














                                  SURVEY CONTROL DATA
                                
                             STATE=CA
                             [MARCH 22, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0250 ***********************************************************************
 GS0250  DESIGNATION -  -178
 GS0250  PID         -  GS0250
 GS0250  STATE/COUNTY-  CA/INYO
 GS0250  USGS QUAD   -  FURNACE CREEK (1988)
 GS0250
 GS0250                         *CURRENT SURVEY CONTROL
 GS0250  ___________________________________________________________________
 GS0250* NAD 83(1986)-  36 27 26.     (N)    116 52 03.     (W)     SCALED    
 GS0250* NAVD 88     -       -53.914  (meters)    -176.88   (feet)  ADJUSTED  
 GS0250  ___________________________________________________________________
 GS0250  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 GS0250  DYNAMIC HT  -         -53.866 (meters)    -176.73  (feet)  COMP
 GS0250  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 GS0250
 GS0250  VERT ORDER  -  FIRST     CLASS II
 GS0250
 GS0250.The horizontal coordinates were scaled from a topographic map and have
 GS0250.an estimated accuracy of +/- 6 seconds.
 GS0250
 GS0250.The orthometric height was determined by differential leveling
 GS0250.and adjusted in June 1991.
 GS0250
 GS0250.The geoid height was determined by GEOID03.
 GS0250
 GS0250.The dynamic height is computed by dividing the NAVD 88
 GS0250.geopotential number by the normal gravity value computed on the
 GS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0250.degrees latitude (g = 980.6199 gals.).
 GS0250
 GS0250.The modeled gravity was interpolated from observed gravity values.
 GS0250
 GS0250;                    North         East    Units  Estimated Accuracy
 GS0250;SPC CA 4     -   626,830.    2,191,130.      MT  (+/- 180 meters Scaled)
 GS0250
 GS0250                          SUPERSEDED SURVEY CONTROL
 GS0250
 GS0250  NGVD 29 (??/??/??)  -54.664  (m)         -179.34   (f) ADJUSTED    1 2
 GS0250
 GS0250.Superseded values are not recommended for survey control.
 GS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0250.See file dsdata.txt to determine how the superseded data were derived.
 GS0250
 GS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA118346(NAD 83)
 GS0250_MARKER: P = PIPE CAP
 GS0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0250_STAMPING: -178 1907 B 75
 GS0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0250
 GS0250  HISTORY     - Date     Condition        Report By
 GS0250  HISTORY     - 1907     MONUMENTED       USGS
 GS0250  HISTORY     - 1942     GOOD             CGS
 GS0250  HISTORY     - 20061126 GOOD             GEOCAC
 GS0250
 GS0250                          STATION DESCRIPTION
 GS0250
 GS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GS0250'1 MI NW FROM FURNACE CREEK INN.
 GS0250'1.0 MILE NORTHWEST AT FURNACE CREEK RANCH, 166 YARDS WEST OF
 GS0250'FILLING STATION, 230 YARDS WEST OF CENTER LINE OF STATE HIGHWAY
 GS0250'190.  6 FEET SOUTH OF WOVEN WIRE FENCE, IN LINE WITH ROW OF
 GS0250'TREES DIRECTLY BEHIND FILLING STATION.  WITNESS POST SET.  A
 GS0250'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED -178 1907
 GS0250'B 75 AND RIVETED ON THE TOP OF AN IRON PIPE.
 GS0250
 GS0250                          STATION RECOVERY (2006)
 GS0250
 GS0250'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GS0250'RECOVERED IN GOOD CONDITION.
 GS0250'NEW TO REACH INFO - THE FURNACE CREEK RANCH IS NOW A RESORT. THERE IS
 GS0250'NO LONGER A FILLING STATION ON THE GROUNDS. BEHIND THE GUEST
 GS0250'REGISTRATION BUILDING LIES THE BORAX MUSEUM. THE MARK IS ON THE
 GS0250'GROUNDS OF THE MUSEUM JUST SOUTH OF THE ROAD SEPARATING THE MUSEUM AND
 GS0250'THE GOLF COURSE.
 GS0250'THE WOVEN WIRE FENCE HAS BEEN REPLACED WITH A SPLIT RAIL FENCE. A SIGN
 GS0250'READING 178 FT BELOW SEA LEVEL AND THE NUMBER 26 HAVE BEEN ATTACHED TO
 GS0250'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0606 ***********************************************************************
 DX0606  DESIGNATION -  -189 T
 DX0606  PID         -  DX0606
 DX0606  STATE/COUNTY-  CA/RIVERSIDE
 DX0606  USGS QUAD   -  MECCA (1972)
 DX0606
 DX0606                         *CURRENT SURVEY CONTROL
 DX0606  ___________________________________________________________________
 DX0606* NAD 83(1986)-  33 34 11.     (N)    116 04 42.     (W)     SCALED    
 DX0606* NAVD 88     -       -57.24   (+/-2cm)    -187.8    (feet)  VERTCON   
 DX0606  ___________________________________________________________________
 DX0606  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DX0606  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0606
 DX0606.The horizontal coordinates were scaled from a topographic map and have
 DX0606.an estimated accuracy of +/- 6 seconds.
 DX0606
 DX0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0606.The vertical order pertains to the NGVD 29 superseded value.
 DX0606
 DX0606.The geoid height was determined by GEOID03.
 DX0606
 DX0606;                    North         East    Units  Estimated Accuracy
 DX0606;SPC CA 6     -   655,620.    2,015,940.      MT  (+/- 180 meters Scaled)
 DX0606
 DX0606                          SUPERSEDED SURVEY CONTROL
 DX0606
 DX0606  NGVD 29 (??/??/??)  -57.916  (m)         -190.01   (f) ADJUSTED    1 2
 DX0606
 DX0606.Superseded values are not recommended for survey control.
 DX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0606.See file dsdata.txt to determine how the superseded data were derived.
 DX0606
 DX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT855148(NAD 83)
 DX0606_MARKER: P = PIPE CAP
 DX0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0606_STAMPING: -189.199 T
 DX0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0606
 DX0606  HISTORY     - Date     Condition        Report By
 DX0606  HISTORY     - UNK      MONUMENTED       USGS
 DX0606  HISTORY     - 1955     GOOD             CGS
 DX0606  HISTORY     - 1974     MARK NOT FOUND   NGS
 DX0606
 DX0606                          STATION DESCRIPTION
 DX0606
 DX0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DX0606'AT MECCA.
 DX0606'AT MECCA, AT THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, INSIDE
 DX0606'OF THE BAGGAGE ROOM, UNDER THE NORTHEAST SIDE OF A BOARD FLOOR,
 DX0606'THROUGH WHICH ACCESS IS HAD THROUGH A 6- BY 6-INCH HOLE, 0.4 FOOT
 DX0606'BELOW THE FLOOR, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 DX0606'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DX0606
 DX0606                          STATION RECOVERY (1974)
 DX0606
 DX0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DX0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0252 ***********************************************************************
 DW0252  DESIGNATION -  -227.10
 DW0252  PID         -  DW0252
 DW0252  STATE/COUNTY-  CA/IMPERIAL
 DW0252  USGS QUAD   -  KANE SPRING NE (1992)
 DW0252
 DW0252                         *CURRENT SURVEY CONTROL
 DW0252  ___________________________________________________________________
 DW0252* NAD 83(1986)-  33 11 35.     (N)    115 49 57.     (W)     SCALED    
 DW0252* NAVD 88     -       -68.59   (+/-2cm)    -225.0    (feet)  VERTCON   
 DW0252  ___________________________________________________________________
 DW0252  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DW0252  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0252
 DW0252.The horizontal coordinates were scaled from a topographic map and have
 DW0252.an estimated accuracy of +/- 6 seconds.
 DW0252
 DW0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0252.The vertical order pertains to the NGVD 29 superseded value.
 DW0252
 DW0252.The geoid height was determined by GEOID03.
 DW0252
 DW0252;                    North         East    Units  Estimated Accuracy
 DW0252;SPC CA 6     -   613,910.    2,038,930.      MT  (+/- 180 meters Scaled)
 DW0252
 DW0252                          SUPERSEDED SURVEY CONTROL
 DW0252
 DW0252  NGVD 29 (??/??/??)  -69.237  (m)         -227.16   (f) ADJUSTED    1 2
 DW0252
 DW0252.Superseded values are not recommended for survey control.
 DW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0252.See file dsdata.txt to determine how the superseded data were derived.
 DW0252
 DW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS088732(NAD 83)
 DW0252_MARKER: N = NAIL
 DW0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0252_SP_SET: PILING
 DW0252_STAMPING: -227.10 5-23-55
 DW0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0252
 DW0252  HISTORY     - Date     Condition        Report By
 DW0252  HISTORY     - UNK      MONUMENTED       USGS
 DW0252  HISTORY     - 1956     GOOD             CGS
 DW0252
 DW0252                          STATION DESCRIPTION
 DW0252
 DW0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0252'AT SALTON SEA BASE.
 DW0252'AT THE SALTON SEA BASE, AT THE NEW PIER, IN THE TOP OF THE FIRST
 DW0252'PILING EAST OF THE THIRD FINGER PIER.  NOTE-- AUTOMATIC GAUGE ON
 DW0252'THE SOUTH END OF THE THIRD FINGER PIER.  STAFF ON THE WEST SIDE
 DW0252'OF THE FIRST PILING EAST OF THE FOURTH FINGER PIER, 1 INCH NORTH
 DW0252'OF A METAL TAG STAMPED -227.10 5-23-55.  WASHER IS STAMPED USGS
 DW0252'B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0317 ***********************************************************************
 GS0317  DESIGNATION -  -231
 GS0317  PID         -  GS0317
 GS0317  STATE/COUNTY-  CA/INYO
 GS0317  USGS QUAD   -  BEATTY JUNCTION (1988)
 GS0317
 GS0317                         *CURRENT SURVEY CONTROL
 GS0317  ___________________________________________________________________
 GS0317* NAD 83(1986)-  36 35 03.     (N)    116 57 22.     (W)     SCALED    
 GS0317* NAVD 88     -       -70.124  (meters)    -230.07   (feet)  ADJUSTED  
 GS0317  ___________________________________________________________________
 GS0317  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 GS0317  DYNAMIC HT  -         -70.063 (meters)    -229.87  (feet)  COMP
 GS0317  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 GS0317
 GS0317  VERT ORDER  -  FIRST     CLASS II
 GS0317
 GS0317.The horizontal coordinates were scaled from a topographic map and have
 GS0317.an estimated accuracy of +/- 6 seconds.
 GS0317
 GS0317.The orthometric height was determined by differential leveling
 GS0317.and adjusted in June 1991.
 GS0317
 GS0317.The geoid height was determined by GEOID03.
 GS0317
 GS0317.The dynamic height is computed by dividing the NAVD 88
 GS0317.geopotential number by the normal gravity value computed on the
 GS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0317.degrees latitude (g = 980.6199 gals.).
 GS0317
 GS0317.The modeled gravity was interpolated from observed gravity values.
 GS0317
 GS0317;                    North         East    Units  Estimated Accuracy
 GS0317;SPC CA 4     -   640,740.    2,182,890.      MT  (+/- 180 meters Scaled)
 GS0317
 GS0317                          SUPERSEDED SURVEY CONTROL
 GS0317
 GS0317  NGVD 29 (??/??/??)  -70.894  (m)         -232.59   (f) ADJUSTED    1 2
 GS0317
 GS0317.Superseded values are not recommended for survey control.
 GS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0317.See file dsdata.txt to determine how the superseded data were derived.
 GS0317
 GS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA039487(NAD 83)
 GS0317_MARKER: P = PIPE CAP
 GS0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0317
 GS0317  HISTORY     - Date     Condition        Report By
 GS0317  HISTORY     - 1907     MONUMENTED       USGS
 GS0317  HISTORY     - 1942     GOOD             CGS
 GS0317  HISTORY     - 20081222 MARK NOT FOUND   GEOCAC
 GS0317
 GS0317                          STATION DESCRIPTION
 GS0317
 GS0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GS0317'12.1 MI NW FROM FURNACE CREEK INN.
 GS0317'-231 1907
 GS0317'ALONG THE OLD ROAD TO STOVEPIPE WELLS, ABOUT 500 FEET SOUTH OF
 GS0317'OLD MAIN ROAD AND 24 FEET NORTH OF ANOTHER COUNTRY ROAD NEAR
 GS0317'THE EDGE OF A BRUSHY FLAT.  WITNESS POST SET.  A UNITED STATES
 GS0317'GEOLOGICAL SURVEY STANDARD CAP, STAMPED -231 1907 AND RIVETED
 GS0317'ON THE TOP OF AN IRON PIPE ENCASED IN CONCRETE.
 GS0317
 GS0317                          STATION RECOVERY (2008)
 GS0317
 GS0317'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 GS0317'THE BASE OF CONCRETE THAT USED TO SURROUND THE PIPE AND CAP HAS BEEN
 GS0317'BROKEN IN TWO.  THE PIPE AND CAP HAVE BEEN REMOVED.  THIS MARK IS
 GS0317'CLEARLY DESTROYED.  THIS IS A VERTICAL CONTROL POINT, AND AS SUCH, THE
 GS0317'LOSS OF THE PIPE AND CAP INDICATE A TOTAL LOSS OF THIS STATION.  IF
 GS0317'REQUIRED, A NEW STATION CAN BE ESTABLISHED AT THIS LOCATION, BUT THE
 GS0317'CURRENT STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0314 ***********************************************************************
 GS0314  DESIGNATION -  -248
 GS0314  PID         -  GS0314
 GS0314  STATE/COUNTY-  CA/INYO
 GS0314  USGS QUAD   -  BEATTY JUNCTION (1988)
 GS0314
 GS0314                         *CURRENT SURVEY CONTROL
 GS0314  ___________________________________________________________________
 GS0314* NAD 83(1986)-  36 33 41.     (N)    116 54 33.     (W)     SCALED    
 GS0314* NAVD 88     -       -75.300  (meters)    -247.05   (feet)  ADJUSTED  
 GS0314  ___________________________________________________________________
 GS0314  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 GS0314  DYNAMIC HT  -         -75.234 (meters)    -246.83  (feet)  COMP
 GS0314  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 GS0314
 GS0314  VERT ORDER  -  FIRST     CLASS II
 GS0314
 GS0314.The horizontal coordinates were scaled from a topographic map and have
 GS0314.an estimated accuracy of +/- 6 seconds.
 GS0314
 GS0314.The orthometric height was determined by differential leveling
 GS0314.and adjusted in June 1991.
 GS0314
 GS0314.The geoid height was determined by GEOID03.
 GS0314
 GS0314.The dynamic height is computed by dividing the NAVD 88
 GS0314.geopotential number by the normal gravity value computed on the
 GS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0314.degrees latitude (g = 980.6199 gals.).
 GS0314
 GS0314.The modeled gravity was interpolated from observed gravity values.
 GS0314
 GS0314;                    North         East    Units  Estimated Accuracy
 GS0314;SPC CA 4     -   638,300.    2,187,150.      MT  (+/- 180 meters Scaled)
 GS0314
 GS0314                          SUPERSEDED SURVEY CONTROL
 GS0314
 GS0314  NGVD 29 (??/??/??)  -76.063  (m)         -249.55   (f) ADJUSTED    1 2
 GS0314
 GS0314.Superseded values are not recommended for survey control.
 GS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0314.See file dsdata.txt to determine how the superseded data were derived.
 GS0314
 GS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA081462(NAD 83)
 GS0314_MARKER: P = PIPE CAP
 GS0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0314_STAMPING: -248 1907 B 77
 GS0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0314
 GS0314  HISTORY     - Date     Condition        Report By
 GS0314  HISTORY     - 1907     MONUMENTED       USGS
 GS0314  HISTORY     - 1942     GOOD             CGS
 GS0314  HISTORY     - 20050110 MARK NOT FOUND   CADT
 GS0314  HISTORY     - 20081222 MARK NOT FOUND   GEOCAC
 GS0314
 GS0314                          STATION DESCRIPTION
 GS0314
 GS0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GS0314'9 MI NW FROM FURNACE CREEK INN.
 GS0314'ALONG THE OLD ROAD TO STOVEPIPE WELLS, ABOUT 525 FEET SOUTHWEST
 GS0314'OF STATE HIGHWAY 190, 18 FEET EAST OF CENTER LINE OF OLD ROAD.
 GS0314'WITNESS POST SET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GS0314'CAP, STAMPED -248 1907 B 77 AND RIVETED IN THE TOP OF AN IRON
 GS0314'PIPE ENCASED IN CONCRETE.
 GS0314
 GS0314                          STATION RECOVERY (2005)
 GS0314
 GS0314'RECOVERY NOTE BY CALTRANS 2005 (BLJ)
 GS0314'FOUND REMAINS OF CONCRETE ENCASEMENT NEXT TO WITNESS POST.  RUSTED
 GS0314'REMAINS OF IRON PIPE WERE FOUND BELOW GROUND AMIDST CONCRETE. TOP OF
 GS0314'IRON PIPE AND USGS CAP WERE GONE.
 GS0314
 GS0314                          STATION RECOVERY (2008)
 GS0314
 GS0314'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 GS0314'MARK NOT FOUND.  LOCATED THE WITNESS POST OF THIS MARK ABOUT .1 MILE
 GS0314'NORTHWEST OF THE REPORTED COORDINATES.  AROUND THE WITNESS POST IS A
 GS0314'COLLECTION OF BROKEN CONCRETE AND WOOD THAT WAS USED AS A FORM FOR THE
 GS0314'BASE OF CONCRETE THAT USED TO SURROUND THE PIPE AND CAP.
 GS0314'ALSO LOCATED THE RUSTING REMAINS OF THE PIPE BROKEN OFF AT GROUND
 GS0314'LEVEL. THIS MARK IS CLEARLY DESTROYED.  THIS IS A VERTICAL CONTROL
 GS0314'POINT, AND AS SUCH, THE LOSS OF THE PIPE AND CAP INDICATE A TOTAL LOSS
 GS0314'OF THIS STATION.  IF REQUIRED, A NEW STATION CAN BE ESTABLISHED AT
 GS0314'THIS LOCATION, BUT THE CURRENT STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0233 ***********************************************************************
 DW0233  DESIGNATION -  -39 T
 DW0233  PID         -  DW0233
 DW0233  STATE/COUNTY-  CA/IMPERIAL
 DW0233  USGS QUAD   -  TRUCKHAVEN (1992)
 DW0233
 DW0233                         *CURRENT SURVEY CONTROL
 DW0233  ___________________________________________________________________
 DW0233* NAD 83(1986)-  33 18 39.     (N)    115 59 20.     (W)     SCALED    
 DW0233* NAVD 88     -       -10.961  (meters)     -35.96   (feet)  READJUSTED
 DW0233  ___________________________________________________________________
 DW0233  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DW0233  DYNAMIC HT  -         -10.950 (meters)     -35.93  (feet)  COMP
 DW0233  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 DW0233
 DW0233  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DW0233
 DW0233.The horizontal coordinates were scaled from a topographic map and have
 DW0233.an estimated accuracy of +/- 6 seconds.
 DW0233
 DW0233.The orthometric height was determined by differential leveling
 DW0233.and adjusted in February 1993.
 DW0233.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DW0233.distribution rate of 0.0 thru 1.0 mm/km.
 DW0233.The height was derived from older observations constrained to new
 DW0233.heights in a crustal motion area.  The height is approximate in
 DW0233.relation to other heights in its vicinity.
 DW0233
 DW0233.The geoid height was determined by GEOID03.
 DW0233
 DW0233.The dynamic height is computed by dividing the NAVD 88
 DW0233.geopotential number by the normal gravity value computed on the
 DW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0233.degrees latitude (g = 980.6199 gals.).
 DW0233
 DW0233.The modeled gravity was interpolated from observed gravity values.
 DW0233
 DW0233;                    North         East    Units  Estimated Accuracy
 DW0233;SPC CA 6     -   626,920.    2,024,320.      MT  (+/- 180 meters Scaled)
 DW0233
 DW0233                          SUPERSEDED SURVEY CONTROL
 DW0233
 DW0233  NGVD 29 (??/??/92)  -11.638  (m)          -38.18   (f) ADJ UNCH    1 1
 DW0233
 DW0233.Superseded values are not recommended for survey control.
 DW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0233.See file dsdata.txt to determine how the superseded data were derived.
 DW0233
 DW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS941862(NAD 83)
 DW0233_MARKER: DD = SURVEY DISK
 DW0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0233_STAMPING: -39 T4S -38 13
 DW0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0233+STABILITY: SURFACE MOTION
 DW0233
 DW0233  HISTORY     - Date     Condition        Report By
 DW0233  HISTORY     - UNK      MONUMENTED       USGS
 DW0233  HISTORY     - 1956     GOOD             CGS
 DW0233  HISTORY     - 1970     GOOD             CA-073
 DW0233  HISTORY     - 1978     GOOD             NGS
 DW0233
 DW0233                          STATION DESCRIPTION
 DW0233
 DW0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DW0233'1.2 MI NW FROM TRUCK HAVEN.
 DW0233'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE TRUCK HAVEN
 DW0233'SERVICE STATION AT TRUCK HAVEN, ON A LOW RIDGE, 484 1/2 FEET
 DW0233'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 382 FEET SOUTHWEST
 DW0233'OF POWER LINE POLE 73300 D, ABOUT 11 FEET HIGHER THAN THE HIGHWAY,
 DW0233'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DW0233'THE GROUND.  NOTE-- U.S. 99 IS STATE HIGHWAY 86.
 DW0233
 DW0233                          STATION RECOVERY (1970)
 DW0233
 DW0233'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DW0233'RECOVERED IN GOOD CONDITION.
 DW0233
 DW0233                          STATION RECOVERY (1978)
 DW0233
 DW0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0612 ***********************************************************************
 DB0612  DESIGNATION -  -47
 DB0612  PID         -  DB0612
 DB0612  STATE/COUNTY-  CA/IMPERIAL
 DB0612  USGS QUAD   -  HOLTVILLE WEST (1979)
 DB0612
 DB0612                         *CURRENT SURVEY CONTROL
 DB0612  ___________________________________________________________________
 DB0612* NAD 83(1986)-  32 47 57.     (N)    115 29 55.     (W)     SCALED    
 DB0612* NAVD 88     -       -13.753  (meters)     -45.12   (feet)  ADJUSTED  
 DB0612  ___________________________________________________________________
 DB0612  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DB0612  DYNAMIC HT  -         -13.737 (meters)     -45.07  (feet)  COMP
 DB0612  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 DB0612
 DB0612  VERT ORDER  -  FIRST     CLASS I
 DB0612
 DB0612.The horizontal coordinates were scaled from a topographic map and have
 DB0612.an estimated accuracy of +/- 6 seconds.
 DB0612
 DB0612.The orthometric height was determined by differential leveling
 DB0612.and adjusted in March 1994.
 DB0612
 DB0612.The geoid height was determined by GEOID03.
 DB0612
 DB0612.The dynamic height is computed by dividing the NAVD 88
 DB0612.geopotential number by the normal gravity value computed on the
 DB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0612.degrees latitude (g = 980.6199 gals.).
 DB0612
 DB0612.The modeled gravity was interpolated from observed gravity values.
 DB0612
 DB0612;                    North         East    Units  Estimated Accuracy
 DB0612;SPC CA 6     -   570,400.    2,070,380.      MT  (+/- 180 meters Scaled)
 DB0612
 DB0612                          SUPERSEDED SURVEY CONTROL
 DB0612
 DB0612  NAVD 88 (06/15/91)  -13.743  (m)          -45.09   (f) UNKNOWN     1 1
 DB0612  NGVD 29 (??/??/??)  -14.481  (m)          -47.51   (f) ADJUSTED    1 1
 DB0612
 DB0612.Superseded values are not recommended for survey control.
 DB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0612.See file dsdata.txt to determine how the superseded data were derived.
 DB0612
 DB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS405300(NAD 83)
 DB0612_MARKER: P = PIPE CAP
 DB0612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0612_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0612_STAMPING: -47
 DB0612_MARK LOGO: USGS  
 DB0612_MAGNETIC: P = MARKER IS A STEEL PIPE
 DB0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0612+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1993
 DB0612
 DB0612  HISTORY     - Date     Condition        Report By
 DB0612  HISTORY     - UNK      MONUMENTED       USGS
 DB0612  HISTORY     - 1971     GOOD             NGS
 DB0612  HISTORY     - 1974     GOOD             NGS
 DB0612  HISTORY     - 1977     GOOD             NGS
 DB0612  HISTORY     - 1980     GOOD             CA-025
 DB0612  HISTORY     - 1981     GOOD             NGS
 DB0612  HISTORY     - 1981     GOOD             NGS
 DB0612  HISTORY     - 1982     GOOD             CA-025
 DB0612  HISTORY     - 1984     GOOD             CA-025
 DB0612  HISTORY     - 19870909 GOOD             CA-025
 DB0612  HISTORY     - 19901029 GOOD             CA-025
 DB0612  HISTORY     - 19931029 GOOD             CA-025
 DB0612
 DB0612                          STATION DESCRIPTION
 DB0612
 DB0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0612'3.2 MI E FROM EL CENTRO.
 DB0612'3.25 MILES EAST ALONG THE HOLTON INTER-URBAN RAILWAY FROM THE
 DB0612'SOUTHERN PACIFIC STATION AT EL CENTRO, 0.2 MILE EAST OF THE
 DB0612'CROSSING OF STATE HIGHWAY 111, 84 FEET SOUTH-SOUTHWEST AND ACROSS
 DB0612'THE TRACK FROM THE 7TH POLE EAST OF THE HIGHWAY CROSSING, 28.1
 DB0612'FEET SOUTH OF THE SOUTH RAIL, 73 FEET NORTH OF THE CENTER LINE
 DB0612'OF COUNTY ROAD S 80, 67 1/2 FEET WEST-NORTHWEST OF A T JUNCTION
 DB0612'POWER POLE, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 DB0612'THE TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 DB0612'WHICH HAS BEEN ENCASED IN CONCRETE AND PROJECTING 2 FEET.
 DB0612'SEC 35, T15S, R 14E
 DB0612
 DB0612                          STATION RECOVERY (1974)
 DB0612
 DB0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1977)
 DB0612
 DB0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1980)
 DB0612
 DB0612'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1980
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1981)
 DB0612
 DB0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1981)
 DB0612
 DB0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1982)
 DB0612
 DB0612'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1982
 DB0612'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 DB0612
 DB0612                          STATION RECOVERY (1984)
 DB0612
 DB0612'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1987)
 DB0612
 DB0612'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1987
 DB0612'RECOVERED IN GOOD CONDITION.
 DB0612
 DB0612                          STATION RECOVERY (1990)
 DB0612
 DB0612'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DB0612'3.25 MILES (5.23 KM) EAST ALONG THE HOLTON INTER-URBAN RAILWAY FROM
 DB0612'THE SOUTHERN PACIFIC STATION AT EL CENTRO, 0.2 MILE (0.3 KM) EAST OF
 DB0612'THE CROSSING OF STATE HIGHWAY 111, 84 FEET SOUTH-SOUTHWEST AND ACROSS
 DB0612'THE TRACK FROM THE 7TH POLE EAST OF THE HIGHWAY CROSSING, 28.1 FEET
 DB0612'SOUTH OF THE SOUTH RAIL, 73 FEET NORTH OF THE CENTER LINE OF COUNTY
 DB0612'ROAD S 80, 67 1/2 FEET WEST-NORTHWEST OF A T JUNCTION POWER POLE, 1.8
 DB0612'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A CAP
 DB0612'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH HAS BEEN ENCASED
 DB0612'IN CONCRETE AND PROJECTING 2 FEET.  IN T15S R14E SEC 35.
 DB0612
 DB0612                          STATION RECOVERY (1993)
 DB0612
 DB0612'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1993 (CHL)
 DB0612'3.25 MI (5.23 KM) EAST ALONG THE HOLTON INTER-URBAN RAILWAY FROM THE
 DB0612'SOUTHERN PACIFIC STATION AT EL CENTRO, 0.2 MI (0.3 KM) EAST OF THE
 DB0612'CROSSING OF STATE HIGHWAY 111, 84 FT (25.6 M) SOUTH-SOUTHWEST AND
 DB0612'ACROSS THE TRACK FROM THE 7TH POLE EAST OF THE HIGHWAY CROSSING, 28.1
 DB0612'FT (8.6 M) SOUTH OF THE SOUTH RAIL, 73 FT (22.3 M) NORTH OF THE CENTER
 DB0612'LINE OF COUNTY ROAD S 80, 67.5 FT (20.6 M) WEST-NORTHWEST OF A T
 DB0612'JUNCTION POWER POLE, 1.8 FT (0.5 M) EAST OF A WITNESS POST, ABOUT
 DB0612'LEVEL WITH THE TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 DB0612'PIPE WHICH HAS BEEN ENCASED IN CONCRETE AND PROJECTING 2 FT (0.6 M).
 DB0612'IN T15S R14E SEC 35.  NOTE--PROCEED ALONG THE NORTH SIDE OF THE
 DB0612'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0057 ***********************************************************************
 GS0057  DESIGNATION -  -49
 GS0057  PID         -  GS0057
 GS0057  STATE/COUNTY-  CA/INYO
 GS0057  USGS QUAD   -  STOVEPIPE WELLS NE (1988)
 GS0057
 GS0057                         *CURRENT SURVEY CONTROL
 GS0057  ___________________________________________________________________
 GS0057* NAD 83(1986)-  36 39 24.     (N)    117 04 41.     (W)     SCALED    
 GS0057* NAVD 88     -       -14.55   (+/-2cm)     -47.7    (feet)  VERTCON   
 GS0057  ___________________________________________________________________
 GS0057  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 GS0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0057
 GS0057.The horizontal coordinates were scaled from a topographic map and have
 GS0057.an estimated accuracy of +/- 6 seconds.
 GS0057
 GS0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0057.The vertical order pertains to the NGVD 29 superseded value.
 GS0057
 GS0057.The geoid height was determined by GEOID03.
 GS0057
 GS0057;                    North         East    Units  Estimated Accuracy
 GS0057;SPC CA 4     -   648,560.    2,171,820.      MT  (+/- 180 meters Scaled)
 GS0057
 GS0057                          SUPERSEDED SURVEY CONTROL
 GS0057
 GS0057  NGVD 29 (??/??/??)  -15.348  (m)          -50.35   (f) ADJUSTED    1 2
 GS0057
 GS0057.Superseded values are not recommended for survey control.
 GS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0057.See file dsdata.txt to determine how the superseded data were derived.
 GS0057
 GS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA930567(NAD 83)
 GS0057_MARKER: P = PIPE CAP
 GS0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0057_STAMPING: -49 B 152
 GS0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0057
 GS0057  HISTORY     - Date     Condition        Report By
 GS0057  HISTORY     - UNK      MONUMENTED       USGS
 GS0057  HISTORY     - 1942     GOOD             CGS
 GS0057
 GS0057                          STATION DESCRIPTION
 GS0057
 GS0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GS0057'8.2 MI NE FROM STOVEPIPE WELLS HOTEL.
 GS0057'6.0 MILES NORTHEAST ALONG THE BEATTY ROAD FROM STOVEPIPE WELLS
 GS0057'HOTEL, INYO COUNTY, THENCE 2.2 MILES NORTHWEST ALONG THE ROAD
 GS0057'TO SURVEYORS WELL, AT OLD STOVEPIPE WELLS, 178 FEET EAST OF THE
 GS0057'CENTERLINE OF THE SURVEYORS WELL ROAD, AND 18 FEET SOUTH OF THE
 GS0057'CENTERLINE OF THE OLD BEATTY ROAD.  A UNITED STATES GEOLOGICAL
 GS0057'SURVEY STANDARD CAP, STAMPED -49 B 152 AND RIVETED ON THE TOP
 GS0057'OF A 3-1/2 INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0629 ***********************************************************************
 DB0629  DESIGNATION -  -59 Y
 DB0629  PID         -  DB0629
 DB0629  STATE/COUNTY-  CA/IMPERIAL
 DB0629  USGS QUAD   -  HOLTVILLE WEST (1979)
 DB0629
 DB0629                         *CURRENT SURVEY CONTROL
 DB0629  ___________________________________________________________________
 DB0629* NAD 83(1986)-  32 48 08.     (N)    115 26 38.     (W)     SCALED    
 DB0629* NAVD 88     -       -16.80   (+/-2cm)     -55.1    (feet)  VERTCON   
 DB0629  ___________________________________________________________________
 DB0629  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DB0629  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0629
 DB0629.The horizontal coordinates were scaled from a topographic map and have
 DB0629.an estimated accuracy of +/- 6 seconds.
 DB0629
 DB0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0629.The vertical order pertains to the NGVD 29 superseded value.
 DB0629
 DB0629.The geoid height was determined by GEOID03.
 DB0629
 DB0629;                    North         East    Units  Estimated Accuracy
 DB0629;SPC CA 6     -   570,780.    2,075,500.      MT  (+/- 180 meters Scaled)
 DB0629
 DB0629                          SUPERSEDED SURVEY CONTROL
 DB0629
 DB0629  NGVD 29 (??/??/??)  -17.491  (m)          -57.39   (f) ADJUSTED    1 2
 DB0629
 DB0629.Superseded values are not recommended for survey control.
 DB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0629.See file dsdata.txt to determine how the superseded data were derived.
 DB0629
 DB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS456304(NAD 83)
 DB0629_MARKER: DD = SURVEY DISK
 DB0629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0629_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0629_STAMPING: -59 Y
 DB0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0629
 DB0629  HISTORY     - Date     Condition        Report By
 DB0629  HISTORY     - UNK      MONUMENTED       USGS
 DB0629  HISTORY     - 1941     GOOD             CGS
 DB0629  HISTORY     - 1971     MARK NOT FOUND   NGS
 DB0629  HISTORY     - 1977     MARK NOT FOUND   NGS
 DB0629
 DB0629                          STATION DESCRIPTION
 DB0629
 DB0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DB0629'3.8 MI W FROM HOLTVILLE.
 DB0629'TO REACH FROM THE HOLTON INTER-URBAN RAILROAD STATION AT
 DB0629'HOLTVILLE-- GO 3.8 MILES WEST ALONG THE HOLTON INTER-URBAN
 DB0629'RAILROAD TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2
 DB0629'MILE EAST OF ROAD CROSSING AT MELLOLAND, 80.0 FEET NORTH OF THE
 DB0629'CENTERLINE OF U.S. HIGHWAY NO. 80, 30.0 FEET SOUTH OF AND ABOUT
 DB0629'2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACKS.  IT IS A
 DB0629'STD. U.S.G.S. BRASS CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE
 DB0629'SET IN CONCRETE PROJECTING 1.5 FEET.
 DB0629
 DB0629                          STATION RECOVERY (1971)
 DB0629
 DB0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DB0629'MARK NOT FOUND.
 DB0629
 DB0629                          STATION RECOVERY (1977)
 DB0629
 DB0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0629'NOT RECOVERED LITHO LIST L-22602.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0665 ***********************************************************************
 DB0665  DESIGNATION -  -61 Y RESET
 DB0665  PID         -  DB0665
 DB0665  STATE/COUNTY-  CA/IMPERIAL
 DB0665  USGS QUAD   -  EL CENTRO (1979)
 DB0665
 DB0665                         *CURRENT SURVEY CONTROL
 DB0665  ___________________________________________________________________
 DB0665* NAD 83(1986)-  32 50 53.     (N)    115 34 11.     (W)     SCALED    
 DB0665* NAVD 88     -       -18.67   (+/-2cm)     -61.3    (feet)  VERTCON   
 DB0665  ___________________________________________________________________
 DB0665  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB0665  VERT ORDER  -  ? (See Below)
 DB0665
 DB0665.The horizontal coordinates were scaled from a topographic map and have
 DB0665.an estimated accuracy of +/- 6 seconds.
 DB0665
 DB0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0665.The vertical order pertains to the NGVD 29 superseded value.
 DB0665
 DB0665.The geoid height was determined by GEOID03.
 DB0665
 DB0665;                    North         East    Units  Estimated Accuracy
 DB0665;SPC CA 6     -   575,780.    2,063,680.      MT  (+/- 180 meters Scaled)
 DB0665
 DB0665                          SUPERSEDED SURVEY CONTROL
 DB0665
 DB0665  NGVD 29 (??/??/??)  -19.409  (m)          -63.68   (f) ADJUSTED    ?  
 DB0665
 DB0665.Superseded values are not recommended for survey control.
 DB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0665.See file dsdata.txt to determine how the superseded data were derived.
 DB0665
 DB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS338353(NAD 83)
 DB0665_MARKER: DB = BENCH MARK DISK
 DB0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0665_SP_SET: SIDEWALK
 DB0665_STAMPING: -61 Y 1941 USGS RESET 1965
 DB0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0665
 DB0665  HISTORY     - Date     Condition        Report By
 DB0665  HISTORY     - 1965     MONUMENTED       CGS
 DB0665  HISTORY     - 1971     GOOD             NGS
 DB0665
 DB0665                          STATION DESCRIPTION
 DB0665
 DB0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0665'AT IMPERIAL.
 DB0665'AT IMPERIAL, AT THE SOUTHWEST CORNER OF THE JUNCTION OF IMPERIAL
 DB0665'AVENUE AND 9TH STREET, IN THE TOP OF A CONCRETE SIDEWALK, 12.4
 DB0665'FEET WEST OF THE WEST CURB OF THE AVENUE, 56.3 FEET SOUTH OF
 DB0665'THE SOUTH CURB OF THE STREET, 9 1/2 FEET NORTH OF THE DOOR
 DB0665'TO A LAUNDRY, 4.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 DB0665'BUILDING, AND ABOUT LEVEL WITH THE AVENUE.  SEC 18, T15S, R14E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0060 ***********************************************************************
 GS0060  DESIGNATION -  -90 RESET
 GS0060  PID         -  GS0060
 GS0060  STATE/COUNTY-  CA/INYO
 GS0060  USGS QUAD   -  GROTTO CANYON (1988)
 GS0060
 GS0060                         *CURRENT SURVEY CONTROL
 GS0060  ___________________________________________________________________
 GS0060* NAD 83(1986)-  36 37 22.     (N)    117 02 30.     (W)     SCALED    
 GS0060* NAVD 88     -       -27.37   (+/-2cm)     -89.8    (feet)  VERTCON   
 GS0060  ___________________________________________________________________
 GS0060  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 GS0060  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0060
 GS0060.The horizontal coordinates were scaled from a topographic map and have
 GS0060.an estimated accuracy of +/- 6 seconds.
 GS0060
 GS0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0060.The vertical order pertains to the NGVD 29 superseded value.
 GS0060
 GS0060.The geoid height was determined by GEOID03.
 GS0060
 GS0060;                    North         East    Units  Estimated Accuracy
 GS0060;SPC CA 4     -   644,860.    2,175,150.      MT  (+/- 180 meters Scaled)
 GS0060
 GS0060                          SUPERSEDED SURVEY CONTROL
 GS0060
 GS0060  NGVD 29 (??/??/??)  -28.155  (m)          -92.37   (f) ADJUSTED    1 2
 GS0060
 GS0060.Superseded values are not recommended for survey control.
 GS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0060.See file dsdata.txt to determine how the superseded data were derived.
 GS0060
 GS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA962530(NAD 83)
 GS0060_MARKER: P = PIPE CAP
 GS0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0060_STAMPING: -90 B 151 1907 RESET 1942
 GS0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0060
 GS0060  HISTORY     - Date     Condition        Report By
 GS0060  HISTORY     - 1942     MONUMENTED       USGS
 GS0060  HISTORY     - 1942     GOOD             CGS
 GS0060  HISTORY     - 1984     MARK NOT FOUND   NGS
 GS0060
 GS0060                          STATION DESCRIPTION
 GS0060
 GS0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GS0060'17.7 MI NW FROM FURNACE CREEK INN.
 GS0060'17.7 MILES NORTHWEST ALONG THE OLD ROAD TO STOVEPIPE WELLS, 0.8
 GS0060'MILE SOUTHEAST OF STATE HIGHWAY 190, 39 FEET SOUTHWEST OF CENTER
 GS0060'LINE OF OLD ROAD NEAR THE WEST END OF A GROUP OF BRUSH-COVERED
 GS0060'SAND DUNES.  WITNESS POST SET.
 GS0060
 GS0060                          STATION RECOVERY (1984)
 GS0060
 GS0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GS0060'POST WAS FOUND AT THE DESCRIBED LOCATION.  HOWEVER THE BENCH MARK WAS
 GS0060'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2829 ***********************************************************************
 HS2829  DESIGNATION -  0 7
 HS2829  PID         -  HS2829
 HS2829  STATE/COUNTY-  CA/SANTA CLARA
 HS2829  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2829
 HS2829                         *CURRENT SURVEY CONTROL
 HS2829  ___________________________________________________________________
 HS2829* NAD 83(1986)-  37 20 30.     (N)    121 53 47.     (W)     SCALED    
 HS2829* NAVD 88     -        26.41   (+/-2cm)      86.6    (feet)  VERTCON   
 HS2829  ___________________________________________________________________
 HS2829  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HS2829  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2829
 HS2829.The horizontal coordinates were scaled from a topographic map and have
 HS2829.an estimated accuracy of +/- 6 seconds.
 HS2829
 HS2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2829.The vertical order pertains to the NGVD 29 superseded value.
 HS2829
 HS2829.The geoid height was determined by GEOID03.
 HS2829
 HS2829;                    North         East    Units  Estimated Accuracy
 HS2829;SPC CA 3     -   594,330.    1,876,270.      MT  (+/- 180 meters Scaled)
 HS2829
 HS2829                          SUPERSEDED SURVEY CONTROL
 HS2829
 HS2829  NGVD 29 (??/??/92)   25.567  (m)           83.88   (f) ADJ UNCH    1 2
 HS2829
 HS2829.Superseded values are not recommended for survey control.
 HS2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2829.See file dsdata.txt to determine how the superseded data were derived.
 HS2829
 HS2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG977333(NAD 83)
 HS2829_MARKER: DB = BENCH MARK DISK
 HS2829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2829_SP_SET: FOUNDATION
 HS2829_STAMPING: 0 7
 HS2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2829
 HS2829  HISTORY     - Date     Condition        Report By
 HS2829  HISTORY     - UNK      MONUMENTED       CGS
 HS2829  HISTORY     - 1948     GOOD             NGS
 HS2829  HISTORY     - 1956     MARK NOT FOUND   NGS
 HS2829
 HS2829                          STATION DESCRIPTION
 HS2829
 HS2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HS2829'AT SAN JOSE.
 HS2829'SOUTHWEST OF THE FORMER STATION SITE IN SAN JOSE, 63.2 FEET
 HS2829'NORTHWEST OF THE CENTER LINE OF BASSETT STREET, 67.9 FEET
 HS2829'SOUTHEAST OF THE SOUTHEAST RAIL OF SIDE TRACK, 9.2 FEET SOUTH
 HS2829'OF A TREE, IN THE NORTHWEST CORNER BLOCK OF FOUR CENTRAL BLOCKS
 HS2829'FORMERLY SUPPORTING A WATER TANK, 2.8 FEET NORTHWEST OF A WHITE
 HS2829'WOODEN WITNESS POST, A STANDARD DISK DRILLED IN, ABOUT LEVEL WITH
 HS2829'SURROUNDING GROUND.
 HS2829
 HS2829                          STATION RECOVERY (1956)
 HS2829
 HS2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HS2829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3451 ***********************************************************************
 EW3451  DESIGNATION -  0+00 LACRD
 EW3451  PID         -  EW3451
 EW3451  STATE/COUNTY-  CA/KERN
 EW3451  USGS QUAD   -  FRAZIER MTN (1991)
 EW3451
 EW3451                         *CURRENT SURVEY CONTROL
 EW3451  ___________________________________________________________________
 EW3451* NAD 83(1986)-  34 49 05.     (N)    118 53 04.     (W)     SCALED    
 EW3451* NAVD 88     -      1167.449  (meters)    3830.21   (feet)  ADJUSTED  
 EW3451  ___________________________________________________________________
 EW3451  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EW3451  DYNAMIC HT  -        1166.070 (meters)    3825.68  (feet)  COMP
 EW3451  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 EW3451
 EW3451  VERT ORDER  -  FIRST     CLASS I
 EW3451
 EW3451.The horizontal coordinates were scaled from a topographic map and have
 EW3451.an estimated accuracy of +/- 6 seconds.
 EW3451
 EW3451.The orthometric height was determined by differential leveling
 EW3451.and adjusted in June 1991.
 EW3451
 EW3451.The geoid height was determined by GEOID03.
 EW3451
 EW3451.The dynamic height is computed by dividing the NAVD 88
 EW3451.geopotential number by the normal gravity value computed on the
 EW3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3451.degrees latitude (g = 980.6199 gals.).
 EW3451
 EW3451.The modeled gravity was interpolated from observed gravity values.
 EW3451
 EW3451;                    North         East    Units  Estimated Accuracy
 EW3451;SPC CA 5     -   646,560.    1,919,090.      MT  (+/- 180 meters Scaled)
 EW3451
 EW3451                          SUPERSEDED SURVEY CONTROL
 EW3451
 EW3451  NGVD 29 (??/??/92) 1166.540  (m)         3827.22   (f) ADJ UNCH    1 1
 EW3451
 EW3451.Superseded values are not recommended for survey control.
 EW3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3451.See file dsdata.txt to determine how the superseded data were derived.
 EW3451
 EW3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU276544(NAD 83)
 EW3451_MARKER: Z = SEE DESCRIPTION
 EW3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3451+STABILITY: SURFACE MOTION
 EW3451
 EW3451  HISTORY     - Date     Condition        Report By
 EW3451  HISTORY     - UNK      MONUMENTED       CA-037
 EW3451  HISTORY     - 1968     GOOD             NGS
 EW3451  HISTORY     - 1971     GOOD             NGS
 EW3451  HISTORY     - 1977     GOOD             NGS
 EW3451
 EW3451                          STATION DESCRIPTION
 EW3451
 EW3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW3451'1.8 MI SW FROM LEBEC.
 EW3451'1.8 MILES SOUTHWEST ALONG LEBEC ROAD FROM THE LEBEC OVERCROSSING
 EW3451'AT LEBEC, IN R19W T9N, SECTION 34, AT THE KERN-LOS ANGELES
 EW3451'COUNTY LINE, AT THE INTERSECTION OF FRAZIER MOUNTAIN PARK ROAD,
 EW3451'40 FEET EAST OF THE CENTER LINE OF LEBEC ROAD, 70 1/2 FEET
 EW3451'SOUTH OF THE CENTER LINE OF FRAZIER MOUNTAIN PARK ROAD, 7 FEET
 EW3451'SOUTHEAST OF POWER POLE WITH THREE GUY WIRES, 1.0 FOOT SOUTH
 EW3451'OF BOUNDARY MONUMENT 2, 1.0 FOOT WEST OF A WITNESS POST, ABOUT
 EW3451'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW3451'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW3451
 EW3451                          STATION RECOVERY (1971)
 EW3451
 EW3451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3451'RECOVERED IN GOOD CONDITION.
 EW3451
 EW3451                          STATION RECOVERY (1977)
 EW3451
 EW3451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW3451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0154 ***********************************************************************
 HT0154  DESIGNATION -  0+47.81 EBMUD
 HT0154  PID         -  HT0154
 HT0154  STATE/COUNTY-  CA/CONTRA COSTA
 HT0154  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0154
 HT0154                         *CURRENT SURVEY CONTROL
 HT0154  ___________________________________________________________________
 HT0154* NAD 83(1986)-  37 53 24.     (N)    122 11 53.     (W)     SCALED    
 HT0154* NAVD 88     -       115.19   (+/-2cm)     377.9    (feet)  VERTCON   
 HT0154  ___________________________________________________________________
 HT0154  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HT0154  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0154
 HT0154.The horizontal coordinates were scaled from a topographic map and have
 HT0154.an estimated accuracy of +/- 6 seconds.
 HT0154
 HT0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0154.The vertical order pertains to the NGVD 29 superseded value.
 HT0154
 HT0154.The geoid height was determined by GEOID03.
 HT0154
 HT0154;                    North         East    Units  Estimated Accuracy
 HT0154;SPC CA 3     -   655,620.    1,850,650.      MT  (+/- 180 meters Scaled)
 HT0154
 HT0154                          SUPERSEDED SURVEY CONTROL
 HT0154
 HT0154  NGVD 29 (??/??/92)  114.344  (m)          375.14   (f) ADJ UNCH    1 2
 HT0154
 HT0154.Superseded values are not recommended for survey control.
 HT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0154.See file dsdata.txt to determine how the superseded data were derived.
 HT0154
 HT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG705939(NAD 83)
 HT0154_MARKER: DD = SURVEY DISK
 HT0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0154_SP_SET: CONCRETE MANHOLE
 HT0154_STAMPING: 0+47.81
 HT0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0154
 HT0154  HISTORY     - Date     Condition        Report By
 HT0154  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0154  HISTORY     - 1935     MARK NOT FOUND   NGS
 HT0154  HISTORY     - 1962     MARK NOT FOUND   NGS
 HT0154  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0154
 HT0154                          STATION DESCRIPTION
 HT0154
 HT0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HT0154'0.5 MI NW FROM ORINDA.
 HT0154'0.5 MILE NORTHWEST ALONG SAN PABLO CREEK ROAD FROM ORINDA,
 HT0154'CONTRA COSTA COUNTY, AT THE FAST BAY MUNICIPAL UTILITY DISTRICT
 HT0154'ORINDA FILTER PLANT, 300 FEET NORTHEAST OF THE ROAD, 13-1/2
 HT0154'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE SCREENING
 HT0154'CHAMBER, AND IN THE TOP OF A CONCRETE MANHOLE.  AN EAST BAY
 HT0154'MUNICIPAL UTILITY DISTRICT STANDARD DISK, STAMPED 0+47.81.
 HT0154'NOTE-- THERE IS NEW CONCRETE OVER THE MANHOLE WHERE THE MARK
 HT0154'WAS DESCRIBED.
 HT0154
 HT0154                          STATION RECOVERY (1962)
 HT0154
 HT0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HT0154'MARK NOT FOUND.
 HT0154
 HT0154                          STATION RECOVERY (1987)
 HT0154
 HT0154'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0415 ***********************************************************************
 DY0415  DESIGNATION -  0.00 C OF LB
 DY0415  PID         -  DY0415
 DY0415  STATE/COUNTY-  CA/LOS ANGELES
 DY0415  USGS QUAD   -  LONG BEACH (1981)
 DY0415
 DY0415                         *CURRENT SURVEY CONTROL
 DY0415  ___________________________________________________________________
 DY0415* NAD 83(1986)-  33 52 03.     (N)    118 10 57.     (W)     SCALED    
 DY0415* NAVD 88     -        17.76   (+/-2cm)      58.3    (feet)  VERTCON   
 DY0415  ___________________________________________________________________
 DY0415  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0415
 DY0415.The horizontal coordinates were scaled from a topographic map and have
 DY0415.an estimated accuracy of +/- 6 seconds.
 DY0415
 DY0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0415.The vertical order pertains to the NGVD 29 superseded value.
 DY0415
 DY0415.The geoid height was determined by GEOID03.
 DY0415
 DY0415;                    North         East    Units  Estimated Accuracy
 DY0415;SPC CA 5     -   540,780.    1,983,110.      MT  (+/- 180 meters Scaled)
 DY0415
 DY0415                          SUPERSEDED SURVEY CONTROL
 DY0415
 DY0415  NGVD 29 (??/??/92)   17.014  (m)           55.82   (f) ADJ UNCH    1 2
 DY0415
 DY0415.Superseded values are not recommended for survey control.
 DY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0415.See file dsdata.txt to determine how the superseded data were derived.
 DY0415
 DY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT906480(NAD 83)
 DY0415_MARKER: DD = SURVEY DISK
 DY0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0415_SP_SET: CONCRETE POURED
 DY0415_STAMPING: CITY ENGINEER STANDARD BASE 0-00 ELEV 56
 DY0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0415
 DY0415  HISTORY     - Date     Condition        Report By
 DY0415  HISTORY     - UNK      MONUMENTED       CA1970
 DY0415  HISTORY     - 1946     GOOD             NGS
 DY0415  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0415
 DY0415                          STATION DESCRIPTION
 DY0415
 DY0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0415'AT LONG BEACH.
 DY0415'AT LONG BEACH, AT HOUGHTON PARK, NEAR THE SOUTHEAST CORNER OF
 DY0415'THE PARK AREA, 175.0 FEET NORTH OF THE CENTER LINE OF HARDING
 DY0415'STREET, 33.0 FEET WEST OF THE CENTER LINE OF MYRTLE STREET, SET
 DY0415'IN THE TOP OF CONCRETE POURED INTO A 6-INCH IRON PIPE COVERED
 DY0415'WITH A METAL BOX WITH LOCK AND SURROUNDED BY A MASSIVE BLOCK
 DY0415'OF CONCRETE, 3.0 FEET ABOVE THE GROUND.  A 2-INCH BRONZE DISK,
 DY0415'STAMPED CITY ENGINEER STANDARD BASE 0.00 ELEV 56.
 DY0415
 DY0415                          STATION RECOVERY (1961)
 DY0415
 DY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0054 ***********************************************************************
 HR0054  DESIGNATION -  0.46
 HR0054  PID         -  HR0054
 HR0054  STATE/COUNTY-  CA/INYO
 HR0054  USGS QUAD   -  FISH SLOUGH (1994)
 HR0054
 HR0054                         *CURRENT SURVEY CONTROL
 HR0054  ___________________________________________________________________
 HR0054* NAD 83(1986)-  37 22 50.     (N)    118 23 43.     (W)     SCALED    
 HR0054* NAVD 88     -      1264.291  (meters)    4147.93   (feet)  ADJUSTED  
 HR0054  ___________________________________________________________________
 HR0054  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HR0054  DYNAMIC HT  -        1262.857 (meters)    4143.22  (feet)  COMP
 HR0054  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 HR0054
 HR0054  VERT ORDER  -  FIRST     CLASS II
 HR0054
 HR0054.The horizontal coordinates were scaled from a topographic map and have
 HR0054.an estimated accuracy of +/- 6 seconds.
 HR0054
 HR0054.The orthometric height was determined by differential leveling
 HR0054.and adjusted in June 1991.
 HR0054
 HR0054.The geoid height was determined by GEOID03.
 HR0054
 HR0054.The dynamic height is computed by dividing the NAVD 88
 HR0054.geopotential number by the normal gravity value computed on the
 HR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0054.degrees latitude (g = 980.6199 gals.).
 HR0054
 HR0054.The modeled gravity was interpolated from observed gravity values.
 HR0054
 HR0054;                    North         East    Units  Estimated Accuracy
 HR0054;SPC CA 4     -   727,340.    2,053,560.      MT  (+/- 180 meters Scaled)
 HR0054
 HR0054                          SUPERSEDED SURVEY CONTROL
 HR0054
 HR0054.No superseded survey control is available for this station.
 HR0054
 HR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764380(NAD 83)
 HR0054_MARKER: DD = SURVEY DISK
 HR0054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HR0054_SP_SET: BRIDGE WINGWALL
 HR0054_STAMPING: B M 0.46 1973
 HR0054_MARK LOGO: CADH  
 HR0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0054+STABILITY: SURFACE MOTION
 HR0054
 HR0054  HISTORY     - Date     Condition        Report By
 HR0054  HISTORY     - 1973     MONUMENTED       CADH
 HR0054  HISTORY     - 1986     GOOD             NGS
 HR0054
 HR0054                          STATION DESCRIPTION
 HR0054
 HR0054'DESCRIBED BY CA DIV OF HIGHWAYS 1973
 HR0054'0.9 MI N FROM BISHOP.
 HR0054'FROM JUNCTION OF HIGHWAY 6 AND HIGHWAY 395 ON NORTH EDGE OF
 HR0054'BISHOP, GO NORTH ON HIGHWAY 6 0.5 MILES TO BRIDGE OVER NORTH
 HR0054'FORK OF BISHOP CREEK.  MARK IS A BRASS DISK IN TOP OF NORTHWEST
 HR0054'CONCRETE WINGWALL OF BRIDGE.  IT IS 1.1 FEET SOUTHEAST OF THE
 HR0054'NORTHWEST END OF THE WINGWALL, 29.8 FEET WEST OF HIGHWAY 6
 HR0054'CENTERLINE, 9.0 FEET WEST OF METAL GUARD RAIL, 22.0 FEET EAST
 HR0054'OF FENCE AND 0.5 FT PLUS OR MINUS BELOW HIGHWAY 6 CENTERLINE.
 HR0054
 HR0054                          STATION RECOVERY (1986)
 HR0054
 HR0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0054'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.4
 HR0054'MI) NORTH ALONG US HIGHWAY 6 FROM THE JUNCTION OF US HIGHWAY 395 IN
 HR0054'BISHOP, IN TOP AND 0.3 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 HR0054'OF THE NORTHWEST WINGWALL OF BRIDGE 48-23 OVER NORTH FORK BISHOP
 HR0054'CREEK, 9.1 METERS (30.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HR0054'NOTE--THE DESIGNATION AND ORIGIN ARE FROM CALIFORNIA DIVISION OF
 HR0054'HIGHWAYS DESCRIPTION OF 1973.
 HR0054'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6240 ***********************************************************************
 EW6240  DESIGNATION -  000017
 EW6240  PID         -  EW6240
 EW6240  STATE/COUNTY-  CA/VENTURA
 EW6240  USGS QUAD   -  POINT MUGU (1967)
 EW6240
 EW6240                         *CURRENT SURVEY CONTROL
 EW6240  ___________________________________________________________________
 EW6240* NAD 83(1986)-  34 06 19.     (N)    119 07 22.     (W)     SCALED    
 EW6240* NAVD 88     -         3.15   (+/-2cm)      10.3    (feet)  VERTCON   
 EW6240  ___________________________________________________________________
 EW6240  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6240
 EW6240.The horizontal coordinates were scaled from a topographic map and have
 EW6240.an estimated accuracy of +/- 6 seconds.
 EW6240
 EW6240.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6240.The vertical order pertains to the NGVD 29 superseded value.
 EW6240
 EW6240.The geoid height was determined by GEOID03.
 EW6240
 EW6240;                    North         East    Units  Estimated Accuracy
 EW6240;SPC CA 5     -   567,720.    1,896,400.      MT  (+/- 180 meters Scaled)
 EW6240
 EW6240                          SUPERSEDED SURVEY CONTROL
 EW6240
 EW6240  NGVD 29 (??/??/92)    2.415  (m)            7.92   (f) ADJ UNCH    2 0
 EW6240
 EW6240.Superseded values are not recommended for survey control.
 EW6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6240.See file dsdata.txt to determine how the superseded data were derived.
 EW6240
 EW6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT041758(NAD 83)
 EW6240_MARKER: Z = SEE DESCRIPTION
 EW6240_SETTING: 0 = UNSPECIFIED SETTING
 EW6240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6240
 EW6240  HISTORY     - Date     Condition        Report By
 EW6240  HISTORY     - UNK      MONUMENTED       CGS
 EW6240  HISTORY     - 1960     GOOD             NGS
 EW6240
 EW6240                          STATION DESCRIPTION
 EW6240
 EW6240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6240'6.2 MI SE FROM OXNARD.
 EW6240'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6240'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.6 MILES
 EW6240'WEST TO L AVENUE, THENCE 0.4 MILES NORTH TO 17TH STREET, THENCE
 EW6240'EAST FOR 0.2 MILE.  THE MARK IS 10 FEET NORTH OF THE CENTER
 EW6240'LINE OF THE ROAD AND 3.4 FEET SOUTH OF CAMERA STATION 33 AND 34.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6235 ***********************************************************************
 EW6235  DESIGNATION -  000018 USN
 EW6235  PID         -  EW6235
 EW6235  STATE/COUNTY-  CA/VENTURA
 EW6235  USGS QUAD   -  POINT MUGU (1967)
 EW6235
 EW6235                         *CURRENT SURVEY CONTROL
 EW6235  ___________________________________________________________________
 EW6235* NAD 83(1986)-  34 06 21.     (N)    119 07 23.     (W)     SCALED    
 EW6235* NAVD 88     -         3.03   (+/-2cm)       9.9    (feet)  VERTCON   
 EW6235  ___________________________________________________________________
 EW6235  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6235
 EW6235.The horizontal coordinates were scaled from a topographic map and have
 EW6235.an estimated accuracy of +/- 6 seconds.
 EW6235
 EW6235.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6235.The vertical order pertains to the NGVD 29 superseded value.
 EW6235
 EW6235.The geoid height was determined by GEOID03.
 EW6235
 EW6235;                    North         East    Units  Estimated Accuracy
 EW6235;SPC CA 5     -   567,780.    1,896,380.      MT  (+/- 180 meters Scaled)
 EW6235
 EW6235                          SUPERSEDED SURVEY CONTROL
 EW6235
 EW6235  NGVD 29 (??/??/92)    2.297  (m)            7.54   (f) ADJ UNCH    2 0
 EW6235
 EW6235.Superseded values are not recommended for survey control.
 EW6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6235.See file dsdata.txt to determine how the superseded data were derived.
 EW6235
 EW6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT041759(NAD 83)
 EW6235_MARKER: N = NAIL
 EW6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6235+STABILITY: SURFACE MOTION
 EW6235
 EW6235  HISTORY     - Date     Condition        Report By
 EW6235  HISTORY     - UNK      MONUMENTED       CGS
 EW6235  HISTORY     - 1965     GOOD             NGS
 EW6235
 EW6235                          STATION DESCRIPTION
 EW6235
 EW6235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6235'AT POINT MUGU NAS.
 EW6235'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6235'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6235'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6235'SOUTH ALONG SOUTH L AVENUE, THENCE 0.15 MILE EAST ALONG 17TH
 EW6235'STREET, 18.6 FEET NORTH OF THE CENTER OF 17TH STREET, 14.8 FEET
 EW6235'SOUTH OF THE NORTH EDGE OF A SMALL GRAVELED AREA, 6.4 FEET EAST
 EW6235'OF BOWEN CAMERA STATION NO. 35-36.  THE MARK IS A COPPER NAIL
 EW6235'LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2
 EW6235'INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A 6-INCH
 EW6235'DIAMETER CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6238 ***********************************************************************
 EW6238  DESIGNATION -  000019 USN
 EW6238  PID         -  EW6238
 EW6238  STATE/COUNTY-  CA/VENTURA
 EW6238  USGS QUAD   -  POINT MUGU (1967)
 EW6238
 EW6238                         *CURRENT SURVEY CONTROL
 EW6238  ___________________________________________________________________
 EW6238* NAD 83(1986)-  34 06 21.     (N)    119 07 25.     (W)     SCALED    
 EW6238* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6238  ___________________________________________________________________
 EW6238  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6238
 EW6238.The horizontal coordinates were scaled from a topographic map and have
 EW6238.an estimated accuracy of +/- 6 seconds.
 EW6238
 EW6238.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6238.The vertical order pertains to the NGVD 29 superseded value.
 EW6238
 EW6238.The geoid height was determined by GEOID03.
 EW6238
 EW6238;                    North         East    Units  Estimated Accuracy
 EW6238;SPC CA 5     -   567,780.    1,896,330.      MT  (+/- 180 meters Scaled)
 EW6238
 EW6238                          SUPERSEDED SURVEY CONTROL
 EW6238
 EW6238  NGVD 29 (??/??/92)    2.265  (m)            7.43   (f) ADJ UNCH    2 0
 EW6238
 EW6238.Superseded values are not recommended for survey control.
 EW6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6238.See file dsdata.txt to determine how the superseded data were derived.
 EW6238
 EW6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT041759(NAD 83)
 EW6238_MARKER: N = NAIL
 EW6238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6238
 EW6238  HISTORY     - Date     Condition        Report By
 EW6238  HISTORY     - UNK      MONUMENTED       CGS
 EW6238  HISTORY     - 1965     GOOD             NGS
 EW6238  HISTORY     - 1967     GOOD             NGS
 EW6238
 EW6238                          STATION DESCRIPTION
 EW6238
 EW6238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6238'AT POINT MUGU NAS.
 EW6238'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6238'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6238'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6238'SOUTH ALONG SOUTH L AVENUE, THENCE 0.35 MILE WEST ALONG 17TH
 EW6238'STREET, 25.6 FEET NORTH OF THE CENTER OF 17TH STREET, 6.2 FEET
 EW6238'EAST OF BOWEN CAMERA STATION 37-38, 2.7 FEET WEST OF A GAS MAIN
 EW6238'AND IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER
 EW6238'PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 EW6238'THE PIPE IS SET IN A 6-INCH DIAMETER CONCRETE POST.
 EW6238
 EW6238                          STATION RECOVERY (1967)
 EW6238
 EW6238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW6238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6216 ***********************************************************************
 EW6216  DESIGNATION -  000020 USN
 EW6216  PID         -  EW6216
 EW6216  STATE/COUNTY-  CA/VENTURA
 EW6216  USGS QUAD   -  POINT MUGU (1967)
 EW6216
 EW6216                         *CURRENT SURVEY CONTROL
 EW6216  ___________________________________________________________________
 EW6216* NAD 83(1986)-  34 06 27.     (N)    119 07 35.     (W)     SCALED    
 EW6216* NAVD 88     -         3.03   (+/-2cm)       9.9    (feet)  VERTCON   
 EW6216  ___________________________________________________________________
 EW6216  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6216
 EW6216.The horizontal coordinates were scaled from a topographic map and have
 EW6216.an estimated accuracy of +/- 6 seconds.
 EW6216
 EW6216.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6216.The vertical order pertains to the NGVD 29 superseded value.
 EW6216
 EW6216.The geoid height was determined by GEOID03.
 EW6216
 EW6216;                    North         East    Units  Estimated Accuracy
 EW6216;SPC CA 5     -   567,970.    1,896,070.      MT  (+/- 180 meters Scaled)
 EW6216
 EW6216                          SUPERSEDED SURVEY CONTROL
 EW6216
 EW6216  NGVD 29 (??/??/92)    2.297  (m)            7.54   (f) ADJ UNCH    2 0
 EW6216
 EW6216.Superseded values are not recommended for survey control.
 EW6216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6216.See file dsdata.txt to determine how the superseded data were derived.
 EW6216
 EW6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT038761(NAD 83)
 EW6216_MARKER: N = NAIL
 EW6216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6216
 EW6216  HISTORY     - Date     Condition        Report By
 EW6216  HISTORY     - UNK      MONUMENTED       CGS
 EW6216  HISTORY     - 1965     GOOD             NGS
 EW6216  HISTORY     - 1967     GOOD             NGS
 EW6216
 EW6216                          STATION DESCRIPTION
 EW6216
 EW6216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6216'AT POINT MUGU NAS.
 EW6216'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6216'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6216'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6216'SOUTH ALONG SOUTH L AVENUE, THENCE 0.5 MILE WEST ALONG 17TH
 EW6216'STREET, 17.4 FEET SOUTHWEST OF THE CENTER OF 17TH STREET, 10 FEET
 EW6216'NORTH OF A DITCH, 6.3 FEET EAST-SOUTHEAST OF BOWEN CAMERA
 EW6216'STATION NO. 39-40.  THE MARK IS A COPPER NAIL LEADED IN THE TOP
 EW6216'OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 3 INCHES ABOVE THE
 EW6216'SURFACE OF THE GROUND AND IS SET IN A 6-INCH SQUARE CONCRETE
 EW6216'POST.
 EW6216
 EW6216                          STATION RECOVERY (1967)
 EW6216
 EW6216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW6216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6217 ***********************************************************************
 EW6217  DESIGNATION -  000021 USN
 EW6217  PID         -  EW6217
 EW6217  STATE/COUNTY-  CA/VENTURA
 EW6217  USGS QUAD   -  POINT MUGU (1967)
 EW6217
 EW6217                         *CURRENT SURVEY CONTROL
 EW6217  ___________________________________________________________________
 EW6217* NAD 83(1986)-  34 06 27.     (N)    119 07 35.     (W)     SCALED    
 EW6217* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 EW6217  ___________________________________________________________________
 EW6217  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6217
 EW6217.The horizontal coordinates were scaled from a topographic map and have
 EW6217.an estimated accuracy of +/- 6 seconds.
 EW6217
 EW6217.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6217.The vertical order pertains to the NGVD 29 superseded value.
 EW6217
 EW6217.The geoid height was determined by GEOID03.
 EW6217
 EW6217;                    North         East    Units  Estimated Accuracy
 EW6217;SPC CA 5     -   567,970.    1,896,070.      MT  (+/- 180 meters Scaled)
 EW6217
 EW6217                          SUPERSEDED SURVEY CONTROL
 EW6217
 EW6217  NGVD 29 (??/??/92)    2.286  (m)            7.50   (f) ADJ UNCH    2 0
 EW6217
 EW6217.Superseded values are not recommended for survey control.
 EW6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6217.See file dsdata.txt to determine how the superseded data were derived.
 EW6217
 EW6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT038761(NAD 83)
 EW6217_MARKER: N = NAIL
 EW6217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6217
 EW6217  HISTORY     - Date     Condition        Report By
 EW6217  HISTORY     - UNK      MONUMENTED       CGS
 EW6217  HISTORY     - 1965     GOOD             NGS
 EW6217
 EW6217                          STATION DESCRIPTION
 EW6217
 EW6217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6217'AT POINT MUGU NAS.
 EW6217'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6217'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6217'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6217'SOUTH ALONG SOUTH L AVENUE, THENCE 0.5 MILE WEST ALONG 17TH
 EW6217'STREET, 89 FEET WEST-NORTHWEST OF BOWEN CAMERA STATION NO. 39-40,
 EW6217'17 FEET SOUTHWEST OF THE CENTER OF 17TH STREET, 6.2 FEET
 EW6217'SOUTHEAST OF BOWEN CAMERA STATION NO. 41-42.  THE MARK IS A
 EW6217'COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH
 EW6217'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A
 EW6217'6-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6188 ***********************************************************************
 EW6188  DESIGNATION -  000022 USN
 EW6188  PID         -  EW6188
 EW6188  STATE/COUNTY-  CA/VENTURA
 EW6188  USGS QUAD   -  POINT MUGU (1967)
 EW6188
 EW6188                         *CURRENT SURVEY CONTROL
 EW6188  ___________________________________________________________________
 EW6188* NAD 83(1986)-  34 06 29.     (N)    119 07 39.     (W)     SCALED    
 EW6188* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6188  ___________________________________________________________________
 EW6188  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6188
 EW6188.The horizontal coordinates were scaled from a topographic map and have
 EW6188.an estimated accuracy of +/- 6 seconds.
 EW6188
 EW6188.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6188.The vertical order pertains to the NGVD 29 superseded value.
 EW6188
 EW6188.The geoid height was determined by GEOID03.
 EW6188
 EW6188;                    North         East    Units  Estimated Accuracy
 EW6188;SPC CA 5     -   568,030.    1,895,970.      MT  (+/- 180 meters Scaled)
 EW6188
 EW6188                          SUPERSEDED SURVEY CONTROL
 EW6188
 EW6188  NGVD 29 (??/??/92)    2.265  (m)            7.43   (f) ADJ UNCH    2 0
 EW6188
 EW6188.Superseded values are not recommended for survey control.
 EW6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6188.See file dsdata.txt to determine how the superseded data were derived.
 EW6188
 EW6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT037761(NAD 83)
 EW6188_MARKER: N = NAIL
 EW6188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6188
 EW6188  HISTORY     - Date     Condition        Report By
 EW6188  HISTORY     - UNK      MONUMENTED       CGS
 EW6188  HISTORY     - 1965     GOOD             NGS
 EW6188
 EW6188                          STATION DESCRIPTION
 EW6188
 EW6188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6188'AT POINT MUGU NAS.
 EW6188'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6188'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6188'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6188'SOUTH ALONG SOUTH L AVENUE, THENCE 0.55 MILE WEST ALONG 17TH
 EW6188'STREET, 90 FEET WEST-NORTHWEST OF BOWEN CAMERA STATION NO. 41-42,
 EW6188'15 FEET SOUTHWEST OF THE CENTER OF 17TH STREET, 14 FEET NORTH OF
 EW6188'A DITCH, 6 FEET SOUTHEAST OF BOWEN CAMERA STATION NO. 43-44.
 EW6188'THE MARK IS A COPPER NAIL LEADED IN THE TOP OF A 1/2-INCH
 EW6188'DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 EW6188'GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6189 ***********************************************************************
 EW6189  DESIGNATION -  000023 USN
 EW6189  PID         -  EW6189
 EW6189  STATE/COUNTY-  CA/VENTURA
 EW6189  USGS QUAD   -  POINT MUGU (1967)
 EW6189
 EW6189                         *CURRENT SURVEY CONTROL
 EW6189  ___________________________________________________________________
 EW6189* NAD 83(1986)-  34 06 28.     (N)    119 07 49.     (W)     SCALED    
 EW6189* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6189  ___________________________________________________________________
 EW6189  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6189
 EW6189.The horizontal coordinates were scaled from a topographic map and have
 EW6189.an estimated accuracy of +/- 6 seconds.
 EW6189
 EW6189.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6189.The vertical order pertains to the NGVD 29 superseded value.
 EW6189
 EW6189.The geoid height was determined by GEOID03.
 EW6189
 EW6189;                    North         East    Units  Estimated Accuracy
 EW6189;SPC CA 5     -   568,010.    1,895,720.      MT  (+/- 180 meters Scaled)
 EW6189
 EW6189                          SUPERSEDED SURVEY CONTROL
 EW6189
 EW6189  NGVD 29 (??/??/92)    2.269  (m)            7.44   (f) ADJ UNCH    2 0
 EW6189
 EW6189.Superseded values are not recommended for survey control.
 EW6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6189.See file dsdata.txt to determine how the superseded data were derived.
 EW6189
 EW6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035761(NAD 83)
 EW6189_MARKER: Z = SEE DESCRIPTION
 EW6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6189+STABILITY: SURFACE MOTION
 EW6189
 EW6189  HISTORY     - Date     Condition        Report By
 EW6189  HISTORY     - UNK      MONUMENTED       CGS
 EW6189  HISTORY     - 1965     GOOD             NGS
 EW6189
 EW6189                          STATION DESCRIPTION
 EW6189
 EW6189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6189'AT POINT MUGU NAS.
 EW6189'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6189'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6189'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6189'SOUTH ALONG SOUTH L AVENUE, THENCE 0.1 MILE WEST ALONG 17TH
 EW6189'STREET, 90 FEET WEST-NORTHWEST OF BOWEN CAMERA STATION NO.
 EW6189'43-44, 15 FEET SOUTHWEST OF THE CENTER OF 17TH STREET AND 6 FEET
 EW6189'SOUTHEAST OF BOWEN CAMERA STATION NO. 45-46.  THE MARK IS A
 EW6189'3/4-INCH PIPE WHICH IS SET IN A 10-INCH SQUARE CONCRETE POST AND
 EW6189'PROJECTS 2 INCHES.  THE PIPE IS BENT AND APPEARS TO HAVE BEEN
 EW6189'STRUCK BY HEAVY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6559 ***********************************************************************
 EW6559  DESIGNATION -  000024 USN
 EW6559  PID         -  EW6559
 EW6559  STATE/COUNTY-  CA/VENTURA
 EW6559  USGS QUAD   -  POINT MUGU (1967)
 EW6559
 EW6559                         *CURRENT SURVEY CONTROL
 EW6559  ___________________________________________________________________
 EW6559* NAD 83(1986)-  34 06 35.     (N)    119 07 37.     (W)     SCALED    
 EW6559* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 EW6559  ___________________________________________________________________
 EW6559  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 EW6559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6559
 EW6559.The horizontal coordinates were scaled from a topographic map and have
 EW6559.an estimated accuracy of +/- 6 seconds.
 EW6559
 EW6559.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6559.The vertical order pertains to the NGVD 29 superseded value.
 EW6559
 EW6559.The geoid height was determined by GEOID03.
 EW6559
 EW6559;                    North         East    Units  Estimated Accuracy
 EW6559;SPC CA 5     -   568,220.    1,896,030.      MT  (+/- 180 meters Scaled)
 EW6559
 EW6559                          SUPERSEDED SURVEY CONTROL
 EW6559
 EW6559  NGVD 29 (??/??/92)    2.338  (m)            7.67   (f) ADJ UNCH    2 0
 EW6559
 EW6559.Superseded values are not recommended for survey control.
 EW6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6559.See file dsdata.txt to determine how the superseded data were derived.
 EW6559
 EW6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT038763(NAD 83)
 EW6559_MARKER: N = NAIL
 EW6559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6559
 EW6559  HISTORY     - Date     Condition        Report By
 EW6559  HISTORY     - UNK      MONUMENTED       CGS
 EW6559  HISTORY     - 1965     GOOD             NGS
 EW6559
 EW6559                          STATION DESCRIPTION
 EW6559
 EW6559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6559'AT POINT MUGU NAS.
 EW6559'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6559'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6559'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6559'SOUTH ALONG SOUTH L AVENUE, THENCE 0.3 MILE WEST ALONG 17TH
 EW6559'STREET, 39 FEET NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK
 EW6559'FENCE AROUND A TRANSFORMER, 17.3 FEET NORTH-NORTHEAST OF THE
 EW6559'CENTER OF 17TH STREET AND 6 FEET EAST-SOUTHEAST OF BOWEN CAMERA
 EW6559'STATION NO. 47-48.  THE MARK IS A COPPER NAIL LEADED IN THE TOP
 EW6559'OF A 3/4-INCH DIAMETER PIPE WHICH IS SET IN A 6-INCH SQUARE
 EW6559'CONCRETE POST AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 EW6559'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6177 ***********************************************************************
 EW6177  DESIGNATION -  000025 USN
 EW6177  PID         -  EW6177
 EW6177  STATE/COUNTY-  CA/VENTURA
 EW6177  USGS QUAD   -  POINT MUGU (1967)
 EW6177
 EW6177                         *CURRENT SURVEY CONTROL
 EW6177  ___________________________________________________________________
 EW6177* NAD 83(1986)-  34 06 36.     (N)    119 07 49.     (W)     SCALED    
 EW6177* NAVD 88     -         3.05   (+/-2cm)      10.0    (feet)  VERTCON   
 EW6177  ___________________________________________________________________
 EW6177  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6177
 EW6177.The horizontal coordinates were scaled from a topographic map and have
 EW6177.an estimated accuracy of +/- 6 seconds.
 EW6177
 EW6177.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6177.The vertical order pertains to the NGVD 29 superseded value.
 EW6177
 EW6177.The geoid height was determined by GEOID03.
 EW6177
 EW6177;                    North         East    Units  Estimated Accuracy
 EW6177;SPC CA 5     -   568,250.    1,895,720.      MT  (+/- 180 meters Scaled)
 EW6177
 EW6177                          SUPERSEDED SURVEY CONTROL
 EW6177
 EW6177  NGVD 29 (??/??/92)    2.314  (m)            7.59   (f) ADJ UNCH    2 0
 EW6177
 EW6177.Superseded values are not recommended for survey control.
 EW6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6177.See file dsdata.txt to determine how the superseded data were derived.
 EW6177
 EW6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035764(NAD 83)
 EW6177_MARKER: N = NAIL
 EW6177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6177
 EW6177  HISTORY     - Date     Condition        Report By
 EW6177  HISTORY     - UNK      MONUMENTED       CGS
 EW6177  HISTORY     - 1965     GOOD             NGS
 EW6177
 EW6177                          STATION DESCRIPTION
 EW6177
 EW6177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6177'AT POINT MUGU NAS.
 EW6177'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6177'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6177'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.55 MILE
 EW6177'SOUTH ALONG SOUTH L AVENUE, THENCE 0.35 MILE WEST ALONG 17TH
 EW6177'STREET, 16.7 FEET NORTH OF THE CENTER OF 17TH STREET, 27 FEET
 EW6177'NORTH OF THE NORTH ONE OF TWO MANHOLE COVERS, 6.4 FEET
 EW6177'EAST-SOUTHEAST OF BOWEN CAMERA STATION NO. 49-50.  THE MARK IS A
 EW6177'COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH
 EW6177'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN A
 EW6177'6-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6209 ***********************************************************************
 EW6209  DESIGNATION -  000026 USN
 EW6209  PID         -  EW6209
 EW6209  STATE/COUNTY-  CA/VENTURA
 EW6209  USGS QUAD   -  POINT MUGU (1967)
 EW6209
 EW6209                         *CURRENT SURVEY CONTROL
 EW6209  ___________________________________________________________________
 EW6209* NAD 83(1986)-  34 06 21.     (N)    119 07 43.     (W)     SCALED    
 EW6209* NAVD 88     -         2.99   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6209  ___________________________________________________________________
 EW6209  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6209
 EW6209.The horizontal coordinates were scaled from a topographic map and have
 EW6209.an estimated accuracy of +/- 6 seconds.
 EW6209
 EW6209.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6209.The vertical order pertains to the NGVD 29 superseded value.
 EW6209
 EW6209.The geoid height was determined by GEOID03.
 EW6209
 EW6209;                    North         East    Units  Estimated Accuracy
 EW6209;SPC CA 5     -   567,790.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6209
 EW6209                          SUPERSEDED SURVEY CONTROL
 EW6209
 EW6209  NGVD 29 (??/??/92)    2.252  (m)            7.39   (f) ADJ UNCH    2 0
 EW6209
 EW6209.Superseded values are not recommended for survey control.
 EW6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6209.See file dsdata.txt to determine how the superseded data were derived.
 EW6209
 EW6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6209_MARKER: N = NAIL
 EW6209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6209
 EW6209  HISTORY     - Date     Condition        Report By
 EW6209  HISTORY     - UNK      MONUMENTED       CGS
 EW6209  HISTORY     - 1965     GOOD             NGS
 EW6209
 EW6209                          STATION DESCRIPTION
 EW6209
 EW6209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6209'AT POINT MUGU NAS.
 EW6209'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6209'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6209'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.7 MILE
 EW6209'SOUTHERLY ALONG SOUTH L AVENUE, THENCE 0.05 MILE WEST ALONG AN
 EW6209'ASPHALT ROAD, 15 FEET SOUTH OF THE CENTER OF THE ROAD, 10 FEET
 EW6209'NORTH OF THE SOUTH EDGE OF A GRAVELED AREA, 6 FEET EAST OF BOWEN
 EW6209'CAMERA STATION NO. 51-52 AND IS A COPPER NAIL LEADED IN THE TOP
 EW6209'OF A 3/4-INCH DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 EW6209'SURFACE OF THE GROUND AND SET IN A 6-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6208 ***********************************************************************
 EW6208  DESIGNATION -  000027 USN
 EW6208  PID         -  EW6208
 EW6208  STATE/COUNTY-  CA/VENTURA
 EW6208  USGS QUAD   -  POINT MUGU (1967)
 EW6208
 EW6208                         *CURRENT SURVEY CONTROL
 EW6208  ___________________________________________________________________
 EW6208* NAD 83(1986)-  34 06 21.     (N)    119 07 42.     (W)     SCALED    
 EW6208* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 EW6208  ___________________________________________________________________
 EW6208  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6208
 EW6208.The horizontal coordinates were scaled from a topographic map and have
 EW6208.an estimated accuracy of +/- 6 seconds.
 EW6208
 EW6208.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6208.The vertical order pertains to the NGVD 29 superseded value.
 EW6208
 EW6208.The geoid height was determined by GEOID03.
 EW6208
 EW6208;                    North         East    Units  Estimated Accuracy
 EW6208;SPC CA 5     -   567,790.    1,895,890.      MT  (+/- 180 meters Scaled)
 EW6208
 EW6208                          SUPERSEDED SURVEY CONTROL
 EW6208
 EW6208  NGVD 29 (??/??/92)    2.278  (m)            7.47   (f) ADJ UNCH    2 0
 EW6208
 EW6208.Superseded values are not recommended for survey control.
 EW6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6208.See file dsdata.txt to determine how the superseded data were derived.
 EW6208
 EW6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6208_MARKER: N = NAIL
 EW6208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6208
 EW6208  HISTORY     - Date     Condition        Report By
 EW6208  HISTORY     - UNK      MONUMENTED       CGS
 EW6208  HISTORY     - 1965     GOOD             NGS
 EW6208  HISTORY     - 1967     GOOD             NGS
 EW6208
 EW6208                          STATION DESCRIPTION
 EW6208
 EW6208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6208'AT POINT MUGU NAS.
 EW6208'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6208'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6208'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.7 MILE
 EW6208'SOUTHERLY ALONG SOUTH L AVENUE, THENCE 0.05 MILE WEST ALONG AN
 EW6208'ASPHALT ROAD, 90 FEET WEST OF BOWEN CAMERA STATION 51-52, 14 FEET
 EW6208'SOUTH OF THE CENTER OF THE ROAD, 10 FEET NORTH OF THE SOUTH
 EW6208'EDGE OF A GRAVELED AREA, 6.2 FEET EAST OF BOWEN CAMERA STATION
 EW6208'53-54 AND IS A COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH
 EW6208'DIAMETER PIPE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 EW6208'GROUND AND IS SET IN AN 8-INCH SQUARE CONCRETE POST.
 EW6208
 EW6208                          STATION RECOVERY (1967)
 EW6208
 EW6208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW6208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6163 ***********************************************************************
 EW6163  DESIGNATION -  000029 USN
 EW6163  PID         -  EW6163
 EW6163  STATE/COUNTY-  CA/VENTURA
 EW6163  USGS QUAD   -  POINT MUGU (1967)
 EW6163
 EW6163                         *CURRENT SURVEY CONTROL
 EW6163  ___________________________________________________________________
 EW6163* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6163* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6163  ___________________________________________________________________
 EW6163  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6163
 EW6163.The horizontal coordinates were scaled from a topographic map and have
 EW6163.an estimated accuracy of +/- 6 seconds.
 EW6163
 EW6163.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6163.The vertical order pertains to the NGVD 29 superseded value.
 EW6163
 EW6163.The geoid height was determined by GEOID03.
 EW6163
 EW6163;                    North         East    Units  Estimated Accuracy
 EW6163;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6163
 EW6163                          SUPERSEDED SURVEY CONTROL
 EW6163
 EW6163  NGVD 29 (??/??/92)    2.243  (m)            7.36   (f) ADJ UNCH    2 0
 EW6163
 EW6163.Superseded values are not recommended for survey control.
 EW6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6163.See file dsdata.txt to determine how the superseded data were derived.
 EW6163
 EW6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6163_MARKER: N = NAIL
 EW6163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6163
 EW6163  HISTORY     - Date     Condition        Report By
 EW6163  HISTORY     - UNK      MONUMENTED       CGS
 EW6163  HISTORY     - 1965     GOOD             NGS
 EW6163
 EW6163                          STATION DESCRIPTION
 EW6163
 EW6163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6163'AT POINT MUGU NAVAL AIR STA.
 EW6163'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT POINT
 EW6163'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6163'FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.7 MILE
 EW6163'SOUTH ALONG SOUTH L AVENUE, THENCE 0.15 MILE WEST ALONG AN
 EW6163'ASPHALT ROAD, 18.4 FEET SOUTHEAST OF A SILVER PAINTED TANK, 12.5
 EW6163'FEET SOUTH OF THE CENTER OF THE ROAD, 8 FEET NORTH OF THE SOUTH
 EW6163'EDGE OF A GRAVELED AREA AND 5.9 FEET EAST OF BOWEN CAMERA
 EW6163'STATION NO. 57-58.  THE MARK IS A COPPER NAIL LEADED IN THE TOP
 EW6163'OF A 3/4-INCH PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 EW6163'GROUND AND IS SET IN A CONCRETE POST 6 INCHES IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6230 ***********************************************************************
 EW6230  DESIGNATION -  000030 USN
 EW6230  PID         -  EW6230
 EW6230  STATE/COUNTY-  CA/VENTURA
 EW6230  USGS QUAD   -  POINT MUGU (1967)
 EW6230
 EW6230                         *CURRENT SURVEY CONTROL
 EW6230  ___________________________________________________________________
 EW6230* NAD 83(1986)-  34 06 28.     (N)    119 07 48.     (W)     SCALED    
 EW6230* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 EW6230  ___________________________________________________________________
 EW6230  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6230
 EW6230.The horizontal coordinates were scaled from a topographic map and have
 EW6230.an estimated accuracy of +/- 6 seconds.
 EW6230
 EW6230.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6230.The vertical order pertains to the NGVD 29 superseded value.
 EW6230
 EW6230.The geoid height was determined by GEOID03.
 EW6230
 EW6230;                    North         East    Units  Estimated Accuracy
 EW6230;SPC CA 5     -   568,000.    1,895,740.      MT  (+/- 180 meters Scaled)
 EW6230
 EW6230                          SUPERSEDED SURVEY CONTROL
 EW6230
 EW6230  NGVD 29 (??/??/92)    2.336  (m)            7.66   (f) ADJ UNCH    2 0
 EW6230
 EW6230.Superseded values are not recommended for survey control.
 EW6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6230.See file dsdata.txt to determine how the superseded data were derived.
 EW6230
 EW6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035761(NAD 83)
 EW6230_MARKER: N = NAIL
 EW6230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6230
 EW6230  HISTORY     - Date     Condition        Report By
 EW6230  HISTORY     - UNK      MONUMENTED       CGS
 EW6230  HISTORY     - 1959     GOOD             NGS
 EW6230
 EW6230                          STATION DESCRIPTION
 EW6230
 EW6230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EW6230'AT POINT MUGU.
 EW6230'AT POINT MUGU, AT THE U.S. NAVAL AIR MISSILE TEST CENTER, POINT
 EW6230'MUGU, 0.1 MILE NORTHEAST OF BUILDING NO 81, AT BOWEN CAMERA
 EW6230'STATION NO 59-60, 22 FEET NORTHWEST OF THE CENTER LINE OF M
 EW6230'AVENUE, 6.6 FEET EAST OF THE NORTH CORNER OF THE CAMERA BOX, A
 EW6230'NAIL LEADED IN THE CENTER OF A 3/4 INCH IRON PIPE PROJECTING
 EW6230'0.2 FOOT, AND ABOUT LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6173 ***********************************************************************
 EW6173  DESIGNATION -  000031
 EW6173  PID         -  EW6173
 EW6173  STATE/COUNTY-  CA/VENTURA
 EW6173  USGS QUAD   -  POINT MUGU (1967)
 EW6173
 EW6173                         *CURRENT SURVEY CONTROL
 EW6173  ___________________________________________________________________
 EW6173* NAD 83(1986)-  34 06 15.     (N)    119 08 02.     (W)     SCALED    
 EW6173* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 EW6173  ___________________________________________________________________
 EW6173  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6173
 EW6173.The horizontal coordinates were scaled from a topographic map and have
 EW6173.an estimated accuracy of +/- 6 seconds.
 EW6173
 EW6173.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6173.The vertical order pertains to the NGVD 29 superseded value.
 EW6173
 EW6173.The geoid height was determined by GEOID03.
 EW6173
 EW6173;                    North         East    Units  Estimated Accuracy
 EW6173;SPC CA 5     -   567,610.    1,895,380.      MT  (+/- 180 meters Scaled)
 EW6173
 EW6173                          SUPERSEDED SURVEY CONTROL
 EW6173
 EW6173  NGVD 29 (??/??/92)    2.32   (m)            7.6    (f) COMPUTED    2 0
 EW6173
 EW6173.Superseded values are not recommended for survey control.
 EW6173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6173.See file dsdata.txt to determine how the superseded data were derived.
 EW6173
 EW6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT031757(NAD 83)
 EW6173_MARKER: B = BOLT
 EW6173_SETTING: 0 = UNSPECIFIED SETTING
 EW6173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6173
 EW6173  HISTORY     - Date     Condition        Report By
 EW6173  HISTORY     - UNK      MONUMENTED       CGS
 EW6173  HISTORY     - 1960     GOOD             NGS
 EW6173
 EW6173                          STATION DESCRIPTION
 EW6173
 EW6173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6173'6.2 MI SE FROM OXNARD.
 EW6173'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6173'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.15
 EW6173'MILES WEST ALONG BEACH ROAD.  THE MARK IS 15 FEET NORTH OF THE
 EW6173'CENTER LINE OF BEACH ROAD AND 11.9 FEET NORTH OF CAMERA STATION
 EW6173'61 AND 62.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6176 ***********************************************************************
 EW6176  DESIGNATION -  000032
 EW6176  PID         -  EW6176
 EW6176  STATE/COUNTY-  CA/VENTURA
 EW6176  USGS QUAD   -  POINT MUGU (1967)
 EW6176
 EW6176                         *CURRENT SURVEY CONTROL
 EW6176  ___________________________________________________________________
 EW6176* NAD 83(1986)-  34 06 17.     (N)    119 08 09.     (W)     SCALED    
 EW6176* NAVD 88     -         3.32   (+/-2cm)      10.9    (feet)  VERTCON   
 EW6176  ___________________________________________________________________
 EW6176  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6176
 EW6176.The horizontal coordinates were scaled from a topographic map and have
 EW6176.an estimated accuracy of +/- 6 seconds.
 EW6176
 EW6176.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6176.The vertical order pertains to the NGVD 29 superseded value.
 EW6176
 EW6176.The geoid height was determined by GEOID03.
 EW6176
 EW6176;                    North         East    Units  Estimated Accuracy
 EW6176;SPC CA 5     -   567,670.    1,895,200.      MT  (+/- 180 meters Scaled)
 EW6176
 EW6176                          SUPERSEDED SURVEY CONTROL
 EW6176
 EW6176  NGVD 29 (??/??/92)    2.58   (m)            8.5    (f) COMPUTED    2 0
 EW6176
 EW6176.Superseded values are not recommended for survey control.
 EW6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6176.See file dsdata.txt to determine how the superseded data were derived.
 EW6176
 EW6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT029758(NAD 83)
 EW6176_MARKER: Z = SEE DESCRIPTION
 EW6176_SETTING: 0 = UNSPECIFIED SETTING
 EW6176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6176
 EW6176  HISTORY     - Date     Condition        Report By
 EW6176  HISTORY     - UNK      MONUMENTED       CGS
 EW6176  HISTORY     - 1960     GOOD             NGS
 EW6176
 EW6176                          STATION DESCRIPTION
 EW6176
 EW6176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6176'6.2 MI SE FROM OXNARD.
 EW6176'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6176'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.3
 EW6176'MILES WEST ALONG BEACH ROAD.  THE MARK IS 27 FEET NORTH OF THE
 EW6176'CENTER LINE OF BEACH ROAD AND 8.8 FEET EAST OF CAMERA STATION
 EW6176'63 AND 64.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6179 ***********************************************************************
 EW6179  DESIGNATION -  000033
 EW6179  PID         -  EW6179
 EW6179  STATE/COUNTY-  CA/VENTURA
 EW6179  USGS QUAD   -  POINT MUGU (1967)
 EW6179
 EW6179                         *CURRENT SURVEY CONTROL
 EW6179  ___________________________________________________________________
 EW6179* NAD 83(1986)-  34 06 19.     (N)    119 08 08.     (W)     SCALED    
 EW6179* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 EW6179  ___________________________________________________________________
 EW6179  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6179
 EW6179.The horizontal coordinates were scaled from a topographic map and have
 EW6179.an estimated accuracy of +/- 6 seconds.
 EW6179
 EW6179.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6179.The vertical order pertains to the NGVD 29 superseded value.
 EW6179
 EW6179.The geoid height was determined by GEOID03.
 EW6179
 EW6179;                    North         East    Units  Estimated Accuracy
 EW6179;SPC CA 5     -   567,730.    1,895,230.      MT  (+/- 180 meters Scaled)
 EW6179
 EW6179                          SUPERSEDED SURVEY CONTROL
 EW6179
 EW6179  NGVD 29 (??/??/92)    2.71   (m)            8.9    (f) COMPUTED    2 0
 EW6179
 EW6179.Superseded values are not recommended for survey control.
 EW6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6179.See file dsdata.txt to determine how the superseded data were derived.
 EW6179
 EW6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT030758(NAD 83)
 EW6179_MARKER: Z = SEE DESCRIPTION
 EW6179_SETTING: 0 = UNSPECIFIED SETTING
 EW6179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6179
 EW6179  HISTORY     - Date     Condition        Report By
 EW6179  HISTORY     - UNK      MONUMENTED       CGS
 EW6179  HISTORY     - 1960     GOOD             NGS
 EW6179
 EW6179                          STATION DESCRIPTION
 EW6179
 EW6179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6179'6.2 MI SE FROM OXNARD.
 EW6179'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6179'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.2
 EW6179'MILES WEST ALONG BEACH ROAD.  THE MARK IS 31 FEET NORTH OF THE
 EW6179'CENTER LINE OF BEACH ROAD AND 5.6 FEET EAST OF CAMERA STATION
 EW6179'65 AND 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6560 ***********************************************************************
 EW6560  DESIGNATION -  000034
 EW6560  PID         -  EW6560
 EW6560  STATE/COUNTY-  CA/VENTURA
 EW6560  USGS QUAD   -  POINT MUGU (1967)
 EW6560
 EW6560                         *CURRENT SURVEY CONTROL
 EW6560  ___________________________________________________________________
 EW6560* NAD 83(1986)-  34 06 17.     (N)    119 08 06.     (W)     SCALED    
 EW6560* NAVD 88     -         3.46   (+/-2cm)      11.4    (feet)  VERTCON   
 EW6560  ___________________________________________________________________
 EW6560  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6560
 EW6560.The horizontal coordinates were scaled from a topographic map and have
 EW6560.an estimated accuracy of +/- 6 seconds.
 EW6560
 EW6560.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6560.The vertical order pertains to the NGVD 29 superseded value.
 EW6560
 EW6560.The geoid height was determined by GEOID03.
 EW6560
 EW6560;                    North         East    Units  Estimated Accuracy
 EW6560;SPC CA 5     -   567,670.    1,895,280.      MT  (+/- 180 meters Scaled)
 EW6560
 EW6560                          SUPERSEDED SURVEY CONTROL
 EW6560
 EW6560  NGVD 29 (??/??/92)    2.73   (m)            9.0    (f) COMPUTED    2 0
 EW6560
 EW6560.Superseded values are not recommended for survey control.
 EW6560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6560.See file dsdata.txt to determine how the superseded data were derived.
 EW6560
 EW6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT030758(NAD 83)
 EW6560_MARKER: Z = SEE DESCRIPTION
 EW6560_SETTING: 0 = UNSPECIFIED SETTING
 EW6560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6560
 EW6560  HISTORY     - Date     Condition        Report By
 EW6560  HISTORY     - UNK      MONUMENTED       CGS
 EW6560  HISTORY     - 1960     GOOD             NGS
 EW6560
 EW6560                          STATION DESCRIPTION
 EW6560
 EW6560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6560'6.2 MI SE FROM OXNARD.
 EW6560'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6560'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.2
 EW6560'MILES WEST ALONG BEACH ROAD.  THE MARK IS 31 FEET NORTH OF THE
 EW6560'CENTER LINE OF BEACH ROAD AND 12.8 FEET EAST OF CAMERA STATION
 EW6560'65 AND 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6192 ***********************************************************************
 EW6192  DESIGNATION -  000035
 EW6192  PID         -  EW6192
 EW6192  STATE/COUNTY-  CA/VENTURA
 EW6192  USGS QUAD   -  POINT MUGU (1967)
 EW6192
 EW6192                         *CURRENT SURVEY CONTROL
 EW6192  ___________________________________________________________________
 EW6192* NAD 83(1986)-  34 06 05.     (N)    119 07 46.     (W)     SCALED    
 EW6192* NAVD 88     -         3.49   (+/-2cm)      11.5    (feet)  VERTCON   
 EW6192  ___________________________________________________________________
 EW6192  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6192
 EW6192.The horizontal coordinates were scaled from a topographic map and have
 EW6192.an estimated accuracy of +/- 6 seconds.
 EW6192
 EW6192.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6192.The vertical order pertains to the NGVD 29 superseded value.
 EW6192
 EW6192.The geoid height was determined by GEOID03.
 EW6192
 EW6192;                    North         East    Units  Estimated Accuracy
 EW6192;SPC CA 5     -   567,300.    1,895,780.      MT  (+/- 180 meters Scaled)
 EW6192
 EW6192                          SUPERSEDED SURVEY CONTROL
 EW6192
 EW6192  NGVD 29 (??/??/92)    2.75   (m)            9.0    (f) COMPUTED    2 0
 EW6192
 EW6192.Superseded values are not recommended for survey control.
 EW6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6192.See file dsdata.txt to determine how the superseded data were derived.
 EW6192
 EW6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035754(NAD 83)
 EW6192_MARKER: Z = SEE DESCRIPTION
 EW6192_SETTING: 0 = UNSPECIFIED SETTING
 EW6192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6192
 EW6192  HISTORY     - Date     Condition        Report By
 EW6192  HISTORY     - UNK      MONUMENTED       CGS
 EW6192  HISTORY     - 1960     GOOD             NGS
 EW6192
 EW6192                          STATION DESCRIPTION
 EW6192
 EW6192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6192'6.2 MI SE FROM OXNARD.
 EW6192'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6192'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.85
 EW6192'MILES WEST ALONG BEACH ROAD.  THE MARK IS 23.5 FEET NORTH OF THE
 EW6192'CENTER LINE OF BEACH ROAD AND 7.3 FEET EAST OF CAMERA STATION
 EW6192'67 AND 68.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6194 ***********************************************************************
 EW6194  DESIGNATION -  000036
 EW6194  PID         -  EW6194
 EW6194  STATE/COUNTY-  CA/VENTURA
 EW6194  USGS QUAD   -  POINT MUGU (1967)
 EW6194
 EW6194                         *CURRENT SURVEY CONTROL
 EW6194  ___________________________________________________________________
 EW6194* NAD 83(1986)-  34 06 08.     (N)    119 07 46.     (W)     SCALED    
 EW6194* NAVD 88     -         3.46   (+/-2cm)      11.4    (feet)  VERTCON   
 EW6194  ___________________________________________________________________
 EW6194  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6194
 EW6194.The horizontal coordinates were scaled from a topographic map and have
 EW6194.an estimated accuracy of +/- 6 seconds.
 EW6194
 EW6194.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6194.The vertical order pertains to the NGVD 29 superseded value.
 EW6194
 EW6194.The geoid height was determined by GEOID03.
 EW6194
 EW6194;                    North         East    Units  Estimated Accuracy
 EW6194;SPC CA 5     -   567,390.    1,895,790.      MT  (+/- 180 meters Scaled)
 EW6194
 EW6194                          SUPERSEDED SURVEY CONTROL
 EW6194
 EW6194  NGVD 29 (??/??/92)    2.73   (m)            9.0    (f) COMPUTED    2 0
 EW6194
 EW6194.Superseded values are not recommended for survey control.
 EW6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6194.See file dsdata.txt to determine how the superseded data were derived.
 EW6194
 EW6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035755(NAD 83)
 EW6194_MARKER: Z = SEE DESCRIPTION
 EW6194_SETTING: 0 = UNSPECIFIED SETTING
 EW6194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6194
 EW6194  HISTORY     - Date     Condition        Report By
 EW6194  HISTORY     - UNK      MONUMENTED       CGS
 EW6194  HISTORY     - 1960     GOOD             NGS
 EW6194
 EW6194                          STATION DESCRIPTION
 EW6194
 EW6194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6194'6.2 MI SE FROM OXNARD.
 EW6194'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6194'SOUTH ALONG MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.8 MILES
 EW6194'WEST ALONG BEACH ROAD.  THE MARK IS 26 FEET NORTH OF THE CENTER
 EW6194'LINE OF BEACH ROAD AND 5.1 FEET EAST OF CAMERA STATION 69 AND
 EW6194'70.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6193 ***********************************************************************
 EW6193  DESIGNATION -  000037
 EW6193  PID         -  EW6193
 EW6193  STATE/COUNTY-  CA/VENTURA
 EW6193  USGS QUAD   -  POINT MUGU (1967)
 EW6193
 EW6193                         *CURRENT SURVEY CONTROL
 EW6193  ___________________________________________________________________
 EW6193* NAD 83(1986)-  34 06 05.     (N)    119 07 46.     (W)     SCALED    
 EW6193* NAVD 88     -         3.35   (+/-2cm)      11.0    (feet)  VERTCON   
 EW6193  ___________________________________________________________________
 EW6193  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6193
 EW6193.The horizontal coordinates were scaled from a topographic map and have
 EW6193.an estimated accuracy of +/- 6 seconds.
 EW6193
 EW6193.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6193.The vertical order pertains to the NGVD 29 superseded value.
 EW6193
 EW6193.The geoid height was determined by GEOID03.
 EW6193
 EW6193;                    North         East    Units  Estimated Accuracy
 EW6193;SPC CA 5     -   567,300.    1,895,780.      MT  (+/- 180 meters Scaled)
 EW6193
 EW6193                          SUPERSEDED SURVEY CONTROL
 EW6193
 EW6193  NGVD 29 (??/??/92)    2.61   (m)            8.6    (f) COMPUTED    2 0
 EW6193
 EW6193.Superseded values are not recommended for survey control.
 EW6193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6193.See file dsdata.txt to determine how the superseded data were derived.
 EW6193
 EW6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035754(NAD 83)
 EW6193_MARKER: Z = SEE DESCRIPTION
 EW6193_SETTING: 0 = UNSPECIFIED SETTING
 EW6193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6193
 EW6193  HISTORY     - Date     Condition        Report By
 EW6193  HISTORY     - UNK      MONUMENTED       CGS
 EW6193  HISTORY     - 1960     GOOD             NGS
 EW6193
 EW6193                          STATION DESCRIPTION
 EW6193
 EW6193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6193'6.2 MI SE FROM OXNARD.
 EW6193'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6193'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.75
 EW6193'MILES WEST ALONG BEACH ROAD.  THE MARK IS 25 FEET NORTH OF
 EW6193'THE CENTER LINE OF BEACH ROAD AND 4.2 FEET EAST OF CAMERA
 EW6193'STATION 71 AND 72.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6219 ***********************************************************************
 EW6219  DESIGNATION -  000038
 EW6219  PID         -  EW6219
 EW6219  STATE/COUNTY-  CA/VENTURA
 EW6219  USGS QUAD   -  POINT MUGU (1967)
 EW6219
 EW6219                         *CURRENT SURVEY CONTROL
 EW6219  ___________________________________________________________________
 EW6219* NAD 83(1986)-  34 06 06.     (N)    119 07 43.     (W)     SCALED    
 EW6219* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 EW6219  ___________________________________________________________________
 EW6219  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6219
 EW6219.The horizontal coordinates were scaled from a topographic map and have
 EW6219.an estimated accuracy of +/- 6 seconds.
 EW6219
 EW6219.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6219.The vertical order pertains to the NGVD 29 superseded value.
 EW6219
 EW6219.The geoid height was determined by GEOID03.
 EW6219
 EW6219;                    North         East    Units  Estimated Accuracy
 EW6219;SPC CA 5     -   567,330.    1,895,860.      MT  (+/- 180 meters Scaled)
 EW6219
 EW6219                          SUPERSEDED SURVEY CONTROL
 EW6219
 EW6219  NGVD 29 (??/??/92)    2.71   (m)            8.9    (f) COMPUTED    2 0
 EW6219
 EW6219.Superseded values are not recommended for survey control.
 EW6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6219.See file dsdata.txt to determine how the superseded data were derived.
 EW6219
 EW6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036754(NAD 83)
 EW6219_MARKER: P = PIPE CAP
 EW6219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6219
 EW6219  HISTORY     - Date     Condition        Report By
 EW6219  HISTORY     - UNK      MONUMENTED       CGS
 EW6219  HISTORY     - 1960     GOOD             NGS
 EW6219
 EW6219                          STATION DESCRIPTION
 EW6219
 EW6219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6219'6.2 MI SE FROM OXNARD.
 EW6219'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6219'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.4
 EW6219'MILES WEST ALONG BEACH ROAD.  THE MARK IS 26.6 FEET NORTH OF
 EW6219'THE CENTER LINE OF BEACH ROAD AND 10.6 FEET EAST OF CAMERA
 EW6219'STATION 75 AND 76.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6239 ***********************************************************************
 EW6239  DESIGNATION -  000039
 EW6239  PID         -  EW6239
 EW6239  STATE/COUNTY-  CA/VENTURA
 EW6239  USGS QUAD   -  POINT MUGU (1967)
 EW6239
 EW6239                         *CURRENT SURVEY CONTROL
 EW6239  ___________________________________________________________________
 EW6239* NAD 83(1986)-  34 06 03.     (N)    119 07 31.     (W)     SCALED    
 EW6239* NAVD 88     -         3.69   (+/-2cm)      12.1    (feet)  VERTCON   
 EW6239  ___________________________________________________________________
 EW6239  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6239
 EW6239.The horizontal coordinates were scaled from a topographic map and have
 EW6239.an estimated accuracy of +/- 6 seconds.
 EW6239
 EW6239.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6239.The vertical order pertains to the NGVD 29 superseded value.
 EW6239
 EW6239.The geoid height was determined by GEOID03.
 EW6239
 EW6239;                    North         East    Units  Estimated Accuracy
 EW6239;SPC CA 5     -   567,230.    1,896,170.      MT  (+/- 180 meters Scaled)
 EW6239
 EW6239                          SUPERSEDED SURVEY CONTROL
 EW6239
 EW6239  NGVD 29 (??/??/92)    2.95   (m)            9.7    (f) COMPUTED    2 0
 EW6239
 EW6239.Superseded values are not recommended for survey control.
 EW6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6239.See file dsdata.txt to determine how the superseded data were derived.
 EW6239
 EW6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT039753(NAD 83)
 EW6239_MARKER: P = PIPE CAP
 EW6239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6239
 EW6239  HISTORY     - Date     Condition        Report By
 EW6239  HISTORY     - UNK      MONUMENTED       CGS
 EW6239  HISTORY     - 1960     GOOD             NGS
 EW6239
 EW6239                          STATION DESCRIPTION
 EW6239
 EW6239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6239'6.2 MI SE FROM OXNARD.
 EW6239'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6239'SOUTH ALONG MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.7 MILES
 EW6239'WEST ALONG BEACH ROAD.  THE MARK IS 25 FEET NORTH OF THE CENTER
 EW6239'LINE OF BEACH ROAD AND 5.2 FEET EAST OF CAMERA STATION 73 AND
 EW6239'74.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6256 ***********************************************************************
 EW6256  DESIGNATION -  000040
 EW6256  PID         -  EW6256
 EW6256  STATE/COUNTY-  CA/VENTURA
 EW6256  USGS QUAD   -  POINT MUGU (1967)
 EW6256
 EW6256                         *CURRENT SURVEY CONTROL
 EW6256  ___________________________________________________________________
 EW6256* NAD 83(1986)-  34 06 01.     (N)    119 07 28.     (W)     SCALED    
 EW6256* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 EW6256  ___________________________________________________________________
 EW6256  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6256
 EW6256.The horizontal coordinates were scaled from a topographic map and have
 EW6256.an estimated accuracy of +/- 6 seconds.
 EW6256
 EW6256.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6256.The vertical order pertains to the NGVD 29 superseded value.
 EW6256
 EW6256.The geoid height was determined by GEOID03.
 EW6256
 EW6256;                    North         East    Units  Estimated Accuracy
 EW6256;SPC CA 5     -   567,170.    1,896,240.      MT  (+/- 180 meters Scaled)
 EW6256
 EW6256                          SUPERSEDED SURVEY CONTROL
 EW6256
 EW6256  NGVD 29 (??/??/92)    2.827  (m)            9.27   (f) ADJ UNCH    2 0
 EW6256
 EW6256.Superseded values are not recommended for survey control.
 EW6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6256.See file dsdata.txt to determine how the superseded data were derived.
 EW6256
 EW6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT040753(NAD 83)
 EW6256_MARKER: P = PIPE CAP
 EW6256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6256_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6256
 EW6256  HISTORY     - Date     Condition        Report By
 EW6256  HISTORY     - UNK      MONUMENTED       CGS
 EW6256  HISTORY     - 1960     GOOD             NGS
 EW6256
 EW6256                          STATION DESCRIPTION
 EW6256
 EW6256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6256'6.2 MI SE FROM OXNARD.
 EW6256'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6256'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 1.3 MILES
 EW6256'WEST ALONG BEACH ROAD.  THE MARK IS 23 FEET NORTH OF THE CENTER
 EW6256'LINE OF BEACH ROAD AND 10.3 FEET EAST OF CAMERA STATION 77 AND
 EW6256'78.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6391 ***********************************************************************
 EW6391  DESIGNATION -  000041 USN
 EW6391  PID         -  EW6391
 EW6391  STATE/COUNTY-  CA/VENTURA
 EW6391  USGS QUAD   -  POINT MUGU (1967)
 EW6391
 EW6391                         *CURRENT SURVEY CONTROL
 EW6391  ___________________________________________________________________
 EW6391* NAD 83(1986)-  34 06 39.     (N)    119 07 22.     (W)     SCALED    
 EW6391* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6391  ___________________________________________________________________
 EW6391  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW6391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6391
 EW6391.The horizontal coordinates were scaled from a topographic map and have
 EW6391.an estimated accuracy of +/- 6 seconds.
 EW6391
 EW6391.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6391.The vertical order pertains to the NGVD 29 superseded value.
 EW6391
 EW6391.The geoid height was determined by GEOID03.
 EW6391
 EW6391;                    North         East    Units  Estimated Accuracy
 EW6391;SPC CA 5     -   568,340.    1,896,410.      MT  (+/- 180 meters Scaled)
 EW6391
 EW6391                          SUPERSEDED SURVEY CONTROL
 EW6391
 EW6391  NGVD 29 (??/??/92)    2.247  (m)            7.37   (f) ADJ UNCH    2 0
 EW6391
 EW6391.Superseded values are not recommended for survey control.
 EW6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6391.See file dsdata.txt to determine how the superseded data were derived.
 EW6391
 EW6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT042764(NAD 83)
 EW6391_MARKER: N = NAIL
 EW6391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6391
 EW6391  HISTORY     - Date     Condition        Report By
 EW6391  HISTORY     - UNK      MONUMENTED       CGS
 EW6391  HISTORY     - 1965     GOOD             NGS
 EW6391
 EW6391                          STATION DESCRIPTION
 EW6391
 EW6391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6391'AT POINT MUGU NAS.
 EW6391'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6391'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6391'LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE 0.25
 EW6391'MILE NORTH ALONG SOUTH L AVENUE, THENCE 0.15 MILE WEST ALONG
 EW6391'15TH STREET, 27.5 FEET SOUTHWEST OF THE CENTER OF 15TH STREET,
 EW6391'10.6 FEET EAST OF THE EAST END OF A CABLE TRAY AND 7 FEET
 EW6391'NORTHEAST OF BOWEN CAMERA STATION NO. 85-86.  THE MARK IS A
 EW6391'COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH
 EW6391'IS SET IN A 6-INCH DIAMETER CONCRETE POST AND IS FLUSH WITH THE
 EW6391'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6390 ***********************************************************************
 EW6390  DESIGNATION -  000042 USN
 EW6390  PID         -  EW6390
 EW6390  STATE/COUNTY-  CA/VENTURA
 EW6390  USGS QUAD   -  POINT MUGU (1967)
 EW6390
 EW6390                         *CURRENT SURVEY CONTROL
 EW6390  ___________________________________________________________________
 EW6390* NAD 83(1986)-  34 06 39.     (N)    119 07 24.     (W)     SCALED    
 EW6390* NAVD 88     -         2.95   (+/-2cm)       9.7    (feet)  VERTCON   
 EW6390  ___________________________________________________________________
 EW6390  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW6390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6390
 EW6390.The horizontal coordinates were scaled from a topographic map and have
 EW6390.an estimated accuracy of +/- 6 seconds.
 EW6390
 EW6390.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6390.The vertical order pertains to the NGVD 29 superseded value.
 EW6390
 EW6390.The geoid height was determined by GEOID03.
 EW6390
 EW6390;                    North         East    Units  Estimated Accuracy
 EW6390;SPC CA 5     -   568,340.    1,896,360.      MT  (+/- 180 meters Scaled)
 EW6390
 EW6390                          SUPERSEDED SURVEY CONTROL
 EW6390
 EW6390  NGVD 29 (??/??/92)    2.213  (m)            7.26   (f) ADJ UNCH    2 0
 EW6390
 EW6390.Superseded values are not recommended for survey control.
 EW6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6390.See file dsdata.txt to determine how the superseded data were derived.
 EW6390
 EW6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT041764(NAD 83)
 EW6390_MARKER: Z = SEE DESCRIPTION
 EW6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6390+STABILITY: SURFACE MOTION
 EW6390
 EW6390  HISTORY     - Date     Condition        Report By
 EW6390  HISTORY     - UNK      MONUMENTED       CGS
 EW6390  HISTORY     - 1965     POOR             NGS
 EW6390
 EW6390                          STATION DESCRIPTION
 EW6390
 EW6390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6390'AT POINT MUGU NAS.
 EW6390'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6390'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG
 EW6390'THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE
 EW6390'0.25 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.1 MILE WEST
 EW6390'ALONG 15TH STREET, 27.6 FEET SOUTHWEST OF THE CENTER OF 15TH
 EW6390'STREET AND 6.2 FEET NORTHEAST OF BOWEN CAMERA STATION NO. 83-84.
 EW6390'THE MARK IS A 3/4-INCH DIAMETER PIPE SET IN THE TOP OF A
 EW6390'6-INCH DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EW6390'THE PIPE APPEARS TO HAVE BEEN CUT OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6389 ***********************************************************************
 EW6389  DESIGNATION -  000043 USN
 EW6389  PID         -  EW6389
 EW6389  STATE/COUNTY-  CA/VENTURA
 EW6389  USGS QUAD   -  POINT MUGU (1967)
 EW6389
 EW6389                         *CURRENT SURVEY CONTROL
 EW6389  ___________________________________________________________________
 EW6389* NAD 83(1986)-  34 06 42.     (N)    119 07 26.     (W)     SCALED    
 EW6389* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 EW6389  ___________________________________________________________________
 EW6389  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW6389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6389
 EW6389.The horizontal coordinates were scaled from a topographic map and have
 EW6389.an estimated accuracy of +/- 6 seconds.
 EW6389
 EW6389.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6389.The vertical order pertains to the NGVD 29 superseded value.
 EW6389
 EW6389.The geoid height was determined by GEOID03.
 EW6389
 EW6389;                    North         East    Units  Estimated Accuracy
 EW6389;SPC CA 5     -   568,430.    1,896,310.      MT  (+/- 180 meters Scaled)
 EW6389
 EW6389                          SUPERSEDED SURVEY CONTROL
 EW6389
 EW6389  NGVD 29 (??/??/92)    2.223  (m)            7.29   (f) ADJ UNCH    2 0
 EW6389
 EW6389.Superseded values are not recommended for survey control.
 EW6389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6389.See file dsdata.txt to determine how the superseded data were derived.
 EW6389
 EW6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT041765(NAD 83)
 EW6389_MARKER: Z = SEE DESCRIPTION
 EW6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6389+STABILITY: SURFACE MOTION
 EW6389
 EW6389  HISTORY     - Date     Condition        Report By
 EW6389  HISTORY     - UNK      MONUMENTED       CGS
 EW6389  HISTORY     - 1965     POOR             NGS
 EW6389
 EW6389                          STATION DESCRIPTION
 EW6389
 EW6389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6389'AT POINT MUGU NAS.
 EW6389'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6389'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6389'LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE
 EW6389'0.25 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.1 MILE WEST
 EW6389'ALONG 15TH STREET, 27.6 FEET SOUTHWEST OF THE CENTER OF 15TH
 EW6389'STREET AND 6.4 FEET NORTHEAST OF BOWEN CAMERA STATION NO. 81-82.
 EW6389'THE MARK IS A 3/4-INCH DIAMETER PIPE SET IN A 6-INCH DIAMETER
 EW6389'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT APPEARS
 EW6389'TO HAVE BEEN CUT OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6388 ***********************************************************************
 EW6388  DESIGNATION -  000044 USN
 EW6388  PID         -  EW6388
 EW6388  STATE/COUNTY-  CA/VENTURA
 EW6388  USGS QUAD   -  POINT MUGU (1967)
 EW6388
 EW6388                         *CURRENT SURVEY CONTROL
 EW6388  ___________________________________________________________________
 EW6388* NAD 83(1986)-  34 06 42.     (N)    119 07 26.     (W)     SCALED    
 EW6388* NAVD 88     -         2.99   (+/-2cm)       9.8    (feet)  VERTCON   
 EW6388  ___________________________________________________________________
 EW6388  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW6388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6388
 EW6388.The horizontal coordinates were scaled from a topographic map and have
 EW6388.an estimated accuracy of +/- 6 seconds.
 EW6388
 EW6388.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6388.The vertical order pertains to the NGVD 29 superseded value.
 EW6388
 EW6388.The geoid height was determined by GEOID03.
 EW6388
 EW6388;                    North         East    Units  Estimated Accuracy
 EW6388;SPC CA 5     -   568,430.    1,896,310.      MT  (+/- 180 meters Scaled)
 EW6388
 EW6388                          SUPERSEDED SURVEY CONTROL
 EW6388
 EW6388  NGVD 29 (??/??/92)    2.256  (m)            7.40   (f) ADJ UNCH    2 0
 EW6388
 EW6388.Superseded values are not recommended for survey control.
 EW6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6388.See file dsdata.txt to determine how the superseded data were derived.
 EW6388
 EW6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT041765(NAD 83)
 EW6388_MARKER: Z = SEE DESCRIPTION
 EW6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6388+STABILITY: SURFACE MOTION
 EW6388
 EW6388  HISTORY     - Date     Condition        Report By
 EW6388  HISTORY     - UNK      MONUMENTED       CGS
 EW6388  HISTORY     - 1965     POOR             NGS
 EW6388
 EW6388                          STATION DESCRIPTION
 EW6388
 EW6388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6388'AT POINT MUGU NAS.
 EW6388'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6388'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6388'LEFT FORK, THENCE 1.3 MILE WEST ALONG 13TH STREET, THENCE 0.25
 EW6388'MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.05 MILE WEST ALONG
 EW6388'15TH STREET, 30.6 FEET NORTHWEST OF A TALL WOODEN POLE, 27.7
 EW6388'FEET SOUTHWEST OF THE CENTER OF 15TH STREET AND 6.5 FEET
 EW6388'NORTHEAST OF BOWEN CAMERA STATION NO. 79-80.  THE MARK IS A
 EW6388'3/4-INCH PIPE SET IN A 6-INCH DIAMETER CONCRETE POST FLUSH WITH
 EW6388'THE SURFACE OF THE GROUND.  THE PIPE APPEARS TO HAVE BEEN CUT
 EW6388'OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6175 ***********************************************************************
 EW6175  DESIGNATION -  000045 USN
 EW6175  PID         -  EW6175
 EW6175  STATE/COUNTY-  CA/VENTURA
 EW6175  USGS QUAD   -  POINT MUGU (1967)
 EW6175
 EW6175                         *CURRENT SURVEY CONTROL
 EW6175  ___________________________________________________________________
 EW6175* NAD 83(1986)-  34 06 37.     (N)    119 07 48.     (W)     SCALED    
 EW6175* NAVD 88     -         3.18   (+/-2cm)      10.4    (feet)  VERTCON   
 EW6175  ___________________________________________________________________
 EW6175  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6175
 EW6175.The horizontal coordinates were scaled from a topographic map and have
 EW6175.an estimated accuracy of +/- 6 seconds.
 EW6175
 EW6175.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6175.The vertical order pertains to the NGVD 29 superseded value.
 EW6175
 EW6175.The geoid height was determined by GEOID03.
 EW6175
 EW6175;                    North         East    Units  Estimated Accuracy
 EW6175;SPC CA 5     -   568,280.    1,895,740.      MT  (+/- 180 meters Scaled)
 EW6175
 EW6175                          SUPERSEDED SURVEY CONTROL
 EW6175
 EW6175  NGVD 29 (??/??/92)    2.444  (m)            8.02   (f) ADJ UNCH    2 0
 EW6175
 EW6175.Superseded values are not recommended for survey control.
 EW6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6175.See file dsdata.txt to determine how the superseded data were derived.
 EW6175
 EW6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT035764(NAD 83)
 EW6175_MARKER: N = NAIL
 EW6175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6175
 EW6175  HISTORY     - Date     Condition        Report By
 EW6175  HISTORY     - UNK      MONUMENTED       CGS
 EW6175  HISTORY     - 1965     GOOD             NGS
 EW6175
 EW6175                          STATION DESCRIPTION
 EW6175
 EW6175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6175'AT POINT MUGU NAS.
 EW6175'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6175'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6175'LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE
 EW6175'0.55 MILE SOUTH ALONG SOUTH L AVENUE, THENCE 0.4 MILE WEST
 EW6175'ALONG 17TH STREET, 34.6 FEET SOUTHEAST OF THE SOUTHEAST
 EW6175'EDGE OF THE TAXI WAY, 16.4 FEET NORTH-WEST OF A STOP SIGN, 16.0
 EW6175'FEET NORTHEAST OF THE CENTER OF 17TH STREET AND 6.4 FEET
 EW6175'SOUTHEAST OF BOWEN CAMERA STATION NO. 87-88.  THE MARK IS A
 EW6175'COPPER NAIL LEADED IN THE TOP OF A 3/4-INCH DIAMETER PIPE WHICH
 EW6175'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND SET IN
 EW6175'A 6-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6187 ***********************************************************************
 EW6187  DESIGNATION -  000046
 EW6187  PID         -  EW6187
 EW6187  STATE/COUNTY-  CA/VENTURA
 EW6187  USGS QUAD   -  POINT MUGU (1967)
 EW6187
 EW6187                         *CURRENT SURVEY CONTROL
 EW6187  ___________________________________________________________________
 EW6187* NAD 83(1986)-  34 06 36.     (N)    119 07 52.     (W)     SCALED    
 EW6187* NAVD 88     -         3.32   (+/-2cm)      10.9    (feet)  VERTCON   
 EW6187  ___________________________________________________________________
 EW6187  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EW6187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6187
 EW6187.The horizontal coordinates were scaled from a topographic map and have
 EW6187.an estimated accuracy of +/- 6 seconds.
 EW6187
 EW6187.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6187.The vertical order pertains to the NGVD 29 superseded value.
 EW6187
 EW6187.The geoid height was determined by GEOID03.
 EW6187
 EW6187;                    North         East    Units  Estimated Accuracy
 EW6187;SPC CA 5     -   568,250.    1,895,640.      MT  (+/- 180 meters Scaled)
 EW6187
 EW6187                          SUPERSEDED SURVEY CONTROL
 EW6187
 EW6187  NGVD 29 (??/??/92)    2.589  (m)            8.49   (f) ADJ UNCH    2 0
 EW6187
 EW6187.Superseded values are not recommended for survey control.
 EW6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6187.See file dsdata.txt to determine how the superseded data were derived.
 EW6187
 EW6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT034764(NAD 83)
 EW6187_MARKER: B = BOLT
 EW6187_SETTING: 0 = UNSPECIFIED SETTING
 EW6187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6187
 EW6187  HISTORY     - Date     Condition        Report By
 EW6187  HISTORY     - UNK      MONUMENTED       CGS
 EW6187  HISTORY     - 1960     GOOD             NGS
 EW6187
 EW6187                          STATION DESCRIPTION
 EW6187
 EW6187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6187'6.2 MI SE FROM OXNARD.
 EW6187'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6187'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1, THENCE 2.15
 EW6187'MILES WEST ALONG BEACH ROAD TO M AVENUE ON THE RIGHT, TURN RIGHT
 EW6187'NORTH FOR 0.5 MILE TO 17TH STREET, TURN LEFT WEST FOR 0.1 MILE
 EW6187'TO THE AIRPORT TAXI STRIP.  THE MARK IS 104 FEET WEST OF THE
 EW6187'CENTER LINE OF THE TAXI STRIP, 8.5 FEET NORTH OF THE CENTER
 EW6187'LINE OF THE PROLONGATION OF 17TH STREET AND 7.5 FEET SOUTHEAST
 EW6187'OF THE CAMERA STATION COMMUNICATION OUTLET PIPES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9285 ***********************************************************************
 DY9285  DESIGNATION -  005 022451
 DY9285  PID         -  DY9285
 DY9285  STATE/COUNTY-  CA/LOS ANGELES
 DY9285  USGS QUAD   -  SOUTH GATE (1981)
 DY9285
 DY9285                         *CURRENT SURVEY CONTROL
 DY9285  ___________________________________________________________________
 DY9285* NAD 83(1986)-  33 57 16.     (N)    118 10 23.     (W)     SCALED    
 DY9285* NAVD 88     -        39.246  (meters)     128.76   (feet)  ADJUSTED  
 DY9285  ___________________________________________________________________
 DY9285  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY9285  DYNAMIC HT  -          39.203 (meters)     128.62  (feet)  COMP
 DY9285  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 DY9285
 DY9285  VERT ORDER  -  FIRST     CLASS II
 DY9285
 DY9285.The horizontal coordinates were scaled from a topographic map and have
 DY9285.an estimated accuracy of +/- 6 seconds.
 DY9285
 DY9285.The orthometric height was determined by differential leveling
 DY9285.and adjusted in June 1995.
 DY9285
 DY9285.The geoid height was determined by GEOID03.
 DY9285
 DY9285.The dynamic height is computed by dividing the NAVD 88
 DY9285.geopotential number by the normal gravity value computed on the
 DY9285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9285.degrees latitude (g = 980.6199 gals.).
 DY9285
 DY9285.The modeled gravity was interpolated from observed gravity values.
 DY9285
 DY9285;                    North         East    Units  Estimated Accuracy
 DY9285;SPC CA 5     -   550,420.    1,984,000.      MT  (+/- 180 meters Scaled)
 DY9285
 DY9285                          SUPERSEDED SURVEY CONTROL
 DY9285
 DY9285  NAVD 88 (06/15/91)   39.262  (m)          128.81   (f) UNKNOWN     1 2
 DY9285
 DY9285.Superseded values are not recommended for survey control.
 DY9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9285.See file dsdata.txt to determine how the superseded data were derived.
 DY9285
 DY9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT916577(NAD 83)
 DY9285_MARKER: DD = SURVEY DISK
 DY9285_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DY9285_SP_SET: RETAINING WALL
 DY9285_STAMPING: BM 005 022451 1974
 DY9285_MARK LOGO: LACFCD
 DY9285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9285+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DY9285
 DY9285  HISTORY     - Date     Condition        Report By
 DY9285  HISTORY     - 1974     MONUMENTED       LACFCD
 DY9285  HISTORY     - 19890606 GOOD             NGS
 DY9285  HISTORY     - 19940801 GOOD             NGS
 DY9285
 DY9285                          STATION DESCRIPTION
 DY9285
 DY9285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9285'0.7 KM (0.45 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DY9285'THE INTERSECTION OF GARFIELD AVENUE IN SOUTHGATE, IN TOP OF AND 0.16
 DY9285'M (0.5 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 DY9285'THE RAILROAD BRIDGE SPANNING THE LOS ANGELES RIVER, 2.8 M (9.2 FT)
 DY9285'NORTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 DY9285'TRACK.
 DY9285
 DY9285                          STATION RECOVERY (1994)
 DY9285
 DY9285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9285'0.9 KM (0.55 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DY9285'JUNCTION OF GARFIELD AVENUE IN SOUTH GATE, NEAR THE WEST END OF THE
 DY9285'NORTH CONCRETE RETAINING WALL OF THE WEST ABUTMENT OF THE RAILROAD
 DY9285'BRIDGE SPANNING THE LOS ANGELES RIVER, 2.7 M (8.9 FT) NORTH OF THE
 DY9285'NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9284 ***********************************************************************
 DY9284  DESIGNATION -  005 02260
 DY9284  PID         -  DY9284
 DY9284  STATE/COUNTY-  CA/LOS ANGELES
 DY9284  USGS QUAD   -  SOUTH GATE (1981)
 DY9284
 DY9284                         *CURRENT SURVEY CONTROL
 DY9284  ___________________________________________________________________
 DY9284* NAD 83(1986)-  33 57 15.     (N)    118 10 17.     (W)     SCALED    
 DY9284* NAVD 88     -        39.395  (meters)     129.25   (feet)  ADJUSTED  
 DY9284  ___________________________________________________________________
 DY9284  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY9284  DYNAMIC HT  -          39.353 (meters)     129.11  (feet)  COMP
 DY9284  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 DY9284
 DY9284  VERT ORDER  -  FIRST     CLASS II
 DY9284
 DY9284.The horizontal coordinates were scaled from a topographic map and have
 DY9284.an estimated accuracy of +/- 6 seconds.
 DY9284
 DY9284.The orthometric height was determined by differential leveling
 DY9284.and adjusted in June 1995.
 DY9284
 DY9284.The geoid height was determined by GEOID03.
 DY9284
 DY9284.The dynamic height is computed by dividing the NAVD 88
 DY9284.geopotential number by the normal gravity value computed on the
 DY9284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9284.degrees latitude (g = 980.6199 gals.).
 DY9284
 DY9284.The modeled gravity was interpolated from observed gravity values.
 DY9284
 DY9284;                    North         East    Units  Estimated Accuracy
 DY9284;SPC CA 5     -   550,390.    1,984,160.      MT  (+/- 180 meters Scaled)
 DY9284
 DY9284                          SUPERSEDED SURVEY CONTROL
 DY9284
 DY9284  NAVD 88 (06/15/91)   39.413  (m)          129.31   (f) UNKNOWN     1 2
 DY9284
 DY9284.Superseded values are not recommended for survey control.
 DY9284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9284.See file dsdata.txt to determine how the superseded data were derived.
 DY9284
 DY9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT917576(NAD 83)
 DY9284_MARKER: DD = SURVEY DISK
 DY9284_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY9284_SP_SET: ABUTMENT
 DY9284_STAMPING: B.M. 005-02260 1963
 DY9284_MARK LOGO: LACFCD
 DY9284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY9284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9284+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1994
 DY9284
 DY9284  HISTORY     - Date     Condition        Report By
 DY9284  HISTORY     - 1963     MONUMENTED       LACFCD
 DY9284  HISTORY     - 19890606 GOOD             NGS
 DY9284  HISTORY     - 19940802 GOOD             NGS
 DY9284
 DY9284                          STATION DESCRIPTION
 DY9284
 DY9284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9284'0.9 KM (0.55 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DY9284'THE INTERSECTION OF GARFIELD AVENUE IN SOUTHGATE, IN TOP OF AND 0.3 M
 DY9284'(1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 DY9284'RAILROAD BRIDGE SPANNING THE LOS ANGELES RIVER, 4.2 M (13.8 FT) WEST
 DY9284'OF THE EAST END OF THE ABUTMENT, 2.7 M (8.9 FT) NORTH OF THE NEAR
 DY9284'RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 DY9284
 DY9284                          STATION RECOVERY (1994)
 DY9284
 DY9284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9284'0.7 KM (0.45 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DY9284'JUNCTION OF GARFIELD AVENUE IN SOUTH GATE, IN TOP OF AND 0.3 M (1.0
 DY9284'FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 DY9284'RAILROAD BRIDGE SPANNING THE LOS ANGELES RIVER, 4.3 M (14.1 FT) WEST
 DY9284'OF THE EAST END OF THE NORTH RETAINING WALL, 2.7 M (8.9 FT) NORTH OF
 DY9284'THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1301 ***********************************************************************
 EW1301  DESIGNATION -  011 C OF LA
 EW1301  PID         -  EW1301
 EW1301  STATE/COUNTY-  CA/LOS ANGELES
 EW1301  USGS QUAD   -  HOLLYWOOD (1994)
 EW1301
 EW1301                         *CURRENT SURVEY CONTROL
 EW1301  ___________________________________________________________________
 EW1301* NAD 83(1986)-  34 00 10.     (N)    118 15 23.     (W)     SCALED    
 EW1301* NAVD 88     -        58.83   (+/-2cm)     193.0    (feet)  VERTCON   
 EW1301  ___________________________________________________________________
 EW1301  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW1301  VERT ORDER  -  THIRD (See Below)
 EW1301
 EW1301.The horizontal coordinates were scaled from a topographic map and have
 EW1301.an estimated accuracy of +/- 6 seconds.
 EW1301
 EW1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1301.The vertical order pertains to the NGVD 29 superseded value.
 EW1301
 EW1301.The geoid height was determined by GEOID03.
 EW1301
 EW1301;                    North         East    Units  Estimated Accuracy
 EW1301;SPC CA 5     -   555,800.    1,976,310.      MT  (+/- 180 meters Scaled)
 EW1301
 EW1301                          SUPERSEDED SURVEY CONTROL
 EW1301
 EW1301  NGVD 29 (??/??/??)   58.05   (m)          190.5    (f) RESET       3  
 EW1301
 EW1301.Superseded values are not recommended for survey control.
 EW1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1301.See file dsdata.txt to determine how the superseded data were derived.
 EW1301
 EW1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT839631(NAD 83)
 EW1301_MARKER: DD = SURVEY DISK
 EW1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1301_SP_SET: WALL
 EW1301_STAMPING: 011 191
 EW1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1301
 EW1301  HISTORY     - Date     Condition        Report By
 EW1301  HISTORY     - UNK      MONUMENTED       CA1980
 EW1301  HISTORY     - 1964     GOOD             NGS
 EW1301
 EW1301                          STATION DESCRIPTION
 EW1301
 EW1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1301'AT LOS ANGELES.
 EW1301'AT LOS ANGELES, AT THE INTERSECTION OF CENTRAL AVENUE AND 45TH
 EW1301'STREET, IN THE TOP OF THE CONCRETE WALL OF A STAIRWAY LEADING
 EW1301'TO THE VERNON BRANCH LIBRARY, 100.3 FEET SOUTH OF THE SOUTH
 EW1301'CURB OF 45TH STREET, 15.4 FEET EAST OF THE EAST CURB OF THE
 EW1301'AVENUE, 10.8 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 EW1301'LIBRARY, AND ABOUT 1.5 FEET HIGHER THAN THE EAST CURB OF THE
 EW1301'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9253 ***********************************************************************
 EV9253  DESIGNATION -  01110
 EV9253  PID         -  EV9253
 EV9253  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9253  USGS QUAD   -  GUASTI (1981)
 EV9253
 EV9253                         *CURRENT SURVEY CONTROL
 EV9253  ___________________________________________________________________
 EV9253* NAD 83(1986)-  34 05 55.     (N)    117 31 29.     (W)     SCALED    
 EV9253* NAVD 88     -       352.435  (meters)    1156.28   (feet)  ADJUSTED  
 EV9253  ___________________________________________________________________
 EV9253  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EV9253  DYNAMIC HT  -         352.045 (meters)    1155.00  (feet)  COMP
 EV9253  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 EV9253
 EV9253  VERT ORDER  -  FIRST     CLASS II
 EV9253
 EV9253.The horizontal coordinates were scaled from a topographic map and have
 EV9253.an estimated accuracy of +/- 6 seconds.
 EV9253
 EV9253.The orthometric height was determined by differential leveling
 EV9253.and adjusted in January 1993.
 EV9253
 EV9253.The geoid height was determined by GEOID03.
 EV9253
 EV9253.The dynamic height is computed by dividing the NAVD 88
 EV9253.geopotential number by the normal gravity value computed on the
 EV9253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9253.degrees latitude (g = 980.6199 gals.).
 EV9253
 EV9253.The modeled gravity was interpolated from observed gravity values.
 EV9253
 EV9253;                    North         East    Units  Estimated Accuracy
 EV9253;SPC CA 5     -   566,510.    2,043,860.      MT  (+/- 180 meters Scaled)
 EV9253
 EV9253                          SUPERSEDED SURVEY CONTROL
 EV9253
 EV9253.No superseded survey control is available for this station.
 EV9253
 EV9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT515732(NAD 83)
 EV9253_MARKER: B = BOLT
 EV9253_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV9253_SP_SET: CURB
 EV9253_STAMPING: S.B. CO. B.M. 01110
 EV9253_MARK LOGO: NONE  
 EV9253_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9253+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 EV9253
 EV9253  HISTORY     - Date     Condition        Report By
 EV9253  HISTORY     - UNK      MONUMENTED       CA-071
 EV9253  HISTORY     - 19920731 GOOD             MWDSC
 EV9253  HISTORY     - 19941017 GOOD             MWDSC
 EV9253  HISTORY     - 19960417 GOOD             USPSQD
 EV9253  HISTORY     - 20041105 GOOD             CSRC
 EV9253
 EV9253                          STATION DESCRIPTION
 EV9253
 EV9253'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9253'RANCHO CUCAMONGA, AT THE SOUTHWEST CORNER OF ARROW HIGHWAY AND
 EV9253'ETIWANDA AVE 42 FEET (12.8 M) SOUTH OF THE CENTERLINE OF ARROW HWY
 EV9253'AND 66 FEET (20.1 M) WEST OF THE CENTERLINE OF ETIWANDA AVE 1.3 FEET
 EV9253'(0.4 M) WEST OF THE NORTHWEST CURB RETURN A 1 INCH STEEL BOLT SET
 EV9253'FLUSH IN TOP OF CURB.
 EV9253
 EV9253                          STATION RECOVERY (1994)
 EV9253
 EV9253'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV9253'RANCHO CUCAMONGA, AT THE INTERSECTION OF ARROW ROUTE AND ETIWANDA
 EV9253'AVENUE, 34 FEET (10.4 M) SOUTH OF THE CENTERLINE OF ARROW ROUTE, 73
 EV9253'FEET (22.3 M) WEST OF THE CENTERLINE OF ETIWANDA AVE, 39 FEET (11.9 M)
 EV9253'EAST OF POWER POLE NUMBER X17459E, 17 FEET (5.2 M) EAST OF FIRE
 EV9253'HYDRANT, FOUND 1-3/8 BOLT FLUSH IN TOP OF CURB STAMPED S.B. CO. B.M.
 EV9253'01110. REFERENCE MWD FB 2002 01 103.
 EV9253
 EV9253                          STATION RECOVERY (1996)
 EV9253
 EV9253'RECOVERY NOTE BY US POWER SQUADRON 1996
 EV9253'RECOVERED IN GOOD CONDITION.
 EV9253
 EV9253                          STATION RECOVERY (2004)
 EV9253
 EV9253'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (RG)
 EV9253'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1300 ***********************************************************************
 EW1300  DESIGNATION -  012 C OF LA
 EW1300  PID         -  EW1300
 EW1300  STATE/COUNTY-  CA/LOS ANGELES
 EW1300  USGS QUAD   -  HOLLYWOOD (1994)
 EW1300
 EW1300                         *CURRENT SURVEY CONTROL
 EW1300  ___________________________________________________________________
 EW1300* NAD 83(1986)-  34 00 13.     (N)    118 15 38.     (W)     SCALED    
 EW1300* NAVD 88     -        58.41   (+/-2cm)     191.6    (feet)  VERTCON   
 EW1300  ___________________________________________________________________
 EW1300  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW1300  VERT ORDER  -  THIRD (See Below)
 EW1300
 EW1300.The horizontal coordinates were scaled from a topographic map and have
 EW1300.an estimated accuracy of +/- 6 seconds.
 EW1300
 EW1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1300.The vertical order pertains to the NGVD 29 superseded value.
 EW1300
 EW1300.The geoid height was determined by GEOID03.
 EW1300
 EW1300;                    North         East    Units  Estimated Accuracy
 EW1300;SPC CA 5     -   555,900.    1,975,930.      MT  (+/- 180 meters Scaled)
 EW1300
 EW1300                          SUPERSEDED SURVEY CONTROL
 EW1300
 EW1300  NGVD 29 (??/??/??)   57.63   (m)          189.1    (f) RESET       3  
 EW1300
 EW1300.Superseded values are not recommended for survey control.
 EW1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1300.See file dsdata.txt to determine how the superseded data were derived.
 EW1300
 EW1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT835632(NAD 83)
 EW1300_MARKER: DD = SURVEY DISK
 EW1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1300_SP_SET: BUILDING
 EW1300_STAMPING: 012 189
 EW1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1300
 EW1300  HISTORY     - Date     Condition        Report By
 EW1300  HISTORY     - UNK      MONUMENTED       CA1980
 EW1300  HISTORY     - 1964     GOOD             NGS
 EW1300
 EW1300                          STATION DESCRIPTION
 EW1300
 EW1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1300'AT LOS ANGELES.
 EW1300'AT LOS ANGELES, AT THE INTERSECTION OF MC KINLEY AND VERNON
 EW1300'AVENUES, IN THE TOP AND 2.4 FEET EAST OF THE WEST END OF THE
 EW1300'BOTTOM STEP OF THE GEORGE WASHINGTON CARVER JUNION HIGH SCHOOL,
 EW1300'195 FEET EAST OF THE EAST CURB OF MC KINLEY AVENUE, 67.2 FEET
 EW1300'SOUTH OF THE SOUTH CURB OF VERNON AVENUE, AND 0.5 FOOT HIGHER
 EW1300'THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3182 ***********************************************************************
 AB3182  DESIGNATION -  017 01455
 AB3182  PID         -  AB3182
 AB3182  STATE/COUNTY-  CA/LOS ANGELES
 AB3182  USGS QUAD   -  CANOGA PARK (1967)
 AB3182
 AB3182                         *CURRENT SURVEY CONTROL
 AB3182  ___________________________________________________________________
 AB3182* NAD 83(1986)-  34 10 36.     (N)    118 37 26.     (W)     SCALED    
 AB3182* NAVD 88     -       261.840  (meters)     859.05   (feet)  ADJUSTED  
 AB3182  ___________________________________________________________________
 AB3182  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AB3182  DYNAMIC HT  -         261.562 (meters)     858.14  (feet)  COMP
 AB3182  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 AB3182
 AB3182  VERT ORDER  -  THIRD
 AB3182
 AB3182.The horizontal coordinates were scaled from a topographic map and have
 AB3182.an estimated accuracy of +/- 6 seconds.
 AB3182
 AB3182.The orthometric height was determined by differential leveling
 AB3182.and adjusted in November 1996.
 AB3182
 AB3182.The geoid height was determined by GEOID03.
 AB3182
 AB3182.The dynamic height is computed by dividing the NAVD 88
 AB3182.geopotential number by the normal gravity value computed on the
 AB3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3182.degrees latitude (g = 980.6199 gals.).
 AB3182
 AB3182.The modeled gravity was interpolated from observed gravity values.
 AB3182
 AB3182;                    North         East    Units  Estimated Accuracy
 AB3182;SPC CA 5     -   575,240.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3182
 AB3182                          SUPERSEDED SURVEY CONTROL
 AB3182
 AB3182.No superseded survey control is available for this station.
 AB3182
 AB3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503829(NAD 83)
 AB3182_MARKER: DD = SURVEY DISK
 AB3182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3182_SP_SET: HEADWALL
 AB3182_STAMPING: BM 017-01455 1967
 AB3182_MARK LOGO: LACFCD
 AB3182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3182+STABILITY: SURFACE MOTION
 AB3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3182+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3182
 AB3182  HISTORY     - Date     Condition        Report By
 AB3182  HISTORY     - 1967     MONUMENTED       LACFCD
 AB3182  HISTORY     - 19941028 GOOD             MWDSC
 AB3182  HISTORY     - 20050704 GOOD             USPSQD
 AB3182
 AB3182                          STATION DESCRIPTION
 AB3182
 AB3182'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3182'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND HATTERAS
 AB3182'ST, 51 FEET (15.5 M) WEST OF THE AVE AND 131 FEET (39.9 M) NORTH OF
 AB3182'HATTERAS ST TO THE EAST AND 34 FEET (10.4 M) NORTHEAST OF POWER POLE
 AB3182'NO.  300715M, AT THE ARROYO CALABASAS WASH FLOOD CONTROL CHANNEL
 AB3182'BRIDGE CROSSING THE AVE.  A LACFCD 2 INCH BRASS DISK STAMPED BM 017
 AB3182'01455 1967 SET IN THE SOUTH END OF THE EAST CONCRETE HEADWALL FOR
 AB3182'ARROYO CALABASAS WASH FLOOD CONTROL CHANNEL.  REFERENCE MWD LEVEL LINE
 AB3182'NO.  35 PG 5 AND MWD FB 4031 01 ---.
 AB3182
 AB3182                          STATION RECOVERY (2005)
 AB3182
 AB3182'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3183 ***********************************************************************
 AB3183  DESIGNATION -  017 01470
 AB3183  PID         -  AB3183
 AB3183  STATE/COUNTY-  CA/LOS ANGELES
 AB3183  USGS QUAD   -  CANOGA PARK (1967)
 AB3183
 AB3183                         *CURRENT SURVEY CONTROL
 AB3183  ___________________________________________________________________
 AB3183* NAD 83(1986)-  34 10 36.     (N)    118 37 27.     (W)     SCALED    
 AB3183* NAVD 88     -       261.983  (meters)     859.52   (feet)  ADJUSTED  
 AB3183  ___________________________________________________________________
 AB3183  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AB3183  DYNAMIC HT  -         261.705 (meters)     858.61  (feet)  COMP
 AB3183  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 AB3183
 AB3183  VERT ORDER  -  THIRD
 AB3183
 AB3183.The horizontal coordinates were scaled from a topographic map and have
 AB3183.an estimated accuracy of +/- 6 seconds.
 AB3183
 AB3183.The orthometric height was determined by differential leveling
 AB3183.and adjusted in November 1996.
 AB3183
 AB3183.The geoid height was determined by GEOID03.
 AB3183
 AB3183.The dynamic height is computed by dividing the NAVD 88
 AB3183.geopotential number by the normal gravity value computed on the
 AB3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3183.degrees latitude (g = 980.6199 gals.).
 AB3183
 AB3183.The modeled gravity was interpolated from observed gravity values.
 AB3183
 AB3183;                    North         East    Units  Estimated Accuracy
 AB3183;SPC CA 5     -   575,240.    1,942,460.      MT  (+/- 180 meters Scaled)
 AB3183
 AB3183                          SUPERSEDED SURVEY CONTROL
 AB3183
 AB3183.No superseded survey control is available for this station.
 AB3183
 AB3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503829(NAD 83)
 AB3183_MARKER: DD = SURVEY DISK
 AB3183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3183_SP_SET: HEADWALL
 AB3183_STAMPING: BM 017-01470 1967
 AB3183_MARK LOGO: LACFCD
 AB3183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3183+STABILITY: SURFACE MOTION
 AB3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3183+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3183
 AB3183  HISTORY     - Date     Condition        Report By
 AB3183  HISTORY     - 1967     MONUMENTED       LACFCD
 AB3183  HISTORY     - 19941028 GOOD             MWDSC
 AB3183  HISTORY     - 20050704 GOOD             USPSQD
 AB3183
 AB3183                          STATION DESCRIPTION
 AB3183
 AB3183'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3183'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND HATTERAS
 AB3183'ST, 51 FEET (15.5 M) WEST OF THE AVE AND 60 FEET (18.3 M) SOUTH OF
 AB3183'HATTERAS ST TO THE WEST AND 11 FEET (3.4 M) SOUTHWEST OF POWER POLE
 AB3183'NO.  179970M, AT THE ARROYO CALABASAS WASH FLOOD CONTROL CHANNEL
 AB3183'BRIDGE CROSSING THE AVE.  A LACFCD 2 INCH BRASS DISK STAMPED BM 017
 AB3183'01470 1967 SET IN THE NORTH END OF THE WEST CONCRETE HEADWALL FOR
 AB3183'ARROYO CALABASAS WASH FLOOD CONTROL CHANNEL.  REFERENCE MWD LEVEL LINE
 AB3183'NO.  35 PG 6 AND MWD FB 4031 01 ---.
 AB3183
 AB3183                          STATION RECOVERY (2005)
 AB3183
 AB3183'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9345 ***********************************************************************
 EV9345  DESIGNATION -  01705
 EV9345  PID         -  EV9345
 EV9345  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9345  USGS QUAD   -  REDLANDS (1996)
 EV9345
 EV9345                         *CURRENT SURVEY CONTROL
 EV9345  ___________________________________________________________________
 EV9345* NAD 83(1986)-  34 04 12.     (N)    117 08 20.     (W)     SCALED    
 EV9345* NAVD 88     -       491.680  (meters)    1613.12   (feet)  ADJUSTED  
 EV9345  ___________________________________________________________________
 EV9345  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EV9345  DYNAMIC HT  -         491.103 (meters)    1611.23  (feet)  COMP
 EV9345  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 EV9345
 EV9345  VERT ORDER  -  FIRST     CLASS II
 EV9345
 EV9345.The horizontal coordinates were scaled from a topographic map and have
 EV9345.an estimated accuracy of +/- 6 seconds.
 EV9345
 EV9345.The orthometric height was determined by differential leveling
 EV9345.and adjusted in May 1994.
 EV9345
 EV9345.The geoid height was determined by GEOID03.
 EV9345
 EV9345.The dynamic height is computed by dividing the NAVD 88
 EV9345.geopotential number by the normal gravity value computed on the
 EV9345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9345.degrees latitude (g = 980.6199 gals.).
 EV9345
 EV9345.The modeled gravity was interpolated from observed gravity values.
 EV9345
 EV9345;                    North         East    Units  Estimated Accuracy
 EV9345;SPC CA 5     -   563,570.    2,079,490.      MT  (+/- 180 meters Scaled)
 EV9345
 EV9345                          SUPERSEDED SURVEY CONTROL
 EV9345
 EV9345.No superseded survey control is available for this station.
 EV9345
 EV9345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT871699(NAD 83)
 EV9345_MARKER: DD = SURVEY DISK
 EV9345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV9345_SP_SET: CURB
 EV9345_STAMPING: 01705 SPSN 1984
 EV9345_MARK LOGO: CA-071
 EV9345_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9345+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1993
 EV9345
 EV9345  HISTORY     - Date     Condition        Report By
 EV9345  HISTORY     - 1984     MONUMENTED       CA-071
 EV9345  HISTORY     - 19930405 GOOD             MWDSC
 EV9345
 EV9345                          STATION DESCRIPTION
 EV9345
 EV9345'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9345'MENTONE, AT THE SOUTHWEST CORNER LUGONIA AVE.  AND WABASH AVE., 41
 EV9345'FEET (12.5 M) SOUTH OF LUGONIA VE.  AND 73 FEET (22.3 M) WEST OF
 EV9345'WABASH AVE.  1 FOOT (0.3 M) WEST OF THE NORTHWEST CORNER OF CATCH
 EV9345'BASIN, IN THE TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4399 ***********************************************************************
 EW4399  DESIGNATION -  018 00190 LACFCD
 EW4399  PID         -  EW4399
 EW4399  STATE/COUNTY-  CA/LOS ANGELES
 EW4399  USGS QUAD   -  CANOGA PARK (1967)
 EW4399
 EW4399                         *CURRENT SURVEY CONTROL
 EW4399  ___________________________________________________________________
 EW4399* NAD 83(1986)-  34 11 49.     (N)    118 36 20.     (W)     SCALED    
 EW4399* NAVD 88     -       242.75   (+/-2cm)     796.4    (feet)  VERTCON   
 EW4399  ___________________________________________________________________
 EW4399  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW4399  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4399
 EW4399.The horizontal coordinates were scaled from a topographic map and have
 EW4399.an estimated accuracy of +/- 6 seconds.
 EW4399
 EW4399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4399.The vertical order pertains to the NGVD 29 superseded value.
 EW4399
 EW4399.The geoid height was determined by GEOID03.
 EW4399
 EW4399;                    North         East    Units  Estimated Accuracy
 EW4399;SPC CA 5     -   577,480.    1,944,190.      MT  (+/- 180 meters Scaled)
 EW4399
 EW4399                          SUPERSEDED SURVEY CONTROL
 EW4399
 EW4399  NGVD 29 (??/??/92)  241.968  (m)          793.86   (f) ADJ UNCH    1 1
 EW4399
 EW4399.Superseded values are not recommended for survey control.
 EW4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4399.See file dsdata.txt to determine how the superseded data were derived.
 EW4399
 EW4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520851(NAD 83)
 EW4399_MARKER: DD = SURVEY DISK
 EW4399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4399_SP_SET: WALKWAY
 EW4399_STAMPING: 018-00190 1967
 EW4399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4399+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4399
 EW4399  HISTORY     - Date     Condition        Report By
 EW4399  HISTORY     - 1967     MONUMENTED       CA-037
 EW4399  HISTORY     - 1971     GOOD             CA-037
 EW4399  HISTORY     - 1974     GOOD             CA1980
 EW4399  HISTORY     - 20050704 GOOD             USPSQD
 EW4399
 EW4399                          STATION DESCRIPTION
 EW4399
 EW4399'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4399'IN CANOGA PARK.
 EW4399'BRONZE BENCH MARK DISC, IN THE TOP OF THE WESTERLY CONCRETE
 EW4399'WALKWAY, OVER THE NORTH ABUTMENT OF THE BRIDGE OVER CHATSWORTH
 EW4399'CREEK FLOOD CONTROL CHANNEL, IN TOPANGA CANYON BOULEVARD, 4.5
 EW4399'FEET WEST OF THE WEST CURB LINE-- 34.5 FEET SOUTH OF THE WESTERLY
 EW4399'PRODUCTION OF THE CENTER LINE OF HART STREET.
 EW4399
 EW4399                          STATION RECOVERY (1974)
 EW4399
 EW4399'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4399'RECOVERED IN GOOD CONDITION.
 EW4399
 EW4399                          STATION RECOVERY (2005)
 EW4399
 EW4399'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4399'DISK IS STAMPED LA COUNTY FLOOD CONTROL DISTRICT BM 018 00190 1967
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4395 ***********************************************************************
 EW4395  DESIGNATION -  018 00220 LACFCD
 EW4395  PID         -  EW4395
 EW4395  STATE/COUNTY-  CA/LOS ANGELES
 EW4395  USGS QUAD   -  CANOGA PARK (1967)
 EW4395
 EW4395                         *CURRENT SURVEY CONTROL
 EW4395  ___________________________________________________________________
 EW4395* NAD 83(1986)-  34 11 33.     (N)    118 36 21.     (W)     SCALED    
 EW4395* NAVD 88     -       244.99   (+/-2cm)     803.8    (feet)  VERTCON   
 EW4395  ___________________________________________________________________
 EW4395  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4395  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4395
 EW4395.The horizontal coordinates were scaled from a topographic map and have
 EW4395.an estimated accuracy of +/- 6 seconds.
 EW4395
 EW4395.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4395.The vertical order pertains to the NGVD 29 superseded value.
 EW4395
 EW4395.The geoid height was determined by GEOID03.
 EW4395
 EW4395;                    North         East    Units  Estimated Accuracy
 EW4395;SPC CA 5     -   576,980.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4395
 EW4395                          SUPERSEDED SURVEY CONTROL
 EW4395
 EW4395  NGVD 29 (??/??/92)  244.205  (m)          801.20   (f) ADJ UNCH    1 1
 EW4395
 EW4395.Superseded values are not recommended for survey control.
 EW4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4395.See file dsdata.txt to determine how the superseded data were derived.
 EW4395
 EW4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520846(NAD 83)
 EW4395_MARKER: DD = SURVEY DISK
 EW4395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4395_SP_SET: ABUTMENT
 EW4395_STAMPING: 018-00220 1967
 EW4395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4395
 EW4395  HISTORY     - Date     Condition        Report By
 EW4395  HISTORY     - 1967     MONUMENTED       CA-037
 EW4395  HISTORY     - 1971     GOOD             CA-037
 EW4395  HISTORY     - 1974     GOOD             CA1980
 EW4395
 EW4395                          STATION DESCRIPTION
 EW4395
 EW4395'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4395'IN CANOGA PARK.
 EW4395'BRONZE BENCH MARK DISC, IN THE TOP OF THE NORTH ABUTMENT OF THE
 EW4395'CONCRETE BRIDGE OVER THE ARROYO CALABASAS FLOOD CONTROL CHANNEL,
 EW4395'0.4 OF A FOOT NORTH OF THE NORTH END OF THE WESTERLY RAILING,
 EW4395'IN TOPANGA CANYON BOULEVARD, 5.6 FEET WEST OF THE WEST CURB
 EW4395'LINE-- ABOUT 0.06 OF A MILE NORTH OF THE CENTER LINE OF KITTRIDGE
 EW4395'STREET.
 EW4395
 EW4395                          STATION RECOVERY (1974)
 EW4395
 EW4395'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3174 ***********************************************************************
 AB3174  DESIGNATION -  018 01020
 AB3174  PID         -  AB3174
 AB3174  STATE/COUNTY-  CA/LOS ANGELES
 AB3174  USGS QUAD   -  CANOGA PARK (1967)
 AB3174
 AB3174                         *CURRENT SURVEY CONTROL
 AB3174  ___________________________________________________________________
 AB3174* NAD 83(1986)-  34 11 50.     (N)    118 37 26.     (W)     SCALED    
 AB3174* NAVD 88     -       249.167  (meters)     817.48   (feet)  ADJUSTED  
 AB3174  ___________________________________________________________________
 AB3174  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AB3174  DYNAMIC HT  -         248.904 (meters)     816.61  (feet)  COMP
 AB3174  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 AB3174
 AB3174  VERT ORDER  -  THIRD
 AB3174
 AB3174.The horizontal coordinates were scaled from a topographic map and have
 AB3174.an estimated accuracy of +/- 6 seconds.
 AB3174
 AB3174.The orthometric height was determined by differential leveling
 AB3174.and adjusted in November 1996.
 AB3174
 AB3174.The geoid height was determined by GEOID03.
 AB3174
 AB3174.The dynamic height is computed by dividing the NAVD 88
 AB3174.geopotential number by the normal gravity value computed on the
 AB3174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3174.degrees latitude (g = 980.6199 gals.).
 AB3174
 AB3174.The modeled gravity was interpolated from observed gravity values.
 AB3174
 AB3174;                    North         East    Units  Estimated Accuracy
 AB3174;SPC CA 5     -   577,520.    1,942,500.      MT  (+/- 180 meters Scaled)
 AB3174
 AB3174                          SUPERSEDED SURVEY CONTROL
 AB3174
 AB3174.No superseded survey control is available for this station.
 AB3174
 AB3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503852(NAD 83)
 AB3174_MARKER: DD = SURVEY DISK
 AB3174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3174_SP_SET: HEADWALL
 AB3174_STAMPING: BM 018 01020 1967
 AB3174_MARK LOGO: LACFCD
 AB3174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3174+STABILITY: SURFACE MOTION
 AB3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3174+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3174
 AB3174  HISTORY     - Date     Condition        Report By
 AB3174  HISTORY     - 1967     MONUMENTED       LACFCD
 AB3174  HISTORY     - 19941027 GOOD             MWDSC
 AB3174  HISTORY     - 20050704 GOOD             USPSQD
 AB3174
 AB3174                          STATION DESCRIPTION
 AB3174
 AB3174'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3174'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND MARLIN PLACE ,
 AB3174'50 FEET (15.2 M) EAST OF THE AVE AND 200 FEET (61.0 M) NORTH OF THE
 AB3174'ST, AT THE BELL CREEK FLOOD CONTROL CHANNEL BRIDGE CROSSING THE AVE. A
 AB3174'LACFCD 2 INCH BRASS DISK STAMPED BM 018 01020 1967 SET IN THE NORTH
 AB3174'END OF THE EAST CONCRETE HEADWALL FOR BELL CREEK FLOOD CONTROL
 AB3174'CHANNEL.  REFERENCE MWD FB 4031 01 ---.
 AB3174
 AB3174                          STATION RECOVERY (2005)
 AB3174
 AB3174'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3175 ***********************************************************************
 AB3175  DESIGNATION -  018 01035
 AB3175  PID         -  AB3175
 AB3175  STATE/COUNTY-  CA/LOS ANGELES
 AB3175  USGS QUAD   -  CANOGA PARK (1967)
 AB3175
 AB3175                         *CURRENT SURVEY CONTROL
 AB3175  ___________________________________________________________________
 AB3175* NAD 83(1986)-  34 11 50.     (N)    118 37 27.     (W)     SCALED    
 AB3175* NAVD 88     -       249.254  (meters)     817.76   (feet)  ADJUSTED  
 AB3175  ___________________________________________________________________
 AB3175  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AB3175  DYNAMIC HT  -         248.990 (meters)     816.89  (feet)  COMP
 AB3175  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 AB3175
 AB3175  VERT ORDER  -  THIRD
 AB3175
 AB3175.The horizontal coordinates were scaled from a topographic map and have
 AB3175.an estimated accuracy of +/- 6 seconds.
 AB3175
 AB3175.The orthometric height was determined by differential leveling
 AB3175.and adjusted in November 1996.
 AB3175
 AB3175.The geoid height was determined by GEOID03.
 AB3175
 AB3175.The dynamic height is computed by dividing the NAVD 88
 AB3175.geopotential number by the normal gravity value computed on the
 AB3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3175.degrees latitude (g = 980.6199 gals.).
 AB3175
 AB3175.The modeled gravity was interpolated from observed gravity values.
 AB3175
 AB3175;                    North         East    Units  Estimated Accuracy
 AB3175;SPC CA 5     -   577,520.    1,942,470.      MT  (+/- 180 meters Scaled)
 AB3175
 AB3175                          SUPERSEDED SURVEY CONTROL
 AB3175
 AB3175.No superseded survey control is available for this station.
 AB3175
 AB3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503852(NAD 83)
 AB3175_MARKER: DD = SURVEY DISK
 AB3175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3175_SP_SET: HEADWALL
 AB3175_STAMPING: BM 018 01035 1967
 AB3175_MARK LOGO: LACFCD
 AB3175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3175+STABILITY: SURFACE MOTION
 AB3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3175+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3175
 AB3175  HISTORY     - Date     Condition        Report By
 AB3175  HISTORY     - 1967     MONUMENTED       LACFCD
 AB3175  HISTORY     - 19941027 GOOD             MWDSC
 AB3175  HISTORY     - 20050704 GOOD             USPSQD
 AB3175
 AB3175                          STATION DESCRIPTION
 AB3175
 AB3175'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3175'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND MARLIN PLACE,
 AB3175'50 FEET (15.2 M) WEST OF THE AVE AND 200 FEET (61.0 M) NORTH OF THE
 AB3175'ST, AT THE BELL CREEK FLOOD CONTROL CHANNEL BRIDGE CROSSING THE AVE. A
 AB3175'LACFCD 2 INCH BRASS DISK STAMPED BM 018 01035 1967 SET IN THE SOUTH
 AB3175'END OF THE WEST CONCRETE HEADWALL FOR BELL CREEK FLOOD CONTROL
 AB3175'CHANNEL.  REFERENCE MWD FB 4031 01 ---.
 AB3175
 AB3175                          STATION RECOVERY (2005)
 AB3175
 AB3175'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3171 ***********************************************************************
 AB3171  DESIGNATION -  019 00555
 AB3171  PID         -  AB3171
 AB3171  STATE/COUNTY-  CA/LOS ANGELES
 AB3171  USGS QUAD   -  CANOGA PARK (1967)
 AB3171
 AB3171                         *CURRENT SURVEY CONTROL
 AB3171  ___________________________________________________________________
 AB3171* NAD 83(1986)-  34 12 30.     (N)    118 37 27.     (W)     SCALED    
 AB3171* NAVD 88     -       250.795  (meters)     822.82   (feet)  ADJUSTED  
 AB3171  ___________________________________________________________________
 AB3171  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AB3171  DYNAMIC HT  -         250.530 (meters)     821.95  (feet)  COMP
 AB3171  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 AB3171
 AB3171  VERT ORDER  -  THIRD
 AB3171
 AB3171.The horizontal coordinates were scaled from a topographic map and have
 AB3171.an estimated accuracy of +/- 6 seconds.
 AB3171
 AB3171.The orthometric height was determined by differential leveling
 AB3171.and adjusted in November 1996.
 AB3171
 AB3171.The geoid height was determined by GEOID03.
 AB3171
 AB3171.The dynamic height is computed by dividing the NAVD 88
 AB3171.geopotential number by the normal gravity value computed on the
 AB3171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3171.degrees latitude (g = 980.6199 gals.).
 AB3171
 AB3171.The modeled gravity was interpolated from observed gravity values.
 AB3171
 AB3171;                    North         East    Units  Estimated Accuracy
 AB3171;SPC CA 5     -   578,750.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3171
 AB3171                          SUPERSEDED SURVEY CONTROL
 AB3171
 AB3171.No superseded survey control is available for this station.
 AB3171
 AB3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503864(NAD 83)
 AB3171_MARKER: DD = SURVEY DISK
 AB3171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3171_SP_SET: HEADWALL
 AB3171_STAMPING: BM 019.00555 1967
 AB3171_MARK LOGO: LACFCD
 AB3171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3171+STABILITY: SURFACE MOTION
 AB3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3171+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3171
 AB3171  HISTORY     - Date     Condition        Report By
 AB3171  HISTORY     - 1967     MONUMENTED       LACFCD
 AB3171  HISTORY     - 19941027 GOOD             MWDSC
 AB3171  HISTORY     - 20050704 GOOD             USPSQD
 AB3171
 AB3171                          STATION DESCRIPTION
 AB3171
 AB3171'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3171'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND SATICOY ST, 50
 AB3171'FEET (15.2 M) EAST OF THE AVE AND 186 FEET (56.7 M) SOUTH OF ST, 25
 AB3171'FEET (7.6 M) NORTHEAST OF TELEPHONE POLE NO.  301903M AND 45 FEET
 AB3171'(13.7 M) SOUTHERLY OF A STREET LAMP POST.  A LACFCD 2 INCH BRASS DISK
 AB3171'STAMPED BM 019.00555 1967 SET IN THE WESTERLY CORNER OF THE CONCRETE
 AB3171'HEADWALL FOR DAYTONS CREEK FLOOD CONTROL CHANNEL.  REFERENCE MWD LEVEL
 AB3171'LINE 35 PG.4 AND MWD FB 4031 01 ---.
 AB3171
 AB3171                          STATION RECOVERY (2005)
 AB3171
 AB3171'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2432 ***********************************************************************
 EW2432  DESIGNATION -  02 02010 C OF LA
 EW2432  PID         -  EW2432
 EW2432  STATE/COUNTY-  CA/LOS ANGELES
 EW2432  USGS QUAD   -  SUNLAND (1995)
 EW2432
 EW2432                         *CURRENT SURVEY CONTROL
 EW2432  ___________________________________________________________________
 EW2432* NAD 83(1986)-  34 15 34.     (N)    118 18 41.     (W)     SCALED    
 EW2432* NAVD 88     -       428.611  (meters)    1406.20   (feet)  READJUSTED
 EW2432  ___________________________________________________________________
 EW2432  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EW2432  DYNAMIC HT  -         428.140 (meters)    1404.66  (feet)  COMP
 EW2432  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 EW2432
 EW2432  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2432
 EW2432.The horizontal coordinates were scaled from a topographic map and have
 EW2432.an estimated accuracy of +/- 6 seconds.
 EW2432
 EW2432.The orthometric height was determined by differential leveling
 EW2432.and adjusted in September 2004.
 EW2432.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2432.distribution rate of 1.1 thru 2.0 mm/km.
 EW2432.The height was derived from older observations constrained to new
 EW2432.heights in a crustal motion area.  The height is approximate in
 EW2432.relation to other heights in its vicinity.
 EW2432
 EW2432.The geoid height was determined by GEOID03.
 EW2432
 EW2432.The dynamic height is computed by dividing the NAVD 88
 EW2432.geopotential number by the normal gravity value computed on the
 EW2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2432.degrees latitude (g = 980.6199 gals.).
 EW2432
 EW2432.The modeled gravity was interpolated from observed gravity values.
 EW2432
 EW2432;                    North         East    Units  Estimated Accuracy
 EW2432;SPC CA 5     -   584,290.    1,971,320.      MT  (+/- 180 meters Scaled)
 EW2432
 EW2432                          SUPERSEDED SURVEY CONTROL
 EW2432
 EW2432  NGVD 29 (??/??/92)  427.544  (m)         1402.70   (f) ADJ UNCH    1 1
 EW2432
 EW2432.Superseded values are not recommended for survey control.
 EW2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2432.See file dsdata.txt to determine how the superseded data were derived.
 EW2432
 EW2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792917(NAD 83)
 EW2432_MARKER: S = SPIKE
 EW2432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2432_SP_SET: CURB
 EW2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2432
 EW2432  HISTORY     - Date     Condition        Report By
 EW2432  HISTORY     - UNK      MONUMENTED       CA1980
 EW2432  HISTORY     - 1968     GOOD             CA1980
 EW2432  HISTORY     - 1971     GOOD             CA1980
 EW2432
 EW2432                          STATION DESCRIPTION
 EW2432
 EW2432'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2432'IN LOS ANGELES.
 EW2432'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, 1 FOOT
 EW2432'WEST OF THE BEGINNING OF CURB RETURN WEST OF MC VINE STREET.
 EW2432
 EW2432                          STATION RECOVERY (1971)
 EW2432
 EW2432'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2173 ***********************************************************************
 EW2173  DESIGNATION -  02 03119 C OF LA
 EW2173  PID         -  EW2173
 EW2173  STATE/COUNTY-  CA/LOS ANGELES
 EW2173  USGS QUAD   -  BURBANK (1994)
 EW2173
 EW2173                         *CURRENT SURVEY CONTROL
 EW2173  ___________________________________________________________________
 EW2173* NAD 83(1986)-  34 14 55.     (N)    118 17 23.     (W)     SCALED    
 EW2173* NAVD 88     -       516.533  (meters)    1694.66   (feet)  READJUSTED
 EW2173  ___________________________________________________________________
 EW2173  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2173  DYNAMIC HT  -         515.960 (meters)    1692.78  (feet)  COMP
 EW2173  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 EW2173
 EW2173  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2173
 EW2173.The horizontal coordinates were scaled from a topographic map and have
 EW2173.an estimated accuracy of +/- 6 seconds.
 EW2173
 EW2173.The orthometric height was determined by differential leveling
 EW2173.and adjusted in September 2004.
 EW2173.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2173.distribution rate of 0.0 thru 1.0 mm/km.
 EW2173.The height was derived from older observations constrained to new
 EW2173.heights in a crustal motion area.  The height is approximate in
 EW2173.relation to other heights in its vicinity.
 EW2173
 EW2173.The geoid height was determined by GEOID03.
 EW2173
 EW2173.The dynamic height is computed by dividing the NAVD 88
 EW2173.geopotential number by the normal gravity value computed on the
 EW2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2173.degrees latitude (g = 980.6199 gals.).
 EW2173
 EW2173.The modeled gravity was interpolated from observed gravity values.
 EW2173
 EW2173;                    North         East    Units  Estimated Accuracy
 EW2173;SPC CA 5     -   583,080.    1,973,310.      MT  (+/- 180 meters Scaled)
 EW2173
 EW2173                          SUPERSEDED SURVEY CONTROL
 EW2173
 EW2173  NGVD 29 (??/??/92)  515.453  (m)         1691.12   (f) ADJ UNCH    1 1
 EW2173
 EW2173.Superseded values are not recommended for survey control.
 EW2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2173.See file dsdata.txt to determine how the superseded data were derived.
 EW2173
 EW2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812904(NAD 83)
 EW2173_MARKER: S = SPIKE
 EW2173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2173_SP_SET: CURB
 EW2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2173
 EW2173  HISTORY     - Date     Condition        Report By
 EW2173  HISTORY     - UNK      MONUMENTED       CA1980
 EW2173  HISTORY     - 1968     GOOD             CA1980
 EW2173  HISTORY     - 1971     GOOD             CA1980
 EW2173
 EW2173                          STATION DESCRIPTION
 EW2173
 EW2173'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2173'IN LOS ANGELES.
 EW2173'WIRE SPIKE IN THE WEST CURB OF HILLHAVEN AVENUE TO THE SOUTH,
 EW2173'7 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF FOOTHILL
 EW2173'BOULEVARD.
 EW2173
 EW2173                          STATION RECOVERY (1971)
 EW2173
 EW2173'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2413 ***********************************************************************
 EW2413  DESIGNATION -  02 03150 C OF LA
 EW2413  PID         -  EW2413
 EW2413  STATE/COUNTY-  CA/LOS ANGELES
 EW2413  USGS QUAD   -  SUNLAND (1995)
 EW2413
 EW2413                         *CURRENT SURVEY CONTROL
 EW2413  ___________________________________________________________________
 EW2413* NAD 83(1986)-  34 15 02.     (N)    118 17 35.     (W)     SCALED    
 EW2413* NAVD 88     -       507.377  (meters)    1664.62   (feet)  READJUSTED
 EW2413  ___________________________________________________________________
 EW2413  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2413  DYNAMIC HT  -         506.810 (meters)    1662.76  (feet)  COMP
 EW2413  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 EW2413
 EW2413  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2413
 EW2413.The horizontal coordinates were scaled from a topographic map and have
 EW2413.an estimated accuracy of +/- 6 seconds.
 EW2413
 EW2413.The orthometric height was determined by differential leveling
 EW2413.and adjusted in September 2004.
 EW2413.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2413.distribution rate of 1.1 thru 2.0 mm/km.
 EW2413.The height was derived from older observations constrained to new
 EW2413.heights in a crustal motion area.  The height is approximate in
 EW2413.relation to other heights in its vicinity.
 EW2413
 EW2413.The geoid height was determined by GEOID03.
 EW2413
 EW2413.The dynamic height is computed by dividing the NAVD 88
 EW2413.geopotential number by the normal gravity value computed on the
 EW2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2413.degrees latitude (g = 980.6199 gals.).
 EW2413
 EW2413.The modeled gravity was interpolated from observed gravity values.
 EW2413
 EW2413;                    North         East    Units  Estimated Accuracy
 EW2413;SPC CA 5     -   583,300.    1,973,010.      MT  (+/- 180 meters Scaled)
 EW2413
 EW2413                          SUPERSEDED SURVEY CONTROL
 EW2413
 EW2413  NGVD 29 (??/??/92)  506.299  (m)         1661.08   (f) ADJ UNCH    1 1
 EW2413
 EW2413.Superseded values are not recommended for survey control.
 EW2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2413.See file dsdata.txt to determine how the superseded data were derived.
 EW2413
 EW2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT809906(NAD 83)
 EW2413_MARKER: S = SPIKE
 EW2413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2413_SP_SET: CURB
 EW2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2413
 EW2413  HISTORY     - Date     Condition        Report By
 EW2413  HISTORY     - UNK      MONUMENTED       CA1980
 EW2413  HISTORY     - 1968     GOOD             CA1980
 EW2413  HISTORY     - 1971     GOOD             CA1980
 EW2413
 EW2413                          STATION DESCRIPTION
 EW2413
 EW2413'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2413'IN LOS ANGELES.
 EW2413'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, AT THE
 EW2413'BEGINNING OF CURB RETURN EAST OF MOUNTAIR AVENUE.
 EW2413
 EW2413                          STATION RECOVERY (1971)
 EW2413
 EW2413'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2414 ***********************************************************************
 EW2414  DESIGNATION -  02 03179 C OF LA
 EW2414  PID         -  EW2414
 EW2414  STATE/COUNTY-  CA/LOS ANGELES
 EW2414  USGS QUAD   -  SUNLAND (1995)
 EW2414
 EW2414                         *CURRENT SURVEY CONTROL
 EW2414  ___________________________________________________________________
 EW2414* NAD 83(1986)-  34 15 05.     (N)    118 17 41.     (W)     SCALED    
 EW2414* NAVD 88     -       498.942  (meters)    1636.95   (feet)  READJUSTED
 EW2414  ___________________________________________________________________
 EW2414  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2414  DYNAMIC HT  -         498.390 (meters)    1635.13  (feet)  COMP
 EW2414  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 EW2414
 EW2414  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2414
 EW2414.The horizontal coordinates were scaled from a topographic map and have
 EW2414.an estimated accuracy of +/- 6 seconds.
 EW2414
 EW2414.The orthometric height was determined by differential leveling
 EW2414.and adjusted in September 2004.
 EW2414.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2414.distribution rate of 1.1 thru 2.0 mm/km.
 EW2414.The height was derived from older observations constrained to new
 EW2414.heights in a crustal motion area.  The height is approximate in
 EW2414.relation to other heights in its vicinity.
 EW2414
 EW2414.The geoid height was determined by GEOID03.
 EW2414
 EW2414.The dynamic height is computed by dividing the NAVD 88
 EW2414.geopotential number by the normal gravity value computed on the
 EW2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2414.degrees latitude (g = 980.6199 gals.).
 EW2414
 EW2414.The modeled gravity was interpolated from observed gravity values.
 EW2414
 EW2414;                    North         East    Units  Estimated Accuracy
 EW2414;SPC CA 5     -   583,390.    1,972,850.      MT  (+/- 180 meters Scaled)
 EW2414
 EW2414                          SUPERSEDED SURVEY CONTROL
 EW2414
 EW2414  NGVD 29 (??/??/92)  497.866  (m)         1633.42   (f) ADJ UNCH    1 1
 EW2414
 EW2414.Superseded values are not recommended for survey control.
 EW2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2414.See file dsdata.txt to determine how the superseded data were derived.
 EW2414
 EW2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807907(NAD 83)
 EW2414_MARKER: DD = SURVEY DISK
 EW2414_SETTING: 0 = UNSPECIFIED SETTING
 EW2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2414
 EW2414  HISTORY     - Date     Condition        Report By
 EW2414  HISTORY     - UNK      MONUMENTED       CA1980
 EW2414  HISTORY     - 1968     GOOD             CA1980
 EW2414  HISTORY     - 1971     GOOD             CA1980
 EW2414
 EW2414                          STATION DESCRIPTION
 EW2414
 EW2414'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2414'IN LOS ANGELES.
 EW2414'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2414'FOOTHILL BOULEVARD AND VALMONT STREET.
 EW2414
 EW2414                          STATION RECOVERY (1971)
 EW2414
 EW2414'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2415 ***********************************************************************
 EW2415  DESIGNATION -  02 03210 C OF LA
 EW2415  PID         -  EW2415
 EW2415  STATE/COUNTY-  CA/LOS ANGELES
 EW2415  USGS QUAD   -  SUNLAND (1995)
 EW2415
 EW2415                         *CURRENT SURVEY CONTROL
 EW2415  ___________________________________________________________________
 EW2415* NAD 83(1986)-  34 15 09.     (N)    118 17 43.     (W)     SCALED    
 EW2415* NAVD 88     -       496.294  (meters)    1628.26   (feet)  READJUSTED
 EW2415  ___________________________________________________________________
 EW2415  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2415  DYNAMIC HT  -         495.740 (meters)    1626.44  (feet)  COMP
 EW2415  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 EW2415
 EW2415  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2415
 EW2415.The horizontal coordinates were scaled from a topographic map and have
 EW2415.an estimated accuracy of +/- 6 seconds.
 EW2415
 EW2415.The orthometric height was determined by differential leveling
 EW2415.and adjusted in September 2004.
 EW2415.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2415.distribution rate of 0.0 thru 1.0 mm/km.
 EW2415.The height was derived from older observations constrained to new
 EW2415.heights in a crustal motion area.  The height is approximate in
 EW2415.relation to other heights in its vicinity.
 EW2415
 EW2415.The geoid height was determined by GEOID03.
 EW2415
 EW2415.The dynamic height is computed by dividing the NAVD 88
 EW2415.geopotential number by the normal gravity value computed on the
 EW2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2415.degrees latitude (g = 980.6199 gals.).
 EW2415
 EW2415.The modeled gravity was interpolated from observed gravity values.
 EW2415
 EW2415;                    North         East    Units  Estimated Accuracy
 EW2415;SPC CA 5     -   583,510.    1,972,800.      MT  (+/- 180 meters Scaled)
 EW2415
 EW2415                          SUPERSEDED SURVEY CONTROL
 EW2415
 EW2415  NGVD 29 (??/??/92)  495.218  (m)         1624.73   (f) ADJ UNCH    1 1
 EW2415
 EW2415.Superseded values are not recommended for survey control.
 EW2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2415.See file dsdata.txt to determine how the superseded data were derived.
 EW2415
 EW2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807909(NAD 83)
 EW2415_MARKER: S = SPIKE
 EW2415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2415_SP_SET: CURB
 EW2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2415
 EW2415  HISTORY     - Date     Condition        Report By
 EW2415  HISTORY     - UNK      MONUMENTED       CA1980
 EW2415  HISTORY     - 1968     GOOD             CA1980
 EW2415  HISTORY     - 1971     GOOD             CA1980
 EW2415
 EW2415                          STATION DESCRIPTION
 EW2415
 EW2415'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2415'IN LOS ANGELES.
 EW2415'SQUARE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, AT THE
 EW2415'BEGINNING OF CURB RETURN EAST OF MC CLEMONT AVENUE, IN THE
 EW2415'TOP OF A CATCH BASIN, AT ITS WEST END.
 EW2415
 EW2415                          STATION RECOVERY (1971)
 EW2415
 EW2415'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2417 ***********************************************************************
 EW2417  DESIGNATION -  02 03300 C OF LA
 EW2417  PID         -  EW2417
 EW2417  STATE/COUNTY-  CA/LOS ANGELES
 EW2417  USGS QUAD   -  SUNLAND (1995)
 EW2417
 EW2417                         *CURRENT SURVEY CONTROL
 EW2417  ___________________________________________________________________
 EW2417* NAD 83(1986)-  34 15 17.     (N)    118 17 54.     (W)     SCALED    
 EW2417* NAVD 88     -       484.381  (meters)    1589.17   (feet)  READJUSTED
 EW2417  ___________________________________________________________________
 EW2417  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2417  DYNAMIC HT  -         483.840 (meters)    1587.40  (feet)  COMP
 EW2417  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 EW2417
 EW2417  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2417
 EW2417.The horizontal coordinates were scaled from a topographic map and have
 EW2417.an estimated accuracy of +/- 6 seconds.
 EW2417
 EW2417.The orthometric height was determined by differential leveling
 EW2417.and adjusted in September 2004.
 EW2417.The height was derived from older observations constrained to new
 EW2417.heights in a crustal motion area.  The height is approximate in
 EW2417.relation to other heights in its vicinity.
 EW2417
 EW2417.The geoid height was determined by GEOID03.
 EW2417
 EW2417.The dynamic height is computed by dividing the NAVD 88
 EW2417.geopotential number by the normal gravity value computed on the
 EW2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2417.degrees latitude (g = 980.6199 gals.).
 EW2417
 EW2417.The modeled gravity was interpolated from observed gravity values.
 EW2417
 EW2417;                    North         East    Units  Estimated Accuracy
 EW2417;SPC CA 5     -   583,760.    1,972,520.      MT  (+/- 180 meters Scaled)
 EW2417
 EW2417                          SUPERSEDED SURVEY CONTROL
 EW2417
 EW2417  NGVD 29 (??/??/92)  483.310  (m)         1585.66   (f) ADJ UNCH    1 1
 EW2417
 EW2417.Superseded values are not recommended for survey control.
 EW2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2417.See file dsdata.txt to determine how the superseded data were derived.
 EW2417
 EW2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT804911(NAD 83)
 EW2417_MARKER: S = SPIKE
 EW2417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2417_SP_SET: CURB
 EW2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2417
 EW2417  HISTORY     - Date     Condition        Report By
 EW2417  HISTORY     - UNK      MONUMENTED       CA1980
 EW2417  HISTORY     - 1968     GOOD             CA1980
 EW2417  HISTORY     - 1971     GOOD             CA1980
 EW2417
 EW2417                          STATION DESCRIPTION
 EW2417
 EW2417'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2417'IN LOS ANGELES.
 EW2417'SQUARE SPIKE IN THE SOUTHWEST CURB OF FOOTHILL BOULEVARD, 1.7
 EW2417'FEET NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF
 EW2417'DAY STREET FROM THE WEST.
 EW2417
 EW2417                          STATION RECOVERY (1971)
 EW2417
 EW2417'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2418 ***********************************************************************
 EW2418  DESIGNATION -  02 03329 C OF LA
 EW2418  PID         -  EW2418
 EW2418  STATE/COUNTY-  CA/LOS ANGELES
 EW2418  USGS QUAD   -  SUNLAND (1995)
 EW2418
 EW2418                         *CURRENT SURVEY CONTROL
 EW2418  ___________________________________________________________________
 EW2418* NAD 83(1986)-  34 15 22.     (N)    118 17 59.     (W)     SCALED    
 EW2418* NAVD 88     -       479.658  (meters)    1573.68   (feet)  READJUSTED
 EW2418  ___________________________________________________________________
 EW2418  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2418  DYNAMIC HT  -         479.130 (meters)    1571.95  (feet)  COMP
 EW2418  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 EW2418
 EW2418  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2418
 EW2418.The horizontal coordinates were scaled from a topographic map and have
 EW2418.an estimated accuracy of +/- 6 seconds.
 EW2418
 EW2418.The orthometric height was determined by differential leveling
 EW2418.and adjusted in September 2004.
 EW2418.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2418.distribution rate of 0.0 thru 1.0 mm/km.
 EW2418.The height was derived from older observations constrained to new
 EW2418.heights in a crustal motion area.  The height is approximate in
 EW2418.relation to other heights in its vicinity.
 EW2418
 EW2418.The geoid height was determined by GEOID03.
 EW2418
 EW2418.The dynamic height is computed by dividing the NAVD 88
 EW2418.geopotential number by the normal gravity value computed on the
 EW2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2418.degrees latitude (g = 980.6199 gals.).
 EW2418
 EW2418.The modeled gravity was interpolated from observed gravity values.
 EW2418
 EW2418;                    North         East    Units  Estimated Accuracy
 EW2418;SPC CA 5     -   583,910.    1,972,400.      MT  (+/- 180 meters Scaled)
 EW2418
 EW2418                          SUPERSEDED SURVEY CONTROL
 EW2418
 EW2418  NGVD 29 (??/??/92)  478.588  (m)         1570.17   (f) ADJ UNCH    1 1
 EW2418
 EW2418.Superseded values are not recommended for survey control.
 EW2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2418.See file dsdata.txt to determine how the superseded data were derived.
 EW2418
 EW2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT803913(NAD 83)
 EW2418_MARKER: S = SPIKE
 EW2418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2418_SP_SET: CURB
 EW2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2418
 EW2418  HISTORY     - Date     Condition        Report By
 EW2418  HISTORY     - UNK      MONUMENTED       CA1980
 EW2418  HISTORY     - 1968     GOOD             CA1980
 EW2418  HISTORY     - 1971     GOOD             CA1980
 EW2418
 EW2418                          STATION DESCRIPTION
 EW2418
 EW2418'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2418'IN LOS ANGELES.
 EW2418'WIRE SPIKE IN THE SOUTH CURB OF APPERSON STREET, 0.6 FEET EAST
 EW2418'OF THE BEGINNING OF CURB RETURN EAST OF FOOTHILL BOULEVARD,
 EW2418'IN THE TOP OF A CATCH BASIN, AT THE WEST END.
 EW2418
 EW2418                          STATION RECOVERY (1971)
 EW2418
 EW2418'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2419 ***********************************************************************
 EW2419  DESIGNATION -  02 03360 C OF LA
 EW2419  PID         -  EW2419
 EW2419  STATE/COUNTY-  CA/LOS ANGELES
 EW2419  USGS QUAD   -  SUNLAND (1995)
 EW2419
 EW2419                         *CURRENT SURVEY CONTROL
 EW2419  ___________________________________________________________________
 EW2419* NAD 83(1986)-  34 15 23.     (N)    118 18 00.     (W)     SCALED    
 EW2419* NAVD 88     -       473.931  (meters)    1554.89   (feet)  READJUSTED
 EW2419  ___________________________________________________________________
 EW2419  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2419  DYNAMIC HT  -         473.410 (meters)    1553.18  (feet)  COMP
 EW2419  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 EW2419
 EW2419  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2419
 EW2419.The horizontal coordinates were scaled from a topographic map and have
 EW2419.an estimated accuracy of +/- 6 seconds.
 EW2419
 EW2419.The orthometric height was determined by differential leveling
 EW2419.and adjusted in September 2004.
 EW2419.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2419.distribution rate of 0.0 thru 1.0 mm/km.
 EW2419.The height was derived from older observations constrained to new
 EW2419.heights in a crustal motion area.  The height is approximate in
 EW2419.relation to other heights in its vicinity.
 EW2419
 EW2419.The geoid height was determined by GEOID03.
 EW2419
 EW2419.The dynamic height is computed by dividing the NAVD 88
 EW2419.geopotential number by the normal gravity value computed on the
 EW2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2419.degrees latitude (g = 980.6199 gals.).
 EW2419
 EW2419.The modeled gravity was interpolated from observed gravity values.
 EW2419
 EW2419;                    North         East    Units  Estimated Accuracy
 EW2419;SPC CA 5     -   583,940.    1,972,370.      MT  (+/- 180 meters Scaled)
 EW2419
 EW2419                          SUPERSEDED SURVEY CONTROL
 EW2419
 EW2419  NGVD 29 (??/??/92)  472.861  (m)         1551.38   (f) ADJ UNCH    1 1
 EW2419
 EW2419.Superseded values are not recommended for survey control.
 EW2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2419.See file dsdata.txt to determine how the superseded data were derived.
 EW2419
 EW2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT803913(NAD 83)
 EW2419_MARKER: S = SPIKE
 EW2419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2419_SP_SET: CURB
 EW2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2419
 EW2419  HISTORY     - Date     Condition        Report By
 EW2419  HISTORY     - UNK      MONUMENTED       CA1980
 EW2419  HISTORY     - 1968     GOOD             CA1980
 EW2419  HISTORY     - 1971     GOOD             CA1980
 EW2419
 EW2419                          STATION DESCRIPTION
 EW2419
 EW2419'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2419'IN LOS ANGELES.
 EW2419'SQUARE SPIKE IN THE SOUTHWEST CURB OF FOOTHILL BOULEVARD, AT
 EW2419'THE BEGINNING OF CURB RETURN SOUTHEAST OF YATES STREET.
 EW2419
 EW2419                          STATION RECOVERY (1971)
 EW2419
 EW2419'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2420 ***********************************************************************
 EW2420  DESIGNATION -  02 03390 C OF LA
 EW2420  PID         -  EW2420
 EW2420  STATE/COUNTY-  CA/LOS ANGELES
 EW2420  USGS QUAD   -  SUNLAND (1995)
 EW2420
 EW2420                         *CURRENT SURVEY CONTROL
 EW2420  ___________________________________________________________________
 EW2420* NAD 83(1986)-  34 15 26.     (N)    118 18 04.     (W)     SCALED    
 EW2420* NAVD 88     -       469.178  (meters)    1539.29   (feet)  READJUSTED
 EW2420  ___________________________________________________________________
 EW2420  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2420  DYNAMIC HT  -         468.660 (meters)    1537.60  (feet)  COMP
 EW2420  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 EW2420
 EW2420  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2420
 EW2420.The horizontal coordinates were scaled from a topographic map and have
 EW2420.an estimated accuracy of +/- 6 seconds.
 EW2420
 EW2420.The orthometric height was determined by differential leveling
 EW2420.and adjusted in September 2004.
 EW2420.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2420.distribution rate of 1.1 thru 2.0 mm/km.
 EW2420.The height was derived from older observations constrained to new
 EW2420.heights in a crustal motion area.  The height is approximate in
 EW2420.relation to other heights in its vicinity.
 EW2420
 EW2420.The geoid height was determined by GEOID03.
 EW2420
 EW2420.The dynamic height is computed by dividing the NAVD 88
 EW2420.geopotential number by the normal gravity value computed on the
 EW2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2420.degrees latitude (g = 980.6199 gals.).
 EW2420
 EW2420.The modeled gravity was interpolated from observed gravity values.
 EW2420
 EW2420;                    North         East    Units  Estimated Accuracy
 EW2420;SPC CA 5     -   584,040.    1,972,270.      MT  (+/- 180 meters Scaled)
 EW2420
 EW2420                          SUPERSEDED SURVEY CONTROL
 EW2420
 EW2420  NGVD 29 (??/??/92)  468.109  (m)         1535.79   (f) ADJ UNCH    1 1
 EW2420
 EW2420.Superseded values are not recommended for survey control.
 EW2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2420.See file dsdata.txt to determine how the superseded data were derived.
 EW2420
 EW2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT802914(NAD 83)
 EW2420_MARKER: S = SPIKE
 EW2420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2420_SP_SET: CURB
 EW2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2420
 EW2420  HISTORY     - Date     Condition        Report By
 EW2420  HISTORY     - UNK      MONUMENTED       CA1980
 EW2420  HISTORY     - 1968     GOOD             CA1980
 EW2420  HISTORY     - 1971     GOOD             CA1980
 EW2420
 EW2420                          STATION DESCRIPTION
 EW2420
 EW2420'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2420'IN LOS ANGELES.
 EW2420'SQUARE SPIKE IN THE SOUTHWEST CURB OF FOOTHILL BOULEVARD, 1
 EW2420'FOOT NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF
 EW2420'WYNGATE STREET.
 EW2420
 EW2420                          STATION RECOVERY (1971)
 EW2420
 EW2420'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2421 ***********************************************************************
 EW2421  DESIGNATION -  02 03410 C OF LA
 EW2421  PID         -  EW2421
 EW2421  STATE/COUNTY-  CA/LOS ANGELES
 EW2421  USGS QUAD   -  SUNLAND (1995)
 EW2421
 EW2421                         *CURRENT SURVEY CONTROL
 EW2421  ___________________________________________________________________
 EW2421* NAD 83(1986)-  34 15 29.     (N)    118 18 07.     (W)     SCALED    
 EW2421* NAVD 88     -       464.71   (+/-2cm)    1524.6    (feet)  VERTCON   
 EW2421  ___________________________________________________________________
 EW2421  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2421  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2421
 EW2421.The horizontal coordinates were scaled from a topographic map and have
 EW2421.an estimated accuracy of +/- 6 seconds.
 EW2421
 EW2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2421.The vertical order pertains to the NGVD 29 superseded value.
 EW2421
 EW2421.The geoid height was determined by GEOID03.
 EW2421
 EW2421;                    North         East    Units  Estimated Accuracy
 EW2421;SPC CA 5     -   584,130.    1,972,190.      MT  (+/- 180 meters Scaled)
 EW2421
 EW2421                          SUPERSEDED SURVEY CONTROL
 EW2421
 EW2421  NGVD 29 (??/??/92)  463.895  (m)         1521.96   (f) ADJ UNCH    1 1
 EW2421
 EW2421.Superseded values are not recommended for survey control.
 EW2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2421.See file dsdata.txt to determine how the superseded data were derived.
 EW2421
 EW2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT801915(NAD 83)
 EW2421_MARKER: Z = SEE DESCRIPTION
 EW2421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2421_SP_SET: CURB
 EW2421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2421
 EW2421  HISTORY     - Date     Condition        Report By
 EW2421  HISTORY     - UNK      MONUMENTED       CA1980
 EW2421  HISTORY     - 1968     GOOD             CA1980
 EW2421  HISTORY     - 1971     GOOD             CA1980
 EW2421
 EW2421                          STATION DESCRIPTION
 EW2421
 EW2421'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2421'IN LOS ANGELES.
 EW2421'BRASS SCREW IN LEAD IN THE NORTHEAST CURB OF FOOTHILL BOULEVARD,
 EW2421'1 FOOT SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF
 EW2421'MACHREA STREET.
 EW2421
 EW2421                          STATION RECOVERY (1971)
 EW2421
 EW2421'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2422 ***********************************************************************
 EW2422  DESIGNATION -  02 03420 C OF LA
 EW2422  PID         -  EW2422
 EW2422  STATE/COUNTY-  CA/LOS ANGELES
 EW2422  USGS QUAD   -  SUNLAND (1995)
 EW2422
 EW2422                         *CURRENT SURVEY CONTROL
 EW2422  ___________________________________________________________________
 EW2422* NAD 83(1986)-  34 15 31.     (N)    118 18 10.     (W)     SCALED    
 EW2422* NAVD 88     -       461.151  (meters)    1512.96   (feet)  READJUSTED
 EW2422  ___________________________________________________________________
 EW2422  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2422  DYNAMIC HT  -         460.640 (meters)    1511.28  (feet)  COMP
 EW2422  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 EW2422
 EW2422  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2422
 EW2422.The horizontal coordinates were scaled from a topographic map and have
 EW2422.an estimated accuracy of +/- 6 seconds.
 EW2422
 EW2422.The orthometric height was determined by differential leveling
 EW2422.and adjusted in September 2004.
 EW2422.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2422.distribution rate of 1.1 thru 2.0 mm/km.
 EW2422.The height was derived from older observations constrained to new
 EW2422.heights in a crustal motion area.  The height is approximate in
 EW2422.relation to other heights in its vicinity.
 EW2422
 EW2422.The geoid height was determined by GEOID03.
 EW2422
 EW2422.The dynamic height is computed by dividing the NAVD 88
 EW2422.geopotential number by the normal gravity value computed on the
 EW2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2422.degrees latitude (g = 980.6199 gals.).
 EW2422
 EW2422.The modeled gravity was interpolated from observed gravity values.
 EW2422
 EW2422;                    North         East    Units  Estimated Accuracy
 EW2422;SPC CA 5     -   584,190.    1,972,110.      MT  (+/- 180 meters Scaled)
 EW2422
 EW2422                          SUPERSEDED SURVEY CONTROL
 EW2422
 EW2422  NGVD 29 (??/??/92)  460.082  (m)         1509.45   (f) ADJ UNCH    1 1
 EW2422
 EW2422.Superseded values are not recommended for survey control.
 EW2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2422.See file dsdata.txt to determine how the superseded data were derived.
 EW2422
 EW2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT800915(NAD 83)
 EW2422_MARKER: S = SPIKE
 EW2422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2422_SP_SET: CURB
 EW2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2422
 EW2422  HISTORY     - Date     Condition        Report By
 EW2422  HISTORY     - UNK      MONUMENTED       CA1980
 EW2422  HISTORY     - 1968     GOOD             CA1980
 EW2422  HISTORY     - 1971     GOOD             CA1980
 EW2422
 EW2422                          STATION DESCRIPTION
 EW2422
 EW2422'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2422'IN LOS ANGELES.
 EW2422'WIRE SPIKE IN THE NORTHEAST CURB OF FOOTHILL BOULEVARD, 1 FOOT
 EW2422'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF MOUNT
 EW2422'GLEASON AVENUE.
 EW2422
 EW2422                          STATION RECOVERY (1971)
 EW2422
 EW2422'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2424 ***********************************************************************
 EW2424  DESIGNATION -  02 03510 C OF LA
 EW2424  PID         -  EW2424
 EW2424  STATE/COUNTY-  CA/LOS ANGELES
 EW2424  USGS QUAD   -  SUNLAND (1995)
 EW2424
 EW2424                         *CURRENT SURVEY CONTROL
 EW2424  ___________________________________________________________________
 EW2424* NAD 83(1986)-  34 15 33.     (N)    118 18 15.     (W)     SCALED    
 EW2424* NAVD 88     -       456.758  (meters)    1498.55   (feet)  READJUSTED
 EW2424  ___________________________________________________________________
 EW2424  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EW2424  DYNAMIC HT  -         456.250 (meters)    1496.88  (feet)  COMP
 EW2424  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 EW2424
 EW2424  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2424
 EW2424.The horizontal coordinates were scaled from a topographic map and have
 EW2424.an estimated accuracy of +/- 6 seconds.
 EW2424
 EW2424.The orthometric height was determined by differential leveling
 EW2424.and adjusted in September 2004.
 EW2424.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2424.distribution rate of 0.0 thru 1.0 mm/km.
 EW2424.The height was derived from older observations constrained to new
 EW2424.heights in a crustal motion area.  The height is approximate in
 EW2424.relation to other heights in its vicinity.
 EW2424
 EW2424.The geoid height was determined by GEOID03.
 EW2424
 EW2424.The dynamic height is computed by dividing the NAVD 88
 EW2424.geopotential number by the normal gravity value computed on the
 EW2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2424.degrees latitude (g = 980.6199 gals.).
 EW2424
 EW2424.The modeled gravity was interpolated from observed gravity values.
 EW2424
 EW2424;                    North         East    Units  Estimated Accuracy
 EW2424;SPC CA 5     -   584,250.    1,971,990.      MT  (+/- 180 meters Scaled)
 EW2424
 EW2424                          SUPERSEDED SURVEY CONTROL
 EW2424
 EW2424  NGVD 29 (??/??/92)  455.689  (m)         1495.04   (f) ADJ UNCH    1 1
 EW2424
 EW2424.Superseded values are not recommended for survey control.
 EW2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2424.See file dsdata.txt to determine how the superseded data were derived.
 EW2424
 EW2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799916(NAD 83)
 EW2424_MARKER: S = SPIKE
 EW2424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2424_SP_SET: CURB
 EW2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2424
 EW2424  HISTORY     - Date     Condition        Report By
 EW2424  HISTORY     - UNK      MONUMENTED       CA1980
 EW2424  HISTORY     - 1968     GOOD             CA1980
 EW2424  HISTORY     - 1971     GOOD             CA1980
 EW2424
 EW2424                          STATION DESCRIPTION
 EW2424
 EW2424'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2424'IN LOS ANGELES.
 EW2424'WIRE SPIKE IN THE CURB, AT THE CENTER OF THE SOUTHEAST CURB
 EW2424'RETURN, IN THE INTERSECTION OF FOOTHILL BOULEVARD AND JARDINE
 EW2424'AVENUE TO THE NORTH.
 EW2424
 EW2424                          STATION RECOVERY (1971)
 EW2424
 EW2424'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2425 ***********************************************************************
 EW2425  DESIGNATION -  02 03530 C OF LA
 EW2425  PID         -  EW2425
 EW2425  STATE/COUNTY-  CA/LOS ANGELES
 EW2425  USGS QUAD   -  SUNLAND (1995)
 EW2425
 EW2425                         *CURRENT SURVEY CONTROL
 EW2425  ___________________________________________________________________
 EW2425* NAD 83(1986)-  34 15 33.     (N)    118 18 16.     (W)     SCALED    
 EW2425* NAVD 88     -       454.760  (meters)    1491.99   (feet)  READJUSTED
 EW2425  ___________________________________________________________________
 EW2425  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EW2425  DYNAMIC HT  -         454.260 (meters)    1490.35  (feet)  COMP
 EW2425  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 EW2425
 EW2425  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2425
 EW2425.The horizontal coordinates were scaled from a topographic map and have
 EW2425.an estimated accuracy of +/- 6 seconds.
 EW2425
 EW2425.The orthometric height was determined by differential leveling
 EW2425.and adjusted in September 2004.
 EW2425.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2425.distribution rate of 2.1 thru 3.0 mm/km.
 EW2425.The height was derived from older observations constrained to new
 EW2425.heights in a crustal motion area.  The height is approximate in
 EW2425.relation to other heights in its vicinity.
 EW2425
 EW2425.The geoid height was determined by GEOID03.
 EW2425
 EW2425.The dynamic height is computed by dividing the NAVD 88
 EW2425.geopotential number by the normal gravity value computed on the
 EW2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2425.degrees latitude (g = 980.6199 gals.).
 EW2425
 EW2425.The modeled gravity was interpolated from observed gravity values.
 EW2425
 EW2425;                    North         East    Units  Estimated Accuracy
 EW2425;SPC CA 5     -   584,250.    1,971,960.      MT  (+/- 180 meters Scaled)
 EW2425
 EW2425                          SUPERSEDED SURVEY CONTROL
 EW2425
 EW2425  NGVD 29 (??/??/92)  453.691  (m)         1488.48   (f) ADJ UNCH    1 1
 EW2425
 EW2425.Superseded values are not recommended for survey control.
 EW2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2425.See file dsdata.txt to determine how the superseded data were derived.
 EW2425
 EW2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799916(NAD 83)
 EW2425_MARKER: S = SPIKE
 EW2425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2425_SP_SET: CURB
 EW2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2425
 EW2425  HISTORY     - Date     Condition        Report By
 EW2425  HISTORY     - UNK      MONUMENTED       CA1980
 EW2425  HISTORY     - 1968     GOOD             CA1980
 EW2425  HISTORY     - 1971     GOOD             CA1980
 EW2425
 EW2425                          STATION DESCRIPTION
 EW2425
 EW2425'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2425'IN LOS ANGELES.
 EW2425'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1 FOOT
 EW2425'EAST OF THE BEGINNING OF CURB RETURN EAST OF JARDINE AVENUE
 EW2425'FROM THE NORTH.
 EW2425
 EW2425                          STATION RECOVERY (1971)
 EW2425
 EW2425'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2427 ***********************************************************************
 EW2427  DESIGNATION -  02 03601 C OF LA
 EW2427  PID         -  EW2427
 EW2427  STATE/COUNTY-  CA/LOS ANGELES
 EW2427  USGS QUAD   -  SUNLAND (1995)
 EW2427
 EW2427                         *CURRENT SURVEY CONTROL
 EW2427  ___________________________________________________________________
 EW2427* NAD 83(1986)-  34 15 33.     (N)    118 18 17.     (W)     SCALED    
 EW2427* NAVD 88     -       449.718  (meters)    1475.45   (feet)  READJUSTED
 EW2427  ___________________________________________________________________
 EW2427  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EW2427  DYNAMIC HT  -         449.220 (meters)    1473.82  (feet)  COMP
 EW2427  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 EW2427
 EW2427  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2427
 EW2427.The horizontal coordinates were scaled from a topographic map and have
 EW2427.an estimated accuracy of +/- 6 seconds.
 EW2427
 EW2427.The orthometric height was determined by differential leveling
 EW2427.and adjusted in September 2004.
 EW2427.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2427.distribution rate of 2.1 thru 3.0 mm/km.
 EW2427.The height was derived from older observations constrained to new
 EW2427.heights in a crustal motion area.  The height is approximate in
 EW2427.relation to other heights in its vicinity.
 EW2427
 EW2427.The geoid height was determined by GEOID03.
 EW2427
 EW2427.The dynamic height is computed by dividing the NAVD 88
 EW2427.geopotential number by the normal gravity value computed on the
 EW2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2427.degrees latitude (g = 980.6199 gals.).
 EW2427
 EW2427.The modeled gravity was interpolated from observed gravity values.
 EW2427
 EW2427;                    North         East    Units  Estimated Accuracy
 EW2427;SPC CA 5     -   584,250.    1,971,940.      MT  (+/- 180 meters Scaled)
 EW2427
 EW2427                          SUPERSEDED SURVEY CONTROL
 EW2427
 EW2427  NGVD 29 (??/??/92)  448.648  (m)         1471.94   (f) ADJ UNCH    1 1
 EW2427
 EW2427.Superseded values are not recommended for survey control.
 EW2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2427.See file dsdata.txt to determine how the superseded data were derived.
 EW2427
 EW2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798916(NAD 83)
 EW2427_MARKER: S = SPIKE
 EW2427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2427_SP_SET: CURB
 EW2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2427
 EW2427  HISTORY     - Date     Condition        Report By
 EW2427  HISTORY     - UNK      MONUMENTED       CA1980
 EW2427  HISTORY     - 1968     GOOD             CA1980
 EW2427  HISTORY     - 1971     GOOD             CA1980
 EW2427
 EW2427                          STATION DESCRIPTION
 EW2427
 EW2427'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2427'IN LOS ANGELES.
 EW2427'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1 FOOT WEST
 EW2427'OF THE BEGINNING OF CURB RETURN WEST OF WHITEGATE AVENUE.
 EW2427
 EW2427                          STATION RECOVERY (1971)
 EW2427
 EW2427'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2426 ***********************************************************************
 EW2426  DESIGNATION -  02 03630 C OF LA
 EW2426  PID         -  EW2426
 EW2426  STATE/COUNTY-  CA/LOS ANGELES
 EW2426  USGS QUAD   -  SUNLAND (1995)
 EW2426
 EW2426                         *CURRENT SURVEY CONTROL
 EW2426  ___________________________________________________________________
 EW2426* NAD 83(1986)-  34 15 34.     (N)    118 18 22.     (W)     SCALED    
 EW2426* NAVD 88     -       447.659  (meters)    1468.69   (feet)  READJUSTED
 EW2426  ___________________________________________________________________
 EW2426  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EW2426  DYNAMIC HT  -         447.170 (meters)    1467.09  (feet)  COMP
 EW2426  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 EW2426
 EW2426  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2426
 EW2426.The horizontal coordinates were scaled from a topographic map and have
 EW2426.an estimated accuracy of +/- 6 seconds.
 EW2426
 EW2426.The orthometric height was determined by differential leveling
 EW2426.and adjusted in September 2004.
 EW2426.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2426.distribution rate of 1.1 thru 2.0 mm/km.
 EW2426.The height was derived from older observations constrained to new
 EW2426.heights in a crustal motion area.  The height is approximate in
 EW2426.relation to other heights in its vicinity.
 EW2426
 EW2426.The geoid height was determined by GEOID03.
 EW2426
 EW2426.The dynamic height is computed by dividing the NAVD 88
 EW2426.geopotential number by the normal gravity value computed on the
 EW2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2426.degrees latitude (g = 980.6199 gals.).
 EW2426
 EW2426.The modeled gravity was interpolated from observed gravity values.
 EW2426
 EW2426;                    North         East    Units  Estimated Accuracy
 EW2426;SPC CA 5     -   584,280.    1,971,810.      MT  (+/- 180 meters Scaled)
 EW2426
 EW2426                          SUPERSEDED SURVEY CONTROL
 EW2426
 EW2426  NGVD 29 (??/??/92)  446.589  (m)         1465.18   (f) ADJ UNCH    1 1
 EW2426
 EW2426.Superseded values are not recommended for survey control.
 EW2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2426.See file dsdata.txt to determine how the superseded data were derived.
 EW2426
 EW2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797916(NAD 83)
 EW2426_MARKER: S = SPIKE
 EW2426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2426_SP_SET: CURB
 EW2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2426
 EW2426  HISTORY     - Date     Condition        Report By
 EW2426  HISTORY     - UNK      MONUMENTED       CA1980
 EW2426  HISTORY     - 1968     GOOD             CA1980
 EW2426  HISTORY     - 1971     GOOD             CA1980
 EW2426
 EW2426                          STATION DESCRIPTION
 EW2426
 EW2426'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2426'IN LOS ANGELES.
 EW2426'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1 FOOT EAST
 EW2426'OF THE BEGINNING OF CURB RETURN EAST OF LEOLANG AVENUE.
 EW2426
 EW2426                          STATION RECOVERY (1971)
 EW2426
 EW2426'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2428 ***********************************************************************
 EW2428  DESIGNATION -  02 03661 C OF LA
 EW2428  PID         -  EW2428
 EW2428  STATE/COUNTY-  CA/LOS ANGELES
 EW2428  USGS QUAD   -  SUNLAND (1995)
 EW2428
 EW2428                         *CURRENT SURVEY CONTROL
 EW2428  ___________________________________________________________________
 EW2428* NAD 83(1986)-  34 15 34.     (N)    118 18 26.     (W)     SCALED    
 EW2428* NAVD 88     -       443.084  (meters)    1453.68   (feet)  READJUSTED
 EW2428  ___________________________________________________________________
 EW2428  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EW2428  DYNAMIC HT  -         442.600 (meters)    1452.10  (feet)  COMP
 EW2428  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 EW2428
 EW2428  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2428
 EW2428.The horizontal coordinates were scaled from a topographic map and have
 EW2428.an estimated accuracy of +/- 6 seconds.
 EW2428
 EW2428.The orthometric height was determined by differential leveling
 EW2428.and adjusted in September 2004.
 EW2428.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2428.distribution rate of 1.1 thru 2.0 mm/km.
 EW2428.The height was derived from older observations constrained to new
 EW2428.heights in a crustal motion area.  The height is approximate in
 EW2428.relation to other heights in its vicinity.
 EW2428
 EW2428.The geoid height was determined by GEOID03.
 EW2428
 EW2428.The dynamic height is computed by dividing the NAVD 88
 EW2428.geopotential number by the normal gravity value computed on the
 EW2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2428.degrees latitude (g = 980.6199 gals.).
 EW2428
 EW2428.The modeled gravity was interpolated from observed gravity values.
 EW2428
 EW2428;                    North         East    Units  Estimated Accuracy
 EW2428;SPC CA 5     -   584,290.    1,971,710.      MT  (+/- 180 meters Scaled)
 EW2428
 EW2428                          SUPERSEDED SURVEY CONTROL
 EW2428
 EW2428  NGVD 29 (??/??/92)  442.015  (m)         1450.18   (f) ADJ UNCH    1 1
 EW2428
 EW2428.Superseded values are not recommended for survey control.
 EW2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2428.See file dsdata.txt to determine how the superseded data were derived.
 EW2428
 EW2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT796916(NAD 83)
 EW2428_MARKER: S = SPIKE
 EW2428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2428_SP_SET: CURB
 EW2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2428
 EW2428  HISTORY     - Date     Condition        Report By
 EW2428  HISTORY     - UNK      MONUMENTED       CA1980
 EW2428  HISTORY     - 1968     GOOD             CA1980
 EW2428  HISTORY     - 1971     GOOD             CA1980
 EW2428
 EW2428                          STATION DESCRIPTION
 EW2428
 EW2428'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2428'IN LOS ANGELES.
 EW2428'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1 FOOT
 EW2428'WEST OF THE BEGINNING OF CURB RETURN WEST OF WOODWARD AVENUE.
 EW2428
 EW2428                          STATION RECOVERY (1971)
 EW2428
 EW2428'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2430 ***********************************************************************
 EW2430  DESIGNATION -  02 03720 C OF LA
 EW2430  PID         -  EW2430
 EW2430  STATE/COUNTY-  CA/LOS ANGELES
 EW2430  USGS QUAD   -  SUNLAND (1995)
 EW2430
 EW2430                         *CURRENT SURVEY CONTROL
 EW2430  ___________________________________________________________________
 EW2430* NAD 83(1986)-  34 15 34.     (N)    118 18 32.     (W)     SCALED    
 EW2430* NAVD 88     -       436.017  (meters)    1430.50   (feet)  READJUSTED
 EW2430  ___________________________________________________________________
 EW2430  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW2430  DYNAMIC HT  -         435.540 (meters)    1428.93  (feet)  COMP
 EW2430  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 EW2430
 EW2430  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2430
 EW2430.The horizontal coordinates were scaled from a topographic map and have
 EW2430.an estimated accuracy of +/- 6 seconds.
 EW2430
 EW2430.The orthometric height was determined by differential leveling
 EW2430.and adjusted in September 2004.
 EW2430.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2430.distribution rate of 1.1 thru 2.0 mm/km.
 EW2430.The height was derived from older observations constrained to new
 EW2430.heights in a crustal motion area.  The height is approximate in
 EW2430.relation to other heights in its vicinity.
 EW2430
 EW2430.The geoid height was determined by GEOID03.
 EW2430
 EW2430.The dynamic height is computed by dividing the NAVD 88
 EW2430.geopotential number by the normal gravity value computed on the
 EW2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2430.degrees latitude (g = 980.6199 gals.).
 EW2430
 EW2430.The modeled gravity was interpolated from observed gravity values.
 EW2430
 EW2430;                    North         East    Units  Estimated Accuracy
 EW2430;SPC CA 5     -   584,290.    1,971,550.      MT  (+/- 180 meters Scaled)
 EW2430
 EW2430                          SUPERSEDED SURVEY CONTROL
 EW2430
 EW2430  NGVD 29 (??/??/92)  434.949  (m)         1427.00   (f) ADJ UNCH    1 1
 EW2430
 EW2430.Superseded values are not recommended for survey control.
 EW2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2430.See file dsdata.txt to determine how the superseded data were derived.
 EW2430
 EW2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT794916(NAD 83)
 EW2430_MARKER: S = SPIKE
 EW2430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2430_SP_SET: CURB
 EW2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2430
 EW2430  HISTORY     - Date     Condition        Report By
 EW2430  HISTORY     - UNK      MONUMENTED       CA1980
 EW2430  HISTORY     - 1968     GOOD             CA1980
 EW2430  HISTORY     - 1971     GOOD             CA1980
 EW2430
 EW2430                          STATION DESCRIPTION
 EW2430
 EW2430'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2430'IN LOS ANGELES.
 EW2430'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1 FOOT
 EW2430'WEST OF THE BEGINNING OF CURB RETURN WEST OF LANGMUIR AVENUE.
 EW2430
 EW2430                          STATION RECOVERY (1971)
 EW2430
 EW2430'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2431 ***********************************************************************
 EW2431  DESIGNATION -  02 03750 C OF LA
 EW2431  PID         -  EW2431
 EW2431  STATE/COUNTY-  CA/LOS ANGELES
 EW2431  USGS QUAD   -  SUNLAND (1995)
 EW2431
 EW2431                         *CURRENT SURVEY CONTROL
 EW2431  ___________________________________________________________________
 EW2431* NAD 83(1986)-  34 15 34.     (N)    118 18 39.     (W)     SCALED    
 EW2431* NAVD 88     -       430.145  (meters)    1411.23   (feet)  READJUSTED
 EW2431  ___________________________________________________________________
 EW2431  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EW2431  DYNAMIC HT  -         429.670 (meters)    1409.68  (feet)  COMP
 EW2431  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 EW2431
 EW2431  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2431
 EW2431.The horizontal coordinates were scaled from a topographic map and have
 EW2431.an estimated accuracy of +/- 6 seconds.
 EW2431
 EW2431.The orthometric height was determined by differential leveling
 EW2431.and adjusted in September 2004.
 EW2431.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2431.distribution rate of 1.1 thru 2.0 mm/km.
 EW2431.The height was derived from older observations constrained to new
 EW2431.heights in a crustal motion area.  The height is approximate in
 EW2431.relation to other heights in its vicinity.
 EW2431
 EW2431.The geoid height was determined by GEOID03.
 EW2431
 EW2431.The dynamic height is computed by dividing the NAVD 88
 EW2431.geopotential number by the normal gravity value computed on the
 EW2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2431.degrees latitude (g = 980.6199 gals.).
 EW2431
 EW2431.The modeled gravity was interpolated from observed gravity values.
 EW2431
 EW2431;                    North         East    Units  Estimated Accuracy
 EW2431;SPC CA 5     -   584,290.    1,971,370.      MT  (+/- 180 meters Scaled)
 EW2431
 EW2431                          SUPERSEDED SURVEY CONTROL
 EW2431
 EW2431  NGVD 29 (??/??/92)  429.078  (m)         1407.73   (f) ADJ UNCH    1 1
 EW2431
 EW2431.Superseded values are not recommended for survey control.
 EW2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2431.See file dsdata.txt to determine how the superseded data were derived.
 EW2431
 EW2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT793917(NAD 83)
 EW2431_MARKER: S = SPIKE
 EW2431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2431_SP_SET: CURB
 EW2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2431
 EW2431  HISTORY     - Date     Condition        Report By
 EW2431  HISTORY     - UNK      MONUMENTED       CA1980
 EW2431  HISTORY     - 1968     GOOD             CA1980
 EW2431  HISTORY     - 1971     GOOD             CA1980
 EW2431
 EW2431                          STATION DESCRIPTION
 EW2431
 EW2431'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2431'IN LOS ANGELES.
 EW2431'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1 FOOT WEST
 EW2431'OF THE BEGINNING OF CURB RETURN WEST OF NASSAU AVENUE.
 EW2431
 EW2431                          STATION RECOVERY (1971)
 EW2431
 EW2431'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2433 ***********************************************************************
 EW2433  DESIGNATION -  02 03780 C OF LA
 EW2433  PID         -  EW2433
 EW2433  STATE/COUNTY-  CA/LOS ANGELES
 EW2433  USGS QUAD   -  SUNLAND (1995)
 EW2433
 EW2433                         *CURRENT SURVEY CONTROL
 EW2433  ___________________________________________________________________
 EW2433* NAD 83(1986)-  34 15 34.     (N)    118 18 50.     (W)     SCALED    
 EW2433* NAVD 88     -       423.363  (meters)    1388.98   (feet)  READJUSTED
 EW2433  ___________________________________________________________________
 EW2433  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 EW2433  DYNAMIC HT  -         422.900 (meters)    1387.46  (feet)  COMP
 EW2433  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 EW2433
 EW2433  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2433
 EW2433.The horizontal coordinates were scaled from a topographic map and have
 EW2433.an estimated accuracy of +/- 6 seconds.
 EW2433
 EW2433.The orthometric height was determined by differential leveling
 EW2433.and adjusted in September 2004.
 EW2433.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2433.distribution rate of 1.1 thru 2.0 mm/km.
 EW2433.The height was derived from older observations constrained to new
 EW2433.heights in a crustal motion area.  The height is approximate in
 EW2433.relation to other heights in its vicinity.
 EW2433
 EW2433.The geoid height was determined by GEOID03.
 EW2433
 EW2433.The dynamic height is computed by dividing the NAVD 88
 EW2433.geopotential number by the normal gravity value computed on the
 EW2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2433.degrees latitude (g = 980.6199 gals.).
 EW2433
 EW2433.The modeled gravity was interpolated from observed gravity values.
 EW2433
 EW2433;                    North         East    Units  Estimated Accuracy
 EW2433;SPC CA 5     -   584,290.    1,971,090.      MT  (+/- 180 meters Scaled)
 EW2433
 EW2433                          SUPERSEDED SURVEY CONTROL
 EW2433
 EW2433  NGVD 29 (??/??/92)  422.297  (m)         1385.49   (f) ADJ UNCH    1 1
 EW2433
 EW2433.Superseded values are not recommended for survey control.
 EW2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2433.See file dsdata.txt to determine how the superseded data were derived.
 EW2433
 EW2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT790917(NAD 83)
 EW2433_MARKER: S = SPIKE
 EW2433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2433_SP_SET: CURB
 EW2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2433
 EW2433  HISTORY     - Date     Condition        Report By
 EW2433  HISTORY     - UNK      MONUMENTED       CA1980
 EW2433  HISTORY     - 1968     GOOD             CA1980
 EW2433  HISTORY     - 1971     GOOD             CA1980
 EW2433
 EW2433                          STATION DESCRIPTION
 EW2433
 EW2433'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2433'IN LOS ANGELES.
 EW2433'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, 11 FEET
 EW2433'EAST OF THE BEGINNING OF CURB RETURN EAST OF SCOVILLE AVENUE.
 EW2433
 EW2433                          STATION RECOVERY (1971)
 EW2433
 EW2433'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2434 ***********************************************************************
 EW2434  DESIGNATION -  02 03811 C OF LA
 EW2434  PID         -  EW2434
 EW2434  STATE/COUNTY-  CA/LOS ANGELES
 EW2434  USGS QUAD   -  SUNLAND (1995)
 EW2434
 EW2434                         *CURRENT SURVEY CONTROL
 EW2434  ___________________________________________________________________
 EW2434* NAD 83(1986)-  34 15 34.     (N)    118 18 53.     (W)     SCALED    
 EW2434* NAVD 88     -       422.901  (meters)    1387.47   (feet)  READJUSTED
 EW2434  ___________________________________________________________________
 EW2434  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EW2434  DYNAMIC HT  -         422.440 (meters)    1385.96  (feet)  COMP
 EW2434  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 EW2434
 EW2434  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2434
 EW2434.The horizontal coordinates were scaled from a topographic map and have
 EW2434.an estimated accuracy of +/- 6 seconds.
 EW2434
 EW2434.The orthometric height was determined by differential leveling
 EW2434.and adjusted in September 2004.
 EW2434.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2434.distribution rate of 1.1 thru 2.0 mm/km.
 EW2434.The height was derived from older observations constrained to new
 EW2434.heights in a crustal motion area.  The height is approximate in
 EW2434.relation to other heights in its vicinity.
 EW2434
 EW2434.The geoid height was determined by GEOID03.
 EW2434
 EW2434.The dynamic height is computed by dividing the NAVD 88
 EW2434.geopotential number by the normal gravity value computed on the
 EW2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2434.degrees latitude (g = 980.6199 gals.).
 EW2434
 EW2434.The modeled gravity was interpolated from observed gravity values.
 EW2434
 EW2434;                    North         East    Units  Estimated Accuracy
 EW2434;SPC CA 5     -   584,290.    1,971,010.      MT  (+/- 180 meters Scaled)
 EW2434
 EW2434                          SUPERSEDED SURVEY CONTROL
 EW2434
 EW2434  NGVD 29 (??/??/92)  421.834  (m)         1383.97   (f) ADJ UNCH    1 1
 EW2434
 EW2434.Superseded values are not recommended for survey control.
 EW2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2434.See file dsdata.txt to determine how the superseded data were derived.
 EW2434
 EW2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT789917(NAD 83)
 EW2434_MARKER: S = SPIKE
 EW2434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2434_SP_SET: CURB
 EW2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2434
 EW2434  HISTORY     - Date     Condition        Report By
 EW2434  HISTORY     - UNK      MONUMENTED       CA1980
 EW2434  HISTORY     - 1968     GOOD             CA1980
 EW2434  HISTORY     - 1971     GOOD             CA1980
 EW2434
 EW2434                          STATION DESCRIPTION
 EW2434
 EW2434'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2434'IN LOS ANGELES.
 EW2434'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, 5 FEET
 EW2434'WEST OF THE BEGINNING OF CURB RETURN WEST OF ELDORA AVENUE.
 EW2434
 EW2434                          STATION RECOVERY (1971)
 EW2434
 EW2434'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2440 ***********************************************************************
 EW2440  DESIGNATION -  02 03870 C OF LA
 EW2440  PID         -  EW2440
 EW2440  STATE/COUNTY-  CA/LOS ANGELES
 EW2440  USGS QUAD   -  SUNLAND (1995)
 EW2440
 EW2440                         *CURRENT SURVEY CONTROL
 EW2440  ___________________________________________________________________
 EW2440* NAD 83(1986)-  34 15 34.     (N)    118 19 00.     (W)     SCALED    
 EW2440* NAVD 88     -       418.984  (meters)    1374.62   (feet)  READJUSTED
 EW2440  ___________________________________________________________________
 EW2440  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EW2440  DYNAMIC HT  -         418.520 (meters)    1373.09  (feet)  COMP
 EW2440  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 EW2440
 EW2440  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2440
 EW2440.The horizontal coordinates were scaled from a topographic map and have
 EW2440.an estimated accuracy of +/- 6 seconds.
 EW2440
 EW2440.The orthometric height was determined by differential leveling
 EW2440.and adjusted in September 2004.
 EW2440.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2440.distribution rate of 1.1 thru 2.0 mm/km.
 EW2440.The height was derived from older observations constrained to new
 EW2440.heights in a crustal motion area.  The height is approximate in
 EW2440.relation to other heights in its vicinity.
 EW2440
 EW2440.The geoid height was determined by GEOID03.
 EW2440
 EW2440.The dynamic height is computed by dividing the NAVD 88
 EW2440.geopotential number by the normal gravity value computed on the
 EW2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2440.degrees latitude (g = 980.6199 gals.).
 EW2440
 EW2440.The modeled gravity was interpolated from observed gravity values.
 EW2440
 EW2440;                    North         East    Units  Estimated Accuracy
 EW2440;SPC CA 5     -   584,290.    1,970,840.      MT  (+/- 180 meters Scaled)
 EW2440
 EW2440                          SUPERSEDED SURVEY CONTROL
 EW2440
 EW2440  NGVD 29 (??/??/92)  417.916  (m)         1371.11   (f) ADJ UNCH    1 1
 EW2440
 EW2440.Superseded values are not recommended for survey control.
 EW2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2440.See file dsdata.txt to determine how the superseded data were derived.
 EW2440
 EW2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787917(NAD 83)
 EW2440_MARKER: S = SPIKE
 EW2440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2440_SP_SET: CURB
 EW2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2440
 EW2440  HISTORY     - Date     Condition        Report By
 EW2440  HISTORY     - UNK      MONUMENTED       CA1980
 EW2440  HISTORY     - 1968     GOOD             CA1980
 EW2440  HISTORY     - 1971     GOOD             CA1980
 EW2440
 EW2440                          STATION DESCRIPTION
 EW2440
 EW2440'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2440'IN LOS ANGELES.
 EW2440'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, AT THE
 EW2440'BEGINNING OF CURB RETURN EAST OF QUILL AVENUE.
 EW2440
 EW2440                          STATION RECOVERY (1971)
 EW2440
 EW2440'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2436 ***********************************************************************
 EW2436  DESIGNATION -  02 03899 C OF LA
 EW2436  PID         -  EW2436
 EW2436  STATE/COUNTY-  CA/LOS ANGELES
 EW2436  USGS QUAD   -  SUNLAND (1995)
 EW2436
 EW2436                         *CURRENT SURVEY CONTROL
 EW2436  ___________________________________________________________________
 EW2436* NAD 83(1986)-  34 15 35.     (N)    118 19 03.     (W)     SCALED    
 EW2436* NAVD 88     -       415.966  (meters)    1364.72   (feet)  READJUSTED
 EW2436  ___________________________________________________________________
 EW2436  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EW2436  DYNAMIC HT  -         415.510 (meters)    1363.22  (feet)  COMP
 EW2436  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 EW2436
 EW2436  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2436
 EW2436.The horizontal coordinates were scaled from a topographic map and have
 EW2436.an estimated accuracy of +/- 6 seconds.
 EW2436
 EW2436.The orthometric height was determined by differential leveling
 EW2436.and adjusted in September 2004.
 EW2436.The height was derived from older observations constrained to new
 EW2436.heights in a crustal motion area.  The height is approximate in
 EW2436.relation to other heights in its vicinity.
 EW2436
 EW2436.The geoid height was determined by GEOID03.
 EW2436
 EW2436.The dynamic height is computed by dividing the NAVD 88
 EW2436.geopotential number by the normal gravity value computed on the
 EW2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2436.degrees latitude (g = 980.6199 gals.).
 EW2436
 EW2436.The modeled gravity was interpolated from observed gravity values.
 EW2436
 EW2436;                    North         East    Units  Estimated Accuracy
 EW2436;SPC CA 5     -   584,320.    1,970,760.      MT  (+/- 180 meters Scaled)
 EW2436
 EW2436                          SUPERSEDED SURVEY CONTROL
 EW2436
 EW2436  NGVD 29 (??/??/92)  414.899  (m)         1361.21   (f) ADJ UNCH    1 1
 EW2436
 EW2436.Superseded values are not recommended for survey control.
 EW2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2436.See file dsdata.txt to determine how the superseded data were derived.
 EW2436
 EW2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786917(NAD 83)
 EW2436_MARKER: DD = SURVEY DISK
 EW2436_SETTING: 0 = UNSPECIFIED SETTING
 EW2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2436
 EW2436  HISTORY     - Date     Condition        Report By
 EW2436  HISTORY     - UNK      MONUMENTED       CA1980
 EW2436  HISTORY     - 1968     GOOD             CA1980
 EW2436  HISTORY     - 1971     GOOD             CA1980
 EW2436
 EW2436                          STATION DESCRIPTION
 EW2436
 EW2436'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2436'IN LOS ANGELES.
 EW2436'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2436'FOOTHILL BOULEVARD AND FLORALITA AVENUE FROM THE NORTH.
 EW2436
 EW2436                          STATION RECOVERY (1971)
 EW2436
 EW2436'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2437 ***********************************************************************
 EW2437  DESIGNATION -  02 03900 C OF LA
 EW2437  PID         -  EW2437
 EW2437  STATE/COUNTY-  CA/LOS ANGELES
 EW2437  USGS QUAD   -  SUNLAND (1995)
 EW2437
 EW2437                         *CURRENT SURVEY CONTROL
 EW2437  ___________________________________________________________________
 EW2437* NAD 83(1986)-  34 15 35.     (N)    118 19 03.     (W)     SCALED    
 EW2437* NAVD 88     -       416.418  (meters)    1366.20   (feet)  READJUSTED
 EW2437  ___________________________________________________________________
 EW2437  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EW2437  DYNAMIC HT  -         415.960 (meters)    1364.70  (feet)  COMP
 EW2437  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 EW2437
 EW2437  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2437
 EW2437.The horizontal coordinates were scaled from a topographic map and have
 EW2437.an estimated accuracy of +/- 6 seconds.
 EW2437
 EW2437.The orthometric height was determined by differential leveling
 EW2437.and adjusted in September 2004.
 EW2437.The height was derived from older observations constrained to new
 EW2437.heights in a crustal motion area.  The height is approximate in
 EW2437.relation to other heights in its vicinity.
 EW2437
 EW2437.The geoid height was determined by GEOID03.
 EW2437
 EW2437.The dynamic height is computed by dividing the NAVD 88
 EW2437.geopotential number by the normal gravity value computed on the
 EW2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2437.degrees latitude (g = 980.6199 gals.).
 EW2437
 EW2437.The modeled gravity was interpolated from observed gravity values.
 EW2437
 EW2437;                    North         East    Units  Estimated Accuracy
 EW2437;SPC CA 5     -   584,320.    1,970,760.      MT  (+/- 180 meters Scaled)
 EW2437
 EW2437                          SUPERSEDED SURVEY CONTROL
 EW2437
 EW2437  NGVD 29 (??/??/92)  415.351  (m)         1362.70   (f) ADJ UNCH    1 1
 EW2437
 EW2437.Superseded values are not recommended for survey control.
 EW2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2437.See file dsdata.txt to determine how the superseded data were derived.
 EW2437
 EW2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786917(NAD 83)
 EW2437_MARKER: S = SPIKE
 EW2437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2437_SP_SET: CURB
 EW2437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2437
 EW2437  HISTORY     - Date     Condition        Report By
 EW2437  HISTORY     - UNK      MONUMENTED       CA1980
 EW2437  HISTORY     - 1968     GOOD             CA1980
 EW2437  HISTORY     - 1971     GOOD             CA1980
 EW2437
 EW2437                          STATION DESCRIPTION
 EW2437
 EW2437'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2437'IN LOS ANGELES.
 EW2437'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, NEAR THE
 EW2437'SOUTHERLY PRODUCTION OF THE CENTER LINE OF FLORALITA AVENUE
 EW2437'FROM THE NORTH.  RESET IN 1960.
 EW2437
 EW2437                          STATION RECOVERY (1971)
 EW2437
 EW2437'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2438 ***********************************************************************
 EW2438  DESIGNATION -  02 03930 C OF LA
 EW2438  PID         -  EW2438
 EW2438  STATE/COUNTY-  CA/LOS ANGELES
 EW2438  USGS QUAD   -  SUNLAND (1995)
 EW2438
 EW2438                         *CURRENT SURVEY CONTROL
 EW2438  ___________________________________________________________________
 EW2438* NAD 83(1986)-  34 15 33.     (N)    118 19 11.     (W)     SCALED    
 EW2438* NAVD 88     -       412.175  (meters)    1352.28   (feet)  READJUSTED
 EW2438  ___________________________________________________________________
 EW2438  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EW2438  DYNAMIC HT  -         411.720 (meters)    1350.78  (feet)  COMP
 EW2438  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 EW2438
 EW2438  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2438
 EW2438.The horizontal coordinates were scaled from a topographic map and have
 EW2438.an estimated accuracy of +/- 6 seconds.
 EW2438
 EW2438.The orthometric height was determined by differential leveling
 EW2438.and adjusted in September 2004.
 EW2438.The height was derived from older observations constrained to new
 EW2438.heights in a crustal motion area.  The height is approximate in
 EW2438.relation to other heights in its vicinity.
 EW2438
 EW2438.The geoid height was determined by GEOID03.
 EW2438
 EW2438.The dynamic height is computed by dividing the NAVD 88
 EW2438.geopotential number by the normal gravity value computed on the
 EW2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2438.degrees latitude (g = 980.6199 gals.).
 EW2438
 EW2438.The modeled gravity was interpolated from observed gravity values.
 EW2438
 EW2438;                    North         East    Units  Estimated Accuracy
 EW2438;SPC CA 5     -   584,260.    1,970,550.      MT  (+/- 180 meters Scaled)
 EW2438
 EW2438                          SUPERSEDED SURVEY CONTROL
 EW2438
 EW2438  NGVD 29 (??/??/92)  411.109  (m)         1348.78   (f) ADJ UNCH    1 1
 EW2438
 EW2438.Superseded values are not recommended for survey control.
 EW2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2438.See file dsdata.txt to determine how the superseded data were derived.
 EW2438
 EW2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT784916(NAD 83)
 EW2438_MARKER: S = SPIKE
 EW2438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2438_SP_SET: CURB
 EW2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2438
 EW2438  HISTORY     - Date     Condition        Report By
 EW2438  HISTORY     - UNK      MONUMENTED       CA1980
 EW2438  HISTORY     - 1968     GOOD             CA1980
 EW2438  HISTORY     - 1971     GOOD             CA1980
 EW2438
 EW2438                          STATION DESCRIPTION
 EW2438
 EW2438'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2438'IN LOS ANGELES.
 EW2438'SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, AT THE BEGINNING
 EW2438'OF CURB RETURN EAST OF SHERMON GROVE AVENUE.  RESET IN 1960.
 EW2438
 EW2438                          STATION RECOVERY (1971)
 EW2438
 EW2438'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2442 ***********************************************************************
 EW2442  DESIGNATION -  02 03959 C OF LA
 EW2442  PID         -  EW2442
 EW2442  STATE/COUNTY-  CA/LOS ANGELES
 EW2442  USGS QUAD   -  SUNLAND (1995)
 EW2442
 EW2442                         *CURRENT SURVEY CONTROL
 EW2442  ___________________________________________________________________
 EW2442* NAD 83(1986)-  34 15 41.     (N)    118 19 34.     (W)     SCALED    
 EW2442* NAVD 88     -       406.823  (meters)    1334.72   (feet)  READJUSTED
 EW2442  ___________________________________________________________________
 EW2442  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EW2442  DYNAMIC HT  -         406.380 (meters)    1333.27  (feet)  COMP
 EW2442  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 EW2442
 EW2442  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2442
 EW2442.The horizontal coordinates were scaled from a topographic map and have
 EW2442.an estimated accuracy of +/- 6 seconds.
 EW2442
 EW2442.The orthometric height was determined by differential leveling
 EW2442.and adjusted in September 2004.
 EW2442.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2442.distribution rate of 1.1 thru 2.0 mm/km.
 EW2442.The height was derived from older observations constrained to new
 EW2442.heights in a crustal motion area.  The height is approximate in
 EW2442.relation to other heights in its vicinity.
 EW2442
 EW2442.The geoid height was determined by GEOID03.
 EW2442
 EW2442.The dynamic height is computed by dividing the NAVD 88
 EW2442.geopotential number by the normal gravity value computed on the
 EW2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2442.degrees latitude (g = 980.6199 gals.).
 EW2442
 EW2442.The modeled gravity was interpolated from observed gravity values.
 EW2442
 EW2442;                    North         East    Units  Estimated Accuracy
 EW2442;SPC CA 5     -   584,510.    1,969,970.      MT  (+/- 180 meters Scaled)
 EW2442
 EW2442                          SUPERSEDED SURVEY CONTROL
 EW2442
 EW2442  NGVD 29 (??/??/92)  405.758  (m)         1331.22   (f) ADJ UNCH    1 1
 EW2442
 EW2442.Superseded values are not recommended for survey control.
 EW2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2442.See file dsdata.txt to determine how the superseded data were derived.
 EW2442
 EW2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779919(NAD 83)
 EW2442_MARKER: S = SPIKE
 EW2442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2442_SP_SET: CURB
 EW2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2442
 EW2442  HISTORY     - Date     Condition        Report By
 EW2442  HISTORY     - UNK      MONUMENTED       CA1980
 EW2442  HISTORY     - 1968     GOOD             CA1980
 EW2442  HISTORY     - 1971     GOOD             CA1980
 EW2442
 EW2442                          STATION DESCRIPTION
 EW2442
 EW2442'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2442'IN LOS ANGELES.
 EW2442'SQUARE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 58.6 FEET
 EW2442'EAST OF THE BEGINNING OF CURB RETURN EAST OF FENWICK STREET.
 EW2442
 EW2442                          STATION RECOVERY (1971)
 EW2442
 EW2442'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2443 ***********************************************************************
 EW2443  DESIGNATION -  02 03961 C OF LA
 EW2443  PID         -  EW2443
 EW2443  STATE/COUNTY-  CA/LOS ANGELES
 EW2443  USGS QUAD   -  SUNLAND (1995)
 EW2443
 EW2443                         *CURRENT SURVEY CONTROL
 EW2443  ___________________________________________________________________
 EW2443* NAD 83(1986)-  34 15 41.     (N)    118 19 34.     (W)     SCALED    
 EW2443* NAVD 88     -       406.919  (meters)    1335.03   (feet)  READJUSTED
 EW2443  ___________________________________________________________________
 EW2443  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EW2443  DYNAMIC HT  -         406.470 (meters)    1333.56  (feet)  COMP
 EW2443  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 EW2443
 EW2443  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2443
 EW2443.The horizontal coordinates were scaled from a topographic map and have
 EW2443.an estimated accuracy of +/- 6 seconds.
 EW2443
 EW2443.The orthometric height was determined by differential leveling
 EW2443.and adjusted in September 2004.
 EW2443.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2443.distribution rate of 0.0 thru 1.0 mm/km.
 EW2443.The height was derived from older observations constrained to new
 EW2443.heights in a crustal motion area.  The height is approximate in
 EW2443.relation to other heights in its vicinity.
 EW2443
 EW2443.The geoid height was determined by GEOID03.
 EW2443
 EW2443.The dynamic height is computed by dividing the NAVD 88
 EW2443.geopotential number by the normal gravity value computed on the
 EW2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2443.degrees latitude (g = 980.6199 gals.).
 EW2443
 EW2443.The modeled gravity was interpolated from observed gravity values.
 EW2443
 EW2443;                    North         East    Units  Estimated Accuracy
 EW2443;SPC CA 5     -   584,510.    1,969,970.      MT  (+/- 180 meters Scaled)
 EW2443
 EW2443                          SUPERSEDED SURVEY CONTROL
 EW2443
 EW2443  NGVD 29 (??/??/92)  405.858  (m)         1331.55   (f) ADJ UNCH    1 1
 EW2443
 EW2443.Superseded values are not recommended for survey control.
 EW2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2443.See file dsdata.txt to determine how the superseded data were derived.
 EW2443
 EW2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779919(NAD 83)
 EW2443_MARKER: S = SPIKE
 EW2443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2443_SP_SET: CURB
 EW2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2443
 EW2443  HISTORY     - Date     Condition        Report By
 EW2443  HISTORY     - UNK      MONUMENTED       CA1980
 EW2443  HISTORY     - 1968     GOOD             CA1980
 EW2443  HISTORY     - 1971     GOOD             CA1980
 EW2443
 EW2443                          STATION DESCRIPTION
 EW2443
 EW2443'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2443'IN LOS ANGELES.
 EW2443'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, 27.2 FEET
 EW2443'EAST OF THE BEGINNING OF CURB RETURN EAST OF FENWICK STREET.
 EW2443
 EW2443                          STATION RECOVERY (1971)
 EW2443
 EW2443'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2444 ***********************************************************************
 EW2444  DESIGNATION -  02 03980 C OF LA
 EW2444  PID         -  EW2444
 EW2444  STATE/COUNTY-  CA/LOS ANGELES
 EW2444  USGS QUAD   -  SUNLAND (1995)
 EW2444
 EW2444                         *CURRENT SURVEY CONTROL
 EW2444  ___________________________________________________________________
 EW2444* NAD 83(1986)-  34 15 43.     (N)    118 19 39.     (W)     SCALED    
 EW2444* NAVD 88     -       406.213  (meters)    1332.72   (feet)  READJUSTED
 EW2444  ___________________________________________________________________
 EW2444  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EW2444  DYNAMIC HT  -         405.770 (meters)    1331.26  (feet)  COMP
 EW2444  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 EW2444
 EW2444  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2444
 EW2444.The horizontal coordinates were scaled from a topographic map and have
 EW2444.an estimated accuracy of +/- 6 seconds.
 EW2444
 EW2444.The orthometric height was determined by differential leveling
 EW2444.and adjusted in September 2004.
 EW2444.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2444.distribution rate of 0.0 thru 1.0 mm/km.
 EW2444.The height was derived from older observations constrained to new
 EW2444.heights in a crustal motion area.  The height is approximate in
 EW2444.relation to other heights in its vicinity.
 EW2444
 EW2444.The geoid height was determined by GEOID03.
 EW2444
 EW2444.The dynamic height is computed by dividing the NAVD 88
 EW2444.geopotential number by the normal gravity value computed on the
 EW2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2444.degrees latitude (g = 980.6199 gals.).
 EW2444
 EW2444.The modeled gravity was interpolated from observed gravity values.
 EW2444
 EW2444;                    North         East    Units  Estimated Accuracy
 EW2444;SPC CA 5     -   584,570.    1,969,840.      MT  (+/- 180 meters Scaled)
 EW2444
 EW2444                          SUPERSEDED SURVEY CONTROL
 EW2444
 EW2444  NGVD 29 (??/??/92)  405.155  (m)         1329.25   (f) ADJ UNCH    1 1
 EW2444
 EW2444.Superseded values are not recommended for survey control.
 EW2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2444.See file dsdata.txt to determine how the superseded data were derived.
 EW2444
 EW2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT777919(NAD 83)
 EW2444_MARKER: S = SPIKE
 EW2444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2444_SP_SET: CURB
 EW2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2444
 EW2444  HISTORY     - Date     Condition        Report By
 EW2444  HISTORY     - UNK      MONUMENTED       CA1980
 EW2444  HISTORY     - 1968     GOOD             CA1980
 EW2444  HISTORY     - 1971     GOOD             CA1980
 EW2444
 EW2444                          STATION DESCRIPTION
 EW2444
 EW2444'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2444'IN LOS ANGELES.
 EW2444'WIRE SPIKE IN THE EAST CURB OF FRANLIE DRIVE, 2 FEET SOUTH OF
 EW2444'THE CURB RETURN SOUTH OF FOOTHILL BOULEVARD.
 EW2444
 EW2444                          STATION RECOVERY (1971)
 EW2444
 EW2444'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2447 ***********************************************************************
 EW2447  DESIGNATION -  02 04046 C OF LA
 EW2447  PID         -  EW2447
 EW2447  STATE/COUNTY-  CA/LOS ANGELES
 EW2447  USGS QUAD   -  SUNLAND (1995)
 EW2447
 EW2447                         *CURRENT SURVEY CONTROL
 EW2447  ___________________________________________________________________
 EW2447* NAD 83(1986)-  34 15 53.     (N)    118 19 57.     (W)     SCALED    
 EW2447* NAVD 88     -       377.640  (meters)    1238.97   (feet)  READJUSTED
 EW2447  ___________________________________________________________________
 EW2447  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EW2447  DYNAMIC HT  -         377.230 (meters)    1237.63  (feet)  COMP
 EW2447  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 EW2447
 EW2447  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2447
 EW2447.The horizontal coordinates were scaled from a topographic map and have
 EW2447.an estimated accuracy of +/- 6 seconds.
 EW2447
 EW2447.The orthometric height was determined by differential leveling
 EW2447.and adjusted in September 2004.
 EW2447.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2447.distribution rate of 1.1 thru 2.0 mm/km.
 EW2447.The height was derived from older observations constrained to new
 EW2447.heights in a crustal motion area.  The height is approximate in
 EW2447.relation to other heights in its vicinity.
 EW2447
 EW2447.The geoid height was determined by GEOID03.
 EW2447
 EW2447.The dynamic height is computed by dividing the NAVD 88
 EW2447.geopotential number by the normal gravity value computed on the
 EW2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2447.degrees latitude (g = 980.6199 gals.).
 EW2447
 EW2447.The modeled gravity was interpolated from observed gravity values.
 EW2447
 EW2447;                    North         East    Units  Estimated Accuracy
 EW2447;SPC CA 5     -   584,880.    1,969,380.      MT  (+/- 180 meters Scaled)
 EW2447
 EW2447                          SUPERSEDED SURVEY CONTROL
 EW2447
 EW2447  NGVD 29 (??/??/92)  376.585  (m)         1235.51   (f) ADJ UNCH    1 1
 EW2447
 EW2447.Superseded values are not recommended for survey control.
 EW2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2447.See file dsdata.txt to determine how the superseded data were derived.
 EW2447
 EW2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773923(NAD 83)
 EW2447_MARKER: S = SPIKE
 EW2447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2447_SP_SET: CURB
 EW2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2447
 EW2447  HISTORY     - Date     Condition        Report By
 EW2447  HISTORY     - UNK      MONUMENTED       CA1980
 EW2447  HISTORY     - 1968     GOOD             CA1980
 EW2447  HISTORY     - 1971     GOOD             CA1980
 EW2447
 EW2447                          STATION DESCRIPTION
 EW2447
 EW2447'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2447'IN LOS ANGELES.
 EW2447'WIRE SPIKE IN THE WEST CURB OF WENTWORTH STREET, 2.2 FEET (NORTH)
 EW2447'OF THE BEGINNING OF CURB RETURN (SOUTH) OF FOOTHILL BOULEVARD.
 EW2447
 EW2447                          STATION RECOVERY (1971)
 EW2447
 EW2447'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2446 ***********************************************************************
 EW2446  DESIGNATION -  02 04048 C OF LA
 EW2446  PID         -  EW2446
 EW2446  STATE/COUNTY-  CA/LOS ANGELES
 EW2446  USGS QUAD   -  SUNLAND (1995)
 EW2446
 EW2446                         *CURRENT SURVEY CONTROL
 EW2446  ___________________________________________________________________
 EW2446* NAD 83(1986)-  34 15 53.     (N)    118 19 57.     (W)     SCALED    
 EW2446* NAVD 88     -       378.403  (meters)    1241.48   (feet)  READJUSTED
 EW2446  ___________________________________________________________________
 EW2446  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EW2446  DYNAMIC HT  -         377.990 (meters)    1240.12  (feet)  COMP
 EW2446  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 EW2446
 EW2446  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2446
 EW2446.The horizontal coordinates were scaled from a topographic map and have
 EW2446.an estimated accuracy of +/- 6 seconds.
 EW2446
 EW2446.The orthometric height was determined by differential leveling
 EW2446.and adjusted in September 2004.
 EW2446.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2446.distribution rate of 1.1 thru 2.0 mm/km.
 EW2446.The height was derived from older observations constrained to new
 EW2446.heights in a crustal motion area.  The height is approximate in
 EW2446.relation to other heights in its vicinity.
 EW2446
 EW2446.The geoid height was determined by GEOID03.
 EW2446
 EW2446.The dynamic height is computed by dividing the NAVD 88
 EW2446.geopotential number by the normal gravity value computed on the
 EW2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2446.degrees latitude (g = 980.6199 gals.).
 EW2446
 EW2446.The modeled gravity was interpolated from observed gravity values.
 EW2446
 EW2446;                    North         East    Units  Estimated Accuracy
 EW2446;SPC CA 5     -   584,880.    1,969,380.      MT  (+/- 180 meters Scaled)
 EW2446
 EW2446                          SUPERSEDED SURVEY CONTROL
 EW2446
 EW2446  NGVD 29 (??/??/92)  377.344  (m)         1238.00   (f) ADJ UNCH    1 1
 EW2446
 EW2446.Superseded values are not recommended for survey control.
 EW2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2446.See file dsdata.txt to determine how the superseded data were derived.
 EW2446
 EW2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773923(NAD 83)
 EW2446_MARKER: DD = SURVEY DISK
 EW2446_SETTING: 0 = UNSPECIFIED SETTING
 EW2446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2446
 EW2446  HISTORY     - Date     Condition        Report By
 EW2446  HISTORY     - UNK      MONUMENTED       CA1980
 EW2446  HISTORY     - 1971     GOOD             CA1980
 EW2446
 EW2446                          STATION DESCRIPTION
 EW2446
 EW2446'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2446'IN SUNLAND.
 EW2446'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2446'FOOTHILL BOULEVARD AND WENTWORTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2449 ***********************************************************************
 EW2449  DESIGNATION -  02 04079 C OF LA
 EW2449  PID         -  EW2449
 EW2449  STATE/COUNTY-  CA/LOS ANGELES
 EW2449  USGS QUAD   -  SUNLAND (1995)
 EW2449
 EW2449                         *CURRENT SURVEY CONTROL
 EW2449  ___________________________________________________________________
 EW2449* NAD 83(1986)-  34 16 25.     (N)    118 20 24.     (W)     SCALED    
 EW2449* NAVD 88     -       367.326  (meters)    1205.14   (feet)  READJUSTED
 EW2449  ___________________________________________________________________
 EW2449  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EW2449  DYNAMIC HT  -         366.920 (meters)    1203.80  (feet)  COMP
 EW2449  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 EW2449
 EW2449  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2449
 EW2449.The horizontal coordinates were scaled from a topographic map and have
 EW2449.an estimated accuracy of +/- 6 seconds.
 EW2449
 EW2449.The orthometric height was determined by differential leveling
 EW2449.and adjusted in September 2004.
 EW2449.The height was derived from older observations constrained to new
 EW2449.heights in a crustal motion area.  The height is approximate in
 EW2449.relation to other heights in its vicinity.
 EW2449
 EW2449.The geoid height was determined by GEOID03.
 EW2449
 EW2449.The dynamic height is computed by dividing the NAVD 88
 EW2449.geopotential number by the normal gravity value computed on the
 EW2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2449.degrees latitude (g = 980.6199 gals.).
 EW2449
 EW2449.The modeled gravity was interpolated from observed gravity values.
 EW2449
 EW2449;                    North         East    Units  Estimated Accuracy
 EW2449;SPC CA 5     -   585,870.    1,968,690.      MT  (+/- 180 meters Scaled)
 EW2449
 EW2449                          SUPERSEDED SURVEY CONTROL
 EW2449
 EW2449  NGVD 29 (??/??/92)  366.267  (m)         1201.66   (f) ADJ UNCH    1 1
 EW2449
 EW2449.Superseded values are not recommended for survey control.
 EW2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2449.See file dsdata.txt to determine how the superseded data were derived.
 EW2449
 EW2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766933(NAD 83)
 EW2449_MARKER: B = BOLT
 EW2449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2449_SP_SET: BRIDGE
 EW2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2449
 EW2449  HISTORY     - Date     Condition        Report By
 EW2449  HISTORY     - UNK      MONUMENTED       CA1980
 EW2449  HISTORY     - 1968     GOOD             CA1980
 EW2449  HISTORY     - 1971     GOOD             CA1980
 EW2449
 EW2449                          STATION DESCRIPTION
 EW2449
 EW2449'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2449'IN LOS ANGELES.
 EW2449'BRASS BOLT OVER THE NORTHWESTERLY ABUTMENT OF THE CONCRETE
 EW2449'BRIDGE IN FOOTHILL BOULEVARD OVER THE NORTHERLY CHANNEL OF
 EW2449'THE BIG TUJUNGA WASH, BETWEEN TUJUNGA VALLEY STREET AND CONOVER
 EW2449'STREET, IN THE CURB OF THE PEDESTRIAN WALKWAY AT THE NORTHEAST
 EW2449'SIDE OF THE ROADWAY OVER THE BRIDGE.
 EW2449
 EW2449                          STATION RECOVERY (1971)
 EW2449
 EW2449'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2450 ***********************************************************************
 EW2450  DESIGNATION -  02 04734 C OF LA
 EW2450  PID         -  EW2450
 EW2450  STATE/COUNTY-  CA/LOS ANGELES
 EW2450  USGS QUAD   -  SUNLAND (1995)
 EW2450
 EW2450                         *CURRENT SURVEY CONTROL
 EW2450  ___________________________________________________________________
 EW2450* NAD 83(1986)-  34 15 59.     (N)    118 20 04.     (W)     SCALED    
 EW2450* NAVD 88     -       366.487  (meters)    1202.38   (feet)  READJUSTED
 EW2450  ___________________________________________________________________
 EW2450  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EW2450  DYNAMIC HT  -         366.090 (meters)    1201.08  (feet)  COMP
 EW2450  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 EW2450
 EW2450  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2450
 EW2450.The horizontal coordinates were scaled from a topographic map and have
 EW2450.an estimated accuracy of +/- 6 seconds.
 EW2450
 EW2450.The orthometric height was determined by differential leveling
 EW2450.and adjusted in September 2004.
 EW2450.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2450.distribution rate of 1.1 thru 2.0 mm/km.
 EW2450.The height was derived from older observations constrained to new
 EW2450.heights in a crustal motion area.  The height is approximate in
 EW2450.relation to other heights in its vicinity.
 EW2450
 EW2450.The geoid height was determined by GEOID03.
 EW2450
 EW2450.The dynamic height is computed by dividing the NAVD 88
 EW2450.geopotential number by the normal gravity value computed on the
 EW2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2450.degrees latitude (g = 980.6199 gals.).
 EW2450
 EW2450.The modeled gravity was interpolated from observed gravity values.
 EW2450
 EW2450;                    North         East    Units  Estimated Accuracy
 EW2450;SPC CA 5     -   585,060.    1,969,200.      MT  (+/- 180 meters Scaled)
 EW2450
 EW2450                          SUPERSEDED SURVEY CONTROL
 EW2450
 EW2450  NGVD 29 (??/??/92)  365.426  (m)         1198.90   (f) ADJ UNCH    1 1
 EW2450
 EW2450.Superseded values are not recommended for survey control.
 EW2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2450.See file dsdata.txt to determine how the superseded data were derived.
 EW2450
 EW2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT771924(NAD 83)
 EW2450_MARKER: S = SPIKE
 EW2450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2450_SP_SET: ABUTMENT
 EW2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2450
 EW2450  HISTORY     - Date     Condition        Report By
 EW2450  HISTORY     - UNK      MONUMENTED       CA1980
 EW2450  HISTORY     - 1971     GOOD             CA1980
 EW2450
 EW2450                          STATION DESCRIPTION
 EW2450
 EW2450'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2450'IN SUNLAND.
 EW2450'WIRE SPIKE IN THE SOUTHEAST ABUTMENT, 0.6 OF A FOOT NORTHEAST OF
 EW2450'THE NORTHEAST RAILING, OF THE CONCRETE BRIDGE IN WENTWORTH
 EW2450'PLACE, OVER THE SOUTHERLY CHANNEL OF THE BIG TUJUNGA CANYON
 EW2450'WASH, 0.15 OF A MILE NORTHWESTERLY FROM WENTWORTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6947 ***********************************************************************
 EW6947  DESIGNATION -  020 02710
 EW6947  PID         -  EW6947
 EW6947  STATE/COUNTY-  CA/LOS ANGELES
 EW6947  USGS QUAD   -  CANOGA PARK (1967)
 EW6947
 EW6947                         *CURRENT SURVEY CONTROL
 EW6947  ___________________________________________________________________
 EW6947* NAD 83(1986)-  34 14 27.     (N)    118 35 39.     (W)     SCALED    
 EW6947* NAVD 88     -       280.454  (meters)     920.12   (feet)  ADJUSTED  
 EW6947  ___________________________________________________________________
 EW6947  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW6947  DYNAMIC HT  -         280.153 (meters)     919.14  (feet)  COMP
 EW6947  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 EW6947
 EW6947  VERT ORDER  -  FIRST     CLASS I
 EW6947
 EW6947.The horizontal coordinates were scaled from a topographic map and have
 EW6947.an estimated accuracy of +/- 6 seconds.
 EW6947
 EW6947.The orthometric height was determined by differential leveling
 EW6947.and adjusted in June 1995.
 EW6947
 EW6947.The geoid height was determined by GEOID03.
 EW6947
 EW6947.The dynamic height is computed by dividing the NAVD 88
 EW6947.geopotential number by the normal gravity value computed on the
 EW6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6947.degrees latitude (g = 980.6199 gals.).
 EW6947
 EW6947.The modeled gravity was interpolated from observed gravity values.
 EW6947
 EW6947;                    North         East    Units  Estimated Accuracy
 EW6947;SPC CA 5     -   582,340.    1,945,270.      MT  (+/- 180 meters Scaled)
 EW6947
 EW6947                          SUPERSEDED SURVEY CONTROL
 EW6947
 EW6947  NAVD 88 (10/28/92)  280.265  (m)          919.50   (f) UNKNOWN     1 1
 EW6947  NGVD 29 (??/??/92)  279.471  (m)          916.90   (f) ADJ UNCH    1 1
 EW6947
 EW6947.Superseded values are not recommended for survey control.
 EW6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6947.See file dsdata.txt to determine how the superseded data were derived.
 EW6947
 EW6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT531900(NAD 83)
 EW6947_MARKER: DD = SURVEY DISK
 EW6947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW6947_SP_SET: BRIDGE ABUTMENT
 EW6947_STAMPING: B.M. 020-02710 1973
 EW6947_MARK LOGO: CA-037
 EW6947_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6947+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW6947
 EW6947  HISTORY     - Date     Condition        Report By
 EW6947  HISTORY     - 1973     MONUMENTED       CA-037
 EW6947  HISTORY     - 1978     GOOD             NGS
 EW6947  HISTORY     - 19890518 GOOD             NGS
 EW6947  HISTORY     - 19940613 GOOD             NGS
 EW6947
 EW6947                          STATION DESCRIPTION
 EW6947
 EW6947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6947'1.2 MI SOUTH FROM CHATSWORTH.
 EW6947'1.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE CROSSING
 EW6947'OF DEVONSHIRE STREET AT CHATSWORTH, 0.3 MILE SOUTH OF A MILE POLE 446,
 EW6947'IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 EW6947'BRIDGE NUMBER 23-69-64 OVER BROWNS CANYON WASH, 5.0 FEET SOUTHWEST OF
 EW6947'THE SOUTHWEST RAIL.
 EW6947
 EW6947                          STATION RECOVERY (1989)
 EW6947
 EW6947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6947'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.70
 EW6947'MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6947'JUNCTION OF LASSEN STREET IN CHATSWORTH.
 EW6947
 EW6947                          STATION RECOVERY (1994)
 EW6947
 EW6947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6947'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW6947'CANOGA PARK, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW6947'(TOPANGA CANYON BOULEVARD) , THENCE 0.6 KM (0.35 MI) EASTERLY ALONG
 EW6947'MARILLO STREET, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG CANOGA AVENUE,
 EW6947'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD,
 EW6947'IN THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING
 EW6947'BROWNS CANYON WASH, 2.4 M (7.9 FT) NORTHWEST OF THE SOUTHEAST END OF
 EW6947'THE ABUTMENT, 1.8 M (5.9 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.2 M
 EW6947'(0.7 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3159 ***********************************************************************
 AB3159  DESIGNATION -  020 08505
 AB3159  PID         -  AB3159
 AB3159  STATE/COUNTY-  CA/LOS ANGELES
 AB3159  USGS QUAD   -  CANOGA PARK (1967)
 AB3159
 AB3159                         *CURRENT SURVEY CONTROL
 AB3159  ___________________________________________________________________
 AB3159* NAD 83(1986)-  34 14 01.     (N)    118 36 08.     (W)     SCALED    
 AB3159* NAVD 88     -       270.556  (meters)     887.65   (feet)  ADJUSTED  
 AB3159  ___________________________________________________________________
 AB3159  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AB3159  DYNAMIC HT  -         270.267 (meters)     886.70  (feet)  COMP
 AB3159  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 AB3159
 AB3159  VERT ORDER  -  THIRD
 AB3159
 AB3159.The horizontal coordinates were scaled from a topographic map and have
 AB3159.an estimated accuracy of +/- 6 seconds.
 AB3159
 AB3159.The orthometric height was determined by differential leveling
 AB3159.and adjusted in November 1996.
 AB3159
 AB3159.The geoid height was determined by GEOID03.
 AB3159
 AB3159.The dynamic height is computed by dividing the NAVD 88
 AB3159.geopotential number by the normal gravity value computed on the
 AB3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3159.degrees latitude (g = 980.6199 gals.).
 AB3159
 AB3159.The modeled gravity was interpolated from observed gravity values.
 AB3159
 AB3159;                    North         East    Units  Estimated Accuracy
 AB3159;SPC CA 5     -   581,540.    1,944,520.      MT  (+/- 180 meters Scaled)
 AB3159
 AB3159                          SUPERSEDED SURVEY CONTROL
 AB3159
 AB3159.No superseded survey control is available for this station.
 AB3159
 AB3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524892(NAD 83)
 AB3159_MARKER: DD = SURVEY DISK
 AB3159_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB3159_SP_SET: BRIDGE HEADWALL
 AB3159_STAMPING: BM 020-08505 1966
 AB3159_MARK LOGO: LACFCD
 AB3159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3159+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AB3159
 AB3159  HISTORY     - Date     Condition        Report By
 AB3159  HISTORY     - 1966     MONUMENTED       LACFCD
 AB3159  HISTORY     - 19941026 GOOD             MWDSC
 AB3159  HISTORY     - 20050629 GOOD             USPSQD
 AB3159
 AB3159                          STATION DESCRIPTION
 AB3159
 AB3159'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3159'CHATSWORTH,NEAR THE INTERSECTION OF OWENSMOUTH AVE AND OSBORNE ST, 36
 AB3159'FEET (11.0 M) WEST OF THE AVE AND 67 FEET (20.4 M) SOUTH OF THE ST, A
 AB3159'STANDARD LACFCD BRASS DISK STAMPED BM 020-08505 1966 SET FLUSH IN THE
 AB3159'SOUTHEASTERLY CORNER OF A CONCRETE BRIDGE HEADWALL FOR SANTA SUSANA
 AB3159'CREEK CONCRETE FLOOD CONTROL CHANNEL.  REFERENCE MWD FB 4301 01 ---.
 AB3159
 AB3159                          STATION RECOVERY (2005)
 AB3159
 AB3159'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3146 ***********************************************************************
 AB3146  DESIGNATION -  020 10600
 AB3146  PID         -  AB3146
 AB3146  STATE/COUNTY-  CA/LOS ANGELES
 AB3146  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3146
 AB3146                         *CURRENT SURVEY CONTROL
 AB3146  ___________________________________________________________________
 AB3146* NAD 83(1986)-  34 15 52.     (N)    118 36 38.     (W)     SCALED    
 AB3146* NAVD 88     -       299.116  (meters)     981.35   (feet)  ADJUSTED  
 AB3146  ___________________________________________________________________
 AB3146  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AB3146  DYNAMIC HT  -         298.793 (meters)     980.29  (feet)  COMP
 AB3146  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 AB3146
 AB3146  VERT ORDER  -  THIRD
 AB3146
 AB3146.The horizontal coordinates were scaled from a topographic map and have
 AB3146.an estimated accuracy of +/- 6 seconds.
 AB3146
 AB3146.The orthometric height was determined by differential leveling
 AB3146.and adjusted in November 1996.
 AB3146
 AB3146.The geoid height was determined by GEOID03.
 AB3146
 AB3146.The dynamic height is computed by dividing the NAVD 88
 AB3146.geopotential number by the normal gravity value computed on the
 AB3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3146.degrees latitude (g = 980.6199 gals.).
 AB3146
 AB3146.The modeled gravity was interpolated from observed gravity values.
 AB3146
 AB3146;                    North         East    Units  Estimated Accuracy
 AB3146;SPC CA 5     -   584,970.    1,943,770.      MT  (+/- 180 meters Scaled)
 AB3146
 AB3146                          SUPERSEDED SURVEY CONTROL
 AB3146
 AB3146.No superseded survey control is available for this station.
 AB3146
 AB3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT517926(NAD 83)
 AB3146_MARKER: DD = SURVEY DISK
 AB3146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3146_SP_SET: RETAINING WALL
 AB3146_STAMPING: BM 020-10600 1974
 AB3146_MARK LOGO: LACFCD
 AB3146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3146+STABILITY: SURFACE MOTION
 AB3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3146+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AB3146
 AB3146  HISTORY     - Date     Condition        Report By
 AB3146  HISTORY     - 1974     MONUMENTED       LACFCD
 AB3146  HISTORY     - 19940927 GOOD             MWDSC
 AB3146
 AB3146                          STATION DESCRIPTION
 AB3146
 AB3146'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3146'CHATSWORTH, NEAR THE INTERSECTION OF CHATSWORTH ST AND SANTA SUSANA
 AB3146'CREEK FLOOD CONTROL CHANNEL AND FARRALONE AVE, 27 FEET (8.2 M) NORTH
 AB3146'OF THE STREET AND 200 FEET (61.0 M) EAST OF THE AVE AND ON THE FLOOD
 AB3146'CONTROL CHANNEL WALL AT THE NORTHWEST CORNER.  A 2-1/4 INCH LACFDC
 AB3146'BRASS DISK STAMPED 020-10600 1974 SET FLUSH IN THE NORTHWEST OF
 AB3146'HEADWALL OF FLOOD CONTROL BRIDGE AND 10 FEET (3.0 M) BACK OF CURB
 AB3146'FACE.  REF MWD FB 4032 01 045.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0929 ***********************************************************************
 DZ0929  DESIGNATION -  020 J 04
 DZ0929  PID         -  DZ0929
 DZ0929  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0929  USGS QUAD   -  TRANQUILLON MTN (1978)
 DZ0929
 DZ0929                         *CURRENT SURVEY CONTROL
 DZ0929  ___________________________________________________________________
 DZ0929* NAD 83(1986)-  34 36 45.     (N)    120 37 00.     (W)     SCALED    
 DZ0929* NAVD 88     -       215.92   (+/-2cm)     708.4    (feet)  VERTCON   
 DZ0929  ___________________________________________________________________
 DZ0929  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DZ0929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DZ0929
 DZ0929.The horizontal coordinates were scaled from a topographic map and have
 DZ0929.an estimated accuracy of +/- 6 seconds.
 DZ0929
 DZ0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0929.The vertical order pertains to the NGVD 29 superseded value.
 DZ0929
 DZ0929.The geoid height was determined by GEOID03.
 DZ0929
 DZ0929;                    North         East    Units  Estimated Accuracy
 DZ0929;SPC CA 5     -   626,530.    1,760,050.      MT  (+/- 180 meters Scaled)
 DZ0929
 DZ0929                          SUPERSEDED SURVEY CONTROL
 DZ0929
 DZ0929  NGVD 29 (??/??/92)  215.145  (m)          705.85   (f) ADJ UNCH    2 0
 DZ0929
 DZ0929.Superseded values are not recommended for survey control.
 DZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0929.See file dsdata.txt to determine how the superseded data were derived.
 DZ0929
 DZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD185326(NAD 83)
 DZ0929_MARKER: DB = BENCH MARK DISK
 DZ0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0929_SP_SET: CONCRETE PAD
 DZ0929_STAMPING: 020J04 1964
 DZ0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0929
 DZ0929  HISTORY     - Date     Condition        Report By
 DZ0929  HISTORY     - 1964     MONUMENTED       CGS
 DZ0929
 DZ0929                          STATION DESCRIPTION
 DZ0929
 DZ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DZ0929'AT POINT ARGUELLO NMF.
 DZ0929'2.1 MILES SOUTH ALONG ARGUELLO ROAD FROM THE ADMINISTRATION
 DZ0929'BUILDING AT THE POINT ARGUELLO NAVAL MISSILE FACILITY, THENCE
 DZ0929'2.65 MILES WEST ALONG BEAR CREEK ROAD, THENCE 3.9 MILES SOUTH
 DZ0929'ALONG COAST ROAD, THENCE 0.6 MILE SOUTH-SOUTHEAST ALONG DELPHY
 DZ0929'ROAD, THENCE 0.7 MILE EAST UP A PAVED ROAD, SET IN A DRILL HOLE
 DZ0929'IN THE CENTER OF A RECTANGLE CONCRETE PAD AND IS 15.2 FEET
 DZ0929'NORTHWEST OF JUNCTION BOX 528.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1692 ***********************************************************************
 AE1692  DESIGNATION -  026 01975
 AE1692  PID         -  AE1692
 AE1692  STATE/COUNTY-  CA/LOS ANGELES
 AE1692  USGS QUAD   -  VAN NUYS (1972)
 AE1692
 AE1692                         *CURRENT SURVEY CONTROL
 AE1692  ___________________________________________________________________
 AE1692* NAD 83(1986)-  34 12 46.     (N)    118 29 54.     (W)     SCALED    
 AE1692* NAVD 88     -       240.551  (meters)     789.21   (feet)  ADJUSTED  
 AE1692  ___________________________________________________________________
 AE1692  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AE1692  DYNAMIC HT  -         240.290 (meters)     788.35  (feet)  COMP
 AE1692  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 AE1692
 AE1692  VERT ORDER  -  FIRST     CLASS II
 AE1692
 AE1692.The horizontal coordinates were scaled from a topographic map and have
 AE1692.an estimated accuracy of +/- 6 seconds.
 AE1692
 AE1692.The orthometric height was determined by differential leveling
 AE1692.and adjusted in October 1997.
 AE1692
 AE1692.The geoid height was determined by GEOID03.
 AE1692
 AE1692.The dynamic height is computed by dividing the NAVD 88
 AE1692.geopotential number by the normal gravity value computed on the
 AE1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1692.degrees latitude (g = 980.6199 gals.).
 AE1692
 AE1692.The modeled gravity was interpolated from observed gravity values.
 AE1692
 AE1692;                    North         East    Units  Estimated Accuracy
 AE1692;SPC CA 5     -   579,180.    1,954,080.      MT  (+/- 180 meters Scaled)
 AE1692
 AE1692                          SUPERSEDED SURVEY CONTROL
 AE1692
 AE1692.No superseded survey control is available for this station.
 AE1692
 AE1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT619867(NAD 83)
 AE1692_MARKER: DB = BENCH MARK DISK
 AE1692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1692_SP_SET: BRIDGE WINGWALL
 AE1692_STAMPING: BM 026-01975
 AE1692_MARK LOGO: LACFCD
 AE1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1692+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 AE1692
 AE1692  HISTORY     - Date     Condition        Report By
 AE1692  HISTORY     - 1967     MONUMENTED       LACFCD
 AE1692  HISTORY     - 19951129 GOOD             MWDSC
 AE1692
 AE1692                          STATION DESCRIPTION
 AE1692
 AE1692'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1692'VAN NUYS, CA.  NEAR THE INTERSECTION OF STAGG ST AND BALBOA BLVD 1100
 AE1692'FEET (335.3 M) EAST OF TO THE BRIDGE CROSSING OVER BULL CREEK CHANNEL
 AE1692'ON STAGG ST, 17 FEET (5.2 M) SOUTH OF THE STREET AT THE NORTH END OF
 AE1692'THE SOUTHWEST WING WALL OF THE BRIDGE.  FOUND A 2 INCH LACFCD BRASS
 AE1692'DISK FLUSH ON TOP OF THE WING WALL AT THE SOUTHWEST CORNER.  REF MWD
 AE1692'FB 4034 01 032 AND TB MAP LACO 531/D3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1795 ***********************************************************************
 DY1795  DESIGNATION -  026 LADPW
 DY1795  PID         -  DY1795
 DY1795  STATE/COUNTY-  CA/LOS ANGELES
 DY1795  USGS QUAD   -  TORRANCE (1981)
 DY1795
 DY1795                         *CURRENT SURVEY CONTROL
 DY1795  ___________________________________________________________________
 DY1795* NAD 83(1986)-  33 47 32.     (N)    118 15 47.     (W)     SCALED    
 DY1795* NAVD 88     -        12.05   (+/-2cm)      39.5    (feet)  VERTCON   
 DY1795  ___________________________________________________________________
 DY1795  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1795  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1795
 DY1795.The horizontal coordinates were scaled from a topographic map and have
 DY1795.an estimated accuracy of +/- 6 seconds.
 DY1795
 DY1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1795.The vertical order pertains to the NGVD 29 superseded value.
 DY1795
 DY1795.The geoid height was determined by GEOID03.
 DY1795
 DY1795;                    North         East    Units  Estimated Accuracy
 DY1795;SPC CA 5     -   532,450.    1,975,640.      MT  (+/- 180 meters Scaled)
 DY1795
 DY1795                          SUPERSEDED SURVEY CONTROL
 DY1795
 DY1795  NGVD 29 (??/??/92)   11.26   (m)           36.9    (f) COMPUTED    1 1
 DY1795
 DY1795.Superseded values are not recommended for survey control.
 DY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1795.See file dsdata.txt to determine how the superseded data were derived.
 DY1795
 DY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830398(NAD 83)
 DY1795_MARKER: DD = SURVEY DISK
 DY1795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1795_SP_SET: STEP
 DY1795_STAMPING: .026 40
 DY1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1795
 DY1795  HISTORY     - Date     Condition        Report By
 DY1795  HISTORY     - UNK      MONUMENTED       CA1980
 DY1795  HISTORY     - 1941     GOOD             NGS
 DY1795  HISTORY     - 1945     GOOD             CA1980
 DY1795
 DY1795                          STATION DESCRIPTION
 DY1795
 DY1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY1795'AT WILMINGTON.
 DY1795'BENCH MARK IS AT THE PHINEAS BANNING HIGH SCHOOL WHICH IS JUST
 DY1795'NORTH OF INTERSECTION OF AVALON BOULEVARD AND U.S. HIGHWAY 101
 DY1795'A, SET HORIZONTALLY IN THE SOUTH END OF THE LOWER STEP AT THE
 DY1795'MAIN (WEST) ENTRANCE, SET IN DRILL HOLE.
 DY1795
 DY1795                          STATION RECOVERY (1945)
 DY1795
 DY1795'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1945
 DY1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1054 ***********************************************************************
 DY1054  DESIGNATION -  027
 DY1054  PID         -  DY1054
 DY1054  STATE/COUNTY-  CA/LOS ANGELES
 DY1054  USGS QUAD   -  SAN PEDRO (1981)
 DY1054
 DY1054                         *CURRENT SURVEY CONTROL
 DY1054  ___________________________________________________________________
 DY1054* NAD 83(1986)-  33 44 15.     (N)    118 16 51.     (W)     SCALED    
 DY1054* NAVD 88     -         9.361  (meters)      30.71   (feet)  ADJUSTED  
 DY1054  ___________________________________________________________________
 DY1054  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1054  DYNAMIC HT  -           9.352 (meters)      30.68  (feet)  COMP
 DY1054  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 DY1054
 DY1054  VERT ORDER  -  FIRST     CLASS I
 DY1054
 DY1054.The horizontal coordinates were scaled from a topographic map and have
 DY1054.an estimated accuracy of +/- 6 seconds.
 DY1054
 DY1054.The orthometric height was determined by differential leveling
 DY1054.and adjusted in June 1995.
 DY1054
 DY1054.The geoid height was determined by GEOID03.
 DY1054
 DY1054.The dynamic height is computed by dividing the NAVD 88
 DY1054.geopotential number by the normal gravity value computed on the
 DY1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1054.degrees latitude (g = 980.6199 gals.).
 DY1054
 DY1054.The modeled gravity was interpolated from observed gravity values.
 DY1054
 DY1054;                    North         East    Units  Estimated Accuracy
 DY1054;SPC CA 5     -   526,380.    1,973,970.      MT  (+/- 180 meters Scaled)
 DY1054
 DY1054                          SUPERSEDED SURVEY CONTROL
 DY1054
 DY1054  NAVD 88 (06/15/91)    9.361  (m)           30.71   (f) UNKNOWN     1 1
 DY1054  NGVD 29 (??/??/92)    8.61   (m)           28.2    (f) COMPUTED    1 1
 DY1054
 DY1054.Superseded values are not recommended for survey control.
 DY1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1054.See file dsdata.txt to determine how the superseded data were derived.
 DY1054
 DY1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813337(NAD 83)
 DY1054_MARKER: DB = BENCH MARK DISK
 DY1054_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1054_SP_SET: STEP
 DY1054_STAMPING: 29 027
 DY1054_MARK LOGO: CA1980
 DY1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1054+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 DY1054
 DY1054  HISTORY     - Date     Condition        Report By
 DY1054  HISTORY     - UNK      MONUMENTED       CA1980
 DY1054  HISTORY     - 1960     GOOD             NGS
 DY1054  HISTORY     - 1964     GOOD             NGS
 DY1054  HISTORY     - 19890327 GOOD             NGS
 DY1054  HISTORY     - 19940721 GOOD             NGS
 DY1054  HISTORY     - 20090117 GOOD             GEOCAC
 DY1054
 DY1054                          STATION DESCRIPTION
 DY1054
 DY1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1054'AT SAN PEDRO.
 DY1054'AT LOS ANGELES OUTER HARBOR ALONG BEACON STREET BETWEEN 7TH
 DY1054'STREET AND WALL STREET AT THE WEST (MAIN) ENTRANCE TO THE CITY
 DY1054'HALL, IN THE TOP OF THE GRANITE SILL OF THE ARCH AT THE BOTTOM
 DY1054'OF THE STEPS, 2.7 FEET WEST OF THE BOTTOM STEP, 1/2 FOOT SOUTHEAST
 DY1054'OF THE NORTHWEST CORNER OF THE SILL AND ABOUT 1/2 FOOT ABOVE
 DY1054'THE LEVEL OF THE SIDEWALK.
 DY1054
 DY1054                          STATION RECOVERY (1964)
 DY1054
 DY1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY1054'RECOVERED IN GOOD CONDITION.
 DY1054
 DY1054                          STATION RECOVERY (1989)
 DY1054
 DY1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1054'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--23.7
 DY1054'M (77.8 FT) NORTH OF THE NORTH CURB OF 7TH STREET.
 DY1054
 DY1054                          STATION RECOVERY (1994)
 DY1054
 DY1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1054'IN SAN PEDRO, AT THE INTERSECTION OF BEACON AND 7TH STREETS, NEAR THE
 DY1054'NORTH END OF THE BOTTOM GRANITE STEP OF THE WEST ENTRANCE OF THE SAN
 DY1054'PEDRO MUNICIPAL BUILDING, 32.9 M (107.9 FT) NORTH OF THE CENTERLINE OF
 DY1054'7TH STREET, 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF BEACON STREET,
 DY1054'1.2 M (3.9 FT) NORTH OF THE CENTER OF THE ENTRANCE DOOR, AND 0.3 M
 DY1054'(1.0 FT) ABOVE THE LEVEL OF BEACON STREET.
 DY1054
 DY1054                          STATION RECOVERY (2009)
 DY1054
 DY1054'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DY1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1069 ***********************************************************************
 DY1069  DESIGNATION -  028 LADPW
 DY1069  PID         -  DY1069
 DY1069  STATE/COUNTY-  CA/LOS ANGELES
 DY1069  USGS QUAD   -  SAN PEDRO (1981)
 DY1069
 DY1069                         *CURRENT SURVEY CONTROL
 DY1069  ___________________________________________________________________
 DY1069* NAD 83(1986)-  33 43 49.     (N)    118 17 41.     (W)     SCALED    
 DY1069* NAVD 88     -        34.03   (+/-2cm)     111.6    (feet)  VERTCON   
 DY1069  ___________________________________________________________________
 DY1069  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1069  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1069
 DY1069.The horizontal coordinates were scaled from a topographic map and have
 DY1069.an estimated accuracy of +/- 6 seconds.
 DY1069
 DY1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1069.The vertical order pertains to the NGVD 29 superseded value.
 DY1069
 DY1069.The geoid height was determined by GEOID03.
 DY1069
 DY1069;                    North         East    Units  Estimated Accuracy
 DY1069;SPC CA 5     -   525,580.    1,972,680.      MT  (+/- 180 meters Scaled)
 DY1069
 DY1069                          SUPERSEDED SURVEY CONTROL
 DY1069
 DY1069  NGVD 29 (??/??/92)   33.28   (m)          109.2    (f) COMPUTED    1 2
 DY1069
 DY1069.Superseded values are not recommended for survey control.
 DY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1069.See file dsdata.txt to determine how the superseded data were derived.
 DY1069
 DY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT800330(NAD 83)
 DY1069_MARKER: DD = SURVEY DISK
 DY1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1069_SP_SET: STEP
 DY1069_STAMPING: 028 109
 DY1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1069
 DY1069  HISTORY     - Date     Condition        Report By
 DY1069  HISTORY     - UNK      MONUMENTED       CA1980
 DY1069  HISTORY     - 1945     GOOD             NGS
 DY1069
 DY1069                          STATION DESCRIPTION
 DY1069
 DY1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1069'AT SAN PEDRO.
 DY1069'AT RICHARD HENRY DANA JUNIOR HIGH SCHOOL AT 1500 SOUTH CABRILLO
 DY1069'AVENUE, AT THE MAIN ENTRANCE, AND IN THE NORTH END OF THE FIRST
 DY1069'STEP.  A LOS ANGELES DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 DY1069'STAMPED .028 109.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1070 ***********************************************************************
 DY1070  DESIGNATION -  029 LADPW
 DY1070  PID         -  DY1070
 DY1070  STATE/COUNTY-  CA/LOS ANGELES
 DY1070  USGS QUAD   -  SAN PEDRO (1981)
 DY1070
 DY1070                         *CURRENT SURVEY CONTROL
 DY1070  ___________________________________________________________________
 DY1070* NAD 83(1986)-  33 43 58.     (N)    118 17 32.     (W)     SCALED    
 DY1070* NAVD 88     -        35.15   (+/-2cm)     115.3    (feet)  VERTCON   
 DY1070  ___________________________________________________________________
 DY1070  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1070  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1070
 DY1070.The horizontal coordinates were scaled from a topographic map and have
 DY1070.an estimated accuracy of +/- 6 seconds.
 DY1070
 DY1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1070.The vertical order pertains to the NGVD 29 superseded value.
 DY1070
 DY1070.The geoid height was determined by GEOID03.
 DY1070
 DY1070;                    North         East    Units  Estimated Accuracy
 DY1070;SPC CA 5     -   525,860.    1,972,920.      MT  (+/- 180 meters Scaled)
 DY1070
 DY1070                          SUPERSEDED SURVEY CONTROL
 DY1070
 DY1070  NGVD 29 (??/??/92)   34.404  (m)          112.87   (f) ADJ UNCH    1 2
 DY1070
 DY1070.Superseded values are not recommended for survey control.
 DY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1070.See file dsdata.txt to determine how the superseded data were derived.
 DY1070
 DY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT802332(NAD 83)
 DY1070_MARKER: DD = SURVEY DISK
 DY1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1070_SP_SET: STEP
 DY1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1070
 DY1070  HISTORY     - Date     Condition        Report By
 DY1070  HISTORY     - UNK      MONUMENTED       CA1980
 DY1070  HISTORY     - 1931     GOOD             NGS
 DY1070  HISTORY     - 1934     GOOD             NGS
 DY1070
 DY1070                          STATION DESCRIPTION
 DY1070
 DY1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DY1070'AT SAN PEDRO.
 DY1070'SAN PEDRO HIGH SCHOOL 1221 SOUTH GAFFEY ST. GAFFEY ST ENTRANCE,
 DY1070'NORTH END OF LOWER STEP.
 DY1070
 DY1070                          STATION RECOVERY (1934)
 DY1070
 DY1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DY1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2453 ***********************************************************************
 EW2453  DESIGNATION -  03 00025 C OF LA
 EW2453  PID         -  EW2453
 EW2453  STATE/COUNTY-  CA/LOS ANGELES
 EW2453  USGS QUAD   -  SUNLAND (1995)
 EW2453
 EW2453                         *CURRENT SURVEY CONTROL
 EW2453  ___________________________________________________________________
 EW2453* NAD 83(1986)-  34 16 21.     (N)    118 20 54.     (W)     SCALED    
 EW2453* NAVD 88     -       351.901  (meters)    1154.53   (feet)  READJUSTED
 EW2453  ___________________________________________________________________
 EW2453  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EW2453  DYNAMIC HT  -         351.520 (meters)    1153.28  (feet)  COMP
 EW2453  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 EW2453
 EW2453  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2453
 EW2453.The horizontal coordinates were scaled from a topographic map and have
 EW2453.an estimated accuracy of +/- 6 seconds.
 EW2453
 EW2453.The orthometric height was determined by differential leveling
 EW2453.and adjusted in September 2004.
 EW2453.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2453.distribution rate of 1.1 thru 2.0 mm/km.
 EW2453.The height was derived from older observations constrained to new
 EW2453.heights in a crustal motion area.  The height is approximate in
 EW2453.relation to other heights in its vicinity.
 EW2453
 EW2453.The geoid height was determined by GEOID03.
 EW2453
 EW2453.The dynamic height is computed by dividing the NAVD 88
 EW2453.geopotential number by the normal gravity value computed on the
 EW2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2453.degrees latitude (g = 980.6199 gals.).
 EW2453
 EW2453.The modeled gravity was interpolated from observed gravity values.
 EW2453
 EW2453;                    North         East    Units  Estimated Accuracy
 EW2453;SPC CA 5     -   585,750.    1,967,920.      MT  (+/- 180 meters Scaled)
 EW2453
 EW2453                          SUPERSEDED SURVEY CONTROL
 EW2453
 EW2453  NGVD 29 (??/??/92)  350.844  (m)         1151.06   (f) ADJ UNCH    1 1
 EW2453
 EW2453.Superseded values are not recommended for survey control.
 EW2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2453.See file dsdata.txt to determine how the superseded data were derived.
 EW2453
 EW2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758931(NAD 83)
 EW2453_MARKER: S = SPIKE
 EW2453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2453_SP_SET: CURB
 EW2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2453
 EW2453  HISTORY     - Date     Condition        Report By
 EW2453  HISTORY     - UNK      MONUMENTED       CA1980
 EW2453  HISTORY     - 1968     GOOD             CA1980
 EW2453  HISTORY     - 1971     GOOD             CA1980
 EW2453
 EW2453                          STATION DESCRIPTION
 EW2453
 EW2453'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2453'IN LOS ANGELES.
 EW2453'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 4 FEET WEST
 EW2453'OF THE BEGINNING OF CURB RETURN WEST OF ESKO AVENUE.
 EW2453
 EW2453                          STATION RECOVERY (1971)
 EW2453
 EW2453'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2456 ***********************************************************************
 EW2456  DESIGNATION -  03 00060 C OF LA
 EW2456  PID         -  EW2456
 EW2456  STATE/COUNTY-  CA/LOS ANGELES
 EW2456  USGS QUAD   -  SUNLAND (1995)
 EW2456
 EW2456                         *CURRENT SURVEY CONTROL
 EW2456  ___________________________________________________________________
 EW2456* NAD 83(1986)-  34 16 22.     (N)    118 21 09.     (W)     SCALED    
 EW2456* NAVD 88     -       352.059  (meters)    1155.05   (feet)  READJUSTED
 EW2456  ___________________________________________________________________
 EW2456  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EW2456  DYNAMIC HT  -         351.680 (meters)    1153.80  (feet)  COMP
 EW2456  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 EW2456
 EW2456  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2456
 EW2456.The horizontal coordinates were scaled from a topographic map and have
 EW2456.an estimated accuracy of +/- 6 seconds.
 EW2456
 EW2456.The orthometric height was determined by differential leveling
 EW2456.and adjusted in September 2004.
 EW2456.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2456.distribution rate of 0.0 thru 1.0 mm/km.
 EW2456.The height was derived from older observations constrained to new
 EW2456.heights in a crustal motion area.  The height is approximate in
 EW2456.relation to other heights in its vicinity.
 EW2456
 EW2456.The geoid height was determined by GEOID03.
 EW2456
 EW2456.The dynamic height is computed by dividing the NAVD 88
 EW2456.geopotential number by the normal gravity value computed on the
 EW2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2456.degrees latitude (g = 980.6199 gals.).
 EW2456
 EW2456.The modeled gravity was interpolated from observed gravity values.
 EW2456
 EW2456;                    North         East    Units  Estimated Accuracy
 EW2456;SPC CA 5     -   585,780.    1,967,540.      MT  (+/- 180 meters Scaled)
 EW2456
 EW2456                          SUPERSEDED SURVEY CONTROL
 EW2456
 EW2456  NGVD 29 (??/??/92)  351.006  (m)         1151.59   (f) ADJ UNCH    1 1
 EW2456
 EW2456.Superseded values are not recommended for survey control.
 EW2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2456.See file dsdata.txt to determine how the superseded data were derived.
 EW2456
 EW2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT754932(NAD 83)
 EW2456_MARKER: S = SPIKE
 EW2456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2456_SP_SET: CULVERT
 EW2456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2456
 EW2456  HISTORY     - Date     Condition        Report By
 EW2456  HISTORY     - UNK      MONUMENTED       CA1980
 EW2456  HISTORY     - 1968     GOOD             CA1980
 EW2456  HISTORY     - 1971     GOOD             CA1980
 EW2456
 EW2456                          STATION DESCRIPTION
 EW2456
 EW2456'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2456'IN LOS ANGELES.
 EW2456'WIRE SPIKE IN THE TOP OF A CULVERT HEADWALL, 3.5 FEET EAST OF
 EW2456'THE WEST END, AT THE NORTH SIDE OF FOOTHILL BOULEVARD AND THE
 EW2456'EAST SIDE OF WHEATLAND AVENUE.
 EW2456
 EW2456                          STATION RECOVERY (1971)
 EW2456
 EW2456'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2458 ***********************************************************************
 EW2458  DESIGNATION -  03 00113 C OF LA
 EW2458  PID         -  EW2458
 EW2458  STATE/COUNTY-  CA/LOS ANGELES
 EW2458  USGS QUAD   -  SUNLAND (1995)
 EW2458
 EW2458                         *CURRENT SURVEY CONTROL
 EW2458  ___________________________________________________________________
 EW2458* NAD 83(1986)-  34 16 25.     (N)    118 21 31.     (W)     SCALED    
 EW2458* NAVD 88     -       347.36   (+/-2cm)    1139.6    (feet)  VERTCON   
 EW2458  ___________________________________________________________________
 EW2458  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EW2458  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2458
 EW2458.The horizontal coordinates were scaled from a topographic map and have
 EW2458.an estimated accuracy of +/- 6 seconds.
 EW2458
 EW2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2458.The vertical order pertains to the NGVD 29 superseded value.
 EW2458
 EW2458.The geoid height was determined by GEOID03.
 EW2458
 EW2458;                    North         East    Units  Estimated Accuracy
 EW2458;SPC CA 5     -   585,870.    1,966,980.      MT  (+/- 180 meters Scaled)
 EW2458
 EW2458                          SUPERSEDED SURVEY CONTROL
 EW2458
 EW2458  NGVD 29 (??/??/92)  346.552  (m)         1136.98   (f) ADJ UNCH    1 1
 EW2458
 EW2458.Superseded values are not recommended for survey control.
 EW2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2458.See file dsdata.txt to determine how the superseded data were derived.
 EW2458
 EW2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749933(NAD 83)
 EW2458_MARKER: S = SPIKE
 EW2458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2458_SP_SET: CULVERT
 EW2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2458
 EW2458  HISTORY     - Date     Condition        Report By
 EW2458  HISTORY     - UNK      MONUMENTED       CA1980
 EW2458  HISTORY     - 1968     GOOD             CA1980
 EW2458
 EW2458                          STATION DESCRIPTION
 EW2458
 EW2458'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2458'IN LOS ANGELES.
 EW2458'WIRE SPIKE IN THE TOP OF THE HEADWALL, AT THE CENTER, OF A
 EW2458'CONCRETE CULVERT INLET STRUCTURE, 50 FEET NORTH OF THE CENTER
 EW2458'LINE OF FOOTHILL BOULEVARD, 15 FEET EAST OF THE CENTER LINE
 EW2458'OF CHRISTY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2454 ***********************************************************************
 EW2454  DESIGNATION -  03 00114 C OF LA
 EW2454  PID         -  EW2454
 EW2454  STATE/COUNTY-  CA/LOS ANGELES
 EW2454  USGS QUAD   -  SUNLAND (1995)
 EW2454
 EW2454                         *CURRENT SURVEY CONTROL
 EW2454  ___________________________________________________________________
 EW2454* NAD 83(1986)-  34 16 27.     (N)    118 21 31.     (W)     SCALED    
 EW2454* NAVD 88     -       347.062  (meters)    1138.65   (feet)  READJUSTED
 EW2454  ___________________________________________________________________
 EW2454  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EW2454  DYNAMIC HT  -         346.680 (meters)    1137.40  (feet)  COMP
 EW2454  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 EW2454
 EW2454  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2454
 EW2454.The horizontal coordinates were scaled from a topographic map and have
 EW2454.an estimated accuracy of +/- 6 seconds.
 EW2454
 EW2454.The orthometric height was determined by differential leveling
 EW2454.and adjusted in September 2004.
 EW2454.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2454.distribution rate of 1.1 thru 2.0 mm/km.
 EW2454.The height was derived from older observations constrained to new
 EW2454.heights in a crustal motion area.  The height is approximate in
 EW2454.relation to other heights in its vicinity.
 EW2454
 EW2454.The geoid height was determined by GEOID03.
 EW2454
 EW2454.The dynamic height is computed by dividing the NAVD 88
 EW2454.geopotential number by the normal gravity value computed on the
 EW2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2454.degrees latitude (g = 980.6199 gals.).
 EW2454
 EW2454.The modeled gravity was interpolated from observed gravity values.
 EW2454
 EW2454;                    North         East    Units  Estimated Accuracy
 EW2454;SPC CA 5     -   585,930.    1,966,980.      MT  (+/- 180 meters Scaled)
 EW2454
 EW2454                          SUPERSEDED SURVEY CONTROL
 EW2454
 EW2454  NGVD 29 (??/??/92)  346.007  (m)         1135.19   (f) ADJ UNCH    1 1
 EW2454
 EW2454.Superseded values are not recommended for survey control.
 EW2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2454.See file dsdata.txt to determine how the superseded data were derived.
 EW2454
 EW2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749933(NAD 83)
 EW2454_MARKER: S = SPIKE
 EW2454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2454_SP_SET: CURB
 EW2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2454
 EW2454  HISTORY     - Date     Condition        Report By
 EW2454  HISTORY     - UNK      MONUMENTED       CA1980
 EW2454  HISTORY     - 1971     GOOD             CA1980
 EW2454
 EW2454                          STATION DESCRIPTION
 EW2454
 EW2454'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2454'IN LOS ANGELES.
 EW2454'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 50 FEET
 EW2454'EAST OF THE CENTER LINE OF CHRISTY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2464 ***********************************************************************
 EW2464  DESIGNATION -  03 00160 C OF LA
 EW2464  PID         -  EW2464
 EW2464  STATE/COUNTY-  CA/LOS ANGELES
 EW2464  USGS QUAD   -  SUNLAND (1995)
 EW2464
 EW2464                         *CURRENT SURVEY CONTROL
 EW2464  ___________________________________________________________________
 EW2464* NAD 83(1986)-  34 16 28.     (N)    118 21 48.     (W)     SCALED    
 EW2464* NAVD 88     -       339.786  (meters)    1114.78   (feet)  READJUSTED
 EW2464  ___________________________________________________________________
 EW2464  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EW2464  DYNAMIC HT  -         339.420 (meters)    1113.58  (feet)  COMP
 EW2464  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 EW2464
 EW2464  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2464
 EW2464.The horizontal coordinates were scaled from a topographic map and have
 EW2464.an estimated accuracy of +/- 6 seconds.
 EW2464
 EW2464.The orthometric height was determined by differential leveling
 EW2464.and adjusted in September 2004.
 EW2464.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2464.distribution rate of 1.1 thru 2.0 mm/km.
 EW2464.The height was derived from older observations constrained to new
 EW2464.heights in a crustal motion area.  The height is approximate in
 EW2464.relation to other heights in its vicinity.
 EW2464
 EW2464.The geoid height was determined by GEOID03.
 EW2464
 EW2464.The dynamic height is computed by dividing the NAVD 88
 EW2464.geopotential number by the normal gravity value computed on the
 EW2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2464.degrees latitude (g = 980.6199 gals.).
 EW2464
 EW2464.The modeled gravity was interpolated from observed gravity values.
 EW2464
 EW2464;                    North         East    Units  Estimated Accuracy
 EW2464;SPC CA 5     -   585,970.    1,966,540.      MT  (+/- 180 meters Scaled)
 EW2464
 EW2464                          SUPERSEDED SURVEY CONTROL
 EW2464
 EW2464  NGVD 29 (??/??/92)  338.732  (m)         1111.32   (f) ADJ UNCH    1 1
 EW2464
 EW2464.Superseded values are not recommended for survey control.
 EW2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2464.See file dsdata.txt to determine how the superseded data were derived.
 EW2464
 EW2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745934(NAD 83)
 EW2464_MARKER: S = SPIKE
 EW2464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2464_SP_SET: CURB
 EW2464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2464
 EW2464  HISTORY     - Date     Condition        Report By
 EW2464  HISTORY     - UNK      MONUMENTED       CA1980
 EW2464  HISTORY     - 1968     GOOD             CA1980
 EW2464  HISTORY     - 1971     GOOD             CA1980
 EW2464
 EW2464                          STATION DESCRIPTION
 EW2464
 EW2464'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2464'IN LOS ANGELES.
 EW2464'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 4 FEET
 EW2464'EAST OF THE BEGINNING OF CURB RETURN EAST OF BRAINARD AVENUE.
 EW2464
 EW2464                          STATION RECOVERY (1971)
 EW2464
 EW2464'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2461 ***********************************************************************
 EW2461  DESIGNATION -  03 00238 C OF LA
 EW2461  PID         -  EW2461
 EW2461  STATE/COUNTY-  CA/LOS ANGELES
 EW2461  USGS QUAD   -  SUNLAND (1995)
 EW2461
 EW2461                         *CURRENT SURVEY CONTROL
 EW2461  ___________________________________________________________________
 EW2461* NAD 83(1986)-  34 16 28.     (N)    118 22 21.     (W)     SCALED    
 EW2461* NAVD 88     -       330.512  (meters)    1084.35   (feet)  READJUSTED
 EW2461  ___________________________________________________________________
 EW2461  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EW2461  DYNAMIC HT  -         330.150 (meters)    1083.17  (feet)  COMP
 EW2461  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 EW2461
 EW2461  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2461
 EW2461.The horizontal coordinates were scaled from a topographic map and have
 EW2461.an estimated accuracy of +/- 6 seconds.
 EW2461
 EW2461.The orthometric height was determined by differential leveling
 EW2461.and adjusted in September 2004.
 EW2461.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2461.distribution rate of 1.1 thru 2.0 mm/km.
 EW2461.The height was derived from older observations constrained to new
 EW2461.heights in a crustal motion area.  The height is approximate in
 EW2461.relation to other heights in its vicinity.
 EW2461
 EW2461.The geoid height was determined by GEOID03.
 EW2461
 EW2461.The dynamic height is computed by dividing the NAVD 88
 EW2461.geopotential number by the normal gravity value computed on the
 EW2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2461.degrees latitude (g = 980.6199 gals.).
 EW2461
 EW2461.The modeled gravity was interpolated from observed gravity values.
 EW2461
 EW2461;                    North         East    Units  Estimated Accuracy
 EW2461;SPC CA 5     -   585,970.    1,965,700.      MT  (+/- 180 meters Scaled)
 EW2461
 EW2461                          SUPERSEDED SURVEY CONTROL
 EW2461
 EW2461  NGVD 29 (??/??/92)  329.457  (m)         1080.89   (f) ADJ UNCH    1 1
 EW2461
 EW2461.Superseded values are not recommended for survey control.
 EW2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2461.See file dsdata.txt to determine how the superseded data were derived.
 EW2461
 EW2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736934(NAD 83)
 EW2461_MARKER: DD = SURVEY DISK
 EW2461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2461_SP_SET: BRIDGE WALK
 EW2461_STAMPING: PBM 03-00238 19O8
 EW2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2461
 EW2461  HISTORY     - Date     Condition        Report By
 EW2461  HISTORY     - 1968     MONUMENTED       CA1980
 EW2461  HISTORY     - 1971     GOOD             CA1980
 EW2461
 EW2461                          STATION DESCRIPTION
 EW2461
 EW2461'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2461'IN LOS ANGELES.
 EW2461'STANDARD SURVEY DISC MONUMENT, STAMPED PBM 03-00238, IN THE
 EW2461'NORTHERLY PEDESTRIAN WALK OF THE CALIFORNIA DIVISION OF HIGHWAYS
 EW2461'BRIDGE NO. H53-16, 2 FEET WEST OF EAST END, OVER THE LITTLE
 EW2461'TUJUNGA CANYON CHANNEL, IN FOOTHILL BOULEVARD, 5 FEET NORTH
 EW2461'OF NORTH CURB LINE, 250 FEET EAST OF CLYBOURN AVENUE.
 EW2461
 EW2461                          STATION RECOVERY (1971)
 EW2461
 EW2461'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2462 ***********************************************************************
 EW2462  DESIGNATION -  03 00244 C OF LA
 EW2462  PID         -  EW2462
 EW2462  STATE/COUNTY-  CA/LOS ANGELES
 EW2462  USGS QUAD   -  SUNLAND (1995)
 EW2462
 EW2462                         *CURRENT SURVEY CONTROL
 EW2462  ___________________________________________________________________
 EW2462* NAD 83(1986)-  34 16 27.     (N)    118 22 24.     (W)     SCALED    
 EW2462* NAVD 88     -       329.809  (meters)    1082.05   (feet)  READJUSTED
 EW2462  ___________________________________________________________________
 EW2462  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 EW2462  DYNAMIC HT  -         329.450 (meters)    1080.87  (feet)  COMP
 EW2462  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 EW2462
 EW2462  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2462
 EW2462.The horizontal coordinates were scaled from a topographic map and have
 EW2462.an estimated accuracy of +/- 6 seconds.
 EW2462
 EW2462.The orthometric height was determined by differential leveling
 EW2462.and adjusted in September 2004.
 EW2462.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2462.distribution rate of 1.1 thru 2.0 mm/km.
 EW2462.The height was derived from older observations constrained to new
 EW2462.heights in a crustal motion area.  The height is approximate in
 EW2462.relation to other heights in its vicinity.
 EW2462
 EW2462.The geoid height was determined by GEOID03.
 EW2462
 EW2462.The dynamic height is computed by dividing the NAVD 88
 EW2462.geopotential number by the normal gravity value computed on the
 EW2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2462.degrees latitude (g = 980.6199 gals.).
 EW2462
 EW2462.The modeled gravity was interpolated from observed gravity values.
 EW2462
 EW2462;                    North         East    Units  Estimated Accuracy
 EW2462;SPC CA 5     -   585,940.    1,965,620.      MT  (+/- 180 meters Scaled)
 EW2462
 EW2462                          SUPERSEDED SURVEY CONTROL
 EW2462
 EW2462  NGVD 29 (??/??/92)  328.755  (m)         1078.59   (f) ADJ UNCH    1 1
 EW2462
 EW2462.Superseded values are not recommended for survey control.
 EW2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2462.See file dsdata.txt to determine how the superseded data were derived.
 EW2462
 EW2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT735934(NAD 83)
 EW2462_MARKER: Z = SEE DESCRIPTION
 EW2462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2462_SP_SET: CURB
 EW2462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2462
 EW2462  HISTORY     - Date     Condition        Report By
 EW2462  HISTORY     - UNK      MONUMENTED       CA1980
 EW2462  HISTORY     - 1968     GOOD             CA1980
 EW2462  HISTORY     - 1971     GOOD             CA1980
 EW2462
 EW2462                          STATION DESCRIPTION
 EW2462
 EW2462'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2462'IN LOS ANGELES.
 EW2462'STEEL PIN IN LEAD, IN THE EAST CURB, 2 FEET NORTH OF ITS SOUTH
 EW2462'END, OF CLYCOURN AVENUE, 72 FEET NORTH OF THE CENTER LINE OF
 EW2462'FOOTHILL BOULEVARD.
 EW2462
 EW2462                          STATION RECOVERY (1971)
 EW2462
 EW2462'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2555 ***********************************************************************
 EW2555  DESIGNATION -  03 00391 C OF LA
 EW2555  PID         -  EW2555
 EW2555  STATE/COUNTY-  CA/LOS ANGELES
 EW2555  USGS QUAD   -  SAN FERNANDO (1988)
 EW2555
 EW2555                         *CURRENT SURVEY CONTROL
 EW2555  ___________________________________________________________________
 EW2555* NAD 83(1986)-  34 16 25.     (N)    118 23 39.     (W)     SCALED    
 EW2555* NAVD 88     -       334.008  (meters)    1095.82   (feet)  READJUSTED
 EW2555  ___________________________________________________________________
 EW2555  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2555  DYNAMIC HT  -         333.640 (meters)    1094.62  (feet)  COMP
 EW2555  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 EW2555
 EW2555  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2555
 EW2555.The horizontal coordinates were scaled from a topographic map and have
 EW2555.an estimated accuracy of +/- 6 seconds.
 EW2555
 EW2555.The orthometric height was determined by differential leveling
 EW2555.and adjusted in September 2004.
 EW2555.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2555.distribution rate of 1.1 thru 2.0 mm/km.
 EW2555.The height was derived from older observations constrained to new
 EW2555.heights in a crustal motion area.  The height is approximate in
 EW2555.relation to other heights in its vicinity.
 EW2555
 EW2555.The geoid height was determined by GEOID03.
 EW2555
 EW2555.The dynamic height is computed by dividing the NAVD 88
 EW2555.geopotential number by the normal gravity value computed on the
 EW2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2555.degrees latitude (g = 980.6199 gals.).
 EW2555
 EW2555.The modeled gravity was interpolated from observed gravity values.
 EW2555
 EW2555;                    North         East    Units  Estimated Accuracy
 EW2555;SPC CA 5     -   585,880.    1,963,700.      MT  (+/- 180 meters Scaled)
 EW2555
 EW2555                          SUPERSEDED SURVEY CONTROL
 EW2555
 EW2555  NGVD 29 (??/??/92)  332.945  (m)         1092.34   (f) ADJ UNCH    1 1
 EW2555
 EW2555.Superseded values are not recommended for survey control.
 EW2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2555.See file dsdata.txt to determine how the superseded data were derived.
 EW2555
 EW2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716933(NAD 83)
 EW2555_MARKER: S = SPIKE
 EW2555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2555_SP_SET: CURB
 EW2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2555
 EW2555  HISTORY     - Date     Condition        Report By
 EW2555  HISTORY     - UNK      MONUMENTED       CA1980
 EW2555  HISTORY     - 1968     GOOD             CA1980
 EW2555  HISTORY     - 1971     GOOD             CA1980
 EW2555
 EW2555                          STATION DESCRIPTION
 EW2555
 EW2555'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2555'IN LOS ANGELES.
 EW2555'WIRE SPIKE IN THE SOUTHEAST CURB OF OSBORNE STREET, 11 FEET
 EW2555'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF FOOTHILL
 EW2555'BOULEVARD.
 EW2555
 EW2555                          STATION RECOVERY (1971)
 EW2555
 EW2555'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2561 ***********************************************************************
 EW2561  DESIGNATION -  03 00421 C OF LA
 EW2561  PID         -  EW2561
 EW2561  STATE/COUNTY-  CA/LOS ANGELES
 EW2561  USGS QUAD   -  SAN FERNANDO (1988)
 EW2561
 EW2561                         *CURRENT SURVEY CONTROL
 EW2561  ___________________________________________________________________
 EW2561* NAD 83(1986)-  34 16 29.     (N)    118 23 43.     (W)     SCALED    
 EW2561* NAVD 88     -       339.721  (meters)    1114.57   (feet)  READJUSTED
 EW2561  ___________________________________________________________________
 EW2561  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2561  DYNAMIC HT  -         339.350 (meters)    1113.35  (feet)  COMP
 EW2561  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 EW2561
 EW2561  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2561
 EW2561.The horizontal coordinates were scaled from a topographic map and have
 EW2561.an estimated accuracy of +/- 6 seconds.
 EW2561
 EW2561.The orthometric height was determined by differential leveling
 EW2561.and adjusted in September 2004.
 EW2561.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2561.distribution rate of 1.1 thru 2.0 mm/km.
 EW2561.The height was derived from older observations constrained to new
 EW2561.heights in a crustal motion area.  The height is approximate in
 EW2561.relation to other heights in its vicinity.
 EW2561
 EW2561.The geoid height was determined by GEOID03.
 EW2561
 EW2561.The dynamic height is computed by dividing the NAVD 88
 EW2561.geopotential number by the normal gravity value computed on the
 EW2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2561.degrees latitude (g = 980.6199 gals.).
 EW2561
 EW2561.The modeled gravity was interpolated from observed gravity values.
 EW2561
 EW2561;                    North         East    Units  Estimated Accuracy
 EW2561;SPC CA 5     -   586,010.    1,963,600.      MT  (+/- 180 meters Scaled)
 EW2561
 EW2561                          SUPERSEDED SURVEY CONTROL
 EW2561
 EW2561  NGVD 29 (??/??/92)  338.656  (m)         1111.07   (f) ADJ UNCH    1 1
 EW2561
 EW2561.Superseded values are not recommended for survey control.
 EW2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2561.See file dsdata.txt to determine how the superseded data were derived.
 EW2561
 EW2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT715934(NAD 83)
 EW2561_MARKER: DD = SURVEY DISK
 EW2561_SETTING: 0 = UNSPECIFIED SETTING
 EW2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2561
 EW2561  HISTORY     - Date     Condition        Report By
 EW2561  HISTORY     - UNK      MONUMENTED       CA1980
 EW2561  HISTORY     - 1968     GOOD             CA1980
 EW2561  HISTORY     - 1971     GOOD             CA1980
 EW2561
 EW2561                          STATION DESCRIPTION
 EW2561
 EW2561'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2561'IN LOS ANGELES.
 EW2561'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2561'FOOTHILL BOULEVARD AND TERRA BELLA STREET.
 EW2561
 EW2561                          STATION RECOVERY (1971)
 EW2561
 EW2561'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2565 ***********************************************************************
 EW2565  DESIGNATION -  03 00542 C OF LA
 EW2565  PID         -  EW2565
 EW2565  STATE/COUNTY-  CA/LOS ANGELES
 EW2565  USGS QUAD   -  SAN FERNANDO (1988)
 EW2565
 EW2565                         *CURRENT SURVEY CONTROL
 EW2565  ___________________________________________________________________
 EW2565* NAD 83(1986)-  34 17 02.     (N)    118 24 17.     (W)     SCALED    
 EW2565* NAVD 88     -       354.379  (meters)    1162.66   (feet)  READJUSTED
 EW2565  ___________________________________________________________________
 EW2565  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2565  DYNAMIC HT  -         353.990 (meters)    1161.38  (feet)  COMP
 EW2565  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 EW2565
 EW2565  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2565
 EW2565.The horizontal coordinates were scaled from a topographic map and have
 EW2565.an estimated accuracy of +/- 6 seconds.
 EW2565
 EW2565.The orthometric height was determined by differential leveling
 EW2565.and adjusted in September 2004.
 EW2565.The height was derived from older observations constrained to new
 EW2565.heights in a crustal motion area.  The height is approximate in
 EW2565.relation to other heights in its vicinity.
 EW2565
 EW2565.The geoid height was determined by GEOID03.
 EW2565
 EW2565.The dynamic height is computed by dividing the NAVD 88
 EW2565.geopotential number by the normal gravity value computed on the
 EW2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2565.degrees latitude (g = 980.6199 gals.).
 EW2565
 EW2565.The modeled gravity was interpolated from observed gravity values.
 EW2565
 EW2565;                    North         East    Units  Estimated Accuracy
 EW2565;SPC CA 5     -   587,030.    1,962,740.      MT  (+/- 180 meters Scaled)
 EW2565
 EW2565                          SUPERSEDED SURVEY CONTROL
 EW2565
 EW2565  NGVD 29 (??/??/92)  353.312  (m)         1159.16   (f) ADJ UNCH    1 1
 EW2565
 EW2565.Superseded values are not recommended for survey control.
 EW2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2565.See file dsdata.txt to determine how the superseded data were derived.
 EW2565
 EW2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT707945(NAD 83)
 EW2565_MARKER: DD = SURVEY DISK
 EW2565_SETTING: 0 = UNSPECIFIED SETTING
 EW2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2565
 EW2565  HISTORY     - Date     Condition        Report By
 EW2565  HISTORY     - UNK      MONUMENTED       CA1980
 EW2565  HISTORY     - 1968     GOOD             CA1980
 EW2565  HISTORY     - 1971     GOOD             CA1980
 EW2565
 EW2565                          STATION DESCRIPTION
 EW2565
 EW2565'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2565'IN LOS ANGELES.
 EW2565'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2565'FOOTHILL BOULEVARD AND FILMORE STREET.
 EW2565
 EW2565                          STATION RECOVERY (1971)
 EW2565
 EW2565'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2566 ***********************************************************************
 EW2566  DESIGNATION -  03 00547 C OF LA
 EW2566  PID         -  EW2566
 EW2566  STATE/COUNTY-  CA/LOS ANGELES
 EW2566  USGS QUAD   -  SAN FERNANDO (1988)
 EW2566
 EW2566                         *CURRENT SURVEY CONTROL
 EW2566  ___________________________________________________________________
 EW2566* NAD 83(1986)-  34 17 07.     (N)    118 24 24.     (W)     SCALED    
 EW2566* NAVD 88     -       354.938  (meters)    1164.49   (feet)  READJUSTED
 EW2566  ___________________________________________________________________
 EW2566  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2566  DYNAMIC HT  -         354.550 (meters)    1163.22  (feet)  COMP
 EW2566  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 EW2566
 EW2566  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2566
 EW2566.The horizontal coordinates were scaled from a topographic map and have
 EW2566.an estimated accuracy of +/- 6 seconds.
 EW2566
 EW2566.The orthometric height was determined by differential leveling
 EW2566.and adjusted in September 2004.
 EW2566.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2566.distribution rate of 1.1 thru 2.0 mm/km.
 EW2566.The height was derived from older observations constrained to new
 EW2566.heights in a crustal motion area.  The height is approximate in
 EW2566.relation to other heights in its vicinity.
 EW2566
 EW2566.The geoid height was determined by GEOID03.
 EW2566
 EW2566.The dynamic height is computed by dividing the NAVD 88
 EW2566.geopotential number by the normal gravity value computed on the
 EW2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2566.degrees latitude (g = 980.6199 gals.).
 EW2566
 EW2566.The modeled gravity was interpolated from observed gravity values.
 EW2566
 EW2566;                    North         East    Units  Estimated Accuracy
 EW2566;SPC CA 5     -   587,180.    1,962,560.      MT  (+/- 180 meters Scaled)
 EW2566
 EW2566                          SUPERSEDED SURVEY CONTROL
 EW2566
 EW2566  NGVD 29 (??/??/92)  353.868  (m)         1160.98   (f) ADJ UNCH    1 1
 EW2566
 EW2566.Superseded values are not recommended for survey control.
 EW2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2566.See file dsdata.txt to determine how the superseded data were derived.
 EW2566
 EW2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT705946(NAD 83)
 EW2566_MARKER: DD = SURVEY DISK
 EW2566_SETTING: 0 = UNSPECIFIED SETTING
 EW2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2566
 EW2566  HISTORY     - Date     Condition        Report By
 EW2566  HISTORY     - UNK      MONUMENTED       CA1980
 EW2566  HISTORY     - 1968     GOOD             CA1980
 EW2566  HISTORY     - 1971     GOOD             CA1980
 EW2566
 EW2566                          STATION DESCRIPTION
 EW2566
 EW2566'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2566'IN LOS ANGELES.
 EW2566'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF FOOTHILL
 EW2566'BOULEVARD, 0.14 OF A MILE NORTHWESTERLY FROM FILMORE STREET,
 EW2566'18 FEET SOUTHEAST OF A POINT OPPOSITE POWER POLE NO. 48328M.
 EW2566
 EW2566                          STATION RECOVERY (1971)
 EW2566
 EW2566'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2567 ***********************************************************************
 EW2567  DESIGNATION -  03 00607 C OF LA
 EW2567  PID         -  EW2567
 EW2567  STATE/COUNTY-  CA/LOS ANGELES
 EW2567  USGS QUAD   -  SAN FERNANDO (1988)
 EW2567
 EW2567                         *CURRENT SURVEY CONTROL
 EW2567  ___________________________________________________________________
 EW2567* NAD 83(1986)-  34 17 13.     (N)    118 24 29.     (W)     SCALED    
 EW2567* NAVD 88     -       351.541  (meters)    1153.35   (feet)  READJUSTED
 EW2567  ___________________________________________________________________
 EW2567  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2567  DYNAMIC HT  -         351.150 (meters)    1152.06  (feet)  COMP
 EW2567  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 EW2567
 EW2567  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2567
 EW2567.The horizontal coordinates were scaled from a topographic map and have
 EW2567.an estimated accuracy of +/- 6 seconds.
 EW2567
 EW2567.The orthometric height was determined by differential leveling
 EW2567.and adjusted in September 2004.
 EW2567.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2567.distribution rate of 1.1 thru 2.0 mm/km.
 EW2567.The height was derived from older observations constrained to new
 EW2567.heights in a crustal motion area.  The height is approximate in
 EW2567.relation to other heights in its vicinity.
 EW2567
 EW2567.The geoid height was determined by GEOID03.
 EW2567
 EW2567.The dynamic height is computed by dividing the NAVD 88
 EW2567.geopotential number by the normal gravity value computed on the
 EW2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2567.degrees latitude (g = 980.6199 gals.).
 EW2567
 EW2567.The modeled gravity was interpolated from observed gravity values.
 EW2567
 EW2567;                    North         East    Units  Estimated Accuracy
 EW2567;SPC CA 5     -   587,370.    1,962,430.      MT  (+/- 180 meters Scaled)
 EW2567
 EW2567                          SUPERSEDED SURVEY CONTROL
 EW2567
 EW2567  NGVD 29 (??/??/92)  350.546  (m)         1150.08   (f) ADJ UNCH    1 1
 EW2567
 EW2567.Superseded values are not recommended for survey control.
 EW2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2567.See file dsdata.txt to determine how the superseded data were derived.
 EW2567
 EW2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704948(NAD 83)
 EW2567_MARKER: DD = SURVEY DISK
 EW2567_SETTING: 0 = UNSPECIFIED SETTING
 EW2567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2567
 EW2567  HISTORY     - Date     Condition        Report By
 EW2567  HISTORY     - UNK      MONUMENTED       CA1980
 EW2567  HISTORY     - 1968     GOOD             CA1980
 EW2567  HISTORY     - 1971     GOOD             CA1980
 EW2567
 EW2567                          STATION DESCRIPTION
 EW2567
 EW2567'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2567'IN LOS ANGELES.
 EW2567'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2567'FOOTHILL BOULEVARD AND PAXTON STREET.
 EW2567
 EW2567                          STATION RECOVERY (1971)
 EW2567
 EW2567'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2492 ***********************************************************************
 EW2492  DESIGNATION -  03 00620 C OF LA
 EW2492  PID         -  EW2492
 EW2492  STATE/COUNTY-  CA/LOS ANGELES
 EW2492  USGS QUAD   -  SAN FERNANDO (1988)
 EW2492
 EW2492                         *CURRENT SURVEY CONTROL
 EW2492  ___________________________________________________________________
 EW2492* NAD 83(1986)-  34 17 16.     (N)    118 24 33.     (W)     SCALED    
 EW2492* NAVD 88     -       349.50   (+/-2cm)    1146.7    (feet)  VERTCON   
 EW2492  ___________________________________________________________________
 EW2492  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2492  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2492
 EW2492.The horizontal coordinates were scaled from a topographic map and have
 EW2492.an estimated accuracy of +/- 6 seconds.
 EW2492
 EW2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2492.The vertical order pertains to the NGVD 29 superseded value.
 EW2492
 EW2492.The geoid height was determined by GEOID03.
 EW2492
 EW2492;                    North         East    Units  Estimated Accuracy
 EW2492;SPC CA 5     -   587,460.    1,962,330.      MT  (+/- 180 meters Scaled)
 EW2492
 EW2492                          SUPERSEDED SURVEY CONTROL
 EW2492
 EW2492  NGVD 29 (??/??/92)  348.685  (m)         1143.98   (f) ADJ UNCH    1 1
 EW2492
 EW2492.Superseded values are not recommended for survey control.
 EW2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2492.See file dsdata.txt to determine how the superseded data were derived.
 EW2492
 EW2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT703949(NAD 83)
 EW2492_MARKER: S = SPIKE
 EW2492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2492_SP_SET: CULVERT
 EW2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2492
 EW2492  HISTORY     - Date     Condition        Report By
 EW2492  HISTORY     - UNK      MONUMENTED       CA1980
 EW2492  HISTORY     - 1968     GOOD             CA1980
 EW2492  HISTORY     - 1971     GOOD             CA1980
 EW2492
 EW2492                          STATION DESCRIPTION
 EW2492
 EW2492'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2492'IN LOS ANGELES.
 EW2492'WIRE SPIKE IN THE TOP, AT THE CENTER, OF THE HEADWALL OF A
 EW2492'CONCRETE CULVERT OUTLET STRUCTURE AT THE SOUTHWEST SIDE OF
 EW2492'FOOTHILL BOULEVARD, ABOUT 500 FEET NORTHWEST OF PAXTON STREET,
 EW2492'36.5 FEET SOUTHEAST OF A POINT OPPOSITE POWER POLE NO. 1516456E.
 EW2492
 EW2492                          STATION RECOVERY (1971)
 EW2492
 EW2492'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2568 ***********************************************************************
 EW2568  DESIGNATION -  03 00631 C OF LA
 EW2568  PID         -  EW2568
 EW2568  STATE/COUNTY-  CA/LOS ANGELES
 EW2568  USGS QUAD   -  SAN FERNANDO (1988)
 EW2568
 EW2568                         *CURRENT SURVEY CONTROL
 EW2568  ___________________________________________________________________
 EW2568* NAD 83(1986)-  34 17 23.     (N)    118 24 40.     (W)     SCALED    
 EW2568* NAVD 88     -       353.046  (meters)    1158.29   (feet)  READJUSTED
 EW2568  ___________________________________________________________________
 EW2568  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 EW2568  DYNAMIC HT  -         352.650 (meters)    1156.99  (feet)  COMP
 EW2568  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 EW2568
 EW2568  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2568
 EW2568.The horizontal coordinates were scaled from a topographic map and have
 EW2568.an estimated accuracy of +/- 6 seconds.
 EW2568
 EW2568.The orthometric height was determined by differential leveling
 EW2568.and adjusted in September 2004.
 EW2568.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2568.distribution rate of 1.1 thru 2.0 mm/km.
 EW2568.The height was derived from older observations constrained to new
 EW2568.heights in a crustal motion area.  The height is approximate in
 EW2568.relation to other heights in its vicinity.
 EW2568
 EW2568.The geoid height was determined by GEOID03.
 EW2568
 EW2568.The dynamic height is computed by dividing the NAVD 88
 EW2568.geopotential number by the normal gravity value computed on the
 EW2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2568.degrees latitude (g = 980.6199 gals.).
 EW2568
 EW2568.The modeled gravity was interpolated from observed gravity values.
 EW2568
 EW2568;                    North         East    Units  Estimated Accuracy
 EW2568;SPC CA 5     -   587,680.    1,962,150.      MT  (+/- 180 meters Scaled)
 EW2568
 EW2568                          SUPERSEDED SURVEY CONTROL
 EW2568
 EW2568  NGVD 29 (??/??/92)  351.975  (m)         1154.77   (f) ADJ UNCH    1 1
 EW2568
 EW2568.Superseded values are not recommended for survey control.
 EW2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2568.See file dsdata.txt to determine how the superseded data were derived.
 EW2568
 EW2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT701951(NAD 83)
 EW2568_MARKER: S = SPIKE
 EW2568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2568_SP_SET: CURB
 EW2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2568
 EW2568  HISTORY     - Date     Condition        Report By
 EW2568  HISTORY     - UNK      MONUMENTED       CA1980
 EW2568  HISTORY     - 1968     GOOD             CA1980
 EW2568  HISTORY     - 1971     GOOD             CA1980
 EW2568
 EW2568                          STATION DESCRIPTION
 EW2568
 EW2568'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2568'IN LOS ANGELES.
 EW2568'WIRE SPIKE IN THE SOUTHWEST CURB OF FOOTHILL BOULEVARD, 5 FEET
 EW2568'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF VAUGHN
 EW2568'STREET.
 EW2568
 EW2568                          STATION RECOVERY (1971)
 EW2568
 EW2568'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2570 ***********************************************************************
 EW2570  DESIGNATION -  03 00657 C OF LA
 EW2570  PID         -  EW2570
 EW2570  STATE/COUNTY-  CA/LOS ANGELES
 EW2570  USGS QUAD   -  SAN FERNANDO (1988)
 EW2570
 EW2570                         *CURRENT SURVEY CONTROL
 EW2570  ___________________________________________________________________
 EW2570* NAD 83(1986)-  34 17 34.     (N)    118 24 51.     (W)     SCALED    
 EW2570* NAVD 88     -       358.348  (meters)    1175.68   (feet)  READJUSTED
 EW2570  ___________________________________________________________________
 EW2570  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 EW2570  DYNAMIC HT  -         357.950 (meters)    1174.37  (feet)  COMP
 EW2570  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 EW2570
 EW2570  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2570
 EW2570.The horizontal coordinates were scaled from a topographic map and have
 EW2570.an estimated accuracy of +/- 6 seconds.
 EW2570
 EW2570.The orthometric height was determined by differential leveling
 EW2570.and adjusted in September 2004.
 EW2570.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2570.distribution rate of 1.1 thru 2.0 mm/km.
 EW2570.The height was derived from older observations constrained to new
 EW2570.heights in a crustal motion area.  The height is approximate in
 EW2570.relation to other heights in its vicinity.
 EW2570
 EW2570.The geoid height was determined by GEOID03.
 EW2570
 EW2570.The dynamic height is computed by dividing the NAVD 88
 EW2570.geopotential number by the normal gravity value computed on the
 EW2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2570.degrees latitude (g = 980.6199 gals.).
 EW2570
 EW2570.The modeled gravity was interpolated from observed gravity values.
 EW2570
 EW2570;                    North         East    Units  Estimated Accuracy
 EW2570;SPC CA 5     -   588,020.    1,961,870.      MT  (+/- 180 meters Scaled)
 EW2570
 EW2570                          SUPERSEDED SURVEY CONTROL
 EW2570
 EW2570  NGVD 29 (??/??/92)  357.281  (m)         1172.18   (f) ADJ UNCH    1 1
 EW2570
 EW2570.Superseded values are not recommended for survey control.
 EW2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2570.See file dsdata.txt to determine how the superseded data were derived.
 EW2570
 EW2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT698955(NAD 83)
 EW2570_MARKER: DD = SURVEY DISK
 EW2570_SETTING: 0 = UNSPECIFIED SETTING
 EW2570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2570
 EW2570  HISTORY     - Date     Condition        Report By
 EW2570  HISTORY     - UNK      MONUMENTED       CA1980
 EW2570  HISTORY     - 1968     GOOD             CA1980
 EW2570  HISTORY     - 1971     GOOD             CA1980
 EW2570
 EW2570                          STATION DESCRIPTION
 EW2570
 EW2570'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2570'IN LOS ANGELES.
 EW2570'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2570'FOOTHILL BOULEVARD AND ARROYO STREET.
 EW2570
 EW2570                          STATION RECOVERY (1971)
 EW2570
 EW2570'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2571 ***********************************************************************
 EW2571  DESIGNATION -  03 00670 C OF LA
 EW2571  PID         -  EW2571
 EW2571  STATE/COUNTY-  CA/LOS ANGELES
 EW2571  USGS QUAD   -  SAN FERNANDO (1988)
 EW2571
 EW2571                         *CURRENT SURVEY CONTROL
 EW2571  ___________________________________________________________________
 EW2571* NAD 83(1986)-  34 17 45.     (N)    118 25 04.     (W)     SCALED    
 EW2571* NAVD 88     -       364.492  (meters)    1195.84   (feet)  READJUSTED
 EW2571  ___________________________________________________________________
 EW2571  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW2571  DYNAMIC HT  -         364.090 (meters)    1194.52  (feet)  COMP
 EW2571  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 EW2571
 EW2571  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2571
 EW2571.The horizontal coordinates were scaled from a topographic map and have
 EW2571.an estimated accuracy of +/- 6 seconds.
 EW2571
 EW2571.The orthometric height was determined by differential leveling
 EW2571.and adjusted in September 2004.
 EW2571.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2571.distribution rate of 1.1 thru 2.0 mm/km.
 EW2571.The height was derived from older observations constrained to new
 EW2571.heights in a crustal motion area.  The height is approximate in
 EW2571.relation to other heights in its vicinity.
 EW2571
 EW2571.The geoid height was determined by GEOID03.
 EW2571
 EW2571.The dynamic height is computed by dividing the NAVD 88
 EW2571.geopotential number by the normal gravity value computed on the
 EW2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2571.degrees latitude (g = 980.6199 gals.).
 EW2571
 EW2571.The modeled gravity was interpolated from observed gravity values.
 EW2571
 EW2571;                    North         East    Units  Estimated Accuracy
 EW2571;SPC CA 5     -   588,360.    1,961,540.      MT  (+/- 180 meters Scaled)
 EW2571
 EW2571                          SUPERSEDED SURVEY CONTROL
 EW2571
 EW2571  NGVD 29 (??/??/92)  363.424  (m)         1192.33   (f) ADJ UNCH    1 1
 EW2571
 EW2571.Superseded values are not recommended for survey control.
 EW2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2571.See file dsdata.txt to determine how the superseded data were derived.
 EW2571
 EW2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT695958(NAD 83)
 EW2571_MARKER: DD = SURVEY DISK
 EW2571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2571_SP_SET: CURB
 EW2571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2571
 EW2571  HISTORY     - Date     Condition        Report By
 EW2571  HISTORY     - UNK      MONUMENTED       CADH
 EW2571  HISTORY     - 1968     GOOD             CA1980
 EW2571  HISTORY     - 1971     GOOD             CA1980
 EW2571
 EW2571                          STATION DESCRIPTION
 EW2571
 EW2571'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2571'IN LOS ANGELES.
 EW2571'STATE OF CALIFORNIA BENCH MARK DISC IN THE SOUTHWEST CURB OF
 EW2571'FOOTHILL BOULEVARD, OVER THE SOUTHEAST ABUTMENT OF THE HIGHWAY
 EW2571'BRIDGE OVER THE PACOIMA WASH, 0.32 MILES NORTHWESTERLY FROM
 EW2571'ARROYO STREET.
 EW2571
 EW2571                          STATION RECOVERY (1971)
 EW2571
 EW2571'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6645 ***********************************************************************
 EW6645  DESIGNATION -  03 00749 C OF LA
 EW6645  PID         -  EW6645
 EW6645  STATE/COUNTY-  CA/LOS ANGELES
 EW6645  USGS QUAD   -  SAN FERNANDO (1988)
 EW6645
 EW6645                         *CURRENT SURVEY CONTROL
 EW6645  ___________________________________________________________________
 EW6645* NAD 83(1986)-  34 17 54.     (N)    118 25 14.     (W)     SCALED    
 EW6645* NAVD 88     -       365.569  (meters)    1199.37   (feet)  READJUSTED
 EW6645  ___________________________________________________________________
 EW6645  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW6645  DYNAMIC HT  -         365.160 (meters)    1198.03  (feet)  COMP
 EW6645  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 EW6645
 EW6645  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW6645
 EW6645.The horizontal coordinates were scaled from a topographic map and have
 EW6645.an estimated accuracy of +/- 6 seconds.
 EW6645
 EW6645.The orthometric height was determined by differential leveling
 EW6645.and adjusted in September 2004.
 EW6645.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW6645.distribution rate of 1.1 thru 2.0 mm/km.
 EW6645.The height was derived from older observations constrained to new
 EW6645.heights in a crustal motion area.  The height is approximate in
 EW6645.relation to other heights in its vicinity.
 EW6645
 EW6645.The geoid height was determined by GEOID03.
 EW6645
 EW6645.The dynamic height is computed by dividing the NAVD 88
 EW6645.geopotential number by the normal gravity value computed on the
 EW6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6645.degrees latitude (g = 980.6199 gals.).
 EW6645
 EW6645.The modeled gravity was interpolated from observed gravity values.
 EW6645
 EW6645;                    North         East    Units  Estimated Accuracy
 EW6645;SPC CA 5     -   588,640.    1,961,290.      MT  (+/- 180 meters Scaled)
 EW6645
 EW6645                          SUPERSEDED SURVEY CONTROL
 EW6645
 EW6645  NGVD 29 (??/??/92)  364.500  (m)         1195.86   (f) ADJ UNCH    1 1
 EW6645
 EW6645.Superseded values are not recommended for survey control.
 EW6645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6645.See file dsdata.txt to determine how the superseded data were derived.
 EW6645
 EW6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT692961(NAD 83)
 EW6645_MARKER: S = SPIKE
 EW6645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6645_SP_SET: CURB
 EW6645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6645
 EW6645  HISTORY     - Date     Condition        Report By
 EW6645  HISTORY     - UNK      MONUMENTED       RBNF
 EW6645  HISTORY     - 1975     GOOD             CA1980
 EW6645  HISTORY     - 1975     GOOD             CA1980
 EW6645
 EW6645                          STATION DESCRIPTION
 EW6645
 EW6645'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW6645'IN SAN FERNANDO.
 EW6645'WIRE SPIKE IN SOUTHEAST CURB OF MACLAY STREET, 1.8 FEEET SOUTHWEST
 EW6645'OF BOX CULVERT CURB RETURN NORTHWEST OF FOOTHILL BLVD..
 EW6645
 EW6645                          STATION RECOVERY (1975)
 EW6645
 EW6645'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW6645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2574 ***********************************************************************
 EW2574  DESIGNATION -  03 00750 C OF LA
 EW2574  PID         -  EW2574
 EW2574  STATE/COUNTY-  CA/LOS ANGELES
 EW2574  USGS QUAD   -  SAN FERNANDO (1988)
 EW2574
 EW2574                         *CURRENT SURVEY CONTROL
 EW2574  ___________________________________________________________________
 EW2574* NAD 83(1986)-  34 17 55.     (N)    118 25 13.     (W)     SCALED    
 EW2574* NAVD 88     -       364.55   (+/-2cm)    1196.0    (feet)  VERTCON   
 EW2574  ___________________________________________________________________
 EW2574  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW2574  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2574
 EW2574.The horizontal coordinates were scaled from a topographic map and have
 EW2574.an estimated accuracy of +/- 6 seconds.
 EW2574
 EW2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2574.The vertical order pertains to the NGVD 29 superseded value.
 EW2574
 EW2574.The geoid height was determined by GEOID03.
 EW2574
 EW2574;                    North         East    Units  Estimated Accuracy
 EW2574;SPC CA 5     -   588,670.    1,961,310.      MT  (+/- 180 meters Scaled)
 EW2574
 EW2574                          SUPERSEDED SURVEY CONTROL
 EW2574
 EW2574  NGVD 29 (??/??/92)  363.736  (m)         1193.36   (f) ADJ UNCH    1 1
 EW2574
 EW2574.Superseded values are not recommended for survey control.
 EW2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2574.See file dsdata.txt to determine how the superseded data were derived.
 EW2574
 EW2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT692961(NAD 83)
 EW2574_MARKER: S = SPIKE
 EW2574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2574_SP_SET: CURB
 EW2574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2574
 EW2574  HISTORY     - Date     Condition        Report By
 EW2574  HISTORY     - UNK      MONUMENTED       CA1980
 EW2574  HISTORY     - 1968     GOOD             CA1980
 EW2574  HISTORY     - 1971     GOOD             CA1980
 EW2574
 EW2574                          STATION DESCRIPTION
 EW2574
 EW2574'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2574'IN LOS ANGELES.
 EW2574'WIRE SPIKE IN THE SOUTHWEST CURB OF FOOTHILL BOULEVARD, 60 FEET
 EW2574'SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF MACLAY
 EW2574'AVENUE.
 EW2574
 EW2574                          STATION RECOVERY (1971)
 EW2574
 EW2574'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2576 ***********************************************************************
 EW2576  DESIGNATION -  03 00771 C OF LA
 EW2576  PID         -  EW2576
 EW2576  STATE/COUNTY-  CA/LOS ANGELES
 EW2576  USGS QUAD   -  SAN FERNANDO (1988)
 EW2576
 EW2576                         *CURRENT SURVEY CONTROL
 EW2576  ___________________________________________________________________
 EW2576* NAD 83(1986)-  34 18 04.     (N)    118 25 23.     (W)     SCALED    
 EW2576* NAVD 88     -       371.79   (+/-2cm)    1219.8    (feet)  VERTCON   
 EW2576  ___________________________________________________________________
 EW2576  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EW2576  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2576
 EW2576.The horizontal coordinates were scaled from a topographic map and have
 EW2576.an estimated accuracy of +/- 6 seconds.
 EW2576
 EW2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2576.The vertical order pertains to the NGVD 29 superseded value.
 EW2576
 EW2576.The geoid height was determined by GEOID03.
 EW2576
 EW2576;                    North         East    Units  Estimated Accuracy
 EW2576;SPC CA 5     -   588,950.    1,961,060.      MT  (+/- 180 meters Scaled)
 EW2576
 EW2576                          SUPERSEDED SURVEY CONTROL
 EW2576
 EW2576  NGVD 29 (??/??/92)  370.977  (m)         1217.11   (f) ADJ UNCH    1 1
 EW2576
 EW2576.Superseded values are not recommended for survey control.
 EW2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2576.See file dsdata.txt to determine how the superseded data were derived.
 EW2576
 EW2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT690964(NAD 83)
 EW2576_MARKER: S = SPIKE
 EW2576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2576_SP_SET: CURB
 EW2576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2576
 EW2576  HISTORY     - Date     Condition        Report By
 EW2576  HISTORY     - UNK      MONUMENTED       CA1980
 EW2576  HISTORY     - 1968     GOOD             CA1980
 EW2576  HISTORY     - 1971     GOOD             CA1980
 EW2576
 EW2576                          STATION DESCRIPTION
 EW2576
 EW2576'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2576'IN LOS ANGELES.
 EW2576'WIRE SPIKE IN THE SOUTHEAST CURB OF HARDIN STREET, 5 FEET
 EW2576'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF FOOTHILL
 EW2576'BOULEVARD.
 EW2576
 EW2576                          STATION RECOVERY (1971)
 EW2576
 EW2576'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2577 ***********************************************************************
 EW2577  DESIGNATION -  03 00810 C OF LA
 EW2577  PID         -  EW2577
 EW2577  STATE/COUNTY-  CA/LOS ANGELES
 EW2577  USGS QUAD   -  SAN FERNANDO (1988)
 EW2577
 EW2577                         *CURRENT SURVEY CONTROL
 EW2577  ___________________________________________________________________
 EW2577* NAD 83(1986)-  34 18 08.     (N)    118 25 29.     (W)     SCALED    
 EW2577* NAVD 88     -       380.989  (meters)    1249.96   (feet)  READJUSTED
 EW2577  ___________________________________________________________________
 EW2577  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EW2577  DYNAMIC HT  -         380.570 (meters)    1248.59  (feet)  COMP
 EW2577  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 EW2577
 EW2577  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2577
 EW2577.The horizontal coordinates were scaled from a topographic map and have
 EW2577.an estimated accuracy of +/- 6 seconds.
 EW2577
 EW2577.The orthometric height was determined by differential leveling
 EW2577.and adjusted in September 2004.
 EW2577.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2577.distribution rate of 1.1 thru 2.0 mm/km.
 EW2577.The height was derived from older observations constrained to new
 EW2577.heights in a crustal motion area.  The height is approximate in
 EW2577.relation to other heights in its vicinity.
 EW2577
 EW2577.The geoid height was determined by GEOID03.
 EW2577
 EW2577.The dynamic height is computed by dividing the NAVD 88
 EW2577.geopotential number by the normal gravity value computed on the
 EW2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2577.degrees latitude (g = 980.6199 gals.).
 EW2577
 EW2577.The modeled gravity was interpolated from observed gravity values.
 EW2577
 EW2577;                    North         East    Units  Estimated Accuracy
 EW2577;SPC CA 5     -   589,070.    1,960,900.      MT  (+/- 180 meters Scaled)
 EW2577
 EW2577                          SUPERSEDED SURVEY CONTROL
 EW2577
 EW2577  NGVD 29 (??/??/92)  379.919  (m)         1246.45   (f) ADJ UNCH    1 1
 EW2577
 EW2577.Superseded values are not recommended for survey control.
 EW2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2577.See file dsdata.txt to determine how the superseded data were derived.
 EW2577
 EW2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688965(NAD 83)
 EW2577_MARKER: S = SPIKE
 EW2577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2577_SP_SET: CURB
 EW2577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2577
 EW2577  HISTORY     - Date     Condition        Report By
 EW2577  HISTORY     - UNK      MONUMENTED       CA1980
 EW2577  HISTORY     - 1968     GOOD             CA1980
 EW2577  HISTORY     - 1971     GOOD             CA1980
 EW2577
 EW2577                          STATION DESCRIPTION
 EW2577
 EW2577'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2577'IN LOS ANGELES.
 EW2577'WIRE SPIKE IN THE SOUTHEAST CURB OF FERNMONT STREET, 2 FEET
 EW2577'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF FOOTHILL
 EW2577'BOULEVARD.
 EW2577
 EW2577                          STATION RECOVERY (1971)
 EW2577
 EW2577'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2578 ***********************************************************************
 EW2578  DESIGNATION -  03 00820 C OF LA
 EW2578  PID         -  EW2578
 EW2578  STATE/COUNTY-  CA/LOS ANGELES
 EW2578  USGS QUAD   -  SAN FERNANDO (1988)
 EW2578
 EW2578                         *CURRENT SURVEY CONTROL
 EW2578  ___________________________________________________________________
 EW2578* NAD 83(1986)-  34 18 14.     (N)    118 25 34.     (W)     SCALED    
 EW2578* NAVD 88     -       381.608  (meters)    1251.99   (feet)  READJUSTED
 EW2578  ___________________________________________________________________
 EW2578  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EW2578  DYNAMIC HT  -         381.180 (meters)    1250.59  (feet)  COMP
 EW2578  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 EW2578
 EW2578  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2578
 EW2578.The horizontal coordinates were scaled from a topographic map and have
 EW2578.an estimated accuracy of +/- 6 seconds.
 EW2578
 EW2578.The orthometric height was determined by differential leveling
 EW2578.and adjusted in September 2004.
 EW2578.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2578.distribution rate of 1.1 thru 2.0 mm/km.
 EW2578.The height was derived from older observations constrained to new
 EW2578.heights in a crustal motion area.  The height is approximate in
 EW2578.relation to other heights in its vicinity.
 EW2578
 EW2578.The geoid height was determined by GEOID03.
 EW2578
 EW2578.The dynamic height is computed by dividing the NAVD 88
 EW2578.geopotential number by the normal gravity value computed on the
 EW2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2578.degrees latitude (g = 980.6199 gals.).
 EW2578
 EW2578.The modeled gravity was interpolated from observed gravity values.
 EW2578
 EW2578;                    North         East    Units  Estimated Accuracy
 EW2578;SPC CA 5     -   589,250.    1,960,780.      MT  (+/- 180 meters Scaled)
 EW2578
 EW2578                          SUPERSEDED SURVEY CONTROL
 EW2578
 EW2578  NGVD 29 (??/??/92)  380.543  (m)         1248.50   (f) ADJ UNCH    1 1
 EW2578
 EW2578.Superseded values are not recommended for survey control.
 EW2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2578.See file dsdata.txt to determine how the superseded data were derived.
 EW2578
 EW2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT687967(NAD 83)
 EW2578_MARKER: S = SPIKE
 EW2578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2578_SP_SET: CURB
 EW2578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2578
 EW2578  HISTORY     - Date     Condition        Report By
 EW2578  HISTORY     - UNK      MONUMENTED       CA1980
 EW2578  HISTORY     - 1968     GOOD             CA1980
 EW2578  HISTORY     - 1971     GOOD             CA1980
 EW2578
 EW2578                          STATION DESCRIPTION
 EW2578
 EW2578'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2578'IN LOS ANGELES.
 EW2578'WIRE SPIKE IN THE SOUTHWEST CURB OF FOOTHILL BOULEVARD, 5 FEET
 EW2578'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF GRIDLEY
 EW2578'STREET.
 EW2578
 EW2578                          STATION RECOVERY (1971)
 EW2578
 EW2578'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2521 ***********************************************************************
 EW2521  DESIGNATION -  03 00850 C OF LA
 EW2521  PID         -  EW2521
 EW2521  STATE/COUNTY-  CA/LOS ANGELES
 EW2521  USGS QUAD   -  SAN FERNANDO (1988)
 EW2521
 EW2521                         *CURRENT SURVEY CONTROL
 EW2521  ___________________________________________________________________
 EW2521* NAD 83(1986)-  34 18 32.     (N)    118 25 55.     (W)     SCALED    
 EW2521* NAVD 88     -       396.751  (meters)    1301.67   (feet)  READJUSTED
 EW2521  ___________________________________________________________________
 EW2521  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW2521  DYNAMIC HT  -         396.310 (meters)    1300.23  (feet)  COMP
 EW2521  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 EW2521
 EW2521  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2521
 EW2521.The horizontal coordinates were scaled from a topographic map and have
 EW2521.an estimated accuracy of +/- 6 seconds.
 EW2521
 EW2521.The orthometric height was determined by differential leveling
 EW2521.and adjusted in September 2004.
 EW2521.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2521.distribution rate of 1.1 thru 2.0 mm/km.
 EW2521.The height was derived from older observations constrained to new
 EW2521.heights in a crustal motion area.  The height is approximate in
 EW2521.relation to other heights in its vicinity.
 EW2521
 EW2521.The geoid height was determined by GEOID03.
 EW2521
 EW2521.The dynamic height is computed by dividing the NAVD 88
 EW2521.geopotential number by the normal gravity value computed on the
 EW2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2521.degrees latitude (g = 980.6199 gals.).
 EW2521
 EW2521.The modeled gravity was interpolated from observed gravity values.
 EW2521
 EW2521;                    North         East    Units  Estimated Accuracy
 EW2521;SPC CA 5     -   589,810.    1,960,240.      MT  (+/- 180 meters Scaled)
 EW2521
 EW2521                          SUPERSEDED SURVEY CONTROL
 EW2521
 EW2521  NGVD 29 (??/??/92)  395.704  (m)         1298.24   (f) ADJ UNCH    1 1
 EW2521
 EW2521.Superseded values are not recommended for survey control.
 EW2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2521.See file dsdata.txt to determine how the superseded data were derived.
 EW2521
 EW2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT682973(NAD 83)
 EW2521_MARKER: DD = SURVEY DISK
 EW2521_SETTING: 0 = UNSPECIFIED SETTING
 EW2521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2521
 EW2521  HISTORY     - Date     Condition        Report By
 EW2521  HISTORY     - UNK      MONUMENTED       CA1980
 EW2521  HISTORY     - 1968     GOOD             CA1980
 EW2521  HISTORY     - 1971     GOOD             CA1980
 EW2521
 EW2521                          STATION DESCRIPTION
 EW2521
 EW2521'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2521'IN LOS ANGELES.
 EW2521'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF FOOTHILL
 EW2521'BOULEVARD, ON THE APPARENT CENTER LINE OF AN UNNAMED DRIVE,
 EW2521'TO THE SOUTHWEST, SAID DRIVE BEING THE SOUTHEASTERLY ENTRANCE
 EW2521'TO A SHOPPING CENTER LOCATED SOUTHEASTERLY OF SAYRE STREET, 0.12
 EW2521'OF A MILE NORTHWESTERLY FROM HUBBARD STREET.
 EW2521
 EW2521                          STATION RECOVERY (1971)
 EW2521
 EW2521'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2522 ***********************************************************************
 EW2522  DESIGNATION -  03 00870 C OF LA
 EW2522  PID         -  EW2522
 EW2522  STATE/COUNTY-  CA/LOS ANGELES
 EW2522  USGS QUAD   -  SAN FERNANDO (1988)
 EW2522
 EW2522                         *CURRENT SURVEY CONTROL
 EW2522  ___________________________________________________________________
 EW2522* NAD 83(1986)-  34 18 35.     (N)    118 25 59.     (W)     SCALED    
 EW2522* NAVD 88     -       396.29   (+/-2cm)    1300.2    (feet)  VERTCON   
 EW2522  ___________________________________________________________________
 EW2522  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW2522  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2522
 EW2522.The horizontal coordinates were scaled from a topographic map and have
 EW2522.an estimated accuracy of +/- 6 seconds.
 EW2522
 EW2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2522.The vertical order pertains to the NGVD 29 superseded value.
 EW2522
 EW2522.The geoid height was determined by GEOID03.
 EW2522
 EW2522;                    North         East    Units  Estimated Accuracy
 EW2522;SPC CA 5     -   589,900.    1,960,140.      MT  (+/- 180 meters Scaled)
 EW2522
 EW2522                          SUPERSEDED SURVEY CONTROL
 EW2522
 EW2522  NGVD 29 (??/??/92)  395.470  (m)         1297.47   (f) ADJ UNCH    1 1
 EW2522
 EW2522.Superseded values are not recommended for survey control.
 EW2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2522.See file dsdata.txt to determine how the superseded data were derived.
 EW2522
 EW2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT681974(NAD 83)
 EW2522_MARKER: S = SPIKE
 EW2522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2522_SP_SET: CONCRETE BASE
 EW2522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2522
 EW2522  HISTORY     - Date     Condition        Report By
 EW2522  HISTORY     - UNK      MONUMENTED       CA1980
 EW2522  HISTORY     - 1968     GOOD             CA1980
 EW2522
 EW2522                          STATION DESCRIPTION
 EW2522
 EW2522'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2522'IN LOS ANGELES.
 EW2522'WIRE SPIKE IN THE TOP OF THE CONCRETE BASE, AT ITS WESTERLY
 EW2522'CORNER, FOR AN ELECTROLIER, ABOUT 39.5 FEET NORTHEAST OF THE
 EW2522'CENTER LINE OF FOOTHILL BOULEVARD, ABOUT 32.5 FEET SOUTHEAST
 EW2522'OF THE CENTER LINE OF SAYRE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2580 ***********************************************************************
 EW2580  DESIGNATION -  03 00900 C OF LA RESET 70
 EW2580  PID         -  EW2580
 EW2580  STATE/COUNTY-  CA/LOS ANGELES
 EW2580  USGS QUAD   -  SAN FERNANDO (1988)
 EW2580
 EW2580                         *CURRENT SURVEY CONTROL
 EW2580  ___________________________________________________________________
 EW2580* NAD 83(1986)-  34 18 35.     (N)    118 26 02.     (W)     SCALED    
 EW2580* NAVD 88     -       396.739  (meters)    1301.63   (feet)  READJUSTED
 EW2580  ___________________________________________________________________
 EW2580  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW2580  DYNAMIC HT  -         396.300 (meters)    1300.19  (feet)  COMP
 EW2580  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 EW2580
 EW2580  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2580
 EW2580.The horizontal coordinates were scaled from a topographic map and have
 EW2580.an estimated accuracy of +/- 6 seconds.
 EW2580
 EW2580.The orthometric height was determined by differential leveling
 EW2580.and adjusted in September 2004.
 EW2580.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2580.distribution rate of 1.1 thru 2.0 mm/km.
 EW2580.The height was derived from older observations constrained to new
 EW2580.heights in a crustal motion area.  The height is approximate in
 EW2580.relation to other heights in its vicinity.
 EW2580
 EW2580.The geoid height was determined by GEOID03.
 EW2580
 EW2580.The dynamic height is computed by dividing the NAVD 88
 EW2580.geopotential number by the normal gravity value computed on the
 EW2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2580.degrees latitude (g = 980.6199 gals.).
 EW2580
 EW2580.The modeled gravity was interpolated from observed gravity values.
 EW2580
 EW2580;                    North         East    Units  Estimated Accuracy
 EW2580;SPC CA 5     -   589,910.    1,960,060.      MT  (+/- 180 meters Scaled)
 EW2580
 EW2580                          SUPERSEDED SURVEY CONTROL
 EW2580
 EW2580  NGVD 29 (??/??/92)  395.686  (m)         1298.18   (f) ADJ UNCH    1 1
 EW2580
 EW2580.Superseded values are not recommended for survey control.
 EW2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2580.See file dsdata.txt to determine how the superseded data were derived.
 EW2580
 EW2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680974(NAD 83)
 EW2580_MARKER: DD = SURVEY DISK
 EW2580_SETTING: 0 = UNSPECIFIED SETTING
 EW2580_STAMPING: RESET 1970
 EW2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2580
 EW2580  HISTORY     - Date     Condition        Report By
 EW2580  HISTORY     - 1970     MONUMENTED       CA1980
 EW2580  HISTORY     - 1971     GOOD             CA1980
 EW2580
 EW2580                          STATION DESCRIPTION
 EW2580
 EW2580'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2580'IN SYLMAR SQUARE.
 EW2580'STANDARD SURVEY DISC MONUMENT ON THE CENTER LINE INTERSECTION
 EW2580'OF FOOTHILL BOULEVARD AND SAYRE STREET.  NOTE-- FORMERLY A
 EW2580'STANDARD SURVEY MONUMENT, DESIGNATED, IN 1950, AS BENCH MARK
 EW2580'NO. 03-00900.  REPLACED BY A SSDM, 1970, AS BOTH A HORIZONTAL
 EW2580'AND VERTICAL CONTROL POINT.  NOW DESIGNATED AS BENCH MARK NO.
 EW2580'03-00900 (RESET 1970).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2581 ***********************************************************************
 EW2581  DESIGNATION -  03 00915 C OF LA RESET 70
 EW2581  PID         -  EW2581
 EW2581  STATE/COUNTY-  CA/LOS ANGELES
 EW2581  USGS QUAD   -  SAN FERNANDO (1988)
 EW2581
 EW2581                         *CURRENT SURVEY CONTROL
 EW2581  ___________________________________________________________________
 EW2581* NAD 83(1986)-  34 18 35.     (N)    118 26 02.     (W)     SCALED    
 EW2581* NAVD 88     -       399.421  (meters)    1310.43   (feet)  READJUSTED
 EW2581  ___________________________________________________________________
 EW2581  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW2581  DYNAMIC HT  -         398.980 (meters)    1308.99  (feet)  COMP
 EW2581  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 EW2581
 EW2581  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2581
 EW2581.The horizontal coordinates were scaled from a topographic map and have
 EW2581.an estimated accuracy of +/- 6 seconds.
 EW2581
 EW2581.The orthometric height was determined by differential leveling
 EW2581.and adjusted in September 2004.
 EW2581.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2581.distribution rate of 0.0 thru 1.0 mm/km.
 EW2581.The height was derived from older observations constrained to new
 EW2581.heights in a crustal motion area.  The height is approximate in
 EW2581.relation to other heights in its vicinity.
 EW2581
 EW2581.The geoid height was determined by GEOID03.
 EW2581
 EW2581.The dynamic height is computed by dividing the NAVD 88
 EW2581.geopotential number by the normal gravity value computed on the
 EW2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2581.degrees latitude (g = 980.6199 gals.).
 EW2581
 EW2581.The modeled gravity was interpolated from observed gravity values.
 EW2581
 EW2581;                    North         East    Units  Estimated Accuracy
 EW2581;SPC CA 5     -   589,910.    1,960,060.      MT  (+/- 180 meters Scaled)
 EW2581
 EW2581                          SUPERSEDED SURVEY CONTROL
 EW2581
 EW2581  NGVD 29 (??/??/92)  398.369  (m)         1306.98   (f) ADJ UNCH    1 1
 EW2581
 EW2581.Superseded values are not recommended for survey control.
 EW2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2581.See file dsdata.txt to determine how the superseded data were derived.
 EW2581
 EW2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680974(NAD 83)
 EW2581_MARKER: DD = SURVEY DISK
 EW2581_SETTING: 0 = UNSPECIFIED SETTING
 EW2581_STAMPING: RESET 1970
 EW2581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2581
 EW2581  HISTORY     - Date     Condition        Report By
 EW2581  HISTORY     - 1970     MONUMENTED       CA1980
 EW2581  HISTORY     - 1971     GOOD             CA1980
 EW2581
 EW2581                          STATION DESCRIPTION
 EW2581
 EW2581'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2581'IN SYLMAR SQUARE.
 EW2581'STANDARD SURVEY DISC MONUMENT ON THE CENTER LINE OF FOOTHILL
 EW2581'BOULEVARD, 745.11 FEET NORTH OF THE CENTER LINE OF SAYRE STREET.
 EW2581'NOTE-- MONUMENT WAS RESET IN 1970, AS A HORIZONTAL CONTROL
 EW2581'POINT.  DESIGNATED AS BENCH MARK NO. 03-00915 IN 1970.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2583 ***********************************************************************
 EW2583  DESIGNATION -  03 00945 C OF LA
 EW2583  PID         -  EW2583
 EW2583  STATE/COUNTY-  CA/LOS ANGELES
 EW2583  USGS QUAD   -  SAN FERNANDO (1988)
 EW2583
 EW2583                         *CURRENT SURVEY CONTROL
 EW2583  ___________________________________________________________________
 EW2583* NAD 83(1986)-  34 18 46.     (N)    118 26 14.     (W)     SCALED    
 EW2583* NAVD 88     -       404.233  (meters)    1326.22   (feet)  READJUSTED
 EW2583  ___________________________________________________________________
 EW2583  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW2583  DYNAMIC HT  -         403.780 (meters)    1324.73  (feet)  COMP
 EW2583  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 EW2583
 EW2583  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2583
 EW2583.The horizontal coordinates were scaled from a topographic map and have
 EW2583.an estimated accuracy of +/- 6 seconds.
 EW2583
 EW2583.The orthometric height was determined by differential leveling
 EW2583.and adjusted in September 2004.
 EW2583.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2583.distribution rate of 0.0 thru 1.0 mm/km.
 EW2583.The height was derived from older observations constrained to new
 EW2583.heights in a crustal motion area.  The height is approximate in
 EW2583.relation to other heights in its vicinity.
 EW2583
 EW2583.The geoid height was determined by GEOID03.
 EW2583
 EW2583.The dynamic height is computed by dividing the NAVD 88
 EW2583.geopotential number by the normal gravity value computed on the
 EW2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2583.degrees latitude (g = 980.6199 gals.).
 EW2583
 EW2583.The modeled gravity was interpolated from observed gravity values.
 EW2583
 EW2583;                    North         East    Units  Estimated Accuracy
 EW2583;SPC CA 5     -   590,250.    1,959,760.      MT  (+/- 180 meters Scaled)
 EW2583
 EW2583                          SUPERSEDED SURVEY CONTROL
 EW2583
 EW2583  NGVD 29 (??/??/92)  403.177  (m)         1322.76   (f) ADJ UNCH    1 1
 EW2583
 EW2583.Superseded values are not recommended for survey control.
 EW2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2583.See file dsdata.txt to determine how the superseded data were derived.
 EW2583
 EW2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT677977(NAD 83)
 EW2583_MARKER: DD = SURVEY DISK
 EW2583_SETTING: 0 = UNSPECIFIED SETTING
 EW2583_STAMPING: RESET 1970
 EW2583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2583
 EW2583  HISTORY     - Date     Condition        Report By
 EW2583  HISTORY     - 1970     MONUMENTED       CA1980
 EW2583  HISTORY     - 1971     GOOD             CA1980
 EW2583  HISTORY     - 1971     GOOD             CA1980
 EW2583
 EW2583                          STATION DESCRIPTION
 EW2583
 EW2583'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2583'IN SYLMAR SQUARE.
 EW2583'STANDARD SURVEY DISC MONUMENT ON THE CENTER LINE OF FOOTHILL
 EW2583'BOULEVARD, 742.99 FEET NORTH OF THE CENTER LINE OF ASTORIA
 EW2583'STREET.  NOTE-- MONUMENT WAS RESET IN 1970, AT A HORIZONTAL
 EW2583'CONTROL POINT.  DESIGNATED AS BENCH MARK NO. 03-00945 IN 1970.
 EW2583
 EW2583                          STATION RECOVERY (1971)
 EW2583
 EW2583'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2584 ***********************************************************************
 EW2584  DESIGNATION -  03 00962 C OF LA
 EW2584  PID         -  EW2584
 EW2584  STATE/COUNTY-  CA/LOS ANGELES
 EW2584  USGS QUAD   -  SAN FERNANDO (1988)
 EW2584
 EW2584                         *CURRENT SURVEY CONTROL
 EW2584  ___________________________________________________________________
 EW2584* NAD 83(1986)-  34 18 56.     (N)    118 26 27.     (W)     SCALED    
 EW2584* NAVD 88     -       408.497  (meters)    1340.21   (feet)  READJUSTED
 EW2584  ___________________________________________________________________
 EW2584  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EW2584  DYNAMIC HT  -         408.040 (meters)    1338.71  (feet)  COMP
 EW2584  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 EW2584
 EW2584  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2584
 EW2584.The horizontal coordinates were scaled from a topographic map and have
 EW2584.an estimated accuracy of +/- 6 seconds.
 EW2584
 EW2584.The orthometric height was determined by differential leveling
 EW2584.and adjusted in September 2004.
 EW2584.The height was derived from older observations constrained to new
 EW2584.heights in a crustal motion area.  The height is approximate in
 EW2584.relation to other heights in its vicinity.
 EW2584
 EW2584.The geoid height was determined by GEOID03.
 EW2584
 EW2584.The dynamic height is computed by dividing the NAVD 88
 EW2584.geopotential number by the normal gravity value computed on the
 EW2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2584.degrees latitude (g = 980.6199 gals.).
 EW2584
 EW2584.The modeled gravity was interpolated from observed gravity values.
 EW2584
 EW2584;                    North         East    Units  Estimated Accuracy
 EW2584;SPC CA 5     -   590,550.    1,959,430.      MT  (+/- 180 meters Scaled)
 EW2584
 EW2584                          SUPERSEDED SURVEY CONTROL
 EW2584
 EW2584  NGVD 29 (??/??/92)  407.440  (m)         1336.74   (f) ADJ UNCH    1 1
 EW2584
 EW2584.Superseded values are not recommended for survey control.
 EW2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2584.See file dsdata.txt to determine how the superseded data were derived.
 EW2584
 EW2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT674980(NAD 83)
 EW2584_MARKER: DD = SURVEY DISK
 EW2584_SETTING: 0 = UNSPECIFIED SETTING
 EW2584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2584
 EW2584  HISTORY     - Date     Condition        Report By
 EW2584  HISTORY     - UNK      MONUMENTED       CA1980
 EW2584  HISTORY     - 1968     GOOD             CA1980
 EW2584  HISTORY     - 1971     GOOD             CA1980
 EW2584
 EW2584                          STATION DESCRIPTION
 EW2584
 EW2584'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2584'IN LOS ANGELES.
 EW2584'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2584'FOOTHILL BOULEVARD AND POLK STREET.
 EW2584
 EW2584                          STATION RECOVERY (1971)
 EW2584
 EW2584'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2532 ***********************************************************************
 EW2532  DESIGNATION -  03 00995 C OF LA
 EW2532  PID         -  EW2532
 EW2532  STATE/COUNTY-  CA/LOS ANGELES
 EW2532  USGS QUAD   -  SAN FERNANDO (1988)
 EW2532
 EW2532                         *CURRENT SURVEY CONTROL
 EW2532  ___________________________________________________________________
 EW2532* NAD 83(1986)-  34 19 15.     (N)    118 26 51.     (W)     SCALED    
 EW2532* NAVD 88     -       422.018  (meters)    1384.57   (feet)  READJUSTED
 EW2532  ___________________________________________________________________
 EW2532  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW2532  DYNAMIC HT  -         421.550 (meters)    1383.04  (feet)  COMP
 EW2532  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 EW2532
 EW2532  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2532
 EW2532.The horizontal coordinates were scaled from a topographic map and have
 EW2532.an estimated accuracy of +/- 6 seconds.
 EW2532
 EW2532.The orthometric height was determined by differential leveling
 EW2532.and adjusted in September 2004.
 EW2532.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2532.distribution rate of 1.1 thru 2.0 mm/km.
 EW2532.The height was derived from older observations constrained to new
 EW2532.heights in a crustal motion area.  The height is approximate in
 EW2532.relation to other heights in its vicinity.
 EW2532
 EW2532.The geoid height was determined by GEOID03.
 EW2532
 EW2532.The dynamic height is computed by dividing the NAVD 88
 EW2532.geopotential number by the normal gravity value computed on the
 EW2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2532.degrees latitude (g = 980.6199 gals.).
 EW2532
 EW2532.The modeled gravity was interpolated from observed gravity values.
 EW2532
 EW2532;                    North         East    Units  Estimated Accuracy
 EW2532;SPC CA 5     -   591,140.    1,958,820.      MT  (+/- 180 meters Scaled)
 EW2532
 EW2532                          SUPERSEDED SURVEY CONTROL
 EW2532
 EW2532  NGVD 29 (??/??/92)  420.949  (m)         1381.06   (f) ADJ UNCH    1 1
 EW2532
 EW2532.Superseded values are not recommended for survey control.
 EW2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2532.See file dsdata.txt to determine how the superseded data were derived.
 EW2532
 EW2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT668986(NAD 83)
 EW2532_MARKER: DD = SURVEY DISK
 EW2532_SETTING: 0 = UNSPECIFIED SETTING
 EW2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2532
 EW2532  HISTORY     - Date     Condition        Report By
 EW2532  HISTORY     - UNK      MONUMENTED       CA1980
 EW2532  HISTORY     - 1968     GOOD             CA1980
 EW2532  HISTORY     - 1971     GOOD             CA1980
 EW2532
 EW2532                          STATION DESCRIPTION
 EW2532
 EW2532'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2532'IN LOS ANGELES.
 EW2532'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF BLEDSOE STREET,
 EW2532'80 FEET SOUTHWEST OF THE CENTER LINE OF FOOTHILL BOULEVARD.
 EW2532
 EW2532                          STATION RECOVERY (1971)
 EW2532
 EW2532'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2587 ***********************************************************************
 EW2587  DESIGNATION -  03 01018 C OF LA
 EW2587  PID         -  EW2587
 EW2587  STATE/COUNTY-  CA/LOS ANGELES
 EW2587  USGS QUAD   -  SAN FERNANDO (1988)
 EW2587
 EW2587                         *CURRENT SURVEY CONTROL
 EW2587  ___________________________________________________________________
 EW2587* NAD 83(1986)-  34 19 23.     (N)    118 27 06.     (W)     SCALED    
 EW2587* NAVD 88     -       427.558  (meters)    1402.75   (feet)  READJUSTED
 EW2587  ___________________________________________________________________
 EW2587  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW2587  DYNAMIC HT  -         427.080 (meters)    1401.18  (feet)  COMP
 EW2587  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 EW2587
 EW2587  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2587
 EW2587.The horizontal coordinates were scaled from a topographic map and have
 EW2587.an estimated accuracy of +/- 6 seconds.
 EW2587
 EW2587.The orthometric height was determined by differential leveling
 EW2587.and adjusted in September 2004.
 EW2587.The height was derived from older observations constrained to new
 EW2587.heights in a crustal motion area.  The height is approximate in
 EW2587.relation to other heights in its vicinity.
 EW2587
 EW2587.The geoid height was determined by GEOID03.
 EW2587
 EW2587.The dynamic height is computed by dividing the NAVD 88
 EW2587.geopotential number by the normal gravity value computed on the
 EW2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2587.degrees latitude (g = 980.6199 gals.).
 EW2587
 EW2587.The modeled gravity was interpolated from observed gravity values.
 EW2587
 EW2587;                    North         East    Units  Estimated Accuracy
 EW2587;SPC CA 5     -   591,390.    1,958,430.      MT  (+/- 180 meters Scaled)
 EW2587
 EW2587                          SUPERSEDED SURVEY CONTROL
 EW2587
 EW2587  NGVD 29 (??/??/92)  426.485  (m)         1399.23   (f) ADJ UNCH    1 1
 EW2587
 EW2587.Superseded values are not recommended for survey control.
 EW2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2587.See file dsdata.txt to determine how the superseded data were derived.
 EW2587
 EW2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664989(NAD 83)
 EW2587_MARKER: S = SPIKE
 EW2587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2587_SP_SET: CURB
 EW2587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2587
 EW2587  HISTORY     - Date     Condition        Report By
 EW2587  HISTORY     - UNK      MONUMENTED       CA1980
 EW2587  HISTORY     - 1971     GOOD             CA1980
 EW2587
 EW2587                          STATION DESCRIPTION
 EW2587
 EW2587'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2587'IN SYLMAR SQUARE.
 EW2587'SQUARE SPIKE IN THE NORTHEAST CURB OF FOOTHILL BOULEVARD, 47 FEET
 EW2587'SOUTHEAST OF THE PRODUCTION, FROM THE SOUTHWEST, OF THE CENTER
 EW2587'LINE OF COBALT STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2588 ***********************************************************************
 EW2588  DESIGNATION -  03 01019 C OF LA
 EW2588  PID         -  EW2588
 EW2588  STATE/COUNTY-  CA/LOS ANGELES
 EW2588  USGS QUAD   -  SAN FERNANDO (1988)
 EW2588
 EW2588                         *CURRENT SURVEY CONTROL
 EW2588  ___________________________________________________________________
 EW2588* NAD 83(1986)-  34 19 22.     (N)    118 27 06.     (W)     SCALED    
 EW2588* NAVD 88     -       427.484  (meters)    1402.50   (feet)  READJUSTED
 EW2588  ___________________________________________________________________
 EW2588  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW2588  DYNAMIC HT  -         427.010 (meters)    1400.95  (feet)  COMP
 EW2588  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 EW2588
 EW2588  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2588
 EW2588.The horizontal coordinates were scaled from a topographic map and have
 EW2588.an estimated accuracy of +/- 6 seconds.
 EW2588
 EW2588.The orthometric height was determined by differential leveling
 EW2588.and adjusted in September 2004.
 EW2588.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2588.distribution rate of 0.0 thru 1.0 mm/km.
 EW2588.The height was derived from older observations constrained to new
 EW2588.heights in a crustal motion area.  The height is approximate in
 EW2588.relation to other heights in its vicinity.
 EW2588
 EW2588.The geoid height was determined by GEOID03.
 EW2588
 EW2588.The dynamic height is computed by dividing the NAVD 88
 EW2588.geopotential number by the normal gravity value computed on the
 EW2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2588.degrees latitude (g = 980.6199 gals.).
 EW2588
 EW2588.The modeled gravity was interpolated from observed gravity values.
 EW2588
 EW2588;                    North         East    Units  Estimated Accuracy
 EW2588;SPC CA 5     -   591,360.    1,958,430.      MT  (+/- 180 meters Scaled)
 EW2588
 EW2588                          SUPERSEDED SURVEY CONTROL
 EW2588
 EW2588  NGVD 29 (??/??/92)  426.413  (m)         1398.99   (f) ADJ UNCH    1 1
 EW2588
 EW2588.Superseded values are not recommended for survey control.
 EW2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2588.See file dsdata.txt to determine how the superseded data were derived.
 EW2588
 EW2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664989(NAD 83)
 EW2588_MARKER: DD = SURVEY DISK
 EW2588_SETTING: 0 = UNSPECIFIED SETTING
 EW2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2588
 EW2588  HISTORY     - Date     Condition        Report By
 EW2588  HISTORY     - UNK      MONUMENTED       CADH
 EW2588  HISTORY     - 1971     GOOD             CA1980
 EW2588
 EW2588                          STATION DESCRIPTION
 EW2588
 EW2588'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2588'AT OLIVE VIEW.
 EW2588'STATE OF CALIFORNIA SURVEY MONUMENT ON THE CENTER LINE OF
 EW2588'FOOTHILL BOULEVARD, AT THE END OF A CURVE NORTHWEST OF BLEDSOE
 EW2588'STREET, 30 FEET SOUTHEAST OF THE NORTHEASTERLY PRODUCTION OF
 EW2588'THE CENTER LINE OF COBALT STREET, 28 FEET NORTHWEST OF A POINT
 EW2588'OPPOSITE POWER POLE NO. 330001M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2589 ***********************************************************************
 EW2589  DESIGNATION -  03 01055 C OF LA
 EW2589  PID         -  EW2589
 EW2589  STATE/COUNTY-  CA/LOS ANGELES
 EW2589  USGS QUAD   -  SAN FERNANDO (1988)
 EW2589
 EW2589                         *CURRENT SURVEY CONTROL
 EW2589  ___________________________________________________________________
 EW2589* NAD 83(1986)-  34 19 23.     (N)    118 27 13.     (W)     SCALED    
 EW2589* NAVD 88     -       424.612  (meters)    1393.08   (feet)  READJUSTED
 EW2589  ___________________________________________________________________
 EW2589  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EW2589  DYNAMIC HT  -         424.140 (meters)    1391.53  (feet)  COMP
 EW2589  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 EW2589
 EW2589  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2589
 EW2589.The horizontal coordinates were scaled from a topographic map and have
 EW2589.an estimated accuracy of +/- 6 seconds.
 EW2589
 EW2589.The orthometric height was determined by differential leveling
 EW2589.and adjusted in September 2004.
 EW2589.The height was derived from older observations constrained to new
 EW2589.heights in a crustal motion area.  The height is approximate in
 EW2589.relation to other heights in its vicinity.
 EW2589
 EW2589.The geoid height was determined by GEOID03.
 EW2589
 EW2589.The dynamic height is computed by dividing the NAVD 88
 EW2589.geopotential number by the normal gravity value computed on the
 EW2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2589.degrees latitude (g = 980.6199 gals.).
 EW2589
 EW2589.The modeled gravity was interpolated from observed gravity values.
 EW2589
 EW2589;                    North         East    Units  Estimated Accuracy
 EW2589;SPC CA 5     -   591,390.    1,958,260.      MT  (+/- 180 meters Scaled)
 EW2589
 EW2589                          SUPERSEDED SURVEY CONTROL
 EW2589
 EW2589  NGVD 29 (??/??/92)  423.538  (m)         1389.56   (f) ADJ UNCH    1 1
 EW2589
 EW2589.Superseded values are not recommended for survey control.
 EW2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2589.See file dsdata.txt to determine how the superseded data were derived.
 EW2589
 EW2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT662989(NAD 83)
 EW2589_MARKER: DD = SURVEY DISK
 EW2589_SETTING: 0 = UNSPECIFIED SETTING
 EW2589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2589
 EW2589  HISTORY     - Date     Condition        Report By
 EW2589  HISTORY     - UNK      MONUMENTED       CADH
 EW2589  HISTORY     - 1971     GOOD             CA1980
 EW2589
 EW2589                          STATION DESCRIPTION
 EW2589
 EW2589'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2589'AT OLIVE VIEW.
 EW2589'STATE OF CALIFORNIA SURVEY MONUMENT ON THE CENTER LINE OF
 EW2589'FOOTHILL BOULEVARD, AT THE END OF CURVE THAT IS 70 FEET WEST OF
 EW2589'THE CENTER LINE OF BROMONT AVENUE, 27 FEET WEST OF A POINT
 EW2589'OPPOSITE POWER POLE NO. 214001M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2590 ***********************************************************************
 EW2590  DESIGNATION -  03 01063 C OF LA
 EW2590  PID         -  EW2590
 EW2590  STATE/COUNTY-  CA/LOS ANGELES
 EW2590  USGS QUAD   -  SAN FERNANDO (1988)
 EW2590
 EW2590                         *CURRENT SURVEY CONTROL
 EW2590  ___________________________________________________________________
 EW2590* NAD 83(1986)-  34 19 24.     (N)    118 27 21.     (W)     SCALED    
 EW2590* NAVD 88     -       428.234  (meters)    1404.96   (feet)  READJUSTED
 EW2590  ___________________________________________________________________
 EW2590  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EW2590  DYNAMIC HT  -         427.760 (meters)    1403.41  (feet)  COMP
 EW2590  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 EW2590
 EW2590  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2590
 EW2590.The horizontal coordinates were scaled from a topographic map and have
 EW2590.an estimated accuracy of +/- 6 seconds.
 EW2590
 EW2590.The orthometric height was determined by differential leveling
 EW2590.and adjusted in September 2004.
 EW2590.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2590.distribution rate of 1.1 thru 2.0 mm/km.
 EW2590.The height was derived from older observations constrained to new
 EW2590.heights in a crustal motion area.  The height is approximate in
 EW2590.relation to other heights in its vicinity.
 EW2590
 EW2590.The geoid height was determined by GEOID03.
 EW2590
 EW2590.The dynamic height is computed by dividing the NAVD 88
 EW2590.geopotential number by the normal gravity value computed on the
 EW2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2590.degrees latitude (g = 980.6199 gals.).
 EW2590
 EW2590.The modeled gravity was interpolated from observed gravity values.
 EW2590
 EW2590;                    North         East    Units  Estimated Accuracy
 EW2590;SPC CA 5     -   591,420.    1,958,050.      MT  (+/- 180 meters Scaled)
 EW2590
 EW2590                          SUPERSEDED SURVEY CONTROL
 EW2590
 EW2590  NGVD 29 (??/??/92)  427.157  (m)         1401.43   (f) ADJ UNCH    1 1
 EW2590
 EW2590.Superseded values are not recommended for survey control.
 EW2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2590.See file dsdata.txt to determine how the superseded data were derived.
 EW2590
 EW2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT660989(NAD 83)
 EW2590_MARKER: DD = SURVEY DISK
 EW2590_SETTING: 0 = UNSPECIFIED SETTING
 EW2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2590
 EW2590  HISTORY     - Date     Condition        Report By
 EW2590  HISTORY     - UNK      MONUMENTED       CADH
 EW2590  HISTORY     - 1971     GOOD             CA1980
 EW2590
 EW2590                          STATION DESCRIPTION
 EW2590
 EW2590'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2590'AT OLIVE VIEW.
 EW2590'STATE OF CALIFORNIA SURVEY MONUMENT ON THE CENTER LINE OF
 EW2590'FOOTHILL BOULEVARD, AT THE BEGINNING OF CURVE THAT IS 2.9 FEET
 EW2590'WEST OF THE CENTER LINE OF DRONFIELD PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2591 ***********************************************************************
 EW2591  DESIGNATION -  03 01111 C OF LA
 EW2591  PID         -  EW2591
 EW2591  STATE/COUNTY-  CA/LOS ANGELES
 EW2591  USGS QUAD   -  SAN FERNANDO (1988)
 EW2591
 EW2591                         *CURRENT SURVEY CONTROL
 EW2591  ___________________________________________________________________
 EW2591* NAD 83(1986)-  34 19 21.     (N)    118 27 35.     (W)     SCALED    
 EW2591* NAVD 88     -       422.633  (meters)    1386.59   (feet)  READJUSTED
 EW2591  ___________________________________________________________________
 EW2591  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EW2591  DYNAMIC HT  -         422.160 (meters)    1385.04  (feet)  COMP
 EW2591  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 EW2591
 EW2591  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2591
 EW2591.The horizontal coordinates were scaled from a topographic map and have
 EW2591.an estimated accuracy of +/- 6 seconds.
 EW2591
 EW2591.The orthometric height was determined by differential leveling
 EW2591.and adjusted in September 2004.
 EW2591.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2591.distribution rate of 1.1 thru 2.0 mm/km.
 EW2591.The height was derived from older observations constrained to new
 EW2591.heights in a crustal motion area.  The height is approximate in
 EW2591.relation to other heights in its vicinity.
 EW2591
 EW2591.The geoid height was determined by GEOID03.
 EW2591
 EW2591.The dynamic height is computed by dividing the NAVD 88
 EW2591.geopotential number by the normal gravity value computed on the
 EW2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2591.degrees latitude (g = 980.6199 gals.).
 EW2591
 EW2591.The modeled gravity was interpolated from observed gravity values.
 EW2591
 EW2591;                    North         East    Units  Estimated Accuracy
 EW2591;SPC CA 5     -   591,330.    1,957,690.      MT  (+/- 180 meters Scaled)
 EW2591
 EW2591                          SUPERSEDED SURVEY CONTROL
 EW2591
 EW2591  NGVD 29 (??/??/92)  421.554  (m)         1383.05   (f) ADJ UNCH    1 1
 EW2591
 EW2591.Superseded values are not recommended for survey control.
 EW2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2591.See file dsdata.txt to determine how the superseded data were derived.
 EW2591
 EW2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT657988(NAD 83)
 EW2591_MARKER: DD = SURVEY DISK
 EW2591_SETTING: 0 = UNSPECIFIED SETTING
 EW2591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2591
 EW2591  HISTORY     - Date     Condition        Report By
 EW2591  HISTORY     - UNK      MONUMENTED       CADH
 EW2591  HISTORY     - 1971     GOOD             CA1980
 EW2591
 EW2591                          STATION DESCRIPTION
 EW2591
 EW2591'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2591'AT OLIVE VIEW.
 EW2591'STATE OF CALIFORNIA SURVEY MONUMENT ON THE CENTER LINE
 EW2591'INTERSECTION OF FOOTHILL BOULEVARD AND ROXFORD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2473 ***********************************************************************
 EW2473  DESIGNATION -  03 01685
 EW2473  PID         -  EW2473
 EW2473  STATE/COUNTY-  CA/LOS ANGELES
 EW2473  USGS QUAD   -  SAN FERNANDO (1988)
 EW2473
 EW2473                         *CURRENT SURVEY CONTROL
 EW2473  ___________________________________________________________________
 EW2473* NAD 83(1986)-  34 15 07.     (N)    118 24 26.     (W)     SCALED    
 EW2473* NAVD 88     -       287.523  (meters)     943.32   (feet)  ADJUSTED  
 EW2473  ___________________________________________________________________
 EW2473  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2473  DYNAMIC HT  -         287.210 (meters)     942.29  (feet)  COMP
 EW2473  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 EW2473
 EW2473  VERT ORDER  -  FIRST     CLASS I
 EW2473
 EW2473.The horizontal coordinates were scaled from a topographic map and have
 EW2473.an estimated accuracy of +/- 6 seconds.
 EW2473
 EW2473.The orthometric height was determined by differential leveling
 EW2473.and adjusted in June 1995.
 EW2473.WARNING-Repeat measurements at this control monument indicate possible
 EW2473.vertical movement.
 EW2473
 EW2473.The geoid height was determined by GEOID03.
 EW2473
 EW2473.The dynamic height is computed by dividing the NAVD 88
 EW2473.geopotential number by the normal gravity value computed on the
 EW2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2473.degrees latitude (g = 980.6199 gals.).
 EW2473
 EW2473.The modeled gravity was interpolated from observed gravity values.
 EW2473
 EW2473;                    North         East    Units  Estimated Accuracy
 EW2473;SPC CA 5     -   583,490.    1,962,490.      MT  (+/- 180 meters Scaled)
 EW2473
 EW2473                          SUPERSEDED SURVEY CONTROL
 EW2473
 EW2473  NAVD 88 (06/15/91)  287.513  (m)          943.28   (f) UNKNOWN     1 1
 EW2473  NGVD 29 (??/??/92)  286.710  (m)          940.65   (f) ADJ UNCH    1 1
 EW2473
 EW2473.Superseded values are not recommended for survey control.
 EW2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2473.See file dsdata.txt to determine how the superseded data were derived.
 EW2473
 EW2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704909(NAD 83)
 EW2473_MARKER: S = SPIKE
 EW2473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2473_SP_SET: CURB
 EW2473_MARK LOGO: NONE  
 EW2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2473+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW2473
 EW2473  HISTORY     - Date     Condition        Report By
 EW2473  HISTORY     - UNK      MONUMENTED       CA1980
 EW2473  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2473  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2473  HISTORY     - 1978     GOOD             NGS
 EW2473  HISTORY     - 1983     GOOD             USGS
 EW2473  HISTORY     - 1984     GOOD             NGS
 EW2473  HISTORY     - 1985     GOOD             NGS
 EW2473  HISTORY     - 1986     GOOD             NGS
 EW2473  HISTORY     - 1987     GOOD             NGS
 EW2473  HISTORY     - 19940714 GOOD             NGS
 EW2473  HISTORY     - 20010511 GOOD             NGS
 EW2473
 EW2473                          STATION DESCRIPTION
 EW2473
 EW2473'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2473'IN LOS ANGELES.
 EW2473'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 1 FOOT
 EW2473'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF BROMWICH
 EW2473'STREET.
 EW2473
 EW2473                          STATION RECOVERY (1971)
 EW2473
 EW2473'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2473'RECOVERED AS DESCRIBED.
 EW2473
 EW2473                          STATION RECOVERY (1978)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2473'RECOVERED IN GOOD CONDITION.
 EW2473
 EW2473                          STATION RECOVERY (1983)
 EW2473
 EW2473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2473'RECOVERED IN GOOD CONDITION.
 EW2473
 EW2473                          STATION RECOVERY (1984)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2473'RECOVERED IN GOOD CONDITION.
 EW2473
 EW2473                          STATION RECOVERY (1985)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2473'RECOVERED IN GOOD CONDITION.
 EW2473
 EW2473                          STATION RECOVERY (1986)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2473'RECOVERED IN GOOD CONDITION.
 EW2473
 EW2473                          STATION RECOVERY (1987)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2473'RECOVERED IN GOOD CONDITION.
 EW2473
 EW2473                          STATION RECOVERY (1994)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2473'IN LOS ANGELES, AT THE INTERSECTION OF SAN FERNANDO ROAD AND BROMWICH
 EW2473'STREET, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE ROAD, 15.0 M
 EW2473'(49.2 FT) NORTHWEST OF THE CENTER OF THE STREET, 9.2 M (30.2 FT)
 EW2473'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 0.4 M (1.3 FT)
 EW2473'NORTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTHWEST OF THE
 EW2473'SOUTHEAST END OF THE BEGINNING OF THE CURB RETURN NORTHWEST.
 EW2473
 EW2473                          STATION RECOVERY (2001)
 EW2473
 EW2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2473'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2474 ***********************************************************************
 EW2474  DESIGNATION -  03 01687 C OF LA
 EW2474  PID         -  EW2474
 EW2474  STATE/COUNTY-  CA/LOS ANGELES
 EW2474  USGS QUAD   -  SAN FERNANDO (1988)
 EW2474
 EW2474                         *CURRENT SURVEY CONTROL
 EW2474  ___________________________________________________________________
 EW2474* NAD 83(1986)-  34 15 07.     (N)    118 24 25.     (W)     SCALED    
 EW2474* NAVD 88     -       287.58   (+/-2cm)     943.5    (feet)  VERTCON   
 EW2474  ___________________________________________________________________
 EW2474  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2474  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2474
 EW2474.The horizontal coordinates were scaled from a topographic map and have
 EW2474.an estimated accuracy of +/- 6 seconds.
 EW2474
 EW2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2474.The vertical order pertains to the NGVD 29 superseded value.
 EW2474
 EW2474.The geoid height was determined by GEOID03.
 EW2474
 EW2474;                    North         East    Units  Estimated Accuracy
 EW2474;SPC CA 5     -   583,490.    1,962,520.      MT  (+/- 180 meters Scaled)
 EW2474
 EW2474                          SUPERSEDED SURVEY CONTROL
 EW2474
 EW2474  NGVD 29 (??/??/92)  286.783  (m)          940.89   (f) ADJ UNCH    1 1
 EW2474
 EW2474.Superseded values are not recommended for survey control.
 EW2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2474.See file dsdata.txt to determine how the superseded data were derived.
 EW2474
 EW2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704909(NAD 83)
 EW2474_MARKER: S = SPIKE
 EW2474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2474_SP_SET: CURB
 EW2474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2474
 EW2474  HISTORY     - Date     Condition        Report By
 EW2474  HISTORY     - UNK      MONUMENTED       CA1980
 EW2474  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2474  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2474
 EW2474                          STATION DESCRIPTION
 EW2474
 EW2474'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2474'IN LOS ANGELES.
 EW2474'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 59.8 FEET
 EW2474'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF BROMWICH
 EW2474'STREET.
 EW2474
 EW2474                          STATION RECOVERY (1971)
 EW2474
 EW2474'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2474'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2465 ***********************************************************************
 EW2465  DESIGNATION -  03 01755 C OF LA
 EW2465  PID         -  EW2465
 EW2465  STATE/COUNTY-  CA/LOS ANGELES
 EW2465  USGS QUAD   -  SAN FERNANDO (1988)
 EW2465
 EW2465                         *CURRENT SURVEY CONTROL
 EW2465  ___________________________________________________________________
 EW2465* NAD 83(1986)-  34 15 21.     (N)    118 24 41.     (W)     SCALED    
 EW2465* NAVD 88     -       294.254  (meters)     965.40   (feet)  READJUSTED
 EW2465  ___________________________________________________________________
 EW2465  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2465  DYNAMIC HT  -         293.930 (meters)     964.34  (feet)  COMP
 EW2465  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 EW2465
 EW2465  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2465
 EW2465.The horizontal coordinates were scaled from a topographic map and have
 EW2465.an estimated accuracy of +/- 6 seconds.
 EW2465
 EW2465.The orthometric height was determined by differential leveling
 EW2465.and adjusted in February 1993.
 EW2465.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2465.distribution rate of 1.1 thru 2.0 mm/km.
 EW2465.The height was derived from older observations constrained to new
 EW2465.heights in a crustal motion area.  The height is approximate in
 EW2465.relation to other heights in its vicinity.
 EW2465
 EW2465.The geoid height was determined by GEOID03.
 EW2465
 EW2465.The dynamic height is computed by dividing the NAVD 88
 EW2465.geopotential number by the normal gravity value computed on the
 EW2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2465.degrees latitude (g = 980.6199 gals.).
 EW2465
 EW2465.The modeled gravity was interpolated from observed gravity values.
 EW2465
 EW2465;                    North         East    Units  Estimated Accuracy
 EW2465;SPC CA 5     -   583,920.    1,962,110.      MT  (+/- 180 meters Scaled)
 EW2465
 EW2465                          SUPERSEDED SURVEY CONTROL
 EW2465
 EW2465  NGVD 29 (??/??/92)  293.451  (m)          962.76   (f) ADJ UNCH    1 1
 EW2465
 EW2465.Superseded values are not recommended for survey control.
 EW2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2465.See file dsdata.txt to determine how the superseded data were derived.
 EW2465
 EW2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT700914(NAD 83)
 EW2465_MARKER: S = SPIKE
 EW2465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2465_SP_SET: CURB
 EW2465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2465
 EW2465  HISTORY     - Date     Condition        Report By
 EW2465  HISTORY     - UNK      MONUMENTED       CA1980
 EW2465  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2465  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2465  HISTORY     - 1978     GOOD             NGS
 EW2465
 EW2465                          STATION DESCRIPTION
 EW2465
 EW2465'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2465'IN LOS ANGELES.
 EW2465'WIRE SPIKE IN THE NORTHWEST CURB OF KAMLOOPS STREET, 5 FEET
 EW2465'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF SAN
 EW2465'FERNANDO ROAD.
 EW2465
 EW2465                          STATION RECOVERY (1971)
 EW2465
 EW2465'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2465'RECOVERED AS DESCRIBED.
 EW2465
 EW2465                          STATION RECOVERY (1978)
 EW2465
 EW2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2466 ***********************************************************************
 EW2466  DESIGNATION -  03 01770 C OF LA
 EW2466  PID         -  EW2466
 EW2466  STATE/COUNTY-  CA/LOS ANGELES
 EW2466  USGS QUAD   -  SAN FERNANDO (1988)
 EW2466
 EW2466                         *CURRENT SURVEY CONTROL
 EW2466  ___________________________________________________________________
 EW2466* NAD 83(1986)-  34 15 26.     (N)    118 24 45.     (W)     SCALED    
 EW2466* NAVD 88     -       296.80   (+/-2cm)     973.8    (feet)  VERTCON   
 EW2466  ___________________________________________________________________
 EW2466  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2466  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2466
 EW2466.The horizontal coordinates were scaled from a topographic map and have
 EW2466.an estimated accuracy of +/- 6 seconds.
 EW2466
 EW2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2466.The vertical order pertains to the NGVD 29 superseded value.
 EW2466
 EW2466.The geoid height was determined by GEOID03.
 EW2466
 EW2466;                    North         East    Units  Estimated Accuracy
 EW2466;SPC CA 5     -   584,070.    1,962,010.      MT  (+/- 180 meters Scaled)
 EW2466
 EW2466                          SUPERSEDED SURVEY CONTROL
 EW2466
 EW2466  NGVD 29 (??/??/92)  296.007  (m)          971.15   (f) ADJ UNCH    1 1
 EW2466
 EW2466.Superseded values are not recommended for survey control.
 EW2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2466.See file dsdata.txt to determine how the superseded data were derived.
 EW2466
 EW2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT699915(NAD 83)
 EW2466_MARKER: S = SPIKE
 EW2466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2466_SP_SET: CURB
 EW2466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2466
 EW2466  HISTORY     - Date     Condition        Report By
 EW2466  HISTORY     - UNK      MONUMENTED       CA1980
 EW2466  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2466  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2466
 EW2466                          STATION DESCRIPTION
 EW2466
 EW2466'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2466'IN LOS ANGELES.
 EW2466'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2466'ROADWAY, 6 FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN
 EW2466'SOUTHEAST OF KAGEL CANYON STREET.
 EW2466
 EW2466                          STATION RECOVERY (1971)
 EW2466
 EW2466'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2469 ***********************************************************************
 EW2469  DESIGNATION -  03 01860 C OF LA
 EW2469  PID         -  EW2469
 EW2469  STATE/COUNTY-  CA/LOS ANGELES
 EW2469  USGS QUAD   -  SAN FERNANDO (1988)
 EW2469
 EW2469                         *CURRENT SURVEY CONTROL
 EW2469  ___________________________________________________________________
 EW2469* NAD 83(1986)-  34 15 36.     (N)    118 24 55.     (W)     SCALED    
 EW2469* NAVD 88     -       301.85   (+/-2cm)     990.3    (feet)  VERTCON   
 EW2469  ___________________________________________________________________
 EW2469  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW2469  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2469
 EW2469.The horizontal coordinates were scaled from a topographic map and have
 EW2469.an estimated accuracy of +/- 6 seconds.
 EW2469
 EW2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2469.The vertical order pertains to the NGVD 29 superseded value.
 EW2469
 EW2469.The geoid height was determined by GEOID03.
 EW2469
 EW2469;                    North         East    Units  Estimated Accuracy
 EW2469;SPC CA 5     -   584,380.    1,961,750.      MT  (+/- 180 meters Scaled)
 EW2469
 EW2469                          SUPERSEDED SURVEY CONTROL
 EW2469
 EW2469  NGVD 29 (??/??/92)  301.049  (m)          987.69   (f) ADJ UNCH    1 1
 EW2469
 EW2469.Superseded values are not recommended for survey control.
 EW2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2469.See file dsdata.txt to determine how the superseded data were derived.
 EW2469
 EW2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT696918(NAD 83)
 EW2469_MARKER: DD = SURVEY DISK
 EW2469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2469_SP_SET: CURB
 EW2469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2469
 EW2469  HISTORY     - Date     Condition        Report By
 EW2469  HISTORY     - UNK      MONUMENTED       CA1980
 EW2469  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2469  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2469
 EW2469                          STATION DESCRIPTION
 EW2469
 EW2469'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2469'IN LOS ANGELES.
 EW2469'STANDARD SURVEY MONUMENT IN THE SOUTHERN PACIFIC RAILROAD RIGHT
 EW2469'OF WAY NORTHEAST OF AND PARALLEL TO SAN FERNANDO ROAD, SOUTHWEST
 EW2469'ROADWAY, ON THE NORTHEASTERLY PRODUCTION OF THE CENTER LINE
 EW2469'OF TERRA BELLA STREET, 40.00 FEET NORTHEAST OF THE CENTER LINE
 EW2469'OF, AND 7.7 FEET NORTHEAST OF A TACK IN LEAD IN THE NORTHEAST
 EW2469'CURB OF SAN FERNANDO ROAD, SOUTHWEST ROADWAY.
 EW2469
 EW2469                          STATION RECOVERY (1971)
 EW2469
 EW2469'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2478 ***********************************************************************
 EW2478  DESIGNATION -  03 01890 C OF LA
 EW2478  PID         -  EW2478
 EW2478  STATE/COUNTY-  CA/LOS ANGELES
 EW2478  USGS QUAD   -  SAN FERNANDO (1988)
 EW2478
 EW2478                         *CURRENT SURVEY CONTROL
 EW2478  ___________________________________________________________________
 EW2478* NAD 83(1986)-  34 15 47.     (N)    118 25 07.     (W)     SCALED    
 EW2478* NAVD 88     -       305.24   (+/-2cm)    1001.4    (feet)  VERTCON   
 EW2478  ___________________________________________________________________
 EW2478  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW2478  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2478
 EW2478.The horizontal coordinates were scaled from a topographic map and have
 EW2478.an estimated accuracy of +/- 6 seconds.
 EW2478
 EW2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2478.The vertical order pertains to the NGVD 29 superseded value.
 EW2478
 EW2478.The geoid height was determined by GEOID03.
 EW2478
 EW2478;                    North         East    Units  Estimated Accuracy
 EW2478;SPC CA 5     -   584,720.    1,961,450.      MT  (+/- 180 meters Scaled)
 EW2478
 EW2478                          SUPERSEDED SURVEY CONTROL
 EW2478
 EW2478  NGVD 29 (??/??/92)  304.441  (m)          998.82   (f) ADJ UNCH    1 1
 EW2478
 EW2478.Superseded values are not recommended for survey control.
 EW2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2478.See file dsdata.txt to determine how the superseded data were derived.
 EW2478
 EW2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT693922(NAD 83)
 EW2478_MARKER: S = SPIKE
 EW2478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2478_SP_SET: CURB
 EW2478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2478
 EW2478  HISTORY     - Date     Condition        Report By
 EW2478  HISTORY     - UNK      MONUMENTED       CA1980
 EW2478  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2478  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2478
 EW2478                          STATION DESCRIPTION
 EW2478
 EW2478'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2478'IN LOS ANGELES.
 EW2478'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 75 FEET
 EW2478'SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF PIERCE
 EW2478'STREET.
 EW2478
 EW2478                          STATION RECOVERY (1971)
 EW2478
 EW2478'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2482 ***********************************************************************
 EW2482  DESIGNATION -  03 01980
 EW2482  PID         -  EW2482
 EW2482  STATE/COUNTY-  CA/LOS ANGELES
 EW2482  USGS QUAD   -  SAN FERNANDO (1988)
 EW2482
 EW2482                         *CURRENT SURVEY CONTROL
 EW2482  ___________________________________________________________________
 EW2482* NAD 83(1986)-  34 15 58.     (N)    118 25 21.     (W)     SCALED    
 EW2482* NAVD 88     -       309.349  (meters)    1014.92   (feet)  ADJUSTED  
 EW2482  ___________________________________________________________________
 EW2482  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW2482  DYNAMIC HT  -         309.010 (meters)    1013.81  (feet)  COMP
 EW2482  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 EW2482
 EW2482  VERT ORDER  -  FIRST     CLASS I
 EW2482
 EW2482.The horizontal coordinates were scaled from a topographic map and have
 EW2482.an estimated accuracy of +/- 6 seconds.
 EW2482
 EW2482.The orthometric height was determined by differential leveling
 EW2482.and adjusted in June 1995.
 EW2482
 EW2482.The geoid height was determined by GEOID03.
 EW2482
 EW2482.The dynamic height is computed by dividing the NAVD 88
 EW2482.geopotential number by the normal gravity value computed on the
 EW2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2482.degrees latitude (g = 980.6199 gals.).
 EW2482
 EW2482.The modeled gravity was interpolated from observed gravity values.
 EW2482
 EW2482;                    North         East    Units  Estimated Accuracy
 EW2482;SPC CA 5     -   585,060.    1,961,090.      MT  (+/- 180 meters Scaled)
 EW2482
 EW2482                          SUPERSEDED SURVEY CONTROL
 EW2482
 EW2482  NGVD 29 (??/??/92)  308.213  (m)         1011.20   (f) ADJ UNCH    1 1
 EW2482
 EW2482.Superseded values are not recommended for survey control.
 EW2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2482.See file dsdata.txt to determine how the superseded data were derived.
 EW2482
 EW2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT690925(NAD 83)
 EW2482_MARKER: S = SPIKE
 EW2482_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2482_SP_SET: CURB
 EW2482_MARK LOGO: CA-037
 EW2482_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2482+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2482
 EW2482  HISTORY     - Date     Condition        Report By
 EW2482  HISTORY     - UNK      MONUMENTED       CA1980
 EW2482  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2482  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2482  HISTORY     - 19940718 GOOD             NGS
 EW2482  HISTORY     - 20010511 GOOD             NGS
 EW2482
 EW2482                          STATION DESCRIPTION
 EW2482
 EW2482'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2482'IN LOS ANGELES.
 EW2482'WIRE SPIKE IN THE NORTHWEST CURB OF VAN NUYS BOULEVARD, 10 FEET
 EW2482'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF SAN
 EW2482'FERNANDO ROAD.
 EW2482
 EW2482                          STATION RECOVERY (1971)
 EW2482
 EW2482'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2482'RECOVERED AS DESCRIBED.
 EW2482
 EW2482                          STATION RECOVERY (1994)
 EW2482
 EW2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2482'IN PACOIMA, AT THE INTERSECTION OF SAN FERNANDO ROAD AND VAN NUYS
 EW2482'BOULEVARD, A SPIKE IN THE NORTHWEST CONCRETE CURB OF THE BOULEVARD,
 EW2482'17.2 M (56.4 FT) SOUTHWEST OF THE SOUTH-EASTBOUND LANES OF THE ROAD,
 EW2482'6.4 M (21.0 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW2482'SOUTH-WESTBOUND LANES OF THE BOULEVARD, AND 0.4 M (1.3 FT) SOUTH OF A
 EW2482'UTILITY POLE.
 EW2482
 EW2482                          STATION RECOVERY (2001)
 EW2482
 EW2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2482'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2493 ***********************************************************************
 EW2493  DESIGNATION -  03 02010 C OF LA
 EW2493  PID         -  EW2493
 EW2493  STATE/COUNTY-  CA/LOS ANGELES
 EW2493  USGS QUAD   -  SAN FERNANDO (1988)
 EW2493
 EW2493                         *CURRENT SURVEY CONTROL
 EW2493  ___________________________________________________________________
 EW2493* NAD 83(1986)-  34 16 09.     (N)    118 25 30.     (W)     SCALED    
 EW2493* NAVD 88     -       312.03   (+/-2cm)    1023.7    (feet)  VERTCON   
 EW2493  ___________________________________________________________________
 EW2493  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW2493  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2493
 EW2493.The horizontal coordinates were scaled from a topographic map and have
 EW2493.an estimated accuracy of +/- 6 seconds.
 EW2493
 EW2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2493.The vertical order pertains to the NGVD 29 superseded value.
 EW2493
 EW2493.The geoid height was determined by GEOID03.
 EW2493
 EW2493;                    North         East    Units  Estimated Accuracy
 EW2493;SPC CA 5     -   585,400.    1,960,860.      MT  (+/- 180 meters Scaled)
 EW2493
 EW2493                          SUPERSEDED SURVEY CONTROL
 EW2493
 EW2493  NGVD 29 (??/??/92)  311.228  (m)         1021.09   (f) ADJ UNCH    1 1
 EW2493
 EW2493.Superseded values are not recommended for survey control.
 EW2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2493.See file dsdata.txt to determine how the superseded data were derived.
 EW2493
 EW2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688929(NAD 83)
 EW2493_MARKER: DD = SURVEY DISK
 EW2493_SETTING: 0 = UNSPECIFIED SETTING
 EW2493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2493
 EW2493  HISTORY     - Date     Condition        Report By
 EW2493  HISTORY     - UNK      MONUMENTED       CA1980
 EW2493  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2493  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2493
 EW2493                          STATION DESCRIPTION
 EW2493
 EW2493'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2493'IN LOS ANGELES.
 EW2493'STANDARD SURVEY MONUMENT, ON THE CENTER LINE OF FILMORE STREET,
 EW2493'7 FEET SOUTHWEST OF THE PROLONGATION OF THE SOUTHWEST CURB LINE
 EW2493'OF SAN FERNANDO ROAD.
 EW2493
 EW2493                          STATION RECOVERY (1971)
 EW2493
 EW2493'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2493'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2494 ***********************************************************************
 EW2494  DESIGNATION -  03 02040 C OF LA
 EW2494  PID         -  EW2494
 EW2494  STATE/COUNTY-  CA/LOS ANGELES
 EW2494  USGS QUAD   -  SAN FERNANDO (1988)
 EW2494
 EW2494                         *CURRENT SURVEY CONTROL
 EW2494  ___________________________________________________________________
 EW2494* NAD 83(1986)-  34 16 09.     (N)    118 25 30.     (W)     SCALED    
 EW2494* NAVD 88     -       312.07   (+/-2cm)    1023.8    (feet)  VERTCON   
 EW2494  ___________________________________________________________________
 EW2494  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW2494  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2494
 EW2494.The horizontal coordinates were scaled from a topographic map and have
 EW2494.an estimated accuracy of +/- 6 seconds.
 EW2494
 EW2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2494.The vertical order pertains to the NGVD 29 superseded value.
 EW2494
 EW2494.The geoid height was determined by GEOID03.
 EW2494
 EW2494;                    North         East    Units  Estimated Accuracy
 EW2494;SPC CA 5     -   585,400.    1,960,860.      MT  (+/- 180 meters Scaled)
 EW2494
 EW2494                          SUPERSEDED SURVEY CONTROL
 EW2494
 EW2494  NGVD 29 (??/??/92)  311.267  (m)         1021.22   (f) ADJ UNCH    1 1
 EW2494
 EW2494.Superseded values are not recommended for survey control.
 EW2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2494.See file dsdata.txt to determine how the superseded data were derived.
 EW2494
 EW2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688929(NAD 83)
 EW2494_MARKER: DD = SURVEY DISK
 EW2494_SETTING: 0 = UNSPECIFIED SETTING
 EW2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2494
 EW2494  HISTORY     - Date     Condition        Report By
 EW2494  HISTORY     - UNK      MONUMENTED       CA1980
 EW2494  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2494  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2494
 EW2494                          STATION DESCRIPTION
 EW2494
 EW2494'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2494'IN LOS ANGELES.
 EW2494'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF FILMORE STREET,
 EW2494'8 FEET NORTHEAST OF THE PROLONGATION OF THE NORTHEAST CURB
 EW2494'LINE OF SAN FERNANDO ROAD.
 EW2494
 EW2494                          STATION RECOVERY (1971)
 EW2494
 EW2494'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2494'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2483 ***********************************************************************
 EW2483  DESIGNATION -  03 02070 C OF LA
 EW2483  PID         -  EW2483
 EW2483  STATE/COUNTY-  CA/LOS ANGELES
 EW2483  USGS QUAD   -  SAN FERNANDO (1988)
 EW2483
 EW2483                         *CURRENT SURVEY CONTROL
 EW2483  ___________________________________________________________________
 EW2483* NAD 83(1986)-  34 16 13.     (N)    118 25 35.     (W)     SCALED    
 EW2483* NAVD 88     -       313.85   (+/-2cm)    1029.7    (feet)  VERTCON   
 EW2483  ___________________________________________________________________
 EW2483  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW2483  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2483
 EW2483.The horizontal coordinates were scaled from a topographic map and have
 EW2483.an estimated accuracy of +/- 6 seconds.
 EW2483
 EW2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2483.The vertical order pertains to the NGVD 29 superseded value.
 EW2483
 EW2483.The geoid height was determined by GEOID03.
 EW2483
 EW2483;                    North         East    Units  Estimated Accuracy
 EW2483;SPC CA 5     -   585,530.    1,960,740.      MT  (+/- 180 meters Scaled)
 EW2483
 EW2483                          SUPERSEDED SURVEY CONTROL
 EW2483
 EW2483  NGVD 29 (??/??/92)  313.046  (m)         1027.05   (f) ADJ UNCH    1 1
 EW2483
 EW2483.Superseded values are not recommended for survey control.
 EW2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2483.See file dsdata.txt to determine how the superseded data were derived.
 EW2483
 EW2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT686930(NAD 83)
 EW2483_MARKER: S = SPIKE
 EW2483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2483_SP_SET: CURB
 EW2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2483
 EW2483  HISTORY     - Date     Condition        Report By
 EW2483  HISTORY     - UNK      MONUMENTED       CA1980
 EW2483  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2483  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2483
 EW2483                          STATION DESCRIPTION
 EW2483
 EW2483'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2483'IN LOS ANGELES.
 EW2483'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 27.5
 EW2483'FEET NORTHWEST OF THE CENTER LINE PRODUCTION, FROM THE SOUTHWEST,
 EW2483'OF WEIDNER STREET.
 EW2483
 EW2483                          STATION RECOVERY (1971)
 EW2483
 EW2483'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2483'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2484 ***********************************************************************
 EW2484  DESIGNATION -  03 02125 C OF LA
 EW2484  PID         -  EW2484
 EW2484  STATE/COUNTY-  CA/LOS ANGELES
 EW2484  USGS QUAD   -  SAN FERNANDO (1988)
 EW2484
 EW2484                         *CURRENT SURVEY CONTROL
 EW2484  ___________________________________________________________________
 EW2484* NAD 83(1986)-  34 16 30.     (N)    118 25 51.     (W)     SCALED    
 EW2484* NAVD 88     -       317.60   (+/-2cm)    1042.0    (feet)  VERTCON   
 EW2484  ___________________________________________________________________
 EW2484  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2484  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2484
 EW2484.The horizontal coordinates were scaled from a topographic map and have
 EW2484.an estimated accuracy of +/- 6 seconds.
 EW2484
 EW2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2484.The vertical order pertains to the NGVD 29 superseded value.
 EW2484
 EW2484.The geoid height was determined by GEOID03.
 EW2484
 EW2484;                    North         East    Units  Estimated Accuracy
 EW2484;SPC CA 5     -   586,050.    1,960,330.      MT  (+/- 180 meters Scaled)
 EW2484
 EW2484                          SUPERSEDED SURVEY CONTROL
 EW2484
 EW2484  NGVD 29 (??/??/92)  316.800  (m)         1039.37   (f) ADJ UNCH    1 1
 EW2484
 EW2484.Superseded values are not recommended for survey control.
 EW2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2484.See file dsdata.txt to determine how the superseded data were derived.
 EW2484
 EW2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT682935(NAD 83)
 EW2484_MARKER: S = SPIKE
 EW2484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2484_SP_SET: CURB
 EW2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2484
 EW2484  HISTORY     - Date     Condition        Report By
 EW2484  HISTORY     - UNK      MONUMENTED       CA1980
 EW2484  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2484  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2484
 EW2484                          STATION DESCRIPTION
 EW2484
 EW2484'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2484'IN LOS ANGELES.
 EW2484'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 3 FEET
 EW2484'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST TO DESMOND
 EW2484'STREET.
 EW2484
 EW2484                          STATION RECOVERY (1971)
 EW2484
 EW2484'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2484'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2488 ***********************************************************************
 EW2488  DESIGNATION -  03 02190 C OF LA
 EW2488  PID         -  EW2488
 EW2488  STATE/COUNTY-  CA/LOS ANGELES
 EW2488  USGS QUAD   -  SAN FERNANDO (1988)
 EW2488
 EW2488                         *CURRENT SURVEY CONTROL
 EW2488  ___________________________________________________________________
 EW2488* NAD 83(1986)-  34 16 37.     (N)    118 26 01.     (W)     SCALED    
 EW2488* NAVD 88     -       321.25   (+/-2cm)    1054.0    (feet)  VERTCON   
 EW2488  ___________________________________________________________________
 EW2488  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2488  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2488
 EW2488.The horizontal coordinates were scaled from a topographic map and have
 EW2488.an estimated accuracy of +/- 6 seconds.
 EW2488
 EW2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2488.The vertical order pertains to the NGVD 29 superseded value.
 EW2488
 EW2488.The geoid height was determined by GEOID03.
 EW2488
 EW2488;                    North         East    Units  Estimated Accuracy
 EW2488;SPC CA 5     -   586,270.    1,960,070.      MT  (+/- 180 meters Scaled)
 EW2488
 EW2488                          SUPERSEDED SURVEY CONTROL
 EW2488
 EW2488  NGVD 29 (??/??/92)  320.445  (m)         1051.33   (f) ADJ UNCH    1 1
 EW2488
 EW2488.Superseded values are not recommended for survey control.
 EW2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2488.See file dsdata.txt to determine how the superseded data were derived.
 EW2488
 EW2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680937(NAD 83)
 EW2488_MARKER: S = SPIKE
 EW2488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2488_SP_SET: CURB
 EW2488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2488
 EW2488  HISTORY     - Date     Condition        Report By
 EW2488  HISTORY     - UNK      MONUMENTED       CA1980
 EW2488  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2488  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2488
 EW2488                          STATION DESCRIPTION
 EW2488
 EW2488'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2488'IN LOS ANGELES.
 EW2488'WIRE SPIKE IN SOUTHWEST CURB OF SAN FERNANDO ROAD, OVER CENTER
 EW2488'PIER OF THE CALIFORNIA DEPARTMENT OF HIGHWAYS BRIDGE NO. 53-381
 EW2488'OVER PACOIMA WASH, 0.18 OF A MILE NORTHWEST OF VAUGHN STREET.
 EW2488
 EW2488                          STATION RECOVERY (1971)
 EW2488
 EW2488'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2488'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2516 ***********************************************************************
 EW2516  DESIGNATION -  03 02220 C OF LA
 EW2516  PID         -  EW2516
 EW2516  STATE/COUNTY-  CA/LOS ANGELES
 EW2516  USGS QUAD   -  SAN FERNANDO (1988)
 EW2516
 EW2516                         *CURRENT SURVEY CONTROL
 EW2516  ___________________________________________________________________
 EW2516* NAD 83(1986)-  34 16 47.     (N)    118 26 17.     (W)     SCALED    
 EW2516* NAVD 88     -       322.05   (+/-2cm)    1056.6    (feet)  VERTCON   
 EW2516  ___________________________________________________________________
 EW2516  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2516  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2516
 EW2516.The horizontal coordinates were scaled from a topographic map and have
 EW2516.an estimated accuracy of +/- 6 seconds.
 EW2516
 EW2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2516.The vertical order pertains to the NGVD 29 superseded value.
 EW2516
 EW2516.The geoid height was determined by GEOID03.
 EW2516
 EW2516;                    North         East    Units  Estimated Accuracy
 EW2516;SPC CA 5     -   586,580.    1,959,670.      MT  (+/- 180 meters Scaled)
 EW2516
 EW2516                          SUPERSEDED SURVEY CONTROL
 EW2516
 EW2516  NGVD 29 (??/??/92)  321.245  (m)         1053.95   (f) ADJ UNCH    1 1
 EW2516
 EW2516.Superseded values are not recommended for survey control.
 EW2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2516.See file dsdata.txt to determine how the superseded data were derived.
 EW2516
 EW2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT676941(NAD 83)
 EW2516_MARKER: S = SPIKE
 EW2516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2516_SP_SET: CURB
 EW2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2516
 EW2516  HISTORY     - Date     Condition        Report By
 EW2516  HISTORY     - UNK      MONUMENTED       CA1980
 EW2516  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2516  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2516
 EW2516                          STATION DESCRIPTION
 EW2516
 EW2516'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2516'IN SAN FERNANDO.
 EW2516'SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 2.5 FEET
 EW2516'NORTHWEST OF THE NORTHWEST PROPERTY LINE OF WOLFSKILL STREET.
 EW2516
 EW2516                          STATION RECOVERY (1971)
 EW2516
 EW2516'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2516'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2508 ***********************************************************************
 EW2508  DESIGNATION -  03 02340 C OF LA
 EW2508  PID         -  EW2508
 EW2508  STATE/COUNTY-  CA/LOS ANGELES
 EW2508  USGS QUAD   -  SAN FERNANDO (1988)
 EW2508
 EW2508                         *CURRENT SURVEY CONTROL
 EW2508  ___________________________________________________________________
 EW2508* NAD 83(1986)-  34 17 11.     (N)    118 26 42.     (W)     SCALED    
 EW2508* NAVD 88     -       329.30   (+/-2cm)    1080.4    (feet)  VERTCON   
 EW2508  ___________________________________________________________________
 EW2508  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EW2508  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2508
 EW2508.The horizontal coordinates were scaled from a topographic map and have
 EW2508.an estimated accuracy of +/- 6 seconds.
 EW2508
 EW2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2508.The vertical order pertains to the NGVD 29 superseded value.
 EW2508
 EW2508.The geoid height was determined by GEOID03.
 EW2508
 EW2508;                    North         East    Units  Estimated Accuracy
 EW2508;SPC CA 5     -   587,320.    1,959,030.      MT  (+/- 180 meters Scaled)
 EW2508
 EW2508                          SUPERSEDED SURVEY CONTROL
 EW2508
 EW2508  NGVD 29 (??/??/92)  328.497  (m)         1077.74   (f) ADJ UNCH    1 1
 EW2508
 EW2508.Superseded values are not recommended for survey control.
 EW2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2508.See file dsdata.txt to determine how the superseded data were derived.
 EW2508
 EW2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT670948(NAD 83)
 EW2508_MARKER: S = SPIKE
 EW2508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2508_SP_SET: CURB
 EW2508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2508
 EW2508  HISTORY     - Date     Condition        Report By
 EW2508  HISTORY     - UNK      MONUMENTED       CA1980
 EW2508  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2508  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2508
 EW2508                          STATION DESCRIPTION
 EW2508
 EW2508'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2508'IN SAN FERNANDO.
 EW2508'WIRE SPIKE IN THE NORTHEAST CURB OF TRUMAN STREET (FORMERLY THE
 EW2508'NORTHEAST ROADWAY OF SAN FERNANDO ROAD), 25 FEET NORTHWEST OF
 EW2508'THE BEGINNING OF CURB RETURN NORTHWEST OF WORKMAN STREET, IN THE
 EW2508'TOP OF A CATCH BASIN, AT THE NORTHWEST END.
 EW2508
 EW2508                          STATION RECOVERY (1971)
 EW2508
 EW2508'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2490 ***********************************************************************
 EW2490  DESIGNATION -  03 02370 C OF LA
 EW2490  PID         -  EW2490
 EW2490  STATE/COUNTY-  CA/LOS ANGELES
 EW2490  USGS QUAD   -  SAN FERNANDO (1988)
 EW2490
 EW2490                         *CURRENT SURVEY CONTROL
 EW2490  ___________________________________________________________________
 EW2490* NAD 83(1986)-  34 17 22.     (N)    118 26 53.     (W)     SCALED    
 EW2490* NAVD 88     -       331.95   (+/-2cm)    1089.1    (feet)  VERTCON   
 EW2490  ___________________________________________________________________
 EW2490  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW2490  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2490
 EW2490.The horizontal coordinates were scaled from a topographic map and have
 EW2490.an estimated accuracy of +/- 6 seconds.
 EW2490
 EW2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2490.The vertical order pertains to the NGVD 29 superseded value.
 EW2490
 EW2490.The geoid height was determined by GEOID03.
 EW2490
 EW2490;                    North         East    Units  Estimated Accuracy
 EW2490;SPC CA 5     -   587,660.    1,958,750.      MT  (+/- 180 meters Scaled)
 EW2490
 EW2490                          SUPERSEDED SURVEY CONTROL
 EW2490
 EW2490  NGVD 29 (??/??/92)  331.147  (m)         1086.44   (f) ADJ UNCH    1 1
 EW2490
 EW2490.Superseded values are not recommended for survey control.
 EW2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2490.See file dsdata.txt to determine how the superseded data were derived.
 EW2490
 EW2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667951(NAD 83)
 EW2490_MARKER: S = SPIKE
 EW2490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2490_SP_SET: CATCH BASIN
 EW2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2490
 EW2490  HISTORY     - Date     Condition        Report By
 EW2490  HISTORY     - UNK      MONUMENTED       CA1980
 EW2490  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2490  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2490
 EW2490                          STATION DESCRIPTION
 EW2490
 EW2490'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2490'IN SAN FERNANDO.
 EW2490'WIRE SPIKE IN THE NORTHEAST CURB OF TRUMAN STREET, 47 FEET
 EW2490'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF LAZARD
 EW2490'STREET, IN THE TOP OF A CATCH BASIN, AT THE NORTHWEST END.
 EW2490
 EW2490                          STATION RECOVERY (1971)
 EW2490
 EW2490'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2490'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2509 ***********************************************************************
 EW2509  DESIGNATION -  03 02410 C OF LA
 EW2509  PID         -  EW2509
 EW2509  STATE/COUNTY-  CA/LOS ANGELES
 EW2509  USGS QUAD   -  SAN FERNANDO (1988)
 EW2509
 EW2509                         *CURRENT SURVEY CONTROL
 EW2509  ___________________________________________________________________
 EW2509* NAD 83(1986)-  34 17 27.     (N)    118 26 55.     (W)     SCALED    
 EW2509* NAVD 88     -       335.60   (+/-2cm)    1101.0    (feet)  VERTCON   
 EW2509  ___________________________________________________________________
 EW2509  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EW2509  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2509
 EW2509.The horizontal coordinates were scaled from a topographic map and have
 EW2509.an estimated accuracy of +/- 6 seconds.
 EW2509
 EW2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2509.The vertical order pertains to the NGVD 29 superseded value.
 EW2509
 EW2509.The geoid height was determined by GEOID03.
 EW2509
 EW2509;                    North         East    Units  Estimated Accuracy
 EW2509;SPC CA 5     -   587,820.    1,958,700.      MT  (+/- 180 meters Scaled)
 EW2509
 EW2509                          SUPERSEDED SURVEY CONTROL
 EW2509
 EW2509  NGVD 29 (??/??/92)  334.798  (m)         1098.42   (f) ADJ UNCH    1 2
 EW2509
 EW2509.Superseded values are not recommended for survey control.
 EW2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2509.See file dsdata.txt to determine how the superseded data were derived.
 EW2509
 EW2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT666953(NAD 83)
 EW2509_MARKER: S = SPIKE
 EW2509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2509_SP_SET: CATCH BASIN
 EW2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2509
 EW2509  HISTORY     - Date     Condition        Report By
 EW2509  HISTORY     - UNK      MONUMENTED       CA1980
 EW2509  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2509
 EW2509                          STATION DESCRIPTION
 EW2509
 EW2509'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2509'IN LOS ANGELES.
 EW2509'SQUARE SPIKE IN THE NORTHWEST CURB OF HUBBARD STREET, 3 FEET
 EW2509'NORTHEAST OF THE BEGINNING OF CURB RETURN NORTHEAST OF TRUMAN
 EW2509'STREET, IN THE TOP OF A CATCH BASIN AT THE SOUTHWEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2518 ***********************************************************************
 EW2518  DESIGNATION -  03 02429 C OF LA
 EW2518  PID         -  EW2518
 EW2518  STATE/COUNTY-  CA/LOS ANGELES
 EW2518  USGS QUAD   -  SAN FERNANDO (1988)
 EW2518
 EW2518                         *CURRENT SURVEY CONTROL
 EW2518  ___________________________________________________________________
 EW2518* NAD 83(1986)-  34 17 27.     (N)    118 26 58.     (W)     SCALED    
 EW2518* NAVD 88     -       334.67   (+/-2cm)    1098.0    (feet)  VERTCON   
 EW2518  ___________________________________________________________________
 EW2518  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW2518  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2518
 EW2518.The horizontal coordinates were scaled from a topographic map and have
 EW2518.an estimated accuracy of +/- 6 seconds.
 EW2518
 EW2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2518.The vertical order pertains to the NGVD 29 superseded value.
 EW2518
 EW2518.The geoid height was determined by GEOID03.
 EW2518
 EW2518;                    North         East    Units  Estimated Accuracy
 EW2518;SPC CA 5     -   587,820.    1,958,620.      MT  (+/- 180 meters Scaled)
 EW2518
 EW2518                          SUPERSEDED SURVEY CONTROL
 EW2518
 EW2518  NGVD 29 (??/??/92)  333.866  (m)         1095.36   (f) ADJ UNCH    1 1
 EW2518
 EW2518.Superseded values are not recommended for survey control.
 EW2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2518.See file dsdata.txt to determine how the superseded data were derived.
 EW2518
 EW2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT666953(NAD 83)
 EW2518_MARKER: S = SPIKE
 EW2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2518_SP_SET: CURB
 EW2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2518
 EW2518  HISTORY     - Date     Condition        Report By
 EW2518  HISTORY     - UNK      MONUMENTED       CA1980
 EW2518  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2518  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2518
 EW2518                          STATION DESCRIPTION
 EW2518
 EW2518'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2518'IN SAN FERNANDO.
 EW2518'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 11 FEET
 EW2518'NORTHWEST OF THE NORTHWEST PROPERTY LINE OF HUBBARD AVENUE.
 EW2518
 EW2518                          STATION RECOVERY (1971)
 EW2518
 EW2518'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2511 ***********************************************************************
 EW2511  DESIGNATION -  03 02440 C OF LA
 EW2511  PID         -  EW2511
 EW2511  STATE/COUNTY-  CA/LOS ANGELES
 EW2511  USGS QUAD   -  SAN FERNANDO (1988)
 EW2511
 EW2511                         *CURRENT SURVEY CONTROL
 EW2511  ___________________________________________________________________
 EW2511* NAD 83(1986)-  34 17 33.     (N)    118 27 05.     (W)     SCALED    
 EW2511* NAVD 88     -       339.06   (+/-2cm)    1112.4    (feet)  VERTCON   
 EW2511  ___________________________________________________________________
 EW2511  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EW2511  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2511
 EW2511.The horizontal coordinates were scaled from a topographic map and have
 EW2511.an estimated accuracy of +/- 6 seconds.
 EW2511
 EW2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2511.The vertical order pertains to the NGVD 29 superseded value.
 EW2511
 EW2511.The geoid height was determined by GEOID03.
 EW2511
 EW2511;                    North         East    Units  Estimated Accuracy
 EW2511;SPC CA 5     -   588,000.    1,958,440.      MT  (+/- 180 meters Scaled)
 EW2511
 EW2511                          SUPERSEDED SURVEY CONTROL
 EW2511
 EW2511  NGVD 29 (??/??/92)  338.256  (m)         1109.76   (f) ADJ UNCH    1 1
 EW2511
 EW2511.Superseded values are not recommended for survey control.
 EW2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2511.See file dsdata.txt to determine how the superseded data were derived.
 EW2511
 EW2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664955(NAD 83)
 EW2511_MARKER: S = SPIKE
 EW2511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2511_SP_SET: CURB
 EW2511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2511
 EW2511  HISTORY     - Date     Condition        Report By
 EW2511  HISTORY     - UNK      MONUMENTED       CA1980
 EW2511  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2511  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2511
 EW2511                          STATION DESCRIPTION
 EW2511
 EW2511'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2511'IN LOS ANGELES.
 EW2511'WIRE SPIKE IN THE SOUTHEAST CURB OF BLEEKER STREET, 2 FEET
 EW2511'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF SAN
 EW2511'FERNANDO ROAD.
 EW2511
 EW2511                          STATION RECOVERY (1971)
 EW2511
 EW2511'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2511'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2523 ***********************************************************************
 EW2523  DESIGNATION -  03 02450
 EW2523  PID         -  EW2523
 EW2523  STATE/COUNTY-  CA/LOS ANGELES
 EW2523  USGS QUAD   -  SAN FERNANDO (1988)
 EW2523
 EW2523                         *CURRENT SURVEY CONTROL
 EW2523  ___________________________________________________________________
 EW2523* NAD 83(1986)-  34 17 47.     (N)    118 27 19.     (W)     SCALED    
 EW2523* NAVD 88     -       351.304  (meters)    1152.57   (feet)  ADJUSTED  
 EW2523  ___________________________________________________________________
 EW2523  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EW2523  DYNAMIC HT  -         350.914 (meters)    1151.29  (feet)  COMP
 EW2523  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 EW2523
 EW2523  VERT ORDER  -  FIRST     CLASS I
 EW2523
 EW2523.The horizontal coordinates were scaled from a topographic map and have
 EW2523.an estimated accuracy of +/- 6 seconds.
 EW2523
 EW2523.The orthometric height was determined by differential leveling
 EW2523.and adjusted in June 1995.
 EW2523
 EW2523.The geoid height was determined by GEOID03.
 EW2523
 EW2523.The dynamic height is computed by dividing the NAVD 88
 EW2523.geopotential number by the normal gravity value computed on the
 EW2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2523.degrees latitude (g = 980.6199 gals.).
 EW2523
 EW2523.The modeled gravity was interpolated from observed gravity values.
 EW2523
 EW2523;                    North         East    Units  Estimated Accuracy
 EW2523;SPC CA 5     -   588,430.    1,958,090.      MT  (+/- 180 meters Scaled)
 EW2523
 EW2523                          SUPERSEDED SURVEY CONTROL
 EW2523
 EW2523  NAVD 88 (06/15/91)  351.106  (m)         1151.92   (f) UNKNOWN     1 1
 EW2523  NGVD 29 (??/??/92)  350.296  (m)         1149.26   (f) ADJ UNCH    1 1
 EW2523
 EW2523.Superseded values are not recommended for survey control.
 EW2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2523.See file dsdata.txt to determine how the superseded data were derived.
 EW2523
 EW2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT660959(NAD 83)
 EW2523_MARKER: S = SPIKE
 EW2523_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2523_SP_SET: CURB
 EW2523_MARK LOGO: NONE  
 EW2523_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2523+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW2523
 EW2523  HISTORY     - Date     Condition        Report By
 EW2523  HISTORY     - UNK      MONUMENTED       CA1980
 EW2523  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2523  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2523  HISTORY     - 1978     GOOD             NGS
 EW2523  HISTORY     - 1983     GOOD             USGS
 EW2523  HISTORY     - 1984     GOOD             NGS
 EW2523  HISTORY     - 1985     GOOD             NGS
 EW2523  HISTORY     - 1986     GOOD             NGS
 EW2523  HISTORY     - 1987     GOOD             NGS
 EW2523  HISTORY     - 19940714 GOOD             NGS
 EW2523  HISTORY     - 20010511 GOOD             NGS
 EW2523
 EW2523                          STATION DESCRIPTION
 EW2523
 EW2523'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2523'IN LOS ANGELES.
 EW2523'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2523'ROADWAY, 1 FOOT SOUTHEAST OF THE NORTHEASTERLY PROLONGATION OF
 EW2523'THE SOUTHEAST CURB LINE OF ASTORIA STREET FROM THE SOUTHWEST.
 EW2523
 EW2523                          STATION RECOVERY (1971)
 EW2523
 EW2523'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2523'RECOVERED AS DESCRIBED.
 EW2523
 EW2523                          STATION RECOVERY (1978)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2523'RECOVERED IN GOOD CONDITION.
 EW2523
 EW2523                          STATION RECOVERY (1983)
 EW2523
 EW2523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2523'RECOVERED IN GOOD CONDITION.
 EW2523
 EW2523                          STATION RECOVERY (1984)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2523'RECOVERED IN GOOD CONDITION.
 EW2523
 EW2523                          STATION RECOVERY (1985)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2523'RECOVERED IN GOOD CONDITION.
 EW2523
 EW2523                          STATION RECOVERY (1986)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2523'RECOVERED IN GOOD CONDITION.
 EW2523
 EW2523                          STATION RECOVERY (1987)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2523'RECOVERED IN GOOD CONDITION.
 EW2523
 EW2523                          STATION RECOVERY (1994)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2523'IN SYLMAR, AT THE INTERSECTION OF SAN FERNANDO ROAD AND ASTORIA
 EW2523'STREET, A SPIKE IN THE NORTHEAST CONCRETE CURB OF THE ROAD, 8.0 M
 EW2523'(26.2 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.8 M
 EW2523'(19.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE STREET, AND 1.4 M
 EW2523'(4.6 FT) SOUTH OF A SIGNAL LIGHT POLE.
 EW2523
 EW2523                          STATION RECOVERY (2001)
 EW2523
 EW2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2523'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2526 ***********************************************************************
 EW2526  DESIGNATION -  03 02490 C OF LA
 EW2526  PID         -  EW2526
 EW2526  STATE/COUNTY-  CA/LOS ANGELES
 EW2526  USGS QUAD   -  SAN FERNANDO (1988)
 EW2526
 EW2526                         *CURRENT SURVEY CONTROL
 EW2526  ___________________________________________________________________
 EW2526* NAD 83(1986)-  34 17 57.     (N)    118 27 31.     (W)     SCALED    
 EW2526* NAVD 88     -       355.54   (+/-2cm)    1166.5    (feet)  VERTCON   
 EW2526  ___________________________________________________________________
 EW2526  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW2526  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2526
 EW2526.The horizontal coordinates were scaled from a topographic map and have
 EW2526.an estimated accuracy of +/- 6 seconds.
 EW2526
 EW2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2526.The vertical order pertains to the NGVD 29 superseded value.
 EW2526
 EW2526.The geoid height was determined by GEOID03.
 EW2526
 EW2526;                    North         East    Units  Estimated Accuracy
 EW2526;SPC CA 5     -   588,740.    1,957,780.      MT  (+/- 180 meters Scaled)
 EW2526
 EW2526                          SUPERSEDED SURVEY CONTROL
 EW2526
 EW2526  NGVD 29 (??/??/92)  354.731  (m)         1163.81   (f) ADJ UNCH    1 1
 EW2526
 EW2526.Superseded values are not recommended for survey control.
 EW2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2526.See file dsdata.txt to determine how the superseded data were derived.
 EW2526
 EW2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT657962(NAD 83)
 EW2526_MARKER: S = SPIKE
 EW2526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2526_SP_SET: CURB
 EW2526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2526
 EW2526  HISTORY     - Date     Condition        Report By
 EW2526  HISTORY     - UNK      MONUMENTED       CA1980
 EW2526  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2526  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2526
 EW2526                          STATION DESCRIPTION
 EW2526
 EW2526'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2526'IN LOS ANGELES.
 EW2526'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2526'ROADWAY, 5 FEET SOUTHEAST OF THE SOUTHEAST PROPERTY LINE OF
 EW2526'POLK STREET.
 EW2526
 EW2526                          STATION RECOVERY (1971)
 EW2526
 EW2526'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2526'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3168 ***********************************************************************
 AA3168  DESIGNATION -  03 04830
 AA3168  PID         -  AA3168
 AA3168  STATE/COUNTY-  CA/LOS ANGELES
 AA3168  USGS QUAD   -  SAN FERNANDO (1988)
 AA3168
 AA3168                         *CURRENT SURVEY CONTROL
 AA3168  ___________________________________________________________________
 AA3168* NAD 83(1986)-  34 15 53.     (N)    118 25 26.     (W)     SCALED    
 AA3168* NAVD 88     -       306.405  (meters)    1005.26   (feet)  ADJUSTED  
 AA3168  ___________________________________________________________________
 AA3168  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA3168  DYNAMIC HT  -         306.069 (meters)    1004.16  (feet)  COMP
 AA3168  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 AA3168
 AA3168  VERT ORDER  -  FIRST     CLASS II
 AA3168
 AA3168.The horizontal coordinates were scaled from a topographic map and have
 AA3168.an estimated accuracy of +/- 6 seconds.
 AA3168
 AA3168.The orthometric height was determined by differential leveling
 AA3168.and adjusted in June 1995.
 AA3168
 AA3168.The geoid height was determined by GEOID03.
 AA3168
 AA3168.The dynamic height is computed by dividing the NAVD 88
 AA3168.geopotential number by the normal gravity value computed on the
 AA3168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3168.degrees latitude (g = 980.6199 gals.).
 AA3168
 AA3168.The modeled gravity was interpolated from observed gravity values.
 AA3168
 AA3168;                    North         East    Units  Estimated Accuracy
 AA3168;SPC CA 5     -   584,910.    1,960,960.      MT  (+/- 180 meters Scaled)
 AA3168
 AA3168                          SUPERSEDED SURVEY CONTROL
 AA3168
 AA3168.No superseded survey control is available for this station.
 AA3168
 AA3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689924(NAD 83)
 AA3168_MARKER: S = SPIKE
 AA3168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3168_SP_SET: CURB
 AA3168_MARK LOGO: CA-037
 AA3168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3168+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 AA3168
 AA3168  HISTORY     - Date     Condition        Report By
 AA3168  HISTORY     - UNK      MONUMENTED       RBNF
 AA3168  HISTORY     - 19940718 GOOD             NGS
 AA3168  HISTORY     - 20010511 GOOD             NGS
 AA3168
 AA3168                          STATION DESCRIPTION
 AA3168
 AA3168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3168'IN PACOIMA, AT THE INTERSECTION OF VAN NUYS BOULEVARD AND EL DORADO
 AA3168'AVENUE, A SPIKE IN THE NORTHWEST CONCRETE CURB OF THE BOULEVARD, 17.7
 AA3168'M (58.1 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 6.4 M (21.0 FT)
 AA3168'NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTH-WESTBOUND
 AA3168'LANES OF THE AVENUE, AND 2.1 M (6.9 FT) SOUTHWEST OF A STREET LIGHT
 AA3168'POLE.
 AA3168
 AA3168                          STATION RECOVERY (2001)
 AA3168
 AA3168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 AA3168'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3167 ***********************************************************************
 AA3167  DESIGNATION -  03 04835
 AA3167  PID         -  AA3167
 AA3167  STATE/COUNTY-  CA/LOS ANGELES
 AA3167  USGS QUAD   -  SAN FERNANDO (1988)
 AA3167
 AA3167                         *CURRENT SURVEY CONTROL
 AA3167  ___________________________________________________________________
 AA3167* NAD 83(1986)-  34 15 55.     (N)    118 25 23.     (W)     SCALED    
 AA3167* NAVD 88     -       307.557  (meters)    1009.04   (feet)  ADJUSTED  
 AA3167  ___________________________________________________________________
 AA3167  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA3167  DYNAMIC HT  -         307.220 (meters)    1007.94  (feet)  COMP
 AA3167  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 AA3167
 AA3167  VERT ORDER  -  FIRST     CLASS II
 AA3167
 AA3167.The horizontal coordinates were scaled from a topographic map and have
 AA3167.an estimated accuracy of +/- 6 seconds.
 AA3167
 AA3167.The orthometric height was determined by differential leveling
 AA3167.and adjusted in June 1995.
 AA3167
 AA3167.The geoid height was determined by GEOID03.
 AA3167
 AA3167.The dynamic height is computed by dividing the NAVD 88
 AA3167.geopotential number by the normal gravity value computed on the
 AA3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3167.degrees latitude (g = 980.6199 gals.).
 AA3167
 AA3167.The modeled gravity was interpolated from observed gravity values.
 AA3167
 AA3167;                    North         East    Units  Estimated Accuracy
 AA3167;SPC CA 5     -   584,970.    1,961,040.      MT  (+/- 180 meters Scaled)
 AA3167
 AA3167                          SUPERSEDED SURVEY CONTROL
 AA3167
 AA3167.No superseded survey control is available for this station.
 AA3167
 AA3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689924(NAD 83)
 AA3167_MARKER: S = SPIKE
 AA3167_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3167_SP_SET: CURB
 AA3167_MARK LOGO: CA-037
 AA3167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3167+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 AA3167
 AA3167  HISTORY     - Date     Condition        Report By
 AA3167  HISTORY     - UNK      MONUMENTED       RBNF
 AA3167  HISTORY     - 19940718 GOOD             NGS
 AA3167
 AA3167                          STATION DESCRIPTION
 AA3167
 AA3167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3167'IN PACOIMA, AT THE INTERSECTION OF VAN NUYS BOULEVARD AND ILEX AVENUE,
 AA3167'A SPIKE IN THE SOUTHEAST CONCRETE CURB OF THE BOULEVARD, 16.9 M (55.4
 AA3167'FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 6.5 M (21.3 FT) SOUTHEAST
 AA3167'OF AND LEVEL WITH THE NORTH-EASTBOUND LANES OF THE BOULEVARD, 2.2 M
 AA3167'(7.2 FT) SOUTHWEST OF A FIRE HYDRANT, AND 0.6 M (2.0 FT) WEST OF A
 AA3167'STREET LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2563 ***********************************************************************
 EW2563  DESIGNATION -  03 05010 C OF LA
 EW2563  PID         -  EW2563
 EW2563  STATE/COUNTY-  CA/LOS ANGELES
 EW2563  USGS QUAD   -  SAN FERNANDO (1988)
 EW2563
 EW2563                         *CURRENT SURVEY CONTROL
 EW2563  ___________________________________________________________________
 EW2563* NAD 83(1986)-  34 16 52.     (N)    118 24 06.     (W)     SCALED    
 EW2563* NAVD 88     -       353.414  (meters)    1159.49   (feet)  READJUSTED
 EW2563  ___________________________________________________________________
 EW2563  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2563  DYNAMIC HT  -         353.020 (meters)    1158.20  (feet)  COMP
 EW2563  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 EW2563
 EW2563  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2563
 EW2563.The horizontal coordinates were scaled from a topographic map and have
 EW2563.an estimated accuracy of +/- 6 seconds.
 EW2563
 EW2563.The orthometric height was determined by differential leveling
 EW2563.and adjusted in September 2004.
 EW2563.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2563.distribution rate of 1.1 thru 2.0 mm/km.
 EW2563.The height was derived from older observations constrained to new
 EW2563.heights in a crustal motion area.  The height is approximate in
 EW2563.relation to other heights in its vicinity.
 EW2563
 EW2563.The geoid height was determined by GEOID03.
 EW2563
 EW2563.The dynamic height is computed by dividing the NAVD 88
 EW2563.geopotential number by the normal gravity value computed on the
 EW2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2563.degrees latitude (g = 980.6199 gals.).
 EW2563
 EW2563.The modeled gravity was interpolated from observed gravity values.
 EW2563
 EW2563;                    North         East    Units  Estimated Accuracy
 EW2563;SPC CA 5     -   586,720.    1,963,020.      MT  (+/- 180 meters Scaled)
 EW2563
 EW2563                          SUPERSEDED SURVEY CONTROL
 EW2563
 EW2563  NGVD 29 (??/??/92)  352.349  (m)         1156.00   (f) ADJ UNCH    1 1
 EW2563
 EW2563.Superseded values are not recommended for survey control.
 EW2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2563.See file dsdata.txt to determine how the superseded data were derived.
 EW2563
 EW2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT709942(NAD 83)
 EW2563_MARKER: DD = SURVEY DISK
 EW2563_SETTING: 0 = UNSPECIFIED SETTING
 EW2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2563
 EW2563  HISTORY     - Date     Condition        Report By
 EW2563  HISTORY     - UNK      MONUMENTED       CA1980
 EW2563  HISTORY     - 1968     GOOD             CA1980
 EW2563  HISTORY     - 1971     GOOD             CA1980
 EW2563
 EW2563                          STATION DESCRIPTION
 EW2563
 EW2563'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2563'IN LOS ANGELES.
 EW2563'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2563'FOOTHILL BOULEVARD AND VAN NUYS BOULEVARD.
 EW2563
 EW2563                          STATION RECOVERY (1971)
 EW2563
 EW2563'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2524 ***********************************************************************
 EW2524  DESIGNATION -  03 06690 C OF LA
 EW2524  PID         -  EW2524
 EW2524  STATE/COUNTY-  CA/LOS ANGELES
 EW2524  USGS QUAD   -  SAN FERNANDO (1988)
 EW2524
 EW2524                         *CURRENT SURVEY CONTROL
 EW2524  ___________________________________________________________________
 EW2524* NAD 83(1986)-  34 17 47.     (N)    118 27 18.     (W)     SCALED    
 EW2524* NAVD 88     -       350.66   (+/-2cm)    1150.5    (feet)  VERTCON   
 EW2524  ___________________________________________________________________
 EW2524  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EW2524  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2524
 EW2524.The horizontal coordinates were scaled from a topographic map and have
 EW2524.an estimated accuracy of +/- 6 seconds.
 EW2524
 EW2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2524.The vertical order pertains to the NGVD 29 superseded value.
 EW2524
 EW2524.The geoid height was determined by GEOID03.
 EW2524
 EW2524;                    North         East    Units  Estimated Accuracy
 EW2524;SPC CA 5     -   588,430.    1,958,110.      MT  (+/- 180 meters Scaled)
 EW2524
 EW2524                          SUPERSEDED SURVEY CONTROL
 EW2524
 EW2524  NGVD 29 (??/??/92)  349.848  (m)         1147.79   (f) ADJ UNCH    1 1
 EW2524
 EW2524.Superseded values are not recommended for survey control.
 EW2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2524.See file dsdata.txt to determine how the superseded data were derived.
 EW2524
 EW2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT660959(NAD 83)
 EW2524_MARKER: DD = SURVEY DISK
 EW2524_SETTING: 0 = UNSPECIFIED SETTING
 EW2524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2524
 EW2524  HISTORY     - Date     Condition        Report By
 EW2524  HISTORY     - UNK      MONUMENTED       CA1980
 EW2524  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2524  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2524
 EW2524                          STATION DESCRIPTION
 EW2524
 EW2524'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2524'IN LOS ANGELES.
 EW2524'STANDARD SURVEY MONUMENT ON THE INTERSECTION OF THE CENTER LINE
 EW2524'OF THE NORTHEAST ROADWAY OF SAN FERNANDO ROAD AND THE CENTER
 EW2524'LINE OF ASTORIA STREET FROM THE NORTHEAST.
 EW2524
 EW2524                          STATION RECOVERY (1971)
 EW2524
 EW2524'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2524'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3329 ***********************************************************************
 AH3329  DESIGNATION -  030890 A
 AH3329  PID         -  AH3329
 AH3329  STATE/COUNTY-  CA/LOS ANGELES
 AH3329  USGS QUAD   -  PASADENA (1994)
 AH3329
 AH3329                         *CURRENT SURVEY CONTROL
 AH3329  ___________________________________________________________________
 AH3329* NAD 83(1986)-  34 09 33.     (N)    118 14 28.     (W)     SCALED    
 AH3329* NAVD 88     -       202.448  (meters)     664.20   (feet)  ADJUSTED  
 AH3329  ___________________________________________________________________
 AH3329  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AH3329  DYNAMIC HT  -         202.235 (meters)     663.50  (feet)  COMP
 AH3329  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 AH3329
 AH3329  VERT ORDER  -  FIRST     CLASS II
 AH3329
 AH3329.The horizontal coordinates were scaled from a topographic map and have
 AH3329.an estimated accuracy of +/- 6 seconds.
 AH3329
 AH3329.The orthometric height was determined by differential leveling
 AH3329.and adjusted in May 1999.
 AH3329
 AH3329.The geoid height was determined by GEOID03.
 AH3329
 AH3329.The dynamic height is computed by dividing the NAVD 88
 AH3329.geopotential number by the normal gravity value computed on the
 AH3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3329.degrees latitude (g = 980.6199 gals.).
 AH3329
 AH3329.The modeled gravity was interpolated from observed gravity values.
 AH3329
 AH3329;                    North         East    Units  Estimated Accuracy
 AH3329;SPC CA 5     -   573,150.    1,977,770.      MT  (+/- 180 meters Scaled)
 AH3329
 AH3329                          SUPERSEDED SURVEY CONTROL
 AH3329
 AH3329.No superseded survey control is available for this station.
 AH3329
 AH3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT855805(NAD 83)
 AH3329_MARKER: DD = SURVEY DISK
 AH3329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3329_SP_SET: SIDEWALK
 AH3329_STAMPING: 030890 A 4042
 AH3329_MARK LOGO: MWDSC 
 AH3329_PROJECTION: FLUSH
 AH3329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3329+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 AH3329
 AH3329  HISTORY     - Date     Condition        Report By
 AH3329  HISTORY     - 1990     MONUMENTED       MWDSC
 AH3329  HISTORY     - 19970630 GOOD             MWDSC
 AH3329
 AH3329                          STATION DESCRIPTION
 AH3329
 AH3329'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3329'IN THE CITY OF GLENDALE, AT THE NORTHWESTERLY CORNER OF GLENOAKS BLVD.
 AH3329'AND GLENDALE AVENUE, 23.16 M (75.98 FT) WESTERLY OF THE CENTERLINE OF
 AH3329'GLENDALE AVENUE, 10.36 M (33.99 FT) NORTH OF THE CENTERLINE OF
 AH3329'GLENOAKS BLVD., STATION IS IN CONCRETE SIDEWALK 1.52 M (4.99 FT) WEST
 AH3329'OF THE TRAFFIC SIGNAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6902 ***********************************************************************
 EW6902  DESIGNATION -  038 01745
 EW6902  PID         -  EW6902
 EW6902  STATE/COUNTY-  CA/LOS ANGELES
 EW6902  USGS QUAD   -  BURBANK (1994)
 EW6902
 EW6902                         *CURRENT SURVEY CONTROL
 EW6902  ___________________________________________________________________
 EW6902* NAD 83(1986)-  34 11 04.     (N)    118 19 07.     (W)     SCALED    
 EW6902* NAVD 88     -       178.332  (meters)     585.08   (feet)  READJUSTED
 EW6902  ___________________________________________________________________
 EW6902  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW6902  DYNAMIC HT  -         178.140 (meters)     584.45  (feet)  COMP
 EW6902  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 EW6902
 EW6902  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6902
 EW6902.The horizontal coordinates were scaled from a topographic map and have
 EW6902.an estimated accuracy of +/- 6 seconds.
 EW6902
 EW6902.The orthometric height was determined by differential leveling
 EW6902.and adjusted in February 1993.
 EW6902.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6902.distribution rate of 0.0 thru 1.0 mm/km.
 EW6902.The height was derived from older observations constrained to new
 EW6902.heights in a crustal motion area.  The height is approximate in
 EW6902.relation to other heights in its vicinity.
 EW6902
 EW6902.The geoid height was determined by GEOID03.
 EW6902
 EW6902.The dynamic height is computed by dividing the NAVD 88
 EW6902.geopotential number by the normal gravity value computed on the
 EW6902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6902.degrees latitude (g = 980.6199 gals.).
 EW6902
 EW6902.The modeled gravity was interpolated from observed gravity values.
 EW6902
 EW6902;                    North         East    Units  Estimated Accuracy
 EW6902;SPC CA 5     -   575,970.    1,970,630.      MT  (+/- 180 meters Scaled)
 EW6902
 EW6902                          SUPERSEDED SURVEY CONTROL
 EW6902
 EW6902  NGVD 29 (??/??/92)  177.541  (m)          582.48   (f) ADJ UNCH    1 1
 EW6902
 EW6902.Superseded values are not recommended for survey control.
 EW6902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6902.See file dsdata.txt to determine how the superseded data were derived.
 EW6902
 EW6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT784833(NAD 83)
 EW6902_MARKER: DB = BENCH MARK DISK
 EW6902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6902_SP_SET: HEAD WALL
 EW6902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6902
 EW6902  HISTORY     - Date     Condition        Report By
 EW6902  HISTORY     - UNK      MONUMENTED
 EW6902  HISTORY     - 1978     GOOD             NGS
 EW6902
 EW6902                          STATION DESCRIPTION
 EW6902
 EW6902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6902'BURBANK.
 EW6902'AT BURBANK, 0.45 NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 EW6902'FROM THE STATION AT THE CROSSING OF BURBANK BOULEVARD, 7.4 FT. NORTH-
 EW6902'EAST OF THE NORTHEAST RAIL OF A SPUR TRACK LEADING TO THE HALLIBURTON
 EW6902'LUGGAGE SHIPPING AND RECEIVING COMPANY, 66 FT. NORTHWEST OF THE CENTER
 EW6902'OF THE GATE LEADING TO THE COMPANY, 301 FT. EAST OF EAST CURB OF
 EW6902'BURBANK BOULEVARD A DRILL SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST
 EW6902'END OF A HEAD WALL OVER THE EXPOSED SECTION OF THE BURBANK FLOOD
 EW6902'CONTROL CHANNEL
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2546 ***********************************************************************
 EW2546  DESIGNATION -  04 00750 C OF LA
 EW2546  PID         -  EW2546
 EW2546  STATE/COUNTY-  CA/LOS ANGELES
 EW2546  USGS QUAD   -  SAN FERNANDO (1988)
 EW2546
 EW2546                         *CURRENT SURVEY CONTROL
 EW2546  ___________________________________________________________________
 EW2546* NAD 83(1986)-  34 18 55.     (N)    118 29 28.     (W)     SCALED    
 EW2546* NAVD 88     -       387.28   (+/-2cm)    1270.6    (feet)  VERTCON   
 EW2546  ___________________________________________________________________
 EW2546  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW2546  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2546
 EW2546.The horizontal coordinates were scaled from a topographic map and have
 EW2546.an estimated accuracy of +/- 6 seconds.
 EW2546
 EW2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2546.The vertical order pertains to the NGVD 29 superseded value.
 EW2546
 EW2546.The geoid height was determined by GEOID03.
 EW2546
 EW2546;                    North         East    Units  Estimated Accuracy
 EW2546;SPC CA 5     -   590,550.    1,954,800.      MT  (+/- 180 meters Scaled)
 EW2546
 EW2546                          SUPERSEDED SURVEY CONTROL
 EW2546
 EW2546  NGVD 29 (??/??/92)  386.45   (m)         1267.9    (f) COMPUTED    1 2
 EW2546
 EW2546.Superseded values are not recommended for survey control.
 EW2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2546.See file dsdata.txt to determine how the superseded data were derived.
 EW2546
 EW2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT628981(NAD 83)
 EW2546_MARKER: S = SPIKE
 EW2546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2546_SP_SET: CATCH BASIN
 EW2546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2546
 EW2546  HISTORY     - Date     Condition        Report By
 EW2546  HISTORY     - UNK      MONUMENTED       CA1980
 EW2546  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2546
 EW2546                          STATION DESCRIPTION
 EW2546
 EW2546'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2546'IN LOS ANGELES.
 EW2546'CUT SPIKE, 0.8 OF A FOOT NORTH OF THE NORTH CURB LINE OF SAN
 EW2546'FERNANDO ROAD, 224 FEET EAST OF THE NORTHERLY PRODUCTION OF
 EW2546'THE CENTER LINE OF SEPULVEDA BOULEVARD (NOW AN ACCESS, OR
 EW2546'FRONTAGE ROAD, WESTERLY OF AND PARALLEL TO THE GOLDEN STATE
 EW2546'FREEWAY), IN THE TOP OF A CATCH BASIN, AT ITS WEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2547 ***********************************************************************
 EW2547  DESIGNATION -  04 00790 C OF LA
 EW2547  PID         -  EW2547
 EW2547  STATE/COUNTY-  CA/LOS ANGELES
 EW2547  USGS QUAD   -  SAN FERNANDO (1988)
 EW2547
 EW2547                         *CURRENT SURVEY CONTROL
 EW2547  ___________________________________________________________________
 EW2547* NAD 83(1986)-  34 18 56.     (N)    118 29 31.     (W)     SCALED    
 EW2547* NAVD 88     -       387.39   (+/-2cm)    1271.0    (feet)  VERTCON   
 EW2547  ___________________________________________________________________
 EW2547  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EW2547  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2547
 EW2547.The horizontal coordinates were scaled from a topographic map and have
 EW2547.an estimated accuracy of +/- 6 seconds.
 EW2547
 EW2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2547.The vertical order pertains to the NGVD 29 superseded value.
 EW2547
 EW2547.The geoid height was determined by GEOID03.
 EW2547
 EW2547;                    North         East    Units  Estimated Accuracy
 EW2547;SPC CA 5     -   590,580.    1,954,720.      MT  (+/- 180 meters Scaled)
 EW2547
 EW2547                          SUPERSEDED SURVEY CONTROL
 EW2547
 EW2547  NGVD 29 (??/??/92)  386.563  (m)         1268.25   (f) ADJ UNCH    1 1
 EW2547
 EW2547.Superseded values are not recommended for survey control.
 EW2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2547.See file dsdata.txt to determine how the superseded data were derived.
 EW2547
 EW2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT627981(NAD 83)
 EW2547_MARKER: S = SPIKE
 EW2547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2547_SP_SET: WALL
 EW2547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2547
 EW2547  HISTORY     - Date     Condition        Report By
 EW2547  HISTORY     - UNK      MONUMENTED       CA1980
 EW2547  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2547  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2547
 EW2547                          STATION DESCRIPTION
 EW2547
 EW2547'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2547'IN LOS ANGELES.
 EW2547'WIRE SPIKE IN THE TOP OF A CONCRETE CURTAIN WALL, 1 FOOT
 EW2547'NORTHWEST OF THE SOUTHEAST END, 1.5 FEET NORTHEAST OF THE
 EW2547'NORTHEAST CURB LINE OF SAN FERNANDO ROAD, 0.08 OF A MILE
 EW2547'NORTHWESTERLY FROM SEPULVEDA BOULEVARD, 27 FEET NORTHWEST OF
 EW2547'A POINT OPPOSITE POWER POLE NO. 326294M, 16.5 FEET SOUTHEAST
 EW2547'OF A CATCH BASIN.
 EW2547
 EW2547                          STATION RECOVERY (1971)
 EW2547
 EW2547'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2547'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2548 ***********************************************************************
 EW2548  DESIGNATION -  04 00820 C OF LA
 EW2548  PID         -  EW2548
 EW2548  STATE/COUNTY-  CA/LOS ANGELES
 EW2548  USGS QUAD   -  SAN FERNANDO (1988)
 EW2548
 EW2548                         *CURRENT SURVEY CONTROL
 EW2548  ___________________________________________________________________
 EW2548* NAD 83(1986)-  34 19 01.     (N)    118 29 35.     (W)     SCALED    
 EW2548* NAVD 88     -       389.15   (+/-2cm)    1276.7    (feet)  VERTCON   
 EW2548  ___________________________________________________________________
 EW2548  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW2548  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2548
 EW2548.The horizontal coordinates were scaled from a topographic map and have
 EW2548.an estimated accuracy of +/- 6 seconds.
 EW2548
 EW2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2548.The vertical order pertains to the NGVD 29 superseded value.
 EW2548
 EW2548.The geoid height was determined by GEOID03.
 EW2548
 EW2548;                    North         East    Units  Estimated Accuracy
 EW2548;SPC CA 5     -   590,730.    1,954,620.      MT  (+/- 180 meters Scaled)
 EW2548
 EW2548                          SUPERSEDED SURVEY CONTROL
 EW2548
 EW2548  NGVD 29 (??/??/92)  388.317  (m)         1274.00   (f) ADJ UNCH    1 1
 EW2548
 EW2548.Superseded values are not recommended for survey control.
 EW2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2548.See file dsdata.txt to determine how the superseded data were derived.
 EW2548
 EW2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT626983(NAD 83)
 EW2548_MARKER: Z = SEE DESCRIPTION
 EW2548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2548_SP_SET: WALL
 EW2548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2548
 EW2548  HISTORY     - Date     Condition        Report By
 EW2548  HISTORY     - UNK      MONUMENTED       CA1980
 EW2548  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2548  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2548
 EW2548                          STATION DESCRIPTION
 EW2548
 EW2548'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2548'IN LOS ANGELES.
 EW2548'SCREW IN LEAD IN THE TOP OF THE NORTHEASTERLY WALL OF AN 8 FOOT
 EW2548'BY 12 FOOT OPEN CONCRETE VAULT ENCLOSING GAS VALVES AND COVERED
 EW2548'BY A STEEL GRILL, 1.1 FOOT NORTHWEST OF EASTERLY CORNER, IN
 EW2548'SAN FERNANDO ROAD, 5.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 EW2548'THE ASPHALT PAVEMENT, 29.9 FEET SOUTHWEST OF THE CENTER OF A
 EW2548'MANHOLE STAMPED R.O.G., 0.19 OF A MILE NORTHWEST OF SEPULVEDA
 EW2548'BOULEVARD.
 EW2548
 EW2548                          STATION RECOVERY (1971)
 EW2548
 EW2548'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2548'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2550 ***********************************************************************
 EW2550  DESIGNATION -  04 00840 C OF LA
 EW2550  PID         -  EW2550
 EW2550  STATE/COUNTY-  CA/LOS ANGELES
 EW2550  USGS QUAD   -  SAN FERNANDO (1988)
 EW2550
 EW2550                         *CURRENT SURVEY CONTROL
 EW2550  ___________________________________________________________________
 EW2550* NAD 83(1986)-  34 19 11.     (N)    118 29 46.     (W)     SCALED    
 EW2550* NAVD 88     -       391.21   (+/-2cm)    1283.5    (feet)  VERTCON   
 EW2550  ___________________________________________________________________
 EW2550  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2550  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2550
 EW2550.The horizontal coordinates were scaled from a topographic map and have
 EW2550.an estimated accuracy of +/- 6 seconds.
 EW2550
 EW2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2550.The vertical order pertains to the NGVD 29 superseded value.
 EW2550
 EW2550.The geoid height was determined by GEOID03.
 EW2550
 EW2550;                    North         East    Units  Estimated Accuracy
 EW2550;SPC CA 5     -   591,040.    1,954,340.      MT  (+/- 180 meters Scaled)
 EW2550
 EW2550                          SUPERSEDED SURVEY CONTROL
 EW2550
 EW2550  NGVD 29 (??/??/92)  390.379  (m)         1280.77   (f) ADJ UNCH    1 1
 EW2550
 EW2550.Superseded values are not recommended for survey control.
 EW2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2550.See file dsdata.txt to determine how the superseded data were derived.
 EW2550
 EW2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT623986(NAD 83)
 EW2550_MARKER: S = SPIKE
 EW2550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2550_SP_SET: CULVERT
 EW2550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2550
 EW2550  HISTORY     - Date     Condition        Report By
 EW2550  HISTORY     - UNK      MONUMENTED       CA1980
 EW2550  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2550  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2550
 EW2550                          STATION DESCRIPTION
 EW2550
 EW2550'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2550'IN LOS ANGELES.
 EW2550'WIRE SPIKE IN THE TOP OF THE HEADWALL (RATHER A CONCRETE SUPPORT
 EW2550'OF THE LOS ANGELES WATER AND POWER AQUEDUCT), AT ITS SOUTHEAST
 EW2550'END, 127.5 FEET SOUTHWEST OF THE CENTER OF THE PAVEMENT IN
 EW2550'SAN FERNANDO ROAD, ABOUT 55 FEET SOUTHEAST OF THE CENTER OF
 EW2550'ROADWAY OF BALBOA BOULEVARD, FORMER ALIGNMENT, (NOW A SERVICE
 EW2550'ROAD ENTERING THE METROPOLITAN WATER DISTRICT FACILITY).
 EW2550
 EW2550                          STATION RECOVERY (1971)
 EW2550
 EW2550'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2550'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2551 ***********************************************************************
 EW2551  DESIGNATION -  04 00855 C OF LA
 EW2551  PID         -  EW2551
 EW2551  STATE/COUNTY-  CA/LOS ANGELES
 EW2551  USGS QUAD   -  SAN FERNANDO (1988)
 EW2551
 EW2551                         *CURRENT SURVEY CONTROL
 EW2551  ___________________________________________________________________
 EW2551* NAD 83(1986)-  34 19 11.     (N)    118 29 44.     (W)     SCALED    
 EW2551* NAVD 88     -       391.115  (meters)    1283.18   (feet)  ADJUSTED  
 EW2551  ___________________________________________________________________
 EW2551  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2551  DYNAMIC HT  -         390.676 (meters)    1281.74  (feet)  COMP
 EW2551  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 EW2551
 EW2551  VERT ORDER  -  FIRST     CLASS I
 EW2551
 EW2551.The horizontal coordinates were scaled from a topographic map and have
 EW2551.an estimated accuracy of +/- 6 seconds.
 EW2551
 EW2551.The orthometric height was determined by differential leveling
 EW2551.and adjusted in June 1991.
 EW2551
 EW2551.The geoid height was determined by GEOID03.
 EW2551
 EW2551.The dynamic height is computed by dividing the NAVD 88
 EW2551.geopotential number by the normal gravity value computed on the
 EW2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2551.degrees latitude (g = 980.6199 gals.).
 EW2551
 EW2551.The modeled gravity was interpolated from observed gravity values.
 EW2551
 EW2551;                    North         East    Units  Estimated Accuracy
 EW2551;SPC CA 5     -   591,040.    1,954,390.      MT  (+/- 180 meters Scaled)
 EW2551
 EW2551                          SUPERSEDED SURVEY CONTROL
 EW2551
 EW2551  NGVD 29 (??/??/92)  390.297  (m)         1280.50   (f) ADJ UNCH    1 1
 EW2551
 EW2551.Superseded values are not recommended for survey control.
 EW2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2551.See file dsdata.txt to determine how the superseded data were derived.
 EW2551
 EW2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT624986(NAD 83)
 EW2551_MARKER: DD = SURVEY DISK
 EW2551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2551_SP_SET: CURB
 EW2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2551
 EW2551  HISTORY     - Date     Condition        Report By
 EW2551  HISTORY     - UNK      MONUMENTED       CA1980
 EW2551  HISTORY     - 1968     GOOD             CA1980
 EW2551  HISTORY     - 1971     GOOD             CA1980
 EW2551  HISTORY     - 1976     GOOD             NGS
 EW2551  HISTORY     - 1978     GOOD             NGS
 EW2551  HISTORY     - 1983     GOOD             USGS
 EW2551  HISTORY     - 1984     MARK NOT FOUND   NGS
 EW2551
 EW2551                          STATION DESCRIPTION
 EW2551
 EW2551'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2551'IN LOS ANGELES.
 EW2551'STANDARD SURVEY MONUMENT IN SAN FERNANDO ROAD, 11.7 FEET SOUTHWEST
 EW2551'OF THE NORTHEAST CURB LINE AND ON THE CENTER LINE TANGENT,
 EW2551'PRODUCED FROM THE NORTHWEST, 181.55 FEET SOUTHEAST OF THE END
 EW2551'OF THE FIRST CURVE SOUTHEAST OF BALBOA BOULEVARD, NEW ALIGNMENT,
 EW2551'AND 31.45 FEET SOUTHEAST OF THE CENTER LINE OF BALBOA BOULEVARD,
 EW2551'FORMER ALIGNMENT.
 EW2551
 EW2551                          STATION RECOVERY (1971)
 EW2551
 EW2551'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2551'RECOVERED IN GOOD CONDITION.
 EW2551
 EW2551                          STATION RECOVERY (1976)
 EW2551
 EW2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW2551'RECOVERED IN GOOD CONDITION.
 EW2551
 EW2551                          STATION RECOVERY (1978)
 EW2551
 EW2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2551'RECOVERED IN GOOD CONDITION.
 EW2551
 EW2551                          STATION RECOVERY (1983)
 EW2551
 EW2551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2551'RECOVERED IN GOOD CONDITION.
 EW2551
 EW2551                          STATION RECOVERY (1984)
 EW2551
 EW2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2551'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2553 ***********************************************************************
 EW2553  DESIGNATION -  04 00900 C OF LA
 EW2553  PID         -  EW2553
 EW2553  STATE/COUNTY-  CA/LOS ANGELES
 EW2553  USGS QUAD   -  SAN FERNANDO (1988)
 EW2553
 EW2553                         *CURRENT SURVEY CONTROL
 EW2553  ___________________________________________________________________
 EW2553* NAD 83(1986)-  34 19 16.     (N)    118 29 48.     (W)     SCALED    
 EW2553* NAVD 88     -       411.04   (+/-2cm)    1348.6    (feet)  VERTCON   
 EW2553  ___________________________________________________________________
 EW2553  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW2553  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2553
 EW2553.The horizontal coordinates were scaled from a topographic map and have
 EW2553.an estimated accuracy of +/- 6 seconds.
 EW2553
 EW2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2553.The vertical order pertains to the NGVD 29 superseded value.
 EW2553
 EW2553.The geoid height was determined by GEOID03.
 EW2553
 EW2553;                    North         East    Units  Estimated Accuracy
 EW2553;SPC CA 5     -   591,200.    1,954,290.      MT  (+/- 180 meters Scaled)
 EW2553
 EW2553                          SUPERSEDED SURVEY CONTROL
 EW2553
 EW2553  NGVD 29 (??/??/92)  410.214  (m)         1345.84   (f) ADJ UNCH    1 1
 EW2553
 EW2553.Superseded values are not recommended for survey control.
 EW2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2553.See file dsdata.txt to determine how the superseded data were derived.
 EW2553
 EW2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT623987(NAD 83)
 EW2553_MARKER: S = SPIKE
 EW2553_SETTING: 0 = UNSPECIFIED SETTING
 EW2553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2553
 EW2553  HISTORY     - Date     Condition        Report By
 EW2553  HISTORY     - UNK      MONUMENTED       CA1980
 EW2553  HISTORY     - 1968     GOOD             CA1980
 EW2553  HISTORY     - 1971     GOOD             CA1980
 EW2553
 EW2553                          STATION DESCRIPTION
 EW2553
 EW2553'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2553'IN LOS ANGELES.
 EW2553'CUT SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, AT THE
 EW2553'APPROXIMATE MID-POINT OF A HIGHWAY CUT THROUGH A SMALL HILL,
 EW2553'OPPOSITE POWER POLE NO. 95492M, 0.18 MILES NORTHWESTERLY FROM
 EW2553'BALBOA BOULEVARD, NEW ALIGNMENT.
 EW2553
 EW2553                          STATION RECOVERY (1971)
 EW2553
 EW2553'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4833 ***********************************************************************
 EW4833  DESIGNATION -  04 01171
 EW4833  PID         -  EW4833
 EW4833  STATE/COUNTY-  CA/LOS ANGELES
 EW4833  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4833
 EW4833                         *CURRENT SURVEY CONTROL
 EW4833  ___________________________________________________________________
 EW4833* NAD 83(1986)-  34 15 26.     (N)    118 30 10.     (W)     SCALED    
 EW4833* NAVD 88     -       286.206  (meters)     938.99   (feet)  ADJUSTED  
 EW4833  ___________________________________________________________________
 EW4833  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EW4833  DYNAMIC HT  -         285.891 (meters)     937.96  (feet)  COMP
 EW4833  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 EW4833
 EW4833  VERT ORDER  -  FIRST     CLASS I
 EW4833
 EW4833.The horizontal coordinates were scaled from a topographic map and have
 EW4833.an estimated accuracy of +/- 6 seconds.
 EW4833
 EW4833.The orthometric height was determined by differential leveling
 EW4833.and adjusted in June 1995.
 EW4833
 EW4833.The geoid height was determined by GEOID03.
 EW4833
 EW4833.The dynamic height is computed by dividing the NAVD 88
 EW4833.geopotential number by the normal gravity value computed on the
 EW4833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4833.degrees latitude (g = 980.6199 gals.).
 EW4833
 EW4833.The modeled gravity was interpolated from observed gravity values.
 EW4833
 EW4833;                    North         East    Units  Estimated Accuracy
 EW4833;SPC CA 5     -   584,110.    1,953,690.      MT  (+/- 180 meters Scaled)
 EW4833
 EW4833                          SUPERSEDED SURVEY CONTROL
 EW4833
 EW4833  NGVD 29 (??/??/92)  284.873  (m)          934.62   (f) ADJ UNCH    1 1
 EW4833
 EW4833.Superseded values are not recommended for survey control.
 EW4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4833.See file dsdata.txt to determine how the superseded data were derived.
 EW4833
 EW4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616916(NAD 83)
 EW4833_MARKER: S = SPIKE
 EW4833_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4833_SP_SET: CURB
 EW4833_MARK LOGO: NONE  
 EW4833_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4833+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 EW4833
 EW4833  HISTORY     - Date     Condition        Report By
 EW4833  HISTORY     - UNK      MONUMENTED       CA1980
 EW4833  HISTORY     - 1968     GOOD             CA1980
 EW4833  HISTORY     - 19940713 GOOD             NGS
 EW4833
 EW4833                          STATION DESCRIPTION
 EW4833
 EW4833'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4833'AT LOS ANGELES.
 EW4833'WIRE SPIKE IN THE SOUTH CURB OF DEVONSHIRE STREET, 70.8 FEET
 EW4833'WEST OF THE BEGINNING OF CURB RETURN WEST OF BALBOA BOULEVARD,
 EW4833'0.3 OF A FOOT WEST OF A CATCH BASIN.
 EW4833
 EW4833                          STATION RECOVERY (1994)
 EW4833
 EW4833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4833'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND BALBOA
 EW4833'BOULEVARD, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 36.3 M
 EW4833'(119.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4833'BOULEVARD, 8.6 M (28.2 FT) WEST OF THE CENTER OF A MANHOLE, 7.1 M
 EW4833'(23.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW4833'STREET, AND 0.3 M (1.0 FT) WEST OF THE WEST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4832 ***********************************************************************
 EW4832  DESIGNATION -  04 01180
 EW4832  PID         -  EW4832
 EW4832  STATE/COUNTY-  CA/LOS ANGELES
 EW4832  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4832
 EW4832                         *CURRENT SURVEY CONTROL
 EW4832  ___________________________________________________________________
 EW4832* NAD 83(1986)-  34 15 26.     (N)    118 30 16.     (W)     SCALED    
 EW4832* NAVD 88     -       289.075  (meters)     948.41   (feet)  ADJUSTED  
 EW4832  ___________________________________________________________________
 EW4832  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EW4832  DYNAMIC HT  -         288.757 (meters)     947.36  (feet)  COMP
 EW4832  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 EW4832
 EW4832  VERT ORDER  -  FIRST     CLASS I
 EW4832
 EW4832.The horizontal coordinates were scaled from a topographic map and have
 EW4832.an estimated accuracy of +/- 6 seconds.
 EW4832
 EW4832.The orthometric height was determined by differential leveling
 EW4832.and adjusted in June 1995.
 EW4832
 EW4832.The geoid height was determined by GEOID03.
 EW4832
 EW4832.The dynamic height is computed by dividing the NAVD 88
 EW4832.geopotential number by the normal gravity value computed on the
 EW4832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4832.degrees latitude (g = 980.6199 gals.).
 EW4832
 EW4832.The modeled gravity was interpolated from observed gravity values.
 EW4832
 EW4832;                    North         East    Units  Estimated Accuracy
 EW4832;SPC CA 5     -   584,110.    1,953,540.      MT  (+/- 180 meters Scaled)
 EW4832
 EW4832                          SUPERSEDED SURVEY CONTROL
 EW4832
 EW4832  NGVD 29 (??/??/92)  287.763  (m)          944.10   (f) ADJ UNCH    1 1
 EW4832
 EW4832.Superseded values are not recommended for survey control.
 EW4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4832.See file dsdata.txt to determine how the superseded data were derived.
 EW4832
 EW4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT614917(NAD 83)
 EW4832_MARKER: S = SPIKE
 EW4832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4832_SP_SET: CURB
 EW4832_MARK LOGO: NONE  
 EW4832_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4832+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 EW4832
 EW4832  HISTORY     - Date     Condition        Report By
 EW4832  HISTORY     - UNK      MONUMENTED       CA1980
 EW4832  HISTORY     - 1968     GOOD             CA1980
 EW4832  HISTORY     - 19940713 GOOD             NGS
 EW4832
 EW4832                          STATION DESCRIPTION
 EW4832
 EW4832'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4832'AT LOS ANGELES.
 EW4832'WIRE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, OPPOSITE
 EW4832'POWER POLE NO. 90576M, 0.10 OF A MILE EASTERLY FROM THE EAST
 EW4832'PROPERTY LINE OF AMESTOY STREET, 31.7 FEET EAST OF A POINT
 EW4832'OPPOSITE THE FLAGPOLE AT PINECREST SCHOOL.
 EW4832
 EW4832                          STATION RECOVERY (1994)
 EW4832
 EW4832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4832'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND AMESTOY
 EW4832'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE STREET, 151.0 M
 EW4832'(495.4 FT) EAST OF THE CENTER OF THE AVENUE, 18.3 M (60.0 FT)
 EW4832'EAST-SOUTHEAST OF THE FLAG POLE AT THE PINECREST SCHOOL, 12.3 M (40.4
 EW4832'FT) WEST OF THE CENTER OF THE EAST DRIVEWAY TO THE SCHOOL, 7.1 M (23.3
 EW4832'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF
 EW4832'THE STREET, AND 0.4 M (1.3 FT) SOUTH OF UTILITY POLE NUMBER 90576 M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4834 ***********************************************************************
 EW4834  DESIGNATION -  04 01205
 EW4834  PID         -  EW4834
 EW4834  STATE/COUNTY-  CA/LOS ANGELES
 EW4834  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4834
 EW4834                         *CURRENT SURVEY CONTROL
 EW4834  ___________________________________________________________________
 EW4834* NAD 83(1986)-  34 15 30.     (N)    118 30 08.     (W)     SCALED    
 EW4834* NAVD 88     -       285.779  (meters)     937.59   (feet)  ADJUSTED  
 EW4834  ___________________________________________________________________
 EW4834  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EW4834  DYNAMIC HT  -         285.464 (meters)     936.56  (feet)  COMP
 EW4834  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 EW4834
 EW4834  VERT ORDER  -  FIRST     CLASS I
 EW4834
 EW4834.The horizontal coordinates were scaled from a topographic map and have
 EW4834.an estimated accuracy of +/- 6 seconds.
 EW4834
 EW4834.The orthometric height was determined by differential leveling
 EW4834.and adjusted in June 1995.
 EW4834
 EW4834.The geoid height was determined by GEOID03.
 EW4834
 EW4834.The dynamic height is computed by dividing the NAVD 88
 EW4834.geopotential number by the normal gravity value computed on the
 EW4834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4834.degrees latitude (g = 980.6199 gals.).
 EW4834
 EW4834.The modeled gravity was interpolated from observed gravity values.
 EW4834
 EW4834;                    North         East    Units  Estimated Accuracy
 EW4834;SPC CA 5     -   584,230.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4834
 EW4834                          SUPERSEDED SURVEY CONTROL
 EW4834
 EW4834  NGVD 29 (??/??/92)  284.446  (m)          933.22   (f) ADJ UNCH    1 1
 EW4834
 EW4834.Superseded values are not recommended for survey control.
 EW4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4834.See file dsdata.txt to determine how the superseded data were derived.
 EW4834
 EW4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616918(NAD 83)
 EW4834_MARKER: S = SPIKE
 EW4834_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4834_SP_SET: CURB
 EW4834_MARK LOGO: NONE  
 EW4834_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4834+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 EW4834
 EW4834  HISTORY     - Date     Condition        Report By
 EW4834  HISTORY     - UNK      MONUMENTED       CA1980
 EW4834  HISTORY     - 1968     GOOD             CA1980
 EW4834  HISTORY     - 1974     GOOD             CA1980
 EW4834  HISTORY     - 19940713 GOOD             NGS
 EW4834
 EW4834                          STATION DESCRIPTION
 EW4834
 EW4834'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4834'AT LOS ANGELES.
 EW4834'WIRE SPIKE IN THE EAST CURB OF BALBOA BOULEVARD, 14.8 FEET
 EW4834'NORTH OF THE BEGINNING OF RETURN NORTH OF BLACKHAWK STREET.
 EW4834
 EW4834                          STATION RECOVERY (1974)
 EW4834
 EW4834'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4834'RECOVERED IN GOOD CONDITION.
 EW4834
 EW4834                          STATION RECOVERY (1994)
 EW4834
 EW4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4834'IN GRANADA HILLS AT THE INTERSECTION OF BALBOA BOULEVARD AND BLACKHAWK
 EW4834'STREET, A SPIKE IN THE EAST CONCRETE CURB OF THE BOULEVARD, 18.5 M
 EW4834'(60.7 FT) NORTH OF THE CENTER OF THE STREET, 7.1 M (23.3 FT) EAST OF
 EW4834'THE CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD, 4.5 M (14.8
 EW4834'FT) NORTH OF THE SOUTH END OF THE BEGINNING OF THE CURB RETURN NORTH,
 EW4834'AND 1.0 M (3.3 FT) NORTH OF THE NORTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4835 ***********************************************************************
 EW4835  DESIGNATION -  04 01261
 EW4835  PID         -  EW4835
 EW4835  STATE/COUNTY-  CA/LOS ANGELES
 EW4835  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4835
 EW4835                         *CURRENT SURVEY CONTROL
 EW4835  ___________________________________________________________________
 EW4835* NAD 83(1986)-  34 15 38.     (N)    118 30 08.     (W)     SCALED    
 EW4835* NAVD 88     -       288.661  (meters)     947.05   (feet)  ADJUSTED  
 EW4835  ___________________________________________________________________
 EW4835  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW4835  DYNAMIC HT  -         288.343 (meters)     946.01  (feet)  COMP
 EW4835  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 EW4835
 EW4835  VERT ORDER  -  FIRST     CLASS I
 EW4835
 EW4835.The horizontal coordinates were scaled from a topographic map and have
 EW4835.an estimated accuracy of +/- 6 seconds.
 EW4835
 EW4835.The orthometric height was determined by differential leveling
 EW4835.and adjusted in June 1995.
 EW4835
 EW4835.The geoid height was determined by GEOID03.
 EW4835
 EW4835.The dynamic height is computed by dividing the NAVD 88
 EW4835.geopotential number by the normal gravity value computed on the
 EW4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4835.degrees latitude (g = 980.6199 gals.).
 EW4835
 EW4835.The modeled gravity was interpolated from observed gravity values.
 EW4835
 EW4835;                    North         East    Units  Estimated Accuracy
 EW4835;SPC CA 5     -   584,480.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4835
 EW4835                          SUPERSEDED SURVEY CONTROL
 EW4835
 EW4835  NGVD 29 (??/??/92)  287.329  (m)          942.68   (f) ADJ UNCH    1 1
 EW4835
 EW4835.Superseded values are not recommended for survey control.
 EW4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4835.See file dsdata.txt to determine how the superseded data were derived.
 EW4835
 EW4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616920(NAD 83)
 EW4835_MARKER: S = SPIKE
 EW4835_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4835_SP_SET: CURB
 EW4835_MARK LOGO: NONE  
 EW4835_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4835+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 EW4835
 EW4835  HISTORY     - Date     Condition        Report By
 EW4835  HISTORY     - 1964     MONUMENTED       CA1980
 EW4835  HISTORY     - 1968     GOOD             CA1980
 EW4835  HISTORY     - 1974     GOOD             CA1980
 EW4835  HISTORY     - 19940713 GOOD             NGS
 EW4835  HISTORY     - 19941003 GOOD             MWDSC
 EW4835  HISTORY     - 20010511 GOOD             NGS
 EW4835
 EW4835                          STATION DESCRIPTION
 EW4835
 EW4835'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4835'AT LOS ANGELES.
 EW4835'WIRE SPIKE IN THE EAST CURB OF BALBOA BOULEVARD, 2.2 FEET SOUTH
 EW4835'OF THE BEGINNING OF CURB RETURN SOUTH OF SAN JOSE STREET.
 EW4835
 EW4835                          STATION RECOVERY (1974)
 EW4835
 EW4835'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4835'RECOVERED IN GOOD CONDITION.
 EW4835
 EW4835                          STATION RECOVERY (1994)
 EW4835
 EW4835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4835'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND SAN JOSE
 EW4835'STREET, A SPIKE IN THE EAST CONCRETE CURB OF THE BOULEVARD, 13.6 M
 EW4835'(44.6 FT) SOUTH OF THE STREET CENTER, 7.1 M (23.3 FT) EAST OF AND
 EW4835'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD,
 EW4835'2.1 M (6.9 FT) SOUTH-SOUTHWEST OF A UTILITY LIGHT POLE, AND 0.6 M (2.0
 EW4835'FT) SOUTH OF THE NORTH END OF THE BEGINNING OF THE CURB RETURN SOUTH.
 EW4835
 EW4835                          STATION RECOVERY (1994)
 EW4835
 EW4835'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EW4835'RECOVERED AS DESCRIBED.  REF MWD FB 4032 01 033.
 EW4835
 EW4835                          STATION RECOVERY (2001)
 EW4835
 EW4835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4835'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4836 ***********************************************************************
 EW4836  DESIGNATION -  04 01270
 EW4836  PID         -  EW4836
 EW4836  STATE/COUNTY-  CA/LOS ANGELES
 EW4836  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4836
 EW4836                         *CURRENT SURVEY CONTROL
 EW4836  ___________________________________________________________________
 EW4836* NAD 83(1986)-  34 15 39.     (N)    118 30 08.     (W)     SCALED    
 EW4836* NAVD 88     -       288.842  (meters)     947.64   (feet)  ADJUSTED  
 EW4836  ___________________________________________________________________
 EW4836  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW4836  DYNAMIC HT  -         288.523 (meters)     946.60  (feet)  COMP
 EW4836  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 EW4836
 EW4836  VERT ORDER  -  FIRST     CLASS I
 EW4836
 EW4836.The horizontal coordinates were scaled from a topographic map and have
 EW4836.an estimated accuracy of +/- 6 seconds.
 EW4836
 EW4836.The orthometric height was determined by differential leveling
 EW4836.and adjusted in June 1995.
 EW4836
 EW4836.The geoid height was determined by GEOID03.
 EW4836
 EW4836.The dynamic height is computed by dividing the NAVD 88
 EW4836.geopotential number by the normal gravity value computed on the
 EW4836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4836.degrees latitude (g = 980.6199 gals.).
 EW4836
 EW4836.The modeled gravity was interpolated from observed gravity values.
 EW4836
 EW4836;                    North         East    Units  Estimated Accuracy
 EW4836;SPC CA 5     -   584,510.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4836
 EW4836                          SUPERSEDED SURVEY CONTROL
 EW4836
 EW4836  NGVD 29 (??/??/92)  287.502  (m)          943.25   (f) ADJ UNCH    1 1
 EW4836
 EW4836.Superseded values are not recommended for survey control.
 EW4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4836.See file dsdata.txt to determine how the superseded data were derived.
 EW4836
 EW4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616920(NAD 83)
 EW4836_MARKER: S = SPIKE
 EW4836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4836_SP_SET: CURB
 EW4836_MARK LOGO: NONE  
 EW4836_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4836+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 EW4836
 EW4836  HISTORY     - Date     Condition        Report By
 EW4836  HISTORY     - 1964     MONUMENTED       CA1980
 EW4836  HISTORY     - 1968     GOOD             CA1980
 EW4836  HISTORY     - 1974     GOOD             CA1980
 EW4836  HISTORY     - 19940713 GOOD             NGS
 EW4836  HISTORY     - 19941003 GOOD             MWDSC
 EW4836
 EW4836                          STATION DESCRIPTION
 EW4836
 EW4836'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4836'AT LOS ANGELES.
 EW4836'WIRE SPIKE IN THE EAST CURB OF BALBOA BOULEVARD, 13.3 FEET
 EW4836'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF SAN JOSE STREET,
 EW4836'2.3 FEET NORTH OF A CATCH BASIN.
 EW4836
 EW4836                          STATION RECOVERY (1974)
 EW4836
 EW4836'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4836'RECOVERED IN GOOD CONDITION.
 EW4836
 EW4836                          STATION RECOVERY (1994)
 EW4836
 EW4836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4836'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND SAN JOSE
 EW4836'STREET, A SPIKE IN THE EAST CONCRETE CURB OF THE BOULEVARD, 18.4 M
 EW4836'(60.4 FT) NORTH OF THE CENTER OF THE STREET, 7.1 M (23.3 FT) EAST OF
 EW4836'AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4836'BOULEVARD, 3.6 M (11.8 FT) NORTH-NORTHWEST OF THE CENTER OF A MANHOLE,
 EW4836'AND 0.7 M (2.3 FT) NORTH OF THE NORTH END OF A CATCH BASIN.
 EW4836
 EW4836                          STATION RECOVERY (1994)
 EW4836
 EW4836'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EW4836'RECOVERED AS DESCRIBED.  REF MWD FB 4032 01 033.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4837 ***********************************************************************
 EW4837  DESIGNATION -  04 01290
 EW4837  PID         -  EW4837
 EW4837  STATE/COUNTY-  CA/LOS ANGELES
 EW4837  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4837
 EW4837                         *CURRENT SURVEY CONTROL
 EW4837  ___________________________________________________________________
 EW4837* NAD 83(1986)-  34 15 42.     (N)    118 30 08.     (W)     SCALED    
 EW4837* NAVD 88     -       289.902  (meters)     951.12   (feet)  ADJUSTED  
 EW4837  ___________________________________________________________________
 EW4837  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW4837  DYNAMIC HT  -         289.583 (meters)     950.07  (feet)  COMP
 EW4837  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 EW4837
 EW4837  VERT ORDER  -  FIRST     CLASS I
 EW4837
 EW4837.The horizontal coordinates were scaled from a topographic map and have
 EW4837.an estimated accuracy of +/- 6 seconds.
 EW4837
 EW4837.The orthometric height was determined by differential leveling
 EW4837.and adjusted in June 1995.
 EW4837
 EW4837.The geoid height was determined by GEOID03.
 EW4837
 EW4837.The dynamic height is computed by dividing the NAVD 88
 EW4837.geopotential number by the normal gravity value computed on the
 EW4837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4837.degrees latitude (g = 980.6199 gals.).
 EW4837
 EW4837.The modeled gravity was interpolated from observed gravity values.
 EW4837
 EW4837;                    North         East    Units  Estimated Accuracy
 EW4837;SPC CA 5     -   584,600.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4837
 EW4837                          SUPERSEDED SURVEY CONTROL
 EW4837
 EW4837  NGVD 29 (??/??/92)  288.537  (m)          946.64   (f) ADJ UNCH    1 1
 EW4837
 EW4837.Superseded values are not recommended for survey control.
 EW4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4837.See file dsdata.txt to determine how the superseded data were derived.
 EW4837
 EW4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616921(NAD 83)
 EW4837_MARKER: S = SPIKE
 EW4837_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4837_SP_SET: CURB
 EW4837_MARK LOGO: NONE  
 EW4837_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4837+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 EW4837
 EW4837  HISTORY     - Date     Condition        Report By
 EW4837  HISTORY     - 1964     MONUMENTED       CA1980
 EW4837  HISTORY     - 1968     GOOD             CA1980
 EW4837  HISTORY     - 1974     GOOD             CA1980
 EW4837  HISTORY     - 19940713 GOOD             NGS
 EW4837  HISTORY     - 19941003 GOOD             MWDSC
 EW4837
 EW4837                          STATION DESCRIPTION
 EW4837
 EW4837'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4837'AT LOS ANGELES.
 EW4837'WIRE SPIKE IN THE SOUTH CURB OF GERMAIN STREET, 50 FEET WEST
 EW4837'OF THE WEST CURB LINE OF BALBOA BOULEVARD, 7.9 FEET WEST OF A
 EW4837'CATCH BASIN.
 EW4837
 EW4837                          STATION RECOVERY (1974)
 EW4837
 EW4837'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4837'RECOVERED IN GOOD CONDITION.
 EW4837
 EW4837                          STATION RECOVERY (1994)
 EW4837
 EW4837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4837'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND GERMAN
 EW4837'STREET, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 20.9 M (68.6
 EW4837'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD,
 EW4837'8.3 M (27.2 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE STREET, 2.5
 EW4837'M (8.2 FT) WEST OF THE WEST END OF A CATCH BASIN, AND 0.5 M (1.6 FT)
 EW4837'NORTHWEST OF A FIRE HYDRANT.
 EW4837
 EW4837                          STATION RECOVERY (1994)
 EW4837
 EW4837'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EW4837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4838 ***********************************************************************
 EW4838  DESIGNATION -  04 01322
 EW4838  PID         -  EW4838
 EW4838  STATE/COUNTY-  CA/LOS ANGELES
 EW4838  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4838
 EW4838                         *CURRENT SURVEY CONTROL
 EW4838  ___________________________________________________________________
 EW4838* NAD 83(1986)-  34 15 53.     (N)    118 30 08.     (W)     SCALED    
 EW4838* NAVD 88     -       291.11   (+/-2cm)     955.1    (feet)  VERTCON   
 EW4838  ___________________________________________________________________
 EW4838  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EW4838  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4838
 EW4838.The horizontal coordinates were scaled from a topographic map and have
 EW4838.an estimated accuracy of +/- 6 seconds.
 EW4838
 EW4838.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4838.The vertical order pertains to the NGVD 29 superseded value.
 EW4838
 EW4838.The geoid height was determined by GEOID03.
 EW4838
 EW4838;                    North         East    Units  Estimated Accuracy
 EW4838;SPC CA 5     -   584,940.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4838
 EW4838                          SUPERSEDED SURVEY CONTROL
 EW4838
 EW4838  NGVD 29 (??/??/92)  290.305  (m)          952.44   (f) ADJ UNCH    1 1
 EW4838
 EW4838.Superseded values are not recommended for survey control.
 EW4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4838.See file dsdata.txt to determine how the superseded data were derived.
 EW4838
 EW4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616925(NAD 83)
 EW4838_MARKER: S = SPIKE
 EW4838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4838_SP_SET: CURB
 EW4838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4838
 EW4838  HISTORY     - Date     Condition        Report By
 EW4838  HISTORY     - UNK      MONUMENTED       CA1980
 EW4838  HISTORY     - 1968     GOOD             CA1980
 EW4838  HISTORY     - 1974     GOOD             CA1980
 EW4838  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4838
 EW4838                          STATION DESCRIPTION
 EW4838
 EW4838'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4838'AT LOS ANGELES.
 EW4838'WIRE SPIKE IN THE EAST CURB OF BALBOA BOULEVARD, 42.8 FEET
 EW4838'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF THE SOUTH PROPERTY
 EW4838'LINE OF CHATSWORTH STREET.
 EW4838
 EW4838                          STATION RECOVERY (1974)
 EW4838
 EW4838'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4838'RECOVERED IN GOOD CONDITION.
 EW4838
 EW4838                          STATION RECOVERY (1994)
 EW4838
 EW4838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4838'THE CURB AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 EW4838'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3117 ***********************************************************************
 AB3117  DESIGNATION -  04 01325
 AB3117  PID         -  AB3117
 AB3117  STATE/COUNTY-  CA/LOS ANGELES
 AB3117  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3117
 AB3117                         *CURRENT SURVEY CONTROL
 AB3117  ___________________________________________________________________
 AB3117* NAD 83(1986)-  34 15 53.     (N)    118 30 07.     (W)     SCALED    
 AB3117* NAVD 88     -       292.501  (meters)     959.65   (feet)  ADJUSTED  
 AB3117  ___________________________________________________________________
 AB3117  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AB3117  DYNAMIC HT  -         292.178 (meters)     958.59  (feet)  COMP
 AB3117  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 AB3117
 AB3117  VERT ORDER  -  THIRD
 AB3117
 AB3117.The horizontal coordinates were scaled from a topographic map and have
 AB3117.an estimated accuracy of +/- 6 seconds.
 AB3117
 AB3117.The orthometric height was determined by differential leveling
 AB3117.and adjusted in November 1996.
 AB3117
 AB3117.The geoid height was determined by GEOID03.
 AB3117
 AB3117.The dynamic height is computed by dividing the NAVD 88
 AB3117.geopotential number by the normal gravity value computed on the
 AB3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3117.degrees latitude (g = 980.6199 gals.).
 AB3117
 AB3117.The modeled gravity was interpolated from observed gravity values.
 AB3117
 AB3117;                    North         East    Units  Estimated Accuracy
 AB3117;SPC CA 5     -   584,940.    1,953,770.      MT  (+/- 180 meters Scaled)
 AB3117
 AB3117                          SUPERSEDED SURVEY CONTROL
 AB3117
 AB3117.No superseded survey control is available for this station.
 AB3117
 AB3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617925(NAD 83)
 AB3117_MARKER: DD = SURVEY DISK
 AB3117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB3117_SP_SET: CATCH BASIN
 AB3117_STAMPING: CITY OF LA SURVEY 04 01325 PBM 1987
 AB3117_MARK LOGO: CA1980
 AB3117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3117+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 AB3117
 AB3117  HISTORY     - Date     Condition        Report By
 AB3117  HISTORY     - 1987     MONUMENTED       CA1980
 AB3117  HISTORY     - 19941003 GOOD             MWDSC
 AB3117
 AB3117                          STATION DESCRIPTION
 AB3117
 AB3117'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3117'GRANADA HILLS, AT THE INTERSECTION OF BALBOA BLVD AND CHATSWORTH ST,
 AB3117'44 FEET (13.4 M) EAST OF BALBOA BL AND 129 FEET (39.3 M) NORTH OF
 AB3117'CHATSWORTH ST.  FOUND A 2 INCH BRASS DISK STAMPED CITY OF LA SURVEY
 AB3117'PBM 04 01325 1987 SET FLUSH IN TOP OF CONCRETE CATCH BASIN.  REF MWD
 AB3117'FB 4032 01 019.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4825 ***********************************************************************
 EW4825  DESIGNATION -  04 01469
 EW4825  PID         -  EW4825
 EW4825  STATE/COUNTY-  CA/LOS ANGELES
 EW4825  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4825
 EW4825                         *CURRENT SURVEY CONTROL
 EW4825  ___________________________________________________________________
 EW4825* NAD 83(1986)-  34 15 26.     (N)    118 31 24.     (W)     SCALED    
 EW4825* NAVD 88     -       299.74   (+/-2cm)     983.4    (feet)  VERTCON   
 EW4825  ___________________________________________________________________
 EW4825  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EW4825  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4825
 EW4825.The horizontal coordinates were scaled from a topographic map and have
 EW4825.an estimated accuracy of +/- 6 seconds.
 EW4825
 EW4825.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4825.The vertical order pertains to the NGVD 29 superseded value.
 EW4825
 EW4825.The geoid height was determined by GEOID03.
 EW4825
 EW4825;                    North         East    Units  Estimated Accuracy
 EW4825;SPC CA 5     -   584,120.    1,951,800.      MT  (+/- 180 meters Scaled)
 EW4825
 EW4825                          SUPERSEDED SURVEY CONTROL
 EW4825
 EW4825  NGVD 29 (??/??/92)  298.935  (m)          980.76   (f) ADJ UNCH    1 1
 EW4825
 EW4825.Superseded values are not recommended for survey control.
 EW4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4825.See file dsdata.txt to determine how the superseded data were derived.
 EW4825
 EW4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT597917(NAD 83)
 EW4825_MARKER: B = BOLT
 EW4825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4825_SP_SET: CURB
 EW4825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4825
 EW4825  HISTORY     - Date     Condition        Report By
 EW4825  HISTORY     - UNK      MONUMENTED       CA1980
 EW4825  HISTORY     - 1974     GOOD             CA1980
 EW4825  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4825
 EW4825                          STATION DESCRIPTION
 EW4825
 EW4825'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4825'AT LOS ANGELES.
 EW4825'IN W CURB ZELZAH AVE, 41.5 FT. N OF BC CURB RETURN N OF DEVONSHIRE
 EW4825'ST.
 EW4825
 EW4825                          STATION RECOVERY (1994)
 EW4825
 EW4825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4825'THE CURB AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW4825'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4831 ***********************************************************************
 EW4831  DESIGNATION -  04 02302
 EW4831  PID         -  EW4831
 EW4831  STATE/COUNTY-  CA/LOS ANGELES
 EW4831  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4831
 EW4831                         *CURRENT SURVEY CONTROL
 EW4831  ___________________________________________________________________
 EW4831* NAD 83(1986)-  34 15 26.     (N)    118 30 24.     (W)     SCALED    
 EW4831* NAVD 88     -       290.129  (meters)     951.86   (feet)  ADJUSTED  
 EW4831  ___________________________________________________________________
 EW4831  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EW4831  DYNAMIC HT  -         289.810 (meters)     950.82  (feet)  COMP
 EW4831  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 EW4831
 EW4831  VERT ORDER  -  FIRST     CLASS I
 EW4831
 EW4831.The horizontal coordinates were scaled from a topographic map and have
 EW4831.an estimated accuracy of +/- 6 seconds.
 EW4831
 EW4831.The orthometric height was determined by differential leveling
 EW4831.and adjusted in June 1995.
 EW4831
 EW4831.The geoid height was determined by GEOID03.
 EW4831
 EW4831.The dynamic height is computed by dividing the NAVD 88
 EW4831.geopotential number by the normal gravity value computed on the
 EW4831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4831.degrees latitude (g = 980.6199 gals.).
 EW4831
 EW4831.The modeled gravity was interpolated from observed gravity values.
 EW4831
 EW4831;                    North         East    Units  Estimated Accuracy
 EW4831;SPC CA 5     -   584,110.    1,953,340.      MT  (+/- 180 meters Scaled)
 EW4831
 EW4831                          SUPERSEDED SURVEY CONTROL
 EW4831
 EW4831  NGVD 29 (??/??/92)  288.787  (m)          947.46   (f) ADJ UNCH    1 1
 EW4831
 EW4831.Superseded values are not recommended for survey control.
 EW4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4831.See file dsdata.txt to determine how the superseded data were derived.
 EW4831
 EW4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT612917(NAD 83)
 EW4831_MARKER: DD = SURVEY DISK
 EW4831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4831_SP_SET: CATCH BASIN
 EW4831_STAMPING: 04-02302 1968
 EW4831_MARK LOGO: CA1980
 EW4831_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4831+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4831
 EW4831  HISTORY     - Date     Condition        Report By
 EW4831  HISTORY     - 1968     MONUMENTED       CA1980
 EW4831  HISTORY     - 1974     GOOD             CA1980
 EW4831  HISTORY     - 19940712 GOOD             NGS
 EW4831
 EW4831                          STATION DESCRIPTION
 EW4831
 EW4831'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4831'AT LOS ANGELES.
 EW4831'PRECISE BENCH MARK, STAMPED 04-02302 1968, 4.1 FEET SOUTH OF
 EW4831'THE SOUTH CURB LINE OF DEVONSHIRE STREET, 17 FEET WEST OF THE
 EW4831'BEGINNING OF CURB RETURN WEST OF AMESTOY AVENUE, IN THE TOP OF
 EW4831'A CATCH BASIN, AT THE SOUTHWEST CORNER.
 EW4831
 EW4831                          STATION RECOVERY (1974)
 EW4831
 EW4831'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4831'RECOVERED IN GOOD CONDITION.
 EW4831
 EW4831                          STATION RECOVERY (1994)
 EW4831
 EW4831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4831'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND AMESTOY
 EW4831'BOULEVARD, NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 18.5 M
 EW4831'(60.7 FT) WEST OF THE CENTERLINE OF THE AVENUE, 8.2 M (26.9 FT) SOUTH
 EW4831'OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET,
 EW4831'5.0 M (16.4 FT) WEST OF A UTILITY LIGHT POLE, AND 1.1 M (3.6 FT) SOUTH
 EW4831'OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4830 ***********************************************************************
 EW4830  DESIGNATION -  04 02309
 EW4830  PID         -  EW4830
 EW4830  STATE/COUNTY-  CA/LOS ANGELES
 EW4830  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4830
 EW4830                         *CURRENT SURVEY CONTROL
 EW4830  ___________________________________________________________________
 EW4830* NAD 83(1986)-  34 15 26.     (N)    118 30 39.     (W)     SCALED    
 EW4830* NAVD 88     -       292.003  (meters)     958.01   (feet)  ADJUSTED  
 EW4830  ___________________________________________________________________
 EW4830  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW4830  DYNAMIC HT  -         291.682 (meters)     956.96  (feet)  COMP
 EW4830  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 EW4830
 EW4830  VERT ORDER  -  FIRST     CLASS I
 EW4830
 EW4830.The horizontal coordinates were scaled from a topographic map and have
 EW4830.an estimated accuracy of +/- 6 seconds.
 EW4830
 EW4830.The orthometric height was determined by differential leveling
 EW4830.and adjusted in June 1995.
 EW4830
 EW4830.The geoid height was determined by GEOID03.
 EW4830
 EW4830.The dynamic height is computed by dividing the NAVD 88
 EW4830.geopotential number by the normal gravity value computed on the
 EW4830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4830.degrees latitude (g = 980.6199 gals.).
 EW4830
 EW4830.The modeled gravity was interpolated from observed gravity values.
 EW4830
 EW4830;                    North         East    Units  Estimated Accuracy
 EW4830;SPC CA 5     -   584,120.    1,952,950.      MT  (+/- 180 meters Scaled)
 EW4830
 EW4830                          SUPERSEDED SURVEY CONTROL
 EW4830
 EW4830  NGVD 29 (??/??/92)  290.659  (m)          953.60   (f) ADJ UNCH    1 1
 EW4830
 EW4830.Superseded values are not recommended for survey control.
 EW4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4830.See file dsdata.txt to determine how the superseded data were derived.
 EW4830
 EW4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT608917(NAD 83)
 EW4830_MARKER: S = SPIKE
 EW4830_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4830_SP_SET: CURB
 EW4830_MARK LOGO: NONE  
 EW4830_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4830+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4830
 EW4830  HISTORY     - Date     Condition        Report By
 EW4830  HISTORY     - UNK      MONUMENTED       CA1980
 EW4830  HISTORY     - 1968     GOOD             CA1980
 EW4830  HISTORY     - 1974     GOOD             CA1980
 EW4830  HISTORY     - 19940712 GOOD             NGS
 EW4830
 EW4830                          STATION DESCRIPTION
 EW4830
 EW4830'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4830'IN LOS ANGELES.
 EW4830'WIRE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, 2 FEET EAST
 EW4830'OF THE BEGINNING OF CURB RETURN EAST OF LOUISE AVENUE.
 EW4830
 EW4830                          STATION RECOVERY (1974)
 EW4830
 EW4830'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4830'RECOVERED IN GOOD CONDITION.
 EW4830
 EW4830                          STATION RECOVERY (1994)
 EW4830
 EW4830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4830'IN GRENADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND LOUISE
 EW4830'AVENUE, A SPIKE IN THE NORTH CURB OF THE STREET, 16.2 M (53.1 FT) EAST
 EW4830'OF THE CENTERLINE OF THE AVENUE, 7.1 M (23.3 FT) NORTH OF THE
 EW4830'CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 1.7 M (5.6 FT)
 EW4830'SOUTHEAST OF UTILITY POLE NUMBER M757701, AND 0.6 M (2.0 FT) EAST OF
 EW4830'THE WEST END OF THE CURB RETURN EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4828 ***********************************************************************
 EW4828  DESIGNATION -  04 02315
 EW4828  PID         -  EW4828
 EW4828  STATE/COUNTY-  CA/LOS ANGELES
 EW4828  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4828
 EW4828                         *CURRENT SURVEY CONTROL
 EW4828  ___________________________________________________________________
 EW4828* NAD 83(1986)-  34 15 26.     (N)    118 30 46.     (W)     SCALED    
 EW4828* NAVD 88     -       293.509  (meters)     962.95   (feet)  ADJUSTED  
 EW4828  ___________________________________________________________________
 EW4828  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW4828  DYNAMIC HT  -         293.186 (meters)     961.89  (feet)  COMP
 EW4828  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 EW4828
 EW4828  VERT ORDER  -  FIRST     CLASS I
 EW4828
 EW4828.The horizontal coordinates were scaled from a topographic map and have
 EW4828.an estimated accuracy of +/- 6 seconds.
 EW4828
 EW4828.The orthometric height was determined by differential leveling
 EW4828.and adjusted in June 1995.
 EW4828
 EW4828.The geoid height was determined by GEOID03.
 EW4828
 EW4828.The dynamic height is computed by dividing the NAVD 88
 EW4828.geopotential number by the normal gravity value computed on the
 EW4828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4828.degrees latitude (g = 980.6199 gals.).
 EW4828
 EW4828.The modeled gravity was interpolated from observed gravity values.
 EW4828
 EW4828;                    North         East    Units  Estimated Accuracy
 EW4828;SPC CA 5     -   584,120.    1,952,770.      MT  (+/- 180 meters Scaled)
 EW4828
 EW4828                          SUPERSEDED SURVEY CONTROL
 EW4828
 EW4828  NGVD 29 (??/??/92)  292.156  (m)          958.52   (f) ADJ UNCH    1 1
 EW4828
 EW4828.Superseded values are not recommended for survey control.
 EW4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4828.See file dsdata.txt to determine how the superseded data were derived.
 EW4828
 EW4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT607917(NAD 83)
 EW4828_MARKER: S = SPIKE
 EW4828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4828_SP_SET: CURB
 EW4828_MARK LOGO: NONE  
 EW4828_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4828+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4828
 EW4828  HISTORY     - Date     Condition        Report By
 EW4828  HISTORY     - UNK      MONUMENTED       CA1980
 EW4828  HISTORY     - 1968     GOOD             CA1980
 EW4828  HISTORY     - 1974     GOOD             CA1980
 EW4828  HISTORY     - 19940712 GOOD             NGS
 EW4828
 EW4828                          STATION DESCRIPTION
 EW4828
 EW4828'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4828'IN LOS ANGELES.
 EW4828'WIRE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, 5.3 FEET EAST
 EW4828'OF THE BEGINNING OF CURB RETURN EAST OF ANDASOL AVENUE.
 EW4828
 EW4828                          STATION RECOVERY (1974)
 EW4828
 EW4828'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4828'RECOVERED IN GOOD CONDITION.
 EW4828
 EW4828                          STATION RECOVERY (1994)
 EW4828
 EW4828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4828'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND ANDASOL
 EW4828'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE STREET, 13.4 M (44.0
 EW4828'FT) EAST OF THE CENTER OF THE AVENUE, 7.1 M (23.3 FT) NORTH OF AND
 EW4828'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 6.1 M
 EW4828'(20.0 FT) EAST OF THE WEST END OF THE CURB RETURN EAST, AND 1.6 M (5.2
 EW4828'FT) EAST-SOUTHEAST OF A UTILITY LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4827 ***********************************************************************
 EW4827  DESIGNATION -  04 02321
 EW4827  PID         -  EW4827
 EW4827  STATE/COUNTY-  CA/LOS ANGELES
 EW4827  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4827
 EW4827                         *CURRENT SURVEY CONTROL
 EW4827  ___________________________________________________________________
 EW4827* NAD 83(1986)-  34 15 25.     (N)    118 30 55.     (W)     SCALED    
 EW4827* NAVD 88     -       295.577  (meters)     969.74   (feet)  ADJUSTED  
 EW4827  ___________________________________________________________________
 EW4827  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EW4827  DYNAMIC HT  -         295.252 (meters)     968.67  (feet)  COMP
 EW4827  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 EW4827
 EW4827  VERT ORDER  -  FIRST     CLASS I
 EW4827
 EW4827.The horizontal coordinates were scaled from a topographic map and have
 EW4827.an estimated accuracy of +/- 6 seconds.
 EW4827
 EW4827.The orthometric height was determined by differential leveling
 EW4827.and adjusted in June 1995.
 EW4827
 EW4827.The geoid height was determined by GEOID03.
 EW4827
 EW4827.The dynamic height is computed by dividing the NAVD 88
 EW4827.geopotential number by the normal gravity value computed on the
 EW4827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4827.degrees latitude (g = 980.6199 gals.).
 EW4827
 EW4827.The modeled gravity was interpolated from observed gravity values.
 EW4827
 EW4827;                    North         East    Units  Estimated Accuracy
 EW4827;SPC CA 5     -   584,090.    1,952,540.      MT  (+/- 180 meters Scaled)
 EW4827
 EW4827                          SUPERSEDED SURVEY CONTROL
 EW4827
 EW4827  NGVD 29 (??/??/92)  294.231  (m)          965.32   (f) ADJ UNCH    1 1
 EW4827
 EW4827.Superseded values are not recommended for survey control.
 EW4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4827.See file dsdata.txt to determine how the superseded data were derived.
 EW4827
 EW4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT604916(NAD 83)
 EW4827_MARKER: S = SPIKE
 EW4827_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4827_SP_SET: CURB
 EW4827_MARK LOGO: NONE  
 EW4827_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4827+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 EW4827
 EW4827  HISTORY     - Date     Condition        Report By
 EW4827  HISTORY     - UNK      MONUMENTED       CA1980
 EW4827  HISTORY     - 1968     GOOD             CA1980
 EW4827  HISTORY     - 1974     GOOD             CA1980
 EW4827  HISTORY     - 19940712 GOOD             NGS
 EW4827  HISTORY     - 20060307 GOOD             CA1980
 EW4827
 EW4827                          STATION DESCRIPTION
 EW4827
 EW4827'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4827'AT LOS ANGELES.
 EW4827'WIRE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, 2 FEET WEST
 EW4827'OF THE BEGINNING OF CURB RETURN WEST OF ENCINO AVENUE.
 EW4827
 EW4827                          STATION RECOVERY (1974)
 EW4827
 EW4827'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4827'RECOVERED IN GOOD CONDITION.
 EW4827
 EW4827                          STATION RECOVERY (1994)
 EW4827
 EW4827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4827'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND ENCINO
 EW4827'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE STREET, 14.0 M (45.9
 EW4827'FT) WEST OF THE CENTER OF THE AVENUE, 7.1 M (23.3 FT) NORTH OF AND
 EW4827'LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 0.6 M
 EW4827'(2.0 FT) WEST OF THE EAST END OF THE CURB RETURN WEST, AND 0.6 M (2.0
 EW4827'FT) SOUTH-SOUTHWEST OF A UTILITY POLE SUPPORTING TRAFFIC SIGNALS.
 EW4827
 EW4827                          STATION RECOVERY (2006)
 EW4827
 EW4827'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 EW4827'THE MARK IS LOCATED IN THE GRANADA HILLS AREA OF LOS ANGELES COUNTY,
 EW4827'CALIFORNIA.
 EW4827' 
 EW4827'THE MARK IS A SPIKE IN NORTH CURB OF DEVONSHIRE BOULEVARD, 0.61 M (2.0
 EW4827'FT) WEST OF BEGIN CURB RETURN, WEST OF ENCINO AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4824 ***********************************************************************
 EW4824  DESIGNATION -  04 02399
 EW4824  PID         -  EW4824
 EW4824  STATE/COUNTY-  CA/LOS ANGELES
 EW4824  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4824
 EW4824                         *CURRENT SURVEY CONTROL
 EW4824  ___________________________________________________________________
 EW4824* NAD 83(1986)-  34 15 24.     (N)    118 31 30.     (W)     SCALED    
 EW4824* NAVD 88     -       298.53   (+/-2cm)     979.4    (feet)  VERTCON   
 EW4824  ___________________________________________________________________
 EW4824  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EW4824  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4824
 EW4824.The horizontal coordinates were scaled from a topographic map and have
 EW4824.an estimated accuracy of +/- 6 seconds.
 EW4824
 EW4824.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4824.The vertical order pertains to the NGVD 29 superseded value.
 EW4824
 EW4824.The geoid height was determined by GEOID03.
 EW4824
 EW4824;                    North         East    Units  Estimated Accuracy
 EW4824;SPC CA 5     -   584,060.    1,951,650.      MT  (+/- 180 meters Scaled)
 EW4824
 EW4824                          SUPERSEDED SURVEY CONTROL
 EW4824
 EW4824  NGVD 29 (??/??/92)  297.730  (m)          976.80   (f) ADJ UNCH    1 1
 EW4824
 EW4824.Superseded values are not recommended for survey control.
 EW4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4824.See file dsdata.txt to determine how the superseded data were derived.
 EW4824
 EW4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT595916(NAD 83)
 EW4824_MARKER: DD = SURVEY DISK
 EW4824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4824_SP_SET: CATCH BASIN
 EW4824_STAMPING: 04-02399 1968
 EW4824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4824
 EW4824  HISTORY     - Date     Condition        Report By
 EW4824  HISTORY     - 1968     MONUMENTED       CA1980
 EW4824  HISTORY     - 1974     GOOD             CA1980
 EW4824  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4824
 EW4824                          STATION DESCRIPTION
 EW4824
 EW4824'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4824'AT LOS ANGELES.
 EW4824'PRECISE BENCH MARK, STAMPED 04-02399 1968, 0.12 OF A MILE
 EW4824'EASTERLY FROM LINDLEY AVENUE, 2 FEET NORTH OF THE NORTH CURB
 EW4824'LINE OF DEVONSHIRE STREET, 6.3 FEET WEST OF THE CENTER LINE
 EW4824'PROLONGATION OF THE ENTRANCE TO APARTMENT HOUSE NUMBER 17951,
 EW4824'EAST END OF A CATCH BASIN.
 EW4824
 EW4824                          STATION RECOVERY (1974)
 EW4824
 EW4824'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4824'RECOVERED IN GOOD CONDITION.
 EW4824
 EW4824                          STATION RECOVERY (1994)
 EW4824
 EW4824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4824'THE CATCH BASIN AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW4824'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7914 ***********************************************************************
 DJ7914  DESIGNATION -  04 02432
 DJ7914  PID         -  DJ7914
 DJ7914  STATE/COUNTY-  CA/LOS ANGELES
 DJ7914  USGS QUAD   -  OAT MOUNTAIN (1969)
 DJ7914
 DJ7914                         *CURRENT SURVEY CONTROL
 DJ7914  ___________________________________________________________________
 DJ7914* NAD 83(1986)-  34 15 26.     (N)    118 31 38.     (W)     SCALED    
 DJ7914* NAVD 88     -       299.564  (meters)     982.82   (feet)  ADJUSTED  
 DJ7914  ___________________________________________________________________
 DJ7914  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DJ7914  DYNAMIC HT  -         299.235 (meters)     981.74  (feet)  COMP
 DJ7914  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DJ7914
 DJ7914  VERT ORDER  -  SECOND    CLASS II
 DJ7914
 DJ7914.The horizontal coordinates were scaled from a topographic map and have
 DJ7914.an estimated accuracy of +/- 6 seconds.
 DJ7914
 DJ7914.The orthometric height was determined by differential leveling
 DJ7914.and adjusted in February 2008.
 DJ7914
 DJ7914.The geoid height was determined by GEOID03.
 DJ7914
 DJ7914.The dynamic height is computed by dividing the NAVD 88
 DJ7914.geopotential number by the normal gravity value computed on the
 DJ7914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7914.degrees latitude (g = 980.6199 gals.).
 DJ7914
 DJ7914.The modeled gravity was interpolated from observed gravity values.
 DJ7914
 DJ7914;                    North         East    Units  Estimated Accuracy
 DJ7914;SPC CA 5     -   584,120.    1,951,440.      MT  (+/- 180 meters Scaled)
 DJ7914
 DJ7914                          SUPERSEDED SURVEY CONTROL
 DJ7914
 DJ7914.No superseded survey control is available for this station.
 DJ7914
 DJ7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT593917(NAD 83)
 DJ7914_MARKER: S = SPIKE
 DJ7914_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7914_SP_SET: SPIKE SET IN CURB
 DJ7914_MARK LOGO: NONE  
 DJ7914_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7914
 DJ7914  HISTORY     - Date     Condition        Report By
 DJ7914  HISTORY     - 20060307 MONUMENTED       CA1980
 DJ7914
 DJ7914                          STATION DESCRIPTION
 DJ7914
 DJ7914'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7914'THE MARK IS IN GRANADA HILLS AREA OF LOS ANGELES COUNTY, CALIFORNIA.
 DJ7914' 
 DJ7914'THE MARK IS A SPIKE SET IN THE WEST CURB OF LINDLEY AVENUE, 0.61 M
 DJ7914'(2.0 FT) NORTH OF THE BEGINNING OF THE CURB RETURN, ON THE NORTH SIDE
 DJ7914'OF DEVONSHIRE BOULEVARD, SOUTH OF GRANADA HILLS HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4822 ***********************************************************************
 EW4822  DESIGNATION -  04 02443
 EW4822  PID         -  EW4822
 EW4822  STATE/COUNTY-  CA/LOS ANGELES
 EW4822  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4822
 EW4822                         *CURRENT SURVEY CONTROL
 EW4822  ___________________________________________________________________
 EW4822* NAD 83(1986)-  34 15 26.     (N)    118 31 52.     (W)     SCALED    
 EW4822* NAVD 88     -       299.887  (meters)     983.88   (feet)  ADJUSTED  
 EW4822  ___________________________________________________________________
 EW4822  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4822  DYNAMIC HT  -         299.557 (meters)     982.80  (feet)  COMP
 EW4822  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 EW4822
 EW4822  VERT ORDER  -  FIRST     CLASS I
 EW4822
 EW4822.The horizontal coordinates were scaled from a topographic map and have
 EW4822.an estimated accuracy of +/- 6 seconds.
 EW4822
 EW4822.The orthometric height was determined by differential leveling
 EW4822.and adjusted in June 1995.
 EW4822
 EW4822.The geoid height was determined by GEOID03.
 EW4822
 EW4822.The dynamic height is computed by dividing the NAVD 88
 EW4822.geopotential number by the normal gravity value computed on the
 EW4822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4822.degrees latitude (g = 980.6199 gals.).
 EW4822
 EW4822.The modeled gravity was interpolated from observed gravity values.
 EW4822
 EW4822;                    North         East    Units  Estimated Accuracy
 EW4822;SPC CA 5     -   584,120.    1,951,080.      MT  (+/- 180 meters Scaled)
 EW4822
 EW4822                          SUPERSEDED SURVEY CONTROL
 EW4822
 EW4822  NGVD 29 (??/??/92)  298.514  (m)          979.37   (f) ADJ UNCH    1 1
 EW4822
 EW4822.Superseded values are not recommended for survey control.
 EW4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4822.See file dsdata.txt to determine how the superseded data were derived.
 EW4822
 EW4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT590917(NAD 83)
 EW4822_MARKER: F = FLANGE-ENCASED ROD
 EW4822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EW4822+WITH SETTING: INFORMATION.
 EW4822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4822_STAMPING: C OF LA ENGINEERING
 EW4822_MARK LOGO: CA1980
 EW4822_PROJECTION: RECESSED 40 CENTIMETERS
 EW4822_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4822+STABILITY: SURFACE MOTION
 EW4822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4822+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 EW4822
 EW4822  HISTORY     - Date     Condition        Report By
 EW4822  HISTORY     - UNK      MONUMENTED       CA1980
 EW4822  HISTORY     - 1974     GOOD             CA1980
 EW4822  HISTORY     - 19940712 GOOD             NGS
 EW4822  HISTORY     - 20060307 GOOD             CA1980
 EW4822
 EW4822                          STATION DESCRIPTION
 EW4822
 EW4822'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4822'AT LOS ANGELES.
 EW4822'STM SUR MON ON CTR LINE INTERSECTION OF DEVONSHIRE ST AND
 EW4822'ETIWANDA AVE.
 EW4822
 EW4822                          STATION RECOVERY (1994)
 EW4822
 EW4822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4822'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND
 EW4822'ETIWANDA AVENUE, IN THE CENTER OF THE INTERSECTION, AND THE DATUM
 EW4822'POINT IS 0.4 M (1.3 FT) BELOW THE LEVEL OF THE INTERSECTION.
 EW4822'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 9-INCH METAL COVER CAST C
 EW4822'OF LA ENGINEERING.
 EW4822
 EW4822                          STATION RECOVERY (2006)
 EW4822
 EW4822'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 EW4822'MARK IS LOCATED IN THE GRANADA HILLS, COUNTY OF LOS ANGELES
 EW4822'CALIFORNIA.
 EW4822' 
 EW4822'THE MARK IS A LACE PRECISE BENCH MARK CONSISTING OF A COPPER ROD SET
 EW4822'WITHIN A 9 INCH (23 CM) METAL ENCASEMENT WITH LID ON THE CENTERLINE OF
 EW4822'AND IN THE INTERSECTION OF DEVONSHIRE BOULEVARD AND ETIWANDA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4821 ***********************************************************************
 EW4821  DESIGNATION -  04 02445 C OF LA
 EW4821  PID         -  EW4821
 EW4821  STATE/COUNTY-  CA/LOS ANGELES
 EW4821  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4821
 EW4821                         *CURRENT SURVEY CONTROL
 EW4821  ___________________________________________________________________
 EW4821* NAD 83(1986)-  34 15 26.     (N)    118 31 52.     (W)     SCALED    
 EW4821* NAVD 88     -       299.72   (+/-2cm)     983.3    (feet)  VERTCON   
 EW4821  ___________________________________________________________________
 EW4821  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4821  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4821
 EW4821.The horizontal coordinates were scaled from a topographic map and have
 EW4821.an estimated accuracy of +/- 6 seconds.
 EW4821
 EW4821.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4821.The vertical order pertains to the NGVD 29 superseded value.
 EW4821
 EW4821.The geoid height was determined by GEOID03.
 EW4821
 EW4821;                    North         East    Units  Estimated Accuracy
 EW4821;SPC CA 5     -   584,120.    1,951,080.      MT  (+/- 180 meters Scaled)
 EW4821
 EW4821                          SUPERSEDED SURVEY CONTROL
 EW4821
 EW4821  NGVD 29 (??/??/92)  298.915  (m)          980.69   (f) ADJ UNCH    1 1
 EW4821
 EW4821.Superseded values are not recommended for survey control.
 EW4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4821.See file dsdata.txt to determine how the superseded data were derived.
 EW4821
 EW4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT590917(NAD 83)
 EW4821_MARKER: S = SPIKE
 EW4821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4821_SP_SET: CURB
 EW4821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4821
 EW4821  HISTORY     - Date     Condition        Report By
 EW4821  HISTORY     - UNK      MONUMENTED       CA1980
 EW4821  HISTORY     - 1968     GOOD             CA1980
 EW4821  HISTORY     - 1971     GOOD             CA1980
 EW4821
 EW4821                          STATION DESCRIPTION
 EW4821
 EW4821'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4821'AT LOS ANGELES.
 EW4821'WIRE SPIKE IN THE WEST CURB OF ETIWANDA AVENUE, 2 FEET NORTH OF
 EW4821'THE BEGINNING OF CURB RETURN NORTH OF DEVONSHIRE STREET.
 EW4821
 EW4821                          STATION RECOVERY (1971)
 EW4821
 EW4821'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4816 ***********************************************************************
 EW4816  DESIGNATION -  04 02500
 EW4816  PID         -  EW4816
 EW4816  STATE/COUNTY-  CA/LOS ANGELES
 EW4816  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4816
 EW4816                         *CURRENT SURVEY CONTROL
 EW4816  ___________________________________________________________________
 EW4816* NAD 83(1986)-  34 15 27.     (N)    118 32 27.     (W)     SCALED    
 EW4816* NAVD 88     -       295.030  (meters)     967.94   (feet)  ADJUSTED  
 EW4816  ___________________________________________________________________
 EW4816  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4816  DYNAMIC HT  -         294.707 (meters)     966.88  (feet)  COMP
 EW4816  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 EW4816
 EW4816  VERT ORDER  -  FIRST     CLASS I
 EW4816
 EW4816.The horizontal coordinates were scaled from a topographic map and have
 EW4816.an estimated accuracy of +/- 6 seconds.
 EW4816
 EW4816.The orthometric height was determined by differential leveling
 EW4816.and adjusted in June 1995.
 EW4816
 EW4816.The geoid height was determined by GEOID03.
 EW4816
 EW4816.The dynamic height is computed by dividing the NAVD 88
 EW4816.geopotential number by the normal gravity value computed on the
 EW4816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4816.degrees latitude (g = 980.6199 gals.).
 EW4816
 EW4816.The modeled gravity was interpolated from observed gravity values.
 EW4816
 EW4816;                    North         East    Units  Estimated Accuracy
 EW4816;SPC CA 5     -   584,160.    1,950,190.      MT  (+/- 180 meters Scaled)
 EW4816
 EW4816                          SUPERSEDED SURVEY CONTROL
 EW4816
 EW4816  NGVD 29 (??/??/92)  293.649  (m)          963.41   (f) ADJ UNCH    1 1
 EW4816
 EW4816.Superseded values are not recommended for survey control.
 EW4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4816.See file dsdata.txt to determine how the superseded data were derived.
 EW4816
 EW4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT581917(NAD 83)
 EW4816_MARKER: S = SPIKE
 EW4816_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4816_SP_SET: CURB
 EW4816_MARK LOGO: NONE  
 EW4816_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4816+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4816
 EW4816  HISTORY     - Date     Condition        Report By
 EW4816  HISTORY     - UNK      MONUMENTED       CA1980
 EW4816  HISTORY     - 1974     GOOD             CA1980
 EW4816  HISTORY     - 19940712 GOOD             NGS
 EW4816
 EW4816                          STATION DESCRIPTION
 EW4816
 EW4816'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4816'AT LOS ANGELES.
 EW4816'IN S CURB DEVONSHIRE ST, 46.2 FT. E OF E P.L. OF HOUSE 18734,
 EW4816'0.2 MI ELY FROM WILBUR AVE.
 EW4816
 EW4816                          STATION RECOVERY (1994)
 EW4816
 EW4816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4816'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND WILBUR
 EW4816'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 333.0 M
 EW4816'(1092.5 FT) EAST OF THE CENTERLINE OF THE AVENUE, 21.1 M (69.2 FT)
 EW4816'EAST OF THE CENTER OF THE EAST DRIVEWAY TO A HOUSE AT 18734 DEVONSHIRE
 EW4816'STREET, 9.8 M (32.2 FT) WEST OF A UTILITY LIGHT POLE, 7.8 M (25.6 FT)
 EW4816'SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW4816'STREET, AND 3.0 M (9.8 FT) NORTH OF THE EAST END OF THE SOUTH RAILING
 EW4816'OF A CULVERT UNDER THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4817 ***********************************************************************
 EW4817  DESIGNATION -  04 02502 C OF LA
 EW4817  PID         -  EW4817
 EW4817  STATE/COUNTY-  CA/LOS ANGELES
 EW4817  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4817
 EW4817                         *CURRENT SURVEY CONTROL
 EW4817  ___________________________________________________________________
 EW4817* NAD 83(1986)-  34 15 27.     (N)    118 32 27.     (W)     SCALED    
 EW4817* NAVD 88     -       294.61   (+/-2cm)     966.6    (feet)  VERTCON   
 EW4817  ___________________________________________________________________
 EW4817  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4817  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4817
 EW4817.The horizontal coordinates were scaled from a topographic map and have
 EW4817.an estimated accuracy of +/- 6 seconds.
 EW4817
 EW4817.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4817.The vertical order pertains to the NGVD 29 superseded value.
 EW4817
 EW4817.The geoid height was determined by GEOID03.
 EW4817
 EW4817;                    North         East    Units  Estimated Accuracy
 EW4817;SPC CA 5     -   584,160.    1,950,190.      MT  (+/- 180 meters Scaled)
 EW4817
 EW4817                          SUPERSEDED SURVEY CONTROL
 EW4817
 EW4817  NGVD 29 (??/??/92)  293.805  (m)          963.93   (f) ADJ UNCH    1 2
 EW4817
 EW4817.Superseded values are not recommended for survey control.
 EW4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4817.See file dsdata.txt to determine how the superseded data were derived.
 EW4817
 EW4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT581917(NAD 83)
 EW4817_MARKER: R = RIVET
 EW4817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4817_SP_SET: CULVERT
 EW4817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4817
 EW4817  HISTORY     - Date     Condition        Report By
 EW4817  HISTORY     - UNK      MONUMENTED       CA1980
 EW4817  HISTORY     - 1968     GOOD             CA1980
 EW4817  HISTORY     - 1971     GOOD             CA1980
 EW4817
 EW4817                          STATION DESCRIPTION
 EW4817
 EW4817'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4817'AT LOS ANGELES.
 EW4817'BRASS RIVET IN LEAD, IN THE TOP OF THE HEADWALL, ONE FOOT EAST
 EW4817'OF THE WEST END OF A CULVERT-- ABOUT 29 FEET SOUTH OF THE
 EW4817'POINTED CENTER STRIPE IN DEVONSHIRE STREET, 173 FEET EAST OF
 EW4817'THE PROLONGATION OF THE EAST PROPERTY LINE OF RESIDENCE NUMBER
 EW4817'18740.
 EW4817
 EW4817                          STATION RECOVERY (1971)
 EW4817
 EW4817'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4814 ***********************************************************************
 EW4814  DESIGNATION -  04 02520
 EW4814  PID         -  EW4814
 EW4814  STATE/COUNTY-  CA/LOS ANGELES
 EW4814  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4814
 EW4814                         *CURRENT SURVEY CONTROL
 EW4814  ___________________________________________________________________
 EW4814* NAD 83(1986)-  34 15 26.     (N)    118 32 40.     (W)     SCALED    
 EW4814* NAVD 88     -       294.859  (meters)     967.38   (feet)  ADJUSTED  
 EW4814  ___________________________________________________________________
 EW4814  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4814  DYNAMIC HT  -         294.536 (meters)     966.32  (feet)  COMP
 EW4814  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 EW4814
 EW4814  VERT ORDER  -  FIRST     CLASS I
 EW4814
 EW4814.The horizontal coordinates were scaled from a topographic map and have
 EW4814.an estimated accuracy of +/- 6 seconds.
 EW4814
 EW4814.The orthometric height was determined by differential leveling
 EW4814.and adjusted in June 1995.
 EW4814
 EW4814.The geoid height was determined by GEOID03.
 EW4814
 EW4814.The dynamic height is computed by dividing the NAVD 88
 EW4814.geopotential number by the normal gravity value computed on the
 EW4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4814.degrees latitude (g = 980.6199 gals.).
 EW4814
 EW4814.The modeled gravity was interpolated from observed gravity values.
 EW4814
 EW4814;                    North         East    Units  Estimated Accuracy
 EW4814;SPC CA 5     -   584,130.    1,949,860.      MT  (+/- 180 meters Scaled)
 EW4814
 EW4814                          SUPERSEDED SURVEY CONTROL
 EW4814
 EW4814  NGVD 29 (??/??/92)  293.497  (m)          962.91   (f) ADJ UNCH    1 1
 EW4814
 EW4814.Superseded values are not recommended for survey control.
 EW4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4814.See file dsdata.txt to determine how the superseded data were derived.
 EW4814
 EW4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT577917(NAD 83)
 EW4814_MARKER: S = SPIKE
 EW4814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4814_SP_SET: CURB
 EW4814_MARK LOGO: NONE  
 EW4814_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4814+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4814
 EW4814  HISTORY     - Date     Condition        Report By
 EW4814  HISTORY     - UNK      MONUMENTED       CA1980
 EW4814  HISTORY     - 1968     GOOD             CA1980
 EW4814  HISTORY     - 1971     GOOD             CA1980
 EW4814  HISTORY     - 19940712 GOOD             NGS
 EW4814
 EW4814                          STATION DESCRIPTION
 EW4814
 EW4814'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4814'AT LOS ANGELES.
 EW4814'WIRE SPIKE IN THE SOUTH CURB OF DEVONSHIRE STREET, 5 FEET EAST
 EW4814'OF THE BEGINNING OF CURB RETURN EAST OF WILBUR AVENUE.
 EW4814
 EW4814                          STATION RECOVERY (1971)
 EW4814
 EW4814'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4814'RECOVERED IN GOOD CONDITION.
 EW4814
 EW4814                          STATION RECOVERY (1994)
 EW4814
 EW4814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4814'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND WILBUR
 EW4814'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 13.4 M (44.0
 EW4814'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, 7.1
 EW4814'M (23.3 FT) SOUTH OF AND LEVEL WITH CENTERLINE OF THE EASTBOUND LANES
 EW4814'OF THE STREET, 2.0 M (6.6 FT) EAST-NORTHEAST OF A UTILITY LIGHT POLE,
 EW4814'AND 1.5 M (4.9 FT) EAST OF THE BEGINNING OF THE CURB RETURN EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4815 ***********************************************************************
 EW4815  DESIGNATION -  04 02542 C OF LA
 EW4815  PID         -  EW4815
 EW4815  STATE/COUNTY-  CA/LOS ANGELES
 EW4815  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4815
 EW4815                         *CURRENT SURVEY CONTROL
 EW4815  ___________________________________________________________________
 EW4815* NAD 83(1986)-  34 15 26.     (N)    118 32 56.     (W)     SCALED    
 EW4815* NAVD 88     -       287.44   (+/-2cm)     943.0    (feet)  VERTCON   
 EW4815  ___________________________________________________________________
 EW4815  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4815  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4815
 EW4815.The horizontal coordinates were scaled from a topographic map and have
 EW4815.an estimated accuracy of +/- 6 seconds.
 EW4815
 EW4815.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4815.The vertical order pertains to the NGVD 29 superseded value.
 EW4815
 EW4815.The geoid height was determined by GEOID03.
 EW4815
 EW4815;                    North         East    Units  Estimated Accuracy
 EW4815;SPC CA 5     -   584,130.    1,949,450.      MT  (+/- 180 meters Scaled)
 EW4815
 EW4815                          SUPERSEDED SURVEY CONTROL
 EW4815
 EW4815  NGVD 29 (??/??/92)  286.639  (m)          940.41   (f) ADJ UNCH    1 1
 EW4815
 EW4815.Superseded values are not recommended for survey control.
 EW4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4815.See file dsdata.txt to determine how the superseded data were derived.
 EW4815
 EW4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT573917(NAD 83)
 EW4815_MARKER: S = SPIKE
 EW4815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4815_SP_SET: CURB
 EW4815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4815
 EW4815  HISTORY     - Date     Condition        Report By
 EW4815  HISTORY     - UNK      MONUMENTED       CA1980
 EW4815  HISTORY     - 1968     GOOD             CA1980
 EW4815  HISTORY     - 1974     GOOD             CA1980
 EW4815
 EW4815                          STATION DESCRIPTION
 EW4815
 EW4815'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4815'AT LOS ANGELES.
 EW4815'WIRE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, 3.2 FEET EAST
 EW4815'OF THE BEGINNING OF CURB RETURN EAST OF VANALDEN AVENUE.
 EW4815
 EW4815                          STATION RECOVERY (1974)
 EW4815
 EW4815'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4813 ***********************************************************************
 EW4813  DESIGNATION -  04 02549
 EW4813  PID         -  EW4813
 EW4813  STATE/COUNTY-  CA/LOS ANGELES
 EW4813  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4813
 EW4813                         *CURRENT SURVEY CONTROL
 EW4813  ___________________________________________________________________
 EW4813* NAD 83(1986)-  34 15 25.     (N)    118 33 00.     (W)     SCALED    
 EW4813* NAVD 88     -       286.253  (meters)     939.15   (feet)  ADJUSTED  
 EW4813  ___________________________________________________________________
 EW4813  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4813  DYNAMIC HT  -         285.939 (meters)     938.12  (feet)  COMP
 EW4813  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 EW4813
 EW4813  VERT ORDER  -  FIRST     CLASS I
 EW4813
 EW4813.The horizontal coordinates were scaled from a topographic map and have
 EW4813.an estimated accuracy of +/- 6 seconds.
 EW4813
 EW4813.The orthometric height was determined by differential leveling
 EW4813.and adjusted in June 1995.
 EW4813
 EW4813.The geoid height was determined by GEOID03.
 EW4813
 EW4813.The dynamic height is computed by dividing the NAVD 88
 EW4813.geopotential number by the normal gravity value computed on the
 EW4813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4813.degrees latitude (g = 980.6199 gals.).
 EW4813
 EW4813.The modeled gravity was interpolated from observed gravity values.
 EW4813
 EW4813;                    North         East    Units  Estimated Accuracy
 EW4813;SPC CA 5     -   584,100.    1,949,340.      MT  (+/- 180 meters Scaled)
 EW4813
 EW4813                          SUPERSEDED SURVEY CONTROL
 EW4813
 EW4813  NGVD 29 (??/??/92)  284.885  (m)          934.66   (f) ADJ UNCH    1 1
 EW4813
 EW4813.Superseded values are not recommended for survey control.
 EW4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4813.See file dsdata.txt to determine how the superseded data were derived.
 EW4813
 EW4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT572917(NAD 83)
 EW4813_MARKER: DD = SURVEY DISK
 EW4813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4813_SP_SET: CATCH BASIN
 EW4813_STAMPING: 04 0
 EW4813_MARK LOGO: CA1980
 EW4813_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4813+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4813
 EW4813  HISTORY     - Date     Condition        Report By
 EW4813  HISTORY     - 1968     MONUMENTED       CA1980
 EW4813  HISTORY     - 1974     GOOD             CA1980
 EW4813  HISTORY     - 19940712 GOOD             NGS
 EW4813  HISTORY     - 20010511 GOOD             NGS
 EW4813
 EW4813                          STATION DESCRIPTION
 EW4813
 EW4813'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4813'AT LOS ANGELES.
 EW4813'PRECISE BENCH MARK, STAMPED 04-02549 1968, 3.7 FEET NORTH OF
 EW4813'THE NORTH CURB LINE OF DEVONSHIRE STREET, 0.16 OF A MILE
 EW4813'EASTERLY FROM TAMPA AVENUE, 80 FEET EAST OF POWER POLE NO.
 EW4813'CWT 57313, IN THE TOP OF A CATCH BASIN, AT THE NORTHEAST CORNER.
 EW4813
 EW4813                          STATION RECOVERY (1974)
 EW4813
 EW4813'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4813'RECOVERED IN GOOD CONDITION.
 EW4813
 EW4813                          STATION RECOVERY (1994)
 EW4813
 EW4813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4813'IN GRANADA HILLS, AT THE INTERSECTION OF DEVONSHIRE STREET AND TAMPA
 EW4813'AVENUE, IN TOP OF AND 1.1 M (3.6 FT) NORTH OF THE SOUTH END OF THE
 EW4813'EAST CONCRETE RETAINING WALL OF A CATCH BASIN, 200.0 M (656.2 FT) EAST
 EW4813'OF THE CENTER OF THE AVENUE, 23.0 M (75.5 FT) EAST OF A UTILITY LIGHT
 EW4813'POLE, 8.2 M (26.9 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 EW4813'WESTBOUND LANES OF THE STREET, 2.3 M (7.5 FT) EAST-NORTHEAST OF THE
 EW4813'CENTER OF A MANHOLE COVER, AND 0.2 M (0.7 FT) SOUTH OF THE SOUTH EDGE
 EW4813'OF THE SIDEWALK.  NOTE--THE DISK HAS BEEN HIT, AND PART OF THE DISK IS
 EW4813'MISSING.  DISK ORIGINALLY READ- 04-02549 1968.
 EW4813
 EW4813                          STATION RECOVERY (2001)
 EW4813
 EW4813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4813'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4811 ***********************************************************************
 EW4811  DESIGNATION -  04 02625
 EW4811  PID         -  EW4811
 EW4811  STATE/COUNTY-  CA/LOS ANGELES
 EW4811  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4811
 EW4811                         *CURRENT SURVEY CONTROL
 EW4811  ___________________________________________________________________
 EW4811* NAD 83(1986)-  34 15 25.     (N)    118 33 19.     (W)     SCALED    
 EW4811* NAVD 88     -       293.429  (meters)     962.69   (feet)  ADJUSTED  
 EW4811  ___________________________________________________________________
 EW4811  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4811  DYNAMIC HT  -         293.108 (meters)     961.64  (feet)  COMP
 EW4811  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 EW4811
 EW4811  VERT ORDER  -  FIRST     CLASS I
 EW4811
 EW4811.The horizontal coordinates were scaled from a topographic map and have
 EW4811.an estimated accuracy of +/- 6 seconds.
 EW4811
 EW4811.The orthometric height was determined by differential leveling
 EW4811.and adjusted in June 1995.
 EW4811
 EW4811.The geoid height was determined by GEOID03.
 EW4811
 EW4811.The dynamic height is computed by dividing the NAVD 88
 EW4811.geopotential number by the normal gravity value computed on the
 EW4811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4811.degrees latitude (g = 980.6199 gals.).
 EW4811
 EW4811.The modeled gravity was interpolated from observed gravity values.
 EW4811
 EW4811;                    North         East    Units  Estimated Accuracy
 EW4811;SPC CA 5     -   584,110.    1,948,860.      MT  (+/- 180 meters Scaled)
 EW4811
 EW4811                          SUPERSEDED SURVEY CONTROL
 EW4811
 EW4811  NGVD 29 (??/??/92)  292.050  (m)          958.17   (f) ADJ UNCH    1 1
 EW4811
 EW4811.Superseded values are not recommended for survey control.
 EW4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4811.See file dsdata.txt to determine how the superseded data were derived.
 EW4811
 EW4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT568917(NAD 83)
 EW4811_MARKER: S = SPIKE
 EW4811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4811_SP_SET: CURB
 EW4811_MARK LOGO: NONE  
 EW4811_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4811+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4811
 EW4811  HISTORY     - Date     Condition        Report By
 EW4811  HISTORY     - UNK      MONUMENTED       CA1980
 EW4811  HISTORY     - 1974     GOOD             CA1980
 EW4811  HISTORY     - 19940712 GOOD             NGS
 EW4811  HISTORY     - 20010511 GOOD             NGS
 EW4811
 EW4811                          STATION DESCRIPTION
 EW4811
 EW4811'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4811'AT LOS ANGELES.
 EW4811'SQ SPK IN S CURB DEVONSHIRE ST., AT CTR OF SIDEWALK FROM
 EW4811'CUL-DE-SAC IN CALVIN AVE FROM THE SOUTH, 7.5 FT. E OF PP 102033M,
 EW4811'0.13 MI ELY FROM TUNNEY AVE.
 EW4811
 EW4811                          STATION RECOVERY (1994)
 EW4811
 EW4811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4811'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND TUNNEY
 EW4811'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 195.0 M
 EW4811'(639.8 FT) EAST OF THE CENTER OF THE AVENUE, 7.2 M (23.6 FT) SOUTH OF
 EW4811'AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET,
 EW4811'2.2 M (7.2 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 2.0 M (6.6 FT) NORTH
 EW4811'OF THE CENTER OF A SIDEWALK, AND ON THE EXTENDED CENTER OF A SIDEWALK
 EW4811'LEADING SOUTH TO A CULDESAC.
 EW4811
 EW4811                          STATION RECOVERY (2001)
 EW4811
 EW4811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4811'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4809 ***********************************************************************
 EW4809  DESIGNATION -  04 02652
 EW4809  PID         -  EW4809
 EW4809  STATE/COUNTY-  CA/LOS ANGELES
 EW4809  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4809
 EW4809                         *CURRENT SURVEY CONTROL
 EW4809  ___________________________________________________________________
 EW4809* NAD 83(1986)-  34 15 26.     (N)    118 33 34.     (W)     SCALED    
 EW4809* NAVD 88     -       297.673  (meters)     976.62   (feet)  ADJUSTED  
 EW4809  ___________________________________________________________________
 EW4809  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4809  DYNAMIC HT  -         297.348 (meters)     975.55  (feet)  COMP
 EW4809  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 EW4809
 EW4809  VERT ORDER  -  FIRST     CLASS I
 EW4809
 EW4809.The horizontal coordinates were scaled from a topographic map and have
 EW4809.an estimated accuracy of +/- 6 seconds.
 EW4809
 EW4809.The orthometric height was determined by differential leveling
 EW4809.and adjusted in June 1995.
 EW4809
 EW4809.The geoid height was determined by GEOID03.
 EW4809
 EW4809.The dynamic height is computed by dividing the NAVD 88
 EW4809.geopotential number by the normal gravity value computed on the
 EW4809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4809.degrees latitude (g = 980.6199 gals.).
 EW4809
 EW4809.The modeled gravity was interpolated from observed gravity values.
 EW4809
 EW4809;                    North         East    Units  Estimated Accuracy
 EW4809;SPC CA 5     -   584,140.    1,948,480.      MT  (+/- 180 meters Scaled)
 EW4809
 EW4809                          SUPERSEDED SURVEY CONTROL
 EW4809
 EW4809  NGVD 29 (??/??/92)  296.293  (m)          972.09   (f) ADJ UNCH    1 1
 EW4809
 EW4809.Superseded values are not recommended for survey control.
 EW4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4809.See file dsdata.txt to determine how the superseded data were derived.
 EW4809
 EW4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT564917(NAD 83)
 EW4809_MARKER: S = SPIKE
 EW4809_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4809_SP_SET: CURB
 EW4809_MARK LOGO: NONE  
 EW4809_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4809+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4809
 EW4809  HISTORY     - Date     Condition        Report By
 EW4809  HISTORY     - UNK      MONUMENTED       CA1980
 EW4809  HISTORY     - 1974     GOOD             CA1980
 EW4809  HISTORY     - 19940712 GOOD             NGS
 EW4809  HISTORY     - 20010511 GOOD             NGS
 EW4809  HISTORY     - 20010511 GOOD             NGS
 EW4809
 EW4809                          STATION DESCRIPTION
 EW4809
 EW4809'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4809'AT LOS ANGELES.
 EW4809'IN E CURB MELVIN AVE, 5 FT. N OF BC CURB RETURN N OF DEVONSHIRE ST.
 EW4809
 EW4809                          STATION RECOVERY (1994)
 EW4809
 EW4809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4809'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND MELVIN
 EW4809'AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE, 16.0 M (52.5
 EW4809'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 7.8
 EW4809'M (25.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE, AND
 EW4809'1.9 M (6.2 FT) SOUTH OF THE SOUTHWEST CORNER OF A SIGNAL CONTROL BOX.
 EW4809
 EW4809                          STATION RECOVERY (2001)
 EW4809
 EW4809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4809'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4809
 EW4809                          STATION RECOVERY (2001)
 EW4809
 EW4809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4809'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4807 ***********************************************************************
 EW4807  DESIGNATION -  04 02688
 EW4807  PID         -  EW4807
 EW4807  STATE/COUNTY-  CA/LOS ANGELES
 EW4807  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4807
 EW4807                         *CURRENT SURVEY CONTROL
 EW4807  ___________________________________________________________________
 EW4807* NAD 83(1986)-  34 15 24.     (N)    118 33 53.     (W)     SCALED    
 EW4807* NAVD 88     -       293.377  (meters)     962.52   (feet)  ADJUSTED  
 EW4807  ___________________________________________________________________
 EW4807  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4807  DYNAMIC HT  -         293.058 (meters)     961.47  (feet)  COMP
 EW4807  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 EW4807
 EW4807  VERT ORDER  -  FIRST     CLASS I
 EW4807
 EW4807.The horizontal coordinates were scaled from a topographic map and have
 EW4807.an estimated accuracy of +/- 6 seconds.
 EW4807
 EW4807.The orthometric height was determined by differential leveling
 EW4807.and adjusted in June 1995.
 EW4807
 EW4807.The geoid height was determined by GEOID03.
 EW4807
 EW4807.The dynamic height is computed by dividing the NAVD 88
 EW4807.geopotential number by the normal gravity value computed on the
 EW4807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4807.degrees latitude (g = 980.6199 gals.).
 EW4807
 EW4807.The modeled gravity was interpolated from observed gravity values.
 EW4807
 EW4807;                    North         East    Units  Estimated Accuracy
 EW4807;SPC CA 5     -   584,080.    1,947,990.      MT  (+/- 180 meters Scaled)
 EW4807
 EW4807                          SUPERSEDED SURVEY CONTROL
 EW4807
 EW4807  NGVD 29 (??/??/92)  292.004  (m)          958.02   (f) ADJ UNCH    1 1
 EW4807
 EW4807.Superseded values are not recommended for survey control.
 EW4807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4807.See file dsdata.txt to determine how the superseded data were derived.
 EW4807
 EW4807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT559917(NAD 83)
 EW4807_MARKER: S = SPIKE
 EW4807_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4807_SP_SET: CURB
 EW4807_MARK LOGO: NONE  
 EW4807_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4807+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 EW4807
 EW4807  HISTORY     - Date     Condition        Report By
 EW4807  HISTORY     - UNK      MONUMENTED       CA1980
 EW4807  HISTORY     - 1974     GOOD             CA1980
 EW4807  HISTORY     - 19940913 GOOD             NGS
 EW4807  HISTORY     - 20010511 GOOD             NGS
 EW4807
 EW4807                          STATION DESCRIPTION
 EW4807
 EW4807'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4807'AT LOS ANGELES.
 EW4807'IN S CURB OF DEVONSHIRE ST, 10 FT W OF E P.L., CHAMINADE
 EW4807'PREPARATORY SCHOOL AT 19800, 30 FT. E OF PP 66030M, 0.12 MI
 EW4807'EASTERLY FROM OAKDALE AVE.
 EW4807
 EW4807                          STATION RECOVERY (1994)
 EW4807
 EW4807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4807'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND OAKDALE
 EW4807'DRIVE, A SPIKE IN THE SOUTH CURB OF THE STREET, 193.0 M (633.2 FT)
 EW4807'EAST OF THE CENTER OF THE DRIVE, 9.1 M (29.9 FT) EAST OF UTILITY POLE
 EW4807'NUMBER M03866, 7.2 M (23.6 FT) WEST OF A UTILITY LIGHT POLE, 7.1 M
 EW4807'(23.3 FT) SOUTH OF THE STREET CENTER, 3.2 M (10.5 FT) NORTH OF A
 EW4807'FENCE, 0.2 M (0.7 FT) EAST OF THE EAST EDGE OF A CATCH BASIN, AND
 EW4807'LEVEL WITH THE STREET.
 EW4807
 EW4807                          STATION RECOVERY (2001)
 EW4807
 EW4807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4807'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4805 ***********************************************************************
 EW4805  DESIGNATION -  04 02775
 EW4805  PID         -  EW4805
 EW4805  STATE/COUNTY-  CA/LOS ANGELES
 EW4805  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4805
 EW4805                         *CURRENT SURVEY CONTROL
 EW4805  ___________________________________________________________________
 EW4805* NAD 83(1986)-  34 15 23.     (N)    118 34 14.     (W)     SCALED    
 EW4805* NAVD 88     -       291.44   (+/-2cm)     956.2    (feet)  VERTCON   
 EW4805  ___________________________________________________________________
 EW4805  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4805  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4805
 EW4805.The horizontal coordinates were scaled from a topographic map and have
 EW4805.an estimated accuracy of +/- 6 seconds.
 EW4805
 EW4805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4805.The vertical order pertains to the NGVD 29 superseded value.
 EW4805
 EW4805.The geoid height was determined by GEOID03.
 EW4805
 EW4805;                    North         East    Units  Estimated Accuracy
 EW4805;SPC CA 5     -   584,050.    1,947,450.      MT  (+/- 180 meters Scaled)
 EW4805
 EW4805                          SUPERSEDED SURVEY CONTROL
 EW4805
 EW4805  NGVD 29 (??/??/92)  290.638  (m)          953.53   (f) ADJ UNCH    1 1
 EW4805
 EW4805.Superseded values are not recommended for survey control.
 EW4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4805.See file dsdata.txt to determine how the superseded data were derived.
 EW4805
 EW4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT553917(NAD 83)
 EW4805_MARKER: S = SPIKE
 EW4805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4805_SP_SET: CURB
 EW4805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4805
 EW4805  HISTORY     - Date     Condition        Report By
 EW4805  HISTORY     - UNK      MONUMENTED       CA1980
 EW4805  HISTORY     - 1974     GOOD             CA1980
 EW4805  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4805
 EW4805                          STATION DESCRIPTION
 EW4805
 EW4805'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4805'AT LOS ANGELES.
 EW4805'IN S CURB DEVONSHIRE ST, 2 FT. W OF E END OF CURB, 1 FT. E OF
 EW4805'PP 66814M, 0-10 MI EASTERLY FROM OSO AVE.
 EW4805
 EW4805                          STATION RECOVERY (1994)
 EW4805
 EW4805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4805'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4803 ***********************************************************************
 EW4803  DESIGNATION -  04 02785
 EW4803  PID         -  EW4803
 EW4803  STATE/COUNTY-  CA/LOS ANGELES
 EW4803  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4803
 EW4803                         *CURRENT SURVEY CONTROL
 EW4803  ___________________________________________________________________
 EW4803* NAD 83(1986)-  34 15 25.     (N)    118 34 21.     (W)     SCALED    
 EW4803* NAVD 88     -       291.769  (meters)     957.25   (feet)  ADJUSTED  
 EW4803  ___________________________________________________________________
 EW4803  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4803  DYNAMIC HT  -         291.452 (meters)     956.21  (feet)  COMP
 EW4803  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 EW4803
 EW4803  VERT ORDER  -  FIRST     CLASS I
 EW4803
 EW4803.The horizontal coordinates were scaled from a topographic map and have
 EW4803.an estimated accuracy of +/- 6 seconds.
 EW4803
 EW4803.The orthometric height was determined by differential leveling
 EW4803.and adjusted in June 1995.
 EW4803
 EW4803.The geoid height was determined by GEOID03.
 EW4803
 EW4803.The dynamic height is computed by dividing the NAVD 88
 EW4803.geopotential number by the normal gravity value computed on the
 EW4803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4803.degrees latitude (g = 980.6199 gals.).
 EW4803
 EW4803.The modeled gravity was interpolated from observed gravity values.
 EW4803
 EW4803;                    North         East    Units  Estimated Accuracy
 EW4803;SPC CA 5     -   584,110.    1,947,270.      MT  (+/- 180 meters Scaled)
 EW4803
 EW4803                          SUPERSEDED SURVEY CONTROL
 EW4803
 EW4803  NGVD 29 (??/??/92)  290.415  (m)          952.80   (f) ADJ UNCH    1 1
 EW4803
 EW4803.Superseded values are not recommended for survey control.
 EW4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4803.See file dsdata.txt to determine how the superseded data were derived.
 EW4803
 EW4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT552917(NAD 83)
 EW4803_MARKER: S = SPIKE
 EW4803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4803_SP_SET: CURB
 EW4803_MARK LOGO: NONE  
 EW4803_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4803+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4803
 EW4803  HISTORY     - Date     Condition        Report By
 EW4803  HISTORY     - UNK      MONUMENTED       CA1980
 EW4803  HISTORY     - 1974     GOOD             CA1980
 EW4803  HISTORY     - 19940712 GOOD             NGS
 EW4803  HISTORY     - 20010511 GOOD             NGS
 EW4803
 EW4803                          STATION DESCRIPTION
 EW4803
 EW4803'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4803'AT LOS ANGELES.
 EW4803'IN E CURB OF OSO AVE, 1-7 FT. S OF BC CURB RETURN S OF DEVONSHIRE
 EW4803'STREET.
 EW4803
 EW4803                          STATION RECOVERY (1994)
 EW4803
 EW4803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4803'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND OSO
 EW4803'AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE, 15.1 M (49.5
 EW4803'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 5.9
 EW4803'M (19.4 FT) EAST OF THE CENTER OF THE AVENUE, 5.3 M (17.4 FT) NORTH OF
 EW4803'A UTILITY POLE WITH A POLICE CALL BOX ATTACHED, 0.5 M (1.6 FT) SOUTH
 EW4803'OF THE BEGINNING OF THE CURB RETURN SOUTH, AND 0.2 M (0.7 FT) ABOVE
 EW4803'THE LEVEL OF THE AVENUE.
 EW4803
 EW4803                          STATION RECOVERY (2001)
 EW4803
 EW4803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4803'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4802 ***********************************************************************
 EW4802  DESIGNATION -  04 02787 C OF LA
 EW4802  PID         -  EW4802
 EW4802  STATE/COUNTY-  CA/LOS ANGELES
 EW4802  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4802
 EW4802                         *CURRENT SURVEY CONTROL
 EW4802  ___________________________________________________________________
 EW4802* NAD 83(1986)-  34 15 25.     (N)    118 34 29.     (W)     SCALED    
 EW4802* NAVD 88     -       291.38   (+/-2cm)     956.0    (feet)  VERTCON   
 EW4802  ___________________________________________________________________
 EW4802  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4802  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4802
 EW4802.The horizontal coordinates were scaled from a topographic map and have
 EW4802.an estimated accuracy of +/- 6 seconds.
 EW4802
 EW4802.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4802.The vertical order pertains to the NGVD 29 superseded value.
 EW4802
 EW4802.The geoid height was determined by GEOID03.
 EW4802
 EW4802;                    North         East    Units  Estimated Accuracy
 EW4802;SPC CA 5     -   584,120.    1,947,070.      MT  (+/- 180 meters Scaled)
 EW4802
 EW4802                          SUPERSEDED SURVEY CONTROL
 EW4802
 EW4802  NGVD 29 (??/??/92)  290.583  (m)          953.35   (f) ADJ UNCH    1 1
 EW4802
 EW4802.Superseded values are not recommended for survey control.
 EW4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4802.See file dsdata.txt to determine how the superseded data were derived.
 EW4802
 EW4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT550917(NAD 83)
 EW4802_MARKER: S = SPIKE
 EW4802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4802_SP_SET: CURB
 EW4802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4802
 EW4802  HISTORY     - Date     Condition        Report By
 EW4802  HISTORY     - UNK      MONUMENTED       CA1980
 EW4802  HISTORY     - 1968     GOOD             CA1980
 EW4802  HISTORY     - 1971     GOOD             CA1980
 EW4802
 EW4802                          STATION DESCRIPTION
 EW4802
 EW4802'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4802'AT LOS ANGELES.
 EW4802'WIRE SPIKE IN THE SOUTH CURB OF DEVONSHIRE STREET, 3 FEET WEST
 EW4802'OF THE BEGINNING OF CURB RETURN WEST OF OSO AVENUE.
 EW4802
 EW4802                          STATION RECOVERY (1971)
 EW4802
 EW4802'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4801 ***********************************************************************
 EW4801  DESIGNATION -  04 02810
 EW4801  PID         -  EW4801
 EW4801  STATE/COUNTY-  CA/LOS ANGELES
 EW4801  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4801
 EW4801                         *CURRENT SURVEY CONTROL
 EW4801  ___________________________________________________________________
 EW4801* NAD 83(1986)-  34 15 25.     (N)    118 34 33.     (W)     SCALED    
 EW4801* NAVD 88     -       291.668  (meters)     956.91   (feet)  ADJUSTED  
 EW4801  ___________________________________________________________________
 EW4801  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4801  DYNAMIC HT  -         291.352 (meters)     955.88  (feet)  COMP
 EW4801  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 EW4801
 EW4801  VERT ORDER  -  FIRST     CLASS I
 EW4801
 EW4801.The horizontal coordinates were scaled from a topographic map and have
 EW4801.an estimated accuracy of +/- 6 seconds.
 EW4801
 EW4801.The orthometric height was determined by differential leveling
 EW4801.and adjusted in June 1995.
 EW4801
 EW4801.The geoid height was determined by GEOID03.
 EW4801
 EW4801.The dynamic height is computed by dividing the NAVD 88
 EW4801.geopotential number by the normal gravity value computed on the
 EW4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4801.degrees latitude (g = 980.6199 gals.).
 EW4801
 EW4801.The modeled gravity was interpolated from observed gravity values.
 EW4801
 EW4801;                    North         East    Units  Estimated Accuracy
 EW4801;SPC CA 5     -   584,120.    1,946,970.      MT  (+/- 180 meters Scaled)
 EW4801
 EW4801                          SUPERSEDED SURVEY CONTROL
 EW4801
 EW4801  NGVD 29 (??/??/92)  290.315  (m)          952.48   (f) ADJ UNCH    1 1
 EW4801
 EW4801.Superseded values are not recommended for survey control.
 EW4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4801.See file dsdata.txt to determine how the superseded data were derived.
 EW4801
 EW4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT549917(NAD 83)
 EW4801_MARKER: S = SPIKE
 EW4801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4801_SP_SET: RETAINING WALL
 EW4801_MARK LOGO: NONE  
 EW4801_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4801+STABILITY: SURFACE MOTION
 EW4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4801+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4801
 EW4801  HISTORY     - Date     Condition        Report By
 EW4801  HISTORY     - UNK      MONUMENTED       CA1980
 EW4801  HISTORY     - 1968     GOOD             CA1980
 EW4801  HISTORY     - 1974     GOOD             CA1980
 EW4801  HISTORY     - 19940712 GOOD             NGS
 EW4801  HISTORY     - 20010511 GOOD             NGS
 EW4801
 EW4801                          STATION DESCRIPTION
 EW4801
 EW4801'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4801'AT LOS ANGELES.
 EW4801'WIRE SPIKE IN THE TOP OF THE EAST WALL OF A CATCH BASIN, ONE
 EW4801'FOOT SOUTH OF THE SOUTH CURB LINE OF DEVONSHIRE STREET, 21 FEET
 EW4801'WEST OF THE CENTER LINE OF THE CONCRETE WALK TO THE FRONT
 EW4801'ENTRANCE OF RESIDENCE NO. 20334, 0.33 OF A MILE WEST OF
 EW4801'WINNETKA AVENUE.
 EW4801
 EW4801                          STATION RECOVERY (1974)
 EW4801
 EW4801'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4801'RECOVERED IN GOOD CONDITION.
 EW4801
 EW4801                          STATION RECOVERY (1994)
 EW4801
 EW4801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4801'IN CHATSWORTH, AT 20334 DEVONSHIRE STREET, A SPIKE IN THE EAST
 EW4801'CONCRETE RETAINING WALL OF THE MOST EASTERLY OF 2 CATCH BASINS, 300.0
 EW4801'M (984.2 FT) EAST OF THE CENTER OF MASON AVENUE, 142.0 M (465.9 FT)
 EW4801'WEST OF THE CENTER OF OSO AVENUE, 12.3 M (40.4 FT) NORTH-NORTHEAST OF
 EW4801'THE NORTHWEST CORNER OF THE HOUSE AT 20334 DEVONSHIRE STREET, 7.3 M
 EW4801'(24.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 EW4801'LANES OF THE STREET, 3.5 M (11.5 FT) EAST OF THE CENTER OF A MANHOLE,
 EW4801'2.5 M (8.2 FT) WEST OF A FIRE HYDRANT, AND 0.3 M (1.0 FT) SOUTH OF THE
 EW4801'CURB.
 EW4801
 EW4801                          STATION RECOVERY (2001)
 EW4801
 EW4801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4801'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3119 ***********************************************************************
 AB3119  DESIGNATION -  04 03302
 AB3119  PID         -  AB3119
 AB3119  STATE/COUNTY-  CA/LOS ANGELES
 AB3119  USGS QUAD   -  SAN FERNANDO (1988)
 AB3119
 AB3119                         *CURRENT SURVEY CONTROL
 AB3119  ___________________________________________________________________
 AB3119* NAD 83(1986)-  34 15 51.     (N)    118 29 40.     (W)     SCALED    
 AB3119* NAVD 88     -       284.849  (meters)     934.54   (feet)  ADJUSTED  
 AB3119  ___________________________________________________________________
 AB3119  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AB3119  DYNAMIC HT  -         284.536 (meters)     933.52  (feet)  COMP
 AB3119  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 AB3119
 AB3119  VERT ORDER  -  FIRST     CLASS II
 AB3119
 AB3119.The horizontal coordinates were scaled from a topographic map and have
 AB3119.an estimated accuracy of +/- 6 seconds.
 AB3119
 AB3119.The orthometric height was determined by differential leveling
 AB3119.and adjusted in November 1996.
 AB3119
 AB3119.The geoid height was determined by GEOID03.
 AB3119
 AB3119.The dynamic height is computed by dividing the NAVD 88
 AB3119.geopotential number by the normal gravity value computed on the
 AB3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3119.degrees latitude (g = 980.6199 gals.).
 AB3119
 AB3119.The modeled gravity was interpolated from observed gravity values.
 AB3119
 AB3119;                    North         East    Units  Estimated Accuracy
 AB3119;SPC CA 5     -   584,880.    1,954,470.      MT  (+/- 180 meters Scaled)
 AB3119
 AB3119                          SUPERSEDED SURVEY CONTROL
 AB3119
 AB3119.No superseded survey control is available for this station.
 AB3119
 AB3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT624924(NAD 83)
 AB3119_MARKER: DD = SURVEY DISK
 AB3119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB3119_SP_SET: CATCH BASIN
 AB3119_STAMPING: 04 03302 1974 PBM
 AB3119_MARK LOGO: CA1980
 AB3119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3119+STABILITY: SURFACE MOTION
 AB3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3119+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 AB3119
 AB3119  HISTORY     - Date     Condition        Report By
 AB3119  HISTORY     - 1974     MONUMENTED       CA1980
 AB3119  HISTORY     - 19940920 GOOD             MWDSC
 AB3119  HISTORY     - 19941003 GOOD             MWDSC
 AB3119
 AB3119                          STATION DESCRIPTION
 AB3119
 AB3119'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3119'GRANADA HILLS, CA.  AT THE INTERSECTION OF CHATSWORTH ST AND
 AB3119'HAYVENHURST AVE, 34 FEET (10.4 M) SOUTH OF THE STREET AND 87 FEET
 AB3119'(26.5 M) WEST OF THE AVE TO A CONCRETE CATCH BASIN.  FOUND A 1-1/2
 AB3119'INCH BRASS DISK STAMPED 04 03302 1974 PBM ON TOP OF 29 BY 5 FOOT
 AB3119'CONCRETE CATCH BASIN AT THE SOUTHWEST CORNER.  REF MWD FB 4032 01 020
 AB3119'AND TB MAP LACO 501/D3.  ALSO ON LINE L25526.
 AB3119
 AB3119                          STATION RECOVERY (1994)
 AB3119
 AB3119'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3119'GRANADA HILLS, AT THE INTERSECTION OF HAVENHURST AVE AND CHATSWORTH
 AB3119'ST, 87 FEET (26.5 M) WEST OF HAVENHURST AVE AND 34 FEET (10.4 M) SOUTH
 AB3119'OF CHATSWORTH ST.  FOUND A 2 INCH BRASS DISK STAMPED CITY OF LA SURVEY
 AB3119'PBM 04 03302 1974 SET FLUSH IN TOP OF THE SOUTHWEST CORNER OF 5 FOOT
 AB3119'(1.5 M) BY 29.6 FOOT (9.0 M) CONCRETE CATCH BASIN.  REF MWD FB 4032 01
 AB3119'020.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4842 ***********************************************************************
 EW4842  DESIGNATION -  04 04120
 EW4842  PID         -  EW4842
 EW4842  STATE/COUNTY-  CA/LOS ANGELES
 EW4842  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4842
 EW4842                         *CURRENT SURVEY CONTROL
 EW4842  ___________________________________________________________________
 EW4842* NAD 83(1986)-  34 16 18.     (N)    118 30 08.     (W)     SCALED    
 EW4842* NAVD 88     -       301.915  (meters)     990.53   (feet)  ADJUSTED  
 EW4842  ___________________________________________________________________
 EW4842  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 EW4842  DYNAMIC HT  -         301.581 (meters)     989.44  (feet)  COMP
 EW4842  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 EW4842
 EW4842  VERT ORDER  -  FIRST     CLASS I
 EW4842
 EW4842.The horizontal coordinates were scaled from a topographic map and have
 EW4842.an estimated accuracy of +/- 6 seconds.
 EW4842
 EW4842.The orthometric height was determined by differential leveling
 EW4842.and adjusted in June 1995.
 EW4842
 EW4842.The geoid height was determined by GEOID03.
 EW4842
 EW4842.The dynamic height is computed by dividing the NAVD 88
 EW4842.geopotential number by the normal gravity value computed on the
 EW4842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4842.degrees latitude (g = 980.6199 gals.).
 EW4842
 EW4842.The modeled gravity was interpolated from observed gravity values.
 EW4842
 EW4842;                    North         East    Units  Estimated Accuracy
 EW4842;SPC CA 5     -   585,710.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4842
 EW4842                          SUPERSEDED SURVEY CONTROL
 EW4842
 EW4842  NGVD 29 (??/??/92)  300.527  (m)          985.98   (f) ADJ UNCH    1 1
 EW4842
 EW4842.Superseded values are not recommended for survey control.
 EW4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4842.See file dsdata.txt to determine how the superseded data were derived.
 EW4842
 EW4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617933(NAD 83)
 EW4842_MARKER: S = SPIKE
 EW4842_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4842_SP_SET: CURB
 EW4842_MARK LOGO: NONE  
 EW4842_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4842+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 EW4842
 EW4842  HISTORY     - Date     Condition        Report By
 EW4842  HISTORY     - UNK      MONUMENTED       CA1980
 EW4842  HISTORY     - 1968     GOOD             CA1980
 EW4842  HISTORY     - 1974     GOOD             CA1980
 EW4842  HISTORY     - 19940713 GOOD             NGS
 EW4842  HISTORY     - 20010511 GOOD             NGS
 EW4842
 EW4842                          STATION DESCRIPTION
 EW4842
 EW4842'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4842'AT LOS ANGELES.
 EW4842'WIRE SPIKE IN THE EAST CURB OF BALBOA BOULEVARD, 40 FEET SOUTH
 EW4842'OF THE BEGINNING OF CURB RETURN SOUTH OF SAN FERNANDO MISSION
 EW4842'BOULEVARD.
 EW4842
 EW4842                          STATION RECOVERY (1974)
 EW4842
 EW4842'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4842'RECOVERED IN GOOD CONDITION.
 EW4842
 EW4842                          STATION RECOVERY (1994)
 EW4842
 EW4842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4842'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND SAN
 EW4842'FERNANDO MISSION BOULEVARD, A SPIKE IN THE EAST CONCRETE CURB OF
 EW4842'BALBOA BOULEVARD, 27.3 M (89.6 FT) SOUTH OF THE CENTERLINE OF THE
 EW4842'EASTBOUND LANES OF SAN FERNANDO MISSION BOULEVARD, 16.6 M (54.5 FT)
 EW4842'SOUTH OF A STREET LIGHT POLE, 8.9 M (29.2 FT) NORTH OF A STREET LIGHT
 EW4842'POLE, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 EW4842'OF BALBOA BOULEVARD, AND 6.3 M (20.7 FT) WEST OF THE NORTHWEST CORNER
 EW4842'OF A GAS PUMP ISLAND.
 EW4842
 EW4842                          STATION RECOVERY (2001)
 EW4842
 EW4842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4842'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4846 ***********************************************************************
 EW4846  DESIGNATION -  04 04438
 EW4846  PID         -  EW4846
 EW4846  STATE/COUNTY-  CA/LOS ANGELES
 EW4846  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4846
 EW4846                         *CURRENT SURVEY CONTROL
 EW4846  ___________________________________________________________________
 EW4846* NAD 83(1986)-  34 16 43.     (N)    118 30 07.     (W)     SCALED    
 EW4846* NAVD 88     -       319.04   (+/-2cm)    1046.7    (feet)  VERTCON   
 EW4846  ___________________________________________________________________
 EW4846  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW4846  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4846
 EW4846.The horizontal coordinates were scaled from a topographic map and have
 EW4846.an estimated accuracy of +/- 6 seconds.
 EW4846
 EW4846.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4846.The vertical order pertains to the NGVD 29 superseded value.
 EW4846
 EW4846.The geoid height was determined by GEOID03.
 EW4846
 EW4846;                    North         East    Units  Estimated Accuracy
 EW4846;SPC CA 5     -   586,480.    1,953,780.      MT  (+/- 180 meters Scaled)
 EW4846
 EW4846                          SUPERSEDED SURVEY CONTROL
 EW4846
 EW4846  NGVD 29 (??/??/92)  318.227  (m)         1044.05   (f) ADJ UNCH    1 1
 EW4846
 EW4846.Superseded values are not recommended for survey control.
 EW4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4846.See file dsdata.txt to determine how the superseded data were derived.
 EW4846
 EW4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617940(NAD 83)
 EW4846_MARKER: DR = REFERENCE MARK DISK
 EW4846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4846_STAMPING: 1 1966
 EW4846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4846+STABILITY: SURFACE MOTION
 EW4846
 EW4846  HISTORY     - Date     Condition        Report By
 EW4846  HISTORY     - 1966     MONUMENTED       CA1980
 EW4846  HISTORY     - 1968     GOOD             CA1980
 EW4846  HISTORY     - 1974     GOOD             CA1980
 EW4846  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4846
 EW4846                          STATION DESCRIPTION
 EW4846
 EW4846'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4846'AT LOS ANGELES.
 EW4846'STANDARD REFERENCE MONUMENT, STAMPED 1 1966, ON THE CENTER
 EW4846'LINE OF BALBOA BOULEVARD, 102.9 FEET SOUTH OF THE CENTER LINE
 EW4846'OF RINALDI STREET FROM THE EAST, 101.2 FEET SOUTH OF STANDARD
 EW4846'TRAVERSE MONUMENT ZELZAH L-3D.
 EW4846
 EW4846                          STATION RECOVERY (1974)
 EW4846
 EW4846'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4846'RECOVERED IN GOOD CONDITION.
 EW4846
 EW4846                          STATION RECOVERY (1994)
 EW4846
 EW4846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4846'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2530 ***********************************************************************
 EW2530  DESIGNATION -  04 04620 C OF LA
 EW2530  PID         -  EW2530
 EW2530  STATE/COUNTY-  CA/LOS ANGELES
 EW2530  USGS QUAD   -  SAN FERNANDO (1988)
 EW2530
 EW2530                         *CURRENT SURVEY CONTROL
 EW2530  ___________________________________________________________________
 EW2530* NAD 83(1986)-  34 18 13.     (N)    118 27 52.     (W)     SCALED    
 EW2530* NAVD 88     -       364.92   (+/-2cm)    1197.2    (feet)  VERTCON   
 EW2530  ___________________________________________________________________
 EW2530  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2530  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2530
 EW2530.The horizontal coordinates were scaled from a topographic map and have
 EW2530.an estimated accuracy of +/- 6 seconds.
 EW2530
 EW2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2530.The vertical order pertains to the NGVD 29 superseded value.
 EW2530
 EW2530.The geoid height was determined by GEOID03.
 EW2530
 EW2530;                    North         East    Units  Estimated Accuracy
 EW2530;SPC CA 5     -   589,240.    1,957,250.      MT  (+/- 180 meters Scaled)
 EW2530
 EW2530                          SUPERSEDED SURVEY CONTROL
 EW2530
 EW2530  NGVD 29 (??/??/92)  364.103  (m)         1194.56   (f) ADJ UNCH    1 1
 EW2530
 EW2530.Superseded values are not recommended for survey control.
 EW2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2530.See file dsdata.txt to determine how the superseded data were derived.
 EW2530
 EW2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652967(NAD 83)
 EW2530_MARKER: S = SPIKE
 EW2530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2530_SP_SET: CURB
 EW2530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2530
 EW2530  HISTORY     - Date     Condition        Report By
 EW2530  HISTORY     - UNK      MONUMENTED       CA1980
 EW2530  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2530  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2530
 EW2530                          STATION DESCRIPTION
 EW2530
 EW2530'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2530'IN LOS ANGELES.
 EW2530'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2530'ROADWAY-- 1 FOOT NORTHWEST OF THE NORTHWEST PROPERTY LINE OF
 EW2530'EL CASCO STREET.
 EW2530
 EW2530                          STATION RECOVERY (1971)
 EW2530
 EW2530'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2529 ***********************************************************************
 EW2529  DESIGNATION -  04 04621 C OF LA
 EW2529  PID         -  EW2529
 EW2529  STATE/COUNTY-  CA/LOS ANGELES
 EW2529  USGS QUAD   -  SAN FERNANDO (1988)
 EW2529
 EW2529                         *CURRENT SURVEY CONTROL
 EW2529  ___________________________________________________________________
 EW2529* NAD 83(1986)-  34 18 13.     (N)    118 27 52.     (W)     SCALED    
 EW2529* NAVD 88     -       364.92   (+/-2cm)    1197.2    (feet)  VERTCON   
 EW2529  ___________________________________________________________________
 EW2529  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2529  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2529
 EW2529.The horizontal coordinates were scaled from a topographic map and have
 EW2529.an estimated accuracy of +/- 6 seconds.
 EW2529
 EW2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2529.The vertical order pertains to the NGVD 29 superseded value.
 EW2529
 EW2529.The geoid height was determined by GEOID03.
 EW2529
 EW2529;                    North         East    Units  Estimated Accuracy
 EW2529;SPC CA 5     -   589,240.    1,957,250.      MT  (+/- 180 meters Scaled)
 EW2529
 EW2529                          SUPERSEDED SURVEY CONTROL
 EW2529
 EW2529  NGVD 29 (??/??/92)  364.100  (m)         1194.55   (f) ADJ UNCH    1 1
 EW2529
 EW2529.Superseded values are not recommended for survey control.
 EW2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2529.See file dsdata.txt to determine how the superseded data were derived.
 EW2529
 EW2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652967(NAD 83)
 EW2529_MARKER: S = SPIKE
 EW2529_SETTING: 0 = UNSPECIFIED SETTING
 EW2529_STAMPING: 04-04621
 EW2529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2529
 EW2529  HISTORY     - Date     Condition        Report By
 EW2529  HISTORY     - UNK      MONUMENTED       CA1980
 EW2529
 EW2529                          STATION DESCRIPTION
 EW2529
 EW2529'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 EW2529'IN LOS ANGELES.
 EW2529'WIRE SPIKE IN SOUTHWEST CURB OF SAN FERNANDO ROAD, 1.5 FEET NORTHWEST
 EW2529'OF THE BOX CULVERT CURB, RETURN NORTHWEST OF CASCO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2531 ***********************************************************************
 EW2531  DESIGNATION -  04 04635 C OF LA
 EW2531  PID         -  EW2531
 EW2531  STATE/COUNTY-  CA/LOS ANGELES
 EW2531  USGS QUAD   -  SAN FERNANDO (1988)
 EW2531
 EW2531                         *CURRENT SURVEY CONTROL
 EW2531  ___________________________________________________________________
 EW2531* NAD 83(1986)-  34 18 15.     (N)    118 27 58.     (W)     SCALED    
 EW2531* NAVD 88     -       367.66   (+/-2cm)    1206.2    (feet)  VERTCON   
 EW2531  ___________________________________________________________________
 EW2531  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2531  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2531
 EW2531.The horizontal coordinates were scaled from a topographic map and have
 EW2531.an estimated accuracy of +/- 6 seconds.
 EW2531
 EW2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2531.The vertical order pertains to the NGVD 29 superseded value.
 EW2531
 EW2531.The geoid height was determined by GEOID03.
 EW2531
 EW2531;                    North         East    Units  Estimated Accuracy
 EW2531;SPC CA 5     -   589,300.    1,957,100.      MT  (+/- 180 meters Scaled)
 EW2531
 EW2531                          SUPERSEDED SURVEY CONTROL
 EW2531
 EW2531  NGVD 29 (??/??/92)  366.843  (m)         1203.55   (f) ADJ UNCH    1 1
 EW2531
 EW2531.Superseded values are not recommended for survey control.
 EW2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2531.See file dsdata.txt to determine how the superseded data were derived.
 EW2531
 EW2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT650968(NAD 83)
 EW2531_MARKER: S = SPIKE
 EW2531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2531_SP_SET: CURB
 EW2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2531
 EW2531  HISTORY     - Date     Condition        Report By
 EW2531  HISTORY     - UNK      MONUMENTED       CA1980
 EW2531  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2531  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2531
 EW2531                          STATION DESCRIPTION
 EW2531
 EW2531'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2531'IN SYLMAR.
 EW2531'WIRE SPIKE IN THE NORTHWEST CURB OF BLEDSOE STREET, 5 FEET
 EW2531'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF SAN
 EW2531'FERNANDO ROAD.
 EW2531
 EW2531                          STATION RECOVERY (1971)
 EW2531
 EW2531'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2531'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2536 ***********************************************************************
 EW2536  DESIGNATION -  04 04650 C OF LA
 EW2536  PID         -  EW2536
 EW2536  STATE/COUNTY-  CA/LOS ANGELES
 EW2536  USGS QUAD   -  SAN FERNANDO (1988)
 EW2536
 EW2536                         *CURRENT SURVEY CONTROL
 EW2536  ___________________________________________________________________
 EW2536* NAD 83(1986)-  34 18 20.     (N)    118 28 03.     (W)     SCALED    
 EW2536* NAVD 88     -       370.62   (+/-2cm)    1215.9    (feet)  VERTCON   
 EW2536  ___________________________________________________________________
 EW2536  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2536  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2536
 EW2536.The horizontal coordinates were scaled from a topographic map and have
 EW2536.an estimated accuracy of +/- 6 seconds.
 EW2536
 EW2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2536.The vertical order pertains to the NGVD 29 superseded value.
 EW2536
 EW2536.The geoid height was determined by GEOID03.
 EW2536
 EW2536;                    North         East    Units  Estimated Accuracy
 EW2536;SPC CA 5     -   589,460.    1,956,970.      MT  (+/- 180 meters Scaled)
 EW2536
 EW2536                          SUPERSEDED SURVEY CONTROL
 EW2536
 EW2536  NGVD 29 (??/??/92)  369.797  (m)         1213.24   (f) ADJ UNCH    1 1
 EW2536
 EW2536.Superseded values are not recommended for survey control.
 EW2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2536.See file dsdata.txt to determine how the superseded data were derived.
 EW2536
 EW2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT649970(NAD 83)
 EW2536_MARKER: S = SPIKE
 EW2536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2536_SP_SET: CURB
 EW2536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2536
 EW2536  HISTORY     - Date     Condition        Report By
 EW2536  HISTORY     - UNK      MONUMENTED       CA1980
 EW2536  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2536  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2536
 EW2536                          STATION DESCRIPTION
 EW2536
 EW2536'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2536'IN SYLMAR.
 EW2536'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 3.5 FEET
 EW2536'NORTHWEST OF THE NORTHWEST PROPERTY LINE OF EL CAJON STREET.
 EW2536
 EW2536                          STATION RECOVERY (1971)
 EW2536
 EW2536'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2537 ***********************************************************************
 EW2537  DESIGNATION -  04 04680 C OF LA
 EW2537  PID         -  EW2537
 EW2537  STATE/COUNTY-  CA/LOS ANGELES
 EW2537  USGS QUAD   -  SAN FERNANDO (1988)
 EW2537
 EW2537                         *CURRENT SURVEY CONTROL
 EW2537  ___________________________________________________________________
 EW2537* NAD 83(1986)-  34 18 26.     (N)    118 28 09.     (W)     SCALED    
 EW2537* NAVD 88     -       373.52   (+/-2cm)    1225.5    (feet)  VERTCON   
 EW2537  ___________________________________________________________________
 EW2537  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW2537  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2537
 EW2537.The horizontal coordinates were scaled from a topographic map and have
 EW2537.an estimated accuracy of +/- 6 seconds.
 EW2537
 EW2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2537.The vertical order pertains to the NGVD 29 superseded value.
 EW2537
 EW2537.The geoid height was determined by GEOID03.
 EW2537
 EW2537;                    North         East    Units  Estimated Accuracy
 EW2537;SPC CA 5     -   589,640.    1,956,820.      MT  (+/- 180 meters Scaled)
 EW2537
 EW2537                          SUPERSEDED SURVEY CONTROL
 EW2537
 EW2537  NGVD 29 (??/??/92)  372.706  (m)         1222.79   (f) ADJ UNCH    1 1
 EW2537
 EW2537.Superseded values are not recommended for survey control.
 EW2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2537.See file dsdata.txt to determine how the superseded data were derived.
 EW2537
 EW2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT648971(NAD 83)
 EW2537_MARKER: S = SPIKE
 EW2537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2537_SP_SET: CURB
 EW2537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2537
 EW2537  HISTORY     - Date     Condition        Report By
 EW2537  HISTORY     - UNK      MONUMENTED       CA1980
 EW2537  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2537  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2537
 EW2537                          STATION DESCRIPTION
 EW2537
 EW2537'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2537'IN SYLMAR.
 EW2537'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 3.6 FEET
 EW2537'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF COBALT
 EW2537'STREET.
 EW2537
 EW2537                          STATION RECOVERY (1971)
 EW2537
 EW2537'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2538 ***********************************************************************
 EW2538  DESIGNATION -  04 04720 C OF LA
 EW2538  PID         -  EW2538
 EW2538  STATE/COUNTY-  CA/LOS ANGELES
 EW2538  USGS QUAD   -  SAN FERNANDO (1988)
 EW2538
 EW2538                         *CURRENT SURVEY CONTROL
 EW2538  ___________________________________________________________________
 EW2538* NAD 83(1986)-  34 18 30.     (N)    118 28 17.     (W)     SCALED    
 EW2538* NAVD 88     -       377.26   (+/-2cm)    1237.7    (feet)  VERTCON   
 EW2538  ___________________________________________________________________
 EW2538  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW2538  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2538
 EW2538.The horizontal coordinates were scaled from a topographic map and have
 EW2538.an estimated accuracy of +/- 6 seconds.
 EW2538
 EW2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2538.The vertical order pertains to the NGVD 29 superseded value.
 EW2538
 EW2538.The geoid height was determined by GEOID03.
 EW2538
 EW2538;                    North         East    Units  Estimated Accuracy
 EW2538;SPC CA 5     -   589,770.    1,956,610.      MT  (+/- 180 meters Scaled)
 EW2538
 EW2538                          SUPERSEDED SURVEY CONTROL
 EW2538
 EW2538  NGVD 29 (??/??/92)  376.443  (m)         1235.05   (f) ADJ UNCH    1 1
 EW2538
 EW2538.Superseded values are not recommended for survey control.
 EW2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2538.See file dsdata.txt to determine how the superseded data were derived.
 EW2538
 EW2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT646973(NAD 83)
 EW2538_MARKER: S = SPIKE
 EW2538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2538_SP_SET: CURB
 EW2538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2538
 EW2538  HISTORY     - Date     Condition        Report By
 EW2538  HISTORY     - UNK      MONUMENTED       CA1980
 EW2538  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2538  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2538
 EW2538                          STATION DESCRIPTION
 EW2538
 EW2538'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2538'IN SYLMAR.
 EW2538'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 22.2 FEET
 EW2538'SOUTHEAST OF THE CENTER LINE, PRODUCED NORTHEASTERLY, OF LARKSPUR
 EW2538'STREET.
 EW2538
 EW2538                          STATION RECOVERY (1971)
 EW2538
 EW2538'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2539 ***********************************************************************
 EW2539  DESIGNATION -  04 04760 C OF LA
 EW2539  PID         -  EW2539
 EW2539  STATE/COUNTY-  CA/LOS ANGELES
 EW2539  USGS QUAD   -  SAN FERNANDO (1988)
 EW2539
 EW2539                         *CURRENT SURVEY CONTROL
 EW2539  ___________________________________________________________________
 EW2539* NAD 83(1986)-  34 18 37.     (N)    118 28 27.     (W)     SCALED    
 EW2539* NAVD 88     -       383.42   (+/-2cm)    1257.9    (feet)  VERTCON   
 EW2539  ___________________________________________________________________
 EW2539  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW2539  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2539
 EW2539.The horizontal coordinates were scaled from a topographic map and have
 EW2539.an estimated accuracy of +/- 6 seconds.
 EW2539
 EW2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2539.The vertical order pertains to the NGVD 29 superseded value.
 EW2539
 EW2539.The geoid height was determined by GEOID03.
 EW2539
 EW2539;                    North         East    Units  Estimated Accuracy
 EW2539;SPC CA 5     -   589,980.    1,956,360.      MT  (+/- 180 meters Scaled)
 EW2539
 EW2539                          SUPERSEDED SURVEY CONTROL
 EW2539
 EW2539  NGVD 29 (??/??/92)  382.598  (m)         1255.24   (f) ADJ UNCH    1 1
 EW2539
 EW2539.Superseded values are not recommended for survey control.
 EW2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2539.See file dsdata.txt to determine how the superseded data were derived.
 EW2539
 EW2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643975(NAD 83)
 EW2539_MARKER: S = SPIKE
 EW2539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2539_SP_SET: CURB
 EW2539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2539
 EW2539  HISTORY     - Date     Condition        Report By
 EW2539  HISTORY     - UNK      MONUMENTED       CA1980
 EW2539  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2539  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2539
 EW2539                          STATION DESCRIPTION
 EW2539
 EW2539'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2539'IN SYLMAR.
 EW2539'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 4.2 FEET
 EW2539'SOUTHEAST OF THE SOUTHEAST PROPERTY LINE OF MONTE STREET.
 EW2539
 EW2539                          STATION RECOVERY (1971)
 EW2539
 EW2539'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2540 ***********************************************************************
 EW2540  DESIGNATION -  04 04801 C OF LA
 EW2540  PID         -  EW2540
 EW2540  STATE/COUNTY-  CA/LOS ANGELES
 EW2540  USGS QUAD   -  SAN FERNANDO (1988)
 EW2540
 EW2540                         *CURRENT SURVEY CONTROL
 EW2540  ___________________________________________________________________
 EW2540* NAD 83(1986)-  34 18 48.     (N)    118 28 49.     (W)     SCALED    
 EW2540* NAVD 88     -       386.62   (+/-2cm)    1268.4    (feet)  VERTCON   
 EW2540  ___________________________________________________________________
 EW2540  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW2540  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2540
 EW2540.The horizontal coordinates were scaled from a topographic map and have
 EW2540.an estimated accuracy of +/- 6 seconds.
 EW2540
 EW2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2540.The vertical order pertains to the NGVD 29 superseded value.
 EW2540
 EW2540.The geoid height was determined by GEOID03.
 EW2540
 EW2540;                    North         East    Units  Estimated Accuracy
 EW2540;SPC CA 5     -   590,330.    1,955,800.      MT  (+/- 180 meters Scaled)
 EW2540
 EW2540                          SUPERSEDED SURVEY CONTROL
 EW2540
 EW2540  NGVD 29 (??/??/92)  385.791  (m)         1265.72   (f) ADJ UNCH    1 1
 EW2540
 EW2540.Superseded values are not recommended for survey control.
 EW2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2540.See file dsdata.txt to determine how the superseded data were derived.
 EW2540
 EW2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT637978(NAD 83)
 EW2540_MARKER: S = SPIKE
 EW2540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2540_SP_SET: CURB
 EW2540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2540
 EW2540  HISTORY     - Date     Condition        Report By
 EW2540  HISTORY     - UNK      MONUMENTED       CA1980
 EW2540  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2540  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2540
 EW2540                          STATION DESCRIPTION
 EW2540
 EW2540'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2540'IN LOS ANGELES.
 EW2540'SQUARE SPIKE IN THE TOP OF THE CURB BUILT INTEGRALLY WITH A
 EW2540'CONCRETE CURTAIN WALL AT THE NORTHEAST SIDE OF SAN FERNANDO
 EW2540'ROAD, IN FRONT OF AN ELECTROLIER, ABOUT 700 FEET NORTHWEST
 EW2540'OF THE END OF THE CURVE NORTHWEST OF MONTE STREET.
 EW2540
 EW2540                          STATION RECOVERY (1971)
 EW2540
 EW2540'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2593 ***********************************************************************
 EW2593  DESIGNATION -  04 04911 C OF LA
 EW2593  PID         -  EW2593
 EW2593  STATE/COUNTY-  CA/LOS ANGELES
 EW2593  USGS QUAD   -  SAN FERNANDO (1988)
 EW2593
 EW2593                         *CURRENT SURVEY CONTROL
 EW2593  ___________________________________________________________________
 EW2593* NAD 83(1986)-  34 19 23.     (N)    118 27 52.     (W)     SCALED    
 EW2593* NAVD 88     -       427.606  (meters)    1402.90   (feet)  READJUSTED
 EW2593  ___________________________________________________________________
 EW2593  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW2593  DYNAMIC HT  -         427.130 (meters)    1401.34  (feet)  COMP
 EW2593  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 EW2593
 EW2593  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2593
 EW2593.The horizontal coordinates were scaled from a topographic map and have
 EW2593.an estimated accuracy of +/- 6 seconds.
 EW2593
 EW2593.The orthometric height was determined by differential leveling
 EW2593.and adjusted in September 2004.
 EW2593.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2593.distribution rate of 0.0 thru 1.0 mm/km.
 EW2593.The height was derived from older observations constrained to new
 EW2593.heights in a crustal motion area.  The height is approximate in
 EW2593.relation to other heights in its vicinity.
 EW2593
 EW2593.The geoid height was determined by GEOID03.
 EW2593
 EW2593.The dynamic height is computed by dividing the NAVD 88
 EW2593.geopotential number by the normal gravity value computed on the
 EW2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2593.degrees latitude (g = 980.6199 gals.).
 EW2593
 EW2593.The modeled gravity was interpolated from observed gravity values.
 EW2593
 EW2593;                    North         East    Units  Estimated Accuracy
 EW2593;SPC CA 5     -   591,400.    1,957,260.      MT  (+/- 180 meters Scaled)
 EW2593
 EW2593                          SUPERSEDED SURVEY CONTROL
 EW2593
 EW2593  NGVD 29 (??/??/92)  426.518  (m)         1399.33   (f) ADJ UNCH    1 1
 EW2593
 EW2593.Superseded values are not recommended for survey control.
 EW2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2593.See file dsdata.txt to determine how the superseded data were derived.
 EW2593
 EW2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652989(NAD 83)
 EW2593_MARKER: DD = SURVEY DISK
 EW2593_SETTING: 0 = UNSPECIFIED SETTING
 EW2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2593
 EW2593  HISTORY     - Date     Condition        Report By
 EW2593  HISTORY     - UNK      MONUMENTED       CADH
 EW2593  HISTORY     - 1971     GOOD             CA1980
 EW2593
 EW2593                          STATION DESCRIPTION
 EW2593
 EW2593'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2593'AT SYLMAR.
 EW2593'STATE OF CALIFORNIA SURVEY MONUMENT ON THE CENTER LINE OF
 EW2593'FOOTHILL BOULEVARD, OPPOSITE RESIDENCE NO. 15222, ON THE END OF
 EW2593'CURVE THAT IS 0.25 OF A MILE WESTERLY FROM ROXFORD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2597 ***********************************************************************
 EW2597  DESIGNATION -  04 04980 C OF LA
 EW2597  PID         -  EW2597
 EW2597  STATE/COUNTY-  CA/LOS ANGELES
 EW2597  USGS QUAD   -  SAN FERNANDO (1988)
 EW2597
 EW2597                         *CURRENT SURVEY CONTROL
 EW2597  ___________________________________________________________________
 EW2597* NAD 83(1986)-  34 19 22.     (N)    118 28 11.     (W)     SCALED    
 EW2597* NAVD 88     -       426.418  (meters)    1399.01   (feet)  READJUSTED
 EW2597  ___________________________________________________________________
 EW2597  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2597  DYNAMIC HT  -         425.940 (meters)    1397.44  (feet)  COMP
 EW2597  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 EW2597
 EW2597  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2597
 EW2597.The horizontal coordinates were scaled from a topographic map and have
 EW2597.an estimated accuracy of +/- 6 seconds.
 EW2597
 EW2597.The orthometric height was determined by differential leveling
 EW2597.and adjusted in September 2004.
 EW2597.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2597.distribution rate of 2.1 thru 3.0 mm/km.
 EW2597.The height was derived from older observations constrained to new
 EW2597.heights in a crustal motion area.  The height is approximate in
 EW2597.relation to other heights in its vicinity.
 EW2597
 EW2597.The geoid height was determined by GEOID03.
 EW2597
 EW2597.The dynamic height is computed by dividing the NAVD 88
 EW2597.geopotential number by the normal gravity value computed on the
 EW2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2597.degrees latitude (g = 980.6199 gals.).
 EW2597
 EW2597.The modeled gravity was interpolated from observed gravity values.
 EW2597
 EW2597;                    North         East    Units  Estimated Accuracy
 EW2597;SPC CA 5     -   591,370.    1,956,770.      MT  (+/- 180 meters Scaled)
 EW2597
 EW2597                          SUPERSEDED SURVEY CONTROL
 EW2597
 EW2597  NGVD 29 (??/??/92)  425.365  (m)         1395.55   (f) ADJ UNCH    1 1
 EW2597
 EW2597.Superseded values are not recommended for survey control.
 EW2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2597.See file dsdata.txt to determine how the superseded data were derived.
 EW2597
 EW2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT647989(NAD 83)
 EW2597_MARKER: DD = SURVEY DISK
 EW2597_SETTING: 0 = UNSPECIFIED SETTING
 EW2597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2597
 EW2597  HISTORY     - Date     Condition        Report By
 EW2597  HISTORY     - UNK      MONUMENTED       CA1980
 EW2597  HISTORY     - 1968     GOOD             CA1980
 EW2597
 EW2597                          STATION DESCRIPTION
 EW2597
 EW2597'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2597'IN LOS ANGELES.
 EW2597'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2597'GLENOAKS BOULEVARD AND OLDEN STREET, 173 FEET SOUTHWEST OF THE
 EW2597'CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND GLENOAKS
 EW2597'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2595 ***********************************************************************
 EW2595  DESIGNATION -  04 04982 C OF LA
 EW2595  PID         -  EW2595
 EW2595  STATE/COUNTY-  CA/LOS ANGELES
 EW2595  USGS QUAD   -  SAN FERNANDO (1988)
 EW2595
 EW2595                         *CURRENT SURVEY CONTROL
 EW2595  ___________________________________________________________________
 EW2595* NAD 83(1986)-  34 19 21.     (N)    118 28 08.     (W)     SCALED    
 EW2595* NAVD 88     -       427.386  (meters)    1402.18   (feet)  READJUSTED
 EW2595  ___________________________________________________________________
 EW2595  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2595  DYNAMIC HT  -         426.910 (meters)    1400.62  (feet)  COMP
 EW2595  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 EW2595
 EW2595  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2595
 EW2595.The horizontal coordinates were scaled from a topographic map and have
 EW2595.an estimated accuracy of +/- 6 seconds.
 EW2595
 EW2595.The orthometric height was determined by differential leveling
 EW2595.and adjusted in September 2004.
 EW2595.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2595.distribution rate of 1.1 thru 2.0 mm/km.
 EW2595.The height was derived from older observations constrained to new
 EW2595.heights in a crustal motion area.  The height is approximate in
 EW2595.relation to other heights in its vicinity.
 EW2595
 EW2595.The geoid height was determined by GEOID03.
 EW2595
 EW2595.The dynamic height is computed by dividing the NAVD 88
 EW2595.geopotential number by the normal gravity value computed on the
 EW2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2595.degrees latitude (g = 980.6199 gals.).
 EW2595
 EW2595.The modeled gravity was interpolated from observed gravity values.
 EW2595
 EW2595;                    North         East    Units  Estimated Accuracy
 EW2595;SPC CA 5     -   591,340.    1,956,850.      MT  (+/- 180 meters Scaled)
 EW2595
 EW2595                          SUPERSEDED SURVEY CONTROL
 EW2595
 EW2595  NGVD 29 (??/??/92)  426.312  (m)         1398.66   (f) ADJ UNCH    1 1
 EW2595
 EW2595.Superseded values are not recommended for survey control.
 EW2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2595.See file dsdata.txt to determine how the superseded data were derived.
 EW2595
 EW2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT648988(NAD 83)
 EW2595_MARKER: S = SPIKE
 EW2595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2595_SP_SET: CURB
 EW2595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2595
 EW2595  HISTORY     - Date     Condition        Report By
 EW2595  HISTORY     - UNK      MONUMENTED       CA1980
 EW2595  HISTORY     - 1971     GOOD             CA1980
 EW2595
 EW2595                          STATION DESCRIPTION
 EW2595
 EW2595'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2595'AT SYLMAR.
 EW2595'SQUARE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1.9 FEET
 EW2595'EAST OF THE BEGINNING OF CURB RETURN EAST OF GLENOAKS BOULEVARD,
 EW2595'3.4 FEET WEST OF THE WEST END OF THE CATCH BASIN THAT IS EAST OF
 EW2595'GLENOAKS BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2596 ***********************************************************************
 EW2596  DESIGNATION -  04 05012 C OF LA
 EW2596  PID         -  EW2596
 EW2596  STATE/COUNTY-  CA/LOS ANGELES
 EW2596  USGS QUAD   -  SAN FERNANDO (1988)
 EW2596
 EW2596                         *CURRENT SURVEY CONTROL
 EW2596  ___________________________________________________________________
 EW2596* NAD 83(1986)-  34 19 22.     (N)    118 28 11.     (W)     SCALED    
 EW2596* NAVD 88     -       427.067  (meters)    1401.14   (feet)  READJUSTED
 EW2596  ___________________________________________________________________
 EW2596  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2596  DYNAMIC HT  -         426.590 (meters)    1399.57  (feet)  COMP
 EW2596  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 EW2596
 EW2596  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2596
 EW2596.The horizontal coordinates were scaled from a topographic map and have
 EW2596.an estimated accuracy of +/- 6 seconds.
 EW2596
 EW2596.The orthometric height was determined by differential leveling
 EW2596.and adjusted in September 2004.
 EW2596.The height was derived from older observations constrained to new
 EW2596.heights in a crustal motion area.  The height is approximate in
 EW2596.relation to other heights in its vicinity.
 EW2596
 EW2596.The geoid height was determined by GEOID03.
 EW2596
 EW2596.The dynamic height is computed by dividing the NAVD 88
 EW2596.geopotential number by the normal gravity value computed on the
 EW2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2596.degrees latitude (g = 980.6199 gals.).
 EW2596
 EW2596.The modeled gravity was interpolated from observed gravity values.
 EW2596
 EW2596;                    North         East    Units  Estimated Accuracy
 EW2596;SPC CA 5     -   591,370.    1,956,770.      MT  (+/- 180 meters Scaled)
 EW2596
 EW2596                          SUPERSEDED SURVEY CONTROL
 EW2596
 EW2596  NGVD 29 (??/??/92)  425.991  (m)         1397.61   (f) ADJ UNCH    1 1
 EW2596
 EW2596.Superseded values are not recommended for survey control.
 EW2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2596.See file dsdata.txt to determine how the superseded data were derived.
 EW2596
 EW2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT647989(NAD 83)
 EW2596_MARKER: Z = SEE DESCRIPTION
 EW2596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2596_SP_SET: OUTLET
 EW2596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2596
 EW2596  HISTORY     - Date     Condition        Report By
 EW2596  HISTORY     - UNK      MONUMENTED       CA1980
 EW2596  HISTORY     - 1971     GOOD             CA1980
 EW2596
 EW2596                          STATION DESCRIPTION
 EW2596
 EW2596'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2596'AT SYLMAR.
 EW2596'BRASS SCREW IN LEAD IN THE TOP OF THE CONCRETE HEADWALL, AT ITS
 EW2596'WESTERLY END, OF THE DRAINAGE CHANNEL OUTLET STRUCTURE THAT IS
 EW2596'ABOUT 200 FEET WEST OF GLENOAKS BOULEVARD, IN FOOTHILL BOULEVARD,
 EW2596'11.3 FEET SOUTH OF THE SOUTH CURB LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2600 ***********************************************************************
 EW2600  DESIGNATION -  04 05100 C OF LA
 EW2600  PID         -  EW2600
 EW2600  STATE/COUNTY-  CA/LOS ANGELES
 EW2600  USGS QUAD   -  SAN FERNANDO (1988)
 EW2600
 EW2600                         *CURRENT SURVEY CONTROL
 EW2600  ___________________________________________________________________
 EW2600* NAD 83(1986)-  34 19 16.     (N)    118 28 43.     (W)     SCALED    
 EW2600* NAVD 88     -       419.09   (+/-2cm)    1375.0    (feet)  VERTCON   
 EW2600  ___________________________________________________________________
 EW2600  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EW2600  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2600
 EW2600.The horizontal coordinates were scaled from a topographic map and have
 EW2600.an estimated accuracy of +/- 6 seconds.
 EW2600
 EW2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2600.The vertical order pertains to the NGVD 29 superseded value.
 EW2600
 EW2600.The geoid height was determined by GEOID03.
 EW2600
 EW2600;                    North         East    Units  Estimated Accuracy
 EW2600;SPC CA 5     -   591,190.    1,955,950.      MT  (+/- 180 meters Scaled)
 EW2600
 EW2600                          SUPERSEDED SURVEY CONTROL
 EW2600
 EW2600  NGVD 29 (??/??/92)  418.267  (m)         1372.26   (f) ADJ UNCH    1 1
 EW2600
 EW2600.Superseded values are not recommended for survey control.
 EW2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2600.See file dsdata.txt to determine how the superseded data were derived.
 EW2600
 EW2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639987(NAD 83)
 EW2600_MARKER: S = SPIKE
 EW2600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2600_SP_SET: CULVERT
 EW2600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2600
 EW2600  HISTORY     - Date     Condition        Report By
 EW2600  HISTORY     - UNK      MONUMENTED       CA1980
 EW2600  HISTORY     - 1968     GOOD             CA1980
 EW2600
 EW2600                          STATION DESCRIPTION
 EW2600
 EW2600'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2600'IN LOS ANGELES.
 EW2600'WIRE SPIKE IN THE TOP OF THE HEADWALL, AT THE CENTER, OF A
 EW2600'CONCRETE CULVERT INLET STRUCTURE, 29 FEET NORTH OF THE PAINTED
 EW2600'CENTER STRIPE IN FOOTHILL BOULEVARD, 32 FEET EAST OF THE APPARENT
 EW2600'CENTER LINE OF YARNELL STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2599 ***********************************************************************
 EW2599  DESIGNATION -  04 05101 C OF LA
 EW2599  PID         -  EW2599
 EW2599  STATE/COUNTY-  CA/LOS ANGELES
 EW2599  USGS QUAD   -  SAN FERNANDO (1988)
 EW2599
 EW2599                         *CURRENT SURVEY CONTROL
 EW2599  ___________________________________________________________________
 EW2599* NAD 83(1986)-  34 19 16.     (N)    118 28 43.     (W)     SCALED    
 EW2599* NAVD 88     -       413.080  (meters)    1355.25   (feet)  READJUSTED
 EW2599  ___________________________________________________________________
 EW2599  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EW2599  DYNAMIC HT  -         412.620 (meters)    1353.74  (feet)  COMP
 EW2599  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 EW2599
 EW2599  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2599
 EW2599.The horizontal coordinates were scaled from a topographic map and have
 EW2599.an estimated accuracy of +/- 6 seconds.
 EW2599
 EW2599.The orthometric height was determined by differential leveling
 EW2599.and adjusted in September 2004.
 EW2599.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2599.distribution rate of 2.1 thru 3.0 mm/km.
 EW2599.The height was derived from older observations constrained to new
 EW2599.heights in a crustal motion area.  The height is approximate in
 EW2599.relation to other heights in its vicinity.
 EW2599
 EW2599.The geoid height was determined by GEOID03.
 EW2599
 EW2599.The dynamic height is computed by dividing the NAVD 88
 EW2599.geopotential number by the normal gravity value computed on the
 EW2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2599.degrees latitude (g = 980.6199 gals.).
 EW2599
 EW2599.The modeled gravity was interpolated from observed gravity values.
 EW2599
 EW2599;                    North         East    Units  Estimated Accuracy
 EW2599;SPC CA 5     -   591,190.    1,955,950.      MT  (+/- 180 meters Scaled)
 EW2599
 EW2599                          SUPERSEDED SURVEY CONTROL
 EW2599
 EW2599  NGVD 29 (??/??/92)  412.026  (m)         1351.79   (f) ADJ UNCH    1 1
 EW2599
 EW2599.Superseded values are not recommended for survey control.
 EW2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2599.See file dsdata.txt to determine how the superseded data were derived.
 EW2599
 EW2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639987(NAD 83)
 EW2599_MARKER: Z = SEE DESCRIPTION
 EW2599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2599_SP_SET: CURB
 EW2599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2599
 EW2599  HISTORY     - Date     Condition        Report By
 EW2599  HISTORY     - UNK      MONUMENTED       CA1980
 EW2599  HISTORY     - 1971     GOOD             CA1980
 EW2599
 EW2599                          STATION DESCRIPTION
 EW2599
 EW2599'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2599'AT SYLMAR.
 EW2599'BRASS SCREW IN LEAD, IN THE NORTH CURB OF FOOTHILL BOULEVARD,
 EW2599'1.5 FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF YARNELL
 EW2599'STREET, 1 FOOT WEST OF THE CATCH BASIN THAT IS IMMEDIATELY EAST
 EW2599'YARNELL STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2602 ***********************************************************************
 EW2602  DESIGNATION -  04 05151 C OF LA
 EW2602  PID         -  EW2602
 EW2602  STATE/COUNTY-  CA/LOS ANGELES
 EW2602  USGS QUAD   -  SAN FERNANDO (1988)
 EW2602
 EW2602                         *CURRENT SURVEY CONTROL
 EW2602  ___________________________________________________________________
 EW2602* NAD 83(1986)-  34 19 08.     (N)    118 29 01.     (W)     SCALED    
 EW2602* NAVD 88     -       407.631  (meters)    1337.37   (feet)  READJUSTED
 EW2602  ___________________________________________________________________
 EW2602  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EW2602  DYNAMIC HT  -         407.180 (meters)    1335.89  (feet)  COMP
 EW2602  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 EW2602
 EW2602  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2602
 EW2602.The horizontal coordinates were scaled from a topographic map and have
 EW2602.an estimated accuracy of +/- 6 seconds.
 EW2602
 EW2602.The orthometric height was determined by differential leveling
 EW2602.and adjusted in September 2004.
 EW2602.The height was derived from older observations constrained to new
 EW2602.heights in a crustal motion area.  The height is approximate in
 EW2602.relation to other heights in its vicinity.
 EW2602
 EW2602.The geoid height was determined by GEOID03.
 EW2602
 EW2602.The dynamic height is computed by dividing the NAVD 88
 EW2602.geopotential number by the normal gravity value computed on the
 EW2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2602.degrees latitude (g = 980.6199 gals.).
 EW2602
 EW2602.The modeled gravity was interpolated from observed gravity values.
 EW2602
 EW2602;                    North         East    Units  Estimated Accuracy
 EW2602;SPC CA 5     -   590,940.    1,955,490.      MT  (+/- 180 meters Scaled)
 EW2602
 EW2602                          SUPERSEDED SURVEY CONTROL
 EW2602
 EW2602  NGVD 29 (??/??/92)  406.576  (m)         1333.91   (f) ADJ UNCH    1 1
 EW2602
 EW2602.Superseded values are not recommended for survey control.
 EW2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2602.See file dsdata.txt to determine how the superseded data were derived.
 EW2602
 EW2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT635985(NAD 83)
 EW2602_MARKER: Z = SEE DESCRIPTION
 EW2602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2602_SP_SET: FOOTING
 EW2602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2602
 EW2602  HISTORY     - Date     Condition        Report By
 EW2602  HISTORY     - UNK      MONUMENTED       CA1980
 EW2602  HISTORY     - 1971     GOOD             CA1980
 EW2602
 EW2602                          STATION DESCRIPTION
 EW2602
 EW2602'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2602'AT SYLMAR.
 EW2602'BRASS SCREW IN LEAD, IN MOST EASTERLY CONCRETE FOOTING FOR
 EW2602'LOS ANGELES DEPARTMENT OF WATER AND POWER TRANSMISSION TOWER
 EW2602'NO. 284/4, 175 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF
 EW2602'FOOTHILL BOULEVARD, 0.35 OF A MILE SOUTHWESTERLY FROM YARNELL
 EW2602'STREET, ABOUT 300 FEET EASTERLY FROM THE FOOTHILL FREEWAY
 EW2602'OVERPASS, ABOUT 175 FEET EAST OF FILBERT STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4839 ***********************************************************************
 EW4839  DESIGNATION -  04 05468
 EW4839  PID         -  EW4839
 EW4839  STATE/COUNTY-  CA/LOS ANGELES
 EW4839  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4839
 EW4839                         *CURRENT SURVEY CONTROL
 EW4839  ___________________________________________________________________
 EW4839* NAD 83(1986)-  34 15 53.     (N)    118 30 07.     (W)     SCALED    
 EW4839* NAVD 88     -       292.434  (meters)     959.43   (feet)  ADJUSTED  
 EW4839  ___________________________________________________________________
 EW4839  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EW4839  DYNAMIC HT  -         292.111 (meters)     958.37  (feet)  COMP
 EW4839  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 EW4839
 EW4839  VERT ORDER  -  FIRST     CLASS I
 EW4839
 EW4839.The horizontal coordinates were scaled from a topographic map and have
 EW4839.an estimated accuracy of +/- 6 seconds.
 EW4839
 EW4839.The orthometric height was determined by differential leveling
 EW4839.and adjusted in June 1995.
 EW4839
 EW4839.The geoid height was determined by GEOID03.
 EW4839
 EW4839.The dynamic height is computed by dividing the NAVD 88
 EW4839.geopotential number by the normal gravity value computed on the
 EW4839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4839.degrees latitude (g = 980.6199 gals.).
 EW4839
 EW4839.The modeled gravity was interpolated from observed gravity values.
 EW4839
 EW4839;                    North         East    Units  Estimated Accuracy
 EW4839;SPC CA 5     -   584,940.    1,953,770.      MT  (+/- 180 meters Scaled)
 EW4839
 EW4839                          SUPERSEDED SURVEY CONTROL
 EW4839
 EW4839  NGVD 29 (??/??/92)  291.075  (m)          954.97   (f) ADJ UNCH    1 1
 EW4839
 EW4839.Superseded values are not recommended for survey control.
 EW4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4839.See file dsdata.txt to determine how the superseded data were derived.
 EW4839
 EW4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617925(NAD 83)
 EW4839_MARKER: S = SPIKE
 EW4839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4839_SP_SET: CURB
 EW4839_MARK LOGO: NONE  
 EW4839_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4839+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 EW4839
 EW4839  HISTORY     - Date     Condition        Report By
 EW4839  HISTORY     - 1964     MONUMENTED       CA1980
 EW4839  HISTORY     - 1968     GOOD             NGS
 EW4839  HISTORY     - 1974     GOOD             CA1980
 EW4839  HISTORY     - 19940713 GOOD             NGS
 EW4839  HISTORY     - 19941003 GOOD             MWDSC
 EW4839
 EW4839                          STATION DESCRIPTION
 EW4839
 EW4839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW4839'AT LOS ANGELES.
 EW4839'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 20.2 FEET
 EW4839'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF CHATSWORTH STREET.
 EW4839
 EW4839                          STATION RECOVERY (1974)
 EW4839
 EW4839'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4839'RECOVERED IN GOOD CONDITION.
 EW4839
 EW4839                          STATION RECOVERY (1994)
 EW4839
 EW4839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4839'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND
 EW4839'CHATSWORTH STREET, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD,
 EW4839'20.7 M (67.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 EW4839'STREET, 7.1 M (23.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW4839'SOUTHBOUND LANES OF THE BOULEVARD, 1.2 M (3.9 FT) NORTHEAST OF A
 EW4839'UTILITY POLE, 0.7 M (2.3 FT) EAST OF THE CENTER OF A MANHOLE, AND 0.3
 EW4839'NORTH OF THE SOUTH END OF A CATCH BASIN.
 EW4839
 EW4839                          STATION RECOVERY (1994)
 EW4839
 EW4839'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EW4839'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4032 01 019.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4840 ***********************************************************************
 EW4840  DESIGNATION -  04 05470 C OF LA
 EW4840  PID         -  EW4840
 EW4840  STATE/COUNTY-  CA/LOS ANGELES
 EW4840  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4840
 EW4840                         *CURRENT SURVEY CONTROL
 EW4840  ___________________________________________________________________
 EW4840* NAD 83(1986)-  34 16 04.     (N)    118 30 07.     (W)     SCALED    
 EW4840* NAVD 88     -       296.59   (+/-2cm)     973.1    (feet)  VERTCON   
 EW4840  ___________________________________________________________________
 EW4840  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW4840  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4840
 EW4840.The horizontal coordinates were scaled from a topographic map and have
 EW4840.an estimated accuracy of +/- 6 seconds.
 EW4840
 EW4840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4840.The vertical order pertains to the NGVD 29 superseded value.
 EW4840
 EW4840.The geoid height was determined by GEOID03.
 EW4840
 EW4840;                    North         East    Units  Estimated Accuracy
 EW4840;SPC CA 5     -   585,280.    1,953,780.      MT  (+/- 180 meters Scaled)
 EW4840
 EW4840                          SUPERSEDED SURVEY CONTROL
 EW4840
 EW4840  NGVD 29 (??/??/92)  295.778  (m)          970.40   (f) ADJ UNCH    1 2
 EW4840
 EW4840.Superseded values are not recommended for survey control.
 EW4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4840.See file dsdata.txt to determine how the superseded data were derived.
 EW4840
 EW4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617928(NAD 83)
 EW4840_MARKER: S = SPIKE
 EW4840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4840_SP_SET: CURB
 EW4840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4840
 EW4840  HISTORY     - Date     Condition        Report By
 EW4840  HISTORY     - UNK      MONUMENTED       CA1980
 EW4840  HISTORY     - 1968     GOOD             CA1980
 EW4840  HISTORY     - 1971     GOOD             CA1980
 EW4840  HISTORY     - 19960106 GOOD             USPSQD
 EW4840
 EW4840                          STATION DESCRIPTION
 EW4840
 EW4840'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4840'AT LOS ANGELES.
 EW4840'WIRE SPIKE IN THE SOUTH CURB OF TULSA STREET, 5 FEET EAST OF THE
 EW4840'BEGINNING OF CURB RETURN EAST OF BALBOA BOULEVARD.
 EW4840
 EW4840                          STATION RECOVERY (1971)
 EW4840
 EW4840'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4840'RECOVERED IN GOOD CONDITION.
 EW4840
 EW4840                          STATION RECOVERY (1996)
 EW4840
 EW4840'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4841 ***********************************************************************
 EW4841  DESIGNATION -  04 05472
 EW4841  PID         -  EW4841
 EW4841  STATE/COUNTY-  CA/LOS ANGELES
 EW4841  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4841
 EW4841                         *CURRENT SURVEY CONTROL
 EW4841  ___________________________________________________________________
 EW4841* NAD 83(1986)-  34 16 04.     (N)    118 30 07.     (W)     SCALED    
 EW4841* NAVD 88     -       296.984  (meters)     974.36   (feet)  ADJUSTED  
 EW4841  ___________________________________________________________________
 EW4841  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW4841  DYNAMIC HT  -         296.656 (meters)     973.28  (feet)  COMP
 EW4841  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 EW4841
 EW4841  VERT ORDER  -  FIRST     CLASS I
 EW4841
 EW4841.The horizontal coordinates were scaled from a topographic map and have
 EW4841.an estimated accuracy of +/- 6 seconds.
 EW4841
 EW4841.The orthometric height was determined by differential leveling
 EW4841.and adjusted in June 1995.
 EW4841
 EW4841.The geoid height was determined by GEOID03.
 EW4841
 EW4841.The dynamic height is computed by dividing the NAVD 88
 EW4841.geopotential number by the normal gravity value computed on the
 EW4841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4841.degrees latitude (g = 980.6199 gals.).
 EW4841
 EW4841.The modeled gravity was interpolated from observed gravity values.
 EW4841
 EW4841;                    North         East    Units  Estimated Accuracy
 EW4841;SPC CA 5     -   585,280.    1,953,780.      MT  (+/- 180 meters Scaled)
 EW4841
 EW4841                          SUPERSEDED SURVEY CONTROL
 EW4841
 EW4841  NGVD 29 (??/??/92)  295.612  (m)          969.85   (f) ADJ UNCH    1 1
 EW4841
 EW4841.Superseded values are not recommended for survey control.
 EW4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4841.See file dsdata.txt to determine how the superseded data were derived.
 EW4841
 EW4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617928(NAD 83)
 EW4841_MARKER: S = SPIKE
 EW4841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4841_SP_SET: CATCH BASIN
 EW4841_MARK LOGO: NONE  
 EW4841_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4841+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 EW4841
 EW4841  HISTORY     - Date     Condition        Report By
 EW4841  HISTORY     - UNK      MONUMENTED       CA1980
 EW4841  HISTORY     - 1974     GOOD             CA1980
 EW4841  HISTORY     - 19940713 GOOD             NGS
 EW4841  HISTORY     - 20010511 GOOD             NGS
 EW4841
 EW4841                          STATION DESCRIPTION
 EW4841
 EW4841'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4841'AT LOS ANGELES.
 EW4841'WIRE SPK IN E CURB BALBOA BLVD, 8 FT. N OF BC CURB RETURN N OF
 EW4841'TULSA ST, S END OF CB.
 EW4841
 EW4841                          STATION RECOVERY (1994)
 EW4841
 EW4841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4841'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND TULSA
 EW4841'STREET, A SPIKE NEAR THE WEST END OF THE SOUTH CONCRETE RETAINING WALL
 EW4841'OF A CATCH BASIN, 15.2 M (49.9 FT) NORTH OF THE CENTER OF THE STREET,
 EW4841'7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4841'BOULEVARD, 2.0 M (6.6 FT) NORTH-NORTHWEST OF A UTILITY POLE, AND 1.4 M
 EW4841'(4.6 FT) SOUTHWEST OF THE CENTER OF A MANHOLE.
 EW4841
 EW4841                          STATION RECOVERY (2001)
 EW4841
 EW4841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4841'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4843 ***********************************************************************
 EW4843  DESIGNATION -  04 05490
 EW4843  PID         -  EW4843
 EW4843  STATE/COUNTY-  CA/LOS ANGELES
 EW4843  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4843
 EW4843                         *CURRENT SURVEY CONTROL
 EW4843  ___________________________________________________________________
 EW4843* NAD 83(1986)-  34 16 20.     (N)    118 30 08.     (W)     SCALED    
 EW4843* NAVD 88     -       302.289  (meters)     991.76   (feet)  ADJUSTED  
 EW4843  ___________________________________________________________________
 EW4843  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EW4843  DYNAMIC HT  -         301.955 (meters)     990.66  (feet)  COMP
 EW4843  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 EW4843
 EW4843  VERT ORDER  -  FIRST     CLASS I
 EW4843
 EW4843.The horizontal coordinates were scaled from a topographic map and have
 EW4843.an estimated accuracy of +/- 6 seconds.
 EW4843
 EW4843.The orthometric height was determined by differential leveling
 EW4843.and adjusted in June 1995.
 EW4843
 EW4843.The geoid height was determined by GEOID03.
 EW4843
 EW4843.The dynamic height is computed by dividing the NAVD 88
 EW4843.geopotential number by the normal gravity value computed on the
 EW4843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4843.degrees latitude (g = 980.6199 gals.).
 EW4843
 EW4843.The modeled gravity was interpolated from observed gravity values.
 EW4843
 EW4843;                    North         East    Units  Estimated Accuracy
 EW4843;SPC CA 5     -   585,770.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4843
 EW4843                          SUPERSEDED SURVEY CONTROL
 EW4843
 EW4843  NGVD 29 (??/??/92)  300.896  (m)          987.19   (f) ADJ UNCH    1 1
 EW4843
 EW4843.Superseded values are not recommended for survey control.
 EW4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4843.See file dsdata.txt to determine how the superseded data were derived.
 EW4843
 EW4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617933(NAD 83)
 EW4843_MARKER: S = SPIKE
 EW4843_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4843_SP_SET: CURB
 EW4843_MARK LOGO: NONE  
 EW4843_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4843+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 EW4843
 EW4843  HISTORY     - Date     Condition        Report By
 EW4843  HISTORY     - UNK      MONUMENTED       CA1980
 EW4843  HISTORY     - 1968     GOOD             CA1980
 EW4843  HISTORY     - 1974     GOOD             CA1980
 EW4843  HISTORY     - 19940713 GOOD             NGS
 EW4843
 EW4843                          STATION DESCRIPTION
 EW4843
 EW4843'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4843'AT LOS ANGELES.
 EW4843'WIRE SPIKE IN THE SOUTH CURB OF SAN FERNANDO MISSION BOULEVARD,
 EW4843'40 FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF BALBOA
 EW4843'BOULEVARD.
 EW4843
 EW4843                          STATION RECOVERY (1974)
 EW4843
 EW4843'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4843'RECOVERED IN GOOD CONDITION.
 EW4843
 EW4843                          STATION RECOVERY (1994)
 EW4843
 EW4843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4843'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA AND SAN FERNANDO
 EW4843'MISSION BOULEVARDS, A SPIKE IN THE SOUTH CONCRETE CURB OF SAN FERNANDO
 EW4843'MISSION BOULEVARD, 27.1 M (88.9 FT) EAST OF THE CENTERLINE OF THE
 EW4843'NORTHBOUND LANES OF BALBOA BOULEVARD, 7.1 M (23.3 FT) SOUTH OF AND
 EW4843'LEVEL WITH THE EASTBOUND LANES OF SAN FERNANDO MISSION BOULEVARD, 6.1
 EW4843'M (20.0 FT) NORTH OF THE NORTHWEST CORNER OF A GAS PUMP ISLAND, AND
 EW4843'2.0 M (6.6 FT) WEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4844 ***********************************************************************
 EW4844  DESIGNATION -  04 05510
 EW4844  PID         -  EW4844
 EW4844  STATE/COUNTY-  CA/LOS ANGELES
 EW4844  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4844
 EW4844                         *CURRENT SURVEY CONTROL
 EW4844  ___________________________________________________________________
 EW4844* NAD 83(1986)-  34 16 32.     (N)    118 30 08.     (W)     SCALED    
 EW4844* NAVD 88     -       310.740  (meters)    1019.49   (feet)  ADJUSTED  
 EW4844  ___________________________________________________________________
 EW4844  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW4844  DYNAMIC HT  -         310.397 (meters)    1018.36  (feet)  COMP
 EW4844  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 EW4844
 EW4844  VERT ORDER  -  FIRST     CLASS I
 EW4844
 EW4844.The horizontal coordinates were scaled from a topographic map and have
 EW4844.an estimated accuracy of +/- 6 seconds.
 EW4844
 EW4844.The orthometric height was determined by differential leveling
 EW4844.and adjusted in June 1995.
 EW4844
 EW4844.The geoid height was determined by GEOID03.
 EW4844
 EW4844.The dynamic height is computed by dividing the NAVD 88
 EW4844.geopotential number by the normal gravity value computed on the
 EW4844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4844.degrees latitude (g = 980.6199 gals.).
 EW4844
 EW4844.The modeled gravity was interpolated from observed gravity values.
 EW4844
 EW4844;                    North         East    Units  Estimated Accuracy
 EW4844;SPC CA 5     -   586,140.    1,953,760.      MT  (+/- 180 meters Scaled)
 EW4844
 EW4844                          SUPERSEDED SURVEY CONTROL
 EW4844
 EW4844  NGVD 29 (??/??/92)  309.476  (m)         1015.34   (f) ADJ UNCH    1 1
 EW4844
 EW4844.Superseded values are not recommended for survey control.
 EW4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4844.See file dsdata.txt to determine how the superseded data were derived.
 EW4844
 EW4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617937(NAD 83)
 EW4844_MARKER: S = SPIKE
 EW4844_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4844_SP_SET: CURB
 EW4844_MARK LOGO: NONE  
 EW4844_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4844+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 EW4844
 EW4844  HISTORY     - Date     Condition        Report By
 EW4844  HISTORY     - 1970     MONUMENTED       CA1980
 EW4844  HISTORY     - 1968     GOOD             CA1980
 EW4844  HISTORY     - 1974     GOOD             CA1980
 EW4844  HISTORY     - 19940713 GOOD             NGS
 EW4844  HISTORY     - 19941003 GOOD             MWDSC
 EW4844  HISTORY     - 20010511 GOOD             NGS
 EW4844
 EW4844                          STATION DESCRIPTION
 EW4844
 EW4844'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4844'AT LOS ANGELES.
 EW4844'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 3 FEET NORTH
 EW4844'OF THE BEGINNING OF CURB RETURN NORTH OF INDEX STREET.
 EW4844
 EW4844                          STATION RECOVERY (1974)
 EW4844
 EW4844'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4844'RECOVERED IN GOOD CONDITION.
 EW4844
 EW4844                          STATION RECOVERY (1994)
 EW4844
 EW4844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4844'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND INDEX
 EW4844'STREET, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD, 14.8 M
 EW4844'(48.6 FT) NORTH OF THE CENTER OF THE STREET, 7.1 M (23.3 FT) WEST OF
 EW4844'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4844'BOULEVARD, 3.1 M (10.2 FT) EAST OF A ROCK COLUMN, AND 1.0 M (3.3 FT)
 EW4844'NORTH OF THE SOUTH END OF THE BEGINNING OF THE CURB RETURN NORTH.
 EW4844
 EW4844                          STATION RECOVERY (1994)
 EW4844
 EW4844'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EW4844'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4032 01 022.
 EW4844
 EW4844                          STATION RECOVERY (2001)
 EW4844
 EW4844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4844'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4845 ***********************************************************************
 EW4845  DESIGNATION -  04 05520
 EW4845  PID         -  EW4845
 EW4845  STATE/COUNTY-  CA/LOS ANGELES
 EW4845  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4845
 EW4845                         *CURRENT SURVEY CONTROL
 EW4845  ___________________________________________________________________
 EW4845* NAD 83(1986)-  34 16 40.     (N)    118 30 07.     (W)     SCALED    
 EW4845* NAVD 88     -       315.73   (+/-2cm)    1035.9    (feet)  VERTCON   
 EW4845  ___________________________________________________________________
 EW4845  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW4845  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4845
 EW4845.The horizontal coordinates were scaled from a topographic map and have
 EW4845.an estimated accuracy of +/- 6 seconds.
 EW4845
 EW4845.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4845.The vertical order pertains to the NGVD 29 superseded value.
 EW4845
 EW4845.The geoid height was determined by GEOID03.
 EW4845
 EW4845;                    North         East    Units  Estimated Accuracy
 EW4845;SPC CA 5     -   586,390.    1,953,780.      MT  (+/- 180 meters Scaled)
 EW4845
 EW4845                          SUPERSEDED SURVEY CONTROL
 EW4845
 EW4845  NGVD 29 (??/??/92)  314.908  (m)         1033.16   (f) ADJ UNCH    1 1
 EW4845
 EW4845.Superseded values are not recommended for survey control.
 EW4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4845.See file dsdata.txt to determine how the superseded data were derived.
 EW4845
 EW4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617939(NAD 83)
 EW4845_MARKER: S = SPIKE
 EW4845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4845_SP_SET: CURB
 EW4845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4845
 EW4845  HISTORY     - Date     Condition        Report By
 EW4845  HISTORY     - UNK      MONUMENTED       CA1980
 EW4845  HISTORY     - 1968     GOOD             CA1980
 EW4845  HISTORY     - 1974     GOOD             CA1980
 EW4845  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4845
 EW4845                          STATION DESCRIPTION
 EW4845
 EW4845'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4845'AT LOS ANGELES.
 EW4845'WIRE SPIKE IN THE SOUTH CURB OF KALISHER STREET, 3 FEET EAST OF
 EW4845'THE BEGINNING OF CURB RETURN EAST OF BALBOA BOULEVARD.
 EW4845
 EW4845                          STATION RECOVERY (1974)
 EW4845
 EW4845'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4845'RECOVERED IN GOOD CONDITION.
 EW4845
 EW4845                          STATION RECOVERY (1994)
 EW4845
 EW4845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4845'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4848 ***********************************************************************
 EW4848  DESIGNATION -  04 05550
 EW4848  PID         -  EW4848
 EW4848  STATE/COUNTY-  CA/LOS ANGELES
 EW4848  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4848
 EW4848                         *CURRENT SURVEY CONTROL
 EW4848  ___________________________________________________________________
 EW4848* NAD 83(1986)-  34 16 50.     (N)    118 30 06.     (W)     SCALED    
 EW4848* NAVD 88     -       324.930  (meters)    1066.04   (feet)  ADJUSTED  
 EW4848  ___________________________________________________________________
 EW4848  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EW4848  DYNAMIC HT  -         324.570 (meters)    1064.86  (feet)  COMP
 EW4848  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 EW4848
 EW4848  VERT ORDER  -  FIRST     CLASS I
 EW4848
 EW4848.The horizontal coordinates were scaled from a topographic map and have
 EW4848.an estimated accuracy of +/- 6 seconds.
 EW4848
 EW4848.The orthometric height was determined by differential leveling
 EW4848.and adjusted in June 1995.
 EW4848
 EW4848.The geoid height was determined by GEOID03.
 EW4848
 EW4848.The dynamic height is computed by dividing the NAVD 88
 EW4848.geopotential number by the normal gravity value computed on the
 EW4848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4848.degrees latitude (g = 980.6199 gals.).
 EW4848
 EW4848.The modeled gravity was interpolated from observed gravity values.
 EW4848
 EW4848;                    North         East    Units  Estimated Accuracy
 EW4848;SPC CA 5     -   586,700.    1,953,810.      MT  (+/- 180 meters Scaled)
 EW4848
 EW4848                          SUPERSEDED SURVEY CONTROL
 EW4848
 EW4848  NGVD 29 (??/??/92)  323.577  (m)         1061.60   (f) ADJ UNCH    1 1
 EW4848
 EW4848.Superseded values are not recommended for survey control.
 EW4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4848.See file dsdata.txt to determine how the superseded data were derived.
 EW4848
 EW4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617942(NAD 83)
 EW4848_MARKER: S = SPIKE
 EW4848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4848_SP_SET: CURB
 EW4848_MARK LOGO: NONE  
 EW4848_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4848+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW4848
 EW4848  HISTORY     - Date     Condition        Report By
 EW4848  HISTORY     - UNK      MONUMENTED       CA1980
 EW4848  HISTORY     - 1968     GOOD             CA1980
 EW4848  HISTORY     - 1974     GOOD             CA1980
 EW4848  HISTORY     - 19940714 GOOD             NGS
 EW4848  HISTORY     - 20010511 MARK NOT FOUND   NGS
 EW4848
 EW4848                          STATION DESCRIPTION
 EW4848
 EW4848'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4848'AT LOS ANGELES.
 EW4848'WIRE SPIKE IN THE EAST CURB OF BALBOA BOULEVARD, 30.3 FEET
 EW4848'SOUTH OF THE SOUTH CURB LINE OF HALSEY STREET.
 EW4848
 EW4848                          STATION RECOVERY (1974)
 EW4848
 EW4848'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4848'RECOVERED IN GOOD CONDITION.
 EW4848
 EW4848                          STATION RECOVERY (1994)
 EW4848
 EW4848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4848'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND HALSEY
 EW4848'STREET, A SPIKE IN THE EAST CONCRETE CURB OF THE BOULEVARD, 15.0 M
 EW4848'(49.2 FT) SOUTH OF THE CENTER OF THE STREET, 7.1 M (23.3 FT) EAST OF
 EW4848'THE CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD, AND 1.8 M
 EW4848'(5.9 FT) SOUTH OF THE NORTH END OF THE BEGINNING OF THE CURB RETURN
 EW4848'SOUTH.
 EW4848
 EW4848                          STATION RECOVERY (2001)
 EW4848
 EW4848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4848'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4850 ***********************************************************************
 EW4850  DESIGNATION -  04 05590
 EW4850  PID         -  EW4850
 EW4850  STATE/COUNTY-  CA/LOS ANGELES
 EW4850  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4850
 EW4850                         *CURRENT SURVEY CONTROL
 EW4850  ___________________________________________________________________
 EW4850* NAD 83(1986)-  34 17 12.     (N)    118 30 06.     (W)     SCALED    
 EW4850* NAVD 88     -       333.592  (meters)    1094.46   (feet)  ADJUSTED  
 EW4850  ___________________________________________________________________
 EW4850  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW4850  DYNAMIC HT  -         333.222 (meters)    1093.25  (feet)  COMP
 EW4850  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 EW4850
 EW4850  VERT ORDER  -  FIRST     CLASS I
 EW4850
 EW4850.The horizontal coordinates were scaled from a topographic map and have
 EW4850.an estimated accuracy of +/- 6 seconds.
 EW4850
 EW4850.The orthometric height was determined by differential leveling
 EW4850.and adjusted in June 1995.
 EW4850
 EW4850.The geoid height was determined by GEOID03.
 EW4850
 EW4850.The dynamic height is computed by dividing the NAVD 88
 EW4850.geopotential number by the normal gravity value computed on the
 EW4850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4850.degrees latitude (g = 980.6199 gals.).
 EW4850
 EW4850.The modeled gravity was interpolated from observed gravity values.
 EW4850
 EW4850;                    North         East    Units  Estimated Accuracy
 EW4850;SPC CA 5     -   587,380.    1,953,810.      MT  (+/- 180 meters Scaled)
 EW4850
 EW4850                          SUPERSEDED SURVEY CONTROL
 EW4850
 EW4850  NGVD 29 (??/??/92)  332.178  (m)         1089.82   (f) ADJ UNCH    1 1
 EW4850
 EW4850.Superseded values are not recommended for survey control.
 EW4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4850.See file dsdata.txt to determine how the superseded data were derived.
 EW4850
 EW4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617949(NAD 83)
 EW4850_MARKER: S = SPIKE
 EW4850_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4850_SP_SET: CURB
 EW4850_MARK LOGO: NONE  
 EW4850_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4850+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW4850
 EW4850  HISTORY     - Date     Condition        Report By
 EW4850  HISTORY     - UNK      MONUMENTED       CA1980
 EW4850  HISTORY     - 1968     GOOD             CA1980
 EW4850  HISTORY     - 1974     GOOD             CA1980
 EW4850  HISTORY     - 19940714 GOOD             NGS
 EW4850  HISTORY     - 20010511 GOOD             NGS
 EW4850
 EW4850                          STATION DESCRIPTION
 EW4850
 EW4850'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4850'AT LOS ANGELES.
 EW4850'WIRE SPIKE IN THE SOUTH CURB OF LORILLARD STREET, 1.4 FEET
 EW4850'WEST OF THE BEGINNING OF CURB RETURN WEST OF BALBOA BOULEVARD.
 EW4850
 EW4850                          STATION RECOVERY (1974)
 EW4850
 EW4850'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4850'RECOVERED IN GOOD CONDITION.
 EW4850
 EW4850                          STATION RECOVERY (1994)
 EW4850
 EW4850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4850'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND
 EW4850'LORILLARD STREET, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET,
 EW4850'17.6 M (57.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4850'BOULEVARD, 5.4 M (17.7 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE
 EW4850'STREET, 0.5 M (1.6 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.4 M (1.3 FT)
 EW4850'WEST OF THE BEGINNING OF THE CURB RETURN WEST.
 EW4850
 EW4850                          STATION RECOVERY (2001)
 EW4850
 EW4850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4850'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4851 ***********************************************************************
 EW4851  DESIGNATION -  04 05610
 EW4851  PID         -  EW4851
 EW4851  STATE/COUNTY-  CA/LOS ANGELES
 EW4851  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4851
 EW4851                         *CURRENT SURVEY CONTROL
 EW4851  ___________________________________________________________________
 EW4851* NAD 83(1986)-  34 17 02.     (N)    118 30 07.     (W)     SCALED    
 EW4851* NAVD 88     -       342.02   (+/-2cm)    1122.1    (feet)  VERTCON   
 EW4851  ___________________________________________________________________
 EW4851  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EW4851  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4851
 EW4851.The horizontal coordinates were scaled from a topographic map and have
 EW4851.an estimated accuracy of +/- 6 seconds.
 EW4851
 EW4851.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4851.The vertical order pertains to the NGVD 29 superseded value.
 EW4851
 EW4851.The geoid height was determined by GEOID03.
 EW4851
 EW4851;                    North         East    Units  Estimated Accuracy
 EW4851;SPC CA 5     -   587,070.    1,953,790.      MT  (+/- 180 meters Scaled)
 EW4851
 EW4851                          SUPERSEDED SURVEY CONTROL
 EW4851
 EW4851  NGVD 29 (??/??/92)  341.199  (m)         1119.42   (f) ADJ UNCH    1 1
 EW4851
 EW4851.Superseded values are not recommended for survey control.
 EW4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4851.See file dsdata.txt to determine how the superseded data were derived.
 EW4851
 EW4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617946(NAD 83)
 EW4851_MARKER: Z = SEE DESCRIPTION
 EW4851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4851+STABILITY: SURFACE MOTION
 EW4851
 EW4851  HISTORY     - Date     Condition        Report By
 EW4851  HISTORY     - UNK      MONUMENTED       CA1980
 EW4851  HISTORY     - 1968     GOOD             CA1980
 EW4851  HISTORY     - 1974     GOOD             CA1980
 EW4851  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4851
 EW4851                          STATION DESCRIPTION
 EW4851
 EW4851'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4851'AT LOS ANGELES.
 EW4851'STANDARD SURVEY MONUMENT ZELZAH L-2D, ON THE CENTER LINE OF
 EW4851'BALBOA BOULEVARD, 48.4 FEET SOUTH OF THE CENTER LINE OF MIDWOOD
 EW4851'DRIVE.
 EW4851
 EW4851                          STATION RECOVERY (1974)
 EW4851
 EW4851'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4851'RECOVERED IN GOOD CONDITION.
 EW4851
 EW4851                          STATION RECOVERY (1994)
 EW4851
 EW4851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4851'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4852 ***********************************************************************
 EW4852  DESIGNATION -  04 05612
 EW4852  PID         -  EW4852
 EW4852  STATE/COUNTY-  CA/LOS ANGELES
 EW4852  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4852
 EW4852                         *CURRENT SURVEY CONTROL
 EW4852  ___________________________________________________________________
 EW4852* NAD 83(1986)-  34 17 13.     (N)    118 30 06.     (W)     SCALED    
 EW4852* NAVD 88     -       343.753  (meters)    1127.80   (feet)  ADJUSTED  
 EW4852  ___________________________________________________________________
 EW4852  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW4852  DYNAMIC HT  -         343.371 (meters)    1126.54  (feet)  COMP
 EW4852  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 EW4852
 EW4852  VERT ORDER  -  FIRST     CLASS I
 EW4852
 EW4852.The horizontal coordinates were scaled from a topographic map and have
 EW4852.an estimated accuracy of +/- 6 seconds.
 EW4852
 EW4852.The orthometric height was determined by differential leveling
 EW4852.and adjusted in June 1995.
 EW4852
 EW4852.The geoid height was determined by GEOID03.
 EW4852
 EW4852.The dynamic height is computed by dividing the NAVD 88
 EW4852.geopotential number by the normal gravity value computed on the
 EW4852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4852.degrees latitude (g = 980.6199 gals.).
 EW4852
 EW4852.The modeled gravity was interpolated from observed gravity values.
 EW4852
 EW4852;                    North         East    Units  Estimated Accuracy
 EW4852;SPC CA 5     -   587,410.    1,953,810.      MT  (+/- 180 meters Scaled)
 EW4852
 EW4852                          SUPERSEDED SURVEY CONTROL
 EW4852
 EW4852  NGVD 29 (??/??/92)  342.289  (m)         1122.99   (f) ADJ UNCH    1 1
 EW4852
 EW4852.Superseded values are not recommended for survey control.
 EW4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4852.See file dsdata.txt to determine how the superseded data were derived.
 EW4852
 EW4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617949(NAD 83)
 EW4852_MARKER: S = SPIKE
 EW4852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4852_SP_SET: CURB
 EW4852_MARK LOGO: NONE  
 EW4852_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4852+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW4852
 EW4852  HISTORY     - Date     Condition        Report By
 EW4852  HISTORY     - UNK      MONUMENTED       CA1980
 EW4852  HISTORY     - 1968     GOOD             CA1980
 EW4852  HISTORY     - 1974     GOOD             CA1980
 EW4852  HISTORY     - 19940714 GOOD             NGS
 EW4852  HISTORY     - 20010511 GOOD             NGS
 EW4852
 EW4852                          STATION DESCRIPTION
 EW4852
 EW4852'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4852'AT LOS ANGELES.
 EW4852'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 2 FEET NORTH
 EW4852'OF THE BEGINNING OF CURB RETURN NORTH OF MIDWOOD DRIVE.
 EW4852
 EW4852                          STATION RECOVERY (1974)
 EW4852
 EW4852'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4852'RECOVERED IN GOOD CONDITION.
 EW4852
 EW4852                          STATION RECOVERY (1994)
 EW4852
 EW4852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4852'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND MIDWOOD
 EW4852'DRIVE, A SPIKE IN THE WEST CURB OF THE BOULEVARD, 20.9 M (68.6 FT)
 EW4852'NORTH OF THE CENTERLINE OF THE DRIVE, 7.1 M (23.3 FT) WEST OF AND
 EW4852'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD,
 EW4852'0.7 M (2.3 FT) NORTHEAST OF A STREET LIGHT POLE, AND 0.6 M (2.0 FT)
 EW4852'NORTH OF THE SOUTH END OF THE BEGINNING OF THE CURB RETURN NORTH.
 EW4852
 EW4852                          STATION RECOVERY (2001)
 EW4852
 EW4852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4852'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6531 ***********************************************************************
 EW6531  DESIGNATION -  04 05662
 EW6531  PID         -  EW6531
 EW6531  STATE/COUNTY-  CA/LOS ANGELES
 EW6531  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW6531
 EW6531                         *CURRENT SURVEY CONTROL
 EW6531  ___________________________________________________________________
 EW6531* NAD 83(1986)-  34 17 33.     (N)    118 30 07.     (W)     SCALED    
 EW6531* NAVD 88     -       364.394  (meters)    1195.52   (feet)  ADJUSTED  
 EW6531  ___________________________________________________________________
 EW6531  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EW6531  DYNAMIC HT  -         363.988 (meters)    1194.18  (feet)  COMP
 EW6531  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 EW6531
 EW6531  VERT ORDER  -  FIRST     CLASS I
 EW6531
 EW6531.The horizontal coordinates were scaled from a topographic map and have
 EW6531.an estimated accuracy of +/- 6 seconds.
 EW6531
 EW6531.The orthometric height was determined by differential leveling
 EW6531.and adjusted in June 1995.
 EW6531
 EW6531.The geoid height was determined by GEOID03.
 EW6531
 EW6531.The dynamic height is computed by dividing the NAVD 88
 EW6531.geopotential number by the normal gravity value computed on the
 EW6531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6531.degrees latitude (g = 980.6199 gals.).
 EW6531
 EW6531.The modeled gravity was interpolated from observed gravity values.
 EW6531
 EW6531;                    North         East    Units  Estimated Accuracy
 EW6531;SPC CA 5     -   588,020.    1,953,790.      MT  (+/- 180 meters Scaled)
 EW6531
 EW6531                          SUPERSEDED SURVEY CONTROL
 EW6531
 EW6531  NGVD 29 (??/??/92)  362.914  (m)         1190.66   (f) ADJ UNCH    1 1
 EW6531
 EW6531.Superseded values are not recommended for survey control.
 EW6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6531.See file dsdata.txt to determine how the superseded data were derived.
 EW6531
 EW6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617956(NAD 83)
 EW6531_MARKER: S = SPIKE
 EW6531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW6531_SP_SET: CURB
 EW6531_MARK LOGO: NONE  
 EW6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6531+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW6531
 EW6531  HISTORY     - Date     Condition        Report By
 EW6531  HISTORY     - UNK      MONUMENTED       CA1980
 EW6531  HISTORY     - 1968     GOOD             CA1980
 EW6531  HISTORY     - 19940714 GOOD             NGS
 EW6531  HISTORY     - 20010511 GOOD             NGS
 EW6531
 EW6531                          STATION DESCRIPTION
 EW6531
 EW6531'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6531'AT LOS ANGELES.
 EW6531'WIRE SPIKE IN THE SOUTH CURB OF PINERIDGE DRIVE, 5 FEET EAST OF THE
 EW6531'BEGINNING OF CURB RETURN EAST OF BALBOA BOULEVARD.
 EW6531
 EW6531                          STATION RECOVERY (1994)
 EW6531
 EW6531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6531'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND
 EW6531'PINERIDGE DRIVE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE DRIVE, 16.5
 EW6531'M (54.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW6531'BOULEVARD, 5.6 M (18.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 EW6531'THE DRIVE, 2.3 M (7.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A ROCK
 EW6531'COLUMN WITH A LIGHT ATTACHED.
 EW6531
 EW6531                          STATION RECOVERY (2001)
 EW6531
 EW6531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW6531'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4854 ***********************************************************************
 EW4854  DESIGNATION -  04 05690
 EW4854  PID         -  EW4854
 EW4854  STATE/COUNTY-  CA/LOS ANGELES
 EW4854  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4854
 EW4854                         *CURRENT SURVEY CONTROL
 EW4854  ___________________________________________________________________
 EW4854* NAD 83(1986)-  34 17 48.     (N)    118 30 08.     (W)     SCALED    
 EW4854* NAVD 88     -       377.957  (meters)    1240.01   (feet)  ADJUSTED  
 EW4854  ___________________________________________________________________
 EW4854  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW4854  DYNAMIC HT  -         377.534 (meters)    1238.63  (feet)  COMP
 EW4854  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 EW4854
 EW4854  VERT ORDER  -  FIRST     CLASS I
 EW4854
 EW4854.The horizontal coordinates were scaled from a topographic map and have
 EW4854.an estimated accuracy of +/- 6 seconds.
 EW4854
 EW4854.The orthometric height was determined by differential leveling
 EW4854.and adjusted in June 1995.
 EW4854
 EW4854.The geoid height was determined by GEOID03.
 EW4854
 EW4854.The dynamic height is computed by dividing the NAVD 88
 EW4854.geopotential number by the normal gravity value computed on the
 EW4854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4854.degrees latitude (g = 980.6199 gals.).
 EW4854
 EW4854.The modeled gravity was interpolated from observed gravity values.
 EW4854
 EW4854;                    North         East    Units  Estimated Accuracy
 EW4854;SPC CA 5     -   588,490.    1,953,770.      MT  (+/- 180 meters Scaled)
 EW4854
 EW4854                          SUPERSEDED SURVEY CONTROL
 EW4854
 EW4854  NGVD 29 (??/??/92)  376.467  (m)         1235.13   (f) ADJ UNCH    1 1
 EW4854
 EW4854.Superseded values are not recommended for survey control.
 EW4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4854.See file dsdata.txt to determine how the superseded data were derived.
 EW4854
 EW4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617960(NAD 83)
 EW4854_MARKER: B = BOLT
 EW4854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4854_MARK LOGO: NONE  
 EW4854_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4854+STABILITY: SURFACE MOTION
 EW4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4854+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW4854
 EW4854  HISTORY     - Date     Condition        Report By
 EW4854  HISTORY     - UNK      MONUMENTED       CA1980
 EW4854  HISTORY     - 1968     GOOD             CA1980
 EW4854  HISTORY     - 19940714 GOOD             NGS
 EW4854
 EW4854                          STATION DESCRIPTION
 EW4854
 EW4854'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4854'AT LOS ANGELES.
 EW4854'STANDARD SURVEY MONUMENT ZELZAH L-1A, ON THE CENTER LINE OF
 EW4854'BALBOA BOULEVARD, AT THE BEGINNING OF THE FIRST CURVE NORTH
 EW4854'OF PINERIDGE DRIVE, 42.4 FEET WESTERLY FROM A NAIL AND TIN
 EW4854'IN POWER POLE NO. 258136M.
 EW4854
 EW4854                          STATION RECOVERY (1994)
 EW4854
 EW4854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4854'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND
 EW4854'PINERIDGE DRIVE, NEAR THE CENTER OF THE BOULEVARD, 371.0 M (1217.2 FT)
 EW4854'NORTH OF THE CENTER OF THE DRIVE, 12.8 M (42.0 FT) WEST OF UTILITY
 EW4854'POLE NUMBER 258136M, AND THE MONUMENT IS RECESSED 0.5 M (1.6 FT) BELOW
 EW4854'THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4854'THROUGH A 9-INCH METAL COVER CAST C OF LA ENGINEERING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4855 ***********************************************************************
 EW4855  DESIGNATION -  04 05720
 EW4855  PID         -  EW4855
 EW4855  STATE/COUNTY-  CA/LOS ANGELES
 EW4855  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4855
 EW4855                         *CURRENT SURVEY CONTROL
 EW4855  ___________________________________________________________________
 EW4855* NAD 83(1986)-  34 17 57.     (N)    118 30 12.     (W)     SCALED    
 EW4855* NAVD 88     -       389.207  (meters)    1276.92   (feet)  ADJUSTED  
 EW4855  ___________________________________________________________________
 EW4855  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 EW4855  DYNAMIC HT  -         388.772 (meters)    1275.50  (feet)  COMP
 EW4855  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 EW4855
 EW4855  VERT ORDER  -  FIRST     CLASS I
 EW4855
 EW4855.The horizontal coordinates were scaled from a topographic map and have
 EW4855.an estimated accuracy of +/- 6 seconds.
 EW4855
 EW4855.The orthometric height was determined by differential leveling
 EW4855.and adjusted in June 1995.
 EW4855
 EW4855.The geoid height was determined by GEOID03.
 EW4855
 EW4855.The dynamic height is computed by dividing the NAVD 88
 EW4855.geopotential number by the normal gravity value computed on the
 EW4855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4855.degrees latitude (g = 980.6199 gals.).
 EW4855
 EW4855.The modeled gravity was interpolated from observed gravity values.
 EW4855
 EW4855;                    North         East    Units  Estimated Accuracy
 EW4855;SPC CA 5     -   588,760.    1,953,670.      MT  (+/- 180 meters Scaled)
 EW4855
 EW4855                          SUPERSEDED SURVEY CONTROL
 EW4855
 EW4855  NGVD 29 (??/??/92)  387.777  (m)         1272.23   (f) ADJ UNCH    1 1
 EW4855
 EW4855.Superseded values are not recommended for survey control.
 EW4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4855.See file dsdata.txt to determine how the superseded data were derived.
 EW4855
 EW4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616963(NAD 83)
 EW4855_MARKER: DE = TRAVERSE STATION DISK
 EW4855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4855_STAMPING: TRIANGLE
 EW4855_MARK LOGO: CA1980
 EW4855_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4855+STABILITY: SURFACE MOTION
 EW4855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4855+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 EW4855
 EW4855  HISTORY     - Date     Condition        Report By
 EW4855  HISTORY     - 1968     MONUMENTED       CA1980
 EW4855  HISTORY     - 1968     GOOD             CA1980
 EW4855  HISTORY     - 1974     GOOD             CA1980
 EW4855  HISTORY     - 19940714 GOOD             NGS
 EW4855  HISTORY     - 19951206 GOOD             MWDSC
 EW4855
 EW4855                          STATION DESCRIPTION
 EW4855
 EW4855'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4855'AT LOS ANGELES.
 EW4855'STANDARD TRAVERSE MONUMENT ZELZAH L-1B, ON THE CENTER LINE
 EW4855'OF BALBOA BOULEVARD, AT THE MIDDLE OF CURVE THAT IS 119.17
 EW4855'FEET NORTH OF THE CENTER LINE OF COLVEN ROAD, OPPOSITE AND
 EW4855'WEST OF POWER POLE NO. 258141M.
 EW4855
 EW4855                          STATION RECOVERY (1974)
 EW4855
 EW4855'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4855'RECOVERED IN GOOD CONDITION.
 EW4855
 EW4855                          STATION RECOVERY (1994)
 EW4855
 EW4855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4855'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND COLVEN
 EW4855'ROAD, NEAR THE CENTER OF THE BOULEVARD, 36.3 M (119.1 FT) NORTH OF THE
 EW4855'CENTER OF THE ROAD, 12.8 M (42.0 FT) EAST OF UTILITY POLE NUMBER
 EW4855'258167M, 12.8 M (42.0 FT) WEST OF UTILITY POLE NUMBER 340424M, AND THE
 EW4855'MONUMENT IS RECESSED 0.6 M (2.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 EW4855'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 9-INCH METAL COVER CAST C
 EW4855'OF LA ENGINEERING.  THE DISK IS NOT STAMPED.
 EW4855
 EW4855                          STATION RECOVERY (1995)
 EW4855
 EW4855'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 EW4855'RECOVERED AS DESCRIBED.  REF MWD FB 4034 01 050 AND TB 95 LACO 481/C5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4857 ***********************************************************************
 EW4857  DESIGNATION -  04 05761 C OF LA
 EW4857  PID         -  EW4857
 EW4857  STATE/COUNTY-  CA/LOS ANGELES
 EW4857  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4857
 EW4857                         *CURRENT SURVEY CONTROL
 EW4857  ___________________________________________________________________
 EW4857* NAD 83(1986)-  34 18 11.     (N)    118 30 03.     (W)     SCALED    
 EW4857* NAVD 88     -       397.74   (+/-2cm)    1304.9    (feet)  VERTCON   
 EW4857  ___________________________________________________________________
 EW4857  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EW4857  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4857
 EW4857.The horizontal coordinates were scaled from a topographic map and have
 EW4857.an estimated accuracy of +/- 6 seconds.
 EW4857
 EW4857.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4857.The vertical order pertains to the NGVD 29 superseded value.
 EW4857
 EW4857.The geoid height was determined by GEOID03.
 EW4857
 EW4857;                    North         East    Units  Estimated Accuracy
 EW4857;SPC CA 5     -   589,190.    1,953,900.      MT  (+/- 180 meters Scaled)
 EW4857
 EW4857                          SUPERSEDED SURVEY CONTROL
 EW4857
 EW4857  NGVD 29 (??/??/92)  396.913  (m)         1302.21   (f) ADJ UNCH    1 1
 EW4857
 EW4857.Superseded values are not recommended for survey control.
 EW4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4857.See file dsdata.txt to determine how the superseded data were derived.
 EW4857
 EW4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT618967(NAD 83)
 EW4857_MARKER: Z = SEE DESCRIPTION
 EW4857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4857_SP_SET: CURB
 EW4857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4857
 EW4857  HISTORY     - Date     Condition        Report By
 EW4857  HISTORY     - UNK      MONUMENTED       CA-037
 EW4857  HISTORY     - 1968     GOOD             CA-037
 EW4857  HISTORY     - 1974     GOOD             CA1980
 EW4857
 EW4857                          STATION DESCRIPTION
 EW4857
 EW4857'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4857'AT LOS ANGELES.
 EW4857'SCREW IN LEAD, IN THE WEST CURB OF BALBOA BOULEVARD, AT BALBOA
 EW4857'HIGHLANDS, 10 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH
 EW4857'OF LISETTE STREET.
 EW4857
 EW4857                          STATION RECOVERY (1974)
 EW4857
 EW4857'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4858 ***********************************************************************
 EW4858  DESIGNATION -  04 07400
 EW4858  PID         -  EW4858
 EW4858  STATE/COUNTY-  CA/LOS ANGELES
 EW4858  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4858
 EW4858                         *CURRENT SURVEY CONTROL
 EW4858  ___________________________________________________________________
 EW4858* NAD 83(1986)-  34 18 22.     (N)    118 30 08.     (W)     SCALED    
 EW4858* NAVD 88     -       387.412  (meters)    1271.03   (feet)  ADJUSTED  
 EW4858  ___________________________________________________________________
 EW4858  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW4858  DYNAMIC HT  -         386.976 (meters)    1269.60  (feet)  COMP
 EW4858  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 EW4858
 EW4858  VERT ORDER  -  FIRST     CLASS I
 EW4858
 EW4858.The horizontal coordinates were scaled from a topographic map and have
 EW4858.an estimated accuracy of +/- 6 seconds.
 EW4858
 EW4858.The orthometric height was determined by differential leveling
 EW4858.and adjusted in June 1995.
 EW4858
 EW4858.The geoid height was determined by GEOID03.
 EW4858
 EW4858.The dynamic height is computed by dividing the NAVD 88
 EW4858.geopotential number by the normal gravity value computed on the
 EW4858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4858.degrees latitude (g = 980.6199 gals.).
 EW4858
 EW4858.The modeled gravity was interpolated from observed gravity values.
 EW4858
 EW4858;                    North         East    Units  Estimated Accuracy
 EW4858;SPC CA 5     -   589,530.    1,953,770.      MT  (+/- 180 meters Scaled)
 EW4858
 EW4858                          SUPERSEDED SURVEY CONTROL
 EW4858
 EW4858  NGVD 29 (??/??/92)  385.985  (m)         1266.35   (f) ADJ UNCH    1 1
 EW4858
 EW4858.Superseded values are not recommended for survey control.
 EW4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4858.See file dsdata.txt to determine how the superseded data were derived.
 EW4858
 EW4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617971(NAD 83)
 EW4858_MARKER: N = NAIL
 EW4858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4858_SP_SET: CATCH BASIN
 EW4858_MARK LOGO: NONE  
 EW4858_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4858+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 EW4858
 EW4858  HISTORY     - Date     Condition        Report By
 EW4858  HISTORY     - 1968     MONUMENTED       CA1980
 EW4858  HISTORY     - 1968     GOOD             CA1980
 EW4858  HISTORY     - 1974     GOOD             CA1980
 EW4858  HISTORY     - 19940714 GOOD             NGS
 EW4858  HISTORY     - 19950925 GOOD             MWDSC
 EW4858
 EW4858                          STATION DESCRIPTION
 EW4858
 EW4858'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4858'AT LOS ANGELES.
 EW4858'WIRE SPIKE, 4.2 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF
 EW4858'BALBOA BOULEVARD, NEW ALIGNMENT, 5 FEET SOUTHEAST OF THE
 EW4858'BEGINNING OF THE SECOND CURVE NORTHWESTERLY (0.21 OF A MILE)
 EW4858'FROM WOODLEY AVENUE-- IN THE TOP OF THE MOST SOUTHEASTERLY OF
 EW4858'TWO CATCH BASINS, AT ITS WESTERLY CORNER.
 EW4858
 EW4858                          STATION RECOVERY (1974)
 EW4858
 EW4858'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4858'RECOVERED IN GOOD CONDITION.
 EW4858
 EW4858                          STATION RECOVERY (1994)
 EW4858
 EW4858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4858'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND OROZCO
 EW4858'STREET, A SPIKE NEAR THE WEST CORNER OF THE MOST SOUTHEASTERLY OF 2
 EW4858'CONCRETE CATCH BASINS, 300.0 M (984.2 FT) NORTH OF THE CENTER OF
 EW4858'WOODLEY AVENUE, 140.0 M (459.3 FT) SOUTH OF THE CENTERLINE OF THE
 EW4858'STREET, 8.7 M (28.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4858'LANES OF THE BOULEVARD, AND 1.3 M (4.3 FT) SOUTHWEST OF A CURB.
 EW4858
 EW4858                          STATION RECOVERY (1995)
 EW4858
 EW4858'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (JDG)
 EW4858'FROM THE JENSEN FILTRATION PLANT ENTRANCE ON BALBOA BLVD AT OROZCO ST,
 EW4858'GO SOUTHERLY 550 FEET (167.6 M) ALONG BALBOA BL.  ON THE WEST CURB OF
 EW4858'BALBOA ON TOP OF THE MOST SOUTHERLY OF TWO CATCH BASINS.  --EXCEPT
 EW4858'THAT THE MONUMENT IS ACTUALLY A BRASS NAIL IN LEAD AND BELOW THE
 EW4858'CONCRETE SURFACE OF THE CATCH BASIN.  SPACER IS REQUIRED FOR THIS
 EW4858'STATION.  REF MWD FB 4203 03 006 AND TB 95 LACO 481/C4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4861 ***********************************************************************
 EW4861  DESIGNATION -  04 07410
 EW4861  PID         -  EW4861
 EW4861  STATE/COUNTY-  CA/LOS ANGELES
 EW4861  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4861
 EW4861                         *CURRENT SURVEY CONTROL
 EW4861  ___________________________________________________________________
 EW4861* NAD 83(1986)-  34 18 26.     (N)    118 30 08.     (W)     SCALED    
 EW4861* NAVD 88     -       389.07   (+/-2cm)    1276.5    (feet)  VERTCON   
 EW4861  ___________________________________________________________________
 EW4861  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW4861  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4861
 EW4861.The horizontal coordinates were scaled from a topographic map and have
 EW4861.an estimated accuracy of +/- 6 seconds.
 EW4861
 EW4861.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4861.The vertical order pertains to the NGVD 29 superseded value.
 EW4861
 EW4861.The geoid height was determined by GEOID03.
 EW4861
 EW4861;                    North         East    Units  Estimated Accuracy
 EW4861;SPC CA 5     -   589,660.    1,953,770.      MT  (+/- 180 meters Scaled)
 EW4861
 EW4861                          SUPERSEDED SURVEY CONTROL
 EW4861
 EW4861  NGVD 29 (??/??/92)  388.244  (m)         1273.76   (f) ADJ UNCH    1 1
 EW4861
 EW4861.Superseded values are not recommended for survey control.
 EW4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4861.See file dsdata.txt to determine how the superseded data were derived.
 EW4861
 EW4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617972(NAD 83)
 EW4861_MARKER: S = SPIKE
 EW4861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4861_SP_SET: CATCH BASIN
 EW4861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4861
 EW4861  HISTORY     - Date     Condition        Report By
 EW4861  HISTORY     - UNK      MONUMENTED       CA1980
 EW4861  HISTORY     - 1968     GOOD             CA1980
 EW4861  HISTORY     - 1974     GOOD             CA1980
 EW4861  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4861
 EW4861                          STATION DESCRIPTION
 EW4861
 EW4861'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4861'AT LOS ANGELES.
 EW4861'WIRE SPIKE, 3.9 FEET WEST OF THE WEST CURB LINE OF BALBOA
 EW4861'BOULEVARD, 8.8 FEET NORTH OF THE BEGINNING OF CURB RETURN
 EW4861'NORTH OF OROZCO STREET, IN THE TOP OF A CATCH BASIN, AT ITS
 EW4861'NORTHWEST CORNER.
 EW4861
 EW4861                          STATION RECOVERY (1974)
 EW4861
 EW4861'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4861'RECOVERED IN GOOD CONDITION.
 EW4861
 EW4861                          STATION RECOVERY (1994)
 EW4861
 EW4861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4861'THE CORNER OF THE CATCH BASIN AT THE DESCRIBED LOCATION IS MISSING.
 EW4861'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4862 ***********************************************************************
 EW4862  DESIGNATION -  04 07425
 EW4862  PID         -  EW4862
 EW4862  STATE/COUNTY-  CA/LOS ANGELES
 EW4862  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4862
 EW4862                         *CURRENT SURVEY CONTROL
 EW4862  ___________________________________________________________________
 EW4862* NAD 83(1986)-  34 18 33.     (N)    118 30 11.     (W)     SCALED    
 EW4862* NAVD 88     -       393.510  (meters)    1291.04   (feet)  ADJUSTED  
 EW4862  ___________________________________________________________________
 EW4862  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW4862  DYNAMIC HT  -         393.067 (meters)    1289.59  (feet)  COMP
 EW4862  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 EW4862
 EW4862  VERT ORDER  -  FIRST     CLASS I
 EW4862
 EW4862.The horizontal coordinates were scaled from a topographic map and have
 EW4862.an estimated accuracy of +/- 6 seconds.
 EW4862
 EW4862.The orthometric height was determined by differential leveling
 EW4862.and adjusted in October 1997.
 EW4862
 EW4862.The geoid height was determined by GEOID03.
 EW4862
 EW4862.The dynamic height is computed by dividing the NAVD 88
 EW4862.geopotential number by the normal gravity value computed on the
 EW4862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4862.degrees latitude (g = 980.6199 gals.).
 EW4862
 EW4862.The modeled gravity was interpolated from observed gravity values.
 EW4862
 EW4862;                    North         East    Units  Estimated Accuracy
 EW4862;SPC CA 5     -   589,870.    1,953,700.      MT  (+/- 180 meters Scaled)
 EW4862
 EW4862                          SUPERSEDED SURVEY CONTROL
 EW4862
 EW4862  NAVD 88 (06/28/95)  393.509  (m)         1291.04   (f) UNKNOWN     1 1
 EW4862  NGVD 29 (??/??/92)  392.045  (m)         1286.23   (f) ADJ UNCH    1 1
 EW4862
 EW4862.Superseded values are not recommended for survey control.
 EW4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4862.See file dsdata.txt to determine how the superseded data were derived.
 EW4862
 EW4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616974(NAD 83)
 EW4862_MARKER: S = SPIKE
 EW4862_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4862_SP_SET: CURB
 EW4862_MARK LOGO: NONE  
 EW4862_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4862+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 EW4862
 EW4862  HISTORY     - Date     Condition        Report By
 EW4862  HISTORY     - 1968     MONUMENTED       CA1980
 EW4862  HISTORY     - 1968     GOOD             CA1980
 EW4862  HISTORY     - 1974     GOOD             CA1980
 EW4862  HISTORY     - 19940714 GOOD             NGS
 EW4862  HISTORY     - 19950925 GOOD             MWDSC
 EW4862
 EW4862                          STATION DESCRIPTION
 EW4862
 EW4862'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4862'AT LOS ANGELES.
 EW4862'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, NEAR THE
 EW4862'EASTERLY CENTER LINE PROLONGATION OF INGRES AVENUE, FROM THE
 EW4862'CENTER LINE OF THE FRONTAGE ROAD WEST OF BALBOA BOULEVARD.
 EW4862
 EW4862                          STATION RECOVERY (1974)
 EW4862
 EW4862'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4862'RECOVERED IN GOOD CONDITION.
 EW4862
 EW4862                          STATION RECOVERY (1994)
 EW4862
 EW4862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4862'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND INGRES
 EW4862'AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD, 5.8 M
 EW4862'(19.0 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF BALBOA BOULEVARD
 EW4862'FRONTAGE ROAD, AND ON THE EXTENDED CENTER OF THE AVENUE.
 EW4862
 EW4862                          STATION RECOVERY (1995)
 EW4862
 EW4862'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (JDG)
 EW4862'FROM THE JENSEN FILTRATION PLANT ENTRANCE ON BALBOA BLVD AT OROZCO ST,
 EW4862'GO NORTHERLY 0.11 MILE (0.18 KM) ALONG BALBOA BL.  ON THE WEST CURB OF
 EW4862'BALBOA ON TOP OF THE WEST CURB, NEAR THE EASTERLY CENTERLINE
 EW4862'PROLONGATION OF INGRESS AVE, 20 FEET (6.1 M) FROM THE CENTERLINE OF
 EW4862'THE FRONTAGE ROAD WEST OF BALBOA BLVD AND 19.4 FEET (5.9 M) SOUTHERLY
 EW4862'OF STREET LIGHT.  FOUND A SPIKE WITH PUNCH MARK ON TOP OF CURB.  REF
 EW4862'MWD FB 4203 03 007 TB 95 LACO 481/C4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3921 ***********************************************************************
 EW3921  DESIGNATION -  04 07455
 EW3921  PID         -  EW3921
 EW3921  STATE/COUNTY-  CA/LOS ANGELES
 EW3921  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW3921
 EW3921                         *CURRENT SURVEY CONTROL
 EW3921  ___________________________________________________________________
 EW3921* NAD 83(1986)-  34 18 42.     (N)    118 30 05.     (W)     SCALED    
 EW3921* NAVD 88     -       407.943  (meters)    1338.39   (feet)  ADJUSTED  
 EW3921  ___________________________________________________________________
 EW3921  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW3921  DYNAMIC HT  -         407.484 (meters)    1336.89  (feet)  COMP
 EW3921  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 EW3921
 EW3921  VERT ORDER  -  FIRST     CLASS I
 EW3921
 EW3921.The horizontal coordinates were scaled from a topographic map and have
 EW3921.an estimated accuracy of +/- 6 seconds.
 EW3921
 EW3921.The orthometric height was determined by differential leveling
 EW3921.and adjusted in June 1995.
 EW3921
 EW3921.The geoid height was determined by GEOID03.
 EW3921
 EW3921.The dynamic height is computed by dividing the NAVD 88
 EW3921.geopotential number by the normal gravity value computed on the
 EW3921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3921.degrees latitude (g = 980.6199 gals.).
 EW3921
 EW3921.The modeled gravity was interpolated from observed gravity values.
 EW3921
 EW3921;                    North         East    Units  Estimated Accuracy
 EW3921;SPC CA 5     -   590,150.    1,953,850.      MT  (+/- 180 meters Scaled)
 EW3921
 EW3921                          SUPERSEDED SURVEY CONTROL
 EW3921
 EW3921  NGVD 29 (??/??/92)  406.535  (m)         1333.77   (f) ADJ UNCH    1 1
 EW3921
 EW3921.Superseded values are not recommended for survey control.
 EW3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3921.See file dsdata.txt to determine how the superseded data were derived.
 EW3921
 EW3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT618977(NAD 83)
 EW3921_MARKER: N = NAIL
 EW3921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3921_SP_SET: CATCH BASIN
 EW3921_MARK LOGO: NONE  
 EW3921_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW3921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW3921+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 EW3921
 EW3921  HISTORY     - Date     Condition        Report By
 EW3921  HISTORY     - 1968     MONUMENTED       CA1980
 EW3921  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW3921  HISTORY     - 1974     SEE DESCRIPTION  CA1980
 EW3921  HISTORY     - 19940714 GOOD             NGS
 EW3921  HISTORY     - 19950925 GOOD             MWDSC
 EW3921
 EW3921                          STATION DESCRIPTION
 EW3921
 EW3921'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3921'AT LOS ANGELES.
 EW3921'WIRE SPIKE, 4 FEET WEST OF THE WEST CURB LINE OF BALBOA BOULEVARD,
 EW3921'0.24 OF A MILE NORTHERLY FROM INGRES AVENUE, 58 FEET NORTH
 EW3921'OF AN ELECTROILER-- IN THE TOP OF THE MOST SOUTHERLY OF TWO
 EW3921'CATCH BASINS, AT ITS NORTHWEST CORNER.
 EW3921
 EW3921                          STATION RECOVERY (1974)
 EW3921
 EW3921'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW3921'RECOVERED AS DESCRIBED.
 EW3921
 EW3921                          STATION RECOVERY (1994)
 EW3921
 EW3921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW3921'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND TIMBER
 EW3921'RIDGE AVENUE, A SPIKE NEAR OF THE NORTH CORNER OF THE MOST SOUTHERLY
 EW3921'OF 2 CONCRETE CATCH BASINS, 38.6 M (126.6 FT) SOUTHWEST OF THE CENTER
 EW3921'OF THE AVENUE, 8.4 M (27.6 FT) NORTHWEST OF AND LEVEL WITH THE
 EW3921'CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, AND 1.3 M (4.3
 EW3921'FT) NORTHWEST OF A CURB.
 EW3921
 EW3921                          STATION RECOVERY (1995)
 EW3921
 EW3921'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (JDG)
 EW3921'FROM THE JENSEN FILTRATION PLANT ENTRANCE ON BALBOA BLVD AT OROZCO ST,
 EW3921'GO NORTHERLY 0.38 MILE (0.61 KM) ALONG BALBOA BL, 130 FEET (39.6 M)
 EW3921'SOUTH OF TIMBER RIDGE DR, 4 FEET (1.2 M) BACK OF THE WEST CURB OF
 EW3921'BALBOA ON TOP OF AND AT THE NORTHWEST CORNER OF THE MOST SOUTHERLY OF
 EW3921'TWO CATCH BASINS.  58 FEET (17.7 M) NORTHERLY OF A STREET LIGHT. FOUND
 EW3921'A BRASS NAIL IN LEAD ON TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3922 ***********************************************************************
 EW3922  DESIGNATION -  04 07465
 EW3922  PID         -  EW3922
 EW3922  STATE/COUNTY-  CA/LOS ANGELES
 EW3922  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW3922
 EW3922                         *CURRENT SURVEY CONTROL
 EW3922  ___________________________________________________________________
 EW3922* NAD 83(1986)-  34 18 51.     (N)    118 30 03.     (W)     SCALED    
 EW3922* NAVD 88     -       421.231  (meters)    1381.99   (feet)  ADJUSTED  
 EW3922  ___________________________________________________________________
 EW3922  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EW3922  DYNAMIC HT  -         420.757 (meters)    1380.43  (feet)  COMP
 EW3922  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 EW3922
 EW3922  VERT ORDER  -  FIRST     CLASS I
 EW3922
 EW3922.The horizontal coordinates were scaled from a topographic map and have
 EW3922.an estimated accuracy of +/- 6 seconds.
 EW3922
 EW3922.The orthometric height was determined by differential leveling
 EW3922.and adjusted in June 1995.
 EW3922
 EW3922.The geoid height was determined by GEOID03.
 EW3922
 EW3922.The dynamic height is computed by dividing the NAVD 88
 EW3922.geopotential number by the normal gravity value computed on the
 EW3922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3922.degrees latitude (g = 980.6199 gals.).
 EW3922
 EW3922.The modeled gravity was interpolated from observed gravity values.
 EW3922
 EW3922;                    North         East    Units  Estimated Accuracy
 EW3922;SPC CA 5     -   590,430.    1,953,900.      MT  (+/- 180 meters Scaled)
 EW3922
 EW3922                          SUPERSEDED SURVEY CONTROL
 EW3922
 EW3922  NAVD 88 (02/01/93)  420.849  (m)         1380.74   (f) UNKNOWN     1 1
 EW3922  NGVD 29 (??/??/92)  420.030  (m)         1378.05   (f) ADJ UNCH    1 1
 EW3922
 EW3922.Superseded values are not recommended for survey control.
 EW3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3922.See file dsdata.txt to determine how the superseded data were derived.
 EW3922
 EW3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT619980(NAD 83)
 EW3922_MARKER: S = SPIKE
 EW3922_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW3922_SP_SET: CURB
 EW3922_MARK LOGO: NONE  
 EW3922_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW3922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW3922+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 EW3922
 EW3922  HISTORY     - Date     Condition        Report By
 EW3922  HISTORY     - 1968     MONUMENTED       CA1980
 EW3922  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW3922  HISTORY     - 1974     SEE DESCRIPTION  CA1980
 EW3922  HISTORY     - 1978     GOOD             NGS
 EW3922  HISTORY     - 19940714 GOOD             NGS
 EW3922  HISTORY     - 19950925 GOOD             MWDSC
 EW3922  HISTORY     - 20010511 GOOD             NGS
 EW3922
 EW3922                          STATION DESCRIPTION
 EW3922
 EW3922'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3922'AT LOS ANGELES.
 EW3922'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 0.38 OF A
 EW3922'MILE NORTH OF INGRES AVENUE, 208 FEET NORTH OF THE BEGINNING
 EW3922'OF THE FIRST CURVE NORTH OF INGRES AVENUE, 12 FEET SOUTH OF
 EW3922'AN ELECTROILER.
 EW3922
 EW3922                          STATION RECOVERY (1974)
 EW3922
 EW3922'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW3922'RECOVERED AS DESCRIBED.
 EW3922
 EW3922                          STATION RECOVERY (1978)
 EW3922
 EW3922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3922'RECOVERED IN GOOD CONDITION.
 EW3922
 EW3922                          STATION RECOVERY (1994)
 EW3922
 EW3922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW3922'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND TIMBER
 EW3922'RIDGE AVENUE, A SPIKE IN THE NORTHWEST CONCRETE CURB OF THE BOULEVARD,
 EW3922'212.0 M (695.5 FT) NORTHEAST OF THE CENTER OF THE AVENUE, 103.0 M
 EW3922'(337.9 FT) SOUTHWEST OF A 5-INCH PIPE WITH A VALVE ATTACHED, 7.4 M
 EW3922'(24.3 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 EW3922'LANES OF THE AVENUE, AND 3.8 M (12.5 FT) SOUTHWEST OF A UTILITY LIGHT
 EW3922'POLE.
 EW3922
 EW3922                          STATION RECOVERY (1995)
 EW3922
 EW3922'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (JDG)
 EW3922'FROM THE JENSEN FILTRATION PLANT ENTRANCE ON BALBOA BLVD AT OROZCO ST,
 EW3922'GO NORTHERLY 0.60 MILE (0.97 KM) ALONG BALBOA BL, AT WEST CURB OF
 EW3922'BALBOA, 12 FEET (3.7 M) SOUTHERLY OF A STREET LIGHT.  FOUND A SPIKE IN
 EW3922'LEAD ON TOP OF CURB.
 EW3922
 EW3922                          STATION RECOVERY (2001)
 EW3922
 EW3922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW3922'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3923 ***********************************************************************
 EW3923  DESIGNATION -  04 07475
 EW3923  PID         -  EW3923
 EW3923  STATE/COUNTY-  CA/LOS ANGELES
 EW3923  USGS QUAD   -  SAN FERNANDO (1988)
 EW3923
 EW3923                         *CURRENT SURVEY CONTROL
 EW3923  ___________________________________________________________________
 EW3923* NAD 83(1986)-  34 18 56.     (N)    118 30 00.     (W)     SCALED    
 EW3923* NAVD 88     -       422.319  (meters)    1385.56   (feet)  ADJUSTED  
 EW3923  ___________________________________________________________________
 EW3923  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW3923  DYNAMIC HT  -         421.844 (meters)    1384.00  (feet)  COMP
 EW3923  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 EW3923
 EW3923  VERT ORDER  -  FIRST     CLASS I
 EW3923
 EW3923.The horizontal coordinates were scaled from a topographic map and have
 EW3923.an estimated accuracy of +/- 6 seconds.
 EW3923
 EW3923.The orthometric height was determined by differential leveling
 EW3923.and adjusted in June 1995.
 EW3923
 EW3923.The geoid height was determined by GEOID03.
 EW3923
 EW3923.The dynamic height is computed by dividing the NAVD 88
 EW3923.geopotential number by the normal gravity value computed on the
 EW3923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3923.degrees latitude (g = 980.6199 gals.).
 EW3923
 EW3923.The modeled gravity was interpolated from observed gravity values.
 EW3923
 EW3923;                    North         East    Units  Estimated Accuracy
 EW3923;SPC CA 5     -   590,580.    1,953,980.      MT  (+/- 180 meters Scaled)
 EW3923
 EW3923                          SUPERSEDED SURVEY CONTROL
 EW3923
 EW3923  NAVD 88 (02/01/93)  421.921  (m)         1384.25   (f) UNKNOWN     1 1
 EW3923  NGVD 29 (??/??/92)  421.102  (m)         1381.57   (f) ADJ UNCH    1 1
 EW3923
 EW3923.Superseded values are not recommended for survey control.
 EW3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3923.See file dsdata.txt to determine how the superseded data were derived.
 EW3923
 EW3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT619981(NAD 83)
 EW3923_MARKER: S = SPIKE
 EW3923_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW3923_SP_SET: CURB
 EW3923_MARK LOGO: NONE  
 EW3923_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW3923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW3923+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1995
 EW3923
 EW3923  HISTORY     - Date     Condition        Report By
 EW3923  HISTORY     - 1968     MONUMENTED       CA1980
 EW3923  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW3923  HISTORY     - 1974     SEE DESCRIPTION  CA1980
 EW3923  HISTORY     - 1978     GOOD             NGS
 EW3923  HISTORY     - 19940714 GOOD             NGS
 EW3923  HISTORY     - 19950925 GOOD             MWDSC
 EW3923
 EW3923                          STATION DESCRIPTION
 EW3923
 EW3923'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3923'AT LOS ANGELES.
 EW3923'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 0.48 OF A MILE
 EW3923'NORTHERLY FROM INGRES AVENUE, 71 FEET SOUTH OF THE BEGINNING
 EW3923'OF THE SECOND CURVE NORTH OF INGRES AVENUE, 58 FEET NORTH OF
 EW3923'AN ELECTROLIER.
 EW3923
 EW3923                          STATION RECOVERY (1974)
 EW3923
 EW3923'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW3923'RECOVERED AS DESCRIBED.
 EW3923
 EW3923                          STATION RECOVERY (1978)
 EW3923
 EW3923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3923'RECOVERED IN GOOD CONDITION.
 EW3923
 EW3923                          STATION RECOVERY (1994)
 EW3923
 EW3923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW3923'IN GRENADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND TIMBER
 EW3923'RIDGE AVENUE, A SPIKE IN THE NORTHWEST CONCRETE CURB OF THE BOULEVARD,
 EW3923'370.0 M (1213.9 FT) NORTHEAST OF THE CENTER OF THE AVENUE, 54.0 M
 EW3923'(177.2 FT) NORTHEAST OF A 5-INCH PIPE WITH A VALVE ATTACHED, 38.0 M
 EW3923'(124.7 FT) NORTH OF A UTILITY LIGHT POLE, AND 7.4 M (24.3 FT)
 EW3923'NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 EW3923'THE BOULEVARD.
 EW3923
 EW3923                          STATION RECOVERY (1995)
 EW3923
 EW3923'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (JDG)
 EW3923'FROM THE JENSEN FILTRATION PLANT ENTRANCE ON BALBOA BLVD AT OROZCO ST,
 EW3923'GO NORTHERLY 0.80 MILE (1.29 KM) ALONG BALBOA BL, 0.2 MILE (0.3 KM)
 EW3923'NORTH OF TIMBER RIDGE DR.  AT WEST CURB OF BALBOA, 58 FEET (17.7 M)
 EW3923'NORTHERLY OF A STREET LIGHT.  FOUND A SPIKE IN LEAD ON TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3924 ***********************************************************************
 EW3924  DESIGNATION -  04 07485 C OF LA
 EW3924  PID         -  EW3924
 EW3924  STATE/COUNTY-  CA/LOS ANGELES
 EW3924  USGS QUAD   -  SAN FERNANDO (1988)
 EW3924
 EW3924                         *CURRENT SURVEY CONTROL
 EW3924  ___________________________________________________________________
 EW3924* NAD 83(1986)-  34 18 59.     (N)    118 29 52.     (W)     SCALED    
 EW3924* NAVD 88     -       414.89   (+/-2cm)    1361.2    (feet)  VERTCON   
 EW3924  ___________________________________________________________________
 EW3924  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EW3924  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3924
 EW3924.The horizontal coordinates were scaled from a topographic map and have
 EW3924.an estimated accuracy of +/- 6 seconds.
 EW3924
 EW3924.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3924.The vertical order pertains to the NGVD 29 superseded value.
 EW3924
 EW3924.The geoid height was determined by GEOID03.
 EW3924
 EW3924;                    North         East    Units  Estimated Accuracy
 EW3924;SPC CA 5     -   590,670.    1,954,190.      MT  (+/- 180 meters Scaled)
 EW3924
 EW3924                          SUPERSEDED SURVEY CONTROL
 EW3924
 EW3924  NGVD 29 (??/??/92)  414.060  (m)         1358.46   (f) ADJ UNCH    1 1
 EW3924
 EW3924.Superseded values are not recommended for survey control.
 EW3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3924.See file dsdata.txt to determine how the superseded data were derived.
 EW3924
 EW3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT621982(NAD 83)
 EW3924_MARKER: S = SPIKE
 EW3924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3924_SP_SET: CATCH BASIN
 EW3924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3924
 EW3924  HISTORY     - Date     Condition        Report By
 EW3924  HISTORY     - UNK      MONUMENTED       CA1980
 EW3924  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW3924  HISTORY     - 1974     SEE DESCRIPTION  CA1980
 EW3924
 EW3924                          STATION DESCRIPTION
 EW3924
 EW3924'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3924'AT LOS ANGELES.
 EW3924'WIRE SPIKE, 4.0 FEET WEST OF THE WEST CURB LINE OF BALBOA
 EW3924'BOULEVARD, 0.59 OF A MILE NORTHERLY FROM INGRES AVENUE, 71.5
 EW3924'FEET NORTH OF AN ELECTROLIER-- IN THE TOP OF A CATCH BASIN,
 EW3924'AT ITS SOUTHWEST CORNER.
 EW3924
 EW3924                          STATION RECOVERY (1974)
 EW3924
 EW3924'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW3924'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3925 ***********************************************************************
 EW3925  DESIGNATION -  04 07495 C OF LA
 EW3925  PID         -  EW3925
 EW3925  STATE/COUNTY-  CA/LOS ANGELES
 EW3925  USGS QUAD   -  SAN FERNANDO (1988)
 EW3925
 EW3925                         *CURRENT SURVEY CONTROL
 EW3925  ___________________________________________________________________
 EW3925* NAD 83(1986)-  34 19 04.     (N)    118 29 50.     (W)     SCALED    
 EW3925* NAVD 88     -       410.63   (+/-2cm)    1347.2    (feet)  VERTCON   
 EW3925  ___________________________________________________________________
 EW3925  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EW3925  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3925
 EW3925.The horizontal coordinates were scaled from a topographic map and have
 EW3925.an estimated accuracy of +/- 6 seconds.
 EW3925
 EW3925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3925.The vertical order pertains to the NGVD 29 superseded value.
 EW3925
 EW3925.The geoid height was determined by GEOID03.
 EW3925
 EW3925;                    North         East    Units  Estimated Accuracy
 EW3925;SPC CA 5     -   590,830.    1,954,240.      MT  (+/- 180 meters Scaled)
 EW3925
 EW3925                          SUPERSEDED SURVEY CONTROL
 EW3925
 EW3925  NGVD 29 (??/??/92)  409.802  (m)         1344.49   (f) ADJ UNCH    1 1
 EW3925
 EW3925.Superseded values are not recommended for survey control.
 EW3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3925.See file dsdata.txt to determine how the superseded data were derived.
 EW3925
 EW3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT622984(NAD 83)
 EW3925_MARKER: S = SPIKE
 EW3925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3925_SP_SET: CATCH BASIN
 EW3925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3925
 EW3925  HISTORY     - Date     Condition        Report By
 EW3925  HISTORY     - UNK      MONUMENTED       CA1980
 EW3925  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW3925  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW3925
 EW3925                          STATION DESCRIPTION
 EW3925
 EW3925'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3925'AT LOS ANGELES.
 EW3925'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, IMMEDIATELY
 EW3925'SOUTH OF THE END OF THE SECOND CURVE NORTH OF INGRES AVENUE
 EW3925'(THE BEGINNING OF THE SECOND CURVE IS 0.5 OF A MILE NORTHERLY
 EW3925'FROM INGRES AVENUE), NORTH END OF A CATCH BASIN.
 EW3925
 EW3925                          STATION RECOVERY (1971)
 EW3925
 EW3925'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW3925'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4867 ***********************************************************************
 EW4867  DESIGNATION -  04 07660 C OF LA
 EW4867  PID         -  EW4867
 EW4867  STATE/COUNTY-  CA/LOS ANGELES
 EW4867  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4867
 EW4867                         *CURRENT SURVEY CONTROL
 EW4867  ___________________________________________________________________
 EW4867* NAD 83(1986)-  34 19 46.     (N)    118 30 11.     (W)     SCALED    
 EW4867* NAVD 88     -       420.26   (+/-2cm)    1378.8    (feet)  VERTCON   
 EW4867  ___________________________________________________________________
 EW4867  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EW4867  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4867
 EW4867.The horizontal coordinates were scaled from a topographic map and have
 EW4867.an estimated accuracy of +/- 6 seconds.
 EW4867
 EW4867.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4867.The vertical order pertains to the NGVD 29 superseded value.
 EW4867
 EW4867.The geoid height was determined by GEOID03.
 EW4867
 EW4867;                    North         East    Units  Estimated Accuracy
 EW4867;SPC CA 5     -   592,120.    1,953,710.      MT  (+/- 180 meters Scaled)
 EW4867
 EW4867                          SUPERSEDED SURVEY CONTROL
 EW4867
 EW4867  NGVD 29 (??/??/92)  419.433  (m)         1376.09   (f) ADJ UNCH    1 1
 EW4867
 EW4867.Superseded values are not recommended for survey control.
 EW4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4867.See file dsdata.txt to determine how the superseded data were derived.
 EW4867
 EW4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617997(NAD 83)
 EW4867_MARKER: S = SPIKE
 EW4867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4867_SP_SET: CATCH BASIN
 EW4867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4867
 EW4867  HISTORY     - Date     Condition        Report By
 EW4867  HISTORY     - UNK      MONUMENTED       CA1980
 EW4867  HISTORY     - 1968     GOOD             CA1980
 EW4867  HISTORY     - 1971     GOOD             CA1980
 EW4867
 EW4867                          STATION DESCRIPTION
 EW4867
 EW4867'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4867'IN LOS ANGELES.
 EW4867'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 333 FEET
 EW4867'NORTHWEST OF THE NORTHWEST PROPERTY LINE OF THE SERVICE STATION
 EW4867'AT NO. 14940, IN THE TOP OF A CATCH BASIN, AT ITS SOUTHEAST END,
 EW4867'0.79 MILE NORTHWESTERLY FROM BALBOA BOULEVARD, NEW ALIGNMENT.
 EW4867
 EW4867                          STATION RECOVERY (1971)
 EW4867
 EW4867'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4868 ***********************************************************************
 EW4868  DESIGNATION -  04 07690 C OF LA
 EW4868  PID         -  EW4868
 EW4868  STATE/COUNTY-  CA/LOS ANGELES
 EW4868  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4868
 EW4868                         *CURRENT SURVEY CONTROL
 EW4868  ___________________________________________________________________
 EW4868* NAD 83(1986)-  34 20 04.     (N)    118 30 14.     (W)     SCALED    
 EW4868* NAVD 88     -       441.21   (+/-2cm)    1447.5    (feet)  VERTCON   
 EW4868  ___________________________________________________________________
 EW4868  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EW4868  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4868
 EW4868.The horizontal coordinates were scaled from a topographic map and have
 EW4868.an estimated accuracy of +/- 6 seconds.
 EW4868
 EW4868.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4868.The vertical order pertains to the NGVD 29 superseded value.
 EW4868
 EW4868.The geoid height was determined by GEOID03.
 EW4868
 EW4868;                    North         East    Units  Estimated Accuracy
 EW4868;SPC CA 5     -   592,680.    1,953,630.      MT  (+/- 180 meters Scaled)
 EW4868
 EW4868                          SUPERSEDED SURVEY CONTROL
 EW4868
 EW4868  NGVD 29 (??/??/92)  440.380  (m)         1444.81   (f) ADJ UNCH    1 1
 EW4868
 EW4868.Superseded values are not recommended for survey control.
 EW4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4868.See file dsdata.txt to determine how the superseded data were derived.
 EW4868
 EW4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU616002(NAD 83)
 EW4868_MARKER: X = CHISELED CROSS
 EW4868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4868_SP_SET: BRIDGE
 EW4868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4868
 EW4868  HISTORY     - Date     Condition        Report By
 EW4868  HISTORY     - UNK      MONUMENTED       CA1980
 EW4868  HISTORY     - 1968     GOOD             CA1980
 EW4868  HISTORY     - 1971     GOOD             CA1980
 EW4868
 EW4868                          STATION DESCRIPTION
 EW4868
 EW4868'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4868'IN LOS ANGELES.
 EW4868'CHISEL CROSS IN THE TOP, AT THE NORTHEAST END, OF A BRONZE
 EW4868'PLAQUE AT THE NORTHEAST END OF THE SOUTHERN PACIFIC RAILROAD
 EW4868'TUNNEL STATION BRIDGE NO. 53-72, PLAQUE IS SET VERTICALLY IN
 EW4868'THE NORTHWEST FACE OF THE SOUTHEAST CONCRETE RAILING-- BRIDGE
 EW4868'IS ON THE SIERRA HIGHWAY (CALIFORNIA STATE HIGHWAY 14) AT THE
 EW4868'PALMDALE-NEWHALL TURN-OFF FROM SAN FERNANDO ROAD, 1.06 MILES
 EW4868'NORTHERLY FROM BALBOA BOULEVARD, NEW ALIGNMENT.  (THE NUMBER
 EW4868'53-391 IS NOW PAINTED AT EACH END OF BRIDGE NO. 53-72, POSSIBLY,
 EW4868'BY CALIFORNIA DIVISION OF HIGHWAYS.)
 EW4868
 EW4868                          STATION RECOVERY (1971)
 EW4868
 EW4868'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3131 ***********************************************************************
 AB3131  DESIGNATION -  04 09700
 AB3131  PID         -  AB3131
 AB3131  STATE/COUNTY-  CA/LOS ANGELES
 AB3131  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3131
 AB3131                         *CURRENT SURVEY CONTROL
 AB3131  ___________________________________________________________________
 AB3131* NAD 83(1986)-  34 15 53.     (N)    118 31 40.     (W)     SCALED    
 AB3131* NAVD 88     -       314.180  (meters)    1030.77   (feet)  ADJUSTED  
 AB3131  ___________________________________________________________________
 AB3131  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AB3131  DYNAMIC HT  -         313.833 (meters)    1029.63  (feet)  COMP
 AB3131  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 AB3131
 AB3131  VERT ORDER  -  THIRD
 AB3131
 AB3131.The horizontal coordinates were scaled from a topographic map and have
 AB3131.an estimated accuracy of +/- 6 seconds.
 AB3131
 AB3131.The orthometric height was determined by differential leveling
 AB3131.and adjusted in November 1996.
 AB3131
 AB3131.The geoid height was determined by GEOID03.
 AB3131
 AB3131.The dynamic height is computed by dividing the NAVD 88
 AB3131.geopotential number by the normal gravity value computed on the
 AB3131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3131.degrees latitude (g = 980.6199 gals.).
 AB3131
 AB3131.The modeled gravity was interpolated from observed gravity values.
 AB3131
 AB3131;                    North         East    Units  Estimated Accuracy
 AB3131;SPC CA 5     -   584,950.    1,951,400.      MT  (+/- 180 meters Scaled)
 AB3131
 AB3131                          SUPERSEDED SURVEY CONTROL
 AB3131
 AB3131.No superseded survey control is available for this station.
 AB3131
 AB3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT593925(NAD 83)
 AB3131_MARKER: N = NAIL
 AB3131_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3131_SP_SET: CURB
 AB3131_MARK LOGO: NONE  
 AB3131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3131+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB3131
 AB3131  HISTORY     - Date     Condition        Report By
 AB3131  HISTORY     - 1970     MONUMENTED       CA1980
 AB3131  HISTORY     - 19940922 GOOD             MWDSC
 AB3131
 AB3131                          STATION DESCRIPTION
 AB3131
 AB3131'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3131'GRANADA HILLS, NEAR THE INTERSECTION OF CHATSWORTH ST AND LINDLEY
 AB3131'AVE., 101 FEET (30.8 M) NORTH OF STREET AND 20 FEET (6.1 M) EAST OF
 AB3131'THE AVE.  A PK NAIL SET IN THE EAST CURB RETURN OF THE STREET.  REF
 AB3131'MWD FB 4032 01 036 AND MWD LEVEL LINE NO 33 PG.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1422 ***********************************************************************
 DY1422  DESIGNATION -  043
 DY1422  PID         -  DY1422
 DY1422  STATE/COUNTY-  CA/LOS ANGELES
 DY1422  USGS QUAD   -  VENICE (1981)
 DY1422
 DY1422                         *CURRENT SURVEY CONTROL
 DY1422  ___________________________________________________________________
 DY1422* NAD 83(1986)-  33 59 29.     (N)    118 27 32.     (W)     SCALED    
 DY1422* NAVD 88     -         5.36   (+/-2cm)      17.6    (feet)  VERTCON   
 DY1422  ___________________________________________________________________
 DY1422  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY1422  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1422
 DY1422.The horizontal coordinates were scaled from a topographic map and have
 DY1422.an estimated accuracy of +/- 6 seconds.
 DY1422
 DY1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1422.The vertical order pertains to the NGVD 29 superseded value.
 DY1422
 DY1422.The geoid height was determined by GEOID03.
 DY1422
 DY1422;                    North         East    Units  Estimated Accuracy
 DY1422;SPC CA 5     -   554,610.    1,957,600.      MT  (+/- 180 meters Scaled)
 DY1422
 DY1422                          SUPERSEDED SURVEY CONTROL
 DY1422
 DY1422  NGVD 29 (??/??/92)    4.61   (m)           15.1    (f) COMPUTED    1 2
 DY1422
 DY1422.Superseded values are not recommended for survey control.
 DY1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1422.See file dsdata.txt to determine how the superseded data were derived.
 DY1422
 DY1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652621(NAD 83)
 DY1422_MARKER: DB = BENCH MARK DISK
 DY1422_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY1422+WITH SETTING: PAVEMENT
 DY1422_SP_SET: BANISTER
 DY1422_STAMPING: 043 16 FEET
 DY1422_MARK LOGO: CA1980
 DY1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1422+STABILITY: SURFACE MOTION
 DY1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1422+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1989
 DY1422
 DY1422  HISTORY     - Date     Condition        Report By
 DY1422  HISTORY     - UNK      MONUMENTED       CA1980
 DY1422  HISTORY     - 1964     GOOD             NGS
 DY1422  HISTORY     - 19890525 GOOD             NGS
 DY1422
 DY1422                          STATION DESCRIPTION
 DY1422
 DY1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1422'AT VENICE.
 DY1422'AT VENICE, AT THE INTERSECTION OF VENICE BOULEVARD AND
 DY1422'SHELL AVENUE, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DY1422'CONCRETE BANISTER OF THE SOUTHEAST CONCRETE STEPS OF MAIN
 DY1422'ENTRANCE TO CITY HALL.  41 FEET NORTHWEST OF NORTHWEST CURB
 DY1422'OF BOULEVARD, 100 FEET NORTHEAST OF NORTHEAST CURB OF AVENUE,
 DY1422'1 1/2-FOOT ABOVE SIDEWALK.
 DY1422
 DY1422                          STATION RECOVERY (1989)
 DY1422
 DY1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9115 ***********************************************************************
 EV9115  DESIGNATION -  045 88
 EV9115  PID         -  EV9115
 EV9115  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9115  USGS QUAD   -  DEVORE (1996)
 EV9115
 EV9115                         *CURRENT SURVEY CONTROL
 EV9115  ___________________________________________________________________
 EV9115* NAD 83(1986)-  34 09 26.     (N)    117 25 54.     (W)     SCALED    
 EV9115* NAVD 88     -       528.724  (meters)    1734.66   (feet)  ADJUSTED  
 EV9115  ___________________________________________________________________
 EV9115  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EV9115  DYNAMIC HT  -         528.117 (meters)    1732.66  (feet)  COMP
 EV9115  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 EV9115
 EV9115  VERT ORDER  -  FIRST     CLASS II
 EV9115
 EV9115.The horizontal coordinates were scaled from a topographic map and have
 EV9115.an estimated accuracy of +/- 6 seconds.
 EV9115
 EV9115.The orthometric height was determined by differential leveling
 EV9115.and adjusted in June 1991.
 EV9115
 EV9115.The geoid height was determined by GEOID03.
 EV9115
 EV9115.The dynamic height is computed by dividing the NAVD 88
 EV9115.geopotential number by the normal gravity value computed on the
 EV9115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9115.degrees latitude (g = 980.6199 gals.).
 EV9115
 EV9115.The modeled gravity was interpolated from observed gravity values.
 EV9115
 EV9115;                    North         East    Units  Estimated Accuracy
 EV9115;SPC CA 5     -   573,050.    2,052,410.      MT  (+/- 180 meters Scaled)
 EV9115
 EV9115                          SUPERSEDED SURVEY CONTROL
 EV9115
 EV9115.No superseded survey control is available for this station.
 EV9115
 EV9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT602796(NAD 83)
 EV9115_MARKER: DB = BENCH MARK DISK
 EV9115_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EV9115_SP_SET: TOWER FOOTING
 EV9115_STAMPING: B.M. 045-88
 EV9115_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9115+STABILITY: SURFACE MOTION
 EV9115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9115+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1992
 EV9115
 EV9115  HISTORY     - Date     Condition        Report By
 EV9115  HISTORY     - UNK      MONUMENTED       LOCENG
 EV9115  HISTORY     - 19890427 GOOD             NGS
 EV9115  HISTORY     - 19920826 GOOD             MWDSC
 EV9115
 EV9115                          STATION DESCRIPTION
 EV9115
 EV9115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EV9115'5.6 KM SOUTHWEST ALONG INTERSTATE HIGHWAY 15 FROM ITS JUNCTION WITH
 EV9115'INTERSTATE HIGHWAY 215 THENCE 2.7KM SOUTH ALONG SIERRA AVE THENCE
 EV9115'0.4KM EAST ALONG THE METROPOLITAN WATER DISTRICT GRAVELED SERVICE
 EV9115'ROAD SET IN TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE
 EV9115'EDISON POWER LINETOWER NUMBER 17-1 PROJECTING 0.5M(1.6FT)
 EV9115'62.8M(206FT) SW OF THE CENTER OF 0.1M(0.3FT) SE OF THE METAL LEG.
 EV9115
 EV9115                          STATION RECOVERY (1992)
 EV9115
 EV9115'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9115'FONTANA, 1.3 MILE (2.1 KM) NORTH FROM THE INTERSECTION OF HIGHLAND
 EV9115'AVE (HWY 30)AND SIERRA AVE TO DIRT PATROL ROAD FOR THE S.C. EDISON
 EV9115'TRANSMISSION LINES THEN NORTHEAST 1600 FEET (487.7 M) TO TOWER AT THE
 EV9115'ANGLE POINT IN TRANSMISSION TOWER NUMBER 17/1 A 2 INCH BRASS DISK SET
 EV9115'FLUSH IN TOP OF THE SOUTHEAST TOWER LEG
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1248 ***********************************************************************
 EW1248  DESIGNATION -  047 C OF LA
 EW1248  PID         -  EW1248
 EW1248  STATE/COUNTY-  CA/LOS ANGELES
 EW1248  USGS QUAD   -  HOLLYWOOD (1994)
 EW1248
 EW1248                         *CURRENT SURVEY CONTROL
 EW1248  ___________________________________________________________________
 EW1248* NAD 83(1986)-  34 03 55.     (N)    118 20 13.     (W)     SCALED    
 EW1248* NAVD 88     -        65.00   (+/-2cm)     213.3    (feet)  VERTCON   
 EW1248  ___________________________________________________________________
 EW1248  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1248  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1248
 EW1248.The horizontal coordinates were scaled from a topographic map and have
 EW1248.an estimated accuracy of +/- 6 seconds.
 EW1248
 EW1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1248.The vertical order pertains to the NGVD 29 superseded value.
 EW1248
 EW1248.The geoid height was determined by GEOID03.
 EW1248
 EW1248;                    North         East    Units  Estimated Accuracy
 EW1248;SPC CA 5     -   562,760.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1248
 EW1248                          SUPERSEDED SURVEY CONTROL
 EW1248
 EW1248  NGVD 29 (??/??/92)   64.23   (m)          210.7    (f) COMPUTED    1 1
 EW1248
 EW1248.Superseded values are not recommended for survey control.
 EW1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1248.See file dsdata.txt to determine how the superseded data were derived.
 EW1248
 EW1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766702(NAD 83)
 EW1248_MARKER: DD = SURVEY DISK
 EW1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1248_SP_SET: STEP
 EW1248_STAMPING: 047
 EW1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1248
 EW1248  HISTORY     - Date     Condition        Report By
 EW1248  HISTORY     - UNK      MONUMENTED       CA1980
 EW1248  HISTORY     - 1968     GOOD             CA1980
 EW1248
 EW1248                          STATION DESCRIPTION
 EW1248
 EW1248'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1248'AT LOS ANGELES.
 EW1248'STANDARD CITY DISC, STAMPED 047, ON NORTH END OF LOWER CONCRETE
 EW1248'STEP TO ENTRANCE OF JOHN BURROUGHS JUNIOR HIGH SCHOOL, 49 FEET
 EW1248'EAST OF THE EAST PROPERTY LINE OF MC CADDEN PLACE, 184 FEET
 EW1248'SOUTH OF 6TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3155 ***********************************************************************
 AB3155  DESIGNATION -  05 00290
 AB3155  PID         -  AB3155
 AB3155  STATE/COUNTY-  CA/LOS ANGELES
 AB3155  USGS QUAD   -  CANOGA PARK (1967)
 AB3155
 AB3155                         *CURRENT SURVEY CONTROL
 AB3155  ___________________________________________________________________
 AB3155* NAD 83(1986)-  34 14 58.     (N)    118 36 08.     (W)     SCALED    
 AB3155* NAVD 88     -       288.059  (meters)     945.07   (feet)  ADJUSTED  
 AB3155  ___________________________________________________________________
 AB3155  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AB3155  DYNAMIC HT  -         287.751 (meters)     944.06  (feet)  COMP
 AB3155  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 AB3155
 AB3155  VERT ORDER  -  THIRD
 AB3155
 AB3155.The horizontal coordinates were scaled from a topographic map and have
 AB3155.an estimated accuracy of +/- 6 seconds.
 AB3155
 AB3155.The orthometric height was determined by differential leveling
 AB3155.and adjusted in November 1996.
 AB3155
 AB3155.The geoid height was determined by GEOID03.
 AB3155
 AB3155.The dynamic height is computed by dividing the NAVD 88
 AB3155.geopotential number by the normal gravity value computed on the
 AB3155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3155.degrees latitude (g = 980.6199 gals.).
 AB3155
 AB3155.The modeled gravity was interpolated from observed gravity values.
 AB3155
 AB3155;                    North         East    Units  Estimated Accuracy
 AB3155;SPC CA 5     -   583,300.    1,944,530.      MT  (+/- 180 meters Scaled)
 AB3155
 AB3155                          SUPERSEDED SURVEY CONTROL
 AB3155
 AB3155.No superseded survey control is available for this station.
 AB3155
 AB3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524909(NAD 83)
 AB3155_MARKER: S = SPIKE
 AB3155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3155_SP_SET: CURB
 AB3155_MARK LOGO: NONE  
 AB3155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3155+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1994
 AB3155
 AB3155  HISTORY     - Date     Condition        Report By
 AB3155  HISTORY     - 1968     MONUMENTED       CA1980
 AB3155  HISTORY     - 19941026 GOOD             MWDSC
 AB3155
 AB3155                          STATION DESCRIPTION
 AB3155
 AB3155'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3155'CHATSWORTH, NEAR THE INTERSECTION OF OWENSMOUTH AVE AND LASSEN ST, 21
 AB3155'FEET (6.4 M) WEST OF THE AVE, AND 79 FEET (24.1 M) SOUTH OF THE
 AB3155'STREET, 6.5 FEET (2.0 M) SOUTHEAST OF UTILITY POLE NO.170984M.  A WIRE
 AB3155'SPIKE SET IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF AN
 AB3155'ORNAMENTAL AIR VENT.  REFERENCE MWD LEVEL LINE NO 35 PG 1 AND MWD FB
 AB3155'4301 01 ---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4792 ***********************************************************************
 EW4792  DESIGNATION -  05 00362
 EW4792  PID         -  EW4792
 EW4792  STATE/COUNTY-  CA/LOS ANGELES
 EW4792  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4792
 EW4792                         *CURRENT SURVEY CONTROL
 EW4792  ___________________________________________________________________
 EW4792* NAD 83(1986)-  34 15 25.     (N)    118 35 49.     (W)     SCALED    
 EW4792* NAVD 88     -       298.778  (meters)     980.24   (feet)  ADJUSTED  
 EW4792  ___________________________________________________________________
 EW4792  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4792  DYNAMIC HT  -         298.457 (meters)     979.19  (feet)  COMP
 EW4792  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 EW4792
 EW4792  VERT ORDER  -  FIRST     CLASS I
 EW4792
 EW4792.The horizontal coordinates were scaled from a topographic map and have
 EW4792.an estimated accuracy of +/- 6 seconds.
 EW4792
 EW4792.The orthometric height was determined by differential leveling
 EW4792.and adjusted in June 1995.
 EW4792
 EW4792.The geoid height was determined by GEOID03.
 EW4792
 EW4792.The dynamic height is computed by dividing the NAVD 88
 EW4792.geopotential number by the normal gravity value computed on the
 EW4792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4792.degrees latitude (g = 980.6199 gals.).
 EW4792
 EW4792.The modeled gravity was interpolated from observed gravity values.
 EW4792
 EW4792;                    North         East    Units  Estimated Accuracy
 EW4792;SPC CA 5     -   584,130.    1,945,020.      MT  (+/- 180 meters Scaled)
 EW4792
 EW4792                          SUPERSEDED SURVEY CONTROL
 EW4792
 EW4792  NGVD 29 (??/??/92)  297.525  (m)          976.13   (f) ADJ UNCH    1 1
 EW4792
 EW4792.Superseded values are not recommended for survey control.
 EW4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4792.See file dsdata.txt to determine how the superseded data were derived.
 EW4792
 EW4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT529918(NAD 83)
 EW4792_MARKER: S = SPIKE
 EW4792_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4792_SP_SET: CURB
 EW4792_MARK LOGO: NONE  
 EW4792_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4792+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4792
 EW4792  HISTORY     - Date     Condition        Report By
 EW4792  HISTORY     - UNK      MONUMENTED       CA1980
 EW4792  HISTORY     - 1974     GOOD             CA1980
 EW4792  HISTORY     - 19940712 GOOD             NGS
 EW4792  HISTORY     - 20010511 GOOD             NGS
 EW4792
 EW4792                          STATION DESCRIPTION
 EW4792
 EW4792'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4792'AT LOS ANGELES.
 EW4792'IN W CURB OF CANOGA AVENUE, 2 FT. S OF BC CURB RET S OF
 EW4792'DEVONSHIRE ST.
 EW4792
 EW4792                          STATION RECOVERY (1994)
 EW4792
 EW4792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4792'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND CANOGA
 EW4792'AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE, 15.7 M (51.5
 EW4792'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 8.5
 EW4792'M (27.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE, 1.5 M
 EW4792'(4.9 FT) SOUTH-SOUTHEAST OF A TRAFFIC SIGNAL POLE, 0.7 M (2.3 FT) EAST
 EW4792'OF THE SIGNAL CONTROL BOX, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END
 EW4792'OF THE OF THE CURB.
 EW4792
 EW4792                          STATION RECOVERY (2001)
 EW4792
 EW4792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4792'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4784 ***********************************************************************
 EW4784  DESIGNATION -  05 00450 C OF LA
 EW4784  PID         -  EW4784
 EW4784  STATE/COUNTY-  CA/LOS ANGELES
 EW4784  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4784
 EW4784                         *CURRENT SURVEY CONTROL
 EW4784  ___________________________________________________________________
 EW4784* NAD 83(1986)-  34 15 13.     (N)    118 36 22.     (W)     SCALED    
 EW4784* NAVD 88     -       290.712  (meters)     953.78   (feet)  READJUSTED
 EW4784  ___________________________________________________________________
 EW4784  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4784  DYNAMIC HT  -         290.400 (meters)     952.75  (feet)  COMP
 EW4784  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 EW4784
 EW4784  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4784
 EW4784.The horizontal coordinates were scaled from a topographic map and have
 EW4784.an estimated accuracy of +/- 6 seconds.
 EW4784
 EW4784.The orthometric height was determined by differential leveling
 EW4784.and adjusted in February 1993.
 EW4784.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4784.distribution rate of 1.1 thru 2.0 mm/km.
 EW4784.The height was derived from older observations constrained to new
 EW4784.heights in a crustal motion area.  The height is approximate in
 EW4784.relation to other heights in its vicinity.
 EW4784
 EW4784.The geoid height was determined by GEOID03.
 EW4784
 EW4784.The dynamic height is computed by dividing the NAVD 88
 EW4784.geopotential number by the normal gravity value computed on the
 EW4784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4784.degrees latitude (g = 980.6199 gals.).
 EW4784
 EW4784.The modeled gravity was interpolated from observed gravity values.
 EW4784
 EW4784;                    North         East    Units  Estimated Accuracy
 EW4784;SPC CA 5     -   583,760.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4784
 EW4784                          SUPERSEDED SURVEY CONTROL
 EW4784
 EW4784  NGVD 29 (??/??/92)  289.915  (m)          951.16   (f) ADJ UNCH    1 1
 EW4784
 EW4784.Superseded values are not recommended for survey control.
 EW4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4784.See file dsdata.txt to determine how the superseded data were derived.
 EW4784
 EW4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521914(NAD 83)
 EW4784_MARKER: Z = SEE DESCRIPTION
 EW4784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4784+STABILITY: SURFACE MOTION
 EW4784
 EW4784  HISTORY     - Date     Condition        Report By
 EW4784  HISTORY     - UNK      MONUMENTED       CA1980
 EW4784  HISTORY     - 1968     GOOD             CA1980
 EW4784  HISTORY     - 1974     GOOD             CA1980
 EW4784  HISTORY     - 1978     GOOD             NGS
 EW4784
 EW4784                          STATION DESCRIPTION
 EW4784
 EW4784'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4784'AT CHATSWORTH.
 EW4784'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TOPANGA CANYON
 EW4784'BOULEVARD, 0.28 OF A MILE NORTH OF THE CENTER LINE OF LASSEN
 EW4784'STREET, 102.8 FEET NORTH OF THE WESTERLY PROLONGATION OF THE
 EW4784'NORTH CURB LINE OF DUPONT STREET, 5 FEET SOUTH OF POWER POLE
 EW4784'NO. 116235M.
 EW4784
 EW4784                          STATION RECOVERY (1974)
 EW4784
 EW4784'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4784'RECOVERED IN GOOD CONDITION.
 EW4784
 EW4784                          STATION RECOVERY (1978)
 EW4784
 EW4784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4784'AT CHATSWORTH, 0.25 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE
 EW4784'JUNCTION OF DEVONSHIRE STREET, 103 FEET NORTH OF THE CENTER LINE OF
 EW4784'DUPONT STREET, 5 FEET SOUTH OF A POWER POLE NUMBER 116235M, UNDER
 EW4784'A CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4781 ***********************************************************************
 EW4781  DESIGNATION -  05 00540
 EW4781  PID         -  EW4781
 EW4781  STATE/COUNTY-  CA/LOS ANGELES
 EW4781  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4781
 EW4781                         *CURRENT SURVEY CONTROL
 EW4781  ___________________________________________________________________
 EW4781* NAD 83(1986)-  34 15 26.     (N)    118 36 21.     (W)     SCALED    
 EW4781* NAVD 88     -       293.444  (meters)     962.74   (feet)  READJUSTED
 EW4781  ___________________________________________________________________
 EW4781  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4781  DYNAMIC HT  -         293.130 (meters)     961.71  (feet)  COMP
 EW4781  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 EW4781
 EW4781  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4781
 EW4781.The horizontal coordinates were scaled from a topographic map and have
 EW4781.an estimated accuracy of +/- 6 seconds.
 EW4781
 EW4781.The orthometric height was determined by differential leveling
 EW4781.and adjusted in February 1993.
 EW4781.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4781.distribution rate of 1.1 thru 2.0 mm/km.
 EW4781.The height was derived from older observations constrained to new
 EW4781.heights in a crustal motion area.  The height is approximate in
 EW4781.relation to other heights in its vicinity.
 EW4781
 EW4781.The geoid height was determined by GEOID03.
 EW4781
 EW4781.The dynamic height is computed by dividing the NAVD 88
 EW4781.geopotential number by the normal gravity value computed on the
 EW4781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4781.degrees latitude (g = 980.6199 gals.).
 EW4781
 EW4781.The modeled gravity was interpolated from observed gravity values.
 EW4781
 EW4781;                    North         East    Units  Estimated Accuracy
 EW4781;SPC CA 5     -   584,160.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4781
 EW4781                          SUPERSEDED SURVEY CONTROL
 EW4781
 EW4781  NGVD 29 (??/??/92)  292.647  (m)          960.13   (f) ADJ UNCH    1 1
 EW4781
 EW4781.Superseded values are not recommended for survey control.
 EW4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4781.See file dsdata.txt to determine how the superseded data were derived.
 EW4781
 EW4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521918(NAD 83)
 EW4781_MARKER: DD = SURVEY DISK
 EW4781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4781_SP_SET: CONCRETE POST
 EW4781_MARK LOGO: CA1980
 EW4781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4781+STABILITY: SURFACE MOTION
 EW4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4781+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 EW4781
 EW4781  HISTORY     - Date     Condition        Report By
 EW4781  HISTORY     - UNK      MONUMENTED       CA1980
 EW4781  HISTORY     - 1968     GOOD             CA1980
 EW4781  HISTORY     - 1974     GOOD             CA1980
 EW4781  HISTORY     - 1978     GOOD             NGS
 EW4781  HISTORY     - 19890516 GOOD             NGS
 EW4781
 EW4781                          STATION DESCRIPTION
 EW4781
 EW4781'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4781'AT CHATSWORTH.
 EW4781'STANDARD SURVEY MONUMENT ON THE CENTERLINE INTERSECTION OF
 EW4781'TOPANGA CANYON BOULEVARD AND DEVONSHIRE STREET.
 EW4781
 EW4781                          STATION RECOVERY (1974)
 EW4781
 EW4781'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4781'RECOVERED IN GOOD CONDITION.
 EW4781
 EW4781                          STATION RECOVERY (1978)
 EW4781
 EW4781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4781'AT CHATSWORTH, AT THE JUNCTION AND IN THE MIDDLE OF THE INTERSECTION
 EW4781'OF TOPANGA CANYON BOULEVARD AND DEVONSHIRE STREET. UNDERNEATH A CITY
 EW4781'AT CHATSWORTH, AT THE JUNCTION AND IN THE MIDDLE OF THE INTERSECTION
 EW4781'OF TOPANGA CANYON BOULEVARD AND DEVONSHIRE STREET, UNDER A
 EW4781'CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
 EW4781
 EW4781                          STATION RECOVERY (1989)
 EW4781
 EW4781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4781'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.5 M
 EW4781'(1.6 FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4780 ***********************************************************************
 EW4780  DESIGNATION -  05 00541 C OF LA
 EW4780  PID         -  EW4780
 EW4780  STATE/COUNTY-  CA/LOS ANGELES
 EW4780  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4780
 EW4780                         *CURRENT SURVEY CONTROL
 EW4780  ___________________________________________________________________
 EW4780* NAD 83(1986)-  34 15 25.     (N)    118 36 21.     (W)     SCALED    
 EW4780* NAVD 88     -       293.49   (+/-2cm)     962.9    (feet)  VERTCON   
 EW4780  ___________________________________________________________________
 EW4780  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4780  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4780
 EW4780.The horizontal coordinates were scaled from a topographic map and have
 EW4780.an estimated accuracy of +/- 6 seconds.
 EW4780
 EW4780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4780.The vertical order pertains to the NGVD 29 superseded value.
 EW4780
 EW4780.The geoid height was determined by GEOID03.
 EW4780
 EW4780;                    North         East    Units  Estimated Accuracy
 EW4780;SPC CA 5     -   584,130.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4780
 EW4780                          SUPERSEDED SURVEY CONTROL
 EW4780
 EW4780  NGVD 29 (??/??/92)  292.688  (m)          960.26   (f) ADJ UNCH    1 1
 EW4780
 EW4780.Superseded values are not recommended for survey control.
 EW4780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4780.See file dsdata.txt to determine how the superseded data were derived.
 EW4780
 EW4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521918(NAD 83)
 EW4780_MARKER: S = SPIKE
 EW4780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4780_SP_SET: CURB
 EW4780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4780
 EW4780  HISTORY     - Date     Condition        Report By
 EW4780  HISTORY     - UNK      MONUMENTED       CA1980
 EW4780  HISTORY     - 1969     GOOD             CA1980
 EW4780  HISTORY     - 1971     GOOD             CA1980
 EW4780
 EW4780                          STATION DESCRIPTION
 EW4780
 EW4780'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW4780'IN CHATSWORTH.
 EW4780'WIRE SPIKE IN THE WEST CURB OF SANTA SUSANA AVENUE, 25.4 FEET
 EW4780'NORTH OF THE PROLONGATION OF THE NORTH CURB LINE OF DEVONSHIRE
 EW4780'STREET FROM THE EAST.
 EW4780
 EW4780                          STATION RECOVERY (1971)
 EW4780
 EW4780'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4779 ***********************************************************************
 EW4779  DESIGNATION -  05 00550 C OF LA
 EW4779  PID         -  EW4779
 EW4779  STATE/COUNTY-  CA/LOS ANGELES
 EW4779  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4779
 EW4779                         *CURRENT SURVEY CONTROL
 EW4779  ___________________________________________________________________
 EW4779* NAD 83(1986)-  34 15 32.     (N)    118 36 21.     (W)     SCALED    
 EW4779* NAVD 88     -       294.90   (+/-2cm)     967.5    (feet)  VERTCON   
 EW4779  ___________________________________________________________________
 EW4779  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4779  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4779
 EW4779.The horizontal coordinates were scaled from a topographic map and have
 EW4779.an estimated accuracy of +/- 6 seconds.
 EW4779
 EW4779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4779.The vertical order pertains to the NGVD 29 superseded value.
 EW4779
 EW4779.The geoid height was determined by GEOID03.
 EW4779
 EW4779;                    North         East    Units  Estimated Accuracy
 EW4779;SPC CA 5     -   584,350.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4779
 EW4779                          SUPERSEDED SURVEY CONTROL
 EW4779
 EW4779  NGVD 29 (??/??/92)  294.104  (m)          964.91   (f) ADJ UNCH    1 2
 EW4779
 EW4779.Superseded values are not recommended for survey control.
 EW4779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4779.See file dsdata.txt to determine how the superseded data were derived.
 EW4779
 EW4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521920(NAD 83)
 EW4779_MARKER: Z = SEE DESCRIPTION
 EW4779_SETTING: 0 = UNSPECIFIED SETTING
 EW4779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4779
 EW4779  HISTORY     - Date     Condition        Report By
 EW4779  HISTORY     - UNK      MONUMENTED       CA-037
 EW4779  HISTORY     - 1971     GOOD             CA-037
 EW4779
 EW4779                          STATION DESCRIPTION
 EW4779
 EW4779'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4779'AT CHATSWORTH.
 EW4779'DISTANCE FROM 05-00541 TO 05-00550 IS .21 KM ELEVATION 964.906
 EW4779'FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4778 ***********************************************************************
 EW4778  DESIGNATION -  05 00555 C OF LA
 EW4778  PID         -  EW4778
 EW4778  STATE/COUNTY-  CA/LOS ANGELES
 EW4778  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4778
 EW4778                         *CURRENT SURVEY CONTROL
 EW4778  ___________________________________________________________________
 EW4778* NAD 83(1986)-  34 15 32.     (N)    118 36 21.     (W)     SCALED    
 EW4778* NAVD 88     -       294.94   (+/-2cm)     967.6    (feet)  VERTCON   
 EW4778  ___________________________________________________________________
 EW4778  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4778  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4778
 EW4778.The horizontal coordinates were scaled from a topographic map and have
 EW4778.an estimated accuracy of +/- 6 seconds.
 EW4778
 EW4778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4778.The vertical order pertains to the NGVD 29 superseded value.
 EW4778
 EW4778.The geoid height was determined by GEOID03.
 EW4778
 EW4778;                    North         East    Units  Estimated Accuracy
 EW4778;SPC CA 5     -   584,350.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4778
 EW4778                          SUPERSEDED SURVEY CONTROL
 EW4778
 EW4778  NGVD 29 (??/??/92)  294.142  (m)          965.03   (f) ADJ UNCH    1 1
 EW4778
 EW4778.Superseded values are not recommended for survey control.
 EW4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4778.See file dsdata.txt to determine how the superseded data were derived.
 EW4778
 EW4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521920(NAD 83)
 EW4778_MARKER: Z = SEE DESCRIPTION
 EW4778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4778+STABILITY: SURFACE MOTION
 EW4778
 EW4778  HISTORY     - Date     Condition        Report By
 EW4778  HISTORY     - UNK      MONUMENTED       CA1980
 EW4778  HISTORY     - 1971     GOOD             CA1980
 EW4778
 EW4778                          STATION DESCRIPTION
 EW4778
 EW4778'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4778'IN CHATSWORTH.
 EW4778'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4778'SANTA SUSANA AVENUE AND HIAWATHA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4777 ***********************************************************************
 EW4777  DESIGNATION -  05 00570
 EW4777  PID         -  EW4777
 EW4777  STATE/COUNTY-  CA/LOS ANGELES
 EW4777  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4777
 EW4777                         *CURRENT SURVEY CONTROL
 EW4777  ___________________________________________________________________
 EW4777* NAD 83(1986)-  34 15 39.     (N)    118 36 22.     (W)     SCALED    
 EW4777* NAVD 88     -       297.079  (meters)     974.67   (feet)  ADJUSTED  
 EW4777  ___________________________________________________________________
 EW4777  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EW4777  DYNAMIC HT  -         296.760 (meters)     973.62  (feet)  COMP
 EW4777  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 EW4777
 EW4777  VERT ORDER  -  FIRST     CLASS I
 EW4777
 EW4777.The horizontal coordinates were scaled from a topographic map and have
 EW4777.an estimated accuracy of +/- 6 seconds.
 EW4777
 EW4777.The orthometric height was determined by differential leveling
 EW4777.and adjusted in June 1995.
 EW4777
 EW4777.The geoid height was determined by GEOID03.
 EW4777
 EW4777.The dynamic height is computed by dividing the NAVD 88
 EW4777.geopotential number by the normal gravity value computed on the
 EW4777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4777.degrees latitude (g = 980.6199 gals.).
 EW4777
 EW4777.The modeled gravity was interpolated from observed gravity values.
 EW4777
 EW4777;                    North         East    Units  Estimated Accuracy
 EW4777;SPC CA 5     -   584,560.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4777
 EW4777                          SUPERSEDED SURVEY CONTROL
 EW4777
 EW4777  NAVD 88 (10/28/92)  296.853  (m)          973.93   (f) UNKNOWN     1 1
 EW4777  NGVD 29 (??/??/92)  296.056  (m)          971.31   (f) ADJ UNCH    1 1
 EW4777
 EW4777.Superseded values are not recommended for survey control.
 EW4777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4777.See file dsdata.txt to determine how the superseded data were derived.
 EW4777
 EW4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521922(NAD 83)
 EW4777_MARKER: B = BOLT
 EW4777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4777_SP_SET: CONCRETE POST
 EW4777_MARK LOGO: NONE  
 EW4777_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4777+STABILITY: SURFACE MOTION
 EW4777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4777+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1994
 EW4777
 EW4777  HISTORY     - Date     Condition        Report By
 EW4777  HISTORY     - UNK      MONUMENTED       CA1980
 EW4777  HISTORY     - 1969     GOOD             CA1980
 EW4777  HISTORY     - 1971     GOOD             CA1980
 EW4777  HISTORY     - 1978     GOOD             NGS
 EW4777  HISTORY     - 19890518 GOOD             NGS
 EW4777  HISTORY     - 19940612 GOOD             NGS
 EW4777
 EW4777                          STATION DESCRIPTION
 EW4777
 EW4777'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW4777'IN CHATSWORTH.
 EW4777'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF SANTA SUSANA
 EW4777'AVENUE, 1,200 FEET NORTH OF THE CENTER LINE OF DEVONSHIRE STREET,
 EW4777'53 FEET NORTH OF THE PROLONGATION OF THE APPARENT CENTER LINE OF
 EW4777'DRIVEWAY TO NO. 10450 SANTA SUSANA AVENUE, 42 FEET SOUTH OF A
 EW4777'POINT OPPOSITE POWER POLE NO. 325109M.
 EW4777
 EW4777                          STATION RECOVERY (1971)
 EW4777
 EW4777'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4777'RECOVERED IN GOOD CONDITION.
 EW4777
 EW4777                          STATION RECOVERY (1978)
 EW4777
 EW4777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4777'AT CHATSWORTH, 0.25 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE
 EW4777'JUNCTION OF DEVONSHIRE STREET, 92 FEET SOUTH OF THE EXTENDED CENTER
 EW4777'LINE OF SAN JOSE STREET, AT HOUSE NUMBER 10450. IN THE CENTER LINE OF
 EW4777'THE BOULEVARD, UNDER A CITY OF LOS ANGELES ENGINEERS CAST IRON
 EW4777'CAP.
 EW4777
 EW4777                          STATION RECOVERY (1989)
 EW4777
 EW4777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4777'RECOVERED IN GOOD CONDITION.
 EW4777
 EW4777                          STATION RECOVERY (1994)
 EW4777
 EW4777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4777'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4777'CANOGA PARK, THENCE 6.8 KM (4.20 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4777'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 28.0 M
 EW4777'(91.9 FT) SOUTH OF THE EXTENDED CENTER OF SAN JOSE STREET, 6.2 M (20.3
 EW4777'FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.2
 EW4777'M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4777'HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL
 EW4777'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH
 EW4777'METAL COVER CAST CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4776 ***********************************************************************
 EW4776  DESIGNATION -  05 00595 C OF LA
 EW4776  PID         -  EW4776
 EW4776  STATE/COUNTY-  CA/LOS ANGELES
 EW4776  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4776
 EW4776                         *CURRENT SURVEY CONTROL
 EW4776  ___________________________________________________________________
 EW4776* NAD 83(1986)-  34 15 43.     (N)    118 36 21.     (W)     SCALED    
 EW4776* NAVD 88     -       298.19   (+/-2cm)     978.3    (feet)  VERTCON   
 EW4776  ___________________________________________________________________
 EW4776  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EW4776  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4776
 EW4776.The horizontal coordinates were scaled from a topographic map and have
 EW4776.an estimated accuracy of +/- 6 seconds.
 EW4776
 EW4776.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4776.The vertical order pertains to the NGVD 29 superseded value.
 EW4776
 EW4776.The geoid height was determined by GEOID03.
 EW4776
 EW4776;                    North         East    Units  Estimated Accuracy
 EW4776;SPC CA 5     -   584,690.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4776
 EW4776                          SUPERSEDED SURVEY CONTROL
 EW4776
 EW4776  NGVD 29 (??/??/92)  297.390  (m)          975.69   (f) ADJ UNCH    1 1
 EW4776
 EW4776.Superseded values are not recommended for survey control.
 EW4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4776.See file dsdata.txt to determine how the superseded data were derived.
 EW4776
 EW4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521923(NAD 83)
 EW4776_MARKER: Z = SEE DESCRIPTION
 EW4776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4776+STABILITY: SURFACE MOTION
 EW4776
 EW4776  HISTORY     - Date     Condition        Report By
 EW4776  HISTORY     - UNK      MONUMENTED       CA1980
 EW4776  HISTORY     - 1971     GOOD             CA1980
 EW4776  HISTORY     - 1971     GOOD             CA1980
 EW4776
 EW4776                          STATION DESCRIPTION
 EW4776
 EW4776'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4776'IN CHATSWORTH.
 EW4776'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF SANTA SUSANA
 EW4776'AVENUE, 1800 FEET NORTH OF THE CENTER LINE OF DEVONSHIRE STREET,
 EW4776'34 FEET NORTH OF A POINT OPPOSITE POWER POLE NO. 325111M.
 EW4776
 EW4776                          STATION RECOVERY (1971)
 EW4776
 EW4776'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4775 ***********************************************************************
 EW4775  DESIGNATION -  05 00603 C OF LA
 EW4775  PID         -  EW4775
 EW4775  STATE/COUNTY-  CA/LOS ANGELES
 EW4775  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4775
 EW4775                         *CURRENT SURVEY CONTROL
 EW4775  ___________________________________________________________________
 EW4775* NAD 83(1986)-  34 15 51.     (N)    118 36 21.     (W)     SCALED    
 EW4775* NAVD 88     -       300.25   (+/-2cm)     985.1    (feet)  VERTCON   
 EW4775  ___________________________________________________________________
 EW4775  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EW4775  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4775
 EW4775.The horizontal coordinates were scaled from a topographic map and have
 EW4775.an estimated accuracy of +/- 6 seconds.
 EW4775
 EW4775.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4775.The vertical order pertains to the NGVD 29 superseded value.
 EW4775
 EW4775.The geoid height was determined by GEOID03.
 EW4775
 EW4775;                    North         East    Units  Estimated Accuracy
 EW4775;SPC CA 5     -   584,930.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4775
 EW4775                          SUPERSEDED SURVEY CONTROL
 EW4775
 EW4775  NGVD 29 (??/??/92)  299.451  (m)          982.45   (f) ADJ UNCH    1 1
 EW4775
 EW4775.Superseded values are not recommended for survey control.
 EW4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4775.See file dsdata.txt to determine how the superseded data were derived.
 EW4775
 EW4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521926(NAD 83)
 EW4775_MARKER: Z = SEE DESCRIPTION
 EW4775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4775+STABILITY: SURFACE MOTION
 EW4775
 EW4775  HISTORY     - Date     Condition        Report By
 EW4775  HISTORY     - UNK      MONUMENTED       CA1980
 EW4775  HISTORY     - 1969     GOOD             CA1980
 EW4775  HISTORY     - 1971     GOOD             CA1980
 EW4775  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4775
 EW4775                          STATION DESCRIPTION
 EW4775
 EW4775'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW4775'IN CHATSWORTH.
 EW4775'STANDARD SURVEY MONUMENT ON THE INTERSECTION OF THE CENTER LINE
 EW4775'OF SANTA SUSANA AVENUE AND THE CENTER LINE FROM THE WEST, OF
 EW4775'CHATSWORTH STREET, 14.06 FEET SOUTH OF A SPIKE AND TIN ON THE
 EW4775'INTERSECTION OF THE CENTER LINE OF SANTA SUSANA AVENUE AND THE
 EW4775'CENTER LINE FROM THE EAST, OF CHATSWORTH STREET.
 EW4775
 EW4775                          STATION RECOVERY (1971)
 EW4775
 EW4775'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4775'RECOVERED IN GOOD CONDITION.
 EW4775
 EW4775                          STATION RECOVERY (1978)
 EW4775
 EW4775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4774 ***********************************************************************
 EW4774  DESIGNATION -  05 00620 C OF LA
 EW4774  PID         -  EW4774
 EW4774  STATE/COUNTY-  CA/LOS ANGELES
 EW4774  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4774
 EW4774                         *CURRENT SURVEY CONTROL
 EW4774  ___________________________________________________________________
 EW4774* NAD 83(1986)-  34 15 58.     (N)    118 36 21.     (W)     SCALED    
 EW4774* NAVD 88     -       301.21   (+/-2cm)     988.2    (feet)  VERTCON   
 EW4774  ___________________________________________________________________
 EW4774  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW4774  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4774
 EW4774.The horizontal coordinates were scaled from a topographic map and have
 EW4774.an estimated accuracy of +/- 6 seconds.
 EW4774
 EW4774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4774.The vertical order pertains to the NGVD 29 superseded value.
 EW4774
 EW4774.The geoid height was determined by GEOID03.
 EW4774
 EW4774;                    North         East    Units  Estimated Accuracy
 EW4774;SPC CA 5     -   585,150.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4774
 EW4774                          SUPERSEDED SURVEY CONTROL
 EW4774
 EW4774  NGVD 29 (??/??/92)  300.406  (m)          985.58   (f) ADJ UNCH    1 1
 EW4774
 EW4774.Superseded values are not recommended for survey control.
 EW4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4774.See file dsdata.txt to determine how the superseded data were derived.
 EW4774
 EW4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521928(NAD 83)
 EW4774_MARKER: Z = SEE DESCRIPTION
 EW4774_SETTING: 0 = UNSPECIFIED SETTING
 EW4774_STAMPING: 05-00620
 EW4774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4774
 EW4774  HISTORY     - Date     Condition        Report By
 EW4774  HISTORY     - UNK      MONUMENTED       RBNF
 EW4774
 EW4774                          STATION DESCRIPTION
 EW4774
 EW4774'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW4774'IN CHATSWORTH.
 EW4774'STANDARD SURVEY MONUMENT ON CENTERLINE INTERSECTION TULSA STREET AND
 EW4774'SANTA SUSANA AAVENYE, 663 FEET NORTH OF CENTERLINE OF CHATSWORTH
 EW4774'STREET FROM THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4773 ***********************************************************************
 EW4773  DESIGNATION -  05 00629
 EW4773  PID         -  EW4773
 EW4773  STATE/COUNTY-  CA/LOS ANGELES
 EW4773  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4773
 EW4773                         *CURRENT SURVEY CONTROL
 EW4773  ___________________________________________________________________
 EW4773* NAD 83(1986)-  34 16 04.     (N)    118 36 22.     (W)     SCALED    
 EW4773* NAVD 88     -       302.704  (meters)     993.12   (feet)  ADJUSTED  
 EW4773  ___________________________________________________________________
 EW4773  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EW4773  DYNAMIC HT  -         302.377 (meters)     992.05  (feet)  COMP
 EW4773  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 EW4773
 EW4773  VERT ORDER  -  FIRST     CLASS I
 EW4773
 EW4773.The horizontal coordinates were scaled from a topographic map and have
 EW4773.an estimated accuracy of +/- 6 seconds.
 EW4773
 EW4773.The orthometric height was determined by differential leveling
 EW4773.and adjusted in June 1995.
 EW4773
 EW4773.The geoid height was determined by GEOID03.
 EW4773
 EW4773.The dynamic height is computed by dividing the NAVD 88
 EW4773.geopotential number by the normal gravity value computed on the
 EW4773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4773.degrees latitude (g = 980.6199 gals.).
 EW4773
 EW4773.The modeled gravity was interpolated from observed gravity values.
 EW4773
 EW4773;                    North         East    Units  Estimated Accuracy
 EW4773;SPC CA 5     -   585,330.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4773
 EW4773                          SUPERSEDED SURVEY CONTROL
 EW4773
 EW4773  NAVD 88 (02/01/93)  302.434  (m)          992.24   (f) UNKNOWN     1 1
 EW4773  NGVD 29 (??/??/92)  301.635  (m)          989.61   (f) ADJ UNCH    1 1
 EW4773
 EW4773.Superseded values are not recommended for survey control.
 EW4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4773.See file dsdata.txt to determine how the superseded data were derived.
 EW4773
 EW4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521930(NAD 83)
 EW4773_MARKER: DD = SURVEY DISK
 EW4773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4773_MARK LOGO: CA1980
 EW4773_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4773+STABILITY: SURFACE MOTION
 EW4773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4773+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1994
 EW4773
 EW4773  HISTORY     - Date     Condition        Report By
 EW4773  HISTORY     - UNK      MONUMENTED       CA1980
 EW4773  HISTORY     - 1969     GOOD             CA1980
 EW4773  HISTORY     - 1971     GOOD             CA1980
 EW4773  HISTORY     - 1978     GOOD             NGS
 EW4773  HISTORY     - 19940612 GOOD             NGS
 EW4773
 EW4773                          STATION DESCRIPTION
 EW4773
 EW4773'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW4773'IN CHATSWORTH.
 EW4773'STANDARD SURVEY MONUMENT ON THE SECTION LINE IN SANTA SUSANA
 EW4773'AVENUE, ON THE CENTER LINE OF SANTA SUSANA AVENUE PRODUCED
 EW4773'NORTHERLY FROM ITS INTERSECTION WITH THE CENTER LINE OF
 EW4773'CHATSWORTH STREET, 418 FEET NORTH OF THE CENTER LINE OF TULSA
 EW4773'STREET, 8 FEET NORTH OF A POINT OPPOSITE POWER POLE NO. 325121M.
 EW4773
 EW4773                          STATION RECOVERY (1971)
 EW4773
 EW4773'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4773'RECOVERED IN GOOD CONDITION.
 EW4773
 EW4773                          STATION RECOVERY (1978)
 EW4773
 EW4773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4773'0.65 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4773'DEVONSHIRE STREET AT CHATSWORTH, 0.2 MILE NORTH OF THE JUNCTION OF
 EW4773'CHATSWORTH STREET, 418 FEET NORTH OF THE CENTERLINE OF TULSA STREET,
 EW4773'8 FEET NORTH OF A POINT OPPOSITE POWER POLE 325121-M, IN THE CENTER
 EW4773'LINE OF THE BOULEVARD, UNDER A CITY OF LOS ANGELES ENGINEERS CAST
 EW4773'IRON CAP.
 EW4773
 EW4773                          STATION RECOVERY (1994)
 EW4773
 EW4773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4773'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4773'CANOGA PARK, THENCE 7.6 KM (4.70 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4773'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 130.0 M
 EW4773'(426.5 FT) NORTH OF THE EXTENDED CENTER OF TULSA STREET, 78.0 M (255.9
 EW4773'FT) SOUTH OF THE EXTENDED CENTER OF OLD SANTA SUSANA PASS, 12.1 M
 EW4773'(39.7 FT) NORTHWEST OF UTILITY POLE NUMBER 325121, 6.9 M (22.6 FT)
 EW4773'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.9 M
 EW4773'(16.1 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4773'HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL
 EW4773'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH
 EW4773'METAL COVER CAST CITY OF L.A. ENGINEERS MONUMENT.  THE DISK IS NOT
 EW4773'STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4799 ***********************************************************************
 EW4799  DESIGNATION -  05 00730
 EW4799  PID         -  EW4799
 EW4799  STATE/COUNTY-  CA/LOS ANGELES
 EW4799  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4799
 EW4799                         *CURRENT SURVEY CONTROL
 EW4799  ___________________________________________________________________
 EW4799* NAD 83(1986)-  34 15 25.     (N)    118 35 02.     (W)     SCALED    
 EW4799* NAVD 88     -       290.105  (meters)     951.79   (feet)  ADJUSTED  
 EW4799  ___________________________________________________________________
 EW4799  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4799  DYNAMIC HT  -         289.791 (meters)     950.76  (feet)  COMP
 EW4799  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 EW4799
 EW4799  VERT ORDER  -  FIRST     CLASS I
 EW4799
 EW4799.The horizontal coordinates were scaled from a topographic map and have
 EW4799.an estimated accuracy of +/- 6 seconds.
 EW4799
 EW4799.The orthometric height was determined by differential leveling
 EW4799.and adjusted in June 1995.
 EW4799
 EW4799.The geoid height was determined by GEOID03.
 EW4799
 EW4799.The dynamic height is computed by dividing the NAVD 88
 EW4799.geopotential number by the normal gravity value computed on the
 EW4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4799.degrees latitude (g = 980.6199 gals.).
 EW4799
 EW4799.The modeled gravity was interpolated from observed gravity values.
 EW4799
 EW4799;                    North         East    Units  Estimated Accuracy
 EW4799;SPC CA 5     -   584,120.    1,946,220.      MT  (+/- 180 meters Scaled)
 EW4799
 EW4799                          SUPERSEDED SURVEY CONTROL
 EW4799
 EW4799  NGVD 29 (??/??/92)  288.757  (m)          947.36   (f) ADJ UNCH    1 1
 EW4799
 EW4799.Superseded values are not recommended for survey control.
 EW4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4799.See file dsdata.txt to determine how the superseded data were derived.
 EW4799
 EW4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT541917(NAD 83)
 EW4799_MARKER: S = SPIKE
 EW4799_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4799_SP_SET: CURB
 EW4799_MARK LOGO: NONE  
 EW4799_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4799+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4799
 EW4799  HISTORY     - Date     Condition        Report By
 EW4799  HISTORY     - UNK      MONUMENTED       CA1980
 EW4799  HISTORY     - 1968     GOOD             CA1980
 EW4799  HISTORY     - 1974     GOOD             CA1980
 EW4799  HISTORY     - 19940712 GOOD             NGS
 EW4799  HISTORY     - 20010511 GOOD             NGS
 EW4799
 EW4799                          STATION DESCRIPTION
 EW4799
 EW4799'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4799'AT CHATSWORTH.
 EW4799'WIRE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, 11.4 FEET
 EW4799'EAST OF THE BEGINNING OF CURB RETURN EAST OF LURLINE AVENUE,
 EW4799'ONE FOOT EAST OF A CATCH BASIN.
 EW4799
 EW4799                          STATION RECOVERY (1974)
 EW4799
 EW4799'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4799'RECOVERED IN GOOD CONDITION.
 EW4799
 EW4799                          STATION RECOVERY (1994)
 EW4799
 EW4799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4799'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND LURLINE
 EW4799'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE AVENUE, 16.8 M (55.1
 EW4799'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE, 7.1 M (23.3
 EW4799'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 3.7
 EW4799'M (12.1 FT) EAST OF A UTILITY LIGHT POLE, 2.8 M (9.2 FT) EAST OF THE
 EW4799'BEGINNING OF THE CURB RETURN EAST, AND 0.3 M (1.0 FT) EAST OF THE EAST
 EW4799'END OF A CATCH BASIN.
 EW4799
 EW4799                          STATION RECOVERY (2001)
 EW4799
 EW4799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4799'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4798 ***********************************************************************
 EW4798  DESIGNATION -  05 00740
 EW4798  PID         -  EW4798
 EW4798  STATE/COUNTY-  CA/LOS ANGELES
 EW4798  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4798
 EW4798                         *CURRENT SURVEY CONTROL
 EW4798  ___________________________________________________________________
 EW4798* NAD 83(1986)-  34 15 25.     (N)    118 35 02.     (W)     SCALED    
 EW4798* NAVD 88     -       290.272  (meters)     952.33   (feet)  ADJUSTED  
 EW4798  ___________________________________________________________________
 EW4798  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4798  DYNAMIC HT  -         289.958 (meters)     951.30  (feet)  COMP
 EW4798  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 EW4798
 EW4798  VERT ORDER  -  FIRST     CLASS I
 EW4798
 EW4798.The horizontal coordinates were scaled from a topographic map and have
 EW4798.an estimated accuracy of +/- 6 seconds.
 EW4798
 EW4798.The orthometric height was determined by differential leveling
 EW4798.and adjusted in June 1995.
 EW4798
 EW4798.The geoid height was determined by GEOID03.
 EW4798
 EW4798.The dynamic height is computed by dividing the NAVD 88
 EW4798.geopotential number by the normal gravity value computed on the
 EW4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4798.degrees latitude (g = 980.6199 gals.).
 EW4798
 EW4798.The modeled gravity was interpolated from observed gravity values.
 EW4798
 EW4798;                    North         East    Units  Estimated Accuracy
 EW4798;SPC CA 5     -   584,120.    1,946,220.      MT  (+/- 180 meters Scaled)
 EW4798
 EW4798                          SUPERSEDED SURVEY CONTROL
 EW4798
 EW4798  NGVD 29 (??/??/92)  288.937  (m)          947.95   (f) ADJ UNCH    1 1
 EW4798
 EW4798.Superseded values are not recommended for survey control.
 EW4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4798.See file dsdata.txt to determine how the superseded data were derived.
 EW4798
 EW4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT541917(NAD 83)
 EW4798_MARKER: S = SPIKE
 EW4798_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4798_SP_SET: CURB
 EW4798_MARK LOGO: NONE  
 EW4798_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4798+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4798
 EW4798  HISTORY     - Date     Condition        Report By
 EW4798  HISTORY     - UNK      MONUMENTED       CA1980
 EW4798  HISTORY     - 1968     GOOD             CA1980
 EW4798  HISTORY     - 1974     GOOD             CA1980
 EW4798  HISTORY     - 19940712 GOOD             NGS
 EW4798
 EW4798                          STATION DESCRIPTION
 EW4798
 EW4798'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4798'AT CHATSWORTH.
 EW4798'WIRE SPIKE IN THE WEST CURB OF LURLINE AVENUE, ONE FOOT NORTH OF
 EW4798'THE BEGINNING OF CURB RETURN NORTH OF DEVONSHIRE STREET.
 EW4798
 EW4798                          STATION RECOVERY (1974)
 EW4798
 EW4798'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4798'RECOVERED IN GOOD CONDITION.
 EW4798
 EW4798                          STATION RECOVERY (1994)
 EW4798
 EW4798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4798'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND LURLINE
 EW4798'AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE, 15.0 M (49.2
 EW4798'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 7.1
 EW4798'M (23.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE, 2.0 M
 EW4798'(6.6 FT) NORTH-NORTHEAST OF A TRAFFIC SIGNAL POLE, 0.9 M (3.0 FT)
 EW4798'EAST-SOUTHEAST OF THE CENTER OF A MANHOLE, AND 0.3 M (1.0 FT) NORTH OF
 EW4798'THE BEGINNING CURB RETURN NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4797 ***********************************************************************
 EW4797  DESIGNATION -  05 00760 C OF LA
 EW4797  PID         -  EW4797
 EW4797  STATE/COUNTY-  CA/LOS ANGELES
 EW4797  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4797
 EW4797                         *CURRENT SURVEY CONTROL
 EW4797  ___________________________________________________________________
 EW4797* NAD 83(1986)-  34 15 26.     (N)    118 35 10.     (W)     SCALED    
 EW4797* NAVD 88     -       291.98   (+/-2cm)     957.9    (feet)  VERTCON   
 EW4797  ___________________________________________________________________
 EW4797  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4797  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4797
 EW4797.The horizontal coordinates were scaled from a topographic map and have
 EW4797.an estimated accuracy of +/- 6 seconds.
 EW4797
 EW4797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4797.The vertical order pertains to the NGVD 29 superseded value.
 EW4797
 EW4797.The geoid height was determined by GEOID03.
 EW4797
 EW4797;                    North         East    Units  Estimated Accuracy
 EW4797;SPC CA 5     -   584,150.    1,946,020.      MT  (+/- 180 meters Scaled)
 EW4797
 EW4797                          SUPERSEDED SURVEY CONTROL
 EW4797
 EW4797  NGVD 29 (??/??/92)  291.183  (m)          955.32   (f) ADJ UNCH    1 1
 EW4797
 EW4797.Superseded values are not recommended for survey control.
 EW4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4797.See file dsdata.txt to determine how the superseded data were derived.
 EW4797
 EW4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT539918(NAD 83)
 EW4797_MARKER: S = SPIKE
 EW4797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4797_SP_SET: CURB
 EW4797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4797
 EW4797  HISTORY     - Date     Condition        Report By
 EW4797  HISTORY     - UNK      MONUMENTED       CA1980
 EW4797  HISTORY     - 1968     GOOD             CA1980
 EW4797  HISTORY     - 1971     GOOD             CA1980
 EW4797
 EW4797                          STATION DESCRIPTION
 EW4797
 EW4797'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4797'AT CHATSWORTH.
 EW4797'SQUARE SPIKE IN THE NORTH CURB OF DEVONSHIRE STREET, 2.0 FEET
 EW4797'EAST OF THE BEGINNING OF CURB RETURN EAST OF OKLAHOMA AVENUE.
 EW4797
 EW4797                          STATION RECOVERY (1971)
 EW4797
 EW4797'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4795 ***********************************************************************
 EW4795  DESIGNATION -  05 00770
 EW4795  PID         -  EW4795
 EW4795  STATE/COUNTY-  CA/LOS ANGELES
 EW4795  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4795
 EW4795                         *CURRENT SURVEY CONTROL
 EW4795  ___________________________________________________________________
 EW4795* NAD 83(1986)-  34 15 26.     (N)    118 35 25.     (W)     SCALED    
 EW4795* NAVD 88     -       294.319  (meters)     965.61   (feet)  ADJUSTED  
 EW4795  ___________________________________________________________________
 EW4795  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4795  DYNAMIC HT  -         294.003 (meters)     964.57  (feet)  COMP
 EW4795  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 EW4795
 EW4795  VERT ORDER  -  FIRST     CLASS I
 EW4795
 EW4795.The horizontal coordinates were scaled from a topographic map and have
 EW4795.an estimated accuracy of +/- 6 seconds.
 EW4795
 EW4795.The orthometric height was determined by differential leveling
 EW4795.and adjusted in June 1995.
 EW4795
 EW4795.The geoid height was determined by GEOID03.
 EW4795
 EW4795.The dynamic height is computed by dividing the NAVD 88
 EW4795.geopotential number by the normal gravity value computed on the
 EW4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4795.degrees latitude (g = 980.6199 gals.).
 EW4795
 EW4795.The modeled gravity was interpolated from observed gravity values.
 EW4795
 EW4795;                    North         East    Units  Estimated Accuracy
 EW4795;SPC CA 5     -   584,160.    1,945,640.      MT  (+/- 180 meters Scaled)
 EW4795
 EW4795                          SUPERSEDED SURVEY CONTROL
 EW4795
 EW4795  NGVD 29 (??/??/92)  292.975  (m)          961.20   (f) ADJ UNCH    1 1
 EW4795
 EW4795.Superseded values are not recommended for survey control.
 EW4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4795.See file dsdata.txt to determine how the superseded data were derived.
 EW4795
 EW4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT535918(NAD 83)
 EW4795_MARKER: S = SPIKE
 EW4795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4795_SP_SET: CURB
 EW4795_MARK LOGO: NONE  
 EW4795_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4795+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4795
 EW4795  HISTORY     - Date     Condition        Report By
 EW4795  HISTORY     - UNK      MONUMENTED       CA1980
 EW4795  HISTORY     - 1968     GOOD             CA1980
 EW4795  HISTORY     - 1974     GOOD             CA1980
 EW4795  HISTORY     - 19940712 GOOD             NGS
 EW4795  HISTORY     - 20010511 GOOD             NGS
 EW4795
 EW4795                          STATION DESCRIPTION
 EW4795
 EW4795'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4795'AT CHATSWORTH.
 EW4795'WIRE SPIKE IN THE EAST CURB OF INDEPENDENCE AVENUE, 2.3 FEET
 EW4795'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF DEVONSHIRE STREET.
 EW4795
 EW4795                          STATION RECOVERY (1974)
 EW4795
 EW4795'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4795'RECOVERED IN GOOD CONDITION.
 EW4795
 EW4795                          STATION RECOVERY (1994)
 EW4795
 EW4795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4795'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND
 EW4795'INDEPENDENCE AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE,
 EW4795'15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 EW4795'STREET, 7.1 M (23.3 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW4795'AVENUE, 0.7 M (2.3 FT) NORTH OF THE BEGINNING OF THE CURB RETURN
 EW4795'NORTH, AND 0.5 M (1.6 FT) NORTH-NORTHWEST OF A UTILITY LIGHT POLE.
 EW4795
 EW4795                          STATION RECOVERY (2001)
 EW4795
 EW4795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4795'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4794 ***********************************************************************
 EW4794  DESIGNATION -  05 00781
 EW4794  PID         -  EW4794
 EW4794  STATE/COUNTY-  CA/LOS ANGELES
 EW4794  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4794
 EW4794                         *CURRENT SURVEY CONTROL
 EW4794  ___________________________________________________________________
 EW4794* NAD 83(1986)-  34 15 25.     (N)    118 35 33.     (W)     SCALED    
 EW4794* NAVD 88     -       297.418  (meters)     975.78   (feet)  ADJUSTED  
 EW4794  ___________________________________________________________________
 EW4794  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4794  DYNAMIC HT  -         297.098 (meters)     974.73  (feet)  COMP
 EW4794  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 EW4794
 EW4794  VERT ORDER  -  FIRST     CLASS I
 EW4794
 EW4794.The horizontal coordinates were scaled from a topographic map and have
 EW4794.an estimated accuracy of +/- 6 seconds.
 EW4794
 EW4794.The orthometric height was determined by differential leveling
 EW4794.and adjusted in June 1995.
 EW4794
 EW4794.The geoid height was determined by GEOID03.
 EW4794
 EW4794.The dynamic height is computed by dividing the NAVD 88
 EW4794.geopotential number by the normal gravity value computed on the
 EW4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4794.degrees latitude (g = 980.6199 gals.).
 EW4794
 EW4794.The modeled gravity was interpolated from observed gravity values.
 EW4794
 EW4794;                    North         East    Units  Estimated Accuracy
 EW4794;SPC CA 5     -   584,130.    1,945,430.      MT  (+/- 180 meters Scaled)
 EW4794
 EW4794                          SUPERSEDED SURVEY CONTROL
 EW4794
 EW4794  NGVD 29 (??/??/92)  296.086  (m)          971.41   (f) ADJ UNCH    1 1
 EW4794
 EW4794.Superseded values are not recommended for survey control.
 EW4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4794.See file dsdata.txt to determine how the superseded data were derived.
 EW4794
 EW4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT533917(NAD 83)
 EW4794_MARKER: S = SPIKE
 EW4794_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4794_SP_SET: CURB
 EW4794_MARK LOGO: NONE  
 EW4794_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4794+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 EW4794
 EW4794  HISTORY     - Date     Condition        Report By
 EW4794  HISTORY     - UNK      MONUMENTED       CA1980
 EW4794  HISTORY     - 1968     GOOD             CA1980
 EW4794  HISTORY     - 1974     GOOD             CA1980
 EW4794  HISTORY     - 19940712 GOOD             NGS
 EW4794
 EW4794                          STATION DESCRIPTION
 EW4794
 EW4794'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4794'AT CHATSWORTH.
 EW4794'SQUARE SPIKE IN THE WEST CURB OF VARIEL AVENUE, 41.3 FEET NORTH
 EW4794'OF THE BEGINNING OF CURB RETURN NORTH OF DEVONSHIRE STREET.
 EW4794
 EW4794                          STATION RECOVERY (1974)
 EW4794
 EW4794'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4794'RECOVERED IN GOOD CONDITION.
 EW4794
 EW4794                          STATION RECOVERY (1994)
 EW4794
 EW4794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4794'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND VARIEL
 EW4794'AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE, 16.4 M (53.8
 EW4794'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 6.6
 EW4794'M (21.7 FT) EAST OF AND LEVEL WITH THE CENTER OF THE AVENUE, 1.7 M
 EW4794'(5.6 FT) NORTH OF THE BEGINNING OF THE CURB RETURN NORTH, AND 0.3 M
 EW4794'(1.0 FT) NORTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4793 ***********************************************************************
 EW4793  DESIGNATION -  05 00790
 EW4793  PID         -  EW4793
 EW4793  STATE/COUNTY-  CA/LOS ANGELES
 EW4793  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4793
 EW4793                         *CURRENT SURVEY CONTROL
 EW4793  ___________________________________________________________________
 EW4793* NAD 83(1986)-  34 15 26.     (N)    118 35 41.     (W)     SCALED    
 EW4793* NAVD 88     -       298.163  (meters)     978.22   (feet)  ADJUSTED  
 EW4793  ___________________________________________________________________
 EW4793  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4793  DYNAMIC HT  -         297.842 (meters)     977.17  (feet)  COMP
 EW4793  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 EW4793
 EW4793  VERT ORDER  -  FIRST     CLASS I
 EW4793
 EW4793.The horizontal coordinates were scaled from a topographic map and have
 EW4793.an estimated accuracy of +/- 6 seconds.
 EW4793
 EW4793.The orthometric height was determined by differential leveling
 EW4793.and adjusted in June 1995.
 EW4793
 EW4793.The geoid height was determined by GEOID03.
 EW4793
 EW4793.The dynamic height is computed by dividing the NAVD 88
 EW4793.geopotential number by the normal gravity value computed on the
 EW4793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4793.degrees latitude (g = 980.6199 gals.).
 EW4793
 EW4793.The modeled gravity was interpolated from observed gravity values.
 EW4793
 EW4793;                    North         East    Units  Estimated Accuracy
 EW4793;SPC CA 5     -   584,160.    1,945,230.      MT  (+/- 180 meters Scaled)
 EW4793
 EW4793                          SUPERSEDED SURVEY CONTROL
 EW4793
 EW4793  NGVD 29 (??/??/92)  296.904  (m)          974.09   (f) ADJ UNCH    1 1
 EW4793
 EW4793.Superseded values are not recommended for survey control.
 EW4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4793.See file dsdata.txt to determine how the superseded data were derived.
 EW4793
 EW4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT531918(NAD 83)
 EW4793_MARKER: Z = SEE DESCRIPTION
 EW4793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4793_SP_SET: ROADWAY
 EW4793_MARK LOGO: CA1980
 EW4793_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4793+STABILITY: SURFACE MOTION
 EW4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4793+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW4793
 EW4793  HISTORY     - Date     Condition        Report By
 EW4793  HISTORY     - UNK      MONUMENTED       CA1980
 EW4793  HISTORY     - 1974     GOOD             CA1980
 EW4793  HISTORY     - 19940714 GOOD             NGS
 EW4793
 EW4793                          STATION DESCRIPTION
 EW4793
 EW4793'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4793'AT LOS ANGELES.
 EW4793'ON CENTERLINE INTERSECTION OF DEVONSHIRE STREET AND EATON AVENUE.
 EW4793
 EW4793                          STATION RECOVERY (1994)
 EW4793
 EW4793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4793'IN CHATSWORTH, AT THE INTERSECTION OF DEVONSHIRE STREET AND EATON
 EW4793'AVENUE, A 3/4-INCH METAL ROD IN A CONCRETE POST AT THE CENTER OF THE
 EW4793'INTERSECTION, AND THE MONUMENT IS RECESSED 0.5 M (1.6 FT) BELOW THE
 EW4793'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 EW4793'9-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3153 ***********************************************************************
 AB3153  DESIGNATION -  05 00810
 AB3153  PID         -  AB3153
 AB3153  STATE/COUNTY-  CA/LOS ANGELES
 AB3153  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3153
 AB3153                         *CURRENT SURVEY CONTROL
 AB3153  ___________________________________________________________________
 AB3153* NAD 83(1986)-  34 15 26.     (N)    118 36 05.     (W)     SCALED    
 AB3153* NAVD 88     -       297.566  (meters)     976.26   (feet)  ADJUSTED  
 AB3153  ___________________________________________________________________
 AB3153  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AB3153  DYNAMIC HT  -         297.246 (meters)     975.21  (feet)  COMP
 AB3153  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 AB3153
 AB3153  VERT ORDER  -  THIRD
 AB3153
 AB3153.The horizontal coordinates were scaled from a topographic map and have
 AB3153.an estimated accuracy of +/- 6 seconds.
 AB3153
 AB3153.The orthometric height was determined by differential leveling
 AB3153.and adjusted in November 1996.
 AB3153
 AB3153.The geoid height was determined by GEOID03.
 AB3153
 AB3153.The dynamic height is computed by dividing the NAVD 88
 AB3153.geopotential number by the normal gravity value computed on the
 AB3153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3153.degrees latitude (g = 980.6199 gals.).
 AB3153
 AB3153.The modeled gravity was interpolated from observed gravity values.
 AB3153
 AB3153;                    North         East    Units  Estimated Accuracy
 AB3153;SPC CA 5     -   584,160.    1,944,610.      MT  (+/- 180 meters Scaled)
 AB3153
 AB3153                          SUPERSEDED SURVEY CONTROL
 AB3153
 AB3153.No superseded survey control is available for this station.
 AB3153
 AB3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525918(NAD 83)
 AB3153_MARKER: S = SPIKE
 AB3153_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3153_SP_SET: CURB
 AB3153_MARK LOGO: NONE  
 AB3153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3153+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1994
 AB3153
 AB3153  HISTORY     - Date     Condition        Report By
 AB3153  HISTORY     - 1971     MONUMENTED       CA1980
 AB3153  HISTORY     - 19941026 GOOD             MWDSC
 AB3153
 AB3153                          STATION DESCRIPTION
 AB3153
 AB3153'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3153'CHATSWORTH, NEAR THE INTERSECTION OF OWENSMOUTH AVE AND DEVONSHIRE ST,
 AB3153'20.5 FEET (6.2 M) WEST OF THE AVE, 3 FEET (0.9 M) SOUTH OF CURB RETURN
 AB3153'AND SOUTH OF THE STREET.  A WIRE SPIKE SET IN TOP OF CONCRETE CURB.
 AB3153'REFERENCE MWD LEVEL LINE NO 35 PG 1 AND MWD FB 4301 01 ---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4786 ***********************************************************************
 EW4786  DESIGNATION -  05 00830
 EW4786  PID         -  EW4786
 EW4786  STATE/COUNTY-  CA/LOS ANGELES
 EW4786  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4786
 EW4786                         *CURRENT SURVEY CONTROL
 EW4786  ___________________________________________________________________
 EW4786* NAD 83(1986)-  34 15 25.     (N)    118 36 13.     (W)     SCALED    
 EW4786* NAVD 88     -       295.17   (+/-2cm)     968.4    (feet)  VERTCON   
 EW4786  ___________________________________________________________________
 EW4786  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4786  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4786
 EW4786.The horizontal coordinates were scaled from a topographic map and have
 EW4786.an estimated accuracy of +/- 6 seconds.
 EW4786
 EW4786.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4786.The vertical order pertains to the NGVD 29 superseded value.
 EW4786
 EW4786.The geoid height was determined by GEOID03.
 EW4786
 EW4786;                    North         East    Units  Estimated Accuracy
 EW4786;SPC CA 5     -   584,130.    1,944,410.      MT  (+/- 180 meters Scaled)
 EW4786
 EW4786                          SUPERSEDED SURVEY CONTROL
 EW4786
 EW4786  NGVD 29 (??/??/92)  294.370  (m)          965.78   (f) ADJ UNCH    1 1
 EW4786
 EW4786.Superseded values are not recommended for survey control.
 EW4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4786.See file dsdata.txt to determine how the superseded data were derived.
 EW4786
 EW4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523918(NAD 83)
 EW4786_MARKER: S = SPIKE
 EW4786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4786_SP_SET: CURB
 EW4786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4786
 EW4786  HISTORY     - Date     Condition        Report By
 EW4786  HISTORY     - UNK      MONUMENTED       CA1980
 EW4786  HISTORY     - 1968     GOOD             CA1980
 EW4786  HISTORY     - 1974     GOOD             CA1980
 EW4786  HISTORY     - 19940714 MARK NOT FOUND   NGS
 EW4786
 EW4786                          STATION DESCRIPTION
 EW4786
 EW4786'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4786'IN CHATSWORTH.
 EW4786'SQUARE SPIKE IN THE SOUTH CURB OF DEVONSHIRE STREET, 1.2 FEET
 EW4786'WEST OF THE BEGINNING OF CURB RETURN WEST OF JORDAN AVENUE.
 EW4786
 EW4786                          STATION RECOVERY (1974)
 EW4786
 EW4786'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4786'RECOVERED IN GOOD CONDITION.
 EW4786
 EW4786                          STATION RECOVERY (1994)
 EW4786
 EW4786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4786'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1928 ***********************************************************************
 EW1928  DESIGNATION -  050 04620 LACFCD
 EW1928  PID         -  EW1928
 EW1928  STATE/COUNTY-  CA/LOS ANGELES
 EW1928  USGS QUAD   -  PASADENA (1994)
 EW1928
 EW1928                         *CURRENT SURVEY CONTROL
 EW1928  ___________________________________________________________________
 EW1928* NAD 83(1986)-  34 11 04.     (N)    118 10 27.     (W)     SCALED    
 EW1928* NAVD 88     -       327.35   (+/-2cm)    1074.0    (feet)  VERTCON   
 EW1928  ___________________________________________________________________
 EW1928  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EW1928  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1928
 EW1928.The horizontal coordinates were scaled from a topographic map and have
 EW1928.an estimated accuracy of +/- 6 seconds.
 EW1928
 EW1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1928.The vertical order pertains to the NGVD 29 superseded value.
 EW1928
 EW1928.The geoid height was determined by GEOID03.
 EW1928
 EW1928;                    North         East    Units  Estimated Accuracy
 EW1928;SPC CA 5     -   575,940.    1,983,950.      MT  (+/- 180 meters Scaled)
 EW1928
 EW1928                          SUPERSEDED SURVEY CONTROL
 EW1928
 EW1928  NGVD 29 (??/??/92)  326.55   (m)         1071.4    (f) COMPUTED    1 1
 EW1928
 EW1928.Superseded values are not recommended for survey control.
 EW1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1928.See file dsdata.txt to determine how the superseded data were derived.
 EW1928
 EW1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT918832(NAD 83)
 EW1928_MARKER: DD = SURVEY DISK
 EW1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1928_SP_SET: TUNNEL
 EW1928_STAMPING: 050-04620 1968
 EW1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1928
 EW1928  HISTORY     - Date     Condition        Report By
 EW1928  HISTORY     - 1968     MONUMENTED       CA-037
 EW1928  HISTORY     - 1968     GOOD             CA-037
 EW1928
 EW1928                          STATION DESCRIPTION
 EW1928
 EW1928'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1928'IN PASADENA.
 EW1928'IMMEDIATELY SOUTH OF DEVILS GATE RESERVOIR IN THE EAST WING
 EW1928'WALL OF THE EQUESTRIAN TUNNEL UNDER THE EAST END OF FOOTHILL
 EW1928'FREEWAY BRIDGE NO. 53-1035 SOUTH OF AND PARALLEL TO THE DEVILS
 EW1928'GATE DAM, 135 FEET EAST OF THE ENTRANCE TO A LOS ANGELES COUNTY
 EW1928'FLOOD CONTROL DISTRICT YARD, 11 FEET SOUTH OF THE SOUTH EDGE
 EW1928'OF THE CONCRETE PAVEMENT OF LA CANADA VERDUGO ROAD AND 5.5 FEET
 EW1928'SOUTH OF THE NORTH END OF THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4834 ***********************************************************************
 JS4834  SACS        -  This is a Secondary Airport Control Station.
 JS4834  DESIGNATION -  051 A
 JS4834  PID         -  JS4834
 JS4834  STATE/COUNTY-  CA/PLACER
 JS4834  USGS QUAD   -  LINCOLN (1981)
 JS4834
 JS4834                         *CURRENT SURVEY CONTROL
 JS4834  ___________________________________________________________________
 JS4834* NAD 83(2007)-  38 55 02.39729(N)    121 21 12.63386(W)     ADJUSTED  
 JS4834* NAVD 88     -        36.16   (meters)     118.6    (feet)  GPS OBS   
 JS4834  ___________________________________________________________________
 JS4834  EPOCH DATE  -        2007.00
 JS4834  X           -  -2,585,508.000 (meters)                     COMP
 JS4834  Y           -  -4,243,480.884 (meters)                     COMP
 JS4834  Z           -   3,985,184.833 (meters)                     COMP
 JS4834  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 JS4834  ELLIP HEIGHT-           6.486 (meters)          (02/10/07) ADJUSTED
 JS4834  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JS4834
 JS4834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JS4834  Type    PID    Designation                      North   East  Ellip
 JS4834  -------------------------------------------------------------------
 JS4834  NETWORK JS4834 051 A                             0.71   0.88   3.43
 JS4834  -------------------------------------------------------------------
 JS4834
 JS4834.This mark is at Lincoln Municipal Airport (O51)
 JS4834.This mark is at Karl Harder Field Airport (LHM)
 JS4834
 JS4834.The horizontal coordinates were established by GPS observations
 JS4834.and adjusted by the National Geodetic Survey in February 2007.
 JS4834
 JS4834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JS4834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JS4834.The horizontal coordinates are valid at the epoch date displayed above.
 JS4834.The epoch date for horizontal control is a decimal equivalence
 JS4834.of Year/Month/Day.
 JS4834
 JS4834.The orthometric height was determined by GPS observations and a
 JS4834.high-resolution geoid model.
 JS4834
 JS4834.GPS derived orthometric heights for airport stations designated as
 JS4834.PACS or SACS are published to 2 decimal places.  This maintains
 JS4834.centimeter relative accuracy between the PACS and SACS.  It does
 JS4834.not indicate centimeter accuracy relative to other marks which are
 JS4834.part of the NAVD 88 network.
 JS4834
 JS4834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS4834
 JS4834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4834
 JS4834.The ellipsoidal height was determined by GPS observations
 JS4834.and is referenced to NAD 83.
 JS4834
 JS4834.The geoid height was determined by GEOID03.
 JS4834
 JS4834;                    North         East     Units Scale Factor Converg.
 JS4834;SPC CA 2     -   639,029.907 2,056,063.245   MT  0.99991892   +0 24 27.3
 JS4834;SPC CA 2     - 2,096,550.62  6,745,600.83   sFT  0.99991892   +0 24 27.3
 JS4834;UTM  10      - 4,308,891.571   642,742.447   MT  0.99985090   +1 02 04.2
 JS4834
 JS4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4834!SPC CA 2     -   0.99999898  x   0.99991892  =   0.99991790
 JS4834!UTM  10      -   0.99999898  x   0.99985090  =   0.99984988
 JS4834
 JS4834                          SUPERSEDED SURVEY CONTROL
 JS4834
 JS4834  NAD 83(1998)-  38 55 02.39360(N)    121 21 12.63054(W) AD(1998.50) 1
 JS4834  ELLIP H (05/31/01)    6.563  (m)                       GP(1998.50) 4 2
 JS4834  NAD 83(1994)-  38 55 02.39172(N)    121 21 12.62744(W) AD(       ) 2
 JS4834  NAD 83(1992)-  38 55 02.39172(N)    121 21 12.62744(W) AD(1991.35) 2
 JS4834  ELLIP H (04/05/94)    6.539  (m)                       GP(1991.35) 4 2
 JS4834  NGVD 29 (04/05/94)   35.48   (m)          116.4    (f) LEVELING    3  
 JS4834
 JS4834.Superseded values are not recommended for survey control.
 JS4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4834.See file dsdata.txt to determine how the superseded data were derived.
 JS4834
 JS4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4274208892(NAD 83)
 JS4834_MARKER: DD = SURVEY DISK
 JS4834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS4834_SP_SET: CONCRETE POST
 JS4834_STAMPING: 051 A 1987
 JS4834_MARK LOGO: NOS   
 JS4834_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS4834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS4834+STABILITY: SURFACE MOTION
 JS4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS4834+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2000
 JS4834
 JS4834  HISTORY     - Date     Condition        Report By
 JS4834  HISTORY     - 1987     MONUMENTED       NOS
 JS4834  HISTORY     - 19920515 GOOD
 JS4834  HISTORY     - 19930615 GOOD             NGS
 JS4834  HISTORY     - 20001029 GOOD             NGS
 JS4834
 JS4834                          STATION DESCRIPTION
 JS4834
 JS4834'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 JS4834'LOCATED AT THE LINCOLN MUNICIPAL AIRPORT IN LINCOLN.  STATION IS
 JS4834'LOCATED JUST EAST OF THE NORTH END OF THE NORTH-SOUTH RUNWAY.  IT IS
 JS4834'24.5 FT (7.47 M) SOUTHWEST OF THE CENTER OF A DRAIN GRATE NORTHEAST
 JS4834'OF THE RUNWAY END, 41.0 FT (12.50 M) WEST OF THE SECOND BLUE TAXIWAY
 JS4834'LIGHT FROM THE EDGE OF THE RUNWAY, 34.7 FT (10.58 M) NORTHWEST OF THE
 JS4834'NORTH EDGE OF THE TAXIWAY LEADING TO THE RUNWAY END, 26.0 FT
 JS4834'(7.92 M) NORTH OF THE FIRST TAXIWAY LIGHT FROM THE RUNWAY, 100.7 FT
 JS4834'(30.69 M) NORTHEAST OF THE MOST EASTERLY GREEN AND RED THRESHOLD
 JS4834'LIGHT.
 JS4834'A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 JS4834'THE GROUND AND STAMPED - 051 A 1987 - .
 JS4834
 JS4834                          STATION RECOVERY (1992)
 JS4834
 JS4834'RECOVERED 1992
 JS4834'RECOVERED IN GOOD CONDITION.
 JS4834
 JS4834                          STATION RECOVERY (1993)
 JS4834
 JS4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JS4834'THIS STATION IS LOCATED AT THE NORTH END OF LINCOLN MUNI AIRPORT.  IT
 JS4834'IS 24.5 FT (7.5 M) SOUTHWEST OF THE CENTER OF A DRAIN GRATE.  IT IS
 JS4834'41.0 FT (12.5 M) WEST OIF THE 2ND TAXIWAY LIGHT FROM RUNWAY END 15,
 JS4834'34.7 FT (10.6 M) NORTHWEST OF THE NORTH EDGE OF TAXIWAY LEADING TO THE
 JS4834'RUNWAY END.  AND 26.0 NORTH OF THE 1ST TAXIWAY LIGHT FROM RUNWAY END
 JS4834'15, 100.7 FT (30.7 M) NORTHEAST OF THE EASTERLY THRESHOLD LIGHT AT
 JS4834'CENTERLINE END RUNWAY 15.  IT IS A STANDARD NOS DISK STAMPED 051 A
 JS4834'1987.
 JS4834
 JS4834                          STATION RECOVERY (2000)
 JS4834
 JS4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 JS4834'THE STATION IS LOCATED AT THE LINCOLN MUNICIPAL AIRPORT.  OWNERSHIP IS
 JS4834'THE CITY OF LINCOLN.  CONTACT ROY KENNEDY, 1480 FLIGHTLINE DRIVE
 JS4834'LINCOLN, CA 95648.  PHONE 916-645-3443.  THIS IS A SACS STATION TO
 JS4834'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND STATE
 JS4834'HIGHWAY 193 IN LINCOLN GO NORTH ON HIGHWAY 65 FOR 0.20 MILES (0.32 KM)
 JS4834'TO A CROSSROAD 7TH STREET, TURN LEFT WEST ON 7TH STREET FOR 0.05 MILES
 JS4834'(0.08 KM) TO A CROSSROAD NICOLAUS ROAD, TURN RIGHT AND FOLLOW ROAD
 JS4834'NORTHWESTERLY FOR 2.70 MILES (4.35 KM) TO A CROSSROAD, TURN RIGHT
 JS4834'NORTH ON AVIATION BOULEVARD FOR 0.20 MILES (0.32 KM) TO A SIDE ROAD ON
 JS4834'THE LEFT FLIGHT LINE DRIVE, TURN LEFT NORTHWESTERLY AND GO 0.40 MILES
 JS4834'(0.64 KM) TO GATE 2 ON THE LEFT AT THE LINCOLN AIRPORT, GO WEST THRU
 JS4834'THE GATE FOR 0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST CROSSING
 JS4834'THE RAMP FOR 0.20 MILES (0.32 KM) TO THE PARALLEL TAXIWAY, TURN RIGHT
 JS4834'NORTH ON TAXIWAY AND GO 0.80 MILES (1.29 KM) TO A CONNECTING TAXIWAY
 JS4834'LEADING TO RUNWAY END 15, TURN LEFT WEST ON CONNECTING TAXIWAY FOR
 JS4834'0.10 MILES (0.16 KM) TO THE STATION ON THE RIGHT.  12.5 M (41.0 FT)
 JS4834'WEST OF THE 2ND TAXIWAY LIGHT EAST OF RUNWAY END 15, 10.6 M (34.8 FT)
 JS4834'NORTHWEST OF THE NORTH EDGE OF CONNECTING TAXIWAY, 7.5 M (24.6 FT)
 JS4834'SOUTHWEST OF THE CENTER OF A METAL DRAIN GRATE AND .3 M (1.0 FT) SOUTH
 JS4834'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4833 ***********************************************************************
 JS4833  DESIGNATION -  051 B
 JS4833  PID         -  JS4833
 JS4833  STATE/COUNTY-  CA/PLACER
 JS4833  USGS QUAD   -  LINCOLN (1981)
 JS4833
 JS4833                         *CURRENT SURVEY CONTROL
 JS4833  ___________________________________________________________________
 JS4833* NAD 83(2007)-  38 54 04.24236(N)    121 20 53.74220(W)     ADJUSTED  
 JS4833* NAVD 88     -        36.0    (meters)     118.     (feet)  GPS OBS   
 JS4833  ___________________________________________________________________
 JS4833  EPOCH DATE  -        2007.00
 JS4833  X           -  -2,585,705.230 (meters)                     COMP
 JS4833  Y           -  -4,244,679.480 (meters)                     COMP
 JS4833  Z           -   3,983,789.235 (meters)                     COMP
 JS4833  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 JS4833  ELLIP HEIGHT-           6.279 (meters)          (02/10/07) ADJUSTED
 JS4833  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 JS4833
 JS4833  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JS4833  Type    PID    Designation                      North   East  Ellip
 JS4833  -------------------------------------------------------------------
 JS4833  NETWORK JS4833 051 B                             0.92   1.02   3.65
 JS4833  -------------------------------------------------------------------
 JS4833
 JS4833.This mark is at Lincoln Municipal Airport (O51)
 JS4833
 JS4833.The horizontal coordinates were established by GPS observations
 JS4833.and adjusted by the National Geodetic Survey in February 2007.
 JS4833
 JS4833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JS4833.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JS4833.The horizontal coordinates are valid at the epoch date displayed above.
 JS4833.The epoch date for horizontal control is a decimal equivalence
 JS4833.of Year/Month/Day.
 JS4833
 JS4833.The orthometric height was determined by GPS observations and a
 JS4833.high-resolution geoid model.
 JS4833
 JS4833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS4833
 JS4833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4833
 JS4833.The ellipsoidal height was determined by GPS observations
 JS4833.and is referenced to NAD 83.
 JS4833
 JS4833.The geoid height was determined by GEOID03.
 JS4833
 JS4833;                    North         East     Units Scale Factor Converg.
 JS4833;SPC CA 2     -   637,240.016 2,056,531.173   MT  0.99991978   +0 24 39.2
 JS4833;SPC CA 2     - 2,090,678.29  6,747,136.02   sFT  0.99991978   +0 24 39.2
 JS4833;UTM  10      - 4,307,107.026   643,229.892   MT  0.99985262   +1 02 14.8
 JS4833
 JS4833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4833!SPC CA 2     -   0.99999901  x   0.99991978  =   0.99991879
 JS4833!UTM  10      -   0.99999901  x   0.99985262  =   0.99985163
 JS4833
 JS4833|---------------------------------------------------------------------|
 JS4833| PID    Reference Object                     Distance      Geod. Az  |
 JS4833|                                                           dddmmss.s |
 JS4833| JS4608 LINCOLN AZ MK                        56.828 METERS 25629     |
 JS4833|---------------------------------------------------------------------|
 JS4833
 JS4833                          SUPERSEDED SURVEY CONTROL
 JS4833
 JS4833  NAD 83(1998)-  38 54 04.23863(N)    121 20 53.73892(W) AD(1998.50) 3
 JS4833  ELLIP H (01/24/02)    6.363  (m)                       GP(       ) 4 2
 JS4833  NAD 83(1992)-  38 54 04.23670(N)    121 20 53.73505(W) AD(1991.35) 2
 JS4833  ELLIP H (04/05/94)    6.383  (m)                       GP(1991.35) 4 2
 JS4833  NGVD 29 (04/05/94)   35.34   (m)          115.9    (f) LEVELING    3  
 JS4833
 JS4833.Superseded values are not recommended for survey control.
 JS4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4833.See file dsdata.txt to determine how the superseded data were derived.
 JS4833
 JS4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4323007107(NAD 83)
 JS4833_MARKER: DD = SURVEY DISK
 JS4833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS4833_SP_SET: CONCRETE POST
 JS4833_STAMPING: 051 B 1987
 JS4833_MARK LOGO: NOS   
 JS4833_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS4833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS4833+STABILITY: SURFACE MOTION
 JS4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS4833+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 JS4833
 JS4833  HISTORY     - Date     Condition        Report By
 JS4833  HISTORY     - 1987     MONUMENTED       NOS
 JS4833  HISTORY     - 19920515 GOOD
 JS4833  HISTORY     - 19930615 GOOD             NGS
 JS4833  HISTORY     - 20011015 GOOD             NGS
 JS4833
 JS4833                          STATION DESCRIPTION
 JS4833
 JS4833'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 JS4833'STATION IS LOCATED AT THE SOUTH END OF THE LINCOLN MUNICIPAL AIRPORT
 JS4833'IN LINCOLN JUST EAST OF THE SOUTH END OF THE RUNWAY.
 JS4833'IT IS 43.5 FT (13.26 M) EAST OF THE SOUTHEAST CORNER OF A SIGN SHOWING
 JS4833'THE DIRECTION TO THE RAMP, 73.7 FT (22.46 M) EAST OF THE MOST
 JS4833'EASTERLY RED AND GREEN THRESHOLD LIGHT, 33.9 FT (10.33 M) SOUTHEAST
 JS4833'OF THE SOUTH EDGE OF THE TAXIWAY, 43.1 FT (13.14 M) SOUTHWEST OF THE
 JS4833'SOUTHWEST CORNER OF A 33 SIGN, 87.6 FT (26.70 M) SOUTHWEST OF THE
 JS4833'FIRST TAXIWAY LIGHT FROM THE EDGE OF THE RUNWAY.
 JS4833
 JS4833                          STATION RECOVERY (1992)
 JS4833
 JS4833'RECOVERED 1992
 JS4833'RECOVERED IN GOOD CONDITION.
 JS4833
 JS4833                          STATION RECOVERY (1993)
 JS4833
 JS4833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JS4833'THIS STATION IS LOCATED AT THE SOUTH END OF LINCOLN MUNI AIRPORT.  IT
 JS4833'IS LOCATED 43.5 FT (13.3 M) EAST OF THE SOUTHEAST CORNER OF A RAMP
 JS4833'SIGN, 73.7 FT (22.5 M) EAST OF THE EASTERLY RUNWAY THRESHOLD LIGHT,
 JS4833'33.9 FT (10.3 M) SOUTHEAST OF THE SOUTH EDGE OF THE TAXIWAY LEADING TO
 JS4833'RUNWAY END 33, 43.1 FT (13.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JS4833'33 SIGN, 857.6 FT (261.4 M) SOUTHWEST OF THE 1ST TAXIWAY LIGHT ON THE
 JS4833'SOUTHSIDE LEADING TO RUNWAY 33.  IT IS A STANDARD NOS DISK STAMPED 051
 JS4833'B 1987.
 JS4833
 JS4833                          STATION RECOVERY (2001)
 JS4833
 JS4833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (MAC)
 JS4833'RECOVERED AS DESCRIBED.
 JS4833'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4832 ***********************************************************************
 JS4832  SACS        -  This is a Secondary Airport Control Station.
 JS4832  DESIGNATION -  051 D
 JS4832  PID         -  JS4832
 JS4832  STATE/COUNTY-  CA/PLACER
 JS4832  USGS QUAD   -  LINCOLN (1981)
 JS4832
 JS4832                         *CURRENT SURVEY CONTROL
 JS4832  ___________________________________________________________________
 JS4832* NAD 83(2007)-  38 54 37.32776(N)    121 20 53.86872(W)     ADJUSTED  
 JS4832* NAVD 88     -        36.63   (meters)     120.2    (feet)  GPS OBS   
 JS4832  ___________________________________________________________________
 JS4832  EPOCH DATE  -        2007.00
 JS4832  X           -  -2,585,374.744 (meters)                     COMP
 JS4832  Y           -  -4,244,131.096 (meters)                     COMP
 JS4832  Z           -   3,984,583.586 (meters)                     COMP
 JS4832  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 JS4832  ELLIP HEIGHT-           6.924 (meters)          (02/10/07) ADJUSTED
 JS4832  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 JS4832
 JS4832  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JS4832  Type    PID    Designation                      North   East  Ellip
 JS4832  -------------------------------------------------------------------
 JS4832  NETWORK JS4832 051 D                             0.69   0.88   3.43
 JS4832  -------------------------------------------------------------------
 JS4832
 JS4832.This mark is at Lincoln Municipal Airport (O51)
 JS4832.This mark is at Karl Harder Field Airport (LHM)
 JS4832
 JS4832.The horizontal coordinates were established by GPS observations
 JS4832.and adjusted by the National Geodetic Survey in February 2007.
 JS4832
 JS4832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JS4832.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JS4832.The horizontal coordinates are valid at the epoch date displayed above.
 JS4832.The epoch date for horizontal control is a decimal equivalence
 JS4832.of Year/Month/Day.
 JS4832
 JS4832.The orthometric height was determined by GPS observations and a
 JS4832.high-resolution geoid model.
 JS4832
 JS4832.GPS derived orthometric heights for airport stations designated as
 JS4832.PACS or SACS are published to 2 decimal places.  This maintains
 JS4832.centimeter relative accuracy between the PACS and SACS.  It does
 JS4832.not indicate centimeter accuracy relative to other marks which are
 JS4832.part of the NAVD 88 network.
 JS4832
 JS4832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS4832
 JS4832.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4832
 JS4832.The ellipsoidal height was determined by GPS observations
 JS4832.and is referenced to NAD 83.
 JS4832
 JS4832.The geoid height was determined by GEOID03.
 JS4832
 JS4832;                    North         East     Units Scale Factor Converg.
 JS4832;SPC CA 2     -   638,260.144 2,056,520.809   MT  0.99991928   +0 24 39.2
 JS4832;SPC CA 2     - 2,094,025.16  6,747,102.02   sFT  0.99991928   +0 24 39.2
 JS4832;UTM  10      - 4,308,126.912   643,208.373   MT  0.99985254   +1 02 15.4
 JS4832
 JS4832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4832!SPC CA 2     -   0.99999891  x   0.99991928  =   0.99991819
 JS4832!UTM  10      -   0.99999891  x   0.99985254  =   0.99985145
 JS4832
 JS4832                          SUPERSEDED SURVEY CONTROL
 JS4832
 JS4832  NAD 83(1998)-  38 54 37.32403(N)    121 20 53.86544(W) AD(1998.50) 1
 JS4832  ELLIP H (05/31/01)    7.003  (m)                       GP(1998.50) 4 2
 JS4832  NAD 83(1994)-  38 54 37.32203(N)    121 20 53.86203(W) AD(       ) 2
 JS4832  NAD 83(1992)-  38 54 37.32203(N)    121 20 53.86203(W) AD(1991.35) 2
 JS4832  ELLIP H (04/05/94)    7.027  (m)                       GP(1991.35) 4 2
 JS4832  NGVD 29 (04/05/94)   35.9    (m)          118.     (f) GPS OBS     3  
 JS4832
 JS4832.Superseded values are not recommended for survey control.
 JS4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4832.See file dsdata.txt to determine how the superseded data were derived.
 JS4832
 JS4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4320808127(NAD 83)
 JS4832_MARKER: DD = SURVEY DISK
 JS4832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS4832_SP_SET: DRILL HOLE IN CONCRETE ELECTRIC
 JS4832_STAMPING: 051 D 1992
 JS4832_MARK LOGO: NOS   
 JS4832_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS4832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS4832+STABILITY: SURFACE MOTION
 JS4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS4832+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2000
 JS4832
 JS4832  HISTORY     - Date     Condition        Report By
 JS4832  HISTORY     - 1992     MONUMENTED       NOS
 JS4832  HISTORY     - 19930916 GOOD             NGS
 JS4832  HISTORY     - 20001029 GOOD             NGS
 JS4832
 JS4832                          STATION DESCRIPTION
 JS4832
 JS4832'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 JS4832'STATION IS LOCATED AT THE MID-SECTION OF THE LINCOLN MUNICIPAL AIRPORT
 JS4832'EAST OF THE TAXIWAY PARALLEL TO THE RUNWAY AND NORTH OF AN EAST-WEST
 JS4832'TAXIWAY LEADING TO T-HANGARS ABOUT 0.2 MI (0.32 KM) NORTH OF THE
 JS4832'AIRPORT OFFICE BUILDING.
 JS4832'IT IS 48.7 FT (14.84 M) EAST OF THE NORTH-SOUTH TAXIWAY, 35.1 FT
 JS4832'(10.70 M) NORTH OF THE EAST-WEST TAXIWAY, 12.4 FT (3.78 M) SOUTHWEST
 JS4832'OF THE END OF A CULVERT AND 8.6 FT (2.62 M) SOUTHEAST OF A BLUE
 JS4832'TAXIWAY LIGHT.
 JS4832'SET IN A DRILL HOLE IN A CONCRETE ELECTRICAL VAULT.
 JS4832
 JS4832                          STATION RECOVERY (1993)
 JS4832
 JS4832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JS4832'STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTH OF THE AIRPORT OFFICE
 JS4832'BUILDING EAST OF THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY, AND NORTH
 JS4832'OF AN EAST-WEST TAXIWAY LEADING TO T-HANGARS.  IT IS 48.7 FT (14.8 M)
 JS4832'EAST OF THE PARALLEL TAXIWAY, 35.1 FT (10.7 M) NORTH OF THE EAST-WEST
 JS4832'TAXIWAY, 12.4 FT (3.8 M) SOUTHWEST OF THE END OF A CULVERT AND 8.6 FT
 JS4832'(2.6 M) SOUTHEAST OF A TAXIWAY LIGHT.  STATION IS SET IN A DRILL HOLE
 JS4832'IN A CONCRETE ELECTRIC VAULT.  MONUMENT IS A NOS DISK STAMPED 051 D
 JS4832'1992.
 JS4832
 JS4832                          STATION RECOVERY (2000)
 JS4832
 JS4832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 JS4832'THE STATION IS LOCATED AT THE LINCOLN MUNICIPAL AIRPORT.  OWNERSHIP IS
 JS4832'THE CITY OF LINCOLN.  CONTACT ROY KENNEDY, 1480 FLIGHTLINE DRIVE
 JS4832'LINCOLN, CA 95648.  PHONE 916-645-3443.  THIS IS A SACS STATION.  TO
 JS4832'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND STATE
 JS4832'HIGHWAY 193 IN LINCOLN, GO NORTH ON HIGHWAY 65 FOR 0.20 MILES (0.32
 JS4832'KM) TO A CROSSROAD 7TH STREET, TURN LEFT WEST ON 7TH STREET FOR 0.05
 JS4832'MILES (0.08 KM) TO A CROSSROAD NICOLAUS ROAD, TURN RIGHT AND FOLLOW
 JS4832'ROAD NORTHWESTERLY FOR 2.70 MILES (4.35 KM) TO A CROSSROAD, TURN RIGHT
 JS4832'ON AVIATION BOULEVARD FOR 0.20 MILES (0.32 KM) TO A SIDE ROAD ON THE
 JS4832'LEFT, FLIGHT LINE DRIVE, TURN LEFT NORTHWESTERLY AND GO 0.40 MILES
 JS4832'(0.64 KM) TO GATE 2 ON THE LEFT AT THE LINCOLN AIRPORT, GO WEST THRU
 JS4832'THE GATE FOR 0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST CROSSING
 JS4832'THE RAMP FOR 0.20 MILES (0.32 KM) TO THE PARALLEL TAXIWAY, TURN RIGHT
 JS4832'NORTH ON TAXIWAY AND GO 0.30 MILES (0.48 KM) TO A CONNECTING TAXIWAY
 JS4832'LEADING TO A LARGE HANGAR AND THE STATION ON THE RIGHT.  14.8 M (48.6
 JS4832'FT) EAST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, 10.7 M (35.1 FT)
 JS4832'NORTH OF THE CENTERLINE OF CONNECTING TAXIWAY, 3.8 M (12.5 FT)
 JS4832'SOUTHWEST OF THE NORTH END OF A CONCRETE CULVERT AND 2.6 M (8.5 FT)
 JS4832'SOUTHEAST OF A TAXIWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9427 ***********************************************************************
 AB9427  DESIGNATION -  052 00280
 AB9427  PID         -  AB9427
 AB9427  STATE/COUNTY-  CA/LOS ANGELES
 AB9427  USGS QUAD   -  SOUTH GATE (1981)
 AB9427
 AB9427                         *CURRENT SURVEY CONTROL
 AB9427  ___________________________________________________________________
 AB9427* NAD 83(1986)-  33 56 06.     (N)    118 10 22.     (W)     SCALED    
 AB9427* NAVD 88     -        33.104  (meters)     108.61   (feet)  ADJUSTED  
 AB9427  ___________________________________________________________________
 AB9427  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 AB9427  DYNAMIC HT  -          33.068 (meters)     108.49  (feet)  COMP
 AB9427  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 AB9427
 AB9427  VERT ORDER  -  FIRST     CLASS II
 AB9427
 AB9427.The horizontal coordinates were scaled from a topographic map and have
 AB9427.an estimated accuracy of +/- 6 seconds.
 AB9427
 AB9427.The orthometric height was determined by differential leveling
 AB9427.and adjusted in February 1997.
 AB9427
 AB9427.The geoid height was determined by GEOID03.
 AB9427
 AB9427.The dynamic height is computed by dividing the NAVD 88
 AB9427.geopotential number by the normal gravity value computed on the
 AB9427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9427.degrees latitude (g = 980.6199 gals.).
 AB9427
 AB9427.The modeled gravity was interpolated from observed gravity values.
 AB9427
 AB9427;                    North         East    Units  Estimated Accuracy
 AB9427;SPC CA 5     -   548,270.    1,984,030.      MT  (+/- 180 meters Scaled)
 AB9427
 AB9427                          SUPERSEDED SURVEY CONTROL
 AB9427
 AB9427.No superseded survey control is available for this station.
 AB9427
 AB9427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT916555(NAD 83)
 AB9427_MARKER: DB = BENCH MARK DISK
 AB9427_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB9427_SP_SET: BRIDGE ABUTMENT
 AB9427_STAMPING: LACFCD BM 052 00280 1963
 AB9427_MARK LOGO: LACFCD
 AB9427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9427+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB9427
 AB9427  HISTORY     - Date     Condition        Report By
 AB9427  HISTORY     - 1963     MONUMENTED       LACFCD
 AB9427  HISTORY     - 19950504 GOOD             MWDSC
 AB9427
 AB9427                          STATION DESCRIPTION
 AB9427
 AB9427'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9427'SOUTH GATE, AT THE INTERSECTION OF GARFIELD AV AND RIO HONDO FLOOD
 AB9427'CONTROL CHANNEL, 2100 FEET (640.1 M) SOUTHEASTERLY ALONG EASTERLY SIDE
 AB9427'OF CHANNEL TO THE SOUTHERLY ABUTMENT OF THE UNION PACIFIC RR BRIDGE
 AB9427'OVER THE CHANNEL.  FOUND A 2 INCH BRASS DISK STAMPED LACFCD 052-00280
 AB9427'1963 SET FLUSH IN THE CONCRETE ABUTMENT.  REF MWD FB 2006 01 082.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1539 ***********************************************************************
 EW1539  DESIGNATION -  054 C OF LA
 EW1539  PID         -  EW1539
 EW1539  STATE/COUNTY-  CA/LOS ANGELES
 EW1539  USGS QUAD   -  HOLLYWOOD (1994)
 EW1539
 EW1539                         *CURRENT SURVEY CONTROL
 EW1539  ___________________________________________________________________
 EW1539* NAD 83(1986)-  34 06 01.     (N)    118 20 20.     (W)     SCALED    
 EW1539* NAVD 88     -       112.29   (+/-2cm)     368.4    (feet)  VERTCON   
 EW1539  ___________________________________________________________________
 EW1539  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW1539  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1539
 EW1539.The horizontal coordinates were scaled from a topographic map and have
 EW1539.an estimated accuracy of +/- 6 seconds.
 EW1539
 EW1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1539.The vertical order pertains to the NGVD 29 superseded value.
 EW1539
 EW1539.The geoid height was determined by GEOID03.
 EW1539
 EW1539;                    North         East    Units  Estimated Accuracy
 EW1539;SPC CA 5     -   566,640.    1,968,730.      MT  (+/- 180 meters Scaled)
 EW1539
 EW1539                          SUPERSEDED SURVEY CONTROL
 EW1539
 EW1539  NGVD 29 (??/??/92)  111.51   (m)          365.8    (f) COMPUTED    1 2
 EW1539
 EW1539.Superseded values are not recommended for survey control.
 EW1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1539.See file dsdata.txt to determine how the superseded data were derived.
 EW1539
 EW1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT764740(NAD 83)
 EW1539_MARKER: DD = SURVEY DISK
 EW1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1539_SP_SET: SIDEWALK
 EW1539_STAMPING: 054 366
 EW1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1539
 EW1539  HISTORY     - Date     Condition        Report By
 EW1539  HISTORY     - UNK      MONUMENTED       CA1980
 EW1539  HISTORY     - 1945     GOOD             NGS
 EW1539  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1539
 EW1539                          STATION DESCRIPTION
 EW1539
 EW1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1539'AT LOS ANGELES.
 EW1539'AT LOS ANGELES AT THE INTERSECTION OF HAWTHORNE AVENUE AND
 EW1539'HIGHLAND AVENUE, IN THE NORTHEAST CORNER OF THE BOTTOM STEP
 EW1539'LEADING TO THE MEMORIAL AUDITORIUM OF THE HOLLYWOOD HIGH SCHOOL,
 EW1539'25.0 FEET WEST OF THE WEST CURB OF HIGHLAND AVENUE AND 56.2 FEET
 EW1539'SOUTH OF THE SOUTH CURB OF HAWTHORNE AVENUE 0.4 FOOT HIGHER
 EW1539'THAN THE SIDEWALK.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED
 EW1539'054 366.
 EW1539
 EW1539                          STATION RECOVERY (1966)
 EW1539
 EW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6779 ***********************************************************************
 EW6779  DESIGNATION -  055 01255 LACFCD
 EW6779  PID         -  EW6779
 EW6779  STATE/COUNTY-  CA/LOS ANGELES
 EW6779  USGS QUAD   -  EL MONTE (1994)
 EW6779
 EW6779                         *CURRENT SURVEY CONTROL
 EW6779  ___________________________________________________________________
 EW6779* NAD 83(1986)-  34 03 42.     (N)    118 05 26.     (W)     SCALED    
 EW6779* NAVD 88     -        84.08   (+/-2cm)     275.9    (feet)  VERTCON   
 EW6779  ___________________________________________________________________
 EW6779  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW6779  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6779
 EW6779.The horizontal coordinates were scaled from a topographic map and have
 EW6779.an estimated accuracy of +/- 6 seconds.
 EW6779
 EW6779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6779.The vertical order pertains to the NGVD 29 superseded value.
 EW6779
 EW6779.The geoid height was determined by GEOID03.
 EW6779
 EW6779;                    North         East    Units  Estimated Accuracy
 EW6779;SPC CA 5     -   562,310.    1,991,640.      MT  (+/- 180 meters Scaled)
 EW6779
 EW6779                          SUPERSEDED SURVEY CONTROL
 EW6779
 EW6779  NGVD 29 (??/??/92)   83.364  (m)          273.50   (f) ADJ UNCH    1 2
 EW6779
 EW6779.Superseded values are not recommended for survey control.
 EW6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6779.See file dsdata.txt to determine how the superseded data were derived.
 EW6779
 EW6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT993695(NAD 83)
 EW6779_MARKER: DD = SURVEY DISK
 EW6779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6779_SP_SET: WING WALL
 EW6779_STAMPING: BM 055-01255 1967
 EW6779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6779
 EW6779  HISTORY     - Date     Condition        Report By
 EW6779  HISTORY     - 1967     MONUMENTED       CA-037
 EW6779  HISTORY     - 1975     GOOD             CA-037
 EW6779
 EW6779                          STATION DESCRIPTION
 EW6779
 EW6779'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6779'1.5 MI SW FROM ROSEMEAD.
 EW6779'CITY OF ROSEMEAD.  SAN GABRIEL BOULEVARD SOUTHWESTERLY CORNER OF
 EW6779'BRIDGE OVER FLOOD CONTROL CHANNEL, 200 FEET SOUTHERLY FROM GARVEY
 EW6779'AVENUE 38 FEET WEST OF THE APPROXIMATE CENTERLINE OF SAN GABRIEL
 EW6779'BOULEVARD 200 FEET SOUTH FROM THE APPROXIMATE CENTERLINE OF GARVEY
 EW6779'AVENUE 6.0 FEET WEST FROM THE WEST CURB OF SAN GABRIEL BOULEVARD 3.6
 EW6779'FEET NORTH OF THE EXTREME SOUTHERLY EDGE OF THE BRIDGE STRUCTURE.  A
 EW6779'2-INCH L.A. COUNTY FLOOD CONTROL DISTRICT BRASS DISC FLUSH IN THE TOP
 EW6779'OF AN AUXILARY WING WALL, LEVEL WITH THE CONCRETE SIDEWALK ALONG THE
 EW6779'WEST SIDE OF THE BRIDGE, 12 INCHES ABOVE THE MAIN WING WALL AND BRIDGE
 EW6779'ABUTMENT ON THE SOUTHERLY END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1259 ***********************************************************************
 EW1259  DESIGNATION -  056 C OF LA
 EW1259  PID         -  EW1259
 EW1259  STATE/COUNTY-  CA/LOS ANGELES
 EW1259  USGS QUAD   -  HOLLYWOOD (1994)
 EW1259
 EW1259                         *CURRENT SURVEY CONTROL
 EW1259  ___________________________________________________________________
 EW1259* NAD 83(1986)-  34 05 13.     (N)    118 20 10.     (W)     SCALED    
 EW1259* NAVD 88     -        86.26   (+/-2cm)     283.0    (feet)  VERTCON   
 EW1259  ___________________________________________________________________
 EW1259  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EW1259  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1259
 EW1259.The horizontal coordinates were scaled from a topographic map and have
 EW1259.an estimated accuracy of +/- 6 seconds.
 EW1259
 EW1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1259.The vertical order pertains to the NGVD 29 superseded value.
 EW1259
 EW1259.The geoid height was determined by GEOID03.
 EW1259
 EW1259;                    North         East    Units  Estimated Accuracy
 EW1259;SPC CA 5     -   565,160.    1,968,980.      MT  (+/- 180 meters Scaled)
 EW1259
 EW1259                          SUPERSEDED SURVEY CONTROL
 EW1259
 EW1259  NGVD 29 (??/??/92)   85.48   (m)          280.4    (f) COMPUTED    1 1
 EW1259
 EW1259.Superseded values are not recommended for survey control.
 EW1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1259.See file dsdata.txt to determine how the superseded data were derived.
 EW1259
 EW1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767726(NAD 83)
 EW1259_MARKER: DD = SURVEY DISK
 EW1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1259_SP_SET: STEP
 EW1259_STAMPING: 056
 EW1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1259
 EW1259  HISTORY     - Date     Condition        Report By
 EW1259  HISTORY     - UNK      MONUMENTED       CA1980
 EW1259  HISTORY     - 1968     GOOD             CA1980
 EW1259
 EW1259                          STATION DESCRIPTION
 EW1259
 EW1259'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1259'AT LOS ANGELES.
 EW1259'STANDARD CITY DISC, STAMPED 056, ON THE SOUTH END OF LOWER
 EW1259'CONCRETE STEP TO BANCROFT JUNIOR HIGH SCHOOL AUDITORIUM, 48 FEET
 EW1259'WEST OF LAS PALMAS AVENUE AND 55 FEET NORTH OF WILLOUGHBY
 EW1259'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4316 ***********************************************************************
 EW4316  DESIGNATION -  06 00900
 EW4316  PID         -  EW4316
 EW4316  STATE/COUNTY-  CA/LOS ANGELES
 EW4316  USGS QUAD   -  CANOGA PARK (1967)
 EW4316
 EW4316                         *CURRENT SURVEY CONTROL
 EW4316  ___________________________________________________________________
 EW4316* NAD 83(1986)-  34 09 58.     (N)    118 35 18.     (W)     SCALED    
 EW4316* NAVD 88     -       277.36   (+/-2cm)     910.0    (feet)  VERTCON   
 EW4316  ___________________________________________________________________
 EW4316  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4316  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4316
 EW4316.The horizontal coordinates were scaled from a topographic map and have
 EW4316.an estimated accuracy of +/- 6 seconds.
 EW4316
 EW4316.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4316.The vertical order pertains to the NGVD 29 superseded value.
 EW4316
 EW4316.The geoid height was determined by GEOID03.
 EW4316
 EW4316;                    North         East    Units  Estimated Accuracy
 EW4316;SPC CA 5     -   574,050.    1,945,760.      MT  (+/- 180 meters Scaled)
 EW4316
 EW4316                          SUPERSEDED SURVEY CONTROL
 EW4316
 EW4316  NGVD 29 (??/??/92)  276.569  (m)          907.38   (f) ADJ UNCH    1 1
 EW4316
 EW4316.Superseded values are not recommended for survey control.
 EW4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4316.See file dsdata.txt to determine how the superseded data were derived.
 EW4316
 EW4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT536817(NAD 83)
 EW4316_MARKER: B = BOLT
 EW4316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4316_MARK LOGO: NONE  
 EW4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4316+STABILITY: SURFACE MOTION
 EW4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4316+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4316
 EW4316  HISTORY     - Date     Condition        Report By
 EW4316  HISTORY     - UNK      MONUMENTED       CA1980
 EW4316  HISTORY     - 1968     GOOD             CA1980
 EW4316  HISTORY     - 19940817 GOOD             NGS
 EW4316
 EW4316                          STATION DESCRIPTION
 EW4316
 EW4316'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4316'AT LOS ANGELES.
 EW4316'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4316'VENTURA BOULEVARD AND SERRANIA AVENUE.
 EW4316
 EW4316                          STATION RECOVERY (1994)
 EW4316
 EW4316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4316'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND DESOTO
 EW4316'AVENUE, IN THE CENTER OF THE BOULEVARD, 2.7 M (8.9 FT) EAST OF THE
 EW4316'CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE, AND 0.7 M (2.3 FT)
 EW4316'BELOW THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4316'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
 EW4316'THE MARK IS IN A TURNING LANE OF AN EXTREMELY BUSY INTERSECTION AND IS
 EW4316'TOO DANGEROUS TO USE THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4326 ***********************************************************************
 EW4326  DESIGNATION -  06 01320
 EW4326  PID         -  EW4326
 EW4326  STATE/COUNTY-  CA/LOS ANGELES
 EW4326  USGS QUAD   -  CANOGA PARK (1967)
 EW4326
 EW4326                         *CURRENT SURVEY CONTROL
 EW4326  ___________________________________________________________________
 EW4326* NAD 83(1986)-  34 10 05.     (N)    118 35 59.     (W)     SCALED    
 EW4326* NAVD 88     -       273.324  (meters)     896.73   (feet)  ADJUSTED  
 EW4326  ___________________________________________________________________
 EW4326  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4326  DYNAMIC HT  -         273.032 (meters)     895.77  (feet)  COMP
 EW4326  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 EW4326
 EW4326  VERT ORDER  -  FIRST     CLASS I
 EW4326
 EW4326.The horizontal coordinates were scaled from a topographic map and have
 EW4326.an estimated accuracy of +/- 6 seconds.
 EW4326
 EW4326.The orthometric height was determined by differential leveling
 EW4326.and adjusted in June 1995.
 EW4326
 EW4326.The geoid height was determined by GEOID03.
 EW4326
 EW4326.The dynamic height is computed by dividing the NAVD 88
 EW4326.geopotential number by the normal gravity value computed on the
 EW4326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4326.degrees latitude (g = 980.6199 gals.).
 EW4326
 EW4326.The modeled gravity was interpolated from observed gravity values.
 EW4326
 EW4326;                    North         East    Units  Estimated Accuracy
 EW4326;SPC CA 5     -   574,270.    1,944,710.      MT  (+/- 180 meters Scaled)
 EW4326
 EW4326                          SUPERSEDED SURVEY CONTROL
 EW4326
 EW4326  NGVD 29 (??/??/92)  272.507  (m)          894.05   (f) ADJ UNCH    1 1
 EW4326
 EW4326.Superseded values are not recommended for survey control.
 EW4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4326.See file dsdata.txt to determine how the superseded data were derived.
 EW4326
 EW4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525819(NAD 83)
 EW4326_MARKER: DB = BENCH MARK DISK
 EW4326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4326_MARK LOGO: CA1980
 EW4326_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4326+STABILITY: SURFACE MOTION
 EW4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4326+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4326
 EW4326  HISTORY     - Date     Condition        Report By
 EW4326  HISTORY     - UNK      MONUMENTED       CA1980
 EW4326  HISTORY     - 1968     GOOD             CA1980
 EW4326  HISTORY     - 19940817 GOOD             NGS
 EW4326  HISTORY     - 20010511 GOOD             NGS
 EW4326
 EW4326                          STATION DESCRIPTION
 EW4326
 EW4326'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4326'IN LOS ANGELES.
 EW4326'STANDARD BENCH MARK BRASS DISC IN 8-INCH DIAMETER CONCRETE
 EW4326'MONUMENT, 4 FEET SOUTH OF THE SOUTH CURB LINE OF VENTURA
 EW4326'BOULEVARD, NEAR THE BEGINNING OF CURVE THAT IS ABOUT 497 FEET
 EW4326'WEST OF THE WEST PROPERTY LINE OF CANOGA AVENUE, 26.6 FEET EAST
 EW4326'OF THE CENTER OF THE ELECTROLIER THAT IS 2.5 FEET EAST OF THE
 EW4326'END OF AFOREMENTIONED CURVE, 2.3 FEET EAST OF THE CENTER OF
 EW4326'POWER POLE NO. 186606M.
 EW4326
 EW4326                          STATION RECOVERY (1994)
 EW4326
 EW4326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4326'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND DE
 EW4326'ROJA AVENUE, 56.3 M (184.7 FT) EAST OF THE CENTER OF THE AVENUE, 8.9 M
 EW4326'(29.2 FT) EAST OF A STREET LIGHT POLE, 5.9 M (19.4 FT) SOUTH OF THE
 EW4326'CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 0.2 M (0.7 FT) ABOVE
 EW4326'THE LEVEL OF THE BOULEVARD, AND THE MONUMENT IS FLUSH WITH AND
 EW4326'SURROUNDED BY A SIDEWALK.
 EW4326
 EW4326                          STATION RECOVERY (2001)
 EW4326
 EW4326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4326'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4325 ***********************************************************************
 EW4325  DESIGNATION -  06 01325
 EW4325  PID         -  EW4325
 EW4325  STATE/COUNTY-  CA/LOS ANGELES
 EW4325  USGS QUAD   -  CANOGA PARK (1967)
 EW4325
 EW4325                         *CURRENT SURVEY CONTROL
 EW4325  ___________________________________________________________________
 EW4325* NAD 83(1986)-  34 10 04.     (N)    118 35 50.     (W)     SCALED    
 EW4325* NAVD 88     -       273.815  (meters)     898.34   (feet)  ADJUSTED  
 EW4325  ___________________________________________________________________
 EW4325  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4325  DYNAMIC HT  -         273.523 (meters)     897.38  (feet)  COMP
 EW4325  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 EW4325
 EW4325  VERT ORDER  -  FIRST     CLASS I
 EW4325
 EW4325.The horizontal coordinates were scaled from a topographic map and have
 EW4325.an estimated accuracy of +/- 6 seconds.
 EW4325
 EW4325.The orthometric height was determined by differential leveling
 EW4325.and adjusted in June 1995.
 EW4325
 EW4325.The geoid height was determined by GEOID03.
 EW4325
 EW4325.The dynamic height is computed by dividing the NAVD 88
 EW4325.geopotential number by the normal gravity value computed on the
 EW4325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4325.degrees latitude (g = 980.6199 gals.).
 EW4325
 EW4325.The modeled gravity was interpolated from observed gravity values.
 EW4325
 EW4325;                    North         East    Units  Estimated Accuracy
 EW4325;SPC CA 5     -   574,240.    1,944,940.      MT  (+/- 180 meters Scaled)
 EW4325
 EW4325                          SUPERSEDED SURVEY CONTROL
 EW4325
 EW4325  NGVD 29 (??/??/92)  273.037  (m)          895.79   (f) ADJ UNCH    1 1
 EW4325
 EW4325.Superseded values are not recommended for survey control.
 EW4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4325.See file dsdata.txt to determine how the superseded data were derived.
 EW4325
 EW4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT527819(NAD 83)
 EW4325_MARKER: S = SPIKE
 EW4325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4325_SP_SET: CATCH BASIN
 EW4325_MARK LOGO: NONE  
 EW4325_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4325+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4325
 EW4325  HISTORY     - Date     Condition        Report By
 EW4325  HISTORY     - UNK      MONUMENTED       CA1980
 EW4325  HISTORY     - 1968     GOOD             CA1980
 EW4325  HISTORY     - 19940817 GOOD             NGS
 EW4325  HISTORY     - 20010511 GOOD             NGS
 EW4325
 EW4325                          STATION DESCRIPTION
 EW4325
 EW4325'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4325'AT LOS ANGELES.
 EW4325'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD AT THE BEGINNING
 EW4325'OF CURB RETURN EAST OF CANOGA AVENUE, WEST END OF CATCH BASIN.
 EW4325
 EW4325                          STATION RECOVERY (1994)
 EW4325
 EW4325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4325'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND CANOGA
 EW4325'AVENUE, A SPIKE NEAR THE NORTHWEST CORNER OF A CATCH BASIN, 21.1 M
 EW4325'(69.2 FT) EAST OF THE CENTER OF THE AVENUE, 5.1 M (16.7 FT) SOUTH OF
 EW4325'THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 1.3 M (4.3 FT)
 EW4325'NORTHEAST OF THE NORTHEAST CORNER OF A TRAFFIC SIGNAL CONTROL BOX, AND
 EW4325'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4325
 EW4325                          STATION RECOVERY (2001)
 EW4325
 EW4325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4325'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4370 ***********************************************************************
 EW4370  DESIGNATION -  06 02040 C OF LA
 EW4370  PID         -  EW4370
 EW4370  STATE/COUNTY-  CA/LOS ANGELES
 EW4370  USGS QUAD   -  CANOGA PARK (1967)
 EW4370
 EW4370                         *CURRENT SURVEY CONTROL
 EW4370  ___________________________________________________________________
 EW4370* NAD 83(1986)-  34 09 16.     (N)    118 36 20.     (W)     SCALED    
 EW4370* NAVD 88     -       295.78   (+/-2cm)     970.4    (feet)  VERTCON   
 EW4370  ___________________________________________________________________
 EW4370  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW4370  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4370
 EW4370.The horizontal coordinates were scaled from a topographic map and have
 EW4370.an estimated accuracy of +/- 6 seconds.
 EW4370
 EW4370.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4370.The vertical order pertains to the NGVD 29 superseded value.
 EW4370
 EW4370.The geoid height was determined by GEOID03.
 EW4370
 EW4370;                    North         East    Units  Estimated Accuracy
 EW4370;SPC CA 5     -   572,760.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4370
 EW4370                          SUPERSEDED SURVEY CONTROL
 EW4370
 EW4370  NGVD 29 (??/??/92)  294.993  (m)          967.82   (f) ADJ UNCH    1 1
 EW4370
 EW4370.Superseded values are not recommended for survey control.
 EW4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4370.See file dsdata.txt to determine how the superseded data were derived.
 EW4370
 EW4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519804(NAD 83)
 EW4370_MARKER: S = SPIKE
 EW4370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4370_SP_SET: CURB
 EW4370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4370
 EW4370  HISTORY     - Date     Condition        Report By
 EW4370  HISTORY     - UNK      MONUMENTED       CA1980
 EW4370  HISTORY     - 1971     GOOD             CA1980
 EW4370
 EW4370                          STATION DESCRIPTION
 EW4370
 EW4370'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4370'AT WOODLAND HILLS.
 EW4370'SQUARE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 21
 EW4370'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF BUENA
 EW4370'VENTURA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4373 ***********************************************************************
 EW4373  DESIGNATION -  06 02100 C OF LA
 EW4373  PID         -  EW4373
 EW4373  STATE/COUNTY-  CA/LOS ANGELES
 EW4373  USGS QUAD   -  CANOGA PARK (1967)
 EW4373
 EW4373                         *CURRENT SURVEY CONTROL
 EW4373  ___________________________________________________________________
 EW4373* NAD 83(1986)-  34 09 25.     (N)    118 36 20.     (W)     SCALED    
 EW4373* NAVD 88     -       291.42   (+/-2cm)     956.1    (feet)  VERTCON   
 EW4373  ___________________________________________________________________
 EW4373  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW4373  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4373
 EW4373.The horizontal coordinates were scaled from a topographic map and have
 EW4373.an estimated accuracy of +/- 6 seconds.
 EW4373
 EW4373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4373.The vertical order pertains to the NGVD 29 superseded value.
 EW4373
 EW4373.The geoid height was determined by GEOID03.
 EW4373
 EW4373;                    North         East    Units  Estimated Accuracy
 EW4373;SPC CA 5     -   573,040.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4373
 EW4373                          SUPERSEDED SURVEY CONTROL
 EW4373
 EW4373  NGVD 29 (??/??/92)  290.626  (m)          953.50   (f) ADJ UNCH    1 1
 EW4373
 EW4373.Superseded values are not recommended for survey control.
 EW4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4373.See file dsdata.txt to determine how the superseded data were derived.
 EW4373
 EW4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519807(NAD 83)
 EW4373_MARKER: S = SPIKE
 EW4373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4373_SP_SET: CURB
 EW4373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4373
 EW4373  HISTORY     - Date     Condition        Report By
 EW4373  HISTORY     - UNK      MONUMENTED       CA1980
 EW4373  HISTORY     - 1971     GOOD             CA1980
 EW4373
 EW4373                          STATION DESCRIPTION
 EW4373
 EW4373'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4373'AT WOODLAND HILLS.
 EW4373'WIRE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 2 FEET
 EW4373'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF DUMETZ ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4375 ***********************************************************************
 EW4375  DESIGNATION -  06 02160 C OF LA
 EW4375  PID         -  EW4375
 EW4375  STATE/COUNTY-  CA/LOS ANGELES
 EW4375  USGS QUAD   -  CANOGA PARK (1967)
 EW4375
 EW4375                         *CURRENT SURVEY CONTROL
 EW4375  ___________________________________________________________________
 EW4375* NAD 83(1986)-  34 09 31.     (N)    118 36 20.     (W)     SCALED    
 EW4375* NAVD 88     -       288.37   (+/-2cm)     946.1    (feet)  VERTCON   
 EW4375  ___________________________________________________________________
 EW4375  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW4375  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4375
 EW4375.The horizontal coordinates were scaled from a topographic map and have
 EW4375.an estimated accuracy of +/- 6 seconds.
 EW4375
 EW4375.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4375.The vertical order pertains to the NGVD 29 superseded value.
 EW4375
 EW4375.The geoid height was determined by GEOID03.
 EW4375
 EW4375;                    North         East    Units  Estimated Accuracy
 EW4375;SPC CA 5     -   573,230.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4375
 EW4375                          SUPERSEDED SURVEY CONTROL
 EW4375
 EW4375  NGVD 29 (??/??/92)  287.583  (m)          943.51   (f) ADJ UNCH    1 1
 EW4375
 EW4375.Superseded values are not recommended for survey control.
 EW4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4375.See file dsdata.txt to determine how the superseded data were derived.
 EW4375
 EW4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519809(NAD 83)
 EW4375_MARKER: S = SPIKE
 EW4375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4375_SP_SET: CURB
 EW4375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4375
 EW4375  HISTORY     - Date     Condition        Report By
 EW4375  HISTORY     - UNK      MONUMENTED       CA1980
 EW4375  HISTORY     - 1971     GOOD             CA1980
 EW4375
 EW4375                          STATION DESCRIPTION
 EW4375
 EW4375'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4375'AT WOODLAND HILLS.
 EW4375'SQUARE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 21
 EW4375'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF SAN MIGUEL
 EW4375'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4376 ***********************************************************************
 EW4376  DESIGNATION -  06 02220 C OF LA
 EW4376  PID         -  EW4376
 EW4376  STATE/COUNTY-  CA/LOS ANGELES
 EW4376  USGS QUAD   -  CANOGA PARK (1967)
 EW4376
 EW4376                         *CURRENT SURVEY CONTROL
 EW4376  ___________________________________________________________________
 EW4376* NAD 83(1986)-  34 09 36.     (N)    118 36 20.     (W)     SCALED    
 EW4376* NAVD 88     -       285.32   (+/-2cm)     936.1    (feet)  VERTCON   
 EW4376  ___________________________________________________________________
 EW4376  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4376  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4376
 EW4376.The horizontal coordinates were scaled from a topographic map and have
 EW4376.an estimated accuracy of +/- 6 seconds.
 EW4376
 EW4376.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4376.The vertical order pertains to the NGVD 29 superseded value.
 EW4376
 EW4376.The geoid height was determined by GEOID03.
 EW4376
 EW4376;                    North         East    Units  Estimated Accuracy
 EW4376;SPC CA 5     -   573,380.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4376
 EW4376                          SUPERSEDED SURVEY CONTROL
 EW4376
 EW4376  NGVD 29 (??/??/92)  284.530  (m)          933.50   (f) ADJ UNCH    1 1
 EW4376
 EW4376.Superseded values are not recommended for survey control.
 EW4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4376.See file dsdata.txt to determine how the superseded data were derived.
 EW4376
 EW4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520810(NAD 83)
 EW4376_MARKER: S = SPIKE
 EW4376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4376_SP_SET: CURB
 EW4376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4376
 EW4376  HISTORY     - Date     Condition        Report By
 EW4376  HISTORY     - UNK      MONUMENTED       CA1980
 EW4376  HISTORY     - 1971     GOOD             CA1980
 EW4376
 EW4376                          STATION DESCRIPTION
 EW4376
 EW4376'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4376'AT WOODLAND HILLS.
 EW4376'SQUARE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 21
 EW4376'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF VELICATA
 EW4376'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4377 ***********************************************************************
 EW4377  DESIGNATION -  06 02235 C OF LA
 EW4377  PID         -  EW4377
 EW4377  STATE/COUNTY-  CA/LOS ANGELES
 EW4377  USGS QUAD   -  CANOGA PARK (1967)
 EW4377
 EW4377                         *CURRENT SURVEY CONTROL
 EW4377  ___________________________________________________________________
 EW4377* NAD 83(1986)-  34 09 40.     (N)    118 36 20.     (W)     SCALED    
 EW4377* NAVD 88     -       283.47   (+/-2cm)     930.0    (feet)  VERTCON   
 EW4377  ___________________________________________________________________
 EW4377  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4377  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4377
 EW4377.The horizontal coordinates were scaled from a topographic map and have
 EW4377.an estimated accuracy of +/- 6 seconds.
 EW4377
 EW4377.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4377.The vertical order pertains to the NGVD 29 superseded value.
 EW4377
 EW4377.The geoid height was determined by GEOID03.
 EW4377
 EW4377;                    North         East    Units  Estimated Accuracy
 EW4377;SPC CA 5     -   573,500.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4377
 EW4377                          SUPERSEDED SURVEY CONTROL
 EW4377
 EW4377  NGVD 29 (??/??/92)  282.678  (m)          927.42   (f) ADJ UNCH    1 1
 EW4377
 EW4377.Superseded values are not recommended for survey control.
 EW4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4377.See file dsdata.txt to determine how the superseded data were derived.
 EW4377
 EW4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520811(NAD 83)
 EW4377_MARKER: S = SPIKE
 EW4377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4377_SP_SET: CURB
 EW4377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4377
 EW4377  HISTORY     - Date     Condition        Report By
 EW4377  HISTORY     - UNK      MONUMENTED       CA1980
 EW4377  HISTORY     - 1971     GOOD             CA1980
 EW4377
 EW4377                          STATION DESCRIPTION
 EW4377
 EW4377'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4377'AT WOODLAND HILLS.
 EW4377'WIRE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 3.8
 EW4377'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF LOPEZ STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4379 ***********************************************************************
 EW4379  DESIGNATION -  06 02312 C OF LA
 EW4379  PID         -  EW4379
 EW4379  STATE/COUNTY-  CA/LOS ANGELES
 EW4379  USGS QUAD   -  CANOGA PARK (1967)
 EW4379
 EW4379                         *CURRENT SURVEY CONTROL
 EW4379  ___________________________________________________________________
 EW4379* NAD 83(1986)-  34 09 50.     (N)    118 36 19.     (W)     SCALED    
 EW4379* NAVD 88     -       278.82   (+/-2cm)     914.8    (feet)  VERTCON   
 EW4379  ___________________________________________________________________
 EW4379  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4379  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4379
 EW4379.The horizontal coordinates were scaled from a topographic map and have
 EW4379.an estimated accuracy of +/- 6 seconds.
 EW4379
 EW4379.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4379.The vertical order pertains to the NGVD 29 superseded value.
 EW4379
 EW4379.The geoid height was determined by GEOID03.
 EW4379
 EW4379;                    North         East    Units  Estimated Accuracy
 EW4379;SPC CA 5     -   573,810.    1,944,190.      MT  (+/- 180 meters Scaled)
 EW4379
 EW4379                          SUPERSEDED SURVEY CONTROL
 EW4379
 EW4379  NGVD 29 (??/??/92)  278.033  (m)          912.18   (f) ADJ UNCH    1 1
 EW4379
 EW4379.Superseded values are not recommended for survey control.
 EW4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4379.See file dsdata.txt to determine how the superseded data were derived.
 EW4379
 EW4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520814(NAD 83)
 EW4379_MARKER: Z = SEE DESCRIPTION
 EW4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4379+STABILITY: SURFACE MOTION
 EW4379
 EW4379  HISTORY     - Date     Condition        Report By
 EW4379  HISTORY     - UNK      MONUMENTED       CA1980
 EW4379  HISTORY     - 1971     GOOD             CA1980
 EW4379
 EW4379                          STATION DESCRIPTION
 EW4379
 EW4379'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4379'AT WOODLAND HILLS.
 EW4379'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4379'TOPANGA CANYON BOULEVARD AND DE LA GUERRA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4382 ***********************************************************************
 EW4382  DESIGNATION -  06 02405
 EW4382  PID         -  EW4382
 EW4382  STATE/COUNTY-  CA/LOS ANGELES
 EW4382  USGS QUAD   -  CANOGA PARK (1967)
 EW4382
 EW4382                         *CURRENT SURVEY CONTROL
 EW4382  ___________________________________________________________________
 EW4382* NAD 83(1986)-  34 10 11.     (N)    118 36 21.     (W)     SCALED    
 EW4382* NAVD 88     -       270.474  (meters)     887.38   (feet)  READJUSTED
 EW4382  ___________________________________________________________________
 EW4382  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4382  DYNAMIC HT  -         270.190 (meters)     886.45  (feet)  COMP
 EW4382  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 EW4382
 EW4382  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 EW4382
 EW4382.The horizontal coordinates were scaled from a topographic map and have
 EW4382.an estimated accuracy of +/- 6 seconds.
 EW4382
 EW4382.The orthometric height was determined by differential leveling
 EW4382.and adjusted in February 1993.
 EW4382.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 EW4382.distribution rate of 3.1 thru 4.0 mm/km.
 EW4382.The height was derived from older observations constrained to new
 EW4382.heights in a crustal motion area.  The height is approximate in
 EW4382.relation to other heights in its vicinity.
 EW4382
 EW4382.The geoid height was determined by GEOID03.
 EW4382
 EW4382.The dynamic height is computed by dividing the NAVD 88
 EW4382.geopotential number by the normal gravity value computed on the
 EW4382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4382.degrees latitude (g = 980.6199 gals.).
 EW4382
 EW4382.The modeled gravity was interpolated from observed gravity values.
 EW4382
 EW4382;                    North         East    Units  Estimated Accuracy
 EW4382;SPC CA 5     -   574,460.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW4382
 EW4382                          SUPERSEDED SURVEY CONTROL
 EW4382
 EW4382  NGVD 29 (??/??/92)  269.686  (m)          884.79   (f) ADJ UNCH    1 1
 EW4382
 EW4382.Superseded values are not recommended for survey control.
 EW4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4382.See file dsdata.txt to determine how the superseded data were derived.
 EW4382
 EW4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519821(NAD 83)
 EW4382_MARKER: DD = SURVEY DISK
 EW4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4382+STABILITY: SURFACE MOTION
 EW4382
 EW4382  HISTORY     - Date     Condition        Report By
 EW4382  HISTORY     - UNK      MONUMENTED       CADH
 EW4382  HISTORY     - 1968     GOOD
 EW4382  HISTORY     - 1974     GOOD             CA1980
 EW4382  HISTORY     - 1978     GOOD             NGS
 EW4382  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4382
 EW4382                          STATION DESCRIPTION
 EW4382
 EW4382'DESCRIBED 1968
 EW4382'AT LOS ANGELES.
 EW4382'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE APPARENT CENTER
 EW4382'LINE INTERSECTION OF TOPANGA CANYON BOULEVARD AND CLARENDON
 EW4382'STREET.
 EW4382
 EW4382                          STATION RECOVERY (1974)
 EW4382
 EW4382'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4382'RECOVERED IN GOOD CONDITION.
 EW4382
 EW4382                          STATION RECOVERY (1978)
 EW4382
 EW4382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4382'0.1 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE HIGHWAY 101
 EW4382'OVERPASS AT WOODLAND HILLS, IN CONCRETE IN THE CENTER OF THE
 EW4382'INTERSECTION OF CLARENDON STREET.
 EW4382
 EW4382                          STATION RECOVERY (1989)
 EW4382
 EW4382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4383 ***********************************************************************
 EW4383  DESIGNATION -  06 02490 C OF LA
 EW4383  PID         -  EW4383
 EW4383  STATE/COUNTY-  CA/LOS ANGELES
 EW4383  USGS QUAD   -  CANOGA PARK (1967)
 EW4383
 EW4383                         *CURRENT SURVEY CONTROL
 EW4383  ___________________________________________________________________
 EW4383* NAD 83(1986)-  34 10 13.     (N)    118 36 20.     (W)     SCALED    
 EW4383* NAVD 88     -       270.64   (+/-2cm)     887.9    (feet)  VERTCON   
 EW4383  ___________________________________________________________________
 EW4383  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4383  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4383
 EW4383.The horizontal coordinates were scaled from a topographic map and have
 EW4383.an estimated accuracy of +/- 6 seconds.
 EW4383
 EW4383.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4383.The vertical order pertains to the NGVD 29 superseded value.
 EW4383
 EW4383.The geoid height was determined by GEOID03.
 EW4383
 EW4383;                    North         East    Units  Estimated Accuracy
 EW4383;SPC CA 5     -   574,520.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4383
 EW4383                          SUPERSEDED SURVEY CONTROL
 EW4383
 EW4383  NGVD 29 (??/??/92)  269.851  (m)          885.34   (f) ADJ UNCH    1 2
 EW4383
 EW4383.Superseded values are not recommended for survey control.
 EW4383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4383.See file dsdata.txt to determine how the superseded data were derived.
 EW4383
 EW4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520822(NAD 83)
 EW4383_MARKER: S = SPIKE
 EW4383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4383_SP_SET: CURB
 EW4383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4383
 EW4383  HISTORY     - Date     Condition        Report By
 EW4383  HISTORY     - UNK      MONUMENTED       CA1980
 EW4383  HISTORY     - 1968     GOOD             CA1980
 EW4383
 EW4383                          STATION DESCRIPTION
 EW4383
 EW4383'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4383'AT LOS ANGELES.
 EW4383'WIRE SPIKE IN THE NORTH CURB OF CLARENDON STREET, ONE FOOT WEST
 EW4383'OF THE BEGINNING OF CURB RETURN WEST OF TOPANGA CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6643 ***********************************************************************
 EW6643  DESIGNATION -  06 02500 C OF LA
 EW6643  PID         -  EW6643
 EW6643  STATE/COUNTY-  CA/LOS ANGELES
 EW6643  USGS QUAD   -  CANOGA PARK (1967)
 EW6643
 EW6643                         *CURRENT SURVEY CONTROL
 EW6643  ___________________________________________________________________
 EW6643* NAD 83(1986)-  34 10 20.     (N)    118 36 21.     (W)     SCALED    
 EW6643* NAVD 88     -       267.08   (+/-2cm)     876.2    (feet)  VERTCON   
 EW6643  ___________________________________________________________________
 EW6643  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW6643  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6643
 EW6643.The horizontal coordinates were scaled from a topographic map and have
 EW6643.an estimated accuracy of +/- 6 seconds.
 EW6643
 EW6643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6643.The vertical order pertains to the NGVD 29 superseded value.
 EW6643
 EW6643.The geoid height was determined by GEOID03.
 EW6643
 EW6643;                    North         East    Units  Estimated Accuracy
 EW6643;SPC CA 5     -   574,740.    1,944,150.      MT  (+/- 180 meters Scaled)
 EW6643
 EW6643                          SUPERSEDED SURVEY CONTROL
 EW6643
 EW6643  NGVD 29 (??/??/92)  266.297  (m)          873.68   (f) ADJ UNCH    1 1
 EW6643
 EW6643.Superseded values are not recommended for survey control.
 EW6643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6643.See file dsdata.txt to determine how the superseded data were derived.
 EW6643
 EW6643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519824(NAD 83)
 EW6643_MARKER: DD = SURVEY DISK
 EW6643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6643_SP_SET: IN CONCRETE
 EW6643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6643
 EW6643  HISTORY     - Date     Condition        Report By
 EW6643  HISTORY     - UNK      MONUMENTED       CADH
 EW6643  HISTORY     - 1968     GOOD
 EW6643  HISTORY     - 1974     GOOD             CA1980
 EW6643  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW6643
 EW6643                          STATION DESCRIPTION
 EW6643
 EW6643'DESCRIBED 1968
 EW6643'AT LOS ANGELES.
 EW6643'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE
 EW6643'INTERSECTION OF TOPANGA CANYON BOULEVARD AND BURBANK BOULEVARD,
 EW6643'ABOUT 350 FEET NORTH OF THE NORTH SIDE OF VENTURA FREEWAY
 EW6643'OVERPASS.  (BURBANK BOULEVARD TO THE WEST IS NOW THE ACCESS
 EW6643'ROAD TO THE ON-RAMP OF VENTURA FREEWAY WEST BOUND.)
 EW6643
 EW6643                          STATION RECOVERY (1974)
 EW6643
 EW6643'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW6643'RECOVERED IN GOOD CONDITION.
 EW6643
 EW6643                          STATION RECOVERY (1978)
 EW6643
 EW6643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6628 ***********************************************************************
 EW6628  DESIGNATION -  06 02520
 EW6628  PID         -  EW6628
 EW6628  STATE/COUNTY-  CA/LOS ANGELES
 EW6628  USGS QUAD   -  CANOGA PARK (1967)
 EW6628
 EW6628                         *CURRENT SURVEY CONTROL
 EW6628  ___________________________________________________________________
 EW6628* NAD 83(1986)-  34 10 21.     (N)    118 36 20.     (W)     SCALED    
 EW6628* NAVD 88     -       267.155  (meters)     876.49   (feet)  READJUSTED
 EW6628  ___________________________________________________________________
 EW6628  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW6628  DYNAMIC HT  -         266.870 (meters)     875.56  (feet)  COMP
 EW6628  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 EW6628
 EW6628  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW6628
 EW6628.The horizontal coordinates were scaled from a topographic map and have
 EW6628.an estimated accuracy of +/- 6 seconds.
 EW6628
 EW6628.The orthometric height was determined by differential leveling
 EW6628.and adjusted in February 1993.
 EW6628.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW6628.distribution rate of 2.1 thru 3.0 mm/km.
 EW6628.The height was derived from older observations constrained to new
 EW6628.heights in a crustal motion area.  The height is approximate in
 EW6628.relation to other heights in its vicinity.
 EW6628
 EW6628.The geoid height was determined by GEOID03.
 EW6628
 EW6628.The dynamic height is computed by dividing the NAVD 88
 EW6628.geopotential number by the normal gravity value computed on the
 EW6628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6628.degrees latitude (g = 980.6199 gals.).
 EW6628
 EW6628.The modeled gravity was interpolated from observed gravity values.
 EW6628
 EW6628;                    North         East    Units  Estimated Accuracy
 EW6628;SPC CA 5     -   574,770.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW6628
 EW6628                          SUPERSEDED SURVEY CONTROL
 EW6628
 EW6628  NGVD 29 (??/??/92)  266.366  (m)          873.90   (f) ADJ UNCH    1 1
 EW6628
 EW6628.Superseded values are not recommended for survey control.
 EW6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6628.See file dsdata.txt to determine how the superseded data were derived.
 EW6628
 EW6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520824(NAD 83)
 EW6628_MARKER: DD = SURVEY DISK
 EW6628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6628_SP_SET: CONCRETE POST
 EW6628_MARK LOGO: CA1980
 EW6628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6628+STABILITY: SURFACE MOTION
 EW6628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6628+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 EW6628
 EW6628  HISTORY     - Date     Condition        Report By
 EW6628  HISTORY     - UNK      MONUMENTED       CA1980
 EW6628  HISTORY     - 1968     GOOD             CA1980
 EW6628  HISTORY     - 1974     GOOD             CA1980
 EW6628  HISTORY     - 1978     GOOD             NGS
 EW6628  HISTORY     - 19890518 GOOD             NGS
 EW6628
 EW6628                          STATION DESCRIPTION
 EW6628
 EW6628'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6628'AT LOS ANGELES.
 EW6628'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TOPANGA CANYON
 EW6628'BOULEVARD, 1310 FEET NORTH OF THE CENTER LINE OF VENTURA
 EW6628'BOULEVARD, ABOUT 61 FEET NORTH OF THE CENTER LINE OF BURBANK
 EW6628'BOULEVARD.
 EW6628
 EW6628                          STATION RECOVERY (1974)
 EW6628
 EW6628'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW6628'RECOVERED IN GOOD CONDITION.
 EW6628
 EW6628                          STATION RECOVERY (1978)
 EW6628
 EW6628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6628'0.1 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE U.S. HIGHWAY
 EW6628'101 OVERPASS AT WOODLAND HILLS, 61 FT. NORTH OF THE CENTER OF THE
 EW6628'JUNCTION OF BURBANK BOULEVARD, 15 FT. WEST OF THE WEST EDGE OF THE
 EW6628'MEDIAN ISLAND, UNDER A CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
 EW6628
 EW6628                          STATION RECOVERY (1989)
 EW6628
 EW6628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4385 ***********************************************************************
 EW4385  DESIGNATION -  06 02550 C OF LA
 EW4385  PID         -  EW4385
 EW4385  STATE/COUNTY-  CA/LOS ANGELES
 EW4385  USGS QUAD   -  CANOGA PARK (1967)
 EW4385
 EW4385                         *CURRENT SURVEY CONTROL
 EW4385  ___________________________________________________________________
 EW4385* NAD 83(1986)-  34 10 35.     (N)    118 36 19.     (W)     SCALED    
 EW4385* NAVD 88     -       261.86   (+/-2cm)     859.1    (feet)  VERTCON   
 EW4385  ___________________________________________________________________
 EW4385  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4385  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4385
 EW4385.The horizontal coordinates were scaled from a topographic map and have
 EW4385.an estimated accuracy of +/- 6 seconds.
 EW4385
 EW4385.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4385.The vertical order pertains to the NGVD 29 superseded value.
 EW4385
 EW4385.The geoid height was determined by GEOID03.
 EW4385
 EW4385;                    North         East    Units  Estimated Accuracy
 EW4385;SPC CA 5     -   575,200.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4385
 EW4385                          SUPERSEDED SURVEY CONTROL
 EW4385
 EW4385  NGVD 29 (??/??/92)  261.07   (m)          856.5    (f) COMPUTED    1 2
 EW4385
 EW4385.Superseded values are not recommended for survey control.
 EW4385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4385.See file dsdata.txt to determine how the superseded data were derived.
 EW4385
 EW4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520828(NAD 83)
 EW4385_MARKER: Z = SEE DESCRIPTION
 EW4385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4385+STABILITY: SURFACE MOTION
 EW4385
 EW4385  HISTORY     - Date     Condition        Report By
 EW4385  HISTORY     - UNK      MONUMENTED       CA1980
 EW4385  HISTORY     - 1968     GOOD             CA1980
 EW4385  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4385
 EW4385                          STATION DESCRIPTION
 EW4385
 EW4385'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4385'AT LOS ANGELES.
 EW4385'STANDARD SURVEY MONUMENT IN TOPANGA CANYON BOULEVARD, 94.2 FEET
 EW4385'NORTHWESTERLY FROM THE CENTER LINE POINT OF INTERSECTION OF THE
 EW4385'FIRST CURVE NORTH OF BURBANK BOULEVARD, 35 FEET WEST OF THE
 EW4385'CENTER LINE TANGENT, FROM THE SOUTH, PRODUCED NORTHERLY 87.5 FEET
 EW4385'FROM THE AFOREMENTIONED POINT OF INTERSECTION, 4 FEET NORTHWEST
 EW4385'OF POWER POLE 300982M.
 EW4385
 EW4385                          STATION RECOVERY (1978)
 EW4385
 EW4385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4388 ***********************************************************************
 EW4388  DESIGNATION -  06 02580 C OF LA
 EW4388  PID         -  EW4388
 EW4388  STATE/COUNTY-  CA/LOS ANGELES
 EW4388  USGS QUAD   -  CANOGA PARK (1967)
 EW4388
 EW4388                         *CURRENT SURVEY CONTROL
 EW4388  ___________________________________________________________________
 EW4388* NAD 83(1986)-  34 10 47.     (N)    118 36 19.     (W)     SCALED    
 EW4388* NAVD 88     -       254.77   (+/-2cm)     835.9    (feet)  VERTCON   
 EW4388  ___________________________________________________________________
 EW4388  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4388  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4388
 EW4388.The horizontal coordinates were scaled from a topographic map and have
 EW4388.an estimated accuracy of +/- 6 seconds.
 EW4388
 EW4388.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4388.The vertical order pertains to the NGVD 29 superseded value.
 EW4388
 EW4388.The geoid height was determined by GEOID03.
 EW4388
 EW4388;                    North         East    Units  Estimated Accuracy
 EW4388;SPC CA 5     -   575,570.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4388
 EW4388                          SUPERSEDED SURVEY CONTROL
 EW4388
 EW4388  NGVD 29 (??/??/92)  253.987  (m)          833.29   (f) ADJ UNCH    1 2
 EW4388
 EW4388.Superseded values are not recommended for survey control.
 EW4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4388.See file dsdata.txt to determine how the superseded data were derived.
 EW4388
 EW4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520832(NAD 83)
 EW4388_MARKER: Z = SEE DESCRIPTION
 EW4388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4388_SP_SET: IN CONCRETE
 EW4388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4388
 EW4388  HISTORY     - Date     Condition        Report By
 EW4388  HISTORY     - UNK      MONUMENTED       CA1980
 EW4388  HISTORY     - 1968     GOOD             CA1980
 EW4388  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4388
 EW4388                          STATION DESCRIPTION
 EW4388
 EW4388'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4388'AT LOS ANGELES.
 EW4388'STANDARD SURVEY MONUMENT ON THE CENTER LINE TANGENT PRODUCED
 EW4388'FROM THE NORTH OF TOPANGA CANYON BOULEVARD, 108.0 FEET SOUTH
 EW4388'OF THE CENTER LINE POINT OF INTERSECTION OF THE FIRST CURVE
 EW4388'NORTH OF OXNARD STREET, 36.5 FEET WEST OF THE WEST CURB LINE
 EW4388'OF TOPANGA CANYON BOULEVARD.
 EW4388
 EW4388                          STATION RECOVERY (1978)
 EW4388
 EW4388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4390 ***********************************************************************
 EW4390  DESIGNATION -  06 02610
 EW4390  PID         -  EW4390
 EW4390  STATE/COUNTY-  CA/LOS ANGELES
 EW4390  USGS QUAD   -  CANOGA PARK (1967)
 EW4390
 EW4390                         *CURRENT SURVEY CONTROL
 EW4390  ___________________________________________________________________
 EW4390* NAD 83(1986)-  34 10 58.     (N)    118 36 21.     (W)     SCALED    
 EW4390* NAVD 88     -       250.476  (meters)     821.77   (feet)  ADJUSTED  
 EW4390  ___________________________________________________________________
 EW4390  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4390  DYNAMIC HT  -         250.209 (meters)     820.89  (feet)  COMP
 EW4390  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 EW4390
 EW4390  VERT ORDER  -  FIRST     CLASS I
 EW4390
 EW4390.The horizontal coordinates were scaled from a topographic map and have
 EW4390.an estimated accuracy of +/- 6 seconds.
 EW4390
 EW4390.The orthometric height was determined by differential leveling
 EW4390.and adjusted in June 1995.
 EW4390.WARNING-Repeat measurements at this control monument indicate possible
 EW4390.vertical movement.
 EW4390
 EW4390.The geoid height was determined by GEOID03.
 EW4390
 EW4390.The dynamic height is computed by dividing the NAVD 88
 EW4390.geopotential number by the normal gravity value computed on the
 EW4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4390.degrees latitude (g = 980.6199 gals.).
 EW4390
 EW4390.The modeled gravity was interpolated from observed gravity values.
 EW4390
 EW4390;                    North         East    Units  Estimated Accuracy
 EW4390;SPC CA 5     -   575,910.    1,944,150.      MT  (+/- 180 meters Scaled)
 EW4390
 EW4390                          SUPERSEDED SURVEY CONTROL
 EW4390
 EW4390  NAVD 88 (10/28/92)  250.464  (m)          821.73   (f) UNKNOWN     1 1
 EW4390  NGVD 29 (??/??/92)  249.680  (m)          819.16   (f) ADJ UNCH    1 1
 EW4390
 EW4390.Superseded values are not recommended for survey control.
 EW4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4390.See file dsdata.txt to determine how the superseded data were derived.
 EW4390
 EW4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520835(NAD 83)
 EW4390_MARKER: B = BOLT
 EW4390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4390_SP_SET: CONCRETE POST
 EW4390_MARK LOGO: NONE  
 EW4390_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4390+STABILITY: SURFACE MOTION
 EW4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4390+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4390
 EW4390  HISTORY     - Date     Condition        Report By
 EW4390  HISTORY     - UNK      MONUMENTED       CA1980
 EW4390  HISTORY     - 1968     GOOD             CA1980
 EW4390  HISTORY     - 1974     GOOD             CA1980
 EW4390  HISTORY     - 1978     GOOD             NGS
 EW4390  HISTORY     - 19890516 GOOD             NGS
 EW4390  HISTORY     - 19940613 GOOD             NGS
 EW4390
 EW4390                          STATION DESCRIPTION
 EW4390
 EW4390'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4390'AT LOS ANGELES.
 EW4390'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TOPANGA CANYON
 EW4390'BOULEVARD, 0.25 MILES NORTH OF THE CENTER LINE OF OXNARD STREET,
 EW4390'ON THE APPARENT CENTER LINE OF ERWIN STREET.
 EW4390
 EW4390                          STATION RECOVERY (1974)
 EW4390
 EW4390'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4390'RECOVERED IN GOOD CONDITION.
 EW4390
 EW4390                          STATION RECOVERY (1978)
 EW4390
 EW4390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4390'1.3 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE INTERSECTION OF
 EW4390'SHERMAN WAY AT CANOGA PARK, IN THE CENTER OF THE INTERSECTIONS OF
 EW4390'TOPANGA CANYON BOULEVARD AND ERWIN STREET, 0.25 MILE NORTH OF
 EW4390'OXNARD STREET, COVERED BY A CITY OF LOS ANGELES CAST IRON CAP.
 EW4390
 EW4390                          STATION RECOVERY (1989)
 EW4390
 EW4390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4390'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW4390'(1.0 FT) BELOW THE LEVEL OF THE STREET.
 EW4390
 EW4390                          STATION RECOVERY (1994)
 EW4390
 EW4390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4390'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4390'CANOGA PARK, THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4390'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 7.8 M
 EW4390'(25.6 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EW4390'6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4390'HIGHWAY, 1.0 M (3.3 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 EW4390'OF ERWIN STREET, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 EW4390'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN
 EW4390'8-INCH METAL COVER CAST CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4391 ***********************************************************************
 EW4391  DESIGNATION -  06 02638 C OF LA
 EW4391  PID         -  EW4391
 EW4391  STATE/COUNTY-  CA/LOS ANGELES
 EW4391  USGS QUAD   -  CANOGA PARK (1967)
 EW4391
 EW4391                         *CURRENT SURVEY CONTROL
 EW4391  ___________________________________________________________________
 EW4391* NAD 83(1986)-  34 11 12.     (N)    118 36 19.     (W)     SCALED    
 EW4391* NAVD 88     -       246.81   (+/-2cm)     809.7    (feet)  VERTCON   
 EW4391  ___________________________________________________________________
 EW4391  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4391  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4391
 EW4391.The horizontal coordinates were scaled from a topographic map and have
 EW4391.an estimated accuracy of +/- 6 seconds.
 EW4391
 EW4391.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4391.The vertical order pertains to the NGVD 29 superseded value.
 EW4391
 EW4391.The geoid height was determined by GEOID03.
 EW4391
 EW4391;                    North         East    Units  Estimated Accuracy
 EW4391;SPC CA 5     -   576,340.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4391
 EW4391                          SUPERSEDED SURVEY CONTROL
 EW4391
 EW4391  NGVD 29 (??/??/92)  246.03   (m)          807.2    (f) COMPUTED    1 1
 EW4391
 EW4391.Superseded values are not recommended for survey control.
 EW4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4391.See file dsdata.txt to determine how the superseded data were derived.
 EW4391
 EW4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520840(NAD 83)
 EW4391_MARKER: DD = SURVEY DISK
 EW4391_SETTING: 0 = UNSPECIFIED SETTING
 EW4391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4391
 EW4391  HISTORY     - Date     Condition        Report By
 EW4391  HISTORY     - UNK      MONUMENTED       CA1980
 EW4391  HISTORY     - 1968     GOOD             CA1980
 EW4391
 EW4391                          STATION DESCRIPTION
 EW4391
 EW4391'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4391'AT LOS ANGELES.
 EW4391'IN VICINITY OF TOPANGA CANYON ROAD AND VICTORY BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4392 ***********************************************************************
 EW4392  DESIGNATION -  06 02640 C OF LA
 EW4392  PID         -  EW4392
 EW4392  STATE/COUNTY-  CA/LOS ANGELES
 EW4392  USGS QUAD   -  CANOGA PARK (1967)
 EW4392
 EW4392                         *CURRENT SURVEY CONTROL
 EW4392  ___________________________________________________________________
 EW4392* NAD 83(1986)-  34 11 12.     (N)    118 36 22.     (W)     SCALED    
 EW4392* NAVD 88     -       246.72   (+/-2cm)     809.4    (feet)  VERTCON   
 EW4392  ___________________________________________________________________
 EW4392  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4392  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4392
 EW4392.The horizontal coordinates were scaled from a topographic map and have
 EW4392.an estimated accuracy of +/- 6 seconds.
 EW4392
 EW4392.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4392.The vertical order pertains to the NGVD 29 superseded value.
 EW4392
 EW4392.The geoid height was determined by GEOID03.
 EW4392
 EW4392;                    North         East    Units  Estimated Accuracy
 EW4392;SPC CA 5     -   576,340.    1,944,130.      MT  (+/- 180 meters Scaled)
 EW4392
 EW4392                          SUPERSEDED SURVEY CONTROL
 EW4392
 EW4392  NGVD 29 (??/??/92)  245.936  (m)          806.88   (f) ADJ UNCH    1 2
 EW4392
 EW4392.Superseded values are not recommended for survey control.
 EW4392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4392.See file dsdata.txt to determine how the superseded data were derived.
 EW4392
 EW4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519840(NAD 83)
 EW4392_MARKER: Z = SEE DESCRIPTION
 EW4392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4392+STABILITY: SURFACE MOTION
 EW4392
 EW4392  HISTORY     - Date     Condition        Report By
 EW4392  HISTORY     - UNK      MONUMENTED       CA1980
 EW4392  HISTORY     - 1968     GOOD             CA1980
 EW4392  HISTORY     - 1971     GOOD             CA1980
 EW4392  HISTORY     - 1978     GOOD             NGS
 EW4392
 EW4392                          STATION DESCRIPTION
 EW4392
 EW4392'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4392'AT LOS ANGELES.
 EW4392'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TOPANGA CANYON
 EW4392'BOULEVARD, 210 FEET SOUTH OF THE CENTER LINE OF VICTORY BOULEVARD,
 EW4392'29.5 FEET NORTH OF THE NORTH LINE OF THE TOPANGA THEATER.
 EW4392
 EW4392                          STATION RECOVERY (1971)
 EW4392
 EW4392'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4392'RECOVERED IN GOOD CONDITION.
 EW4392
 EW4392                          STATION RECOVERY (1978)
 EW4392
 EW4392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4392'1.0 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4392'SHERMAN WAY AT CANOGA PARK, 210 FT. SOUTH OF THE CENTER LINE OF
 EW4392'VICTORY BOULEVARD, 30 FT. NORTH OF THE EXTENSION OF THE NORTH PROPERTY
 EW4392'LINE OF THE TOPANGA THEATER, IN THE CENTER OF THE MEDIAN, UNDER
 EW4392'A CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7012 ***********************************************************************
 EW7012  DESIGNATION -  06 02644
 EW7012  PID         -  EW7012
 EW7012  STATE/COUNTY-  CA/LOS ANGELES
 EW7012  USGS QUAD   -  CANOGA PARK (1967)
 EW7012
 EW7012                         *CURRENT SURVEY CONTROL
 EW7012  ___________________________________________________________________
 EW7012* NAD 83(1986)-  34 11 13.     (N)    118 36 21.     (W)     SCALED    
 EW7012* NAVD 88     -       246.753  (meters)     809.56   (feet)  ADJUSTED  
 EW7012  ___________________________________________________________________
 EW7012  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW7012  DYNAMIC HT  -         246.490 (meters)     808.69  (feet)  COMP
 EW7012  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 EW7012
 EW7012  VERT ORDER  -  FIRST     CLASS I
 EW7012
 EW7012.The horizontal coordinates were scaled from a topographic map and have
 EW7012.an estimated accuracy of +/- 6 seconds.
 EW7012
 EW7012.The orthometric height was determined by differential leveling
 EW7012.and adjusted in June 1995.
 EW7012
 EW7012.The geoid height was determined by GEOID03.
 EW7012
 EW7012.The dynamic height is computed by dividing the NAVD 88
 EW7012.geopotential number by the normal gravity value computed on the
 EW7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7012.degrees latitude (g = 980.6199 gals.).
 EW7012
 EW7012.The modeled gravity was interpolated from observed gravity values.
 EW7012
 EW7012;                    North         East    Units  Estimated Accuracy
 EW7012;SPC CA 5     -   576,370.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW7012
 EW7012                          SUPERSEDED SURVEY CONTROL
 EW7012
 EW7012  NAVD 88 (10/28/92)  246.723  (m)          809.46   (f) UNKNOWN     1 1
 EW7012
 EW7012.Superseded values are not recommended for survey control.
 EW7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7012.See file dsdata.txt to determine how the superseded data were derived.
 EW7012
 EW7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520840(NAD 83)
 EW7012_MARKER: DD = SURVEY DISK
 EW7012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW7012_SP_SET: CONCRETE POST
 EW7012_MARK LOGO: CA1980
 EW7012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EW7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7012+STABILITY: SURFACE MOTION
 EW7012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW7012+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW7012
 EW7012  HISTORY     - Date     Condition        Report By
 EW7012  HISTORY     - UNK      MONUMENTED       CA1980
 EW7012  HISTORY     - 1978     GOOD             NGS
 EW7012  HISTORY     - 19890516 GOOD             NGS
 EW7012  HISTORY     - 19940613 GOOD             NGS
 EW7012
 EW7012                          STATION DESCRIPTION
 EW7012
 EW7012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW7012'1.0 MI SOUTH FROM CANOGA PARK.
 EW7012'1.0 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW7012'SHERMAN WAY AT CANOGA PARK, ON THE CENTER LINE INTERSECTION OF
 EW7012'TOPANGA CANYON BOULEVARD AND VICTORY BOULEVARD.  A LOS ANGELES CITY
 EW7012'SURVEY DISK MON. UNDER AN IRON COVER STAMPED 11-75.
 EW7012
 EW7012                          STATION RECOVERY (1989)
 EW7012
 EW7012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW7012'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW7012'(1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 EW7012
 EW7012                          STATION RECOVERY (1994)
 EW7012
 EW7012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW7012'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW7012'CANOGA PARK, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW7012'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 7.8 M
 EW7012'(25.6 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EW7012'6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW7012'HIGHWAY, 5.2 M (17.1 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND
 EW7012'LANES OF VICTORY BOULEVARD, AND THE MONUMENT IS RECESSED 0.3 M (1.0
 EW7012'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 EW7012'IS THROUGH AN 8-INCH METAL COVER CAST CITY OF L.A. ENGINEERING
 EW7012'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4393 ***********************************************************************
 EW4393  DESIGNATION -  06 02700
 EW4393  PID         -  EW4393
 EW4393  STATE/COUNTY-  CA/LOS ANGELES
 EW4393  USGS QUAD   -  CANOGA PARK (1967)
 EW4393
 EW4393                         *CURRENT SURVEY CONTROL
 EW4393  ___________________________________________________________________
 EW4393* NAD 83(1986)-  34 11 26.     (N)    118 36 21.     (W)     SCALED    
 EW4393* NAVD 88     -       244.946  (meters)     803.63   (feet)  ADJUSTED  
 EW4393  ___________________________________________________________________
 EW4393  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4393  DYNAMIC HT  -         244.685 (meters)     802.77  (feet)  COMP
 EW4393  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 EW4393
 EW4393  VERT ORDER  -  FIRST     CLASS I
 EW4393
 EW4393.The horizontal coordinates were scaled from a topographic map and have
 EW4393.an estimated accuracy of +/- 6 seconds.
 EW4393
 EW4393.The orthometric height was determined by differential leveling
 EW4393.and adjusted in June 1995.
 EW4393
 EW4393.The geoid height was determined by GEOID03.
 EW4393
 EW4393.The dynamic height is computed by dividing the NAVD 88
 EW4393.geopotential number by the normal gravity value computed on the
 EW4393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4393.degrees latitude (g = 980.6199 gals.).
 EW4393
 EW4393.The modeled gravity was interpolated from observed gravity values.
 EW4393
 EW4393;                    North         East    Units  Estimated Accuracy
 EW4393;SPC CA 5     -   576,770.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4393
 EW4393                          SUPERSEDED SURVEY CONTROL
 EW4393
 EW4393  NAVD 88 (10/28/92)  244.915  (m)          803.53   (f) UNKNOWN     1 1
 EW4393  NGVD 29 (??/??/92)  244.129  (m)          800.95   (f) ADJ UNCH    1 1
 EW4393
 EW4393.Superseded values are not recommended for survey control.
 EW4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4393.See file dsdata.txt to determine how the superseded data were derived.
 EW4393
 EW4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520844(NAD 83)
 EW4393_MARKER: B = BOLT
 EW4393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4393_SP_SET: CONCRETE POST
 EW4393_MARK LOGO: NONE  
 EW4393_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4393+STABILITY: SURFACE MOTION
 EW4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4393+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4393
 EW4393  HISTORY     - Date     Condition        Report By
 EW4393  HISTORY     - UNK      MONUMENTED       CA1980
 EW4393  HISTORY     - 1968     GOOD             CA1980
 EW4393  HISTORY     - 1974     GOOD             CA1980
 EW4393  HISTORY     - 1978     GOOD             NGS
 EW4393  HISTORY     - 19890516 GOOD             NGS
 EW4393  HISTORY     - 19940613 GOOD             NGS
 EW4393
 EW4393                          STATION DESCRIPTION
 EW4393
 EW4393'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4393'AT LOS ANGELES.
 EW4393'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TOPANGA CANYON
 EW4393'BOULEVARD, 378.60 FEET SOUTH OF THE CENTER LINE OF KITTRIDGE
 EW4393'STREET.
 EW4393
 EW4393                          STATION RECOVERY (1974)
 EW4393
 EW4393'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4393'RECOVERED IN GOOD CONDITION.
 EW4393
 EW4393                          STATION RECOVERY (1978)
 EW4393
 EW4393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4393'0.7 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE INTERSECTION OF
 EW4393'SHERMAN WAY AT CANOGA PARK, IN THE CENTER OF TOPANGA CANYON
 EW4393'BOULEVARD, 379 FT. SOUTH OF THE CENTER LINE OF RITTRIDGE STREET,
 EW4393'COVERED BY A CITY OF LOS ANGELES ENGINEER CAST IRON CAP.
 EW4393
 EW4393                          STATION RECOVERY (1989)
 EW4393
 EW4393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4393'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--40.9
 EW4393'M (134.2 FT) SOUTH OF THE EXTENDED CENTER OF AN ENTRANCE INTO THE
 EW4393'GREAT WESTERN BANK PARKING LOT, 7.5 M (24.6 FT) WEST OF THE CENTER OF
 EW4393'THE NORTHBOUND LANES OF THE BOULEVARD, AND 0.6 M (2.0 FT) BELOW THE
 EW4393'LEVEL OF THE MEDIAN.
 EW4393
 EW4393                          STATION RECOVERY (1994)
 EW4393
 EW4393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4393'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4393'CANOGA PARK, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4393'(TOPANGA CANYON BOULEVARD) , IN THE MEDIAN OF THE HIGHWAY, 119.4 M
 EW4393'(391.7 FT) SOUTH OF THE CENTER OF KITTRIDGE STREET, 7.8 M (25.6 FT)
 EW4393'WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.1 M (20.0
 EW4393'FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 EW4393'THE MONUMENT IS RECESSED 0.6 M (2.0 FT) BELOW THE LEVEL OF THE MEDIAN.
 EW4393'NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST
 EW4393'CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4394 ***********************************************************************
 EW4394  DESIGNATION -  06 02732 C OF LA
 EW4394  PID         -  EW4394
 EW4394  STATE/COUNTY-  CA/LOS ANGELES
 EW4394  USGS QUAD   -  CANOGA PARK (1967)
 EW4394
 EW4394                         *CURRENT SURVEY CONTROL
 EW4394  ___________________________________________________________________
 EW4394* NAD 83(1986)-  34 11 28.     (N)    118 36 20.     (W)     SCALED    
 EW4394* NAVD 88     -       244.56   (+/-2cm)     802.4    (feet)  VERTCON   
 EW4394  ___________________________________________________________________
 EW4394  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4394  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4394
 EW4394.The horizontal coordinates were scaled from a topographic map and have
 EW4394.an estimated accuracy of +/- 6 seconds.
 EW4394
 EW4394.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4394.The vertical order pertains to the NGVD 29 superseded value.
 EW4394
 EW4394.The geoid height was determined by GEOID03.
 EW4394
 EW4394;                    North         East    Units  Estimated Accuracy
 EW4394;SPC CA 5     -   576,830.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4394
 EW4394                          SUPERSEDED SURVEY CONTROL
 EW4394
 EW4394  NGVD 29 (??/??/92)  243.781  (m)          799.80   (f) ADJ UNCH    1 1
 EW4394
 EW4394.Superseded values are not recommended for survey control.
 EW4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4394.See file dsdata.txt to determine how the superseded data were derived.
 EW4394
 EW4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520845(NAD 83)
 EW4394_MARKER: S = SPIKE
 EW4394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4394_SP_SET: CURB
 EW4394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4394
 EW4394  HISTORY     - Date     Condition        Report By
 EW4394  HISTORY     - UNK      MONUMENTED       CA1980
 EW4394  HISTORY     - 1968     GOOD             CA1980
 EW4394  HISTORY     - 1974     GOOD             CA1980
 EW4394
 EW4394                          STATION DESCRIPTION
 EW4394
 EW4394'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4394'AT LOS ANGELES.
 EW4394'WIRE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 1.8
 EW4394'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF KITTRIDGE
 EW4394'STREET.
 EW4394
 EW4394                          STATION RECOVERY (1974)
 EW4394
 EW4394'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4398 ***********************************************************************
 EW4398  DESIGNATION -  06 02852 C OF LA
 EW4398  PID         -  EW4398
 EW4398  STATE/COUNTY-  CA/LOS ANGELES
 EW4398  USGS QUAD   -  CANOGA PARK (1967)
 EW4398
 EW4398                         *CURRENT SURVEY CONTROL
 EW4398  ___________________________________________________________________
 EW4398* NAD 83(1986)-  34 11 44.     (N)    118 36 20.     (W)     SCALED    
 EW4398* NAVD 88     -       242.67   (+/-2cm)     796.2    (feet)  VERTCON   
 EW4398  ___________________________________________________________________
 EW4398  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW4398  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4398
 EW4398.The horizontal coordinates were scaled from a topographic map and have
 EW4398.an estimated accuracy of +/- 6 seconds.
 EW4398
 EW4398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4398.The vertical order pertains to the NGVD 29 superseded value.
 EW4398
 EW4398.The geoid height was determined by GEOID03.
 EW4398
 EW4398;                    North         East    Units  Estimated Accuracy
 EW4398;SPC CA 5     -   577,320.    1,944,190.      MT  (+/- 180 meters Scaled)
 EW4398
 EW4398                          SUPERSEDED SURVEY CONTROL
 EW4398
 EW4398  NGVD 29 (??/??/92)  241.891  (m)          793.60   (f) ADJ UNCH    1 1
 EW4398
 EW4398.Superseded values are not recommended for survey control.
 EW4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4398.See file dsdata.txt to determine how the superseded data were derived.
 EW4398
 EW4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520850(NAD 83)
 EW4398_MARKER: Z = SEE DESCRIPTION
 EW4398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4398_SP_SET: CURB
 EW4398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4398+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4398
 EW4398  HISTORY     - Date     Condition        Report By
 EW4398  HISTORY     - UNK      MONUMENTED       CA1980
 EW4398  HISTORY     - 1968     GOOD             CA1980
 EW4398  HISTORY     - 1974     GOOD             CA1980
 EW4398  HISTORY     - 20050704 GOOD             USPSQD
 EW4398
 EW4398                          STATION DESCRIPTION
 EW4398
 EW4398'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4398'AT LOS ANGELES.
 EW4398'STEEL PIN IN LEAD IN THE EAST CURB OF TOPANGA CANYON BOULEVARD,
 EW4398'17.7 FEET SOUTH OF THE CENTER LINE OF PAVEMENT PRODUCED EASTERLY,
 EW4398'OF BASSETT STREET.
 EW4398
 EW4398                          STATION RECOVERY (1974)
 EW4398
 EW4398'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4398'RECOVERED IN GOOD CONDITION.
 EW4398
 EW4398                          STATION RECOVERY (2005)
 EW4398
 EW4398'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4400 ***********************************************************************
 EW4400  DESIGNATION -  06 02910
 EW4400  PID         -  EW4400
 EW4400  STATE/COUNTY-  CA/LOS ANGELES
 EW4400  USGS QUAD   -  CANOGA PARK (1967)
 EW4400
 EW4400                         *CURRENT SURVEY CONTROL
 EW4400  ___________________________________________________________________
 EW4400* NAD 83(1986)-  34 11 50.     (N)    118 36 22.     (W)     SCALED    
 EW4400* NAVD 88     -       242.506  (meters)     795.62   (feet)  ADJUSTED  
 EW4400  ___________________________________________________________________
 EW4400  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW4400  DYNAMIC HT  -         242.248 (meters)     794.78  (feet)  COMP
 EW4400  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 EW4400
 EW4400  VERT ORDER  -  FIRST     CLASS I
 EW4400
 EW4400.The horizontal coordinates were scaled from a topographic map and have
 EW4400.an estimated accuracy of +/- 6 seconds.
 EW4400
 EW4400.The orthometric height was determined by differential leveling
 EW4400.and adjusted in June 1995.
 EW4400
 EW4400.The geoid height was determined by GEOID03.
 EW4400
 EW4400.The dynamic height is computed by dividing the NAVD 88
 EW4400.geopotential number by the normal gravity value computed on the
 EW4400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4400.degrees latitude (g = 980.6199 gals.).
 EW4400
 EW4400.The modeled gravity was interpolated from observed gravity values.
 EW4400
 EW4400;                    North         East    Units  Estimated Accuracy
 EW4400;SPC CA 5     -   577,510.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW4400
 EW4400                          SUPERSEDED SURVEY CONTROL
 EW4400
 EW4400  NAVD 88 (10/28/92)  242.462  (m)          795.48   (f) UNKNOWN     1 1
 EW4400  NGVD 29 (??/??/92)  241.675  (m)          792.90   (f) ADJ UNCH    1 1
 EW4400
 EW4400.Superseded values are not recommended for survey control.
 EW4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4400.See file dsdata.txt to determine how the superseded data were derived.
 EW4400
 EW4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520851(NAD 83)
 EW4400_MARKER: B = BOLT
 EW4400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4400_SP_SET: CONCRETE POST
 EW4400_MARK LOGO: NONE  
 EW4400_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4400+STABILITY: SURFACE MOTION
 EW4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4400+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4400
 EW4400  HISTORY     - Date     Condition        Report By
 EW4400  HISTORY     - UNK      MONUMENTED       CA1980
 EW4400  HISTORY     - 1968     GOOD             CA1980
 EW4400  HISTORY     - 1974     GOOD             CA1980
 EW4400  HISTORY     - 1978     GOOD             NGS
 EW4400  HISTORY     - 19890516 GOOD             NGS
 EW4400  HISTORY     - 19940613 GOOD             NGS
 EW4400  HISTORY     - 20050704 GOOD             USPSQD
 EW4400
 EW4400                          STATION DESCRIPTION
 EW4400
 EW4400'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4400'AT LOS ANGELES.
 EW4400'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4400'TOPANGA CANYON BOULEVARD AND HART STREET.
 EW4400
 EW4400                          STATION RECOVERY (1974)
 EW4400
 EW4400'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4400'RECOVERED IN GOOD CONDITION.
 EW4400
 EW4400                          STATION RECOVERY (1978)
 EW4400
 EW4400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4400'0.25 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE INTERSECTION
 EW4400'OF SHERMAN WAY AT CANOGA PARK, IN THE CENTER OF THE INTERSECTION
 EW4400'OF HART STREET COVERED BY CITY OF LOS ANGELES ENGINEER CAST IRON CAP.
 EW4400
 EW4400                          STATION RECOVERY (1989)
 EW4400
 EW4400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4400'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.5 M
 EW4400'(1.6 FT) BELOW THE LEVEL OF THE STREET.
 EW4400
 EW4400                          STATION RECOVERY (1994)
 EW4400
 EW4400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4400'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4400'CANOGA PARK, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4400'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 6.1 M
 EW4400'(20.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4400'HIGHWAY, 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND
 EW4400'LANES OF THE HIGHWAY, ON THE CENTERLINE OF HART STREET, AND THE
 EW4400'MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EW4400'NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST
 EW4400'CITY OF L.A. ENGINEERING MONUMENT.
 EW4400
 EW4400                          STATION RECOVERY (2005)
 EW4400
 EW4400'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4401 ***********************************************************************
 EW4401  DESIGNATION -  06 02970
 EW4401  PID         -  EW4401
 EW4401  STATE/COUNTY-  CA/LOS ANGELES
 EW4401  USGS QUAD   -  CANOGA PARK (1967)
 EW4401
 EW4401                         *CURRENT SURVEY CONTROL
 EW4401  ___________________________________________________________________
 EW4401* NAD 83(1986)-  34 12 04.     (N)    118 36 22.     (W)     SCALED    
 EW4401* NAVD 88     -       244.112  (meters)     800.89   (feet)  ADJUSTED  
 EW4401  ___________________________________________________________________
 EW4401  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW4401  DYNAMIC HT  -         243.851 (meters)     800.03  (feet)  COMP
 EW4401  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 EW4401
 EW4401  VERT ORDER  -  FIRST     CLASS I
 EW4401
 EW4401.The horizontal coordinates were scaled from a topographic map and have
 EW4401.an estimated accuracy of +/- 6 seconds.
 EW4401
 EW4401.The orthometric height was determined by differential leveling
 EW4401.and adjusted in June 1995.
 EW4401
 EW4401.The geoid height was determined by GEOID03.
 EW4401
 EW4401.The dynamic height is computed by dividing the NAVD 88
 EW4401.geopotential number by the normal gravity value computed on the
 EW4401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4401.degrees latitude (g = 980.6199 gals.).
 EW4401
 EW4401.The modeled gravity was interpolated from observed gravity values.
 EW4401
 EW4401;                    North         East    Units  Estimated Accuracy
 EW4401;SPC CA 5     -   577,940.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW4401
 EW4401                          SUPERSEDED SURVEY CONTROL
 EW4401
 EW4401  NAVD 88 (10/28/92)  244.060  (m)          800.72   (f) UNKNOWN     1 1
 EW4401  NGVD 29 (??/??/92)  243.274  (m)          798.14   (f) ADJ UNCH    1 1
 EW4401
 EW4401.Superseded values are not recommended for survey control.
 EW4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4401.See file dsdata.txt to determine how the superseded data were derived.
 EW4401
 EW4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520856(NAD 83)
 EW4401_MARKER: B = BOLT
 EW4401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4401_SP_SET: CONCRETE POST
 EW4401_MARK LOGO: NONE  
 EW4401_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4401+STABILITY: SURFACE MOTION
 EW4401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4401+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4401
 EW4401  HISTORY     - Date     Condition        Report By
 EW4401  HISTORY     - UNK      MONUMENTED       CA1980
 EW4401  HISTORY     - 1968     GOOD             CA1980
 EW4401  HISTORY     - 1974     GOOD             CA1980
 EW4401  HISTORY     - 1978     GOOD             NGS
 EW4401  HISTORY     - 19890516 GOOD             NGS
 EW4401  HISTORY     - 19940613 GOOD             NGS
 EW4401  HISTORY     - 20010511 GOOD             NGS
 EW4401
 EW4401                          STATION DESCRIPTION
 EW4401
 EW4401'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4401'AT LOS ANGELES.
 EW4401'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4401'TOPANGA CANYON BOULEVARD AND SHERMAN WAY.
 EW4401
 EW4401                          STATION RECOVERY (1974)
 EW4401
 EW4401'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4401'RECOVERED IN GOOD CONDITION.
 EW4401
 EW4401                          STATION RECOVERY (1978)
 EW4401
 EW4401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4401'AT CANOGA PARK, IN THE CENTER OF THE JUNCTION OF TOPANGA CANLYON
 EW4401'BOULEVARD AND SHERMAN WAY, UNDER A CITY OF LOS ANGELES ENGINEERS CAST
 EW4401'IRON CAP.
 EW4401
 EW4401                          STATION RECOVERY (1989)
 EW4401
 EW4401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4401'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW4401'(1.0 FT) BELOW THE LEVEL OF SHERMAN WAY.
 EW4401
 EW4401                          STATION RECOVERY (1994)
 EW4401
 EW4401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4401'IN CANOGA PARK, AT THE INTERSECTION OF STATE HIGHWAY 27 (TOPANGA
 EW4401'CANYON BOULEVARD) AND SHERMAN WAY, NEAR THE CENTER OF THE HIGHWAY, 6.4
 EW4401'M (21.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE WAY,
 EW4401'6.2 M (20.3 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4401'HIGHWAY, 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4401'LANES OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 EW4401'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4401'THROUGH AN 8-INCH METAL COVER CAST CITY OF L.A. ENGINEERING MONUMENT.
 EW4401
 EW4401                          STATION RECOVERY (2001)
 EW4401
 EW4401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4401'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4402 ***********************************************************************
 EW4402  DESIGNATION -  06 03005 C OF LA
 EW4402  PID         -  EW4402
 EW4402  STATE/COUNTY-  CA/LOS ANGELES
 EW4402  USGS QUAD   -  CANOGA PARK (1967)
 EW4402
 EW4402                         *CURRENT SURVEY CONTROL
 EW4402  ___________________________________________________________________
 EW4402* NAD 83(1986)-  34 12 10.     (N)    118 36 20.     (W)     SCALED    
 EW4402* NAVD 88     -       244.60   (+/-2cm)     802.5    (feet)  VERTCON   
 EW4402  ___________________________________________________________________
 EW4402  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW4402  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4402
 EW4402.The horizontal coordinates were scaled from a topographic map and have
 EW4402.an estimated accuracy of +/- 6 seconds.
 EW4402
 EW4402.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4402.The vertical order pertains to the NGVD 29 superseded value.
 EW4402
 EW4402.The geoid height was determined by GEOID03.
 EW4402
 EW4402;                    North         East    Units  Estimated Accuracy
 EW4402;SPC CA 5     -   578,120.    1,944,190.      MT  (+/- 180 meters Scaled)
 EW4402
 EW4402                          SUPERSEDED SURVEY CONTROL
 EW4402
 EW4402  NGVD 29 (??/??/92)  243.819  (m)          799.93   (f) ADJ UNCH    1 1
 EW4402
 EW4402.Superseded values are not recommended for survey control.
 EW4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4402.See file dsdata.txt to determine how the superseded data were derived.
 EW4402
 EW4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520858(NAD 83)
 EW4402_MARKER: S = SPIKE
 EW4402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4402_SP_SET: CURB
 EW4402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4402
 EW4402  HISTORY     - Date     Condition        Report By
 EW4402  HISTORY     - UNK      MONUMENTED       CA1980
 EW4402  HISTORY     - 1968     GOOD             CA1980
 EW4402  HISTORY     - 1974     GOOD             CA1980
 EW4402  HISTORY     - 20050704 GOOD             USPSQD
 EW4402
 EW4402                          STATION DESCRIPTION
 EW4402
 EW4402'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4402'AT LOS ANGELES.
 EW4402'WIRE SPIKE IN THE SOUTH CURB OF WYANDOTTE STREET, 2.1 FEET
 EW4402'WEST OF THE BEGINNING OF CURB RETURN WEST OF TOPANGA CANYON
 EW4402'BOULEVARD.
 EW4402
 EW4402                          STATION RECOVERY (1974)
 EW4402
 EW4402'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4402'RECOVERED IN GOOD CONDITION.
 EW4402
 EW4402                          STATION RECOVERY (2005)
 EW4402
 EW4402'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4403 ***********************************************************************
 EW4403  DESIGNATION -  06 03035 C OF LA
 EW4403  PID         -  EW4403
 EW4403  STATE/COUNTY-  CA/LOS ANGELES
 EW4403  USGS QUAD   -  CANOGA PARK (1967)
 EW4403
 EW4403                         *CURRENT SURVEY CONTROL
 EW4403  ___________________________________________________________________
 EW4403* NAD 83(1986)-  34 12 17.     (N)    118 36 20.     (W)     SCALED    
 EW4403* NAVD 88     -       245.46   (+/-2cm)     805.3    (feet)  VERTCON   
 EW4403  ___________________________________________________________________
 EW4403  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW4403  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4403
 EW4403.The horizontal coordinates were scaled from a topographic map and have
 EW4403.an estimated accuracy of +/- 6 seconds.
 EW4403
 EW4403.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4403.The vertical order pertains to the NGVD 29 superseded value.
 EW4403
 EW4403.The geoid height was determined by GEOID03.
 EW4403
 EW4403;                    North         East    Units  Estimated Accuracy
 EW4403;SPC CA 5     -   578,340.    1,944,190.      MT  (+/- 180 meters Scaled)
 EW4403
 EW4403                          SUPERSEDED SURVEY CONTROL
 EW4403
 EW4403  NGVD 29 (??/??/92)  244.681  (m)          802.76   (f) ADJ UNCH    1 1
 EW4403
 EW4403.Superseded values are not recommended for survey control.
 EW4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4403.See file dsdata.txt to determine how the superseded data were derived.
 EW4403
 EW4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520860(NAD 83)
 EW4403_MARKER: S = SPIKE
 EW4403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4403_SP_SET: CURB
 EW4403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4403+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4403
 EW4403  HISTORY     - Date     Condition        Report By
 EW4403  HISTORY     - UNK      MONUMENTED       CA1980
 EW4403  HISTORY     - 1968     GOOD             CA1980
 EW4403  HISTORY     - 1974     GOOD             CA1980
 EW4403  HISTORY     - 20050704 GOOD             USPSQD
 EW4403
 EW4403                          STATION DESCRIPTION
 EW4403
 EW4403'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4403'AT LOS ANGELES.
 EW4403'WIRE SPIKE IN THE NORTH CURB OF VALERIO STREET, 6.5 FEET EAST
 EW4403'OF THE BEGINNING OF CURB RETURN EAST OF TOPANGA CANYON BOULEVARD.
 EW4403
 EW4403                          STATION RECOVERY (1974)
 EW4403
 EW4403'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4403'RECOVERED IN GOOD CONDITION.
 EW4403
 EW4403                          STATION RECOVERY (2005)
 EW4403
 EW4403'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4404 ***********************************************************************
 EW4404  DESIGNATION -  06 03060
 EW4404  PID         -  EW4404
 EW4404  STATE/COUNTY-  CA/LOS ANGELES
 EW4404  USGS QUAD   -  CANOGA PARK (1967)
 EW4404
 EW4404                         *CURRENT SURVEY CONTROL
 EW4404  ___________________________________________________________________
 EW4404* NAD 83(1986)-  34 12 17.     (N)    118 36 22.     (W)     SCALED    
 EW4404* NAVD 88     -       245.595  (meters)     805.76   (feet)  ADJUSTED  
 EW4404  ___________________________________________________________________
 EW4404  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW4404  DYNAMIC HT  -         245.333 (meters)     804.90  (feet)  COMP
 EW4404  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 EW4404  OBS GRAVITY -     979,559.0   (mgal)                       GRAV_OBS
 EW4404
 EW4404  VERT ORDER  -  FIRST     CLASS I
 EW4404
 EW4404.The horizontal coordinates were scaled from a topographic map and have
 EW4404.an estimated accuracy of +/- 6 seconds.
 EW4404
 EW4404.The orthometric height was determined by differential leveling
 EW4404.and adjusted in June 1995.
 EW4404
 EW4404.The geoid height was determined by GEOID03.
 EW4404
 EW4404.The dynamic height is computed by dividing the NAVD 88
 EW4404.geopotential number by the normal gravity value computed on the
 EW4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4404.degrees latitude (g = 980.6199 gals.).
 EW4404
 EW4404.The modeled gravity was interpolated from observed gravity values.
 EW4404.The observed gravity was obtained from relative gravimeter ties
 EW4404.to the IGSN71 gravity network.
 EW4404
 EW4404;                    North         East    Units  Estimated Accuracy
 EW4404;SPC CA 5     -   578,340.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW4404
 EW4404                          SUPERSEDED SURVEY CONTROL
 EW4404
 EW4404  NAVD 88 (10/28/92)  245.555  (m)          805.62   (f) UNKNOWN     1 1
 EW4404  NGVD 29 (??/??/92)  244.768  (m)          803.04   (f) ADJ UNCH    1 1
 EW4404
 EW4404.Superseded values are not recommended for survey control.
 EW4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4404.See file dsdata.txt to determine how the superseded data were derived.
 EW4404
 EW4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520860(NAD 83)
 EW4404_MARKER: B = BOLT
 EW4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4404_SP_SET: CONCRETE POST
 EW4404_MARK LOGO: NONE  
 EW4404_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4404+STABILITY: SURFACE MOTION
 EW4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4404+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4404
 EW4404  HISTORY     - Date     Condition        Report By
 EW4404  HISTORY     - UNK      MONUMENTED       CA1980
 EW4404  HISTORY     - 1968     GOOD             CA1980
 EW4404  HISTORY     - 1974     GOOD             CA1980
 EW4404  HISTORY     - 1978     GOOD             NGS
 EW4404  HISTORY     - 19890516 GOOD             NGS
 EW4404  HISTORY     - 19940613 GOOD             NGS
 EW4404
 EW4404                          STATION DESCRIPTION
 EW4404
 EW4404'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4404'AT LOS ANGELES.
 EW4404'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4404'TOPANGA CANYON BOULEVARD AND VALERIO STREET.
 EW4404
 EW4404                          STATION RECOVERY (1974)
 EW4404
 EW4404'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4404'RECOVERED IN GOOD CONDITION.
 EW4404
 EW4404                          STATION RECOVERY (1978)
 EW4404
 EW4404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4404'0.25 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE INTERSECTION
 EW4404'OF SHERMAN WAY AT CANOGA PARK, IN THE INTERSECTION OF VALERIO
 EW4404'STREET COVERED BY A COUNTY OF LOS ANGELES ENGINEER CAST IRON CAP.
 EW4404
 EW4404                          STATION RECOVERY (1989)
 EW4404
 EW4404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4404'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW4404'(1.0 FT) BELOW THE LEVEL OF THE STREET.
 EW4404
 EW4404                          STATION RECOVERY (1994)
 EW4404
 EW4404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4404'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4404'CANOGA PARK, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4404'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 6.2 M
 EW4404'(20.3 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4404'HIGHWAY, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4404'LANES OF THE HIGHWAY, ON THE CENTERLINE OF VALERIO STREET, AND THE
 EW4404'MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EW4404'NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST
 EW4404'CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4405 ***********************************************************************
 EW4405  DESIGNATION -  06 03095 C OF LA
 EW4405  PID         -  EW4405
 EW4405  STATE/COUNTY-  CA/LOS ANGELES
 EW4405  USGS QUAD   -  CANOGA PARK (1967)
 EW4405
 EW4405                         *CURRENT SURVEY CONTROL
 EW4405  ___________________________________________________________________
 EW4405* NAD 83(1986)-  34 12 24.     (N)    118 36 21.     (W)     SCALED    
 EW4405* NAVD 88     -       246.71   (+/-2cm)     809.4    (feet)  VERTCON   
 EW4405  ___________________________________________________________________
 EW4405  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW4405  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4405
 EW4405.The horizontal coordinates were scaled from a topographic map and have
 EW4405.an estimated accuracy of +/- 6 seconds.
 EW4405
 EW4405.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4405.The vertical order pertains to the NGVD 29 superseded value.
 EW4405
 EW4405.The geoid height was determined by GEOID03.
 EW4405
 EW4405;                    North         East    Units  Estimated Accuracy
 EW4405;SPC CA 5     -   578,560.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4405
 EW4405                          SUPERSEDED SURVEY CONTROL
 EW4405
 EW4405  NGVD 29 (??/??/92)  245.927  (m)          806.85   (f) ADJ UNCH    1 1
 EW4405
 EW4405.Superseded values are not recommended for survey control.
 EW4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4405.See file dsdata.txt to determine how the superseded data were derived.
 EW4405
 EW4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520862(NAD 83)
 EW4405_MARKER: Z = SEE DESCRIPTION
 EW4405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4405_SP_SET: CURB
 EW4405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4405+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4405
 EW4405  HISTORY     - Date     Condition        Report By
 EW4405  HISTORY     - UNK      MONUMENTED       CA1980
 EW4405  HISTORY     - 1968     GOOD             CA1980
 EW4405  HISTORY     - 1974     GOOD             CA1980
 EW4405  HISTORY     - 20050704 GOOD             USPSQD
 EW4405
 EW4405                          STATION DESCRIPTION
 EW4405
 EW4405'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4405'AT LOS ANGELES.
 EW4405'STEEL PIN IN LEAD IN THE SOUTH CURB OF COHASSETT STREET, 12 FEET
 EW4405'EAST OF THE BEGINNING OF CURB RETURN EAST OF TOPANGA CANYON
 EW4405'BOULEVARD.
 EW4405
 EW4405                          STATION RECOVERY (1974)
 EW4405
 EW4405'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4405'RECOVERED IN GOOD CONDITION.
 EW4405
 EW4405                          STATION RECOVERY (2005)
 EW4405
 EW4405'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6629 ***********************************************************************
 EW6629  DESIGNATION -  06 03180 C OF LA
 EW6629  PID         -  EW6629
 EW6629  STATE/COUNTY-  CA/LOS ANGELES
 EW6629  USGS QUAD   -  CANOGA PARK (1967)
 EW6629
 EW6629                         *CURRENT SURVEY CONTROL
 EW6629  ___________________________________________________________________
 EW6629* NAD 83(1986)-  34 12 44.     (N)    118 36 21.     (W)     SCALED    
 EW6629* NAVD 88     -       251.29   (+/-2cm)     824.4    (feet)  VERTCON   
 EW6629  ___________________________________________________________________
 EW6629  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW6629  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6629
 EW6629.The horizontal coordinates were scaled from a topographic map and have
 EW6629.an estimated accuracy of +/- 6 seconds.
 EW6629
 EW6629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6629.The vertical order pertains to the NGVD 29 superseded value.
 EW6629
 EW6629.The geoid height was determined by GEOID03.
 EW6629
 EW6629;                    North         East    Units  Estimated Accuracy
 EW6629;SPC CA 5     -   579,170.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW6629
 EW6629                          SUPERSEDED SURVEY CONTROL
 EW6629
 EW6629  NGVD 29 (??/??/92)  250.505  (m)          821.87   (f) ADJ UNCH    1 1
 EW6629
 EW6629.Superseded values are not recommended for survey control.
 EW6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6629.See file dsdata.txt to determine how the superseded data were derived.
 EW6629
 EW6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520868(NAD 83)
 EW6629_MARKER: Z = SEE DESCRIPTION
 EW6629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6629+STABILITY: SURFACE MOTION
 EW6629
 EW6629  HISTORY     - Date     Condition        Report By
 EW6629  HISTORY     - UNK      MONUMENTED       CA1980
 EW6629  HISTORY     - 1968     GOOD             CA1980
 EW6629  HISTORY     - 1974     GOOD             CA1980
 EW6629  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW6629
 EW6629                          STATION DESCRIPTION
 EW6629
 EW6629'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6629'AT LOS ANGELES.
 EW6629'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TOPANGA CANYON
 EW6629'BOULEVARD, IN FRONT OF HOUSE 7800, 0.25 MILES NORTH OF SATICOY
 EW6629'STREET, 32 FEET SOUTH OF POWER POLE 281631M.
 EW6629
 EW6629                          STATION RECOVERY (1974)
 EW6629
 EW6629'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW6629'RECOVERED IN GOOD CONDITION.
 EW6629
 EW6629                          STATION RECOVERY (1978)
 EW6629
 EW6629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4407 ***********************************************************************
 EW4407  DESIGNATION -  06 03210
 EW4407  PID         -  EW4407
 EW4407  STATE/COUNTY-  CA/LOS ANGELES
 EW4407  USGS QUAD   -  CANOGA PARK (1967)
 EW4407
 EW4407                         *CURRENT SURVEY CONTROL
 EW4407  ___________________________________________________________________
 EW4407* NAD 83(1986)-  34 12 56.     (N)    118 36 22.     (W)     SCALED    
 EW4407* NAVD 88     -       253.099  (meters)     830.38   (feet)  ADJUSTED  
 EW4407  ___________________________________________________________________
 EW4407  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW4407  DYNAMIC HT  -         252.829 (meters)     829.49  (feet)  COMP
 EW4407  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 EW4407
 EW4407  VERT ORDER  -  FIRST     CLASS I
 EW4407
 EW4407.The horizontal coordinates were scaled from a topographic map and have
 EW4407.an estimated accuracy of +/- 6 seconds.
 EW4407
 EW4407.The orthometric height was determined by differential leveling
 EW4407.and adjusted in June 1995.
 EW4407
 EW4407.The geoid height was determined by GEOID03.
 EW4407
 EW4407.The dynamic height is computed by dividing the NAVD 88
 EW4407.geopotential number by the normal gravity value computed on the
 EW4407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4407.degrees latitude (g = 980.6199 gals.).
 EW4407
 EW4407.The modeled gravity was interpolated from observed gravity values.
 EW4407
 EW4407;                    North         East    Units  Estimated Accuracy
 EW4407;SPC CA 5     -   579,540.    1,944,150.      MT  (+/- 180 meters Scaled)
 EW4407
 EW4407                          SUPERSEDED SURVEY CONTROL
 EW4407
 EW4407  NAVD 88 (10/28/92)  253.011  (m)          830.09   (f) UNKNOWN     1 1
 EW4407  NGVD 29 (??/??/92)  252.222  (m)          827.50   (f) ADJ UNCH    1 1
 EW4407
 EW4407.Superseded values are not recommended for survey control.
 EW4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4407.See file dsdata.txt to determine how the superseded data were derived.
 EW4407
 EW4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520872(NAD 83)
 EW4407_MARKER: B = BOLT
 EW4407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4407_SP_SET: CONCRETE POST
 EW4407_MARK LOGO: NONE  
 EW4407_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4407+STABILITY: SURFACE MOTION
 EW4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4407+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4407
 EW4407  HISTORY     - Date     Condition        Report By
 EW4407  HISTORY     - UNK      MONUMENTED       CA1980
 EW4407  HISTORY     - 1968     GOOD             CA1980
 EW4407  HISTORY     - 1974     GOOD             CA1980
 EW4407  HISTORY     - 1978     GOOD             NGS
 EW4407  HISTORY     - 19890516 GOOD             NGS
 EW4407  HISTORY     - 19940613 GOOD             NGS
 EW4407
 EW4407                          STATION DESCRIPTION
 EW4407
 EW4407'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4407'AT LOS ANGELES.
 EW4407'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4407'TOPANGA CANYON BOULEVARD AND STRATHERN STREET.
 EW4407
 EW4407                          STATION RECOVERY (1974)
 EW4407
 EW4407'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4407'RECOVERED IN GOOD CONDITION.
 EW4407
 EW4407                          STATION RECOVERY (1978)
 EW4407
 EW4407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4407'1.0 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE INTERSECTION OF
 EW4407'SHERMAN WAY AT CANOGA PARK, SET IN THE INTERSECTION OF STRATHERN
 EW4407'STREET, COVERED BY A COUNTY OF LOS ANGELES ENGINEER CAP.
 EW4407
 EW4407                          STATION RECOVERY (1989)
 EW4407
 EW4407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4407'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW4407'(1.0 FT) BELOW THE LEVEL OF THE STREET.
 EW4407
 EW4407                          STATION RECOVERY (1994)
 EW4407
 EW4407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4407'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4407'CANOGA PARK, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4407'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 6.3 M
 EW4407'(20.7 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4407'HIGHWAY, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4407'LANES OF THE HIGHWAY, ON THE CENTERLINE OF STRATHERN STREET LEADING
 EW4407'EAST, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE LEVEL OF
 EW4407'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH
 EW4407'METAL COVER CAST CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4408 ***********************************************************************
 EW4408  DESIGNATION -  06 03242 C OF LA
 EW4408  PID         -  EW4408
 EW4408  STATE/COUNTY-  CA/LOS ANGELES
 EW4408  USGS QUAD   -  CANOGA PARK (1967)
 EW4408
 EW4408                         *CURRENT SURVEY CONTROL
 EW4408  ___________________________________________________________________
 EW4408* NAD 83(1986)-  34 12 55.     (N)    118 36 20.     (W)     SCALED    
 EW4408* NAVD 88     -       252.93   (+/-2cm)     829.8    (feet)  VERTCON   
 EW4408  ___________________________________________________________________
 EW4408  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW4408  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4408
 EW4408.The horizontal coordinates were scaled from a topographic map and have
 EW4408.an estimated accuracy of +/- 6 seconds.
 EW4408
 EW4408.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4408.The vertical order pertains to the NGVD 29 superseded value.
 EW4408
 EW4408.The geoid height was determined by GEOID03.
 EW4408
 EW4408;                    North         East    Units  Estimated Accuracy
 EW4408;SPC CA 5     -   579,510.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4408
 EW4408                          SUPERSEDED SURVEY CONTROL
 EW4408
 EW4408  NGVD 29 (??/??/92)  252.140  (m)          827.23   (f) ADJ UNCH    1 1
 EW4408
 EW4408.Superseded values are not recommended for survey control.
 EW4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4408.See file dsdata.txt to determine how the superseded data were derived.
 EW4408
 EW4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520871(NAD 83)
 EW4408_MARKER: S = SPIKE
 EW4408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4408_SP_SET: CURB
 EW4408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4408+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4408
 EW4408  HISTORY     - Date     Condition        Report By
 EW4408  HISTORY     - UNK      MONUMENTED       CA1980
 EW4408  HISTORY     - 1968     GOOD             CA1980
 EW4408  HISTORY     - 1974     GOOD             CA1980
 EW4408  HISTORY     - 20050704 GOOD             USPSQD
 EW4408
 EW4408                          STATION DESCRIPTION
 EW4408
 EW4408'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4408'AT LOS ANGELES.
 EW4408'WIRE SPIKE IN THE EAST CURB OF TOPANGA CANYON BOULEVARD, 3.0
 EW4408'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF STRATHERN
 EW4408'STREET.
 EW4408
 EW4408                          STATION RECOVERY (1974)
 EW4408
 EW4408'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4408'RECOVERED IN GOOD CONDITION.
 EW4408
 EW4408                          STATION RECOVERY (2005)
 EW4408
 EW4408'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4409 ***********************************************************************
 EW4409  DESIGNATION -  06 03272 C OF LA
 EW4409  PID         -  EW4409
 EW4409  STATE/COUNTY-  CA/LOS ANGELES
 EW4409  USGS QUAD   -  CANOGA PARK (1967)
 EW4409
 EW4409                         *CURRENT SURVEY CONTROL
 EW4409  ___________________________________________________________________
 EW4409* NAD 83(1986)-  34 13 03.     (N)    118 36 20.     (W)     SCALED    
 EW4409* NAVD 88     -       253.72   (+/-2cm)     832.4    (feet)  VERTCON   
 EW4409  ___________________________________________________________________
 EW4409  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW4409  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4409
 EW4409.The horizontal coordinates were scaled from a topographic map and have
 EW4409.an estimated accuracy of +/- 6 seconds.
 EW4409
 EW4409.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4409.The vertical order pertains to the NGVD 29 superseded value.
 EW4409
 EW4409.The geoid height was determined by GEOID03.
 EW4409
 EW4409;                    North         East    Units  Estimated Accuracy
 EW4409;SPC CA 5     -   579,760.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4409
 EW4409                          SUPERSEDED SURVEY CONTROL
 EW4409
 EW4409  NGVD 29 (??/??/92)  252.939  (m)          829.85   (f) ADJ UNCH    1 1
 EW4409
 EW4409.Superseded values are not recommended for survey control.
 EW4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4409.See file dsdata.txt to determine how the superseded data were derived.
 EW4409
 EW4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521874(NAD 83)
 EW4409_MARKER: S = SPIKE
 EW4409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4409_SP_SET: CURB
 EW4409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4409+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4409
 EW4409  HISTORY     - Date     Condition        Report By
 EW4409  HISTORY     - UNK      MONUMENTED       CA1980
 EW4409  HISTORY     - 1968     GOOD             CA1980
 EW4409  HISTORY     - 1974     GOOD             CA1980
 EW4409  HISTORY     - 20050704 GOOD             USPSQD
 EW4409
 EW4409                          STATION DESCRIPTION
 EW4409
 EW4409'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4409'AT LOS ANGELES.
 EW4409'WIRE SPIKE IN THE WEST CURB OF TOPANGA CANYON BOULEVARD, 38 FEET
 EW4409'NORTH OF THE PROLONGATION OF THE APPARENT CENTER LINE OF LANARK
 EW4409'STREET.
 EW4409
 EW4409                          STATION RECOVERY (1974)
 EW4409
 EW4409'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4409'RECOVERED IN GOOD CONDITION.
 EW4409
 EW4409                          STATION RECOVERY (2005)
 EW4409
 EW4409'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4409'MARK IS 43 FT (13 M) NORTH OF A FIRE HYDANT AND 24 FT (7 M) S OF THE
 EW4409'SOUTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6630 ***********************************************************************
 EW6630  DESIGNATION -  06 03299 C OF LA
 EW6630  PID         -  EW6630
 EW6630  STATE/COUNTY-  CA/LOS ANGELES
 EW6630  USGS QUAD   -  CANOGA PARK (1967)
 EW6630
 EW6630                         *CURRENT SURVEY CONTROL
 EW6630  ___________________________________________________________________
 EW6630* NAD 83(1986)-  34 13 11.     (N)    118 36 21.     (W)     SCALED    
 EW6630* NAVD 88     -       255.38   (+/-2cm)     837.9    (feet)  VERTCON   
 EW6630  ___________________________________________________________________
 EW6630  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW6630  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6630
 EW6630.The horizontal coordinates were scaled from a topographic map and have
 EW6630.an estimated accuracy of +/- 6 seconds.
 EW6630
 EW6630.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6630.The vertical order pertains to the NGVD 29 superseded value.
 EW6630
 EW6630.The geoid height was determined by GEOID03.
 EW6630
 EW6630;                    North         East    Units  Estimated Accuracy
 EW6630;SPC CA 5     -   580,000.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW6630
 EW6630                          SUPERSEDED SURVEY CONTROL
 EW6630
 EW6630  NGVD 29 (??/??/92)  254.598  (m)          835.29   (f) ADJ UNCH    1 1
 EW6630
 EW6630.Superseded values are not recommended for survey control.
 EW6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6630.See file dsdata.txt to determine how the superseded data were derived.
 EW6630
 EW6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520876(NAD 83)
 EW6630_MARKER: S = SPIKE
 EW6630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6630_SP_SET: CURB
 EW6630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6630
 EW6630  HISTORY     - Date     Condition        Report By
 EW6630  HISTORY     - UNK      MONUMENTED       CA1980
 EW6630  HISTORY     - 1974     GOOD             CA1980
 EW6630
 EW6630                          STATION DESCRIPTION
 EW6630
 EW6630'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW6630'AT LOS ANGELES.
 EW6630'IN S CURB ROSCOE BL, 2 FT W OF BC CURB RET W OF TOPANGA CYN BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4411 ***********************************************************************
 EW4411  DESIGNATION -  06 03332 C OF LA
 EW4411  PID         -  EW4411
 EW4411  STATE/COUNTY-  CA/LOS ANGELES
 EW4411  USGS QUAD   -  CANOGA PARK (1967)
 EW4411
 EW4411                         *CURRENT SURVEY CONTROL
 EW4411  ___________________________________________________________________
 EW4411* NAD 83(1986)-  34 13 16.     (N)    118 36 20.     (W)     SCALED    
 EW4411* NAVD 88     -       255.99   (+/-2cm)     839.9    (feet)  VERTCON   
 EW4411  ___________________________________________________________________
 EW4411  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW4411  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4411
 EW4411.The horizontal coordinates were scaled from a topographic map and have
 EW4411.an estimated accuracy of +/- 6 seconds.
 EW4411
 EW4411.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4411.The vertical order pertains to the NGVD 29 superseded value.
 EW4411
 EW4411.The geoid height was determined by GEOID03.
 EW4411
 EW4411;                    North         East    Units  Estimated Accuracy
 EW4411;SPC CA 5     -   580,160.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4411
 EW4411                          SUPERSEDED SURVEY CONTROL
 EW4411
 EW4411  NGVD 29 (??/??/92)  255.199  (m)          837.27   (f) ADJ UNCH    1 1
 EW4411
 EW4411.Superseded values are not recommended for survey control.
 EW4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4411.See file dsdata.txt to determine how the superseded data were derived.
 EW4411
 EW4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521878(NAD 83)
 EW4411_MARKER: DD = SURVEY DISK
 EW4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4411+STABILITY: SURFACE MOTION
 EW4411
 EW4411  HISTORY     - Date     Condition        Report By
 EW4411  HISTORY     - UNK      MONUMENTED       CADH
 EW4411  HISTORY     - 1968     GOOD
 EW4411  HISTORY     - 1974     GOOD             CA1980
 EW4411  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4411
 EW4411                          STATION DESCRIPTION
 EW4411
 EW4411'DESCRIBED 1968
 EW4411'AT LOS ANGELES.
 EW4411'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE
 EW4411'INTERSECTION OF TOPANGA CANYON BOULEVARD AND SCHOENBORN STREET.
 EW4411
 EW4411                          STATION RECOVERY (1974)
 EW4411
 EW4411'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4411'RECOVERED IN GOOD CONDITION.
 EW4411
 EW4411                          STATION RECOVERY (1978)
 EW4411
 EW4411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4413 ***********************************************************************
 EW4413  DESIGNATION -  06 03362 C OF LA
 EW4413  PID         -  EW4413
 EW4413  STATE/COUNTY-  CA/LOS ANGELES
 EW4413  USGS QUAD   -  CANOGA PARK (1967)
 EW4413
 EW4413                         *CURRENT SURVEY CONTROL
 EW4413  ___________________________________________________________________
 EW4413* NAD 83(1986)-  34 13 28.     (N)    118 36 20.     (W)     SCALED    
 EW4413* NAVD 88     -       258.73   (+/-2cm)     848.9    (feet)  VERTCON   
 EW4413  ___________________________________________________________________
 EW4413  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW4413  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4413
 EW4413.The horizontal coordinates were scaled from a topographic map and have
 EW4413.an estimated accuracy of +/- 6 seconds.
 EW4413
 EW4413.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4413.The vertical order pertains to the NGVD 29 superseded value.
 EW4413
 EW4413.The geoid height was determined by GEOID03.
 EW4413
 EW4413;                    North         East    Units  Estimated Accuracy
 EW4413;SPC CA 5     -   580,530.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4413
 EW4413                          SUPERSEDED SURVEY CONTROL
 EW4413
 EW4413  NGVD 29 (??/??/92)  257.943  (m)          846.27   (f) ADJ UNCH    1 1
 EW4413
 EW4413.Superseded values are not recommended for survey control.
 EW4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4413.See file dsdata.txt to determine how the superseded data were derived.
 EW4413
 EW4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521882(NAD 83)
 EW4413_MARKER: DD = SURVEY DISK
 EW4413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4413+STABILITY: SURFACE MOTION
 EW4413
 EW4413  HISTORY     - Date     Condition        Report By
 EW4413  HISTORY     - UNK      MONUMENTED       CADH
 EW4413  HISTORY     - 1968     GOOD
 EW4413  HISTORY     - 1974     GOOD             CA1980
 EW4413  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4413
 EW4413                          STATION DESCRIPTION
 EW4413
 EW4413'DESCRIBED 1968
 EW4413'AT LOS ANGELES.
 EW4413'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE
 EW4413'INTERSECTION OF TOPANGA CANYON BOULEVARD AND CHASE STREET.
 EW4413
 EW4413                          STATION RECOVERY (1974)
 EW4413
 EW4413'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4413'RECOVERED IN GOOD CONDITION.
 EW4413
 EW4413                          STATION RECOVERY (1978)
 EW4413
 EW4413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4414 ***********************************************************************
 EW4414  DESIGNATION -  06 03388 C OF LA
 EW4414  PID         -  EW4414
 EW4414  STATE/COUNTY-  CA/LOS ANGELES
 EW4414  USGS QUAD   -  CANOGA PARK (1967)
 EW4414
 EW4414                         *CURRENT SURVEY CONTROL
 EW4414  ___________________________________________________________________
 EW4414* NAD 83(1986)-  34 13 35.     (N)    118 36 20.     (W)     SCALED    
 EW4414* NAVD 88     -       260.79   (+/-2cm)     855.6    (feet)  VERTCON   
 EW4414  ___________________________________________________________________
 EW4414  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW4414  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4414
 EW4414.The horizontal coordinates were scaled from a topographic map and have
 EW4414.an estimated accuracy of +/- 6 seconds.
 EW4414
 EW4414.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4414.The vertical order pertains to the NGVD 29 superseded value.
 EW4414
 EW4414.The geoid height was determined by GEOID03.
 EW4414
 EW4414;                    North         East    Units  Estimated Accuracy
 EW4414;SPC CA 5     -   580,740.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4414
 EW4414                          SUPERSEDED SURVEY CONTROL
 EW4414
 EW4414  NGVD 29 (??/??/92)  260.001  (m)          853.02   (f) ADJ UNCH    1 1
 EW4414
 EW4414.Superseded values are not recommended for survey control.
 EW4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4414.See file dsdata.txt to determine how the superseded data were derived.
 EW4414
 EW4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521884(NAD 83)
 EW4414_MARKER: DD = SURVEY DISK
 EW4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4414+STABILITY: SURFACE MOTION
 EW4414
 EW4414  HISTORY     - Date     Condition        Report By
 EW4414  HISTORY     - UNK      MONUMENTED       CADH
 EW4414  HISTORY     - 1968     GOOD
 EW4414  HISTORY     - 1974     GOOD             CA1980
 EW4414  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4414
 EW4414                          STATION DESCRIPTION
 EW4414
 EW4414'DESCRIBED 1968
 EW4414'AT LOS ANGELES.
 EW4414'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT AT SURFACE OF PAVEMENT
 EW4414'IN MEDIAN ISLAND, ON THE CENTER LINE POINT OF COMPOUND CURVE
 EW4414'IN TOPANGA CANYON BOULEVARD, 694.5 FEET NORTH OF THE CENTER
 EW4414'LINE OF CHASE STREET, 5 FEET NORTH OF THE SOUTH LINE OF HOUSE
 EW4414'8558.
 EW4414
 EW4414                          STATION RECOVERY (1974)
 EW4414
 EW4414'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4414'RECOVERED IN GOOD CONDITION.
 EW4414
 EW4414                          STATION RECOVERY (1978)
 EW4414
 EW4414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4414'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4415 ***********************************************************************
 EW4415  DESIGNATION -  06 03422 C OF LA
 EW4415  PID         -  EW4415
 EW4415  STATE/COUNTY-  CA/LOS ANGELES
 EW4415  USGS QUAD   -  CANOGA PARK (1967)
 EW4415
 EW4415                         *CURRENT SURVEY CONTROL
 EW4415  ___________________________________________________________________
 EW4415* NAD 83(1986)-  34 13 41.     (N)    118 36 13.     (W)     SCALED    
 EW4415* NAVD 88     -       264.08   (+/-2cm)     866.4    (feet)  VERTCON   
 EW4415  ___________________________________________________________________
 EW4415  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW4415  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4415
 EW4415.The horizontal coordinates were scaled from a topographic map and have
 EW4415.an estimated accuracy of +/- 6 seconds.
 EW4415
 EW4415.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4415.The vertical order pertains to the NGVD 29 superseded value.
 EW4415
 EW4415.The geoid height was determined by GEOID03.
 EW4415
 EW4415;                    North         East    Units  Estimated Accuracy
 EW4415;SPC CA 5     -   580,930.    1,944,390.      MT  (+/- 180 meters Scaled)
 EW4415
 EW4415                          SUPERSEDED SURVEY CONTROL
 EW4415
 EW4415  NGVD 29 (??/??/92)  263.289  (m)          863.81   (f) ADJ UNCH    1 1
 EW4415
 EW4415.Superseded values are not recommended for survey control.
 EW4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4415.See file dsdata.txt to determine how the superseded data were derived.
 EW4415
 EW4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523886(NAD 83)
 EW4415_MARKER: DD = SURVEY DISK
 EW4415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4415+STABILITY: SURFACE MOTION
 EW4415
 EW4415  HISTORY     - Date     Condition        Report By
 EW4415  HISTORY     - UNK      MONUMENTED       CADH
 EW4415  HISTORY     - 1968     GOOD
 EW4415  HISTORY     - 1974     GOOD             CA1980
 EW4415  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4415
 EW4415                          STATION DESCRIPTION
 EW4415
 EW4415'DESCRIBED 1968
 EW4415'AT LOS ANGELES.
 EW4415'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT AT THE SURFACE IN THE
 EW4415'MEDIAN ISLAND, ON THE CENTER LINE POINT OF REVERSE CURVE IN
 EW4415'TOPANGA CANYON BOULEVARD, 6O.9 FEET SOUTHWEST OF THE CENTER
 EW4415'LINE OF PARTHENIA STREET.
 EW4415
 EW4415                          STATION RECOVERY (1974)
 EW4415
 EW4415'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4415'RECOVERED IN GOOD CONDITION.
 EW4415
 EW4415                          STATION RECOVERY (1978)
 EW4415
 EW4415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4416 ***********************************************************************
 EW4416  DESIGNATION -  06 03450 C OF LA
 EW4416  PID         -  EW4416
 EW4416  STATE/COUNTY-  CA/LOS ANGELES
 EW4416  USGS QUAD   -  CANOGA PARK (1967)
 EW4416
 EW4416                         *CURRENT SURVEY CONTROL
 EW4416  ___________________________________________________________________
 EW4416* NAD 83(1986)-  34 13 47.     (N)    118 36 09.     (W)     SCALED    
 EW4416* NAVD 88     -       266.73   (+/-2cm)     875.1    (feet)  VERTCON   
 EW4416  ___________________________________________________________________
 EW4416  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW4416  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4416
 EW4416.The horizontal coordinates were scaled from a topographic map and have
 EW4416.an estimated accuracy of +/- 6 seconds.
 EW4416
 EW4416.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4416.The vertical order pertains to the NGVD 29 superseded value.
 EW4416
 EW4416.The geoid height was determined by GEOID03.
 EW4416
 EW4416;                    North         East    Units  Estimated Accuracy
 EW4416;SPC CA 5     -   581,110.    1,944,490.      MT  (+/- 180 meters Scaled)
 EW4416
 EW4416                          SUPERSEDED SURVEY CONTROL
 EW4416
 EW4416  NGVD 29 (??/??/92)  265.941  (m)          872.51   (f) ADJ UNCH    1 1
 EW4416
 EW4416.Superseded values are not recommended for survey control.
 EW4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4416.See file dsdata.txt to determine how the superseded data were derived.
 EW4416
 EW4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524887(NAD 83)
 EW4416_MARKER: Z = SEE DESCRIPTION
 EW4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4416+STABILITY: SURFACE MOTION
 EW4416
 EW4416  HISTORY     - Date     Condition        Report By
 EW4416  HISTORY     - UNK      MONUMENTED       CA1980
 EW4416  HISTORY     - 1968     GOOD             CA1980
 EW4416  HISTORY     - 1974     GOOD             CA1980
 EW4416  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4416
 EW4416                          STATION DESCRIPTION
 EW4416
 EW4416'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4416'AT LOS ANGELES.
 EW4416'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT ON CURVE IN
 EW4416'TOPANGA CANYON BOULEVARD, ABOUT 640 FEET NORTHEAST OF THE CENTER
 EW4416'LINE OF PARTHENIA STREET, OPPOSITE FIRE HYDRANT LOCATED NEAR
 EW4416'NORTH PROPERTY LINE OF APARTMENT BUILDING 8740.
 EW4416
 EW4416                          STATION RECOVERY (1974)
 EW4416
 EW4416'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4416'RECOVERED IN GOOD CONDITION.
 EW4416
 EW4416                          STATION RECOVERY (1978)
 EW4416
 EW4416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4417 ***********************************************************************
 EW4417  DESIGNATION -  06 03483 C OF LA
 EW4417  PID         -  EW4417
 EW4417  STATE/COUNTY-  CA/LOS ANGELES
 EW4417  USGS QUAD   -  CANOGA PARK (1967)
 EW4417
 EW4417                         *CURRENT SURVEY CONTROL
 EW4417  ___________________________________________________________________
 EW4417* NAD 83(1986)-  34 13 54.     (N)    118 36 09.     (W)     SCALED    
 EW4417* NAVD 88     -       268.91   (+/-2cm)     882.2    (feet)  VERTCON   
 EW4417  ___________________________________________________________________
 EW4417  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW4417  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4417
 EW4417.The horizontal coordinates were scaled from a topographic map and have
 EW4417.an estimated accuracy of +/- 6 seconds.
 EW4417
 EW4417.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4417.The vertical order pertains to the NGVD 29 superseded value.
 EW4417
 EW4417.The geoid height was determined by GEOID03.
 EW4417
 EW4417;                    North         East    Units  Estimated Accuracy
 EW4417;SPC CA 5     -   581,330.    1,944,490.      MT  (+/- 180 meters Scaled)
 EW4417
 EW4417                          SUPERSEDED SURVEY CONTROL
 EW4417
 EW4417  NGVD 29 (??/??/92)  268.117  (m)          879.65   (f) ADJ UNCH    1 1
 EW4417
 EW4417.Superseded values are not recommended for survey control.
 EW4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4417.See file dsdata.txt to determine how the superseded data were derived.
 EW4417
 EW4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524890(NAD 83)
 EW4417_MARKER: S = SPIKE
 EW4417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4417_SP_SET: CURB
 EW4417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4417
 EW4417  HISTORY     - Date     Condition        Report By
 EW4417  HISTORY     - UNK      MONUMENTED       CA1980
 EW4417  HISTORY     - 1968     GOOD             CA1980
 EW4417  HISTORY     - 1974     GOOD             CA1980
 EW4417  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 EW4417
 EW4417                          STATION DESCRIPTION
 EW4417
 EW4417'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4417'AT LOS ANGELES.
 EW4417'WIRE SPIKE IN THE SOUTH CURB OF GRESHAM STREET, 9.2 FEET WEST
 EW4417'OF THE BEGINNING OF CURB RETURN WEST OF TOPANGA CANYON BOULEVARD.
 EW4417
 EW4417                          STATION RECOVERY (1974)
 EW4417
 EW4417'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4417'RECOVERED IN GOOD CONDITION.
 EW4417
 EW4417                          STATION RECOVERY (2005)
 EW4417
 EW4417'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4418 ***********************************************************************
 EW4418  DESIGNATION -  06 03485
 EW4418  PID         -  EW4418
 EW4418  STATE/COUNTY-  CA/LOS ANGELES
 EW4418  USGS QUAD   -  CANOGA PARK (1967)
 EW4418
 EW4418                         *CURRENT SURVEY CONTROL
 EW4418  ___________________________________________________________________
 EW4418* NAD 83(2007)-  34 13 57.63722(N)    118 36 12.16422(W)     ADJUSTED  
 EW4418* NAVD 88     -       271.863  (meters)     891.94   (feet)  ADJUSTED  
 EW4418  ___________________________________________________________________
 EW4418  EPOCH DATE  -        2007.00
 EW4418  X           -  -2,527,277.373 (meters)                     COMP
 EW4418  Y           -  -4,634,704.245 (meters)                     COMP
 EW4418  Z           -   3,567,947.769 (meters)                     COMP
 EW4418  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EW4418  ELLIP HEIGHT-         237.238 (meters)          (02/10/07) ADJUSTED
 EW4418  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW4418  DYNAMIC HT  -         271.573 (meters)     890.99  (feet)  COMP
 EW4418
 EW4418  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW4418  Type    PID    Designation                      North   East  Ellip
 EW4418  -------------------------------------------------------------------
 EW4418  NETWORK EW4418 06 03485                          0.71   1.27   5.88
 EW4418  -------------------------------------------------------------------
 EW4418  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 EW4418
 EW4418  VERT ORDER  -  FIRST     CLASS I
 EW4418
 EW4418.The horizontal coordinates were established by GPS observations
 EW4418.and adjusted by the National Geodetic Survey in February 2007.
 EW4418
 EW4418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW4418.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW4418.The horizontal coordinates are valid at the epoch date displayed above.
 EW4418.The epoch date for horizontal control is a decimal equivalence
 EW4418.of Year/Month/Day.
 EW4418
 EW4418.The orthometric height was determined by differential leveling
 EW4418.and adjusted in June 1995.
 EW4418.WARNING-Repeat measurements at this control monument indicate possible
 EW4418.vertical movement.
 EW4418
 EW4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW4418
 EW4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW4418
 EW4418.The ellipsoidal height was determined by GPS observations
 EW4418.and is referenced to NAD 83.
 EW4418
 EW4418.The geoid height was determined by GEOID03.
 EW4418
 EW4418.The dynamic height is computed by dividing the NAVD 88
 EW4418.geopotential number by the normal gravity value computed on the
 EW4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4418.degrees latitude (g = 980.6199 gals.).
 EW4418
 EW4418.The modeled gravity was interpolated from observed gravity values.
 EW4418
 EW4418;                    North         East     Units Scale Factor Converg.
 EW4418;SPC CA 5     -   581,439.188 1,944,411.813   MT  0.99996278   -0 20 38.2
 EW4418;SPC CA 5     - 1,907,605.07  6,379,291.09   sFT  0.99996278   -0 20 38.2
 EW4418;UTM  11      - 3,789,117.779   352,329.232   MT  0.99986881   -0 54 07.7
 EW4418
 EW4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW4418!SPC CA 5     -   0.99996276  x   0.99996278  =   0.99992554
 EW4418!UTM  11      -   0.99996276  x   0.99986881  =   0.99983157
 EW4418
 EW4418                          SUPERSEDED SURVEY CONTROL
 EW4418
 EW4418  NAD 83(1994)-  34 13 57.62515(N)    118 36 12.15182(W) AD(1995.00) 1
 EW4418  ELLIP H (11/30/95)  237.239  (m)                       GP(1995.00) 4 2
 EW4418  NAVD 88 (10/28/92)  271.715  (m)          891.45   (f) UNKNOWN     1 1
 EW4418  NGVD 29 (??/??/92)  270.917  (m)          888.83   (f) ADJ UNCH    1 1
 EW4418
 EW4418.Superseded values are not recommended for survey control.
 EW4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4418.See file dsdata.txt to determine how the superseded data were derived.
 EW4418
 EW4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5232989118(NAD 83)
 EW4418_MARKER: DD = SURVEY DISK
 EW4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4418_SP_SET: CONCRETE POST
 EW4418_MARK LOGO: CADH  
 EW4418_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4418+STABILITY: SURFACE MOTION
 EW4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4418+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4418
 EW4418  HISTORY     - Date     Condition        Report By
 EW4418  HISTORY     - UNK      MONUMENTED       CADH
 EW4418  HISTORY     - 1968     GOOD
 EW4418  HISTORY     - 1974     GOOD             CA1980
 EW4418  HISTORY     - 1978     GOOD             NGS
 EW4418  HISTORY     - 19890516 GOOD             NGS
 EW4418  HISTORY     - 19940613 GOOD             NGS
 EW4418  HISTORY     - 20010511 GOOD             NGS
 EW4418
 EW4418                          STATION DESCRIPTION
 EW4418
 EW4418'DESCRIBED 1968
 EW4418'AT LOS ANGELES.
 EW4418'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT AT SURFACE OF PAVEMENT
 EW4418'IN MEDIAN ISLAND, 27 FEET SOUTH OF HOUSE 8936 TOPANGA CANYON
 EW4418'BOULEVARD, ON THE CENTER LINE POINT ON CURVE, 577 FEET SOUTH
 EW4418'OF THE END OF CURVE LOCATED 0.1 MILES SOUTHWEST OF NORDHOFF
 EW4418'STREET.
 EW4418
 EW4418                          STATION RECOVERY (1974)
 EW4418
 EW4418'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4418'RECOVERED IN GOOD CONDITION.
 EW4418
 EW4418                          STATION RECOVERY (1978)
 EW4418
 EW4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4418'2.25 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4418'SHERMAN WAY AT CANOGA PARK, 0.05 MILE NORTH OF THE JUNCTION OF
 EW4418'GRESHAM STREET, 27 FT. SOUTH OF THE DRIVE TO HOUSE NUMBER 8936, IN
 EW4418'THE CENTER OF THE MEDIAN.
 EW4418
 EW4418                          STATION RECOVERY (1989)
 EW4418
 EW4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4418'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--44.5
 EW4418'M (144.3 FT) SOUTH OF THE EXTENDED CENTER OF THE MOST SOUTHERLY 1 OF
 EW4418'2 DRIVEWAYS LEADING TO THE CHAPLE IN THE CANYON AT 9012 TOPANGA
 EW4418'CANYON BOULEVARD, 6.2 M (20.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 EW4418'LEADING TO HOUSE NUMBER 8936, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 EW4418'THE BOULEVARD.  DELETE--27 FT SOUTH OF THE DRIVE TO HOUSE NUMBER
 EW4418'8936.
 EW4418
 EW4418                          STATION RECOVERY (1994)
 EW4418
 EW4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4418'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4418'CANOGA PARK, THENCE 3.7 KM (2.30 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4418'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE
 EW4418'HIGHWAY, 44.0 M (144.4 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 EW4418'MOST SOUTHERLY DRIVEWAY LEADING TO THE CHAPEL IN THE CANYON CHRISTIAN
 EW4418'CHURCH, 35.0 M (114.8 FT) SOUTH OF A FIRE HYDRANT, 16.2 M (53.1 FT)
 EW4418'SOUTHEAST OF A UTILITY LIGHT POLE, 6.6 M (21.7 FT) WEST OF THE
 EW4418'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT)
 EW4418'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.2 M
 EW4418'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 EW4418'WITH THE LEVEL OF THE MEDIAN.  NOTE--THE DISK IS NOT STAMPED.
 EW4418
 EW4418                          STATION RECOVERY (2001)
 EW4418
 EW4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4418'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4419 ***********************************************************************
 EW4419  DESIGNATION -  06 03510 C OF LA
 EW4419  PID         -  EW4419
 EW4419  STATE/COUNTY-  CA/LOS ANGELES
 EW4419  USGS QUAD   -  CANOGA PARK (1967)
 EW4419
 EW4419                         *CURRENT SURVEY CONTROL
 EW4419  ___________________________________________________________________
 EW4419* NAD 83(1986)-  34 14 02.     (N)    118 36 13.     (W)     SCALED    
 EW4419* NAVD 88     -       271.50   (+/-2cm)     890.7    (feet)  VERTCON   
 EW4419  ___________________________________________________________________
 EW4419  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW4419  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4419
 EW4419.The horizontal coordinates were scaled from a topographic map and have
 EW4419.an estimated accuracy of +/- 6 seconds.
 EW4419
 EW4419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4419.The vertical order pertains to the NGVD 29 superseded value.
 EW4419
 EW4419.The geoid height was determined by GEOID03.
 EW4419
 EW4419;                    North         East    Units  Estimated Accuracy
 EW4419;SPC CA 5     -   581,570.    1,944,390.      MT  (+/- 180 meters Scaled)
 EW4419
 EW4419                          SUPERSEDED SURVEY CONTROL
 EW4419
 EW4419  NGVD 29 (??/??/92)  270.706  (m)          888.14   (f) ADJ UNCH    1 2
 EW4419
 EW4419.Superseded values are not recommended for survey control.
 EW4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4419.See file dsdata.txt to determine how the superseded data were derived.
 EW4419
 EW4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523892(NAD 83)
 EW4419_MARKER: Z = SEE DESCRIPTION
 EW4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4419+STABILITY: SURFACE MOTION
 EW4419
 EW4419  HISTORY     - Date     Condition        Report By
 EW4419  HISTORY     - UNK      MONUMENTED       CA1980
 EW4419  HISTORY     - 1968     GOOD             CA1980
 EW4419  HISTORY     - 1971     GOOD             CA1980
 EW4419  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4419
 EW4419                          STATION DESCRIPTION
 EW4419
 EW4419'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4419'AT LOS ANGELES.
 EW4419'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW4419'(OLD ALIGNMENT) OF TOPANGA CANYON BOULEVARD, OPPOSITE SOUTHEAST
 EW4419'SIDE OF THE ENTRANCE TO 9012 (CHAPEL IN THE CANYON), 15.3 FEET
 EW4419'NORTHEAST OF THE MEDIAN ISLAND, 0.12 MILES SOUTHWEST OF NORDHOFF
 EW4419'STREET.
 EW4419
 EW4419                          STATION RECOVERY (1971)
 EW4419
 EW4419'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4419'RECOVERED IN GOOD CONDITION.
 EW4419
 EW4419                          STATION RECOVERY (1978)
 EW4419
 EW4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4420 ***********************************************************************
 EW4420  DESIGNATION -  06 03541
 EW4420  PID         -  EW4420
 EW4420  STATE/COUNTY-  CA/LOS ANGELES
 EW4420  USGS QUAD   -  CANOGA PARK (1967)
 EW4420
 EW4420                         *CURRENT SURVEY CONTROL
 EW4420  ___________________________________________________________________
 EW4420* NAD 83(1986)-  34 14 08.     (N)    118 36 18.     (W)     SCALED    
 EW4420* NAVD 88     -       272.793  (meters)     894.99   (feet)  ADJUSTED  
 EW4420  ___________________________________________________________________
 EW4420  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW4420  DYNAMIC HT  -         272.502 (meters)     894.03  (feet)  COMP
 EW4420  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 EW4420
 EW4420  VERT ORDER  -  FIRST     CLASS I
 EW4420
 EW4420.The horizontal coordinates were scaled from a topographic map and have
 EW4420.an estimated accuracy of +/- 6 seconds.
 EW4420
 EW4420.The orthometric height was determined by differential leveling
 EW4420.and adjusted in June 1995.
 EW4420
 EW4420.The geoid height was determined by GEOID03.
 EW4420
 EW4420.The dynamic height is computed by dividing the NAVD 88
 EW4420.geopotential number by the normal gravity value computed on the
 EW4420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4420.degrees latitude (g = 980.6199 gals.).
 EW4420
 EW4420.The modeled gravity was interpolated from observed gravity values.
 EW4420
 EW4420;                    North         East    Units  Estimated Accuracy
 EW4420;SPC CA 5     -   581,760.    1,944,260.      MT  (+/- 180 meters Scaled)
 EW4420
 EW4420                          SUPERSEDED SURVEY CONTROL
 EW4420
 EW4420  NAVD 88 (10/28/92)  272.640  (m)          894.49   (f) UNKNOWN     1 1
 EW4420  NGVD 29 (??/??/92)  271.847  (m)          891.88   (f) ADJ UNCH    1 1
 EW4420
 EW4420.Superseded values are not recommended for survey control.
 EW4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4420.See file dsdata.txt to determine how the superseded data were derived.
 EW4420
 EW4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521894(NAD 83)
 EW4420_MARKER: DD = SURVEY DISK
 EW4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4420_SP_SET: CONCRETE POST
 EW4420_MARK LOGO: CADH  
 EW4420_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4420+STABILITY: SURFACE MOTION
 EW4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4420+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4420
 EW4420  HISTORY     - Date     Condition        Report By
 EW4420  HISTORY     - UNK      MONUMENTED       CADH
 EW4420  HISTORY     - 1968     GOOD
 EW4420  HISTORY     - 1974     GOOD             CA1980
 EW4420  HISTORY     - 1978     GOOD             NGS
 EW4420  HISTORY     - 19890518 GOOD             NGS
 EW4420  HISTORY     - 19940613 GOOD             NGS
 EW4420
 EW4420                          STATION DESCRIPTION
 EW4420
 EW4420'DESCRIBED 1968
 EW4420'AT LOS ANGELES.
 EW4420'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE
 EW4420'INTERSECTION OF TOPANGA CANYON BOULEVARD AND NORDHOFF STREET.
 EW4420
 EW4420                          STATION RECOVERY (1974)
 EW4420
 EW4420'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4420'RECOVERED IN GOOD CONDITION.
 EW4420
 EW4420                          STATION RECOVERY (1978)
 EW4420
 EW4420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4420'2.45 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4420'SHERMAN WAY AT CANOGA PARK, IN TOP OF CONCRETE IN THE CENTER OF
 EW4420'THE INTERSECTION OF NORDHOFF STREET, COVERED AND UNDER A SQUARE CAST.
 EW4420
 EW4420                          STATION RECOVERY (1989)
 EW4420
 EW4420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4420'RECOVERED IN GOOD CONDITION.
 EW4420
 EW4420                          STATION RECOVERY (1994)
 EW4420
 EW4420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4420'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4420'CANOGA PARK, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4420'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 6.4 M
 EW4420'(21.0 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4420'HIGHWAY, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4420'LANES OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTH OF THE CENTER OF NORDHOFF
 EW4420'STREET, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE HIGHWAY
 EW4420'SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH METAL
 EW4420'COVER.  THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4421 ***********************************************************************
 EW4421  DESIGNATION -  06 03600 C OF LA
 EW4421  PID         -  EW4421
 EW4421  STATE/COUNTY-  CA/LOS ANGELES
 EW4421  USGS QUAD   -  CANOGA PARK (1967)
 EW4421
 EW4421                         *CURRENT SURVEY CONTROL
 EW4421  ___________________________________________________________________
 EW4421* NAD 83(1986)-  34 14 13.     (N)    118 36 20.     (W)     SCALED    
 EW4421* NAVD 88     -       272.61   (+/-2cm)     894.4    (feet)  VERTCON   
 EW4421  ___________________________________________________________________
 EW4421  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW4421  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4421
 EW4421.The horizontal coordinates were scaled from a topographic map and have
 EW4421.an estimated accuracy of +/- 6 seconds.
 EW4421
 EW4421.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4421.The vertical order pertains to the NGVD 29 superseded value.
 EW4421
 EW4421.The geoid height was determined by GEOID03.
 EW4421
 EW4421;                    North         East    Units  Estimated Accuracy
 EW4421;SPC CA 5     -   581,910.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4421
 EW4421                          SUPERSEDED SURVEY CONTROL
 EW4421
 EW4421  NGVD 29 (??/??/92)  271.820  (m)          891.80   (f) ADJ UNCH    1 2
 EW4421
 EW4421.Superseded values are not recommended for survey control.
 EW4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4421.See file dsdata.txt to determine how the superseded data were derived.
 EW4421
 EW4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521895(NAD 83)
 EW4421_MARKER: Z = SEE DESCRIPTION
 EW4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4421+STABILITY: SURFACE MOTION
 EW4421
 EW4421  HISTORY     - Date     Condition        Report By
 EW4421  HISTORY     - UNK      MONUMENTED       CA1980
 EW4421  HISTORY     - 1968     GOOD             CA1980
 EW4421  HISTORY     - 1971     GOOD             CA1980
 EW4421  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4421
 EW4421                          STATION DESCRIPTION
 EW4421
 EW4421'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4421'AT LOS ANGELES.
 EW4421'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW4421'(OLD ALIGNMENT) OF TOPANGA CANYON BOULEVARD, 15 FEET WEST OF
 EW4421'THE MEDIAN ISLAND, 0.12 MILES NORTHWESTERLY FROM NORDHOFF
 EW4421'STREET, 27 FEET SOUTH OF POWER POLE 306282M.
 EW4421
 EW4421                          STATION RECOVERY (1971)
 EW4421
 EW4421'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4421'RECOVERED IN GOOD CONDITION.
 EW4421
 EW4421                          STATION RECOVERY (1978)
 EW4421
 EW4421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4421'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4422 ***********************************************************************
 EW4422  DESIGNATION -  06 03610
 EW4422  PID         -  EW4422
 EW4422  STATE/COUNTY-  CA/LOS ANGELES
 EW4422  USGS QUAD   -  CANOGA PARK (1967)
 EW4422
 EW4422                         *CURRENT SURVEY CONTROL
 EW4422  ___________________________________________________________________
 EW4422* NAD 83(1986)-  34 14 18.     (N)    118 36 22.     (W)     SCALED    
 EW4422* NAVD 88     -       274.731  (meters)     901.35   (feet)  ADJUSTED  
 EW4422  ___________________________________________________________________
 EW4422  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW4422  DYNAMIC HT  -         274.439 (meters)     900.39  (feet)  COMP
 EW4422  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 EW4422  OBS GRAVITY -     979,562.6   (mgal)                       GRAV_OBS
 EW4422
 EW4422  VERT ORDER  -  FIRST     CLASS I
 EW4422
 EW4422.The horizontal coordinates were scaled from a topographic map and have
 EW4422.an estimated accuracy of +/- 6 seconds.
 EW4422
 EW4422.The orthometric height was determined by differential leveling
 EW4422.and adjusted in June 1995.
 EW4422
 EW4422.The geoid height was determined by GEOID03.
 EW4422
 EW4422.The dynamic height is computed by dividing the NAVD 88
 EW4422.geopotential number by the normal gravity value computed on the
 EW4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4422.degrees latitude (g = 980.6199 gals.).
 EW4422
 EW4422.The modeled gravity was interpolated from observed gravity values.
 EW4422.The observed gravity was obtained from relative gravimeter ties
 EW4422.to the IGSN71 gravity network.
 EW4422
 EW4422;                    North         East    Units  Estimated Accuracy
 EW4422;SPC CA 5     -   582,070.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4422
 EW4422                          SUPERSEDED SURVEY CONTROL
 EW4422
 EW4422  NAVD 88 (10/28/92)  274.578  (m)          900.84   (f) UNKNOWN     1 1
 EW4422  NGVD 29 (??/??/92)  273.785  (m)          898.24   (f) ADJ UNCH    1 1
 EW4422
 EW4422.Superseded values are not recommended for survey control.
 EW4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4422.See file dsdata.txt to determine how the superseded data were derived.
 EW4422
 EW4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520897(NAD 83)
 EW4422_MARKER: DD = SURVEY DISK
 EW4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4422_SP_SET: CONCRETE POST
 EW4422_MARK LOGO: CADH  
 EW4422_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4422+STABILITY: SURFACE MOTION
 EW4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4422+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4422
 EW4422  HISTORY     - Date     Condition        Report By
 EW4422  HISTORY     - UNK      MONUMENTED       CADH
 EW4422  HISTORY     - 1968     GOOD
 EW4422  HISTORY     - 1974     GOOD             CA1980
 EW4422  HISTORY     - 1978     GOOD             NGS
 EW4422  HISTORY     - 19890516 GOOD             NGS
 EW4422  HISTORY     - 19940613 GOOD             NGS
 EW4422
 EW4422                          STATION DESCRIPTION
 EW4422
 EW4422'DESCRIBED 1968
 EW4422'AT LOS ANGELES.
 EW4422'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTERLINE END
 EW4422'OF CURVE IN TOPANGA CANYON BOULEVARD, 0.20 MILES NORTHWEST OF
 EW4422'NORDHOFF STREET, SET FLUSH IN MEDIAN ISLAND.
 EW4422
 EW4422                          STATION RECOVERY (1974)
 EW4422
 EW4422'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4422'RECOVERED IN GOOD CONDITION.
 EW4422
 EW4422                          STATION RECOVERY (1978)
 EW4422
 EW4422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4422'2.65 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4422'SHERMAN WAY AT CANOGA PARK, 200 FT. SOUTH OF THE JUNCTION OF PRAIRIE
 EW4422'STREET, 0.2 MILE NORTH OF THE JUNCTION OF NORDHOFF STREET, IN THE
 EW4422'CENTER OF THE MEDIAN.
 EW4422
 EW4422                          STATION RECOVERY (1989)
 EW4422
 EW4422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4422'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--15.6
 EW4422'M (15.6 FT) SOUTHEAST OF A FIRE HYDRANT, 6.3 M (20.7 FT) WEST OF THE
 EW4422'CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD, AND 0.2 M (0.7
 EW4422'FT) ABOVE THE LEVEL OF THE BOULEVARD.  CHANGE--200.0 FEET SOUTH OF
 EW4422'THE JUNCTION, TO 100.3 M (329.1 FT) SOUTH OF THE EXTENDED CENTER OF
 EW4422'PRAIRIE STREET.
 EW4422
 EW4422                          STATION RECOVERY (1994)
 EW4422
 EW4422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4422'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4422'CANOGA PARK, THENCE 4.3 KM (2.65 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4422'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE
 EW4422'HIGHWAY, 101.4 M (332.7 FT) SOUTH OF THE CENTER OF PRAIRIE STREET,
 EW4422'14.7 M (48.2 FT) SOUTHEAST OF A FIRE HYDRANT, 6.3 M (20.7 FT) EAST OF
 EW4422'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.2 M (20.3 FT)
 EW4422'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.2 M
 EW4422'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 EW4422'WITH THE LEVEL OF THE MEDIAN.  NOTE--THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4423 ***********************************************************************
 EW4423  DESIGNATION -  06 03620
 EW4423  PID         -  EW4423
 EW4423  STATE/COUNTY-  CA/LOS ANGELES
 EW4423  USGS QUAD   -  CANOGA PARK (1967)
 EW4423
 EW4423                         *CURRENT SURVEY CONTROL
 EW4423  ___________________________________________________________________
 EW4423* NAD 83(1986)-  34 14 27.     (N)    118 36 22.     (W)     SCALED    
 EW4423* NAVD 88     -       276.918  (meters)     908.52   (feet)  ADJUSTED  
 EW4423  ___________________________________________________________________
 EW4423  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EW4423  DYNAMIC HT  -         276.623 (meters)     907.55  (feet)  COMP
 EW4423  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 EW4423
 EW4423  VERT ORDER  -  FIRST     CLASS I
 EW4423
 EW4423.The horizontal coordinates were scaled from a topographic map and have
 EW4423.an estimated accuracy of +/- 6 seconds.
 EW4423
 EW4423.The orthometric height was determined by differential leveling
 EW4423.and adjusted in June 1995.
 EW4423
 EW4423.The geoid height was determined by GEOID03.
 EW4423
 EW4423.The dynamic height is computed by dividing the NAVD 88
 EW4423.geopotential number by the normal gravity value computed on the
 EW4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4423.degrees latitude (g = 980.6199 gals.).
 EW4423
 EW4423.The modeled gravity was interpolated from observed gravity values.
 EW4423
 EW4423;                    North         East    Units  Estimated Accuracy
 EW4423;SPC CA 5     -   582,350.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4423
 EW4423                          SUPERSEDED SURVEY CONTROL
 EW4423
 EW4423  NAVD 88 (10/28/92)  276.761  (m)          908.01   (f) UNKNOWN     1 1
 EW4423  NGVD 29 (??/??/92)  275.967  (m)          905.40   (f) ADJ UNCH    1 1
 EW4423
 EW4423.Superseded values are not recommended for survey control.
 EW4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4423.See file dsdata.txt to determine how the superseded data were derived.
 EW4423
 EW4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520900(NAD 83)
 EW4423_MARKER: DD = SURVEY DISK
 EW4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4423_SP_SET: CONCRETE POST
 EW4423_MARK LOGO: CADH  
 EW4423_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4423+STABILITY: SURFACE MOTION
 EW4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4423+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4423
 EW4423  HISTORY     - Date     Condition        Report By
 EW4423  HISTORY     - UNK      MONUMENTED       CADH
 EW4423  HISTORY     - 1968     GOOD
 EW4423  HISTORY     - 1974     GOOD             CA1980
 EW4423  HISTORY     - 1978     GOOD             NGS
 EW4423  HISTORY     - 19890516 GOOD             NGS
 EW4423  HISTORY     - 19940613 GOOD             NGS
 EW4423  HISTORY     - 20010511 GOOD             NGS
 EW4423
 EW4423                          STATION DESCRIPTION
 EW4423
 EW4423'DESCRIBED 1968
 EW4423'AT LOS ANGELES.
 EW4423'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE
 EW4423'BEGINNING OF CURVE IN TOPANGA CANYON BOULEVARD, 0.10 MILES NORTH
 EW4423'OF PRAIRIE STREET, SET FLUSH IN MEDIAN ISLAND WEST OF POLE
 EW4423'231813M.
 EW4423
 EW4423                          STATION RECOVERY (1974)
 EW4423
 EW4423'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4423'RECOVERED IN GOOD CONDITION.
 EW4423
 EW4423                          STATION RECOVERY (1978)
 EW4423
 EW4423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4423'2.85 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4423'SHERMAN WAY AT CANOGA PARK, IN TOP OF CONCRETE IN THE CENTER OF
 EW4423'THE HIGHWAY MEDIAN, 0.1 MILE NORTH OF PRAIRIE STREET, 33 FT. WEST OF
 EW4423'TELEPHONE POLE NUMBER T741465.
 EW4423
 EW4423                          STATION RECOVERY (1989)
 EW4423
 EW4423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4423'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 EW4423'CHATSWORTH, AT THE INTERSECTION OF TOPANGA CANYON BOULEVARD AND
 EW4423'LIGGETT STREET, IN THE MEDIAN OF THE BOULEVARD, 66.1 M (216.9 FT)
 EW4423'NORTH OF THE EXTENDED CENTER OF THE STREET, 19.2 M (63.0 FT)
 EW4423'SOUTHWEST OF A FIRE HYDRANT, 6.2 M (20.3 FT) WEST OF THE CENTERLINE
 EW4423'OF THE NORTHBOUND LANES OF THE BOULEVARD, AND IN A CONCRETE MONUMENT
 EW4423'THAT IS 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4423
 EW4423                          STATION RECOVERY (1994)
 EW4423
 EW4423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4423'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4423'CANOGA PARK, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4423'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE
 EW4423'HIGHWAY, 65.7 M (215.6 FT) NORTH OF THE EXTENDED CENTER OF LIGGETT
 EW4423'STREET, 35.8 M (117.5 FT) SOUTH OF THE EXTENDED CENTER OF VINCENNE
 EW4423'STREET, 19.2 M (63.0 FT) SOUTHWEST OF A FIRE HYDRANT, 7.7 M (25.3 FT)
 EW4423'EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.6 M (24.9
 EW4423'FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.2 M
 EW4423'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 EW4423'WITH THE LEVEL OF THE MEDIAN.  NOTE--THE DISK IS NOT STAMPED.
 EW4423
 EW4423                          STATION RECOVERY (2001)
 EW4423
 EW4423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4423'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4424 ***********************************************************************
 EW4424  DESIGNATION -  06 03655 C OF LA
 EW4424  PID         -  EW4424
 EW4424  STATE/COUNTY-  CA/LOS ANGELES
 EW4424  USGS QUAD   -  CANOGA PARK (1967)
 EW4424
 EW4424                         *CURRENT SURVEY CONTROL
 EW4424  ___________________________________________________________________
 EW4424* NAD 83(1986)-  34 14 32.     (N)    118 36 21.     (W)     SCALED    
 EW4424* NAVD 88     -       277.40   (+/-2cm)     910.1    (feet)  VERTCON   
 EW4424  ___________________________________________________________________
 EW4424  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EW4424  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4424
 EW4424.The horizontal coordinates were scaled from a topographic map and have
 EW4424.an estimated accuracy of +/- 6 seconds.
 EW4424
 EW4424.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4424.The vertical order pertains to the NGVD 29 superseded value.
 EW4424
 EW4424.The geoid height was determined by GEOID03.
 EW4424
 EW4424;                    North         East    Units  Estimated Accuracy
 EW4424;SPC CA 5     -   582,500.    1,944,190.      MT  (+/- 180 meters Scaled)
 EW4424
 EW4424                          SUPERSEDED SURVEY CONTROL
 EW4424
 EW4424  NGVD 29 (??/??/92)  276.614  (m)          907.52   (f) ADJ UNCH    1 2
 EW4424
 EW4424.Superseded values are not recommended for survey control.
 EW4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4424.See file dsdata.txt to determine how the superseded data were derived.
 EW4424
 EW4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521901(NAD 83)
 EW4424_MARKER: DD = SURVEY DISK
 EW4424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4424+STABILITY: SURFACE MOTION
 EW4424
 EW4424  HISTORY     - Date     Condition        Report By
 EW4424  HISTORY     - UNK      MONUMENTED       CADH
 EW4424  HISTORY     - 1968     GOOD
 EW4424  HISTORY     - 1971     GOOD             CA1980
 EW4424  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4424
 EW4424                          STATION DESCRIPTION
 EW4424
 EW4424'DESCRIBED 1968
 EW4424'AT LOS ANGELES.
 EW4424'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE AND
 EW4424'OF CURVE IN TOPANGA CANYON BOULEVARD, 3 FEET EAST OF MEDIAN
 EW4424'ISLAND, 239 FEET SOUTH OF PLUMMER STREET.
 EW4424
 EW4424                          STATION RECOVERY (1971)
 EW4424
 EW4424'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4424'RECOVERED IN GOOD CONDITION.
 EW4424
 EW4424                          STATION RECOVERY (1978)
 EW4424
 EW4424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4425 ***********************************************************************
 EW4425  DESIGNATION -  06 03690 C OF LA
 EW4425  PID         -  EW4425
 EW4425  STATE/COUNTY-  CA/LOS ANGELES
 EW4425  USGS QUAD   -  CANOGA PARK (1967)
 EW4425
 EW4425                         *CURRENT SURVEY CONTROL
 EW4425  ___________________________________________________________________
 EW4425* NAD 83(1986)-  34 14 35.     (N)    118 36 22.     (W)     SCALED    
 EW4425* NAVD 88     -       276.27   (+/-2cm)     906.4    (feet)  VERTCON   
 EW4425  ___________________________________________________________________
 EW4425  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW4425  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4425
 EW4425.The horizontal coordinates were scaled from a topographic map and have
 EW4425.an estimated accuracy of +/- 6 seconds.
 EW4425
 EW4425.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4425.The vertical order pertains to the NGVD 29 superseded value.
 EW4425
 EW4425.The geoid height was determined by GEOID03.
 EW4425
 EW4425;                    North         East    Units  Estimated Accuracy
 EW4425;SPC CA 5     -   582,590.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4425
 EW4425                          SUPERSEDED SURVEY CONTROL
 EW4425
 EW4425  NGVD 29 (??/??/92)  275.481  (m)          903.81   (f) ADJ UNCH    1 1
 EW4425
 EW4425.Superseded values are not recommended for survey control.
 EW4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4425.See file dsdata.txt to determine how the superseded data were derived.
 EW4425
 EW4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520902(NAD 83)
 EW4425_MARKER: S = SPIKE
 EW4425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4425_SP_SET: CULVERT
 EW4425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4425
 EW4425  HISTORY     - Date     Condition        Report By
 EW4425  HISTORY     - UNK      MONUMENTED       CA1980
 EW4425  HISTORY     - 1968     GOOD             CA1980
 EW4425  HISTORY     - 1974     GOOD             CA1980
 EW4425
 EW4425                          STATION DESCRIPTION
 EW4425
 EW4425'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4425'AT LOS ANGELES.
 EW4425'WIRE SPIKE IN THE TOP AND CENTER OF CULVERT HEADWALL ON THE EAST
 EW4425'SIDE OF TOPANGA CANYON BOULEVARD (OLD ALIGNMENT) 103 FEET WEST
 EW4425'OF THE PAVEMENT IN NEW RIGHT-OF-WAY OF TOPANGA CANYON BOULEVARD,
 EW4425'ABOUT 75 FEET NORTH OF THE CENTER LINE OF PLUMMER STREET.
 EW4425'(RESET 61-60).
 EW4425
 EW4425                          STATION RECOVERY (1974)
 EW4425
 EW4425'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4426 ***********************************************************************
 EW4426  DESIGNATION -  06 03720
 EW4426  PID         -  EW4426
 EW4426  STATE/COUNTY-  CA/LOS ANGELES
 EW4426  USGS QUAD   -  CANOGA PARK (1967)
 EW4426
 EW4426                         *CURRENT SURVEY CONTROL
 EW4426  ___________________________________________________________________
 EW4426* NAD 83(1986)-  34 14 35.     (N)    118 36 25.     (W)     SCALED    
 EW4426* NAVD 88     -       276.832  (meters)     908.24   (feet)  ADJUSTED  
 EW4426  ___________________________________________________________________
 EW4426  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW4426  DYNAMIC HT  -         276.536 (meters)     907.27  (feet)  COMP
 EW4426  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 EW4426
 EW4426  VERT ORDER  -  FIRST     CLASS I
 EW4426
 EW4426.The horizontal coordinates were scaled from a topographic map and have
 EW4426.an estimated accuracy of +/- 6 seconds.
 EW4426
 EW4426.The orthometric height was determined by differential leveling
 EW4426.and adjusted in June 1995.
 EW4426
 EW4426.The geoid height was determined by GEOID03.
 EW4426
 EW4426.The dynamic height is computed by dividing the NAVD 88
 EW4426.geopotential number by the normal gravity value computed on the
 EW4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4426.degrees latitude (g = 980.6199 gals.).
 EW4426
 EW4426.The modeled gravity was interpolated from observed gravity values.
 EW4426
 EW4426;                    North         East    Units  Estimated Accuracy
 EW4426;SPC CA 5     -   582,590.    1,944,090.      MT  (+/- 180 meters Scaled)
 EW4426
 EW4426                          SUPERSEDED SURVEY CONTROL
 EW4426
 EW4426  NAVD 88 (10/28/92)  276.655  (m)          907.66   (f) UNKNOWN     1 1
 EW4426  NGVD 29 (??/??/92)  275.861  (m)          905.05   (f) ADJ UNCH    1 1
 EW4426
 EW4426.Superseded values are not recommended for survey control.
 EW4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4426.See file dsdata.txt to determine how the superseded data were derived.
 EW4426
 EW4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520902(NAD 83)
 EW4426_MARKER: B = BOLT
 EW4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4426_SP_SET: CONCRETE POST
 EW4426_MARK LOGO: NONE  
 EW4426_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4426+STABILITY: SURFACE MOTION
 EW4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4426+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4426
 EW4426  HISTORY     - Date     Condition        Report By
 EW4426  HISTORY     - UNK      MONUMENTED       CA1980
 EW4426  HISTORY     - 1968     GOOD             CA1980
 EW4426  HISTORY     - 1974     GOOD             CA1980
 EW4426  HISTORY     - 1978     GOOD             NGS
 EW4426  HISTORY     - 19890516 GOOD             NGS
 EW4426  HISTORY     - 19940613 GOOD             NGS
 EW4426
 EW4426                          STATION DESCRIPTION
 EW4426
 EW4426'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4426'AT LOS ANGELES.
 EW4426'STANDARD SURVEY MONUMENT ON THE CENTER LINE MID-POINT OF CURVE
 EW4426'IN TOPANGA CANYON BOULEVARD (OLD ALIGNMENT) ABOUT 80 FEET WEST
 EW4426'OF THE RIGHT-OF-WAY OF NEW ALIGNMENT, ABOUT 250 FEET NORTH OF
 EW4426'PLUMMER STREET, 31 FEET NORTH OF THE END OF CONCRETE PAVEMENT.
 EW4426
 EW4426                          STATION RECOVERY (1974)
 EW4426
 EW4426'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4426'RECOVERED IN GOOD CONDITION.
 EW4426
 EW4426                          STATION RECOVERY (1978)
 EW4426
 EW4426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4426'1.0 MILE SOUTH ALONG TOPANGA CONYON BOULEVARD FROM THE JUNCTION OF
 EW4426'DEVONSHIRE STREET AT CHATSWORTH, THEN 150 FEET WEST ON PLUMMER STREET,
 EW4426'THEN 250 FEET NORTH ON TOPANGA CANYON PLACE, IN THE CENTER LINE OF THE
 EW4426'PLACE, 100 FEET WEST OF THE CENTER LINE OF THE BOULEVARD, 31 FEET
 EW4426'NORTH OF THE NORTH EDGE OF THE CONCRETE PAVEMENT, UNDER A CITY OF
 EW4426'LOS ANGELES CAST IRON CAP.
 EW4426
 EW4426                          STATION RECOVERY (1989)
 EW4426
 EW4426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4426'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 EW4426'CHATSWORTH, AT THE INTERSECTION OF TOPANGA CANYON BOULEVARD AND
 EW4426'PLUMMER STREET, 84.1 M (275.9 FT) NORTH OF THE CENTERLINE OF THE
 EW4426'WESTBOUND LANES OF THE STREET, 40.6 M (133.2 FT) WEST OF THE
 EW4426'CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 21.0 M (68.9 FT)
 EW4426'SOUTHEAST OF A CONCRETE FENCE CORNER, 14.4 M (47.2 FT) EAST OF THE
 EW4426'FENCE, AND IN A CONCRETE MONUMENT THAT IS 0.3 M (1.0 FT) BELOW THE
 EW4426'LEVEL OF AN ABANDONED STREET ACCESS TO WHICH IS THROUGH A 6-INCH
 EW4426'METAL MANHOLE COVER.
 EW4426
 EW4426                          STATION RECOVERY (1994)
 EW4426
 EW4426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4426'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4426'CANOGA PARK, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4426'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF A STREET (ABANDONED) ,
 EW4426'87.7 M (287.7 FT) NORTH OF THE CENTERLINE OF PLUMMER STREET, 41.1 M
 EW4426'(134.8 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 EW4426'20.9 M (68.6 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE, 14.4 M
 EW4426'(47.2 FT) EAST OF THE FENCE, AND THE MONUMENT IS RECESSED 0.3 M (1.0
 EW4426'FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4427 ***********************************************************************
 EW4427  DESIGNATION -  06 03760
 EW4427  PID         -  EW4427
 EW4427  STATE/COUNTY-  CA/LOS ANGELES
 EW4427  USGS QUAD   -  CANOGA PARK (1967)
 EW4427
 EW4427                         *CURRENT SURVEY CONTROL
 EW4427  ___________________________________________________________________
 EW4427* NAD 83(1986)-  34 14 42.     (N)    118 36 26.     (W)     SCALED    
 EW4427* NAVD 88     -       290.397  (meters)     952.74   (feet)  ADJUSTED  
 EW4427  ___________________________________________________________________
 EW4427  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW4427  DYNAMIC HT  -         290.087 (meters)     951.73  (feet)  COMP
 EW4427  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 EW4427
 EW4427  VERT ORDER  -  FIRST     CLASS I
 EW4427
 EW4427.The horizontal coordinates were scaled from a topographic map and have
 EW4427.an estimated accuracy of +/- 6 seconds.
 EW4427
 EW4427.The orthometric height was determined by differential leveling
 EW4427.and adjusted in June 1995.
 EW4427.WARNING-Repeat measurements at this control monument indicate possible
 EW4427.vertical movement.
 EW4427
 EW4427.The geoid height was determined by GEOID03.
 EW4427
 EW4427.The dynamic height is computed by dividing the NAVD 88
 EW4427.geopotential number by the normal gravity value computed on the
 EW4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4427.degrees latitude (g = 980.6199 gals.).
 EW4427
 EW4427.The modeled gravity was interpolated from observed gravity values.
 EW4427
 EW4427;                    North         East    Units  Estimated Accuracy
 EW4427;SPC CA 5     -   582,810.    1,944,070.      MT  (+/- 180 meters Scaled)
 EW4427
 EW4427                          SUPERSEDED SURVEY CONTROL
 EW4427
 EW4427  NAVD 88 (10/28/92)  290.253  (m)          952.27   (f) UNKNOWN     1 1
 EW4427  NGVD 29 (??/??/92)  289.473  (m)          949.71   (f) ADJ UNCH    1 1
 EW4427
 EW4427.Superseded values are not recommended for survey control.
 EW4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4427.See file dsdata.txt to determine how the superseded data were derived.
 EW4427
 EW4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519904(NAD 83)
 EW4427_MARKER: DD = SURVEY DISK
 EW4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4427_SP_SET: CONCRETE POST
 EW4427_MARK LOGO: CADH  
 EW4427_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4427+STABILITY: SURFACE MOTION
 EW4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4427+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4427
 EW4427  HISTORY     - Date     Condition        Report By
 EW4427  HISTORY     - UNK      MONUMENTED       CADH
 EW4427  HISTORY     - 1968     GOOD
 EW4427  HISTORY     - 1974     GOOD
 EW4427  HISTORY     - 1978     GOOD             NGS
 EW4427  HISTORY     - 19890518 GOOD             NGS
 EW4427  HISTORY     - 19940613 GOOD             NGS
 EW4427
 EW4427                          STATION DESCRIPTION
 EW4427
 EW4427'DESCRIBED 1968
 EW4427'AT LOS ANGELES.
 EW4427'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT AT THE SURFACE IN MEDIAN
 EW4427'ISLAND, ON THE CENTER LINE BEGINNING OF CURVE IN TOPANGA CANYON
 EW4427'BOULEVARD, 960 FEET NORTH OF PLUMMER STREET.
 EW4427
 EW4427                          STATION RECOVERY (1974)
 EW4427
 EW4427'RECOVERED 1974
 EW4427'RECOVERED IN GOOD CONDITION.
 EW4427
 EW4427                          STATION RECOVERY (1978)
 EW4427
 EW4427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4427'0.8 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4427'DEVONSHIRE STREET AT CHATSWORTH, 960 FEET NORTH OF THE JUNCTION OF
 EW4427'PLUMMER STREET, IN THE MEDIAN ISLAND OF THE BOULEVARD, 24 FEET SOUTH
 EW4427'OF THE SOUTHEAST CORNER OF A STORM DRAIN.
 EW4427
 EW4427                          STATION RECOVERY (1989)
 EW4427
 EW4427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4427'RECOVERED IN GOOD CONDITION.
 EW4427
 EW4427                          STATION RECOVERY (1994)
 EW4427
 EW4427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4427'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4427'CANOGA PARK, THENCE 5.1 KM (3.15 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4427'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE
 EW4427'HIGHWAY, 299.0 M (981.0 FT) NORTH OF THE CENTERLINE OF PLUMMER STREET,
 EW4427'15.5 M (50.9 FT) SOUTHWEST OF UTILITY POLE NUMBER 353757M 88-12-5.13,
 EW4427'7.6 M (24.9 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EW4427'HIGHWAY, 7.4 M (24.3 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF
 EW4427'THE HIGHWAY, 6.9 M (22.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EW4427'STORM DRAIN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 EW4427'MONUMENT IS FLUSH WITH THE LEVEL OF THE MEDIAN. NOTE--THE DISK IS NOT
 EW4427'STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4428 ***********************************************************************
 EW4428  DESIGNATION -  06 03770
 EW4428  PID         -  EW4428
 EW4428  STATE/COUNTY-  CA/LOS ANGELES
 EW4428  USGS QUAD   -  CANOGA PARK (1967)
 EW4428
 EW4428                         *CURRENT SURVEY CONTROL
 EW4428  ___________________________________________________________________
 EW4428* NAD 83(1986)-  34 14 51.     (N)    118 36 22.     (W)     SCALED    
 EW4428* NAVD 88     -       285.877  (meters)     937.91   (feet)  ADJUSTED  
 EW4428  ___________________________________________________________________
 EW4428  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EW4428  DYNAMIC HT  -         285.572 (meters)     936.91  (feet)  COMP
 EW4428  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 EW4428
 EW4428  VERT ORDER  -  FIRST     CLASS I
 EW4428
 EW4428.The horizontal coordinates were scaled from a topographic map and have
 EW4428.an estimated accuracy of +/- 6 seconds.
 EW4428
 EW4428.The orthometric height was determined by differential leveling
 EW4428.and adjusted in June 1995.
 EW4428.WARNING-Repeat measurements at this control monument indicate possible
 EW4428.vertical movement.
 EW4428
 EW4428.The geoid height was determined by GEOID03.
 EW4428
 EW4428.The dynamic height is computed by dividing the NAVD 88
 EW4428.geopotential number by the normal gravity value computed on the
 EW4428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4428.degrees latitude (g = 980.6199 gals.).
 EW4428
 EW4428.The modeled gravity was interpolated from observed gravity values.
 EW4428
 EW4428;                    North         East    Units  Estimated Accuracy
 EW4428;SPC CA 5     -   583,090.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4428
 EW4428                          SUPERSEDED SURVEY CONTROL
 EW4428
 EW4428  NAVD 88 (10/28/92)  285.680  (m)          937.27   (f) UNKNOWN     1 1
 EW4428  NGVD 29 (??/??/92)  284.883  (m)          934.65   (f) ADJ UNCH    1 1
 EW4428
 EW4428.Superseded values are not recommended for survey control.
 EW4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4428.See file dsdata.txt to determine how the superseded data were derived.
 EW4428
 EW4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521907(NAD 83)
 EW4428_MARKER: DD = SURVEY DISK
 EW4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4428_SP_SET: CONCRETE POST
 EW4428_MARK LOGO: CADH  
 EW4428_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4428+STABILITY: SURFACE MOTION
 EW4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4428+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4428
 EW4428  HISTORY     - Date     Condition        Report By
 EW4428  HISTORY     - UNK      MONUMENTED       CADH
 EW4428  HISTORY     - 1968     GOOD
 EW4428  HISTORY     - 1974     GOOD             CA1980
 EW4428  HISTORY     - 1978     GOOD             NGS
 EW4428  HISTORY     - 19890516 GOOD             NGS
 EW4428  HISTORY     - 19940613 GOOD             NGS
 EW4428
 EW4428                          STATION DESCRIPTION
 EW4428
 EW4428'DESCRIBED 1968
 EW4428'AT LOS ANGELES.
 EW4428'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE
 EW4428'BEGINNING OF CURVE IN TOPANGA CANYON BOULEVARD, 20.3 FEET
 EW4428'SOUTHWEST OF THE CENTER LINE INTERSECTION WITH MARILLA STREET.
 EW4428
 EW4428                          STATION RECOVERY (1974)
 EW4428
 EW4428'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4428'RECOVERED IN GOOD CONDITION.
 EW4428
 EW4428                          STATION RECOVERY (1978)
 EW4428
 EW4428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4428'0.7 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4428'DEVONSHIRE STREET AT CHATSWORTH, 20.3 FEET SOUTHWEST OF THE INTER-
 EW4428'SECTION OF MARILLA STREET, UNDERNEATH A CAST IRON CAP.
 EW4428
 EW4428                          STATION RECOVERY (1989)
 EW4428
 EW4428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4428'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW4428'(1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 EW4428
 EW4428                          STATION RECOVERY (1994)
 EW4428
 EW4428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4428'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4428'CANOGA PARK, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4428'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 17.1 M
 EW4428'(56.1 FT) SOUTH OF THE EXTENDED CENTERLINE OF MARILLA STREET, 6.1 M
 EW4428'(20.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW4428'HIGHWAY, 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND
 EW4428'LANES OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 EW4428'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4428'THROUGH A 5-INCH METAL COVER.  THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4429 ***********************************************************************
 EW4429  DESIGNATION -  06 03839
 EW4429  PID         -  EW4429
 EW4429  STATE/COUNTY-  CA/LOS ANGELES
 EW4429  USGS QUAD   -  CANOGA PARK (1967)
 EW4429
 EW4429                         *CURRENT SURVEY CONTROL
 EW4429  ___________________________________________________________________
 EW4429* NAD 83(1986)-  34 14 51.     (N)    118 36 19.     (W)     SCALED    
 EW4429* NAVD 88     -       284.649  (meters)     933.89   (feet)  READJUSTED
 EW4429  ___________________________________________________________________
 EW4429  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EW4429  DYNAMIC HT  -         284.340 (meters)     932.87  (feet)  COMP
 EW4429  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 EW4429
 EW4429  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4429
 EW4429.The horizontal coordinates were scaled from a topographic map and have
 EW4429.an estimated accuracy of +/- 6 seconds.
 EW4429
 EW4429.The orthometric height was determined by differential leveling
 EW4429.and adjusted in February 1993.
 EW4429.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4429.distribution rate of 1.1 thru 2.0 mm/km.
 EW4429.The height was derived from older observations constrained to new
 EW4429.heights in a crustal motion area.  The height is approximate in
 EW4429.relation to other heights in its vicinity.
 EW4429
 EW4429.The geoid height was determined by GEOID03.
 EW4429
 EW4429.The dynamic height is computed by dividing the NAVD 88
 EW4429.geopotential number by the normal gravity value computed on the
 EW4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4429.degrees latitude (g = 980.6199 gals.).
 EW4429
 EW4429.The modeled gravity was interpolated from observed gravity values.
 EW4429
 EW4429;                    North         East    Units  Estimated Accuracy
 EW4429;SPC CA 5     -   583,080.    1,944,250.      MT  (+/- 180 meters Scaled)
 EW4429
 EW4429                          SUPERSEDED SURVEY CONTROL
 EW4429
 EW4429  NGVD 29 (??/??/92)  283.855  (m)          931.28   (f) ADJ UNCH    1 1
 EW4429
 EW4429.Superseded values are not recommended for survey control.
 EW4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4429.See file dsdata.txt to determine how the superseded data were derived.
 EW4429
 EW4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521907(NAD 83)
 EW4429_MARKER: DD = SURVEY DISK
 EW4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4429+STABILITY: SURFACE MOTION
 EW4429
 EW4429  HISTORY     - Date     Condition        Report By
 EW4429  HISTORY     - UNK      MONUMENTED       CADH
 EW4429  HISTORY     - 1968     GOOD
 EW4429  HISTORY     - 1974     GOOD             CA1980
 EW4429  HISTORY     - 1978     GOOD             NGS
 EW4429  HISTORY     - 19890516 MARK NOT FOUND   NGS
 EW4429
 EW4429                          STATION DESCRIPTION
 EW4429
 EW4429'DESCRIBED 1968
 EW4429'AT LOS ANGELES.
 EW4429'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT, ON THE CENTER LINE OF
 EW4429'MARILLA STREET, ABOUT 118 FEET EAST OF THE CENTER LINE OF TOPANGA
 EW4429'CANYON BOULEVARD.
 EW4429
 EW4429                          STATION RECOVERY (1974)
 EW4429
 EW4429'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4429'RECOVERED IN GOOD CONDITION.
 EW4429
 EW4429                          STATION RECOVERY (1978)
 EW4429
 EW4429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4429'0.7 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4429'DEVONSHIRE STREET AT CHATSWORTH, IN THE CENTER LINE OF MARILLA STREET
 EW4429'118 FEET EAST OF THE  CENTER LINE OF THE BOULEVARD, 18 FEET NORTH OF
 EW4429'BM 06-08840, UNDER A CITY OF LOS ANGELES CAST IRON CAP.
 EW4429
 EW4429                          STATION RECOVERY (1989)
 EW4429
 EW4429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4430 ***********************************************************************
 EW4430  DESIGNATION -  06 03840 C OF LA
 EW4430  PID         -  EW4430
 EW4430  STATE/COUNTY-  CA/LOS ANGELES
 EW4430  USGS QUAD   -  CANOGA PARK (1967)
 EW4430
 EW4430                         *CURRENT SURVEY CONTROL
 EW4430  ___________________________________________________________________
 EW4430* NAD 83(1986)-  34 14 53.     (N)    118 36 18.     (W)     SCALED    
 EW4430* NAVD 88     -       283.55   (+/-2cm)     930.3    (feet)  VERTCON   
 EW4430  ___________________________________________________________________
 EW4430  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW4430  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4430
 EW4430.The horizontal coordinates were scaled from a topographic map and have
 EW4430.an estimated accuracy of +/- 6 seconds.
 EW4430
 EW4430.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4430.The vertical order pertains to the NGVD 29 superseded value.
 EW4430
 EW4430.The geoid height was determined by GEOID03.
 EW4430
 EW4430;                    North         East    Units  Estimated Accuracy
 EW4430;SPC CA 5     -   583,150.    1,944,270.      MT  (+/- 180 meters Scaled)
 EW4430
 EW4430                          SUPERSEDED SURVEY CONTROL
 EW4430
 EW4430  NGVD 29 (??/??/92)  282.760  (m)          927.69   (f) ADJ UNCH    1 1
 EW4430
 EW4430.Superseded values are not recommended for survey control.
 EW4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4430.See file dsdata.txt to determine how the superseded data were derived.
 EW4430
 EW4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT522908(NAD 83)
 EW4430_MARKER: Z = SEE DESCRIPTION
 EW4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4430+STABILITY: SURFACE MOTION
 EW4430
 EW4430  HISTORY     - Date     Condition        Report By
 EW4430  HISTORY     - UNK      MONUMENTED       CA1980
 EW4430  HISTORY     - 1968     GOOD             CA1980
 EW4430  HISTORY     - 1974     GOOD             CA1980
 EW4430  HISTORY     - 1978     GOOD             NGS
 EW4430
 EW4430                          STATION DESCRIPTION
 EW4430
 EW4430'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4430'AT LOS ANGELES.
 EW4430'STANDARD SURVEY MONUMENT IN MARILLA STREET, 18.0 FEET SOUTH OF
 EW4430'THE CALIFORNIA DIVISION OF HIGHWAYS MONUMENT AT CENTER LINE,
 EW4430'ABOUT 119 FEET EAST OF THE CENTER LINE OF TOPANGA CANYON
 EW4430'BOULEVARD.
 EW4430
 EW4430                          STATION RECOVERY (1974)
 EW4430
 EW4430'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4430'RECOVERED IN GOOD CONDITION.
 EW4430
 EW4430                          STATION RECOVERY (1978)
 EW4430
 EW4430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4430'0.7 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4430'DEVONSHIRE STREET AT CHATSWORTH, IN THE CENTER LINE OF MARILLA STREET
 EW4430'118 FEET EAST OF CENTERLINE OF BOULEVARD, 18 FEET SOUTH OF BM 06-
 EW4430'03839, UNDER A CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5014 ***********************************************************************
 EW5014  DESIGNATION -  06 03900 C OF LA
 EW5014  PID         -  EW5014
 EW5014  STATE/COUNTY-  CA/LOS ANGELES
 EW5014  USGS QUAD   -  CANOGA PARK (1967)
 EW5014
 EW5014                         *CURRENT SURVEY CONTROL
 EW5014  ___________________________________________________________________
 EW5014* NAD 83(1986)-  34 10 09.     (N)    118 36 52.     (W)     SCALED    
 EW5014* NAVD 88     -       267.49   (+/-2cm)     877.6    (feet)  VERTCON   
 EW5014  ___________________________________________________________________
 EW5014  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW5014  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW5014
 EW5014.The horizontal coordinates were scaled from a topographic map and have
 EW5014.an estimated accuracy of +/- 6 seconds.
 EW5014
 EW5014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5014.The vertical order pertains to the NGVD 29 superseded value.
 EW5014
 EW5014.The geoid height was determined by GEOID03.
 EW5014
 EW5014;                    North         East    Units  Estimated Accuracy
 EW5014;SPC CA 5     -   574,400.    1,943,350.      MT  (+/- 180 meters Scaled)
 EW5014
 EW5014                          SUPERSEDED SURVEY CONTROL
 EW5014
 EW5014  NGVD 29 (??/??/92)  266.704  (m)          875.01   (f) ADJ UNCH    1 2
 EW5014
 EW5014.Superseded values are not recommended for survey control.
 EW5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5014.See file dsdata.txt to determine how the superseded data were derived.
 EW5014
 EW5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT511820(NAD 83)
 EW5014_MARKER: S = SPIKE
 EW5014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5014_SP_SET: CURB
 EW5014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5014
 EW5014  HISTORY     - Date     Condition        Report By
 EW5014  HISTORY     - UNK      MONUMENTED       CA1980
 EW5014  HISTORY     - 1968     GOOD             CA1980
 EW5014
 EW5014                          STATION DESCRIPTION
 EW5014
 EW5014'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW5014'IN LOS ANGELES.
 EW5014'WIRE SPIKE AT THE EAST CURB OF SHOUP AVENUE, 9.1 FEET NORTH
 EW5014'OF THE EASTERLY PRODUCTION OF THE CENTER LINE OF CLARENDON
 EW5014'STREET FROM THE WEST, IN THE TOP OF A CONCRETE CULVERT INLET
 EW5014'STRUCTURE, AT ITS SOUTHWEST CORNER.  CLARENDON IS THE FIRST
 EW5014'STREET NORTH OF VENTURA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3187 ***********************************************************************
 AB3187  DESIGNATION -  06 04095
 AB3187  PID         -  AB3187
 AB3187  STATE/COUNTY-  CA/LOS ANGELES
 AB3187  USGS QUAD   -  CANOGA PARK (1967)
 AB3187
 AB3187                         *CURRENT SURVEY CONTROL
 AB3187  ___________________________________________________________________
 AB3187* NAD 83(1986)-  34 10 06.     (N)    118 37 26.     (W)     SCALED    
 AB3187* NAVD 88     -       269.864  (meters)     885.38   (feet)  ADJUSTED  
 AB3187  ___________________________________________________________________
 AB3187  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AB3187  DYNAMIC HT  -         269.578 (meters)     884.44  (feet)  COMP
 AB3187  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 AB3187
 AB3187  VERT ORDER  -  THIRD
 AB3187
 AB3187.The horizontal coordinates were scaled from a topographic map and have
 AB3187.an estimated accuracy of +/- 6 seconds.
 AB3187
 AB3187.The orthometric height was determined by differential leveling
 AB3187.and adjusted in November 1996.
 AB3187
 AB3187.The geoid height was determined by GEOID03.
 AB3187
 AB3187.The dynamic height is computed by dividing the NAVD 88
 AB3187.geopotential number by the normal gravity value computed on the
 AB3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3187.degrees latitude (g = 980.6199 gals.).
 AB3187
 AB3187.The modeled gravity was interpolated from observed gravity values.
 AB3187
 AB3187;                    North         East    Units  Estimated Accuracy
 AB3187;SPC CA 5     -   574,310.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3187
 AB3187                          SUPERSEDED SURVEY CONTROL
 AB3187
 AB3187.No superseded survey control is available for this station.
 AB3187
 AB3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503820(NAD 83)
 AB3187_MARKER: S = SPIKE
 AB3187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3187_SP_SET: CURB
 AB3187_MARK LOGO: NONE  
 AB3187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3187+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3187
 AB3187  HISTORY     - Date     Condition        Report By
 AB3187  HISTORY     - 1967     MONUMENTED       CA1980
 AB3187  HISTORY     - 19941027 GOOD             MWDSC
 AB3187  HISTORY     - 20050704 GOOD             USPSQD
 AB3187
 AB3187                          STATION DESCRIPTION
 AB3187
 AB3187'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3187'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND MARIANO ST,
 AB3187'40 FEET (12.2 M) EAST OF THE AVE AND 46 FEET (14.0 M) SOUTH OF THE ST,
 AB3187'AT NORTHWEST CORNER OF CATCH BASIN.  A WIRE SPIKE SET IN TOP OF THE
 AB3187'CONCRETE CURB.  REFERENCE MWD LEVEL LINE 35 PG.6.
 AB3187
 AB3187                          STATION RECOVERY (2005)
 AB3187
 AB3187'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3186 ***********************************************************************
 AB3186  DESIGNATION -  06 04109
 AB3186  PID         -  AB3186
 AB3186  STATE/COUNTY-  CA/LOS ANGELES
 AB3186  USGS QUAD   -  CANOGA PARK (1967)
 AB3186
 AB3186                         *CURRENT SURVEY CONTROL
 AB3186  ___________________________________________________________________
 AB3186* NAD 83(1986)-  34 10 12.     (N)    118 37 26.     (W)     SCALED    
 AB3186* NAVD 88     -       268.212  (meters)     879.96   (feet)  ADJUSTED  
 AB3186  ___________________________________________________________________
 AB3186  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AB3186  DYNAMIC HT  -         267.927 (meters)     879.02  (feet)  COMP
 AB3186  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 AB3186
 AB3186  VERT ORDER  -  THIRD
 AB3186
 AB3186.The horizontal coordinates were scaled from a topographic map and have
 AB3186.an estimated accuracy of +/- 6 seconds.
 AB3186
 AB3186.The orthometric height was determined by differential leveling
 AB3186.and adjusted in November 1996.
 AB3186
 AB3186.The geoid height was determined by GEOID03.
 AB3186
 AB3186.The dynamic height is computed by dividing the NAVD 88
 AB3186.geopotential number by the normal gravity value computed on the
 AB3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3186.degrees latitude (g = 980.6199 gals.).
 AB3186
 AB3186.The modeled gravity was interpolated from observed gravity values.
 AB3186
 AB3186;                    North         East    Units  Estimated Accuracy
 AB3186;SPC CA 5     -   574,500.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3186
 AB3186                          SUPERSEDED SURVEY CONTROL
 AB3186
 AB3186.No superseded survey control is available for this station.
 AB3186
 AB3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503821(NAD 83)
 AB3186_MARKER: S = SPIKE
 AB3186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3186_SP_SET: CURB
 AB3186_MARK LOGO: NONE  
 AB3186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3186+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3186
 AB3186  HISTORY     - Date     Condition        Report By
 AB3186  HISTORY     - 1967     MONUMENTED       CA1980
 AB3186  HISTORY     - 19941027 GOOD             MWDSC
 AB3186  HISTORY     - 20050704 GOOD             USPSQD
 AB3186
 AB3186                          STATION DESCRIPTION
 AB3186
 AB3186'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3186'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND DOLOROSA
 AB3186'ST, 40 FEET (12.2 M) EAST OF THE AVE AND 46 FEET (14.0 M) SOUTH OF THE
 AB3186'ST, AT NORTHWEST CORNER OF CATCH BASIN.  A WIRE SPIKE SET IN TOP OF
 AB3186'THE CONCRETE CURB.  REFERENCE MWD LEVEL LINE 35 PG.6.
 AB3186
 AB3186                          STATION RECOVERY (2005)
 AB3186
 AB3186'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3185 ***********************************************************************
 AB3185  DESIGNATION -  06 04139
 AB3185  PID         -  AB3185
 AB3185  STATE/COUNTY-  CA/LOS ANGELES
 AB3185  USGS QUAD   -  CANOGA PARK (1967)
 AB3185
 AB3185                         *CURRENT SURVEY CONTROL
 AB3185  ___________________________________________________________________
 AB3185* NAD 83(1986)-  34 10 19.     (N)    118 37 27.     (W)     SCALED    
 AB3185* NAVD 88     -       266.204  (meters)     873.37   (feet)  ADJUSTED  
 AB3185  ___________________________________________________________________
 AB3185  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AB3185  DYNAMIC HT  -         265.922 (meters)     872.45  (feet)  COMP
 AB3185  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 AB3185
 AB3185  VERT ORDER  -  THIRD
 AB3185
 AB3185.The horizontal coordinates were scaled from a topographic map and have
 AB3185.an estimated accuracy of +/- 6 seconds.
 AB3185
 AB3185.The orthometric height was determined by differential leveling
 AB3185.and adjusted in November 1996.
 AB3185
 AB3185.The geoid height was determined by GEOID03.
 AB3185
 AB3185.The dynamic height is computed by dividing the NAVD 88
 AB3185.geopotential number by the normal gravity value computed on the
 AB3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3185.degrees latitude (g = 980.6199 gals.).
 AB3185
 AB3185.The modeled gravity was interpolated from observed gravity values.
 AB3185
 AB3185;                    North         East    Units  Estimated Accuracy
 AB3185;SPC CA 5     -   574,710.    1,942,460.      MT  (+/- 180 meters Scaled)
 AB3185
 AB3185                          SUPERSEDED SURVEY CONTROL
 AB3185
 AB3185.No superseded survey control is available for this station.
 AB3185
 AB3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503824(NAD 83)
 AB3185_MARKER: S = SPIKE
 AB3185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3185_SP_SET: CURB
 AB3185_MARK LOGO: NONE  
 AB3185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3185+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3185
 AB3185  HISTORY     - Date     Condition        Report By
 AB3185  HISTORY     - 1967     MONUMENTED       CA1980
 AB3185  HISTORY     - 19941027 GOOD             MWDSC
 AB3185  HISTORY     - 20050704 GOOD             USPSQD
 AB3185
 AB3185                          STATION DESCRIPTION
 AB3185
 AB3185'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3185'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND BURBANK
 AB3185'BLVD, 40 FEET (12.2 M) EAST OF THE AVE AND 64 FEET (19.5 M) SOUTH OF
 AB3185'THE BLVD.  A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE
 AB3185'MWD LEVEL LINE 35 PG.6.
 AB3185
 AB3185                          STATION RECOVERY (2005)
 AB3185
 AB3185'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3184 ***********************************************************************
 AB3184  DESIGNATION -  06 04154
 AB3184  PID         -  AB3184
 AB3184  STATE/COUNTY-  CA/LOS ANGELES
 AB3184  USGS QUAD   -  CANOGA PARK (1967)
 AB3184
 AB3184                         *CURRENT SURVEY CONTROL
 AB3184  ___________________________________________________________________
 AB3184* NAD 83(1986)-  34 10 26.     (N)    118 37 27.     (W)     SCALED    
 AB3184* NAVD 88     -       264.213  (meters)     866.84   (feet)  ADJUSTED  
 AB3184  ___________________________________________________________________
 AB3184  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AB3184  DYNAMIC HT  -         263.933 (meters)     865.92  (feet)  COMP
 AB3184  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 AB3184
 AB3184  VERT ORDER  -  THIRD
 AB3184
 AB3184.The horizontal coordinates were scaled from a topographic map and have
 AB3184.an estimated accuracy of +/- 6 seconds.
 AB3184
 AB3184.The orthometric height was determined by differential leveling
 AB3184.and adjusted in November 1996.
 AB3184
 AB3184.The geoid height was determined by GEOID03.
 AB3184
 AB3184.The dynamic height is computed by dividing the NAVD 88
 AB3184.geopotential number by the normal gravity value computed on the
 AB3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3184.degrees latitude (g = 980.6199 gals.).
 AB3184
 AB3184.The modeled gravity was interpolated from observed gravity values.
 AB3184
 AB3184;                    North         East    Units  Estimated Accuracy
 AB3184;SPC CA 5     -   574,930.    1,942,460.      MT  (+/- 180 meters Scaled)
 AB3184
 AB3184                          SUPERSEDED SURVEY CONTROL
 AB3184
 AB3184.No superseded survey control is available for this station.
 AB3184
 AB3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503826(NAD 83)
 AB3184_MARKER: S = SPIKE
 AB3184_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3184_SP_SET: CURB
 AB3184_MARK LOGO: NONE  
 AB3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3184+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3184
 AB3184  HISTORY     - Date     Condition        Report By
 AB3184  HISTORY     - 1967     MONUMENTED       CA1980
 AB3184  HISTORY     - 19941027 GOOD             MWDSC
 AB3184  HISTORY     - 20050704 GOOD             USPSQD
 AB3184
 AB3184                          STATION DESCRIPTION
 AB3184
 AB3184'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3184'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND COLLINS ST,
 AB3184'40 FEET (12.2 M) EAST OF THE AVE AND 34 FEET (10.4 M) SOUTH OF THE ST,
 AB3184'WEST, AT NORTHWEST CORNER OF CATCH BASIN.  A WIRE SPIKE SET IN TOP OF
 AB3184'THE CONCRETE CURB.  REFERENCE MWD LEVEL LINE 35 PG.6.
 AB3184
 AB3184                          STATION RECOVERY (2005)
 AB3184
 AB3184'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3181 ***********************************************************************
 AB3181  DESIGNATION -  06 04231
 AB3181  PID         -  AB3181
 AB3181  STATE/COUNTY-  CA/LOS ANGELES
 AB3181  USGS QUAD   -  CANOGA PARK (1967)
 AB3181
 AB3181                         *CURRENT SURVEY CONTROL
 AB3181  ___________________________________________________________________
 AB3181* NAD 83(1986)-  34 10 45.     (N)    118 37 27.     (W)     SCALED    
 AB3181* NAVD 88     -       258.972  (meters)     849.64   (feet)  ADJUSTED  
 AB3181  ___________________________________________________________________
 AB3181  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AB3181  DYNAMIC HT  -         258.698 (meters)     848.75  (feet)  COMP
 AB3181  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 AB3181
 AB3181  VERT ORDER  -  THIRD
 AB3181
 AB3181.The horizontal coordinates were scaled from a topographic map and have
 AB3181.an estimated accuracy of +/- 6 seconds.
 AB3181
 AB3181.The orthometric height was determined by differential leveling
 AB3181.and adjusted in November 1996.
 AB3181
 AB3181.The geoid height was determined by GEOID03.
 AB3181
 AB3181.The dynamic height is computed by dividing the NAVD 88
 AB3181.geopotential number by the normal gravity value computed on the
 AB3181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3181.degrees latitude (g = 980.6199 gals.).
 AB3181
 AB3181.The modeled gravity was interpolated from observed gravity values.
 AB3181
 AB3181;                    North         East    Units  Estimated Accuracy
 AB3181;SPC CA 5     -   575,520.    1,942,460.      MT  (+/- 180 meters Scaled)
 AB3181
 AB3181                          SUPERSEDED SURVEY CONTROL
 AB3181
 AB3181.No superseded survey control is available for this station.
 AB3181
 AB3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503832(NAD 83)
 AB3181_MARKER: S = SPIKE
 AB3181_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3181_SP_SET: CURB
 AB3181_MARK LOGO: NONE  
 AB3181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3181+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1994
 AB3181
 AB3181  HISTORY     - Date     Condition        Report By
 AB3181  HISTORY     - 1967     MONUMENTED       CA1980
 AB3181  HISTORY     - 19941027 GOOD             MWDSC
 AB3181  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AB3181
 AB3181                          STATION DESCRIPTION
 AB3181
 AB3181'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3181'WOODLAND HILLS, NEAR THE INTERSECTION OF FALLBROOK AVE AND OXNARD ST,
 AB3181'40 FEET (12.2 M) EAST OF THE AVE AND 94 FEET (28.7 M) NORTH OF THE ST.
 AB3181'A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD LEVEL
 AB3181'LINE 35 PG.5.
 AB3181
 AB3181                          STATION RECOVERY (2005)
 AB3181
 AB3181'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3181'REPORTED LOCATION OF MARK IS WITHIN THE BOUNDS OF A GAS STATION
 AB3181'DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3180 ***********************************************************************
 AB3180  DESIGNATION -  06 04270
 AB3180  PID         -  AB3180
 AB3180  STATE/COUNTY-  CA/LOS ANGELES
 AB3180  USGS QUAD   -  CANOGA PARK (1967)
 AB3180
 AB3180                         *CURRENT SURVEY CONTROL
 AB3180  ___________________________________________________________________
 AB3180* NAD 83(1986)-  34 10 58.     (N)    118 37 27.     (W)     SCALED    
 AB3180* NAVD 88     -       256.348  (meters)     841.04   (feet)  ADJUSTED  
 AB3180  ___________________________________________________________________
 AB3180  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AB3180  DYNAMIC HT  -         256.077 (meters)     840.15  (feet)  COMP
 AB3180  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 AB3180
 AB3180  VERT ORDER  -  THIRD
 AB3180
 AB3180.The horizontal coordinates were scaled from a topographic map and have
 AB3180.an estimated accuracy of +/- 6 seconds.
 AB3180
 AB3180.The orthometric height was determined by differential leveling
 AB3180.and adjusted in November 1996.
 AB3180
 AB3180.The geoid height was determined by GEOID03.
 AB3180
 AB3180.The dynamic height is computed by dividing the NAVD 88
 AB3180.geopotential number by the normal gravity value computed on the
 AB3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3180.degrees latitude (g = 980.6199 gals.).
 AB3180
 AB3180.The modeled gravity was interpolated from observed gravity values.
 AB3180
 AB3180;                    North         East    Units  Estimated Accuracy
 AB3180;SPC CA 5     -   575,920.    1,942,460.      MT  (+/- 180 meters Scaled)
 AB3180
 AB3180                          SUPERSEDED SURVEY CONTROL
 AB3180
 AB3180.No superseded survey control is available for this station.
 AB3180
 AB3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503836(NAD 83)
 AB3180_MARKER: S = SPIKE
 AB3180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3180_SP_SET: CURB
 AB3180_MARK LOGO: NONE  
 AB3180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3180+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3180
 AB3180  HISTORY     - Date     Condition        Report By
 AB3180  HISTORY     - 1967     MONUMENTED       CA1980
 AB3180  HISTORY     - 19941027 GOOD             MWDSC
 AB3180  HISTORY     - 20050704 GOOD             USPSQD
 AB3180
 AB3180                          STATION DESCRIPTION
 AB3180
 AB3180'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3180'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND ERWIN ST, 75
 AB3180'FEET (22.9 M) EAST OF THE AVE AND 18 FEET (5.5 M) NORTH OF THE ST.  A
 AB3180'WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD LEVEL LINE
 AB3180'35 PG.5.
 AB3180
 AB3180                          STATION RECOVERY (2005)
 AB3180
 AB3180'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3179 ***********************************************************************
 AB3179  DESIGNATION -  06 04291
 AB3179  PID         -  AB3179
 AB3179  STATE/COUNTY-  CA/LOS ANGELES
 AB3179  USGS QUAD   -  CANOGA PARK (1967)
 AB3179
 AB3179                         *CURRENT SURVEY CONTROL
 AB3179  ___________________________________________________________________
 AB3179* NAD 83(1986)-  34 11 12.     (N)    118 37 27.     (W)     SCALED    
 AB3179* NAVD 88     -       253.260  (meters)     830.90   (feet)  ADJUSTED  
 AB3179  ___________________________________________________________________
 AB3179  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AB3179  DYNAMIC HT  -         252.992 (meters)     830.02  (feet)  COMP
 AB3179  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 AB3179
 AB3179  VERT ORDER  -  THIRD
 AB3179
 AB3179.The horizontal coordinates were scaled from a topographic map and have
 AB3179.an estimated accuracy of +/- 6 seconds.
 AB3179
 AB3179.The orthometric height was determined by differential leveling
 AB3179.and adjusted in November 1996.
 AB3179
 AB3179.The geoid height was determined by GEOID03.
 AB3179
 AB3179.The dynamic height is computed by dividing the NAVD 88
 AB3179.geopotential number by the normal gravity value computed on the
 AB3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3179.degrees latitude (g = 980.6199 gals.).
 AB3179
 AB3179.The modeled gravity was interpolated from observed gravity values.
 AB3179
 AB3179;                    North         East    Units  Estimated Accuracy
 AB3179;SPC CA 5     -   576,350.    1,942,470.      MT  (+/- 180 meters Scaled)
 AB3179
 AB3179                          SUPERSEDED SURVEY CONTROL
 AB3179
 AB3179.No superseded survey control is available for this station.
 AB3179
 AB3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503840(NAD 83)
 AB3179_MARKER: S = SPIKE
 AB3179_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3179_SP_SET: CURB
 AB3179_MARK LOGO: NONE  
 AB3179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3179+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3179
 AB3179  HISTORY     - Date     Condition        Report By
 AB3179  HISTORY     - 1967     MONUMENTED       CA1980
 AB3179  HISTORY     - 19941027 GOOD             MWDSC
 AB3179  HISTORY     - 20050704 GOOD             USPSQD
 AB3179
 AB3179                          STATION DESCRIPTION
 AB3179
 AB3179'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3179'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND VICTORY BLVD,
 AB3179'40 FEET (12.2 M) EAST OF THE AVE AND 70 FEET (21.3 M) NORTH OF THE
 AB3179'BLVD.  A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD
 AB3179'LEVEL LINE 35 PG.5.
 AB3179
 AB3179                          STATION RECOVERY (2005)
 AB3179
 AB3179'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3178 ***********************************************************************
 AB3178  DESIGNATION -  06 04305
 AB3178  PID         -  AB3178
 AB3178  STATE/COUNTY-  CA/LOS ANGELES
 AB3178  USGS QUAD   -  CANOGA PARK (1967)
 AB3178
 AB3178                         *CURRENT SURVEY CONTROL
 AB3178  ___________________________________________________________________
 AB3178* NAD 83(1986)-  34 11 27.     (N)    118 37 27.     (W)     SCALED    
 AB3178* NAVD 88     -       250.643  (meters)     822.32   (feet)  ADJUSTED  
 AB3178  ___________________________________________________________________
 AB3178  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AB3178  DYNAMIC HT  -         250.379 (meters)     821.45  (feet)  COMP
 AB3178  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 AB3178
 AB3178  VERT ORDER  -  THIRD
 AB3178
 AB3178.The horizontal coordinates were scaled from a topographic map and have
 AB3178.an estimated accuracy of +/- 6 seconds.
 AB3178
 AB3178.The orthometric height was determined by differential leveling
 AB3178.and adjusted in November 1996.
 AB3178
 AB3178.The geoid height was determined by GEOID03.
 AB3178
 AB3178.The dynamic height is computed by dividing the NAVD 88
 AB3178.geopotential number by the normal gravity value computed on the
 AB3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3178.degrees latitude (g = 980.6199 gals.).
 AB3178
 AB3178.The modeled gravity was interpolated from observed gravity values.
 AB3178
 AB3178;                    North         East    Units  Estimated Accuracy
 AB3178;SPC CA 5     -   576,810.    1,942,470.      MT  (+/- 180 meters Scaled)
 AB3178
 AB3178                          SUPERSEDED SURVEY CONTROL
 AB3178
 AB3178.No superseded survey control is available for this station.
 AB3178
 AB3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503845(NAD 83)
 AB3178_MARKER: S = SPIKE
 AB3178_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3178_SP_SET: CURB
 AB3178_MARK LOGO: NONE  
 AB3178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3178+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3178
 AB3178  HISTORY     - Date     Condition        Report By
 AB3178  HISTORY     - 1967     MONUMENTED       CA1980
 AB3178  HISTORY     - 19941027 GOOD             MWDSC
 AB3178  HISTORY     - 20050704 GOOD             USPSQD
 AB3178
 AB3178                          STATION DESCRIPTION
 AB3178
 AB3178'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3178'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND CRISWELL ST,
 AB3178'40 FEET (12.2 M) EAST OF THE AVE AND 47 FEET (14.3 M) NORTH OF THE
 AB3178'STREET.  A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD
 AB3178'LEVEL LINE 35 PG.5.
 AB3178
 AB3178                          STATION RECOVERY (2005)
 AB3178
 AB3178'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3176 ***********************************************************************
 AB3176  DESIGNATION -  06 04345
 AB3176  PID         -  AB3176
 AB3176  STATE/COUNTY-  CA/LOS ANGELES
 AB3176  USGS QUAD   -  CANOGA PARK (1967)
 AB3176
 AB3176                         *CURRENT SURVEY CONTROL
 AB3176  ___________________________________________________________________
 AB3176* NAD 83(1986)-  34 11 49.     (N)    118 37 27.     (W)     SCALED    
 AB3176* NAVD 88     -       248.738  (meters)     816.07   (feet)  ADJUSTED  
 AB3176  ___________________________________________________________________
 AB3176  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AB3176  DYNAMIC HT  -         248.475 (meters)     815.21  (feet)  COMP
 AB3176  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 AB3176
 AB3176  VERT ORDER  -  THIRD
 AB3176
 AB3176.The horizontal coordinates were scaled from a topographic map and have
 AB3176.an estimated accuracy of +/- 6 seconds.
 AB3176
 AB3176.The orthometric height was determined by differential leveling
 AB3176.and adjusted in November 1996.
 AB3176
 AB3176.The geoid height was determined by GEOID03.
 AB3176
 AB3176.The dynamic height is computed by dividing the NAVD 88
 AB3176.geopotential number by the normal gravity value computed on the
 AB3176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3176.degrees latitude (g = 980.6199 gals.).
 AB3176
 AB3176.The modeled gravity was interpolated from observed gravity values.
 AB3176
 AB3176;                    North         East    Units  Estimated Accuracy
 AB3176;SPC CA 5     -   577,490.    1,942,470.      MT  (+/- 180 meters Scaled)
 AB3176
 AB3176                          SUPERSEDED SURVEY CONTROL
 AB3176
 AB3176.No superseded survey control is available for this station.
 AB3176
 AB3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503851(NAD 83)
 AB3176_MARKER: S = SPIKE
 AB3176_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3176_SP_SET: CURB
 AB3176_MARK LOGO: NONE  
 AB3176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3176+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3176
 AB3176  HISTORY     - Date     Condition        Report By
 AB3176  HISTORY     - 1967     MONUMENTED       CA1980
 AB3176  HISTORY     - 19941027 GOOD             MWDSC
 AB3176  HISTORY     - 20050704 GOOD             USPSQD
 AB3176
 AB3176                          STATION DESCRIPTION
 AB3176
 AB3176'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3176'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND MARLIN PLACE,
 AB3176'40 FEET (12.2 M) EAST OF THE AVE AND 48 FEET (14.6 M) SOUTH OF MARLIN
 AB3176'PLACE, A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD
 AB3176'LEVEL LINE 35 PG.5.
 AB3176
 AB3176                          STATION RECOVERY (2005)
 AB3176
 AB3176'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3176'MARK IS 1 FT (0.3 M) WEST OF STREET LIGHTING VAULT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3173 ***********************************************************************
 AB3173  DESIGNATION -  06 04381
 AB3173  PID         -  AB3173
 AB3173  STATE/COUNTY-  CA/LOS ANGELES
 AB3173  USGS QUAD   -  CANOGA PARK (1967)
 AB3173
 AB3173                         *CURRENT SURVEY CONTROL
 AB3173  ___________________________________________________________________
 AB3173* NAD 83(1986)-  34 12 04.     (N)    118 37 27.     (W)     SCALED    
 AB3173* NAVD 88     -       248.671  (meters)     815.85   (feet)  ADJUSTED  
 AB3173  ___________________________________________________________________
 AB3173  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AB3173  DYNAMIC HT  -         248.408 (meters)     814.99  (feet)  COMP
 AB3173  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 AB3173
 AB3173  VERT ORDER  -  THIRD
 AB3173
 AB3173.The horizontal coordinates were scaled from a topographic map and have
 AB3173.an estimated accuracy of +/- 6 seconds.
 AB3173
 AB3173.The orthometric height was determined by differential leveling
 AB3173.and adjusted in November 1996.
 AB3173
 AB3173.The geoid height was determined by GEOID03.
 AB3173
 AB3173.The dynamic height is computed by dividing the NAVD 88
 AB3173.geopotential number by the normal gravity value computed on the
 AB3173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3173.degrees latitude (g = 980.6199 gals.).
 AB3173
 AB3173.The modeled gravity was interpolated from observed gravity values.
 AB3173
 AB3173;                    North         East    Units  Estimated Accuracy
 AB3173;SPC CA 5     -   577,950.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3173
 AB3173                          SUPERSEDED SURVEY CONTROL
 AB3173
 AB3173.No superseded survey control is available for this station.
 AB3173
 AB3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503856(NAD 83)
 AB3173_MARKER: S = SPIKE
 AB3173_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3173_SP_SET: CURB
 AB3173_MARK LOGO: NONE  
 AB3173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3173+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3173
 AB3173  HISTORY     - Date     Condition        Report By
 AB3173  HISTORY     - 1967     MONUMENTED       CA1980
 AB3173  HISTORY     - 19941027 GOOD             MWDSC
 AB3173  HISTORY     - 20050704 GOOD             USPSQD
 AB3173
 AB3173                          STATION DESCRIPTION
 AB3173
 AB3173'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3173'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND SHERMAN WAY,
 AB3173'70 FEET (21.3 M) EAST OF THE AVE AND 40 FEET (12.2 M) NORTH OF SHERMAN
 AB3173'WAY, A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD
 AB3173'LEVEL LINE 35 PG.4.
 AB3173
 AB3173                          STATION RECOVERY (2005)
 AB3173
 AB3173'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3173'MARK IS 3 FT (0.9 M) SW OF POWER POLE 96767M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3172 ***********************************************************************
 AB3172  DESIGNATION -  06 04390
 AB3172  PID         -  AB3172
 AB3172  STATE/COUNTY-  CA/LOS ANGELES
 AB3172  USGS QUAD   -  CANOGA PARK (1967)
 AB3172
 AB3172                         *CURRENT SURVEY CONTROL
 AB3172  ___________________________________________________________________
 AB3172* NAD 83(1986)-  34 12 10.     (N)    118 37 27.     (W)     SCALED    
 AB3172* NAVD 88     -       248.218  (meters)     814.36   (feet)  ADJUSTED  
 AB3172  ___________________________________________________________________
 AB3172  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 AB3172  DYNAMIC HT  -         247.955 (meters)     813.50  (feet)  COMP
 AB3172  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 AB3172
 AB3172  VERT ORDER  -  THIRD
 AB3172
 AB3172.The horizontal coordinates were scaled from a topographic map and have
 AB3172.an estimated accuracy of +/- 6 seconds.
 AB3172
 AB3172.The orthometric height was determined by differential leveling
 AB3172.and adjusted in November 1996.
 AB3172
 AB3172.The geoid height was determined by GEOID03.
 AB3172
 AB3172.The dynamic height is computed by dividing the NAVD 88
 AB3172.geopotential number by the normal gravity value computed on the
 AB3172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3172.degrees latitude (g = 980.6199 gals.).
 AB3172
 AB3172.The modeled gravity was interpolated from observed gravity values.
 AB3172
 AB3172;                    North         East    Units  Estimated Accuracy
 AB3172;SPC CA 5     -   578,130.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3172
 AB3172                          SUPERSEDED SURVEY CONTROL
 AB3172
 AB3172.No superseded survey control is available for this station.
 AB3172
 AB3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503858(NAD 83)
 AB3172_MARKER: S = SPIKE
 AB3172_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3172_SP_SET: CURB
 AB3172_MARK LOGO: NONE  
 AB3172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3172+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3172
 AB3172  HISTORY     - Date     Condition        Report By
 AB3172  HISTORY     - 1967     MONUMENTED       CA1980
 AB3172  HISTORY     - 19941027 GOOD             MWDSC
 AB3172  HISTORY     - 20050704 GOOD             USPSQD
 AB3172
 AB3172                          STATION DESCRIPTION
 AB3172
 AB3172'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3172'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND WYANDOTTE ST,
 AB3172'40 FEET (12.2 M) EAST OF THE AVE AND 56 FEET (17.1 M) NORTH OF THE ST,
 AB3172'A WIRE SPIKE SET IN TOP OF THE CONCRETE CURB.  REFERENCE MWD LEVEL
 AB3172'LINE 35 PG.4.
 AB3172
 AB3172                          STATION RECOVERY (2005)
 AB3172
 AB3172'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3170 ***********************************************************************
 AB3170  DESIGNATION -  06 04425
 AB3170  PID         -  AB3170
 AB3170  STATE/COUNTY-  CA/LOS ANGELES
 AB3170  USGS QUAD   -  CANOGA PARK (1967)
 AB3170
 AB3170                         *CURRENT SURVEY CONTROL
 AB3170  ___________________________________________________________________
 AB3170* NAD 83(1986)-  34 12 43.     (N)    118 37 27.     (W)     SCALED    
 AB3170* NAVD 88     -       252.347  (meters)     827.91   (feet)  ADJUSTED  
 AB3170  ___________________________________________________________________
 AB3170  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AB3170  DYNAMIC HT  -         252.080 (meters)     827.03  (feet)  COMP
 AB3170  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 AB3170
 AB3170  VERT ORDER  -  THIRD
 AB3170
 AB3170.The horizontal coordinates were scaled from a topographic map and have
 AB3170.an estimated accuracy of +/- 6 seconds.
 AB3170
 AB3170.The orthometric height was determined by differential leveling
 AB3170.and adjusted in November 1996.
 AB3170
 AB3170.The geoid height was determined by GEOID03.
 AB3170
 AB3170.The dynamic height is computed by dividing the NAVD 88
 AB3170.geopotential number by the normal gravity value computed on the
 AB3170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3170.degrees latitude (g = 980.6199 gals.).
 AB3170
 AB3170.The modeled gravity was interpolated from observed gravity values.
 AB3170
 AB3170;                    North         East    Units  Estimated Accuracy
 AB3170;SPC CA 5     -   579,150.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3170
 AB3170                          SUPERSEDED SURVEY CONTROL
 AB3170
 AB3170.No superseded survey control is available for this station.
 AB3170
 AB3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503868(NAD 83)
 AB3170_MARKER: S = SPIKE
 AB3170_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3170_SP_SET: CURB
 AB3170_MARK LOGO: NONE  
 AB3170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3170+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3170
 AB3170  HISTORY     - Date     Condition        Report By
 AB3170  HISTORY     - 1971     MONUMENTED       CA1980
 AB3170  HISTORY     - 19941028 GOOD             MWDSC
 AB3170  HISTORY     - 20050704 GOOD             USPSQD
 AB3170
 AB3170                          STATION DESCRIPTION
 AB3170
 AB3170'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3170'CANOGA PARK, NEAR THE CENTERLINE OF FALLBROOK AVE AND INGOMAR ST, 40
 AB3170'FEET (12.2 M) WEST OF THE AVE AND 48 FEET (14.6 M) NORTH OF INGOMAR
 AB3170'ST.  A WIRE SPIKE SET IN TOP OF CONCRETE CURB.  REFERENCE MWD LEVEL
 AB3170'LINE 35 PG.4.
 AB3170
 AB3170                          STATION RECOVERY (2005)
 AB3170
 AB3170'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3168 ***********************************************************************
 AB3168  DESIGNATION -  06 04445
 AB3168  PID         -  AB3168
 AB3168  STATE/COUNTY-  CA/LOS ANGELES
 AB3168  USGS QUAD   -  CANOGA PARK (1967)
 AB3168
 AB3168                         *CURRENT SURVEY CONTROL
 AB3168  ___________________________________________________________________
 AB3168* NAD 83(1986)-  34 12 56.     (N)    118 37 27.     (W)     SCALED    
 AB3168* NAVD 88     -       254.036  (meters)     833.45   (feet)  ADJUSTED  
 AB3168  ___________________________________________________________________
 AB3168  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 AB3168  DYNAMIC HT  -         253.768 (meters)     832.57  (feet)  COMP
 AB3168  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 AB3168
 AB3168  VERT ORDER  -  THIRD
 AB3168
 AB3168.The horizontal coordinates were scaled from a topographic map and have
 AB3168.an estimated accuracy of +/- 6 seconds.
 AB3168
 AB3168.The orthometric height was determined by differential leveling
 AB3168.and adjusted in November 1996.
 AB3168
 AB3168.The geoid height was determined by GEOID03.
 AB3168
 AB3168.The dynamic height is computed by dividing the NAVD 88
 AB3168.geopotential number by the normal gravity value computed on the
 AB3168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3168.degrees latitude (g = 980.6199 gals.).
 AB3168
 AB3168.The modeled gravity was interpolated from observed gravity values.
 AB3168
 AB3168;                    North         East    Units  Estimated Accuracy
 AB3168;SPC CA 5     -   579,550.    1,942,490.      MT  (+/- 180 meters Scaled)
 AB3168
 AB3168                          SUPERSEDED SURVEY CONTROL
 AB3168
 AB3168.No superseded survey control is available for this station.
 AB3168
 AB3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503872(NAD 83)
 AB3168_MARKER: S = SPIKE
 AB3168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3168_SP_SET: CURB
 AB3168_MARK LOGO: NONE  
 AB3168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3168+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AB3168
 AB3168  HISTORY     - Date     Condition        Report By
 AB3168  HISTORY     - 1971     MONUMENTED       CA1980
 AB3168  HISTORY     - 19941024 GOOD             MWDSC
 AB3168  HISTORY     - 20050629 GOOD             USPSQD
 AB3168
 AB3168                          STATION DESCRIPTION
 AB3168
 AB3168'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3168'CANOGA PARK, NEAR THE INTERSECTION OF FALLBROOK AVE AND STRATHERN ST,
 AB3168'40 FEET (12.2 M) WEST OF THE AVE AND 48 FEET (14.6 M) NORTH OF THE ST,
 AB3168'AND 35 FEET (10.7 M) NORTHEASTERLY OF POWER POLE NO.  252988M. AND 5
 AB3168'FEET (1.5 M) NORTH OF POWER POLE NO.  88309M.  A WIRE SPIKE SET IN TOP
 AB3168'OF CONCRETE CURB.  REFERENCE MWD LEVEL LINE 35 PG.4 AND MWD FB 4031 01
 AB3168'---.
 AB3168
 AB3168                          STATION RECOVERY (2005)
 AB3168
 AB3168'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4466 ***********************************************************************
 EW4466  DESIGNATION -  06 05729 C OF LA
 EW4466  PID         -  EW4466
 EW4466  STATE/COUNTY-  CA/LOS ANGELES
 EW4466  USGS QUAD   -  CALABASAS (1967)
 EW4466
 EW4466                         *CURRENT SURVEY CONTROL
 EW4466  ___________________________________________________________________
 EW4466* NAD 83(1986)-  34 09 29.     (N)    118 38 10.     (W)     SCALED    
 EW4466* NAVD 88     -       282.35   (+/-2cm)     926.3    (feet)  VERTCON   
 EW4466  ___________________________________________________________________
 EW4466  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4466  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4466
 EW4466.The horizontal coordinates were scaled from a topographic map and have
 EW4466.an estimated accuracy of +/- 6 seconds.
 EW4466
 EW4466.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4466.The vertical order pertains to the NGVD 29 superseded value.
 EW4466
 EW4466.The geoid height was determined by GEOID03.
 EW4466
 EW4466;                    North         East    Units  Estimated Accuracy
 EW4466;SPC CA 5     -   573,180.    1,941,340.      MT  (+/- 180 meters Scaled)
 EW4466
 EW4466                          SUPERSEDED SURVEY CONTROL
 EW4466
 EW4466  NGVD 29 (??/??/92)  281.563  (m)          923.76   (f) ADJ UNCH    1 1
 EW4466
 EW4466.Superseded values are not recommended for survey control.
 EW4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4466.See file dsdata.txt to determine how the superseded data were derived.
 EW4466
 EW4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT491808(NAD 83)
 EW4466_MARKER: Z = SEE DESCRIPTION
 EW4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4466+STABILITY: SURFACE MOTION
 EW4466
 EW4466  HISTORY     - Date     Condition        Report By
 EW4466  HISTORY     - UNK      MONUMENTED       CADH
 EW4466  HISTORY     - 1968     GOOD
 EW4466
 EW4466                          STATION DESCRIPTION
 EW4466
 EW4466'DESCRIBED 1968
 EW4466'AT LOS ANGELES.
 EW4466'STATE SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4466'MULHOLLAND DRIVE AND AVENUE SAN LUIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4467 ***********************************************************************
 EW4467  DESIGNATION -  06 05760 C OF LA
 EW4467  PID         -  EW4467
 EW4467  STATE/COUNTY-  CA/LOS ANGELES
 EW4467  USGS QUAD   -  CALABASAS (1967)
 EW4467
 EW4467                         *CURRENT SURVEY CONTROL
 EW4467  ___________________________________________________________________
 EW4467* NAD 83(1986)-  34 09 29.     (N)    118 38 10.     (W)     SCALED    
 EW4467* NAVD 88     -       281.02   (+/-2cm)     922.0    (feet)  VERTCON   
 EW4467  ___________________________________________________________________
 EW4467  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4467  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4467
 EW4467.The horizontal coordinates were scaled from a topographic map and have
 EW4467.an estimated accuracy of +/- 6 seconds.
 EW4467
 EW4467.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4467.The vertical order pertains to the NGVD 29 superseded value.
 EW4467
 EW4467.The geoid height was determined by GEOID03.
 EW4467
 EW4467;                    North         East    Units  Estimated Accuracy
 EW4467;SPC CA 5     -   573,180.    1,941,340.      MT  (+/- 180 meters Scaled)
 EW4467
 EW4467                          SUPERSEDED SURVEY CONTROL
 EW4467
 EW4467  NGVD 29 (??/??/92)  280.24   (m)          919.4    (f) COMPUTED    1 1
 EW4467
 EW4467.Superseded values are not recommended for survey control.
 EW4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4467.See file dsdata.txt to determine how the superseded data were derived.
 EW4467
 EW4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT491808(NAD 83)
 EW4467_MARKER: DE = TRAVERSE STATION DISK
 EW4467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4467_SP_SET: MANHOLE RIM
 EW4467_STAMPING: 11-C-23 1941
 EW4467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4467
 EW4467  HISTORY     - Date     Condition        Report By
 EW4467  HISTORY     - 1941     MONUMENTED       RBNF
 EW4467  HISTORY     - 1975     GOOD             CA1980
 EW4467  HISTORY     - 1975     GOOD             CA1980
 EW4467
 EW4467                          STATION DESCRIPTION
 EW4467
 EW4467'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4467'IN LOS ANGELES.
 EW4467'STANDARD TRAVERSE MONUMENT DRY CANYOON H-5H STAMPED 11-C-23 1941 IN
 EW4467'FIELD AT NORTHEAST CORNER OF VALLEY CIRVLE BLVD. AND AVENUE SAN ZUIS,
 EW4467'46.5 FT. WEST OF NORTHERLY PRODUCTION POLE LINE IN MULHOLLAND DRIVE,
 EW4467'46.5 FT. SOUTH OF VENTURA FRWY FENCE, 47 FT. SW OF SPIKE AND TIN IN
 EW4467'8 FT. TELEPHONE POLE, 21.4 FT. WEST OF CHISELED CROSS IN MANHOLE RIM
 EW4467'20 INCHES DEEP, 8 INCHES BELOW SURFACE OF OLD CONCRETE PAVEMENT.
 EW4467
 EW4467                          STATION RECOVERY (1975)
 EW4467
 EW4467'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4314 ***********************************************************************
 EW4314  DESIGNATION -  06 05770
 EW4314  PID         -  EW4314
 EW4314  STATE/COUNTY-  CA/LOS ANGELES
 EW4314  USGS QUAD   -  CANOGA PARK (1967)
 EW4314
 EW4314                         *CURRENT SURVEY CONTROL
 EW4314  ___________________________________________________________________
 EW4314* NAD 83(1986)-  34 10 00.     (N)    118 35 08.     (W)     SCALED    
 EW4314* NAVD 88     -       280.202  (meters)     919.30   (feet)  ADJUSTED  
 EW4314  ___________________________________________________________________
 EW4314  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4314  DYNAMIC HT  -         279.903 (meters)     918.32  (feet)  COMP
 EW4314  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 EW4314
 EW4314  VERT ORDER  -  FIRST     CLASS I
 EW4314
 EW4314.The horizontal coordinates were scaled from a topographic map and have
 EW4314.an estimated accuracy of +/- 6 seconds.
 EW4314
 EW4314.The orthometric height was determined by differential leveling
 EW4314.and adjusted in June 1995.
 EW4314
 EW4314.The geoid height was determined by GEOID03.
 EW4314
 EW4314.The dynamic height is computed by dividing the NAVD 88
 EW4314.geopotential number by the normal gravity value computed on the
 EW4314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4314.degrees latitude (g = 980.6199 gals.).
 EW4314
 EW4314.The modeled gravity was interpolated from observed gravity values.
 EW4314
 EW4314;                    North         East    Units  Estimated Accuracy
 EW4314;SPC CA 5     -   574,110.    1,946,010.      MT  (+/- 180 meters Scaled)
 EW4314
 EW4314                          SUPERSEDED SURVEY CONTROL
 EW4314
 EW4314  NGVD 29 (??/??/92)  279.43   (m)          916.8    (f) COMPUTED    1 1
 EW4314
 EW4314.Superseded values are not recommended for survey control.
 EW4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4314.See file dsdata.txt to determine how the superseded data were derived.
 EW4314
 EW4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT538817(NAD 83)
 EW4314_MARKER: S = SPIKE
 EW4314_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4314_SP_SET: CURB
 EW4314_MARK LOGO: NONE  
 EW4314_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4314+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4314
 EW4314  HISTORY     - Date     Condition        Report By
 EW4314  HISTORY     - UNK      MONUMENTED       RBNF
 EW4314  HISTORY     - 1975     GOOD             CA1980
 EW4314  HISTORY     - 1975     GOOD             CA1980
 EW4314  HISTORY     - 19940817 GOOD             NGS
 EW4314  HISTORY     - 20010511 GOOD             NGS
 EW4314
 EW4314                          STATION DESCRIPTION
 EW4314
 EW4314'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4314'IN LOS ANGELES.
 EW4314'WIRE SPIKE IN SOUTH CURB OF VENTURA BLVD., 2 FEET WEST OF BOX CULVERT
 EW4314'CURB RETURN WEST OF KELVIN AVENUE.
 EW4314
 EW4314                          STATION RECOVERY (1975)
 EW4314
 EW4314'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4314'RECOVERED IN GOOD CONDITION.
 EW4314
 EW4314                          STATION RECOVERY (1994)
 EW4314
 EW4314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4314'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND KELVIN
 EW4314'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 11.5 M
 EW4314'(37.7 FT) WEST OF THE CENTERLINE OF THE AVENUE, 5.6 M (18.4 FT) SOUTH
 EW4314'OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 0.5 M (1.6 FT)
 EW4314'NORTHWEST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 EW4314'OF THE BOULEVARD.
 EW4314
 EW4314                          STATION RECOVERY (2001)
 EW4314
 EW4314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4314'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4317 ***********************************************************************
 EW4317  DESIGNATION -  06 05880 C OF LA
 EW4317  PID         -  EW4317
 EW4317  STATE/COUNTY-  CA/LOS ANGELES
 EW4317  USGS QUAD   -  CANOGA PARK (1967)
 EW4317
 EW4317                         *CURRENT SURVEY CONTROL
 EW4317  ___________________________________________________________________
 EW4317* NAD 83(1986)-  34 09 59.     (N)    118 35 18.     (W)     SCALED    
 EW4317* NAVD 88     -       277.31   (+/-2cm)     909.8    (feet)  VERTCON   
 EW4317  ___________________________________________________________________
 EW4317  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4317  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4317
 EW4317.The horizontal coordinates were scaled from a topographic map and have
 EW4317.an estimated accuracy of +/- 6 seconds.
 EW4317
 EW4317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4317.The vertical order pertains to the NGVD 29 superseded value.
 EW4317
 EW4317.The geoid height was determined by GEOID03.
 EW4317
 EW4317;                    North         East    Units  Estimated Accuracy
 EW4317;SPC CA 5     -   574,080.    1,945,760.      MT  (+/- 180 meters Scaled)
 EW4317
 EW4317                          SUPERSEDED SURVEY CONTROL
 EW4317
 EW4317  NGVD 29 (??/??/92)  276.525  (m)          907.23   (f) ADJ UNCH    1 2
 EW4317
 EW4317.Superseded values are not recommended for survey control.
 EW4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4317.See file dsdata.txt to determine how the superseded data were derived.
 EW4317
 EW4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT536817(NAD 83)
 EW4317_MARKER: S = SPIKE
 EW4317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4317_SP_SET: CURB
 EW4317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4317
 EW4317  HISTORY     - Date     Condition        Report By
 EW4317  HISTORY     - UNK      MONUMENTED       CA1980
 EW4317  HISTORY     - 1968     GOOD             CA1980
 EW4317
 EW4317                          STATION DESCRIPTION
 EW4317
 EW4317'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4317'AT LOS ANGELES.
 EW4317'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 3 FEET WEST
 EW4317'OF THE BEGINNING OF CURB RETURN WEST OF SERRANIA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4319 ***********************************************************************
 EW4319  DESIGNATION -  06 05908
 EW4319  PID         -  EW4319
 EW4319  STATE/COUNTY-  CA/LOS ANGELES
 EW4319  USGS QUAD   -  CANOGA PARK (1967)
 EW4319
 EW4319                         *CURRENT SURVEY CONTROL
 EW4319  ___________________________________________________________________
 EW4319* NAD 83(1986)-  34 10 01.     (N)    118 35 27.     (W)     SCALED    
 EW4319* NAVD 88     -       275.373  (meters)     903.45   (feet)  ADJUSTED  
 EW4319  ___________________________________________________________________
 EW4319  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4319  DYNAMIC HT  -         275.079 (meters)     902.49  (feet)  COMP
 EW4319  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 EW4319
 EW4319  VERT ORDER  -  FIRST     CLASS I
 EW4319
 EW4319.The horizontal coordinates were scaled from a topographic map and have
 EW4319.an estimated accuracy of +/- 6 seconds.
 EW4319
 EW4319.The orthometric height was determined by differential leveling
 EW4319.and adjusted in June 1995.
 EW4319
 EW4319.The geoid height was determined by GEOID03.
 EW4319
 EW4319.The dynamic height is computed by dividing the NAVD 88
 EW4319.geopotential number by the normal gravity value computed on the
 EW4319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4319.degrees latitude (g = 980.6199 gals.).
 EW4319
 EW4319.The modeled gravity was interpolated from observed gravity values.
 EW4319
 EW4319;                    North         East    Units  Estimated Accuracy
 EW4319;SPC CA 5     -   574,140.    1,945,530.      MT  (+/- 180 meters Scaled)
 EW4319
 EW4319                          SUPERSEDED SURVEY CONTROL
 EW4319
 EW4319  NGVD 29 (??/??/92)  274.60   (m)          900.9    (f) COMPUTED    1 1
 EW4319
 EW4319.Superseded values are not recommended for survey control.
 EW4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4319.See file dsdata.txt to determine how the superseded data were derived.
 EW4319
 EW4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT533818(NAD 83)
 EW4319_MARKER: B = BOLT
 EW4319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4319_SP_SET: CURB
 EW4319_MARK LOGO: NONE  
 EW4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4319+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4319
 EW4319  HISTORY     - Date     Condition        Report By
 EW4319  HISTORY     - UNK      MONUMENTED       CA1980
 EW4319  HISTORY     - 19940817 GOOD             NGS
 EW4319  HISTORY     - 20010511 GOOD             NGS
 EW4319
 EW4319                          STATION DESCRIPTION
 EW4319
 EW4319'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 EW4319'IN LOS ANGELES.
 EW4319'CITY OF L.A. BOLT IN WEST CURB OF PARALTA AVENUE, 23.5 FEET NORTH
 EW4319'OF BOX CULVERT CURB RETURN NORTH OF VENTURA BLVD..
 EW4319
 EW4319                          STATION RECOVERY (1994)
 EW4319
 EW4319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4319'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW4319'PARALTA AVENUE, A BOLT IN THE WEST CONCRETE CURB OF THE AVENUE, 23.3 M
 EW4319'(76.4 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD,
 EW4319'5.9 M (19.4 FT) WEST OF THE CENTERLINE OF THE AVENUE, 5.6 M (18.4 FT)
 EW4319'NORTH OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW4319'AVENUE.
 EW4319
 EW4319                          STATION RECOVERY (2001)
 EW4319
 EW4319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4319'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4318 ***********************************************************************
 EW4318  DESIGNATION -  06 05910 C OF LA
 EW4318  PID         -  EW4318
 EW4318  STATE/COUNTY-  CA/LOS ANGELES
 EW4318  USGS QUAD   -  CANOGA PARK (1967)
 EW4318
 EW4318                         *CURRENT SURVEY CONTROL
 EW4318  ___________________________________________________________________
 EW4318* NAD 83(1986)-  34 10 01.     (N)    118 35 27.     (W)     SCALED    
 EW4318* NAVD 88     -       274.88   (+/-2cm)     901.8    (feet)  VERTCON   
 EW4318  ___________________________________________________________________
 EW4318  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4318  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4318
 EW4318.The horizontal coordinates were scaled from a topographic map and have
 EW4318.an estimated accuracy of +/- 6 seconds.
 EW4318
 EW4318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4318.The vertical order pertains to the NGVD 29 superseded value.
 EW4318
 EW4318.The geoid height was determined by GEOID03.
 EW4318
 EW4318;                    North         East    Units  Estimated Accuracy
 EW4318;SPC CA 5     -   574,140.    1,945,530.      MT  (+/- 180 meters Scaled)
 EW4318
 EW4318                          SUPERSEDED SURVEY CONTROL
 EW4318
 EW4318  NGVD 29 (??/??/92)  274.091  (m)          899.25   (f) ADJ UNCH    1 2
 EW4318
 EW4318.Superseded values are not recommended for survey control.
 EW4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4318.See file dsdata.txt to determine how the superseded data were derived.
 EW4318
 EW4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT533818(NAD 83)
 EW4318_MARKER: S = SPIKE
 EW4318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4318_SP_SET: CURB
 EW4318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4318
 EW4318  HISTORY     - Date     Condition        Report By
 EW4318  HISTORY     - UNK      MONUMENTED       CA1980
 EW4318  HISTORY     - 1968     GOOD             CA1980
 EW4318
 EW4318                          STATION DESCRIPTION
 EW4318
 EW4318'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4318'AT LOS ANGELES.
 EW4318'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD AT THE BEGINNING
 EW4318'OF CURB RETURN EAST OF PARALTA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4321 ***********************************************************************
 EW4321  DESIGNATION -  06 05942
 EW4321  PID         -  EW4321
 EW4321  STATE/COUNTY-  CA/LOS ANGELES
 EW4321  USGS QUAD   -  CANOGA PARK (1967)
 EW4321
 EW4321                         *CURRENT SURVEY CONTROL
 EW4321  ___________________________________________________________________
 EW4321* NAD 83(1986)-  34 10 01.     (N)    118 35 33.     (W)     SCALED    
 EW4321* NAVD 88     -       275.120  (meters)     902.62   (feet)  ADJUSTED  
 EW4321  ___________________________________________________________________
 EW4321  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4321  DYNAMIC HT  -         274.827 (meters)     901.66  (feet)  COMP
 EW4321  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 EW4321
 EW4321  VERT ORDER  -  FIRST     CLASS I
 EW4321
 EW4321.The horizontal coordinates were scaled from a topographic map and have
 EW4321.an estimated accuracy of +/- 6 seconds.
 EW4321
 EW4321.The orthometric height was determined by differential leveling
 EW4321.and adjusted in June 1995.
 EW4321
 EW4321.The geoid height was determined by GEOID03.
 EW4321
 EW4321.The dynamic height is computed by dividing the NAVD 88
 EW4321.geopotential number by the normal gravity value computed on the
 EW4321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4321.degrees latitude (g = 980.6199 gals.).
 EW4321
 EW4321.The modeled gravity was interpolated from observed gravity values.
 EW4321
 EW4321;                    North         East    Units  Estimated Accuracy
 EW4321;SPC CA 5     -   574,140.    1,945,370.      MT  (+/- 180 meters Scaled)
 EW4321
 EW4321                          SUPERSEDED SURVEY CONTROL
 EW4321
 EW4321  NGVD 29 (??/??/92)  274.38   (m)          900.2    (f) COMPUTED    1 1
 EW4321
 EW4321.Superseded values are not recommended for survey control.
 EW4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4321.See file dsdata.txt to determine how the superseded data were derived.
 EW4321
 EW4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT532818(NAD 83)
 EW4321_MARKER: B = BOLT
 EW4321_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4321_SP_SET: CURB
 EW4321_MARK LOGO: NONE  
 EW4321_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4321+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4321
 EW4321  HISTORY     - Date     Condition        Report By
 EW4321  HISTORY     - UNK      MONUMENTED       CA1980
 EW4321  HISTORY     - 19940817 GOOD             NGS
 EW4321  HISTORY     - 20010511 GOOD             NGS
 EW4321
 EW4321                          STATION DESCRIPTION
 EW4321
 EW4321'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 EW4321'IN LOS ANGELES.
 EW4321'CITY OF L.A. BOLT IN EAST CURB OF ALHAMA DRIVE, 4 FEET NORTH OF BOX
 EW4321'CULVERT CURB RETURN NORTH OF VENTURA BLVD..
 EW4321
 EW4321                          STATION RECOVERY (1994)
 EW4321
 EW4321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4321'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND ALHAMA
 EW4321'DRIVE, A BOLT IN THE EAST CONCRETE CURB OF THE DRIVE, 17.6 M (57.7 FT)
 EW4321'NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 6.0 M
 EW4321'(19.7 FT) EAST OF THE CENTERLINE OF THE DRIVE, 2.9 M (9.5 FT) NORTH OF
 EW4321'A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE DRIVE.
 EW4321
 EW4321                          STATION RECOVERY (2001)
 EW4321
 EW4321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4321'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4322 ***********************************************************************
 EW4322  DESIGNATION -  06 06000
 EW4322  PID         -  EW4322
 EW4322  STATE/COUNTY-  CA/LOS ANGELES
 EW4322  USGS QUAD   -  CANOGA PARK (1967)
 EW4322
 EW4322                         *CURRENT SURVEY CONTROL
 EW4322  ___________________________________________________________________
 EW4322* NAD 83(1986)-  34 10 03.     (N)    118 35 43.     (W)     SCALED    
 EW4322* NAVD 88     -       274.619  (meters)     900.98   (feet)  ADJUSTED  
 EW4322  ___________________________________________________________________
 EW4322  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4322  DYNAMIC HT  -         274.326 (meters)     900.02  (feet)  COMP
 EW4322  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 EW4322
 EW4322  VERT ORDER  -  FIRST     CLASS I
 EW4322
 EW4322.The horizontal coordinates were scaled from a topographic map and have
 EW4322.an estimated accuracy of +/- 6 seconds.
 EW4322
 EW4322.The orthometric height was determined by differential leveling
 EW4322.and adjusted in June 1995.
 EW4322
 EW4322.The geoid height was determined by GEOID03.
 EW4322
 EW4322.The dynamic height is computed by dividing the NAVD 88
 EW4322.geopotential number by the normal gravity value computed on the
 EW4322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4322.degrees latitude (g = 980.6199 gals.).
 EW4322
 EW4322.The modeled gravity was interpolated from observed gravity values.
 EW4322
 EW4322;                    North         East    Units  Estimated Accuracy
 EW4322;SPC CA 5     -   574,210.    1,945,120.      MT  (+/- 180 meters Scaled)
 EW4322
 EW4322                          SUPERSEDED SURVEY CONTROL
 EW4322
 EW4322  NGVD 29 (??/??/92)  273.836  (m)          898.41   (f) ADJ UNCH    1 1
 EW4322
 EW4322.Superseded values are not recommended for survey control.
 EW4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4322.See file dsdata.txt to determine how the superseded data were derived.
 EW4322
 EW4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT529818(NAD 83)
 EW4322_MARKER: S = SPIKE
 EW4322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4322_SP_SET: CURB
 EW4322_MARK LOGO: NONE  
 EW4322_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4322+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4322
 EW4322  HISTORY     - Date     Condition        Report By
 EW4322  HISTORY     - UNK      MONUMENTED       CA1980
 EW4322  HISTORY     - 1968     GOOD             CA1980
 EW4322  HISTORY     - 19940817 GOOD             NGS
 EW4322  HISTORY     - 20010511 GOOD             NGS
 EW4322
 EW4322                          STATION DESCRIPTION
 EW4322
 EW4322'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4322'AT LOS ANGELES.
 EW4322'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 0.5 FEET EAST
 EW4322'OF THE BEGINNING OF CURB RETURN EAST OF COMERCIO LANE.
 EW4322
 EW4322                          STATION RECOVERY (1994)
 EW4322
 EW4322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4322'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW4322'COMERCIO LANE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD,
 EW4322'20.2 M (66.3 FT) EAST OF THE CENTERLINE OF THE LANE, 5.2 M (17.1 FT)
 EW4322'SOUTH OF THE CENTER OF THE BOULEVARD, 1.3 M (4.3 FT) WEST OF A STREET
 EW4322'LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4322
 EW4322                          STATION RECOVERY (2001)
 EW4322
 EW4322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4322'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4287 ***********************************************************************
 EW4287  DESIGNATION -  06 06060
 EW4287  PID         -  EW4287
 EW4287  STATE/COUNTY-  CA/LOS ANGELES
 EW4287  USGS QUAD   -  CANOGA PARK (1967)
 EW4287
 EW4287                         *CURRENT SURVEY CONTROL
 EW4287  ___________________________________________________________________
 EW4287* NAD 83(1986)-  34 10 06.     (N)    118 35 56.     (W)     SCALED    
 EW4287* NAVD 88     -       273.13   (+/-2cm)     896.1    (feet)  VERTCON   
 EW4287  ___________________________________________________________________
 EW4287  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4287  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4287
 EW4287.The horizontal coordinates were scaled from a topographic map and have
 EW4287.an estimated accuracy of +/- 6 seconds.
 EW4287
 EW4287.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4287.The vertical order pertains to the NGVD 29 superseded value.
 EW4287
 EW4287.The geoid height was determined by GEOID03.
 EW4287
 EW4287;                    North         East    Units  Estimated Accuracy
 EW4287;SPC CA 5     -   574,300.    1,944,780.      MT  (+/- 180 meters Scaled)
 EW4287
 EW4287                          SUPERSEDED SURVEY CONTROL
 EW4287
 EW4287  NGVD 29 (??/??/92)  272.341  (m)          893.51   (f) ADJ UNCH    1 1
 EW4287
 EW4287.Superseded values are not recommended for survey control.
 EW4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4287.See file dsdata.txt to determine how the superseded data were derived.
 EW4287
 EW4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT526819(NAD 83)
 EW4287_MARKER: B = BOLT
 EW4287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4287_MARK LOGO: NONE  
 EW4287_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4287+STABILITY: SURFACE MOTION
 EW4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4287+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4287
 EW4287  HISTORY     - Date     Condition        Report By
 EW4287  HISTORY     - UNK      MONUMENTED       CA1980
 EW4287  HISTORY     - 1968     GOOD             CA1980
 EW4287  HISTORY     - 19940817 GOOD             NGS
 EW4287
 EW4287                          STATION DESCRIPTION
 EW4287
 EW4287'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4287'AT LOS ANGELES.
 EW4287'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW4287'OF VENTURA BOULEVARD, 177.37 FEET EAST OF THE CENTER LINE OF
 EW4287'DE ROJA AVENUE.
 EW4287
 EW4287                          STATION RECOVERY (1994)
 EW4287
 EW4287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4287'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND DEBOJA
 EW4287'AVENUE, 52.5 M (172.2 FT) EAST OF THE CENTER OF THE AVENUE, 14.1 M
 EW4287'(46.3 FT) NORTH OF BENCH MARK 06 01320, 3.6 M (11.8 FT) SOUTH OF THE
 EW4287'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, AND 0.9 M (3.0 FT)
 EW4287'BELOW THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4287'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
 EW4287'THE MARK IS IN THE WESTBOUND LANES OF THE BOULEVARD AT A CURVE AND IS
 EW4287'TOO DANGEROUS TO USE THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4327 ***********************************************************************
 EW4327  DESIGNATION -  06 06089
 EW4327  PID         -  EW4327
 EW4327  STATE/COUNTY-  CA/LOS ANGELES
 EW4327  USGS QUAD   -  CANOGA PARK (1967)
 EW4327
 EW4327                         *CURRENT SURVEY CONTROL
 EW4327  ___________________________________________________________________
 EW4327* NAD 83(1986)-  34 10 07.     (N)    118 36 02.     (W)     SCALED    
 EW4327* NAVD 88     -       271.939  (meters)     892.19   (feet)  ADJUSTED  
 EW4327  ___________________________________________________________________
 EW4327  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4327  DYNAMIC HT  -         271.650 (meters)     891.24  (feet)  COMP
 EW4327  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 EW4327
 EW4327  VERT ORDER  -  FIRST     CLASS I
 EW4327
 EW4327.The horizontal coordinates were scaled from a topographic map and have
 EW4327.an estimated accuracy of +/- 6 seconds.
 EW4327
 EW4327.The orthometric height was determined by differential leveling
 EW4327.and adjusted in June 1995.
 EW4327
 EW4327.The geoid height was determined by GEOID03.
 EW4327
 EW4327.The dynamic height is computed by dividing the NAVD 88
 EW4327.geopotential number by the normal gravity value computed on the
 EW4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4327.degrees latitude (g = 980.6199 gals.).
 EW4327
 EW4327.The modeled gravity was interpolated from observed gravity values.
 EW4327
 EW4327;                    North         East    Units  Estimated Accuracy
 EW4327;SPC CA 5     -   574,330.    1,944,630.      MT  (+/- 180 meters Scaled)
 EW4327
 EW4327                          SUPERSEDED SURVEY CONTROL
 EW4327
 EW4327  NGVD 29 (??/??/92)  271.06   (m)          889.3    (f) COMPUTED    1 1
 EW4327
 EW4327.Superseded values are not recommended for survey control.
 EW4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4327.See file dsdata.txt to determine how the superseded data were derived.
 EW4327
 EW4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524820(NAD 83)
 EW4327_MARKER: DD = SURVEY DISK
 EW4327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4327_SP_SET: CATCH BASIN
 EW4327_STAMPING: PBM 06-06089 1973
 EW4327_MARK LOGO: CA1980
 EW4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4327+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4327
 EW4327  HISTORY     - Date     Condition        Report By
 EW4327  HISTORY     - 1973     MONUMENTED       CA1980
 EW4327  HISTORY     - 19940817 GOOD             NGS
 EW4327  HISTORY     - 20010511 GOOD             NGS
 EW4327  HISTORY     - 20050704 GOOD             USPSQD
 EW4327
 EW4327                          STATION DESCRIPTION
 EW4327
 EW4327'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW4327'IN LOS ANGELES.
 EW4327'CITY OF L.A. SURVEY PRECISE BENCH MARK STAMPED O6-06089 1973 4.1 FEET
 EW4327'SOUTH OF SOUTH CURBLINE OF VENTURA BLVD., 10 FEET EAST OF BOX CULVERT
 EW4327'CURB RETURN EAST OF BAZA AVENUE, 10 FT EAST OF WEST END OF CATCH BASIN
 EW4327
 EW4327                          STATION RECOVERY (1994)
 EW4327
 EW4327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4327'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND BAZA
 EW4327'AVENUE, NEAR THE CENTER OF THE SOUTH CONCRETE WALL OF A CATCH BASIN,
 EW4327'14.1 M (46.3 FT) EAST OF THE CENTER OF THE AVENUE, 6.3 M (20.7 FT)
 EW4327'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, AND 0.2 M
 EW4327'(0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4327
 EW4327                          STATION RECOVERY (2001)
 EW4327
 EW4327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4327'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4327
 EW4327                          STATION RECOVERY (2005)
 EW4327
 EW4327'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4327'IN FRONT OF 21626 VENTURA BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4328 ***********************************************************************
 EW4328  DESIGNATION -  06 06090 C OF LA
 EW4328  PID         -  EW4328
 EW4328  STATE/COUNTY-  CA/LOS ANGELES
 EW4328  USGS QUAD   -  CANOGA PARK (1967)
 EW4328
 EW4328                         *CURRENT SURVEY CONTROL
 EW4328  ___________________________________________________________________
 EW4328* NAD 83(1986)-  34 10 06.     (N)    118 36 01.     (W)     SCALED    
 EW4328* NAVD 88     -       271.86   (+/-2cm)     891.9    (feet)  VERTCON   
 EW4328  ___________________________________________________________________
 EW4328  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4328  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4328
 EW4328.The horizontal coordinates were scaled from a topographic map and have
 EW4328.an estimated accuracy of +/- 6 seconds.
 EW4328
 EW4328.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4328.The vertical order pertains to the NGVD 29 superseded value.
 EW4328
 EW4328.The geoid height was determined by GEOID03.
 EW4328
 EW4328;                    North         East    Units  Estimated Accuracy
 EW4328;SPC CA 5     -   574,300.    1,944,660.      MT  (+/- 180 meters Scaled)
 EW4328
 EW4328                          SUPERSEDED SURVEY CONTROL
 EW4328
 EW4328  NGVD 29 (??/??/92)  271.072  (m)          889.34   (f) ADJ UNCH    1 2
 EW4328
 EW4328.Superseded values are not recommended for survey control.
 EW4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4328.See file dsdata.txt to determine how the superseded data were derived.
 EW4328
 EW4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525819(NAD 83)
 EW4328_MARKER: S = SPIKE
 EW4328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4328_SP_SET: CURB
 EW4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4328
 EW4328  HISTORY     - Date     Condition        Report By
 EW4328  HISTORY     - UNK      MONUMENTED       CA1980
 EW4328  HISTORY     - 1968     GOOD             CA1980
 EW4328  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 EW4328
 EW4328                          STATION DESCRIPTION
 EW4328
 EW4328'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4328'AT LOS ANGELES.
 EW4328'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 1.5 FEET
 EW4328'EAST OF THE BEGINNING OF CURB RETURN EAST OF BAZA AVENUE.
 EW4328
 EW4328                          STATION RECOVERY (2005)
 EW4328
 EW4328'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4329 ***********************************************************************
 EW4329  DESIGNATION -  06 06120
 EW4329  PID         -  EW4329
 EW4329  STATE/COUNTY-  CA/LOS ANGELES
 EW4329  USGS QUAD   -  CANOGA PARK (1967)
 EW4329
 EW4329                         *CURRENT SURVEY CONTROL
 EW4329  ___________________________________________________________________
 EW4329* NAD 83(1986)-  34 10 06.     (N)    118 36 08.     (W)     SCALED    
 EW4329* NAVD 88     -       271.651  (meters)     891.24   (feet)  ADJUSTED  
 EW4329  ___________________________________________________________________
 EW4329  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4329  DYNAMIC HT  -         271.362 (meters)     890.29  (feet)  COMP
 EW4329  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 EW4329
 EW4329  VERT ORDER  -  FIRST     CLASS I
 EW4329
 EW4329.The horizontal coordinates were scaled from a topographic map and have
 EW4329.an estimated accuracy of +/- 6 seconds.
 EW4329
 EW4329.The orthometric height was determined by differential leveling
 EW4329.and adjusted in June 1995.
 EW4329
 EW4329.The geoid height was determined by GEOID03.
 EW4329
 EW4329.The dynamic height is computed by dividing the NAVD 88
 EW4329.geopotential number by the normal gravity value computed on the
 EW4329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4329.degrees latitude (g = 980.6199 gals.).
 EW4329
 EW4329.The modeled gravity was interpolated from observed gravity values.
 EW4329
 EW4329;                    North         East    Units  Estimated Accuracy
 EW4329;SPC CA 5     -   574,300.    1,944,480.      MT  (+/- 180 meters Scaled)
 EW4329
 EW4329                          SUPERSEDED SURVEY CONTROL
 EW4329
 EW4329  NGVD 29 (??/??/92)  270.565  (m)          887.68   (f) ADJ UNCH    1 1
 EW4329
 EW4329.Superseded values are not recommended for survey control.
 EW4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4329.See file dsdata.txt to determine how the superseded data were derived.
 EW4329
 EW4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523819(NAD 83)
 EW4329_MARKER: B = BOLT
 EW4329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4329_MARK LOGO: NONE  
 EW4329_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4329+STABILITY: SURFACE MOTION
 EW4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4329+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4329
 EW4329  HISTORY     - Date     Condition        Report By
 EW4329  HISTORY     - UNK      MONUMENTED       CA1980
 EW4329  HISTORY     - 1968     GOOD             CA1980
 EW4329  HISTORY     - 1971     GOOD             CA1980
 EW4329  HISTORY     - 19940817 GOOD             NGS
 EW4329  HISTORY     - 20050704 GOOD             USPSQD
 EW4329
 EW4329                          STATION DESCRIPTION
 EW4329
 EW4329'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4329'AT LOS ANGELES.
 EW4329'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW4329'OF VENTURA BOULEVARD, 84.57 FEET WEST OF THE CENTER LINE OF
 EW4329'CALATRANA DRIVE.
 EW4329
 EW4329                          STATION RECOVERY (1971)
 EW4329
 EW4329'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4329'RECOVERED IN GOOD CONDITION.
 EW4329
 EW4329                          STATION RECOVERY (1994)
 EW4329
 EW4329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4329'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW4329'CALATRANA DRIVE, 25.6 M (84.0 FT) WEST OF THE EXTENDED CENTER OF THE
 EW4329'DRIVE LEADING SOUTH, 4.9 M (16.1 FT) SOUTH OF THE CENTER OF THE
 EW4329'WESTBOUND LANES OF THE BOULEVARD, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 EW4329'OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN
 EW4329'8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
 EW4329
 EW4329                          STATION RECOVERY (2005)
 EW4329
 EW4329'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4330 ***********************************************************************
 EW4330  DESIGNATION -  06 06150
 EW4330  PID         -  EW4330
 EW4330  STATE/COUNTY-  CA/LOS ANGELES
 EW4330  USGS QUAD   -  CANOGA PARK (1967)
 EW4330
 EW4330                         *CURRENT SURVEY CONTROL
 EW4330  ___________________________________________________________________
 EW4330* NAD 83(1986)-  34 10 07.     (N)    118 36 13.     (W)     SCALED    
 EW4330* NAVD 88     -       272.330  (meters)     893.47   (feet)  ADJUSTED  
 EW4330  ___________________________________________________________________
 EW4330  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4330  DYNAMIC HT  -         272.041 (meters)     892.52  (feet)  COMP
 EW4330  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 EW4330
 EW4330  VERT ORDER  -  FIRST     CLASS I
 EW4330
 EW4330.The horizontal coordinates were scaled from a topographic map and have
 EW4330.an estimated accuracy of +/- 6 seconds.
 EW4330
 EW4330.The orthometric height was determined by differential leveling
 EW4330.and adjusted in June 1995.
 EW4330
 EW4330.The geoid height was determined by GEOID03.
 EW4330
 EW4330.The dynamic height is computed by dividing the NAVD 88
 EW4330.geopotential number by the normal gravity value computed on the
 EW4330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4330.degrees latitude (g = 980.6199 gals.).
 EW4330
 EW4330.The modeled gravity was interpolated from observed gravity values.
 EW4330
 EW4330;                    North         East    Units  Estimated Accuracy
 EW4330;SPC CA 5     -   574,330.    1,944,350.      MT  (+/- 180 meters Scaled)
 EW4330
 EW4330                          SUPERSEDED SURVEY CONTROL
 EW4330
 EW4330  NGVD 29 (??/??/92)  271.553  (m)          890.92   (f) ADJ UNCH    1 1
 EW4330
 EW4330.Superseded values are not recommended for survey control.
 EW4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4330.See file dsdata.txt to determine how the superseded data were derived.
 EW4330
 EW4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521820(NAD 83)
 EW4330_MARKER: S = SPIKE
 EW4330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4330_SP_SET: CURB
 EW4330_MARK LOGO: NONE  
 EW4330_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4330+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4330
 EW4330  HISTORY     - Date     Condition        Report By
 EW4330  HISTORY     - UNK      MONUMENTED       CA1980
 EW4330  HISTORY     - 1968     GOOD             CA1980
 EW4330  HISTORY     - 19940817 GOOD             NGS
 EW4330  HISTORY     - 20010511 GOOD             NGS
 EW4330  HISTORY     - 20050704 GOOD             USPSQD
 EW4330
 EW4330                          STATION DESCRIPTION
 EW4330
 EW4330'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4330'AT LOS ANGELES.
 EW4330'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 3 FEET EAST
 EW4330'OF THE BEGINNING OF CURB RETURN EAST OF DON PIO DRIVE.
 EW4330
 EW4330                          STATION RECOVERY (1994)
 EW4330
 EW4330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4330'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND DON
 EW4330'PIO DRIVE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 11.1 M
 EW4330'(36.4 FT) EAST OF THE CENTER OF THE DRIVE, 5.3 M (17.4 FT) SOUTH OF
 EW4330'THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 1.4 M (4.6 FT)
 EW4330'EAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW4330'BOULEVARD.
 EW4330
 EW4330                          STATION RECOVERY (2001)
 EW4330
 EW4330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4330'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4330
 EW4330                          STATION RECOVERY (2005)
 EW4330
 EW4330'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4332 ***********************************************************************
 EW4332  DESIGNATION -  06 06179
 EW4332  PID         -  EW4332
 EW4332  STATE/COUNTY-  CA/LOS ANGELES
 EW4332  USGS QUAD   -  CANOGA PARK (1967)
 EW4332
 EW4332                         *CURRENT SURVEY CONTROL
 EW4332  ___________________________________________________________________
 EW4332* NAD 83(1986)-  34 10 06.     (N)    118 36 20.     (W)     SCALED    
 EW4332* NAVD 88     -       272.54   (+/-2cm)     894.2    (feet)  VERTCON   
 EW4332  ___________________________________________________________________
 EW4332  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4332  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4332
 EW4332.The horizontal coordinates were scaled from a topographic map and have
 EW4332.an estimated accuracy of +/- 6 seconds.
 EW4332
 EW4332.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4332.The vertical order pertains to the NGVD 29 superseded value.
 EW4332
 EW4332.The geoid height was determined by GEOID03.
 EW4332
 EW4332;                    North         East    Units  Estimated Accuracy
 EW4332;SPC CA 5     -   574,300.    1,944,170.      MT  (+/- 180 meters Scaled)
 EW4332
 EW4332                          SUPERSEDED SURVEY CONTROL
 EW4332
 EW4332  NGVD 29 (??/??/92)  271.753  (m)          891.58   (f) ADJ UNCH    1 1
 EW4332
 EW4332.Superseded values are not recommended for survey control.
 EW4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4332.See file dsdata.txt to determine how the superseded data were derived.
 EW4332
 EW4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520819(NAD 83)
 EW4332_MARKER: Z = SEE DESCRIPTION
 EW4332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4332_SP_SET: FOOTING
 EW4332_STAMPING: 06-06179 1968
 EW4332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4332
 EW4332  HISTORY     - Date     Condition        Report By
 EW4332  HISTORY     - 1968     MONUMENTED       CA1980
 EW4332  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW4332
 EW4332                          STATION DESCRIPTION
 EW4332
 EW4332'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4332'AT LOS ANGELES.
 EW4332'CITY OF LOS ANGELES PRECISE BENCH MARK, STAMPED 06-06179 1968, IN
 EW4332'THE SOUTHEAST CORNER OF CONCRETE SIGN FOOTING, 20.0 FEET NORTH
 EW4332'OF THE NORTH CURB LINE OF VENTURA BOULEVARD, 17.5 FEET WEST OF
 EW4332'THE WEST CURB LINE OF TOPANGA CANYON BOULEVARD.
 EW4332
 EW4332                          STATION RECOVERY (1994)
 EW4332
 EW4332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4332'THE SIGN BASE AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 EW4332'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4333 ***********************************************************************
 EW4333  DESIGNATION -  06 06210
 EW4333  PID         -  EW4333
 EW4333  STATE/COUNTY-  CA/LOS ANGELES
 EW4333  USGS QUAD   -  CANOGA PARK (1967)
 EW4333
 EW4333                         *CURRENT SURVEY CONTROL
 EW4333  ___________________________________________________________________
 EW4333* NAD 83(1986)-  34 10 07.     (N)    118 36 30.     (W)     SCALED    
 EW4333* NAVD 88     -       272.861  (meters)     895.21   (feet)  ADJUSTED  
 EW4333  ___________________________________________________________________
 EW4333  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4333  DYNAMIC HT  -         272.571 (meters)     894.26  (feet)  COMP
 EW4333  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 EW4333
 EW4333  VERT ORDER  -  FIRST     CLASS I
 EW4333
 EW4333.The horizontal coordinates were scaled from a topographic map and have
 EW4333.an estimated accuracy of +/- 6 seconds.
 EW4333
 EW4333.The orthometric height was determined by differential leveling
 EW4333.and adjusted in November 1996.
 EW4333
 EW4333.The geoid height was determined by GEOID03.
 EW4333
 EW4333.The dynamic height is computed by dividing the NAVD 88
 EW4333.geopotential number by the normal gravity value computed on the
 EW4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4333.degrees latitude (g = 980.6199 gals.).
 EW4333
 EW4333.The modeled gravity was interpolated from observed gravity values.
 EW4333
 EW4333;                    North         East    Units  Estimated Accuracy
 EW4333;SPC CA 5     -   574,340.    1,943,910.      MT  (+/- 180 meters Scaled)
 EW4333
 EW4333                          SUPERSEDED SURVEY CONTROL
 EW4333
 EW4333  NGVD 29 (??/??/92)  271.802  (m)          891.74   (f) ADJ UNCH    1 1
 EW4333
 EW4333.Superseded values are not recommended for survey control.
 EW4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4333.See file dsdata.txt to determine how the superseded data were derived.
 EW4333
 EW4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT517820(NAD 83)
 EW4333_MARKER: S = SPIKE
 EW4333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4333_SP_SET: CURB
 EW4333_MARK LOGO: NONE  
 EW4333_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4333+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 EW4333
 EW4333  HISTORY     - Date     Condition        Report By
 EW4333  HISTORY     - 1968     MONUMENTED       CA1980
 EW4333  HISTORY     - 1968     GOOD             CA1980
 EW4333  HISTORY     - 19941108 GOOD             MWDSC
 EW4333  HISTORY     - 20010511 GOOD             NGS
 EW4333  HISTORY     - 20050704 GOOD             USPSQD
 EW4333
 EW4333                          STATION DESCRIPTION
 EW4333
 EW4333'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4333'AT LOS ANGELES.
 EW4333'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 7.7 FEET
 EW4333'EAST OF THE BEGINNING OF CURB RETURN EAST OF GLADE AVENUE.
 EW4333
 EW4333                          STATION RECOVERY (1994)
 EW4333
 EW4333'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EW4333'WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BLVD AND GLADE AVE, 40
 EW4333'FEET (12.2 M) NORTH OF THE BLVD AND 36 FEET (11.0 M) EAST OF THE AVE.
 EW4333'AND 7.2 FEET (2.2 M) EAST OF THE CURB RETURN.  A WIRE SPIKE SET IN THE
 EW4333'CONCRETE CURB AND 0.7 FOOT (21.3 CM) ABOVE STREET.  REFERENCE MWD FB
 EW4333'4301 01 ---.
 EW4333
 EW4333                          STATION RECOVERY (2001)
 EW4333
 EW4333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4333'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4333
 EW4333                          STATION RECOVERY (2005)
 EW4333
 EW4333'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4334 ***********************************************************************
 EW4334  DESIGNATION -  06 06240 C OF LA
 EW4334  PID         -  EW4334
 EW4334  STATE/COUNTY-  CA/LOS ANGELES
 EW4334  USGS QUAD   -  CANOGA PARK (1967)
 EW4334
 EW4334                         *CURRENT SURVEY CONTROL
 EW4334  ___________________________________________________________________
 EW4334* NAD 83(1986)-  34 10 08.     (N)    118 36 35.     (W)     SCALED    
 EW4334* NAVD 88     -       271.95   (+/-2cm)     892.2    (feet)  VERTCON   
 EW4334  ___________________________________________________________________
 EW4334  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4334  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4334
 EW4334.The horizontal coordinates were scaled from a topographic map and have
 EW4334.an estimated accuracy of +/- 6 seconds.
 EW4334
 EW4334.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4334.The vertical order pertains to the NGVD 29 superseded value.
 EW4334
 EW4334.The geoid height was determined by GEOID03.
 EW4334
 EW4334;                    North         East    Units  Estimated Accuracy
 EW4334;SPC CA 5     -   574,370.    1,943,790.      MT  (+/- 180 meters Scaled)
 EW4334
 EW4334                          SUPERSEDED SURVEY CONTROL
 EW4334
 EW4334  NGVD 29 (??/??/92)  271.163  (m)          889.64   (f) ADJ UNCH    1 1
 EW4334
 EW4334.Superseded values are not recommended for survey control.
 EW4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4334.See file dsdata.txt to determine how the superseded data were derived.
 EW4334
 EW4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT516820(NAD 83)
 EW4334_MARKER: Z = SEE DESCRIPTION
 EW4334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4334+STABILITY: SURFACE MOTION
 EW4334
 EW4334  HISTORY     - Date     Condition        Report By
 EW4334  HISTORY     - UNK      MONUMENTED       CA1980
 EW4334  HISTORY     - 1968     GOOD             CA1980
 EW4334  HISTORY     - 20050704 GOOD             USPSQD
 EW4334
 EW4334                          STATION DESCRIPTION
 EW4334
 EW4334'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4334'AT LOS ANGELES.
 EW4334'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW4334'OF VENTURA BOULEVARD 248.54 FEET EAST OF THE CENTER LINE OF
 EW4334'FARRALONE AVENUE FROM THE NORTH.
 EW4334
 EW4334                          STATION RECOVERY (2005)
 EW4334
 EW4334'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4335 ***********************************************************************
 EW4335  DESIGNATION -  06 06270 C OF LA
 EW4335  PID         -  EW4335
 EW4335  STATE/COUNTY-  CA/LOS ANGELES
 EW4335  USGS QUAD   -  CANOGA PARK (1967)
 EW4335
 EW4335                         *CURRENT SURVEY CONTROL
 EW4335  ___________________________________________________________________
 EW4335* NAD 83(1986)-  34 10 08.     (N)    118 36 39.     (W)     SCALED    
 EW4335* NAVD 88     -       272.01   (+/-2cm)     892.4    (feet)  VERTCON   
 EW4335  ___________________________________________________________________
 EW4335  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4335  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4335
 EW4335.The horizontal coordinates were scaled from a topographic map and have
 EW4335.an estimated accuracy of +/- 6 seconds.
 EW4335
 EW4335.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4335.The vertical order pertains to the NGVD 29 superseded value.
 EW4335
 EW4335.The geoid height was determined by GEOID03.
 EW4335
 EW4335;                    North         East    Units  Estimated Accuracy
 EW4335;SPC CA 5     -   574,370.    1,943,680.      MT  (+/- 180 meters Scaled)
 EW4335
 EW4335                          SUPERSEDED SURVEY CONTROL
 EW4335
 EW4335  NGVD 29 (??/??/92)  271.226  (m)          889.85   (f) ADJ UNCH    1 1
 EW4335
 EW4335.Superseded values are not recommended for survey control.
 EW4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4335.See file dsdata.txt to determine how the superseded data were derived.
 EW4335
 EW4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT515820(NAD 83)
 EW4335_MARKER: S = SPIKE
 EW4335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4335_SP_SET: CURB
 EW4335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4335
 EW4335  HISTORY     - Date     Condition        Report By
 EW4335  HISTORY     - UNK      MONUMENTED       CA1980
 EW4335  HISTORY     - 1968     GOOD             CA1980
 EW4335  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 EW4335
 EW4335                          STATION DESCRIPTION
 EW4335
 EW4335'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4335'AT LOS ANGELES.
 EW4335'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 28 FEET WEST OF
 EW4335'THE BEGINNING OF CURB RETURN WEST OF SAN FELICIANO DRIVE.
 EW4335
 EW4335                          STATION RECOVERY (2005)
 EW4335
 EW4335'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4336 ***********************************************************************
 EW4336  DESIGNATION -  06 06280 C OF LA
 EW4336  PID         -  EW4336
 EW4336  STATE/COUNTY-  CA/LOS ANGELES
 EW4336  USGS QUAD   -  CANOGA PARK (1967)
 EW4336
 EW4336                         *CURRENT SURVEY CONTROL
 EW4336  ___________________________________________________________________
 EW4336* NAD 83(1986)-  34 10 08.     (N)    118 36 46.     (W)     SCALED    
 EW4336* NAVD 88     -       270.75   (+/-2cm)     888.3    (feet)  VERTCON   
 EW4336  ___________________________________________________________________
 EW4336  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4336  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4336
 EW4336.The horizontal coordinates were scaled from a topographic map and have
 EW4336.an estimated accuracy of +/- 6 seconds.
 EW4336
 EW4336.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4336.The vertical order pertains to the NGVD 29 superseded value.
 EW4336
 EW4336.The geoid height was determined by GEOID03.
 EW4336
 EW4336;                    North         East    Units  Estimated Accuracy
 EW4336;SPC CA 5     -   574,370.    1,943,500.      MT  (+/- 180 meters Scaled)
 EW4336
 EW4336                          SUPERSEDED SURVEY CONTROL
 EW4336
 EW4336  NGVD 29 (??/??/92)  269.958  (m)          885.69   (f) ADJ UNCH    1 1
 EW4336
 EW4336.Superseded values are not recommended for survey control.
 EW4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4336.See file dsdata.txt to determine how the superseded data were derived.
 EW4336
 EW4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT513820(NAD 83)
 EW4336_MARKER: S = SPIKE
 EW4336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4336_SP_SET: CURB
 EW4336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4336
 EW4336  HISTORY     - Date     Condition        Report By
 EW4336  HISTORY     - UNK      MONUMENTED       CA1980
 EW4336  HISTORY     - 1968     GOOD             CA1980
 EW4336  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 EW4336
 EW4336                          STATION DESCRIPTION
 EW4336
 EW4336'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4336'AT WOODLAND HILLS.
 EW4336'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 6 FEET EAST
 EW4336'OF THE BEGINNING OF CURB RETURN EAST OF THE EASTBOUND OFF-RAMP
 EW4336'AT THE SOUTHEAST SIDE OF THE VENTURA FREEWAY, ABOUT 400 FEET
 EW4336'WEST OF SAN FELICIANO DRIVE.
 EW4336
 EW4336                          STATION RECOVERY (2005)
 EW4336
 EW4336'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4336'CURBING COLLAPSED IN AREA REPORTED FOR MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3189 ***********************************************************************
 AB3189  DESIGNATION -  06 06333
 AB3189  PID         -  AB3189
 AB3189  STATE/COUNTY-  CA/LOS ANGELES
 AB3189  USGS QUAD   -  CANOGA PARK (1967)
 AB3189
 AB3189                         *CURRENT SURVEY CONTROL
 AB3189  ___________________________________________________________________
 AB3189* NAD 83(1986)-  34 10 07.     (N)    118 36 54.     (W)     SCALED    
 AB3189* NAVD 88     -       268.446  (meters)     880.73   (feet)  ADJUSTED  
 AB3189  ___________________________________________________________________
 AB3189  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AB3189  DYNAMIC HT  -         268.161 (meters)     879.79  (feet)  COMP
 AB3189  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 AB3189
 AB3189  VERT ORDER  -  THIRD
 AB3189
 AB3189.The horizontal coordinates were scaled from a topographic map and have
 AB3189.an estimated accuracy of +/- 6 seconds.
 AB3189
 AB3189.The orthometric height was determined by differential leveling
 AB3189.and adjusted in November 1996.
 AB3189
 AB3189.The geoid height was determined by GEOID03.
 AB3189
 AB3189.The dynamic height is computed by dividing the NAVD 88
 AB3189.geopotential number by the normal gravity value computed on the
 AB3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3189.degrees latitude (g = 980.6199 gals.).
 AB3189
 AB3189.The modeled gravity was interpolated from observed gravity values.
 AB3189
 AB3189;                    North         East    Units  Estimated Accuracy
 AB3189;SPC CA 5     -   574,340.    1,943,300.      MT  (+/- 180 meters Scaled)
 AB3189
 AB3189                          SUPERSEDED SURVEY CONTROL
 AB3189
 AB3189.No superseded survey control is available for this station.
 AB3189
 AB3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT511820(NAD 83)
 AB3189_MARKER: DD = SURVEY DISK
 AB3189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB3189_SP_SET: CATCH BASIN
 AB3189_STAMPING: 06 06333 PBM 1987
 AB3189_MARK LOGO: CA1980
 AB3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3189+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3189
 AB3189  HISTORY     - Date     Condition        Report By
 AB3189  HISTORY     - 1987     MONUMENTED       CA1980
 AB3189  HISTORY     - 19941031 GOOD             MWDSC
 AB3189  HISTORY     - 20050704 GOOD             USPSQD
 AB3189
 AB3189                          STATION DESCRIPTION
 AB3189
 AB3189'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3189'WOODLAND HILLS, NEAR THE INTERSECTION OF SHOUPE AVE AND VENTURA BLVD,
 AB3189'90 FEET (27.4 M) EAST OF THE AVE AND 33 FEET (10.1 M) SOUTH OF THE ST
 AB3189'AND 24.5 WEST OF POWER POLE NO.  242063M.  A 1-1/2 INCH BRASS DISK
 AB3189'STAMPED 0606333 1987, FLUSH IN THE NORTHWEST CORNER OF A 24 FOOT LONG
 AB3189'CONCRETE CATCH BASIN AND 1 FOOT (0.3 M) BACK OF WALK.  REFERENCE MWD
 AB3189'FB 4301 01 ---.
 AB3189
 AB3189                          STATION RECOVERY (2005)
 AB3189
 AB3189'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4338 ***********************************************************************
 EW4338  DESIGNATION -  06 06350 C OF LA
 EW4338  PID         -  EW4338
 EW4338  STATE/COUNTY-  CA/LOS ANGELES
 EW4338  USGS QUAD   -  CANOGA PARK (1967)
 EW4338
 EW4338                         *CURRENT SURVEY CONTROL
 EW4338  ___________________________________________________________________
 EW4338* NAD 83(1986)-  34 10 07.     (N)    118 36 56.     (W)     SCALED    
 EW4338* NAVD 88     -       267.30   (+/-2cm)     877.0    (feet)  VERTCON   
 EW4338  ___________________________________________________________________
 EW4338  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4338  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4338
 EW4338.The horizontal coordinates were scaled from a topographic map and have
 EW4338.an estimated accuracy of +/- 6 seconds.
 EW4338
 EW4338.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4338.The vertical order pertains to the NGVD 29 superseded value.
 EW4338
 EW4338.The geoid height was determined by GEOID03.
 EW4338
 EW4338;                    North         East    Units  Estimated Accuracy
 EW4338;SPC CA 5     -   574,340.    1,943,250.      MT  (+/- 180 meters Scaled)
 EW4338
 EW4338                          SUPERSEDED SURVEY CONTROL
 EW4338
 EW4338  NGVD 29 (??/??/92)  266.511  (m)          874.38   (f) ADJ UNCH    1 1
 EW4338
 EW4338.Superseded values are not recommended for survey control.
 EW4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4338.See file dsdata.txt to determine how the superseded data were derived.
 EW4338
 EW4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT510820(NAD 83)
 EW4338_MARKER: S = SPIKE
 EW4338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4338_SP_SET: CURB
 EW4338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4338+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 EW4338
 EW4338  HISTORY     - Date     Condition        Report By
 EW4338  HISTORY     - UNK      MONUMENTED       CA1980
 EW4338  HISTORY     - 1968     GOOD             CA1980
 EW4338  HISTORY     - 20050704 GOOD             USPSQD
 EW4338
 EW4338                          STATION DESCRIPTION
 EW4338
 EW4338'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4338'AT LOS ANGELES.
 EW4338'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD AT THE
 EW4338'BEGINNING OF CURB RETURN WEST OF DEL VALLE STREET, EAST END OF
 EW4338'CATCH BASIN.
 EW4338
 EW4338                          STATION RECOVERY (2005)
 EW4338
 EW4338'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6627 ***********************************************************************
 EW6627  DESIGNATION -  06 06360 C OF LA
 EW6627  PID         -  EW6627
 EW6627  STATE/COUNTY-  CA/LOS ANGELES
 EW6627  USGS QUAD   -  CANOGA PARK (1967)
 EW6627
 EW6627                         *CURRENT SURVEY CONTROL
 EW6627  ___________________________________________________________________
 EW6627* NAD 83(1986)-  34 10 05.     (N)    118 37 01.     (W)     SCALED    
 EW6627* NAVD 88     -       267.57   (+/-2cm)     877.9    (feet)  VERTCON   
 EW6627  ___________________________________________________________________
 EW6627  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW6627  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6627
 EW6627.The horizontal coordinates were scaled from a topographic map and have
 EW6627.an estimated accuracy of +/- 6 seconds.
 EW6627
 EW6627.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6627.The vertical order pertains to the NGVD 29 superseded value.
 EW6627
 EW6627.The geoid height was determined by GEOID03.
 EW6627
 EW6627;                    North         East    Units  Estimated Accuracy
 EW6627;SPC CA 5     -   574,280.    1,943,120.      MT  (+/- 180 meters Scaled)
 EW6627
 EW6627                          SUPERSEDED SURVEY CONTROL
 EW6627
 EW6627  NGVD 29 (??/??/92)  266.787  (m)          875.28   (f) ADJ UNCH    1 1
 EW6627
 EW6627.Superseded values are not recommended for survey control.
 EW6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6627.See file dsdata.txt to determine how the superseded data were derived.
 EW6627
 EW6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT509819(NAD 83)
 EW6627_MARKER: S = SPIKE
 EW6627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6627_SP_SET: CURB
 EW6627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6627
 EW6627  HISTORY     - Date     Condition        Report By
 EW6627  HISTORY     - UNK      MONUMENTED       CA1980
 EW6627  HISTORY     - 1968     GOOD             CA1980
 EW6627
 EW6627                          STATION DESCRIPTION
 EW6627
 EW6627'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6627'AT LOS ANGELES.
 EW6627'SQUARE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 20.8 FEET
 EW6627'EAST OF THE CENTER LINE OF CAPISTRANO AVENUE PRODUCED FROM
 EW6627'THE NORTH, WEST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4339 ***********************************************************************
 EW4339  DESIGNATION -  06 06375 C OF LA
 EW4339  PID         -  EW4339
 EW4339  STATE/COUNTY-  CA/LOS ANGELES
 EW4339  USGS QUAD   -  CANOGA PARK (1967)
 EW4339
 EW4339                         *CURRENT SURVEY CONTROL
 EW4339  ___________________________________________________________________
 EW4339* NAD 83(1986)-  34 10 00.     (N)    118 37 14.     (W)     SCALED    
 EW4339* NAVD 88     -       267.89   (+/-2cm)     878.9    (feet)  VERTCON   
 EW4339  ___________________________________________________________________
 EW4339  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4339  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4339
 EW4339.The horizontal coordinates were scaled from a topographic map and have
 EW4339.an estimated accuracy of +/- 6 seconds.
 EW4339
 EW4339.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4339.The vertical order pertains to the NGVD 29 superseded value.
 EW4339
 EW4339.The geoid height was determined by GEOID03.
 EW4339
 EW4339;                    North         East    Units  Estimated Accuracy
 EW4339;SPC CA 5     -   574,130.    1,942,780.      MT  (+/- 180 meters Scaled)
 EW4339
 EW4339                          SUPERSEDED SURVEY CONTROL
 EW4339
 EW4339  NGVD 29 (??/??/92)  267.11   (m)          876.3    (f) COMPUTED    1 1
 EW4339
 EW4339.Superseded values are not recommended for survey control.
 EW4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4339.See file dsdata.txt to determine how the superseded data were derived.
 EW4339
 EW4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT506818(NAD 83)
 EW4339_MARKER: S = SPIKE
 EW4339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4339_SP_SET: CURB
 EW4339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4339
 EW4339  HISTORY     - Date     Condition        Report By
 EW4339  HISTORY     - UNK      MONUMENTED       RBNF
 EW4339  HISTORY     - 1975     GOOD             CA1980
 EW4339  HISTORY     - 1975     GOOD             CA1980
 EW4339
 EW4339                          STATION DESCRIPTION
 EW4339
 EW4339'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4339'IN LOS ANGELES.
 EW4339'WILRE SPIKE IN CURB OF SALE AVENUE, 2.8 FEET NORTH OF BOX CULVERT CURB
 EW4339'RETURN NORTH OF VENTURA BLVD..
 EW4339
 EW4339                          STATION RECOVERY (1975)
 EW4339
 EW4339'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4340 ***********************************************************************
 EW4340  DESIGNATION -  06 06390 C OF LA
 EW4340  PID         -  EW4340
 EW4340  STATE/COUNTY-  CA/LOS ANGELES
 EW4340  USGS QUAD   -  CANOGA PARK (1967)
 EW4340
 EW4340                         *CURRENT SURVEY CONTROL
 EW4340  ___________________________________________________________________
 EW4340* NAD 83(1986)-  34 10 00.     (N)    118 37 14.     (W)     SCALED    
 EW4340* NAVD 88     -       269.25   (+/-2cm)     883.4    (feet)  VERTCON   
 EW4340  ___________________________________________________________________
 EW4340  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4340  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4340
 EW4340.The horizontal coordinates were scaled from a topographic map and have
 EW4340.an estimated accuracy of +/- 6 seconds.
 EW4340
 EW4340.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4340.The vertical order pertains to the NGVD 29 superseded value.
 EW4340
 EW4340.The geoid height was determined by GEOID03.
 EW4340
 EW4340;                    North         East    Units  Estimated Accuracy
 EW4340;SPC CA 5     -   574,130.    1,942,780.      MT  (+/- 180 meters Scaled)
 EW4340
 EW4340                          SUPERSEDED SURVEY CONTROL
 EW4340
 EW4340  NGVD 29 (??/??/92)  268.467  (m)          880.80   (f) ADJ UNCH    1 1
 EW4340
 EW4340.Superseded values are not recommended for survey control.
 EW4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4340.See file dsdata.txt to determine how the superseded data were derived.
 EW4340
 EW4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT506818(NAD 83)
 EW4340_MARKER: S = SPIKE
 EW4340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4340_SP_SET: CURB
 EW4340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4340
 EW4340  HISTORY     - Date     Condition        Report By
 EW4340  HISTORY     - UNK      MONUMENTED       CA1980
 EW4340  HISTORY     - 1968     GOOD             CA1980
 EW4340
 EW4340                          STATION DESCRIPTION
 EW4340
 EW4340'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4340'AT LOS ANGELES.
 EW4340'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET EAST
 EW4340'OF THE BEGINNING OF CURB RETURN EAST OF PONCE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4459 ***********************************************************************
 EW4459  DESIGNATION -  06 06430 C OF LA
 EW4459  PID         -  EW4459
 EW4459  STATE/COUNTY-  CA/LOS ANGELES
 EW4459  USGS QUAD   -  CALABASAS (1967)
 EW4459
 EW4459                         *CURRENT SURVEY CONTROL
 EW4459  ___________________________________________________________________
 EW4459* NAD 83(1986)-  34 09 55.     (N)    118 37 36.     (W)     SCALED    
 EW4459* NAVD 88     -       275.75   (+/-2cm)     904.7    (feet)  VERTCON   
 EW4459  ___________________________________________________________________
 EW4459  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4459  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4459
 EW4459.The horizontal coordinates were scaled from a topographic map and have
 EW4459.an estimated accuracy of +/- 6 seconds.
 EW4459
 EW4459.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4459.The vertical order pertains to the NGVD 29 superseded value.
 EW4459
 EW4459.The geoid height was determined by GEOID03.
 EW4459
 EW4459;                    North         East    Units  Estimated Accuracy
 EW4459;SPC CA 5     -   573,980.    1,942,220.      MT  (+/- 180 meters Scaled)
 EW4459
 EW4459                          SUPERSEDED SURVEY CONTROL
 EW4459
 EW4459  NGVD 29 (??/??/92)  274.959  (m)          902.09   (f) ADJ UNCH    1 1
 EW4459
 EW4459.Superseded values are not recommended for survey control.
 EW4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4459.See file dsdata.txt to determine how the superseded data were derived.
 EW4459
 EW4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT500816(NAD 83)
 EW4459_MARKER: Z = SEE DESCRIPTION
 EW4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4459+STABILITY: SURFACE MOTION
 EW4459
 EW4459  HISTORY     - Date     Condition        Report By
 EW4459  HISTORY     - UNK      MONUMENTED       CA1980
 EW4459  HISTORY     - 1968     GOOD             CA1980
 EW4459
 EW4459                          STATION DESCRIPTION
 EW4459
 EW4459'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4459'AT LOS ANGELES.
 EW4459'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4459'VENTURA BOULEVARD AND ROYER AVENUE AT THE FIRST CENTER LINE
 EW4459'POINT OF INTERSECTION WEST OF FALLBROOK AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4461 ***********************************************************************
 EW4461  DESIGNATION -  06 06517 C OF LA
 EW4461  PID         -  EW4461
 EW4461  STATE/COUNTY-  CA/LOS ANGELES
 EW4461  USGS QUAD   -  CALABASAS (1967)
 EW4461
 EW4461                         *CURRENT SURVEY CONTROL
 EW4461  ___________________________________________________________________
 EW4461* NAD 83(1986)-  34 09 47.     (N)    118 37 50.     (W)     SCALED    
 EW4461* NAVD 88     -       279.70   (+/-2cm)     917.6    (feet)  VERTCON   
 EW4461  ___________________________________________________________________
 EW4461  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4461  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4461
 EW4461.The horizontal coordinates were scaled from a topographic map and have
 EW4461.an estimated accuracy of +/- 6 seconds.
 EW4461
 EW4461.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4461.The vertical order pertains to the NGVD 29 superseded value.
 EW4461
 EW4461.The geoid height was determined by GEOID03.
 EW4461
 EW4461;                    North         East    Units  Estimated Accuracy
 EW4461;SPC CA 5     -   573,730.    1,941,860.      MT  (+/- 180 meters Scaled)
 EW4461
 EW4461                          SUPERSEDED SURVEY CONTROL
 EW4461
 EW4461  NGVD 29 (??/??/92)  278.914  (m)          915.07   (f) ADJ UNCH    1 1
 EW4461
 EW4461.Superseded values are not recommended for survey control.
 EW4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4461.See file dsdata.txt to determine how the superseded data were derived.
 EW4461
 EW4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT497814(NAD 83)
 EW4461_MARKER: Z = SEE DESCRIPTION
 EW4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4461+STABILITY: SURFACE MOTION
 EW4461
 EW4461  HISTORY     - Date     Condition        Report By
 EW4461  HISTORY     - UNK      MONUMENTED       CADH
 EW4461  HISTORY     - 1968     GOOD
 EW4461
 EW4461                          STATION DESCRIPTION
 EW4461
 EW4461'DESCRIBED 1968
 EW4461'AT LOS ANGELES.
 EW4461'STATE SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4461'VENTURA BOULEVARD AND WOODLAKE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4462 ***********************************************************************
 EW4462  DESIGNATION -  06 06522 C OF LA
 EW4462  PID         -  EW4462
 EW4462  STATE/COUNTY-  CA/LOS ANGELES
 EW4462  USGS QUAD   -  CALABASAS (1967)
 EW4462
 EW4462                         *CURRENT SURVEY CONTROL
 EW4462  ___________________________________________________________________
 EW4462* NAD 83(1986)-  34 09 41.     (N)    118 37 57.     (W)     SCALED    
 EW4462* NAVD 88     -       280.09   (+/-2cm)     918.9    (feet)  VERTCON   
 EW4462  ___________________________________________________________________
 EW4462  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4462  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4462
 EW4462.The horizontal coordinates were scaled from a topographic map and have
 EW4462.an estimated accuracy of +/- 6 seconds.
 EW4462
 EW4462.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4462.The vertical order pertains to the NGVD 29 superseded value.
 EW4462
 EW4462.The geoid height was determined by GEOID03.
 EW4462
 EW4462;                    North         East    Units  Estimated Accuracy
 EW4462;SPC CA 5     -   573,550.    1,941,680.      MT  (+/- 180 meters Scaled)
 EW4462
 EW4462                          SUPERSEDED SURVEY CONTROL
 EW4462
 EW4462  NGVD 29 (??/??/92)  279.298  (m)          916.33   (f) ADJ UNCH    1 1
 EW4462
 EW4462.Superseded values are not recommended for survey control.
 EW4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4462.See file dsdata.txt to determine how the superseded data were derived.
 EW4462
 EW4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT495812(NAD 83)
 EW4462_MARKER: Z = SEE DESCRIPTION
 EW4462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4462+STABILITY: SURFACE MOTION
 EW4462
 EW4462  HISTORY     - Date     Condition        Report By
 EW4462  HISTORY     - UNK      MONUMENTED       CADH
 EW4462  HISTORY     - 1968     GOOD
 EW4462
 EW4462                          STATION DESCRIPTION
 EW4462
 EW4462'DESCRIBED 1968
 EW4462'AT LOS ANGELES.
 EW4462'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE CENTER LINE POINT
 EW4462'OF INTERSECTION OF VENTURA BOULEVARD, FIRST CURVE WEST OF
 EW4462'WOODLAKE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4463 ***********************************************************************
 EW4463  DESIGNATION -  06 06527 C OF LA
 EW4463  PID         -  EW4463
 EW4463  STATE/COUNTY-  CA/LOS ANGELES
 EW4463  USGS QUAD   -  CALABASAS (1967)
 EW4463
 EW4463                         *CURRENT SURVEY CONTROL
 EW4463  ___________________________________________________________________
 EW4463* NAD 83(1986)-  34 09 40.     (N)    118 38 02.     (W)     SCALED    
 EW4463* NAVD 88     -       278.25   (+/-2cm)     912.9    (feet)  VERTCON   
 EW4463  ___________________________________________________________________
 EW4463  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4463  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4463
 EW4463.The horizontal coordinates were scaled from a topographic map and have
 EW4463.an estimated accuracy of +/- 6 seconds.
 EW4463
 EW4463.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4463.The vertical order pertains to the NGVD 29 superseded value.
 EW4463
 EW4463.The geoid height was determined by GEOID03.
 EW4463
 EW4463;                    North         East    Units  Estimated Accuracy
 EW4463;SPC CA 5     -   573,520.    1,941,550.      MT  (+/- 180 meters Scaled)
 EW4463
 EW4463                          SUPERSEDED SURVEY CONTROL
 EW4463
 EW4463  NGVD 29 (??/??/92)  277.456  (m)          910.29   (f) ADJ UNCH    1 1
 EW4463
 EW4463.Superseded values are not recommended for survey control.
 EW4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4463.See file dsdata.txt to determine how the superseded data were derived.
 EW4463
 EW4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT493812(NAD 83)
 EW4463_MARKER: Z = SEE DESCRIPTION
 EW4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4463+STABILITY: SURFACE MOTION
 EW4463
 EW4463  HISTORY     - Date     Condition        Report By
 EW4463  HISTORY     - UNK      MONUMENTED       CADH
 EW4463  HISTORY     - 1968     GOOD
 EW4463
 EW4463                          STATION DESCRIPTION
 EW4463
 EW4463'DESCRIBED 1968
 EW4463'AT LOS ANGELES.
 EW4463'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT ON THE POINT OF
 EW4463'INTERSECTION OF THE CENTER LINE FROM THE EAST OF VENTURA BOULEVARD
 EW4463'AND THE CENTER LINE FROM THE WEST OF LEONORA DRIVE, IN SECOND
 EW4463'CURVE WEST OF WOODLAKE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4465 ***********************************************************************
 EW4465  DESIGNATION -  06 06533 C OF LA
 EW4465  PID         -  EW4465
 EW4465  STATE/COUNTY-  CA/LOS ANGELES
 EW4465  USGS QUAD   -  CALABASAS (1967)
 EW4465
 EW4465                         *CURRENT SURVEY CONTROL
 EW4465  ___________________________________________________________________
 EW4465* NAD 83(1986)-  34 09 36.     (N)    118 38 16.     (W)     SCALED    
 EW4465* NAVD 88     -       287.08   (+/-2cm)     941.9    (feet)  VERTCON   
 EW4465  ___________________________________________________________________
 EW4465  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4465  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4465
 EW4465.The horizontal coordinates were scaled from a topographic map and have
 EW4465.an estimated accuracy of +/- 6 seconds.
 EW4465
 EW4465.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4465.The vertical order pertains to the NGVD 29 superseded value.
 EW4465
 EW4465.The geoid height was determined by GEOID03.
 EW4465
 EW4465;                    North         East    Units  Estimated Accuracy
 EW4465;SPC CA 5     -   573,400.    1,941,190.      MT  (+/- 180 meters Scaled)
 EW4465
 EW4465                          SUPERSEDED SURVEY CONTROL
 EW4465
 EW4465  NGVD 29 (??/??/92)  286.292  (m)          939.28   (f) ADJ UNCH    1 1
 EW4465
 EW4465.Superseded values are not recommended for survey control.
 EW4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4465.See file dsdata.txt to determine how the superseded data were derived.
 EW4465
 EW4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT490811(NAD 83)
 EW4465_MARKER: Z = SEE DESCRIPTION
 EW4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4465+STABILITY: SURFACE MOTION
 EW4465
 EW4465  HISTORY     - Date     Condition        Report By
 EW4465  HISTORY     - UNK      MONUMENTED       CADH
 EW4465  HISTORY     - 1968     GOOD
 EW4465
 EW4465                          STATION DESCRIPTION
 EW4465
 EW4465'DESCRIBED 1968
 EW4465'AT LOS ANGELES.
 EW4465'STATE SURVEY MONUMENT ON THE CENTER LINE END OF CURVE OF VALLEY
 EW4465'CIRCLE BOULEVARD, NORTH END OF CURVED BRIDGE 53-1067 OVER
 EW4465'VENTURA FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4464 ***********************************************************************
 EW4464  DESIGNATION -  06 06535 C OF LA
 EW4464  PID         -  EW4464
 EW4464  STATE/COUNTY-  CA/LOS ANGELES
 EW4464  USGS QUAD   -  CALABASAS (1967)
 EW4464
 EW4464                         *CURRENT SURVEY CONTROL
 EW4464  ___________________________________________________________________
 EW4464* NAD 83(1986)-  34 09 38.     (N)    118 38 15.     (W)     SCALED    
 EW4464* NAVD 88     -       279.55   (+/-2cm)     917.2    (feet)  VERTCON   
 EW4464  ___________________________________________________________________
 EW4464  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4464  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4464
 EW4464.The horizontal coordinates were scaled from a topographic map and have
 EW4464.an estimated accuracy of +/- 6 seconds.
 EW4464
 EW4464.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4464.The vertical order pertains to the NGVD 29 superseded value.
 EW4464
 EW4464.The geoid height was determined by GEOID03.
 EW4464
 EW4464;                    North         East    Units  Estimated Accuracy
 EW4464;SPC CA 5     -   573,460.    1,941,220.      MT  (+/- 180 meters Scaled)
 EW4464
 EW4464                          SUPERSEDED SURVEY CONTROL
 EW4464
 EW4464  NGVD 29 (??/??/92)  278.765  (m)          914.58   (f) ADJ UNCH    1 1
 EW4464
 EW4464.Superseded values are not recommended for survey control.
 EW4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4464.See file dsdata.txt to determine how the superseded data were derived.
 EW4464
 EW4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT490811(NAD 83)
 EW4464_MARKER: Z = SEE DESCRIPTION
 EW4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4464+STABILITY: SURFACE MOTION
 EW4464
 EW4464  HISTORY     - Date     Condition        Report By
 EW4464  HISTORY     - UNK      MONUMENTED       CADH
 EW4464  HISTORY     - 1968     GOOD
 EW4464
 EW4464                          STATION DESCRIPTION
 EW4464
 EW4464'DESCRIBED 1968
 EW4464'AT LOS ANGELES.
 EW4464'STATE SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF LEONORA
 EW4464'DRIVE AND VALLEY CIRCLE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3158 ***********************************************************************
 AB3158  DESIGNATION -  06 08200
 AB3158  PID         -  AB3158
 AB3158  STATE/COUNTY-  CA/LOS ANGELES
 AB3158  USGS QUAD   -  CANOGA PARK (1967)
 AB3158
 AB3158                         *CURRENT SURVEY CONTROL
 AB3158  ___________________________________________________________________
 AB3158* NAD 83(1986)-  34 14 07.     (N)    118 36 08.     (W)     SCALED    
 AB3158* NAVD 88     -       271.368  (meters)     890.31   (feet)  ADJUSTED  
 AB3158  ___________________________________________________________________
 AB3158  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AB3158  DYNAMIC HT  -         271.078 (meters)     889.36  (feet)  COMP
 AB3158  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 AB3158
 AB3158  VERT ORDER  -  THIRD
 AB3158
 AB3158.The horizontal coordinates were scaled from a topographic map and have
 AB3158.an estimated accuracy of +/- 6 seconds.
 AB3158
 AB3158.The orthometric height was determined by differential leveling
 AB3158.and adjusted in November 1996.
 AB3158
 AB3158.The geoid height was determined by GEOID03.
 AB3158
 AB3158.The dynamic height is computed by dividing the NAVD 88
 AB3158.geopotential number by the normal gravity value computed on the
 AB3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3158.degrees latitude (g = 980.6199 gals.).
 AB3158
 AB3158.The modeled gravity was interpolated from observed gravity values.
 AB3158
 AB3158;                    North         East    Units  Estimated Accuracy
 AB3158;SPC CA 5     -   581,730.    1,944,520.      MT  (+/- 180 meters Scaled)
 AB3158
 AB3158                          SUPERSEDED SURVEY CONTROL
 AB3158
 AB3158.No superseded survey control is available for this station.
 AB3158
 AB3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524894(NAD 83)
 AB3158_MARKER: DD = SURVEY DISK
 AB3158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB3158_SP_SET: CATCH BASIN
 AB3158_STAMPING: CITY OF LA SURVEY 1973 PBM 06-08200
 AB3158_MARK LOGO: CA1980
 AB3158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3158+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AB3158
 AB3158  HISTORY     - Date     Condition        Report By
 AB3158  HISTORY     - 1973     MONUMENTED       CA1980
 AB3158  HISTORY     - 19941026 GOOD             MWDSC
 AB3158  HISTORY     - 20050629 GOOD             USPSQD
 AB3158
 AB3158                          STATION DESCRIPTION
 AB3158
 AB3158'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3158'CHATSWORTH,NEAR THE INTERSECTION OF OWENSMOUTH AVE AND NORDHOFF ST, 70
 AB3158'FEET (21.3 M) EAST OF THE AVE AND 42 FEET (12.8 M) SOUTH OF THE ST, A
 AB3158'1-1/2 INCH BRASS DISK STAMPED 06-08200 1973 SET FLUSH IN THE SOUTHEAST
 AB3158'CORNER OF A 4.5 FOOT (1.4 M) BY 15.5 FOOT (4.7 M) CONCRETE CATCH
 AB3158'BASIN.  REFERENCE MWD FB 4301 01 ---.
 AB3158
 AB3158                          STATION RECOVERY (2005)
 AB3158
 AB3158'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1824 ***********************************************************************
 EW1824  DESIGNATION -  062 31125
 EW1824  PID         -  EW1824
 EW1824  STATE/COUNTY-  CA/LOS ANGELES
 EW1824  USGS QUAD   -  MOUNT WILSON (1994)
 EW1824
 EW1824                         *CURRENT SURVEY CONTROL
 EW1824  ___________________________________________________________________
 EW1824* NAD 83(1986)-  34 09 03.     (N)    118 02 15.     (W)     SCALED    
 EW1824* NAVD 88     -       168.373  (meters)     552.40   (feet)  READJUSTED
 EW1824  ___________________________________________________________________
 EW1824  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 EW1824  DYNAMIC HT  -         168.190 (meters)     551.80  (feet)  COMP
 EW1824  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 EW1824
 EW1824  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1824
 EW1824.The horizontal coordinates were scaled from a topographic map and have
 EW1824.an estimated accuracy of +/- 6 seconds.
 EW1824
 EW1824.The orthometric height was determined by differential leveling
 EW1824.and adjusted in February 1993.
 EW1824.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1824.distribution rate of 0.0 thru 1.0 mm/km.
 EW1824.The height was derived from older observations constrained to new
 EW1824.heights in a crustal motion area.  The height is approximate in
 EW1824.relation to other heights in its vicinity.
 EW1824
 EW1824.The geoid height was determined by GEOID03.
 EW1824
 EW1824.The dynamic height is computed by dividing the NAVD 88
 EW1824.geopotential number by the normal gravity value computed on the
 EW1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1824.degrees latitude (g = 980.6199 gals.).
 EW1824
 EW1824.The modeled gravity was interpolated from observed gravity values.
 EW1824
 EW1824;                    North         East    Units  Estimated Accuracy
 EW1824;SPC CA 5     -   572,200.    1,996,540.      MT  (+/- 180 meters Scaled)
 EW1824
 EW1824                          SUPERSEDED SURVEY CONTROL
 EW1824
 EW1824  NGVD 29 (??/??/92)  167.587  (m)          549.83   (f) ADJ UNCH    1 1
 EW1824
 EW1824.Superseded values are not recommended for survey control.
 EW1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1824.See file dsdata.txt to determine how the superseded data were derived.
 EW1824
 EW1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT043793(NAD 83)
 EW1824_MARKER: DD = SURVEY DISK
 EW1824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW1824_SP_SET: WINGWALL
 EW1824_STAMPING: B.M. 062..31125 1967
 EW1824_MARK LOGO: LACFCD
 EW1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1824+STABILITY: SURFACE MOTION
 EW1824
 EW1824  HISTORY     - Date     Condition        Report By
 EW1824  HISTORY     - 1967     MONUMENTED       LACFCD
 EW1824  HISTORY     - 1968     GOOD             CA-037
 EW1824  HISTORY     - 1978     GOOD             NGS
 EW1824  HISTORY     - 1987     GOOD             NGS
 EW1824  HISTORY     - 20070519 GOOD             GEOCAC
 EW1824
 EW1824                          STATION DESCRIPTION
 EW1824
 EW1824'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1824'0.9 MI N FROM ARCADIA.
 EW1824'BM 062 31125 1967
 EW1824'ARCADIA, 0.9 MI N OF THE CITY HALL, FOOTHILL BLVD, ABOUT 400 FEET
 EW1824'E OF RANCHO ROAD AND 300 FEET W OF RODEO RD, 37.8 FEET N OF THE
 EW1824'CENTER OF FOOTHILL BLVD AND SET IN THE TOP OF THE W WING WALL OF
 EW1824'STORM DRAIN CHANNEL NO. 53-1412, 3.8 FEET N OF THE SE CORNER OF
 EW1824'THE CONCRETE HEADWALL.
 EW1824
 EW1824                          STATION RECOVERY (1978)
 EW1824
 EW1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1824'RECOVERED IN GOOD CONDITION.
 EW1824
 EW1824                          STATION RECOVERY (1987)
 EW1824
 EW1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW1824'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.30
 EW1824'MI) WEST ALONG FOOTHILL BOULEVARD FROM THE INTERSECTION OF SANTA
 EW1824'ANITA AVENUE IN ARCADIA, IN TOP OF THE WEST WINGWALL OF A STORM DRAIN
 EW1824'CHANNEL, 11.3 M (37.1 FT) NORTH OF THE BOULEVARD CENTERLINE, 116.0 M
 EW1824'(380.6 FT) EAST OF THE CENTERLINE OF RANCHO ROAD, 4.8 M (15.7 FT)
 EW1824'EAST OF THE CENTER OF A DRIVEWAY, 0.9 M (3.0 FT) NORTH OF THE SOUTH
 EW1824'END OF THE WINGWALL.
 EW1824'THE MARK IS 0.3 M ABOVE THE BOULEVARD.
 EW1824
 EW1824                          STATION RECOVERY (2007)
 EW1824
 EW1824'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EW1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3337 ***********************************************************************
 AH3337  DESIGNATION -  067
 AH3337  PID         -  AH3337
 AH3337  STATE/COUNTY-  CA/LOS ANGELES
 AH3337  USGS QUAD   -  PASADENA (1994)
 AH3337
 AH3337                         *CURRENT SURVEY CONTROL
 AH3337  ___________________________________________________________________
 AH3337* NAD 83(1986)-  34 08 22.     (N)    118 12 45.     (W)     SCALED    
 AH3337* NAVD 88     -       176.844  (meters)     580.20   (feet)  ADJUSTED  
 AH3337  ___________________________________________________________________
 AH3337  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AH3337  DYNAMIC HT  -         176.658 (meters)     579.59  (feet)  COMP
 AH3337  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 AH3337
 AH3337  VERT ORDER  -  FIRST     CLASS II
 AH3337
 AH3337.The horizontal coordinates were scaled from a topographic map and have
 AH3337.an estimated accuracy of +/- 6 seconds.
 AH3337
 AH3337.The orthometric height was determined by differential leveling
 AH3337.and adjusted in May 1999.
 AH3337
 AH3337.The geoid height was determined by GEOID03.
 AH3337
 AH3337.The dynamic height is computed by dividing the NAVD 88
 AH3337.geopotential number by the normal gravity value computed on the
 AH3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3337.degrees latitude (g = 980.6199 gals.).
 AH3337
 AH3337.The modeled gravity was interpolated from observed gravity values.
 AH3337
 AH3337;                    North         East    Units  Estimated Accuracy
 AH3337;SPC CA 5     -   570,950.    1,980,400.      MT  (+/- 180 meters Scaled)
 AH3337
 AH3337                          SUPERSEDED SURVEY CONTROL
 AH3337
 AH3337.No superseded survey control is available for this station.
 AH3337
 AH3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT882782(NAD 83)
 AH3337_MARKER: DB = BENCH MARK DISK
 AH3337_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH3337_SP_SET: PARAPET WALL
 AH3337_STAMPING: 578 FEET NO 067
 AH3337_MARK LOGO: CA1980
 AH3337_PROJECTION: FLUSH
 AH3337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3337+STABILITY: SURFACE MOTION
 AH3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3337+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 AH3337
 AH3337  HISTORY     - Date     Condition        Report By
 AH3337  HISTORY     - UNK      MONUMENTED       CA1980
 AH3337  HISTORY     - 19970616 GOOD             MWDSC
 AH3337
 AH3337                          STATION DESCRIPTION
 AH3337
 AH3337'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3337'IN THE CITY OF EAGLE ROCK, AT THE NORTHEAST CORNER OF N.  MAYWOOD
 AH3337'AVENUE AND COLORADO BLVD., 33.53 M (110.01 FT) EAST OF THE
 AH3337'INTERSECTION OF N. MAYWOOD AVENUE, 20.12 M (66.01 FT) NORTH OF THE
 AH3337'INTERSECTION OF COLORADO BLVD., STATION IS ON TOP OF STAIRWAY PARAPET
 AH3337'WALL OF THE ENTRANCE TO EAGLE ROCK CITY HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9030 ***********************************************************************
 EV9030  DESIGNATION -  069 00010
 EV9030  PID         -  EV9030
 EV9030  STATE/COUNTY-  CA/LOS ANGELES
 EV9030  USGS QUAD   -  AZUSA (1972)
 EV9030
 EV9030                         *CURRENT SURVEY CONTROL
 EV9030  ___________________________________________________________________
 EV9030* NAD 83(1986)-  34 08 12.     (N)    117 56 34.     (W)     SCALED    
 EV9030* NAVD 88     -       181.13   (+/-2cm)     594.3    (feet)  VERTCON   
 EV9030  ___________________________________________________________________
 EV9030  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 EV9030  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9030
 EV9030.The horizontal coordinates were scaled from a topographic map and have
 EV9030.an estimated accuracy of +/- 6 seconds.
 EV9030
 EV9030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9030.The vertical order pertains to the NGVD 29 superseded value.
 EV9030
 EV9030.The geoid height was determined by GEOID03.
 EV9030
 EV9030;                    North         East    Units  Estimated Accuracy
 EV9030;SPC CA 5     -   570,620.    2,005,280.      MT  (+/- 180 meters Scaled)
 EV9030
 EV9030                          SUPERSEDED SURVEY CONTROL
 EV9030
 EV9030  NGVD 29 (??/??/92)  180.35   (m)          591.7    (f) COMPUTED    1 1
 EV9030
 EV9030.Superseded values are not recommended for survey control.
 EV9030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9030.See file dsdata.txt to determine how the superseded data were derived.
 EV9030
 EV9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT130777(NAD 83)
 EV9030_MARKER: DD = SURVEY DISK
 EV9030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV9030_SP_SET: ABUTMENT
 EV9030_STAMPING: BM 069-00010 1969
 EV9030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV9030
 EV9030  HISTORY     - Date     Condition        Report By
 EV9030  HISTORY     - UNK      MONUMENTED       LACFCD
 EV9030  HISTORY     - 1974     GOOD             CA-037
 EV9030
 EV9030                          STATION DESCRIPTION
 EV9030
 EV9030'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9030'1.5 MI E FROM DUARTE.
 EV9030'HUNTINGTON DRIVE AND SAN GABRIEL RIVER, AT THE NORTHEAST CORNER OF THE
 EV9030'INTERSECTION.  IN TOP OF THE CONCRETE WINGWALL ABUTMENT, 6.5 FEET
 EV9030'NORTH OF THE NORTH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1700 ***********************************************************************
 AE1700  DESIGNATION -  07 00330
 AE1700  PID         -  AE1700
 AE1700  STATE/COUNTY-  CA/LOS ANGELES
 AE1700  USGS QUAD   -  VAN NUYS (1972)
 AE1700
 AE1700                         *CURRENT SURVEY CONTROL
 AE1700  ___________________________________________________________________
 AE1700* NAD 83(1986)-  34 10 33.     (N)    118 28 00.     (W)     SCALED    
 AE1700* NAVD 88     -       213.238  (meters)     699.60   (feet)  ADJUSTED  
 AE1700  ___________________________________________________________________
 AE1700  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AE1700  DYNAMIC HT  -         213.012 (meters)     698.86  (feet)  COMP
 AE1700  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 AE1700
 AE1700  VERT ORDER  -  FIRST     CLASS II
 AE1700
 AE1700.The horizontal coordinates were scaled from a topographic map and have
 AE1700.an estimated accuracy of +/- 6 seconds.
 AE1700
 AE1700.The orthometric height was determined by differential leveling
 AE1700.and adjusted in October 1997.
 AE1700
 AE1700.The geoid height was determined by GEOID03.
 AE1700
 AE1700.The dynamic height is computed by dividing the NAVD 88
 AE1700.geopotential number by the normal gravity value computed on the
 AE1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1700.degrees latitude (g = 980.6199 gals.).
 AE1700
 AE1700.The modeled gravity was interpolated from observed gravity values.
 AE1700
 AE1700;                    North         East    Units  Estimated Accuracy
 AE1700;SPC CA 5     -   575,070.    1,956,980.      MT  (+/- 180 meters Scaled)
 AE1700
 AE1700                          SUPERSEDED SURVEY CONTROL
 AE1700
 AE1700.No superseded survey control is available for this station.
 AE1700
 AE1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT648826(NAD 83)
 AE1700_MARKER: S = SPIKE
 AE1700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1700_SP_SET: CURB
 AE1700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1700+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 AE1700
 AE1700  HISTORY     - Date     Condition        Report By
 AE1700  HISTORY     - UNK      MONUMENTED
 AE1700  HISTORY     - 19950913 GOOD             MWDSC
 AE1700  HISTORY     - 20010511 GOOD             NGS
 AE1700
 AE1700                          STATION DESCRIPTION
 AE1700
 AE1700'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1700'VAN NUYS, CA.  AT THE INTERSECTION OF SEPULVEDA BLVD AND HATTERAS ST,
 AE1700'18 FEET (5.5 M) NORTH OF THE STREET AND 72 FEET (21.9 M) EAST OF THE
 AE1700'BLVD, 2.7 FEET (0.8 M) EAST OF A POWER POLE AND 3 WEST OF A FIRE
 AE1700'HYDRANT, ON TOP OF CURB.  FOUND A 1/2 INCH WIRE SPIKE WITH CHISEL
 AE1700'CROSS ON TOP AND FLUSH ON TOP OF CONCRETE CURB.  REF MWD FB 4034 01
 AE1700'040 AND TB MAP LACO 561/H1.
 AE1700
 AE1700                          STATION RECOVERY (2001)
 AE1700
 AE1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 AE1700'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4273 ***********************************************************************
 EW4273  DESIGNATION -  07 02401
 EW4273  PID         -  EW4273
 EW4273  STATE/COUNTY-  CA/LOS ANGELES
 EW4273  USGS QUAD   -  CANOGA PARK (1967)
 EW4273
 EW4273                         *CURRENT SURVEY CONTROL
 EW4273  ___________________________________________________________________
 EW4273* NAD 83(1986)-  34 09 33.     (N)    118 30 04.     (W)     SCALED    
 EW4273* NAVD 88     -       235.373  (meters)     772.22   (feet)  ADJUSTED  
 EW4273  ___________________________________________________________________
 EW4273  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW4273  DYNAMIC HT  -         235.126 (meters)     771.41  (feet)  COMP
 EW4273  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 EW4273
 EW4273  VERT ORDER  -  FIRST     CLASS I
 EW4273
 EW4273.The horizontal coordinates were scaled from a topographic map and have
 EW4273.an estimated accuracy of +/- 6 seconds.
 EW4273
 EW4273.The orthometric height was determined by differential leveling
 EW4273.and adjusted in June 1995.
 EW4273
 EW4273.The geoid height was determined by GEOID03.
 EW4273
 EW4273.The dynamic height is computed by dividing the NAVD 88
 EW4273.geopotential number by the normal gravity value computed on the
 EW4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4273.degrees latitude (g = 980.6199 gals.).
 EW4273
 EW4273.The modeled gravity was interpolated from observed gravity values.
 EW4273
 EW4273;                    North         East    Units  Estimated Accuracy
 EW4273;SPC CA 5     -   573,230.    1,953,790.      MT  (+/- 180 meters Scaled)
 EW4273
 EW4273                          SUPERSEDED SURVEY CONTROL
 EW4273
 EW4273  NGVD 29 (??/??/92)  234.689  (m)          769.98   (f) ADJ UNCH    1 1
 EW4273
 EW4273.Superseded values are not recommended for survey control.
 EW4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4273.See file dsdata.txt to determine how the superseded data were derived.
 EW4273
 EW4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616808(NAD 83)
 EW4273_MARKER: S = SPIKE
 EW4273_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4273_SP_SET: CURB
 EW4273_MARK LOGO: NONE  
 EW4273_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4273+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4273
 EW4273  HISTORY     - Date     Condition        Report By
 EW4273  HISTORY     - UNK      MONUMENTED       CA1980
 EW4273  HISTORY     - 1968     GOOD             CA1980
 EW4273  HISTORY     - 19940817 GOOD             NGS
 EW4273  HISTORY     - 20010511 POOR             NGS
 EW4273  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW4273
 EW4273                          STATION DESCRIPTION
 EW4273
 EW4273'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4273'AT LOS ANGELES.
 EW4273'WIRE SPIKE IN THE WEST CURB OF BALBOA BOULEVARD, 1 FOOT NORTH
 EW4273'OF THE BEGINNING OF CURB RETURN NORTH OF VENTURA BOULEVARD.
 EW4273
 EW4273                          STATION RECOVERY (1994)
 EW4273
 EW4273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4273'IN ENCINO, AT THE INTERSECTION OF VENTURA AND BALBOA BOULEVARDS, A
 EW4273'SPIKE IN THE WEST CONCRETE CURB OF BALBOA BOULEVARD, 11.9 M (39.0 FT)
 EW4273'NORTH OF THE CENTER OF THE WESTBOUND LANES OF VENTURA BOULEVARD, 6.7 M
 EW4273'(22.0 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF BALBOA
 EW4273'BOULEVARD, 2.7 M (8.9 FT) SOUTH OF A FIRE HYDRANT, AND 0.2 M (0.7 FT)
 EW4273'ABOVE THE LEVEL OF BALBOA BOULEVARD.
 EW4273
 EW4273                          STATION RECOVERY (2001)
 EW4273
 EW4273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4273'CURB HAS SUNK, 1997 ELEVATION IS NO GOOD.
 EW4273'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
 EW4273
 EW4273                          STATION RECOVERY (2005)
 EW4273
 EW4273'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4273'CONCRETE SUBSIDENCE MENTIONED IN 2001 REPORT IS MORE SEVERE AND PIECES
 EW4273'OF CONCRETE ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4283 ***********************************************************************
 EW4283  DESIGNATION -  07 04142
 EW4283  PID         -  EW4283
 EW4283  STATE/COUNTY-  CA/LOS ANGELES
 EW4283  USGS QUAD   -  CANOGA PARK (1967)
 EW4283
 EW4283                         *CURRENT SURVEY CONTROL
 EW4283  ___________________________________________________________________
 EW4283* NAD 83(1986)-  34 09 45.     (N)    118 31 05.     (W)     SCALED    
 EW4283* NAVD 88     -       244.50   (+/-2cm)     802.2    (feet)  VERTCON   
 EW4283  ___________________________________________________________________
 EW4283  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4283  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4283
 EW4283.The horizontal coordinates were scaled from a topographic map and have
 EW4283.an estimated accuracy of +/- 6 seconds.
 EW4283
 EW4283.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4283.The vertical order pertains to the NGVD 29 superseded value.
 EW4283
 EW4283.The geoid height was determined by GEOID03.
 EW4283
 EW4283;                    North         East    Units  Estimated Accuracy
 EW4283;SPC CA 5     -   573,610.    1,952,230.      MT  (+/- 180 meters Scaled)
 EW4283
 EW4283                          SUPERSEDED SURVEY CONTROL
 EW4283
 EW4283  NGVD 29 (??/??/92)  243.71   (m)          799.6    (f) COMPUTED    1 1
 EW4283
 EW4283.Superseded values are not recommended for survey control.
 EW4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4283.See file dsdata.txt to determine how the superseded data were derived.
 EW4283
 EW4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT600812(NAD 83)
 EW4283_MARKER: S = SPIKE
 EW4283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4283_SP_SET: CURB
 EW4283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4283
 EW4283  HISTORY     - Date     Condition        Report By
 EW4283  HISTORY     - UNK      MONUMENTED       RBNF
 EW4283  HISTORY     - 1975     GOOD             CA1980
 EW4283  HISTORY     - 1975     GOOD             CA1980
 EW4283  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW4283
 EW4283                          STATION DESCRIPTION
 EW4283
 EW4283'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4283'IN LOS ANGELES.
 EW4283'WIRE SPIKE IN NORTH CURB OF VENTURA BLVD.., 5 FEET WEST OF BOX CULVERT
 EW4283'CURB RETURN WEST OF WHITE OAK AVENUE.
 EW4283
 EW4283                          STATION RECOVERY (1975)
 EW4283
 EW4283'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4283'RECOVERED IN GOOD CONDITION.
 EW4283
 EW4283                          STATION RECOVERY (1994)
 EW4283
 EW4283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4283'THE CURB AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW4283'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4309 ***********************************************************************
 EW4309  DESIGNATION -  07 06990
 EW4309  PID         -  EW4309
 EW4309  STATE/COUNTY-  CA/LOS ANGELES
 EW4309  USGS QUAD   -  CANOGA PARK (1967)
 EW4309
 EW4309                         *CURRENT SURVEY CONTROL
 EW4309  ___________________________________________________________________
 EW4309* NAD 83(1986)-  34 10 17.     (N)    118 34 14.     (W)     SCALED    
 EW4309* NAVD 88     -       253.71   (+/-2cm)     832.4    (feet)  VERTCON   
 EW4309  ___________________________________________________________________
 EW4309  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4309  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4309
 EW4309.The horizontal coordinates were scaled from a topographic map and have
 EW4309.an estimated accuracy of +/- 6 seconds.
 EW4309
 EW4309.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4309.The vertical order pertains to the NGVD 29 superseded value.
 EW4309
 EW4309.The geoid height was determined by GEOID03.
 EW4309
 EW4309;                    North         East    Units  Estimated Accuracy
 EW4309;SPC CA 5     -   574,620.    1,947,400.      MT  (+/- 180 meters Scaled)
 EW4309
 EW4309                          SUPERSEDED SURVEY CONTROL
 EW4309
 EW4309  NGVD 29 (??/??/92)  252.925  (m)          829.80   (f) ADJ UNCH    1 1
 EW4309
 EW4309.Superseded values are not recommended for survey control.
 EW4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4309.See file dsdata.txt to determine how the superseded data were derived.
 EW4309
 EW4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT552822(NAD 83)
 EW4309_MARKER: S = SPIKE
 EW4309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4309_SP_SET: CURB
 EW4309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4309
 EW4309  HISTORY     - Date     Condition        Report By
 EW4309  HISTORY     - UNK      MONUMENTED       CA1980
 EW4309  HISTORY     - 1968     GOOD             CA1980
 EW4309  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW4309
 EW4309                          STATION DESCRIPTION
 EW4309
 EW4309'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4309'AT LOS ANGELES.
 EW4309'WIRE SPIKE IN THE EAST CURB OF WINNETKA AVENUE, 5 FEET NORTH
 EW4309'OF THE BEGINNING OF CURB RETURN NORTH OF VENTURA BOULEVARD.
 EW4309
 EW4309                          STATION RECOVERY (1994)
 EW4309
 EW4309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4309'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7925 ***********************************************************************
 DJ7925  DESIGNATION -  07 07055
 DJ7925  PID         -  DJ7925
 DJ7925  STATE/COUNTY-  CA/LOS ANGELES
 DJ7925  USGS QUAD   -  CANOGA PARK (1967)
 DJ7925
 DJ7925                         *CURRENT SURVEY CONTROL
 DJ7925  ___________________________________________________________________
 DJ7925* NAD 83(1986)-  34 10 33.     (N)    118 34 15.     (W)     SCALED    
 DJ7925* NAVD 88     -       246.864  (meters)     809.92   (feet)  ADJUSTED  
 DJ7925  ___________________________________________________________________
 DJ7925  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DJ7925  DYNAMIC HT  -         246.601 (meters)     809.06  (feet)  COMP
 DJ7925  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DJ7925
 DJ7925  VERT ORDER  -  SECOND    CLASS II
 DJ7925
 DJ7925.The horizontal coordinates were scaled from a topographic map and have
 DJ7925.an estimated accuracy of +/- 6 seconds.
 DJ7925
 DJ7925.The orthometric height was determined by differential leveling
 DJ7925.and adjusted in February 2008.
 DJ7925.No vertical observational check was made to the station.
 DJ7925
 DJ7925.The geoid height was determined by GEOID03.
 DJ7925
 DJ7925.The dynamic height is computed by dividing the NAVD 88
 DJ7925.geopotential number by the normal gravity value computed on the
 DJ7925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7925.degrees latitude (g = 980.6199 gals.).
 DJ7925
 DJ7925.The modeled gravity was interpolated from observed gravity values.
 DJ7925
 DJ7925;                    North         East    Units  Estimated Accuracy
 DJ7925;SPC CA 5     -   575,120.    1,947,370.      MT  (+/- 180 meters Scaled)
 DJ7925
 DJ7925                          SUPERSEDED SURVEY CONTROL
 DJ7925
 DJ7925.No superseded survey control is available for this station.
 DJ7925
 DJ7925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT552827(NAD 83)
 DJ7925_MARKER: S = SPIKE
 DJ7925_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7925_SP_SET: CURB
 DJ7925_MARK LOGO: NONE  
 DJ7925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7925+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DJ7925
 DJ7925  HISTORY     - Date     Condition        Report By
 DJ7925  HISTORY     - 20050720 MONUMENTED       CA1980
 DJ7925
 DJ7925                          STATION DESCRIPTION
 DJ7925
 DJ7925'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2005
 DJ7925'MARK IS LOCATED NEAR PIERCE COLLEGE IN THE CITY OF LOS ANGELES
 DJ7925'CALIFORNIA.
 DJ7925' 
 DJ7925'THE MARK CONSISTS OF A SPIKE IN A CURB IN THE NORTHWEST CORNER OF
 DJ7925'CATCH BASIN, 1.22 M (4.0 FT) WEST OF WEST CURB OF WINNETKA AVENUE, AND
 DJ7925'16.31 M (53.5 FT) NORTH OF BEGINNING OF CURB RETURN NORTH OF HATTERAS
 DJ7925'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7926 ***********************************************************************
 DJ7926  DESIGNATION -  07 07111
 DJ7926  PID         -  DJ7926
 DJ7926  STATE/COUNTY-  CA/LOS ANGELES
 DJ7926  USGS QUAD   -  CANOGA PARK (1967)
 DJ7926
 DJ7926                         *CURRENT SURVEY CONTROL
 DJ7926  ___________________________________________________________________
 DJ7926* NAD 83(1986)-  34 10 56.     (N)    118 34 14.     (W)     SCALED    
 DJ7926* NAVD 88     -       236.044  (meters)     774.42   (feet)  ADJUSTED  
 DJ7926  ___________________________________________________________________
 DJ7926  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DJ7926  DYNAMIC HT  -         235.792 (meters)     773.59  (feet)  COMP
 DJ7926  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DJ7926
 DJ7926  VERT ORDER  -  SECOND    CLASS II
 DJ7926
 DJ7926.The horizontal coordinates were scaled from a topographic map and have
 DJ7926.an estimated accuracy of +/- 6 seconds.
 DJ7926
 DJ7926.The orthometric height was determined by differential leveling
 DJ7926.and adjusted in February 2008.
 DJ7926.No vertical observational check was made to the station.
 DJ7926
 DJ7926.The geoid height was determined by GEOID03.
 DJ7926
 DJ7926.The dynamic height is computed by dividing the NAVD 88
 DJ7926.geopotential number by the normal gravity value computed on the
 DJ7926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7926.degrees latitude (g = 980.6199 gals.).
 DJ7926
 DJ7926.The modeled gravity was interpolated from observed gravity values.
 DJ7926
 DJ7926;                    North         East    Units  Estimated Accuracy
 DJ7926;SPC CA 5     -   575,830.    1,947,400.      MT  (+/- 180 meters Scaled)
 DJ7926
 DJ7926                          SUPERSEDED SURVEY CONTROL
 DJ7926
 DJ7926.No superseded survey control is available for this station.
 DJ7926
 DJ7926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT552834(NAD 83)
 DJ7926_MARKER: S = SPIKE
 DJ7926_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7926_SP_SET: CURB
 DJ7926_MARK LOGO: NONE  
 DJ7926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7926+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DJ7926
 DJ7926  HISTORY     - Date     Condition        Report By
 DJ7926  HISTORY     - 20050720 MONUMENTED       CA1980
 DJ7926
 DJ7926                          STATION DESCRIPTION
 DJ7926
 DJ7926'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2005
 DJ7926'MARK IS ON THE CAMPUS OF PIERCE COLLEGE WITHIN THE CITY OF LOS ANGELES
 DJ7926'CALIFORNIA.
 DJ7926' 
 DJ7926'THE MARK CONSISTS OF A SPIKE DRIVEN INTO AN EAST CURB OF WINNETKA
 DJ7926'AVENUE, 3.05 M (10.0 FT) NORTH OF THE BEGINNING OF THE CALVERT STREET
 DJ7926'RETURN NORTH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2227 ***********************************************************************
 EW2227  DESIGNATION -  07 09510 C OF LA
 EW2227  PID         -  EW2227
 EW2227  STATE/COUNTY-  CA/LOS ANGELES
 EW2227  USGS QUAD   -  VAN NUYS (1972)
 EW2227
 EW2227                         *CURRENT SURVEY CONTROL
 EW2227  ___________________________________________________________________
 EW2227* NAD 83(1986)-  34 09 10.     (N)    118 27 42.     (W)     SCALED    
 EW2227* NAVD 88     -       213.08   (+/-2cm)     699.1    (feet)  VERTCON   
 EW2227  ___________________________________________________________________
 EW2227  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2227  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2227
 EW2227.The horizontal coordinates were scaled from a topographic map and have
 EW2227.an estimated accuracy of +/- 6 seconds.
 EW2227
 EW2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2227.The vertical order pertains to the NGVD 29 superseded value.
 EW2227
 EW2227.The geoid height was determined by GEOID03.
 EW2227
 EW2227;                    North         East    Units  Estimated Accuracy
 EW2227;SPC CA 5     -   572,510.    1,957,430.      MT  (+/- 180 meters Scaled)
 EW2227
 EW2227                          SUPERSEDED SURVEY CONTROL
 EW2227
 EW2227  NGVD 29 (??/??/92)  212.291  (m)          696.49   (f) ADJ UNCH    1 2
 EW2227
 EW2227.Superseded values are not recommended for survey control.
 EW2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2227.See file dsdata.txt to determine how the superseded data were derived.
 EW2227
 EW2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652800(NAD 83)
 EW2227_MARKER: S = SPIKE
 EW2227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2227_SP_SET: CURB
 EW2227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2227
 EW2227  HISTORY     - Date     Condition        Report By
 EW2227  HISTORY     - UNK      MONUMENTED       CA1980
 EW2227  HISTORY     - 1968     GOOD             CA1980
 EW2227
 EW2227                          STATION DESCRIPTION
 EW2227
 EW2227'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2227'AT LOS ANGELES.
 EW2227'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 20 FEET EAST
 EW2227'OF THE EAST CURB LINE OF NOBLE AVENUE, 5 FEET EAST OF THE
 EW2227'BEGINNING OF CURB RETURN EAST OF NOBLE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2228 ***********************************************************************
 EW2228  DESIGNATION -  07 09540
 EW2228  PID         -  EW2228
 EW2228  STATE/COUNTY-  CA/LOS ANGELES
 EW2228  USGS QUAD   -  VAN NUYS (1972)
 EW2228
 EW2228                         *CURRENT SURVEY CONTROL
 EW2228  ___________________________________________________________________
 EW2228* NAD 83(1986)-  34 09 10.     (N)    118 27 42.     (W)     SCALED    
 EW2228* NAVD 88     -       213.07   (+/-2cm)     699.0    (feet)  VERTCON   
 EW2228  ___________________________________________________________________
 EW2228  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2228  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2228
 EW2228.The horizontal coordinates were scaled from a topographic map and have
 EW2228.an estimated accuracy of +/- 6 seconds.
 EW2228
 EW2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2228.The vertical order pertains to the NGVD 29 superseded value.
 EW2228
 EW2228.The geoid height was determined by GEOID03.
 EW2228
 EW2228;                    North         East    Units  Estimated Accuracy
 EW2228;SPC CA 5     -   572,510.    1,957,430.      MT  (+/- 180 meters Scaled)
 EW2228
 EW2228                          SUPERSEDED SURVEY CONTROL
 EW2228
 EW2228  NGVD 29 (??/??/92)  212.278  (m)          696.45   (f) ADJ UNCH    1 1
 EW2228
 EW2228.Superseded values are not recommended for survey control.
 EW2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2228.See file dsdata.txt to determine how the superseded data were derived.
 EW2228
 EW2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652800(NAD 83)
 EW2228_MARKER: Z = SEE DESCRIPTION
 EW2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2228+STABILITY: SURFACE MOTION
 EW2228
 EW2228  HISTORY     - Date     Condition        Report By
 EW2228  HISTORY     - UNK      MONUMENTED       CA1980
 EW2228  HISTORY     - 1968     GOOD             CA1980
 EW2228  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2228
 EW2228                          STATION DESCRIPTION
 EW2228
 EW2228'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2228'AT LOS ANGELES.
 EW2228'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2228'VENTURA BOULEVARD AND NOBLE AVENUE FROM THE NORTH.
 EW2228
 EW2228                          STATION RECOVERY (1994)
 EW2228
 EW2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2228'THE INTERSECTION AT THE DESCRIBED LOCATION HAS BEEN REPAVED.  THE
 EW2228'BENCH MARK MAY BE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2225 ***********************************************************************
 EW2225  DESIGNATION -  07 09570
 EW2225  PID         -  EW2225
 EW2225  STATE/COUNTY-  CA/LOS ANGELES
 EW2225  USGS QUAD   -  VAN NUYS (1972)
 EW2225
 EW2225                         *CURRENT SURVEY CONTROL
 EW2225  ___________________________________________________________________
 EW2225* NAD 83(1986)-  34 09 11.     (N)    118 27 53.     (W)     SCALED    
 EW2225* NAVD 88     -       214.763  (meters)     704.60   (feet)  ADJUSTED  
 EW2225  ___________________________________________________________________
 EW2225  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2225  DYNAMIC HT  -         214.535 (meters)     703.85  (feet)  COMP
 EW2225  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 EW2225
 EW2225  VERT ORDER  -  FIRST     CLASS I
 EW2225
 EW2225.The horizontal coordinates were scaled from a topographic map and have
 EW2225.an estimated accuracy of +/- 6 seconds.
 EW2225
 EW2225.The orthometric height was determined by differential leveling
 EW2225.and adjusted in June 1995.
 EW2225
 EW2225.The geoid height was determined by GEOID03.
 EW2225
 EW2225.The dynamic height is computed by dividing the NAVD 88
 EW2225.geopotential number by the normal gravity value computed on the
 EW2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2225.degrees latitude (g = 980.6199 gals.).
 EW2225
 EW2225.The modeled gravity was interpolated from observed gravity values.
 EW2225
 EW2225;                    North         East    Units  Estimated Accuracy
 EW2225;SPC CA 5     -   572,540.    1,957,150.      MT  (+/- 180 meters Scaled)
 EW2225
 EW2225                          SUPERSEDED SURVEY CONTROL
 EW2225
 EW2225  NGVD 29 (??/??/92)  214.010  (m)          702.13   (f) ADJ UNCH    1 1
 EW2225
 EW2225.Superseded values are not recommended for survey control.
 EW2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2225.See file dsdata.txt to determine how the superseded data were derived.
 EW2225
 EW2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT649800(NAD 83)
 EW2225_MARKER: S = SPIKE
 EW2225_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2225_SP_SET: CURB
 EW2225_MARK LOGO: NONE  
 EW2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2225+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1995
 EW2225
 EW2225  HISTORY     - Date     Condition        Report By
 EW2225  HISTORY     - 1968     MONUMENTED       CA1980
 EW2225  HISTORY     - 1968     GOOD             CA1980
 EW2225  HISTORY     - 19940819 GOOD             NGS
 EW2225  HISTORY     - 19951122 GOOD             MWDSC
 EW2225
 EW2225                          STATION DESCRIPTION
 EW2225
 EW2225'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2225'AT LOS ANGELES.
 EW2225'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 2.5 FEET
 EW2225'EAST OF THE BEGINNING OF CURB RETURN EAST OF COLUMBUS AVENUE.
 EW2225
 EW2225                          STATION RECOVERY (1994)
 EW2225
 EW2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2225'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND COLUMBUS
 EW2225'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 14.9 M
 EW2225'(48.9 FT) WEST OF THE CENTER OF THE AVENUE, 6.0 M (19.7 FT) NORTH OF
 EW2225'THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, AND 0.2 M (0.7
 EW2225'FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2225
 EW2225                          STATION RECOVERY (1995)
 EW2225
 EW2225'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 EW2225'RECOVERED AS DESCRIBED.  REF MWD FB 4034 01 045 AND TB MAP 561/H4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2230 ***********************************************************************
 EW2230  DESIGNATION -  07 09630
 EW2230  PID         -  EW2230
 EW2230  STATE/COUNTY-  CA/LOS ANGELES
 EW2230  USGS QUAD   -  VAN NUYS (1972)
 EW2230
 EW2230                         *CURRENT SURVEY CONTROL
 EW2230  ___________________________________________________________________
 EW2230* NAD 83(1986)-  34 09 16.     (N)    118 28 08.     (W)     SCALED    
 EW2230* NAVD 88     -       218.697  (meters)     717.51   (feet)  ADJUSTED  
 EW2230  ___________________________________________________________________
 EW2230  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2230  DYNAMIC HT  -         218.465 (meters)     716.75  (feet)  COMP
 EW2230  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 EW2230
 EW2230  VERT ORDER  -  FIRST     CLASS I
 EW2230
 EW2230.The horizontal coordinates were scaled from a topographic map and have
 EW2230.an estimated accuracy of +/- 6 seconds.
 EW2230
 EW2230.The orthometric height was determined by differential leveling
 EW2230.and adjusted in June 1995.
 EW2230
 EW2230.The geoid height was determined by GEOID03.
 EW2230
 EW2230.The dynamic height is computed by dividing the NAVD 88
 EW2230.geopotential number by the normal gravity value computed on the
 EW2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2230.degrees latitude (g = 980.6199 gals.).
 EW2230
 EW2230.The modeled gravity was interpolated from observed gravity values.
 EW2230
 EW2230;                    North         East    Units  Estimated Accuracy
 EW2230;SPC CA 5     -   572,700.    1,956,760.      MT  (+/- 180 meters Scaled)
 EW2230
 EW2230                          SUPERSEDED SURVEY CONTROL
 EW2230
 EW2230  NGVD 29 (??/??/92)  217.948  (m)          715.05   (f) ADJ UNCH    1 1
 EW2230
 EW2230.Superseded values are not recommended for survey control.
 EW2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2230.See file dsdata.txt to determine how the superseded data were derived.
 EW2230
 EW2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645802(NAD 83)
 EW2230_MARKER: S = SPIKE
 EW2230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2230_SP_SET: CURB
 EW2230_MARK LOGO: NONE  
 EW2230_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2230+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW2230
 EW2230  HISTORY     - Date     Condition        Report By
 EW2230  HISTORY     - UNK      MONUMENTED       CA1980
 EW2230  HISTORY     - 1968     GOOD             CA1980
 EW2230  HISTORY     - 19940817 GOOD             NGS
 EW2230
 EW2230                          STATION DESCRIPTION
 EW2230
 EW2230'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2230'AT LOS ANGELES.
 EW2230'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 36 FEET WEST
 EW2230'OF THE BEGINNING OF CURB RETURN WEST OF SHERMAN OAKS AVENUE.
 EW2230
 EW2230                          STATION RECOVERY (1994)
 EW2230
 EW2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2230'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND SHERMAN
 EW2230'OAKS AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 28.5
 EW2230'M (93.5 FT) WEST OF THE CENTERLINE OF THE AVENUE, 5.5 M (18.0 FT)
 EW2230'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 4.4 M
 EW2230'(14.4 FT) WEST OF THE MOST EASTERLY OF 2 DRIVEWAYS OF A 76 GAS
 EW2230'STATION, 1.4 M (4.6 FT) EAST OF A TRAFFIC SIGNAL CONTROL BOX, AND 0.2
 EW2230'M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2232 ***********************************************************************
 EW2232  DESIGNATION -  07 09660
 EW2232  PID         -  EW2232
 EW2232  STATE/COUNTY-  CA/LOS ANGELES
 EW2232  USGS QUAD   -  VAN NUYS (1972)
 EW2232
 EW2232                         *CURRENT SURVEY CONTROL
 EW2232  ___________________________________________________________________
 EW2232* NAD 83(1986)-  34 09 15.     (N)    118 28 12.     (W)     SCALED    
 EW2232* NAVD 88     -       218.619  (meters)     717.25   (feet)  ADJUSTED  
 EW2232  ___________________________________________________________________
 EW2232  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2232  DYNAMIC HT  -         218.387 (meters)     716.49  (feet)  COMP
 EW2232  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 EW2232
 EW2232  VERT ORDER  -  FIRST     CLASS I
 EW2232
 EW2232.The horizontal coordinates were scaled from a topographic map and have
 EW2232.an estimated accuracy of +/- 6 seconds.
 EW2232
 EW2232.The orthometric height was determined by differential leveling
 EW2232.and adjusted in June 1995.
 EW2232
 EW2232.The geoid height was determined by GEOID03.
 EW2232
 EW2232.The dynamic height is computed by dividing the NAVD 88
 EW2232.geopotential number by the normal gravity value computed on the
 EW2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2232.degrees latitude (g = 980.6199 gals.).
 EW2232
 EW2232.The modeled gravity was interpolated from observed gravity values.
 EW2232
 EW2232;                    North         East    Units  Estimated Accuracy
 EW2232;SPC CA 5     -   572,670.    1,956,660.      MT  (+/- 180 meters Scaled)
 EW2232
 EW2232                          SUPERSEDED SURVEY CONTROL
 EW2232
 EW2232  NGVD 29 (??/??/92)  217.842  (m)          714.70   (f) ADJ UNCH    1 1
 EW2232
 EW2232.Superseded values are not recommended for survey control.
 EW2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2232.See file dsdata.txt to determine how the superseded data were derived.
 EW2232
 EW2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT644802(NAD 83)
 EW2232_MARKER: DB = BENCH MARK DISK
 EW2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2232_MARK LOGO: CA1980
 EW2232_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2232+STABILITY: SURFACE MOTION
 EW2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2232+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW2232
 EW2232  HISTORY     - Date     Condition        Report By
 EW2232  HISTORY     - UNK      MONUMENTED       CA1980
 EW2232  HISTORY     - 1968     GOOD             CA1980
 EW2232  HISTORY     - 19940817 GOOD             NGS
 EW2232  HISTORY     - 20010511 MARK NOT FOUND   NGS
 EW2232
 EW2232                          STATION DESCRIPTION
 EW2232
 EW2232'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2232'AT LOS ANGELES.
 EW2232'STANDARD CITY DISC IN 8 INCH MONUMENT, 2 FEET SOUTH OF THE
 EW2232'SOUTH CURB LINE OF VENTURA BOULEVARD, 18.2 FEET WEST OF THE
 EW2232'CENTER LINE PRODUCTION OF ORION AVENUE FROM THE NORTH.
 EW2232
 EW2232                          STATION RECOVERY (1994)
 EW2232
 EW2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2232'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND ORION
 EW2232'AVENUE, 6.9 M (22.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 EW2232'OF THE BOULEVARD, 4.3 M (14.1 FT) EAST OF BENCH MARK 07 09690, 4.0 M
 EW2232'(13.1 FT) WEST OF THE EXTENDED CENTER OF THE AVENUE, 0.2 M (0.7 FT)
 EW2232'ABOVE THE LEVEL OF THE BOULEVARD, AND THE MONUMENT IS FLUSH WITH AND
 EW2232'SURROUNDED BY A SIDEWALK.
 EW2232
 EW2232                          STATION RECOVERY (2001)
 EW2232
 EW2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2232'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2231 ***********************************************************************
 EW2231  DESIGNATION -  07 09690
 EW2231  PID         -  EW2231
 EW2231  STATE/COUNTY-  CA/LOS ANGELES
 EW2231  USGS QUAD   -  VAN NUYS (1972)
 EW2231
 EW2231                         *CURRENT SURVEY CONTROL
 EW2231  ___________________________________________________________________
 EW2231* NAD 83(1986)-  34 09 15.     (N)    118 28 11.     (W)     SCALED    
 EW2231* NAVD 88     -       218.575  (meters)     717.11   (feet)  ADJUSTED  
 EW2231  ___________________________________________________________________
 EW2231  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2231  DYNAMIC HT  -         218.343 (meters)     716.35  (feet)  COMP
 EW2231  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 EW2231
 EW2231  VERT ORDER  -  FIRST     CLASS I
 EW2231
 EW2231.The horizontal coordinates were scaled from a topographic map and have
 EW2231.an estimated accuracy of +/- 6 seconds.
 EW2231
 EW2231.The orthometric height was determined by differential leveling
 EW2231.and adjusted in June 1995.
 EW2231
 EW2231.The geoid height was determined by GEOID03.
 EW2231
 EW2231.The dynamic height is computed by dividing the NAVD 88
 EW2231.geopotential number by the normal gravity value computed on the
 EW2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2231.degrees latitude (g = 980.6199 gals.).
 EW2231
 EW2231.The modeled gravity was interpolated from observed gravity values.
 EW2231
 EW2231;                    North         East    Units  Estimated Accuracy
 EW2231;SPC CA 5     -   572,670.    1,956,690.      MT  (+/- 180 meters Scaled)
 EW2231
 EW2231                          SUPERSEDED SURVEY CONTROL
 EW2231
 EW2231  NGVD 29 (??/??/92)  217.800  (m)          714.57   (f) ADJ UNCH    1 1
 EW2231
 EW2231.Superseded values are not recommended for survey control.
 EW2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2231.See file dsdata.txt to determine how the superseded data were derived.
 EW2231
 EW2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645802(NAD 83)
 EW2231_MARKER: S = SPIKE
 EW2231_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2231_SP_SET: CURB
 EW2231_MARK LOGO: NONE  
 EW2231_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2231+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW2231
 EW2231  HISTORY     - Date     Condition        Report By
 EW2231  HISTORY     - UNK      MONUMENTED       CA1980
 EW2231  HISTORY     - 1968     GOOD             CA1980
 EW2231  HISTORY     - 19940817 GOOD             NGS
 EW2231  HISTORY     - 20010511 GOOD             NGS
 EW2231
 EW2231                          STATION DESCRIPTION
 EW2231
 EW2231'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2231'AT LOS ANGELES.
 EW2231'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 1.9 FEET
 EW2231'WEST OF THE WEST PROPERTY LINE PRODUCTION OF ORION AVENUE.
 EW2231
 EW2231                          STATION RECOVERY (1994)
 EW2231
 EW2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2231'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND ORION
 EW2231'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 8.6 M
 EW2231'(28.2 FT) WEST OF THE EXTENDED CENTER OF THE AVENUE, 6.4 M (21.0 FT)
 EW2231'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 4.3 M
 EW2231'(14.1 FT) WEST OF BENCH MARK 07 09660, 3.1 M (10.2 FT) EAST OF A
 EW2231'STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2231'BOULEVARD.
 EW2231
 EW2231                          STATION RECOVERY (2001)
 EW2231
 EW2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2231'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2237 ***********************************************************************
 EW2237  DESIGNATION -  07 09718
 EW2237  PID         -  EW2237
 EW2237  STATE/COUNTY-  CA/LOS ANGELES
 EW2237  USGS QUAD   -  VAN NUYS (1972)
 EW2237
 EW2237                         *CURRENT SURVEY CONTROL
 EW2237  ___________________________________________________________________
 EW2237* NAD 83(1986)-  34 09 18.     (N)    118 28 21.     (W)     SCALED    
 EW2237* NAVD 88     -       218.20   (+/-2cm)     715.9    (feet)  VERTCON   
 EW2237  ___________________________________________________________________
 EW2237  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2237  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2237
 EW2237.The horizontal coordinates were scaled from a topographic map and have
 EW2237.an estimated accuracy of +/- 6 seconds.
 EW2237
 EW2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2237.The vertical order pertains to the NGVD 29 superseded value.
 EW2237
 EW2237.The geoid height was determined by GEOID03.
 EW2237
 EW2237;                    North         East    Units  Estimated Accuracy
 EW2237;SPC CA 5     -   572,760.    1,956,430.      MT  (+/- 180 meters Scaled)
 EW2237
 EW2237                          SUPERSEDED SURVEY CONTROL
 EW2237
 EW2237  NGVD 29 (??/??/92)  217.42   (m)          713.3    (f) COMPUTED    1 1
 EW2237
 EW2237.Superseded values are not recommended for survey control.
 EW2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2237.See file dsdata.txt to determine how the superseded data were derived.
 EW2237
 EW2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642803(NAD 83)
 EW2237_MARKER: S = SPIKE
 EW2237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2237_SP_SET: CURB
 EW2237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2237
 EW2237  HISTORY     - Date     Condition        Report By
 EW2237  HISTORY     - UNK      MONUMENTED       RBNF
 EW2237  HISTORY     - 1975     GOOD             CA1980
 EW2237  HISTORY     - 1975     GOOD             CA1980
 EW2237  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW2237
 EW2237                          STATION DESCRIPTION
 EW2237
 EW2237'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2237'IN LOS ANGELES.
 EW2237'WIRE SPIKE IN NORTH CURB OF VENTURA BLVD., 11 FEET EAST OF BOX CULVERT
 EW2237'CURB RETURN EAST OF FIRMAMENT AVENUE TO THE NORTH.
 EW2237
 EW2237                          STATION RECOVERY (1975)
 EW2237
 EW2237'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2237'RECOVERED IN GOOD CONDITION.
 EW2237
 EW2237                          STATION RECOVERY (1994)
 EW2237
 EW2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2237'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2234 ***********************************************************************
 EW2234  DESIGNATION -  07 09770
 EW2234  PID         -  EW2234
 EW2234  STATE/COUNTY-  CA/LOS ANGELES
 EW2234  USGS QUAD   -  VAN NUYS (1972)
 EW2234
 EW2234                         *CURRENT SURVEY CONTROL
 EW2234  ___________________________________________________________________
 EW2234* NAD 83(1986)-  34 09 19.     (N)    118 28 37.     (W)     SCALED    
 EW2234* NAVD 88     -       218.706  (meters)     717.54   (feet)  ADJUSTED  
 EW2234  ___________________________________________________________________
 EW2234  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2234  DYNAMIC HT  -         218.474 (meters)     716.78  (feet)  COMP
 EW2234  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 EW2234
 EW2234  VERT ORDER  -  FIRST     CLASS I
 EW2234
 EW2234.The horizontal coordinates were scaled from a topographic map and have
 EW2234.an estimated accuracy of +/- 6 seconds.
 EW2234
 EW2234.The orthometric height was determined by differential leveling
 EW2234.and adjusted in June 1995.
 EW2234
 EW2234.The geoid height was determined by GEOID03.
 EW2234
 EW2234.The dynamic height is computed by dividing the NAVD 88
 EW2234.geopotential number by the normal gravity value computed on the
 EW2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2234.degrees latitude (g = 980.6199 gals.).
 EW2234
 EW2234.The modeled gravity was interpolated from observed gravity values.
 EW2234
 EW2234;                    North         East    Units  Estimated Accuracy
 EW2234;SPC CA 5     -   572,790.    1,956,020.      MT  (+/- 180 meters Scaled)
 EW2234
 EW2234                          SUPERSEDED SURVEY CONTROL
 EW2234
 EW2234  NGVD 29 (??/??/92)  217.932  (m)          715.00   (f) ADJ UNCH    1 1
 EW2234
 EW2234.Superseded values are not recommended for survey control.
 EW2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2234.See file dsdata.txt to determine how the superseded data were derived.
 EW2234
 EW2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT638803(NAD 83)
 EW2234_MARKER: S = SPIKE
 EW2234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2234_SP_SET: CURB
 EW2234_MARK LOGO: NONE  
 EW2234_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2234+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW2234
 EW2234  HISTORY     - Date     Condition        Report By
 EW2234  HISTORY     - UNK      MONUMENTED       CA1980
 EW2234  HISTORY     - 1968     GOOD             CA1980
 EW2234  HISTORY     - 19940817 GOOD             NGS
 EW2234
 EW2234                          STATION DESCRIPTION
 EW2234
 EW2234'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2234'AT LOS ANGELES.
 EW2234'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 5 FEET EAST
 EW2234'OF THE BEGINNING OF CURB RETURN EAST OF DENSMORE AVENUE.
 EW2234
 EW2234                          STATION RECOVERY (1994)
 EW2234
 EW2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2234'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND DENSMORE
 EW2234'AVENUE LEADING NORTH, A SPIKE IN THE NORTH CONCRETE CURB OF THE
 EW2234'BOULEVARD, 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF THE AVENUE, 7.5
 EW2234'M (24.6 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE
 EW2234'BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2235 ***********************************************************************
 EW2235  DESIGNATION -  07 09778
 EW2235  PID         -  EW2235
 EW2235  STATE/COUNTY-  CA/LOS ANGELES
 EW2235  USGS QUAD   -  VAN NUYS (1972)
 EW2235
 EW2235                         *CURRENT SURVEY CONTROL
 EW2235  ___________________________________________________________________
 EW2235* NAD 83(1986)-  34 09 20.     (N)    118 28 45.     (W)     SCALED    
 EW2235* NAVD 88     -       219.703  (meters)     720.81   (feet)  ADJUSTED  
 EW2235  ___________________________________________________________________
 EW2235  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2235  DYNAMIC HT  -         219.471 (meters)     720.05  (feet)  COMP
 EW2235  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 EW2235
 EW2235  VERT ORDER  -  FIRST     CLASS I
 EW2235
 EW2235.The horizontal coordinates were scaled from a topographic map and have
 EW2235.an estimated accuracy of +/- 6 seconds.
 EW2235
 EW2235.The orthometric height was determined by differential leveling
 EW2235.and adjusted in June 1995.
 EW2235
 EW2235.The geoid height was determined by GEOID03.
 EW2235
 EW2235.The dynamic height is computed by dividing the NAVD 88
 EW2235.geopotential number by the normal gravity value computed on the
 EW2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2235.degrees latitude (g = 980.6199 gals.).
 EW2235
 EW2235.The modeled gravity was interpolated from observed gravity values.
 EW2235
 EW2235;                    North         East    Units  Estimated Accuracy
 EW2235;SPC CA 5     -   572,820.    1,955,810.      MT  (+/- 180 meters Scaled)
 EW2235
 EW2235                          SUPERSEDED SURVEY CONTROL
 EW2235
 EW2235  NGVD 29 (??/??/92)  218.94   (m)          718.3    (f) COMPUTED    1 1
 EW2235
 EW2235.Superseded values are not recommended for survey control.
 EW2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2235.See file dsdata.txt to determine how the superseded data were derived.
 EW2235
 EW2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT636803(NAD 83)
 EW2235_MARKER: S = SPIKE
 EW2235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2235_SP_SET: CURB
 EW2235_MARK LOGO: NONE  
 EW2235_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2235+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW2235
 EW2235  HISTORY     - Date     Condition        Report By
 EW2235  HISTORY     - UNK      MONUMENTED       RBNF
 EW2235  HISTORY     - 1975     GOOD             CA1980
 EW2235  HISTORY     - 1975     GOOD             CA1980
 EW2235  HISTORY     - 19940817 GOOD             NGS
 EW2235  HISTORY     - 20050806 GOOD             USPSQD
 EW2235
 EW2235                          STATION DESCRIPTION
 EW2235
 EW2235'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2235'IN LOS ANGELES.
 EW2235'WIRE SPIKE IN SOUTH CURBB OF VENTURA BLVD., 5 FEET EAST OF BOX CULVERT
 EW2235'CURB RETURN EAST OF GLORIA AVENUE.
 EW2235
 EW2235                          STATION RECOVERY (1975)
 EW2235
 EW2235'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2235'RECOVERED IN GOOD CONDITION.
 EW2235
 EW2235                          STATION RECOVERY (1994)
 EW2235
 EW2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2235'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND GLORIA AVENUE,
 EW2235'A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 16.0 M (52.5 FT)
 EW2235'EAST OF THE CENTERLINE OF THE AVENUE, 6.4 M (21.0 FT) SOUTH OF THE
 EW2235'CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 2.0 M (6.6 FT)
 EW2235'EAST OF A SIGNAL LIGHT POLE, 0.2 M (0.7 FT) NORTHWEST OF THE NORTHWEST
 EW2235'CORNER OF A STORM DRAIN, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2235'BOULEVARD.
 EW2235
 EW2235                          STATION RECOVERY (2005)
 EW2235
 EW2235'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2236 ***********************************************************************
 EW2236  DESIGNATION -  07 09780 C OF LA
 EW2236  PID         -  EW2236
 EW2236  STATE/COUNTY-  CA/LOS ANGELES
 EW2236  USGS QUAD   -  VAN NUYS (1972)
 EW2236
 EW2236                         *CURRENT SURVEY CONTROL
 EW2236  ___________________________________________________________________
 EW2236* NAD 83(1986)-  34 09 20.     (N)    118 28 45.     (W)     SCALED    
 EW2236* NAVD 88     -       219.85   (+/-2cm)     721.3    (feet)  VERTCON   
 EW2236  ___________________________________________________________________
 EW2236  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2236  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2236
 EW2236.The horizontal coordinates were scaled from a topographic map and have
 EW2236.an estimated accuracy of +/- 6 seconds.
 EW2236
 EW2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2236.The vertical order pertains to the NGVD 29 superseded value.
 EW2236
 EW2236.The geoid height was determined by GEOID03.
 EW2236
 EW2236;                    North         East    Units  Estimated Accuracy
 EW2236;SPC CA 5     -   572,820.    1,955,810.      MT  (+/- 180 meters Scaled)
 EW2236
 EW2236                          SUPERSEDED SURVEY CONTROL
 EW2236
 EW2236  NGVD 29 (??/??/92)  219.067  (m)          718.72   (f) ADJ UNCH    1 2
 EW2236
 EW2236.Superseded values are not recommended for survey control.
 EW2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2236.See file dsdata.txt to determine how the superseded data were derived.
 EW2236
 EW2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT636803(NAD 83)
 EW2236_MARKER: S = SPIKE
 EW2236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2236_SP_SET: CURB
 EW2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2236+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW2236
 EW2236  HISTORY     - Date     Condition        Report By
 EW2236  HISTORY     - UNK      MONUMENTED       CA1980
 EW2236  HISTORY     - 1968     GOOD             CA1980
 EW2236  HISTORY     - 20050806 GOOD             USPSQD
 EW2236
 EW2236                          STATION DESCRIPTION
 EW2236
 EW2236'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2236'AT LOS ANGELES.
 EW2236'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 10.5 FEET
 EW2236'WEST OF THE BEGINNING OF CURB RETURN WEST OF GLORIA AVENUE,
 EW2236'EAST END OF CATCH BASIN.
 EW2236
 EW2236                          STATION RECOVERY (2005)
 EW2236
 EW2236'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2239 ***********************************************************************
 EW2239  DESIGNATION -  07 09809 C OF LA
 EW2239  PID         -  EW2239
 EW2239  STATE/COUNTY-  CA/LOS ANGELES
 EW2239  USGS QUAD   -  VAN NUYS (1972)
 EW2239
 EW2239                         *CURRENT SURVEY CONTROL
 EW2239  ___________________________________________________________________
 EW2239* NAD 83(1986)-  34 09 21.     (N)    118 29 00.     (W)     SCALED    
 EW2239* NAVD 88     -       223.24   (+/-2cm)     732.4    (feet)  VERTCON   
 EW2239  ___________________________________________________________________
 EW2239  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2239  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2239
 EW2239.The horizontal coordinates were scaled from a topographic map and have
 EW2239.an estimated accuracy of +/- 6 seconds.
 EW2239
 EW2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2239.The vertical order pertains to the NGVD 29 superseded value.
 EW2239
 EW2239.The geoid height was determined by GEOID03.
 EW2239
 EW2239;                    North         East    Units  Estimated Accuracy
 EW2239;SPC CA 5     -   572,860.    1,955,430.      MT  (+/- 180 meters Scaled)
 EW2239
 EW2239                          SUPERSEDED SURVEY CONTROL
 EW2239
 EW2239  NGVD 29 (??/??/92)  222.452  (m)          729.83   (f) ADJ UNCH    1 2
 EW2239
 EW2239.Superseded values are not recommended for survey control.
 EW2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2239.See file dsdata.txt to determine how the superseded data were derived.
 EW2239
 EW2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632804(NAD 83)
 EW2239_MARKER: S = SPIKE
 EW2239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2239_SP_SET: CURB
 EW2239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2239
 EW2239  HISTORY     - Date     Condition        Report By
 EW2239  HISTORY     - UNK      MONUMENTED       CA1980
 EW2239  HISTORY     - 1968     GOOD             CA1980
 EW2239  HISTORY     - 20050806 POOR             USPSQD
 EW2239
 EW2239                          STATION DESCRIPTION
 EW2239
 EW2239'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2239'AT LOS ANGELES.
 EW2239'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET EAST
 EW2239'OF THE BEGINNING OF CURB RETURN EAST OF WOODLEY AVENUE.
 EW2239
 EW2239                          STATION RECOVERY (2005)
 EW2239
 EW2239'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2239'CONCRETE UNDER HEAD OF SPIKE IS ERODING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2238 ***********************************************************************
 EW2238  DESIGNATION -  07 09842
 EW2238  PID         -  EW2238
 EW2238  STATE/COUNTY-  CA/LOS ANGELES
 EW2238  USGS QUAD   -  VAN NUYS (1972)
 EW2238
 EW2238                         *CURRENT SURVEY CONTROL
 EW2238  ___________________________________________________________________
 EW2238* NAD 83(1986)-  34 09 23.     (N)    118 29 09.     (W)     SCALED    
 EW2238* NAVD 88     -       226.14   (+/-2cm)     741.9    (feet)  VERTCON   
 EW2238  ___________________________________________________________________
 EW2238  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2238  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2238
 EW2238.The horizontal coordinates were scaled from a topographic map and have
 EW2238.an estimated accuracy of +/- 6 seconds.
 EW2238
 EW2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2238.The vertical order pertains to the NGVD 29 superseded value.
 EW2238
 EW2238.The geoid height was determined by GEOID03.
 EW2238
 EW2238;                    North         East    Units  Estimated Accuracy
 EW2238;SPC CA 5     -   572,920.    1,955,200.      MT  (+/- 180 meters Scaled)
 EW2238
 EW2238                          SUPERSEDED SURVEY CONTROL
 EW2238
 EW2238  NGVD 29 (??/??/92)  225.352  (m)          739.34   (f) ADJ UNCH    1 1
 EW2238
 EW2238.Superseded values are not recommended for survey control.
 EW2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2238.See file dsdata.txt to determine how the superseded data were derived.
 EW2238
 EW2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT630804(NAD 83)
 EW2238_MARKER: S = SPIKE
 EW2238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2238_SP_SET: CURB
 EW2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2238
 EW2238  HISTORY     - Date     Condition        Report By
 EW2238  HISTORY     - UNK      MONUMENTED       CA1980
 EW2238  HISTORY     - 1968     GOOD             CA1980
 EW2238  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW2238
 EW2238                          STATION DESCRIPTION
 EW2238
 EW2238'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2238'AT LOS ANGELES.
 EW2238'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 22 FEET
 EW2238'EASTERLY OF CENTER DOOR TO BUILDING 16211, ABOUT 750 FEET WEST
 EW2238'OF WOODLEY AVENUE.
 EW2238
 EW2238                          STATION RECOVERY (1994)
 EW2238
 EW2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2238'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2241 ***********************************************************************
 EW2241  DESIGNATION -  07 09851 C OF LA
 EW2241  PID         -  EW2241
 EW2241  STATE/COUNTY-  CA/LOS ANGELES
 EW2241  USGS QUAD   -  VAN NUYS (1972)
 EW2241
 EW2241                         *CURRENT SURVEY CONTROL
 EW2241  ___________________________________________________________________
 EW2241* NAD 83(1986)-  34 09 26.     (N)    118 29 16.     (W)     SCALED    
 EW2241* NAVD 88     -       227.29   (+/-2cm)     745.7    (feet)  VERTCON   
 EW2241  ___________________________________________________________________
 EW2241  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2241  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2241
 EW2241.The horizontal coordinates were scaled from a topographic map and have
 EW2241.an estimated accuracy of +/- 6 seconds.
 EW2241
 EW2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2241.The vertical order pertains to the NGVD 29 superseded value.
 EW2241
 EW2241.The geoid height was determined by GEOID03.
 EW2241
 EW2241;                    North         East    Units  Estimated Accuracy
 EW2241;SPC CA 5     -   573,010.    1,955,020.      MT  (+/- 180 meters Scaled)
 EW2241
 EW2241                          SUPERSEDED SURVEY CONTROL
 EW2241
 EW2241  NGVD 29 (??/??/92)  226.506  (m)          743.13   (f) ADJ UNCH    1 2
 EW2241
 EW2241.Superseded values are not recommended for survey control.
 EW2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2241.See file dsdata.txt to determine how the superseded data were derived.
 EW2241
 EW2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT628805(NAD 83)
 EW2241_MARKER: S = SPIKE
 EW2241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2241_SP_SET: CURB
 EW2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2241
 EW2241  HISTORY     - Date     Condition        Report By
 EW2241  HISTORY     - UNK      MONUMENTED       CA1980
 EW2241  HISTORY     - 1968     GOOD             CA1980
 EW2241  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW2241
 EW2241                          STATION DESCRIPTION
 EW2241
 EW2241'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2241'AT LOS ANGELES.
 EW2241'SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET EAST OF
 EW2241'THE BEGINNING OF CURB RETURN EAST OF LIBBITT AVENUE.
 EW2241
 EW2241                          STATION RECOVERY (2005)
 EW2241
 EW2241'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2241'CONCRETE IN REPORTED LOCATION IS DAMAGED AND THERE IS EVIDENCE OF
 EW2241'CONCRETE SAWING FOR TRAFFIC LIGHT CONDUITS AND STORM DRAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2242 ***********************************************************************
 EW2242  DESIGNATION -  07 09855
 EW2242  PID         -  EW2242
 EW2242  STATE/COUNTY-  CA/LOS ANGELES
 EW2242  USGS QUAD   -  VAN NUYS (1972)
 EW2242
 EW2242                         *CURRENT SURVEY CONTROL
 EW2242  ___________________________________________________________________
 EW2242* NAD 83(1986)-  34 09 26.     (N)    118 29 24.     (W)     SCALED    
 EW2242* NAVD 88     -       228.393  (meters)     749.32   (feet)  ADJUSTED  
 EW2242  ___________________________________________________________________
 EW2242  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2242  DYNAMIC HT  -         228.151 (meters)     748.53  (feet)  COMP
 EW2242  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 EW2242
 EW2242  VERT ORDER  -  FIRST     CLASS I
 EW2242
 EW2242.The horizontal coordinates were scaled from a topographic map and have
 EW2242.an estimated accuracy of +/- 6 seconds.
 EW2242
 EW2242.The orthometric height was determined by differential leveling
 EW2242.and adjusted in June 1995.
 EW2242
 EW2242.The geoid height was determined by GEOID03.
 EW2242
 EW2242.The dynamic height is computed by dividing the NAVD 88
 EW2242.geopotential number by the normal gravity value computed on the
 EW2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2242.degrees latitude (g = 980.6199 gals.).
 EW2242
 EW2242.The modeled gravity was interpolated from observed gravity values.
 EW2242
 EW2242;                    North         East    Units  Estimated Accuracy
 EW2242;SPC CA 5     -   573,010.    1,954,820.      MT  (+/- 180 meters Scaled)
 EW2242
 EW2242                          SUPERSEDED SURVEY CONTROL
 EW2242
 EW2242  NGVD 29 (??/??/92)  227.623  (m)          746.79   (f) ADJ UNCH    1 1
 EW2242
 EW2242.Superseded values are not recommended for survey control.
 EW2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2242.See file dsdata.txt to determine how the superseded data were derived.
 EW2242
 EW2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT626805(NAD 83)
 EW2242_MARKER: S = SPIKE
 EW2242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2242_SP_SET: CURB
 EW2242_MARK LOGO: NONE  
 EW2242_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2242+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW2242
 EW2242  HISTORY     - Date     Condition        Report By
 EW2242  HISTORY     - UNK      MONUMENTED       CA1980
 EW2242  HISTORY     - 1968     GOOD             CA1980
 EW2242  HISTORY     - 19940817 GOOD             NGS
 EW2242  HISTORY     - 20010511 GOOD             NGS
 EW2242  HISTORY     - 20050806 GOOD             USPSQD
 EW2242
 EW2242                          STATION DESCRIPTION
 EW2242
 EW2242'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2242'AT LOS ANGELES.
 EW2242'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET WEST
 EW2242'OF THE BEGINNING OF CURB RETURN WEST OF NOELINE AVENUE.
 EW2242
 EW2242                          STATION RECOVERY (1994)
 EW2242
 EW2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2242'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND NOELINE
 EW2242'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 13.1 M
 EW2242'(43.0 FT) WEST OF THE CENTER OF THE AVENUE, 6.4 M (21.0 FT) SOUTH OF
 EW2242'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 1.2 M (3.9 FT)
 EW2242'NORTHEAST OF A TRAFFIC SIGNAL CONTROL BOX, 0.5 M (1.6 FT) NORTHWEST OF
 EW2242'A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2242'BOULEVARD.
 EW2242
 EW2242                          STATION RECOVERY (2001)
 EW2242
 EW2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2242'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW2242
 EW2242                          STATION RECOVERY (2005)
 EW2242
 EW2242'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2243 ***********************************************************************
 EW2243  DESIGNATION -  07 09860 C OF LA
 EW2243  PID         -  EW2243
 EW2243  STATE/COUNTY-  CA/LOS ANGELES
 EW2243  USGS QUAD   -  VAN NUYS (1972)
 EW2243
 EW2243                         *CURRENT SURVEY CONTROL
 EW2243  ___________________________________________________________________
 EW2243* NAD 83(1986)-  34 09 26.     (N)    118 29 30.     (W)     SCALED    
 EW2243* NAVD 88     -       229.20   (+/-2cm)     752.0    (feet)  VERTCON   
 EW2243  ___________________________________________________________________
 EW2243  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2243  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2243
 EW2243.The horizontal coordinates were scaled from a topographic map and have
 EW2243.an estimated accuracy of +/- 6 seconds.
 EW2243
 EW2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2243.The vertical order pertains to the NGVD 29 superseded value.
 EW2243
 EW2243.The geoid height was determined by GEOID03.
 EW2243
 EW2243;                    North         East    Units  Estimated Accuracy
 EW2243;SPC CA 5     -   573,010.    1,954,660.      MT  (+/- 180 meters Scaled)
 EW2243
 EW2243                          SUPERSEDED SURVEY CONTROL
 EW2243
 EW2243  NGVD 29 (??/??/92)  228.412  (m)          749.38   (f) ADJ UNCH    1 2
 EW2243
 EW2243.Superseded values are not recommended for survey control.
 EW2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2243.See file dsdata.txt to determine how the superseded data were derived.
 EW2243
 EW2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT624805(NAD 83)
 EW2243_MARKER: Z = SEE DESCRIPTION
 EW2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2243+STABILITY: SURFACE MOTION
 EW2243
 EW2243  HISTORY     - Date     Condition        Report By
 EW2243  HISTORY     - UNK      MONUMENTED       CA1980
 EW2243  HISTORY     - 1968     GOOD             CA1980
 EW2243
 EW2243                          STATION DESCRIPTION
 EW2243
 EW2243'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2243'AT LOS ANGELES.
 EW2243'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF VENTURA BOULEVARD,
 EW2243'99.65 FEET EAST OF THE CENTER LINE OF HAYVENHURST AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2244 ***********************************************************************
 EW2244  DESIGNATION -  07 09861
 EW2244  PID         -  EW2244
 EW2244  STATE/COUNTY-  CA/LOS ANGELES
 EW2244  USGS QUAD   -  VAN NUYS (1972)
 EW2244
 EW2244                         *CURRENT SURVEY CONTROL
 EW2244  ___________________________________________________________________
 EW2244* NAD 83(1986)-  34 09 27.     (N)    118 29 31.     (W)     SCALED    
 EW2244* NAVD 88     -       229.421  (meters)     752.69   (feet)  ADJUSTED  
 EW2244  ___________________________________________________________________
 EW2244  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2244  DYNAMIC HT  -         229.178 (meters)     751.89  (feet)  COMP
 EW2244  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 EW2244
 EW2244  VERT ORDER  -  FIRST     CLASS I
 EW2244
 EW2244.The horizontal coordinates were scaled from a topographic map and have
 EW2244.an estimated accuracy of +/- 6 seconds.
 EW2244
 EW2244.The orthometric height was determined by differential leveling
 EW2244.and adjusted in June 1995.
 EW2244
 EW2244.The geoid height was determined by GEOID03.
 EW2244
 EW2244.The dynamic height is computed by dividing the NAVD 88
 EW2244.geopotential number by the normal gravity value computed on the
 EW2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2244.degrees latitude (g = 980.6199 gals.).
 EW2244
 EW2244.The modeled gravity was interpolated from observed gravity values.
 EW2244
 EW2244;                    North         East    Units  Estimated Accuracy
 EW2244;SPC CA 5     -   573,050.    1,954,640.      MT  (+/- 180 meters Scaled)
 EW2244
 EW2244                          SUPERSEDED SURVEY CONTROL
 EW2244
 EW2244  NGVD 29 (??/??/92)  228.652  (m)          750.17   (f) ADJ UNCH    1 1
 EW2244
 EW2244.Superseded values are not recommended for survey control.
 EW2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2244.See file dsdata.txt to determine how the superseded data were derived.
 EW2244
 EW2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT624806(NAD 83)
 EW2244_MARKER: S = SPIKE
 EW2244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2244_SP_SET: CURB
 EW2244_MARK LOGO: NONE  
 EW2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2244+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW2244
 EW2244  HISTORY     - Date     Condition        Report By
 EW2244  HISTORY     - UNK      MONUMENTED       CA1980
 EW2244  HISTORY     - 1968     GOOD             CA1980
 EW2244  HISTORY     - 19940817 GOOD             NGS
 EW2244  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW2244
 EW2244                          STATION DESCRIPTION
 EW2244
 EW2244'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2244'AT LOS ANGELES.
 EW2244'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 10.5 FEET
 EW2244'EAST OF THE BEGINNING OF CURB RETURN EAST OF HAYVENHURST AVENUE.
 EW2244
 EW2244                          STATION RECOVERY (1994)
 EW2244
 EW2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2244'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND HAYVENHURST
 EW2244'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 19.6 M
 EW2244'(64.3 FT) EAST OF THE CENTER OF THE AVENUE, 6.3 M (20.7 FT) SOUTH OF
 EW2244'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 4.6 M (15.1
 EW2244'FT) EAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 EW2244'THE BOULEVARD.
 EW2244
 EW2244                          STATION RECOVERY (2005)
 EW2244
 EW2244'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2245 ***********************************************************************
 EW2245  DESIGNATION -  07 09885
 EW2245  PID         -  EW2245
 EW2245  STATE/COUNTY-  CA/LOS ANGELES
 EW2245  USGS QUAD   -  VAN NUYS (1972)
 EW2245
 EW2245                         *CURRENT SURVEY CONTROL
 EW2245  ___________________________________________________________________
 EW2245* NAD 83(1986)-  34 09 27.     (N)    118 29 40.     (W)     SCALED    
 EW2245* NAVD 88     -       228.065  (meters)     748.24   (feet)  ADJUSTED  
 EW2245  ___________________________________________________________________
 EW2245  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2245  DYNAMIC HT  -         227.824 (meters)     747.45  (feet)  COMP
 EW2245  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 EW2245
 EW2245  VERT ORDER  -  FIRST     CLASS I
 EW2245
 EW2245.The horizontal coordinates were scaled from a topographic map and have
 EW2245.an estimated accuracy of +/- 6 seconds.
 EW2245
 EW2245.The orthometric height was determined by differential leveling
 EW2245.and adjusted in June 1995.
 EW2245
 EW2245.The geoid height was determined by GEOID03.
 EW2245
 EW2245.The dynamic height is computed by dividing the NAVD 88
 EW2245.geopotential number by the normal gravity value computed on the
 EW2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2245.degrees latitude (g = 980.6199 gals.).
 EW2245
 EW2245.The modeled gravity was interpolated from observed gravity values.
 EW2245
 EW2245;                    North         East    Units  Estimated Accuracy
 EW2245;SPC CA 5     -   573,050.    1,954,410.      MT  (+/- 180 meters Scaled)
 EW2245
 EW2245                          SUPERSEDED SURVEY CONTROL
 EW2245
 EW2245  NGVD 29 (??/??/92)  227.315  (m)          745.78   (f) ADJ UNCH    1 1
 EW2245
 EW2245.Superseded values are not recommended for survey control.
 EW2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2245.See file dsdata.txt to determine how the superseded data were derived.
 EW2245
 EW2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT622806(NAD 83)
 EW2245_MARKER: S = SPIKE
 EW2245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2245_SP_SET: CURB
 EW2245_MARK LOGO: NONE  
 EW2245_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2245+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW2245
 EW2245  HISTORY     - Date     Condition        Report By
 EW2245  HISTORY     - UNK      MONUMENTED       CA1980
 EW2245  HISTORY     - 1968     GOOD             CA1980
 EW2245  HISTORY     - 19940817 GOOD             NGS
 EW2245  HISTORY     - 20050806 GOOD             USPSQD
 EW2245
 EW2245                          STATION DESCRIPTION
 EW2245
 EW2245'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2245'AT LOS ANGELES.
 EW2245'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 3 FEET WEST
 EW2245'OF THE BEGINNING OF CURB RETURN WEST OF RUBIO AVENUE.
 EW2245
 EW2245                          STATION RECOVERY (1994)
 EW2245
 EW2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2245'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND RUBIO AVENUE,
 EW2245'A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 15.2 M (49.9 FT)
 EW2245'WEST OF THE CENTERLINE OF THE AVENUE, 7.2 M (23.6 FT) NORTH OF THE
 EW2245'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 0.8 M (2.6 FT) WEST OF
 EW2245'A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2245
 EW2245                          STATION RECOVERY (2005)
 EW2245
 EW2245'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2246 ***********************************************************************
 EW2246  DESIGNATION -  07 09899
 EW2246  PID         -  EW2246
 EW2246  STATE/COUNTY-  CA/LOS ANGELES
 EW2246  USGS QUAD   -  VAN NUYS (1972)
 EW2246
 EW2246                         *CURRENT SURVEY CONTROL
 EW2246  ___________________________________________________________________
 EW2246* NAD 83(1986)-  34 09 29.     (N)    118 29 45.     (W)     SCALED    
 EW2246* NAVD 88     -       228.333  (meters)     749.12   (feet)  ADJUSTED  
 EW2246  ___________________________________________________________________
 EW2246  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2246  DYNAMIC HT  -         228.091 (meters)     748.33  (feet)  COMP
 EW2246  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 EW2246
 EW2246  VERT ORDER  -  FIRST     CLASS I
 EW2246
 EW2246.The horizontal coordinates were scaled from a topographic map and have
 EW2246.an estimated accuracy of +/- 6 seconds.
 EW2246
 EW2246.The orthometric height was determined by differential leveling
 EW2246.and adjusted in June 1995.
 EW2246
 EW2246.The geoid height was determined by GEOID03.
 EW2246
 EW2246.The dynamic height is computed by dividing the NAVD 88
 EW2246.geopotential number by the normal gravity value computed on the
 EW2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2246.degrees latitude (g = 980.6199 gals.).
 EW2246
 EW2246.The modeled gravity was interpolated from observed gravity values.
 EW2246
 EW2246;                    North         East    Units  Estimated Accuracy
 EW2246;SPC CA 5     -   573,110.    1,954,280.      MT  (+/- 180 meters Scaled)
 EW2246
 EW2246                          SUPERSEDED SURVEY CONTROL
 EW2246
 EW2246  NGVD 29 (??/??/92)  227.571  (m)          746.62   (f) ADJ UNCH    1 1
 EW2246
 EW2246.Superseded values are not recommended for survey control.
 EW2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2246.See file dsdata.txt to determine how the superseded data were derived.
 EW2246
 EW2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT621806(NAD 83)
 EW2246_MARKER: S = SPIKE
 EW2246_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2246_SP_SET: CURB
 EW2246_MARK LOGO: NONE  
 EW2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2246+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW2246
 EW2246  HISTORY     - Date     Condition        Report By
 EW2246  HISTORY     - UNK      MONUMENTED       CA1980
 EW2246  HISTORY     - 1968     GOOD             CA1980
 EW2246  HISTORY     - 19940817 GOOD             NGS
 EW2246  HISTORY     - 20010511 GOOD             NGS
 EW2246  HISTORY     - 20050806 GOOD             USPSQD
 EW2246
 EW2246                          STATION DESCRIPTION
 EW2246
 EW2246'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2246'AT LOS ANGELES.
 EW2246'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 3.2 FEET
 EW2246'EAST OF THE BEGINNING OF CURB RETURN EAST OF PETTIT AVENUE.
 EW2246
 EW2246                          STATION RECOVERY (1994)
 EW2246
 EW2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2246'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND PETIT AVENUE,
 EW2246'A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 13.9 M (45.6 FT)
 EW2246'EAST OF THE CENTERLINE OF THE AVENUE, 7.2 M (23.6 FT) NORTH OF THE
 EW2246'CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 2.7 M (8.9 FT)
 EW2246'EAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2246'BOULEVARD.
 EW2246
 EW2246                          STATION RECOVERY (2001)
 EW2246
 EW2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2246'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW2246
 EW2246                          STATION RECOVERY (2005)
 EW2246
 EW2246'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2247 ***********************************************************************
 EW2247  DESIGNATION -  07 09907
 EW2247  PID         -  EW2247
 EW2247  STATE/COUNTY-  CA/LOS ANGELES
 EW2247  USGS QUAD   -  VAN NUYS (1972)
 EW2247
 EW2247                         *CURRENT SURVEY CONTROL
 EW2247  ___________________________________________________________________
 EW2247* NAD 83(1986)-  34 09 33.     (N)    118 29 57.     (W)     SCALED    
 EW2247* NAVD 88     -       232.13   (+/-2cm)     761.6    (feet)  VERTCON   
 EW2247  ___________________________________________________________________
 EW2247  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2247  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2247
 EW2247.The horizontal coordinates were scaled from a topographic map and have
 EW2247.an estimated accuracy of +/- 6 seconds.
 EW2247
 EW2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2247.The vertical order pertains to the NGVD 29 superseded value.
 EW2247
 EW2247.The geoid height was determined by GEOID03.
 EW2247
 EW2247;                    North         East    Units  Estimated Accuracy
 EW2247;SPC CA 5     -   573,230.    1,953,970.      MT  (+/- 180 meters Scaled)
 EW2247
 EW2247                          SUPERSEDED SURVEY CONTROL
 EW2247
 EW2247  NGVD 29 (??/??/92)  231.339  (m)          758.98   (f) ADJ UNCH    1 1
 EW2247
 EW2247.Superseded values are not recommended for survey control.
 EW2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2247.See file dsdata.txt to determine how the superseded data were derived.
 EW2247
 EW2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT618808(NAD 83)
 EW2247_MARKER: S = SPIKE
 EW2247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2247_SP_SET: CATCH BASIN
 EW2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2247
 EW2247  HISTORY     - Date     Condition        Report By
 EW2247  HISTORY     - UNK      MONUMENTED       CA1980
 EW2247  HISTORY     - 1968     GOOD             CA1980
 EW2247  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW2247
 EW2247                          STATION DESCRIPTION
 EW2247
 EW2247'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2247'AT LOS ANGELES.
 EW2247'WIRE SPIKE 4 FEET SOUTH OF THE SOUTH CURB LINE OF VENTURA
 EW2247'BOULEVARD, 45 FEET WEST OF THE WEST CURB LINE PRODUCTION OF
 EW2247'LA MAIDA STREET, SOUTHEAST CORNER OF CATCH BASIN.
 EW2247
 EW2247                          STATION RECOVERY (1994)
 EW2247
 EW2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2247'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4274 ***********************************************************************
 EW4274  DESIGNATION -  07 09930
 EW4274  PID         -  EW4274
 EW4274  STATE/COUNTY-  CA/LOS ANGELES
 EW4274  USGS QUAD   -  CANOGA PARK (1967)
 EW4274
 EW4274                         *CURRENT SURVEY CONTROL
 EW4274  ___________________________________________________________________
 EW4274* NAD 83(1986)-  34 09 34.     (N)    118 30 11.     (W)     SCALED    
 EW4274* NAVD 88     -       238.666  (meters)     783.02   (feet)  ADJUSTED  
 EW4274  ___________________________________________________________________
 EW4274  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW4274  DYNAMIC HT  -         238.415 (meters)     782.20  (feet)  COMP
 EW4274  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 EW4274
 EW4274  VERT ORDER  -  FIRST     CLASS I
 EW4274
 EW4274.The horizontal coordinates were scaled from a topographic map and have
 EW4274.an estimated accuracy of +/- 6 seconds.
 EW4274
 EW4274.The orthometric height was determined by differential leveling
 EW4274.and adjusted in June 1995.
 EW4274
 EW4274.The geoid height was determined by GEOID03.
 EW4274
 EW4274.The dynamic height is computed by dividing the NAVD 88
 EW4274.geopotential number by the normal gravity value computed on the
 EW4274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4274.degrees latitude (g = 980.6199 gals.).
 EW4274
 EW4274.The modeled gravity was interpolated from observed gravity values.
 EW4274
 EW4274;                    North         East    Units  Estimated Accuracy
 EW4274;SPC CA 5     -   573,270.    1,953,610.      MT  (+/- 180 meters Scaled)
 EW4274
 EW4274                          SUPERSEDED SURVEY CONTROL
 EW4274
 EW4274  NGVD 29 (??/??/92)  237.889  (m)          780.47   (f) ADJ UNCH    1 1
 EW4274
 EW4274.Superseded values are not recommended for survey control.
 EW4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4274.See file dsdata.txt to determine how the superseded data were derived.
 EW4274
 EW4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT614808(NAD 83)
 EW4274_MARKER: S = SPIKE
 EW4274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4274_SP_SET: CURB
 EW4274_MARK LOGO: NONE  
 EW4274_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4274+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW4274
 EW4274  HISTORY     - Date     Condition        Report By
 EW4274  HISTORY     - UNK      MONUMENTED       CA1980
 EW4274  HISTORY     - 1968     GOOD             CA1980
 EW4274  HISTORY     - 19940817 GOOD             NGS
 EW4274  HISTORY     - 20010511 GOOD             NGS
 EW4274  HISTORY     - 20050806 GOOD             USPSQD
 EW4274
 EW4274                          STATION DESCRIPTION
 EW4274
 EW4274'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4274'AT LOS ANGELES.
 EW4274'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 3 FEET EAST
 EW4274'OF THE BEGINNING OF CURB RETURN EAST OF GENESTA AVENUE.
 EW4274
 EW4274                          STATION RECOVERY (1994)
 EW4274
 EW4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4274'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND GENESTA
 EW4274'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 10.0 M
 EW4274'(32.8 FT) EAST OF THE CENTERLINE OF THE AVENUE, 7.4 M (24.3 FT) NORTH
 EW4274'OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 1.5 M (4.9 FT)
 EW4274'WEST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW4274'BOULEVARD.
 EW4274
 EW4274                          STATION RECOVERY (2001)
 EW4274
 EW4274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4274'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4274
 EW4274                          STATION RECOVERY (2005)
 EW4274
 EW4274'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4276 ***********************************************************************
 EW4276  DESIGNATION -  07 10017
 EW4276  PID         -  EW4276
 EW4276  STATE/COUNTY-  CA/LOS ANGELES
 EW4276  USGS QUAD   -  CANOGA PARK (1967)
 EW4276
 EW4276                         *CURRENT SURVEY CONTROL
 EW4276  ___________________________________________________________________
 EW4276* NAD 83(1986)-  34 09 38.     (N)    118 30 34.     (W)     SCALED    
 EW4276* NAVD 88     -       248.966  (meters)     816.82   (feet)  ADJUSTED  
 EW4276  ___________________________________________________________________
 EW4276  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4276  DYNAMIC HT  -         248.703 (meters)     815.95  (feet)  COMP
 EW4276  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 EW4276
 EW4276  VERT ORDER  -  FIRST     CLASS I
 EW4276
 EW4276.The horizontal coordinates were scaled from a topographic map and have
 EW4276.an estimated accuracy of +/- 6 seconds.
 EW4276
 EW4276.The orthometric height was determined by differential leveling
 EW4276.and adjusted in June 1995.
 EW4276
 EW4276.The geoid height was determined by GEOID03.
 EW4276
 EW4276.The dynamic height is computed by dividing the NAVD 88
 EW4276.geopotential number by the normal gravity value computed on the
 EW4276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4276.degrees latitude (g = 980.6199 gals.).
 EW4276
 EW4276.The modeled gravity was interpolated from observed gravity values.
 EW4276
 EW4276;                    North         East    Units  Estimated Accuracy
 EW4276;SPC CA 5     -   573,390.    1,953,030.      MT  (+/- 180 meters Scaled)
 EW4276
 EW4276                          SUPERSEDED SURVEY CONTROL
 EW4276
 EW4276  NGVD 29 (??/??/92)  248.19   (m)          814.3    (f) COMPUTED    1 1
 EW4276
 EW4276.Superseded values are not recommended for survey control.
 EW4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4276.See file dsdata.txt to determine how the superseded data were derived.
 EW4276
 EW4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT608809(NAD 83)
 EW4276_MARKER: S = SPIKE
 EW4276_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4276_SP_SET: CURB
 EW4276_MARK LOGO: NONE  
 EW4276_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4276+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW4276
 EW4276  HISTORY     - Date     Condition        Report By
 EW4276  HISTORY     - UNK      MONUMENTED       RBNF
 EW4276  HISTORY     - 1975     GOOD             CA1980
 EW4276  HISTORY     - 1975     GOOD             CA1980
 EW4276  HISTORY     - 19940817 GOOD             NGS
 EW4276  HISTORY     - 20010511 GOOD             NGS
 EW4276  HISTORY     - 20050806 GOOD             USPSQD
 EW4276
 EW4276                          STATION DESCRIPTION
 EW4276
 EW4276'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4276'IN LOS ANGELES.
 EW4276'WIRE SPIKE IN SOUTH CURB OF VENTURA BLVD., 2.9 FEET EAST OF BOX CUL-
 EW4276'VERT CURB RETURN EAST OF LOUISE AVENUE.
 EW4276
 EW4276                          STATION RECOVERY (1975)
 EW4276
 EW4276'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4276'RECOVERED IN GOOD CONDITION.
 EW4276
 EW4276                          STATION RECOVERY (1994)
 EW4276
 EW4276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4276'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND LOUISE AVENUE,
 EW4276'A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 12.6 M (41.3 FT)
 EW4276'EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE AVENUE, 5.8 M (19.0
 EW4276'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 0.5 M
 EW4276'(1.6 FT) NORTH OF THE NORTHEAST CORNER OF A TRAFFIC SIGNAL CONTROL
 EW4276'BOX, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4276
 EW4276                          STATION RECOVERY (2001)
 EW4276
 EW4276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4276'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4276
 EW4276                          STATION RECOVERY (2005)
 EW4276
 EW4276'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4277 ***********************************************************************
 EW4277  DESIGNATION -  07 10020 C OF LA
 EW4277  PID         -  EW4277
 EW4277  STATE/COUNTY-  CA/LOS ANGELES
 EW4277  USGS QUAD   -  CANOGA PARK (1967)
 EW4277
 EW4277                         *CURRENT SURVEY CONTROL
 EW4277  ___________________________________________________________________
 EW4277* NAD 83(1986)-  34 09 38.     (N)    118 30 34.     (W)     SCALED    
 EW4277* NAVD 88     -       249.46   (+/-2cm)     818.4    (feet)  VERTCON   
 EW4277  ___________________________________________________________________
 EW4277  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4277  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4277
 EW4277.The horizontal coordinates were scaled from a topographic map and have
 EW4277.an estimated accuracy of +/- 6 seconds.
 EW4277
 EW4277.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4277.The vertical order pertains to the NGVD 29 superseded value.
 EW4277
 EW4277.The geoid height was determined by GEOID03.
 EW4277
 EW4277;                    North         East    Units  Estimated Accuracy
 EW4277;SPC CA 5     -   573,390.    1,953,030.      MT  (+/- 180 meters Scaled)
 EW4277
 EW4277                          SUPERSEDED SURVEY CONTROL
 EW4277
 EW4277  NGVD 29 (??/??/92)  248.676  (m)          815.86   (f) ADJ UNCH    1 2
 EW4277
 EW4277.Superseded values are not recommended for survey control.
 EW4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4277.See file dsdata.txt to determine how the superseded data were derived.
 EW4277
 EW4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT608809(NAD 83)
 EW4277_MARKER: DD = SURVEY DISK
 EW4277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4277+STABILITY: SURFACE MOTION
 EW4277
 EW4277  HISTORY     - Date     Condition        Report By
 EW4277  HISTORY     - UNK      MONUMENTED       CA1980
 EW4277  HISTORY     - 1968     GOOD             CA1980
 EW4277  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW4277
 EW4277                          STATION DESCRIPTION
 EW4277
 EW4277'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4277'AT LOS ANGELES.
 EW4277'STANDARD CITY DISC IN 8 INCH MONUMENT, 38.9 FEET SOUTH OF THE
 EW4277'CENTER LINE OF VENTURA BOULEVARD, 56.6 FEET WEST OF THE CENTER
 EW4277'LINE OF LOUISE AVENUE.
 EW4277
 EW4277                          STATION RECOVERY (2005)
 EW4277
 EW4277'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4278 ***********************************************************************
 EW4278  DESIGNATION -  07 10028
 EW4278  PID         -  EW4278
 EW4278  STATE/COUNTY-  CA/LOS ANGELES
 EW4278  USGS QUAD   -  CANOGA PARK (1967)
 EW4278
 EW4278                         *CURRENT SURVEY CONTROL
 EW4278  ___________________________________________________________________
 EW4278* NAD 83(1986)-  34 09 40.     (N)    118 30 49.     (W)     SCALED    
 EW4278* NAVD 88     -       250.454  (meters)     821.70   (feet)  ADJUSTED  
 EW4278  ___________________________________________________________________
 EW4278  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4278  DYNAMIC HT  -         250.190 (meters)     820.83  (feet)  COMP
 EW4278  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 EW4278
 EW4278  VERT ORDER  -  FIRST     CLASS I
 EW4278
 EW4278.The horizontal coordinates were scaled from a topographic map and have
 EW4278.an estimated accuracy of +/- 6 seconds.
 EW4278
 EW4278.The orthometric height was determined by differential leveling
 EW4278.and adjusted in June 1995.
 EW4278
 EW4278.The geoid height was determined by GEOID03.
 EW4278
 EW4278.The dynamic height is computed by dividing the NAVD 88
 EW4278.geopotential number by the normal gravity value computed on the
 EW4278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4278.degrees latitude (g = 980.6199 gals.).
 EW4278
 EW4278.The modeled gravity was interpolated from observed gravity values.
 EW4278
 EW4278;                    North         East    Units  Estimated Accuracy
 EW4278;SPC CA 5     -   573,460.    1,952,640.      MT  (+/- 180 meters Scaled)
 EW4278
 EW4278                          SUPERSEDED SURVEY CONTROL
 EW4278
 EW4278  NGVD 29 (??/??/92)  249.67   (m)          819.1    (f) COMPUTED    1 1
 EW4278
 EW4278.Superseded values are not recommended for survey control.
 EW4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4278.See file dsdata.txt to determine how the superseded data were derived.
 EW4278
 EW4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT604810(NAD 83)
 EW4278_MARKER: S = SPIKE
 EW4278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4278_SP_SET: CURB
 EW4278_MARK LOGO: NONE  
 EW4278_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4278+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW4278
 EW4278  HISTORY     - Date     Condition        Report By
 EW4278  HISTORY     - UNK      MONUMENTED       RBNF
 EW4278  HISTORY     - 1975     GOOD             CA1980
 EW4278  HISTORY     - 1975     GOOD             CA1980
 EW4278  HISTORY     - 19940817 GOOD             NGS
 EW4278  HISTORY     - 20010511 GOOD             NGS
 EW4278  HISTORY     - 20050806 GOOD             USPSQD
 EW4278
 EW4278                          STATION DESCRIPTION
 EW4278
 EW4278'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4278'IN LOS ANGELES.
 EW4278'WIRE SPIKE IN MORTH CURB OF VENTURA BLVD., 14 FEET EAST OF EAST
 EW4278'PROPERTY LINE OF ENCINO AVENUE.
 EW4278
 EW4278                          STATION RECOVERY (1975)
 EW4278
 EW4278'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4278'RECOVERED IN GOOD CONDITION.
 EW4278
 EW4278                          STATION RECOVERY (1994)
 EW4278
 EW4278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4278'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND ENCINO AVENUE,
 EW4278'A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 16.7 M (54.8 FT)
 EW4278'EAST OF THE CENTERLINE OF THE AVENUE, 11.3 M (37.1 FT) NORTH OF THE
 EW4278'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 2.8 M (9.2 FT) EAST OF
 EW4278'A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4278
 EW4278                          STATION RECOVERY (2001)
 EW4278
 EW4278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4278'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4278
 EW4278                          STATION RECOVERY (2005)
 EW4278
 EW4278'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4279 ***********************************************************************
 EW4279  DESIGNATION -  07 10032 C OF LA
 EW4279  PID         -  EW4279
 EW4279  STATE/COUNTY-  CA/LOS ANGELES
 EW4279  USGS QUAD   -  CANOGA PARK (1967)
 EW4279
 EW4279                         *CURRENT SURVEY CONTROL
 EW4279  ___________________________________________________________________
 EW4279* NAD 83(1986)-  34 09 41.     (N)    118 30 49.     (W)     SCALED    
 EW4279* NAVD 88     -       249.94   (+/-2cm)     820.0    (feet)  VERTCON   
 EW4279  ___________________________________________________________________
 EW4279  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4279  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4279
 EW4279.The horizontal coordinates were scaled from a topographic map and have
 EW4279.an estimated accuracy of +/- 6 seconds.
 EW4279
 EW4279.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4279.The vertical order pertains to the NGVD 29 superseded value.
 EW4279
 EW4279.The geoid height was determined by GEOID03.
 EW4279
 EW4279;                    North         East    Units  Estimated Accuracy
 EW4279;SPC CA 5     -   573,490.    1,952,640.      MT  (+/- 180 meters Scaled)
 EW4279
 EW4279                          SUPERSEDED SURVEY CONTROL
 EW4279
 EW4279  NGVD 29 (??/??/92)  249.148  (m)          817.41   (f) ADJ UNCH    1 2
 EW4279
 EW4279.Superseded values are not recommended for survey control.
 EW4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4279.See file dsdata.txt to determine how the superseded data were derived.
 EW4279
 EW4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT604810(NAD 83)
 EW4279_MARKER: Z = SEE DESCRIPTION
 EW4279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4279_SP_SET: CURB
 EW4279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4279
 EW4279  HISTORY     - Date     Condition        Report By
 EW4279  HISTORY     - UNK      MONUMENTED       CA1980
 EW4279  HISTORY     - 1968     GOOD             CA1980
 EW4279  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW4279
 EW4279                          STATION DESCRIPTION
 EW4279
 EW4279'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4279'AT LOS ANGELES.
 EW4279'SCREW IN LEAD, IN THE WEST CURB OF ENCINO AVENUE, AT THE
 EW4279'BEGINNING OF CURB RETURN NORTH OF VENTURA BOULEVARD.
 EW4279
 EW4279                          STATION RECOVERY (2005)
 EW4279
 EW4279'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4281 ***********************************************************************
 EW4281  DESIGNATION -  07 10034
 EW4281  PID         -  EW4281
 EW4281  STATE/COUNTY-  CA/LOS ANGELES
 EW4281  USGS QUAD   -  CANOGA PARK (1967)
 EW4281
 EW4281                         *CURRENT SURVEY CONTROL
 EW4281  ___________________________________________________________________
 EW4281* NAD 83(1986)-  34 09 43.     (N)    118 31 01.     (W)     SCALED    
 EW4281* NAVD 88     -       247.40   (+/-2cm)     811.7    (feet)  VERTCON   
 EW4281  ___________________________________________________________________
 EW4281  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4281  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4281
 EW4281.The horizontal coordinates were scaled from a topographic map and have
 EW4281.an estimated accuracy of +/- 6 seconds.
 EW4281
 EW4281.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4281.The vertical order pertains to the NGVD 29 superseded value.
 EW4281
 EW4281.The geoid height was determined by GEOID03.
 EW4281
 EW4281;                    North         East    Units  Estimated Accuracy
 EW4281;SPC CA 5     -   573,550.    1,952,330.      MT  (+/- 180 meters Scaled)
 EW4281
 EW4281                          SUPERSEDED SURVEY CONTROL
 EW4281
 EW4281  NGVD 29 (??/??/92)  246.61   (m)          809.1    (f) COMPUTED    1 1
 EW4281
 EW4281.Superseded values are not recommended for survey control.
 EW4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4281.See file dsdata.txt to determine how the superseded data were derived.
 EW4281
 EW4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT601811(NAD 83)
 EW4281_MARKER: DD = SURVEY DISK
 EW4281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4281_SP_SET: CATCH BASIN
 EW4281_STAMPING: 07-10034 1973
 EW4281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4281
 EW4281  HISTORY     - Date     Condition        Report By
 EW4281  HISTORY     - 1973     MONUMENTED       CA1980
 EW4281  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW4281
 EW4281                          STATION DESCRIPTION
 EW4281
 EW4281'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW4281'IN LOS ANGELES.
 EW4281'CITY OF L.A. SURVEY PRECISE BENCH MARK STAMPED 07-10034 1973, 4 FEET,
 EW4281'WEST OF WEST CURBLINE OF TEHOMA AVENUE, 66.3 FEET SOUTH OF BOX CULERT
 EW4281'CURB RETURN SOUTH OF VENTURA BLVD., IN SOUTH WEST CORNER OF CATCH
 EW4281'BASIN.
 EW4281
 EW4281                          STATION RECOVERY (1994)
 EW4281
 EW4281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4281'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4280 ***********************************************************************
 EW4280  DESIGNATION -  07 10035 C OF LA
 EW4280  PID         -  EW4280
 EW4280  STATE/COUNTY-  CA/LOS ANGELES
 EW4280  USGS QUAD   -  CANOGA PARK (1967)
 EW4280
 EW4280                         *CURRENT SURVEY CONTROL
 EW4280  ___________________________________________________________________
 EW4280* NAD 83(1986)-  34 09 42.     (N)    118 30 55.     (W)     SCALED    
 EW4280* NAVD 88     -       246.85   (+/-2cm)     809.9    (feet)  VERTCON   
 EW4280  ___________________________________________________________________
 EW4280  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4280  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4280
 EW4280.The horizontal coordinates were scaled from a topographic map and have
 EW4280.an estimated accuracy of +/- 6 seconds.
 EW4280
 EW4280.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4280.The vertical order pertains to the NGVD 29 superseded value.
 EW4280
 EW4280.The geoid height was determined by GEOID03.
 EW4280
 EW4280;                    North         East    Units  Estimated Accuracy
 EW4280;SPC CA 5     -   573,520.    1,952,490.      MT  (+/- 180 meters Scaled)
 EW4280
 EW4280                          SUPERSEDED SURVEY CONTROL
 EW4280
 EW4280  NGVD 29 (??/??/92)  246.059  (m)          807.28   (f) ADJ UNCH    1 2
 EW4280
 EW4280.Superseded values are not recommended for survey control.
 EW4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4280.See file dsdata.txt to determine how the superseded data were derived.
 EW4280
 EW4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT603811(NAD 83)
 EW4280_MARKER: S = SPIKE
 EW4280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4280_SP_SET: CURB
 EW4280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4280
 EW4280  HISTORY     - Date     Condition        Report By
 EW4280  HISTORY     - UNK      MONUMENTED       CA1980
 EW4280  HISTORY     - 1968     GOOD             CA1980
 EW4280  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW4280
 EW4280                          STATION DESCRIPTION
 EW4280
 EW4280'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4280'AT LOS ANGELES.
 EW4280'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 5 FEET WEST
 EW4280'OF THE BEGINNING OF CURB RETURN WEST OF TEXHOMA AVENUE.
 EW4280
 EW4280                          STATION RECOVERY (2005)
 EW4280
 EW4280'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4284 ***********************************************************************
 EW4284  DESIGNATION -  07 10045 C OF LA
 EW4284  PID         -  EW4284
 EW4284  STATE/COUNTY-  CA/LOS ANGELES
 EW4284  USGS QUAD   -  CANOGA PARK (1967)
 EW4284
 EW4284                         *CURRENT SURVEY CONTROL
 EW4284  ___________________________________________________________________
 EW4284* NAD 83(1986)-  34 09 49.     (N)    118 31 21.     (W)     SCALED    
 EW4284* NAVD 88     -       245.23   (+/-2cm)     804.6    (feet)  VERTCON   
 EW4284  ___________________________________________________________________
 EW4284  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4284  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4284
 EW4284.The horizontal coordinates were scaled from a topographic map and have
 EW4284.an estimated accuracy of +/- 6 seconds.
 EW4284
 EW4284.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4284.The vertical order pertains to the NGVD 29 superseded value.
 EW4284
 EW4284.The geoid height was determined by GEOID03.
 EW4284
 EW4284;                    North         East    Units  Estimated Accuracy
 EW4284;SPC CA 5     -   573,740.    1,951,820.      MT  (+/- 180 meters Scaled)
 EW4284
 EW4284                          SUPERSEDED SURVEY CONTROL
 EW4284
 EW4284  NGVD 29 (??/??/92)  244.445  (m)          801.98   (f) ADJ UNCH    1 2
 EW4284
 EW4284.Superseded values are not recommended for survey control.
 EW4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4284.See file dsdata.txt to determine how the superseded data were derived.
 EW4284
 EW4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT596813(NAD 83)
 EW4284_MARKER: S = SPIKE
 EW4284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4284_SP_SET: CURB
 EW4284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4284
 EW4284  HISTORY     - Date     Condition        Report By
 EW4284  HISTORY     - UNK      MONUMENTED       CA1980
 EW4284  HISTORY     - 1968     GOOD             CA1980
 EW4284  HISTORY     - 20050806 MARK NOT FOUND   USPSQD
 EW4284
 EW4284                          STATION DESCRIPTION
 EW4284
 EW4284'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4284'AT LOS ANGELES.
 EW4284'WIRE SPIKE IN THE WEST CURB OF ZELZAH AVENUE, 0.7 FEET SOUTH
 EW4284'OF THE BEGINNING OF CURB RETURN SOUTH OF VENTURA BOULEVARD.
 EW4284
 EW4284                          STATION RECOVERY (2005)
 EW4284
 EW4284'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4285 ***********************************************************************
 EW4285  DESIGNATION -  07 10047
 EW4285  PID         -  EW4285
 EW4285  STATE/COUNTY-  CA/LOS ANGELES
 EW4285  USGS QUAD   -  CANOGA PARK (1967)
 EW4285
 EW4285                         *CURRENT SURVEY CONTROL
 EW4285  ___________________________________________________________________
 EW4285* NAD 83(1986)-  34 09 49.     (N)    118 31 21.     (W)     SCALED    
 EW4285* NAVD 88     -       244.548  (meters)     802.32   (feet)  ADJUSTED  
 EW4285  ___________________________________________________________________
 EW4285  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4285  DYNAMIC HT  -         244.290 (meters)     801.47  (feet)  COMP
 EW4285  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 EW4285
 EW4285  VERT ORDER  -  FIRST     CLASS I
 EW4285
 EW4285.The horizontal coordinates were scaled from a topographic map and have
 EW4285.an estimated accuracy of +/- 6 seconds.
 EW4285
 EW4285.The orthometric height was determined by differential leveling
 EW4285.and adjusted in June 1995.
 EW4285
 EW4285.The geoid height was determined by GEOID03.
 EW4285
 EW4285.The dynamic height is computed by dividing the NAVD 88
 EW4285.geopotential number by the normal gravity value computed on the
 EW4285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4285.degrees latitude (g = 980.6199 gals.).
 EW4285
 EW4285.The modeled gravity was interpolated from observed gravity values.
 EW4285
 EW4285;                    North         East    Units  Estimated Accuracy
 EW4285;SPC CA 5     -   573,740.    1,951,820.      MT  (+/- 180 meters Scaled)
 EW4285
 EW4285                          SUPERSEDED SURVEY CONTROL
 EW4285
 EW4285  NGVD 29 (??/??/92)  243.76   (m)          799.7    (f) COMPUTED    1 1
 EW4285
 EW4285.Superseded values are not recommended for survey control.
 EW4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4285.See file dsdata.txt to determine how the superseded data were derived.
 EW4285
 EW4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT596813(NAD 83)
 EW4285_MARKER: S = SPIKE
 EW4285_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4285_SP_SET: CURB
 EW4285_MARK LOGO: NONE  
 EW4285_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4285+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW4285
 EW4285  HISTORY     - Date     Condition        Report By
 EW4285  HISTORY     - UNK      MONUMENTED       RBNF
 EW4285  HISTORY     - 1975     GOOD             CA1980
 EW4285  HISTORY     - 1975     GOOD             CA1980
 EW4285  HISTORY     - 19940817 GOOD             NGS
 EW4285  HISTORY     - 20010511 GOOD             NGS
 EW4285  HISTORY     - 20050806 GOOD             USPSQD
 EW4285
 EW4285                          STATION DESCRIPTION
 EW4285
 EW4285'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4285'IN LOS ANGELES.
 EW4285'WIRE SPIKE IN NORTH CURB OF VENTURA BLVD., 2 FEET WEST OF BOX CULVERT
 EW4285'CURB RETURN WEST OF ZELZAH AVENUE.
 EW4285
 EW4285                          STATION RECOVERY (1975)
 EW4285
 EW4285'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4285'RECOVERED IN GOOD CONDITION.
 EW4285
 EW4285                          STATION RECOVERY (1994)
 EW4285
 EW4285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4285'IN ENCINO, AT THE INTERSECTION OF VENTURA BOULEVARD AND ZELZAH AVENUE,
 EW4285'A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 17.6 M (57.7 FT)
 EW4285'WEST OF THE CENTERLINE OF THE AVENUE, 6.3 M (20.7 FT) NORTH OF THE
 EW4285'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 2.1 M (6.9 FT) WEST OF
 EW4285'A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW4285'BOULEVARD.
 EW4285
 EW4285                          STATION RECOVERY (2001)
 EW4285
 EW4285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4285'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4285
 EW4285                          STATION RECOVERY (2005)
 EW4285
 EW4285'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4285'BOX CULVERT MENTIONED IN 1975 STATION RECOVERY IS NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4289 ***********************************************************************
 EW4289  DESIGNATION -  07 10080
 EW4289  PID         -  EW4289
 EW4289  STATE/COUNTY-  CA/LOS ANGELES
 EW4289  USGS QUAD   -  CANOGA PARK (1967)
 EW4289
 EW4289                         *CURRENT SURVEY CONTROL
 EW4289  ___________________________________________________________________
 EW4289* NAD 83(1986)-  34 09 57.     (N)    118 31 43.     (W)     SCALED    
 EW4289* NAVD 88     -       248.509  (meters)     815.32   (feet)  ADJUSTED  
 EW4289  ___________________________________________________________________
 EW4289  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4289  DYNAMIC HT  -         248.247 (meters)     814.46  (feet)  COMP
 EW4289  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 EW4289
 EW4289  VERT ORDER  -  FIRST     CLASS I
 EW4289
 EW4289.The horizontal coordinates were scaled from a topographic map and have
 EW4289.an estimated accuracy of +/- 6 seconds.
 EW4289
 EW4289.The orthometric height was determined by differential leveling
 EW4289.and adjusted in June 1995.
 EW4289
 EW4289.The geoid height was determined by GEOID03.
 EW4289
 EW4289.The dynamic height is computed by dividing the NAVD 88
 EW4289.geopotential number by the normal gravity value computed on the
 EW4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4289.degrees latitude (g = 980.6199 gals.).
 EW4289
 EW4289.The modeled gravity was interpolated from observed gravity values.
 EW4289
 EW4289;                    North         East    Units  Estimated Accuracy
 EW4289;SPC CA 5     -   573,990.    1,951,260.      MT  (+/- 180 meters Scaled)
 EW4289
 EW4289                          SUPERSEDED SURVEY CONTROL
 EW4289
 EW4289  NGVD 29 (??/??/92)  247.707  (m)          812.69   (f) ADJ UNCH    1 1
 EW4289
 EW4289.Superseded values are not recommended for survey control.
 EW4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4289.See file dsdata.txt to determine how the superseded data were derived.
 EW4289
 EW4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT591815(NAD 83)
 EW4289_MARKER: S = SPIKE
 EW4289_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4289_SP_SET: CURB
 EW4289_MARK LOGO: NONE  
 EW4289_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4289+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW4289
 EW4289  HISTORY     - Date     Condition        Report By
 EW4289  HISTORY     - UNK      MONUMENTED       CA1980
 EW4289  HISTORY     - 1968     GOOD             CA1980
 EW4289  HISTORY     - 19940817 GOOD             NGS
 EW4289  HISTORY     - 20010511 GOOD             NGS
 EW4289  HISTORY     - 20050806 GOOD             USPSQD
 EW4289
 EW4289                          STATION DESCRIPTION
 EW4289
 EW4289'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4289'AT LOS ANGELES.
 EW4289'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET WEST
 EW4289'OF THE BEGINNING OF CURB RETURN WEST OF GARDEN GROVE AVENUE.
 EW4289
 EW4289                          STATION RECOVERY (1994)
 EW4289
 EW4289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4289'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND GARDEN GROVE
 EW4289'AVENUE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE BOULEVARD, 11.4
 EW4289'M (37.4 FT) WEST OF THE CENTER OF THE AVENUE, 5.2 M (17.1 FT)
 EW4289'SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 1.6 M
 EW4289'(5.2 FT) NORTHWEST OF A UTILITY LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE
 EW4289'THE LEVEL OF THE BOULEVARD.
 EW4289
 EW4289                          STATION RECOVERY (2001)
 EW4289
 EW4289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4289'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4289
 EW4289                          STATION RECOVERY (2005)
 EW4289
 EW4289'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4290 ***********************************************************************
 EW4290  DESIGNATION -  07 10110
 EW4290  PID         -  EW4290
 EW4290  STATE/COUNTY-  CA/LOS ANGELES
 EW4290  USGS QUAD   -  CANOGA PARK (1967)
 EW4290
 EW4290                         *CURRENT SURVEY CONTROL
 EW4290  ___________________________________________________________________
 EW4290* NAD 83(1986)-  34 10 00.     (N)    118 31 50.     (W)     SCALED    
 EW4290* NAVD 88     -       246.592  (meters)     809.03   (feet)  ADJUSTED  
 EW4290  ___________________________________________________________________
 EW4290  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4290  DYNAMIC HT  -         246.332 (meters)     808.17  (feet)  COMP
 EW4290  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 EW4290
 EW4290  VERT ORDER  -  FIRST     CLASS I
 EW4290
 EW4290.The horizontal coordinates were scaled from a topographic map and have
 EW4290.an estimated accuracy of +/- 6 seconds.
 EW4290
 EW4290.The orthometric height was determined by differential leveling
 EW4290.and adjusted in June 1995.
 EW4290
 EW4290.The geoid height was determined by GEOID03.
 EW4290
 EW4290.The dynamic height is computed by dividing the NAVD 88
 EW4290.geopotential number by the normal gravity value computed on the
 EW4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4290.degrees latitude (g = 980.6199 gals.).
 EW4290
 EW4290.The modeled gravity was interpolated from observed gravity values.
 EW4290
 EW4290;                    North         East    Units  Estimated Accuracy
 EW4290;SPC CA 5     -   574,080.    1,951,080.      MT  (+/- 180 meters Scaled)
 EW4290
 EW4290                          SUPERSEDED SURVEY CONTROL
 EW4290
 EW4290  NGVD 29 (??/??/92)  245.795  (m)          806.41   (f) ADJ UNCH    1 1
 EW4290
 EW4290.Superseded values are not recommended for survey control.
 EW4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4290.See file dsdata.txt to determine how the superseded data were derived.
 EW4290
 EW4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT589816(NAD 83)
 EW4290_MARKER: B = BOLT
 EW4290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4290_MARK LOGO: NONE  
 EW4290_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4290+STABILITY: SURFACE MOTION
 EW4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4290+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4290
 EW4290  HISTORY     - Date     Condition        Report By
 EW4290  HISTORY     - UNK      MONUMENTED       CA1980
 EW4290  HISTORY     - 1968     GOOD             CA1980
 EW4290  HISTORY     - 19940817 GOOD             NGS
 EW4290
 EW4290                          STATION DESCRIPTION
 EW4290
 EW4290'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4290'AT LOS ANGELES.
 EW4290'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4290'VENTURA BOULEVARD AND ETIWANDA AVENUE.
 EW4290
 EW4290                          STATION RECOVERY (1994)
 EW4290
 EW4290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4290'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND ETIWANDA
 EW4290'AVENUE, IN THE CENTER OF THE INTERSECTION, AND 0.6 M (2.0 FT) BELOW
 EW4290'THE LEVEL OF THE INTERSECTION.  NOTE--ACCESS TO THE MONUMENT IS
 EW4290'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4291 ***********************************************************************
 EW4291  DESIGNATION -  07 10130
 EW4291  PID         -  EW4291
 EW4291  STATE/COUNTY-  CA/LOS ANGELES
 EW4291  USGS QUAD   -  CANOGA PARK (1967)
 EW4291
 EW4291                         *CURRENT SURVEY CONTROL
 EW4291  ___________________________________________________________________
 EW4291* NAD 83(1986)-  34 10 01.     (N)    118 31 52.     (W)     SCALED    
 EW4291* NAVD 88     -       246.318  (meters)     808.13   (feet)  ADJUSTED  
 EW4291  ___________________________________________________________________
 EW4291  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4291  DYNAMIC HT  -         246.058 (meters)     807.28  (feet)  COMP
 EW4291  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 EW4291
 EW4291  VERT ORDER  -  FIRST     CLASS I
 EW4291
 EW4291.The horizontal coordinates were scaled from a topographic map and have
 EW4291.an estimated accuracy of +/- 6 seconds.
 EW4291
 EW4291.The orthometric height was determined by differential leveling
 EW4291.and adjusted in June 1995.
 EW4291
 EW4291.The geoid height was determined by GEOID03.
 EW4291
 EW4291.The dynamic height is computed by dividing the NAVD 88
 EW4291.geopotential number by the normal gravity value computed on the
 EW4291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4291.degrees latitude (g = 980.6199 gals.).
 EW4291
 EW4291.The modeled gravity was interpolated from observed gravity values.
 EW4291
 EW4291;                    North         East    Units  Estimated Accuracy
 EW4291;SPC CA 5     -   574,110.    1,951,030.      MT  (+/- 180 meters Scaled)
 EW4291
 EW4291                          SUPERSEDED SURVEY CONTROL
 EW4291
 EW4291  NGVD 29 (??/??/92)  245.532  (m)          805.55   (f) ADJ UNCH    1 1
 EW4291
 EW4291.Superseded values are not recommended for survey control.
 EW4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4291.See file dsdata.txt to determine how the superseded data were derived.
 EW4291
 EW4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT588817(NAD 83)
 EW4291_MARKER: S = SPIKE
 EW4291_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4291_SP_SET: CURB
 EW4291_MARK LOGO: NONE  
 EW4291_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4291+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4291
 EW4291  HISTORY     - Date     Condition        Report By
 EW4291  HISTORY     - UNK      MONUMENTED       CA1980
 EW4291  HISTORY     - 1968     GOOD             CA1980
 EW4291  HISTORY     - 19940817 GOOD             NGS
 EW4291  HISTORY     - 20010511 GOOD             NGS
 EW4291
 EW4291                          STATION DESCRIPTION
 EW4291
 EW4291'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4291'AT LOS ANGELES.
 EW4291'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2.5 FEET
 EW4291'EAST OF THE BEGINNING OF CURB RETURN EAST OF AVENIDA ORIENTE.
 EW4291
 EW4291                          STATION RECOVERY (1994)
 EW4291
 EW4291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4291'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND AVENIDA
 EW4291'ORIENTE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE BOULEVARD, 16.5
 EW4291'M (54.1 FT) EAST OF THE CENTER OF THE AVENIDA ORIENTE, 5.0 M (16.4 FT)
 EW4291'SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 0.2 M
 EW4291'(0.7 FT) NORTHEAST OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE
 EW4291'THE LEVEL OF THE BOULEVARD.
 EW4291
 EW4291                          STATION RECOVERY (2001)
 EW4291
 EW4291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4291'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4292 ***********************************************************************
 EW4292  DESIGNATION -  07 10150
 EW4292  PID         -  EW4292
 EW4292  STATE/COUNTY-  CA/LOS ANGELES
 EW4292  USGS QUAD   -  CANOGA PARK (1967)
 EW4292
 EW4292                         *CURRENT SURVEY CONTROL
 EW4292  ___________________________________________________________________
 EW4292* NAD 83(1986)-  34 10 03.     (N)    118 31 59.     (W)     SCALED    
 EW4292* NAVD 88     -       242.688  (meters)     796.22   (feet)  ADJUSTED  
 EW4292  ___________________________________________________________________
 EW4292  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4292  DYNAMIC HT  -         242.432 (meters)     795.38  (feet)  COMP
 EW4292  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 EW4292
 EW4292  VERT ORDER  -  FIRST     CLASS I
 EW4292
 EW4292.The horizontal coordinates were scaled from a topographic map and have
 EW4292.an estimated accuracy of +/- 6 seconds.
 EW4292
 EW4292.The orthometric height was determined by differential leveling
 EW4292.and adjusted in June 1995.
 EW4292
 EW4292.The geoid height was determined by GEOID03.
 EW4292
 EW4292.The dynamic height is computed by dividing the NAVD 88
 EW4292.geopotential number by the normal gravity value computed on the
 EW4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4292.degrees latitude (g = 980.6199 gals.).
 EW4292
 EW4292.The modeled gravity was interpolated from observed gravity values.
 EW4292
 EW4292;                    North         East    Units  Estimated Accuracy
 EW4292;SPC CA 5     -   574,170.    1,950,850.      MT  (+/- 180 meters Scaled)
 EW4292
 EW4292                          SUPERSEDED SURVEY CONTROL
 EW4292
 EW4292  NGVD 29 (??/??/92)  241.902  (m)          793.64   (f) ADJ UNCH    1 1
 EW4292
 EW4292.Superseded values are not recommended for survey control.
 EW4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4292.See file dsdata.txt to determine how the superseded data were derived.
 EW4292
 EW4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT586817(NAD 83)
 EW4292_MARKER: B = BOLT
 EW4292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4292_MARK LOGO: NONE  
 EW4292_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4292+STABILITY: SURFACE MOTION
 EW4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4292+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4292
 EW4292  HISTORY     - Date     Condition        Report By
 EW4292  HISTORY     - UNK      MONUMENTED       CA1980
 EW4292  HISTORY     - 1968     GOOD             CA1980
 EW4292  HISTORY     - 19940817 GOOD             NGS
 EW4292
 EW4292                          STATION DESCRIPTION
 EW4292
 EW4292'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4292'AT LOS ANGELES.
 EW4292'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW4292'VENTURA BOULEVARD AND AVENIDA HACIENDA.
 EW4292
 EW4292                          STATION RECOVERY (1994)
 EW4292
 EW4292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4292'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND AVENIDA
 EW4292'HACIENDA, IN THE CENTER OF THE INTERSECTION, AND 0.6 M (2.0 FT) BELOW
 EW4292'THE LEVEL OF THE INTERSECTION.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4292'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4294 ***********************************************************************
 EW4294  DESIGNATION -  07 10160
 EW4294  PID         -  EW4294
 EW4294  STATE/COUNTY-  CA/LOS ANGELES
 EW4294  USGS QUAD   -  CANOGA PARK (1967)
 EW4294
 EW4294                         *CURRENT SURVEY CONTROL
 EW4294  ___________________________________________________________________
 EW4294* NAD 83(1986)-  34 10 10.     (N)    118 32 15.     (W)     SCALED    
 EW4294* NAVD 88     -       240.87   (+/-2cm)     790.3    (feet)  VERTCON   
 EW4294  ___________________________________________________________________
 EW4294  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4294  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4294
 EW4294.The horizontal coordinates were scaled from a topographic map and have
 EW4294.an estimated accuracy of +/- 6 seconds.
 EW4294
 EW4294.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4294.The vertical order pertains to the NGVD 29 superseded value.
 EW4294
 EW4294.The geoid height was determined by GEOID03.
 EW4294
 EW4294;                    North         East    Units  Estimated Accuracy
 EW4294;SPC CA 5     -   574,390.    1,950,440.      MT  (+/- 180 meters Scaled)
 EW4294
 EW4294                          SUPERSEDED SURVEY CONTROL
 EW4294
 EW4294  NGVD 29 (??/??/92)  240.080  (m)          787.66   (f) ADJ UNCH    1 1
 EW4294
 EW4294.Superseded values are not recommended for survey control.
 EW4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4294.See file dsdata.txt to determine how the superseded data were derived.
 EW4294
 EW4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT582820(NAD 83)
 EW4294_MARKER: S = SPIKE
 EW4294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4294_SP_SET: CURB
 EW4294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4294
 EW4294  HISTORY     - Date     Condition        Report By
 EW4294  HISTORY     - UNK      MONUMENTED       CA1980
 EW4294  HISTORY     - 1968     GOOD             CA1980
 EW4294  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW4294
 EW4294                          STATION DESCRIPTION
 EW4294
 EW4294'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4294'AT LOS ANGELES.
 EW4294'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, ON THE
 EW4294'CENTER LINE PROLONGATION OF MECCA AVENUE.
 EW4294
 EW4294                          STATION RECOVERY (1994)
 EW4294
 EW4294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4294'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4295 ***********************************************************************
 EW4295  DESIGNATION -  07 10171
 EW4295  PID         -  EW4295
 EW4295  STATE/COUNTY-  CA/LOS ANGELES
 EW4295  USGS QUAD   -  CANOGA PARK (1967)
 EW4295
 EW4295                         *CURRENT SURVEY CONTROL
 EW4295  ___________________________________________________________________
 EW4295* NAD 83(1986)-  34 10 15.     (N)    118 32 25.     (W)     SCALED    
 EW4295* NAVD 88     -       242.611  (meters)     795.97   (feet)  ADJUSTED  
 EW4295  ___________________________________________________________________
 EW4295  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4295  DYNAMIC HT  -         242.353 (meters)     795.12  (feet)  COMP
 EW4295  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 EW4295
 EW4295  VERT ORDER  -  FIRST     CLASS I
 EW4295
 EW4295.The horizontal coordinates were scaled from a topographic map and have
 EW4295.an estimated accuracy of +/- 6 seconds.
 EW4295
 EW4295.The orthometric height was determined by differential leveling
 EW4295.and adjusted in June 1995.
 EW4295
 EW4295.The geoid height was determined by GEOID03.
 EW4295
 EW4295.The dynamic height is computed by dividing the NAVD 88
 EW4295.geopotential number by the normal gravity value computed on the
 EW4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4295.degrees latitude (g = 980.6199 gals.).
 EW4295
 EW4295.The modeled gravity was interpolated from observed gravity values.
 EW4295
 EW4295;                    North         East    Units  Estimated Accuracy
 EW4295;SPC CA 5     -   574,550.    1,950,190.      MT  (+/- 180 meters Scaled)
 EW4295
 EW4295                          SUPERSEDED SURVEY CONTROL
 EW4295
 EW4295  NGVD 29 (??/??/92)  241.815  (m)          793.35   (f) ADJ UNCH    1 1
 EW4295
 EW4295.Superseded values are not recommended for survey control.
 EW4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4295.See file dsdata.txt to determine how the superseded data were derived.
 EW4295
 EW4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT580821(NAD 83)
 EW4295_MARKER: S = SPIKE
 EW4295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4295_SP_SET: CURB
 EW4295_MARK LOGO: NONE  
 EW4295_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4295+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4295
 EW4295  HISTORY     - Date     Condition        Report By
 EW4295  HISTORY     - UNK      MONUMENTED       CA1980
 EW4295  HISTORY     - 1968     GOOD             CA1980
 EW4295  HISTORY     - 19940817 GOOD             NGS
 EW4295  HISTORY     - 20010511 GOOD             NGS
 EW4295
 EW4295                          STATION DESCRIPTION
 EW4295
 EW4295'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4295'AT LOS ANGELES.
 EW4295'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 10 FEET
 EW4295'EAST OF THE BEGINNING OF CURB RETURN EAST OF YOLANDA AVENUE
 EW4295'FROM THE NORTH.
 EW4295
 EW4295                          STATION RECOVERY (1994)
 EW4295
 EW4295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4295'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND YOLANDA
 EW4295'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 12.9 M
 EW4295'(42.3 FT) EAST OF THE CENTER OF THE AVENUE, 6.9 M (22.6 FT) NORTHEAST
 EW4295'OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, AND 0.2 M (0.7
 EW4295'FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4295
 EW4295                          STATION RECOVERY (2001)
 EW4295
 EW4295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4295'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4296 ***********************************************************************
 EW4296  DESIGNATION -  07 10180
 EW4296  PID         -  EW4296
 EW4296  STATE/COUNTY-  CA/LOS ANGELES
 EW4296  USGS QUAD   -  CANOGA PARK (1967)
 EW4296
 EW4296                         *CURRENT SURVEY CONTROL
 EW4296  ___________________________________________________________________
 EW4296* NAD 83(1986)-  34 10 17.     (N)    118 32 34.     (W)     SCALED    
 EW4296* NAVD 88     -       243.423  (meters)     798.63   (feet)  ADJUSTED  
 EW4296  ___________________________________________________________________
 EW4296  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4296  DYNAMIC HT  -         243.165 (meters)     797.78  (feet)  COMP
 EW4296  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 EW4296
 EW4296  VERT ORDER  -  FIRST     CLASS I
 EW4296
 EW4296.The horizontal coordinates were scaled from a topographic map and have
 EW4296.an estimated accuracy of +/- 6 seconds.
 EW4296
 EW4296.The orthometric height was determined by differential leveling
 EW4296.and adjusted in June 1995.
 EW4296
 EW4296.The geoid height was determined by GEOID03.
 EW4296
 EW4296.The dynamic height is computed by dividing the NAVD 88
 EW4296.geopotential number by the normal gravity value computed on the
 EW4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4296.degrees latitude (g = 980.6199 gals.).
 EW4296
 EW4296.The modeled gravity was interpolated from observed gravity values.
 EW4296
 EW4296;                    North         East    Units  Estimated Accuracy
 EW4296;SPC CA 5     -   574,610.    1,949,960.      MT  (+/- 180 meters Scaled)
 EW4296
 EW4296                          SUPERSEDED SURVEY CONTROL
 EW4296
 EW4296  NGVD 29 (??/??/92)  242.640  (m)          796.06   (f) ADJ UNCH    1 1
 EW4296
 EW4296.Superseded values are not recommended for survey control.
 EW4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4296.See file dsdata.txt to determine how the superseded data were derived.
 EW4296
 EW4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT578822(NAD 83)
 EW4296_MARKER: S = SPIKE
 EW4296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4296_SP_SET: CURB
 EW4296_MARK LOGO: NONE  
 EW4296_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4296+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4296
 EW4296  HISTORY     - Date     Condition        Report By
 EW4296  HISTORY     - UNK      MONUMENTED       CA1980
 EW4296  HISTORY     - 1968     GOOD             CA1980
 EW4296  HISTORY     - 19940817 GOOD             NGS
 EW4296  HISTORY     - 20010511 GOOD             NGS
 EW4296
 EW4296                          STATION DESCRIPTION
 EW4296
 EW4296'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4296'AT LOS ANGELES.
 EW4296'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 2.2 FEET
 EW4296'EAST OF THE BEGINNING OF CURB RETURN EAST OF BURBANK BOULEVARD.
 EW4296
 EW4296                          STATION RECOVERY (1994)
 EW4296
 EW4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4296'IN TARZANA, AT THE INTERSECTION OF VENTURA AND BURBANK BOULEVARD, A
 EW4296'SPIKE IN THE NORTHEAST CONCRETE CURB OF VENTURA BOULEVARD, 18.8 M
 EW4296'(61.7 FT) SOUTHEAST OF THE CENTERLINE OF BURBANK BOULEVARD, 7.1 M
 EW4296'(23.3 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 EW4296'VENTURA BOULEVARD, 0.7 M (2.3 FT) SOUTHEAST OF A SIGNAL LIGHT POLE,
 EW4296'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF VENTURA BOULEVARD.
 EW4296
 EW4296                          STATION RECOVERY (2001)
 EW4296
 EW4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4296'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4297 ***********************************************************************
 EW4297  DESIGNATION -  07 10190
 EW4297  PID         -  EW4297
 EW4297  STATE/COUNTY-  CA/LOS ANGELES
 EW4297  USGS QUAD   -  CANOGA PARK (1967)
 EW4297
 EW4297                         *CURRENT SURVEY CONTROL
 EW4297  ___________________________________________________________________
 EW4297* NAD 83(1986)-  34 10 19.     (N)    118 32 40.     (W)     SCALED    
 EW4297* NAVD 88     -       243.171  (meters)     797.80   (feet)  ADJUSTED  
 EW4297  ___________________________________________________________________
 EW4297  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4297  DYNAMIC HT  -         242.913 (meters)     796.96  (feet)  COMP
 EW4297  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 EW4297
 EW4297  VERT ORDER  -  FIRST     CLASS I
 EW4297
 EW4297.The horizontal coordinates were scaled from a topographic map and have
 EW4297.an estimated accuracy of +/- 6 seconds.
 EW4297
 EW4297.The orthometric height was determined by differential leveling
 EW4297.and adjusted in June 1995.
 EW4297
 EW4297.The geoid height was determined by GEOID03.
 EW4297
 EW4297.The dynamic height is computed by dividing the NAVD 88
 EW4297.geopotential number by the normal gravity value computed on the
 EW4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4297.degrees latitude (g = 980.6199 gals.).
 EW4297
 EW4297.The modeled gravity was interpolated from observed gravity values.
 EW4297
 EW4297;                    North         East    Units  Estimated Accuracy
 EW4297;SPC CA 5     -   574,670.    1,949,810.      MT  (+/- 180 meters Scaled)
 EW4297
 EW4297                          SUPERSEDED SURVEY CONTROL
 EW4297
 EW4297  NGVD 29 (??/??/92)  242.372  (m)          795.18   (f) ADJ UNCH    1 1
 EW4297
 EW4297.Superseded values are not recommended for survey control.
 EW4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4297.See file dsdata.txt to determine how the superseded data were derived.
 EW4297
 EW4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT576822(NAD 83)
 EW4297_MARKER: S = SPIKE
 EW4297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4297_SP_SET: CURB
 EW4297_MARK LOGO: NONE  
 EW4297_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4297+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 EW4297
 EW4297  HISTORY     - Date     Condition        Report By
 EW4297  HISTORY     - UNK      MONUMENTED       CA1980
 EW4297  HISTORY     - 1968     GOOD             CA1980
 EW4297  HISTORY     - 19940817 GOOD             NGS
 EW4297  HISTORY     - 20010511 GOOD             NGS
 EW4297  HISTORY     - 20050626 GOOD             USPSQD
 EW4297
 EW4297                          STATION DESCRIPTION
 EW4297
 EW4297'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4297'AT LOS ANGELES.
 EW4297'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 10 FEET
 EW4297'WEST OF THE BEGINNING OF CURB RETURN WEST OF WILBUR AVENUE.
 EW4297
 EW4297                          STATION RECOVERY (1994)
 EW4297
 EW4297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4297'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND WILBUR
 EW4297'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 14.8 M
 EW4297'(48.6 FT) WEST OF THE CENTERLINE OF THE AVENUE, 6.0 M (19.7 FT) SOUTH
 EW4297'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 4.0 M (13.1
 EW4297'FT) WEST OF A SIGNAL LIGHT POLE, 0.4 M (1.3 FT) NORTH OF A WATER
 EW4297'VALVE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4297
 EW4297                          STATION RECOVERY (2001)
 EW4297
 EW4297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4297'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4297
 EW4297                          STATION RECOVERY (2005)
 EW4297
 EW4297'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4299 ***********************************************************************
 EW4299  DESIGNATION -  07 10229
 EW4299  PID         -  EW4299
 EW4299  STATE/COUNTY-  CA/LOS ANGELES
 EW4299  USGS QUAD   -  CANOGA PARK (1967)
 EW4299
 EW4299                         *CURRENT SURVEY CONTROL
 EW4299  ___________________________________________________________________
 EW4299* NAD 83(1986)-  34 10 21.     (N)    118 33 01.     (W)     SCALED    
 EW4299* NAVD 88     -       242.639  (meters)     796.06   (feet)  ADJUSTED  
 EW4299  ___________________________________________________________________
 EW4299  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4299  DYNAMIC HT  -         242.382 (meters)     795.21  (feet)  COMP
 EW4299  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 EW4299
 EW4299  VERT ORDER  -  FIRST     CLASS I
 EW4299
 EW4299.The horizontal coordinates were scaled from a topographic map and have
 EW4299.an estimated accuracy of +/- 6 seconds.
 EW4299
 EW4299.The orthometric height was determined by differential leveling
 EW4299.and adjusted in June 1995.
 EW4299
 EW4299.The geoid height was determined by GEOID03.
 EW4299
 EW4299.The dynamic height is computed by dividing the NAVD 88
 EW4299.geopotential number by the normal gravity value computed on the
 EW4299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4299.degrees latitude (g = 980.6199 gals.).
 EW4299
 EW4299.The modeled gravity was interpolated from observed gravity values.
 EW4299
 EW4299;                    North         East    Units  Estimated Accuracy
 EW4299;SPC CA 5     -   574,740.    1,949,270.      MT  (+/- 180 meters Scaled)
 EW4299
 EW4299                          SUPERSEDED SURVEY CONTROL
 EW4299
 EW4299  NGVD 29 (??/??/92)  241.846  (m)          793.46   (f) ADJ UNCH    1 1
 EW4299
 EW4299.Superseded values are not recommended for survey control.
 EW4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4299.See file dsdata.txt to determine how the superseded data were derived.
 EW4299
 EW4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT571823(NAD 83)
 EW4299_MARKER: S = SPIKE
 EW4299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4299_SP_SET: CURB
 EW4299_MARK LOGO: NONE  
 EW4299_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4299+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005
 EW4299
 EW4299  HISTORY     - Date     Condition        Report By
 EW4299  HISTORY     - UNK      MONUMENTED       CA1980
 EW4299  HISTORY     - 1968     GOOD             CA1980
 EW4299  HISTORY     - 19940817 GOOD             NGS
 EW4299  HISTORY     - 20010511 GOOD             NGS
 EW4299  HISTORY     - 20050626 GOOD             USPSQD
 EW4299
 EW4299                          STATION DESCRIPTION
 EW4299
 EW4299'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4299'AT LOS ANGELES.
 EW4299'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 5 FEET EAST
 EW4299'OF THE BEGINNING OF CURB RETURN TO FREEWAY ENTRANCE OPPOSITE
 EW4299'VANALDEN AVENUE.
 EW4299
 EW4299                          STATION RECOVERY (1994)
 EW4299
 EW4299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4299'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND VANALDEN
 EW4299'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 15.9 M
 EW4299'(52.2 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, 6.3 M (20.7 FT)
 EW4299'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 2.1 M
 EW4299'(6.9 FT) EAST OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 EW4299'LEVEL OF THE BOULEVARD.
 EW4299
 EW4299                          STATION RECOVERY (2001)
 EW4299
 EW4299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4299'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4299
 EW4299                          STATION RECOVERY (2005)
 EW4299
 EW4299'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4300 ***********************************************************************
 EW4300  DESIGNATION -  07 10243
 EW4300  PID         -  EW4300
 EW4300  STATE/COUNTY-  CA/LOS ANGELES
 EW4300  USGS QUAD   -  CANOGA PARK (1967)
 EW4300
 EW4300                         *CURRENT SURVEY CONTROL
 EW4300  ___________________________________________________________________
 EW4300* NAD 83(1986)-  34 10 23.     (N)    118 33 08.     (W)     SCALED    
 EW4300* NAVD 88     -       240.772  (meters)     789.93   (feet)  ADJUSTED  
 EW4300  ___________________________________________________________________
 EW4300  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4300  DYNAMIC HT  -         240.516 (meters)     789.09  (feet)  COMP
 EW4300  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 EW4300
 EW4300  VERT ORDER  -  FIRST     CLASS I
 EW4300
 EW4300.The horizontal coordinates were scaled from a topographic map and have
 EW4300.an estimated accuracy of +/- 6 seconds.
 EW4300
 EW4300.The orthometric height was determined by differential leveling
 EW4300.and adjusted in June 1995.
 EW4300
 EW4300.The geoid height was determined by GEOID03.
 EW4300
 EW4300.The dynamic height is computed by dividing the NAVD 88
 EW4300.geopotential number by the normal gravity value computed on the
 EW4300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4300.degrees latitude (g = 980.6199 gals.).
 EW4300
 EW4300.The modeled gravity was interpolated from observed gravity values.
 EW4300
 EW4300;                    North         East    Units  Estimated Accuracy
 EW4300;SPC CA 5     -   574,800.    1,949,090.      MT  (+/- 180 meters Scaled)
 EW4300
 EW4300                          SUPERSEDED SURVEY CONTROL
 EW4300
 EW4300  NGVD 29 (??/??/92)  239.969  (m)          787.30   (f) ADJ UNCH    1 1
 EW4300
 EW4300.Superseded values are not recommended for survey control.
 EW4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4300.See file dsdata.txt to determine how the superseded data were derived.
 EW4300
 EW4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT569824(NAD 83)
 EW4300_MARKER: S = SPIKE
 EW4300_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4300_SP_SET: CURB
 EW4300_MARK LOGO: NONE  
 EW4300_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4300+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4300
 EW4300  HISTORY     - Date     Condition        Report By
 EW4300  HISTORY     - UNK      MONUMENTED       CA1980
 EW4300  HISTORY     - 1968     GOOD             CA1980
 EW4300  HISTORY     - 19940817 GOOD             NGS
 EW4300  HISTORY     - 20010511 GOOD             NGS
 EW4300  HISTORY     - 20050626 GOOD             USPSQD
 EW4300
 EW4300                          STATION DESCRIPTION
 EW4300
 EW4300'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4300'AT LOS ANGELES.
 EW4300'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET WEST
 EW4300'OF THE BEGINNING OF CURB RETURN WEST OF SYLVIA AVENUE.
 EW4300
 EW4300                          STATION RECOVERY (1994)
 EW4300
 EW4300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4300'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND SYLVIA
 EW4300'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 14.3 M
 EW4300'(46.9 FT) WEST OF THE CENTER OF THE AVENUE, 5.9 M (19.4 FT) SOUTH OF
 EW4300'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, AND 0.2 M (0.7
 EW4300'FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4300
 EW4300                          STATION RECOVERY (2001)
 EW4300
 EW4300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4300'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4300
 EW4300                          STATION RECOVERY (2005)
 EW4300
 EW4300'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4302 ***********************************************************************
 EW4302  DESIGNATION -  07 10270
 EW4302  PID         -  EW4302
 EW4302  STATE/COUNTY-  CA/LOS ANGELES
 EW4302  USGS QUAD   -  CANOGA PARK (1967)
 EW4302
 EW4302                         *CURRENT SURVEY CONTROL
 EW4302  ___________________________________________________________________
 EW4302* NAD 83(1986)-  34 10 23.     (N)    118 33 21.     (W)     SCALED    
 EW4302* NAVD 88     -       241.978  (meters)     793.89   (feet)  ADJUSTED  
 EW4302  ___________________________________________________________________
 EW4302  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4302  DYNAMIC HT  -         241.721 (meters)     793.05  (feet)  COMP
 EW4302  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 EW4302
 EW4302  VERT ORDER  -  FIRST     CLASS I
 EW4302
 EW4302.The horizontal coordinates were scaled from a topographic map and have
 EW4302.an estimated accuracy of +/- 6 seconds.
 EW4302
 EW4302.The orthometric height was determined by differential leveling
 EW4302.and adjusted in June 1995.
 EW4302
 EW4302.The geoid height was determined by GEOID03.
 EW4302
 EW4302.The dynamic height is computed by dividing the NAVD 88
 EW4302.geopotential number by the normal gravity value computed on the
 EW4302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4302.degrees latitude (g = 980.6199 gals.).
 EW4302
 EW4302.The modeled gravity was interpolated from observed gravity values.
 EW4302
 EW4302;                    North         East    Units  Estimated Accuracy
 EW4302;SPC CA 5     -   574,800.    1,948,760.      MT  (+/- 180 meters Scaled)
 EW4302
 EW4302                          SUPERSEDED SURVEY CONTROL
 EW4302
 EW4302  NGVD 29 (??/??/92)  241.188  (m)          791.30   (f) ADJ UNCH    1 1
 EW4302
 EW4302.Superseded values are not recommended for survey control.
 EW4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4302.See file dsdata.txt to determine how the superseded data were derived.
 EW4302
 EW4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT566824(NAD 83)
 EW4302_MARKER: DB = BENCH MARK DISK
 EW4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4302_MARK LOGO: CA1980
 EW4302_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4302+STABILITY: SURFACE MOTION
 EW4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4302+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4302
 EW4302  HISTORY     - Date     Condition        Report By
 EW4302  HISTORY     - UNK      MONUMENTED       CA1980
 EW4302  HISTORY     - 1968     GOOD             CA1980
 EW4302  HISTORY     - 19940817 GOOD             NGS
 EW4302  HISTORY     - 20010511 GOOD             NGS
 EW4302  HISTORY     - 20050626 GOOD             USPSQD
 EW4302
 EW4302                          STATION DESCRIPTION
 EW4302
 EW4302'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4302'AT LOS ANGELES.
 EW4302'STANDARD CITY DISC IN 8 INCH MONUMENT, 2 FEET WEST OF THE
 EW4302'WEST CURB LINE OF TAMPA AVENUE, 18.5 FEET SOUTH OF THE SOUTH
 EW4302'CURB LINE OF REDWING STREET FROM THE EAST.  (ONE BLOCK SOUTH
 EW4302'OF VENTURA BOULEVARD)
 EW4302
 EW4302                          STATION RECOVERY (1994)
 EW4302
 EW4302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4302'IN TARZANA, AT THE INTERSECTION OF TAMPA AVENUE AND REDWING STREET,
 EW4302'11.2 M (36.7 FT) SOUTH OF THE CENTER OF THE STREET, 6.2 M (20.3 FT)
 EW4302'WEST OF THE CENTER OF THE AVENUE, 0.7 M (2.3 FT) NORTH OF THE CENTER
 EW4302'OF A WATER METER BOX, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE,
 EW4302'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EW4302
 EW4302                          STATION RECOVERY (2001)
 EW4302
 EW4302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4302'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4302
 EW4302                          STATION RECOVERY (2005)
 EW4302
 EW4302'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4305 ***********************************************************************
 EW4305  DESIGNATION -  07 10311
 EW4305  PID         -  EW4305
 EW4305  STATE/COUNTY-  CA/LOS ANGELES
 EW4305  USGS QUAD   -  CANOGA PARK (1967)
 EW4305
 EW4305                         *CURRENT SURVEY CONTROL
 EW4305  ___________________________________________________________________
 EW4305* NAD 83(1986)-  34 10 20.     (N)    118 33 44.     (W)     SCALED    
 EW4305* NAVD 88     -       254.469  (meters)     834.87   (feet)  ADJUSTED  
 EW4305  ___________________________________________________________________
 EW4305  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4305  DYNAMIC HT  -         254.198 (meters)     833.98  (feet)  COMP
 EW4305  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 EW4305
 EW4305  VERT ORDER  -  FIRST     CLASS I
 EW4305
 EW4305.The horizontal coordinates were scaled from a topographic map and have
 EW4305.an estimated accuracy of +/- 6 seconds.
 EW4305
 EW4305.The orthometric height was determined by differential leveling
 EW4305.and adjusted in June 1995.
 EW4305
 EW4305.The geoid height was determined by GEOID03.
 EW4305
 EW4305.The dynamic height is computed by dividing the NAVD 88
 EW4305.geopotential number by the normal gravity value computed on the
 EW4305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4305.degrees latitude (g = 980.6199 gals.).
 EW4305
 EW4305.The modeled gravity was interpolated from observed gravity values.
 EW4305
 EW4305;                    North         East    Units  Estimated Accuracy
 EW4305;SPC CA 5     -   574,710.    1,948,170.      MT  (+/- 180 meters Scaled)
 EW4305
 EW4305                          SUPERSEDED SURVEY CONTROL
 EW4305
 EW4305  NGVD 29 (??/??/92)  253.699  (m)          832.34   (f) ADJ UNCH    1 1
 EW4305
 EW4305.Superseded values are not recommended for survey control.
 EW4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4305.See file dsdata.txt to determine how the superseded data were derived.
 EW4305
 EW4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT560823(NAD 83)
 EW4305_MARKER: S = SPIKE
 EW4305_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4305_SP_SET: CURB
 EW4305_MARK LOGO: NONE  
 EW4305_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4305+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 EW4305
 EW4305  HISTORY     - Date     Condition        Report By
 EW4305  HISTORY     - UNK      MONUMENTED       CA1980
 EW4305  HISTORY     - 1968     GOOD             CA1980
 EW4305  HISTORY     - 19940817 GOOD             NGS
 EW4305  HISTORY     - 20010511 GOOD             NGS
 EW4305  HISTORY     - 20050626 GOOD             USPSQD
 EW4305  HISTORY     - 20050720 GOOD             CA1980
 EW4305
 EW4305                          STATION DESCRIPTION
 EW4305
 EW4305'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4305'AT LOS ANGELES.
 EW4305'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 3 FEET
 EW4305'WEST OF THE BEGINNING OF CURB RETURN WEST OF CORBIN AVENUE.
 EW4305
 EW4305                          STATION RECOVERY (1994)
 EW4305
 EW4305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4305'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND CORBIN
 EW4305'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 13.1 M
 EW4305'(43.0 FT) WEST OF THE CENTERLINE OF THE AVENUE, 5.3 M (17.4 FT) SOUTH
 EW4305'OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 1.7 M (5.6 FT)
 EW4305'WEST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW4305'BOULEVARD.
 EW4305
 EW4305                          STATION RECOVERY (2001)
 EW4305
 EW4305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4305'SUBMITTED BY DAN MAC NEIL, PLS CITY OF LOS ANGELES.
 EW4305
 EW4305                          STATION RECOVERY (2005)
 EW4305
 EW4305'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4305'RECOVERED IN GOOD CONDITION.
 EW4305
 EW4305                          STATION RECOVERY (2005)
 EW4305
 EW4305'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2005 (RH)
 EW4305'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4306 ***********************************************************************
 EW4306  DESIGNATION -  07 10330
 EW4306  PID         -  EW4306
 EW4306  STATE/COUNTY-  CA/LOS ANGELES
 EW4306  USGS QUAD   -  CANOGA PARK (1967)
 EW4306
 EW4306                         *CURRENT SURVEY CONTROL
 EW4306  ___________________________________________________________________
 EW4306* NAD 83(1986)-  34 10 21.     (N)    118 33 56.     (W)     SCALED    
 EW4306* NAVD 88     -       256.24   (+/-2cm)     840.7    (feet)  VERTCON   
 EW4306  ___________________________________________________________________
 EW4306  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4306  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4306
 EW4306.The horizontal coordinates were scaled from a topographic map and have
 EW4306.an estimated accuracy of +/- 6 seconds.
 EW4306
 EW4306.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4306.The vertical order pertains to the NGVD 29 superseded value.
 EW4306
 EW4306.The geoid height was determined by GEOID03.
 EW4306
 EW4306;                    North         East    Units  Estimated Accuracy
 EW4306;SPC CA 5     -   574,740.    1,947,860.      MT  (+/- 180 meters Scaled)
 EW4306
 EW4306                          SUPERSEDED SURVEY CONTROL
 EW4306
 EW4306  NGVD 29 (??/??/92)  255.454  (m)          838.10   (f) ADJ UNCH    1 1
 EW4306
 EW4306.Superseded values are not recommended for survey control.
 EW4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4306.See file dsdata.txt to determine how the superseded data were derived.
 EW4306
 EW4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT557823(NAD 83)
 EW4306_MARKER: S = SPIKE
 EW4306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4306_SP_SET: CURB
 EW4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4306
 EW4306  HISTORY     - Date     Condition        Report By
 EW4306  HISTORY     - UNK      MONUMENTED       CA1980
 EW4306  HISTORY     - 1968     GOOD             CA1980
 EW4306  HISTORY     - 19940817 MARK NOT FOUND   NGS
 EW4306
 EW4306                          STATION DESCRIPTION
 EW4306
 EW4306'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4306'AT LOS ANGELES.
 EW4306'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 5 FEET
 EW4306'EAST OF THE BEGINNING OF CURB RETURN EAST OF OAKDALE AVENUE.
 EW4306
 EW4306                          STATION RECOVERY (1994)
 EW4306
 EW4306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4306'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4308 ***********************************************************************
 EW4308  DESIGNATION -  07 10370
 EW4308  PID         -  EW4308
 EW4308  STATE/COUNTY-  CA/LOS ANGELES
 EW4308  USGS QUAD   -  CANOGA PARK (1967)
 EW4308
 EW4308                         *CURRENT SURVEY CONTROL
 EW4308  ___________________________________________________________________
 EW4308* NAD 83(1986)-  34 10 19.     (N)    118 34 07.     (W)     SCALED    
 EW4308* NAVD 88     -       253.442  (meters)     831.50   (feet)  ADJUSTED  
 EW4308  ___________________________________________________________________
 EW4308  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4308  DYNAMIC HT  -         253.172 (meters)     830.62  (feet)  COMP
 EW4308  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 EW4308
 EW4308  VERT ORDER  -  FIRST     CLASS I
 EW4308
 EW4308.The horizontal coordinates were scaled from a topographic map and have
 EW4308.an estimated accuracy of +/- 6 seconds.
 EW4308
 EW4308.The orthometric height was determined by differential leveling
 EW4308.and adjusted in June 1995.
 EW4308
 EW4308.The geoid height was determined by GEOID03.
 EW4308
 EW4308.The dynamic height is computed by dividing the NAVD 88
 EW4308.geopotential number by the normal gravity value computed on the
 EW4308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4308.degrees latitude (g = 980.6199 gals.).
 EW4308
 EW4308.The modeled gravity was interpolated from observed gravity values.
 EW4308
 EW4308;                    North         East    Units  Estimated Accuracy
 EW4308;SPC CA 5     -   574,680.    1,947,580.      MT  (+/- 180 meters Scaled)
 EW4308
 EW4308                          SUPERSEDED SURVEY CONTROL
 EW4308
 EW4308  NGVD 29 (??/??/92)  252.667  (m)          828.96   (f) ADJ UNCH    1 1
 EW4308
 EW4308.Superseded values are not recommended for survey control.
 EW4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4308.See file dsdata.txt to determine how the superseded data were derived.
 EW4308
 EW4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT554823(NAD 83)
 EW4308_MARKER: S = SPIKE
 EW4308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4308_SP_SET: CURB
 EW4308_MARK LOGO: NONE  
 EW4308_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4308+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4308
 EW4308  HISTORY     - Date     Condition        Report By
 EW4308  HISTORY     - UNK      MONUMENTED       CA1980
 EW4308  HISTORY     - 1968     GOOD             CA1980
 EW4308  HISTORY     - 19940817 GOOD             NGS
 EW4308  HISTORY     - 20010511 MARK NOT FOUND   NGS
 EW4308
 EW4308                          STATION DESCRIPTION
 EW4308
 EW4308'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4308'AT LOS ANGELES.
 EW4308'WIRE SPIKE IN THE WEST CURB OF PENFIELD AVENUE FROM THE NORTH,
 EW4308'10 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF VENTURA
 EW4308'BOULEVARD.
 EW4308
 EW4308                          STATION RECOVERY (1994)
 EW4308
 EW4308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4308'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW4308'PENFIELD AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE, 13.7
 EW4308'M (44.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 EW4308'BOULEVARD, 5.5 M (18.0 FT) WEST OF THE CENTER OF THE AVENUE, AND 0.2 M
 EW4308'(0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
 EW4308
 EW4308                          STATION RECOVERY (2001)
 EW4308
 EW4308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4308'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4310 ***********************************************************************
 EW4310  DESIGNATION -  07 10385
 EW4310  PID         -  EW4310
 EW4310  STATE/COUNTY-  CA/LOS ANGELES
 EW4310  USGS QUAD   -  CANOGA PARK (1967)
 EW4310
 EW4310                         *CURRENT SURVEY CONTROL
 EW4310  ___________________________________________________________________
 EW4310* NAD 83(1986)-  34 10 12.     (N)    118 34 30.     (W)     SCALED    
 EW4310* NAVD 88     -       271.714  (meters)     891.45   (feet)  ADJUSTED  
 EW4310  ___________________________________________________________________
 EW4310  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4310  DYNAMIC HT  -         271.424 (meters)     890.50  (feet)  COMP
 EW4310  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 EW4310
 EW4310  VERT ORDER  -  FIRST     CLASS I
 EW4310
 EW4310.The horizontal coordinates were scaled from a topographic map and have
 EW4310.an estimated accuracy of +/- 6 seconds.
 EW4310
 EW4310.The orthometric height was determined by differential leveling
 EW4310.and adjusted in June 1995.
 EW4310
 EW4310.The geoid height was determined by GEOID03.
 EW4310
 EW4310.The dynamic height is computed by dividing the NAVD 88
 EW4310.geopotential number by the normal gravity value computed on the
 EW4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4310.degrees latitude (g = 980.6199 gals.).
 EW4310
 EW4310.The modeled gravity was interpolated from observed gravity values.
 EW4310
 EW4310;                    North         East    Units  Estimated Accuracy
 EW4310;SPC CA 5     -   574,470.    1,946,990.      MT  (+/- 180 meters Scaled)
 EW4310
 EW4310                          SUPERSEDED SURVEY CONTROL
 EW4310
 EW4310  NGVD 29 (??/??/92)  270.940  (m)          888.91   (f) ADJ UNCH    1 1
 EW4310
 EW4310.Superseded values are not recommended for survey control.
 EW4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4310.See file dsdata.txt to determine how the superseded data were derived.
 EW4310
 EW4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT548821(NAD 83)
 EW4310_MARKER: S = SPIKE
 EW4310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4310_SP_SET: CURB
 EW4310_MARK LOGO: NONE  
 EW4310_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4310+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 EW4310
 EW4310  HISTORY     - Date     Condition        Report By
 EW4310  HISTORY     - UNK      MONUMENTED       CA1980
 EW4310  HISTORY     - 1968     GOOD             CA1980
 EW4310  HISTORY     - 19940817 GOOD             NGS
 EW4310  HISTORY     - 20010511 GOOD             NGS
 EW4310  HISTORY     - 20050720 GOOD             CA1980
 EW4310
 EW4310                          STATION DESCRIPTION
 EW4310
 EW4310'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4310'AT LOS ANGELES.
 EW4310'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 10 FEET
 EW4310'EAST OF THE BEGINNING OF CURB RETURN EAST OF DEL MORENO DRIVE.
 EW4310
 EW4310                          STATION RECOVERY (1994)
 EW4310
 EW4310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4310'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND DEL
 EW4310'MORENO DRIVE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD,
 EW4310'16.7 M (54.8 FT) EAST OF THE CENTERLINE OF THE DRIVE, 10.0 M (32.8 FT)
 EW4310'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 2.4 M
 EW4310'(7.9 FT) NORTHEAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE
 EW4310'THE LEVEL OF THE BOULEVARD.
 EW4310
 EW4310                          STATION RECOVERY (2001)
 EW4310
 EW4310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4310'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
 EW4310
 EW4310                          STATION RECOVERY (2005)
 EW4310
 EW4310'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2005 (RH)
 EW4310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4311 ***********************************************************************
 EW4311  DESIGNATION -  07 10390 C OF LA
 EW4311  PID         -  EW4311
 EW4311  STATE/COUNTY-  CA/LOS ANGELES
 EW4311  USGS QUAD   -  CANOGA PARK (1967)
 EW4311
 EW4311                         *CURRENT SURVEY CONTROL
 EW4311  ___________________________________________________________________
 EW4311* NAD 83(1986)-  34 10 10.     (N)    118 34 35.     (W)     SCALED    
 EW4311* NAVD 88     -       281.72   (+/-2cm)     924.3    (feet)  VERTCON   
 EW4311  ___________________________________________________________________
 EW4311  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4311  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4311
 EW4311.The horizontal coordinates were scaled from a topographic map and have
 EW4311.an estimated accuracy of +/- 6 seconds.
 EW4311
 EW4311.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4311.The vertical order pertains to the NGVD 29 superseded value.
 EW4311
 EW4311.The geoid height was determined by GEOID03.
 EW4311
 EW4311;                    North         East    Units  Estimated Accuracy
 EW4311;SPC CA 5     -   574,410.    1,946,860.      MT  (+/- 180 meters Scaled)
 EW4311
 EW4311                          SUPERSEDED SURVEY CONTROL
 EW4311
 EW4311  NGVD 29 (??/??/92)  280.934  (m)          921.70   (f) ADJ UNCH    1 2
 EW4311
 EW4311.Superseded values are not recommended for survey control.
 EW4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4311.See file dsdata.txt to determine how the superseded data were derived.
 EW4311
 EW4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT547820(NAD 83)
 EW4311_MARKER: Z = SEE DESCRIPTION
 EW4311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4311_SP_SET: CURB
 EW4311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4311
 EW4311  HISTORY     - Date     Condition        Report By
 EW4311  HISTORY     - UNK      MONUMENTED       CA1980
 EW4311  HISTORY     - 1968     GOOD             CA1980
 EW4311
 EW4311                          STATION DESCRIPTION
 EW4311
 EW4311'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4311'AT LOS ANGELES.
 EW4311'LEAD AND TACK ON THE CENTER LINE OF VENTURA BOULEVARD, IN
 EW4311'CENTER OF SMALL CURB RETURN AT EAST END OF TRAFFIC ISLAND, ABOUT
 EW4311'400 FEET WEST OF DEL MORENO DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4313 ***********************************************************************
 EW4313  DESIGNATION -  07 10420
 EW4313  PID         -  EW4313
 EW4313  STATE/COUNTY-  CA/LOS ANGELES
 EW4313  USGS QUAD   -  CANOGA PARK (1967)
 EW4313
 EW4313                         *CURRENT SURVEY CONTROL
 EW4313  ___________________________________________________________________
 EW4313* NAD 83(1986)-  34 10 05.     (N)    118 34 51.     (W)     SCALED    
 EW4313* NAVD 88     -       289.383  (meters)     949.42   (feet)  ADJUSTED  
 EW4313  ___________________________________________________________________
 EW4313  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4313  DYNAMIC HT  -         289.075 (meters)     948.41  (feet)  COMP
 EW4313  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 EW4313
 EW4313  VERT ORDER  -  FIRST     CLASS I
 EW4313
 EW4313.The horizontal coordinates were scaled from a topographic map and have
 EW4313.an estimated accuracy of +/- 6 seconds.
 EW4313
 EW4313.The orthometric height was determined by differential leveling
 EW4313.and adjusted in June 1995.
 EW4313
 EW4313.The geoid height was determined by GEOID03.
 EW4313
 EW4313.The dynamic height is computed by dividing the NAVD 88
 EW4313.geopotential number by the normal gravity value computed on the
 EW4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4313.degrees latitude (g = 980.6199 gals.).
 EW4313
 EW4313.The modeled gravity was interpolated from observed gravity values.
 EW4313
 EW4313;                    North         East    Units  Estimated Accuracy
 EW4313;SPC CA 5     -   574,260.    1,946,450.      MT  (+/- 180 meters Scaled)
 EW4313
 EW4313                          SUPERSEDED SURVEY CONTROL
 EW4313
 EW4313  NGVD 29 (??/??/92)  288.59   (m)          946.8    (f) COMPUTED    1 1
 EW4313
 EW4313.Superseded values are not recommended for survey control.
 EW4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4313.See file dsdata.txt to determine how the superseded data were derived.
 EW4313
 EW4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT542819(NAD 83)
 EW4313_MARKER: S = SPIKE
 EW4313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4313_SP_SET: CURB
 EW4313_MARK LOGO: NONE  
 EW4313_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4313+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 EW4313
 EW4313  HISTORY     - Date     Condition        Report By
 EW4313  HISTORY     - UNK      MONUMENTED       RBNF
 EW4313  HISTORY     - 1975     GOOD             CA1980
 EW4313  HISTORY     - 1975     GOOD             CA1980
 EW4313  HISTORY     - 19940817 GOOD             NGS
 EW4313  HISTORY     - 20010511 GOOD             NGS
 EW4313
 EW4313                          STATION DESCRIPTION
 EW4313
 EW4313'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4313'IN LOS ANGELES.
 EW4313'WIRE SPIKE IN SOUTH CURB OF VENTURA BLVD., 3.6 FEET WEST OF CONCRETE
 EW4313'APRON OF EASTERLY DRIVEWAY TO VALLEY MUSIC THEATRE AT NO20600, 0.62
 EW4313'MILE WESTERLY FROM WINNETKA AVENUE.
 EW4313
 EW4313                          STATION RECOVERY (1975)
 EW4313
 EW4313'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW4313'RECOVERED IN GOOD CONDITION.
 EW4313
 EW4313                          STATION RECOVERY (1994)
 EW4313
 EW4313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4313'IN WOODLAND HILLS, AT THE INTERSECTION OF VENTURA BOULEVARD AND CHALK
 EW4313'HILL ROAD, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 94.8 M
 EW4313'(311.0 FT) WEST OF THE CENTER OF THE ROAD, 11.0 M (36.1 FT) WEST OF
 EW4313'THE CENTER OF THE EAST DRIVEWAY TO THE JEHOVAHS WITNESS ASSEMBLY HALL
 EW4313'AT 20600 VENTURA BOULEVARD, 8.1 M (26.6 FT) SOUTH OF THE CENTER OF THE
 EW4313'EASTBOUND LANES OF THE BOULEVARD, 2.1 M (6.9 FT) EAST OF A FIRE
 EW4313'HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW4313
 EW4313                          STATION RECOVERY (2001)
 EW4313
 EW4313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW4313'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1691 ***********************************************************************
 AE1691  DESIGNATION -  07 14582
 AE1691  PID         -  AE1691
 AE1691  STATE/COUNTY-  CA/LOS ANGELES
 AE1691  USGS QUAD   -  VAN NUYS (1972)
 AE1691
 AE1691                         *CURRENT SURVEY CONTROL
 AE1691  ___________________________________________________________________
 AE1691* NAD 83(1986)-  34 13 13.     (N)    118 29 58.     (W)     SCALED    
 AE1691* NAVD 88     -       246.213  (meters)     807.78   (feet)  ADJUSTED  
 AE1691  ___________________________________________________________________
 AE1691  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AE1691  DYNAMIC HT  -         245.946 (meters)     806.91  (feet)  COMP
 AE1691  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 AE1691
 AE1691  VERT ORDER  -  FIRST     CLASS II
 AE1691
 AE1691.The horizontal coordinates were scaled from a topographic map and have
 AE1691.an estimated accuracy of +/- 6 seconds.
 AE1691
 AE1691.The orthometric height was determined by differential leveling
 AE1691.and adjusted in October 1997.
 AE1691
 AE1691.The geoid height was determined by GEOID03.
 AE1691
 AE1691.The dynamic height is computed by dividing the NAVD 88
 AE1691.geopotential number by the normal gravity value computed on the
 AE1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1691.degrees latitude (g = 980.6199 gals.).
 AE1691
 AE1691.The modeled gravity was interpolated from observed gravity values.
 AE1691
 AE1691;                    North         East    Units  Estimated Accuracy
 AE1691;SPC CA 5     -   580,010.    1,953,980.      MT  (+/- 180 meters Scaled)
 AE1691
 AE1691                          SUPERSEDED SURVEY CONTROL
 AE1691
 AE1691.No superseded survey control is available for this station.
 AE1691
 AE1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT618875(NAD 83)
 AE1691_MARKER: DD = SURVEY DISK
 AE1691_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE1691_SP_SET: BRIDGE SIDEWALK
 AE1691_STAMPING: CITY OF L.A. CITY ENGINEERING PBM 1994
 AE1691_MARK LOGO: CA1980
 AE1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1691+STABILITY: SURFACE MOTION
 AE1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1691+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 AE1691
 AE1691  HISTORY     - Date     Condition        Report By
 AE1691  HISTORY     - 1994     MONUMENTED       CA1980
 AE1691  HISTORY     - 19951129 GOOD             MWDSC
 AE1691
 AE1691                          STATION DESCRIPTION
 AE1691
 AE1691'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1691'NORTHRIDGE, CA.  1200 FEET (365.8 M) EAST ALONG ROSCOE BLVD FROM THE
 AE1691'INTERSECTION WITH BALBOA BLVD TO BULL CREEK FLOOD CONTROL CHANNEL
 AE1691'CROSSING ROSCOE, AT THE SOUTHEAST CORNER OF BRIDGE ON SIDEWALK,47 FEET
 AE1691'SOUTH OF ROSCOE AND 34.5 FEET (10.5 M) WESTERLY OF POWER POLE
 AE1691'1003285M.  FOUND 1-1/2 INCH CITY OF LA BRASS DISK STAMPED PBM 1994 SET
 AE1691'IN CONCRETE WALK OVER FLOOD CONTROL CHANNEL.  REF MWD FB 4034 01 031
 AE1691'AND TB MAP LACO 531/D2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0780 ***********************************************************************
 DY0780  DESIGNATION -  073 02110 LACFCD
 DY0780  PID         -  DY0780
 DY0780  STATE/COUNTY-  CA/LOS ANGELES
 DY0780  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0780
 DY0780                         *CURRENT SURVEY CONTROL
 DY0780  ___________________________________________________________________
 DY0780* NAD 83(1986)-  33 48 37.     (N)    118 05 32.     (W)     SCALED    
 DY0780* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 DY0780  ___________________________________________________________________
 DY0780  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY0780  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0780
 DY0780.The horizontal coordinates were scaled from a topographic map and have
 DY0780.an estimated accuracy of +/- 6 seconds.
 DY0780
 DY0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0780.The vertical order pertains to the NGVD 29 superseded value.
 DY0780
 DY0780.The geoid height was determined by GEOID03.
 DY0780
 DY0780;                    North         East    Units  Estimated Accuracy
 DY0780;SPC CA 5     -   534,420.    1,991,460.      MT  (+/- 180 meters Scaled)
 DY0780
 DY0780                          SUPERSEDED SURVEY CONTROL
 DY0780
 DY0780  NGVD 29 (??/??/92)    7.42   (m)           24.3    (f) COMPUTED    1 1
 DY0780
 DY0780.Superseded values are not recommended for survey control.
 DY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0780.See file dsdata.txt to determine how the superseded data were derived.
 DY0780
 DY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT989416(NAD 83)
 DY0780_MARKER: DD = SURVEY DISK
 DY0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0780_SP_SET: CONCRETE PAD
 DY0780_STAMPING: 073-0210 1963
 DY0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0780
 DY0780  HISTORY     - Date     Condition        Report By
 DY0780  HISTORY     - 1963     MONUMENTED       CA-037
 DY0780  HISTORY     - 1968     GOOD             CA-037
 DY0780  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY0780
 DY0780                          STATION DESCRIPTION
 DY0780
 DY0780'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0780'3.7 MI E FROM LONG BEACH MUN AP.
 DY0780'3.7 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET AND
 DY0780'SAN GABRIEL RIVER, ON THE WEST SIDE OF THE RIVER AND SOUTH SIDE
 DY0780'OF SPRING STREET.  SET IN THE CONCRETE PAD AT THE FRONT ENTRANCE
 DY0780'TO THE PUMPING STATION OFFICE.
 DY0780
 DY0780                          STATION RECOVERY (1978)
 DY0780
 DY0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0781 ***********************************************************************
 DY0781  DESIGNATION -  073 02120 LACFCD
 DY0781  PID         -  DY0781
 DY0781  STATE/COUNTY-  CA/LOS ANGELES
 DY0781  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0781
 DY0781                         *CURRENT SURVEY CONTROL
 DY0781  ___________________________________________________________________
 DY0781* NAD 83(1986)-  33 48 37.     (N)    118 05 31.     (W)     SCALED    
 DY0781* NAVD 88     -        10.60   (+/-2cm)      34.8    (feet)  VERTCON   
 DY0781  ___________________________________________________________________
 DY0781  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DY0781  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0781
 DY0781.The horizontal coordinates were scaled from a topographic map and have
 DY0781.an estimated accuracy of +/- 6 seconds.
 DY0781
 DY0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0781.The vertical order pertains to the NGVD 29 superseded value.
 DY0781
 DY0781.The geoid height was determined by GEOID03.
 DY0781
 DY0781;                    North         East    Units  Estimated Accuracy
 DY0781;SPC CA 5     -   534,420.    1,991,490.      MT  (+/- 180 meters Scaled)
 DY0781
 DY0781                          SUPERSEDED SURVEY CONTROL
 DY0781
 DY0781  NGVD 29 (??/??/92)    9.86   (m)           32.3    (f) COMPUTED    1 1
 DY0781
 DY0781.Superseded values are not recommended for survey control.
 DY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0781.See file dsdata.txt to determine how the superseded data were derived.
 DY0781
 DY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT989416(NAD 83)
 DY0781_MARKER: DD = SURVEY DISK
 DY0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0781_SP_SET: OUTLET BOX
 DY0781_STAMPING: 073-02120 1963
 DY0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0781
 DY0781  HISTORY     - Date     Condition        Report By
 DY0781  HISTORY     - 1963     MONUMENTED       CA-037
 DY0781  HISTORY     - 1968     GOOD             CA-037
 DY0781  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY0781
 DY0781                          STATION DESCRIPTION
 DY0781
 DY0781'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0781'3.7 MI E FROM LONG BEACH MUN AP.
 DY0781'3.7 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET
 DY0781'AND SAN GABRIEL RIVER, ON THE WEST SIDE OF THE RIVER ABOUT 242
 DY0781'FEET SOUTH OF THE CENTERLINE OF SPRING STREET.  SET IN THE
 DY0781'NORTH EDGE OF THE TOP OF THE OUTLET BOX FROM THE PUMPING
 DY0781'STATION.
 DY0781
 DY0781                          STATION RECOVERY (1978)
 DY0781
 DY0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2539 ***********************************************************************
 DY2539  DESIGNATION -  073 02202
 DY2539  PID         -  DY2539
 DY2539  STATE/COUNTY-  CA/LOS ANGELES
 DY2539  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2539
 DY2539                         *CURRENT SURVEY CONTROL
 DY2539  ___________________________________________________________________
 DY2539* NAD 83(1986)-  33 48 36.     (N)    118 05 27.     (W)     SCALED    
 DY2539* NAVD 88     -        12.675  (meters)      41.58   (feet)  ADJUSTED  
 DY2539  ___________________________________________________________________
 DY2539  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DY2539  DYNAMIC HT  -          12.662 (meters)      41.54  (feet)  COMP
 DY2539  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DY2539  OBS GRAVITY -     979,572.1   (mgal)                       GRAV_OBS
 DY2539
 DY2539  VERT ORDER  -  FIRST     CLASS I
 DY2539
 DY2539.The horizontal coordinates were scaled from a topographic map and have
 DY2539.an estimated accuracy of +/- 6 seconds.
 DY2539
 DY2539.The orthometric height was determined by differential leveling
 DY2539.and adjusted in June 1995.
 DY2539
 DY2539.The geoid height was determined by GEOID03.
 DY2539
 DY2539.The dynamic height is computed by dividing the NAVD 88
 DY2539.geopotential number by the normal gravity value computed on the
 DY2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2539.degrees latitude (g = 980.6199 gals.).
 DY2539
 DY2539.The modeled gravity was interpolated from observed gravity values.
 DY2539.The observed gravity was obtained from relative gravimeter ties
 DY2539.to the IGSN71 gravity network.
 DY2539
 DY2539;                    North         East    Units  Estimated Accuracy
 DY2539;SPC CA 5     -   534,390.    1,991,590.      MT  (+/- 180 meters Scaled)
 DY2539
 DY2539                          SUPERSEDED SURVEY CONTROL
 DY2539
 DY2539  NAVD 88 (06/15/91)   12.666  (m)           41.55   (f) UNKNOWN     1 1
 DY2539  NGVD 29 (??/??/92)   11.926  (m)           39.13   (f) ADJ UNCH    1 1
 DY2539
 DY2539.Superseded values are not recommended for survey control.
 DY2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2539.See file dsdata.txt to determine how the superseded data were derived.
 DY2539
 DY2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT990416(NAD 83)
 DY2539_MARKER: DD = SURVEY DISK
 DY2539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY2539_SP_SET: BRIDGE ABUTMENT
 DY2539_STAMPING: BM 073-02202 1973
 DY2539_MARK LOGO: CA-037
 DY2539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY2539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2539+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 DY2539
 DY2539  HISTORY     - Date     Condition        Report By
 DY2539  HISTORY     - 1973     MONUMENTED       CA-037
 DY2539  HISTORY     - 1978     GOOD             NGS
 DY2539  HISTORY     - 19890417 GOOD             NGS
 DY2539  HISTORY     - 19940728 GOOD             NGS
 DY2539  HISTORY     - 19940817 GOOD             CA-059
 DY2539
 DY2539                          STATION DESCRIPTION
 DY2539
 DY2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2539'3.7 MI EAST FROM LONG BEACH.
 DY2539'3.7 MILES EAST ALONG SPRING STREET, IN THE SOUTHWEST CORNER OF THE
 DY2539'SAN GABRIEL RIVER BRIDGE B960, IN TOP THE SOUTH END OF THE WEST
 DY2539'CONCRETE ABUTMENT, 2.0 FT. SOUTH THE SOUTH CURB OF SPRING STREET.
 DY2539
 DY2539                          STATION RECOVERY (1989)
 DY2539
 DY2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2539'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM
 DY2539'(0.50 MI) EASTERLY ALONG SPRING STREET FROM THE JUNCTION OF
 DY2539'STUDEBAKER ROAD IN LONG BEACH, IN TOP OF AND 2.0 M (6.6 FT) NORTH OF
 DY2539'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER B 960
 DY2539'SPANNING THE SAN GABRIEL RIVER, 7.7 M (25.3 FT) SOUTH OF THE
 DY2539'CENTERLINE OF THE EASTBOUND LANES OF THE STREET, AND 0.3 M (1.0 FT)
 DY2539'ABOVE THE LEVEL OF THE STREET.
 DY2539
 DY2539                          STATION RECOVERY (1994)
 DY2539
 DY2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2539'0.9 KM (0.55 MI) WESTERLY ALONG SPRING STREET FROM THE INTERSECTION 0F
 DY2539'SAN GABRIEL RIVER FREEWAY IN LONG BEACH, IN THE WEST CONCRETE ABUTMENT
 DY2539'OF THE STREET BRIDGE SPANNING THE SAN GABRIEL RIVER, 6.1 M (20.0 FT)
 DY2539'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE STREET, 2.0 M (6.6
 DY2539'FT) NORTH OF THE SOUTH END OF THE ABUTMENT, AND 0.3 M (1.0 FT) ABOVE
 DY2539'THE LEVEL OF THE STREET.
 DY2539
 DY2539                          STATION RECOVERY (1994)
 DY2539
 DY2539'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY2539'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY2539'BY NATIONAL GEODETIC SURVEY 1989 EXCEPT FOR THE FOLLOWING CHANGES. IN
 DY2539'THE TOP OF AND 2.0 M (6.6 FT) NORTH OF THE SOUTH END OF THE WEST
 DY2539'CONCRETE ABUTMENT OF BRIDGE B 960 SPANNING THE SAN GABRIEL RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2147 ***********************************************************************
 EW2147  DESIGNATION -  08 00010
 EW2147  PID         -  EW2147
 EW2147  STATE/COUNTY-  CA/LOS ANGELES
 EW2147  USGS QUAD   -  BURBANK (1994)
 EW2147
 EW2147                         *CURRENT SURVEY CONTROL
 EW2147  ___________________________________________________________________
 EW2147* NAD 83(1986)-  34 08 00.     (N)    118 21 32.     (W)     SCALED    
 EW2147* NAVD 88     -       189.70   (+/-2cm)     622.4    (feet)  VERTCON   
 EW2147  ___________________________________________________________________
 EW2147  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2147  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2147
 EW2147.The horizontal coordinates were scaled from a topographic map and have
 EW2147.an estimated accuracy of +/- 6 seconds.
 EW2147
 EW2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2147.The vertical order pertains to the NGVD 29 superseded value.
 EW2147
 EW2147.The geoid height was determined by GEOID03.
 EW2147
 EW2147;                    North         East    Units  Estimated Accuracy
 EW2147;SPC CA 5     -   570,310.    1,966,900.      MT  (+/- 180 meters Scaled)
 EW2147
 EW2147                          SUPERSEDED SURVEY CONTROL
 EW2147
 EW2147  NGVD 29 (??/??/92)  188.906  (m)          619.77   (f) ADJ UNCH    1 1
 EW2147
 EW2147.Superseded values are not recommended for survey control.
 EW2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2147.See file dsdata.txt to determine how the superseded data were derived.
 EW2147
 EW2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT747777(NAD 83)
 EW2147_MARKER: S = SPIKE
 EW2147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2147_SP_SET: CURB
 EW2147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2147
 EW2147  HISTORY     - Date     Condition        Report By
 EW2147  HISTORY     - UNK      MONUMENTED       CA1980
 EW2147  HISTORY     - 1968     GOOD             CA1980
 EW2147  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2147
 EW2147                          STATION DESCRIPTION
 EW2147
 EW2147'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2147'AT LOS ANGELES.
 EW2147'CUT SPIKE IN TOP OF THE SOUTH CURB OF CAHUENGA BOULEVARD, 17.5
 EW2147'FEET EAST OF THE EAST CURB LINE OF FREDONIA DRIVE, EAST END OF
 EW2147'CATCH BASIN.
 EW2147
 EW2147                          STATION RECOVERY (1994)
 EW2147
 EW2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2147'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2141 ***********************************************************************
 EW2141  DESIGNATION -  08 00020
 EW2141  PID         -  EW2141
 EW2141  STATE/COUNTY-  CA/LOS ANGELES
 EW2141  USGS QUAD   -  BURBANK (1994)
 EW2141
 EW2141                         *CURRENT SURVEY CONTROL
 EW2141  ___________________________________________________________________
 EW2141* NAD 83(1986)-  34 08 05.     (N)    118 21 38.     (W)     SCALED    
 EW2141* NAVD 88     -       185.723  (meters)     609.33   (feet)  ADJUSTED  
 EW2141  ___________________________________________________________________
 EW2141  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2141  DYNAMIC HT  -         185.529 (meters)     608.69  (feet)  COMP
 EW2141  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 EW2141
 EW2141  VERT ORDER  -  FIRST     CLASS I
 EW2141
 EW2141.The horizontal coordinates were scaled from a topographic map and have
 EW2141.an estimated accuracy of +/- 6 seconds.
 EW2141
 EW2141.The orthometric height was determined by differential leveling
 EW2141.and adjusted in June 1995.
 EW2141
 EW2141.The geoid height was determined by GEOID03.
 EW2141
 EW2141.The dynamic height is computed by dividing the NAVD 88
 EW2141.geopotential number by the normal gravity value computed on the
 EW2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2141.degrees latitude (g = 980.6199 gals.).
 EW2141
 EW2141.The modeled gravity was interpolated from observed gravity values.
 EW2141
 EW2141;                    North         East    Units  Estimated Accuracy
 EW2141;SPC CA 5     -   570,470.    1,966,740.      MT  (+/- 180 meters Scaled)
 EW2141
 EW2141                          SUPERSEDED SURVEY CONTROL
 EW2141
 EW2141  NGVD 29 (??/??/92)  184.965  (m)          606.84   (f) ADJ UNCH    1 1
 EW2141
 EW2141.Superseded values are not recommended for survey control.
 EW2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2141.See file dsdata.txt to determine how the superseded data were derived.
 EW2141
 EW2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745779(NAD 83)
 EW2141_MARKER: S = SPIKE
 EW2141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2141_SP_SET: CATCH BASIN
 EW2141_MARK LOGO: NONE  
 EW2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2141+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2141
 EW2141  HISTORY     - Date     Condition        Report By
 EW2141  HISTORY     - UNK      MONUMENTED       CA1980
 EW2141  HISTORY     - 1968     GOOD             CA1980
 EW2141  HISTORY     - 19940819 GOOD             NGS
 EW2141  HISTORY     - 20010511 GOOD             NGS
 EW2141
 EW2141                          STATION DESCRIPTION
 EW2141
 EW2141'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2141'AT LOS ANGELES.
 EW2141'WIRE SPIKE IN TOP OF THE SOUTH CURB OF CAHUENGA BOULEVARD, 20
 EW2141'FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF REGAL PLACE,
 EW2141'EAST END OF CATCH BASIN.
 EW2141
 EW2141                          STATION RECOVERY (1994)
 EW2141
 EW2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2141'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2141'REGAL PLACE, A SPIKE NEAR THE EAST CORNER OF A CONCRETE CATCH BASIN,
 EW2141'15.3 M (50.2 FT) SOUTHEAST OF THE CENTER OF THE PLACE, 8.6 M (28.2 FT)
 EW2141'SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES OF THE
 EW2141'BOULEVARD, 2.9 M (9.5 FT) NORTHWEST OF A SIGNAL LIGHT POLE, AND 0.3 M
 EW2141'(1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2141
 EW2141                          STATION RECOVERY (2001)
 EW2141
 EW2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2141'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2150 ***********************************************************************
 EW2150  DESIGNATION -  08 00040
 EW2150  PID         -  EW2150
 EW2150  STATE/COUNTY-  CA/LOS ANGELES
 EW2150  USGS QUAD   -  BURBANK (1994)
 EW2150
 EW2150                         *CURRENT SURVEY CONTROL
 EW2150  ___________________________________________________________________
 EW2150* NAD 83(1986)-  34 08 13.     (N)    118 21 47.     (W)     SCALED    
 EW2150* NAVD 88     -       180.38   (+/-2cm)     591.8    (feet)  VERTCON   
 EW2150  ___________________________________________________________________
 EW2150  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2150  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2150
 EW2150.The horizontal coordinates were scaled from a topographic map and have
 EW2150.an estimated accuracy of +/- 6 seconds.
 EW2150
 EW2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2150.The vertical order pertains to the NGVD 29 superseded value.
 EW2150
 EW2150.The geoid height was determined by GEOID03.
 EW2150
 EW2150;                    North         East    Units  Estimated Accuracy
 EW2150;SPC CA 5     -   570,710.    1,966,510.      MT  (+/- 180 meters Scaled)
 EW2150
 EW2150                          SUPERSEDED SURVEY CONTROL
 EW2150
 EW2150  NGVD 29 (??/??/92)  179.590  (m)          589.20   (f) ADJ UNCH    1 1
 EW2150
 EW2150.Superseded values are not recommended for survey control.
 EW2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2150.See file dsdata.txt to determine how the superseded data were derived.
 EW2150
 EW2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743781(NAD 83)
 EW2150_MARKER: S = SPIKE
 EW2150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2150_SP_SET: CATCH BASIN
 EW2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2150
 EW2150  HISTORY     - Date     Condition        Report By
 EW2150  HISTORY     - UNK      MONUMENTED       CA1980
 EW2150  HISTORY     - 1968     GOOD             CA1980
 EW2150  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2150
 EW2150                          STATION DESCRIPTION
 EW2150
 EW2150'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2150'AT LOS ANGELES.
 EW2150'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW2150'27 FEET SOUTHEAST OF THE SOUTHEAST PROPERTY LINE OF LANKERSHIM
 EW2150'BOULEVARD, SOUTHEAST END OF CATCH BASIN.
 EW2150
 EW2150                          STATION RECOVERY (1994)
 EW2150
 EW2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2150'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2151 ***********************************************************************
 EW2151  DESIGNATION -  08 00060
 EW2151  PID         -  EW2151
 EW2151  STATE/COUNTY-  CA/LOS ANGELES
 EW2151  USGS QUAD   -  BURBANK (1994)
 EW2151
 EW2151                         *CURRENT SURVEY CONTROL
 EW2151  ___________________________________________________________________
 EW2151* NAD 83(1986)-  34 08 13.     (N)    118 21 48.     (W)     SCALED    
 EW2151* NAVD 88     -       180.408  (meters)     591.89   (feet)  ADJUSTED  
 EW2151  ___________________________________________________________________
 EW2151  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2151  DYNAMIC HT  -         180.219 (meters)     591.27  (feet)  COMP
 EW2151  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 EW2151
 EW2151  VERT ORDER  -  FIRST     CLASS I
 EW2151
 EW2151.The horizontal coordinates were scaled from a topographic map and have
 EW2151.an estimated accuracy of +/- 6 seconds.
 EW2151
 EW2151.The orthometric height was determined by differential leveling
 EW2151.and adjusted in June 1995.
 EW2151
 EW2151.The geoid height was determined by GEOID03.
 EW2151
 EW2151.The dynamic height is computed by dividing the NAVD 88
 EW2151.geopotential number by the normal gravity value computed on the
 EW2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2151.degrees latitude (g = 980.6199 gals.).
 EW2151
 EW2151.The modeled gravity was interpolated from observed gravity values.
 EW2151
 EW2151;                    North         East    Units  Estimated Accuracy
 EW2151;SPC CA 5     -   570,710.    1,966,490.      MT  (+/- 180 meters Scaled)
 EW2151
 EW2151                          SUPERSEDED SURVEY CONTROL
 EW2151
 EW2151  NGVD 29 (??/??/92)  179.646  (m)          589.39   (f) ADJ UNCH    1 1
 EW2151
 EW2151.Superseded values are not recommended for survey control.
 EW2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2151.See file dsdata.txt to determine how the superseded data were derived.
 EW2151
 EW2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT742781(NAD 83)
 EW2151_MARKER: S = SPIKE
 EW2151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2151_SP_SET: CATCH BASIN
 EW2151_MARK LOGO: NONE  
 EW2151_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2151+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2151
 EW2151  HISTORY     - Date     Condition        Report By
 EW2151  HISTORY     - UNK      MONUMENTED       CA1980
 EW2151  HISTORY     - 1968     GOOD             CA1980
 EW2151  HISTORY     - 19940819 GOOD             NGS
 EW2151
 EW2151                          STATION DESCRIPTION
 EW2151
 EW2151'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2151'AT LOS ANGELES.
 EW2151'WIRE SPIKE IN TOP OF THE SOUTHEAST CURB OF LANKERSHIM BOULEVARD,
 EW2151'29.8 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF CAHUENGA
 EW2151'BOULEVARD, NORTHEAST END OF CATCH BASIN.
 EW2151
 EW2151                          STATION RECOVERY (1994)
 EW2151
 EW2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2151'IN LOS ANGELES, AT THE INTERSECTION OF LANKERSHIM AND CAHUENGA
 EW2151'BOULEVARDS, A SPIKE NEAR THE NORTH CORNER OF A CONCRETE CATCH BASIN,
 EW2151'13.9 M (45.6 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND
 EW2151'LANES OF CAHUENGA BOULEVARD, 5.7 M (18.7 FT) SOUTHEAST OF THE
 EW2151'CENTERLINE OF LANKERSHIM BOULEVARD, 0.7 M (2.3 FT) NORTHWEST OF THE
 EW2151'WEST CORNER OF A SIGNAL LIGHT CONTROL BOX, AND 0.2 M (0.7 FT) ABOVE
 EW2151'LEVEL OF LANKERSHIM BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2336 ***********************************************************************
 EW2336  DESIGNATION -  08 05550 C OF LA
 EW2336  PID         -  EW2336
 EW2336  STATE/COUNTY-  CA/LOS ANGELES
 EW2336  USGS QUAD   -  VAN NUYS (1972)
 EW2336
 EW2336                         *CURRENT SURVEY CONTROL
 EW2336  ___________________________________________________________________
 EW2336* NAD 83(1986)-  34 13 21.     (N)    118 23 16.     (W)     SCALED    
 EW2336* NAVD 88     -       255.42   (+/-2cm)     838.0    (feet)  VERTCON   
 EW2336  ___________________________________________________________________
 EW2336  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW2336  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2336
 EW2336.The horizontal coordinates were scaled from a topographic map and have
 EW2336.an estimated accuracy of +/- 6 seconds.
 EW2336
 EW2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2336.The vertical order pertains to the NGVD 29 superseded value.
 EW2336
 EW2336.The geoid height was determined by GEOID03.
 EW2336
 EW2336;                    North         East    Units  Estimated Accuracy
 EW2336;SPC CA 5     -   580,210.    1,964,270.      MT  (+/- 180 meters Scaled)
 EW2336
 EW2336                          SUPERSEDED SURVEY CONTROL
 EW2336
 EW2336  NGVD 29 (??/??/92)  254.635  (m)          835.41   (f) ADJ UNCH    1 1
 EW2336
 EW2336.Superseded values are not recommended for survey control.
 EW2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2336.See file dsdata.txt to determine how the superseded data were derived.
 EW2336
 EW2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT721876(NAD 83)
 EW2336_MARKER: S = SPIKE
 EW2336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2336_SP_SET: CURB
 EW2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2336
 EW2336  HISTORY     - Date     Condition        Report By
 EW2336  HISTORY     - UNK      MONUMENTED       CA1980
 EW2336  HISTORY     - 1968     GOOD             CA1980
 EW2336
 EW2336                          STATION DESCRIPTION
 EW2336
 EW2336'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2336'IN LOS ANGELES.
 EW2336'WIRE SPIKE IN THE NORTH CURB OF TUXFORD STREET, 5 FEET WEST
 EW2336'OF THE BEGINNING OF CURB RETURN WEST OF HADDON AVENUE AT
 EW2336'LANKERSHIM BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2335 ***********************************************************************
 EW2335  DESIGNATION -  08 05578 C OF LA
 EW2335  PID         -  EW2335
 EW2335  STATE/COUNTY-  CA/LOS ANGELES
 EW2335  USGS QUAD   -  VAN NUYS (1972)
 EW2335
 EW2335                         *CURRENT SURVEY CONTROL
 EW2335  ___________________________________________________________________
 EW2335* NAD 83(1986)-  34 13 22.     (N)    118 23 16.     (W)     SCALED    
 EW2335* NAVD 88     -       255.12   (+/-2cm)     837.0    (feet)  VERTCON   
 EW2335  ___________________________________________________________________
 EW2335  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW2335  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2335
 EW2335.The horizontal coordinates were scaled from a topographic map and have
 EW2335.an estimated accuracy of +/- 6 seconds.
 EW2335
 EW2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2335.The vertical order pertains to the NGVD 29 superseded value.
 EW2335
 EW2335.The geoid height was determined by GEOID03.
 EW2335
 EW2335;                    North         East    Units  Estimated Accuracy
 EW2335;SPC CA 5     -   580,240.    1,964,270.      MT  (+/- 180 meters Scaled)
 EW2335
 EW2335                          SUPERSEDED SURVEY CONTROL
 EW2335
 EW2335  NGVD 29 (??/??/92)  254.34   (m)          834.4    (f) COMPUTED    1 1
 EW2335
 EW2335.Superseded values are not recommended for survey control.
 EW2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2335.See file dsdata.txt to determine how the superseded data were derived.
 EW2335
 EW2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT721877(NAD 83)
 EW2335_MARKER: DD = SURVEY DISK
 EW2335_SETTING: 0 = UNSPECIFIED SETTING
 EW2335_STAMPING: 1970
 EW2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2335
 EW2335  HISTORY     - Date     Condition        Report By
 EW2335  HISTORY     - 1970     MONUMENTED       CA1980
 EW2335
 EW2335                          STATION DESCRIPTION
 EW2335
 EW2335'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1970
 EW2335'IN LOS ANGELES.
 EW2335'STANDARD SURVEY DISK MONUMENT STAMPED 1970, ON CENTERLINE OF LANKER-
 EW2335'SHIM BLVD., 44.75 FEET SOUTH OF CENTERLINE OF TUXFORD STREET FROM THE
 EW2335'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2350 ***********************************************************************
 EW2350  DESIGNATION -  08 05612 C OF LA
 EW2350  PID         -  EW2350
 EW2350  STATE/COUNTY-  CA/LOS ANGELES
 EW2350  USGS QUAD   -  VAN NUYS (1972)
 EW2350
 EW2350                         *CURRENT SURVEY CONTROL
 EW2350  ___________________________________________________________________
 EW2350* NAD 83(1986)-  34 13 27.     (N)    118 23 08.     (W)     SCALED    
 EW2350* NAVD 88     -       257.66   (+/-2cm)     845.3    (feet)  VERTCON   
 EW2350  ___________________________________________________________________
 EW2350  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 EW2350  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2350
 EW2350.The horizontal coordinates were scaled from a topographic map and have
 EW2350.an estimated accuracy of +/- 6 seconds.
 EW2350
 EW2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2350.The vertical order pertains to the NGVD 29 superseded value.
 EW2350
 EW2350.The geoid height was determined by GEOID03.
 EW2350
 EW2350;                    North         East    Units  Estimated Accuracy
 EW2350;SPC CA 5     -   580,400.    1,964,480.      MT  (+/- 180 meters Scaled)
 EW2350
 EW2350                          SUPERSEDED SURVEY CONTROL
 EW2350
 EW2350  NGVD 29 (??/??/92)  256.873  (m)          842.76   (f) ADJ UNCH    1 1
 EW2350
 EW2350.Superseded values are not recommended for survey control.
 EW2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2350.See file dsdata.txt to determine how the superseded data were derived.
 EW2350
 EW2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723878(NAD 83)
 EW2350_MARKER: S = SPIKE
 EW2350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2350_SP_SET: CURB
 EW2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2350
 EW2350  HISTORY     - Date     Condition        Report By
 EW2350  HISTORY     - UNK      MONUMENTED       CA1980
 EW2350  HISTORY     - 1968     GOOD             CA1980
 EW2350
 EW2350                          STATION DESCRIPTION
 EW2350
 EW2350'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2350'IN LOS ANGELES.
 EW2350'WIRE SPIKE IN THE SOUTHWEST CURB OF CAYUGA AVENUE, 38 FEET
 EW2350'NORTHWEST OF THE BEGINNING OF CURB RETURN NORTHWEST OF TUXFORD
 EW2350'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2337 ***********************************************************************
 EW2337  DESIGNATION -  08 05640 C OF LA
 EW2337  PID         -  EW2337
 EW2337  STATE/COUNTY-  CA/LOS ANGELES
 EW2337  USGS QUAD   -  VAN NUYS (1972)
 EW2337
 EW2337                         *CURRENT SURVEY CONTROL
 EW2337  ___________________________________________________________________
 EW2337* NAD 83(1986)-  34 13 29.     (N)    118 23 04.     (W)     SCALED    
 EW2337* NAVD 88     -       257.77   (+/-2cm)     845.7    (feet)  VERTCON   
 EW2337  ___________________________________________________________________
 EW2337  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW2337  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2337
 EW2337.The horizontal coordinates were scaled from a topographic map and have
 EW2337.an estimated accuracy of +/- 6 seconds.
 EW2337
 EW2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2337.The vertical order pertains to the NGVD 29 superseded value.
 EW2337
 EW2337.The geoid height was determined by GEOID03.
 EW2337
 EW2337;                    North         East    Units  Estimated Accuracy
 EW2337;SPC CA 5     -   580,460.    1,964,580.      MT  (+/- 180 meters Scaled)
 EW2337
 EW2337                          SUPERSEDED SURVEY CONTROL
 EW2337
 EW2337  NGVD 29 (??/??/92)  256.987  (m)          843.13   (f) ADJ UNCH    1 1
 EW2337
 EW2337.Superseded values are not recommended for survey control.
 EW2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2337.See file dsdata.txt to determine how the superseded data were derived.
 EW2337
 EW2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT724879(NAD 83)
 EW2337_MARKER: Z = SEE DESCRIPTION
 EW2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2337+STABILITY: SURFACE MOTION
 EW2337
 EW2337  HISTORY     - Date     Condition        Report By
 EW2337  HISTORY     - UNK      MONUMENTED       CA1980
 EW2337  HISTORY     - 1968     GOOD             CA1980
 EW2337
 EW2337                          STATION DESCRIPTION
 EW2337
 EW2337'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2337'IN LOS ANGELES.
 EW2337'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2337'TUXFORD STREET AND TELFAIR AVENUE FROM THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2355 ***********************************************************************
 EW2355  DESIGNATION -  08 05670 C OF LA
 EW2355  PID         -  EW2355
 EW2355  STATE/COUNTY-  CA/LOS ANGELES
 EW2355  USGS QUAD   -  VAN NUYS (1972)
 EW2355
 EW2355                         *CURRENT SURVEY CONTROL
 EW2355  ___________________________________________________________________
 EW2355* NAD 83(1986)-  34 13 39.     (N)    118 22 50.     (W)     SCALED    
 EW2355* NAVD 88     -       258.59   (+/-2cm)     848.4    (feet)  VERTCON   
 EW2355  ___________________________________________________________________
 EW2355  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2355  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2355
 EW2355.The horizontal coordinates were scaled from a topographic map and have
 EW2355.an estimated accuracy of +/- 6 seconds.
 EW2355
 EW2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2355.The vertical order pertains to the NGVD 29 superseded value.
 EW2355
 EW2355.The geoid height was determined by GEOID03.
 EW2355
 EW2355;                    North         East    Units  Estimated Accuracy
 EW2355;SPC CA 5     -   580,760.    1,964,940.      MT  (+/- 180 meters Scaled)
 EW2355
 EW2355                          SUPERSEDED SURVEY CONTROL
 EW2355
 EW2355  NGVD 29 (??/??/92)  257.799  (m)          845.80   (f) ADJ UNCH    1 1
 EW2355
 EW2355.Superseded values are not recommended for survey control.
 EW2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2355.See file dsdata.txt to determine how the superseded data were derived.
 EW2355
 EW2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT728882(NAD 83)
 EW2355_MARKER: S = SPIKE
 EW2355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2355_SP_SET: CURB
 EW2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2355
 EW2355  HISTORY     - Date     Condition        Report By
 EW2355  HISTORY     - UNK      MONUMENTED       CA1980
 EW2355  HISTORY     - 1968     GOOD             CA1980
 EW2355
 EW2355                          STATION DESCRIPTION
 EW2355
 EW2355'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2355'IN LOS ANGELES.
 EW2355'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD AT THE
 EW2355'BEGINNING OF CURB RETURN NORTHWEST OF TUXFORD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2188 ***********************************************************************
 EW2188  DESIGNATION -  08 05745 C OF LA
 EW2188  PID         -  EW2188
 EW2188  STATE/COUNTY-  CA/LOS ANGELES
 EW2188  USGS QUAD   -  VAN NUYS (1972)
 EW2188
 EW2188                         *CURRENT SURVEY CONTROL
 EW2188  ___________________________________________________________________
 EW2188* NAD 83(1986)-  34 08 37.     (N)    118 23 44.     (W)     SCALED    
 EW2188* NAVD 88     -       187.29   (+/-2cm)     614.5    (feet)  VERTCON   
 EW2188  ___________________________________________________________________
 EW2188  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW2188  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2188
 EW2188.The horizontal coordinates were scaled from a topographic map and have
 EW2188.an estimated accuracy of +/- 6 seconds.
 EW2188
 EW2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2188.The vertical order pertains to the NGVD 29 superseded value.
 EW2188
 EW2188.The geoid height was determined by GEOID03.
 EW2188
 EW2188;                    North         East    Units  Estimated Accuracy
 EW2188;SPC CA 5     -   571,470.    1,963,520.      MT  (+/- 180 meters Scaled)
 EW2188
 EW2188                          SUPERSEDED SURVEY CONTROL
 EW2188
 EW2188  NGVD 29 (??/??/92)  186.503  (m)          611.89   (f) ADJ UNCH    1 1
 EW2188
 EW2188.Superseded values are not recommended for survey control.
 EW2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2188.See file dsdata.txt to determine how the superseded data were derived.
 EW2188
 EW2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713789(NAD 83)
 EW2188_MARKER: S = SPIKE
 EW2188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2188_SP_SET: CURB
 EW2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2188
 EW2188  HISTORY     - Date     Condition        Report By
 EW2188  HISTORY     - UNK      MONUMENTED       CA1980
 EW2188  HISTORY     - 1968     GOOD             CA1980
 EW2188
 EW2188                          STATION DESCRIPTION
 EW2188
 EW2188'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2188'IN LOS ANGELES.
 EW2188'WIRE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 1 FOOT
 EW2188'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF VENTURA PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2261 ***********************************************************************
 EW2261  DESIGNATION -  08 05760 C OF LA
 EW2261  PID         -  EW2261
 EW2261  STATE/COUNTY-  CA/LOS ANGELES
 EW2261  USGS QUAD   -  VAN NUYS (1972)
 EW2261
 EW2261                         *CURRENT SURVEY CONTROL
 EW2261  ___________________________________________________________________
 EW2261* NAD 83(1986)-  34 08 44.     (N)    118 23 46.     (W)     SCALED    
 EW2261* NAVD 88     -       185.48   (+/-2cm)     608.5    (feet)  VERTCON   
 EW2261  ___________________________________________________________________
 EW2261  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2261  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2261
 EW2261.The horizontal coordinates were scaled from a topographic map and have
 EW2261.an estimated accuracy of +/- 6 seconds.
 EW2261
 EW2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2261.The vertical order pertains to the NGVD 29 superseded value.
 EW2261
 EW2261.The geoid height was determined by GEOID03.
 EW2261
 EW2261;                    North         East    Units  Estimated Accuracy
 EW2261;SPC CA 5     -   571,680.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2261
 EW2261                          SUPERSEDED SURVEY CONTROL
 EW2261
 EW2261  NGVD 29 (??/??/92)  184.695  (m)          605.95   (f) ADJ UNCH    1 1
 EW2261
 EW2261.Superseded values are not recommended for survey control.
 EW2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2261.See file dsdata.txt to determine how the superseded data were derived.
 EW2261
 EW2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712791(NAD 83)
 EW2261_MARKER: S = SPIKE
 EW2261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2261_SP_SET: CURB
 EW2261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2261
 EW2261  HISTORY     - Date     Condition        Report By
 EW2261  HISTORY     - UNK      MONUMENTED       CA1980
 EW2261  HISTORY     - 1968     GOOD             CA1980
 EW2261
 EW2261                          STATION DESCRIPTION
 EW2261
 EW2261'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2261'IN LOS ANGELES.
 EW2261'WIRE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 18 FEET
 EW2261'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF VALLEYHEART
 EW2261'DRIVE, IN THE NORTH OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2263 ***********************************************************************
 EW2263  DESIGNATION -  08 05835 C OF LA
 EW2263  PID         -  EW2263
 EW2263  STATE/COUNTY-  CA/LOS ANGELES
 EW2263  USGS QUAD   -  VAN NUYS (1972)
 EW2263
 EW2263                         *CURRENT SURVEY CONTROL
 EW2263  ___________________________________________________________________
 EW2263* NAD 83(1986)-  34 08 52.     (N)    118 23 47.     (W)     SCALED    
 EW2263* NAVD 88     -       184.17   (+/-2cm)     604.2    (feet)  VERTCON   
 EW2263  ___________________________________________________________________
 EW2263  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2263  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2263
 EW2263.The horizontal coordinates were scaled from a topographic map and have
 EW2263.an estimated accuracy of +/- 6 seconds.
 EW2263
 EW2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2263.The vertical order pertains to the NGVD 29 superseded value.
 EW2263
 EW2263.The geoid height was determined by GEOID03.
 EW2263
 EW2263;                    North         East    Units  Estimated Accuracy
 EW2263;SPC CA 5     -   571,930.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2263
 EW2263                          SUPERSEDED SURVEY CONTROL
 EW2263
 EW2263  NGVD 29 (??/??/92)  183.378  (m)          601.63   (f) ADJ UNCH    1 1
 EW2263
 EW2263.Superseded values are not recommended for survey control.
 EW2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2263.See file dsdata.txt to determine how the superseded data were derived.
 EW2263
 EW2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712794(NAD 83)
 EW2263_MARKER: S = SPIKE
 EW2263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2263_SP_SET: CURB
 EW2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2263
 EW2263  HISTORY     - Date     Condition        Report By
 EW2263  HISTORY     - UNK      MONUMENTED       CA1980
 EW2263  HISTORY     - 1968     GOOD             CA1980
 EW2263
 EW2263                          STATION DESCRIPTION
 EW2263
 EW2263'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2263'IN LOS ANGELES.
 EW2263'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 0.5
 EW2263'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF WOODBRIDGE
 EW2263'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2264 ***********************************************************************
 EW2264  DESIGNATION -  08 05895 C OF LA
 EW2264  PID         -  EW2264
 EW2264  STATE/COUNTY-  CA/LOS ANGELES
 EW2264  USGS QUAD   -  VAN NUYS (1972)
 EW2264
 EW2264                         *CURRENT SURVEY CONTROL
 EW2264  ___________________________________________________________________
 EW2264* NAD 83(1986)-  34 09 08.     (N)    118 23 47.     (W)     SCALED    
 EW2264* NAVD 88     -       188.77   (+/-2cm)     619.3    (feet)  VERTCON   
 EW2264  ___________________________________________________________________
 EW2264  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2264  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2264
 EW2264.The horizontal coordinates were scaled from a topographic map and have
 EW2264.an estimated accuracy of +/- 6 seconds.
 EW2264
 EW2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2264.The vertical order pertains to the NGVD 29 superseded value.
 EW2264
 EW2264.The geoid height was determined by GEOID03.
 EW2264
 EW2264;                    North         East    Units  Estimated Accuracy
 EW2264;SPC CA 5     -   572,420.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2264
 EW2264                          SUPERSEDED SURVEY CONTROL
 EW2264
 EW2264  NGVD 29 (??/??/92)  187.98   (m)          616.7    (f) COMPUTED    1 1
 EW2264
 EW2264.Superseded values are not recommended for survey control.
 EW2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2264.See file dsdata.txt to determine how the superseded data were derived.
 EW2264
 EW2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712799(NAD 83)
 EW2264_MARKER: S = SPIKE
 EW2264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2264_SP_SET: CURB
 EW2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2264
 EW2264  HISTORY     - Date     Condition        Report By
 EW2264  HISTORY     - UNK      MONUMENTED       RBNF
 EW2264  HISTORY     - 1975     GOOD             CA1980
 EW2264  HISTORY     - 1975     GOOD             CA1980
 EW2264
 EW2264                          STATION DESCRIPTION
 EW2264
 EW2264'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2264'IN LOS ANGELES.
 EW2264'WIRE SPIKE IN EAST CURB OF LAUREL CANYON BLVD., 2 FEET NORTH OF
 EW2264'BOX CULVERT CURB RETURN NORTH OF LANDALE STREET.
 EW2264
 EW2264                          STATION RECOVERY (1975)
 EW2264
 EW2264'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2265 ***********************************************************************
 EW2265  DESIGNATION -  08 05910 C OF LA
 EW2265  PID         -  EW2265
 EW2265  STATE/COUNTY-  CA/LOS ANGELES
 EW2265  USGS QUAD   -  VAN NUYS (1972)
 EW2265
 EW2265                         *CURRENT SURVEY CONTROL
 EW2265  ___________________________________________________________________
 EW2265* NAD 83(1986)-  34 09 12.     (N)    118 23 47.     (W)     SCALED    
 EW2265* NAVD 88     -       190.72   (+/-2cm)     625.7    (feet)  VERTCON   
 EW2265  ___________________________________________________________________
 EW2265  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2265  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2265
 EW2265.The horizontal coordinates were scaled from a topographic map and have
 EW2265.an estimated accuracy of +/- 6 seconds.
 EW2265
 EW2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2265.The vertical order pertains to the NGVD 29 superseded value.
 EW2265
 EW2265.The geoid height was determined by GEOID03.
 EW2265
 EW2265;                    North         East    Units  Estimated Accuracy
 EW2265;SPC CA 5     -   572,540.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2265
 EW2265                          SUPERSEDED SURVEY CONTROL
 EW2265
 EW2265  NGVD 29 (??/??/92)  189.938  (m)          623.15   (f) ADJ UNCH    1 1
 EW2265
 EW2265.Superseded values are not recommended for survey control.
 EW2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2265.See file dsdata.txt to determine how the superseded data were derived.
 EW2265
 EW2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712800(NAD 83)
 EW2265_MARKER: Z = SEE DESCRIPTION
 EW2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2265+STABILITY: SURFACE MOTION
 EW2265
 EW2265  HISTORY     - Date     Condition        Report By
 EW2265  HISTORY     - UNK      MONUMENTED       CA1980
 EW2265  HISTORY     - 1968     GOOD             CA1980
 EW2265
 EW2265                          STATION DESCRIPTION
 EW2265
 EW2265'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2265'IN LOS ANGELES.
 EW2265'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2265'LAUREL CANYON BOULEVARD AND SARAH STREET, 92 FEET SOUTH OF THE
 EW2265'GOLDEN STATE FREEWAY OVERPASS, 20 FEET NORTH OF THE MEDIAN
 EW2265'STRIP IN SARAH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2277 ***********************************************************************
 EW2277  DESIGNATION -  08 05940 C OF LA
 EW2277  PID         -  EW2277
 EW2277  STATE/COUNTY-  CA/LOS ANGELES
 EW2277  USGS QUAD   -  VAN NUYS (1972)
 EW2277
 EW2277                         *CURRENT SURVEY CONTROL
 EW2277  ___________________________________________________________________
 EW2277* NAD 83(1986)-  34 09 20.     (N)    118 23 48.     (W)     SCALED    
 EW2277* NAVD 88     -       192.20   (+/-2cm)     630.6    (feet)  VERTCON   
 EW2277  ___________________________________________________________________
 EW2277  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2277  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2277
 EW2277.The horizontal coordinates were scaled from a topographic map and have
 EW2277.an estimated accuracy of +/- 6 seconds.
 EW2277
 EW2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2277.The vertical order pertains to the NGVD 29 superseded value.
 EW2277
 EW2277.The geoid height was determined by GEOID03.
 EW2277
 EW2277;                    North         East    Units  Estimated Accuracy
 EW2277;SPC CA 5     -   572,790.    1,963,420.      MT  (+/- 180 meters Scaled)
 EW2277
 EW2277                          SUPERSEDED SURVEY CONTROL
 EW2277
 EW2277  NGVD 29 (??/??/92)  191.412  (m)          627.99   (f) ADJ UNCH    1 1
 EW2277
 EW2277.Superseded values are not recommended for survey control.
 EW2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2277.See file dsdata.txt to determine how the superseded data were derived.
 EW2277
 EW2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712802(NAD 83)
 EW2277_MARKER: S = SPIKE
 EW2277_SETTING: 0 = UNSPECIFIED SETTING
 EW2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2277
 EW2277  HISTORY     - Date     Condition        Report By
 EW2277  HISTORY     - UNK      MONUMENTED       CA1980
 EW2277  HISTORY     - 1968     GOOD             CA1980
 EW2277
 EW2277                          STATION DESCRIPTION
 EW2277
 EW2277'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2277'IN LOS ANGELES.
 EW2277'WIRE SPIKE IN LAUREL CANYON BOULEVARD, 23.5 FEET EAST OF THE
 EW2277'CENTER LINE AND 0.5 OF A FOOT WEST OF THE EAST EDGE OF THE
 EW2277'CONCRETE PAVEMENT, ON THE PRODUCTION OF THE CENTER LINE OF KLING
 EW2277'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2268 ***********************************************************************
 EW2268  DESIGNATION -  08 06016 C OF LA
 EW2268  PID         -  EW2268
 EW2268  STATE/COUNTY-  CA/LOS ANGELES
 EW2268  USGS QUAD   -  VAN NUYS (1972)
 EW2268
 EW2268                         *CURRENT SURVEY CONTROL
 EW2268  ___________________________________________________________________
 EW2268* NAD 83(1986)-  34 09 31.     (N)    118 23 46.     (W)     SCALED    
 EW2268* NAVD 88     -       194.57   (+/-2cm)     638.4    (feet)  VERTCON   
 EW2268  ___________________________________________________________________
 EW2268  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW2268  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2268
 EW2268.The horizontal coordinates were scaled from a topographic map and have
 EW2268.an estimated accuracy of +/- 6 seconds.
 EW2268
 EW2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2268.The vertical order pertains to the NGVD 29 superseded value.
 EW2268
 EW2268.The geoid height was determined by GEOID03.
 EW2268
 EW2268;                    North         East    Units  Estimated Accuracy
 EW2268;SPC CA 5     -   573,130.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2268
 EW2268                          SUPERSEDED SURVEY CONTROL
 EW2268
 EW2268  NGVD 29 (??/??/92)  193.79   (m)          635.8    (f) COMPUTED    1 1
 EW2268
 EW2268.Superseded values are not recommended for survey control.
 EW2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2268.See file dsdata.txt to determine how the superseded data were derived.
 EW2268
 EW2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713806(NAD 83)
 EW2268_MARKER: S = SPIKE
 EW2268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2268_SP_SET: CURB
 EW2268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2268
 EW2268  HISTORY     - Date     Condition        Report By
 EW2268  HISTORY     - UNK      MONUMENTED       RBNF
 EW2268  HISTORY     - 1975     GOOD             CA1980
 EW2268  HISTORY     - 1975     GOOD             CA1980
 EW2268
 EW2268                          STATION DESCRIPTION
 EW2268
 EW2268'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2268'IN LOS ANGELES.
 EW2268'WIRE SPIKE IN WEST CURB OF LAUREL CANYON BLVD., 1.6 FEET NORTH OF
 EW2268'BOX CULVERT CURB RETURN NORTH OF HUSTON STREET.
 EW2268
 EW2268                          STATION RECOVERY (1975)
 EW2268
 EW2268'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2271 ***********************************************************************
 EW2271  DESIGNATION -  08 06023 C OF LA
 EW2271  PID         -  EW2271
 EW2271  STATE/COUNTY-  CA/LOS ANGELES
 EW2271  USGS QUAD   -  VAN NUYS (1972)
 EW2271
 EW2271                         *CURRENT SURVEY CONTROL
 EW2271  ___________________________________________________________________
 EW2271* NAD 83(1986)-  34 09 37.     (N)    118 23 47.     (W)     SCALED    
 EW2271* NAVD 88     -       194.82   (+/-2cm)     639.2    (feet)  VERTCON   
 EW2271  ___________________________________________________________________
 EW2271  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW2271  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2271
 EW2271.The horizontal coordinates were scaled from a topographic map and have
 EW2271.an estimated accuracy of +/- 6 seconds.
 EW2271
 EW2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2271.The vertical order pertains to the NGVD 29 superseded value.
 EW2271
 EW2271.The geoid height was determined by GEOID03.
 EW2271
 EW2271;                    North         East    Units  Estimated Accuracy
 EW2271;SPC CA 5     -   573,310.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2271
 EW2271                          SUPERSEDED SURVEY CONTROL
 EW2271
 EW2271  NGVD 29 (??/??/92)  194.034  (m)          636.59   (f) ADJ UNCH    1 1
 EW2271
 EW2271.Superseded values are not recommended for survey control.
 EW2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2271.See file dsdata.txt to determine how the superseded data were derived.
 EW2271
 EW2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712808(NAD 83)
 EW2271_MARKER: S = SPIKE
 EW2271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2271_SP_SET: CURB
 EW2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2271
 EW2271  HISTORY     - Date     Condition        Report By
 EW2271  HISTORY     - UNK      MONUMENTED       CA1980
 EW2271  HISTORY     - 1968     GOOD             CA1980
 EW2271
 EW2271                          STATION DESCRIPTION
 EW2271
 EW2271'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2271'IN LOS ANGELES.
 EW2271'SQUARE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 28.5
 EW2271'FEET SOUTH OF THE CENTER LINE PRODUCTION OF MORRISON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2269 ***********************************************************************
 EW2269  DESIGNATION -  08 06025 C OF LA
 EW2269  PID         -  EW2269
 EW2269  STATE/COUNTY-  CA/LOS ANGELES
 EW2269  USGS QUAD   -  VAN NUYS (1972)
 EW2269
 EW2269                         *CURRENT SURVEY CONTROL
 EW2269  ___________________________________________________________________
 EW2269* NAD 83(1986)-  34 09 35.     (N)    118 23 46.     (W)     SCALED    
 EW2269* NAVD 88     -       194.89   (+/-2cm)     639.4    (feet)  VERTCON   
 EW2269  ___________________________________________________________________
 EW2269  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW2269  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2269
 EW2269.The horizontal coordinates were scaled from a topographic map and have
 EW2269.an estimated accuracy of +/- 6 seconds.
 EW2269
 EW2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2269.The vertical order pertains to the NGVD 29 superseded value.
 EW2269
 EW2269.The geoid height was determined by GEOID03.
 EW2269
 EW2269;                    North         East    Units  Estimated Accuracy
 EW2269;SPC CA 5     -   573,250.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2269
 EW2269                          SUPERSEDED SURVEY CONTROL
 EW2269
 EW2269  NGVD 29 (??/??/92)  194.10   (m)          636.8    (f) COMPUTED    1 1
 EW2269
 EW2269.Superseded values are not recommended for survey control.
 EW2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2269.See file dsdata.txt to determine how the superseded data were derived.
 EW2269
 EW2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713807(NAD 83)
 EW2269_MARKER: S = SPIKE
 EW2269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2269_SP_SET: CURB
 EW2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2269
 EW2269  HISTORY     - Date     Condition        Report By
 EW2269  HISTORY     - UNK      MONUMENTED       RBNF
 EW2269  HISTORY     - 1975     GOOD             CA1980
 EW2269  HISTORY     - 1975     GOOD             CA1980
 EW2269
 EW2269                          STATION DESCRIPTION
 EW2269
 EW2269'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2269'IN LOS ANGELES.
 EW2269'WIRE SPIKE IN WEST CURB OF LAUREL CANYON BLVD., 3 FEET SOUTH OF
 EW2269'BOX CULVERT CURB RETURN SOUTH OF MORRISON STREET.
 EW2269
 EW2269                          STATION RECOVERY (1975)
 EW2269
 EW2269'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2280 ***********************************************************************
 EW2280  DESIGNATION -  08 06030 C OF LA
 EW2280  PID         -  EW2280
 EW2280  STATE/COUNTY-  CA/LOS ANGELES
 EW2280  USGS QUAD   -  VAN NUYS (1972)
 EW2280
 EW2280                         *CURRENT SURVEY CONTROL
 EW2280  ___________________________________________________________________
 EW2280* NAD 83(1986)-  34 09 39.     (N)    118 23 47.     (W)     SCALED    
 EW2280* NAVD 88     -       195.06   (+/-2cm)     640.0    (feet)  VERTCON   
 EW2280  ___________________________________________________________________
 EW2280  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW2280  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2280
 EW2280.The horizontal coordinates were scaled from a topographic map and have
 EW2280.an estimated accuracy of +/- 6 seconds.
 EW2280
 EW2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2280.The vertical order pertains to the NGVD 29 superseded value.
 EW2280
 EW2280.The geoid height was determined by GEOID03.
 EW2280
 EW2280;                    North         East    Units  Estimated Accuracy
 EW2280;SPC CA 5     -   573,380.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2280
 EW2280                          SUPERSEDED SURVEY CONTROL
 EW2280
 EW2280  NGVD 29 (??/??/92)  194.273  (m)          637.38   (f) ADJ UNCH    1 1
 EW2280
 EW2280.Superseded values are not recommended for survey control.
 EW2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2280.See file dsdata.txt to determine how the superseded data were derived.
 EW2280
 EW2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712808(NAD 83)
 EW2280_MARKER: Z = SEE DESCRIPTION
 EW2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2280+STABILITY: SURFACE MOTION
 EW2280
 EW2280  HISTORY     - Date     Condition        Report By
 EW2280  HISTORY     - UNK      MONUMENTED       CA1980
 EW2280  HISTORY     - 1968     GOOD             CA1980
 EW2280
 EW2280                          STATION DESCRIPTION
 EW2280
 EW2280'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2280'IN LOS ANGELES.
 EW2280'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2280'LAUREL CANYON BOULEVARD AND ADDISON STREET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2281 ***********************************************************************
 EW2281  DESIGNATION -  08 06060 C OF LA
 EW2281  PID         -  EW2281
 EW2281  STATE/COUNTY-  CA/LOS ANGELES
 EW2281  USGS QUAD   -  VAN NUYS (1972)
 EW2281
 EW2281                         *CURRENT SURVEY CONTROL
 EW2281  ___________________________________________________________________
 EW2281* NAD 83(1986)-  34 09 40.     (N)    118 23 47.     (W)     SCALED    
 EW2281* NAVD 88     -       195.24   (+/-2cm)     640.5    (feet)  VERTCON   
 EW2281  ___________________________________________________________________
 EW2281  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW2281  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2281
 EW2281.The horizontal coordinates were scaled from a topographic map and have
 EW2281.an estimated accuracy of +/- 6 seconds.
 EW2281
 EW2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2281.The vertical order pertains to the NGVD 29 superseded value.
 EW2281
 EW2281.The geoid height was determined by GEOID03.
 EW2281
 EW2281;                    North         East    Units  Estimated Accuracy
 EW2281;SPC CA 5     -   573,410.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2281
 EW2281                          SUPERSEDED SURVEY CONTROL
 EW2281
 EW2281  NGVD 29 (??/??/92)  194.450  (m)          637.96   (f) ADJ UNCH    1 1
 EW2281
 EW2281.Superseded values are not recommended for survey control.
 EW2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2281.See file dsdata.txt to determine how the superseded data were derived.
 EW2281
 EW2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712809(NAD 83)
 EW2281_MARKER: Z = SEE DESCRIPTION
 EW2281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2281_SP_SET: CURB
 EW2281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2281
 EW2281  HISTORY     - Date     Condition        Report By
 EW2281  HISTORY     - UNK      MONUMENTED       CA1980
 EW2281  HISTORY     - 1968     GOOD             CA1980
 EW2281
 EW2281                          STATION DESCRIPTION
 EW2281
 EW2281'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2281'IN LOS ANGELES.
 EW2281'BRASS SCREW IN LEAD IN THE EAST CURB OF LAUREL CANYON BOULEVARD,
 EW2281'4 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF ADDISON
 EW2281'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2272 ***********************************************************************
 EW2272  DESIGNATION -  08 06090 C OF LA
 EW2272  PID         -  EW2272
 EW2272  STATE/COUNTY-  CA/LOS ANGELES
 EW2272  USGS QUAD   -  VAN NUYS (1972)
 EW2272
 EW2272                         *CURRENT SURVEY CONTROL
 EW2272  ___________________________________________________________________
 EW2272* NAD 83(1986)-  34 09 44.     (N)    118 23 47.     (W)     SCALED    
 EW2272* NAVD 88     -       195.46   (+/-2cm)     641.3    (feet)  VERTCON   
 EW2272  ___________________________________________________________________
 EW2272  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW2272  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2272
 EW2272.The horizontal coordinates were scaled from a topographic map and have
 EW2272.an estimated accuracy of +/- 6 seconds.
 EW2272
 EW2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2272.The vertical order pertains to the NGVD 29 superseded value.
 EW2272
 EW2272.The geoid height was determined by GEOID03.
 EW2272
 EW2272;                    North         East    Units  Estimated Accuracy
 EW2272;SPC CA 5     -   573,530.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2272
 EW2272                          SUPERSEDED SURVEY CONTROL
 EW2272
 EW2272  NGVD 29 (??/??/92)  194.675  (m)          638.70   (f) ADJ UNCH    1 1
 EW2272
 EW2272.Superseded values are not recommended for survey control.
 EW2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2272.See file dsdata.txt to determine how the superseded data were derived.
 EW2272
 EW2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712810(NAD 83)
 EW2272_MARKER: S = SPIKE
 EW2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2272_SP_SET: CURB
 EW2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2272
 EW2272  HISTORY     - Date     Condition        Report By
 EW2272  HISTORY     - UNK      MONUMENTED       CA1980
 EW2272  HISTORY     - 1968     GOOD             CA1980
 EW2272
 EW2272                          STATION DESCRIPTION
 EW2272
 EW2272'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2272'IN LOS ANGELES.
 EW2272'WIRE SPIKE IN THE SOUTH CURB OF HESBY STREET, 1 FOOT EAST OF
 EW2272'THE BEGINNING OF CURB RETURN EAST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2273 ***********************************************************************
 EW2273  DESIGNATION -  08 06100 C OF LA
 EW2273  PID         -  EW2273
 EW2273  STATE/COUNTY-  CA/LOS ANGELES
 EW2273  USGS QUAD   -  VAN NUYS (1972)
 EW2273
 EW2273                         *CURRENT SURVEY CONTROL
 EW2273  ___________________________________________________________________
 EW2273* NAD 83(1986)-  34 09 45.     (N)    118 23 46.     (W)     SCALED    
 EW2273* NAVD 88     -       195.90   (+/-2cm)     642.7    (feet)  VERTCON   
 EW2273  ___________________________________________________________________
 EW2273  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW2273  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2273
 EW2273.The horizontal coordinates were scaled from a topographic map and have
 EW2273.an estimated accuracy of +/- 6 seconds.
 EW2273
 EW2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2273.The vertical order pertains to the NGVD 29 superseded value.
 EW2273
 EW2273.The geoid height was determined by GEOID03.
 EW2273
 EW2273;                    North         East    Units  Estimated Accuracy
 EW2273;SPC CA 5     -   573,560.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2273
 EW2273                          SUPERSEDED SURVEY CONTROL
 EW2273
 EW2273  NGVD 29 (??/??/92)  195.115  (m)          640.14   (f) ADJ UNCH    1 1
 EW2273
 EW2273.Superseded values are not recommended for survey control.
 EW2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2273.See file dsdata.txt to determine how the superseded data were derived.
 EW2273
 EW2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713810(NAD 83)
 EW2273_MARKER: S = SPIKE
 EW2273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2273_SP_SET: CURB
 EW2273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2273
 EW2273  HISTORY     - Date     Condition        Report By
 EW2273  HISTORY     - UNK      MONUMENTED       CA1980
 EW2273  HISTORY     - 1968     GOOD             CA1980
 EW2273
 EW2273                          STATION DESCRIPTION
 EW2273
 EW2273'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2273'IN LOS ANGELES.
 EW2273'SQUARE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 1 FOOT
 EW2273'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF OTSEGO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2270 ***********************************************************************
 EW2270  DESIGNATION -  08 06102 C OF LA
 EW2270  PID         -  EW2270
 EW2270  STATE/COUNTY-  CA/LOS ANGELES
 EW2270  USGS QUAD   -  VAN NUYS (1972)
 EW2270
 EW2270                         *CURRENT SURVEY CONTROL
 EW2270  ___________________________________________________________________
 EW2270* NAD 83(1986)-  34 09 47.     (N)    118 23 47.     (W)     SCALED    
 EW2270* NAVD 88     -       196.16   (+/-2cm)     643.6    (feet)  VERTCON   
 EW2270  ___________________________________________________________________
 EW2270  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW2270  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2270
 EW2270.The horizontal coordinates were scaled from a topographic map and have
 EW2270.an estimated accuracy of +/- 6 seconds.
 EW2270
 EW2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2270.The vertical order pertains to the NGVD 29 superseded value.
 EW2270
 EW2270.The geoid height was determined by GEOID03.
 EW2270
 EW2270;                    North         East    Units  Estimated Accuracy
 EW2270;SPC CA 5     -   573,620.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2270
 EW2270                          SUPERSEDED SURVEY CONTROL
 EW2270
 EW2270  NGVD 29 (??/??/92)  195.38   (m)          641.0    (f) COMPUTED    1 1
 EW2270
 EW2270.Superseded values are not recommended for survey control.
 EW2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2270.See file dsdata.txt to determine how the superseded data were derived.
 EW2270
 EW2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712811(NAD 83)
 EW2270_MARKER: S = SPIKE
 EW2270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2270_SP_SET: CURB
 EW2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2270
 EW2270  HISTORY     - Date     Condition        Report By
 EW2270  HISTORY     - UNK      MONUMENTED       RBNF
 EW2270  HISTORY     - 1975     GOOD             CA1980
 EW2270  HISTORY     - 1975     GOOD             CA1980
 EW2270
 EW2270                          STATION DESCRIPTION
 EW2270
 EW2270'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2270'IN LOS ANGELES.
 EW2270'WIRE SPIKE IN WEST CURB OF LAUREL CANYON BLVD., 5 FEET NORTH OF BOX
 EW2270'CULVERT CURB RETURN NORTH OF OTSEGO STREET.
 EW2270
 EW2270                          STATION RECOVERY (1975)
 EW2270
 EW2270'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2282 ***********************************************************************
 EW2282  DESIGNATION -  08 06110 C OF LA
 EW2282  PID         -  EW2282
 EW2282  STATE/COUNTY-  CA/LOS ANGELES
 EW2282  USGS QUAD   -  VAN NUYS (1972)
 EW2282
 EW2282                         *CURRENT SURVEY CONTROL
 EW2282  ___________________________________________________________________
 EW2282* NAD 83(1986)-  34 09 47.     (N)    118 23 47.     (W)     SCALED    
 EW2282* NAVD 88     -       196.62   (+/-2cm)     645.1    (feet)  VERTCON   
 EW2282  ___________________________________________________________________
 EW2282  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW2282  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2282
 EW2282.The horizontal coordinates were scaled from a topographic map and have
 EW2282.an estimated accuracy of +/- 6 seconds.
 EW2282
 EW2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2282.The vertical order pertains to the NGVD 29 superseded value.
 EW2282
 EW2282.The geoid height was determined by GEOID03.
 EW2282
 EW2282;                    North         East    Units  Estimated Accuracy
 EW2282;SPC CA 5     -   573,620.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2282
 EW2282                          SUPERSEDED SURVEY CONTROL
 EW2282
 EW2282  NGVD 29 (??/??/92)  195.830  (m)          642.49   (f) ADJ UNCH    1 1
 EW2282
 EW2282.Superseded values are not recommended for survey control.
 EW2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2282.See file dsdata.txt to determine how the superseded data were derived.
 EW2282
 EW2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712811(NAD 83)
 EW2282_MARKER: S = SPIKE
 EW2282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2282_SP_SET: CURB
 EW2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2282
 EW2282  HISTORY     - Date     Condition        Report By
 EW2282  HISTORY     - UNK      MONUMENTED       CA1980
 EW2282  HISTORY     - 1968     GOOD             CA1980
 EW2282
 EW2282                          STATION DESCRIPTION
 EW2282
 EW2282'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2282'IN LOS ANGELES.
 EW2282'WIRE SPIKE IN THE NORTH CURB OF HARTSOOK STREET, 39.5 FEET EAST
 EW2282'OF THE BEGINNING OF CURB RETURN EAST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2275 ***********************************************************************
 EW2275  DESIGNATION -  08 06165 C OF LA
 EW2275  PID         -  EW2275
 EW2275  STATE/COUNTY-  CA/LOS ANGELES
 EW2275  USGS QUAD   -  VAN NUYS (1972)
 EW2275
 EW2275                         *CURRENT SURVEY CONTROL
 EW2275  ___________________________________________________________________
 EW2275* NAD 83(1986)-  34 09 58.     (N)    118 23 46.     (W)     SCALED    
 EW2275* NAVD 88     -       196.26   (+/-2cm)     643.9    (feet)  VERTCON   
 EW2275  ___________________________________________________________________
 EW2275  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW2275  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2275
 EW2275.The horizontal coordinates were scaled from a topographic map and have
 EW2275.an estimated accuracy of +/- 6 seconds.
 EW2275
 EW2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2275.The vertical order pertains to the NGVD 29 superseded value.
 EW2275
 EW2275.The geoid height was determined by GEOID03.
 EW2275
 EW2275;                    North         East    Units  Estimated Accuracy
 EW2275;SPC CA 5     -   573,960.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2275
 EW2275                          SUPERSEDED SURVEY CONTROL
 EW2275
 EW2275  NGVD 29 (??/??/92)  195.474  (m)          641.32   (f) ADJ UNCH    1 1
 EW2275
 EW2275.Superseded values are not recommended for survey control.
 EW2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2275.See file dsdata.txt to determine how the superseded data were derived.
 EW2275
 EW2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713814(NAD 83)
 EW2275_MARKER: S = SPIKE
 EW2275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2275_SP_SET: CURB
 EW2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2275
 EW2275  HISTORY     - Date     Condition        Report By
 EW2275  HISTORY     - UNK      MONUMENTED       CA1980
 EW2275  HISTORY     - 1968     GOOD             CA1980
 EW2275
 EW2275                          STATION DESCRIPTION
 EW2275
 EW2275'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2275'IN LOS ANGELES.
 EW2275'SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 2 FEET NORTH
 EW2275'OF THE BEGINNING OF CURB RETURN NORTH OF WEDDINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2286 ***********************************************************************
 EW2286  DESIGNATION -  08 06180 C OF LA
 EW2286  PID         -  EW2286
 EW2286  STATE/COUNTY-  CA/LOS ANGELES
 EW2286  USGS QUAD   -  VAN NUYS (1972)
 EW2286
 EW2286                         *CURRENT SURVEY CONTROL
 EW2286  ___________________________________________________________________
 EW2286* NAD 83(1986)-  34 10 06.     (N)    118 23 47.     (W)     SCALED    
 EW2286* NAVD 88     -       198.51   (+/-2cm)     651.3    (feet)  VERTCON   
 EW2286  ___________________________________________________________________
 EW2286  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EW2286  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2286
 EW2286.The horizontal coordinates were scaled from a topographic map and have
 EW2286.an estimated accuracy of +/- 6 seconds.
 EW2286
 EW2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2286.The vertical order pertains to the NGVD 29 superseded value.
 EW2286
 EW2286.The geoid height was determined by GEOID03.
 EW2286
 EW2286;                    North         East    Units  Estimated Accuracy
 EW2286;SPC CA 5     -   574,210.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2286
 EW2286                          SUPERSEDED SURVEY CONTROL
 EW2286
 EW2286  NGVD 29 (??/??/92)  197.727  (m)          648.71   (f) ADJ UNCH    1 1
 EW2286
 EW2286.Superseded values are not recommended for survey control.
 EW2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2286.See file dsdata.txt to determine how the superseded data were derived.
 EW2286
 EW2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712817(NAD 83)
 EW2286_MARKER: S = SPIKE
 EW2286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2286_SP_SET: CURB
 EW2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2286
 EW2286  HISTORY     - Date     Condition        Report By
 EW2286  HISTORY     - UNK      MONUMENTED       CA1980
 EW2286  HISTORY     - 1968     GOOD             CA1980
 EW2286
 EW2286                          STATION DESCRIPTION
 EW2286
 EW2286'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2286'IN LOS ANGELES.
 EW2286'WIRE SPIKE IN THE SOUTH CURB OF CHANDLER BOULEVARD, SOUTH
 EW2286'ROADWAY, 1 FOOT EAST OF THE BEGINNING OF CURB RETURN EAST OF
 EW2286'LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2276 ***********************************************************************
 EW2276  DESIGNATION -  08 06210 C OF LA
 EW2276  PID         -  EW2276
 EW2276  STATE/COUNTY-  CA/LOS ANGELES
 EW2276  USGS QUAD   -  VAN NUYS (1972)
 EW2276
 EW2276                         *CURRENT SURVEY CONTROL
 EW2276  ___________________________________________________________________
 EW2276* NAD 83(1986)-  34 10 03.     (N)    118 23 47.     (W)     SCALED    
 EW2276* NAVD 88     -       198.52   (+/-2cm)     651.3    (feet)  VERTCON   
 EW2276  ___________________________________________________________________
 EW2276  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW2276  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2276
 EW2276.The horizontal coordinates were scaled from a topographic map and have
 EW2276.an estimated accuracy of +/- 6 seconds.
 EW2276
 EW2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2276.The vertical order pertains to the NGVD 29 superseded value.
 EW2276
 EW2276.The geoid height was determined by GEOID03.
 EW2276
 EW2276;                    North         East    Units  Estimated Accuracy
 EW2276;SPC CA 5     -   574,120.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2276
 EW2276                          SUPERSEDED SURVEY CONTROL
 EW2276
 EW2276  NGVD 29 (??/??/92)  197.737  (m)          648.74   (f) ADJ UNCH    1 1
 EW2276
 EW2276.Superseded values are not recommended for survey control.
 EW2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2276.See file dsdata.txt to determine how the superseded data were derived.
 EW2276
 EW2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712816(NAD 83)
 EW2276_MARKER: Z = SEE DESCRIPTION
 EW2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2276+STABILITY: SURFACE MOTION
 EW2276
 EW2276  HISTORY     - Date     Condition        Report By
 EW2276  HISTORY     - UNK      MONUMENTED       CA1980
 EW2276  HISTORY     - 1968     GOOD             CA1980
 EW2276
 EW2276                          STATION DESCRIPTION
 EW2276
 EW2276'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2276'IN LOS ANGELES.
 EW2276'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF LAUREL CANYON
 EW2276'BOULEVARD, 13.5 FEET NORTH OF THE SOUTH CURB LINE OF CHANDLER
 EW2276'BOULEVARD, SOUTH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2291 ***********************************************************************
 EW2291  DESIGNATION -  08 06240 C OF LA
 EW2291  PID         -  EW2291
 EW2291  STATE/COUNTY-  CA/LOS ANGELES
 EW2291  USGS QUAD   -  VAN NUYS (1972)
 EW2291
 EW2291                         *CURRENT SURVEY CONTROL
 EW2291  ___________________________________________________________________
 EW2291* NAD 83(1986)-  34 10 13.     (N)    118 23 47.     (W)     SCALED    
 EW2291* NAVD 88     -       198.60   (+/-2cm)     651.6    (feet)  VERTCON   
 EW2291  ___________________________________________________________________
 EW2291  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW2291  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2291
 EW2291.The horizontal coordinates were scaled from a topographic map and have
 EW2291.an estimated accuracy of +/- 6 seconds.
 EW2291
 EW2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2291.The vertical order pertains to the NGVD 29 superseded value.
 EW2291
 EW2291.The geoid height was determined by GEOID03.
 EW2291
 EW2291;                    North         East    Units  Estimated Accuracy
 EW2291;SPC CA 5     -   574,420.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2291
 EW2291                          SUPERSEDED SURVEY CONTROL
 EW2291
 EW2291  NGVD 29 (??/??/92)  197.819  (m)          649.01   (f) ADJ UNCH    1 1
 EW2291
 EW2291.Superseded values are not recommended for survey control.
 EW2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2291.See file dsdata.txt to determine how the superseded data were derived.
 EW2291
 EW2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713819(NAD 83)
 EW2291_MARKER: Z = SEE DESCRIPTION
 EW2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2291+STABILITY: SURFACE MOTION
 EW2291
 EW2291  HISTORY     - Date     Condition        Report By
 EW2291  HISTORY     - UNK      MONUMENTED       CA1980
 EW2291  HISTORY     - 1968     GOOD             CA1980
 EW2291
 EW2291                          STATION DESCRIPTION
 EW2291
 EW2291'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2291'IN LOS ANGELES.
 EW2291'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF LAUREL CANYON
 EW2291'BOULEVARD, 5.4 FEET NORTH OF THE CENTER LINE OF CHANDLER
 EW2291'BOULEVARD, NORTH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2292 ***********************************************************************
 EW2292  DESIGNATION -  08 06254 C OF LA
 EW2292  PID         -  EW2292
 EW2292  STATE/COUNTY-  CA/LOS ANGELES
 EW2292  USGS QUAD   -  VAN NUYS (1972)
 EW2292
 EW2292                         *CURRENT SURVEY CONTROL
 EW2292  ___________________________________________________________________
 EW2292* NAD 83(1986)-  34 10 13.     (N)    118 23 47.     (W)     SCALED    
 EW2292* NAVD 88     -       199.93   (+/-2cm)     655.9    (feet)  VERTCON   
 EW2292  ___________________________________________________________________
 EW2292  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW2292  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2292
 EW2292.The horizontal coordinates were scaled from a topographic map and have
 EW2292.an estimated accuracy of +/- 6 seconds.
 EW2292
 EW2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2292.The vertical order pertains to the NGVD 29 superseded value.
 EW2292
 EW2292.The geoid height was determined by GEOID03.
 EW2292
 EW2292;                    North         East    Units  Estimated Accuracy
 EW2292;SPC CA 5     -   574,420.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2292
 EW2292                          SUPERSEDED SURVEY CONTROL
 EW2292
 EW2292  NGVD 29 (??/??/92)  199.15   (m)          653.4    (f) COMPUTED    1 1
 EW2292
 EW2292.Superseded values are not recommended for survey control.
 EW2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2292.See file dsdata.txt to determine how the superseded data were derived.
 EW2292
 EW2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713819(NAD 83)
 EW2292_MARKER: DD = SURVEY DISK
 EW2292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2292_SP_SET: STREET
 EW2292_STAMPING: 1971
 EW2292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2292
 EW2292  HISTORY     - Date     Condition        Report By
 EW2292  HISTORY     - 1971     MONUMENTED       CA1980
 EW2292
 EW2292                          STATION DESCRIPTION
 EW2292
 EW2292'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2292'IN LOS ANGELES.
 EW2292'STANDARD SURVEY DISK MONUMENT STAMPD 1971 ON CENTERLINE OF INTER-
 EW2292'SECTION OF LAUREL BLVD., AND ALBERS STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2287 ***********************************************************************
 EW2287  DESIGNATION -  08 06255 C OF LA
 EW2287  PID         -  EW2287
 EW2287  STATE/COUNTY-  CA/LOS ANGELES
 EW2287  USGS QUAD   -  VAN NUYS (1972)
 EW2287
 EW2287                         *CURRENT SURVEY CONTROL
 EW2287  ___________________________________________________________________
 EW2287* NAD 83(1986)-  34 10 11.     (N)    118 23 47.     (W)     SCALED    
 EW2287* NAVD 88     -       200.24   (+/-2cm)     657.0    (feet)  VERTCON   
 EW2287  ___________________________________________________________________
 EW2287  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EW2287  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2287
 EW2287.The horizontal coordinates were scaled from a topographic map and have
 EW2287.an estimated accuracy of +/- 6 seconds.
 EW2287
 EW2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2287.The vertical order pertains to the NGVD 29 superseded value.
 EW2287
 EW2287.The geoid height was determined by GEOID03.
 EW2287
 EW2287;                    North         East    Units  Estimated Accuracy
 EW2287;SPC CA 5     -   574,360.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2287
 EW2287                          SUPERSEDED SURVEY CONTROL
 EW2287
 EW2287  NGVD 29 (??/??/92)  199.452  (m)          654.37   (f) ADJ UNCH    1 1
 EW2287
 EW2287.Superseded values are not recommended for survey control.
 EW2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2287.See file dsdata.txt to determine how the superseded data were derived.
 EW2287
 EW2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712818(NAD 83)
 EW2287_MARKER: S = SPIKE
 EW2287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2287_SP_SET: CURB
 EW2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2287
 EW2287  HISTORY     - Date     Condition        Report By
 EW2287  HISTORY     - UNK      MONUMENTED       CA1980
 EW2287  HISTORY     - 1968     GOOD             CA1980
 EW2287
 EW2287                          STATION DESCRIPTION
 EW2287
 EW2287'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2287'IN LOS ANGELES.
 EW2287'WIRE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 2 FEET
 EW2287'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF ALBERS STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2288 ***********************************************************************
 EW2288  DESIGNATION -  08 06271 C OF LA
 EW2288  PID         -  EW2288
 EW2288  STATE/COUNTY-  CA/LOS ANGELES
 EW2288  USGS QUAD   -  VAN NUYS (1972)
 EW2288
 EW2288                         *CURRENT SURVEY CONTROL
 EW2288  ___________________________________________________________________
 EW2288* NAD 83(1986)-  34 10 18.     (N)    118 23 47.     (W)     SCALED    
 EW2288* NAVD 88     -       201.25   (+/-2cm)     660.3    (feet)  VERTCON   
 EW2288  ___________________________________________________________________
 EW2288  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW2288  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2288
 EW2288.The horizontal coordinates were scaled from a topographic map and have
 EW2288.an estimated accuracy of +/- 6 seconds.
 EW2288
 EW2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2288.The vertical order pertains to the NGVD 29 superseded value.
 EW2288
 EW2288.The geoid height was determined by GEOID03.
 EW2288
 EW2288;                    North         East    Units  Estimated Accuracy
 EW2288;SPC CA 5     -   574,580.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2288
 EW2288                          SUPERSEDED SURVEY CONTROL
 EW2288
 EW2288  NGVD 29 (??/??/92)  200.470  (m)          657.71   (f) ADJ UNCH    1 1
 EW2288
 EW2288.Superseded values are not recommended for survey control.
 EW2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2288.See file dsdata.txt to determine how the superseded data were derived.
 EW2288
 EW2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713820(NAD 83)
 EW2288_MARKER: S = SPIKE
 EW2288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2288_SP_SET: CURB
 EW2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2288
 EW2288  HISTORY     - Date     Condition        Report By
 EW2288  HISTORY     - UNK      MONUMENTED       CA1980
 EW2288  HISTORY     - 1968     GOOD             CA1980
 EW2288
 EW2288                          STATION DESCRIPTION
 EW2288
 EW2288'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2288'IN LOS ANGELES.
 EW2288'WIRE SPIKE IN THE NORTH CURB OF BURBANK BOULEVARD, NEAR THE
 EW2288'BEGINNING OF CURB RETURN EAST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2295 ***********************************************************************
 EW2295  DESIGNATION -  08 06299 C OF LA
 EW2295  PID         -  EW2295
 EW2295  STATE/COUNTY-  CA/LOS ANGELES
 EW2295  USGS QUAD   -  VAN NUYS (1972)
 EW2295
 EW2295                         *CURRENT SURVEY CONTROL
 EW2295  ___________________________________________________________________
 EW2295* NAD 83(1986)-  34 10 33.     (N)    118 23 47.     (W)     SCALED    
 EW2295* NAVD 88     -       203.72   (+/-2cm)     668.4    (feet)  VERTCON   
 EW2295  ___________________________________________________________________
 EW2295  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW2295  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2295
 EW2295.The horizontal coordinates were scaled from a topographic map and have
 EW2295.an estimated accuracy of +/- 6 seconds.
 EW2295
 EW2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2295.The vertical order pertains to the NGVD 29 superseded value.
 EW2295
 EW2295.The geoid height was determined by GEOID03.
 EW2295
 EW2295;                    North         East    Units  Estimated Accuracy
 EW2295;SPC CA 5     -   575,040.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2295
 EW2295                          SUPERSEDED SURVEY CONTROL
 EW2295
 EW2295  NGVD 29 (??/??/92)  202.936  (m)          665.80   (f) ADJ UNCH    1 1
 EW2295
 EW2295.Superseded values are not recommended for survey control.
 EW2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2295.See file dsdata.txt to determine how the superseded data were derived.
 EW2295
 EW2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713825(NAD 83)
 EW2295_MARKER: Z = SEE DESCRIPTION
 EW2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2295+STABILITY: SURFACE MOTION
 EW2295
 EW2295  HISTORY     - Date     Condition        Report By
 EW2295  HISTORY     - UNK      MONUMENTED       CA1980
 EW2295  HISTORY     - 1968     GOOD             CA1980
 EW2295
 EW2295                          STATION DESCRIPTION
 EW2295
 EW2295'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2295'IN LOS ANGELES.
 EW2295'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2295'LAUREL CANYON BOULEVARD AND EMELITA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2294 ***********************************************************************
 EW2294  DESIGNATION -  08 06300 C OF LA
 EW2294  PID         -  EW2294
 EW2294  STATE/COUNTY-  CA/LOS ANGELES
 EW2294  USGS QUAD   -  VAN NUYS (1972)
 EW2294
 EW2294                         *CURRENT SURVEY CONTROL
 EW2294  ___________________________________________________________________
 EW2294* NAD 83(1986)-  34 10 33.     (N)    118 23 47.     (W)     SCALED    
 EW2294* NAVD 88     -       203.98   (+/-2cm)     669.2    (feet)  VERTCON   
 EW2294  ___________________________________________________________________
 EW2294  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW2294  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2294
 EW2294.The horizontal coordinates were scaled from a topographic map and have
 EW2294.an estimated accuracy of +/- 6 seconds.
 EW2294
 EW2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2294.The vertical order pertains to the NGVD 29 superseded value.
 EW2294
 EW2294.The geoid height was determined by GEOID03.
 EW2294
 EW2294;                    North         East    Units  Estimated Accuracy
 EW2294;SPC CA 5     -   575,040.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2294
 EW2294                          SUPERSEDED SURVEY CONTROL
 EW2294
 EW2294  NGVD 29 (??/??/92)  203.195  (m)          666.65   (f) ADJ UNCH    1 1
 EW2294
 EW2294.Superseded values are not recommended for survey control.
 EW2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2294.See file dsdata.txt to determine how the superseded data were derived.
 EW2294
 EW2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713825(NAD 83)
 EW2294_MARKER: S = SPIKE
 EW2294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2294_SP_SET: CURB
 EW2294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2294
 EW2294  HISTORY     - Date     Condition        Report By
 EW2294  HISTORY     - UNK      MONUMENTED       CA1980
 EW2294  HISTORY     - 1968     GOOD             CA1980
 EW2294
 EW2294                          STATION DESCRIPTION
 EW2294
 EW2294'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2294'IN LOS ANGELES.
 EW2294'WIRE SPIKE IN THE NORTH CURB OF EMELITA STREET, 16.5 FEET WEST
 EW2294'OF THE BEGINNING OF CURB RETURN WEST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2296 ***********************************************************************
 EW2296  DESIGNATION -  08 06302 C OF LA
 EW2296  PID         -  EW2296
 EW2296  STATE/COUNTY-  CA/LOS ANGELES
 EW2296  USGS QUAD   -  VAN NUYS (1972)
 EW2296
 EW2296                         *CURRENT SURVEY CONTROL
 EW2296  ___________________________________________________________________
 EW2296* NAD 83(1986)-  34 10 33.     (N)    118 23 47.     (W)     SCALED    
 EW2296* NAVD 88     -       203.85   (+/-2cm)     668.8    (feet)  VERTCON   
 EW2296  ___________________________________________________________________
 EW2296  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW2296  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2296
 EW2296.The horizontal coordinates were scaled from a topographic map and have
 EW2296.an estimated accuracy of +/- 6 seconds.
 EW2296
 EW2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2296.The vertical order pertains to the NGVD 29 superseded value.
 EW2296
 EW2296.The geoid height was determined by GEOID03.
 EW2296
 EW2296;                    North         East    Units  Estimated Accuracy
 EW2296;SPC CA 5     -   575,040.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2296
 EW2296                          SUPERSEDED SURVEY CONTROL
 EW2296
 EW2296  NGVD 29 (??/??/92)  203.07   (m)          666.2    (f) COMPUTED    1 1
 EW2296
 EW2296.Superseded values are not recommended for survey control.
 EW2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2296.See file dsdata.txt to determine how the superseded data were derived.
 EW2296
 EW2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713825(NAD 83)
 EW2296_MARKER: S = SPIKE
 EW2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2296_SP_SET: CURB
 EW2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2296
 EW2296  HISTORY     - Date     Condition        Report By
 EW2296  HISTORY     - UNK      MONUMENTED       RBNF
 EW2296  HISTORY     - 1975     GOOD             CA1980
 EW2296  HISTORY     - 1975     GOOD             CA1980
 EW2296
 EW2296                          STATION DESCRIPTION
 EW2296
 EW2296'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2296'IN LOS ANGELES.
 EW2296'WIRE SPIKE IN SOUTH CURB OF EMIZITA STREET 21 FEET WEST OF BOX CULVERT
 EW2296'CURB RETURN WEST OF LAUREL CANYON BLVD..
 EW2296
 EW2296                          STATION RECOVERY (1975)
 EW2296
 EW2296'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2289 ***********************************************************************
 EW2289  DESIGNATION -  08 06320 C OF LA
 EW2289  PID         -  EW2289
 EW2289  STATE/COUNTY-  CA/LOS ANGELES
 EW2289  USGS QUAD   -  VAN NUYS (1972)
 EW2289
 EW2289                         *CURRENT SURVEY CONTROL
 EW2289  ___________________________________________________________________
 EW2289* NAD 83(1986)-  34 10 40.     (N)    118 23 46.     (W)     SCALED    
 EW2289* NAVD 88     -       205.40   (+/-2cm)     673.9    (feet)  VERTCON   
 EW2289  ___________________________________________________________________
 EW2289  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EW2289  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2289
 EW2289.The horizontal coordinates were scaled from a topographic map and have
 EW2289.an estimated accuracy of +/- 6 seconds.
 EW2289
 EW2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2289.The vertical order pertains to the NGVD 29 superseded value.
 EW2289
 EW2289.The geoid height was determined by GEOID03.
 EW2289
 EW2289;                    North         East    Units  Estimated Accuracy
 EW2289;SPC CA 5     -   575,260.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2289
 EW2289                          SUPERSEDED SURVEY CONTROL
 EW2289
 EW2289  NGVD 29 (??/??/92)  204.617  (m)          671.31   (f) ADJ UNCH    1 1
 EW2289
 EW2289.Superseded values are not recommended for survey control.
 EW2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2289.See file dsdata.txt to determine how the superseded data were derived.
 EW2289
 EW2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713827(NAD 83)
 EW2289_MARKER: S = SPIKE
 EW2289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2289_SP_SET: CURB
 EW2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2289
 EW2289  HISTORY     - Date     Condition        Report By
 EW2289  HISTORY     - UNK      MONUMENTED       CA1980
 EW2289  HISTORY     - 1968     GOOD             CA1980
 EW2289
 EW2289                          STATION DESCRIPTION
 EW2289
 EW2289'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2289'IN LOS ANGELES.
 EW2289'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 5 FEET
 EW2289'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF TIARA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2297 ***********************************************************************
 EW2297  DESIGNATION -  08 06322 C OF LA
 EW2297  PID         -  EW2297
 EW2297  STATE/COUNTY-  CA/LOS ANGELES
 EW2297  USGS QUAD   -  VAN NUYS (1972)
 EW2297
 EW2297                         *CURRENT SURVEY CONTROL
 EW2297  ___________________________________________________________________
 EW2297* NAD 83(1986)-  34 10 40.     (N)    118 23 47.     (W)     SCALED    
 EW2297* NAVD 88     -       205.44   (+/-2cm)     674.0    (feet)  VERTCON   
 EW2297  ___________________________________________________________________
 EW2297  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EW2297  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2297
 EW2297.The horizontal coordinates were scaled from a topographic map and have
 EW2297.an estimated accuracy of +/- 6 seconds.
 EW2297
 EW2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2297.The vertical order pertains to the NGVD 29 superseded value.
 EW2297
 EW2297.The geoid height was determined by GEOID03.
 EW2297
 EW2297;                    North         East    Units  Estimated Accuracy
 EW2297;SPC CA 5     -   575,260.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2297
 EW2297                          SUPERSEDED SURVEY CONTROL
 EW2297
 EW2297  NGVD 29 (??/??/92)  204.65   (m)          671.4    (f) COMPUTED    1 1
 EW2297
 EW2297.Superseded values are not recommended for survey control.
 EW2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2297.See file dsdata.txt to determine how the superseded data were derived.
 EW2297
 EW2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713827(NAD 83)
 EW2297_MARKER: S = SPIKE
 EW2297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2297_SP_SET: CURB
 EW2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2297
 EW2297  HISTORY     - Date     Condition        Report By
 EW2297  HISTORY     - UNK      MONUMENTED       RBNF
 EW2297  HISTORY     - 1975     GOOD             CA1980
 EW2297  HISTORY     - 1975     GOOD             CA1980
 EW2297
 EW2297                          STATION DESCRIPTION
 EW2297
 EW2297'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2297'IN LOS ANGELES.
 EW2297'WIRE SPIKE IN EAST CURB OF LAUREL CANYON BLVD., 2 FEET SOUTH OF BOX
 EW2297'CULVERT CURB RETURN OF TIARA STREET.
 EW2297
 EW2297                          STATION RECOVERY (1975)
 EW2297
 EW2297'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2298 ***********************************************************************
 EW2298  DESIGNATION -  08 06340 C OF LA
 EW2298  PID         -  EW2298
 EW2298  STATE/COUNTY-  CA/LOS ANGELES
 EW2298  USGS QUAD   -  VAN NUYS (1972)
 EW2298
 EW2298                         *CURRENT SURVEY CONTROL
 EW2298  ___________________________________________________________________
 EW2298* NAD 83(1986)-  34 10 43.     (N)    118 23 47.     (W)     SCALED    
 EW2298* NAVD 88     -       206.47   (+/-2cm)     677.4    (feet)  VERTCON   
 EW2298  ___________________________________________________________________
 EW2298  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW2298  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2298
 EW2298.The horizontal coordinates were scaled from a topographic map and have
 EW2298.an estimated accuracy of +/- 6 seconds.
 EW2298
 EW2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2298.The vertical order pertains to the NGVD 29 superseded value.
 EW2298
 EW2298.The geoid height was determined by GEOID03.
 EW2298
 EW2298;                    North         East    Units  Estimated Accuracy
 EW2298;SPC CA 5     -   575,350.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2298
 EW2298                          SUPERSEDED SURVEY CONTROL
 EW2298
 EW2298  NGVD 29 (??/??/92)  205.684  (m)          674.81   (f) ADJ UNCH    1 1
 EW2298
 EW2298.Superseded values are not recommended for survey control.
 EW2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2298.See file dsdata.txt to determine how the superseded data were derived.
 EW2298
 EW2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713828(NAD 83)
 EW2298_MARKER: S = SPIKE
 EW2298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2298_SP_SET: CURB
 EW2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2298
 EW2298  HISTORY     - Date     Condition        Report By
 EW2298  HISTORY     - UNK      MONUMENTED       CA1980
 EW2298  HISTORY     - 1968     GOOD             CA1980
 EW2298
 EW2298                          STATION DESCRIPTION
 EW2298
 EW2298'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2298'IN LOS ANGELES.
 EW2298'WIRE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 5 FEET
 EW2298'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF OXNARD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2300 ***********************************************************************
 EW2300  DESIGNATION -  08 06420 C OF LA
 EW2300  PID         -  EW2300
 EW2300  STATE/COUNTY-  CA/LOS ANGELES
 EW2300  USGS QUAD   -  VAN NUYS (1972)
 EW2300
 EW2300                         *CURRENT SURVEY CONTROL
 EW2300  ___________________________________________________________________
 EW2300* NAD 83(1986)-  34 10 57.     (N)    118 23 47.     (W)     SCALED    
 EW2300* NAVD 88     -       207.66   (+/-2cm)     681.3    (feet)  VERTCON   
 EW2300  ___________________________________________________________________
 EW2300  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW2300  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2300
 EW2300.The horizontal coordinates were scaled from a topographic map and have
 EW2300.an estimated accuracy of +/- 6 seconds.
 EW2300
 EW2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2300.The vertical order pertains to the NGVD 29 superseded value.
 EW2300
 EW2300.The geoid height was determined by GEOID03.
 EW2300
 EW2300;                    North         East    Units  Estimated Accuracy
 EW2300;SPC CA 5     -   575,780.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2300
 EW2300                          SUPERSEDED SURVEY CONTROL
 EW2300
 EW2300  NGVD 29 (??/??/92)  206.883  (m)          678.75   (f) ADJ UNCH    1 1
 EW2300
 EW2300.Superseded values are not recommended for survey control.
 EW2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2300.See file dsdata.txt to determine how the superseded data were derived.
 EW2300
 EW2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713832(NAD 83)
 EW2300_MARKER: Z = SEE DESCRIPTION
 EW2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2300+STABILITY: SURFACE MOTION
 EW2300
 EW2300  HISTORY     - Date     Condition        Report By
 EW2300  HISTORY     - UNK      MONUMENTED       CA1980
 EW2300  HISTORY     - 1968     GOOD             CA1980
 EW2300
 EW2300                          STATION DESCRIPTION
 EW2300
 EW2300'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2300'IN LOS ANGELES.
 EW2300'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2300'LAUREL CANYON BOULEVARD AND ERWIN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2301 ***********************************************************************
 EW2301  DESIGNATION -  08 06450 C OF LA
 EW2301  PID         -  EW2301
 EW2301  STATE/COUNTY-  CA/LOS ANGELES
 EW2301  USGS QUAD   -  VAN NUYS (1972)
 EW2301
 EW2301                         *CURRENT SURVEY CONTROL
 EW2301  ___________________________________________________________________
 EW2301* NAD 83(1986)-  34 11 03.     (N)    118 23 47.     (W)     SCALED    
 EW2301* NAVD 88     -       210.32   (+/-2cm)     690.0    (feet)  VERTCON   
 EW2301  ___________________________________________________________________
 EW2301  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EW2301  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2301
 EW2301.The horizontal coordinates were scaled from a topographic map and have
 EW2301.an estimated accuracy of +/- 6 seconds.
 EW2301
 EW2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2301.The vertical order pertains to the NGVD 29 superseded value.
 EW2301
 EW2301.The geoid height was determined by GEOID03.
 EW2301
 EW2301;                    North         East    Units  Estimated Accuracy
 EW2301;SPC CA 5     -   575,960.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2301
 EW2301                          SUPERSEDED SURVEY CONTROL
 EW2301
 EW2301  NGVD 29 (??/??/92)  209.541  (m)          687.47   (f) ADJ UNCH    1 1
 EW2301
 EW2301.Superseded values are not recommended for survey control.
 EW2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2301.See file dsdata.txt to determine how the superseded data were derived.
 EW2301
 EW2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713834(NAD 83)
 EW2301_MARKER: S = SPIKE
 EW2301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2301_SP_SET: CURB
 EW2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2301
 EW2301  HISTORY     - Date     Condition        Report By
 EW2301  HISTORY     - UNK      MONUMENTED       CA1980
 EW2301  HISTORY     - 1968     GOOD             CA1980
 EW2301
 EW2301                          STATION DESCRIPTION
 EW2301
 EW2301'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2301'IN LOS ANGELES.
 EW2301'WIRE SPIKE IN THE NORTH CURB OF SYLVAN STREET, 0.5 FEET EAST
 EW2301'OF THE BEGINNING OF CURB RETURN EAST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2304 ***********************************************************************
 EW2304  DESIGNATION -  08 06479 C OF LA
 EW2304  PID         -  EW2304
 EW2304  STATE/COUNTY-  CA/LOS ANGELES
 EW2304  USGS QUAD   -  VAN NUYS (1972)
 EW2304
 EW2304                         *CURRENT SURVEY CONTROL
 EW2304  ___________________________________________________________________
 EW2304* NAD 83(1986)-  34 11 12.     (N)    118 23 47.     (W)     SCALED    
 EW2304* NAVD 88     -       211.19   (+/-2cm)     692.9    (feet)  VERTCON   
 EW2304  ___________________________________________________________________
 EW2304  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW2304  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2304
 EW2304.The horizontal coordinates were scaled from a topographic map and have
 EW2304.an estimated accuracy of +/- 6 seconds.
 EW2304
 EW2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2304.The vertical order pertains to the NGVD 29 superseded value.
 EW2304
 EW2304.The geoid height was determined by GEOID03.
 EW2304
 EW2304;                    North         East    Units  Estimated Accuracy
 EW2304;SPC CA 5     -   576,240.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2304
 EW2304                          SUPERSEDED SURVEY CONTROL
 EW2304
 EW2304  NGVD 29 (??/??/92)  210.408  (m)          690.31   (f) ADJ UNCH    1 1
 EW2304
 EW2304.Superseded values are not recommended for survey control.
 EW2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2304.See file dsdata.txt to determine how the superseded data were derived.
 EW2304
 EW2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713837(NAD 83)
 EW2304_MARKER: S = SPIKE
 EW2304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2304_SP_SET: CURB
 EW2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2304
 EW2304  HISTORY     - Date     Condition        Report By
 EW2304  HISTORY     - UNK      MONUMENTED       CA1980
 EW2304  HISTORY     - 1968     GOOD             CA1980
 EW2304
 EW2304                          STATION DESCRIPTION
 EW2304
 EW2304'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2304'IN LOS ANGELES.
 EW2304'WIRE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, AT THE
 EW2304'BEGINNING OF CURB RETURN SOUTH OF VICTORY BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2302 ***********************************************************************
 EW2302  DESIGNATION -  08 06482 C OF LA
 EW2302  PID         -  EW2302
 EW2302  STATE/COUNTY-  CA/LOS ANGELES
 EW2302  USGS QUAD   -  VAN NUYS (1972)
 EW2302
 EW2302                         *CURRENT SURVEY CONTROL
 EW2302  ___________________________________________________________________
 EW2302* NAD 83(1986)-  34 11 11.     (N)    118 23 47.     (W)     SCALED    
 EW2302* NAVD 88     -       211.65   (+/-2cm)     694.4    (feet)  VERTCON   
 EW2302  ___________________________________________________________________
 EW2302  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EW2302  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2302
 EW2302.The horizontal coordinates were scaled from a topographic map and have
 EW2302.an estimated accuracy of +/- 6 seconds.
 EW2302
 EW2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2302.The vertical order pertains to the NGVD 29 superseded value.
 EW2302
 EW2302.The geoid height was determined by GEOID03.
 EW2302
 EW2302;                    North         East    Units  Estimated Accuracy
 EW2302;SPC CA 5     -   576,210.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2302
 EW2302                          SUPERSEDED SURVEY CONTROL
 EW2302
 EW2302  NGVD 29 (??/??/92)  210.87   (m)          691.8    (f) COMPUTED    1 1
 EW2302
 EW2302.Superseded values are not recommended for survey control.
 EW2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2302.See file dsdata.txt to determine how the superseded data were derived.
 EW2302
 EW2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713837(NAD 83)
 EW2302_MARKER: S = SPIKE
 EW2302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2302_SP_SET: CATCH BASIN
 EW2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2302
 EW2302  HISTORY     - Date     Condition        Report By
 EW2302  HISTORY     - UNK      MONUMENTED       RBNF
 EW2302  HISTORY     - 1975     GOOD             CA1980
 EW2302  HISTORY     - 1975     GOOD             CA1980
 EW2302
 EW2302                          STATION DESCRIPTION
 EW2302
 EW2302'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2302'IN LOS ANGELES.
 EW2302'WIRE SPIKE 5 FEET NORTH OF NORTH CURBLINE OF VICTORY BLVD., 22 FEET
 EW2302'WEST OF BOX CULVERT CURB RETURN WEST OF LAUREL CANYON BLVD., IN THE
 EW2302'NORTHEAST CORNER OF CATCH BASIN.
 EW2302
 EW2302                          STATION RECOVERY (1975)
 EW2302
 EW2302'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2305 ***********************************************************************
 EW2305  DESIGNATION -  08 06495 C OF LA
 EW2305  PID         -  EW2305
 EW2305  STATE/COUNTY-  CA/LOS ANGELES
 EW2305  USGS QUAD   -  VAN NUYS (1972)
 EW2305
 EW2305                         *CURRENT SURVEY CONTROL
 EW2305  ___________________________________________________________________
 EW2305* NAD 83(1986)-  34 11 17.     (N)    118 23 48.     (W)     SCALED    
 EW2305* NAVD 88     -       213.19   (+/-2cm)     699.4    (feet)  VERTCON   
 EW2305  ___________________________________________________________________
 EW2305  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW2305  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2305
 EW2305.The horizontal coordinates were scaled from a topographic map and have
 EW2305.an estimated accuracy of +/- 6 seconds.
 EW2305
 EW2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2305.The vertical order pertains to the NGVD 29 superseded value.
 EW2305
 EW2305.The geoid height was determined by GEOID03.
 EW2305
 EW2305;                    North         East    Units  Estimated Accuracy
 EW2305;SPC CA 5     -   576,400.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2305
 EW2305                          SUPERSEDED SURVEY CONTROL
 EW2305
 EW2305  NGVD 29 (??/??/92)  212.411  (m)          696.89   (f) ADJ UNCH    1 1
 EW2305
 EW2305.Superseded values are not recommended for survey control.
 EW2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2305.See file dsdata.txt to determine how the superseded data were derived.
 EW2305
 EW2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713838(NAD 83)
 EW2305_MARKER: S = SPIKE
 EW2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2305_SP_SET: CURB
 EW2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2305
 EW2305  HISTORY     - Date     Condition        Report By
 EW2305  HISTORY     - UNK      MONUMENTED       CA1980
 EW2305  HISTORY     - 1968     GOOD             CA1980
 EW2305
 EW2305                          STATION DESCRIPTION
 EW2305
 EW2305'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2305'IN LOS ANGELES.
 EW2305'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 2 FEET
 EW2305'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF HAMLIN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2310 ***********************************************************************
 EW2310  DESIGNATION -  08 06511 C OF LA
 EW2310  PID         -  EW2310
 EW2310  STATE/COUNTY-  CA/LOS ANGELES
 EW2310  USGS QUAD   -  VAN NUYS (1972)
 EW2310
 EW2310                         *CURRENT SURVEY CONTROL
 EW2310  ___________________________________________________________________
 EW2310* NAD 83(1986)-  34 11 26.     (N)    118 23 47.     (W)     SCALED    
 EW2310* NAVD 88     -       215.39   (+/-2cm)     706.7    (feet)  VERTCON   
 EW2310  ___________________________________________________________________
 EW2310  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EW2310  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2310
 EW2310.The horizontal coordinates were scaled from a topographic map and have
 EW2310.an estimated accuracy of +/- 6 seconds.
 EW2310
 EW2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2310.The vertical order pertains to the NGVD 29 superseded value.
 EW2310
 EW2310.The geoid height was determined by GEOID03.
 EW2310
 EW2310;                    North         East    Units  Estimated Accuracy
 EW2310;SPC CA 5     -   576,670.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2310
 EW2310                          SUPERSEDED SURVEY CONTROL
 EW2310
 EW2310  NGVD 29 (??/??/92)  214.613  (m)          704.11   (f) ADJ UNCH    1 1
 EW2310
 EW2310.Superseded values are not recommended for survey control.
 EW2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2310.See file dsdata.txt to determine how the superseded data were derived.
 EW2310
 EW2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713841(NAD 83)
 EW2310_MARKER: S = SPIKE
 EW2310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2310_SP_SET: CURB
 EW2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2310
 EW2310  HISTORY     - Date     Condition        Report By
 EW2310  HISTORY     - UNK      MONUMENTED       CA1980
 EW2310  HISTORY     - 1968     GOOD             CA1980
 EW2310
 EW2310                          STATION DESCRIPTION
 EW2310
 EW2310'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2310'IN LOS ANGELES.
 EW2310'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 32 FEET
 EW2310'SOUTH OF THE SOUTH CURB LINE OF KITTRIDGE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2311 ***********************************************************************
 EW2311  DESIGNATION -  08 06540 C OF LA
 EW2311  PID         -  EW2311
 EW2311  STATE/COUNTY-  CA/LOS ANGELES
 EW2311  USGS QUAD   -  VAN NUYS (1972)
 EW2311
 EW2311                         *CURRENT SURVEY CONTROL
 EW2311  ___________________________________________________________________
 EW2311* NAD 83(1986)-  34 11 26.     (N)    118 23 47.     (W)     SCALED    
 EW2311* NAVD 88     -       215.25   (+/-2cm)     706.2    (feet)  VERTCON   
 EW2311  ___________________________________________________________________
 EW2311  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EW2311  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2311
 EW2311.The horizontal coordinates were scaled from a topographic map and have
 EW2311.an estimated accuracy of +/- 6 seconds.
 EW2311
 EW2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2311.The vertical order pertains to the NGVD 29 superseded value.
 EW2311
 EW2311.The geoid height was determined by GEOID03.
 EW2311
 EW2311;                    North         East    Units  Estimated Accuracy
 EW2311;SPC CA 5     -   576,670.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2311
 EW2311                          SUPERSEDED SURVEY CONTROL
 EW2311
 EW2311  NGVD 29 (??/??/92)  214.474  (m)          703.65   (f) ADJ UNCH    1 1
 EW2311
 EW2311.Superseded values are not recommended for survey control.
 EW2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2311.See file dsdata.txt to determine how the superseded data were derived.
 EW2311
 EW2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713841(NAD 83)
 EW2311_MARKER: Z = SEE DESCRIPTION
 EW2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2311+STABILITY: SURFACE MOTION
 EW2311
 EW2311  HISTORY     - Date     Condition        Report By
 EW2311  HISTORY     - UNK      MONUMENTED       CA1980
 EW2311  HISTORY     - 1968     GOOD             CA1980
 EW2311
 EW2311                          STATION DESCRIPTION
 EW2311
 EW2311'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2311'IN LOS ANGELES.
 EW2311'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2311'LAUREL CANYON BOULEVARD AND KITTRIDGE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2306 ***********************************************************************
 EW2306  DESIGNATION -  08 06571 C OF LA
 EW2306  PID         -  EW2306
 EW2306  STATE/COUNTY-  CA/LOS ANGELES
 EW2306  USGS QUAD   -  VAN NUYS (1972)
 EW2306
 EW2306                         *CURRENT SURVEY CONTROL
 EW2306  ___________________________________________________________________
 EW2306* NAD 83(1986)-  34 11 32.     (N)    118 23 47.     (W)     SCALED    
 EW2306* NAVD 88     -       217.22   (+/-2cm)     712.7    (feet)  VERTCON   
 EW2306  ___________________________________________________________________
 EW2306  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EW2306  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2306
 EW2306.The horizontal coordinates were scaled from a topographic map and have
 EW2306.an estimated accuracy of +/- 6 seconds.
 EW2306
 EW2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2306.The vertical order pertains to the NGVD 29 superseded value.
 EW2306
 EW2306.The geoid height was determined by GEOID03.
 EW2306
 EW2306;                    North         East    Units  Estimated Accuracy
 EW2306;SPC CA 5     -   576,860.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2306
 EW2306                          SUPERSEDED SURVEY CONTROL
 EW2306
 EW2306  NGVD 29 (??/??/92)  216.437  (m)          710.09   (f) ADJ UNCH    1 1
 EW2306
 EW2306.Superseded values are not recommended for survey control.
 EW2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2306.See file dsdata.txt to determine how the superseded data were derived.
 EW2306
 EW2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713843(NAD 83)
 EW2306_MARKER: S = SPIKE
 EW2306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2306_SP_SET: CURB
 EW2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2306
 EW2306  HISTORY     - Date     Condition        Report By
 EW2306  HISTORY     - UNK      MONUMENTED       CA1980
 EW2306  HISTORY     - 1968     GOOD             CA1980
 EW2306
 EW2306                          STATION DESCRIPTION
 EW2306
 EW2306'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2306'IN LOS ANGELES.
 EW2306'WIRE SPIKE IN THE SOUTH CURB OF ARCHWOOD STREET, 2.5 FEET WEST
 EW2306'OF THE BEGINNING OF CURB RETURN WEST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2307 ***********************************************************************
 EW2307  DESIGNATION -  08 06600 C OF LA
 EW2307  PID         -  EW2307
 EW2307  STATE/COUNTY-  CA/LOS ANGELES
 EW2307  USGS QUAD   -  VAN NUYS (1972)
 EW2307
 EW2307                         *CURRENT SURVEY CONTROL
 EW2307  ___________________________________________________________________
 EW2307* NAD 83(1986)-  34 11 37.     (N)    118 23 47.     (W)     SCALED    
 EW2307* NAVD 88     -       220.01   (+/-2cm)     721.8    (feet)  VERTCON   
 EW2307  ___________________________________________________________________
 EW2307  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW2307  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2307
 EW2307.The horizontal coordinates were scaled from a topographic map and have
 EW2307.an estimated accuracy of +/- 6 seconds.
 EW2307
 EW2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2307.The vertical order pertains to the NGVD 29 superseded value.
 EW2307
 EW2307.The geoid height was determined by GEOID03.
 EW2307
 EW2307;                    North         East    Units  Estimated Accuracy
 EW2307;SPC CA 5     -   577,010.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2307
 EW2307                          SUPERSEDED SURVEY CONTROL
 EW2307
 EW2307  NGVD 29 (??/??/92)  219.230  (m)          719.26   (f) ADJ UNCH    1 1
 EW2307
 EW2307.Superseded values are not recommended for survey control.
 EW2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2307.See file dsdata.txt to determine how the superseded data were derived.
 EW2307
 EW2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713845(NAD 83)
 EW2307_MARKER: S = SPIKE
 EW2307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2307_SP_SET: CURB
 EW2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2307
 EW2307  HISTORY     - Date     Condition        Report By
 EW2307  HISTORY     - UNK      MONUMENTED       CA1980
 EW2307  HISTORY     - 1968     GOOD             CA1980
 EW2307
 EW2307                          STATION DESCRIPTION
 EW2307
 EW2307'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2307'IN LOS ANGELES.
 EW2307'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 3 FEET
 EW2307'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF VANOWEN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2317 ***********************************************************************
 EW2317  DESIGNATION -  08 06660 C OF LA
 EW2317  PID         -  EW2317
 EW2317  STATE/COUNTY-  CA/LOS ANGELES
 EW2317  USGS QUAD   -  VAN NUYS (1972)
 EW2317
 EW2317                         *CURRENT SURVEY CONTROL
 EW2317  ___________________________________________________________________
 EW2317* NAD 83(1986)-  34 11 51.     (N)    118 23 47.     (W)     SCALED    
 EW2317* NAVD 88     -       223.78   (+/-2cm)     734.2    (feet)  VERTCON   
 EW2317  ___________________________________________________________________
 EW2317  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EW2317  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2317
 EW2317.The horizontal coordinates were scaled from a topographic map and have
 EW2317.an estimated accuracy of +/- 6 seconds.
 EW2317
 EW2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2317.The vertical order pertains to the NGVD 29 superseded value.
 EW2317
 EW2317.The geoid height was determined by GEOID03.
 EW2317
 EW2317;                    North         East    Units  Estimated Accuracy
 EW2317;SPC CA 5     -   577,440.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2317
 EW2317                          SUPERSEDED SURVEY CONTROL
 EW2317
 EW2317  NGVD 29 (??/??/92)  223.003  (m)          731.64   (f) ADJ UNCH    1 1
 EW2317
 EW2317.Superseded values are not recommended for survey control.
 EW2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2317.See file dsdata.txt to determine how the superseded data were derived.
 EW2317
 EW2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713849(NAD 83)
 EW2317_MARKER: S = SPIKE
 EW2317_SETTING: 0 = UNSPECIFIED SETTING
 EW2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2317
 EW2317  HISTORY     - Date     Condition        Report By
 EW2317  HISTORY     - UNK      MONUMENTED       CA1980
 EW2317  HISTORY     - 1968     GOOD             CA1980
 EW2317
 EW2317                          STATION DESCRIPTION
 EW2317
 EW2317'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2317'IN LOS ANGELES.
 EW2317'WIRE SPIKE IN LAUREL CANYON BOULEVARD, 14.6 FEET EAST OF THE
 EW2317'CENTER LINE AND 0.3 FEET WEST OF THE EAST EDGE OF THE CONCRETE
 EW2317'PAVEMENT, 14.6 FEET SOUTH OF THE CENTER LINE OF HART STREET FROM
 EW2317'THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2318 ***********************************************************************
 EW2318  DESIGNATION -  08 06661 C OF LA
 EW2318  PID         -  EW2318
 EW2318  STATE/COUNTY-  CA/LOS ANGELES
 EW2318  USGS QUAD   -  VAN NUYS (1972)
 EW2318
 EW2318                         *CURRENT SURVEY CONTROL
 EW2318  ___________________________________________________________________
 EW2318* NAD 83(1986)-  34 11 51.     (N)    118 23 47.     (W)     SCALED    
 EW2318* NAVD 88     -       223.61   (+/-2cm)     733.6    (feet)  VERTCON   
 EW2318  ___________________________________________________________________
 EW2318  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EW2318  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2318
 EW2318.The horizontal coordinates were scaled from a topographic map and have
 EW2318.an estimated accuracy of +/- 6 seconds.
 EW2318
 EW2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2318.The vertical order pertains to the NGVD 29 superseded value.
 EW2318
 EW2318.The geoid height was determined by GEOID03.
 EW2318
 EW2318;                    North         East    Units  Estimated Accuracy
 EW2318;SPC CA 5     -   577,440.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2318
 EW2318                          SUPERSEDED SURVEY CONTROL
 EW2318
 EW2318  NGVD 29 (??/??/92)  222.829  (m)          731.06   (f) ADJ UNCH    1 1
 EW2318
 EW2318.Superseded values are not recommended for survey control.
 EW2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2318.See file dsdata.txt to determine how the superseded data were derived.
 EW2318
 EW2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713849(NAD 83)
 EW2318_MARKER: Z = SEE DESCRIPTION
 EW2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2318+STABILITY: SURFACE MOTION
 EW2318
 EW2318  HISTORY     - Date     Condition        Report By
 EW2318  HISTORY     - UNK      MONUMENTED       CA1980
 EW2318  HISTORY     - 1968     GOOD             CA1980
 EW2318
 EW2318                          STATION DESCRIPTION
 EW2318
 EW2318'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2318'IN LOS ANGELES.
 EW2318'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2318'LAUREL CANYON BOULEVARD AND HART STREET TO THE WEST.  (RESET
 EW2318'60-60).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2319 ***********************************************************************
 EW2319  DESIGNATION -  08 06673 C OF LA
 EW2319  PID         -  EW2319
 EW2319  STATE/COUNTY-  CA/LOS ANGELES
 EW2319  USGS QUAD   -  VAN NUYS (1972)
 EW2319
 EW2319                         *CURRENT SURVEY CONTROL
 EW2319  ___________________________________________________________________
 EW2319* NAD 83(1986)-  34 11 55.     (N)    118 23 47.     (W)     SCALED    
 EW2319* NAVD 88     -       226.35   (+/-2cm)     742.6    (feet)  VERTCON   
 EW2319  ___________________________________________________________________
 EW2319  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EW2319  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2319
 EW2319.The horizontal coordinates were scaled from a topographic map and have
 EW2319.an estimated accuracy of +/- 6 seconds.
 EW2319
 EW2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2319.The vertical order pertains to the NGVD 29 superseded value.
 EW2319
 EW2319.The geoid height was determined by GEOID03.
 EW2319
 EW2319;                    North         East    Units  Estimated Accuracy
 EW2319;SPC CA 5     -   577,570.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2319
 EW2319                          SUPERSEDED SURVEY CONTROL
 EW2319
 EW2319  NGVD 29 (??/??/92)  225.568  (m)          740.05   (f) ADJ UNCH    1 1
 EW2319
 EW2319.Superseded values are not recommended for survey control.
 EW2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2319.See file dsdata.txt to determine how the superseded data were derived.
 EW2319
 EW2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713850(NAD 83)
 EW2319_MARKER: S = SPIKE
 EW2319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2319_SP_SET: CURB
 EW2319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2319
 EW2319  HISTORY     - Date     Condition        Report By
 EW2319  HISTORY     - UNK      MONUMENTED       CA1980
 EW2319  HISTORY     - 1968     GOOD             CA1980
 EW2319
 EW2319                          STATION DESCRIPTION
 EW2319
 EW2319'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2319'IN LOS ANGELES.
 EW2319'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 37 FEET
 EW2319'SOUTH OF THE CENTER LINE OF THE MAIN DOORWAY TO FIRE STATION
 EW2319'89, IN THE SOUTH END OF A CATCH BASIN, ABOUT 600 FEET NORTH
 EW2319'OF HART STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2326 ***********************************************************************
 EW2326  DESIGNATION -  08 06725 C OF LA
 EW2326  PID         -  EW2326
 EW2326  STATE/COUNTY-  CA/LOS ANGELES
 EW2326  USGS QUAD   -  VAN NUYS (1972)
 EW2326
 EW2326                         *CURRENT SURVEY CONTROL
 EW2326  ___________________________________________________________________
 EW2326* NAD 83(1986)-  34 12 11.     (N)    118 23 48.     (W)     SCALED    
 EW2326* NAVD 88     -       230.79   (+/-2cm)     757.2    (feet)  VERTCON   
 EW2326  ___________________________________________________________________
 EW2326  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 EW2326  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2326
 EW2326.The horizontal coordinates were scaled from a topographic map and have
 EW2326.an estimated accuracy of +/- 6 seconds.
 EW2326
 EW2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2326.The vertical order pertains to the NGVD 29 superseded value.
 EW2326
 EW2326.The geoid height was determined by GEOID03.
 EW2326
 EW2326;                    North         East    Units  Estimated Accuracy
 EW2326;SPC CA 5     -   578,060.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2326
 EW2326                          SUPERSEDED SURVEY CONTROL
 EW2326
 EW2326  NGVD 29 (??/??/92)  230.008  (m)          754.62   (f) ADJ UNCH    1 1
 EW2326
 EW2326.Superseded values are not recommended for survey control.
 EW2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2326.See file dsdata.txt to determine how the superseded data were derived.
 EW2326
 EW2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713855(NAD 83)
 EW2326_MARKER: B = BOLT
 EW2326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2326_SP_SET: CATCH BASIN
 EW2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2326
 EW2326  HISTORY     - Date     Condition        Report By
 EW2326  HISTORY     - UNK      MONUMENTED       CA1980
 EW2326  HISTORY     - 1968     GOOD             CA1980
 EW2326
 EW2326                          STATION DESCRIPTION
 EW2326
 EW2326'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2326'IN LOS ANGELES.
 EW2326'BOLT 3.9 FEET WEST OF WEST CURB LINE OF LAUREL CANYON BOULEVARD,
 EW2326'0.18 MILES NORTH OF SHERMAN WAY, 45 FEET SOUTH OF POWER POLE
 EW2326'208288M, IN THE TOP OF A CATCH BASIN, AT ITS NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2327 ***********************************************************************
 EW2327  DESIGNATION -  08 06742 C OF LA
 EW2327  PID         -  EW2327
 EW2327  STATE/COUNTY-  CA/LOS ANGELES
 EW2327  USGS QUAD   -  VAN NUYS (1972)
 EW2327
 EW2327                         *CURRENT SURVEY CONTROL
 EW2327  ___________________________________________________________________
 EW2327* NAD 83(1986)-  34 12 16.     (N)    118 23 48.     (W)     SCALED    
 EW2327* NAVD 88     -       232.41   (+/-2cm)     762.5    (feet)  VERTCON   
 EW2327  ___________________________________________________________________
 EW2327  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 EW2327  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2327
 EW2327.The horizontal coordinates were scaled from a topographic map and have
 EW2327.an estimated accuracy of +/- 6 seconds.
 EW2327
 EW2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2327.The vertical order pertains to the NGVD 29 superseded value.
 EW2327
 EW2327.The geoid height was determined by GEOID03.
 EW2327
 EW2327;                    North         East    Units  Estimated Accuracy
 EW2327;SPC CA 5     -   578,210.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2327
 EW2327                          SUPERSEDED SURVEY CONTROL
 EW2327
 EW2327  NGVD 29 (??/??/92)  231.628  (m)          759.93   (f) ADJ UNCH    1 1
 EW2327
 EW2327.Superseded values are not recommended for survey control.
 EW2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2327.See file dsdata.txt to determine how the superseded data were derived.
 EW2327
 EW2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713857(NAD 83)
 EW2327_MARKER: Z = SEE DESCRIPTION
 EW2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2327+STABILITY: SURFACE MOTION
 EW2327
 EW2327  HISTORY     - Date     Condition        Report By
 EW2327  HISTORY     - UNK      MONUMENTED       CA1980
 EW2327  HISTORY     - 1968     GOOD             CA1980
 EW2327
 EW2327                          STATION DESCRIPTION
 EW2327
 EW2327'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2327'IN LOS ANGELES.
 EW2327'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2327'LAUREL CANYON BOULEVARD AND VALERIO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2328 ***********************************************************************
 EW2328  DESIGNATION -  08 06753 C OF LA
 EW2328  PID         -  EW2328
 EW2328  STATE/COUNTY-  CA/LOS ANGELES
 EW2328  USGS QUAD   -  VAN NUYS (1972)
 EW2328
 EW2328                         *CURRENT SURVEY CONTROL
 EW2328  ___________________________________________________________________
 EW2328* NAD 83(1986)-  34 12 20.     (N)    118 23 47.     (W)     SCALED    
 EW2328* NAVD 88     -       233.73   (+/-2cm)     766.8    (feet)  VERTCON   
 EW2328  ___________________________________________________________________
 EW2328  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EW2328  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2328
 EW2328.The horizontal coordinates were scaled from a topographic map and have
 EW2328.an estimated accuracy of +/- 6 seconds.
 EW2328
 EW2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2328.The vertical order pertains to the NGVD 29 superseded value.
 EW2328
 EW2328.The geoid height was determined by GEOID03.
 EW2328
 EW2328;                    North         East    Units  Estimated Accuracy
 EW2328;SPC CA 5     -   578,340.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2328
 EW2328                          SUPERSEDED SURVEY CONTROL
 EW2328
 EW2328  NGVD 29 (??/??/92)  232.955  (m)          764.29   (f) ADJ UNCH    1 1
 EW2328
 EW2328.Superseded values are not recommended for survey control.
 EW2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2328.See file dsdata.txt to determine how the superseded data were derived.
 EW2328
 EW2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713858(NAD 83)
 EW2328_MARKER: S = SPIKE
 EW2328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2328_SP_SET: CURB
 EW2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2328
 EW2328  HISTORY     - Date     Condition        Report By
 EW2328  HISTORY     - UNK      MONUMENTED       CA1980
 EW2328  HISTORY     - 1968     GOOD             CA1980
 EW2328
 EW2328                          STATION DESCRIPTION
 EW2328
 EW2328'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2328'IN LOS ANGELES.
 EW2328'WIRE SPIKE IN THE NORTH CURB OF RUNNYMEDE STREET, 4 FEET EAST
 EW2328'OF THE BEGINNING OF CURB RETURN EAST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2329 ***********************************************************************
 EW2329  DESIGNATION -  08 06781 C OF LA
 EW2329  PID         -  EW2329
 EW2329  STATE/COUNTY-  CA/LOS ANGELES
 EW2329  USGS QUAD   -  VAN NUYS (1972)
 EW2329
 EW2329                         *CURRENT SURVEY CONTROL
 EW2329  ___________________________________________________________________
 EW2329* NAD 83(1986)-  34 12 30.     (N)    118 23 48.     (W)     SCALED    
 EW2329* NAVD 88     -       236.81   (+/-2cm)     776.9    (feet)  VERTCON   
 EW2329  ___________________________________________________________________
 EW2329  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EW2329  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2329
 EW2329.The horizontal coordinates were scaled from a topographic map and have
 EW2329.an estimated accuracy of +/- 6 seconds.
 EW2329
 EW2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2329.The vertical order pertains to the NGVD 29 superseded value.
 EW2329
 EW2329.The geoid height was determined by GEOID03.
 EW2329
 EW2329;                    North         East    Units  Estimated Accuracy
 EW2329;SPC CA 5     -   578,640.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2329
 EW2329                          SUPERSEDED SURVEY CONTROL
 EW2329
 EW2329  NGVD 29 (??/??/92)  236.025  (m)          774.36   (f) ADJ UNCH    1 1
 EW2329
 EW2329.Superseded values are not recommended for survey control.
 EW2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2329.See file dsdata.txt to determine how the superseded data were derived.
 EW2329
 EW2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713861(NAD 83)
 EW2329_MARKER: S = SPIKE
 EW2329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2329_SP_SET: CURB
 EW2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2329
 EW2329  HISTORY     - Date     Condition        Report By
 EW2329  HISTORY     - UNK      MONUMENTED       CA1980
 EW2329  HISTORY     - 1968     GOOD             CA1980
 EW2329
 EW2329                          STATION DESCRIPTION
 EW2329
 EW2329'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2329'IN LOS ANGELES.
 EW2329'WIRE SPIKE IN THE WEST CURB OF LAUREL CANYON BOULEVARD, 2 FEET
 EW2329'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF SATICOY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2331 ***********************************************************************
 EW2331  DESIGNATION -  08 06810 C OF LA
 EW2331  PID         -  EW2331
 EW2331  STATE/COUNTY-  CA/LOS ANGELES
 EW2331  USGS QUAD   -  VAN NUYS (1972)
 EW2331
 EW2331                         *CURRENT SURVEY CONTROL
 EW2331  ___________________________________________________________________
 EW2331* NAD 83(1986)-  34 12 37.     (N)    118 23 47.     (W)     SCALED    
 EW2331* NAVD 88     -       239.16   (+/-2cm)     784.6    (feet)  VERTCON   
 EW2331  ___________________________________________________________________
 EW2331  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW2331  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2331
 EW2331.The horizontal coordinates were scaled from a topographic map and have
 EW2331.an estimated accuracy of +/- 6 seconds.
 EW2331
 EW2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2331.The vertical order pertains to the NGVD 29 superseded value.
 EW2331
 EW2331.The geoid height was determined by GEOID03.
 EW2331
 EW2331;                    North         East    Units  Estimated Accuracy
 EW2331;SPC CA 5     -   578,860.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2331
 EW2331                          SUPERSEDED SURVEY CONTROL
 EW2331
 EW2331  NGVD 29 (??/??/92)  238.378  (m)          782.08   (f) ADJ UNCH    1 1
 EW2331
 EW2331.Superseded values are not recommended for survey control.
 EW2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2331.See file dsdata.txt to determine how the superseded data were derived.
 EW2331
 EW2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713863(NAD 83)
 EW2331_MARKER: S = SPIKE
 EW2331_SETTING: 0 = UNSPECIFIED SETTING
 EW2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2331
 EW2331  HISTORY     - Date     Condition        Report By
 EW2331  HISTORY     - UNK      MONUMENTED       CA1980
 EW2331  HISTORY     - 1968     GOOD             CA1980
 EW2331
 EW2331                          STATION DESCRIPTION
 EW2331
 EW2331'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2331'IN LOS ANGELES.
 EW2331'WIRE SPIKE IN LAUREL CANYON BOULEVARD, 9 FEET WEST OF THE CENTER
 EW2331'LINE AND 0.7 FEET EAST OF THE WEST EDGE OF THE CONCRETE PAVEMENT,
 EW2331'9 FEET NORTH OF THE CENTER LINE OF KESWICK STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2342 ***********************************************************************
 EW2342  DESIGNATION -  08 06812 C OF LA
 EW2342  PID         -  EW2342
 EW2342  STATE/COUNTY-  CA/LOS ANGELES
 EW2342  USGS QUAD   -  VAN NUYS (1972)
 EW2342
 EW2342                         *CURRENT SURVEY CONTROL
 EW2342  ___________________________________________________________________
 EW2342* NAD 83(1986)-  34 12 37.     (N)    118 23 47.     (W)     SCALED    
 EW2342* NAVD 88     -       239.34   (+/-2cm)     785.2    (feet)  VERTCON   
 EW2342  ___________________________________________________________________
 EW2342  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW2342  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2342
 EW2342.The horizontal coordinates were scaled from a topographic map and have
 EW2342.an estimated accuracy of +/- 6 seconds.
 EW2342
 EW2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2342.The vertical order pertains to the NGVD 29 superseded value.
 EW2342
 EW2342.The geoid height was determined by GEOID03.
 EW2342
 EW2342;                    North         East    Units  Estimated Accuracy
 EW2342;SPC CA 5     -   578,860.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2342
 EW2342                          SUPERSEDED SURVEY CONTROL
 EW2342
 EW2342  NGVD 29 (??/??/92)  238.555  (m)          782.66   (f) ADJ UNCH    1 1
 EW2342
 EW2342.Superseded values are not recommended for survey control.
 EW2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2342.See file dsdata.txt to determine how the superseded data were derived.
 EW2342
 EW2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713863(NAD 83)
 EW2342_MARKER: B = BOLT
 EW2342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2342_SP_SET: CURB
 EW2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2342
 EW2342  HISTORY     - Date     Condition        Report By
 EW2342  HISTORY     - UNK      MONUMENTED       CA1980
 EW2342  HISTORY     - 1968     GOOD             CA1980
 EW2342
 EW2342                          STATION DESCRIPTION
 EW2342
 EW2342'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2342'IN LOS ANGELES.
 EW2342'BOLT IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 5 FEET NORTH
 EW2342'OF THE BEGINNING OF CURB RETURN NORTH OF KESWICK STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2340 ***********************************************************************
 EW2340  DESIGNATION -  08 06840 C OF LA
 EW2340  PID         -  EW2340
 EW2340  STATE/COUNTY-  CA/LOS ANGELES
 EW2340  USGS QUAD   -  VAN NUYS (1972)
 EW2340
 EW2340                         *CURRENT SURVEY CONTROL
 EW2340  ___________________________________________________________________
 EW2340* NAD 83(1986)-  34 12 43.     (N)    118 23 48.     (W)     SCALED    
 EW2340* NAVD 88     -       241.57   (+/-2cm)     792.6    (feet)  VERTCON   
 EW2340  ___________________________________________________________________
 EW2340  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW2340  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2340
 EW2340.The horizontal coordinates were scaled from a topographic map and have
 EW2340.an estimated accuracy of +/- 6 seconds.
 EW2340
 EW2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2340.The vertical order pertains to the NGVD 29 superseded value.
 EW2340
 EW2340.The geoid height was determined by GEOID03.
 EW2340
 EW2340;                    North         East    Units  Estimated Accuracy
 EW2340;SPC CA 5     -   579,050.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2340
 EW2340                          SUPERSEDED SURVEY CONTROL
 EW2340
 EW2340  NGVD 29 (??/??/92)  240.787  (m)          789.98   (f) ADJ UNCH    1 1
 EW2340
 EW2340.Superseded values are not recommended for survey control.
 EW2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2340.See file dsdata.txt to determine how the superseded data were derived.
 EW2340
 EW2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713865(NAD 83)
 EW2340_MARKER: S = SPIKE
 EW2340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2340_SP_SET: CURB
 EW2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2340
 EW2340  HISTORY     - Date     Condition        Report By
 EW2340  HISTORY     - UNK      MONUMENTED       CA1980
 EW2340  HISTORY     - 1968     GOOD             CA1980
 EW2340
 EW2340                          STATION DESCRIPTION
 EW2340
 EW2340'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2340'IN LOS ANGELES.
 EW2340'WIRE SPIKE IN THE NORTH CURB OF STAGG STREET, 10 FEET WEST OF
 EW2340'THE BEGINNING OF CURB RETURN WEST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2332 ***********************************************************************
 EW2332  DESIGNATION -  08 06855 C OF LA
 EW2332  PID         -  EW2332
 EW2332  STATE/COUNTY-  CA/LOS ANGELES
 EW2332  USGS QUAD   -  VAN NUYS (1972)
 EW2332
 EW2332                         *CURRENT SURVEY CONTROL
 EW2332  ___________________________________________________________________
 EW2332* NAD 83(1986)-  34 12 51.     (N)    118 23 47.     (W)     SCALED    
 EW2332* NAVD 88     -       243.59   (+/-2cm)     799.2    (feet)  VERTCON   
 EW2332  ___________________________________________________________________
 EW2332  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EW2332  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2332
 EW2332.The horizontal coordinates were scaled from a topographic map and have
 EW2332.an estimated accuracy of +/- 6 seconds.
 EW2332
 EW2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2332.The vertical order pertains to the NGVD 29 superseded value.
 EW2332
 EW2332.The geoid height was determined by GEOID03.
 EW2332
 EW2332;                    North         East    Units  Estimated Accuracy
 EW2332;SPC CA 5     -   579,290.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2332
 EW2332                          SUPERSEDED SURVEY CONTROL
 EW2332
 EW2332  NGVD 29 (??/??/92)  242.807  (m)          796.61   (f) ADJ UNCH    1 1
 EW2332
 EW2332.Superseded values are not recommended for survey control.
 EW2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2332.See file dsdata.txt to determine how the superseded data were derived.
 EW2332
 EW2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713867(NAD 83)
 EW2332_MARKER: S = SPIKE
 EW2332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2332_SP_SET: CURB
 EW2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2332
 EW2332  HISTORY     - Date     Condition        Report By
 EW2332  HISTORY     - UNK      MONUMENTED       CA1980
 EW2332  HISTORY     - 1968     GOOD             CA1980
 EW2332
 EW2332                          STATION DESCRIPTION
 EW2332
 EW2332'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2332'IN LOS ANGELES.
 EW2332'SQUARE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 3 FEET
 EW2332'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF ARMINTA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2333 ***********************************************************************
 EW2333  DESIGNATION -  08 06869 C OF LA
 EW2333  PID         -  EW2333
 EW2333  STATE/COUNTY-  CA/LOS ANGELES
 EW2333  USGS QUAD   -  VAN NUYS (1972)
 EW2333
 EW2333                         *CURRENT SURVEY CONTROL
 EW2333  ___________________________________________________________________
 EW2333* NAD 83(1986)-  34 12 58.     (N)    118 23 47.     (W)     SCALED    
 EW2333* NAVD 88     -       245.91   (+/-2cm)     806.8    (feet)  VERTCON   
 EW2333  ___________________________________________________________________
 EW2333  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EW2333  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2333
 EW2333.The horizontal coordinates were scaled from a topographic map and have
 EW2333.an estimated accuracy of +/- 6 seconds.
 EW2333
 EW2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2333.The vertical order pertains to the NGVD 29 superseded value.
 EW2333
 EW2333.The geoid height was determined by GEOID03.
 EW2333
 EW2333;                    North         East    Units  Estimated Accuracy
 EW2333;SPC CA 5     -   579,510.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2333
 EW2333                          SUPERSEDED SURVEY CONTROL
 EW2333
 EW2333  NGVD 29 (??/??/92)  245.124  (m)          804.21   (f) ADJ UNCH    1 1
 EW2333
 EW2333.Superseded values are not recommended for survey control.
 EW2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2333.See file dsdata.txt to determine how the superseded data were derived.
 EW2333
 EW2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713870(NAD 83)
 EW2333_MARKER: S = SPIKE
 EW2333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2333_SP_SET: CURB
 EW2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2333
 EW2333  HISTORY     - Date     Condition        Report By
 EW2333  HISTORY     - UNK      MONUMENTED       CA1980
 EW2333  HISTORY     - 1968     GOOD             CA1980
 EW2333
 EW2333                          STATION DESCRIPTION
 EW2333
 EW2333'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2333'IN LOS ANGELES.
 EW2333'WIRE SPIKE IN THE SOUTHWEST RETURN OF THE INTERSECTION OF LAUREL
 EW2333'CANYON BOULEVARD AND STRATHERN STREET, IN THE WEST CURB OF
 EW2333'LAUREL CANYON BOULEVARD, 2 FEET NORTH OF THE BEGINNING OF
 EW2333'CURB RETURN SOUTH OF STRATHERN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2343 ***********************************************************************
 EW2343  DESIGNATION -  08 06900 C OF LA
 EW2343  PID         -  EW2343
 EW2343  STATE/COUNTY-  CA/LOS ANGELES
 EW2343  USGS QUAD   -  VAN NUYS (1972)
 EW2343
 EW2343                         *CURRENT SURVEY CONTROL
 EW2343  ___________________________________________________________________
 EW2343* NAD 83(1986)-  34 13 09.     (N)    118 23 47.     (W)     SCALED    
 EW2343* NAVD 88     -       249.93   (+/-2cm)     820.0    (feet)  VERTCON   
 EW2343  ___________________________________________________________________
 EW2343  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EW2343  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2343
 EW2343.The horizontal coordinates were scaled from a topographic map and have
 EW2343.an estimated accuracy of +/- 6 seconds.
 EW2343
 EW2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2343.The vertical order pertains to the NGVD 29 superseded value.
 EW2343
 EW2343.The geoid height was determined by GEOID03.
 EW2343
 EW2343;                    North         East    Units  Estimated Accuracy
 EW2343;SPC CA 5     -   579,850.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2343
 EW2343                          SUPERSEDED SURVEY CONTROL
 EW2343
 EW2343  NGVD 29 (??/??/92)  249.147  (m)          817.41   (f) ADJ UNCH    1 1
 EW2343
 EW2343.Superseded values are not recommended for survey control.
 EW2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2343.See file dsdata.txt to determine how the superseded data were derived.
 EW2343
 EW2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713873(NAD 83)
 EW2343_MARKER: S = SPIKE
 EW2343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2343_SP_SET: CURB
 EW2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2343
 EW2343  HISTORY     - Date     Condition        Report By
 EW2343  HISTORY     - UNK      MONUMENTED       CA1980
 EW2343  HISTORY     - 1968     GOOD             CA1980
 EW2343
 EW2343                          STATION DESCRIPTION
 EW2343
 EW2343'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2343'IN LOS ANGELES.
 EW2343'WIRE SPIKE IN THE NORTH CURB OF CANTARA STREET, 5 FEET EAST OF
 EW2343'THE BEGINNING OF THE CURB RETURN EAST OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2341 ***********************************************************************
 EW2341  DESIGNATION -  08 06901 C OF LA
 EW2341  PID         -  EW2341
 EW2341  STATE/COUNTY-  CA/LOS ANGELES
 EW2341  USGS QUAD   -  VAN NUYS (1972)
 EW2341
 EW2341                         *CURRENT SURVEY CONTROL
 EW2341  ___________________________________________________________________
 EW2341* NAD 83(1986)-  34 13 09.     (N)    118 23 47.     (W)     SCALED    
 EW2341* NAVD 88     -       249.96   (+/-2cm)     820.1    (feet)  VERTCON   
 EW2341  ___________________________________________________________________
 EW2341  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EW2341  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2341
 EW2341.The horizontal coordinates were scaled from a topographic map and have
 EW2341.an estimated accuracy of +/- 6 seconds.
 EW2341
 EW2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2341.The vertical order pertains to the NGVD 29 superseded value.
 EW2341
 EW2341.The geoid height was determined by GEOID03.
 EW2341
 EW2341;                    North         East    Units  Estimated Accuracy
 EW2341;SPC CA 5     -   579,850.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2341
 EW2341                          SUPERSEDED SURVEY CONTROL
 EW2341
 EW2341  NGVD 29 (??/??/92)  249.172  (m)          817.49   (f) ADJ UNCH    1 1
 EW2341
 EW2341.Superseded values are not recommended for survey control.
 EW2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2341.See file dsdata.txt to determine how the superseded data were derived.
 EW2341
 EW2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713873(NAD 83)
 EW2341_MARKER: S = SPIKE
 EW2341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2341_SP_SET: CURB
 EW2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2341
 EW2341  HISTORY     - Date     Condition        Report By
 EW2341  HISTORY     - UNK      MONUMENTED       CA1980
 EW2341  HISTORY     - 1968     GOOD             CA1980
 EW2341
 EW2341                          STATION DESCRIPTION
 EW2341
 EW2341'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2341'IN LOS ANGELES.
 EW2341'SQUARE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 2 FEET
 EW2341'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF CANTARA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2344 ***********************************************************************
 EW2344  DESIGNATION -  08 06920 C OF LA
 EW2344  PID         -  EW2344
 EW2344  STATE/COUNTY-  CA/LOS ANGELES
 EW2344  USGS QUAD   -  VAN NUYS (1972)
 EW2344
 EW2344                         *CURRENT SURVEY CONTROL
 EW2344  ___________________________________________________________________
 EW2344* NAD 83(1986)-  34 13 13.     (N)    118 23 47.     (W)     SCALED    
 EW2344* NAVD 88     -       251.38   (+/-2cm)     824.7    (feet)  VERTCON   
 EW2344  ___________________________________________________________________
 EW2344  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW2344  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2344
 EW2344.The horizontal coordinates were scaled from a topographic map and have
 EW2344.an estimated accuracy of +/- 6 seconds.
 EW2344
 EW2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2344.The vertical order pertains to the NGVD 29 superseded value.
 EW2344
 EW2344.The geoid height was determined by GEOID03.
 EW2344
 EW2344;                    North         East    Units  Estimated Accuracy
 EW2344;SPC CA 5     -   579,970.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2344
 EW2344                          SUPERSEDED SURVEY CONTROL
 EW2344
 EW2344  NGVD 29 (??/??/92)  250.601  (m)          822.18   (f) ADJ UNCH    1 1
 EW2344
 EW2344.Superseded values are not recommended for survey control.
 EW2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2344.See file dsdata.txt to determine how the superseded data were derived.
 EW2344
 EW2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713874(NAD 83)
 EW2344_MARKER: S = SPIKE
 EW2344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2344_SP_SET: CURB
 EW2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2344
 EW2344  HISTORY     - Date     Condition        Report By
 EW2344  HISTORY     - UNK      MONUMENTED       CA1980
 EW2344  HISTORY     - 1968     GOOD             CA1980
 EW2344
 EW2344                          STATION DESCRIPTION
 EW2344
 EW2344'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2344'IN LOS ANGELES.
 EW2344'WIRE SPIKE IN THE EAST CURB OF LAUREL CANYON BOULEVARD, 2.7 FEET
 EW2344'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF BURTON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2345 ***********************************************************************
 EW2345  DESIGNATION -  08 06929 C OF LA
 EW2345  PID         -  EW2345
 EW2345  STATE/COUNTY-  CA/LOS ANGELES
 EW2345  USGS QUAD   -  VAN NUYS (1972)
 EW2345
 EW2345                         *CURRENT SURVEY CONTROL
 EW2345  ___________________________________________________________________
 EW2345* NAD 83(1986)-  34 13 18.     (N)    118 23 47.     (W)     SCALED    
 EW2345* NAVD 88     -       251.89   (+/-2cm)     826.4    (feet)  VERTCON   
 EW2345  ___________________________________________________________________
 EW2345  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EW2345  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2345
 EW2345.The horizontal coordinates were scaled from a topographic map and have
 EW2345.an estimated accuracy of +/- 6 seconds.
 EW2345
 EW2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2345.The vertical order pertains to the NGVD 29 superseded value.
 EW2345
 EW2345.The geoid height was determined by GEOID03.
 EW2345
 EW2345;                    North         East    Units  Estimated Accuracy
 EW2345;SPC CA 5     -   580,120.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2345
 EW2345                          SUPERSEDED SURVEY CONTROL
 EW2345
 EW2345  NGVD 29 (??/??/92)  251.107  (m)          823.84   (f) ADJ UNCH    1 1
 EW2345
 EW2345.Superseded values are not recommended for survey control.
 EW2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2345.See file dsdata.txt to determine how the superseded data were derived.
 EW2345
 EW2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713876(NAD 83)
 EW2345_MARKER: Z = SEE DESCRIPTION
 EW2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2345+STABILITY: SURFACE MOTION
 EW2345
 EW2345  HISTORY     - Date     Condition        Report By
 EW2345  HISTORY     - UNK      MONUMENTED       CA1980
 EW2345  HISTORY     - 1968     GOOD             CA1980
 EW2345
 EW2345                          STATION DESCRIPTION
 EW2345
 EW2345'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2345'IN LOS ANGELES.
 EW2345'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2345'LAUREL CANYON BOULEVARD AND ROSCOE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2143 ***********************************************************************
 EW2143  DESIGNATION -  08 14880
 EW2143  PID         -  EW2143
 EW2143  STATE/COUNTY-  CA/LOS ANGELES
 EW2143  USGS QUAD   -  BURBANK (1994)
 EW2143
 EW2143                         *CURRENT SURVEY CONTROL
 EW2143  ___________________________________________________________________
 EW2143* NAD 83(1986)-  34 08 17.     (N)    118 21 57.     (W)     SCALED    
 EW2143* NAVD 88     -       177.051  (meters)     580.87   (feet)  ADJUSTED  
 EW2143  ___________________________________________________________________
 EW2143  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2143  DYNAMIC HT  -         176.865 (meters)     580.26  (feet)  COMP
 EW2143  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 EW2143
 EW2143  VERT ORDER  -  FIRST     CLASS I
 EW2143
 EW2143.The horizontal coordinates were scaled from a topographic map and have
 EW2143.an estimated accuracy of +/- 6 seconds.
 EW2143
 EW2143.The orthometric height was determined by differential leveling
 EW2143.and adjusted in June 1995.
 EW2143
 EW2143.The geoid height was determined by GEOID03.
 EW2143
 EW2143.The dynamic height is computed by dividing the NAVD 88
 EW2143.geopotential number by the normal gravity value computed on the
 EW2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2143.degrees latitude (g = 980.6199 gals.).
 EW2143
 EW2143.The modeled gravity was interpolated from observed gravity values.
 EW2143
 EW2143;                    North         East    Units  Estimated Accuracy
 EW2143;SPC CA 5     -   570,840.    1,966,260.      MT  (+/- 180 meters Scaled)
 EW2143
 EW2143                          SUPERSEDED SURVEY CONTROL
 EW2143
 EW2143  NGVD 29 (??/??/92)  176.299  (m)          578.41   (f) ADJ UNCH    1 1
 EW2143
 EW2143.Superseded values are not recommended for survey control.
 EW2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2143.See file dsdata.txt to determine how the superseded data were derived.
 EW2143
 EW2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740783(NAD 83)
 EW2143_MARKER: S = SPIKE
 EW2143_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2143_SP_SET: CURB
 EW2143_MARK LOGO: NONE  
 EW2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2143+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2143
 EW2143  HISTORY     - Date     Condition        Report By
 EW2143  HISTORY     - UNK      MONUMENTED       CA1980
 EW2143  HISTORY     - 1968     GOOD             CA1980
 EW2143  HISTORY     - 19940819 GOOD             NGS
 EW2143  HISTORY     - 20010511 GOOD             NGS
 EW2143
 EW2143                          STATION DESCRIPTION
 EW2143
 EW2143'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2143'AT LOS ANGELES.
 EW2143'WIRE SPIKE 3.8 FEET SOUTH OF THE SOUTH CURB LINE OF VENTURA
 EW2143'BOULEVARD, 11.7 FEET WEST OF THE BEGINNING OF CURB RETURN WEST
 EW2143'OF FRUITLAND DRIVE, EASTERLY TERMINUS, SOUTHWEST CORNER OF
 EW2143'CATCH BASIN.
 EW2143
 EW2143                          STATION RECOVERY (1994)
 EW2143
 EW2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2143'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND FRUITLAND
 EW2143'DRIVE, A SPIKE NEAR THE WEST CORNER OF A CONCRETE CATCH BASIN, 14.2 M
 EW2143'(46.6 FT) NORTHWEST OF THE CENTER OF THE DRIVE, 7.2 M (23.6 FT)
 EW2143'SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES OF THE
 EW2143'BOULEVARD, 4.1 M (13.5 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.2 M (0.7
 EW2143'FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2143
 EW2143                          STATION RECOVERY (2001)
 EW2143
 EW2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2143'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2144 ***********************************************************************
 EW2144  DESIGNATION -  08 14910
 EW2144  PID         -  EW2144
 EW2144  STATE/COUNTY-  CA/LOS ANGELES
 EW2144  USGS QUAD   -  BURBANK (1994)
 EW2144
 EW2144                         *CURRENT SURVEY CONTROL
 EW2144  ___________________________________________________________________
 EW2144* NAD 83(1986)-  34 08 18.     (N)    118 22 02.     (W)     SCALED    
 EW2144* NAVD 88     -       177.801  (meters)     583.34   (feet)  ADJUSTED  
 EW2144  ___________________________________________________________________
 EW2144  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2144  DYNAMIC HT  -         177.614 (meters)     582.72  (feet)  COMP
 EW2144  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 EW2144
 EW2144  VERT ORDER  -  FIRST     CLASS I
 EW2144
 EW2144.The horizontal coordinates were scaled from a topographic map and have
 EW2144.an estimated accuracy of +/- 6 seconds.
 EW2144
 EW2144.The orthometric height was determined by differential leveling
 EW2144.and adjusted in June 1995.
 EW2144
 EW2144.The geoid height was determined by GEOID03.
 EW2144
 EW2144.The dynamic height is computed by dividing the NAVD 88
 EW2144.geopotential number by the normal gravity value computed on the
 EW2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2144.degrees latitude (g = 980.6199 gals.).
 EW2144
 EW2144.The modeled gravity was interpolated from observed gravity values.
 EW2144
 EW2144;                    North         East    Units  Estimated Accuracy
 EW2144;SPC CA 5     -   570,870.    1,966,130.      MT  (+/- 180 meters Scaled)
 EW2144
 EW2144                          SUPERSEDED SURVEY CONTROL
 EW2144
 EW2144  NGVD 29 (??/??/92)  177.072  (m)          580.94   (f) ADJ UNCH    1 1
 EW2144
 EW2144.Superseded values are not recommended for survey control.
 EW2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2144.See file dsdata.txt to determine how the superseded data were derived.
 EW2144
 EW2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT739783(NAD 83)
 EW2144_MARKER: S = SPIKE
 EW2144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2144_SP_SET: CURB
 EW2144_MARK LOGO: NONE  
 EW2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2144+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2144
 EW2144  HISTORY     - Date     Condition        Report By
 EW2144  HISTORY     - UNK      MONUMENTED       CA1980
 EW2144  HISTORY     - 1968     GOOD             CA1980
 EW2144  HISTORY     - 19940819 GOOD             NGS
 EW2144
 EW2144                          STATION DESCRIPTION
 EW2144
 EW2144'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2144'AT LOS ANGELES.
 EW2144'WIRE SPIKE IN TOP OF THE SOUTH CURB OF VENTURA BOULEVARD, 4 FEET
 EW2144'WEST OF THE BEGINNING OF CURB RETURN WEST OF RIVERTON AVENUE.
 EW2144
 EW2144                          STATION RECOVERY (1994)
 EW2144
 EW2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2144'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND RIVERTON
 EW2144'AVENUE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE BOULEVARD, 12.2
 EW2144'M (40.0 FT) NORTHWEST OF THE CENTERLINE OF THE AVENUE, 6.5 M (21.3 FT)
 EW2144'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD,
 EW2144'1.4 M (4.6 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE
 EW2144'THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2154 ***********************************************************************
 EW2154  DESIGNATION -  08 14940 C OF LA
 EW2154  PID         -  EW2154
 EW2154  STATE/COUNTY-  CA/LOS ANGELES
 EW2154  USGS QUAD   -  BURBANK (1994)
 EW2154
 EW2154                         *CURRENT SURVEY CONTROL
 EW2154  ___________________________________________________________________
 EW2154* NAD 83(1986)-  34 08 25.     (N)    118 22 18.     (W)     SCALED    
 EW2154* NAVD 88     -       177.93   (+/-2cm)     583.8    (feet)  VERTCON   
 EW2154  ___________________________________________________________________
 EW2154  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2154  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2154
 EW2154.The horizontal coordinates were scaled from a topographic map and have
 EW2154.an estimated accuracy of +/- 6 seconds.
 EW2154
 EW2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2154.The vertical order pertains to the NGVD 29 superseded value.
 EW2154
 EW2154.The geoid height was determined by GEOID03.
 EW2154
 EW2154;                    North         East    Units  Estimated Accuracy
 EW2154;SPC CA 5     -   571,090.    1,965,720.      MT  (+/- 180 meters Scaled)
 EW2154
 EW2154                          SUPERSEDED SURVEY CONTROL
 EW2154
 EW2154  NGVD 29 (??/??/92)  177.136  (m)          581.15   (f) ADJ UNCH    1 1
 EW2154
 EW2154.Superseded values are not recommended for survey control.
 EW2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2154.See file dsdata.txt to determine how the superseded data were derived.
 EW2154
 EW2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT735785(NAD 83)
 EW2154_MARKER: S = SPIKE
 EW2154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2154_SP_SET: CURB
 EW2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2154
 EW2154  HISTORY     - Date     Condition        Report By
 EW2154  HISTORY     - UNK      MONUMENTED       CA1980
 EW2154  HISTORY     - 1968     GOOD             CA1980
 EW2154
 EW2154                          STATION DESCRIPTION
 EW2154
 EW2154'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2154'AT LOS ANGELES.
 EW2154'WIRE SPIKE IN TOP OF THE WEST CURB OF FRUITLAND DRIVE, WESTERLY
 EW2154'TERMINUS, 4 FEET SOUTH OF THE END OF CURB RETURN SOUTH OF
 EW2154'VENTURA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2157 ***********************************************************************
 EW2157  DESIGNATION -  08 15000
 EW2157  PID         -  EW2157
 EW2157  STATE/COUNTY-  CA/LOS ANGELES
 EW2157  USGS QUAD   -  BURBANK (1994)
 EW2157
 EW2157                         *CURRENT SURVEY CONTROL
 EW2157  ___________________________________________________________________
 EW2157* NAD 83(1986)-  34 08 27.     (N)    118 22 30.     (W)     SCALED    
 EW2157* NAVD 88     -       179.89   (+/-2cm)     590.2    (feet)  VERTCON   
 EW2157  ___________________________________________________________________
 EW2157  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2157  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2157
 EW2157.The horizontal coordinates were scaled from a topographic map and have
 EW2157.an estimated accuracy of +/- 6 seconds.
 EW2157
 EW2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2157.The vertical order pertains to the NGVD 29 superseded value.
 EW2157
 EW2157.The geoid height was determined by GEOID03.
 EW2157
 EW2157;                    North         East    Units  Estimated Accuracy
 EW2157;SPC CA 5     -   571,150.    1,965,410.      MT  (+/- 180 meters Scaled)
 EW2157
 EW2157                          SUPERSEDED SURVEY CONTROL
 EW2157
 EW2157  NGVD 29 (??/??/92)  179.097  (m)          587.59   (f) ADJ UNCH    1 1
 EW2157
 EW2157.Superseded values are not recommended for survey control.
 EW2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2157.See file dsdata.txt to determine how the superseded data were derived.
 EW2157
 EW2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT732786(NAD 83)
 EW2157_MARKER: Z = SEE DESCRIPTION
 EW2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2157+STABILITY: SURFACE MOTION
 EW2157
 EW2157  HISTORY     - Date     Condition        Report By
 EW2157  HISTORY     - UNK      MONUMENTED       CA1980
 EW2157  HISTORY     - 1968     GOOD             CA1980
 EW2157  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2157
 EW2157                          STATION DESCRIPTION
 EW2157
 EW2157'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2157'AT LOS ANGELES.
 EW2157'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF VENTURA
 EW2157'BOULEVARD, 330 FEET WEST OF THE CENTER LINE OF ARCH DRIVE,
 EW2157'WESTERLY TERMINUS, OPPOSITE POLE 257818 M.
 EW2157
 EW2157                          STATION RECOVERY (1994)
 EW2157
 EW2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2157'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2249 ***********************************************************************
 EW2249  DESIGNATION -  08 15030
 EW2249  PID         -  EW2249
 EW2249  STATE/COUNTY-  CA/LOS ANGELES
 EW2249  USGS QUAD   -  VAN NUYS (1972)
 EW2249
 EW2249                         *CURRENT SURVEY CONTROL
 EW2249  ___________________________________________________________________
 EW2249* NAD 83(2007)-  34 08 25.48171(N)    118 22 33.56666(W)     ADJUSTED  
 EW2249* NAVD 88     -       183.303  (meters)     601.39   (feet)  ADJUSTED  
 EW2249  ___________________________________________________________________
 EW2249  EPOCH DATE  -        2007.00
 EW2249  X           -  -2,511,562.213 (meters)                     COMP
 EW2249  Y           -  -4,649,693.098 (meters)                     COMP
 EW2249  Z           -   3,559,431.543 (meters)                     COMP
 EW2249  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 EW2249  ELLIP HEIGHT-         148.661 (meters)          (02/10/07) ADJUSTED
 EW2249  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2249  DYNAMIC HT  -         183.109 (meters)     600.75  (feet)  COMP
 EW2249
 EW2249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW2249  Type    PID    Designation                      North   East  Ellip
 EW2249  -------------------------------------------------------------------
 EW2249  NETWORK EW2249 08 15030                          0.67   1.02   4.45
 EW2249  -------------------------------------------------------------------
 EW2249  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 EW2249
 EW2249  VERT ORDER  -  FIRST     CLASS I
 EW2249
 EW2249.The horizontal coordinates were established by GPS observations
 EW2249.and adjusted by the National Geodetic Survey in February 2007.
 EW2249
 EW2249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW2249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW2249.The horizontal coordinates are valid at the epoch date displayed above.
 EW2249.The epoch date for horizontal control is a decimal equivalence
 EW2249.of Year/Month/Day.
 EW2249
 EW2249.The orthometric height was determined by differential leveling
 EW2249.and adjusted in June 1995.
 EW2249
 EW2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW2249
 EW2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW2249
 EW2249.The ellipsoidal height was determined by GPS observations
 EW2249.and is referenced to NAD 83.
 EW2249
 EW2249.The geoid height was determined by GEOID03.
 EW2249
 EW2249.The dynamic height is computed by dividing the NAVD 88
 EW2249.geopotential number by the normal gravity value computed on the
 EW2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2249.degrees latitude (g = 980.6199 gals.).
 EW2249
 EW2249.The modeled gravity was interpolated from observed gravity values.
 EW2249
 EW2249;                    North         East     Units Scale Factor Converg.
 EW2249;SPC CA 5     -   571,102.894 1,965,322.259   MT  0.99997852   -0 12 51.5
 EW2249;SPC CA 5     - 1,873,693.41  6,447,894.78   sFT  0.99997852   -0 12 51.5
 EW2249;UTM  11      - 3,778,579.760   373,135.145   MT  0.99979840   -0 46 20.4
 EW2249
 EW2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW2249!SPC CA 5     -   0.99997666  x   0.99997852  =   0.99995518
 EW2249!UTM  11      -   0.99997666  x   0.99979840  =   0.99977507
 EW2249
 EW2249                          SUPERSEDED SURVEY CONTROL
 EW2249
 EW2249  NAD 83(1994)-  34 08 25.47061(N)    118 22 33.55444(W) AD(1995.00) 1
 EW2249  ELLIP H (11/30/95)  148.672  (m)                       GP(1995.00) 4 2
 EW2249  NAVD 88 (11/30/95)  183.30   (m)          601.4    (f) LEVELING    3  
 EW2249  NGVD 29 (??/??/92)  182.555  (m)          598.93   (f) ADJ UNCH    1 1
 EW2249
 EW2249.Superseded values are not recommended for survey control.
 EW2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2249.See file dsdata.txt to determine how the superseded data were derived.
 EW2249
 EW2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT7313578580(NAD 83)
 EW2249_MARKER: B = BOLT
 EW2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2249_MARK LOGO: NONE  
 EW2249_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2249+STABILITY: SURFACE MOTION
 EW2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2249+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2249
 EW2249  HISTORY     - Date     Condition        Report By
 EW2249  HISTORY     - UNK      MONUMENTED       CA1980
 EW2249  HISTORY     - 1968     GOOD             CA1980
 EW2249  HISTORY     - 19940819 GOOD             NGS
 EW2249
 EW2249                          STATION DESCRIPTION
 EW2249
 EW2249'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2249'AT LOS ANGELES.
 EW2249'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW2249'OF VENTURA BOULEVARD 4 FEET WEST OF THE WEST CURB LINE
 EW2249'PRODUCED OF EUREKA DRIVE.
 EW2249
 EW2249                          STATION RECOVERY (1994)
 EW2249
 EW2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2249'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND EUREKA
 EW2249'DRIVE, 12.8 M (42.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 EW2249'OF THE BOULEVARD, 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF THE DRIVE,
 EW2249'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE
 EW2249'DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST CITY OF LA
 EW2249'ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2250 ***********************************************************************
 EW2250  DESIGNATION -  08 15060
 EW2250  PID         -  EW2250
 EW2250  STATE/COUNTY-  CA/LOS ANGELES
 EW2250  USGS QUAD   -  VAN NUYS (1972)
 EW2250
 EW2250                         *CURRENT SURVEY CONTROL
 EW2250  ___________________________________________________________________
 EW2250* NAD 83(1986)-  34 08 26.     (N)    118 22 33.     (W)     SCALED    
 EW2250* NAVD 88     -       183.56   (+/-2cm)     602.2    (feet)  VERTCON   
 EW2250  ___________________________________________________________________
 EW2250  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2250  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2250
 EW2250.The horizontal coordinates were scaled from a topographic map and have
 EW2250.an estimated accuracy of +/- 6 seconds.
 EW2250
 EW2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2250.The vertical order pertains to the NGVD 29 superseded value.
 EW2250
 EW2250.The geoid height was determined by GEOID03.
 EW2250
 EW2250;                    North         East    Units  Estimated Accuracy
 EW2250;SPC CA 5     -   571,120.    1,965,340.      MT  (+/- 180 meters Scaled)
 EW2250
 EW2250                          SUPERSEDED SURVEY CONTROL
 EW2250
 EW2250  NGVD 29 (??/??/92)  182.771  (m)          599.64   (f) ADJ UNCH    1 1
 EW2250
 EW2250.Superseded values are not recommended for survey control.
 EW2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2250.See file dsdata.txt to determine how the superseded data were derived.
 EW2250
 EW2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT731785(NAD 83)
 EW2250_MARKER: S = SPIKE
 EW2250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2250_SP_SET: CURB
 EW2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2250
 EW2250  HISTORY     - Date     Condition        Report By
 EW2250  HISTORY     - UNK      MONUMENTED       CA1980
 EW2250  HISTORY     - 1968     GOOD             CA1980
 EW2250  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2250
 EW2250                          STATION DESCRIPTION
 EW2250
 EW2250'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2250'AT LOS ANGELES.
 EW2250'WIRE SPIKE IN TOP OF THE SOUTH CURB OF VENTURA BOULEVARD, 25
 EW2250'FEET WEST OF THE BEGINNING OF CURB RETURN WEST OF EUREKA DRIVE.
 EW2250
 EW2250                          STATION RECOVERY (1994)
 EW2250
 EW2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2250'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2252 ***********************************************************************
 EW2252  DESIGNATION -  08 15120
 EW2252  PID         -  EW2252
 EW2252  STATE/COUNTY-  CA/LOS ANGELES
 EW2252  USGS QUAD   -  VAN NUYS (1972)
 EW2252
 EW2252                         *CURRENT SURVEY CONTROL
 EW2252  ___________________________________________________________________
 EW2252* NAD 83(1986)-  34 08 23.     (N)    118 22 38.     (W)     SCALED    
 EW2252* NAVD 88     -       182.090  (meters)     597.41   (feet)  ADJUSTED  
 EW2252  ___________________________________________________________________
 EW2252  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2252  DYNAMIC HT  -         181.898 (meters)     596.78  (feet)  COMP
 EW2252  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 EW2252
 EW2252  VERT ORDER  -  FIRST     CLASS I
 EW2252
 EW2252.The horizontal coordinates were scaled from a topographic map and have
 EW2252.an estimated accuracy of +/- 6 seconds.
 EW2252
 EW2252.The orthometric height was determined by differential leveling
 EW2252.and adjusted in June 1995.
 EW2252
 EW2252.The geoid height was determined by GEOID03.
 EW2252
 EW2252.The dynamic height is computed by dividing the NAVD 88
 EW2252.geopotential number by the normal gravity value computed on the
 EW2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2252.degrees latitude (g = 980.6199 gals.).
 EW2252
 EW2252.The modeled gravity was interpolated from observed gravity values.
 EW2252
 EW2252;                    North         East    Units  Estimated Accuracy
 EW2252;SPC CA 5     -   571,030.    1,965,210.      MT  (+/- 180 meters Scaled)
 EW2252
 EW2252                          SUPERSEDED SURVEY CONTROL
 EW2252
 EW2252  NGVD 29 (??/??/92)  181.346  (m)          594.97   (f) ADJ UNCH    1 1
 EW2252
 EW2252.Superseded values are not recommended for survey control.
 EW2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2252.See file dsdata.txt to determine how the superseded data were derived.
 EW2252
 EW2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730785(NAD 83)
 EW2252_MARKER: S = SPIKE
 EW2252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2252_SP_SET: CURB
 EW2252_MARK LOGO: NONE  
 EW2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2252+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2252
 EW2252  HISTORY     - Date     Condition        Report By
 EW2252  HISTORY     - UNK      MONUMENTED       CA1980
 EW2252  HISTORY     - 1968     GOOD             CA1980
 EW2252  HISTORY     - 19940819 GOOD             NGS
 EW2252
 EW2252                          STATION DESCRIPTION
 EW2252
 EW2252'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2252'AT LOS ANGELES.
 EW2252'WIRE SPIKE IN TOP OF THE SOUTH CURB OF VENTURA BOULEVARD, 1
 EW2252'FOOT WEST OF THE BEGINNING OF CURB RETURN WEST OF TROPICAL DRIVE.
 EW2252
 EW2252                          STATION RECOVERY (1994)
 EW2252
 EW2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2252'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND TROPICAL
 EW2252'DRIVE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 9.7 M
 EW2252'(31.8 FT) WEST OF THE CENTER OF THE DRIVE, 6.0 M (19.7 FT) SOUTH OF
 EW2252'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 0.8 M (2.6 FT)
 EW2252'EAST OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2252'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2253 ***********************************************************************
 EW2253  DESIGNATION -  08 15150
 EW2253  PID         -  EW2253
 EW2253  STATE/COUNTY-  CA/LOS ANGELES
 EW2253  USGS QUAD   -  VAN NUYS (1972)
 EW2253
 EW2253                         *CURRENT SURVEY CONTROL
 EW2253  ___________________________________________________________________
 EW2253* NAD 83(1986)-  34 08 23.     (N)    118 22 44.     (W)     SCALED    
 EW2253* NAVD 88     -       181.171  (meters)     594.39   (feet)  ADJUSTED  
 EW2253  ___________________________________________________________________
 EW2253  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW2253  DYNAMIC HT  -         180.980 (meters)     593.77  (feet)  COMP
 EW2253  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 EW2253
 EW2253  VERT ORDER  -  FIRST     CLASS I
 EW2253
 EW2253.The horizontal coordinates were scaled from a topographic map and have
 EW2253.an estimated accuracy of +/- 6 seconds.
 EW2253
 EW2253.The orthometric height was determined by differential leveling
 EW2253.and adjusted in June 1995.
 EW2253
 EW2253.The geoid height was determined by GEOID03.
 EW2253
 EW2253.The dynamic height is computed by dividing the NAVD 88
 EW2253.geopotential number by the normal gravity value computed on the
 EW2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2253.degrees latitude (g = 980.6199 gals.).
 EW2253
 EW2253.The modeled gravity was interpolated from observed gravity values.
 EW2253
 EW2253;                    North         East    Units  Estimated Accuracy
 EW2253;SPC CA 5     -   571,030.    1,965,060.      MT  (+/- 180 meters Scaled)
 EW2253
 EW2253                          SUPERSEDED SURVEY CONTROL
 EW2253
 EW2253  NGVD 29 (??/??/92)  180.423  (m)          591.94   (f) ADJ UNCH    1 1
 EW2253
 EW2253.Superseded values are not recommended for survey control.
 EW2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2253.See file dsdata.txt to determine how the superseded data were derived.
 EW2253
 EW2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT728785(NAD 83)
 EW2253_MARKER: B = BOLT
 EW2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2253_MARK LOGO: NONE  
 EW2253_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2253+STABILITY: SURFACE MOTION
 EW2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2253+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2253
 EW2253  HISTORY     - Date     Condition        Report By
 EW2253  HISTORY     - UNK      MONUMENTED       CA1980
 EW2253  HISTORY     - 1968     GOOD             CA1980
 EW2253  HISTORY     - 19940819 GOOD             NGS
 EW2253
 EW2253                          STATION DESCRIPTION
 EW2253
 EW2253'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2253'AT LOS ANGELES.
 EW2253'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2253'TUJUNGA BOULEVARD AND VENTURA BOULEVARD.
 EW2253
 EW2253                          STATION RECOVERY (1994)
 EW2253
 EW2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2253'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND TUJUNGA
 EW2253'AVENUE, IN THE CENTER OF THE INTERSECTION, AND 0.5 M (1.6 FT) BELOW
 EW2253'THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 EW2253'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2255 ***********************************************************************
 EW2255  DESIGNATION -  08 15210
 EW2255  PID         -  EW2255
 EW2255  STATE/COUNTY-  CA/LOS ANGELES
 EW2255  USGS QUAD   -  VAN NUYS (1972)
 EW2255
 EW2255                         *CURRENT SURVEY CONTROL
 EW2255  ___________________________________________________________________
 EW2255* NAD 83(1986)-  34 08 23.     (N)    118 23 05.     (W)     SCALED    
 EW2255* NAVD 88     -       183.345  (meters)     601.52   (feet)  ADJUSTED  
 EW2255  ___________________________________________________________________
 EW2255  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2255  DYNAMIC HT  -         183.151 (meters)     600.89  (feet)  COMP
 EW2255  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 EW2255
 EW2255  VERT ORDER  -  FIRST     CLASS I
 EW2255
 EW2255.The horizontal coordinates were scaled from a topographic map and have
 EW2255.an estimated accuracy of +/- 6 seconds.
 EW2255
 EW2255.The orthometric height was determined by differential leveling
 EW2255.and adjusted in June 1995.
 EW2255
 EW2255.The geoid height was determined by GEOID03.
 EW2255
 EW2255.The dynamic height is computed by dividing the NAVD 88
 EW2255.geopotential number by the normal gravity value computed on the
 EW2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2255.degrees latitude (g = 980.6199 gals.).
 EW2255
 EW2255.The modeled gravity was interpolated from observed gravity values.
 EW2255
 EW2255;                    North         East    Units  Estimated Accuracy
 EW2255;SPC CA 5     -   571,030.    1,964,520.      MT  (+/- 180 meters Scaled)
 EW2255
 EW2255                          SUPERSEDED SURVEY CONTROL
 EW2255
 EW2255  NGVD 29 (??/??/92)  182.584  (m)          599.03   (f) ADJ UNCH    1 1
 EW2255
 EW2255.Superseded values are not recommended for survey control.
 EW2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2255.See file dsdata.txt to determine how the superseded data were derived.
 EW2255
 EW2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723785(NAD 83)
 EW2255_MARKER: DB = BENCH MARK DISK
 EW2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2255_MARK LOGO: CA1980
 EW2255_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2255+STABILITY: SURFACE MOTION
 EW2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2255+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2255
 EW2255  HISTORY     - Date     Condition        Report By
 EW2255  HISTORY     - UNK      MONUMENTED       CA1980
 EW2255  HISTORY     - 1968     GOOD             CA1980
 EW2255  HISTORY     - 19940819 GOOD             NGS
 EW2255
 EW2255                          STATION DESCRIPTION
 EW2255
 EW2255'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2255'AT LOS ANGELES.
 EW2255'STANDARD CITY DISC 1.6 FEET SOUTH OF THE SOUTH CURB LINE OF
 EW2255'VENTURA BOULEVARD, 120 FEET EAST OF THE EAST CURB LINE OF BLUE
 EW2255'CANYON DRIVE.
 EW2255
 EW2255                          STATION RECOVERY (1994)
 EW2255
 EW2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2255'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND BLUE
 EW2255'CANYON DRIVE, 40.4 M (132.5 FT) SOUTHEAST OF THE CENTER OF THE DRIVE,
 EW2255'6.6 M (21.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND
 EW2255'LANES OF THE BOULEVARD, 2.5 M (8.2 FT) NORTHWEST OF A STREET LIGHT
 EW2255'POLE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE
 EW2255'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2256 ***********************************************************************
 EW2256  DESIGNATION -  08 15240
 EW2256  PID         -  EW2256
 EW2256  STATE/COUNTY-  CA/LOS ANGELES
 EW2256  USGS QUAD   -  VAN NUYS (1972)
 EW2256
 EW2256                         *CURRENT SURVEY CONTROL
 EW2256  ___________________________________________________________________
 EW2256* NAD 83(1986)-  34 08 26.     (N)    118 23 16.     (W)     SCALED    
 EW2256* NAVD 88     -       183.542  (meters)     602.17   (feet)  ADJUSTED  
 EW2256  ___________________________________________________________________
 EW2256  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2256  DYNAMIC HT  -         183.348 (meters)     601.53  (feet)  COMP
 EW2256  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 EW2256
 EW2256  VERT ORDER  -  FIRST     CLASS I
 EW2256
 EW2256.The horizontal coordinates were scaled from a topographic map and have
 EW2256.an estimated accuracy of +/- 6 seconds.
 EW2256
 EW2256.The orthometric height was determined by differential leveling
 EW2256.and adjusted in June 1995.
 EW2256
 EW2256.The geoid height was determined by GEOID03.
 EW2256
 EW2256.The dynamic height is computed by dividing the NAVD 88
 EW2256.geopotential number by the normal gravity value computed on the
 EW2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2256.degrees latitude (g = 980.6199 gals.).
 EW2256
 EW2256.The modeled gravity was interpolated from observed gravity values.
 EW2256
 EW2256;                    North         East    Units  Estimated Accuracy
 EW2256;SPC CA 5     -   571,120.    1,964,240.      MT  (+/- 180 meters Scaled)
 EW2256
 EW2256                          SUPERSEDED SURVEY CONTROL
 EW2256
 EW2256  NGVD 29 (??/??/92)  182.616  (m)          599.13   (f) ADJ UNCH    1 1
 EW2256
 EW2256.Superseded values are not recommended for survey control.
 EW2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2256.See file dsdata.txt to determine how the superseded data were derived.
 EW2256
 EW2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT720786(NAD 83)
 EW2256_MARKER: B = BOLT
 EW2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2256_MARK LOGO: NONE  
 EW2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2256+STABILITY: SURFACE MOTION
 EW2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2256+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2256
 EW2256  HISTORY     - Date     Condition        Report By
 EW2256  HISTORY     - UNK      MONUMENTED       CA1980
 EW2256  HISTORY     - 1968     GOOD             CA1980
 EW2256  HISTORY     - 19940819 GOOD             NGS
 EW2256
 EW2256                          STATION DESCRIPTION
 EW2256
 EW2256'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2256'AT LOS ANGELES.
 EW2256'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2256'VENTURA BOULEVARD AND COLFAX AVENUE.
 EW2256
 EW2256                          STATION RECOVERY (1994)
 EW2256
 EW2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2256'IN LOS ANGELES, AT THE INTERSECTION OF VENTURA BOULEVARD AND COLFAX
 EW2256'AVENUE, IN THE CENTER OF THE BOULEVARD, 12.9 M (42.3 FT) WEST OF THE
 EW2256'CENTERLINE OF THE AVENUE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 EW2256'BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL
 EW2256'COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2187 ***********************************************************************
 EW2187  DESIGNATION -  08 15301
 EW2187  PID         -  EW2187
 EW2187  STATE/COUNTY-  CA/LOS ANGELES
 EW2187  USGS QUAD   -  VAN NUYS (1972)
 EW2187
 EW2187                         *CURRENT SURVEY CONTROL
 EW2187  ___________________________________________________________________
 EW2187* NAD 83(1986)-  34 08 32.     (N)    118 23 27.     (W)     SCALED    
 EW2187* NAVD 88     -       187.670  (meters)     615.71   (feet)  ADJUSTED  
 EW2187  ___________________________________________________________________
 EW2187  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2187  DYNAMIC HT  -         187.472 (meters)     615.06  (feet)  COMP
 EW2187  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 EW2187
 EW2187  VERT ORDER  -  FIRST     CLASS I
 EW2187
 EW2187.The horizontal coordinates were scaled from a topographic map and have
 EW2187.an estimated accuracy of +/- 6 seconds.
 EW2187
 EW2187.The orthometric height was determined by differential leveling
 EW2187.and adjusted in June 1995.
 EW2187
 EW2187.The geoid height was determined by GEOID03.
 EW2187
 EW2187.The dynamic height is computed by dividing the NAVD 88
 EW2187.geopotential number by the normal gravity value computed on the
 EW2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2187.degrees latitude (g = 980.6199 gals.).
 EW2187
 EW2187.The modeled gravity was interpolated from observed gravity values.
 EW2187
 EW2187;                    North         East    Units  Estimated Accuracy
 EW2187;SPC CA 5     -   571,310.    1,963,950.      MT  (+/- 180 meters Scaled)
 EW2187
 EW2187                          SUPERSEDED SURVEY CONTROL
 EW2187
 EW2187  NGVD 29 (??/??/92)  186.934  (m)          613.30   (f) ADJ UNCH    1 1
 EW2187
 EW2187.Superseded values are not recommended for survey control.
 EW2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2187.See file dsdata.txt to determine how the superseded data were derived.
 EW2187
 EW2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717787(NAD 83)
 EW2187_MARKER: S = SPIKE
 EW2187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2187_SP_SET: CURB
 EW2187_MARK LOGO: NONE  
 EW2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2187+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2187
 EW2187  HISTORY     - Date     Condition        Report By
 EW2187  HISTORY     - UNK      MONUMENTED       CA1980
 EW2187  HISTORY     - 1968     GOOD             CA1980
 EW2187  HISTORY     - 19940819 GOOD             NGS
 EW2187  HISTORY     - 20010511 GOOD             NGS
 EW2187
 EW2187                          STATION DESCRIPTION
 EW2187
 EW2187'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2187'AT LOS ANGELES.
 EW2187'WIRE SPIKE IN TOP OF THE SOUTH CURB OF VENTURA BOULEVARD, 10.5
 EW2187'FEET WEST OF THE BEGINNING OF CURB RETURN WEST OF CARPENTER
 EW2187'AVENUE.
 EW2187
 EW2187                          STATION RECOVERY (1994)
 EW2187
 EW2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2187'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW2187'CARPENTER AVENUE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE
 EW2187'BOULEVARD, 13.5 M (44.3 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 6.3
 EW2187'M (20.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES
 EW2187'OF THE BOULEVARD, 1.4 M (4.6 FT) NORTHWEST OF A STREET LIGHT POLE, 0.6
 EW2187'M (2.0 FT) NORTHEAST OF THE EAST CORNER OF A SIGNAL LIGHT CONTROL BOX,
 EW2187'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2187
 EW2187                          STATION RECOVERY (2001)
 EW2187
 EW2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2187'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2259 ***********************************************************************
 EW2259  DESIGNATION -  08 15360
 EW2259  PID         -  EW2259
 EW2259  STATE/COUNTY-  CA/LOS ANGELES
 EW2259  USGS QUAD   -  VAN NUYS (1972)
 EW2259
 EW2259                         *CURRENT SURVEY CONTROL
 EW2259  ___________________________________________________________________
 EW2259* NAD 83(1986)-  34 08 37.     (N)    118 23 34.     (W)     SCALED    
 EW2259* NAVD 88     -       189.256  (meters)     620.92   (feet)  ADJUSTED  
 EW2259  ___________________________________________________________________
 EW2259  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2259  DYNAMIC HT  -         189.056 (meters)     620.26  (feet)  COMP
 EW2259  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 EW2259
 EW2259  VERT ORDER  -  FIRST     CLASS I
 EW2259
 EW2259.The horizontal coordinates were scaled from a topographic map and have
 EW2259.an estimated accuracy of +/- 6 seconds.
 EW2259
 EW2259.The orthometric height was determined by differential leveling
 EW2259.and adjusted in June 1995.
 EW2259
 EW2259.The geoid height was determined by GEOID03.
 EW2259
 EW2259.The dynamic height is computed by dividing the NAVD 88
 EW2259.geopotential number by the normal gravity value computed on the
 EW2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2259.degrees latitude (g = 980.6199 gals.).
 EW2259
 EW2259.The modeled gravity was interpolated from observed gravity values.
 EW2259
 EW2259;                    North         East    Units  Estimated Accuracy
 EW2259;SPC CA 5     -   571,460.    1,963,780.      MT  (+/- 180 meters Scaled)
 EW2259
 EW2259                          SUPERSEDED SURVEY CONTROL
 EW2259
 EW2259  NGVD 29 (??/??/92)  188.529  (m)          618.53   (f) ADJ UNCH    1 1
 EW2259
 EW2259.Superseded values are not recommended for survey control.
 EW2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2259.See file dsdata.txt to determine how the superseded data were derived.
 EW2259
 EW2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT715789(NAD 83)
 EW2259_MARKER: B = BOLT
 EW2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2259_MARK LOGO: NONE  
 EW2259_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2259+STABILITY: SURFACE MOTION
 EW2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2259+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2259
 EW2259  HISTORY     - Date     Condition        Report By
 EW2259  HISTORY     - UNK      MONUMENTED       CA1980
 EW2259  HISTORY     - 1968     GOOD             CA1980
 EW2259  HISTORY     - 19940819 GOOD             NGS
 EW2259
 EW2259                          STATION DESCRIPTION
 EW2259
 EW2259'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2259'AT LOS ANGELES.
 EW2259'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW2259'OF THE CURVE, IN VENTURA BOULEVARD, CONTINUOUS THROUGH THE
 EW2259'INTERSECTION WITH RADFORD AVENUE, 75.00 FEET WESTERLY OF THE
 EW2259'STANDARD TRAVERSE MONUMENT ON THE CENTER LINE OF RADFORD AVENUE.
 EW2259
 EW2259                          STATION RECOVERY (1994)
 EW2259
 EW2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2259'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND RADFORD
 EW2259'AVENUE, NEAR THE CENTER OF THE BOULEVARD, 22.0 M (72.2 FT) WEST OF THE
 EW2259'EXTENDED CENTERLINE OF THE AVENUE, 3.5 M (11.5 FT) NORTH OF THE
 EW2259'CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, AND 0.5 M (1.6 FT)
 EW2259'BELOW THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS
 EW2259'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2189 ***********************************************************************
 EW2189  DESIGNATION -  08 15380
 EW2189  PID         -  EW2189
 EW2189  STATE/COUNTY-  CA/LOS ANGELES
 EW2189  USGS QUAD   -  VAN NUYS (1972)
 EW2189
 EW2189                         *CURRENT SURVEY CONTROL
 EW2189  ___________________________________________________________________
 EW2189* NAD 83(1986)-  34 08 36.     (N)    118 23 52.     (W)     SCALED    
 EW2189* NAVD 88     -       188.887  (meters)     619.71   (feet)  ADJUSTED  
 EW2189  ___________________________________________________________________
 EW2189  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW2189  DYNAMIC HT  -         188.686 (meters)     619.05  (feet)  COMP
 EW2189  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 EW2189
 EW2189  VERT ORDER  -  FIRST     CLASS I
 EW2189
 EW2189.The horizontal coordinates were scaled from a topographic map and have
 EW2189.an estimated accuracy of +/- 6 seconds.
 EW2189
 EW2189.The orthometric height was determined by differential leveling
 EW2189.and adjusted in June 1995.
 EW2189
 EW2189.The geoid height was determined by GEOID03.
 EW2189
 EW2189.The dynamic height is computed by dividing the NAVD 88
 EW2189.geopotential number by the normal gravity value computed on the
 EW2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2189.degrees latitude (g = 980.6199 gals.).
 EW2189
 EW2189.The modeled gravity was interpolated from observed gravity values.
 EW2189
 EW2189;                    North         East    Units  Estimated Accuracy
 EW2189;SPC CA 5     -   571,440.    1,963,310.      MT  (+/- 180 meters Scaled)
 EW2189
 EW2189                          SUPERSEDED SURVEY CONTROL
 EW2189
 EW2189  NGVD 29 (??/??/92)  188.156  (m)          617.31   (f) ADJ UNCH    1 1
 EW2189
 EW2189.Superseded values are not recommended for survey control.
 EW2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2189.See file dsdata.txt to determine how the superseded data were derived.
 EW2189
 EW2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT711789(NAD 83)
 EW2189_MARKER: S = SPIKE
 EW2189_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2189_SP_SET: CURB
 EW2189_MARK LOGO: NONE  
 EW2189_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2189+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2189
 EW2189  HISTORY     - Date     Condition        Report By
 EW2189  HISTORY     - UNK      MONUMENTED       CA1980
 EW2189  HISTORY     - 1968     GOOD             CA1980
 EW2189  HISTORY     - 19940819 GOOD             NGS
 EW2189  HISTORY     - 20010511 GOOD             NGS
 EW2189
 EW2189                          STATION DESCRIPTION
 EW2189
 EW2189'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2189'AT LOS ANGELES.
 EW2189'SQUARE SPIKE IN TOP OF THE SOUTH CURB OF VENTURA BOULEVARD,
 EW2189'9.6 FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF VANTAGE
 EW2189'AVENUE.
 EW2189
 EW2189                          STATION RECOVERY (1994)
 EW2189
 EW2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2189'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND VANTAGE
 EW2189'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 16.1 M
 EW2189'(52.8 FT) EAST OF THE CENTER OF THE AVENUE, 6.2 M (20.3 FT) SOUTH OF
 EW2189'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 3.6 M (11.8
 EW2189'FT) EAST OF A SIGNAL LIGHT POLE WITH A STREET LIGHT ATTACHED, AND 0.2
 EW2189'M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2189
 EW2189                          STATION RECOVERY (2001)
 EW2189
 EW2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2189'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2190 ***********************************************************************
 EW2190  DESIGNATION -  08 15390
 EW2190  PID         -  EW2190
 EW2190  STATE/COUNTY-  CA/LOS ANGELES
 EW2190  USGS QUAD   -  VAN NUYS (1972)
 EW2190
 EW2190                         *CURRENT SURVEY CONTROL
 EW2190  ___________________________________________________________________
 EW2190* NAD 83(1986)-  34 08 35.     (N)    118 24 03.     (W)     SCALED    
 EW2190* NAVD 88     -       188.15   (+/-2cm)     617.3    (feet)  VERTCON   
 EW2190  ___________________________________________________________________
 EW2190  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW2190  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2190
 EW2190.The horizontal coordinates were scaled from a topographic map and have
 EW2190.an estimated accuracy of +/- 6 seconds.
 EW2190
 EW2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2190.The vertical order pertains to the NGVD 29 superseded value.
 EW2190
 EW2190.The geoid height was determined by GEOID03.
 EW2190
 EW2190;                    North         East    Units  Estimated Accuracy
 EW2190;SPC CA 5     -   571,410.    1,963,030.      MT  (+/- 180 meters Scaled)
 EW2190
 EW2190                          SUPERSEDED SURVEY CONTROL
 EW2190
 EW2190  NGVD 29 (??/??/92)  187.365  (m)          614.71   (f) ADJ UNCH    1 1
 EW2190
 EW2190.Superseded values are not recommended for survey control.
 EW2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2190.See file dsdata.txt to determine how the superseded data were derived.
 EW2190
 EW2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT708789(NAD 83)
 EW2190_MARKER: Z = SEE DESCRIPTION
 EW2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2190+STABILITY: SURFACE MOTION
 EW2190
 EW2190  HISTORY     - Date     Condition        Report By
 EW2190  HISTORY     - UNK      MONUMENTED       CA1980
 EW2190  HISTORY     - 1968     GOOD             CA1980
 EW2190  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2190
 EW2190                          STATION DESCRIPTION
 EW2190
 EW2190'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2190'AT LOS ANGELES.
 EW2190'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2190'VENTURA BOULEVARD AND LAUREL GROVE AVENUE.
 EW2190
 EW2190                          STATION RECOVERY (1994)
 EW2190
 EW2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2190'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2191 ***********************************************************************
 EW2191  DESIGNATION -  08 15420
 EW2191  PID         -  EW2191
 EW2191  STATE/COUNTY-  CA/LOS ANGELES
 EW2191  USGS QUAD   -  VAN NUYS (1972)
 EW2191
 EW2191                         *CURRENT SURVEY CONTROL
 EW2191  ___________________________________________________________________
 EW2191* NAD 83(1986)-  34 08 35.     (N)    118 24 03.     (W)     SCALED    
 EW2191* NAVD 88     -       188.361  (meters)     617.98   (feet)  ADJUSTED  
 EW2191  ___________________________________________________________________
 EW2191  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW2191  DYNAMIC HT  -         188.161 (meters)     617.32  (feet)  COMP
 EW2191  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 EW2191
 EW2191  VERT ORDER  -  FIRST     CLASS I
 EW2191
 EW2191.The horizontal coordinates were scaled from a topographic map and have
 EW2191.an estimated accuracy of +/- 6 seconds.
 EW2191
 EW2191.The orthometric height was determined by differential leveling
 EW2191.and adjusted in June 1995.
 EW2191
 EW2191.The geoid height was determined by GEOID03.
 EW2191
 EW2191.The dynamic height is computed by dividing the NAVD 88
 EW2191.geopotential number by the normal gravity value computed on the
 EW2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2191.degrees latitude (g = 980.6199 gals.).
 EW2191
 EW2191.The modeled gravity was interpolated from observed gravity values.
 EW2191
 EW2191;                    North         East    Units  Estimated Accuracy
 EW2191;SPC CA 5     -   571,410.    1,963,030.      MT  (+/- 180 meters Scaled)
 EW2191
 EW2191                          SUPERSEDED SURVEY CONTROL
 EW2191
 EW2191  NGVD 29 (??/??/92)  187.622  (m)          615.56   (f) ADJ UNCH    1 1
 EW2191
 EW2191.Superseded values are not recommended for survey control.
 EW2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2191.See file dsdata.txt to determine how the superseded data were derived.
 EW2191
 EW2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT708789(NAD 83)
 EW2191_MARKER: S = SPIKE
 EW2191_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2191_SP_SET: CURB
 EW2191_MARK LOGO: NONE  
 EW2191_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2191+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2191
 EW2191  HISTORY     - Date     Condition        Report By
 EW2191  HISTORY     - UNK      MONUMENTED       CA1980
 EW2191  HISTORY     - 1968     GOOD             CA1980
 EW2191  HISTORY     - 19940819 GOOD             NGS
 EW2191
 EW2191                          STATION DESCRIPTION
 EW2191
 EW2191'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2191'AT LOS ANGELES.
 EW2191'WIRE SPIKE IN TOP OF THE WEST CURB OF LAUREL GROVE AVENUE,
 EW2191'35.6 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF
 EW2191'VENTURA BOULEVARD.
 EW2191
 EW2191                          STATION RECOVERY (1994)
 EW2191
 EW2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2191'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND LAUREL
 EW2191'GROVE AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE, 23.5 M
 EW2191'(77.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW2191'BOULEVARD, 4.7 M (15.4 FT) WEST OF THE CENTERLINE OF THE AVENUE, AND
 EW2191'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2194 ***********************************************************************
 EW2194  DESIGNATION -  08 15435
 EW2194  PID         -  EW2194
 EW2194  STATE/COUNTY-  CA/LOS ANGELES
 EW2194  USGS QUAD   -  VAN NUYS (1972)
 EW2194
 EW2194                         *CURRENT SURVEY CONTROL
 EW2194  ___________________________________________________________________
 EW2194* NAD 83(1986)-  34 08 34.     (N)    118 24 11.     (W)     SCALED    
 EW2194* NAVD 88     -       188.711  (meters)     619.13   (feet)  ADJUSTED  
 EW2194  ___________________________________________________________________
 EW2194  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW2194  DYNAMIC HT  -         188.510 (meters)     618.47  (feet)  COMP
 EW2194  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 EW2194
 EW2194  VERT ORDER  -  FIRST     CLASS I
 EW2194
 EW2194.The horizontal coordinates were scaled from a topographic map and have
 EW2194.an estimated accuracy of +/- 6 seconds.
 EW2194
 EW2194.The orthometric height was determined by differential leveling
 EW2194.and adjusted in June 1995.
 EW2194
 EW2194.The geoid height was determined by GEOID03.
 EW2194
 EW2194.The dynamic height is computed by dividing the NAVD 88
 EW2194.geopotential number by the normal gravity value computed on the
 EW2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2194.degrees latitude (g = 980.6199 gals.).
 EW2194
 EW2194.The modeled gravity was interpolated from observed gravity values.
 EW2194
 EW2194;                    North         East    Units  Estimated Accuracy
 EW2194;SPC CA 5     -   571,380.    1,962,830.      MT  (+/- 180 meters Scaled)
 EW2194
 EW2194                          SUPERSEDED SURVEY CONTROL
 EW2194
 EW2194  NGVD 29 (??/??/92)  187.965  (m)          616.68   (f) ADJ UNCH    1 1
 EW2194
 EW2194.Superseded values are not recommended for survey control.
 EW2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2194.See file dsdata.txt to determine how the superseded data were derived.
 EW2194
 EW2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT706788(NAD 83)
 EW2194_MARKER: S = SPIKE
 EW2194_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2194_SP_SET: CURB
 EW2194_MARK LOGO: NONE  
 EW2194_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2194+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2194
 EW2194  HISTORY     - Date     Condition        Report By
 EW2194  HISTORY     - UNK      MONUMENTED       CA1980
 EW2194  HISTORY     - 1968     GOOD             CA1980
 EW2194  HISTORY     - 19940819 GOOD             NGS
 EW2194
 EW2194                          STATION DESCRIPTION
 EW2194
 EW2194'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2194'AT LOS ANGELES.
 EW2194'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 7.6 FEET
 EW2194'WEST OF THE BEGINNING OF CURB RETURN WEST OF RHODES AVENUE.
 EW2194
 EW2194                          STATION RECOVERY (1994)
 EW2194
 EW2194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2194'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND RHODES
 EW2194'AVENUE, A SPIKE NEAR THE SOUTH CONCRETE CURB OF THE BOULEVARD, 12.9 M
 EW2194'(42.3 FT) WEST OF THE CENTER OF THE AVENUE, 6.2 M (20.3 FT) SOUTH OF
 EW2194'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 0.5 M (1.6 FT)
 EW2194'NORTH OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2194'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2193 ***********************************************************************
 EW2193  DESIGNATION -  08 15450
 EW2193  PID         -  EW2193
 EW2193  STATE/COUNTY-  CA/LOS ANGELES
 EW2193  USGS QUAD   -  VAN NUYS (1972)
 EW2193
 EW2193                         *CURRENT SURVEY CONTROL
 EW2193  ___________________________________________________________________
 EW2193* NAD 83(1986)-  34 08 32.     (N)    118 24 19.     (W)     SCALED    
 EW2193* NAVD 88     -       190.222  (meters)     624.09   (feet)  ADJUSTED  
 EW2193  ___________________________________________________________________
 EW2193  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW2193  DYNAMIC HT  -         190.020 (meters)     623.42  (feet)  COMP
 EW2193  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 EW2193
 EW2193  VERT ORDER  -  FIRST     CLASS I
 EW2193
 EW2193.The horizontal coordinates were scaled from a topographic map and have
 EW2193.an estimated accuracy of +/- 6 seconds.
 EW2193
 EW2193.The orthometric height was determined by differential leveling
 EW2193.and adjusted in June 1995.
 EW2193
 EW2193.The geoid height was determined by GEOID03.
 EW2193
 EW2193.The dynamic height is computed by dividing the NAVD 88
 EW2193.geopotential number by the normal gravity value computed on the
 EW2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2193.degrees latitude (g = 980.6199 gals.).
 EW2193
 EW2193.The modeled gravity was interpolated from observed gravity values.
 EW2193
 EW2193;                    North         East    Units  Estimated Accuracy
 EW2193;SPC CA 5     -   571,310.    1,962,620.      MT  (+/- 180 meters Scaled)
 EW2193
 EW2193                          SUPERSEDED SURVEY CONTROL
 EW2193
 EW2193  NGVD 29 (??/??/92)  189.452  (m)          621.56   (f) ADJ UNCH    1 1
 EW2193
 EW2193.Superseded values are not recommended for survey control.
 EW2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2193.See file dsdata.txt to determine how the superseded data were derived.
 EW2193
 EW2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704788(NAD 83)
 EW2193_MARKER: S = SPIKE
 EW2193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2193_SP_SET: CATCH BASIN
 EW2193_MARK LOGO: NONE  
 EW2193_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2193+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2193
 EW2193  HISTORY     - Date     Condition        Report By
 EW2193  HISTORY     - UNK      MONUMENTED       CA1980
 EW2193  HISTORY     - 1968     GOOD             CA1980
 EW2193  HISTORY     - 19940819 GOOD             NGS
 EW2193
 EW2193                          STATION DESCRIPTION
 EW2193
 EW2193'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2193'IN LOS ANGELES.
 EW2193'CUT SPIKE IN THE SOUTHWEST CORNER OF CATCH BASIN, 3.8 FEET
 EW2193'SOUTH OF THE SOUTH CURB LINE OF SUNSWEPT DRIVE, 42 FEET EAST
 EW2193'OF THE CENTER LINE OF WHITSETT AVENUE PRODUCED.
 EW2193
 EW2193                          STATION RECOVERY (1994)
 EW2193
 EW2193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2193'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND LAUREL
 EW2193'TERRACE DRIVE, A SPIKE NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH
 EW2193'BASIN, 39.8 M (130.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 EW2193'LANES OF THE BOULEVARD, 11.4 M (37.4 FT) EAST OF THE EXTENDED
 EW2193'CENTERLINE OF WHITSETT AVENUE, 4.6 M (15.1 FT) NORTHWEST OF THE
 EW2193'NORTHEAST CORNER OF HOUSE NUMBER 12464, 4.3 M (14.1 FT) SOUTHWEST OF
 EW2193'THE CENTERLINE OF THE DRIVE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2193'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2195 ***********************************************************************
 EW2195  DESIGNATION -  08 15455
 EW2195  PID         -  EW2195
 EW2195  STATE/COUNTY-  CA/LOS ANGELES
 EW2195  USGS QUAD   -  VAN NUYS (1972)
 EW2195
 EW2195                         *CURRENT SURVEY CONTROL
 EW2195  ___________________________________________________________________
 EW2195* NAD 83(1986)-  34 08 33.     (N)    118 24 26.     (W)     SCALED    
 EW2195* NAVD 88     -       189.705  (meters)     622.39   (feet)  ADJUSTED  
 EW2195  ___________________________________________________________________
 EW2195  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW2195  DYNAMIC HT  -         189.502 (meters)     621.72  (feet)  COMP
 EW2195  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 EW2195
 EW2195  VERT ORDER  -  FIRST     CLASS I
 EW2195
 EW2195.The horizontal coordinates were scaled from a topographic map and have
 EW2195.an estimated accuracy of +/- 6 seconds.
 EW2195
 EW2195.The orthometric height was determined by differential leveling
 EW2195.and adjusted in June 1995.
 EW2195
 EW2195.The geoid height was determined by GEOID03.
 EW2195
 EW2195.The dynamic height is computed by dividing the NAVD 88
 EW2195.geopotential number by the normal gravity value computed on the
 EW2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2195.degrees latitude (g = 980.6199 gals.).
 EW2195
 EW2195.The modeled gravity was interpolated from observed gravity values.
 EW2195
 EW2195;                    North         East    Units  Estimated Accuracy
 EW2195;SPC CA 5     -   571,350.    1,962,440.      MT  (+/- 180 meters Scaled)
 EW2195
 EW2195                          SUPERSEDED SURVEY CONTROL
 EW2195
 EW2195  NGVD 29 (??/??/92)  188.946  (m)          619.90   (f) ADJ UNCH    1 1
 EW2195
 EW2195.Superseded values are not recommended for survey control.
 EW2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2195.See file dsdata.txt to determine how the superseded data were derived.
 EW2195
 EW2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT702788(NAD 83)
 EW2195_MARKER: B = BOLT
 EW2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2195_MARK LOGO: NONE  
 EW2195_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2195+STABILITY: SURFACE MOTION
 EW2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2195+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2195
 EW2195  HISTORY     - Date     Condition        Report By
 EW2195  HISTORY     - UNK      MONUMENTED       CA1980
 EW2195  HISTORY     - 1968     GOOD             CA1980
 EW2195  HISTORY     - 19940819 GOOD             NGS
 EW2195
 EW2195                          STATION DESCRIPTION
 EW2195
 EW2195'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2195'IN LOS ANGELES.
 EW2195'STANDARD SURVEY MONUMENT IN VENTURA BOULEVARD OPPOSITE SAFEWAY
 EW2195'MARKET BUILDING 12555, 7.8 FEET NORTH OF THE SOUTH CURB, ABOUT
 EW2195'253 FEET EAST OF THE END OF THE FIRST CURVE WEST OF WHITSETT
 EW2195'AVENUE.
 EW2195
 EW2195                          STATION RECOVERY (1994)
 EW2195
 EW2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2195'IN SHERMAN OAKS, AT 12555 VENTURA BOULEVARD, IN THE SOUTHBOUND LANES
 EW2195'OF THE BOULEVARD, 38.1 M (125.0 FT) SOUTH OF THE CENTER OF THE
 EW2195'SOUTHWEST ENTRANCE DOOR TO THE BED BATH AND BEYOND STORE AT 12555
 EW2195'VENTURA BOULEVARD, 23.6 M (77.4 FT) NORTHWEST OF A FIRE HYDRANT, 3.9 M
 EW2195'(12.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW2195'BOULEVARD, 2.3 M (7.5 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE
 EW2195'BOULEVARD, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE LEVEL
 EW2195'OF THE BOULEVARD.  NOTE--ACCESS TO THE MONUMENT IS THROUGH AN 9-INCH
 EW2195'METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2198 ***********************************************************************
 EW2198  DESIGNATION -  08 15510
 EW2198  PID         -  EW2198
 EW2198  STATE/COUNTY-  CA/LOS ANGELES
 EW2198  USGS QUAD   -  VAN NUYS (1972)
 EW2198
 EW2198                         *CURRENT SURVEY CONTROL
 EW2198  ___________________________________________________________________
 EW2198* NAD 83(1986)-  34 08 40.     (N)    118 24 42.     (W)     SCALED    
 EW2198* NAVD 88     -       193.486  (meters)     634.80   (feet)  ADJUSTED  
 EW2198  ___________________________________________________________________
 EW2198  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW2198  DYNAMIC HT  -         193.279 (meters)     634.12  (feet)  COMP
 EW2198  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 EW2198
 EW2198  VERT ORDER  -  FIRST     CLASS I
 EW2198
 EW2198.The horizontal coordinates were scaled from a topographic map and have
 EW2198.an estimated accuracy of +/- 6 seconds.
 EW2198
 EW2198.The orthometric height was determined by differential leveling
 EW2198.and adjusted in June 1995.
 EW2198
 EW2198.The geoid height was determined by GEOID03.
 EW2198
 EW2198.The dynamic height is computed by dividing the NAVD 88
 EW2198.geopotential number by the normal gravity value computed on the
 EW2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2198.degrees latitude (g = 980.6199 gals.).
 EW2198
 EW2198.The modeled gravity was interpolated from observed gravity values.
 EW2198
 EW2198;                    North         East    Units  Estimated Accuracy
 EW2198;SPC CA 5     -   571,560.    1,962,030.      MT  (+/- 180 meters Scaled)
 EW2198
 EW2198                          SUPERSEDED SURVEY CONTROL
 EW2198
 EW2198  NGVD 29 (??/??/92)  192.724  (m)          632.30   (f) ADJ UNCH    1 1
 EW2198
 EW2198.Superseded values are not recommended for survey control.
 EW2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2198.See file dsdata.txt to determine how the superseded data were derived.
 EW2198
 EW2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT698790(NAD 83)
 EW2198_MARKER: B = BOLT
 EW2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2198_MARK LOGO: NONE  
 EW2198_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2198+STABILITY: SURFACE MOTION
 EW2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2198+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2198
 EW2198  HISTORY     - Date     Condition        Report By
 EW2198  HISTORY     - UNK      MONUMENTED       CA1980
 EW2198  HISTORY     - 1968     GOOD             CA1980
 EW2198  HISTORY     - 19940819 GOOD             NGS
 EW2198
 EW2198                          STATION DESCRIPTION
 EW2198
 EW2198'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2198'AT LOS ANGELES.
 EW2198'STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF INTERSECTION
 EW2198'OF VENTURA BOULEVARD ABOUT 68 FEET EAST OF THE CENTER LINE OF
 EW2198'GOODLAND AVENUE.
 EW2198
 EW2198                          STATION RECOVERY (1994)
 EW2198
 EW2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2198'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND GOODLAND
 EW2198'AVENUE, NEAR THE CENTER OF THE BOULEVARD, 2O.9 M EAST OF THE EXTENDED
 EW2198'CENTER OF THE AVENUE, 3.0 M (9.8 FT) NORTH OF THE CENTERLINE OF THE
 EW2198'EASTBOUND LANES OF THE BOULEVARD, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 EW2198'OF THE BOULEVARD.  NOTE--ACCESS TO THE MONUMENT IS THROUGH AN 8-INCH
 EW2198'METAL COVER CAST LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2199 ***********************************************************************
 EW2199  DESIGNATION -  08 15540
 EW2199  PID         -  EW2199
 EW2199  STATE/COUNTY-  CA/LOS ANGELES
 EW2199  USGS QUAD   -  VAN NUYS (1972)
 EW2199
 EW2199                         *CURRENT SURVEY CONTROL
 EW2199  ___________________________________________________________________
 EW2199* NAD 83(1986)-  34 08 44.     (N)    118 25 07.     (W)     SCALED    
 EW2199* NAVD 88     -       192.657  (meters)     632.08   (feet)  ADJUSTED  
 EW2199  ___________________________________________________________________
 EW2199  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2199  DYNAMIC HT  -         192.451 (meters)     631.40  (feet)  COMP
 EW2199  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 EW2199
 EW2199  VERT ORDER  -  FIRST     CLASS I
 EW2199
 EW2199.The horizontal coordinates were scaled from a topographic map and have
 EW2199.an estimated accuracy of +/- 6 seconds.
 EW2199
 EW2199.The orthometric height was determined by differential leveling
 EW2199.and adjusted in June 1995.
 EW2199
 EW2199.The geoid height was determined by GEOID03.
 EW2199
 EW2199.The dynamic height is computed by dividing the NAVD 88
 EW2199.geopotential number by the normal gravity value computed on the
 EW2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2199.degrees latitude (g = 980.6199 gals.).
 EW2199
 EW2199.The modeled gravity was interpolated from observed gravity values.
 EW2199
 EW2199;                    North         East    Units  Estimated Accuracy
 EW2199;SPC CA 5     -   571,690.    1,961,390.      MT  (+/- 180 meters Scaled)
 EW2199
 EW2199                          SUPERSEDED SURVEY CONTROL
 EW2199
 EW2199  NGVD 29 (??/??/92)  191.895  (m)          629.58   (f) ADJ UNCH    1 1
 EW2199
 EW2199.Superseded values are not recommended for survey control.
 EW2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2199.See file dsdata.txt to determine how the superseded data were derived.
 EW2199
 EW2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT692792(NAD 83)
 EW2199_MARKER: S = SPIKE
 EW2199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2199_SP_SET: CATCH BASIN
 EW2199_MARK LOGO: NONE  
 EW2199_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2199+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2199
 EW2199  HISTORY     - Date     Condition        Report By
 EW2199  HISTORY     - UNK      MONUMENTED       CA1980
 EW2199  HISTORY     - 1968     GOOD             CA1980
 EW2199  HISTORY     - 19940819 GOOD             NGS
 EW2199  HISTORY     - 20010511 GOOD             NGS
 EW2199
 EW2199                          STATION DESCRIPTION
 EW2199
 EW2199'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2199'AT LOS ANGELES.
 EW2199'CUT SPIKE IN CATCH BASIN, 3.8 FEET SOUTH OF THE SOUTH CURB LINE
 EW2199'OF VENTURA BOULEVARD, 44 FEET EAST OF THE EAST CURB LINE
 EW2199'PROLONGATION OF VALLEY VISTA BOULEVARD, OPPOSITE ETHEL AVENUE.
 EW2199
 EW2199                          STATION RECOVERY (1994)
 EW2199
 EW2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2199'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA AND VALLEY VISTA
 EW2199'BOULEVARDS, A SPIKE NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH
 EW2199'BASIN, 19.5 M (64.0 FT) EAST OF THE CENTERLINE OF VALLEY VISTA
 EW2199'BOULEVARD, 7.4 M (24.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 EW2199'LANES OF VENTURA BOULEVARD, 5.9 M (19.4 FT) EAST OF A SIGNAL LIGHT
 EW2199'POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF VENTURA BOULEVARD.
 EW2199
 EW2199                          STATION RECOVERY (2001)
 EW2199
 EW2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2199'SUBMITTED BY DAN MAC NEIL, PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2200 ***********************************************************************
 EW2200  DESIGNATION -  08 15570
 EW2200  PID         -  EW2200
 EW2200  STATE/COUNTY-  CA/LOS ANGELES
 EW2200  USGS QUAD   -  VAN NUYS (1972)
 EW2200
 EW2200                         *CURRENT SURVEY CONTROL
 EW2200  ___________________________________________________________________
 EW2200* NAD 83(1986)-  34 08 45.     (N)    118 25 08.     (W)     SCALED    
 EW2200* NAVD 88     -       192.446  (meters)     631.38   (feet)  ADJUSTED  
 EW2200  ___________________________________________________________________
 EW2200  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2200  DYNAMIC HT  -         192.240 (meters)     630.71  (feet)  COMP
 EW2200  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 EW2200
 EW2200  VERT ORDER  -  FIRST     CLASS I
 EW2200
 EW2200.The horizontal coordinates were scaled from a topographic map and have
 EW2200.an estimated accuracy of +/- 6 seconds.
 EW2200
 EW2200.The orthometric height was determined by differential leveling
 EW2200.and adjusted in June 1995.
 EW2200
 EW2200.The geoid height was determined by GEOID03.
 EW2200
 EW2200.The dynamic height is computed by dividing the NAVD 88
 EW2200.geopotential number by the normal gravity value computed on the
 EW2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2200.degrees latitude (g = 980.6199 gals.).
 EW2200
 EW2200.The modeled gravity was interpolated from observed gravity values.
 EW2200
 EW2200;                    North         East    Units  Estimated Accuracy
 EW2200;SPC CA 5     -   571,720.    1,961,370.      MT  (+/- 180 meters Scaled)
 EW2200
 EW2200                          SUPERSEDED SURVEY CONTROL
 EW2200
 EW2200  NGVD 29 (??/??/92)  191.693  (m)          628.91   (f) ADJ UNCH    1 1
 EW2200
 EW2200.Superseded values are not recommended for survey control.
 EW2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2200.See file dsdata.txt to determine how the superseded data were derived.
 EW2200
 EW2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT691792(NAD 83)
 EW2200_MARKER: B = BOLT
 EW2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2200_MARK LOGO: NONE  
 EW2200_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2200+STABILITY: SURFACE MOTION
 EW2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2200+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2200
 EW2200  HISTORY     - Date     Condition        Report By
 EW2200  HISTORY     - UNK      MONUMENTED       CA1980
 EW2200  HISTORY     - 1968     GOOD             CA1980
 EW2200  HISTORY     - 19940819 GOOD             NGS
 EW2200
 EW2200                          STATION DESCRIPTION
 EW2200
 EW2200'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2200'AT LOS ANGELES.
 EW2200'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2200'VENTURA BOULEVARD AND ETHEL AVENUE.
 EW2200
 EW2200                          STATION RECOVERY (1994)
 EW2200
 EW2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2200'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND ETHEL
 EW2200'AVENUE, IN THE CENTER OF THE INTERSECTION, 2.1 M (6.9 FT) WEST OF THE
 EW2200'CENTERLINE OF VALLEY VISTA BOULEVARD, AND 0.5 M (1.6 FT) BELOW THE
 EW2200'LEVEL OF THE INTERSECTION.  NOTE--ACCESS TO THE MONUMENT IS THROUGH AN
 EW2200'8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2201 ***********************************************************************
 EW2201  DESIGNATION -  08 15582
 EW2201  PID         -  EW2201
 EW2201  STATE/COUNTY-  CA/LOS ANGELES
 EW2201  USGS QUAD   -  VAN NUYS (1972)
 EW2201
 EW2201                         *CURRENT SURVEY CONTROL
 EW2201  ___________________________________________________________________
 EW2201* NAD 83(1986)-  34 08 45.     (N)    118 25 16.     (W)     SCALED    
 EW2201* NAVD 88     -       192.928  (meters)     632.96   (feet)  ADJUSTED  
 EW2201  ___________________________________________________________________
 EW2201  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2201  DYNAMIC HT  -         192.721 (meters)     632.29  (feet)  COMP
 EW2201  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 EW2201
 EW2201  VERT ORDER  -  FIRST     CLASS I
 EW2201
 EW2201.The horizontal coordinates were scaled from a topographic map and have
 EW2201.an estimated accuracy of +/- 6 seconds.
 EW2201
 EW2201.The orthometric height was determined by differential leveling
 EW2201.and adjusted in June 1995.
 EW2201
 EW2201.The geoid height was determined by GEOID03.
 EW2201
 EW2201.The dynamic height is computed by dividing the NAVD 88
 EW2201.geopotential number by the normal gravity value computed on the
 EW2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2201.degrees latitude (g = 980.6199 gals.).
 EW2201
 EW2201.The modeled gravity was interpolated from observed gravity values.
 EW2201
 EW2201;                    North         East    Units  Estimated Accuracy
 EW2201;SPC CA 5     -   571,720.    1,961,160.      MT  (+/- 180 meters Scaled)
 EW2201
 EW2201                          SUPERSEDED SURVEY CONTROL
 EW2201
 EW2201  NGVD 29 (??/??/92)  192.251  (m)          630.74   (f) ADJ UNCH    1 1
 EW2201
 EW2201.Superseded values are not recommended for survey control.
 EW2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2201.See file dsdata.txt to determine how the superseded data were derived.
 EW2201
 EW2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689792(NAD 83)
 EW2201_MARKER: S = SPIKE
 EW2201_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2201_SP_SET: CURB
 EW2201_MARK LOGO: NONE  
 EW2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2201+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2201
 EW2201  HISTORY     - Date     Condition        Report By
 EW2201  HISTORY     - UNK      MONUMENTED       CA1980
 EW2201  HISTORY     - 1968     GOOD             CA1980
 EW2201  HISTORY     - 19940819 GOOD             NGS
 EW2201
 EW2201                          STATION DESCRIPTION
 EW2201
 EW2201'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2201'AT LOS ANGELES.
 EW2201'WIRE SPIKE IN THE EAST CURB OF LONGRIDGE AVENUE AT THE BEGINNING
 EW2201'OF CURB RETURN SOUTH OF VENTURA BOULEVARD SOUTH ROADWAY, NORTH
 EW2201'END OF CATCH BASIN.
 EW2201
 EW2201                          STATION RECOVERY (1994)
 EW2201
 EW2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2201'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND LONG
 EW2201'RIDGE AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE, 34.4 M
 EW2201'(112.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW2201'BOULEVARD, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF THE AVENUE, 3.6 M
 EW2201'(11.8 FT) NORTH OF THE NORTHWEST CORNER OF A CATCH BASIN, AND 0.2 M
 EW2201'(0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2203 ***********************************************************************
 EW2203  DESIGNATION -  08 15600
 EW2203  PID         -  EW2203
 EW2203  STATE/COUNTY-  CA/LOS ANGELES
 EW2203  USGS QUAD   -  VAN NUYS (1972)
 EW2203
 EW2203                         *CURRENT SURVEY CONTROL
 EW2203  ___________________________________________________________________
 EW2203* NAD 83(1986)-  34 08 47.     (N)    118 25 29.     (W)     SCALED    
 EW2203* NAVD 88     -       193.684  (meters)     635.44   (feet)  ADJUSTED  
 EW2203  ___________________________________________________________________
 EW2203  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2203  DYNAMIC HT  -         193.476 (meters)     634.76  (feet)  COMP
 EW2203  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 EW2203
 EW2203  VERT ORDER  -  FIRST     CLASS I
 EW2203
 EW2203.The horizontal coordinates were scaled from a topographic map and have
 EW2203.an estimated accuracy of +/- 6 seconds.
 EW2203
 EW2203.The orthometric height was determined by differential leveling
 EW2203.and adjusted in June 1995.
 EW2203
 EW2203.The geoid height was determined by GEOID03.
 EW2203
 EW2203.The dynamic height is computed by dividing the NAVD 88
 EW2203.geopotential number by the normal gravity value computed on the
 EW2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2203.degrees latitude (g = 980.6199 gals.).
 EW2203
 EW2203.The modeled gravity was interpolated from observed gravity values.
 EW2203
 EW2203;                    North         East    Units  Estimated Accuracy
 EW2203;SPC CA 5     -   571,780.    1,960,830.      MT  (+/- 180 meters Scaled)
 EW2203
 EW2203                          SUPERSEDED SURVEY CONTROL
 EW2203
 EW2203  NGVD 29 (??/??/92)  192.926  (m)          632.96   (f) ADJ UNCH    1 1
 EW2203
 EW2203.Superseded values are not recommended for survey control.
 EW2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2203.See file dsdata.txt to determine how the superseded data were derived.
 EW2203
 EW2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT686793(NAD 83)
 EW2203_MARKER: S = SPIKE
 EW2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2203_SP_SET: CATCH BASIN
 EW2203_MARK LOGO: NONE  
 EW2203_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2203+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2203
 EW2203  HISTORY     - Date     Condition        Report By
 EW2203  HISTORY     - UNK      MONUMENTED       CA1980
 EW2203  HISTORY     - 1968     GOOD             CA1980
 EW2203  HISTORY     - 19940819 GOOD             NGS
 EW2203  HISTORY     - 20010511 GOOD             NGS
 EW2203
 EW2203                          STATION DESCRIPTION
 EW2203
 EW2203'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2203'AT LOS ANGELES.
 EW2203'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 6 FEET WEST
 EW2203'OF THE BEGINNING OF CURB RETURN WEST OF DIXIE CANYON AVENUE,
 EW2203'EAST END OF CATCH BASIN.
 EW2203
 EW2203                          STATION RECOVERY (1994)
 EW2203
 EW2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2203'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND DIXIE
 EW2203'CANYON AVENUE, A SPIKE NEAR THE NORTHEAST CORNER OF A CONCRETE CATCH
 EW2203'BASIN, 12.8 M (42.0 FT) WEST OF THE CENTERLINE OF THE AVENUE, 6.3 M
 EW2203'(20.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW2203'BOULEVARD, 0.7 M (2.3 FT) WEST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7
 EW2203'FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2203
 EW2203                          STATION RECOVERY (2001)
 EW2203
 EW2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2203'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2204 ***********************************************************************
 EW2204  DESIGNATION -  08 15630
 EW2204  PID         -  EW2204
 EW2204  STATE/COUNTY-  CA/LOS ANGELES
 EW2204  USGS QUAD   -  VAN NUYS (1972)
 EW2204
 EW2204                         *CURRENT SURVEY CONTROL
 EW2204  ___________________________________________________________________
 EW2204* NAD 83(1986)-  34 08 49.     (N)    118 25 38.     (W)     SCALED    
 EW2204* NAVD 88     -       194.636  (meters)     638.57   (feet)  ADJUSTED  
 EW2204  ___________________________________________________________________
 EW2204  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2204  DYNAMIC HT  -         194.428 (meters)     637.89  (feet)  COMP
 EW2204  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 EW2204
 EW2204  VERT ORDER  -  FIRST     CLASS I
 EW2204
 EW2204.The horizontal coordinates were scaled from a topographic map and have
 EW2204.an estimated accuracy of +/- 6 seconds.
 EW2204
 EW2204.The orthometric height was determined by differential leveling
 EW2204.and adjusted in June 1995.
 EW2204
 EW2204.The geoid height was determined by GEOID03.
 EW2204
 EW2204.The dynamic height is computed by dividing the NAVD 88
 EW2204.geopotential number by the normal gravity value computed on the
 EW2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2204.degrees latitude (g = 980.6199 gals.).
 EW2204
 EW2204.The modeled gravity was interpolated from observed gravity values.
 EW2204
 EW2204;                    North         East    Units  Estimated Accuracy
 EW2204;SPC CA 5     -   571,850.    1,960,600.      MT  (+/- 180 meters Scaled)
 EW2204
 EW2204                          SUPERSEDED SURVEY CONTROL
 EW2204
 EW2204  NGVD 29 (??/??/92)  193.864  (m)          636.04   (f) ADJ UNCH    1 1
 EW2204
 EW2204.Superseded values are not recommended for survey control.
 EW2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2204.See file dsdata.txt to determine how the superseded data were derived.
 EW2204
 EW2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT684793(NAD 83)
 EW2204_MARKER: S = SPIKE
 EW2204_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2204_SP_SET: CURB
 EW2204_MARK LOGO: NONE  
 EW2204_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2204+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2204
 EW2204  HISTORY     - Date     Condition        Report By
 EW2204  HISTORY     - UNK      MONUMENTED       CA1980
 EW2204  HISTORY     - 1968     GOOD             CA1980
 EW2204  HISTORY     - 19940819 GOOD             NGS
 EW2204  HISTORY     - 20010511 GOOD             NGS
 EW2204
 EW2204                          STATION DESCRIPTION
 EW2204
 EW2204'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2204'AT LOS ANGELES.
 EW2204'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 20 FEET
 EW2204'EAST OF THE EAST CURB LINE PROLONGATION OF SUNNYSLOPE AVENUE
 EW2204'TO THE SOUTH.
 EW2204
 EW2204                          STATION RECOVERY (1994)
 EW2204
 EW2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2204'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW2204'SUNNYSLOPE AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE
 EW2204'BOULEVARD, 10.8 M (35.4 FT) SOUTH OF BENCH MARK 08 15630, 10.1 M (33.1
 EW2204'FT) EAST OF THE CENTERLINE OF THE AVENUE, 6.1 M (20.0 FT) SOUTH OF THE
 EW2204'CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 0.7 M (2.3 FT)
 EW2204'NORTH OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 EW2204'THE BOULEVARD.
 EW2204
 EW2204                          STATION RECOVERY (2001)
 EW2204
 EW2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2204'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2206 ***********************************************************************
 EW2206  DESIGNATION -  08 15660
 EW2206  PID         -  EW2206
 EW2206  STATE/COUNTY-  CA/LOS ANGELES
 EW2206  USGS QUAD   -  VAN NUYS (1972)
 EW2206
 EW2206                         *CURRENT SURVEY CONTROL
 EW2206  ___________________________________________________________________
 EW2206* NAD 83(1986)-  34 08 50.     (N)    118 25 39.     (W)     SCALED    
 EW2206* NAVD 88     -       194.395  (meters)     637.78   (feet)  ADJUSTED  
 EW2206  ___________________________________________________________________
 EW2206  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2206  DYNAMIC HT  -         194.188 (meters)     637.10  (feet)  COMP
 EW2206  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 EW2206
 EW2206  VERT ORDER  -  FIRST     CLASS I
 EW2206
 EW2206.The horizontal coordinates were scaled from a topographic map and have
 EW2206.an estimated accuracy of +/- 6 seconds.
 EW2206
 EW2206.The orthometric height was determined by differential leveling
 EW2206.and adjusted in June 1995.
 EW2206
 EW2206.The geoid height was determined by GEOID03.
 EW2206
 EW2206.The dynamic height is computed by dividing the NAVD 88
 EW2206.geopotential number by the normal gravity value computed on the
 EW2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2206.degrees latitude (g = 980.6199 gals.).
 EW2206
 EW2206.The modeled gravity was interpolated from observed gravity values.
 EW2206
 EW2206;                    North         East    Units  Estimated Accuracy
 EW2206;SPC CA 5     -   571,880.    1,960,580.      MT  (+/- 180 meters Scaled)
 EW2206
 EW2206                          SUPERSEDED SURVEY CONTROL
 EW2206
 EW2206  NGVD 29 (??/??/92)  193.619  (m)          635.23   (f) ADJ UNCH    1 1
 EW2206
 EW2206.Superseded values are not recommended for survey control.
 EW2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2206.See file dsdata.txt to determine how the superseded data were derived.
 EW2206
 EW2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT683794(NAD 83)
 EW2206_MARKER: B = BOLT
 EW2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2206_MARK LOGO: NONE  
 EW2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2206+STABILITY: SURFACE MOTION
 EW2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2206+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2206
 EW2206  HISTORY     - Date     Condition        Report By
 EW2206  HISTORY     - UNK      MONUMENTED       CA1980
 EW2206  HISTORY     - 1968     GOOD             CA1980
 EW2206  HISTORY     - 19940819 GOOD             NGS
 EW2206
 EW2206                          STATION DESCRIPTION
 EW2206
 EW2206'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2206'AT LOS ANGELES.
 EW2206'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2206'VENTURA BOULEVARD AND SUNNYSLOPE AVENUE FROM THE NORTH.
 EW2206
 EW2206                          STATION RECOVERY (1994)
 EW2206
 EW2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2206'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW2206'SUNNYSLOPE AVENUE, IN CENTER OF THE INTERSECTION, 10.8 M (35.4 FT)
 EW2206'NORTH OF BENCH MARK 08 15630, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 EW2206'INTERSECTION.  NOTE--ACCESS TO THE MONUMENT IS THROUGH AN 8-INCH METAL
 EW2206'COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2205 ***********************************************************************
 EW2205  DESIGNATION -  08 15690
 EW2205  PID         -  EW2205
 EW2205  STATE/COUNTY-  CA/LOS ANGELES
 EW2205  USGS QUAD   -  VAN NUYS (1972)
 EW2205
 EW2205                         *CURRENT SURVEY CONTROL
 EW2205  ___________________________________________________________________
 EW2205* NAD 83(1986)-  34 08 50.     (N)    118 25 42.     (W)     SCALED    
 EW2205* NAVD 88     -       195.260  (meters)     640.62   (feet)  ADJUSTED  
 EW2205  ___________________________________________________________________
 EW2205  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2205  DYNAMIC HT  -         195.051 (meters)     639.93  (feet)  COMP
 EW2205  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 EW2205
 EW2205  VERT ORDER  -  FIRST     CLASS I
 EW2205
 EW2205.The horizontal coordinates were scaled from a topographic map and have
 EW2205.an estimated accuracy of +/- 6 seconds.
 EW2205
 EW2205.The orthometric height was determined by differential leveling
 EW2205.and adjusted in June 1995.
 EW2205
 EW2205.The geoid height was determined by GEOID03.
 EW2205
 EW2205.The dynamic height is computed by dividing the NAVD 88
 EW2205.geopotential number by the normal gravity value computed on the
 EW2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2205.degrees latitude (g = 980.6199 gals.).
 EW2205
 EW2205.The modeled gravity was interpolated from observed gravity values.
 EW2205
 EW2205;                    North         East    Units  Estimated Accuracy
 EW2205;SPC CA 5     -   571,880.    1,960,500.      MT  (+/- 180 meters Scaled)
 EW2205
 EW2205                          SUPERSEDED SURVEY CONTROL
 EW2205
 EW2205  NGVD 29 (??/??/92)  194.500  (m)          638.12   (f) ADJ UNCH    1 1
 EW2205
 EW2205.Superseded values are not recommended for survey control.
 EW2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2205.See file dsdata.txt to determine how the superseded data were derived.
 EW2205
 EW2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT683794(NAD 83)
 EW2205_MARKER: S = SPIKE
 EW2205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2205_SP_SET: CURB
 EW2205_MARK LOGO: NONE  
 EW2205_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2205+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2205
 EW2205  HISTORY     - Date     Condition        Report By
 EW2205  HISTORY     - UNK      MONUMENTED       CA1980
 EW2205  HISTORY     - 1968     GOOD             CA1980
 EW2205  HISTORY     - 19940819 GOOD             NGS
 EW2205
 EW2205                          STATION DESCRIPTION
 EW2205
 EW2205'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2205'AT LOS ANGELES.
 EW2205'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 2 FEET
 EW2205'EAST OF THE BEGINNING OF CURB RETURN EAST OF ALLOTT AVENUE.
 EW2205
 EW2205                          STATION RECOVERY (1994)
 EW2205
 EW2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2205'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND ALLOTT
 EW2205'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 9.6 M
 EW2205'(31.5 FT) EAST OF THE CENTER OF THE AVENUE, 6.2 M (20.3 FT) SOUTH OF
 EW2205'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, AND 0.2 M (0.7
 EW2205'FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2207 ***********************************************************************
 EW2207  DESIGNATION -  08 15720
 EW2207  PID         -  EW2207
 EW2207  STATE/COUNTY-  CA/LOS ANGELES
 EW2207  USGS QUAD   -  VAN NUYS (1972)
 EW2207
 EW2207                         *CURRENT SURVEY CONTROL
 EW2207  ___________________________________________________________________
 EW2207* NAD 83(1986)-  34 08 48.     (N)    118 25 53.     (W)     SCALED    
 EW2207* NAVD 88     -       197.270  (meters)     647.21   (feet)  ADJUSTED  
 EW2207  ___________________________________________________________________
 EW2207  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2207  DYNAMIC HT  -         197.060 (meters)     646.52  (feet)  COMP
 EW2207  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 EW2207
 EW2207  VERT ORDER  -  FIRST     CLASS I
 EW2207
 EW2207.The horizontal coordinates were scaled from a topographic map and have
 EW2207.an estimated accuracy of +/- 6 seconds.
 EW2207
 EW2207.The orthometric height was determined by differential leveling
 EW2207.and adjusted in June 1995.
 EW2207
 EW2207.The geoid height was determined by GEOID03.
 EW2207
 EW2207.The dynamic height is computed by dividing the NAVD 88
 EW2207.geopotential number by the normal gravity value computed on the
 EW2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2207.degrees latitude (g = 980.6199 gals.).
 EW2207
 EW2207.The modeled gravity was interpolated from observed gravity values.
 EW2207
 EW2207;                    North         East    Units  Estimated Accuracy
 EW2207;SPC CA 5     -   571,820.    1,960,220.      MT  (+/- 180 meters Scaled)
 EW2207
 EW2207                          SUPERSEDED SURVEY CONTROL
 EW2207
 EW2207  NGVD 29 (??/??/92)  196.503  (m)          644.69   (f) ADJ UNCH    1 1
 EW2207
 EW2207.Superseded values are not recommended for survey control.
 EW2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2207.See file dsdata.txt to determine how the superseded data were derived.
 EW2207
 EW2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680793(NAD 83)
 EW2207_MARKER: DB = BENCH MARK DISK
 EW2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2207_MARK LOGO: CA1980
 EW2207_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2207+STABILITY: SURFACE MOTION
 EW2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2207+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2207
 EW2207  HISTORY     - Date     Condition        Report By
 EW2207  HISTORY     - UNK      MONUMENTED       CA1980
 EW2207  HISTORY     - 1968     GOOD             CA1980
 EW2207  HISTORY     - 19940819 GOOD             NGS
 EW2207  HISTORY     - 20010511 GOOD             NGS
 EW2207
 EW2207                          STATION DESCRIPTION
 EW2207
 EW2207'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2207'AT LOS ANGELES.
 EW2207'STANDARD CITY DISC 2 FEET SOUTH OF THE SOUTH CURB LINE OF
 EW2207'BENEDICT CANYON DRIVE, 7.5 FEET WEST OF THE CENTER LINE
 EW2207'PROLONGATION OF WOODMAN AVENUE.
 EW2207
 EW2207                          STATION RECOVERY (1994)
 EW2207
 EW2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2207'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND WOODMAN
 EW2207'AVENUE, 49.9 M (163.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 EW2207'LANES OF THE BOULEVARD, 11.1 M (36.4 FT) SOUTHWEST OF THE CENTERLINE
 EW2207'OF WOODMAN AVENUE LEADING SOUTH, 7.2 M (23.6 FT) SOUTHEAST OF THE
 EW2207'CENTER OF BENEDICT CANYON DRIVE, 4.1 M (13.5 FT) WEST OF THE EXTENDED
 EW2207'CENTER OF WOODMAN AVENUE LEADING NORTH, 1.8 M (5.9 FT) SOUTHWEST OF A
 EW2207'UTILITY POLE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 EW2207'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EW2207
 EW2207                          STATION RECOVERY (2001)
 EW2207
 EW2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2207'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2209 ***********************************************************************
 EW2209  DESIGNATION -  08 15750
 EW2209  PID         -  EW2209
 EW2209  STATE/COUNTY-  CA/LOS ANGELES
 EW2209  USGS QUAD   -  VAN NUYS (1972)
 EW2209
 EW2209                         *CURRENT SURVEY CONTROL
 EW2209  ___________________________________________________________________
 EW2209* NAD 83(1986)-  34 08 53.     (N)    118 26 06.     (W)     SCALED    
 EW2209* NAVD 88     -       197.300  (meters)     647.31   (feet)  ADJUSTED  
 EW2209  ___________________________________________________________________
 EW2209  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2209  DYNAMIC HT  -         197.090 (meters)     646.62  (feet)  COMP
 EW2209  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 EW2209
 EW2209  VERT ORDER  -  FIRST     CLASS I
 EW2209
 EW2209.The horizontal coordinates were scaled from a topographic map and have
 EW2209.an estimated accuracy of +/- 6 seconds.
 EW2209
 EW2209.The orthometric height was determined by differential leveling
 EW2209.and adjusted in June 1995.
 EW2209
 EW2209.The geoid height was determined by GEOID03.
 EW2209
 EW2209.The dynamic height is computed by dividing the NAVD 88
 EW2209.geopotential number by the normal gravity value computed on the
 EW2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2209.degrees latitude (g = 980.6199 gals.).
 EW2209
 EW2209.The modeled gravity was interpolated from observed gravity values.
 EW2209
 EW2209;                    North         East    Units  Estimated Accuracy
 EW2209;SPC CA 5     -   571,970.    1,959,880.      MT  (+/- 180 meters Scaled)
 EW2209
 EW2209                          SUPERSEDED SURVEY CONTROL
 EW2209
 EW2209  NGVD 29 (??/??/92)  196.533  (m)          644.79   (f) ADJ UNCH    1 1
 EW2209
 EW2209.Superseded values are not recommended for survey control.
 EW2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2209.See file dsdata.txt to determine how the superseded data were derived.
 EW2209
 EW2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT677795(NAD 83)
 EW2209_MARKER: S = SPIKE
 EW2209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2209_SP_SET: CURB
 EW2209_MARK LOGO: NONE  
 EW2209_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2209+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2209
 EW2209  HISTORY     - Date     Condition        Report By
 EW2209  HISTORY     - UNK      MONUMENTED       CA1980
 EW2209  HISTORY     - 1968     GOOD             CA1980
 EW2209  HISTORY     - 19940819 GOOD             NGS
 EW2209  HISTORY     - 20010511 GOOD             NGS
 EW2209
 EW2209                          STATION DESCRIPTION
 EW2209
 EW2209'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2209'AT LOS ANGELES.
 EW2209'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 5 FEET EAST
 EW2209'OF THE BEGINNING OF CURB RETURN EAST OF STERN AVENUE.
 EW2209
 EW2209                          STATION RECOVERY (1994)
 EW2209
 EW2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2209'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND STERN
 EW2209'AVENUE LEADING SOUTH, A SPIKE IN THE SOUTH CONCRETE CURB OF THE
 EW2209'BOULEVARD, 12.3 M (40.4 FT) EAST OF THE CENTER OF THE AVENUE, 6.1 M
 EW2209'(20.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW2209'BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW2209
 EW2209                          STATION RECOVERY (2001)
 EW2209
 EW2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2209'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2210 ***********************************************************************
 EW2210  DESIGNATION -  08 15780
 EW2210  PID         -  EW2210
 EW2210  STATE/COUNTY-  CA/LOS ANGELES
 EW2210  USGS QUAD   -  VAN NUYS (1972)
 EW2210
 EW2210                         *CURRENT SURVEY CONTROL
 EW2210  ___________________________________________________________________
 EW2210* NAD 83(1986)-  34 08 54.     (N)    118 26 08.     (W)     SCALED    
 EW2210* NAVD 88     -       198.03   (+/-2cm)     649.7    (feet)  VERTCON   
 EW2210  ___________________________________________________________________
 EW2210  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2210  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2210
 EW2210.The horizontal coordinates were scaled from a topographic map and have
 EW2210.an estimated accuracy of +/- 6 seconds.
 EW2210
 EW2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2210.The vertical order pertains to the NGVD 29 superseded value.
 EW2210
 EW2210.The geoid height was determined by GEOID03.
 EW2210
 EW2210;                    North         East    Units  Estimated Accuracy
 EW2210;SPC CA 5     -   572,000.    1,959,830.      MT  (+/- 180 meters Scaled)
 EW2210
 EW2210                          SUPERSEDED SURVEY CONTROL
 EW2210
 EW2210  NGVD 29 (??/??/92)  197.246  (m)          647.13   (f) ADJ UNCH    1 1
 EW2210
 EW2210.Superseded values are not recommended for survey control.
 EW2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2210.See file dsdata.txt to determine how the superseded data were derived.
 EW2210
 EW2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT676795(NAD 83)
 EW2210_MARKER: Z = SEE DESCRIPTION
 EW2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2210+STABILITY: SURFACE MOTION
 EW2210
 EW2210  HISTORY     - Date     Condition        Report By
 EW2210  HISTORY     - UNK      MONUMENTED       CA1980
 EW2210  HISTORY     - 1968     GOOD             CA1980
 EW2210  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2210
 EW2210                          STATION DESCRIPTION
 EW2210
 EW2210'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2210'AT LOS ANGELES.
 EW2210'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2210'VENTURA BOULEVARD AND STERN AVENUE FROM THE NORTH.
 EW2210
 EW2210                          STATION RECOVERY (1994)
 EW2210
 EW2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2210'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2211 ***********************************************************************
 EW2211  DESIGNATION -  08 15810
 EW2211  PID         -  EW2211
 EW2211  STATE/COUNTY-  CA/LOS ANGELES
 EW2211  USGS QUAD   -  VAN NUYS (1972)
 EW2211
 EW2211                         *CURRENT SURVEY CONTROL
 EW2211  ___________________________________________________________________
 EW2211* NAD 83(1986)-  34 08 54.     (N)    118 26 14.     (W)     SCALED    
 EW2211* NAVD 88     -       201.068  (meters)     659.67   (feet)  ADJUSTED  
 EW2211  ___________________________________________________________________
 EW2211  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2211  DYNAMIC HT  -         200.855 (meters)     658.97  (feet)  COMP
 EW2211  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 EW2211
 EW2211  VERT ORDER  -  FIRST     CLASS I
 EW2211
 EW2211.The horizontal coordinates were scaled from a topographic map and have
 EW2211.an estimated accuracy of +/- 6 seconds.
 EW2211
 EW2211.The orthometric height was determined by differential leveling
 EW2211.and adjusted in June 1995.
 EW2211
 EW2211.The geoid height was determined by GEOID03.
 EW2211
 EW2211.The dynamic height is computed by dividing the NAVD 88
 EW2211.geopotential number by the normal gravity value computed on the
 EW2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2211.degrees latitude (g = 980.6199 gals.).
 EW2211
 EW2211.The modeled gravity was interpolated from observed gravity values.
 EW2211
 EW2211;                    North         East    Units  Estimated Accuracy
 EW2211;SPC CA 5     -   572,000.    1,959,680.      MT  (+/- 180 meters Scaled)
 EW2211
 EW2211                          SUPERSEDED SURVEY CONTROL
 EW2211
 EW2211  NGVD 29 (??/??/92)  200.293  (m)          657.13   (f) ADJ UNCH    1 1
 EW2211
 EW2211.Superseded values are not recommended for survey control.
 EW2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2211.See file dsdata.txt to determine how the superseded data were derived.
 EW2211
 EW2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT675795(NAD 83)
 EW2211_MARKER: S = SPIKE
 EW2211_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2211_SP_SET: CURB
 EW2211_MARK LOGO: NONE  
 EW2211_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2211+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2211
 EW2211  HISTORY     - Date     Condition        Report By
 EW2211  HISTORY     - UNK      MONUMENTED       CA1980
 EW2211  HISTORY     - 1968     GOOD             CA1980
 EW2211  HISTORY     - 19940819 GOOD             NGS
 EW2211
 EW2211                          STATION DESCRIPTION
 EW2211
 EW2211'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2211'AT LOS ANGELES.
 EW2211'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 4 FEET EAST
 EW2211'OF THE BEGINNING OF CURB RETURN EAST OF COSTELLO AVENUE.
 EW2211
 EW2211                          STATION RECOVERY (1994)
 EW2211
 EW2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2211'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND COSTELLO
 EW2211'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 11.8 M
 EW2211'(38.7 FT) EAST OF THE CENTER OF THE AVENUE, 6.3 M (20.7 FT) SOUTH OF
 EW2211'THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, AND 0.2 M (0.7
 EW2211'FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2212 ***********************************************************************
 EW2212  DESIGNATION -  08 15840
 EW2212  PID         -  EW2212
 EW2212  STATE/COUNTY-  CA/LOS ANGELES
 EW2212  USGS QUAD   -  VAN NUYS (1972)
 EW2212
 EW2212                         *CURRENT SURVEY CONTROL
 EW2212  ___________________________________________________________________
 EW2212* NAD 83(1986)-  34 08 56.     (N)    118 26 21.     (W)     SCALED    
 EW2212* NAVD 88     -       205.023  (meters)     672.65   (feet)  ADJUSTED  
 EW2212  ___________________________________________________________________
 EW2212  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2212  DYNAMIC HT  -         204.805 (meters)     671.93  (feet)  COMP
 EW2212  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 EW2212
 EW2212  VERT ORDER  -  FIRST     CLASS I
 EW2212
 EW2212.The horizontal coordinates were scaled from a topographic map and have
 EW2212.an estimated accuracy of +/- 6 seconds.
 EW2212
 EW2212.The orthometric height was determined by differential leveling
 EW2212.and adjusted in June 1995.
 EW2212
 EW2212.The geoid height was determined by GEOID03.
 EW2212
 EW2212.The dynamic height is computed by dividing the NAVD 88
 EW2212.geopotential number by the normal gravity value computed on the
 EW2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2212.degrees latitude (g = 980.6199 gals.).
 EW2212
 EW2212.The modeled gravity was interpolated from observed gravity values.
 EW2212
 EW2212;                    North         East    Units  Estimated Accuracy
 EW2212;SPC CA 5     -   572,070.    1,959,500.      MT  (+/- 180 meters Scaled)
 EW2212
 EW2212                          SUPERSEDED SURVEY CONTROL
 EW2212
 EW2212  NGVD 29 (??/??/92)  204.296  (m)          670.26   (f) ADJ UNCH    1 1
 EW2212
 EW2212.Superseded values are not recommended for survey control.
 EW2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2212.See file dsdata.txt to determine how the superseded data were derived.
 EW2212
 EW2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT673796(NAD 83)
 EW2212_MARKER: S = SPIKE
 EW2212_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2212_SP_SET: CURB
 EW2212_MARK LOGO: NONE  
 EW2212_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2212+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2212
 EW2212  HISTORY     - Date     Condition        Report By
 EW2212  HISTORY     - UNK      MONUMENTED       CA1980
 EW2212  HISTORY     - 1968     GOOD             CA1980
 EW2212  HISTORY     - 19940819 GOOD             NGS
 EW2212
 EW2212                          STATION DESCRIPTION
 EW2212
 EW2212'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2212'AT LOS ANGELES.
 EW2212'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 4 FEET
 EW2212'EAST OF THE BEGINNING OF CURB RETURN EAST OF HAZELTINE AVENUE
 EW2212'TO THE SOUTH.
 EW2212
 EW2212                          STATION RECOVERY (1994)
 EW2212
 EW2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2212'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW2212'HAZELTINE AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD,
 EW2212'11.9 M (39.0 FT) EAST OF THE CENTER OF THE AVENUE, 6.2 M (20.3 FT)
 EW2212'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 1.8 M
 EW2212'(5.9 FT) EAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 EW2212'LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2213 ***********************************************************************
 EW2213  DESIGNATION -  08 15885
 EW2213  PID         -  EW2213
 EW2213  STATE/COUNTY-  CA/LOS ANGELES
 EW2213  USGS QUAD   -  VAN NUYS (1972)
 EW2213
 EW2213                         *CURRENT SURVEY CONTROL
 EW2213  ___________________________________________________________________
 EW2213* NAD 83(1986)-  34 08 57.     (N)    118 26 27.     (W)     SCALED    
 EW2213* NAVD 88     -       204.738  (meters)     671.71   (feet)  ADJUSTED  
 EW2213  ___________________________________________________________________
 EW2213  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2213  DYNAMIC HT  -         204.521 (meters)     671.00  (feet)  COMP
 EW2213  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 EW2213
 EW2213  VERT ORDER  -  FIRST     CLASS I
 EW2213
 EW2213.The horizontal coordinates were scaled from a topographic map and have
 EW2213.an estimated accuracy of +/- 6 seconds.
 EW2213
 EW2213.The orthometric height was determined by differential leveling
 EW2213.and adjusted in June 1995.
 EW2213
 EW2213.The geoid height was determined by GEOID03.
 EW2213
 EW2213.The dynamic height is computed by dividing the NAVD 88
 EW2213.geopotential number by the normal gravity value computed on the
 EW2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2213.degrees latitude (g = 980.6199 gals.).
 EW2213
 EW2213.The modeled gravity was interpolated from observed gravity values.
 EW2213
 EW2213;                    North         East    Units  Estimated Accuracy
 EW2213;SPC CA 5     -   572,100.    1,959,350.      MT  (+/- 180 meters Scaled)
 EW2213
 EW2213                          SUPERSEDED SURVEY CONTROL
 EW2213
 EW2213  NGVD 29 (??/??/92)  203.97   (m)          669.2    (f) COMPUTED    1 1
 EW2213
 EW2213.Superseded values are not recommended for survey control.
 EW2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2213.See file dsdata.txt to determine how the superseded data were derived.
 EW2213
 EW2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT671796(NAD 83)
 EW2213_MARKER: S = SPIKE
 EW2213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2213_SP_SET: CURB
 EW2213_MARK LOGO: NONE  
 EW2213_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2213+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2213
 EW2213  HISTORY     - Date     Condition        Report By
 EW2213  HISTORY     - UNK      MONUMENTED       RBNF
 EW2213  HISTORY     - 1975     GOOD             CA1980
 EW2213  HISTORY     - 1975     GOOD             CA1980
 EW2213  HISTORY     - 19940819 GOOD             NGS
 EW2213
 EW2213                          STATION DESCRIPTION
 EW2213
 EW2213'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2213'IN LOS ANGELES.
 EW2213'WIRE SPIKE IN WEST CURB OF STANSBURY AVENUE, 2 FEET SOUTH OF BOX CULVE
 EW2213'CURB RETURN SOUTH OF VENTURA BLVD..
 EW2213
 EW2213                          STATION RECOVERY (1975)
 EW2213
 EW2213'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2213'RECOVERED IN GOOD CONDITION.
 EW2213
 EW2213                          STATION RECOVERY (1994)
 EW2213
 EW2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2213'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND
 EW2213'STANSBURY AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE,
 EW2213'15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EW2213'BOULEVARD, 6.4 M (21.0 FT) WEST OF THE CENTER OF THE AVENUE, AND 0.2
 EW2213'ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2215 ***********************************************************************
 EW2215  DESIGNATION -  08 15900
 EW2215  PID         -  EW2215
 EW2215  STATE/COUNTY-  CA/LOS ANGELES
 EW2215  USGS QUAD   -  VAN NUYS (1972)
 EW2215
 EW2215                         *CURRENT SURVEY CONTROL
 EW2215  ___________________________________________________________________
 EW2215* NAD 83(1986)-  34 08 58.     (N)    118 26 31.     (W)     SCALED    
 EW2215* NAVD 88     -       203.335  (meters)     667.11   (feet)  ADJUSTED  
 EW2215  ___________________________________________________________________
 EW2215  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2215  DYNAMIC HT  -         203.119 (meters)     666.40  (feet)  COMP
 EW2215  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 EW2215
 EW2215  VERT ORDER  -  FIRST     CLASS I
 EW2215
 EW2215.The horizontal coordinates were scaled from a topographic map and have
 EW2215.an estimated accuracy of +/- 6 seconds.
 EW2215
 EW2215.The orthometric height was determined by differential leveling
 EW2215.and adjusted in June 1995.
 EW2215
 EW2215.The geoid height was determined by GEOID03.
 EW2215
 EW2215.The dynamic height is computed by dividing the NAVD 88
 EW2215.geopotential number by the normal gravity value computed on the
 EW2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2215.degrees latitude (g = 980.6199 gals.).
 EW2215
 EW2215.The modeled gravity was interpolated from observed gravity values.
 EW2215
 EW2215;                    North         East    Units  Estimated Accuracy
 EW2215;SPC CA 5     -   572,130.    1,959,240.      MT  (+/- 180 meters Scaled)
 EW2215
 EW2215                          SUPERSEDED SURVEY CONTROL
 EW2215
 EW2215  NGVD 29 (??/??/92)  202.569  (m)          664.60   (f) ADJ UNCH    1 1
 EW2215
 EW2215.Superseded values are not recommended for survey control.
 EW2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2215.See file dsdata.txt to determine how the superseded data were derived.
 EW2215
 EW2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT670796(NAD 83)
 EW2215_MARKER: S = SPIKE
 EW2215_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2215_SP_SET: CURB
 EW2215_MARK LOGO: NONE  
 EW2215_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2215+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2215
 EW2215  HISTORY     - Date     Condition        Report By
 EW2215  HISTORY     - UNK      MONUMENTED       CA1980
 EW2215  HISTORY     - 1968     GOOD             CA1980
 EW2215  HISTORY     - 19940819 GOOD             NGS
 EW2215
 EW2215                          STATION DESCRIPTION
 EW2215
 EW2215'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2215'AT LOS ANGELES.
 EW2215'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 5 FEET WEST
 EW2215'OF THE WEST PROPERTY LINE PROLONGATION OF CALHOUN AVENUE.
 EW2215
 EW2215                          STATION RECOVERY (1994)
 EW2215
 EW2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2215'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND CALHOUN
 EW2215'AVENUE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE BOULEVARD, 9.8 M
 EW2215'(32.2 FT) WEST OF THE EXTENDED CENTER OF THE AVENUE, 6.2 M (20.3 FT)
 EW2215'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, AND
 EW2215'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2217 ***********************************************************************
 EW2217  DESIGNATION -  08 15930
 EW2217  PID         -  EW2217
 EW2217  STATE/COUNTY-  CA/LOS ANGELES
 EW2217  USGS QUAD   -  VAN NUYS (1972)
 EW2217
 EW2217                         *CURRENT SURVEY CONTROL
 EW2217  ___________________________________________________________________
 EW2217* NAD 83(1986)-  34 09 00.     (N)    118 26 45.     (W)     SCALED    
 EW2217* NAVD 88     -       201.39   (+/-2cm)     660.7    (feet)  VERTCON   
 EW2217  ___________________________________________________________________
 EW2217  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2217  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2217
 EW2217.The horizontal coordinates were scaled from a topographic map and have
 EW2217.an estimated accuracy of +/- 6 seconds.
 EW2217
 EW2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2217.The vertical order pertains to the NGVD 29 superseded value.
 EW2217
 EW2217.The geoid height was determined by GEOID03.
 EW2217
 EW2217;                    North         East    Units  Estimated Accuracy
 EW2217;SPC CA 5     -   572,190.    1,958,890.      MT  (+/- 180 meters Scaled)
 EW2217
 EW2217                          SUPERSEDED SURVEY CONTROL
 EW2217
 EW2217  NGVD 29 (??/??/92)  200.60   (m)          658.1    (f) COMPUTED    1 1
 EW2217
 EW2217.Superseded values are not recommended for survey control.
 EW2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2217.See file dsdata.txt to determine how the superseded data were derived.
 EW2217
 EW2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667797(NAD 83)
 EW2217_MARKER: Z = SEE DESCRIPTION
 EW2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2217_SP_SET: CONCRETE POST
 EW2217_STAMPING: 11-V
 EW2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2217+STABILITY: SURFACE MOTION
 EW2217
 EW2217  HISTORY     - Date     Condition        Report By
 EW2217  HISTORY     - UNK      MONUMENTED       CA1980
 EW2217  HISTORY     - 1961     POOR             CA1980
 EW2217  HISTORY     - 1961     POOR             CA1980
 EW2217  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2217
 EW2217                          STATION DESCRIPTION
 EW2217
 EW2217'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1961
 EW2217'IN LOS ANGELES.
 EW2217'CITY DISC IN 8-IN MONUMENT STAMPED 11-V, 2.7 FEET SOUTH OF SOUTH CURB-
 EW2217'LINE OF VENTURA BLVD., 73 FEET EAST OF EAST CURBLINE OF BEVERLY GLEN
 EW2217'BLVD., UNDER CAST 1 RON COVER MARKED OPW C1NO..
 EW2217
 EW2217                          STATION RECOVERY (1961)
 EW2217
 EW2217'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 EW2217'MARK RECOVERED IN POOR CONDITION.
 EW2217
 EW2217                          STATION RECOVERY (1994)
 EW2217
 EW2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2217'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2216 ***********************************************************************
 EW2216  DESIGNATION -  08 15935
 EW2216  PID         -  EW2216
 EW2216  STATE/COUNTY-  CA/LOS ANGELES
 EW2216  USGS QUAD   -  VAN NUYS (1972)
 EW2216
 EW2216                         *CURRENT SURVEY CONTROL
 EW2216  ___________________________________________________________________
 EW2216* NAD 83(1986)-  34 08 59.     (N)    118 26 44.     (W)     SCALED    
 EW2216* NAVD 88     -       201.15   (+/-2cm)     659.9    (feet)  VERTCON   
 EW2216  ___________________________________________________________________
 EW2216  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2216  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2216
 EW2216.The horizontal coordinates were scaled from a topographic map and have
 EW2216.an estimated accuracy of +/- 6 seconds.
 EW2216
 EW2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2216.The vertical order pertains to the NGVD 29 superseded value.
 EW2216
 EW2216.The geoid height was determined by GEOID03.
 EW2216
 EW2216;                    North         East    Units  Estimated Accuracy
 EW2216;SPC CA 5     -   572,160.    1,958,910.      MT  (+/- 180 meters Scaled)
 EW2216
 EW2216                          SUPERSEDED SURVEY CONTROL
 EW2216
 EW2216  NGVD 29 (??/??/92)  200.36   (m)          657.3    (f) COMPUTED    1 1
 EW2216
 EW2216.Superseded values are not recommended for survey control.
 EW2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2216.See file dsdata.txt to determine how the superseded data were derived.
 EW2216
 EW2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667797(NAD 83)
 EW2216_MARKER: S = SPIKE
 EW2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2216_SP_SET: CURB
 EW2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2216
 EW2216  HISTORY     - Date     Condition        Report By
 EW2216  HISTORY     - UNK      MONUMENTED       RBNF
 EW2216  HISTORY     - 1975     GOOD             CA1980
 EW2216  HISTORY     - 1975     GOOD             CA1980
 EW2216  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2216
 EW2216                          STATION DESCRIPTION
 EW2216
 EW2216'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2216'IN LOS ANGELES.
 EW2216'SQUARE SPIKE IN NORTHERLY CURB OF VENTURA BLVD., 6.7 FEET EAST OF CEN-
 EW2216'TER OF DOORWAY AT NO14401 CASA DE CADILLAC, 34 WEST OF WESTCURBLINE
 EW2216'PRODUCED OF BEVERLY GLEN BLVD..
 EW2216
 EW2216                          STATION RECOVERY (1975)
 EW2216
 EW2216'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2216'RECOVERED IN GOOD CONDITION.
 EW2216
 EW2216                          STATION RECOVERY (1994)
 EW2216
 EW2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2216'THE CURB AT THE DESCRIBED LOCATION IS MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2218 ***********************************************************************
 EW2218  DESIGNATION -  08 15960
 EW2218  PID         -  EW2218
 EW2218  STATE/COUNTY-  CA/LOS ANGELES
 EW2218  USGS QUAD   -  VAN NUYS (1972)
 EW2218
 EW2218                         *CURRENT SURVEY CONTROL
 EW2218  ___________________________________________________________________
 EW2218* NAD 83(1986)-  34 09 03.     (N)    118 26 55.     (W)     SCALED    
 EW2218* NAVD 88     -       201.20   (+/-2cm)     660.1    (feet)  VERTCON   
 EW2218  ___________________________________________________________________
 EW2218  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2218  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2218
 EW2218.The horizontal coordinates were scaled from a topographic map and have
 EW2218.an estimated accuracy of +/- 6 seconds.
 EW2218
 EW2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2218.The vertical order pertains to the NGVD 29 superseded value.
 EW2218
 EW2218.The geoid height was determined by GEOID03.
 EW2218
 EW2218;                    North         East    Units  Estimated Accuracy
 EW2218;SPC CA 5     -   572,290.    1,958,630.      MT  (+/- 180 meters Scaled)
 EW2218
 EW2218                          SUPERSEDED SURVEY CONTROL
 EW2218
 EW2218  NGVD 29 (??/??/92)  200.414  (m)          657.52   (f) ADJ UNCH    1 1
 EW2218
 EW2218.Superseded values are not recommended for survey control.
 EW2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2218.See file dsdata.txt to determine how the superseded data were derived.
 EW2218
 EW2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664798(NAD 83)
 EW2218_MARKER: S = SPIKE
 EW2218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2218_SP_SET: CURB
 EW2218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2218
 EW2218  HISTORY     - Date     Condition        Report By
 EW2218  HISTORY     - UNK      MONUMENTED       CA1980
 EW2218  HISTORY     - 1968     GOOD             CA1980
 EW2218  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2218
 EW2218                          STATION DESCRIPTION
 EW2218
 EW2218'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2218'AT LOS ANGELES.
 EW2218'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 5 FEET EAST
 EW2218'OF THE BEGINNING OF CURB RETURN EAST OF VAN NUYS BOULEVARD,
 EW2218'EAST END OF CATCH BASIN.
 EW2218
 EW2218                          STATION RECOVERY (1994)
 EW2218
 EW2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2218'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2221 ***********************************************************************
 EW2221  DESIGNATION -  08 15990
 EW2221  PID         -  EW2221
 EW2221  STATE/COUNTY-  CA/LOS ANGELES
 EW2221  USGS QUAD   -  VAN NUYS (1972)
 EW2221
 EW2221                         *CURRENT SURVEY CONTROL
 EW2221  ___________________________________________________________________
 EW2221* NAD 83(1986)-  34 09 05.     (N)    118 27 03.     (W)     SCALED    
 EW2221* NAVD 88     -       201.92   (+/-2cm)     662.5    (feet)  VERTCON   
 EW2221  ___________________________________________________________________
 EW2221  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2221  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2221
 EW2221.The horizontal coordinates were scaled from a topographic map and have
 EW2221.an estimated accuracy of +/- 6 seconds.
 EW2221
 EW2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2221.The vertical order pertains to the NGVD 29 superseded value.
 EW2221
 EW2221.The geoid height was determined by GEOID03.
 EW2221
 EW2221;                    North         East    Units  Estimated Accuracy
 EW2221;SPC CA 5     -   572,350.    1,958,430.      MT  (+/- 180 meters Scaled)
 EW2221
 EW2221                          SUPERSEDED SURVEY CONTROL
 EW2221
 EW2221  NGVD 29 (??/??/92)  201.129  (m)          659.87   (f) ADJ UNCH    1 1
 EW2221
 EW2221.Superseded values are not recommended for survey control.
 EW2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2221.See file dsdata.txt to determine how the superseded data were derived.
 EW2221
 EW2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT662798(NAD 83)
 EW2221_MARKER: S = SPIKE
 EW2221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2221_SP_SET: CURB
 EW2221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2221
 EW2221  HISTORY     - Date     Condition        Report By
 EW2221  HISTORY     - UNK      MONUMENTED       CA1980
 EW2221  HISTORY     - 1968     GOOD             CA1980
 EW2221  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2221
 EW2221                          STATION DESCRIPTION
 EW2221
 EW2221'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2221'AT LOS ANGELES.
 EW2221'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD ON THE CENTER
 EW2221'LINE PRODUCTION OF VESPER AVENUE FROM THE NORTH.
 EW2221
 EW2221                          STATION RECOVERY (1994)
 EW2221
 EW2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2221'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2220 ***********************************************************************
 EW2220  DESIGNATION -  08 16020
 EW2220  PID         -  EW2220
 EW2220  STATE/COUNTY-  CA/LOS ANGELES
 EW2220  USGS QUAD   -  VAN NUYS (1972)
 EW2220
 EW2220                         *CURRENT SURVEY CONTROL
 EW2220  ___________________________________________________________________
 EW2220* NAD 83(1986)-  34 09 05.     (N)    118 27 10.     (W)     SCALED    
 EW2220* NAVD 88     -       203.69   (+/-2cm)     668.3    (feet)  VERTCON   
 EW2220  ___________________________________________________________________
 EW2220  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2220  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2220
 EW2220.The horizontal coordinates were scaled from a topographic map and have
 EW2220.an estimated accuracy of +/- 6 seconds.
 EW2220
 EW2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2220.The vertical order pertains to the NGVD 29 superseded value.
 EW2220
 EW2220.The geoid height was determined by GEOID03.
 EW2220
 EW2220;                    North         East    Units  Estimated Accuracy
 EW2220;SPC CA 5     -   572,350.    1,958,250.      MT  (+/- 180 meters Scaled)
 EW2220
 EW2220                          SUPERSEDED SURVEY CONTROL
 EW2220
 EW2220  NGVD 29 (??/??/92)  202.898  (m)          665.67   (f) ADJ UNCH    1 1
 EW2220
 EW2220.Superseded values are not recommended for survey control.
 EW2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2220.See file dsdata.txt to determine how the superseded data were derived.
 EW2220
 EW2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT660798(NAD 83)
 EW2220_MARKER: Z = SEE DESCRIPTION
 EW2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2220+STABILITY: SURFACE MOTION
 EW2220
 EW2220  HISTORY     - Date     Condition        Report By
 EW2220  HISTORY     - UNK      MONUMENTED       CA1980
 EW2220  HISTORY     - 1968     GOOD             CA1980
 EW2220  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2220
 EW2220                          STATION DESCRIPTION
 EW2220
 EW2220'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2220'AT LOS ANGELES.
 EW2220'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2220'VENTURA BOULEVARD AND CEDROS AVENUE FROM THE NORTH.
 EW2220
 EW2220                          STATION RECOVERY (1994)
 EW2220
 EW2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2220'THE INTERSECTION AT THE DESCRIBED LOCATION HAS BEEN REPAVED.  THE
 EW2220'BENCH MARK MAY BE UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2222 ***********************************************************************
 EW2222  DESIGNATION -  08 16050
 EW2222  PID         -  EW2222
 EW2222  STATE/COUNTY-  CA/LOS ANGELES
 EW2222  USGS QUAD   -  VAN NUYS (1972)
 EW2222
 EW2222                         *CURRENT SURVEY CONTROL
 EW2222  ___________________________________________________________________
 EW2222* NAD 83(1986)-  34 09 06.     (N)    118 27 18.     (W)     SCALED    
 EW2222* NAVD 88     -       207.024  (meters)     679.21   (feet)  ADJUSTED  
 EW2222  ___________________________________________________________________
 EW2222  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2222  DYNAMIC HT  -         206.805 (meters)     678.49  (feet)  COMP
 EW2222  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 EW2222
 EW2222  VERT ORDER  -  FIRST     CLASS I
 EW2222
 EW2222.The horizontal coordinates were scaled from a topographic map and have
 EW2222.an estimated accuracy of +/- 6 seconds.
 EW2222
 EW2222.The orthometric height was determined by differential leveling
 EW2222.and adjusted in June 1995.
 EW2222
 EW2222.The geoid height was determined by GEOID03.
 EW2222
 EW2222.The dynamic height is computed by dividing the NAVD 88
 EW2222.geopotential number by the normal gravity value computed on the
 EW2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2222.degrees latitude (g = 980.6199 gals.).
 EW2222
 EW2222.The modeled gravity was interpolated from observed gravity values.
 EW2222
 EW2222;                    North         East    Units  Estimated Accuracy
 EW2222;SPC CA 5     -   572,380.    1,958,040.      MT  (+/- 180 meters Scaled)
 EW2222
 EW2222                          SUPERSEDED SURVEY CONTROL
 EW2222
 EW2222  NGVD 29 (??/??/92)  206.254  (m)          676.68   (f) ADJ UNCH    1 1
 EW2222
 EW2222.Superseded values are not recommended for survey control.
 EW2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2222.See file dsdata.txt to determine how the superseded data were derived.
 EW2222
 EW2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT658799(NAD 83)
 EW2222_MARKER: S = SPIKE
 EW2222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2222_SP_SET: CURB
 EW2222_MARK LOGO: NONE  
 EW2222_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2222+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2222
 EW2222  HISTORY     - Date     Condition        Report By
 EW2222  HISTORY     - UNK      MONUMENTED       CA1980
 EW2222  HISTORY     - 1968     GOOD             CA1980
 EW2222  HISTORY     - 19940819 GOOD             NGS
 EW2222
 EW2222                          STATION DESCRIPTION
 EW2222
 EW2222'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2222'AT LOS ANGELES.
 EW2222'WIRE SPIKE IN THE NORTH CURB OF VENTURA BOULEVARD, 5 FEET EAST
 EW2222'OF THE BEGINNING OF CURB RETURN EAST OF WILLIS AVENUE.
 EW2222
 EW2222                          STATION RECOVERY (1994)
 EW2222
 EW2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2222'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND WILLIS
 EW2222'AVENUE, A SPIKE IN THE NORTH CONCRETE CURB OF THE BOULEVARD, 11.5 M
 EW2222'(37.7 FT) EAST OF THE CENTERLINE OF THE AVENUE, 6.2 M (20.3 FT) NORTH
 EW2222'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 0.7 M (2.3
 EW2222'FT) SOUTHEAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 EW2222'LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2223 ***********************************************************************
 EW2223  DESIGNATION -  08 16080
 EW2223  PID         -  EW2223
 EW2223  STATE/COUNTY-  CA/LOS ANGELES
 EW2223  USGS QUAD   -  VAN NUYS (1972)
 EW2223
 EW2223                         *CURRENT SURVEY CONTROL
 EW2223  ___________________________________________________________________
 EW2223* NAD 83(1986)-  34 09 08.     (N)    118 27 26.     (W)     SCALED    
 EW2223* NAVD 88     -       210.310  (meters)     689.99   (feet)  ADJUSTED  
 EW2223  ___________________________________________________________________
 EW2223  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2223  DYNAMIC HT  -         210.087 (meters)     689.26  (feet)  COMP
 EW2223  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 EW2223
 EW2223  VERT ORDER  -  FIRST     CLASS I
 EW2223
 EW2223.The horizontal coordinates were scaled from a topographic map and have
 EW2223.an estimated accuracy of +/- 6 seconds.
 EW2223
 EW2223.The orthometric height was determined by differential leveling
 EW2223.and adjusted in June 1995.
 EW2223
 EW2223.The geoid height was determined by GEOID03.
 EW2223
 EW2223.The dynamic height is computed by dividing the NAVD 88
 EW2223.geopotential number by the normal gravity value computed on the
 EW2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2223.degrees latitude (g = 980.6199 gals.).
 EW2223
 EW2223.The modeled gravity was interpolated from observed gravity values.
 EW2223
 EW2223;                    North         East    Units  Estimated Accuracy
 EW2223;SPC CA 5     -   572,440.    1,957,840.      MT  (+/- 180 meters Scaled)
 EW2223
 EW2223                          SUPERSEDED SURVEY CONTROL
 EW2223
 EW2223  NGVD 29 (??/??/92)  209.546  (m)          687.49   (f) ADJ UNCH    1 1
 EW2223
 EW2223.Superseded values are not recommended for survey control.
 EW2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2223.See file dsdata.txt to determine how the superseded data were derived.
 EW2223
 EW2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT656799(NAD 83)
 EW2223_MARKER: S = SPIKE
 EW2223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2223_SP_SET: CURB
 EW2223_MARK LOGO: NONE  
 EW2223_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2223+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2223
 EW2223  HISTORY     - Date     Condition        Report By
 EW2223  HISTORY     - UNK      MONUMENTED       CA1980
 EW2223  HISTORY     - 1968     GOOD             CA1980
 EW2223  HISTORY     - 19940819 GOOD             NGS
 EW2223
 EW2223                          STATION DESCRIPTION
 EW2223
 EW2223'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2223'AT LOS ANGELES.
 EW2223'WIRE SPIKE IN THE SOUTH CURB OF VENTURA BOULEVARD, 4.5 FEET WEST
 EW2223'OF THE CENTER LINE PRODUCTION OF KESTER AVENUE FROM THE NORTH.
 EW2223
 EW2223                          STATION RECOVERY (1994)
 EW2223
 EW2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2223'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND KESTER
 EW2223'AVENUE LEADING NORTH, A SPIKE IN THE SOUTH CONCRETE CURB OF THE
 EW2223'BOULEVARD, 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 EW2223'LANES OF THE BOULEVARD, 4.9 M (16.1 FT) WEST OF A SIGNAL LIGHT POLE,
 EW2223'1.6 M (5.2 FT) WEST OF THE EXTENDED CENTERLINE OF THE AVENUE, AND 0.2
 EW2223'M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2224 ***********************************************************************
 EW2224  DESIGNATION -  08 16110
 EW2224  PID         -  EW2224
 EW2224  STATE/COUNTY-  CA/LOS ANGELES
 EW2224  USGS QUAD   -  VAN NUYS (1972)
 EW2224
 EW2224                         *CURRENT SURVEY CONTROL
 EW2224  ___________________________________________________________________
 EW2224* NAD 83(1986)-  34 09 08.     (N)    118 27 27.     (W)     SCALED    
 EW2224* NAVD 88     -       210.734  (meters)     691.38   (feet)  ADJUSTED  
 EW2224  ___________________________________________________________________
 EW2224  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2224  DYNAMIC HT  -         210.510 (meters)     690.65  (feet)  COMP
 EW2224  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 EW2224
 EW2224  VERT ORDER  -  FIRST     CLASS I
 EW2224
 EW2224.The horizontal coordinates were scaled from a topographic map and have
 EW2224.an estimated accuracy of +/- 6 seconds.
 EW2224
 EW2224.The orthometric height was determined by differential leveling
 EW2224.and adjusted in June 1995.
 EW2224
 EW2224.The geoid height was determined by GEOID03.
 EW2224
 EW2224.The dynamic height is computed by dividing the NAVD 88
 EW2224.geopotential number by the normal gravity value computed on the
 EW2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2224.degrees latitude (g = 980.6199 gals.).
 EW2224
 EW2224.The modeled gravity was interpolated from observed gravity values.
 EW2224
 EW2224;                    North         East    Units  Estimated Accuracy
 EW2224;SPC CA 5     -   572,440.    1,957,810.      MT  (+/- 180 meters Scaled)
 EW2224
 EW2224                          SUPERSEDED SURVEY CONTROL
 EW2224
 EW2224  NGVD 29 (??/??/92)  209.957  (m)          688.83   (f) ADJ UNCH    1 1
 EW2224
 EW2224.Superseded values are not recommended for survey control.
 EW2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2224.See file dsdata.txt to determine how the superseded data were derived.
 EW2224
 EW2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT656799(NAD 83)
 EW2224_MARKER: DB = BENCH MARK DISK
 EW2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2224_STAMPING: 12-V 688.80
 EW2224_MARK LOGO: CA1980
 EW2224_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2224+STABILITY: SURFACE MOTION
 EW2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2224+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2224
 EW2224  HISTORY     - Date     Condition        Report By
 EW2224  HISTORY     - UNK      MONUMENTED       CA1980
 EW2224  HISTORY     - 1968     GOOD             CA1980
 EW2224  HISTORY     - 19940819 GOOD             NGS
 EW2224  HISTORY     - 20010511 GOOD             NGS
 EW2224
 EW2224                          STATION DESCRIPTION
 EW2224
 EW2224'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2224'AT LOS ANGELES.
 EW2224'STANDARD CITY DISC IN 8 INCH MONUMENT, 2.4 FEET SOUTH OF THE
 EW2224'SOUTH CURB LINE OF VENTURA BOULEVARD, 92.3 FEET WEST OF THE
 EW2224'CENTER LINE PROLONGATION OF KESTER AVENUE FROM THE NORTH.
 EW2224
 EW2224                          STATION RECOVERY (1994)
 EW2224
 EW2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2224'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND KESTER
 EW2224'AVENUE LEADING NORTH, 26.4 M (86.6 FT) WEST OF THE EXTENDED CENTERLINE
 EW2224'OF THE AVENUE, 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF THE
 EW2224'EASTBOUND LANES OF THE BOULEVARD, 4.7 M (15.4 FT) WEST OF A STREET
 EW2224'LIGHT POLE, 0.7 M (2.3 FT) SOUTH OF THE SOUTH CURB OF THE BOULEVARD,
 EW2224'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE MONUMENT IS
 EW2224'FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 EW2224
 EW2224                          STATION RECOVERY (2001)
 EW2224
 EW2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2224'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2226 ***********************************************************************
 EW2226  DESIGNATION -  08 16140
 EW2226  PID         -  EW2226
 EW2226  STATE/COUNTY-  CA/LOS ANGELES
 EW2226  USGS QUAD   -  VAN NUYS (1972)
 EW2226
 EW2226                         *CURRENT SURVEY CONTROL
 EW2226  ___________________________________________________________________
 EW2226* NAD 83(1986)-  34 09 08.     (N)    118 27 37.     (W)     SCALED    
 EW2226* NAVD 88     -       211.094  (meters)     692.56   (feet)  ADJUSTED  
 EW2226  ___________________________________________________________________
 EW2226  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2226  DYNAMIC HT  -         210.870 (meters)     691.83  (feet)  COMP
 EW2226  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 EW2226
 EW2226  VERT ORDER  -  FIRST     CLASS I
 EW2226
 EW2226.The horizontal coordinates were scaled from a topographic map and have
 EW2226.an estimated accuracy of +/- 6 seconds.
 EW2226
 EW2226.The orthometric height was determined by differential leveling
 EW2226.and adjusted in October 1997.
 EW2226
 EW2226.The geoid height was determined by GEOID03.
 EW2226
 EW2226.The dynamic height is computed by dividing the NAVD 88
 EW2226.geopotential number by the normal gravity value computed on the
 EW2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2226.degrees latitude (g = 980.6199 gals.).
 EW2226
 EW2226.The modeled gravity was interpolated from observed gravity values.
 EW2226
 EW2226;                    North         East    Units  Estimated Accuracy
 EW2226;SPC CA 5     -   572,450.    1,957,550.      MT  (+/- 180 meters Scaled)
 EW2226
 EW2226                          SUPERSEDED SURVEY CONTROL
 EW2226
 EW2226  NAVD 88 (06/28/95)  211.091  (m)          692.55   (f) UNKNOWN     1 1
 EW2226  NGVD 29 (??/??/92)  210.319  (m)          690.02   (f) ADJ UNCH    1 1
 EW2226
 EW2226.Superseded values are not recommended for survey control.
 EW2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2226.See file dsdata.txt to determine how the superseded data were derived.
 EW2226
 EW2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT653799(NAD 83)
 EW2226_MARKER: S = SPIKE
 EW2226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2226_SP_SET: CURB
 EW2226_MARK LOGO: NONE  
 EW2226_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2226+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1995
 EW2226
 EW2226  HISTORY     - Date     Condition        Report By
 EW2226  HISTORY     - 1968     MONUMENTED       CA1980
 EW2226  HISTORY     - 1968     GOOD             CA1980
 EW2226  HISTORY     - 19940819 GOOD             NGS
 EW2226  HISTORY     - 19951122 GOOD             MWDSC
 EW2226  HISTORY     - 20010511 GOOD             NGS
 EW2226
 EW2226                          STATION DESCRIPTION
 EW2226
 EW2226'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2226'AT LOS ANGELES.
 EW2226'SQUARE SPIKE IN THE EAST CURB OF LEMONA AVENUE, 4 FEET NORTH
 EW2226'OF THE BEGINNING OF CURB RETURN NORTH OF VENTURA BOULEVARD.
 EW2226
 EW2226                          STATION RECOVERY (1994)
 EW2226
 EW2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2226'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND LEMONA
 EW2226'AVENUE, A SPIKE IN THE EAST CONCRETE CURB OF THE AVENUE, 13.1 M (43.0
 EW2226'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD,
 EW2226'5.0 M (16.4 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A FENCE, 4.5 M
 EW2226'(14.8 FT) EAST OF THE CENTER OF THE AVENUE, AND 0.2 M (0.7 FT) ABOVE
 EW2226'THE LEVEL OF THE AVENUE.
 EW2226
 EW2226                          STATION RECOVERY (1995)
 EW2226
 EW2226'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 EW2226'RECOVERED AS DESCRIBED.  REF MWD FB 4034 01 046 AND TB MAP 561/J4.
 EW2226
 EW2226                          STATION RECOVERY (2001)
 EW2226
 EW2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2226'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2312 ***********************************************************************
 EW2312  DESIGNATION -  08 21960 C OF LA
 EW2312  PID         -  EW2312
 EW2312  STATE/COUNTY-  CA/LOS ANGELES
 EW2312  USGS QUAD   -  VAN NUYS (1972)
 EW2312
 EW2312                         *CURRENT SURVEY CONTROL
 EW2312  ___________________________________________________________________
 EW2312* NAD 83(1986)-  34 11 39.     (N)    118 23 48.     (W)     SCALED    
 EW2312* NAVD 88     -       220.19   (+/-2cm)     722.4    (feet)  VERTCON   
 EW2312  ___________________________________________________________________
 EW2312  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW2312  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2312
 EW2312.The horizontal coordinates were scaled from a topographic map and have
 EW2312.an estimated accuracy of +/- 6 seconds.
 EW2312
 EW2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2312.The vertical order pertains to the NGVD 29 superseded value.
 EW2312
 EW2312.The geoid height was determined by GEOID03.
 EW2312
 EW2312;                    North         East    Units  Estimated Accuracy
 EW2312;SPC CA 5     -   577,070.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2312
 EW2312                          SUPERSEDED SURVEY CONTROL
 EW2312
 EW2312  NGVD 29 (??/??/92)  219.406  (m)          719.83   (f) ADJ UNCH    1 1
 EW2312
 EW2312.Superseded values are not recommended for survey control.
 EW2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2312.See file dsdata.txt to determine how the superseded data were derived.
 EW2312
 EW2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713845(NAD 83)
 EW2312_MARKER: S = SPIKE
 EW2312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2312_SP_SET: SIDEWALK
 EW2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2312
 EW2312  HISTORY     - Date     Condition        Report By
 EW2312  HISTORY     - UNK      MONUMENTED       CA1980
 EW2312  HISTORY     - 1968     GOOD             CA1980
 EW2312
 EW2312                          STATION DESCRIPTION
 EW2312
 EW2312'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2312'IN LOS ANGELES.
 EW2312'WIRE SPIKE IN THE CONCRETE SIDEWALK, 17.8 FEET SOUTH OF THE SOUTH
 EW2312'CURB LINE OF VANOWN STREET, 16.4 FEET WEST OF THE WEST CURB
 EW2312'LINE OF LAUREL CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2320 ***********************************************************************
 EW2320  DESIGNATION -  08 22630 C OF LA
 EW2320  PID         -  EW2320
 EW2320  STATE/COUNTY-  CA/LOS ANGELES
 EW2320  USGS QUAD   -  VAN NUYS (1972)
 EW2320
 EW2320                         *CURRENT SURVEY CONTROL
 EW2320  ___________________________________________________________________
 EW2320* NAD 83(1986)-  34 12 01.     (N)    118 23 47.     (W)     SCALED    
 EW2320* NAVD 88     -       225.73   (+/-2cm)     740.6    (feet)  VERTCON   
 EW2320  ___________________________________________________________________
 EW2320  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EW2320  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2320
 EW2320.The horizontal coordinates were scaled from a topographic map and have
 EW2320.an estimated accuracy of +/- 6 seconds.
 EW2320
 EW2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2320.The vertical order pertains to the NGVD 29 superseded value.
 EW2320
 EW2320.The geoid height was determined by GEOID03.
 EW2320
 EW2320;                    North         East    Units  Estimated Accuracy
 EW2320;SPC CA 5     -   577,750.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2320
 EW2320                          SUPERSEDED SURVEY CONTROL
 EW2320
 EW2320  NGVD 29 (??/??/92)  224.948  (m)          738.02   (f) ADJ UNCH    1 1
 EW2320
 EW2320.Superseded values are not recommended for survey control.
 EW2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2320.See file dsdata.txt to determine how the superseded data were derived.
 EW2320
 EW2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713852(NAD 83)
 EW2320_MARKER: Z = SEE DESCRIPTION
 EW2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2320+STABILITY: SURFACE MOTION
 EW2320
 EW2320  HISTORY     - Date     Condition        Report By
 EW2320  HISTORY     - UNK      MONUMENTED       CA1980
 EW2320  HISTORY     - 1968     GOOD             CA1980
 EW2320
 EW2320                          STATION DESCRIPTION
 EW2320
 EW2320'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2320'IN LOS ANGELES.
 EW2320'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2320'LAUREL CANYON BOULEVARD AND SHERMAN WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2322 ***********************************************************************
 EW2322  DESIGNATION -  08 22650 C OF LA
 EW2322  PID         -  EW2322
 EW2322  STATE/COUNTY-  CA/LOS ANGELES
 EW2322  USGS QUAD   -  VAN NUYS (1972)
 EW2322
 EW2322                         *CURRENT SURVEY CONTROL
 EW2322  ___________________________________________________________________
 EW2322* NAD 83(1986)-  34 12 04.     (N)    118 23 47.     (W)     SCALED    
 EW2322* NAVD 88     -       223.77   (+/-2cm)     734.2    (feet)  VERTCON   
 EW2322  ___________________________________________________________________
 EW2322  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW2322  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2322
 EW2322.The horizontal coordinates were scaled from a topographic map and have
 EW2322.an estimated accuracy of +/- 6 seconds.
 EW2322
 EW2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2322.The vertical order pertains to the NGVD 29 superseded value.
 EW2322
 EW2322.The geoid height was determined by GEOID03.
 EW2322
 EW2322;                    North         East    Units  Estimated Accuracy
 EW2322;SPC CA 5     -   577,840.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2322
 EW2322                          SUPERSEDED SURVEY CONTROL
 EW2322
 EW2322  NGVD 29 (??/??/92)  222.996  (m)          731.61   (f) ADJ UNCH    1 1
 EW2322
 EW2322.Superseded values are not recommended for survey control.
 EW2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2322.See file dsdata.txt to determine how the superseded data were derived.
 EW2322
 EW2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713853(NAD 83)
 EW2322_MARKER: Z = SEE DESCRIPTION
 EW2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2322+STABILITY: SURFACE MOTION
 EW2322
 EW2322  HISTORY     - Date     Condition        Report By
 EW2322  HISTORY     - UNK      MONUMENTED       CA1980
 EW2322  HISTORY     - 1968     GOOD             CA1980
 EW2322
 EW2322                          STATION DESCRIPTION
 EW2322
 EW2322'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2322'IN LOS ANGELES.
 EW2322'STANDARD SURVEY MONUMENT ON THE CENTER LINE, IN THE MEDIAN
 EW2322'ISLAND, OF LAUREL CANYON BOULEVARD, 214.15 FEET NORTH OF THE
 EW2322'CENTER LINE OF SHERMAN WAY, 48 FEET SOUTH OF SOUTHERN PACIFIC
 EW2322'RAILROAD OVERPASS.  (RESET 63-63).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2091 ***********************************************************************
 EW2091  DESIGNATION -  08 25525 C OF LA
 EW2091  PID         -  EW2091
 EW2091  STATE/COUNTY-  CA/LOS ANGELES
 EW2091  USGS QUAD   -  BURBANK (1994)
 EW2091
 EW2091                         *CURRENT SURVEY CONTROL
 EW2091  ___________________________________________________________________
 EW2091* NAD 83(1986)-  34 11 48.     (N)    118 20 15.     (W)     SCALED    
 EW2091* NAVD 88     -       202.08   (+/-2cm)     663.0    (feet)  VERTCON   
 EW2091  ___________________________________________________________________
 EW2091  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2091  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2091
 EW2091.The horizontal coordinates were scaled from a topographic map and have
 EW2091.an estimated accuracy of +/- 6 seconds.
 EW2091
 EW2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2091.The vertical order pertains to the NGVD 29 superseded value.
 EW2091
 EW2091.The geoid height was determined by GEOID03.
 EW2091
 EW2091;                    North         East    Units  Estimated Accuracy
 EW2091;SPC CA 5     -   577,330.    1,968,890.      MT  (+/- 180 meters Scaled)
 EW2091
 EW2091                          SUPERSEDED SURVEY CONTROL
 EW2091
 EW2091  NGVD 29 (??/??/92)  201.293  (m)          660.41   (f) ADJ UNCH    1 1
 EW2091
 EW2091.Superseded values are not recommended for survey control.
 EW2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2091.See file dsdata.txt to determine how the superseded data were derived.
 EW2091
 EW2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767847(NAD 83)
 EW2091_MARKER: Z = SEE DESCRIPTION
 EW2091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2091_SP_SET: CURB
 EW2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2091
 EW2091  HISTORY     - Date     Condition        Report By
 EW2091  HISTORY     - UNK      MONUMENTED       CA1980
 EW2091  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2091  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2091
 EW2091                          STATION DESCRIPTION
 EW2091
 EW2091'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2091'IN BURBANK.
 EW2091'BRASS PIN IN LEAD, IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 9
 EW2091'FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF BUENA
 EW2091'VISTA STREET.
 EW2091
 EW2091                          STATION RECOVERY (1971)
 EW2091
 EW2091'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2102 ***********************************************************************
 EW2102  DESIGNATION -  08 25560 C OF LA
 EW2102  PID         -  EW2102
 EW2102  STATE/COUNTY-  CA/LOS ANGELES
 EW2102  USGS QUAD   -  BURBANK (1994)
 EW2102
 EW2102                         *CURRENT SURVEY CONTROL
 EW2102  ___________________________________________________________________
 EW2102* NAD 83(1986)-  34 12 21.     (N)    118 20 54.     (W)     SCALED    
 EW2102* NAVD 88     -       220.064  (meters)     721.99   (feet)  READJUSTED
 EW2102  ___________________________________________________________________
 EW2102  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2102  DYNAMIC HT  -         219.830 (meters)     721.23  (feet)  COMP
 EW2102  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 EW2102
 EW2102  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2102
 EW2102.The horizontal coordinates were scaled from a topographic map and have
 EW2102.an estimated accuracy of +/- 6 seconds.
 EW2102
 EW2102.The orthometric height was determined by differential leveling
 EW2102.and adjusted in February 1993.
 EW2102.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2102.distribution rate of 1.1 thru 2.0 mm/km.
 EW2102.The height was derived from older observations constrained to new
 EW2102.heights in a crustal motion area.  The height is approximate in
 EW2102.relation to other heights in its vicinity.
 EW2102
 EW2102.The geoid height was determined by GEOID03.
 EW2102
 EW2102.The dynamic height is computed by dividing the NAVD 88
 EW2102.geopotential number by the normal gravity value computed on the
 EW2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2102.degrees latitude (g = 980.6199 gals.).
 EW2102
 EW2102.The modeled gravity was interpolated from observed gravity values.
 EW2102
 EW2102;                    North         East    Units  Estimated Accuracy
 EW2102;SPC CA 5     -   578,350.    1,967,900.      MT  (+/- 180 meters Scaled)
 EW2102
 EW2102                          SUPERSEDED SURVEY CONTROL
 EW2102
 EW2102  NGVD 29 (??/??/92)  219.271  (m)          719.39   (f) ADJ UNCH    1 1
 EW2102
 EW2102.Superseded values are not recommended for survey control.
 EW2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2102.See file dsdata.txt to determine how the superseded data were derived.
 EW2102
 EW2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT757858(NAD 83)
 EW2102_MARKER: S = SPIKE
 EW2102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2102_SP_SET: CURB
 EW2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2102
 EW2102  HISTORY     - Date     Condition        Report By
 EW2102  HISTORY     - UNK      MONUMENTED       CA1980
 EW2102  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2102  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2102  HISTORY     - 1978     GOOD             NGS
 EW2102
 EW2102                          STATION DESCRIPTION
 EW2102
 EW2102'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2102'IN BURBANK.
 EW2102'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, NORTHEAST
 EW2102'ROADWAY, 3 FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST
 EW2102'OF HOLLYWOOD WAY.
 EW2102
 EW2102                          STATION RECOVERY (1971)
 EW2102
 EW2102'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2102'RECOVERED AS DESCRIBED.
 EW2102
 EW2102                          STATION RECOVERY (1978)
 EW2102
 EW2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2105 ***********************************************************************
 EW2105  DESIGNATION -  08 25620 C OF LA
 EW2105  PID         -  EW2105
 EW2105  STATE/COUNTY-  CA/LOS ANGELES
 EW2105  USGS QUAD   -  BURBANK (1994)
 EW2105
 EW2105                         *CURRENT SURVEY CONTROL
 EW2105  ___________________________________________________________________
 EW2105* NAD 83(1986)-  34 12 28.     (N)    118 21 11.     (W)     SCALED    
 EW2105* NAVD 88     -       227.97   (+/-2cm)     747.9    (feet)  VERTCON   
 EW2105  ___________________________________________________________________
 EW2105  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2105  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2105
 EW2105.The horizontal coordinates were scaled from a topographic map and have
 EW2105.an estimated accuracy of +/- 6 seconds.
 EW2105
 EW2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2105.The vertical order pertains to the NGVD 29 superseded value.
 EW2105
 EW2105.The geoid height was determined by GEOID03.
 EW2105
 EW2105;                    North         East    Units  Estimated Accuracy
 EW2105;SPC CA 5     -   578,570.    1,967,460.      MT  (+/- 180 meters Scaled)
 EW2105
 EW2105                          SUPERSEDED SURVEY CONTROL
 EW2105
 EW2105  NGVD 29 (??/??/92)  227.185  (m)          745.36   (f) ADJ UNCH    1 1
 EW2105
 EW2105.Superseded values are not recommended for survey control.
 EW2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2105.See file dsdata.txt to determine how the superseded data were derived.
 EW2105
 EW2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT753860(NAD 83)
 EW2105_MARKER: S = SPIKE
 EW2105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2105_SP_SET: CURB
 EW2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2105
 EW2105  HISTORY     - Date     Condition        Report By
 EW2105  HISTORY     - UNK      MONUMENTED       CA1980
 EW2105  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2105  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2105
 EW2105                          STATION DESCRIPTION
 EW2105
 EW2105'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2105'IN LOS ANGELES.
 EW2105'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, NORTHEAST
 EW2105'ROADWAY, 5 FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN
 EW2105'SOUTHEAST OF SANCOLA AVENUE.
 EW2105
 EW2105                          STATION RECOVERY (1971)
 EW2105
 EW2105'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2105'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2118 ***********************************************************************
 EW2118  DESIGNATION -  08 25650 C OF LA
 EW2118  PID         -  EW2118
 EW2118  STATE/COUNTY-  CA/LOS ANGELES
 EW2118  USGS QUAD   -  BURBANK (1994)
 EW2118
 EW2118                         *CURRENT SURVEY CONTROL
 EW2118  ___________________________________________________________________
 EW2118* NAD 83(1986)-  34 12 36.     (N)    118 21 22.     (W)     SCALED    
 EW2118* NAVD 88     -       230.09   (+/-2cm)     754.9    (feet)  VERTCON   
 EW2118  ___________________________________________________________________
 EW2118  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2118  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2118
 EW2118.The horizontal coordinates were scaled from a topographic map and have
 EW2118.an estimated accuracy of +/- 6 seconds.
 EW2118
 EW2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2118.The vertical order pertains to the NGVD 29 superseded value.
 EW2118
 EW2118.The geoid height was determined by GEOID03.
 EW2118
 EW2118;                    North         East    Units  Estimated Accuracy
 EW2118;SPC CA 5     -   578,820.    1,967,180.      MT  (+/- 180 meters Scaled)
 EW2118
 EW2118                          SUPERSEDED SURVEY CONTROL
 EW2118
 EW2118  NGVD 29 (??/??/92)  229.310  (m)          752.33   (f) ADJ UNCH    1 1
 EW2118
 EW2118.Superseded values are not recommended for survey control.
 EW2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2118.See file dsdata.txt to determine how the superseded data were derived.
 EW2118
 EW2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT750862(NAD 83)
 EW2118_MARKER: S = SPIKE
 EW2118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2118_SP_SET: CURB
 EW2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2118
 EW2118  HISTORY     - Date     Condition        Report By
 EW2118  HISTORY     - UNK      MONUMENTED       CA1980
 EW2118  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2118  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2118
 EW2118                          STATION DESCRIPTION
 EW2118
 EW2118'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2118'IN LOS ANGELES.
 EW2118'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 26 FEET
 EW2118'SOUTHEAST OF THE BEGINNING OF A NEW CURB RETURN SOUTHEAST OF
 EW2118'ARVILLA AVENUE.
 EW2118
 EW2118                          STATION RECOVERY (1971)
 EW2118
 EW2118'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2119 ***********************************************************************
 EW2119  DESIGNATION -  08 25681
 EW2119  PID         -  EW2119
 EW2119  STATE/COUNTY-  CA/LOS ANGELES
 EW2119  USGS QUAD   -  BURBANK (1994)
 EW2119
 EW2119                         *CURRENT SURVEY CONTROL
 EW2119  ___________________________________________________________________
 EW2119* NAD 83(1986)-  34 12 57.     (N)    118 21 52.     (W)     SCALED    
 EW2119* NAVD 88     -       242.245  (meters)     794.77   (feet)  ADJUSTED  
 EW2119  ___________________________________________________________________
 EW2119  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2119  DYNAMIC HT  -         241.986 (meters)     793.92  (feet)  COMP
 EW2119  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 EW2119
 EW2119  VERT ORDER  -  FIRST     CLASS I
 EW2119
 EW2119.The horizontal coordinates were scaled from a topographic map and have
 EW2119.an estimated accuracy of +/- 6 seconds.
 EW2119
 EW2119.The orthometric height was determined by differential leveling
 EW2119.and adjusted in June 1995.
 EW2119
 EW2119.The geoid height was determined by GEOID03.
 EW2119
 EW2119.The dynamic height is computed by dividing the NAVD 88
 EW2119.geopotential number by the normal gravity value computed on the
 EW2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2119.degrees latitude (g = 980.6199 gals.).
 EW2119
 EW2119.The modeled gravity was interpolated from observed gravity values.
 EW2119
 EW2119;                    North         East    Units  Estimated Accuracy
 EW2119;SPC CA 5     -   579,470.    1,966,420.      MT  (+/- 180 meters Scaled)
 EW2119
 EW2119                          SUPERSEDED SURVEY CONTROL
 EW2119
 EW2119  NAVD 88 (06/15/91)  242.242  (m)          794.76   (f) UNKNOWN     1 1
 EW2119  NGVD 29 (??/??/92)  241.449  (m)          792.15   (f) ADJ UNCH    1 1
 EW2119
 EW2119.Superseded values are not recommended for survey control.
 EW2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2119.See file dsdata.txt to determine how the superseded data were derived.
 EW2119
 EW2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743869(NAD 83)
 EW2119_MARKER: I = METAL ROD
 EW2119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2119_SP_SET: CURB
 EW2119_MARK LOGO: NONE  
 EW2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2119+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1994
 EW2119
 EW2119  HISTORY     - Date     Condition        Report By
 EW2119  HISTORY     - UNK      MONUMENTED       CA1980
 EW2119  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2119  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2119  HISTORY     - 1978     GOOD             NGS
 EW2119  HISTORY     - 1983     GOOD             USGS
 EW2119  HISTORY     - 1984     GOOD             NGS
 EW2119  HISTORY     - 1985     GOOD             NGS
 EW2119  HISTORY     - 1986     GOOD             NGS
 EW2119  HISTORY     - 1987     GOOD             NGS
 EW2119  HISTORY     - 19940717 GOOD             NGS
 EW2119  HISTORY     - 20010511 GOOD             NGS
 EW2119
 EW2119                          STATION DESCRIPTION
 EW2119
 EW2119'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2119'IN LOS ANGELES.
 EW2119'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2119'ROADWAY, 4.5 FEET NORTHWEST OF THE BEGINNING OF CURB RETURN
 EW2119'NORTHWEST OF STRATHERN STREET.
 EW2119
 EW2119                          STATION RECOVERY (1971)
 EW2119
 EW2119'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2119'RECOVERED AS DESCRIBED.
 EW2119
 EW2119                          STATION RECOVERY (1978)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2119'RECOVERED IN GOOD CONDITION.
 EW2119
 EW2119                          STATION RECOVERY (1983)
 EW2119
 EW2119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2119'RECOVERED IN GOOD CONDITION.
 EW2119
 EW2119                          STATION RECOVERY (1984)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2119'RECOVERED IN GOOD CONDITION.
 EW2119
 EW2119                          STATION RECOVERY (1985)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2119'RECOVERED IN GOOD CONDITION.
 EW2119
 EW2119                          STATION RECOVERY (1986)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2119'RECOVERED IN GOOD CONDITION.
 EW2119
 EW2119                          STATION RECOVERY (1987)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2119'RECOVERED IN GOOD CONDITION.
 EW2119
 EW2119                          STATION RECOVERY (1994)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2119'1.9 KM (1.20 MI) SOUTHERLY ALONG SAN FERNANDO ROAD FROM THE JUNCTION
 EW2119'OF INTERSTATE HIGHWAY 5 IN SUN VALLEY, A METAL ROD IN THE SOUTHWEST
 EW2119'CONCRETE CURB OF THE ROAD, 14.7 M (48.2 FT) NORTHWEST OF THE
 EW2119'CENTERLINE OF THE SOUTHBOUND LANES OF CLYBOURN AVENUE, 5.7 M (18.7 FT)
 EW2119'SOUTHWEST OF AND LEVEL WITH THE SOUTH-EASTBOUND LANES OF THE ROAD, 1.4
 EW2119'M (4.6 FT) NORTH OF A TRAFFIC SIGNAL POLE, AND 0.7 M (2.3 FT) EAST OF
 EW2119'A UTILITY LIGHT POLE.
 EW2119
 EW2119                          STATION RECOVERY (2001)
 EW2119
 EW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BLS)
 EW2119'SUBMITTED BY DAN MAC NEIL,PLS, CITY OF LOS ANGELES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2122 ***********************************************************************
 EW2122  DESIGNATION -  08 25740 C OF LA
 EW2122  PID         -  EW2122
 EW2122  STATE/COUNTY-  CA/LOS ANGELES
 EW2122  USGS QUAD   -  BURBANK (1994)
 EW2122
 EW2122                         *CURRENT SURVEY CONTROL
 EW2122  ___________________________________________________________________
 EW2122* NAD 83(1986)-  34 13 03.     (N)    118 22 04.     (W)     SCALED    
 EW2122* NAVD 88     -       245.09   (+/-2cm)     804.1    (feet)  VERTCON   
 EW2122  ___________________________________________________________________
 EW2122  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2122  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2122
 EW2122.The horizontal coordinates were scaled from a topographic map and have
 EW2122.an estimated accuracy of +/- 6 seconds.
 EW2122
 EW2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2122.The vertical order pertains to the NGVD 29 superseded value.
 EW2122
 EW2122.The geoid height was determined by GEOID03.
 EW2122
 EW2122;                    North         East    Units  Estimated Accuracy
 EW2122;SPC CA 5     -   579,650.    1,966,110.      MT  (+/- 180 meters Scaled)
 EW2122
 EW2122                          SUPERSEDED SURVEY CONTROL
 EW2122
 EW2122  NGVD 29 (??/??/92)  244.299  (m)          801.50   (f) ADJ UNCH    1 1
 EW2122
 EW2122.Superseded values are not recommended for survey control.
 EW2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2122.See file dsdata.txt to determine how the superseded data were derived.
 EW2122
 EW2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740871(NAD 83)
 EW2122_MARKER: S = SPIKE
 EW2122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2122_SP_SET: CURB
 EW2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2122
 EW2122  HISTORY     - Date     Condition        Report By
 EW2122  HISTORY     - UNK      MONUMENTED       CA1980
 EW2122  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2122  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2122
 EW2122                          STATION DESCRIPTION
 EW2122
 EW2122'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2122'IN LOS ANGELES.
 EW2122'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, 8 FEET
 EW2122'SOUTHEAST OF THE BEGINNING OF A NEW CURB RETURN SOUTHEAST OF
 EW2122'WHITE STREET.
 EW2122
 EW2122                          STATION RECOVERY (1971)
 EW2122
 EW2122'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2122'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2123 ***********************************************************************
 EW2123  DESIGNATION -  08 25750 C OF LA
 EW2123  PID         -  EW2123
 EW2123  STATE/COUNTY-  CA/LOS ANGELES
 EW2123  USGS QUAD   -  BURBANK (1994)
 EW2123
 EW2123                         *CURRENT SURVEY CONTROL
 EW2123  ___________________________________________________________________
 EW2123* NAD 83(1986)-  34 13 06.     (N)    118 22 07.     (W)     SCALED    
 EW2123* NAVD 88     -       247.59   (+/-2cm)     812.3    (feet)  VERTCON   
 EW2123  ___________________________________________________________________
 EW2123  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2123  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2123
 EW2123.The horizontal coordinates were scaled from a topographic map and have
 EW2123.an estimated accuracy of +/- 6 seconds.
 EW2123
 EW2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2123.The vertical order pertains to the NGVD 29 superseded value.
 EW2123
 EW2123.The geoid height was determined by GEOID03.
 EW2123
 EW2123;                    North         East    Units  Estimated Accuracy
 EW2123;SPC CA 5     -   579,740.    1,966,040.      MT  (+/- 180 meters Scaled)
 EW2123
 EW2123                          SUPERSEDED SURVEY CONTROL
 EW2123
 EW2123  NGVD 29 (??/??/92)  246.806  (m)          809.73   (f) ADJ UNCH    1 1
 EW2123
 EW2123.Superseded values are not recommended for survey control.
 EW2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2123.See file dsdata.txt to determine how the superseded data were derived.
 EW2123
 EW2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT739872(NAD 83)
 EW2123_MARKER: DD = SURVEY DISK
 EW2123_SETTING: 0 = UNSPECIFIED SETTING
 EW2123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2123
 EW2123  HISTORY     - Date     Condition        Report By
 EW2123  HISTORY     - UNK      MONUMENTED       CA1980
 EW2123  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2123  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2123
 EW2123                          STATION DESCRIPTION
 EW2123
 EW2123'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2123'IN LOS ANGELES.
 EW2123'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2123'SUNLAND BOULEVARD AND SAN FERNANDO ROAD, NORTHEAST ROADWAY.
 EW2123
 EW2123                          STATION RECOVERY (1971)
 EW2123
 EW2123'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2123'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6507 ***********************************************************************
 EW6507  DESIGNATION -  08 25815 C OF LA
 EW6507  PID         -  EW6507
 EW6507  STATE/COUNTY-  CA/LOS ANGELES
 EW6507  USGS QUAD   -  VAN NUYS (1972)
 EW6507
 EW6507                         *CURRENT SURVEY CONTROL
 EW6507  ___________________________________________________________________
 EW6507* NAD 83(1986)-  34 13 28.     (N)    118 22 38.     (W)     SCALED    
 EW6507* NAVD 88     -       256.20   (+/-2cm)     840.5    (feet)  VERTCON   
 EW6507  ___________________________________________________________________
 EW6507  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW6507  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6507
 EW6507.The horizontal coordinates were scaled from a topographic map and have
 EW6507.an estimated accuracy of +/- 6 seconds.
 EW6507
 EW6507.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6507.The vertical order pertains to the NGVD 29 superseded value.
 EW6507
 EW6507.The geoid height was determined by GEOID03.
 EW6507
 EW6507;                    North         East    Units  Estimated Accuracy
 EW6507;SPC CA 5     -   580,420.    1,965,240.      MT  (+/- 180 meters Scaled)
 EW6507
 EW6507                          SUPERSEDED SURVEY CONTROL
 EW6507
 EW6507  NGVD 29 (??/??/92)  255.411  (m)          837.96   (f) ADJ UNCH    1 1
 EW6507
 EW6507.Superseded values are not recommended for survey control.
 EW6507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6507.See file dsdata.txt to determine how the superseded data were derived.
 EW6507
 EW6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT731879(NAD 83)
 EW6507_MARKER: DD = SURVEY DISK
 EW6507_SETTING: 0 = UNSPECIFIED SETTING
 EW6507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6507
 EW6507  HISTORY     - Date     Condition        Report By
 EW6507  HISTORY     - UNK      MONUMENTED       CA1980
 EW6507  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW6507  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW6507
 EW6507                          STATION DESCRIPTION
 EW6507
 EW6507'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6507'IN LOS ANGELES.
 EW6507'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW6507'PENROSE STREET AND SAN FERNANDO ROAD, NORTHEAST ROADWAY.
 EW6507
 EW6507                          STATION RECOVERY (1971)
 EW6507
 EW6507'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW6507'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6508 ***********************************************************************
 EW6508  DESIGNATION -  08 25834 C OF LA
 EW6508  PID         -  EW6508
 EW6508  STATE/COUNTY-  CA/LOS ANGELES
 EW6508  USGS QUAD   -  VAN NUYS (1972)
 EW6508
 EW6508                         *CURRENT SURVEY CONTROL
 EW6508  ___________________________________________________________________
 EW6508* NAD 83(1986)-  34 13 33.     (N)    118 22 44.     (W)     SCALED    
 EW6508* NAVD 88     -       259.29   (+/-2cm)     850.7    (feet)  VERTCON   
 EW6508  ___________________________________________________________________
 EW6508  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW6508  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6508
 EW6508.The horizontal coordinates were scaled from a topographic map and have
 EW6508.an estimated accuracy of +/- 6 seconds.
 EW6508
 EW6508.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6508.The vertical order pertains to the NGVD 29 superseded value.
 EW6508
 EW6508.The geoid height was determined by GEOID03.
 EW6508
 EW6508;                    North         East    Units  Estimated Accuracy
 EW6508;SPC CA 5     -   580,580.    1,965,090.      MT  (+/- 180 meters Scaled)
 EW6508
 EW6508                          SUPERSEDED SURVEY CONTROL
 EW6508
 EW6508  NGVD 29 (??/??/92)  258.499  (m)          848.09   (f) ADJ UNCH    1 1
 EW6508
 EW6508.Superseded values are not recommended for survey control.
 EW6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6508.See file dsdata.txt to determine how the superseded data were derived.
 EW6508
 EW6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT729880(NAD 83)
 EW6508_MARKER: DD = SURVEY DISK
 EW6508_SETTING: 0 = UNSPECIFIED SETTING
 EW6508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6508
 EW6508  HISTORY     - Date     Condition        Report By
 EW6508  HISTORY     - UNK      MONUMENTED       CA1980
 EW6508  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW6508  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW6508
 EW6508                          STATION DESCRIPTION
 EW6508
 EW6508'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6508'IN LOS ANGELES.
 EW6508'STANDARD SURVEY MONUMENT IN SAN FERNANDO ROAD, SOUTHWEST ROADWAY,
 EW6508'18.5 FEET NORTHEAST OF THE SOUTHWEST CURB, 55.2 FEET SOUTHEAST
 EW6508'OF THE PROLONGATION FROM THE SOUTHWEST, OF THE SOUTHEAST CURB
 EW6508'LINE OF FLEETWOOD STREET.
 EW6508
 EW6508                          STATION RECOVERY (1971)
 EW6508
 EW6508'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW6508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2338 ***********************************************************************
 EW2338  DESIGNATION -  08 25835 C OF LA
 EW2338  PID         -  EW2338
 EW2338  STATE/COUNTY-  CA/LOS ANGELES
 EW2338  USGS QUAD   -  VAN NUYS (1972)
 EW2338
 EW2338                         *CURRENT SURVEY CONTROL
 EW2338  ___________________________________________________________________
 EW2338* NAD 83(1986)-  34 13 38.     (N)    118 22 51.     (W)     SCALED    
 EW2338* NAVD 88     -       258.185  (meters)     847.06   (feet)  READJUSTED
 EW2338  ___________________________________________________________________
 EW2338  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW2338  DYNAMIC HT  -         257.910 (meters)     846.16  (feet)  COMP
 EW2338  MODELED GRAV-     979,553.5   (mgal)                       NAVD 88
 EW2338
 EW2338  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2338
 EW2338.The horizontal coordinates were scaled from a topographic map and have
 EW2338.an estimated accuracy of +/- 6 seconds.
 EW2338
 EW2338.The orthometric height was determined by differential leveling
 EW2338.and adjusted in February 1993.
 EW2338.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2338.distribution rate of 0.0 thru 1.0 mm/km.
 EW2338.The height was derived from older observations constrained to new
 EW2338.heights in a crustal motion area.  The height is approximate in
 EW2338.relation to other heights in its vicinity.
 EW2338
 EW2338.The geoid height was determined by GEOID03.
 EW2338
 EW2338.The dynamic height is computed by dividing the NAVD 88
 EW2338.geopotential number by the normal gravity value computed on the
 EW2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2338.degrees latitude (g = 980.6199 gals.).
 EW2338
 EW2338.The modeled gravity was interpolated from observed gravity values.
 EW2338
 EW2338;                    North         East    Units  Estimated Accuracy
 EW2338;SPC CA 5     -   580,730.    1,964,910.      MT  (+/- 180 meters Scaled)
 EW2338
 EW2338                          SUPERSEDED SURVEY CONTROL
 EW2338
 EW2338  NGVD 29 (??/??/92)  257.387  (m)          844.44   (f) ADJ UNCH    1 1
 EW2338
 EW2338.Superseded values are not recommended for survey control.
 EW2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2338.See file dsdata.txt to determine how the superseded data were derived.
 EW2338
 EW2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT728882(NAD 83)
 EW2338_MARKER: S = SPIKE
 EW2338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2338_SP_SET: CURB
 EW2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2338
 EW2338  HISTORY     - Date     Condition        Report By
 EW2338  HISTORY     - UNK      MONUMENTED       RBNF
 EW2338  HISTORY     - 1975     GOOD             CA1980
 EW2338  HISTORY     - 1975     GOOD             CA1980
 EW2338  HISTORY     - 1978     GOOD             NGS
 EW2338
 EW2338                          STATION DESCRIPTION
 EW2338
 EW2338'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2338'IN LOS ANGELES.
 EW2338'WIRE SPIKE IN SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST OF ROAD-
 EW2338'WAY, 5 FEET SOUTHEAST OF BOX CULVERT CURB RETURN SOUTHEAST OF TUXFORD
 EW2338'STREET.
 EW2338
 EW2338                          STATION RECOVERY (1975)
 EW2338
 EW2338'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2338'RECOVERED IN GOOD CONDITION.
 EW2338
 EW2338                          STATION RECOVERY (1978)
 EW2338
 EW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2338'AT BURBANK, AT THE JUNCTION OF SAN FERNANDO ROAD AND TUXFORD STREET,
 EW2338'A WIRE SPIKE IN A CONCRETE CURB RETURN OF THE SOUTHWEST CURB OF THE
 EW2338'ROAD, 5.1 FT. SOUTHEAST OF THE BC CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2354 ***********************************************************************
 EW2354  DESIGNATION -  08 25837 C OF LA
 EW2354  PID         -  EW2354
 EW2354  STATE/COUNTY-  CA/LOS ANGELES
 EW2354  USGS QUAD   -  VAN NUYS (1972)
 EW2354
 EW2354                         *CURRENT SURVEY CONTROL
 EW2354  ___________________________________________________________________
 EW2354* NAD 83(1986)-  34 13 39.     (N)    118 22 50.     (W)     SCALED    
 EW2354* NAVD 88     -       257.57   (+/-2cm)     845.0    (feet)  VERTCON   
 EW2354  ___________________________________________________________________
 EW2354  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2354  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2354
 EW2354.The horizontal coordinates were scaled from a topographic map and have
 EW2354.an estimated accuracy of +/- 6 seconds.
 EW2354
 EW2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2354.The vertical order pertains to the NGVD 29 superseded value.
 EW2354
 EW2354.The geoid height was determined by GEOID03.
 EW2354
 EW2354;                    North         East    Units  Estimated Accuracy
 EW2354;SPC CA 5     -   580,760.    1,964,940.      MT  (+/- 180 meters Scaled)
 EW2354
 EW2354                          SUPERSEDED SURVEY CONTROL
 EW2354
 EW2354  NGVD 29 (??/??/92)  256.786  (m)          842.47   (f) ADJ UNCH    1 1
 EW2354
 EW2354.Superseded values are not recommended for survey control.
 EW2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2354.See file dsdata.txt to determine how the superseded data were derived.
 EW2354
 EW2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT728882(NAD 83)
 EW2354_MARKER: DD = SURVEY DISK
 EW2354_SETTING: 0 = UNSPECIFIED SETTING
 EW2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2354
 EW2354  HISTORY     - Date     Condition        Report By
 EW2354  HISTORY     - UNK      MONUMENTED       CA1980
 EW2354  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2354
 EW2354                          STATION DESCRIPTION
 EW2354
 EW2354'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2354'IN LOS ANGELES.
 EW2354'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF SAN FERNANDO
 EW2354'ROAD, SOUTHWEST ROADWAY, 47.7 FEET SOUTHEAST OF THE NORTHEASTERLY
 EW2354'PROLONGATION OF THE SOUTHEAST CURB LINE OF TUXFORD STREET FROM
 EW2354'THE SOUTHWEST-- 51 FEET SOUTHEAST OF THE SOUTHWESTERLY
 EW2354'PROLONGATION OF THE SOUTHEAST CURB LINE OF TUXFORD STREET FROM
 EW2354'THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2357 ***********************************************************************
 EW2357  DESIGNATION -  08 25860 C OF LA
 EW2357  PID         -  EW2357
 EW2357  STATE/COUNTY-  CA/LOS ANGELES
 EW2357  USGS QUAD   -  VAN NUYS (1972)
 EW2357
 EW2357                         *CURRENT SURVEY CONTROL
 EW2357  ___________________________________________________________________
 EW2357* NAD 83(1986)-  34 13 48.     (N)    118 23 04.     (W)     SCALED    
 EW2357* NAVD 88     -       264.03   (+/-2cm)     866.2    (feet)  VERTCON   
 EW2357  ___________________________________________________________________
 EW2357  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW2357  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2357
 EW2357.The horizontal coordinates were scaled from a topographic map and have
 EW2357.an estimated accuracy of +/- 6 seconds.
 EW2357
 EW2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2357.The vertical order pertains to the NGVD 29 superseded value.
 EW2357
 EW2357.The geoid height was determined by GEOID03.
 EW2357
 EW2357;                    North         East    Units  Estimated Accuracy
 EW2357;SPC CA 5     -   581,040.    1,964,580.      MT  (+/- 180 meters Scaled)
 EW2357
 EW2357                          SUPERSEDED SURVEY CONTROL
 EW2357
 EW2357  NGVD 29 (??/??/92)  263.243  (m)          863.66   (f) ADJ UNCH    1 1
 EW2357
 EW2357.Superseded values are not recommended for survey control.
 EW2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2357.See file dsdata.txt to determine how the superseded data were derived.
 EW2357
 EW2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT724885(NAD 83)
 EW2357_MARKER: DD = SURVEY DISK
 EW2357_SETTING: 0 = UNSPECIFIED SETTING
 EW2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2357
 EW2357  HISTORY     - Date     Condition        Report By
 EW2357  HISTORY     - UNK      MONUMENTED       CA1980
 EW2357  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2357  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2357
 EW2357                          STATION DESCRIPTION
 EW2357
 EW2357'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2357'IN LOS ANGELES.
 EW2357'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF PENDLETON STREET,
 EW2357'8.7 FEET SOUTHWEST OF THE PROLONGATION OF THE SOUTHWEST CURB
 EW2357'LINE OF SAN FERNANDO ROAD.
 EW2357
 EW2357                          STATION RECOVERY (1971)
 EW2357
 EW2357'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2357'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2361 ***********************************************************************
 EW2361  DESIGNATION -  08 25920 C OF LA
 EW2361  PID         -  EW2361
 EW2361  STATE/COUNTY-  CA/LOS ANGELES
 EW2361  USGS QUAD   -  VAN NUYS (1972)
 EW2361
 EW2361                         *CURRENT SURVEY CONTROL
 EW2361  ___________________________________________________________________
 EW2361* NAD 83(1986)-  34 13 59.     (N)    118 23 16.     (W)     SCALED    
 EW2361* NAVD 88     -       268.08   (+/-2cm)     879.5    (feet)  VERTCON   
 EW2361  ___________________________________________________________________
 EW2361  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW2361  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2361
 EW2361.The horizontal coordinates were scaled from a topographic map and have
 EW2361.an estimated accuracy of +/- 6 seconds.
 EW2361
 EW2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2361.The vertical order pertains to the NGVD 29 superseded value.
 EW2361
 EW2361.The geoid height was determined by GEOID03.
 EW2361
 EW2361;                    North         East    Units  Estimated Accuracy
 EW2361;SPC CA 5     -   581,380.    1,964,280.      MT  (+/- 180 meters Scaled)
 EW2361
 EW2361                          SUPERSEDED SURVEY CONTROL
 EW2361
 EW2361  NGVD 29 (??/??/92)  267.287  (m)          876.92   (f) ADJ UNCH    1 1
 EW2361
 EW2361.Superseded values are not recommended for survey control.
 EW2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2361.See file dsdata.txt to determine how the superseded data were derived.
 EW2361
 EW2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT721888(NAD 83)
 EW2361_MARKER: DD = SURVEY DISK
 EW2361_SETTING: 0 = UNSPECIFIED SETTING
 EW2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2361
 EW2361  HISTORY     - Date     Condition        Report By
 EW2361  HISTORY     - UNK      MONUMENTED       CA1980
 EW2361  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2361  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2361
 EW2361                          STATION DESCRIPTION
 EW2361
 EW2361'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2361'AT LOS ANGELES.
 EW2361'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2361'SAN FERNANDO ROAD, SOUTHWEST ROADWAY, AND LANKERSHIM BOULEVARD.
 EW2361
 EW2361                          STATION RECOVERY (1971)
 EW2361
 EW2361'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2363 ***********************************************************************
 EW2363  DESIGNATION -  08 25982 C OF LA
 EW2363  PID         -  EW2363
 EW2363  STATE/COUNTY-  CA/LOS ANGELES
 EW2363  USGS QUAD   -  VAN NUYS (1972)
 EW2363
 EW2363                         *CURRENT SURVEY CONTROL
 EW2363  ___________________________________________________________________
 EW2363* NAD 83(1986)-  34 14 15.     (N)    118 23 31.     (W)     SCALED    
 EW2363* NAVD 88     -       273.00   (+/-2cm)     895.7    (feet)  VERTCON   
 EW2363  ___________________________________________________________________
 EW2363  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2363  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2363
 EW2363.The horizontal coordinates were scaled from a topographic map and have
 EW2363.an estimated accuracy of +/- 6 seconds.
 EW2363
 EW2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2363.The vertical order pertains to the NGVD 29 superseded value.
 EW2363
 EW2363.The geoid height was determined by GEOID03.
 EW2363
 EW2363;                    North         East    Units  Estimated Accuracy
 EW2363;SPC CA 5     -   581,880.    1,963,890.      MT  (+/- 180 meters Scaled)
 EW2363
 EW2363                          SUPERSEDED SURVEY CONTROL
 EW2363
 EW2363  NGVD 29 (??/??/92)  272.216  (m)          893.10   (f) ADJ UNCH    1 1
 EW2363
 EW2363.Superseded values are not recommended for survey control.
 EW2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2363.See file dsdata.txt to determine how the superseded data were derived.
 EW2363
 EW2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT718893(NAD 83)
 EW2363_MARKER: S = SPIKE
 EW2363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2363_SP_SET: CURB
 EW2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2363
 EW2363  HISTORY     - Date     Condition        Report By
 EW2363  HISTORY     - UNK      MONUMENTED       CA1980
 EW2363  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2363  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2363
 EW2363                          STATION DESCRIPTION
 EW2363
 EW2363'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2363'IN LOS ANGELES.
 EW2363'WIRE SPIKE IN THE SOUTHWEST CURB OF THE SOUTHWEST ROADWAY OF
 EW2363'SAN FERNANDO ROAD, 3 FEET SOUTHEAST OF THE BEGINNING OF CURB
 EW2363'RETURN SOUTHEAST OF ALLEGHENY STREET.
 EW2363
 EW2363                          STATION RECOVERY (1971)
 EW2363
 EW2363'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2363'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2365 ***********************************************************************
 EW2365  DESIGNATION -  08 26001 C OF LA
 EW2365  PID         -  EW2365
 EW2365  STATE/COUNTY-  CA/LOS ANGELES
 EW2365  USGS QUAD   -  VAN NUYS (1972)
 EW2365
 EW2365                         *CURRENT SURVEY CONTROL
 EW2365  ___________________________________________________________________
 EW2365* NAD 83(1986)-  34 14 21.     (N)    118 23 36.     (W)     SCALED    
 EW2365* NAVD 88     -       274.25   (+/-2cm)     899.8    (feet)  VERTCON   
 EW2365  ___________________________________________________________________
 EW2365  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2365  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2365
 EW2365.The horizontal coordinates were scaled from a topographic map and have
 EW2365.an estimated accuracy of +/- 6 seconds.
 EW2365
 EW2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2365.The vertical order pertains to the NGVD 29 superseded value.
 EW2365
 EW2365.The geoid height was determined by GEOID03.
 EW2365
 EW2365;                    North         East    Units  Estimated Accuracy
 EW2365;SPC CA 5     -   582,060.    1,963,770.      MT  (+/- 180 meters Scaled)
 EW2365
 EW2365                          SUPERSEDED SURVEY CONTROL
 EW2365
 EW2365  NGVD 29 (??/??/92)  273.463  (m)          897.19   (f) ADJ UNCH    1 1
 EW2365
 EW2365.Superseded values are not recommended for survey control.
 EW2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2365.See file dsdata.txt to determine how the superseded data were derived.
 EW2365
 EW2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716895(NAD 83)
 EW2365_MARKER: S = SPIKE
 EW2365_SETTING: 0 = UNSPECIFIED SETTING
 EW2365_STAMPING: 08-26001
 EW2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2365
 EW2365  HISTORY     - Date     Condition        Report By
 EW2365  HISTORY     - UNK      MONUMENTED       CA1980
 EW2365
 EW2365                          STATION DESCRIPTION
 EW2365
 EW2365'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 EW2365'IN LOS ANGELES.
 EW2365'WIRE SPIKE IN SOUTHWEST CURB SAN FERNANDO ROAD SOUTHWEST ROADWAY, 30
 EW2365'FEET NORTHWEST OF BOX CULVERT CURB RETURN NORTHWEST OF SHELDON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2364 ***********************************************************************
 EW2364  DESIGNATION -  08 26011 C OF LA
 EW2364  PID         -  EW2364
 EW2364  STATE/COUNTY-  CA/LOS ANGELES
 EW2364  USGS QUAD   -  VAN NUYS (1972)
 EW2364
 EW2364                         *CURRENT SURVEY CONTROL
 EW2364  ___________________________________________________________________
 EW2364* NAD 83(1986)-  34 14 21.     (N)    118 23 36.     (W)     SCALED    
 EW2364* NAVD 88     -       274.73   (+/-2cm)     901.3    (feet)  VERTCON   
 EW2364  ___________________________________________________________________
 EW2364  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2364  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2364
 EW2364.The horizontal coordinates were scaled from a topographic map and have
 EW2364.an estimated accuracy of +/- 6 seconds.
 EW2364
 EW2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2364.The vertical order pertains to the NGVD 29 superseded value.
 EW2364
 EW2364.The geoid height was determined by GEOID03.
 EW2364
 EW2364;                    North         East    Units  Estimated Accuracy
 EW2364;SPC CA 5     -   582,060.    1,963,770.      MT  (+/- 180 meters Scaled)
 EW2364
 EW2364                          SUPERSEDED SURVEY CONTROL
 EW2364
 EW2364  NGVD 29 (??/??/92)  273.943  (m)          898.76   (f) ADJ UNCH    1 1
 EW2364
 EW2364.Superseded values are not recommended for survey control.
 EW2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2364.See file dsdata.txt to determine how the superseded data were derived.
 EW2364
 EW2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716895(NAD 83)
 EW2364_MARKER: S = SPIKE
 EW2364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2364_SP_SET: CURB
 EW2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2364
 EW2364  HISTORY     - Date     Condition        Report By
 EW2364  HISTORY     - UNK      MONUMENTED       CA1980
 EW2364  HISTORY     - 1968     GOOD             CA1980
 EW2364  HISTORY     - 1971     GOOD             NGS
 EW2364
 EW2364                          STATION DESCRIPTION
 EW2364
 EW2364'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2364'IN LOS ANGELES.
 EW2364'WIRE SPIKE IN THE SOUTHEAST CURB OF SHELDON STREET, ONE FOOT
 EW2364'SOUTHWEST OF THE BEGINNING OF CURB RETURN SOUTHWEST OF THE
 EW2364'NORTHEAST ROADWAY OF SAN FERNANDO ROAD.
 EW2364
 EW2364                          STATION RECOVERY (1971)
 EW2364
 EW2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW2364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2367 ***********************************************************************
 EW2367  DESIGNATION -  08 26040 C OF LA
 EW2367  PID         -  EW2367
 EW2367  STATE/COUNTY-  CA/LOS ANGELES
 EW2367  USGS QUAD   -  VAN NUYS (1972)
 EW2367
 EW2367                         *CURRENT SURVEY CONTROL
 EW2367  ___________________________________________________________________
 EW2367* NAD 83(1986)-  34 14 31.     (N)    118 23 49.     (W)     SCALED    
 EW2367* NAVD 88     -       277.25   (+/-2cm)     909.6    (feet)  VERTCON   
 EW2367  ___________________________________________________________________
 EW2367  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2367  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2367
 EW2367.The horizontal coordinates were scaled from a topographic map and have
 EW2367.an estimated accuracy of +/- 6 seconds.
 EW2367
 EW2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2367.The vertical order pertains to the NGVD 29 superseded value.
 EW2367
 EW2367.The geoid height was determined by GEOID03.
 EW2367
 EW2367;                    North         East    Units  Estimated Accuracy
 EW2367;SPC CA 5     -   582,370.    1,963,430.      MT  (+/- 180 meters Scaled)
 EW2367
 EW2367                          SUPERSEDED SURVEY CONTROL
 EW2367
 EW2367  NGVD 29 (??/??/92)  276.455  (m)          907.00   (f) ADJ UNCH    1 1
 EW2367
 EW2367.Superseded values are not recommended for survey control.
 EW2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2367.See file dsdata.txt to determine how the superseded data were derived.
 EW2367
 EW2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713898(NAD 83)
 EW2367_MARKER: S = SPIKE
 EW2367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2367_SP_SET: CURB
 EW2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2367
 EW2367  HISTORY     - Date     Condition        Report By
 EW2367  HISTORY     - 1968     MONUMENTED       CA1980
 EW2367
 EW2367                          STATION DESCRIPTION
 EW2367
 EW2367'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2367'IN LOS ANGELES.
 EW2367'WIRE SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2367'ROADWAY, 10 FEET NORTHWEST OF THE BEGINNING OF CURB NORTHWEST
 EW2367'OF TRUESDALE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2366 ***********************************************************************
 EW2366  DESIGNATION -  08 26070 C OF LA
 EW2366  PID         -  EW2366
 EW2366  STATE/COUNTY-  CA/LOS ANGELES
 EW2366  USGS QUAD   -  VAN NUYS (1972)
 EW2366
 EW2366                         *CURRENT SURVEY CONTROL
 EW2366  ___________________________________________________________________
 EW2366* NAD 83(1986)-  34 14 31.     (N)    118 23 49.     (W)     SCALED    
 EW2366* NAVD 88     -       276.68   (+/-2cm)     907.7    (feet)  VERTCON   
 EW2366  ___________________________________________________________________
 EW2366  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2366  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2366
 EW2366.The horizontal coordinates were scaled from a topographic map and have
 EW2366.an estimated accuracy of +/- 6 seconds.
 EW2366
 EW2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2366.The vertical order pertains to the NGVD 29 superseded value.
 EW2366
 EW2366.The geoid height was determined by GEOID03.
 EW2366
 EW2366;                    North         East    Units  Estimated Accuracy
 EW2366;SPC CA 5     -   582,370.    1,963,430.      MT  (+/- 180 meters Scaled)
 EW2366
 EW2366                          SUPERSEDED SURVEY CONTROL
 EW2366
 EW2366  NGVD 29 (??/??/92)  275.886  (m)          905.14   (f) ADJ UNCH    1 1
 EW2366
 EW2366.Superseded values are not recommended for survey control.
 EW2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2366.See file dsdata.txt to determine how the superseded data were derived.
 EW2366
 EW2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713898(NAD 83)
 EW2366_MARKER: DD = SURVEY DISK
 EW2366_SETTING: 0 = UNSPECIFIED SETTING
 EW2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2366
 EW2366  HISTORY     - Date     Condition        Report By
 EW2366  HISTORY     - UNK      MONUMENTED       CA1980
 EW2366  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2366  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2366
 EW2366                          STATION DESCRIPTION
 EW2366
 EW2366'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2366'IN LOS ANGELES.
 EW2366'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF TRUESDALE STREET,
 EW2366'4.6 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF SAN FERNANDO
 EW2366'ROAD, SOUTHWEST ROADWAY.
 EW2366
 EW2366                          STATION RECOVERY (1971)
 EW2366
 EW2366'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2366'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2371 ***********************************************************************
 EW2371  DESIGNATION -  08 26160 C OF LA
 EW2371  PID         -  EW2371
 EW2371  STATE/COUNTY-  CA/LOS ANGELES
 EW2371  USGS QUAD   -  VAN NUYS (1972)
 EW2371
 EW2371                         *CURRENT SURVEY CONTROL
 EW2371  ___________________________________________________________________
 EW2371* NAD 83(1986)-  34 14 52.     (N)    118 24 11.     (W)     SCALED    
 EW2371* NAVD 88     -       279.27   (+/-2cm)     916.2    (feet)  VERTCON   
 EW2371  ___________________________________________________________________
 EW2371  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2371  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2371
 EW2371.The horizontal coordinates were scaled from a topographic map and have
 EW2371.an estimated accuracy of +/- 6 seconds.
 EW2371
 EW2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2371.The vertical order pertains to the NGVD 29 superseded value.
 EW2371
 EW2371.The geoid height was determined by GEOID03.
 EW2371
 EW2371;                    North         East    Units  Estimated Accuracy
 EW2371;SPC CA 5     -   583,020.    1,962,870.      MT  (+/- 180 meters Scaled)
 EW2371
 EW2371                          SUPERSEDED SURVEY CONTROL
 EW2371
 EW2371  NGVD 29 (??/??/92)  278.481  (m)          913.65   (f) ADJ UNCH    1 1
 EW2371
 EW2371.Superseded values are not recommended for survey control.
 EW2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2371.See file dsdata.txt to determine how the superseded data were derived.
 EW2371
 EW2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT708905(NAD 83)
 EW2371_MARKER: S = SPIKE
 EW2371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2371_SP_SET: CURB
 EW2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2371
 EW2371  HISTORY     - Date     Condition        Report By
 EW2371  HISTORY     - UNK      MONUMENTED       CA1980
 EW2371  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2371  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2371
 EW2371                          STATION DESCRIPTION
 EW2371
 EW2371'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2371'IN LOS ANGELES.
 EW2371'SPIKE IN THE SOUTHWEST CURB OF SAN FERNANDO ROAD, SOUTHWEST
 EW2371'ROADWAY, 2.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 EW2371'AFOREMENTIONED CURB, SOUTHEAST OF BRANFORD STREET.
 EW2371
 EW2371                          STATION RECOVERY (1971)
 EW2371
 EW2371'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2371'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2347 ***********************************************************************
 EW2347  DESIGNATION -  08 28080 C OF LA
 EW2347  PID         -  EW2347
 EW2347  STATE/COUNTY-  CA/LOS ANGELES
 EW2347  USGS QUAD   -  VAN NUYS (1972)
 EW2347
 EW2347                         *CURRENT SURVEY CONTROL
 EW2347  ___________________________________________________________________
 EW2347* NAD 83(1986)-  34 13 18.     (N)    118 23 34.     (W)     SCALED    
 EW2347* NAVD 88     -       253.33   (+/-2cm)     831.1    (feet)  VERTCON   
 EW2347  ___________________________________________________________________
 EW2347  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EW2347  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2347
 EW2347.The horizontal coordinates were scaled from a topographic map and have
 EW2347.an estimated accuracy of +/- 6 seconds.
 EW2347
 EW2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2347.The vertical order pertains to the NGVD 29 superseded value.
 EW2347
 EW2347.The geoid height was determined by GEOID03.
 EW2347
 EW2347;                    North         East    Units  Estimated Accuracy
 EW2347;SPC CA 5     -   580,120.    1,963,810.      MT  (+/- 180 meters Scaled)
 EW2347
 EW2347                          SUPERSEDED SURVEY CONTROL
 EW2347
 EW2347  NGVD 29 (??/??/92)  252.546  (m)          828.56   (f) ADJ UNCH    1 1
 EW2347
 EW2347.Superseded values are not recommended for survey control.
 EW2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2347.See file dsdata.txt to determine how the superseded data were derived.
 EW2347
 EW2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717876(NAD 83)
 EW2347_MARKER: S = SPIKE
 EW2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2347_SP_SET: CURB
 EW2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2347
 EW2347  HISTORY     - Date     Condition        Report By
 EW2347  HISTORY     - UNK      MONUMENTED       CA1980
 EW2347  HISTORY     - 1968     GOOD             CA1980
 EW2347
 EW2347                          STATION DESCRIPTION
 EW2347
 EW2347'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2347'IN LOS ANGELES.
 EW2347'WIRE SPIKE IN THE NORTH CURB OF ROSCOE BOULEVARD, 3 FEET WEST
 EW2347'OF THE BEGINNING OF CURB RETURN WEST OF WEBB AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2348 ***********************************************************************
 EW2348  DESIGNATION -  08 28081 C OF LA
 EW2348  PID         -  EW2348
 EW2348  STATE/COUNTY-  CA/LOS ANGELES
 EW2348  USGS QUAD   -  VAN NUYS (1972)
 EW2348
 EW2348                         *CURRENT SURVEY CONTROL
 EW2348  ___________________________________________________________________
 EW2348* NAD 83(1986)-  34 13 18.     (N)    118 23 34.     (W)     SCALED    
 EW2348* NAVD 88     -       253.09   (+/-2cm)     830.3    (feet)  VERTCON   
 EW2348  ___________________________________________________________________
 EW2348  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EW2348  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2348
 EW2348.The horizontal coordinates were scaled from a topographic map and have
 EW2348.an estimated accuracy of +/- 6 seconds.
 EW2348
 EW2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2348.The vertical order pertains to the NGVD 29 superseded value.
 EW2348
 EW2348.The geoid height was determined by GEOID03.
 EW2348
 EW2348;                    North         East    Units  Estimated Accuracy
 EW2348;SPC CA 5     -   580,120.    1,963,810.      MT  (+/- 180 meters Scaled)
 EW2348
 EW2348                          SUPERSEDED SURVEY CONTROL
 EW2348
 EW2348  NGVD 29 (??/??/92)  252.309  (m)          827.78   (f) ADJ UNCH    1 1
 EW2348
 EW2348.Superseded values are not recommended for survey control.
 EW2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2348.See file dsdata.txt to determine how the superseded data were derived.
 EW2348
 EW2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717876(NAD 83)
 EW2348_MARKER: Z = SEE DESCRIPTION
 EW2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2348+STABILITY: SURFACE MOTION
 EW2348
 EW2348  HISTORY     - Date     Condition        Report By
 EW2348  HISTORY     - UNK      MONUMENTED       CA1980
 EW2348  HISTORY     - 1968     GOOD             CA1980
 EW2348
 EW2348                          STATION DESCRIPTION
 EW2348
 EW2348'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2348'IN LOS ANGELES.
 EW2348'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW2348'ROSCOE BOULEVARD AND WEBB AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2349 ***********************************************************************
 EW2349  DESIGNATION -  08 28090 C OF LA
 EW2349  PID         -  EW2349
 EW2349  STATE/COUNTY-  CA/LOS ANGELES
 EW2349  USGS QUAD   -  VAN NUYS (1972)
 EW2349
 EW2349                         *CURRENT SURVEY CONTROL
 EW2349  ___________________________________________________________________
 EW2349* NAD 83(1986)-  34 13 18.     (N)    118 23 27.     (W)     SCALED    
 EW2349* NAVD 88     -       253.91   (+/-2cm)     833.0    (feet)  VERTCON   
 EW2349  ___________________________________________________________________
 EW2349  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EW2349  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2349
 EW2349.The horizontal coordinates were scaled from a topographic map and have
 EW2349.an estimated accuracy of +/- 6 seconds.
 EW2349
 EW2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2349.The vertical order pertains to the NGVD 29 superseded value.
 EW2349
 EW2349.The geoid height was determined by GEOID03.
 EW2349
 EW2349;                    North         East    Units  Estimated Accuracy
 EW2349;SPC CA 5     -   580,120.    1,963,990.      MT  (+/- 180 meters Scaled)
 EW2349
 EW2349                          SUPERSEDED SURVEY CONTROL
 EW2349
 EW2349  NGVD 29 (??/??/92)  253.130  (m)          830.48   (f) ADJ UNCH    1 1
 EW2349
 EW2349.Superseded values are not recommended for survey control.
 EW2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2349.See file dsdata.txt to determine how the superseded data were derived.
 EW2349
 EW2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT718876(NAD 83)
 EW2349_MARKER: S = SPIKE
 EW2349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2349_SP_SET: CURB
 EW2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2349
 EW2349  HISTORY     - Date     Condition        Report By
 EW2349  HISTORY     - UNK      MONUMENTED       CA1980
 EW2349  HISTORY     - 1968     GOOD             CA1980
 EW2349
 EW2349                          STATION DESCRIPTION
 EW2349
 EW2349'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2349'IN LOS ANGELES.
 EW2349'WIRE SPIKE IN THE WEST CURB OF AMBOY AVENUE, 5 FEET NORTH OF
 EW2349'THE BEGINNING OF CURB RETURN NORTH OF ROSCOE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0560 ***********************************************************************
 HS0560  DESIGNATION -  08.43 EBMUD
 HS0560  PID         -  HS0560
 HS0560  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0560  USGS QUAD   -  HOLT (1994)
 HS0560
 HS0560                         *CURRENT SURVEY CONTROL
 HS0560  ___________________________________________________________________
 HS0560* NAD 83(1986)-  37 56 07.     (N)    121 27 25.     (W)     SCALED    
 HS0560* NAVD 88     -         1.20   (+/-2cm)       3.9    (feet)  VERTCON   
 HS0560  ___________________________________________________________________
 HS0560  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HS0560  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0560
 HS0560.The horizontal coordinates were scaled from a topographic map and have
 HS0560.an estimated accuracy of +/- 6 seconds.
 HS0560
 HS0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0560.The vertical order pertains to the NGVD 29 superseded value.
 HS0560
 HS0560.The geoid height was determined by GEOID03.
 HS0560
 HS0560;                    North         East    Units  Estimated Accuracy
 HS0560;SPC CA 3     -   659,720.    1,915,880.      MT  (+/- 180 meters Scaled)
 HS0560
 HS0560                          SUPERSEDED SURVEY CONTROL
 HS0560
 HS0560  NGVD 29 (??/??/92)    0.526  (m)            1.73   (f) ADJ UNCH    1 2
 HS0560
 HS0560.Superseded values are not recommended for survey control.
 HS0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0560.See file dsdata.txt to determine how the superseded data were derived.
 HS0560
 HS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG355997(NAD 83)
 HS0560_MARKER: DD = SURVEY DISK
 HS0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0560_SP_SET: CONCRETE MANHOLE
 HS0560_STAMPING: P 2226 08.43 H 2226 24.11 1.83
 HS0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0560
 HS0560  HISTORY     - Date     Condition        Report By
 HS0560  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0560  HISTORY     - 1967     GOOD             NGS
 HS0560
 HS0560                          STATION DESCRIPTION
 HS0560
 HS0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0560'1.5 MI W FROM HOLT.
 HS0560'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON,
 HS0560'TOPEKA AND SANTA FE RAILWAY STATION AT HOLT, THENCE 1.4 MILES
 HS0560'WEST ALONG MOKELUMNE AQUEDUCT OF THE EAST BAY MUNICIPAL UTILITY
 HS0560'DISTRICT, AT THE NORTH SIDE OF UPPER JONES TRACK, IN THE TOP OF
 HS0560'THE EAST END OF CONCRETE MANHOLE STRUCTURE 121 OF THE CENTER PIPE
 HS0560'LINE, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST
 HS0560'OF THE EAST VERTICAL WALL OF THE MANHOLE COVER, AND ABOUT 14 FEET
 HS0560'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9169 ***********************************************************************
 EV9169  DESIGNATION -  080 01580
 EV9169  PID         -  EV9169
 EV9169  STATE/COUNTY-  CA/LOS ANGELES
 EV9169  USGS QUAD   -  BALDWIN PARK (1981)
 EV9169
 EV9169                         *CURRENT SURVEY CONTROL
 EV9169  ___________________________________________________________________
 EV9169* NAD 83(1986)-  34 05 14.     (N)    117 57 01.     (W)     SCALED    
 EV9169* NAVD 88     -       120.513  (meters)     395.38   (feet)  ADJUSTED  
 EV9169  ___________________________________________________________________
 EV9169  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EV9169  DYNAMIC HT  -         120.384 (meters)     394.96  (feet)  COMP
 EV9169  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 EV9169
 EV9169  VERT ORDER  -  FIRST     CLASS II
 EV9169
 EV9169.The horizontal coordinates were scaled from a topographic map and have
 EV9169.an estimated accuracy of +/- 6 seconds.
 EV9169
 EV9169.The orthometric height was determined by differential leveling
 EV9169.and adjusted in June 1991.
 EV9169
 EV9169.The geoid height was determined by GEOID03.
 EV9169
 EV9169.The dynamic height is computed by dividing the NAVD 88
 EV9169.geopotential number by the normal gravity value computed on the
 EV9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9169.degrees latitude (g = 980.6199 gals.).
 EV9169
 EV9169.The modeled gravity was interpolated from observed gravity values.
 EV9169
 EV9169;                    North         East    Units  Estimated Accuracy
 EV9169;SPC CA 5     -   565,140.    2,004,590.      MT  (+/- 180 meters Scaled)
 EV9169
 EV9169                          SUPERSEDED SURVEY CONTROL
 EV9169
 EV9169.No superseded survey control is available for this station.
 EV9169
 EV9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT123722(NAD 83)
 EV9169_MARKER: DD = SURVEY DISK
 EV9169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EV9169_SP_SET: CURBING OVER ABUTMENT
 EV9169_STAMPING: B.M.080-01580 1964
 EV9169_MARK LOGO: LACFCD
 EV9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV9169+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 EV9169
 EV9169  HISTORY     - Date     Condition        Report By
 EV9169  HISTORY     - 1964     MONUMENTED       LACFCD
 EV9169  HISTORY     - 19890509 GOOD             NGS
 EV9169
 EV9169                          STATION DESCRIPTION
 EV9169
 EV9169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EV9169'IN BALDWIN PARK AT THE INTERSECTION OF BADILLO STREET AND PUENTE AVE
 EV9169'SET IN TOP OF THE WEST END OF THE SOUTH CURBING OF THE BRIDGE
 EV9169'SPANNING THE BIG DALTON WASH FLOOD CONTROL CHANNEL 54.5M(178.8FT) W
 EV9169'OF THE CENTERLINE OF THE AVE 7.5M(24.6FT) S OF THE CENTERLINE OF THE
 EV9169'EASTBOUND LANES OF THE STREET 0.3M(1.0FT) W OF THE WEST END OF A
 EV9169'METAL RAIL 0.3M(1.0FT) ABOVE THE STREET SURFACE NOTE THE LAST NUMBER
 EV9169'OF THE STAMPING DATE IS BLOTTED OUT BUT APPEARS TO BE 4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3331 ***********************************************************************
 EV3331  DESIGNATION -  080 01680
 EV3331  PID         -  EV3331
 EV3331  STATE/COUNTY-  CA/LOS ANGELES
 EV3331  USGS QUAD   -  BALDWIN PARK (1981)
 EV3331
 EV3331                         *CURRENT SURVEY CONTROL
 EV3331  ___________________________________________________________________
 EV3331* NAD 83(1986)-  34 05 16.     (N)    117 56 54.     (W)     SCALED    
 EV3331* NAVD 88     -       121.47   (+/-2cm)     398.5    (feet)  VERTCON   
 EV3331  ___________________________________________________________________
 EV3331  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EV3331  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3331
 EV3331.The horizontal coordinates were scaled from a topographic map and have
 EV3331.an estimated accuracy of +/- 6 seconds.
 EV3331
 EV3331.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3331.The vertical order pertains to the NGVD 29 superseded value.
 EV3331
 EV3331.The geoid height was determined by GEOID03.
 EV3331
 EV3331;                    North         East    Units  Estimated Accuracy
 EV3331;SPC CA 5     -   565,200.    2,004,770.      MT  (+/- 180 meters Scaled)
 EV3331
 EV3331                          SUPERSEDED SURVEY CONTROL
 EV3331
 EV3331  NGVD 29 (??/??/92)  120.72   (m)          396.1    (f) COMPUTED    1 2
 EV3331
 EV3331.Superseded values are not recommended for survey control.
 EV3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3331.See file dsdata.txt to determine how the superseded data were derived.
 EV3331
 EV3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT125722(NAD 83)
 EV3331_MARKER: DD = SURVEY DISK
 EV3331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3331_SP_SET: ABUTMENT
 EV3331_STAMPING: BM 16-5B 1964
 EV3331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3331
 EV3331  HISTORY     - Date     Condition        Report By
 EV3331  HISTORY     - 1964     MONUMENTED       LACFCD
 EV3331  HISTORY     - 1975     GOOD             CA-037
 EV3331
 EV3331                          STATION DESCRIPTION
 EV3331
 EV3331'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3331'0.6 MI NE FROM BALDWIN PARK.
 EV3331'CITY OF BALDWIN PARK, PUENTE AVE. AT THE NORTHEASTERLY CORNER OF THE
 EV3331'BRIDGE OVER THE BIG DALTON WASH (A FLOOD CONTROL CHANNEL), IN THE
 EV3331'NORTHERLY ABUTMENT, 17.0 FEET EASTERLY FROM THE APPROXIMATE CENTERLINE
 EV3331'OF PUENTE AVE., 60.0 FEET NORTHERLY FROM THE APPROXIMATE CENTERLINE OF
 EV3331'THE CONCRETE CHANNEL, 2.6 FEET SOUTH FROM THE NORTH EDGE OF THE
 EV3331'ABUTMENT, 2.9 FEET WESTERLY FROM THE EASTERLY EDGE OF THE ABUTMENT,
 EV3331'FLUSH IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3330 ***********************************************************************
 EV3330  DESIGNATION -  080 01780
 EV3330  PID         -  EV3330
 EV3330  STATE/COUNTY-  CA/LOS ANGELES
 EV3330  USGS QUAD   -  BALDWIN PARK (1981)
 EV3330
 EV3330                         *CURRENT SURVEY CONTROL
 EV3330  ___________________________________________________________________
 EV3330* NAD 83(1986)-  34 05 23.     (N)    117 56 50.     (W)     SCALED    
 EV3330* NAVD 88     -       123.80   (+/-2cm)     406.2    (feet)  VERTCON   
 EV3330  ___________________________________________________________________
 EV3330  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EV3330  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3330
 EV3330.The horizontal coordinates were scaled from a topographic map and have
 EV3330.an estimated accuracy of +/- 6 seconds.
 EV3330
 EV3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3330.The vertical order pertains to the NGVD 29 superseded value.
 EV3330
 EV3330.The geoid height was determined by GEOID03.
 EV3330
 EV3330;                    North         East    Units  Estimated Accuracy
 EV3330;SPC CA 5     -   565,420.    2,004,870.      MT  (+/- 180 meters Scaled)
 EV3330
 EV3330                          SUPERSEDED SURVEY CONTROL
 EV3330
 EV3330  NGVD 29 (??/??/92)  123.05   (m)          403.7    (f) COMPUTED    1 2
 EV3330
 EV3330.Superseded values are not recommended for survey control.
 EV3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3330.See file dsdata.txt to determine how the superseded data were derived.
 EV3330
 EV3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT126725(NAD 83)
 EV3330_MARKER: DD = SURVEY DISK
 EV3330_STAMPING: BM 080-01780 1964
 EV3330
 EV3330  HISTORY     - Date     Condition        Report By
 EV3330  HISTORY     - UNK      MONUMENTED       LACFCD
 EV3330  HISTORY     - 1971     GOOD             CA-037
 EV3330  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 EV3330
 EV3330                          STATION DESCRIPTION
 EV3330
 EV3330'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EV3330'0.8 MI NE FROM BALDWIN PARK.
 EV3330'RAMONA BOULEVARD, ABOUT 0.1 MILES EAST OF PUENTE AVENUE AT THE
 EV3330'SOUTHEAST CORNER OF THE BRIDGE OVER THE FLOOD CONTROL CHANNEL, SET 2.9
 EV3330'FEET SOUTH OF THE SOUTH CURB OF RAMONA BOULEVARD AND 2.5 FEET WEST OF
 EV3330'THE EAST END OF THE BRIDGE.
 EV3330
 EV3330                          STATION RECOVERY (1975)
 EV3330
 EV3330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 EV3330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3194 ***********************************************************************
 EV3194  DESIGNATION -  084 01145
 EV3194  PID         -  EV3194
 EV3194  STATE/COUNTY-  CA/LOS ANGELES
 EV3194  USGS QUAD   -  BALDWIN PARK (1981)
 EV3194
 EV3194                         *CURRENT SURVEY CONTROL
 EV3194  ___________________________________________________________________
 EV3194* NAD 83(1986)-  34 06 51.     (N)    117 54 36.     (W)     SCALED    
 EV3194* NAVD 88     -       158.070  (meters)     518.60   (feet)  READJUSTED
 EV3194  ___________________________________________________________________
 EV3194  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EV3194  DYNAMIC HT  -         157.900 (meters)     518.04  (feet)  COMP
 EV3194  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 EV3194
 EV3194  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3194
 EV3194.The horizontal coordinates were scaled from a topographic map and have
 EV3194.an estimated accuracy of +/- 6 seconds.
 EV3194
 EV3194.The orthometric height was determined by differential leveling
 EV3194.and adjusted in February 1993.
 EV3194.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3194.distribution rate of 0.0 thru 1.0 mm/km.
 EV3194.The height was derived from older observations constrained to new
 EV3194.heights in a crustal motion area.  The height is approximate in
 EV3194.relation to other heights in its vicinity.
 EV3194
 EV3194.The geoid height was determined by GEOID03.
 EV3194
 EV3194.The dynamic height is computed by dividing the NAVD 88
 EV3194.geopotential number by the normal gravity value computed on the
 EV3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3194.degrees latitude (g = 980.6199 gals.).
 EV3194
 EV3194.The modeled gravity was interpolated from observed gravity values.
 EV3194
 EV3194;                    North         East    Units  Estimated Accuracy
 EV3194;SPC CA 5     -   568,130.    2,008,300.      MT  (+/- 180 meters Scaled)
 EV3194
 EV3194                          SUPERSEDED SURVEY CONTROL
 EV3194
 EV3194  NGVD 29 (??/??/92)  157.291  (m)          516.05   (f) ADJ UNCH    1 1
 EV3194
 EV3194.Superseded values are not recommended for survey control.
 EV3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3194.See file dsdata.txt to determine how the superseded data were derived.
 EV3194
 EV3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT160751(NAD 83)
 EV3194_MARKER: DD = SURVEY DISK
 EV3194_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EV3194_SP_SET: ABUTMENT
 EV3194_STAMPING: BM 084-01145 1964
 EV3194_MARK LOGO: LACFCD
 EV3194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3194
 EV3194  HISTORY     - Date     Condition        Report By
 EV3194  HISTORY     - 1964     MONUMENTED       LACFCD
 EV3194  HISTORY     - 1974     GOOD             CA-037
 EV3194  HISTORY     - 1978     GOOD             NGS
 EV3194  HISTORY     - 1983     GOOD             USGS
 EV3194  HISTORY     - 1984     GOOD             NGS
 EV3194  HISTORY     - 1985     GOOD             NGS
 EV3194  HISTORY     - 1986     GOOD             NGS
 EV3194
 EV3194                          STATION DESCRIPTION
 EV3194
 EV3194'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV3194'1.4 MI SW FROM AZUSA.
 EV3194'GLADSTONE STREET, AT FLOOD CONTROL WEST OF AZUSA AVENUE, EAST OF
 EV3194'GRANDIN STREET, AT NORTHWEST CORNER OF BRIDGE, 35 FEET NORTH OF
 EV3194'CENTERLINE, 4.5 FEET WEST OF WEST END OF BRIDGE GUARD RAIL, IN TOP OF
 EV3194'ABUTMENT.
 EV3194
 EV3194                          STATION RECOVERY (1978)
 EV3194
 EV3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3194'AT AZUSA, 0.2 MILE WEST OF AZUSA AVENUE ALONG GLADSTONE STREET AT THE
 EV3194'BRIDGE OVER LITTLE DALTON WASH, 126 FT. EAST THE CENTER LINE GRANDIN
 EV3194'AVENUE, 6 FT. NORTH THE NORTH CURB OF GLADSTONE STREET, 4.6 FT. WEST
 EV3194'OF WEST END NORTH STEEL GUARD RAIL, 2 FT. SOUTH OF NORTH END WEST
 EV3194'CONCRETE ABUTMENT.
 EV3194
 EV3194                          STATION RECOVERY (1983)
 EV3194
 EV3194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3194'RECOVERED IN GOOD CONDITION.
 EV3194
 EV3194                          STATION RECOVERY (1984)
 EV3194
 EV3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3194'RECOVERED IN GOOD CONDITION.
 EV3194
 EV3194                          STATION RECOVERY (1985)
 EV3194
 EV3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3194'RECOVERED IN GOOD CONDITION.
 EV3194
 EV3194                          STATION RECOVERY (1986)
 EV3194
 EV3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1979 ***********************************************************************
 EW1979  DESIGNATION -  09 00120 C OF LA
 EW1979  PID         -  EW1979
 EW1979  STATE/COUNTY-  CA/LOS ANGELES
 EW1979  USGS QUAD   -  PASADENA (1994)
 EW1979
 EW1979                         *CURRENT SURVEY CONTROL
 EW1979  ___________________________________________________________________
 EW1979* NAD 83(1986)-  34 08 54.     (N)    118 14 07.     (W)     SCALED    
 EW1979* NAVD 88     -       185.36   (+/-2cm)     608.1    (feet)  VERTCON   
 EW1979  ___________________________________________________________________
 EW1979  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW1979  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1979
 EW1979.The horizontal coordinates were scaled from a topographic map and have
 EW1979.an estimated accuracy of +/- 6 seconds.
 EW1979
 EW1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1979.The vertical order pertains to the NGVD 29 superseded value.
 EW1979
 EW1979.The geoid height was determined by GEOID03.
 EW1979
 EW1979;                    North         East    Units  Estimated Accuracy
 EW1979;SPC CA 5     -   571,940.    1,978,300.      MT  (+/- 180 meters Scaled)
 EW1979
 EW1979                          SUPERSEDED SURVEY CONTROL
 EW1979
 EW1979  NGVD 29 (??/??/92)  184.567  (m)          605.53   (f) ADJ UNCH    1 1
 EW1979
 EW1979.Superseded values are not recommended for survey control.
 EW1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1979.See file dsdata.txt to determine how the superseded data were derived.
 EW1979
 EW1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861792(NAD 83)
 EW1979_MARKER: S = SPIKE
 EW1979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1979_SP_SET: CATCH BASIN
 EW1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1979
 EW1979  HISTORY     - Date     Condition        Report By
 EW1979  HISTORY     - UNK      MONUMENTED       CA1980
 EW1979  HISTORY     - 1968     GOOD             CA1980
 EW1979
 EW1979                          STATION DESCRIPTION
 EW1979
 EW1979'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1979'IN GLENDALE.
 EW1979'WIRE SPIKE IN THE SOUTH CURB OF WILSON AVENUE, 46 FEET EAST
 EW1979'OF THE EAST PROPERTY LINE OF VERDUGO ROAD, IN THE TOP OF A
 EW1979'CATCH BASIN, AT ITS WEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1980 ***********************************************************************
 EW1980  DESIGNATION -  09 00121 C OF LA
 EW1980  PID         -  EW1980
 EW1980  STATE/COUNTY-  CA/LOS ANGELES
 EW1980  USGS QUAD   -  PASADENA (1994)
 EW1980
 EW1980                         *CURRENT SURVEY CONTROL
 EW1980  ___________________________________________________________________
 EW1980* NAD 83(1986)-  34 08 52.     (N)    118 14 05.     (W)     SCALED    
 EW1980* NAVD 88     -       185.472  (meters)     608.50   (feet)  READJUSTED
 EW1980  ___________________________________________________________________
 EW1980  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW1980  DYNAMIC HT  -         185.280 (meters)     607.87  (feet)  COMP
 EW1980  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 EW1980
 EW1980  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW1980
 EW1980.The horizontal coordinates were scaled from a topographic map and have
 EW1980.an estimated accuracy of +/- 6 seconds.
 EW1980
 EW1980.The orthometric height was determined by differential leveling
 EW1980.and adjusted in February 1993.
 EW1980.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW1980.distribution rate of 1.1 thru 2.0 mm/km.
 EW1980.The height was derived from older observations constrained to new
 EW1980.heights in a crustal motion area.  The height is approximate in
 EW1980.relation to other heights in its vicinity.
 EW1980
 EW1980.The geoid height was determined by GEOID03.
 EW1980
 EW1980.The dynamic height is computed by dividing the NAVD 88
 EW1980.geopotential number by the normal gravity value computed on the
 EW1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1980.degrees latitude (g = 980.6199 gals.).
 EW1980
 EW1980.The modeled gravity was interpolated from observed gravity values.
 EW1980
 EW1980;                    North         East    Units  Estimated Accuracy
 EW1980;SPC CA 5     -   571,880.    1,978,350.      MT  (+/- 180 meters Scaled)
 EW1980
 EW1980                          SUPERSEDED SURVEY CONTROL
 EW1980
 EW1980  NGVD 29 (??/??/92)  184.681  (m)          605.91   (f) ADJ UNCH    1 1
 EW1980
 EW1980.Superseded values are not recommended for survey control.
 EW1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1980.See file dsdata.txt to determine how the superseded data were derived.
 EW1980
 EW1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861792(NAD 83)
 EW1980_MARKER: S = SPIKE
 EW1980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1980_SP_SET: CATCH BASIN
 EW1980_STAMPING: 09-00121
 EW1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1980
 EW1980  HISTORY     - Date     Condition        Report By
 EW1980  HISTORY     - UNK      MONUMENTED       RBNF
 EW1980  HISTORY     - 1976     GOOD             NGS
 EW1980  HISTORY     - 1978     GOOD             NGS
 EW1980
 EW1980                          STATION DESCRIPTION
 EW1980
 EW1980'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1980'IN GLENDALE.
 EW1980'WIRE SPIKE 4 FEET SOUTH OF SOUTH CURB LINE WILSON AVENUE,    63.5 FEET
 EW1980'EAST OF BOX CULVERT CURB, RETURN EAST OF VERAUGO ROAD, SOUTHEAST COR-
 EW1980'NER OF CATCH BASIN.
 EW1980
 EW1980                          STATION RECOVERY (1976)
 EW1980
 EW1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1980'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1980'FOOTHILL BOULEVARD AT LA CANADA, THENCE 3.85 MILES SOUTH ALONG
 EW1980'VERDUGO ROAD, AT THE INTERSECTION OF VERDUGO ROAD AND WILSON AVENUE,
 EW1980'67.3 FT EAST OF THE CURB RETURN EAST OF VERDUGO ROAD, A WIRE SPIKE IN
 EW1980'TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN, 4 FT SOUTH OF THE SOUTH
 EW1980'CURB OF WILSON AVENUE, 4.9 FT SOUTHWEST OF TELEPHONE POLE 808020H.
 EW1980
 EW1980                          STATION RECOVERY (1978)
 EW1980
 EW1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1980'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1980'FOOTHILL BOULEVARD AT LA CANADA, THENCE 3.85 MILES SOUTH ALONG VERDUGO
 EW1980'ROAD, AT THE INTERSECTION OF VERDUGO ROAD AND WILSON AVENUE, 67.3 FT.
 EW1980'EAST OF THE CURB RETURN EAST OF VERDUGO ROAD, A WIRE SPIKE IN TOP OF
 EW1980'THE SOUTHEAST CORNER OF A CATCH BASIN, 4 FT. SOUTH OF THE SOUTH CURB
 EW1980'OF WILSON AVENUE, 4.9 FT. SOUTHWEST OF TELEPHONE POLE 808020H.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1981 ***********************************************************************
 EW1981  DESIGNATION -  09 00149 C OF LA
 EW1981  PID         -  EW1981
 EW1981  STATE/COUNTY-  CA/LOS ANGELES
 EW1981  USGS QUAD   -  PASADENA (1994)
 EW1981
 EW1981                         *CURRENT SURVEY CONTROL
 EW1981  ___________________________________________________________________
 EW1981* NAD 83(1986)-  34 09 05.     (N)    118 14 11.     (W)     SCALED    
 EW1981* NAVD 88     -       188.871  (meters)     619.65   (feet)  READJUSTED
 EW1981  ___________________________________________________________________
 EW1981  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW1981  DYNAMIC HT  -         188.670 (meters)     618.99  (feet)  COMP
 EW1981  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 EW1981
 EW1981  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW1981
 EW1981.The horizontal coordinates were scaled from a topographic map and have
 EW1981.an estimated accuracy of +/- 6 seconds.
 EW1981
 EW1981.The orthometric height was determined by differential leveling
 EW1981.and adjusted in February 1993.
 EW1981.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW1981.distribution rate of 1.1 thru 2.0 mm/km.
 EW1981.The height was derived from older observations constrained to new
 EW1981.heights in a crustal motion area.  The height is approximate in
 EW1981.relation to other heights in its vicinity.
 EW1981
 EW1981.The geoid height was determined by GEOID03.
 EW1981
 EW1981.The dynamic height is computed by dividing the NAVD 88
 EW1981.geopotential number by the normal gravity value computed on the
 EW1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1981.degrees latitude (g = 980.6199 gals.).
 EW1981
 EW1981.The modeled gravity was interpolated from observed gravity values.
 EW1981
 EW1981;                    North         East    Units  Estimated Accuracy
 EW1981;SPC CA 5     -   572,280.    1,978,200.      MT  (+/- 180 meters Scaled)
 EW1981
 EW1981                          SUPERSEDED SURVEY CONTROL
 EW1981
 EW1981  NGVD 29 (??/??/92)  188.080  (m)          617.06   (f) ADJ UNCH    1 1
 EW1981
 EW1981.Superseded values are not recommended for survey control.
 EW1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1981.See file dsdata.txt to determine how the superseded data were derived.
 EW1981
 EW1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860796(NAD 83)
 EW1981_MARKER: S = SPIKE
 EW1981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1981_SP_SET: CATCH BASIN
 EW1981_STAMPING: 09-00149
 EW1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1981
 EW1981  HISTORY     - Date     Condition        Report By
 EW1981  HISTORY     - UNK      MONUMENTED       RBNF
 EW1981  HISTORY     - 1976     GOOD             NGS
 EW1981  HISTORY     - 1978     GOOD             NGS
 EW1981
 EW1981                          STATION DESCRIPTION
 EW1981
 EW1981'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1981'IN GLENDALE.
 EW1981'WIRE SPIKE, 4.9 FEET OF EAST CURB LINE VORAUGO ROAD, 37.7 FEET
 EW1981'NORTH OF BOX CULVERT CURB, RETURN NORTH OF CHEVY CHASE DRIVE, NORTH-
 EW1981'EAST OF THE CORNER CATCH BASIN.
 EW1981
 EW1981                          STATION RECOVERY (1976)
 EW1981
 EW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1981'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1981'FOOTHILL BOULEVARD AT LA CANADA, THENCE 3.6 MILES SOUTH ALONG VERDUGO
 EW1981'ROAD, AT THE INTERSECTION OF VERDUGO ROAD AND CHEVY CHASE DRIVE, A
 EW1981'WIRE SPIKE IN TOP OF THE NORTHEAST CORNER OF A CATCH BASIN AT THE
 EW1981'NORTHEAST CORNER OF THE INTERSECTION, 5 FT EAST OF THE EAST CURB OF
 EW1981'VERDUGO ROAD, 38.3 FT NORTH OF THE CURB RETURN NORTH OF CHEVY CHASE
 EW1981'DRIVE
 EW1981
 EW1981                          STATION RECOVERY (1978)
 EW1981
 EW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1981'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1981'FOOTHILL BOULEVARD AT LA CANADA, THENCE 3.6 MILES SOUTH ALONG VERDUGO
 EW1981'ROAD, AT THE INTERSECTION OF VERDUGO ROAD AND CHEVY CHASE DRIVE, A
 EW1981'WIRE SPIKE IN TOP OF THE NORTHEAST CORNER OF A CATCH BASIN AT THE
 EW1981'NORTHEAST CORNER OF THE INTERSECTION, 5 FT. EAST OF THE EAST CURB OF
 EW1981'VERDUGO ROAD, 38.3 FT. NORTH OF THE CURB RETURN NORTH OF CHEVY CHASE
 EW1981'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1982 ***********************************************************************
 EW1982  DESIGNATION -  09 00150 C OF LA
 EW1982  PID         -  EW1982
 EW1982  STATE/COUNTY-  CA/LOS ANGELES
 EW1982  USGS QUAD   -  PASADENA (1994)
 EW1982
 EW1982                         *CURRENT SURVEY CONTROL
 EW1982  ___________________________________________________________________
 EW1982* NAD 83(1986)-  34 09 06.     (N)    118 14 10.     (W)     SCALED    
 EW1982* NAVD 88     -       188.89   (+/-2cm)     619.7    (feet)  VERTCON   
 EW1982  ___________________________________________________________________
 EW1982  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW1982  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1982
 EW1982.The horizontal coordinates were scaled from a topographic map and have
 EW1982.an estimated accuracy of +/- 6 seconds.
 EW1982
 EW1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1982.The vertical order pertains to the NGVD 29 superseded value.
 EW1982
 EW1982.The geoid height was determined by GEOID03.
 EW1982
 EW1982;                    North         East    Units  Estimated Accuracy
 EW1982;SPC CA 5     -   572,310.    1,978,230.      MT  (+/- 180 meters Scaled)
 EW1982
 EW1982                          SUPERSEDED SURVEY CONTROL
 EW1982
 EW1982  NGVD 29 (??/??/92)  188.100  (m)          617.12   (f) ADJ UNCH    1 1
 EW1982
 EW1982.Superseded values are not recommended for survey control.
 EW1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1982.See file dsdata.txt to determine how the superseded data were derived.
 EW1982
 EW1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860796(NAD 83)
 EW1982_MARKER: S = SPIKE
 EW1982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1982_SP_SET: CATCH BASIN
 EW1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1982
 EW1982  HISTORY     - Date     Condition        Report By
 EW1982  HISTORY     - UNK      MONUMENTED       CA1980
 EW1982  HISTORY     - 1968     GOOD             CA1980
 EW1982
 EW1982                          STATION DESCRIPTION
 EW1982
 EW1982'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1982'IN GLENDALE.
 EW1982'WIRE SPIKE IN THE EAST CURB OF VERDUGO ROAD, 48 FEET NORTH OF
 EW1982'THE NORTH PROPERTY LINE OF CHEVY CHASE DRIVE, IN THE TOP OF A
 EW1982'CATCH BASIN, AT ITS SOUTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1978 ***********************************************************************
 EW1978  DESIGNATION -  09 00162 C OF LA
 EW1978  PID         -  EW1978
 EW1978  STATE/COUNTY-  CA/LOS ANGELES
 EW1978  USGS QUAD   -  PASADENA (1994)
 EW1978
 EW1978                         *CURRENT SURVEY CONTROL
 EW1978  ___________________________________________________________________
 EW1978* NAD 83(1986)-  34 09 17.     (N)    118 14 14.     (W)     SCALED    
 EW1978* NAVD 88     -       198.56   (+/-2cm)     651.4    (feet)  VERTCON   
 EW1978  ___________________________________________________________________
 EW1978  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW1978  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1978
 EW1978.The horizontal coordinates were scaled from a topographic map and have
 EW1978.an estimated accuracy of +/- 6 seconds.
 EW1978
 EW1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1978.The vertical order pertains to the NGVD 29 superseded value.
 EW1978
 EW1978.The geoid height was determined by GEOID03.
 EW1978
 EW1978;                    North         East    Units  Estimated Accuracy
 EW1978;SPC CA 5     -   572,650.    1,978,130.      MT  (+/- 180 meters Scaled)
 EW1978
 EW1978                          SUPERSEDED SURVEY CONTROL
 EW1978
 EW1978  NGVD 29 (??/??/92)  197.76   (m)          648.8    (f) COMPUTED    1 1
 EW1978
 EW1978.Superseded values are not recommended for survey control.
 EW1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1978.See file dsdata.txt to determine how the superseded data were derived.
 EW1978
 EW1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859800(NAD 83)
 EW1978_MARKER: N = NAIL
 EW1978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1978_SP_SET: CURB
 EW1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1978
 EW1978  HISTORY     - Date     Condition        Report By
 EW1978  HISTORY     - UNK      MONUMENTED       CA1980
 EW1978  HISTORY     - 1968     GOOD             CA1980
 EW1978
 EW1978                          STATION DESCRIPTION
 EW1978
 EW1978'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1978'AT GLENDALE.
 EW1978'NAIL IN LEAD IN THE EAST CURB OF VERDUGO ROAD, NEAR THE
 EW1978'PROLONGATION OF THE SOUTH CURB LINE OF MONTEREY ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1983 ***********************************************************************
 EW1983  DESIGNATION -  09 00177 C OF LA
 EW1983  PID         -  EW1983
 EW1983  STATE/COUNTY-  CA/LOS ANGELES
 EW1983  USGS QUAD   -  PASADENA (1994)
 EW1983
 EW1983                         *CURRENT SURVEY CONTROL
 EW1983  ___________________________________________________________________
 EW1983* NAD 83(1986)-  34 09 39.     (N)    118 14 10.     (W)     SCALED    
 EW1983* NAVD 88     -       210.426  (meters)     690.37   (feet)  READJUSTED
 EW1983  ___________________________________________________________________
 EW1983  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EW1983  DYNAMIC HT  -         210.200 (meters)     689.63  (feet)  COMP
 EW1983  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 EW1983  OBS GRAVITY -     979,580.2   (mgal)                       GRAV_OBS
 EW1983
 EW1983  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1983
 EW1983.The horizontal coordinates were scaled from a topographic map and have
 EW1983.an estimated accuracy of +/- 6 seconds.
 EW1983
 EW1983.The orthometric height was determined by differential leveling
 EW1983.and adjusted in February 1993.
 EW1983.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1983.distribution rate of 0.0 thru 1.0 mm/km.
 EW1983.The height was derived from older observations constrained to new
 EW1983.heights in a crustal motion area.  The height is approximate in
 EW1983.relation to other heights in its vicinity.
 EW1983
 EW1983.The geoid height was determined by GEOID03.
 EW1983
 EW1983.The dynamic height is computed by dividing the NAVD 88
 EW1983.geopotential number by the normal gravity value computed on the
 EW1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1983.degrees latitude (g = 980.6199 gals.).
 EW1983
 EW1983.The modeled gravity was interpolated from observed gravity values.
 EW1983.The observed gravity was obtained from relative gravimeter ties
 EW1983.to the IGSN71 gravity network.
 EW1983
 EW1983;                    North         East    Units  Estimated Accuracy
 EW1983;SPC CA 5     -   573,330.    1,978,230.      MT  (+/- 180 meters Scaled)
 EW1983
 EW1983                          SUPERSEDED SURVEY CONTROL
 EW1983
 EW1983  NGVD 29 (??/??/92)  209.632  (m)          687.77   (f) ADJ UNCH    1 1
 EW1983
 EW1983.Superseded values are not recommended for survey control.
 EW1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1983.See file dsdata.txt to determine how the superseded data were derived.
 EW1983
 EW1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860806(NAD 83)
 EW1983_MARKER: S = SPIKE
 EW1983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1983_SP_SET: CURB
 EW1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1983
 EW1983  HISTORY     - Date     Condition        Report By
 EW1983  HISTORY     - UNK      MONUMENTED       CA1980
 EW1983  HISTORY     - 1968     GOOD             CA1980
 EW1983  HISTORY     - 1976     GOOD             NGS
 EW1983  HISTORY     - 1978     GOOD             NGS
 EW1983
 EW1983                          STATION DESCRIPTION
 EW1983
 EW1983'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1983'IN GLENDALE.
 EW1983'WIRE SPIKE IN THE WEST CURB OF VERDUGO ROAD, 3 FEET SOUTH OF
 EW1983'THE BEGINNING OF CURB RETURN SOUTH OF GLENDALE AVENUE.
 EW1983
 EW1983                          STATION RECOVERY (1976)
 EW1983
 EW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1983'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1983'FOOTHILL BOULEVARD AT LA CANADA, THENCE 2.95 MILES SOUTH ALONG
 EW1983'VERDUGO ROAD, AT JUNCTION OF VERDUGO ROAD AND GLENDALE AVENUE, A WIRE
 EW1983'SPIKE IN TOP OF WEST CURB OF VERDUGO ROAD, 4 FT SOUTH OF CURB RETURN
 EW1983'SOUTH OF GLENDALE AVENUE.
 EW1983
 EW1983                          STATION RECOVERY (1978)
 EW1983
 EW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1985 ***********************************************************************
 EW1985  DESIGNATION -  09 00240 C OF LA
 EW1985  PID         -  EW1985
 EW1985  STATE/COUNTY-  CA/LOS ANGELES
 EW1985  USGS QUAD   -  PASADENA (1994)
 EW1985
 EW1985                         *CURRENT SURVEY CONTROL
 EW1985  ___________________________________________________________________
 EW1985* NAD 83(1986)-  34 10 29.     (N)    118 13 32.     (W)     SCALED    
 EW1985* NAVD 88     -       258.095  (meters)     846.77   (feet)  READJUSTED
 EW1985  ___________________________________________________________________
 EW1985  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EW1985  DYNAMIC HT  -         257.820 (meters)     845.86  (feet)  COMP
 EW1985  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 EW1985
 EW1985  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1985
 EW1985.The horizontal coordinates were scaled from a topographic map and have
 EW1985.an estimated accuracy of +/- 6 seconds.
 EW1985
 EW1985.The orthometric height was determined by differential leveling
 EW1985.and adjusted in February 1993.
 EW1985.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1985.distribution rate of 0.0 thru 1.0 mm/km.
 EW1985.The height was derived from older observations constrained to new
 EW1985.heights in a crustal motion area.  The height is approximate in
 EW1985.relation to other heights in its vicinity.
 EW1985
 EW1985.The geoid height was determined by GEOID03.
 EW1985
 EW1985.The dynamic height is computed by dividing the NAVD 88
 EW1985.geopotential number by the normal gravity value computed on the
 EW1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1985.degrees latitude (g = 980.6199 gals.).
 EW1985
 EW1985.The modeled gravity was interpolated from observed gravity values.
 EW1985
 EW1985;                    North         East    Units  Estimated Accuracy
 EW1985;SPC CA 5     -   574,870.    1,979,210.      MT  (+/- 180 meters Scaled)
 EW1985
 EW1985                          SUPERSEDED SURVEY CONTROL
 EW1985
 EW1985  NGVD 29 (??/??/92)  257.297  (m)          844.15   (f) ADJ UNCH    1 1
 EW1985
 EW1985.Superseded values are not recommended for survey control.
 EW1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1985.See file dsdata.txt to determine how the superseded data were derived.
 EW1985
 EW1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT870822(NAD 83)
 EW1985_MARKER: S = SPIKE
 EW1985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1985_SP_SET: CATCH BASIN
 EW1985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1985
 EW1985  HISTORY     - Date     Condition        Report By
 EW1985  HISTORY     - UNK      MONUMENTED       CA1980
 EW1985  HISTORY     - 1968     GOOD             CA1980
 EW1985  HISTORY     - 1976     GOOD             NGS
 EW1985  HISTORY     - 1978     GOOD             NGS
 EW1985
 EW1985                          STATION DESCRIPTION
 EW1985
 EW1985'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1985'AT GLENDALE.
 EW1985'WIRE SPIKE IN THE EAST CURB OF VERDUGO ROAD, 125 FEET NORTH
 EW1985'OF THE NORTH CURB LINE OF CRESTMONT COURT, IN THE TOP OF A
 EW1985'CATCH BASIN, AT ITS SOUTH END.
 EW1985
 EW1985                          STATION RECOVERY (1976)
 EW1985
 EW1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1985'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1985'FOOTHILL BOULEVARD AT LA CANADA, THENCE 1.8 MILES SOUTH ALONG VERDUGO
 EW1985'ROAD, AT THE JUNCTION OF VERDUGO ROAD AND CRESTMONT COURT EAST, A
 EW1985'WIRE SPIKE IN TOP OF THE SOUTHWEST CORNER OF A CATCH BASIN, 125 FT
 EW1985'NORTH OF THE NORTH CURB OF CRESTMONT COURT, 20 FT EAST OF THE CENTER
 EW1985'LINE OF THE ROAD.
 EW1985
 EW1985                          STATION RECOVERY (1978)
 EW1985
 EW1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1986 ***********************************************************************
 EW1986  DESIGNATION -  09 00270 C OF LA
 EW1986  PID         -  EW1986
 EW1986  STATE/COUNTY-  CA/LOS ANGELES
 EW1986  USGS QUAD   -  PASADENA (1994)
 EW1986
 EW1986                         *CURRENT SURVEY CONTROL
 EW1986  ___________________________________________________________________
 EW1986* NAD 83(1986)-  34 10 50.     (N)    118 13 34.     (W)     SCALED    
 EW1986* NAVD 88     -       273.858  (meters)     898.48   (feet)  READJUSTED
 EW1986  ___________________________________________________________________
 EW1986  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 EW1986  DYNAMIC HT  -         273.570 (meters)     897.54  (feet)  COMP
 EW1986  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 EW1986
 EW1986  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1986
 EW1986.The horizontal coordinates were scaled from a topographic map and have
 EW1986.an estimated accuracy of +/- 6 seconds.
 EW1986
 EW1986.The orthometric height was determined by differential leveling
 EW1986.and adjusted in February 1993.
 EW1986.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1986.distribution rate of 0.0 thru 1.0 mm/km.
 EW1986.The height was derived from older observations constrained to new
 EW1986.heights in a crustal motion area.  The height is approximate in
 EW1986.relation to other heights in its vicinity.
 EW1986
 EW1986.The geoid height was determined by GEOID03.
 EW1986
 EW1986.The dynamic height is computed by dividing the NAVD 88
 EW1986.geopotential number by the normal gravity value computed on the
 EW1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1986.degrees latitude (g = 980.6199 gals.).
 EW1986
 EW1986.The modeled gravity was interpolated from observed gravity values.
 EW1986
 EW1986;                    North         East    Units  Estimated Accuracy
 EW1986;SPC CA 5     -   575,510.    1,979,160.      MT  (+/- 180 meters Scaled)
 EW1986
 EW1986                          SUPERSEDED SURVEY CONTROL
 EW1986
 EW1986  NGVD 29 (??/??/92)  273.059  (m)          895.86   (f) ADJ UNCH    1 1
 EW1986
 EW1986.Superseded values are not recommended for survey control.
 EW1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1986.See file dsdata.txt to determine how the superseded data were derived.
 EW1986
 EW1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT870828(NAD 83)
 EW1986_MARKER: S = SPIKE
 EW1986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1986_SP_SET: ABUTMENT
 EW1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1986
 EW1986  HISTORY     - Date     Condition        Report By
 EW1986  HISTORY     - UNK      MONUMENTED       CA1980
 EW1986  HISTORY     - 1968     GOOD             CA1980
 EW1986  HISTORY     - 1976     GOOD             NGS
 EW1986  HISTORY     - 1978     GOOD             NGS
 EW1986
 EW1986                          STATION DESCRIPTION
 EW1986
 EW1986'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1986'AT GLENDALE.
 EW1986'WIRE SPIKE IN THE TOP OF THE EAST ABUTMENT, AT THE SOUTH END,
 EW1986'OF BRIDGE ON OPECHEE WAY, 7 FEET SOUTH OF THE SOUTH CURB LINE,
 EW1986'111 FEET WEST OF THE PROLONGATION OF THE WEST CURB LINE OF
 EW1986'VERDUGO ROAD.
 EW1986
 EW1986                          STATION RECOVERY (1976)
 EW1986
 EW1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1986'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1986'FOOTHILL BOULEVARD AT LA CANADA, THENCE 1.4 MILES SOUTH ALONG VERDUGO
 EW1986'ROAD, AT THE JUNCTION OF VERDUGO ROAD AND OPECHEE WAY WEST, 109 FT
 EW1986'WEST OF THE WEST CURB LINE OF VERDUGO ROAD, IN TOP OF THE SOUTH END OF
 EW1986'THE EAST CONCRETE ABUTMENT OF BRIDGE B 3110, 7 FT SOUTH OF THE SOUTH
 EW1986'CURB OF OPECHEE WAY, 1 FT NORTH OF POWER POLE 11764A WITH DOUBLE
 EW1986'TRANSFORMERS, A WIRE SPIKE IN CONCRETE
 EW1986
 EW1986                          STATION RECOVERY (1978)
 EW1986
 EW1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1987 ***********************************************************************
 EW1987  DESIGNATION -  09 00298 C OF LA
 EW1987  PID         -  EW1987
 EW1987  STATE/COUNTY-  CA/LOS ANGELES
 EW1987  USGS QUAD   -  PASADENA (1994)
 EW1987
 EW1987                         *CURRENT SURVEY CONTROL
 EW1987  ___________________________________________________________________
 EW1987* NAD 83(1986)-  34 11 06.     (N)    118 13 35.     (W)     SCALED    
 EW1987* NAVD 88     -       294.54   (+/-2cm)     966.3    (feet)  VERTCON   
 EW1987  ___________________________________________________________________
 EW1987  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 EW1987  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1987
 EW1987.The horizontal coordinates were scaled from a topographic map and have
 EW1987.an estimated accuracy of +/- 6 seconds.
 EW1987
 EW1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1987.The vertical order pertains to the NGVD 29 superseded value.
 EW1987
 EW1987.The geoid height was determined by GEOID03.
 EW1987
 EW1987;                    North         East    Units  Estimated Accuracy
 EW1987;SPC CA 5     -   576,010.    1,979,130.      MT  (+/- 180 meters Scaled)
 EW1987
 EW1987                          SUPERSEDED SURVEY CONTROL
 EW1987
 EW1987  NGVD 29 (??/??/92)  293.74   (m)          963.7    (f) COMPUTED    1 1
 EW1987
 EW1987.Superseded values are not recommended for survey control.
 EW1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1987.See file dsdata.txt to determine how the superseded data were derived.
 EW1987
 EW1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869833(NAD 83)
 EW1987_MARKER: DD = SURVEY DISK
 EW1987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1987_SP_SET: CURB
 EW1987_STAMPING: 09-00298 1968
 EW1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1987
 EW1987  HISTORY     - Date     Condition        Report By
 EW1987  HISTORY     - 1968     MONUMENTED       CA1980
 EW1987  HISTORY     - 1969     GOOD             CA1980
 EW1987
 EW1987                          STATION DESCRIPTION
 EW1987
 EW1987'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1987'IN GLENDALE.
 EW1987'CITY OF LOS ANGELES PRECISE BENCH MARK BRONZE DISC IN EAST
 EW1987'CURB OF VERDUGO ROAD, AT THE BEGINNING OF CURB RETURN SOUTH OF
 EW1987'LOS ENCINOS AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1988 ***********************************************************************
 EW1988  DESIGNATION -  09 00330 C OF LA
 EW1988  PID         -  EW1988
 EW1988  STATE/COUNTY-  CA/LOS ANGELES
 EW1988  USGS QUAD   -  PASADENA (1994)
 EW1988
 EW1988                         *CURRENT SURVEY CONTROL
 EW1988  ___________________________________________________________________
 EW1988* NAD 83(1986)-  34 11 28.     (N)    118 13 41.     (W)     SCALED    
 EW1988* NAVD 88     -       307.521  (meters)    1008.93   (feet)  READJUSTED
 EW1988  ___________________________________________________________________
 EW1988  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EW1988  DYNAMIC HT  -         307.190 (meters)    1007.84  (feet)  COMP
 EW1988  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 EW1988
 EW1988  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1988
 EW1988.The horizontal coordinates were scaled from a topographic map and have
 EW1988.an estimated accuracy of +/- 6 seconds.
 EW1988
 EW1988.The orthometric height was determined by differential leveling
 EW1988.and adjusted in February 1993.
 EW1988.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1988.distribution rate of 0.0 thru 1.0 mm/km.
 EW1988.The height was derived from older observations constrained to new
 EW1988.heights in a crustal motion area.  The height is approximate in
 EW1988.relation to other heights in its vicinity.
 EW1988
 EW1988.The geoid height was determined by GEOID03.
 EW1988
 EW1988.The dynamic height is computed by dividing the NAVD 88
 EW1988.geopotential number by the normal gravity value computed on the
 EW1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1988.degrees latitude (g = 980.6199 gals.).
 EW1988
 EW1988.The modeled gravity was interpolated from observed gravity values.
 EW1988
 EW1988;                    North         East    Units  Estimated Accuracy
 EW1988;SPC CA 5     -   576,690.    1,978,980.      MT  (+/- 180 meters Scaled)
 EW1988
 EW1988                          SUPERSEDED SURVEY CONTROL
 EW1988
 EW1988  NGVD 29 (??/??/92)  306.718  (m)         1006.29   (f) ADJ UNCH    1 1
 EW1988
 EW1988.Superseded values are not recommended for survey control.
 EW1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1988.See file dsdata.txt to determine how the superseded data were derived.
 EW1988
 EW1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868840(NAD 83)
 EW1988_MARKER: Z = SEE DESCRIPTION
 EW1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1988+STABILITY: SURFACE MOTION
 EW1988
 EW1988  HISTORY     - Date     Condition        Report By
 EW1988  HISTORY     - UNK      MONUMENTED       CA1980
 EW1988  HISTORY     - 1968     GOOD             CA1980
 EW1988  HISTORY     - 1976     GOOD             NGS
 EW1988  HISTORY     - 1978     GOOD             NGS
 EW1988
 EW1988                          STATION DESCRIPTION
 EW1988
 EW1988'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1988'IN GLENDALE.
 EW1988'COPPER TACK IN LEAD, IN THE TOP OF A CONCRETE POST, INTEGRAL
 EW1988'WITH THE WEST RAIL, AND OVER THE NORTH ABUTMENT OF A BRIDGE
 EW1988'IN CANADA BOULEVARD OVER THE VERDUGO CANYON WASH, ABOUT 319 FEET
 EW1988'SOUTHERLY FROM THE NORTHERLY INTERSECTION OF VERDUGO ROAD AND
 EW1988'CANADA BOULEVARD.
 EW1988
 EW1988                          STATION RECOVERY (1976)
 EW1988
 EW1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1988'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1988'FOOTHILL BOULEVARD AT LA CANADA, THENCE 0.55 MILE SOUTHEAST ALONG
 EW1988'VERDUGO ROAD, THENCE 0.1 MILE SOUTH ALONG CANADA BOULEVARD, IN TOP OF
 EW1988'THE NORTHWEST CONCRETE CORNER RAIL POST OF THE NORTHEAST END OF THE
 EW1988'BRIDGE, 6 FT NORTHWEST OF THE NORTHWEST CURB OF CANADA BOULEVARD, A
 EW1988'LEAD SQUARE WITH A TACK IN THE CENTER
 EW1988
 EW1988                          STATION RECOVERY (1978)
 EW1988
 EW1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1989 ***********************************************************************
 EW1989  DESIGNATION -  09 00333 C OF LA
 EW1989  PID         -  EW1989
 EW1989  STATE/COUNTY-  CA/LOS ANGELES
 EW1989  USGS QUAD   -  PASADENA (1994)
 EW1989
 EW1989                         *CURRENT SURVEY CONTROL
 EW1989  ___________________________________________________________________
 EW1989* NAD 83(1986)-  34 11 33.     (N)    118 13 39.     (W)     SCALED    
 EW1989* NAVD 88     -       310.764  (meters)    1019.56   (feet)  READJUSTED
 EW1989  ___________________________________________________________________
 EW1989  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EW1989  DYNAMIC HT  -         310.430 (meters)    1018.47  (feet)  COMP
 EW1989  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 EW1989
 EW1989  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1989
 EW1989.The horizontal coordinates were scaled from a topographic map and have
 EW1989.an estimated accuracy of +/- 6 seconds.
 EW1989
 EW1989.The orthometric height was determined by differential leveling
 EW1989.and adjusted in February 1993.
 EW1989.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1989.distribution rate of 0.0 thru 1.0 mm/km.
 EW1989.The height was derived from older observations constrained to new
 EW1989.heights in a crustal motion area.  The height is approximate in
 EW1989.relation to other heights in its vicinity.
 EW1989
 EW1989.The geoid height was determined by GEOID03.
 EW1989
 EW1989.The dynamic height is computed by dividing the NAVD 88
 EW1989.geopotential number by the normal gravity value computed on the
 EW1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1989.degrees latitude (g = 980.6199 gals.).
 EW1989
 EW1989.The modeled gravity was interpolated from observed gravity values.
 EW1989
 EW1989;                    North         East    Units  Estimated Accuracy
 EW1989;SPC CA 5     -   576,840.    1,979,030.      MT  (+/- 180 meters Scaled)
 EW1989
 EW1989                          SUPERSEDED SURVEY CONTROL
 EW1989
 EW1989  NGVD 29 (??/??/92)  309.960  (m)         1016.93   (f) ADJ UNCH    1 1
 EW1989
 EW1989.Superseded values are not recommended for survey control.
 EW1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1989.See file dsdata.txt to determine how the superseded data were derived.
 EW1989
 EW1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868841(NAD 83)
 EW1989_MARKER: Z = SEE DESCRIPTION
 EW1989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1989_SP_SET: CURB
 EW1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1989
 EW1989  HISTORY     - Date     Condition        Report By
 EW1989  HISTORY     - UNK      MONUMENTED       CA1980
 EW1989  HISTORY     - 1968     GOOD             CA1980
 EW1989  HISTORY     - 1976     GOOD             NGS
 EW1989  HISTORY     - 1978     GOOD             NGS
 EW1989
 EW1989                          STATION DESCRIPTION
 EW1989
 EW1989'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1989'IN GLENDALE.
 EW1989'RAMSET STUD IN THE EAST CURB OF VERDUGO ROAD, 31 FEET NORTH OF
 EW1989'THE BEGINNING OF CURB RETURN NORTH OF MENLO DRIVE.
 EW1989
 EW1989                          STATION RECOVERY (1976)
 EW1989
 EW1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1989'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1989'FOOTHILL BOULEVARD AT LA CANADA, THENCE 0.55 MILE SOUTHEAST ALONG
 EW1989'VERDUGO ROAD, AT JUNCTION OF VERDUGO ROAD AND CANADA BOULEVARD AND
 EW1989'MENLO DRIVE, A POWER STUD RIVET IN TOP OF THE NORTHEAST CURB OF
 EW1989'VERDUGO ROAD, 30.8 FT NORTHWEST OF THE NORTHWEST END OF THE CURB
 EW1989'RETURN OF MENLO DRIVE, 13.8 FT SOUTHEAST OF POWER POLE WITH UNDER
 EW1989'GROUND LINE.
 EW1989
 EW1989                          STATION RECOVERY (1978)
 EW1989
 EW1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1990 ***********************************************************************
 EW1990  DESIGNATION -  09 00361 C OF LA
 EW1990  PID         -  EW1990
 EW1990  STATE/COUNTY-  CA/LOS ANGELES
 EW1990  USGS QUAD   -  PASADENA (1994)
 EW1990
 EW1990                         *CURRENT SURVEY CONTROL
 EW1990  ___________________________________________________________________
 EW1990* NAD 83(1986)-  34 11 48.     (N)    118 13 45.     (W)     SCALED    
 EW1990* NAVD 88     -       327.707  (meters)    1075.15   (feet)  READJUSTED
 EW1990  ___________________________________________________________________
 EW1990  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EW1990  DYNAMIC HT  -         327.350 (meters)    1073.98  (feet)  COMP
 EW1990  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 EW1990
 EW1990  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1990
 EW1990.The horizontal coordinates were scaled from a topographic map and have
 EW1990.an estimated accuracy of +/- 6 seconds.
 EW1990
 EW1990.The orthometric height was determined by differential leveling
 EW1990.and adjusted in February 1993.
 EW1990.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1990.distribution rate of 0.0 thru 1.0 mm/km.
 EW1990.The height was derived from older observations constrained to new
 EW1990.heights in a crustal motion area.  The height is approximate in
 EW1990.relation to other heights in its vicinity.
 EW1990
 EW1990.The geoid height was determined by GEOID03.
 EW1990
 EW1990.The dynamic height is computed by dividing the NAVD 88
 EW1990.geopotential number by the normal gravity value computed on the
 EW1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1990.degrees latitude (g = 980.6199 gals.).
 EW1990
 EW1990.The modeled gravity was interpolated from observed gravity values.
 EW1990
 EW1990;                    North         East    Units  Estimated Accuracy
 EW1990;SPC CA 5     -   577,300.    1,978,880.      MT  (+/- 180 meters Scaled)
 EW1990
 EW1990                          SUPERSEDED SURVEY CONTROL
 EW1990
 EW1990  NGVD 29 (??/??/92)  326.901  (m)         1072.51   (f) ADJ UNCH    1 1
 EW1990
 EW1990.Superseded values are not recommended for survey control.
 EW1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1990.See file dsdata.txt to determine how the superseded data were derived.
 EW1990
 EW1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT867846(NAD 83)
 EW1990_MARKER: S = SPIKE
 EW1990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1990_SP_SET: CATCH BASIN
 EW1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1990
 EW1990  HISTORY     - Date     Condition        Report By
 EW1990  HISTORY     - UNK      MONUMENTED       CA1980
 EW1990  HISTORY     - 1968     GOOD             CA1980
 EW1990  HISTORY     - 1976     GOOD             NGS
 EW1990  HISTORY     - 1978     GOOD             NGS
 EW1990
 EW1990                          STATION DESCRIPTION
 EW1990
 EW1990'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1990'IN GLENDALE.
 EW1990'WIRE SPIKE, 4 FEET EAST OF THE EAST CURB LINE OF VERDUGO ROAD,
 EW1990'40 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF CASTERA
 EW1990'AVENUE (SOUTHERLY INTERSECTION), IN THE TOP OF A CATCH BASIN,
 EW1990'AT ITS NORTHEAST CORNER.
 EW1990
 EW1990                          STATION RECOVERY (1976)
 EW1990
 EW1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1990'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1990'FOOTHILL BOULEVARD AT LA CANADA, THENCE 0.25 MILE SOUTH ALONG VERDUGO
 EW1990'ROAD, AT THE JUNCTION OF VERDUGO ROAD AND LA CRESCENTA AVENUE AND
 EW1990'CASTARA AVENUE, A WIRE SPIKE SET IN TOP OF THE NORTHEAST CORNER OF A
 EW1990'CONCRETE DRAINAGE STRUCTURE, 36.9 FT NORTH OF THE NORTH CURB RETURN OF
 EW1990'CASTARA AVENUE, 32.8 FT NORTH OF POWER POLE 28896A, 4 FT EAST OF THE
 EW1990'EAST CURB OF VERDUGO ROAD.
 EW1990
 EW1990                          STATION RECOVERY (1978)
 EW1990
 EW1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1991 ***********************************************************************
 EW1991  DESIGNATION -  09 00380 C OF LA
 EW1991  PID         -  EW1991
 EW1991  STATE/COUNTY-  CA/LOS ANGELES
 EW1991  USGS QUAD   -  PASADENA (1994)
 EW1991
 EW1991                         *CURRENT SURVEY CONTROL
 EW1991  ___________________________________________________________________
 EW1991* NAD 83(1986)-  34 12 00.     (N)    118 13 43.     (W)     SCALED    
 EW1991* NAVD 88     -       343.714  (meters)    1127.67   (feet)  READJUSTED
 EW1991  ___________________________________________________________________
 EW1991  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EW1991  DYNAMIC HT  -         343.340 (meters)    1126.44  (feet)  COMP
 EW1991  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 EW1991
 EW1991  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1991
 EW1991.The horizontal coordinates were scaled from a topographic map and have
 EW1991.an estimated accuracy of +/- 6 seconds.
 EW1991
 EW1991.The orthometric height was determined by differential leveling
 EW1991.and adjusted in February 1993.
 EW1991.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1991.distribution rate of 0.0 thru 1.0 mm/km.
 EW1991.The height was derived from older observations constrained to new
 EW1991.heights in a crustal motion area.  The height is approximate in
 EW1991.relation to other heights in its vicinity.
 EW1991
 EW1991.The geoid height was determined by GEOID03.
 EW1991
 EW1991.The dynamic height is computed by dividing the NAVD 88
 EW1991.geopotential number by the normal gravity value computed on the
 EW1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1991.degrees latitude (g = 980.6199 gals.).
 EW1991
 EW1991.The modeled gravity was interpolated from observed gravity values.
 EW1991
 EW1991;                    North         East    Units  Estimated Accuracy
 EW1991;SPC CA 5     -   577,670.    1,978,930.      MT  (+/- 180 meters Scaled)
 EW1991
 EW1991                          SUPERSEDED SURVEY CONTROL
 EW1991
 EW1991  NGVD 29 (??/??/92)  342.907  (m)         1125.02   (f) ADJ UNCH    1 1
 EW1991
 EW1991.Superseded values are not recommended for survey control.
 EW1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1991.See file dsdata.txt to determine how the superseded data were derived.
 EW1991
 EW1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868850(NAD 83)
 EW1991_MARKER: S = SPIKE
 EW1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1991_SP_SET: CURB
 EW1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1991
 EW1991  HISTORY     - Date     Condition        Report By
 EW1991  HISTORY     - UNK      MONUMENTED       CA1980
 EW1991  HISTORY     - 1968     GOOD             CA1980
 EW1991  HISTORY     - 1976     GOOD             NGS
 EW1991  HISTORY     - 1978     GOOD             NGS
 EW1991
 EW1991                          STATION DESCRIPTION
 EW1991
 EW1991'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1991'IN GLENDALE.
 EW1991'WIRE SPIKE IN THE WEST CURB OF OCEAN VIEW BOULEVARD, 29 FEET
 EW1991'NORTH OF THE NORTH CURB LINE OF ARLINGTON AVENUE.
 EW1991
 EW1991                          STATION RECOVERY (1976)
 EW1991
 EW1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1991'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1991'FOOTHILL BOULEVARD AT LA CANADA, AT THE INTERSECTION OF OCEAN VIEW
 EW1991'BOULEVARD AND VERDUGO RD AND ARLINGTON AVENUE, A WIRE SPIKE IN TOP OF
 EW1991'THE WEST CURB OF OCEAN VIEW BOULEVARD, 29 FT NORTH OF THE NORTH CURB
 EW1991'OF ARLINGTON AVENUE, 2.2 FT EAST OF A LIGHT POLE
 EW1991
 EW1991                          STATION RECOVERY (1978)
 EW1991
 EW1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1992 ***********************************************************************
 EW1992  DESIGNATION -  09 00400 C OF LA
 EW1992  PID         -  EW1992
 EW1992  STATE/COUNTY-  CA/LOS ANGELES
 EW1992  USGS QUAD   -  PASADENA (1994)
 EW1992
 EW1992                         *CURRENT SURVEY CONTROL
 EW1992  ___________________________________________________________________
 EW1992* NAD 83(1986)-  34 12 09.     (N)    118 13 41.     (W)     SCALED    
 EW1992* NAVD 88     -       357.216  (meters)    1171.97   (feet)  READJUSTED
 EW1992  ___________________________________________________________________
 EW1992  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EW1992  DYNAMIC HT  -         356.830 (meters)    1170.70  (feet)  COMP
 EW1992  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 EW1992
 EW1992  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1992
 EW1992.The horizontal coordinates were scaled from a topographic map and have
 EW1992.an estimated accuracy of +/- 6 seconds.
 EW1992
 EW1992.The orthometric height was determined by differential leveling
 EW1992.and adjusted in February 1993.
 EW1992.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1992.distribution rate of 0.0 thru 1.0 mm/km.
 EW1992.The height was derived from older observations constrained to new
 EW1992.heights in a crustal motion area.  The height is approximate in
 EW1992.relation to other heights in its vicinity.
 EW1992
 EW1992.The geoid height was determined by GEOID03.
 EW1992
 EW1992.The dynamic height is computed by dividing the NAVD 88
 EW1992.geopotential number by the normal gravity value computed on the
 EW1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1992.degrees latitude (g = 980.6199 gals.).
 EW1992
 EW1992.The modeled gravity was interpolated from observed gravity values.
 EW1992
 EW1992;                    North         East    Units  Estimated Accuracy
 EW1992;SPC CA 5     -   577,950.    1,978,980.      MT  (+/- 180 meters Scaled)
 EW1992
 EW1992                          SUPERSEDED SURVEY CONTROL
 EW1992
 EW1992  NGVD 29 (??/??/92)  356.407  (m)         1169.31   (f) ADJ UNCH    1 1
 EW1992
 EW1992.Superseded values are not recommended for survey control.
 EW1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1992.See file dsdata.txt to determine how the superseded data were derived.
 EW1992
 EW1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868852(NAD 83)
 EW1992_MARKER: S = SPIKE
 EW1992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1992_SP_SET: CURB
 EW1992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1992
 EW1992  HISTORY     - Date     Condition        Report By
 EW1992  HISTORY     - UNK      MONUMENTED       CA1980
 EW1992  HISTORY     - 1968     GOOD             CA1980
 EW1992  HISTORY     - 1976     GOOD             NGS
 EW1992  HISTORY     - 1978     GOOD             NGS
 EW1992
 EW1992                          STATION DESCRIPTION
 EW1992
 EW1992'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1992'IN GLENDALE.
 EW1992'WIRE SPIKE IN THE EAST CURB OF OCEAN VIEW BOULEVARD, 4 FEET
 EW1992'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF SUNVIEW DRIVE.
 EW1992
 EW1992                          STATION RECOVERY (1976)
 EW1992
 EW1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1992'1.0 MILE SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1992'FOOTHILL BOULEVARD AT LA CANADA, AT THE THE INTERSECTION OF OCEAN VIEW
 EW1992'AND SUNVIEW DRIVE, A WIRE SPIKE IN THE EAST CURB OF OCEAN VIEW
 EW1992'BOULEVARD, 4 FT SOUTH OF CURB RETURN AT SOUTHEAST CORNER OF THE
 EW1992'INTERSECTION.
 EW1992
 EW1992                          STATION RECOVERY (1978)
 EW1992
 EW1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2006 ***********************************************************************
 EW2006  DESIGNATION -  09 00445 C OF LA
 EW2006  PID         -  EW2006
 EW2006  STATE/COUNTY-  CA/LOS ANGELES
 EW2006  USGS QUAD   -  PASADENA (1994)
 EW2006
 EW2006                         *CURRENT SURVEY CONTROL
 EW2006  ___________________________________________________________________
 EW2006* NAD 83(1986)-  34 12 41.     (N)    118 13 40.     (W)     SCALED    
 EW2006* NAVD 88     -       413.97   (+/-2cm)    1358.2    (feet)  VERTCON   
 EW2006  ___________________________________________________________________
 EW2006  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW2006  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2006
 EW2006.The horizontal coordinates were scaled from a topographic map and have
 EW2006.an estimated accuracy of +/- 6 seconds.
 EW2006
 EW2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2006.The vertical order pertains to the NGVD 29 superseded value.
 EW2006
 EW2006.The geoid height was determined by GEOID03.
 EW2006
 EW2006;                    North         East    Units  Estimated Accuracy
 EW2006;SPC CA 5     -   578,940.    1,979,010.      MT  (+/- 180 meters Scaled)
 EW2006
 EW2006                          SUPERSEDED SURVEY CONTROL
 EW2006
 EW2006  NGVD 29 (??/??/92)  413.15   (m)         1355.5    (f) COMPUTED    1 1
 EW2006
 EW2006.Superseded values are not recommended for survey control.
 EW2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2006.See file dsdata.txt to determine how the superseded data were derived.
 EW2006
 EW2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868862(NAD 83)
 EW2006_MARKER: S = SPIKE
 EW2006_SETTING: 0 = UNSPECIFIED SETTING
 EW2006_STAMPING: 09-00445
 EW2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2006
 EW2006  HISTORY     - Date     Condition        Report By
 EW2006  HISTORY     - UNK      MONUMENTED       RBNF
 EW2006
 EW2006                          STATION DESCRIPTION
 EW2006
 EW2006'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW2006'IN GLENDALE.
 EW2006'WILRE SPIKE IN EAST CURB VIEW BLVD., 3 FEET SOUTH OF THE BOX CULVERT
 EW2006'CURB, RETURN SOUTH OF EASTBOUND ON RAMP TO FOOTHILL FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6954 ***********************************************************************
 EW6954  DESIGNATION -  09 00445 X C OF LA
 EW6954  PID         -  EW6954
 EW6954  STATE/COUNTY-  CA/LOS ANGELES
 EW6954  USGS QUAD   -  PASADENA (1994)
 EW6954
 EW6954                         *CURRENT SURVEY CONTROL
 EW6954  ___________________________________________________________________
 EW6954* NAD 83(1986)-  34 12 39.     (N)    118 13 41.     (W)     SCALED    
 EW6954* NAVD 88     -       414.927  (meters)    1361.31   (feet)  READJUSTED
 EW6954  ___________________________________________________________________
 EW6954  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 EW6954  DYNAMIC HT  -         414.470 (meters)    1359.81  (feet)  COMP
 EW6954  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 EW6954
 EW6954  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6954
 EW6954.The horizontal coordinates were scaled from a topographic map and have
 EW6954.an estimated accuracy of +/- 6 seconds.
 EW6954
 EW6954.The orthometric height was determined by differential leveling
 EW6954.and adjusted in February 1993.
 EW6954.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6954.distribution rate of 0.0 thru 1.0 mm/km.
 EW6954.The height was derived from older observations constrained to new
 EW6954.heights in a crustal motion area.  The height is approximate in
 EW6954.relation to other heights in its vicinity.
 EW6954
 EW6954.The geoid height was determined by GEOID03.
 EW6954
 EW6954.The dynamic height is computed by dividing the NAVD 88
 EW6954.geopotential number by the normal gravity value computed on the
 EW6954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6954.degrees latitude (g = 980.6199 gals.).
 EW6954
 EW6954.The modeled gravity was interpolated from observed gravity values.
 EW6954
 EW6954;                    North         East    Units  Estimated Accuracy
 EW6954;SPC CA 5     -   578,870.    1,978,980.      MT  (+/- 180 meters Scaled)
 EW6954
 EW6954                          SUPERSEDED SURVEY CONTROL
 EW6954
 EW6954  NGVD 29 (??/??/92)  414.114  (m)         1358.64   (f) ADJ UNCH    1 1
 EW6954
 EW6954.Superseded values are not recommended for survey control.
 EW6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6954.See file dsdata.txt to determine how the superseded data were derived.
 EW6954
 EW6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868862(NAD 83)
 EW6954_MARKER: N = NAIL
 EW6954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6954_SP_SET: CURB
 EW6954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6954
 EW6954  HISTORY     - Date     Condition        Report By
 EW6954  HISTORY     - UNK      MONUMENTED       CA1980
 EW6954  HISTORY     - 1978     GOOD             NGS
 EW6954
 EW6954                          STATION DESCRIPTION
 EW6954
 EW6954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6954'0.45 MI SOUTH FROM LA CANADA.
 EW6954'0.45 MILE SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW6954'FOOTHILL BOULEVARD AT LA CANADA, A NAIL IN LEAD SET IN TOP OF THE WEST
 EW6954'CURB OF OCEAN VIEW BOULEVARD, 13 FT. NORTH OF THE SOUTH END OF THE
 EW6954'CURB RETURN, 3 FT. NORTHEAST OF A TRAFFIC SIGNAL LIGHT, 28 FT. SOUTH
 EW6954'OF THE CENTER LINE OF THE EAST BOUND OFF RAMP OF INTERSECTION 210.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1994 ***********************************************************************
 EW1994  DESIGNATION -  09 00450 C OF LA
 EW1994  PID         -  EW1994
 EW1994  STATE/COUNTY-  CA/LOS ANGELES
 EW1994  USGS QUAD   -  PASADENA (1994)
 EW1994
 EW1994                         *CURRENT SURVEY CONTROL
 EW1994  ___________________________________________________________________
 EW1994* NAD 83(1986)-  34 12 40.     (N)    118 13 40.     (W)     SCALED    
 EW1994* NAVD 88     -       415.01   (+/-2cm)    1361.6    (feet)  VERTCON   
 EW1994  ___________________________________________________________________
 EW1994  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW1994  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1994
 EW1994.The horizontal coordinates were scaled from a topographic map and have
 EW1994.an estimated accuracy of +/- 6 seconds.
 EW1994
 EW1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1994.The vertical order pertains to the NGVD 29 superseded value.
 EW1994
 EW1994.The geoid height was determined by GEOID03.
 EW1994
 EW1994;                    North         East    Units  Estimated Accuracy
 EW1994;SPC CA 5     -   578,900.    1,979,010.      MT  (+/- 180 meters Scaled)
 EW1994
 EW1994                          SUPERSEDED SURVEY CONTROL
 EW1994
 EW1994  NGVD 29 (??/??/92)  414.196  (m)         1358.91   (f) ADJ UNCH    1 1
 EW1994
 EW1994.Superseded values are not recommended for survey control.
 EW1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1994.See file dsdata.txt to determine how the superseded data were derived.
 EW1994
 EW1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868862(NAD 83)
 EW1994_MARKER: S = SPIKE
 EW1994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1994_SP_SET: CURB
 EW1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1994
 EW1994  HISTORY     - Date     Condition        Report By
 EW1994  HISTORY     - UNK      MONUMENTED       CA1980
 EW1994  HISTORY     - 1968     GOOD             CA1980
 EW1994
 EW1994                          STATION DESCRIPTION
 EW1994
 EW1994'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1994'IN MONTROSE.
 EW1994'SQUARE SPIKE IN THE EAST CURB OF OCEAN VIEW BOULEVARD, 7 FEET
 EW1994'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF DEL MAR ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1995 ***********************************************************************
 EW1995  DESIGNATION -  09 00480 C OF LA
 EW1995  PID         -  EW1995
 EW1995  STATE/COUNTY-  CA/LOS ANGELES
 EW1995  USGS QUAD   -  PASADENA (1994)
 EW1995
 EW1995                         *CURRENT SURVEY CONTROL
 EW1995  ___________________________________________________________________
 EW1995* NAD 83(1986)-  34 12 51.     (N)    118 13 40.     (W)     SCALED    
 EW1995* NAVD 88     -       434.61   (+/-2cm)    1425.9    (feet)  VERTCON   
 EW1995  ___________________________________________________________________
 EW1995  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW1995  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1995
 EW1995.The horizontal coordinates were scaled from a topographic map and have
 EW1995.an estimated accuracy of +/- 6 seconds.
 EW1995
 EW1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1995.The vertical order pertains to the NGVD 29 superseded value.
 EW1995
 EW1995.The geoid height was determined by GEOID03.
 EW1995
 EW1995;                    North         East    Units  Estimated Accuracy
 EW1995;SPC CA 5     -   579,240.    1,979,010.      MT  (+/- 180 meters Scaled)
 EW1995
 EW1995                          SUPERSEDED SURVEY CONTROL
 EW1995
 EW1995  NGVD 29 (??/??/92)  433.79   (m)         1423.2    (f) COMPUTED    1 1
 EW1995
 EW1995.Superseded values are not recommended for survey control.
 EW1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1995.See file dsdata.txt to determine how the superseded data were derived.
 EW1995
 EW1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869865(NAD 83)
 EW1995_MARKER: N = NAIL
 EW1995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1995_SP_SET: HEADWALL
 EW1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1995
 EW1995  HISTORY     - Date     Condition        Report By
 EW1995  HISTORY     - UNK      MONUMENTED       CA-037
 EW1995  HISTORY     - 1968     GOOD             CA-037
 EW1995
 EW1995                          STATION DESCRIPTION
 EW1995
 EW1995'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1995'IN MONTROSE.
 EW1995'COPPER NAIL IN LEAD IN TOP OF HEADWALL, AT ITS CENTER, OF FLOOD
 EW1995'CONTROL CHANNEL CULVERT, 42 FEET EAST OF THE CENTER LINE OF
 EW1995'OCEAN VIEW BOULEVARD, 100 FEET NORTH OF THE NORTH CURB LINE OF
 EW1995'LUANA LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2003 ***********************************************************************
 EW2003  DESIGNATION -  09 00509 C OF LA
 EW2003  PID         -  EW2003
 EW2003  STATE/COUNTY-  CA/LOS ANGELES
 EW2003  USGS QUAD   -  PASADENA (1994)
 EW2003
 EW2003                         *CURRENT SURVEY CONTROL
 EW2003  ___________________________________________________________________
 EW2003* NAD 83(1986)-  34 13 03.     (N)    118 13 39.     (W)     SCALED    
 EW2003* NAVD 88     -       457.513  (meters)    1501.02   (feet)  READJUSTED
 EW2003  ___________________________________________________________________
 EW2003  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EW2003  DYNAMIC HT  -         457.010 (meters)    1499.37  (feet)  COMP
 EW2003  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 EW2003
 EW2003  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2003
 EW2003.The horizontal coordinates were scaled from a topographic map and have
 EW2003.an estimated accuracy of +/- 6 seconds.
 EW2003
 EW2003.The orthometric height was determined by differential leveling
 EW2003.and adjusted in February 1993.
 EW2003.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2003.distribution rate of 0.0 thru 1.0 mm/km.
 EW2003.The height was derived from older observations constrained to new
 EW2003.heights in a crustal motion area.  The height is approximate in
 EW2003.relation to other heights in its vicinity.
 EW2003
 EW2003.The geoid height was determined by GEOID03.
 EW2003
 EW2003.The dynamic height is computed by dividing the NAVD 88
 EW2003.geopotential number by the normal gravity value computed on the
 EW2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2003.degrees latitude (g = 980.6199 gals.).
 EW2003
 EW2003.The modeled gravity was interpolated from observed gravity values.
 EW2003
 EW2003;                    North         East    Units  Estimated Accuracy
 EW2003;SPC CA 5     -   579,610.    1,979,040.      MT  (+/- 180 meters Scaled)
 EW2003
 EW2003                          SUPERSEDED SURVEY CONTROL
 EW2003
 EW2003  NGVD 29 (??/??/92)  456.695  (m)         1498.34   (f) ADJ UNCH    1 1
 EW2003
 EW2003.Superseded values are not recommended for survey control.
 EW2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2003.See file dsdata.txt to determine how the superseded data were derived.
 EW2003
 EW2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869869(NAD 83)
 EW2003_MARKER: Z = SEE DESCRIPTION
 EW2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2003_SP_SET: SIGNAL BASE
 EW2003_STAMPING: 09-00509 1968
 EW2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2003
 EW2003  HISTORY     - Date     Condition        Report By
 EW2003  HISTORY     - 1968     MONUMENTED       CA-037
 EW2003  HISTORY     - 1976     GOOD             NGS
 EW2003  HISTORY     - 1978     GOOD             NGS
 EW2003
 EW2003                          STATION DESCRIPTION
 EW2003
 EW2003'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2003'IN LA CRESCENTA.
 EW2003'CITY OF LOS ANGELES PRECISE BENCH MARK IN THE TOP OF THE CONCRETE
 EW2003'BASE, AT ITS SOUTHWEST CORNER, FOR A TRAFFIC SIGNAL AT THE
 EW2003'NORTHEAST CORNER OF THE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2003'OCEAN VIEW BOULEVARD, 12.8 FEET NORTH OF THE NORTH CURB LINE
 EW2003'OF FOOTHILL BOULEVARD, 1.8 FEET EAST OF THE EAST CURB LINE
 EW2003'OF OCEAN VIEW BOULEVARD.
 EW2003
 EW2003                          STATION RECOVERY (1976)
 EW2003
 EW2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW2003'AT THE INTERSECTION OF FOOTHILL BOULEVARD AND OCEAN VIEW BOULEVARD,
 EW2003'AT THE NORTHEAST CORNER OF THE INTERSECTION, IN TOP OF THE SOUTHWEST
 EW2003'CORNER OF CONCRETE SIGNAL BASE, 14.3 FT NORTH OF THE EXTENDED
 EW2003'LINE OF NORTH CURB OF FOOTHILL BOULEVARD, 1.5 FT EAST OF THE EAST CURB
 EW2003'OF OCEAN VIEW BOULEVARD.
 EW2003
 EW2003                          STATION RECOVERY (1978)
 EW2003
 EW2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2008 ***********************************************************************
 EW2008  DESIGNATION -  09 00540 C OF LA
 EW2008  PID         -  EW2008
 EW2008  STATE/COUNTY-  CA/LOS ANGELES
 EW2008  USGS QUAD   -  PASADENA (1994)
 EW2008
 EW2008                         *CURRENT SURVEY CONTROL
 EW2008  ___________________________________________________________________
 EW2008* NAD 83(1986)-  34 13 17.     (N)    118 14 07.     (W)     SCALED    
 EW2008* NAVD 88     -       470.008  (meters)    1542.02   (feet)  READJUSTED
 EW2008  ___________________________________________________________________
 EW2008  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EW2008  DYNAMIC HT  -         469.490 (meters)    1540.32  (feet)  COMP
 EW2008  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 EW2008
 EW2008  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2008
 EW2008.The horizontal coordinates were scaled from a topographic map and have
 EW2008.an estimated accuracy of +/- 6 seconds.
 EW2008
 EW2008.The orthometric height was determined by differential leveling
 EW2008.and adjusted in September 2004.
 EW2008.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2008.distribution rate of 0.0 thru 1.0 mm/km.
 EW2008.The height was derived from older observations constrained to new
 EW2008.heights in a crustal motion area.  The height is approximate in
 EW2008.relation to other heights in its vicinity.
 EW2008
 EW2008.The geoid height was determined by GEOID03.
 EW2008
 EW2008.The dynamic height is computed by dividing the NAVD 88
 EW2008.geopotential number by the normal gravity value computed on the
 EW2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2008.degrees latitude (g = 980.6199 gals.).
 EW2008
 EW2008.The modeled gravity was interpolated from observed gravity values.
 EW2008
 EW2008;                    North         East    Units  Estimated Accuracy
 EW2008;SPC CA 5     -   580,050.    1,978,320.      MT  (+/- 180 meters Scaled)
 EW2008
 EW2008                          SUPERSEDED SURVEY CONTROL
 EW2008
 EW2008  NGVD 29 (??/??/92)  468.926  (m)         1538.47   (f) ADJ UNCH    1 1
 EW2008
 EW2008.Superseded values are not recommended for survey control.
 EW2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2008.See file dsdata.txt to determine how the superseded data were derived.
 EW2008
 EW2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862873(NAD 83)
 EW2008_MARKER: DD = SURVEY DISK
 EW2008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2008_SP_SET: MONUMENT
 EW2008_STAMPING: COUNTY SURVEYO
 EW2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2008
 EW2008  HISTORY     - Date     Condition        Report By
 EW2008  HISTORY     - UNK      MONUMENTED       CA-037
 EW2008  HISTORY     - 1968     GOOD             CA-037
 EW2008  HISTORY     - 1971     GOOD             CA1980
 EW2008
 EW2008                          STATION DESCRIPTION
 EW2008
 EW2008'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2008'IN LA CRESCENTA.
 EW2008'BRASS DISC IN A CONCRETE MONUMENT, AT THE NORTH PROPERTY LINE
 EW2008'OF FOOTHILL BOULEVARD, 10 FEET NORTH OF THE NORTH CURB LINE, 6
 EW2008'FEET EAST OF THE PROLONGATION OF THE EAST BUILDING LINE OF THE
 EW2008'ABANDONED STONE STRUCTURE (FORMERLY A COUNTY FIRE STATION)
 EW2008'AT 2541 FOOTHILL BOULEVARD, 1 FOOT NORTH OF A LOW STONE WALL.
 EW2008
 EW2008                          STATION RECOVERY (1971)
 EW2008
 EW2008'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2009 ***********************************************************************
 EW2009  DESIGNATION -  09 00557 C OF LA
 EW2009  PID         -  EW2009
 EW2009  STATE/COUNTY-  CA/LOS ANGELES
 EW2009  USGS QUAD   -  PASADENA (1994)
 EW2009
 EW2009                         *CURRENT SURVEY CONTROL
 EW2009  ___________________________________________________________________
 EW2009* NAD 83(1986)-  34 13 21.     (N)    118 14 14.     (W)     SCALED    
 EW2009* NAVD 88     -       476.460  (meters)    1563.19   (feet)  READJUSTED
 EW2009  ___________________________________________________________________
 EW2009  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EW2009  DYNAMIC HT  -         475.930 (meters)    1561.45  (feet)  COMP
 EW2009  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 EW2009
 EW2009  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2009
 EW2009.The horizontal coordinates were scaled from a topographic map and have
 EW2009.an estimated accuracy of +/- 6 seconds.
 EW2009
 EW2009.The orthometric height was determined by differential leveling
 EW2009.and adjusted in September 2004.
 EW2009.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2009.distribution rate of 1.1 thru 2.0 mm/km.
 EW2009.The height was derived from older observations constrained to new
 EW2009.heights in a crustal motion area.  The height is approximate in
 EW2009.relation to other heights in its vicinity.
 EW2009
 EW2009.The geoid height was determined by GEOID03.
 EW2009
 EW2009.The dynamic height is computed by dividing the NAVD 88
 EW2009.geopotential number by the normal gravity value computed on the
 EW2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2009.degrees latitude (g = 980.6199 gals.).
 EW2009
 EW2009.The modeled gravity was interpolated from observed gravity values.
 EW2009
 EW2009;                    North         East    Units  Estimated Accuracy
 EW2009;SPC CA 5     -   580,170.    1,978,140.      MT  (+/- 180 meters Scaled)
 EW2009
 EW2009                          SUPERSEDED SURVEY CONTROL
 EW2009
 EW2009  NGVD 29 (??/??/92)  475.379  (m)         1559.64   (f) ADJ UNCH    1 1
 EW2009
 EW2009.Superseded values are not recommended for survey control.
 EW2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2009.See file dsdata.txt to determine how the superseded data were derived.
 EW2009
 EW2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860875(NAD 83)
 EW2009_MARKER: DD = SURVEY DISK
 EW2009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2009_SP_SET: CURB
 EW2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2009
 EW2009  HISTORY     - Date     Condition        Report By
 EW2009  HISTORY     - UNK      MONUMENTED       CADH
 EW2009  HISTORY     - 1968     GOOD             CADH
 EW2009  HISTORY     - 1971     GOOD             CA1980
 EW2009
 EW2009                          STATION DESCRIPTION
 EW2009
 EW2009'DESCRIBED BY CA DIV OF HIGHWAYS 1968
 EW2009'IN LA CRESCENTA.
 EW2009'STATE OF CALIFORNIA BENCH MARK DISC IN THE NORTH CURB OF FOOTHILL
 EW2009'BOULEVARD, AT THE BEGINNING OF CURB RETURN WEST OF RAYMOND
 EW2009'AVENUE.
 EW2009
 EW2009                          STATION RECOVERY (1971)
 EW2009
 EW2009'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2010 ***********************************************************************
 EW2010  DESIGNATION -  09 00570 C OF LA
 EW2010  PID         -  EW2010
 EW2010  STATE/COUNTY-  CA/LOS ANGELES
 EW2010  USGS QUAD   -  PASADENA (1994)
 EW2010
 EW2010                         *CURRENT SURVEY CONTROL
 EW2010  ___________________________________________________________________
 EW2010* NAD 83(1986)-  34 13 26.     (N)    118 14 23.     (W)     SCALED    
 EW2010* NAVD 88     -       477.961  (meters)    1568.11   (feet)  READJUSTED
 EW2010  ___________________________________________________________________
 EW2010  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EW2010  DYNAMIC HT  -         477.430 (meters)    1566.37  (feet)  COMP
 EW2010  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 EW2010
 EW2010  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2010
 EW2010.The horizontal coordinates were scaled from a topographic map and have
 EW2010.an estimated accuracy of +/- 6 seconds.
 EW2010
 EW2010.The orthometric height was determined by differential leveling
 EW2010.and adjusted in September 2004.
 EW2010.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2010.distribution rate of 1.1 thru 2.0 mm/km.
 EW2010.The height was derived from older observations constrained to new
 EW2010.heights in a crustal motion area.  The height is approximate in
 EW2010.relation to other heights in its vicinity.
 EW2010
 EW2010.The geoid height was determined by GEOID03.
 EW2010
 EW2010.The dynamic height is computed by dividing the NAVD 88
 EW2010.geopotential number by the normal gravity value computed on the
 EW2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2010.degrees latitude (g = 980.6199 gals.).
 EW2010
 EW2010.The modeled gravity was interpolated from observed gravity values.
 EW2010
 EW2010;                    North         East    Units  Estimated Accuracy
 EW2010;SPC CA 5     -   580,320.    1,977,910.      MT  (+/- 180 meters Scaled)
 EW2010
 EW2010                          SUPERSEDED SURVEY CONTROL
 EW2010
 EW2010  NGVD 29 (??/??/92)  476.880  (m)         1564.56   (f) ADJ UNCH    1 1
 EW2010
 EW2010.Superseded values are not recommended for survey control.
 EW2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2010.See file dsdata.txt to determine how the superseded data were derived.
 EW2010
 EW2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT858876(NAD 83)
 EW2010_MARKER: S = SPIKE
 EW2010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2010_SP_SET: CATCH BASIN
 EW2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2010
 EW2010  HISTORY     - Date     Condition        Report By
 EW2010  HISTORY     - UNK      MONUMENTED       CA1980
 EW2010  HISTORY     - 1968     GOOD             CA1980
 EW2010  HISTORY     - 1971     GOOD             CA1980
 EW2010
 EW2010                          STATION DESCRIPTION
 EW2010
 EW2010'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2010'IN LA CRESCENTA.
 EW2010'CUT SPIKE, 1.1 FEET WEST OF THE WEST CURB LINE OF LA CRESCENTA
 EW2010'AVENUE, 4 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF
 EW2010'FOOTHILL BOULEVARD, IN THE TOP OF A CATCH BASIN, AT ITS SOUTHWEST
 EW2010'CORNER.
 EW2010
 EW2010                          STATION RECOVERY (1971)
 EW2010
 EW2010'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2011 ***********************************************************************
 EW2011  DESIGNATION -  09 00600 C OF LA
 EW2011  PID         -  EW2011
 EW2011  STATE/COUNTY-  CA/LOS ANGELES
 EW2011  USGS QUAD   -  PASADENA (1994)
 EW2011
 EW2011                         *CURRENT SURVEY CONTROL
 EW2011  ___________________________________________________________________
 EW2011* NAD 83(1986)-  34 13 36.     (N)    118 14 38.     (W)     SCALED    
 EW2011* NAVD 88     -       478.690  (meters)    1570.50   (feet)  READJUSTED
 EW2011  ___________________________________________________________________
 EW2011  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EW2011  DYNAMIC HT  -         478.160 (meters)    1568.76  (feet)  COMP
 EW2011  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 EW2011
 EW2011  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2011
 EW2011.The horizontal coordinates were scaled from a topographic map and have
 EW2011.an estimated accuracy of +/- 6 seconds.
 EW2011
 EW2011.The orthometric height was determined by differential leveling
 EW2011.and adjusted in September 2004.
 EW2011.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2011.distribution rate of 1.1 thru 2.0 mm/km.
 EW2011.The height was derived from older observations constrained to new
 EW2011.heights in a crustal motion area.  The height is approximate in
 EW2011.relation to other heights in its vicinity.
 EW2011
 EW2011.The geoid height was determined by GEOID03.
 EW2011
 EW2011.The dynamic height is computed by dividing the NAVD 88
 EW2011.geopotential number by the normal gravity value computed on the
 EW2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2011.degrees latitude (g = 980.6199 gals.).
 EW2011
 EW2011.The modeled gravity was interpolated from observed gravity values.
 EW2011
 EW2011;                    North         East    Units  Estimated Accuracy
 EW2011;SPC CA 5     -   580,630.    1,977,530.      MT  (+/- 180 meters Scaled)
 EW2011
 EW2011                          SUPERSEDED SURVEY CONTROL
 EW2011
 EW2011  NGVD 29 (??/??/92)  477.610  (m)         1566.96   (f) ADJ UNCH    1 1
 EW2011
 EW2011.Superseded values are not recommended for survey control.
 EW2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2011.See file dsdata.txt to determine how the superseded data were derived.
 EW2011
 EW2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854879(NAD 83)
 EW2011_MARKER: S = SPIKE
 EW2011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2011_SP_SET: CULVERT
 EW2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2011
 EW2011  HISTORY     - Date     Condition        Report By
 EW2011  HISTORY     - UNK      MONUMENTED       CA1980
 EW2011  HISTORY     - 1968     GOOD             CA1980
 EW2011  HISTORY     - 1971     GOOD             CA1980
 EW2011
 EW2011                          STATION DESCRIPTION
 EW2011
 EW2011'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2011'IN LA CRESCENTA.
 EW2011'WIRE SPIKE IN THE TOP OF THE NORTH HEADWALL, 1 FOOT EAST OF ITS
 EW2011'CENTER, OF A CONCRETE CULVERT INLET STRUCTURE, 4.5 FEET NORTH
 EW2011'OF THE NORTH CURB LINE OF FOOTHILL BOULEVARD, 385 FEET EAST OF
 EW2011'THE BEGINNING OF CURB RETURN EAST OF RAMSDELL AVENUE FROM THE
 EW2011'NORTH.
 EW2011
 EW2011                          STATION RECOVERY (1971)
 EW2011
 EW2011'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2012 ***********************************************************************
 EW2012  DESIGNATION -  09 00629 C OF LA
 EW2012  PID         -  EW2012
 EW2012  STATE/COUNTY-  CA/LOS ANGELES
 EW2012  USGS QUAD   -  PASADENA (1994)
 EW2012
 EW2012                         *CURRENT SURVEY CONTROL
 EW2012  ___________________________________________________________________
 EW2012* NAD 83(1986)-  34 13 40.     (N)    118 14 46.     (W)     SCALED    
 EW2012* NAVD 88     -       477.179  (meters)    1565.54   (feet)  READJUSTED
 EW2012  ___________________________________________________________________
 EW2012  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EW2012  DYNAMIC HT  -         476.650 (meters)    1563.81  (feet)  COMP
 EW2012  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 EW2012
 EW2012  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2012
 EW2012.The horizontal coordinates were scaled from a topographic map and have
 EW2012.an estimated accuracy of +/- 6 seconds.
 EW2012
 EW2012.The orthometric height was determined by differential leveling
 EW2012.and adjusted in September 2004.
 EW2012.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2012.distribution rate of 1.1 thru 2.0 mm/km.
 EW2012.The height was derived from older observations constrained to new
 EW2012.heights in a crustal motion area.  The height is approximate in
 EW2012.relation to other heights in its vicinity.
 EW2012
 EW2012.The geoid height was determined by GEOID03.
 EW2012
 EW2012.The dynamic height is computed by dividing the NAVD 88
 EW2012.geopotential number by the normal gravity value computed on the
 EW2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2012.degrees latitude (g = 980.6199 gals.).
 EW2012
 EW2012.The modeled gravity was interpolated from observed gravity values.
 EW2012
 EW2012;                    North         East    Units  Estimated Accuracy
 EW2012;SPC CA 5     -   580,760.    1,977,330.      MT  (+/- 180 meters Scaled)
 EW2012
 EW2012                          SUPERSEDED SURVEY CONTROL
 EW2012
 EW2012  NGVD 29 (??/??/92)  476.099  (m)         1562.00   (f) ADJ UNCH    1 1
 EW2012
 EW2012.Superseded values are not recommended for survey control.
 EW2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2012.See file dsdata.txt to determine how the superseded data were derived.
 EW2012
 EW2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852881(NAD 83)
 EW2012_MARKER: S = SPIKE
 EW2012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2012_SP_SET: CURB
 EW2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2012
 EW2012  HISTORY     - Date     Condition        Report By
 EW2012  HISTORY     - UNK      MONUMENTED       CA1980
 EW2012  HISTORY     - 1968     GOOD             CA1980
 EW2012  HISTORY     - 1971     GOOD             CA1980
 EW2012
 EW2012                          STATION DESCRIPTION
 EW2012
 EW2012'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2012'IN LA CRESCENTA.
 EW2012'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, 23.7 FEET
 EW2012'WEST OF THE BEGINNING OF CURB RETURN WEST OF CLOUD AVENUE.
 EW2012
 EW2012                          STATION RECOVERY (1971)
 EW2012
 EW2012'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2013 ***********************************************************************
 EW2013  DESIGNATION -  09 00661 C OF LA
 EW2013  PID         -  EW2013
 EW2013  STATE/COUNTY-  CA/LOS ANGELES
 EW2013  USGS QUAD   -  PASADENA (1994)
 EW2013
 EW2013                         *CURRENT SURVEY CONTROL
 EW2013  ___________________________________________________________________
 EW2013* NAD 83(1986)-  34 13 46.     (N)    118 14 54.     (W)     SCALED    
 EW2013* NAVD 88     -       482.394  (meters)    1582.65   (feet)  READJUSTED
 EW2013  ___________________________________________________________________
 EW2013  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2013  DYNAMIC HT  -         481.860 (meters)    1580.90  (feet)  COMP
 EW2013  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 EW2013
 EW2013  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2013
 EW2013.The horizontal coordinates were scaled from a topographic map and have
 EW2013.an estimated accuracy of +/- 6 seconds.
 EW2013
 EW2013.The orthometric height was determined by differential leveling
 EW2013.and adjusted in September 2004.
 EW2013.The height was derived from older observations constrained to new
 EW2013.heights in a crustal motion area.  The height is approximate in
 EW2013.relation to other heights in its vicinity.
 EW2013
 EW2013.The geoid height was determined by GEOID03.
 EW2013
 EW2013.The dynamic height is computed by dividing the NAVD 88
 EW2013.geopotential number by the normal gravity value computed on the
 EW2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2013.degrees latitude (g = 980.6199 gals.).
 EW2013
 EW2013.The modeled gravity was interpolated from observed gravity values.
 EW2013
 EW2013;                    North         East    Units  Estimated Accuracy
 EW2013;SPC CA 5     -   580,940.    1,977,120.      MT  (+/- 180 meters Scaled)
 EW2013
 EW2013                          SUPERSEDED SURVEY CONTROL
 EW2013
 EW2013  NGVD 29 (??/??/92)  481.313  (m)         1579.11   (f) ADJ UNCH    1 1
 EW2013
 EW2013.Superseded values are not recommended for survey control.
 EW2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2013.See file dsdata.txt to determine how the superseded data were derived.
 EW2013
 EW2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850883(NAD 83)
 EW2013_MARKER: DD = SURVEY DISK
 EW2013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2013_SP_SET: CURB
 EW2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2013
 EW2013  HISTORY     - Date     Condition        Report By
 EW2013  HISTORY     - UNK      MONUMENTED       CADH
 EW2013  HISTORY     - 1968     GOOD             CA1980
 EW2013  HISTORY     - 1971     GOOD             CA1980
 EW2013
 EW2013                          STATION DESCRIPTION
 EW2013
 EW2013'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2013'IN GLENDALE.
 EW2013'STATE OF CALIFORNIA BENCH MARK DISC IN THE NORTH CURB OF FOOTHILL
 EW2013'BOULEVARD, NEAR THE BEGINNING OF CURB RETURN WEST OF PENNSYLVANIA
 EW2013'AVENUE.
 EW2013
 EW2013                          STATION RECOVERY (1971)
 EW2013
 EW2013'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2174 ***********************************************************************
 EW2174  DESIGNATION -  09 00690 C OF LA
 EW2174  PID         -  EW2174
 EW2174  STATE/COUNTY-  CA/LOS ANGELES
 EW2174  USGS QUAD   -  BURBANK (1994)
 EW2174
 EW2174                         *CURRENT SURVEY CONTROL
 EW2174  ___________________________________________________________________
 EW2174* NAD 83(1986)-  34 13 56.     (N)    118 15 11.     (W)     SCALED    
 EW2174* NAVD 88     -       498.98   (+/-2cm)    1637.1    (feet)  VERTCON   
 EW2174  ___________________________________________________________________
 EW2174  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2174  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2174
 EW2174.The horizontal coordinates were scaled from a topographic map and have
 EW2174.an estimated accuracy of +/- 6 seconds.
 EW2174
 EW2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2174.The vertical order pertains to the NGVD 29 superseded value.
 EW2174
 EW2174.The geoid height was determined by GEOID03.
 EW2174
 EW2174;                    North         East    Units  Estimated Accuracy
 EW2174;SPC CA 5     -   581,250.    1,976,690.      MT  (+/- 180 meters Scaled)
 EW2174
 EW2174                          SUPERSEDED SURVEY CONTROL
 EW2174
 EW2174  NGVD 29 (??/??/92)  498.156  (m)         1634.37   (f) ADJ UNCH    1 1
 EW2174
 EW2174.Superseded values are not recommended for survey control.
 EW2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2174.See file dsdata.txt to determine how the superseded data were derived.
 EW2174
 EW2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845886(NAD 83)
 EW2174_MARKER: S = SPIKE
 EW2174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2174_SP_SET: WALL
 EW2174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2174
 EW2174  HISTORY     - Date     Condition        Report By
 EW2174  HISTORY     - UNK      MONUMENTED       CA1980
 EW2174  HISTORY     - 1968     GOOD             CA1980
 EW2174
 EW2174                          STATION DESCRIPTION
 EW2174
 EW2174'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2174'IN GLENDALE.
 EW2174'WIRE SPIKE IN THE TOP OF A CONCRETE WALL, 5 FEET EAST OF THE
 EW2174'WEST END, 57 FEET NORTH OF THE NORTH CURB LINE OF FOOTHILL
 EW2174'BOULEVARD, 40 FEET EAST OF THE CENTER LINE OF NEW YORK AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2175 ***********************************************************************
 EW2175  DESIGNATION -  09 00691 C OF LA
 EW2175  PID         -  EW2175
 EW2175  STATE/COUNTY-  CA/LOS ANGELES
 EW2175  USGS QUAD   -  BURBANK (1994)
 EW2175
 EW2175                         *CURRENT SURVEY CONTROL
 EW2175  ___________________________________________________________________
 EW2175* NAD 83(1986)-  34 13 56.     (N)    118 15 11.     (W)     SCALED    
 EW2175* NAVD 88     -       495.757  (meters)    1626.50   (feet)  READJUSTED
 EW2175  ___________________________________________________________________
 EW2175  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2175  DYNAMIC HT  -         495.210 (meters)    1624.70  (feet)  COMP
 EW2175  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 EW2175
 EW2175  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2175
 EW2175.The horizontal coordinates were scaled from a topographic map and have
 EW2175.an estimated accuracy of +/- 6 seconds.
 EW2175
 EW2175.The orthometric height was determined by differential leveling
 EW2175.and adjusted in September 2004.
 EW2175.The height was derived from older observations constrained to new
 EW2175.heights in a crustal motion area.  The height is approximate in
 EW2175.relation to other heights in its vicinity.
 EW2175
 EW2175.The geoid height was determined by GEOID03.
 EW2175
 EW2175.The dynamic height is computed by dividing the NAVD 88
 EW2175.geopotential number by the normal gravity value computed on the
 EW2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2175.degrees latitude (g = 980.6199 gals.).
 EW2175
 EW2175.The modeled gravity was interpolated from observed gravity values.
 EW2175
 EW2175;                    North         East    Units  Estimated Accuracy
 EW2175;SPC CA 5     -   581,250.    1,976,690.      MT  (+/- 180 meters Scaled)
 EW2175
 EW2175                          SUPERSEDED SURVEY CONTROL
 EW2175
 EW2175  NGVD 29 (??/??/92)  494.673  (m)         1622.94   (f) ADJ UNCH    1 1
 EW2175
 EW2175.Superseded values are not recommended for survey control.
 EW2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2175.See file dsdata.txt to determine how the superseded data were derived.
 EW2175
 EW2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845886(NAD 83)
 EW2175_MARKER: S = SPIKE
 EW2175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2175_SP_SET: CURB
 EW2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2175
 EW2175  HISTORY     - Date     Condition        Report By
 EW2175  HISTORY     - UNK      MONUMENTED       RBNF
 EW2175  HISTORY     - 1975     GOOD             CA1980
 EW2175  HISTORY     - 1975     GOOD             CA1980
 EW2175
 EW2175                          STATION DESCRIPTION
 EW2175
 EW2175'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2175'IN GLENDALE.
 EW2175'SPIKE IN SOUTH CURB OF FOOTHILL BLVD., 3 FEET EAST OF BOX CULVERT CURB
 EW2175'RETURN, EAST OF NEW YORK AVENUE.
 EW2175
 EW2175                          STATION RECOVERY (1975)
 EW2175
 EW2175'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2176 ***********************************************************************
 EW2176  DESIGNATION -  09 00721 C OF LA
 EW2176  PID         -  EW2176
 EW2176  STATE/COUNTY-  CA/LOS ANGELES
 EW2176  USGS QUAD   -  BURBANK (1994)
 EW2176
 EW2176                         *CURRENT SURVEY CONTROL
 EW2176  ___________________________________________________________________
 EW2176* NAD 83(1986)-  34 13 58.     (N)    118 15 16.     (W)     SCALED    
 EW2176* NAVD 88     -       517.080  (meters)    1696.45   (feet)  READJUSTED
 EW2176  ___________________________________________________________________
 EW2176  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2176  DYNAMIC HT  -         516.510 (meters)    1694.58  (feet)  COMP
 EW2176  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EW2176
 EW2176  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2176
 EW2176.The horizontal coordinates were scaled from a topographic map and have
 EW2176.an estimated accuracy of +/- 6 seconds.
 EW2176
 EW2176.The orthometric height was determined by differential leveling
 EW2176.and adjusted in September 2004.
 EW2176.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2176.distribution rate of 1.1 thru 2.0 mm/km.
 EW2176.The height was derived from older observations constrained to new
 EW2176.heights in a crustal motion area.  The height is approximate in
 EW2176.relation to other heights in its vicinity.
 EW2176
 EW2176.The geoid height was determined by GEOID03.
 EW2176
 EW2176.The dynamic height is computed by dividing the NAVD 88
 EW2176.geopotential number by the normal gravity value computed on the
 EW2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2176.degrees latitude (g = 980.6199 gals.).
 EW2176
 EW2176.The modeled gravity was interpolated from observed gravity values.
 EW2176
 EW2176;                    North         East    Units  Estimated Accuracy
 EW2176;SPC CA 5     -   581,310.    1,976,560.      MT  (+/- 180 meters Scaled)
 EW2176
 EW2176                          SUPERSEDED SURVEY CONTROL
 EW2176
 EW2176  NGVD 29 (??/??/92)  515.996  (m)         1692.90   (f) ADJ UNCH    1 1
 EW2176
 EW2176.Superseded values are not recommended for survey control.
 EW2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2176.See file dsdata.txt to determine how the superseded data were derived.
 EW2176
 EW2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844886(NAD 83)
 EW2176_MARKER: DD = SURVEY DISK
 EW2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2176_SP_SET: CURB
 EW2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2176
 EW2176  HISTORY     - Date     Condition        Report By
 EW2176  HISTORY     - UNK      MONUMENTED       CADH
 EW2176  HISTORY     - 1968     GOOD             CA1980
 EW2176  HISTORY     - 1971     GOOD             CA1980
 EW2176
 EW2176                          STATION DESCRIPTION
 EW2176
 EW2176'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2176'IN GLENDALE.
 EW2176'STATE OF CALIFORNIA BENCH MARK DISC IN THE NORTH CURB OF FOOTHILL
 EW2176'BOULEVARD, AT THE BEGINNING OF CURB RETURN WEST OF WILLALEE
 EW2176'AVENUE.
 EW2176
 EW2176                          STATION RECOVERY (1971)
 EW2176
 EW2176'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2177 ***********************************************************************
 EW2177  DESIGNATION -  09 00750 C OF LA
 EW2177  PID         -  EW2177
 EW2177  STATE/COUNTY-  CA/LOS ANGELES
 EW2177  USGS QUAD   -  BURBANK (1994)
 EW2177
 EW2177                         *CURRENT SURVEY CONTROL
 EW2177  ___________________________________________________________________
 EW2177* NAD 83(1986)-  34 14 07.     (N)    118 15 30.     (W)     SCALED    
 EW2177* NAVD 88     -       523.836  (meters)    1718.62   (feet)  READJUSTED
 EW2177  ___________________________________________________________________
 EW2177  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2177  DYNAMIC HT  -         523.250 (meters)    1716.70  (feet)  COMP
 EW2177  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 EW2177
 EW2177  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2177
 EW2177.The horizontal coordinates were scaled from a topographic map and have
 EW2177.an estimated accuracy of +/- 6 seconds.
 EW2177
 EW2177.The orthometric height was determined by differential leveling
 EW2177.and adjusted in September 2004.
 EW2177.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2177.distribution rate of 1.1 thru 2.0 mm/km.
 EW2177.The height was derived from older observations constrained to new
 EW2177.heights in a crustal motion area.  The height is approximate in
 EW2177.relation to other heights in its vicinity.
 EW2177
 EW2177.The geoid height was determined by GEOID03.
 EW2177
 EW2177.The dynamic height is computed by dividing the NAVD 88
 EW2177.geopotential number by the normal gravity value computed on the
 EW2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2177.degrees latitude (g = 980.6199 gals.).
 EW2177
 EW2177.The modeled gravity was interpolated from observed gravity values.
 EW2177
 EW2177;                    North         East    Units  Estimated Accuracy
 EW2177;SPC CA 5     -   581,590.    1,976,200.      MT  (+/- 180 meters Scaled)
 EW2177
 EW2177                          SUPERSEDED SURVEY CONTROL
 EW2177
 EW2177  NGVD 29 (??/??/92)  522.753  (m)         1715.07   (f) ADJ UNCH    1 1
 EW2177
 EW2177.Superseded values are not recommended for survey control.
 EW2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2177.See file dsdata.txt to determine how the superseded data were derived.
 EW2177
 EW2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT841889(NAD 83)
 EW2177_MARKER: DD = SURVEY DISK
 EW2177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2177_SP_SET: MONUMENT
 EW2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2177
 EW2177  HISTORY     - Date     Condition        Report By
 EW2177  HISTORY     - UNK      MONUMENTED       CA1980
 EW2177  HISTORY     - 1968     GOOD             CA1980
 EW2177  HISTORY     - 1971     GOOD             CA1980
 EW2177
 EW2177                          STATION DESCRIPTION
 EW2177
 EW2177'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2177'IN GLENDALE.
 EW2177'STANDARD BENCH MARK BRASS DISC IN AN 8-INCH DIAMETER CONCRETE
 EW2177'MONUMENT, 2 FEET NORTH OF THE NORTH CURB LINE OF FIRST AVENUE,
 EW2177'THE STREET ONE BLOCK SOUTH OF AND PARALLEL TO FOOTHILL BOULEVARD,
 EW2177'33 FEET WEST OF THE BEGINNING OF CURB RETURN WEST OF LAUDERDALE
 EW2177'AVENUE.
 EW2177
 EW2177                          STATION RECOVERY (1971)
 EW2177
 EW2177'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2178 ***********************************************************************
 EW2178  DESIGNATION -  09 00781 C OF LA
 EW2178  PID         -  EW2178
 EW2178  STATE/COUNTY-  CA/LOS ANGELES
 EW2178  USGS QUAD   -  BURBANK (1994)
 EW2178
 EW2178                         *CURRENT SURVEY CONTROL
 EW2178  ___________________________________________________________________
 EW2178* NAD 83(1986)-  34 14 09.     (N)    118 15 34.     (W)     SCALED    
 EW2178* NAVD 88     -       531.762  (meters)    1744.62   (feet)  READJUSTED
 EW2178  ___________________________________________________________________
 EW2178  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2178  DYNAMIC HT  -         531.170 (meters)    1742.68  (feet)  COMP
 EW2178  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 EW2178
 EW2178  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2178
 EW2178.The horizontal coordinates were scaled from a topographic map and have
 EW2178.an estimated accuracy of +/- 6 seconds.
 EW2178
 EW2178.The orthometric height was determined by differential leveling
 EW2178.and adjusted in September 2004.
 EW2178.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2178.distribution rate of 1.1 thru 2.0 mm/km.
 EW2178.The height was derived from older observations constrained to new
 EW2178.heights in a crustal motion area.  The height is approximate in
 EW2178.relation to other heights in its vicinity.
 EW2178
 EW2178.The geoid height was determined by GEOID03.
 EW2178
 EW2178.The dynamic height is computed by dividing the NAVD 88
 EW2178.geopotential number by the normal gravity value computed on the
 EW2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2178.degrees latitude (g = 980.6199 gals.).
 EW2178
 EW2178.The modeled gravity was interpolated from observed gravity values.
 EW2178
 EW2178;                    North         East    Units  Estimated Accuracy
 EW2178;SPC CA 5     -   581,650.    1,976,100.      MT  (+/- 180 meters Scaled)
 EW2178
 EW2178                          SUPERSEDED SURVEY CONTROL
 EW2178
 EW2178  NGVD 29 (??/??/92)  530.679  (m)         1741.07   (f) ADJ UNCH    1 1
 EW2178
 EW2178.Superseded values are not recommended for survey control.
 EW2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2178.See file dsdata.txt to determine how the superseded data were derived.
 EW2178
 EW2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT840890(NAD 83)
 EW2178_MARKER: S = SPIKE
 EW2178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2178_SP_SET: CURB
 EW2178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2178
 EW2178  HISTORY     - Date     Condition        Report By
 EW2178  HISTORY     - UNK      MONUMENTED       CA1980
 EW2178  HISTORY     - 1968     GOOD             CA1980
 EW2178  HISTORY     - 1971     GOOD             CA1980
 EW2178
 EW2178                          STATION DESCRIPTION
 EW2178
 EW2178'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2178'IN GLENDALE.
 EW2178'SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 3 FEET WEST OF
 EW2178'THE BEGINNING OF CURB RETURN WEST OF LAUDERDALE AVENUE.
 EW2178
 EW2178                          STATION RECOVERY (1971)
 EW2178
 EW2178'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2164 ***********************************************************************
 EW2164  DESIGNATION -  09 00790 C OF LA
 EW2164  PID         -  EW2164
 EW2164  STATE/COUNTY-  CA/LOS ANGELES
 EW2164  USGS QUAD   -  BURBANK (1994)
 EW2164
 EW2164                         *CURRENT SURVEY CONTROL
 EW2164  ___________________________________________________________________
 EW2164* NAD 83(1986)-  34 14 16.     (N)    118 15 42.     (W)     SCALED    
 EW2164* NAVD 88     -       541.601  (meters)    1776.90   (feet)  READJUSTED
 EW2164  ___________________________________________________________________
 EW2164  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EW2164  DYNAMIC HT  -         541.000 (meters)    1774.93  (feet)  COMP
 EW2164  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 EW2164
 EW2164  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2164
 EW2164.The horizontal coordinates were scaled from a topographic map and have
 EW2164.an estimated accuracy of +/- 6 seconds.
 EW2164
 EW2164.The orthometric height was determined by differential leveling
 EW2164.and adjusted in September 2004.
 EW2164.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2164.distribution rate of 1.1 thru 2.0 mm/km.
 EW2164.The height was derived from older observations constrained to new
 EW2164.heights in a crustal motion area.  The height is approximate in
 EW2164.relation to other heights in its vicinity.
 EW2164
 EW2164.The geoid height was determined by GEOID03.
 EW2164
 EW2164.The dynamic height is computed by dividing the NAVD 88
 EW2164.geopotential number by the normal gravity value computed on the
 EW2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2164.degrees latitude (g = 980.6199 gals.).
 EW2164
 EW2164.The modeled gravity was interpolated from observed gravity values.
 EW2164
 EW2164;                    North         East    Units  Estimated Accuracy
 EW2164;SPC CA 5     -   581,870.    1,975,890.      MT  (+/- 180 meters Scaled)
 EW2164
 EW2164                          SUPERSEDED SURVEY CONTROL
 EW2164
 EW2164  NGVD 29 (??/??/92)  540.516  (m)         1773.34   (f) ADJ UNCH    1 1
 EW2164
 EW2164.Superseded values are not recommended for survey control.
 EW2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2164.See file dsdata.txt to determine how the superseded data were derived.
 EW2164
 EW2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT838892(NAD 83)
 EW2164_MARKER: S = SPIKE
 EW2164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2164_SP_SET: CURB
 EW2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2164
 EW2164  HISTORY     - Date     Condition        Report By
 EW2164  HISTORY     - UNK      MONUMENTED       CA1980
 EW2164  HISTORY     - 1968     GOOD             CA1980
 EW2164  HISTORY     - 1971     GOOD             CA1980
 EW2164
 EW2164                          STATION DESCRIPTION
 EW2164
 EW2164'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2164'IN GLENDALE.
 EW2164'SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 4 FEET WEST OF
 EW2164'THE BEGINNING OF CURB RETURN WEST OF BOSTON AVENUE.
 EW2164
 EW2164                          STATION RECOVERY (1971)
 EW2164
 EW2164'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2165 ***********************************************************************
 EW2165  DESIGNATION -  09 00800 C OF LA
 EW2165  PID         -  EW2165
 EW2165  STATE/COUNTY-  CA/LOS ANGELES
 EW2165  USGS QUAD   -  BURBANK (1994)
 EW2165
 EW2165                         *CURRENT SURVEY CONTROL
 EW2165  ___________________________________________________________________
 EW2165* NAD 83(1986)-  34 14 19.     (N)    118 15 50.     (W)     SCALED    
 EW2165* NAVD 88     -       548.286  (meters)    1798.84   (feet)  READJUSTED
 EW2165  ___________________________________________________________________
 EW2165  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2165  DYNAMIC HT  -         547.670 (meters)    1796.81  (feet)  COMP
 EW2165  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 EW2165
 EW2165  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2165
 EW2165.The horizontal coordinates were scaled from a topographic map and have
 EW2165.an estimated accuracy of +/- 6 seconds.
 EW2165
 EW2165.The orthometric height was determined by differential leveling
 EW2165.and adjusted in September 2004.
 EW2165.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2165.distribution rate of 0.0 thru 1.0 mm/km.
 EW2165.The height was derived from older observations constrained to new
 EW2165.heights in a crustal motion area.  The height is approximate in
 EW2165.relation to other heights in its vicinity.
 EW2165
 EW2165.The geoid height was determined by GEOID03.
 EW2165
 EW2165.The dynamic height is computed by dividing the NAVD 88
 EW2165.geopotential number by the normal gravity value computed on the
 EW2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2165.degrees latitude (g = 980.6199 gals.).
 EW2165
 EW2165.The modeled gravity was interpolated from observed gravity values.
 EW2165
 EW2165;                    North         East    Units  Estimated Accuracy
 EW2165;SPC CA 5     -   581,960.    1,975,690.      MT  (+/- 180 meters Scaled)
 EW2165
 EW2165                          SUPERSEDED SURVEY CONTROL
 EW2165
 EW2165  NGVD 29 (??/??/92)  547.199  (m)         1795.27   (f) ADJ UNCH    1 1
 EW2165
 EW2165.Superseded values are not recommended for survey control.
 EW2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2165.See file dsdata.txt to determine how the superseded data were derived.
 EW2165
 EW2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT836893(NAD 83)
 EW2165_MARKER: DD = SURVEY DISK
 EW2165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2165_SP_SET: CURB
 EW2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2165
 EW2165  HISTORY     - Date     Condition        Report By
 EW2165  HISTORY     - UNK      MONUMENTED       CADH
 EW2165  HISTORY     - 1968     GOOD             CA1980
 EW2165  HISTORY     - 1971     GOOD             CA1980
 EW2165
 EW2165                          STATION DESCRIPTION
 EW2165
 EW2165'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2165'IN GLENDALE.
 EW2165'STATE OF CALIFORNIA BENCH MARK DISC IN THE NORTH CURB OF FOOTHILL
 EW2165'BOULEVARD, NEAR THE BEGINNING OF CURB RETURN EAST OF MOORE
 EW2165'STREET.
 EW2165
 EW2165                          STATION RECOVERY (1971)
 EW2165
 EW2165'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2167 ***********************************************************************
 EW2167  DESIGNATION -  09 00811 C OF LA
 EW2167  PID         -  EW2167
 EW2167  STATE/COUNTY-  CA/LOS ANGELES
 EW2167  USGS QUAD   -  BURBANK (1994)
 EW2167
 EW2167                         *CURRENT SURVEY CONTROL
 EW2167  ___________________________________________________________________
 EW2167* NAD 83(1986)-  34 14 23.     (N)    118 15 58.     (W)     SCALED    
 EW2167* NAVD 88     -       558.973  (meters)    1833.90   (feet)  READJUSTED
 EW2167  ___________________________________________________________________
 EW2167  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2167  DYNAMIC HT  -         558.350 (meters)    1831.85  (feet)  COMP
 EW2167  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 EW2167
 EW2167  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2167
 EW2167.The horizontal coordinates were scaled from a topographic map and have
 EW2167.an estimated accuracy of +/- 6 seconds.
 EW2167
 EW2167.The orthometric height was determined by differential leveling
 EW2167.and adjusted in September 2004.
 EW2167.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2167.distribution rate of 1.1 thru 2.0 mm/km.
 EW2167.The height was derived from older observations constrained to new
 EW2167.heights in a crustal motion area.  The height is approximate in
 EW2167.relation to other heights in its vicinity.
 EW2167
 EW2167.The geoid height was determined by GEOID03.
 EW2167
 EW2167.The dynamic height is computed by dividing the NAVD 88
 EW2167.geopotential number by the normal gravity value computed on the
 EW2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2167.degrees latitude (g = 980.6199 gals.).
 EW2167
 EW2167.The modeled gravity was interpolated from observed gravity values.
 EW2167
 EW2167;                    North         East    Units  Estimated Accuracy
 EW2167;SPC CA 5     -   582,090.    1,975,490.      MT  (+/- 180 meters Scaled)
 EW2167
 EW2167                          SUPERSEDED SURVEY CONTROL
 EW2167
 EW2167  NGVD 29 (??/??/92)  557.884  (m)         1830.32   (f) ADJ UNCH    1 1
 EW2167
 EW2167.Superseded values are not recommended for survey control.
 EW2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2167.See file dsdata.txt to determine how the superseded data were derived.
 EW2167
 EW2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834894(NAD 83)
 EW2167_MARKER: DD = SURVEY DISK
 EW2167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2167_SP_SET: CURB
 EW2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2167
 EW2167  HISTORY     - Date     Condition        Report By
 EW2167  HISTORY     - UNK      MONUMENTED       CADH
 EW2167  HISTORY     - 1968     GOOD             CA1980
 EW2167  HISTORY     - 1971     GOOD             CA1980
 EW2167
 EW2167                          STATION DESCRIPTION
 EW2167
 EW2167'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2167'IN GLENDALE.
 EW2167'STATE OF CALIFORNIA BENCH MARK DISC IN THE NORTH CURB OF FOOTHILL
 EW2167'BOULEVARD, NEAR THE BEGINNING OF CURB RETURN EAST OF LOWELL
 EW2167'AVENUE.
 EW2167
 EW2167                          STATION RECOVERY (1971)
 EW2167
 EW2167'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2170 ***********************************************************************
 EW2170  DESIGNATION -  09 00895 C OF LA
 EW2170  PID         -  EW2170
 EW2170  STATE/COUNTY-  CA/LOS ANGELES
 EW2170  USGS QUAD   -  BURBANK (1994)
 EW2170
 EW2170                         *CURRENT SURVEY CONTROL
 EW2170  ___________________________________________________________________
 EW2170* NAD 83(1986)-  34 14 34.     (N)    118 16 13.     (W)     SCALED    
 EW2170* NAVD 88     -       563.451  (meters)    1848.59   (feet)  READJUSTED
 EW2170  ___________________________________________________________________
 EW2170  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EW2170  DYNAMIC HT  -         562.820 (meters)    1846.52  (feet)  COMP
 EW2170  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 EW2170
 EW2170  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2170
 EW2170.The horizontal coordinates were scaled from a topographic map and have
 EW2170.an estimated accuracy of +/- 6 seconds.
 EW2170
 EW2170.The orthometric height was determined by differential leveling
 EW2170.and adjusted in September 2004.
 EW2170.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2170.distribution rate of 0.0 thru 1.0 mm/km.
 EW2170.The height was derived from older observations constrained to new
 EW2170.heights in a crustal motion area.  The height is approximate in
 EW2170.relation to other heights in its vicinity.
 EW2170
 EW2170.The geoid height was determined by GEOID03.
 EW2170
 EW2170.The dynamic height is computed by dividing the NAVD 88
 EW2170.geopotential number by the normal gravity value computed on the
 EW2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2170.degrees latitude (g = 980.6199 gals.).
 EW2170
 EW2170.The modeled gravity was interpolated from observed gravity values.
 EW2170
 EW2170;                    North         East    Units  Estimated Accuracy
 EW2170;SPC CA 5     -   582,430.    1,975,100.      MT  (+/- 180 meters Scaled)
 EW2170
 EW2170                          SUPERSEDED SURVEY CONTROL
 EW2170
 EW2170  NGVD 29 (??/??/92)  562.361  (m)         1845.01   (f) ADJ UNCH    1 1
 EW2170
 EW2170.Superseded values are not recommended for survey control.
 EW2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2170.See file dsdata.txt to determine how the superseded data were derived.
 EW2170
 EW2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830898(NAD 83)
 EW2170_MARKER: DD = SURVEY DISK
 EW2170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2170_SP_SET: CURB
 EW2170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2170
 EW2170  HISTORY     - Date     Condition        Report By
 EW2170  HISTORY     - UNK      MONUMENTED       CADH
 EW2170  HISTORY     - 1968     GOOD             CA1980
 EW2170  HISTORY     - 1971     GOOD             CA1980
 EW2170
 EW2170                          STATION DESCRIPTION
 EW2170
 EW2170'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2170'IN LOS ANGELES.
 EW2170'STATE OF CALIFORNIA BENCH MARK DISC IN NORTH CURB OF FOOTHILL
 EW2170'BOULEVARD, 0.5 FEET EAST OF THE BEGINNING OF CURB RETURN EAST
 EW2170'OF PALI AVENUE.
 EW2170
 EW2170                          STATION RECOVERY (1971)
 EW2170
 EW2170'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2179 ***********************************************************************
 EW2179  DESIGNATION -  09 00931 C OF LA
 EW2179  PID         -  EW2179
 EW2179  STATE/COUNTY-  CA/LOS ANGELES
 EW2179  USGS QUAD   -  BURBANK (1994)
 EW2179
 EW2179                         *CURRENT SURVEY CONTROL
 EW2179  ___________________________________________________________________
 EW2179* NAD 83(1986)-  34 14 39.     (N)    118 16 24.     (W)     SCALED    
 EW2179* NAVD 88     -       560.625  (meters)    1839.32   (feet)  READJUSTED
 EW2179  ___________________________________________________________________
 EW2179  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2179  DYNAMIC HT  -         559.990 (meters)    1837.23  (feet)  COMP
 EW2179  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 EW2179
 EW2179  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2179
 EW2179.The horizontal coordinates were scaled from a topographic map and have
 EW2179.an estimated accuracy of +/- 6 seconds.
 EW2179
 EW2179.The orthometric height was determined by differential leveling
 EW2179.and adjusted in September 2004.
 EW2179.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2179.distribution rate of 1.1 thru 2.0 mm/km.
 EW2179.The height was derived from older observations constrained to new
 EW2179.heights in a crustal motion area.  The height is approximate in
 EW2179.relation to other heights in its vicinity.
 EW2179
 EW2179.The geoid height was determined by GEOID03.
 EW2179
 EW2179.The dynamic height is computed by dividing the NAVD 88
 EW2179.geopotential number by the normal gravity value computed on the
 EW2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2179.degrees latitude (g = 980.6199 gals.).
 EW2179
 EW2179.The modeled gravity was interpolated from observed gravity values.
 EW2179
 EW2179;                    North         East    Units  Estimated Accuracy
 EW2179;SPC CA 5     -   582,580.    1,974,820.      MT  (+/- 180 meters Scaled)
 EW2179
 EW2179                          SUPERSEDED SURVEY CONTROL
 EW2179
 EW2179  NGVD 29 (??/??/92)  559.537  (m)         1835.75   (f) ADJ UNCH    1 1
 EW2179
 EW2179.Superseded values are not recommended for survey control.
 EW2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2179.See file dsdata.txt to determine how the superseded data were derived.
 EW2179
 EW2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT827899(NAD 83)
 EW2179_MARKER: S = SPIKE
 EW2179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2179_SP_SET: CULVERT
 EW2179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2179
 EW2179  HISTORY     - Date     Condition        Report By
 EW2179  HISTORY     - UNK      MONUMENTED       CA1980
 EW2179  HISTORY     - 1968     GOOD             CA1980
 EW2179  HISTORY     - 1971     GOOD             CA1980
 EW2179
 EW2179                          STATION DESCRIPTION
 EW2179
 EW2179'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2179'IN LOS ANGELES.
 EW2179'WIRE SPIKE IN THE TOP OF THE HEADWALL, AT THE EAST END, OF A
 EW2179'CONCRETE CULVERT OUTLET STRUCTURE, 6.5 FEET SOUTH OF THE SOUTH
 EW2179'CURB LINE OF FOOTHILL BOULEVARD, NEAR THE BEGINNING OF CURB
 EW2179'RETURN EAST OF TUJUNGA CANYON BOULEVARD.
 EW2179
 EW2179                          STATION RECOVERY (1971)
 EW2179
 EW2179'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2171 ***********************************************************************
 EW2171  DESIGNATION -  09 00967 C OF LA
 EW2171  PID         -  EW2171
 EW2171  STATE/COUNTY-  CA/LOS ANGELES
 EW2171  USGS QUAD   -  BURBANK (1994)
 EW2171
 EW2171                         *CURRENT SURVEY CONTROL
 EW2171  ___________________________________________________________________
 EW2171* NAD 83(1986)-  34 14 40.     (N)    118 16 26.     (W)     SCALED    
 EW2171* NAVD 88     -       561.331  (meters)    1841.63   (feet)  READJUSTED
 EW2171  ___________________________________________________________________
 EW2171  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2171  DYNAMIC HT  -         560.700 (meters)    1839.56  (feet)  COMP
 EW2171  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 EW2171
 EW2171  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2171
 EW2171.The horizontal coordinates were scaled from a topographic map and have
 EW2171.an estimated accuracy of +/- 6 seconds.
 EW2171
 EW2171.The orthometric height was determined by differential leveling
 EW2171.and adjusted in September 2004.
 EW2171.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2171.distribution rate of 1.1 thru 2.0 mm/km.
 EW2171.The height was derived from older observations constrained to new
 EW2171.heights in a crustal motion area.  The height is approximate in
 EW2171.relation to other heights in its vicinity.
 EW2171
 EW2171.The geoid height was determined by GEOID03.
 EW2171
 EW2171.The dynamic height is computed by dividing the NAVD 88
 EW2171.geopotential number by the normal gravity value computed on the
 EW2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2171.degrees latitude (g = 980.6199 gals.).
 EW2171
 EW2171.The modeled gravity was interpolated from observed gravity values.
 EW2171
 EW2171;                    North         East    Units  Estimated Accuracy
 EW2171;SPC CA 5     -   582,610.    1,974,770.      MT  (+/- 180 meters Scaled)
 EW2171
 EW2171                          SUPERSEDED SURVEY CONTROL
 EW2171
 EW2171  NGVD 29 (??/??/92)  560.243  (m)         1838.06   (f) ADJ UNCH    1 1
 EW2171
 EW2171.Superseded values are not recommended for survey control.
 EW2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2171.See file dsdata.txt to determine how the superseded data were derived.
 EW2171
 EW2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT826899(NAD 83)
 EW2171_MARKER: S = SPIKE
 EW2171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2171_SP_SET: CURB
 EW2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2171
 EW2171  HISTORY     - Date     Condition        Report By
 EW2171  HISTORY     - UNK      MONUMENTED       CA1980
 EW2171  HISTORY     - 1968     GOOD             CA1980
 EW2171  HISTORY     - 1971     GOOD             CA1980
 EW2171
 EW2171                          STATION DESCRIPTION
 EW2171
 EW2171'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2171'IN LOS ANGELES.
 EW2171'WIRE SPIKE IN THE EAST CURB MARNICE AVENUE, 1 FOOT NORTH OF
 EW2171'THE BEGINNING OF CURB RETURN NORTH OF FOOTHILL BOULEVARD.
 EW2171
 EW2171                          STATION RECOVERY (1971)
 EW2171
 EW2171'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2180 ***********************************************************************
 EW2180  DESIGNATION -  09 00991 C OF LA
 EW2180  PID         -  EW2180
 EW2180  STATE/COUNTY-  CA/LOS ANGELES
 EW2180  USGS QUAD   -  BURBANK (1994)
 EW2180
 EW2180                         *CURRENT SURVEY CONTROL
 EW2180  ___________________________________________________________________
 EW2180* NAD 83(1986)-  34 14 46.     (N)    118 16 33.     (W)     SCALED    
 EW2180* NAVD 88     -       560.837  (meters)    1840.01   (feet)  READJUSTED
 EW2180  ___________________________________________________________________
 EW2180  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2180  DYNAMIC HT  -         560.210 (meters)    1837.96  (feet)  COMP
 EW2180  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 EW2180
 EW2180  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2180
 EW2180.The horizontal coordinates were scaled from a topographic map and have
 EW2180.an estimated accuracy of +/- 6 seconds.
 EW2180
 EW2180.The orthometric height was determined by differential leveling
 EW2180.and adjusted in September 2004.
 EW2180.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2180.distribution rate of 1.1 thru 2.0 mm/km.
 EW2180.The height was derived from older observations constrained to new
 EW2180.heights in a crustal motion area.  The height is approximate in
 EW2180.relation to other heights in its vicinity.
 EW2180
 EW2180.The geoid height was determined by GEOID03.
 EW2180
 EW2180.The dynamic height is computed by dividing the NAVD 88
 EW2180.geopotential number by the normal gravity value computed on the
 EW2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2180.degrees latitude (g = 980.6199 gals.).
 EW2180
 EW2180.The modeled gravity was interpolated from observed gravity values.
 EW2180
 EW2180;                    North         East    Units  Estimated Accuracy
 EW2180;SPC CA 5     -   582,800.    1,974,590.      MT  (+/- 180 meters Scaled)
 EW2180
 EW2180                          SUPERSEDED SURVEY CONTROL
 EW2180
 EW2180  NGVD 29 (??/??/92)  559.750  (m)         1836.45   (f) ADJ UNCH    1 1
 EW2180
 EW2180.Superseded values are not recommended for survey control.
 EW2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2180.See file dsdata.txt to determine how the superseded data were derived.
 EW2180
 EW2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT825901(NAD 83)
 EW2180_MARKER: S = SPIKE
 EW2180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2180_SP_SET: CURB
 EW2180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2180
 EW2180  HISTORY     - Date     Condition        Report By
 EW2180  HISTORY     - UNK      MONUMENTED       CA1980
 EW2180  HISTORY     - 1968     GOOD             CA1980
 EW2180  HISTORY     - 1971     GOOD             CA1980
 EW2180
 EW2180                          STATION DESCRIPTION
 EW2180
 EW2180'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2180'IN LOS ANGELES.
 EW2180'WIRE SPIKE IN THE SOUTH CURB OF FOOTHILL BOULEVARD, 5 FEET WEST
 EW2180'OF THE BEGINNING OF CURB RETURN WEST OF TUJUNGA CANYON BOULEVARD.
 EW2180
 EW2180                          STATION RECOVERY (1971)
 EW2180
 EW2180'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2181 ***********************************************************************
 EW2181  DESIGNATION -  09 01017 C OF LA
 EW2181  PID         -  EW2181
 EW2181  STATE/COUNTY-  CA/LOS ANGELES
 EW2181  USGS QUAD   -  BURBANK (1994)
 EW2181
 EW2181                         *CURRENT SURVEY CONTROL
 EW2181  ___________________________________________________________________
 EW2181* NAD 83(1986)-  34 14 49.     (N)    118 16 47.     (W)     SCALED    
 EW2181* NAVD 88     -       557.162  (meters)    1827.96   (feet)  READJUSTED
 EW2181  ___________________________________________________________________
 EW2181  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EW2181  DYNAMIC HT  -         556.540 (meters)    1825.91  (feet)  COMP
 EW2181  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 EW2181
 EW2181  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2181
 EW2181.The horizontal coordinates were scaled from a topographic map and have
 EW2181.an estimated accuracy of +/- 6 seconds.
 EW2181
 EW2181.The orthometric height was determined by differential leveling
 EW2181.and adjusted in September 2004.
 EW2181.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2181.distribution rate of 1.1 thru 2.0 mm/km.
 EW2181.The height was derived from older observations constrained to new
 EW2181.heights in a crustal motion area.  The height is approximate in
 EW2181.relation to other heights in its vicinity.
 EW2181
 EW2181.The geoid height was determined by GEOID03.
 EW2181
 EW2181.The dynamic height is computed by dividing the NAVD 88
 EW2181.geopotential number by the normal gravity value computed on the
 EW2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2181.degrees latitude (g = 980.6199 gals.).
 EW2181
 EW2181.The modeled gravity was interpolated from observed gravity values.
 EW2181
 EW2181;                    North         East    Units  Estimated Accuracy
 EW2181;SPC CA 5     -   582,890.    1,974,230.      MT  (+/- 180 meters Scaled)
 EW2181
 EW2181                          SUPERSEDED SURVEY CONTROL
 EW2181
 EW2181  NGVD 29 (??/??/92)  556.076  (m)         1824.39   (f) ADJ UNCH    1 1
 EW2181
 EW2181.Superseded values are not recommended for survey control.
 EW2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2181.See file dsdata.txt to determine how the superseded data were derived.
 EW2181
 EW2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821902(NAD 83)
 EW2181_MARKER: Z = SEE DESCRIPTION
 EW2181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2181_SP_SET: CATCH BASIN
 EW2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2181
 EW2181  HISTORY     - Date     Condition        Report By
 EW2181  HISTORY     - UNK      MONUMENTED       CA1980
 EW2181  HISTORY     - 1968     GOOD             CA1980
 EW2181  HISTORY     - 1971     GOOD             CA1980
 EW2181
 EW2181                          STATION DESCRIPTION
 EW2181
 EW2181'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2181'IN LOS ANGELES.
 EW2181'BRASS SCREW IN LEAD, IN THE EAST CURB OF HAINES CANYON AVENUE,
 EW2181'43 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF FOOTHILL
 EW2181'BOULEVARD, IN THE TOP OF A CATCH BASIN, AT ITS NORTH END.
 EW2181
 EW2181                          STATION RECOVERY (1971)
 EW2181
 EW2181'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2172 ***********************************************************************
 EW2172  DESIGNATION -  09 01030 C OF LA
 EW2172  PID         -  EW2172
 EW2172  STATE/COUNTY-  CA/LOS ANGELES
 EW2172  USGS QUAD   -  BURBANK (1994)
 EW2172
 EW2172                         *CURRENT SURVEY CONTROL
 EW2172  ___________________________________________________________________
 EW2172* NAD 83(1986)-  34 14 49.     (N)    118 16 54.     (W)     SCALED    
 EW2172* NAVD 88     -       550.429  (meters)    1805.87   (feet)  READJUSTED
 EW2172  ___________________________________________________________________
 EW2172  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EW2172  DYNAMIC HT  -         549.810 (meters)    1803.84  (feet)  COMP
 EW2172  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 EW2172
 EW2172  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2172
 EW2172.The horizontal coordinates were scaled from a topographic map and have
 EW2172.an estimated accuracy of +/- 6 seconds.
 EW2172
 EW2172.The orthometric height was determined by differential leveling
 EW2172.and adjusted in September 2004.
 EW2172.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2172.distribution rate of 1.1 thru 2.0 mm/km.
 EW2172.The height was derived from older observations constrained to new
 EW2172.heights in a crustal motion area.  The height is approximate in
 EW2172.relation to other heights in its vicinity.
 EW2172
 EW2172.The geoid height was determined by GEOID03.
 EW2172
 EW2172.The dynamic height is computed by dividing the NAVD 88
 EW2172.geopotential number by the normal gravity value computed on the
 EW2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2172.degrees latitude (g = 980.6199 gals.).
 EW2172
 EW2172.The modeled gravity was interpolated from observed gravity values.
 EW2172
 EW2172;                    North         East    Units  Estimated Accuracy
 EW2172;SPC CA 5     -   582,890.    1,974,060.      MT  (+/- 180 meters Scaled)
 EW2172
 EW2172                          SUPERSEDED SURVEY CONTROL
 EW2172
 EW2172  NGVD 29 (??/??/92)  549.345  (m)         1802.31   (f) ADJ UNCH    1 1
 EW2172
 EW2172.Superseded values are not recommended for survey control.
 EW2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2172.See file dsdata.txt to determine how the superseded data were derived.
 EW2172
 EW2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT819902(NAD 83)
 EW2172_MARKER: S = SPIKE
 EW2172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2172_SP_SET: CURB
 EW2172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2172
 EW2172  HISTORY     - Date     Condition        Report By
 EW2172  HISTORY     - UNK      MONUMENTED       CA1980
 EW2172  HISTORY     - 1968     GOOD             CA1980
 EW2172  HISTORY     - 1971     GOOD             CA1980
 EW2172
 EW2172                          STATION DESCRIPTION
 EW2172
 EW2172'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2172'IN LOS ANGELES.
 EW2172'WIRE SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, 1.3 FEET
 EW2172'EAST OF THE BEGINNING OF CURB RETURN EAST OF MARCUS AVENUE.
 EW2172
 EW2172                          STATION RECOVERY (1971)
 EW2172
 EW2172'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2183 ***********************************************************************
 EW2183  DESIGNATION -  09 01046 C OF LA
 EW2183  PID         -  EW2183
 EW2183  STATE/COUNTY-  CA/LOS ANGELES
 EW2183  USGS QUAD   -  BURBANK (1994)
 EW2183
 EW2183                         *CURRENT SURVEY CONTROL
 EW2183  ___________________________________________________________________
 EW2183* NAD 83(1986)-  34 14 52.     (N)    118 17 09.     (W)     SCALED    
 EW2183* NAVD 88     -       534.200  (meters)    1752.62   (feet)  READJUSTED
 EW2183  ___________________________________________________________________
 EW2183  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 EW2183  DYNAMIC HT  -         533.600 (meters)    1750.65  (feet)  COMP
 EW2183  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 EW2183
 EW2183  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2183
 EW2183.The horizontal coordinates were scaled from a topographic map and have
 EW2183.an estimated accuracy of +/- 6 seconds.
 EW2183
 EW2183.The orthometric height was determined by differential leveling
 EW2183.and adjusted in September 2004.
 EW2183.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2183.distribution rate of 1.1 thru 2.0 mm/km.
 EW2183.The height was derived from older observations constrained to new
 EW2183.heights in a crustal motion area.  The height is approximate in
 EW2183.relation to other heights in its vicinity.
 EW2183
 EW2183.The geoid height was determined by GEOID03.
 EW2183
 EW2183.The dynamic height is computed by dividing the NAVD 88
 EW2183.geopotential number by the normal gravity value computed on the
 EW2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2183.degrees latitude (g = 980.6199 gals.).
 EW2183
 EW2183.The modeled gravity was interpolated from observed gravity values.
 EW2183
 EW2183;                    North         East    Units  Estimated Accuracy
 EW2183;SPC CA 5     -   582,990.    1,973,670.      MT  (+/- 180 meters Scaled)
 EW2183
 EW2183                          SUPERSEDED SURVEY CONTROL
 EW2183
 EW2183  NGVD 29 (??/??/92)  533.117  (m)         1749.07   (f) ADJ UNCH    1 1
 EW2183
 EW2183.Superseded values are not recommended for survey control.
 EW2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2183.See file dsdata.txt to determine how the superseded data were derived.
 EW2183
 EW2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815903(NAD 83)
 EW2183_MARKER: S = SPIKE
 EW2183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2183_SP_SET: CURB
 EW2183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2183
 EW2183  HISTORY     - Date     Condition        Report By
 EW2183  HISTORY     - UNK      MONUMENTED       CA1980
 EW2183  HISTORY     - 1968     GOOD             CA1980
 EW2183  HISTORY     - 1971     GOOD             CA1980
 EW2183
 EW2183                          STATION DESCRIPTION
 EW2183
 EW2183'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2183'IN LOS ANGELES.
 EW2183'CUT SPIKE IN THE NORTH CURB OF FOOTHILL BOULEVARD, AT THE
 EW2183'BEGINNING OF CURB RETURN WEST OF PINEWOOD AVENUE FROM THE NORTH.
 EW2183
 EW2183                          STATION RECOVERY (1971)
 EW2183
 EW2183'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1973 ***********************************************************************
 EW1973  DESIGNATION -  09 01260 C OF LA
 EW1973  PID         -  EW1973
 EW1973  STATE/COUNTY-  CA/LOS ANGELES
 EW1973  USGS QUAD   -  PASADENA (1994)
 EW1973
 EW1973                         *CURRENT SURVEY CONTROL
 EW1973  ___________________________________________________________________
 EW1973* NAD 83(1986)-  34 08 34.     (N)    118 14 01.     (W)     SCALED    
 EW1973* NAVD 88     -       174.200  (meters)     571.52   (feet)  READJUSTED
 EW1973  ___________________________________________________________________
 EW1973  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW1973  DYNAMIC HT  -         174.020 (meters)     570.93  (feet)  COMP
 EW1973  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 EW1973
 EW1973  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1973
 EW1973.The horizontal coordinates were scaled from a topographic map and have
 EW1973.an estimated accuracy of +/- 6 seconds.
 EW1973
 EW1973.The orthometric height was determined by differential leveling
 EW1973.and adjusted in February 1993.
 EW1973.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1973.distribution rate of 0.0 thru 1.0 mm/km.
 EW1973.The height was derived from older observations constrained to new
 EW1973.heights in a crustal motion area.  The height is approximate in
 EW1973.relation to other heights in its vicinity.
 EW1973
 EW1973.The geoid height was determined by GEOID03.
 EW1973
 EW1973.The dynamic height is computed by dividing the NAVD 88
 EW1973.geopotential number by the normal gravity value computed on the
 EW1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1973.degrees latitude (g = 980.6199 gals.).
 EW1973
 EW1973.The modeled gravity was interpolated from observed gravity values.
 EW1973
 EW1973;                    North         East    Units  Estimated Accuracy
 EW1973;SPC CA 5     -   571,330.    1,978,460.      MT  (+/- 180 meters Scaled)
 EW1973
 EW1973                          SUPERSEDED SURVEY CONTROL
 EW1973
 EW1973  NGVD 29 (??/??/92)  173.410  (m)          568.93   (f) ADJ UNCH    1 1
 EW1973
 EW1973.Superseded values are not recommended for survey control.
 EW1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1973.See file dsdata.txt to determine how the superseded data were derived.
 EW1973
 EW1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862786(NAD 83)
 EW1973_MARKER: S = SPIKE
 EW1973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1973_SP_SET: CATCH BASIN
 EW1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1973
 EW1973  HISTORY     - Date     Condition        Report By
 EW1973  HISTORY     - UNK      MONUMENTED       CA1980
 EW1973  HISTORY     - 1969     GOOD             CA1980
 EW1973  HISTORY     - 1976     GOOD             NGS
 EW1973  HISTORY     - 1978     GOOD             NGS
 EW1973
 EW1973                          STATION DESCRIPTION
 EW1973
 EW1973'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1973'IN GLENDALE.
 EW1973'CUT SPIKE IN THE NORTH CURB OF COLORADO BOULEVARD, 19.7 FEET
 EW1973'EAST OF THE EAST CURB LINE OF VERDUGO ROAD, IN THE TOP OF A
 EW1973'CATCH BASIN, AT ITS EAST END.
 EW1973
 EW1973                          STATION RECOVERY (1976)
 EW1973
 EW1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1973'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1973'FOOTHILL BOULEVARD AT LA CANADA, THENCE 4.25 MILE SOUTH ALONG VERDUGO
 EW1973'ROAD, AT THE INTERSECTION OF VERDUGO ROAD AND COLORADO STREET, A CUT
 EW1973'SPIKE IN TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN AT THE NORTHEAST
 EW1973'CORNER OF THE INTERSECTION, 19.7 FT EAST OF THE EAST CURB LINE OF
 EW1973'VERDUGO ROAD, IN NORTH EDGE OF THE NORTH CURB OF COLORADO BOULEVARD,
 EW1973'1.5 FT SOUTHWEST OF A DOUBLE STREET LIGHT
 EW1973
 EW1973                          STATION RECOVERY (1978)
 EW1973
 EW1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2021 ***********************************************************************
 EW2021  DESIGNATION -  09 01290 C OF LA
 EW2021  PID         -  EW2021
 EW2021  STATE/COUNTY-  CA/LOS ANGELES
 EW2021  USGS QUAD   -  BURBANK (1994)
 EW2021
 EW2021                         *CURRENT SURVEY CONTROL
 EW2021  ___________________________________________________________________
 EW2021* NAD 83(1986)-  34 08 05.     (N)    118 15 07.     (W)     SCALED    
 EW2021* NAVD 88     -       149.646  (meters)     490.96   (feet)  READJUSTED
 EW2021  ___________________________________________________________________
 EW2021  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW2021  DYNAMIC HT  -         149.490 (meters)     490.45  (feet)  COMP
 EW2021  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 EW2021
 EW2021  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2021
 EW2021.The horizontal coordinates were scaled from a topographic map and have
 EW2021.an estimated accuracy of +/- 6 seconds.
 EW2021
 EW2021.The orthometric height was determined by differential leveling
 EW2021.and adjusted in February 1993.
 EW2021.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2021.distribution rate of 0.0 thru 1.0 mm/km.
 EW2021.The height was derived from older observations constrained to new
 EW2021.heights in a crustal motion area.  The height is approximate in
 EW2021.relation to other heights in its vicinity.
 EW2021
 EW2021.The geoid height was determined by GEOID03.
 EW2021
 EW2021.The dynamic height is computed by dividing the NAVD 88
 EW2021.geopotential number by the normal gravity value computed on the
 EW2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2021.degrees latitude (g = 980.6199 gals.).
 EW2021
 EW2021.The modeled gravity was interpolated from observed gravity values.
 EW2021
 EW2021;                    North         East    Units  Estimated Accuracy
 EW2021;SPC CA 5     -   570,440.    1,976,760.      MT  (+/- 180 meters Scaled)
 EW2021
 EW2021                          SUPERSEDED SURVEY CONTROL
 EW2021
 EW2021  NGVD 29 (??/??/92)  148.858  (m)          488.38   (f) ADJ UNCH    1 1
 EW2021
 EW2021.Superseded values are not recommended for survey control.
 EW2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2021.See file dsdata.txt to determine how the superseded data were derived.
 EW2021
 EW2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845778(NAD 83)
 EW2021_MARKER: DB = BENCH MARK DISK
 EW2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2021+STABILITY: SURFACE MOTION
 EW2021
 EW2021  HISTORY     - Date     Condition        Report By
 EW2021  HISTORY     - UNK      MONUMENTED       CA1980
 EW2021  HISTORY     - 1969     SEE DESCRIPTION  CA1980
 EW2021  HISTORY     - 1976     GOOD             NGS
 EW2021  HISTORY     - 1978     GOOD             NGS
 EW2021
 EW2021                          STATION DESCRIPTION
 EW2021
 EW2021'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW2021'IN GLENDALE.
 EW2021'STANDARD BENCH MARK BRASS DISC IN 8-INCH DIAMETER CONCRETE
 EW2021'MONUMENT, 2 FEET WEST OF THE WEST CURB OF GLENDALE AVENUE,
 EW2021'63.5 FEET SOUTH OF THE SOUTH PROPERTY LINE OF ACACIA AVENUE.
 EW2021
 EW2021                          STATION RECOVERY (1976)
 EW2021
 EW2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW2021'0.8 MILE WEST ALONG COLORADO STREET FROM ITS INTERSECTION WITH VERDUGO
 EW2021'ROAD AT GLENDALE, THENCE 0.55 MILE SOUTH ALONG GLENDALE AVENUE, AT
 EW2021'THE SOUTHWEST CORNER OF THE OFFSET INTERSECTION OF GLENDALE AVENUE AND
 EW2021'ACACIA AVENUE, 74 FT SOUTH OF THE SOUTH CURB OF ACACIA AVENUE, 2 FT
 EW2021'WEST OF WEST CURB OF GLENDALE AVENUE.
 EW2021
 EW2021                          STATION RECOVERY (1978)
 EW2021
 EW2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2017 ***********************************************************************
 EW2017  DESIGNATION -  09 01500
 EW2017  PID         -  EW2017
 EW2017  STATE/COUNTY-  CA/LOS ANGELES
 EW2017  USGS QUAD   -  BURBANK (1994)
 EW2017
 EW2017                         *CURRENT SURVEY CONTROL
 EW2017  ___________________________________________________________________
 EW2017* NAD 83(1986)-  34 08 01.     (N)    118 15 56.     (W)     SCALED    
 EW2017* NAVD 88     -       135.765  (meters)     445.42   (feet)  ADJUSTED  
 EW2017  ___________________________________________________________________
 EW2017  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW2017  DYNAMIC HT  -         135.624 (meters)     444.96  (feet)  COMP
 EW2017  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 EW2017
 EW2017  VERT ORDER  -  FIRST     CLASS I
 EW2017
 EW2017.The horizontal coordinates were scaled from a topographic map and have
 EW2017.an estimated accuracy of +/- 6 seconds.
 EW2017
 EW2017.The orthometric height was determined by differential leveling
 EW2017.and adjusted in June 1995.
 EW2017.WARNING-Repeat measurements at this control monument indicate possible
 EW2017.vertical movement.
 EW2017
 EW2017.The geoid height was determined by GEOID03.
 EW2017
 EW2017.The dynamic height is computed by dividing the NAVD 88
 EW2017.geopotential number by the normal gravity value computed on the
 EW2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2017.degrees latitude (g = 980.6199 gals.).
 EW2017
 EW2017.The modeled gravity was interpolated from observed gravity values.
 EW2017
 EW2017;                    North         East    Units  Estimated Accuracy
 EW2017;SPC CA 5     -   570,320.    1,975,510.      MT  (+/- 180 meters Scaled)
 EW2017
 EW2017                          SUPERSEDED SURVEY CONTROL
 EW2017
 EW2017  NAVD 88 (06/15/91)  135.784  (m)          445.48   (f) UNKNOWN     1 1
 EW2017  NGVD 29 (??/??/92)  134.994  (m)          442.89   (f) ADJ UNCH    1 1
 EW2017
 EW2017.Superseded values are not recommended for survey control.
 EW2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2017.See file dsdata.txt to determine how the superseded data were derived.
 EW2017
 EW2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT833776(NAD 83)
 EW2017_MARKER: R = RIVET
 EW2017_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2017_SP_SET: SIDEWALK
 EW2017_STAMPING: 443.04 8..S
 EW2017_MARK LOGO: CA1980
 EW2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2017+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2017
 EW2017  HISTORY     - Date     Condition        Report By
 EW2017  HISTORY     - UNK      MONUMENTED       CA1980
 EW2017  HISTORY     - 1968     GOOD             CA1980
 EW2017  HISTORY     - 1971     GOOD             CA1980
 EW2017  HISTORY     - 1978     GOOD             NGS
 EW2017  HISTORY     - 1983     GOOD             USGS
 EW2017  HISTORY     - 1984     GOOD             NGS
 EW2017  HISTORY     - 1985     GOOD             NGS
 EW2017  HISTORY     - 1986     GOOD             NGS
 EW2017  HISTORY     - 1987     GOOD             NGS
 EW2017  HISTORY     - 19890524 GOOD             NGS
 EW2017  HISTORY     - 19940718 GOOD             NGS
 EW2017
 EW2017                          STATION DESCRIPTION
 EW2017
 EW2017'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2017'IN GLENDALE.
 EW2017'STANDARD BENCH MARK BRASS DISC IN 8 INCH CONCRETE MONUMENT,
 EW2017'2.2 FEET NORTHOF THE NORTH CURB LINE OF CHEVY CHASE DRIVE,
 EW2017'82 FEET NORTHEAST OF THE NORTHEAST PROPERTY LINE OF ALGER STREET
 EW2017'FROM THE NORTHWEST.
 EW2017
 EW2017                          STATION RECOVERY (1971)
 EW2017
 EW2017'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2017'RECOVERED IN GOOD CONDITION.
 EW2017
 EW2017                          STATION RECOVERY (1978)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2017'RECOVERED IN GOOD CONDITION.
 EW2017
 EW2017                          STATION RECOVERY (1983)
 EW2017
 EW2017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2017'RECOVERED IN GOOD CONDITION.
 EW2017
 EW2017                          STATION RECOVERY (1984)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2017'RECOVERED IN GOOD CONDITION.
 EW2017
 EW2017                          STATION RECOVERY (1985)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2017'RECOVERED IN GOOD CONDITION.  THE STAMPING NOW READS 443.04 8..S, AND
 EW2017'THE DISK IS SET IN A SIDEWALK.
 EW2017
 EW2017                          STATION RECOVERY (1986)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2017'RECOVERED IN GOOD CONDITION.
 EW2017
 EW2017                          STATION RECOVERY (1987)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2017'RECOVERED IN GOOD CONDITION.
 EW2017
 EW2017                          STATION RECOVERY (1989)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW2017'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT
 EW2017'GLENDALE, AT 4209 CHEVY CHASE DRIVE, IN TOP OF A SIDEWALK, 33.1 M
 EW2017'(108.6 FT) E OF THE C/L OF ALGER STREET, 7.1 M (23.3 FT) N OF THE C/L
 EW2017'OF THE DRIVE, 6.6 M (21.7 FT) W OF A UTILITY POLE, 2.6 M (8.5 FT)
 EW2017'S-SE OF THE SW CORNER OF A BUILDING AT 4209 CHEVY CHASE DRIVE, 0.7 M
 EW2017'(2.3 FT) N OF A CURB AND 0.3 M (1.0 FT) ABOVE THE DRIVE SURFACE.
 EW2017'DISK WAS FOUND STAMPED 443.04 8..S IN 1985.
 EW2017
 EW2017                          STATION RECOVERY (1994)
 EW2017
 EW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2017'IN GLENDALE, AT THE INTERSECTION OF CHEVY CHASE DRIVE AND ALGER
 EW2017'STREET, A RIVET IN THE CENTER OF A TWIST LOCK WASHER STAMPED 443.04
 EW2017'8..S, IN THE NORTHWEST CONCRETE SIDEWALK OF THE DRIVE, 33.1 M (108.6
 EW2017'FT) EAST OF THE CENTERLINE OF THE STREET, 7.1 M (23.3 FT) NORTH OF THE
 EW2017'CENTERLINE OF THE DRIVE, 6.6 M (21.7 FT) WEST OF A UTILITY POLE, 2.6 M
 EW2017'(8.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING NUMBER
 EW2017'4209, 0.7 M (2.3 FT) NORTH OF A CURB, AND 0.3 M (1.0 FT) ABOVE THE
 EW2017'LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2016 ***********************************************************************
 EW2016  DESIGNATION -  09 01530 C OF LA
 EW2016  PID         -  EW2016
 EW2016  STATE/COUNTY-  CA/LOS ANGELES
 EW2016  USGS QUAD   -  BURBANK (1994)
 EW2016
 EW2016                         *CURRENT SURVEY CONTROL
 EW2016  ___________________________________________________________________
 EW2016* NAD 83(1986)-  34 08 02.     (N)    118 15 56.     (W)     SCALED    
 EW2016* NAVD 88     -       136.19   (+/-2cm)     446.8    (feet)  VERTCON   
 EW2016  ___________________________________________________________________
 EW2016  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW2016  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2016
 EW2016.The horizontal coordinates were scaled from a topographic map and have
 EW2016.an estimated accuracy of +/- 6 seconds.
 EW2016
 EW2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2016.The vertical order pertains to the NGVD 29 superseded value.
 EW2016
 EW2016.The geoid height was determined by GEOID03.
 EW2016
 EW2016;                    North         East    Units  Estimated Accuracy
 EW2016;SPC CA 5     -   570,350.    1,975,510.      MT  (+/- 180 meters Scaled)
 EW2016
 EW2016                          SUPERSEDED SURVEY CONTROL
 EW2016
 EW2016  NGVD 29 (??/??/92)  135.394  (m)          444.21   (f) ADJ UNCH    1 1
 EW2016
 EW2016.Superseded values are not recommended for survey control.
 EW2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2016.See file dsdata.txt to determine how the superseded data were derived.
 EW2016
 EW2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT833777(NAD 83)
 EW2016_MARKER: S = SPIKE
 EW2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2016_SP_SET: CURB
 EW2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2016
 EW2016  HISTORY     - Date     Condition        Report By
 EW2016  HISTORY     - UNK      MONUMENTED       CA1980
 EW2016  HISTORY     - 1968     GOOD             CA1980
 EW2016  HISTORY     - 1971     GOOD             CA1980
 EW2016
 EW2016                          STATION DESCRIPTION
 EW2016
 EW2016'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2016'IN GLENDALE.
 EW2016'WIRE SPIKE IN THE NORTH CURB OF CHEVY CHASE DRIVE, 116 FEET
 EW2016'NORTHEAST OF THE NORTHEAST CURB LINE OF ALGER STREET FROM THE
 EW2016'SOUTHEAST, IN THE SOUTHWEST END OF A CATCH BASIN.
 EW2016
 EW2016                          STATION RECOVERY (1971)
 EW2016
 EW2016'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2027 ***********************************************************************
 EW2027  DESIGNATION -  09 01620 C OF LA
 EW2027  PID         -  EW2027
 EW2027  STATE/COUNTY-  CA/LOS ANGELES
 EW2027  USGS QUAD   -  BURBANK (1994)
 EW2027
 EW2027                         *CURRENT SURVEY CONTROL
 EW2027  ___________________________________________________________________
 EW2027* NAD 83(1986)-  34 08 30.     (N)    118 16 10.     (W)     SCALED    
 EW2027* NAVD 88     -       142.26   (+/-2cm)     466.7    (feet)  VERTCON   
 EW2027  ___________________________________________________________________
 EW2027  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EW2027  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2027
 EW2027.The horizontal coordinates were scaled from a topographic map and have
 EW2027.an estimated accuracy of +/- 6 seconds.
 EW2027
 EW2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2027.The vertical order pertains to the NGVD 29 superseded value.
 EW2027
 EW2027.The geoid height was determined by GEOID03.
 EW2027
 EW2027;                    North         East    Units  Estimated Accuracy
 EW2027;SPC CA 5     -   571,210.    1,975,150.      MT  (+/- 180 meters Scaled)
 EW2027
 EW2027                          SUPERSEDED SURVEY CONTROL
 EW2027
 EW2027  NGVD 29 (??/??/92)  141.467  (m)          464.13   (f) ADJ UNCH    1 1
 EW2027
 EW2027.Superseded values are not recommended for survey control.
 EW2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2027.See file dsdata.txt to determine how the superseded data were derived.
 EW2027
 EW2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829785(NAD 83)
 EW2027_MARKER: Z = SEE DESCRIPTION
 EW2027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2027_SP_SET: CURB
 EW2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2027
 EW2027  HISTORY     - Date     Condition        Report By
 EW2027  HISTORY     - UNK      MONUMENTED       CA1980
 EW2027  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2027  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2027
 EW2027                          STATION DESCRIPTION
 EW2027
 EW2027'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2027'IN GLENDALE.
 EW2027'PLUG AND WASHER IN THE NORTH CURB OF COLORADO STREET, 5 FEET
 EW2027'EAST OF THE BEGINNING OF CURB RETURN EAST OF SAN FERNANDO
 EW2027'ROAD, 1.6 FEET EAST OF THE WEST END OF A CATCH BASIN.
 EW2027
 EW2027                          STATION RECOVERY (1971)
 EW2027
 EW2027'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2027'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2026 ***********************************************************************
 EW2026  DESIGNATION -  09 01650 C OF LA
 EW2026  PID         -  EW2026
 EW2026  STATE/COUNTY-  CA/LOS ANGELES
 EW2026  USGS QUAD   -  BURBANK (1994)
 EW2026
 EW2026                         *CURRENT SURVEY CONTROL
 EW2026  ___________________________________________________________________
 EW2026* NAD 83(1986)-  34 08 48.     (N)    118 16 19.     (W)     SCALED    
 EW2026* NAVD 88     -       143.14   (+/-2cm)     469.6    (feet)  VERTCON   
 EW2026  ___________________________________________________________________
 EW2026  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EW2026  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2026
 EW2026.The horizontal coordinates were scaled from a topographic map and have
 EW2026.an estimated accuracy of +/- 6 seconds.
 EW2026
 EW2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2026.The vertical order pertains to the NGVD 29 superseded value.
 EW2026
 EW2026.The geoid height was determined by GEOID03.
 EW2026
 EW2026;                    North         East    Units  Estimated Accuracy
 EW2026;SPC CA 5     -   571,770.    1,974,920.      MT  (+/- 180 meters Scaled)
 EW2026
 EW2026                          SUPERSEDED SURVEY CONTROL
 EW2026
 EW2026  NGVD 29 (??/??/92)  142.339  (m)          466.99   (f) ADJ UNCH    1 1
 EW2026
 EW2026.Superseded values are not recommended for survey control.
 EW2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2026.See file dsdata.txt to determine how the superseded data were derived.
 EW2026
 EW2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT827791(NAD 83)
 EW2026_MARKER: DD = SURVEY DISK
 EW2026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2026_SP_SET: CONCRETE MONUMENT
 EW2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2026
 EW2026  HISTORY     - Date     Condition        Report By
 EW2026  HISTORY     - UNK      MONUMENTED       CA1980
 EW2026  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2026  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2026
 EW2026                          STATION DESCRIPTION
 EW2026
 EW2026'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2026'IN GLENDALE.
 EW2026'STANDARD BENCH MARK BRASS DISC IN 8 INCH CONCRETE MONUMENT,
 EW2026'2 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF SAN FERNANDO
 EW2026'ROAD, 24.3 FEET NORTHWEST OF THE BEGINNING OF CURB RETURN
 EW2026'NORTHWEST OF BROADWAY.
 EW2026
 EW2026                          STATION RECOVERY (1971)
 EW2026
 EW2026'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2031 ***********************************************************************
 EW2031  DESIGNATION -  09 01710
 EW2031  PID         -  EW2031
 EW2031  STATE/COUNTY-  CA/LOS ANGELES
 EW2031  USGS QUAD   -  BURBANK (1994)
 EW2031
 EW2031                         *CURRENT SURVEY CONTROL
 EW2031  ___________________________________________________________________
 EW2031* NAD 83(1986)-  34 09 12.     (N)    118 16 33.     (W)     SCALED    
 EW2031* NAVD 88     -       142.302  (meters)     466.87   (feet)  ADJUSTED  
 EW2031  ___________________________________________________________________
 EW2031  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EW2031  DYNAMIC HT  -         142.154 (meters)     466.38  (feet)  COMP
 EW2031  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 EW2031
 EW2031  VERT ORDER  -  FIRST     CLASS I
 EW2031
 EW2031.The horizontal coordinates were scaled from a topographic map and have
 EW2031.an estimated accuracy of +/- 6 seconds.
 EW2031
 EW2031.The orthometric height was determined by differential leveling
 EW2031.and adjusted in June 1995.
 EW2031.WARNING-Repeat measurements at this control monument indicate possible
 EW2031.vertical movement.
 EW2031
 EW2031.The geoid height was determined by GEOID03.
 EW2031
 EW2031.The dynamic height is computed by dividing the NAVD 88
 EW2031.geopotential number by the normal gravity value computed on the
 EW2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2031.degrees latitude (g = 980.6199 gals.).
 EW2031
 EW2031.The modeled gravity was interpolated from observed gravity values.
 EW2031
 EW2031;                    North         East    Units  Estimated Accuracy
 EW2031;SPC CA 5     -   572,510.    1,974,560.      MT  (+/- 180 meters Scaled)
 EW2031
 EW2031                          SUPERSEDED SURVEY CONTROL
 EW2031
 EW2031  NAVD 88 (06/15/91)  142.316  (m)          466.92   (f) UNKNOWN     1 1
 EW2031  NGVD 29 (??/??/92)  141.502  (m)          464.24   (f) ADJ UNCH    1 1
 EW2031
 EW2031.Superseded values are not recommended for survey control.
 EW2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2031.See file dsdata.txt to determine how the superseded data were derived.
 EW2031
 EW2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT823798(NAD 83)
 EW2031_MARKER: N = NAIL
 EW2031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW2031_SP_SET: BRIDGE ABUTMENT
 EW2031_MARK LOGO: NONE  
 EW2031_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2031+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2031
 EW2031  HISTORY     - Date     Condition        Report By
 EW2031  HISTORY     - UNK      MONUMENTED       LACFCD
 EW2031  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2031  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2031  HISTORY     - 1978     GOOD             NGS
 EW2031  HISTORY     - 1983     GOOD             USGS
 EW2031  HISTORY     - 1984     GOOD             NGS
 EW2031  HISTORY     - 1985     GOOD             NGS
 EW2031  HISTORY     - 1986     GOOD             NGS
 EW2031  HISTORY     - 1987     GOOD             NGS
 EW2031  HISTORY     - 19940718 GOOD             NGS
 EW2031
 EW2031                          STATION DESCRIPTION
 EW2031
 EW2031'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2031'IN GLENDALE.
 EW2031'BRASS TACK AND TAG IN THE NORTHWEST ABUTMENT OF THE CONCRETE
 EW2031'BRIDGE OVER THE VERDUGO WASH FLOOD CONTROL CHANNEL, 132 FEET
 EW2031'SOUTHEAST OF THE SOUTHEAST PROPERTY LINE OF GRANGE STREET,
 EW2031'1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, AND
 EW2031'0.5 OF A FOOT NORTHEAST OF THE NORTHEAST FACE OF THE NORTHEAST
 EW2031'BALUSTRADE.
 EW2031
 EW2031                          STATION RECOVERY (1971)
 EW2031
 EW2031'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2031'RECOVERED AS DESCRIBED.
 EW2031
 EW2031                          STATION RECOVERY (1978)
 EW2031
 EW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2031'OMIT NORTHWEST ABUTMENT OF BRIDGE REPLACE WITH NORTHEAST ABUTMENT.
 EW2031
 EW2031                          STATION RECOVERY (1983)
 EW2031
 EW2031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2031'RECOVERED IN GOOD CONDITION.
 EW2031
 EW2031                          STATION RECOVERY (1984)
 EW2031
 EW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2031'RECOVERED IN GOOD CONDITION.
 EW2031
 EW2031                          STATION RECOVERY (1985)
 EW2031
 EW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2031'RECOVERED IN GOOD CONDITION.
 EW2031
 EW2031                          STATION RECOVERY (1986)
 EW2031
 EW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2031'RECOVERED IN GOOD CONDITION.
 EW2031
 EW2031                          STATION RECOVERY (1987)
 EW2031
 EW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2031'RECOVERED IN GOOD CONDITION.
 EW2031
 EW2031                          STATION RECOVERY (1994)
 EW2031
 EW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2031'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW2031'FROM THE RAILROAD STATION IN BURBANK, A BRASS NAIL NEAR THE NORTHEAST
 EW2031'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE SAN FERNANDO ROAD BRIDGE
 EW2031'SPANNING VERDUGO WASH, 38.5 M (126.3 FT) NORTHEAST OF THE NEAR RAIL,
 EW2031'9.4 M (30.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW2031'NORTH-WESTBOUND LANES OF THE ROAD, AND 0.2 M (0.7 FT) NORTHEAST OF THE
 EW2031'NORTHEAST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2044 ***********************************************************************
 EW2044  DESIGNATION -  09 01750 C OF LA
 EW2044  PID         -  EW2044
 EW2044  STATE/COUNTY-  CA/LOS ANGELES
 EW2044  USGS QUAD   -  BURBANK (1994)
 EW2044
 EW2044                         *CURRENT SURVEY CONTROL
 EW2044  ___________________________________________________________________
 EW2044* NAD 83(1986)-  34 09 37.     (N)    118 16 58.     (W)     SCALED    
 EW2044* NAVD 88     -       143.54   (+/-2cm)     470.9    (feet)  VERTCON   
 EW2044  ___________________________________________________________________
 EW2044  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW2044  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2044
 EW2044.The horizontal coordinates were scaled from a topographic map and have
 EW2044.an estimated accuracy of +/- 6 seconds.
 EW2044
 EW2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2044.The vertical order pertains to the NGVD 29 superseded value.
 EW2044
 EW2044.The geoid height was determined by GEOID03.
 EW2044
 EW2044;                    North         East    Units  Estimated Accuracy
 EW2044;SPC CA 5     -   573,280.    1,973,930.      MT  (+/- 180 meters Scaled)
 EW2044
 EW2044                          SUPERSEDED SURVEY CONTROL
 EW2044
 EW2044  NGVD 29 (??/??/92)  142.742  (m)          468.31   (f) ADJ UNCH    1 1
 EW2044
 EW2044.Superseded values are not recommended for survey control.
 EW2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2044.See file dsdata.txt to determine how the superseded data were derived.
 EW2044
 EW2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT817806(NAD 83)
 EW2044_MARKER: B = BOLT
 EW2044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2044_SP_SET: CONCRETE BASE
 EW2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2044
 EW2044  HISTORY     - Date     Condition        Report By
 EW2044  HISTORY     - UNK      MONUMENTED       CA1980
 EW2044  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2044  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2044
 EW2044                          STATION DESCRIPTION
 EW2044
 EW2044'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2044'IN GLENDALE.
 EW2044'ANCHOR BOLT IN THE TOP OF AN ABANDONED CONCRETE RAILROAD SIGNAL
 EW2044'BASE, AT THE NORTHERLY CORNER, 15.4 FEET SOUTHWEST OF THE
 EW2044'CENTER LINE OF THE MOST SOUTHWESTERLY SET OF RAILS OF THE
 EW2044'SOUTHERN PACIFIC RAILROAD TRACKS AT THE SOUTHWEST SIDE OF SAN
 EW2044'FERNANDO ROAD-- 12.8 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE
 EW2044'OF GRANDVIEW AVENUE.
 EW2044
 EW2044                          STATION RECOVERY (1971)
 EW2044
 EW2044'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2044'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2047 ***********************************************************************
 EW2047  DESIGNATION -  09 01785 C OF LA
 EW2047  PID         -  EW2047
 EW2047  STATE/COUNTY-  CA/LOS ANGELES
 EW2047  USGS QUAD   -  BURBANK (1994)
 EW2047
 EW2047                         *CURRENT SURVEY CONTROL
 EW2047  ___________________________________________________________________
 EW2047* NAD 83(1986)-  34 09 55.     (N)    118 17 19.     (W)     SCALED    
 EW2047* NAVD 88     -       149.702  (meters)     491.15   (feet)  READJUSTED
 EW2047  ___________________________________________________________________
 EW2047  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW2047  DYNAMIC HT  -         149.550 (meters)     490.65  (feet)  COMP
 EW2047  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 EW2047
 EW2047  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2047
 EW2047.The horizontal coordinates were scaled from a topographic map and have
 EW2047.an estimated accuracy of +/- 6 seconds.
 EW2047
 EW2047.The orthometric height was determined by differential leveling
 EW2047.and adjusted in February 1993.
 EW2047.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2047.distribution rate of 0.0 thru 1.0 mm/km.
 EW2047.The height was derived from older observations constrained to new
 EW2047.heights in a crustal motion area.  The height is approximate in
 EW2047.relation to other heights in its vicinity.
 EW2047
 EW2047.The geoid height was determined by GEOID03.
 EW2047
 EW2047.The dynamic height is computed by dividing the NAVD 88
 EW2047.geopotential number by the normal gravity value computed on the
 EW2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2047.degrees latitude (g = 980.6199 gals.).
 EW2047
 EW2047.The modeled gravity was interpolated from observed gravity values.
 EW2047
 EW2047;                    North         East    Units  Estimated Accuracy
 EW2047;SPC CA 5     -   573,830.    1,973,390.      MT  (+/- 180 meters Scaled)
 EW2047
 EW2047                          SUPERSEDED SURVEY CONTROL
 EW2047
 EW2047  NGVD 29 (??/??/92)  148.913  (m)          488.56   (f) ADJ UNCH    1 1
 EW2047
 EW2047.Superseded values are not recommended for survey control.
 EW2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2047.See file dsdata.txt to determine how the superseded data were derived.
 EW2047
 EW2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812812(NAD 83)
 EW2047_MARKER: S = SPIKE
 EW2047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2047_SP_SET: CATCH BASIN
 EW2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2047
 EW2047  HISTORY     - Date     Condition        Report By
 EW2047  HISTORY     - UNK      MONUMENTED       CA1980
 EW2047  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2047  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2047  HISTORY     - 1978     GOOD             NGS
 EW2047
 EW2047                          STATION DESCRIPTION
 EW2047
 EW2047'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2047'IN GLENDALE.
 EW2047'WIRE SPIKE, 4.2 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF
 EW2047'SONORA AVENUE, 92 FEET NORTHEAST OF THE MOST NORTHEASTERLY
 EW2047'RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS LOCATED BETWEEN
 EW2047'SAN FERNANDO ROAD AND AIR WAY, IN THE TOP OF A CATCH BASIN
 EW2047'AT ITS EASTERLY CORNER.
 EW2047
 EW2047                          STATION RECOVERY (1971)
 EW2047
 EW2047'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2047'RECOVERED AS DESCRIBED.
 EW2047
 EW2047                          STATION RECOVERY (1978)
 EW2047
 EW2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2050 ***********************************************************************
 EW2050  DESIGNATION -  09 01799
 EW2050  PID         -  EW2050
 EW2050  STATE/COUNTY-  CA/LOS ANGELES
 EW2050  USGS QUAD   -  BURBANK (1994)
 EW2050
 EW2050                         *CURRENT SURVEY CONTROL
 EW2050  ___________________________________________________________________
 EW2050* NAD 83(1986)-  34 10 04.     (N)    118 17 36.     (W)     SCALED    
 EW2050* NAVD 88     -       153.662  (meters)     504.14   (feet)  ADJUSTED  
 EW2050  ___________________________________________________________________
 EW2050  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW2050  DYNAMIC HT  -         153.501 (meters)     503.61  (feet)  COMP
 EW2050  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 EW2050
 EW2050  VERT ORDER  -  FIRST     CLASS I
 EW2050
 EW2050.The horizontal coordinates were scaled from a topographic map and have
 EW2050.an estimated accuracy of +/- 6 seconds.
 EW2050
 EW2050.The orthometric height was determined by differential leveling
 EW2050.and adjusted in June 1995.
 EW2050.WARNING-Repeat measurements at this control monument indicate possible
 EW2050.vertical movement.
 EW2050
 EW2050.The geoid height was determined by GEOID03.
 EW2050
 EW2050.The dynamic height is computed by dividing the NAVD 88
 EW2050.geopotential number by the normal gravity value computed on the
 EW2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2050.degrees latitude (g = 980.6199 gals.).
 EW2050
 EW2050.The modeled gravity was interpolated from observed gravity values.
 EW2050
 EW2050;                    North         East    Units  Estimated Accuracy
 EW2050;SPC CA 5     -   574,110.    1,972,960.      MT  (+/- 180 meters Scaled)
 EW2050
 EW2050                          SUPERSEDED SURVEY CONTROL
 EW2050
 EW2050  NAVD 88 (06/15/91)  153.667  (m)          504.16   (f) UNKNOWN     1 1
 EW2050  NGVD 29 (??/??/92)  152.838  (m)          501.44   (f) ADJ UNCH    1 1
 EW2050
 EW2050.Superseded values are not recommended for survey control.
 EW2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2050.See file dsdata.txt to determine how the superseded data were derived.
 EW2050
 EW2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807815(NAD 83)
 EW2050_MARKER: I = METAL ROD
 EW2050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2050_SP_SET: CULVERT HEADWALL
 EW2050_STAMPING: 09-01799
 EW2050_MARK LOGO: NONE  
 EW2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2050+STABILITY: SURFACE MOTION
 EW2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2050+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2050
 EW2050  HISTORY     - Date     Condition        Report By
 EW2050  HISTORY     - UNK      MONUMENTED       CA1980
 EW2050  HISTORY     - 1978     GOOD             NGS
 EW2050  HISTORY     - 1983     GOOD             USGS
 EW2050  HISTORY     - 1984     GOOD             NGS
 EW2050  HISTORY     - 1985     GOOD             NGS
 EW2050  HISTORY     - 1986     GOOD             NGS
 EW2050  HISTORY     - 1987     GOOD             NGS
 EW2050  HISTORY     - 19940718 GOOD             NGS
 EW2050
 EW2050                          STATION DESCRIPTION
 EW2050
 EW2050'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 EW2050'IN LOS ANGELES.
 EW2050'WIRE SPIKE IN SOUTHEAST CORNER CULVERT HEADWALL, 11 FEET WEST OF
 EW2050'CENTERLINE OF WESTERN AVENUE BRIDGE, 31 FEET NORTHEAST OF THE MOST
 EW2050'NELY RAIL SOUTHERN PACIFIC RAILROAD TRACKS.
 EW2050
 EW2050                          STATION RECOVERY (1978)
 EW2050
 EW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2050'AT GLENDALE, NEAR THE JUNCTION OF SONORA ROAD AND SAN FERNANDO ROAD,
 EW2050'A WIRE SPIKE IN THE SOUTHEAST CORNER OF A CULVERT HEAD WALL, 31 FT.
 EW2050'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY
 EW2050'RAILROAD, 11 FT. WEST OF THE CENTER LINE OF WESTERN AVENUE.
 EW2050
 EW2050                          STATION RECOVERY (1983)
 EW2050
 EW2050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2050'RECOVERED IN GOOD CONDITION.
 EW2050
 EW2050                          STATION RECOVERY (1984)
 EW2050
 EW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2050'RECOVERED IN GOOD CONDITION.
 EW2050
 EW2050                          STATION RECOVERY (1985)
 EW2050
 EW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2050'RECOVERED IN GOOD CONDITION.
 EW2050
 EW2050                          STATION RECOVERY (1986)
 EW2050
 EW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2050'RECOVERED IN GOOD CONDITION.
 EW2050
 EW2050                          STATION RECOVERY (1987)
 EW2050
 EW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2050'RECOVERED IN GOOD CONDITION.
 EW2050
 EW2050                          STATION RECOVERY (1994)
 EW2050
 EW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2050'2.1 KM (1.30 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW2050'FROM THE RAILROAD STATION IN BURBANK, AN METAL ROD IN THE SOUTHWEST
 EW2050'END OF THE CONCRETE HEADWALL OF A CULVERT, 9.4 M (30.8 FT) NORTHEAST
 EW2050'OF THE NEAR RAIL, 8.6 M (28.2 FT) SOUTH OF THE NORTH FACE OF THE
 EW2050'WESTERN AVENUE OVERPASS OF THE RAILROAD AND A CHAIN-LINK FENCE CORNER,
 EW2050'AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2073 ***********************************************************************
 EW2073  DESIGNATION -  09 01862 C OF LA
 EW2073  PID         -  EW2073
 EW2073  STATE/COUNTY-  CA/LOS ANGELES
 EW2073  USGS QUAD   -  BURBANK (1994)
 EW2073
 EW2073                         *CURRENT SURVEY CONTROL
 EW2073  ___________________________________________________________________
 EW2073* NAD 83(1986)-  34 10 46.     (N)    118 18 44.     (W)     SCALED    
 EW2073* NAVD 88     -       173.809  (meters)     570.24   (feet)  READJUSTED
 EW2073  ___________________________________________________________________
 EW2073  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EW2073  DYNAMIC HT  -         173.630 (meters)     569.65  (feet)  COMP
 EW2073  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 EW2073
 EW2073  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2073
 EW2073.The horizontal coordinates were scaled from a topographic map and have
 EW2073.an estimated accuracy of +/- 6 seconds.
 EW2073
 EW2073.The orthometric height was determined by differential leveling
 EW2073.and adjusted in February 1993.
 EW2073.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2073.distribution rate of 0.0 thru 1.0 mm/km.
 EW2073.The height was derived from older observations constrained to new
 EW2073.heights in a crustal motion area.  The height is approximate in
 EW2073.relation to other heights in its vicinity.
 EW2073
 EW2073.The geoid height was determined by GEOID03.
 EW2073
 EW2073.The dynamic height is computed by dividing the NAVD 88
 EW2073.geopotential number by the normal gravity value computed on the
 EW2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2073.degrees latitude (g = 980.6199 gals.).
 EW2073
 EW2073.The modeled gravity was interpolated from observed gravity values.
 EW2073
 EW2073;                    North         East    Units  Estimated Accuracy
 EW2073;SPC CA 5     -   575,410.    1,971,220.      MT  (+/- 180 meters Scaled)
 EW2073
 EW2073                          SUPERSEDED SURVEY CONTROL
 EW2073
 EW2073  NGVD 29 (??/??/92)  173.018  (m)          567.64   (f) ADJ UNCH    1 1
 EW2073
 EW2073.Superseded values are not recommended for survey control.
 EW2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2073.See file dsdata.txt to determine how the superseded data were derived.
 EW2073
 EW2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT790828(NAD 83)
 EW2073_MARKER: S = SPIKE
 EW2073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2073_SP_SET: CURB
 EW2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2073
 EW2073  HISTORY     - Date     Condition        Report By
 EW2073  HISTORY     - UNK      MONUMENTED       CA1980
 EW2073  HISTORY     - 1968     GOOD             CA1980
 EW2073  HISTORY     - 1971     GOOD             CA1980
 EW2073  HISTORY     - 1978     GOOD             NGS
 EW2073
 EW2073                          STATION DESCRIPTION
 EW2073
 EW2073'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2073'IN BURBANK.
 EW2073'WIRE SPIKE IN THE NORTHEAST CURB OF FRONT STREET, ABOUT 600 FEET
 EW2073'NORTHWEST OF OLIVE AVENUE, ON THE APPROXIMATE PROLONGATION OF THE
 EW2073'NORTHWEST EDGE OF THE CONCRETE PLATFORM AT THE NORTHWEST END OF
 EW2073'THE SAM THOMAS WAREHOUSE, FORMERLY THE NOW ABANDONED BURBANK
 EW2073'SOUTHERN PACIFIC RAILROAD STATION.
 EW2073
 EW2073                          STATION RECOVERY (1971)
 EW2073
 EW2073'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2073'RECOVERED IN GOOD CONDITION.
 EW2073
 EW2073                          STATION RECOVERY (1978)
 EW2073
 EW2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2085 ***********************************************************************
 EW2085  DESIGNATION -  09 01950 C OF LA
 EW2085  PID         -  EW2085
 EW2085  STATE/COUNTY-  CA/LOS ANGELES
 EW2085  USGS QUAD   -  BURBANK (1994)
 EW2085
 EW2085                         *CURRENT SURVEY CONTROL
 EW2085  ___________________________________________________________________
 EW2085* NAD 83(1986)-  34 11 06.     (N)    118 19 26.     (W)     SCALED    
 EW2085* NAVD 88     -       182.23   (+/-2cm)     597.9    (feet)  VERTCON   
 EW2085  ___________________________________________________________________
 EW2085  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EW2085  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2085
 EW2085.The horizontal coordinates were scaled from a topographic map and have
 EW2085.an estimated accuracy of +/- 6 seconds.
 EW2085
 EW2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2085.The vertical order pertains to the NGVD 29 superseded value.
 EW2085
 EW2085.The geoid height was determined by GEOID03.
 EW2085
 EW2085;                    North         East    Units  Estimated Accuracy
 EW2085;SPC CA 5     -   576,030.    1,970,140.      MT  (+/- 180 meters Scaled)
 EW2085
 EW2085                          SUPERSEDED SURVEY CONTROL
 EW2085
 EW2085  NGVD 29 (??/??/92)  181.44   (m)          595.3    (f) COMPUTED    1 1
 EW2085
 EW2085.Superseded values are not recommended for survey control.
 EW2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2085.See file dsdata.txt to determine how the superseded data were derived.
 EW2085
 EW2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780834(NAD 83)
 EW2085_MARKER: S = SPIKE
 EW2085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2085_SP_SET: CURB
 EW2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2085
 EW2085  HISTORY     - Date     Condition        Report By
 EW2085  HISTORY     - UNK      MONUMENTED       CA1980
 EW2085  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2085  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2085
 EW2085                          STATION DESCRIPTION
 EW2085
 EW2085'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2085'IN BURBANK.
 EW2085'WIRE SPIKE IN THE SOUTH CURB OF VICTORY PLACE, 1.5 FEET WEST OF
 EW2085'THE BEGINNING OF CURB RETURN AT THE WEST SIDE OF THE MOST EASTERLY
 EW2085'ENTRANCE TO LOCKHEED PLANT NUMBER B-1, 68 FEET EAST OF THE CORRUGATED
 EW2085'IRON BUILDING LOCATED NORTH OF GATE 1, IN THE EAST END OF A CATCH
 EW2085'BASIN.
 EW2085
 EW2085                          STATION RECOVERY (1971)
 EW2085
 EW2085'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2082 ***********************************************************************
 EW2082  DESIGNATION -  09 02010 C OF LA
 EW2082  PID         -  EW2082
 EW2082  STATE/COUNTY-  CA/LOS ANGELES
 EW2082  USGS QUAD   -  BURBANK (1994)
 EW2082
 EW2082                         *CURRENT SURVEY CONTROL
 EW2082  ___________________________________________________________________
 EW2082* NAD 83(1986)-  34 11 24.     (N)    118 19 45.     (W)     SCALED    
 EW2082* NAVD 88     -       191.07   (+/-2cm)     626.9    (feet)  VERTCON   
 EW2082  ___________________________________________________________________
 EW2082  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EW2082  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2082
 EW2082.The horizontal coordinates were scaled from a topographic map and have
 EW2082.an estimated accuracy of +/- 6 seconds.
 EW2082
 EW2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2082.The vertical order pertains to the NGVD 29 superseded value.
 EW2082
 EW2082.The geoid height was determined by GEOID03.
 EW2082
 EW2082;                    North         East    Units  Estimated Accuracy
 EW2082;SPC CA 5     -   576,590.    1,969,660.      MT  (+/- 180 meters Scaled)
 EW2082
 EW2082                          SUPERSEDED SURVEY CONTROL
 EW2082
 EW2082  NGVD 29 (??/??/92)  190.283  (m)          624.29   (f) ADJ UNCH    1 1
 EW2082
 EW2082.Superseded values are not recommended for survey control.
 EW2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2082.See file dsdata.txt to determine how the superseded data were derived.
 EW2082
 EW2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT775840(NAD 83)
 EW2082_MARKER: S = SPIKE
 EW2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2082_SP_SET: CATCH BASIN
 EW2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2082
 EW2082  HISTORY     - Date     Condition        Report By
 EW2082  HISTORY     - UNK      MONUMENTED       CA1980
 EW2082  HISTORY     - 1948     SEE DESCRIPTION  CA1980
 EW2082  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2082
 EW2082                          STATION DESCRIPTION
 EW2082
 EW2082'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1948
 EW2082'IN BURBANK.
 EW2082'WIRE SPIKE IN THE SOUTH CURB OF VICTORY PLACE, 14 FEET WEST OF
 EW2082'THE BEGINNING OF CURB RETURN WEST OF EMPIRE AVENUE, IN THE EAST
 EW2082'END OF A CATCH BASIN.
 EW2082
 EW2082                          STATION RECOVERY (1971)
 EW2082
 EW2082'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0566 ***********************************************************************
 HS0566  DESIGNATION -  09.63 EBMUD
 HS0566  PID         -  HS0566
 HS0566  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0566  USGS QUAD   -  HOLT (1994)
 HS0566
 HS0566                         *CURRENT SURVEY CONTROL
 HS0566  ___________________________________________________________________
 HS0566* NAD 83(1986)-  37 56 13.     (N)    121 29 27.     (W)     SCALED    
 HS0566* NAVD 88     -         1.09   (+/-2cm)       3.6    (feet)  VERTCON   
 HS0566  ___________________________________________________________________
 HS0566  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HS0566  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0566
 HS0566.The horizontal coordinates were scaled from a topographic map and have
 HS0566.an estimated accuracy of +/- 6 seconds.
 HS0566
 HS0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0566.The vertical order pertains to the NGVD 29 superseded value.
 HS0566
 HS0566.The geoid height was determined by GEOID03.
 HS0566
 HS0566;                    North         East    Units  Estimated Accuracy
 HS0566;SPC CA 3     -   659,940.    1,912,910.      MT  (+/- 180 meters Scaled)
 HS0566
 HS0566                          SUPERSEDED SURVEY CONTROL
 HS0566
 HS0566  NGVD 29 (??/??/92)    0.403  (m)            1.32   (f) ADJ UNCH    1 2
 HS0566
 HS0566.Superseded values are not recommended for survey control.
 HS0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0566.See file dsdata.txt to determine how the superseded data were derived.
 HS0566
 HS0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG326998(NAD 83)
 HS0566_MARKER: DD = SURVEY DISK
 HS0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0566_SP_SET: CONCRETE MANHOLE
 HS0566_STAMPING: P 2327+09.63 1.38 H 2327 +25.31
 HS0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0566
 HS0566  HISTORY     - Date     Condition        Report By
 HS0566  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0566  HISTORY     - 1967     GOOD             NGS
 HS0566
 HS0566                          STATION DESCRIPTION
 HS0566
 HS0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0566'3.4 MI W FROM HOLT.
 HS0566'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS0566'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 3.25 MILES WEST ALONG
 HS0566'MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE
 HS0566'NORTH SIDE OF UPPER JONES TRACT, IN THE TOP OF THE EAST END OF
 HS0566'CONCRETE MANHOLE STRUCTURE 125 OF THE CENTER PIPE LINE.  39 FEET
 HS0566'SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF THE EAST
 HS0566'WALL OF THE STRUCTURE, AND ABOUT 11 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8540 ***********************************************************************
 AB8540  DESIGNATION -  094 05270
 AB8540  PID         -  AB8540
 AB8540  STATE/COUNTY-  CA/LOS ANGELES
 AB8540  USGS QUAD   -  SAN DIMAS (1981)
 AB8540
 AB8540                         *CURRENT SURVEY CONTROL
 AB8540  ___________________________________________________________________
 AB8540* NAD 83(1986)-  34 05 40.     (N)    117 46 55.     (W)     SCALED    
 AB8540* NAVD 88     -       305.320  (meters)    1001.70   (feet)  ADJUSTED  
 AB8540  ___________________________________________________________________
 AB8540  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AB8540  DYNAMIC HT  -         304.982 (meters)    1000.60  (feet)  COMP
 AB8540  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 AB8540
 AB8540  VERT ORDER  -  FIRST     CLASS II
 AB8540
 AB8540.The horizontal coordinates were scaled from a topographic map and have
 AB8540.an estimated accuracy of +/- 6 seconds.
 AB8540
 AB8540.The orthometric height was determined by differential leveling
 AB8540.and adjusted in February 1997.
 AB8540
 AB8540.The geoid height was determined by GEOID03.
 AB8540
 AB8540.The dynamic height is computed by dividing the NAVD 88
 AB8540.geopotential number by the normal gravity value computed on the
 AB8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8540.degrees latitude (g = 980.6199 gals.).
 AB8540
 AB8540.The modeled gravity was interpolated from observed gravity values.
 AB8540
 AB8540;                    North         East    Units  Estimated Accuracy
 AB8540;SPC CA 5     -   565,960.    2,020,120.      MT  (+/- 180 meters Scaled)
 AB8540
 AB8540                          SUPERSEDED SURVEY CONTROL
 AB8540
 AB8540.No superseded survey control is available for this station.
 AB8540
 AB8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT278729(NAD 83)
 AB8540_MARKER: DB = BENCH MARK DISK
 AB8540_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB8540_SP_SET: BRIDGE SIDEWALK
 AB8540_STAMPING: BM 094 05270 1966
 AB8540_MARK LOGO: LACFCD
 AB8540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8540+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1994
 AB8540
 AB8540  HISTORY     - Date     Condition        Report By
 AB8540  HISTORY     - 1966     MONUMENTED       LACFCD
 AB8540  HISTORY     - 19940407 GOOD             MWDSC
 AB8540  HISTORY     - 20080819 GOOD             GEOCAC
 AB8540
 AB8540                          STATION DESCRIPTION
 AB8540
 AB8540'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8540'IN LA VERNE NORTH OF BRACKETT FIELD NEAR THE INTERSECTION OF ABANDOND
 AB8540'PARK AVE AND PUDDINGSTONE DRIVE.  SET ON THE SOUTHWEST CORNER OF
 AB8540'BRIDGE (NO.  B 1557) CROSSING L.A.  COUNTY FLOOD CONTROL DISTRICT
 AB8540'CHANNEL APPROXIMATELY 260 FEET (79.2 M) NORTH OF PUDDINGSTONE DRIVE.
 AB8540'BRIDGE IS APPROXIMATELY 0.65 MILES (1.05 KM) WEST OF THE INTERSECTION
 AB8540'OF PUDDINGSTONE DRIVE AND FAIRPLEX DRIVE, 2 INCH BENCH MARK SET FLUSH
 AB8540'IN CONCRETE SIDEWALK STAMPED - 094..05270 1966 - REFERENCE MWD FB 2011
 AB8540'02 007.
 AB8540
 AB8540                          STATION RECOVERY (2008)
 AB8540
 AB8540'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 AB8540'DISK PRISTINE.  LOCATION N34 05 40.6 W117 46 54.2 WITH CEP EST 11.9
 AB8540'FT.  NEARBY STRUCTURES SEEMED TO INTERFERE SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2726 ***********************************************************************
 EV2726  DESIGNATION -  095 21715
 EV2726  PID         -  EV2726
 EV2726  STATE/COUNTY-  CA/LOS ANGELES
 EV2726  USGS QUAD   -  SAN DIMAS (1981)
 EV2726
 EV2726                         *CURRENT SURVEY CONTROL
 EV2726  ___________________________________________________________________
 EV2726* NAD 83(1986)-  34 07 18.     (N)    117 46 24.     (W)     SCALED    
 EV2726* NAVD 88     -       356.745  (meters)    1170.42   (feet)  READJUSTED
 EV2726  ___________________________________________________________________
 EV2726  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EV2726  DYNAMIC HT  -         356.350 (meters)    1169.12  (feet)  COMP
 EV2726  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 EV2726
 EV2726  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2726
 EV2726.The horizontal coordinates were scaled from a topographic map and have
 EV2726.an estimated accuracy of +/- 6 seconds.
 EV2726
 EV2726.The orthometric height was determined by differential leveling
 EV2726.and adjusted in February 1993.
 EV2726.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2726.distribution rate of 0.0 thru 1.0 mm/km.
 EV2726.The height was derived from older observations constrained to new
 EV2726.heights in a crustal motion area.  The height is approximate in
 EV2726.relation to other heights in its vicinity.
 EV2726
 EV2726.The geoid height was determined by GEOID03.
 EV2726
 EV2726.The dynamic height is computed by dividing the NAVD 88
 EV2726.geopotential number by the normal gravity value computed on the
 EV2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2726.degrees latitude (g = 980.6199 gals.).
 EV2726
 EV2726.The modeled gravity was interpolated from observed gravity values.
 EV2726
 EV2726;                    North         East    Units  Estimated Accuracy
 EV2726;SPC CA 5     -   568,980.    2,020,910.      MT  (+/- 180 meters Scaled)
 EV2726
 EV2726                          SUPERSEDED SURVEY CONTROL
 EV2726
 EV2726  NGVD 29 (??/??/92)  355.950  (m)         1167.81   (f) ADJ UNCH    1 1
 EV2726
 EV2726.Superseded values are not recommended for survey control.
 EV2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2726.See file dsdata.txt to determine how the superseded data were derived.
 EV2726
 EV2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT286759(NAD 83)
 EV2726_MARKER: DD = SURVEY DISK
 EV2726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2726_SP_SET: CURB
 EV2726_STAMPING: BM 095-21715 1967
 EV2726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2726
 EV2726  HISTORY     - Date     Condition        Report By
 EV2726  HISTORY     - 1967     MONUMENTED       LACFCD
 EV2726  HISTORY     - 1968     GOOD             NGS
 EV2726  HISTORY     - 1978     GOOD             NGS
 EV2726  HISTORY     - 19890426 MARK NOT FOUND   NGS
 EV2726
 EV2726                          STATION DESCRIPTION
 EV2726
 EV2726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2726'AT LA VERNE.
 EV2726'BASE LINE ROAD ABOUT 0.2 MILE E OF WHEELER AND LA VERNE ROAD
 EV2726'AND IN FRONT OF THE LA VERNE HEIGHTS SCHOOL, 60.1 FEET SW OF
 EV2726'THE W END OF THE S HEADWALL OF THE BRIDGE OVER MARSHALL CANYON
 EV2726'WASH, 42.5 FEET S OF THE CENTER LINE OF BASE LINE ROAD, SET
 EV2726'IN THE TOP OF THE CONCRETE CURB 3.2 FEET W OF THE E END OF THE
 EV2726'CURB.
 EV2726
 EV2726                          STATION RECOVERY (1978)
 EV2726
 EV2726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2726'RECOVERED IN GOOD CONDITION.
 EV2726
 EV2726                          STATION RECOVERY (1989)
 EV2726
 EV2726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV2726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4663 ***********************************************************************
 EW4663  DESIGNATION -  096 66940
 EW4663  PID         -  EW4663
 EW4663  STATE/COUNTY-  CA/LOS ANGELES
 EW4663  USGS QUAD   -  VAL VERDE (1991)
 EW4663
 EW4663                         *CURRENT SURVEY CONTROL
 EW4663  ___________________________________________________________________
 EW4663* NAD 83(1986)-  34 24 27.     (N)    118 40 59.     (W)     SCALED    
 EW4663* NAVD 88     -       264.631  (meters)     868.21   (feet)  ADJUSTED  
 EW4663  ___________________________________________________________________
 EW4663  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW4663  DYNAMIC HT  -         264.339 (meters)     867.25  (feet)  COMP
 EW4663  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 EW4663
 EW4663  VERT ORDER  -  FIRST     CLASS I
 EW4663
 EW4663.The horizontal coordinates were scaled from a topographic map and have
 EW4663.an estimated accuracy of +/- 6 seconds.
 EW4663
 EW4663.The orthometric height was determined by differential leveling
 EW4663.and adjusted in June 1995.
 EW4663.WARNING-Repeat measurements at this control monument indicate possible
 EW4663.vertical movement.
 EW4663
 EW4663.The geoid height was determined by GEOID03.
 EW4663
 EW4663.The dynamic height is computed by dividing the NAVD 88
 EW4663.geopotential number by the normal gravity value computed on the
 EW4663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4663.degrees latitude (g = 980.6199 gals.).
 EW4663
 EW4663.The modeled gravity was interpolated from observed gravity values.
 EW4663
 EW4663;                    North         East    Units  Estimated Accuracy
 EW4663;SPC CA 5     -   600,880.    1,937,200.      MT  (+/- 180 meters Scaled)
 EW4663
 EW4663                          SUPERSEDED SURVEY CONTROL
 EW4663
 EW4663  NAVD 88 (06/15/91)  264.610  (m)          868.14   (f) UNKNOWN     1 1
 EW4663  NGVD 29 (??/??/92)  263.814  (m)          865.53   (f) ADJ UNCH    1 1
 EW4663
 EW4663.Superseded values are not recommended for survey control.
 EW4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4663.See file dsdata.txt to determine how the superseded data were derived.
 EW4663
 EW4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU453086(NAD 83)
 EW4663_MARKER: DD = SURVEY DISK
 EW4663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4663_SP_SET: CULVERT HEADWALL
 EW4663_STAMPING: BM. 096- 66940 1964 LACFCD
 EW4663_MARK LOGO: LACFCD
 EW4663_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4663+STABILITY: SURFACE MOTION
 EW4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4663+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4663
 EW4663  HISTORY     - Date     Condition        Report By
 EW4663  HISTORY     - 1964     MONUMENTED       CA-037
 EW4663  HISTORY     - 1971     GOOD             NGS
 EW4663  HISTORY     - 1977     GOOD             NGS
 EW4663  HISTORY     - 19890511 GOOD             NGS
 EW4663  HISTORY     - 19940705 GOOD             NGS
 EW4663
 EW4663                          STATION DESCRIPTION
 EW4663
 EW4663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4663'4.6 MI SW FROM CASTAIC JUNCTION.
 EW4663'4.65 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4663'FIRE STATION AT CASTAIC JUNCTION, 6 1/2 POLES EAST OF MILE POLE
 EW4663'439, DIRECTLY NORTH OF A PIPE CULVERT UNDER THE RAILROAD, IN THE
 EW4663'TOP AND 0.5 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD
 EW4663'WALL OF 24-INCH PIPE CULVERT A266+64 UNDER STATE HIGHWAY 126,
 EW4663'56.8 FEET NORTH OF THE NORTH RAIL, 26 FEET SOUTH OF THE CENTER
 EW4663'LINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 EW4663
 EW4663                          STATION RECOVERY (1977)
 EW4663
 EW4663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4663'RECOVERED IN GOOD CONDITION.
 EW4663
 EW4663                          STATION RECOVERY (1989)
 EW4663
 EW4663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4663'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.2 KM
 EW4663'(5.10 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF OLD
 EW4663'ROAD IN CASTAIC JUNCTION, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE
 EW4663'WEST END OF THE SOUTH CONCRETE HEADWALL OF A PIPE CULVERT, 0.8 KM
 EW4663'(0.50 MI) EAST OF THE LOS ANGELES-VENTURA COUNTY LINE, 9.3 M
 EW4663'(30.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 EW4663'BELOW THE LEVEL OF THE HIGHWAY.
 EW4663
 EW4663                          STATION RECOVERY (1994)
 EW4663
 EW4663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4663'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4663'PIRU, THENCE 11.0 KM (6.85 MI) EASTERLY ALONG STATE HIGHWAY 126, NEAR
 EW4663'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 EW4663'HIGHWAY, 9.1 M (29.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 0.9 M
 EW4663'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4659 ***********************************************************************
 EW4659  DESIGNATION -  096 67330
 EW4659  PID         -  EW4659
 EW4659  STATE/COUNTY-  CA/LOS ANGELES
 EW4659  USGS QUAD   -  VAL VERDE (1991)
 EW4659
 EW4659                         *CURRENT SURVEY CONTROL
 EW4659  ___________________________________________________________________
 EW4659* NAD 83(1986)-  34 24 37.     (N)    118 40 20.     (W)     SCALED    
 EW4659* NAVD 88     -       274.247  (meters)     899.76   (feet)  ADJUSTED  
 EW4659  ___________________________________________________________________
 EW4659  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EW4659  DYNAMIC HT  -         273.944 (meters)     898.76  (feet)  COMP
 EW4659  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 EW4659
 EW4659  VERT ORDER  -  FIRST     CLASS I
 EW4659
 EW4659.The horizontal coordinates were scaled from a topographic map and have
 EW4659.an estimated accuracy of +/- 6 seconds.
 EW4659
 EW4659.The orthometric height was determined by differential leveling
 EW4659.and adjusted in June 1995.
 EW4659
 EW4659.The geoid height was determined by GEOID03.
 EW4659
 EW4659.The dynamic height is computed by dividing the NAVD 88
 EW4659.geopotential number by the normal gravity value computed on the
 EW4659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4659.degrees latitude (g = 980.6199 gals.).
 EW4659
 EW4659.The modeled gravity was interpolated from observed gravity values.
 EW4659
 EW4659;                    North         East    Units  Estimated Accuracy
 EW4659;SPC CA 5     -   601,180.    1,938,200.      MT  (+/- 180 meters Scaled)
 EW4659
 EW4659                          SUPERSEDED SURVEY CONTROL
 EW4659
 EW4659  NAVD 88 (06/15/91)  274.204  (m)          899.62   (f) UNKNOWN     1 1
 EW4659  NGVD 29 (??/??/92)  273.402  (m)          896.99   (f) ADJ UNCH    1 1
 EW4659
 EW4659.Superseded values are not recommended for survey control.
 EW4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4659.See file dsdata.txt to determine how the superseded data were derived.
 EW4659
 EW4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU463089(NAD 83)
 EW4659_MARKER: DD = SURVEY DISK
 EW4659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4659_SP_SET: RETAINING WALL
 EW4659_STAMPING: BM 096-67330-1964 L.A.C.F.C.D.
 EW4659_MARK LOGO: LACFCD
 EW4659_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4659+STABILITY: SURFACE MOTION
 EW4659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4659+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4659
 EW4659  HISTORY     - Date     Condition        Report By
 EW4659  HISTORY     - 1964     MONUMENTED       CA-037
 EW4659  HISTORY     - 1971     GOOD             NGS
 EW4659  HISTORY     - 1971     GOOD             CA-037
 EW4659  HISTORY     - 1977     GOOD             NGS
 EW4659  HISTORY     - 19890511 GOOD             NGS
 EW4659  HISTORY     - 19940705 GOOD             NGS
 EW4659
 EW4659                          STATION DESCRIPTION
 EW4659
 EW4659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4659'4 MI SW FROM CASTAIC JUNCTION.
 EW4659'4.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4659'FIRE STATION AT CASTAIC JUNCTION, 0.15 MILE WEST OF THE JUNCTION
 EW4659'OF STATE HIGHWAY 126 AND SAN MARTINEZ GRANDE CANYON ROAD, 5 POLES
 EW4659'WEST OF MILE POLE 440, 3 POLES EAST OF MAYO SIDING SIGN, 46.2
 EW4659'FEET NORTH OF THE NORTH RAIL, 26 FEET SOUTH OF THE CENTER LINE
 EW4659'OF STATE HIGHWAY 126, IN THE TOP AND 0.7 FOOT NORTHWEST OF THE
 EW4659'SOUTHEAST CORNER OF A 6 1/2 X 13 1/2-FOOT CONCRETE MAN HOLE
 EW4659'COVER WHICH PROJECTS 0.2 FOOT, ABOUT 3 1/2 FEET HIGHER THAN THE
 EW4659'TRACK.
 EW4659
 EW4659                          STATION RECOVERY (1971)
 EW4659
 EW4659'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4659'RECOVERED IN GOOD CONDITION.
 EW4659
 EW4659                          STATION RECOVERY (1977)
 EW4659
 EW4659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4659'RECOVERED IN GOOD CONDITION.
 EW4659
 EW4659                          STATION RECOVERY (1989)
 EW4659
 EW4659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4659'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.1 KM
 EW4659'(4.40 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF OLD
 EW4659'ROAD IN CASTAIC JUNCTION, IN THE SOUTHEAST CORNER OF A 7 BY 14 FOOT
 EW4659'CONCRETE FOUNDATION FOR A MANHOLE COVER, 11.6 M (38.1 FT) SOUTHEAST OF
 EW4659'THE CENTER OF THE HIGHWAY, 5.9 M (19.4 FT) NORTHEAST OF A GUY LINE
 EW4659'POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M
 EW4659'(0.7 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE FOUNDATION.
 EW4659
 EW4659                          STATION RECOVERY (1994)
 EW4659
 EW4659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4659'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4659'PIRU, THENCE 12.1 KM (7.50 MI) EASTERLY ALONG STATE HIGHWAY 126, NEAR
 EW4659'THE SOUTHEAST CORNER OF A CONCRETE RETAINING WALL OF A 6 BY 14-FOOT
 EW4659'PIT WITH A MANHOLE NEAR THE CENTER, 11.4 M (37.4 FT) SOUTHEAST OF THE
 EW4659'HIGHWAY CENTERLINE, 5.8 M (19.0 FT) NORTHEAST OF A UTILITY POLE WITH A
 EW4659'GUY CABLE ATTACHED, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4655 ***********************************************************************
 EW4655  DESIGNATION -  096 67880
 EW4655  PID         -  EW4655
 EW4655  STATE/COUNTY-  CA/LOS ANGELES
 EW4655  USGS QUAD   -  VAL VERDE (1991)
 EW4655
 EW4655                         *CURRENT SURVEY CONTROL
 EW4655  ___________________________________________________________________
 EW4655* NAD 83(1986)-  34 25 04.     (N)    118 39 27.     (W)     SCALED    
 EW4655* NAVD 88     -       282.310  (meters)     926.21   (feet)  ADJUSTED  
 EW4655  ___________________________________________________________________
 EW4655  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW4655  DYNAMIC HT  -         281.999 (meters)     925.19  (feet)  COMP
 EW4655  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 EW4655
 EW4655  VERT ORDER  -  FIRST     CLASS I
 EW4655
 EW4655.The horizontal coordinates were scaled from a topographic map and have
 EW4655.an estimated accuracy of +/- 6 seconds.
 EW4655
 EW4655.The orthometric height was determined by differential leveling
 EW4655.and adjusted in June 1991.
 EW4655
 EW4655.The geoid height was determined by GEOID03.
 EW4655
 EW4655.The dynamic height is computed by dividing the NAVD 88
 EW4655.geopotential number by the normal gravity value computed on the
 EW4655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4655.degrees latitude (g = 980.6199 gals.).
 EW4655
 EW4655.The modeled gravity was interpolated from observed gravity values.
 EW4655
 EW4655;                    North         East    Units  Estimated Accuracy
 EW4655;SPC CA 5     -   602,000.    1,939,560.      MT  (+/- 180 meters Scaled)
 EW4655
 EW4655                          SUPERSEDED SURVEY CONTROL
 EW4655
 EW4655  NGVD 29 (??/??/92)  281.519  (m)          923.62   (f) ADJ UNCH    1 1
 EW4655
 EW4655.Superseded values are not recommended for survey control.
 EW4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4655.See file dsdata.txt to determine how the superseded data were derived.
 EW4655
 EW4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU476097(NAD 83)
 EW4655_MARKER: DB = BENCH MARK DISK
 EW4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4655_SP_SET: CONCRETE POST
 EW4655_STAMPING: BM 096-67880 1964
 EW4655_MARK LOGO: LACFCD
 EW4655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4655+STABILITY: SURFACE MOTION
 EW4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4655+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 EW4655
 EW4655  HISTORY     - Date     Condition        Report By
 EW4655  HISTORY     - 1964     MONUMENTED       CA-037
 EW4655  HISTORY     - 1971     GOOD             NGS
 EW4655  HISTORY     - 1971     GOOD             CA-037
 EW4655  HISTORY     - 1977     GOOD             NGS
 EW4655  HISTORY     - 19890511 GOOD             NGS
 EW4655  HISTORY     - 19940705 MARK NOT FOUND   NGS
 EW4655
 EW4655                          STATION DESCRIPTION
 EW4655
 EW4655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4655'3 MI SW FROM CASTAIC JUNCTION.
 EW4655'3.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4655'FIRE STATION AT CASTAIC, 3 POLES SOUTHWEST OF MILE POLE 441, 8.9
 EW4655'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31.6 FEET SOUTHWEST OF THE
 EW4655'SOUTH CORNER OF WOODEN BRIDGE 440.85, 6 FEET NORTHWEST OF A
 EW4655'TELEPHONE POLE, 5.3 FEET SOUTHWEST OF RAILROAD MILEAGE MARKER
 EW4655'PIPE 440.85, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 EW4655'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 EW4655'PROJECTS 0.2 FOOT.
 EW4655
 EW4655                          STATION RECOVERY (1971)
 EW4655
 EW4655'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4655'RECOVERED IN GOOD CONDITION.
 EW4655
 EW4655                          STATION RECOVERY (1977)
 EW4655
 EW4655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4655'RECOVERED IN GOOD CONDITION.
 EW4655
 EW4655                          STATION RECOVERY (1989)
 EW4655
 EW4655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4655'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.5 KM
 EW4655'(3.40 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF OLD
 EW4655'ROAD IN CASTAIC JUNCTION, 71.0 M (232.9 FT) SOUTHEAST OF THE
 EW4655'CENTERLINE OF THE HIGHWAY, 9.9 M (32.5 FT) SOUTHWEST OF THE SOUTH
 EW4655'CORNER OF A WOODEN BRIDGE, 3.2 M (10.5 FT) SOUTHEAST OF THE CENTER OF
 EW4655'A GRAVELED ROAD, 0.6 M (2.0 FT) NORTHEAST OF A 2-INCH PIPE THAT
 EW4655'PROJECTS 0.9 M (3.0 FT),  AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 EW4655'ROAD.
 EW4655
 EW4655                          STATION RECOVERY (1994)
 EW4655
 EW4655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4655'A BROKEN POST WAS FOUND AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4648 ***********************************************************************
 EW4648  DESIGNATION -  096 68340
 EW4648  PID         -  EW4648
 EW4648  STATE/COUNTY-  CA/LOS ANGELES
 EW4648  USGS QUAD   -  VAL VERDE (1991)
 EW4648
 EW4648                         *CURRENT SURVEY CONTROL
 EW4648  ___________________________________________________________________
 EW4648* NAD 83(1986)-  34 25 29.     (N)    118 38 23.     (W)     SCALED    
 EW4648* NAVD 88     -       289.579  (meters)     950.06   (feet)  READJUSTED
 EW4648  ___________________________________________________________________
 EW4648  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW4648  DYNAMIC HT  -         289.260 (meters)     949.01  (feet)  COMP
 EW4648  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 EW4648  OBS GRAVITY -     979,524.4   (mgal)                       GRAV_OBS
 EW4648
 EW4648  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4648
 EW4648.The horizontal coordinates were scaled from a topographic map and have
 EW4648.an estimated accuracy of +/- 6 seconds.
 EW4648
 EW4648.The orthometric height was determined by differential leveling
 EW4648.and adjusted in February 1993.
 EW4648.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4648.distribution rate of 1.1 thru 2.0 mm/km.
 EW4648.The height was derived from older observations constrained to new
 EW4648.heights in a crustal motion area.  The height is approximate in
 EW4648.relation to other heights in its vicinity.
 EW4648
 EW4648.The geoid height was determined by GEOID03.
 EW4648
 EW4648.The dynamic height is computed by dividing the NAVD 88
 EW4648.geopotential number by the normal gravity value computed on the
 EW4648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4648.degrees latitude (g = 980.6199 gals.).
 EW4648
 EW4648.The modeled gravity was interpolated from observed gravity values.
 EW4648.The observed gravity was obtained from relative gravimeter ties
 EW4648.to the IGSN71 gravity network.
 EW4648
 EW4648;                    North         East    Units  Estimated Accuracy
 EW4648;SPC CA 5     -   602,760.    1,941,200.      MT  (+/- 180 meters Scaled)
 EW4648
 EW4648                          SUPERSEDED SURVEY CONTROL
 EW4648
 EW4648  NGVD 29 (??/??/92)  288.786  (m)          947.46   (f) ADJ UNCH    1 1
 EW4648
 EW4648.Superseded values are not recommended for survey control.
 EW4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4648.See file dsdata.txt to determine how the superseded data were derived.
 EW4648
 EW4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU493104(NAD 83)
 EW4648_MARKER: DD = SURVEY DISK
 EW4648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4648_STAMPING: BM 096-68340 1964
 EW4648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4648+STABILITY: SURFACE MOTION
 EW4648
 EW4648  HISTORY     - Date     Condition        Report By
 EW4648  HISTORY     - 1964     MONUMENTED       CA-037
 EW4648  HISTORY     - 1971     GOOD             NGS
 EW4648  HISTORY     - 1971     GOOD             CA-037
 EW4648  HISTORY     - 1977     GOOD             NGS
 EW4648  HISTORY     - 19890501 MARK NOT FOUND   NGS
 EW4648
 EW4648                          STATION DESCRIPTION
 EW4648
 EW4648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4648'2 MI SW FROM CASTAIC JUNCTION.
 EW4648'1.95 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4648'FIRE STATION AT CASTAIC JUNCTION, 0.2 MILE SOUTHWEST OF THE
 EW4648'CROSSING OF AN ASPHALT ROAD LEADING SOUTH TO HUMBLE OIL CO.
 EW4648'CASTAIC JUNCTION FIELD, 43.3 FEET SOUTHEAST OF THE SOUTHEAST
 EW4648'RAIL, 2 FEET SOUTHEAST OF THE FIRST POLE EAST OF MILE POLE
 EW4648'442, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW4648'TRACK AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EW4648
 EW4648                          STATION RECOVERY (1971)
 EW4648
 EW4648'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4648'RECOVERED IN GOOD CONDITION.
 EW4648
 EW4648                          STATION RECOVERY (1977)
 EW4648
 EW4648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4648'RECOVERED IN GOOD CONDITION.
 EW4648
 EW4648                          STATION RECOVERY (1989)
 EW4648
 EW4648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4647 ***********************************************************************
 EW4647  DESIGNATION -  096 68640 LACFCD
 EW4647  PID         -  EW4647
 EW4647  STATE/COUNTY-  CA/LOS ANGELES
 EW4647  USGS QUAD   -  VAL VERDE (1991)
 EW4647
 EW4647                         *CURRENT SURVEY CONTROL
 EW4647  ___________________________________________________________________
 EW4647* NAD 83(1986)-  34 25 35.     (N)    118 38 01.     (W)     SCALED    
 EW4647* NAVD 88     -       294.65   (+/-2cm)     966.7    (feet)  VERTCON   
 EW4647  ___________________________________________________________________
 EW4647  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW4647  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4647
 EW4647.The horizontal coordinates were scaled from a topographic map and have
 EW4647.an estimated accuracy of +/- 6 seconds.
 EW4647
 EW4647.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4647.The vertical order pertains to the NGVD 29 superseded value.
 EW4647
 EW4647.The geoid height was determined by GEOID03.
 EW4647
 EW4647;                    North         East    Units  Estimated Accuracy
 EW4647;SPC CA 5     -   602,940.    1,941,760.      MT  (+/- 180 meters Scaled)
 EW4647
 EW4647                          SUPERSEDED SURVEY CONTROL
 EW4647
 EW4647  NGVD 29 (??/??/92)  293.85   (m)          964.1    (f) COMPUTED    1 1
 EW4647
 EW4647.Superseded values are not recommended for survey control.
 EW4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4647.See file dsdata.txt to determine how the superseded data were derived.
 EW4647
 EW4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU498106(NAD 83)
 EW4647_MARKER: N = NAIL
 EW4647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4647_SP_SET: WALL
 EW4647_STAMPING: BM 096-68640
 EW4647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4647
 EW4647  HISTORY     - Date     Condition        Report By
 EW4647  HISTORY     - UNK      MONUMENTED       CA-037
 EW4647  HISTORY     - 1968     GOOD             CA-037
 EW4647  HISTORY     - 1971     GOOD             CA-037
 EW4647
 EW4647                          STATION DESCRIPTION
 EW4647
 EW4647'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4647'1.6 MI SW FROM CASTAIC JUNCTION.
 EW4647'SANGUS-VENTURA RD, 1.9 MI W OF GOLDEN STATE FREEWAY, 0.2 MI
 EW4647'W OF CASTAIC CREEK BRIDGE NO. 53-93, 137.5 FT S OF S RAIL OF
 EW4647'SANTA PAULA BRANCH OF THE SOUTHERN PACIFIC RR.  SET IN THE TOP
 EW4647'OF CONCRETE WALL FORMING A 10 FOOT SQUARE PIT AROUND HUMBLE
 EW4647'OIL AND REFINING CO. WELL NO. 9.  LEAD AROUND NAIL.
 EW4647
 EW4647                          STATION RECOVERY (1971)
 EW4647
 EW4647'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4646 ***********************************************************************
 EW4646  DESIGNATION -  096 68870
 EW4646  PID         -  EW4646
 EW4646  STATE/COUNTY-  CA/LOS ANGELES
 EW4646  USGS QUAD   -  VAL VERDE (1991)
 EW4646
 EW4646                         *CURRENT SURVEY CONTROL
 EW4646  ___________________________________________________________________
 EW4646* NAD 83(1986)-  34 25 42.     (N)    118 37 40.     (W)     SCALED    
 EW4646* NAVD 88     -       298.315  (meters)     978.72   (feet)  ADJUSTED  
 EW4646  ___________________________________________________________________
 EW4646  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EW4646  DYNAMIC HT  -         297.984 (meters)     977.64  (feet)  COMP
 EW4646  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 EW4646
 EW4646  VERT ORDER  -  FIRST     CLASS I
 EW4646
 EW4646.The horizontal coordinates were scaled from a topographic map and have
 EW4646.an estimated accuracy of +/- 6 seconds.
 EW4646
 EW4646.The orthometric height was determined by differential leveling
 EW4646.and adjusted in June 1991.
 EW4646.WARNING-Repeat measurements at this control monument indicate possible
 EW4646.vertical movement.
 EW4646
 EW4646.The geoid height was determined by GEOID03.
 EW4646
 EW4646.The dynamic height is computed by dividing the NAVD 88
 EW4646.geopotential number by the normal gravity value computed on the
 EW4646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4646.degrees latitude (g = 980.6199 gals.).
 EW4646
 EW4646.The modeled gravity was interpolated from observed gravity values.
 EW4646
 EW4646;                    North         East    Units  Estimated Accuracy
 EW4646;SPC CA 5     -   603,160.    1,942,300.      MT  (+/- 180 meters Scaled)
 EW4646
 EW4646                          SUPERSEDED SURVEY CONTROL
 EW4646
 EW4646  NGVD 29 (??/??/92)  297.505  (m)          976.06   (f) ADJ UNCH    1 1
 EW4646
 EW4646.Superseded values are not recommended for survey control.
 EW4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4646.See file dsdata.txt to determine how the superseded data were derived.
 EW4646
 EW4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU504108(NAD 83)
 EW4646_MARKER: DD = SURVEY DISK
 EW4646_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4646_SP_SET: BRIDGE CURB
 EW4646_STAMPING: BM 096-68870
 EW4646_MARK LOGO: LACFCD
 EW4646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4646+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 EW4646
 EW4646  HISTORY     - Date     Condition        Report By
 EW4646  HISTORY     - UNK      MONUMENTED       CA-037
 EW4646  HISTORY     - 1971     GOOD             NGS
 EW4646  HISTORY     - 1977     GOOD             NGS
 EW4646  HISTORY     - 19890501 GOOD             NGS
 EW4646  HISTORY     - 19940705 MARK NOT FOUND   NGS
 EW4646
 EW4646                          STATION DESCRIPTION
 EW4646
 EW4646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4646'1.2 MI SW FROM CASTAIC JUNCTION.
 EW4646'1.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW4646'THE FIRE STATION AT CASTAIC JUNCTION, DIRECTLY OPPOSITE THE
 EW4646'NORTHEAST END OF A LONG WOODEN RAILROAD TRESTLE, IN THE TOP
 EW4646'AND 2.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 EW4646'CONCRETE GUARD RAIL OF STATE HIGHWAY 126 BRIDGE OVER CASTAIC
 EW4646'CREEK, 14 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EW4646'75 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD AND
 EW4646'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 EW4646
 EW4646                          STATION RECOVERY (1977)
 EW4646
 EW4646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4646'RECOVERED IN GOOD CONDITION.
 EW4646
 EW4646                          STATION RECOVERY (1989)
 EW4646
 EW4646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4646'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM
 EW4646'(1.50 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH OLD
 EW4646'ROAD IN CASTAIC JUNCTION, IN TOP OF AND 0.7 M (2.3 FT) SOUTHWEST OF
 EW4646'THE NORTHEAST END OF THE SOUTHEAST CONCRETE CURBING THE HIGHWAY BRIDGE
 EW4646'SPANNING CASTAIC CREEK, 4.3 M (14.1 FT) SOUTHEAST OF THE CENTERLINE OF
 EW4646'THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 EW4646
 EW4646                          STATION RECOVERY (1994)
 EW4646
 EW4646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4646'THE GUARDRAIL AND CURB HAVE BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0676 ***********************************************************************
 DC0676  DESIGNATION -  1
 DC0676  PID         -  DC0676
 DC0676  STATE/COUNTY-  CA/SAN DIEGO
 DC0676  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC0676
 DC0676                         *CURRENT SURVEY CONTROL
 DC0676  ___________________________________________________________________
 DC0676* NAD 83(1986)-  32 34 03.     (N)    117 06 19.     (W)     SCALED    
 DC0676* NAVD 88     -         8.78   (+/-2cm)      28.8    (feet)  VERTCON   
 DC0676  ___________________________________________________________________
 DC0676  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DC0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0676
 DC0676.The horizontal coordinates were scaled from a topographic map and have
 DC0676.an estimated accuracy of +/- 6 seconds.
 DC0676
 DC0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0676.The vertical order pertains to the NGVD 29 superseded value.
 DC0676
 DC0676.The geoid height was determined by GEOID03.
 DC0676
 DC0676;                    North         East    Units  Estimated Accuracy
 DC0676;SPC CA 6     -   544,780.    1,919,680.      MT  (+/- 180 meters Scaled)
 DC0676
 DC0676                          SUPERSEDED SURVEY CONTROL
 DC0676
 DC0676  NGVD 29 (??/??/??)    8.134  (m)           26.69   (f) ADJUSTED    1 2
 DC0676
 DC0676.Superseded values are not recommended for survey control.
 DC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0676.See file dsdata.txt to determine how the superseded data were derived.
 DC0676
 DC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS901033(NAD 83)
 DC0676_MARKER: Z = SEE DESCRIPTION
 DC0676_SETTING: 0 = UNSPECIFIED SETTING
 DC0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0676
 DC0676  HISTORY     - Date     Condition        Report By
 DC0676  HISTORY     - UNK      MONUMENTED       RBNF
 DC0676  HISTORY     - 1974     POOR             NGS
 DC0676
 DC0676                          STATION DESCRIPTION
 DC0676
 DC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DC0676'1 MI S FROM IMPERIAL BEACH.
 DC0676'THE MARK WAS SEARCHED FOR USING A DESCRIPTION PROVIDED BY
 DC0676'ROCKVILLE OVER THE PHONE AND POSSIBLY FOUND.  THE SEARCH WAS
 DC0676'CONDUCTED AT THE MAIN GATE TO THE NAVAL AIR STATION AT IMPERIAL
 DC0676'BEACH.  A COPPER ROD WAS FOUND IN THE APPROXIMATE DESCRIBED
 DC0676'LOCATION.  BUILDING 94 WAS NOT LOCATED NOR WAS THE FENCE.  THE
 DC0676'ROD WAS 49 FEET NORTHWEST OF THE PRESENT GUARD HOUSE.  THE GUARD
 DC0676'HOUSE MAY HAVE BEEN RELOCATED IN RECENT CONSTRUCTION.  A COPPER
 DC0676'ROD WAS FOUND DISTURBED AND BENT HORIZONTAL PARALLEL WITH THE
 DC0676'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0671 ***********************************************************************
 DX0671  DESIGNATION -  1
 DX0671  PID         -  DX0671
 DX0671  STATE/COUNTY-  CA/RIVERSIDE
 DX0671  USGS QUAD   -  INDIO (1972)
 DX0671
 DX0671                         *CURRENT SURVEY CONTROL
 DX0671  ___________________________________________________________________
 DX0671* NAD 83(1986)-  33 41 33.     (N)    116 11 06.     (W)     SCALED    
 DX0671* NAVD 88     -       -14.37   (+/-2cm)     -47.1    (feet)  VERTCON   
 DX0671  ___________________________________________________________________
 DX0671  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DX0671  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0671
 DX0671.The horizontal coordinates were scaled from a topographic map and have
 DX0671.an estimated accuracy of +/- 6 seconds.
 DX0671
 DX0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0671.The vertical order pertains to the NGVD 29 superseded value.
 DX0671
 DX0671.The geoid height was determined by GEOID03.
 DX0671
 DX0671;                    North         East    Units  Estimated Accuracy
 DX0671;SPC CA 6     -   669,220.    2,006,030.      MT  (+/- 180 meters Scaled)
 DX0671
 DX0671                          SUPERSEDED SURVEY CONTROL
 DX0671
 DX0671  NGVD 29 (??/??/??)  -15.040  (m)          -49.34   (f) ADJUSTED    1 2
 DX0671
 DX0671.Superseded values are not recommended for survey control.
 DX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0671.See file dsdata.txt to determine how the superseded data were derived.
 DX0671
 DX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT755283(NAD 83)
 DX0671_MARKER: DD = SURVEY DISK
 DX0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0671+STABILITY: SURFACE MOTION
 DX0671
 DX0671  HISTORY     - Date     Condition        Report By
 DX0671  HISTORY     - UNK      MONUMENTED       CADH
 DX0671  HISTORY     - 1955     GOOD             NGS
 DX0671
 DX0671                          STATION DESCRIPTION
 DX0671
 DX0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0671'1.1 MI NW FROM COACHELLA.
 DX0671'1.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DX0671'FROM THE STATION AT COACHELLA, ALONG U.S. HIGHWAY 99 AND STATE
 DX0671'HIGHWAY 111, AT THE T JUNCTION OF AVENUE 49 LEADING WEST, BETWEEN
 DX0671'THE TWO TRAFFIC LANES, AT THE ASPHALT TRAFFIC TURN LANE
 DX0671'(CONNECTING THE TRAFFIC LANES), 26.1 FEET SOUTHWEST OF THE CENTER
 DX0671'LINE OF THE NORTH BOUND TRAFFIC LANES, 19.8 FEET NORTHEAST OF
 DX0671'THE CENTER LINE OF THE SOUTH BOUND TRAFFIC LANES, 25 1/2 FEET
 DX0671'SOUTHEAST OF THE PROLONGATION OF THE CENTER LINE OF THE AVENUE,
 DX0671'ABOUT LEVEL WITH THE ASPHALT TRAFFIC TURN LANE, AND SET IN THE
 DX0671'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1147 ***********************************************************************
 EV1147  DESIGNATION -  1
 EV1147  PID         -  EV1147
 EV1147  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1147  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1147
 EV1147                         *CURRENT SURVEY CONTROL
 EV1147  ___________________________________________________________________
 EV1147* NAD 83(1986)-  34 04 49.     (N)    117 17 39.     (W)     SCALED    
 EV1147* NAVD 88     -       301.64   (+/-2cm)     989.6    (feet)  VERTCON   
 EV1147  ___________________________________________________________________
 EV1147  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EV1147  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1147
 EV1147.The horizontal coordinates were scaled from a topographic map and have
 EV1147.an estimated accuracy of +/- 6 seconds.
 EV1147
 EV1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1147.The vertical order pertains to the NGVD 29 superseded value.
 EV1147
 EV1147.The geoid height was determined by GEOID03.
 EV1147
 EV1147;                    North         East    Units  Estimated Accuracy
 EV1147;SPC CA 5     -   564,600.    2,065,150.      MT  (+/- 180 meters Scaled)
 EV1147
 EV1147                          SUPERSEDED SURVEY CONTROL
 EV1147
 EV1147  NGVD 29 (??/??/92)  300.862  (m)          987.08   (f) ADJ UNCH    1 2
 EV1147
 EV1147.Superseded values are not recommended for survey control.
 EV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1147.See file dsdata.txt to determine how the superseded data were derived.
 EV1147
 EV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728710(NAD 83)
 EV1147_MARKER: N = NAIL
 EV1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1147_SP_SET: BRIDGE
 EV1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1147
 EV1147  HISTORY     - Date     Condition        Report By
 EV1147  HISTORY     - UNK      MONUMENTED       DOD
 EV1147  HISTORY     - 1956     GOOD             NGS
 EV1147  HISTORY     - 1979     MARK NOT FOUND   USGS
 EV1147
 EV1147                          STATION DESCRIPTION
 EV1147
 EV1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1147'AT SAN BERNARDINO.
 EV1147'AT SAN BERNARDINO, 1.1 MILES NORTH ALONG E STREET FROM THE Y JUNCTION
 EV1147'OF U.S. HIGHWAY 99, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL
 EV1147'OF WOODEN BRIDGE 54-254, 154 1/2 FEET NORTHWEST OF THE CENTER
 EV1147'OF THE T JUNCTION OF CLINE STREET, 21.9 FEET WEST OF THE CENTER LINE
 EV1147'OF E STREET, 2.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE WING
 EV1147'WALL, 3.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE,
 EV1147'AND ABOUT 1/2 FOOT LOWER THAN THE STREET.
 EV1147
 EV1147                          STATION RECOVERY (1979)
 EV1147
 EV1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0118 ***********************************************************************
 LV0118  DESIGNATION -  1
 LV0118  PID         -  LV0118
 LV0118  STATE/COUNTY-  CA/DEL NORTE
 LV0118  USGS QUAD   -  SISTER ROCKS (1966)
 LV0118
 LV0118                         *CURRENT SURVEY CONTROL
 LV0118  ___________________________________________________________________
 LV0118* NAD 83(1986)-  41 44 54.     (N)    124 12 03.     (W)     SCALED    
 LV0118* NAVD 88     -         3.662  (meters)      12.01   (feet)  ADJUSTED  
 LV0118  ___________________________________________________________________
 LV0118  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 LV0118  DYNAMIC HT  -           3.661 (meters)      12.01  (feet)  COMP
 LV0118  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LV0118
 LV0118  VERT ORDER  -  FIRST     CLASS II
 LV0118
 LV0118.The horizontal coordinates were scaled from a topographic map and have
 LV0118.an estimated accuracy of +/- 6 seconds.
 LV0118
 LV0118.The orthometric height was determined by differential leveling
 LV0118.and adjusted in June 1991.
 LV0118.WARNING-Repeat measurements at this control monument indicate possible
 LV0118.vertical movement.
 LV0118
 LV0118.The geoid height was determined by GEOID03.
 LV0118
 LV0118.The dynamic height is computed by dividing the NAVD 88
 LV0118.geopotential number by the normal gravity value computed on the
 LV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0118.degrees latitude (g = 980.6199 gals.).
 LV0118
 LV0118.The modeled gravity was interpolated from observed gravity values.
 LV0118
 LV0118;                    North         East    Units  Estimated Accuracy
 LV0118;SPC CA 1     -   770,470.    1,816,960.      MT  (+/- 180 meters Scaled)
 LV0118
 LV0118                          SUPERSEDED SURVEY CONTROL
 LV0118
 LV0118  NGVD 29 (12/02/92)    2.642  (m)            8.67   (f) ADJUSTED    1 2
 LV0118
 LV0118.Superseded values are not recommended for survey control.
 LV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0118.See file dsdata.txt to determine how the superseded data were derived.
 LV0118
 LV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM001225(NAD 83)
 LV0118_MARKER: DD = SURVEY DISK
 LV0118_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0118_SP_SET: CURB
 LV0118_STAMPING: 1
 LV0118_MARK LOGO: USE   
 LV0118_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0118+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0118
 LV0118  HISTORY     - Date     Condition        Report By
 LV0118  HISTORY     - UNK      MONUMENTED       DOD
 LV0118  HISTORY     - 1967     GOOD             NGS
 LV0118  HISTORY     - 1988     GOOD             NGS
 LV0118  HISTORY     - 19940629 GOOD             CADT
 LV0118
 LV0118                          STATION DESCRIPTION
 LV0118
 LV0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0118'AT CRESCENT CITY.
 LV0118'AT CRESCENT CITY, IN THE TOP OF THE SOUTHEAST CONCRETE CURB OF
 LV0118'FRONT STREET, IN LINE WITH THE EXTENDED CENTER LINE OF D STREET,
 LV0118'48 FEET SOUTHEAST OF THE CENTER LINE OF FRONT STREET, 47 FEET
 LV0118'NORTHEAST OF THE EAST CORNER OF AN OFFICE BUILDING, 25 FEET
 LV0118'SOUTHWEST OF BENCH MARK TIDAL 6, AND ABOUT LEVEL WITH THE STREET.
 LV0118
 LV0118                          STATION RECOVERY (1988)
 LV0118
 LV0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0118'RECOVERED IN GOOD CONDITION.
 LV0118
 LV0118                          STATION RECOVERY (1994)
 LV0118
 LV0118'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0018 ***********************************************************************
 DX0018  DESIGNATION -  1
 DX0018  PID         -  DX0018
 DX0018  STATE/COUNTY-  CA/RIVERSIDE
 DX0018  USGS QUAD   -  TORO PEAK (1996)
 DX0018
 DX0018                         *CURRENT SURVEY CONTROL
 DX0018  ___________________________________________________________________
 DX0018* NAD 83(1986)-  33 35 04.     (N)    116 25 37.     (W)     SCALED    
 DX0018* NAVD 88     -      1187.32   (+/-2cm)    3895.4    (feet)  VERTCON   
 DX0018  ___________________________________________________________________
 DX0018  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DX0018  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0018
 DX0018.The horizontal coordinates were scaled from a topographic map and have
 DX0018.an estimated accuracy of +/- 6 seconds.
 DX0018
 DX0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0018.The vertical order pertains to the NGVD 29 superseded value.
 DX0018
 DX0018.The geoid height was determined by GEOID03.
 DX0018
 DX0018;                    North         East    Units  Estimated Accuracy
 DX0018;SPC CA 6     -   657,250.    1,983,570.      MT  (+/- 180 meters Scaled)
 DX0018
 DX0018                          SUPERSEDED SURVEY CONTROL
 DX0018
 DX0018  NGVD 29 (??/??/??) 1186.460  (m)         3892.58   (f) ADJUSTED    1 2
 DX0018
 DX0018.Superseded values are not recommended for survey control.
 DX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0018.See file dsdata.txt to determine how the superseded data were derived.
 DX0018
 DX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT531162(NAD 83)
 DX0018_MARKER: P = PIPE CAP
 DX0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0018_SP_SET: SHALLOW-SET PIPE
 DX0018_STAMPING: NO 1
 DX0018_MARK LOGO: BPR   
 DX0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0018
 DX0018  HISTORY     - Date     Condition        Report By
 DX0018  HISTORY     - UNK      MONUMENTED       BPR
 DX0018  HISTORY     - 1956     GOOD             NGS
 DX0018  HISTORY     - 1986     GOOD             NGS
 DX0018  HISTORY     - 1987     GOOD             NGS
 DX0018  HISTORY     - 1988     GOOD             NGS
 DX0018  HISTORY     - 20040109 GOOD             USPSQD
 DX0018
 DX0018                          STATION DESCRIPTION
 DX0018
 DX0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0018'14.1 MI S FROM PALM DESERT.
 DX0018'14.1 MILES SOUTH ALONG STATE HIGHWAY 74 FROM THE POST OFFICE AT
 DX0018'PALM DESERT, ON THE SOUTHEAST BANK OF AND AT THE APPROXIMATE
 DX0018'CENTER OF A ROCK CUT, 172 FEET SOUTHWEST OF THE CENTER OF THE
 DX0018'EAST END OF CORRUGATED METAL PIPE CULVERT P-1.75, 79.8 FEET
 DX0018'NORTHEAST OF BENCH MARK H 587, 22.3 FEET SOUTHEAST OF THE CENTER
 DX0018'LINE OF THE HIGHWAY, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND
 DX0018'SCREWED ON THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT
 DX0018'ABOVE THE GROUND.  NOTE-- THE DISK IS SLANTING.  ROD WAS HELD OVER
 DX0018'THE LETTERS ATIO IN THE WORD ELEVATION.
 DX0018
 DX0018                          STATION RECOVERY (1986)
 DX0018
 DX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0018'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.77 KM (13.5
 DX0018'MI) SOUTH ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF STATE HIGHWAY
 DX0018'111 IN PALM DESERT, ON THE SOUTHEAST BANK AND AT THE CENTER OF A ROCK
 DX0018'CUT.  A 2-1/2 INCH IRON PIPE WITH A BRONZE CAP SCREWED ON TOP, PIPE
 DX0018'PROJECTS 5-INCHES ABOVE THE ROCK SURFACE, 6.8 METERS (22.3 FT)
 DX0018'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 52.4 METERS (172 FT) SOUTHWEST
 DX0018'OF THE CENTER OF THE EAST END OF A PIPE CULVERT.
 DX0018'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DX0018'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 DX0018
 DX0018                          STATION RECOVERY (1987)
 DX0018
 DX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DX0018'RECOVERED IN GOOD CONDITION.
 DX0018
 DX0018                          STATION RECOVERY (1988)
 DX0018
 DX0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0018'RECOVERED IN GOOD CONDITION.
 DX0018
 DX0018                          STATION RECOVERY (2004)
 DX0018
 DX0018'RECOVERY NOTE BY US POWER SQUADRON 2004 (FAW)
 DX0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1670 ***********************************************************************
 DX1670  DESIGNATION -  1
 DX1670  PID         -  DX1670
 DX1670  STATE/COUNTY-  CA/ORANGE
 DX1670  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1670
 DX1670                         *CURRENT SURVEY CONTROL
 DX1670  ___________________________________________________________________
 DX1670* NAD 83(1986)-  33 35 39.     (N)    117 45 35.     (W)     SCALED    
 DX1670* NAVD 88     -        92.64   (+/-2cm)     303.9    (feet)  VERTCON   
 DX1670  ___________________________________________________________________
 DX1670  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DX1670  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1670
 DX1670.The horizontal coordinates were scaled from a topographic map and have
 DX1670.an estimated accuracy of +/- 6 seconds.
 DX1670
 DX1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1670.The vertical order pertains to the NGVD 29 superseded value.
 DX1670
 DX1670.The geoid height was determined by GEOID03.
 DX1670
 DX1670;                    North         East    Units  Estimated Accuracy
 DX1670;SPC CA 6     -   659,330.    1,859,880.      MT  (+/- 180 meters Scaled)
 DX1670
 DX1670                          SUPERSEDED SURVEY CONTROL
 DX1670
 DX1670  NGVD 29 (??/??/??)   91.919  (m)          301.57   (f) ADJUSTED    1 2
 DX1670
 DX1670.Superseded values are not recommended for survey control.
 DX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1670.See file dsdata.txt to determine how the superseded data were derived.
 DX1670
 DX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT295174(NAD 83)
 DX1670_MARKER: DD = SURVEY DISK
 DX1670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1670
 DX1670  HISTORY     - Date     Condition        Report By
 DX1670  HISTORY     - UNK      MONUMENTED       CADH
 DX1670  HISTORY     - 1955     GOOD             NGS
 DX1670  HISTORY     - 1958     GOOD             NGS
 DX1670
 DX1670                          STATION DESCRIPTION
 DX1670
 DX1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1670'4.1 MI N FROM LAGUNA BEACH.
 DX1670'4.1 MILES NORTH ALONG LAGUNA CANYON ROAD FROM THE POST OFFICE AT
 DX1670'LAGUNA BEACH, ON THE OUTSIDE OF A CURVE, AT A WOODEN GATE IN A
 DX1670'FENCE, 38.4 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET
 DX1670'NORTH OF THE NORTH GATEPOST, 1.6 FEET WEST OF A FENCE, 2.0 FEET
 DX1670'SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 DX1670'CEMENTED IN THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT
 DX1670'ABOVE THE GROUND.
 DX1670
 DX1670                          STATION RECOVERY (1958)
 DX1670
 DX1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1448 ***********************************************************************
 DX1448  DESIGNATION -  1
 DX1448  PID         -  DX1448
 DX1448  STATE/COUNTY-  CA/SAN DIEGO
 DX1448  USGS QUAD   -  MARGARITA PEAK (1988)
 DX1448
 DX1448                         *CURRENT SURVEY CONTROL
 DX1448  ___________________________________________________________________
 DX1448* NAD 83(1986)-  33 27 27.     (N)    117 24 03.     (W)     SCALED    
 DX1448* NAVD 88     -       817.25   (+/-2cm)    2681.3    (feet)  VERTCON   
 DX1448  ___________________________________________________________________
 DX1448  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DX1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1448
 DX1448.The horizontal coordinates were scaled from a topographic map and have
 DX1448.an estimated accuracy of +/- 6 seconds.
 DX1448
 DX1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1448.The vertical order pertains to the NGVD 29 superseded value.
 DX1448
 DX1448.The geoid height was determined by GEOID03.
 DX1448
 DX1448;                    North         East    Units  Estimated Accuracy
 DX1448;SPC CA 6     -   643,750.    1,893,020.      MT  (+/- 180 meters Scaled)
 DX1448
 DX1448                          SUPERSEDED SURVEY CONTROL
 DX1448
 DX1448  NGVD 29 (??/??/??)  816.490  (m)         2678.77   (f) ADJUSTED    2 0
 DX1448
 DX1448.Superseded values are not recommended for survey control.
 DX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1448.See file dsdata.txt to determine how the superseded data were derived.
 DX1448
 DX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT627020(NAD 83)
 DX1448_MARKER: P = PIPE CAP
 DX1448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1448_STAMPING: T8S R5W S28 1/2M-SM EF 1927
 DX1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1448
 DX1448  HISTORY     - Date     Condition        Report By
 DX1448  HISTORY     - 1927     MONUMENTED       BLM
 DX1448  HISTORY     - 1935     GOOD             NGS
 DX1448  HISTORY     - 1968     GOOD             USGS
 DX1448
 DX1448                          STATION DESCRIPTION
 DX1448
 DX1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1448'14.8 MI NE FROM SAN ONOFRE.
 DX1448'14.8 MI. N.E. ALONG THE SAN ONOFRE CANYON-MURIETTA ROAD, AT THE
 DX1448'WEST BOUNDARY OF CLEVELAND NATIONAL FOREST, 0.4 MILE SOUTHWEST
 DX1448'OF SIDE ROAD TO MARGARITA PEAK LOOKOUT, 26 FEET SOUTHEAST OF
 DX1448'CENTER OF ROAD, 8 FEET SOUTHEAST OF FOREST BOUNDARY SIGNPOST AND
 DX1448'ABOUT 7 FEET ABOVE ROAD GRADE.  A UNITED STATES GENERAL LAND
 DX1448'OFFICE STANDARD CAP, STAMPED T8S R5W S28 1/2M-SM EF 1927 AND
 DX1448'RIVETED ON THE TOP OF AN IRON PIPE.
 DX1448
 DX1448                          STATION RECOVERY (1968)
 DX1448
 DX1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DX1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0491 ***********************************************************************
 DY0491  DESIGNATION -  1
 DY0491  PID         -  DY0491
 DY0491  STATE/COUNTY-  CA/LOS ANGELES
 DY0491  USGS QUAD   -  LONG BEACH (1981)
 DY0491
 DY0491                         *CURRENT SURVEY CONTROL
 DY0491  ___________________________________________________________________
 DY0491* NAD 83(1986)-  33 48 02.     (N)    118 14 17.     (W)     SCALED    
 DY0491* NAVD 88     -        11.794  (meters)      38.69   (feet)  ADJUSTED  
 DY0491  ___________________________________________________________________
 DY0491  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0491  DYNAMIC HT  -          11.781 (meters)      38.65  (feet)  COMP
 DY0491  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 DY0491
 DY0491  VERT ORDER  -  FIRST     CLASS I
 DY0491
 DY0491.The horizontal coordinates were scaled from a topographic map and have
 DY0491.an estimated accuracy of +/- 6 seconds.
 DY0491
 DY0491.The orthometric height was determined by differential leveling
 DY0491.and adjusted in June 1995.
 DY0491.WARNING-Repeat measurements at this control monument indicate possible
 DY0491.vertical movement.
 DY0491
 DY0491.The geoid height was determined by GEOID03.
 DY0491
 DY0491.The dynamic height is computed by dividing the NAVD 88
 DY0491.geopotential number by the normal gravity value computed on the
 DY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0491.degrees latitude (g = 980.6199 gals.).
 DY0491
 DY0491.The modeled gravity was interpolated from observed gravity values.
 DY0491
 DY0491;                    North         East    Units  Estimated Accuracy
 DY0491;SPC CA 5     -   533,370.    1,977,960.      MT  (+/- 180 meters Scaled)
 DY0491
 DY0491                          SUPERSEDED SURVEY CONTROL
 DY0491
 DY0491  NAVD 88 (06/15/91)   11.815  (m)           38.76   (f) UNKNOWN     1 1
 DY0491
 DY0491.Superseded values are not recommended for survey control.
 DY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0491.See file dsdata.txt to determine how the superseded data were derived.
 DY0491
 DY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853407(NAD 83)
 DY0491_MARKER: DD = SURVEY DISK
 DY0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0491_SP_SET: CONCRETE POST
 DY0491_STAMPING: BM 1
 DY0491_MARK LOGO: CA-037
 DY0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0491+STABILITY: SURFACE MOTION
 DY0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0491+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0491
 DY0491  HISTORY     - Date     Condition        Report By
 DY0491  HISTORY     - UNK      MONUMENTED       CA-037
 DY0491  HISTORY     - 1968     GOOD             NGS
 DY0491  HISTORY     - 1978     GOOD             NGS
 DY0491  HISTORY     - 19890330 GOOD             NGS
 DY0491  HISTORY     - 19940728 GOOD             NGS
 DY0491
 DY0491                          STATION DESCRIPTION
 DY0491
 DY0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DY0491'NEAR WILMINGTON.
 DY0491'LA COUNTY NORTH OF WILMINGTON, 1.8 MI S OF THE SAN DIEGO FREEWAY,
 DY0491'ALAMADA STREET, ABOUT 0.65 MI S OF SEPULVEDA STREET, 41.5 FEET
 DY0491'N OF PP 4227833M, 13.0 FEET N OF THE CITY OF LOS ANGELES BOUNDARY
 DY0491'AND 1.5 FEET W OF THE W CURB OF ALAMEDA STREET, SET IN THE TOP
 DY0491'OF A 12 X 12 INCH CONCRETE POST ABOUT 3 INCHES BELOW THE LEVEL
 DY0491'OF THE CURB.
 DY0491
 DY0491                          STATION RECOVERY (1978)
 DY0491
 DY0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0491'RECOVERED IN GOOD CONDITION.
 DY0491
 DY0491                          STATION RECOVERY (1989)
 DY0491
 DY0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0491'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM
 DY0491'(0.70 MI) NORTHERLY ALONG ALAMEDA STREET FROM THE JUNCTION OF PACIFIC
 DY0491'COAST HIGHWAY (STATE HIGHWAY 1) IN CARSON, 15.0 M (49.2 FT) EAST OF
 DY0491'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 12.7 M (41.7 FT)
 DY0491'NORTH OF UTILITY POLE NUMBER D27883M WITH 2 GUY WIRES, 7.2 M (23.6
 DY0491'FT) WEST OF THE CENTERLINE OF THE STREET, 0.5 M (1.6 FT) WEST OF A
 DY0491'CURB, 0.25 M (0.8 FT) EAST OF THE BASE OF THE MOST NORTHERLY 1 OF 2
 DY0491'GUY WIRE ANCHORS, LEVEL WITH THE STREET, AND IN A CONCRETE MONUMENT
 DY0491'THAT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 DY0491
 DY0491                          STATION RECOVERY (1994)
 DY0491
 DY0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0491'IN CARSON, AT THE INTERSECTION OF WATSON ROAD AND ALAMEDA STREET,
 DY0491'142.7 M (468.2 FT) NORTHEAST OF THE CENTER OF THE ROAD, 61.3 M (201.1
 DY0491'FT) SOUTHWEST OF BENCH MARK K 970, 15.1 M (49.5 FT) SOUTHEAST OF THE
 DY0491'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 12.6 M (41.3 FT) NORTHEAST
 DY0491'OF UTILITY POLE NUMBER 3278833M WITH 3 GUY CABLES ATTACHED, 4.2 M
 DY0491'(13.8 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 DY0491'LANES OF THE STREET, 0.2 M (0.7 FT) EAST OF A GUY CABLE ANCHOR, AND
 DY0491'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1395 ***********************************************************************
 DX1395  DESIGNATION -  1
 DX1395  PID         -  DX1395
 DX1395  STATE/COUNTY-  CA/RIVERSIDE
 DX1395  USGS QUAD   -  PECHANGA (1988)
 DX1395
 DX1395                         *CURRENT SURVEY CONTROL
 DX1395  ___________________________________________________________________
 DX1395* NAD 83(1986)-  33 28 31.     (N)    117 07 07.     (W)     SCALED    
 DX1395* NAVD 88     -       312.25   (+/-2cm)    1024.4    (feet)  VERTCON   
 DX1395  ___________________________________________________________________
 DX1395  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DX1395  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1395
 DX1395.The horizontal coordinates were scaled from a topographic map and have
 DX1395.an estimated accuracy of +/- 6 seconds.
 DX1395
 DX1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1395.The vertical order pertains to the NGVD 29 superseded value.
 DX1395
 DX1395.The geoid height was determined by GEOID03.
 DX1395
 DX1395;                    North         East    Units  Estimated Accuracy
 DX1395;SPC CA 6     -   645,470.    1,919,270.      MT  (+/- 180 meters Scaled)
 DX1395
 DX1395                          SUPERSEDED SURVEY CONTROL
 DX1395
 DX1395  NGVD 29 (??/??/??)  311.545  (m)         1022.13   (f) ADJUSTED    1 2
 DX1395
 DX1395.Superseded values are not recommended for survey control.
 DX1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1395.See file dsdata.txt to determine how the superseded data were derived.
 DX1395
 DX1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT889039(NAD 83)
 DX1395_MARKER: P = PIPE CAP
 DX1395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1395_STAMPING: VAILCO  1021.71
 DX1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1395
 DX1395  HISTORY     - Date     Condition        Report By
 DX1395  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1395  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1395
 DX1395                          STATION DESCRIPTION
 DX1395
 DX1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1395'2.8 MI E FROM TEMECULA.
 DX1395'1.8 MILE SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1395'POST OFFICE AT TEMECULA, THENCE 1.0 MILE EAST ALONG STATE
 DX1395'HIGHWAY 71, 0.2 MILE EAST OF THE JUNCTION OF A DIRT ROAD
 DX1395'LEADING NORTHWEST, 0.1 MILE EAST OF THE JUNCTION OF A DIRT
 DX1395'ROAD LEADING SOUTH, AT THE SOUTHWEST CORNER OF A TURN IN THE
 DX1395'HIGHWAY.  A VAILCO MPANY CAP RIVETED TO THE TOP OF AN IRON
 DX1395'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0874 ***********************************************************************
 HR0874  DESIGNATION -  1
 HR0874  PID         -  HR0874
 HR0874  STATE/COUNTY-  CA/TUOLUMNE
 HR0874  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0874
 HR0874                         *CURRENT SURVEY CONTROL
 HR0874  ___________________________________________________________________
 HR0874* NAD 83(1986)-  37 51 55.     (N)    119 58 44.     (W)     SCALED    
 HR0874* NAVD 88     -      1164.20   (+/-2cm)    3819.5    (feet)  VERTCON   
 HR0874  ___________________________________________________________________
 HR0874  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HR0874  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0874
 HR0874.The horizontal coordinates were scaled from a topographic map and have
 HR0874.an estimated accuracy of +/- 6 seconds.
 HR0874
 HR0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0874.The vertical order pertains to the NGVD 29 superseded value.
 HR0874
 HR0874.The geoid height was determined by GEOID03.
 HR0874
 HR0874;                    North         East    Units  Estimated Accuracy
 HR0874;SPC CA 3     -   651,650.    2,045,850.      MT  (+/- 180 meters Scaled)
 HR0874
 HR0874                          SUPERSEDED SURVEY CONTROL
 HR0874
 HR0874  NGVD 29 (??/??/92) 1163.375  (m)         3816.84   (f) ADJ UNCH    1 2
 HR0874
 HR0874.Superseded values are not recommended for survey control.
 HR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0874.See file dsdata.txt to determine how the superseded data were derived.
 HR0874
 HR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB379950(NAD 83)
 HR0874_MARKER: DD = SURVEY DISK
 HR0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0874_STAMPING: 1
 HR0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0874+STABILITY: SURFACE MOTION
 HR0874
 HR0874  HISTORY     - Date     Condition        Report By
 HR0874  HISTORY     - UNK      MONUMENTED       HHWS
 HR0874  HISTORY     - 1956     GOOD             NGS
 HR0874
 HR0874                          STATION DESCRIPTION
 HR0874
 HR0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0874'4.5 MI SW FROM EARLY INTAKE.
 HR0874'4.5 MILES SOUTHWEST ALONG THE CHERRY VALLEY ACCESS ROAD FROM
 HR0874'THE STEEL PLATE GIRDER BRIDGE OVER THE TUOLUMNE RIVER AT EARLY
 HR0874'INTAKE, 0.1 MILE NORTHEAST OF THE INTERSECTION OF AN EAST-WEST
 HR0874'DIRT ROAD, ON THE OUTSIDE OF A CURVE, AT DREW MEADOWS, 146 1/2
 HR0874'FEET EAST OF AND ACROSS AN ASPHALT STOCKPILE FROM THE CENTER
 HR0874'LINE OF THE ROAD, 21 FEET NORTHWEST OF THE APPROXIMATE CENTER
 HR0874'OF DREW CREEK, 2.0 FEET WEST OF A WITNESS POST, ABOUT 3 FEET
 HR0874'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HR0874'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FS0686 ***********************************************************************
 FS0686  DESIGNATION -  1
 FS0686  PID         -  FS0686
 FS0686  STATE/COUNTY-  CA/SAN BERNARDINO
 FS0686  USGS QUAD   -  SOLOMONS KNOB (1983)
 FS0686
 FS0686                         *CURRENT SURVEY CONTROL
 FS0686  ___________________________________________________________________
 FS0686* NAD 83(1986)-  35 23 51.     (N)    115 48 41.     (W)     SCALED    
 FS0686* NAVD 88     -      1207.72   (+/-2cm)    3962.3    (feet)  VERTCON   
 FS0686  ___________________________________________________________________
 FS0686  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FS0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0686
 FS0686.The horizontal coordinates were scaled from a topographic map and have
 FS0686.an estimated accuracy of +/- 6 seconds.
 FS0686
 FS0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0686.The vertical order pertains to the NGVD 29 superseded value.
 FS0686
 FS0686.The geoid height was determined by GEOID03.
 FS0686
 FS0686;                    North         East    Units  Estimated Accuracy
 FS0686;SPC CA 5     -   712,650.    2,198,810.      MT  (+/- 180 meters Scaled)
 FS0686
 FS0686                          SUPERSEDED SURVEY CONTROL
 FS0686
 FS0686  NGVD 29 (??/??/92) 1206.843  (m)         3959.45   (f) ADJ UNCH    2 0
 FS0686
 FS0686.Superseded values are not recommended for survey control.
 FS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0686.See file dsdata.txt to determine how the superseded data were derived.
 FS0686
 FS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV079177(NAD 83)
 FS0686_MARKER: DD = SURVEY DISK
 FS0686_SETTING: 0 = UNSPECIFIED SETTING
 FS0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0686
 FS0686  HISTORY     - Date     Condition        Report By
 FS0686  HISTORY     - UNK      MONUMENTED       CADH
 FS0686  HISTORY     - 1935     GOOD             NGS
 FS0686  HISTORY     - 1979     MARK NOT FOUND   USGS
 FS0686
 FS0686                          STATION DESCRIPTION
 FS0686
 FS0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0686'17.5 MI NE FROM BAKER.
 FS0686'17.5 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM BAKER, SAN
 FS0686'BERNARDINO COUNTY, ABOUT 300 FEET NORTHEAST OF THE YUCCA GROVE
 FS0686'SERVICE STATION, AND 57 FEET EAST OF THE CENTERLINE OF THE
 FS0686'HIGHWAY.  A CALIFORNIA DIVISION OF HIGHWAYS, STANDARD
 FS0686'RIGHT-OF-WAY MARKER.
 FS0686
 FS0686                          STATION RECOVERY (1979)
 FS0686
 FS0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FS0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0584 ***********************************************************************
 JT0584  DESIGNATION -  1
 JT0584  PID         -  JT0584
 JT0584  STATE/COUNTY-  CA/SOLANO
 JT0584  USGS QUAD   -  BENICIA (1980)
 JT0584
 JT0584                         *CURRENT SURVEY CONTROL
 JT0584  ___________________________________________________________________
 JT0584* NAD 83(1986)-  38 05 02.     (N)    122 14 00.     (W)     SCALED    
 JT0584* NAVD 88     -        16.18   (+/-2cm)      53.1    (feet)  VERTCON   
 JT0584  ___________________________________________________________________
 JT0584  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JT0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0584
 JT0584.The horizontal coordinates were scaled from a topographic map and have
 JT0584.an estimated accuracy of +/- 6 seconds.
 JT0584
 JT0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0584.The vertical order pertains to the NGVD 29 superseded value.
 JT0584
 JT0584.The geoid height was determined by GEOID03.
 JT0584
 JT0584;                    North         East    Units  Estimated Accuracy
 JT0584;SPC CA 2     -   546,340.    1,979,530.      MT  (+/- 180 meters Scaled)
 JT0584
 JT0584                          SUPERSEDED SURVEY CONTROL
 JT0584
 JT0584  NGVD 29 (??/??/92)   15.36   (m)           50.4    (f) COMPUTED    1 2
 JT0584
 JT0584.Superseded values are not recommended for survey control.
 JT0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0584.See file dsdata.txt to determine how the superseded data were derived.
 JT0584
 JT0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH672154(NAD 83)
 JT0584_MARKER: DD = SURVEY DISK
 JT0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0584_SP_SET: RETAINING WALL
 JT0584_STAMPING: 1
 JT0584_MARK LOGO: CADH  
 JT0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0584
 JT0584  HISTORY     - Date     Condition        Report By
 JT0584  HISTORY     - UNK      MONUMENTED       CADH
 JT0584  HISTORY     - 1956     GOOD             CGS
 JT0584  HISTORY     - 1964     GOOD             CGS
 JT0584
 JT0584                          STATION DESCRIPTION
 JT0584
 JT0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0584'AT VALLEJO.
 JT0584'AT VALLEJO, IN T 2 N, R 3 W, 0.8 MILE SOUTH ALONG U.S. HIGHWAY 40
 JT0584'FROM THE INTERSECTION OF BENICIA ROAD, 0.1 MILE SOUTH OF THE
 JT0584'MAGAZINE STREET OVERPASS, BETWEEN U.S. HIGHWAY 40 AND A WEST
 JT0584'ACCESS ROAD (UNDER CONSTRUCTION), IN THE TOP OF THE NORTH END OF A
 JT0584'CONCRETE RETAINING WALL, 27 1/2 FEET WEST OF THE CENTER LINE OF
 JT0584'(PROPOSED) HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 JT0584
 JT0584                          STATION RECOVERY (1964)
 JT0584
 JT0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2046 ***********************************************************************
 HS2046  DESIGNATION -  1
 HS2046  PID         -  HS2046
 HS2046  STATE/COUNTY-  CA/STANISLAUS
 HS2046  USGS QUAD   -  ESCALON (1976)
 HS2046
 HS2046                         *CURRENT SURVEY CONTROL
 HS2046  ___________________________________________________________________
 HS2046* NAD 83(1986)-  37 45 13.     (N)    120 54 01.     (W)     SCALED    
 HS2046* NAVD 88     -        42.23   (+/-2cm)     138.5    (feet)  VERTCON   
 HS2046  ___________________________________________________________________
 HS2046  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HS2046  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2046
 HS2046.The horizontal coordinates were scaled from a topographic map and have
 HS2046.an estimated accuracy of +/- 6 seconds.
 HS2046
 HS2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2046.The vertical order pertains to the NGVD 29 superseded value.
 HS2046
 HS2046.The geoid height was determined by GEOID03.
 HS2046
 HS2046;                    North         East    Units  Estimated Accuracy
 HS2046;SPC CA 3     -   639,200.    1,964,730.      MT  (+/- 180 meters Scaled)
 HS2046
 HS2046                          SUPERSEDED SURVEY CONTROL
 HS2046
 HS2046  NGVD 29 (??/??/92)   41.483  (m)          136.10   (f) ADJ UNCH    1 2
 HS2046
 HS2046.Superseded values are not recommended for survey control.
 HS2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2046.See file dsdata.txt to determine how the superseded data were derived.
 HS2046
 HS2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG849805(NAD 83)
 HS2046_MARKER: B = BOLT
 HS2046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2046_SP_SET: CULVERT
 HS2046_STAMPING: 135.76
 HS2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2046
 HS2046  HISTORY     - Date     Condition        Report By
 HS2046  HISTORY     - UNK      MONUMENTED       OID
 HS2046  HISTORY     - 1946     GOOD             NGS
 HS2046  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2046  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS2046
 HS2046                          STATION DESCRIPTION
 HS2046
 HS2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HS2046'2.7 MI NE FROM RIVERBANK.
 HS2046'2.7 MILES NORTHEAST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE
 HS2046'VIADUCT OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AT
 HS2046'RIVERBANK, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION WITH
 HS2046'LANGWORTH AVENUE, 90.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 HS2046'DAIRY BARN, 12 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 HS2046'SET IN A LARGE WASHER IN THE TOP OF THE NORTHWEST CONCRETE
 HS2046'HEADWALL OF CULVERT NO. A-645+40 AND ABOUT 2 FEET ABOVE THE
 HS2046'HIGHWAY.  NOTE-- PREVIOUS REFERENCE GIVEN FOR CULVERT NO.
 HS2046'A-646+40 HAS BEEN FOUND TO BE 645+40.
 HS2046
 HS2046                          STATION RECOVERY (1986)
 HS2046
 HS2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2046'NOT RECOVERED.  HEADWALL NO LONGER EXISTS.
 HS2046
 HS2046                          STATION RECOVERY (1987)
 HS2046
 HS2046'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0329 ***********************************************************************
 JT0329  DESIGNATION -  1
 JT0329  PID         -  JT0329
 JT0329  STATE/COUNTY-  CA/SOLANO
 JT0329  USGS QUAD   -  MARE ISLAND (1980)
 JT0329
 JT0329                         *CURRENT SURVEY CONTROL
 JT0329  ___________________________________________________________________
 JT0329* NAD 83(1986)-  38 06 08.     (N)    122 15 41.     (W)     SCALED    
 JT0329* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 JT0329  ___________________________________________________________________
 JT0329  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0329  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0329
 JT0329.The horizontal coordinates were scaled from a topographic map and have
 JT0329.an estimated accuracy of +/- 6 seconds.
 JT0329
 JT0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0329.The vertical order pertains to the NGVD 29 superseded value.
 JT0329
 JT0329.The geoid height was determined by GEOID03.
 JT0329
 JT0329;                    North         East    Units  Estimated Accuracy
 JT0329;SPC CA 2     -   548,380.    1,977,070.      MT  (+/- 180 meters Scaled)
 JT0329
 JT0329                          SUPERSEDED SURVEY CONTROL
 JT0329
 JT0329  NGVD 29 (??/??/92)    2.60   (m)            8.5    (f) COMPUTED    1 2
 JT0329
 JT0329.Superseded values are not recommended for survey control.
 JT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0329.See file dsdata.txt to determine how the superseded data were derived.
 JT0329
 JT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647174(NAD 83)
 JT0329_MARKER: DD = SURVEY DISK
 JT0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0329_SP_SET: SEWER HEADWALL
 JT0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0329
 JT0329  HISTORY     - Date     Condition        Report By
 JT0329  HISTORY     - UNK      MONUMENTED       CA4020
 JT0329  HISTORY     - 1950     GOOD             NGS
 JT0329  HISTORY     - 1961     GOOD             NGS
 JT0329  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0329
 JT0329                          STATION DESCRIPTION
 JT0329
 JT0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0329'AT VALLEJO.
 JT0329'AT VALLEJO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 JT0329'VIRGINIA AND BRANCIFORTE STREETS, AT A CITY STORM SEWER, IN
 JT0329'THE TOP OF THE SOUTHEAST END OF THE CONCRETE HEADWALL, 6.9
 JT0329'FEET EAST OF A POINT IN LINE WITH THE EAST CURB OF BRANCHIFORTE
 JT0329'STREET, 2.8 FEET NORTH OF A POINT IN LINE WITH THE NORTH CURB
 JT0329'OF VIRGINIA STREET, 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE
 JT0329'OF A ROUNDED CURB, AND FLUSH WITH THE SIDEWALK.
 JT0329
 JT0329                          STATION RECOVERY (1961)
 JT0329
 JT0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0329'RECOVERED IN GOOD CONDITION.
 JT0329
 JT0329                          STATION RECOVERY (1987)
 JT0329
 JT0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0066 ***********************************************************************
 GS0066  DESIGNATION -  1
 GS0066  PID         -  GS0066
 GS0066  STATE/COUNTY-  CA/INYO
 GS0066  USGS QUAD   -  STOVEPIPE WELLS (1988)
 GS0066
 GS0066                         *CURRENT SURVEY CONTROL
 GS0066  ___________________________________________________________________
 GS0066* NAD 83(1986)-  36 36 14.     (N)    117 09 48.     (W)     SCALED    
 GS0066* NAVD 88     -         0.198  (meters)       0.65   (feet)  ADJUSTED  
 GS0066  ___________________________________________________________________
 GS0066  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 GS0066  DYNAMIC HT  -           0.198 (meters)       0.65  (feet)  COMP
 GS0066  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 GS0066
 GS0066  VERT ORDER  -  FIRST     CLASS II
 GS0066
 GS0066.The horizontal coordinates were scaled from a topographic map and have
 GS0066.an estimated accuracy of +/- 6 seconds.
 GS0066
 GS0066.The orthometric height was determined by differential leveling
 GS0066.and adjusted in June 1991.
 GS0066
 GS0066.The geoid height was determined by GEOID03.
 GS0066
 GS0066.The dynamic height is computed by dividing the NAVD 88
 GS0066.geopotential number by the normal gravity value computed on the
 GS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0066.degrees latitude (g = 980.6199 gals.).
 GS0066
 GS0066.The modeled gravity was interpolated from observed gravity values.
 GS0066
 GS0066;                    North         East    Units  Estimated Accuracy
 GS0066;SPC CA 4     -   642,550.    2,164,310.      MT  (+/- 180 meters Scaled)
 GS0066
 GS0066                          SUPERSEDED SURVEY CONTROL
 GS0066
 GS0066  NGVD 29 (??/??/??)   -0.601  (m)           -1.97   (f) ADJUSTED    1 2
 GS0066
 GS0066.Superseded values are not recommended for survey control.
 GS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0066.See file dsdata.txt to determine how the superseded data were derived.
 GS0066
 GS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA853509(NAD 83)
 GS0066_MARKER: P = PIPE CAP
 GS0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0066
 GS0066  HISTORY     - Date     Condition        Report By
 GS0066  HISTORY     - UNK      MONUMENTED       USGS
 GS0066  HISTORY     - 1933     GOOD             NGS
 GS0066
 GS0066                          STATION DESCRIPTION
 GS0066
 GS0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0066'0.9 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0066'0.9 MILE SOUTHWEST ALONG A COUNTY ROAD FROM STOVEPIPE WELLS
 GS0066'HOTEL, INYO COUNTY, AND 26 FEET NORTH OF THE CENTERLINE OF THE
 GS0066'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 GS0066'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4228 ***********************************************************************
 GU4228  DESIGNATION -  1
 GU4228  PID         -  GU4228
 GU4228  STATE/COUNTY-  CA/SANTA CRUZ
 GU4228  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4228
 GU4228                         *CURRENT SURVEY CONTROL
 GU4228  ___________________________________________________________________
 GU4228* NAD 83(1986)-  36 56 26.     (N)    121 46 55.     (W)     SCALED    
 GU4228* NAVD 88     -        44.165  (meters)     144.90   (feet)  ADJUSTED  
 GU4228  ___________________________________________________________________
 GU4228  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GU4228  DYNAMIC HT  -          44.131 (meters)     144.79  (feet)  COMP
 GU4228  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 GU4228
 GU4228  VERT ORDER  -  FIRST     CLASS II
 GU4228
 GU4228.The horizontal coordinates were scaled from a topographic map and have
 GU4228.an estimated accuracy of +/- 6 seconds.
 GU4228
 GU4228.The orthometric height was determined by differential leveling
 GU4228.and adjusted in February 1993.
 GU4228
 GU4228.The geoid height was determined by GEOID03.
 GU4228
 GU4228.The dynamic height is computed by dividing the NAVD 88
 GU4228.geopotential number by the normal gravity value computed on the
 GU4228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4228.degrees latitude (g = 980.6199 gals.).
 GU4228
 GU4228.The modeled gravity was interpolated from observed gravity values.
 GU4228
 GU4228;                    North         East    Units  Estimated Accuracy
 GU4228;SPC CA 3     -   549,680.    1,885,800.      MT  (+/- 180 meters Scaled)
 GU4228
 GU4228                          SUPERSEDED SURVEY CONTROL
 GU4228
 GU4228  NGVD 29 (10/21/93)   43.334  (m)          142.17   (f) ADJUSTED    1 2
 GU4228
 GU4228.Superseded values are not recommended for survey control.
 GU4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4228.See file dsdata.txt to determine how the superseded data were derived.
 GU4228
 GU4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF084889(NAD 83)
 GU4228_MARKER: Z = SEE DESCRIPTION
 GU4228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU4228_SP_SET: CURB
 GU4228_MARK LOGO: USGS  
 GU4228_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4228+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GU4228
 GU4228  HISTORY     - Date     Condition        Report By
 GU4228  HISTORY     - 1953     MONUMENTED       USGS
 GU4228  HISTORY     - 19900418 GOOD             NGS
 GU4228
 GU4228                          STATION DESCRIPTION
 GU4228
 GU4228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4228'IN FREEDOM AT THE INTERSECTION OF BUENA VISTA DRIVE AND MEMORIAL
 GU4228'AVENUE, 10.6 M (34.8 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 GU4228'AVENUE, 5.6 M (18.4 FT) NORTHEAST OF THE CENTERLINE OF THE DRIVE, AND
 GU4228'0.2 M (0.7 FT) BELOW THE LEVEL OF THE DRIVE.  NOTE--THE MONUMENT IS A
 GU4228'1-INCH BRASS CAP WITH A COPPER TURNING POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3375 ***********************************************************************
 AH3375  DESIGNATION -  1
 AH3375  PID         -  AH3375
 AH3375  STATE/COUNTY-  CA/LOS ANGELES
 AH3375  USGS QUAD   -  LOS ANGELES (1994)
 AH3375
 AH3375                         *CURRENT SURVEY CONTROL
 AH3375  ___________________________________________________________________
 AH3375* NAD 83(1986)-  34 00 51.     (N)    118 14 26.     (W)     SCALED    
 AH3375* NAVD 88     -        65.898  (meters)     216.20   (feet)  ADJUSTED  
 AH3375  ___________________________________________________________________
 AH3375  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AH3375  DYNAMIC HT  -          65.827 (meters)     215.97  (feet)  COMP
 AH3375  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 AH3375
 AH3375  VERT ORDER  -  FIRST     CLASS II
 AH3375
 AH3375.The horizontal coordinates were scaled from a topographic map and have
 AH3375.an estimated accuracy of +/- 6 seconds.
 AH3375
 AH3375.The orthometric height was determined by differential leveling
 AH3375.and adjusted in May 1999.
 AH3375
 AH3375.The geoid height was determined by GEOID03.
 AH3375
 AH3375.The dynamic height is computed by dividing the NAVD 88
 AH3375.geopotential number by the normal gravity value computed on the
 AH3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3375.degrees latitude (g = 980.6199 gals.).
 AH3375
 AH3375.The modeled gravity was interpolated from observed gravity values.
 AH3375
 AH3375;                    North         East    Units  Estimated Accuracy
 AH3375;SPC CA 5     -   557,060.    1,977,780.      MT  (+/- 180 meters Scaled)
 AH3375
 AH3375                          SUPERSEDED SURVEY CONTROL
 AH3375
 AH3375.No superseded survey control is available for this station.
 AH3375
 AH3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854644(NAD 83)
 AH3375_MARKER: DD = SURVEY DISK
 AH3375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3375_SP_SET: SIDEWALK
 AH3375_STAMPING: 1
 AH3375_MARK LOGO: LOCSUR
 AH3375_PROJECTION: FLUSH
 AH3375_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3375+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 AH3375
 AH3375  HISTORY     - Date     Condition        Report By
 AH3375  HISTORY     - UNK      MONUMENTED       LOCSUR
 AH3375  HISTORY     - 19970805 GOOD             MWDSC
 AH3375
 AH3375                          STATION DESCRIPTION
 AH3375
 AH3375'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3375'IN THE CITY OF VERNON, ON THE EASTERLY SIDEWALK OF ALAMEDA ST, 228 FT
 AH3375'(69.5 M) SOUTHERLY OF 25TH ST, 46 FT (14.0 M) EASTERLY OF THE MEDIAN
 AH3375'ISLAND OF ALAMEDA ST, 69 FT (21.0 M) SOUTHERLY OF POWER POLE NO.
 AH3375'X194-026 AND 1183.  NOTE--SETTING/INSCRIBED AGENCY REPORTED AS CITY OF
 AH3375'VERNON.  MARK IS FLUSH IN CONCRETE SQUARE IN SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0404 ***********************************************************************
 DY0404  DESIGNATION -  1 106 A LACFCD
 DY0404  PID         -  DY0404
 DY0404  STATE/COUNTY-  CA/LOS ANGELES
 DY0404  USGS QUAD   -  LONG BEACH (1981)
 DY0404
 DY0404                         *CURRENT SURVEY CONTROL
 DY0404  ___________________________________________________________________
 DY0404* NAD 83(1986)-  33 46 10.     (N)    118 12 12.     (W)     SCALED    
 DY0404* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 DY0404  ___________________________________________________________________
 DY0404  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0404  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0404
 DY0404.The horizontal coordinates were scaled from a topographic map and have
 DY0404.an estimated accuracy of +/- 6 seconds.
 DY0404
 DY0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0404.The vertical order pertains to the NGVD 29 superseded value.
 DY0404
 DY0404.The geoid height was determined by GEOID03.
 DY0404
 DY0404;                    North         East    Units  Estimated Accuracy
 DY0404;SPC CA 5     -   529,910.    1,981,160.      MT  (+/- 180 meters Scaled)
 DY0404
 DY0404                          SUPERSEDED SURVEY CONTROL
 DY0404
 DY0404  NGVD 29 (??/??/92)    2.679  (m)            8.79   (f) ADJ UNCH    1 2
 DY0404
 DY0404.Superseded values are not recommended for survey control.
 DY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0404.See file dsdata.txt to determine how the superseded data were derived.
 DY0404
 DY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT885372(NAD 83)
 DY0404_MARKER: DD = SURVEY DISK
 DY0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0404_SP_SET: BRIDGE ABUTMENT
 DY0404_STAMPING: BM 1-106-A
 DY0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0404
 DY0404  HISTORY     - Date     Condition        Report By
 DY0404  HISTORY     - UNK      MONUMENTED       CA-037
 DY0404  HISTORY     - 1954     GOOD             NGS
 DY0404  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0404  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0404
 DY0404                          STATION DESCRIPTION
 DY0404
 DY0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0404'AT LONG BEACH.
 DY0404'AT LONG BEACH, ON BROADWAY, AT THE BRIDGE OVER LOS ANGELES RIVER,
 DY0404'IN THE TOP OF THE EAST CONCRETE ABUTMENT, 12.8 FEET SOUTH OF THE
 DY0404'SOUTH CURB OF BROADWAY, 7.3 FEET BELOW THE TOP OF THE SOUTHEAST
 DY0404'CORNER OF THE CONCRETE PILLAR AT THE EAST END OF THE SOUTH
 DY0404'GUARDRAIL, 3.4 FEET EAST OF THE SOUTHWEST CORNER OF THE ABUTMENT,
 DY0404'0.7 FOOT SOUTH OF THE SOUTH FACE OF THE PILLAR, AND ABOUT 2 1/2
 DY0404'FEET LOWER THAN THE BRIDGE SURFACE.
 DY0404
 DY0404                          STATION RECOVERY (1964)
 DY0404
 DY0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0404'MARK NOT FOUND.
 DY0404
 DY0404                          STATION RECOVERY (2007)
 DY0404
 DY0404'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0404'THERE IS NO LONGER A BRIDGE AT BROADWAY THAT CROSSES THE LA RIVER.
 DY0404'ALL REMNANTS OF THE BRIDGE HAVE BEEN REMOVED, INCLUDING THE ABUTMENTS.
 DY0404'THIS MARK IS CLEARLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9082 ***********************************************************************
 EV9082  DESIGNATION -  1 12
 EV9082  PID         -  EV9082
 EV9082  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9082  USGS QUAD   -  YUCAIPA (1996)
 EV9082
 EV9082                         *CURRENT SURVEY CONTROL
 EV9082  ___________________________________________________________________
 EV9082* NAD 83(1986)-  34 02 03.     (N)    117 02 04.     (W)     SCALED    
 EV9082* NAVD 88     -       833.553  (meters)    2734.75   (feet)  ADJUSTED  
 EV9082  ___________________________________________________________________
 EV9082  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EV9082  DYNAMIC HT  -         832.521 (meters)    2731.36  (feet)  COMP
 EV9082  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 EV9082
 EV9082  VERT ORDER  -  FIRST     CLASS II
 EV9082
 EV9082.The horizontal coordinates were scaled from a topographic map and have
 EV9082.an estimated accuracy of +/- 6 seconds.
 EV9082
 EV9082.The orthometric height was determined by differential leveling
 EV9082.and adjusted in June 1991.
 EV9082
 EV9082.The geoid height was determined by GEOID03.
 EV9082
 EV9082.The dynamic height is computed by dividing the NAVD 88
 EV9082.geopotential number by the normal gravity value computed on the
 EV9082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9082.degrees latitude (g = 980.6199 gals.).
 EV9082
 EV9082.The modeled gravity was interpolated from observed gravity values.
 EV9082
 EV9082;                    North         East    Units  Estimated Accuracy
 EV9082;SPC CA 5     -   559,680.    2,089,170.      MT  (+/- 180 meters Scaled)
 EV9082
 EV9082                          SUPERSEDED SURVEY CONTROL
 EV9082
 EV9082.No superseded survey control is available for this station.
 EV9082
 EV9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT968659(NAD 83)
 EV9082_MARKER: DD = SURVEY DISK
 EV9082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV9082_SP_SET: CULVERT HEADWALL
 EV9082_STAMPING: 1-12 19
 EV9082_MARK LOGO: CA-071
 EV9082_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9082+STABILITY: SURFACE MOTION
 EV9082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9082+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1992
 EV9082
 EV9082  HISTORY     - Date     Condition        Report By
 EV9082  HISTORY     - UNK      MONUMENTED       CA-071
 EV9082  HISTORY     - 1988     GOOD             NGS
 EV9082  HISTORY     - 19921220 GOOD             MWDSC
 EV9082
 EV9082                          STATION DESCRIPTION
 EV9082
 EV9082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 EV9082'IN YUCAIPA.
 EV9082'0.08 KM (0.05 MI) NORTH ALONG BRYANT STREET FROM THE JUNCTION OF
 EV9082'YUCAIPA BOULEVARD IN YUCAIPA, 8.2 M (26.9 FT) NORTH OF THE CENTER OF
 EV9082'THE ENTRANCE TO A 7-ELEVEN CONVENIENCE STORE, 5.6 M (18.4 FT) EAST OF
 EV9082'THE CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 0.7 M (2.3 FT)
 EV9082'NORTH OF A GUARDRAIL, 0.4 M (1.3 FT) EAST OF A GUARDRAIL.
 EV9082
 EV9082                          STATION RECOVERY (1992)
 EV9082
 EV9082'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0570 ***********************************************************************
 DY0570  DESIGNATION -  1 2 A LA CO
 DY0570  PID         -  DY0570
 DY0570  STATE/COUNTY-  CA/LOS ANGELES
 DY0570  USGS QUAD   -  WHITTIER (1981)
 DY0570
 DY0570                         *CURRENT SURVEY CONTROL
 DY0570  ___________________________________________________________________
 DY0570* NAD 83(1986)-  33 53 30.     (N)    118 01 44.     (W)     SCALED    
 DY0570* NAVD 88     -        23.30   (+/-2cm)      76.4    (feet)  VERTCON   
 DY0570  ___________________________________________________________________
 DY0570  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 DY0570  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0570
 DY0570.The horizontal coordinates were scaled from a topographic map and have
 DY0570.an estimated accuracy of +/- 6 seconds.
 DY0570
 DY0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0570.The vertical order pertains to the NGVD 29 superseded value.
 DY0570
 DY0570.The geoid height was determined by GEOID03.
 DY0570
 DY0570;                    North         East    Units  Estimated Accuracy
 DY0570;SPC CA 5     -   543,450.    1,997,330.      MT  (+/- 180 meters Scaled)
 DY0570
 DY0570                          SUPERSEDED SURVEY CONTROL
 DY0570
 DY0570  NGVD 29 (??/??/92)   22.566  (m)           74.04   (f) ADJ UNCH    1 1
 DY0570
 DY0570.Superseded values are not recommended for survey control.
 DY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0570.See file dsdata.txt to determine how the superseded data were derived.
 DY0570
 DY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048506(NAD 83)
 DY0570_MARKER: DB = BENCH MARK DISK
 DY0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0570_SP_SET: BRIDGE
 DY0570_STAMPING: BM 1-2 A 1968 5869
 DY0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0570
 DY0570  HISTORY     - Date     Condition        Report By
 DY0570  HISTORY     - 1968     MONUMENTED       CA1980
 DY0570
 DY0570                          STATION DESCRIPTION
 DY0570
 DY0570'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0570'AT ARTESIA.
 DY0570'LA MIRADA-SANTA FE SPRINGS BOUNDARY, 0.4 MILE N OF SANTA ANA
 DY0570'FREEWAY, VALLEY VIEW AVENUE, 0.25 MILE N OF ALONDRA BOULEVARD
 DY0570'AT NE CORNER OF CONCRETE BRIDGE NO 1262 OVER FLOOD CONTROL
 DY0570'CHANNEL, 46.5 FEET EAST OF THE CENTERLINE OF VALLEY VIEW AVENUE.
 DY0570'SET IN THE TOP OF THE WINGWALL OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0983 ***********************************************************************
 EW0983  DESIGNATION -  1 25 C
 EW0983  PID         -  EW0983
 EW0983  STATE/COUNTY-  CA/LOS ANGELES
 EW0983  USGS QUAD   -  EL MONTE (1994)
 EW0983
 EW0983                         *CURRENT SURVEY CONTROL
 EW0983  ___________________________________________________________________
 EW0983* NAD 83(1986)-  34 03 56.     (N)    118 05 25.     (W)     SCALED    
 EW0983* NAVD 88     -        86.002  (meters)     282.16   (feet)  ADJUSTED  
 EW0983  ___________________________________________________________________
 EW0983  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW0983  DYNAMIC HT  -          85.910 (meters)     281.86  (feet)  COMP
 EW0983  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 EW0983
 EW0983  VERT ORDER  -  FIRST     CLASS I
 EW0983
 EW0983.The horizontal coordinates were scaled from a topographic map and have
 EW0983.an estimated accuracy of +/- 6 seconds.
 EW0983
 EW0983.The orthometric height was determined by differential leveling
 EW0983.and adjusted in June 1991.
 EW0983
 EW0983.The geoid height was determined by GEOID03.
 EW0983
 EW0983.The dynamic height is computed by dividing the NAVD 88
 EW0983.geopotential number by the normal gravity value computed on the
 EW0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0983.degrees latitude (g = 980.6199 gals.).
 EW0983
 EW0983.The modeled gravity was interpolated from observed gravity values.
 EW0983
 EW0983;                    North         East    Units  Estimated Accuracy
 EW0983;SPC CA 5     -   562,740.    1,991,670.      MT  (+/- 180 meters Scaled)
 EW0983
 EW0983                          SUPERSEDED SURVEY CONTROL
 EW0983
 EW0983  NGVD 29 (??/??/92)   84.951  (m)          278.71   (f) ADJ UNCH    1 1
 EW0983
 EW0983.Superseded values are not recommended for survey control.
 EW0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0983.See file dsdata.txt to determine how the superseded data were derived.
 EW0983
 EW0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT993699(NAD 83)
 EW0983_MARKER: DD = SURVEY DISK
 EW0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0983_SP_SET: CONCRETE POST
 EW0983_STAMPING: BM 1-25 C 1970 R.E. 5869
 EW0983_MARK LOGO: CA-037
 EW0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0983+STABILITY: SURFACE MOTION
 EW0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW0983+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1989
 EW0983
 EW0983  HISTORY     - Date     Condition        Report By
 EW0983  HISTORY     - 1970     MONUMENTED       CA-037
 EW0983  HISTORY     - 1975     GOOD             CA-037
 EW0983  HISTORY     - 1987     GOOD             NGS
 EW0983  HISTORY     - 19890515 GOOD             NGS
 EW0983
 EW0983                          STATION DESCRIPTION
 EW0983
 EW0983'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW0983'1.3 MI SW FROM ROSEMEAD.
 EW0983'1.28 MI SW OF THE CITY HALL AT ROSEMEAD, SAN GABRIEL BLVD AT
 EW0983'EMERSON PLACE NW CORNER, 59 FT W OF THE CENTERLINE OF SAN
 EW0983'GABRIEL BLVD, 19 FT N OF THE CENTERLINE OF EMERSON PLACE, 61.5
 EW0983'FT NW FROM BM 31-24, 88.4 FT S FROM PP 163087E, 39.7 FT N FROM
 EW0983'PP 1685140E, 6 FT S OF THE S EDGE OF EMERSON PLACE, AT THE W
 EW0983'END OF THE CURB RETURN, DOWN 7 INCHES BELOW THE TOP OF THE
 EW0983'CURB AND PROTECTED BY A CAST IRON COVER FLUSH WITH THE CURB AND
 EW0983'IN A 15X15 INCH CONCRETE PAD.
 EW0983
 EW0983                          STATION RECOVERY (1975)
 EW0983
 EW0983'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW0983'SAN GABRIEL BOULEVARD AND GARVEY AVENUE, 23.3 FEET SOUTH OF THE
 EW0983'CENTERLINE OF GARVEY AVENUE AND 14.0 FEET WEST OF THE CENTERLINE OF
 EW0983'SAN GABRIEL BOULEVARD, SET ABOUT 2 INCHES BELOW THE SUB-GRADE IN A
 EW0983'WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EW0983'MONUMENT.
 EW0983
 EW0983                          STATION RECOVERY (1987)
 EW0983
 EW0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW0983'THE MARK IS 0.2 M BELOW THE BOULEVARD.
 EW0983'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 EW0983'MI) NORTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF GARVEY
 EW0983'AVENUE IN ROSEMEAD, IN THE NORTHWEST CORNER OF THE T-JUNCTION OF
 EW0983'EMERSON PLACE, 18.0 M (59.1 FT) WEST OF THE BOULEVARD CENTERLINE, 5.8
 EW0983'M (19.0 FT) NORTH OF THE CENTERLINE OF EMERSON PLACE, 0.3 M (1.0 FT)
 EW0983'NORTH OF THE NORTH CURB OF EMERSON PLACE.  NOTE--ACCESS IS HAD
 EW0983'THROUGH A 12-INCH IRON COUNTY LOGO CAP.
 EW0983
 EW0983                          STATION RECOVERY (1989)
 EW0983
 EW0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW0983'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ROSEMEAD
 EW0983'AT THE INTERSECTION OF EMERSON PL AND SAN GABRIEL BLVD SETINSIDE AN
 EW0983'8-INCH IRON PIPE AND 0.3M(1.0FT) BELOW A CAST IRON COVER MARKED
 EW0983'COUNTY ENGINEER MONUMENT 12.5M(41.8FT) W OF THE CENTERLINE OF THE
 EW0983'SOUTHBOUND LANES OF THE BLVD 5.6M(18.4FT) N OF THE CENTER OF EMERSON
 EW0983'PL 0.9M(3.0FT) E OF THE SOUTHEAST CORNER OF A METAL TRAFFICE SIGNAL
 EW0983'BOX 0.4M(1.3FT) N OF THE NORTH CURB OF EMERSON PL NOTE THE
 EW0983'DESIGNATION USED IN 1987 LEVELING WAS CG 4113 LA CO NOTE THE MARK IS
 EW0983'STAMPED BM 1-25 C 1970 R.E. 5869 AND HAS BEEN IDENTIFIED AS 1 25 C
 EW0983'ON THE L25086/2 SUMMARY 1989 WITH ARCHIVE NUMBER EW 0983.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0987 ***********************************************************************
 EW0987  DESIGNATION -  1 25 D
 EW0987  PID         -  EW0987
 EW0987  STATE/COUNTY-  CA/LOS ANGELES
 EW0987  USGS QUAD   -  EL MONTE (1994)
 EW0987
 EW0987                         *CURRENT SURVEY CONTROL
 EW0987  ___________________________________________________________________
 EW0987* NAD 83(1986)-  34 04 11.     (N)    118 05 26.     (W)     SCALED    
 EW0987* NAVD 88     -        90.02   (+/-2cm)     295.3    (feet)  VERTCON   
 EW0987  ___________________________________________________________________
 EW0987  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW0987  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0987
 EW0987.The horizontal coordinates were scaled from a topographic map and have
 EW0987.an estimated accuracy of +/- 6 seconds.
 EW0987
 EW0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0987.The vertical order pertains to the NGVD 29 superseded value.
 EW0987
 EW0987.The geoid height was determined by GEOID03.
 EW0987
 EW0987;                    North         East    Units  Estimated Accuracy
 EW0987;SPC CA 5     -   563,200.    1,991,640.      MT  (+/- 180 meters Scaled)
 EW0987
 EW0987                          SUPERSEDED SURVEY CONTROL
 EW0987
 EW0987  NGVD 29 (??/??/92)   89.301  (m)          292.98   (f) ADJ UNCH    1 1
 EW0987
 EW0987.Superseded values are not recommended for survey control.
 EW0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0987.See file dsdata.txt to determine how the superseded data were derived.
 EW0987
 EW0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT993704(NAD 83)
 EW0987_MARKER: DD = SURVEY DISK
 EW0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0987_SP_SET: CONCRETE PAD
 EW0987_STAMPING: BM 1-25 D 1970 RE 5869
 EW0987_MARK LOGO: CA-037
 EW0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0987
 EW0987  HISTORY     - Date     Condition        Report By
 EW0987  HISTORY     - 1970     MONUMENTED       CA-037
 EW0987  HISTORY     - 1987     GOOD             NGS
 EW0987
 EW0987                          STATION DESCRIPTION
 EW0987
 EW0987'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW0987'1 MI SW FROM ROSEMEAD.
 EW0987'1.08 MI SW OF CITY HALL AT ROSEMEAD, SAN GABRIEL BLVD AT HELLMAN
 EW0987'AVE NW CORNER 49.5 FT W OF THE CENTERLINE OF SAN GABRIEL BLVD,
 EW0987'46 FT N OF THE CENTERLINE OF HELLMAN AVE, 300 FT PLUS OR MINUS
 EW0987'S OF THE SAN BERNARDINO FREEWAY, 82.1 FT N OF PP 1327308E, 0.7
 EW0987'FT BACK OF THE CONCRETE SIDEWALK, DOWN 7 INCHES BELOW SIDEWALK
 EW0987'AND PROTECTED BY A CAST IRON COVER FLUSH WITH THE WALK IN A
 EW0987'15X15 INCH CONCRETE PAD.
 EW0987
 EW0987                          STATION RECOVERY (1987)
 EW0987
 EW0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW0987'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.50
 EW0987'MI) NORTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF GARVEY
 EW0987'AVENUE IN ROSEMEAD, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 EW0987'HELLMAN AVENUE, 15.2 M (49.9 FT) WEST OF THE BOULEVARD CENTERLINE,
 EW0987'14.0 M (45.9 FT) NORTH OF THE AVENUE CENTERLINE, 1.5 M (4.9 FT) WEST
 EW0987'OF THE NAIL DESIGNATED CG 3597 LA CO, 0.3 M (1.0 FT) WEST OF THE WEST
 EW0987'EDGE OF A SIDEWALK.  NOTE--ACCESS IS HAD THROUGH A 12-INCH IRON
 EW0987'COUNTY LOGO CAP.
 EW0987'THE MARK IS 0.2 M BELOW THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1011 ***********************************************************************
 EW1011  DESIGNATION -  1 28 A
 EW1011  PID         -  EW1011
 EW1011  STATE/COUNTY-  CA/LOS ANGELES
 EW1011  USGS QUAD   -  EL MONTE (1994)
 EW1011
 EW1011                         *CURRENT SURVEY CONTROL
 EW1011  ___________________________________________________________________
 EW1011* NAD 83(1986)-  34 05 45.     (N)    118 05 27.     (W)     SCALED    
 EW1011* NAVD 88     -       121.55   (+/-2cm)     398.8    (feet)  VERTCON   
 EW1011  ___________________________________________________________________
 EW1011  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EW1011  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1011
 EW1011.The horizontal coordinates were scaled from a topographic map and have
 EW1011.an estimated accuracy of +/- 6 seconds.
 EW1011
 EW1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1011.The vertical order pertains to the NGVD 29 superseded value.
 EW1011
 EW1011.The geoid height was determined by GEOID03.
 EW1011
 EW1011;                    North         East    Units  Estimated Accuracy
 EW1011;SPC CA 5     -   566,100.    1,991,620.      MT  (+/- 180 meters Scaled)
 EW1011
 EW1011                          SUPERSEDED SURVEY CONTROL
 EW1011
 EW1011  NGVD 29 (??/??/92)  120.819  (m)          396.39   (f) ADJ UNCH    1 1
 EW1011
 EW1011.Superseded values are not recommended for survey control.
 EW1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1011.See file dsdata.txt to determine how the superseded data were derived.
 EW1011
 EW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT993733(NAD 83)
 EW1011_MARKER: DD = SURVEY DISK
 EW1011_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1011_SP_SET: CATCH BASIN
 EW1011_STAMPING: BM 1-28 A 1971 5869
 EW1011_MARK LOGO: CA-037
 EW1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1011
 EW1011  HISTORY     - Date     Condition        Report By
 EW1011  HISTORY     - 1971     MONUMENTED       CA-037
 EW1011  HISTORY     - 1987     GOOD             NGS
 EW1011
 EW1011                          STATION DESCRIPTION
 EW1011
 EW1011'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1011'0.4 MI S FROM SAN GABRIEL.
 EW1011'0.48 MI S OF CIVIC CENTER AT SAN GABRIEL, SAN GABRIEL BLVD AND
 EW1011'ANGELENO AVE NW CORNER, 31.0 FT S OF THE S RAIL OF THE SPRR,
 EW1011'39 FT W FROM THE CENTER LINE OF SAN GABRIEL BLVD, 59.5 FT N
 EW1011'OF THE CENTERLINE OF ANGELENO AVE 50.5 FT NE FROM TELEPHONE
 EW1011'POLE 784388H, 18.5 FT N OF THE N END OF THE CURB RETURN, 1 FT
 EW1011'W OF THE W CURB OF SAN GABRIEL BLVD, FLUSH WITH THE CONCRETE
 EW1011'SIDEWALK AND OVER THE N RETAINING WALL OF A CONCRETE FLOOD
 EW1011'CONTROL CATCH BASIN.
 EW1011
 EW1011                          STATION RECOVERY (1987)
 EW1011
 EW1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW1011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 EW1011'MI) SOUTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF LAS
 EW1011'TUNAS DRIVE IN SAN GABRIEL, IN THE NORTHWEST CORNER OF THE T-JUNCTION
 EW1011'OF ANGELENO AVENUE, IN TOP AND AT THE NORTHEAST CORNER OF A CATCH
 EW1011'BASIN, 11.0 M (36.1 FT) WEST OF THE BOULEVARD CENTERLINE, 18.0 M
 EW1011'(59.1 FT) NORTH OF THE AVENUE CENTERLINE.
 EW1011'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0278 ***********************************************************************
 DY0278  DESIGNATION -  1 3 LACFCD
 DY0278  PID         -  DY0278
 DY0278  STATE/COUNTY-  CA/LOS ANGELES
 DY0278  USGS QUAD   -  LONG BEACH (1981)
 DY0278
 DY0278                         *CURRENT SURVEY CONTROL
 DY0278  ___________________________________________________________________
 DY0278* NAD 83(1986)-  33 46 59.     (N)    118 12 16.     (W)     SCALED    
 DY0278* NAVD 88     -         4.96   (+/-2cm)      16.3    (feet)  VERTCON   
 DY0278  ___________________________________________________________________
 DY0278  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0278
 DY0278.The horizontal coordinates were scaled from a topographic map and have
 DY0278.an estimated accuracy of +/- 6 seconds.
 DY0278
 DY0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0278.The vertical order pertains to the NGVD 29 superseded value.
 DY0278
 DY0278.The geoid height was determined by GEOID03.
 DY0278
 DY0278;                    North         East    Units  Estimated Accuracy
 DY0278;SPC CA 5     -   531,420.    1,981,060.      MT  (+/- 180 meters Scaled)
 DY0278
 DY0278                          SUPERSEDED SURVEY CONTROL
 DY0278
 DY0278  NGVD 29 (??/??/92)    4.158  (m)           13.64   (f) ADJ UNCH    1 2
 DY0278
 DY0278.Superseded values are not recommended for survey control.
 DY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0278.See file dsdata.txt to determine how the superseded data were derived.
 DY0278
 DY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT884387(NAD 83)
 DY0278_MARKER: DD = SURVEY DISK
 DY0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0278+STABILITY: SURFACE MOTION
 DY0278
 DY0278  HISTORY     - Date     Condition        Report By
 DY0278  HISTORY     - UNK      MONUMENTED       CA-037
 DY0278  HISTORY     - 1941     GOOD             NGS
 DY0278  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0278
 DY0278                          STATION DESCRIPTION
 DY0278
 DY0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY0278'AT LONG BEACH.
 DY0278'AT LONG BEACH BENCH MARK IS AT THE SOUTHEAST CORNER OF INTERSECTION
 DY0278'OF ANAHEIM STREET AND THE LOS ANGELES COUNTY FLOOD CONTROL
 DY0278'RIGHT-OF-WAY LINE.  IT IS ABOUT 30 YARDS EAST OF EAST END OF BRIDGE
 DY0278'OVER LOS ANGELES RIVER FLOOD CONTROL CHANNEL.  IT IS 11.8 FEET
 DY0278'SOUTH OF SOUTH CURB OF ANAHEIM STREET.  IT IS 2.3 FEET SOUTHEAST
 DY0278'FROM EDGE OF LARGE WOODEN BOX COVERING PIPE LINES.  CA-037 BENCH
 DY0278'MARK IN CONCRETE POST.  ABOUT 0.5 FOOT BELOW SURFACE.  REACHED
 DY0278'THROUGH AN OPEN, METAL WELL.
 DY0278
 DY0278                          STATION RECOVERY (1954)
 DY0278
 DY0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU1167 ***********************************************************************
 EU1167  DESIGNATION -  1 4 S1 T1S R11E BLM 1973
 EU1167  PID         -  EU1167
 EU1167  STATE/COUNTY-  CA/SAN BERNARDINO
 EU1167  USGS QUAD   -  HUMBUG MOUNTAIN (1985)
 EU1167
 EU1167                         *CURRENT SURVEY CONTROL
 EU1167  ___________________________________________________________________
 EU1167* NAD 83(1992)-  34 07 18.21173(N)    115 46 55.11632(W)     ADJUSTED  
 EU1167* NAVD 88     -       401.3    (meters)    1317.     (feet)  VERTCON   
 EU1167  ___________________________________________________________________
 EU1167  EPOCH DATE  -        1991.35
 EU1167  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 EU1167  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EU1167  HORZ ORDER  -  SECOND
 EU1167
 EU1167.The horizontal coordinates were established by classical geodetic methods
 EU1167.and adjusted by the National Geodetic Survey in June 1996.
 EU1167.The horizontal coordinates are valid at the epoch date displayed above.
 EU1167.The epoch date for horizontal control is a decimal equivalence
 EU1167.of Year/Month/Day.
 EU1167
 EU1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU1167
 EU1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU1167
 EU1167.The geoid height was determined by GEOID03.
 EU1167
 EU1167;                    North         East     Units Scale Factor Converg.
 EU1167;SPC CA 5     -   571,222.773 2,204,598.572   MT  0.99998202   +1 15 51.5
 EU1167;SPC CA 5     - 1,874,086.71  7,232,920.48   sFT  0.99998202   +1 15 51.5
 EU1167;UTM  11      - 3,776,322.587   612,324.271   MT  0.99975552   +0 40 60.0
 EU1167
 EU1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU1167!SPC CA 5     -   0.99994205  x   0.99998202  =   0.99992407
 EU1167!UTM  11      -   0.99994205  x   0.99975552  =   0.99969758
 EU1167
 EU1167                          SUPERSEDED SURVEY CONTROL
 EU1167
 EU1167  NAD 83(1986)-  34 07 18.21729(N)    115 46 55.11883(W) AD(1984.00) 2
 EU1167  NAD 27      -  34 07 18.20529(N)    115 46 52.13897(W) AD(       ) 2
 EU1167  NGVD 29 (07/19/86)  400.6    (m)         1314.     (f) VERT ANG    3  
 EU1167
 EU1167.Superseded values are not recommended for survey control.
 EU1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU1167.See file dsdata.txt to determine how the superseded data were derived.
 EU1167
 EU1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT1232476323(NAD 83)
 EU1167_MARKER: Z = SEE DESCRIPTION
 EU1167_SETTING: 0 = UNSPECIFIED SETTING
 EU1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU1167
 EU1167  HISTORY     - Date     Condition        Report By
 EU1167  HISTORY     - 1973     MONUMENTED       BLM
 EU1167  HISTORY     - 19941011 GOOD             USPSQD
 EU1167
 EU1167                          STATION DESCRIPTION
 EU1167
 EU1167'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1973 (RH)
 EU1167'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION KNOLL (CADH)
 EU1167'
 EU1167'STATION IS LOCATED ABOUT 16 MILES EAST OF TWENTYNINE PALMS AND
 EU1167'ON THE SOUTH SIDE OF CALIFORNIA HIGHWAY 62.
 EU1167'
 EU1167'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA HIGHWAY
 EU1167'62 AND ADOBE ROAD IN TWENTYNINE PALMS GO EAST ON CALIFORNIA
 EU1167'HIGHWAY 62 FOR 16.1 MILES.
 EU1167'
 EU1167'STATION IS B.L.M. 3 IN DISK IN TOP OF PIPE AND STAMPED 1/4
 EU1167'SI TIS R11E, IS 285 FT SOUTHEAST OF POWER POLE 1689195E, 236 FT
 EU1167'SOUTH OF CENTERLINE CALIFORNIA HIGHWAY 62.
 EU1167'
 EU1167'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EU1167
 EU1167                          STATION RECOVERY (1994)
 EU1167
 EU1167'RECOVERY NOTE BY US POWER SQUADRON 1994
 EU1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0573 ***********************************************************************
 DY0573  DESIGNATION -  1 6 A
 DY0573  PID         -  DY0573
 DY0573  STATE/COUNTY-  CA/LOS ANGELES
 DY0573  USGS QUAD   -  WHITTIER (1981)
 DY0573
 DY0573                         *CURRENT SURVEY CONTROL
 DY0573  ___________________________________________________________________
 DY0573* NAD 83(1986)-  33 54 34.     (N)    118 01 45.     (W)     SCALED    
 DY0573* NAVD 88     -        29.57   (+/-2cm)      97.0    (feet)  VERTCON   
 DY0573  ___________________________________________________________________
 DY0573  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DY0573  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0573
 DY0573.The horizontal coordinates were scaled from a topographic map and have
 DY0573.an estimated accuracy of +/- 6 seconds.
 DY0573
 DY0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0573.The vertical order pertains to the NGVD 29 superseded value.
 DY0573
 DY0573.The geoid height was determined by GEOID03.
 DY0573
 DY0573;                    North         East    Units  Estimated Accuracy
 DY0573;SPC CA 5     -   545,420.    1,997,300.      MT  (+/- 180 meters Scaled)
 DY0573
 DY0573                          SUPERSEDED SURVEY CONTROL
 DY0573
 DY0573  NGVD 29 (??/??/92)   28.835  (m)           94.60   (f) ADJ UNCH    1 1
 DY0573
 DY0573.Superseded values are not recommended for survey control.
 DY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0573.See file dsdata.txt to determine how the superseded data were derived.
 DY0573
 DY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048525(NAD 83)
 DY0573_MARKER: P = PIPE CAP
 DY0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0573_SP_SET: SHALLOW-SET PIPE
 DY0573_STAMPING: BM 1-6 A 1961 5869
 DY0573_MARK LOGO: CA-037
 DY0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0573
 DY0573  HISTORY     - Date     Condition        Report By
 DY0573  HISTORY     - 1961     MONUMENTED       CA-037
 DY0573  HISTORY     - 1968     GOOD             CA1980
 DY0573  HISTORY     - 1987     GOOD             NGS
 DY0573
 DY0573                          STATION DESCRIPTION
 DY0573
 DY0573'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0573'AT ARTESIA.
 DY0573'LA COUNTY-LA MIRADA BOUNDARY, 1.5 MI N OF THE SANTA ANA FREEWAY,
 DY0573'VALLEY VIEW AVENUE AND FOSTER ROAD, AT THE NE CORNER, 62.0 FEET
 DY0573'N OF THE CENTERLINE OF FOSTER ROAD, 41.0 FEET E OF THE CENTERLINE
 DY0573'OF VALLEY VIEW AVENUE, 4.5 FEET N OF THE N END OF THE CURB
 DY0573'RETURN AND 1.0 FOOT EAST OF THE FACE OF THE CURB.  SET ABOUT
 DY0573'10 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY0573'IRON COVER MARKED CO ENGR MON.
 DY0573
 DY0573                          STATION RECOVERY (1987)
 DY0573
 DY0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DY0573'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.50
 DY0573'MI) SOUTH ALONG VALLEY VIEW AVENUE FROM THE INTERSECTION OF IMPERIAL
 DY0573'HIGHWAY IN LA MIRADA, 12.5 M (41.0 FT) EAST OF THE AVENUE CENTERLINE,
 DY0573'18.9 M (62.0 FT) NORTH OF THE CENTERLINE OF FOSTER ROAD, 0.4 M (1.3
 DY0573'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 2 BY 3 FT AND 5 FT TALL
 DY0573'GREEN TELEPHONE JUNCTION BOX, 0.3 M (1.0 FT) EAST OF THE EAST CURB.
 DY0573'NOTE--THE MARK IS 0.3 M (1.0 FT) BELOW GROUND AND MAY BE ACCESSED
 DY0573'THROUGH A 12-INCH DIAMETER ROUND IRON LID.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0571 ***********************************************************************
 DY0571  DESIGNATION -  1 6 LA CO
 DY0571  PID         -  DY0571
 DY0571  STATE/COUNTY-  CA/LOS ANGELES
 DY0571  USGS QUAD   -  WHITTIER (1981)
 DY0571
 DY0571                         *CURRENT SURVEY CONTROL
 DY0571  ___________________________________________________________________
 DY0571* NAD 83(1986)-  33 54 08.     (N)    118 01 44.     (W)     SCALED    
 DY0571* NAVD 88     -        34.31   (+/-2cm)     112.6    (feet)  VERTCON   
 DY0571  ___________________________________________________________________
 DY0571  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DY0571  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0571
 DY0571.The horizontal coordinates were scaled from a topographic map and have
 DY0571.an estimated accuracy of +/- 6 seconds.
 DY0571
 DY0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0571.The vertical order pertains to the NGVD 29 superseded value.
 DY0571
 DY0571.The geoid height was determined by GEOID03.
 DY0571
 DY0571;                    North         East    Units  Estimated Accuracy
 DY0571;SPC CA 5     -   544,620.    1,997,330.      MT  (+/- 180 meters Scaled)
 DY0571
 DY0571                          SUPERSEDED SURVEY CONTROL
 DY0571
 DY0571  NGVD 29 (??/??/92)   33.577  (m)          110.16   (f) ADJ UNCH    1 1
 DY0571
 DY0571.Superseded values are not recommended for survey control.
 DY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0571.See file dsdata.txt to determine how the superseded data were derived.
 DY0571
 DY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048517(NAD 83)
 DY0571_MARKER: DD = SURVEY DISK
 DY0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0571_SP_SET: WELL
 DY0571_STAMPING: BM 1-6 1951 329
 DY0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0571
 DY0571  HISTORY     - Date     Condition        Report By
 DY0571  HISTORY     - 1951     MONUMENTED       CA-037
 DY0571  HISTORY     - 1968     GOOD             CA-037
 DY0571
 DY0571                          STATION DESCRIPTION
 DY0571
 DY0571'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0571'AT ARTESIA.
 DY0571'LA MIRADA-SANTA FE SPRINGS-LA COUNTY BOUNDARY, 1.1 MILES NORTH
 DY0571'OF THE SANTA ANA FREEWAY, VALLEY VIEW AVENUE AND ROSECRANS
 DY0571'AVENUE, 61.0 FEET SOUTH OF THE SOUTH CURB LINE OF ROSECRANS
 DY0571'AVENUE AND 29.0 FEET EAST OF THE WEST CURB LINE OF VALLEY VIEW
 DY0571'AVENUE.  SET ABOUT 15 INCHES BELOW THE SURFACE IN A WELL AND
 DY0571'PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0574 ***********************************************************************
 DY0574  DESIGNATION -  1 7 LA CO
 DY0574  PID         -  DY0574
 DY0574  STATE/COUNTY-  CA/LOS ANGELES
 DY0574  USGS QUAD   -  WHITTIER (1981)
 DY0574
 DY0574                         *CURRENT SURVEY CONTROL
 DY0574  ___________________________________________________________________
 DY0574* NAD 83(1986)-  33 55 01.     (N)    118 01 44.     (W)     SCALED    
 DY0574* NAVD 88     -        35.57   (+/-2cm)     116.7    (feet)  VERTCON   
 DY0574  ___________________________________________________________________
 DY0574  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DY0574  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0574
 DY0574.The horizontal coordinates were scaled from a topographic map and have
 DY0574.an estimated accuracy of +/- 6 seconds.
 DY0574
 DY0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0574.The vertical order pertains to the NGVD 29 superseded value.
 DY0574
 DY0574.The geoid height was determined by GEOID03.
 DY0574
 DY0574;                    North         East    Units  Estimated Accuracy
 DY0574;SPC CA 5     -   546,250.    1,997,330.      MT  (+/- 180 meters Scaled)
 DY0574
 DY0574                          SUPERSEDED SURVEY CONTROL
 DY0574
 DY0574  NGVD 29 (??/??/92)   34.834  (m)          114.28   (f) ADJ UNCH    1 1
 DY0574
 DY0574.Superseded values are not recommended for survey control.
 DY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0574.See file dsdata.txt to determine how the superseded data were derived.
 DY0574
 DY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048534(NAD 83)
 DY0574_MARKER: P = PIPE CAP
 DY0574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0574_STAMPING: BM 1-7 1951 329
 DY0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0574
 DY0574  HISTORY     - Date     Condition        Report By
 DY0574  HISTORY     - 1951     MONUMENTED       CA-037
 DY0574  HISTORY     - 1968     GOOD             CA-037
 DY0574
 DY0574                          STATION DESCRIPTION
 DY0574
 DY0574'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0574'AT ARTESIA.
 DY0574'LA COUNTY-LA MIRADA BOUNDARY, 2.0 MILES N OF THE SANTA ANA
 DY0574'FREEWAY, VALLEY VIEW AVENUE AND IMPERIAL HIGHWAY, ABOUT 100 FEET
 DY0574'S OF THE CENTERLINE INTERSECTION 60.5 FEET S OF THE S CURB LINE
 DY0574'OF IMPERIAL HIGHWAY AND 28.0 FEET W OF THE W CURB OF VALLEY
 DY0574'VIEW AVENUE, SET ABOUT 12 INCHES BELOW THE SURFACE IN A WELL
 DY0574'AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 DY0574'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1705 ***********************************************************************
 AE1705  DESIGNATION -  1 80
 AE1705  PID         -  AE1705
 AE1705  STATE/COUNTY-  CA/LOS ANGELES
 AE1705  USGS QUAD   -  VAN NUYS (1972)
 AE1705
 AE1705                         *CURRENT SURVEY CONTROL
 AE1705  ___________________________________________________________________
 AE1705* NAD 83(1986)-  34 08 28.     (N)    118 28 35.     (W)     SCALED    
 AE1705* NAVD 88     -       246.543  (meters)     808.87   (feet)  ADJUSTED  
 AE1705  ___________________________________________________________________
 AE1705  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AE1705  DYNAMIC HT  -         246.279 (meters)     808.00  (feet)  COMP
 AE1705  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 AE1705
 AE1705  VERT ORDER  -  FIRST     CLASS II
 AE1705
 AE1705.The horizontal coordinates were scaled from a topographic map and have
 AE1705.an estimated accuracy of +/- 6 seconds.
 AE1705
 AE1705.The orthometric height was determined by differential leveling
 AE1705.and adjusted in October 1997.
 AE1705
 AE1705.The geoid height was determined by GEOID03.
 AE1705
 AE1705.The dynamic height is computed by dividing the NAVD 88
 AE1705.geopotential number by the normal gravity value computed on the
 AE1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1705.degrees latitude (g = 980.6199 gals.).
 AE1705
 AE1705.The modeled gravity was interpolated from observed gravity values.
 AE1705
 AE1705;                    North         East    Units  Estimated Accuracy
 AE1705;SPC CA 5     -   571,220.    1,956,060.      MT  (+/- 180 meters Scaled)
 AE1705
 AE1705                          SUPERSEDED SURVEY CONTROL
 AE1705
 AE1705.No superseded survey control is available for this station.
 AE1705
 AE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT638787(NAD 83)
 AE1705_MARKER: DD = SURVEY DISK
 AE1705_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1705_SP_SET: HANDWELL
 AE1705_STAMPING: CITY OF LOS ANGELES SURVEY DIVISION 1-80
 AE1705_MARK LOGO: CA1980
 AE1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1705+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1995
 AE1705
 AE1705  HISTORY     - Date     Condition        Report By
 AE1705  HISTORY     - 1980     MONUMENTED       CA1980
 AE1705  HISTORY     - 19951122 GOOD             MWDSC
 AE1705
 AE1705                          STATION DESCRIPTION
 AE1705
 AE1705'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1705'VAN NUYS, CA.  AT THE INTERSECTION OF SEPULVEDA BLVD AND ROYAL WOODS
 AE1705'DRIVE, 65 FEET (19.8 M) EASTERLY OF THE BLVD ON ROYAL WOODS DR AND ON
 AE1705'THE NORTHERLY PROD OF ROYAL RIDGE RD.  FOUND A 2-1/2 INCH C OF LA
 AE1705'BRASS DISK DOWN 0.8 FOOT (24.4 CM) IN HANDWELL STAMPED 1-80 AT THE
 AE1705'INTERSECTION OF ROYAL WOODS DR AND ROYAL RIDGE RD.  REF MWD FB 4034 01
 AE1705'048 AND TB MAP LACO 561/G6.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0679 ***********************************************************************
 DX0679  DESIGNATION -  1 A
 DX0679  PID         -  DX0679
 DX0679  STATE/COUNTY-  CA/RIVERSIDE
 DX0679  USGS QUAD   -  INDIO (1972)
 DX0679
 DX0679                         *CURRENT SURVEY CONTROL
 DX0679  ___________________________________________________________________
 DX0679* NAD 83(1986)-  33 42 37.     (N)    116 12 01.     (W)     SCALED    
 DX0679* NAVD 88     -        -9.17   (+/-2cm)     -30.1    (feet)  VERTCON   
 DX0679  ___________________________________________________________________
 DX0679  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DX0679  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0679
 DX0679.The horizontal coordinates were scaled from a topographic map and have
 DX0679.an estimated accuracy of +/- 6 seconds.
 DX0679
 DX0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0679.The vertical order pertains to the NGVD 29 superseded value.
 DX0679
 DX0679.The geoid height was determined by GEOID03.
 DX0679
 DX0679;                    North         East    Units  Estimated Accuracy
 DX0679;SPC CA 6     -   671,190.    2,004,610.      MT  (+/- 180 meters Scaled)
 DX0679
 DX0679                          SUPERSEDED SURVEY CONTROL
 DX0679
 DX0679  NGVD 29 (??/??/??)   -9.840  (m)          -32.28   (f) ADJUSTED    1 2
 DX0679
 DX0679.Superseded values are not recommended for survey control.
 DX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0679.See file dsdata.txt to determine how the superseded data were derived.
 DX0679
 DX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT741303(NAD 83)
 DX0679_MARKER: DD = SURVEY DISK
 DX0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0679_SP_SET: CULVERT
 DX0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0679
 DX0679  HISTORY     - Date     Condition        Report By
 DX0679  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0679  HISTORY     - 1955     MARK NOT FOUND   NGS
 DX0679
 DX0679                          STATION DESCRIPTION
 DX0679
 DX0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0679'1 MI SE FROM INDIO.
 DX0679'ABOUT 1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DX0679'FROM INDIO, RIVERSIDE COUNTY, ABOUT 400 FEET SOUTHEAST OF THE
 DX0679'CROSSING OF THE FARGO ROAD, AT CULVERT 612 A, AND IN THE EAST
 DX0679'END OF THE NORTH CONCRETE WING WALL.  A METROPOLITAN WATER
 DX0679'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6171 ***********************************************************************
 EW6171  DESIGNATION -  1 A
 EW6171  PID         -  EW6171
 EW6171  STATE/COUNTY-  CA/VENTURA
 EW6171  USGS QUAD   -  POINT MUGU (1967)
 EW6171
 EW6171                         *CURRENT SURVEY CONTROL
 EW6171  ___________________________________________________________________
 EW6171* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6171* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 EW6171  ___________________________________________________________________
 EW6171  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6171
 EW6171.The horizontal coordinates were scaled from a topographic map and have
 EW6171.an estimated accuracy of +/- 6 seconds.
 EW6171
 EW6171.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6171.The vertical order pertains to the NGVD 29 superseded value.
 EW6171
 EW6171.The geoid height was determined by GEOID03.
 EW6171
 EW6171;                    North         East    Units  Estimated Accuracy
 EW6171;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6171
 EW6171                          SUPERSEDED SURVEY CONTROL
 EW6171
 EW6171  NGVD 29 (??/??/92)    6.896  (m)           22.62   (f) ADJ UNCH    2 0
 EW6171
 EW6171.Superseded values are not recommended for survey control.
 EW6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6171.See file dsdata.txt to determine how the superseded data were derived.
 EW6171
 EW6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6171_MARKER: Z = SEE DESCRIPTION
 EW6171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6171_SP_SET: STEEL PLATES
 EW6171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6171
 EW6171  HISTORY     - Date     Condition        Report By
 EW6171  HISTORY     - UNK      MONUMENTED       CGS
 EW6171  HISTORY     - 1960     GOOD             NGS
 EW6171
 EW6171                          STATION DESCRIPTION
 EW6171
 EW6171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6171'6 MI SE FROM OXNARD.
 EW6171'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6171'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST ON
 EW6171'BEACH ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5 MILE
 EW6171'TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD.  THE
 EW6171'MARK IS THE CENTER OF A CROSS FORMED BY TWO STEEL PLATES.  IT IS 40
 EW6171'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PAD AND 150 FEET
 EW6171'NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1118 ***********************************************************************
 HT1118  DESIGNATION -  1 A
 HT1118  PID         -  HT1118
 HT1118  STATE/COUNTY-  CA/SANTA CRUZ
 HT1118  USGS QUAD   -  BIG BASIN (1997)
 HT1118
 HT1118                         *CURRENT SURVEY CONTROL
 HT1118  ___________________________________________________________________
 HT1118* NAD 83(1986)-  37 14 26.     (N)    122 07 46.     (W)     SCALED    
 HT1118* NAVD 88     -       561.95   (+/-2cm)    1843.7    (feet)  VERTCON   
 HT1118  ___________________________________________________________________
 HT1118  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HT1118  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1118
 HT1118.The horizontal coordinates were scaled from a topographic map and have
 HT1118.an estimated accuracy of +/- 6 seconds.
 HT1118
 HT1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1118.The vertical order pertains to the NGVD 29 superseded value.
 HT1118
 HT1118.The geoid height was determined by GEOID03.
 HT1118
 HT1118;                    North         East    Units  Estimated Accuracy
 HT1118;SPC CA 3     -   583,450.    1,855,430.      MT  (+/- 180 meters Scaled)
 HT1118
 HT1118                          SUPERSEDED SURVEY CONTROL
 HT1118
 HT1118  NGVD 29 (??/??/92)  561.09   (m)         1840.8    (f) COMPUTED    1 1
 HT1118
 HT1118.Superseded values are not recommended for survey control.
 HT1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1118.See file dsdata.txt to determine how the superseded data were derived.
 HT1118
 HT1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG772219(NAD 83)
 HT1118_MARKER: N = NAIL
 HT1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1118_SP_SET: MADRONA TREE
 HT1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1118
 HT1118  HISTORY     - Date     Condition        Report By
 HT1118  HISTORY     - UNK      MONUMENTED       CGS
 HT1118  HISTORY     - 1967     GOOD             NGS
 HT1118
 HT1118                          STATION DESCRIPTION
 HT1118
 HT1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HT1118'9.6 MI SW FROM SARATOGA.
 HT1118'7.3 MILES WEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 HT1118'SARATOGA, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 35, THENCE
 HT1118'0.1 MILE WEST ALONG A PAVED ROAD, THENCE 1.75 MILES SOUTHWEST
 HT1118'ALONG A NARROW DIRT ROAD, THENCE 0.35 MILE SOUTH ALONG THE
 HT1118'MAIN ROAD TO THE CASTLE ROCK MAGNETIC OBSERVATORY, ABOUT 0.1
 HT1118'MILE NORTHEAST OF THE OBSERVATORY BUILDING, IN A DEEPLY BLAZED
 HT1118'PORTION OF THE NORTHWEST ENTENDED ROOT OF A LARGE MADRONA
 HT1118'TREE BEARING A C AND GS PLAQUE, 90 FEET SOUTH OF BENCH MARK
 HT1118'Z 1080, 63 FEET NORTH-NORTHEAST OF TRIANGULATION STATION CASTLE
 HT1118'ROCK, 22 FEET EAST OF BENCH MARK 1 B (NAIL), ABOUT 8 FEET
 HT1118'LOWER THAN THE TRIANGULATION STATION AND 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0585 ***********************************************************************
 JT0585  DESIGNATION -  1 A
 JT0585  PID         -  JT0585
 JT0585  STATE/COUNTY-  CA/SOLANO
 JT0585  USGS QUAD   -  BENICIA (1980)
 JT0585
 JT0585                         *CURRENT SURVEY CONTROL
 JT0585  ___________________________________________________________________
 JT0585* NAD 83(1986)-  38 04 54.     (N)    122 14 01.     (W)     SCALED    
 JT0585* NAVD 88     -        17.33   (+/-2cm)      56.9    (feet)  VERTCON   
 JT0585  ___________________________________________________________________
 JT0585  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0585  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0585
 JT0585.The horizontal coordinates were scaled from a topographic map and have
 JT0585.an estimated accuracy of +/- 6 seconds.
 JT0585
 JT0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0585.The vertical order pertains to the NGVD 29 superseded value.
 JT0585
 JT0585.The geoid height was determined by GEOID03.
 JT0585
 JT0585;                    North         East    Units  Estimated Accuracy
 JT0585;SPC CA 2     -   546,100.    1,979,500.      MT  (+/- 180 meters Scaled)
 JT0585
 JT0585                          SUPERSEDED SURVEY CONTROL
 JT0585
 JT0585  NGVD 29 (??/??/92)   16.51   (m)           54.2    (f) COMPUTED    1 2
 JT0585
 JT0585.Superseded values are not recommended for survey control.
 JT0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0585.See file dsdata.txt to determine how the superseded data were derived.
 JT0585
 JT0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH672151(NAD 83)
 JT0585_MARKER: DD = SURVEY DISK
 JT0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0585_SP_SET: RETAINING WALL
 JT0585_STAMPING: 1 A
 JT0585_MARK LOGO: CADH  
 JT0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0585
 JT0585  HISTORY     - Date     Condition        Report By
 JT0585  HISTORY     - UNK      MONUMENTED       CADH
 JT0585  HISTORY     - 1956     GOOD             CGS
 JT0585  HISTORY     - 1964     GOOD             CGS
 JT0585
 JT0585                          STATION DESCRIPTION
 JT0585
 JT0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0585'AT VALLEJO.
 JT0585'AT VALLEJO, IN T 2 N, R 3 W, 0.95 MILE SOUTH ALONG U.S. HIGHWAY
 JT0585'40 FROM THE INTERSECTION OF BENICIA ROAD, 0.45 MILE NORTH OF A
 JT0585'CONCRETE BRIDGE OVER STATE HIGHWAY 29, 0.15 MILE SOUTH OF BENCH
 JT0585'MARK 1 (CSHD), BETWEEN U.S. HIGHWAY 40 AND A WEST ACCESS ROAD
 JT0585'(UNDER CONSTRUCTION), IN THE TOP OF THE SOUTH END OF A CONCRETE
 JT0585'RETAINING WALL, 27 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JT0585'AND 2 FEET HIGHER THAN THE HIGHWAY.
 JT0585
 JT0585                          STATION RECOVERY (1964)
 JT0585
 JT0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0812 ***********************************************************************
 DY0812  DESIGNATION -  1 A 100
 DY0812  PID         -  DY0812
 DY0812  STATE/COUNTY-  CA/ORANGE
 DY0812  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0812
 DY0812                         *CURRENT SURVEY CONTROL
 DY0812  ___________________________________________________________________
 DY0812* NAD 83(1986)-  33 47 45.     (N)    118 04 17.     (W)     SCALED    
 DY0812* NAVD 88     -         6.469  (meters)      21.22   (feet)  ADJUSTED  
 DY0812  ___________________________________________________________________
 DY0812  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0812  DYNAMIC HT  -           6.462 (meters)      21.20  (feet)  COMP
 DY0812  MODELED GRAV-     979,575.5   (mgal)                       NAVD 88
 DY0812
 DY0812  VERT ORDER  -  FIRST     CLASS I
 DY0812
 DY0812.The horizontal coordinates were scaled from a topographic map and have
 DY0812.an estimated accuracy of +/- 6 seconds.
 DY0812
 DY0812.The orthometric height was determined by differential leveling
 DY0812.and adjusted in June 1991.
 DY0812.WARNING-Repeat measurements at this control monument indicate possible
 DY0812.vertical movement.
 DY0812
 DY0812.The geoid height was determined by GEOID03.
 DY0812
 DY0812.The dynamic height is computed by dividing the NAVD 88
 DY0812.geopotential number by the normal gravity value computed on the
 DY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0812.degrees latitude (g = 980.6199 gals.).
 DY0812
 DY0812.The modeled gravity was interpolated from observed gravity values.
 DY0812
 DY0812;                    North         East    Units  Estimated Accuracy
 DY0812;SPC CA 6     -   682,160.    1,831,340.      MT  (+/- 180 meters Scaled)
 DY0812
 DY0812                          SUPERSEDED SURVEY CONTROL
 DY0812
 DY0812.No superseded survey control is available for this station.
 DY0812
 DY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT008400(NAD 83)
 DY0812_MARKER: DD = SURVEY DISK
 DY0812_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY0812+WITH SETTING: PAVEMENT
 DY0812_SP_SET: CONCRETE SLAB
 DY0812_STAMPING: 1A-100-68
 DY0812_MARK LOGO: CA-059
 DY0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0812+STABILITY: SURFACE MOTION
 DY0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0812+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1989
 DY0812
 DY0812  HISTORY     - Date     Condition        Report By
 DY0812  HISTORY     - 1968     MONUMENTED       CA-059
 DY0812  HISTORY     - 1974     GOOD             CA-059
 DY0812  HISTORY     - 1978     GOOD             NGS
 DY0812  HISTORY     - 19890417 GOOD             NGS
 DY0812  HISTORY     - 20080911 GOOD             GEOCAC
 DY0812
 DY0812                          STATION DESCRIPTION
 DY0812
 DY0812'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0812'AT LOS ALAMITOS.
 DY0812'1.55 MILES NORTH ALONG LOS ALAMITOS BOULEVARD FROM THE SAN DIEGO
 DY0812'FREEWAY TO ITS INTERSECTION WITH ORANGEWOOD AVENUE, 110 FEET
 DY0812'EAST OF THE CENTER LINE OF LOS ALAMITOS BOULEVARD, 20 FEET
 DY0812'SOUTH OF THE CENTER LINE OF ORANGEWOOD AVENUE, 20 FEET EAST OF
 DY0812'POWER POLE B-14-368, 38 FEET SOUTHEAST OF A TRAFFIC SIGNAL LIGHT,
 DY0812'7 FEET EAST OF A GUY WIRE, IN THE TOP OF THE SOUTHWEST CORNER
 DY0812'OF A CONCRETE SLAB FOR AN INSPECTION BOX, ABOUT 0.6 FEET ABOVE
 DY0812'THE ROAD.
 DY0812
 DY0812                          STATION RECOVERY (1974)
 DY0812
 DY0812'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0812'RECOVERED IN GOOD CONDITION.
 DY0812
 DY0812                          STATION RECOVERY (1978)
 DY0812
 DY0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0812'RECOVERED IN GOOD CONDITION.
 DY0812
 DY0812                          STATION RECOVERY (1989)
 DY0812
 DY0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0812'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DY0812'DELETE--20 FEET EAST OF POWER POLE NUMBER B-14-368, AND 7 FEET EAST
 DY0812'OF A GUY WIRE.  ADD--IN LOS ALAMITOS, AND 1.5 M (4.9 FT) EAST OF
 DY0812'UTILITY POLE NUMBER GT-69918.
 DY0812
 DY0812                          STATION RECOVERY (2008)
 DY0812
 DY0812'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0813 ***********************************************************************
 DY0813  DESIGNATION -  1 A 101 O CO
 DY0813  PID         -  DY0813
 DY0813  STATE/COUNTY-  CA/ORANGE
 DY0813  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0813
 DY0813                         *CURRENT SURVEY CONTROL
 DY0813  ___________________________________________________________________
 DY0813* NAD 83(1986)-  33 47 14.     (N)    118 04 18.     (W)     SCALED    
 DY0813* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 DY0813  ___________________________________________________________________
 DY0813  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0813  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0813
 DY0813.The horizontal coordinates were scaled from a topographic map and have
 DY0813.an estimated accuracy of +/- 6 seconds.
 DY0813
 DY0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0813.The vertical order pertains to the NGVD 29 superseded value.
 DY0813
 DY0813.The geoid height was determined by GEOID03.
 DY0813
 DY0813;                    North         East    Units  Estimated Accuracy
 DY0813;SPC CA 6     -   681,200.    1,831,300.      MT  (+/- 180 meters Scaled)
 DY0813
 DY0813                          SUPERSEDED SURVEY CONTROL
 DY0813
 DY0813  NGVD 29 (??/??/92)    5.06   (m)           16.6    (f) COMPUTED    1 1
 DY0813
 DY0813.Superseded values are not recommended for survey control.
 DY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0813.See file dsdata.txt to determine how the superseded data were derived.
 DY0813
 DY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT007390(NAD 83)
 DY0813_MARKER: DD = SURVEY DISK
 DY0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0813_SP_SET: CONCRETE BASE
 DY0813_STAMPING: 1A-101-68
 DY0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0813+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2007
 DY0813
 DY0813  HISTORY     - Date     Condition        Report By
 DY0813  HISTORY     - 1968     MONUMENTED       CA-059
 DY0813  HISTORY     - 1974     GOOD             CA-059
 DY0813  HISTORY     - 1978     GOOD             NGS
 DY0813  HISTORY     - 20070810 GOOD             GEOCAC
 DY0813
 DY0813                          STATION DESCRIPTION
 DY0813
 DY0813'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0813'AT LOS ALAMITOS.
 DY0813'1.0 MILE NORTH ALONG LOS ALAMITOS BOULEVARD FROM THE SAN DIEGO
 DY0813'FREEWAY TO ITS INTERSECTION WITH BRADBURY ROAD, 66 FEET EAST OF
 DY0813'THE CENTER LINE OF LOS ALAMITOS BOULEVARD, 28 FEET SOUTH OF THE
 DY0813'CENTER LINE OF BRADBURY ROAD, IN THE TOP OF THE SOUTHEAST
 DY0813'CORNER OF THE CONCRETE BASE OF A TRAFFIC SIGNAL LIGHT, ABOUT
 DY0813'0.6 FOOT ABOVE THE ROAD.
 DY0813
 DY0813                          STATION RECOVERY (1974)
 DY0813
 DY0813'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0813'RECOVERED IN GOOD CONDITION.
 DY0813
 DY0813                          STATION RECOVERY (1978)
 DY0813
 DY0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0813'RECOVERED IN GOOD CONDITION.
 DY0813
 DY0813                          STATION RECOVERY (2007)
 DY0813
 DY0813'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0816 ***********************************************************************
 DY0816  DESIGNATION -  1 A 103 O CO
 DY0816  PID         -  DY0816
 DY0816  STATE/COUNTY-  CA/ORANGE
 DY0816  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0816
 DY0816                         *CURRENT SURVEY CONTROL
 DY0816  ___________________________________________________________________
 DY0816* NAD 83(1986)-  33 46 29.     (N)    118 04 28.     (W)     SCALED    
 DY0816* NAVD 88     -        12.63   (+/-2cm)      41.4    (feet)  VERTCON   
 DY0816  ___________________________________________________________________
 DY0816  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0816  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0816
 DY0816.The horizontal coordinates were scaled from a topographic map and have
 DY0816.an estimated accuracy of +/- 6 seconds.
 DY0816
 DY0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0816.The vertical order pertains to the NGVD 29 superseded value.
 DY0816
 DY0816.The geoid height was determined by GEOID03.
 DY0816
 DY0816;                    North         East    Units  Estimated Accuracy
 DY0816;SPC CA 6     -   679,820.    1,831,020.      MT  (+/- 180 meters Scaled)
 DY0816
 DY0816                          SUPERSEDED SURVEY CONTROL
 DY0816
 DY0816  NGVD 29 (??/??/92)   11.90   (m)           39.0    (f) COMPUTED    1 1
 DY0816
 DY0816.Superseded values are not recommended for survey control.
 DY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0816.See file dsdata.txt to determine how the superseded data were derived.
 DY0816
 DY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT005376(NAD 83)
 DY0816_MARKER: DD = SURVEY DISK
 DY0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0816_SP_SET: SIDEWALK
 DY0816_STAMPING: 1A-103-68
 DY0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0816
 DY0816  HISTORY     - Date     Condition        Report By
 DY0816  HISTORY     - 1968     MONUMENTED       CA-059
 DY0816  HISTORY     - 1974     GOOD             CA-059
 DY0816  HISTORY     - 20080915 MARK NOT FOUND   GEOCAC
 DY0816
 DY0816                          STATION DESCRIPTION
 DY0816
 DY0816'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0816'AT SEAL BEACH.
 DY0816'AT THE INTERSECTION OF LOS ALAMITOS BOULEVARD AND THE SAN DIEGO
 DY0816'FREEWAY, 45 FEET SOUTHEAST OF THE CENTER LINE OF LOS ALAMITOS
 DY0816'BOULEVARD, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 DY0816'CONCRETE SIDEWALK ON THE SOUTHEAST SIDE OF BRIDGE 55-365 OVER
 DY0816'THE SAN DIEGO FREEWAY, 0.5 FOOT NORTHWEST OF THE EDGE OF THE
 DY0816'CONCRETE GUARD RAIL ON SOUTHEAST SIDE OF THE BRIDGE, IN THE
 DY0816'TOP OF THE CONCRETE SIDE WALK ON THE SOUTHEAST SIDE OF THE BRIDGE.
 DY0816
 DY0816                          STATION RECOVERY (1974)
 DY0816
 DY0816'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0816'RECOVERED IN GOOD CONDITION.
 DY0816
 DY0816                          STATION RECOVERY (2008)
 DY0816
 DY0816'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0816'THE DESCRIPTION OF THIS MARK WOULD SEEM TO INDICATE THAT IT WAS
 DY0816'DESTROYED. DESPITE THAT, THERE IS A BRASS POST IN THE APPROXIMATE
 DY0816'LOCATION OF THIS MARK. ORANGE COUNTY CLAIMED TO RECOVER THIS IN 1974.
 DY0816'OC ALSO MONUMENTED DY0815 IN 1974 ONLY 1 FOOT AWAY, BY DESCRIPTION.
 DY0816'THE DESCRIPTION OF DY0815 INDICATED THAT THE BRIDGE WAS REPLACED IN
 DY0816'1972. THIS WOULD INDICATE THAT THE 1974 RECOVERY REPORT WAS IN ERROR.
 DY0816'THE BRASS PLUG ABOUT 1 FOOT NE OF DY0815 IS MOST LIKELY NOT THIS MARK.
 DY0816'THIS MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2290 ***********************************************************************
 DX2290  DESIGNATION -  1 A 105 68
 DX2290  PID         -  DX2290
 DX2290  STATE/COUNTY-  CA/ORANGE
 DX2290  USGS QUAD   -  ANAHEIM (1981)
 DX2290
 DX2290                         *CURRENT SURVEY CONTROL
 DX2290  ___________________________________________________________________
 DX2290* NAD 83(1986)-  33 47 19.     (N)    117 53 20.     (W)     SCALED    
 DX2290* NAVD 88     -        42.450  (meters)     139.27   (feet)  ADJUSTED  
 DX2290  ___________________________________________________________________
 DX2290  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DX2290  DYNAMIC HT  -          42.405 (meters)     139.12  (feet)  COMP
 DX2290  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DX2290
 DX2290  VERT ORDER  -  FIRST     CLASS I
 DX2290
 DX2290.The horizontal coordinates were scaled from a topographic map and have
 DX2290.an estimated accuracy of +/- 6 seconds.
 DX2290
 DX2290.The orthometric height was determined by differential leveling
 DX2290.and adjusted in June 1991.
 DX2290
 DX2290.The geoid height was determined by GEOID03.
 DX2290
 DX2290.The dynamic height is computed by dividing the NAVD 88
 DX2290.geopotential number by the normal gravity value computed on the
 DX2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2290.degrees latitude (g = 980.6199 gals.).
 DX2290
 DX2290.The modeled gravity was interpolated from observed gravity values.
 DX2290
 DX2290;                    North         East    Units  Estimated Accuracy
 DX2290;SPC CA 6     -   681,070.    1,848,230.      MT  (+/- 180 meters Scaled)
 DX2290
 DX2290                          SUPERSEDED SURVEY CONTROL
 DX2290
 DX2290  NGVD 29 (??/??/??)   41.780  (m)          137.07   (f) ADJUSTED    1 1
 DX2290
 DX2290.Superseded values are not recommended for survey control.
 DX2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2290.See file dsdata.txt to determine how the superseded data were derived.
 DX2290
 DX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT177390(NAD 83)
 DX2290_MARKER: DD = SURVEY DISK
 DX2290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DX2290_SP_SET: BRIDGE ABUTMENT
 DX2290_STAMPING: 1A 105 68
 DX2290_MARK LOGO: CA-059
 DX2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2290+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 DX2290
 DX2290  HISTORY     - Date     Condition        Report By
 DX2290  HISTORY     - 1968     MONUMENTED       CA-059
 DX2290  HISTORY     - 1974     GOOD             CA-059
 DX2290  HISTORY     - 19890523 GOOD             NGS
 DX2290  HISTORY     - 19940818 GOOD             MWDSC
 DX2290  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2290
 DX2290                          STATION DESCRIPTION
 DX2290
 DX2290'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2290'3.4 MI NW FROM ORANGE.
 DX2290'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2290'STATION AT SANTA ANA TO ITS OVERCROSSING OF CHAPMAN AVENUE, AT
 DX2290'THE NORTHEAST END OF A 3.5 FOOT HIGH CONCRETE GUARD WALL, 1.2
 DX2290'FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEL GUARD WALL FOR THE
 DX2290'RAILWAY BRIDGE, 5.8 FEET LOWER THAN THE TOP OF THE STEEL GUARD
 DX2290'WALL, 6.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, SET
 DX2290'IN THE TOP OF A CONCRETE ABUTMENT, ABOUT LEVEL WITH THE TRACK.
 DX2290
 DX2290                          STATION RECOVERY (1974)
 DX2290
 DX2290'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2290'RECOVERED IN GOOD CONDITION.
 DX2290
 DX2290                          STATION RECOVERY (1989)
 DX2290
 DX2290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2290'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.5 KM
 DX2290'(3.40 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2290'STATION IN SANTA ANA, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 DX2290'OF THE RAILROAD OVERPASS OF CHAPMAN AVENUE, 0.2 KM (0.10 MI)
 DX2290'SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 5, 2.1 M (6.9 FT)
 DX2290'NORTHEAST OF THE NEAR RAIL, 0.5 M (1.6 FT) WEST OF THE EAST END OF
 DX2290'THE ABUTMENT, AND LEVEL WITH THE TRACK.
 DX2290
 DX2290                          STATION RECOVERY (1994)
 DX2290
 DX2290'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2290'ORANGE, NEAR INTERSECTION OF CHAPMEN AVENUE AND STATE COLLEGE BLVD,
 DX2290'WEST ON CHAPMEN AVENUE TO SOUTHERN PACIFIC R/R BRIDGE, ON TOP OF
 DX2290'RAILROAD BRIDGE, FLUSH IN TOP OF SOUTHEAST CORNER OF RAILROAD BRIDGE
 DX2290'CONCRETE ABUTMENT/HEADWALL, A 4 INCH ORANGE COUNTY SURVEYOR DISK
 DX2290'STAMPED 1A 105 68.  NEAR OCF STA.  1374+00 REFERENCE MWD FB 2011 03
 DX2290'061.
 DX2290
 DX2290                          STATION RECOVERY (2006)
 DX2290
 DX2290'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2189 ***********************************************************************
 DX2189  DESIGNATION -  1 A 105 A 68
 DX2189  PID         -  DX2189
 DX2189  STATE/COUNTY-  CA/ORANGE
 DX2189  USGS QUAD   -  ORANGE (1981)
 DX2189
 DX2189                         *CURRENT SURVEY CONTROL
 DX2189  ___________________________________________________________________
 DX2189* NAD 83(1986)-  33 45 20.     (N)    117 51 59.     (W)     SCALED    
 DX2189* NAVD 88     -        41.254  (meters)     135.35   (feet)  ADJUSTED  
 DX2189  ___________________________________________________________________
 DX2189  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DX2189  DYNAMIC HT  -          41.210 (meters)     135.20  (feet)  COMP
 DX2189  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 DX2189
 DX2189  VERT ORDER  -  FIRST     CLASS I
 DX2189
 DX2189.The horizontal coordinates were scaled from a topographic map and have
 DX2189.an estimated accuracy of +/- 6 seconds.
 DX2189
 DX2189.The orthometric height was determined by differential leveling
 DX2189.and adjusted in June 1991.
 DX2189.WARNING-Repeat measurements at this control monument indicate possible
 DX2189.vertical movement.
 DX2189
 DX2189.The geoid height was determined by GEOID03.
 DX2189
 DX2189.The dynamic height is computed by dividing the NAVD 88
 DX2189.geopotential number by the normal gravity value computed on the
 DX2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2189.degrees latitude (g = 980.6199 gals.).
 DX2189
 DX2189.The modeled gravity was interpolated from observed gravity values.
 DX2189
 DX2189;                    North         East    Units  Estimated Accuracy
 DX2189;SPC CA 6     -   677,380.    1,850,250.      MT  (+/- 180 meters Scaled)
 DX2189
 DX2189                          SUPERSEDED SURVEY CONTROL
 DX2189
 DX2189  NGVD 29 (??/??/92)   40.537  (m)          133.00   (f) ADJ UNCH    1 1
 DX2189
 DX2189.Superseded values are not recommended for survey control.
 DX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2189.See file dsdata.txt to determine how the superseded data were derived.
 DX2189
 DX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT197353(NAD 83)
 DX2189_MARKER: DD = SURVEY DISK
 DX2189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2189_SP_SET: CATCH BASIN
 DX2189_STAMPING: 1A-105A-68
 DX2189_MARK LOGO: CA-059
 DX2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2189+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX2189
 DX2189  HISTORY     - Date     Condition        Report By
 DX2189  HISTORY     - 1968     MONUMENTED       CA-059
 DX2189  HISTORY     - 1969     GOOD             NGS
 DX2189  HISTORY     - 1974     GOOD             CA-059
 DX2189  HISTORY     - 1977     GOOD             NGS
 DX2189  HISTORY     - 1988     GOOD             NGS
 DX2189  HISTORY     - 20060305 GOOD             USPSQD
 DX2189
 DX2189                          STATION DESCRIPTION
 DX2189
 DX2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX2189'AT SANTA ANA.
 DX2189'0.40 MILE NORTH ALONG BUSH STREET FROM THE POST OFFICE IN SANTA
 DX2189'ANA TO ITS INTERSECTION WITH WASHINGTON AVENUE, 30.5 FEET NORTH
 DX2189'OF THE CENTER LINE OF THE AVENUE, 22 FEET EAST OF THE CENTER
 DX2189'LINE OF THE STREET, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 DX2189'5 FOOT BY 18 FOOT CONCRETE CATCH BASIN, 0.70 OF A FOOT HIGHER THAN
 DX2189'THE GUTTER.
 DX2189
 DX2189                          STATION RECOVERY (1974)
 DX2189
 DX2189'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2189'RECOVERED IN GOOD CONDITION.
 DX2189
 DX2189                          STATION RECOVERY (1977)
 DX2189
 DX2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2189'RECOVERED IN GOOD CONDITION.
 DX2189
 DX2189                          STATION RECOVERY (1988)
 DX2189
 DX2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2189'RECOVERED IN GOOD CONDITION.
 DX2189
 DX2189                          STATION RECOVERY (2006)
 DX2189
 DX2189'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2296 ***********************************************************************
 DX2296  DESIGNATION -  1 A 106
 DX2296  PID         -  DX2296
 DX2296  STATE/COUNTY-  CA/ORANGE
 DX2296  USGS QUAD   -  ANAHEIM (1981)
 DX2296
 DX2296                         *CURRENT SURVEY CONTROL
 DX2296  ___________________________________________________________________
 DX2296* NAD 83(1986)-  33 48 11.     (N)    117 53 54.     (W)     SCALED    
 DX2296* NAVD 88     -        44.153  (meters)     144.86   (feet)  ADJUSTED  
 DX2296  ___________________________________________________________________
 DX2296  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DX2296  DYNAMIC HT  -          44.106 (meters)     144.70  (feet)  COMP
 DX2296  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 DX2296
 DX2296  VERT ORDER  -  FIRST     CLASS I
 DX2296
 DX2296.The horizontal coordinates were scaled from a topographic map and have
 DX2296.an estimated accuracy of +/- 6 seconds.
 DX2296
 DX2296.The orthometric height was determined by differential leveling
 DX2296.and adjusted in June 1991.
 DX2296
 DX2296.The geoid height was determined by GEOID03.
 DX2296
 DX2296.The dynamic height is computed by dividing the NAVD 88
 DX2296.geopotential number by the normal gravity value computed on the
 DX2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2296.degrees latitude (g = 980.6199 gals.).
 DX2296
 DX2296.The modeled gravity was interpolated from observed gravity values.
 DX2296
 DX2296;                    North         East    Units  Estimated Accuracy
 DX2296;SPC CA 6     -   682,690.    1,847,380.      MT  (+/- 180 meters Scaled)
 DX2296
 DX2296                          SUPERSEDED SURVEY CONTROL
 DX2296
 DX2296  NGVD 29 (??/??/??)   43.481  (m)          142.65   (f) ADJUSTED    1 1
 DX2296
 DX2296.Superseded values are not recommended for survey control.
 DX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2296.See file dsdata.txt to determine how the superseded data were derived.
 DX2296
 DX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT168406(NAD 83)
 DX2296_MARKER: DD = SURVEY DISK
 DX2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2296_SP_SET: CATCH BASIN
 DX2296_STAMPING: 1A-106-68
 DX2296_MARK LOGO: CA-059
 DX2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2296+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2007
 DX2296
 DX2296  HISTORY     - Date     Condition        Report By
 DX2296  HISTORY     - 1968     MONUMENTED       CA-059
 DX2296  HISTORY     - 1974     GOOD             CA-059
 DX2296  HISTORY     - 19890530 GOOD             NGS
 DX2296  HISTORY     - 20070923 GOOD             GEOCAC
 DX2296
 DX2296                          STATION DESCRIPTION
 DX2296
 DX2296'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2296'AT ANAHEIM.
 DX2296'0.30 MILE EAST ALONG KATELLA AVENUE FROM THE SANTA ANA FREEWAY
 DX2296'TO THE SOUTHERN PACIFIC RAILWAY CROSSING, 190 FEET EAST ALONG
 DX2296'THE SIDEWALK FROM THE NORTHEAST RAIL OF THE TRACK, 46 FEET
 DX2296'SOUTH OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE
 DX2296'SOUTHWEST CORNER OF A 4 FOOT BY 11 FOOT CONCRETE CATCH BASIN, 0.80
 DX2296'OF A FOOT HIGHER THAN THE GUTTER.
 DX2296
 DX2296                          STATION RECOVERY (1974)
 DX2296
 DX2296'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2296'RECOVERED IN GOOD CONDITION.
 DX2296
 DX2296                          STATION RECOVERY (1989)
 DX2296
 DX2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2296'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2296'AT THE INTERSECTION OF KATELLA AVENUE AND LEWIS STREET, IN THE
 DX2296'SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 57.9 M (190.0 FT) EAST OF
 DX2296'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 53.3 M (174.9 FT)
 DX2296'WEST OF THE CENTERLINE OF THE STREET, 14.7 M (48.2 FT) SOUTH OF THE
 DX2296'CENTER OF THE AVENUE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE,
 DX2296'AND 0.1 M (0.3 FT) EAST OF THE WEST END OF THE CATCH BASIN.
 DX2296
 DX2296                          STATION RECOVERY (2007)
 DX2296
 DX2296'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2298 ***********************************************************************
 DX2298  DESIGNATION -  1 A 107
 DX2298  PID         -  DX2298
 DX2298  STATE/COUNTY-  CA/ORANGE
 DX2298  USGS QUAD   -  ANAHEIM (1981)
 DX2298
 DX2298                         *CURRENT SURVEY CONTROL
 DX2298  ___________________________________________________________________
 DX2298* NAD 83(1986)-  33 48 36.     (N)    117 54 02.     (W)     SCALED    
 DX2298* NAVD 88     -        46.227  (meters)     151.66   (feet)  ADJUSTED  
 DX2298  ___________________________________________________________________
 DX2298  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DX2298  DYNAMIC HT  -          46.178 (meters)     151.50  (feet)  COMP
 DX2298  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DX2298
 DX2298  VERT ORDER  -  FIRST     CLASS I
 DX2298
 DX2298.The horizontal coordinates were scaled from a topographic map and have
 DX2298.an estimated accuracy of +/- 6 seconds.
 DX2298
 DX2298.The orthometric height was determined by differential leveling
 DX2298.and adjusted in June 1991.
 DX2298
 DX2298.The geoid height was determined by GEOID03.
 DX2298
 DX2298.The dynamic height is computed by dividing the NAVD 88
 DX2298.geopotential number by the normal gravity value computed on the
 DX2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2298.degrees latitude (g = 980.6199 gals.).
 DX2298
 DX2298.The modeled gravity was interpolated from observed gravity values.
 DX2298
 DX2298;                    North         East    Units  Estimated Accuracy
 DX2298;SPC CA 6     -   683,460.    1,847,180.      MT  (+/- 180 meters Scaled)
 DX2298
 DX2298                          SUPERSEDED SURVEY CONTROL
 DX2298
 DX2298  NGVD 29 (??/??/??)   45.547  (m)          149.43   (f) ADJUSTED    1 1
 DX2298
 DX2298.Superseded values are not recommended for survey control.
 DX2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2298.See file dsdata.txt to determine how the superseded data were derived.
 DX2298
 DX2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT166414(NAD 83)
 DX2298_MARKER: DD = SURVEY DISK
 DX2298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2298_SP_SET: CATCH BASIN
 DX2298_STAMPING: 1A-107-68
 DX2298_MARK LOGO: CA-059
 DX2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2298+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 DX2298
 DX2298  HISTORY     - Date     Condition        Report By
 DX2298  HISTORY     - 1968     MONUMENTED       CA-059
 DX2298  HISTORY     - 1974     GOOD             CA-059
 DX2298  HISTORY     - 19890530 GOOD             NGS
 DX2298  HISTORY     - 20060917 GOOD             GEOCAC
 DX2298
 DX2298                          STATION DESCRIPTION
 DX2298
 DX2298'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2298'AT ANAHEIM.
 DX2298'AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILWAY CROSSING
 DX2298'OF CERRITOS AVENUE AT TUSTIN JUNCTION, 329 FEET EAST ALONG THE
 DX2298'SIDEWALK FROM THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 35.5
 DX2298'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 29.5 FEET WEST OF
 DX2298'POWER POLE NUMBER 9726D, 34 FEET WEST OF A FIRE PLUG, SET IN
 DX2298'THE TOP OF THE SOUTHEAST CORNER OF A 4.5 FOOT BY 7.5 FOOT
 DX2298'CONCRETE CATCH BASIN, 1 FOOT HIGHER THAN THE GUTTER.
 DX2298
 DX2298                          STATION RECOVERY (1974)
 DX2298
 DX2298'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2298'RECOVERED IN GOOD CONDITION.
 DX2298
 DX2298                          STATION RECOVERY (1989)
 DX2298
 DX2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2298'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2298'AT THE INTERSECTION OF CERRITOS AVENUE AND ALLEC STREET, IN THE
 DX2298'SOUTHEAST CORNER OF A CATCH BASIN, 33.5 M (109.9 FT) WEST OF THE
 DX2298'EXTENDED CENTER OF THE STREET, 10.8 M (35.4 FT) SOUTH OF THE
 DX2298'CENTERLINE OF THE AVENUE, 8.6 M (28.2 FT) EAST-NORTHEAST OF THE
 DX2298'CENTER OF A GATE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 DX2298
 DX2298                          STATION RECOVERY (2006)
 DX2298
 DX2298'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2307 ***********************************************************************
 DX2307  DESIGNATION -  1 A 109
 DX2307  PID         -  DX2307
 DX2307  STATE/COUNTY-  CA/ORANGE
 DX2307  USGS QUAD   -  ANAHEIM (1981)
 DX2307
 DX2307                         *CURRENT SURVEY CONTROL
 DX2307  ___________________________________________________________________
 DX2307* NAD 83(1986)-  33 50 01.     (N)    117 54 32.     (W)     SCALED    
 DX2307* NAVD 88     -        48.788  (meters)     160.07   (feet)  ADJUSTED  
 DX2307  ___________________________________________________________________
 DX2307  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX2307  DYNAMIC HT  -          48.736 (meters)     159.89  (feet)  COMP
 DX2307  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DX2307
 DX2307  VERT ORDER  -  FIRST     CLASS I
 DX2307
 DX2307.The horizontal coordinates were scaled from a topographic map and have
 DX2307.an estimated accuracy of +/- 6 seconds.
 DX2307
 DX2307.The orthometric height was determined by differential leveling
 DX2307.and adjusted in June 1991.
 DX2307
 DX2307.The geoid height was determined by GEOID03.
 DX2307
 DX2307.The dynamic height is computed by dividing the NAVD 88
 DX2307.geopotential number by the normal gravity value computed on the
 DX2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2307.degrees latitude (g = 980.6199 gals.).
 DX2307
 DX2307.The modeled gravity was interpolated from observed gravity values.
 DX2307
 DX2307;                    North         East    Units  Estimated Accuracy
 DX2307;SPC CA 6     -   686,090.    1,846,450.      MT  (+/- 180 meters Scaled)
 DX2307
 DX2307                          SUPERSEDED SURVEY CONTROL
 DX2307
 DX2307  NGVD 29 (??/??/??)   48.091  (m)          157.78   (f) ADJUSTED    1 1
 DX2307
 DX2307.Superseded values are not recommended for survey control.
 DX2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2307.See file dsdata.txt to determine how the superseded data were derived.
 DX2307
 DX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT159440(NAD 83)
 DX2307_MARKER: DD = SURVEY DISK
 DX2307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2307_SP_SET: CATCH BASIN
 DX2307_STAMPING: 1A-109-68
 DX2307_MARK LOGO: CA-059
 DX2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2307+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2307
 DX2307  HISTORY     - Date     Condition        Report By
 DX2307  HISTORY     - 1968     MONUMENTED       CA-059
 DX2307  HISTORY     - 1974     GOOD             CA-059
 DX2307  HISTORY     - 19890530 GOOD             NGS
 DX2307  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2307
 DX2307                          STATION DESCRIPTION
 DX2307
 DX2307'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2307'AT ANAHEIM.
 DX2307'0.3 MILE NORTHEAST ALONG BROADWAY FROM THE POST OFFICE IN
 DX2307'ANAHEIM TO ITS INTERSECTION WITH OLIVE STREET, 23.2 FEET NORTHEAST
 DX2307'OF THE CENTER LINE OF THE STREET, 65.2 FEET NORTHWEST OF THE
 DX2307'CENTER LINE OF BROADWAY, SET IN THE TOP OF THE NORTHEAST CORNER
 DX2307'OF A 4 FOOT BY 21 FOOT CONCRETE CATCH BASIN, 1 FOOT HIGHER THAN
 DX2307'THE GUTTER.
 DX2307
 DX2307                          STATION RECOVERY (1974)
 DX2307
 DX2307'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2307'RECOVERED IN GOOD CONDITION.
 DX2307
 DX2307                          STATION RECOVERY (1989)
 DX2307
 DX2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2307'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2307'AT THE INTERSECTION OF BROADWAY AND OLIVE STREET, IN THE NORTHEAST
 DX2307'CORNER OF A CATCH BASIN, 19.9 M (65.3 FT) NORTHWEST OF THE CENTER OF
 DX2307'BROADWAY, 7.1 M (23.3 FT) NORTHEAST OF THE CENTERLINE OF ALIVE
 DX2307'STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 DX2307
 DX2307                          STATION RECOVERY (2006)
 DX2307
 DX2307'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2309 ***********************************************************************
 DX2309  DESIGNATION -  1 A 110
 DX2309  PID         -  DX2309
 DX2309  STATE/COUNTY-  CA/ORANGE
 DX2309  USGS QUAD   -  ANAHEIM (1981)
 DX2309
 DX2309                         *CURRENT SURVEY CONTROL
 DX2309  ___________________________________________________________________
 DX2309* NAD 83(1986)-  33 49 54.     (N)    117 55 07.     (W)     SCALED    
 DX2309* NAVD 88     -        45.92   (+/-2cm)     150.7    (feet)  VERTCON   
 DX2309  ___________________________________________________________________
 DX2309  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DX2309  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2309
 DX2309.The horizontal coordinates were scaled from a topographic map and have
 DX2309.an estimated accuracy of +/- 6 seconds.
 DX2309
 DX2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2309.The vertical order pertains to the NGVD 29 superseded value.
 DX2309
 DX2309.The geoid height was determined by GEOID03.
 DX2309
 DX2309;                    North         East    Units  Estimated Accuracy
 DX2309;SPC CA 6     -   685,890.    1,845,550.      MT  (+/- 180 meters Scaled)
 DX2309
 DX2309                          SUPERSEDED SURVEY CONTROL
 DX2309
 DX2309  NGVD 29 (??/??/??)   45.231  (m)          148.40   (f) ADJUSTED    1 1
 DX2309
 DX2309.Superseded values are not recommended for survey control.
 DX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2309.See file dsdata.txt to determine how the superseded data were derived.
 DX2309
 DX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT150438(NAD 83)
 DX2309_MARKER: DD = SURVEY DISK
 DX2309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2309_SP_SET: CATCH BASIN
 DX2309_STAMPING: 1A-110-68
 DX2309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2309
 DX2309  HISTORY     - Date     Condition        Report By
 DX2309  HISTORY     - 1968     MONUMENTED       CA-059
 DX2309  HISTORY     - 1969     GOOD             CA-059
 DX2309  HISTORY     - 1974     GOOD             CA-059
 DX2309
 DX2309                          STATION DESCRIPTION
 DX2309
 DX2309'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2309'AT ANAHEIM.
 DX2309'0.3 MILE SOUTHWEST ALONG BROADWAY FROM THE POST OFFICE IN
 DX2309'ANAHEIM TO ITS INTERSECTION WITH HARBOR BOULEVARD, 69.5 FEET
 DX2309'NORTHEAST OF THE CENTER LINE OF THE BOULEVARD, 31 FEET SOUTHEAST
 DX2309'OF THE CENTER LINE OF BROADWAY, SET IN THE TOP OF THE NORTHEAST
 DX2309'CORNER OF A 4 FOOT BY 4 FOOT CONCRETE CATCH BASIN, 1 FOOT
 DX2309'HIGHER THAN THE GUTTER.
 DX2309
 DX2309                          STATION RECOVERY (1974)
 DX2309
 DX2309'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2319 ***********************************************************************
 DX2319  DESIGNATION -  1 A 111
 DX2319  PID         -  DX2319
 DX2319  STATE/COUNTY-  CA/ORANGE
 DX2319  USGS QUAD   -  ANAHEIM (1981)
 DX2319
 DX2319                         *CURRENT SURVEY CONTROL
 DX2319  ___________________________________________________________________
 DX2319* NAD 83(1986)-  33 50 05.     (N)    117 56 30.     (W)     SCALED    
 DX2319* NAVD 88     -        40.046  (meters)     131.38   (feet)  ADJUSTED  
 DX2319  ___________________________________________________________________
 DX2319  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DX2319  DYNAMIC HT  -          40.004 (meters)     131.25  (feet)  COMP
 DX2319  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DX2319
 DX2319  VERT ORDER  -  FIRST     CLASS I
 DX2319
 DX2319.The horizontal coordinates were scaled from a topographic map and have
 DX2319.an estimated accuracy of +/- 6 seconds.
 DX2319
 DX2319.The orthometric height was determined by differential leveling
 DX2319.and adjusted in June 1991.
 DX2319
 DX2319.The geoid height was determined by GEOID03.
 DX2319
 DX2319.The dynamic height is computed by dividing the NAVD 88
 DX2319.geopotential number by the normal gravity value computed on the
 DX2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2319.degrees latitude (g = 980.6199 gals.).
 DX2319
 DX2319.The modeled gravity was interpolated from observed gravity values.
 DX2319
 DX2319;                    North         East    Units  Estimated Accuracy
 DX2319;SPC CA 6     -   686,270.    1,843,420.      MT  (+/- 180 meters Scaled)
 DX2319
 DX2319                          SUPERSEDED SURVEY CONTROL
 DX2319
 DX2319  NGVD 29 (??/??/??)   39.374  (m)          129.18   (f) ADJUSTED    1 1
 DX2319
 DX2319.Superseded values are not recommended for survey control.
 DX2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2319.See file dsdata.txt to determine how the superseded data were derived.
 DX2319
 DX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT128442(NAD 83)
 DX2319_MARKER: DD = SURVEY DISK
 DX2319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2319_SP_SET: HEADWALL
 DX2319_STAMPING: 1A-111-68
 DX2319_MARK LOGO: CA-059
 DX2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2319+STABILITY: SURFACE MOTION
 DX2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2319+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2319
 DX2319  HISTORY     - Date     Condition        Report By
 DX2319  HISTORY     - 1968     MONUMENTED       CA-059
 DX2319  HISTORY     - 1974     GOOD             CA-059
 DX2319  HISTORY     - 19890530 GOOD             NGS
 DX2319  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2319
 DX2319                          STATION DESCRIPTION
 DX2319
 DX2319'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2319'2 MI W FROM ANAHEIM.
 DX2319'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2319'RAILWAY STATION AT ANAHEIM TO THE OVERCROSSING OF EUCLID AVENUE,
 DX2319'76 FEET NORTHWEST ALONG THE NORTHEAST RAIL OF THE NORTHEAST
 DX2319'TRACK FROM THE NORTHWEST EDGE OF THE CONCRETE OVERCROSSING
 DX2319'BRIDGE ON THE AVENUE, 4 FEET SOUTHWEST OF A 6 FOOT HIGH CHAIN
 DX2319'LINK FENCE, 11.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DX2319'NORTHEAST TRACK, SET IN THE TOP AND 1 FOOT NORTHEAST OF THE
 DX2319'SOUTHWEST END OF A CONCRETE HEADWALL, 0.80 OF A FOOT LOWER THAN
 DX2319'THE RAIL.
 DX2319
 DX2319                          STATION RECOVERY (1974)
 DX2319
 DX2319'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2319'RECOVERED IN GOOD CONDITION.
 DX2319
 DX2319                          STATION RECOVERY (1989)
 DX2319
 DX2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2319'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2319'AT THE INTERSECTION OF EUCLID STREET AND THE SOUTHERN PACIFIC
 DX2319'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 DX2319'OF THE HEADWALL OF A CONCRETE CULVERT, 4.6 M (15.1 FT) EAST OF THE
 DX2319'EXTENDED CENTER OF THE STREET, 3.5 M (11.5 FT) NORTHEAST OF THE NEAR
 DX2319'RAIL, 1.2 M (3.9 FT) SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.2 M (0.7
 DX2319'FT) LOWER THAT THE TRACK.
 DX2319
 DX2319                          STATION RECOVERY (2006)
 DX2319
 DX2319'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2323 ***********************************************************************
 DX2323  DESIGNATION -  1 A 112
 DX2323  PID         -  DX2323
 DX2323  STATE/COUNTY-  CA/ORANGE
 DX2323  USGS QUAD   -  ANAHEIM (1981)
 DX2323
 DX2323                         *CURRENT SURVEY CONTROL
 DX2323  ___________________________________________________________________
 DX2323* NAD 83(1986)-  33 50 21.     (N)    117 57 00.     (W)     SCALED    
 DX2323* NAVD 88     -        38.223  (meters)     125.40   (feet)  ADJUSTED  
 DX2323  ___________________________________________________________________
 DX2323  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DX2323  DYNAMIC HT  -          38.183 (meters)     125.27  (feet)  COMP
 DX2323  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DX2323
 DX2323  VERT ORDER  -  FIRST     CLASS I
 DX2323
 DX2323.The horizontal coordinates were scaled from a topographic map and have
 DX2323.an estimated accuracy of +/- 6 seconds.
 DX2323
 DX2323.The orthometric height was determined by differential leveling
 DX2323.and adjusted in June 1991.
 DX2323
 DX2323.The geoid height was determined by GEOID03.
 DX2323
 DX2323.The dynamic height is computed by dividing the NAVD 88
 DX2323.geopotential number by the normal gravity value computed on the
 DX2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2323.degrees latitude (g = 980.6199 gals.).
 DX2323
 DX2323.The modeled gravity was interpolated from observed gravity values.
 DX2323
 DX2323;                    North         East    Units  Estimated Accuracy
 DX2323;SPC CA 6     -   686,770.    1,842,660.      MT  (+/- 180 meters Scaled)
 DX2323
 DX2323                          SUPERSEDED SURVEY CONTROL
 DX2323
 DX2323  NGVD 29 (??/??/??)   37.551  (m)          123.20   (f) ADJUSTED    1 1
 DX2323
 DX2323.Superseded values are not recommended for survey control.
 DX2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2323.See file dsdata.txt to determine how the superseded data were derived.
 DX2323
 DX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT121447(NAD 83)
 DX2323_MARKER: DD = SURVEY DISK
 DX2323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX2323+WITH SETTING: PAVEMENT
 DX2323_SP_SET: CONCRETE SLAB
 DX2323_STAMPING: 1A-112-68
 DX2323_MARK LOGO: CA-059
 DX2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2323+STABILITY: SURFACE MOTION
 DX2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2323+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2323
 DX2323  HISTORY     - Date     Condition        Report By
 DX2323  HISTORY     - 1968     MONUMENTED       CA-059
 DX2323  HISTORY     - 1974     GOOD             CA-059
 DX2323  HISTORY     - 19890530 GOOD             NGS
 DX2323
 DX2323                          STATION DESCRIPTION
 DX2323
 DX2323'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2323'2.6 MI NW FROM ANAHEIM.
 DX2323'2.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2323'RAILWAY STATION IN ANAHEIM TO ITS INTERSECTION WITH THE
 DX2323'PROLONGATION OF THE CENTER LINE OF MULLER STREET, 3.4 MILES
 DX2323'SOUTHEAST ALONG THE RAILWAY FROM BEACH BOULEVARD (HIGHWAY 39)
 DX2323'AT BUENA PARK, 42.6 FEET WEST OF THE PROLONGATION OF THE CENTER
 DX2323'LINE OF MULLER STREET, 25.8 FEET SOUTHWEST OF THE SOUTHWEST
 DX2323'RAIL OF THE SOUTHWEST TRACK OF THE RAILWAY, SET 1.5 FEET
 DX2323'SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE SLAB OVER A FLOOD
 DX2323'CONTROL DRAINAGE CHANNEL, 1 FOOT SOUTHEAST OF A CALIFORNIA
 DX2323'STATE HIGHWAY BENCH MARK DISK WHICH IS COVERED OVER BY AN
 DX2323'OIL LINE PIPE, ABOUT 0.6 OF A FOOT LOWER THAN THE RAIL.
 DX2323
 DX2323                          STATION RECOVERY (1974)
 DX2323
 DX2323'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2323'RECOVERED IN GOOD CONDITION.
 DX2323
 DX2323                          STATION RECOVERY (1989)
 DX2323
 DX2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2323'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2323'AT THE INTERSECTION OF CRESCENT WAY AND MULLER STREET, IN TOP OF AND
 DX2323'0.5 M (1.6 FT) SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE SLAB
 DX2323'OVER THE CARBON CREEK FLOOD CONTROL CHANNEL, 13.7 M (44.9 FT) NORTH
 DX2323'OF THE CENTERLINE OF THE WAY, 13.0 M (42.7 FT) WEST OF THE EXTENDED
 DX2323'CENTER OF THE STREET, 7.7 M (25.3 FT) SOUTHWEST OF THE NEAR RAIL OF
 DX2323'THE SOUTHERN PACIFIC RAILROAD, 5.9 M (19.4 FT) NORTH-NORTHEAST OF
 DX2323'UTILITY POLE NUMBER 1321907E, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DX2323'THE WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2326 ***********************************************************************
 DX2326  DESIGNATION -  1 A 113
 DX2326  PID         -  DX2326
 DX2326  STATE/COUNTY-  CA/ORANGE
 DX2326  USGS QUAD   -  ANAHEIM (1981)
 DX2326
 DX2326                         *CURRENT SURVEY CONTROL
 DX2326  ___________________________________________________________________
 DX2326* NAD 83(1986)-  33 50 41.     (N)    117 57 30.     (W)     SCALED    
 DX2326* NAVD 88     -        37.139  (meters)     121.85   (feet)  ADJUSTED  
 DX2326  ___________________________________________________________________
 DX2326  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DX2326  DYNAMIC HT  -          37.100 (meters)     121.72  (feet)  COMP
 DX2326  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DX2326
 DX2326  VERT ORDER  -  FIRST     CLASS I
 DX2326
 DX2326.The horizontal coordinates were scaled from a topographic map and have
 DX2326.an estimated accuracy of +/- 6 seconds.
 DX2326
 DX2326.The orthometric height was determined by differential leveling
 DX2326.and adjusted in June 1991.
 DX2326
 DX2326.The geoid height was determined by GEOID03.
 DX2326
 DX2326.The dynamic height is computed by dividing the NAVD 88
 DX2326.geopotential number by the normal gravity value computed on the
 DX2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2326.degrees latitude (g = 980.6199 gals.).
 DX2326
 DX2326.The modeled gravity was interpolated from observed gravity values.
 DX2326
 DX2326;                    North         East    Units  Estimated Accuracy
 DX2326;SPC CA 6     -   687,400.    1,841,900.      MT  (+/- 180 meters Scaled)
 DX2326
 DX2326                          SUPERSEDED SURVEY CONTROL
 DX2326
 DX2326  NGVD 29 (??/??/??)   36.489  (m)          119.71   (f) ADJUSTED    1 1
 DX2326
 DX2326.Superseded values are not recommended for survey control.
 DX2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2326.See file dsdata.txt to determine how the superseded data were derived.
 DX2326
 DX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT113453(NAD 83)
 DX2326_MARKER: DD = SURVEY DISK
 DX2326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2326_SP_SET: HEADWALL
 DX2326_STAMPING: 1A-113-68
 DX2326_MARK LOGO: CA-059
 DX2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2326+STABILITY: SURFACE MOTION
 DX2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2326+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2326
 DX2326  HISTORY     - Date     Condition        Report By
 DX2326  HISTORY     - 1968     MONUMENTED       CA-059
 DX2326  HISTORY     - 1974     GOOD             CA-059
 DX2326  HISTORY     - 19890530 GOOD             NGS
 DX2326  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2326
 DX2326                          STATION DESCRIPTION
 DX2326
 DX2326'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2326'2.8 MI SE FROM BUENA PARK.
 DX2326'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM BEACH
 DX2326'BOULEVARD (HIGHWAY 39) AT BUENA PARK TO THE OVERCROSSING OF
 DX2326'BROOKHURST AVENUE, 14 FEET SOUTHEAST ALONG THE NORTHEAST RAIL
 DX2326'FROM THE SOUTHEAST EDGE OF THE CONCRETE OVERPASS BRIDGE, 2.6
 DX2326'FEET SOUTHEAST OF A 6 FOOT HIGH CHAIN LINK FENCE, 20.5 FEET
 DX2326'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY, SET IN THE TOP
 DX2326'OF AND 1 FOOT SOUTHEAST OF THE NORTHWEST END OF A CONCRETE
 DX2326'HEADWALL, ABOUT 1.5 FEET HIGHER THAN THE RAIL.
 DX2326
 DX2326                          STATION RECOVERY (1974)
 DX2326
 DX2326'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2326'RECOVERED IN GOOD CONDITION.
 DX2326
 DX2326                          STATION RECOVERY (1989)
 DX2326
 DX2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2326'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2326'AT THE INTERSECTION OF BROOKHURST STREET AND THE SOUTHERN PACIFIC
 DX2326'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END
 DX2326'OF THE EAST CONCRETE CULVERT HEADWALL, 15.3 M (50.2 FT) EAST OF THE
 DX2326'CENTER OF THE NORTHBOUND LANES OF THE STREET, 8.5 M (27.9 FT)
 DX2326'SOUTHEAST OF THE CORNER OF A CHAIN-LINK FENCE, 6.2 M (20.3 FT)
 DX2326'NORTHEAST OF THE NEAR RAIL, 0.8 M (2.6 FT) NORTHEAST OF A CHAIN-LINK
 DX2326'FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE TRACK.
 DX2326
 DX2326                          STATION RECOVERY (2006)
 DX2326
 DX2326'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2327 ***********************************************************************
 DX2327  DESIGNATION -  1 A 114
 DX2327  PID         -  DX2327
 DX2327  STATE/COUNTY-  CA/ORANGE
 DX2327  USGS QUAD   -  ANAHEIM (1981)
 DX2327
 DX2327                         *CURRENT SURVEY CONTROL
 DX2327  ___________________________________________________________________
 DX2327* NAD 83(1986)-  33 50 45.     (N)    117 57 44.     (W)     SCALED    
 DX2327* NAVD 88     -        35.198  (meters)     115.48   (feet)  ADJUSTED  
 DX2327  ___________________________________________________________________
 DX2327  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DX2327  DYNAMIC HT  -          35.161 (meters)     115.36  (feet)  COMP
 DX2327  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DX2327
 DX2327  VERT ORDER  -  FIRST     CLASS I
 DX2327
 DX2327.The horizontal coordinates were scaled from a topographic map and have
 DX2327.an estimated accuracy of +/- 6 seconds.
 DX2327
 DX2327.The orthometric height was determined by differential leveling
 DX2327.and adjusted in June 1991.
 DX2327
 DX2327.The geoid height was determined by GEOID03.
 DX2327
 DX2327.The dynamic height is computed by dividing the NAVD 88
 DX2327.geopotential number by the normal gravity value computed on the
 DX2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2327.degrees latitude (g = 980.6199 gals.).
 DX2327
 DX2327.The modeled gravity was interpolated from observed gravity values.
 DX2327
 DX2327;                    North         East    Units  Estimated Accuracy
 DX2327;SPC CA 6     -   687,530.    1,841,540.      MT  (+/- 180 meters Scaled)
 DX2327
 DX2327                          SUPERSEDED SURVEY CONTROL
 DX2327
 DX2327  NGVD 29 (??/??/??)   34.535  (m)          113.30   (f) ADJUSTED    1 1
 DX2327
 DX2327.Superseded values are not recommended for survey control.
 DX2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2327.See file dsdata.txt to determine how the superseded data were derived.
 DX2327
 DX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT109454(NAD 83)
 DX2327_MARKER: DD = SURVEY DISK
 DX2327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2327_SP_SET: RETAINING WALL
 DX2327_STAMPING: 1A-114-68
 DX2327_MARK LOGO: CA-059
 DX2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2327+STABILITY: SURFACE MOTION
 DX2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2327+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2327
 DX2327  HISTORY     - Date     Condition        Report By
 DX2327  HISTORY     - 1968     MONUMENTED       CA-059
 DX2327  HISTORY     - 1974     GOOD             CA-059
 DX2327  HISTORY     - 19890530 GOOD             NGS
 DX2327  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2327
 DX2327                          STATION DESCRIPTION
 DX2327
 DX2327'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2327'2.6 MI SE FROM BUENA PARK.
 DX2327'2.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM
 DX2327'THE BEACH BOULEVARD CROSSING (HIGHWAY 39) AT BUENA PARK TO THE
 DX2327'LA PALMA AVENUE OVERCROSSING, 41 FEET SOUTHEAST ALONG THE
 DX2327'NORTHEAST RAIL FROM THE SOUTHEAST EDGE OF THE CONCRETE
 DX2327'OVERCROSSING BRIDGE OF LA PALMA AVENUE, 21.8 FEET NORTHEAST OF
 DX2327'THE NORTHEAST RAIL, 4.3 FEET NORTHEAST OF A 6 FOOT HIGH CHAIN
 DX2327'LINK FENCE, SET IN THE TOP OF AND 1 FOOT SOUTHEAST OF THE
 DX2327'NORTHWEST END OF A CONCRETE RETAINING WALL FOR A CONCRETE
 DX2327'DITCH, AT A 2 FOOT STEP DOWN IN THE RETAINING WALL, LEVEL WITH
 DX2327'THE RAIL.
 DX2327
 DX2327                          STATION RECOVERY (1974)
 DX2327
 DX2327'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2327'RECOVERED IN GOOD CONDITION.
 DX2327
 DX2327                          STATION RECOVERY (1989)
 DX2327
 DX2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2327'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2327'AT THE INTERSECTION OF SEQUOIA AVENUE AND MONTEREY STREETS, IN TOP OF
 DX2327'AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 DX2327'RETAINING WALL OF A CONCRETE DRAINAGE CHANNEL, 37.8 M (124.0 FT)
 DX2327'NORTH OF THE CENTERLINE OF THE AVENUE, 12.5 M (41.0 FT) SOUTHEAST OF
 DX2327'THE SOUTHEAST END OF THE LA PALMA OVERPASS, 8.7 M (28.5 FT) WEST OF
 DX2327'THE EXTENDED CENTER OF THE STREET, 6.6 M (21.7 FT) NORTHEAST OF THE
 DX2327'NEAR RAIL, 1.3 M (4.3 FT) NORTHEAST OF A CHAIN-LINK FENCE, AND LEVEL
 DX2327'WITH THE TRACK.
 DX2327
 DX2327                          STATION RECOVERY (2006)
 DX2327
 DX2327'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2347 ***********************************************************************
 DX2347  DESIGNATION -  1 A 115
 DX2347  PID         -  DX2347
 DX2347  STATE/COUNTY-  CA/ORANGE
 DX2347  USGS QUAD   -  ANAHEIM (1981)
 DX2347
 DX2347                         *CURRENT SURVEY CONTROL
 DX2347  ___________________________________________________________________
 DX2347* NAD 83(1986)-  33 51 14.     (N)    117 58 31.     (W)     SCALED    
 DX2347* NAVD 88     -        29.587  (meters)      97.07   (feet)  ADJUSTED  
 DX2347  ___________________________________________________________________
 DX2347  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DX2347  DYNAMIC HT  -          29.555 (meters)      96.97  (feet)  COMP
 DX2347  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DX2347
 DX2347  VERT ORDER  -  FIRST     CLASS I
 DX2347
 DX2347.The horizontal coordinates were scaled from a topographic map and have
 DX2347.an estimated accuracy of +/- 6 seconds.
 DX2347
 DX2347.The orthometric height was determined by differential leveling
 DX2347.and adjusted in June 1991.
 DX2347
 DX2347.The geoid height was determined by GEOID03.
 DX2347
 DX2347.The dynamic height is computed by dividing the NAVD 88
 DX2347.geopotential number by the normal gravity value computed on the
 DX2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2347.degrees latitude (g = 980.6199 gals.).
 DX2347
 DX2347.The modeled gravity was interpolated from observed gravity values.
 DX2347
 DX2347;                    North         East    Units  Estimated Accuracy
 DX2347;SPC CA 6     -   688,440.    1,840,350.      MT  (+/- 180 meters Scaled)
 DX2347
 DX2347                          SUPERSEDED SURVEY CONTROL
 DX2347
 DX2347  NGVD 29 (??/??/??)   28.943  (m)           94.96   (f) ADJUSTED    1 1
 DX2347
 DX2347.Superseded values are not recommended for survey control.
 DX2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2347.See file dsdata.txt to determine how the superseded data were derived.
 DX2347
 DX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT097463(NAD 83)
 DX2347_MARKER: DD = SURVEY DISK
 DX2347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2347_SP_SET: HEADWALL
 DX2347_STAMPING: 1A-115-68
 DX2347_MARK LOGO: CA-059
 DX2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2347+STABILITY: SURFACE MOTION
 DX2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2347+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2347
 DX2347  HISTORY     - Date     Condition        Report By
 DX2347  HISTORY     - 1968     MONUMENTED       CA-059
 DX2347  HISTORY     - 1974     GOOD             CA-059
 DX2347  HISTORY     - 19890530 GOOD             NGS
 DX2347  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2347
 DX2347                          STATION DESCRIPTION
 DX2347
 DX2347'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2347'1.5 MI SE FROM BUENA PARK.
 DX2347'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM
 DX2347'THE CROSSING AT BEACH BOULEVARD (HIGHWAY 39) AT BUENA PARK TO
 DX2347'THE OVERCROSSING OF MAGNOLIA STREET, 97 FEET SOUTHEAST ALONG
 DX2347'THE NORTHEAST RAIL FROM THE SOUTHEAST EDGE OF THE CONCRETE
 DX2347'OVERCROSSING BRIDGE, 0.60 OF A FOOT SOUTHWEST OF A 6 FOOT HIGH
 DX2347'CHAIN LINK FENCE, 17 FEET NORTHEAST OF THE NORTHEAST RAIL
 DX2347'OF THE RAILWAY, SET IN THE TOP OF AND 2.5 FEET NORTHEAST OF THE
 DX2347'SOUTHWEST END OF A CONCRETE HEADWALL OVER A 3 FOOT BY 3 FOOT
 DX2347'CONCRETE BOX CULVERT, 0.30 OF A FOOT LOWER THAN THE RAIL.
 DX2347
 DX2347                          STATION RECOVERY (1974)
 DX2347
 DX2347'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2347'RECOVERED IN GOOD CONDITION.
 DX2347
 DX2347                          STATION RECOVERY (1989)
 DX2347
 DX2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2347'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.5 KM
 DX2347'(1.55 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2347'JUNCTION OF BEACH BOULEVARD (STATE HIGHWAY 39) IN BUENA PARK, IN TOP
 DX2347'OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST HEADWALL OF A BOX
 DX2347'CULVERT, 29.6 M (97.1 FT) SOUTHEAST OF THE SOUTHEAST END OF THE
 DX2347'MAGNOLIA STREET OVERPASS, 5.2 M (17.1 FT) NORTHEAST OF THE NEAR RAIL,
 DX2347'0.3 M (1.0 FT) SOUTHWEST OF A CHAIN-LINK FENCE, AND LEVEL WITH THE
 DX2347'TRACK.
 DX2347
 DX2347                          STATION RECOVERY (2006)
 DX2347
 DX2347'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2332 ***********************************************************************
 DX2332  DESIGNATION -  1 A 116
 DX2332  PID         -  DX2332
 DX2332  STATE/COUNTY-  CA/ORANGE
 DX2332  USGS QUAD   -  ANAHEIM (1981)
 DX2332
 DX2332                         *CURRENT SURVEY CONTROL
 DX2332  ___________________________________________________________________
 DX2332* NAD 83(1986)-  33 51 19.     (N)    117 58 44.     (W)     SCALED    
 DX2332* NAVD 88     -        28.37   (+/-2cm)      93.1    (feet)  VERTCON   
 DX2332  ___________________________________________________________________
 DX2332  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DX2332  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2332
 DX2332.The horizontal coordinates were scaled from a topographic map and have
 DX2332.an estimated accuracy of +/- 6 seconds.
 DX2332
 DX2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2332.The vertical order pertains to the NGVD 29 superseded value.
 DX2332
 DX2332.The geoid height was determined by GEOID03.
 DX2332
 DX2332;                    North         East    Units  Estimated Accuracy
 DX2332;SPC CA 6     -   688,600.    1,840,020.      MT  (+/- 180 meters Scaled)
 DX2332
 DX2332                          SUPERSEDED SURVEY CONTROL
 DX2332
 DX2332  NGVD 29 (??/??/??)   27.689  (m)           90.84   (f) ADJUSTED    1 1
 DX2332
 DX2332.Superseded values are not recommended for survey control.
 DX2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2332.See file dsdata.txt to determine how the superseded data were derived.
 DX2332
 DX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT094465(NAD 83)
 DX2332_MARKER: DD = SURVEY DISK
 DX2332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2332_STAMPING: 1A-116-68
 DX2332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2332
 DX2332  HISTORY     - Date     Condition        Report By
 DX2332  HISTORY     - 1968     MONUMENTED       CA-059
 DX2332  HISTORY     - 1974     GOOD             CA-059
 DX2332
 DX2332                          STATION DESCRIPTION
 DX2332
 DX2332'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2332'1.5 MI SE FROM BUENA PARK.
 DX2332'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2332'CROSSING AT BEACH BOULEVARD (HIGHWAY 39) AT BUENA PARK TO THE
 DX2332'OVERCROSSING OF MAGNOLIA STREET, 755 FEET NORTHWEST ALONG THE
 DX2332'RAILWAY FROM THE OVERCROSSING BRIDGE OF MAGNOLIA STREET TO
 DX2332'A SMALL CONCRETE BRIDGE OVERCROSSING OF A DRAIN DITCH, 43 FEET
 DX2332'SOUTHWEST FROM THE SOUTHWEST RAIL OF THE RAILWAY, SET IN THE
 DX2332'TOP OF AND 1.6 FEET NORTHEAST OF THE SOUTHWEST END OF A
 DX2332'CONCRETE HEADWALL OVER 5 CORRUGATED IRON PIPES, 1.7 FEET LOWER
 DX2332'THAN THE RAIL.
 DX2332
 DX2332                          STATION RECOVERY (1974)
 DX2332
 DX2332'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2333 ***********************************************************************
 DX2333  DESIGNATION -  1 A 117
 DX2333  PID         -  DX2333
 DX2333  STATE/COUNTY-  CA/ORANGE
 DX2333  USGS QUAD   -  ANAHEIM (1981)
 DX2333
 DX2333                         *CURRENT SURVEY CONTROL
 DX2333  ___________________________________________________________________
 DX2333* NAD 83(1986)-  33 51 25.     (N)    117 58 59.     (W)     SCALED    
 DX2333* NAVD 88     -        27.418  (meters)      89.95   (feet)  ADJUSTED  
 DX2333  ___________________________________________________________________
 DX2333  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DX2333  DYNAMIC HT  -          27.389 (meters)      89.86  (feet)  COMP
 DX2333  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DX2333
 DX2333  VERT ORDER  -  FIRST     CLASS I
 DX2333
 DX2333.The horizontal coordinates were scaled from a topographic map and have
 DX2333.an estimated accuracy of +/- 6 seconds.
 DX2333
 DX2333.The orthometric height was determined by differential leveling
 DX2333.and adjusted in June 1991.
 DX2333
 DX2333.The geoid height was determined by GEOID03.
 DX2333
 DX2333.The dynamic height is computed by dividing the NAVD 88
 DX2333.geopotential number by the normal gravity value computed on the
 DX2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2333.degrees latitude (g = 980.6199 gals.).
 DX2333
 DX2333.The modeled gravity was interpolated from observed gravity values.
 DX2333
 DX2333;                    North         East    Units  Estimated Accuracy
 DX2333;SPC CA 6     -   688,790.    1,839,630.      MT  (+/- 180 meters Scaled)
 DX2333
 DX2333                          SUPERSEDED SURVEY CONTROL
 DX2333
 DX2333  NGVD 29 (??/??/??)   26.776  (m)           87.85   (f) ADJUSTED    1 1
 DX2333
 DX2333.Superseded values are not recommended for survey control.
 DX2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2333.See file dsdata.txt to determine how the superseded data were derived.
 DX2333
 DX2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT090467(NAD 83)
 DX2333_MARKER: DD = SURVEY DISK
 DX2333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2333_SP_SET: HEADWALL
 DX2333_STAMPING: 1A-117-68
 DX2333_MARK LOGO: CA-059
 DX2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2333+STABILITY: SURFACE MOTION
 DX2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2333+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2333
 DX2333  HISTORY     - Date     Condition        Report By
 DX2333  HISTORY     - 1968     MONUMENTED       CA-059
 DX2333  HISTORY     - 1974     GOOD             CA-059
 DX2333  HISTORY     - 19890530 GOOD             NGS
 DX2333  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2333
 DX2333                          STATION DESCRIPTION
 DX2333
 DX2333'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2333'0.9 MI SE FROM BUENA PARK.
 DX2333'0.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2333'CROSSING AT BEACH BOULEVARD (HIGHWAY 39) AT BUENA PARK TO THE
 DX2333'OVERCROSSING OF ORANGETHORPE AVENUE, 830 FEET SOUTHEAST ALONG
 DX2333'THE RAILWAY FROM THE OVERCROSSING OF ORANGETHORPE AVENUE, 21.7
 DX2333'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET NORTHEAST OF A
 DX2333'6 FOOT HIGH CHAIN LINK FENCE, SET IN THE SOUTHWEST END OF A
 DX2333'CONCRETE HEADWALL OVER A 3 FOOT BY 5 FOOT CONCRETE BOX CULVERT,
 DX2333'LEVEL WITH THE RAIL.
 DX2333
 DX2333                          STATION RECOVERY (1974)
 DX2333
 DX2333'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2333'RECOVERED IN GOOD CONDITION.
 DX2333
 DX2333                          STATION RECOVERY (1989)
 DX2333
 DX2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2333'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.7 KM
 DX2333'(1.05 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2333'JUNCTION OF BEACH BOULEVARD (STATE HIGHWAY 39) IN BUENA PARK, IN TOP
 DX2333'OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE
 DX2333'HEADWALL OF A BOX CULVERT, 6.6 M (21.7 FT) NORTHEAST OF THE NEAR
 DX2333'RAIL, AND LEVEL WITH THE TRACK.
 DX2333
 DX2333                          STATION RECOVERY (2006)
 DX2333
 DX2333'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2336 ***********************************************************************
 DX2336  DESIGNATION -  1 A 118
 DX2336  PID         -  DX2336
 DX2336  STATE/COUNTY-  CA/ORANGE
 DX2336  USGS QUAD   -  ANAHEIM (1981)
 DX2336
 DX2336                         *CURRENT SURVEY CONTROL
 DX2336  ___________________________________________________________________
 DX2336* NAD 83(1986)-  33 51 38.     (N)    117 59 21.     (W)     SCALED    
 DX2336* NAVD 88     -        25.964  (meters)      85.18   (feet)  ADJUSTED  
 DX2336  ___________________________________________________________________
 DX2336  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DX2336  DYNAMIC HT  -          25.936 (meters)      85.09  (feet)  COMP
 DX2336  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DX2336
 DX2336  VERT ORDER  -  FIRST     CLASS I
 DX2336
 DX2336.The horizontal coordinates were scaled from a topographic map and have
 DX2336.an estimated accuracy of +/- 6 seconds.
 DX2336
 DX2336.The orthometric height was determined by differential leveling
 DX2336.and adjusted in June 1991.
 DX2336
 DX2336.The geoid height was determined by GEOID03.
 DX2336
 DX2336.The dynamic height is computed by dividing the NAVD 88
 DX2336.geopotential number by the normal gravity value computed on the
 DX2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2336.degrees latitude (g = 980.6199 gals.).
 DX2336
 DX2336.The modeled gravity was interpolated from observed gravity values.
 DX2336
 DX2336;                    North         East    Units  Estimated Accuracy
 DX2336;SPC CA 6     -   689,200.    1,839,070.      MT  (+/- 180 meters Scaled)
 DX2336
 DX2336                          SUPERSEDED SURVEY CONTROL
 DX2336
 DX2336  NGVD 29 (??/??/??)   25.314  (m)           83.05   (f) ADJUSTED    1 1
 DX2336
 DX2336.Superseded values are not recommended for survey control.
 DX2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2336.See file dsdata.txt to determine how the superseded data were derived.
 DX2336
 DX2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT085471(NAD 83)
 DX2336_MARKER: DD = SURVEY DISK
 DX2336_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2336_SP_SET: RETAINING WALL
 DX2336_STAMPING: 1A-118-68
 DX2336_MARK LOGO: CA-059
 DX2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2336+STABILITY: SURFACE MOTION
 DX2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2336+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2336
 DX2336  HISTORY     - Date     Condition        Report By
 DX2336  HISTORY     - 1968     MONUMENTED       CA-059
 DX2336  HISTORY     - 1974     GOOD             CA-059
 DX2336  HISTORY     - 19890530 GOOD             NGS
 DX2336  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2336
 DX2336                          STATION DESCRIPTION
 DX2336
 DX2336'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2336'0.6 MI SE FROM BUENA PARK.
 DX2336'0.60 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2336'CROSSING AT BEACH BOULEVARD (HIGHWAY 39), 0.30 MILE NORTHWEST
 DX2336'ALONG THE RAILWAY FROM THE OVERCROSSING OF ORANGETHORPE AVENUE,
 DX2336'140 FEET NORTHWEST ALONG THE RAILWAY FROM MILE POLE NUMBER 505,
 DX2336'25.5 FEET NORTHWEST OF THE SOUTHEAST END OF A 5 FOOT HIGH
 DX2336'CONCRETE RETAINING WALL, 8.5 FEET NORTHEAST OF A 5 FOOT HIGH
 DX2336'CHAIN LINK FENCE, 3.5 FEET NORTHEAST OF A 3 FOOT HIGH CHAIN LINK
 DX2336'FENCE, 26.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY,
 DX2336'SET IN THE TOP OF THE NORTHEAST ANGLE POINT OF A 5 FOOT HIGH
 DX2336'CONCRETE RETAINING WALL, 1.5 FEET HIGHER THAN THE RAIL.
 DX2336
 DX2336                          STATION RECOVERY (1974)
 DX2336
 DX2336'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2336'RECOVERED IN GOOD CONDITION.
 DX2336
 DX2336                          STATION RECOVERY (1989)
 DX2336
 DX2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2336'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM
 DX2336'(0.55 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2336'JUNCTION OF BEACH BOULEVARD (STATE HIGHWAY 39) IN BUENA PARK, IN THE
 DX2336'NORTHEAST ANGLE OF A RETAING WALL, 8.1 M (26.6 FT) NORTHEAST OF THE
 DX2336'NEAR RAIL, 7.8 M (25.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 DX2336'RETAINING WALL, 1.1 M (3.6 FT) NORTHEAST OF A CHAIN-LINK FENCE, AND
 DX2336'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE TRACK.
 DX2336
 DX2336                          STATION RECOVERY (2006)
 DX2336
 DX2336'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2340 ***********************************************************************
 DX2340  DESIGNATION -  1 A 119
 DX2340  PID         -  DX2340
 DX2340  STATE/COUNTY-  CA/ORANGE
 DX2340  USGS QUAD   -  ANAHEIM (1981)
 DX2340
 DX2340                         *CURRENT SURVEY CONTROL
 DX2340  ___________________________________________________________________
 DX2340* NAD 83(1986)-  33 51 56.     (N)    117 59 56.     (W)     SCALED    
 DX2340* NAVD 88     -        23.713  (meters)      77.80   (feet)  ADJUSTED  
 DX2340  ___________________________________________________________________
 DX2340  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DX2340  DYNAMIC HT  -          23.688 (meters)      77.72  (feet)  COMP
 DX2340  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DX2340
 DX2340  VERT ORDER  -  FIRST     CLASS I
 DX2340
 DX2340.The horizontal coordinates were scaled from a topographic map and have
 DX2340.an estimated accuracy of +/- 6 seconds.
 DX2340
 DX2340.The orthometric height was determined by differential leveling
 DX2340.and adjusted in June 1991.
 DX2340
 DX2340.The geoid height was determined by GEOID03.
 DX2340
 DX2340.The dynamic height is computed by dividing the NAVD 88
 DX2340.geopotential number by the normal gravity value computed on the
 DX2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2340.degrees latitude (g = 980.6199 gals.).
 DX2340
 DX2340.The modeled gravity was interpolated from observed gravity values.
 DX2340
 DX2340;                    North         East    Units  Estimated Accuracy
 DX2340;SPC CA 6     -   689,770.    1,838,180.      MT  (+/- 180 meters Scaled)
 DX2340
 DX2340                          SUPERSEDED SURVEY CONTROL
 DX2340
 DX2340  NGVD 29 (??/??/??)   23.054  (m)           75.64   (f) ADJUSTED    1 1
 DX2340
 DX2340.Superseded values are not recommended for survey control.
 DX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2340.See file dsdata.txt to determine how the superseded data were derived.
 DX2340
 DX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT076476(NAD 83)
 DX2340_MARKER: DD = SURVEY DISK
 DX2340_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX2340_SP_SET: RETAINING WALL
 DX2340_STAMPING: 1A-119-68
 DX2340_MARK LOGO: CA-059
 DX2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2340+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1989
 DX2340
 DX2340  HISTORY     - Date     Condition        Report By
 DX2340  HISTORY     - 1968     MONUMENTED       CA-059
 DX2340  HISTORY     - 1973     GOOD             CA-059
 DX2340  HISTORY     - 19890601 GOOD             NGS
 DX2340
 DX2340                          STATION DESCRIPTION
 DX2340
 DX2340'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2340'AT BUENA PARK.
 DX2340'0.20 MILE NORTH ALONG BEACH BOULEVARD (HIGHWAY 39) FROM THE
 DX2340'BUENA PARK CIVIC CENTER TO THE SOUTHERN PACIFIC RAILWAY CROSSING,
 DX2340'43.7 FEET WEST OF THE CENTERLINE OF THE BOULEVARD, 65 FEET NORTH
 DX2340'OF THE NORTH RAIL OF THE NORTH TRACK, 0.70 OF A FOOT SOUTH
 DX2340'OF A 2.3 FOOT HIGH STEEL GUARD RAIL, SET IN THE TOP OF THE
 DX2340'SOUTHWEST END OF THE CONCRETE ABUTMENT OF THE CONCRETE OVERPASS
 DX2340'BRIDGE OF THE SANTA ANA FREEWAY, 1.8 FEET HIGHER THAN THE
 DX2340'GUTTER.
 DX2340
 DX2340                          STATION RECOVERY (1973)
 DX2340
 DX2340'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2340'RECOVERED IN GOOD CONDITION.
 DX2340
 DX2340                          STATION RECOVERY (1989)
 DX2340
 DX2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2340'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BUENA
 DX2340'PARK, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND BEACH
 DX2340'BOULEVARD (STATE HIGHWAY 39), IN TOP OF AND 0.2 M (0.7 FT) NORTH OF
 DX2340'THE SOUTH END OF THE WEST CONCRETE RETAINING WALL OF THE RAILROAD
 DX2340'OVERPASS OF INTERSTATE HIGHWAY 5, 19.8 M (65.0 FT) NORTH OF THE NEAR
 DX2340'RAIL, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF THE SOUTHBOUND LANES OF
 DX2340'THE HIGHWAY, 2.0 M (6.6 FT) WEST OF THE WEST CURB OF THE BOULEVARD,
 DX2340'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2342 ***********************************************************************
 DX2342  DESIGNATION -  1 A 120
 DX2342  PID         -  DX2342
 DX2342  STATE/COUNTY-  CA/ORANGE
 DX2342  USGS QUAD   -  ANAHEIM (1981)
 DX2342
 DX2342                         *CURRENT SURVEY CONTROL
 DX2342  ___________________________________________________________________
 DX2342* NAD 83(1986)-  33 52 11.     (N)    117 59 50.     (W)     SCALED    
 DX2342* NAVD 88     -        23.51   (+/-2cm)      77.1    (feet)  VERTCON   
 DX2342  ___________________________________________________________________
 DX2342  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 DX2342  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2342
 DX2342.The horizontal coordinates were scaled from a topographic map and have
 DX2342.an estimated accuracy of +/- 6 seconds.
 DX2342
 DX2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2342.The vertical order pertains to the NGVD 29 superseded value.
 DX2342
 DX2342.The geoid height was determined by GEOID03.
 DX2342
 DX2342;                    North         East    Units  Estimated Accuracy
 DX2342;SPC CA 6     -   690,230.    1,838,350.      MT  (+/- 180 meters Scaled)
 DX2342
 DX2342                          SUPERSEDED SURVEY CONTROL
 DX2342
 DX2342  NGVD 29 (??/??/??)   22.817  (m)           74.86   (f) ADJUSTED    1 1
 DX2342
 DX2342.Superseded values are not recommended for survey control.
 DX2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2342.See file dsdata.txt to determine how the superseded data were derived.
 DX2342
 DX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT077481(NAD 83)
 DX2342_MARKER: DD = SURVEY DISK
 DX2342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2342_SP_SET: CATCH BASIN
 DX2342_STAMPING: 1A-120-68
 DX2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2342
 DX2342  HISTORY     - Date     Condition        Report By
 DX2342  HISTORY     - 1968     MONUMENTED       CA-059
 DX2342  HISTORY     - 1973     GOOD             CA-059
 DX2342
 DX2342                          STATION DESCRIPTION
 DX2342
 DX2342'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2342'AT BUENA PARK.
 DX2342'0.75 MILE SOUTH ALONG BEACH BOULEVARD (HIGHWAY 39) FROM THE
 DX2342'ATCHISON, TOPEKA AND SANTA FE RAILWAY OVERCROSSING OF THE
 DX2342'BOULEVARD TO ITS INTERSECTION WITH COMMONWEALTH AVENUE, 52.2
 DX2342'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 40 FEET EAST OF
 DX2342'THE CENTER LINE OF THE BOULEVARD, SET IN THE TOP OF THE NORTHWEST
 DX2342'CORNER OF A CONCRETE CATCH BASIN, 0.90 OF A FOOT HIGHER THAN
 DX2342'THE GUTTER.
 DX2342
 DX2342                          STATION RECOVERY (1973)
 DX2342
 DX2342'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3320 ***********************************************************************
 DX3320  DESIGNATION -  1 A 121
 DX3320  PID         -  DX3320
 DX3320  STATE/COUNTY-  CA/ORANGE
 DX3320  USGS QUAD   -  LA HABRA (1981)
 DX3320
 DX3320                         *CURRENT SURVEY CONTROL
 DX3320  ___________________________________________________________________
 DX3320* NAD 83(1986)-  33 52 36.     (N)    117 59 54.     (W)     SCALED    
 DX3320* NAVD 88     -        24.33   (+/-2cm)      79.8    (feet)  VERTCON   
 DX3320  ___________________________________________________________________
 DX3320  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DX3320  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3320
 DX3320.The horizontal coordinates were scaled from a topographic map and have
 DX3320.an estimated accuracy of +/- 6 seconds.
 DX3320
 DX3320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3320.The vertical order pertains to the NGVD 29 superseded value.
 DX3320
 DX3320.The geoid height was determined by GEOID03.
 DX3320
 DX3320;                    North         East    Units  Estimated Accuracy
 DX3320;SPC CA 6     -   691,010.    1,838,260.      MT  (+/- 180 meters Scaled)
 DX3320
 DX3320                          SUPERSEDED SURVEY CONTROL
 DX3320
 DX3320  NGVD 29 (??/??/??)   23.627  (m)           77.52   (f) ADJUSTED    1 1
 DX3320
 DX3320.Superseded values are not recommended for survey control.
 DX3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3320.See file dsdata.txt to determine how the superseded data were derived.
 DX3320
 DX3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT076489(NAD 83)
 DX3320_MARKER: DD = SURVEY DISK
 DX3320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3320_SP_SET: CULVERT
 DX3320_STAMPING: 1A-121-68
 DX3320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3320
 DX3320  HISTORY     - Date     Condition        Report By
 DX3320  HISTORY     - 1968     MONUMENTED       CA-059
 DX3320  HISTORY     - 1974     GOOD             CA-059
 DX3320
 DX3320                          STATION DESCRIPTION
 DX3320
 DX3320'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3320'AT BUENA PARK.
 DX3320'0.25 MILE SOUTH ALONG BEACH BOULEVARD (HIGHWAY 39) FROM THE
 DX3320'ATCHISON, TOPEKA AND SANTA FE RAILWAY OVERCROSSING OF THE
 DX3320'BOULEVARD TO ITS INTERSECTION WITH FRANKLIN STREET, 162 FEET
 DX3320'NORTH ALONG THE SIDEWALK FROM THE CENTER LINE OF THE STREET, 47
 DX3320'FEET EAST OF THE CENTER LINE OF THE BOULEVARD, 0.30 OF A FOOT
 DX3320'EAST OF THE EAST SIDE OF THE CONCRETE BRIDGE OVER A FLOOD CONTROL
 DX3320'CHANNEL, SET IN THE TOP OF A CONCRETE DIVIDING WALL BETWEEN
 DX3320'TWO CONCRETE BOX CULVERTS.  0.10 OF A FOOT LOWER THAN THE
 DX3320'SIDEWALK.
 DX3320
 DX3320                          STATION RECOVERY (1974)
 DX3320
 DX3320'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0810 ***********************************************************************
 DY0810  DESIGNATION -  1 A 122
 DY0810  PID         -  DY0810
 DY0810  STATE/COUNTY-  CA/ORANGE
 DY0810  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0810
 DY0810                         *CURRENT SURVEY CONTROL
 DY0810  ___________________________________________________________________
 DY0810* NAD 83(1986)-  33 48 10.     (N)    118 04 17.     (W)     SCALED    
 DY0810* NAVD 88     -         7.332  (meters)      24.06   (feet)  ADJUSTED  
 DY0810  ___________________________________________________________________
 DY0810  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0810  DYNAMIC HT  -           7.324 (meters)      24.03  (feet)  COMP
 DY0810  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DY0810
 DY0810  VERT ORDER  -  FIRST     CLASS I
 DY0810
 DY0810.The horizontal coordinates were scaled from a topographic map and have
 DY0810.an estimated accuracy of +/- 6 seconds.
 DY0810
 DY0810.The orthometric height was determined by differential leveling
 DY0810.and adjusted in June 1991.
 DY0810
 DY0810.The geoid height was determined by GEOID03.
 DY0810
 DY0810.The dynamic height is computed by dividing the NAVD 88
 DY0810.geopotential number by the normal gravity value computed on the
 DY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0810.degrees latitude (g = 980.6199 gals.).
 DY0810
 DY0810.The modeled gravity was interpolated from observed gravity values.
 DY0810
 DY0810;                    North         East    Units  Estimated Accuracy
 DY0810;SPC CA 6     -   682,930.    1,831,350.      MT  (+/- 180 meters Scaled)
 DY0810
 DY0810                          SUPERSEDED SURVEY CONTROL
 DY0810
 DY0810  NGVD 29 (??/??/92)    6.599  (m)           21.65   (f) ADJ UNCH    1 1
 DY0810
 DY0810.Superseded values are not recommended for survey control.
 DY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0810.See file dsdata.txt to determine how the superseded data were derived.
 DY0810
 DY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT008408(NAD 83)
 DY0810_MARKER: DD = SURVEY DISK
 DY0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0810_SP_SET: CATCH BASIN
 DY0810_STAMPING: 1A-122-70
 DY0810_MARK LOGO: CA-059
 DY0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0810+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1989
 DY0810
 DY0810  HISTORY     - Date     Condition        Report By
 DY0810  HISTORY     - 1970     MONUMENTED       CA-059
 DY0810  HISTORY     - 1978     GOOD             NGS
 DY0810  HISTORY     - 19890417 GOOD             NGS
 DY0810
 DY0810                          STATION DESCRIPTION
 DY0810
 DY0810'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1970
 DY0810'IN LOS ALAMITOS.
 DY0810'IN THE SOUTHEAST PORTION OF THE INTERSECTION OF LOS ALAMITOS
 DY0810'BOULEVARD AND KATELLA AVENUE, 80.5 FEET EAST OF THE EAST CURB
 DY0810'LINE OF LOS ALAMITOS 51.5 FEET SOUTH OF THE CENTER LINE OF
 DY0810'KATELLA, SET IN THE NORTHWEST CORNER OF A 3 BY 11 FOOT CONCRETE
 DY0810'CATCH BASIN, 1 FOOT BEHIND AND LEVEL WITH THE TOP OF THE CURB.
 DY0810
 DY0810                          STATION RECOVERY (1978)
 DY0810
 DY0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0810'RECOVERED IN GOOD CONDITION.
 DY0810
 DY0810                          STATION RECOVERY (1989)
 DY0810
 DY0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0810'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LOS
 DY0810'ALAMITOS, AT 3502 KATELLA AVENUE, IN THE NORTHWEST CORNER OF A
 DY0810'CONCRETE CATCH BASIN, 7.6 M (24.9 FT) NORTHWEST OF THE NORTHEAST
 DY0810'CORNER OF HAWTHORNE SAVINGS AT 3502 KATELLA AVENUE, 5.9 M (19.4 FT)
 DY0810'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE AVENUE, 0.3 M (1.0
 DY0810'FT) SOUTH OF THE SOUTH CURB, 0.3 M (1.0 FT) SOUTHEAST OF THE
 DY0810'NORTHWEST CORNER OF THE CATCH BASIN, AND 0.2 M (0.7 FT) ABOVE THE
 DY0810'LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0658 ***********************************************************************
 DY0658  DESIGNATION -  1 A 123
 DY0658  PID         -  DY0658
 DY0658  STATE/COUNTY-  CA/ORANGE
 DY0658  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0658
 DY0658                         *CURRENT SURVEY CONTROL
 DY0658  ___________________________________________________________________
 DY0658* NAD 83(1986)-  33 46 06.     (N)    118 04 39.     (W)     SCALED    
 DY0658* NAVD 88     -         3.574  (meters)      11.73   (feet)  ADJUSTED  
 DY0658  ___________________________________________________________________
 DY0658  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DY0658  DYNAMIC HT  -           3.571 (meters)      11.72  (feet)  COMP
 DY0658  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DY0658  OBS GRAVITY -     979,583.6   (mgal)                       GRAV_OBS
 DY0658
 DY0658  VERT ORDER  -  FIRST     CLASS I
 DY0658
 DY0658.The horizontal coordinates were scaled from a topographic map and have
 DY0658.an estimated accuracy of +/- 6 seconds.
 DY0658
 DY0658.The orthometric height was determined by differential leveling
 DY0658.and adjusted in June 1991.
 DY0658.WARNING-Repeat measurements at this control monument indicate possible
 DY0658.vertical movement.
 DY0658
 DY0658.The geoid height was determined by GEOID03.
 DY0658
 DY0658.The dynamic height is computed by dividing the NAVD 88
 DY0658.geopotential number by the normal gravity value computed on the
 DY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0658.degrees latitude (g = 980.6199 gals.).
 DY0658
 DY0658.The modeled gravity was interpolated from observed gravity values.
 DY0658.The observed gravity was obtained from relative gravimeter ties
 DY0658.to the IGSN71 gravity network.
 DY0658
 DY0658;                    North         East    Units  Estimated Accuracy
 DY0658;SPC CA 6     -   679,120.    1,830,720.      MT  (+/- 180 meters Scaled)
 DY0658
 DY0658                          SUPERSEDED SURVEY CONTROL
 DY0658
 DY0658  NGVD 29 (??/??/92)    2.859  (m)            9.38   (f) ADJ UNCH    1 1
 DY0658
 DY0658.Superseded values are not recommended for survey control.
 DY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0658.See file dsdata.txt to determine how the superseded data were derived.
 DY0658
 DY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT002369(NAD 83)
 DY0658_MARKER: DD = SURVEY DISK
 DY0658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0658_SP_SET: CANAL LINING
 DY0658_STAMPING: 1A-123-70
 DY0658_MARK LOGO: CA-059
 DY0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0658+STABILITY: SURFACE MOTION
 DY0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0658+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1989
 DY0658
 DY0658  HISTORY     - Date     Condition        Report By
 DY0658  HISTORY     - 1970     MONUMENTED       CA-059
 DY0658  HISTORY     - 1978     GOOD             NGS
 DY0658  HISTORY     - 19890417 GOOD             NGS
 DY0658  HISTORY     - 20061213 GOOD             GEOCAC
 DY0658
 DY0658                          STATION DESCRIPTION
 DY0658
 DY0658'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1970
 DY0658'AT SEAL BEACH.
 DY0658'ABOUT 0.6 MILES NORTH ALONG BAY BOULEVARD FROM THE INTERSECTION
 DY0658'OF WESTMINSTER AVENUE, 65 FEET EAST OF THE CENTER LINE OF THE
 DY0658'BOULEVARD, SET IN THE TOP OF THE CONCRETE LINING OF THE ORANGE
 DY0658'COUNTY FLOOD CONTROL CHANNEL.  1 FOOT EAST, 1 FOOT NORTH AND
 DY0658'1.5 FOOT BELOW THE SOUTH END OF THE EAST HEADWALL OVER THE CHANNEL.
 DY0658
 DY0658                          STATION RECOVERY (1978)
 DY0658
 DY0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0658'RECOVERED IN GOOD CONDITION.
 DY0658
 DY0658                          STATION RECOVERY (1989)
 DY0658
 DY0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0658'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 DY0658'CHANGE--BAY BOULEVARD, TO SEAL BEACH BOULEVARD.
 DY0658
 DY0658                          STATION RECOVERY (2006)
 DY0658
 DY0658'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2284 ***********************************************************************
 DX2284  DESIGNATION -  1 A 124
 DX2284  PID         -  DX2284
 DX2284  STATE/COUNTY-  CA/ORANGE
 DX2284  USGS QUAD   -  ANAHEIM (1981)
 DX2284
 DX2284                         *CURRENT SURVEY CONTROL
 DX2284  ___________________________________________________________________
 DX2284* NAD 83(1986)-  33 46 42.     (N)    117 52 34.     (W)     SCALED    
 DX2284* NAVD 88     -        40.463  (meters)     132.75   (feet)  ADJUSTED  
 DX2284  ___________________________________________________________________
 DX2284  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DX2284  DYNAMIC HT  -          40.420 (meters)     132.61  (feet)  COMP
 DX2284  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DX2284
 DX2284  VERT ORDER  -  FIRST     CLASS I
 DX2284
 DX2284.The horizontal coordinates were scaled from a topographic map and have
 DX2284.an estimated accuracy of +/- 6 seconds.
 DX2284
 DX2284.The orthometric height was determined by differential leveling
 DX2284.and adjusted in June 1991.
 DX2284
 DX2284.The geoid height was determined by GEOID03.
 DX2284
 DX2284.The dynamic height is computed by dividing the NAVD 88
 DX2284.geopotential number by the normal gravity value computed on the
 DX2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2284.degrees latitude (g = 980.6199 gals.).
 DX2284
 DX2284.The modeled gravity was interpolated from observed gravity values.
 DX2284
 DX2284;                    North         East    Units  Estimated Accuracy
 DX2284;SPC CA 6     -   679,920.    1,849,390.      MT  (+/- 180 meters Scaled)
 DX2284
 DX2284                          SUPERSEDED SURVEY CONTROL
 DX2284
 DX2284  NGVD 29 (??/??/92)   39.81   (m)          130.6    (f) COMPUTED    1 1
 DX2284
 DX2284.Superseded values are not recommended for survey control.
 DX2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2284.See file dsdata.txt to determine how the superseded data were derived.
 DX2284
 DX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT188379(NAD 83)
 DX2284_MARKER: DD = SURVEY DISK
 DX2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2284_SP_SET: CONCRETE POST
 DX2284_STAMPING: 1A-124-73
 DX2284_MARK LOGO: CA-059
 DX2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2284+STABILITY: SURFACE MOTION
 DX2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2284+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1989
 DX2284
 DX2284  HISTORY     - Date     Condition        Report By
 DX2284  HISTORY     - 1973     MONUMENTED       CA-059
 DX2284  HISTORY     - 19890523 GOOD             NGS
 DX2284  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2284
 DX2284                          STATION DESCRIPTION
 DX2284
 DX2284'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2284'AT SANTA ANA.
 DX2284'0.15 OF A MILE NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 DX2284'TRACT FROM THE INTERSECTION OF FLOWER STREET AND THE SOUTHERN
 DX2284'PACIFIC RAILROAD TRACT, 26 FEET FROM THE SOUTH RAIL, 2.5 FEET
 DX2284'SOUTH OF A STEEL POST OF A CHAIN LINK FENCE, 24 FEET SOUTHEAST
 DX2284'OF THE COLUMN OF THE OFF-RAMP OF THE GARDEN GROVE FREEWAY TO THE
 DX2284'SANTA ANA FREEWAY, 32 FEET SOUTHEAST OF A 30 FOOT TELEPHONE
 DX2284'POLE, 1.5 FEET BELOW THE RAILROAD, ON A CONCRETE POST FLUSH WITH
 DX2284'THE GROUND.
 DX2284
 DX2284                          STATION RECOVERY (1989)
 DX2284
 DX2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2284'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM
 DX2284'(0.10 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2284'JUNCTION OF FLOWER STREET IN SANTA ANA, 7.9 M (25.9 FT) SOUTHWEST OF
 DX2284'THE NEAR RAIL, 7.3 M (24.0 FT) SOUTHEAST OF THE OFF-RAMP PIER OF THE
 DX2284'GARDEN GROVE FREEWAY, 0.8 M (2.6 FT) SOUTH OF A CHAIN-LINK FENCE
 DX2284'CORNER, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RAIL.
 DX2284
 DX2284                          STATION RECOVERY (2006)
 DX2284
 DX2284'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2291 ***********************************************************************
 DX2291  DESIGNATION -  1 A 125 73
 DX2291  PID         -  DX2291
 DX2291  STATE/COUNTY-  CA/ORANGE
 DX2291  USGS QUAD   -  ANAHEIM (1981)
 DX2291
 DX2291                         *CURRENT SURVEY CONTROL
 DX2291  ___________________________________________________________________
 DX2291* NAD 83(1986)-  33 47 28.     (N)    117 53 26.     (W)     SCALED    
 DX2291* NAVD 88     -        42.156  (meters)     138.31   (feet)  ADJUSTED  
 DX2291  ___________________________________________________________________
 DX2291  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DX2291  DYNAMIC HT  -          42.111 (meters)     138.16  (feet)  COMP
 DX2291  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DX2291
 DX2291  VERT ORDER  -  FIRST     CLASS I
 DX2291
 DX2291.The horizontal coordinates were scaled from a topographic map and have
 DX2291.an estimated accuracy of +/- 6 seconds.
 DX2291
 DX2291.The orthometric height was determined by differential leveling
 DX2291.and adjusted in February 1997.
 DX2291
 DX2291.The geoid height was determined by GEOID03.
 DX2291
 DX2291.The dynamic height is computed by dividing the NAVD 88
 DX2291.geopotential number by the normal gravity value computed on the
 DX2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2291.degrees latitude (g = 980.6199 gals.).
 DX2291
 DX2291.The modeled gravity was interpolated from observed gravity values.
 DX2291
 DX2291;                    North         East    Units  Estimated Accuracy
 DX2291;SPC CA 6     -   681,350.    1,848,080.      MT  (+/- 180 meters Scaled)
 DX2291
 DX2291                          SUPERSEDED SURVEY CONTROL
 DX2291
 DX2291  NGVD 29 (??/??/92)   41.49   (m)          136.1    (f) COMPUTED    1 1
 DX2291
 DX2291.Superseded values are not recommended for survey control.
 DX2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2291.See file dsdata.txt to determine how the superseded data were derived.
 DX2291
 DX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT175393(NAD 83)
 DX2291_MARKER: DD = SURVEY DISK
 DX2291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2291_SP_SET: CATCH BASIN
 DX2291_STAMPING: 1A 125 73
 DX2291_MARK LOGO: CA-059
 DX2291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2291+STABILITY: SURFACE MOTION
 DX2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2291+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 DX2291
 DX2291  HISTORY     - Date     Condition        Report By
 DX2291  HISTORY     - 1973     MONUMENTED       CA-059
 DX2291  HISTORY     - 19940818 GOOD             MWDSC
 DX2291  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2291
 DX2291                          STATION DESCRIPTION
 DX2291
 DX2291'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2291'IN ORANGE.
 DX2291'0.4 OF A MILE NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 DX2291'TRACK FROM ITS INTERSECTION WITH CHAPMAN AVENUE, 75 FEET
 DX2291'NORTHEAST OF THE NORTHEAST RAIL, 17 FEET NORTHEAST OF THE
 DX2291'CENTERLINE OF ANAHEIM BOULEVARD, 110 FEET SOUTHEAST OF POWER
 DX2291'POLE NO. 1050113E, ON THE SOUTHWEST CORNER OF A 22 FEET BY 6 FEET
 DX2291'CONCRETE CATCH BASIN AND 1 FOOT FROM THE CURB, 100 FEET NORTHWEST
 DX2291'FROM THE INTERSECTION OF STATE COLLEGE BOULEVARD AND ANAHEIM
 DX2291'BOULEVARD.
 DX2291
 DX2291                          STATION RECOVERY (1994)
 DX2291
 DX2291'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2291'ORANGE, NEAR INTERSECTION OF ANAHEIM BLVD AND STATE COLLEGE BLVD, ON
 DX2291'NORTHERLY SIDE OF ANAHEIM BLVD, 200 FEET (61.0 M) NORTHWEST OF
 DX2291'CENTERLINE OF STATE COLLEGE BLVD, 21 FEET (6.4 M) NORTHEAST OF
 DX2291'CENTERLINE OF ANAHEIM BLVD, FLUSH IN TOP OF SOUTHWEST CORNER OF 22
 DX2291'FEET (6.7 M) BY 10 FEET (3.0 M) CONCRETE CATCH BASIN, A 4 INCH ORANGE
 DX2291'COUNTY SURVEYOR ALUMINUM DISK STAMPED 1A 125 73 NEAR OCF STA. 1365+00
 DX2291'REFERENCE MWD FB 2011 03 060.
 DX2291
 DX2291                          STATION RECOVERY (2006)
 DX2291
 DX2291'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2295 ***********************************************************************
 DX2295  DESIGNATION -  1 A 126 73
 DX2295  PID         -  DX2295
 DX2295  STATE/COUNTY-  CA/ORANGE
 DX2295  USGS QUAD   -  ANAHEIM (1981)
 DX2295
 DX2295                         *CURRENT SURVEY CONTROL
 DX2295  ___________________________________________________________________
 DX2295* NAD 83(1986)-  33 47 46.     (N)    117 53 45.     (W)     SCALED    
 DX2295* NAVD 88     -        43.832  (meters)     143.81   (feet)  ADJUSTED  
 DX2295  ___________________________________________________________________
 DX2295  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DX2295  DYNAMIC HT  -          43.785 (meters)     143.65  (feet)  COMP
 DX2295  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DX2295
 DX2295  VERT ORDER  -  FIRST     CLASS I
 DX2295
 DX2295.The horizontal coordinates were scaled from a topographic map and have
 DX2295.an estimated accuracy of +/- 6 seconds.
 DX2295
 DX2295.The orthometric height was determined by differential leveling
 DX2295.and adjusted in June 1991.
 DX2295
 DX2295.The geoid height was determined by GEOID03.
 DX2295
 DX2295.The dynamic height is computed by dividing the NAVD 88
 DX2295.geopotential number by the normal gravity value computed on the
 DX2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2295.degrees latitude (g = 980.6199 gals.).
 DX2295
 DX2295.The modeled gravity was interpolated from observed gravity values.
 DX2295
 DX2295;                    North         East    Units  Estimated Accuracy
 DX2295;SPC CA 6     -   681,920.    1,847,600.      MT  (+/- 180 meters Scaled)
 DX2295
 DX2295                          SUPERSEDED SURVEY CONTROL
 DX2295
 DX2295  NGVD 29 (??/??/92)   43.17   (m)          141.6    (f) COMPUTED    1 1
 DX2295
 DX2295.Superseded values are not recommended for survey control.
 DX2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2295.See file dsdata.txt to determine how the superseded data were derived.
 DX2295
 DX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT170399(NAD 83)
 DX2295_MARKER: DD = SURVEY DISK
 DX2295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2295_SP_SET: HEADWALL
 DX2295_STAMPING: 1A 126 73
 DX2295_MARK LOGO: CA-059
 DX2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2295+STABILITY: SURFACE MOTION
 DX2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2295+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1994
 DX2295
 DX2295  HISTORY     - Date     Condition        Report By
 DX2295  HISTORY     - 1973     MONUMENTED       CA-059
 DX2295  HISTORY     - 19890523 GOOD             NGS
 DX2295  HISTORY     - 19940816 GOOD             MWDSC
 DX2295  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2295
 DX2295                          STATION DESCRIPTION
 DX2295
 DX2295'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2295'IN ANAHEIM.
 DX2295'300 FEET NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 DX2295'TRACK FROM ITS INTERSECTION WITH THE CENTERLINE OF ORANGEWOOD,
 DX2295'19 FEET SOUTHWEST OF THE CENTERLINE OF ANAHEIM BOULEVARD, 4 FEET
 DX2295'NORTHEAST OF THE NORTHEAST RAIL, 65 FEET SOUTHEAST OF A TELEPHONE
 DX2295'POLE, NO NUMBER, ON THE SOUTHEAST END OF THE HEADWALL OF A DOUBLE
 DX2295'REINFORCED CONCRETE BOX CULVERT.
 DX2295
 DX2295                          STATION RECOVERY (1989)
 DX2295
 DX2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2295'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2295'AT THE INTERSECTION OF ANAHEIM BOULEVARD AND ORANGEWOOD AVENUE, IN
 DX2295'TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 DX2295'CONCRETE HEADWALL OF A CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD,
 DX2295'5.7 M (18.7 FT) SOUTHWEST OF THE CENTER OF THE BOULEVARD, 1.7 M (5.6
 DX2295'FT) NORTHEAST OF THE NEAR RAIL, AND LEVEL WITH THE TRACK.
 DX2295
 DX2295                          STATION RECOVERY (1994)
 DX2295
 DX2295'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2295'ANAHEIM, NEAR INTERSECTION OF ANAHEIM BLVD AND ORANGEWOOD AVE, ON
 DX2295'SOUTHWESTERLY SIDE OF ANAHEIM BLVD, 331 FEET (100.9 M) NORTHWEST OF
 DX2295'CENTERLINE OF ORANGEWOOD AVE, 17 FEET (5.2 M) SOUTHWEST OF CENTERLINE
 DX2295'OF ANAHEIM BLVD, FLUSH IN TOP OF SOUTHEAST CORNER OF 14 FEET (4.3 M)
 DX2295'BY 1.5 FEET (0.5 M) CONCRETE HEADWALL, A 4 INCH ORANGE COUNTY SURVEYOR
 DX2295'ALUMINUM DISK STAMPED 1A 126 73 NEAR OCF STA.  1338+00 REF. MWD FB
 DX2295'2011 03 058.
 DX2295
 DX2295                          STATION RECOVERY (2006)
 DX2295
 DX2295'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2300 ***********************************************************************
 DX2300  DESIGNATION -  1 A 127
 DX2300  PID         -  DX2300
 DX2300  STATE/COUNTY-  CA/ORANGE
 DX2300  USGS QUAD   -  ANAHEIM (1981)
 DX2300
 DX2300                         *CURRENT SURVEY CONTROL
 DX2300  ___________________________________________________________________
 DX2300* NAD 83(1986)-  33 49 03.     (N)    117 54 11.     (W)     SCALED    
 DX2300* NAVD 88     -        47.140  (meters)     154.66   (feet)  ADJUSTED  
 DX2300  ___________________________________________________________________
 DX2300  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DX2300  DYNAMIC HT  -          47.089 (meters)     154.49  (feet)  COMP
 DX2300  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DX2300
 DX2300  VERT ORDER  -  FIRST     CLASS I
 DX2300
 DX2300.The horizontal coordinates were scaled from a topographic map and have
 DX2300.an estimated accuracy of +/- 6 seconds.
 DX2300
 DX2300.The orthometric height was determined by differential leveling
 DX2300.and adjusted in June 1991.
 DX2300
 DX2300.The geoid height was determined by GEOID03.
 DX2300
 DX2300.The dynamic height is computed by dividing the NAVD 88
 DX2300.geopotential number by the normal gravity value computed on the
 DX2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2300.degrees latitude (g = 980.6199 gals.).
 DX2300
 DX2300.The modeled gravity was interpolated from observed gravity values.
 DX2300
 DX2300;                    North         East    Units  Estimated Accuracy
 DX2300;SPC CA 6     -   684,300.    1,846,970.      MT  (+/- 180 meters Scaled)
 DX2300
 DX2300                          SUPERSEDED SURVEY CONTROL
 DX2300
 DX2300  NGVD 29 (??/??/92)   46.45   (m)          152.4    (f) COMPUTED    1 1
 DX2300
 DX2300.Superseded values are not recommended for survey control.
 DX2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2300.See file dsdata.txt to determine how the superseded data were derived.
 DX2300
 DX2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT164422(NAD 83)
 DX2300_MARKER: DD = SURVEY DISK
 DX2300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2300_SP_SET: CATCH BASIN
 DX2300_STAMPING: 1A-127-73
 DX2300_MARK LOGO: CA-059
 DX2300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2300+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2300
 DX2300  HISTORY     - Date     Condition        Report By
 DX2300  HISTORY     - 1973     MONUMENTED       CA-059
 DX2300  HISTORY     - 19890530 GOOD             NGS
 DX2300  HISTORY     - 20060917 GOOD             GEOCAC
 DX2300
 DX2300                          STATION DESCRIPTION
 DX2300
 DX2300'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2300'IN ANAHEIM.
 DX2300'200 FEET EAST ALONG BALL ROAD FROM ITS INTERSECTION WITH THE
 DX2300'SOUTHERN PACIFIC RAILROAD TRACK, 44 FEET SOUTH OF THE CENTERLINE
 DX2300'OF BALL ROAD, 51.6 FEET WEST OF A CONCRETE ELECTRIC LIGHT
 DX2300'POLE (NO NUMBER), 1 FOOT FROM THE EDGE OF THE NORTHWEST CORNER
 DX2300'OF A 7 FEET BY 4 FEET CONCRETE CATCH BASIN.
 DX2300
 DX2300                          STATION RECOVERY (1989)
 DX2300
 DX2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2300'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2300'AT THE INTERSECTION OF BALL ROAD AND ALLEN STREET, IN THE NORTHWEST
 DX2300'CORNER OF A CATCH BASIN, 40.8 M (133.9 FT) WEST OF THE EXTENDED
 DX2300'CENTER OF THE STREET, 13.4 M (44.0 FT) SOUTH OF THE CENTER OF THE
 DX2300'ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 DX2300
 DX2300                          STATION RECOVERY (2006)
 DX2300
 DX2300'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0815 ***********************************************************************
 DY0815  DESIGNATION -  1 A 128
 DY0815  PID         -  DY0815
 DY0815  STATE/COUNTY-  CA/ORANGE
 DY0815  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0815
 DY0815                         *CURRENT SURVEY CONTROL
 DY0815  ___________________________________________________________________
 DY0815* NAD 83(1986)-  33 46 28.     (N)    118 04 28.     (W)     SCALED    
 DY0815* NAVD 88     -        12.422  (meters)      40.75   (feet)  ADJUSTED  
 DY0815  ___________________________________________________________________
 DY0815  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0815  DYNAMIC HT  -          12.409 (meters)      40.71  (feet)  COMP
 DY0815  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DY0815
 DY0815  VERT ORDER  -  FIRST     CLASS I
 DY0815
 DY0815.The horizontal coordinates were scaled from a topographic map and have
 DY0815.an estimated accuracy of +/- 6 seconds.
 DY0815
 DY0815.The orthometric height was determined by differential leveling
 DY0815.and adjusted in June 1991.
 DY0815.WARNING-Repeat measurements at this control monument indicate possible
 DY0815.vertical movement.
 DY0815
 DY0815.The geoid height was determined by GEOID03.
 DY0815
 DY0815.The dynamic height is computed by dividing the NAVD 88
 DY0815.geopotential number by the normal gravity value computed on the
 DY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0815.degrees latitude (g = 980.6199 gals.).
 DY0815
 DY0815.The modeled gravity was interpolated from observed gravity values.
 DY0815
 DY0815;                    North         East    Units  Estimated Accuracy
 DY0815;SPC CA 6     -   679,790.    1,831,020.      MT  (+/- 180 meters Scaled)
 DY0815
 DY0815                          SUPERSEDED SURVEY CONTROL
 DY0815
 DY0815  NGVD 29 (??/??/92)   11.702  (m)           38.39   (f) ADJ UNCH    1 1
 DY0815
 DY0815.Superseded values are not recommended for survey control.
 DY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0815.See file dsdata.txt to determine how the superseded data were derived.
 DY0815
 DY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT005376(NAD 83)
 DY0815_MARKER: DD = SURVEY DISK
 DY0815_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY0815_SP_SET: BRIDGE ABUTMENT
 DY0815_STAMPING: 1A-128-74
 DY0815_MARK LOGO: CA-059
 DY0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0815+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 DY0815
 DY0815  HISTORY     - Date     Condition        Report By
 DY0815  HISTORY     - 1974     MONUMENTED       CA-059
 DY0815  HISTORY     - 1978     GOOD             NGS
 DY0815  HISTORY     - 19890417 GOOD             NGS
 DY0815  HISTORY     - 20061221 GOOD             GEOCAC
 DY0815  HISTORY     - 20080915 GOOD             GEOCAC
 DY0815
 DY0815                          STATION DESCRIPTION
 DY0815
 DY0815'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0815'IN SEAL BEACH.
 DY0815'1.10 MILES NORTHERLY ALONG SEAL BEACH BOULEVARD FROM ITS
 DY0815'INTERSECTION WITH WESTMINSTER AVENUE TO A BRIDGE OVER THE SAN
 DY0815'DIEGO FREEWAY, SET IN THE EAST END OF THE NORTH ABUTMENT OF
 DY0815'BRIDGE NO. 55 365 1972, 2 FEET SOUTH OF THE NORTH END OF THE
 DY0815'BRIDGE AND ABOUT 1 FOOT ABOVE THE ROADWAY.
 DY0815
 DY0815                          STATION RECOVERY (1978)
 DY0815
 DY0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0815'RECOVERED IN GOOD CONDITION.
 DY0815
 DY0815                          STATION RECOVERY (1989)
 DY0815
 DY0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0815'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--IN
 DY0815'SEAL BEACH, AND 1.4 M (4.6 FT) EAST OF THE EAST CURB OF THE
 DY0815'BOULEVARD.
 DY0815
 DY0815                          STATION RECOVERY (2006)
 DY0815
 DY0815'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0815'RECOVERED IN GOOD CONDITION.
 DY0815
 DY0815                          STATION RECOVERY (2008)
 DY0815
 DY0815'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0815'RECOVERED IN GOOD CONDITION.  BRIDGE IS SW TO NE, SO MARK IS ACTUALLY
 DY0815'ABOUT 1.6 FEET SW OF THE NE END OF THE BRIDGE SIDEWALK.  ADDITIONAL
 DY0815'SIDEWALK CONTINUES TO THE NE.  MARK IS LOCATED ABOUT 0.5 FEET NW OF
 DY0815'THE CONCRETE GUARDRAIL OR ABOUT 4.5 FEET SE OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0807 ***********************************************************************
 DY0807  DESIGNATION -  1 A 129
 DY0807  PID         -  DY0807
 DY0807  STATE/COUNTY-  CA/ORANGE
 DY0807  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0807
 DY0807                         *CURRENT SURVEY CONTROL
 DY0807  ___________________________________________________________________
 DY0807* NAD 83(1992)-  33 49 03.88595(N)    118 04 06.77554(W)     ADJUSTED  
 DY0807* NAVD 88     -        12.618  (meters)      41.40   (feet)  ADJUSTED  
 DY0807  ___________________________________________________________________
 DY0807  EPOCH DATE  -        1991.35
 DY0807  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 DY0807  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0807  DYNAMIC HT  -          12.605 (meters)      41.35  (feet)  COMP
 DY0807  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DY0807
 DY0807  HORZ ORDER  -  SECOND
 DY0807  VERT ORDER  -  FIRST     CLASS I
 DY0807
 DY0807.The horizontal coordinates were established by classical geodetic methods
 DY0807.and adjusted by the National Geodetic Survey in June 1996.
 DY0807.The horizontal coordinates are valid at the epoch date displayed above.
 DY0807.The epoch date for horizontal control is a decimal equivalence
 DY0807.of Year/Month/Day.
 DY0807
 DY0807.The orthometric height was determined by differential leveling
 DY0807.and adjusted in June 1995.
 DY0807
 DY0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY0807
 DY0807.The geoid height was determined by GEOID03.
 DY0807
 DY0807.The dynamic height is computed by dividing the NAVD 88
 DY0807.geopotential number by the normal gravity value computed on the
 DY0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0807.degrees latitude (g = 980.6199 gals.).
 DY0807
 DY0807.The modeled gravity was interpolated from observed gravity values.
 DY0807
 DY0807;                    North         East     Units Scale Factor Converg.
 DY0807;SPC CA 6     -   684,581.223 1,831,646.078   MT  0.99998970   -0 59 57.6
 DY0807;SPC CA 6     - 2,245,996.90  6,009,325.51   sFT  0.99998970   -0 59 57.6
 DY0807;SPC CA 5     -   535,249.013 1,993,653.304   MT  1.00005370   -0 02 20.7
 DY0807;SPC CA 5     - 1,756,062.80  6,540,844.21   sFT  1.00005370   -0 02 20.7
 DY0807;UTM  11      - 3,742,461.581   401,109.395   MT  0.99972056   -0 35 41.1
 DY0807
 DY0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY0807!SPC CA 6     -   1.00000362  x   0.99998970  =   0.99999332
 DY0807!SPC CA 5     -   1.00000362  x   1.00005370  =   1.00005732
 DY0807!UTM  11      -   1.00000362  x   0.99972056  =   0.99972418
 DY0807
 DY0807:                Primary Azimuth Mark                     Grid Az
 DY0807:SPC CA 6     -  CYPRESS CH OF OUR FATHER SPIRE           027 02 32.6
 DY0807:SPC CA 5     -  CYPRESS CH OF OUR FATHER SPIRE           026 04 55.7
 DY0807:UTM  11      -  CYPRESS CH OF OUR FATHER SPIRE           026 38 16.1
 DY0807
 DY0807|---------------------------------------------------------------------|
 DY0807| PID    Reference Object                     Distance      Geod. Az  |
 DY0807|                                                           dddmmss.s |
 DY0807| DY2406 CYPRESS CH OF OUR FATHER SPIRE      APPROX. 1.9 KM 0260235.0 |
 DY0807| CA9052 1A 129 74 RM 1                        6.466 METERS 11250     |
 DY0807| CA9053 1A 129 74 RM 2                       19.172 METERS 22218     |
 DY0807| CA9054 1A 129 74 RM 3                        6.921 METERS 25027     |
 DY0807| DY2408 1A 129 74 AUX O CO 1974              11.895 METERS 26554     |
 DY0807| DY2413 LONG BEACH MUN GAS HOLDER           APPROX. 2.2 KM 3011941.0 |
 DY0807|---------------------------------------------------------------------|
 DY0807
 DY0807                          SUPERSEDED SURVEY CONTROL
 DY0807
 DY0807  NAD 83(1986)-  33 49 03.88648(N)    118 04 06.77373(W) AD(1984.00) 2
 DY0807  NAD 27      -  33 49 03.83660(N)    118 04 03.54950(W) AD(       ) 2
 DY0807  NAVD 88 (02/01/93)   12.622  (m)           41.41   (f) UNKNOWN     1 1
 DY0807  NGVD 29 (??/??/92)   11.890  (m)           39.01   (f) ADJ UNCH    1 1
 DY0807
 DY0807.Superseded values are not recommended for survey control.
 DY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0807.See file dsdata.txt to determine how the superseded data were derived.
 DY0807
 DY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0110942462(NAD 83)
 DY0807_MARKER: DD = SURVEY DISK
 DY0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0807_SP_SET: BACKWALL
 DY0807_STAMPING: 1A-129-74
 DY0807_MARK LOGO: CA-059
 DY0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0807+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DY0807
 DY0807  HISTORY     - Date     Condition        Report By
 DY0807  HISTORY     - 1974     MONUMENTED       CA-059
 DY0807  HISTORY     - 1974     GOOD             CA-059
 DY0807  HISTORY     - 1978     GOOD             NGS
 DY0807  HISTORY     - 19940816 GOOD             CA-059
 DY0807  HISTORY     - 20060405 GOOD             GEOCAC
 DY0807
 DY0807                          STATION DESCRIPTION
 DY0807
 DY0807'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0807'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE CONCRETE
 DY0807'BRIDGE OVER COYOTE CREEK IN LONG BEACH.
 DY0807'
 DY0807'TO REACH THE STATION FROM THE INTERSECTION OF BALL ROAD AND
 DY0807'BLOOMFIELD STREET, TRAVEL 0.3 MILE WEST ALONG BALL ROAD (WARDLOW
 DY0807'ROAD IN LONG BEACH) TO THE NORTHEAST CORNER OF THE BRIDGE OVER
 DY0807'COYOTE CREEK WEST OF THE BOUNDARY OF LOS ANGELES AND ORANGE
 DY0807'COUNTIES.
 DY0807'
 DY0807'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM BENCH MARK DISK
 DY0807'STAMPED 1A-129-74.  THE BENCH MARK IS SET IN THE EAST BRIDGE
 DY0807'ABUTMENT 70 FEET NORTH OF THE NORTH CURB, 9 FEET NORTHWEST OF A
 DY0807'STREET LIGHT POLE, AND 1.0 FEET EAST OF THE EAST END OF THE NORTH
 DY0807'BRIDGE RAIL.
 DY0807'
 DY0807'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY0807'MAR 1974 1A-129-74, IS EPOXIED INTO A COUNTERSUNK HOLE ON TOP OF
 DY0807'THE NORTHERLY SIDEWALK AT THE WEST EDGE OF A CONCRETE DRIVE
 DY0807'APPROACH TO EASTERLY SIDE OF THE CHANNEL AT BACK OF SIDEWALK.
 DY0807'
 DY0807'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY0807'MAR 1974 1A-129-74, IS EPOXIED INTO A COUNTERSUNK HOLE IN TOP OF
 DY0807'CONCRETE COVERED MEDIAN 3.5 FEET SOUTH OF NORTHERLY CURB ABOUT
 DY0807'3.0 FEET WEST OF EAST NOSE OF ISLAND.
 DY0807'
 DY0807'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DY0807'MAR 1974 1A-129-74, IS EPOXIED INTO A COUNTERSUNK HOLE AT REAR
 DY0807'OF NORTHERLY CURB LINE OF BRIDGE AND 14.2 FEET WEST OF EAST END
 DY0807'OF BRIDGE ON TOP OF BRIDGE SIDEWALK.
 DY0807'
 DY0807'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 DY0807
 DY0807                          STATION RECOVERY (1974)
 DY0807
 DY0807'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0807'AT LONG BEACH.
 DY0807'0.2 MILE EASTERLY ALONG WARDLOW ROAD FROM ITS INTERSECTION WITH
 DY0807'NORWALK BOULEVARD IN LOS ANGELES COUNTY, SET AT THE NORTH SIDE
 DY0807'OF THE EAST REINFORCED CONCRETE BRIDGE ABUTMENT ON COYOTE CREEK,
 DY0807'7 FEET NORTHERLY FROM THE NORTH CURB OF THE ROAD, 9 FEET NORTHWEST
 DY0807'OF A CONCRETE LIGHT POLE, 1 FOOT EAST FROM THE EAST END OF THE
 DY0807'CONCRETE BRIDGE RAILING, SET ON TOP OF THE REINFORCED CONCRETE
 DY0807'BACKWALL OF THE EASTERLY END OF THE BRIDGE, 1 FOOT ABOVE THE
 DY0807'ROADWAY.
 DY0807
 DY0807                          STATION RECOVERY (1978)
 DY0807
 DY0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0807'RECOVERED IN GOOD CONDITION.
 DY0807
 DY0807                          STATION RECOVERY (1994)
 DY0807
 DY0807'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0807'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0807'BY ORANGE COUNTY CALIFORNIA 1974.
 DY0807
 DY0807                          STATION RECOVERY (2006)
 DY0807
 DY0807'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DY0807'STATION MARK RECOVERED AS DESCRIBED.  RM'S NOT SEARCHED FOR AT THIS
 DY0807'TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0797 ***********************************************************************
 DY0797  DESIGNATION -  1 A 130
 DY0797  PID         -  DY0797
 DY0797  STATE/COUNTY-  CA/ORANGE
 DY0797  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0797
 DY0797                         *CURRENT SURVEY CONTROL
 DY0797  ___________________________________________________________________
 DY0797* NAD 83(2007)-  33 50 20.44026(N)    118 03 05.17618(W)     NO CHECK  
 DY0797* NAVD 88     -        12.123  (meters)      39.77   (feet)  ADJUSTED  
 DY0797  ___________________________________________________________________
 DY0797  EPOCH DATE  -        2007.00
 DY0797  X           -  -2,493,905.989 (meters)                     COMP
 DY0797  Y           -  -4,680,213.805 (meters)                     COMP
 DY0797  Z           -   3,531,615.363 (meters)                     COMP
 DY0797  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 DY0797  ELLIP HEIGHT-         -23.423 (meters)          (02/10/07) NO CHECK
 DY0797  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DY0797  DYNAMIC HT  -          12.110 (meters)      39.73  (feet)  COMP
 DY0797
 DY0797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY0797  Type    PID    Designation                      North   East  Ellip
 DY0797  -------------------------------------------------------------------
 DY0797  NETWORK DY0797 1 A 130                           1.18   1.82   8.90
 DY0797  -------------------------------------------------------------------
 DY0797  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 DY0797
 DY0797  VERT ORDER  -  FIRST     CLASS I
 DY0797
 DY0797.The horizontal coordinates were established by GPS observations
 DY0797.and adjusted by the National Geodetic Survey in February 2007.
 DY0797
 DY0797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY0797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY0797.No horizontal observational check was made to the station.
 DY0797.The horizontal coordinates are valid at the epoch date displayed above.
 DY0797.The epoch date for horizontal control is a decimal equivalence
 DY0797.of Year/Month/Day.
 DY0797
 DY0797.The orthometric height was determined by differential leveling
 DY0797.and adjusted in June 1995.
 DY0797
 DY0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY0797
 DY0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY0797
 DY0797.The ellipsoidal height was determined by GPS observations
 DY0797.and is referenced to NAD 83.
 DY0797
 DY0797.The geoid height was determined by GEOID03.
 DY0797
 DY0797.The dynamic height is computed by dividing the NAVD 88
 DY0797.geopotential number by the normal gravity value computed on the
 DY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0797.degrees latitude (g = 980.6199 gals.).
 DY0797
 DY0797.The modeled gravity was interpolated from observed gravity values.
 DY0797
 DY0797;                    North         East     Units Scale Factor Converg.
 DY0797;SPC CA 6     -   686,912.060 1,833,270.731   MT  0.99999289   -0 59 23.7
 DY0797;SPC CA 6     - 2,253,643.98  6,014,655.72   sFT  0.99999289   -0 59 23.7
 DY0797;UTM  11      - 3,744,803.191   402,717.115   MT  0.99971667   -0 35 08.0
 DY0797
 DY0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY0797!SPC CA 6     -   1.00000368  x   0.99999289  =   0.99999657
 DY0797!UTM  11      -   1.00000368  x   0.99971667  =   0.99972035
 DY0797
 DY0797                          SUPERSEDED SURVEY CONTROL
 DY0797
 DY0797  NAD 83(1994)-  33 50 20.42900(N)    118 03 05.16471(W) AD(1995.00) 1
 DY0797  ELLIP H (11/30/95)  -23.485  (m)                       GP(1995.00) 4 2
 DY0797  NAVD 88 (11/30/95)   12.12   (m)           39.8    (f) LEVELING    3  
 DY0797  NGVD 29 (??/??/92)   11.40   (m)           37.4    (f) COMPUTED    1 1
 DY0797
 DY0797.Superseded values are not recommended for survey control.
 DY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0797.See file dsdata.txt to determine how the superseded data were derived.
 DY0797
 DY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0271744803(NAD 83)
 DY0797_MARKER: DD = SURVEY DISK
 DY0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0797_SP_SET: CATCH BASIN
 DY0797_STAMPING: 1A-130-74
 DY0797_MARK LOGO: CA-059
 DY0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0797+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 DY0797
 DY0797  HISTORY     - Date     Condition        Report By
 DY0797  HISTORY     - 1974     MONUMENTED       CA-059
 DY0797  HISTORY     - 19940816 GOOD             CA-059
 DY0797  HISTORY     - 20041023 GOOD             USPSQD
 DY0797
 DY0797                          STATION DESCRIPTION
 DY0797
 DY0797'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0797'AT LA PALMA.
 DY0797'0.3 MILE ALONG CRESCENT AVENUE WESTERLY FROM ITS INTERSECTION
 DY0797'WITH MOODY STREET, 50 FEET EAST FROM THE SOUTHEAST CORNER OF
 DY0797'THE NORTHEAST END OF A REINFORCED CONCRETE 10 FEET BY 12 FEET
 DY0797'BOX CULVERT, 25 FEET WESTERLY FROM A WOODEN POWER POLE 1973523E,
 DY0797'34 FEET NORTHERLY FROM THE CENTERLINE OF CRESCENT AVENUE, 1
 DY0797'FOOT NORTH FROM THE NORTH CURB OF CRESCENT AVENUE, SET ON TOP
 DY0797'OF A 4 FEET BY 5 FEET REINFORCED CONCRETE CATCH BASIN AT THE
 DY0797'SOUTHEAST CORNER OF THE CATCH BASIN AND 1 FOOT ABOVE THE ROAD.
 DY0797
 DY0797                          STATION RECOVERY (1994)
 DY0797
 DY0797'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0797'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0797'BY ORANGE COUNTY CALIFORNIA 1974.
 DY0797
 DY0797                          STATION RECOVERY (2004)
 DY0797
 DY0797'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0795 ***********************************************************************
 DY0795  DESIGNATION -  1 A 131 O CO
 DY0795  PID         -  DY0795
 DY0795  STATE/COUNTY-  CA/ORANGE
 DY0795  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0795
 DY0795                         *CURRENT SURVEY CONTROL
 DY0795  ___________________________________________________________________
 DY0795* NAD 83(1986)-  33 50 36.     (N)    118 02 45.     (W)     SCALED    
 DY0795* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 DY0795  ___________________________________________________________________
 DY0795  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DY0795  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0795
 DY0795.The horizontal coordinates were scaled from a topographic map and have
 DY0795.an estimated accuracy of +/- 6 seconds.
 DY0795
 DY0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0795.The vertical order pertains to the NGVD 29 superseded value.
 DY0795
 DY0795.The geoid height was determined by GEOID03.
 DY0795
 DY0795;                    North         East    Units  Estimated Accuracy
 DY0795;SPC CA 6     -   687,380.    1,833,800.      MT  (+/- 180 meters Scaled)
 DY0795
 DY0795                          SUPERSEDED SURVEY CONTROL
 DY0795
 DY0795  NGVD 29 (??/??/92)   12.16   (m)           39.9    (f) COMPUTED    1 1
 DY0795
 DY0795.Superseded values are not recommended for survey control.
 DY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0795.See file dsdata.txt to determine how the superseded data were derived.
 DY0795
 DY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT032452(NAD 83)
 DY0795_MARKER: DD = SURVEY DISK
 DY0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0795_SP_SET: CATCH BASIN
 DY0795_STAMPING: 1A-131-74
 DY0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0795
 DY0795  HISTORY     - Date     Condition        Report By
 DY0795  HISTORY     - 1974     MONUMENTED       CA-059
 DY0795
 DY0795                          STATION DESCRIPTION
 DY0795
 DY0795'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0795'IN LA PALMA.
 DY0795'0.2 MILE SOUTHERLY ALONG MOODY STREET FROM ITS INTERSECTION
 DY0795'WITH LA PALMA AVENUE, 100 FEET NORTHERLY FROM THE NORTH END OF
 DY0795'HEADWALL OF THE EAST END OF A DOUBLE 12 FEET BY 12 FEET REINFORCED
 DY0795'CONCRETE BOX CULVERT ON MOODY CREEK, 30 FEET SOUTH OF A WOODEN
 DY0795'POWER POLE 1659973E, 40 FEET EAST OF THE CENTERLINE OF MOODY
 DY0795'STREET, SET ON TOP OF THE NORTHWEST CORNER OF A 4 FEET BY 7 FEET
 DY0795'CONCRETE CATCH BASIN, 1 FOOT EAST FROM THE EAST CURB OF MOODY
 DY0795'STREET AND ONE FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0091 ***********************************************************************
 DY0091  DESIGNATION -  1 A 132
 DY0091  PID         -  DY0091
 DY0091  STATE/COUNTY-  CA/LOS ANGELES
 DY0091  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0091
 DY0091                         *CURRENT SURVEY CONTROL
 DY0091  ___________________________________________________________________
 DY0091* NAD 83(1986)-  33 52 24.     (N)    118 00 32.     (W)     SCALED    
 DY0091* NAVD 88     -        20.595  (meters)      67.57   (feet)  ADJUSTED  
 DY0091  ___________________________________________________________________
 DY0091  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DY0091  DYNAMIC HT  -          20.573 (meters)      67.50  (feet)  COMP
 DY0091  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DY0091
 DY0091  VERT ORDER  -  FIRST     CLASS I
 DY0091
 DY0091.The horizontal coordinates were scaled from a topographic map and have
 DY0091.an estimated accuracy of +/- 6 seconds.
 DY0091
 DY0091.The orthometric height was determined by differential leveling
 DY0091.and adjusted in June 1995.
 DY0091
 DY0091.The geoid height was determined by GEOID03.
 DY0091
 DY0091.The dynamic height is computed by dividing the NAVD 88
 DY0091.geopotential number by the normal gravity value computed on the
 DY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0091.degrees latitude (g = 980.6199 gals.).
 DY0091
 DY0091.The modeled gravity was interpolated from observed gravity values.
 DY0091
 DY0091;                    North         East    Units  Estimated Accuracy
 DY0091;SPC CA 5     -   541,410.    1,999,180.      MT  (+/- 180 meters Scaled)
 DY0091
 DY0091                          SUPERSEDED SURVEY CONTROL
 DY0091
 DY0091  NGVD 29 (??/??/92)   19.90   (m)           65.3    (f) COMPUTED    1 1
 DY0091
 DY0091.Superseded values are not recommended for survey control.
 DY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0091.See file dsdata.txt to determine how the superseded data were derived.
 DY0091
 DY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT066485(NAD 83)
 DY0091_MARKER: DD = SURVEY DISK
 DY0091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0091_SP_SET: HEADWALL
 DY0091_STAMPING: 1A-132-74
 DY0091_MARK LOGO: CA-059
 DY0091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0091+STABILITY: SURFACE MOTION
 DY0091
 DY0091  HISTORY     - Date     Condition        Report By
 DY0091  HISTORY     - 1974     MONUMENTED       CA-059
 DY0091  HISTORY     - 19940816 GOOD             CA-059
 DY0091
 DY0091                          STATION DESCRIPTION
 DY0091
 DY0091'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0091'IN BUENA PARK.
 DY0091'150 FEET EASTERLY ALONG ARTESIA BOULEVARD FROM ITS INTERSECTION
 DY0091'WITH THE SANTA ANA FREEWAY, 75 FEET NORTH OF THE NORTHERLY
 DY0091'CURB OF ARTESIA BOULEVARD, 19 FEET EAST OF THE EAST CURB OF THE
 DY0091'NORTHBOUND ON-RAMP TO THE SANTA ANA FREEWAY, SET ON THE EAST
 DY0091'HEADWALL OF A 2 FEET BY 3 FEET CONCRETE BOX CULVERT, 1 FOOT
 DY0091'SOUTH OF THE NORTH END OF THE HEADWALL AND THE SAME LEVEL WITH
 DY0091'THE ROADWAY.
 DY0091
 DY0091                          STATION RECOVERY (1994)
 DY0091
 DY0091'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0091'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0091'BY ORANGE COUNTY CALIFORNIA 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0788 ***********************************************************************
 DY0788  DESIGNATION -  1 A 133 O CO
 DY0788  PID         -  DY0788
 DY0788  STATE/COUNTY-  CA/ORANGE
 DY0788  USGS QUAD   -  WHITTIER (1981)
 DY0788
 DY0788                         *CURRENT SURVEY CONTROL
 DY0788  ___________________________________________________________________
 DY0788* NAD 83(1986)-  33 52 51.     (N)    118 00 18.     (W)     SCALED    
 DY0788* NAVD 88     -        22.72   (+/-2cm)      74.5    (feet)  VERTCON   
 DY0788  ___________________________________________________________________
 DY0788  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 DY0788  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0788
 DY0788.The horizontal coordinates were scaled from a topographic map and have
 DY0788.an estimated accuracy of +/- 6 seconds.
 DY0788
 DY0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0788.The vertical order pertains to the NGVD 29 superseded value.
 DY0788
 DY0788.The geoid height was determined by GEOID03.
 DY0788
 DY0788;                    North         East    Units  Estimated Accuracy
 DY0788;SPC CA 6     -   691,480.    1,837,650.      MT  (+/- 180 meters Scaled)
 DY0788
 DY0788                          SUPERSEDED SURVEY CONTROL
 DY0788
 DY0788  NGVD 29 (??/??/92)   22.00   (m)           72.2    (f) COMPUTED    1 1
 DY0788
 DY0788.Superseded values are not recommended for survey control.
 DY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0788.See file dsdata.txt to determine how the superseded data were derived.
 DY0788
 DY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT070493(NAD 83)
 DY0788_MARKER: DR = REFERENCE MARK DISK
 DY0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0788_SP_SET: CATCH BASIN
 DY0788_STAMPING: 1A-133-74
 DY0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0788
 DY0788  HISTORY     - Date     Condition        Report By
 DY0788  HISTORY     - 1974     MONUMENTED       CA-059
 DY0788  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0788
 DY0788                          STATION DESCRIPTION
 DY0788
 DY0788'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0788'AT LA MIRADA.
 DY0788'0.2 MILE EASTERLY ALONG DESMAN ROAD FROM ITS INTERSECTION WITH
 DY0788'DOLLY AVENUE, 74 FEET EASTERLY ALONG DESMAN ROAD FROM ITS
 DY0788'INTERSECTION WITH THE SPUR RAILROAD TRACK, 41 FEET WEST OF A
 DY0788'POWER POLE 1913845E, 29 FEET SOUTH OF THE CENTERLINE OF DESMAN
 DY0788'ROAD, SET ON THE NORTHWEST CORNER OF A 4 FEET BY 11 FEET CATCH
 DY0788'BASIN, 1 FOOT ABOVE TH GUTTER AND 1 FOOT FROM THE CURB FACE.
 DY0788
 DY0788                          STATION RECOVERY (2006)
 DY0788
 DY0788'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2303 ***********************************************************************
 DX2303  DESIGNATION -  1 A 134
 DX2303  PID         -  DX2303
 DX2303  STATE/COUNTY-  CA/ORANGE
 DX2303  USGS QUAD   -  ANAHEIM (1981)
 DX2303
 DX2303                         *CURRENT SURVEY CONTROL
 DX2303  ___________________________________________________________________
 DX2303* NAD 83(1986)-  33 49 23.     (N)    117 54 21.     (W)     SCALED    
 DX2303* NAVD 88     -        48.440  (meters)     158.92   (feet)  ADJUSTED  
 DX2303  ___________________________________________________________________
 DX2303  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DX2303  DYNAMIC HT  -          48.388 (meters)     158.75  (feet)  COMP
 DX2303  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DX2303
 DX2303  VERT ORDER  -  FIRST     CLASS I
 DX2303
 DX2303.The horizontal coordinates were scaled from a topographic map and have
 DX2303.an estimated accuracy of +/- 6 seconds.
 DX2303
 DX2303.The orthometric height was determined by differential leveling
 DX2303.and adjusted in June 1991.
 DX2303
 DX2303.The geoid height was determined by GEOID03.
 DX2303
 DX2303.The dynamic height is computed by dividing the NAVD 88
 DX2303.geopotential number by the normal gravity value computed on the
 DX2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2303.degrees latitude (g = 980.6199 gals.).
 DX2303
 DX2303.The modeled gravity was interpolated from observed gravity values.
 DX2303
 DX2303;                    North         East    Units  Estimated Accuracy
 DX2303;SPC CA 6     -   684,920.    1,846,720.      MT  (+/- 180 meters Scaled)
 DX2303
 DX2303                          SUPERSEDED SURVEY CONTROL
 DX2303
 DX2303  NGVD 29 (??/??/92)   47.75   (m)          156.7    (f) COMPUTED    1 1
 DX2303
 DX2303.Superseded values are not recommended for survey control.
 DX2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2303.See file dsdata.txt to determine how the superseded data were derived.
 DX2303
 DX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT161429(NAD 83)
 DX2303_MARKER: DD = SURVEY DISK
 DX2303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2303_SP_SET: CATCH BASIN
 DX2303_STAMPING: 1A-134-73
 DX2303_MARK LOGO: CA-059
 DX2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2303+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 DX2303
 DX2303  HISTORY     - Date     Condition        Report By
 DX2303  HISTORY     - 1973     MONUMENTED       CA-059
 DX2303  HISTORY     - 19890530 GOOD             NGS
 DX2303  HISTORY     - 20060917 GOOD             GEOCAC
 DX2303
 DX2303                          STATION DESCRIPTION
 DX2303
 DX2303'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2303'IN ANAHEIM.
 DX2303'30 FEET WEST ALONG VERMONT AVENUE FROM ITS INTERSECTION WITH
 DX2303'THE SOUTHERN PACIFIC RAILROAD TRACK, 25 FEET SOUTH OF THE
 DX2303'CENTERLINE OF VERMONT AVENUE, 41 FEET EAST OF POWER POLE NO.
 DX2303'20382D, ON THE NORTHEAST CORNER OF A 10 FEET BY 4 FEET CONCRETE
 DX2303'CATCH BASIN AND 1 FOOT FROM THE CURB, 3 FEET BELOW THE RAILROAD
 DX2303'TRACK.
 DX2303
 DX2303                          STATION RECOVERY (1989)
 DX2303
 DX2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2303'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANAHEIM,
 DX2303'AT THE INTERSECTION OF VERMONT AVENUE AND OLIVE STREET, IN THE
 DX2303'NORTHEAST CORNER OF A CATCH BASIN, 12.5 M (41.0 FT) EAST OF UTILITY
 DX2303'POLE NUMBER 20382D, 9.0 M (29.5 FT) WEST OF THE EXTENDED CENTER OF
 DX2303'THE STREET, 8.1 M (26.6 FT) WEST OF THE NEAR RAIL OF THE SOUTHERN
 DX2303'PACIFIC RAILROAD, 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF THE
 DX2303'AVENUE, AND LEVEL WITH THE AVENUE.
 DX2303
 DX2303                          STATION RECOVERY (2006)
 DX2303
 DX2303'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5274 ***********************************************************************
 DX5274  DESIGNATION -  1 A 136
 DX5274  PID         -  DX5274
 DX5274  STATE/COUNTY-  CA/ORANGE
 DX5274  USGS QUAD   -  ANAHEIM (1981)
 DX5274
 DX5274                         *CURRENT SURVEY CONTROL
 DX5274  ___________________________________________________________________
 DX5274* NAD 83(1986)-  33 49 46.     (N)    117 55 47.     (W)     SCALED    
 DX5274* NAVD 88     -        42.667  (meters)     139.98   (feet)  ADJUSTED  
 DX5274  ___________________________________________________________________
 DX5274  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DX5274  DYNAMIC HT  -          42.622 (meters)     139.84  (feet)  COMP
 DX5274  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DX5274
 DX5274  VERT ORDER  -  FIRST     CLASS II
 DX5274
 DX5274.The horizontal coordinates were scaled from a topographic map and have
 DX5274.an estimated accuracy of +/- 6 seconds.
 DX5274
 DX5274.The orthometric height was determined by differential leveling
 DX5274.and adjusted in June 1991.
 DX5274
 DX5274.The geoid height was determined by GEOID03.
 DX5274
 DX5274.The dynamic height is computed by dividing the NAVD 88
 DX5274.geopotential number by the normal gravity value computed on the
 DX5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5274.degrees latitude (g = 980.6199 gals.).
 DX5274
 DX5274.The modeled gravity was interpolated from observed gravity values.
 DX5274
 DX5274;                    North         East    Units  Estimated Accuracy
 DX5274;SPC CA 6     -   685,660.    1,844,520.      MT  (+/- 180 meters Scaled)
 DX5274
 DX5274                          SUPERSEDED SURVEY CONTROL
 DX5274
 DX5274.No superseded survey control is available for this station.
 DX5274
 DX5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT139436(NAD 83)
 DX5274_MARKER: DD = SURVEY DISK
 DX5274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX5274_SP_SET: CATCH BASIN
 DX5274_STAMPING: 1A-136-82
 DX5274_MARK LOGO: CA-059
 DX5274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5274+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX5274
 DX5274  HISTORY     - Date     Condition        Report By
 DX5274  HISTORY     - 1982     MONUMENTED       CA-059
 DX5274  HISTORY     - 19890530 GOOD             NGS
 DX5274  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX5274
 DX5274                          STATION DESCRIPTION
 DX5274
 DX5274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DX5274'IN ANAHEIM, AT THE INTERSECTION OF BROADWAY AND MANCHESTER AVENUE, IN
 DX5274'THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 20.1 M (65.9 FT) EAST
 DX5274'OF THE CENTERLINE OF THE AVENUE, 4.6 M (15.1 FT) SOUTH OF THE
 DX5274'CENTERLINE OF THE EASTBOUND LANES OF BROADWAY, AND 0.3 M (1.0 FT)
 DX5274'ABOVE THE LEVEL OF THE STREET.
 DX5274
 DX5274                          STATION RECOVERY (2006)
 DX5274
 DX5274'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX5274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5275 ***********************************************************************
 DX5275  DESIGNATION -  1 A 137
 DX5275  PID         -  DX5275
 DX5275  STATE/COUNTY-  CA/ORANGE
 DX5275  USGS QUAD   -  ANAHEIM (1981)
 DX5275
 DX5275                         *CURRENT SURVEY CONTROL
 DX5275  ___________________________________________________________________
 DX5275* NAD 83(1986)-  33 49 57.     (N)    117 56 02.     (W)     SCALED    
 DX5275* NAVD 88     -        41.631  (meters)     136.58   (feet)  ADJUSTED  
 DX5275  ___________________________________________________________________
 DX5275  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DX5275  DYNAMIC HT  -          41.586 (meters)     136.44  (feet)  COMP
 DX5275  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DX5275
 DX5275  VERT ORDER  -  FIRST     CLASS II
 DX5275
 DX5275.The horizontal coordinates were scaled from a topographic map and have
 DX5275.an estimated accuracy of +/- 6 seconds.
 DX5275
 DX5275.The orthometric height was determined by differential leveling
 DX5275.and adjusted in June 1991.
 DX5275
 DX5275.The geoid height was determined by GEOID03.
 DX5275
 DX5275.The dynamic height is computed by dividing the NAVD 88
 DX5275.geopotential number by the normal gravity value computed on the
 DX5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5275.degrees latitude (g = 980.6199 gals.).
 DX5275
 DX5275.The modeled gravity was interpolated from observed gravity values.
 DX5275
 DX5275;                    North         East    Units  Estimated Accuracy
 DX5275;SPC CA 6     -   686,010.    1,844,140.      MT  (+/- 180 meters Scaled)
 DX5275
 DX5275                          SUPERSEDED SURVEY CONTROL
 DX5275
 DX5275.No superseded survey control is available for this station.
 DX5275
 DX5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT135439(NAD 83)
 DX5275_MARKER: DD = SURVEY DISK
 DX5275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX5275_SP_SET: CATCH BASIN
 DX5275_STAMPING: 1A-137-82
 DX5275_MARK LOGO: CA-059
 DX5275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5275+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX5275
 DX5275  HISTORY     - Date     Condition        Report By
 DX5275  HISTORY     - 1982     MONUMENTED       CA-059
 DX5275  HISTORY     - 19890530 GOOD             NGS
 DX5275  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX5275
 DX5275                          STATION DESCRIPTION
 DX5275
 DX5275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DX5275'IN ANAHEIM, AT THE INTERSECTION OF LINCOLN AND MANCHESTER AVENUES, IN
 DX5275'THE WEST CORNER OF A CONCRETE CATCH BASIN, 25.0 M (82.0 FT) SOUTH OF
 DX5275'THE CENTER OF LINCOLN AVENUE, 3.6 M (11.8 FT) SOUTHWEST OF THE CENTER
 DX5275'OF MANCHESTER AVENUE, 3.6 M (11.8 FT) SOUTHEAST OF STREET LIGHT POLE
 DX5275'NUMBER 57143D, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF LINCOLN AVENUE.
 DX5275
 DX5275                          STATION RECOVERY (2006)
 DX5275
 DX5275'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX5275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4566 ***********************************************************************
 AA4566  DESIGNATION -  1 A 139 86
 AA4566  PID         -  AA4566
 AA4566  STATE/COUNTY-  CA/ORANGE
 AA4566  USGS QUAD   -  LOS ALAMITOS (1981)
 AA4566
 AA4566                         *CURRENT SURVEY CONTROL
 AA4566  ___________________________________________________________________
 AA4566* NAD 83(1986)-  33 50 18.     (N)    118 03 43.     (W)     SCALED    
 AA4566* NAVD 88     -        14.681  (meters)      48.17   (feet)  ADJUSTED  
 AA4566  ___________________________________________________________________
 AA4566  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AA4566  DYNAMIC HT  -          14.666 (meters)      48.12  (feet)  COMP
 AA4566  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 AA4566
 AA4566  VERT ORDER  -  FIRST     CLASS II
 AA4566
 AA4566.The horizontal coordinates were scaled from a topographic map and have
 AA4566.an estimated accuracy of +/- 6 seconds.
 AA4566
 AA4566.The orthometric height was determined by differential leveling
 AA4566.and adjusted in June 1995.
 AA4566
 AA4566.The geoid height was determined by GEOID03.
 AA4566
 AA4566.The dynamic height is computed by dividing the NAVD 88
 AA4566.geopotential number by the normal gravity value computed on the
 AA4566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4566.degrees latitude (g = 980.6199 gals.).
 AA4566
 AA4566.The modeled gravity was interpolated from observed gravity values.
 AA4566
 AA4566;                    North         East    Units  Estimated Accuracy
 AA4566;SPC CA 6     -   686,850.    1,832,300.      MT  (+/- 180 meters Scaled)
 AA4566
 AA4566                          SUPERSEDED SURVEY CONTROL
 AA4566
 AA4566.No superseded survey control is available for this station.
 AA4566
 AA4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT017447(NAD 83)
 AA4566_MARKER: DD = SURVEY DISK
 AA4566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA4566_SP_SET: BRIDGE ABUTMENT
 AA4566_STAMPING: 1A-139-86
 AA4566_MARK LOGO: CA-059
 AA4566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA4566+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 AA4566
 AA4566  HISTORY     - Date     Condition        Report By
 AA4566  HISTORY     - 1986     MONUMENTED       CA-059
 AA4566  HISTORY     - 20060406 GOOD             GEOCAC
 AA4566
 AA4566                          STATION DESCRIPTION
 AA4566
 AA4566'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1986
 AA4566'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1994. 0.2 MI (0.3 KM) EAST ALONG
 AA4566'CRESENT AVENUE FROM BLOOMFIELD AVENUE TO THE OVERCROSSING OF COYOTE
 AA4566'CREEK, 37 FT (11.3 M) SOUTH OF THE CENTERLINE OF CRESENT CAVENUE, 0.5
 AA4566'FT (15.2 CM) EAST OF THE WEST END OF THE BRIDGE, SET IN TOP OF THE
 AA4566'CONCRETE ABUTMENT.
 AA4566
 AA4566                          STATION RECOVERY (2006)
 AA4566
 AA4566'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 AA4566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2287 ***********************************************************************
 DX2287  DESIGNATION -  1 A 2
 DX2287  PID         -  DX2287
 DX2287  STATE/COUNTY-  CA/ORANGE
 DX2287  USGS QUAD   -  ANAHEIM (1981)
 DX2287
 DX2287                         *CURRENT SURVEY CONTROL
 DX2287  ___________________________________________________________________
 DX2287* NAD 83(1986)-  33 46 52.     (N)    117 52 48.     (W)     SCALED    
 DX2287* NAVD 88     -        41.15   (+/-2cm)     135.0    (feet)  VERTCON   
 DX2287  ___________________________________________________________________
 DX2287  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DX2287  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2287
 DX2287.The horizontal coordinates were scaled from a topographic map and have
 DX2287.an estimated accuracy of +/- 6 seconds.
 DX2287
 DX2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2287.The vertical order pertains to the NGVD 29 superseded value.
 DX2287
 DX2287.The geoid height was determined by GEOID03.
 DX2287
 DX2287;                    North         East    Units  Estimated Accuracy
 DX2287;SPC CA 6     -   680,230.    1,849,040.      MT  (+/- 180 meters Scaled)
 DX2287
 DX2287                          SUPERSEDED SURVEY CONTROL
 DX2287
 DX2287  NGVD 29 (??/??/??)   40.445  (m)          132.69   (f) ADJUSTED    1 1
 DX2287
 DX2287.Superseded values are not recommended for survey control.
 DX2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2287.See file dsdata.txt to determine how the superseded data were derived.
 DX2287
 DX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT185382(NAD 83)
 DX2287_MARKER: DB = BENCH MARK DISK
 DX2287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2287_SP_SET: CULVERT
 DX2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2287
 DX2287  HISTORY     - Date     Condition        Report By
 DX2287  HISTORY     - UNK      MONUMENTED       CADH
 DX2287  HISTORY     - 1968     GOOD             NGS
 DX2287
 DX2287                          STATION DESCRIPTION
 DX2287
 DX2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2287'2.6 MI NW FROM SANTA ANA.
 DX2287'2.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2287'RAILWAY STATION IN SANTA ANA TO THE BRISTOL STREET OVERCROSSING
 DX2287'OF THE RAILWAY, ABOUT 0.10 OF A MILE NORTHWEST ALONG THE RAILWAY
 DX2287'FROM THE OVERCROSSING, 5 FEET NORTHEAST OF THE NORTHEAST RAIL
 DX2287'OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 DX2287'NORTHEAST CONCRETE HEADWALL OF A CULVERT OVER A CONCRETE LINED
 DX2287'DITCH, 0.60 OF A FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2292 ***********************************************************************
 DX2292  DESIGNATION -  1 A 28
 DX2292  PID         -  DX2292
 DX2292  STATE/COUNTY-  CA/ORANGE
 DX2292  USGS QUAD   -  ANAHEIM (1981)
 DX2292
 DX2292                         *CURRENT SURVEY CONTROL
 DX2292  ___________________________________________________________________
 DX2292* NAD 83(1986)-  33 47 29.     (N)    117 53 23.     (W)     SCALED    
 DX2292* NAVD 88     -        42.79   (+/-2cm)     140.4    (feet)  VERTCON   
 DX2292  ___________________________________________________________________
 DX2292  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DX2292  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2292
 DX2292.The horizontal coordinates were scaled from a topographic map and have
 DX2292.an estimated accuracy of +/- 6 seconds.
 DX2292
 DX2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2292.The vertical order pertains to the NGVD 29 superseded value.
 DX2292
 DX2292.The geoid height was determined by GEOID03.
 DX2292
 DX2292;                    North         East    Units  Estimated Accuracy
 DX2292;SPC CA 6     -   681,380.    1,848,150.      MT  (+/- 180 meters Scaled)
 DX2292
 DX2292                          SUPERSEDED SURVEY CONTROL
 DX2292
 DX2292  NGVD 29 (??/??/??)   42.096  (m)          138.11   (f) ADJUSTED    1 1
 DX2292
 DX2292.Superseded values are not recommended for survey control.
 DX2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2292.See file dsdata.txt to determine how the superseded data were derived.
 DX2292
 DX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT176393(NAD 83)
 DX2292_MARKER: DD = SURVEY DISK
 DX2292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2292_SP_SET: CULVERT
 DX2292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2292
 DX2292  HISTORY     - Date     Condition        Report By
 DX2292  HISTORY     - UNK      MONUMENTED       CADH
 DX2292  HISTORY     - 1968     GOOD             NGS
 DX2292  HISTORY     - 1974     GOOD             CA-059
 DX2292
 DX2292                          STATION DESCRIPTION
 DX2292
 DX2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2292'AT ORANGE.
 DX2292'ABOUT 125 FEET NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY
 DX2292'FROM THE NORTHWEST END OF THE RAILWAY TUNNEL UNDER THE SANTA ANA
 DX2292'FREEWAY, 18.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF ANAHEIM
 DX2292'BOULEVARD, 5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 DX2292'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 DX2292'HEADWALL OVER A CONCRETE BOX CULVERT, ABOUT 0.60 OF A FOOT LOWER
 DX2292'THAN THE TRACK.
 DX2292
 DX2292                          STATION RECOVERY (1974)
 DX2292
 DX2292'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1027 ***********************************************************************
 DB1027  DESIGNATION -  1 A 3 DSI
 DB1027  PID         -  DB1027
 DB1027  STATE/COUNTY-  CA/IMPERIAL
 DB1027  USGS QUAD   -  HEBER (1976)
 DB1027
 DB1027                         *CURRENT SURVEY CONTROL
 DB1027  ___________________________________________________________________
 DB1027* NAD 83(1986)-  32 42 32.     (N)    115 31 32.     (W)     SCALED    
 DB1027* NAVD 88     -         0.518  (meters)       1.70   (feet)  READJUSTED
 DB1027  ___________________________________________________________________
 DB1027  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DB1027  DYNAMIC HT  -           0.520 (meters)       1.71  (feet)  COMP
 DB1027  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 DB1027
 DB1027  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1027
 DB1027.The horizontal coordinates were scaled from a topographic map and have
 DB1027.an estimated accuracy of +/- 6 seconds.
 DB1027
 DB1027.The orthometric height was determined by differential leveling
 DB1027.and adjusted in January 1995.
 DB1027.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1027.distribution rate of 0.0 thru 1.0 mm/km.
 DB1027.The height was derived from older observations constrained to new
 DB1027.heights in a crustal motion area.  The height is approximate in
 DB1027.relation to other heights in its vicinity.
 DB1027
 DB1027.The geoid height was determined by GEOID03.
 DB1027
 DB1027.The dynamic height is computed by dividing the NAVD 88
 DB1027.geopotential number by the normal gravity value computed on the
 DB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1027.degrees latitude (g = 980.6199 gals.).
 DB1027
 DB1027.The modeled gravity was interpolated from observed gravity values.
 DB1027
 DB1027;                    North         East    Units  Estimated Accuracy
 DB1027;SPC CA 6     -   560,370.    2,067,920.      MT  (+/- 180 meters Scaled)
 DB1027
 DB1027                          SUPERSEDED SURVEY CONTROL
 DB1027
 DB1027  NAVD 88 (02/01/93)    0.518  (m)            1.70   (f) UNKNOWN     1 1
 DB1027  NGVD 29 (??/??/92)   -0.227  (m)           -0.74   (f) ADJ UNCH    1 1
 DB1027
 DB1027.Superseded values are not recommended for survey control.
 DB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1027.See file dsdata.txt to determine how the superseded data were derived.
 DB1027
 DB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS381199(NAD 83)
 DB1027_MARKER: DD = SURVEY DISK
 DB1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1027_SP_SET: CONCRETE HEADWALL
 DB1027_STAMPING: RCE 8013 1972 1-A-3
 DB1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1027
 DB1027  HISTORY     - Date     Condition        Report By
 DB1027  HISTORY     - 1972     MONUMENTED       DSI
 DB1027  HISTORY     - 1977     GOOD             NGS
 DB1027
 DB1027                          STATION DESCRIPTION
 DB1027
 DB1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1027'1.6 MI SOUTH FROM HEBER.
 DB1027'0.05 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1027'THENCE 0.5 MILE SOUTH ALONG HEFFERNAN AVENUE, THENCE 0.1 MILE EAST
 DB1027'ALONG FAWCETT ROAD, THENCE 1.0 MILE SOUTH ALONG WARE ROAD, 23 FT WEST
 DB1027'OF THE CENTERLINE OF WARE ROAD, 39 FT SOUTH OF THE CENTERLINE OF
 DB1027'JASPER ROAD, SET IN TOP AND 22 INCHES SOUTH OF THE NORTHEAST CORNER OF
 DB1027'THE WEST HEADWALL OF A SIPHON UNDER WARE ROAD IN DOGWOOD CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0791 ***********************************************************************
 DY0791  DESIGNATION -  1 A 44 O CO
 DY0791  PID         -  DY0791
 DY0791  STATE/COUNTY-  CA/ORANGE
 DY0791  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0791
 DY0791                         *CURRENT SURVEY CONTROL
 DY0791  ___________________________________________________________________
 DY0791* NAD 83(1986)-  33 52 24.     (N)    118 00 40.     (W)     SCALED    
 DY0791* NAVD 88     -        19.57   (+/-2cm)      64.2    (feet)  VERTCON   
 DY0791  ___________________________________________________________________
 DY0791  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DY0791  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0791
 DY0791.The horizontal coordinates were scaled from a topographic map and have
 DY0791.an estimated accuracy of +/- 6 seconds.
 DY0791
 DY0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0791.The vertical order pertains to the NGVD 29 superseded value.
 DY0791
 DY0791.The geoid height was determined by GEOID03.
 DY0791
 DY0791;                    North         East    Units  Estimated Accuracy
 DY0791;SPC CA 6     -   690,660.    1,837,070.      MT  (+/- 180 meters Scaled)
 DY0791
 DY0791                          SUPERSEDED SURVEY CONTROL
 DY0791
 DY0791  NGVD 29 (??/??/92)   18.86   (m)           61.9    (f) COMPUTED    1 1
 DY0791
 DY0791.Superseded values are not recommended for survey control.
 DY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0791.See file dsdata.txt to determine how the superseded data were derived.
 DY0791
 DY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT064485(NAD 83)
 DY0791_MARKER: DD = SURVEY DISK
 DY0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0791_SP_SET: WELL
 DY0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0791
 DY0791  HISTORY     - Date     Condition        Report By
 DY0791  HISTORY     - UNK      MONUMENTED       CADH
 DY0791  HISTORY     - 1968     GOOD
 DY0791  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DY0791
 DY0791                          STATION DESCRIPTION
 DY0791
 DY0791'DESCRIBED 1968
 DY0791'AT BUENA PARK.
 DY0791'AT THE CENTER LINE INTERSECTION OF ARTESIA BOULEVARD AND KNOTT
 DY0791'AVENUE, THE FIRST INTERSECTION WEST OF THE SANTA ANA FREEWAY
 DY0791'ON THE BOULEVARD, A CENTER LINE SURVEY MONUMENT, SET IN CONCRETE
 DY0791'IN A CAPPED WELL ABOUT 10 INCHES BELOW THE ROAD.
 DY0791
 DY0791                          STATION RECOVERY (1974)
 DY0791
 DY0791'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2294 ***********************************************************************
 DX2294  DESIGNATION -  1 A 54
 DX2294  PID         -  DX2294
 DX2294  STATE/COUNTY-  CA/ORANGE
 DX2294  USGS QUAD   -  ANAHEIM (1981)
 DX2294
 DX2294                         *CURRENT SURVEY CONTROL
 DX2294  ___________________________________________________________________
 DX2294* NAD 83(1986)-  33 47 45.     (N)    117 53 43.     (W)     SCALED    
 DX2294* NAVD 88     -        43.84   (+/-2cm)     143.8    (feet)  VERTCON   
 DX2294  ___________________________________________________________________
 DX2294  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DX2294  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2294
 DX2294.The horizontal coordinates were scaled from a topographic map and have
 DX2294.an estimated accuracy of +/- 6 seconds.
 DX2294
 DX2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2294.The vertical order pertains to the NGVD 29 superseded value.
 DX2294
 DX2294.The geoid height was determined by GEOID03.
 DX2294
 DX2294;                    North         East    Units  Estimated Accuracy
 DX2294;SPC CA 6     -   681,890.    1,847,650.      MT  (+/- 180 meters Scaled)
 DX2294
 DX2294                          SUPERSEDED SURVEY CONTROL
 DX2294
 DX2294  NGVD 29 (??/??/??)   43.152  (m)          141.57   (f) ADJUSTED    1 1
 DX2294
 DX2294.Superseded values are not recommended for survey control.
 DX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2294.See file dsdata.txt to determine how the superseded data were derived.
 DX2294
 DX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT171398(NAD 83)
 DX2294_MARKER: DD = SURVEY DISK
 DX2294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2294_SP_SET: CULVERT
 DX2294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2294
 DX2294  HISTORY     - Date     Condition        Report By
 DX2294  HISTORY     - UNK      MONUMENTED       CADH
 DX2294  HISTORY     - 1968     GOOD             NGS
 DX2294  HISTORY     - 1974     GOOD             CA-059
 DX2294
 DX2294                          STATION DESCRIPTION
 DX2294
 DX2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2294'AT ANAHEIM.
 DX2294'1.6 MILES NORTHWEST ALONG THE SANTA ANA FREEWAY FROM ITS JUNCTION
 DX2294'WITH THE GARDEN GROVE FREEWAY TO THE INTERSECTION OF ANAHEIM
 DX2294'BOULEVARD AND ORANGEWOOD AVENUE, 325 FEET NORTHWEST ALONG THE
 DX2294'BOULEVARD FROM THE AVENUE, 20 FEET SOUTHWEST OF THE CENTER LINE
 DX2294'OF THE BOULEVARD, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DX2294'SOUTHERN PACIFIC RAILWAY TRACK, IN THE TOP OF THE NORTHWEST END
 DX2294'OF A CONCRETE HEADWALL FOR A DOUBLE 2 FOOT BY 6 FOOT CONCRETE
 DX2294'CULVERT UNDER THE RAILWAY TRACK.
 DX2294
 DX2294                          STATION RECOVERY (1974)
 DX2294
 DX2294'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2316 ***********************************************************************
 DX2316  DESIGNATION -  1 A 56
 DX2316  PID         -  DX2316
 DX2316  STATE/COUNTY-  CA/ORANGE
 DX2316  USGS QUAD   -  ANAHEIM (1981)
 DX2316
 DX2316                         *CURRENT SURVEY CONTROL
 DX2316  ___________________________________________________________________
 DX2316* NAD 83(1986)-  33 49 55.     (N)    117 56 10.     (W)     SCALED    
 DX2316* NAVD 88     -        42.18   (+/-2cm)     138.4    (feet)  VERTCON   
 DX2316  ___________________________________________________________________
 DX2316  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DX2316  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2316
 DX2316.The horizontal coordinates were scaled from a topographic map and have
 DX2316.an estimated accuracy of +/- 6 seconds.
 DX2316
 DX2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2316.The vertical order pertains to the NGVD 29 superseded value.
 DX2316
 DX2316.The geoid height was determined by GEOID03.
 DX2316
 DX2316;                    North         East    Units  Estimated Accuracy
 DX2316;SPC CA 6     -   685,950.    1,843,930.      MT  (+/- 180 meters Scaled)
 DX2316
 DX2316                          SUPERSEDED SURVEY CONTROL
 DX2316
 DX2316  NGVD 29 (??/??/??)   41.503  (m)          136.16   (f) ADJUSTED    1 1
 DX2316
 DX2316.Superseded values are not recommended for survey control.
 DX2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2316.See file dsdata.txt to determine how the superseded data were derived.
 DX2316
 DX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT133439(NAD 83)
 DX2316_MARKER: DD = SURVEY DISK
 DX2316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2316_SP_SET: CONCRETE MEDIAN
 DX2316_STAMPING: 1A-56-60
 DX2316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2316
 DX2316  HISTORY     - Date     Condition        Report By
 DX2316  HISTORY     - UNK      MONUMENTED       CADH
 DX2316  HISTORY     - 1968     GOOD             NGS
 DX2316  HISTORY     - 1974     GOOD             CA-059
 DX2316
 DX2316                          STATION DESCRIPTION
 DX2316
 DX2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2316'1.7 MI W FROM ANAHEIM.
 DX2316'1.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2316'RAILWAY STATION AT ANAHEIM TO ITS CROSSING OF LINCOLN AVENUE,
 DX2316'76.5 FEET EAST ALONG THE CENTER LINE OF THE TRAFFIC MEDIAN
 DX2316'TO LINCOLN AVENUE, 21.5 FEET SOUTH OF THE CENTER OF THE EAST
 DX2316'BOUND TRAFFIC LANES, SET IN CONCRETE IN THE CENTER OF THE
 DX2316'MEDIAN, 0.50 OF A FOOT HIGHER THAN THE GUTTER.
 DX2316
 DX2316                          STATION RECOVERY (1974)
 DX2316
 DX2316'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1040 ***********************************************************************
 DB1040  DESIGNATION -  1 A 6 DSI
 DB1040  PID         -  DB1040
 DB1040  STATE/COUNTY-  CA/IMPERIAL
 DB1040  USGS QUAD   -  HEBER (1976)
 DB1040
 DB1040                         *CURRENT SURVEY CONTROL
 DB1040  ___________________________________________________________________
 DB1040* NAD 83(1986)-  32 42 58.     (N)    115 32 33.     (W)     SCALED    
 DB1040* NAVD 88     -        -1.069  (meters)      -3.51   (feet)  READJUSTED
 DB1040  ___________________________________________________________________
 DB1040  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1040  DYNAMIC HT  -          -1.070 (meters)      -3.51  (feet)  COMP
 DB1040  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1040
 DB1040  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1040
 DB1040.The horizontal coordinates were scaled from a topographic map and have
 DB1040.an estimated accuracy of +/- 6 seconds.
 DB1040
 DB1040.The orthometric height was determined by differential leveling
 DB1040.and adjusted in January 1995.
 DB1040.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1040.distribution rate of 4.1 thru 8.0 mm/km.
 DB1040.The height was derived from older observations constrained to new
 DB1040.heights in a crustal motion area.  The height is approximate in
 DB1040.relation to other heights in its vicinity.
 DB1040
 DB1040.The geoid height was determined by GEOID03.
 DB1040
 DB1040.The dynamic height is computed by dividing the NAVD 88
 DB1040.geopotential number by the normal gravity value computed on the
 DB1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1040.degrees latitude (g = 980.6199 gals.).
 DB1040
 DB1040.The modeled gravity was interpolated from observed gravity values.
 DB1040
 DB1040;                    North         East    Units  Estimated Accuracy
 DB1040;SPC CA 6     -   561,160.    2,066,330.      MT  (+/- 180 meters Scaled)
 DB1040
 DB1040                          SUPERSEDED SURVEY CONTROL
 DB1040
 DB1040.No superseded survey control is available for this station.
 DB1040
 DB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS365207(NAD 83)
 DB1040_MARKER: DD = SURVEY DISK
 DB1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1040_SP_SET: CONCRETE WINGWALL
 DB1040_STAMPING: RCE 8013 1972 1-A-6
 DB1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1040
 DB1040  HISTORY     - Date     Condition        Report By
 DB1040  HISTORY     - 1972     MONUMENTED       DSI
 DB1040  HISTORY     - 1977     GOOD             NGS
 DB1040
 DB1040                          STATION DESCRIPTION
 DB1040
 DB1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1040'1.8 MI SW FROM HEBER.
 DB1040'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1040'THENCE 1.0 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1040'DELIVERY GATE 7, 19 FT EAST OF THE CENTERLINE OF THE DIRT ROAD
 DB1040'CROSSING DELIVERY 7, 88 FT NORTH OF THE CENTERLINE OF THE SOUTHERN
 DB1040'MOST DIRT ROAD LEADING WEST, 22.3 FT NORTH OF THE CENTER OF DELIVERY
 DB1040'GATE 7, SET IN TOP AND 26 INCHES NORTHEAST OF THE SOUTHWEST CORNER
 DB1040'OF THE SOUTHWEST WINGWALL OF A CHECK IN DOGWOOD LATERAL 2 FOR
 DB1040'DELIVERY GATE 7.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0811 ***********************************************************************
 DY0811  DESIGNATION -  1 A 73 O CO
 DY0811  PID         -  DY0811
 DY0811  STATE/COUNTY-  CA/ORANGE
 DY0811  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0811
 DY0811                         *CURRENT SURVEY CONTROL
 DY0811  ___________________________________________________________________
 DY0811* NAD 83(1986)-  33 48 10.     (N)    118 04 18.     (W)     SCALED    
 DY0811* NAVD 88     -         7.20   (+/-2cm)      23.6    (feet)  VERTCON   
 DY0811  ___________________________________________________________________
 DY0811  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0811  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0811
 DY0811.The horizontal coordinates were scaled from a topographic map and have
 DY0811.an estimated accuracy of +/- 6 seconds.
 DY0811
 DY0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0811.The vertical order pertains to the NGVD 29 superseded value.
 DY0811
 DY0811.The geoid height was determined by GEOID03.
 DY0811
 DY0811;                    North         East    Units  Estimated Accuracy
 DY0811;SPC CA 6     -   682,930.    1,831,330.      MT  (+/- 180 meters Scaled)
 DY0811
 DY0811                          SUPERSEDED SURVEY CONTROL
 DY0811
 DY0811  NGVD 29 (??/??/92)    6.47   (m)           21.2    (f) COMPUTED    1 1
 DY0811
 DY0811.Superseded values are not recommended for survey control.
 DY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0811.See file dsdata.txt to determine how the superseded data were derived.
 DY0811
 DY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT008408(NAD 83)
 DY0811_MARKER: DD = SURVEY DISK
 DY0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0811_SP_SET: WELL
 DY0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0811
 DY0811  HISTORY     - Date     Condition        Report By
 DY0811  HISTORY     - UNK      MONUMENTED       CA-059
 DY0811  HISTORY     - 1968     GOOD             CA-059
 DY0811  HISTORY     - 1974     GOOD             CA-059
 DY0811
 DY0811                          STATION DESCRIPTION
 DY0811
 DY0811'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0811'IN LOS ALAMITOS.
 DY0811'A STANDARD ORANGE COUNTY SURVEYORS MONUMENT (A DURAL BAR SET IN
 DY0811'CONCRETE IN A CAPPED WELL), AT THE INTERSECTION OF LOS ALAMITOS
 DY0811'BOULEVARD AND KATELLA AVENUE.
 DY0811
 DY0811                          STATION RECOVERY (1974)
 DY0811
 DY0811'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0787 ***********************************************************************
 DY0787  DESIGNATION -  1 A 89 O CO
 DY0787  PID         -  DY0787
 DY0787  STATE/COUNTY-  CA/LOS ANGELES
 DY0787  USGS QUAD   -  WHITTIER (1981)
 DY0787
 DY0787                         *CURRENT SURVEY CONTROL
 DY0787  ___________________________________________________________________
 DY0787* NAD 83(1986)-  33 53 10.     (N)    118 00 31.     (W)     SCALED    
 DY0787* NAVD 88     -        33.38   (+/-2cm)     109.5    (feet)  VERTCON   
 DY0787  ___________________________________________________________________
 DY0787  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 DY0787  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0787
 DY0787.The horizontal coordinates were scaled from a topographic map and have
 DY0787.an estimated accuracy of +/- 6 seconds.
 DY0787
 DY0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0787.The vertical order pertains to the NGVD 29 superseded value.
 DY0787
 DY0787.The geoid height was determined by GEOID03.
 DY0787
 DY0787;                    North         East    Units  Estimated Accuracy
 DY0787;SPC CA 5     -   542,830.    1,999,200.      MT  (+/- 180 meters Scaled)
 DY0787
 DY0787                          SUPERSEDED SURVEY CONTROL
 DY0787
 DY0787  NGVD 29 (??/??/92)   32.66   (m)          107.2    (f) COMPUTED    1 1
 DY0787
 DY0787.Superseded values are not recommended for survey control.
 DY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0787.See file dsdata.txt to determine how the superseded data were derived.
 DY0787
 DY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT067499(NAD 83)
 DY0787_MARKER: DD = SURVEY DISK
 DY0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0787_SP_SET: CULVERT
 DY0787_STAMPING: 1A-89-68
 DY0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0787
 DY0787  HISTORY     - Date     Condition        Report By
 DY0787  HISTORY     - 1968     MONUMENTED       CA-059
 DY0787  HISTORY     - 1974     GOOD             CA-059
 DY0787
 DY0787                          STATION DESCRIPTION
 DY0787
 DY0787'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0787'IN LA MIRADA.
 DY0787'0.75 MILE ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DY0787'ITS OVERCROSSING OF BEACH BOULEVARD IN BUENA PARK TO ITS
 DY0787'INTERSECTION WITH THE PROLONGATION OF THE CENTER LINE OF DALMATION
 DY0787'AVENUE, 116 FEET NORTHWEST ALONG THE TRACK FROM THE INTERSECTION,
 DY0787'26 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND MAIN
 DY0787'TRACK, 42 FEET SOUTHWEST OF THE CENTER LINE OF STAGE ROAD, IN
 DY0787'THE TOP OF AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF A
 DY0787'CONCRETE HEADWALL FOR A DOUBLE 48 INCH CONCRETE CULVERT UNDER
 DY0787'THE RAILWAY, ABOUT 3 FEET BELOW THE TRACK.
 DY0787
 DY0787                          STATION RECOVERY (1974)
 DY0787
 DY0787'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1043 ***********************************************************************
 DB1043  DESIGNATION -  1 A 9 DSI
 DB1043  PID         -  DB1043
 DB1043  STATE/COUNTY-  CA/IMPERIAL
 DB1043  USGS QUAD   -  HEBER (1976)
 DB1043
 DB1043                         *CURRENT SURVEY CONTROL
 DB1043  ___________________________________________________________________
 DB1043* NAD 83(1986)-  32 42 58.     (N)    115 33 05.     (W)     SCALED    
 DB1043* NAVD 88     -        -1.686  (meters)      -5.53   (feet)  READJUSTED
 DB1043  ___________________________________________________________________
 DB1043  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DB1043  DYNAMIC HT  -          -1.680 (meters)      -5.51  (feet)  COMP
 DB1043  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 DB1043
 DB1043  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1043
 DB1043.The horizontal coordinates were scaled from a topographic map and have
 DB1043.an estimated accuracy of +/- 6 seconds.
 DB1043
 DB1043.The orthometric height was determined by differential leveling
 DB1043.and adjusted in January 1995.
 DB1043.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1043.distribution rate of 4.1 thru 8.0 mm/km.
 DB1043.The height was derived from older observations constrained to new
 DB1043.heights in a crustal motion area.  The height is approximate in
 DB1043.relation to other heights in its vicinity.
 DB1043
 DB1043.The geoid height was determined by GEOID03.
 DB1043
 DB1043.The dynamic height is computed by dividing the NAVD 88
 DB1043.geopotential number by the normal gravity value computed on the
 DB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1043.degrees latitude (g = 980.6199 gals.).
 DB1043
 DB1043.The modeled gravity was interpolated from observed gravity values.
 DB1043
 DB1043;                    North         East    Units  Estimated Accuracy
 DB1043;SPC CA 6     -   561,160.    2,065,500.      MT  (+/- 180 meters Scaled)
 DB1043
 DB1043                          SUPERSEDED SURVEY CONTROL
 DB1043
 DB1043.No superseded survey control is available for this station.
 DB1043
 DB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS357207(NAD 83)
 DB1043_MARKER: DD = SURVEY DISK
 DB1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1043_SP_SET: CONCRETE HEADWALL
 DB1043_STAMPING: RCE 8013 1972 1-A-9
 DB1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1043
 DB1043  HISTORY     - Date     Condition        Report By
 DB1043  HISTORY     - 1972     MONUMENTED       DSI
 DB1043  HISTORY     - 1977     GOOD             NGS
 DB1043
 DB1043                          STATION DESCRIPTION
 DB1043
 DB1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1043'2.3 MI SW FROM HEBER.
 DB1043'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1043'THENCE 1.0 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1043'DELIVERY GATE 7, THENCE 0.5 MILE WEST ALONG A DIRT ROAD TO DELIVERY
 DB1043'GATES 5 AND 6, 16 FT NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST
 DB1043'29 FT WEST OF THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING SOUTH,
 DB1043'22 FT SOUTHWEST OF THE CENTER OF DELIVERY GATE 6, SET IN TOP AND
 DB1043'CENTER OF THE EAST HEADWALL OF A SIPHON UNDER A FIELD ROAD OVER
 DB1043'DELIVERY 5 IN DOGWOOD LATERAL 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0790 ***********************************************************************
 DY0790  DESIGNATION -  1 A 90 O CO
 DY0790  PID         -  DY0790
 DY0790  STATE/COUNTY-  CA/ORANGE
 DY0790  USGS QUAD   -  WHITTIER (1981)
 DY0790
 DY0790                         *CURRENT SURVEY CONTROL
 DY0790  ___________________________________________________________________
 DY0790* NAD 83(1986)-  33 52 41.     (N)    118 00 40.     (W)     SCALED    
 DY0790* NAVD 88     -        21.881  (meters)      71.79   (feet)  READJUSTED
 DY0790  ___________________________________________________________________
 DY0790  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DY0790  DYNAMIC HT  -          21.860 (meters)      71.72  (feet)  COMP
 DY0790  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DY0790
 DY0790  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0790
 DY0790.The horizontal coordinates were scaled from a topographic map and have
 DY0790.an estimated accuracy of +/- 6 seconds.
 DY0790
 DY0790.The orthometric height was determined by differential leveling
 DY0790.and adjusted in February 1993.
 DY0790.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0790.distribution rate of 0.0 thru 1.0 mm/km.
 DY0790.The height was derived from older observations constrained to new
 DY0790.heights in a crustal motion area.  The height is approximate in
 DY0790.relation to other heights in its vicinity.
 DY0790
 DY0790.The geoid height was determined by GEOID03.
 DY0790
 DY0790.The dynamic height is computed by dividing the NAVD 88
 DY0790.geopotential number by the normal gravity value computed on the
 DY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0790.degrees latitude (g = 980.6199 gals.).
 DY0790
 DY0790.The modeled gravity was interpolated from observed gravity values.
 DY0790
 DY0790;                    North         East    Units  Estimated Accuracy
 DY0790;SPC CA 6     -   691,180.    1,837,080.      MT  (+/- 180 meters Scaled)
 DY0790
 DY0790                          SUPERSEDED SURVEY CONTROL
 DY0790
 DY0790  NGVD 29 (??/??/92)   21.153  (m)           69.40   (f) ADJ UNCH    1 1
 DY0790
 DY0790.Superseded values are not recommended for survey control.
 DY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0790.See file dsdata.txt to determine how the superseded data were derived.
 DY0790
 DY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT064490(NAD 83)
 DY0790_MARKER: DD = SURVEY DISK
 DY0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0790_SP_SET: BRIDGE
 DY0790_STAMPING: 1A-90-68
 DY0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0790
 DY0790  HISTORY     - Date     Condition        Report By
 DY0790  HISTORY     - 1968     MONUMENTED       CA-059
 DY0790  HISTORY     - 1974     GOOD             CA-059
 DY0790  HISTORY     - 1978     GOOD             NGS
 DY0790  HISTORY     - 20060314 MARK NOT FOUND   CA-059
 DY0790
 DY0790                          STATION DESCRIPTION
 DY0790
 DY0790'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0790'AT BUENA PARK.
 DY0790'0.15 MILE NORTH ALONG KNOTT AVENUE FROM ITS INTERSECTION WITH
 DY0790'FIRESTONE BOULEVARD (THE BOULEVARD IS THE FIRST STREET NORTH
 DY0790'OF THE SANTA ANA FREEWAY ON KNOTT AVENUE), TO A CONCRETE BRIDGE
 DY0790'NUMBER B1657 OVER A FLOOD CONTROL CHANNEL, 13.5 FEET EAST FROM
 DY0790'THE CENTER LINE OF THE AVENUE, 1.2 FEET SOUTH FROM THE NORTH
 DY0790'END OF THE BRIDGE DECK, 0.50 FOOT WEST FROM THE EAST EDGE OF
 DY0790'THE BRIDGE, 1.4 FEET NORTHWEST OF A STEEL FENCE POST, SET IN
 DY0790'THE TOP OF A CONCRETE BRIDGE ABUTMENT, LEVEL WITH THE DECK OF
 DY0790'THE BRIDGE.
 DY0790
 DY0790                          STATION RECOVERY (1974)
 DY0790
 DY0790'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0790'RECOVERED IN GOOD CONDITION.
 DY0790
 DY0790                          STATION RECOVERY (1978)
 DY0790
 DY0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0790'RECOVERED IN GOOD CONDITION.
 DY0790
 DY0790                          STATION RECOVERY (2006)
 DY0790
 DY0790'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0090 ***********************************************************************
 DY0090  DESIGNATION -  1 A 91
 DY0090  PID         -  DY0090
 DY0090  STATE/COUNTY-  CA/LOS ANGELES
 DY0090  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0090
 DY0090                         *CURRENT SURVEY CONTROL
 DY0090  ___________________________________________________________________
 DY0090* NAD 83(1986)-  33 52 24.     (N)    118 01 10.     (W)     SCALED    
 DY0090* NAVD 88     -        19.946  (meters)      65.44   (feet)  ADJUSTED  
 DY0090  ___________________________________________________________________
 DY0090  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DY0090  DYNAMIC HT  -          19.925 (meters)      65.37  (feet)  COMP
 DY0090  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DY0090  OBS GRAVITY -     979,567.9   (mgal)                       GRAV_OBS
 DY0090
 DY0090  VERT ORDER  -  FIRST     CLASS I
 DY0090
 DY0090.The horizontal coordinates were scaled from a topographic map and have
 DY0090.an estimated accuracy of +/- 6 seconds.
 DY0090
 DY0090.The orthometric height was determined by differential leveling
 DY0090.and adjusted in June 1995.
 DY0090
 DY0090.The geoid height was determined by GEOID03.
 DY0090
 DY0090.The dynamic height is computed by dividing the NAVD 88
 DY0090.geopotential number by the normal gravity value computed on the
 DY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0090.degrees latitude (g = 980.6199 gals.).
 DY0090
 DY0090.The modeled gravity was interpolated from observed gravity values.
 DY0090.The observed gravity was obtained from relative gravimeter ties
 DY0090.to the IGSN71 gravity network.
 DY0090
 DY0090;                    North         East    Units  Estimated Accuracy
 DY0090;SPC CA 5     -   541,410.    1,998,200.      MT  (+/- 180 meters Scaled)
 DY0090
 DY0090                          SUPERSEDED SURVEY CONTROL
 DY0090
 DY0090  NAVD 88 (06/15/91)   19.944  (m)           65.43   (f) UNKNOWN     1 1
 DY0090  NGVD 29 (??/??/92)   19.217  (m)           63.05   (f) ADJ UNCH    1 1
 DY0090
 DY0090.Superseded values are not recommended for survey control.
 DY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0090.See file dsdata.txt to determine how the superseded data were derived.
 DY0090
 DY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT057485(NAD 83)
 DY0090_MARKER: DD = SURVEY DISK
 DY0090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0090_SP_SET: BRIDGE SIDEWALK
 DY0090_STAMPING: 1A-91-68
 DY0090_MARK LOGO: CA-059
 DY0090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0090+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 DY0090
 DY0090  HISTORY     - Date     Condition        Report By
 DY0090  HISTORY     - 1968     MONUMENTED       CA-059
 DY0090  HISTORY     - 1974     GOOD             CA-059
 DY0090  HISTORY     - 1978     GOOD             NGS
 DY0090  HISTORY     - 19890601 GOOD             NGS
 DY0090  HISTORY     - 19940816 GOOD             CA-059
 DY0090  HISTORY     - 20040128 GOOD             GEOCAC
 DY0090
 DY0090                          STATION DESCRIPTION
 DY0090
 DY0090'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0090'IN BUENA PARK.
 DY0090'0.45 MILE WEST ALONG ARTESIA BOULEVARD FROM THE SANTA ANA
 DY0090'FREEWAY OVERCROSSING TO BRIDGE 53-298-1967 OVER A FLOOD CONTROL
 DY0090'CHANNEL, 390 FEET WEST ALONG ARTESIA BOULEVARD FROM A SPUR TRACK
 DY0090'CROSSING, 46 FEET SOUTH OF THE CENTER LINE OF ARTESIA BOULEVARD,
 DY0090'AT THE SOUTHEAST CORNER OF THE BRIDGE, 0.6 FOOT NORTH OF THE
 DY0090'SOUTH GUARD RAIL, IN THE TOP OF AND 1.0 FOOT WEST OF THE EAST
 DY0090'END OF THE CONCRETE SIDEWALK OF THE BRIDGE, ABOUT 0.8 FOOT ABOVE
 DY0090'THE LEVEL OF THE ROAD.
 DY0090
 DY0090                          STATION RECOVERY (1974)
 DY0090
 DY0090'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0090'RECOVERED IN GOOD CONDITION.
 DY0090
 DY0090                          STATION RECOVERY (1978)
 DY0090
 DY0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0090'RECOVERED IN GOOD CONDITION.
 DY0090
 DY0090                          STATION RECOVERY (1989)
 DY0090
 DY0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0090'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 DY0090'CHANGE--LEVEL OF THE ROAD, TO ABOVE THE LEVEL OF THE BOULEVARD.
 DY0090
 DY0090                          STATION RECOVERY (1994)
 DY0090
 DY0090'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0090'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0090'BY NATIONAL GEODETIC SURVEY 1989.
 DY0090
 DY0090                          STATION RECOVERY (2004)
 DY0090
 DY0090'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DY0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0088 ***********************************************************************
 DY0088  DESIGNATION -  1 A 92
 DY0088  PID         -  DY0088
 DY0088  STATE/COUNTY-  CA/ORANGE
 DY0088  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0088
 DY0088                         *CURRENT SURVEY CONTROL
 DY0088  ___________________________________________________________________
 DY0088* NAD 83(2007)-  33 52 16.64804(N)    118 01 44.05846(W)     ADJUSTED  
 DY0088* NAVD 88     -        18.444  (meters)      60.51   (feet)  ADJUSTED  
 DY0088  ___________________________________________________________________
 DY0088  EPOCH DATE  -        2007.00
 DY0088  X           -  -2,491,130.383 (meters)                     COMP
 DY0088  Y           -  -4,679,438.206 (meters)                     COMP
 DY0088  Z           -   3,534,592.329 (meters)                     COMP
 DY0088  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 DY0088  ELLIP HEIGHT-         -17.018 (meters)          (02/10/07) ADJUSTED
 DY0088  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DY0088  DYNAMIC HT  -          18.425 (meters)      60.45  (feet)  COMP
 DY0088
 DY0088  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY0088  Type    PID    Designation                      North   East  Ellip
 DY0088  -------------------------------------------------------------------
 DY0088  NETWORK DY0088 1 A 92                            0.86   1.33   6.35
 DY0088  -------------------------------------------------------------------
 DY0088  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DY0088
 DY0088  VERT ORDER  -  FIRST     CLASS I
 DY0088
 DY0088.The horizontal coordinates were established by GPS observations
 DY0088.and adjusted by the National Geodetic Survey in February 2007.
 DY0088
 DY0088.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY0088.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY0088.The horizontal coordinates are valid at the epoch date displayed above.
 DY0088.The epoch date for horizontal control is a decimal equivalence
 DY0088.of Year/Month/Day.
 DY0088
 DY0088.The orthometric height was determined by differential leveling
 DY0088.and adjusted in June 1995.
 DY0088
 DY0088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY0088
 DY0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY0088
 DY0088.The ellipsoidal height was determined by GPS observations
 DY0088.and is referenced to NAD 83.
 DY0088
 DY0088.The geoid height was determined by GEOID03.
 DY0088
 DY0088.The dynamic height is computed by dividing the NAVD 88
 DY0088.geopotential number by the normal gravity value computed on the
 DY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0088.degrees latitude (g = 980.6199 gals.).
 DY0088
 DY0088.The modeled gravity was interpolated from observed gravity values.
 DY0088
 DY0088;                    North         East     Units Scale Factor Converg.
 DY0088;SPC CA 6     -   690,456.199 1,835,417.091   MT  0.99999801   -0 58 39.1
 DY0088;SPC CA 6     - 2,265,271.71  6,021,697.57   sFT  0.99999801   -0 58 39.1
 DY0088;UTM  11      - 3,748,361.383   404,837.821   MT  0.99971164   -0 34 24.5
 DY0088
 DY0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY0088!SPC CA 6     -   1.00000267  x   0.99999801  =   1.00000068
 DY0088!UTM  11      -   1.00000267  x   0.99971164  =   0.99971431
 DY0088
 DY0088                          SUPERSEDED SURVEY CONTROL
 DY0088
 DY0088  NAD 83(1994)-  33 52 16.63685(N)    118 01 44.04692(W) AD(1995.00) 1
 DY0088  ELLIP H (11/30/95)  -17.049  (m)                       GP(1995.00) 4 2
 DY0088  NAVD 88 (06/15/91)   18.441  (m)           60.50   (f) UNKNOWN     1 1
 DY0088  NGVD 29 (??/??/92)   17.715  (m)           58.12   (f) ADJ UNCH    1 1
 DY0088
 DY0088.Superseded values are not recommended for survey control.
 DY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0088.See file dsdata.txt to determine how the superseded data were derived.
 DY0088
 DY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0483848361(NAD 83)
 DY0088_MARKER: DD = SURVEY DISK
 DY0088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0088_SP_SET: BRIDGE SIDEWALK
 DY0088_STAMPING: 1A-92-68
 DY0088_MARK LOGO: CA-059
 DY0088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0088+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 DY0088
 DY0088  HISTORY     - Date     Condition        Report By
 DY0088  HISTORY     - 1968     MONUMENTED       CA-059
 DY0088  HISTORY     - 1974     GOOD             CA-059
 DY0088  HISTORY     - 1978     GOOD             NGS
 DY0088  HISTORY     - 19890523 GOOD             NGS
 DY0088  HISTORY     - 19940816 GOOD             CA-059
 DY0088  HISTORY     - 20010517 GOOD             INDIV
 DY0088  HISTORY     - 20040128 GOOD             GEOCAC
 DY0088
 DY0088                          STATION DESCRIPTION
 DY0088
 DY0088'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0088'IN BUENA PARK.
 DY0088'0.15 MILE SOUTH ALONG VALLEY VIEW STREET FROM ITS INTERSECTION
 DY0088'WITH ARTESIA BOULEVARD TO BRIDGE B1658 OVER COYOTE CREEK, 45 FEET
 DY0088'WEST OF THE CENTER LINE OF VALLEY VIEW STREET, 1.0 FOOT SOUTH
 DY0088'OF THE NORTH END OF THE BRIDGE, 6.5 FEET EAST OF THE WEST SIDE
 DY0088'OF THE BRIDGE, 1.5 FEET WEST OF THE EAST EDGE OF THE WEST WHEEL
 DY0088'RAIL, 0.5 FOOT EAST OF THE EAST EDGE OF THE GUARD WALL, IN THE
 DY0088'TOP OF THE CONCRETE SIDEWALK OF THE BRIDGE, ABOUT 0.8 FOOT
 DY0088'ABOVE THE ROAD.
 DY0088
 DY0088                          STATION RECOVERY (1974)
 DY0088
 DY0088'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0088'RECOVERED IN GOOD CONDITION.
 DY0088
 DY0088                          STATION RECOVERY (1978)
 DY0088
 DY0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0088'AT BUENA PARK, AT THE NORTHWEST CORNER OF BRIDGE OVER COYOTE CREEK
 DY0088'AND VALLEY VIEW AVENUE.
 DY0088
 DY0088                          STATION RECOVERY (1989)
 DY0088
 DY0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0088'RECOVERED IN GOOD CONDITION.
 DY0088
 DY0088                          STATION RECOVERY (1994)
 DY0088
 DY0088'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0088'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0088'BY NATIONAL GEODETIC SURVEY 1978.
 DY0088
 DY0088                          STATION RECOVERY (2001)
 DY0088
 DY0088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DGB)
 DY0088'RECOVERED IN GOOD CONDITION.
 DY0088
 DY0088                          STATION RECOVERY (2004)
 DY0088
 DY0088'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DY0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0083 ***********************************************************************
 DY0083  DESIGNATION -  1 A 93
 DY0083  PID         -  DY0083
 DY0083  STATE/COUNTY-  CA/ORANGE
 DY0083  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0083
 DY0083                         *CURRENT SURVEY CONTROL
 DY0083  ___________________________________________________________________
 DY0083* NAD 83(1986)-  33 51 51.     (N)    118 01 45.     (W)     SCALED    
 DY0083* NAVD 88     -        17.368  (meters)      56.98   (feet)  ADJUSTED  
 DY0083  ___________________________________________________________________
 DY0083  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 DY0083  DYNAMIC HT  -          17.349 (meters)      56.92  (feet)  COMP
 DY0083  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DY0083
 DY0083  VERT ORDER  -  FIRST     CLASS I
 DY0083
 DY0083.The horizontal coordinates were scaled from a topographic map and have
 DY0083.an estimated accuracy of +/- 6 seconds.
 DY0083
 DY0083.The orthometric height was determined by differential leveling
 DY0083.and adjusted in June 1995.
 DY0083
 DY0083.The geoid height was determined by GEOID03.
 DY0083
 DY0083.The dynamic height is computed by dividing the NAVD 88
 DY0083.geopotential number by the normal gravity value computed on the
 DY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0083.degrees latitude (g = 980.6199 gals.).
 DY0083
 DY0083.The modeled gravity was interpolated from observed gravity values.
 DY0083
 DY0083;                    North         East    Units  Estimated Accuracy
 DY0083;SPC CA 6     -   689,670.    1,835,380.      MT  (+/- 180 meters Scaled)
 DY0083
 DY0083                          SUPERSEDED SURVEY CONTROL
 DY0083
 DY0083  NAVD 88 (02/01/93)   17.363  (m)           56.97   (f) UNKNOWN     1 1
 DY0083  NGVD 29 (??/??/92)   16.640  (m)           54.59   (f) ADJ UNCH    1 1
 DY0083
 DY0083.Superseded values are not recommended for survey control.
 DY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0083.See file dsdata.txt to determine how the superseded data were derived.
 DY0083
 DY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048475(NAD 83)
 DY0083_MARKER: DD = SURVEY DISK
 DY0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0083_SP_SET: OVERCROSSING
 DY0083_STAMPING: 1A-93-68
 DY0083_MARK LOGO: CA-059
 DY0083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0083
 DY0083  HISTORY     - Date     Condition        Report By
 DY0083  HISTORY     - 1968     MONUMENTED       CA-059
 DY0083  HISTORY     - 1974     GOOD             CA-059
 DY0083  HISTORY     - 1978     GOOD             NGS
 DY0083  HISTORY     - 19940816 GOOD             CA-059
 DY0083
 DY0083                          STATION DESCRIPTION
 DY0083
 DY0083'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0083'IN BUENA PARK.
 DY0083'0.65 MILE SOUTH ALONG VALLEY VIEW STREET FROM ITS INTERSECTION
 DY0083'WITH ARTESIA BOULEVARD TO THE CONCRETE OVERCROSSING OF A FLOOD
 DY0083'CONTROL CHANNEL, 93 FEET NORTH OF THE CENTER LINE OF TWO RAILWAY
 DY0083'TRACKS RUNNING EAST, 50 FEET EAST OF THE CENTER LINE OF VALLEY
 DY0083'VIEW STREET, 45 FEET SOUTH OF A FIRE PLUG, 83 FEET NORTH OF A
 DY0083'FIRE PLUG, 0.6 FOOT SOUTH OF THE NORTH END OF THE CONCRETE WHEEL
 DY0083'RAIL ON THE EAST SIDE OF THE OVERCROSSING, ABOUT 2.0 FEET ABOVE
 DY0083'THE ROAD.
 DY0083
 DY0083                          STATION RECOVERY (1974)
 DY0083
 DY0083'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0083'RECOVERED IN GOOD CONDITION.
 DY0083
 DY0083                          STATION RECOVERY (1978)
 DY0083
 DY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0083'RECOVERED IN GOOD CONDITION.
 DY0083
 DY0083                          STATION RECOVERY (1994)
 DY0083
 DY0083'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0083'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0083'BY ORANGE COUNTY CALIFORNIA 1968.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0080 ***********************************************************************
 DY0080  DESIGNATION -  1 A 94 O CO
 DY0080  PID         -  DY0080
 DY0080  STATE/COUNTY-  CA/ORANGE
 DY0080  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0080
 DY0080                         *CURRENT SURVEY CONTROL
 DY0080  ___________________________________________________________________
 DY0080* NAD 83(1986)-  33 51 30.     (N)    118 01 43.     (W)     SCALED    
 DY0080* NAVD 88     -        16.69   (+/-2cm)      54.8    (feet)  VERTCON   
 DY0080  ___________________________________________________________________
 DY0080  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DY0080  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0080
 DY0080.The horizontal coordinates were scaled from a topographic map and have
 DY0080.an estimated accuracy of +/- 6 seconds.
 DY0080
 DY0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0080.The vertical order pertains to the NGVD 29 superseded value.
 DY0080
 DY0080.The geoid height was determined by GEOID03.
 DY0080
 DY0080;                    North         East    Units  Estimated Accuracy
 DY0080;SPC CA 6     -   689,020.    1,835,420.      MT  (+/- 180 meters Scaled)
 DY0080
 DY0080                          SUPERSEDED SURVEY CONTROL
 DY0080
 DY0080  NGVD 29 (??/??/92)   15.99   (m)           52.5    (f) COMPUTED    1 1
 DY0080
 DY0080.Superseded values are not recommended for survey control.
 DY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0080.See file dsdata.txt to determine how the superseded data were derived.
 DY0080
 DY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048469(NAD 83)
 DY0080_MARKER: Z = SEE DESCRIPTION
 DY0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0080_SP_SET: CAPPED WELL
 DY0080_STAMPING: 1A-94-68
 DY0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0080
 DY0080  HISTORY     - Date     Condition        Report By
 DY0080  HISTORY     - 1968     MONUMENTED       CA-059
 DY0080  HISTORY     - 1974     GOOD             CA-059
 DY0080
 DY0080                          STATION DESCRIPTION
 DY0080
 DY0080'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0080'AT BUENA PARK.
 DY0080'AT THE CENTER LINE INTERSECTION OF ORANGETHORPE AVENUE AND
 DY0080'VALLEY VIEW STREET, SET IN CONCRETE IN A CAPPED WELL, A STREET
 DY0080'CENTER LINE MONUMENT, 1.0 FOOT BELOW THE LEVEL OF THE ROAD.
 DY0080
 DY0080                          STATION RECOVERY (1974)
 DY0080
 DY0080'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0078 ***********************************************************************
 DY0078  DESIGNATION -  1 A 95
 DY0078  PID         -  DY0078
 DY0078  STATE/COUNTY-  CA/ORANGE
 DY0078  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0078
 DY0078                         *CURRENT SURVEY CONTROL
 DY0078  ___________________________________________________________________
 DY0078* NAD 83(1986)-  33 51 31.     (N)    118 02 19.     (W)     SCALED    
 DY0078* NAVD 88     -        15.744  (meters)      51.65   (feet)  ADJUSTED  
 DY0078  ___________________________________________________________________
 DY0078  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 DY0078  DYNAMIC HT  -          15.727 (meters)      51.60  (feet)  COMP
 DY0078  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DY0078
 DY0078  VERT ORDER  -  FIRST     CLASS I
 DY0078
 DY0078.The horizontal coordinates were scaled from a topographic map and have
 DY0078.an estimated accuracy of +/- 6 seconds.
 DY0078
 DY0078.The orthometric height was determined by differential leveling
 DY0078.and adjusted in June 1995.
 DY0078
 DY0078.The geoid height was determined by GEOID03.
 DY0078
 DY0078.The dynamic height is computed by dividing the NAVD 88
 DY0078.geopotential number by the normal gravity value computed on the
 DY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0078.degrees latitude (g = 980.6199 gals.).
 DY0078
 DY0078.The modeled gravity was interpolated from observed gravity values.
 DY0078
 DY0078;                    North         East    Units  Estimated Accuracy
 DY0078;SPC CA 6     -   689,070.    1,834,500.      MT  (+/- 180 meters Scaled)
 DY0078
 DY0078                          SUPERSEDED SURVEY CONTROL
 DY0078
 DY0078  NGVD 29 (??/??/92)   15.03   (m)           49.3    (f) COMPUTED    1 1
 DY0078
 DY0078.Superseded values are not recommended for survey control.
 DY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0078.See file dsdata.txt to determine how the superseded data were derived.
 DY0078
 DY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT039469(NAD 83)
 DY0078_MARKER: DD = SURVEY DISK
 DY0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0078_SP_SET: CATCH BASIN
 DY0078_STAMPING: 1A-95-68
 DY0078_MARK LOGO: CA-059
 DY0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0078
 DY0078  HISTORY     - Date     Condition        Report By
 DY0078  HISTORY     - 1968     MONUMENTED       CA-059
 DY0078  HISTORY     - 1974     GOOD             CA-059
 DY0078  HISTORY     - 1978     GOOD             NGS
 DY0078  HISTORY     - 19940816 GOOD             CA-059
 DY0078  HISTORY     - 20041023 GOOD             USPSQD
 DY0078
 DY0078                          STATION DESCRIPTION
 DY0078
 DY0078'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0078'AT LA PALMA.
 DY0078'ABOUT 356 FEET SOUTH ALONG WALKER STREET FROM ITS INTERSECTION
 DY0078'WITH ORANGETHORPE AVENUE, 36 FEET WEST OF THE CENTER LINE OF
 DY0078'WALKER STREET, 1.5 FEET NORTH OF A 4 FOOT HIGH CINDER BLOCK WALL,
 DY0078'IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE INSPECTION VAULT,
 DY0078'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 DY0078
 DY0078                          STATION RECOVERY (1974)
 DY0078
 DY0078'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0078'RECOVERED IN GOOD CONDITION.
 DY0078
 DY0078                          STATION RECOVERY (1978)
 DY0078
 DY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0078'RECOVERED IN GOOD CONDITION.
 DY0078
 DY0078                          STATION RECOVERY (1994)
 DY0078
 DY0078'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0078'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. IN THE SOUTHEAST PART
 DY0078'OF THE INTERSECTION OF ORANGETHORPE AVENUE AND WALKER STREET, 350 FT
 DY0078'(106.7 M) SOUTH OF THE CENTERLINE OF ORANGETHORPE AVENUE, 36 FT (11.0
 DY0078'M) WEST OF THE CENTERLINE OF WALKER STREET, 4 FT (1.2 M) NORTH OF A
 DY0078'POWER POLE (NO NUMBER) , ON THE TOP OF THE SOUTHWEST CORNER OF A 4 FT
 DY0078'(1.2 M) BY 11 FT (3.4 M) CONCRETE CATCH BASIN, 0.6 FT (18.3 CM) ABOVE
 DY0078'THE ROAD LEVEL.
 DY0078
 DY0078                          STATION RECOVERY (2004)
 DY0078
 DY0078'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0794 ***********************************************************************
 DY0794  DESIGNATION -  1 A 96
 DY0794  PID         -  DY0794
 DY0794  STATE/COUNTY-  CA/ORANGE
 DY0794  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0794
 DY0794                         *CURRENT SURVEY CONTROL
 DY0794  ___________________________________________________________________
 DY0794* NAD 83(1986)-  33 51 03.     (N)    118 02 48.     (W)     SCALED    
 DY0794* NAVD 88     -        13.350  (meters)      43.80   (feet)  ADJUSTED  
 DY0794  ___________________________________________________________________
 DY0794  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DY0794  DYNAMIC HT  -          13.336 (meters)      43.75  (feet)  COMP
 DY0794  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DY0794
 DY0794  VERT ORDER  -  FIRST     CLASS I
 DY0794
 DY0794.The horizontal coordinates were scaled from a topographic map and have
 DY0794.an estimated accuracy of +/- 6 seconds.
 DY0794
 DY0794.The orthometric height was determined by differential leveling
 DY0794.and adjusted in June 1995.
 DY0794
 DY0794.The geoid height was determined by GEOID03.
 DY0794
 DY0794.The dynamic height is computed by dividing the NAVD 88
 DY0794.geopotential number by the normal gravity value computed on the
 DY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0794.degrees latitude (g = 980.6199 gals.).
 DY0794
 DY0794.The modeled gravity was interpolated from observed gravity values.
 DY0794
 DY0794;                    North         East    Units  Estimated Accuracy
 DY0794;SPC CA 6     -   688,220.    1,833,740.      MT  (+/- 180 meters Scaled)
 DY0794
 DY0794                          SUPERSEDED SURVEY CONTROL
 DY0794
 DY0794  NAVD 88 (02/01/93)   13.348  (m)           43.79   (f) UNKNOWN     1 1
 DY0794  NGVD 29 (??/??/92)   12.621  (m)           41.41   (f) ADJ UNCH    1 1
 DY0794
 DY0794.Superseded values are not recommended for survey control.
 DY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0794.See file dsdata.txt to determine how the superseded data were derived.
 DY0794
 DY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT031461(NAD 83)
 DY0794_MARKER: DD = SURVEY DISK
 DY0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0794_SP_SET: DROP INLET
 DY0794_STAMPING: 1A-96-68
 DY0794_MARK LOGO: CA-059
 DY0794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0794
 DY0794  HISTORY     - Date     Condition        Report By
 DY0794  HISTORY     - 1968     MONUMENTED       CA-059
 DY0794  HISTORY     - 1974     GOOD             CA-059
 DY0794  HISTORY     - 1978     GOOD             NGS
 DY0794  HISTORY     - 19940816 GOOD             CA-059
 DY0794
 DY0794                          STATION DESCRIPTION
 DY0794
 DY0794'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0794'AT LA PALMA.
 DY0794'0.7 MILE WEST ALONG ORANGETHORPE AVENUE FROM THE ARTESIA FREEWAY
 DY0794'OVERCROSSING TO ITS INTERSECTION WITH CARMENITA AVENUE, THENCE
 DY0794'0.5 MILE SOUTH ALONG CARMENITA AVENUE WHICH BECOMES MOODY STREET
 DY0794'TO ITS INTERSECTION WITH SHIRLEY DRIVE, 76 FEET EAST OF THE
 DY0794'CENTER LINE OF MOODY STREET, 21 FEET NORTH OF THE CENTER LINE
 DY0794'OF SHIRLEY DRIVE, 2 FEET WEST OF THE WEST EDGE OF A WATER METER
 DY0794'SERVING HOUSE 5011, 5 FEET WEST OF THE WEST EDGE OF A DRIVE,
 DY0794'IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE DROP INLET,
 DY0794'ABOUT 0.60 FOOT ABOVE THE LEVEL OF THE ROAD.
 DY0794
 DY0794                          STATION RECOVERY (1974)
 DY0794
 DY0794'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0794'RECOVERED IN GOOD CONDITION.
 DY0794
 DY0794                          STATION RECOVERY (1978)
 DY0794
 DY0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0794'RECOVERED IN GOOD CONDITION.
 DY0794
 DY0794                          STATION RECOVERY (1994)
 DY0794
 DY0794'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0794'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0794'BY ORANGE COUNTY CALIFORNIA 1968.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0796 ***********************************************************************
 DY0796  DESIGNATION -  1 A 97 O CO
 DY0796  PID         -  DY0796
 DY0796  STATE/COUNTY-  CA/ORANGE
 DY0796  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0796
 DY0796                         *CURRENT SURVEY CONTROL
 DY0796  ___________________________________________________________________
 DY0796* NAD 83(1986)-  33 50 46.     (N)    118 02 46.     (W)     SCALED    
 DY0796* NAVD 88     -        13.27   (+/-2cm)      43.5    (feet)  VERTCON   
 DY0796  ___________________________________________________________________
 DY0796  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DY0796  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0796
 DY0796.The horizontal coordinates were scaled from a topographic map and have
 DY0796.an estimated accuracy of +/- 6 seconds.
 DY0796
 DY0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0796.The vertical order pertains to the NGVD 29 superseded value.
 DY0796
 DY0796.The geoid height was determined by GEOID03.
 DY0796
 DY0796;                    North         East    Units  Estimated Accuracy
 DY0796;SPC CA 6     -   687,690.    1,833,780.      MT  (+/- 180 meters Scaled)
 DY0796
 DY0796                          SUPERSEDED SURVEY CONTROL
 DY0796
 DY0796  NGVD 29 (??/??/92)   12.55   (m)           41.2    (f) COMPUTED    1 1
 DY0796
 DY0796.Superseded values are not recommended for survey control.
 DY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0796.See file dsdata.txt to determine how the superseded data were derived.
 DY0796
 DY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT032455(NAD 83)
 DY0796_MARKER: DD = SURVEY DISK
 DY0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0796_SP_SET: WELL
 DY0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0796
 DY0796  HISTORY     - Date     Condition        Report By
 DY0796  HISTORY     - UNK      MONUMENTED       CA-059
 DY0796  HISTORY     - 1968     GOOD             CA-059
 DY0796  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DY0796
 DY0796                          STATION DESCRIPTION
 DY0796
 DY0796'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0796'AT LA PALMA.
 DY0796'AT THE CENTER LINE INTERSECTION OF MOODY STREET AND LA PALMA
 DY0796'AVENUE IN THE CITY OF LA PALMA, A HEXAGON BAR SET IN CONCRETE
 DY0796'IN A CAPPED WELL, ABOUT 1.0 FOOT BELOW THE SURFACE OF THE ROAD.
 DY0796
 DY0796                          STATION RECOVERY (1974)
 DY0796
 DY0796'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0798 ***********************************************************************
 DY0798  DESIGNATION -  1 A 98 O CO
 DY0798  PID         -  DY0798
 DY0798  STATE/COUNTY-  CA/ORANGE
 DY0798  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0798
 DY0798                         *CURRENT SURVEY CONTROL
 DY0798  ___________________________________________________________________
 DY0798* NAD 83(1986)-  33 50 45.     (N)    118 03 16.     (W)     SCALED    
 DY0798* NAVD 88     -        12.03   (+/-2cm)      39.5    (feet)  VERTCON   
 DY0798  ___________________________________________________________________
 DY0798  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DY0798  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0798
 DY0798.The horizontal coordinates were scaled from a topographic map and have
 DY0798.an estimated accuracy of +/- 6 seconds.
 DY0798
 DY0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0798.The vertical order pertains to the NGVD 29 superseded value.
 DY0798
 DY0798.The geoid height was determined by GEOID03.
 DY0798
 DY0798;                    North         East    Units  Estimated Accuracy
 DY0798;SPC CA 6     -   687,670.    1,833,010.      MT  (+/- 180 meters Scaled)
 DY0798
 DY0798                          SUPERSEDED SURVEY CONTROL
 DY0798
 DY0798  NGVD 29 (??/??/92)   11.30   (m)           37.1    (f) COMPUTED    1 1
 DY0798
 DY0798.Superseded values are not recommended for survey control.
 DY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0798.See file dsdata.txt to determine how the superseded data were derived.
 DY0798
 DY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT024455(NAD 83)
 DY0798_MARKER: DD = SURVEY DISK
 DY0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0798_SP_SET: WELL
 DY0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0798
 DY0798  HISTORY     - Date     Condition        Report By
 DY0798  HISTORY     - UNK      MONUMENTED       CA-059
 DY0798  HISTORY     - 1968     GOOD             CA-059
 DY0798  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DY0798
 DY0798                          STATION DESCRIPTION
 DY0798
 DY0798'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0798'AT LA PALMA.
 DY0798'0.5 MILE WEST ALONG LA PALMA AVENUE FROM ITS INTERSECTION WITH
 DY0798'MOODY STREET TO ITS INTERSECTION WITH DENNI STREET, A HEXAGON
 DY0798'BAR SET IN CONCRETE IN A CAPPED WELL 1.0 FOOT BELOW THE LEVEL
 DY0798'OF THE ROAD.  THE MARK IS THE CENTER LINE MONUMENT AT THE
 DY0798'INTERSECTION OF LA PALMA AVENUE AND DENNI STREET.
 DY0798
 DY0798                          STATION RECOVERY (1974)
 DY0798
 DY0798'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0806 ***********************************************************************
 DY0806  DESIGNATION -  1 A 99 O CO
 DY0806  PID         -  DY0806
 DY0806  STATE/COUNTY-  CA/ORANGE
 DY0806  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0806
 DY0806                         *CURRENT SURVEY CONTROL
 DY0806  ___________________________________________________________________
 DY0806* NAD 83(1986)-  33 49 26.     (N)    118 03 56.     (W)     SCALED    
 DY0806* NAVD 88     -        12.94   (+/-2cm)      42.5    (feet)  VERTCON   
 DY0806  ___________________________________________________________________
 DY0806  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0806  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0806
 DY0806.The horizontal coordinates were scaled from a topographic map and have
 DY0806.an estimated accuracy of +/- 6 seconds.
 DY0806
 DY0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0806.The vertical order pertains to the NGVD 29 superseded value.
 DY0806
 DY0806.The geoid height was determined by GEOID03.
 DY0806
 DY0806;                    North         East    Units  Estimated Accuracy
 DY0806;SPC CA 6     -   685,260.    1,831,940.      MT  (+/- 180 meters Scaled)
 DY0806
 DY0806                          SUPERSEDED SURVEY CONTROL
 DY0806
 DY0806  NGVD 29 (??/??/92)   12.22   (m)           40.1    (f) COMPUTED    1 1
 DY0806
 DY0806.Superseded values are not recommended for survey control.
 DY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0806.See file dsdata.txt to determine how the superseded data were derived.
 DY0806
 DY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT013431(NAD 83)
 DY0806_MARKER: DD = SURVEY DISK
 DY0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0806_SP_SET: SIDEWALK
 DY0806_STAMPING: 1A-99-68
 DY0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0806
 DY0806  HISTORY     - Date     Condition        Report By
 DY0806  HISTORY     - 1968     MONUMENTED       CA-059
 DY0806  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DY0806
 DY0806                          STATION DESCRIPTION
 DY0806
 DY0806'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0806'AT HAWAIIAN GARDENS.
 DY0806'0.4 MILE EAST ALONG 226TH STREET FROM ITS INTERSECTION WITH
 DY0806'NORWALK BOULEVARD TO THE COYOTE CREEK FLOOD CONTROL CHANNEL,
 DY0806'58 FEET SOUTH OF THE CENTER LINE OF 226TH STREET, 88 FEET EAST
 DY0806'OF THE EAST EDGE OF A DRIVE INTO THE EAST SIDE OF A SCHOOL YARD,
 DY0806'10 FEET WEST OF THE WEST END OF A SUSPENDED FOOT BRIDGE OVER
 DY0806'COYOTE CREEK FLOOD CONTROL CHANNEL, IN THE TOP OF THE NORTHWEST
 DY0806'CORNER OF A CONCRETE SLAB WALK.
 DY0806
 DY0806                          STATION RECOVERY (1974)
 DY0806
 DY0806'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0855 ***********************************************************************
 DC0855  DESIGNATION -  1 ATSFRR
 DC0855  PID         -  DC0855
 DC0855  STATE/COUNTY-  CA/SAN DIEGO
 DC0855  USGS QUAD   -  POINT LOMA (1994)
 DC0855
 DC0855                         *CURRENT SURVEY CONTROL
 DC0855  ___________________________________________________________________
 DC0855* NAD 83(1986)-  32 43 59.     (N)    117 10 27.     (W)     SCALED    
 DC0855* NAVD 88     -        11.12   (+/-2cm)      36.5    (feet)  VERTCON   
 DC0855  ___________________________________________________________________
 DC0855  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DC0855  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0855
 DC0855.The horizontal coordinates were scaled from a topographic map and have
 DC0855.an estimated accuracy of +/- 6 seconds.
 DC0855
 DC0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0855.The vertical order pertains to the NGVD 29 superseded value.
 DC0855
 DC0855.The geoid height was determined by GEOID03.
 DC0855
 DC0855;                    North         East    Units  Estimated Accuracy
 DC0855;SPC CA 6     -   563,200.    1,913,380.      MT  (+/- 180 meters Scaled)
 DC0855
 DC0855                          SUPERSEDED SURVEY CONTROL
 DC0855
 DC0855  NGVD 29 (??/??/??)   10.486  (m)           34.40   (f) ADJUSTED    1 2
 DC0855
 DC0855.Superseded values are not recommended for survey control.
 DC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0855.See file dsdata.txt to determine how the superseded data were derived.
 DC0855
 DC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS836217(NAD 83)
 DC0855_MARKER: B = BOLT
 DC0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0855_SP_SET: SIGNAL BASE
 DC0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0855
 DC0855  HISTORY     - Date     Condition        Report By
 DC0855  HISTORY     - UNK      MONUMENTED       ATSFRR
 DC0855  HISTORY     - 1955     GOOD             NGS
 DC0855  HISTORY     - 1967     GOOD             ATSFRR
 DC0855  HISTORY     - 1990     GOOD             USPSQD
 DC0855  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 DC0855
 DC0855                          STATION DESCRIPTION
 DC0855
 DC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0855'AT SAN DIEGO.
 DC0855'AT SAN DIEGO, 1.3 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND
 DC0855'SANTA FE RAILWAY FROM THE UNION STATION, AT THE PALM STREET
 DC0855'CROSSING, IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE FOR
 DC0855'SIGNAL BOX 2-2664, 74 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DC0855'STREET, 10.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 DC0855'TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TRAACK.
 DC0855
 DC0855                          STATION RECOVERY (1967)
 DC0855
 DC0855'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1967
 DC0855'RECOVERED IN GOOD CONDITION.
 DC0855
 DC0855                          STATION RECOVERY (1990)
 DC0855
 DC0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DC0855'RECOVERED IN GOOD CONDITION.
 DC0855
 DC0855                          STATION RECOVERY (2003)
 DC0855
 DC0855'RECOVERY NOTE BY US POWER SQUADRON 2003 (MPM)
 DC0855'SIGNAL BASE REMOVED, BELIEVE MARK DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6170 ***********************************************************************
 EW6170  DESIGNATION -  1 B
 EW6170  PID         -  EW6170
 EW6170  STATE/COUNTY-  CA/VENTURA
 EW6170  USGS QUAD   -  POINT MUGU (1967)
 EW6170
 EW6170                         *CURRENT SURVEY CONTROL
 EW6170  ___________________________________________________________________
 EW6170* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6170* NAVD 88     -         7.64   (+/-2cm)      25.1    (feet)  VERTCON   
 EW6170  ___________________________________________________________________
 EW6170  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6170
 EW6170.The horizontal coordinates were scaled from a topographic map and have
 EW6170.an estimated accuracy of +/- 6 seconds.
 EW6170
 EW6170.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6170.The vertical order pertains to the NGVD 29 superseded value.
 EW6170
 EW6170.The geoid height was determined by GEOID03.
 EW6170
 EW6170;                    North         East    Units  Estimated Accuracy
 EW6170;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6170
 EW6170                          SUPERSEDED SURVEY CONTROL
 EW6170
 EW6170  NGVD 29 (??/??/92)    6.905  (m)           22.65   (f) ADJ UNCH    2 0
 EW6170
 EW6170.Superseded values are not recommended for survey control.
 EW6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6170.See file dsdata.txt to determine how the superseded data were derived.
 EW6170
 EW6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6170_MARKER: Z = SEE DESCRIPTION
 EW6170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6170_SP_SET: FIRE NOZZLE
 EW6170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6170
 EW6170  HISTORY     - Date     Condition        Report By
 EW6170  HISTORY     - UNK      MONUMENTED       CGS
 EW6170  HISTORY     - 1960     GOOD             NGS
 EW6170
 EW6170                          STATION DESCRIPTION
 EW6170
 EW6170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6170'6 MI SE FROM OXNARD.
 EW6170'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6170'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST ON
 EW6170'BEACH ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5 MILE
 EW6170'TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD.
 EW6170'THE MARK IS 130 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PAD
 EW6170'AND 150 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1117 ***********************************************************************
 HT1117  DESIGNATION -  1 B
 HT1117  PID         -  HT1117
 HT1117  STATE/COUNTY-  CA/SANTA CRUZ
 HT1117  USGS QUAD   -  BIG BASIN (1997)
 HT1117
 HT1117                         *CURRENT SURVEY CONTROL
 HT1117  ___________________________________________________________________
 HT1117* NAD 83(1986)-  37 14 27.     (N)    122 07 48.     (W)     SCALED    
 HT1117* NAVD 88     -       561.20   (+/-2cm)    1841.2    (feet)  VERTCON   
 HT1117  ___________________________________________________________________
 HT1117  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HT1117  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1117
 HT1117.The horizontal coordinates were scaled from a topographic map and have
 HT1117.an estimated accuracy of +/- 6 seconds.
 HT1117
 HT1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1117.The vertical order pertains to the NGVD 29 superseded value.
 HT1117
 HT1117.The geoid height was determined by GEOID03.
 HT1117
 HT1117;                    North         East    Units  Estimated Accuracy
 HT1117;SPC CA 3     -   583,480.    1,855,380.      MT  (+/- 180 meters Scaled)
 HT1117
 HT1117                          SUPERSEDED SURVEY CONTROL
 HT1117
 HT1117  NGVD 29 (??/??/92)  560.34   (m)         1838.4    (f) COMPUTED    1 1
 HT1117
 HT1117.Superseded values are not recommended for survey control.
 HT1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1117.See file dsdata.txt to determine how the superseded data were derived.
 HT1117
 HT1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG771219(NAD 83)
 HT1117_MARKER: N = NAIL
 HT1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1117_SP_SET: MADRONA TREE BASE
 HT1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1117
 HT1117  HISTORY     - Date     Condition        Report By
 HT1117  HISTORY     - UNK      MONUMENTED       CGS
 HT1117  HISTORY     - 1967     GOOD             NGS
 HT1117
 HT1117                          STATION DESCRIPTION
 HT1117
 HT1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HT1117'9.6 MI SW FROM SARATOGA.
 HT1117'7.3 MILES WEST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 HT1117'SARATOGA, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 35, THENCE
 HT1117'0.1 MILE WEST ALONG A PAVED ROAD, THENCE 1.75 MILES SOUTHWEST
 HT1117'ALONG A NARROW DIRT ROAD, THENCE 0.35 MILE SOUTH ALONG THE
 HT1117'MAIN ROAD TO THE CASTLE ROCK MAGNETIC OBSERVATORY, ABOUT 0.1
 HT1117'MILE NORTHEAST OF THE OBSERVATORY BUILDING, IN A DEEPLY BLAZED
 HT1117'PORTION OF THE SOUTH BASE OF A LARGE MADRONA TREE, 90 FEET SOUTH
 HT1117'OF BENCH MARK Z 1080, 63 FEET NORTH OF TRIANGULATION STATION
 HT1117'CASTLE ROCK, 22 FEET WEST OF BENCH MARK 1 A (NAIL), ABOUT 4
 HT1117'FEET LOWER THAN BENCH MARK 1 A (NAIL) AND 0.5 FOOT ABOVE THE
 HT1117'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3504 ***********************************************************************
 DX3504  DESIGNATION -  1 B 90 77
 DX3504  PID         -  DX3504
 DX3504  STATE/COUNTY-  CA/ORANGE
 DX3504  USGS QUAD   -  ORANGE (1981)
 DX3504
 DX3504                         *CURRENT SURVEY CONTROL
 DX3504  ___________________________________________________________________
 DX3504* NAD 83(1986)-  33 48 33.     (N)    117 51 10.     (W)     SCALED    
 DX3504* NAVD 88     -        58.196  (meters)     190.93   (feet)  ADJUSTED  
 DX3504  ___________________________________________________________________
 DX3504  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX3504  DYNAMIC HT  -          58.134 (meters)     190.73  (feet)  COMP
 DX3504  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DX3504
 DX3504  VERT ORDER  -  FIRST     CLASS I
 DX3504
 DX3504.The horizontal coordinates were scaled from a topographic map and have
 DX3504.an estimated accuracy of +/- 6 seconds.
 DX3504
 DX3504.The orthometric height was determined by differential leveling
 DX3504.and adjusted in June 1991.
 DX3504
 DX3504.The geoid height was determined by GEOID03.
 DX3504
 DX3504.The dynamic height is computed by dividing the NAVD 88
 DX3504.geopotential number by the normal gravity value computed on the
 DX3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3504.degrees latitude (g = 980.6199 gals.).
 DX3504
 DX3504.The modeled gravity was interpolated from observed gravity values.
 DX3504
 DX3504;                    North         East    Units  Estimated Accuracy
 DX3504;SPC CA 6     -   683,300.    1,851,610.      MT  (+/- 180 meters Scaled)
 DX3504
 DX3504                          SUPERSEDED SURVEY CONTROL
 DX3504
 DX3504  NGVD 29 (??/??/92)   57.442  (m)          188.46   (f) ADJ UNCH    1 1
 DX3504
 DX3504.Superseded values are not recommended for survey control.
 DX3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3504.See file dsdata.txt to determine how the superseded data were derived.
 DX3504
 DX3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT210413(NAD 83)
 DX3504_MARKER: DD = SURVEY DISK
 DX3504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3504_SP_SET: CATCH BASIN
 DX3504_STAMPING: 1B-90-77
 DX3504_MARK LOGO: CA-059
 DX3504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3504+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2007
 DX3504
 DX3504  HISTORY     - Date     Condition        Report By
 DX3504  HISTORY     - 1977     MONUMENTED       CA-059
 DX3504  HISTORY     - 1977     GOOD             NGS
 DX3504  HISTORY     - 1988     GOOD             NGS
 DX3504  HISTORY     - 20070326 GOOD             GEOCAC
 DX3504
 DX3504                          STATION DESCRIPTION
 DX3504
 DX3504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3504'ORANGE.
 DX3504'ON THE NORTH SIDE OF KATELLA AVENUE, ABOUT 0.2 MILE WEST OF GLASSELL
 DX3504'STREET, 33.5 FT. EAST OF THE EAST RAIL OF THE EAST (SPUR) SET OF
 DX3504'TRACKS, SET ON THE SOUTHWEST CORNER OF A 11 BY 3 FT. CATCH BASIN,
 DX3504'ABOUT 0.9 FT. BACK OF CURB FACE, LEVEL WITH TOP OF CURB.
 DX3504
 DX3504                          STATION RECOVERY (1988)
 DX3504
 DX3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3504'RECOVERED IN GOOD CONDITION.
 DX3504
 DX3504                          STATION RECOVERY (2007)
 DX3504
 DX3504'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX3504'STATION IS ON THE SOUTH WEST SIDE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5523 ***********************************************************************
 EW5523  DESIGNATION -  1 B SB CO V CO
 EW5523  PID         -  EW5523
 EW5523  STATE/COUNTY-  CA/SANTA BARBARA
 EW5523  USGS QUAD   -  CUYAMA PEAK (1991)
 EW5523
 EW5523                         *CURRENT SURVEY CONTROL
 EW5523  ___________________________________________________________________
 EW5523* NAD 83(1986)-  34 47 29.     (N)    119 26 38.     (W)     SCALED    
 EW5523* NAVD 88     -       947.107  (meters)    3107.30   (feet)  ADJUSTED  
 EW5523  ___________________________________________________________________
 EW5523  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 EW5523  DYNAMIC HT  -         946.009 (meters)    3103.70  (feet)  COMP
 EW5523  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 EW5523
 EW5523  VERT ORDER  -  FIRST     CLASS I
 EW5523
 EW5523.The horizontal coordinates were scaled from a topographic map and have
 EW5523.an estimated accuracy of +/- 6 seconds.
 EW5523
 EW5523.The orthometric height was determined by differential leveling
 EW5523.and adjusted in June 1991.
 EW5523
 EW5523.The geoid height was determined by GEOID03.
 EW5523
 EW5523.The dynamic height is computed by dividing the NAVD 88
 EW5523.geopotential number by the normal gravity value computed on the
 EW5523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5523.degrees latitude (g = 980.6199 gals.).
 EW5523
 EW5523.The modeled gravity was interpolated from observed gravity values.
 EW5523
 EW5523;                    North         East    Units  Estimated Accuracy
 EW5523;SPC CA 5     -   644,200.    1,867,870.      MT  (+/- 180 meters Scaled)
 EW5523
 EW5523                          SUPERSEDED SURVEY CONTROL
 EW5523
 EW5523  NGVD 29 (??/??/92)  946.231  (m)         3104.43   (f) ADJ UNCH    1 1
 EW5523
 EW5523.Superseded values are not recommended for survey control.
 EW5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5523.See file dsdata.txt to determine how the superseded data were derived.
 EW5523
 EW5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU764526(NAD 83)
 EW5523_MARKER: P = PIPE CAP
 EW5523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5523_STAMPING: SANTA BARBARA COUNTY VENTURE COUNTY 1 B
 EW5523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5523
 EW5523  HISTORY     - Date     Condition        Report By
 EW5523  HISTORY     - UNK      MONUMENTED       CA-111
 EW5523  HISTORY     - 1968     GOOD             NGS
 EW5523  HISTORY     - 1977     GOOD             NGS
 EW5523  HISTORY     - 1983     POOR             USGS
 EW5523
 EW5523                          STATION DESCRIPTION
 EW5523
 EW5523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5523'25 MI SW FROM MARICOPA.
 EW5523'24.95 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 EW5523'AT MARICOPA, IN R24W T8N, SECTION 17, 153 1/2 FEET EAST OF THE
 EW5523'CENTER LINE OF THE HIGHWAY, 417 FEET NORTHWEST OF THE NORTHWEST
 EW5523'CORNER OF THE SOUTHEAST HEAD WALL OF A CULVERT AT THE SANTA
 EW5523'BARBARA-VENTURA COUNTY LINE, 294 FEET WEST OF POWER POLE 851393E,
 EW5523'1.4 FEET SOUTHWEST OF BENCH MARK 3100 (USGS), 0.5 FOOT SOUTHWEST
 EW5523'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND
 EW5523'WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.6 FOOT
 EW5523'ABOVE THE GROUND.
 EW5523
 EW5523                          STATION RECOVERY (1977)
 EW5523
 EW5523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5523'417 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL.
 EW5523
 EW5523                          STATION RECOVERY (1983)
 EW5523
 EW5523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5523'RECOVERED IN POOR CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 EW5523'ADD 380 FT NW OF SIGN READING SANTA BARBARA COUNTY/VENTURA
 EW5523'COUNTY, AND 104 FT NE OF FENCE LINE.  PIPE BENEATH BM IS SLIGHTY
 EW5523'TILTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0641 ***********************************************************************
 DX0641  DESIGNATION -  1 C
 DX0641  PID         -  DX0641
 DX0641  STATE/COUNTY-  CA/RIVERSIDE
 DX0641  USGS QUAD   -  THERMAL CANYON (1972)
 DX0641
 DX0641                         *CURRENT SURVEY CONTROL
 DX0641  ___________________________________________________________________
 DX0641* NAD 83(1986)-  33 44 41.     (N)    116 06 11.     (W)     SCALED    
 DX0641* NAVD 88     -       238.780  (meters)     783.40   (feet)  READJUSTED
 DX0641  ___________________________________________________________________
 DX0641  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX0641  DYNAMIC HT  -         238.510 (meters)     782.51  (feet)  COMP
 DX0641  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 DX0641  OBS GRAVITY -     979,509.3   (mgal)                       GRAV_OBS
 DX0641
 DX0641  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DX0641
 DX0641.The horizontal coordinates were scaled from a topographic map and have
 DX0641.an estimated accuracy of +/- 6 seconds.
 DX0641
 DX0641.The orthometric height was determined by differential leveling
 DX0641.and adjusted in February 1993.
 DX0641.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DX0641.mark was located on a no-check spur therefore a value was not computed.
 DX0641.The height was derived from older observations constrained to new
 DX0641.heights in a crustal motion area.  The height is approximate in
 DX0641.relation to other heights in its vicinity.
 DX0641.No vertical observational check was made to the station.
 DX0641
 DX0641.The geoid height was determined by GEOID03.
 DX0641
 DX0641.The dynamic height is computed by dividing the NAVD 88
 DX0641.geopotential number by the normal gravity value computed on the
 DX0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0641.degrees latitude (g = 980.6199 gals.).
 DX0641
 DX0641.The modeled gravity was interpolated from observed gravity values.
 DX0641.The observed gravity was obtained from relative gravimeter ties
 DX0641.to the IGSN71 gravity network.
 DX0641
 DX0641;                    North         East    Units  Estimated Accuracy
 DX0641;SPC CA 6     -   675,020.    2,013,620.      MT  (+/- 180 meters Scaled)
 DX0641
 DX0641                          SUPERSEDED SURVEY CONTROL
 DX0641
 DX0641  NGVD 29 (??/??/92)  238.102  (m)          781.17   (f) ADJ UNCH    1 1
 DX0641
 DX0641.Superseded values are not recommended for survey control.
 DX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0641.See file dsdata.txt to determine how the superseded data were derived.
 DX0641
 DX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT830342(NAD 83)
 DX0641_MARKER: DD = SURVEY DISK
 DX0641_SETTING: 66 = SET IN ROCK OUTCROP
 DX0641_SP_SET: ROCK OUTCROP
 DX0641_STAMPING: NO 1 C
 DX0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0641+STABILITY: POSITION/ELEVATION WELL
 DX0641
 DX0641  HISTORY     - Date     Condition        Report By
 DX0641  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0641  HISTORY     - 1955     GOOD             NGS
 DX0641  HISTORY     - 1968     GOOD             CA-065
 DX0641  HISTORY     - 1978     GOOD             NGS
 DX0641  HISTORY     - 1989     GOOD             USPSQD
 DX0641  HISTORY     - 1991     GOOD             USPSQD
 DX0641
 DX0641                          STATION DESCRIPTION
 DX0641
 DX0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0641'9.7 MI E FROM INDIO.
 DX0641'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0641'PACIFIC COMPANY RAILROAD STATION AT INDIO, THENCE 1.5 MILES
 DX0641'NORTHEAST ALONG U.S. HIGHWAY 60-70, THENCE 2.4 MILES NORTHEAST
 DX0641'ALONG DILLON ROAD, THENCE 3.5 MILES EAST ALONG FARGO CANYON ROAD,
 DX0641'THENCE 0.3 MILE SOUTHEAST ALONG AQUEDUCT ROAD, AT A LOW ROCKY
 DX0641'KNOLL, IN THE TOP OF A ROCK OUTCROP, ABOUT 400 FEET NORTHWEST OF
 DX0641'THE INTERSECTION OF AQUEDUCT ROAD AND THE OLD FARGO CANYON ROAD,
 DX0641'ABOUT 350 FEET NORTHEAST OF THE CENTER LINE OF AQUEDUCT ROAD,
 DX0641'37 FEET SOUTHWEST OF THE HIGHEST POINT OF THE KNOLL, AND 10 FEET
 DX0641'SOUTHEAST OF THE NORTHWEST EDGE OF THE KNOLL.
 DX0641
 DX0641                          STATION RECOVERY (1968)
 DX0641
 DX0641'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0641'RECOVERED IN GOOD CONDITION.
 DX0641
 DX0641                          STATION RECOVERY (1978)
 DX0641
 DX0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0641'RECOVERED IN GOOD CONDITION.
 DX0641
 DX0641                          STATION RECOVERY (1989)
 DX0641
 DX0641'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0641'RECOVERED IN GOOD CONDITION.
 DX0641
 DX0641                          STATION RECOVERY (1991)
 DX0641
 DX0641'RECOVERY NOTE BY US POWER SQUADRON 1991 (EEM)
 DX0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0980 ***********************************************************************
 DY0980  DESIGNATION -  1 C 123 O CO
 DY0980  PID         -  DY0980
 DY0980  STATE/COUNTY-  CA/ORANGE
 DY0980  USGS QUAD   -  SEAL BEACH (1981)
 DY0980
 DY0980                         *CURRENT SURVEY CONTROL
 DY0980  ___________________________________________________________________
 DY0980* NAD 83(1986)-  33 44 43.     (N)    118 05 33.     (W)     SCALED    
 DY0980* NAVD 88     -        10.92   (+/-2cm)      35.8    (feet)  VERTCON   
 DY0980  ___________________________________________________________________
 DY0980  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DY0980  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0980
 DY0980.The horizontal coordinates were scaled from a topographic map and have
 DY0980.an estimated accuracy of +/- 6 seconds.
 DY0980
 DY0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0980.The vertical order pertains to the NGVD 29 superseded value.
 DY0980
 DY0980.The geoid height was determined by GEOID03.
 DY0980
 DY0980;                    North         East    Units  Estimated Accuracy
 DY0980;SPC CA 6     -   676,580.    1,829,290.      MT  (+/- 180 meters Scaled)
 DY0980
 DY0980                          SUPERSEDED SURVEY CONTROL
 DY0980
 DY0980  NGVD 29 (??/??/92)   10.19   (m)           33.4    (f) COMPUTED    1 1
 DY0980
 DY0980.Superseded values are not recommended for survey control.
 DY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0980.See file dsdata.txt to determine how the superseded data were derived.
 DY0980
 DY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT988344(NAD 83)
 DY0980_MARKER: DD = SURVEY DISK
 DY0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0980_SP_SET: WALL
 DY0980_STAMPING: 1C-123-74
 DY0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0980
 DY0980  HISTORY     - Date     Condition        Report By
 DY0980  HISTORY     - 1974     MONUMENTED       CA-059
 DY0980
 DY0980                          STATION DESCRIPTION
 DY0980
 DY0980'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DY0980'IN SEAL BEACH.
 DY0980'180 FEET NORTHERLY ALONG SEAL BEACH BOULEVARD FROM ITS INTERSECTION
 DY0980'WITH BOLSA AVENUE, 27 FEET NORTHERLY FROM A POWER POLE, 8 FEET
 DY0980'WESTERLY OF THE WESTERLY CURB OF THE BOULEVARD, 37 FEET NORTHERLY
 DY0980'OF THE SOUTHERLY END OF A CONCRETE RETAINING WALL, SET ON
 DY0980'TOP OF THE CONCRETE RETAINING WALL, 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0979 ***********************************************************************
 DY0979  DESIGNATION -  1 C 97
 DY0979  PID         -  DY0979
 DY0979  STATE/COUNTY-  CA/ORANGE
 DY0979  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0979
 DY0979                         *CURRENT SURVEY CONTROL
 DY0979  ___________________________________________________________________
 DY0979* NAD 83(1986)-  33 45 21.     (N)    118 05 04.     (W)     SCALED    
 DY0979* NAVD 88     -         6.864  (meters)      22.52   (feet)  ADJUSTED  
 DY0979  ___________________________________________________________________
 DY0979  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DY0979  DYNAMIC HT  -           6.856 (meters)      22.49  (feet)  COMP
 DY0979  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 DY0979
 DY0979  VERT ORDER  -  FIRST     CLASS I
 DY0979
 DY0979.The horizontal coordinates were scaled from a topographic map and have
 DY0979.an estimated accuracy of +/- 6 seconds.
 DY0979
 DY0979.The orthometric height was determined by differential leveling
 DY0979.and adjusted in June 1991.
 DY0979.WARNING-Repeat measurements at this control monument indicate possible
 DY0979.vertical movement.
 DY0979
 DY0979.The geoid height was determined by GEOID03.
 DY0979
 DY0979.The dynamic height is computed by dividing the NAVD 88
 DY0979.geopotential number by the normal gravity value computed on the
 DY0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0979.degrees latitude (g = 980.6199 gals.).
 DY0979
 DY0979.The modeled gravity was interpolated from observed gravity values.
 DY0979
 DY0979;                    North         East    Units  Estimated Accuracy
 DY0979;SPC CA 6     -   677,740.    1,830,050.      MT  (+/- 180 meters Scaled)
 DY0979
 DY0979                          SUPERSEDED SURVEY CONTROL
 DY0979
 DY0979.No superseded survey control is available for this station.
 DY0979
 DY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT995356(NAD 83)
 DY0979_MARKER: DD = SURVEY DISK
 DY0979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0979_SP_SET: HEADWALL
 DY0979_STAMPING: 1C-97-68
 DY0979_MARK LOGO: CA-059
 DY0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0979+STABILITY: SURFACE MOTION
 DY0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0979+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1989
 DY0979
 DY0979  HISTORY     - Date     Condition        Report By
 DY0979  HISTORY     - 1968     MONUMENTED       CA-059
 DY0979  HISTORY     - 1974     GOOD             CA-059
 DY0979  HISTORY     - 1978     GOOD             NGS
 DY0979  HISTORY     - 19890417 GOOD             NGS
 DY0979  HISTORY     - 20061213 GOOD             GEOCAC
 DY0979
 DY0979                          STATION DESCRIPTION
 DY0979
 DY0979'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0979'1.2 MI NE FROM SEAL BEACH.
 DY0979'0.3 MILE NORTHEASTERLY ALONG BAY BOULEVARD FROM THE BAY
 DY0979'BOULEVARD ENTRANCE INTO THE NAVAL WEAPONS STATION IN SEAL
 DY0979'BEACH, 63 FEET SOUTHEAST OF THE CENTER LINE OF BAY BOULEVARD,
 DY0979'IN THE TOP OF AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END
 DY0979'OF THE HEADWALL OVER THE UNDERPASS ROAD UNDER BAY BOULEVARD.
 DY0979
 DY0979                          STATION RECOVERY (1974)
 DY0979
 DY0979'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0979'RECOVERED IN GOOD CONDITION.
 DY0979
 DY0979                          STATION RECOVERY (1978)
 DY0979
 DY0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0979'RECOVERED IN GOOD CONDITION.
 DY0979
 DY0979                          STATION RECOVERY (1989)
 DY0979
 DY0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0979'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.8 KM (0.50
 DY0979'MI) SOUTHWESTERLY ALONG SEAL BEACH BOULEVARD FROM THE JUNCTION OF
 DY0979'WESTMINSTER AVENUE IN SEAL BEACH.
 DY0979
 DY0979                          STATION RECOVERY (2006)
 DY0979
 DY0979'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0661 ***********************************************************************
 DY0661  DESIGNATION -  1 C 98
 DY0661  PID         -  DY0661
 DY0661  STATE/COUNTY-  CA/ORANGE
 DY0661  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0661
 DY0661                         *CURRENT SURVEY CONTROL
 DY0661  ___________________________________________________________________
 DY0661* NAD 83(1986)-  33 45 34.     (N)    118 04 38.     (W)     SCALED    
 DY0661* NAVD 88     -         3.414  (meters)      11.20   (feet)  ADJUSTED  
 DY0661  ___________________________________________________________________
 DY0661  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY0661  DYNAMIC HT  -           3.411 (meters)      11.19  (feet)  COMP
 DY0661  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 DY0661
 DY0661  VERT ORDER  -  FIRST     CLASS I
 DY0661
 DY0661.The horizontal coordinates were scaled from a topographic map and have
 DY0661.an estimated accuracy of +/- 6 seconds.
 DY0661
 DY0661.The orthometric height was determined by differential leveling
 DY0661.and adjusted in June 1991.
 DY0661.WARNING-Repeat measurements at this control monument indicate possible
 DY0661.vertical movement.
 DY0661
 DY0661.The geoid height was determined by GEOID03.
 DY0661
 DY0661.The dynamic height is computed by dividing the NAVD 88
 DY0661.geopotential number by the normal gravity value computed on the
 DY0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0661.degrees latitude (g = 980.6199 gals.).
 DY0661
 DY0661.The modeled gravity was interpolated from observed gravity values.
 DY0661
 DY0661;                    North         East    Units  Estimated Accuracy
 DY0661;SPC CA 6     -   678,130.    1,830,730.      MT  (+/- 180 meters Scaled)
 DY0661
 DY0661                          SUPERSEDED SURVEY CONTROL
 DY0661
 DY0661.No superseded survey control is available for this station.
 DY0661
 DY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT002360(NAD 83)
 DY0661_MARKER: DD = SURVEY DISK
 DY0661_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0661_SP_SET: HEADWALL
 DY0661_STAMPING: 1C-98-69
 DY0661_MARK LOGO: CA-059
 DY0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0661+STABILITY: SURFACE MOTION
 DY0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0661+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1989
 DY0661
 DY0661  HISTORY     - Date     Condition        Report By
 DY0661  HISTORY     - 1969     MONUMENTED       CA-059
 DY0661  HISTORY     - 1978     GOOD             NGS
 DY0661  HISTORY     - 19890417 GOOD             NGS
 DY0661  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0661  HISTORY     - 20061213 MARK NOT FOUND   GEOCAC
 DY0661
 DY0661                          STATION DESCRIPTION
 DY0661
 DY0661'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0661'AT SEAL BEACH.
 DY0661'IN THE NORTHEAST PART OF THE INTERSECTON OF WESTMINSTER AVENUE
 DY0661'AND BAY BOULEVARD, 70.5 FEET NORTH OF THE CENTER OF THE TRAFFIC
 DY0661'MEDIAN OF THE AVENUE, 54 FEET EAST OF THE CENTER OF THE TRAFFIC
 DY0661'MEDIAN OF THE BOULEVARD, SET IN THE TOP OF A CONCRETE HEADWALL,
 DY0661'11 FEET SOUTH OF THE EAST END ABOUT 1 FOOT HIGHER THAN THE
 DY0661'TOP OF CURB.
 DY0661
 DY0661                          STATION RECOVERY (1978)
 DY0661
 DY0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0661'RECOVERED IN GOOD CONDITION.
 DY0661
 DY0661                          STATION RECOVERY (1989)
 DY0661
 DY0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0661'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DY0661'CHANGE--BAY BOULEVARD, TO SEAL BEACH BOULEVARD.  ADD--IN SEAL BEACH.
 DY0661
 DY0661                          STATION RECOVERY (2006)
 DY0661
 DY0661'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0661'MARK NOT FOUND.
 DY0661
 DY0661                          STATION RECOVERY (2006)
 DY0661
 DY0661'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0661'THE ENTIRE AREA AT THIS INTERSECTION APPEARS TO HAVE BEEN
 DY0661'RECONSTRUCTED AND THE CONCRETE HEADWALL APPEARS TO HAVE BEEN REPLACED.
 DY0661'THE ORANGE COUNTY GEOMATICS - LAND INFORMATION SYSTEM REPORTS THIS ONE
 DY0661'AS DESTROYED ON 6,16,2003.
 DY0661'WWW.OCGEOMATICS.COM/LANDRECORDS/DEFAULT.ASPX
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0964 ***********************************************************************
 HT0964  DESIGNATION -  1 C OF A
 HT0964  PID         -  HT0964
 HT0964  STATE/COUNTY-  CA/ALAMEDA
 HT0964  USGS QUAD   -  RICHMOND (1993)
 HT0964
 HT0964                         *CURRENT SURVEY CONTROL
 HT0964  ___________________________________________________________________
 HT0964* NAD 83(1986)-  37 53 54.     (N)    122 18 05.     (W)     SCALED    
 HT0964* NAVD 88     -         6.74   (+/-2cm)      22.1    (feet)  VERTCON   
 HT0964  ___________________________________________________________________
 HT0964  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HT0964  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0964
 HT0964.The horizontal coordinates were scaled from a topographic map and have
 HT0964.an estimated accuracy of +/- 6 seconds.
 HT0964
 HT0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0964.The vertical order pertains to the NGVD 29 superseded value.
 HT0964
 HT0964.The geoid height was determined by GEOID03.
 HT0964
 HT0964;                    North         East    Units  Estimated Accuracy
 HT0964;SPC CA 3     -   656,710.    1,841,580.      MT  (+/- 180 meters Scaled)
 HT0964
 HT0964                          SUPERSEDED SURVEY CONTROL
 HT0964
 HT0964  NGVD 29 (??/??/92)    5.909  (m)           19.39   (f) ADJ UNCH    1 1
 HT0964
 HT0964.Superseded values are not recommended for survey control.
 HT0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0964.See file dsdata.txt to determine how the superseded data were derived.
 HT0964
 HT0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG614947(NAD 83)
 HT0964_MARKER: DD = SURVEY DISK
 HT0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0964_STAMPING: 1 RE 4650 LS 1302
 HT0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0964+STABILITY: SURFACE MOTION
 HT0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0964+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 HT0964
 HT0964  HISTORY     - Date     Condition        Report By
 HT0964  HISTORY     - UNK      MONUMENTED       NM0030
 HT0964  HISTORY     - 1969     GOOD             NGS
 HT0964  HISTORY     - 19980210 GOOD             USPSQD
 HT0964  HISTORY     - 20060524 GOOD             GEOCAC
 HT0964
 HT0964                          STATION DESCRIPTION
 HT0964
 HT0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HT0964'AT ALBANY.
 HT0964'AT ALBANY, 0.05 MILE SOUTH OF THE JUNCTION OF SAN PABLO AVENUE
 HT0964'AND CARLSON BOULEVARD, AT THE CROSSING OF CERRITO CREEK, AT THE
 HT0964'ALAMEDA-CONTRA COSTA COUNTY LINE, 3.3 FEET WEST OF THE WEST CURB
 HT0964'OF SAN PABLO AVENUE, 3.6 FEET WEST OF THE NORTHWEST CORNER OF
 HT0964'A CATCH BASIN, 14.9 FEET NORTH OF THE COUNTY LINE SIGN POST, 13
 HT0964'FEET SOUTH OF THE CENTER OF THE CREEK UNDER THE SIDEWALK, 31.5
 HT0964'FEET SOUTH OF STREET LIGHT POLE NO. A 2 400, ABOUT FLUSH WITH THE
 HT0964'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 HT0964'FOOT ABOVE THE GROUND.
 HT0964
 HT0964                          STATION RECOVERY (1998)
 HT0964
 HT0964'RECOVERY NOTE BY US POWER SQUADRON 1998
 HT0964'RECOVERED IN GOOD CONDITION.
 HT0964
 HT0964                          STATION RECOVERY (2006)
 HT0964
 HT0964'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HT0964'RECOVERED IN GOOD CONDITION BY HANSOHN AT N 37  53.896 W 122  18.099.
 HT0964'MARK IS LOCATED IN FRONT OF THE SIGN FOR THE ORIENTATION CENTER FOR
 HT0964'THE BLIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0105 ***********************************************************************
 DY0105  DESIGNATION -  1 C OF LB
 DY0105  PID         -  DY0105
 DY0105  STATE/COUNTY-  CA/LOS ANGELES
 DY0105  USGS QUAD   -  LONG BEACH (1981)
 DY0105
 DY0105                         *CURRENT SURVEY CONTROL
 DY0105  ___________________________________________________________________
 DY0105* NAD 83(1986)-  33 46 00.     (N)    118 12 59.     (W)     SCALED    
 DY0105* NAVD 88     -        -1.24   (+/-2cm)      -4.1    (feet)  VERTCON   
 DY0105  ___________________________________________________________________
 DY0105  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0105  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0105
 DY0105.The horizontal coordinates were scaled from a topographic map and have
 DY0105.an estimated accuracy of +/- 6 seconds.
 DY0105
 DY0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0105.The vertical order pertains to the NGVD 29 superseded value.
 DY0105
 DY0105.The geoid height was determined by GEOID03.
 DY0105
 DY0105;                    North         East    Units  Estimated Accuracy
 DY0105;SPC CA 5     -   529,600.    1,979,950.      MT  (+/- 180 meters Scaled)
 DY0105
 DY0105                          SUPERSEDED SURVEY CONTROL
 DY0105
 DY0105  NGVD 29 (??/??/92)   -2.052  (m)           -6.73   (f) ADJ UNCH    1 2
 DY0105
 DY0105.Superseded values are not recommended for survey control.
 DY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0105.See file dsdata.txt to determine how the superseded data were derived.
 DY0105
 DY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT873369(NAD 83)
 DY0105_MARKER: Z = SEE DESCRIPTION
 DY0105_SETTING: 0 = UNSPECIFIED SETTING
 DY0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0105
 DY0105  HISTORY     - Date     Condition        Report By
 DY0105  HISTORY     - UNK      MONUMENTED       CA1970
 DY0105  HISTORY     - 1945     GOOD             NGS
 DY0105  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0105
 DY0105                          STATION DESCRIPTION
 DY0105
 DY0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0105'AT LONG BEACH.
 DY0105'AT LONG BEACH AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0105'WATER STREET AND OCEAN BOULEVARD, 2.2 FEET NORTH OF THE NORTH
 DY0105'CURB OF OCEAN BOULEVARD, 9.0 FEET EAST OF A FIRE PLUG, 5.0 FEET
 DY0105'EAST OF POWER POLE NO.218201E.  MARK IS SET IN CONCRETE ABOUT
 DY0105'0.5 FOOT BELOW THE GROUND LEVEL ACCESS TO WHICH IS HAD THROUGH
 DY0105'A 6 INCH IRON PIPE WITH A CAST IRON COVER MARKED LBBM.  THE TOP
 DY0105'OF A ROUNDED BRASS KNOB.
 DY0105
 DY0105                          STATION RECOVERY (1961)
 DY0105
 DY0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1760 ***********************************************************************
 HT1760  DESIGNATION -  1 C OF SR
 HT1760  PID         -  HT1760
 HT1760  STATE/COUNTY-  CA/MARIN
 HT1760  USGS QUAD   -  SAN RAFAEL (1995)
 HT1760
 HT1760                         *CURRENT SURVEY CONTROL
 HT1760  ___________________________________________________________________
 HT1760* NAD 83(1986)-  37 58 22.     (N)    122 31 25.     (W)     SCALED    
 HT1760* NAVD 88     -         4.70   (+/-2cm)      15.4    (feet)  VERTCON   
 HT1760  ___________________________________________________________________
 HT1760  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HT1760  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1760
 HT1760.The horizontal coordinates were scaled from a topographic map and have
 HT1760.an estimated accuracy of +/- 6 seconds.
 HT1760
 HT1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1760.The vertical order pertains to the NGVD 29 superseded value.
 HT1760
 HT1760.The geoid height was determined by GEOID03.
 HT1760
 HT1760;                    North         East    Units  Estimated Accuracy
 HT1760;SPC CA 3     -   665,370.    1,822,220.      MT  (+/- 180 meters Scaled)
 HT1760
 HT1760                          SUPERSEDED SURVEY CONTROL
 HT1760
 HT1760  NGVD 29 (??/??/92)    3.885  (m)           12.75   (f) ADJ UNCH    1 2
 HT1760
 HT1760.Superseded values are not recommended for survey control.
 HT1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1760.See file dsdata.txt to determine how the superseded data were derived.
 HT1760
 HT1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH418029(NAD 83)
 HT1760_MARKER: Z = SEE DESCRIPTION
 HT1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1760_SP_SET: FIRE HYDRANT
 HT1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1760
 HT1760  HISTORY     - Date     Condition        Report By
 HT1760  HISTORY     - UNK      MONUMENTED       CA3410
 HT1760  HISTORY     - 1951     GOOD             NGS
 HT1760  HISTORY     - 1964     GOOD             NGS
 HT1760
 HT1760                          STATION DESCRIPTION
 HT1760
 HT1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1760'AT SAN RAFAEL.
 HT1760'AT SAN RAFAEL, AT THE INTERSECTION OF FOURTH STREET AND
 HT1760'LINCOLN AVENUE, 22 FEET WEST OF THE WEST CURB OF LINCOLN
 HT1760'AVENUE, 1 1/2 FEET SOUTH OF THE SOUTH CURB OF FOURTH STREET,
 HT1760'AND SET 2.5 FEET ABOVE THE SIDEWALK, IN THE TOP OF A FIRE
 HT1760'HYDRANT.
 HT1760
 HT1760                          STATION RECOVERY (1964)
 HT1760
 HT1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HT1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0111 ***********************************************************************
 HT0111  DESIGNATION -  1 C OF WC
 HT0111  PID         -  HT0111
 HT0111  STATE/COUNTY-  CA/CONTRA COSTA
 HT0111  USGS QUAD   -  WALNUT CREEK (1995)
 HT0111
 HT0111                         *CURRENT SURVEY CONTROL
 HT0111  ___________________________________________________________________
 HT0111* NAD 83(1986)-  37 54 24.     (N)    122 03 51.     (W)     SCALED    
 HT0111* NAVD 88     -        50.51   (+/-2cm)     165.7    (feet)  VERTCON   
 HT0111  ___________________________________________________________________
 HT0111  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HT0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0111
 HT0111.The horizontal coordinates were scaled from a topographic map and have
 HT0111.an estimated accuracy of +/- 6 seconds.
 HT0111
 HT0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0111.The vertical order pertains to the NGVD 29 superseded value.
 HT0111
 HT0111.The geoid height was determined by GEOID03.
 HT0111
 HT0111;                    North         East    Units  Estimated Accuracy
 HT0111;SPC CA 3     -   657,260.    1,862,460.      MT  (+/- 180 meters Scaled)
 HT0111
 HT0111                          SUPERSEDED SURVEY CONTROL
 HT0111
 HT0111  NGVD 29 (??/??/92)   49.696  (m)          163.04   (f) ADJ UNCH    1 2
 HT0111
 HT0111.Superseded values are not recommended for survey control.
 HT0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0111.See file dsdata.txt to determine how the superseded data were derived.
 HT0111
 HT0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG822958(NAD 83)
 HT0111_MARKER: DD = SURVEY DISK
 HT0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0111+STABILITY: SURFACE MOTION
 HT0111
 HT0111  HISTORY     - Date     Condition        Report By
 HT0111  HISTORY     - UNK      MONUMENTED       CA4070
 HT0111  HISTORY     - 1958     GOOD             NGS
 HT0111  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0111
 HT0111                          STATION DESCRIPTION
 HT0111
 HT0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0111'AT WALNUT CREEK.
 HT0111'AT WALNUT CREEK, 225 FEET NORTHEAST OF THE CENTER OF THE
 HT0111'INTERSECTION OF NORTH MAIN STREET AND YGNACIO VALLEY ROAD, ALONG
 HT0111'THE CENTER LINE OF THE ROAD, IN A WELL, AND SET IN THE TOP OF A
 HT0111'CONCRETE POST 1 FOOT UNDERGROUND.  AN 8-INCH CAST IRON PLATE
 HT0111'SCRIBED CITY MONUMENT COVERS THE MARK.
 HT0111
 HT0111                          STATION RECOVERY (1987)
 HT0111
 HT0111'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3252 ***********************************************************************
 GU3252  DESIGNATION -  1 CADH
 GU3252  PID         -  GU3252
 GU3252  STATE/COUNTY-  CA/MONTEREY
 GU3252  USGS QUAD   -  MONTEREY (1983)
 GU3252
 GU3252                         *CURRENT SURVEY CONTROL
 GU3252  ___________________________________________________________________
 GU3252* NAD 83(1986)-  36 34 36.     (N)    121 54 17.     (W)     SCALED    
 GU3252* NAVD 88     -       118.511  (meters)     388.81   (feet)  ADJUSTED  
 GU3252  ___________________________________________________________________
 GU3252  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 GU3252  DYNAMIC HT  -         118.419 (meters)     388.51  (feet)  COMP
 GU3252  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 GU3252
 GU3252  VERT ORDER  -  FIRST     CLASS I
 GU3252
 GU3252.The horizontal coordinates were scaled from a topographic map and have
 GU3252.an estimated accuracy of +/- 6 seconds.
 GU3252
 GU3252.The orthometric height was determined by differential leveling
 GU3252.and adjusted in June 1991.
 GU3252
 GU3252.The geoid height was determined by GEOID03.
 GU3252
 GU3252.The dynamic height is computed by dividing the NAVD 88
 GU3252.geopotential number by the normal gravity value computed on the
 GU3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU3252.degrees latitude (g = 980.6199 gals.).
 GU3252
 GU3252.The modeled gravity was interpolated from observed gravity values.
 GU3252
 GU3252;                    North         East    Units  Estimated Accuracy
 GU3252;SPC CA 4     -   641,890.    1,740,070.      MT  (+/- 180 meters Scaled)
 GU3252
 GU3252                          SUPERSEDED SURVEY CONTROL
 GU3252
 GU3252  NGVD 29 (10/21/93)  117.671  (m)          386.06   (f) ADJUSTED    1 1
 GU3252
 GU3252.Superseded values are not recommended for survey control.
 GU3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3252.See file dsdata.txt to determine how the superseded data were derived.
 GU3252
 GU3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF979484(NAD 83)
 GU3252_MARKER: DB = BENCH MARK DISK
 GU3252_SETTING: 0 = UNSPECIFIED SETTING
 GU3252_STAMPING: 1 CALIFORNIA DIVISION OF HIGHWAYS
 GU3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU3252
 GU3252  HISTORY     - Date     Condition        Report By
 GU3252  HISTORY     - UNK      MONUMENTED       CADH
 GU3252  HISTORY     - 1978     GOOD             NGS
 GU3252
 GU3252                          STATION DESCRIPTION
 GU3252
 GU3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GU3252'IN MONTEREY.
 GU3252'IN MONTEREY ON THE NORTH BOUND LANE OF STATE HIGHWAY 1, 0.1 MILE
 GU3252'SOUTH OF MONTEREY EXIT SIGN, 18 FEET SOUTH OF THE HIGHWAY SIGN,
 GU3252'CALIFORNIA 1 NORTH 68 EAST, 4 FEET NORTHWEST OF SOUTHEAST CURB,
 GU3252'THE MARK IS ENCASED IN A IRON PIPE WITH ROUND TOP, FLUSH WITH THE
 GU3252'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1071 ***********************************************************************
 DC1071  DESIGNATION -  1 CADPW
 DC1071  PID         -  DC1071
 DC1071  STATE/COUNTY-  CA/SAN DIEGO
 DC1071  USGS QUAD   -  LA JOLLA (1975)
 DC1071
 DC1071                         *CURRENT SURVEY CONTROL
 DC1071  ___________________________________________________________________
 DC1071* NAD 83(1986)-  32 52 28.     (N)    117 08 23.     (W)     SCALED    
 DC1071* NAVD 88     -       140.77   (+/-2cm)     461.8    (feet)  VERTCON   
 DC1071  ___________________________________________________________________
 DC1071  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DC1071  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1071
 DC1071.The horizontal coordinates were scaled from a topographic map and have
 DC1071.an estimated accuracy of +/- 6 seconds.
 DC1071
 DC1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1071.The vertical order pertains to the NGVD 29 superseded value.
 DC1071
 DC1071.The geoid height was determined by GEOID03.
 DC1071
 DC1071;                    North         East    Units  Estimated Accuracy
 DC1071;SPC CA 6     -   578,850.    1,916,740.      MT  (+/- 180 meters Scaled)
 DC1071
 DC1071                          SUPERSEDED SURVEY CONTROL
 DC1071
 DC1071  NGVD 29 (??/??/??)  140.124  (m)          459.72   (f) ADJUSTED    1 2
 DC1071
 DC1071.Superseded values are not recommended for survey control.
 DC1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1071.See file dsdata.txt to determine how the superseded data were derived.
 DC1071
 DC1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS869373(NAD 83)
 DC1071_MARKER: Z = SEE DESCRIPTION
 DC1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC1071_SP_SET: BUILDING
 DC1071_STAMPING: B M 1
 DC1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1071
 DC1071  HISTORY     - Date     Condition        Report By
 DC1071  HISTORY     - UNK      MONUMENTED       CADPW
 DC1071  HISTORY     - 1955     GOOD             NGS
 DC1071
 DC1071                          STATION DESCRIPTION
 DC1071
 DC1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1071'AT MIRAMAR NAAS.
 DC1071'AT MIRAMAR NAVAL AUXILIARY AIR STATION, IN THE AEROLOGICAL OFFICE
 DC1071'OF BUILDING K-211, A COPPER PLATE SCREWED TO THE WALL, 3.9 FEET
 DC1071'ABOVE THE FLOOR, AND 0.8 FOOT ABOVE THE BASE OF THE BAROMETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0312 ***********************************************************************
 DC0312  DESIGNATION -  1 CAHD
 DC0312  PID         -  DC0312
 DC0312  STATE/COUNTY-  CA/SAN DIEGO
 DC0312  USGS QUAD   -  DULZURA (1988)
 DC0312
 DC0312                         *CURRENT SURVEY CONTROL
 DC0312  ___________________________________________________________________
 DC0312* NAD 83(1986)-  32 40 02.     (N)    116 49 26.     (W)     SCALED    
 DC0312* NAVD 88     -       219.20   (+/-2cm)     719.2    (feet)  VERTCON   
 DC0312  ___________________________________________________________________
 DC0312  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DC0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0312
 DC0312.The horizontal coordinates were scaled from a topographic map and have
 DC0312.an estimated accuracy of +/- 6 seconds.
 DC0312
 DC0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0312.The vertical order pertains to the NGVD 29 superseded value.
 DC0312
 DC0312.The geoid height was determined by GEOID03.
 DC0312
 DC0312;                    North         East    Units  Estimated Accuracy
 DC0312;SPC CA 6     -   555,660.    1,946,170.      MT  (+/- 180 meters Scaled)
 DC0312
 DC0312                          SUPERSEDED SURVEY CONTROL
 DC0312
 DC0312  NGVD 29 (??/??/??)  218.535  (m)          716.98   (f) ADJUSTED    2 0
 DC0312
 DC0312.Superseded values are not recommended for survey control.
 DC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0312.See file dsdata.txt to determine how the superseded data were derived.
 DC0312
 DC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS165144(NAD 83)
 DC0312_MARKER: R = RIVET
 DC0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0312_SP_SET: BRIDGE CURB
 DC0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0312
 DC0312  HISTORY     - Date     Condition        Report By
 DC0312  HISTORY     - UNK      MONUMENTED       CGS
 DC0312  HISTORY     - 1955     GOOD             NGS
 DC0312
 DC0312                          STATION DESCRIPTION
 DC0312
 DC0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0312'3.5 MI NW FROM DULZURA.
 DC0312'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 DC0312'AT DULZURA, 5.0 MILES SOUTHEAST OF JAMUL, AT LARGE CONCRETE
 DC0312'BRIDGE 57.241 OVER DULZURA CREEK, IN THE TOP OF THE SOUTHEAST
 DC0312'CONCRETE CURB, 13.7 FEET NORTHEAST OF THE CENTER LINE OF THE
 DC0312'HIGHWAY, 14.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE CURB,
 DC0312'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0219 ***********************************************************************
 DZ0219  DESIGNATION -  1 CAHD
 DZ0219  PID         -  DZ0219
 DZ0219  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0219  USGS QUAD   -  ZACA CREEK (1959)
 DZ0219
 DZ0219                         *CURRENT SURVEY CONTROL
 DZ0219  ___________________________________________________________________
 DZ0219* NAD 83(1986)-  34 42 37.     (N)    120 10 42.     (W)     SCALED    
 DZ0219* NAVD 88     -       289.23   (+/-2cm)     948.9    (feet)  VERTCON   
 DZ0219  ___________________________________________________________________
 DZ0219  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DZ0219  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0219
 DZ0219.The horizontal coordinates were scaled from a topographic map and have
 DZ0219.an estimated accuracy of +/- 6 seconds.
 DZ0219
 DZ0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0219.The vertical order pertains to the NGVD 29 superseded value.
 DZ0219
 DZ0219.The geoid height was determined by GEOID03.
 DZ0219
 DZ0219;                    North         East    Units  Estimated Accuracy
 DZ0219;SPC CA 5     -   636,410.    1,800,480.      MT  (+/- 180 meters Scaled)
 DZ0219
 DZ0219                          SUPERSEDED SURVEY CONTROL
 DZ0219
 DZ0219  NGVD 29 (??/??/92)  288.412  (m)          946.23   (f) ADJ UNCH    1 2
 DZ0219
 DZ0219.Superseded values are not recommended for survey control.
 DZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0219.See file dsdata.txt to determine how the superseded data were derived.
 DZ0219
 DZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD584445(NAD 83)
 DZ0219_MARKER: DD = SURVEY DISK
 DZ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0219_STAMPING: 1
 DZ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0219+STABILITY: SURFACE MOTION
 DZ0219
 DZ0219  HISTORY     - Date     Condition        Report By
 DZ0219  HISTORY     - UNK      MONUMENTED       CADH
 DZ0219  HISTORY     - 1956     GOOD             NGS
 DZ0219
 DZ0219                          STATION DESCRIPTION
 DZ0219
 DZ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0219'6.2 MI SE FROM LOS ALAMOS.
 DZ0219'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 DZ0219'AT, LOS ALAMOS, 0.2 MILE NORTHWEST OF A SUMMIT, AT THE INTERSECTION
 DZ0219'OF A DRIVEWAY LEADING SOUTH TO A WELL AND A DRIVEWAY LEADING
 DZ0219'NORTH TO A STEEL-PIPE-GATE, 244 FEET EAST OF THE APPROXIMATE
 DZ0219'CENTER OF CONNECTING ROAD FOR HIGHWAY LANES, 83.3 FEET NORTH OF
 DZ0219'THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 70.4 FEET
 DZ0219'SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 DZ0219'49 1/2 FEET SOUTH OF A LONE 30-INCH OAK TREE, 1.3 FEET EAST OF
 DZ0219'STEEL POST SUPPORTING A CR 277+96.58 50 LT SIGN, 0.7 FOOT WEST
 DZ0219'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE NORTH BOUND LANES,
 DZ0219'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3318 ***********************************************************************
 HS3318  DESIGNATION -  1 CAHD
 HS3318  PID         -  HS3318
 HS3318  STATE/COUNTY-  CA/SANTA CLARA
 HS3318  USGS QUAD   -  GILROY (1993)
 HS3318
 HS3318                         *CURRENT SURVEY CONTROL
 HS3318  ___________________________________________________________________
 HS3318* NAD 83(1986)-  37 00 15.     (N)    121 33 16.     (W)     SCALED    
 HS3318* NAVD 88     -        57.70   (+/-2cm)     189.3    (feet)  VERTCON   
 HS3318  ___________________________________________________________________
 HS3318  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HS3318  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3318
 HS3318.The horizontal coordinates were scaled from a topographic map and have
 HS3318.an estimated accuracy of +/- 6 seconds.
 HS3318
 HS3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3318.The vertical order pertains to the NGVD 29 superseded value.
 HS3318
 HS3318.The geoid height was determined by GEOID03.
 HS3318
 HS3318;                    North         East    Units  Estimated Accuracy
 HS3318;SPC CA 3     -   556,480.    1,906,150.      MT  (+/- 180 meters Scaled)
 HS3318
 HS3318                          SUPERSEDED SURVEY CONTROL
 HS3318
 HS3318  NGVD 29 (??/??/92)   56.86   (m)          186.5    (f) COMPUTED    1 2
 HS3318
 HS3318.Superseded values are not recommended for survey control.
 HS3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3318.See file dsdata.txt to determine how the superseded data were derived.
 HS3318
 HS3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF286963(NAD 83)
 HS3318_MARKER: Z = SEE DESCRIPTION
 HS3318_SETTING: 0 = UNSPECIFIED SETTING
 HS3318_STAMPING: BM ICSHD 186.742
 HS3318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3318
 HS3318  HISTORY     - Date     Condition        Report By
 HS3318  HISTORY     - UNK      MONUMENTED       CADH
 HS3318  HISTORY     - 1954     MARK NOT FOUND   NGS
 HS3318
 HS3318                          STATION DESCRIPTION
 HS3318
 HS3318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS3318'0.8 MI E FROM GILROY.
 HS3318'IN SANTA CLARA COUNTY, CALIF., 0.8 MILE EAST ALONG THE GILROY-LOS
 HS3318'BANOS HIGHWAY FROM U.S. HIGHWAY 101, GILROY, AT A TRANSMISSION
 HS3318'TOWER LINE CROSSING, AND AT THE NORTHEAST CORNER OF A STEEL
 HS3318'TRANSMISSION TOWER, 70 FEET SOUTH OF THE CENTER LINE OF THE
 HS3318'GILROY-LOS BANOS HIGHWAY.  THE TOP OF AN ANGLE PLATE, STAMPED
 HS3318'BM ICSHD 186.742 ON THE NORTH FACE AND 1 FOOT ABOVE THE GROUND.
 HS3318'NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT
 HS3318'RECOVERED.  A ROAD HAS BEEN BUILT ON THE EAST SIDE OF THE TOWER AND
 HS3318'MARK PROBABLY WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1630 ***********************************************************************
 HT1630  DESIGNATION -  1 CAHD
 HT1630  PID         -  HT1630
 HT1630  STATE/COUNTY-  CA/SANTA CLARA
 HT1630  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1630
 HT1630                         *CURRENT SURVEY CONTROL
 HT1630  ___________________________________________________________________
 HT1630* NAD 83(1986)-  37 24 41.     (N)    122 04 40.     (W)     SCALED    
 HT1630* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 HT1630  ___________________________________________________________________
 HT1630  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1630  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1630
 HT1630.The horizontal coordinates were scaled from a topographic map and have
 HT1630.an estimated accuracy of +/- 6 seconds.
 HT1630
 HT1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1630.The vertical order pertains to the NGVD 29 superseded value.
 HT1630
 HT1630.The geoid height was determined by GEOID03.
 HT1630
 HT1630;                    North         East    Units  Estimated Accuracy
 HT1630;SPC CA 3     -   602,320.    1,860,330.      MT  (+/- 180 meters Scaled)
 HT1630
 HT1630                          SUPERSEDED SURVEY CONTROL
 HT1630
 HT1630  NGVD 29 (??/??/92)    8.908  (m)           29.23   (f) ADJ UNCH    1 2
 HT1630
 HT1630.Superseded values are not recommended for survey control.
 HT1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1630.See file dsdata.txt to determine how the superseded data were derived.
 HT1630
 HT1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG816409(NAD 83)
 HT1630_MARKER: DD = SURVEY DISK
 HT1630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1630_SP_SET: CONCRETE DRAIN
 HT1630_STAMPING: 1
 HT1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1630
 HT1630  HISTORY     - Date     Condition        Report By
 HT1630  HISTORY     - UNK      MONUMENTED       CADH
 HT1630  HISTORY     - 1960     GOOD             NGS
 HT1630
 HT1630                          STATION DESCRIPTION
 HT1630
 HT1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HT1630'0.8 MI W FROM MOFFETT FIELD.
 HT1630'0.8 MILE WEST ALONG BAYSHORE HIGHWAY FROM THE MAIN GATE AT
 HT1630'MOFFETT FIELD, IN TOP OF THE NORTHWEST CORNER OF A 3-BY 4-FOOT
 HT1630'CONCRETE DRAIN, 27.7 FEET SOUTH OF THE CENTER LINE OF THE EAST
 HT1630'BOUND LANES OF THE HIGHWAY, 171.5 FEET EAST OF THE CENTER LINE
 HT1630'OF STEARLING ROAD, AND 0.7 FOOT EAST OF THE WEST END OF THE
 HT1630'DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0626 ***********************************************************************
 KS0626  DESIGNATION -  1 CAHD
 KS0626  PID         -  KS0626
 KS0626  STATE/COUNTY-  CA/BUTTE
 KS0626  USGS QUAD   -  BERRY CREEK (1994)
 KS0626
 KS0626                         *CURRENT SURVEY CONTROL
 KS0626  ___________________________________________________________________
 KS0626* NAD 83(1986)-  39 44 52.     (N)    121 29 00.     (W)     SCALED    
 KS0626* NAVD 88     -       674.301  (meters)    2212.27   (feet)  ADJUSTED  
 KS0626  ___________________________________________________________________
 KS0626  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 KS0626  DYNAMIC HT  -         673.835 (meters)    2210.74  (feet)  COMP
 KS0626  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 KS0626
 KS0626  VERT ORDER  -  FIRST     CLASS II
 KS0626
 KS0626.The horizontal coordinates were scaled from a topographic map and have
 KS0626.an estimated accuracy of +/- 6 seconds.
 KS0626
 KS0626.The orthometric height was determined by differential leveling
 KS0626.and adjusted in June 1991.
 KS0626
 KS0626.The geoid height was determined by GEOID03.
 KS0626
 KS0626.The dynamic height is computed by dividing the NAVD 88
 KS0626.geopotential number by the normal gravity value computed on the
 KS0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0626.degrees latitude (g = 980.6199 gals.).
 KS0626
 KS0626.The modeled gravity was interpolated from observed gravity values.
 KS0626
 KS0626;                    North         East    Units  Estimated Accuracy
 KS0626;SPC CA 2     -   731,150.    2,044,280.      MT  (+/- 180 meters Scaled)
 KS0626
 KS0626                          SUPERSEDED SURVEY CONTROL
 KS0626
 KS0626  NGVD 29 (??/??/??)  673.534  (m)         2209.75   (f) ADJUSTED    1 2
 KS0626
 KS0626.Superseded values are not recommended for survey control.
 KS0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0626.See file dsdata.txt to determine how the superseded data were derived.
 KS0626
 KS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK299008(NAD 83)
 KS0626_MARKER: DD = SURVEY DISK
 KS0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0626_SP_SET: CULVERT
 KS0626_STAMPING: 2217.23
 KS0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0626
 KS0626  HISTORY     - Date     Condition        Report By
 KS0626  HISTORY     - UNK      MONUMENTED       CADH
 KS0626  HISTORY     - 1952     GOOD             NGS
 KS0626  HISTORY     - 1970     MARK NOT FOUND   USGS
 KS0626
 KS0626                          STATION DESCRIPTION
 KS0626
 KS0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0626'5.5 MI SW FROM PULGA.
 KS0626'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0626'PULGA, THENCE 4.85 MILES SOUTHWEST ALONG STATE HIGHWAY 24,
 KS0626'NORTH AND ACROSS THE HIGHWAY FROM THE GRAND VIEW LODGE, IN THE
 KS0626'TOP OF THE SOUTHEAST CORNER OF A SQUARE CONCRETE DRAIN BOX
 KS0626'NO. C 51+37, 0.3 FOOT NORTHWEST OF THE SOUTHEAST EDGE, 0.2 FOOT
 KS0626'SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE BOX, 16.0 FEET
 KS0626'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 KS0626'WITH THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S.
 KS0626'HIGHWAY 40 ALTERNATE.
 KS0626
 KS0626                          STATION RECOVERY (1970)
 KS0626
 KS0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KS0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1283 ***********************************************************************
 HS1283  DESIGNATION -  1 CAHD
 HS1283  PID         -  HS1283
 HS1283  STATE/COUNTY-  CA/MERCED
 HS1283  USGS QUAD   -  BLISS RANCH (1977)
 HS1283
 HS1283                         *CURRENT SURVEY CONTROL
 HS1283  ___________________________________________________________________
 HS1283* NAD 83(1986)-  37 06 07.     (N)    120 29 33.     (W)     SCALED    
 HS1283* NAVD 88     -        41.25   (+/-2cm)     135.3    (feet)  VERTCON   
 HS1283  ___________________________________________________________________
 HS1283  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 HS1283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1283
 HS1283.The horizontal coordinates were scaled from a topographic map and have
 HS1283.an estimated accuracy of +/- 6 seconds.
 HS1283
 HS1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1283.The vertical order pertains to the NGVD 29 superseded value.
 HS1283
 HS1283.The geoid height was determined by GEOID03.
 HS1283
 HS1283;                    North         East    Units  Estimated Accuracy
 HS1283;SPC CA 3     -   566,810.    2,000,670.      MT  (+/- 180 meters Scaled)
 HS1283
 HS1283                          SUPERSEDED SURVEY CONTROL
 HS1283
 HS1283  NGVD 29 (??/??/92)   40.565  (m)          133.09   (f) ADJ UNCH    2 0
 HS1283
 HS1283.Superseded values are not recommended for survey control.
 HS1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1283.See file dsdata.txt to determine how the superseded data were derived.
 HS1283
 HS1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG228091(NAD 83)
 HS1283_MARKER: DD = SURVEY DISK
 HS1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1283_SP_SET: CULVERT
 HS1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1283
 HS1283  HISTORY     - Date     Condition        Report By
 HS1283  HISTORY     - UNK      MONUMENTED       CADH
 HS1283  HISTORY     - 1972     GOOD             NGS
 HS1283
 HS1283                          STATION DESCRIPTION
 HS1283
 HS1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1283'2.3 MI S FROM EL NIDO.
 HS1283'2.3 MILES SOUTH ALONG MERCED COUNTY ROUTE 123 FROM THE GRAMMER
 HS1283'SCHOOL AT EL NIDO, AT 8-BY 3-FOOT CONCRETE BOX CULVERT 64/20,
 HS1283'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 HS1283'WALL, 20 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 HS1283'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0116 ***********************************************************************
 HT0116  DESIGNATION -  1 CC CO
 HT0116  PID         -  HT0116
 HT0116  STATE/COUNTY-  CA/CONTRA COSTA
 HT0116  USGS QUAD   -  WALNUT CREEK (1995)
 HT0116
 HT0116                         *CURRENT SURVEY CONTROL
 HT0116  ___________________________________________________________________
 HT0116* NAD 83(1986)-  37 55 35.     (N)    122 03 44.     (W)     SCALED    
 HT0116* NAVD 88     -        32.92   (+/-2cm)     108.0    (feet)  VERTCON   
 HT0116  ___________________________________________________________________
 HT0116  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HT0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0116
 HT0116.The horizontal coordinates were scaled from a topographic map and have
 HT0116.an estimated accuracy of +/- 6 seconds.
 HT0116
 HT0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0116.The vertical order pertains to the NGVD 29 superseded value.
 HT0116
 HT0116.The geoid height was determined by GEOID03.
 HT0116
 HT0116;                    North         East    Units  Estimated Accuracy
 HT0116;SPC CA 3     -   659,450.    1,862,670.      MT  (+/- 180 meters Scaled)
 HT0116
 HT0116                          SUPERSEDED SURVEY CONTROL
 HT0116
 HT0116  NGVD 29 (??/??/92)   32.108  (m)          105.34   (f) ADJ UNCH    1 2
 HT0116
 HT0116.Superseded values are not recommended for survey control.
 HT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0116.See file dsdata.txt to determine how the superseded data were derived.
 HT0116
 HT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG824980(NAD 83)
 HT0116_MARKER: DD = SURVEY DISK
 HT0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0116_STAMPING: CONTROL MON CC CO
 HT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0116+STABILITY: SURFACE MOTION
 HT0116
 HT0116  HISTORY     - Date     Condition        Report By
 HT0116  HISTORY     - UNK      MONUMENTED       CA-013
 HT0116  HISTORY     - 1958     GOOD             NGS
 HT0116  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0116
 HT0116                          STATION DESCRIPTION
 HT0116
 HT0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0116'1.8 MI N FROM WALNUT CREEK.
 HT0116'1.8 MILES NORTH ALONG NORTH MAIN STREET FROM THE CITY HALL AT
 HT0116'WALNUT CREEK, 84 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 HT0116'GEARY ROAD, 3 1/2 FEET SOUTH OF THE CENTER LINE OF GEARY ROAD,
 HT0116'1 1/2 FEET UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 HT0116'NOTE-- ACCESS TO THE MARK MAY BE HAD THROUGH A 12-INCH CAST IRON
 HT0116'COVER BEARING THE WORD MONUMENT.
 HT0116
 HT0116                          STATION RECOVERY (1987)
 HT0116
 HT0116'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0745 ***********************************************************************
 DZ0745  DESIGNATION -  1 CCMR
 DZ0745  PID         -  DZ0745
 DZ0745  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0745  USGS QUAD   -  SURF (1974)
 DZ0745
 DZ0745                         *CURRENT SURVEY CONTROL
 DZ0745  ___________________________________________________________________
 DZ0745* NAD 83(1986)-  34 39 55.     (N)    120 33 17.     (W)     SCALED    
 DZ0745* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 DZ0745  ___________________________________________________________________
 DZ0745  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DZ0745  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0745
 DZ0745.The horizontal coordinates were scaled from a topographic map and have
 DZ0745.an estimated accuracy of +/- 6 seconds.
 DZ0745
 DZ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0745.The vertical order pertains to the NGVD 29 superseded value.
 DZ0745
 DZ0745.The geoid height was determined by GEOID03.
 DZ0745
 DZ0745;                    North         East    Units  Estimated Accuracy
 DZ0745;SPC CA 5     -   632,230.    1,765,880.      MT  (+/- 180 meters Scaled)
 DZ0745
 DZ0745                          SUPERSEDED SURVEY CONTROL
 DZ0745
 DZ0745  NGVD 29 (??/??/92)    8.758  (m)           28.73   (f) ADJ UNCH    1 2
 DZ0745
 DZ0745.Superseded values are not recommended for survey control.
 DZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0745.See file dsdata.txt to determine how the superseded data were derived.
 DZ0745
 DZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD240386(NAD 83)
 DZ0745_MARKER: P = PIPE CAP
 DZ0745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0745_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0745
 DZ0745  HISTORY     - Date     Condition        Report By
 DZ0745  HISTORY     - UNK      MONUMENTED       DOD
 DZ0745  HISTORY     - 1958     GOOD             NGS
 DZ0745  HISTORY     - 1959     GOOD             NGS
 DZ0745
 DZ0745                          STATION DESCRIPTION
 DZ0745
 DZ0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DZ0745'3.1 MI ESE FROM SURF.
 DZ0745'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT
 DZ0745'SURF GO EASTERLY ON STATE HIGHWAY 150 FOR 4.0 MILES TO THE MARK
 DZ0745'ON THE RIGHT.  IT IS 38 FEET SOUTH OF THE INTERSECTION OF THE
 DZ0745'CENTERLINES OF STATE HIGHWAY 150 AND RENWICK AVENUE, 30 FEET
 DZ0745'WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 150, 1 FOOT
 DZ0745'NORTH OF A STANDARD WITNESS POST, AND 0.5 FOOT SOUTHWEST OF A
 DZ0745'FENCELINE.  SCREWED ONTO THE UPPER END OF A LENGTH OF 2-INCH
 DZ0745'DIAMETER IRON PIPE SET IN A 10-INCH DIAMETER CYLINDRICAL CONCRETE
 DZ0745'MONUMENT, AND PROJECTS 16 INCHES.  NOTE-- THERE IS NO STAMPING
 DZ0745'ON THIS MARK, THE 1942 WAS REPORTED IN THE ORIGINAL DESCRITION
 DZ0745'IS CAST INTO THE CAP AS ARE THE WORDS CAMP COOK MILITARY
 DZ0745'RESERVATION.
 DZ0745
 DZ0745                          STATION RECOVERY (1959)
 DZ0745
 DZ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DZ0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1027 ***********************************************************************
 DC1027  DESIGNATION -  1 CSPC
 DC1027  PID         -  DC1027
 DC1027  STATE/COUNTY-  CA/SAN DIEGO
 DC1027  USGS QUAD   -  LA JOLLA (1975)
 DC1027
 DC1027                         *CURRENT SURVEY CONTROL
 DC1027  ___________________________________________________________________
 DC1027* NAD 83(1986)-  32 46 48.     (N)    117 14 08.     (W)     SCALED    
 DC1027* NAVD 88     -        11.10   (+/-2cm)      36.4    (feet)  VERTCON   
 DC1027  ___________________________________________________________________
 DC1027  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DC1027  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1027
 DC1027.The horizontal coordinates were scaled from a topographic map and have
 DC1027.an estimated accuracy of +/- 6 seconds.
 DC1027
 DC1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1027.The vertical order pertains to the NGVD 29 superseded value.
 DC1027
 DC1027.The geoid height was determined by GEOID03.
 DC1027
 DC1027;                    North         East    Units  Estimated Accuracy
 DC1027;SPC CA 6     -   568,460.    1,907,670.      MT  (+/- 180 meters Scaled)
 DC1027
 DC1027                          SUPERSEDED SURVEY CONTROL
 DC1027
 DC1027  NGVD 29 (??/??/??)   10.458  (m)           34.31   (f) ADJUSTED    1 2
 DC1027
 DC1027.Superseded values are not recommended for survey control.
 DC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1027.See file dsdata.txt to determine how the superseded data were derived.
 DC1027
 DC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS779269(NAD 83)
 DC1027_MARKER: Z = SEE DESCRIPTION
 DC1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1027_SP_SET: CURB
 DC1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1027
 DC1027  HISTORY     - Date     Condition        Report By
 DC1027  HISTORY     - UNK      MONUMENTED       CASPC
 DC1027  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1027
 DC1027                          STATION DESCRIPTION
 DC1027
 DC1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1027'AT PACIFIC BEACH.
 DC1027'AT THE NORTH END OF MISSION BAY CAUSEWAY, AT THE NORTH END OF THE
 DC1027'NORTH CAUSEWAY BRIDGE, ON THE EAST SIDE OF THE ROAD, AND IN THE
 DC1027'TOP OF THE CURB.  A BRASS PLUG.  NOTE-- A PORTION OF NEW CURB
 DC1027'HAS BEEN IN THIS VICINITY AND THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0010 ***********************************************************************
 DX0010  DESIGNATION -  1 D
 DX0010  PID         -  DX0010
 DX0010  STATE/COUNTY-  CA/RIVERSIDE
 DX0010  USGS QUAD   -  THERMAL CANYON (1972)
 DX0010
 DX0010                         *CURRENT SURVEY CONTROL
 DX0010  ___________________________________________________________________
 DX0010* NAD 83(1986)-  33 44 51.     (N)    116 06 17.     (W)     SCALED    
 DX0010* NAVD 88     -       244.126  (meters)     800.94   (feet)  READJUSTED
 DX0010  ___________________________________________________________________
 DX0010  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DX0010  DYNAMIC HT  -         243.850 (meters)     800.03  (feet)  COMP
 DX0010  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 DX0010  OBS GRAVITY -     979,507.6   (mgal)                       GRAV_OBS
 DX0010
 DX0010  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DX0010
 DX0010.The horizontal coordinates were scaled from a topographic map and have
 DX0010.an estimated accuracy of +/- 6 seconds.
 DX0010
 DX0010.The orthometric height was determined by differential leveling
 DX0010.and adjusted in February 1993.
 DX0010.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DX0010.mark was located on a no-check spur therefore a value was not computed.
 DX0010.The height was derived from older observations constrained to new
 DX0010.heights in a crustal motion area.  The height is approximate in
 DX0010.relation to other heights in its vicinity.
 DX0010.No vertical observational check was made to the station.
 DX0010
 DX0010.The geoid height was determined by GEOID03.
 DX0010
 DX0010.The dynamic height is computed by dividing the NAVD 88
 DX0010.geopotential number by the normal gravity value computed on the
 DX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0010.degrees latitude (g = 980.6199 gals.).
 DX0010
 DX0010.The modeled gravity was interpolated from observed gravity values.
 DX0010.The observed gravity was obtained from relative gravimeter ties
 DX0010.to the IGSN71 gravity network.
 DX0010
 DX0010;                    North         East    Units  Estimated Accuracy
 DX0010;SPC CA 6     -   675,330.    2,013,460.      MT  (+/- 180 meters Scaled)
 DX0010
 DX0010                          SUPERSEDED SURVEY CONTROL
 DX0010
 DX0010  NGVD 29 (??/??/92)  243.448  (m)          798.71   (f) ADJ UNCH    1 1
 DX0010
 DX0010.Superseded values are not recommended for survey control.
 DX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0010.See file dsdata.txt to determine how the superseded data were derived.
 DX0010
 DX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT829345(NAD 83)
 DX0010_MARKER: DD = SURVEY DISK
 DX0010_SETTING: 80 = SET IN A BOULDER
 DX0010_SP_SET: BOULDER
 DX0010_STAMPING: 1 D
 DX0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0010+STABILITY: SURFACE MOTION
 DX0010
 DX0010  HISTORY     - Date     Condition        Report By
 DX0010  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0010  HISTORY     - 1955     GOOD             NGS
 DX0010  HISTORY     - 1968     GOOD             CA-065
 DX0010  HISTORY     - 1978     GOOD             NGS
 DX0010  HISTORY     - 1989     GOOD             USPSQD
 DX0010  HISTORY     - 1991     GOOD             USPSQD
 DX0010
 DX0010                          STATION DESCRIPTION
 DX0010
 DX0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0010'9.6 MI E FROM INDIO.
 DX0010'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0010'PACIFIC COMPANY RAILROAD STATION AT INDIO, THENCE 1.5 MILES
 DX0010'NORTHEAST ALONG U.S. HIGHWAY 60-70, THENCE 2.4 MILES NORTHEAST
 DX0010'ALONG DILLON ROAD, THENCE 3.5 MILES EAST ALONG FARGO CANYON ROAD,
 DX0010'THENCE 0.2 MILE SOUTHEAST ALONG AQUEDUCT ROAD, IN THE TOP OF A
 DX0010'1 1/2- BY 2 1/2-FOOT BOULDER PROJECTING 0.3 FOOT ABOVE THE
 DX0010'GROUND, ABOUT 720 FEET NORTHEAST OF THE CENTER LINE OF AQUEDUCT
 DX0010'ROAD, AND ABOUT 800 FEET NORTHWEST OF BENCH MARK 1 C (MWDSC).
 DX0010
 DX0010                          STATION RECOVERY (1968)
 DX0010
 DX0010'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0010'RECOVERED IN GOOD CONDITION.
 DX0010
 DX0010                          STATION RECOVERY (1978)
 DX0010
 DX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0010'RECOVERED IN GOOD CONDITION.
 DX0010
 DX0010                          STATION RECOVERY (1989)
 DX0010
 DX0010'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0010'RECOVERED IN GOOD CONDITION.
 DX0010
 DX0010                          STATION RECOVERY (1991)
 DX0010
 DX0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (EEM)
 DX0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7041 ***********************************************************************
 EW7041  DESIGNATION -  1 DBK
 EW7041  PID         -  EW7041
 EW7041  STATE/COUNTY-  CA/KERN
 EW7041  USGS QUAD   -  LEBEC (1991)
 EW7041
 EW7041                         *CURRENT SURVEY CONTROL
 EW7041  ___________________________________________________________________
 EW7041* NAD 83(1986)-  34 49 26.     (N)    118 52 30.     (W)     SCALED    
 EW7041* NAVD 88     -      1131.671  (meters)    3712.82   (feet)  ADJUSTED  
 EW7041  ___________________________________________________________________
 EW7041  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EW7041  DYNAMIC HT  -        1130.339 (meters)    3708.45  (feet)  COMP
 EW7041  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 EW7041
 EW7041  VERT ORDER  -  FIRST     CLASS II
 EW7041
 EW7041.The horizontal coordinates were scaled from a topographic map and have
 EW7041.an estimated accuracy of +/- 6 seconds.
 EW7041
 EW7041.The orthometric height was determined by differential leveling
 EW7041.and adjusted in June 1991.
 EW7041
 EW7041.The geoid height was determined by GEOID03.
 EW7041
 EW7041.The dynamic height is computed by dividing the NAVD 88
 EW7041.geopotential number by the normal gravity value computed on the
 EW7041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7041.degrees latitude (g = 980.6199 gals.).
 EW7041
 EW7041.The modeled gravity was interpolated from observed gravity values.
 EW7041
 EW7041;                    North         East    Units  Estimated Accuracy
 EW7041;SPC CA 5     -   647,200.    1,919,960.      MT  (+/- 180 meters Scaled)
 EW7041
 EW7041                          SUPERSEDED SURVEY CONTROL
 EW7041
 EW7041.No superseded survey control is available for this station.
 EW7041
 EW7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU285551(NAD 83)
 EW7041_MARKER: DB = BENCH MARK DISK
 EW7041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW7041_SP_SET: RETAINING WALL
 EW7041_STAMPING: 1 DBK 1983
 EW7041_MARK LOGO: USGS  
 EW7041_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7041+STABILITY: SURFACE MOTION
 EW7041
 EW7041  HISTORY     - Date     Condition        Report By
 EW7041  HISTORY     - 1983     MONUMENTED       USGS
 EW7041  HISTORY     - 1984     GOOD             NGS
 EW7041  HISTORY     - 1985     GOOD             NGS
 EW7041  HISTORY     - 1986     GOOD             NGS
 EW7041  HISTORY     - 1987     GOOD             NGS
 EW7041  HISTORY     - 19970220 MARK NOT FOUND   LOCENG
 EW7041
 EW7041                          STATION DESCRIPTION
 EW7041
 EW7041'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7041'3.8 MI NW FROM GORMAN.
 EW7041'3.8 MILES NORTHWEST ALONG INTERSTATE 5 FROM GORMAN, ABOUT 0.8 MILE
 EW7041'NORTH OF  KERN CO - LOS ANGELES CO BOUNDARY,
 EW7041'AT BRIDGE 50-48R OVER CUDDY CREEK.  13.0
 EW7041'FT WEST OF WEST EDGE OF NORTH LANE OF FREEWAY, 35.0 FT EAST OF EAST
 EW7041'EDGE OF SOUTH BOUND LANE OF FREEWAY, 3.0 FT WEST OF WEST ABUTMENT OF
 EW7041'BRIDGE 50-48R ON NORTH RETAINING WALL OF CHANNEL.  SET IN TOP OF
 EW7041'CONCRETE RETAINING WALL.
 EW7041
 EW7041                          STATION RECOVERY (1984)
 EW7041
 EW7041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7041'RECOVERED IN GOOD CONDITION.
 EW7041
 EW7041                          STATION RECOVERY (1985)
 EW7041
 EW7041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7041'RECOVERED IN GOOD CONDITION.
 EW7041
 EW7041                          STATION RECOVERY (1986)
 EW7041
 EW7041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7041'RECOVERED IN GOOD CONDITION.
 EW7041
 EW7041                          STATION RECOVERY (1987)
 EW7041
 EW7041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7041'RECOVERED IN GOOD CONDITION.
 EW7041
 EW7041                          STATION RECOVERY (1997)
 EW7041
 EW7041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 EW7041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3492 ***********************************************************************
 EV3492  DESIGNATION -  1 DOR
 EV3492  PID         -  EV3492
 EV3492  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3492  USGS QUAD   -  SUNFAIR (1994)
 EV3492
 EV3492                         *CURRENT SURVEY CONTROL
 EV3492  ___________________________________________________________________
 EV3492* NAD 83(1986)-  34 08 06.     (N)    116 10 04.     (W)     SCALED    
 EV3492* NAVD 88     -       755.384  (meters)    2478.29   (feet)  READJUSTED
 EV3492  ___________________________________________________________________
 EV3492  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EV3492  DYNAMIC HT  -         754.470 (meters)    2475.29  (feet)  COMP
 EV3492  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 EV3492
 EV3492  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3492
 EV3492.The horizontal coordinates were scaled from a topographic map and have
 EV3492.an estimated accuracy of +/- 6 seconds.
 EV3492
 EV3492.The orthometric height was determined by differential leveling
 EV3492.and adjusted in February 1993.
 EV3492.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3492.distribution rate of 0.0 thru 1.0 mm/km.
 EV3492.The height was derived from older observations constrained to new
 EV3492.heights in a crustal motion area.  The height is approximate in
 EV3492.relation to other heights in its vicinity.
 EV3492
 EV3492.The geoid height was determined by GEOID03.
 EV3492
 EV3492.The dynamic height is computed by dividing the NAVD 88
 EV3492.geopotential number by the normal gravity value computed on the
 EV3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3492.degrees latitude (g = 980.6199 gals.).
 EV3492
 EV3492.The modeled gravity was interpolated from observed gravity values.
 EV3492
 EV3492;                    North         East    Units  Estimated Accuracy
 EV3492;SPC CA 5     -   571,980.    2,168,990.      MT  (+/- 180 meters Scaled)
 EV3492
 EV3492                          SUPERSEDED SURVEY CONTROL
 EV3492
 EV3492  NGVD 29 (??/??/92)  754.619  (m)         2475.78   (f) ADJ UNCH    1 1
 EV3492
 EV3492.Superseded values are not recommended for survey control.
 EV3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3492.See file dsdata.txt to determine how the superseded data were derived.
 EV3492
 EV3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT767774(NAD 83)
 EV3492_MARKER: DD = SURVEY DISK
 EV3492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3492_SP_SET: CONCRETE POST
 EV3492_STAMPING: 2476 1 DOR 1972
 EV3492_PROJECTION: PROJECTING 8 CENTIMETERS
 EV3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3492+STABILITY: SURFACE MOTION
 EV3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3492+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 EV3492
 EV3492  HISTORY     - Date     Condition        Report By
 EV3492  HISTORY     - 1972     MONUMENTED       USGS
 EV3492  HISTORY     - 1976     GOOD             NGS
 EV3492  HISTORY     - 1978     GOOD             NGS
 EV3492  HISTORY     - 20030501 GOOD             INDIV
 EV3492
 EV3492                          STATION DESCRIPTION
 EV3492
 EV3492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3492'6.55 MI WEST FROM TWENTYNINE PALMS.
 EV3492'6.55 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE
 EV3492'ROAD AT TWENTYNINE PALMS, AT THE INTERSECTION OF HIGHWAY 62 AND
 EV3492'MANTONYA ROAD, 83 FT. SOUTHEAST OF THE CENTER OF THE INTERSECTION, 66
 EV3492'FT. EAST OF THE CENTER LINE OF THE ROAD, 49 FT. SOUTH OF THE CENTER
 EV3492'LINE OF THE HIGHWAY, 10 FT. EAST OF POWER POLE 70629.
 EV3492'THE MARK IS 2 FT  W FROM A WITNESS POST.
 EV3492'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV3492
 EV3492                          STATION RECOVERY (1978)
 EV3492
 EV3492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3492'RECOVERED IN GOOD CONDITION.
 EV3492
 EV3492                          STATION RECOVERY (2003)
 EV3492
 EV3492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RCF)
 EV3492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1024 ***********************************************************************
 DB1024  DESIGNATION -  1 DOR USGS
 DB1024  PID         -  DB1024
 DB1024  STATE/COUNTY-  CA/IMPERIAL
 DB1024  USGS QUAD   -  PLASTER CITY (1979)
 DB1024
 DB1024                         *CURRENT SURVEY CONTROL
 DB1024  ___________________________________________________________________
 DB1024* NAD 83(1986)-  32 45 02.     (N)    115 45 06.     (W)     SCALED    
 DB1024* NAVD 88     -        -7.929  (meters)     -26.01   (feet)  READJUSTED
 DB1024  ___________________________________________________________________
 DB1024  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB1024  DYNAMIC HT  -          -7.920 (meters)     -25.98  (feet)  COMP
 DB1024  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 DB1024
 DB1024  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1024
 DB1024.The horizontal coordinates were scaled from a topographic map and have
 DB1024.an estimated accuracy of +/- 6 seconds.
 DB1024
 DB1024.The orthometric height was determined by differential leveling
 DB1024.and adjusted in January 1995.
 DB1024.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1024.distribution rate of 0.0 thru 1.0 mm/km.
 DB1024.The height was derived from older observations constrained to new
 DB1024.heights in a crustal motion area.  The height is approximate in
 DB1024.relation to other heights in its vicinity.
 DB1024
 DB1024.The geoid height was determined by GEOID03.
 DB1024
 DB1024.The dynamic height is computed by dividing the NAVD 88
 DB1024.geopotential number by the normal gravity value computed on the
 DB1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1024.degrees latitude (g = 980.6199 gals.).
 DB1024
 DB1024.The modeled gravity was interpolated from observed gravity values.
 DB1024
 DB1024;                    North         East    Units  Estimated Accuracy
 DB1024;SPC CA 6     -   564,870.    2,046,700.      MT  (+/- 180 meters Scaled)
 DB1024
 DB1024                          SUPERSEDED SURVEY CONTROL
 DB1024
 DB1024  NAVD 88 (02/01/93)   -7.923  (m)          -25.99   (f) UNKNOWN     1 1
 DB1024  NGVD 29 (??/??/92)   -8.653  (m)          -28.39   (f) ADJ UNCH    1 1
 DB1024
 DB1024.Superseded values are not recommended for survey control.
 DB1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1024.See file dsdata.txt to determine how the superseded data were derived.
 DB1024
 DB1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS169243(NAD 83)
 DB1024_MARKER: DD = SURVEY DISK
 DB1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1024_STAMPING: 1 DOR 1978
 DB1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1024
 DB1024  HISTORY     - Date     Condition        Report By
 DB1024  HISTORY     - 1978     MONUMENTED       USGS
 DB1024  HISTORY     - 1981     GOOD             IID
 DB1024
 DB1024                          STATION DESCRIPTION
 DB1024
 DB1024'DESCRIBED BY IMPERIAL IRRIGATION DISTRICT 1981
 DB1024'6.4 MI SW FROM SEELEY.
 DB1024'ABOUT 2.5 MILES WEST ALONG EVAN HEWES HIGHWAY TO WESTSIDE ROAD FROM
 DB1024'DREW ROAD IN SEELEY, THENCE ABOUT 2.25 MILES SOUTH ALONG WESTSIDE ROAD
 DB1024'TO VAUGHN ROAD, THENCE ABOUT 0.9 MILE WEST ALONG VAUGHN ROAD TO HYDE
 DB1024'ROAD, THENCE ABOUT 0.5 MILE SOUTH ALONG HYDE ROAD TO FOXGLOVE LATERAL
 DB1024'1, THENCE ABOUT 0.25 MILE WEST ALONG FOXGLOVE LATERAL 1 TO THE
 DB1024'FOXGLOVE CANAL, NEAR THE SOUTHWEST CORNER OF LOT 2 - SECTION 29, AND
 DB1024'SET IN THE WEST UPSTREAM WINGWALL OF CHECK IN FOXGLOVE CANAL AT
 DB1024'LATERAL 1 HEADGATE.
 DB1024'THE MARK IS ABOVE LEVEL WITH BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0048 ***********************************************************************
 DY0048  DESIGNATION -  1 DPW
 DY0048  PID         -  DY0048
 DY0048  STATE/COUNTY-  CA/ORANGE
 DY0048  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0048
 DY0048                         *CURRENT SURVEY CONTROL
 DY0048  ___________________________________________________________________
 DY0048* NAD 83(1986)-  33 47 56.     (N)    118 03 16.     (W)     SCALED    
 DY0048* NAVD 88     -         9.04   (+/-2cm)      29.7    (feet)  VERTCON   
 DY0048  ___________________________________________________________________
 DY0048  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0048  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0048
 DY0048.The horizontal coordinates were scaled from a topographic map and have
 DY0048.an estimated accuracy of +/- 6 seconds.
 DY0048
 DY0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0048.The vertical order pertains to the NGVD 29 superseded value.
 DY0048
 DY0048.The geoid height was determined by GEOID03.
 DY0048
 DY0048;                    North         East    Units  Estimated Accuracy
 DY0048;SPC CA 6     -   682,470.    1,832,920.      MT  (+/- 180 meters Scaled)
 DY0048
 DY0048                          SUPERSEDED SURVEY CONTROL
 DY0048
 DY0048  NGVD 29 (??/??/92)    8.321  (m)           27.30   (f) ADJ UNCH    1 2
 DY0048
 DY0048.Superseded values are not recommended for survey control.
 DY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0048.See file dsdata.txt to determine how the superseded data were derived.
 DY0048
 DY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023403(NAD 83)
 DY0048_MARKER: N = NAIL
 DY0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0048_SP_SET: CULVERT
 DY0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0048
 DY0048  HISTORY     - Date     Condition        Report By
 DY0048  HISTORY     - UNK      MONUMENTED       CA1980
 DY0048  HISTORY     - 1945     GOOD             NGS
 DY0048  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0048
 DY0048                          STATION DESCRIPTION
 DY0048
 DY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0048'AT LOS ALAMITOS NAS.
 DY0048'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, AT THE MAIN GATE,
 DY0048'SET IN THE SOUTH CORNER OF THE WEST HEADWALL OF CULVERT, 10 FEET
 DY0048'WEST OF WEST CURB OF LEXINGTON DRIVE.  IRON NAIL SET IN LEADED
 DY0048'HOLE.  A DEPARTMENT OF PUBLIC WORKS BM 1.  IRON NAIL SET IN
 DY0048'LEADED HOLE.
 DY0048
 DY0048                          STATION RECOVERY (1964)
 DY0048
 DY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0640 ***********************************************************************
 DX0640  DESIGNATION -  1 E
 DX0640  PID         -  DX0640
 DX0640  STATE/COUNTY-  CA/RIVERSIDE
 DX0640  USGS QUAD   -  THERMAL CANYON (1972)
 DX0640
 DX0640                         *CURRENT SURVEY CONTROL
 DX0640  ___________________________________________________________________
 DX0640* NAD 83(1986)-  33 44 01.     (N)    116 05 20.     (W)     SCALED    
 DX0640* NAVD 88     -       265.39   (+/-2cm)     870.7    (feet)  VERTCON   
 DX0640  ___________________________________________________________________
 DX0640  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DX0640  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0640
 DX0640.The horizontal coordinates were scaled from a topographic map and have
 DX0640.an estimated accuracy of +/- 6 seconds.
 DX0640
 DX0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0640.The vertical order pertains to the NGVD 29 superseded value.
 DX0640
 DX0640.The geoid height was determined by GEOID03.
 DX0640
 DX0640;                    North         East    Units  Estimated Accuracy
 DX0640;SPC CA 6     -   673,790.    2,014,930.      MT  (+/- 180 meters Scaled)
 DX0640
 DX0640                          SUPERSEDED SURVEY CONTROL
 DX0640
 DX0640  NGVD 29 (??/??/??)  264.705  (m)          868.45   (f) ADJUSTED    1 2
 DX0640
 DX0640.Superseded values are not recommended for survey control.
 DX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0640.See file dsdata.txt to determine how the superseded data were derived.
 DX0640
 DX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT844329(NAD 83)
 DX0640_MARKER: DD = SURVEY DISK
 DX0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0640_STAMPING: 1 E
 DX0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0640+STABILITY: SURFACE MOTION
 DX0640
 DX0640  HISTORY     - Date     Condition        Report By
 DX0640  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0640  HISTORY     - 1931     GOOD             MWDSC
 DX0640
 DX0640                          STATION DESCRIPTION
 DX0640
 DX0640'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0640'10.4 MI E FROM INDIO.
 DX0640'ABOUT 1 MILE SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE
 DX0640'INTERSECTION OF THE FARGO CANYON ROAD, ABOUT 300 FEET NORTHEAST
 DX0640'OF THE ROAD, ON A POINT OF A RIDGE, AND ABOUT 40 FEET ABOVE THE
 DX0640'ROAD.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0640'STANDARD DISK, STAMPED 1 E, SET IN CONCRETE AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2022 ***********************************************************************
 DX2022  DESIGNATION -  1 E 100 74
 DX2022  PID         -  DX2022
 DX2022  STATE/COUNTY-  CA/ORANGE
 DX2022  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2022
 DX2022                         *CURRENT SURVEY CONTROL
 DX2022  ___________________________________________________________________
 DX2022* NAD 83(1986)-  33 38 30.     (N)    117 55 03.     (W)     SCALED    
 DX2022* NAVD 88     -        29.147  (meters)      95.63   (feet)  ADJUSTED  
 DX2022  ___________________________________________________________________
 DX2022  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DX2022  DYNAMIC HT  -          29.116 (meters)      95.52  (feet)  COMP
 DX2022  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 DX2022
 DX2022  VERT ORDER  -  FIRST     CLASS I
 DX2022
 DX2022.The horizontal coordinates were scaled from a topographic map and have
 DX2022.an estimated accuracy of +/- 6 seconds.
 DX2022
 DX2022.The orthometric height was determined by differential leveling
 DX2022.and adjusted in June 1991.
 DX2022.WARNING-Repeat measurements at this control monument indicate possible
 DX2022.vertical movement.
 DX2022
 DX2022.The geoid height was determined by GEOID03.
 DX2022
 DX2022.The dynamic height is computed by dividing the NAVD 88
 DX2022.geopotential number by the normal gravity value computed on the
 DX2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2022.degrees latitude (g = 980.6199 gals.).
 DX2022
 DX2022.The modeled gravity was interpolated from observed gravity values.
 DX2022
 DX2022;                    North         East    Units  Estimated Accuracy
 DX2022;SPC CA 6     -   664,820.    1,845,320.      MT  (+/- 180 meters Scaled)
 DX2022
 DX2022                          SUPERSEDED SURVEY CONTROL
 DX2022
 DX2022  NGVD 29 (??/??/92)   28.475  (m)           93.42   (f) ADJ UNCH    1 1
 DX2022
 DX2022.Superseded values are not recommended for survey control.
 DX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2022.See file dsdata.txt to determine how the superseded data were derived.
 DX2022
 DX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT149228(NAD 83)
 DX2022_MARKER: DD = SURVEY DISK
 DX2022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2022_SP_SET: CATCH BASIN
 DX2022_STAMPING: 1E-100-74
 DX2022_MARK LOGO: CA-059
 DX2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2022
 DX2022  HISTORY     - Date     Condition        Report By
 DX2022  HISTORY     - 1974     MONUMENTED       CA-059
 DX2022  HISTORY     - 1977     GOOD             NGS
 DX2022  HISTORY     - 1988     GOOD             NGS
 DX2022
 DX2022                          STATION DESCRIPTION
 DX2022
 DX2022'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2022'IN SOUTHERN COSTA MESA.
 DX2022'1.6 MILES NORTH ALONG NEWPORT BOULEVARD FROM ITS OVERCROSSING
 DX2022'OF THE PACIFIC COAST HIGHWAY, LOCATED AT THE EAST CORNER OF THE
 DX2022'INTERSECTION OF NEWPORT BOULEVARD AND BROADWAY STREET, 77 FEET
 DX2022'NORTHEAST OF THE CENTERLINE OF BROADWAY STREET, 54 FEET
 DX2022'SOUTHEAST OF THE CENTERLINE OF THE MEDIAN OF NEWPORT BOULEVARD,
 DX2022'42 FEET NORTHEAST OF AN ELECTRIC LIGHT STANDARD, NO NUMBER,
 DX2022'SET ON TOP OF THE SOUTH CORNER OF A 4 FEET BY 8 FEET CATCH
 DX2022'BASIN, 4 FEET SOUTHEAST FROM THE EAST CURB OF NORTHBOUND NEWPORT
 DX2022'BOULEVARD AND 1 FOOT ABOVE THE ROADWAY.
 DX2022
 DX2022                          STATION RECOVERY (1977)
 DX2022
 DX2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2022'RECOVERED IN GOOD CONDITION.
 DX2022
 DX2022                          STATION RECOVERY (1988)
 DX2022
 DX2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2022'RECOVERED IN GOOD CONDITION.  EXCEPT ADD-- 0.2 M (0.7 FT) NORTHEAST
 DX2022'OF THE NORTHEAST SIDE OF A 2 BY 3 BY 6 FT TALL ELECTRICAL JUNCTION
 DX2022'BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2188 ***********************************************************************
 DX2188  DESIGNATION -  1 E 101
 DX2188  PID         -  DX2188
 DX2188  STATE/COUNTY-  CA/ORANGE
 DX2188  USGS QUAD   -  ORANGE (1981)
 DX2188
 DX2188                         *CURRENT SURVEY CONTROL
 DX2188  ___________________________________________________________________
 DX2188* NAD 83(1986)-  33 45 00.     (N)    117 52 03.     (W)     SCALED    
 DX2188* NAVD 88     -        38.96   (+/-2cm)     127.8    (feet)  VERTCON   
 DX2188  ___________________________________________________________________
 DX2188  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX2188  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2188
 DX2188.The horizontal coordinates were scaled from a topographic map and have
 DX2188.an estimated accuracy of +/- 6 seconds.
 DX2188
 DX2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2188.The vertical order pertains to the NGVD 29 superseded value.
 DX2188
 DX2188.The geoid height was determined by GEOID03.
 DX2188
 DX2188;                    North         East    Units  Estimated Accuracy
 DX2188;SPC CA 6     -   676,760.    1,850,140.      MT  (+/- 180 meters Scaled)
 DX2188
 DX2188                          SUPERSEDED SURVEY CONTROL
 DX2188
 DX2188  NGVD 29 (??/??/92)   38.25   (m)          125.5    (f) COMPUTED    1 1
 DX2188
 DX2188.Superseded values are not recommended for survey control.
 DX2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2188.See file dsdata.txt to determine how the superseded data were derived.
 DX2188
 DX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196347(NAD 83)
 DX2188_MARKER: DD = SURVEY DISK
 DX2188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2188_SP_SET: CATCH BASIN
 DX2188_STAMPING: 1E-101-74
 DX2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2188+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX2188
 DX2188  HISTORY     - Date     Condition        Report By
 DX2188  HISTORY     - 1974     MONUMENTED       CA-059
 DX2188  HISTORY     - 20060305 GOOD             USPSQD
 DX2188
 DX2188                          STATION DESCRIPTION
 DX2188
 DX2188'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2188'IN SANTA ANA.
 DX2188'0.4 MILE NORTH ALONG MAIN STREET FROM ITS INTERSECTION WITH FIRST
 DX2188'STREET, LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 DX2188'STREET AND 7TH STREET, 37 FEET NORTH OF THE CENTERLINE OF 7TH
 DX2188'STREET, 37 FEET EAST OF THE CENTERLINE OF MAIN STREET, 2 FEET
 DX2188'NORTHEAST OF A POWER LIGHT POLE, NO NUMBER, 4 FEET FROM THE EAST
 DX2188'CURB OF MAIN STREET, SET AT THE SOUTHEAST CORNER OF A 4 FEET BY
 DX2188'20 FEET CATCH BASIN AND 1 FOOT ABOVE THE ROADWAY.
 DX2188
 DX2188                          STATION RECOVERY (2006)
 DX2188
 DX2188'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2225 ***********************************************************************
 DX2225  DESIGNATION -  1 E 102 74
 DX2225  PID         -  DX2225
 DX2225  STATE/COUNTY-  CA/ORANGE
 DX2225  USGS QUAD   -  ORANGE (1981)
 DX2225
 DX2225                         *CURRENT SURVEY CONTROL
 DX2225  ___________________________________________________________________
 DX2225* NAD 83(1986)-  33 48 09.     (N)    117 51 24.     (W)     SCALED    
 DX2225* NAVD 88     -        57.588  (meters)     188.94   (feet)  ADJUSTED  
 DX2225  ___________________________________________________________________
 DX2225  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DX2225  DYNAMIC HT  -          57.527 (meters)     188.74  (feet)  COMP
 DX2225  MODELED GRAV-     979,574.2   (mgal)                       NAVD 88
 DX2225
 DX2225  VERT ORDER  -  FIRST     CLASS I
 DX2225
 DX2225.The horizontal coordinates were scaled from a topographic map and have
 DX2225.an estimated accuracy of +/- 6 seconds.
 DX2225
 DX2225.The orthometric height was determined by differential leveling
 DX2225.and adjusted in June 1991.
 DX2225
 DX2225.The geoid height was determined by GEOID03.
 DX2225
 DX2225.The dynamic height is computed by dividing the NAVD 88
 DX2225.geopotential number by the normal gravity value computed on the
 DX2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2225.degrees latitude (g = 980.6199 gals.).
 DX2225
 DX2225.The modeled gravity was interpolated from observed gravity values.
 DX2225
 DX2225;                    North         East    Units  Estimated Accuracy
 DX2225;SPC CA 6     -   682,570.    1,851,230.      MT  (+/- 180 meters Scaled)
 DX2225
 DX2225                          SUPERSEDED SURVEY CONTROL
 DX2225
 DX2225  NGVD 29 (??/??/92)   56.834  (m)          186.46   (f) ADJ UNCH    1 1
 DX2225
 DX2225.Superseded values are not recommended for survey control.
 DX2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2225.See file dsdata.txt to determine how the superseded data were derived.
 DX2225
 DX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207405(NAD 83)
 DX2225_MARKER: DD = SURVEY DISK
 DX2225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2225_SP_SET: CATCH BASIN
 DX2225_STAMPING: 1E-102-74
 DX2225_MARK LOGO: CA-059
 DX2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2225
 DX2225  HISTORY     - Date     Condition        Report By
 DX2225  HISTORY     - 1974     MONUMENTED       CA-059
 DX2225  HISTORY     - 1977     GOOD             NGS
 DX2225  HISTORY     - 1988     GOOD             NGS
 DX2225
 DX2225                          STATION DESCRIPTION
 DX2225
 DX2225'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2225'AT WEST ORANGE.
 DX2225'0.2 MILE WESTERLY ALONG COLLINS AVENUE FROM ITS INTERSECTION
 DX2225'WITH GLASSELL STREET, 79 FEET EAST OF THE MOST EASTERLY RAIL OF
 DX2225'THE RAILROAD TRACK SPUR LINE OF THE ATCHISON, TOPEKA AND SANTA
 DX2225'FE RAILROAD COMPANY, 32 FEET NORTH OF THE CENTERLINE OF COLLINS
 DX2225'AVENUE, 25 FEET NORTHEAST OF A TELEPHONE POLE NUMBER 676464H, 4
 DX2225'FEET NORTH OF THE NORTH CURB OF COLLINS AVENUE, SET ON TOP OF THE
 DX2225'NORTHWEST CORNER OF A 4 FEET BY 15 FEET CATCH BASIN AND 1 FOOT
 DX2225'ABOVE THE ROADWAY.
 DX2225
 DX2225                          STATION RECOVERY (1977)
 DX2225
 DX2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2225'RECOVERED IN GOOD CONDITION.
 DX2225
 DX2225                          STATION RECOVERY (1988)
 DX2225
 DX2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2235 ***********************************************************************
 DX2235  DESIGNATION -  1 E 103 74
 DX2235  PID         -  DX2235
 DX2235  STATE/COUNTY-  CA/ORANGE
 DX2235  USGS QUAD   -  ORANGE (1981)
 DX2235
 DX2235                         *CURRENT SURVEY CONTROL
 DX2235  ___________________________________________________________________
 DX2235* NAD 83(1986)-  33 50 13.     (N)    117 50 45.     (W)     SCALED    
 DX2235* NAVD 88     -        68.795  (meters)     225.70   (feet)  ADJUSTED  
 DX2235  ___________________________________________________________________
 DX2235  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DX2235  DYNAMIC HT  -          68.721 (meters)     225.46  (feet)  COMP
 DX2235  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 DX2235
 DX2235  VERT ORDER  -  FIRST     CLASS I
 DX2235
 DX2235.The horizontal coordinates were scaled from a topographic map and have
 DX2235.an estimated accuracy of +/- 6 seconds.
 DX2235
 DX2235.The orthometric height was determined by differential leveling
 DX2235.and adjusted in June 1991.
 DX2235
 DX2235.The geoid height was determined by GEOID03.
 DX2235
 DX2235.The dynamic height is computed by dividing the NAVD 88
 DX2235.geopotential number by the normal gravity value computed on the
 DX2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2235.degrees latitude (g = 980.6199 gals.).
 DX2235
 DX2235.The modeled gravity was interpolated from observed gravity values.
 DX2235
 DX2235;                    North         East    Units  Estimated Accuracy
 DX2235;SPC CA 6     -   686,370.    1,852,300.      MT  (+/- 180 meters Scaled)
 DX2235
 DX2235                          SUPERSEDED SURVEY CONTROL
 DX2235
 DX2235  NGVD 29 (??/??/92)   68.026  (m)          223.18   (f) ADJ UNCH    1 1
 DX2235
 DX2235.Superseded values are not recommended for survey control.
 DX2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2235.See file dsdata.txt to determine how the superseded data were derived.
 DX2235
 DX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT217443(NAD 83)
 DX2235_MARKER: DD = SURVEY DISK
 DX2235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2235_SP_SET: CATCH BASIN
 DX2235_STAMPING: 1E-103-74
 DX2235_MARK LOGO: CA-059
 DX2235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2235
 DX2235  HISTORY     - Date     Condition        Report By
 DX2235  HISTORY     - 1974     MONUMENTED       CA-059
 DX2235  HISTORY     - 1977     GOOD             NGS
 DX2235  HISTORY     - 1988     GOOD             NGS
 DX2235  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2235
 DX2235                          STATION DESCRIPTION
 DX2235
 DX2235'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2235'IN NORTHERN ORANGE.
 DX2235'AT THE NORTHEAST CORNER OF THE INTERSECTION OF ORANGE-OLIVE ROAD
 DX2235'AND LINCOLN AVENUE, 29 FEET EAST OF THE CENTERLINE OF ORANGE-OLIVE
 DX2235'ROAD, 110 FEET NORTH OF THE CENTERLINE OF LINCOLN AVENUE, 14 FEET
 DX2235'NORTHEAST OF A TELEPHONE POLE NUMBER 739823H, SET ON TOP OF THE
 DX2235'NORTHWEST CORNER OF A 4 FEET BY 11 FEET CATCH BASIN, 8 INCHES
 DX2235'EAST FROM THE EAST CURB OF ORANGE-OLIVE ROAD AND 1 FOOT ABOVE THE
 DX2235'ROADWAY.
 DX2235
 DX2235                          STATION RECOVERY (1977)
 DX2235
 DX2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2235'RECOVERED IN GOOD CONDITION.
 DX2235
 DX2235                          STATION RECOVERY (1988)
 DX2235
 DX2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2235'RECOVERED AS WAS DESCRIBED.
 DX2235
 DX2235                          STATION RECOVERY (2006)
 DX2235
 DX2235'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3505 ***********************************************************************
 DX3505  DESIGNATION -  1 E 104 75
 DX3505  PID         -  DX3505
 DX3505  STATE/COUNTY-  CA/ORANGE
 DX3505  USGS QUAD   -  ORANGE (1981)
 DX3505
 DX3505                         *CURRENT SURVEY CONTROL
 DX3505  ___________________________________________________________________
 DX3505* NAD 83(1986)-  33 45 02.     (N)    117 52 03.     (W)     SCALED    
 DX3505* NAVD 88     -        38.824  (meters)     127.38   (feet)  ADJUSTED  
 DX3505  ___________________________________________________________________
 DX3505  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX3505  DYNAMIC HT  -          38.783 (meters)     127.24  (feet)  COMP
 DX3505  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 DX3505
 DX3505  VERT ORDER  -  FIRST     CLASS I
 DX3505
 DX3505.The horizontal coordinates were scaled from a topographic map and have
 DX3505.an estimated accuracy of +/- 6 seconds.
 DX3505
 DX3505.The orthometric height was determined by differential leveling
 DX3505.and adjusted in June 1991.
 DX3505.WARNING-Repeat measurements at this control monument indicate possible
 DX3505.vertical movement.
 DX3505
 DX3505.The geoid height was determined by GEOID03.
 DX3505
 DX3505.The dynamic height is computed by dividing the NAVD 88
 DX3505.geopotential number by the normal gravity value computed on the
 DX3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3505.degrees latitude (g = 980.6199 gals.).
 DX3505
 DX3505.The modeled gravity was interpolated from observed gravity values.
 DX3505
 DX3505;                    North         East    Units  Estimated Accuracy
 DX3505;SPC CA 6     -   676,820.    1,850,140.      MT  (+/- 180 meters Scaled)
 DX3505
 DX3505                          SUPERSEDED SURVEY CONTROL
 DX3505
 DX3505  NGVD 29 (??/??/92)   38.122  (m)          125.07   (f) ADJ UNCH    1 1
 DX3505
 DX3505.Superseded values are not recommended for survey control.
 DX3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3505.See file dsdata.txt to determine how the superseded data were derived.
 DX3505
 DX3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196348(NAD 83)
 DX3505_MARKER: DD = SURVEY DISK
 DX3505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3505_SP_SET: CATCH BASIN
 DX3505_STAMPING: 1E-104-75
 DX3505_MARK LOGO: CA-059
 DX3505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3505+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX3505
 DX3505  HISTORY     - Date     Condition        Report By
 DX3505  HISTORY     - 1975     MONUMENTED       CA-059
 DX3505  HISTORY     - 1977     GOOD             NGS
 DX3505  HISTORY     - 1988     GOOD             NGS
 DX3505  HISTORY     - 20060304 GOOD             USPSQD
 DX3505
 DX3505                          STATION DESCRIPTION
 DX3505
 DX3505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3505'SANTA ANA.
 DX3505'AT THE NORTHEAST CORNER OF MAIN STREET AND CIVIC CENTER DRIVE, ABOUT
 DX3505'33.0 FT. NORTH OF THE CENTER LINE OF CIVIC CENTER DRIVE AND ABOUT
 DX3505'95.0 FT. EAST OF THE CENTER LINE OF MAIN STREET, ON THE SOUTHEAST
 DX3505'CORNER OF A 4 BY 22-FT. CATCH BASIN, 1 FT. NORTH OF FACE OF CURB.
 DX3505
 DX3505                          STATION RECOVERY (1988)
 DX3505
 DX3505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3505'RECOVERED IN GOOD CONDITION.
 DX3505
 DX3505                          STATION RECOVERY (2006)
 DX3505
 DX3505'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX3505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3677 ***********************************************************************
 DX3677  DESIGNATION -  1 E 105 83
 DX3677  PID         -  DX3677
 DX3677  STATE/COUNTY-  CA/ORANGE
 DX3677  USGS QUAD   -  ORANGE (1981)
 DX3677
 DX3677                         *CURRENT SURVEY CONTROL
 DX3677  ___________________________________________________________________
 DX3677* NAD 83(1986)-  33 46 50.     (N)    117 51 18.     (W)     SCALED    
 DX3677* NAVD 88     -        56.003  (meters)     183.74   (feet)  ADJUSTED  
 DX3677  ___________________________________________________________________
 DX3677  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX3677  DYNAMIC HT  -          55.944 (meters)     183.54  (feet)  COMP
 DX3677  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 DX3677
 DX3677  VERT ORDER  -  FIRST     CLASS II
 DX3677
 DX3677.The horizontal coordinates were scaled from a topographic map and have
 DX3677.an estimated accuracy of +/- 6 seconds.
 DX3677
 DX3677.The orthometric height was determined by differential leveling
 DX3677.and adjusted in June 1991.
 DX3677
 DX3677.The geoid height was determined by GEOID03.
 DX3677
 DX3677.The dynamic height is computed by dividing the NAVD 88
 DX3677.geopotential number by the normal gravity value computed on the
 DX3677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3677.degrees latitude (g = 980.6199 gals.).
 DX3677
 DX3677.The modeled gravity was interpolated from observed gravity values.
 DX3677
 DX3677;                    North         East    Units  Estimated Accuracy
 DX3677;SPC CA 6     -   680,130.    1,851,350.      MT  (+/- 180 meters Scaled)
 DX3677
 DX3677                          SUPERSEDED SURVEY CONTROL
 DX3677
 DX3677.No superseded survey control is available for this station.
 DX3677
 DX3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT208381(NAD 83)
 DX3677_MARKER: DD = SURVEY DISK
 DX3677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3677_SP_SET: CATCH BASIN
 DX3677_STAMPING: 1E-105-83
 DX3677_MARK LOGO: CA-059
 DX3677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3677+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX3677
 DX3677  HISTORY     - Date     Condition        Report By
 DX3677  HISTORY     - 1983     MONUMENTED       CA-059
 DX3677  HISTORY     - 1988     GOOD             NGS
 DX3677  HISTORY     - 20060305 GOOD             USPSQD
 DX3677
 DX3677                          STATION DESCRIPTION
 DX3677
 DX3677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3677'1.0 KM (0.60 MI) SOUTH FROM ORANGE.
 DX3677'0.8 KM (0.50 MI) SOUTH ALONG GLASSELL STREET FROM THE PLAZA IN
 DX3677'ORANGE, THENCE 0.2 KM (0.10 MI) WEST ALONG LAVETA AVENUE, IN TOP OF
 DX3677'THE NORTHWEST CORNER OF A CATCH BASIN, 7.0 M (23.0 FT) SOUTH OF THE
 DX3677'AVENUE CENTERLINE, 10.2 M (33.5 FT) EAST OF THE EXTENDED CENTERLINE
 DX3677'OF LEMON STREET, 3.0 M (9.8 FT) NORTH OF A POWER POLE.
 DX3677'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DX3677
 DX3677                          STATION RECOVERY (2006)
 DX3677
 DX3677'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX3677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3680 ***********************************************************************
 DX3680  DESIGNATION -  1 E 106 83
 DX3680  PID         -  DX3680
 DX3680  STATE/COUNTY-  CA/ORANGE
 DX3680  USGS QUAD   -  TUSTIN (1981)
 DX3680
 DX3680                         *CURRENT SURVEY CONTROL
 DX3680  ___________________________________________________________________
 DX3680* NAD 83(1986)-  33 41 42.     (N)    117 52 04.     (W)     SCALED    
 DX3680* NAVD 88     -        10.255  (meters)      33.64   (feet)  ADJUSTED  
 DX3680  ___________________________________________________________________
 DX3680  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DX3680  DYNAMIC HT  -          10.244 (meters)      33.61  (feet)  COMP
 DX3680  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 DX3680
 DX3680  VERT ORDER  -  FIRST     CLASS II
 DX3680
 DX3680.The horizontal coordinates were scaled from a topographic map and have
 DX3680.an estimated accuracy of +/- 6 seconds.
 DX3680
 DX3680.The orthometric height was determined by differential leveling
 DX3680.and adjusted in June 1991.
 DX3680
 DX3680.The geoid height was determined by GEOID03.
 DX3680
 DX3680.The dynamic height is computed by dividing the NAVD 88
 DX3680.geopotential number by the normal gravity value computed on the
 DX3680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3680.degrees latitude (g = 980.6199 gals.).
 DX3680
 DX3680.The modeled gravity was interpolated from observed gravity values.
 DX3680
 DX3680;                    North         East    Units  Estimated Accuracy
 DX3680;SPC CA 6     -   670,660.    1,850,020.      MT  (+/- 180 meters Scaled)
 DX3680
 DX3680                          SUPERSEDED SURVEY CONTROL
 DX3680
 DX3680.No superseded survey control is available for this station.
 DX3680
 DX3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195286(NAD 83)
 DX3680_MARKER: DD = SURVEY DISK
 DX3680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3680_SP_SET: CATCH BASIN
 DX3680_STAMPING: 1E-106-83
 DX3680_MARK LOGO: CA-059
 DX3680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3680+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2008
 DX3680
 DX3680  HISTORY     - Date     Condition        Report By
 DX3680  HISTORY     - 1983     MONUMENTED       CA-059
 DX3680  HISTORY     - 1988     GOOD             NGS
 DX3680  HISTORY     - 20020302 GOOD             USPSQD
 DX3680  HISTORY     - 20060304 GOOD             USPSQD
 DX3680  HISTORY     - 20081211 GOOD             INDIV
 DX3680
 DX3680                          STATION DESCRIPTION
 DX3680
 DX3680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3680'6.4 KM (4.00 MI) SOUTH FROM SANTA ANA.
 DX3680'0.1 KM (0.05 MI) WEST ALONG SIXTH STREET FROM THE POST OFFICE IN
 DX3680'SANTA ANA, THENCE 6.3 KM (3.90 MI) SOUTH ALONG MAIN STREET, IN TOP
 DX3680'AND 1.4 M (4.6 FT) NORTH OF THE SOUTH END OF A CATCH BASIN, 14.0 M
 DX3680'(45.9 FT) EAST OF THE STREET CENTERLINE, 18.0 M (59.1 FT) NORTH OF
 DX3680'THE CENTERLINE OF STEVENS AVENUE, 0.9 M (3.0 FT) EAST OF THE EAST
 DX3680'CURB OF THE STREET.
 DX3680'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DX3680
 DX3680                          STATION RECOVERY (2002)
 DX3680
 DX3680'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3680'RECOVERED IN GOOD CONDITION.
 DX3680
 DX3680                          STATION RECOVERY (2006)
 DX3680
 DX3680'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX3680'RECOVERED IN GOOD CONDITION.
 DX3680
 DX3680                          STATION RECOVERY (2008)
 DX3680
 DX3680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JR)
 DX3680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3679 ***********************************************************************
 DX3679  DESIGNATION -  1 E 107 84
 DX3679  PID         -  DX3679
 DX3679  STATE/COUNTY-  CA/ORANGE
 DX3679  USGS QUAD   -  ORANGE (1981)
 DX3679
 DX3679                         *CURRENT SURVEY CONTROL
 DX3679  ___________________________________________________________________
 DX3679* NAD 83(1986)-  33 45 36.     (N)    117 51 20.     (W)     SCALED    
 DX3679* NAVD 88     -        47.623  (meters)     156.24   (feet)  ADJUSTED  
 DX3679  ___________________________________________________________________
 DX3679  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX3679  DYNAMIC HT  -          47.573 (meters)     156.08  (feet)  COMP
 DX3679  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DX3679
 DX3679  VERT ORDER  -  FIRST     CLASS II
 DX3679
 DX3679.The horizontal coordinates were scaled from a topographic map and have
 DX3679.an estimated accuracy of +/- 6 seconds.
 DX3679
 DX3679.The orthometric height was determined by differential leveling
 DX3679.and adjusted in June 1991.
 DX3679
 DX3679.The geoid height was determined by GEOID03.
 DX3679
 DX3679.The dynamic height is computed by dividing the NAVD 88
 DX3679.geopotential number by the normal gravity value computed on the
 DX3679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3679.degrees latitude (g = 980.6199 gals.).
 DX3679
 DX3679.The modeled gravity was interpolated from observed gravity values.
 DX3679
 DX3679;                    North         East    Units  Estimated Accuracy
 DX3679;SPC CA 6     -   677,850.    1,851,260.      MT  (+/- 180 meters Scaled)
 DX3679
 DX3679                          SUPERSEDED SURVEY CONTROL
 DX3679
 DX3679.No superseded survey control is available for this station.
 DX3679
 DX3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207358(NAD 83)
 DX3679_MARKER: DD = SURVEY DISK
 DX3679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3679_SP_SET: CATCH BASIN
 DX3679_STAMPING: 1E-107-84
 DX3679_MARK LOGO: CA-059
 DX3679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3679+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX3679
 DX3679  HISTORY     - Date     Condition        Report By
 DX3679  HISTORY     - 1984     MONUMENTED       CA-059
 DX3679  HISTORY     - 1988     GOOD             NGS
 DX3679  HISTORY     - 19890523 GOOD             NGS
 DX3679  HISTORY     - 20060305 GOOD             USPSQD
 DX3679
 DX3679                          STATION DESCRIPTION
 DX3679
 DX3679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3679'2.0 KM (1.25 MI) NORTH FROM SANTA ANA.
 DX3679'0.6 KM (0.35 MI) NORTH ALONG BUSH STREET FROM THE POST OFFICE IN
 DX3679'SANTA ANA, THENCE 0.9 KM (0.55 MI) EAST ALONG WASHINGTON AVENUE,
 DX3679'THENCE 0.5 KM (0.30 MI) NORTH ALONG LINCOLN AVENUE, IN TOP OF THE
 DX3679'SOUTHWEST CORNER OF A CATCH BASIN, 63.3 M (207.7 FT) EAST OF THE
 DX3679'LINCOLN AVENUE CENTERLINE, 35.9 M (117.8 FT) EAST OF THE EAST RAIL OF
 DX3679'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 12.2 M (40.0 FT) NORTH OF
 DX3679'THE 17TH STREET CENTERLINE, 5.5 M (18.0 FT) WEST OF THE SOUTHWEST
 DX3679'CORNER OF A BUS STOP BENCH.
 DX3679'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DX3679
 DX3679                          STATION RECOVERY (1989)
 DX3679
 DX3679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX3679'RECOVERED IN GOOD CONDITION.
 DX3679
 DX3679                          STATION RECOVERY (2006)
 DX3679
 DX3679'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX3679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1977 ***********************************************************************
 DX1977  DESIGNATION -  1 E 68 68
 DX1977  PID         -  DX1977
 DX1977  STATE/COUNTY-  CA/ORANGE
 DX1977  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1977
 DX1977                         *CURRENT SURVEY CONTROL
 DX1977  ___________________________________________________________________
 DX1977* NAD 83(1986)-  33 36 20.     (N)    117 54 48.     (W)     SCALED    
 DX1977* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 DX1977  ___________________________________________________________________
 DX1977  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DX1977  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1977
 DX1977.The horizontal coordinates were scaled from a topographic map and have
 DX1977.an estimated accuracy of +/- 6 seconds.
 DX1977
 DX1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1977.The vertical order pertains to the NGVD 29 superseded value.
 DX1977
 DX1977.The geoid height was determined by GEOID03.
 DX1977
 DX1977;                    North         East    Units  Estimated Accuracy
 DX1977;SPC CA 6     -   660,810.    1,845,640.      MT  (+/- 180 meters Scaled)
 DX1977
 DX1977                          SUPERSEDED SURVEY CONTROL
 DX1977
 DX1977  NGVD 29 (??/??/??)    1.677  (m)            5.50   (f) ADJUSTED    1 1
 DX1977
 DX1977.Superseded values are not recommended for survey control.
 DX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1977.See file dsdata.txt to determine how the superseded data were derived.
 DX1977
 DX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT152187(NAD 83)
 DX1977_MARKER: DD = SURVEY DISK
 DX1977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1977_SP_SET: CATCH BASIN
 DX1977_STAMPING: 1E-68-68 LINE-403
 DX1977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1977
 DX1977  HISTORY     - Date     Condition        Report By
 DX1977  HISTORY     - 1968     MONUMENTED       CA-059
 DX1977  HISTORY     - 1944     GOOD             CA-059
 DX1977  HISTORY     - 1977     GOOD             NGS
 DX1977  HISTORY     - 19950318 GOOD             USPSQD
 DX1977  HISTORY     - 20031213 MARK NOT FOUND   USPSQD
 DX1977  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1977
 DX1977                          STATION DESCRIPTION
 DX1977
 DX1977'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1977'AT BALBOA.
 DX1977'0.8 MILE NORTHWEST ALONG BALBOA BOULEVARD FROM THE POST OFFICE,
 DX1977'TO ITS INTERSECTION WITH 10TH STREET, 22 FEET NORTHEAST OF THE
 DX1977'CENTER LINE OF THE BOULEVARD, 26 FEET SOUTHEAST OF THE CENTER LINE
 DX1977'OF 10TH STREET, SET IN THE TOP OF THE SOUTHEAST CORNER OF A
 DX1977'CONCRETE CATCH BASIN, ABOUT 0.8 OF A FOOT HIGHER THAN THE
 DX1977'BOULEVARD.
 DX1977
 DX1977                          STATION RECOVERY (1944)
 DX1977
 DX1977'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1944
 DX1977'RECOVERED IN GOOD CONDITION.
 DX1977
 DX1977                          STATION RECOVERY (1977)
 DX1977
 DX1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1977'ADD- BENCH MARK HAS BEEN PAINTED.
 DX1977'NOT LEVELED THIS RECOVERY DATE.
 DX1977
 DX1977                          STATION RECOVERY (1995)
 DX1977
 DX1977'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1977'RECOVERED IN GOOD CONDITION.
 DX1977
 DX1977                          STATION RECOVERY (2003)
 DX1977
 DX1977'RECOVERY NOTE BY US POWER SQUADRON 2003 (MPM)
 DX1977'DISK IS MISSING
 DX1977
 DX1977                          STATION RECOVERY (2006)
 DX1977
 DX1977'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1979 ***********************************************************************
 DX1979  DESIGNATION -  1 E 69 68
 DX1979  PID         -  DX1979
 DX1979  STATE/COUNTY-  CA/ORANGE
 DX1979  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1979
 DX1979                         *CURRENT SURVEY CONTROL
 DX1979  ___________________________________________________________________
 DX1979* NAD 83(1986)-  33 36 29.     (N)    117 55 32.     (W)     SCALED    
 DX1979* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 DX1979  ___________________________________________________________________
 DX1979  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DX1979  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1979
 DX1979.The horizontal coordinates were scaled from a topographic map and have
 DX1979.an estimated accuracy of +/- 6 seconds.
 DX1979
 DX1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1979.The vertical order pertains to the NGVD 29 superseded value.
 DX1979
 DX1979.The geoid height was determined by GEOID03.
 DX1979
 DX1979;                    North         East    Units  Estimated Accuracy
 DX1979;SPC CA 6     -   661,110.    1,844,510.      MT  (+/- 180 meters Scaled)
 DX1979
 DX1979                          SUPERSEDED SURVEY CONTROL
 DX1979
 DX1979  NGVD 29 (??/??/??)    1.673  (m)            5.49   (f) ADJUSTED    1 1
 DX1979
 DX1979.Superseded values are not recommended for survey control.
 DX1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1979.See file dsdata.txt to determine how the superseded data were derived.
 DX1979
 DX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT141190(NAD 83)
 DX1979_MARKER: DD = SURVEY DISK
 DX1979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1979_SP_SET: CATCH BASIN
 DX1979_STAMPING: 1E-69-68 LINE-403
 DX1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1979
 DX1979  HISTORY     - Date     Condition        Report By
 DX1979  HISTORY     - 1968     MONUMENTED       CA-059
 DX1979  HISTORY     - 1974     GOOD             CA-059
 DX1979  HISTORY     - 1977     GOOD             NGS
 DX1979  HISTORY     - 20050325 MARK NOT FOUND   GEOCAC
 DX1979
 DX1979                          STATION DESCRIPTION
 DX1979
 DX1979'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1979'AT BALBOA.
 DX1979'1.6 MILES NORTHWEST ALONG BALBOA BOULEVARD FROM THE POST OFFICE
 DX1979'IN BALBOA TO ITS INTERSECTION WITH 19TH STREET, ABOUT 250 FEET
 DX1979'SOUTHEAST ALONG THE CENTER LINE MEDIAN OF THE BOULEVARD FROM THE
 DX1979'CENTER LINE OF THE STREET, ACROSS FROM HOUSE NUMBER 1812, SET IN
 DX1979'THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 0.6 OF A FOOT
 DX1979'HIGHER THAN THE BOULEVARD.
 DX1979
 DX1979                          STATION RECOVERY (1974)
 DX1979
 DX1979'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1979'RECOVERED IN GOOD CONDITION.
 DX1979
 DX1979                          STATION RECOVERY (1977)
 DX1979
 DX1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1979'CORRECTION- ACROSS FROM HOUSE NUMBER 1812 AND HOUSE NUMBER 1813.
 DX1979'NOT LEVELED THIS RECOVERY DATE.
 DX1979
 DX1979                          STATION RECOVERY (2005)
 DX1979
 DX1979'RECOVERY NOTE BY GEOCACHING 2005 (EDP)
 DX1979'NO CATCH BASINS WERE FOUND EITHER IN FRONT OF 1812 OR 1813 BALBOA
 DX1979'BLVD.  NO CATCH BASIN WAS FOUND IN THE CENTRAL ISLAND BETWEEN 1812 AND
 DX1979'1813 BALBOA BLVD.
 DX1979' 
 DX1979'IN THE CENTRAL ISLAND BETWEEN 1812 AND 1813, A SECTION OF CONCRETE
 DX1979'THAT APPEARED NEWER THAN THE SURROUNDING CONRETE IN THE ISLAND WAS
 DX1979'FOUND. THIS SECTION OF CONCRETE APPEARS TO BE THE SAME SIZE OTHER
 DX1979'CATCH BASINS LOCATED ELSEWHERE IN THE CENTRAL ISLAND.
 DX1979' 
 DX1979'IT IS POSSIBLE THAT THE CATCH BASIN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2232 ***********************************************************************
 DX2232  DESIGNATION -  1 E 70 69
 DX2232  PID         -  DX2232
 DX2232  STATE/COUNTY-  CA/ORANGE
 DX2232  USGS QUAD   -  ORANGE (1981)
 DX2232
 DX2232                         *CURRENT SURVEY CONTROL
 DX2232  ___________________________________________________________________
 DX2232* NAD 83(1986)-  33 49 41.     (N)    117 50 55.     (W)     SCALED    
 DX2232* NAVD 88     -        64.595  (meters)     211.93   (feet)  ADJUSTED  
 DX2232  ___________________________________________________________________
 DX2232  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DX2232  DYNAMIC HT  -          64.526 (meters)     211.70  (feet)  COMP
 DX2232  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DX2232
 DX2232  VERT ORDER  -  FIRST     CLASS I
 DX2232
 DX2232.The horizontal coordinates were scaled from a topographic map and have
 DX2232.an estimated accuracy of +/- 6 seconds.
 DX2232
 DX2232.The orthometric height was determined by differential leveling
 DX2232.and adjusted in June 1991.
 DX2232
 DX2232.The geoid height was determined by GEOID03.
 DX2232
 DX2232.The dynamic height is computed by dividing the NAVD 88
 DX2232.geopotential number by the normal gravity value computed on the
 DX2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2232.degrees latitude (g = 980.6199 gals.).
 DX2232
 DX2232.The modeled gravity was interpolated from observed gravity values.
 DX2232
 DX2232;                    North         East    Units  Estimated Accuracy
 DX2232;SPC CA 6     -   685,390.    1,852,020.      MT  (+/- 180 meters Scaled)
 DX2232
 DX2232                          SUPERSEDED SURVEY CONTROL
 DX2232
 DX2232  NGVD 29 (??/??/92)   63.831  (m)          209.42   (f) ADJ UNCH    1 1
 DX2232
 DX2232.Superseded values are not recommended for survey control.
 DX2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2232.See file dsdata.txt to determine how the superseded data were derived.
 DX2232
 DX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT214434(NAD 83)
 DX2232_MARKER: DD = SURVEY DISK
 DX2232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2232_SP_SET: CATCH BASIN
 DX2232_STAMPING: LINE-403 1E-70-69
 DX2232_MARK LOGO: CA-059
 DX2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2232
 DX2232  HISTORY     - Date     Condition        Report By
 DX2232  HISTORY     - 1969     MONUMENTED       CA-059
 DX2232  HISTORY     - 1974     GOOD             CA-059
 DX2232  HISTORY     - 1977     GOOD             NGS
 DX2232  HISTORY     - 1988     GOOD             NGS
 DX2232  HISTORY     - 20070326 GOOD             GEOCAC
 DX2232
 DX2232                          STATION DESCRIPTION
 DX2232
 DX2232'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2232'0.6 MI SW FROM OLIVE.
 DX2232'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2232'FROM THE OLIVE HEIGHTS ASSOCIATION PACKING PLANT IN OLIVE TO ITS
 DX2232'INTERECTION WITH THE CENTER LINE PROLONGATION OF GLENDORA AVENUE,
 DX2232'THENCE 89 FEET NORTHEAST ALONG THE TRACK FROM THE PROLONGATION,
 DX2232'95 FEET SOUTHEAST AT A RIGHT ANGLE FROM THE SOUTHEAST RAIL OF THE
 DX2232'TRACK, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE ORANGE-OLIVE
 DX2232'ROAD, 1.5 FEET NORTHWEST OF A POWER POLE (NO NUMBER), SET IN THE
 DX2232'TOP OF THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 1 FOOT
 DX2232'HIGHER THAN THE GUTTER.
 DX2232
 DX2232                          STATION RECOVERY (1974)
 DX2232
 DX2232'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2232'RECOVERED IN GOOD CONDITION.
 DX2232
 DX2232                          STATION RECOVERY (1977)
 DX2232
 DX2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2232'RECOVERED IN GOOD CONDITION.
 DX2232
 DX2232                          STATION RECOVERY (1988)
 DX2232
 DX2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2232'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 DX2232'MI) SOUTH ALONG ORANGE-OLIVE ROAD FROM THE INTERSECTION OF LINCOLN
 DX2232'AVENUE IN OLIVE, IN TOP OF THE SOUTHWEST CORNER OF A CATCH BASIN,
 DX2232'27.1 M (88.9 FT) EAST OF THE ROAD CENTERLINE, 9.7 M (31.8 FT) NORTH
 DX2232'OF THE CENTERLINE OF GLENDORA AVENUE, 0.4 M (1.3 FT) NORTH OF A POWER
 DX2232'POLE.
 DX2232'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX2232
 DX2232                          STATION RECOVERY (2007)
 DX2232
 DX2232'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2230 ***********************************************************************
 DX2230  DESIGNATION -  1 E 71 69
 DX2230  PID         -  DX2230
 DX2230  STATE/COUNTY-  CA/ORANGE
 DX2230  USGS QUAD   -  ORANGE (1981)
 DX2230
 DX2230                         *CURRENT SURVEY CONTROL
 DX2230  ___________________________________________________________________
 DX2230* NAD 83(1986)-  33 49 16.     (N)    117 51 04.     (W)     SCALED    
 DX2230* NAVD 88     -        60.292  (meters)     197.81   (feet)  ADJUSTED  
 DX2230  ___________________________________________________________________
 DX2230  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DX2230  DYNAMIC HT  -          60.228 (meters)     197.60  (feet)  COMP
 DX2230  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DX2230  OBS GRAVITY -     979,568.2   (mgal)                       GRAV_OBS
 DX2230
 DX2230  VERT ORDER  -  FIRST     CLASS I
 DX2230
 DX2230.The horizontal coordinates were scaled from a topographic map and have
 DX2230.an estimated accuracy of +/- 6 seconds.
 DX2230
 DX2230.The orthometric height was determined by differential leveling
 DX2230.and adjusted in June 1991.
 DX2230
 DX2230.The geoid height was determined by GEOID03.
 DX2230
 DX2230.The dynamic height is computed by dividing the NAVD 88
 DX2230.geopotential number by the normal gravity value computed on the
 DX2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2230.degrees latitude (g = 980.6199 gals.).
 DX2230
 DX2230.The modeled gravity was interpolated from observed gravity values.
 DX2230.The observed gravity was obtained from relative gravimeter ties
 DX2230.to the IGSN71 gravity network.
 DX2230
 DX2230;                    North         East    Units  Estimated Accuracy
 DX2230;SPC CA 6     -   684,620.    1,851,780.      MT  (+/- 180 meters Scaled)
 DX2230
 DX2230                          SUPERSEDED SURVEY CONTROL
 DX2230
 DX2230  NGVD 29 (??/??/92)   59.535  (m)          195.32   (f) ADJ UNCH    1 1
 DX2230
 DX2230.Superseded values are not recommended for survey control.
 DX2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2230.See file dsdata.txt to determine how the superseded data were derived.
 DX2230
 DX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT212426(NAD 83)
 DX2230_MARKER: DD = SURVEY DISK
 DX2230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2230_SP_SET: CATCH BASIN
 DX2230_STAMPING: LINE-403 1E-71-69
 DX2230_MARK LOGO: CA-059
 DX2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2230
 DX2230  HISTORY     - Date     Condition        Report By
 DX2230  HISTORY     - 1969     MONUMENTED       CA-059
 DX2230  HISTORY     - 1974     GOOD             CA-059
 DX2230  HISTORY     - 1977     GOOD             NGS
 DX2230  HISTORY     - 1988     GOOD             NGS
 DX2230  HISTORY     - 20070326 GOOD             GEOCAC
 DX2230
 DX2230                          STATION DESCRIPTION
 DX2230
 DX2230'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2230'1.2 MI SW FROM ORANGE.
 DX2230'1.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2230'FROM THE OLIVE HEIGHTS CITRUS ASSOCIATION PACKING PLANT IN OLIVE TO
 DX2230'ITS INTERSECTION WITH THE CENTER LINE PROLONGATION OF GROVE
 DX2230'AVENUE, THENCE 64 FEET NORTHEAST ALONG THE TRACK FROM THE
 DX2230'PROLONGATION, 144 FEET SOUTHEAST AT THE RIGHT ANGLE FROM THE SOUTHEAST
 DX2230'RAIL OF THE TRACK, 81 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DX2230'ORANGE-OLIVE ROAD, 18.5 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 DX2230'SET IN THE TOP OF THE SOUTHEAST CORNER OF A 3.5 FOOT BY 7 FOOT
 DX2230'CONCRETE CATCH BASIN, 1 FOOT HIGHER THAN THE GUTTER.
 DX2230
 DX2230                          STATION RECOVERY (1974)
 DX2230
 DX2230'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2230'RECOVERED IN GOOD CONDITION.
 DX2230
 DX2230                          STATION RECOVERY (1977)
 DX2230
 DX2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2230'1.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 DX2230'FROM THE OLIVE HEIGHTS CITRUS ASSOCIATION PACKING PLANT IN OLIVE TO
 DX2230'THE INTERSECTION OF ORANGE-OLIVE ROAD AND GROVE AVENUE, 81.2 FT.
 DX2230'SOUTHEAST OF THE CENTER LINE OF ORANGE-OLIVE ROAD, 18.7 FT. NORTH OF
 DX2230'THE CENTER LINE OF THE AVENUE, 56.0 FT. SOUTHWEST OF A FIRE HYDRANT,
 DX2230'SET IN THE TOP OF THE SOUTHEAST CORNER OF A 3.5 FT. BY 7 FT. CONCRETE
 DX2230'CATCH BASIN ON THE NORTHEAST CORNER OF THE INTERSECTION.
 DX2230
 DX2230                          STATION RECOVERY (1988)
 DX2230
 DX2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2230'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.10
 DX2230'MI) SOUTH ALONG ORANGE-OLIVE ROAD FROM THE INTERSECTION OF LINCOLN
 DX2230'AVENUE IN OLIVE, IN TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN,
 DX2230'24.7 M (81.0 FT) EAST OF THE ROAD CENTERLINE, 5.7 M (18.7 FT) NORTH
 DX2230'OF THE CENTERLINE OF GROVE AVENUE.
 DX2230'THE MARK IS ABOVE LEVEL WITH THE AVENUES.
 DX2230
 DX2230                          STATION RECOVERY (2007)
 DX2230
 DX2230'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX2230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2228 ***********************************************************************
 DX2228  DESIGNATION -  1 E 72 69
 DX2228  PID         -  DX2228
 DX2228  STATE/COUNTY-  CA/ORANGE
 DX2228  USGS QUAD   -  ORANGE (1981)
 DX2228
 DX2228                         *CURRENT SURVEY CONTROL
 DX2228  ___________________________________________________________________
 DX2228* NAD 83(1986)-  33 48 22.     (N)    117 51 25.     (W)     SCALED    
 DX2228* NAVD 88     -        57.509  (meters)     188.68   (feet)  ADJUSTED  
 DX2228  ___________________________________________________________________
 DX2228  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DX2228  DYNAMIC HT  -          57.447 (meters)     188.47  (feet)  COMP
 DX2228  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DX2228
 DX2228  VERT ORDER  -  FIRST     CLASS I
 DX2228
 DX2228.The horizontal coordinates were scaled from a topographic map and have
 DX2228.an estimated accuracy of +/- 6 seconds.
 DX2228
 DX2228.The orthometric height was determined by differential leveling
 DX2228.and adjusted in June 1991.
 DX2228
 DX2228.The geoid height was determined by GEOID03.
 DX2228
 DX2228.The dynamic height is computed by dividing the NAVD 88
 DX2228.geopotential number by the normal gravity value computed on the
 DX2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2228.degrees latitude (g = 980.6199 gals.).
 DX2228
 DX2228.The modeled gravity was interpolated from observed gravity values.
 DX2228
 DX2228;                    North         East    Units  Estimated Accuracy
 DX2228;SPC CA 6     -   682,970.    1,851,210.      MT  (+/- 180 meters Scaled)
 DX2228
 DX2228                          SUPERSEDED SURVEY CONTROL
 DX2228
 DX2228  NGVD 29 (??/??/92)   56.753  (m)          186.20   (f) ADJ UNCH    1 1
 DX2228
 DX2228.Superseded values are not recommended for survey control.
 DX2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2228.See file dsdata.txt to determine how the superseded data were derived.
 DX2228
 DX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT206409(NAD 83)
 DX2228_MARKER: DD = SURVEY DISK
 DX2228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2228_SP_SET: CULVERT HEADWALL
 DX2228_STAMPING: LINE-403 1E-72-69
 DX2228_MARK LOGO: CA-059
 DX2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2228+STABILITY: SURFACE MOTION
 DX2228
 DX2228  HISTORY     - Date     Condition        Report By
 DX2228  HISTORY     - 1969     MONUMENTED       CA-059
 DX2228  HISTORY     - 1974     GOOD             CA-059
 DX2228  HISTORY     - 1977     GOOD             NGS
 DX2228  HISTORY     - 1988     GOOD             NGS
 DX2228  HISTORY     - 20070326 MARK NOT FOUND   GEOCAC
 DX2228
 DX2228                          STATION DESCRIPTION
 DX2228
 DX2228'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2228'1.3 MI N FROM ORANGE.
 DX2228'1.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2228'FROM THE RAILWAY STATION IN ORANGE, 0.2 MILE SOUTHWEST ALONG THE
 DX2228'TRACK FROM ITS CROSSING OF KATELLA AVENUE, ABOUT 150 FEET SOUTH ALONG
 DX2228'THE RAILWAY FROM THE B.C. OF THE CURVE IN THE RAILWAY GOING SOUTH
 DX2228'TO A TWIN 18 INCH PIPE UNDERCROSSING OF THE MAIN TRACK, 37.7 FEET
 DX2228'EAST OF THE EAST RAIL OF THE MAIN TRACK 2.6 FEET LOWER THAN THE
 DX2228'MAIN TRACK, 9.8 FEET WEST OF THE WEST RAIL OF A SIDING TRACK, 1.9
 DX2228'FEET LOWER THAN THE SIDING TRACK, 160.5 FEET SOUTH ALONG THE
 DX2228'SIDING TRACK FROM A 1.5 FOOT BY 2 FOOT BY 3 FOOT METAL INSTRUMENT
 DX2228'BOX, 76.5 FEET SOUTH ALONG THE SIDING TRACK FROM THE B.C. OF A
 DX2228'CURVE GOING SOUTH SET IN THE CENTER OF THE TOP OF A CONCRETE
 DX2228'HEADWALL OVER TWIN 18 INCH PIPES
 DX2228
 DX2228                          STATION RECOVERY (1974)
 DX2228
 DX2228'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2228'RECOVERED IN GOOD CONDITION.
 DX2228
 DX2228                          STATION RECOVERY (1977)
 DX2228
 DX2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2228'RECOVERED IN GOOD CONDITION.
 DX2228
 DX2228                          STATION RECOVERY (1988)
 DX2228
 DX2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2228'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 DX2228'MI) NORTH ALONG GLASSELL STREET FROM THE PLAZA IN ORANGE, THENCE 0.3
 DX2228'KM (0.20 MI) WEST ALONG COLLINS AVENUE, THENCE 0.4 KM (0.25 MI) NORTH
 DX2228'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD, IN TOP AND CENTER OF
 DX2228'THE WEST HEADWALL OF A DOUBLE 18-INCH CULVERT UNDER AN EAST SIDE
 DX2228'TRACK, 11.5 M (37.7 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK, 76.0
 DX2228'M (249.3 FT) NORTH OF THE EXTENDED CENTERLINE OF STRUCK AVENUE, 45.7
 DX2228'M (149.9 FT) SOUTH OF THE NORTH END OF A RAILROAD CURVE, 3.0 M (9.8
 DX2228'FT) WEST OF THE WEST RAIL OF THE SIDE TRACK.
 DX2228'THE MARK IS 0.6 M BELOW THE MAIN TRACK.
 DX2228
 DX2228                          STATION RECOVERY (2007)
 DX2228
 DX2228'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX2228'CULVERT AS DESCRIBED IS LARGELY BURIED UNDER MUD. TRIED TO SCRAPE AWAY
 DX2228'BUT FOUND NO BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2222 ***********************************************************************
 DX2222  DESIGNATION -  1 E 73 69
 DX2222  PID         -  DX2222
 DX2222  STATE/COUNTY-  CA/ORANGE
 DX2222  USGS QUAD   -  ORANGE (1981)
 DX2222
 DX2222                         *CURRENT SURVEY CONTROL
 DX2222  ___________________________________________________________________
 DX2222* NAD 83(1986)-  33 47 42.     (N)    117 51 10.     (W)     SCALED    
 DX2222* NAVD 88     -        58.704  (meters)     192.60   (feet)  ADJUSTED  
 DX2222  ___________________________________________________________________
 DX2222  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX2222  DYNAMIC HT  -          58.641 (meters)     192.39  (feet)  COMP
 DX2222  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DX2222  OBS GRAVITY -     979,576.9   (mgal)                       GRAV_OBS
 DX2222
 DX2222  VERT ORDER  -  FIRST     CLASS I
 DX2222
 DX2222.The horizontal coordinates were scaled from a topographic map and have
 DX2222.an estimated accuracy of +/- 6 seconds.
 DX2222
 DX2222.The orthometric height was determined by differential leveling
 DX2222.and adjusted in June 1991.
 DX2222
 DX2222.The geoid height was determined by GEOID03.
 DX2222
 DX2222.The dynamic height is computed by dividing the NAVD 88
 DX2222.geopotential number by the normal gravity value computed on the
 DX2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2222.degrees latitude (g = 980.6199 gals.).
 DX2222
 DX2222.The modeled gravity was interpolated from observed gravity values.
 DX2222.The observed gravity was obtained from relative gravimeter ties
 DX2222.to the IGSN71 gravity network.
 DX2222
 DX2222;                    North         East    Units  Estimated Accuracy
 DX2222;SPC CA 6     -   681,730.    1,851,580.      MT  (+/- 180 meters Scaled)
 DX2222
 DX2222                          SUPERSEDED SURVEY CONTROL
 DX2222
 DX2222  NGVD 29 (??/??/92)   57.952  (m)          190.13   (f) ADJ UNCH    1 1
 DX2222
 DX2222.Superseded values are not recommended for survey control.
 DX2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2222.See file dsdata.txt to determine how the superseded data were derived.
 DX2222
 DX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT210397(NAD 83)
 DX2222_MARKER: DD = SURVEY DISK
 DX2222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2222_SP_SET: CATCH BASIN
 DX2222_STAMPING: LINE-403 1E-73-69
 DX2222_MARK LOGO: CA-059
 DX2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2222
 DX2222  HISTORY     - Date     Condition        Report By
 DX2222  HISTORY     - 1969     MONUMENTED       CA-059
 DX2222  HISTORY     - 1974     GOOD             CA-059
 DX2222  HISTORY     - 1977     GOOD             NGS
 DX2222  HISTORY     - 1988     GOOD             NGS
 DX2222
 DX2222                          STATION DESCRIPTION
 DX2222
 DX2222'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2222'AT ORANGE.
 DX2222'0.5 MILE NORTH ALONG GLASSELL STREET FROM THE PLAZA IN ORANGE
 DX2222'TO ITS INTERSECTION WITH WALNUT AVENUE, 49.5 FEET EAST OF THE
 DX2222'CENTER LINE OF THE STREET, 16.5 FEET NORTH OF THE CENTER LINE
 DX2222'OF THE AVENUE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A 4 FOOT
 DX2222'BY 22 FOOT CONCRETE CATCH BASIN, 1 FOOT HIGHER THAN THE GUTTER.
 DX2222
 DX2222                          STATION RECOVERY (1974)
 DX2222
 DX2222'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2222'RECOVERED IN GOOD CONDITION.
 DX2222
 DX2222                          STATION RECOVERY (1977)
 DX2222
 DX2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2222'RECOVERED IN GOOD CONDITION.
 DX2222
 DX2222                          STATION RECOVERY (1988)
 DX2222
 DX2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2210 ***********************************************************************
 DX2210  DESIGNATION -  1 E 74 69
 DX2210  PID         -  DX2210
 DX2210  STATE/COUNTY-  CA/ORANGE
 DX2210  USGS QUAD   -  ORANGE (1981)
 DX2210
 DX2210                         *CURRENT SURVEY CONTROL
 DX2210  ___________________________________________________________________
 DX2210* NAD 83(1986)-  33 45 35.     (N)    117 51 21.     (W)     SCALED    
 DX2210* NAVD 88     -        47.71   (+/-2cm)     156.5    (feet)  VERTCON   
 DX2210  ___________________________________________________________________
 DX2210  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX2210  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2210
 DX2210.The horizontal coordinates were scaled from a topographic map and have
 DX2210.an estimated accuracy of +/- 6 seconds.
 DX2210
 DX2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2210.The vertical order pertains to the NGVD 29 superseded value.
 DX2210
 DX2210.The geoid height was determined by GEOID03.
 DX2210
 DX2210;                    North         East    Units  Estimated Accuracy
 DX2210;SPC CA 6     -   677,820.    1,851,240.      MT  (+/- 180 meters Scaled)
 DX2210
 DX2210                          SUPERSEDED SURVEY CONTROL
 DX2210
 DX2210  NGVD 29 (??/??/??)   46.985  (m)          154.15   (f) ADJUSTED    1 1
 DX2210
 DX2210.Superseded values are not recommended for survey control.
 DX2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2210.See file dsdata.txt to determine how the superseded data were derived.
 DX2210
 DX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207358(NAD 83)
 DX2210_MARKER: DD = SURVEY DISK
 DX2210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2210_SP_SET: CATCH BASIN
 DX2210_STAMPING: LINE-403 1E-74-69
 DX2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2210
 DX2210  HISTORY     - Date     Condition        Report By
 DX2210  HISTORY     - 1969     MONUMENTED       CA-059
 DX2210  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2210
 DX2210                          STATION DESCRIPTION
 DX2210
 DX2210'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2210'AT SANTA ANA.
 DX2210'0.9 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2210'FROM THE STATION AT SANTA ANA TO ITS CROSSING OF SEVENTEENTH
 DX2210'STREET, 112 FEET EAST ALONG THE NORTH CURB OF THE STREET FROM THE
 DX2210'EAST RAIL OF THE TRACK, 42 FEET NORTH OF THE CENTER LINE OF THE
 DX2210'STREET, SET IN THE TOP OF THE SOUTH SIDE AT THE CENTER OF A 10
 DX2210'FOOT BY 22 FOOT CONCRETE CATCH BASIN, 0.6 OF A FOOT HIGHER THAN
 DX2210'THE GUTTER.
 DX2210
 DX2210                          STATION RECOVERY (1977)
 DX2210
 DX2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2210'NEW CATCH BASIN AT LOCATION, 17TH STREET CURB IS REMODELED, MARK IS
 DX2210'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2206 ***********************************************************************
 DX2206  DESIGNATION -  1 E 75 69
 DX2206  PID         -  DX2206
 DX2206  STATE/COUNTY-  CA/ORANGE
 DX2206  USGS QUAD   -  ORANGE (1981)
 DX2206
 DX2206                         *CURRENT SURVEY CONTROL
 DX2206  ___________________________________________________________________
 DX2206* NAD 83(1986)-  33 45 17.     (N)    117 51 22.     (W)     SCALED    
 DX2206* NAVD 88     -        45.213  (meters)     148.34   (feet)  ADJUSTED  
 DX2206  ___________________________________________________________________
 DX2206  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DX2206  DYNAMIC HT  -          45.166 (meters)     148.18  (feet)  COMP
 DX2206  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DX2206
 DX2206  VERT ORDER  -  FIRST     CLASS I
 DX2206
 DX2206.The horizontal coordinates were scaled from a topographic map and have
 DX2206.an estimated accuracy of +/- 6 seconds.
 DX2206
 DX2206.The orthometric height was determined by differential leveling
 DX2206.and adjusted in June 1991.
 DX2206.WARNING-Repeat measurements at this control monument indicate possible
 DX2206.vertical movement.
 DX2206
 DX2206.The geoid height was determined by GEOID03.
 DX2206
 DX2206.The dynamic height is computed by dividing the NAVD 88
 DX2206.geopotential number by the normal gravity value computed on the
 DX2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2206.degrees latitude (g = 980.6199 gals.).
 DX2206
 DX2206.The modeled gravity was interpolated from observed gravity values.
 DX2206
 DX2206;                    North         East    Units  Estimated Accuracy
 DX2206;SPC CA 6     -   677,270.    1,851,200.      MT  (+/- 180 meters Scaled)
 DX2206
 DX2206                          SUPERSEDED SURVEY CONTROL
 DX2206
 DX2206  NGVD 29 (??/??/92)   44.506  (m)          146.02   (f) ADJ UNCH    1 1
 DX2206
 DX2206.Superseded values are not recommended for survey control.
 DX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2206.See file dsdata.txt to determine how the superseded data were derived.
 DX2206
 DX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207352(NAD 83)
 DX2206_MARKER: DD = SURVEY DISK
 DX2206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2206_SP_SET: HEADWALL
 DX2206_STAMPING: LINE-403 1E-75-69
 DX2206_MARK LOGO: CA-059
 DX2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2206+STABILITY: SURFACE MOTION
 DX2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2206+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX2206
 DX2206  HISTORY     - Date     Condition        Report By
 DX2206  HISTORY     - 1969     MONUMENTED       CA-059
 DX2206  HISTORY     - 1974     GOOD             CA-059
 DX2206  HISTORY     - 1977     GOOD             NGS
 DX2206  HISTORY     - 1988     GOOD             NGS
 DX2206  HISTORY     - 19890523 GOOD             NGS
 DX2206  HISTORY     - 20060305 GOOD             USPSQD
 DX2206  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2206
 DX2206                          STATION DESCRIPTION
 DX2206
 DX2206'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2206'AT SANTA ANA.
 DX2206'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2206'FROM THE STATION AT SANTA ANA TO ITS CROSSING OF WASHINGTON
 DX2206'AVENUE, 44.5 FEET SOUTH OF THE CENTER LINE OF WASHINGTON AVENUE,
 DX2206'15 FEET EAST OF THE CENTER LINE OF LINCOLN AVENUE, SET IN THE TOP
 DX2206'OF AND 0.5 OF A FOOT SOUTH OF THE NORTH END OF A CONCRETE HEADWALL
 DX2206'FOR A 1 FOOT BY 11 FOOT CONCRETE BOX CULVERT, LEVEL WITH THE RAIL.
 DX2206
 DX2206                          STATION RECOVERY (1974)
 DX2206
 DX2206'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2206'RECOVERED IN GOOD CONDITION.
 DX2206
 DX2206                          STATION RECOVERY (1977)
 DX2206
 DX2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2206'RECOVERED IN GOOD CONDITION.
 DX2206
 DX2206                          STATION RECOVERY (1988)
 DX2206
 DX2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2206'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 DX2206'MI) NORTH ALONG BUSH STREET FROM THE POST OFFICE IN SANTA ANA, THENCE
 DX2206'0.9 KM (0.55 MI) EAST ALONG WASHINGTON AVENUE, IN TOP AND 0.15 M (0.5
 DX2206'FT) SOUTH OF THE NORTH END OF A HEADWALL, 13.5 M (44.3 FT) SOUTH OF
 DX2206'THE CENTERLINE OF WASHINGTON AVENUE, 4.6 M (15.1 FT) EAST OF THE
 DX2206'CENTERLINE OF LINCOLN AVENUE, 3.3 M (10.8 FT) WEST OF THE WEST RAIL
 DX2206'OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD.
 DX2206'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 DX2206
 DX2206                          STATION RECOVERY (1989)
 DX2206
 DX2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2206'RECOVERED IN GOOD CONDITION.
 DX2206
 DX2206                          STATION RECOVERY (2006)
 DX2206
 DX2206'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX2206'RECOVERED IN GOOD CONDITION.
 DX2206
 DX2206                          STATION RECOVERY (2006)
 DX2206
 DX2206'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1912 ***********************************************************************
 DX1912  DESIGNATION -  1 E 75 A 69
 DX1912  PID         -  DX1912
 DX1912  STATE/COUNTY-  CA/ORANGE
 DX1912  USGS QUAD   -  TUSTIN (1981)
 DX1912
 DX1912                         *CURRENT SURVEY CONTROL
 DX1912  ___________________________________________________________________
 DX1912* NAD 83(1986)-  33 44 43.     (N)    117 52 03.     (W)     SCALED    
 DX1912* NAVD 88     -        34.801  (meters)     114.18   (feet)  ADJUSTED  
 DX1912  ___________________________________________________________________
 DX1912  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1912  DYNAMIC HT  -          34.765 (meters)     114.06  (feet)  COMP
 DX1912  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DX1912
 DX1912  VERT ORDER  -  FIRST     CLASS I
 DX1912
 DX1912.The horizontal coordinates were scaled from a topographic map and have
 DX1912.an estimated accuracy of +/- 6 seconds.
 DX1912
 DX1912.The orthometric height was determined by differential leveling
 DX1912.and adjusted in June 1991.
 DX1912.WARNING-Repeat measurements at this control monument indicate possible
 DX1912.vertical movement.
 DX1912
 DX1912.The geoid height was determined by GEOID03.
 DX1912
 DX1912.The dynamic height is computed by dividing the NAVD 88
 DX1912.geopotential number by the normal gravity value computed on the
 DX1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1912.degrees latitude (g = 980.6199 gals.).
 DX1912
 DX1912.The modeled gravity was interpolated from observed gravity values.
 DX1912
 DX1912;                    North         East    Units  Estimated Accuracy
 DX1912;SPC CA 6     -   676,240.    1,850,130.      MT  (+/- 180 meters Scaled)
 DX1912
 DX1912                          SUPERSEDED SURVEY CONTROL
 DX1912
 DX1912  NGVD 29 (??/??/??)   34.098  (m)          111.87   (f) ADJUSTED    1 1
 DX1912
 DX1912.Superseded values are not recommended for survey control.
 DX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1912.See file dsdata.txt to determine how the superseded data were derived.
 DX1912
 DX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196342(NAD 83)
 DX1912_MARKER: DD = SURVEY DISK
 DX1912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1912_SP_SET: CATCH BASIN
 DX1912_STAMPING: LINE-403 1E-75A-69
 DX1912_MARK LOGO: CA-059
 DX1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1912+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX1912
 DX1912  HISTORY     - Date     Condition        Report By
 DX1912  HISTORY     - 1969     MONUMENTED       CA-059
 DX1912  HISTORY     - 1974     GOOD             CA-059
 DX1912  HISTORY     - 1977     GOOD             NGS
 DX1912  HISTORY     - 1988     GOOD             NGS
 DX1912  HISTORY     - 20060304 GOOD             USPSQD
 DX1912  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1912
 DX1912                          STATION DESCRIPTION
 DX1912
 DX1912'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1912'AT SANTA ANA.
 DX1912'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS, GO
 DX1912'ONE BLOCK WEST TO MAIN STREET, THENCE 0.3 MILES SOUTH ALONG MAIN
 DX1912'STREET TO ITS INTERSECTION WITH FIRST STREET, 67.5 FEET EAST OF THE
 DX1912'CENTER LINE OF MAIN STREET 49 FEET NORTH OF THE YELLOW DOUBLE DIVIDER
 DX1912'FOR THE TRAFFIC LANES, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 DX1912'A CONCRETE CATCH BASIN, 0.7 OF A FOOT HIGHER THAN THE GUTTER.
 DX1912
 DX1912                          STATION RECOVERY (1974)
 DX1912
 DX1912'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1912'RECOVERED IN GOOD CONDITION.
 DX1912
 DX1912                          STATION RECOVERY (1977)
 DX1912
 DX1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1912'RECOVERED IN GOOD CONDITION.
 DX1912
 DX1912                          STATION RECOVERY (1988)
 DX1912
 DX1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1912'RECOVERED IN GOOD CONDITION.
 DX1912
 DX1912                          STATION RECOVERY (2006)
 DX1912
 DX1912'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1912'RECOVERED IN GOOD CONDITION.
 DX1912
 DX1912                          STATION RECOVERY (2006)
 DX1912
 DX1912'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1914 ***********************************************************************
 DX1914  DESIGNATION -  1 E 76 69
 DX1914  PID         -  DX1914
 DX1914  STATE/COUNTY-  CA/ORANGE
 DX1914  USGS QUAD   -  TUSTIN (1981)
 DX1914
 DX1914                         *CURRENT SURVEY CONTROL
 DX1914  ___________________________________________________________________
 DX1914* NAD 83(1986)-  33 44 30.     (N)    117 52 03.     (W)     SCALED    
 DX1914* NAVD 88     -        32.103  (meters)     105.32   (feet)  ADJUSTED  
 DX1914  ___________________________________________________________________
 DX1914  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1914  DYNAMIC HT  -          32.070 (meters)     105.22  (feet)  COMP
 DX1914  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 DX1914
 DX1914  VERT ORDER  -  FIRST     CLASS I
 DX1914
 DX1914.The horizontal coordinates were scaled from a topographic map and have
 DX1914.an estimated accuracy of +/- 6 seconds.
 DX1914
 DX1914.The orthometric height was determined by differential leveling
 DX1914.and adjusted in June 1991.
 DX1914.WARNING-Repeat measurements at this control monument indicate possible
 DX1914.vertical movement.
 DX1914
 DX1914.The geoid height was determined by GEOID03.
 DX1914
 DX1914.The dynamic height is computed by dividing the NAVD 88
 DX1914.geopotential number by the normal gravity value computed on the
 DX1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1914.degrees latitude (g = 980.6199 gals.).
 DX1914
 DX1914.The modeled gravity was interpolated from observed gravity values.
 DX1914
 DX1914;                    North         East    Units  Estimated Accuracy
 DX1914;SPC CA 6     -   675,840.    1,850,130.      MT  (+/- 180 meters Scaled)
 DX1914
 DX1914                          SUPERSEDED SURVEY CONTROL
 DX1914
 DX1914  NGVD 29 (??/??/92)   31.394  (m)          103.00   (f) ADJ UNCH    1 1
 DX1914
 DX1914.Superseded values are not recommended for survey control.
 DX1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1914.See file dsdata.txt to determine how the superseded data were derived.
 DX1914
 DX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196338(NAD 83)
 DX1914_MARKER: DD = SURVEY DISK
 DX1914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1914_SP_SET: CATCH BASIN
 DX1914_STAMPING: LINE-403 1E-76-69
 DX1914_MARK LOGO: CA-059
 DX1914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1914+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX1914
 DX1914  HISTORY     - Date     Condition        Report By
 DX1914  HISTORY     - UNK      MONUMENTED       CA-059
 DX1914  HISTORY     - 1969     GOOD             NGS
 DX1914  HISTORY     - 1974     GOOD             CA-059
 DX1914  HISTORY     - 1977     GOOD             NGS
 DX1914  HISTORY     - 1988     GOOD             NGS
 DX1914  HISTORY     - 20060304 GOOD             USPSQD
 DX1914
 DX1914                          STATION DESCRIPTION
 DX1914
 DX1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX1914'0.6 MI S FROM SANTA ANA.
 DX1914'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS, GO
 DX1914'ONE BLOCK WEST TO MAIN STREET, THENCE 0.6 MILES SOUTH ALONG MAIN
 DX1914'STREET TO ITS INTERSECTION WITH MYRTLE STREET, 30 FEET EAST OF
 DX1914'THE CENTER LINE OF MAIN STREET, 58.2 FEET NORTH OF THE CENTER LINE
 DX1914'OF MYRTLE STREET, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 DX1914'CONCRETE CATCH BASIN.  0.7 OF A FOOT HIGHER THAN THE GUTTER.
 DX1914
 DX1914                          STATION RECOVERY (1974)
 DX1914
 DX1914'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1914'RECOVERED IN GOOD CONDITION.
 DX1914
 DX1914                          STATION RECOVERY (1977)
 DX1914
 DX1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1914'RECOVERED IN GOOD CONDITION.
 DX1914
 DX1914                          STATION RECOVERY (1988)
 DX1914
 DX1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1914'RECOVERED IN GOOD CONDITION.
 DX1914
 DX1914                          STATION RECOVERY (2006)
 DX1914
 DX1914'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1916 ***********************************************************************
 DX1916  DESIGNATION -  1 E 77 69
 DX1916  PID         -  DX1916
 DX1916  STATE/COUNTY-  CA/ORANGE
 DX1916  USGS QUAD   -  TUSTIN (1981)
 DX1916
 DX1916                         *CURRENT SURVEY CONTROL
 DX1916  ___________________________________________________________________
 DX1916* NAD 83(1986)-  33 44 09.     (N)    117 52 03.     (W)     SCALED    
 DX1916* NAVD 88     -        28.958  (meters)      95.01   (feet)  ADJUSTED  
 DX1916  ___________________________________________________________________
 DX1916  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1916  DYNAMIC HT  -          28.928 (meters)      94.91  (feet)  COMP
 DX1916  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DX1916
 DX1916  VERT ORDER  -  FIRST     CLASS I
 DX1916
 DX1916.The horizontal coordinates were scaled from a topographic map and have
 DX1916.an estimated accuracy of +/- 6 seconds.
 DX1916
 DX1916.The orthometric height was determined by differential leveling
 DX1916.and adjusted in June 1991.
 DX1916.WARNING-Repeat measurements at this control monument indicate possible
 DX1916.vertical movement.
 DX1916
 DX1916.The geoid height was determined by GEOID03.
 DX1916
 DX1916.The dynamic height is computed by dividing the NAVD 88
 DX1916.geopotential number by the normal gravity value computed on the
 DX1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1916.degrees latitude (g = 980.6199 gals.).
 DX1916
 DX1916.The modeled gravity was interpolated from observed gravity values.
 DX1916
 DX1916;                    North         East    Units  Estimated Accuracy
 DX1916;SPC CA 6     -   675,190.    1,850,120.      MT  (+/- 180 meters Scaled)
 DX1916
 DX1916                          SUPERSEDED SURVEY CONTROL
 DX1916
 DX1916  NGVD 29 (??/??/92)   28.242  (m)           92.66   (f) ADJ UNCH    1 1
 DX1916
 DX1916.Superseded values are not recommended for survey control.
 DX1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1916.See file dsdata.txt to determine how the superseded data were derived.
 DX1916
 DX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196332(NAD 83)
 DX1916_MARKER: DD = SURVEY DISK
 DX1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1916_SP_SET: CATCH BASIN
 DX1916_STAMPING: LINE-403 1E-77-69
 DX1916_MARK LOGO: CA-059
 DX1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1916+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX1916
 DX1916  HISTORY     - Date     Condition        Report By
 DX1916  HISTORY     - UNK      MONUMENTED       CA-059
 DX1916  HISTORY     - 1969     GOOD             NGS
 DX1916  HISTORY     - 1974     GOOD             CA-059
 DX1916  HISTORY     - 1977     GOOD             NGS
 DX1916  HISTORY     - 1988     GOOD             NGS
 DX1916  HISTORY     - 20060304 GOOD             USPSQD
 DX1916
 DX1916                          STATION DESCRIPTION
 DX1916
 DX1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX1916'1 MI S FROM SANTA ANA.
 DX1916'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS, GO ONE
 DX1916'BLOCK WEST TO MAIN STREET, THENCE 1.0 MILES SOUTH ALONG MAIN STREET
 DX1916'TO ITS INTERSECTION WITH CUBBON STREET, 30 FEET EAST OF THE CENTER
 DX1916'LINE OF MAIN STREET, 36.5 FEET NORTH OF THE CENTER LINE OF CUBBON
 DX1916'STREET, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE CATCH
 DX1916'BASIN, 0.7 OF A FOOT HIGHER THAN THE GUTTER.
 DX1916
 DX1916                          STATION RECOVERY (1974)
 DX1916
 DX1916'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1916'RECOVERED IN GOOD CONDITION.
 DX1916
 DX1916                          STATION RECOVERY (1977)
 DX1916
 DX1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1916'CORRECTION- IN THE TOP OF THE SOUTHWEST END OF A CONCRETE CATCH
 DX1916'BASIN ON THE NORTHEAST CORNER OF THE INTERSECTION, 0.7 FT. HIGHER
 DX1916'THAN THE GUTTER.
 DX1916
 DX1916                          STATION RECOVERY (1988)
 DX1916
 DX1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1916'RECOVERED IN GOOD CONDITION.
 DX1916
 DX1916                          STATION RECOVERY (2006)
 DX1916
 DX1916'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1922 ***********************************************************************
 DX1922  DESIGNATION -  1 E 78 69
 DX1922  PID         -  DX1922
 DX1922  STATE/COUNTY-  CA/ORANGE
 DX1922  USGS QUAD   -  TUSTIN (1981)
 DX1922
 DX1922                         *CURRENT SURVEY CONTROL
 DX1922  ___________________________________________________________________
 DX1922* NAD 83(1986)-  33 43 38.     (N)    117 52 01.     (W)     SCALED    
 DX1922* NAVD 88     -        23.144  (meters)      75.93   (feet)  ADJUSTED  
 DX1922  ___________________________________________________________________
 DX1922  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1922  DYNAMIC HT  -          23.120 (meters)      75.85  (feet)  COMP
 DX1922  MODELED GRAV-     979,592.1   (mgal)                       NAVD 88
 DX1922
 DX1922  VERT ORDER  -  FIRST     CLASS I
 DX1922
 DX1922.The horizontal coordinates were scaled from a topographic map and have
 DX1922.an estimated accuracy of +/- 6 seconds.
 DX1922
 DX1922.The orthometric height was determined by differential leveling
 DX1922.and adjusted in June 1991.
 DX1922
 DX1922.The geoid height was determined by GEOID03.
 DX1922
 DX1922.The dynamic height is computed by dividing the NAVD 88
 DX1922.geopotential number by the normal gravity value computed on the
 DX1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1922.degrees latitude (g = 980.6199 gals.).
 DX1922
 DX1922.The modeled gravity was interpolated from observed gravity values.
 DX1922
 DX1922;                    North         East    Units  Estimated Accuracy
 DX1922;SPC CA 6     -   674,230.    1,850,150.      MT  (+/- 180 meters Scaled)
 DX1922
 DX1922                          SUPERSEDED SURVEY CONTROL
 DX1922
 DX1922  NGVD 29 (??/??/92)   22.422  (m)           73.56   (f) ADJ UNCH    1 1
 DX1922
 DX1922.Superseded values are not recommended for survey control.
 DX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1922.See file dsdata.txt to determine how the superseded data were derived.
 DX1922
 DX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196322(NAD 83)
 DX1922_MARKER: DD = SURVEY DISK
 DX1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1922_SP_SET: CATCH BASIN
 DX1922_STAMPING: LINE-403 1E-78-69
 DX1922_MARK LOGO: CA-059
 DX1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1922+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX1922
 DX1922  HISTORY     - Date     Condition        Report By
 DX1922  HISTORY     - 1969     MONUMENTED       CA-059
 DX1922  HISTORY     - 1974     GOOD             CA-059
 DX1922  HISTORY     - 1977     GOOD             NGS
 DX1922  HISTORY     - 1988     GOOD             NGS
 DX1922  HISTORY     - 19960302 GOOD             USPSQD
 DX1922  HISTORY     - 20060304 GOOD             USPSQD
 DX1922
 DX1922                          STATION DESCRIPTION
 DX1922
 DX1922'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1922'1.6 MI S FROM SANTA ANA.
 DX1922'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS, GO
 DX1922'ONE BLOCK WEST TO MAIN STREET, THENCE 1.6 MILES SOUTH ALONG MAIN
 DX1922'STREET TO ITS INTERSECTION WITH EDINGER AVENUE, 74.5 FEET EAST OF
 DX1922'THE CENTER LINE OF MAIN STREET, 48.5 FEET NORTH OF THE CENTER LINE
 DX1922'OF EDINGER AVENUE, SET IN THE TOP OF THE SOUTHEAST CORNER OF A
 DX1922'CONCRETE CATCH BASIN, 0.7 OF A FOOT HIGHER THAN THE GUTTER.
 DX1922
 DX1922                          STATION RECOVERY (1974)
 DX1922
 DX1922'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1922'RECOVERED IN GOOD CONDITION.
 DX1922
 DX1922                          STATION RECOVERY (1977)
 DX1922
 DX1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1922'RECOVERED IN GOOD CONDITION.
 DX1922
 DX1922                          STATION RECOVERY (1988)
 DX1922
 DX1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1922'RECOVERED IN GOOD CONDITION.
 DX1922
 DX1922                          STATION RECOVERY (1996)
 DX1922
 DX1922'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1922'RECOVERED IN GOOD CONDITION.
 DX1922
 DX1922                          STATION RECOVERY (2006)
 DX1922
 DX1922'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1925 ***********************************************************************
 DX1925  DESIGNATION -  1 E 79 69
 DX1925  PID         -  DX1925
 DX1925  STATE/COUNTY-  CA/ORANGE
 DX1925  USGS QUAD   -  TUSTIN (1981)
 DX1925
 DX1925                         *CURRENT SURVEY CONTROL
 DX1925  ___________________________________________________________________
 DX1925* NAD 83(1986)-  33 43 21.     (N)    117 52 00.     (W)     SCALED    
 DX1925* NAVD 88     -        19.95   (+/-2cm)      65.5    (feet)  VERTCON   
 DX1925  ___________________________________________________________________
 DX1925  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1925  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1925
 DX1925.The horizontal coordinates were scaled from a topographic map and have
 DX1925.an estimated accuracy of +/- 6 seconds.
 DX1925
 DX1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1925.The vertical order pertains to the NGVD 29 superseded value.
 DX1925
 DX1925.The geoid height was determined by GEOID03.
 DX1925
 DX1925;                    North         East    Units  Estimated Accuracy
 DX1925;SPC CA 6     -   673,710.    1,850,170.      MT  (+/- 180 meters Scaled)
 DX1925
 DX1925                          SUPERSEDED SURVEY CONTROL
 DX1925
 DX1925  NGVD 29 (??/??/??)   19.246  (m)           63.14   (f) ADJUSTED    1 1
 DX1925
 DX1925.Superseded values are not recommended for survey control.
 DX1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1925.See file dsdata.txt to determine how the superseded data were derived.
 DX1925
 DX1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT197317(NAD 83)
 DX1925_MARKER: DD = SURVEY DISK
 DX1925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1925_SP_SET: CONCRETE BASE
 DX1925_STAMPING: LINE-403 1E-79-69
 DX1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1925
 DX1925  HISTORY     - Date     Condition        Report By
 DX1925  HISTORY     - 1969     MONUMENTED       CA-059
 DX1925  HISTORY     - 1974     GOOD             CA-059
 DX1925  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1925
 DX1925                          STATION DESCRIPTION
 DX1925
 DX1925'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1925'2 MI S FROM SANTA ANA.
 DX1925'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS, GO
 DX1925'ONE BLOCK WEST TO MAIN STREET, THENCE 2.0 MILES SOUTH ALONG MAIN
 DX1925'STREET TO ITS INTERSECTION WITH ST. ANDREW PLACE, THENCE ALONG
 DX1925'ST. ANDREW PLACE ABOUT 400 FEET TO ITS INTERSECTION WITH CYPRESS
 DX1925'AVENUE, 41.7 FEET SOUTH OF THE CENTER LINE OF ST. ANDREW PLACE,
 DX1925'22 FEET WEST OF THE CENTER LINE OF CYPRESS AVENUE, SET IN THE TOP
 DX1925'OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR A 1 FOOT BY
 DX1925'8 FOOT HIGH IRON VENT PIPE, 0.6 OF A FOOT HIGHER THAN THE GUTTER.
 DX1925
 DX1925                          STATION RECOVERY (1974)
 DX1925
 DX1925'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1925'RECOVERED IN GOOD CONDITION.
 DX1925
 DX1925                          STATION RECOVERY (1977)
 DX1925
 DX1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1925'NOT RECOVERED, PROBABLY DESTROYED OR COVERED BY RECENT CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1926 ***********************************************************************
 DX1926  DESIGNATION -  1 E 80 69
 DX1926  PID         -  DX1926
 DX1926  STATE/COUNTY-  CA/ORANGE
 DX1926  USGS QUAD   -  TUSTIN (1981)
 DX1926
 DX1926                         *CURRENT SURVEY CONTROL
 DX1926  ___________________________________________________________________
 DX1926* NAD 83(1986)-  33 43 02.     (N)    117 52 04.     (W)     SCALED    
 DX1926* NAVD 88     -        16.792  (meters)      55.09   (feet)  ADJUSTED  
 DX1926  ___________________________________________________________________
 DX1926  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1926  DYNAMIC HT  -          16.774 (meters)      55.03  (feet)  COMP
 DX1926  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DX1926
 DX1926  VERT ORDER  -  FIRST     CLASS I
 DX1926
 DX1926.The horizontal coordinates were scaled from a topographic map and have
 DX1926.an estimated accuracy of +/- 6 seconds.
 DX1926
 DX1926.The orthometric height was determined by differential leveling
 DX1926.and adjusted in June 1991.
 DX1926
 DX1926.The geoid height was determined by GEOID03.
 DX1926
 DX1926.The dynamic height is computed by dividing the NAVD 88
 DX1926.geopotential number by the normal gravity value computed on the
 DX1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1926.degrees latitude (g = 980.6199 gals.).
 DX1926
 DX1926.The modeled gravity was interpolated from observed gravity values.
 DX1926
 DX1926;                    North         East    Units  Estimated Accuracy
 DX1926;SPC CA 6     -   673,130.    1,850,060.      MT  (+/- 180 meters Scaled)
 DX1926
 DX1926                          SUPERSEDED SURVEY CONTROL
 DX1926
 DX1926  NGVD 29 (??/??/92)   16.072  (m)           52.73   (f) ADJ UNCH    1 1
 DX1926
 DX1926.Superseded values are not recommended for survey control.
 DX1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1926.See file dsdata.txt to determine how the superseded data were derived.
 DX1926
 DX1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195311(NAD 83)
 DX1926_MARKER: DD = SURVEY DISK
 DX1926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1926_SP_SET: CATCH BASIN
 DX1926_STAMPING: LINE-403 1E-80-69
 DX1926_MARK LOGO: CA-059
 DX1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1926+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX1926
 DX1926  HISTORY     - Date     Condition        Report By
 DX1926  HISTORY     - UNK      MONUMENTED       CA-059
 DX1926  HISTORY     - 1969     GOOD             NGS
 DX1926  HISTORY     - 1974     GOOD             CA-059
 DX1926  HISTORY     - 1977     GOOD             NGS
 DX1926  HISTORY     - 1988     GOOD             NGS
 DX1926  HISTORY     - 19960302 GOOD             USPSQD
 DX1926  HISTORY     - 20060304 GOOD             USPSQD
 DX1926
 DX1926                          STATION DESCRIPTION
 DX1926
 DX1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX1926'2.4 MI S FROM SANTA ANA.
 DX1926'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS, GO
 DX1926'ONE BLOCK WEST TO MAIN STREET, THENCE 2.4 MILES SOUTH ALONG MAIN
 DX1926'STREET TO ITS INTERSECTION WITH BROADWAY, 83.5 FEET NORTH ALONG
 DX1926'A CONCRETE CROSS GUTTER FROM THE CENTER LINE OF BROADWAY, 34.5
 DX1926'FEET WEST OF THE CENTER LINE OF THE STREET, 7.5 FEET SOUTHEAST
 DX1926'OF FIRE HYDRANT NUMBER 2176, SET IN THE TOP OF THE NORTHEAST CORNER
 DX1926'OF A CONCRETE CATCH BASIN, 1 FOOT HIGHER THAN THE GUTTER.
 DX1926
 DX1926                          STATION RECOVERY (1974)
 DX1926
 DX1926'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1926'RECOVERED IN GOOD CONDITION.
 DX1926
 DX1926                          STATION RECOVERY (1977)
 DX1926
 DX1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1926'RECOVERED IN GOOD CONDITION.
 DX1926
 DX1926                          STATION RECOVERY (1988)
 DX1926
 DX1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1926'RECOVERED IN GOOD CONDITION.
 DX1926
 DX1926                          STATION RECOVERY (1996)
 DX1926
 DX1926'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1926'RECOVERED IN GOOD CONDITION.
 DX1926
 DX1926                          STATION RECOVERY (2006)
 DX1926
 DX1926'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1930 ***********************************************************************
 DX1930  DESIGNATION -  1 E 81 69
 DX1930  PID         -  DX1930
 DX1930  STATE/COUNTY-  CA/ORANGE
 DX1930  USGS QUAD   -  TUSTIN (1981)
 DX1930
 DX1930                         *CURRENT SURVEY CONTROL
 DX1930  ___________________________________________________________________
 DX1930* NAD 83(1986)-  33 42 31.     (N)    117 51 58.     (W)     SCALED    
 DX1930* NAVD 88     -        14.083  (meters)      46.20   (feet)  ADJUSTED  
 DX1930  ___________________________________________________________________
 DX1930  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1930  DYNAMIC HT  -          14.068 (meters)      46.15  (feet)  COMP
 DX1930  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 DX1930
 DX1930  VERT ORDER  -  FIRST     CLASS I
 DX1930
 DX1930.The horizontal coordinates were scaled from a topographic map and have
 DX1930.an estimated accuracy of +/- 6 seconds.
 DX1930
 DX1930.The orthometric height was determined by differential leveling
 DX1930.and adjusted in June 1991.
 DX1930.WARNING-Repeat measurements at this control monument indicate possible
 DX1930.vertical movement.
 DX1930
 DX1930.The geoid height was determined by GEOID03.
 DX1930
 DX1930.The dynamic height is computed by dividing the NAVD 88
 DX1930.geopotential number by the normal gravity value computed on the
 DX1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1930.degrees latitude (g = 980.6199 gals.).
 DX1930
 DX1930.The modeled gravity was interpolated from observed gravity values.
 DX1930
 DX1930;                    North         East    Units  Estimated Accuracy
 DX1930;SPC CA 6     -   672,170.    1,850,200.      MT  (+/- 180 meters Scaled)
 DX1930
 DX1930                          SUPERSEDED SURVEY CONTROL
 DX1930
 DX1930  NGVD 29 (??/??/92)   13.372  (m)           43.87   (f) ADJ UNCH    1 1
 DX1930
 DX1930.Superseded values are not recommended for survey control.
 DX1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1930.See file dsdata.txt to determine how the superseded data were derived.
 DX1930
 DX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT197301(NAD 83)
 DX1930_MARKER: DD = SURVEY DISK
 DX1930_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX1930+WITH SETTING: PAVEMENT
 DX1930_SP_SET: CONCRETE BASE
 DX1930_STAMPING: LINE-403 1E-81-69
 DX1930_MARK LOGO: CA-059
 DX1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1930
 DX1930  HISTORY     - Date     Condition        Report By
 DX1930  HISTORY     - 1969     MONUMENTED       CA-059
 DX1930  HISTORY     - 1974     GOOD             CA-059
 DX1930  HISTORY     - 1977     GOOD             NGS
 DX1930  HISTORY     - 1988     GOOD             NGS
 DX1930  HISTORY     - 19960302 GOOD             USPSQD
 DX1930  HISTORY     - 20050824 MARK NOT FOUND   GEOCAC
 DX1930  HISTORY     - 20081211 MARK NOT FOUND   INDIV
 DX1930
 DX1930                          STATION DESCRIPTION
 DX1930
 DX1930'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1930'3 MI S FROM SANTA ANA.
 DX1930'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS,
 DX1930'GO ONE BLOCK WEST TO MAIN STREET, THENCE 3.0 MILES SOUTH ALONG
 DX1930'MAIN STREET TO ITS INTERSECTION WITH DYER ROAD, ABOUT 335 FEET
 DX1930'EAST ALONG THE ROAD TO NUMBER 122 EAST DYER ROAD, 30.5 FEET
 DX1930'SOUTH OF THE CENTER LINE OF THE ROAD, 0.5 OF A FOOT EAST OF THE
 DX1930'NORTHEAST CORNER OF A CONCRETE VAULT WITH STEEL INSPECTION
 DX1930'LIDS, 0.5 OF A FOOT NORTHWEST OF A 1 FOOT IRON VENT PIPE 10
 DX1930'FEET HIGH, SET IN THE TOP OF THE NORTHWEST PART OF THE CONCRETE
 DX1930'BASE OF THE VENT PIPE, 0.6 OF A FOOT HIGHER THAN THE GUTTER.
 DX1930
 DX1930                          STATION RECOVERY (1974)
 DX1930
 DX1930'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1930'RECOVERED IN GOOD CONDITION.
 DX1930
 DX1930                          STATION RECOVERY (1977)
 DX1930
 DX1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1930'RECOVERED IN GOOD CONDITION.
 DX1930
 DX1930                          STATION RECOVERY (1988)
 DX1930
 DX1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1930'RECOVERED IN GOOD CONDITION.
 DX1930
 DX1930                          STATION RECOVERY (1996)
 DX1930
 DX1930'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1930'RECOVERED IN GOOD CONDITION.
 DX1930
 DX1930                          STATION RECOVERY (2005)
 DX1930
 DX1930'RECOVERY NOTE BY GEOCACHING 2005 (JBC)
 DX1930'STEEL-LIDDED VAULT FOUND IN FRONT OF 122 E. DYER ROAD, BUT THERE IS NO
 DX1930'VENT PIPE WITHIN 300 FEET OF IT.  DYER ROAD NOW EXTENDS ACROSS MAIN
 DX1930'STREET, AND APPEARS TO HAVE BEEN WIDENED, AS IT IS NOW ABOUT 38 FEET
 DX1930'FROM THE CENTER OF DYER ROAD TO THE CURB.
 DX1930
 DX1930                          STATION RECOVERY (2008)
 DX1930
 DX1930'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JR)
 DX1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1932 ***********************************************************************
 DX1932  DESIGNATION -  1 E 82 69
 DX1932  PID         -  DX1932
 DX1932  STATE/COUNTY-  CA/ORANGE
 DX1932  USGS QUAD   -  TUSTIN (1981)
 DX1932
 DX1932                         *CURRENT SURVEY CONTROL
 DX1932  ___________________________________________________________________
 DX1932* NAD 83(1986)-  33 42 00.     (N)    117 52 04.     (W)     SCALED    
 DX1932* NAVD 88     -        11.217  (meters)      36.80   (feet)  ADJUSTED  
 DX1932  ___________________________________________________________________
 DX1932  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DX1932  DYNAMIC HT  -          11.205 (meters)      36.76  (feet)  COMP
 DX1932  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DX1932
 DX1932  VERT ORDER  -  FIRST     CLASS I
 DX1932
 DX1932.The horizontal coordinates were scaled from a topographic map and have
 DX1932.an estimated accuracy of +/- 6 seconds.
 DX1932
 DX1932.The orthometric height was determined by differential leveling
 DX1932.and adjusted in June 1991.
 DX1932
 DX1932.The geoid height was determined by GEOID03.
 DX1932
 DX1932.The dynamic height is computed by dividing the NAVD 88
 DX1932.geopotential number by the normal gravity value computed on the
 DX1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1932.degrees latitude (g = 980.6199 gals.).
 DX1932
 DX1932.The modeled gravity was interpolated from observed gravity values.
 DX1932
 DX1932;                    North         East    Units  Estimated Accuracy
 DX1932;SPC CA 6     -   671,220.    1,850,030.      MT  (+/- 180 meters Scaled)
 DX1932
 DX1932                          SUPERSEDED SURVEY CONTROL
 DX1932
 DX1932  NGVD 29 (??/??/92)   10.499  (m)           34.45   (f) ADJ UNCH    1 1
 DX1932
 DX1932.Superseded values are not recommended for survey control.
 DX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1932.See file dsdata.txt to determine how the superseded data were derived.
 DX1932
 DX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195292(NAD 83)
 DX1932_MARKER: DD = SURVEY DISK
 DX1932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1932_SP_SET: CATCH BASIN
 DX1932_STAMPING: LINE-403 1E-82-69
 DX1932_MARK LOGO: CA-059
 DX1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1932
 DX1932  HISTORY     - Date     Condition        Report By
 DX1932  HISTORY     - 1969     MONUMENTED       CA-059
 DX1932  HISTORY     - 1974     GOOD             CA-059
 DX1932  HISTORY     - 1977     GOOD             NGS
 DX1932  HISTORY     - 1988     GOOD             NGS
 DX1932  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1932
 DX1932                          STATION DESCRIPTION
 DX1932
 DX1932'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1932'3.6 MI S FROM SANTA ANA.
 DX1932'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS,
 DX1932'GO ONE BLOCK WEST TO MAIN STREET, THENCE 3.6 MILES SOUTH ALONG
 DX1932'MAIN STREET TO ITS INTERSECTION WITH MAC ARTHUR BOULEVARD, 45
 DX1932'FEET EAST OF THE CENTER LINE OF MAIN STREET, ABOUT 125 FEET
 DX1932'NORTH OF THE CENTER LINE OF MAC ARTHUR BOULEVARD, SET IN THE
 DX1932'TOP OF THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 0.7
 DX1932'OF A FOOT HIGHER THAN THE GUTTER.
 DX1932
 DX1932                          STATION RECOVERY (1974)
 DX1932
 DX1932'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1932'RECOVERED IN GOOD CONDITION.
 DX1932
 DX1932                          STATION RECOVERY (1977)
 DX1932
 DX1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1932'RECOVERED IN GOOD CONDITION.
 DX1932
 DX1932                          STATION RECOVERY (1988)
 DX1932
 DX1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1932'RECOVERED AS WAS DESCRIBED IN 1977 IN L24301-16.
 DX1932
 DX1932                          STATION RECOVERY (1996)
 DX1932
 DX1932'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1937 ***********************************************************************
 DX1937  DESIGNATION -  1 E 83 69
 DX1937  PID         -  DX1937
 DX1937  STATE/COUNTY-  CA/ORANGE
 DX1937  USGS QUAD   -  TUSTIN (1981)
 DX1937
 DX1937                         *CURRENT SURVEY CONTROL
 DX1937  ___________________________________________________________________
 DX1937* NAD 83(1986)-  33 41 39.     (N)    117 52 05.     (W)     SCALED    
 DX1937* NAVD 88     -        10.461  (meters)      34.32   (feet)  READJUSTED
 DX1937  ___________________________________________________________________
 DX1937  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DX1937  DYNAMIC HT  -          10.450 (meters)      34.28  (feet)  COMP
 DX1937  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 DX1937
 DX1937  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX1937
 DX1937.The horizontal coordinates were scaled from a topographic map and have
 DX1937.an estimated accuracy of +/- 6 seconds.
 DX1937
 DX1937.The orthometric height was determined by differential leveling
 DX1937.and adjusted in February 1993.
 DX1937.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX1937.distribution rate of 1.1 thru 2.0 mm/km.
 DX1937.The height was derived from older observations constrained to new
 DX1937.heights in a crustal motion area.  The height is approximate in
 DX1937.relation to other heights in its vicinity.
 DX1937
 DX1937.The geoid height was determined by GEOID03.
 DX1937
 DX1937.The dynamic height is computed by dividing the NAVD 88
 DX1937.geopotential number by the normal gravity value computed on the
 DX1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1937.degrees latitude (g = 980.6199 gals.).
 DX1937
 DX1937.The modeled gravity was interpolated from observed gravity values.
 DX1937
 DX1937;                    North         East    Units  Estimated Accuracy
 DX1937;SPC CA 6     -   670,570.    1,849,990.      MT  (+/- 180 meters Scaled)
 DX1937
 DX1937                          SUPERSEDED SURVEY CONTROL
 DX1937
 DX1937  NGVD 29 (??/??/92)    9.742  (m)           31.96   (f) ADJ UNCH    1 1
 DX1937
 DX1937.Superseded values are not recommended for survey control.
 DX1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1937.See file dsdata.txt to determine how the superseded data were derived.
 DX1937
 DX1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195285(NAD 83)
 DX1937_MARKER: DD = SURVEY DISK
 DX1937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1937_SP_SET: CATCH BASIN
 DX1937_STAMPING: LINE-403 1E-83-69
 DX1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1937
 DX1937  HISTORY     - Date     Condition        Report By
 DX1937  HISTORY     - 1969     MONUMENTED       CA-059
 DX1937  HISTORY     - 1974     GOOD             CA-059
 DX1937  HISTORY     - 1977     GOOD             NGS
 DX1937  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX1937  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX1937
 DX1937                          STATION DESCRIPTION
 DX1937
 DX1937'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1937'4 MI S FROM SANTA ANA.
 DX1937'FROM THE POST OFFICE IN SANTA ANA AT SIXTH AND BUSH STREETS,
 DX1937'GO ONE BLOCK WEST TO MAIN STREET, THENCE 4.0 MILES SOUTH ALONG
 DX1937'MAIN STREET TO ITS INTERSECTION WITH SUNFLOWER AVENUE, 0.1 MILE
 DX1937'NORTHWEST ALONG MAIN STREET FROM THE NEWPORT FREEWAY, 34 FEET
 DX1937'WEST OF THE CENTER LINE OF MAIN STREET, 57 FEET SOUTH OF THE
 DX1937'CENTER LINE OF SUNFLOWER AVENUE, SET IN THE TOP OF THE SOUTHEAST
 DX1937'CORNER OF A 3 FOOT BY 5 FOOT CONCRETE CATCH BASIN, 0.7 OF A
 DX1937'FOOT HIGHER THAN THE GUTTER.
 DX1937
 DX1937                          STATION RECOVERY (1974)
 DX1937
 DX1937'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1937'RECOVERED IN GOOD CONDITION.
 DX1937
 DX1937                          STATION RECOVERY (1977)
 DX1937
 DX1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1937'RECOVERED IN GOOD CONDITION.
 DX1937
 DX1937                          STATION RECOVERY (1988)
 DX1937
 DX1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1937'NOT RECOVERED.
 DX1937
 DX1937                          STATION RECOVERY (2002)
 DX1937
 DX1937'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1942 ***********************************************************************
 DX1942  DESIGNATION -  1 E 84 69
 DX1942  PID         -  DX1942
 DX1942  STATE/COUNTY-  CA/ORANGE
 DX1942  USGS QUAD   -  TUSTIN (1981)
 DX1942
 DX1942                         *CURRENT SURVEY CONTROL
 DX1942  ___________________________________________________________________
 DX1942* NAD 83(1986)-  33 41 11.     (N)    117 52 00.     (W)     SCALED    
 DX1942* NAVD 88     -        19.970  (meters)      65.52   (feet)  ADJUSTED  
 DX1942  ___________________________________________________________________
 DX1942  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DX1942  DYNAMIC HT  -          19.949 (meters)      65.45  (feet)  COMP
 DX1942  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 DX1942
 DX1942  VERT ORDER  -  FIRST     CLASS I
 DX1942
 DX1942.The horizontal coordinates were scaled from a topographic map and have
 DX1942.an estimated accuracy of +/- 6 seconds.
 DX1942
 DX1942.The orthometric height was determined by differential leveling
 DX1942.and adjusted in June 1991.
 DX1942
 DX1942.The geoid height was determined by GEOID03.
 DX1942
 DX1942.The dynamic height is computed by dividing the NAVD 88
 DX1942.geopotential number by the normal gravity value computed on the
 DX1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1942.degrees latitude (g = 980.6199 gals.).
 DX1942
 DX1942.The modeled gravity was interpolated from observed gravity values.
 DX1942
 DX1942;                    North         East    Units  Estimated Accuracy
 DX1942;SPC CA 6     -   669,710.    1,850,110.      MT  (+/- 180 meters Scaled)
 DX1942
 DX1942                          SUPERSEDED SURVEY CONTROL
 DX1942
 DX1942  NGVD 29 (??/??/??)   19.332  (m)           63.43   (f) ADJUSTED    1 1
 DX1942
 DX1942.Superseded values are not recommended for survey control.
 DX1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1942.See file dsdata.txt to determine how the superseded data were derived.
 DX1942
 DX1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196277(NAD 83)
 DX1942_MARKER: DD = SURVEY DISK
 DX1942_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DX1942_SP_SET: BRIDGE ABUTMENT
 DX1942_STAMPING: LINE-403 1E-84-69
 DX1942_MARK LOGO: CA-059
 DX1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1942
 DX1942  HISTORY     - Date     Condition        Report By
 DX1942  HISTORY     - 1969     MONUMENTED       CA-059
 DX1942  HISTORY     - 1974     GOOD             CA-059
 DX1942  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1942  HISTORY     - 1988     GOOD             NGS
 DX1942  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX1942  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1942
 DX1942                          STATION DESCRIPTION
 DX1942
 DX1942'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1942'1.2 MI NE FROM COSTA MESA.
 DX1942'ABOUT 1.2 MILES NORTHEAST FROM THE CA-059        AIRPORT CONTROL
 DX1942'TOWER, ABOUT 0.2 MILE SOUTHEAST ALONG MAIN STREET FROM THE
 DX1942'OVERPASS OF THE NEWPORT FREEWAY TO ITS INTERSECTION WITH RED
 DX1942'HILL AVENUE, ABOUT 0.2 MILE SOUTHWEST ALONG THE AVENUE TO ITS
 DX1942'INTERSECTION WITH THE SAN DIEGO FREEWAY, AT THE CONCRETE BRIDGE
 DX1942'OVERPASS, NUMBER 55-439-1968, 30.6 FEET NORTHWEST OF THE CENTER
 DX1942'LINE OF THE AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER
 DX1942'OF THE WESTERLY CONCRETE WALK ACROSS THE BRIDGE, 0.5 OF A
 DX1942'FOOT EAST OF A CONCRETE GUARD RAIL, 0.5 OF A FOOT SOUTH OF THE
 DX1942'END OF THE WALK, ABOUT 1 FOOT HIGHER THAN THE GUTTER.
 DX1942
 DX1942                          STATION RECOVERY (1974)
 DX1942
 DX1942'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1942'RECOVERED IN GOOD CONDITION.
 DX1942
 DX1942                          STATION RECOVERY (1977)
 DX1942
 DX1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1942'LINE 106 REROUTED TO ORANGE COUNTY AIRPORT, NOT INCLUDED IN 1978
 DX1942'SOUTHERN CALIFORNIA RELEVELING PROGRAM.
 DX1942
 DX1942                          STATION RECOVERY (1988)
 DX1942
 DX1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1942'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 KM (0.05
 DX1942'MI) WEST ALONG 6TH STREET FROM THE POST OFFICE IN SANTA ANA, THENCE
 DX1942'7.1 KM (4.40 MI) SOUTH ALONG MAIN STREET, THENCE 0.3 KM (0.20 MI)
 DX1942'WEST ALONG RED HILL AVENUE, IN TOP OF THE NORTH CORNER OF THE
 DX1942'NORTHEAST ABUTMENT OF A BRIDGE OVER INTERSTATE HIGHWAY 405, 5.7 M
 DX1942'(18.7 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND HIGHWAY
 DX1942'CENTERLINE, 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHEAST END OF A
 DX1942'CONCRETE GUARDRAIL.
 DX1942'THE MARK IS 0.2 M ABOVE THE AVENUE.
 DX1942
 DX1942                          STATION RECOVERY (2002)
 DX1942
 DX1942'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX1942'MARK NOT FOUND.
 DX1942
 DX1942                          STATION RECOVERY (2006)
 DX1942
 DX1942'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1943 ***********************************************************************
 DX1943  DESIGNATION -  1 E 85 69
 DX1943  PID         -  DX1943
 DX1943  STATE/COUNTY-  CA/ORANGE
 DX1943  USGS QUAD   -  TUSTIN (1981)
 DX1943
 DX1943                         *CURRENT SURVEY CONTROL
 DX1943  ___________________________________________________________________
 DX1943* NAD 83(1986)-  33 40 51.     (N)    117 52 27.     (W)     SCALED    
 DX1943* NAVD 88     -        13.77   (+/-2cm)      45.2    (feet)  VERTCON   
 DX1943  ___________________________________________________________________
 DX1943  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DX1943  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1943
 DX1943.The horizontal coordinates were scaled from a topographic map and have
 DX1943.an estimated accuracy of +/- 6 seconds.
 DX1943
 DX1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1943.The vertical order pertains to the NGVD 29 superseded value.
 DX1943
 DX1943.The geoid height was determined by GEOID03.
 DX1943
 DX1943;                    North         East    Units  Estimated Accuracy
 DX1943;SPC CA 6     -   669,100.    1,849,400.      MT  (+/- 180 meters Scaled)
 DX1943
 DX1943                          SUPERSEDED SURVEY CONTROL
 DX1943
 DX1943  NGVD 29 (??/??/??)   13.070  (m)           42.88   (f) ADJUSTED    1 1
 DX1943
 DX1943.Superseded values are not recommended for survey control.
 DX1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1943.See file dsdata.txt to determine how the superseded data were derived.
 DX1943
 DX1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT189271(NAD 83)
 DX1943_MARKER: DD = SURVEY DISK
 DX1943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1943_SP_SET: CURB
 DX1943_STAMPING: LINE-403 1E-85-69
 DX1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1943
 DX1943  HISTORY     - Date     Condition        Report By
 DX1943  HISTORY     - 1969     MONUMENTED       CA-059
 DX1943  HISTORY     - 1974     GOOD             CA-059
 DX1943  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1943  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX1943  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1943
 DX1943                          STATION DESCRIPTION
 DX1943
 DX1943'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1943'AT COSTA MESA.
 DX1943'0.6 MILE NORTH OF THE CA-059        AIRPORT CONTROL TOWER,
 DX1943'0.55 MILE SOUTHWEST ALONG RED HILL AVENUE FROM ITS OVERCROSSING
 DX1943'OF THE SAN DIEGO FREEWAY, ABOUT 445 FEET NORTHEAST ALONG RED
 DX1943'HILL AVENUE FROM THE CENTER LINE OF PAULARINO AVENUE, 30 FEET
 DX1943'NORTHWEST OF THE CENTER LINE OF RED HILL, 97 FEET SOUTHWEST
 DX1943'OF A WHITE FIRE HYDRANT, 27.5 FEET NORTHEAST OF POWER POLE
 DX1943'NUMBER 1670752E, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 DX1943'A CONCRETE INSPECTION VAULT, LEVEL WITH THE TOP OF THE CURB.
 DX1943
 DX1943                          STATION RECOVERY (1974)
 DX1943
 DX1943'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1943'RECOVERED IN GOOD CONDITION.
 DX1943
 DX1943                          STATION RECOVERY (1977)
 DX1943
 DX1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1943'LINE 106 REROUTED TO ORANGE COUNTY AIRPORT, NOT INCLUDED IN 1978
 DX1943'1978 CALIFORNIA RELEVELING PROGRAM.
 DX1943
 DX1943                          STATION RECOVERY (2002)
 DX1943
 DX1943'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX1943'MARK NOT FOUND.
 DX1943
 DX1943                          STATION RECOVERY (2006)
 DX1943
 DX1943'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2039 ***********************************************************************
 DX2039  DESIGNATION -  1 E 87 69
 DX2039  PID         -  DX2039
 DX2039  STATE/COUNTY-  CA/ORANGE
 DX2039  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2039
 DX2039                         *CURRENT SURVEY CONTROL
 DX2039  ___________________________________________________________________
 DX2039* NAD 83(1986)-  33 40 24.     (N)    117 53 08.     (W)     SCALED    
 DX2039* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 DX2039  ___________________________________________________________________
 DX2039  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DX2039  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2039
 DX2039.The horizontal coordinates were scaled from a topographic map and have
 DX2039.an estimated accuracy of +/- 6 seconds.
 DX2039
 DX2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2039.The vertical order pertains to the NGVD 29 superseded value.
 DX2039
 DX2039.The geoid height was determined by GEOID03.
 DX2039
 DX2039;                    North         East    Units  Estimated Accuracy
 DX2039;SPC CA 6     -   668,290.    1,848,330.      MT  (+/- 180 meters Scaled)
 DX2039
 DX2039                          SUPERSEDED SURVEY CONTROL
 DX2039
 DX2039  NGVD 29 (??/??/??)   10.931  (m)           35.86   (f) ADJUSTED    1 1
 DX2039
 DX2039.Superseded values are not recommended for survey control.
 DX2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2039.See file dsdata.txt to determine how the superseded data were derived.
 DX2039
 DX2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179262(NAD 83)
 DX2039_MARKER: DD = SURVEY DISK
 DX2039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2039_SP_SET: CULVERT
 DX2039_STAMPING: LINE 403 1E-87-69
 DX2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2039
 DX2039  HISTORY     - Date     Condition        Report By
 DX2039  HISTORY     - 1969     MONUMENTED       CA-059
 DX2039  HISTORY     - 1974     GOOD             CA-059
 DX2039  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2039
 DX2039                          STATION DESCRIPTION
 DX2039
 DX2039'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2039'0.7 MI SW FROM PAULO DRIVE-IN.
 DX2039'0.70 MILE SOUTHWEST ALONG THE NEWPORT FREEWAY AND THE NEWPORT
 DX2039'FREEWAY ACCESS ROAD FROM THE PAULO DRIVE-IN THEATER IN THE INTERSECTIO
 DX2039'OF THE FREEWAY AND PAULARINO AVENUE TO THE NEWPORT AVENUE
 DX2039'CROSSING OF A FLOOD CONTROL CHANNEL, 82 FEET NORTHWEST OF THE
 DX2039'CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE SOUTHWEST END
 DX2039'OF A CONCRETE HEADWALL, 0.3 OF A FOOT SOUTH OF THE SOUTH END
 DX2039'OF A 3 FOOT HIGH IRON GUARD RAIL, 1.5 FEET HIGHER THAN THE
 DX2039'GROUND.
 DX2039
 DX2039                          STATION RECOVERY (1974)
 DX2039
 DX2039'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2039'RECOVERED IN GOOD CONDITION.
 DX2039
 DX2039                          STATION RECOVERY (1977)
 DX2039
 DX2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2039'PROBABLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2032 ***********************************************************************
 DX2032  DESIGNATION -  1 E 89 69
 DX2032  PID         -  DX2032
 DX2032  STATE/COUNTY-  CA/ORANGE
 DX2032  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2032
 DX2032                         *CURRENT SURVEY CONTROL
 DX2032  ___________________________________________________________________
 DX2032* NAD 83(1986)-  33 39 49.     (N)    117 53 54.     (W)     SCALED    
 DX2032* NAVD 88     -        20.666  (meters)      67.80   (feet)  READJUSTED
 DX2032  ___________________________________________________________________
 DX2032  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DX2032  DYNAMIC HT  -          20.640 (meters)      67.72  (feet)  COMP
 DX2032  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DX2032
 DX2032  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2032
 DX2032.The horizontal coordinates were scaled from a topographic map and have
 DX2032.an estimated accuracy of +/- 6 seconds.
 DX2032
 DX2032.The orthometric height was determined by differential leveling
 DX2032.and adjusted in February 1993.
 DX2032.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2032.distribution rate of 0.0 thru 1.0 mm/km.
 DX2032.The height was derived from older observations constrained to new
 DX2032.heights in a crustal motion area.  The height is approximate in
 DX2032.relation to other heights in its vicinity.
 DX2032
 DX2032.The geoid height was determined by GEOID03.
 DX2032
 DX2032.The dynamic height is computed by dividing the NAVD 88
 DX2032.geopotential number by the normal gravity value computed on the
 DX2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2032.degrees latitude (g = 980.6199 gals.).
 DX2032
 DX2032.The modeled gravity was interpolated from observed gravity values.
 DX2032
 DX2032;                    North         East    Units  Estimated Accuracy
 DX2032;SPC CA 6     -   667,230.    1,847,130.      MT  (+/- 180 meters Scaled)
 DX2032
 DX2032                          SUPERSEDED SURVEY CONTROL
 DX2032
 DX2032  NGVD 29 (??/??/92)   19.944  (m)           65.43   (f) ADJ UNCH    1 1
 DX2032
 DX2032.Superseded values are not recommended for survey control.
 DX2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2032.See file dsdata.txt to determine how the superseded data were derived.
 DX2032
 DX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT167252(NAD 83)
 DX2032_MARKER: DD = SURVEY DISK
 DX2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2032_STAMPING: LINE-403 1E-89-69
 DX2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2032+STABILITY: SURFACE MOTION
 DX2032
 DX2032  HISTORY     - Date     Condition        Report By
 DX2032  HISTORY     - 1969     MONUMENTED       CA-059
 DX2032  HISTORY     - 1974     GOOD             CA-059
 DX2032  HISTORY     - 1977     GOOD             NGS
 DX2032  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2032
 DX2032                          STATION DESCRIPTION
 DX2032
 DX2032'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2032'AT COSTA MESA.
 DX2032'ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHWEST BOUND TRAFFIC
 DX2032'LANES OF NEWPORT AVENUE FROM THE ENTRANCE OF THE SANTA ANA
 DX2032'COUNTRY CLUB AND GOLF COURSE TO ITS INTERSECTION WITH FAIR
 DX2032'DRIVE, ABOUT 565 FEET NORTHWEST ALONG THE DRIVE, ABOUT 255 FEET
 DX2032'SOUTHEAST ALONG THE DRIVE FROM THE CENTER LINE OF THE ENTRANCE
 DX2032'ROAD INTO THE ORANGE COUNTY FAIR GROUNDS, 54 FEET NORTHEAST
 DX2032'OF THE CENTER LINE OF THE DRIVE, 2 FEET SOUTHWEST OF THE END
 DX2032'OF A 6 FOOT CONCRETE BLOCK WALL, 1.5 FEET WEST OF A 6 FOOT HIGH
 DX2032'CHAIN LINK FENCE, SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE
 DX2032'POST, 0.20 OF A FOOT HIGHER THAN THE GROUND.
 DX2032
 DX2032                          STATION RECOVERY (1974)
 DX2032
 DX2032'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2032'RECOVERED IN GOOD CONDITION.
 DX2032
 DX2032                          STATION RECOVERY (1977)
 DX2032
 DX2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2032'1.7 MILES NORTHEAST ALONG NEWPORT BOULEVARD FROM COSTA MESA
 DX2032'ELEMENTARY SCHOOL TO THE INTERSECTION OF DEL MAR AVENUE, THENCE
 DX2032'0.1 MILE NORTHWEST ALONG FAIR DRIVE, ABOUT 255 FT. SOUTHEAST ALONG
 DX2032'THE DRIVE FROM THE ENTRANCE TO ORANGE COUNTY FAIR GROUNDS, 58.0 FT.
 DX2032'NORTHEAST OF THE CENTER LINE OF THE DRIVE, 2.0 FT. SOUTHWEST FROM
 DX2032'THE END OF A 6 FT. HIGH CONCRETE BLOCK WALL, SET IN THE TOP OF A
 DX2032'6-INCH BY 6-INCH CONCRETE POST, 0.2 FT. ABOVE THE GROUND.
 DX2032
 DX2032                          STATION RECOVERY (1988)
 DX2032
 DX2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2032'NOT RECOVERED.  THE DESCRIBED WALL HAS BEEN REMOVED AND THE AREA
 DX2032'LANDSCAPED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2029 ***********************************************************************
 DX2029  DESIGNATION -  1 E 90 69
 DX2029  PID         -  DX2029
 DX2029  STATE/COUNTY-  CA/ORANGE
 DX2029  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2029
 DX2029                         *CURRENT SURVEY CONTROL
 DX2029  ___________________________________________________________________
 DX2029* NAD 83(1986)-  33 39 19.     (N)    117 54 18.     (W)     SCALED    
 DX2029* NAVD 88     -        25.05   (+/-2cm)      82.2    (feet)  VERTCON   
 DX2029  ___________________________________________________________________
 DX2029  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DX2029  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2029
 DX2029.The horizontal coordinates were scaled from a topographic map and have
 DX2029.an estimated accuracy of +/- 6 seconds.
 DX2029
 DX2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2029.The vertical order pertains to the NGVD 29 superseded value.
 DX2029
 DX2029.The geoid height was determined by GEOID03.
 DX2029
 DX2029;                    North         East    Units  Estimated Accuracy
 DX2029;SPC CA 6     -   666,310.    1,846,500.      MT  (+/- 180 meters Scaled)
 DX2029
 DX2029                          SUPERSEDED SURVEY CONTROL
 DX2029
 DX2029  NGVD 29 (??/??/??)   24.350  (m)           79.89   (f) ADJUSTED    1 1
 DX2029
 DX2029.Superseded values are not recommended for survey control.
 DX2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2029.See file dsdata.txt to determine how the superseded data were derived.
 DX2029
 DX2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT160243(NAD 83)
 DX2029_MARKER: DD = SURVEY DISK
 DX2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2029_STAMPING: LINE-403 1E-90-69
 DX2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2029+STABILITY: SURFACE MOTION
 DX2029
 DX2029  HISTORY     - Date     Condition        Report By
 DX2029  HISTORY     - 1969     MONUMENTED       CA-059
 DX2029  HISTORY     - 1974     GOOD             CA-059
 DX2029  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2029
 DX2029                          STATION DESCRIPTION
 DX2029
 DX2029'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2029'AT COSTA MESA.
 DX2029'1.2 MILES NORTHEAST ALONG NEWPORT AVENUE FROM THE MC NALLY
 DX2029'ELEMENTARY SCHOOL TO ITS INTERSECTION WITH WILSON STREET,
 DX2029'ABOUT 116 FEET SOUTHWEST ALONG THE GUTTER FROM THE PROLONGATION
 DX2029'OF THE STREET TO THE WEST, 19.5 FEET NORTHWEST OF THE CENTER
 DX2029'LINE OF THE AVENUE TO THE SOUTHWEST, 19 FEET SOUTHWEST OF A
 DX2029'FIRE HYDRANT, 4.5 FEET SOUTHWEST OF STREET LIGHT NUMBER
 DX2029'1370330E-C4-39, 1 FOOT NORTHWEST OF THE FACE OF THE CURB, SET IN
 DX2029'THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST, LEVEL WITH THE TOP
 DX2029'OF THE CURB.
 DX2029
 DX2029                          STATION RECOVERY (1974)
 DX2029
 DX2029'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2029'RECOVERED IN GOOD CONDITION.
 DX2029
 DX2029                          STATION RECOVERY (1977)
 DX2029
 DX2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2029'NOT RECOVERED, FIRE HYDRANT AND CURB NOT IN DESCRIBED LOCATION,
 DX2029'NEWPORT AVENUE HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2025 ***********************************************************************
 DX2025  DESIGNATION -  1 E 91 69
 DX2025  PID         -  DX2025
 DX2025  STATE/COUNTY-  CA/ORANGE
 DX2025  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2025
 DX2025                         *CURRENT SURVEY CONTROL
 DX2025  ___________________________________________________________________
 DX2025* NAD 83(1986)-  33 39 07.     (N)    117 54 33.     (W)     SCALED    
 DX2025* NAVD 88     -        25.411  (meters)      83.37   (feet)  ADJUSTED  
 DX2025  ___________________________________________________________________
 DX2025  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DX2025  DYNAMIC HT  -          25.384 (meters)      83.28  (feet)  COMP
 DX2025  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DX2025
 DX2025  VERT ORDER  -  FIRST     CLASS I
 DX2025
 DX2025.The horizontal coordinates were scaled from a topographic map and have
 DX2025.an estimated accuracy of +/- 6 seconds.
 DX2025
 DX2025.The orthometric height was determined by differential leveling
 DX2025.and adjusted in June 1991.
 DX2025.WARNING-Repeat measurements at this control monument indicate possible
 DX2025.vertical movement.
 DX2025
 DX2025.The geoid height was determined by GEOID03.
 DX2025
 DX2025.The dynamic height is computed by dividing the NAVD 88
 DX2025.geopotential number by the normal gravity value computed on the
 DX2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2025.degrees latitude (g = 980.6199 gals.).
 DX2025
 DX2025.The modeled gravity was interpolated from observed gravity values.
 DX2025
 DX2025;                    North         East    Units  Estimated Accuracy
 DX2025;SPC CA 6     -   665,950.    1,846,110.      MT  (+/- 180 meters Scaled)
 DX2025
 DX2025                          SUPERSEDED SURVEY CONTROL
 DX2025
 DX2025  NGVD 29 (??/??/92)   24.707  (m)           81.06   (f) ADJ UNCH    1 1
 DX2025
 DX2025.Superseded values are not recommended for survey control.
 DX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2025.See file dsdata.txt to determine how the superseded data were derived.
 DX2025
 DX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT156239(NAD 83)
 DX2025_MARKER: DD = SURVEY DISK
 DX2025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2025_SP_SET: CATCH BASIN
 DX2025_STAMPING: LINE-403 1E-91-69
 DX2025_MARK LOGO: CA-059
 DX2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2025
 DX2025  HISTORY     - Date     Condition        Report By
 DX2025  HISTORY     - 1969     MONUMENTED       CA-059
 DX2025  HISTORY     - 1974     GOOD             CA-059
 DX2025  HISTORY     - 1977     GOOD             NGS
 DX2025  HISTORY     - 1988     GOOD             NGS
 DX2025  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2025
 DX2025                          STATION DESCRIPTION
 DX2025
 DX2025'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2025'AT COSTA MESA.
 DX2025'0.85 MILE NORTHEAST ALONG NEWPORT AVENUE FROM THE MC NALLY
 DX2025'ELEMENTARY SCHOOL TO ITS INTERSECTION WITH VICTORIA STREET,
 DX2025'86.5 FEET NORTHWEST ALONG THE GUTTER OF THE STREET FROM THE
 DX2025'CENTER LINE OF THE AVENUE SOUTHWEST, 29.5 FEET SOUTHWEST OF THE
 DX2025'CENTER LINE OF THE STREET, SET IN THE TOP OF AND 1 FOOT NORTHWEST
 DX2025'OF THE SOUTHEAST END OF A 3 FOOT BY 4 FOOT CONCRETE CATCH BASIN,
 DX2025'LEVEL WITH THE GUTTER.
 DX2025
 DX2025                          STATION RECOVERY (1974)
 DX2025
 DX2025'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2025'RECOVERED IN GOOD CONDITION.
 DX2025
 DX2025                          STATION RECOVERY (1977)
 DX2025
 DX2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2025'RECOVERED IN GOOD CONDITION.
 DX2025
 DX2025                          STATION RECOVERY (1988)
 DX2025
 DX2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2025'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IN L24301-16 IS
 DX2025'ADEQUATE EXCEPT ADD-- 0.5 M (1.6 FT) NORTHEAST OF THE SOUTHWEST CURB
 DX2025'OF THE STREET.
 DX2025
 DX2025                          STATION RECOVERY (2006)
 DX2025
 DX2025'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2024 ***********************************************************************
 DX2024  DESIGNATION -  1 E 92 69
 DX2024  PID         -  DX2024
 DX2024  STATE/COUNTY-  CA/ORANGE
 DX2024  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2024
 DX2024                         *CURRENT SURVEY CONTROL
 DX2024  ___________________________________________________________________
 DX2024* NAD 83(1986)-  33 38 52.     (N)    117 54 47.     (W)     SCALED    
 DX2024* NAVD 88     -        26.613  (meters)      87.31   (feet)  ADJUSTED  
 DX2024  ___________________________________________________________________
 DX2024  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DX2024  DYNAMIC HT  -          26.585 (meters)      87.22  (feet)  COMP
 DX2024  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DX2024
 DX2024  VERT ORDER  -  FIRST     CLASS I
 DX2024
 DX2024.The horizontal coordinates were scaled from a topographic map and have
 DX2024.an estimated accuracy of +/- 6 seconds.
 DX2024
 DX2024.The orthometric height was determined by differential leveling
 DX2024.and adjusted in June 1991.
 DX2024.WARNING-Repeat measurements at this control monument indicate possible
 DX2024.vertical movement.
 DX2024
 DX2024.The geoid height was determined by GEOID03.
 DX2024
 DX2024.The dynamic height is computed by dividing the NAVD 88
 DX2024.geopotential number by the normal gravity value computed on the
 DX2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2024.degrees latitude (g = 980.6199 gals.).
 DX2024
 DX2024.The modeled gravity was interpolated from observed gravity values.
 DX2024
 DX2024;                    North         East    Units  Estimated Accuracy
 DX2024;SPC CA 6     -   665,490.    1,845,740.      MT  (+/- 180 meters Scaled)
 DX2024
 DX2024                          SUPERSEDED SURVEY CONTROL
 DX2024
 DX2024  NGVD 29 (??/??/92)   25.921  (m)           85.04   (f) ADJ UNCH    1 1
 DX2024
 DX2024.Superseded values are not recommended for survey control.
 DX2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2024.See file dsdata.txt to determine how the superseded data were derived.
 DX2024
 DX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT153234(NAD 83)
 DX2024_MARKER: DD = SURVEY DISK
 DX2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2024_SP_SET: CONCRETE POST
 DX2024_STAMPING: LINE-403 1E-92-69
 DX2024_MARK LOGO: CA-059
 DX2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2024+STABILITY: SURFACE MOTION
 DX2024
 DX2024  HISTORY     - Date     Condition        Report By
 DX2024  HISTORY     - 1969     MONUMENTED       CA-059
 DX2024  HISTORY     - 1974     GOOD             CA-059
 DX2024  HISTORY     - 1977     GOOD             NGS
 DX2024  HISTORY     - 1988     GOOD             NGS
 DX2024
 DX2024                          STATION DESCRIPTION
 DX2024
 DX2024'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2024'AT COSTA MESA.
 DX2024'0.40 MILE NORTHEAST ALONG NEWPORT AVENUE FROM THE MC NALLY
 DX2024'ELEMENTARY SCHOOL TO ITS INTERSECTION WITH BAY STREET, 198.5
 DX2024'FEET SOUTHWEST ALONG THE GUTTER FROM THE CENTER LINE OF THE
 DX2024'STREET, 19.5 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE
 DX2024'SOUTH, 2.3 FEET EAST OF POWER POLE NUMBER 1438751E, 1 FOOT
 DX2024'WEST OF THE FACE OF THE CURB, SET IN THE TOP OF A 6 INCH BY
 DX2024'6 INCH CONCRETE POST, LEVEL WITH THE TOP OF THE CURB.
 DX2024
 DX2024                          STATION RECOVERY (1974)
 DX2024
 DX2024'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2024'RECOVERED IN GOOD CONDITION.
 DX2024
 DX2024                          STATION RECOVERY (1977)
 DX2024
 DX2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2024'CORRECTION- 19.5 FT. NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 DX2024'LANES OF NEWPORT BOULEVARD.
 DX2024
 DX2024                          STATION RECOVERY (1988)
 DX2024
 DX2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2018 ***********************************************************************
 DX2018  DESIGNATION -  1 E 93 69
 DX2018  PID         -  DX2018
 DX2018  STATE/COUNTY-  CA/ORANGE
 DX2018  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2018
 DX2018                         *CURRENT SURVEY CONTROL
 DX2018  ___________________________________________________________________
 DX2018* NAD 83(1986)-  33 38 09.     (N)    117 55 16.     (W)     SCALED    
 DX2018* NAVD 88     -        27.068  (meters)      88.81   (feet)  ADJUSTED  
 DX2018  ___________________________________________________________________
 DX2018  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DX2018  DYNAMIC HT  -          27.040 (meters)      88.71  (feet)  COMP
 DX2018  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 DX2018
 DX2018  VERT ORDER  -  FIRST     CLASS I
 DX2018
 DX2018.The horizontal coordinates were scaled from a topographic map and have
 DX2018.an estimated accuracy of +/- 6 seconds.
 DX2018
 DX2018.The orthometric height was determined by differential leveling
 DX2018.and adjusted in June 1991.
 DX2018.WARNING-Repeat measurements at this control monument indicate possible
 DX2018.vertical movement.
 DX2018
 DX2018.The geoid height was determined by GEOID03.
 DX2018
 DX2018.The dynamic height is computed by dividing the NAVD 88
 DX2018.geopotential number by the normal gravity value computed on the
 DX2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2018.degrees latitude (g = 980.6199 gals.).
 DX2018
 DX2018.The modeled gravity was interpolated from observed gravity values.
 DX2018
 DX2018;                    North         East    Units  Estimated Accuracy
 DX2018;SPC CA 6     -   664,180.    1,844,970.      MT  (+/- 180 meters Scaled)
 DX2018
 DX2018                          SUPERSEDED SURVEY CONTROL
 DX2018
 DX2018  NGVD 29 (??/??/92)   26.414  (m)           86.66   (f) ADJ UNCH    1 1
 DX2018
 DX2018.Superseded values are not recommended for survey control.
 DX2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2018.See file dsdata.txt to determine how the superseded data were derived.
 DX2018
 DX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT145221(NAD 83)
 DX2018_MARKER: DD = SURVEY DISK
 DX2018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2018_SP_SET: CATCH BASIN
 DX2018_STAMPING: LINE-403 1E-93-69
 DX2018_MARK LOGO: CA-059
 DX2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2018
 DX2018  HISTORY     - Date     Condition        Report By
 DX2018  HISTORY     - 1969     MONUMENTED       CA-059
 DX2018  HISTORY     - 1974     GOOD             CA-059
 DX2018  HISTORY     - 1977     GOOD             NGS
 DX2018  HISTORY     - 1988     GOOD             NGS
 DX2018
 DX2018                          STATION DESCRIPTION
 DX2018
 DX2018'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2018'AT COSTA MESA.
 DX2018'0.7 MILE SOUTHWEST ALONG NEWPORT BOULEVARD AND NEWPORT BOULEVARD
 DX2018'FREEWAY FROM THE MC NALLY HIGH SCHOOL AT NINETEENTH STREET,
 DX2018'0.7 MILE NORTHEAST ALONG NEWPORT AVENUE FROM THE NEWPORT BOULEVARD
 DX2018'CROSSING OF THE PACIFIC COAST HIGHWAY (U.S. 101 ALTERNATE),
 DX2018'ABOUT 475 FEET SOUTHWEST ALONG THE AVENUE FROM ITS INTERSECTION
 DX2018'WITH 17TH STREET, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DX2018'AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 DX2018'CATCH BASIN, 0.7 OF A FOOT HIGHER THAN THE GUTTER.
 DX2018
 DX2018                          STATION RECOVERY (1974)
 DX2018
 DX2018'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2018'RECOVERED IN GOOD CONDITION.
 DX2018
 DX2018                          STATION RECOVERY (1977)
 DX2018
 DX2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2018'0.6 MILE SOUTHWEST ALONG NEWPORT BOULEVARD AND NEWPORT BOULEVARD
 DX2018'FREEWAY FROM THE MCNALLY HIGH SCHOOL AT NINTEENTH STREET, 1.1 MILE
 DX2018'NORTHEAST ALONG NEWPORT BOULEVARD FROM ITS CROSSING
 DX2018'OF THE PACIFIC COAST HIGHWAY (US 101 ALTERNATE), ABOUT 475 FT.
 DX2018'SOUTHWEST ALONG THE AVENUE FROM ITS INTERSECTION WITH 17TH STREET,
 DX2018'20.0 FT. SOUTHWEST OF THE CENTER LINE OF THE OLD AVENUE, IN FRONT
 DX2018'OF NUMBER 1666 NEWPORT BOULEVARD, SET IN THE TOP OF THE NORTHWEST
 DX2018'CORNER OF A CONCRETE CATCH BASIN, 0.7 FT. HIGHER THAN THE GUTTER,
 DX2018'5.6 FT. NORTH OF A MANHOLE COVER, 0.7 FT. EAST OF THE CURB.
 DX2018
 DX2018                          STATION RECOVERY (1988)
 DX2018
 DX2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2045 ***********************************************************************
 DX2045  DESIGNATION -  1 E 95
 DX2045  PID         -  DX2045
 DX2045  STATE/COUNTY-  CA/ORANGE
 DX2045  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2045
 DX2045                         *CURRENT SURVEY CONTROL
 DX2045  ___________________________________________________________________
 DX2045* NAD 83(1986)-  33 40 47.     (N)    117 52 47.     (W)     SCALED    
 DX2045* NAVD 88     -        13.26   (+/-2cm)      43.5    (feet)  VERTCON   
 DX2045  ___________________________________________________________________
 DX2045  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 DX2045  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2045
 DX2045.The horizontal coordinates were scaled from a topographic map and have
 DX2045.an estimated accuracy of +/- 6 seconds.
 DX2045
 DX2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2045.The vertical order pertains to the NGVD 29 superseded value.
 DX2045
 DX2045.The geoid height was determined by GEOID03.
 DX2045
 DX2045;                    North         East    Units  Estimated Accuracy
 DX2045;SPC CA 6     -   668,990.    1,848,890.      MT  (+/- 180 meters Scaled)
 DX2045
 DX2045                          SUPERSEDED SURVEY CONTROL
 DX2045
 DX2045  NGVD 29 (??/??/92)   12.56   (m)           41.2    (f) COMPUTED    1 1
 DX2045
 DX2045.Superseded values are not recommended for survey control.
 DX2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2045.See file dsdata.txt to determine how the superseded data were derived.
 DX2045
 DX2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT184269(NAD 83)
 DX2045_MARKER: DD = SURVEY DISK
 DX2045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2045_SP_SET: CATCH BASIN
 DX2045_STAMPING: 1E-95-72
 DX2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2045
 DX2045  HISTORY     - Date     Condition        Report By
 DX2045  HISTORY     - 1972     MONUMENTED       CA-059
 DX2045  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX2045
 DX2045                          STATION DESCRIPTION
 DX2045
 DX2045'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1972
 DX2045'IN COSTA MESA.
 DX2045'IN THE NORTHWEST PART OF THE INTERSECTION OF NEWPORT BLVD. AND
 DX2045'BAKER STREET, 129 FEET NORTHEAST ON NEWPORT FROM BAKER (ALONG
 DX2045'THE NORTHWEST SIDE OF THE NEWPORT FREEWAY), 30 FEET NORTHWEST
 DX2045'OF THE CENTERLINE OF NEWPORT, SET IN THE SOUTHERLY CORNER OF
 DX2045'A 8 BY 8 FOOT CONCRETE CATCH BASIN, 0.3 FOOT NORTH WEST OF THE
 DX2045'CURB FACE.
 DX2045
 DX2045                          STATION RECOVERY (2002)
 DX2045
 DX2045'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2036 ***********************************************************************
 DX2036  DESIGNATION -  1 E 96 72
 DX2036  PID         -  DX2036
 DX2036  STATE/COUNTY-  CA/ORANGE
 DX2036  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2036
 DX2036                         *CURRENT SURVEY CONTROL
 DX2036  ___________________________________________________________________
 DX2036* NAD 83(1986)-  33 40 06.     (N)    117 53 34.     (W)     SCALED    
 DX2036* NAVD 88     -        15.926  (meters)      52.25   (feet)  ADJUSTED  
 DX2036  ___________________________________________________________________
 DX2036  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX2036  DYNAMIC HT  -          15.909 (meters)      52.19  (feet)  COMP
 DX2036  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 DX2036
 DX2036  VERT ORDER  -  FIRST     CLASS I
 DX2036
 DX2036.The horizontal coordinates were scaled from a topographic map and have
 DX2036.an estimated accuracy of +/- 6 seconds.
 DX2036
 DX2036.The orthometric height was determined by differential leveling
 DX2036.and adjusted in June 1991.
 DX2036
 DX2036.The geoid height was determined by GEOID03.
 DX2036
 DX2036.The dynamic height is computed by dividing the NAVD 88
 DX2036.geopotential number by the normal gravity value computed on the
 DX2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2036.degrees latitude (g = 980.6199 gals.).
 DX2036
 DX2036.The modeled gravity was interpolated from observed gravity values.
 DX2036
 DX2036;                    North         East    Units  Estimated Accuracy
 DX2036;SPC CA 6     -   667,740.    1,847,660.      MT  (+/- 180 meters Scaled)
 DX2036
 DX2036                          SUPERSEDED SURVEY CONTROL
 DX2036
 DX2036  NGVD 29 (??/??/92)   15.204  (m)           49.88   (f) ADJ UNCH    1 1
 DX2036
 DX2036.Superseded values are not recommended for survey control.
 DX2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2036.See file dsdata.txt to determine how the superseded data were derived.
 DX2036
 DX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT172257(NAD 83)
 DX2036_MARKER: DD = SURVEY DISK
 DX2036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2036_SP_SET: CATCH BASIN
 DX2036_STAMPING: 1E-96-72
 DX2036_MARK LOGO: CA-059
 DX2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2036
 DX2036  HISTORY     - Date     Condition        Report By
 DX2036  HISTORY     - 1972     MONUMENTED       CA-059
 DX2036  HISTORY     - 1977     GOOD             NGS
 DX2036  HISTORY     - 1988     GOOD             NGS
 DX2036
 DX2036                          STATION DESCRIPTION
 DX2036
 DX2036'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1972
 DX2036'IN COSTA MESA.
 DX2036'IN THE SOUTHWEST PART OF THE INTERSECTION OF NEWPORT BLVD.
 DX2036'AND ARLINGTON DRIVE, 165 FEET SOUTHWEST ON NEWPORT FROM ARLINGTON
 DX2036'(ALONG THE NORTHWEST SIDE OF THE NEWPORT FREEWAY), 22 FEET
 DX2036'NORTHWEST OF THE CENTERLINE OF NEWPORT, SET IN THE SOUTHERLY
 DX2036'CORNER OF A 4 BY 22 FOOT CONCRETE CATCH BASIN, 0.5 FOOT NORTHWEST
 DX2036'OF THE CURB FACE.
 DX2036
 DX2036                          STATION RECOVERY (1977)
 DX2036
 DX2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2036'2.2 MILES NORTHEAST ALONG NEWPORT BOULEVARD FROM COSTA MESA
 DX2036'ELEMENTARY SCHOOL, THENCE 0.3 MILES NORTHEAST ALONG FRONTAGE ROAD,
 DX2036'THENCE 0.1 MILE NORTHWEST UNDER THE FREEWAY, THENCE 0.4 MILE SOUTHWEST
 DX2036'ALONG NEWPORT BOULEVARD ACCESS ROAD TO THE JUNCTION OF ARLINGTON
 DX2036'DRIVE, 140.0 FT. SOUTHWEST ALONG ACCESS ROAD FROM THE EXTENDED CENTER
 DX2036'LINE OF ARLINGTON DRIVE, 26.7 FT. SOUTHWEST OF A METAL LIGHT POLE,
 DX2036'10.0 FT. SOUTHEAST OF A BOARDED CHAIN LINK FENCE, SET IN THE SOUTHEAST
 DX2036'CORNER OF A 22 FT. BY 4 FT. CATCH BASIN, 0.8 FT. ABOVE THE LEVEL
 DX2036'OF THE HIGHWAY, 11.1 FT. SOUTH OF THE CENTER OF A MANHOLE COVER.
 DX2036
 DX2036                          STATION RECOVERY (1988)
 DX2036
 DX2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2043 ***********************************************************************
 DX2043  DESIGNATION -  1 E 97 72
 DX2043  PID         -  DX2043
 DX2043  STATE/COUNTY-  CA/ORANGE
 DX2043  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2043
 DX2043                         *CURRENT SURVEY CONTROL
 DX2043  ___________________________________________________________________
 DX2043* NAD 83(1986)-  33 40 49.     (N)    117 53 12.     (W)     SCALED    
 DX2043* NAVD 88     -        12.176  (meters)      39.95   (feet)  ADJUSTED  
 DX2043  ___________________________________________________________________
 DX2043  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DX2043  DYNAMIC HT  -          12.163 (meters)      39.90  (feet)  COMP
 DX2043  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 DX2043
 DX2043  VERT ORDER  -  FIRST     CLASS I
 DX2043
 DX2043.The horizontal coordinates were scaled from a topographic map and have
 DX2043.an estimated accuracy of +/- 6 seconds.
 DX2043
 DX2043.The orthometric height was determined by differential leveling
 DX2043.and adjusted in February 1997.
 DX2043
 DX2043.The geoid height was determined by GEOID03.
 DX2043
 DX2043.The dynamic height is computed by dividing the NAVD 88
 DX2043.geopotential number by the normal gravity value computed on the
 DX2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2043.degrees latitude (g = 980.6199 gals.).
 DX2043
 DX2043.The modeled gravity was interpolated from observed gravity values.
 DX2043
 DX2043;                    North         East    Units  Estimated Accuracy
 DX2043;SPC CA 6     -   669,060.    1,848,240.      MT  (+/- 180 meters Scaled)
 DX2043
 DX2043                          SUPERSEDED SURVEY CONTROL
 DX2043
 DX2043  NGVD 29 (??/??/92)   11.52   (m)           37.8    (f) COMPUTED    1 1
 DX2043
 DX2043.Superseded values are not recommended for survey control.
 DX2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2043.See file dsdata.txt to determine how the superseded data were derived.
 DX2043
 DX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT178270(NAD 83)
 DX2043_MARKER: DD = SURVEY DISK
 DX2043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2043_SP_SET: CATCH BASIN
 DX2043_STAMPING: 1E 97 72
 DX2043_MARK LOGO: CA-059
 DX2043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2043+STABILITY: SURFACE MOTION
 DX2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2043+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 DX2043
 DX2043  HISTORY     - Date     Condition        Report By
 DX2043  HISTORY     - 1972     MONUMENTED       CA-059
 DX2043  HISTORY     - 19940818 GOOD             MWDSC
 DX2043
 DX2043                          STATION DESCRIPTION
 DX2043
 DX2043'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1972
 DX2043'IN COSTA MESA.
 DX2043'IN THE NORTHWEST PART OF THE INTERSECTION OF BAKER STREET AND
 DX2043'BRISTOL STREET, 58 FEET NORTH OF THE CENTERLINE OF BAKER, 50
 DX2043'FEET WEST OF THE CENTERLINE OF BRISTOL, 8 FEET NORTHEAST FROM
 DX2043'A STEEL TRAFFIC SIGNAL POST, 8 FEET SOUTH OF THE NORTH END
 DX2043'OF THE CURB RETURN, SET IN THE SOUTHEAST END OF A 8 BY 8 FOOT
 DX2043'CONCRETE CATCH BASIN, 0.5 FOOT WEST OF THE CURB FACE.
 DX2043
 DX2043                          STATION RECOVERY (1994)
 DX2043
 DX2043'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2043'COSTA MESA, NEAR NORTHWEST CORNER OF INTERSECTION OF BRISTOL STREET
 DX2043'AND BAKER STREET, 68 FEET (20.7 M) NORTH OF CENTERLINE OF BAKER
 DX2043'STREET, 65 FEET (19.8 M) WEST OF CENTERLINE OF BRISTOL STREET, FLUSH
 DX2043'IN TOP OF SOUTHEAST CORNER OF 8 FEET (2.4 M) BY 5 FEET (1.5 M)
 DX2043'CONCRETE CATCH BASIN, A 4 INCH ALUMINUM ORANGE COUNTY SURVEYOR DISK
 DX2043'STAMPED 1E 97 72 NEAR OCF STA 1789+00 REFERENCE MWD FB 2011 03 082.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2042 ***********************************************************************
 DX2042  DESIGNATION -  1 E 98
 DX2042  PID         -  DX2042
 DX2042  STATE/COUNTY-  CA/ORANGE
 DX2042  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2042
 DX2042                         *CURRENT SURVEY CONTROL
 DX2042  ___________________________________________________________________
 DX2042* NAD 83(1986)-  33 40 32.     (N)    117 53 18.     (W)     SCALED    
 DX2042* NAVD 88     -        12.23   (+/-2cm)      40.1    (feet)  VERTCON   
 DX2042  ___________________________________________________________________
 DX2042  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DX2042  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2042
 DX2042.The horizontal coordinates were scaled from a topographic map and have
 DX2042.an estimated accuracy of +/- 6 seconds.
 DX2042
 DX2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2042.The vertical order pertains to the NGVD 29 superseded value.
 DX2042
 DX2042.The geoid height was determined by GEOID03.
 DX2042
 DX2042;                    North         East    Units  Estimated Accuracy
 DX2042;SPC CA 6     -   668,540.    1,848,080.      MT  (+/- 180 meters Scaled)
 DX2042
 DX2042                          SUPERSEDED SURVEY CONTROL
 DX2042
 DX2042  NGVD 29 (??/??/92)   11.54   (m)           37.9    (f) COMPUTED    1 1
 DX2042
 DX2042.Superseded values are not recommended for survey control.
 DX2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2042.See file dsdata.txt to determine how the superseded data were derived.
 DX2042
 DX2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT176265(NAD 83)
 DX2042_MARKER: DD = SURVEY DISK
 DX2042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2042_SP_SET: CULVERT
 DX2042_STAMPING: 1E-98-72
 DX2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2042
 DX2042  HISTORY     - Date     Condition        Report By
 DX2042  HISTORY     - 1972     MONUMENTED       CA-059
 DX2042
 DX2042                          STATION DESCRIPTION
 DX2042
 DX2042'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1972
 DX2042'IN COSTA MESA.
 DX2042'0.4 MILE SOUTHWEST ON BRISTOL STREET FROM ITS INTERSECTION
 DX2042'WITH BAKER STREET TO A FLOOD CONTROL CHANNEL, 53 FEET NORTHWEST
 DX2042'OF THE CENTERLINE OF BRISTOL, 10 FEET BACK OF THE CURB, 0.5
 DX2042'FOOT BACK OF THE SIDEWALK, 33 FEET NORTHEAST FROM THE NORTHEAST
 DX2042'END OF THE HEADWALL OF THE CHANNEL, 7.5 FEET EAST FROM THE
 DX2042'NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE CHANNEL, SET
 DX2042'IN THE EAST END OF A 6 FOOT CONCRETE HEADWALL FOR A CORRIGATED
 DX2042'METAL PIPE DOWN DRAIN INTO THE CHANNEL, 0.3 FOOT LOWER THAN THE
 DX2042'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2038 ***********************************************************************
 DX2038  DESIGNATION -  1 E 99 72
 DX2038  PID         -  DX2038
 DX2038  STATE/COUNTY-  CA/ORANGE
 DX2038  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2038
 DX2038                         *CURRENT SURVEY CONTROL
 DX2038  ___________________________________________________________________
 DX2038* NAD 83(1986)-  33 40 19.     (N)    117 53 26.     (W)     SCALED    
 DX2038* NAVD 88     -        13.255  (meters)      43.49   (feet)  ADJUSTED  
 DX2038  ___________________________________________________________________
 DX2038  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DX2038  DYNAMIC HT  -          13.241 (meters)      43.44  (feet)  COMP
 DX2038  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 DX2038
 DX2038  VERT ORDER  -  FIRST     CLASS I
 DX2038
 DX2038.The horizontal coordinates were scaled from a topographic map and have
 DX2038.an estimated accuracy of +/- 6 seconds.
 DX2038
 DX2038.The orthometric height was determined by differential leveling
 DX2038.and adjusted in February 1997.
 DX2038.WARNING-Repeat measurements at this control monument indicate possible
 DX2038.vertical movement.
 DX2038
 DX2038.The geoid height was determined by GEOID03.
 DX2038
 DX2038.The dynamic height is computed by dividing the NAVD 88
 DX2038.geopotential number by the normal gravity value computed on the
 DX2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2038.degrees latitude (g = 980.6199 gals.).
 DX2038
 DX2038.The modeled gravity was interpolated from observed gravity values.
 DX2038
 DX2038;                    North         East    Units  Estimated Accuracy
 DX2038;SPC CA 6     -   668,140.    1,847,870.      MT  (+/- 180 meters Scaled)
 DX2038
 DX2038                          SUPERSEDED SURVEY CONTROL
 DX2038
 DX2038  NAVD 88 (06/15/91)   13.267  (m)           43.53   (f) UNKNOWN     1 1
 DX2038  NGVD 29 (??/??/92)   12.549  (m)           41.17   (f) ADJ UNCH    1 1
 DX2038
 DX2038.Superseded values are not recommended for survey control.
 DX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2038.See file dsdata.txt to determine how the superseded data were derived.
 DX2038
 DX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT174261(NAD 83)
 DX2038_MARKER: DD = SURVEY DISK
 DX2038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2038_SP_SET: CATCH BASIN
 DX2038_STAMPING: 1E 99 72
 DX2038_MARK LOGO: CA-059
 DX2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2038+STABILITY: SURFACE MOTION
 DX2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2038+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 DX2038
 DX2038  HISTORY     - Date     Condition        Report By
 DX2038  HISTORY     - 1972     MONUMENTED       CA-059
 DX2038  HISTORY     - 1977     GOOD             NGS
 DX2038  HISTORY     - 1988     GOOD             NGS
 DX2038  HISTORY     - 19940818 GOOD             MWDSC
 DX2038
 DX2038                          STATION DESCRIPTION
 DX2038
 DX2038'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1972
 DX2038'IN COSTA MESA.
 DX2038'IN THE SOUTHWEST PART OF THE INTERSECTION OF NEWPORT AVENUE AND
 DX2038'PRESIDIO DRIVE, 114 FEET WEST ALONG PRESIDO FROM ITS INTERSECTION
 DX2038'WITH NEWPORT (ALONG THE NORTHWEST SIDE OF THE NEWPORT FREEWAY),
 DX2038'33 FEET EAST ON PRESIDIO FROM THE CENTERLINE OF SAN LUCAS
 DX2038'LANE, 21 FEET SOUTH OF THE CENTERLINE OF PRESIDIO, 9 FEET
 DX2038'EAST OF A STEEL LAMP POST (NUMBER 1347798E) SET IN THE NORTHWEST
 DX2038'CORNER OF A 3 BY 22 FOOT CONCRETE CATCH BASIN, 1 FOOT SOUTH OF THE
 DX2038'CURB FACE, LEVEL WITH THE TOP OF THE CURB.
 DX2038
 DX2038                          STATION RECOVERY (1977)
 DX2038
 DX2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2038'RECOVERED IN GOOD CONDITION.
 DX2038
 DX2038                          STATION RECOVERY (1988)
 DX2038
 DX2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2038'RECOVERED IN GOOD CONDITION.
 DX2038
 DX2038                          STATION RECOVERY (1994)
 DX2038
 DX2038'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2038'COSTA MESA, NEAR SOUTHWEST CORNER OF INTERSECTION OF NEWPORT BLVD AND
 DX2038'PRESIDIO DRIVE, 100 FEET (30.5 M) WEST OF CENTERLINE OF NEWPORT BLVD,
 DX2038'21 FEET (6.4 M) SOUTH OF CENTERLINE OF PRESIDIO DRIVE, 32 FEET (9.8 M)
 DX2038'EAST OF CENTERLINE OF SAN LUCAS LANE, FLUSH IN TOP OF NORTHWEST CORNER
 DX2038'OF 22 FEET (6.7 M) BY 3 FEET (0.9 M) CONCRETE CATCH BASIN, A 4 INCH
 DX2038'ORANGE COUNTY SURVEYOR ALUMINUM DISK STAMPED 1E 99 72.  NEAR OCF STA
 DX2038'1808+00 REFERENCE MWD FB 2011 03 083.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1006 ***********************************************************************
 HR1006  DESIGNATION -  1 EGE
 HR1006  PID         -  HR1006
 HR1006  STATE/COUNTY-  CA/MONO
 HR1006  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1006
 HR1006                         *CURRENT SURVEY CONTROL
 HR1006  ___________________________________________________________________
 HR1006* NAD 83(1986)-  37 39 26.     (N)    118 55 29.     (W)     SCALED    
 HR1006* NAVD 88     -      2235.086  (meters)    7332.94   (feet)  ADJUSTED  
 HR1006  ___________________________________________________________________
 HR1006  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HR1006  DYNAMIC HT  -        2232.197 (meters)    7323.47  (feet)  COMP
 HR1006  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 HR1006
 HR1006  VERT ORDER  -  FIRST     CLASS I
 HR1006
 HR1006.The horizontal coordinates were scaled from a topographic map and have
 HR1006.an estimated accuracy of +/- 6 seconds.
 HR1006
 HR1006.The orthometric height was determined by differential leveling
 HR1006.and adjusted in June 1991.
 HR1006
 HR1006.The geoid height was determined by GEOID03.
 HR1006
 HR1006.The dynamic height is computed by dividing the NAVD 88
 HR1006.geopotential number by the normal gravity value computed on the
 HR1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1006.degrees latitude (g = 980.6199 gals.).
 HR1006
 HR1006.The modeled gravity was interpolated from observed gravity values.
 HR1006
 HR1006;                    North         East    Units  Estimated Accuracy
 HR1006;SPC CA 3     -   629,600.    2,138,990.      MT  (+/- 180 meters Scaled)
 HR1006
 HR1006                          SUPERSEDED SURVEY CONTROL
 HR1006
 HR1006.No superseded survey control is available for this station.
 HR1006
 HR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB302695(NAD 83)
 HR1006_MARKER: DE = TRAVERSE STATION DISK
 HR1006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 HR1006_SP_SET: ALUMINUM ALLOY ROD
 HR1006_STAMPING: 1 EGE 1983
 HR1006_MARK LOGO: USGS  
 HR1006_PROJECTION: FLUSH
 HR1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1006+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1006_ROD/PIPE-DEPTH: 18.7 meters
 HR1006
 HR1006  HISTORY     - Date     Condition        Report By
 HR1006  HISTORY     - 1983     MONUMENTED       USGS
 HR1006  HISTORY     - 1985     GOOD             USGS
 HR1006  HISTORY     - 1986     GOOD             NGS
 HR1006  HISTORY     - 1987     GOOD             NGS
 HR1006  HISTORY     - 19881009 GOOD             NGS
 HR1006  HISTORY     - 19910816 GOOD             NGS
 HR1006
 HR1006                          STATION DESCRIPTION
 HR1006
 HR1006'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1006'RECOVERED IN GOOD CONDITION.
 HR1006
 HR1006                          STATION RECOVERY (1986)
 HR1006
 HR1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1006'7.8 KM (4.85 MI) NE FROM MAMMOTH LAKES.
 HR1006'THE MARK IS 1.2 M BELOW NEW US HIGHWAY 395.
 HR1006'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1006'MAMMOTH LAKES, THENCE 1.50 KM (0.93 MI) NORTHWEST ALONG OLD US HIGHWAY
 HR1006'395 TO THE END OF PAVEMENT AND A DIRT ROAD LEADING TO LITTLE ANTELOPE
 HR1006'VALLEY, THENCE 0.60 KM (0.37 MI) NORTHWEST ALONG A GRAVEL ROAD, 2.5
 HR1006'METERS (8.2 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 22.0 METERS (72
 HR1006'FT) NORTHEAST OF THE CENTER OF NEW US HIGHWAY 395, 38.4 METERS (126
 HR1006'FT) NORTH OF A HIGHWAY SIGN POST WITH A CAUTION LIGHT AT THE NORTHWEST
 HR1006'END OF A DIVIDER ISLAND AND 0.6 METER (2 FT) NORTHEAST OF THE
 HR1006'NORTHEAST RIGHT-OF-WAY FENCE.
 HR1006'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 HR1006
 HR1006                          STATION RECOVERY (1987)
 HR1006
 HR1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1006'RECOVERED IN GOOD CONDITION.
 HR1006
 HR1006                          STATION RECOVERY (1988)
 HR1006
 HR1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1006'RECOVERED IN GOOD CONDITION.
 HR1006
 HR1006                          STATION RECOVERY (1991)
 HR1006
 HR1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1006'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1006'IN MAMMOTH LAKES, THENCE 1.5 KM (0.9 MI) NORTHWESTERLY ALONG OLD U.S.
 HR1006'HIGHWAY 395, THENCE 0.6 KM (0.4 MI) NORTHWESTERLY ALONG A GRAVELED
 HR1006'ROAD, 38.4 M (126.0 FT) NORTH OF A HIGHWAY SIGN POST WITH A CAUTION
 HR1006'LIGHT, 18.7 M (61.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 HR1006'LANES OF U.S. HIGHWAY 395, 7.0 M (23.0 FT) SOUTHWEST OF THE CENTER OF
 HR1006'THE ROAD, 5.0 M (16.4 FT) SOUTHWEST OF A FENCE, 1.0 M (3.3 FT) BELOW
 HR1006'THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF A WITNESS POST, AND
 HR1006'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0639 ***********************************************************************
 DX0639  DESIGNATION -  1 F
 DX0639  PID         -  DX0639
 DX0639  STATE/COUNTY-  CA/RIVERSIDE
 DX0639  USGS QUAD   -  THERMAL CANYON (1972)
 DX0639
 DX0639                         *CURRENT SURVEY CONTROL
 DX0639  ___________________________________________________________________
 DX0639* NAD 83(1986)-  33 43 38.     (N)    116 04 32.     (W)     SCALED    
 DX0639* NAVD 88     -       335.06   (+/-2cm)    1099.3    (feet)  VERTCON   
 DX0639  ___________________________________________________________________
 DX0639  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DX0639  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0639
 DX0639.The horizontal coordinates were scaled from a topographic map and have
 DX0639.an estimated accuracy of +/- 6 seconds.
 DX0639
 DX0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0639.The vertical order pertains to the NGVD 29 superseded value.
 DX0639
 DX0639.The geoid height was determined by GEOID03.
 DX0639
 DX0639;                    North         East    Units  Estimated Accuracy
 DX0639;SPC CA 6     -   673,090.    2,016,170.      MT  (+/- 180 meters Scaled)
 DX0639
 DX0639                          SUPERSEDED SURVEY CONTROL
 DX0639
 DX0639  NGVD 29 (??/??/??)  334.368  (m)         1097.01   (f) ADJUSTED    1 2
 DX0639
 DX0639.Superseded values are not recommended for survey control.
 DX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0639.See file dsdata.txt to determine how the superseded data were derived.
 DX0639
 DX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT856322(NAD 83)
 DX0639_MARKER: DD = SURVEY DISK
 DX0639_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0639_SP_SET: UNSPECIFIED
 DX0639_STAMPING: 1 F
 DX0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0639
 DX0639  HISTORY     - Date     Condition        Report By
 DX0639  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0639  HISTORY     - 1931     GOOD             MWDSC
 DX0639
 DX0639                          STATION DESCRIPTION
 DX0639
 DX0639'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0639'11.4 MI E FROM INDIO.
 DX0639'ABOUT 2 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE
 DX0639'INTERSECTION OF THE FARGO CANYON ROAD, ON THE WEST SIDE OF A
 DX0639'WASH, 50 FEET NORTHEAST OF THE ROAD, AND IN ROCK.  A METROPOLITAN
 DX0639'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0639'1 F AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2308 ***********************************************************************
 DX2308  DESIGNATION -  1 F 148
 DX2308  PID         -  DX2308
 DX2308  STATE/COUNTY-  CA/ORANGE
 DX2308  USGS QUAD   -  ANAHEIM (1981)
 DX2308
 DX2308                         *CURRENT SURVEY CONTROL
 DX2308  ___________________________________________________________________
 DX2308* NAD 83(1986)-  33 49 46.     (N)    117 55 06.     (W)     SCALED    
 DX2308* NAVD 88     -        45.645  (meters)     149.75   (feet)  ADJUSTED  
 DX2308  ___________________________________________________________________
 DX2308  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DX2308  DYNAMIC HT  -          45.596 (meters)     149.59  (feet)  COMP
 DX2308  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DX2308
 DX2308  VERT ORDER  -  FIRST     CLASS I
 DX2308
 DX2308.The horizontal coordinates were scaled from a topographic map and have
 DX2308.an estimated accuracy of +/- 6 seconds.
 DX2308
 DX2308.The orthometric height was determined by differential leveling
 DX2308.and adjusted in June 1991.
 DX2308
 DX2308.The geoid height was determined by GEOID03.
 DX2308
 DX2308.The dynamic height is computed by dividing the NAVD 88
 DX2308.geopotential number by the normal gravity value computed on the
 DX2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2308.degrees latitude (g = 980.6199 gals.).
 DX2308
 DX2308.The modeled gravity was interpolated from observed gravity values.
 DX2308
 DX2308;                    North         East    Units  Estimated Accuracy
 DX2308;SPC CA 6     -   685,650.    1,845,570.      MT  (+/- 180 meters Scaled)
 DX2308
 DX2308                          SUPERSEDED SURVEY CONTROL
 DX2308
 DX2308  NGVD 29 (??/??/92)   44.95   (m)          147.5    (f) COMPUTED    1 1
 DX2308
 DX2308.Superseded values are not recommended for survey control.
 DX2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2308.See file dsdata.txt to determine how the superseded data were derived.
 DX2308
 DX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT150436(NAD 83)
 DX2308_MARKER: DD = SURVEY DISK
 DX2308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2308_SP_SET: CATCH BASIN
 DX2308_STAMPING: 1F-148-69
 DX2308_MARK LOGO: CA-059
 DX2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2308+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 DX2308
 DX2308  HISTORY     - Date     Condition        Report By
 DX2308  HISTORY     - 1969     MONUMENTED       CA-059
 DX2308  HISTORY     - 1970     GOOD             CA-059
 DX2308  HISTORY     - 19890530 GOOD             NGS
 DX2308
 DX2308                          STATION DESCRIPTION
 DX2308
 DX2308'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1970
 DX2308'AT ANAHEIM.
 DX2308'IN THE NORTHWEST PORTION OF THE INTERSECTION OF HARBOR BOULEVARD
 DX2308'AND SANTA ANA STREET, 27 FEET NORTH OF THE CENTER LINE OF SANTA
 DX2308'ANA, 65 FEET WEST OF THE CENTER LINE OF HARBOR, 2 FEET EAST
 DX2308'OF A TELEPHONE POLE, (HAS NO NUMBER) SET IN THE SOUTHWEST CORNER
 DX2308'OF A 8 BY 5 FOOT CONCRETE CATCH BASIN 1 FOOT BEHIND AND AT
 DX2308'CURB LEVEL.
 DX2308
 DX2308                          STATION RECOVERY (1989)
 DX2308
 DX2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2308'IN ANAHEIM, AT THE INTERSECTION OF HARBOR BOULEVARD AND SANTA ANA
 DX2308'STREET, IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 19.8 M
 DX2308'(65.0 FT) WEST OF THE CENTER OF THE BOULEVARD, 8.2 M (26.9 FT) NORTH
 DX2308'OF THE CENTERLINE OF THE STREET, 3.4 M (11.2 FT) WEST OF STREET LIGHT
 DX2308'POLE NUMBER 516920, 0.6 M (2.0 FT) EAST OF A UTILITY POLE, AND 0.3 M
 DX2308'(1.0 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4874 ***********************************************************************
 EW4874  DESIGNATION -  1 F 40 CAHD
 EW4874  PID         -  EW4874
 EW4874  STATE/COUNTY-  CA/LOS ANGELES
 EW4874  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4874
 EW4874                         *CURRENT SURVEY CONTROL
 EW4874  ___________________________________________________________________
 EW4874* NAD 83(1986)-  34 20 07.     (N)    118 30 31.     (W)     SCALED    
 EW4874* NAVD 88     -       471.31   (+/-2cm)    1546.3    (feet)  VERTCON   
 EW4874  ___________________________________________________________________
 EW4874  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW4874  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4874
 EW4874.The horizontal coordinates were scaled from a topographic map and have
 EW4874.an estimated accuracy of +/- 6 seconds.
 EW4874
 EW4874.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4874.The vertical order pertains to the NGVD 29 superseded value.
 EW4874
 EW4874.The geoid height was determined by GEOID03.
 EW4874
 EW4874;                    North         East    Units  Estimated Accuracy
 EW4874;SPC CA 5     -   592,770.    1,953,200.      MT  (+/- 180 meters Scaled)
 EW4874
 EW4874                          SUPERSEDED SURVEY CONTROL
 EW4874
 EW4874  NGVD 29 (??/??/92)  470.481  (m)         1543.57   (f) ADJ UNCH    1 2
 EW4874
 EW4874.Superseded values are not recommended for survey control.
 EW4874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4874.See file dsdata.txt to determine how the superseded data were derived.
 EW4874
 EW4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU612003(NAD 83)
 EW4874_MARKER: DD = SURVEY DISK
 EW4874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4874_STAMPING: BM 1-F-40
 EW4874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4874+STABILITY: SURFACE MOTION
 EW4874
 EW4874  HISTORY     - Date     Condition        Report By
 EW4874  HISTORY     - UNK      MONUMENTED       CADH
 EW4874  HISTORY     - 1968     GOOD
 EW4874
 EW4874                          STATION DESCRIPTION
 EW4874
 EW4874'DESCRIBED 1968
 EW4874'NEAR NEWHALL.
 EW4874'FRONTAGE ROAD-- 4.1 MILES SOUTHEAST OF JUNCTION OF LYONS AVENUE
 EW4874'AND GOLDEN STATE FREEWAY, 0.31 MILES NORTHERLY FROM INTERSECTION
 EW4874'OF SAN FERNANDO ROAD AND SIERRA HIGHWAY, 56 FEET WESTERLY OF
 EW4874'PAINTED CENTER STRIPE OF THE FRONTAGE ROAD WESTERLY OF AND
 EW4874'PARALLEL TO THE GOLDEN STATE FREEWAY, 84.5 FEET WESTERLY OF
 EW4874'CHAIN LINK FENCE (AT EASTERLY SIDE OF ROAD) FROM A POINT 90 FEET
 EW4874'SOUTHERLY OF NORTHERLY END, 75 FEET SOUTHERLY OF THE CULVERT
 EW4874'AT STATION F-18+36.  SET IN TOP OF CONCRETE POST FLUSH WITH THE
 EW4874'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2390 ***********************************************************************
 EV2390  DESIGNATION -  1 FMK
 EV2390  PID         -  EV2390
 EV2390  STATE/COUNTY-  CA/KERN
 EV2390  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2390
 EV2390                         *CURRENT SURVEY CONTROL
 EV2390  ___________________________________________________________________
 EV2390* NAD 83(1986)-  34 57 48.     (N)    117 46 26.     (W)     SCALED    
 EV2390* NAVD 88     -       696.370  (meters)    2284.67   (feet)  ADJUSTED  
 EV2390  ___________________________________________________________________
 EV2390  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2390  DYNAMIC HT  -         695.594 (meters)    2282.13  (feet)  COMP
 EV2390  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 EV2390
 EV2390  VERT ORDER  -  FIRST     CLASS I
 EV2390
 EV2390.The horizontal coordinates were scaled from a topographic map and have
 EV2390.an estimated accuracy of +/- 6 seconds.
 EV2390
 EV2390.The orthometric height was determined by differential leveling
 EV2390.and adjusted in June 1991.
 EV2390
 EV2390.The geoid height was determined by GEOID03.
 EV2390
 EV2390.The dynamic height is computed by dividing the NAVD 88
 EV2390.geopotential number by the normal gravity value computed on the
 EV2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2390.degrees latitude (g = 980.6199 gals.).
 EV2390
 EV2390.The modeled gravity was interpolated from observed gravity values.
 EV2390
 EV2390;                    North         East    Units  Estimated Accuracy
 EV2390;SPC CA 5     -   662,340.    2,020,650.      MT  (+/- 180 meters Scaled)
 EV2390
 EV2390                          SUPERSEDED SURVEY CONTROL
 EV2390
 EV2390  NGVD 29 (??/??/92)  695.575  (m)         2282.07   (f) ADJ UNCH    1 1
 EV2390
 EV2390.Superseded values are not recommended for survey control.
 EV2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2390.See file dsdata.txt to determine how the superseded data were derived.
 EV2390
 EV2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU293692(NAD 83)
 EV2390_MARKER: DD = SURVEY DISK
 EV2390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2390_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2390_STAMPING: 1 FMK 1973
 EV2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2390
 EV2390  HISTORY     - Date     Condition        Report By
 EV2390  HISTORY     - 1973     MONUMENTED       USGS
 EV2390  HISTORY     - 1974     GOOD             NGS
 EV2390  HISTORY     - 1977     GOOD             NGS
 EV2390
 EV2390                          STATION DESCRIPTION
 EV2390
 EV2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2390'7.5 MI SW FROM BORON.
 EV2390'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2390'FROM THE STATION AT BORON, THENCE 3.6 MILES SOUTHWEST ALONG
 EV2390'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, THENCE
 EV2390'2.85 MILES SOUTHWEST ALONG AN ABANDONED RAILROAD BED, 12 FEET
 EV2390'NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 3.2 FEET
 EV2390'SOUTHEAST OF THE SOUTH CORNER OF A 3- BY 7-FOOT CONCRETE BOX
 EV2390'FOR A FORMER SIGNAL CONTROL, 1.8 FEET NORTHEAST OF A WITNESS
 EV2390'POST, ABOUT LEVEL WITH THE RAILROAD BED, A DISK ON THE TOP OF A
 EV2390'COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER
 EV2390'PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING
 EV2390'0.4 FOOT ABOVE THE GROUND.  SECTION 18, T10N, R8W
 EV2390
 EV2390                          STATION RECOVERY (1977)
 EV2390
 EV2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0637 ***********************************************************************
 DX0637  DESIGNATION -  1 G
 DX0637  PID         -  DX0637
 DX0637  STATE/COUNTY-  CA/RIVERSIDE
 DX0637  USGS QUAD   -  THERMAL CANYON (1972)
 DX0637
 DX0637                         *CURRENT SURVEY CONTROL
 DX0637  ___________________________________________________________________
 DX0637* NAD 83(1986)-  33 43 33.     (N)    116 03 52.     (W)     SCALED    
 DX0637* NAVD 88     -       378.05   (+/-2cm)    1240.3    (feet)  VERTCON   
 DX0637  ___________________________________________________________________
 DX0637  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DX0637  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0637
 DX0637.The horizontal coordinates were scaled from a topographic map and have
 DX0637.an estimated accuracy of +/- 6 seconds.
 DX0637
 DX0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0637.The vertical order pertains to the NGVD 29 superseded value.
 DX0637
 DX0637.The geoid height was determined by GEOID03.
 DX0637
 DX0637;                    North         East    Units  Estimated Accuracy
 DX0637;SPC CA 6     -   672,930.    2,017,200.      MT  (+/- 180 meters Scaled)
 DX0637
 DX0637                          SUPERSEDED SURVEY CONTROL
 DX0637
 DX0637  NGVD 29 (??/??/??)  377.354  (m)         1238.04   (f) ADJUSTED    1 2
 DX0637
 DX0637.Superseded values are not recommended for survey control.
 DX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0637.See file dsdata.txt to determine how the superseded data were derived.
 DX0637
 DX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT866321(NAD 83)
 DX0637_MARKER: DD = SURVEY DISK
 DX0637_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0637_SP_SET: UNSPECIFIED ROCK
 DX0637_STAMPING: 1 G
 DX0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0637
 DX0637  HISTORY     - Date     Condition        Report By
 DX0637  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0637  HISTORY     - 1931     GOOD             MWDSC
 DX0637
 DX0637                          STATION DESCRIPTION
 DX0637
 DX0637'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0637'12.1 MI E FROM INDIO.
 DX0637'2.7 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0637'OF THE FARGO CANYON ROAD, ABOUT 2000 FEET NORTH OF THE ROAD, ON
 DX0637'THE WEST SIDE OF A BUTTE, AND IN ROCK.  A METROPOLITAN WATER
 DX0637'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 1 G AND
 DX0637'MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1854 ***********************************************************************
 JS1854  DESIGNATION -  1 GPCC
 JS1854  PID         -  JS1854
 JS1854  STATE/COUNTY-  CA/CONTRA COSTA
 JS1854  USGS QUAD   -  HONKER BAY (1980)
 JS1854
 JS1854                         *CURRENT SURVEY CONTROL
 JS1854  ___________________________________________________________________
 JS1854* NAD 83(1986)-  38 02 51.     (N)    121 59 16.     (W)     SCALED    
 JS1854* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 JS1854  ___________________________________________________________________
 JS1854  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JS1854  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1854
 JS1854.The horizontal coordinates were scaled from a topographic map and have
 JS1854.an estimated accuracy of +/- 6 seconds.
 JS1854
 JS1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1854.The vertical order pertains to the NGVD 29 superseded value.
 JS1854
 JS1854.The geoid height was determined by GEOID03.
 JS1854
 JS1854;                    North         East    Units  Estimated Accuracy
 JS1854;SPC CA 3     -   672,780.    1,869,420.      MT  (+/- 180 meters Scaled)
 JS1854
 JS1854                          SUPERSEDED SURVEY CONTROL
 JS1854
 JS1854  NGVD 29 (??/??/92)    2.412  (m)            7.91   (f) ADJ UNCH    1 2
 JS1854
 JS1854.Superseded values are not recommended for survey control.
 JS1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1854.See file dsdata.txt to determine how the superseded data were derived.
 JS1854
 JS1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH888115(NAD 83)
 JS1854_MARKER: Z = SEE DESCRIPTION
 JS1854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1854_SP_SET: BUILDING FOUNDATION
 JS1854_STAMPING: NO 1
 JS1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1854
 JS1854  HISTORY     - Date     Condition        Report By
 JS1854  HISTORY     - UNK      MONUMENTED       GPCC
 JS1854  HISTORY     - 1956     GOOD             NGS
 JS1854  HISTORY     - 1964     GOOD             NGS
 JS1854
 JS1854                          STATION DESCRIPTION
 JS1854
 JS1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JS1854'1.9 MI E FROM PORT CHICAGO.
 JS1854'1.8 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS1854'FROM THE STATION AT PORT CHICAGO, THENCE 0.1 MILE NORTH ALONG
 JS1854'NICHOLS ROAD, AT THE GENERAL CHEMICAL DIVISION OF ALLIED
 JS1854'CHEMICAL AND DYE CORPORATION, IN THE TOP OF A LEDGE AT THE
 JS1854'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE ENGINEERING
 JS1854'BUILDING, 1.1 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 JS1854'LEDGE, 0.9 FOOT EAST OF THE EAST BRICK WALL, AND ABOUT 0.3
 JS1854'FOOT HIGHER THAN AN ASPHALT DRIVEWAY.
 JS1854
 JS1854                          STATION RECOVERY (1964)
 JS1854
 JS1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0638 ***********************************************************************
 DX0638  DESIGNATION -  1 H
 DX0638  PID         -  DX0638
 DX0638  STATE/COUNTY-  CA/RIVERSIDE
 DX0638  USGS QUAD   -  THERMAL CANYON (1972)
 DX0638
 DX0638                         *CURRENT SURVEY CONTROL
 DX0638  ___________________________________________________________________
 DX0638* NAD 83(1986)-  33 43 35.     (N)    116 04 25.     (W)     SCALED    
 DX0638* NAVD 88     -       345.29   (+/-2cm)    1132.8    (feet)  VERTCON   
 DX0638  ___________________________________________________________________
 DX0638  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DX0638  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0638
 DX0638.The horizontal coordinates were scaled from a topographic map and have
 DX0638.an estimated accuracy of +/- 6 seconds.
 DX0638
 DX0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0638.The vertical order pertains to the NGVD 29 superseded value.
 DX0638
 DX0638.The geoid height was determined by GEOID03.
 DX0638
 DX0638;                    North         East    Units  Estimated Accuracy
 DX0638;SPC CA 6     -   672,990.    2,016,350.      MT  (+/- 180 meters Scaled)
 DX0638
 DX0638                          SUPERSEDED SURVEY CONTROL
 DX0638
 DX0638  NGVD 29 (??/??/??)  344.601  (m)         1130.58   (f) ADJUSTED    1 2
 DX0638
 DX0638.Superseded values are not recommended for survey control.
 DX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0638.See file dsdata.txt to determine how the superseded data were derived.
 DX0638
 DX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT858322(NAD 83)
 DX0638_MARKER: DD = SURVEY DISK
 DX0638_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0638_SP_SET: UNSPECIFIED ROCK
 DX0638_STAMPING: 1 H
 DX0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0638
 DX0638  HISTORY     - Date     Condition        Report By
 DX0638  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0638  HISTORY     - 1931     GOOD             MWDSC
 DX0638
 DX0638                          STATION DESCRIPTION
 DX0638
 DX0638'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0638'11.6 MI E FROM INDIO.
 DX0638'2.2 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0638'OF THE FARGO CANYON ROAD, ON THE SUMMIT OF A RIDGE, 100 FEET
 DX0638'SOUTHWEST OF THE ROAD, AND IN ROCK.  A METROPOLITAN WATER
 DX0638'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 1 H AND
 DX0638'MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0081 ***********************************************************************
 DY0081  DESIGNATION -  1 H 129
 DY0081  PID         -  DY0081
 DY0081  STATE/COUNTY-  CA/ORANGE
 DY0081  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0081
 DY0081                         *CURRENT SURVEY CONTROL
 DY0081  ___________________________________________________________________
 DY0081* NAD 83(1986)-  33 51 31.     (N)    118 01 45.     (W)     SCALED    
 DY0081* NAVD 88     -        16.905  (meters)      55.46   (feet)  ADJUSTED  
 DY0081  ___________________________________________________________________
 DY0081  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DY0081  DYNAMIC HT  -          16.887 (meters)      55.40  (feet)  COMP
 DY0081  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 DY0081
 DY0081  VERT ORDER  -  FIRST     CLASS I
 DY0081
 DY0081.The horizontal coordinates were scaled from a topographic map and have
 DY0081.an estimated accuracy of +/- 6 seconds.
 DY0081
 DY0081.The orthometric height was determined by differential leveling
 DY0081.and adjusted in June 1995.
 DY0081
 DY0081.The geoid height was determined by GEOID03.
 DY0081
 DY0081.The dynamic height is computed by dividing the NAVD 88
 DY0081.geopotential number by the normal gravity value computed on the
 DY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0081.degrees latitude (g = 980.6199 gals.).
 DY0081
 DY0081.The modeled gravity was interpolated from observed gravity values.
 DY0081
 DY0081;                    North         East    Units  Estimated Accuracy
 DY0081;SPC CA 6     -   689,050.    1,835,370.      MT  (+/- 180 meters Scaled)
 DY0081
 DY0081                          SUPERSEDED SURVEY CONTROL
 DY0081
 DY0081  NAVD 88 (02/01/93)   16.907  (m)           55.47   (f) UNKNOWN     1 1
 DY0081  NGVD 29 (??/??/92)   16.184  (m)           53.10   (f) ADJ UNCH    1 1
 DY0081
 DY0081.Superseded values are not recommended for survey control.
 DY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0081.See file dsdata.txt to determine how the superseded data were derived.
 DY0081
 DY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048469(NAD 83)
 DY0081_MARKER: DD = SURVEY DISK
 DY0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0081_SP_SET: CATCH BASIN
 DY0081_STAMPING: 1H-129-70
 DY0081_MARK LOGO: CA-059
 DY0081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0081
 DY0081  HISTORY     - Date     Condition        Report By
 DY0081  HISTORY     - 1970     MONUMENTED       CA-059
 DY0081  HISTORY     - 1978     GOOD             NGS
 DY0081  HISTORY     - 19940816 GOOD             CA-059
 DY0081  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0081
 DY0081                          STATION DESCRIPTION
 DY0081
 DY0081'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1970
 DY0081'AT BUENA PARK.
 DY0081'IN THE SOUTHEAST PART OF THE INTERSECTION OF VALLEY VIEW STREET
 DY0081'AND ORANGETHORPE AVENUE, 54.7 FEET EAST OF THE CENTER OF THE
 DY0081'MEDIAN OF THE STREET, 73.5 FEET SOUTH OF THE PROLONGATION OF THE
 DY0081'NORTH CURB OF THE AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER
 DY0081'OF A 4.5 BY 11 FOOT CONCRETE CATCH BASIN 0.8 OF A FOOT HIGHER
 DY0081'THAN THE GUTTER.
 DY0081
 DY0081                          STATION RECOVERY (1978)
 DY0081
 DY0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0081'CORRECTION-73.5 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE.
 DY0081
 DY0081                          STATION RECOVERY (1994)
 DY0081
 DY0081'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0081'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0081'BY NATIONAL GEODETIC SURVEY 1978.
 DY0081
 DY0081                          STATION RECOVERY (2006)
 DY0081
 DY0081'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0636 ***********************************************************************
 DX0636  DESIGNATION -  1 J
 DX0636  PID         -  DX0636
 DX0636  STATE/COUNTY-  CA/RIVERSIDE
 DX0636  USGS QUAD   -  THERMAL CANYON (1972)
 DX0636
 DX0636                         *CURRENT SURVEY CONTROL
 DX0636  ___________________________________________________________________
 DX0636* NAD 83(1986)-  33 43 23.     (N)    116 03 26.     (W)     SCALED    
 DX0636* NAVD 88     -       405.47   (+/-2cm)    1330.3    (feet)  VERTCON   
 DX0636  ___________________________________________________________________
 DX0636  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DX0636  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0636
 DX0636.The horizontal coordinates were scaled from a topographic map and have
 DX0636.an estimated accuracy of +/- 6 seconds.
 DX0636
 DX0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0636.The vertical order pertains to the NGVD 29 superseded value.
 DX0636
 DX0636.The geoid height was determined by GEOID03.
 DX0636
 DX0636;                    North         East    Units  Estimated Accuracy
 DX0636;SPC CA 6     -   672,630.    2,017,870.      MT  (+/- 180 meters Scaled)
 DX0636
 DX0636                          SUPERSEDED SURVEY CONTROL
 DX0636
 DX0636  NGVD 29 (??/??/??)  404.772  (m)         1327.99   (f) ADJUSTED    1 2
 DX0636
 DX0636.Superseded values are not recommended for survey control.
 DX0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0636.See file dsdata.txt to determine how the superseded data were derived.
 DX0636
 DX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT873318(NAD 83)
 DX0636_MARKER: DD = SURVEY DISK
 DX0636_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0636_SP_SET: UNSPECIFIED ROCK
 DX0636_STAMPING: 1 J
 DX0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0636
 DX0636  HISTORY     - Date     Condition        Report By
 DX0636  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0636  HISTORY     - 1931     GOOD             MWDSC
 DX0636
 DX0636                          STATION DESCRIPTION
 DX0636
 DX0636'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0636'12.7 MI E FROM INDIO.
 DX0636'3.3 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0636'OF THE FARGO CANYON ROAD, ABOUT 300 FEET NORTH OF THE ROAD, 225
 DX0636'FEET NORTH-NORTHEAST OF THE LOS ANGELES WATER DEPARTMENT
 DX0636'TRIANGULATION STATION NEW ROAD, AND IN ROCK.  A METROPOLITAN
 DX0636'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0636'1 J AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0898 ***********************************************************************
 DY0898  DESIGNATION -  1 J 28
 DY0898  PID         -  DY0898
 DY0898  STATE/COUNTY-  CA/ORANGE
 DY0898  USGS QUAD   -  SEAL BEACH (1981)
 DY0898
 DY0898                         *CURRENT SURVEY CONTROL
 DY0898  ___________________________________________________________________
 DY0898* NAD 83(1986)-  33 42 11.     (N)    118 03 11.     (W)     SCALED    
 DY0898* NAVD 88     -         1.802  (meters)       5.91   (feet)  READJUSTED
 DY0898  ___________________________________________________________________
 DY0898  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 DY0898  DYNAMIC HT  -           1.800 (meters)       5.91  (feet)  COMP
 DY0898  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DY0898
 DY0898  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0898
 DY0898.The horizontal coordinates were scaled from a topographic map and have
 DY0898.an estimated accuracy of +/- 6 seconds.
 DY0898
 DY0898.The orthometric height was determined by differential leveling
 DY0898.and adjusted in February 1993.
 DY0898.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0898.distribution rate of 0.0 thru 1.0 mm/km.
 DY0898.The height was derived from older observations constrained to new
 DY0898.heights in a crustal motion area.  The height is approximate in
 DY0898.relation to other heights in its vicinity.
 DY0898
 DY0898.The geoid height was determined by GEOID03.
 DY0898
 DY0898.The dynamic height is computed by dividing the NAVD 88
 DY0898.geopotential number by the normal gravity value computed on the
 DY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0898.degrees latitude (g = 980.6199 gals.).
 DY0898
 DY0898.The modeled gravity was interpolated from observed gravity values.
 DY0898
 DY0898;                    North         East    Units  Estimated Accuracy
 DY0898;SPC CA 6     -   671,840.    1,832,860.      MT  (+/- 180 meters Scaled)
 DY0898
 DY0898                          SUPERSEDED SURVEY CONTROL
 DY0898
 DY0898.No superseded survey control is available for this station.
 DY0898
 DY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT024297(NAD 83)
 DY0898_MARKER: DD = SURVEY DISK
 DY0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0898_SP_SET: WALL
 DY0898_STAMPING: 1J-28-68
 DY0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0898
 DY0898  HISTORY     - Date     Condition        Report By
 DY0898  HISTORY     - 1968     MONUMENTED       CA-059
 DY0898  HISTORY     - 1969     GOOD             CA-059
 DY0898  HISTORY     - 1973     GOOD             CA-059
 DY0898  HISTORY     - 1978     GOOD             NGS
 DY0898  HISTORY     - 19890412 MARK NOT FOUND   NGS
 DY0898  HISTORY     - 20080912 MARK NOT FOUND   GEOCAC
 DY0898
 DY0898                          STATION DESCRIPTION
 DY0898
 DY0898'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0898'1.5 MI SE FROM SUNSET BEACH.
 DY0898'1.5 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DY0898'FROM THE POST OFFICE AT SUNSET BEACH TO THE ENTRANCE INTO THE
 DY0898'BOLSA CHICA GUN CLUB, ABOUT 240 FEET NORTHEAST ALONG A LEVEE TO
 DY0898'A CONCRETE TIDAL CONTROL STRUCTURE, ABOUT 8 FEET NORTHWEST OF
 DY0898'THE CENTER OF A DIRT ROAD ON THE LEVEE, ABOUT 4 FEET LOWER THAN
 DY0898'THE ROAD, SET IN THE TOP OF THE CONCRETE WALL BETWEEN TIDAL
 DY0898'GATES NUMBER 1 AND 2 AT THE NORTHWEST SIDE OF THE CONCRETE HEADWALL
 DY0898'FOR THE TIDAL GATES.
 DY0898
 DY0898                          STATION RECOVERY (1973)
 DY0898
 DY0898'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0898'RECOVERED IN GOOD CONDITION.
 DY0898
 DY0898                          STATION RECOVERY (1978)
 DY0898
 DY0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0898'RECOVERED IN GOOD CONDITION.
 DY0898
 DY0898                          STATION RECOVERY (1989)
 DY0898
 DY0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0898'MARK NOT FOUND.
 DY0898
 DY0898                          STATION RECOVERY (2008)
 DY0898
 DY0898'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0898'LOCATED A MARK NEAR THE DESCRIBED LOCATION OF THIS MARK, ORANGE COUNTY
 DY0898'1J-55-80.  THE NEW OC MARK IS MOST LIKELY A REPLACEMENT FOR THIS MARK
 DY0898'AS THIS STATION WAS LAST RECOVERED IN 1978.  ORANGE COUNTY NO LONGER
 DY0898'LISTS 1J-28-68 IN THEIR BENCHMARK DATABASE.  THIS MARK SHOULD BE
 DY0898'CONSIDERED LOST.  IF A MARK IS REQUIRED IN THIS LOCATION, THE NEW MARK
 DY0898'CAN BE MONUMENTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0894 ***********************************************************************
 DY0894  DESIGNATION -  1 J 29
 DY0894  PID         -  DY0894
 DY0894  STATE/COUNTY-  CA/ORANGE
 DY0894  USGS QUAD   -  SEAL BEACH (1981)
 DY0894
 DY0894                         *CURRENT SURVEY CONTROL
 DY0894  ___________________________________________________________________
 DY0894* NAD 83(1986)-  33 41 48.     (N)    118 02 52.     (W)     SCALED    
 DY0894* NAVD 88     -         3.316  (meters)      10.88   (feet)  ADJUSTED  
 DY0894  ___________________________________________________________________
 DY0894  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DY0894  DYNAMIC HT  -           3.312 (meters)      10.87  (feet)  COMP
 DY0894  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 DY0894  OBS GRAVITY -     979,600.2   (mgal)                       GRAV_OBS
 DY0894
 DY0894  VERT ORDER  -  FIRST     CLASS I
 DY0894
 DY0894.The horizontal coordinates were scaled from a topographic map and have
 DY0894.an estimated accuracy of +/- 6 seconds.
 DY0894
 DY0894.The orthometric height was determined by differential leveling
 DY0894.and adjusted in June 1991.
 DY0894.WARNING-Repeat measurements at this control monument indicate possible
 DY0894.vertical movement.
 DY0894
 DY0894.The geoid height was determined by GEOID03.
 DY0894
 DY0894.The dynamic height is computed by dividing the NAVD 88
 DY0894.geopotential number by the normal gravity value computed on the
 DY0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0894.degrees latitude (g = 980.6199 gals.).
 DY0894
 DY0894.The modeled gravity was interpolated from observed gravity values.
 DY0894.The observed gravity was obtained from relative gravimeter ties
 DY0894.to the IGSN71 gravity network.
 DY0894
 DY0894;                    North         East    Units  Estimated Accuracy
 DY0894;SPC CA 6     -   671,120.    1,833,340.      MT  (+/- 180 meters Scaled)
 DY0894
 DY0894                          SUPERSEDED SURVEY CONTROL
 DY0894
 DY0894.No superseded survey control is available for this station.
 DY0894
 DY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT028290(NAD 83)
 DY0894_MARKER: DD = SURVEY DISK
 DY0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0894_SP_SET: CONCRETE POST
 DY0894_STAMPING: 1J-29-68
 DY0894_MARK LOGO: CA-059
 DY0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0894+STABILITY: SURFACE MOTION
 DY0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0894+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2008
 DY0894
 DY0894  HISTORY     - Date     Condition        Report By
 DY0894  HISTORY     - 1968     MONUMENTED       CA-059
 DY0894  HISTORY     - 1973     GOOD             CA-059
 DY0894  HISTORY     - 1978     GOOD             NGS
 DY0894  HISTORY     - 19890412 GOOD             NGS
 DY0894  HISTORY     - 20010809 GOOD             JCLS
 DY0894  HISTORY     - 20040211 GOOD             GEOCAC
 DY0894  HISTORY     - 20080912 GOOD             GEOCAC
 DY0894
 DY0894                          STATION DESCRIPTION
 DY0894
 DY0894'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0894'2 MI SE FROM SUNSET BEACH.
 DY0894'2.0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DY0894'ALT.), FROM THE POST OFFICE AT SUNSET BEACH, 55 FEET NORTHEAST OF
 DY0894'THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHEAST OF AN OIL
 DY0894'COMPANY MANHOLE COVER, 7 FEET NORTHEAST OF TWO 8 INCH TWIN VENT
 DY0894'PIPES 3 FEET HIGH, 73 FEET NORTHWEST OF A 4 FOOT HIGH RAILWAY
 DY0894'TIE, SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST, ABOUT
 DY0894'0.60 OF A FOOT HIGHER THAN THE GROUND, ABOUT LEVEL WITH THE
 DY0894'HIGHWAY, WITNESSED BY THREE STEEL POSTS 2 FEET NORTHWEST, 2
 DY0894'FEET SOUTHEAST AND 2 FEET EAST.
 DY0894
 DY0894                          STATION RECOVERY (1973)
 DY0894
 DY0894'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0894'RECOVERED IN GOOD CONDITION.
 DY0894
 DY0894                          STATION RECOVERY (1978)
 DY0894
 DY0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0894'RECOVERED IN GOOD CONDITION.
 DY0894
 DY0894                          STATION RECOVERY (1989)
 DY0894
 DY0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0894'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DY0894'CHANGE--55 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, TO 11.3 M
 DY0894'(37.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DY0894'HIGHWAY.  ADD--0.2 KM (0.10 MI) NORTHWEST OF THE ENTRANCE TO THE
 DY0894'BOLSA CHICA BEACH STATE PARK.
 DY0894
 DY0894                          STATION RECOVERY (2001)
 DY0894
 DY0894'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 DY0894'RECOVERED IN GOOD CONDITION.
 DY0894
 DY0894                          STATION RECOVERY (2004)
 DY0894
 DY0894'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0894'RECOVERED IN GOOD CONDITION.
 DY0894
 DY0894                          STATION RECOVERY (2008)
 DY0894
 DY0894'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0894'RECOVERED IN GOOD CONDITION.  THE MARK IS NO LONGER ABOVE GROUND, BUT
 DY0894'RATHER ABOUT .5 FEET UNDER THE LEVEL OF THE SURROUNDING SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0889 ***********************************************************************
 DY0889  DESIGNATION -  1 J 30
 DY0889  PID         -  DY0889
 DY0889  STATE/COUNTY-  CA/ORANGE
 DY0889  USGS QUAD   -  SEAL BEACH (1981)
 DY0889
 DY0889                         *CURRENT SURVEY CONTROL
 DY0889  ___________________________________________________________________
 DY0889* NAD 83(1986)-  33 41 28.     (N)    118 02 33.     (W)     SCALED    
 DY0889* NAVD 88     -         3.812  (meters)      12.51   (feet)  ADJUSTED  
 DY0889  ___________________________________________________________________
 DY0889  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DY0889  DYNAMIC HT  -           3.808 (meters)      12.49  (feet)  COMP
 DY0889  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 DY0889
 DY0889  VERT ORDER  -  FIRST     CLASS I
 DY0889
 DY0889.The horizontal coordinates were scaled from a topographic map and have
 DY0889.an estimated accuracy of +/- 6 seconds.
 DY0889
 DY0889.The orthometric height was determined by differential leveling
 DY0889.and adjusted in June 1991.
 DY0889.WARNING-Repeat measurements at this control monument indicate possible
 DY0889.vertical movement.
 DY0889
 DY0889.The geoid height was determined by GEOID03.
 DY0889
 DY0889.The dynamic height is computed by dividing the NAVD 88
 DY0889.geopotential number by the normal gravity value computed on the
 DY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0889.degrees latitude (g = 980.6199 gals.).
 DY0889
 DY0889.The modeled gravity was interpolated from observed gravity values.
 DY0889
 DY0889;                    North         East    Units  Estimated Accuracy
 DY0889;SPC CA 6     -   670,500.    1,833,820.      MT  (+/- 180 meters Scaled)
 DY0889
 DY0889                          SUPERSEDED SURVEY CONTROL
 DY0889
 DY0889.No superseded survey control is available for this station.
 DY0889
 DY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT033283(NAD 83)
 DY0889_MARKER: DD = SURVEY DISK
 DY0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0889_SP_SET: CONCRETE POST
 DY0889_STAMPING: 1J-30-68
 DY0889_MARK LOGO: CA-059
 DY0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0889+STABILITY: SURFACE MOTION
 DY0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0889+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2008
 DY0889
 DY0889  HISTORY     - Date     Condition        Report By
 DY0889  HISTORY     - 1968     MONUMENTED       CA-059
 DY0889  HISTORY     - 1973     GOOD             CA-059
 DY0889  HISTORY     - 1978     GOOD             NGS
 DY0889  HISTORY     - 19890412 GOOD             NGS
 DY0889  HISTORY     - 20040211 GOOD             GEOCAC
 DY0889  HISTORY     - 20080912 GOOD             GEOCAC
 DY0889
 DY0889                          STATION DESCRIPTION
 DY0889
 DY0889'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0889'2.5 MI SE FROM SUNSET BEACH.
 DY0889'2.50 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DY0889'ALT.), FROM THE POST OFFICE AT SUNSET BEACH, 96 FEET NORTHEAST OF
 DY0889'THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF A SIGNAL OIL
 DY0889'AND GAS COMPANY MONUMENT NUMBER 163-6, A 2 INCH IRON PIPE (VERY
 DY0889'RUSTY) SET IN A CONCRETE BASE ABOUT 1.5 FEET ABOVE GROUND,
 DY0889'INCLOSED BY A 6 FOOT BY 6 FOOT PIPE FENCE 3 FEET HIGH, SET IN
 DY0889'THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST, ABOUT 0.60 OF A FOOT
 DY0889'HIGHER THAN THE GROUND, ABOUT LEVEL WITH THE HIGHWAY, WITNESSED
 DY0889'BY THREE STEEL POSTS, 2 FEET NORTHWEST, 2 FEET SOUTHWEST AND
 DY0889'2 FEET EAST.
 DY0889
 DY0889                          STATION RECOVERY (1973)
 DY0889
 DY0889'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0889'RECOVERED IN GOOD CONDITION.
 DY0889
 DY0889                          STATION RECOVERY (1978)
 DY0889
 DY0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0889'RECOVERED IN GOOD CONDITION.
 DY0889
 DY0889                          STATION RECOVERY (1989)
 DY0889
 DY0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0889'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DY0889'CHANGE--96 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, TO 22.8 M
 DY0889'(74.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DY0889'HIGHWAY.  ADD--0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
 DY0889
 DY0889                          STATION RECOVERY (2004)
 DY0889
 DY0889'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0889'RECOVERED IN GOOD CONDITION.
 DY0889
 DY0889                          STATION RECOVERY (2008)
 DY0889
 DY0889'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0889'RECOVERED IN GOOD CONDITION.  THE MARK IS NOW ABOUT .05 FOOT BELOW THE
 DY0889'LEVEL OF THE SURROUNDING SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0869 ***********************************************************************
 DY0869  DESIGNATION -  1 J 31
 DY0869  PID         -  DY0869
 DY0869  STATE/COUNTY-  CA/ORANGE
 DY0869  USGS QUAD   -  SEAL BEACH (1981)
 DY0869
 DY0869                         *CURRENT SURVEY CONTROL
 DY0869  ___________________________________________________________________
 DY0869* NAD 83(1986)-  33 40 28.     (N)    118 01 30.     (W)     SCALED    
 DY0869* NAVD 88     -        11.871  (meters)      38.95   (feet)  ADJUSTED  
 DY0869  ___________________________________________________________________
 DY0869  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DY0869  DYNAMIC HT  -          11.858 (meters)      38.90  (feet)  COMP
 DY0869  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 DY0869
 DY0869  VERT ORDER  -  FIRST     CLASS I
 DY0869
 DY0869.The horizontal coordinates were scaled from a topographic map and have
 DY0869.an estimated accuracy of +/- 6 seconds.
 DY0869
 DY0869.The orthometric height was determined by differential leveling
 DY0869.and adjusted in June 1991.
 DY0869.WARNING-Repeat measurements at this control monument indicate possible
 DY0869.vertical movement.
 DY0869
 DY0869.The geoid height was determined by GEOID03.
 DY0869
 DY0869.The dynamic height is computed by dividing the NAVD 88
 DY0869.geopotential number by the normal gravity value computed on the
 DY0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0869.degrees latitude (g = 980.6199 gals.).
 DY0869
 DY0869.The modeled gravity was interpolated from observed gravity values.
 DY0869
 DY0869;                    North         East    Units  Estimated Accuracy
 DY0869;SPC CA 6     -   668,620.    1,835,410.      MT  (+/- 180 meters Scaled)
 DY0869
 DY0869                          SUPERSEDED SURVEY CONTROL
 DY0869
 DY0869  NGVD 29 (??/??/92)   11.435  (m)           37.52   (f) ADJ UNCH    1 1
 DY0869
 DY0869.Superseded values are not recommended for survey control.
 DY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0869.See file dsdata.txt to determine how the superseded data were derived.
 DY0869
 DY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT049265(NAD 83)
 DY0869_MARKER: DD = SURVEY DISK
 DY0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0869_SP_SET: CATCH BASIN
 DY0869_STAMPING: 1J-31-68
 DY0869_MARK LOGO: CA-059
 DY0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0869+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 DY0869
 DY0869  HISTORY     - Date     Condition        Report By
 DY0869  HISTORY     - 1968     MONUMENTED       CA-059
 DY0869  HISTORY     - 1973     GOOD             CA-059
 DY0869  HISTORY     - 1978     GOOD             NGS
 DY0869  HISTORY     - 19890412 GOOD             NGS
 DY0869  HISTORY     - 20040323 GOOD             GEOCAC
 DY0869
 DY0869                          STATION DESCRIPTION
 DY0869
 DY0869'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0869'2.2 MI NW FROM HUNTINGTON BEACH.
 DY0869'2.2 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DY0869'ALT) FROM THE PIER AT HUNTINGTON BEACH, TO THE ENTRANCE ROAD INTO
 DY0869'THE SIGNAL OIL AND GAS COMPANY OFFICE, 45 FEET NORTHEAST OF THE
 DY0869'CENTER LINE OF THE HIGHWAY, ABOUT 235 FEET SOUTHEAST OF THE
 DY0869'CENTER LINE OF THE ROAD TO THE OFFICE AT A LARGE SIGN READING
 DY0869'SIGNAL OIL AND GAS COMPANY-HANCOCK PRODUCTS, DIRECTLY OPPOSITE
 DY0869'OIL PUMP NUMBER S-76 ON THE NORTHEAST SIDE OF THE HIGHWAY,
 DY0869'SET IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, ABOUT
 DY0869'0.80 OF A FOOT HIGHER THAN THE GUTTER.
 DY0869
 DY0869                          STATION RECOVERY (1973)
 DY0869
 DY0869'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0869'RECOVERED IN GOOD CONDITION.
 DY0869
 DY0869                          STATION RECOVERY (1978)
 DY0869
 DY0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0869'ADD--LOCATED NORTHEAST OF PARKING METERS B118-B119.
 DY0869
 DY0869                          STATION RECOVERY (1989)
 DY0869
 DY0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0869'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DY0869'HUNTINGTON BEACH, AT THE INTERSECTION OF PACIFIC COAST HIGHWAY (STATE
 DY0869'HIGHWAY 1) AND 17TH STREET, IN THE SOUTH CORNER OF A CONCRETE CATCH
 DY0869'BASIN, 78.8 M (258.5 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY
 DY0869'LEADING TO AN OIL FIELD, 6.5 M (21.3 FT) NORTHEAST OF THE CENTERLINE
 DY0869'OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A
 DY0869'CURB, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 DY0869
 DY0869                          STATION RECOVERY (2004)
 DY0869
 DY0869'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0869'ADD - 1.5' NORTHWEST OF CARSONITE REFLECTOR POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0847 ***********************************************************************
 DY0847  DESIGNATION -  1 J 32
 DY0847  PID         -  DY0847
 DY0847  STATE/COUNTY-  CA/ORANGE
 DY0847  USGS QUAD   -  SEAL BEACH (1981)
 DY0847
 DY0847                         *CURRENT SURVEY CONTROL
 DY0847  ___________________________________________________________________
 DY0847* NAD 83(1986)-  33 40 06.     (N)    118 01 01.     (W)     SCALED    
 DY0847* NAVD 88     -         9.278  (meters)      30.44   (feet)  ADJUSTED  
 DY0847  ___________________________________________________________________
 DY0847  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DY0847  DYNAMIC HT  -           9.268 (meters)      30.41  (feet)  COMP
 DY0847  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 DY0847
 DY0847  VERT ORDER  -  FIRST     CLASS I
 DY0847
 DY0847.The horizontal coordinates were scaled from a topographic map and have
 DY0847.an estimated accuracy of +/- 6 seconds.
 DY0847
 DY0847.The orthometric height was determined by differential leveling
 DY0847.and adjusted in June 1991.
 DY0847.WARNING-Repeat measurements at this control monument indicate possible
 DY0847.vertical movement.
 DY0847
 DY0847.The geoid height was determined by GEOID03.
 DY0847
 DY0847.The dynamic height is computed by dividing the NAVD 88
 DY0847.geopotential number by the normal gravity value computed on the
 DY0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0847.degrees latitude (g = 980.6199 gals.).
 DY0847
 DY0847.The modeled gravity was interpolated from observed gravity values.
 DY0847
 DY0847;                    North         East    Units  Estimated Accuracy
 DY0847;SPC CA 6     -   667,930.    1,836,140.      MT  (+/- 180 meters Scaled)
 DY0847
 DY0847                          SUPERSEDED SURVEY CONTROL
 DY0847
 DY0847.No superseded survey control is available for this station.
 DY0847
 DY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT057258(NAD 83)
 DY0847_MARKER: DD = SURVEY DISK
 DY0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0847_SP_SET: CATCH BASIN
 DY0847_STAMPING: 1J-32-68
 DY0847_MARK LOGO: CA-059
 DY0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0847+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0847
 DY0847  HISTORY     - Date     Condition        Report By
 DY0847  HISTORY     - 1968     MONUMENTED       CA-059
 DY0847  HISTORY     - 1973     GOOD             CA-059
 DY0847  HISTORY     - 1978     GOOD             NGS
 DY0847  HISTORY     - 19890412 GOOD             NGS
 DY0847  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0847  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 DY0847
 DY0847                          STATION DESCRIPTION
 DY0847
 DY0847'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0847'1.2 MI NW FROM HUNTINGTON BEACH.
 DY0847'1.2 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DY0847'ALT.) FROM THE PIER AT HUNTINGTON BEACH TO ITS INTERSECTION WITH
 DY0847'23RD STREET, 45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DY0847'78 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 23.5 FEET
 DY0847'NORTHWEST OF A TELEPHONE GUY POLE NUMBER GT-786C, 7.8 FEET
 DY0847'WEST OF A DEAD MAN GUY WIRE WHERE IT ENTERS THE GROUND, SET
 DY0847'IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN
 DY0847'0.80 OF A FOOT HIGHER THAN THE GUTTER.
 DY0847
 DY0847                          STATION RECOVERY (1973)
 DY0847
 DY0847'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0847'RECOVERED IN GOOD CONDITION.
 DY0847
 DY0847                          STATION RECOVERY (1978)
 DY0847
 DY0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0847'RECOVERED IN GOOD CONDITION.
 DY0847
 DY0847                          STATION RECOVERY (1989)
 DY0847
 DY0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0847'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DY0847'HUNTINGTON BEACH, AT THE INTERSECTION OF PACIFIC COAST HIGHWAY (STATE
 DY0847'HIGHWAY 1) AND GOLDEN WEST STREET, IN THE NORTHEAST CORNER OF A
 DY0847'CONCRETE CATCH BASIN, 19.9 M (65.3 FT) NORTHWEST OF THE CENTERLINE OF
 DY0847'THE SOUTHBOUND LANES OF THE STREET, 6.6 M (21.7 FT) NORTHEAST OF THE
 DY0847'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.9 M (6.2 FT)
 DY0847'SOUTH OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 DY0847'0.25 M (0.8 FT) NORTHEAST OF A CURB.
 DY0847
 DY0847                          STATION RECOVERY (2006)
 DY0847
 DY0847'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0847'MARK NOT FOUND.
 DY0847
 DY0847                          STATION RECOVERY (2006)
 DY0847
 DY0847'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY0847'MARK HAS BEEN REPLACED BY ORANGE COUNTY SURVEY WITH 1J77-04 ON THE NE
 DY0847'CORNER OF A CONCRETE CATCH BASIN, ABOUT 4 FT OFF THE CURB ALONG GOLDEN
 DY0847'WEST ST., AT THE INTERSECTION WITH PACIFIC COAST HWY. THE CATCH BASIN
 DY0847'IS NE OF THE NORTHBOUND LANE OF THE STREET. COORDINATES ARE LAT N 33D
 DY0847'40M 06.2S, LO W 118D 01M 01.4S
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0837 ***********************************************************************
 DY0837  DESIGNATION -  1 J 33
 DY0837  PID         -  DY0837
 DY0837  STATE/COUNTY-  CA/ORANGE
 DY0837  USGS QUAD   -  SEAL BEACH (1981)
 DY0837
 DY0837                         *CURRENT SURVEY CONTROL
 DY0837  ___________________________________________________________________
 DY0837* NAD 83(1986)-  33 39 53.     (N)    118 00 43.     (W)     SCALED    
 DY0837* NAVD 88     -         8.922  (meters)      29.27   (feet)  ADJUSTED  
 DY0837  ___________________________________________________________________
 DY0837  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DY0837  DYNAMIC HT  -           8.913 (meters)      29.24  (feet)  COMP
 DY0837  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 DY0837
 DY0837  VERT ORDER  -  FIRST     CLASS I
 DY0837
 DY0837.The horizontal coordinates were scaled from a topographic map and have
 DY0837.an estimated accuracy of +/- 6 seconds.
 DY0837
 DY0837.The orthometric height was determined by differential leveling
 DY0837.and adjusted in June 1991.
 DY0837.WARNING-Repeat measurements at this control monument indicate possible
 DY0837.vertical movement.
 DY0837
 DY0837.The geoid height was determined by GEOID03.
 DY0837
 DY0837.The dynamic height is computed by dividing the NAVD 88
 DY0837.geopotential number by the normal gravity value computed on the
 DY0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0837.degrees latitude (g = 980.6199 gals.).
 DY0837
 DY0837.The modeled gravity was interpolated from observed gravity values.
 DY0837
 DY0837;                    North         East    Units  Estimated Accuracy
 DY0837;SPC CA 6     -   667,520.    1,836,600.      MT  (+/- 180 meters Scaled)
 DY0837
 DY0837                          SUPERSEDED SURVEY CONTROL
 DY0837
 DY0837.No superseded survey control is available for this station.
 DY0837
 DY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT061254(NAD 83)
 DY0837_MARKER: DD = SURVEY DISK
 DY0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0837_SP_SET: CATCH BASIN
 DY0837_STAMPING: 1J-33-68
 DY0837_MARK LOGO: CA-059
 DY0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0837+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0837
 DY0837  HISTORY     - Date     Condition        Report By
 DY0837  HISTORY     - 1968     MONUMENTED       CA-059
 DY0837  HISTORY     - 1973     GOOD             CA-059
 DY0837  HISTORY     - 1978     GOOD             NGS
 DY0837  HISTORY     - 19890412 GOOD             NGS
 DY0837  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0837  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 DY0837
 DY0837                          STATION DESCRIPTION
 DY0837
 DY0837'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0837'0.8 MI NW FROM HUNTINGTON BEACH.
 DY0837'0.8 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DY0837'FROM THE PIER AT HUNTINGTON BEACH TO ITS INTERSECTION WITH 17TH
 DY0837'STREET, 90 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DY0837'30 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 0.50 FEET
 DY0837'OF A FOOT WEST OF A STOP SIGN POST, SET IN THE NORTHEAST CORNER
 DY0837'OF A CONCRETE CATCH BASIN, 0.80 OF A FOOT HIGHER THAN THE
 DY0837'GUTTER.  DIVISION OF STATE LAND, STATE OF CALIFORNIA OFFICE IS
 DY0837'AT THE NORTHEAST CORNER OF THE INTERSECTION.
 DY0837
 DY0837                          STATION RECOVERY (1973)
 DY0837
 DY0837'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0837'RECOVERED IN GOOD CONDITION.
 DY0837
 DY0837                          STATION RECOVERY (1978)
 DY0837
 DY0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0837'RECOVERED IN GOOD CONDITION.
 DY0837
 DY0837                          STATION RECOVERY (1989)
 DY0837
 DY0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0837'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DY0837'HUNTINGTON BEACH, AT THE INTERSECTION OF PACIFIC COAST HIGHWAY (STATE
 DY0837'HIGHWAY 1) AND 17TH STREET, IN THE NORTHEAST CORNER OF A CONCRETE
 DY0837'CATCH BASIN, 20.2 M (66.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 DY0837'NORTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) SOUTHEAST OF THE
 DY0837'SOUTH CORNER OF THE DIVISION OF STATE LAND OFFICE AT 1700 PICIFIC
 DY0837'COAST HIGHWAY, 9.6 M (31.5 FT) NORTHEWEST OF THE CENTER OF THE
 DY0837'STREET, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.25 M (0.8
 DY0837'FT) NORTHWEST OF A CURB.
 DY0837
 DY0837                          STATION RECOVERY (2006)
 DY0837
 DY0837'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0837'MARK NOT FOUND.
 DY0837
 DY0837                          STATION RECOVERY (2006)
 DY0837
 DY0837'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY0837'THE MARK HAS BEEN REPLACED BY 2 ORANGE COUNTY SURVEY MARKS 1J74, ON
 DY0837'THE SE CORNER AND 1J76, ON THE NW CORNER OF A CONCRETE CATCH BASIN AT
 DY0837'THE INTERSECTION OF PACIFIC COAST HWY IN HUNTINGTON BEACH AND 17TH ST.
 DY0837'THE CATCH BASIN IS AT THE SE CURB ALONG 17TH ST. 1J74 IS 0.8 FT FROM
 DY0837'THE CURB AT LAT N 33D 39M 54.0S, LO W 118D 00M 44.7S. 1J76 IS 3.5 FT
 DY0837'FROM THE CURB AT LAT N 33D 39M 54.0S, LO W 118D 00M 44.6S.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2061 ***********************************************************************
 DX2061  DESIGNATION -  1 J 34
 DX2061  PID         -  DX2061
 DX2061  STATE/COUNTY-  CA/ORANGE
 DX2061  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2061
 DX2061                         *CURRENT SURVEY CONTROL
 DX2061  ___________________________________________________________________
 DX2061* NAD 83(1986)-  33 39 12.     (N)    117 59 41.     (W)     SCALED    
 DX2061* NAVD 88     -         2.56   (+/-2cm)       8.4    (feet)  VERTCON   
 DX2061  ___________________________________________________________________
 DX2061  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DX2061  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2061
 DX2061.The horizontal coordinates were scaled from a topographic map and have
 DX2061.an estimated accuracy of +/- 6 seconds.
 DX2061
 DX2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2061.The vertical order pertains to the NGVD 29 superseded value.
 DX2061
 DX2061.The geoid height was determined by GEOID03.
 DX2061
 DX2061;                    North         East    Units  Estimated Accuracy
 DX2061;SPC CA 6     -   666,230.    1,838,180.      MT  (+/- 180 meters Scaled)
 DX2061
 DX2061                          SUPERSEDED SURVEY CONTROL
 DX2061
 DX2061  NGVD 29 (??/??/??)    1.863  (m)            6.11   (f) ADJUSTED    1 1
 DX2061
 DX2061.Superseded values are not recommended for survey control.
 DX2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2061.See file dsdata.txt to determine how the superseded data were derived.
 DX2061
 DX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT077241(NAD 83)
 DX2061_MARKER: DD = SURVEY DISK
 DX2061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2061_SP_SET: CATCH BASIN
 DX2061_STAMPING: IJ-34-68
 DX2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2061+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DX2061
 DX2061  HISTORY     - Date     Condition        Report By
 DX2061  HISTORY     - 1968     MONUMENTED       CA-059
 DX2061  HISTORY     - 1973     GOOD             CA-059
 DX2061  HISTORY     - 19991002 GOOD             USPSQD
 DX2061  HISTORY     - 20060218 GOOD             USPSQD
 DX2061
 DX2061                          STATION DESCRIPTION
 DX2061
 DX2061'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2061'AT HUNTINGTON BEACH.
 DX2061'0.45 MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX2061'FROM THE PIER AT HUNTINGTON BEACH TO ITS INTERSECTION WITH
 DX2061'HUNTINGTON STREET, ABOUT 400 FEET NORTHEAST ALONG THE STREET
 DX2061'FROM THE CENTER LINE OF THE HIGHWAY, ABOUT AT THE B.C. OF A
 DX2061'CURVE IN THE CENTER LINE OF THE STREET, 23 FEET NORTHWEST OF
 DX2061'THE CENTER LINE OF THE STREET, 37 FEET NORTH OF THE SOUTH ENTRANCE
 DX2061'OF THE PACIFIC TRAILER, 4.2 FEET NORTHWEST OF THE FACE OF THE
 DX2061'CURB, SET IN THE SOUTHWEST CORNER OF A 3.5 FOOT BY 7 FOOT
 DX2061'CONCRETE CATCH BASIN, 0.80 OF A FOOT HIGHER THAN THE GUTTER AND
 DX2061'ABOUT 2 FEET ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS IN
 DX2061'A SUBSIDENCE AREA.  PLEASE CONTACT THE CA-059        SURVEYORS
 DX2061'OFFICE FOR PERIODIC LEVELING.
 DX2061
 DX2061                          STATION RECOVERY (1973)
 DX2061
 DX2061'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2061'RECOVERED IN GOOD CONDITION.
 DX2061
 DX2061                          STATION RECOVERY (1999)
 DX2061
 DX2061'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX2061'RECOVERED IN GOOD CONDITION.
 DX2061
 DX2061                          STATION RECOVERY (2006)
 DX2061
 DX2061'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DX2061'THIS IS AN ORANGE COUNTY SURVEY MARKER
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2060 ***********************************************************************
 DX2060  DESIGNATION -  1 J 35
 DX2060  PID         -  DX2060
 DX2060  STATE/COUNTY-  CA/ORANGE
 DX2060  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2060
 DX2060                         *CURRENT SURVEY CONTROL
 DX2060  ___________________________________________________________________
 DX2060* NAD 83(1986)-  33 38 58.     (N)    117 59 17.     (W)     SCALED    
 DX2060* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 DX2060  ___________________________________________________________________
 DX2060  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DX2060  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2060
 DX2060.The horizontal coordinates were scaled from a topographic map and have
 DX2060.an estimated accuracy of +/- 6 seconds.
 DX2060
 DX2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2060.The vertical order pertains to the NGVD 29 superseded value.
 DX2060
 DX2060.The geoid height was determined by GEOID03.
 DX2060
 DX2060;                    North         East    Units  Estimated Accuracy
 DX2060;SPC CA 6     -   665,790.    1,838,790.      MT  (+/- 180 meters Scaled)
 DX2060
 DX2060                          SUPERSEDED SURVEY CONTROL
 DX2060
 DX2060  NGVD 29 (??/??/??)    1.506  (m)            4.94   (f) ADJUSTED    1 1
 DX2060
 DX2060.Superseded values are not recommended for survey control.
 DX2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2060.See file dsdata.txt to determine how the superseded data were derived.
 DX2060
 DX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT083237(NAD 83)
 DX2060_MARKER: DD = SURVEY DISK
 DX2060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2060_SP_SET: HEADWALL
 DX2060_STAMPING: 1J-35-68
 DX2060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2060+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DX2060
 DX2060  HISTORY     - Date     Condition        Report By
 DX2060  HISTORY     - 1968     MONUMENTED       CA-059
 DX2060  HISTORY     - 1973     GOOD             CA-059
 DX2060  HISTORY     - 19950501 GOOD             USPSQD
 DX2060  HISTORY     - 20060218 GOOD             USPSQD
 DX2060
 DX2060                          STATION DESCRIPTION
 DX2060
 DX2060'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2060'AT HUNTINGTON BEACH.
 DX2060'1.0 MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX2060'FROM THE PIER AT HUNTINGTON BEACH TO ITS INTERSECTION WITH BEACH
 DX2060'BOULEVARD (STATE HIGHWAY 39), ABOUT 0.1 MILE NORTH ALONG THE
 DX2060'BOULEVARD FROM THE HIGHWAY TO THE FIRST CONCRETE HEADWALL ON THE
 DX2060'EAST SIDE OF THE BOULEVARD, 50 FEET EAST OF THE CENTER LINE OF THE
 DX2060'BOULEVARD, 15 FEET NORTHWEST OF POWER POLE NUMBER 931151E, SET
 DX2060'IN THE TOP OF A CONCRETE HEADWALL, 1.6 FEET NORTH OF THE SOUTH
 DX2060'END OF THE HEADWALL, ABOUT 1 FOOT HIGHER THAN THE BOULEVARD.
 DX2060'NOTE-- THIS BENCH MARK IS IN A SUBSIDENCE AREA.  PLEASE CONTACT
 DX2060'THE CA-059        SURVEYORS OFFICE FOR PERIODIC LEVELING.
 DX2060
 DX2060                          STATION RECOVERY (1973)
 DX2060
 DX2060'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2060'RECOVERED IN GOOD CONDITION.
 DX2060
 DX2060                          STATION RECOVERY (1995)
 DX2060
 DX2060'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX2060'RECOVERED IN GOOD CONDITION.
 DX2060
 DX2060                          STATION RECOVERY (2006)
 DX2060
 DX2060'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DX2060'THIS IS AN ORANGE COUNTY SURVEY MARKER
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2058 ***********************************************************************
 DX2058  DESIGNATION -  1 J 36
 DX2058  PID         -  DX2058
 DX2058  STATE/COUNTY-  CA/ORANGE
 DX2058  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2058
 DX2058                         *CURRENT SURVEY CONTROL
 DX2058  ___________________________________________________________________
 DX2058* NAD 83(1986)-  33 38 39.     (N)    117 58 51.     (W)     SCALED    
 DX2058* NAVD 88     -         2.529  (meters)       8.30   (feet)  READJUSTED
 DX2058  ___________________________________________________________________
 DX2058  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DX2058  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 DX2058  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 DX2058
 DX2058  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2058
 DX2058.The horizontal coordinates were scaled from a topographic map and have
 DX2058.an estimated accuracy of +/- 6 seconds.
 DX2058
 DX2058.The orthometric height was determined by differential leveling
 DX2058.and adjusted in February 1993.
 DX2058.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2058.distribution rate of 1.1 thru 2.0 mm/km.
 DX2058.The height was derived from older observations constrained to new
 DX2058.heights in a crustal motion area.  The height is approximate in
 DX2058.relation to other heights in its vicinity.
 DX2058
 DX2058.The geoid height was determined by GEOID03.
 DX2058
 DX2058.The dynamic height is computed by dividing the NAVD 88
 DX2058.geopotential number by the normal gravity value computed on the
 DX2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2058.degrees latitude (g = 980.6199 gals.).
 DX2058
 DX2058.The modeled gravity was interpolated from observed gravity values.
 DX2058
 DX2058;                    North         East    Units  Estimated Accuracy
 DX2058;SPC CA 6     -   665,190.    1,839,450.      MT  (+/- 180 meters Scaled)
 DX2058
 DX2058                          SUPERSEDED SURVEY CONTROL
 DX2058
 DX2058  NGVD 29 (??/??/92)    1.820  (m)            5.97   (f) ADJ UNCH    1 1
 DX2058
 DX2058.Superseded values are not recommended for survey control.
 DX2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2058.See file dsdata.txt to determine how the superseded data were derived.
 DX2058
 DX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT090231(NAD 83)
 DX2058_MARKER: DD = SURVEY DISK
 DX2058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2058_SP_SET: CATCH BASIN
 DX2058_STAMPING: 1J-36-68
 DX2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2058
 DX2058  HISTORY     - Date     Condition        Report By
 DX2058  HISTORY     - 1968     MONUMENTED       CA-059
 DX2058  HISTORY     - 1973     GOOD             CA-059
 DX2058  HISTORY     - 1978     GOOD             NGS
 DX2058  HISTORY     - 19890411 MARK NOT FOUND   NGS
 DX2058
 DX2058                          STATION DESCRIPTION
 DX2058
 DX2058'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2058'1.7 MI SE FROM HUNTINGTON BEACH.
 DX2058'1.7 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX2058'FROM THE PIER AT HUNTINGTON BEACH TO ITS INTERSECTION WITH NEWLAND
 DX2058'STREET, ABOUT 85 FEET NORTH FROM THE NORTH EDGE OF THE HIGHWAY,
 DX2058'30 FEET EAST OF THE CENTER LINE OF THE STREET, 39 FEET SOUTH OF A
 DX2058'6 FOOT HIGH CHAIN LINK FENCE AROUND THE EDISON STEAM PLANT, SET
 DX2058'IN THE NORTHEAST CORNER OF A 8.5 FOOT BY 8.5 FOOT CONCRETE CATCH
 DX2058'BASIN, ABOUT 0.50 OF A FOOT LOWER THAN THE STREET, AND 2 FEET HIGHER
 DX2058'THAN THE GROUND.  NOTE-- THIS BENCH MARK IS IN A SUBSIDENCE AREA.
 DX2058'PLEASE CONTACT THE CA-059        SURVEYORS OFFICE FOR PERIODIC
 DX2058'LEVELING.
 DX2058
 DX2058                          STATION RECOVERY (1973)
 DX2058
 DX2058'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2058'RECOVERED IN GOOD CONDITION.
 DX2058
 DX2058                          STATION RECOVERY (1978)
 DX2058
 DX2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2058'RECOVERED IN GOOD CONDITION.
 DX2058
 DX2058                          STATION RECOVERY (1989)
 DX2058
 DX2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2058'THE STEM OF THE DISK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2057 ***********************************************************************
 DX2057  DESIGNATION -  1 J 37
 DX2057  PID         -  DX2057
 DX2057  STATE/COUNTY-  CA/ORANGE
 DX2057  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2057
 DX2057                         *CURRENT SURVEY CONTROL
 DX2057  ___________________________________________________________________
 DX2057* NAD 83(1986)-  33 38 18.     (N)    117 58 11.     (W)     SCALED    
 DX2057* NAVD 88     -         2.872  (meters)       9.42   (feet)  ADJUSTED  
 DX2057  ___________________________________________________________________
 DX2057  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DX2057  DYNAMIC HT  -           2.869 (meters)       9.41  (feet)  COMP
 DX2057  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 DX2057  OBS GRAVITY -     979,597.2   (mgal)                       GRAV_OBS
 DX2057
 DX2057  VERT ORDER  -  FIRST     CLASS I
 DX2057
 DX2057.The horizontal coordinates were scaled from a topographic map and have
 DX2057.an estimated accuracy of +/- 6 seconds.
 DX2057
 DX2057.The orthometric height was determined by differential leveling
 DX2057.and adjusted in June 1991.
 DX2057
 DX2057.The geoid height was determined by GEOID03.
 DX2057
 DX2057.The dynamic height is computed by dividing the NAVD 88
 DX2057.geopotential number by the normal gravity value computed on the
 DX2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2057.degrees latitude (g = 980.6199 gals.).
 DX2057
 DX2057.The modeled gravity was interpolated from observed gravity values.
 DX2057.The observed gravity was obtained from relative gravimeter ties
 DX2057.to the IGSN71 gravity network.
 DX2057
 DX2057;                    North         East    Units  Estimated Accuracy
 DX2057;SPC CA 6     -   664,530.    1,840,470.      MT  (+/- 180 meters Scaled)
 DX2057
 DX2057                          SUPERSEDED SURVEY CONTROL
 DX2057
 DX2057  NGVD 29 (??/??/92)    2.162  (m)            7.09   (f) ADJ UNCH    1 1
 DX2057
 DX2057.Superseded values are not recommended for survey control.
 DX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2057.See file dsdata.txt to determine how the superseded data were derived.
 DX2057
 DX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT100224(NAD 83)
 DX2057_MARKER: DD = SURVEY DISK
 DX2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2057_SP_SET: CONCRETE POST
 DX2057_STAMPING: 1 J-37-68
 DX2057_MARK LOGO: CA-059
 DX2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2057+STABILITY: SURFACE MOTION
 DX2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2057+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DX2057
 DX2057  HISTORY     - Date     Condition        Report By
 DX2057  HISTORY     - 1968     MONUMENTED       CA-059
 DX2057  HISTORY     - 1973     GOOD             CA-059
 DX2057  HISTORY     - 1978     GOOD             NGS
 DX2057  HISTORY     - 19890412 GOOD             NGS
 DX2057  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 DX2057
 DX2057                          STATION DESCRIPTION
 DX2057
 DX2057'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2057'2.2 MI SE FROM HUNTINGTON BEACH.
 DX2057'2.25 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.)
 DX2057'FROM THE PIER AT HUNTINGTON BEACH, 0.5 MILE NORTHWEST FROM THE
 DX2057'INTERSECTION OF BROOKHURST STREET, ABOUT 0.15 MILE SOUTHEAST ALONG
 DX2057'THE HIGHWAY FROM A 2 STORY LIFE GUARD TOWER, 78 FEET NORTHEAST OF
 DX2057'THE CENTER LINE OF THE HIGHWAY ABOUT 17 FEET NORTHWEST OF THE CENTER
 DX2057'LINE OF A DIRT LANE LEADING ONTO THE SALT FLATS TIDELAND, 76.5
 DX2057'FEET NORTHWEST OF A TRANSFORMER POWER POLE (NO NUMBER), 70 FEET
 DX2057'SOUTHEAST OF A POWER POLE (NO NUMBER), 6.5 FEET NORTHEAST OF THE
 DX2057'LINE OF POWER POLES SOUTHEAST, SET IN THE TOP OF A 6 INCH BY 6
 DX2057'INCH CONCRETE POST, WITNESSED BY STEEL POSTS, 2 FEET NOTHWEST, 2
 DX2057'FEET SOUTHEAST, 2 FEET EAST, IN SMALL SAND DUNES, ABOUT 1 FOOT
 DX2057'HIGHER THAN THE GROUND, ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS
 DX2057'BENCH MARK IS IN A SUBSIDENCE AREA.  PLEASE CONTACT THE ORANGE
 DX2057'COUNTY SURVEYORS OFFICE FOR PERIODIC LEVELING.
 DX2057
 DX2057                          STATION RECOVERY (1973)
 DX2057
 DX2057'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2057'RECOVERED IN GOOD CONDITION.
 DX2057
 DX2057                          STATION RECOVERY (1978)
 DX2057
 DX2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2057'RECOVERED IN GOOD CONDITION.
 DX2057
 DX2057                          STATION RECOVERY (1989)
 DX2057
 DX2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2057'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.0 KM (1.25
 DX2057'MI) SOUTHEASTERLY ALONG PACIFIC COAST HIGHWAY (STATE HIGHWAY 1) FROM
 DX2057'THE JUNCTION OF BEACH BOULEVARD IN HUNTINGTON BEACH, 0.3 KM (0.20 MI)
 DX2057'SOUTHEAST OF THE INTERSECTION OF MAGNOLIA STREET, 23.9 M (78.4 FT)
 DX2057'NORTHWEST OF UTILIY POLE NUMBER 912204E WITH 1 GUY WIRE, 22.7 M (74.5
 DX2057'FT) SOUTHEAST OF UTILITY POLE NUMBER 82249E, 19.7 M (64.6 FT)
 DX2057'NORTHEAST OF THE NORTHBOUND LANES OF THE HIGHWAY, NEAR THE CENTER OF
 DX2057'3 METAL POSTS, LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT
 DX2057'THAT IS 0.11 M (0.4 FT) ABOVE THE GROUND SURFACE.
 DX2057
 DX2057                          STATION RECOVERY (1999)
 DX2057
 DX2057'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3347 ***********************************************************************
 DX3347  DESIGNATION -  1 J 38
 DX3347  PID         -  DX3347
 DX3347  STATE/COUNTY-  CA/ORANGE
 DX3347  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3347
 DX3347                         *CURRENT SURVEY CONTROL
 DX3347  ___________________________________________________________________
 DX3347* NAD 83(1986)-  33 38 11.     (N)    117 57 52.     (W)     SCALED    
 DX3347* NAVD 88     -         3.28   (+/-2cm)      10.8    (feet)  VERTCON   
 DX3347  ___________________________________________________________________
 DX3347  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DX3347  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3347
 DX3347.The horizontal coordinates were scaled from a topographic map and have
 DX3347.an estimated accuracy of +/- 6 seconds.
 DX3347
 DX3347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3347.The vertical order pertains to the NGVD 29 superseded value.
 DX3347
 DX3347.The geoid height was determined by GEOID03.
 DX3347
 DX3347;                    North         East    Units  Estimated Accuracy
 DX3347;SPC CA 6     -   664,310.    1,840,950.      MT  (+/- 180 meters Scaled)
 DX3347
 DX3347                          SUPERSEDED SURVEY CONTROL
 DX3347
 DX3347  NGVD 29 (??/??/??)    2.594  (m)            8.51   (f) ADJUSTED    1 1
 DX3347
 DX3347.Superseded values are not recommended for survey control.
 DX3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3347.See file dsdata.txt to determine how the superseded data were derived.
 DX3347
 DX3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT105222(NAD 83)
 DX3347_MARKER: DD = SURVEY DISK
 DX3347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX3347_SP_SET: BRIDGE
 DX3347_STAMPING: 1J-38-68
 DX3347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3347
 DX3347  HISTORY     - Date     Condition        Report By
 DX3347  HISTORY     - 1968     MONUMENTED       CA-059
 DX3347  HISTORY     - 1969     GOOD             NGS
 DX3347  HISTORY     - 1973     GOOD             CA-059
 DX3347  HISTORY     - 19950501 GOOD             USPSQD
 DX3347  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 DX3347
 DX3347                          STATION DESCRIPTION
 DX3347
 DX3347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX3347'2.4 MI NW FROM NEWPORT BEACH.
 DX3347'2.35 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX3347'ALT.) FROM THE NEWPORT AVENUE CONCRETE BRIDGE OVERCROSSING OF
 DX3347'THE HIGHWAY TO ITS INTERSECTION WITH BROOKHURST STREET, ABOUT 0.10
 DX3347'OF A MILE NORTHEAST ALONG THE STREET TO A CONCRETE BRIDGE OVERCROSSING
 DX3347'OF A FLOOD CONTROL CHANNEL, 26.5 FEET NORTHWEST OF THE CENTER LINE
 DX3347'OF THE STREET, AT THE SOUTHWEST CORNER OF THE BRIDGE, 0.60 OF A
 DX3347'FOOT NORTH OF A 5 FOOT HIGH CHAIN LINK FENCE, SET IN THE TOP OF AND
 DX3347'1 FOOT NORTHWEST OF THE SOUTHEAST END OF A CONCRETE WINGWALL OF
 DX3347'THE BRIDGE, ABOUT LEVEL WITH THE STREET.  NOTE-- THIS BENCH MARK IS
 DX3347'IN A SUBSIDENCE AREA.  PLEASE CONTACT THE CA-059        SURVEYORS
 DX3347'OFFICE FOR PERIODIC LEVELING.
 DX3347
 DX3347                          STATION RECOVERY (1973)
 DX3347
 DX3347'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX3347'RECOVERED IN GOOD CONDITION.
 DX3347
 DX3347                          STATION RECOVERY (1995)
 DX3347
 DX3347'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX3347'RECOVERED IN GOOD CONDITION.
 DX3347
 DX3347                          STATION RECOVERY (1999)
 DX3347
 DX3347'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX3347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2051 ***********************************************************************
 DX2051  DESIGNATION -  1 J 39
 DX2051  PID         -  DX2051
 DX2051  STATE/COUNTY-  CA/ORANGE
 DX2051  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2051
 DX2051                         *CURRENT SURVEY CONTROL
 DX2051  ___________________________________________________________________
 DX2051* NAD 83(1986)-  33 37 41.     (N)    117 57 09.     (W)     SCALED    
 DX2051* NAVD 88     -         2.901  (meters)       9.52   (feet)  READJUSTED
 DX2051  ___________________________________________________________________
 DX2051  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DX2051  DYNAMIC HT  -           2.900 (meters)       9.51  (feet)  COMP
 DX2051  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DX2051
 DX2051  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2051
 DX2051.The horizontal coordinates were scaled from a topographic map and have
 DX2051.an estimated accuracy of +/- 6 seconds.
 DX2051
 DX2051.The orthometric height was determined by differential leveling
 DX2051.and adjusted in February 1993.
 DX2051.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2051.distribution rate of 1.1 thru 2.0 mm/km.
 DX2051.The height was derived from older observations constrained to new
 DX2051.heights in a crustal motion area.  The height is approximate in
 DX2051.relation to other heights in its vicinity.
 DX2051
 DX2051.The geoid height was determined by GEOID03.
 DX2051
 DX2051.The dynamic height is computed by dividing the NAVD 88
 DX2051.geopotential number by the normal gravity value computed on the
 DX2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2051.degrees latitude (g = 980.6199 gals.).
 DX2051
 DX2051.The modeled gravity was interpolated from observed gravity values.
 DX2051
 DX2051;                    North         East    Units  Estimated Accuracy
 DX2051;SPC CA 6     -   663,360.    1,842,050.      MT  (+/- 180 meters Scaled)
 DX2051
 DX2051                          SUPERSEDED SURVEY CONTROL
 DX2051
 DX2051  NGVD 29 (??/??/92)    2.188  (m)            7.18   (f) ADJ UNCH    1 1
 DX2051
 DX2051.Superseded values are not recommended for survey control.
 DX2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2051.See file dsdata.txt to determine how the superseded data were derived.
 DX2051
 DX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT116213(NAD 83)
 DX2051_MARKER: DD = SURVEY DISK
 DX2051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2051_SP_SET: CONCRETE SLAB
 DX2051_STAMPING: 1J-39-68
 DX2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2051
 DX2051  HISTORY     - Date     Condition        Report By
 DX2051  HISTORY     - 1968     MONUMENTED       CA-059
 DX2051  HISTORY     - 1973     GOOD             CA-059
 DX2051  HISTORY     - 1978     GOOD             NGS
 DX2051  HISTORY     - 19890411 MARK NOT FOUND   NGS
 DX2051  HISTORY     - 20071221 MARK NOT FOUND   GEOCAC
 DX2051
 DX2051                          STATION DESCRIPTION
 DX2051
 DX2051'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2051'1.5 MI NW FROM NEWPORT BEACH.
 DX2051'1.5 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX2051'FROM THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE (OVER THE
 DX2051'HIGHWAY) TO ITS INTERSECTION WITH ORANGE STREET, 55 FEET NORTHEAST
 DX2051'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHEAST OF THE CENTER
 DX2051'LINE OF THE STREET, 26 FEET NORTHWEST OF A TRAFFIC LIGHT POLE, 8.8
 DX2051'FEET SOUTHWEST OF A TRAFFIC LIGHT POLE, NO WITNESS, SET IN THE
 DX2051'NORTHWEST CORNER OF A 3.7 FOOT BY 6.4 FOOT CONCRETE SLAB AROUND A
 DX2051'MANHOLE, 0.6 OF A FOOT HIGHER THAN THE GUTTER, LEVEL WITH THE
 DX2051'GROUND.
 DX2051
 DX2051                          STATION RECOVERY (1973)
 DX2051
 DX2051'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2051'RECOVERED IN GOOD CONDITION.
 DX2051
 DX2051                          STATION RECOVERY (1978)
 DX2051
 DX2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2051'RECOVERED IN GOOD CONDITION.
 DX2051
 DX2051                          STATION RECOVERY (1989)
 DX2051
 DX2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DX2051'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
 DX2051
 DX2051                          STATION RECOVERY (2007)
 DX2051
 DX2051'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX2051'MAJOR ROAD WIDENING HAS BEEN DONE SINCE 1978. MARK LIKELY DESTROYED OR
 DX2051'BURIED UNDER TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0843 ***********************************************************************
 DY0843  DESIGNATION -  1 J 40
 DY0843  PID         -  DY0843
 DY0843  STATE/COUNTY-  CA/ORANGE
 DY0843  USGS QUAD   -  SEAL BEACH (1981)
 DY0843
 DY0843                         *CURRENT SURVEY CONTROL
 DY0843  ___________________________________________________________________
 DY0843* NAD 83(1986)-  33 40 00.     (N)    118 00 54.     (W)     SCALED    
 DY0843* NAVD 88     -         8.378  (meters)      27.49   (feet)  ADJUSTED  
 DY0843  ___________________________________________________________________
 DY0843  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DY0843  DYNAMIC HT  -           8.369 (meters)      27.46  (feet)  COMP
 DY0843  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 DY0843
 DY0843  VERT ORDER  -  FIRST     CLASS I
 DY0843
 DY0843.The horizontal coordinates were scaled from a topographic map and have
 DY0843.an estimated accuracy of +/- 6 seconds.
 DY0843
 DY0843.The orthometric height was determined by differential leveling
 DY0843.and adjusted in June 1991.
 DY0843.WARNING-Repeat measurements at this control monument indicate possible
 DY0843.vertical movement.
 DY0843
 DY0843.The geoid height was determined by GEOID03.
 DY0843
 DY0843.The dynamic height is computed by dividing the NAVD 88
 DY0843.geopotential number by the normal gravity value computed on the
 DY0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0843.degrees latitude (g = 980.6199 gals.).
 DY0843
 DY0843.The modeled gravity was interpolated from observed gravity values.
 DY0843
 DY0843;                    North         East    Units  Estimated Accuracy
 DY0843;SPC CA 6     -   667,740.    1,836,320.      MT  (+/- 180 meters Scaled)
 DY0843
 DY0843                          SUPERSEDED SURVEY CONTROL
 DY0843
 DY0843.No superseded survey control is available for this station.
 DY0843
 DY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT059256(NAD 83)
 DY0843_MARKER: DD = SURVEY DISK
 DY0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0843_SP_SET: CATCH BASIN
 DY0843_STAMPING: 1J-40-69
 DY0843_MARK LOGO: CA-059
 DY0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0843+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0843
 DY0843  HISTORY     - Date     Condition        Report By
 DY0843  HISTORY     - 1969     MONUMENTED       CA-059
 DY0843  HISTORY     - 1978     GOOD             NGS
 DY0843  HISTORY     - 19890412 GOOD             NGS
 DY0843  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0843  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 DY0843
 DY0843                          STATION DESCRIPTION
 DY0843
 DY0843'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0843'AT HUNTINGTON BEACH.
 DY0843'IN THE NORTHEAST PART OF THE INTERSECTION OF PACIFIC COAST HIGHWAY
 DY0843'(U.S. 101 ALT.) AND 20TH STREET, 43 FEET NORTHEAST OF THE
 DY0843'CENTER OF THE MEDIAN OF THE HIGHWAY, 75 FEET NORTHWEST OF THE
 DY0843'CENTER LINE OF THE STREET, SET IN THE TOP OF THE NORTHWEST
 DY0843'CORNER OF A 4 X 15 FOOT CONCRETE CATCH BASIN, 0.7 OF A FOOT
 DY0843'HIGHER THAN THE GUTTER.
 DY0843
 DY0843                          STATION RECOVERY (1978)
 DY0843
 DY0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0843'RECOVERED IN GOOD CONDITION.
 DY0843
 DY0843                          STATION RECOVERY (1989)
 DY0843
 DY0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0843'RECOVERED IN GOOD CONDITION.
 DY0843
 DY0843                          STATION RECOVERY (2006)
 DY0843
 DY0843'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0843'MARK NOT FOUND.
 DY0843
 DY0843                          STATION RECOVERY (2006)
 DY0843
 DY0843'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY0843'PROBABLY DESTROYED. STREET HAS BEEN REALLIGNED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0854 ***********************************************************************
 DY0854  DESIGNATION -  1 J 41
 DY0854  PID         -  DY0854
 DY0854  STATE/COUNTY-  CA/ORANGE
 DY0854  USGS QUAD   -  SEAL BEACH (1981)
 DY0854
 DY0854                         *CURRENT SURVEY CONTROL
 DY0854  ___________________________________________________________________
 DY0854* NAD 83(1986)-  33 40 15.     (N)    118 01 13.     (W)     SCALED    
 DY0854* NAVD 88     -        11.810  (meters)      38.75   (feet)  READJUSTED
 DY0854  ___________________________________________________________________
 DY0854  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DY0854  DYNAMIC HT  -          11.800 (meters)      38.71  (feet)  COMP
 DY0854  MODELED GRAV-     979,595.3   (mgal)                       NAVD 88
 DY0854
 DY0854  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0854
 DY0854.The horizontal coordinates were scaled from a topographic map and have
 DY0854.an estimated accuracy of +/- 6 seconds.
 DY0854
 DY0854.The orthometric height was determined by differential leveling
 DY0854.and adjusted in February 1993.
 DY0854.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0854.distribution rate of 0.0 thru 1.0 mm/km.
 DY0854.The height was derived from older observations constrained to new
 DY0854.heights in a crustal motion area.  The height is approximate in
 DY0854.relation to other heights in its vicinity.
 DY0854
 DY0854.The geoid height was determined by GEOID03.
 DY0854
 DY0854.The dynamic height is computed by dividing the NAVD 88
 DY0854.geopotential number by the normal gravity value computed on the
 DY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0854.degrees latitude (g = 980.6199 gals.).
 DY0854
 DY0854.The modeled gravity was interpolated from observed gravity values.
 DY0854
 DY0854;                    North         East    Units  Estimated Accuracy
 DY0854;SPC CA 6     -   668,210.    1,835,840.      MT  (+/- 180 meters Scaled)
 DY0854
 DY0854                          SUPERSEDED SURVEY CONTROL
 DY0854
 DY0854  NGVD 29 (??/??/92)   11.096  (m)           36.40   (f) ADJ UNCH    1 1
 DY0854
 DY0854.Superseded values are not recommended for survey control.
 DY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0854.See file dsdata.txt to determine how the superseded data were derived.
 DY0854
 DY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT054261(NAD 83)
 DY0854_MARKER: DD = SURVEY DISK
 DY0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0854_STAMPING: 1J-41-69
 DY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0854+STABILITY: SURFACE MOTION
 DY0854
 DY0854  HISTORY     - Date     Condition        Report By
 DY0854  HISTORY     - 1969     MONUMENTED       CA-059
 DY0854  HISTORY     - 1978     GOOD             NGS
 DY0854  HISTORY     - 19890412 MARK NOT FOUND   NGS
 DY0854
 DY0854                          STATION DESCRIPTION
 DY0854
 DY0854'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0854'AT HUNTINGTON BEACH.
 DY0854'ABOUT 0.25 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY
 DY0854'(U.S. 101 ALT.) FROM THE INTERSECTION OF GOLDEN WEST STREET,
 DY0854'43.5 FEET NORTHEAST OF THE CENTER OF THE MEDIAN OF THE HIGHWAY,
 DY0854'181.5 FEET SOUTHEAST OF HIGHWAY CONSTRUCTION STATION 1 ORA
 DY0854'2600, 5.7 FEET SOUTHWEST OF A 6 FOOT HIGH CHAIN LINK AND
 DY0854'LATHE FENCE, OPPOSITE OIL WELL NUMBER J70, NORTHEAST OF THE
 DY0854'FENCE, SET IN THE TOP OF A CONCRETE POST AT THE BACK SIDE OF
 DY0854'THE CURB, ABOUT LEVEL WITH THE TOP OF THE CURB.
 DY0854
 DY0854                          STATION RECOVERY (1978)
 DY0854
 DY0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0854'ADD--LOCATED DIRECTLY NORTHEAST ACROSS HIGHWAY FROM PARKING METERS
 DY0854'NUMBER B203-B204, 41.6 FT. NORTHWEST OF WOODEN GATE IN CHAIN LINK
 DY0854'FENCE, 185 FT. SOUTHEAST OF SIGN SPEED LIMIT 50, 0.3 FT. NORTHEAST OF
 DY0854'NORTHEAST CURB.
 DY0854
 DY0854                          STATION RECOVERY (1989)
 DY0854
 DY0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0855 ***********************************************************************
 DY0855  DESIGNATION -  1 J 42
 DY0855  PID         -  DY0855
 DY0855  STATE/COUNTY-  CA/ORANGE
 DY0855  USGS QUAD   -  SEAL BEACH (1981)
 DY0855
 DY0855                         *CURRENT SURVEY CONTROL
 DY0855  ___________________________________________________________________
 DY0855* NAD 83(1986)-  33 40 20.     (N)    118 01 21.     (W)     SCALED    
 DY0855* NAVD 88     -        12.690  (meters)      41.63   (feet)  ADJUSTED  
 DY0855  ___________________________________________________________________
 DY0855  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DY0855  DYNAMIC HT  -          12.676 (meters)      41.59  (feet)  COMP
 DY0855  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 DY0855
 DY0855  VERT ORDER  -  FIRST     CLASS I
 DY0855
 DY0855.The horizontal coordinates were scaled from a topographic map and have
 DY0855.an estimated accuracy of +/- 6 seconds.
 DY0855
 DY0855.The orthometric height was determined by differential leveling
 DY0855.and adjusted in June 1991.
 DY0855.WARNING-Repeat measurements at this control monument indicate possible
 DY0855.vertical movement.
 DY0855
 DY0855.The geoid height was determined by GEOID03.
 DY0855
 DY0855.The dynamic height is computed by dividing the NAVD 88
 DY0855.geopotential number by the normal gravity value computed on the
 DY0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0855.degrees latitude (g = 980.6199 gals.).
 DY0855
 DY0855.The modeled gravity was interpolated from observed gravity values.
 DY0855
 DY0855;                    North         East    Units  Estimated Accuracy
 DY0855;SPC CA 6     -   668,370.    1,835,630.      MT  (+/- 180 meters Scaled)
 DY0855
 DY0855                          SUPERSEDED SURVEY CONTROL
 DY0855
 DY0855  NGVD 29 (??/??/92)   12.311  (m)           40.39   (f) ADJ UNCH    1 1
 DY0855
 DY0855.Superseded values are not recommended for survey control.
 DY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0855.See file dsdata.txt to determine how the superseded data were derived.
 DY0855
 DY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT052262(NAD 83)
 DY0855_MARKER: DD = SURVEY DISK
 DY0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0855_SP_SET: CONCRETE POST
 DY0855_STAMPING: 1J-42-69
 DY0855_MARK LOGO: CA-059
 DY0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0855+STABILITY: SURFACE MOTION
 DY0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0855+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0855
 DY0855  HISTORY     - Date     Condition        Report By
 DY0855  HISTORY     - 1969     MONUMENTED       CA-059
 DY0855  HISTORY     - 1978     GOOD             NGS
 DY0855  HISTORY     - 19890412 GOOD             NGS
 DY0855
 DY0855                          STATION DESCRIPTION
 DY0855
 DY0855'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0855'AT HUNTINGTON BEACH.
 DY0855'ABOUT 0.40 OF A MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY
 DY0855'(U.S. 101 ALT.) FROM THE INTERSECTION OF GOLDEN WEST STREET,
 DY0855'AT THE B.C. OF A CURVE GOING NORTHWEST, 43.5 FEET NORTHEAST OF
 DY0855'THE CENTER OF THE MEDIAN OF THE HIGHWAY, 5.7 FEET SOUTHWEST OF A
 DY0855'6 FOOT HIGH CHAIN LINK AND LATHE FENCE, ABOUT 15 FEET SOUTH OF THE
 DY0855'SUCKER ROD OF OIL WELL NUMBER J17, NORTHEAST OF THE FENCE,
 DY0855'SET IN THE TOP OF A CONCRETE POST AT THE BACKSIDE OF THE CURB,
 DY0855'ABOUT LEVEL WITH THE TOP OF THE CURB.
 DY0855
 DY0855                          STATION RECOVERY (1978)
 DY0855
 DY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0855'ADD--0.2 MILES NORTHWEST OF 1J-41-69, LOCATED NORTHEAST OF AND BETWEEN
 DY0855'PARKING METERS NUMBER B160-B161, 1.0 FT. NORTHEAST OF NORTHEAST CURB.
 DY0855
 DY0855                          STATION RECOVERY (1989)
 DY0855
 DY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0855'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.3 KM (0.80
 DY0855'MI) NORTHWESTERLY ALONG PACIFIC COAST HIGHWAY (STATE HIGHWAY 1) FROM
 DY0855'THE JUNCTION OF 17TH STREET IN HUNTINGTON BEACH.  ADD--0.3 M (1.0 FT)
 DY0855'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0870 ***********************************************************************
 DY0870  DESIGNATION -  1 J 43
 DY0870  PID         -  DY0870
 DY0870  STATE/COUNTY-  CA/ORANGE
 DY0870  USGS QUAD   -  SEAL BEACH (1981)
 DY0870
 DY0870                         *CURRENT SURVEY CONTROL
 DY0870  ___________________________________________________________________
 DY0870* NAD 83(1986)-  33 40 36.     (N)    118 01 40.     (W)     SCALED    
 DY0870* NAVD 88     -        12.804  (meters)      42.01   (feet)  ADJUSTED  
 DY0870  ___________________________________________________________________
 DY0870  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DY0870  DYNAMIC HT  -          12.790 (meters)      41.96  (feet)  COMP
 DY0870  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 DY0870  OBS GRAVITY -     979,597.7   (mgal)                       GRAV_OBS
 DY0870
 DY0870  VERT ORDER  -  FIRST     CLASS I
 DY0870
 DY0870.The horizontal coordinates were scaled from a topographic map and have
 DY0870.an estimated accuracy of +/- 6 seconds.
 DY0870
 DY0870.The orthometric height was determined by differential leveling
 DY0870.and adjusted in June 1991.
 DY0870.WARNING-Repeat measurements at this control monument indicate possible
 DY0870.vertical movement.
 DY0870
 DY0870.The geoid height was determined by GEOID03.
 DY0870
 DY0870.The dynamic height is computed by dividing the NAVD 88
 DY0870.geopotential number by the normal gravity value computed on the
 DY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0870.degrees latitude (g = 980.6199 gals.).
 DY0870
 DY0870.The modeled gravity was interpolated from observed gravity values.
 DY0870.The observed gravity was obtained from relative gravimeter ties
 DY0870.to the IGSN71 gravity network.
 DY0870
 DY0870;                    North         East    Units  Estimated Accuracy
 DY0870;SPC CA 6     -   668,870.    1,835,150.      MT  (+/- 180 meters Scaled)
 DY0870
 DY0870                          SUPERSEDED SURVEY CONTROL
 DY0870
 DY0870  NGVD 29 (??/??/92)   12.277  (m)           40.28   (f) ADJ UNCH    1 1
 DY0870
 DY0870.Superseded values are not recommended for survey control.
 DY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0870.See file dsdata.txt to determine how the superseded data were derived.
 DY0870
 DY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT047267(NAD 83)
 DY0870_MARKER: DD = SURVEY DISK
 DY0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0870_SP_SET: CONCRETE POST
 DY0870_STAMPING: 1J-43-69
 DY0870_MARK LOGO: CA-059
 DY0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0870+STABILITY: SURFACE MOTION
 DY0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0870+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 DY0870
 DY0870  HISTORY     - Date     Condition        Report By
 DY0870  HISTORY     - 1969     MONUMENTED       CA-059
 DY0870  HISTORY     - 1978     GOOD             NGS
 DY0870  HISTORY     - 19890412 GOOD             NGS
 DY0870  HISTORY     - 20040323 GOOD             GEOCAC
 DY0870
 DY0870                          STATION DESCRIPTION
 DY0870
 DY0870'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0870'AT HUNTINGTON BEACH.
 DY0870'ABOUT 0.85 OF A MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY
 DY0870'(U.S. 101 ALT.) FROM THE INTERSECTION OF GOLDEN WEST STREET, 43.5
 DY0870'FEET NORTHEAST OF THE CENTER OF THE MEDIAN OF THE HIGHWAY, 5.7
 DY0870'FEET SOUTHWEST OF A 6 FOOT HIGH CHAIN LINK AND LATHE FENCE,
 DY0870'OPPOSITE OIL WELL NUMBER S-572 NORTHEAST OF THE FENCE, SET IN
 DY0870'THE TOP OF A CONCRETE POST AT THE BACK SIDE OF THE CURB, ABOUT
 DY0870'LEVEL WITH THE TOP OF THE CURB.
 DY0870
 DY0870                          STATION RECOVERY (1978)
 DY0870
 DY0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0870'ADD--NORTHEAST OF PARKING METERS B71-B72, 10 FT. SOUTH OF GATE IN
 DY0870'FENCE, NEAR OIL WELL S-100, 0.4 FT. NORTHEAST OF NORTHEAST CURB.
 DY0870
 DY0870                          STATION RECOVERY (1989)
 DY0870
 DY0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0870'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.5 KM (3.40
 DY0870'MI) SOUTHEASTERLY ALONG PACIFIC COAST HIGHWAY (STATE HIGHWAY 1) FROM
 DY0870'THE JUNCTION OF WARNER AVENUE IN SUNSET BEACH.  DELETE--10 FT.  SOUTH
 DY0870'OF A GATE IN A FENCE.  ADD--0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 DY0870'POST.
 DY0870
 DY0870                          STATION RECOVERY (2004)
 DY0870
 DY0870'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0874 ***********************************************************************
 DY0874  DESIGNATION -  1 J 44
 DY0874  PID         -  DY0874
 DY0874  STATE/COUNTY-  CA/ORANGE
 DY0874  USGS QUAD   -  SEAL BEACH (1981)
 DY0874
 DY0874                         *CURRENT SURVEY CONTROL
 DY0874  ___________________________________________________________________
 DY0874* NAD 83(1986)-  33 40 42.     (N)    118 01 47.     (W)     SCALED    
 DY0874* NAVD 88     -        11.763  (meters)      38.59   (feet)  ADJUSTED  
 DY0874  ___________________________________________________________________
 DY0874  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DY0874  DYNAMIC HT  -          11.751 (meters)      38.55  (feet)  COMP
 DY0874  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 DY0874
 DY0874  VERT ORDER  -  FIRST     CLASS I
 DY0874
 DY0874.The horizontal coordinates were scaled from a topographic map and have
 DY0874.an estimated accuracy of +/- 6 seconds.
 DY0874
 DY0874.The orthometric height was determined by differential leveling
 DY0874.and adjusted in June 1991.
 DY0874.WARNING-Repeat measurements at this control monument indicate possible
 DY0874.vertical movement.
 DY0874
 DY0874.The geoid height was determined by GEOID03.
 DY0874
 DY0874.The dynamic height is computed by dividing the NAVD 88
 DY0874.geopotential number by the normal gravity value computed on the
 DY0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0874.degrees latitude (g = 980.6199 gals.).
 DY0874
 DY0874.The modeled gravity was interpolated from observed gravity values.
 DY0874
 DY0874;                    North         East    Units  Estimated Accuracy
 DY0874;SPC CA 6     -   669,060.    1,834,980.      MT  (+/- 180 meters Scaled)
 DY0874
 DY0874                          SUPERSEDED SURVEY CONTROL
 DY0874
 DY0874  NGVD 29 (??/??/92)   11.195  (m)           36.73   (f) ADJ UNCH    1 1
 DY0874
 DY0874.Superseded values are not recommended for survey control.
 DY0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0874.See file dsdata.txt to determine how the superseded data were derived.
 DY0874
 DY0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT045269(NAD 83)
 DY0874_MARKER: DD = SURVEY DISK
 DY0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0874_SP_SET: CONCRETE POST
 DY0874_STAMPING: 1J-44-69
 DY0874_MARK LOGO: CA-059
 DY0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0874+STABILITY: SURFACE MOTION
 DY0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0874+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0874
 DY0874  HISTORY     - Date     Condition        Report By
 DY0874  HISTORY     - 1969     MONUMENTED       CA-059
 DY0874  HISTORY     - 1978     GOOD             NGS
 DY0874  HISTORY     - 19890412 GOOD             NGS
 DY0874  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DY0874
 DY0874                          STATION DESCRIPTION
 DY0874
 DY0874'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0874'AT HUNGTINGTON BEACH.
 DY0874'ABOUT 1.00 MILES NORTHWEST ABLONG THE PACIFIC COAST HIGHWAY
 DY0874'(U.S. 101 ALT.) FROM THE INTERSECTION OF GOLDEN WEST STREET, 40
 DY0874'FEET NORTHEAST OF THE CENTER OF THE MEDIAN OF THE HIGHWAY, 5.7
 DY0874'FEET SOUTHWEST OF A CHAIN LINK AND LATHE FENCE, OPPOSITE OIL WELL
 DY0874'NUMBER S99 NORTHEAST OF THE FENCE, SET IN THE TOP OF A CONCRETE
 DY0874'POST AT THE BACKSIDE OF THE CURB, ABOUT LEVEL WITH THE TOP OF THE
 DY0874'CURB.
 DY0874
 DY0874                          STATION RECOVERY (1978)
 DY0874
 DY0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0874'ADD--NORTHEAST OF PARKING METERS B 34-B 35.
 DY0874
 DY0874                          STATION RECOVERY (1989)
 DY0874
 DY0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0874'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.8 KM (3.00
 DY0874'MI) SOUTHEASTERLY ALONG PACIFIC COAST HIGHWAY (STATE HIGHWAY 1) FROM
 DY0874'THE JUNCTION OF WARNER AVENUE IN SUNSET BEACH.  ADD--0.3 M (1.0 FT)
 DY0874'NORTHWEST OF A WITNESS POST.
 DY0874
 DY0874                          STATION RECOVERY (2006)
 DY0874
 DY0874'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DY0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0876 ***********************************************************************
 DY0876  DESIGNATION -  1 J 45
 DY0876  PID         -  DY0876
 DY0876  STATE/COUNTY-  CA/ORANGE
 DY0876  USGS QUAD   -  SEAL BEACH (1981)
 DY0876
 DY0876                         *CURRENT SURVEY CONTROL
 DY0876  ___________________________________________________________________
 DY0876* NAD 83(1986)-  33 40 48.     (N)    118 01 53.     (W)     SCALED    
 DY0876* NAVD 88     -         8.532  (meters)      27.99   (feet)  ADJUSTED  
 DY0876  ___________________________________________________________________
 DY0876  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY0876  DYNAMIC HT  -           8.523 (meters)      27.96  (feet)  COMP
 DY0876  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DY0876
 DY0876  VERT ORDER  -  FIRST     CLASS I
 DY0876
 DY0876.The horizontal coordinates were scaled from a topographic map and have
 DY0876.an estimated accuracy of +/- 6 seconds.
 DY0876
 DY0876.The orthometric height was determined by differential leveling
 DY0876.and adjusted in June 1991.
 DY0876.WARNING-Repeat measurements at this control monument indicate possible
 DY0876.vertical movement.
 DY0876
 DY0876.The geoid height was determined by GEOID03.
 DY0876
 DY0876.The dynamic height is computed by dividing the NAVD 88
 DY0876.geopotential number by the normal gravity value computed on the
 DY0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0876.degrees latitude (g = 980.6199 gals.).
 DY0876
 DY0876.The modeled gravity was interpolated from observed gravity values.
 DY0876
 DY0876;                    North         East    Units  Estimated Accuracy
 DY0876;SPC CA 6     -   669,250.    1,834,830.      MT  (+/- 180 meters Scaled)
 DY0876
 DY0876                          SUPERSEDED SURVEY CONTROL
 DY0876
 DY0876.No superseded survey control is available for this station.
 DY0876
 DY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT043271(NAD 83)
 DY0876_MARKER: DD = SURVEY DISK
 DY0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0876_SP_SET: CONCRETE POST
 DY0876_STAMPING: 1J-45-69
 DY0876_MARK LOGO: CA-059
 DY0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0876+STABILITY: SURFACE MOTION
 DY0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0876+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0876
 DY0876  HISTORY     - Date     Condition        Report By
 DY0876  HISTORY     - 1969     MONUMENTED       CA-059
 DY0876  HISTORY     - 1978     GOOD             NGS
 DY0876  HISTORY     - 19890412 GOOD             NGS
 DY0876
 DY0876                          STATION DESCRIPTION
 DY0876
 DY0876'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0876'AT HUNTINGTON BEACH.
 DY0876'ABOUT 1.20 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DY0876'101 ALT.) FROM THE INTERSECTION OF GOLDEN WEST STREET, 36 FEET
 DY0876'NORTHEAST OF THE CENTER OF THE MEDIAN OF THE HIGHWAY, 5.7 FEET
 DY0876'SOUTHWEST OF A 6 FOOT HIGH CHAIN LINK AND LATHE FENCE, OPPOSITE
 DY0876'OIL WELL NUMBER B3 NORTHEAST OF THE FENCE, 96 FEET SOUTHEAST OF THE
 DY0876'SOUTHEAST END OF A ROCK RETAINING WALL, SET IN THE TOP OF A CONCRETE
 DY0876'POST AT THE BACKSIDE OF THE CURB, ABOUT LEVEL WITH THE TOP OF THE
 DY0876'CURB.
 DY0876
 DY0876                          STATION RECOVERY (1978)
 DY0876
 DY0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0876'RECOVERED IN GOOD CONDITION.
 DY0876
 DY0876                          STATION RECOVERY (1989)
 DY0876
 DY0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0876'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.5 KM (2.80
 DY0876'MI) SOUTHEASTERLY ALONG PACIFIC COAST HIGHWAY (STATE HIGHWAY 1) FROM
 DY0876'THE JUNCTION OF WARNER AVENUE IN SUNSET BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0892 ***********************************************************************
 DY0892  DESIGNATION -  1 J 48
 DY0892  PID         -  DY0892
 DY0892  STATE/COUNTY-  CA/ORANGE
 DY0892  USGS QUAD   -  SEAL BEACH (1981)
 DY0892
 DY0892                         *CURRENT SURVEY CONTROL
 DY0892  ___________________________________________________________________
 DY0892* NAD 83(1986)-  33 41 38.     (N)    118 02 43.     (W)     SCALED    
 DY0892* NAVD 88     -         2.940  (meters)       9.65   (feet)  READJUSTED
 DY0892  ___________________________________________________________________
 DY0892  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DY0892  DYNAMIC HT  -           2.940 (meters)       9.65  (feet)  COMP
 DY0892  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 DY0892
 DY0892  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0892
 DY0892.The horizontal coordinates were scaled from a topographic map and have
 DY0892.an estimated accuracy of +/- 6 seconds.
 DY0892
 DY0892.The orthometric height was determined by differential leveling
 DY0892.and adjusted in February 1993.
 DY0892.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0892.distribution rate of 0.0 thru 1.0 mm/km.
 DY0892.The height was derived from older observations constrained to new
 DY0892.heights in a crustal motion area.  The height is approximate in
 DY0892.relation to other heights in its vicinity.
 DY0892
 DY0892.The geoid height was determined by GEOID03.
 DY0892
 DY0892.The dynamic height is computed by dividing the NAVD 88
 DY0892.geopotential number by the normal gravity value computed on the
 DY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0892.degrees latitude (g = 980.6199 gals.).
 DY0892
 DY0892.The modeled gravity was interpolated from observed gravity values.
 DY0892
 DY0892;                    North         East    Units  Estimated Accuracy
 DY0892;SPC CA 6     -   670,810.    1,833,560.      MT  (+/- 180 meters Scaled)
 DY0892
 DY0892                          SUPERSEDED SURVEY CONTROL
 DY0892
 DY0892.No superseded survey control is available for this station.
 DY0892
 DY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT031287(NAD 83)
 DY0892_MARKER: DD = SURVEY DISK
 DY0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0892_STAMPING: 1J-48-69
 DY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0892+STABILITY: SURFACE MOTION
 DY0892
 DY0892  HISTORY     - Date     Condition        Report By
 DY0892  HISTORY     - 1969     MONUMENTED       CA-059
 DY0892  HISTORY     - 1978     GOOD             NGS
 DY0892  HISTORY     - 19890412 MARK NOT FOUND   NGS
 DY0892
 DY0892                          STATION DESCRIPTION
 DY0892
 DY0892'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0892'0.4 MI NW FROM HUNTINGTON BEACH.
 DY0892'ABOUT 1.1 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DY0892'101 ALT.) FROM THE NORTHWEST END OF A ROCK RETAINING WALL ON
 DY0892'THE NORTHEAST SIDE OF THE HIGHWAY AT THE TOE OF A SHARP CHANGE OF
 DY0892'GRADE OF THE HIGHWAY, ABOUT 0.4 OF A MILE NORTHWEST ALONG THE
 DY0892'HIGHWAY FROM THE NORTHWEST CORNER OF THE SIGNAL OIL AND GASOLINE
 DY0892'PROPERTY, 60.5 FEET NORTHEAST OF THE CENTER OF THE MEDIAN OF
 DY0892'THE HIGHWAY, 31 FEET NORTHWEST OF BENCH MARK 1J-47-69, SET IN THE
 DY0892'TOP OF A CONCRETE POST, 0.6 OF A FOOT HIGHER THAN THE GROUND, STEEL
 DY0892'WITNESS POST 1 FOOT NORTHWEST OF MONUMENT.
 DY0892
 DY0892                          STATION RECOVERY (1978)
 DY0892
 DY0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0892'RECOVERED IN GOOD CONDITION.
 DY0892
 DY0892                          STATION RECOVERY (1989)
 DY0892
 DY0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0899 ***********************************************************************
 DY0899  DESIGNATION -  1 J 49
 DY0899  PID         -  DY0899
 DY0899  STATE/COUNTY-  CA/ORANGE
 DY0899  USGS QUAD   -  SEAL BEACH (1981)
 DY0899
 DY0899                         *CURRENT SURVEY CONTROL
 DY0899  ___________________________________________________________________
 DY0899* NAD 83(1986)-  33 41 57.     (N)    118 03 01.     (W)     SCALED    
 DY0899* NAVD 88     -         1.944  (meters)       6.38   (feet)  READJUSTED
 DY0899  ___________________________________________________________________
 DY0899  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 DY0899  DYNAMIC HT  -           1.940 (meters)       6.36  (feet)  COMP
 DY0899  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 DY0899
 DY0899  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0899
 DY0899.The horizontal coordinates were scaled from a topographic map and have
 DY0899.an estimated accuracy of +/- 6 seconds.
 DY0899
 DY0899.The orthometric height was determined by differential leveling
 DY0899.and adjusted in February 1993.
 DY0899.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0899.distribution rate of 0.0 thru 1.0 mm/km.
 DY0899.The height was derived from older observations constrained to new
 DY0899.heights in a crustal motion area.  The height is approximate in
 DY0899.relation to other heights in its vicinity.
 DY0899
 DY0899.The geoid height was determined by GEOID03.
 DY0899
 DY0899.The dynamic height is computed by dividing the NAVD 88
 DY0899.geopotential number by the normal gravity value computed on the
 DY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0899.degrees latitude (g = 980.6199 gals.).
 DY0899
 DY0899.The modeled gravity was interpolated from observed gravity values.
 DY0899
 DY0899;                    North         East    Units  Estimated Accuracy
 DY0899;SPC CA 6     -   671,400.    1,833,110.      MT  (+/- 180 meters Scaled)
 DY0899
 DY0899                          SUPERSEDED SURVEY CONTROL
 DY0899
 DY0899.No superseded survey control is available for this station.
 DY0899
 DY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT026292(NAD 83)
 DY0899_MARKER: DD = SURVEY DISK
 DY0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0899_STAMPING: 1J-49-69
 DY0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0899+STABILITY: SURFACE MOTION
 DY0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0899+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2008
 DY0899
 DY0899  HISTORY     - Date     Condition        Report By
 DY0899  HISTORY     - 1969     MONUMENTED       CA-059
 DY0899  HISTORY     - 1978     GOOD             NGS
 DY0899  HISTORY     - 19890412 MARK NOT FOUND   NGS
 DY0899  HISTORY     - 20040211 GOOD             GEOCAC
 DY0899  HISTORY     - 20080912 GOOD             GEOCAC
 DY0899
 DY0899                          STATION DESCRIPTION
 DY0899
 DY0899'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0899'0.8 MI NW FROM HUNTINGTON BEACH.
 DY0899'ABOUT 0.75 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DY0899'101 ALT.) FROM THE NORTHWEST CORNER OF THE SIGNAL OIL AND GASOLINE
 DY0899'PROPERTY, ABOUT 0.25 MILE SOUTHEAST ALONG THE HIGHWAY FROM THE
 DY0899'ENTRANCE ROAD INTO THE OLD DUCK CLUB, 48 FEET NORTHEAST OF THE
 DY0899'CENTER OF THE MEDIAN OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 DY0899'POST ABOUT LEVEL WITH THE GROUND, STEEL WITNESS POSTS 1 FOOT
 DY0899'NORTHWEST AND SOUTHEAST.
 DY0899
 DY0899                          STATION RECOVERY (1978)
 DY0899
 DY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0899'RECOVERED IN GOOD CONDITION.
 DY0899
 DY0899                          STATION RECOVERY (1989)
 DY0899
 DY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0899'THE POST WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 DY0899
 DY0899                          STATION RECOVERY (2004)
 DY0899
 DY0899'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0899'RECOVERED IN GOOD CONDITION.
 DY0899
 DY0899                          STATION RECOVERY (2008)
 DY0899
 DY0899'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0899'RECOVERED IN GOOD CONDITION.  DESPITE THE PREVIOUS REPORT OF
 DY0899'DESTRUCTION, THIS MARK IS STILL LISTED ON THE ORANGE COUNTY SURVEY
 DY0899'SYSTEM AND FIELD OBSERVATION CONFIRMS IT IS IN GOOD CONDITION.
 DY0899'LOCATED ABOUT 1.1 MILES SE ALONG THE PCH FROM THE INTERSECTION WITH
 DY0899'WARNER AVE. AND ABOUT 0.3 MILES NW FROM THE ENTRANCE TO THE BOLSA
 DY0899'CHICA STATE BEACH.  THE MARK IS NOW ABOUT 1 FOOT BELOW THE LEVEL OF
 DY0899'THE SURROUNDING SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0900 ***********************************************************************
 DY0900  DESIGNATION -  1 J 50
 DY0900  PID         -  DY0900
 DY0900  STATE/COUNTY-  CA/ORANGE
 DY0900  USGS QUAD   -  SEAL BEACH (1981)
 DY0900
 DY0900                         *CURRENT SURVEY CONTROL
 DY0900  ___________________________________________________________________
 DY0900* NAD 83(1986)-  33 42 17.     (N)    118 03 20.     (W)     SCALED    
 DY0900* NAVD 88     -         2.477  (meters)       8.13   (feet)  ADJUSTED  
 DY0900  ___________________________________________________________________
 DY0900  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 DY0900  DYNAMIC HT  -           2.474 (meters)       8.12  (feet)  COMP
 DY0900  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 DY0900
 DY0900  VERT ORDER  -  FIRST     CLASS I
 DY0900
 DY0900.The horizontal coordinates were scaled from a topographic map and have
 DY0900.an estimated accuracy of +/- 6 seconds.
 DY0900
 DY0900.The orthometric height was determined by differential leveling
 DY0900.and adjusted in June 1991.
 DY0900.WARNING-Repeat measurements at this control monument indicate possible
 DY0900.vertical movement.
 DY0900
 DY0900.The geoid height was determined by GEOID03.
 DY0900
 DY0900.The dynamic height is computed by dividing the NAVD 88
 DY0900.geopotential number by the normal gravity value computed on the
 DY0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0900.degrees latitude (g = 980.6199 gals.).
 DY0900
 DY0900.The modeled gravity was interpolated from observed gravity values.
 DY0900
 DY0900;                    North         East    Units  Estimated Accuracy
 DY0900;SPC CA 6     -   672,030.    1,832,630.      MT  (+/- 180 meters Scaled)
 DY0900
 DY0900                          SUPERSEDED SURVEY CONTROL
 DY0900
 DY0900.No superseded survey control is available for this station.
 DY0900
 DY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT021299(NAD 83)
 DY0900_MARKER: DD = SURVEY DISK
 DY0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0900_SP_SET: CONCRETE POST
 DY0900_STAMPING: 1J-50-69
 DY0900_MARK LOGO: CA-059
 DY0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0900+STABILITY: SURFACE MOTION
 DY0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0900+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0900
 DY0900  HISTORY     - Date     Condition        Report By
 DY0900  HISTORY     - 1969     MONUMENTED       CA-059
 DY0900  HISTORY     - 1978     GOOD             NGS
 DY0900  HISTORY     - 19890412 GOOD             NGS
 DY0900
 DY0900                          STATION DESCRIPTION
 DY0900
 DY0900'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0900'1.4 MI NW FROM HUNTINGTON BEACH.
 DY0900'ABOUT 1.45 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DY0900'101 ALT.) FROM THE NORTHWEST CORNER OF THE SIGNAL OIL AND GASOLINE
 DY0900'COMPANY PROPERTY, ABOUT 0.20 OF A MILE NORTHWEST ALONG THE
 DY0900'HIGHWAY FROM THE ENTRANCE ROAD INTO THE OLD DUCK CLUB, 49 FEET
 DY0900'NORTHEAST OF THE CENTER OF THE MEDIAN OF THE HIGHWAY, SET IN
 DY0900'THE TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE GROUND, STEEL
 DY0900'WITNESS POSTS 1 FOOT NORTHWEST AND SOUTHEAST.
 DY0900
 DY0900                          STATION RECOVERY (1978)
 DY0900
 DY0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0900'RECOVERED IN GOOD CONDITION.
 DY0900
 DY0900                          STATION RECOVERY (1989)
 DY0900
 DY0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0900'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--2.1
 DY0900'KM (1.30 MI) SOUTHEAST OF THE POST OFFICE IN SUNSET BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0902 ***********************************************************************
 DY0902  DESIGNATION -  1 J 51
 DY0902  PID         -  DY0902
 DY0902  STATE/COUNTY-  CA/ORANGE
 DY0902  USGS QUAD   -  SEAL BEACH (1981)
 DY0902
 DY0902                         *CURRENT SURVEY CONTROL
 DY0902  ___________________________________________________________________
 DY0902* NAD 83(1986)-  33 42 29.     (N)    118 03 33.     (W)     SCALED    
 DY0902* NAVD 88     -         2.532  (meters)       8.31   (feet)  ADJUSTED  
 DY0902  ___________________________________________________________________
 DY0902  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DY0902  DYNAMIC HT  -           2.529 (meters)       8.30  (feet)  COMP
 DY0902  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 DY0902
 DY0902  VERT ORDER  -  FIRST     CLASS I
 DY0902
 DY0902.The horizontal coordinates were scaled from a topographic map and have
 DY0902.an estimated accuracy of +/- 6 seconds.
 DY0902
 DY0902.The orthometric height was determined by differential leveling
 DY0902.and adjusted in June 1991.
 DY0902
 DY0902.The geoid height was determined by GEOID03.
 DY0902
 DY0902.The dynamic height is computed by dividing the NAVD 88
 DY0902.geopotential number by the normal gravity value computed on the
 DY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0902.degrees latitude (g = 980.6199 gals.).
 DY0902
 DY0902.The modeled gravity was interpolated from observed gravity values.
 DY0902
 DY0902;                    North         East    Units  Estimated Accuracy
 DY0902;SPC CA 6     -   672,400.    1,832,300.      MT  (+/- 180 meters Scaled)
 DY0902
 DY0902                          SUPERSEDED SURVEY CONTROL
 DY0902
 DY0902.No superseded survey control is available for this station.
 DY0902
 DY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT018302(NAD 83)
 DY0902_MARKER: DD = SURVEY DISK
 DY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0902_SP_SET: CONCRETE POST
 DY0902_STAMPING: 1J-51-69
 DY0902_MARK LOGO: CA-059
 DY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0902+STABILITY: SURFACE MOTION
 DY0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0902+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0902
 DY0902  HISTORY     - Date     Condition        Report By
 DY0902  HISTORY     - 1969     MONUMENTED       CA-059
 DY0902  HISTORY     - 1978     GOOD             NGS
 DY0902  HISTORY     - 19890412 GOOD             NGS
 DY0902
 DY0902                          STATION DESCRIPTION
 DY0902
 DY0902'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DY0902'1.7 MI NW FROM HUNTINGTON BEACH.
 DY0902'ABOUT 1.70 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DY0902'101 ALT.) FROM THE NORTHWEST CORNER OF THE SIGNAL OIL AND GASOLINE
 DY0902'PROPERTY, ABOUT 0.55 OF A MILE NORTHWEST ALONG THE HIGHWAY FROM THE
 DY0902'ENTRANCE ALONG THE HIGHWAY FROM THE ENTRANCE ROAD INTO THE OLD
 DY0902'DUCK CLUB, ABOUT 0.35 OF A MILE SOUTHEAST ALONG THE HIGHWAY FROM
 DY0902'THE INTERSECTION OF WARNER AVENUE, 49 FEET NORTHEAST OF THE CENTER
 DY0902'OF THE MEDIAN OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 DY0902'LEVEL WITH THE GROUND, STEEL WITNESS POSTS 1 FOOT NORTHWEST AND
 DY0902'SOUTHEAST.
 DY0902
 DY0902                          STATION RECOVERY (1978)
 DY0902
 DY0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0902'RECOVERED IN GOOD CONDITION.
 DY0902
 DY0902                          STATION RECOVERY (1989)
 DY0902
 DY0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0902'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM (0.30
 DY0902'MI) SOUTHEASTERLY ALONG PACIFIC COAST HIGHWAY (STATE HIGHWAY 1) FROM
 DY0902'THE JUNCTION OF WERNER AVENUE IN SUNSET BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2010 ***********************************************************************
 DX2010  DESIGNATION -  1 J 52
 DX2010  PID         -  DX2010
 DX2010  STATE/COUNTY-  CA/ORANGE
 DX2010  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2010
 DX2010                         *CURRENT SURVEY CONTROL
 DX2010  ___________________________________________________________________
 DX2010* NAD 83(1986)-  33 37 15.     (N)    117 55 43.     (W)     SCALED    
 DX2010* NAVD 88     -         3.523  (meters)      11.56   (feet)  ADJUSTED  
 DX2010  ___________________________________________________________________
 DX2010  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DX2010  DYNAMIC HT  -           3.519 (meters)      11.55  (feet)  COMP
 DX2010  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 DX2010
 DX2010  VERT ORDER  -  FIRST     CLASS I
 DX2010
 DX2010.The horizontal coordinates were scaled from a topographic map and have
 DX2010.an estimated accuracy of +/- 6 seconds.
 DX2010
 DX2010.The orthometric height was determined by differential leveling
 DX2010.and adjusted in June 1991.
 DX2010.WARNING-Repeat measurements at this control monument indicate possible
 DX2010.vertical movement.
 DX2010
 DX2010.The geoid height was determined by GEOID03.
 DX2010
 DX2010.The dynamic height is computed by dividing the NAVD 88
 DX2010.geopotential number by the normal gravity value computed on the
 DX2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2010.degrees latitude (g = 980.6199 gals.).
 DX2010
 DX2010.The modeled gravity was interpolated from observed gravity values.
 DX2010
 DX2010;                    North         East    Units  Estimated Accuracy
 DX2010;SPC CA 6     -   662,530.    1,844,250.      MT  (+/- 180 meters Scaled)
 DX2010
 DX2010                          SUPERSEDED SURVEY CONTROL
 DX2010
 DX2010  NGVD 29 (??/??/92)    2.844  (m)            9.33   (f) ADJ UNCH    1 1
 DX2010
 DX2010.Superseded values are not recommended for survey control.
 DX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2010.See file dsdata.txt to determine how the superseded data were derived.
 DX2010
 DX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138205(NAD 83)
 DX2010_MARKER: DD = SURVEY DISK
 DX2010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2010_SP_SET: CATCH BASIN
 DX2010_STAMPING: 1 J-52-73
 DX2010_MARK LOGO: CA-059
 DX2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2010
 DX2010  HISTORY     - Date     Condition        Report By
 DX2010  HISTORY     - 1973     MONUMENTED       CA-059
 DX2010  HISTORY     - 1974     GOOD             CA-059
 DX2010  HISTORY     - 1978     GOOD             NGS
 DX2010  HISTORY     - 1988     GOOD             NGS
 DX2010  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 DX2010  HISTORY     - 20040827 MARK NOT FOUND   GEOCAC
 DX2010  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2010
 DX2010                          STATION DESCRIPTION
 DX2010
 DX2010'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2010'IN NEWPORT BEACH.
 DX2010'BENCHMARK IS LOCATED IN THE SOUTHWESTERLY CORNER OF A FIVE FOOT
 DX2010'BY FIVE FOOT CATCH BASIN, APPROXIMATELY 185 FEET EAST OF THE SOUTH
 DX2010'END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY,
 DX2010'43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 AND 60 FEET SOUTHEAST
 DX2010'OF LIGHT POLE MARKED E-33, APPROXIMATELY 70 FEET SOUTH OF CENTERLINE
 DX2010'OF PACIFIC COAST HIGHWAY, 1 FOOT HIGHER THAN THE HIGHWAY.
 DX2010
 DX2010                          STATION RECOVERY (1974)
 DX2010
 DX2010'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2010'RECOVERED IN GOOD CONDITION.
 DX2010
 DX2010                          STATION RECOVERY (1978)
 DX2010
 DX2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2010'RECOVERED IN GOOD CONDITION.
 DX2010
 DX2010                          STATION RECOVERY (1988)
 DX2010
 DX2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NEWPORT
 DX2010'BEACH, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 1
 DX2010'AND NEWPORT BOULEVARD, IN TOP OF THE WEST CORNER OF A CATCH BASIN,
 DX2010'21.3 M (69.9 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DX2010'THE HIGHWAY, 56.4 M (185.0 FT) EAST OF THE BOULEVARD OVERPASS, 56.4 M
 DX2010'(185.0 FT) EAST OF THE BOULEVARD OVERPASS, 7.3 M (24.0 FT) EAST OF
 DX2010'THE CENTERLINE OF AN ON RAMP FOR THE NORTHBOUND TRAFFIC OF THE
 DX2010'BOULEVARD.
 DX2010'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DX2010
 DX2010                          STATION RECOVERY (1999)
 DX2010
 DX2010'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX2010'MARK NOT FOUND.
 DX2010
 DX2010                          STATION RECOVERY (2004)
 DX2010
 DX2010'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DX2010'ALL CATCH BASINS IN THE AREA WERE SEARCHED BUT THE MARK WAS NOT FOUND.
 DX2010'THE AREA HAS RECIEVED A BEAUTIFICATION PROJECT SINCE THE LAST GOOD
 DX2010'RECOVERY. THE MARK MAY HAVE BEEN DESTROYED AT THAT TIME.
 DX2010
 DX2010                          STATION RECOVERY (2006)
 DX2010
 DX2010'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9295 ***********************************************************************
 DY9295  DESIGNATION -  1 J 57
 DY9295  PID         -  DY9295
 DY9295  STATE/COUNTY-  CA/ORANGE
 DY9295  USGS QUAD   -  SEAL BEACH (1981)
 DY9295
 DY9295                         *CURRENT SURVEY CONTROL
 DY9295  ___________________________________________________________________
 DY9295* NAD 83(1986)-  33 43 29.     (N)    118 04 40.     (W)     SCALED    
 DY9295* NAVD 88     -         2.191  (meters)       7.19   (feet)  ADJUSTED  
 DY9295  ___________________________________________________________________
 DY9295  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DY9295  DYNAMIC HT  -           2.189 (meters)       7.18  (feet)  COMP
 DY9295  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 DY9295
 DY9295  VERT ORDER  -  FIRST     CLASS II
 DY9295
 DY9295.The horizontal coordinates were scaled from a topographic map and have
 DY9295.an estimated accuracy of +/- 6 seconds.
 DY9295
 DY9295.The orthometric height was determined by differential leveling
 DY9295.and adjusted in June 1991.
 DY9295
 DY9295.The geoid height was determined by GEOID03.
 DY9295
 DY9295.The dynamic height is computed by dividing the NAVD 88
 DY9295.geopotential number by the normal gravity value computed on the
 DY9295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9295.degrees latitude (g = 980.6199 gals.).
 DY9295
 DY9295.The modeled gravity was interpolated from observed gravity values.
 DY9295
 DY9295;                    North         East    Units  Estimated Accuracy
 DY9295;SPC CA 6     -   674,280.    1,830,610.      MT  (+/- 180 meters Scaled)
 DY9295
 DY9295                          SUPERSEDED SURVEY CONTROL
 DY9295
 DY9295.No superseded survey control is available for this station.
 DY9295
 DY9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT001321(NAD 83)
 DY9295_MARKER: DD = SURVEY DISK
 DY9295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9295_SP_SET: SIDEWALK
 DY9295_STAMPING: 1J-57-80
 DY9295_MARK LOGO: CA-059
 DY9295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9295+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1989
 DY9295
 DY9295  HISTORY     - Date     Condition        Report By
 DY9295  HISTORY     - 1980     MONUMENTED       CA-059
 DY9295  HISTORY     - 19890406 GOOD             NGS
 DY9295  HISTORY     - 20031231 GOOD             GEOCAC
 DY9295  HISTORY     - 20060817 GOOD             GEOCAC
 DY9295
 DY9295                          STATION DESCRIPTION
 DY9295
 DY9295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9295'IN SUNSET BEACH, AT THE INTERSECTION OF PACIFIC COAST HIGHWAY (STATE
 DY9295'HIGHWAY 1) AND ANDERSON STREET, IN TOP OF A SIDEWALK, 22.7 M (74.5
 DY9295'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DY9295'HIGHWAY, 12.0 M (39.4 FT) SOUTHWEST OF UTILITY POLE NUMBER 2192337E,
 DY9295'5.9 M (19.4 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DY9295'OF THE STREET, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.1
 DY9295'M (0.3 FT) SOUTH OF THE SOUTH CORNER OF A MANHOLE COVER.
 DY9295
 DY9295                          STATION RECOVERY (2003)
 DY9295
 DY9295'RECOVERY NOTE BY GEOCACHING 2003 (EDP)
 DY9295'THE POWER LINES IN THE AREA HAVE BEEN BURIED THUS THE UTILITY POLE
 DY9295'LISTED IN THE PREVIOUS DESCRIPTION IS GONE. NEW DESCRIPTION - 45 FT
 DY9295'NORTH-EAST OF THE SIGNAL POLE AT THE NORTH CORNER OF THE INTERSECTION
 DY9295'OF PACIFIC COAST HIGHWAY AND ANDERSON STREET, 9 FT EAST OF A 3 FT TALL
 DY9295'VENT PIPE NUMBERED V5161354 OS1957, 0.3 FT SOUTH OF THE SOUTH CORNER
 DY9295'OF THE MANHOLE COVER OF AN EDISON VAULT.
 DY9295
 DY9295                          STATION RECOVERY (2006)
 DY9295
 DY9295'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY9295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4255 ***********************************************************************
 AA4255  DESIGNATION -  1 JD 365
 AA4255  PID         -  AA4255
 AA4255  STATE/COUNTY-  CA/MERCED
 AA4255  USGS QUAD   -  OWENS RESERVOIR (1978)
 AA4255
 AA4255                         *CURRENT SURVEY CONTROL
 AA4255  ___________________________________________________________________
 AA4255* NAD 83(2007)-  37 20 31.45778(N)    120 13 14.30317(W)     NO CHECK  
 AA4255* NAVD 88     -       112.3    (meters)     368.     (feet)  GPS OBS   
 AA4255  ___________________________________________________________________
 AA4255  EPOCH DATE  -        2007.00
 AA4255  X           -  -2,555,473.178 (meters)                     COMP
 AA4255  Y           -  -4,387,106.612 (meters)                     COMP
 AA4255  Z           -   3,847,692.683 (meters)                     COMP
 AA4255  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 AA4255  ELLIP HEIGHT-          80.760 (meters)          (02/10/07) NO CHECK
 AA4255  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AA4255
 AA4255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA4255  Type    PID    Designation                      North   East  Ellip
 AA4255  -------------------------------------------------------------------
 AA4255  NETWORK AA4255 1 JD 365                          1.90   3.08  14.01
 AA4255  -------------------------------------------------------------------
 AA4255
 AA4255.The horizontal coordinates were established by GPS observations
 AA4255.and adjusted by the National Geodetic Survey in February 2007.
 AA4255
 AA4255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA4255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA4255.No horizontal observational check was made to the station.
 AA4255.The horizontal coordinates are valid at the epoch date displayed above.
 AA4255.The epoch date for horizontal control is a decimal equivalence
 AA4255.of Year/Month/Day.
 AA4255
 AA4255.The orthometric height was determined by GPS observations and a
 AA4255.high-resolution geoid model.
 AA4255
 AA4255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4255
 AA4255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4255
 AA4255.The ellipsoidal height was determined by GPS observations
 AA4255.and is referenced to NAD 83.
 AA4255
 AA4255.The geoid height was determined by GEOID03.
 AA4255
 AA4255;                    North         East     Units Scale Factor Converg.
 AA4255;SPC CA 3     -   593,490.764 2,024,753.321   MT  0.99995450   +0 10 15.7
 AA4255;SPC CA 3     - 1,947,144.28  6,642,878.19   sFT  0.99995450   +0 10 15.7
 AA4255;UTM  10      - 4,136,444.474   746,210.060   MT  1.00034678   +1 41 12.2
 AA4255
 AA4255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4255!SPC CA 3     -   0.99998733  x   0.99995450  =   0.99994183
 AA4255!UTM  10      -   0.99998733  x   1.00034678  =   1.00033410
 AA4255
 AA4255                          SUPERSEDED SURVEY CONTROL
 AA4255
 AA4255  NAD 83(1992)-  37 20 31.45274(N)    120 13 14.29771(W) AD(1991.35) 1
 AA4255  ELLIP H (10/14/94)   81.010  (m)                       GP(       ) 4 2
 AA4255
 AA4255.Superseded values are not recommended for survey control.
 AA4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4255.See file dsdata.txt to determine how the superseded data were derived.
 AA4255
 AA4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG4621036444(NAD 83)
 AA4255_MARKER: DB = BENCH MARK DISK
 AA4255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4255_STAMPING: 1 JD 365 1960
 AA4255_MARK LOGO: USGS  
 AA4255_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4255+STABILITY: SURFACE MOTION
 AA4255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4255+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 AA4255
 AA4255  HISTORY     - Date     Condition        Report By
 AA4255  HISTORY     - 1960     MONUMENTED       USGS
 AA4255  HISTORY     - 19931228 GOOD             CADT
 AA4255  HISTORY     - 20050416 GOOD             GEOCAC
 AA4255
 AA4255                          STATION DESCRIPTION
 AA4255
 AA4255'DESCRIBED BY CALTRANS 1993 (DBS)
 AA4255'THE STATION IS LOCATED ALONG STATE HIGHWAY 140 AT THE MERCED/MARIPOSA
 AA4255'COUNTY LINE, ABOUT 13 MI (20.9 KM) EAST-NORTHEAST OF MERCED.
 AA4255' 
 AA4255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 AND STATE
 AA4255'HIGHWAY 140 IN MERCED, GO EAST ON HIGHWAY 140 FOR 7.9 MI (12.7 KM) TO
 AA4255'THE INTERSECTION WITH PLAINSBURG ROAD IN THE TOWN OF PLANADA. CONTINUE
 AA4255'EAST THEN NORTHEAST ON HIGHWAY 140 FOR 6.6 MI (10.6 KM) TO THE STATION
 AA4255'ON THE LEFT AT THE MERCED/MARIPOSA COUNTY LINE.
 AA4255' 
 AA4255'THE STATION IS 37.8 FT (11.5 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY
 AA4255'140, 5.2 FT (1.6 M) NORTHEAST OF A GATE POST, 2.0 FT (0.6 M) SOUTHEAST
 AA4255'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MONUMENT, 1.6 FT (0.5 M) SOUTHEAST
 AA4255'OF AN ANGLE POINT IN THE BARBED WIRE RIGHT-OF-WAY FENCE, 1.0 FT (0.3
 AA4255'M) SOUTHEAST OF THE FENCE, PROJECTS 0.5 FT (0.2 M) ABOVE THE GROUND,
 AA4255'AND ABOUT 1 FT (0.3 M) LOWER THAN THE HIGHWAY.
 AA4255' 
 AA4255'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 AA4255'SURVEY.  THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 AA4255'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 AA4255'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION.  TO OBTAIN
 AA4255'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN
 AA4255'STOCKTON AT (209) 948-7891.
 AA4255
 AA4255                          STATION RECOVERY (2005)
 AA4255
 AA4255'RECOVERY NOTE BY GEOCACHING 2005 (PFW)
 AA4255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0635 ***********************************************************************
 DX0635  DESIGNATION -  1 K
 DX0635  PID         -  DX0635
 DX0635  STATE/COUNTY-  CA/RIVERSIDE
 DX0635  USGS QUAD   -  THERMAL CANYON (1972)
 DX0635
 DX0635                         *CURRENT SURVEY CONTROL
 DX0635  ___________________________________________________________________
 DX0635* NAD 83(1986)-  33 43 30.     (N)    116 02 46.     (W)     SCALED    
 DX0635* NAVD 88     -       441.53   (+/-2cm)    1448.6    (feet)  VERTCON   
 DX0635  ___________________________________________________________________
 DX0635  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DX0635  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0635
 DX0635.The horizontal coordinates were scaled from a topographic map and have
 DX0635.an estimated accuracy of +/- 6 seconds.
 DX0635
 DX0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0635.The vertical order pertains to the NGVD 29 superseded value.
 DX0635
 DX0635.The geoid height was determined by GEOID03.
 DX0635
 DX0635;                    North         East    Units  Estimated Accuracy
 DX0635;SPC CA 6     -   672,840.    2,018,900.      MT  (+/- 180 meters Scaled)
 DX0635
 DX0635                          SUPERSEDED SURVEY CONTROL
 DX0635
 DX0635  NGVD 29 (??/??/??)  440.827  (m)         1446.28   (f) ADJUSTED    1 2
 DX0635
 DX0635.Superseded values are not recommended for survey control.
 DX0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0635.See file dsdata.txt to determine how the superseded data were derived.
 DX0635
 DX0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT883320(NAD 83)
 DX0635_MARKER: DD = SURVEY DISK
 DX0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0635_STAMPING: 1 K
 DX0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0635+STABILITY: SURFACE MOTION
 DX0635
 DX0635  HISTORY     - Date     Condition        Report By
 DX0635  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0635  HISTORY     - 1931     GOOD             MWDSC
 DX0635
 DX0635                          STATION DESCRIPTION
 DX0635
 DX0635'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0635'13.3 MI E FROM INDIO.
 DX0635'3.9 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0635'OF THE FARGO CANYON ROAD, ABOUT 650 FEET NORTH OF THE ROAD, AT
 DX0635'THE BASE OF A RIDGE, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 DX0635'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0635'1 K AND SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0634 ***********************************************************************
 DX0634  DESIGNATION -  1 L
 DX0634  PID         -  DX0634
 DX0634  STATE/COUNTY-  CA/RIVERSIDE
 DX0634  USGS QUAD   -  THERMAL CANYON (1972)
 DX0634
 DX0634                         *CURRENT SURVEY CONTROL
 DX0634  ___________________________________________________________________
 DX0634* NAD 83(1986)-  33 43 11.     (N)    116 02 26.     (W)     SCALED    
 DX0634* NAVD 88     -       454.70   (+/-2cm)    1491.8    (feet)  VERTCON   
 DX0634  ___________________________________________________________________
 DX0634  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DX0634  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0634
 DX0634.The horizontal coordinates were scaled from a topographic map and have
 DX0634.an estimated accuracy of +/- 6 seconds.
 DX0634
 DX0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0634.The vertical order pertains to the NGVD 29 superseded value.
 DX0634
 DX0634.The geoid height was determined by GEOID03.
 DX0634
 DX0634;                    North         East    Units  Estimated Accuracy
 DX0634;SPC CA 6     -   672,260.    2,019,410.      MT  (+/- 180 meters Scaled)
 DX0634
 DX0634                          SUPERSEDED SURVEY CONTROL
 DX0634
 DX0634  NGVD 29 (??/??/??)  454.003  (m)         1489.51   (f) ADJUSTED    1 2
 DX0634
 DX0634.Superseded values are not recommended for survey control.
 DX0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0634.See file dsdata.txt to determine how the superseded data were derived.
 DX0634
 DX0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT888314(NAD 83)
 DX0634_MARKER: DD = SURVEY DISK
 DX0634_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0634_SP_SET: UNSPECIFIED ROCK
 DX0634_STAMPING: 1 L
 DX0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0634
 DX0634  HISTORY     - Date     Condition        Report By
 DX0634  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0634  HISTORY     - 1931     GOOD             MWDSC
 DX0634
 DX0634                          STATION DESCRIPTION
 DX0634
 DX0634'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0634'13.7 MI E FROM INDIO.
 DX0634'4.3 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0634'OF THE FARGO CANYON ROAD, ABOUT 800 FEET EAST OF THE ROAD, ON
 DX0634'THE WEST SLOPE OF THE EAST BUTTE OF TWO ISOLATED BUTTES, AND IN
 DX0634'ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0634'STANDARD DISK, STAMPED 1 L AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3676 ***********************************************************************
 DX3676  DESIGNATION -  1 L 62 82
 DX3676  PID         -  DX3676
 DX3676  STATE/COUNTY-  CA/ORANGE
 DX3676  USGS QUAD   -  ORANGE (1981)
 DX3676
 DX3676                         *CURRENT SURVEY CONTROL
 DX3676  ___________________________________________________________________
 DX3676* NAD 83(1986)-  33 50 45.     (N)    117 50 36.     (W)     SCALED    
 DX3676* NAVD 88     -        74.251  (meters)     243.61   (feet)  ADJUSTED  
 DX3676  ___________________________________________________________________
 DX3676  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DX3676  DYNAMIC HT  -          74.172 (meters)     243.35  (feet)  COMP
 DX3676  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DX3676
 DX3676  VERT ORDER  -  FIRST     CLASS II
 DX3676
 DX3676.The horizontal coordinates were scaled from a topographic map and have
 DX3676.an estimated accuracy of +/- 6 seconds.
 DX3676
 DX3676.The orthometric height was determined by differential leveling
 DX3676.and adjusted in June 1991.
 DX3676
 DX3676.The geoid height was determined by GEOID03.
 DX3676
 DX3676.The dynamic height is computed by dividing the NAVD 88
 DX3676.geopotential number by the normal gravity value computed on the
 DX3676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3676.degrees latitude (g = 980.6199 gals.).
 DX3676
 DX3676.The modeled gravity was interpolated from observed gravity values.
 DX3676
 DX3676;                    North         East    Units  Estimated Accuracy
 DX3676;SPC CA 6     -   687,360.    1,852,540.      MT  (+/- 180 meters Scaled)
 DX3676
 DX3676                          SUPERSEDED SURVEY CONTROL
 DX3676
 DX3676.No superseded survey control is available for this station.
 DX3676
 DX3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT219453(NAD 83)
 DX3676_MARKER: DD = SURVEY DISK
 DX3676_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX3676_SP_SET: BRIDGE WINGWALL
 DX3676_STAMPING: 1L-62-82
 DX3676_MARK LOGO: CA-059
 DX3676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3676+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 DX3676
 DX3676  HISTORY     - Date     Condition        Report By
 DX3676  HISTORY     - 1982     MONUMENTED       CA-059
 DX3676  HISTORY     - 1988     GOOD             NGS
 DX3676  HISTORY     - 20040201 GOOD             GEOCAC
 DX3676
 DX3676                          STATION DESCRIPTION
 DX3676
 DX3676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3676'1.1 KM (0.70 MI) NORTH FROM OLIVE.
 DX3676'1.1 KM (0.70 MI) NORTH ALONG ORANGE-OLIVE ROAD FROM THE INTERSECTION
 DX3676'OF LINCOLN AVENUE IN OLIVE, IN THE ATCHISON TOPEKA AND SANTA FE
 DX3676'RAILROAD BRIDGE OVER THE SANTA ANA RIVER, IN TOP OF THE SOUTH END OF
 DX3676'THE WEST WINGWALL OF THE SOUTH ABUTMENT OF THE BRIDGE, 39.3 M (128.9
 DX3676'FT) NORTH OF THE CENTERLINE OF RIVERDALE AVENUE, 1.8 M (5.9 FT) WEST
 DX3676'OF THE WEST RAIL.
 DX3676'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DX3676
 DX3676                          STATION RECOVERY (2004)
 DX3676
 DX3676'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX3676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8648 ***********************************************************************
 AB8648  DESIGNATION -  1 L 71 82
 AB8648  PID         -  AB8648
 AB8648  STATE/COUNTY-  CA/ORANGE
 AB8648  USGS QUAD   -  ANAHEIM (1981)
 AB8648
 AB8648                         *CURRENT SURVEY CONTROL
 AB8648  ___________________________________________________________________
 AB8648* NAD 83(1986)-  33 46 29.     (N)    117 53 25.     (W)     SCALED    
 AB8648* NAVD 88     -        37.032  (meters)     121.50   (feet)  ADJUSTED  
 AB8648  ___________________________________________________________________
 AB8648  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AB8648  DYNAMIC HT  -          36.993 (meters)     121.37  (feet)  COMP
 AB8648  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 AB8648
 AB8648  VERT ORDER  -  FIRST     CLASS II
 AB8648
 AB8648.The horizontal coordinates were scaled from a topographic map and have
 AB8648.an estimated accuracy of +/- 6 seconds.
 AB8648
 AB8648.The orthometric height was determined by differential leveling
 AB8648.and adjusted in February 1997.
 AB8648
 AB8648.The geoid height was determined by GEOID03.
 AB8648
 AB8648.The dynamic height is computed by dividing the NAVD 88
 AB8648.geopotential number by the normal gravity value computed on the
 AB8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8648.degrees latitude (g = 980.6199 gals.).
 AB8648
 AB8648.The modeled gravity was interpolated from observed gravity values.
 AB8648
 AB8648;                    North         East    Units  Estimated Accuracy
 AB8648;SPC CA 6     -   679,540.    1,848,070.      MT  (+/- 180 meters Scaled)
 AB8648
 AB8648                          SUPERSEDED SURVEY CONTROL
 AB8648
 AB8648.No superseded survey control is available for this station.
 AB8648
 AB8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT175375(NAD 83)
 AB8648_MARKER: DD = SURVEY DISK
 AB8648_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB8648_SP_SET: WINGWALL
 AB8648_STAMPING: 1L 71 82
 AB8648_MARK LOGO: CA-059
 AB8648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8648+STABILITY: SURFACE MOTION
 AB8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8648+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 AB8648
 AB8648  HISTORY     - Date     Condition        Report By
 AB8648  HISTORY     - 1982     MONUMENTED       CA-059
 AB8648  HISTORY     - 19940818 GOOD             MWDSC
 AB8648  HISTORY     - 20040302 GOOD             GEOCAC
 AB8648  HISTORY     - 20070408 GOOD             GEOCAC
 AB8648
 AB8648                          STATION DESCRIPTION
 AB8648
 AB8648'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8648'ORANGE, NEAR INTERSECTION OF MEMORY LANE (GARDEN GROVE BLVD) AND THE
 AB8648'CITY DRIVE, ON NORTHERLY SIDE OF MEMORY LANE, ON NORTHERLY WINGWALL OF
 AB8648'WEST END OF BRIDGE, 0.1 MILES (0.2 KM) EAST OF CENTERLINE OF THE CITY
 AB8648'DRIVE, 36 FEET (11.0 M) NORTH OF CENTERLINE OF MEMORY LANE, FLUSH IN
 AB8648'TOP OF SOUTHERLY END OF 4 FEET (1.2 M) BY 1 FOOT (0.3 M) CONCRETE
 AB8648'WINGWALL, A 4 INCH ORANGE COUNTY SURVEYOR ALUMINUM DISK STAMPED 1L 71
 AB8648'82.  NEAR OCF STA 1450+00 REFERENCE MWD FB 2011 03 065.
 AB8648
 AB8648                          STATION RECOVERY (2004)
 AB8648
 AB8648'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 AB8648'RECOVERED IN GOOD CONDITION.
 AB8648
 AB8648                          STATION RECOVERY (2007)
 AB8648
 AB8648'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 AB8648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2438 ***********************************************************************
 DY2438  DESIGNATION -  1 LA CO
 DY2438  PID         -  DY2438
 DY2438  STATE/COUNTY-  CA/LOS ANGELES
 DY2438  USGS QUAD   -  INGLEWOOD (1981)
 DY2438
 DY2438                         *CURRENT SURVEY CONTROL
 DY2438  ___________________________________________________________________
 DY2438* NAD 83(1986)-  33 58 34.     (N)    118 21 24.     (W)     SCALED    
 DY2438* NAVD 88     -        43.25   (+/-2cm)     141.9    (feet)  VERTCON   
 DY2438  ___________________________________________________________________
 DY2438  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY2438  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY2438
 DY2438.The horizontal coordinates were scaled from a topographic map and have
 DY2438.an estimated accuracy of +/- 6 seconds.
 DY2438
 DY2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2438.The vertical order pertains to the NGVD 29 superseded value.
 DY2438
 DY2438.The geoid height was determined by GEOID03.
 DY2438
 DY2438;                    North         East    Units  Estimated Accuracy
 DY2438;SPC CA 5     -   552,870.    1,967,040.      MT  (+/- 180 meters Scaled)
 DY2438
 DY2438                          SUPERSEDED SURVEY CONTROL
 DY2438
 DY2438  NGVD 29 (??/??/92)   42.494  (m)          139.42   (f) ADJ UNCH    1 2
 DY2438
 DY2438.Superseded values are not recommended for survey control.
 DY2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2438.See file dsdata.txt to determine how the superseded data were derived.
 DY2438
 DY2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT746603(NAD 83)
 DY2438_MARKER: S = SPIKE
 DY2438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2438_SP_SET: CATCH BASIN
 DY2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2438
 DY2438  HISTORY     - Date     Condition        Report By
 DY2438  HISTORY     - UNK      MONUMENTED       CA1980
 DY2438  HISTORY     - 1964     GOOD             NGS
 DY2438
 DY2438                          STATION DESCRIPTION
 DY2438
 DY2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY2438'AT LOS ANGELES.
 DY2438'AT LOS ANGELES, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY2438'CENTINELA AVENUE AND MARKET STREET, IN THE TOP OF THE NORTHEAST
 DY2438'CORNER OF A CATCH BASIN, 16.7 FEET EAST OF THE EAST CURB OF THE
 DY2438'STREET, 3.4 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 6 1/2
 DY2438'FEET WEST OF A FIRE HYDRANT, 2 FEET EAST OF A POWER LINE BRACE
 DY2438'POLE 138827E, AND ABOUT 0.5 FOOT HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2675 ***********************************************************************
 EV2675  DESIGNATION -  1 LA CO
 EV2675  PID         -  EV2675
 EV2675  STATE/COUNTY-  CA/LOS ANGELES
 EV2675  USGS QUAD   -  VALYERMO (1995)
 EV2675
 EV2675                         *CURRENT SURVEY CONTROL
 EV2675  ___________________________________________________________________
 EV2675* NAD 83(1986)-  34 29 01.     (N)    117 45 55.     (W)     SCALED    
 EV2675* NAVD 88     -      1102.139  (meters)    3615.93   (feet)  READJUSTED
 EV2675  ___________________________________________________________________
 EV2675  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2675  DYNAMIC HT  -        1100.780 (meters)    3611.48  (feet)  COMP
 EV2675  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 EV2675
 EV2675  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2675
 EV2675.The horizontal coordinates were scaled from a topographic map and have
 EV2675.an estimated accuracy of +/- 6 seconds.
 EV2675
 EV2675.The orthometric height was determined by differential leveling
 EV2675.and adjusted in February 1993.
 EV2675.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2675.distribution rate of 0.0 thru 1.0 mm/km.
 EV2675.The height was derived from older observations constrained to new
 EV2675.heights in a crustal motion area.  The height is approximate in
 EV2675.relation to other heights in its vicinity.
 EV2675
 EV2675.The geoid height was determined by GEOID03.
 EV2675
 EV2675.The dynamic height is computed by dividing the NAVD 88
 EV2675.geopotential number by the normal gravity value computed on the
 EV2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2675.degrees latitude (g = 980.6199 gals.).
 EV2675
 EV2675.The modeled gravity was interpolated from observed gravity values.
 EV2675
 EV2675;                    North         East    Units  Estimated Accuracy
 EV2675;SPC CA 5     -   609,130.    2,021,560.      MT  (+/- 180 meters Scaled)
 EV2675
 EV2675                          SUPERSEDED SURVEY CONTROL
 EV2675
 EV2675  NGVD 29 (??/??/92) 1101.200  (m)         3612.85   (f) ADJ UNCH    1 1
 EV2675
 EV2675.Superseded values are not recommended for survey control.
 EV2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2675.See file dsdata.txt to determine how the superseded data were derived.
 EV2675
 EV2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU297160(NAD 83)
 EV2675_MARKER: DD = SURVEY DISK
 EV2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2675_STAMPING: B M 1 1963
 EV2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2675+STABILITY: SURFACE MOTION
 EV2675
 EV2675  HISTORY     - Date     Condition        Report By
 EV2675  HISTORY     - 1963     MONUMENTED       CA-037
 EV2675  HISTORY     - 1971     GOOD             NGS
 EV2675  HISTORY     - 1977     GOOD             NGS
 EV2675
 EV2675                          STATION DESCRIPTION
 EV2675
 EV2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2675'4.3 MI SE FROM LLANO.
 EV2675'3.3 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2675'LLANO, THENCE 1.0 MILE SOUTH ALONG LARGO VISTA ROAD, 3 1/4 POLES
 EV2675'SOUTH OF A POWER POLE BEARING A TRANSFORMER AND RESIDENCE NO.
 EV2675'32905 LARGO VISTA ROAD, 48 1/2 FEET WEST OF THE CENTER LINE OF
 EV2675'THE ROAD, 51 1/2 FEET SOUTH-SOUTHWEST OF POWER POLE X5052E, 1.6
 EV2675'FEET EAST OF A COUNTY IRON POST WITNESS POST, ABOUT 2 1/2 FEET
 EV2675'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EV2675'0.8 FOOT UNDERGROUND.  ACCESS TO THE MARK IS THRU THE REMOVAL OF
 EV2675'A TRIANGULAR STEEL COVER.  SECTION 36, T5N, R9W
 EV2675
 EV2675                          STATION RECOVERY (1977)
 EV2675
 EV2675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0352 ***********************************************************************
 LU0352  DESIGNATION -  1 LEM USGS
 LU0352  PID         -  LU0352
 LU0352  STATE/COUNTY-  CA/TEHAMA
 LU0352  USGS QUAD   -  BLOSSOM (1969)
 LU0352
 LU0352                         *CURRENT SURVEY CONTROL
 LU0352  ___________________________________________________________________
 LU0352* NAD 83(1986)-  40 13 27.     (N)    122 28 50.     (W)     SCALED    
 LU0352* NAVD 88     -       281.18   (+/-2cm)     922.5    (feet)  VERTCON   
 LU0352  ___________________________________________________________________
 LU0352  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LU0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0352
 LU0352.The horizontal coordinates were scaled from a topographic map and have
 LU0352.an estimated accuracy of +/- 6 seconds.
 LU0352
 LU0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0352.The vertical order pertains to the NGVD 29 superseded value.
 LU0352
 LU0352.The geoid height was determined by GEOID03.
 LU0352
 LU0352;                    North         East    Units  Estimated Accuracy
 LU0352;SPC CA 1     -   599,030.    1,959,100.      MT  (+/- 180 meters Scaled)
 LU0352
 LU0352                          SUPERSEDED SURVEY CONTROL
 LU0352
 LU0352  NGVD 29 (??/??/92)  280.371  (m)          919.85   (f) ADJ UNCH    2 0
 LU0352
 LU0352.Superseded values are not recommended for survey control.
 LU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0352.See file dsdata.txt to determine how the superseded data were derived.
 LU0352
 LU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK441527(NAD 83)
 LU0352_MARKER: DD = SURVEY DISK
 LU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0352_STAMPING: 1 LEM 920 1945
 LU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0352+STABILITY: SURFACE MOTION
 LU0352
 LU0352  HISTORY     - Date     Condition        Report By
 LU0352  HISTORY     - 1945     MONUMENTED       USGS
 LU0352  HISTORY     - 1948     GOOD             NGS
 LU0352
 LU0352                          STATION DESCRIPTION
 LU0352
 LU0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0352'6 MI SE FROM BAKER FIRE CAMP.
 LU0352'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE
 LU0352'CAMP, THENCE 1.0 MILE SOUTHWEST ALONG A COUNTY DIRT ROAD, 0.2
 LU0352'MILE NORTH OF A CATTLE GUARD, 51 FEET EAST OF THE CENTER LINE OF
 LU0352'THE ROAD, 39 FEET SOUTHEAST OF AN 8-INCH OAK TREE MARKED BY THE
 LU0352'WHITE PAINTED LETTERS BM, 3.0 FEET SOUTHWEST OF A WITNESS POST,
 LU0352'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 LU0352'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0633 ***********************************************************************
 DX0633  DESIGNATION -  1 M
 DX0633  PID         -  DX0633
 DX0633  STATE/COUNTY-  CA/RIVERSIDE
 DX0633  USGS QUAD   -  THERMAL CANYON (1972)
 DX0633
 DX0633                         *CURRENT SURVEY CONTROL
 DX0633  ___________________________________________________________________
 DX0633* NAD 83(1986)-  33 42 53.     (N)    116 02 06.     (W)     SCALED    
 DX0633* NAVD 88     -       436.80   (+/-2cm)    1433.1    (feet)  VERTCON   
 DX0633  ___________________________________________________________________
 DX0633  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DX0633  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0633
 DX0633.The horizontal coordinates were scaled from a topographic map and have
 DX0633.an estimated accuracy of +/- 6 seconds.
 DX0633
 DX0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0633.The vertical order pertains to the NGVD 29 superseded value.
 DX0633
 DX0633.The geoid height was determined by GEOID03.
 DX0633
 DX0633;                    North         East    Units  Estimated Accuracy
 DX0633;SPC CA 6     -   671,710.    2,019,930.      MT  (+/- 180 meters Scaled)
 DX0633
 DX0633                          SUPERSEDED SURVEY CONTROL
 DX0633
 DX0633  NGVD 29 (??/??/??)  436.099  (m)         1430.77   (f) ADJUSTED    1 2
 DX0633
 DX0633.Superseded values are not recommended for survey control.
 DX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0633.See file dsdata.txt to determine how the superseded data were derived.
 DX0633
 DX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT894309(NAD 83)
 DX0633_MARKER: DD = SURVEY DISK
 DX0633_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0633_SP_SET: UNSPECIFIED ROCK
 DX0633_STAMPING: 1 M
 DX0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0633
 DX0633  HISTORY     - Date     Condition        Report By
 DX0633  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0633  HISTORY     - 1931     GOOD             MWDSC
 DX0633
 DX0633                          STATION DESCRIPTION
 DX0633
 DX0633'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0633'14.2 MI E FROM INDIO.
 DX0633'4.8 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0633'OF THE FARGO CANYON ROAD, ON THE SOUTH SLOPE OF A ROCKY RIDGE,
 DX0633'ABOUT 300 FEET NORTH OF THE ROAD, AND IN ROCK.  A METROPOLITAN
 DX0633'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0633'1 M AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0320 ***********************************************************************
 MW0320  DESIGNATION -  1 M USGS
 MW0320  PID         -  MW0320
 MW0320  STATE/COUNTY-  CA/SHASTA
 MW0320  USGS QUAD   -  FALL RIVER MILLS (1995)
 MW0320
 MW0320                         *CURRENT SURVEY CONTROL
 MW0320  ___________________________________________________________________
 MW0320* NAD 83(1986)-  41 00 10.     (N)    121 26 19.     (W)     SCALED    
 MW0320* NAVD 88     -      1009.169  (meters)    3310.92   (feet)  ADJUSTED  
 MW0320  ___________________________________________________________________
 MW0320  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 MW0320  DYNAMIC HT  -        1008.490 (meters)    3308.69  (feet)  COMP
 MW0320  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 MW0320
 MW0320  VERT ORDER  -  FIRST     CLASS II
 MW0320
 MW0320.The horizontal coordinates were scaled from a topographic map and have
 MW0320.an estimated accuracy of +/- 6 seconds.
 MW0320
 MW0320.The orthometric height was determined by differential leveling
 MW0320.and adjusted in June 1991.
 MW0320
 MW0320.The geoid height was determined by GEOID03.
 MW0320
 MW0320.The dynamic height is computed by dividing the NAVD 88
 MW0320.geopotential number by the normal gravity value computed on the
 MW0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0320.degrees latitude (g = 980.6199 gals.).
 MW0320
 MW0320.The modeled gravity was interpolated from observed gravity values.
 MW0320
 MW0320;                    North         East    Units  Estimated Accuracy
 MW0320;SPC CA 1     -   685,520.    2,047,230.      MT  (+/- 180 meters Scaled)
 MW0320
 MW0320                          SUPERSEDED SURVEY CONTROL
 MW0320
 MW0320  NGVD 29 (??/??/??) 1008.221  (m)         3307.81   (f) ADJUSTED    1 2
 MW0320
 MW0320.Superseded values are not recommended for survey control.
 MW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0320.See file dsdata.txt to determine how the superseded data were derived.
 MW0320
 MW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL313402(NAD 83)
 MW0320_MARKER: DD = SURVEY DISK
 MW0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MW0320_SP_SET: BUILDING
 MW0320_STAMPING: 3307.661 1 M 1932
 MW0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MW0320
 MW0320  HISTORY     - Date     Condition        Report By
 MW0320  HISTORY     - 1932     MONUMENTED       USGS
 MW0320  HISTORY     - 1936     GOOD             NGS
 MW0320  HISTORY     - 1986     GOOD             USPSQD
 MW0320
 MW0320                          STATION DESCRIPTION
 MW0320
 MW0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0320'AT FALL RIVER MILLS.
 MW0320'AT FALL RIVER MILLS, SHASTA COUNTY, AND AT THE NORTH ENTRANCE TO
 MW0320'THE ROBT. SUMMERS BUILDING (OCCUPIED IN 1935 BY THE FALL RIVER
 MW0320'TIDINGS NEWSPAPER).  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MW0320'DISK, STAMPED 3307.661 1 M 1932.
 MW0320
 MW0320                          STATION RECOVERY (1986)
 MW0320
 MW0320'RECOVERY NOTE BY US POWER SQUADRON 1986 (JS)
 MW0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6318 ***********************************************************************
 DH6318  DESIGNATION -  1 MEN 100.38
 DH6318  PID         -  DH6318
 DH6318  STATE/COUNTY-  CA/MENDOCINO
 DH6318  USGS QUAD   -  HALES GROVE (1994)
 DH6318
 DH6318                         *CURRENT SURVEY CONTROL
 DH6318  ___________________________________________________________________
 DH6318* NAD 83(2007)-  39 51 27.57754(N)    123 45 46.84091(W)     ADJUSTED  
 DH6318* NAVD 88     -       571.3    (meters)    1874.     (feet)  GPS OBS   
 DH6318  ___________________________________________________________________
 DH6318  EPOCH DATE  -        2007.00
 DH6318  X           -  -2,725,034.855 (meters)                     COMP
 DH6318  Y           -  -4,076,298.641 (meters)                     COMP
 DH6318  Z           -   4,066,212.867 (meters)                     COMP
 DH6318  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 DH6318  ELLIP HEIGHT-         541.121 (meters)          (02/10/07) ADJUSTED
 DH6318  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DH6318
 DH6318  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6318  Type    PID    Designation                      North   East  Ellip
 DH6318  -------------------------------------------------------------------
 DH6318  NETWORK DH6318 1 MEN 100.38                      1.53   1.41   3.98
 DH6318  -------------------------------------------------------------------
 DH6318
 DH6318.The horizontal coordinates were established by GPS observations
 DH6318.and adjusted by the National Geodetic Survey in February 2007.
 DH6318
 DH6318.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6318.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6318.The horizontal coordinates are valid at the epoch date displayed above.
 DH6318.The epoch date for horizontal control is a decimal equivalence
 DH6318.of Year/Month/Day.
 DH6318
 DH6318.The orthometric height was determined by GPS observations and a
 DH6318.high-resolution geoid model.
 DH6318
 DH6318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6318
 DH6318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6318
 DH6318.The ellipsoidal height was determined by GPS observations
 DH6318.and is referenced to NAD 83.
 DH6318
 DH6318.The geoid height was determined by GEOID03.
 DH6318
 DH6318;                    North         East     Units Scale Factor Converg.
 DH6318;SPC CA 2     -   744,685.437 1,849,146.141   MT  1.00000565   -1 06 41.5
 DH6318;SPC CA 2     - 2,443,188.80  6,066,740.30   sFT  1.00000565   -1 06 41.5
 DH6318;UTM  10      - 4,412,237.633   434,734.198   MT  0.99965244   -0 29 20.5
 DH6318
 DH6318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6318!SPC CA 2     -   0.99991512  x   1.00000565  =   0.99992077
 DH6318!UTM  10      -   0.99991512  x   0.99965244  =   0.99956759
 DH6318
 DH6318                          SUPERSEDED SURVEY CONTROL
 DH6318
 DH6318  NAD 83(1998)-  39 51 27.57572(N)    123 45 46.84112(W) AD(2004.69) B
 DH6318  ELLIP H (09/28/05)  541.176  (m)                       GP(       ) 4 1
 DH6318
 DH6318.Superseded values are not recommended for survey control.
 DH6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6318.See file dsdata.txt to determine how the superseded data were derived.
 DH6318
 DH6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3473412238(NAD 83)
 DH6318_MARKER: DD = SURVEY DISK
 DH6318_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6318_STAMPING: 001 MEN 100.38
 DH6318_MARK LOGO: CSRC  
 DH6318_PROJECTION: FLUSH
 DH6318_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6318+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6318_ROD/PIPE-DEPTH: 4.3  meters
 DH6318
 DH6318  HISTORY     - Date     Condition        Report By
 DH6318  HISTORY     - 20040828 MONUMENTED       CADT
 DH6318
 DH6318                          STATION DESCRIPTION
 DH6318
 DH6318'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6318'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 20.4 KM
 DH6318'(12.6 MI)  NORTHEASTERLY OF ROCKPORT ALONG U.S. HIGHWAY 1 AND 8.4 KM
 DH6318'(5.2 MI) SOUTHWESTERLY OF  LEGGETT.
 DH6318' 
 DH6318'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 101, IN
 DH6318'LEGGETT, PROCEED  8.4 KM (5.2 MI) SOUTHWESTERLY ALONG HIGHWAY 1 TO
 DH6318'POST MILE 100.38  AND THE STATION ON THE  RIGHT IN A LARGE TURN-OUT ON
 DH6318'THE NORTHWESTERLY SIDE OF HIGHWAY 1.
 DH6318' 
 DH6318'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6318'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M WEST OF A STEEL FENCE
 DH6318'POST AND CARSONITE MARKER, 65.9 M  NORTHWEST OF THE CENTERLINE OF THE
 DH6318'HIGHWAY AT THE WEST EDGE OF THE TURN-OUT,  62.3 M NORTHWESTERLY OF THE
 DH6318'EDGE OF PAVEMENT OF THE HIGHWAY,  AND 1.4 M EAST OF THE   WESTERLY TOP
 DH6318'OF SLOPE OF THE TURN-OUT.
 DH6318' 
 DH6318'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6318'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6318'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6318'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6318'EUREKA.
 DH6318' 
 DH6318'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6318'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6313 ***********************************************************************
 DH6313  DESIGNATION -  1 MEN 23.46
 DH6313  PID         -  DH6313
 DH6313  STATE/COUNTY-  CA/MENDOCINO
 DH6313  USGS QUAD   -  MALLO PASS CREEK (1977)
 DH6313
 DH6313                         *CURRENT SURVEY CONTROL
 DH6313  ___________________________________________________________________
 DH6313* NAD 83(2007)-  39 00 33.43358(N)    123 41 16.32828(W)     ADJUSTED  
 DH6313* NAVD 88     -        60.3    (meters)     198.     (feet)  GPS OBS   
 DH6313  ___________________________________________________________________
 DH6313  EPOCH DATE  -        2007.00
 DH6313  X           -  -2,752,652.552 (meters)                     COMP
 DH6313  Y           -  -4,129,322.129 (meters)                     COMP
 DH6313  Z           -   3,993,136.178 (meters)                     COMP
 DH6313  LAPLACE CORR-          12.44  (seconds)                    DEFLEC99
 DH6313  ELLIP HEIGHT-          28.533 (meters)          (02/10/07) ADJUSTED
 DH6313  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DH6313
 DH6313  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6313  Type    PID    Designation                      North   East  Ellip
 DH6313  -------------------------------------------------------------------
 DH6313  NETWORK DH6313 1 MEN 23.46                       1.74   1.59   4.00
 DH6313  -------------------------------------------------------------------
 DH6313
 DH6313.The horizontal coordinates were established by GPS observations
 DH6313.and adjusted by the National Geodetic Survey in February 2007.
 DH6313
 DH6313.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6313.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6313.The horizontal coordinates are valid at the epoch date displayed above.
 DH6313.The epoch date for horizontal control is a decimal equivalence
 DH6313.of Year/Month/Day.
 DH6313
 DH6313.The orthometric height was determined by GPS observations and a
 DH6313.high-resolution geoid model.
 DH6313
 DH6313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6313
 DH6313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6313
 DH6313.The ellipsoidal height was determined by GPS observations
 DH6313.and is referenced to NAD 83.
 DH6313
 DH6313.The geoid height was determined by GEOID03.
 DH6313
 DH6313;                    North         East     Units Scale Factor Converg.
 DH6313;SPC CA 2     -   650,395.435 1,853,825.850   MT  0.99991553   -1 03 50.9
 DH6313;SPC CA 2     - 2,133,839.02  6,082,093.64   sFT  0.99991553   -1 03 50.9
 DH6313;UTM  10      - 4,318,032.220   440,443.707   MT  0.99964367   -0 25 58.8
 DH6313
 DH6313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6313!SPC CA 2     -   0.99999552  x   0.99991553  =   0.99991105
 DH6313!UTM  10      -   0.99999552  x   0.99964367  =   0.99963919
 DH6313
 DH6313                          SUPERSEDED SURVEY CONTROL
 DH6313
 DH6313  NAD 83(1998)-  39 00 33.43051(N)    123 41 16.32501(W) AD(2004.69) B
 DH6313  ELLIP H (09/28/05)   28.541  (m)                       GP(       ) 4 1
 DH6313
 DH6313.Superseded values are not recommended for survey control.
 DH6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6313.See file dsdata.txt to determine how the superseded data were derived.
 DH6313
 DH6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4044418032(NAD 83)
 DH6313_MARKER: DD = SURVEY DISK
 DH6313_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6313_STAMPING: 001 MEN 23.46
 DH6313_MARK LOGO: CSRC  
 DH6313_PROJECTION: FLUSH
 DH6313_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6313+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 DH6313_ROD/PIPE-DEPTH: 14.2 meters
 DH6313
 DH6313  HISTORY     - Date     Condition        Report By
 DH6313  HISTORY     - 20040920 MONUMENTED       CADT
 DH6313
 DH6313                          STATION DESCRIPTION
 DH6313
 DH6313'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6313'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 4.9 KM (3.0
 DH6313'MI) NORTHERLY  ALONG U.S. HIGHWAY 1 FROM MANCHESTER AND 17.8 KM (11.0
 DH6313'MI) SOUTHERLY OF ELK.
 DH6313' 
 DH6313'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND MOUNTAIN
 DH6313'VIEW ROAD,  WHICH IS 1.8 KM (1.1 MI) SOUTH OF  MANCHESTER, PROCEED
 DH6313'6.67 KM (4.12 MI) NORTHERLY ALONG  HIGHWAY 1 TO A LARGE TURN-OUT AT
 DH6313'POST MILE 23.46 AND THE STATION ON THE RIGHT.
 DH6313' 
 DH6313'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6313'SET IN CONCRETE  FLUSH WITH THE GROUND. 1.4 M EAST OF  A STEEL FENCE
 DH6313'POST AND CARSONITE MARKER, 14.7 M  EAST OF THE CENTERLINE OF THE
 DH6313'HIGHWAY, 28.1 M WEST A POWER POLE, AND 11.3 M EAST OF THE  EDGE OF
 DH6313'PAVEMENT OF HIGHWAY 1.
 DH6313' 
 DH6313'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6313'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6313'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6313'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6313'EUREKA.
 DH6313' 
 DH6313'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6313'MODERNIZATION SURVEY  OF 2004.T
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6310 ***********************************************************************
 DH6310  DESIGNATION -  1 MEN 37.38
 DH6310  PID         -  DH6310
 DH6310  STATE/COUNTY-  CA/MENDOCINO
 DH6310  USGS QUAD   -  ELK (1960)
 DH6310
 DH6310                         *CURRENT SURVEY CONTROL
 DH6310  ___________________________________________________________________
 DH6310* NAD 83(2007)-  39 09 52.66597(N)    123 44 21.55819(W)     ADJUSTED  
 DH6310* NAVD 88     -        77.1    (meters)     253.     (feet)  GPS OBS   
 DH6310  ___________________________________________________________________
 DH6310  EPOCH DATE  -        2007.00
 DH6310  X           -  -2,750,327.697 (meters)                     COMP
 DH6310  Y           -  -4,117,817.421 (meters)                     COMP
 DH6310  Z           -   4,006,532.857 (meters)                     COMP
 DH6310  LAPLACE CORR-          11.14  (seconds)                    DEFLEC99
 DH6310  ELLIP HEIGHT-          45.498 (meters)          (02/10/07) ADJUSTED
 DH6310  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DH6310
 DH6310  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6310  Type    PID    Designation                      North   East  Ellip
 DH6310  -------------------------------------------------------------------
 DH6310  NETWORK DH6310 1 MEN 37.38                       1.33   1.29   3.57
 DH6310  -------------------------------------------------------------------
 DH6310
 DH6310.The horizontal coordinates were established by GPS observations
 DH6310.and adjusted by the National Geodetic Survey in February 2007.
 DH6310
 DH6310.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6310.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6310.The horizontal coordinates are valid at the epoch date displayed above.
 DH6310.The epoch date for horizontal control is a decimal equivalence
 DH6310.of Year/Month/Day.
 DH6310
 DH6310.The orthometric height was determined by GPS observations and a
 DH6310.high-resolution geoid model.
 DH6310
 DH6310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6310
 DH6310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6310
 DH6310.The ellipsoidal height was determined by GPS observations
 DH6310.and is referenced to NAD 83.
 DH6310
 DH6310.The geoid height was determined by GEOID03.
 DH6310
 DH6310;                    North         East     Units Scale Factor Converg.
 DH6310;SPC CA 2     -   667,720.493 1,849,700.452   MT  0.99991564   -1 05 47.7
 DH6310;SPC CA 2     - 2,190,679.65  6,068,558.90   sFT  0.99991564   -1 05 47.7
 DH6310;UTM  10      - 4,335,306.206   436,129.093   MT  0.99965023   -0 28 01.0
 DH6310
 DH6310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6310!SPC CA 2     -   0.99999286  x   0.99991564  =   0.99990850
 DH6310!UTM  10      -   0.99999286  x   0.99965023  =   0.99964309
 DH6310
 DH6310                          SUPERSEDED SURVEY CONTROL
 DH6310
 DH6310  NAD 83(1998)-  39 09 52.66291(N)    123 44 21.55534(W) AD(2004.69) B
 DH6310  ELLIP H (09/28/05)   45.510  (m)                       GP(       ) 4 1
 DH6310
 DH6310.Superseded values are not recommended for survey control.
 DH6310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6310.See file dsdata.txt to determine how the superseded data were derived.
 DH6310
 DH6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3612935306(NAD 83)
 DH6310_MARKER: DD = SURVEY DISK
 DH6310_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6310+WITH SETTING: INFORMATION.
 DH6310_STAMPING: 001 MEN 37.38
 DH6310_MARK LOGO: CSRC  
 DH6310_PROJECTION: FLUSH
 DH6310_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6310+STABILITY: SURFACE MOTION
 DH6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6310+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6310_ROD/PIPE-DEPTH: 2.3  meters
 DH6310
 DH6310  HISTORY     - Date     Condition        Report By
 DH6310  HISTORY     - 20040828 MONUMENTED       CADT
 DH6310
 DH6310                          STATION DESCRIPTION
 DH6310
 DH6310'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6310'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 4.9 KM (3.0
 DH6310'MI) NORTHERLY  ALONG U.S. HIGHWAY 1 FROM THE TOWN OF ELK AND 4.7 KM
 DH6310'(2.9 MI) SOUTHERLY OF THE JUNCTION OF  U.S. HIGHWAYS 1 AND 128.
 DH6310' 
 DH6310'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 128
 DH6310'PROCEED 2.07 KM (1.28  MI) SOUTHERLY ALONG HIGHWAY 1 TO POST MILE
 DH6310'37.38 AND THE STATION ON THE RIGHT.
 DH6310' 
 DH6310'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6310'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6310'POST AND CARSONITE MARKER, 43.7 M  SOUTHEAST OF A POWER POLE, 2.0 M
 DH6310'SOUTHEAST OF  A CAL DOT BRASS CAP IN CONCRETE, AND 9.0 M  WEST FROM
 DH6310'THE CENTERLINE OF HIGHWAY 1.
 DH6310' 
 DH6310'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6310'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6310'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6310'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6310'EUREKA.
 DH6310' 
 DH6310'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6310'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6309 ***********************************************************************
 DH6309  DESIGNATION -  1 MEN 42.35
 DH6309  PID         -  DH6309
 DH6309  STATE/COUNTY-  CA/MENDOCINO
 DH6309  USGS QUAD   -  ELK (1960)
 DH6309
 DH6309                         *CURRENT SURVEY CONTROL
 DH6309  ___________________________________________________________________
 DH6309* NAD 83(2007)-  39 12 02.62736(N)    123 44 54.07829(W)     ADJUSTED  
 DH6309* NAVD 88     -       138.1    (meters)     453.     (feet)  GPS OBS   
 DH6309  ___________________________________________________________________
 DH6309  EPOCH DATE  -        2007.00
 DH6309  X           -  -2,749,596.472 (meters)                     COMP
 DH6309  Y           -  -4,115,317.684 (meters)                     COMP
 DH6309  Z           -   4,009,678.113 (meters)                     COMP
 DH6309  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 DH6309  ELLIP HEIGHT-         106.609 (meters)          (02/10/07) ADJUSTED
 DH6309  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DH6309
 DH6309  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6309  Type    PID    Designation                      North   East  Ellip
 DH6309  -------------------------------------------------------------------
 DH6309  NETWORK DH6309 1 MEN 42.35                       1.29   1.27   3.47
 DH6309  -------------------------------------------------------------------
 DH6309
 DH6309.The horizontal coordinates were established by GPS observations
 DH6309.and adjusted by the National Geodetic Survey in February 2007.
 DH6309
 DH6309.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6309.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6309.The horizontal coordinates are valid at the epoch date displayed above.
 DH6309.The epoch date for horizontal control is a decimal equivalence
 DH6309.of Year/Month/Day.
 DH6309
 DH6309.The orthometric height was determined by GPS observations and a
 DH6309.high-resolution geoid model.
 DH6309
 DH6309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6309
 DH6309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6309
 DH6309.The ellipsoidal height was determined by GPS observations
 DH6309.and is referenced to NAD 83.
 DH6309
 DH6309.The geoid height was determined by GEOID03.
 DH6309
 DH6309;                    North         East     Units Scale Factor Converg.
 DH6309;SPC CA 2     -   671,742.222 1,848,997.043   MT  0.99991672   -1 06 08.2
 DH6309;SPC CA 2     - 2,203,874.27  6,066,251.13   sFT  0.99991672   -1 06 08.2
 DH6309;UTM  10      - 4,339,318.899   435,381.742   MT  0.99965141   -0 28 22.8
 DH6309
 DH6309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6309!SPC CA 2     -   0.99998327  x   0.99991672  =   0.99990000
 DH6309!UTM  10      -   0.99998327  x   0.99965141  =   0.99963469
 DH6309
 DH6309                          SUPERSEDED SURVEY CONTROL
 DH6309
 DH6309  NAD 83(1998)-  39 12 02.62431(N)    123 44 54.07551(W) AD(2004.69) B
 DH6309  ELLIP H (09/28/05)  106.625  (m)                       GP(       ) 4 1
 DH6309
 DH6309.Superseded values are not recommended for survey control.
 DH6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6309.See file dsdata.txt to determine how the superseded data were derived.
 DH6309
 DH6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3538239319(NAD 83)
 DH6309_MARKER: DD = SURVEY DISK
 DH6309_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6309_STAMPING: 001 MEN 42.35
 DH6309_MARK LOGO: CSRC  
 DH6309_PROJECTION: FLUSH
 DH6309_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6309+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6309_ROD/PIPE-DEPTH: 3.2  meters
 DH6309
 DH6309  HISTORY     - Date     Condition        Report By
 DH6309  HISTORY     - 20040828 MONUMENTED       CADT
 DH6309
 DH6309                          STATION DESCRIPTION
 DH6309
 DH6309'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6309'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 3.1 KM (1.9
 DH6309'MI) SOUTHERLY  ALONG U.S. HIGHWAY 1 FROM ALBION,1.8 KM (1.1 MI) EAST
 DH6309'OF HIGHWAY 1 ON NAVARRO RIDGE ROAD,  AND 14.4 KM (8.9 MI)
 DH6309'NORTHEASTERLY OF THE TOWN OF ELK.
 DH6309' 
 DH6309'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 128  AND 1
 DH6309'PROCEED 3.36 KM (2.08  MI) NORTH ALONG HIGHWAY 1 TO NAVARRO RIDGE
 DH6309'ROAD. TURN RIGHT AND PROCEED 1.78 KM (1.1 MI)  EASTERLY ALONG NAVARRO
 DH6309'RIDGE ROAD TO A GRAVEL ROAD ON THE NORTH SIDE OF THE ROAD AND  THE
 DH6309'STATION.
 DH6309' 
 DH6309'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6309'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M NORTH OF A STEEL FENCE
 DH6309'POST AND CARSONITE MARKER, 2.4 M  EAST OF A 4IN X 4IN FENCE CORNER
 DH6309'POST, 8.4 M NORTHERLY OF THE CENTERLINE OF NAVARRO  RIDGE ROAD, AND
 DH6309'24.8 M WESTERLY OF THE CENTERLINE OF THE GRAVEL ROAD.     THE STATION
 DH6309'IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION
 DH6309'(CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN ENCROACHMENT
 DH6309'PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN AN
 DH6309'ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN EUREKA.
 DH6309' 
 DH6309'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6309'MODERNIZATION  PROJECT OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6308 ***********************************************************************
 DH6308  DESIGNATION -  1 MEN 47.83
 DH6308  PID         -  DH6308
 DH6308  STATE/COUNTY-  CA/MENDOCINO
 DH6308  USGS QUAD   -  MENDOCINO (1978)
 DH6308
 DH6308                         *CURRENT SURVEY CONTROL
 DH6308  ___________________________________________________________________
 DH6308* NAD 83(2007)-  39 16 18.29314(N)    123 47 25.11509(W)     ADJUSTED  
 DH6308* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 DH6308  ___________________________________________________________________
 DH6308  EPOCH DATE  -        2007.00
 DH6308  X           -  -2,749,784.798 (meters)                     COMP
 DH6308  Y           -  -4,109,082.667 (meters)                     COMP
 DH6308  Z           -   4,015,710.477 (meters)                     COMP
 DH6308  LAPLACE CORR-          10.06  (seconds)                    DEFLEC99
 DH6308  ELLIP HEIGHT-         -11.234 (meters)          (02/10/07) ADJUSTED
 DH6308  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DH6308
 DH6308  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6308  Type    PID    Designation                      North   East  Ellip
 DH6308  -------------------------------------------------------------------
 DH6308  NETWORK DH6308 1 MEN 47.83                       1.51   1.43   3.67
 DH6308  -------------------------------------------------------------------
 DH6308
 DH6308.The horizontal coordinates were established by GPS observations
 DH6308.and adjusted by the National Geodetic Survey in February 2007.
 DH6308
 DH6308.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6308.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6308.The horizontal coordinates are valid at the epoch date displayed above.
 DH6308.The epoch date for horizontal control is a decimal equivalence
 DH6308.of Year/Month/Day.
 DH6308
 DH6308.The orthometric height was determined by GPS observations and a
 DH6308.high-resolution geoid model.
 DH6308
 DH6308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6308
 DH6308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6308
 DH6308.The ellipsoidal height was determined by GPS observations
 DH6308.and is referenced to NAD 83.
 DH6308
 DH6308.The geoid height was determined by GEOID03.
 DH6308
 DH6308;                    North         East     Units Scale Factor Converg.
 DH6308;SPC CA 2     -   679,695.044 1,845,529.243   MT  0.99991999   -1 07 43.4
 DH6308;SPC CA 2     - 2,229,966.16  6,054,873.86   sFT  0.99991999   -1 07 43.4
 DH6308;UTM  10      - 4,347,231.092   431,827.802   MT  0.99965722   -0 30 01.0
 DH6308
 DH6308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6308!SPC CA 2     -   1.00000176  x   0.99991999  =   0.99992175
 DH6308!UTM  10      -   1.00000176  x   0.99965722  =   0.99965898
 DH6308
 DH6308                          SUPERSEDED SURVEY CONTROL
 DH6308
 DH6308  NAD 83(1998)-  39 16 18.29016(N)    123 47 25.11244(W) AD(2004.69) B
 DH6308  ELLIP H (09/28/05)  -11.214  (m)                       GP(       ) 4 1
 DH6308
 DH6308.Superseded values are not recommended for survey control.
 DH6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6308.See file dsdata.txt to determine how the superseded data were derived.
 DH6308
 DH6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3182847231(NAD 83)
 DH6308_MARKER: DD = SURVEY DISK
 DH6308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6308+WITH SETTING: INFORMATION.
 DH6308_STAMPING: 001 MEN 47.83
 DH6308_MARK LOGO: CSRC  
 DH6308_PROJECTION: FLUSH
 DH6308_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6308+STABILITY: SURFACE MOTION
 DH6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6308+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6308_ROD/PIPE-DEPTH: 2.3  meters
 DH6308
 DH6308  HISTORY     - Date     Condition        Report By
 DH6308  HISTORY     - 20040828 MONUMENTED       CADT
 DH6308
 DH6308                          STATION DESCRIPTION
 DH6308
 DH6308'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6308'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 6.3 KM (3.9
 DH6308'MI) NORTHERLY OF  THE TOWN ALBION ALONG  U.S. HIGHWAY 1,  AND 0.3 KM
 DH6308'(0.2 MI) SOUTHERLY OF LITTLE RIVER.
 DH6308' 
 DH6308'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 128
 DH6308'PROCEED 12.0 KM (7.4 MI)  NORTHERLY ALONG HIGHWAY 1 TO POST MILE 47.83
 DH6308'AND THE STATION ON THE LEFT IN A LARGE  TURN OUT.
 DH6308' 
 DH6308'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6308'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6308'POST AND CARSONITE MARKER, 16.8 M  WEST OF THE CENTERLINE,  25.7 M
 DH6308'SOUTHEAST OF  A 24IN PINE, 3.8 M WESTERLY OF A GUARDRAIL,  AND 10.3 M
 DH6308'WEST OF THE  EDGE OF PAVEMENT.
 DH6308' 
 DH6308'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6308'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6308'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6308'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6308'EUREKA.
 DH6308' 
 DH6308'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6308'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6311 ***********************************************************************
 DH6311  DESIGNATION -  1 MEN 55.35
 DH6311  PID         -  DH6311
 DH6311  STATE/COUNTY-  CA/MENDOCINO
 DH6311  USGS QUAD   -  MENDOCINO (1978)
 DH6311
 DH6311                         *CURRENT SURVEY CONTROL
 DH6311  ___________________________________________________________________
 DH6311* NAD 83(2007)-  39 21 56.24903(N)    123 48 37.36917(W)     ADJUSTED  
 DH6311* NAVD 88     -        55.5    (meters)     182.     (feet)  GPS OBS   
 DH6311  ___________________________________________________________________
 DH6311  EPOCH DATE  -        2007.00
 DH6311  X           -  -2,747,564.509 (meters)                     COMP
 DH6311  Y           -  -4,102,654.783 (meters)                     COMP
 DH6311  Z           -   4,023,795.945 (meters)                     COMP
 DH6311  LAPLACE CORR-          10.12  (seconds)                    DEFLEC99
 DH6311  ELLIP HEIGHT-          24.109 (meters)          (02/10/07) ADJUSTED
 DH6311  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DH6311
 DH6311  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6311  Type    PID    Designation                      North   East  Ellip
 DH6311  -------------------------------------------------------------------
 DH6311  NETWORK DH6311 1 MEN 55.35                       2.12   1.76   4.17
 DH6311  -------------------------------------------------------------------
 DH6311
 DH6311.The horizontal coordinates were established by GPS observations
 DH6311.and adjusted by the National Geodetic Survey in February 2007.
 DH6311
 DH6311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6311.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6311.The horizontal coordinates are valid at the epoch date displayed above.
 DH6311.The epoch date for horizontal control is a decimal equivalence
 DH6311.of Year/Month/Day.
 DH6311
 DH6311.The orthometric height was determined by GPS observations and a
 DH6311.high-resolution geoid model.
 DH6311
 DH6311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6311
 DH6311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6311
 DH6311.The ellipsoidal height was determined by GPS observations
 DH6311.and is referenced to NAD 83.
 DH6311
 DH6311.The geoid height was determined by GEOID03.
 DH6311
 DH6311;                    North         East     Units Scale Factor Converg.
 DH6311;SPC CA 2     -   690,148.812 1,844,005.343   MT  0.99992666   -1 08 29.0
 DH6311;SPC CA 2     - 2,264,263.23  6,049,874.20   sFT  0.99992666   -1 08 29.0
 DH6311;UTM  10      - 4,357,664.772   430,189.865   MT  0.99966000   -0 30 50.5
 DH6311
 DH6311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6311!SPC CA 2     -   0.99999622  x   0.99992666  =   0.99992288
 DH6311!UTM  10      -   0.99999622  x   0.99966000  =   0.99965622
 DH6311
 DH6311                          SUPERSEDED SURVEY CONTROL
 DH6311
 DH6311  NAD 83(1998)-  39 21 56.24626(N)    123 48 37.36711(W) AD(2004.69) B
 DH6311  ELLIP H (09/28/05)   24.137  (m)                       GP(       ) 4 1
 DH6311
 DH6311.Superseded values are not recommended for survey control.
 DH6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6311.See file dsdata.txt to determine how the superseded data were derived.
 DH6311
 DH6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3019057665(NAD 83)
 DH6311_MARKER: DD = SURVEY DISK
 DH6311_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6311+WITH SETTING: INFORMATION.
 DH6311_STAMPING: 001 MEN 55.35
 DH6311_MARK LOGO: CSRC  
 DH6311_PROJECTION: FLUSH
 DH6311_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6311+STABILITY: SURFACE MOTION
 DH6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6311+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6311_ROD/PIPE-DEPTH: 1.9  meters
 DH6311
 DH6311  HISTORY     - Date     Condition        Report By
 DH6311  HISTORY     - 20040828 MONUMENTED       CADT
 DH6311
 DH6311                          STATION DESCRIPTION
 DH6311
 DH6311'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6311'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 11.8 KM
 DH6311'(7.3 MI) NORTH OF LITTLE  RIVER ALONG U.S. HIGHWAY 1 AND 7.1 KM (4.4
 DH6311'MI) SOUTH OF FORT BRAGG.
 DH6311' 
 DH6311'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20
 DH6311'PROCEED 7.21 KM (4.45 MI)  SOUTH ALONG HIGHWAY 1 TO POST MILE 55.35
 DH6311'AND THE STATION ON THE RIGHT.
 DH6311' 
 DH6311'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6311'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6311'POST AND CARSONITE MARKER, 15.0 M  WESTERLY  FROM THE CENTERLINE OF
 DH6311'THE HIGHWAY, 91.0 M NORTHERLY OF THE INTERSECTION OF  HIGHWAY 1 AND
 DH6311'CASPAR STREET/FERN CREEK ROAD, AND 7.3 M WEST OF THE  EDGE OF PAVEMENT
 DH6311'OF HIGHWAY
 DH6311' 
 DH6311'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6311'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6311'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6311'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6311'EUREKA.
 DH6311' 
 DH6311'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6311'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6077 ***********************************************************************
 DH6077  DESIGNATION -  1 MEN 59.95
 DH6077  PID         -  DH6077
 DH6077  STATE/COUNTY-  CA/MENDOCINO
 DH6077  USGS QUAD   -  FORT BRAGG (1978)
 DH6077
 DH6077                         *CURRENT SURVEY CONTROL
 DH6077  ___________________________________________________________________
 DH6077* NAD 83(2007)-  39 25 20.10416(N)    123 48 28.62250(W)     ADJUSTED  
 DH6077* NAVD 88     -        33.5    (meters)     110.     (feet)  GPS OBS   
 DH6077  ___________________________________________________________________
 DH6077  EPOCH DATE  -        2007.00
 DH6077  X           -  -2,745,161.080 (meters)                     COMP
 DH6077  Y           -  -4,099,441.972 (meters)                     COMP
 DH6077  Z           -   4,028,640.543 (meters)                     COMP
 DH6077  LAPLACE CORR-           9.49  (seconds)                    DEFLEC99
 DH6077  ELLIP HEIGHT-           2.234 (meters)          (02/10/07) ADJUSTED
 DH6077  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DH6077
 DH6077  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6077  Type    PID    Designation                      North   East  Ellip
 DH6077  -------------------------------------------------------------------
 DH6077  NETWORK DH6077 1 MEN 59.95                       1.57   1.57   3.76
 DH6077  -------------------------------------------------------------------
 DH6077
 DH6077.The horizontal coordinates were established by GPS observations
 DH6077.and adjusted by the National Geodetic Survey in February 2007.
 DH6077
 DH6077.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6077.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6077.The horizontal coordinates are valid at the epoch date displayed above.
 DH6077.The epoch date for horizontal control is a decimal equivalence
 DH6077.of Year/Month/Day.
 DH6077
 DH6077.The orthometric height was determined by GPS observations and a
 DH6077.high-resolution geoid model.
 DH6077
 DH6077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6077
 DH6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6077
 DH6077.The ellipsoidal height was determined by GPS observations
 DH6077.and is referenced to NAD 83.
 DH6077
 DH6077.The geoid height was determined by GEOID03.
 DH6077
 DH6077;                    North         East     Units Scale Factor Converg.
 DH6077;SPC CA 2     -   696,429.792 1,844,339.724   MT  0.99993199   -1 08 23.5
 DH6077;SPC CA 2     - 2,284,870.08  6,050,971.24   sFT  0.99993199   -1 08 23.5
 DH6077;UTM  10      - 4,363,947.341   430,455.414   MT  0.99965955   -0 30 47.1
 DH6077
 DH6077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6077!SPC CA 2     -   0.99999965  x   0.99993199  =   0.99993164
 DH6077!UTM  10      -   0.99999965  x   0.99965955  =   0.99965920
 DH6077
 DH6077                          SUPERSEDED SURVEY CONTROL
 DH6077
 DH6077  NAD 83(1998)-  39 25 20.10162(N)    123 48 28.62069(W) AD(2004.69) A
 DH6077  ELLIP H (09/13/05)    2.260  (m)                       GP(2004.69) 4 1
 DH6077
 DH6077.Superseded values are not recommended for survey control.
 DH6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6077.See file dsdata.txt to determine how the superseded data were derived.
 DH6077
 DH6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3045563947(NAD 83)
 DH6077_MARKER: DD = SURVEY DISK
 DH6077_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6077+WITH SETTING: INFORMATION.
 DH6077_STAMPING: 001 MEN 59.95
 DH6077_MARK LOGO: CSRC  
 DH6077_PROJECTION: FLUSH
 DH6077_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6077+STABILITY: SURFACE MOTION
 DH6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6077+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6077_ROD/PIPE-DEPTH: 2.1  meters
 DH6077
 DH6077  HISTORY     - Date     Condition        Report By
 DH6077  HISTORY     - 20040828 MONUMENTED       CADT
 DH6077  HISTORY     - 20040901 GOOD             CADT
 DH6077
 DH6077                          STATION DESCRIPTION
 DH6077
 DH6077'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6077'THE STATION IS LOCATED IN  MENDOCINO COUNTY, 1.4 MILES SOUTHERLY OF
 DH6077'FORT BRAGG ALONG  HIGHWAY 1 AND  4.7 MILES NORTHERLY OF CASPAR.    TO
 DH6077'REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20 PROCEED
 DH6077'0.15 MILES  NORTHERLY  ALONG HIGHWAY 1. THE MONUMENT IS ON THE
 DH6077'WESTERLY SIDE OF THE HIGHWAY 15.6  METERS  FROM THE CENTERLINE OF
 DH6077'HIGHWAY 1.
 DH6077' 
 DH6077'THE STATION IS A 3.5 INCH CALTRANS ALUMINUM CAP SET ON AN ALUMINUM ROD
 DH6077'INSIDE A 24 INCH  LONG, 6 INCH DIAMETER PVC WITH AN ALUMINUM LID
 DH6077'ASSEMBLY.  A STEEL FENCE POST AND  CARSONITE MARKER BEARS WESTERLY 0.9
 DH6077'METERS. A BARBED WIRE FENCE RUNNING NORTH  /SOUTH  IS 1.2 METERS
 DH6077'WESTERLY OF THE MONUMENT.  THE MONUMENT IS 6.6 METERS WESTERLY  OF THE
 DH6077'WESTERLY  EDGE OF PAVEMENT OF HIGHWAY 1.
 DH6077
 DH6077                          STATION RECOVERY (2004)
 DH6077
 DH6077'RECOVERY NOTE BY CALTRANS 2004 (MTL)
 DH6077'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS PART OF THE
 DH6077'NROS (CALTRANS) HEIGHT MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6315 ***********************************************************************
 DH6315  DESIGNATION -  1 MEN 64.53
 DH6315  PID         -  DH6315
 DH6315  STATE/COUNTY-  CA/MENDOCINO
 DH6315  USGS QUAD   -  FORT BRAGG (1978)
 DH6315
 DH6315                         *CURRENT SURVEY CONTROL
 DH6315  ___________________________________________________________________
 DH6315* NAD 83(2007)-  39 29 02.62340(N)    123 47 28.85315(W)     ADJUSTED  
 DH6315* NAVD 88     -        22.2    (meters)      73.     (feet)  GPS OBS   
 DH6315  ___________________________________________________________________
 DH6315  EPOCH DATE  -        2007.00
 DH6315  X           -  -2,741,542.970 (meters)                     COMP
 DH6315  Y           -  -4,096,606.041 (meters)                     COMP
 DH6315  Z           -   4,033,932.313 (meters)                     COMP
 DH6315  LAPLACE CORR-           8.93  (seconds)                    DEFLEC99
 DH6315  ELLIP HEIGHT-          -8.891 (meters)          (02/10/07) ADJUSTED
 DH6315  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DH6315
 DH6315  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6315  Type    PID    Designation                      North   East  Ellip
 DH6315  -------------------------------------------------------------------
 DH6315  NETWORK DH6315 1 MEN 64.53                       1.65   1.63   4.43
 DH6315  -------------------------------------------------------------------
 DH6315
 DH6315.The horizontal coordinates were established by GPS observations
 DH6315.and adjusted by the National Geodetic Survey in February 2007.
 DH6315
 DH6315.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6315.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6315.The horizontal coordinates are valid at the epoch date displayed above.
 DH6315.The epoch date for horizontal control is a decimal equivalence
 DH6315.of Year/Month/Day.
 DH6315
 DH6315.The orthometric height was determined by GPS observations and a
 DH6315.high-resolution geoid model.
 DH6315
 DH6315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6315
 DH6315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6315
 DH6315.The ellipsoidal height was determined by GPS observations
 DH6315.and is referenced to NAD 83.
 DH6315
 DH6315.The geoid height was determined by GEOID03.
 DH6315
 DH6315;                    North         East     Units Scale Factor Converg.
 DH6315;SPC CA 2     -   703,262.210 1,845,904.235   MT  0.99993891   -1 07 45.8
 DH6315;SPC CA 2     - 2,307,286.10  6,056,104.14   sFT  0.99993891   -1 07 45.8
 DH6315;UTM  10      - 4,370,794.559   431,944.715   MT  0.99965702   -0 30 11.6
 DH6315
 DH6315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6315!SPC CA 2     -   1.00000139  x   0.99993891  =   0.99994030
 DH6315!UTM  10      -   1.00000139  x   0.99965702  =   0.99965841
 DH6315
 DH6315                          SUPERSEDED SURVEY CONTROL
 DH6315
 DH6315  NAD 83(1998)-  39 29 02.62102(N)    123 47 28.85160(W) AD(2004.69) B
 DH6315  ELLIP H (09/28/05)   -8.860  (m)                       GP(       ) 4 1
 DH6315
 DH6315.Superseded values are not recommended for survey control.
 DH6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6315.See file dsdata.txt to determine how the superseded data were derived.
 DH6315
 DH6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3194570795(NAD 83)
 DH6315_MARKER: DD = SURVEY DISK
 DH6315_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6315_STAMPING: 001 MEN 64.53
 DH6315_MARK LOGO: CSRC  
 DH6315_PROJECTION: FLUSH
 DH6315_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6315+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6315_ROD/PIPE-DEPTH: 3.8  meters
 DH6315
 DH6315  HISTORY     - Date     Condition        Report By
 DH6315  HISTORY     - 20040828 MONUMENTED       CADT
 DH6315
 DH6315                          STATION DESCRIPTION
 DH6315
 DH6315'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6315'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 7.1 KM (4.4
 DH6315'MI) NORTHERLY OF  FORT BRAGG ALONG U.S. HIGHWAY 1 AND 0.8 KM (0.5 MI)
 DH6315'SOUTHERLY OF CLEONE.
 DH6315' 
 DH6315'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 1 AND 20
 DH6315'PROCEED 7.6 KM (4.7 MI)  NORTHERLY ALONG HIGHWAY 1 TO POST MILE 64.53,
 DH6315'BOULDIN ROAD AND STATION ON THE RIGHT.
 DH6315' 
 DH6315'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6315'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE
 DH6315'POST AND CARSONITE MARKER, 18.3 M  NORTHERLY  OF THE CENTERLINE OF
 DH6315'BOULDIN ROAD,  10.8 M EASTERLY OF THE CENTERLINE OF  HIGHWAY 1, 44.2 M
 DH6315'SOUTH OF  A CULVERT AT POST MILE MARKER 64.50, AND 4.7 M EAST OF THE
 DH6315'EDGE  OF PAVEMENT OF HIGHWAY 1.
 DH6315' 
 DH6315'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6315'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6315'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6315'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6315'EUREKA.
 DH6315' 
 DH6315'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6315'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6314 ***********************************************************************
 DH6314  DESIGNATION -  1 MEN 74.58
 DH6314  PID         -  DH6314
 DH6314  STATE/COUNTY-  CA/MENDOCINO
 DH6314  USGS QUAD   -  INGLENOOK (1994)
 DH6314
 DH6314                         *CURRENT SURVEY CONTROL
 DH6314  ___________________________________________________________________
 DH6314* NAD 83(2007)-  39 36 20.39785(N)    123 47 04.59429(W)     ADJUSTED  
 DH6314* NAVD 88     -        44.5    (meters)     146.     (feet)  GPS OBS   
 DH6314  ___________________________________________________________________
 DH6314  EPOCH DATE  -        2007.00
 DH6314  X           -  -2,736,290.842 (meters)                     COMP
 DH6314  Y           -  -4,089,798.505 (meters)                     COMP
 DH6314  Z           -   4,044,357.809 (meters)                     COMP
 DH6314  LAPLACE CORR-          10.53  (seconds)                    DEFLEC99
 DH6314  ELLIP HEIGHT-          13.676 (meters)          (02/10/07) ADJUSTED
 DH6314  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DH6314
 DH6314  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6314  Type    PID    Designation                      North   East  Ellip
 DH6314  -------------------------------------------------------------------
 DH6314  NETWORK DH6314 1 MEN 74.58                       1.57   1.49   4.27
 DH6314  -------------------------------------------------------------------
 DH6314
 DH6314.The horizontal coordinates were established by GPS observations
 DH6314.and adjusted by the National Geodetic Survey in February 2007.
 DH6314
 DH6314.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6314.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6314.The horizontal coordinates are valid at the epoch date displayed above.
 DH6314.The epoch date for horizontal control is a decimal equivalence
 DH6314.of Year/Month/Day.
 DH6314
 DH6314.The orthometric height was determined by GPS observations and a
 DH6314.high-resolution geoid model.
 DH6314
 DH6314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6314
 DH6314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6314
 DH6314.The ellipsoidal height was determined by GPS observations
 DH6314.and is referenced to NAD 83.
 DH6314
 DH6314.The geoid height was determined by GEOID03.
 DH6314
 DH6314;                    North         East     Units Scale Factor Converg.
 DH6314;SPC CA 2     -   716,748.683 1,846,748.925   MT  0.99995595   -1 07 30.5
 DH6314;SPC CA 2     - 2,351,532.97  6,058,875.43   sFT  0.99995595   -1 07 30.5
 DH6314;UTM  10      - 4,384,285.528   432,641.910   MT  0.99965586   -0 30 00.7
 DH6314
 DH6314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6314!SPC CA 2     -   0.99999785  x   0.99995595  =   0.99995380
 DH6314!UTM  10      -   0.99999785  x   0.99965586  =   0.99965372
 DH6314
 DH6314                          SUPERSEDED SURVEY CONTROL
 DH6314
 DH6314  NAD 83(1998)-  39 36 20.39571(N)    123 47 04.59317(W) AD(2004.69) B
 DH6314  ELLIP H (09/28/05)   13.707  (m)                       GP(       ) 4 1
 DH6314
 DH6314.Superseded values are not recommended for survey control.
 DH6314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6314.See file dsdata.txt to determine how the superseded data were derived.
 DH6314
 DH6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3264284286(NAD 83)
 DH6314_MARKER: DD = SURVEY DISK
 DH6314_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6314+WITH SETTING: INFORMATION.
 DH6314_STAMPING: 001 MEN 74.58
 DH6314_MARK LOGO: CSRC  
 DH6314_PROJECTION: FLUSH
 DH6314_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6314+STABILITY: SURFACE MOTION
 DH6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6314+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6314_ROD/PIPE-DEPTH: 2.7  meters
 DH6314
 DH6314  HISTORY     - Date     Condition        Report By
 DH6314  HISTORY     - 20040828 MONUMENTED       CADT
 DH6314
 DH6314                          STATION DESCRIPTION
 DH6314
 DH6314'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6314'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 21.5 KM
 DH6314'(13.3 MI) NORTHERLY OF  FORT BRAGG ALONG U.S.  HIGHWAY 1 AND 4.9 KM
 DH6314'(3.0 MI) SOUTHERLY OF THE TOWN OF WESTPORT.
 DH6314' 
 DH6314'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20
 DH6314'PROCEED NORTHERLY  25.6 KM (15.8 MI) ALONG HIGHWAY 1 TO POST MILE
 DH6314'74.58  AND THE STATION ON THE LEFT IN  A LARGE  TURN-OUT.
 DH6314' 
 DH6314'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6314'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6314'POST AND CARSONITE MARKER, 18.4 M   WESTERLY OF THE CENTERLINE OF
 DH6314'HIGHWAY 1,  11.0 M WESTERLY AND 0.8 M HIGHER THAN THE  WESTERLY EDGE
 DH6314'OF PAVEMENT OF THE HIGHWAY.
 DH6314' 
 DH6314'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6314'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6314'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6314'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6314'EUREKA.
 DH6314' 
 DH6314'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6314'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6316 ***********************************************************************
 DH6316  DESIGNATION -  1 MEN 82.91
 DH6316  PID         -  DH6316
 DH6316  STATE/COUNTY-  CA/MENDOCINO
 DH6316  USGS QUAD   -  WESTPORT (1994)
 DH6316
 DH6316                         *CURRENT SURVEY CONTROL
 DH6316  ___________________________________________________________________
 DH6316* NAD 83(2007)-  39 42 09.01852(N)    123 48 12.62166(W)     ADJUSTED  
 DH6316* NAVD 88     -        20.0    (meters)      66.     (feet)  GPS OBS   
 DH6316  ___________________________________________________________________
 DH6316  EPOCH DATE  -        2007.00
 DH6316  X           -  -2,733,811.823 (meters)                     COMP
 DH6316  Y           -  -4,083,178.828 (meters)                     COMP
 DH6316  Z           -   4,052,620.211 (meters)                     COMP
 DH6316  LAPLACE CORR-          10.81  (seconds)                    DEFLEC99
 DH6316  ELLIP HEIGHT-         -10.718 (meters)          (02/10/07) ADJUSTED
 DH6316  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DH6316
 DH6316  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6316  Type    PID    Designation                      North   East  Ellip
 DH6316  -------------------------------------------------------------------
 DH6316  NETWORK DH6316 1 MEN 82.91                       1.49   1.41   3.84
 DH6316  -------------------------------------------------------------------
 DH6316
 DH6316.The horizontal coordinates were established by GPS observations
 DH6316.and adjusted by the National Geodetic Survey in February 2007.
 DH6316
 DH6316.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6316.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6316.The horizontal coordinates are valid at the epoch date displayed above.
 DH6316.The epoch date for horizontal control is a decimal equivalence
 DH6316.of Year/Month/Day.
 DH6316
 DH6316.The orthometric height was determined by GPS observations and a
 DH6316.high-resolution geoid model.
 DH6316
 DH6316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6316
 DH6316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6316
 DH6316.The ellipsoidal height was determined by GPS observations
 DH6316.and is referenced to NAD 83.
 DH6316
 DH6316.The geoid height was determined by GEOID03.
 DH6316
 DH6316;                    North         East     Units Scale Factor Converg.
 DH6316;SPC CA 2     -   727,530.062 1,845,339.777   MT  0.99997275   -1 08 13.4
 DH6316;SPC CA 2     - 2,386,904.88  6,054,252.25   sFT  0.99997275   -1 08 13.4
 DH6316;UTM  10      - 4,395,047.608   431,115.833   MT  0.99965842   -0 30 47.9
 DH6316
 DH6316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6316!SPC CA 2     -   1.00000168  x   0.99997275  =   0.99997443
 DH6316!UTM  10      -   1.00000168  x   0.99965842  =   0.99966010
 DH6316
 DH6316                          SUPERSEDED SURVEY CONTROL
 DH6316
 DH6316  NAD 83(1998)-  39 42 09.01663(N)    123 48 12.62135(W) AD(2004.69) B
 DH6316  ELLIP H (09/28/05)  -10.687  (m)                       GP(       ) 4 1
 DH6316
 DH6316.Superseded values are not recommended for survey control.
 DH6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6316.See file dsdata.txt to determine how the superseded data were derived.
 DH6316
 DH6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3111695048(NAD 83)
 DH6316_MARKER: DD = SURVEY DISK
 DH6316_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH6316_SP_SET: BRIDGE ABUTMENT
 DH6316_STAMPING: 001 MEN 82.91
 DH6316_MARK LOGO: CSRC  
 DH6316_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6316+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6316
 DH6316  HISTORY     - Date     Condition        Report By
 DH6316  HISTORY     - 20040828 MONUMENTED       CADT
 DH6316
 DH6316                          STATION DESCRIPTION
 DH6316
 DH6316'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6316'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 8.6 KM (5.3
 DH6316'MI) NOTHERLY OF  WESTPORT AND 7.9 KM (4.9 MI) SOUTHERLY OF THE TOWN OF
 DH6316'ROCKPORT.
 DH6316' 
 DH6316'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 20
 DH6316'PROCEED 31.3 KM  (19.3 MI) NORTHERLY ALONG HIGHWAY 1 TO BRANSCOMB
 DH6316'ROAD, CONTINUE NORTHERLY 6.2 KM (3.8 MI)  ALONG HIGHWAY 1 TO POST MILE
 DH6316'82.91 AND THE STATION ON THE RIGHT SET IN THE  SOUTHEASTERLY ABUTMENT
 DH6316'OF  A BRIDGE CROSSING JUAN CREEK.
 DH6316' 
 DH6316'THE STATION IS A 3.5IN CAL DOT ALUMINUM CAP SET  FLUSH  IN THE
 DH6316'SOUTHEASTERLY BRIDGE  ABUTMENT. 0.9 M EAST OF A STEEL FENCE POST AND
 DH6316'CARSONITE MARKER,  4.8 M EASTERLY OF THE  CENTERLINE OF HIGHWAY 1, AND
 DH6316'1.3 M EAST OF THE EDGE OF PAVEMENT OF THE HIGHWAY.
 DH6316' 
 DH6316'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6316'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6316'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6316'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6316'EUREKA.
 DH6316' 
 DH6316'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6316'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6317 ***********************************************************************
 DH6317  DESIGNATION -  1 MEN 96.43
 DH6317  PID         -  DH6317
 DH6317  STATE/COUNTY-  CA/MENDOCINO
 DH6317  USGS QUAD   -  HALES GROVE (1994)
 DH6317
 DH6317                         *CURRENT SURVEY CONTROL
 DH6317  ___________________________________________________________________
 DH6317* NAD 83(2007)-  39 48 54.41998(N)    123 47 09.82937(W)     ADJUSTED  
 DH6317* NAVD 88     -       351.4    (meters)    1153.     (feet)  GPS OBS   
 DH6317  ___________________________________________________________________
 DH6317  EPOCH DATE  -        2007.00
 DH6317  X           -  -2,728,263.579 (meters)                     COMP
 DH6317  Y           -  -4,077,576.626 (meters)                     COMP
 DH6317  Z           -   4,062,444.449 (meters)                     COMP
 DH6317  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 DH6317  ELLIP HEIGHT-         321.085 (meters)          (02/10/07) ADJUSTED
 DH6317  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DH6317
 DH6317  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6317  Type    PID    Designation                      North   East  Ellip
 DH6317  -------------------------------------------------------------------
 DH6317  NETWORK DH6317 1 MEN 96.43                       1.45   1.55   4.27
 DH6317  -------------------------------------------------------------------
 DH6317
 DH6317.The horizontal coordinates were established by GPS observations
 DH6317.and adjusted by the National Geodetic Survey in February 2007.
 DH6317
 DH6317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6317.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6317.The horizontal coordinates are valid at the epoch date displayed above.
 DH6317.The epoch date for horizontal control is a decimal equivalence
 DH6317.of Year/Month/Day.
 DH6317
 DH6317.The orthometric height was determined by GPS observations and a
 DH6317.high-resolution geoid model.
 DH6317
 DH6317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6317
 DH6317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6317
 DH6317.The ellipsoidal height was determined by GPS observations
 DH6317.and is referenced to NAD 83.
 DH6317
 DH6317.The geoid height was determined by GEOID03.
 DH6317
 DH6317;                    North         East     Units Scale Factor Converg.
 DH6317;SPC CA 2     -   740,001.164 1,847,081.065   MT  0.99999589   -1 07 33.8
 DH6317;SPC CA 2     - 2,427,820.49  6,059,965.13   sFT  0.99999589   -1 07 33.8
 DH6317;UTM  10      - 4,407,532.828   432,720.843   MT  0.99965573   -0 30 12.0
 DH6317
 DH6317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6317!SPC CA 2     -   0.99994963  x   0.99999589  =   0.99994552
 DH6317!UTM  10      -   0.99994963  x   0.99965573  =   0.99960538
 DH6317
 DH6317                          SUPERSEDED SURVEY CONTROL
 DH6317
 DH6317  NAD 83(1998)-  39 48 54.41821(N)    123 47 09.82976(W) AD(2004.69) B
 DH6317  ELLIP H (09/28/05)  321.133  (m)                       GP(       ) 4 1
 DH6317
 DH6317.Superseded values are not recommended for survey control.
 DH6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6317.See file dsdata.txt to determine how the superseded data were derived.
 DH6317
 DH6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3272107533(NAD 83)
 DH6317_MARKER: DD = SURVEY DISK
 DH6317_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6317_STAMPING: 001 MEN 96.43
 DH6317_MARK LOGO: CSRC  
 DH6317_PROJECTION: FLUSH
 DH6317_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6317+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 DH6317_ROD/PIPE-DEPTH: 5.2  meters
 DH6317
 DH6317  HISTORY     - Date     Condition        Report By
 DH6317  HISTORY     - 20040916 MONUMENTED       CADT
 DH6317
 DH6317                          STATION DESCRIPTION
 DH6317
 DH6317'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6317'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 13.8 KM
 DH6317'(8.5 MI) NORTHEASTERLY  OF ROCKPORT ALONG U.S. HIGHWAY 1 AND 14.82 KM
 DH6317'(9.15 MI) SOUTHWESTERLY OF LEGGETT.
 DH6317' 
 DH6317'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 1 AND 101, IN
 DH6317'LEGGETT, PROCEED  14.82 KM (9.15 MI) SOUTHWESTERLY ALONG  HIGHWAY 1 TO
 DH6317'POST MILE 96.43 , THE STATION ON THE   LEFT AND A PAVED DRIVEWAY ON
 DH6317'HIGHWAY 1.
 DH6317' 
 DH6317'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6317'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTHEAST OF A STEEL
 DH6317'FENCE POST AND CARSONITE MARKER,  15.2 M SOUTHEASTERLY OF THE
 DH6317'CENTERLINE OF HIGHWAY 1, 9.2 M SOUTHWESTERLY OF THE EDGE  OF A PAVED
 DH6317'DRIVEWAY,  21.0 M SOUTHWESTERLY OF A POWER POLE, 25.2 M NORTHEASTERLY
 DH6317'OF A  1.0 M DIA. REDWOOD, AND 11.2 M SOUTHEAST OF THE SOUTHEASTERLY
 DH6317'EDGE OF PAVEMENT OF  HIGHWAY 1.
 DH6317' 
 DH6317'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6317'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6317'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6317'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6317'EUREKA.
 DH6317' 
 DH6317'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6317'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0632 ***********************************************************************
 DX0632  DESIGNATION -  1 N
 DX0632  PID         -  DX0632
 DX0632  STATE/COUNTY-  CA/RIVERSIDE
 DX0632  USGS QUAD   -  THERMAL CANYON (1972)
 DX0632
 DX0632                         *CURRENT SURVEY CONTROL
 DX0632  ___________________________________________________________________
 DX0632* NAD 83(1986)-  33 42 32.     (N)    116 01 36.     (W)     SCALED    
 DX0632* NAVD 88     -       451.88   (+/-2cm)    1482.5    (feet)  VERTCON   
 DX0632  ___________________________________________________________________
 DX0632  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DX0632  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0632
 DX0632.The horizontal coordinates were scaled from a topographic map and have
 DX0632.an estimated accuracy of +/- 6 seconds.
 DX0632
 DX0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0632.The vertical order pertains to the NGVD 29 superseded value.
 DX0632
 DX0632.The geoid height was determined by GEOID03.
 DX0632
 DX0632;                    North         East    Units  Estimated Accuracy
 DX0632;SPC CA 6     -   671,060.    2,020,700.      MT  (+/- 180 meters Scaled)
 DX0632
 DX0632                          SUPERSEDED SURVEY CONTROL
 DX0632
 DX0632  NGVD 29 (??/??/??)  451.184  (m)         1480.26   (f) ADJUSTED    1 2
 DX0632
 DX0632.Superseded values are not recommended for survey control.
 DX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0632.See file dsdata.txt to determine how the superseded data were derived.
 DX0632
 DX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT901303(NAD 83)
 DX0632_MARKER: DD = SURVEY DISK
 DX0632_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0632_SP_SET: UNSPECIFIED ROCK
 DX0632_STAMPING: 1 N
 DX0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0632
 DX0632  HISTORY     - Date     Condition        Report By
 DX0632  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0632  HISTORY     - 1931     GOOD             MWDSC
 DX0632
 DX0632                          STATION DESCRIPTION
 DX0632
 DX0632'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0632'15.1 MI E FROM INDIO.
 DX0632'5.7 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0632'OF THE FARGO CANYON ROAD, ON THE SOUTH SLOPE OF A ROCKY MOUND
 DX0632'ABOUT 20 FEET HIGH, ABOUT 200 FEET SOUTH OF THE ROAD, AND IN
 DX0632'ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0632'STANDARD DISK, STAMPED 1 N AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0921 ***********************************************************************
 EV0921  DESIGNATION -  1 NAFB
 EV0921  PID         -  EV0921
 EV0921  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0921  USGS QUAD   -  REDLANDS (1996)
 EV0921
 EV0921                         *CURRENT SURVEY CONTROL
 EV0921  ___________________________________________________________________
 EV0921* NAD 83(1986)-  34 05 42.     (N)    117 15 02.     (W)     SCALED    
 EV0921* NAVD 88     -       329.95   (+/-2cm)    1082.5    (feet)  VERTCON   
 EV0921  ___________________________________________________________________
 EV0921  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EV0921  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0921
 EV0921.The horizontal coordinates were scaled from a topographic map and have
 EV0921.an estimated accuracy of +/- 6 seconds.
 EV0921
 EV0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0921.The vertical order pertains to the NGVD 29 superseded value.
 EV0921
 EV0921.The geoid height was determined by GEOID03.
 EV0921
 EV0921;                    North         East    Units  Estimated Accuracy
 EV0921;SPC CA 5     -   566,260.    2,069,160.      MT  (+/- 180 meters Scaled)
 EV0921
 EV0921                          SUPERSEDED SURVEY CONTROL
 EV0921
 EV0921  NGVD 29 (??/??/92)  329.23   (m)         1080.1    (f) COMPUTED    1 2
 EV0921
 EV0921.Superseded values are not recommended for survey control.
 EV0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0921.See file dsdata.txt to determine how the superseded data were derived.
 EV0921
 EV0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT768727(NAD 83)
 EV0921_MARKER: Z = SEE DESCRIPTION
 EV0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0921_SP_SET: BUILDING WALL
 EV0921_STAMPING: 1
 EV0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0921
 EV0921  HISTORY     - Date     Condition        Report By
 EV0921  HISTORY     - UNK      MONUMENTED       DOD
 EV0921  HISTORY     - 1956     GOOD             NGS
 EV0921  HISTORY     - 1979     MARK NOT FOUND   USGS
 EV0921
 EV0921                          STATION DESCRIPTION
 EV0921
 EV0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0921'AT NORTON AFB.
 EV0921'AT NORTON AIR FORCCE BASE, AT BUILDING S-747, SET VERTICALLY
 EV0921'IN THE WEST CONCRETE WALL, ABOUT 35 YARDS SOUTHWEST OF THE CENTER
 EV0921'OF THE T JUNCTION OF B STREET AND WEST DRIVE, 1.0 FOOT SOUTH
 EV0921'OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.2 FEET ABOVE
 EV0921'THE GROUND.
 EV0921
 EV0921                          STATION RECOVERY (1979)
 EV0921
 EV0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2399 ***********************************************************************
 HS2399  DESIGNATION -  1 NWW
 HS2399  PID         -  HS2399
 HS2399  STATE/COUNTY-  CA/STANISLAUS
 HS2399  USGS QUAD   -  NEWMAN (1978)
 HS2399
 HS2399                         *CURRENT SURVEY CONTROL
 HS2399  ___________________________________________________________________
 HS2399* NAD 83(1986)-  37 19 14.     (N)    121 01 22.     (W)     SCALED    
 HS2399* NAVD 88     -        26.49   (+/-2cm)      86.9    (feet)  VERTCON   
 HS2399  ___________________________________________________________________
 HS2399  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HS2399  VERT ORDER  -  THIRD (See Below)
 HS2399
 HS2399.The horizontal coordinates were scaled from a topographic map and have
 HS2399.an estimated accuracy of +/- 6 seconds.
 HS2399
 HS2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2399.The vertical order pertains to the NGVD 29 superseded value.
 HS2399
 HS2399.The geoid height was determined by GEOID03.
 HS2399
 HS2399;                    North         East    Units  Estimated Accuracy
 HS2399;SPC CA 3     -   591,200.    1,953,670.      MT  (+/- 180 meters Scaled)
 HS2399
 HS2399                          SUPERSEDED SURVEY CONTROL
 HS2399
 HS2399  NGVD 29 (??/??/??)   25.74   (m)           84.4    (f) RESET       3  
 HS2399
 HS2399.Superseded values are not recommended for survey control.
 HS2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2399.See file dsdata.txt to determine how the superseded data were derived.
 HS2399
 HS2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG751322(NAD 83)
 HS2399_MARKER: Z = SEE DESCRIPTION
 HS2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2399_SP_SET: AXEL
 HS2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2399
 HS2399  HISTORY     - Date     Condition        Report By
 HS2399  HISTORY     - UNK      MONUMENTED       CA2390
 HS2399  HISTORY     - 1965     GOOD             NGS
 HS2399  HISTORY     - 1965     GOOD             NGS
 HS2399
 HS2399                          STATION DESCRIPTION
 HS2399
 HS2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS2399'AT NEWMAN.
 HS2399'AT NEWMAN, STANISLAUS COUNTY, 10 FEET NORTHEAST OF THE CENTER
 HS2399'OF THE INTERSECTION OF YOLO AND N STREETS, BENEATH A CAST-IRON
 HS2399'MONUMENT COVER, AND 8 INCHES BELOW THE PAVEMENT.  THE TOP OF AN
 HS2399'AXLE.  NOTE-- IN THE SOUTHWEST QUARTER OF SECTION 18, T7S, R9E.
 HS2399'NOTE-- STREET HAS BEEN RESURFACED AND MARK IS BELIEVED COVERED
 HS2399'WITH ASPHALT.
 HS2399
 HS2399                          STATION RECOVERY (1965)
 HS2399
 HS2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0631 ***********************************************************************
 DX0631  DESIGNATION -  1 P
 DX0631  PID         -  DX0631
 DX0631  STATE/COUNTY-  CA/RIVERSIDE
 DX0631  USGS QUAD   -  THERMAL CANYON (1972)
 DX0631
 DX0631                         *CURRENT SURVEY CONTROL
 DX0631  ___________________________________________________________________
 DX0631* NAD 83(1986)-  33 42 07.     (N)    116 00 53.     (W)     SCALED    
 DX0631* NAVD 88     -       511.27   (+/-2cm)    1677.4    (feet)  VERTCON   
 DX0631  ___________________________________________________________________
 DX0631  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DX0631  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0631
 DX0631.The horizontal coordinates were scaled from a topographic map and have
 DX0631.an estimated accuracy of +/- 6 seconds.
 DX0631
 DX0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0631.The vertical order pertains to the NGVD 29 superseded value.
 DX0631
 DX0631.The geoid height was determined by GEOID03.
 DX0631
 DX0631;                    North         East    Units  Estimated Accuracy
 DX0631;SPC CA 6     -   670,290.    2,021,810.      MT  (+/- 180 meters Scaled)
 DX0631
 DX0631                          SUPERSEDED SURVEY CONTROL
 DX0631
 DX0631  NGVD 29 (??/??/??)  510.568  (m)         1675.09   (f) ADJUSTED    1 2
 DX0631
 DX0631.Superseded values are not recommended for survey control.
 DX0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0631.See file dsdata.txt to determine how the superseded data were derived.
 DX0631
 DX0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT913295(NAD 83)
 DX0631_MARKER: DD = SURVEY DISK
 DX0631_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0631_SP_SET: UNSPECIFIED ROCK
 DX0631_STAMPING: 1 P
 DX0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0631
 DX0631  HISTORY     - Date     Condition        Report By
 DX0631  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0631  HISTORY     - 1931     GOOD             MWDSC
 DX0631
 DX0631                          STATION DESCRIPTION
 DX0631
 DX0631'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0631'16.1 MI E FROM INDIO.
 DX0631'6.7 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0631'OF THE FARGO CANYON ROAD, ABOUT 1000 FEET SOUTH OF THE ROAD
 DX0631'SUMMIT OF A RIDGE, ABOUT 300 FEET WEST OF PRELIMINARY LOCATION
 DX0631'SURVEY TRAVERSE STATION 7310+59, AND IN ROCK.  A METROPOLITAN
 DX0631'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0631'1 P AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5436 ***********************************************************************
 DX5436  DESIGNATION -  1 PCL
 DX5436  PID         -  DX5436
 DX5436  STATE/COUNTY-  CA/RIVERSIDE
 DX5436  USGS QUAD   -  PERRIS (1993)
 DX5436
 DX5436                         *CURRENT SURVEY CONTROL
 DX5436  ___________________________________________________________________
 DX5436* NAD 83(1986)-  33 50 00.     (N)    117 11 24.     (W)     SCALED    
 DX5436* NAVD 88     -       446.089  (meters)    1463.54   (feet)  ADJUSTED  
 DX5436  ___________________________________________________________________
 DX5436  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DX5436  DYNAMIC HT  -         445.583 (meters)    1461.88  (feet)  COMP
 DX5436  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 DX5436
 DX5436  VERT ORDER  -  FIRST     CLASS II
 DX5436
 DX5436.The horizontal coordinates were scaled from a topographic map and have
 DX5436.an estimated accuracy of +/- 6 seconds.
 DX5436
 DX5436.The orthometric height was determined by differential leveling
 DX5436.and adjusted in January 1993.
 DX5436
 DX5436.The geoid height was determined by GEOID03.
 DX5436
 DX5436.The dynamic height is computed by dividing the NAVD 88
 DX5436.geopotential number by the normal gravity value computed on the
 DX5436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5436.degrees latitude (g = 980.6199 gals.).
 DX5436
 DX5436.The modeled gravity was interpolated from observed gravity values.
 DX5436
 DX5436;                    North         East    Units  Estimated Accuracy
 DX5436;SPC CA 6     -   685,230.    1,912,990.      MT  (+/- 180 meters Scaled)
 DX5436
 DX5436                          SUPERSEDED SURVEY CONTROL
 DX5436
 DX5436.No superseded survey control is available for this station.
 DX5436
 DX5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT824436(NAD 83)
 DX5436_MARKER: DB = BENCH MARK DISK
 DX5436_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5436_SP_SET: IN TOP OF MANHOLE
 DX5436_STAMPING: 1 PCL 1967
 DX5436_MARK LOGO: MWDSC 
 DX5436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5436+STABILITY: SURFACE MOTION
 DX5436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5436+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5436
 DX5436  HISTORY     - Date     Condition        Report By
 DX5436  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5436
 DX5436                          STATION DESCRIPTION
 DX5436
 DX5436'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5436'AT LAKE PERRIS RESERVOIR, 0.4 MILES (0.6 KM) WEST OF MWDSC PUMPBACK
 DX5436'FACILITY, 1300 FEET (396.2 M) NORTH OF THE INTERSECTION OF RIDER
 DX5436'STREET AND BRADLEY ROAD, 400 FEET (121.9 M) EAST OF BRADLEY ROAD, IN
 DX5436'A TUNNEL PORTAL CUT, FOUND 3 INCH STANDARD BRASS MWD DISK IN TOP OF
 DX5436'WEST WALL OF MANHOLE, PAINTED WITH NUMBERS 230.28.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0630 ***********************************************************************
 DX0630  DESIGNATION -  1 Q
 DX0630  PID         -  DX0630
 DX0630  STATE/COUNTY-  CA/RIVERSIDE
 DX0630  USGS QUAD   -  THERMAL CANYON (1972)
 DX0630
 DX0630                         *CURRENT SURVEY CONTROL
 DX0630  ___________________________________________________________________
 DX0630* NAD 83(1986)-  33 41 32.     (N)    116 00 13.     (W)     SCALED    
 DX0630* NAVD 88     -       496.85   (+/-2cm)    1630.1    (feet)  VERTCON   
 DX0630  ___________________________________________________________________
 DX0630  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DX0630  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0630
 DX0630.The horizontal coordinates were scaled from a topographic map and have
 DX0630.an estimated accuracy of +/- 6 seconds.
 DX0630
 DX0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0630.The vertical order pertains to the NGVD 29 superseded value.
 DX0630
 DX0630.The geoid height was determined by GEOID03.
 DX0630
 DX0630;                    North         East    Units  Estimated Accuracy
 DX0630;SPC CA 6     -   669,220.    2,022,840.      MT  (+/- 180 meters Scaled)
 DX0630
 DX0630                          SUPERSEDED SURVEY CONTROL
 DX0630
 DX0630  NGVD 29 (??/??/??)  496.147  (m)         1627.78   (f) ADJUSTED    1 2
 DX0630
 DX0630.Superseded values are not recommended for survey control.
 DX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0630.See file dsdata.txt to determine how the superseded data were derived.
 DX0630
 DX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT923284(NAD 83)
 DX0630_MARKER: DD = SURVEY DISK
 DX0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0630_STAMPING: 1 Q
 DX0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0630+STABILITY: SURFACE MOTION
 DX0630
 DX0630  HISTORY     - Date     Condition        Report By
 DX0630  HISTORY     - UNK      MONUMENTED       MWDSC
 DX0630  HISTORY     - 1931     GOOD             MWDSC
 DX0630
 DX0630                          STATION DESCRIPTION
 DX0630
 DX0630'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0630'17 MI E FROM INDIO.
 DX0630'7.6 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0630'OF THE FARGO CANYON ROAD, ABOUT 1000 FEET EAST OF THE ROAD, AT
 DX0630'THE SOUTHWEST BASE OF A SMALL HILL, ABOUT 300 FEET SOUTHWEST
 DX0630'OF THE LOS ANGELES WATER DEPARTMENT TRIANGULATION STATION IRON
 DX0630'LEDGE, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 DX0630'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 1 Q AND SET IN
 DX0630'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0138 ***********************************************************************
 JT0138  DESIGNATION -  1 QMC
 JT0138  PID         -  JT0138
 JT0138  STATE/COUNTY-  CA/SOLANO
 JT0138  USGS QUAD   -  BENICIA (1980)
 JT0138
 JT0138                         *CURRENT SURVEY CONTROL
 JT0138  ___________________________________________________________________
 JT0138* NAD 83(1986)-  38 03 23.     (N)    122 07 43.     (W)     SCALED    
 JT0138* NAVD 88     -        11.80   (+/-2cm)      38.7    (feet)  VERTCON   
 JT0138  ___________________________________________________________________
 JT0138  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0138  VERT ORDER  -  THIRD (See Below)
 JT0138
 JT0138.The horizontal coordinates were scaled from a topographic map and have
 JT0138.an estimated accuracy of +/- 6 seconds.
 JT0138
 JT0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0138.The vertical order pertains to the NGVD 29 superseded value.
 JT0138
 JT0138.The geoid height was determined by GEOID03.
 JT0138
 JT0138;                    North         East    Units  Estimated Accuracy
 JT0138;SPC CA 2     -   543,270.    1,988,710.      MT  (+/- 180 meters Scaled)
 JT0138
 JT0138                          SUPERSEDED SURVEY CONTROL
 JT0138
 JT0138  NGVD 29 (??/??/??)   11.00   (m)           36.1    (f) RESET       3  
 JT0138
 JT0138.Superseded values are not recommended for survey control.
 JT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0138.See file dsdata.txt to determine how the superseded data were derived.
 JT0138
 JT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH764124(NAD 83)
 JT0138_MARKER: DD = SURVEY DISK
 JT0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0138_SP_SET: BRIDGE
 JT0138_STAMPING: 1
 JT0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0138+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 JT0138
 JT0138  HISTORY     - Date     Condition        Report By
 JT0138  HISTORY     - UNK      MONUMENTED       DOD
 JT0138  HISTORY     - 1956     GOOD             NGS
 JT0138  HISTORY     - 1964     GOOD             NGS
 JT0138  HISTORY     - 20000807 GOOD             LOCSUR
 JT0138
 JT0138                          STATION DESCRIPTION
 JT0138
 JT0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JT0138'AT BENICIA ARSENAL.
 JT0138'AT BENICIA, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.6
 JT0138'MILE NORTH OF THE NORTHWEST END OF STEEL TRUSS BRIDGE 33.31 OVER
 JT0138'THE SUISUN BAY, 5 RAILS SOUTH OF MILEPOST 35, AT A CONCRETE RAILROAD
 JT0138'BRIDGE OVER BAYSHORE DRIVE, IN THE TOP OF THE APPROXIMATE CENTER
 JT0138'OF THE SOUTHWEST CONCRETE WING WALL, 19.3 FEET WEST OF THE WEST
 JT0138'RAIL OF THE NORTH BOUND TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE
 JT0138'TRACK.
 JT0138
 JT0138                          STATION RECOVERY (1964)
 JT0138
 JT0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JT0138'RECOVERED IN GOOD CONDITION.
 JT0138
 JT0138                          STATION RECOVERY (2000)
 JT0138
 JT0138'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JG)
 JT0138'SITE IS IN THE VICINITY OF A NEW 1+-MI BRIDGE BEING BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1985 ***********************************************************************
 FV1985  DESIGNATION -  1 RESET
 FV1985  PID         -  FV1985
 FV1985  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1985  USGS QUAD   -  SAN LUIS OBISPO (1994)
 FV1985
 FV1985                         *CURRENT SURVEY CONTROL
 FV1985  ___________________________________________________________________
 FV1985* NAD 83(1986)-  35 15 59.     (N)    120 40 14.     (W)     SCALED    
 FV1985* NAVD 88     -        47.620  (meters)     156.23   (feet)  ADJUSTED  
 FV1985  ___________________________________________________________________
 FV1985  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 FV1985  DYNAMIC HT  -          47.577 (meters)     156.09  (feet)  COMP
 FV1985  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 FV1985
 FV1985  VERT ORDER  -  FIRST     CLASS II
 FV1985
 FV1985.The horizontal coordinates were scaled from a topographic map and have
 FV1985.an estimated accuracy of +/- 6 seconds.
 FV1985
 FV1985.The orthometric height was determined by differential leveling
 FV1985.and adjusted in June 1991.
 FV1985
 FV1985.The geoid height was determined by GEOID03.
 FV1985
 FV1985.The dynamic height is computed by dividing the NAVD 88
 FV1985.geopotential number by the normal gravity value computed on the
 FV1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV1985.degrees latitude (g = 980.6199 gals.).
 FV1985
 FV1985.The modeled gravity was interpolated from observed gravity values.
 FV1985
 FV1985;                    North         East    Units  Estimated Accuracy
 FV1985;SPC CA 5     -   699,170.    1,757,040.      MT  (+/- 180 meters Scaled)
 FV1985
 FV1985                          SUPERSEDED SURVEY CONTROL
 FV1985
 FV1985.No superseded survey control is available for this station.
 FV1985
 FV1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE118050(NAD 83)
 FV1985_MARKER: DD = SURVEY DISK
 FV1985_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FV1985+WITH SETTING: PAVEMENT
 FV1985_SP_SET: FLAG POLE BASE
 FV1985_STAMPING: RESET 1978
 FV1985_MARK LOGO: CADPW 
 FV1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 FV1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV1985+STABILITY: SURFACE MOTION
 FV1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV1985+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1989
 FV1985
 FV1985  HISTORY     - Date     Condition        Report By
 FV1985  HISTORY     - 1978     MONUMENTED       CADT
 FV1985  HISTORY     - 19890209 GOOD             NGS
 FV1985  HISTORY     - 1990     GOOD             LOCSUR
 FV1985  HISTORY     - 20040817 GOOD             CADT
 FV1985  HISTORY     - 20051223 GOOD             GEOCAC
 FV1985
 FV1985                          STATION DESCRIPTION
 FV1985
 FV1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FV1985'0.96 KM (0.6 MILE) SOUTHWEST ALONG MARSH STREET FROM THE POST OFFICE
 FV1985'IN SAN LUIS OBISPO, THENCE 0.96 KM (0.6 MILE) SOUTH ALONG HIGUERA
 FV1985'STREET AT THE CALIFORNIA DEPARTMENT OF TRANSPORTATION DISTRICT OFFICE,
 FV1985'IN TOP OF THE EAST SIDE OF THE FLAGPOLE BASE,  8.2 METERS (27.0 FEET)
 FV1985'WEST OF WEST CURB OF STREET, 1.8 METERS (56.0 FEET) SOUTH OF A
 FV1985'SOUTH OF A 36-INCH SYCAMORE TREE, AND 0.2 METER (0.8 FOOT) EAST
 FV1985'OF EAST SIDE OF FLAGPOLE.
 FV1985
 FV1985                          STATION RECOVERY (1990)
 FV1985
 FV1985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (PNS)
 FV1985'RECOVERED IN GOOD CONDITION.
 FV1985
 FV1985                          STATION RECOVERY (2004)
 FV1985
 FV1985'RECOVERY NOTE BY CALTRANS 2004 (GAS)
 FV1985'RECOVERED IN GOOD CONDITION.
 FV1985
 FV1985                          STATION RECOVERY (2005)
 FV1985
 FV1985'RECOVERY NOTE BY GEOCACHING 2005 (MDT)
 FV1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4350 ***********************************************************************
 AA4350  DESIGNATION -  1 RESET
 AA4350  PID         -  AA4350
 AA4350  STATE/COUNTY-  CA/SAN LUIS OBISPO
 AA4350  USGS QUAD   -  SAN LUIS OBISPO (1994)
 AA4350
 AA4350                         *CURRENT SURVEY CONTROL
 AA4350  ___________________________________________________________________
 AA4350* NAD 83(1986)-  35 15 59.     (N)    120 40 14.     (W)     SCALED    
 AA4350* NAVD 88     -        47.61   (+/-2cm)     156.2    (feet)  VERTCON   
 AA4350  ___________________________________________________________________
 AA4350  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 AA4350  VERT ORDER  -  THIRD (See Below)
 AA4350
 AA4350.The horizontal coordinates were scaled from a topographic map and have
 AA4350.an estimated accuracy of +/- 6 seconds.
 AA4350
 AA4350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4350.The vertical order pertains to the NGVD 29 superseded value.
 AA4350
 AA4350.The geoid height was determined by GEOID03.
 AA4350
 AA4350;                    North         East    Units  Estimated Accuracy
 AA4350;SPC CA 5     -   699,170.    1,757,040.      MT  (+/- 180 meters Scaled)
 AA4350
 AA4350                          SUPERSEDED SURVEY CONTROL
 AA4350
 AA4350  NGVD 29 (08/19/04)   46.74   (m)          153.3    (f) RESET       3  
 AA4350
 AA4350.Superseded values are not recommended for survey control.
 AA4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4350.See file dsdata.txt to determine how the superseded data were derived.
 AA4350
 AA4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE118050(NAD 83)
 AA4350_MARKER: DD = SURVEY DISK
 AA4350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4350+WITH SETTING: PAVEMENT
 AA4350_SP_SET: FLAGPOLE BASE
 AA4350_STAMPING: 1 DPW RESET 1979
 AA4350_MARK LOGO: CADT  
 AA4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4350+STABILITY: SURFACE MOTION
 AA4350
 AA4350  HISTORY     - Date     Condition        Report By
 AA4350  HISTORY     - 1979     MONUMENTED       CADT
 AA4350  HISTORY     - 20051223 GOOD             GEOCAC
 AA4350
 AA4350                          STATION DESCRIPTION
 AA4350
 AA4350'DESCRIBED BY CALTRANS 1979 (CML)
 AA4350'0.6 MILE (1.0 KM) SOUTHWEST ALONG MARSH STREET FROM THE POST OFFICE IN
 AA4350'SAN LUIS OBISPO, THENCE 0.6 MILE (1.0 KM) SOUTH ALONG HIGUERA STREET,
 AA4350'IN R12E T30S, IN THE SOUTHEAST QUARTER OF SECTION 34, AT THE CADT
 AA4350'DISTRICT OFFICE, IN THE TOP OF THE EAST SIDE OF THE CONCRETE BASE FOR
 AA4350'THE FLAGPOLE, 27.0 FEET (8.2 M) WEST OF THE WEST CURB OF THE STREET,
 AA4350'56 FEET (17.1 M) SOUTH OF A 36 INCH SYCAMORE TREE, 0.8 FOOT (24.4 CM)
 AA4350'EAST OF THE EAST SIDE OF FLAGPOLE, AND ABOUT 0.3 FOOT (9.1 CM) ABOVE
 AA4350'GROUND.
 AA4350
 AA4350                          STATION RECOVERY (2005)
 AA4350
 AA4350'RECOVERY NOTE BY GEOCACHING 2005 (MDT)
 AA4350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0119 ***********************************************************************
 FT0119  DESIGNATION -  1 S
 FT0119  PID         -  FT0119
 FT0119  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0119  USGS QUAD   -  WEST OF NELSON LAKE (1986)
 FT0119
 FT0119                         *CURRENT SURVEY CONTROL
 FT0119  ___________________________________________________________________
 FT0119* NAD 83(1986)-  35 25 26.     (N)    116 57 49.     (W)     SCALED    
 FT0119* NAVD 88     -       980.689  (meters)    3217.48   (feet)  POSTED    
 FT0119  ___________________________________________________________________
 FT0119  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FT0119  DYNAMIC HT  -         979.550 (meters)    3213.74  (feet)  COMP
 FT0119  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 FT0119
 FT0119  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FT0119
 FT0119.The horizontal coordinates were scaled from a topographic map and have
 FT0119.an estimated accuracy of +/- 6 seconds.
 FT0119
 FT0119.The orthometric height was determined by differential leveling
 FT0119.and adjusted by the  in 1992.
 FT0119.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FT0119.was located on a no-check spur therefore a value was not computed.
 FT0119.No vertical observational check was made to the station.
 FT0119
 FT0119.The geoid height was determined by GEOID03.
 FT0119
 FT0119.The dynamic height is computed by dividing the NAVD 88
 FT0119.geopotential number by the normal gravity value computed on the
 FT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0119.degrees latitude (g = 980.6199 gals.).
 FT0119
 FT0119.The modeled gravity was interpolated from observed gravity values.
 FT0119
 FT0119;                    North         East    Units  Estimated Accuracy
 FT0119;SPC CA 5     -   713,900.    2,094,120.      MT  (+/- 180 meters Scaled)
 FT0119
 FT0119                          SUPERSEDED SURVEY CONTROL
 FT0119
 FT0119  NGVD 29 (??/??/92)  979.88   (m)         3214.8    (f) COMPUTED    1 2
 FT0119
 FT0119.Superseded values are not recommended for survey control.
 FT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0119.See file dsdata.txt to determine how the superseded data were derived.
 FT0119
 FT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV033200(NAD 83)
 FT0119_MARKER: DD = SURVEY DISK
 FT0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0119_STAMPING: 1 S 1947
 FT0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0119+STABILITY: SURFACE MOTION
 FT0119
 FT0119  HISTORY     - Date     Condition        Report By
 FT0119  HISTORY     - 1947     MONUMENTED       USGS
 FT0119  HISTORY     - 1963     GOOD             NGS
 FT0119  HISTORY     - 1977     POOR             NGS
 FT0119
 FT0119                          STATION DESCRIPTION
 FT0119
 FT0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0119'27.8 MI NW FROM CAMP IRWIN.
 FT0119'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0119'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0119'PICKERING ROAD, THENCE 13.65 MILES NORTHWEST AND NORTHEAST ALONG
 FT0119'RECHTIN ROAD, THENCE 5.15 MILES WEST ALONG A DIRT ROAD, THENCE
 FT0119'0.1 MILE NORTH ACROSS COUNTRY, 35 FEET EAST OF A NORTH-SOUTH
 FT0119'DIRT ROAD, 1.9 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FT0119'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FT0119'ABOVE THE GROUND.
 FT0119
 FT0119                          STATION RECOVERY (1977)
 FT0119
 FT0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0119'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0119'GOLDSTONE ROAD AT FORT IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0119'NASA ROAD, THENCE 14.1 MILES NORTHWEST ALONG GOLDSTONE ROAD,
 FT0119'THENCE 4.1 MILES WEST ALONG A GRADED ROAD, THENCE 0.75 MILE
 FT0119'WEST ALONG A DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A DIM TRACK
 FT0119'ROAD, 35 FT. EAST OF THE CENTER LINE PF THE ROAD, 1.5 FT. WEST
 FT0119'OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0360 ***********************************************************************
 KT0360  DESIGNATION -  1 S
 KT0360  PID         -  KT0360
 KT0360  STATE/COUNTY-  CA/GLENN
 KT0360  USGS QUAD   -  LOGANDALE (1973)
 KT0360
 KT0360                         *CURRENT SURVEY CONTROL
 KT0360  ___________________________________________________________________
 KT0360* NAD 83(1992)-  39 29 25.44608(N)    122 11 34.52056(W)     ADJUSTED  
 KT0360* NAVD 88     -        35.19   (+/-2cm)     115.5    (feet)  VERTCON   
 KT0360  ___________________________________________________________________
 KT0360  EPOCH DATE  -        1991.35
 KT0360  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 KT0360  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 KT0360  HORZ ORDER  -  SECOND
 KT0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0360
 KT0360.The horizontal coordinates were established by classical geodetic methods
 KT0360.and adjusted by the National Geodetic Survey in March 1994.
 KT0360.The horizontal coordinates are valid at the epoch date displayed above.
 KT0360.The epoch date for horizontal control is a decimal equivalence
 KT0360.of Year/Month/Day.
 KT0360
 KT0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0360.The vertical order pertains to the NGVD 29 superseded value.
 KT0360
 KT0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KT0360
 KT0360.The geoid height was determined by GEOID03.
 KT0360
 KT0360;                    North         East     Units Scale Factor Converg.
 KT0360;SPC CA 2     -   702,464.857 1,983,404.818   MT  0.99993969   -0 07 17.9
 KT0360;SPC CA 2     - 2,304,670.12  6,507,220.64   sFT  0.99993969   -0 07 17.9
 KT0360;UTM  10      - 4,371,510.147   569,401.725   MT  0.99965930   +0 30 47.8
 KT0360
 KT0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT0360!SPC CA 2     -   0.99999903  x   0.99993969  =   0.99993872
 KT0360!UTM  10      -   0.99999903  x   0.99965930  =   0.99965833
 KT0360
 KT0360                          SUPERSEDED SURVEY CONTROL
 KT0360
 KT0360  NAD 83(1986)-  39 29 25.43811(N)    122 11 34.51605(W) AD(1984.00) 2
 KT0360  NAD 27      -  39 29 25.86460(N)    122 11 30.58710(W) AD(       ) 2
 KT0360  NGVD 29 (??/??/92)   34.443  (m)          113.00   (f) ADJ UNCH    1 2
 KT0360
 KT0360.Superseded values are not recommended for survey control.
 KT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0360.See file dsdata.txt to determine how the superseded data were derived.
 KT0360
 KT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6940271510(NAD 83)
 KT0360_MARKER: DB = BENCH MARK DISK
 KT0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0360+STABILITY: SURFACE MOTION
 KT0360
 KT0360  HISTORY     - Date     Condition        Report By
 KT0360  HISTORY     - 1959     MONUMENTED       CGS
 KT0360  HISTORY     - 1967     GOOD             NGS
 KT0360
 KT0360                          STATION DESCRIPTION
 KT0360
 KT0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KT0360'SEE STATION LENN.
 KT0360
 KT0360                          STATION RECOVERY (1967)
 KT0360
 KT0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0360'2 MI S FROM WILLOWS.
 KT0360'2.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 KT0360'FROM THE STATION AT WILLOWS, 0.2 MILE SOUTH OF MILEPOLE 148,
 KT0360'40.9 FEET WEST OF THE WEST RAIL, 67 1/2 FEET EAST OF THE CENTER
 KT0360'LINE OF AN ASPHALT ROAD, 30.49 FEET NORTHWEST OF TRIANGULATION
 KT0360'STATION LENN, 55.5 FEET SOUTH OF THE FIFTH POLE SOUTH OF
 KT0360'MILEPOLE 148, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, A 1-INCH IRON
 KT0360'PIPE ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 KT0360'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1110 ***********************************************************************
 KT1110  DESIGNATION -  1 S RESET 1966
 KT1110  PID         -  KT1110
 KT1110  STATE/COUNTY-  CA/MENDOCINO
 KT1110  USGS QUAD   -  WILLITS (1991)
 KT1110
 KT1110                         *CURRENT SURVEY CONTROL
 KT1110  ___________________________________________________________________
 KT1110* NAD 83(1986)-  39 24 46.     (N)    123 20 48.     (W)     SCALED    
 KT1110* NAVD 88     -       414.81   (+/-2cm)    1360.9    (feet)  VERTCON   
 KT1110  ___________________________________________________________________
 KT1110  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 KT1110  VERT ORDER  -  THIRD (See Below)
 KT1110
 KT1110.The horizontal coordinates were scaled from a topographic map and have
 KT1110.an estimated accuracy of +/- 6 seconds.
 KT1110
 KT1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1110.The vertical order pertains to the NGVD 29 superseded value.
 KT1110
 KT1110.The geoid height was determined by GEOID03.
 KT1110
 KT1110;                    North         East    Units  Estimated Accuracy
 KT1110;SPC CA 2     -   694,690.    1,884,040.      MT  (+/- 180 meters Scaled)
 KT1110
 KT1110                          SUPERSEDED SURVEY CONTROL
 KT1110
 KT1110  NGVD 29 (??/??/??)  413.89   (m)         1357.9    (f) RESET       3  
 KT1110
 KT1110.Superseded values are not recommended for survey control.
 KT1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1110.See file dsdata.txt to determine how the superseded data were derived.
 KT1110
 KT1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ701626(NAD 83)
 KT1110_MARKER: DD = SURVEY DISK
 KT1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1110_SP_SET: BRIDGE
 KT1110_STAMPING: 1 S RESET 1966
 KT1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1110
 KT1110  HISTORY     - Date     Condition        Report By
 KT1110  HISTORY     - 1966     MONUMENTED       CGS
 KT1110
 KT1110                          STATION DESCRIPTION
 KT1110
 KT1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT1110'AT WILLITS.
 KT1110'AT WILLITS, 0.15 MILE EAST ALONG COMMERCIAL STREET FROM THE
 KT1110'RAILROAD STATION, AT THE CONCRETE BRIDGE OVER BROADDUS CREEK, SET
 KT1110'IN THE TOP OF THE WEST CONCRETE ABUTMENT, 26 FEET NORTH OF THE
 KT1110'CENTERLINE OF COMMERCIAL STREET, 3.9 FEET NORTHEAST OF THE WEST
 KT1110'END OF THE NORTH METAL GUARD RAIL, 0.7 FOOT NORTH OF THE NORTH
 KT1110'SIDE OF THE BRIDGE, AND ABOUT 1 FOOT LOWER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1337 ***********************************************************************
 EV1337  DESIGNATION -  1 SBCFCD
 EV1337  PID         -  EV1337
 EV1337  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1337  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1337
 EV1337                         *CURRENT SURVEY CONTROL
 EV1337  ___________________________________________________________________
 EV1337* NAD 83(1986)-  34 08 42.     (N)    117 16 04.     (W)     SCALED    
 EV1337* NAVD 88     -       374.77   (+/-2cm)    1229.6    (feet)  VERTCON   
 EV1337  ___________________________________________________________________
 EV1337  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 EV1337  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1337
 EV1337.The horizontal coordinates were scaled from a topographic map and have
 EV1337.an estimated accuracy of +/- 6 seconds.
 EV1337
 EV1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1337.The vertical order pertains to the NGVD 29 superseded value.
 EV1337
 EV1337.The geoid height was determined by GEOID03.
 EV1337
 EV1337;                    North         East    Units  Estimated Accuracy
 EV1337;SPC CA 5     -   571,790.    2,067,530.      MT  (+/- 180 meters Scaled)
 EV1337
 EV1337                          SUPERSEDED SURVEY CONTROL
 EV1337
 EV1337  NGVD 29 (??/??/92)  373.98   (m)         1227.0    (f) COMPUTED    1 2
 EV1337
 EV1337.Superseded values are not recommended for survey control.
 EV1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1337.See file dsdata.txt to determine how the superseded data were derived.
 EV1337
 EV1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT753782(NAD 83)
 EV1337_MARKER: DB = BENCH MARK DISK
 EV1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1337_STAMPING: SBCOFCD 1952
 EV1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1337+STABILITY: SURFACE MOTION
 EV1337
 EV1337  HISTORY     - Date     Condition        Report By
 EV1337  HISTORY     - 1952     MONUMENTED       CA-071
 EV1337  HISTORY     - 1956     GOOD             NGS
 EV1337  HISTORY     - 1979     MARK NOT FOUND   USGS
 EV1337
 EV1337                          STATION DESCRIPTION
 EV1337
 EV1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1337'AT SAN BERNARDINO.
 EV1337'AT SAN BERNARDINO, ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1337'RAILWAY, 1.1 MILES WEST OF DEL ROSA SIDING, 0.2 MILE EAST OF
 EV1337'VALENCIA AVENUE, 23.8 FEET NORTHEAST OF BENCH MARK N 522, 22.6
 EV1337'FEET SOUTH OF THE SOUTH RAIL, 17.3 FEET EAST OF THE NORTHEAST
 EV1337'FENCE CORNER POST OF A STEEL MESH WIRE FENCE AROUND THE CALIFORNIA
 EV1337'ELECTRIC POWER COMPANY COUNTRY CLUB SUB-STATION, 1.0 FOOT
 EV1337'NORTHWEST OF A 2-INCH IRON PIPE PAINTED ORANGE PROJECTING 2.3
 EV1337'FEET ABOVE THE GROUND, ABOUT 3 1/2 FEET LOWER THAN THE TRACK,
 EV1337'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 EV1337'ABOVE THE GROUND.  NOTE-- THE DISK IS SLANTING.  THE ROD WAS
 EV1337'HELD OVER THE LETTERS SB.
 EV1337
 EV1337                          STATION RECOVERY (1979)
 EV1337
 EV1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0807 ***********************************************************************
 DZ0807  DESIGNATION -  1 SBCO
 DZ0807  PID         -  DZ0807
 DZ0807  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0807  USGS QUAD   -  GUADALUPE (1982)
 DZ0807
 DZ0807                         *CURRENT SURVEY CONTROL
 DZ0807  ___________________________________________________________________
 DZ0807* NAD 83(1986)-  34 57 27.     (N)    120 34 25.     (W)     SCALED    
 DZ0807* NAVD 88     -        26.86   (+/-2cm)      88.1    (feet)  VERTCON   
 DZ0807  ___________________________________________________________________
 DZ0807  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 DZ0807  VERT ORDER  -  FIRST     CLASS I (See Below)
 DZ0807
 DZ0807.The horizontal coordinates were scaled from a topographic map and have
 DZ0807.an estimated accuracy of +/- 6 seconds.
 DZ0807
 DZ0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0807.The vertical order pertains to the NGVD 29 superseded value.
 DZ0807
 DZ0807.The geoid height was determined by GEOID03.
 DZ0807
 DZ0807;                    North         East    Units  Estimated Accuracy
 DZ0807;SPC CA 5     -   664,680.    1,764,980.      MT  (+/- 180 meters Scaled)
 DZ0807
 DZ0807                          SUPERSEDED SURVEY CONTROL
 DZ0807
 DZ0807  NGVD 29 (??/??/92)   26.029  (m)           85.40   (f) ADJ UNCH    1 1
 DZ0807
 DZ0807.Superseded values are not recommended for survey control.
 DZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0807.See file dsdata.txt to determine how the superseded data were derived.
 DZ0807
 DZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD215710(NAD 83)
 DZ0807_MARKER: DB = BENCH MARK DISK
 DZ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0807+STABILITY: SURFACE MOTION
 DZ0807
 DZ0807  HISTORY     - Date     Condition        Report By
 DZ0807  HISTORY     - UNK      MONUMENTED       CA-083
 DZ0807  HISTORY     - 1956     GOOD             NGS
 DZ0807  HISTORY     - 1961     GOOD             NGS
 DZ0807  HISTORY     - 1977     MARK NOT FOUND   NGS
 DZ0807
 DZ0807                          STATION DESCRIPTION
 DZ0807
 DZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0807'AT GUADALUPE.
 DZ0807'AT GUADALUPE, 0.4 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY
 DZ0807'RAILROAD FROM THE STATION, AT THE INTERSECTION OF STATE HIGHWAY
 DZ0807'1 LEADING NORTH AND SOUTH AND STATE HIGHWAY 166 LEADING EAST AND
 DZ0807'MAIN STREET LEADING WEST, AT THE APPROXIMATE CENTER OF THE
 DZ0807'INTERSECTION, 90 FEET SOUTHWEST OF BENCH MARK F 26 84 L.A.
 DZ0807'(USGS), ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DZ0807'CONCRETE POST FLUSH WITH THE GROUND.
 DZ0807
 DZ0807                          STATION RECOVERY (1961)
 DZ0807
 DZ0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DZ0807'RECOVERED IN GOOD CONDITION.
 DZ0807
 DZ0807                          STATION RECOVERY (1977)
 DZ0807
 DZ0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DZ0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1195 ***********************************************************************
 DY1195  DESIGNATION -  1 SCECO
 DY1195  PID         -  DY1195
 DY1195  STATE/COUNTY-  CA/LOS ANGELES
 DY1195  USGS QUAD   -  REDONDO BEACH (1981)
 DY1195
 DY1195                         *CURRENT SURVEY CONTROL
 DY1195  ___________________________________________________________________
 DY1195* NAD 83(1986)-  33 51 06.     (N)    118 23 49.     (W)     SCALED    
 DY1195* NAVD 88     -         4.19   (+/-2cm)      13.7    (feet)  VERTCON   
 DY1195  ___________________________________________________________________
 DY1195  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY1195  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1195
 DY1195.The horizontal coordinates were scaled from a topographic map and have
 DY1195.an estimated accuracy of +/- 6 seconds.
 DY1195
 DY1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1195.The vertical order pertains to the NGVD 29 superseded value.
 DY1195
 DY1195.The geoid height was determined by GEOID03.
 DY1195
 DY1195;                    North         East    Units  Estimated Accuracy
 DY1195;SPC CA 5     -   539,080.    1,963,260.      MT  (+/- 180 meters Scaled)
 DY1195
 DY1195                          SUPERSEDED SURVEY CONTROL
 DY1195
 DY1195  NGVD 29 (??/??/92)    3.493  (m)           11.46   (f) ADJ UNCH    1 1
 DY1195
 DY1195.Superseded values are not recommended for survey control.
 DY1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1195.See file dsdata.txt to determine how the superseded data were derived.
 DY1195
 DY1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT707465(NAD 83)
 DY1195_MARKER: DD = SURVEY DISK
 DY1195_SETTING: 0 = UNSPECIFIED SETTING
 DY1195_STAMPING: 1-1956
 DY1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1195
 DY1195  HISTORY     - Date     Condition        Report By
 DY1195  HISTORY     - 1956     MONUMENTED       SCECO
 DY1195  HISTORY     - 1968     GOOD             NGS
 DY1195  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY1195
 DY1195                          STATION DESCRIPTION
 DY1195
 DY1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DY1195'0.7 MI NW FROM REDONDO BEACH.
 DY1195'0.7 MI NW OF THE CIVIC CENTER OF REDONDO BEACH, HARBOR DRIVE,
 DY1195'11TH STREET AND YACHT CLUB WAY.  11TH STREET IS THE ENTRANCE TO
 DY1195'THE SOUTHERN CALIFORNIA EDISON COMPANY REDONDO GENERATING STATION.
 DY1195'IN THE PLANTING AREA AT THE SOUTHEAST CORNER, 40.6 FEET E OF THE E
 DY1195'CURB LINE OF HARBOR DRIVE, AND 23.0 FEET S OF THE SOUTH CURB LINE
 DY1195'OF 11TH STREET.  SET IN CONCRETE FLUSH WITH THE GROUND.
 DY1195
 DY1195                          STATION RECOVERY (1978)
 DY1195
 DY1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0507 ***********************************************************************
 DC0507  DESIGNATION -  1 SDWD
 DC0507  PID         -  DC0507
 DC0507  STATE/COUNTY-  CA/SAN DIEGO
 DC0507  USGS QUAD   -  EL CAJON (1975)
 DC0507
 DC0507                         *CURRENT SURVEY CONTROL
 DC0507  ___________________________________________________________________
 DC0507* NAD 83(1986)-  32 51 16.     (N)    116 56 33.     (W)     SCALED    
 DC0507* NAVD 88     -       116.12   (+/-2cm)     381.0    (feet)  VERTCON   
 DC0507  ___________________________________________________________________
 DC0507  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DC0507  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0507
 DC0507.The horizontal coordinates were scaled from a topographic map and have
 DC0507.an estimated accuracy of +/- 6 seconds.
 DC0507
 DC0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0507.The vertical order pertains to the NGVD 29 superseded value.
 DC0507
 DC0507.The geoid height was determined by GEOID03.
 DC0507
 DC0507;                    North         East    Units  Estimated Accuracy
 DC0507;SPC CA 6     -   576,490.    1,935,180.      MT  (+/- 180 meters Scaled)
 DC0507
 DC0507                          SUPERSEDED SURVEY CONTROL
 DC0507
 DC0507  NGVD 29 (??/??/??)  115.510  (m)          378.97   (f) ADJUSTED    1 2
 DC0507
 DC0507.Superseded values are not recommended for survey control.
 DC0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0507.See file dsdata.txt to determine how the superseded data were derived.
 DC0507
 DC0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS053351(NAD 83)
 DC0507_MARKER: Z = SEE DESCRIPTION
 DC0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0507_SP_SET: CONCRETE MANHOLE BOX
 DC0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0507
 DC0507  HISTORY     - Date     Condition        Report By
 DC0507  HISTORY     - UNK      MONUMENTED       SDWD
 DC0507  HISTORY     - 1955     GOOD             NGS
 DC0507
 DC0507                          STATION DESCRIPTION
 DC0507
 DC0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0507'1.5 MI W FROM LAKESIDE.
 DC0507'1.5 MILES WEST ALONG STATE HIGHWAY 67 FROM THE SECURITY TRUST
 DC0507'AND SAVINGS BANK AT LAKESIDE, 1.9 MILES NORTHEAST OF SANTEE,
 DC0507'0.3 MILE WEST OF THE LAKESIDE UNION SCHOOL, AT THE RIVERVIEW
 DC0507'PUMPING PLANT OF THE SAN DIEGO CITY WATER DEPARTMENT, IN THE
 DC0507'TOP OF THE NORTHEAST CORNER OF A CONCRETE MANHOLE BOX, 47.9
 DC0507'FEET NORTHWEST OF B.M. P 281, 35 FEET SOUTH OF THE CENTER LINE
 DC0507'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  PREVIOUSLY
 DC0507'DESIGNATED B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0405 ***********************************************************************
 DW0405  DESIGNATION -  1 T MWDSC
 DW0405  PID         -  DW0405
 DW0405  STATE/COUNTY-  CA/RIVERSIDE
 DW0405  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0405
 DW0405                         *CURRENT SURVEY CONTROL
 DW0405  ___________________________________________________________________
 DW0405* NAD 83(1986)-  33 40 55.     (N)    115 59 18.     (W)     SCALED    
 DW0405* NAVD 88     -       508.04   (+/-2cm)    1666.8    (feet)  VERTCON   
 DW0405  ___________________________________________________________________
 DW0405  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DW0405  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0405
 DW0405.The horizontal coordinates were scaled from a topographic map and have
 DW0405.an estimated accuracy of +/- 6 seconds.
 DW0405
 DW0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0405.The vertical order pertains to the NGVD 29 superseded value.
 DW0405
 DW0405.The geoid height was determined by GEOID03.
 DW0405
 DW0405;                    North         East    Units  Estimated Accuracy
 DW0405;SPC CA 6     -   668,080.    2,024,260.      MT  (+/- 180 meters Scaled)
 DW0405
 DW0405                          SUPERSEDED SURVEY CONTROL
 DW0405
 DW0405  NGVD 29 (??/??/??)  507.335  (m)         1664.48   (f) ADJUSTED    1 2
 DW0405
 DW0405.Superseded values are not recommended for survey control.
 DW0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0405.See file dsdata.txt to determine how the superseded data were derived.
 DW0405
 DW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT937273(NAD 83)
 DW0405_MARKER: DD = SURVEY DISK
 DW0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0405_SP_SET: CONCRETE
 DW0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0405
 DW0405  HISTORY     - Date     Condition        Report By
 DW0405  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0405  HISTORY     - 1931     GOOD             MWDSC
 DW0405
 DW0405                          STATION DESCRIPTION
 DW0405
 DW0405'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0405'19.2 MI ESE FROM INDIO.
 DW0405'9.8 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DW0405'OF THE FARGO CANYON ROAD, ABOUT 300 FEET NORTH OF THE ROAD,
 DW0405'ABOUT 300 FEET NORTHWEST OF A ROAD LEADING UP A SMALL CANYON, ON
 DW0405'THE SOUTH SLOPE OF A SMALL KNOLL, ON THE NORTH SIDE OF A WASH, AND
 DW0405'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0405'CALIFORNIA STANDARD DISK, SET IN CONCRETE.  NOTE-- THE FENCE
 DW0405'SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH
 DW0405'A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0404 ***********************************************************************
 DW0404  DESIGNATION -  1 U MWDSC
 DW0404  PID         -  DW0404
 DW0404  STATE/COUNTY-  CA/RIVERSIDE
 DW0404  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0404
 DW0404                         *CURRENT SURVEY CONTROL
 DW0404  ___________________________________________________________________
 DW0404* NAD 83(1986)-  33 40 58.     (N)    115 58 51.     (W)     SCALED    
 DW0404* NAVD 88     -       519.64   (+/-2cm)    1704.9    (feet)  VERTCON   
 DW0404  ___________________________________________________________________
 DW0404  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DW0404  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0404
 DW0404.The horizontal coordinates were scaled from a topographic map and have
 DW0404.an estimated accuracy of +/- 6 seconds.
 DW0404
 DW0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0404.The vertical order pertains to the NGVD 29 superseded value.
 DW0404
 DW0404.The geoid height was determined by GEOID03.
 DW0404
 DW0404;                    North         East    Units  Estimated Accuracy
 DW0404;SPC CA 6     -   668,180.    2,024,960.      MT  (+/- 180 meters Scaled)
 DW0404
 DW0404                          SUPERSEDED SURVEY CONTROL
 DW0404
 DW0404  NGVD 29 (??/??/??)  518.931  (m)         1702.53   (f) ADJUSTED    1 2
 DW0404
 DW0404.Superseded values are not recommended for survey control.
 DW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0404.See file dsdata.txt to determine how the superseded data were derived.
 DW0404
 DW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT944274(NAD 83)
 DW0404_MARKER: DD = SURVEY DISK
 DW0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0404_SP_SET: CONCRETE
 DW0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0404
 DW0404  HISTORY     - Date     Condition        Report By
 DW0404  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0404  HISTORY     - 1931     GOOD             MWDSC
 DW0404
 DW0404                          STATION DESCRIPTION
 DW0404
 DW0404'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0404'19.7 MI ESE FROM INDIO.
 DW0404'10.3 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DW0404'OF THE FARGO CANYON ROAD, ABOUT 1/4 MILE EAST OF A ROAD LEADING
 DW0404'UP A SMALL CANYON, 60 FEET NORTH OF THE ROAD, ABOUT 2000 FEET
 DW0404'NORTHWEST OF THE LOS ANGELES WATER DEPARTMENT TRIANGULATION
 DW0404'STATION PASS, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 DW0404'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN CONCRETE.
 DW0404'NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY
 DW0404'2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED
 DW0404'AT ONE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0183 ***********************************************************************
 DZ0183  DESIGNATION -  1 UOCO
 DZ0183  PID         -  DZ0183
 DZ0183  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0183  USGS QUAD   -  ORCUTT (1978)
 DZ0183
 DZ0183                         *CURRENT SURVEY CONTROL
 DZ0183  ___________________________________________________________________
 DZ0183* NAD 83(1986)-  34 51 53.     (N)    120 26 56.     (W)     SCALED    
 DZ0183* NAVD 88     -        96.73   (+/-2cm)     317.4    (feet)  VERTCON   
 DZ0183  ___________________________________________________________________
 DZ0183  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DZ0183  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0183
 DZ0183.The horizontal coordinates were scaled from a topographic map and have
 DZ0183.an estimated accuracy of +/- 6 seconds.
 DZ0183
 DZ0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0183.The vertical order pertains to the NGVD 29 superseded value.
 DZ0183
 DZ0183.The geoid height was determined by GEOID03.
 DZ0183
 DZ0183;                    North         East    Units  Estimated Accuracy
 DZ0183;SPC CA 5     -   654,110.    1,776,120.      MT  (+/- 180 meters Scaled)
 DZ0183
 DZ0183                          SUPERSEDED SURVEY CONTROL
 DZ0183
 DZ0183  NGVD 29 (??/??/92)   95.931  (m)          314.73   (f) ADJ UNCH    1 2
 DZ0183
 DZ0183.Superseded values are not recommended for survey control.
 DZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0183.See file dsdata.txt to determine how the superseded data were derived.
 DZ0183
 DZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD332610(NAD 83)
 DZ0183_MARKER: DD = SURVEY DISK
 DZ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0183_STAMPING: 1
 DZ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0183+STABILITY: SURFACE MOTION
 DZ0183
 DZ0183  HISTORY     - Date     Condition        Report By
 DZ0183  HISTORY     - UNK      MONUMENTED       UOCO
 DZ0183  HISTORY     - 1956     GOOD             NGS
 DZ0183  HISTORY     - 1973     GOOD             CA-083
 DZ0183
 DZ0183                          STATION DESCRIPTION
 DZ0183
 DZ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0183'AT ORCUTT.
 DZ0183'AT ORCUTT, 0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE,
 DZ0183'AT THE Y JUNCTION OF STATE HIGHWAY 1, 42.7 FEET NORTHWEST OF
 DZ0183'THE CENTER LINE OF THE HIGHWAY, 27.4 FEET EAST OF TELEGRAPH
 DZ0183'POLE S-5157-Y, 29.4 FEET SOUTH OF THE CENTER LINE OF THE
 DZ0183'AVENUE, 4.6 FEET NORTHEAST OF A 6-BY 6-INCH WOODEN POST (BEARING
 DZ0183'BLACK LETTERS SB 56 E, SB 2 N, SB 56 D), ABOUT LEVEL WITH THE
 DZ0183'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN A
 DZ0183'6-INCH IRON CASING PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DZ0183'NOTE-- POST OFFICE IS NOW A BANK, HWY 1 NOW BYPASSES ORCUTT.
 DZ0183
 DZ0183                          STATION RECOVERY (1973)
 DZ0183
 DZ0183'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1973
 DZ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1541 ***********************************************************************
 JS1541  DESIGNATION -  1 USBR
 JS1541  PID         -  JS1541
 JS1541  STATE/COUNTY-  CA/SACRAMENTO
 JS1541  USGS QUAD   -  ISLETON (1993)
 JS1541
 JS1541                         *CURRENT SURVEY CONTROL
 JS1541  ___________________________________________________________________
 JS1541* NAD 83(1986)-  38 14 47.     (N)    121 30 33.     (W)     SCALED    
 JS1541* NAVD 88     -         7.52   (+/-2cm)      24.7    (feet)  VERTCON   
 JS1541  ___________________________________________________________________
 JS1541  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JS1541  VERT ORDER  -  THIRD (See Below)
 JS1541
 JS1541.The horizontal coordinates were scaled from a topographic map and have
 JS1541.an estimated accuracy of +/- 6 seconds.
 JS1541
 JS1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1541.The vertical order pertains to the NGVD 29 superseded value.
 JS1541
 JS1541.The geoid height was determined by GEOID03.
 JS1541
 JS1541;                    North         East    Units  Estimated Accuracy
 JS1541;SPC CA 2     -   564,470.    2,042,970.      MT  (+/- 180 meters Scaled)
 JS1541
 JS1541                          SUPERSEDED SURVEY CONTROL
 JS1541
 JS1541  NGVD 29 (??/??/??)    6.79   (m)           22.3    (f) RESET       3  
 JS1541
 JS1541.Superseded values are not recommended for survey control.
 JS1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1541.See file dsdata.txt to determine how the superseded data were derived.
 JS1541
 JS1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH304342(NAD 83)
 JS1541_MARKER: DD = SURVEY DISK
 JS1541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1541_SP_SET: ABUTMENT
 JS1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1541
 JS1541  HISTORY     - Date     Condition        Report By
 JS1541  HISTORY     - UNK      MONUMENTED       BOR
 JS1541  HISTORY     - 1951     GOOD             NGS
 JS1541  HISTORY     - 1967     GOOD             NGS
 JS1541
 JS1541                          STATION DESCRIPTION
 JS1541
 JS1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1541'0.5 MI N FROM WALNUT GROVE.
 JS1541'0.5 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT WALNUT
 JS1541'GROVE, AT THE DELTA CROSS CHANNEL FLOOD GATE STRUCTURE, ON TOP
 JS1541'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT.
 JS1541
 JS1541                          STATION RECOVERY (1967)
 JS1541
 JS1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3771 ***********************************************************************
 HS3771  DESIGNATION -  1 USBR
 HS3771  PID         -  HS3771
 HS3771  STATE/COUNTY-  CA/CONTRA COSTA
 HS3771  USGS QUAD   -  BRENTWOOD (1978)
 HS3771
 HS3771                         *CURRENT SURVEY CONTROL
 HS3771  ___________________________________________________________________
 HS3771* NAD 83(1986)-  37 58 34.     (N)    121 38 22.     (W)     SCALED    
 HS3771* NAVD 88     -         3.52   (+/-2cm)      11.5    (feet)  VERTCON   
 HS3771  ___________________________________________________________________
 HS3771  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HS3771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3771
 HS3771.The horizontal coordinates were scaled from a topographic map and have
 HS3771.an estimated accuracy of +/- 6 seconds.
 HS3771
 HS3771.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3771.The vertical order pertains to the NGVD 29 superseded value.
 HS3771
 HS3771.The geoid height was determined by GEOID03.
 HS3771
 HS3771;                    North         East    Units  Estimated Accuracy
 HS3771;SPC CA 3     -   664,430.    1,899,900.      MT  (+/- 180 meters Scaled)
 HS3771
 HS3771                          SUPERSEDED SURVEY CONTROL
 HS3771
 HS3771  NGVD 29 (??/??/92)    2.80   (m)            9.2    (f) COMPUTED    2 0
 HS3771
 HS3771.Superseded values are not recommended for survey control.
 HS3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3771.See file dsdata.txt to determine how the superseded data were derived.
 HS3771
 HS3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH194040(NAD 83)
 HS3771_MARKER: Z = SEE DESCRIPTION
 HS3771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3771_SP_SET: COTTONWOOD TREE
 HS3771_STAMPING: R SL 1
 HS3771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3771
 HS3771  HISTORY     - Date     Condition        Report By
 HS3771  HISTORY     - UNK      MONUMENTED       BOR
 HS3771  HISTORY     - 1964     GOOD             NGS
 HS3771  HISTORY     - 1966     GOOD             NGS
 HS3771
 HS3771                          STATION DESCRIPTION
 HS3771
 HS3771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS3771'2.1 MI E FROM KNIGHTSEN.
 HS3771'0.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HS3771'RAILROAD FROM THE STATION AT KNIGHTSEN, THENCE 0.2 MILES NORTH
 HS3771'ALONG KNIGHTSEN ROAD, THENCE 1.5 MILES EAST ALONG TULE LANE,
 HS3771'THENCE ABOUT 100 YARDS EAST ALONG A TRACK ROAD ON THE NORTH
 HS3771'LEVEE OF ROCK SLOUGH, 0.15 MILES SOUTHEAST OF U.S. BUREAU OF
 HS3771'RECLAMATION FISH SCREEN ACROSS THE CONTRA COSTA CANAL, ABOUT 100
 HS3771'YARDS EAST OF THE CONTRA COSTA CANAL INTAKE AT A U.S.B.R. GAGING
 HS3771'STATION, 23 FEET SOUTH OF THE CENTER OF THE LEVEE ROAD, 8.6 FEET
 HS3771'WEST OF THE CENTER OF THE DOOR TO THE GAGE HOUSE, 14.7 FEET
 HS3771'NORTHEAST OF THE WITNESS POST WEDGED IN A COTTONWOOD TREE AND
 HS3771'PAINTED USBR B.M. NO. 1, ABOUT LEVEL WITH THE ROAD, AND SCREWED
 HS3771'IN THE TOP OF A 3-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING
 HS3771'0.4 FEET.
 HS3771
 HS3771                          STATION RECOVERY (1966)
 HS3771
 HS3771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3447 ***********************************************************************
 HS3447  DESIGNATION -  1 USBR
 HS3447  PID         -  HS3447
 HS3447  STATE/COUNTY-  CA/CONTRA COSTA
 HS3447  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3447
 HS3447                         *CURRENT SURVEY CONTROL
 HS3447  ___________________________________________________________________
 HS3447* NAD 83(1986)-  37 49 01.     (N)    121 33 30.     (W)     SCALED    
 HS3447* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 HS3447  ___________________________________________________________________
 HS3447  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HS3447  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3447
 HS3447.The horizontal coordinates were scaled from a topographic map and have
 HS3447.an estimated accuracy of +/- 6 seconds.
 HS3447
 HS3447.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3447.The vertical order pertains to the NGVD 29 superseded value.
 HS3447
 HS3447.The geoid height was determined by GEOID03.
 HS3447
 HS3447;                    North         East    Units  Estimated Accuracy
 HS3447;SPC CA 3     -   646,680.    1,906,820.      MT  (+/- 180 meters Scaled)
 HS3447
 HS3447                          SUPERSEDED SURVEY CONTROL
 HS3447
 HS3447  NGVD 29 (??/??/92)    2.53   (m)            8.3    (f) COMPUTED    1 2
 HS3447
 HS3447.Superseded values are not recommended for survey control.
 HS3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3447.See file dsdata.txt to determine how the superseded data were derived.
 HS3447
 HS3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG268864(NAD 83)
 HS3447_MARKER: DD = SURVEY DISK
 HS3447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3447_SP_SET: TRASH COLLECTING RACK HEAD WAL
 HS3447_STAMPING: 1
 HS3447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3447
 HS3447  HISTORY     - Date     Condition        Report By
 HS3447  HISTORY     - UNK      MONUMENTED       BOR
 HS3447  HISTORY     - 1957     GOOD             NGS
 HS3447  HISTORY     - 1971     GOOD             NGS
 HS3447
 HS3447                          STATION DESCRIPTION
 HS3447
 HS3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3447'0.8 MI SW FROM CLIFTON COURT FERRY.
 HS3447'0.8 MILE SOUTHWEST ALONG HERDLYN ROAD FROM THE CLIFTON COURT
 HS3447'FERRY OVER OLD RIVER, AT THE SOUTHEAST CORNER OF CLIFTON
 HS3447'COURT TRACT, AT THE FISH COLLECTING FACILITIES OF THE DELTA-MENDOTA
 HS3447'CANAL, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 HS3447'HEAD WALL OF THE TRASH COLLECTING RACK, 2.3 FEET NORTHEAST OF
 HS3447'THE NORTHEAST RAIL OF THE TRASH RAKE, AND ABOUT 1/2 FOOT HIGHER
 HS3447'THAN THE CONCRETE FLOOR.
 HS3447
 HS3447                          STATION RECOVERY (1971)
 HS3447
 HS3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HS3447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6040 ***********************************************************************
 EW6040  DESIGNATION -  1 USE
 EW6040  PID         -  EW6040
 EW6040  STATE/COUNTY-  CA/VENTURA
 EW6040  USGS QUAD   -  
 EW6040
 EW6040                         *CURRENT SURVEY CONTROL
 EW6040  ___________________________________________________________________
 EW6040* NAD 83(1986)-  34 13 04.     (N)    119 15 27.     (W)     SCALED    
 EW6040* NAVD 88     -         7.35   (+/-2cm)      24.1    (feet)  VERTCON   
 EW6040  ___________________________________________________________________
 EW6040  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 EW6040  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6040
 EW6040.The horizontal coordinates were scaled from a topographic map and have
 EW6040.an estimated accuracy of +/- 6 seconds.
 EW6040
 EW6040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6040.The vertical order pertains to the NGVD 29 superseded value.
 EW6040
 EW6040.The geoid height was determined by GEOID03.
 EW6040
 EW6040;                    North         East    Units  Estimated Accuracy
 EW6040;SPC CA 5     -   580,340.    1,884,130.      MT  (+/- 180 meters Scaled)
 EW6040
 EW6040                          SUPERSEDED SURVEY CONTROL
 EW6040
 EW6040  NGVD 29 (??/??/92)    6.62   (m)           21.7    (f) COMPUTED    1 2
 EW6040
 EW6040.Superseded values are not recommended for survey control.
 EW6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6040.See file dsdata.txt to determine how the superseded data were derived.
 EW6040
 EW6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT920886(NAD 83)
 EW6040_MARKER: DD = SURVEY DISK
 EW6040_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EW6040+WITH SETTING: INTO GROUND
 EW6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6040+STABILITY: SURFACE MOTION
 EW6040
 EW6040  HISTORY     - Date     Condition        Report By
 EW6040  HISTORY     - UNK      MONUMENTED       DOD
 EW6040  HISTORY     - 1939     GOOD             NGS
 EW6040
 EW6040                          STATION DESCRIPTION
 EW6040
 EW6040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EW6040'4.9 MI S FROM VENTURA.
 EW6040'4.9 MILES SOUTH ALONG OCEAN DRIVE FROM THE SOUTHERN PACIFIC CO.
 EW6040'RAILROAD STATION AT VENTURA, VENTURA COUNTY, ABOUT 400 FEET
 EW6040'NORTH OF A WOODEN BATHHOUSE, 300 FEET EAST OF THE HIGHTIDE LINE,
 EW6040'AND 145 FEET WEST OF THE CENTERLINE OF THE DRIVE.  A CORPS OF
 EW6040'ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1715 ***********************************************************************
 HT1715  DESIGNATION -  1 USE
 HT1715  PID         -  HT1715
 HT1715  STATE/COUNTY-  CA/MARIN
 HT1715  USGS QUAD   -  SAN RAFAEL (1995)
 HT1715
 HT1715                         *CURRENT SURVEY CONTROL
 HT1715  ___________________________________________________________________
 HT1715* NAD 83(1986)-  37 52 50.     (N)    122 37 08.     (W)     SCALED    
 HT1715* NAVD 88     -       115.65   (+/-2cm)     379.4    (feet)  VERTCON   
 HT1715  ___________________________________________________________________
 HT1715  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HT1715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HT1715
 HT1715.The horizontal coordinates were scaled from a topographic map and have
 HT1715.an estimated accuracy of +/- 6 seconds.
 HT1715
 HT1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1715.The vertical order pertains to the NGVD 29 superseded value.
 HT1715
 HT1715.The geoid height was determined by GEOID03.
 HT1715
 HT1715;                    North         East    Units  Estimated Accuracy
 HT1715;SPC CA 3     -   655,330.    1,813,620.      MT  (+/- 180 meters Scaled)
 HT1715
 HT1715                          SUPERSEDED SURVEY CONTROL
 HT1715
 HT1715  NGVD 29 (??/??/92)  114.827  (m)          376.73   (f) ADJ UNCH    2 0
 HT1715
 HT1715.Superseded values are not recommended for survey control.
 HT1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1715.See file dsdata.txt to determine how the superseded data were derived.
 HT1715
 HT1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG335926(NAD 83)
 HT1715_MARKER: DD = SURVEY DISK
 HT1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1715_STAMPING: B M 1
 HT1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1715+STABILITY: SURFACE MOTION
 HT1715
 HT1715  HISTORY     - Date     Condition        Report By
 HT1715  HISTORY     - UNK      MONUMENTED       DOD
 HT1715  HISTORY     - 1951     GOOD             NGS
 HT1715  HISTORY     - 1959     GOOD             NGS
 HT1715
 HT1715                          STATION DESCRIPTION
 HT1715
 HT1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1715'2.1 MI SE FROM STINSON BEACH.
 HT1715'ABOUT 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST
 HT1715'OFFICE AT STINSON BEACH, AT THE OUTSIDE OF A CURVE, ON TOP OF A
 HT1715'RIDGE TO THE SOUTH, 46.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HT1715'HIGHWAY, 43 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN
 HT1715'GUARD RAIL, 10 1/2 FEET NORTHWEST OF THE CENTER OF A WIRE GATE,
 HT1715'0.7 FEET NORTHEAST OF A WIRE FENCE, 2 FEET LOWER THAN THE
 HT1715'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 HT1715'FEET.
 HT1715
 HT1715                          STATION RECOVERY (1959)
 HT1715
 HT1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HT1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1654 ***********************************************************************
 JS1654  DESIGNATION -  1 USE
 JS1654  PID         -  JS1654
 JS1654  STATE/COUNTY-  CA/SACRAMENTO
 JS1654  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1654
 JS1654                         *CURRENT SURVEY CONTROL
 JS1654  ___________________________________________________________________
 JS1654* NAD 83(1986)-  38 05 53.     (N)    121 34 07.     (W)     SCALED    
 JS1654* NAVD 88     -         1.05   (+/-2cm)       3.4    (feet)  VERTCON   
 JS1654  ___________________________________________________________________
 JS1654  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JS1654  VERT ORDER  -  THIRD (See Below)
 JS1654
 JS1654.The horizontal coordinates were scaled from a topographic map and have
 JS1654.an estimated accuracy of +/- 6 seconds.
 JS1654
 JS1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1654.The vertical order pertains to the NGVD 29 superseded value.
 JS1654
 JS1654.The geoid height was determined by GEOID03.
 JS1654
 JS1654;                    North         East    Units  Estimated Accuracy
 JS1654;SPC CA 2     -   547,980.    2,037,840.      MT  (+/- 180 meters Scaled)
 JS1654
 JS1654                          SUPERSEDED SURVEY CONTROL
 JS1654
 JS1654  NGVD 29 (??/??/??)    0.34   (m)            1.1    (f) RESET       3  
 JS1654
 JS1654.Superseded values are not recommended for survey control.
 JS1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1654.See file dsdata.txt to determine how the superseded data were derived.
 JS1654
 JS1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH255176(NAD 83)
 JS1654_MARKER: B = BOLT
 JS1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1654_SP_SET: TOWER FOUNDATION
 JS1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1654
 JS1654  HISTORY     - Date     Condition        Report By
 JS1654  HISTORY     - UNK      MONUMENTED       DOD
 JS1654  HISTORY     - 1967     GOOD             NGS
 JS1654
 JS1654                          STATION DESCRIPTION
 JS1654
 JS1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JS1654'AT PIRATES LAIR FISH RSORT.
 JS1654'AT THE PIRATES LAIR FISHING RESORT, ON ANDRUS ISLAND, AT THE
 JS1654'CONFLUENCE OF THE MOKELUMNE AND SAN JOAQUIN RIVERS, AT A POWER
 JS1654'LINE STEEL TOWER, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 JS1654'CONCRETE FOUNDATION, 118 FEET NORTH OF THE CENTER LINE OF THE
 JS1654'LEVEE ROAD, 84.9 FEET WEST OF THE WEST CORNER OF A CAFE AND BAIT
 JS1654'SHOP, 28.1 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 0.8
 JS1654'FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOWER, ABOUT 6
 JS1654'FEET LOWER THAN THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0805 ***********************************************************************
 MX0805  DESIGNATION -  1 USFS
 MX0805  PID         -  MX0805
 MX0805  STATE/COUNTY-  CA/DEL NORTE
 MX0805  USGS QUAD   -  HURDYGURDY BUTTE (1982)
 MX0805
 MX0805                         *CURRENT SURVEY CONTROL
 MX0805  ___________________________________________________________________
 MX0805* NAD 83(1986)-  41 52 21.     (N)    123 47 33.     (W)     SCALED    
 MX0805* NAVD 88     -       443.270  (meters)    1454.30   (feet)  POSTED    
 MX0805  ___________________________________________________________________
 MX0805  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 MX0805  DYNAMIC HT  -         443.070 (meters)    1453.64  (feet)  COMP
 MX0805  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MX0805
 MX0805  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MX0805
 MX0805.The horizontal coordinates were scaled from a topographic map and have
 MX0805.an estimated accuracy of +/- 6 seconds.
 MX0805
 MX0805.The orthometric height was determined by differential leveling
 MX0805.and adjusted by the  in 1992.
 MX0805.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MX0805.was located on a no-check spur therefore a value was not computed.
 MX0805.No vertical observational check was made to the station.
 MX0805
 MX0805.The geoid height was determined by GEOID03.
 MX0805
 MX0805.The dynamic height is computed by dividing the NAVD 88
 MX0805.geopotential number by the normal gravity value computed on the
 MX0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0805.degrees latitude (g = 980.6199 gals.).
 MX0805
 MX0805.The modeled gravity was interpolated from observed gravity values.
 MX0805
 MX0805;                    North         East    Units  Estimated Accuracy
 MX0805;SPC CA 1     -   783,480.    1,851,200.      MT  (+/- 180 meters Scaled)
 MX0805
 MX0805                          SUPERSEDED SURVEY CONTROL
 MX0805
 MX0805  NGVD 29 (??/??/??)  442.255  (m)         1450.96   (f) ADJUSTED    2 0
 MX0805
 MX0805.Superseded values are not recommended for survey control.
 MX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0805.See file dsdata.txt to determine how the superseded data were derived.
 MX0805
 MX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM342359(NAD 83)
 MX0805_MARKER: DD = SURVEY DISK
 MX0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0805_SP_SET: TREE
 MX0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0805
 MX0805  HISTORY     - Date     Condition        Report By
 MX0805  HISTORY     - UNK      MONUMENTED       USFS
 MX0805  HISTORY     - 1942     GOOD             NGS
 MX0805
 MX0805                          STATION DESCRIPTION
 MX0805
 MX0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MX0805'12 MI NE FROM GASQUET.
 MX0805'2.0 MILES SOUTH ALONG THE SISKIYOU FORK TRAIL FROM THE JUNCTION
 MX0805'OF U.S. HIGHWAY 199 ABOUT 10 MILES NORTHEAST OF GASQUET, DEL
 MX0805'NORTE COUNTY, AT A 12-INCH ALDER TREE USED AS FOREST SERVICE
 MX0805'MILE-MARKER 2, AND IN A BLAZE AT THE BASE OF THE TREE.  A
 MX0805'UNITED STATES FOREST SERVICE STANDARD LAG SCREW AND WASHER.
 MX0805'NOTE-- PREVIOUS DESIGNATION WAS B.M. (USFS)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1166 ***********************************************************************
 FU1166  DESIGNATION -  1 USGS
 FU1166  PID         -  FU1166
 FU1166  STATE/COUNTY-  CA/TULARE
 FU1166  USGS QUAD   -  DELANO EAST (1973)
 FU1166
 FU1166                         *CURRENT SURVEY CONTROL
 FU1166  ___________________________________________________________________
 FU1166* NAD 83(1986)-  35 47 59.     (N)    119 09 06.     (W)     SCALED    
 FU1166* NAVD 88     -       136.48   (+/-2cm)     447.8    (feet)  VERTCON   
 FU1166  ___________________________________________________________________
 FU1166  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 FU1166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU1166
 FU1166.The horizontal coordinates were scaled from a topographic map and have
 FU1166.an estimated accuracy of +/- 6 seconds.
 FU1166
 FU1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1166.The vertical order pertains to the NGVD 29 superseded value.
 FU1166
 FU1166.The geoid height was determined by GEOID03.
 FU1166
 FU1166;                    North         East    Units  Estimated Accuracy
 FU1166;SPC CA 4     -   551,760.    1,986,290.      MT  (+/- 180 meters Scaled)
 FU1166
 FU1166                          SUPERSEDED SURVEY CONTROL
 FU1166
 FU1166  NGVD 29 (??/??/92)  135.67   (m)          445.1    (f) COMPUTED    2 0
 FU1166
 FU1166.Superseded values are not recommended for survey control.
 FU1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1166.See file dsdata.txt to determine how the superseded data were derived.
 FU1166
 FU1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV055638(NAD 83)
 FU1166_MARKER: DD = SURVEY DISK
 FU1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1166_SP_SET: CONCRETE FOUNDATION
 FU1166_STAMPING: 1
 FU1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1166
 FU1166  HISTORY     - Date     Condition        Report By
 FU1166  HISTORY     - UNK      MONUMENTED       USGS
 FU1166  HISTORY     - 1970     GOOD             NGS
 FU1166
 FU1166                          STATION DESCRIPTION
 FU1166
 FU1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU1166'2.4 MI E FROM JOVISTA.
 FU1166'0.5 MILE NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC RAILROAD
 FU1166'STATION AT JOVISTA, THENCE 1.5 MILES EAST ALONG AVENUE 8,
 FU1166'THENCE 0.35 MILE SOUTH ALONG ROAD 188, DIRECTLY ACROSS THE ROAD
 FU1166'FROM THE NORTHWEST CORNER OF A WOVEN WIRE FENCE AROUND CRESTA
 FU1166'BLANCA WINE COMPANY DISTILLERY NO. 504, IN THE TOP OF THE
 FU1166'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A USGS METAL
 FU1166'RECORDER BUILDING, 100 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU1166'6.3 FEET NORTH-NORTHWEST OF BENCH MARK S 945 (USGS), ABOUT 1
 FU1166'FOOT HIGHER THAN THE ROAD AND 0.5 FOOT ABOVE THE GROUND.  SEC 34,
 FU1166'T24S, R26E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0837 ***********************************************************************
 DC0837  DESIGNATION -  1 USN
 DC0837  PID         -  DC0837
 DC0837  STATE/COUNTY-  CA/SAN DIEGO
 DC0837  USGS QUAD   -  POINT LOMA (1994)
 DC0837
 DC0837                         *CURRENT SURVEY CONTROL
 DC0837  ___________________________________________________________________
 DC0837* NAD 83(1986)-  32 43 44.     (N)    117 12 16.     (W)     SCALED    
 DC0837* NAVD 88     -         3.85   (+/-2cm)      12.6    (feet)  VERTCON   
 DC0837  ___________________________________________________________________
 DC0837  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DC0837  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0837
 DC0837.The horizontal coordinates were scaled from a topographic map and have
 DC0837.an estimated accuracy of +/- 6 seconds.
 DC0837
 DC0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0837.The vertical order pertains to the NGVD 29 superseded value.
 DC0837
 DC0837.The geoid height was determined by GEOID03.
 DC0837
 DC0837;                    North         East    Units  Estimated Accuracy
 DC0837;SPC CA 6     -   562,760.    1,910,530.      MT  (+/- 180 meters Scaled)
 DC0837
 DC0837                          SUPERSEDED SURVEY CONTROL
 DC0837
 DC0837  NGVD 29 (??/??/??)    3.217  (m)           10.55   (f) ADJUSTED    1 2
 DC0837
 DC0837.Superseded values are not recommended for survey control.
 DC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0837.See file dsdata.txt to determine how the superseded data were derived.
 DC0837
 DC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS808212(NAD 83)
 DC0837_MARKER: N = NAIL
 DC0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0837+STABILITY: SURFACE MOTION
 DC0837
 DC0837  HISTORY     - Date     Condition        Report By
 DC0837  HISTORY     - UNK      MONUMENTED       DOD
 DC0837  HISTORY     - 1955     GOOD             NGS
 DC0837  HISTORY     - 1978     MARK NOT FOUND   NGS
 DC0837  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 DC0837
 DC0837                          STATION DESCRIPTION
 DC0837
 DC0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0837'2.1 MI NW FROM SAN DIEGO.
 DC0837'2.1 MILES NORTHWEST ALONG HARBOR DRIVE FROM THE CIVIC CENTER AT
 DC0837'SAN DIEGO, 1.8 MILES NORTHEAST OF POINT LOMA, AT THE SOUTHEAST
 DC0837'CORNER OF A FENCE AROUND THE U.S. NAVY INCINERATOR, 109.9 FEET
 DC0837'EAST OF EAST END OF GATE ACROSS DRIVEWAY TO THE INCINERATOR, 63.3
 DC0837'FEET NORTH OF THE NORTH EDGE OF THE DRIVE, 27.4 FEET NORTHWEST
 DC0837'OF THE CENTER OF THE NORTH END OF A 24-INCH CONCRETE PIPE CULVERT
 DC0837'UNDER THE DRIVE, 1.1 FEET SOUTHEAST OF A FENCE CORNER POST, 1.8
 DC0837'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE DRIVE, AND
 DC0837'LEADED IN THE TOP OF A CONCRETE POST.
 DC0837
 DC0837                          STATION RECOVERY (1978)
 DC0837
 DC0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0837'NO SEARCH MADE TO RECOVER BENCH MARK.
 DC0837
 DC0837                          STATION RECOVERY (2004)
 DC0837
 DC0837'RECOVERY NOTE BY US POWER SQUADRON 2004
 DC0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0017 ***********************************************************************
 DY0017  DESIGNATION -  1 USN
 DY0017  PID         -  DY0017
 DY0017  STATE/COUNTY-  CA/LOS ANGELES
 DY0017  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0017
 DY0017                         *CURRENT SURVEY CONTROL
 DY0017  ___________________________________________________________________
 DY0017* NAD 83(1986)-  33 46 48.     (N)    118 06 59.     (W)     SCALED    
 DY0017* NAVD 88     -        25.03   (+/-2cm)      82.1    (feet)  VERTCON   
 DY0017  ___________________________________________________________________
 DY0017  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0017  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0017
 DY0017.The horizontal coordinates were scaled from a topographic map and have
 DY0017.an estimated accuracy of +/- 6 seconds.
 DY0017
 DY0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0017.The vertical order pertains to the NGVD 29 superseded value.
 DY0017
 DY0017.The geoid height was determined by GEOID03.
 DY0017
 DY0017;                    North         East    Units  Estimated Accuracy
 DY0017;SPC CA 5     -   531,070.    1,989,220.      MT  (+/- 180 meters Scaled)
 DY0017
 DY0017                          SUPERSEDED SURVEY CONTROL
 DY0017
 DY0017  NGVD 29 (??/??/92)   24.278  (m)           79.65   (f) ADJ UNCH    1 2
 DY0017
 DY0017.Superseded values are not recommended for survey control.
 DY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0017.See file dsdata.txt to determine how the superseded data were derived.
 DY0017
 DY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT966383(NAD 83)
 DY0017_MARKER: Q = CHISELED SQUARE
 DY0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0017_SP_SET: CONCRETE FOUNDATION
 DY0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0017
 DY0017  HISTORY     - Date     Condition        Report By
 DY0017  HISTORY     - UNK      MONUMENTED       DOD
 DY0017  HISTORY     - 1954     GOOD             NGS
 DY0017  HISTORY     - 1958     GOOD             NGS
 DY0017  HISTORY     - 20060124 MARK NOT FOUND   GEOCAC
 DY0017
 DY0017                          STATION DESCRIPTION
 DY0017
 DY0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0017'AT LONG BEACH.
 DY0017'AT LONG BEACH, AT THE VETERANS ADMINISTRATION (FORMER U.S.
 DY0017'NAVAL) HOSPITAL, 0.3 MLE NORTHEAST ALONG EAST ROAD FROM THE
 DY0017'SEVENTH STREET ENTRANCE, 35.0 FEET NORTHEAST OF THE NORTHEAST
 DY0017'CORNER OF BUILDING 34, AT A LARGE WATER TOWER, ON THE TOP OF THE
 DY0017'WEST CORNER OF A STEEL PLATE ON THE CONCRETE FOUNDATION OF THE
 DY0017'NORTHWEST LEG OF THE TOWER, 60 FEET WEST OF THE CENTER LINE OF
 DY0017'THE ROAD, AND ABOUT 0.1 FOOT ABOVE THE GROUND.
 DY0017
 DY0017                          STATION RECOVERY (1958)
 DY0017
 DY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0017'RECOVERED IN GOOD CONDITION.
 DY0017
 DY0017                          STATION RECOVERY (2006)
 DY0017
 DY0017'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DY0017'DNF - RESTRICTED ACCESS. AREA VIEWABLE FROM OUTSIDE FENCE BUT MARK NOT
 DY0017'RECOGNIZABLE. LOCATED AT APPROXIMATELY N 33  46.853 W 118  06.005 BY
 DY0017'HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0403 ***********************************************************************
 DW0403  DESIGNATION -  1 V MWDSC
 DW0403  PID         -  DW0403
 DW0403  STATE/COUNTY-  CA/RIVERSIDE
 DW0403  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0403
 DW0403                         *CURRENT SURVEY CONTROL
 DW0403  ___________________________________________________________________
 DW0403* NAD 83(1986)-  33 41 03.     (N)    115 57 56.     (W)     SCALED    
 DW0403* NAVD 88     -       519.88   (+/-2cm)    1705.6    (feet)  VERTCON   
 DW0403  ___________________________________________________________________
 DW0403  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DW0403  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0403
 DW0403.The horizontal coordinates were scaled from a topographic map and have
 DW0403.an estimated accuracy of +/- 6 seconds.
 DW0403
 DW0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0403.The vertical order pertains to the NGVD 29 superseded value.
 DW0403
 DW0403.The geoid height was determined by GEOID03.
 DW0403
 DW0403;                    North         East    Units  Estimated Accuracy
 DW0403;SPC CA 6     -   668,330.    2,026,370.      MT  (+/- 180 meters Scaled)
 DW0403
 DW0403                          SUPERSEDED SURVEY CONTROL
 DW0403
 DW0403  NGVD 29 (??/??/??)  519.173  (m)         1703.32   (f) ADJUSTED    1 2
 DW0403
 DW0403.Superseded values are not recommended for survey control.
 DW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0403.See file dsdata.txt to determine how the superseded data were derived.
 DW0403
 DW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT958276(NAD 83)
 DW0403_MARKER: DD = SURVEY DISK
 DW0403_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0403_SP_SET: UNSPECIFIED ROCK
 DW0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0403
 DW0403  HISTORY     - Date     Condition        Report By
 DW0403  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0403  HISTORY     - 1931     GOOD             MWDSC
 DW0403
 DW0403                          STATION DESCRIPTION
 DW0403
 DW0403'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0403'20.7 MI ESE FROM INDIO.
 DW0403'11.3 MILES SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DW0403'OF THE FARGO CANYON ROAD, ABOUT 650 FEET NORTH OF THE ROAD,
 DW0403'ABOUT 500 FEET SOUTH OF A ROCK RIDGE, AT THE EAST BASE OF A ROCKY
 DW0403'BUTTE, AT A SMALL PILE OF ROCKS, AND IN ROCK.  A METROPOLITAN
 DW0403'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH
 DW0403'A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY
 DW0403'6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0402 ***********************************************************************
 DW0402  DESIGNATION -  1 W MWDSC
 DW0402  PID         -  DW0402
 DW0402  STATE/COUNTY-  CA/RIVERSIDE
 DW0402  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0402
 DW0402                         *CURRENT SURVEY CONTROL
 DW0402  ___________________________________________________________________
 DW0402* NAD 83(1986)-  33 41 03.     (N)    115 56 05.     (W)     SCALED    
 DW0402* NAVD 88     -       515.05   (+/-2cm)    1689.8    (feet)  VERTCON   
 DW0402  ___________________________________________________________________
 DW0402  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW0402  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0402
 DW0402.The horizontal coordinates were scaled from a topographic map and have
 DW0402.an estimated accuracy of +/- 6 seconds.
 DW0402
 DW0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0402.The vertical order pertains to the NGVD 29 superseded value.
 DW0402
 DW0402.The geoid height was determined by GEOID03.
 DW0402
 DW0402;                    North         East    Units  Estimated Accuracy
 DW0402;SPC CA 6     -   668,340.    2,029,230.      MT  (+/- 180 meters Scaled)
 DW0402
 DW0402                          SUPERSEDED SURVEY CONTROL
 DW0402
 DW0402  NGVD 29 (??/??/??)  514.333  (m)         1687.44   (f) ADJUSTED    1 2
 DW0402
 DW0402.Superseded values are not recommended for survey control.
 DW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0402.See file dsdata.txt to determine how the superseded data were derived.
 DW0402
 DW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT987276(NAD 83)
 DW0402_MARKER: DD = SURVEY DISK
 DW0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0402_SP_SET: CONCRETE
 DW0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0402
 DW0402  HISTORY     - Date     Condition        Report By
 DW0402  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0402  HISTORY     - 1931     GOOD             MWDSC
 DW0402  HISTORY     - 1989     GOOD             USPSQD
 DW0402
 DW0402                          STATION DESCRIPTION
 DW0402
 DW0402'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0402'22.7 MI E FROM INDIO.
 DW0402'0.8 MILE NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DW0402'WEST CUT-OFF ROAD, ABOUT 800 FEET NORTH OF THE ROAD, ABOUT 300
 DW0402'FEET WEST OF THE PRELIMINARY LOCATION SURVEY WEST TUNNEL-PORTAL
 DW0402'AT STATION 7032+00, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 DW0402'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 DW0402'CONCRETE.  NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A
 DW0402'1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG
 DW0402'PLACED AT ONE CORNER.
 DW0402
 DW0402                          STATION RECOVERY (1989)
 DW0402
 DW0402'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DW0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0322 ***********************************************************************
 EV0322  DESIGNATION -  1 WBH
 EV0322  PID         -  EV0322
 EV0322  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0322  USGS QUAD   -  TWENTYNINE PALMS (1994)
 EV0322
 EV0322                         *CURRENT SURVEY CONTROL
 EV0322  ___________________________________________________________________
 EV0322* NAD 83(1986)-  34 07 42.     (N)    116 02 23.     (W)     SCALED    
 EV0322* NAVD 88     -       598.44   (+/-2cm)    1963.4    (feet)  VERTCON   
 EV0322  ___________________________________________________________________
 EV0322  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV0322  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0322
 EV0322.The horizontal coordinates were scaled from a topographic map and have
 EV0322.an estimated accuracy of +/- 6 seconds.
 EV0322
 EV0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0322.The vertical order pertains to the NGVD 29 superseded value.
 EV0322
 EV0322.The geoid height was determined by GEOID03.
 EV0322
 EV0322;                    North         East    Units  Estimated Accuracy
 EV0322;SPC CA 5     -   571,460.    2,180,810.      MT  (+/- 180 meters Scaled)
 EV0322
 EV0322                          SUPERSEDED SURVEY CONTROL
 EV0322
 EV0322  NGVD 29 (??/??/92)  597.710  (m)         1960.99   (f) ADJ UNCH    1 1
 EV0322
 EV0322.Superseded values are not recommended for survey control.
 EV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0322.See file dsdata.txt to determine how the superseded data were derived.
 EV0322
 EV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT885768(NAD 83)
 EV0322_MARKER: DD = SURVEY DISK
 EV0322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0322_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0322_STAMPING: WBH LS 2091 BM 1 1940
 EV0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0322
 EV0322  HISTORY     - Date     Condition        Report By
 EV0322  HISTORY     - 1940     MONUMENTED       LOCENG
 EV0322  HISTORY     - 1974     GOOD             NGS
 EV0322  HISTORY     - 1976     GOOD             NGS
 EV0322  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV0322  HISTORY     - 1979     MARK NOT FOUND   USGS
 EV0322
 EV0322                          STATION DESCRIPTION
 EV0322
 EV0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0322'1.7 MI S FROM TWENTYNINE PALMS.
 EV0322'1.05 MILE EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF ADOBE
 EV0322'ROAD AT TWENTYNINE PALMS, THENCE 0.5 MILE SOUTH ALONG UTAH
 EV0322'TRAIL, THENCE 0.15 MILE WEST ALONG PALM VISTA DRIVE, 0.1 MILE
 EV0322'WEST OF THE JOSHUA TREE NATIONAL MONUMENT HEADQUARTERS VISITOR
 EV0322'CENTER, AT A VISITOR INTEREST AREA, 328 FEET SOUTH OF THE CENTER
 EV0322'LINE OF THE DRIVE, 276 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 EV0322'BLOCK WALL, 4 FEET SOUTH OF THE CENTER OF THE NORTH ASPHALT
 EV0322'WALKWAY THROUGH VISITOR AREA, 6.7 FEET WEST OF THE NORTHWEST
 EV0322'CORNER OF A MASONARY STRUCTURE SUPPORTING A HISTORIC PUMP OF A
 EV0322'SPRING, 3.1 FEET NORTHWEST OF A 2 1/2-INCH IRON PIPE SUPPORTING
 EV0322'A THE INDIANS REFERRED THIS OASIS AS MAR-RAH MEANING LITTLE
 EV0322'SPRING MUCH GRASS SIGN, A DISK CEMENTED IN THE TOP OF A 2-INCH
 EV0322'IRON PIPE AND PROJECTING ABOUT 0.1 FOOT ABOVE THE ASPHALT
 EV0322'WALKWAY.  SEC 33, T 1 N, R 9 E.
 EV0322
 EV0322                          STATION RECOVERY (1976)
 EV0322
 EV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV0322'NOTE. ASPHALT WALKWAY IS NOW A CONCRETE WALKWAY.
 EV0322
 EV0322                          STATION RECOVERY (1978)
 EV0322
 EV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0322'SEARCHED FOR BUT NOT RECOVERED.
 EV0322
 EV0322                          STATION RECOVERY (1979)
 EV0322
 EV0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2543 ***********************************************************************
 HS2543  DESIGNATION -  1 WF USGS
 HS2543  PID         -  HS2543
 HS2543  STATE/COUNTY-  CA/STANISLAUS
 HS2543  USGS QUAD   -  MT BOARDMAN (1971)
 HS2543
 HS2543                         *CURRENT SURVEY CONTROL
 HS2543  ___________________________________________________________________
 HS2543* NAD 83(1986)-  37 24 32.     (N)    121 24 33.     (W)     SCALED    
 HS2543* NAVD 88     -       403.78   (+/-2cm)    1324.7    (feet)  VERTCON   
 HS2543  ___________________________________________________________________
 HS2543  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HS2543  VERT ORDER  -  THIRD (See Below)
 HS2543
 HS2543.The horizontal coordinates were scaled from a topographic map and have
 HS2543.an estimated accuracy of +/- 6 seconds.
 HS2543
 HS2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2543.The vertical order pertains to the NGVD 29 superseded value.
 HS2543
 HS2543.The geoid height was determined by GEOID03.
 HS2543
 HS2543;                    North         East    Units  Estimated Accuracy
 HS2543;SPC CA 3     -   601,260.    1,919,510.      MT  (+/- 180 meters Scaled)
 HS2543
 HS2543                          SUPERSEDED SURVEY CONTROL
 HS2543
 HS2543  NGVD 29 (??/??/??)  402.91   (m)         1321.9    (f) RESET       3  
 HS2543
 HS2543.Superseded values are not recommended for survey control.
 HS2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2543.See file dsdata.txt to determine how the superseded data were derived.
 HS2543
 HS2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG407414(NAD 83)
 HS2543_MARKER: DD = SURVEY DISK
 HS2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2543_STAMPING: 1 WF 1322 1954
 HS2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2543+STABILITY: SURFACE MOTION
 HS2543
 HS2543  HISTORY     - Date     Condition        Report By
 HS2543  HISTORY     - 1954     MONUMENTED       USGS
 HS2543  HISTORY     - 1961     GOOD             NGS
 HS2543
 HS2543                          STATION DESCRIPTION
 HS2543
 HS2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2543'22.6 MI W FROM PATTERSON.
 HS2543'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2543'FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG
 HS2543'SPERRY AVENUE, THENCE 18.9 MILES WEST ALONG DEL PUERTO CANYON
 HS2543'ROAD, AT THE JUNCTION OF A DIRT ROAD SOUTHEAST THROUGH A STEEL
 HS2543'GATE TO A U.S. NAVY BOMBING RANGE, 87 FEET SOUTHEAST OF THE
 HS2543'CENTER LINE OF THE ROAD, 58 FEET SOUTH-SOUTHEAST OF THE CENTER
 HS2543'OF A CREEK AND DIRT ROAD CROSSING, 57 FEET WEST OF THE SOUTHWEST
 HS2543'END OF A STEEL GATE, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HS2543'DIRT ROAD, 6 FEET NORTHEAST OF A 12-INCH PINE TREE, 1.5 FEET
 HS2543'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 HS2543'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 HS2543'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0094 ***********************************************************************
 FT0094  DESIGNATION -  1 WR
 FT0094  PID         -  FT0094
 FT0094  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0094  USGS QUAD   -  EAST OF GOLDSTONE (1986)
 FT0094
 FT0094                         *CURRENT SURVEY CONTROL
 FT0094  ___________________________________________________________________
 FT0094* NAD 83(1986)-  35 20 02.     (N)    116 49 29.     (W)     SCALED    
 FT0094* NAVD 88     -      1036.219  (meters)    3399.66   (feet)  ADJUSTED  
 FT0094  ___________________________________________________________________
 FT0094  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FT0094  DYNAMIC HT  -        1035.012 (meters)    3395.70  (feet)  COMP
 FT0094  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 FT0094  OBS GRAVITY -     979,434.0   (mgal)                       GRAV_OBS
 FT0094
 FT0094  VERT ORDER  -  FIRST     CLASS I
 FT0094
 FT0094.The horizontal coordinates were scaled from a topographic map and have
 FT0094.an estimated accuracy of +/- 6 seconds.
 FT0094
 FT0094.The orthometric height was determined by differential leveling
 FT0094.and adjusted in June 1991.
 FT0094
 FT0094.The geoid height was determined by GEOID03.
 FT0094
 FT0094.The dynamic height is computed by dividing the NAVD 88
 FT0094.geopotential number by the normal gravity value computed on the
 FT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0094.degrees latitude (g = 980.6199 gals.).
 FT0094
 FT0094.The modeled gravity was interpolated from observed gravity values.
 FT0094.The observed gravity was obtained from relative gravimeter ties
 FT0094.to the IGSN71 gravity network.
 FT0094
 FT0094;                    North         East    Units  Estimated Accuracy
 FT0094;SPC CA 5     -   704,050.    2,106,850.      MT  (+/- 180 meters Scaled)
 FT0094
 FT0094                          SUPERSEDED SURVEY CONTROL
 FT0094
 FT0094  NGVD 29 (??/??/92) 1035.410  (m)         3397.01   (f) ADJ UNCH    1 1
 FT0094
 FT0094.Superseded values are not recommended for survey control.
 FT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0094.See file dsdata.txt to determine how the superseded data were derived.
 FT0094
 FT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV159100(NAD 83)
 FT0094_MARKER: DD = SURVEY DISK
 FT0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0094_STAMPING: 1 WR 1946
 FT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0094+STABILITY: SURFACE MOTION
 FT0094
 FT0094  HISTORY     - Date     Condition        Report By
 FT0094  HISTORY     - 1946     MONUMENTED       USGS
 FT0094  HISTORY     - 1963     GOOD             NGS
 FT0094  HISTORY     - 1977     GOOD             NGS
 FT0094
 FT0094                          STATION DESCRIPTION
 FT0094
 FT0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0094'13.8 MI NW FROM CAMP IRWIN.
 FT0094'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0094'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0094'PICKERING ROAD, THENCE 4.8 MILES NORTHWEST ALONG RECHTIN ROAD,
 FT0094'96 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 FT0094'NORTH-NORTHWEST OF A TELEPHONE POLE, 1.9 FEET NORTHEAST OF A
 FT0094'WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 FT0094'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FT0094
 FT0094                          STATION RECOVERY (1977)
 FT0094
 FT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0094'CORRECTION- PICKERING ROAD IS NOW NASA ROAD, RECHTIN ROAD IS NOW
 FT0094'GOLDSTONE ROAD.
 FT0094'OMIT- 22 FT. NORTHWEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0108 ***********************************************************************
 FT0108  DESIGNATION -  1 WR
 FT0108  PID         -  FT0108
 FT0108  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0108  USGS QUAD   -  WEST OF NELSON LAKE (1986)
 FT0108
 FT0108                         *CURRENT SURVEY CONTROL
 FT0108  ___________________________________________________________________
 FT0108* NAD 83(1986)-  35 23 30.     (N)    116 53 39.     (W)     SCALED    
 FT0108* NAVD 88     -       936.365  (meters)    3072.06   (feet)  ADJUSTED  
 FT0108  ___________________________________________________________________
 FT0108  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FT0108  DYNAMIC HT  -         935.280 (meters)    3068.50  (feet)  COMP
 FT0108  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 FT0108  OBS GRAVITY -     979,448.3   (mgal)                       GRAV_OBS
 FT0108
 FT0108  VERT ORDER  -  FIRST     CLASS I
 FT0108
 FT0108.The horizontal coordinates were scaled from a topographic map and have
 FT0108.an estimated accuracy of +/- 6 seconds.
 FT0108
 FT0108.The orthometric height was determined by differential leveling
 FT0108.and adjusted in June 1991.
 FT0108
 FT0108.The geoid height was determined by GEOID03.
 FT0108
 FT0108.The dynamic height is computed by dividing the NAVD 88
 FT0108.geopotential number by the normal gravity value computed on the
 FT0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0108.degrees latitude (g = 980.6199 gals.).
 FT0108
 FT0108.The modeled gravity was interpolated from observed gravity values.
 FT0108.The observed gravity was obtained from relative gravimeter ties
 FT0108.to the IGSN71 gravity network.
 FT0108
 FT0108;                    North         East    Units  Estimated Accuracy
 FT0108;SPC CA 5     -   710,390.    2,100,460.      MT  (+/- 180 meters Scaled)
 FT0108
 FT0108                          SUPERSEDED SURVEY CONTROL
 FT0108
 FT0108  NGVD 29 (??/??/92)  935.555  (m)         3069.40   (f) ADJ UNCH    1 1
 FT0108
 FT0108.Superseded values are not recommended for survey control.
 FT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0108.See file dsdata.txt to determine how the superseded data were derived.
 FT0108
 FT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV096164(NAD 83)
 FT0108_MARKER: DD = SURVEY DISK
 FT0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0108_STAMPING: 1 WR 1947
 FT0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0108+STABILITY: SURFACE MOTION
 FT0108
 FT0108  HISTORY     - Date     Condition        Report By
 FT0108  HISTORY     - 1947     MONUMENTED       USGS
 FT0108  HISTORY     - 1963     GOOD             NGS
 FT0108  HISTORY     - 1977     GOOD             NGS
 FT0108
 FT0108                          STATION DESCRIPTION
 FT0108
 FT0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0108'20.2 MI NW FROM CAMP IRWIN.
 FT0108'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0108'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST
 FT0108'ALONG PICKERING ROAD, THENCE 11.2 MILES NORTHWEST AND NORTH
 FT0108'ALONG RECHTIN ROAD, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FT0108'ROAD, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 FT0108'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FT0108'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FT0108
 FT0108                          STATION RECOVERY (1977)
 FT0108
 FT0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0108'CORRECTION- PICKERING ROAD IS NOW NASA ROAD, RECHTIN ROAD IS NOW
 FT0108'GOLDSTONE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0401 ***********************************************************************
 DW0401  DESIGNATION -  1 X MWDSC
 DW0401  PID         -  DW0401
 DW0401  STATE/COUNTY-  CA/RIVERSIDE
 DW0401  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0401
 DW0401                         *CURRENT SURVEY CONTROL
 DW0401  ___________________________________________________________________
 DW0401* NAD 83(1986)-  33 41 04.     (N)    115 56 04.     (W)     SCALED    
 DW0401* NAVD 88     -       521.47   (+/-2cm)    1710.9    (feet)  VERTCON   
 DW0401  ___________________________________________________________________
 DW0401  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DW0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0401
 DW0401.The horizontal coordinates were scaled from a topographic map and have
 DW0401.an estimated accuracy of +/- 6 seconds.
 DW0401
 DW0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0401.The vertical order pertains to the NGVD 29 superseded value.
 DW0401
 DW0401.The geoid height was determined by GEOID03.
 DW0401
 DW0401;                    North         East    Units  Estimated Accuracy
 DW0401;SPC CA 6     -   668,370.    2,029,260.      MT  (+/- 180 meters Scaled)
 DW0401
 DW0401                          SUPERSEDED SURVEY CONTROL
 DW0401
 DW0401  NGVD 29 (??/??/??)  520.749  (m)         1708.49   (f) ADJUSTED    1 2
 DW0401
 DW0401.Superseded values are not recommended for survey control.
 DW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0401.See file dsdata.txt to determine how the superseded data were derived.
 DW0401
 DW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT987276(NAD 83)
 DW0401_MARKER: DD = SURVEY DISK
 DW0401_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0401_SP_SET: UNSPECIFIED ROCK
 DW0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0401
 DW0401  HISTORY     - Date     Condition        Report By
 DW0401  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0401  HISTORY     - 1931     GOOD             MWDSC
 DW0401  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0401
 DW0401                          STATION DESCRIPTION
 DW0401
 DW0401'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0401'22.7 MI E FROM INDIO.
 DW0401'0.8 MILE NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DW0401'THE WEST CUT-OFF ROAD, ABOUT 1230 FEET NORTH-NORTHEAST OF THE
 DW0401'ROAD, ABOUT 200 FEET NORTHWEST OF THE PRELIMINARY LOCATION SURVEY
 DW0401'WEST TUNNEL-PORTAL AT STATION 7032+00, AND IN ROCK.  A
 DW0401'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DW0401'MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY
 DW0401'2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0401
 DW0401                          STATION RECOVERY (1985)
 DW0401
 DW0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0400 ***********************************************************************
 DW0400  DESIGNATION -  1 Y MWDSC
 DW0400  PID         -  DW0400
 DW0400  STATE/COUNTY-  CA/RIVERSIDE
 DW0400  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0400
 DW0400                         *CURRENT SURVEY CONTROL
 DW0400  ___________________________________________________________________
 DW0400* NAD 83(1986)-  33 40 26.     (N)    115 55 37.     (W)     SCALED    
 DW0400* NAVD 88     -       455.31   (+/-2cm)    1493.8    (feet)  VERTCON   
 DW0400  ___________________________________________________________________
 DW0400  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0400  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0400
 DW0400.The horizontal coordinates were scaled from a topographic map and have
 DW0400.an estimated accuracy of +/- 6 seconds.
 DW0400
 DW0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0400.The vertical order pertains to the NGVD 29 superseded value.
 DW0400
 DW0400.The geoid height was determined by GEOID03.
 DW0400
 DW0400;                    North         East    Units  Estimated Accuracy
 DW0400;SPC CA 6     -   667,200.    2,029,960.      MT  (+/- 180 meters Scaled)
 DW0400
 DW0400                          SUPERSEDED SURVEY CONTROL
 DW0400
 DW0400  NGVD 29 (??/??/??)  454.597  (m)         1491.46   (f) ADJUSTED    1 2
 DW0400
 DW0400.Superseded values are not recommended for survey control.
 DW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0400.See file dsdata.txt to determine how the superseded data were derived.
 DW0400
 DW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT994265(NAD 83)
 DW0400_MARKER: DD = SURVEY DISK
 DW0400_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0400_SP_SET: UNSPECIFIED ROCK
 DW0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0400
 DW0400  HISTORY     - Date     Condition        Report By
 DW0400  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0400  HISTORY     - 1931     GOOD             MWDSC
 DW0400
 DW0400                          STATION DESCRIPTION
 DW0400
 DW0400'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0400'23.5 MI E FROM INDIO.
 DW0400'ABOUT 300 FEET NORTHEAST OF THE JUNCTION OF THE AQUEDUCT ROAD
 DW0400'WITH THE EAST BRANCH OF THE WEST CUT-OFF ROAD, AT THE FOOT OF
 DW0400'THE SOUTH SLOPE OF A ROCK MOUND, ON THE NORTH SIDE OF A WASH, AND
 DW0400'IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0400'STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS
 DW0400'A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED
 DW0400'FLAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0399 ***********************************************************************
 DW0399  DESIGNATION -  1 Z MWDSC
 DW0399  PID         -  DW0399
 DW0399  STATE/COUNTY-  CA/RIVERSIDE
 DW0399  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0399
 DW0399                         *CURRENT SURVEY CONTROL
 DW0399  ___________________________________________________________________
 DW0399* NAD 83(1986)-  33 40 21.     (N)    115 54 42.     (W)     SCALED    
 DW0399* NAVD 88     -       444.20   (+/-2cm)    1457.3    (feet)  VERTCON   
 DW0399  ___________________________________________________________________
 DW0399  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0399  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0399
 DW0399.The horizontal coordinates were scaled from a topographic map and have
 DW0399.an estimated accuracy of +/- 6 seconds.
 DW0399
 DW0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0399.The vertical order pertains to the NGVD 29 superseded value.
 DW0399
 DW0399.The geoid height was determined by GEOID03.
 DW0399
 DW0399;                    North         East    Units  Estimated Accuracy
 DW0399;SPC CA 6     -   667,050.    2,031,380.      MT  (+/- 180 meters Scaled)
 DW0399
 DW0399                          SUPERSEDED SURVEY CONTROL
 DW0399
 DW0399  NGVD 29 (??/??/??)  443.485  (m)         1455.00   (f) ADJUSTED    1 2
 DW0399
 DW0399.Superseded values are not recommended for survey control.
 DW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0399.See file dsdata.txt to determine how the superseded data were derived.
 DW0399
 DW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT008263(NAD 83)
 DW0399_MARKER: DD = SURVEY DISK
 DW0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0399_SP_SET: CONCRETE
 DW0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0399
 DW0399  HISTORY     - Date     Condition        Report By
 DW0399  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0399  HISTORY     - 1931     GOOD             MWDSC
 DW0399
 DW0399                          STATION DESCRIPTION
 DW0399
 DW0399'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0399'24.5 MI E FROM INDIO.
 DW0399'ABOUT 1 MILE EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DW0399'THE WEST CUT-OFF ROAD, ABOUT 300 FEET NORTH OF THE ROAD, ON THE
 DW0399'WEST EDGE OF A BLACK PLATEAU, EAST OF A LARGE WASH, AND SURROUNDED
 DW0399'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0399'STANDARD DISK, SET IN CONCRETE.  NOTE-- THE FENCE SURROUNDING THE
 DW0399'BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY
 DW0399'2-INCH POLE AND FLAG PLACED AT ONE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0416 ***********************************************************************
 DY0416  DESIGNATION -  1.00 C OF LB
 DY0416  PID         -  DY0416
 DY0416  STATE/COUNTY-  CA/LOS ANGELES
 DY0416  USGS QUAD   -  LONG BEACH (1981)
 DY0416
 DY0416                         *CURRENT SURVEY CONTROL
 DY0416  ___________________________________________________________________
 DY0416* NAD 83(1986)-  33 52 06.     (N)    118 10 56.     (W)     SCALED    
 DY0416* NAVD 88     -        17.75   (+/-2cm)      58.2    (feet)  VERTCON   
 DY0416  ___________________________________________________________________
 DY0416  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY0416  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0416
 DY0416.The horizontal coordinates were scaled from a topographic map and have
 DY0416.an estimated accuracy of +/- 6 seconds.
 DY0416
 DY0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0416.The vertical order pertains to the NGVD 29 superseded value.
 DY0416
 DY0416.The geoid height was determined by GEOID03.
 DY0416
 DY0416;                    North         East    Units  Estimated Accuracy
 DY0416;SPC CA 5     -   540,870.    1,983,140.      MT  (+/- 180 meters Scaled)
 DY0416
 DY0416                          SUPERSEDED SURVEY CONTROL
 DY0416
 DY0416  NGVD 29 (??/??/92)   17.007  (m)           55.80   (f) ADJ UNCH    1 2
 DY0416
 DY0416.Superseded values are not recommended for survey control.
 DY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0416.See file dsdata.txt to determine how the superseded data were derived.
 DY0416
 DY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT906481(NAD 83)
 DY0416_MARKER: DD = SURVEY DISK
 DY0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0416_SP_SET: CONCRETE POURED
 DY0416_STAMPING: CITY ENGINEER STANDARD BASE 1.00 ELEV 56
 DY0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0416
 DY0416  HISTORY     - Date     Condition        Report By
 DY0416  HISTORY     - UNK      MONUMENTED       CA1970
 DY0416  HISTORY     - 1946     GOOD             NGS
 DY0416  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0416
 DY0416                          STATION DESCRIPTION
 DY0416
 DY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0416'AT LONG BEACH.
 DY0416'AT LONG BEACH, AT HOUGHTON PARK, NEAR THE SOUTHEAST CORNER OF
 DY0416'THE PARK AREA, 275.0 FEET NORTH OF THE CENTERLINE OF HARDING
 DY0416'STREET, 33.0 FEET WEST OF THE CENTERLINE OF MYRTLE STREET, SET
 DY0416'IN THE TOP OF CONCRETE POURED INTO A 6-INCH IRON PIPE COVERED
 DY0416'WITH A METAL BOX WITH A LOCK AND SURROUNDED BY A MASSIVE BLOCK
 DY0416'OF CONCRETE, 3.0 FEET ABOVE THE GROUND.  A 2-INCH BRONZE DISK,
 DY0416'STAMPED CITY ENGINEER STANDARD BASE 1.00 ELEV 56.
 DY0416
 DY0416                          STATION RECOVERY (1961)
 DY0416
 DY0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2436 ***********************************************************************
 HS2436  DESIGNATION -  1.00 USBR
 HS2436  PID         -  HS2436
 HS2436  STATE/COUNTY-  CA/STANISLAUS
 HS2436  USGS QUAD   -  NEWMAN (1978)
 HS2436
 HS2436                         *CURRENT SURVEY CONTROL
 HS2436  ___________________________________________________________________
 HS2436* NAD 83(1986)-  37 17 34.     (N)    121 04 09.     (W)     SCALED    
 HS2436* NAVD 88     -        37.85   (+/-2cm)     124.2    (feet)  VERTCON   
 HS2436  ___________________________________________________________________
 HS2436  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2436  VERT ORDER  -  THIRD (See Below)
 HS2436
 HS2436.The horizontal coordinates were scaled from a topographic map and have
 HS2436.an estimated accuracy of +/- 6 seconds.
 HS2436
 HS2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2436.The vertical order pertains to the NGVD 29 superseded value.
 HS2436
 HS2436.The geoid height was determined by GEOID03.
 HS2436
 HS2436;                    North         East    Units  Estimated Accuracy
 HS2436;SPC CA 3     -   588,140.    1,949,540.      MT  (+/- 180 meters Scaled)
 HS2436
 HS2436                          SUPERSEDED SURVEY CONTROL
 HS2436
 HS2436  NGVD 29 (??/??/??)   37.09   (m)          121.7    (f) RESET       3  
 HS2436
 HS2436.Superseded values are not recommended for survey control.
 HS2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2436.See file dsdata.txt to determine how the superseded data were derived.
 HS2436
 HS2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG711291(NAD 83)
 HS2436_MARKER: DD = SURVEY DISK
 HS2436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2436_SP_SET: BRIDGE ABUTMENT
 HS2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2436
 HS2436  HISTORY     - Date     Condition        Report By
 HS2436  HISTORY     - UNK      MONUMENTED       BOR
 HS2436  HISTORY     - 1957     GOOD             NGS
 HS2436  HISTORY     - 1965     GOOD             NGS
 HS2436
 HS2436                          STATION DESCRIPTION
 HS2436
 HS2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS2436'4 MI SW FROM NEWMAN.
 HS2436'0.7 MILE WEST ALONG MERCED STREET FROM THE SOUTHERN PACIFIC
 HS2436'COMPANY RAILROAD STATION AT NEWMAN, THENCE 1.0 MILE WEST ALONG
 HS2436'HOYER ROAD, THENCE 0.5 MILE SOUTH ALONG DRAPER ROAD, THENCE
 HS2436'1.0 MILE WEST ALONG SHIELLS ROAD, THENCE 0.7 MILE SOUTH ALONG
 HS2436'EASTIN ROAD, THENCE 0.1 MILE WEST ALONG NEWMAN WESTGATE CANAL,
 HS2436'IN R8E T7S, IN THE CENTER OF THE SOUTHEAST QUARTER OF SECTION
 HS2436'27, AT THE NORTHWEST CORNER OF FARM BRIDGE BR 1.00 ACROSS THE
 HS2436'CANAL, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT,
 HS2436'24 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 1.6
 HS2436'FEET WEST OF THE WEST WOODEN GUARD RAIL, AND ABOUT LEVEL WITH
 HS2436'THE ROAD.
 HS2436
 HS2436                          STATION RECOVERY (1965)
 HS2436
 HS2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2437 ***********************************************************************
 HS2437  DESIGNATION -  1.14 USBR
 HS2437  PID         -  HS2437
 HS2437  STATE/COUNTY-  CA/STANISLAUS
 HS2437  USGS QUAD   -  NEWMAN (1978)
 HS2437
 HS2437                         *CURRENT SURVEY CONTROL
 HS2437  ___________________________________________________________________
 HS2437* NAD 83(1986)-  37 17 37.     (N)    121 04 01.     (W)     SCALED    
 HS2437* NAVD 88     -        36.78   (+/-2cm)     120.7    (feet)  VERTCON   
 HS2437  ___________________________________________________________________
 HS2437  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2437  VERT ORDER  -  THIRD (See Below)
 HS2437
 HS2437.The horizontal coordinates were scaled from a topographic map and have
 HS2437.an estimated accuracy of +/- 6 seconds.
 HS2437
 HS2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2437.The vertical order pertains to the NGVD 29 superseded value.
 HS2437
 HS2437.The geoid height was determined by GEOID03.
 HS2437
 HS2437;                    North         East    Units  Estimated Accuracy
 HS2437;SPC CA 3     -   588,230.    1,949,730.      MT  (+/- 180 meters Scaled)
 HS2437
 HS2437                          SUPERSEDED SURVEY CONTROL
 HS2437
 HS2437  NGVD 29 (??/??/??)   36.02   (m)          118.2    (f) RESET       3  
 HS2437
 HS2437.Superseded values are not recommended for survey control.
 HS2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2437.See file dsdata.txt to determine how the superseded data were derived.
 HS2437
 HS2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG713291(NAD 83)
 HS2437_MARKER: DD = SURVEY DISK
 HS2437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2437_SP_SET: BRIDGE CURB
 HS2437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2437
 HS2437  HISTORY     - Date     Condition        Report By
 HS2437  HISTORY     - UNK      MONUMENTED       BOR
 HS2437  HISTORY     - 1957     GOOD             NGS
 HS2437  HISTORY     - 1965     GOOD             NGS
 HS2437
 HS2437                          STATION DESCRIPTION
 HS2437
 HS2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS2437'3.9 MI SW FROM NEWMAN.
 HS2437'0.7 MILE WEST ALONG MERCED STREET FROM THE SOUTHERN PACIFIC
 HS2437'COMPANY RAILROAD STATION AT NEWMAN, THENCE 1.0 MILE WEST ALONG
 HS2437'HOYER ROAD, THENCE 0.5 MILE SOUTH ALONG DRAPER ROAD, THENCE
 HS2437'1.0 MILE WEST ALONG SHIELLS ROAD, THENCE 0.7 MILE SOUTH ALONG
 HS2437'EASTIN ROAD, IN R8E T7S, IN THE SOUTHEAST QUARTER OF SECTION
 HS2437'27, AT THE NORTHWEST CORNER OF CONCRETE BRIDGE BR 1.14 OVER
 HS2437'NEWMAN WESTGATE CANAL, IN THE TOP OF THE NORTH END OF THE
 HS2437'WEST CONCRETE CURB, 12 1/2 FEET WEST OF THE CENTER LINE OF THE
 HS2437'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS2437
 HS2437                          STATION RECOVERY (1965)
 HS2437
 HS2437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0403 ***********************************************************************
 HS0403  DESIGNATION -  1.79 EBMUD
 HS0403  PID         -  HS0403
 HS0403  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0403  USGS QUAD   -  HOLT (1994)
 HS0403
 HS0403                         *CURRENT SURVEY CONTROL
 HS0403  ___________________________________________________________________
 HS0403* NAD 83(1986)-  37 56 04.     (N)    121 25 18.     (W)     SCALED    
 HS0403* NAVD 88     -         1.16   (+/-2cm)       3.8    (feet)  VERTCON   
 HS0403  ___________________________________________________________________
 HS0403  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0403  VERT ORDER  -  THIRD (See Below)
 HS0403
 HS0403.The horizontal coordinates were scaled from a topographic map and have
 HS0403.an estimated accuracy of +/- 6 seconds.
 HS0403
 HS0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0403.The vertical order pertains to the NGVD 29 superseded value.
 HS0403
 HS0403.The geoid height was determined by GEOID03.
 HS0403
 HS0403;                    North         East    Units  Estimated Accuracy
 HS0403;SPC CA 3     -   659,600.    1,918,980.      MT  (+/- 180 meters Scaled)
 HS0403
 HS0403                          SUPERSEDED SURVEY CONTROL
 HS0403
 HS0403  NGVD 29 (??/??/??)    0.49   (m)            1.6    (f) RESET       3  
 HS0403
 HS0403.Superseded values are not recommended for survey control.
 HS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0403.See file dsdata.txt to determine how the superseded data were derived.
 HS0403
 HS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG387997(NAD 83)
 HS0403_MARKER: DD = SURVEY DISK
 HS0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0403_SP_SET: CONCRETE MANHOLE
 HS0403_STAMPING: STA P 2128+31.55 ELEV 1.79
 HS0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0403
 HS0403  HISTORY     - Date     Condition        Report By
 HS0403  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0403  HISTORY     - 1951     GOOD             NGS
 HS0403  HISTORY     - 1967     GOOD             NGS
 HS0403
 HS0403                          STATION DESCRIPTION
 HS0403
 HS0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0403'0.4 MI E FROM HOLT.
 HS0403'0.4 MILES EAST ALONG THE AT AND SF RAILROAD FROM THE STATION AT
 HS0403'HOLT, 104.6 FEET NORTH OF THE NORTH RAIL, 99 FEET NORTHWEST OF THE
 HS0403'NORTHWEST CORNER OF A RAILROAD BRIDGE OVER HOLT ROAD, 62 FEET WEST
 HS0403'OF THE CENTER LINE OF HOLT ROAD, 25 FEET SOUTHEAST OF THE CENTER
 HS0403'LINE OF A PAVED ROAD PARALLELING THE RAILROAD TRACKS, IN THE TOP
 HS0403'OF THE SOUTHEAST CORNER OF AN EAST BAY MUNICIPAL UTILITY DISTRICT
 HS0403'5-FOOT BY 7-FOOT CONCRETE BOX MANHOLE NO. 118, ABOUT 9 FEET LOWER
 HS0403'THAN THE TRACK, AND SET 1.7 FEET ABOVE THE GROUND.
 HS0403
 HS0403                          STATION RECOVERY (1967)
 HS0403
 HS0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2752 ***********************************************************************
 FU2752  DESIGNATION -  1/16 COR SOCO
 FU2752  PID         -  FU2752
 FU2752  STATE/COUNTY-  CA/KERN
 FU2752  USGS QUAD   -  LOST HILLS NE (1973)
 FU2752
 FU2752                         *CURRENT SURVEY CONTROL
 FU2752  ___________________________________________________________________
 FU2752* NAD 83(1986)-  35 40 19.     (N)    119 34 46.     (W)     SCALED    
 FU2752* NAVD 88     -        69.38   (+/-2cm)     227.6    (feet)  VERTCON   
 FU2752  ___________________________________________________________________
 FU2752  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FU2752  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2752
 FU2752.The horizontal coordinates were scaled from a topographic map and have
 FU2752.an estimated accuracy of +/- 6 seconds.
 FU2752
 FU2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2752.The vertical order pertains to the NGVD 29 superseded value.
 FU2752
 FU2752.The geoid height was determined by GEOID03.
 FU2752
 FU2752;                    North         East    Units  Estimated Accuracy
 FU2752;SPC CA 5     -   742,060.    1,857,000.      MT  (+/- 180 meters Scaled)
 FU2752
 FU2752                          SUPERSEDED SURVEY CONTROL
 FU2752
 FU2752  NGVD 29 (??/??/92)   68.63   (m)          225.2    (f) COMPUTED    1 2
 FU2752
 FU2752.Superseded values are not recommended for survey control.
 FU2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2752.See file dsdata.txt to determine how the superseded data were derived.
 FU2752
 FU2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV665506(NAD 83)
 FU2752_MARKER: P = PIPE CAP
 FU2752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2752_STAMPING: LS 1911 1/16 COR RP 30 15.14 T26 R22
 FU2752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2752
 FU2752  HISTORY     - Date     Condition        Report By
 FU2752  HISTORY     - 1911     MONUMENTED       SUPOCO
 FU2752  HISTORY     - 1957     GOOD             NGS
 FU2752  HISTORY     - 1970     GOOD             NGS
 FU2752
 FU2752                          STATION DESCRIPTION
 FU2752
 FU2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU2752'10.7 MI NE FROM LOST HILLS.
 FU2752'6.3 MILES EAST ALONG U.S. HIGHWAY 466 FROM THE KERN COUNTY FIRE
 FU2752'DEPARTMENT SUBSTATION AT LOST HILLS, THENCE 4.4 MILES NORTH
 FU2752'ALONG COUNTY ROAD 237, IN R22E T26S S15, 30 FEET WEST OF THE
 FU2752'CENTER LINE OF THE ROAD, 0.2 FOOT EAST OF A FENCE ABOUT LEVEL
 FU2752'WITH THE ROAD, SCREWED ON THE TOP OF A 2 1/2-INCH IRON PIPE
 FU2752'ENCASED IN CONCRETE, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FU2752
 FU2752                          STATION RECOVERY (1970)
 FU2752
 FU2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3096 ***********************************************************************
 EW3096  DESIGNATION -  1/4 COR 3 10 LA CO
 EW3096  PID         -  EW3096
 EW3096  STATE/COUNTY-  CA/LOS ANGELES
 EW3096  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3096
 EW3096                         *CURRENT SURVEY CONTROL
 EW3096  ___________________________________________________________________
 EW3096* NAD 83(1986)-  34 48 11.     (N)    118 40 10.     (W)     SCALED    
 EW3096* NAVD 88     -       915.70   (+/-2cm)    3004.3    (feet)  VERTCON   
 EW3096  ___________________________________________________________________
 EW3096  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW3096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3096
 EW3096.The horizontal coordinates were scaled from a topographic map and have
 EW3096.an estimated accuracy of +/- 6 seconds.
 EW3096
 EW3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3096.The vertical order pertains to the NGVD 29 superseded value.
 EW3096
 EW3096.The geoid height was determined by GEOID03.
 EW3096
 EW3096;                    North         East    Units  Estimated Accuracy
 EW3096;SPC CA 5     -   644,750.    1,938,750.      MT  (+/- 180 meters Scaled)
 EW3096
 EW3096                          SUPERSEDED SURVEY CONTROL
 EW3096
 EW3096  NGVD 29 (??/??/92)  914.818  (m)         3001.37   (f) ADJ UNCH    2 0
 EW3096
 EW3096.Superseded values are not recommended for survey control.
 EW3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3096.See file dsdata.txt to determine how the superseded data were derived.
 EW3096
 EW3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU472524(NAD 83)
 EW3096_MARKER: DD = SURVEY DISK
 EW3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3096_STAMPING: R17W T8N 3-10 1/4 COR 5869
 EW3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3096+STABILITY: SURFACE MOTION
 EW3096
 EW3096  HISTORY     - Date     Condition        Report By
 EW3096  HISTORY     - UNK      MONUMENTED       CA-037
 EW3096  HISTORY     - 1971     GOOD             NGS
 EW3096
 EW3096                          STATION DESCRIPTION
 EW3096
 EW3096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3096'3.6 MI E FROM OSO PUMP PLANT.
 EW3096'1.65 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE OSO PUMP
 EW3096'PLANT, THENCE 0.85 MILE SOUTHEAST ALONG A TRACK FIELD ROAD,
 EW3096'THENCE 0.45 MILE EAST ALONG A FIELD ROAD ALONG A FENCE, THENCE
 EW3096'0.1 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST
 EW3096'ALONG A DIRT ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EW3096'79 FEET SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE 1013959E,
 EW3096'13 FEET WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD NORTH,
 EW3096'ABOUT MIDWAY BETWEEN TWO COUNTY WITNESS POSTS, AND SET IN THE
 EW3096'TOP OF A CONCRETE POST 1 1/2 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2758 ***********************************************************************
 FU2758  DESIGNATION -  1/4 COR SOCO
 FU2758  PID         -  FU2758
 FU2758  STATE/COUNTY-  CA/KERN
 FU2758  USGS QUAD   -  LOST HILLS NE (1973)
 FU2758
 FU2758                         *CURRENT SURVEY CONTROL
 FU2758  ___________________________________________________________________
 FU2758* NAD 83(1986)-  35 42 57.     (N)    119 34 46.     (W)     SCALED    
 FU2758* NAVD 88     -        66.95   (+/-2cm)     219.7    (feet)  VERTCON   
 FU2758  ___________________________________________________________________
 FU2758  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 FU2758  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2758
 FU2758.The horizontal coordinates were scaled from a topographic map and have
 FU2758.an estimated accuracy of +/- 6 seconds.
 FU2758
 FU2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2758.The vertical order pertains to the NGVD 29 superseded value.
 FU2758
 FU2758.The geoid height was determined by GEOID03.
 FU2758
 FU2758;                    North         East    Units  Estimated Accuracy
 FU2758;SPC CA 5     -   746,930.    1,857,080.      MT  (+/- 180 meters Scaled)
 FU2758
 FU2758                          SUPERSEDED SURVEY CONTROL
 FU2758
 FU2758  NGVD 29 (??/??/92)   66.17   (m)          217.1    (f) COMPUTED    1 2
 FU2758
 FU2758.Superseded values are not recommended for survey control.
 FU2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2758.See file dsdata.txt to determine how the superseded data were derived.
 FU2758
 FU2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV666554(NAD 83)
 FU2758_MARKER: P = PIPE CAP
 FU2758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2758_STAMPING: T25S R22E 34-35 W6 30-LS 1911 1949
 FU2758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2758
 FU2758  HISTORY     - Date     Condition        Report By
 FU2758  HISTORY     - 1949     MONUMENTED       SUPOCO
 FU2758  HISTORY     - 1957     GOOD             NGS
 FU2758  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU2758
 FU2758                          STATION DESCRIPTION
 FU2758
 FU2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU2758'13.9 MI NE FROM LOST HILLS.
 FU2758'6.3 MILES EAST ALONG U.S. HIGHWAY 466 FROM THE KERN COUNTY FIRE
 FU2758'DEPARTMENT SUBSTATION AT LOST HILLS, THENCE 7.6 MILES NORTH
 FU2758'ALONG COUNTY ROAD 237, IN R22E T25S S34, 0.4 MILE SOUTH OF A
 FU2758'SMALL WHITE HOUSE, 0.2 MILE SOUTH OF THE T JUNCTION OF A DIRT
 FU2758'ROAD LEADING WEST TO KING KERN RANCH, 65 FEET SOUTH OF A POWER
 FU2758'LINE POLE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 FU2758'SOUTH OF A FENCE CORNER POST, 0.3 FOOT EAST OF A FENCE, ABOUT
 FU2758'LEVEL WITH THE ROAD SCREWED ON THE TOP OF A 2-INCH IRON PIPE
 FU2758'ENCASED IN CONCRETE, AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU2758
 FU2758                          STATION RECOVERY (1970)
 FU2758
 FU2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3010 ***********************************************************************
 FU3010  DESIGNATION -  1/4 S 11 14 K CO
 FU3010  PID         -  FU3010
 FU3010  STATE/COUNTY-  CA/KINGS
 FU3010  USGS QUAD   -  AVENAL GAP (1973)
 FU3010
 FU3010                         *CURRENT SURVEY CONTROL
 FU3010  ___________________________________________________________________
 FU3010* NAD 83(1986)-  35 50 51.     (N)    119 53 18.     (W)     SCALED    
 FU3010* NAVD 88     -        96.20   (+/-2cm)     315.6    (feet)  VERTCON   
 FU3010  ___________________________________________________________________
 FU3010  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 FU3010  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU3010
 FU3010.The horizontal coordinates were scaled from a topographic map and have
 FU3010.an estimated accuracy of +/- 6 seconds.
 FU3010
 FU3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3010.The vertical order pertains to the NGVD 29 superseded value.
 FU3010
 FU3010.The geoid height was determined by GEOID03.
 FU3010
 FU3010;                    North         East    Units  Estimated Accuracy
 FU3010;SPC CA 4     -   557,430.    1,919,750.      MT  (+/- 180 meters Scaled)
 FU3010
 FU3010                          SUPERSEDED SURVEY CONTROL
 FU3010
 FU3010  NGVD 29 (??/??/92)   95.29   (m)          312.6    (f) COMPUTED    1 2
 FU3010
 FU3010.Superseded values are not recommended for survey control.
 FU3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3010.See file dsdata.txt to determine how the superseded data were derived.
 FU3010
 FU3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV391708(NAD 83)
 FU3010_MARKER: P = PIPE CAP
 FU3010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU3010_STAMPING: 1/4 S 11-14 LGB MACD
 FU3010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3010
 FU3010  HISTORY     - Date     Condition        Report By
 FU3010  HISTORY     - UNK      MONUMENTED       CA-031
 FU3010  HISTORY     - 1964     GOOD             NGS
 FU3010  HISTORY     - 1966     MARK NOT FOUND   NGS
 FU3010
 FU3010                          STATION DESCRIPTION
 FU3010
 FU3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3010'13.4 MI S FROM KETTLEMAN CITY.
 FU3010'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3010'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3010'THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE
 FU3010'2.0 MILES SOUTH ALONG A DIRT ROAD, AT THE T JUNCTION OF A DIRT
 FU3010'ROAD EAST, 90 FEET EAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 FU3010'NORTH OF THE CENTER LINE OF THE ROAD EAST, 0.7 FOOT SOUTH OF
 FU3010'THE SOUTH ONE OF TWO FENCE POSTS, 0.6 FOOT WEST OF A WITNESS
 FU3010'POST, ABOUT LEVEL WITH THE ROAD, A CAP ON THE TOP OF A 3-INCH
 FU3010'IRON PIPE WHICH PROJECTS 0.2 FOOT.
 FU3010
 FU3010                          STATION RECOVERY (1966)
 FU3010
 FU3010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0888 ***********************************************************************
 FV0888  DESIGNATION -  1/4 S 15 22
 FV0888  PID         -  FV0888
 FV0888  STATE/COUNTY-  CA/KINGS
 FV0888  USGS QUAD   -  PYRAMID HILLS (1994)
 FV0888
 FV0888                         *CURRENT SURVEY CONTROL
 FV0888  ___________________________________________________________________
 FV0888* NAD 83(1986)-  35 49 58.     (N)    120 00 47.     (W)     SCALED    
 FV0888* NAVD 88     -       155.72   (+/-2cm)     510.9    (feet)  VERTCON   
 FV0888  ___________________________________________________________________
 FV0888  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 FV0888  VERT ORDER  -  THIRD (See Below)
 FV0888
 FV0888.The horizontal coordinates were scaled from a topographic map and have
 FV0888.an estimated accuracy of +/- 6 seconds.
 FV0888
 FV0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0888.The vertical order pertains to the NGVD 29 superseded value.
 FV0888
 FV0888.The geoid height was determined by GEOID03.
 FV0888
 FV0888;                    North         East    Units  Estimated Accuracy
 FV0888;SPC CA 4     -   555,900.    1,908,470.      MT  (+/- 180 meters Scaled)
 FV0888
 FV0888                          SUPERSEDED SURVEY CONTROL
 FV0888
 FV0888  NGVD 29 (??/??/??)  154.79   (m)          507.8    (f) RESET       3  
 FV0888
 FV0888.Superseded values are not recommended for survey control.
 FV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0888.See file dsdata.txt to determine how the superseded data were derived.
 FV0888
 FV0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE698695(NAD 83)
 FV0888_MARKER: P = PIPE CAP
 FV0888_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0888_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0888_STAMPING: 1/4 S 15 22 LGB MACD
 FV0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0888
 FV0888  HISTORY     - Date     Condition        Report By
 FV0888  HISTORY     - UNK      MONUMENTED       CA-031
 FV0888  HISTORY     - 1957     GOOD             NGS
 FV0888  HISTORY     - 1966     GOOD             NGS
 FV0888
 FV0888                          STATION DESCRIPTION
 FV0888
 FV0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0888'4.3 MI NW FROM DEVILS DEN.
 FV0888'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC
 FV0888'GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E
 FV0888'T24S, ON SECTION LINE 15 AND 22, 0.3 MILE SOUTHEAST OF THE Y
 FV0888'JUNCTION OF A GRADED DIRT ROAD LEADING SOUTHEAST TO THE MC PHAILL
 FV0888'GYPSUM COMPANY MINES, 0.1 MILE NORTHWEST OF THE T JUNCTION OF A
 FV0888'DIRT ROAD LEADING WEST, 94 FEET SOUTHWEST OF THE CENTER LINE
 FV0888'OF THE HIGHWAY, 47.6 FEET WEST OF Y 806, 45 1/2 FEET WEST OF A
 FV0888'TELEPHONE POLE, 4.0 FEET SOUTH OF A 3-INCH IRON PIPE PROJECTING
 FV0888'ABOVE THE GROUND, 3.5 FEET WEST OF A 4-BY 4-INCH POST WITH A
 FV0888'5 GALLON CAN NAILED ON TOP, 1.3 FEET NORTH OF A WITNESS POST,
 FV0888'ABOUT LEVEL WITH THE HIGHWAY, AND BRAZED ON THE TOP OF A
 FV0888'3 1/2 INCH PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FV0888
 FV0888                          STATION RECOVERY (1966)
 FV0888
 FV0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FV0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1785 ***********************************************************************
 GU1785  DESIGNATION -  1/4 S 30 31 SOCO
 GU1785  PID         -  GU1785
 GU1785  STATE/COUNTY-  CA/KINGS
 GU1785  USGS QUAD   -  LA CIMA (1978)
 GU1785
 GU1785                         *CURRENT SURVEY CONTROL
 GU1785  ___________________________________________________________________
 GU1785* NAD 83(1986)-  36 03 55.     (N)    120 03 57.     (W)     SCALED    
 GU1785* NAVD 88     -       144.64   (+/-2cm)     474.5    (feet)  VERTCON   
 GU1785  ___________________________________________________________________
 GU1785  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 GU1785  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1785
 GU1785.The horizontal coordinates were scaled from a topographic map and have
 GU1785.an estimated accuracy of +/- 6 seconds.
 GU1785
 GU1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1785.The vertical order pertains to the NGVD 29 superseded value.
 GU1785
 GU1785.The geoid height was determined by GEOID03.
 GU1785
 GU1785;                    North         East    Units  Estimated Accuracy
 GU1785;SPC CA 4     -   581,750.    1,903,980.      MT  (+/- 180 meters Scaled)
 GU1785
 GU1785                          SUPERSEDED SURVEY CONTROL
 GU1785
 GU1785  NGVD 29 (??/??/92)  143.71   (m)          471.5    (f) COMPUTED    1 2
 GU1785
 GU1785.Superseded values are not recommended for survey control.
 GU1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1785.See file dsdata.txt to determine how the superseded data were derived.
 GU1785
 GU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE642951(NAD 83)
 GU1785_MARKER: P = PIPE CAP
 GU1785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1785_STAMPING: 1/4 S 30 LGBM 31 ADC
 GU1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1785
 GU1785  HISTORY     - Date     Condition        Report By
 GU1785  HISTORY     - UNK      MONUMENTED       SOCO
 GU1785  HISTORY     - 1958     GOOD             NGS
 GU1785  HISTORY     - 1966     GOOD             NGS
 GU1785
 GU1785                          STATION DESCRIPTION
 GU1785
 GU1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU1785'10.7 MI NW FROM KETTLEMAN CITY.
 GU1785'4.1 MILES ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE HIGHWAY
 GU1785'41 AT KETTLEMAN CITY, THENCE 6.2 MILES NORTHWEST ALONG AN OIL
 GU1785'ROAD, THENCE 0.4 MILE NORTHWEST ALONG A TRACK ROAD, 11.3 MILES
 GU1785'SOUTH OF HURON, IN R18E T21S S30, AT THE T JUNCTION OF A TRACK
 GU1785'ROAD NORTH, AT THE T JUNCTION OF A POWER LINE, 14 1/2 FEET
 GU1785'EAST OF THE CENTER LINE OF THE ROAD NORTH, 12 1/2 FEET NORTH
 GU1785'OF THE CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST OF A
 GU1785'POWER LINE POLE WITH A GUY WIRE, 1.6 FEET EAST OF A 2 1/2-INCH
 GU1785'IRON PIPE WHICH PROJECTS 4-FEET ABOVE THE GROUND, 1.0 FEET WEST
 GU1785'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND WELDED ON
 GU1785'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE
 GU1785'THE GROUND.
 GU1785
 GU1785                          STATION RECOVERY (1966)
 GU1785
 GU1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1396 ***********************************************************************
 FU1396  DESIGNATION -  1/4 S 31 32 SOCO
 FU1396  PID         -  FU1396
 FU1396  STATE/COUNTY-  CA/KERN
 FU1396  USGS QUAD   -  FELLOWS (1973)
 FU1396
 FU1396                         *CURRENT SURVEY CONTROL
 FU1396  ___________________________________________________________________
 FU1396* NAD 83(1986)-  35 11 15.     (N)    119 32 10.     (W)     SCALED    
 FU1396* NAVD 88     -       364.888  (meters)    1197.14   (feet)  ADJUSTED  
 FU1396  ___________________________________________________________________
 FU1396  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FU1396  DYNAMIC HT  -         364.511 (meters)    1195.90  (feet)  COMP
 FU1396  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 FU1396
 FU1396  VERT ORDER  -  FIRST     CLASS I
 FU1396
 FU1396.The horizontal coordinates were scaled from a topographic map and have
 FU1396.an estimated accuracy of +/- 6 seconds.
 FU1396
 FU1396.The orthometric height was determined by differential leveling
 FU1396.and adjusted in June 1991.
 FU1396
 FU1396.The geoid height was determined by GEOID03.
 FU1396
 FU1396.The dynamic height is computed by dividing the NAVD 88
 FU1396.geopotential number by the normal gravity value computed on the
 FU1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU1396.degrees latitude (g = 980.6199 gals.).
 FU1396
 FU1396.The modeled gravity was interpolated from observed gravity values.
 FU1396
 FU1396;                    North         East    Units  Estimated Accuracy
 FU1396;SPC CA 5     -   688,260.    1,860,100.      MT  (+/- 180 meters Scaled)
 FU1396
 FU1396                          SUPERSEDED SURVEY CONTROL
 FU1396
 FU1396  NGVD 29 (??/??/92)  364.063  (m)         1194.43   (f) ADJ UNCH    1 1
 FU1396
 FU1396.Superseded values are not recommended for survey control.
 FU1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1396.See file dsdata.txt to determine how the superseded data were derived.
 FU1396
 FU1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU690967(NAD 83)
 FU1396_MARKER: DD = SURVEY DISK
 FU1396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1396_STAMPING: 1/4 S 31 32 LGB MACD
 FU1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1396
 FU1396  HISTORY     - Date     Condition        Report By
 FU1396  HISTORY     - UNK      MONUMENTED       SOCO
 FU1396  HISTORY     - 1957     GOOD             NGS
 FU1396  HISTORY     - 1970     GOOD             NGS
 FU1396  HISTORY     - 1977     GOOD             NGS
 FU1396  HISTORY     - 19960108 GOOD             USPSQD
 FU1396
 FU1396                          STATION DESCRIPTION
 FU1396
 FU1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1396'5.6 MI NW FROM TAFT.
 FU1396'0.1 MILE NORTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT
 FU1396'TAFT, THENCE 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 33, IN
 FU1396'R23E T31S S32, 0.7 MILE NORTHWEST OF THE INTERSECTION OF KERN
 FU1396'COUNTY ROUTE 268 (MIDWAY ROUTE), 162.8 FEET WEST OF THE CENTER
 FU1396'OF THE TOP OF THE SOUTH END OF 18-INCH CORRUGATED METAL PIPE
 FU1396'CULVERT B-0.69, 121 FEET SOUTH OF TELEPHONE POLE KMT MC 5/21,
 FU1396'38.5 FEET EAST OF AN 8-INCH NORTH-SOUTH SURFACE PIPE LINE, 5.5
 FU1396'FEET WEST OF B.M. 1197 (USGS), 5.5 FEET WEST OF A WITNESS
 FU1396'POST, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 FU1396'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FU1396
 FU1396                          STATION RECOVERY (1970)
 FU1396
 FU1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1396'RECOVERED IN GOOD CONDITION.
 FU1396
 FU1396                          STATION RECOVERY (1977)
 FU1396
 FU1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU1396'FIFTH STREET SHOULD BE FOURTH STREET.
 FU1396
 FU1396                          STATION RECOVERY (1996)
 FU1396
 FU1396'RECOVERY NOTE BY US POWER SQUADRON 1996
 FU1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0434 ***********************************************************************
 EU0434  DESIGNATION -  1/4 S 6 RM USGLO
 EU0434  PID         -  EU0434
 EU0434  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0434  USGS QUAD   -  HUMBUG MOUNTAIN (1985)
 EU0434
 EU0434                         *CURRENT SURVEY CONTROL
 EU0434  ___________________________________________________________________
 EU0434* NAD 83(1986)-  34 07 19.     (N)    115 52 07.     (W)     SCALED    
 EU0434* NAVD 88     -       446.003  (meters)    1463.26   (feet)  ADJUSTED  
 EU0434  ___________________________________________________________________
 EU0434  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EU0434  DYNAMIC HT  -         445.494 (meters)    1461.59  (feet)  COMP
 EU0434  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 EU0434
 EU0434  VERT ORDER  -  FIRST     CLASS I
 EU0434
 EU0434.The horizontal coordinates were scaled from a topographic map and have
 EU0434.an estimated accuracy of +/- 6 seconds.
 EU0434
 EU0434.The orthometric height was determined by differential leveling
 EU0434.and adjusted in June 1991.
 EU0434
 EU0434.The geoid height was determined by GEOID03.
 EU0434
 EU0434.The dynamic height is computed by dividing the NAVD 88
 EU0434.geopotential number by the normal gravity value computed on the
 EU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0434.degrees latitude (g = 980.6199 gals.).
 EU0434
 EU0434.The modeled gravity was interpolated from observed gravity values.
 EU0434
 EU0434;                    North         East    Units  Estimated Accuracy
 EU0434;SPC CA 5     -   571,070.    2,196,610.      MT  (+/- 180 meters Scaled)
 EU0434
 EU0434                          SUPERSEDED SURVEY CONTROL
 EU0434
 EU0434  NGVD 29 (??/??/92)  445.301  (m)         1460.96   (f) ADJ UNCH    1 1
 EU0434
 EU0434.Superseded values are not recommended for survey control.
 EU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0434.See file dsdata.txt to determine how the superseded data were derived.
 EU0434
 EU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT043762(NAD 83)
 EU0434_MARKER: P = PIPE CAP
 EU0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0434_STAMPING: 1/4 S6/40 RM FT TO COR 57
 EU0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0434
 EU0434  HISTORY     - Date     Condition        Report By
 EU0434  HISTORY     - UNK      MONUMENTED       BLM
 EU0434  HISTORY     - 1974     GOOD             NGS
 EU0434  HISTORY     - 1978     GOOD             NGS
 EU0434
 EU0434                          STATION DESCRIPTION
 EU0434
 EU0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EU0434'11 MI E FROM TWENTYNINE PALMS.
 EU0434'10.95 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF
 EU0434'ADOBE ROAD AT TWENTYNINE PALMS, AT THE CROSSING OF A POWER LINE,
 EU0434'42 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 78 1/2 FEET
 EU0434'SOUTH OF AND ACROSS THE HIGHWAY FROM T JUNCTION POWER LINE POLE
 EU0434'1689734E WITH A GUY WIRE, 80 1/2 FEET WEST OF THE CENTER LINE OF
 EU0434'A DIRT ROAD LEADING SOUTH, 1.0 FOOT EAST OF A STEEL PADDLE BOARD
 EU0434'WITNESS POST, 1.5 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT
 EU0434'HIGHER THAN THE HIGHWAY, A CAP RIVETED ON TOP OF A 3 1/2-INCH
 EU0434'IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  SECTION 6,
 EU0434'T1S, R11E.
 EU0434
 EU0434                          STATION RECOVERY (1978)
 EU0434
 EU0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0894 ***********************************************************************
 FV0894  DESIGNATION -  1/4 S GLO
 FV0894  PID         -  FV0894
 FV0894  STATE/COUNTY-  CA/KINGS
 FV0894  USGS QUAD   -  PYRAMID HILLS (1994)
 FV0894
 FV0894                         *CURRENT SURVEY CONTROL
 FV0894  ___________________________________________________________________
 FV0894* NAD 83(1986)-  35 51 42.     (N)    120 01 51.     (W)     SCALED    
 FV0894* NAVD 88     -       165.03   (+/-2cm)     541.4    (feet)  VERTCON   
 FV0894  ___________________________________________________________________
 FV0894  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FV0894  VERT ORDER  -  THIRD (See Below)
 FV0894
 FV0894.The horizontal coordinates were scaled from a topographic map and have
 FV0894.an estimated accuracy of +/- 6 seconds.
 FV0894
 FV0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0894.The vertical order pertains to the NGVD 29 superseded value.
 FV0894
 FV0894.The geoid height was determined by GEOID03.
 FV0894
 FV0894;                    North         East    Units  Estimated Accuracy
 FV0894;SPC CA 4     -   559,130.    1,906,890.      MT  (+/- 180 meters Scaled)
 FV0894
 FV0894                          SUPERSEDED SURVEY CONTROL
 FV0894
 FV0894  NGVD 29 (??/??/??)  164.10   (m)          538.4    (f) RESET       3  
 FV0894
 FV0894.Superseded values are not recommended for survey control.
 FV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0894.See file dsdata.txt to determine how the superseded data were derived.
 FV0894
 FV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE681726(NAD 83)
 FV0894_MARKER: P = PIPE CAP
 FV0894_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0894_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0894_STAMPING: 1/4 S 4 9 L G B MAC D
 FV0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0894
 FV0894  HISTORY     - Date     Condition        Report By
 FV0894  HISTORY     - UNK      MONUMENTED       CA-031
 FV0894  HISTORY     - 1957     GOOD             NGS
 FV0894  HISTORY     - 1963     GOOD             NGS
 FV0894  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 FV0894
 FV0894                          STATION DESCRIPTION
 FV0894
 FV0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0894'6.5 MI NW FROM DEVILS DEN.
 FV0894'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC
 FV0894'GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E
 FV0894'T24S, ON SECTION LINE 4 AND 9, 0.3 MILE SOUTHEAST OF THE JUNCTION
 FV0894'OF A GRADED ROAD LEADING SOUTH, 0.1 MILE NORTHWEST OF Z 806,
 FV0894'136.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 FV0894'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 FV0894'AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 FV0894'FOOT ABOVE THE GROUND.
 FV0894
 FV0894                          STATION RECOVERY (1963)
 FV0894
 FV0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FV0894'RECOVERED IN GOOD CONDITION.
 FV0894
 FV0894                          STATION RECOVERY (1997)
 FV0894
 FV0894'RECOVERY NOTE BY US POWER SQUADRON 1997
 FV0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2902 ***********************************************************************
 FU2902  DESIGNATION -  1/4 SEC 35 KING KERN
 FU2902  PID         -  FU2902
 FU2902  STATE/COUNTY-  CA/KINGS
 FU2902  USGS QUAD   -  HACIENDA RANCH (1978)
 FU2902
 FU2902                         *CURRENT SURVEY CONTROL
 FU2902  ___________________________________________________________________
 FU2902* NAD 83(1986)-  35 47 24.     (N)    119 33 51.     (W)     SCALED    
 FU2902* NAVD 88     -        65.57   (+/-2cm)     215.1    (feet)  VERTCON   
 FU2902  ___________________________________________________________________
 FU2902  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 FU2902  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2902
 FU2902.The horizontal coordinates were scaled from a topographic map and have
 FU2902.an estimated accuracy of +/- 6 seconds.
 FU2902
 FU2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2902.The vertical order pertains to the NGVD 29 superseded value.
 FU2902
 FU2902.The geoid height was determined by GEOID03.
 FU2902
 FU2902;                    North         East    Units  Estimated Accuracy
 FU2902;SPC CA 4     -   550,820.    1,949,000.      MT  (+/- 180 meters Scaled)
 FU2902
 FU2902                          SUPERSEDED SURVEY CONTROL
 FU2902
 FU2902  NGVD 29 (??/??/92)   64.77   (m)          212.5    (f) COMPUTED    1 2
 FU2902
 FU2902.Superseded values are not recommended for survey control.
 FU2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2902.See file dsdata.txt to determine how the superseded data were derived.
 FU2902
 FU2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV682636(NAD 83)
 FU2902_MARKER: P = PIPE CAP
 FU2902_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2902_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2902_STAMPING: KINGS KERN 1/4 SEC 35 LGB MACD LS 1091 1935
 FU2902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2902
 FU2902  HISTORY     - Date     Condition        Report By
 FU2902  HISTORY     - 1935     MONUMENTED       CA-031
 FU2902  HISTORY     - 1953     GOOD             NGS
 FU2902  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU2902
 FU2902                          STATION DESCRIPTION
 FU2902
 FU2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU2902'11.5 MI SW FROM ALPAUGH.
 FU2902'2.0 MILES SOUTH ALONG ROAD 38 (5-1/4N) FROM THE POST OFFICE AT
 FU2902'ALPAUGH, THENCE 0.2 MILE EAST ALONG AVENUE 38 (5-3/4E),THENCE 4.8
 FU2902'MILES SOUTH ALONG ROAD 40 (5-1/2N), THENCE 4.5 MILES WEST ALONG
 FU2902'COUNTY LINE AVENUE (AVENUE 1E), 24 FEET NORTH OF THE CENTER LINE
 FU2902'OF THE AVENUE, 3 FEET EAST OF A FENCE CORNER POST, 0.4 FOOT NORTH
 FU2902'OF A FENCE, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND LEADED ON TOP
 FU2902'OF A 3-INCH IRON PIPE WHICH IS PAINTED WHITE AND PROJECTS 1.2 FEET
 FU2902'ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.5 MILE EAST OF BENCH
 FU2902'MARK D 457 DESCRIBED ON LINE 101.
 FU2902
 FU2902                          STATION RECOVERY (1970)
 FU2902
 FU2902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2905 ***********************************************************************
 FU2905  DESIGNATION -  1/4 SEC KING KERN
 FU2905  PID         -  FU2905
 FU2905  STATE/COUNTY-  CA/KINGS
 FU2905  USGS QUAD   -  HACIENDA RANCH (1978)
 FU2905
 FU2905                         *CURRENT SURVEY CONTROL
 FU2905  ___________________________________________________________________
 FU2905* NAD 83(1986)-  35 47 23.     (N)    119 32 47.     (W)     SCALED    
 FU2905* NAVD 88     -        64.89   (+/-2cm)     212.9    (feet)  VERTCON   
 FU2905  ___________________________________________________________________
 FU2905  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FU2905  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2905
 FU2905.The horizontal coordinates were scaled from a topographic map and have
 FU2905.an estimated accuracy of +/- 6 seconds.
 FU2905
 FU2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2905.The vertical order pertains to the NGVD 29 superseded value.
 FU2905
 FU2905.The geoid height was determined by GEOID03.
 FU2905
 FU2905;                    North         East    Units  Estimated Accuracy
 FU2905;SPC CA 4     -   550,780.    1,950,600.      MT  (+/- 180 meters Scaled)
 FU2905
 FU2905                          SUPERSEDED SURVEY CONTROL
 FU2905
 FU2905  NGVD 29 (??/??/92)   64.09   (m)          210.3    (f) COMPUTED    1 2
 FU2905
 FU2905.Superseded values are not recommended for survey control.
 FU2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2905.See file dsdata.txt to determine how the superseded data were derived.
 FU2905
 FU2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV698636(NAD 83)
 FU2905_MARKER: P = PIPE CAP
 FU2905_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2905_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2905_STAMPING: KINGS KERN 1/4 SEC 3 6 LGB MACD LS 1091 1935
 FU2905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2905
 FU2905  HISTORY     - Date     Condition        Report By
 FU2905  HISTORY     - 1935     MONUMENTED       CA-031
 FU2905  HISTORY     - 1953     GOOD             NGS
 FU2905  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU2905
 FU2905                          STATION DESCRIPTION
 FU2905
 FU2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU2905'10.5 MI S FROM ALPAUGH.
 FU2905'2.0 MILES SOUTH ALONG ROAD 38 (5-1/4N) FROM THE POST OFFICE AT
 FU2905'ALPAUGH, THENCE 0.2 MILE EAST ALONG AVENUE 38 (5-3/4E), THENCE 4.8
 FU2905'MILES SOUTH ALONG ROAD 40 (5-1/2N), THENCE 3.5 MILES WEST ALONG
 FU2905'COUNTY LINE AVENUE (AVENUE 1E), DIRECTLY UNDER A FENCE LINE, 22
 FU2905'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 2 FEET EAST OF A FENCE
 FU2905'POST, 0.5 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 FU2905'AVENUE, AND LEADED ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.7 FOOT
 FU2905'ABOVE THE GROUND.
 FU2905
 FU2905                          STATION RECOVERY (1970)
 FU2905
 FU2905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1412 ***********************************************************************
 GU1412  DESIGNATION -  1/4 SL SOCO
 GU1412  PID         -  GU1412
 GU1412  STATE/COUNTY-  CA/FRESNO
 GU1412  USGS QUAD   -  GUIJARRAL HILLS (1971)
 GU1412
 GU1412                         *CURRENT SURVEY CONTROL
 GU1412  ___________________________________________________________________
 GU1412* NAD 83(1986)-  36 08 16.     (N)    120 11 24.     (W)     SCALED    
 GU1412* NAVD 88     -       158.74   (+/-2cm)     520.8    (feet)  VERTCON   
 GU1412  ___________________________________________________________________
 GU1412  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 GU1412  VERT ORDER  -  THIRD (See Below)
 GU1412
 GU1412.The horizontal coordinates were scaled from a topographic map and have
 GU1412.an estimated accuracy of +/- 6 seconds.
 GU1412
 GU1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1412.The vertical order pertains to the NGVD 29 superseded value.
 GU1412
 GU1412.The geoid height was determined by GEOID03.
 GU1412
 GU1412;                    North         East    Units  Estimated Accuracy
 GU1412;SPC CA 4     -   589,930.    1,892,900.      MT  (+/- 180 meters Scaled)
 GU1412
 GU1412                          SUPERSEDED SURVEY CONTROL
 GU1412
 GU1412  NGVD 29 (??/??/??)  157.83   (m)          517.8    (f) RESET       3  
 GU1412
 GU1412.Superseded values are not recommended for survey control.
 GU1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1412.See file dsdata.txt to determine how the superseded data were derived.
 GU1412
 GU1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF528028(NAD 83)
 GU1412_MARKER: P = PIPE CAP
 GU1412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1412_STAMPING: WCSC 1/4 S1 LGBM ACD 30 FT
 GU1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1412
 GU1412  HISTORY     - Date     Condition        Report By
 GU1412  HISTORY     - UNK      MONUMENTED       SOCO
 GU1412  HISTORY     - 1958     GOOD             NGS
 GU1412  HISTORY     - 1966     GOOD             NGS
 GU1412
 GU1412                          STATION DESCRIPTION
 GU1412
 GU1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU1412'9.1 MI SW FROM HURON.
 GU1412'4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT
 GU1412'HURON, THENCE 4.7 MILES WEST ALONG JAYNE AVENUE, 0.1 MILE EAST
 GU1412'OF THE T JUNCTION OF A PAVED ROAD LEADING SOUTH, 108.3 FEET
 GU1412'SOUTH OF AND ACROSS THE AVENUE FROM THE SOUTHWEST STEEL LEG
 GU1412'OF AN ELEVATED WATER TANK, 53 1/2 FEET SOUTH OF THE CENTER LINE
 GU1412'OF THE AVENUE, 25 FEET SOUTHEAST OF POWER LINE POLE 3/13, 27
 GU1412'FEET EAST OF A 4-INCH NORTH-SOUTH PIPE LINE, 1.2 FEET NORTH
 GU1412'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND
 GU1412'BRAZED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 GU1412'0.4 FOOT ABOVE THE GROUND.
 GU1412
 GU1412                          STATION RECOVERY (1966)
 GU1412
 GU1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0676 ***********************************************************************
 DX0676  DESIGNATION -  10
 DX0676  PID         -  DX0676
 DX0676  STATE/COUNTY-  CA/RIVERSIDE
 DX0676  USGS QUAD   -  INDIO (1972)
 DX0676
 DX0676                         *CURRENT SURVEY CONTROL
 DX0676  ___________________________________________________________________
 DX0676* NAD 83(1986)-  33 42 20.     (N)    116 11 47.     (W)     SCALED    
 DX0676* NAVD 88     -        -9.73   (+/-2cm)     -31.9    (feet)  VERTCON   
 DX0676  ___________________________________________________________________
 DX0676  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DX0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0676
 DX0676.The horizontal coordinates were scaled from a topographic map and have
 DX0676.an estimated accuracy of +/- 6 seconds.
 DX0676
 DX0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0676.The vertical order pertains to the NGVD 29 superseded value.
 DX0676
 DX0676.The geoid height was determined by GEOID03.
 DX0676
 DX0676;                    North         East    Units  Estimated Accuracy
 DX0676;SPC CA 6     -   670,670.    2,004,970.      MT  (+/- 180 meters Scaled)
 DX0676
 DX0676                          SUPERSEDED SURVEY CONTROL
 DX0676
 DX0676  NGVD 29 (??/??/??)  -10.401  (m)          -34.12   (f) ADJUSTED    1 2
 DX0676
 DX0676.Superseded values are not recommended for survey control.
 DX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0676.See file dsdata.txt to determine how the superseded data were derived.
 DX0676
 DX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT744297(NAD 83)
 DX0676_MARKER: DD = SURVEY DISK
 DX0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0676_STAMPING: 10
 DX0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0676+STABILITY: SURFACE MOTION
 DX0676
 DX0676  HISTORY     - Date     Condition        Report By
 DX0676  HISTORY     - UNK      MONUMENTED       CADH
 DX0676  HISTORY     - 1956     GOOD             NGS
 DX0676  HISTORY     - 1972     GOOD             DOD
 DX0676
 DX0676                          STATION DESCRIPTION
 DX0676
 DX0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0676'1.5 MI SE FROM INDIO.
 DX0676'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0676'PACIFIC COMPANY RAILROAD STATION AT INDIO, 0.5 MILE NORTHWEST
 DX0676'OF THE Y JUNCTION OF U.S. HIGHWAY 60 AND 70 LEADING NORTHEAST,
 DX0676'ALONG THE TRAFFIC ISLAND DIVIDED HIGHWAY, 69.0 FEET SOUTHEAST
 DX0676'OF THE NORTHEAST END OF THE TRAFFIC ISLAND, 8.7 FEET NORTHEAST
 DX0676'OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE, 5.7 FEET
 DX0676'SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE,
 DX0676'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DX0676'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DX0676
 DX0676                          STATION RECOVERY (1972)
 DX0676
 DX0676'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 DX0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0093 ***********************************************************************
 DZ0093  DESIGNATION -  10
 DZ0093  PID         -  DZ0093
 DZ0093  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0093  USGS QUAD   -  LOMPOC (1982)
 DZ0093
 DZ0093                         *CURRENT SURVEY CONTROL
 DZ0093  ___________________________________________________________________
 DZ0093* NAD 83(1986)-  34 38 22.     (N)    120 28 31.     (W)     SCALED    
 DZ0093* NAVD 88     -        26.47   (+/-2cm)      86.8    (feet)  VERTCON   
 DZ0093  ___________________________________________________________________
 DZ0093  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DZ0093  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0093
 DZ0093.The horizontal coordinates were scaled from a topographic map and have
 DZ0093.an estimated accuracy of +/- 6 seconds.
 DZ0093
 DZ0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0093.The vertical order pertains to the NGVD 29 superseded value.
 DZ0093
 DZ0093.The geoid height was determined by GEOID03.
 DZ0093
 DZ0093;                    North         East    Units  Estimated Accuracy
 DZ0093;SPC CA 5     -   629,190.    1,773,090.      MT  (+/- 180 meters Scaled)
 DZ0093
 DZ0093                          SUPERSEDED SURVEY CONTROL
 DZ0093
 DZ0093  NGVD 29 (??/??/92)   25.700  (m)           84.32   (f) ADJ UNCH    1 2
 DZ0093
 DZ0093.Superseded values are not recommended for survey control.
 DZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0093.See file dsdata.txt to determine how the superseded data were derived.
 DZ0093
 DZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD314359(NAD 83)
 DZ0093_MARKER: DD = SURVEY DISK
 DZ0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0093_SP_SET: CULVERT
 DZ0093_STAMPING: SBCO SURV NO 10 EL 84.63 F EVANS
 DZ0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0093
 DZ0093  HISTORY     - Date     Condition        Report By
 DZ0093  HISTORY     - UNK      MONUMENTED       CA-083
 DZ0093  HISTORY     - 1956     GOOD             NGS
 DZ0093  HISTORY     - 19890307 MARK NOT FOUND   NGS
 DZ0093
 DZ0093                          STATION DESCRIPTION
 DZ0093
 DZ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0093'1 MI W FROM LOMPOC.
 DZ0093'1.0 MILE WEST ALONG OCEAN AVENUE (STATE HIGHWAY 150) FROM THE
 DZ0093'BANK OF AMERICA AT LOMPOC, AT THE INTERSECTION OF OCEAN AVENUE
 DZ0093'AND V STREET, AT A DOUBLE 8- BY 8-FOOT CONCRETE BOX CULVERT
 DZ0093'OVER A CANAL, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 DZ0093'HEAD WALL, 53 FEET EAST OF THE CENTER LINE OF THE STREET, 19
 DZ0093'FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL
 DZ0093'WITH THE AVENUE.
 DZ0093
 DZ0093                          STATION RECOVERY (1989)
 DZ0093
 DZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0903 ***********************************************************************
 HR0903  DESIGNATION -  10
 HR0903  PID         -  HR0903
 HR0903  STATE/COUNTY-  CA/TUOLUMNE
 HR0903  USGS QUAD   -  CHERRY LAKE SOUTH (1992)
 HR0903
 HR0903                         *CURRENT SURVEY CONTROL
 HR0903  ___________________________________________________________________
 HR0903* NAD 83(1986)-  37 52 38.     (N)    119 52 44.     (W)     SCALED    
 HR0903* NAVD 88     -      1308.22   (+/-2cm)    4292.1    (feet)  VERTCON   
 HR0903  ___________________________________________________________________
 HR0903  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 HR0903  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0903
 HR0903.The horizontal coordinates were scaled from a topographic map and have
 HR0903.an estimated accuracy of +/- 6 seconds.
 HR0903
 HR0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0903.The vertical order pertains to the NGVD 29 superseded value.
 HR0903
 HR0903.The geoid height was determined by GEOID03.
 HR0903
 HR0903;                    North         East    Units  Estimated Accuracy
 HR0903;SPC CA 3     -   653,030.    2,054,640.      MT  (+/- 180 meters Scaled)
 HR0903
 HR0903                          SUPERSEDED SURVEY CONTROL
 HR0903
 HR0903  NGVD 29 (??/??/92) 1307.307  (m)         4289.06   (f) ADJ UNCH    1 2
 HR0903
 HR0903.Superseded values are not recommended for survey control.
 HR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0903.See file dsdata.txt to determine how the superseded data were derived.
 HR0903
 HR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB467961(NAD 83)
 HR0903_MARKER: DD = SURVEY DISK
 HR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0903_STAMPING: 10
 HR0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0903+STABILITY: SURFACE MOTION
 HR0903
 HR0903  HISTORY     - Date     Condition        Report By
 HR0903  HISTORY     - UNK      MONUMENTED       HHWS
 HR0903  HISTORY     - 1956     GOOD             NGS
 HR0903  HISTORY     - 19861022 MARK NOT FOUND   USPSQD
 HR0903
 HR0903                          STATION DESCRIPTION
 HR0903
 HR0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0903'1.5 MI W FROM MATHER.
 HR0903'1.5 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0903'MATHER, ABOUT 73 FEET SOUTHWEST OF THE SOUTHWEST END OF A CURVE
 HR0903'AND A CUT, AT A ROAD TURN OUT, ABOUT 53 FEET SOUTHEAST OF AND
 HR0903'ACROSS THE ROAD FROM A 30-INCH LONE CEDAR TREE, 25 FEET WEST
 HR0903'OF AN 8-INCH FORKED OAK TREE, 19 FEET SOUTHEAST OF THE CENTER
 HR0903'LINE OF THE ROAD, 1.3 FOOT NORTHWEST OF A WITNESS POST, ABOUT
 HR0903'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HR0903'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HR0903
 HR0903                          STATION RECOVERY (1986)
 HR0903
 HR0903'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0934 ***********************************************************************
 HS0934  DESIGNATION -  10
 HS0934  PID         -  HS0934
 HS0934  STATE/COUNTY-  CA/TUOLUMNE
 HS0934  USGS QUAD   -  MOCCASIN (1987)
 HS0934
 HS0934                         *CURRENT SURVEY CONTROL
 HS0934  ___________________________________________________________________
 HS0934* NAD 83(1986)-  37 49 59.     (N)    120 19 54.     (W)     SCALED    
 HS0934* NAVD 88     -       231.27   (+/-2cm)     758.8    (feet)  VERTCON   
 HS0934  ___________________________________________________________________
 HS0934  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HS0934  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0934
 HS0934.The horizontal coordinates were scaled from a topographic map and have
 HS0934.an estimated accuracy of +/- 6 seconds.
 HS0934
 HS0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0934.The vertical order pertains to the NGVD 29 superseded value.
 HS0934
 HS0934.The geoid height was determined by GEOID03.
 HS0934
 HS0934;                    North         East    Units  Estimated Accuracy
 HS0934;SPC CA 3     -   647,960.    2,014,820.      MT  (+/- 180 meters Scaled)
 HS0934
 HS0934                          SUPERSEDED SURVEY CONTROL
 HS0934
 HS0934  NGVD 29 (??/??/92)  230.528  (m)          756.32   (f) ADJ UNCH    1 2
 HS0934
 HS0934.Superseded values are not recommended for survey control.
 HS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0934.See file dsdata.txt to determine how the superseded data were derived.
 HS0934
 HS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG348906(NAD 83)
 HS0934_MARKER: DD = SURVEY DISK
 HS0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0934_SP_SET: CULVERT
 HS0934_STAMPING: 10
 HS0934_MARK LOGO: CADH  
 HS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0934
 HS0934  HISTORY     - Date     Condition        Report By
 HS0934  HISTORY     - UNK      MONUMENTED       CADH
 HS0934  HISTORY     - 1956     GOOD             CGS
 HS0934  HISTORY     - 20050627 MARK NOT FOUND   GEOCAC
 HS0934
 HS0934                          STATION DESCRIPTION
 HS0934
 HS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0934'0.7 MI E FROM MT RIVER LODGE.
 HS0934'0.7 MILE EAST ALONG STATE HIGHWAY 120 FROM THE MOUNTAIN RIVER
 HS0934'LODGE, 0.2 MILE NORTHEAST OF THE Y JUNCTION OF STATE HIGHWAY
 HS0934'49, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 HS0934'HEAD WALL OF 36-INCH CORRUGATED METAL PIPE CULVERT B 51-85,
 HS0934'19 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 HS0934'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 HS0934
 HS0934                          STATION RECOVERY (2005)
 HS0934
 HS0934'RECOVERY NOTE BY GEOCACHING 2005
 HS0934'DNF BY HANSOHN - MARK NOT FOUND AS DESCRIBED. LAKE LEVEL AT 828.35'
 HS0934'PUTTING THIS MARKER MORE THAN 60 FEET UNDERWATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1053 ***********************************************************************
 DB1053  DESIGNATION -  10 000 DTENAL
 DB1053  PID         -  DB1053
 DB1053  STATE/COUNTY-  CA/IMPERIAL
 DB1053  USGS QUAD   -  HEBER (1976)
 DB1053
 DB1053                         *CURRENT SURVEY CONTROL
 DB1053  ___________________________________________________________________
 DB1053* NAD 83(1986)-  32 39 51.     (N)    115 30 21.     (W)     SCALED    
 DB1053* NAVD 88     -         0.159  (meters)       0.52   (feet)  READJUSTED
 DB1053  ___________________________________________________________________
 DB1053  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DB1053  DYNAMIC HT  -           0.160 (meters)       0.52  (feet)  COMP
 DB1053  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 DB1053
 DB1053  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1053
 DB1053.The horizontal coordinates were scaled from a topographic map and have
 DB1053.an estimated accuracy of +/- 6 seconds.
 DB1053
 DB1053.The orthometric height was determined by differential leveling
 DB1053.and adjusted in January 1995.
 DB1053.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1053.distribution rate of 0.0 thru 1.0 mm/km.
 DB1053.The height was derived from older observations constrained to new
 DB1053.heights in a crustal motion area.  The height is approximate in
 DB1053.relation to other heights in its vicinity.
 DB1053
 DB1053.The geoid height was determined by GEOID03.
 DB1053
 DB1053.The dynamic height is computed by dividing the NAVD 88
 DB1053.geopotential number by the normal gravity value computed on the
 DB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1053.degrees latitude (g = 980.6199 gals.).
 DB1053
 DB1053.The modeled gravity was interpolated from observed gravity values.
 DB1053
 DB1053;                    North         East    Units  Estimated Accuracy
 DB1053;SPC CA 6     -   555,420.    2,069,810.      MT  (+/- 180 meters Scaled)
 DB1053
 DB1053                          SUPERSEDED SURVEY CONTROL
 DB1053
 DB1053.No superseded survey control is available for this station.
 DB1053
 DB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS401150(NAD 83)
 DB1053_MARKER: Z = SEE DESCRIPTION
 DB1053_SETTING: 0 = UNSPECIFIED SETTING
 DB1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1053
 DB1053  HISTORY     - Date     Condition        Report By
 DB1053  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1053
 DB1053                          STATION DESCRIPTION
 DB1053
 DB1053'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1053'IN MEXICALI.
 DB1053'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1054 ***********************************************************************
 DB1054  DESIGNATION -  10 001 DTENAL
 DB1054  PID         -  DB1054
 DB1054  STATE/COUNTY-  CA/IMPERIAL
 DB1054  USGS QUAD   -  HEBER (1976)
 DB1054
 DB1054                         *CURRENT SURVEY CONTROL
 DB1054  ___________________________________________________________________
 DB1054* NAD 83(1986)-  32 39 17.     (N)    115 30 23.     (W)     SCALED    
 DB1054* NAVD 88     -         2.148  (meters)       7.05   (feet)  READJUSTED
 DB1054  ___________________________________________________________________
 DB1054  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1054  DYNAMIC HT  -           2.150 (meters)       7.05  (feet)  COMP
 DB1054  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 DB1054
 DB1054  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1054
 DB1054.The horizontal coordinates were scaled from a topographic map and have
 DB1054.an estimated accuracy of +/- 6 seconds.
 DB1054
 DB1054.The orthometric height was determined by differential leveling
 DB1054.and adjusted in January 1995.
 DB1054.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1054.distribution rate of 0.0 thru 1.0 mm/km.
 DB1054.The height was derived from older observations constrained to new
 DB1054.heights in a crustal motion area.  The height is approximate in
 DB1054.relation to other heights in its vicinity.
 DB1054
 DB1054.The geoid height was determined by GEOID03.
 DB1054
 DB1054.The dynamic height is computed by dividing the NAVD 88
 DB1054.geopotential number by the normal gravity value computed on the
 DB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1054.degrees latitude (g = 980.6199 gals.).
 DB1054
 DB1054.The modeled gravity was interpolated from observed gravity values.
 DB1054
 DB1054;                    North         East    Units  Estimated Accuracy
 DB1054;SPC CA 6     -   554,380.    2,069,760.      MT  (+/- 180 meters Scaled)
 DB1054
 DB1054                          SUPERSEDED SURVEY CONTROL
 DB1054
 DB1054.No superseded survey control is available for this station.
 DB1054
 DB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS400139(NAD 83)
 DB1054_MARKER: Z = SEE DESCRIPTION
 DB1054_SETTING: 0 = UNSPECIFIED SETTING
 DB1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1054
 DB1054  HISTORY     - Date     Condition        Report By
 DB1054  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1054
 DB1054                          STATION DESCRIPTION
 DB1054
 DB1054'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1054'IN MEXICALI.
 DB1054'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1824 ***********************************************************************
 JT1824  DESIGNATION -  10 1
 JT1824  PID         -  JT1824
 JT1824  STATE/COUNTY-  CA/NAPA
 JT1824  USGS QUAD   -  NAPA (1980)
 JT1824
 JT1824                         *CURRENT SURVEY CONTROL
 JT1824  ___________________________________________________________________
 JT1824* NAD 83(1986)-  38 18 24.     (N)    122 18 21.     (W)     SCALED    
 JT1824* NAVD 88     -        19.38   (+/-2cm)      63.6    (feet)  VERTCON   
 JT1824  ___________________________________________________________________
 JT1824  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT1824  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1824
 JT1824.The horizontal coordinates were scaled from a topographic map and have
 JT1824.an estimated accuracy of +/- 6 seconds.
 JT1824
 JT1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1824.The vertical order pertains to the NGVD 29 superseded value.
 JT1824
 JT1824.The geoid height was determined by GEOID03.
 JT1824
 JT1824;                    North         East    Units  Estimated Accuracy
 JT1824;SPC CA 2     -   571,090.    1,973,250.      MT  (+/- 180 meters Scaled)
 JT1824
 JT1824                          SUPERSEDED SURVEY CONTROL
 JT1824
 JT1824  NGVD 29 (??/??/92)   18.60   (m)           61.0    (f) COMPUTED    1 1
 JT1824
 JT1824.Superseded values are not recommended for survey control.
 JT1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1824.See file dsdata.txt to determine how the superseded data were derived.
 JT1824
 JT1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606400(NAD 83)
 JT1824_MARKER: DD = SURVEY DISK
 JT1824_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1824+WITH SETTING: PAVEMENT
 JT1824_SP_SET: LIGHT BASE
 JT1824_MARK LOGO: CA2330
 JT1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1824+STABILITY: SURFACE MOTION
 JT1824
 JT1824  HISTORY     - Date     Condition        Report By
 JT1824  HISTORY     - 1971     MONUMENTED       CA2330
 JT1824
 JT1824                          STATION DESCRIPTION
 JT1824
 JT1824'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1824'AT INTERSECTION OF WEST LINCOLN AND SOLANO AVENUES, IN THE SOUTHEAST
 JT1824'CORNER, A BRASS CAP SET IN A LIGHT STANDARD BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9123 ***********************************************************************
 EW9123  DESIGNATION -  10 10 A
 EW9123  PID         -  EW9123
 EW9123  STATE/COUNTY-  CA/LOS ANGELES
 EW9123  USGS QUAD   -  MOUNT WILSON (1994)
 EW9123
 EW9123                         *CURRENT SURVEY CONTROL
 EW9123  ___________________________________________________________________
 EW9123* NAD 83(1986)-  34 09 02.     (N)    118 04 04.     (W)     SCALED    
 EW9123* NAVD 88     -       207.687  (meters)     681.39   (feet)  READJUSTED
 EW9123  ___________________________________________________________________
 EW9123  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EW9123  DYNAMIC HT  -         207.460 (meters)     680.64  (feet)  COMP
 EW9123  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 EW9123
 EW9123  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9123
 EW9123.The horizontal coordinates were scaled from a topographic map and have
 EW9123.an estimated accuracy of +/- 6 seconds.
 EW9123
 EW9123.The orthometric height was determined by differential leveling
 EW9123.and adjusted in February 1993.
 EW9123.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9123.distribution rate of 0.0 thru 1.0 mm/km.
 EW9123.The height was derived from older observations constrained to new
 EW9123.heights in a crustal motion area.  The height is approximate in
 EW9123.relation to other heights in its vicinity.
 EW9123
 EW9123.The geoid height was determined by GEOID03.
 EW9123
 EW9123.The dynamic height is computed by dividing the NAVD 88
 EW9123.geopotential number by the normal gravity value computed on the
 EW9123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9123.degrees latitude (g = 980.6199 gals.).
 EW9123
 EW9123.The modeled gravity was interpolated from observed gravity values.
 EW9123
 EW9123;                    North         East    Units  Estimated Accuracy
 EW9123;SPC CA 5     -   572,170.    1,993,750.      MT  (+/- 180 meters Scaled)
 EW9123
 EW9123                          SUPERSEDED SURVEY CONTROL
 EW9123
 EW9123  NGVD 29 (??/??/92)  206.897  (m)          678.79   (f) ADJ UNCH    1 1
 EW9123
 EW9123.Superseded values are not recommended for survey control.
 EW9123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9123.See file dsdata.txt to determine how the superseded data were derived.
 EW9123
 EW9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT015793(NAD 83)
 EW9123_MARKER: DD = SURVEY DISK
 EW9123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9123_SP_SET: CATCH BASIN
 EW9123_STAMPING: BM 10-10 A 1971 5869
 EW9123_MARK LOGO: CA-037
 EW9123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9123+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 EW9123
 EW9123  HISTORY     - Date     Condition        Report By
 EW9123  HISTORY     - UNK      MONUMENTED
 EW9123  HISTORY     - 1978     GOOD             NGS
 EW9123  HISTORY     - 1987     GOOD             NGS
 EW9123  HISTORY     - 20070519 GOOD             GEOCAC
 EW9123
 EW9123                          STATION DESCRIPTION
 EW9123
 EW9123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9123'SIERRA MADRE.
 EW9123'AT SIERRA MADRE, IN TOP THE NORTHEAST CORNER OF A 4 BY 6-FT. CONCRETE
 EW9123'CATCH BASIN, AT THE NORTHWEST CORNER OF FOOTHILL AND MICHILLINA
 EW9123'AVENUE, 33 FT. NORTH THE NORTH CURB FOOTHILL, 1.0 FT. WEST THE WEST
 EW9123'CURB MICHILLINDA, 0.5 MILE SOUTH OF DEEP ROD Y 1306.
 EW9123
 EW9123                          STATION RECOVERY (1987)
 EW9123
 EW9123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.30
 EW9123'MI) EAST ALONG FOOTHILL BOULEVARD FROM THE INTERSECTION OF ROSEMEAD
 EW9123'BOULEVARD IN EAST PASADENA, 25.0 M (82.0 FT) NORTH OF THE BOULEVARD
 EW9123'CENTERLINE, 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF MICHILLINDA
 EW9123'AVENUE, 0.3 M (1.0 FT) WEST OF THE NORTHWEST CORNER OF A CATCH BASIN.
 EW9123'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 EW9123
 EW9123                          STATION RECOVERY (2007)
 EW9123
 EW9123'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EW9123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1069 ***********************************************************************
 DB1069  DESIGNATION -  10 106 DTENAL
 DB1069  PID         -  DB1069
 DB1069  STATE/COUNTY-  CA/IMPERIAL
 DB1069  USGS QUAD   -  CALEXICO (1957)
 DB1069
 DB1069                         *CURRENT SURVEY CONTROL
 DB1069  ___________________________________________________________________
 DB1069* NAD 83(1986)-  32 39 11.     (N)    115 22 40.     (W)     SCALED    
 DB1069* NAVD 88     -         9.585  (meters)      31.45   (feet)  READJUSTED
 DB1069  ___________________________________________________________________
 DB1069  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1069  DYNAMIC HT  -           9.570 (meters)      31.40  (feet)  COMP
 DB1069  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 DB1069
 DB1069  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1069
 DB1069.The horizontal coordinates were scaled from a topographic map and have
 DB1069.an estimated accuracy of +/- 6 seconds.
 DB1069
 DB1069.The orthometric height was determined by differential leveling
 DB1069.and adjusted in January 1995.
 DB1069.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1069.distribution rate of 0.0 thru 1.0 mm/km.
 DB1069.The height was derived from older observations constrained to new
 DB1069.heights in a crustal motion area.  The height is approximate in
 DB1069.relation to other heights in its vicinity.
 DB1069
 DB1069.The geoid height was determined by GEOID03.
 DB1069
 DB1069.The dynamic height is computed by dividing the NAVD 88
 DB1069.geopotential number by the normal gravity value computed on the
 DB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1069.degrees latitude (g = 980.6199 gals.).
 DB1069
 DB1069.The modeled gravity was interpolated from observed gravity values.
 DB1069
 DB1069;                    North         East    Units  Estimated Accuracy
 DB1069;SPC CA 6     -   554,290.    2,081,830.      MT  (+/- 180 meters Scaled)
 DB1069
 DB1069                          SUPERSEDED SURVEY CONTROL
 DB1069
 DB1069.No superseded survey control is available for this station.
 DB1069
 DB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS521139(NAD 83)
 DB1069_MARKER: Z = SEE DESCRIPTION
 DB1069_SETTING: 0 = UNSPECIFIED SETTING
 DB1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1069
 DB1069  HISTORY     - Date     Condition        Report By
 DB1069  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1069
 DB1069                          STATION DESCRIPTION
 DB1069
 DB1069'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1069'7.2 KM EAST FROM MEXICALI.
 DB1069'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1068 ***********************************************************************
 DB1068  DESIGNATION -  10 107 DTENAL
 DB1068  PID         -  DB1068
 DB1068  STATE/COUNTY-  CA/IMPERIAL
 DB1068  USGS QUAD   -  CALEXICO (1957)
 DB1068
 DB1068                         *CURRENT SURVEY CONTROL
 DB1068  ___________________________________________________________________
 DB1068* NAD 83(1986)-  32 39 39.     (N)    115 22 35.     (W)     SCALED    
 DB1068* NAVD 88     -        11.406  (meters)      37.42   (feet)  READJUSTED
 DB1068  ___________________________________________________________________
 DB1068  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1068  DYNAMIC HT  -          11.390 (meters)      37.37  (feet)  COMP
 DB1068  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 DB1068
 DB1068  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1068
 DB1068.The horizontal coordinates were scaled from a topographic map and have
 DB1068.an estimated accuracy of +/- 6 seconds.
 DB1068
 DB1068.The orthometric height was determined by differential leveling
 DB1068.and adjusted in January 1995.
 DB1068.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1068.distribution rate of 0.0 thru 1.0 mm/km.
 DB1068.The height was derived from older observations constrained to new
 DB1068.heights in a crustal motion area.  The height is approximate in
 DB1068.relation to other heights in its vicinity.
 DB1068
 DB1068.The geoid height was determined by GEOID03.
 DB1068
 DB1068.The dynamic height is computed by dividing the NAVD 88
 DB1068.geopotential number by the normal gravity value computed on the
 DB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1068.degrees latitude (g = 980.6199 gals.).
 DB1068
 DB1068.The modeled gravity was interpolated from observed gravity values.
 DB1068
 DB1068;                    North         East    Units  Estimated Accuracy
 DB1068;SPC CA 6     -   555,150.    2,081,950.      MT  (+/- 180 meters Scaled)
 DB1068
 DB1068                          SUPERSEDED SURVEY CONTROL
 DB1068
 DB1068.No superseded survey control is available for this station.
 DB1068
 DB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS522148(NAD 83)
 DB1068_MARKER: Z = SEE DESCRIPTION
 DB1068_SETTING: 0 = UNSPECIFIED SETTING
 DB1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1068
 DB1068  HISTORY     - Date     Condition        Report By
 DB1068  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1068
 DB1068                          STATION DESCRIPTION
 DB1068
 DB1068'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1068'5.9 KM EAST FROM MEXICALI.
 DB1068'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1067 ***********************************************************************
 DB1067  DESIGNATION -  10 108 DTENAL
 DB1067  PID         -  DB1067
 DB1067  STATE/COUNTY-  CA/IMPERIAL
 DB1067  USGS QUAD   -  CALEXICO (1957)
 DB1067
 DB1067                         *CURRENT SURVEY CONTROL
 DB1067  ___________________________________________________________________
 DB1067* NAD 83(1986)-  32 40 05.     (N)    115 22 37.     (W)     SCALED    
 DB1067* NAVD 88     -        11.602  (meters)      38.06   (feet)  READJUSTED
 DB1067  ___________________________________________________________________
 DB1067  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1067  DYNAMIC HT  -          11.590 (meters)      38.02  (feet)  COMP
 DB1067  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 DB1067
 DB1067  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1067
 DB1067.The horizontal coordinates were scaled from a topographic map and have
 DB1067.an estimated accuracy of +/- 6 seconds.
 DB1067
 DB1067.The orthometric height was determined by differential leveling
 DB1067.and adjusted in January 1995.
 DB1067.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1067.distribution rate of 0.0 thru 1.0 mm/km.
 DB1067.The height was derived from older observations constrained to new
 DB1067.heights in a crustal motion area.  The height is approximate in
 DB1067.relation to other heights in its vicinity.
 DB1067
 DB1067.The geoid height was determined by GEOID03.
 DB1067
 DB1067.The dynamic height is computed by dividing the NAVD 88
 DB1067.geopotential number by the normal gravity value computed on the
 DB1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1067.degrees latitude (g = 980.6199 gals.).
 DB1067
 DB1067.The modeled gravity was interpolated from observed gravity values.
 DB1067
 DB1067;                    North         East    Units  Estimated Accuracy
 DB1067;SPC CA 6     -   555,950.    2,081,900.      MT  (+/- 180 meters Scaled)
 DB1067
 DB1067                          SUPERSEDED SURVEY CONTROL
 DB1067
 DB1067.No superseded survey control is available for this station.
 DB1067
 DB1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS521156(NAD 83)
 DB1067_MARKER: Z = SEE DESCRIPTION
 DB1067_SETTING: 0 = UNSPECIFIED SETTING
 DB1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1067
 DB1067  HISTORY     - Date     Condition        Report By
 DB1067  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1067
 DB1067                          STATION DESCRIPTION
 DB1067
 DB1067'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1067'4.7 KM EAST FROM MEXICALI.
 DB1067'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1066 ***********************************************************************
 DB1066  DESIGNATION -  10 109 DTENAL
 DB1066  PID         -  DB1066
 DB1066  STATE/COUNTY-  CA/IMPERIAL
 DB1066  USGS QUAD   -  CALEXICO (1957)
 DB1066
 DB1066                         *CURRENT SURVEY CONTROL
 DB1066  ___________________________________________________________________
 DB1066* NAD 83(1986)-  32 40 23.     (N)    115 22 36.     (W)     SCALED    
 DB1066* NAVD 88     -        11.897  (meters)      39.03   (feet)  READJUSTED
 DB1066  ___________________________________________________________________
 DB1066  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1066  DYNAMIC HT  -          11.880 (meters)      38.98  (feet)  COMP
 DB1066  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 DB1066
 DB1066  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1066
 DB1066.The horizontal coordinates were scaled from a topographic map and have
 DB1066.an estimated accuracy of +/- 6 seconds.
 DB1066
 DB1066.The orthometric height was determined by differential leveling
 DB1066.and adjusted in January 1995.
 DB1066.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1066.distribution rate of 1.1 thru 2.0 mm/km.
 DB1066.The height was derived from older observations constrained to new
 DB1066.heights in a crustal motion area.  The height is approximate in
 DB1066.relation to other heights in its vicinity.
 DB1066
 DB1066.The geoid height was determined by GEOID03.
 DB1066
 DB1066.The dynamic height is computed by dividing the NAVD 88
 DB1066.geopotential number by the normal gravity value computed on the
 DB1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1066.degrees latitude (g = 980.6199 gals.).
 DB1066
 DB1066.The modeled gravity was interpolated from observed gravity values.
 DB1066
 DB1066;                    North         East    Units  Estimated Accuracy
 DB1066;SPC CA 6     -   556,500.    2,081,920.      MT  (+/- 180 meters Scaled)
 DB1066
 DB1066                          SUPERSEDED SURVEY CONTROL
 DB1066
 DB1066.No superseded survey control is available for this station.
 DB1066
 DB1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS522162(NAD 83)
 DB1066_MARKER: Z = SEE DESCRIPTION
 DB1066_SETTING: 0 = UNSPECIFIED SETTING
 DB1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1066
 DB1066  HISTORY     - Date     Condition        Report By
 DB1066  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1066
 DB1066                          STATION DESCRIPTION
 DB1066
 DB1066'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1066'3.6 KM EAST FROM MEXICALI.
 DB1066'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6784 ***********************************************************************
 EW6784  DESIGNATION -  10 11 A
 EW6784  PID         -  EW6784
 EW6784  STATE/COUNTY-  CA/LOS ANGELES
 EW6784  USGS QUAD   -  MOUNT WILSON (1994)
 EW6784
 EW6784                         *CURRENT SURVEY CONTROL
 EW6784  ___________________________________________________________________
 EW6784* NAD 83(1986)-  34 09 01.     (N)    118 03 30.     (W)     SCALED    
 EW6784* NAVD 88     -       200.21   (+/-2cm)     656.9    (feet)  VERTCON   
 EW6784  ___________________________________________________________________
 EW6784  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EW6784  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6784
 EW6784.The horizontal coordinates were scaled from a topographic map and have
 EW6784.an estimated accuracy of +/- 6 seconds.
 EW6784
 EW6784.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6784.The vertical order pertains to the NGVD 29 superseded value.
 EW6784
 EW6784.The geoid height was determined by GEOID03.
 EW6784
 EW6784;                    North         East    Units  Estimated Accuracy
 EW6784;SPC CA 5     -   572,130.    1,994,620.      MT  (+/- 180 meters Scaled)
 EW6784
 EW6784                          SUPERSEDED SURVEY CONTROL
 EW6784
 EW6784  NGVD 29 (??/??/92)  199.42   (m)          654.3    (f) COMPUTED    1 1
 EW6784
 EW6784.Superseded values are not recommended for survey control.
 EW6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6784.See file dsdata.txt to determine how the superseded data were derived.
 EW6784
 EW6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT024793(NAD 83)
 EW6784_MARKER: DD = SURVEY DISK
 EW6784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6784_SP_SET: CATCH BASIN
 EW6784_STAMPING: BM 10-11 A 1971 5869
 EW6784_MARK LOGO: CA-037
 EW6784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6784
 EW6784  HISTORY     - Date     Condition        Report By
 EW6784  HISTORY     - UNK      MONUMENTED
 EW6784  HISTORY     - 1987     GOOD             NGS
 EW6784  HISTORY     - 20070519 GOOD             GEOCAC
 EW6784
 EW6784                          STATION DESCRIPTION
 EW6784
 EW6784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EW6784'1.3 KM (0.80 MI) EAST FROM EAST PASADENA.
 EW6784'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.80
 EW6784'MI) EAST ALONG FOOTHILL BOULEVARD FROM THE INTERSECTION OF ROSEMEAD
 EW6784'BOULEVARD IN EAST PASADENA, ALSO 2.4 KM (1.50 MI) WEST OF ARCADIA, IN
 EW6784'TOP OF THE WEST SIDE OF A CATCH BASIN, IN THE NORTHEAST CORNER OF THE
 EW6784'T-JUNCTION OF A SERVICE ROAD ENTRANCE, 9.4 M (30.8 FT) NORTH OF THE
 EW6784'BOULEVARD CENTERLINE, 9.7 M (31.8 FT) EAST OF THE ROAD CENTERLINE,
 EW6784'1.2 M (3.9 FT) NORTH OF THE NORTH CURB, 1.5 M (4.9 FT) NORTHEAST OF
 EW6784'THE NAIL DESIGNATED CG 3594 LA CO.
 EW6784'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 EW6784
 EW6784                          STATION RECOVERY (2007)
 EW6784
 EW6784'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EW6784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1065 ***********************************************************************
 DB1065  DESIGNATION -  10 110 DTENAL
 DB1065  PID         -  DB1065
 DB1065  STATE/COUNTY-  CA/IMPERIAL
 DB1065  USGS QUAD   -  CALEXICO (1957)
 DB1065
 DB1065                         *CURRENT SURVEY CONTROL
 DB1065  ___________________________________________________________________
 DB1065* NAD 83(1986)-  32 40 21.     (N)    115 23 10.     (W)     SCALED    
 DB1065* NAVD 88     -        13.154  (meters)      43.16   (feet)  READJUSTED
 DB1065  ___________________________________________________________________
 DB1065  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DB1065  DYNAMIC HT  -          13.140 (meters)      43.11  (feet)  COMP
 DB1065  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DB1065
 DB1065  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1065
 DB1065.The horizontal coordinates were scaled from a topographic map and have
 DB1065.an estimated accuracy of +/- 6 seconds.
 DB1065
 DB1065.The orthometric height was determined by differential leveling
 DB1065.and adjusted in January 1995.
 DB1065.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1065.distribution rate of 1.1 thru 2.0 mm/km.
 DB1065.The height was derived from older observations constrained to new
 DB1065.heights in a crustal motion area.  The height is approximate in
 DB1065.relation to other heights in its vicinity.
 DB1065
 DB1065.The geoid height was determined by GEOID03.
 DB1065
 DB1065.The dynamic height is computed by dividing the NAVD 88
 DB1065.geopotential number by the normal gravity value computed on the
 DB1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1065.degrees latitude (g = 980.6199 gals.).
 DB1065
 DB1065.The modeled gravity was interpolated from observed gravity values.
 DB1065
 DB1065;                    North         East    Units  Estimated Accuracy
 DB1065;SPC CA 6     -   556,430.    2,081,030.      MT  (+/- 180 meters Scaled)
 DB1065
 DB1065                          SUPERSEDED SURVEY CONTROL
 DB1065
 DB1065.No superseded survey control is available for this station.
 DB1065
 DB1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS513161(NAD 83)
 DB1065_MARKER: Z = SEE DESCRIPTION
 DB1065_SETTING: 0 = UNSPECIFIED SETTING
 DB1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1065
 DB1065  HISTORY     - Date     Condition        Report By
 DB1065  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1065
 DB1065                          STATION DESCRIPTION
 DB1065
 DB1065'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1065'2.7 KM EAST FROM MEXICALI.
 DB1065'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1064 ***********************************************************************
 DB1064  DESIGNATION -  10 111 DTENAL
 DB1064  PID         -  DB1064
 DB1064  STATE/COUNTY-  CA/IMPERIAL
 DB1064  USGS QUAD   -  CALEXICO (1957)
 DB1064
 DB1064                         *CURRENT SURVEY CONTROL
 DB1064  ___________________________________________________________________
 DB1064* NAD 83(1986)-  32 40 18.     (N)    115 23 32.     (W)     SCALED    
 DB1064* NAVD 88     -        13.822  (meters)      45.35   (feet)  READJUSTED
 DB1064  ___________________________________________________________________
 DB1064  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DB1064  DYNAMIC HT  -          13.810 (meters)      45.31  (feet)  COMP
 DB1064  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 DB1064
 DB1064  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1064
 DB1064.The horizontal coordinates were scaled from a topographic map and have
 DB1064.an estimated accuracy of +/- 6 seconds.
 DB1064
 DB1064.The orthometric height was determined by differential leveling
 DB1064.and adjusted in January 1995.
 DB1064.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1064.distribution rate of 1.1 thru 2.0 mm/km.
 DB1064.The height was derived from older observations constrained to new
 DB1064.heights in a crustal motion area.  The height is approximate in
 DB1064.relation to other heights in its vicinity.
 DB1064
 DB1064.The geoid height was determined by GEOID03.
 DB1064
 DB1064.The dynamic height is computed by dividing the NAVD 88
 DB1064.geopotential number by the normal gravity value computed on the
 DB1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1064.degrees latitude (g = 980.6199 gals.).
 DB1064
 DB1064.The modeled gravity was interpolated from observed gravity values.
 DB1064
 DB1064;                    North         East    Units  Estimated Accuracy
 DB1064;SPC CA 6     -   556,340.    2,080,460.      MT  (+/- 180 meters Scaled)
 DB1064
 DB1064                          SUPERSEDED SURVEY CONTROL
 DB1064
 DB1064.No superseded survey control is available for this station.
 DB1064
 DB1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS507160(NAD 83)
 DB1064_MARKER: Z = SEE DESCRIPTION
 DB1064_SETTING: 0 = UNSPECIFIED SETTING
 DB1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1064
 DB1064  HISTORY     - Date     Condition        Report By
 DB1064  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1064
 DB1064                          STATION DESCRIPTION
 DB1064
 DB1064'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1064'2.1 KM EAST FROM MEXICALI.
 DB1064'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1063 ***********************************************************************
 DB1063  DESIGNATION -  10 112 DTENAL
 DB1063  PID         -  DB1063
 DB1063  STATE/COUNTY-  CA/IMPERIAL
 DB1063  USGS QUAD   -  CALEXICO (1957)
 DB1063
 DB1063                         *CURRENT SURVEY CONTROL
 DB1063  ___________________________________________________________________
 DB1063* NAD 83(1986)-  32 40 17.     (N)    115 24 17.     (W)     SCALED    
 DB1063* NAVD 88     -         7.337  (meters)      24.07   (feet)  READJUSTED
 DB1063  ___________________________________________________________________
 DB1063  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DB1063  DYNAMIC HT  -           7.330 (meters)      24.05  (feet)  COMP
 DB1063  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DB1063
 DB1063  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1063
 DB1063.The horizontal coordinates were scaled from a topographic map and have
 DB1063.an estimated accuracy of +/- 6 seconds.
 DB1063
 DB1063.The orthometric height was determined by differential leveling
 DB1063.and adjusted in January 1995.
 DB1063.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1063.distribution rate of 1.1 thru 2.0 mm/km.
 DB1063.The height was derived from older observations constrained to new
 DB1063.heights in a crustal motion area.  The height is approximate in
 DB1063.relation to other heights in its vicinity.
 DB1063
 DB1063.The geoid height was determined by GEOID03.
 DB1063
 DB1063.The dynamic height is computed by dividing the NAVD 88
 DB1063.geopotential number by the normal gravity value computed on the
 DB1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1063.degrees latitude (g = 980.6199 gals.).
 DB1063
 DB1063.The modeled gravity was interpolated from observed gravity values.
 DB1063
 DB1063;                    North         East    Units  Estimated Accuracy
 DB1063;SPC CA 6     -   556,300.    2,079,290.      MT  (+/- 180 meters Scaled)
 DB1063
 DB1063                          SUPERSEDED SURVEY CONTROL
 DB1063
 DB1063.No superseded survey control is available for this station.
 DB1063
 DB1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS495159(NAD 83)
 DB1063_MARKER: Z = SEE DESCRIPTION
 DB1063_SETTING: 0 = UNSPECIFIED SETTING
 DB1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1063
 DB1063  HISTORY     - Date     Condition        Report By
 DB1063  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1063
 DB1063                          STATION DESCRIPTION
 DB1063
 DB1063'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1063'0.92 KM SE FROM MEXICALI.
 DB1063'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1062 ***********************************************************************
 DB1062  DESIGNATION -  10 113 DTENAL
 DB1062  PID         -  DB1062
 DB1062  STATE/COUNTY-  CA/IMPERIAL
 DB1062  USGS QUAD   -  CALEXICO (1957)
 DB1062
 DB1062                         *CURRENT SURVEY CONTROL
 DB1062  ___________________________________________________________________
 DB1062* NAD 83(1986)-  32 40 05.     (N)    115 24 41.     (W)     SCALED    
 DB1062* NAVD 88     -         6.563  (meters)      21.53   (feet)  READJUSTED
 DB1062  ___________________________________________________________________
 DB1062  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DB1062  DYNAMIC HT  -           6.560 (meters)      21.52  (feet)  COMP
 DB1062  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DB1062
 DB1062  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1062
 DB1062.The horizontal coordinates were scaled from a topographic map and have
 DB1062.an estimated accuracy of +/- 6 seconds.
 DB1062
 DB1062.The orthometric height was determined by differential leveling
 DB1062.and adjusted in January 1995.
 DB1062.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1062.distribution rate of 1.1 thru 2.0 mm/km.
 DB1062.The height was derived from older observations constrained to new
 DB1062.heights in a crustal motion area.  The height is approximate in
 DB1062.relation to other heights in its vicinity.
 DB1062
 DB1062.The geoid height was determined by GEOID03.
 DB1062
 DB1062.The dynamic height is computed by dividing the NAVD 88
 DB1062.geopotential number by the normal gravity value computed on the
 DB1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1062.degrees latitude (g = 980.6199 gals.).
 DB1062
 DB1062.The modeled gravity was interpolated from observed gravity values.
 DB1062
 DB1062;                    North         East    Units  Estimated Accuracy
 DB1062;SPC CA 6     -   555,920.    2,078,660.      MT  (+/- 180 meters Scaled)
 DB1062
 DB1062                          SUPERSEDED SURVEY CONTROL
 DB1062
 DB1062.No superseded survey control is available for this station.
 DB1062
 DB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS489156(NAD 83)
 DB1062_MARKER: Z = SEE DESCRIPTION
 DB1062_SETTING: 0 = UNSPECIFIED SETTING
 DB1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1062
 DB1062  HISTORY     - Date     Condition        Report By
 DB1062  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1062
 DB1062                          STATION DESCRIPTION
 DB1062
 DB1062'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1062'IN MEXICALI.
 DB1062'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1061 ***********************************************************************
 DB1061  DESIGNATION -  10 114 DTENAL
 DB1061  PID         -  DB1061
 DB1061  STATE/COUNTY-  CA/IMPERIAL
 DB1061  USGS QUAD   -  CALEXICO (1957)
 DB1061
 DB1061                         *CURRENT SURVEY CONTROL
 DB1061  ___________________________________________________________________
 DB1061* NAD 83(1986)-  32 40 05.     (N)    115 25 21.     (W)     SCALED    
 DB1061* NAVD 88     -         5.920  (meters)      19.42   (feet)  READJUSTED
 DB1061  ___________________________________________________________________
 DB1061  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DB1061  DYNAMIC HT  -           5.910 (meters)      19.39  (feet)  COMP
 DB1061  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 DB1061
 DB1061  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1061
 DB1061.The horizontal coordinates were scaled from a topographic map and have
 DB1061.an estimated accuracy of +/- 6 seconds.
 DB1061
 DB1061.The orthometric height was determined by differential leveling
 DB1061.and adjusted in January 1995.
 DB1061.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1061.distribution rate of 1.1 thru 2.0 mm/km.
 DB1061.The height was derived from older observations constrained to new
 DB1061.heights in a crustal motion area.  The height is approximate in
 DB1061.relation to other heights in its vicinity.
 DB1061
 DB1061.The geoid height was determined by GEOID03.
 DB1061
 DB1061.The dynamic height is computed by dividing the NAVD 88
 DB1061.geopotential number by the normal gravity value computed on the
 DB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1061.degrees latitude (g = 980.6199 gals.).
 DB1061
 DB1061.The modeled gravity was interpolated from observed gravity values.
 DB1061
 DB1061;                    North         East    Units  Estimated Accuracy
 DB1061;SPC CA 6     -   555,910.    2,077,620.      MT  (+/- 180 meters Scaled)
 DB1061
 DB1061                          SUPERSEDED SURVEY CONTROL
 DB1061
 DB1061.No superseded survey control is available for this station.
 DB1061
 DB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS479155(NAD 83)
 DB1061_MARKER: Z = SEE DESCRIPTION
 DB1061_SETTING: 0 = UNSPECIFIED SETTING
 DB1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1061
 DB1061  HISTORY     - Date     Condition        Report By
 DB1061  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1061
 DB1061                          STATION DESCRIPTION
 DB1061
 DB1061'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1061'IN MEXICALI.
 DB1061'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1060 ***********************************************************************
 DB1060  DESIGNATION -  10 115 DTENAL
 DB1060  PID         -  DB1060
 DB1060  STATE/COUNTY-  CA/IMPERIAL
 DB1060  USGS QUAD   -  CALEXICO (1957)
 DB1060
 DB1060                         *CURRENT SURVEY CONTROL
 DB1060  ___________________________________________________________________
 DB1060* NAD 83(1986)-  32 40 02.     (N)    115 25 56.     (W)     SCALED    
 DB1060* NAVD 88     -         5.567  (meters)      18.26   (feet)  READJUSTED
 DB1060  ___________________________________________________________________
 DB1060  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DB1060  DYNAMIC HT  -           5.560 (meters)      18.24  (feet)  COMP
 DB1060  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 DB1060
 DB1060  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1060
 DB1060.The horizontal coordinates were scaled from a topographic map and have
 DB1060.an estimated accuracy of +/- 6 seconds.
 DB1060
 DB1060.The orthometric height was determined by differential leveling
 DB1060.and adjusted in January 1995.
 DB1060.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1060.distribution rate of 1.1 thru 2.0 mm/km.
 DB1060.The height was derived from older observations constrained to new
 DB1060.heights in a crustal motion area.  The height is approximate in
 DB1060.relation to other heights in its vicinity.
 DB1060
 DB1060.The geoid height was determined by GEOID03.
 DB1060
 DB1060.The dynamic height is computed by dividing the NAVD 88
 DB1060.geopotential number by the normal gravity value computed on the
 DB1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1060.degrees latitude (g = 980.6199 gals.).
 DB1060
 DB1060.The modeled gravity was interpolated from observed gravity values.
 DB1060
 DB1060;                    North         East    Units  Estimated Accuracy
 DB1060;SPC CA 6     -   555,810.    2,076,710.      MT  (+/- 180 meters Scaled)
 DB1060
 DB1060                          SUPERSEDED SURVEY CONTROL
 DB1060
 DB1060.No superseded survey control is available for this station.
 DB1060
 DB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS470154(NAD 83)
 DB1060_MARKER: Z = SEE DESCRIPTION
 DB1060_SETTING: 0 = UNSPECIFIED SETTING
 DB1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1060
 DB1060  HISTORY     - Date     Condition        Report By
 DB1060  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1060
 DB1060                          STATION DESCRIPTION
 DB1060
 DB1060'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1060'IN MEXICALI.
 DB1060'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1059 ***********************************************************************
 DB1059  DESIGNATION -  10 116 DTENAL
 DB1059  PID         -  DB1059
 DB1059  STATE/COUNTY-  CA/IMPERIAL
 DB1059  USGS QUAD   -  CALEXICO (1957)
 DB1059
 DB1059                         *CURRENT SURVEY CONTROL
 DB1059  ___________________________________________________________________
 DB1059* NAD 83(1986)-  32 40 01.     (N)    115 26 39.     (W)     SCALED    
 DB1059* NAVD 88     -         4.404  (meters)      14.45   (feet)  READJUSTED
 DB1059  ___________________________________________________________________
 DB1059  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DB1059  DYNAMIC HT  -           4.400 (meters)      14.44  (feet)  COMP
 DB1059  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 DB1059
 DB1059  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1059
 DB1059.The horizontal coordinates were scaled from a topographic map and have
 DB1059.an estimated accuracy of +/- 6 seconds.
 DB1059
 DB1059.The orthometric height was determined by differential leveling
 DB1059.and adjusted in January 1995.
 DB1059.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1059.distribution rate of 1.1 thru 2.0 mm/km.
 DB1059.The height was derived from older observations constrained to new
 DB1059.heights in a crustal motion area.  The height is approximate in
 DB1059.relation to other heights in its vicinity.
 DB1059
 DB1059.The geoid height was determined by GEOID03.
 DB1059
 DB1059.The dynamic height is computed by dividing the NAVD 88
 DB1059.geopotential number by the normal gravity value computed on the
 DB1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1059.degrees latitude (g = 980.6199 gals.).
 DB1059
 DB1059.The modeled gravity was interpolated from observed gravity values.
 DB1059
 DB1059;                    North         East    Units  Estimated Accuracy
 DB1059;SPC CA 6     -   555,780.    2,075,590.      MT  (+/- 180 meters Scaled)
 DB1059
 DB1059                          SUPERSEDED SURVEY CONTROL
 DB1059
 DB1059.No superseded survey control is available for this station.
 DB1059
 DB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS458154(NAD 83)
 DB1059_MARKER: Z = SEE DESCRIPTION
 DB1059_SETTING: 0 = UNSPECIFIED SETTING
 DB1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1059
 DB1059  HISTORY     - Date     Condition        Report By
 DB1059  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1059
 DB1059                          STATION DESCRIPTION
 DB1059
 DB1059'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1059'IN MEXICALI.
 DB1059'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1058 ***********************************************************************
 DB1058  DESIGNATION -  10 117 DTENAL
 DB1058  PID         -  DB1058
 DB1058  STATE/COUNTY-  CA/IMPERIAL
 DB1058  USGS QUAD   -  CALEXICO (1957)
 DB1058
 DB1058                         *CURRENT SURVEY CONTROL
 DB1058  ___________________________________________________________________
 DB1058* NAD 83(1986)-  32 40 00.     (N)    115 27 11.     (W)     SCALED    
 DB1058* NAVD 88     -         3.654  (meters)      11.99   (feet)  READJUSTED
 DB1058  ___________________________________________________________________
 DB1058  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DB1058  DYNAMIC HT  -           3.650 (meters)      11.97  (feet)  COMP
 DB1058  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 DB1058
 DB1058  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1058
 DB1058.The horizontal coordinates were scaled from a topographic map and have
 DB1058.an estimated accuracy of +/- 6 seconds.
 DB1058
 DB1058.The orthometric height was determined by differential leveling
 DB1058.and adjusted in January 1995.
 DB1058.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1058.distribution rate of 1.1 thru 2.0 mm/km.
 DB1058.The height was derived from older observations constrained to new
 DB1058.heights in a crustal motion area.  The height is approximate in
 DB1058.relation to other heights in its vicinity.
 DB1058
 DB1058.The geoid height was determined by GEOID03.
 DB1058
 DB1058.The dynamic height is computed by dividing the NAVD 88
 DB1058.geopotential number by the normal gravity value computed on the
 DB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1058.degrees latitude (g = 980.6199 gals.).
 DB1058
 DB1058.The modeled gravity was interpolated from observed gravity values.
 DB1058
 DB1058;                    North         East    Units  Estimated Accuracy
 DB1058;SPC CA 6     -   555,740.    2,074,760.      MT  (+/- 180 meters Scaled)
 DB1058
 DB1058                          SUPERSEDED SURVEY CONTROL
 DB1058
 DB1058.No superseded survey control is available for this station.
 DB1058
 DB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS450153(NAD 83)
 DB1058_MARKER: Z = SEE DESCRIPTION
 DB1058_SETTING: 0 = UNSPECIFIED SETTING
 DB1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1058
 DB1058  HISTORY     - Date     Condition        Report By
 DB1058  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1058
 DB1058                          STATION DESCRIPTION
 DB1058
 DB1058'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1058'IN MEXICALI.
 DB1058'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1057 ***********************************************************************
 DB1057  DESIGNATION -  10 118 DTENAL
 DB1057  PID         -  DB1057
 DB1057  STATE/COUNTY-  CA/IMPERIAL
 DB1057  USGS QUAD   -  CALEXICO (1957)
 DB1057
 DB1057                         *CURRENT SURVEY CONTROL
 DB1057  ___________________________________________________________________
 DB1057* NAD 83(1986)-  32 40 02.     (N)    115 27 48.     (W)     SCALED    
 DB1057* NAVD 88     -         3.204  (meters)      10.51   (feet)  READJUSTED
 DB1057  ___________________________________________________________________
 DB1057  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DB1057  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 DB1057  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 DB1057
 DB1057  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1057
 DB1057.The horizontal coordinates were scaled from a topographic map and have
 DB1057.an estimated accuracy of +/- 6 seconds.
 DB1057
 DB1057.The orthometric height was determined by differential leveling
 DB1057.and adjusted in January 1995.
 DB1057.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1057.distribution rate of 1.1 thru 2.0 mm/km.
 DB1057.The height was derived from older observations constrained to new
 DB1057.heights in a crustal motion area.  The height is approximate in
 DB1057.relation to other heights in its vicinity.
 DB1057
 DB1057.The geoid height was determined by GEOID03.
 DB1057
 DB1057.The dynamic height is computed by dividing the NAVD 88
 DB1057.geopotential number by the normal gravity value computed on the
 DB1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1057.degrees latitude (g = 980.6199 gals.).
 DB1057
 DB1057.The modeled gravity was interpolated from observed gravity values.
 DB1057
 DB1057;                    North         East    Units  Estimated Accuracy
 DB1057;SPC CA 6     -   555,790.    2,073,790.      MT  (+/- 180 meters Scaled)
 DB1057
 DB1057                          SUPERSEDED SURVEY CONTROL
 DB1057
 DB1057.No superseded survey control is available for this station.
 DB1057
 DB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS440154(NAD 83)
 DB1057_MARKER: Z = SEE DESCRIPTION
 DB1057_SETTING: 0 = UNSPECIFIED SETTING
 DB1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1057
 DB1057  HISTORY     - Date     Condition        Report By
 DB1057  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1057
 DB1057                          STATION DESCRIPTION
 DB1057
 DB1057'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1057'IN MEXICALI.
 DB1057'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1056 ***********************************************************************
 DB1056  DESIGNATION -  10 119 DTENAL
 DB1056  PID         -  DB1056
 DB1056  STATE/COUNTY-  CA/IMPERIAL
 DB1056  USGS QUAD   -  CALEXICO (1957)
 DB1056
 DB1056                         *CURRENT SURVEY CONTROL
 DB1056  ___________________________________________________________________
 DB1056* NAD 83(1986)-  32 39 58.     (N)    115 28 27.     (W)     SCALED    
 DB1056* NAVD 88     -         2.315  (meters)       7.60   (feet)  READJUSTED
 DB1056  ___________________________________________________________________
 DB1056  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1056  DYNAMIC HT  -           2.310 (meters)       7.58  (feet)  COMP
 DB1056  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 DB1056
 DB1056  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1056
 DB1056.The horizontal coordinates were scaled from a topographic map and have
 DB1056.an estimated accuracy of +/- 6 seconds.
 DB1056
 DB1056.The orthometric height was determined by differential leveling
 DB1056.and adjusted in January 1995.
 DB1056.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1056.distribution rate of 1.1 thru 2.0 mm/km.
 DB1056.The height was derived from older observations constrained to new
 DB1056.heights in a crustal motion area.  The height is approximate in
 DB1056.relation to other heights in its vicinity.
 DB1056
 DB1056.The geoid height was determined by GEOID03.
 DB1056
 DB1056.The dynamic height is computed by dividing the NAVD 88
 DB1056.geopotential number by the normal gravity value computed on the
 DB1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1056.degrees latitude (g = 980.6199 gals.).
 DB1056
 DB1056.The modeled gravity was interpolated from observed gravity values.
 DB1056
 DB1056;                    North         East    Units  Estimated Accuracy
 DB1056;SPC CA 6     -   555,660.    2,072,780.      MT  (+/- 180 meters Scaled)
 DB1056
 DB1056                          SUPERSEDED SURVEY CONTROL
 DB1056
 DB1056.No superseded survey control is available for this station.
 DB1056
 DB1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS430153(NAD 83)
 DB1056_MARKER: Z = SEE DESCRIPTION
 DB1056_SETTING: 0 = UNSPECIFIED SETTING
 DB1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1056
 DB1056  HISTORY     - Date     Condition        Report By
 DB1056  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1056
 DB1056                          STATION DESCRIPTION
 DB1056
 DB1056'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1056'IN MEXICALI.
 DB1056'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6974 ***********************************************************************
 EW6974  DESIGNATION -  10 12 B
 EW6974  PID         -  EW6974
 EW6974  STATE/COUNTY-  CA/LOS ANGELES
 EW6974  USGS QUAD   -  MOUNT WILSON (1994)
 EW6974
 EW6974                         *CURRENT SURVEY CONTROL
 EW6974  ___________________________________________________________________
 EW6974* NAD 83(1986)-  34 09 02.     (N)    118 03 11.     (W)     SCALED    
 EW6974* NAVD 88     -       195.312  (meters)     640.79   (feet)  READJUSTED
 EW6974  ___________________________________________________________________
 EW6974  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EW6974  DYNAMIC HT  -         195.100 (meters)     640.09  (feet)  COMP
 EW6974  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 EW6974  OBS GRAVITY -     979,559.2   (mgal)                       GRAV_OBS
 EW6974
 EW6974  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6974
 EW6974.The horizontal coordinates were scaled from a topographic map and have
 EW6974.an estimated accuracy of +/- 6 seconds.
 EW6974
 EW6974.The orthometric height was determined by differential leveling
 EW6974.and adjusted in February 1993.
 EW6974.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6974.distribution rate of 0.0 thru 1.0 mm/km.
 EW6974.The height was derived from older observations constrained to new
 EW6974.heights in a crustal motion area.  The height is approximate in
 EW6974.relation to other heights in its vicinity.
 EW6974
 EW6974.The geoid height was determined by GEOID03.
 EW6974
 EW6974.The dynamic height is computed by dividing the NAVD 88
 EW6974.geopotential number by the normal gravity value computed on the
 EW6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6974.degrees latitude (g = 980.6199 gals.).
 EW6974
 EW6974.The modeled gravity was interpolated from observed gravity values.
 EW6974.The observed gravity was obtained from relative gravimeter ties
 EW6974.to the IGSN71 gravity network.
 EW6974
 EW6974;                    North         East    Units  Estimated Accuracy
 EW6974;SPC CA 5     -   572,170.    1,995,110.      MT  (+/- 180 meters Scaled)
 EW6974
 EW6974                          SUPERSEDED SURVEY CONTROL
 EW6974
 EW6974  NGVD 29 (??/??/92)  194.523  (m)          638.20   (f) ADJ UNCH    1 1
 EW6974
 EW6974.Superseded values are not recommended for survey control.
 EW6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6974.See file dsdata.txt to determine how the superseded data were derived.
 EW6974
 EW6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT029793(NAD 83)
 EW6974_MARKER: DD = SURVEY DISK
 EW6974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6974_SP_SET: CATCH BASIN
 EW6974_STAMPING: BM 10-12 B 1977 22726
 EW6974_MARK LOGO: CA-037
 EW6974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6974+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 EW6974
 EW6974  HISTORY     - Date     Condition        Report By
 EW6974  HISTORY     - 1977     MONUMENTED       CA-037
 EW6974  HISTORY     - 1978     GOOD             NGS
 EW6974  HISTORY     - 1987     GOOD             NGS
 EW6974  HISTORY     - 20070519 GOOD             GEOCAC
 EW6974
 EW6974                          STATION DESCRIPTION
 EW6974
 EW6974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6974'SIERRA MADRE.
 EW6974'AT SIERRA MADRE, LOCATED AT THE NORTHEAST CORNER OF FOOTHILL BOULEVARD
 EW6974'AND BALDWIN AVENUE LEADING NORTH, 1.2 MILES NORTHWEST OF THE ARCADIA
 EW6974'CITY HALL, NEAR THE SOUTHEAST CORNER OF ANOAKIA SCHOOL, 90 FT. NORTH
 EW6974'OF NORTH CURB FOOTHILL BOULEVARD, 33 FT. EAST APPROXIMATE CENTER LINE
 EW6974'BALDWIN AVENUE, 18 FT. NORTH OF FIRE PLUG, IN TOP THE NORTHWEST
 EW6974'CORNER OF A 4 X 6 FT. CONCRETE CATCH BASIN.
 EW6974
 EW6974                          STATION RECOVERY (1987)
 EW6974
 EW6974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW6974'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 KM (1.25
 EW6974'MI) WEST ALONG FOOTHILL BOULEVARD FROM THE INTERSECTION OF SANTA
 EW6974'ANITA AVENUE IN ARCADIA, IN TOP OF THE NORTHWEST CORNER OF A CATCH
 EW6974'BASIN, 35.6 M (116.8 FT) NORTH OF THE BOULEVARD CENTERLINE, 10.0 M
 EW6974'(32.8 FT) EAST OF THE CENTERLINE OF BALDWIN AVENUE, 5.5 M (18.0 FT)
 EW6974'NORTH OF A FIRE HYDRANT.
 EW6974'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 EW6974
 EW6974                          STATION RECOVERY (2007)
 EW6974
 EW6974'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EW6974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1055 ***********************************************************************
 DB1055  DESIGNATION -  10 120 DTENAL
 DB1055  PID         -  DB1055
 DB1055  STATE/COUNTY-  CA/IMPERIAL
 DB1055  USGS QUAD   -  CALEXICO (1957)
 DB1055
 DB1055                         *CURRENT SURVEY CONTROL
 DB1055  ___________________________________________________________________
 DB1055* NAD 83(1986)-  32 39 56.     (N)    115 28 58.     (W)     SCALED    
 DB1055* NAVD 88     -         1.937  (meters)       6.36   (feet)  READJUSTED
 DB1055  ___________________________________________________________________
 DB1055  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1055  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 DB1055  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DB1055
 DB1055  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1055
 DB1055.The horizontal coordinates were scaled from a topographic map and have
 DB1055.an estimated accuracy of +/- 6 seconds.
 DB1055
 DB1055.The orthometric height was determined by differential leveling
 DB1055.and adjusted in January 1995.
 DB1055.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1055.distribution rate of 1.1 thru 2.0 mm/km.
 DB1055.The height was derived from older observations constrained to new
 DB1055.heights in a crustal motion area.  The height is approximate in
 DB1055.relation to other heights in its vicinity.
 DB1055
 DB1055.The geoid height was determined by GEOID03.
 DB1055
 DB1055.The dynamic height is computed by dividing the NAVD 88
 DB1055.geopotential number by the normal gravity value computed on the
 DB1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1055.degrees latitude (g = 980.6199 gals.).
 DB1055
 DB1055.The modeled gravity was interpolated from observed gravity values.
 DB1055
 DB1055;                    North         East    Units  Estimated Accuracy
 DB1055;SPC CA 6     -   555,590.    2,071,970.      MT  (+/- 180 meters Scaled)
 DB1055
 DB1055                          SUPERSEDED SURVEY CONTROL
 DB1055
 DB1055.No superseded survey control is available for this station.
 DB1055
 DB1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS422152(NAD 83)
 DB1055_MARKER: Z = SEE DESCRIPTION
 DB1055_SETTING: 0 = UNSPECIFIED SETTING
 DB1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1055
 DB1055  HISTORY     - Date     Condition        Report By
 DB1055  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1055
 DB1055                          STATION DESCRIPTION
 DB1055
 DB1055'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1055'IN MEXICALI.
 DB1055'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1051 ***********************************************************************
 DB1051  DESIGNATION -  10 121 DTENAL
 DB1051  PID         -  DB1051
 DB1051  STATE/COUNTY-  CA/IMPERIAL
 DB1051  USGS QUAD   -  CALEXICO (1957)
 DB1051
 DB1051                         *CURRENT SURVEY CONTROL
 DB1051  ___________________________________________________________________
 DB1051* NAD 83(1986)-  32 39 53.     (N)    115 29 36.     (W)     SCALED    
 DB1051* NAVD 88     -         1.584  (meters)       5.20   (feet)  READJUSTED
 DB1051  ___________________________________________________________________
 DB1051  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1051  DYNAMIC HT  -           1.580 (meters)       5.18  (feet)  COMP
 DB1051  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 DB1051
 DB1051  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1051
 DB1051.The horizontal coordinates were scaled from a topographic map and have
 DB1051.an estimated accuracy of +/- 6 seconds.
 DB1051
 DB1051.The orthometric height was determined by differential leveling
 DB1051.and adjusted in January 1995.
 DB1051.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1051.distribution rate of 1.1 thru 2.0 mm/km.
 DB1051.The height was derived from older observations constrained to new
 DB1051.heights in a crustal motion area.  The height is approximate in
 DB1051.relation to other heights in its vicinity.
 DB1051
 DB1051.The geoid height was determined by GEOID03.
 DB1051
 DB1051.The dynamic height is computed by dividing the NAVD 88
 DB1051.geopotential number by the normal gravity value computed on the
 DB1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1051.degrees latitude (g = 980.6199 gals.).
 DB1051
 DB1051.The modeled gravity was interpolated from observed gravity values.
 DB1051
 DB1051;                    North         East    Units  Estimated Accuracy
 DB1051;SPC CA 6     -   555,490.    2,070,980.      MT  (+/- 180 meters Scaled)
 DB1051
 DB1051                          SUPERSEDED SURVEY CONTROL
 DB1051
 DB1051.No superseded survey control is available for this station.
 DB1051
 DB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS412151(NAD 83)
 DB1051_MARKER: Z = SEE DESCRIPTION
 DB1051_SETTING: 0 = UNSPECIFIED SETTING
 DB1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1051
 DB1051  HISTORY     - Date     Condition        Report By
 DB1051  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1051
 DB1051                          STATION DESCRIPTION
 DB1051
 DB1051'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1051'IN MEXICALI.
 DB1051'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1052 ***********************************************************************
 DB1052  DESIGNATION -  10 122 DTENAL
 DB1052  PID         -  DB1052
 DB1052  STATE/COUNTY-  CA/IMPERIAL
 DB1052  USGS QUAD   -  CALEXICO (1957)
 DB1052
 DB1052                         *CURRENT SURVEY CONTROL
 DB1052  ___________________________________________________________________
 DB1052* NAD 83(1986)-  32 39 49.     (N)    115 29 47.     (W)     SCALED    
 DB1052* NAVD 88     -         1.706  (meters)       5.60   (feet)  READJUSTED
 DB1052  ___________________________________________________________________
 DB1052  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1052  DYNAMIC HT  -           1.700 (meters)       5.58  (feet)  COMP
 DB1052  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 DB1052
 DB1052  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1052
 DB1052.The horizontal coordinates were scaled from a topographic map and have
 DB1052.an estimated accuracy of +/- 6 seconds.
 DB1052
 DB1052.The orthometric height was determined by differential leveling
 DB1052.and adjusted in January 1995.
 DB1052.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1052.distribution rate of 0.0 thru 1.0 mm/km.
 DB1052.The height was derived from older observations constrained to new
 DB1052.heights in a crustal motion area.  The height is approximate in
 DB1052.relation to other heights in its vicinity.
 DB1052
 DB1052.The geoid height was determined by GEOID03.
 DB1052
 DB1052.The dynamic height is computed by dividing the NAVD 88
 DB1052.geopotential number by the normal gravity value computed on the
 DB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1052.degrees latitude (g = 980.6199 gals.).
 DB1052
 DB1052.The modeled gravity was interpolated from observed gravity values.
 DB1052
 DB1052;                    North         East    Units  Estimated Accuracy
 DB1052;SPC CA 6     -   555,370.    2,070,690.      MT  (+/- 180 meters Scaled)
 DB1052
 DB1052                          SUPERSEDED SURVEY CONTROL
 DB1052
 DB1052.No superseded survey control is available for this station.
 DB1052
 DB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS409149(NAD 83)
 DB1052_MARKER: Z = SEE DESCRIPTION
 DB1052_SETTING: 0 = UNSPECIFIED SETTING
 DB1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1052
 DB1052  HISTORY     - Date     Condition        Report By
 DB1052  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1052
 DB1052                          STATION DESCRIPTION
 DB1052
 DB1052'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1052'IN MEXICALI.
 DB1052'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1071 ***********************************************************************
 DB1071  DESIGNATION -  10 134 DTENAL
 DB1071  PID         -  DB1071
 DB1071  STATE/COUNTY-  CA/IMPERIAL
 DB1071  USGS QUAD   -  BONDS CORNER (1976)
 DB1071
 DB1071                         *CURRENT SURVEY CONTROL
 DB1071  ___________________________________________________________________
 DB1071* NAD 83(1986)-  32 40 27.     (N)    115 22 07.     (W)     SCALED    
 DB1071* NAVD 88     -        10.685  (meters)      35.06   (feet)  READJUSTED
 DB1071  ___________________________________________________________________
 DB1071  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1071  DYNAMIC HT  -          10.670 (meters)      35.01  (feet)  COMP
 DB1071  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 DB1071
 DB1071  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1071
 DB1071.The horizontal coordinates were scaled from a topographic map and have
 DB1071.an estimated accuracy of +/- 6 seconds.
 DB1071
 DB1071.The orthometric height was determined by differential leveling
 DB1071.and adjusted in January 1995.
 DB1071.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1071.distribution rate of 1.1 thru 2.0 mm/km.
 DB1071.The height was derived from older observations constrained to new
 DB1071.heights in a crustal motion area.  The height is approximate in
 DB1071.relation to other heights in its vicinity.
 DB1071
 DB1071.The geoid height was determined by GEOID03.
 DB1071
 DB1071.The dynamic height is computed by dividing the NAVD 88
 DB1071.geopotential number by the normal gravity value computed on the
 DB1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1071.degrees latitude (g = 980.6199 gals.).
 DB1071
 DB1071.The modeled gravity was interpolated from observed gravity values.
 DB1071
 DB1071;                    North         East    Units  Estimated Accuracy
 DB1071;SPC CA 6     -   556,630.    2,082,670.      MT  (+/- 180 meters Scaled)
 DB1071
 DB1071                          SUPERSEDED SURVEY CONTROL
 DB1071
 DB1071.No superseded survey control is available for this station.
 DB1071
 DB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS529163(NAD 83)
 DB1071_MARKER: Z = SEE DESCRIPTION
 DB1071_SETTING: 0 = UNSPECIFIED SETTING
 DB1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1071
 DB1071  HISTORY     - Date     Condition        Report By
 DB1071  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1071
 DB1071                          STATION DESCRIPTION
 DB1071
 DB1071'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1071'4.8 MI EAST FROM MEXICALI.
 DB1071'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1072 ***********************************************************************
 DB1072  DESIGNATION -  10 135 DTENAL
 DB1072  PID         -  DB1072
 DB1072  STATE/COUNTY-  CA/IMPERIAL
 DB1072  USGS QUAD   -  BONDS CORNER (1976)
 DB1072
 DB1072                         *CURRENT SURVEY CONTROL
 DB1072  ___________________________________________________________________
 DB1072* NAD 83(1986)-  32 40 30.     (N)    115 21 30.     (W)     SCALED    
 DB1072* NAVD 88     -        11.260  (meters)      36.94   (feet)  READJUSTED
 DB1072  ___________________________________________________________________
 DB1072  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1072  DYNAMIC HT  -          11.250 (meters)      36.91  (feet)  COMP
 DB1072  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 DB1072
 DB1072  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1072
 DB1072.The horizontal coordinates were scaled from a topographic map and have
 DB1072.an estimated accuracy of +/- 6 seconds.
 DB1072
 DB1072.The orthometric height was determined by differential leveling
 DB1072.and adjusted in January 1995.
 DB1072.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1072.distribution rate of 1.1 thru 2.0 mm/km.
 DB1072.The height was derived from older observations constrained to new
 DB1072.heights in a crustal motion area.  The height is approximate in
 DB1072.relation to other heights in its vicinity.
 DB1072
 DB1072.The geoid height was determined by GEOID03.
 DB1072
 DB1072.The dynamic height is computed by dividing the NAVD 88
 DB1072.geopotential number by the normal gravity value computed on the
 DB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1072.degrees latitude (g = 980.6199 gals.).
 DB1072
 DB1072.The modeled gravity was interpolated from observed gravity values.
 DB1072
 DB1072;                    North         East    Units  Estimated Accuracy
 DB1072;SPC CA 6     -   556,730.    2,083,630.      MT  (+/- 180 meters Scaled)
 DB1072
 DB1072                          SUPERSEDED SURVEY CONTROL
 DB1072
 DB1072.No superseded survey control is available for this station.
 DB1072
 DB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS539164(NAD 83)
 DB1072_MARKER: Z = SEE DESCRIPTION
 DB1072_SETTING: 0 = UNSPECIFIED SETTING
 DB1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1072
 DB1072  HISTORY     - Date     Condition        Report By
 DB1072  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1072
 DB1072                          STATION DESCRIPTION
 DB1072
 DB1072'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1072'5.8 KM EAST FROM MEXICALI.
 DB1072'CONTACT DETENAL DE MEXICO FOR FULL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1073 ***********************************************************************
 DB1073  DESIGNATION -  10 136
 DB1073  PID         -  DB1073
 DB1073  STATE/COUNTY-  CA/IMPERIAL
 DB1073  USGS QUAD   -  BONDS CORNER (1976)
 DB1073
 DB1073                         *CURRENT SURVEY CONTROL
 DB1073  ___________________________________________________________________
 DB1073* NAD 83(1986)-  32 40 32.     (N)    115 20 43.     (W)     SCALED    
 DB1073* NAVD 88     -        14.510  (meters)      47.60   (feet)  ADJUSTED  
 DB1073  ___________________________________________________________________
 DB1073  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DB1073  DYNAMIC HT  -          14.493 (meters)      47.55  (feet)  COMP
 DB1073  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 DB1073
 DB1073  VERT ORDER  -  FIRST     CLASS II
 DB1073
 DB1073.The horizontal coordinates were scaled from a topographic map and have
 DB1073.an estimated accuracy of +/- 6 seconds.
 DB1073
 DB1073.The orthometric height was determined by differential leveling
 DB1073.and adjusted in March 1994.
 DB1073
 DB1073.The geoid height was determined by GEOID03.
 DB1073
 DB1073.The dynamic height is computed by dividing the NAVD 88
 DB1073.geopotential number by the normal gravity value computed on the
 DB1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1073.degrees latitude (g = 980.6199 gals.).
 DB1073
 DB1073.The modeled gravity was interpolated from observed gravity values.
 DB1073
 DB1073;                    North         East    Units  Estimated Accuracy
 DB1073;SPC CA 6     -   556,810.    2,084,860.      MT  (+/- 180 meters Scaled)
 DB1073
 DB1073                          SUPERSEDED SURVEY CONTROL
 DB1073
 DB1073  NGVD 29 (??/??/??)   13.802  (m)           45.28   (f) ADJUSTED    1 2
 DB1073
 DB1073.Superseded values are not recommended for survey control.
 DB1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1073.See file dsdata.txt to determine how the superseded data were derived.
 DB1073
 DB1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS551165(NAD 83)
 DB1073_MARKER: DD = SURVEY DISK
 DB1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1073_SP_SET: CONCRETE POST
 DB1073_STAMPING: 10 136 DTENAL 1977
 DB1073_MARK LOGO: DTENAL
 DB1073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1073+STABILITY: SURFACE MOTION
 DB1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1073+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1991
 DB1073
 DB1073  HISTORY     - Date     Condition        Report By
 DB1073  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1073  HISTORY     - 1981     GOOD             NGS
 DB1073  HISTORY     - 1985     GOOD             CA-025
 DB1073  HISTORY     - 19881011 GOOD             CA-025
 DB1073  HISTORY     - 19911025 GOOD             CA-025
 DB1073
 DB1073                          STATION DESCRIPTION
 DB1073
 DB1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DB1073'RECOVERED AS PREVIOUSLY DESCRIBED, NOTE-ADD-18.6 M (61 FT)
 DB1073'SOUTHWEST OF BENCH MARK C0 M 7. CONTACT DETENAL DE MEXICO FOR
 DB1073'FULL DESCRIPTION.
 DB1073
 DB1073                          STATION RECOVERY (1985)
 DB1073
 DB1073'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB1073'RECOVERED IN GOOD CONDITION.
 DB1073
 DB1073                          STATION RECOVERY (1988)
 DB1073
 DB1073'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB1073'RECOVERED IN GOOD CONDITION.
 DB1073
 DB1073                          STATION RECOVERY (1991)
 DB1073
 DB1073'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB1073'ABOUT 8.8 MI (14.2 KM) EAST ALONG STATE HIGHWAY 98 FROM STATE HIGHWAY
 DB1073'111 IN CALEXICO, THEN 0.4 MI (0.6 KM) SOUTH ON A DIRT COUNTY
 DB1073'(VENCILL) ROAD, THEN 1.0 MI (1.6 KM) SOUTHEAST ON THE EAST BANK OF
 DB1073'HEMLOCK CANAL, 18.6 M (61.0 FT) SOUTHWEST OF BENCH MARK--BUR OF
 DB1073'RECL--WHICH IS IN THE CENTERLINE OF EAST WHEEL GUARD OF CONCRETE
 DB1073'ALLISON CHECK IN ALL AMERICAN CANAL.  SECTION 17, T17S, R16S.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1074 ***********************************************************************
 DB1074  DESIGNATION -  10 137 DTENAL
 DB1074  PID         -  DB1074
 DB1074  STATE/COUNTY-  CA/IMPERIAL
 DB1074  USGS QUAD   -  BONDS CORNER (1976)
 DB1074
 DB1074                         *CURRENT SURVEY CONTROL
 DB1074  ___________________________________________________________________
 DB1074* NAD 83(1986)-  32 40 56.     (N)    115 20 32.     (W)     SCALED    
 DB1074* NAVD 88     -        12.324  (meters)      40.43   (feet)  READJUSTED
 DB1074  ___________________________________________________________________
 DB1074  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DB1074  DYNAMIC HT  -          12.310 (meters)      40.39  (feet)  COMP
 DB1074  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 DB1074
 DB1074  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1074
 DB1074.The horizontal coordinates were scaled from a topographic map and have
 DB1074.an estimated accuracy of +/- 6 seconds.
 DB1074
 DB1074.The orthometric height was determined by differential leveling
 DB1074.and adjusted in January 1995.
 DB1074.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1074.distribution rate of 0.0 thru 1.0 mm/km.
 DB1074.The height was derived from older observations constrained to new
 DB1074.heights in a crustal motion area.  The height is approximate in
 DB1074.relation to other heights in its vicinity.
 DB1074
 DB1074.The geoid height was determined by GEOID03.
 DB1074
 DB1074.The dynamic height is computed by dividing the NAVD 88
 DB1074.geopotential number by the normal gravity value computed on the
 DB1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1074.degrees latitude (g = 980.6199 gals.).
 DB1074
 DB1074.The modeled gravity was interpolated from observed gravity values.
 DB1074
 DB1074;                    North         East    Units  Estimated Accuracy
 DB1074;SPC CA 6     -   557,550.    2,085,140.      MT  (+/- 180 meters Scaled)
 DB1074
 DB1074                          SUPERSEDED SURVEY CONTROL
 DB1074
 DB1074.No superseded survey control is available for this station.
 DB1074
 DB1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS554172(NAD 83)
 DB1074_MARKER: Z = SEE DESCRIPTION
 DB1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1074_SP_SET: HEAD GATE
 DB1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1074
 DB1074  HISTORY     - Date     Condition        Report By
 DB1074  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1074
 DB1074                          STATION DESCRIPTION
 DB1074
 DB1074'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1074'16.8 KM SOUTH FROM HOLTVILLE.
 DB1074'15.42 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1074'HIGHWAY 80 AT HOLTVILLE, THENCE 1.36 KM SOUTH ALONG WHITCOMB CANAL
 DB1074'ROAD, 63.20 METERS EAST OF THE CENTER LINE OF THE ROAD, SET IN THE
 DB1074'SOUTHEAST CORNER OF A CONCRETE HEAD GATE FOR A CANAL AND 1.0 METER
 DB1074'HIGHER THAN THE ROAD.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1075 ***********************************************************************
 DB1075  DESIGNATION -  10 138 DTENAL
 DB1075  PID         -  DB1075
 DB1075  STATE/COUNTY-  CA/IMPERIAL
 DB1075  USGS QUAD   -  BONDS CORNER (1976)
 DB1075
 DB1075                         *CURRENT SURVEY CONTROL
 DB1075  ___________________________________________________________________
 DB1075* NAD 83(1986)-  32 41 25.     (N)    115 20 31.     (W)     SCALED    
 DB1075* NAVD 88     -        10.840  (meters)      35.56   (feet)  READJUSTED
 DB1075  ___________________________________________________________________
 DB1075  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1075  DYNAMIC HT  -          10.830 (meters)      35.53  (feet)  COMP
 DB1075  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 DB1075
 DB1075  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1075
 DB1075.The horizontal coordinates were scaled from a topographic map and have
 DB1075.an estimated accuracy of +/- 6 seconds.
 DB1075
 DB1075.The orthometric height was determined by differential leveling
 DB1075.and adjusted in January 1995.
 DB1075.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1075.distribution rate of 0.0 thru 1.0 mm/km.
 DB1075.The height was derived from older observations constrained to new
 DB1075.heights in a crustal motion area.  The height is approximate in
 DB1075.relation to other heights in its vicinity.
 DB1075
 DB1075.The geoid height was determined by GEOID03.
 DB1075
 DB1075.The dynamic height is computed by dividing the NAVD 88
 DB1075.geopotential number by the normal gravity value computed on the
 DB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1075.degrees latitude (g = 980.6199 gals.).
 DB1075
 DB1075.The modeled gravity was interpolated from observed gravity values.
 DB1075
 DB1075;                    North         East    Units  Estimated Accuracy
 DB1075;SPC CA 6     -   558,440.    2,085,160.      MT  (+/- 180 meters Scaled)
 DB1075
 DB1075                          SUPERSEDED SURVEY CONTROL
 DB1075
 DB1075.No superseded survey control is available for this station.
 DB1075
 DB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS554181(NAD 83)
 DB1075_MARKER: Z = SEE DESCRIPTION
 DB1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1075_SP_SET: HEADWALL
 DB1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1075
 DB1075  HISTORY     - Date     Condition        Report By
 DB1075  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1075
 DB1075                          STATION DESCRIPTION
 DB1075
 DB1075'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1075'15.9 KM SOUTH FROM HOLTVILLE.
 DB1075'15.42 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1075'HIGHWAY 80 AT HOLTVILLE THENCE 0.44 KM SOUTH ALONG WHITCOMB CANAL
 DB1075'ROAD, 4.7 METERS EAST OF THE CENTER LINE OF THE ROAD, 23.4 METERS
 DB1075'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 3.2 METERS NORTHEAST
 DB1075'OF POWER POLE 535750, SET 0.5 METER NORTH OF THE SOUTH END OF A
 DB1075'CANAL, AND 0.5 METER HIGHER THAN THE ROAD.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1076 ***********************************************************************
 DB1076  DESIGNATION -  10 139 DTENAL
 DB1076  PID         -  DB1076
 DB1076  STATE/COUNTY-  CA/IMPERIAL
 DB1076  USGS QUAD   -  BONDS CORNER (1976)
 DB1076
 DB1076                         *CURRENT SURVEY CONTROL
 DB1076  ___________________________________________________________________
 DB1076* NAD 83(1986)-  32 41 35.     (N)    115 20 31.     (W)     SCALED    
 DB1076* NAVD 88     -         9.763  (meters)      32.03   (feet)  READJUSTED
 DB1076  ___________________________________________________________________
 DB1076  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1076  DYNAMIC HT  -           9.750 (meters)      31.99  (feet)  COMP
 DB1076  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 DB1076
 DB1076  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1076
 DB1076.The horizontal coordinates were scaled from a topographic map and have
 DB1076.an estimated accuracy of +/- 6 seconds.
 DB1076
 DB1076.The orthometric height was determined by differential leveling
 DB1076.and adjusted in January 1995.
 DB1076.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1076.distribution rate of 0.0 thru 1.0 mm/km.
 DB1076.The height was derived from older observations constrained to new
 DB1076.heights in a crustal motion area.  The height is approximate in
 DB1076.relation to other heights in its vicinity.
 DB1076
 DB1076.The geoid height was determined by GEOID03.
 DB1076
 DB1076.The dynamic height is computed by dividing the NAVD 88
 DB1076.geopotential number by the normal gravity value computed on the
 DB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1076.degrees latitude (g = 980.6199 gals.).
 DB1076
 DB1076.The modeled gravity was interpolated from observed gravity values.
 DB1076
 DB1076;                    North         East    Units  Estimated Accuracy
 DB1076;SPC CA 6     -   558,750.    2,085,150.      MT  (+/- 180 meters Scaled)
 DB1076
 DB1076                          SUPERSEDED SURVEY CONTROL
 DB1076
 DB1076.No superseded survey control is available for this station.
 DB1076
 DB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS554184(NAD 83)
 DB1076_MARKER: Z = SEE DESCRIPTION
 DB1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1076_SP_SET: CONCRETE BASE
 DB1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1076
 DB1076  HISTORY     - Date     Condition        Report By
 DB1076  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1076
 DB1076                          STATION DESCRIPTION
 DB1076
 DB1076'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1076'15.4 KM SOUTH FROM HOLTVILLE.
 DB1076'15.42 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1076'HIGHWAY 80 AT HOLTVILLE, AT THE JUNCTION OF STATE HIGHWAY 98, AT BONDS
 DB1076'CORNER, A SCREW IN THE SOUTHEAST CORNER OF THE CONCRETE BASE
 DB1076'SUPPORTING A SIGN GASOLINUA RIO GRANDE, THE STATION IS NOW ABONDONED,
 DB1076'AND ABOUT LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1077 ***********************************************************************
 DB1077  DESIGNATION -  10 140 DTENAL
 DB1077  PID         -  DB1077
 DB1077  STATE/COUNTY-  CA/IMPERIAL
 DB1077  USGS QUAD   -  BONDS CORNER (1976)
 DB1077
 DB1077                         *CURRENT SURVEY CONTROL
 DB1077  ___________________________________________________________________
 DB1077* NAD 83(1986)-  32 42 05.     (N)    115 20 29.     (W)     SCALED    
 DB1077* NAVD 88     -         8.221  (meters)      26.97   (feet)  READJUSTED
 DB1077  ___________________________________________________________________
 DB1077  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1077  DYNAMIC HT  -           8.210 (meters)      26.94  (feet)  COMP
 DB1077  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 DB1077
 DB1077  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1077
 DB1077.The horizontal coordinates were scaled from a topographic map and have
 DB1077.an estimated accuracy of +/- 6 seconds.
 DB1077
 DB1077.The orthometric height was determined by differential leveling
 DB1077.and adjusted in January 1995.
 DB1077.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1077.distribution rate of 0.0 thru 1.0 mm/km.
 DB1077.The height was derived from older observations constrained to new
 DB1077.heights in a crustal motion area.  The height is approximate in
 DB1077.relation to other heights in its vicinity.
 DB1077
 DB1077.The geoid height was determined by GEOID03.
 DB1077
 DB1077.The dynamic height is computed by dividing the NAVD 88
 DB1077.geopotential number by the normal gravity value computed on the
 DB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1077.degrees latitude (g = 980.6199 gals.).
 DB1077
 DB1077.The modeled gravity was interpolated from observed gravity values.
 DB1077
 DB1077;                    North         East    Units  Estimated Accuracy
 DB1077;SPC CA 6     -   559,670.    2,085,200.      MT  (+/- 180 meters Scaled)
 DB1077
 DB1077                          SUPERSEDED SURVEY CONTROL
 DB1077
 DB1077.No superseded survey control is available for this station.
 DB1077
 DB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS554194(NAD 83)
 DB1077_MARKER: Z = SEE DESCRIPTION
 DB1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1077_SP_SET: RETAINING WALL
 DB1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1077
 DB1077  HISTORY     - Date     Condition        Report By
 DB1077  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1077
 DB1077                          STATION DESCRIPTION
 DB1077
 DB1077'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1077'14.6 KM SOUTH FROM HOLTVILLE.
 DB1077'14.60 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1077'HIGHWAY 80 AT HOLTVILLE, SET 0.25 METER NORTHEAST OF THE SOUTHWEST
 DB1077'END OF THE NORTHWEST RETAINING WALL OF A DRAINAGE CANAL, 13.10 METERS
 DB1077'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.05 METERS LOWER
 DB1077'THEN THE LEVEL OF THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1078 ***********************************************************************
 DB1078  DESIGNATION -  10 141 DTENAL
 DB1078  PID         -  DB1078
 DB1078  STATE/COUNTY-  CA/IMPERIAL
 DB1078  USGS QUAD   -  BONDS CORNER (1976)
 DB1078
 DB1078                         *CURRENT SURVEY CONTROL
 DB1078  ___________________________________________________________________
 DB1078* NAD 83(1986)-  32 42 32.     (N)    115 20 30.     (W)     SCALED    
 DB1078* NAVD 88     -         8.195  (meters)      26.89   (feet)  READJUSTED
 DB1078  ___________________________________________________________________
 DB1078  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1078  DYNAMIC HT  -           8.190 (meters)      26.87  (feet)  COMP
 DB1078  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 DB1078
 DB1078  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1078
 DB1078.The horizontal coordinates were scaled from a topographic map and have
 DB1078.an estimated accuracy of +/- 6 seconds.
 DB1078
 DB1078.The orthometric height was determined by differential leveling
 DB1078.and adjusted in January 1995.
 DB1078.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1078.distribution rate of 0.0 thru 1.0 mm/km.
 DB1078.The height was derived from older observations constrained to new
 DB1078.heights in a crustal motion area.  The height is approximate in
 DB1078.relation to other heights in its vicinity.
 DB1078
 DB1078.The geoid height was determined by GEOID03.
 DB1078
 DB1078.The dynamic height is computed by dividing the NAVD 88
 DB1078.geopotential number by the normal gravity value computed on the
 DB1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1078.degrees latitude (g = 980.6199 gals.).
 DB1078
 DB1078.The modeled gravity was interpolated from observed gravity values.
 DB1078
 DB1078;                    North         East    Units  Estimated Accuracy
 DB1078;SPC CA 6     -   560,510.    2,085,160.      MT  (+/- 180 meters Scaled)
 DB1078
 DB1078                          SUPERSEDED SURVEY CONTROL
 DB1078
 DB1078.No superseded survey control is available for this station.
 DB1078
 DB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS554202(NAD 83)
 DB1078_MARKER: Z = SEE DESCRIPTION
 DB1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1078_SP_SET: RETAINING WALL
 DB1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1078
 DB1078  HISTORY     - Date     Condition        Report By
 DB1078  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1078
 DB1078                          STATION DESCRIPTION
 DB1078
 DB1078'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1078'13.8 KM SOUTH FROM HOLTVILLE.
 DB1078'13.81 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1078'HIGHWAY 80 AT HOLTVILLE, SET 0.17 METER SOUTHEAST OF THE NORTHWEST
 DB1078'END OF THE SOUTH RETAINING WALL OF A DRAINAGE CANAL 17.5 METERS EAST
 DB1078'OF THE CENTERLINE OF THE HIGHWAY AND 0.75 METER BELOW THE LEVEL OF
 DB1078'THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1079 ***********************************************************************
 DB1079  DESIGNATION -  10 142 DTENAL
 DB1079  PID         -  DB1079
 DB1079  STATE/COUNTY-  CA/IMPERIAL
 DB1079  USGS QUAD   -  BONDS CORNER (1976)
 DB1079
 DB1079                         *CURRENT SURVEY CONTROL
 DB1079  ___________________________________________________________________
 DB1079* NAD 83(1986)-  32 43 00.     (N)    115 20 30.     (W)     SCALED    
 DB1079* NAVD 88     -         8.620  (meters)      28.28   (feet)  READJUSTED
 DB1079  ___________________________________________________________________
 DB1079  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1079  DYNAMIC HT  -           8.610 (meters)      28.25  (feet)  COMP
 DB1079  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 DB1079
 DB1079  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1079
 DB1079.The horizontal coordinates were scaled from a topographic map and have
 DB1079.an estimated accuracy of +/- 6 seconds.
 DB1079
 DB1079.The orthometric height was determined by differential leveling
 DB1079.and adjusted in January 1995.
 DB1079.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1079.distribution rate of 0.0 thru 1.0 mm/km.
 DB1079.The height was derived from older observations constrained to new
 DB1079.heights in a crustal motion area.  The height is approximate in
 DB1079.relation to other heights in its vicinity.
 DB1079
 DB1079.The geoid height was determined by GEOID03.
 DB1079
 DB1079.The dynamic height is computed by dividing the NAVD 88
 DB1079.geopotential number by the normal gravity value computed on the
 DB1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1079.degrees latitude (g = 980.6199 gals.).
 DB1079
 DB1079.The modeled gravity was interpolated from observed gravity values.
 DB1079
 DB1079;                    North         East    Units  Estimated Accuracy
 DB1079;SPC CA 6     -   561,370.    2,085,160.      MT  (+/- 180 meters Scaled)
 DB1079
 DB1079                          SUPERSEDED SURVEY CONTROL
 DB1079
 DB1079.No superseded survey control is available for this station.
 DB1079
 DB1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS554210(NAD 83)
 DB1079_MARKER: Z = SEE DESCRIPTION
 DB1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB1079_SP_SET: CONCRETE POST
 DB1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1079+STABILITY: SURFACE MOTION
 DB1079
 DB1079  HISTORY     - Date     Condition        Report By
 DB1079  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1079
 DB1079                          STATION DESCRIPTION
 DB1079
 DB1079'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1079'13.0 KM SOUTH FROM HOLTVILLE.
 DB1079'13.00 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1079'HIGHWAY 80 AT HOLTVILLE, 10.30 METERS EAST OF THE CENTER LINE OF THE
 DB1079'HIGHWAY, 8.10 METERS NORTHWEST OF A TREE, 1.55 METERS NORTH OF POWER
 DB1079'LINE POLE 384631 H, 0.05 METERS BELOW THE LEVEL OF THE HIGHWAY AND
 DB1079'SET IN THE TOP OF A 0.5 METER CONCRETE POST PROJECTING 0.25 METER
 DB1079'ABOVE THE GROUND.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1080 ***********************************************************************
 DB1080  DESIGNATION -  10 143 DTENAL
 DB1080  PID         -  DB1080
 DB1080  STATE/COUNTY-  CA/IMPERIAL
 DB1080  USGS QUAD   -  BONDS CORNER (1976)
 DB1080
 DB1080                         *CURRENT SURVEY CONTROL
 DB1080  ___________________________________________________________________
 DB1080* NAD 83(1986)-  32 43 32.     (N)    115 20 35.     (W)     SCALED    
 DB1080* NAVD 88     -         7.972  (meters)      26.15   (feet)  READJUSTED
 DB1080  ___________________________________________________________________
 DB1080  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DB1080  DYNAMIC HT  -           7.960 (meters)      26.12  (feet)  COMP
 DB1080  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 DB1080
 DB1080  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1080
 DB1080.The horizontal coordinates were scaled from a topographic map and have
 DB1080.an estimated accuracy of +/- 6 seconds.
 DB1080
 DB1080.The orthometric height was determined by differential leveling
 DB1080.and adjusted in January 1995.
 DB1080.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1080.distribution rate of 0.0 thru 1.0 mm/km.
 DB1080.The height was derived from older observations constrained to new
 DB1080.heights in a crustal motion area.  The height is approximate in
 DB1080.relation to other heights in its vicinity.
 DB1080
 DB1080.The geoid height was determined by GEOID03.
 DB1080
 DB1080.The dynamic height is computed by dividing the NAVD 88
 DB1080.geopotential number by the normal gravity value computed on the
 DB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1080.degrees latitude (g = 980.6199 gals.).
 DB1080
 DB1080.The modeled gravity was interpolated from observed gravity values.
 DB1080
 DB1080;                    North         East    Units  Estimated Accuracy
 DB1080;SPC CA 6     -   562,350.    2,085,020.      MT  (+/- 180 meters Scaled)
 DB1080
 DB1080                          SUPERSEDED SURVEY CONTROL
 DB1080
 DB1080.No superseded survey control is available for this station.
 DB1080
 DB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS552220(NAD 83)
 DB1080_MARKER: Z = SEE DESCRIPTION
 DB1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1080_SP_SET: CONCRETE BASE
 DB1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1080
 DB1080  HISTORY     - Date     Condition        Report By
 DB1080  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1080
 DB1080                          STATION DESCRIPTION
 DB1080
 DB1080'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1080'12.2 KM SOUTH FROM HOLTVILLE.
 DB1080'12.15 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1080'HIGHWAY 80 AT HOLTVILLE, AT LTHE SOUTHEAST CORNER OF A ELECTRIC
 DB1080'SUBSTATION, 42.70 METERS WEST OF THE CENTERLINE OF THE HIGHWAY,
 DB1080'SET IN THE SOUTH CORNER OF THE CONCRETE BASE SUPPORTING A METAL
 DB1080'POST FOR A WIRE WOOVEN FENCE AROUND THE SUBSTATION, AND ABOUT LEVEL
 DB1080'WITH THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1081 ***********************************************************************
 DB1081  DESIGNATION -  10 144 DTENAL
 DB1081  PID         -  DB1081
 DB1081  STATE/COUNTY-  CA/IMPERIAL
 DB1081  USGS QUAD   -  BONDS CORNER (1976)
 DB1081
 DB1081                         *CURRENT SURVEY CONTROL
 DB1081  ___________________________________________________________________
 DB1081* NAD 83(1986)-  32 44 02.     (N)    115 20 13.     (W)     SCALED    
 DB1081* NAVD 88     -         7.871  (meters)      25.82   (feet)  READJUSTED
 DB1081  ___________________________________________________________________
 DB1081  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DB1081  DYNAMIC HT  -           7.860 (meters)      25.79  (feet)  COMP
 DB1081  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1081
 DB1081  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1081
 DB1081.The horizontal coordinates were scaled from a topographic map and have
 DB1081.an estimated accuracy of +/- 6 seconds.
 DB1081
 DB1081.The orthometric height was determined by differential leveling
 DB1081.and adjusted in January 1995.
 DB1081.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1081.distribution rate of 0.0 thru 1.0 mm/km.
 DB1081.The height was derived from older observations constrained to new
 DB1081.heights in a crustal motion area.  The height is approximate in
 DB1081.relation to other heights in its vicinity.
 DB1081
 DB1081.The geoid height was determined by GEOID03.
 DB1081
 DB1081.The dynamic height is computed by dividing the NAVD 88
 DB1081.geopotential number by the normal gravity value computed on the
 DB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1081.degrees latitude (g = 980.6199 gals.).
 DB1081
 DB1081.The modeled gravity was interpolated from observed gravity values.
 DB1081
 DB1081;                    North         East    Units  Estimated Accuracy
 DB1081;SPC CA 6     -   563,280.    2,085,580.      MT  (+/- 180 meters Scaled)
 DB1081
 DB1081                          SUPERSEDED SURVEY CONTROL
 DB1081
 DB1081.No superseded survey control is available for this station.
 DB1081
 DB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS558230(NAD 83)
 DB1081_MARKER: Z = SEE DESCRIPTION
 DB1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1081_SP_SET: HEADWALL
 DB1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1081
 DB1081  HISTORY     - Date     Condition        Report By
 DB1081  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1081
 DB1081                          STATION DESCRIPTION
 DB1081
 DB1081'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1081'11.3 KM SOUTH FROM HOLTVILLE.
 DB1081'11.32 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1081'HIGHWAY 80 AT HOLTVILLE, 7.8 METERS EAST OF THE CENTERLINE OF THE
 DB1081'HIGHWAY, SET IN THE SOUTHEAST CORNER OF THE EAST HEADWALL FOR A
 DB1081'DRAINAGE CANAL AND 0.10 METER BELOW THE LEVEL OF THE HIGHWAY.
 DB1081'MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1082 ***********************************************************************
 DB1082  DESIGNATION -  10 145 DTENAL
 DB1082  PID         -  DB1082
 DB1082  STATE/COUNTY-  CA/IMPERIAL
 DB1082  USGS QUAD   -  BONDS CORNER (1976)
 DB1082
 DB1082                         *CURRENT SURVEY CONTROL
 DB1082  ___________________________________________________________________
 DB1082* NAD 83(1986)-  32 44 28.     (N)    115 20 13.     (W)     SCALED    
 DB1082* NAVD 88     -         7.138  (meters)      23.42   (feet)  READJUSTED
 DB1082  ___________________________________________________________________
 DB1082  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DB1082  DYNAMIC HT  -           7.130 (meters)      23.39  (feet)  COMP
 DB1082  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DB1082
 DB1082  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1082
 DB1082.The horizontal coordinates were scaled from a topographic map and have
 DB1082.an estimated accuracy of +/- 6 seconds.
 DB1082
 DB1082.The orthometric height was determined by differential leveling
 DB1082.and adjusted in January 1995.
 DB1082.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1082.distribution rate of 0.0 thru 1.0 mm/km.
 DB1082.The height was derived from older observations constrained to new
 DB1082.heights in a crustal motion area.  The height is approximate in
 DB1082.relation to other heights in its vicinity.
 DB1082
 DB1082.The geoid height was determined by GEOID03.
 DB1082
 DB1082.The dynamic height is computed by dividing the NAVD 88
 DB1082.geopotential number by the normal gravity value computed on the
 DB1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1082.degrees latitude (g = 980.6199 gals.).
 DB1082
 DB1082.The modeled gravity was interpolated from observed gravity values.
 DB1082
 DB1082;                    North         East    Units  Estimated Accuracy
 DB1082;SPC CA 6     -   564,080.    2,085,580.      MT  (+/- 180 meters Scaled)
 DB1082
 DB1082                          SUPERSEDED SURVEY CONTROL
 DB1082
 DB1082.No superseded survey control is available for this station.
 DB1082
 DB1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS558238(NAD 83)
 DB1082_MARKER: Z = SEE DESCRIPTION
 DB1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1082_SP_SET: CONCRETE PIPE
 DB1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1082
 DB1082  HISTORY     - Date     Condition        Report By
 DB1082  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1082
 DB1082                          STATION DESCRIPTION
 DB1082
 DB1082'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1082'10.5 KM SOUTH FROM HOLTVILLE.
 DB1082'10.52 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1082'HIGHWAY 80 AT HOLTVILLE, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 DB1082'OF CONNELLY ROAD, 14.00 METERS EAST OF THE CENTER LINE OF THE
 DB1082'HIGHWAY, 14.00 METERS SOUTH OF THE CENTER LINE OF THE ROAD, 10
 DB1082'METERS NORTHEAST OF POWERLINE POLE R 45 ID, SET 0.70 METER EAST
 DB1082'OF THE WEST EDGE OF A COVERED 1.5 METER CONCRETE STAND PIPE AND
 DB1082'0.2 METER BELOW THE LEVEL OF THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1083 ***********************************************************************
 DB1083  DESIGNATION -  10 146 DTENAL
 DB1083  PID         -  DB1083
 DB1083  STATE/COUNTY-  CA/IMPERIAL
 DB1083  USGS QUAD   -  BONDS CORNER (1976)
 DB1083
 DB1083                         *CURRENT SURVEY CONTROL
 DB1083  ___________________________________________________________________
 DB1083* NAD 83(1986)-  32 44 21.     (N)    115 19 58.     (W)     SCALED    
 DB1083* NAVD 88     -         7.493  (meters)      24.58   (feet)  READJUSTED
 DB1083  ___________________________________________________________________
 DB1083  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DB1083  DYNAMIC HT  -           7.480 (meters)      24.54  (feet)  COMP
 DB1083  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 DB1083
 DB1083  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1083
 DB1083.The horizontal coordinates were scaled from a topographic map and have
 DB1083.an estimated accuracy of +/- 6 seconds.
 DB1083
 DB1083.The orthometric height was determined by differential leveling
 DB1083.and adjusted in January 1995.
 DB1083.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1083.distribution rate of 0.0 thru 1.0 mm/km.
 DB1083.The height was derived from older observations constrained to new
 DB1083.heights in a crustal motion area.  The height is approximate in
 DB1083.relation to other heights in its vicinity.
 DB1083
 DB1083.The geoid height was determined by GEOID03.
 DB1083
 DB1083.The dynamic height is computed by dividing the NAVD 88
 DB1083.geopotential number by the normal gravity value computed on the
 DB1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1083.degrees latitude (g = 980.6199 gals.).
 DB1083
 DB1083.The modeled gravity was interpolated from observed gravity values.
 DB1083
 DB1083;                    North         East    Units  Estimated Accuracy
 DB1083;SPC CA 6     -   563,870.    2,085,970.      MT  (+/- 180 meters Scaled)
 DB1083
 DB1083                          SUPERSEDED SURVEY CONTROL
 DB1083
 DB1083.No superseded survey control is available for this station.
 DB1083
 DB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS562236(NAD 83)
 DB1083_MARKER: Z = SEE DESCRIPTION
 DB1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1083_SP_SET: RETAINING WALL
 DB1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1083
 DB1083  HISTORY     - Date     Condition        Report By
 DB1083  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1083
 DB1083                          STATION DESCRIPTION
 DB1083
 DB1083'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1083'9.7 KM SOUTH FROM HOLTVILLE.
 DB1083'9.69 KM SOUTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1083'HIGHWAY 80 AT HOLTVILLE, SET IN THE SOUTHWEST CONCRETE CANAL
 DB1083'RETAINING WALL, 9.0 METERS EAST OF THE CENTERLINE OF THE HIGHWAY,
 DB1083'0.47 METER EAST OF THE WEST END OF THE WALL AND 0.25 METER ABOVE
 DB1083'THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1084 ***********************************************************************
 DB1084  DESIGNATION -  10 147 DTENAL
 DB1084  PID         -  DB1084
 DB1084  STATE/COUNTY-  CA/IMPERIAL
 DB1084  USGS QUAD   -  BONDS CORNER (1976)
 DB1084
 DB1084                         *CURRENT SURVEY CONTROL
 DB1084  ___________________________________________________________________
 DB1084* NAD 83(1986)-  32 44 42.     (N)    115 20 13.     (W)     SCALED    
 DB1084* NAVD 88     -         6.387  (meters)      20.95   (feet)  READJUSTED
 DB1084  ___________________________________________________________________
 DB1084  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DB1084  DYNAMIC HT  -           6.380 (meters)      20.93  (feet)  COMP
 DB1084  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 DB1084
 DB1084  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1084
 DB1084.The horizontal coordinates were scaled from a topographic map and have
 DB1084.an estimated accuracy of +/- 6 seconds.
 DB1084
 DB1084.The orthometric height was determined by differential leveling
 DB1084.and adjusted in January 1995.
 DB1084.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1084.distribution rate of 0.0 thru 1.0 mm/km.
 DB1084.The height was derived from older observations constrained to new
 DB1084.heights in a crustal motion area.  The height is approximate in
 DB1084.relation to other heights in its vicinity.
 DB1084
 DB1084.The geoid height was determined by GEOID03.
 DB1084
 DB1084.The dynamic height is computed by dividing the NAVD 88
 DB1084.geopotential number by the normal gravity value computed on the
 DB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1084.degrees latitude (g = 980.6199 gals.).
 DB1084
 DB1084.The modeled gravity was interpolated from observed gravity values.
 DB1084
 DB1084;                    North         East    Units  Estimated Accuracy
 DB1084;SPC CA 6     -   564,510.    2,085,570.      MT  (+/- 180 meters Scaled)
 DB1084
 DB1084                          SUPERSEDED SURVEY CONTROL
 DB1084
 DB1084.No superseded survey control is available for this station.
 DB1084
 DB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS558242(NAD 83)
 DB1084_MARKER: Z = SEE DESCRIPTION
 DB1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1084_SP_SET: HEADWALL
 DB1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1084
 DB1084  HISTORY     - Date     Condition        Report By
 DB1084  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1084
 DB1084                          STATION DESCRIPTION
 DB1084
 DB1084'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1084'8.9 KM SE FROM HOLTVILLE.
 DB1084'8.87 KM SOUTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1084'HIGHWAY 80 AT HOLTVILLE, 8.1 METERS WEST OF THE CENTERLINE OF THE
 DB1084'HIGHWAY, 8.80 METERS NORTHEAST OF A PALM TREE, 7.70 METERS
 DB1084'SOUTHEAST OF TELEPHONE POLE T 1075 ID, SET 0.57 METER SOUTH OF
 DB1084'THE NORTH END OF A 1.35 METERS LONG BY 0.24 METER WIDE HEADWALL AND
 DB1084'0.60 METER ABOVE THE LEVEL OF THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1085 ***********************************************************************
 DB1085  DESIGNATION -  10 148 DTENAL
 DB1085  PID         -  DB1085
 DB1085  STATE/COUNTY-  CA/IMPERIAL
 DB1085  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB1085
 DB1085                         *CURRENT SURVEY CONTROL
 DB1085  ___________________________________________________________________
 DB1085* NAD 83(1986)-  32 45 23.     (N)    115 20 13.     (W)     SCALED    
 DB1085* NAVD 88     -         4.028  (meters)      13.22   (feet)  READJUSTED
 DB1085  ___________________________________________________________________
 DB1085  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DB1085  DYNAMIC HT  -           4.020 (meters)      13.19  (feet)  COMP
 DB1085  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DB1085
 DB1085  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1085
 DB1085.The horizontal coordinates were scaled from a topographic map and have
 DB1085.an estimated accuracy of +/- 6 seconds.
 DB1085
 DB1085.The orthometric height was determined by differential leveling
 DB1085.and adjusted in January 1995.
 DB1085.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1085.distribution rate of 0.0 thru 1.0 mm/km.
 DB1085.The height was derived from older observations constrained to new
 DB1085.heights in a crustal motion area.  The height is approximate in
 DB1085.relation to other heights in its vicinity.
 DB1085
 DB1085.The geoid height was determined by GEOID03.
 DB1085
 DB1085.The dynamic height is computed by dividing the NAVD 88
 DB1085.geopotential number by the normal gravity value computed on the
 DB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1085.degrees latitude (g = 980.6199 gals.).
 DB1085
 DB1085.The modeled gravity was interpolated from observed gravity values.
 DB1085
 DB1085;                    North         East    Units  Estimated Accuracy
 DB1085;SPC CA 6     -   565,780.    2,085,560.      MT  (+/- 180 meters Scaled)
 DB1085
 DB1085                          SUPERSEDED SURVEY CONTROL
 DB1085
 DB1085.No superseded survey control is available for this station.
 DB1085
 DB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS557255(NAD 83)
 DB1085_MARKER: Z = SEE DESCRIPTION
 DB1085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1085_SP_SET: HEADWALL
 DB1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1085
 DB1085  HISTORY     - Date     Condition        Report By
 DB1085  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1085
 DB1085                          STATION DESCRIPTION
 DB1085
 DB1085'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1085'7.7 KM SE FROM HOLTVILLE.
 DB1085'7.66 KM SOUTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1085'HIGHWAY 80 AT HOLTVILLE, 6.7 METERS WEST OF THE CENTERLINE OF THE
 DB1085'HIGHWAY SET 0.5 METER NORTH OF THE SOUTH END OF A 0.25 METER WIDE
 DB1085'BY 1.35 METER LONG CONCRETE WALL AND IN 0.45 METER ABOVE THE LEVEL
 DB1085'OF THE HIGHWAY.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1086 ***********************************************************************
 DB1086  DESIGNATION -  10 149 DTENAL
 DB1086  PID         -  DB1086
 DB1086  STATE/COUNTY-  CA/IMPERIAL
 DB1086  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB1086
 DB1086                         *CURRENT SURVEY CONTROL
 DB1086  ___________________________________________________________________
 DB1086* NAD 83(1986)-  32 46 11.     (N)    115 20 03.     (W)     SCALED    
 DB1086* NAVD 88     -         9.914  (meters)      32.53   (feet)  READJUSTED
 DB1086  ___________________________________________________________________
 DB1086  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DB1086  DYNAMIC HT  -           9.900 (meters)      32.48  (feet)  COMP
 DB1086  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 DB1086
 DB1086  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1086
 DB1086.The horizontal coordinates were scaled from a topographic map and have
 DB1086.an estimated accuracy of +/- 6 seconds.
 DB1086
 DB1086.The orthometric height was determined by differential leveling
 DB1086.and adjusted in January 1995.
 DB1086.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1086.distribution rate of 0.0 thru 1.0 mm/km.
 DB1086.The height was derived from older observations constrained to new
 DB1086.heights in a crustal motion area.  The height is approximate in
 DB1086.relation to other heights in its vicinity.
 DB1086
 DB1086.The geoid height was determined by GEOID03.
 DB1086
 DB1086.The dynamic height is computed by dividing the NAVD 88
 DB1086.geopotential number by the normal gravity value computed on the
 DB1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1086.degrees latitude (g = 980.6199 gals.).
 DB1086
 DB1086.The modeled gravity was interpolated from observed gravity values.
 DB1086
 DB1086;                    North         East    Units  Estimated Accuracy
 DB1086;SPC CA 6     -   567,260.    2,085,810.      MT  (+/- 180 meters Scaled)
 DB1086
 DB1086                          SUPERSEDED SURVEY CONTROL
 DB1086
 DB1086.No superseded survey control is available for this station.
 DB1086
 DB1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS560269(NAD 83)
 DB1086_MARKER: Z = SEE DESCRIPTION
 DB1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB1086_SP_SET: WING WALL
 DB1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1086
 DB1086  HISTORY     - Date     Condition        Report By
 DB1086  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1086
 DB1086                          STATION DESCRIPTION
 DB1086
 DB1086'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1086'6.4 KM SE FROM HOLTVILLE.
 DB1086'6.42 KM SOUTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF U.S.
 DB1086'HIGHWAY 80 AT HOLTVILLE, AT THE SAN DIEGO-YUMA FREEWAY OVERPASS,
 DB1086'SET IN THE NORTH END OF THE NORTHEAST WINGWALL, 7.00 METERS EAST
 DB1086'OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER ABOVE THE HIGHWAY.
 DB1086'MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1087 ***********************************************************************
 DB1087  DESIGNATION -  10 150 DTENAL
 DB1087  PID         -  DB1087
 DB1087  STATE/COUNTY-  CA/IMPERIAL
 DB1087  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB1087
 DB1087                         *CURRENT SURVEY CONTROL
 DB1087  ___________________________________________________________________
 DB1087* NAD 83(1986)-  32 46 50.     (N)    115 20 03.     (W)     SCALED    
 DB1087* NAVD 88     -         3.199  (meters)      10.50   (feet)  READJUSTED
 DB1087  ___________________________________________________________________
 DB1087  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DB1087  DYNAMIC HT  -           3.190 (meters)      10.47  (feet)  COMP
 DB1087  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 DB1087
 DB1087  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1087
 DB1087.The horizontal coordinates were scaled from a topographic map and have
 DB1087.an estimated accuracy of +/- 6 seconds.
 DB1087
 DB1087.The orthometric height was determined by differential leveling
 DB1087.and adjusted in January 1995.
 DB1087.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1087.distribution rate of 0.0 thru 1.0 mm/km.
 DB1087.The height was derived from older observations constrained to new
 DB1087.heights in a crustal motion area.  The height is approximate in
 DB1087.relation to other heights in its vicinity.
 DB1087
 DB1087.The geoid height was determined by GEOID03.
 DB1087
 DB1087.The dynamic height is computed by dividing the NAVD 88
 DB1087.geopotential number by the normal gravity value computed on the
 DB1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1087.degrees latitude (g = 980.6199 gals.).
 DB1087
 DB1087.The modeled gravity was interpolated from observed gravity values.
 DB1087
 DB1087;                    North         East    Units  Estimated Accuracy
 DB1087;SPC CA 6     -   568,460.    2,085,800.      MT  (+/- 180 meters Scaled)
 DB1087
 DB1087                          SUPERSEDED SURVEY CONTROL
 DB1087
 DB1087.No superseded survey control is available for this station.
 DB1087
 DB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS560281(NAD 83)
 DB1087_MARKER: Z = SEE DESCRIPTION
 DB1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1087_SP_SET: CONCRETE WALL
 DB1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1087
 DB1087  HISTORY     - Date     Condition        Report By
 DB1087  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1087
 DB1087                          STATION DESCRIPTION
 DB1087
 DB1087'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1087'5.5 KM SE FROM HOLTVILLE.
 DB1087'5.5 KM SOUTHEAST ALONG STATE HIGHWAY 115 THE JUNCTION OF U.S. HIGHWAY
 DB1087'80 AT HOLTVILLE, 1.03 KM SOUTH OF BENCH MARK 10 151 DETENAL, AT THE
 DB1087'JUNCTION OF SNYDER ROAD LEADING NORTHWEST, SET 0.2 METER SOUTH OF
 DB1087'THE NORTH END OF A CONCRETE WALL SUPPORTING A WOODEN BRIDGE OVER A
 DB1087'CANAL, 5.8 METERS NORTHEAST OF THE CENTERLINE OF SNYDER ROAD, AND
 DB1087'0.05 METER ABOVE SNYDER ROAD.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1088 ***********************************************************************
 DB1088  DESIGNATION -  10 151 DTENAL
 DB1088  PID         -  DB1088
 DB1088  STATE/COUNTY-  CA/IMPERIAL
 DB1088  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB1088
 DB1088                         *CURRENT SURVEY CONTROL
 DB1088  ___________________________________________________________________
 DB1088* NAD 83(1986)-  32 47 07.     (N)    115 20 18.     (W)     SCALED    
 DB1088* NAVD 88     -         1.414  (meters)       4.64   (feet)  READJUSTED
 DB1088  ___________________________________________________________________
 DB1088  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DB1088  DYNAMIC HT  -           1.410 (meters)       4.63  (feet)  COMP
 DB1088  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DB1088
 DB1088  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1088
 DB1088.The horizontal coordinates were scaled from a topographic map and have
 DB1088.an estimated accuracy of +/- 6 seconds.
 DB1088
 DB1088.The orthometric height was determined by differential leveling
 DB1088.and adjusted in January 1995.
 DB1088.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1088.distribution rate of 0.0 thru 1.0 mm/km.
 DB1088.The height was derived from older observations constrained to new
 DB1088.heights in a crustal motion area.  The height is approximate in
 DB1088.relation to other heights in its vicinity.
 DB1088
 DB1088.The geoid height was determined by GEOID03.
 DB1088
 DB1088.The dynamic height is computed by dividing the NAVD 88
 DB1088.geopotential number by the normal gravity value computed on the
 DB1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1088.degrees latitude (g = 980.6199 gals.).
 DB1088
 DB1088.The modeled gravity was interpolated from observed gravity values.
 DB1088
 DB1088;                    North         East    Units  Estimated Accuracy
 DB1088;SPC CA 6     -   568,980.    2,085,400.      MT  (+/- 180 meters Scaled)
 DB1088
 DB1088                          SUPERSEDED SURVEY CONTROL
 DB1088
 DB1088.No superseded survey control is available for this station.
 DB1088
 DB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS556287(NAD 83)
 DB1088_MARKER: Z = SEE DESCRIPTION
 DB1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1088_SP_SET: CANAL WALL
 DB1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1088
 DB1088  HISTORY     - Date     Condition        Report By
 DB1088  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1088
 DB1088                          STATION DESCRIPTION
 DB1088
 DB1088'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1088'6.84 KM SE FROM HOLTVILLE.
 DB1088'4.02 KM EAST ALONG U.S. HIGHWAY 80 FROM THE WESTERN UNION CO.
 DB1088'BUILDING AT HOLTVILLE, THENCE 2.82 KM SOUTH ALONG SNYDER ROAD, SET
 DB1088'IN THE MIDDLE OF THE NORTH END OF A DRAINAGE END WALL, 12.10 METERS
 DB1088'EAST OF THE CENTER LINE OF THE ROAD, AND 0.6 METER ABOVE THE LEVEL
 DB1088'OF THE ROAD.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1089 ***********************************************************************
 DB1089  DESIGNATION -  10 152 DTENAL
 DB1089  PID         -  DB1089
 DB1089  STATE/COUNTY-  CA/IMPERIAL
 DB1089  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB1089
 DB1089                         *CURRENT SURVEY CONTROL
 DB1089  ___________________________________________________________________
 DB1089* NAD 83(1986)-  32 47 40.     (N)    115 20 18.     (W)     SCALED    
 DB1089* NAVD 88     -         1.053  (meters)       3.45   (feet)  READJUSTED
 DB1089  ___________________________________________________________________
 DB1089  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DB1089  DYNAMIC HT  -           1.050 (meters)       3.44  (feet)  COMP
 DB1089  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 DB1089
 DB1089  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1089
 DB1089.The horizontal coordinates were scaled from a topographic map and have
 DB1089.an estimated accuracy of +/- 6 seconds.
 DB1089
 DB1089.The orthometric height was determined by differential leveling
 DB1089.and adjusted in January 1995.
 DB1089.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1089.distribution rate of 0.0 thru 1.0 mm/km.
 DB1089.The height was derived from older observations constrained to new
 DB1089.heights in a crustal motion area.  The height is approximate in
 DB1089.relation to other heights in its vicinity.
 DB1089
 DB1089.The geoid height was determined by GEOID03.
 DB1089
 DB1089.The dynamic height is computed by dividing the NAVD 88
 DB1089.geopotential number by the normal gravity value computed on the
 DB1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1089.degrees latitude (g = 980.6199 gals.).
 DB1089
 DB1089.The modeled gravity was interpolated from observed gravity values.
 DB1089
 DB1089;                    North         East    Units  Estimated Accuracy
 DB1089;SPC CA 6     -   570,000.    2,085,390.      MT  (+/- 180 meters Scaled)
 DB1089
 DB1089                          SUPERSEDED SURVEY CONTROL
 DB1089
 DB1089.No superseded survey control is available for this station.
 DB1089
 DB1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS555297(NAD 83)
 DB1089_MARKER: Z = SEE DESCRIPTION
 DB1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1089_SP_SET: HEADWALL
 DB1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1089
 DB1089  HISTORY     - Date     Condition        Report By
 DB1089  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1089
 DB1089                          STATION DESCRIPTION
 DB1089
 DB1089'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1089'5.74 KM EAST FROM HOLTVILLE.
 DB1089'4.02 KM EAST ALONG U.S. HIGHWAY 80 FROM THE WESTERN UNION CO.
 DB1089'BUILDING AT HOLTVILLE, THENCE 1.89 KM SOUTH ALONG SNYDER ROAD, AT
 DB1089'THE JCT. OF AN UNPAVED ROAD LEADING WEST, IN THE TOP OF THE HEADWALL
 DB1089'OF A DRAINAGE CANAL, 57.65 METERS WEST OF CENTERLINE OF SNYDER ROAD,
 DB1089'13.1 METERS SOUTH OF THE CENTERLINE OF THE UNPAVED ROAD, 2.5 METERS
 DB1089'NORTH OF THE SOUTH EDGE OF THE HEADWALL, 1.25 METERS WEST OF THE
 DB1089'EAST EDGE OF THE HEADWALL, AND 0.8 METER ABOVE THE LEVEL OF THE
 DB1089'ROAD.  MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1090 ***********************************************************************
 DB1090  DESIGNATION -  10 153 DTENAL
 DB1090  PID         -  DB1090
 DB1090  STATE/COUNTY-  CA/IMPERIAL
 DB1090  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB1090
 DB1090                         *CURRENT SURVEY CONTROL
 DB1090  ___________________________________________________________________
 DB1090* NAD 83(1986)-  32 48 08.     (N)    115 20 13.     (W)     SCALED    
 DB1090* NAVD 88     -        -0.257  (meters)      -0.84   (feet)  READJUSTED
 DB1090  ___________________________________________________________________
 DB1090  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1090  DYNAMIC HT  -          -0.260 (meters)      -0.85  (feet)  COMP
 DB1090  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 DB1090
 DB1090  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1090
 DB1090.The horizontal coordinates were scaled from a topographic map and have
 DB1090.an estimated accuracy of +/- 6 seconds.
 DB1090
 DB1090.The orthometric height was determined by differential leveling
 DB1090.and adjusted in January 1995.
 DB1090.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1090.distribution rate of 0.0 thru 1.0 mm/km.
 DB1090.The height was derived from older observations constrained to new
 DB1090.heights in a crustal motion area.  The height is approximate in
 DB1090.relation to other heights in its vicinity.
 DB1090
 DB1090.The geoid height was determined by GEOID03.
 DB1090
 DB1090.The dynamic height is computed by dividing the NAVD 88
 DB1090.geopotential number by the normal gravity value computed on the
 DB1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1090.degrees latitude (g = 980.6199 gals.).
 DB1090
 DB1090.The modeled gravity was interpolated from observed gravity values.
 DB1090
 DB1090;                    North         East    Units  Estimated Accuracy
 DB1090;SPC CA 6     -   570,860.    2,085,520.      MT  (+/- 180 meters Scaled)
 DB1090
 DB1090                          SUPERSEDED SURVEY CONTROL
 DB1090
 DB1090.No superseded survey control is available for this station.
 DB1090
 DB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS557305(NAD 83)
 DB1090_MARKER: Z = SEE DESCRIPTION
 DB1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1090_SP_SET: GATE WALL
 DB1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1090
 DB1090  HISTORY     - Date     Condition        Report By
 DB1090  HISTORY     - 1977     MONUMENTED       DTENAL
 DB1090
 DB1090                          STATION DESCRIPTION
 DB1090
 DB1090'DESCRIBED BY DETENAL DE MEXICO 1977
 DB1090'4.88 KM EAST FROM HOLTVILLE.
 DB1090'4.02 KM. EAST ALONG U.S. HIGHWAY 80 FROM THE WESTERN UNION CO.
 DB1090'BUILDING AT HOLTVILLE, THENCE 0.86 KM SOUTH ALONG SNYDER ROAD, NEAR
 DB1090'THE JCT OF NELSON PIT ROAD, 50 METERS WEST OF THE CENTERLINE OF
 DB1090'SNYDER ROAD, SET IN THE NORTH END OF A CONCRETE GATE WALL FOR CANAL
 DB1090'LEADING WEST, 16.4 METERS NORTHWEST OF POLE 53379D, 0.45 METER SOUTH
 DB1090'OF NORTH END OF WALL, 0.09 METER WEST OF EAST SIDE OF WALL, AND 1.7
 DB1090'METERS ABOVE LEVEL OF ROAD. MARK PAINTED ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0653 ***********************************************************************
 EW0653  DESIGNATION -  10 21 LA CO
 EW0653  PID         -  EW0653
 EW0653  STATE/COUNTY-  CA/LOS ANGELES
 EW0653  USGS QUAD   -  DEL SUR (1995)
 EW0653
 EW0653                         *CURRENT SURVEY CONTROL
 EW0653  ___________________________________________________________________
 EW0653* NAD 83(1986)-  34 42 14.     (N)    118 17 52.     (W)     SCALED    
 EW0653* NAVD 88     -       743.28   (+/-2cm)    2438.6    (feet)  VERTCON   
 EW0653  ___________________________________________________________________
 EW0653  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EW0653  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0653
 EW0653.The horizontal coordinates were scaled from a topographic map and have
 EW0653.an estimated accuracy of +/- 6 seconds.
 EW0653
 EW0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0653.The vertical order pertains to the NGVD 29 superseded value.
 EW0653
 EW0653.The geoid height was determined by GEOID03.
 EW0653
 EW0653;                    North         East    Units  Estimated Accuracy
 EW0653;SPC CA 5     -   633,580.    1,972,720.      MT  (+/- 180 meters Scaled)
 EW0653
 EW0653                          SUPERSEDED SURVEY CONTROL
 EW0653
 EW0653  NGVD 29 (??/??/92)  742.436  (m)         2435.81   (f) ADJ UNCH    1 1
 EW0653
 EW0653.Superseded values are not recommended for survey control.
 EW0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0653.See file dsdata.txt to determine how the superseded data were derived.
 EW0653
 EW0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU811409(NAD 83)
 EW0653_MARKER: DD = SURVEY DISK
 EW0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0653_STAMPING: BM 102-21 1957 5869
 EW0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0653+STABILITY: SURFACE MOTION
 EW0653
 EW0653  HISTORY     - Date     Condition        Report By
 EW0653  HISTORY     - 1957     MONUMENTED       CA-037
 EW0653  HISTORY     - 1971     GOOD             NGS
 EW0653
 EW0653                          STATION DESCRIPTION
 EW0653
 EW0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0653'9 MI W FROM LANCASTER.
 EW0653'9.05 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0653'HIGHWAY AT LANCASTER, AT THE CROSSING OF A STEEL TOWER POWER
 EW0653'TRANSMISSION LINE, DIRECTLY UNDER THE CENTER OF STEEL TOWER
 EW0653'26-4 WHICH IS THE FIRST TOWER SOUTH OF THE AVENUE, 55 1/2
 EW0653'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 11.4 FEET SOUTHEAST
 EW0653'OF THE NORTHWEST STEEL LEG OF TOWER 26-4, 12.0 FEET SOUTHWEST
 EW0653'OF THE NORTHEAST STEEL LEG OF TOWER 26-4, 27.8 FEET SOUTH OF
 EW0653'A FENCE, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF
 EW0653'A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 18, T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1570 ***********************************************************************
 EW1570  DESIGNATION -  10 37 LACFCD
 EW1570  PID         -  EW1570
 EW1570  STATE/COUNTY-  CA/LOS ANGELES
 EW1570  USGS QUAD   -  HOLLYWOOD (1994)
 EW1570
 EW1570                         *CURRENT SURVEY CONTROL
 EW1570  ___________________________________________________________________
 EW1570* NAD 83(1986)-  34 07 20.     (N)    118 16 11.     (W)     SCALED    
 EW1570* NAVD 88     -       121.65   (+/-2cm)     399.1    (feet)  VERTCON   
 EW1570  ___________________________________________________________________
 EW1570  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW1570  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1570
 EW1570.The horizontal coordinates were scaled from a topographic map and have
 EW1570.an estimated accuracy of +/- 6 seconds.
 EW1570
 EW1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1570.The vertical order pertains to the NGVD 29 superseded value.
 EW1570
 EW1570.The geoid height was determined by GEOID03.
 EW1570
 EW1570;                    North         East    Units  Estimated Accuracy
 EW1570;SPC CA 5     -   569,050.    1,975,120.      MT  (+/- 180 meters Scaled)
 EW1570
 EW1570                          SUPERSEDED SURVEY CONTROL
 EW1570
 EW1570  NGVD 29 (??/??/92)  120.86   (m)          396.5    (f) COMPUTED    1 2
 EW1570
 EW1570.Superseded values are not recommended for survey control.
 EW1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1570.See file dsdata.txt to determine how the superseded data were derived.
 EW1570
 EW1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829764(NAD 83)
 EW1570_MARKER: DD = SURVEY DISK
 EW1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1570_SP_SET: BRIDGE
 EW1570_STAMPING: BM 10 37
 EW1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1570
 EW1570  HISTORY     - Date     Condition        Report By
 EW1570  HISTORY     - UNK      MONUMENTED       CA-037
 EW1570  HISTORY     - 1966     GOOD             NGS
 EW1570
 EW1570                          STATION DESCRIPTION
 EW1570
 EW1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW1570'AT LOS ANGELES.
 EW1570'LOCATED AT THE LOS FELIZ BRIDGE OVER THE LOS ANGELES RIVER AT
 EW1570'THE NORTHEAST END AND IN THE SOUTHEAST HEADWALL OF THE BRIDGE.
 EW1570'16 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE
 EW1570'RAILING, 2 FEET SOUTHEAST OF THE BRIDGE RAILING AND ABOUT 3 FEET
 EW1570'LOWER THAN THE STREET.  A LOS ANGELES COUNTY FLOOD CONTROL
 EW1570'DISTRICT BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2039 ***********************************************************************
 EW2039  DESIGNATION -  10 56
 EW2039  PID         -  EW2039
 EW2039  STATE/COUNTY-  CA/LOS ANGELES
 EW2039  USGS QUAD   -  BURBANK (1994)
 EW2039
 EW2039                         *CURRENT SURVEY CONTROL
 EW2039  ___________________________________________________________________
 EW2039* NAD 83(1986)-  34 09 23.     (N)    118 17 43.     (W)     SCALED    
 EW2039* NAVD 88     -       145.289  (meters)     476.67   (feet)  ADJUSTED  
 EW2039  ___________________________________________________________________
 EW2039  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EW2039  DYNAMIC HT  -         145.138 (meters)     476.17  (feet)  COMP
 EW2039  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 EW2039
 EW2039  VERT ORDER  -  FIRST     CLASS II
 EW2039
 EW2039.The horizontal coordinates were scaled from a topographic map and have
 EW2039.an estimated accuracy of +/- 6 seconds.
 EW2039
 EW2039.The orthometric height was determined by differential leveling
 EW2039.and adjusted in June 1995.
 EW2039
 EW2039.The geoid height was determined by GEOID03.
 EW2039
 EW2039.The dynamic height is computed by dividing the NAVD 88
 EW2039.geopotential number by the normal gravity value computed on the
 EW2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2039.degrees latitude (g = 980.6199 gals.).
 EW2039
 EW2039.The modeled gravity was interpolated from observed gravity values.
 EW2039
 EW2039;                    North         East    Units  Estimated Accuracy
 EW2039;SPC CA 5     -   572,850.    1,972,770.      MT  (+/- 180 meters Scaled)
 EW2039
 EW2039                          SUPERSEDED SURVEY CONTROL
 EW2039
 EW2039  NGVD 29 (??/??/92)  144.51   (m)          474.1    (f) COMPUTED    1 2
 EW2039
 EW2039.Superseded values are not recommended for survey control.
 EW2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2039.See file dsdata.txt to determine how the superseded data were derived.
 EW2039
 EW2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806802(NAD 83)
 EW2039_MARKER: DD = SURVEY DISK
 EW2039_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2039_SP_SET: BRIDGE WALKWAY
 EW2039_STAMPING: BM 10-56
 EW2039_MARK LOGO: LACFCD
 EW2039_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2039+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 EW2039
 EW2039  HISTORY     - Date     Condition        Report By
 EW2039  HISTORY     - UNK      MONUMENTED       CA-037
 EW2039  HISTORY     - 1965     GOOD             NGS
 EW2039  HISTORY     - 19940822 GOOD             NGS
 EW2039
 EW2039                          STATION DESCRIPTION
 EW2039
 EW2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW2039'AT BURBANK.
 EW2039'AT BURBANK, 0.15 MILE SOUTHEAST ALONG RIVERSIDE DRIVE FROM
 EW2039'THE JUNCTION OF VICTORY BOULEVARD AND SONORA AVENUE, IN THE
 EW2039'TOP OF THE SOUTHWEST CONCRETE SIDEWALK OF THE RIVERSIDE DRIVE
 EW2039'BRIDGE OVER THE LOS ANGELES RIVER, 26 FEET SOUTHWEST OF THE
 EW2039'CENTER LINE OF THE DRIVE, 0.4 FOOT NORTHEAST OF THE NORTHEAST
 EW2039'EDGE OF THE SOUTHWEST CONCRETE GUARDRAIL, 24 FEET SOUTHEAST
 EW2039'OF THE NORTHWEST END OF THE SIDEWALK, 4 FEET SOUTHWEST OF THE
 EW2039'SOUTHWEST CURB, ABOUT 1 FOOT HIGHER THAN THE DRIVE, AND FLUSH
 EW2039'WITH THE SIDEWALK.
 EW2039
 EW2039                          STATION RECOVERY (1994)
 EW2039
 EW2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2039'0.2 KM (0.10 MI) NORTHWESTERLY ALONG VICTORY BOULEVARD FROM THE
 EW2039'JUNCTION OF THE VENTURA FREEWAY (STATE HIGHWAY 134) IN LOS ANGELES, IN
 EW2039'TOP OF AND 1.1 M (3.6 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 EW2039'ABUTMENT WALKWAY OF THE BOULEVARD BRIDGE SPANNING THE LOS ANGELES
 EW2039'RIVER, 7.8 M (25.6 FT) SOUTHWEST OF THE CENTER OF THE BOULEVARD, AND
 EW2039'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8549 ***********************************************************************
 AB8549  DESIGNATION -  10 7 92
 AB8549  PID         -  AB8549
 AB8549  STATE/COUNTY-  CA/LOS ANGELES
 AB8549  USGS QUAD   -  SAN DIMAS (1981)
 AB8549
 AB8549                         *CURRENT SURVEY CONTROL
 AB8549  ___________________________________________________________________
 AB8549* NAD 83(1986)-  34 04 08.     (N)    117 47 47.     (W)     SCALED    
 AB8549* NAVD 88     -       241.971  (meters)     793.87   (feet)  ADJUSTED  
 AB8549  ___________________________________________________________________
 AB8549  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AB8549  DYNAMIC HT  -         241.704 (meters)     792.99  (feet)  COMP
 AB8549  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 AB8549
 AB8549  VERT ORDER  -  FIRST     CLASS II
 AB8549
 AB8549.The horizontal coordinates were scaled from a topographic map and have
 AB8549.an estimated accuracy of +/- 6 seconds.
 AB8549
 AB8549.The orthometric height was determined by differential leveling
 AB8549.and adjusted in February 1997.
 AB8549
 AB8549.The geoid height was determined by GEOID03.
 AB8549
 AB8549.The dynamic height is computed by dividing the NAVD 88
 AB8549.geopotential number by the normal gravity value computed on the
 AB8549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8549.degrees latitude (g = 980.6199 gals.).
 AB8549
 AB8549.The modeled gravity was interpolated from observed gravity values.
 AB8549
 AB8549;                    North         East    Units  Estimated Accuracy
 AB8549;SPC CA 5     -   563,120.    2,018,800.      MT  (+/- 180 meters Scaled)
 AB8549
 AB8549                          SUPERSEDED SURVEY CONTROL
 AB8549
 AB8549.No superseded survey control is available for this station.
 AB8549
 AB8549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT265700(NAD 83)
 AB8549_MARKER: DD = SURVEY DISK
 AB8549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8549_SP_SET: CATCH BASIN
 AB8549_STAMPING: BM-10-7-92 L.A.
 AB8549_MARK LOGO: CADT  
 AB8549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8549+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1994
 AB8549
 AB8549  HISTORY     - Date     Condition        Report By
 AB8549  HISTORY     - 1992     MONUMENTED       CADT
 AB8549  HISTORY     - 19940414 GOOD             MWDSC
 AB8549
 AB8549                          STATION DESCRIPTION
 AB8549
 AB8549'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8549'POMONA, INTERSECTION OF MURCHISON AVE AND AUGUSTA AVE, 28 FEET (8.5 M)
 AB8549'SOUTH OF THE CENTERLINE OF MURCHISON AVE AND 54.5 FEET (16.6 M) EAST
 AB8549'OF THE CENTERLINE OF AUGUSTA AVE, A 2 1/4 INCH BRASS DISK SET FLUSH ON
 AB8549'THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, - BM-10-7-92 L.A. -
 AB8549'REFERENCE MWD FB 2011 02 014.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9002 ***********************************************************************
 JT9002  DESIGNATION -  10 A
 JT9002  PID         -  JT9002
 JT9002  STATE/COUNTY-  CA/NAPA
 JT9002  USGS QUAD   -  NAPA (1980)
 JT9002
 JT9002                         *CURRENT SURVEY CONTROL
 JT9002  ___________________________________________________________________
 JT9002* NAD 83(1986)-  38 18 24.     (N)    122 18 16.     (W)     SCALED    
 JT9002* NAVD 88     -        24.60   (+/-2cm)      80.7    (feet)  VERTCON   
 JT9002  ___________________________________________________________________
 JT9002  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9002  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9002
 JT9002.The horizontal coordinates were scaled from a topographic map and have
 JT9002.an estimated accuracy of +/- 6 seconds.
 JT9002
 JT9002.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9002.The vertical order pertains to the NGVD 29 superseded value.
 JT9002
 JT9002.The geoid height was determined by GEOID03.
 JT9002
 JT9002;                    North         East    Units  Estimated Accuracy
 JT9002;SPC CA 2     -   571,090.    1,973,370.      MT  (+/- 180 meters Scaled)
 JT9002
 JT9002                          SUPERSEDED SURVEY CONTROL
 JT9002
 JT9002  NGVD 29 (??/??/92)   23.82   (m)           78.1    (f) COMPUTED    2 2
 JT9002
 JT9002.Superseded values are not recommended for survey control.
 JT9002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9002.See file dsdata.txt to determine how the superseded data were derived.
 JT9002
 JT9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH608400(NAD 83)
 JT9002_MARKER: B = BOLT
 JT9002_SETTING: 0 = UNSPECIFIED SETTING
 JT9002_MARK LOGO: NONE  
 JT9002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9002
 JT9002  HISTORY     - Date     Condition        Report By
 JT9002  HISTORY     - 1971     MONUMENTED       CA2330
 JT9002
 JT9002                          STATION DESCRIPTION
 JT9002
 JT9002'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9002'ALONG LINCOLN AT THE OVERPASS DECK, 5 FT (1.5 M) EAST
 JT9002'OF MOND LINE SOLANO AVENUE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0352 ***********************************************************************
 EU0352  DESIGNATION -  10 A MWDSC
 EU0352  PID         -  EU0352
 EU0352  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0352  USGS QUAD   -  CADIZ LAKE NW (1986)
 EU0352
 EU0352                         *CURRENT SURVEY CONTROL
 EU0352  ___________________________________________________________________
 EU0352* NAD 83(1986)-  34 26 40.     (N)    115 25 15.     (W)     SCALED    
 EU0352* NAVD 88     -       228.824  (meters)     750.73   (feet)  ADJUSTED  
 EU0352  ___________________________________________________________________
 EU0352  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EU0352  DYNAMIC HT  -         228.583 (meters)     749.94  (feet)  COMP
 EU0352  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 EU0352
 EU0352  VERT ORDER  -  FIRST     CLASS I
 EU0352
 EU0352.The horizontal coordinates were scaled from a topographic map and have
 EU0352.an estimated accuracy of +/- 6 seconds.
 EU0352
 EU0352.The orthometric height was determined by differential leveling
 EU0352.and adjusted in June 1991.
 EU0352
 EU0352.The geoid height was determined by GEOID03.
 EU0352
 EU0352.The dynamic height is computed by dividing the NAVD 88
 EU0352.geopotential number by the normal gravity value computed on the
 EU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0352.degrees latitude (g = 980.6199 gals.).
 EU0352
 EU0352.The modeled gravity was interpolated from observed gravity values.
 EU0352
 EU0352;                    North         East    Units  Estimated Accuracy
 EU0352;SPC CA 5     -   607,800.    2,236,990.      MT  (+/- 180 meters Scaled)
 EU0352
 EU0352                          SUPERSEDED SURVEY CONTROL
 EU0352
 EU0352  NGVD 29 (??/??/92)  228.189  (m)          748.65   (f) ADJ UNCH    1 1
 EU0352
 EU0352.Superseded values are not recommended for survey control.
 EU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0352.See file dsdata.txt to determine how the superseded data were derived.
 EU0352
 EU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU450125(NAD 83)
 EU0352_MARKER: P = PIPE CAP
 EU0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0352_STAMPING: 10 A
 EU0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0352
 EU0352  HISTORY     - Date     Condition        Report By
 EU0352  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0352  HISTORY     - 1930     GOOD             MWDSC
 EU0352  HISTORY     - 1976     GOOD             NGS
 EU0352  HISTORY     - 1978     GOOD             NGS
 EU0352
 EU0352                          STATION DESCRIPTION
 EU0352
 EU0352'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0352'7 MI SE FROM CADIZ.
 EU0352'7.0 MILES SOUTHEAST ALONG THE PARKER CUT-OFF OF THE ATCHISON,
 EU0352'TOPEKA AND SANTA FE RAILWAY FROM CADIZ, SAN BERNARDINO COUNTY,
 EU0352'725 FEET SOUTHEAST OF BRIDGE 183 A, 30 FEET SOUTHWEST OF MILEPOST
 EU0352'183, 60 FEET SOUTHWEST OF THE TRACK, AND ABOUT 5 FEET LOWER THAN
 EU0352'THE TRACK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0352'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0352'PIPE SET IN CONCRETE.
 EU0352
 EU0352                          STATION RECOVERY (1976)
 EU0352
 EU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0352'7.6 MILE SOUTHEAST ALONG THE PARKER CUT OFF OF THE SANTA FE RAILROAD
 EU0352'FROM THE STATION AT CADIZ, AT MILEPOST 183, 97 FT. SOUTH AND ACROSS
 EU0352'TRACK FROM MILEPOST 183, 57 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 26
 EU0352'FT. SOUTHWEST OF A TELEPHONE POLE NOTE FIRST POLE SOUTHEAST OF
 EU0352'MILEPOST 183, 0.1 MILE SOUTHEAST OF RAILROAD BRIDGE NUMBER 183 1, A
 EU0352'FASTENED ON TOP OF A 1 INCH IRON PIPE IN CONCRETE.
 EU0352
 EU0352                          STATION RECOVERY (1978)
 EU0352
 EU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9003 ***********************************************************************
 JT9003  DESIGNATION -  10 B
 JT9003  PID         -  JT9003
 JT9003  STATE/COUNTY-  CA/NAPA
 JT9003  USGS QUAD   -  NAPA (1980)
 JT9003
 JT9003                         *CURRENT SURVEY CONTROL
 JT9003  ___________________________________________________________________
 JT9003* NAD 83(1986)-  38 18 36.     (N)    122 17 04.     (W)     SCALED    
 JT9003* NAVD 88     -         6.15   (+/-2cm)      20.2    (feet)  VERTCON   
 JT9003  ___________________________________________________________________
 JT9003  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9003  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9003
 JT9003.The horizontal coordinates were scaled from a topographic map and have
 JT9003.an estimated accuracy of +/- 6 seconds.
 JT9003
 JT9003.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9003.The vertical order pertains to the NGVD 29 superseded value.
 JT9003
 JT9003.The geoid height was determined by GEOID03.
 JT9003
 JT9003;                    North         East    Units  Estimated Accuracy
 JT9003;SPC CA 2     -   571,450.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9003
 JT9003                          SUPERSEDED SURVEY CONTROL
 JT9003
 JT9003  NGVD 29 (??/??/92)    5.37   (m)           17.6    (f) COMPUTED    2 2
 JT9003
 JT9003.Superseded values are not recommended for survey control.
 JT9003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9003.See file dsdata.txt to determine how the superseded data were derived.
 JT9003
 JT9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625404(NAD 83)
 JT9003_MARKER: DD = SURVEY DISK
 JT9003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9003_SP_SET: CONCRETE POST
 JT9003_MARK LOGO: CA2330
 JT9003_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9003+STABILITY: SURFACE MOTION
 JT9003
 JT9003  HISTORY     - Date     Condition        Report By
 JT9003  HISTORY     - 1971     MONUMENTED       CA2330
 JT9003
 JT9003                          STATION DESCRIPTION
 JT9003
 JT9003'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9003'AT INTERSECTION OF LINCOLN AND SOSCOL AVENUES, IN THE NORTHWEST SECTOR
 JT9003'10 FT (3.0 M) WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT9003'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1269 ***********************************************************************
 EW1269  DESIGNATION -  10 B C OF LA
 EW1269  PID         -  EW1269
 EW1269  STATE/COUNTY-  CA/LOS ANGELES
 EW1269  USGS QUAD   -  HOLLYWOOD (1994)
 EW1269
 EW1269                         *CURRENT SURVEY CONTROL
 EW1269  ___________________________________________________________________
 EW1269* NAD 83(1986)-  34 05 52.     (N)    118 20 14.     (W)     SCALED    
 EW1269* NAVD 88     -       106.11   (+/-2cm)     348.1    (feet)  VERTCON   
 EW1269  ___________________________________________________________________
 EW1269  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW1269  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1269
 EW1269.The horizontal coordinates were scaled from a topographic map and have
 EW1269.an estimated accuracy of +/- 6 seconds.
 EW1269
 EW1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1269.The vertical order pertains to the NGVD 29 superseded value.
 EW1269
 EW1269.The geoid height was determined by GEOID03.
 EW1269
 EW1269;                    North         East    Units  Estimated Accuracy
 EW1269;SPC CA 5     -   566,360.    1,968,880.      MT  (+/- 180 meters Scaled)
 EW1269
 EW1269                          SUPERSEDED SURVEY CONTROL
 EW1269
 EW1269  NGVD 29 (??/??/92)  105.33   (m)          345.6    (f) COMPUTED    1 1
 EW1269
 EW1269.Superseded values are not recommended for survey control.
 EW1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1269.See file dsdata.txt to determine how the superseded data were derived.
 EW1269
 EW1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766738(NAD 83)
 EW1269_MARKER: S = SPIKE
 EW1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1269_SP_SET: CURB
 EW1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1269
 EW1269  HISTORY     - Date     Condition        Report By
 EW1269  HISTORY     - UNK      MONUMENTED       CA1980
 EW1269  HISTORY     - 1968     GOOD             CA1980
 EW1269
 EW1269                          STATION DESCRIPTION
 EW1269
 EW1269'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1269'AT LOS ANGELES.
 EW1269'WIRE SPIKE 10-B IN TOP OF THE WEST CURB OF MC CADDEN PLACE, 3.5
 EW1269'FEET NORTH OF THE NORTH PROPERTY LINE OF SUNSET BOULEVARD,
 EW1269'SOUTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0353 ***********************************************************************
 EU0353  DESIGNATION -  10 B MWDSC
 EU0353  PID         -  EU0353
 EU0353  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0353  USGS QUAD   -  CADIZ LAKE NW (1986)
 EU0353
 EU0353                         *CURRENT SURVEY CONTROL
 EU0353  ___________________________________________________________________
 EU0353* NAD 83(1986)-  34 25 41.     (N)    115 23 17.     (W)     SCALED    
 EU0353* NAVD 88     -       250.317  (meters)     821.25   (feet)  ADJUSTED  
 EU0353  ___________________________________________________________________
 EU0353  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EU0353  DYNAMIC HT  -         250.049 (meters)     820.37  (feet)  COMP
 EU0353  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 EU0353  OBS GRAVITY -     979,561.8   (mgal)                       GRAV_OBS
 EU0353
 EU0353  VERT ORDER  -  FIRST     CLASS I
 EU0353
 EU0353.The horizontal coordinates were scaled from a topographic map and have
 EU0353.an estimated accuracy of +/- 6 seconds.
 EU0353
 EU0353.The orthometric height was determined by differential leveling
 EU0353.and adjusted in June 1991.
 EU0353
 EU0353.The geoid height was determined by GEOID03.
 EU0353
 EU0353.The dynamic height is computed by dividing the NAVD 88
 EU0353.geopotential number by the normal gravity value computed on the
 EU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0353.degrees latitude (g = 980.6199 gals.).
 EU0353
 EU0353.The modeled gravity was interpolated from observed gravity values.
 EU0353.The observed gravity was obtained from relative gravimeter ties
 EU0353.to the IGSN71 gravity network.
 EU0353
 EU0353;                    North         East    Units  Estimated Accuracy
 EU0353;SPC CA 5     -   606,060.    2,240,050.      MT  (+/- 180 meters Scaled)
 EU0353
 EU0353                          SUPERSEDED SURVEY CONTROL
 EU0353
 EU0353  NGVD 29 (??/??/92)  249.676  (m)          819.15   (f) ADJ UNCH    1 1
 EU0353
 EU0353.Superseded values are not recommended for survey control.
 EU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0353.See file dsdata.txt to determine how the superseded data were derived.
 EU0353
 EU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU481107(NAD 83)
 EU0353_MARKER: Q = CHISELED SQUARE
 EU0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0353_SP_SET: CULVERT COPING
 EU0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0353
 EU0353  HISTORY     - Date     Condition        Report By
 EU0353  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0353  HISTORY     - 1930     GOOD             MWDSC
 EU0353  HISTORY     - 1976     GOOD             NGS
 EU0353  HISTORY     - 1978     GOOD             NGS
 EU0353
 EU0353                          STATION DESCRIPTION
 EU0353
 EU0353'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0353'9 MI SE FROM CADIZ.
 EU0353'9.0 MILES SOUTHEAST ALONG THE PARKER CUT-OFF OF THE ATCHISON,
 EU0353'TOPEKA AND SANTA FE RAILWAY FROM CADIZ, SAN BERNARDINO COUNTY,
 EU0353'4-1/2 POLES SOUTHEAST OF MILEPOST 181, AT CULVERT 180 C, ON THE
 EU0353'COPING ON THE SOUTH SIDE AND 5 INCHES FROM THE EDGE.  AN OUTLINED
 EU0353'SQUARE.
 EU0353
 EU0353                          STATION RECOVERY (1976)
 EU0353
 EU0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0353'9.8 MILE SOUTHEAST ALONG THE PARKER CUT OFF OF THE SANTA FE RAILROAD
 EU0353'FROM THE STATION AT CADIZ, 0.2 MILE SOUTHEAST OF MILEPOST 181, A
 EU0353'CHISLED SQUARE SET IN TOP OF THE CENTER OF THE SOUTHWEST HEADWALL
 EU0353'OF A DOUBLE PIPE CONCRETE CULVERT NUMBER 180 8, 9 FT. SOUTHWEST OF THE
 EU0353'SOUTHWEST RAIL.
 EU0353
 EU0353                          STATION RECOVERY (1978)
 EU0353
 EU0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0354 ***********************************************************************
 EU0354  DESIGNATION -  10 C MWDSC
 EU0354  PID         -  EU0354
 EU0354  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0354  USGS QUAD   -  CADIZ LAKE NE (1985)
 EU0354
 EU0354                         *CURRENT SURVEY CONTROL
 EU0354  ___________________________________________________________________
 EU0354* NAD 83(1992)-  34 24 38.99048(N)    115 20 44.28273(W)     ADJUSTED  
 EU0354* NAVD 88     -       272.131  (meters)     892.82   (feet)  ADJUSTED  
 EU0354  ___________________________________________________________________
 EU0354  EPOCH DATE  -        1991.35
 EU0354  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 EU0354  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EU0354  DYNAMIC HT  -         271.837 (meters)     891.85  (feet)  COMP
 EU0354  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 EU0354
 EU0354  HORZ ORDER  -  THIRD
 EU0354  VERT ORDER  -  FIRST     CLASS I
 EU0354
 EU0354.The horizontal coordinates were established by classical geodetic methods
 EU0354.and adjusted by the National Geodetic Survey in June 1996.
 EU0354.The horizontal coordinates are valid at the epoch date displayed above.
 EU0354.The epoch date for horizontal control is a decimal equivalence
 EU0354.of Year/Month/Day.
 EU0354
 EU0354.The orthometric height was determined by differential leveling
 EU0354.and adjusted in June 1991.
 EU0354
 EU0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0354
 EU0354.The geoid height was determined by GEOID03.
 EU0354
 EU0354.The dynamic height is computed by dividing the NAVD 88
 EU0354.geopotential number by the normal gravity value computed on the
 EU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0354.degrees latitude (g = 980.6199 gals.).
 EU0354
 EU0354.The modeled gravity was interpolated from observed gravity values.
 EU0354
 EU0354;                    North         East     Units Scale Factor Converg.
 EU0354;SPC CA 5     -   604,255.408 2,243,993.092   MT  0.99993965   +1 30 46.9
 EU0354;SPC CA 5     - 1,982,461.28  7,362,167.34   sFT  0.99993965   +1 30 46.9
 EU0354;UTM  11      - 3,808,950.297   652,045.381   MT  0.99988496   +0 56 06.4
 EU0354
 EU0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0354!SPC CA 5     -   0.99996228  x   0.99993965  =   0.99990193
 EU0354!UTM  11      -   0.99996228  x   0.99988496  =   0.99984724
 EU0354
 EU0354|---------------------------------------------------------------------|
 EU0354| PID    Reference Object                     Distance      Geod. Az  |
 EU0354|                                                           dddmmss.s |
 EU0354| CS5869 BM 10C RM 1                          11.137 METERS 22847     |
 EU0354| CS5870 BM 10C RM 2                          14.618 METERS 32408     |
 EU0354|---------------------------------------------------------------------|
 EU0354
 EU0354                          SUPERSEDED SURVEY CONTROL
 EU0354
 EU0354  NAD 83(1992)-  34 24 38.99147(N)    115 20 44.28516(W) AD(1984.00) 3
 EU0354  NAD 83(1986)-  34 24 38.99540(N)    115 20 44.28840(W) AD(1984.00) 3
 EU0354  NGVD 29 (??/??/92)  271.484  (m)          890.69   (f) ADJ UNCH    1 1
 EU0354
 EU0354.Superseded values are not recommended for survey control.
 EU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0354.See file dsdata.txt to determine how the superseded data were derived.
 EU0354
 EU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU5204508950(NAD 83)
 EU0354_MARKER: P = PIPE CAP
 EU0354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0354_STAMPING: 10 C
 EU0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0354
 EU0354  HISTORY     - Date     Condition        Report By
 EU0354  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0354  HISTORY     - 1930     GOOD             MWDSC
 EU0354  HISTORY     - 1956     GOOD             USGS
 EU0354  HISTORY     - 1976     GOOD             NGS
 EU0354  HISTORY     - 1978     GOOD             NGS
 EU0354
 EU0354                          STATION DESCRIPTION
 EU0354
 EU0354'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0354'12 MI SE FROM CADIZ.
 EU0354'12.0 MILES SOUTHEAST ALONG THE PARKER CUT-OFF OF THE ATCHISON,
 EU0354'TOPEKA AND SANTA FE RAILWAY FROM CADIZ, SAN BERNARDINO COUNTY,
 EU0354'30 FEET SOUTH OF THE SECOND POLE NORTHWEST OF MILEPOST 178,
 EU0354'70 FEET SOUTH OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 EU0354'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0354'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN
 EU0354'CONCRETE.
 EU0354
 EU0354                          STATION RECOVERY (1956)
 EU0354
 EU0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0354'DESCRIBED IN NGS LEVEL LINE AS FOLLOWS.
 EU0354'
 EU0354'ABOUT 12.0 MI SE. ALONG PARKER CUT-OFF OF ATCHISON, TOPEKA AND
 EU0354'SANTA FE RR. FROM CADIZ.  ABOUT 30 FT S. OF SECOND POLE NW. OF
 EU0354'MILEPOST 178.  ABOUT 70 FT S. OF TRACK, ABOUT 2 FT LOWER THAN
 EU0354'TRACK.
 EU0354'
 EU0354'LOCATED 1.4 MI S. OF ARCHER, 70 FT SW. OF SANTA FE RR. TRACKS.
 EU0354'
 EU0354'STATION MARK--MWDSC COPPER BOLT STAMPED---10 C---, BRAZED TO 1-INCH
 EU0354'GALVANIZED IRON PIPE IN TOP OF CONCRETE POST.
 EU0354'
 EU0354'RM 1--COPPER NAIL AND WASHER CEMENTED IN TOP OF BURIED ROCK.
 EU0354'
 EU0354'RM 2--COPPER NAIL AND WASHER CEMENTED IN TOP OF BURIED ROCK.
 EU0354
 EU0354                          STATION RECOVERY (1976)
 EU0354
 EU0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0354'12.65 MILE SOUTHEAST ALONG THE PARKER CUT OFF OF THE SANTA FE RAILROAD
 EU0354'FROM THE STATION AT CADIZ, 0.5 MILE NORTHWEST OF MILEPOST 178, 68.5
 EU0354'FT. SOUTHWEST OF THE SOUTHWEST RAIL, 28 FT. NORTHEAST OF THE CENTER
 EU0354'LINE OF A DIM ROAD ALONG SIDE THE TRACK, 41.5 FT. WEST OF THE THIRD
 EU0354'TELEPHONE POLE NORTHWEST OF MILEPOST 178, ABOUT FASTENED ON TOP OF A
 EU0354'1 INCH IRON PIPE SET IN CONCRETE.
 EU0354
 EU0354                          STATION RECOVERY (1978)
 EU0354
 EU0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0610 ***********************************************************************
 DY0610  DESIGNATION -  10 CAHD
 DY0610  PID         -  DY0610
 DY0610  STATE/COUNTY-  CA/ORANGE
 DY0610  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0610
 DY0610                         *CURRENT SURVEY CONTROL
 DY0610  ___________________________________________________________________
 DY0610* NAD 83(1986)-  33 46 25.     (N)    118 05 04.     (W)     SCALED    
 DY0610* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 DY0610  ___________________________________________________________________
 DY0610  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0610
 DY0610.The horizontal coordinates were scaled from a topographic map and have
 DY0610.an estimated accuracy of +/- 6 seconds.
 DY0610
 DY0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0610.The vertical order pertains to the NGVD 29 superseded value.
 DY0610
 DY0610.The geoid height was determined by GEOID03.
 DY0610
 DY0610;                    North         East    Units  Estimated Accuracy
 DY0610;SPC CA 6     -   679,710.    1,830,090.      MT  (+/- 180 meters Scaled)
 DY0610
 DY0610                          SUPERSEDED SURVEY CONTROL
 DY0610
 DY0610  NGVD 29 (??/??/92)    2.05   (m)            6.7    (f) COMPUTED    1 2
 DY0610
 DY0610.Superseded values are not recommended for survey control.
 DY0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0610.See file dsdata.txt to determine how the superseded data were derived.
 DY0610
 DY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT995375(NAD 83)
 DY0610_MARKER: DD = SURVEY DISK
 DY0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0610+STABILITY: SURFACE MOTION
 DY0610
 DY0610  HISTORY     - Date     Condition        Report By
 DY0610  HISTORY     - UNK      MONUMENTED       CADH
 DY0610  HISTORY     - 1955     GOOD             NGS
 DY0610  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0610
 DY0610                          STATION DESCRIPTION
 DY0610
 DY0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0610'2 MI E FROM LONG BEACH.
 DY0610'2.0 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE AVENUE) FROM
 DY0610'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION
 DY0610'HOSPITAL AT LONG BEACH, 35.5 FEET SOUTH OF THE CENTER LINE OF THE
 DY0610'AVENUE, 4 1/2 FEET SOUTHEAST OF TELEPHONE POLE 168, 1.9 FEET WEST
 DY0610'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE AVENUE, 1.0 FOOT
 DY0610'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 DY0610
 DY0610                          STATION RECOVERY (1964)
 DY0610
 DY0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0617 ***********************************************************************
 KS0617  DESIGNATION -  10 CAHD
 KS0617  PID         -  KS0617
 KS0617  STATE/COUNTY-  CA/BUTTE
 KS0617  USGS QUAD   -  PULGA (1994)
 KS0617
 KS0617                         *CURRENT SURVEY CONTROL
 KS0617  ___________________________________________________________________
 KS0617* NAD 83(1986)-  39 46 01.     (N)    121 27 54.     (W)     SCALED    
 KS0617* NAVD 88     -       595.370  (meters)    1953.31   (feet)  ADJUSTED  
 KS0617  ___________________________________________________________________
 KS0617  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 KS0617  DYNAMIC HT  -         594.954 (meters)    1951.94  (feet)  COMP
 KS0617  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 KS0617
 KS0617  VERT ORDER  -  FIRST     CLASS II
 KS0617
 KS0617.The horizontal coordinates were scaled from a topographic map and have
 KS0617.an estimated accuracy of +/- 6 seconds.
 KS0617
 KS0617.The orthometric height was determined by differential leveling
 KS0617.and adjusted in June 1991.
 KS0617
 KS0617.The geoid height was determined by GEOID03.
 KS0617
 KS0617.The dynamic height is computed by dividing the NAVD 88
 KS0617.geopotential number by the normal gravity value computed on the
 KS0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0617.degrees latitude (g = 980.6199 gals.).
 KS0617
 KS0617.The modeled gravity was interpolated from observed gravity values.
 KS0617
 KS0617;                    North         East    Units  Estimated Accuracy
 KS0617;SPC CA 2     -   733,290.    2,045,840.      MT  (+/- 180 meters Scaled)
 KS0617
 KS0617                          SUPERSEDED SURVEY CONTROL
 KS0617
 KS0617  NGVD 29 (??/??/??)  594.600  (m)         1950.78   (f) ADJUSTED    1 2
 KS0617
 KS0617.Superseded values are not recommended for survey control.
 KS0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0617.See file dsdata.txt to determine how the superseded data were derived.
 KS0617
 KS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK314030(NAD 83)
 KS0617_MARKER: DD = SURVEY DISK
 KS0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0617_SP_SET: CULVERT
 KS0617_STAMPING: 1958.23 10
 KS0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0617+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS0617
 KS0617  HISTORY     - Date     Condition        Report By
 KS0617  HISTORY     - UNK      MONUMENTED       CADH
 KS0617  HISTORY     - 1952     GOOD             NGS
 KS0617  HISTORY     - 1974     GOOD             USGS
 KS0617  HISTORY     - 20040324 GOOD             CADT
 KS0617
 KS0617                          STATION DESCRIPTION
 KS0617
 KS0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0617'3.2 MI S FROM PULGA.
 KS0617'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0617'PULGA, THENCE 2.6 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE TOP
 KS0617'OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF HIGHWAY CULVERT
 KS0617'NO. C 167+28.8, 0.4 FOOT SOUTH OF THE END OF THE CULVERT, 18 1/2
 KS0617'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT HIGHER
 KS0617'THAN THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S.
 KS0617'HIGHWAY 40 ALTERNATE.  NOTE-- 1974 HIGHWAY 40 IS NOW STATE
 KS0617'HIGHWAY 70.
 KS0617
 KS0617                          STATION RECOVERY (1974)
 KS0617
 KS0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0617'RECOVERED IN GOOD CONDITION.
 KS0617
 KS0617                          STATION RECOVERY (2004)
 KS0617
 KS0617'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0511 ***********************************************************************
 HS0511  DESIGNATION -  10 CAHD
 HS0511  PID         -  HS0511
 HS0511  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0511  USGS QUAD   -  LATHROP (1987)
 HS0511
 HS0511                         *CURRENT SURVEY CONTROL
 HS0511  ___________________________________________________________________
 HS0511* NAD 83(1986)-  37 47 59.     (N)    121 18 00.     (W)     SCALED    
 HS0511* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 HS0511  ___________________________________________________________________
 HS0511  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HS0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS0511
 HS0511.The horizontal coordinates were scaled from a topographic map and have
 HS0511.an estimated accuracy of +/- 6 seconds.
 HS0511
 HS0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0511.The vertical order pertains to the NGVD 29 superseded value.
 HS0511
 HS0511.The geoid height was determined by GEOID03.
 HS0511
 HS0511;                    North         East    Units  Estimated Accuracy
 HS0511;SPC CA 3     -   644,550.    1,929,550.      MT  (+/- 180 meters Scaled)
 HS0511
 HS0511                          SUPERSEDED SURVEY CONTROL
 HS0511
 HS0511  NGVD 29 (??/??/92)    4.07   (m)           13.4    (f) COMPUTED    2 0
 HS0511
 HS0511.Superseded values are not recommended for survey control.
 HS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0511.See file dsdata.txt to determine how the superseded data were derived.
 HS0511
 HS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG496849(NAD 83)
 HS0511_MARKER: DD = SURVEY DISK
 HS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0511+STABILITY: SURFACE MOTION
 HS0511
 HS0511  HISTORY     - Date     Condition        Report By
 HS0511  HISTORY     - UNK      MONUMENTED       CADH
 HS0511  HISTORY     - 1959     GOOD             NGS
 HS0511
 HS0511                          STATION DESCRIPTION
 HS0511
 HS0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0511'6.2 MI S FROM FRENCH CAMP.
 HS0511'6.2 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 HS0511'OF MATHEWS ROAD AT FRENCH CAMP, AT AN ASPHALT CROSSOVER BETWEEN
 HS0511'THE EAST AND WEST TRAFFIC LANES OF THE HIGHWAY, 83 FEET
 HS0511'WEST-NORTHWEST OF THE CENTER LINE OF THE EAST-SOUTHEAST TRAFFIC
 HS0511'LANES, 35 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 HS0511'WEST-NORTHWEST TRAFFIC LANES, 55 FEET SOUTH-SOUTHWEST OF THE
 HS0511'CENTER LINE OF THE CROSSOVER, 1.4 FEET NORTH-NORTHEAST OF A
 HS0511'METAL STATION MARKER PAINTED MON 10, ABOUT 2 FEET LOWER THAN THE
 HS0511'WEST-NORTHWEST TRAFFIC LANES, AND SET IN THE TOP OF A CONCRETE
 HS0511'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0355 ***********************************************************************
 EU0355  DESIGNATION -  10 D MWDSC
 EU0355  PID         -  EU0355
 EU0355  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0355  USGS QUAD   -  CHUBBUCK (1985)
 EU0355
 EU0355                         *CURRENT SURVEY CONTROL
 EU0355  ___________________________________________________________________
 EU0355* NAD 83(1986)-  34 21 37.     (N)    115 16 57.     (W)     SCALED    
 EU0355* NAVD 88     -       309.64   (+/-2cm)    1015.9    (feet)  VERTCON   
 EU0355  ___________________________________________________________________
 EU0355  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EU0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0355
 EU0355.The horizontal coordinates were scaled from a topographic map and have
 EU0355.an estimated accuracy of +/- 6 seconds.
 EU0355
 EU0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0355.The vertical order pertains to the NGVD 29 superseded value.
 EU0355
 EU0355.The geoid height was determined by GEOID03.
 EU0355
 EU0355;                    North         East    Units  Estimated Accuracy
 EU0355;SPC CA 5     -   598,810.    2,249,950.      MT  (+/- 180 meters Scaled)
 EU0355
 EU0355                          SUPERSEDED SURVEY CONTROL
 EU0355
 EU0355  NGVD 29 (??/??/??)  308.989  (m)         1013.74   (f) ADJUSTED    1 2
 EU0355
 EU0355.Superseded values are not recommended for survey control.
 EU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0355.See file dsdata.txt to determine how the superseded data were derived.
 EU0355
 EU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU579034(NAD 83)
 EU0355_MARKER: P = PIPE CAP
 EU0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0355_STAMPING: 10 D
 EU0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0355
 EU0355  HISTORY     - Date     Condition        Report By
 EU0355  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0355  HISTORY     - 1930     GOOD             MWDSC
 EU0355  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0355
 EU0355                          STATION DESCRIPTION
 EU0355
 EU0355'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0355'17 MI SE FROM CADIZ.
 EU0355'17.0 MILES SOUTHEAST ALONG THE PARKER CUT-OFF OF THE ATCHISON,
 EU0355'TOPEKA AND SANTA FE RAILWAY FROM CADIZ, SAN BERNARDINO COUNTY,
 EU0355'200 FEET NORTHWEST OF THE STATION SIGN AT CHUBBUCK, 1-1/2 POLES
 EU0355'NORTHWEST OF MILEPOST 173, 30 FEET SOUTHWEST OF THE TRACK, AND
 EU0355'ABOUT 2 FEET HIGHER THAN THE TRACK.  A METROPOLITAN WATER DISTRICT
 EU0355'OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A
 EU0355'1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE.
 EU0355
 EU0355                          STATION RECOVERY (1976)
 EU0355
 EU0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0355'SEARCH WAS MADE FOR BM, BUT NOT RECOVERED, BELIEVED DESTROYED WHEN
 EU0355'ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5313 ***********************************************************************
 EW5313  DESIGNATION -  10 DF USFS
 EW5313  PID         -  EW5313
 EW5313  STATE/COUNTY-  CA/VENTURA
 EW5313  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5313
 EW5313                         *CURRENT SURVEY CONTROL
 EW5313  ___________________________________________________________________
 EW5313* NAD 83(1986)-  34 24 33.     (N)    119 05 00.     (W)     SCALED    
 EW5313* NAVD 88     -       236.914  (meters)     777.28   (feet)  READJUSTED
 EW5313  ___________________________________________________________________
 EW5313  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW5313  DYNAMIC HT  -         236.650 (meters)     776.41  (feet)  COMP
 EW5313  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 EW5313
 EW5313  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5313
 EW5313.The horizontal coordinates were scaled from a topographic map and have
 EW5313.an estimated accuracy of +/- 6 seconds.
 EW5313
 EW5313.The orthometric height was determined by differential leveling
 EW5313.and adjusted in February 1993.
 EW5313.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5313.distribution rate of 0.0 thru 1.0 mm/km.
 EW5313.The height was derived from older observations constrained to new
 EW5313.heights in a crustal motion area.  The height is approximate in
 EW5313.relation to other heights in its vicinity.
 EW5313
 EW5313.The geoid height was determined by GEOID03.
 EW5313
 EW5313.The dynamic height is computed by dividing the NAVD 88
 EW5313.geopotential number by the normal gravity value computed on the
 EW5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5313.degrees latitude (g = 980.6199 gals.).
 EW5313
 EW5313.The modeled gravity was interpolated from observed gravity values.
 EW5313
 EW5313;                    North         East    Units  Estimated Accuracy
 EW5313;SPC CA 5     -   601,390.    1,900,410.      MT  (+/- 180 meters Scaled)
 EW5313
 EW5313                          SUPERSEDED SURVEY CONTROL
 EW5313
 EW5313  NGVD 29 (??/??/92)  236.121  (m)          774.67   (f) ADJ UNCH    1 1
 EW5313
 EW5313.Superseded values are not recommended for survey control.
 EW5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5313.See file dsdata.txt to determine how the superseded data were derived.
 EW5313
 EW5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU085094(NAD 83)
 EW5313_MARKER: DD = SURVEY DISK
 EW5313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5313_SP_SET: WALL
 EW5313_STAMPING: 10 DF 1948-775
 EW5313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5313
 EW5313  HISTORY     - Date     Condition        Report By
 EW5313  HISTORY     - 1948     MONUMENTED       USFS
 EW5313  HISTORY     - 1969     GOOD             CA-111
 EW5313  HISTORY     - 1977     GOOD             NGS
 EW5313
 EW5313                          STATION DESCRIPTION
 EW5313
 EW5313'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5313'4.1 MI N FROM SANTA PAULA.
 EW5313'4.1 MILES NORTH OF, AT STECKEL PARK, AT ROAD OPENING IN STONE
 EW5313'FENCE, 125 FEET EAST AND 2 FEET LOWER THAN T JUNCTION OF N-S
 EW5313'HIGHWAY, AND ROAD E IN PARK, AT THE WEST SIDE OF AN OVAL CEMENTED
 EW5313'STONEWALL ABOUT 10 INCHES HIGH AROUND A GARDEN, 5 FEET SOUTH
 EW5313'OF A SIGN BOARD, ON TOP OF WALL SET IN CONCRETE, STANDARD
 EW5313'TABLET STAMPED 10 DF 1948 - 775.
 EW5313
 EW5313                          STATION RECOVERY (1977)
 EW5313
 EW5313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0975 ***********************************************************************
 HR0975  DESIGNATION -  10 DOR
 HR0975  PID         -  HR0975
 HR0975  STATE/COUNTY-  CA/MONO
 HR0975  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0975
 HR0975                         *CURRENT SURVEY CONTROL
 HR0975  ___________________________________________________________________
 HR0975* NAD 83(1986)-  37 37 58.     (N)    118 52 34.     (W)     SCALED    
 HR0975* NAVD 88     -      2176.009  (meters)    7139.12   (feet)  ADJUSTED  
 HR0975  ___________________________________________________________________
 HR0975  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HR0975  DYNAMIC HT  -        2173.217 (meters)    7129.96  (feet)  COMP
 HR0975  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 HR0975
 HR0975  VERT ORDER  -  FIRST     CLASS I
 HR0975
 HR0975.The horizontal coordinates were scaled from a topographic map and have
 HR0975.an estimated accuracy of +/- 6 seconds.
 HR0975
 HR0975.The orthometric height was determined by differential leveling
 HR0975.and adjusted in June 1991.
 HR0975
 HR0975.The geoid height was determined by GEOID03.
 HR0975
 HR0975.The dynamic height is computed by dividing the NAVD 88
 HR0975.geopotential number by the normal gravity value computed on the
 HR0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0975.degrees latitude (g = 980.6199 gals.).
 HR0975
 HR0975.The modeled gravity was interpolated from observed gravity values.
 HR0975
 HR0975;                    North         East    Units  Estimated Accuracy
 HR0975;SPC CA 3     -   626,960.    2,143,320.      MT  (+/- 180 meters Scaled)
 HR0975
 HR0975                          SUPERSEDED SURVEY CONTROL
 HR0975
 HR0975.No superseded survey control is available for this station.
 HR0975
 HR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB344667(NAD 83)
 HR0975_MARKER: DD = SURVEY DISK
 HR0975_SETTING: 66 = SET IN ROCK OUTCROP
 HR0975_SP_SET: IN A DRILL HOLE IN BEDROCK
 HR0975_STAMPING: 10 DOR 1975
 HR0975_MARK LOGO: USGS  
 HR0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0975+STABILITY: POSITION/ELEVATION WELL
 HR0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0975+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0975
 HR0975  HISTORY     - Date     Condition        Report By
 HR0975  HISTORY     - 1975     MONUMENTED       USGS
 HR0975  HISTORY     - 1985     GOOD             USGS
 HR0975  HISTORY     - 1986     GOOD             NGS
 HR0975  HISTORY     - 1987     GOOD             NGS
 HR0975  HISTORY     - 19881009 GOOD             NGS
 HR0975
 HR0975                          STATION DESCRIPTION
 HR0975
 HR0975'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0975'RECOVERED IN GOOD CONDITION.
 HR0975
 HR0975                          STATION RECOVERY (1986)
 HR0975
 HR0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0975'8.8 KM (5.45 MI) SE FROM MAMMOTH LAKES.
 HR0975'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0975'MAMMOTH LAKES, THENCE 3.79 KM (2.36 MI) SOUTHEAST ALONG US HIGHWAY
 HR0975'395, IN THE CENTER OF THE MEDIAN, AT THE NORTHWEST END OF A CUT, IN
 HR0975'TOP OF A 2- BY 2-FOOT PORTION OF LAVA OUTCROP PROJECTING 2-INCHES
 HR0975'ABOVE THE SURFACE OF THE GROUND, 65.0 METERS (213 FT) SOUTHEAST OF
 HR0975'MILEPOST 23.50 AND 16.0 METERS (52 FT) NORTHEAST OF THE CENTER OF THE
 HR0975'SOUTH BOUND LANES.
 HR0975'THE MARK IS 1.2 METERS  SE FROM  A WITNESS POST
 HR0975'THE MARK IS 0.6 M BELOW THE SOUTH BOUND LANES.
 HR0975
 HR0975                          STATION RECOVERY (1987)
 HR0975
 HR0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0975'RECOVERED IN GOOD CONDITION.
 HR0975
 HR0975                          STATION RECOVERY (1988)
 HR0975
 HR0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0356 ***********************************************************************
 EU0356  DESIGNATION -  10 E MWDSC
 EU0356  PID         -  EU0356
 EU0356  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0356  USGS QUAD   -  CHUBBUCK (1985)
 EU0356
 EU0356                         *CURRENT SURVEY CONTROL
 EU0356  ___________________________________________________________________
 EU0356* NAD 83(1986)-  34 20 00.     (N)    115 15 45.     (W)     SCALED    
 EU0356* NAVD 88     -       287.465  (meters)     943.12   (feet)  ADJUSTED  
 EU0356  ___________________________________________________________________
 EU0356  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EU0356  DYNAMIC HT  -         287.155 (meters)     942.11  (feet)  COMP
 EU0356  MODELED GRAV-     979,551.1   (mgal)                       NAVD 88
 EU0356  OBS GRAVITY -     979,546.5   (mgal)                       GRAV_OBS
 EU0356
 EU0356  VERT ORDER  -  FIRST     CLASS I
 EU0356
 EU0356.The horizontal coordinates were scaled from a topographic map and have
 EU0356.an estimated accuracy of +/- 6 seconds.
 EU0356
 EU0356.The orthometric height was determined by differential leveling
 EU0356.and adjusted in June 1991.
 EU0356
 EU0356.The geoid height was determined by GEOID03.
 EU0356
 EU0356.The dynamic height is computed by dividing the NAVD 88
 EU0356.geopotential number by the normal gravity value computed on the
 EU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0356.degrees latitude (g = 980.6199 gals.).
 EU0356
 EU0356.The modeled gravity was interpolated from observed gravity values.
 EU0356.The observed gravity was obtained from relative gravimeter ties
 EU0356.to the IGSN71 gravity network.
 EU0356
 EU0356;                    North         East    Units  Estimated Accuracy
 EU0356;SPC CA 5     -   595,870.    2,251,870.      MT  (+/- 180 meters Scaled)
 EU0356
 EU0356                          SUPERSEDED SURVEY CONTROL
 EU0356
 EU0356  NGVD 29 (??/??/92)  286.814  (m)          940.99   (f) ADJ UNCH    1 1
 EU0356
 EU0356.Superseded values are not recommended for survey control.
 EU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0356.See file dsdata.txt to determine how the superseded data were derived.
 EU0356
 EU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU598004(NAD 83)
 EU0356_MARKER: Q = CHISELED SQUARE
 EU0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0356_SP_SET: ABUTMENT
 EU0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0356
 EU0356  HISTORY     - Date     Condition        Report By
 EU0356  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0356  HISTORY     - 1930     GOOD             MWDSC
 EU0356  HISTORY     - 1976     GOOD             NGS
 EU0356  HISTORY     - 1978     GOOD             NGS
 EU0356
 EU0356                          STATION DESCRIPTION
 EU0356
 EU0356'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0356'19.2 MI SE FROM CADIZ.
 EU0356'ABOUT 19-1/4 MILES SOUTHEAST ALONG THE PARKER CUT-OFF OF THE
 EU0356'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM CADIZ, SAN BERNARDINO
 EU0356'COUNTY, ABOUT 1-1/2 MILES SOUTHEAST OF THE STATION AT CHUBBUCK,
 EU0356'6-1/2 POLES SOUTHEAST OF MILEPOST 171, AT BRIDGE 170 B, AND ON
 EU0356'THE WEST END OF THE NORTH CONCRETE ABUTMENT.  AN OUTLINED SQUARE.
 EU0356
 EU0356                          STATION RECOVERY (1976)
 EU0356
 EU0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0356'20.05 MILES SOUTHEAST ALONG THE PARKER CUT OFF OF THE SANTA FE
 EU0356'RAILROAD FROM THE STATION AT CADIZ, 0.2 MILE SOUTHEAST OF MILEPOST
 EU0356'171, A CHISELED SQUARE IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 EU0356'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 170 8, 7 FT. SOUTHWEST OF
 EU0356'THE SOUTHWEST RAIL .
 EU0356
 EU0356                          STATION RECOVERY (1978)
 EU0356
 EU0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0172 ***********************************************************************
 HT0172  DESIGNATION -  10 EBMUD
 HT0172  PID         -  HT0172
 HT0172  STATE/COUNTY-  CA/CONTRA COSTA
 HT0172  USGS QUAD   -  OAKLAND EAST (1997)
 HT0172
 HT0172                         *CURRENT SURVEY CONTROL
 HT0172  ___________________________________________________________________
 HT0172* NAD 83(1986)-  37 49 48.     (N)    122 09 57.     (W)     SCALED    
 HT0172* NAVD 88     -       191.97   (+/-2cm)     629.8    (feet)  VERTCON   
 HT0172  ___________________________________________________________________
 HT0172  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HT0172  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0172
 HT0172.The horizontal coordinates were scaled from a topographic map and have
 HT0172.an estimated accuracy of +/- 6 seconds.
 HT0172
 HT0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0172.The vertical order pertains to the NGVD 29 superseded value.
 HT0172
 HT0172.The geoid height was determined by GEOID03.
 HT0172
 HT0172;                    North         East    Units  Estimated Accuracy
 HT0172;SPC CA 3     -   648,910.    1,853,370.      MT  (+/- 180 meters Scaled)
 HT0172
 HT0172                          SUPERSEDED SURVEY CONTROL
 HT0172
 HT0172  NGVD 29 (??/??/92)  191.112  (m)          627.01   (f) ADJ UNCH    1 2
 HT0172
 HT0172.Superseded values are not recommended for survey control.
 HT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0172.See file dsdata.txt to determine how the superseded data were derived.
 HT0172
 HT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG734872(NAD 83)
 HT0172_MARKER: DD = SURVEY DISK
 HT0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0172+STABILITY: SURFACE MOTION
 HT0172
 HT0172  HISTORY     - Date     Condition        Report By
 HT0172  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0172  HISTORY     - 1962     GOOD             NGS
 HT0172
 HT0172                          STATION DESCRIPTION
 HT0172
 HT0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT0172'3.4 MI W FROM MORAGA.
 HT0172'1.9 MILES SOUTHWEST ALONG CANYON ROAD FROM THE POST OFFICE
 HT0172'AT MORAGA, THENCE 1.5 MILES NORTHWEST ALONG PINEHURST ROAD, 118
 HT0172'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE CANYON STORE,
 HT0172'40.7 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 27.2 FEET
 HT0172'WEST OF BENCH MARK T 571 (EBMUD), 13.7 FEET SOUTHWEST OF A
 HT0172'FENCE LINE, 1.0 FOOT NORTHEAST OF A WOODEN WITNESS POST, AND
 HT0172'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0986 ***********************************************************************
 HR0986  DESIGNATION -  10 EGE
 HR0986  PID         -  HR0986
 HR0986  STATE/COUNTY-  CA/MONO
 HR0986  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0986
 HR0986                         *CURRENT SURVEY CONTROL
 HR0986  ___________________________________________________________________
 HR0986* NAD 83(1986)-  37 38 25.     (N)    118 54 04.     (W)     SCALED    
 HR0986* NAVD 88     -      2194.580  (meters)    7200.05   (feet)  ADJUSTED  
 HR0986  ___________________________________________________________________
 HR0986  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HR0986  DYNAMIC HT  -        2191.741 (meters)    7190.74  (feet)  COMP
 HR0986  MODELED GRAV-     979,258.3   (mgal)                       NAVD 88
 HR0986
 HR0986  VERT ORDER  -  FIRST     CLASS I
 HR0986
 HR0986.The horizontal coordinates were scaled from a topographic map and have
 HR0986.an estimated accuracy of +/- 6 seconds.
 HR0986
 HR0986.The orthometric height was determined by differential leveling
 HR0986.and adjusted in June 1991.
 HR0986
 HR0986.The geoid height was determined by GEOID03.
 HR0986
 HR0986.The dynamic height is computed by dividing the NAVD 88
 HR0986.geopotential number by the normal gravity value computed on the
 HR0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0986.degrees latitude (g = 980.6199 gals.).
 HR0986
 HR0986.The modeled gravity was interpolated from observed gravity values.
 HR0986
 HR0986;                    North         East    Units  Estimated Accuracy
 HR0986;SPC CA 3     -   627,750.    2,141,100.      MT  (+/- 180 meters Scaled)
 HR0986
 HR0986                          SUPERSEDED SURVEY CONTROL
 HR0986
 HR0986.No superseded survey control is available for this station.
 HR0986
 HR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB322676(NAD 83)
 HR0986_MARKER: DD = SURVEY DISK
 HR0986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HR0986_SP_SET: HEADWALL
 HR0986_STAMPING: 10 EGE 1983
 HR0986_MARK LOGO: USGS  
 HR0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0986+STABILITY: SURFACE MOTION
 HR0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0986+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0986
 HR0986  HISTORY     - Date     Condition        Report By
 HR0986  HISTORY     - 1983     MONUMENTED       USGS
 HR0986  HISTORY     - 1985     GOOD             USGS
 HR0986  HISTORY     - 1986     GOOD             NGS
 HR0986  HISTORY     - 1987     GOOD             NGS
 HR0986  HISTORY     - 19881009 GOOD             NGS
 HR0986
 HR0986                          STATION DESCRIPTION
 HR0986
 HR0986'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0986'RECOVERED IN GOOD CONDITION.
 HR0986
 HR0986                          STATION RECOVERY (1986)
 HR0986
 HR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0986'6.5 KM (4.05 MI) SE FROM MAMMOTH LAKES.
 HR0986'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0986'MAMMOTH LAKES, THENCE 0.84 KM (0.52 MI) SOUTHEAST ALONG OLD US HIGHWAY
 HR0986'395, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL FOR A SMALL
 HR0986'BRIDGE OVER MAMMOTH CREEK AND 5.3 METERS (71.4 FT) SOUTHWEST OF THE
 HR0986'CENTER OF THE HIGHWAY.
 HR0986'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 HR0986
 HR0986                          STATION RECOVERY (1987)
 HR0986
 HR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0986'RECOVERED IN GOOD CONDITION.
 HR0986
 HR0986                          STATION RECOVERY (1988)
 HR0986
 HR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4304 ***********************************************************************
 EW4304  DESIGNATION -  10 F 20 C OF LA
 EW4304  PID         -  EW4304
 EW4304  STATE/COUNTY-  CA/LOS ANGELES
 EW4304  USGS QUAD   -  CANOGA PARK (1967)
 EW4304
 EW4304                         *CURRENT SURVEY CONTROL
 EW4304  ___________________________________________________________________
 EW4304* NAD 83(1986)-  34 10 22.     (N)    118 33 45.     (W)     SCALED    
 EW4304* NAVD 88     -       254.06   (+/-2cm)     833.5    (feet)  VERTCON   
 EW4304  ___________________________________________________________________
 EW4304  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4304  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4304
 EW4304.The horizontal coordinates were scaled from a topographic map and have
 EW4304.an estimated accuracy of +/- 6 seconds.
 EW4304
 EW4304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4304.The vertical order pertains to the NGVD 29 superseded value.
 EW4304
 EW4304.The geoid height was determined by GEOID03.
 EW4304
 EW4304;                    North         East    Units  Estimated Accuracy
 EW4304;SPC CA 5     -   574,770.    1,948,140.      MT  (+/- 180 meters Scaled)
 EW4304
 EW4304                          SUPERSEDED SURVEY CONTROL
 EW4304
 EW4304  NGVD 29 (??/??/92)  253.27   (m)          830.9    (f) COMPUTED    1 1
 EW4304
 EW4304.Superseded values are not recommended for survey control.
 EW4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4304.See file dsdata.txt to determine how the superseded data were derived.
 EW4304
 EW4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT559824(NAD 83)
 EW4304_MARKER: Z = SEE DESCRIPTION
 EW4304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4304+STABILITY: SURFACE MOTION
 EW4304
 EW4304  HISTORY     - Date     Condition        Report By
 EW4304  HISTORY     - UNK      MONUMENTED       CA1980
 EW4304  HISTORY     - 1968     GOOD             CA1980
 EW4304
 EW4304                          STATION DESCRIPTION
 EW4304
 EW4304'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4304'AT LOS ANGELES.
 EW4304'STANDARD TRAVERSE MONUMENT RESEDA E-4B, 10-F-20, ON THE CENTER
 EW4304'LINE OF CORBIN AVENUE, 13.18 FEET NORTH OF THE CENTER LINE OF
 EW4304'VENTURA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4303 ***********************************************************************
 EW4303  DESIGNATION -  10 F 21 C OF LA
 EW4303  PID         -  EW4303
 EW4303  STATE/COUNTY-  CA/LOS ANGELES
 EW4303  USGS QUAD   -  CANOGA PARK (1967)
 EW4303
 EW4303                         *CURRENT SURVEY CONTROL
 EW4303  ___________________________________________________________________
 EW4303* NAD 83(1986)-  34 10 23.     (N)    118 33 28.     (W)     SCALED    
 EW4303* NAVD 88     -       248.21   (+/-2cm)     814.3    (feet)  VERTCON   
 EW4303  ___________________________________________________________________
 EW4303  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4303  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4303
 EW4303.The horizontal coordinates were scaled from a topographic map and have
 EW4303.an estimated accuracy of +/- 6 seconds.
 EW4303
 EW4303.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4303.The vertical order pertains to the NGVD 29 superseded value.
 EW4303
 EW4303.The geoid height was determined by GEOID03.
 EW4303
 EW4303;                    North         East    Units  Estimated Accuracy
 EW4303;SPC CA 5     -   574,800.    1,948,580.      MT  (+/- 180 meters Scaled)
 EW4303
 EW4303                          SUPERSEDED SURVEY CONTROL
 EW4303
 EW4303  NGVD 29 (??/??/92)  247.42   (m)          811.7    (f) COMPUTED    1 1
 EW4303
 EW4303.Superseded values are not recommended for survey control.
 EW4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4303.See file dsdata.txt to determine how the superseded data were derived.
 EW4303
 EW4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT564824(NAD 83)
 EW4303_MARKER: Z = SEE DESCRIPTION
 EW4303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4303_STAMPING: 10-F-21 1941
 EW4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4303+STABILITY: SURFACE MOTION
 EW4303
 EW4303  HISTORY     - Date     Condition        Report By
 EW4303  HISTORY     - 1941     MONUMENTED       CA1980
 EW4303  HISTORY     - 1968     GOOD             CA1980
 EW4303
 EW4303                          STATION DESCRIPTION
 EW4303
 EW4303'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4303'AT LOS ANGELES.
 EW4303'STANDARD TRAVERSE MONUMENT RESEDA F-4B, STAMPED 10-F-21 1941,
 EW4303'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND
 EW4303'SHIRLEY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0357 ***********************************************************************
 EU0357  DESIGNATION -  10 F MWDSC
 EU0357  PID         -  EU0357
 EU0357  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0357  USGS QUAD   -  MILLIGAN (1985)
 EU0357
 EU0357                         *CURRENT SURVEY CONTROL
 EU0357  ___________________________________________________________________
 EU0357* NAD 83(1986)-  34 18 12.     (N)    115 13 55.     (W)     SCALED    
 EU0357* NAVD 88     -       262.002  (meters)     859.58   (feet)  ADJUSTED  
 EU0357  ___________________________________________________________________
 EU0357  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EU0357  DYNAMIC HT  -         261.720 (meters)     858.66  (feet)  COMP
 EU0357  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 EU0357
 EU0357  VERT ORDER  -  FIRST     CLASS I
 EU0357
 EU0357.The horizontal coordinates were scaled from a topographic map and have
 EU0357.an estimated accuracy of +/- 6 seconds.
 EU0357
 EU0357.The orthometric height was determined by differential leveling
 EU0357.and adjusted in June 1991.
 EU0357
 EU0357.The geoid height was determined by GEOID03.
 EU0357
 EU0357.The dynamic height is computed by dividing the NAVD 88
 EU0357.geopotential number by the normal gravity value computed on the
 EU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0357.degrees latitude (g = 980.6199 gals.).
 EU0357
 EU0357.The modeled gravity was interpolated from observed gravity values.
 EU0357
 EU0357;                    North         East    Units  Estimated Accuracy
 EU0357;SPC CA 5     -   592,620.    2,254,770.      MT  (+/- 180 meters Scaled)
 EU0357
 EU0357                          SUPERSEDED SURVEY CONTROL
 EU0357
 EU0357  NGVD 29 (??/??/92)  261.351  (m)          857.45   (f) ADJ UNCH    1 1
 EU0357
 EU0357.Superseded values are not recommended for survey control.
 EU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0357.See file dsdata.txt to determine how the superseded data were derived.
 EU0357
 EU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT627972(NAD 83)
 EU0357_MARKER: P = PIPE CAP
 EU0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0357_STAMPING: 10 F
 EU0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0357
 EU0357  HISTORY     - Date     Condition        Report By
 EU0357  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0357  HISTORY     - 1930     GOOD             MWDSC
 EU0357  HISTORY     - 1976     GOOD             NGS
 EU0357  HISTORY     - 1978     GOOD             NGS
 EU0357
 EU0357                          STATION DESCRIPTION
 EU0357
 EU0357'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0357'21.8 MI SE FROM CADIZ.
 EU0357'ABOUT 21-3/4 MILES SOUTHEAST ALONG THE PARKER CUT-OFF OF THE
 EU0357'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM CADIZ, SAN BERNARDINO
 EU0357'COUNTY, ABOUT 4-1/2 MILES SOUTHEAST OF THE STATION AT CHUBBUCK,
 EU0357'4-1/2 POLES NORTHWEST OF MILEPOST 168, 75 FEET SOUTHWEST OF THE
 EU0357'TRACK, 15 FEET SOUTHWEST OF A DIRT ROAD, AND ABOUT 2 FEET LOWER
 EU0357'THAN THE TRACK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0357'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0357'GALVANIZED-IRON PIPE SET IN CONCRETE.
 EU0357
 EU0357                          STATION RECOVERY (1976)
 EU0357
 EU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0357'22.75 MILES SOUTHEAST ALONG THE PARKER CUT OFF OF THE SANTA FE
 EU0357'RAILROAD FROM THE STATION AT CADIZ, 0.15 MILE NORTHWEST OF MILEPOST
 EU0357'168, 64 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 16 FT. SOUTHWEST OF THE
 EU0357'CENTERLINE OF A ROAD ALONG SIDE THE TRACK, 80.5 FT. SOUTH AND ACROSS
 EU0357'ROAD FROM A TELEPHONE POLE, 109 FT. WEST AND ACROSS ROAD FROM A
 EU0357'TELEPHONE POLE, A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE SET IN
 EU0357'CONCRETE AND PROJECTING 0.4 FT. ABOVE GROUND.
 EU0357
 EU0357                          STATION RECOVERY (1978)
 EU0357
 EU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2267 ***********************************************************************
 EV2267  DESIGNATION -  10 FMK
 EV2267  PID         -  EV2267
 EV2267  STATE/COUNTY-  CA/KERN
 EV2267  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2267
 EV2267                         *CURRENT SURVEY CONTROL
 EV2267  ___________________________________________________________________
 EV2267* NAD 83(1986)-  34 59 54.     (N)    117 41 05.     (W)     SCALED    
 EV2267* NAVD 88     -       743.110  (meters)    2438.02   (feet)  ADJUSTED  
 EV2267  ___________________________________________________________________
 EV2267  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2267  DYNAMIC HT  -         742.276 (meters)    2435.28  (feet)  COMP
 EV2267  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 EV2267
 EV2267  VERT ORDER  -  FIRST     CLASS I
 EV2267
 EV2267.The horizontal coordinates were scaled from a topographic map and have
 EV2267.an estimated accuracy of +/- 6 seconds.
 EV2267
 EV2267.The orthometric height was determined by differential leveling
 EV2267.and adjusted in June 1991.
 EV2267
 EV2267.The geoid height was determined by GEOID03.
 EV2267
 EV2267.The dynamic height is computed by dividing the NAVD 88
 EV2267.geopotential number by the normal gravity value computed on the
 EV2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2267.degrees latitude (g = 980.6199 gals.).
 EV2267
 EV2267.The modeled gravity was interpolated from observed gravity values.
 EV2267
 EV2267;                    North         East    Units  Estimated Accuracy
 EV2267;SPC CA 5     -   666,250.    2,028,780.      MT  (+/- 180 meters Scaled)
 EV2267
 EV2267                          SUPERSEDED SURVEY CONTROL
 EV2267
 EV2267  NGVD 29 (??/??/92)  742.311  (m)         2435.40   (f) ADJ UNCH    1 1
 EV2267
 EV2267.Superseded values are not recommended for survey control.
 EV2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2267.See file dsdata.txt to determine how the superseded data were derived.
 EV2267
 EV2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU375730(NAD 83)
 EV2267_MARKER: DD = SURVEY DISK
 EV2267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2267_SP_SET: 10 FEET
 EV2267_STAMPING: 10 FMK 1973
 EV2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2267
 EV2267  HISTORY     - Date     Condition        Report By
 EV2267  HISTORY     - 1973     MONUMENTED       USGS
 EV2267  HISTORY     - 1974     GOOD             NGS
 EV2267  HISTORY     - 1977     GOOD             NGS
 EV2267
 EV2267                          STATION DESCRIPTION
 EV2267
 EV2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2267'1.8 MI W FROM BORON.
 EV2267'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2267'FROM THE STATION AT BORON, THENCE 0.8 MILE SOUTHWEST ALONG
 EV2267'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 0.2 MILE
 EV2267'NORTHEAST OF BENCH MARK U 1140, 5 POLES NORTHEAST OF MILEPOLE
 EV2267'786, 44/8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET
 EV2267'EAST OF TELEPHONE POLE 195-29, 41 FEET NORTHWEST OF THE CENTER
 EV2267'LINE OF A BLADED ROAD, 1.2 FEET SOUTHWEST OF A WITNESS POST,
 EV2267'ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER
 EV2267'COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER PORTION OF
 EV2267'THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2
 EV2267'FOOT ABOVE THE GROUND.  SECTION 1, T 10N, R8W
 EV2267
 EV2267                          STATION RECOVERY (1977)
 EV2267
 EV2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4298 ***********************************************************************
 EW4298  DESIGNATION -  10 G 21 C OF LA
 EW4298  PID         -  EW4298
 EW4298  STATE/COUNTY-  CA/LOS ANGELES
 EW4298  USGS QUAD   -  CANOGA PARK (1967)
 EW4298
 EW4298                         *CURRENT SURVEY CONTROL
 EW4298  ___________________________________________________________________
 EW4298* NAD 83(1986)-  34 10 20.     (N)    118 32 48.     (W)     SCALED    
 EW4298* NAVD 88     -       243.24   (+/-2cm)     798.0    (feet)  VERTCON   
 EW4298  ___________________________________________________________________
 EW4298  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4298  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4298
 EW4298.The horizontal coordinates were scaled from a topographic map and have
 EW4298.an estimated accuracy of +/- 6 seconds.
 EW4298
 EW4298.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4298.The vertical order pertains to the NGVD 29 superseded value.
 EW4298
 EW4298.The geoid height was determined by GEOID03.
 EW4298
 EW4298;                    North         East    Units  Estimated Accuracy
 EW4298;SPC CA 5     -   574,700.    1,949,600.      MT  (+/- 180 meters Scaled)
 EW4298
 EW4298                          SUPERSEDED SURVEY CONTROL
 EW4298
 EW4298  NGVD 29 (??/??/92)  242.46   (m)          795.5    (f) COMPUTED    1 1
 EW4298
 EW4298.Superseded values are not recommended for survey control.
 EW4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4298.See file dsdata.txt to determine how the superseded data were derived.
 EW4298
 EW4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT574823(NAD 83)
 EW4298_MARKER: Z = SEE DESCRIPTION
 EW4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4298_STAMPING: 10-G-21 1941
 EW4298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4298+STABILITY: SURFACE MOTION
 EW4298
 EW4298  HISTORY     - Date     Condition        Report By
 EW4298  HISTORY     - 1941     MONUMENTED       CA1980
 EW4298  HISTORY     - 1968     GOOD             CA1980
 EW4298
 EW4298                          STATION DESCRIPTION
 EW4298
 EW4298'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4298'AT LOS ANGELES.
 EW4298'STANDARD TRAVERSE MONUMENT RESEDA G-4C, STAMPED 10-G-21 1941,
 EW4298'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND TOPEKA DRIVE
 EW4298'TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4301 ***********************************************************************
 EW4301  DESIGNATION -  10 G 28 C OF LA
 EW4301  PID         -  EW4301
 EW4301  STATE/COUNTY-  CA/LOS ANGELES
 EW4301  USGS QUAD   -  CANOGA PARK (1967)
 EW4301
 EW4301                         *CURRENT SURVEY CONTROL
 EW4301  ___________________________________________________________________
 EW4301* NAD 83(1986)-  34 10 23.     (N)    118 33 13.     (W)     SCALED    
 EW4301* NAVD 88     -       240.85   (+/-2cm)     790.2    (feet)  VERTCON   
 EW4301  ___________________________________________________________________
 EW4301  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4301  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4301
 EW4301.The horizontal coordinates were scaled from a topographic map and have
 EW4301.an estimated accuracy of +/- 6 seconds.
 EW4301
 EW4301.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4301.The vertical order pertains to the NGVD 29 superseded value.
 EW4301
 EW4301.The geoid height was determined by GEOID03.
 EW4301
 EW4301;                    North         East    Units  Estimated Accuracy
 EW4301;SPC CA 5     -   574,800.    1,948,960.      MT  (+/- 180 meters Scaled)
 EW4301
 EW4301                          SUPERSEDED SURVEY CONTROL
 EW4301
 EW4301  NGVD 29 (??/??/92)  240.06   (m)          787.6    (f) COMPUTED    1 1
 EW4301
 EW4301.Superseded values are not recommended for survey control.
 EW4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4301.See file dsdata.txt to determine how the superseded data were derived.
 EW4301
 EW4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT568824(NAD 83)
 EW4301_MARKER: Z = SEE DESCRIPTION
 EW4301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4301_STAMPING: 10-G-28 1940
 EW4301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4301+STABILITY: SURFACE MOTION
 EW4301
 EW4301  HISTORY     - Date     Condition        Report By
 EW4301  HISTORY     - 1940     MONUMENTED       CA1980
 EW4301  HISTORY     - 1968     GOOD             CA1980
 EW4301
 EW4301                          STATION DESCRIPTION
 EW4301
 EW4301'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4301'AT LOS ANGELES.
 EW4301'STANDARD TRAVERSE MONUMENT RESEDA F-4C, STAMPED 10-G-28 1940,
 EW4301'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND TAMPA
 EW4301'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0358 ***********************************************************************
 EU0358  DESIGNATION -  10 G MWDSC
 EU0358  PID         -  EU0358
 EU0358  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0358  USGS QUAD   -  MILLIGAN (1985)
 EU0358
 EU0358                         *CURRENT SURVEY CONTROL
 EU0358  ___________________________________________________________________
 EU0358* NAD 83(1986)-  34 16 36.     (N)    115 10 11.     (W)     SCALED    
 EU0358* NAVD 88     -       224.770  (meters)     737.43   (feet)  ADJUSTED  
 EU0358  ___________________________________________________________________
 EU0358  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EU0358  DYNAMIC HT  -         224.528 (meters)     736.64  (feet)  COMP
 EU0358  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 EU0358  OBS GRAVITY -     979,557.1   (mgal)                       GRAV_OBS
 EU0358
 EU0358  VERT ORDER  -  FIRST     CLASS I
 EU0358
 EU0358.The horizontal coordinates were scaled from a topographic map and have
 EU0358.an estimated accuracy of +/- 6 seconds.
 EU0358
 EU0358.The orthometric height was determined by differential leveling
 EU0358.and adjusted in June 1991.
 EU0358
 EU0358.The geoid height was determined by GEOID03.
 EU0358
 EU0358.The dynamic height is computed by dividing the NAVD 88
 EU0358.geopotential number by the normal gravity value computed on the
 EU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0358.degrees latitude (g = 980.6199 gals.).
 EU0358
 EU0358.The modeled gravity was interpolated from observed gravity values.
 EU0358.The observed gravity was obtained from relative gravimeter ties
 EU0358.to the IGSN71 gravity network.
 EU0358
 EU0358;                    North         East    Units  Estimated Accuracy
 EU0358;SPC CA 5     -   589,820.    2,260,580.      MT  (+/- 180 meters Scaled)
 EU0358
 EU0358                          SUPERSEDED SURVEY CONTROL
 EU0358
 EU0358  NGVD 29 (??/??/92)  224.122  (m)          735.31   (f) ADJ UNCH    1 1
 EU0358
 EU0358.Superseded values are not recommended for survey control.
 EU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0358.See file dsdata.txt to determine how the superseded data were derived.
 EU0358
 EU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT684943(NAD 83)
 EU0358_MARKER: P = PIPE CAP
 EU0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0358_STAMPING: 10 G
 EU0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0358
 EU0358  HISTORY     - Date     Condition        Report By
 EU0358  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0358  HISTORY     - 1930     GOOD             MWDSC
 EU0358  HISTORY     - 1976     GOOD             NGS
 EU0358  HISTORY     - 1978     GOOD             NGS
 EU0358
 EU0358                          STATION DESCRIPTION
 EU0358
 EU0358'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0358'23.5 MI NW FROM RICE.
 EU0358'ABOUT 23-1/2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND
 EU0358'SANTA FE RAILWAY FROM RICE, SAN BERNARDINO COUNTY, NEAR THE
 EU0358'STATION AT MILLIGAN, 36 FEET WEST OF MILEPOST 164, 75 FEET SOUTH
 EU0358'OF THE TRACK, ABOUT 4 FEET LOWER THAN THE TRACK, AND 1/2 FOOT
 EU0358'ABOVE GROUND.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0358'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0358'GALVANIZED PIPE SET IN CONCRETE.
 EU0358
 EU0358                          STATION RECOVERY (1976)
 EU0358
 EU0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0358'22.90 MILES NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION
 EU0358'OF THE TRACK LEADING SOUTH AT RICE, AT MILLIGAN AND AT MILEPOST 164,
 EU0358'0.2 MILE WEST OF A PRIVATE ROAD CROSSING AT MILLIGAN, 141 FT. NORTH OF
 EU0358'THE CENTER LINE OF CADIZ ROAD, 66 FT. SOUTH OF THE SOUTH RAIL, 109 FT.
 EU0358'SOUTHWEST OF MILEPOST 164, 2 TELEPHONE POLES WEST OF THE MILLIGAN SIGN
 EU0358'AND ACROSS TRACK FROM THE CONCRETE LOADING PLATFORM, A BOLT FASTENED
 EU0358'ON TOP OF A 1 INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.2 FT.
 EU0358'ABOVE GROUND, 0.05 MILE EAST OF A PAVED ROAD, NOTE BM MAY BE REACHED
 EU0358'BY GOING 27.0 MILE SOUTHEAST ALONG THE PARKER CUT OFF OF THE SANTA FE
 EU0358'RAILROAD FROM THE STATION A CADIZ.
 EU0358
 EU0358                          STATION RECOVERY (1978)
 EU0358
 EU0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0360 ***********************************************************************
 EU0360  DESIGNATION -  10 J MWDSC
 EU0360  PID         -  EU0360
 EU0360  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0360  USGS QUAD   -  DANBY LAKE (1983)
 EU0360
 EU0360                         *CURRENT SURVEY CONTROL
 EU0360  ___________________________________________________________________
 EU0360* NAD 83(1986)-  34 11 41.     (N)    115 00 53.     (W)     SCALED    
 EU0360* NAVD 88     -       202.667  (meters)     664.92   (feet)  ADJUSTED  
 EU0360  ___________________________________________________________________
 EU0360  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EU0360  DYNAMIC HT  -         202.448 (meters)     664.20  (feet)  COMP
 EU0360  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 EU0360  OBS GRAVITY -     979,548.3   (mgal)                       GRAV_OBS
 EU0360
 EU0360  VERT ORDER  -  FIRST     CLASS I
 EU0360
 EU0360.The horizontal coordinates were scaled from a topographic map and have
 EU0360.an estimated accuracy of +/- 6 seconds.
 EU0360
 EU0360.The orthometric height was determined by differential leveling
 EU0360.and adjusted in June 1991.
 EU0360
 EU0360.The geoid height was determined by GEOID03.
 EU0360
 EU0360.The dynamic height is computed by dividing the NAVD 88
 EU0360.geopotential number by the normal gravity value computed on the
 EU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0360.degrees latitude (g = 980.6199 gals.).
 EU0360
 EU0360.The modeled gravity was interpolated from observed gravity values.
 EU0360.The observed gravity was obtained from relative gravimeter ties
 EU0360.to the IGSN71 gravity network.
 EU0360
 EU0360;                    North         East    Units  Estimated Accuracy
 EU0360;SPC CA 5     -   581,150.    2,275,110.      MT  (+/- 180 meters Scaled)
 EU0360
 EU0360                          SUPERSEDED SURVEY CONTROL
 EU0360
 EU0360  NGVD 29 (??/??/92)  202.021  (m)          662.80   (f) ADJ UNCH    1 1
 EU0360
 EU0360.Superseded values are not recommended for survey control.
 EU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0360.See file dsdata.txt to determine how the superseded data were derived.
 EU0360
 EU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT829855(NAD 83)
 EU0360_MARKER: P = PIPE CAP
 EU0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0360_STAMPING: 10 J
 EU0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0360
 EU0360  HISTORY     - Date     Condition        Report By
 EU0360  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0360  HISTORY     - 1930     GOOD             MWDSC
 EU0360  HISTORY     - 1976     GOOD             NGS
 EU0360  HISTORY     - 1978     GOOD             NGS
 EU0360
 EU0360                          STATION DESCRIPTION
 EU0360
 EU0360'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0360'12.5 MI NW FROM RICE.
 EU0360'ABOUT 12-1/2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND
 EU0360'SANTA FE RAILWAY FROM RICE, SAN BERNARDINO COUNTY, 3.0 MILES
 EU0360'SOUTHEAST OF THE STATION AT SALTMARSH, 3 POLES SOUTHEAST OF
 EU0360'MILEPOST 153, 575 FEET SOUTHEAST OF BRIDGE 153 A, 60 FEET SOUTH
 EU0360'OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A METROPOLITAN
 EU0360'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED
 EU0360'ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE.
 EU0360
 EU0360                          STATION RECOVERY (1976)
 EU0360
 EU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0360'12.50 MILE NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION
 EU0360'OF THE TRACK LEADING SOUTH AT RICE, 0.1 MILE SOUTHEAST OF MILEPOST 153
 EU0360'41 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 17 FT. SOUTH OF THE THIRD
 EU0360'TELEPHONE POLE SOUTHEAST OF THE MILEPOST, A BOLT FASTENED ON TOP OF A
 EU0360'1 INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.2 FT. ABOVE THE
 EU0360'GROUND.
 EU0360
 EU0360                          STATION RECOVERY (1978)
 EU0360
 EU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0172 ***********************************************************************
 EU0172  DESIGNATION -  10 K
 EU0172  PID         -  EU0172
 EU0172  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0172  USGS QUAD   -  SABLON (1983)
 EU0172
 EU0172                         *CURRENT SURVEY CONTROL
 EU0172  ___________________________________________________________________
 EU0172* NAD 83(1986)-  34 08 48.     (N)    114 58 00.     (W)     SCALED    
 EU0172* NAVD 88     -       234.983  (meters)     770.94   (feet)  ADJUSTED  
 EU0172  ___________________________________________________________________
 EU0172  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EU0172  DYNAMIC HT  -         234.728 (meters)     770.10  (feet)  COMP
 EU0172  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 EU0172
 EU0172  VERT ORDER  -  FIRST     CLASS I
 EU0172
 EU0172.The horizontal coordinates were scaled from a topographic map and have
 EU0172.an estimated accuracy of +/- 6 seconds.
 EU0172
 EU0172.The orthometric height was determined by differential leveling
 EU0172.and adjusted in June 1991.
 EU0172
 EU0172.The geoid height was determined by GEOID03.
 EU0172
 EU0172.The dynamic height is computed by dividing the NAVD 88
 EU0172.geopotential number by the normal gravity value computed on the
 EU0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0172.degrees latitude (g = 980.6199 gals.).
 EU0172
 EU0172.The modeled gravity was interpolated from observed gravity values.
 EU0172
 EU0172;                    North         East    Units  Estimated Accuracy
 EU0172;SPC CA 5     -   575,950.    2,279,700.      MT  (+/- 180 meters Scaled)
 EU0172
 EU0172                          SUPERSEDED SURVEY CONTROL
 EU0172
 EU0172  NGVD 29 (??/??/92)  234.337  (m)          768.82   (f) ADJ UNCH    1 1
 EU0172
 EU0172.Superseded values are not recommended for survey control.
 EU0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0172.See file dsdata.txt to determine how the superseded data were derived.
 EU0172
 EU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT874802(NAD 83)
 EU0172_MARKER: P = PIPE CAP
 EU0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0172_STAMPING: 10 K
 EU0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0172
 EU0172  HISTORY     - Date     Condition        Report By
 EU0172  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0172  HISTORY     - 1930     GOOD             MWDSC
 EU0172  HISTORY     - 1976     GOOD             NGS
 EU0172  HISTORY     - 1978     GOOD             NGS
 EU0172
 EU0172                          STATION DESCRIPTION
 EU0172
 EU0172'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0172'8 MI NW FROM RICE.
 EU0172'8.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0172'RAILWAY FROM RICE, SAN BERNARDINO COUNTY, ABOUT 4-1/2 MILES
 EU0172'NORTHWEST OF THE STATION AT FREDA, 50 FEET NORTHWEST OF MILEAGE
 EU0172'MARKER 148-1/2, 90 FEET EAST OF THE TRACK, AND ABOUT 5 FEET
 EU0172'LOWER THAN THE TRACK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0172'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0172'GALVANIZED-IRON PIPE SET IN CONCRETE.
 EU0172
 EU0172                          STATION RECOVERY (1976)
 EU0172
 EU0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0172'8.0 MILES NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0172'THE TRACK LEADING SOUTH AT RICE, 0.5 MILE NORTHWEST OF MILEPOST 148,
 EU0172'88 FT. NORTHEAST OF THE NORTHEAST RAIL, A BOLT FASTENED ON TOP OF A 1
 EU0172'INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.4 FT. ABOVE THE GROUND
 EU0172'0.2 MILE SOUTHEAST OF RAILROAD BRIDGE NUMBER 148 7.
 EU0172
 EU0172                          STATION RECOVERY (1978)
 EU0172
 EU0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0173 ***********************************************************************
 EU0173  DESIGNATION -  10 L
 EU0173  PID         -  EU0173
 EU0173  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0173  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0173
 EU0173                         *CURRENT SURVEY CONTROL
 EU0173  ___________________________________________________________________
 EU0173* NAD 83(1986)-  34 06 54.     (N)    114 56 03.     (W)     SCALED    
 EU0173* NAVD 88     -       261.190  (meters)     856.92   (feet)  ADJUSTED  
 EU0173  ___________________________________________________________________
 EU0173  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EU0173  DYNAMIC HT  -         260.906 (meters)     855.99  (feet)  COMP
 EU0173  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 EU0173  OBS GRAVITY -     979,543.1   (mgal)                       GRAV_OBS
 EU0173
 EU0173  VERT ORDER  -  FIRST     CLASS I
 EU0173
 EU0173.The horizontal coordinates were scaled from a topographic map and have
 EU0173.an estimated accuracy of +/- 6 seconds.
 EU0173
 EU0173.The orthometric height was determined by differential leveling
 EU0173.and adjusted in June 1991.
 EU0173
 EU0173.The geoid height was determined by GEOID03.
 EU0173
 EU0173.The dynamic height is computed by dividing the NAVD 88
 EU0173.geopotential number by the normal gravity value computed on the
 EU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0173.degrees latitude (g = 980.6199 gals.).
 EU0173
 EU0173.The modeled gravity was interpolated from observed gravity values.
 EU0173.The observed gravity was obtained from relative gravimeter ties
 EU0173.to the IGSN71 gravity network.
 EU0173
 EU0173;                    North         East    Units  Estimated Accuracy
 EU0173;SPC CA 5     -   572,530.    2,282,810.      MT  (+/- 180 meters Scaled)
 EU0173
 EU0173                          SUPERSEDED SURVEY CONTROL
 EU0173
 EU0173  NGVD 29 (??/??/92)  260.543  (m)          854.80   (f) ADJ UNCH    1 1
 EU0173
 EU0173.Superseded values are not recommended for survey control.
 EU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0173.See file dsdata.txt to determine how the superseded data were derived.
 EU0173
 EU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT905768(NAD 83)
 EU0173_MARKER: Q = CHISELED SQUARE
 EU0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0173_SP_SET: ABUTMENT
 EU0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0173
 EU0173  HISTORY     - Date     Condition        Report By
 EU0173  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0173  HISTORY     - 1930     GOOD             MWDSC
 EU0173  HISTORY     - 1976     GOOD             NGS
 EU0173  HISTORY     - 1978     GOOD             NGS
 EU0173
 EU0173                          STATION DESCRIPTION
 EU0173
 EU0173'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0173'5.2 MI NW FROM RICE.
 EU0173'ABOUT 5-1/4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0173'FE RAILWAY FROM RICE, SAN BERNARDINO COUNTY, ABOUT 1-3/4 MILES
 EU0173'NORTHWEST OF THE STATION AT FREDA, 6-1/2 POLES NORTHWEST OF
 EU0173'MILEAGE MARKER 145-1/2, AT BRIDGE 145 A, AND ON THE WEST END
 EU0173'OF THE SOUTH ABUTMENT.  AN OUTLINED SQUARE.
 EU0173
 EU0173                          STATION RECOVERY (1976)
 EU0173
 EU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0173'5.20 MILES NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION
 EU0173'OF THE TRACK LEADING SOUTH AT RICE, SET IN TOP OF THE SOUTHWEST END
 EU0173'OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 145 7,
 EU0173'5.5 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 0.3 MILE SOUTHEAST OF
 EU0173'MILEPOST 146, NOTE A CHISLED SQUARE.
 EU0173
 EU0173                          STATION RECOVERY (1978)
 EU0173
 EU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0095 ***********************************************************************
 JS0095  DESIGNATION -  10 LC USGS
 JS0095  PID         -  JS0095
 JS0095  STATE/COUNTY-  CA/EL DORADO
 JS0095  USGS QUAD   -  RIVERTON (1973)
 JS0095
 JS0095                         *CURRENT SURVEY CONTROL
 JS0095  ___________________________________________________________________
 JS0095* NAD 83(1986)-  38 51 56.     (N)    120 23 24.     (W)     SCALED    
 JS0095* NAVD 88     -      1492.91   (+/-2cm)    4898.0    (feet)  VERTCON   
 JS0095  ___________________________________________________________________
 JS0095  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 JS0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0095
 JS0095.The horizontal coordinates were scaled from a topographic map and have
 JS0095.an estimated accuracy of +/- 6 seconds.
 JS0095
 JS0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0095.The vertical order pertains to the NGVD 29 superseded value.
 JS0095
 JS0095.The geoid height was determined by GEOID03.
 JS0095
 JS0095;                    North         East    Units  Estimated Accuracy
 JS0095;SPC CA 2     -   634,320.    2,139,710.      MT  (+/- 180 meters Scaled)
 JS0095
 JS0095                          SUPERSEDED SURVEY CONTROL
 JS0095
 JS0095  NGVD 29 (??/??/92) 1491.879  (m)         4894.61   (f) ADJ UNCH    2 0
 JS0095
 JS0095.Superseded values are not recommended for survey control.
 JS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0095.See file dsdata.txt to determine how the superseded data were derived.
 JS0095
 JS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ264050(NAD 83)
 JS0095_MARKER: DB = BENCH MARK DISK
 JS0095_SETTING: 80 = SET IN A BOULDER
 JS0095_SP_SET: BOULDER
 JS0095_STAMPING: 10 LC 1948
 JS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0095+STABILITY: SURFACE MOTION
 JS0095
 JS0095  HISTORY     - Date     Condition        Report By
 JS0095  HISTORY     - 1948     MONUMENTED       USGS
 JS0095  HISTORY     - 1948     GOOD             NGS
 JS0095  HISTORY     - 1950     GOOD             USGS
 JS0095
 JS0095                          STATION DESCRIPTION
 JS0095
 JS0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0095'13.6 MI SE FROM UNCLE TOMS CABIN.
 JS0095'7.2 MILES NORTHEAST ALONG THE GEORGETOWN ROAD FROM UNCLE TOMS
 JS0095'CABIN, THENCE 6.4 MILES SOUTH ALONG THE ROBBS VALLEY ROAD,
 JS0095'83 FEET NORTHEAST OF BENCH MARK U 342, 29 FEET NORTH OF THE
 JS0095'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE SURFACE
 JS0095'OF THE ROAD, SET IN THE TOP OF A GRANITE BOULDER PROJECTING
 JS0095'ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- 1.7 MILES SOUTH OF
 JS0095'GRANLEES, 83 FEET NORTHEAST OF BENCH MARK U 342, 30 FEET NORTH
 JS0095'OF THE ROAD, AND NEAR A LARGE 9-FOOT FIR TREE.
 JS0095
 JS0095                          STATION RECOVERY (1950)
 JS0095
 JS0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 JS0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3783 ***********************************************************************
 EV3783  DESIGNATION -  10 LT CL IMP 525+00.0 POT
 EV3783  PID         -  EV3783
 EV3783  STATE/COUNTY-  CA/RIVERSIDE
 EV3783  USGS QUAD   -  GUASTI (1981)
 EV3783
 EV3783                         *CURRENT SURVEY CONTROL
 EV3783  ___________________________________________________________________
 EV3783* NAD 83(1992)-  34 01 26.96602(N)    117 33 31.26140(W)     ADJUSTED  
 EV3783* NAVD 88     -       252.8    (meters)     829.     (feet)  VERTCON   
 EV3783  ___________________________________________________________________
 EV3783  EPOCH DATE  -        1991.35
 EV3783  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 EV3783  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EV3783  HORZ ORDER  -  SECOND
 EV3783
 EV3783.The horizontal coordinates were established by classical geodetic methods
 EV3783.and adjusted by the National Geodetic Survey in June 1996.
 EV3783.The horizontal coordinates are valid at the epoch date displayed above.
 EV3783.The epoch date for horizontal control is a decimal equivalence
 EV3783.of Year/Month/Day.
 EV3783
 EV3783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3783
 EV3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV3783
 EV3783.The geoid height was determined by GEOID03.
 EV3783
 EV3783;                    North         East     Units Scale Factor Converg.
 EV3783;SPC CA 6     -   706,767.040 1,879,131.733   MT  1.00002656   -0 43 08.9
 EV3783;SPC CA 6     - 2,318,784.86  6,165,118.03   sFT  1.00002656   -0 43 08.9
 EV3783;SPC CA 5     -   558,232.259 2,040,759.316   MT  1.00000200   +0 15 05.6
 EV3783;SPC CA 5     - 1,831,467.00  6,695,391.19   sFT  1.00000200   +0 15 05.6
 EV3783;UTM  11      - 3,764,975.199   448,421.071   MT  0.99963279   -0 18 45.4
 EV3783
 EV3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV3783!SPC CA 6     -   0.99996554  x   1.00002656  =   0.99999210
 EV3783!SPC CA 5     -   0.99996554  x   1.00000200  =   0.99996754
 EV3783!UTM  11      -   0.99996554  x   0.99963279  =   0.99959834
 EV3783
 EV3783                          SUPERSEDED SURVEY CONTROL
 EV3783
 EV3783  NAD 83(1986)-  34 01 26.96639(N)    117 33 31.26259(W) AD(1984.00) 2
 EV3783  NAD 27      -  34 01 26.92094(N)    117 33 28.07950(W) AD(       ) 2
 EV3783  NGVD 29 (07/19/86)  252.1    (m)          827.     (f) VERT ANG    3  
 EV3783
 EV3783.Superseded values are not recommended for survey control.
 EV3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3783.See file dsdata.txt to determine how the superseded data were derived.
 EV3783
 EV3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4842164975(NAD 83)
 EV3783_MARKER: Z = SEE DESCRIPTION
 EV3783_SETTING: 0 = UNSPECIFIED SETTING
 EV3783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3783
 EV3783  HISTORY     - Date     Condition        Report By
 EV3783  HISTORY     - 1975     MONUMENTED       CADT
 EV3783
 EV3783                          STATION DESCRIPTION
 EV3783
 EV3783'DESCRIBED BY CALTRANS 1975 (RH)
 EV3783'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION SIXTY (CADT)
 EV3783'
 EV3783'STATION IS LOCATED ABOUT 12 MILES WEST OF RIVERSIDE, 3.5 MILES
 EV3783'NORTHWEST OF MIRA LOMA, 30 FT WEST OF WEST END OF MILLIKEN AVENUE
 EV3783'BRIDGE IN THE MEDIAN OF CALIFORNIA HIGHWAY 60.
 EV3783'
 EV3783'STATION IS AT THE INTERSECTION OF CALIFORNIA HIGHWAY 60 AND
 EV3783'MILLIKEN AVENUE.  IT IS A CALIFORNIA DIVISION OF HIGHWAYS 2 IN
 EV3783'DISK IN CONCRETE AND STAMPED 10 FT LT CL IMP 525+00.00 POT,
 EV3783'IS 45 FT NORTH OF INSIDE EDGE OF CONCRETE EASTBOUND LANES, 25 FT
 EV3783'SOUTH OF INSIDE EDGE OF CONCRETE WESTBOUND LANES, 30 FT WEST
 EV3783'OF WEST EDGE OF MILLIKEN AVENUE BRIDGE AND BURIED 1.5.
 EV3783'
 EV3783'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0174 ***********************************************************************
 EU0174  DESIGNATION -  10 M
 EU0174  PID         -  EU0174
 EU0174  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0174  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0174
 EU0174                         *CURRENT SURVEY CONTROL
 EU0174  ___________________________________________________________________
 EU0174* NAD 83(1986)-  34 06 43.     (N)    114 55 37.     (W)     SCALED    
 EU0174* NAVD 88     -       265.706  (meters)     871.74   (feet)  ADJUSTED  
 EU0174  ___________________________________________________________________
 EU0174  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EU0174  DYNAMIC HT  -         265.417 (meters)     870.79  (feet)  COMP
 EU0174  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 EU0174
 EU0174  VERT ORDER  -  FIRST     CLASS I
 EU0174
 EU0174.The horizontal coordinates were scaled from a topographic map and have
 EU0174.an estimated accuracy of +/- 6 seconds.
 EU0174
 EU0174.The orthometric height was determined by differential leveling
 EU0174.and adjusted in June 1991.
 EU0174
 EU0174.The geoid height was determined by GEOID03.
 EU0174
 EU0174.The dynamic height is computed by dividing the NAVD 88
 EU0174.geopotential number by the normal gravity value computed on the
 EU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0174.degrees latitude (g = 980.6199 gals.).
 EU0174
 EU0174.The modeled gravity was interpolated from observed gravity values.
 EU0174
 EU0174;                    North         East    Units  Estimated Accuracy
 EU0174;SPC CA 5     -   572,210.    2,283,480.      MT  (+/- 180 meters Scaled)
 EU0174
 EU0174                          SUPERSEDED SURVEY CONTROL
 EU0174
 EU0174  NGVD 29 (??/??/92)  265.059  (m)          869.61   (f) ADJ UNCH    1 1
 EU0174
 EU0174.Superseded values are not recommended for survey control.
 EU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0174.See file dsdata.txt to determine how the superseded data were derived.
 EU0174
 EU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT912765(NAD 83)
 EU0174_MARKER: P = PIPE CAP
 EU0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0174_STAMPING: 10 M
 EU0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0174
 EU0174  HISTORY     - Date     Condition        Report By
 EU0174  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0174  HISTORY     - 1930     GOOD             MWDSC
 EU0174  HISTORY     - 1976     GOOD             NGS
 EU0174  HISTORY     - 1978     GOOD             NGS
 EU0174
 EU0174                          STATION DESCRIPTION
 EU0174
 EU0174'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0174'4.8 MI NW FROM RICE.
 EU0174'ABOUT 4-3/4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 EU0174'FE RAILWAY FROM RICE, SAN BERNARDINO COUNTY, ABOUT 1-1/4 MILES
 EU0174'NORTHWEST OF THE STATION AT FREDA, 7-1/2 POLES NORTHWEST OF
 EU0174'MILEPOST 145, 110 FEET NORTH OF THE TRACK, AND ABOUT ONE FOOT
 EU0174'LOWER THAN THE TRACK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0174'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0174'GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0174
 EU0174                          STATION RECOVERY (1976)
 EU0174
 EU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0174'4.75 MILES NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION
 EU0174'OF THE TRACK LEADING SOUTH AT RICE, 0.25 MILE NORTHWEST OF MILEPOST
 EU0174'145, 114 FT. NORTHEAST OF THE NORTHEAST RAIL, A BOLT FASTENED ON TOP
 EU0174'OF A 1 INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.3 FT. ABOVE
 EU0174'THE GROUND.
 EU0174
 EU0174                          STATION RECOVERY (1978)
 EU0174
 EU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2299 ***********************************************************************
 EW2299  DESIGNATION -  10 M 10 C OF LA
 EW2299  PID         -  EW2299
 EW2299  STATE/COUNTY-  CA/LOS ANGELES
 EW2299  USGS QUAD   -  VAN NUYS (1972)
 EW2299
 EW2299                         *CURRENT SURVEY CONTROL
 EW2299  ___________________________________________________________________
 EW2299* NAD 83(1986)-  34 10 53.     (N)    118 23 47.     (W)     SCALED    
 EW2299* NAVD 88     -       207.49   (+/-2cm)     680.7    (feet)  VERTCON   
 EW2299  ___________________________________________________________________
 EW2299  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW2299  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2299
 EW2299.The horizontal coordinates were scaled from a topographic map and have
 EW2299.an estimated accuracy of +/- 6 seconds.
 EW2299
 EW2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2299.The vertical order pertains to the NGVD 29 superseded value.
 EW2299
 EW2299.The geoid height was determined by GEOID03.
 EW2299
 EW2299;                    North         East    Units  Estimated Accuracy
 EW2299;SPC CA 5     -   575,660.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2299
 EW2299                          SUPERSEDED SURVEY CONTROL
 EW2299
 EW2299  NGVD 29 (??/??/92)  206.71   (m)          678.2    (f) COMPUTED    1 1
 EW2299
 EW2299.Superseded values are not recommended for survey control.
 EW2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2299.See file dsdata.txt to determine how the superseded data were derived.
 EW2299
 EW2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713831(NAD 83)
 EW2299_MARKER: DS = TRIANGULATION STATION DISK
 EW2299_SETTING: 0 = UNSPECIFIED SETTING
 EW2299_STAMPING: 10-M-10 1940
 EW2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2299
 EW2299  HISTORY     - Date     Condition        Report By
 EW2299  HISTORY     - 1940     MONUMENTED       RBNF
 EW2299  HISTORY     - 1940     GOOD             CA1980
 EW2299  HISTORY     - 1940     GOOD             CA1980
 EW2299
 EW2299                          STATION DESCRIPTION
 EW2299
 EW2299'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1940
 EW2299'IN LOS ANGELES.
 EW2299'STANDARD TRIANGULATION MONUMENT BURBANK A-3 STAMPED 10-M-10 940 ON
 EW2299'CENTERLINE OF LAUREL CANYON BLVD., 123.02 FEET SOUTH OF CENTERLINE OF
 EW2299'CALVERT STREET, 43 FEET SOUTH OF SOUTHERLY COLUMN OF HOLLYWOOD FREE-
 EW2299'WAY OVERPASS.
 EW2299
 EW2299                          STATION RECOVERY (1940)
 EW2299
 EW2299'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1940
 EW2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2309 ***********************************************************************
 EW2309  DESIGNATION -  10 M 20 C OF LA
 EW2309  PID         -  EW2309
 EW2309  STATE/COUNTY-  CA/LOS ANGELES
 EW2309  USGS QUAD   -  VAN NUYS (1972)
 EW2309
 EW2309                         *CURRENT SURVEY CONTROL
 EW2309  ___________________________________________________________________
 EW2309* NAD 83(1986)-  34 11 11.     (N)    118 23 47.     (W)     SCALED    
 EW2309* NAVD 88     -       210.97   (+/-2cm)     692.2    (feet)  VERTCON   
 EW2309  ___________________________________________________________________
 EW2309  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EW2309  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2309
 EW2309.The horizontal coordinates were scaled from a topographic map and have
 EW2309.an estimated accuracy of +/- 6 seconds.
 EW2309
 EW2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2309.The vertical order pertains to the NGVD 29 superseded value.
 EW2309
 EW2309.The geoid height was determined by GEOID03.
 EW2309
 EW2309;                    North         East    Units  Estimated Accuracy
 EW2309;SPC CA 5     -   576,210.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW2309
 EW2309                          SUPERSEDED SURVEY CONTROL
 EW2309
 EW2309  NGVD 29 (??/??/92)  210.19   (m)          689.6    (f) COMPUTED    1 1
 EW2309
 EW2309.Superseded values are not recommended for survey control.
 EW2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2309.See file dsdata.txt to determine how the superseded data were derived.
 EW2309
 EW2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713837(NAD 83)
 EW2309_MARKER: Z = SEE DESCRIPTION
 EW2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2309_STAMPING: 10-M-20 1941
 EW2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2309+STABILITY: SURFACE MOTION
 EW2309
 EW2309  HISTORY     - Date     Condition        Report By
 EW2309  HISTORY     - 1941     MONUMENTED       CA1980
 EW2309  HISTORY     - 1968     GOOD             CA1980
 EW2309
 EW2309                          STATION DESCRIPTION
 EW2309
 EW2309'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2309'IN LOS ANGELES.
 EW2309'STANDARD TRAVERSE MONUMENT BURBANK A-2B, STAMPED 10-M-20 1941,
 EW2309'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2309'VICTORY BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2290 ***********************************************************************
 EW2290  DESIGNATION -  10 M 21 C OF LA
 EW2290  PID         -  EW2290
 EW2290  STATE/COUNTY-  CA/LOS ANGELES
 EW2290  USGS QUAD   -  VAN NUYS (1972)
 EW2290
 EW2290                         *CURRENT SURVEY CONTROL
 EW2290  ___________________________________________________________________
 EW2290* NAD 83(1986)-  34 10 46.     (N)    118 23 46.     (W)     SCALED    
 EW2290* NAVD 88     -       206.31   (+/-2cm)     676.9    (feet)  VERTCON   
 EW2290  ___________________________________________________________________
 EW2290  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW2290  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2290
 EW2290.The horizontal coordinates were scaled from a topographic map and have
 EW2290.an estimated accuracy of +/- 6 seconds.
 EW2290
 EW2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2290.The vertical order pertains to the NGVD 29 superseded value.
 EW2290
 EW2290.The geoid height was determined by GEOID03.
 EW2290
 EW2290;                    North         East    Units  Estimated Accuracy
 EW2290;SPC CA 5     -   575,440.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2290
 EW2290                          SUPERSEDED SURVEY CONTROL
 EW2290
 EW2290  NGVD 29 (??/??/92)  205.53   (m)          674.3    (f) COMPUTED    1 1
 EW2290
 EW2290.Superseded values are not recommended for survey control.
 EW2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2290.See file dsdata.txt to determine how the superseded data were derived.
 EW2290
 EW2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713829(NAD 83)
 EW2290_MARKER: Z = SEE DESCRIPTION
 EW2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2290_STAMPING: 10-M-21 1941
 EW2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2290+STABILITY: SURFACE MOTION
 EW2290
 EW2290  HISTORY     - Date     Condition        Report By
 EW2290  HISTORY     - 1941     MONUMENTED       CA1980
 EW2290  HISTORY     - 1968     GOOD             CA1980
 EW2290
 EW2290                          STATION DESCRIPTION
 EW2290
 EW2290'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2290'IN LOS ANGELES.
 EW2290'STANDARD TRAVERSE MONUMENT BURBANK A-3C, STAMPED 10-M-21 1941,
 EW2290'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2290'OXNARD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2293 ***********************************************************************
 EW2293  DESIGNATION -  10 M 22 C OF LA
 EW2293  PID         -  EW2293
 EW2293  STATE/COUNTY-  CA/LOS ANGELES
 EW2293  USGS QUAD   -  VAN NUYS (1972)
 EW2293
 EW2293                         *CURRENT SURVEY CONTROL
 EW2293  ___________________________________________________________________
 EW2293* NAD 83(1986)-  34 10 17.     (N)    118 23 46.     (W)     SCALED    
 EW2293* NAVD 88     -       200.93   (+/-2cm)     659.2    (feet)  VERTCON   
 EW2293  ___________________________________________________________________
 EW2293  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW2293  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2293
 EW2293.The horizontal coordinates were scaled from a topographic map and have
 EW2293.an estimated accuracy of +/- 6 seconds.
 EW2293
 EW2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2293.The vertical order pertains to the NGVD 29 superseded value.
 EW2293
 EW2293.The geoid height was determined by GEOID03.
 EW2293
 EW2293;                    North         East    Units  Estimated Accuracy
 EW2293;SPC CA 5     -   574,550.    1,963,480.      MT  (+/- 180 meters Scaled)
 EW2293
 EW2293                          SUPERSEDED SURVEY CONTROL
 EW2293
 EW2293  NGVD 29 (??/??/92)  200.15   (m)          656.7    (f) COMPUTED    1 1
 EW2293
 EW2293.Superseded values are not recommended for survey control.
 EW2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2293.See file dsdata.txt to determine how the superseded data were derived.
 EW2293
 EW2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713820(NAD 83)
 EW2293_MARKER: Z = SEE DESCRIPTION
 EW2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2293_STAMPING: 10-M-22 1941
 EW2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2293+STABILITY: SURFACE MOTION
 EW2293
 EW2293  HISTORY     - Date     Condition        Report By
 EW2293  HISTORY     - 1941     MONUMENTED       CA1980
 EW2293  HISTORY     - 1968     GOOD             CA1980
 EW2293
 EW2293                          STATION DESCRIPTION
 EW2293
 EW2293'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2293'IN LOS ANGELES.
 EW2293'STANDARD TRAVERSE MONUMENT BURBANK A-4B, STAMPED 10-M-22 1941,
 EW2293'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2293'BURBANK BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1702 ***********************************************************************
 DY1702  DESIGNATION -  10 M C OF LA
 DY1702  PID         -  DY1702
 DY1702  STATE/COUNTY-  CA/LOS ANGELES
 DY1702  USGS QUAD   -  INGLEWOOD (1981)
 DY1702
 DY1702                         *CURRENT SURVEY CONTROL
 DY1702  ___________________________________________________________________
 DY1702* NAD 83(1986)-  33 59 59.     (N)    118 19 53.     (W)     SCALED    
 DY1702* NAVD 88     -        45.96   (+/-2cm)     150.8    (feet)  VERTCON   
 DY1702  ___________________________________________________________________
 DY1702  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY1702  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1702
 DY1702.The horizontal coordinates were scaled from a topographic map and have
 DY1702.an estimated accuracy of +/- 6 seconds.
 DY1702
 DY1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1702.The vertical order pertains to the NGVD 29 superseded value.
 DY1702
 DY1702.The geoid height was determined by GEOID03.
 DY1702
 DY1702;                    North         East    Units  Estimated Accuracy
 DY1702;SPC CA 5     -   555,480.    1,969,380.      MT  (+/- 180 meters Scaled)
 DY1702
 DY1702                          SUPERSEDED SURVEY CONTROL
 DY1702
 DY1702  NGVD 29 (??/??/92)   45.19   (m)          148.3    (f) COMPUTED    1 1
 DY1702
 DY1702.Superseded values are not recommended for survey control.
 DY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1702.See file dsdata.txt to determine how the superseded data were derived.
 DY1702
 DY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770629(NAD 83)
 DY1702_MARKER: S = SPIKE
 DY1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1702_SP_SET: CURB
 DY1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1702
 DY1702  HISTORY     - Date     Condition        Report By
 DY1702  HISTORY     - UNK      MONUMENTED       CA1980
 DY1702  HISTORY     - 1969     GOOD             CA1980
 DY1702
 DY1702                          STATION DESCRIPTION
 DY1702
 DY1702'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1702'AT LOS ANGELES.
 DY1702'CUT SPIKE 10-C IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD,
 DY1702'19.5 FEET SOUTH OF SOUTH PROPERTY LINE OF 48TH STREET, SOUTH
 DY1702'END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0492 ***********************************************************************
 DZ0492  DESIGNATION -  10 MFE
 DZ0492  PID         -  DZ0492
 DZ0492  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0492  USGS QUAD   -  POINT ARGUELLO (1978)
 DZ0492
 DZ0492                         *CURRENT SURVEY CONTROL
 DZ0492  ___________________________________________________________________
 DZ0492* NAD 83(1986)-  34 46 04.     (N)    120 37 42.     (W)     SCALED    
 DZ0492* NAVD 88     -        35.77   (+/-2cm)     117.4    (feet)  VERTCON   
 DZ0492  ___________________________________________________________________
 DZ0492  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DZ0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DZ0492
 DZ0492.The horizontal coordinates were scaled from a topographic map and have
 DZ0492.an estimated accuracy of +/- 6 seconds.
 DZ0492
 DZ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0492.The vertical order pertains to the NGVD 29 superseded value.
 DZ0492
 DZ0492.The geoid height was determined by GEOID03.
 DZ0492
 DZ0492;                    North         East    Units  Estimated Accuracy
 DZ0492;SPC CA 5     -   643,770.    1,759,440.      MT  (+/- 180 meters Scaled)
 DZ0492
 DZ0492                          SUPERSEDED SURVEY CONTROL
 DZ0492
 DZ0492  NGVD 29 (??/??/92)   34.966  (m)          114.72   (f) ADJ UNCH    2 0
 DZ0492
 DZ0492.Superseded values are not recommended for survey control.
 DZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0492.See file dsdata.txt to determine how the superseded data were derived.
 DZ0492
 DZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD170498(NAD 83)
 DZ0492_MARKER: DB = BENCH MARK DISK
 DZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0492_STAMPING: 10 MFE 1961
 DZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0492+STABILITY: SURFACE MOTION
 DZ0492
 DZ0492  HISTORY     - Date     Condition        Report By
 DZ0492  HISTORY     - 1961     MONUMENTED       CGS
 DZ0492  HISTORY     - 1962     GOOD             NGS
 DZ0492
 DZ0492                          STATION DESCRIPTION
 DZ0492
 DZ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DZ0492'AT VANDENBERG AFB.
 DZ0492'5.2 MILES NORTHWEST ALONG 29TH STREET FROM THE INTERSECTION OF
 DZ0492'29TH STREET AND NEVADA STREET AT VANDENBERG AIR FORCE BASE TO
 DZ0492'INTERSECTION JUST AFTER PASSING THROUGH GUARD GATE, THENCE 0.9
 DZ0492'MILE NORTH ALONG THE PAVED ROAD, THENCE 100 FEET NORTH ALONG
 DZ0492'THE PAVED ROAD, THENCE 0.35 MILE NORTHWEST ALONG THE LEFT FORK,
 DZ0492'THENCE 0.15 MILE WEST ALONG THE RIGHT FORK, SET IN THE TOP OF A
 DZ0492'ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER WHICH PROJECTS
 DZ0492'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0493 ***********************************************************************
 DZ0493  DESIGNATION -  10 MFW
 DZ0493  PID         -  DZ0493
 DZ0493  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0493  USGS QUAD   -  POINT ARGUELLO (1978)
 DZ0493
 DZ0493                         *CURRENT SURVEY CONTROL
 DZ0493  ___________________________________________________________________
 DZ0493* NAD 83(1986)-  34 46 01.     (N)    120 38 01.     (W)     SCALED    
 DZ0493* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 DZ0493  ___________________________________________________________________
 DZ0493  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DZ0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DZ0493
 DZ0493.The horizontal coordinates were scaled from a topographic map and have
 DZ0493.an estimated accuracy of +/- 6 seconds.
 DZ0493
 DZ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0493.The vertical order pertains to the NGVD 29 superseded value.
 DZ0493
 DZ0493.The geoid height was determined by GEOID03.
 DZ0493
 DZ0493;                    North         East    Units  Estimated Accuracy
 DZ0493;SPC CA 5     -   643,690.    1,758,950.      MT  (+/- 180 meters Scaled)
 DZ0493
 DZ0493                          SUPERSEDED SURVEY CONTROL
 DZ0493
 DZ0493  NGVD 29 (??/??/92)    7.914  (m)           25.96   (f) ADJ UNCH    2 0
 DZ0493
 DZ0493.Superseded values are not recommended for survey control.
 DZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0493.See file dsdata.txt to determine how the superseded data were derived.
 DZ0493
 DZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD165497(NAD 83)
 DZ0493_MARKER: DB = BENCH MARK DISK
 DZ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DZ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DZ0493_STAMPING: 10 MFW 1961
 DZ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DZ0493+STABILITY: SURFACE MOTION
 DZ0493
 DZ0493  HISTORY     - Date     Condition        Report By
 DZ0493  HISTORY     - 1961     MONUMENTED       CGS
 DZ0493  HISTORY     - 1962     GOOD             NGS
 DZ0493
 DZ0493                          STATION DESCRIPTION
 DZ0493
 DZ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DZ0493'AT VANDENBERG AFB.
 DZ0493'5.2 MILES NORTHWEST ALONG 29TH STREET FROM THE INTERSECTION OF
 DZ0493'29TH STREET AND NEVADA STREET AT VANDENBERG AIR FORCE BASE TO
 DZ0493'INTERSECTION JUST AFTER PASSING THROUGH GUARD GATE, THENCE
 DZ0493'0.9 MILE NORTH ALONG THE PAVED ROAD, THENCE 100 FEET NORTH ALONG
 DZ0493'THE PAVED ROAD, THENCE 0.35 MILE NORTHWEST ALONG THE LEFT FORK,
 DZ0493'THENCE 0.5 MILE WEST ALONG THE RIGHT FORK, SET IN THE TOP OF A
 DZ0493'ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER WHICH PROJECTS
 DZ0493'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0179 ***********************************************************************
 EU0179  DESIGNATION -  10 N
 EU0179  PID         -  EU0179
 EU0179  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0179  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0179
 EU0179                         *CURRENT SURVEY CONTROL
 EU0179  ___________________________________________________________________
 EU0179* NAD 83(1986)-  34 06 00.     (N)    114 56 30.     (W)     SCALED    
 EU0179* NAVD 88     -       263.793  (meters)     865.46   (feet)  ADJUSTED  
 EU0179  ___________________________________________________________________
 EU0179  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EU0179  DYNAMIC HT  -         263.507 (meters)     864.52  (feet)  COMP
 EU0179  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 EU0179
 EU0179  VERT ORDER  -  FIRST     CLASS I
 EU0179
 EU0179.The horizontal coordinates were scaled from a topographic map and have
 EU0179.an estimated accuracy of +/- 6 seconds.
 EU0179
 EU0179.The orthometric height was determined by differential leveling
 EU0179.and adjusted in June 1991.
 EU0179
 EU0179.The geoid height was determined by GEOID03.
 EU0179
 EU0179.The dynamic height is computed by dividing the NAVD 88
 EU0179.geopotential number by the normal gravity value computed on the
 EU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0179.degrees latitude (g = 980.6199 gals.).
 EU0179
 EU0179.The modeled gravity was interpolated from observed gravity values.
 EU0179
 EU0179;                    North         East    Units  Estimated Accuracy
 EU0179;SPC CA 5     -   570,850.    2,282,170.      MT  (+/- 180 meters Scaled)
 EU0179
 EU0179                          SUPERSEDED SURVEY CONTROL
 EU0179
 EU0179  NGVD 29 (??/??/92)  263.146  (m)          863.34   (f) ADJ UNCH    1 1
 EU0179
 EU0179.Superseded values are not recommended for survey control.
 EU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0179.See file dsdata.txt to determine how the superseded data were derived.
 EU0179
 EU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT898751(NAD 83)
 EU0179_MARKER: P = PIPE CAP
 EU0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0179_STAMPING: 10 N
 EU0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0179
 EU0179  HISTORY     - Date     Condition        Report By
 EU0179  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0179  HISTORY     - 1930     GOOD             MWDSC
 EU0179  HISTORY     - 1976     GOOD             NGS
 EU0179  HISTORY     - 1978     GOOD             NGS
 EU0179
 EU0179                          STATION DESCRIPTION
 EU0179
 EU0179'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0179'5.2 MI WNW FROM RICE.
 EU0179'ABOUT 5-1/4 MILES WEST-NORTHWEST OF RICE, SAN BERNARDINO COUNTY,
 EU0179'ABOUT 1-1/4 MILES SOUTHWEST ALONG THE PRELIMINARY LOCATION
 EU0179'SURVEY TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF OF THE
 EU0179'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF
 EU0179'MILEPOST 145, ABOUT 400 FEET SOUTHWEST OF TRAVERSE STATION
 EU0179'2798+00, ON THE TOP OF A SMALL DUNE, AND SURROUNDED BY A
 EU0179'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0179'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0179'PIPE SET IN CONCRETE.
 EU0179
 EU0179                          STATION RECOVERY (1976)
 EU0179
 EU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0179'3.9 MILES NORTHWEST ALONG HIGHWAY 62 FROM THE CROSSING OF THE ATCHISON
 EU0179'TOPEKA AND SANTA FE RAILROAD AT RICE, THENCE 1.25 MILES WEST ALONG THE
 EU0179'AQUEDUCT, 0.2 MILES NORTH OF THE AQUEDUCT ON A TOP OF A SANDY KNOLL,
 EU0179'SURROUNDED BY 2 BY 2 S.
 EU0179
 EU0179                          STATION RECOVERY (1978)
 EU0179
 EU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2410 ***********************************************************************
 HS2410  DESIGNATION -  10 NWW
 HS2410  PID         -  HS2410
 HS2410  STATE/COUNTY-  CA/STANISLAUS
 HS2410  USGS QUAD   -  NEWMAN (1978)
 HS2410
 HS2410                         *CURRENT SURVEY CONTROL
 HS2410  ___________________________________________________________________
 HS2410* NAD 83(1986)-  37 18 46.     (N)    121 01 07.     (W)     SCALED    
 HS2410* NAVD 88     -        25.94   (+/-2cm)      85.1    (feet)  VERTCON   
 HS2410  ___________________________________________________________________
 HS2410  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2410  VERT ORDER  -  THIRD (See Below)
 HS2410
 HS2410.The horizontal coordinates were scaled from a topographic map and have
 HS2410.an estimated accuracy of +/- 6 seconds.
 HS2410
 HS2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2410.The vertical order pertains to the NGVD 29 superseded value.
 HS2410
 HS2410.The geoid height was determined by GEOID03.
 HS2410
 HS2410;                    North         East    Units  Estimated Accuracy
 HS2410;SPC CA 3     -   590,330.    1,954,030.      MT  (+/- 180 meters Scaled)
 HS2410
 HS2410                          SUPERSEDED SURVEY CONTROL
 HS2410
 HS2410  NGVD 29 (??/??/??)   25.19   (m)           82.6    (f) RESET       3  
 HS2410
 HS2410.Superseded values are not recommended for survey control.
 HS2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2410.See file dsdata.txt to determine how the superseded data were derived.
 HS2410
 HS2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG755314(NAD 83)
 HS2410_MARKER: Z = SEE DESCRIPTION
 HS2410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2410_SP_SET: CONCRETE
 HS2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2410
 HS2410  HISTORY     - Date     Condition        Report By
 HS2410  HISTORY     - UNK      MONUMENTED       CGS
 HS2410  HISTORY     - 1935     GOOD             NGS
 HS2410  HISTORY     - 1958     MARK NOT FOUND   NGS
 HS2410
 HS2410                          STATION DESCRIPTION
 HS2410
 HS2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS2410'IN NEWMAN.
 HS2410'10 FT. EAST OF THE INTERSECTION OF STANILAUS AND M STREETS,
 HS2410'ABOUT 8 INCHES BELOW SURFACE OF STREET.
 HS2410
 HS2410                          STATION RECOVERY (1958)
 HS2410
 HS2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HS2410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5644 ***********************************************************************
 DX5644  DESIGNATION -  10 OJA
 DX5644  PID         -  DX5644
 DX5644  STATE/COUNTY-  CA/RIVERSIDE
 DX5644  USGS QUAD   -  BACHELOR MTN (1978)
 DX5644
 DX5644                         *CURRENT SURVEY CONTROL
 DX5644  ___________________________________________________________________
 DX5644* NAD 83(1986)-  33 35 58.     (N)    117 04 49.     (W)     SCALED    
 DX5644* NAVD 88     -       453.204  (meters)    1486.89   (feet)  ADJUSTED  
 DX5644  ___________________________________________________________________
 DX5644  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5644  DYNAMIC HT  -         452.690 (meters)    1485.20  (feet)  COMP
 DX5644  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 DX5644
 DX5644  VERT ORDER  -  FIRST     CLASS II
 DX5644
 DX5644.The horizontal coordinates were scaled from a topographic map and have
 DX5644.an estimated accuracy of +/- 6 seconds.
 DX5644
 DX5644.The orthometric height was determined by differential leveling
 DX5644.and adjusted in May 1994.
 DX5644
 DX5644.The geoid height was determined by GEOID03.
 DX5644
 DX5644.The dynamic height is computed by dividing the NAVD 88
 DX5644.geopotential number by the normal gravity value computed on the
 DX5644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5644.degrees latitude (g = 980.6199 gals.).
 DX5644
 DX5644.The modeled gravity was interpolated from observed gravity values.
 DX5644
 DX5644;                    North         East    Units  Estimated Accuracy
 DX5644;SPC CA 6     -   659,210.    1,922,940.      MT  (+/- 180 meters Scaled)
 DX5644
 DX5644                          SUPERSEDED SURVEY CONTROL
 DX5644
 DX5644.No superseded survey control is available for this station.
 DX5644
 DX5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT925177(NAD 83)
 DX5644_MARKER: DD = SURVEY DISK
 DX5644_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX5644_SP_SET: STRUCTURE SLAB
 DX5644_STAMPING: 10 OJA 1968
 DX5644_MARK LOGO: MWDSC 
 DX5644_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5644+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5644
 DX5644  HISTORY     - Date     Condition        Report By
 DX5644  HISTORY     - 1968     MONUMENTED       MWDSC
 DX5644  HISTORY     - 19921109 GOOD             MWDSC
 DX5644
 DX5644                          STATION DESCRIPTION
 DX5644
 DX5644'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5644'LAKE SKINNER RESERVOIR, FROM THE LAKE SKINNER SURVEY OFFICE HEAD
 DX5644'NORTH ACROSS THE DAM TO A ROAD THAT HEADS WEST ALONG THE SOUTH SIDE
 DX5644'OF THE SAN DIEGO CANAL.  HEAD WEST ALONG SAN DIEGO CANAL 0.7 MILES
 DX5644'(1.1 KM) TO THE WEST BYPASS STRUCTURE.  BENCHMARK IS LOCATED 9.1 FEET
 DX5644'(2.8 M) EAST OF CENTERLINE OF BYPASS CANAL AND 10.5 FEET (3.2 M)
 DX5644'SOUTH OF BYPASS STRUCTURE HANDRAIL, IN TOP OF A CONCRETE SLAB AT THE
 DX5644'SOUTH END OF THE WEST BYPASS SCREENING STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0178 ***********************************************************************
 EU0178  DESIGNATION -  10 P
 EU0178  PID         -  EU0178
 EU0178  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0178  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0178
 EU0178                         *CURRENT SURVEY CONTROL
 EU0178  ___________________________________________________________________
 EU0178* NAD 83(1986)-  34 05 37.     (N)    114 57 08.     (W)     SCALED    
 EU0178* NAVD 88     -       293.565  (meters)     963.14   (feet)  ADJUSTED  
 EU0178  ___________________________________________________________________
 EU0178  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EU0178  DYNAMIC HT  -         293.246 (meters)     962.09  (feet)  COMP
 EU0178  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 EU0178
 EU0178  VERT ORDER  -  FIRST     CLASS I
 EU0178
 EU0178.The horizontal coordinates were scaled from a topographic map and have
 EU0178.an estimated accuracy of +/- 6 seconds.
 EU0178
 EU0178.The orthometric height was determined by differential leveling
 EU0178.and adjusted in June 1991.
 EU0178
 EU0178.The geoid height was determined by GEOID03.
 EU0178
 EU0178.The dynamic height is computed by dividing the NAVD 88
 EU0178.geopotential number by the normal gravity value computed on the
 EU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0178.degrees latitude (g = 980.6199 gals.).
 EU0178
 EU0178.The modeled gravity was interpolated from observed gravity values.
 EU0178
 EU0178;                    North         East    Units  Estimated Accuracy
 EU0178;SPC CA 5     -   570,110.    2,281,210.      MT  (+/- 180 meters Scaled)
 EU0178
 EU0178                          SUPERSEDED SURVEY CONTROL
 EU0178
 EU0178  NGVD 29 (??/??/92)  292.917  (m)          961.01   (f) ADJ UNCH    1 1
 EU0178
 EU0178.Superseded values are not recommended for survey control.
 EU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0178.See file dsdata.txt to determine how the superseded data were derived.
 EU0178
 EU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT889744(NAD 83)
 EU0178_MARKER: P = PIPE CAP
 EU0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0178_STAMPING: 10 P
 EU0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0178
 EU0178  HISTORY     - Date     Condition        Report By
 EU0178  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0178  HISTORY     - 1930     GOOD             MWDSC
 EU0178  HISTORY     - 1976     GOOD             NGS
 EU0178  HISTORY     - 1978     GOOD             NGS
 EU0178
 EU0178                          STATION DESCRIPTION
 EU0178
 EU0178'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0178'6 MI W FROM RICE.
 EU0178'ABOUT 6 MILES WEST OF RICE, SAN BERNARDINO COUNTY, 2 MILES
 EU0178'SOUTHWEST ALONG THE PRELIMINARY LOCATION SURVEY TRAVERSE FROM
 EU0178'THE CROSSING OF THE PARKER CUT-OFF OF THE ATCHISON, TOPEKA AND
 EU0178'SANTA FE RAILWAY, 7 POLES WEST OF MILEPOST 145, ABOUT 600 FEET
 EU0178'SOUTH-SOUTHWEST OF THE WEST END OF THE FREDA SIPHON AT TRAVERSE
 EU0178'STATION 2833+67, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 EU0178'DISTRICT OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON THE
 EU0178'TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE.
 EU0178
 EU0178                          STATION RECOVERY (1976)
 EU0178
 EU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0178'3.9 MILES NORTHWEST ALONG HIGHWAY 62 FROM THE CROSSING OF THE ATCHISON
 EU0178'TOPEKA AND SANTA FE RAILROAD AT RICE, THENCE 2.0 MILES WEST ALONG THE
 EU0178'AQUEDUCT, 0.1 MILE SOUTHWEST OF THE POINT WHERE THE AQUEDUCT GOES
 EU0178'UNDERGROUND, ON A SANDY KNOLL, 0.1 MILE SOUTH OF THE AQUEDUCT,
 EU0178'SURROUNDED BY 2 BY 2.
 EU0178
 EU0178                          STATION RECOVERY (1978)
 EU0178
 EU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0176 ***********************************************************************
 EU0176  DESIGNATION -  10 R
 EU0176  PID         -  EU0176
 EU0176  STATE/COUNTY-  CA/RIVERSIDE
 EU0176  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0176
 EU0176                         *CURRENT SURVEY CONTROL
 EU0176  ___________________________________________________________________
 EU0176* NAD 83(1986)-  34 04 40.     (N)    114 58 41.     (W)     SCALED    
 EU0176* NAVD 88     -       291.09   (+/-2cm)     955.0    (feet)  VERTCON   
 EU0176  ___________________________________________________________________
 EU0176  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EU0176  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0176
 EU0176.The horizontal coordinates were scaled from a topographic map and have
 EU0176.an estimated accuracy of +/- 6 seconds.
 EU0176
 EU0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0176.The vertical order pertains to the NGVD 29 superseded value.
 EU0176
 EU0176.The geoid height was determined by GEOID03.
 EU0176
 EU0176;                    North         East    Units  Estimated Accuracy
 EU0176;SPC CA 6     -   712,670.    2,117,400.      MT  (+/- 180 meters Scaled)
 EU0176
 EU0176                          SUPERSEDED SURVEY CONTROL
 EU0176
 EU0176  NGVD 29 (??/??/??)  290.436  (m)          952.87   (f) ADJUSTED    1 2
 EU0176
 EU0176.Superseded values are not recommended for survey control.
 EU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0176.See file dsdata.txt to determine how the superseded data were derived.
 EU0176
 EU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT865726(NAD 83)
 EU0176_MARKER: P = PIPE CAP
 EU0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0176_STAMPING: 10 R
 EU0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0176
 EU0176  HISTORY     - Date     Condition        Report By
 EU0176  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0176  HISTORY     - 1930     GOOD             MWDSC
 EU0176  HISTORY     - 1976     POOR             NGS
 EU0176
 EU0176                          STATION DESCRIPTION
 EU0176
 EU0176'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0176'7.2 MI W FROM RICE.
 EU0176'IN RIVERSIDE COUNTY, ABOUT 7-1/4 MILES WEST OF RICE, SAN
 EU0176'BERNARDINO COUNTY, ABOUT 4-1/2 MILES SOUTHWEST ALONG THE
 EU0176'PRELIMINARY LOCATION SURVEY TRAVERSE FROM THE CROSSING OF THE
 EU0176'PARKER CUT-OFF OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7
 EU0176'POLES WEST OF MILEPOST 145, ABOUT 800 FEET SOUTH OF TRAVERSE
 EU0176'STATION 2935+00, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 EU0176'DISTRICT OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON THE
 EU0176'TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE.
 EU0176
 EU0176                          STATION RECOVERY (1976)
 EU0176
 EU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0176'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0374 ***********************************************************************
 EU0374  DESIGNATION -  10 T MWDSC
 EU0374  PID         -  EU0374
 EU0374  STATE/COUNTY-  CA/RIVERSIDE
 EU0374  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0374
 EU0374                         *CURRENT SURVEY CONTROL
 EU0374  ___________________________________________________________________
 EU0374* NAD 83(1986)-  34 04 12.     (N)    115 00 53.     (W)     SCALED    
 EU0374* NAVD 88     -       280.924  (meters)     921.66   (feet)  ADJUSTED  
 EU0374  ___________________________________________________________________
 EU0374  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EU0374  DYNAMIC HT  -         280.617 (meters)     920.66  (feet)  COMP
 EU0374  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 EU0374
 EU0374  VERT ORDER  -  FIRST     CLASS I
 EU0374
 EU0374.The horizontal coordinates were scaled from a topographic map and have
 EU0374.an estimated accuracy of +/- 6 seconds.
 EU0374
 EU0374.The orthometric height was determined by differential leveling
 EU0374.and adjusted in June 1991.
 EU0374
 EU0374.The geoid height was determined by GEOID03.
 EU0374
 EU0374.The dynamic height is computed by dividing the NAVD 88
 EU0374.geopotential number by the normal gravity value computed on the
 EU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0374.degrees latitude (g = 980.6199 gals.).
 EU0374
 EU0374.The modeled gravity was interpolated from observed gravity values.
 EU0374
 EU0374;                    North         East    Units  Estimated Accuracy
 EU0374;SPC CA 6     -   711,770.    2,114,030.      MT  (+/- 180 meters Scaled)
 EU0374
 EU0374                          SUPERSEDED SURVEY CONTROL
 EU0374
 EU0374  NGVD 29 (??/??/92)  280.273  (m)          919.53   (f) ADJ UNCH    1 1
 EU0374
 EU0374.Superseded values are not recommended for survey control.
 EU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0374.See file dsdata.txt to determine how the superseded data were derived.
 EU0374
 EU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT831716(NAD 83)
 EU0374_MARKER: P = PIPE CAP
 EU0374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0374_STAMPING: 10 T
 EU0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0374
 EU0374  HISTORY     - Date     Condition        Report By
 EU0374  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0374  HISTORY     - 1930     GOOD             MWDSC
 EU0374  HISTORY     - 1956     MARK NOT FOUND   USGS
 EU0374  HISTORY     - 1976     GOOD             NGS
 EU0374  HISTORY     - 1978     GOOD             NGS
 EU0374
 EU0374                          STATION DESCRIPTION
 EU0374
 EU0374'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0374'9.8 MI W FROM RICE.
 EU0374'IN RIVERSIDE COUNTY, ABOUT 9-3/4 MILES WEST OF RICE, SAN
 EU0374'BERNARDINO COUNTY, 7.1 MILES SOUTHWEST ALONG THE PRELIMINARY
 EU0374'LOCATION SURVEY TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF
 EU0374'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF
 EU0374'MILEPOST 145, 310 FEET NORTH OF TRAVERSE STATION 3077+00, AND
 EU0374'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0374'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0374'GALVANIZED-IRON PIPE SET IN CONCRETE.  NOTE-- THERE HAS BEEN
 EU0374'RECENT WORK ON THE LEVEE IN THIS AREA, AND THE MARK MAY HAVE
 EU0374'BEEN DESTROYED.
 EU0374
 EU0374                          STATION RECOVERY (1956)
 EU0374
 EU0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0374'MARK NOT FOUND.
 EU0374
 EU0374                          STATION RECOVERY (1976)
 EU0374
 EU0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0374'10.2 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0374'STATION AT IRON MOUNTAIN, 107 FT. SOUTH OF THE SOUTH SIDE OF AQUEDUCT,
 EU0374'SURROUNDED BY 2 BY 2.
 EU0374
 EU0374                          STATION RECOVERY (1978)
 EU0374
 EU0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0373 ***********************************************************************
 EU0373  DESIGNATION -  10 U MWDSC
 EU0373  PID         -  EU0373
 EU0373  STATE/COUNTY-  CA/RIVERSIDE
 EU0373  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0373
 EU0373                         *CURRENT SURVEY CONTROL
 EU0373  ___________________________________________________________________
 EU0373* NAD 83(1986)-  34 04 02.     (N)    115 02 18.     (W)     SCALED    
 EU0373* NAVD 88     -       283.71   (+/-2cm)     930.8    (feet)  VERTCON   
 EU0373  ___________________________________________________________________
 EU0373  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EU0373  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0373
 EU0373.The horizontal coordinates were scaled from a topographic map and have
 EU0373.an estimated accuracy of +/- 6 seconds.
 EU0373
 EU0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0373.The vertical order pertains to the NGVD 29 superseded value.
 EU0373
 EU0373.The geoid height was determined by GEOID03.
 EU0373
 EU0373;                    North         East    Units  Estimated Accuracy
 EU0373;SPC CA 6     -   711,440.    2,111,850.      MT  (+/- 180 meters Scaled)
 EU0373
 EU0373                          SUPERSEDED SURVEY CONTROL
 EU0373
 EU0373  NGVD 29 (??/??/??)  283.051  (m)          928.64   (f) ADJUSTED    1 2
 EU0373
 EU0373.Superseded values are not recommended for survey control.
 EU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0373.See file dsdata.txt to determine how the superseded data were derived.
 EU0373
 EU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT810713(NAD 83)
 EU0373_MARKER: P = PIPE CAP
 EU0373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0373_STAMPING: 10 U
 EU0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0373
 EU0373  HISTORY     - Date     Condition        Report By
 EU0373  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0373  HISTORY     - 1930     GOOD             MWDSC
 EU0373  HISTORY     - 1956     GOOD             USGS
 EU0373  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0373
 EU0373                          STATION DESCRIPTION
 EU0373
 EU0373'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0373'10.8 MI W FROM RICE.
 EU0373'IN RIVERSIDE COUNTY, ABOUT 10-3/4 MILES WEST OF RICE, SAN
 EU0373'BERNARDINO COUNTY, 8.4 MILES SOUTHWEST ALONG THE PRELIMINARY
 EU0373'LOCATION SURVEY TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF
 EU0373'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF
 EU0373'MILEPOST 145, AND 1200 FEET WEST OF A LARGE WASH, ABOUT 600 FEET
 EU0373'SOUTHEAST OF TRAVERSE STATION 3138+70, AND SURROUNDED BY A FENCE.
 EU0373'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0373'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET
 EU0373'IN CONCRETE.  NOTE-- TO REACH FROM RICE DRIVE 3.9 MILES WEST
 EU0373'ALONG THE DESERT CENTER ROAD, TURN LEFT (SOUTHWEST) ON THE
 EU0373'AQUEDUCT ROAD AND DRIVE 7.0 MILES TO AQUEDUCT HEADWALL 58.24.
 EU0373'THE MARK IS ON THE SOUTH SIDE OF THE AQUEDUCT AND ABOUT 1000 FEET
 EU0373'DUE WEST OF THE HEADWALL.
 EU0373
 EU0373                          STATION RECOVERY (1956)
 EU0373
 EU0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0373'RECOVERED IN GOOD CONDITION.
 EU0373
 EU0373                          STATION RECOVERY (1976)
 EU0373
 EU0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0373'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1805 ***********************************************************************
 JS1805  DESIGNATION -  10 USE
 JS1805  PID         -  JS1805
 JS1805  STATE/COUNTY-  CA/SACRAMENTO
 JS1805  USGS QUAD   -  RIO VISTA (1993)
 JS1805
 JS1805                         *CURRENT SURVEY CONTROL
 JS1805  ___________________________________________________________________
 JS1805* NAD 83(1986)-  38 10 06.     (N)    121 38 12.     (W)     SCALED    
 JS1805* NAVD 88     -         2.99   (+/-2cm)       9.8    (feet)  VERTCON   
 JS1805  ___________________________________________________________________
 JS1805  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 JS1805  VERT ORDER  -  THIRD (See Below)
 JS1805
 JS1805.The horizontal coordinates were scaled from a topographic map and have
 JS1805.an estimated accuracy of +/- 6 seconds.
 JS1805
 JS1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1805.The vertical order pertains to the NGVD 29 superseded value.
 JS1805
 JS1805.The geoid height was determined by GEOID03.
 JS1805
 JS1805;                    North         East    Units  Estimated Accuracy
 JS1805;SPC CA 2     -   555,750.    2,031,840.      MT  (+/- 180 meters Scaled)
 JS1805
 JS1805                          SUPERSEDED SURVEY CONTROL
 JS1805
 JS1805  NGVD 29 (??/??/??)    2.26   (m)            7.4    (f) RESET       3  
 JS1805
 JS1805.Superseded values are not recommended for survey control.
 JS1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1805.See file dsdata.txt to determine how the superseded data were derived.
 JS1805
 JS1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH194253(NAD 83)
 JS1805_MARKER: P = PIPE CAP
 JS1805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1805_STAMPING: 10 11.06
 JS1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1805
 JS1805  HISTORY     - Date     Condition        Report By
 JS1805  HISTORY     - UNK      MONUMENTED       DOD
 JS1805  HISTORY     - 1966     GOOD             NGS
 JS1805
 JS1805                          STATION DESCRIPTION
 JS1805
 JS1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JS1805'1.4 MI W FROM ISLETON.
 JS1805'1.4 MILES WEST ALONG STATE HIGHWAY 160 FROM THE POST OFFICE
 JS1805'AT ISLETON, IN R3E T4N, 150 FEET SOUTH OF THE CENTER OF THE
 JS1805'JUNCTION OF A GRAVELED ROAD SOUTH, 106.3 FEET NORTHEAST OF THE
 JS1805'NORTHEAST CORNER OF A METAL BARN, 9 1/2 FEET EAST OF THE CENTER
 JS1805'LINE OF THE ROAD, 60.4 FEET EAST AND ACROSS THE ROAD FROM THE
 JS1805'SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 1.1 FEET SOUTH OF A
 JS1805'WITNESS POST, ABOUT 12 FEET LOWER THAN THE HIGHWAY, AND SCREWED
 JS1805'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.1 FOOT ABOVE
 JS1805'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2556 ***********************************************************************
 GU2556  DESIGNATION -  10 USGS
 GU2556  PID         -  GU2556
 GU2556  STATE/COUNTY-  CA/SAN BENITO
 GU2556  USGS QUAD   -  PAICINES (1984)
 GU2556
 GU2556                         *CURRENT SURVEY CONTROL
 GU2556  ___________________________________________________________________
 GU2556* NAD 83(1986)-  36 40 30.     (N)    121 15 35.     (W)     SCALED    
 GU2556* NAVD 88     -       235.18   (+/-2cm)     771.6    (feet)  VERTCON   
 GU2556  ___________________________________________________________________
 GU2556  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GU2556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2556
 GU2556.The horizontal coordinates were scaled from a topographic map and have
 GU2556.an estimated accuracy of +/- 6 seconds.
 GU2556
 GU2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2556.The vertical order pertains to the NGVD 29 superseded value.
 GU2556
 GU2556.The geoid height was determined by GEOID03.
 GU2556
 GU2556;                    North         East    Units  Estimated Accuracy
 GU2556;SPC CA 4     -   651,250.    1,798,040.      MT  (+/- 180 meters Scaled)
 GU2556
 GU2556                          SUPERSEDED SURVEY CONTROL
 GU2556
 GU2556  NGVD 29 (??/??/92)  234.237  (m)          768.49   (f) ADJ UNCH    2 0
 GU2556
 GU2556.Superseded values are not recommended for survey control.
 GU2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2556.See file dsdata.txt to determine how the superseded data were derived.
 GU2556
 GU2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF555602(NAD 83)
 GU2556_MARKER: P = PIPE CAP
 GU2556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2556_STAMPING: 769 1917 10
 GU2556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2556
 GU2556  HISTORY     - Date     Condition        Report By
 GU2556  HISTORY     - 1917     MONUMENTED       USGS
 GU2556  HISTORY     - 1935     GOOD             NGS
 GU2556  HISTORY     - 1968     MARK NOT FOUND   USGS
 GU2556
 GU2556                          STATION DESCRIPTION
 GU2556
 GU2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GU2556'4 MI SE FROM PAICINES.
 GU2556'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, SAN
 GU2556'BENITO COUNTY, IN FRONT OF THE A.F. UNDERWOOD RANCHHOUSE, 20
 GU2556'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET SOUTH
 GU2556'OF THE FRONT GATE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GU2556'CAP, STAMPED 769 1917 10 AND RIVETED ON THE TOP OF AN IRON PIPE.
 GU2556'NOTE-- THE RANCHHOUSE WAS DEMOLISHED YEARS AGO AND THE GATE MOVED
 GU2556'TO ANOTHER LOCATION.  THE PRESENT LANDOWNER RECALLED SEEING THE
 GU2556'BM SEVERAL YEARS AGO BUT WE WERE UNABLE TO FIND IT.
 GU2556
 GU2556                          STATION RECOVERY (1968)
 GU2556
 GU2556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GU2556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0298 ***********************************************************************
 HS0298  DESIGNATION -  10 USGS
 HS0298  PID         -  HS0298
 HS0298  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0298  USGS QUAD   -  UNION ISLAND (1978)
 HS0298
 HS0298                         *CURRENT SURVEY CONTROL
 HS0298  ___________________________________________________________________
 HS0298* NAD 83(1986)-  37 51 03.     (N)    121 26 58.     (W)     SCALED    
 HS0298* NAVD 88     -         1.03   (+/-2cm)       3.4    (feet)  VERTCON   
 HS0298  ___________________________________________________________________
 HS0298  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HS0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0298
 HS0298.The horizontal coordinates were scaled from a topographic map and have
 HS0298.an estimated accuracy of +/- 6 seconds.
 HS0298
 HS0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0298.The vertical order pertains to the NGVD 29 superseded value.
 HS0298
 HS0298.The geoid height was determined by GEOID03.
 HS0298
 HS0298;                    North         East    Units  Estimated Accuracy
 HS0298;SPC CA 3     -   650,340.    1,916,450.      MT  (+/- 180 meters Scaled)
 HS0298
 HS0298                          SUPERSEDED SURVEY CONTROL
 HS0298
 HS0298  NGVD 29 (??/??/92)    0.34   (m)            1.1    (f) COMPUTED    1 2
 HS0298
 HS0298.Superseded values are not recommended for survey control.
 HS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0298.See file dsdata.txt to determine how the superseded data were derived.
 HS0298
 HS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG364903(NAD 83)
 HS0298_MARKER: DD = SURVEY DISK
 HS0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0298_STAMPING: CAL 2 10 1910
 HS0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0298
 HS0298  HISTORY     - Date     Condition        Report By
 HS0298  HISTORY     - 1910     MONUMENTED       USGS
 HS0298  HISTORY     - 1963     GOOD             NGS
 HS0298  HISTORY     - 1967     GOOD             NGS
 HS0298  HISTORY     - 19760319 POOR             USPSQD
 HS0298
 HS0298                          STATION DESCRIPTION
 HS0298
 HS0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS0298'AT DAVID BIXLER SCHOOL.
 HS0298'AT DAVID BIXLER SCHOOL, AT THE JUNCTION OF TRACY AND HOWARD ROADS,
 HS0298'ABOUT 120 YARDS WEST OF THE SCHOOL BUILDING, 51 FEET EAST OF THE
 HS0298'CENTER LINE OF TRACY ROAD, 125 FEET SOUTH OF THE CENTER LINE OF
 HS0298'HOWARD ROAD, 45 FEET NORTH-NORTHEAST OF TELEPHONE POLE G 35 AV 156
 HS0298'WITH A GUY WIRE, 3.0 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 HS0298'WITNESS POST, ABOUT LEVEL WITH THE ROADS, A CAP RIVETED ON THE TOP
 HS0298'OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1.8 FEET ABOVE THE
 HS0298'GROUND.
 HS0298
 HS0298                          STATION RECOVERY (1967)
 HS0298
 HS0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0298'RECOVERED IN GOOD CONDITION.
 HS0298
 HS0298                          STATION RECOVERY (1976)
 HS0298
 HS0298'RECOVERY NOTE BY US POWER SQUADRON 1976 (FLA)
 HS0298'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0382 ***********************************************************************
 JT0382  DESIGNATION -  10 USN
 JT0382  PID         -  JT0382
 JT0382  STATE/COUNTY-  CA/CONTRA COSTA
 JT0382  USGS QUAD   -  VINE HILL (1980)
 JT0382
 JT0382                         *CURRENT SURVEY CONTROL
 JT0382  ___________________________________________________________________
 JT0382* NAD 83(1986)-  38 02 45.     (N)    122 01 46.     (W)     SCALED    
 JT0382* NAVD 88     -         3.69   (+/-2cm)      12.1    (feet)  VERTCON   
 JT0382  ___________________________________________________________________
 JT0382  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JT0382  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0382
 JT0382.The horizontal coordinates were scaled from a topographic map and have
 JT0382.an estimated accuracy of +/- 6 seconds.
 JT0382
 JT0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0382.The vertical order pertains to the NGVD 29 superseded value.
 JT0382
 JT0382.The geoid height was determined by GEOID03.
 JT0382
 JT0382;                    North         East    Units  Estimated Accuracy
 JT0382;SPC CA 3     -   672,660.    1,865,760.      MT  (+/- 180 meters Scaled)
 JT0382
 JT0382                          SUPERSEDED SURVEY CONTROL
 JT0382
 JT0382  NGVD 29 (??/??/92)    2.90   (m)            9.5    (f) COMPUTED    1 2
 JT0382
 JT0382.Superseded values are not recommended for survey control.
 JT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0382.See file dsdata.txt to determine how the superseded data were derived.
 JT0382
 JT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH851113(NAD 83)
 JT0382_MARKER: B = BOLT
 JT0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0382_STAMPING: CT 41
 JT0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0382+STABILITY: SURFACE MOTION
 JT0382
 JT0382  HISTORY     - Date     Condition        Report By
 JT0382  HISTORY     - UNK      MONUMENTED       DOD
 JT0382  HISTORY     - 1951     GOOD             NGS
 JT0382  HISTORY     - 1962     GOOD             NGS
 JT0382
 JT0382                          STATION DESCRIPTION
 JT0382
 JT0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0382'0.5 MI W FROM PORT CHICAGO.
 JT0382'ABOUT 0.5 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JT0382'STATION AT PORT CHICAGO, BETWEEN THE TRACKS AND GATE 16 TO THE
 JT0382'U.S. NAVAL MAGAZINE, 180.4 FEET SOUTH OF THE CENTER OF THE
 JT0382'GATE, 39.5 FEET WEST OF A POWER LINE POLE, 33.0 FEET EAST OF
 JT0382'THE CENTER LINE OF A ROAD INTO GATE 16, 22.3 FEET NORTH OF THE
 JT0382'CENTER LINE OF AN ASPHALT ROAD PARALLELING THE TRACKS, IN THE
 JT0382'TOP OF A CONCRETE POST ABOUT 0.2 FOOT BELOW THE SURFACE OF THE
 JT0382'PAVEMENT AND PROTECTED BY A 2-BY-12 INCH CAST IRON COVER.
 JT0382'NOTE-- REPORTED IN SEPTEMBER 1956 THAT THE BOLT IS STAMPED CT 41.
 JT0382
 JT0382                          STATION RECOVERY (1962)
 JT0382
 JT0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JT0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0372 ***********************************************************************
 EU0372  DESIGNATION -  10 V MWDSC
 EU0372  PID         -  EU0372
 EU0372  STATE/COUNTY-  CA/RIVERSIDE
 EU0372  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0372
 EU0372                         *CURRENT SURVEY CONTROL
 EU0372  ___________________________________________________________________
 EU0372* NAD 83(1986)-  34 04 27.     (N)    115 03 42.     (W)     SCALED    
 EU0372* NAVD 88     -       282.535  (meters)     926.95   (feet)  ADJUSTED  
 EU0372  ___________________________________________________________________
 EU0372  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EU0372  DYNAMIC HT  -         282.224 (meters)     925.93  (feet)  COMP
 EU0372  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 EU0372
 EU0372  VERT ORDER  -  FIRST     CLASS I
 EU0372
 EU0372.The horizontal coordinates were scaled from a topographic map and have
 EU0372.an estimated accuracy of +/- 6 seconds.
 EU0372
 EU0372.The orthometric height was determined by differential leveling
 EU0372.and adjusted in June 1991.
 EU0372
 EU0372.The geoid height was determined by GEOID03.
 EU0372
 EU0372.The dynamic height is computed by dividing the NAVD 88
 EU0372.geopotential number by the normal gravity value computed on the
 EU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0372.degrees latitude (g = 980.6199 gals.).
 EU0372
 EU0372.The modeled gravity was interpolated from observed gravity values.
 EU0372
 EU0372;                    North         East    Units  Estimated Accuracy
 EU0372;SPC CA 6     -   712,180.    2,109,690.      MT  (+/- 180 meters Scaled)
 EU0372
 EU0372                          SUPERSEDED SURVEY CONTROL
 EU0372
 EU0372  NGVD 29 (??/??/92)  281.879  (m)          924.80   (f) ADJ UNCH    1 1
 EU0372
 EU0372.Superseded values are not recommended for survey control.
 EU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0372.See file dsdata.txt to determine how the superseded data were derived.
 EU0372
 EU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT788720(NAD 83)
 EU0372_MARKER: P = PIPE CAP
 EU0372_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0372_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0372_STAMPING: 10 V
 EU0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0372
 EU0372  HISTORY     - Date     Condition        Report By
 EU0372  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0372  HISTORY     - 1930     GOOD             MWDSC
 EU0372  HISTORY     - 1956     GOOD             USGS
 EU0372  HISTORY     - 1976     GOOD             NGS
 EU0372  HISTORY     - 1978     GOOD             NGS
 EU0372
 EU0372                          STATION DESCRIPTION
 EU0372
 EU0372'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0372'12 MI W FROM RICE.
 EU0372'IN RIVERSIDE COUNTY, 12 MILES WEST OF RICE, SAN BERNARDINO
 EU0372'COUNTY, 9.7 MILES WEST ALONG THE PRELIMINARY LOCATION SURVEY
 EU0372'TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF OF THE
 EU0372'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF MILEPOST
 EU0372'145, 375 FEET NORTH OF TRAVERSE STATION 3211+40, NORTH OF A LARGE
 EU0372'WASH, ON A SAND RIDGE, AND SURROUNDED BY A FENCE.  A
 EU0372'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0372'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET
 EU0372'IN CONCRETE.  NOTE-- TO REACH FROM RICE DRIVE 3.9 MILES WEST
 EU0372'ALONG THE DESERT CENTER ROAD, TURN LEFT (SOUTHWEST) AND DRIVE
 EU0372'8.6 MILES TO HEADWALL 59.91.  THE MARK IS 315 FEET SOUTHEAST OF
 EU0372'THE CENTER OF THE HEADWALL, AND SET IN THE TOP OF A CONCRETE
 EU0372'POST.
 EU0372
 EU0372                          STATION RECOVERY (1956)
 EU0372
 EU0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0372'RECOVERED IN GOOD CONDITION.
 EU0372
 EU0372                          STATION RECOVERY (1976)
 EU0372
 EU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0372'7.55 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0372'STATION AT IRON MOUNTAIN, 167 FT. SOUTHEAST OF THE AQUEDUCT, 0.05 MILE
 EU0372'SOUTHEAST OF A SIPHON, 59.91 DURROUNDED BY 2 BY 2, 50 YARDS EAST OF A
 EU0372'DEEP SAND WASH.
 EU0372
 EU0372                          STATION RECOVERY (1978)
 EU0372
 EU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0371 ***********************************************************************
 EU0371  DESIGNATION -  10 W MWDSC
 EU0371  PID         -  EU0371
 EU0371  STATE/COUNTY-  CA/RIVERSIDE
 EU0371  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0371
 EU0371                         *CURRENT SURVEY CONTROL
 EU0371  ___________________________________________________________________
 EU0371* NAD 83(1986)-  34 04 33.     (N)    115 04 36.     (W)     SCALED    
 EU0371* NAVD 88     -       282.668  (meters)     927.39   (feet)  ADJUSTED  
 EU0371  ___________________________________________________________________
 EU0371  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0371  DYNAMIC HT  -         282.356 (meters)     926.36  (feet)  COMP
 EU0371  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 EU0371
 EU0371  VERT ORDER  -  FIRST     CLASS I
 EU0371
 EU0371.The horizontal coordinates were scaled from a topographic map and have
 EU0371.an estimated accuracy of +/- 6 seconds.
 EU0371
 EU0371.The orthometric height was determined by differential leveling
 EU0371.and adjusted in June 1991.
 EU0371
 EU0371.The geoid height was determined by GEOID03.
 EU0371
 EU0371.The dynamic height is computed by dividing the NAVD 88
 EU0371.geopotential number by the normal gravity value computed on the
 EU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0371.degrees latitude (g = 980.6199 gals.).
 EU0371
 EU0371.The modeled gravity was interpolated from observed gravity values.
 EU0371
 EU0371;                    North         East    Units  Estimated Accuracy
 EU0371;SPC CA 6     -   712,350.    2,108,300.      MT  (+/- 180 meters Scaled)
 EU0371
 EU0371                          SUPERSEDED SURVEY CONTROL
 EU0371
 EU0371  NGVD 29 (??/??/92)  282.011  (m)          925.23   (f) ADJ UNCH    1 1
 EU0371
 EU0371.Superseded values are not recommended for survey control.
 EU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0371.See file dsdata.txt to determine how the superseded data were derived.
 EU0371
 EU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT774722(NAD 83)
 EU0371_MARKER: DD = SURVEY DISK
 EU0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0371_SP_SET: IN CONCRETE
 EU0371_STAMPING: 10 W
 EU0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0371
 EU0371  HISTORY     - Date     Condition        Report By
 EU0371  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0371  HISTORY     - 1930     GOOD             MWDSC
 EU0371  HISTORY     - 1956     GOOD             USGS
 EU0371  HISTORY     - 1976     GOOD             NGS
 EU0371  HISTORY     - 1978     GOOD             NGS
 EU0371
 EU0371                          STATION DESCRIPTION
 EU0371
 EU0371'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0371'13 MI W FROM RICE.
 EU0371'IN RIVERSIDE COUNTY, 13 MILES WEST OF RICE, SAN BERNARDINO
 EU0371'COUNTY, 11 MILES WEST ALONG THE PRELIMINARY LOCATION SURVEY
 EU0371'TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF OF THE
 EU0371'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF MILEPOST
 EU0371'145, ON A SAND RIDGE, 250 FEET SOUTHEAST OF TRAVERSE STATION
 EU0371'3262+90, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 EU0371'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN CONCRETE.
 EU0371'NOTE-- TO REACH FROM RICE, DRIVE 3.9 MILES WEST ALONG THE DESERT
 EU0371'CENTER ROAD, TURN LEFT (SOUTHWEST) AND DRIVE 9.7 MILES TO
 EU0371'HEADWALL 61.08.  CROSS THE AQUEDUCT TO THE ROAD ON THE SOUTH
 EU0371'LEVEE AND DRIVE EAST TO A SLIGHT BEND IN THE AQUEDUCT.  THE MARK
 EU0371'IS 490 FEET SOUTHEAST OF THE BEND AND 350 FEET SOUTH OF THE
 EU0371'LEVEE.
 EU0371
 EU0371                          STATION RECOVERY (1956)
 EU0371
 EU0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0371'RECOVERED IN GOOD CONDITION.
 EU0371
 EU0371                          STATION RECOVERY (1976)
 EU0371
 EU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0371'6.65 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0371'STATION AT IRON MOUNTAIN, 0.1 MILE SOUTH OF THE AQUEDUCT, ON A SANDY
 EU0371'KNOLL, SURROUNDED BY 2 BY 2.
 EU0371
 EU0371                          STATION RECOVERY (1978)
 EU0371
 EU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3332 ***********************************************************************
 AH3332  DESIGNATION -  10 WBA
 AH3332  PID         -  AH3332
 AH3332  STATE/COUNTY-  CA/LOS ANGELES
 AH3332  USGS QUAD   -  PASADENA (1994)
 AH3332
 AH3332                         *CURRENT SURVEY CONTROL
 AH3332  ___________________________________________________________________
 AH3332* NAD 83(1986)-  34 09 17.     (N)    118 13 53.     (W)     SCALED    
 AH3332* NAVD 88     -       209.585  (meters)     687.61   (feet)  ADJUSTED  
 AH3332  ___________________________________________________________________
 AH3332  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AH3332  DYNAMIC HT  -         209.365 (meters)     686.89  (feet)  COMP
 AH3332  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 AH3332
 AH3332  VERT ORDER  -  FIRST     CLASS II
 AH3332
 AH3332.The horizontal coordinates were scaled from a topographic map and have
 AH3332.an estimated accuracy of +/- 6 seconds.
 AH3332
 AH3332.The orthometric height was determined by differential leveling
 AH3332.and adjusted in May 1999.
 AH3332
 AH3332.The geoid height was determined by GEOID03.
 AH3332
 AH3332.The dynamic height is computed by dividing the NAVD 88
 AH3332.geopotential number by the normal gravity value computed on the
 AH3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3332.degrees latitude (g = 980.6199 gals.).
 AH3332
 AH3332.The modeled gravity was interpolated from observed gravity values.
 AH3332
 AH3332;                    North         East    Units  Estimated Accuracy
 AH3332;SPC CA 5     -   572,650.    1,978,660.      MT  (+/- 180 meters Scaled)
 AH3332
 AH3332                          SUPERSEDED SURVEY CONTROL
 AH3332
 AH3332.No superseded survey control is available for this station.
 AH3332
 AH3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864799(NAD 83)
 AH3332_MARKER: S = SPIKE
 AH3332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3332_SP_SET: CURB
 AH3332_MARK LOGO: MWDSC 
 AH3332_PROJECTION: FLUSH
 AH3332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3332+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 AH3332
 AH3332  HISTORY     - Date     Condition        Report By
 AH3332  HISTORY     - 1969     MONUMENTED       MWDSC
 AH3332  HISTORY     - 19970616 GOOD             MWDSC
 AH3332
 AH3332                          STATION DESCRIPTION
 AH3332
 AH3332'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3332'IN THE CITY OF GLENDALE, AT THE SOUTHEAST CORNER OF GLENOAKS BLVD. AND
 AH3332'GLENANDALE TERRACE, 15.24 M (50.00 FT) EASTERLY OF THE CENTERLINE OF
 AH3332'GLENOAKS BLVD., 4.57 M (14.99 FT) SOUTHERLY OF THE CENTERLINE OF
 AH3332'GLENANDALE TERRACE, STATION IS ON TOP OF CONCRETE CURB 3.05 M (10.01
 AH3332'FT) WESTERLY OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0370 ***********************************************************************
 EU0370  DESIGNATION -  10 X MWDSC
 EU0370  PID         -  EU0370
 EU0370  STATE/COUNTY-  CA/RIVERSIDE
 EU0370  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0370
 EU0370                         *CURRENT SURVEY CONTROL
 EU0370  ___________________________________________________________________
 EU0370* NAD 83(1986)-  34 04 47.     (N)    115 05 57.     (W)     SCALED    
 EU0370* NAVD 88     -       282.816  (meters)     927.87   (feet)  ADJUSTED  
 EU0370  ___________________________________________________________________
 EU0370  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0370  DYNAMIC HT  -         282.504 (meters)     926.85  (feet)  COMP
 EU0370  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 EU0370
 EU0370  VERT ORDER  -  FIRST     CLASS I
 EU0370
 EU0370.The horizontal coordinates were scaled from a topographic map and have
 EU0370.an estimated accuracy of +/- 6 seconds.
 EU0370
 EU0370.The orthometric height was determined by differential leveling
 EU0370.and adjusted in June 1991.
 EU0370
 EU0370.The geoid height was determined by GEOID03.
 EU0370
 EU0370.The dynamic height is computed by dividing the NAVD 88
 EU0370.geopotential number by the normal gravity value computed on the
 EU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0370.degrees latitude (g = 980.6199 gals.).
 EU0370
 EU0370.The modeled gravity was interpolated from observed gravity values.
 EU0370
 EU0370;                    North         East    Units  Estimated Accuracy
 EU0370;SPC CA 6     -   712,760.    2,106,220.      MT  (+/- 180 meters Scaled)
 EU0370
 EU0370                          SUPERSEDED SURVEY CONTROL
 EU0370
 EU0370  NGVD 29 (??/??/92)  282.158  (m)          925.71   (f) ADJ UNCH    1 1
 EU0370
 EU0370.Superseded values are not recommended for survey control.
 EU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0370.See file dsdata.txt to determine how the superseded data were derived.
 EU0370
 EU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT753726(NAD 83)
 EU0370_MARKER: DD = SURVEY DISK
 EU0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0370_SP_SET: IN CONCRETE
 EU0370_STAMPING: 10 X
 EU0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0370
 EU0370  HISTORY     - Date     Condition        Report By
 EU0370  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0370  HISTORY     - 1930     GOOD             MWDSC
 EU0370  HISTORY     - 1956     GOOD             USGS
 EU0370  HISTORY     - 1976     GOOD             NGS
 EU0370  HISTORY     - 1978     GOOD             NGS
 EU0370
 EU0370                          STATION DESCRIPTION
 EU0370
 EU0370'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0370'14.2 MI W FROM RICE.
 EU0370'IN RIVERSIDE COUNTY, ABOUT 14-1/4 MILES WEST OF RICE, SAN
 EU0370'BERNARDINO COUNTY, 12.3 MILES WEST ALONG THE PRELIMINARY LOCATION
 EU0370'SURVEY TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF OF THE
 EU0370'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF MILEPOST
 EU0370'145, ABOUT 400 FEET SOUTH OF TRAVERSE STATION 3330+90, 200 FEET
 EU0370'EAST OF A SMALL WASH, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 EU0370'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 EU0370'CONCRETE.  NOTE-- TO REACH FROM RICE, DRIVE 3.9 MILES WEST ALONG
 EU0370'THE DESERT CENTER ROAD TO A ROAD FOLLOWING THE AQUEDUCT, TURN
 EU0370'LEFT (SOUTHWEST) AND DRIVE 10.7 MILES ALONG THE AQUEDUCT ROAD TO
 EU0370'HEADWALL 62.19.  THE MARK IS 960 FEET SOUTHEAST OF THE HEADWALL,
 EU0370'AND 150 FEET EAST OF A LEVEE.
 EU0370
 EU0370                          STATION RECOVERY (1956)
 EU0370
 EU0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0370'RECOVERED IN GOOD CONDITION.
 EU0370
 EU0370                          STATION RECOVERY (1976)
 EU0370
 EU0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0370'5.4 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0370'STATION AT IRON MOUNTAIN, 0.1 MILE SOUTHWEST OF THE AQUEDUCT, 1007 FT.
 EU0370'SOUTH OF THE COUNTY LINE, 0.2 MILES SOUTHWEST OF SIPHON HEADWALL 62.2,
 EU0370'SURROUNDED BY 2 BY 2.
 EU0370
 EU0370                          STATION RECOVERY (1978)
 EU0370
 EU0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0369 ***********************************************************************
 EU0369  DESIGNATION -  10 Y MWDSC
 EU0369  PID         -  EU0369
 EU0369  STATE/COUNTY-  CA/RIVERSIDE
 EU0369  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0369
 EU0369                         *CURRENT SURVEY CONTROL
 EU0369  ___________________________________________________________________
 EU0369* NAD 83(1986)-  34 05 13.     (N)    115 06 54.     (W)     SCALED    
 EU0369* NAVD 88     -       278.39   (+/-2cm)     913.4    (feet)  VERTCON   
 EU0369  ___________________________________________________________________
 EU0369  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EU0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0369
 EU0369.The horizontal coordinates were scaled from a topographic map and have
 EU0369.an estimated accuracy of +/- 6 seconds.
 EU0369
 EU0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0369.The vertical order pertains to the NGVD 29 superseded value.
 EU0369
 EU0369.The geoid height was determined by GEOID03.
 EU0369
 EU0369;                    North         East    Units  Estimated Accuracy
 EU0369;SPC CA 6     -   713,540.    2,104,750.      MT  (+/- 180 meters Scaled)
 EU0369
 EU0369                          SUPERSEDED SURVEY CONTROL
 EU0369
 EU0369  NGVD 29 (??/??/??)  277.728  (m)          911.18   (f) ADJUSTED    1 2
 EU0369
 EU0369.Superseded values are not recommended for survey control.
 EU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0369.See file dsdata.txt to determine how the superseded data were derived.
 EU0369
 EU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT739734(NAD 83)
 EU0369_MARKER: DD = SURVEY DISK
 EU0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0369_SP_SET: IN CONCRETE
 EU0369_STAMPING: 10 Y
 EU0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0369
 EU0369  HISTORY     - Date     Condition        Report By
 EU0369  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0369  HISTORY     - 1930     GOOD             MWDSC
 EU0369  HISTORY     - 1956     GOOD             USGS
 EU0369  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0369
 EU0369                          STATION DESCRIPTION
 EU0369
 EU0369'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0369'15.2 MI W FROM RICE.
 EU0369'IN RIVERSIDE COUNTY, ABOUT 15-1/4 MILES WEST OF RICE, SAN
 EU0369'BERNARDINO COUNTY, 13 MILES WEST ALONG THE PRELIMINARY LOCATION
 EU0369'TRAVERSE FROM THE CROSSING OF THE PARKER CUT-OFF OF THE
 EU0369'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 7 POLES WEST OF MILEPOST
 EU0369'145, 375 FEET NORTH OF TRAVERSE STATION 3387+00, AND SURROUNDED
 EU0369'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0369'CALIFORNIA STANDARD DISK, SET IN CONCRETE.  NOTE-- TO REACH FROM
 EU0369'RICE DRIVE 14.4 MILES WEST ALONG THE DESERT CENTER ROAD TO THE
 EU0369'POINT WHERE THE ROAD CROSSES THE AQUEDUCT.  THE MARK IS 290
 EU0369'FEET WEST-NORTHWEST OF THIS CROSSING, AND 75 FEET NORTH OF THE
 EU0369'ROAD.
 EU0369
 EU0369                          STATION RECOVERY (1956)
 EU0369
 EU0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0369'RECOVERED IN GOOD CONDITION.
 EU0369
 EU0369                          STATION RECOVERY (1976)
 EU0369
 EU0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0369'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0368 ***********************************************************************
 EU0368  DESIGNATION -  10 Z MWDSC
 EU0368  PID         -  EU0368
 EU0368  STATE/COUNTY-  CA/RIVERSIDE
 EU0368  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0368
 EU0368                         *CURRENT SURVEY CONTROL
 EU0368  ___________________________________________________________________
 EU0368* NAD 83(1986)-  34 04 54.     (N)    115 07 16.     (W)     SCALED    
 EU0368* NAVD 88     -       294.89   (+/-2cm)     967.5    (feet)  VERTCON   
 EU0368  ___________________________________________________________________
 EU0368  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EU0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0368
 EU0368.The horizontal coordinates were scaled from a topographic map and have
 EU0368.an estimated accuracy of +/- 6 seconds.
 EU0368
 EU0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0368.The vertical order pertains to the NGVD 29 superseded value.
 EU0368
 EU0368.The geoid height was determined by GEOID03.
 EU0368
 EU0368;                    North         East    Units  Estimated Accuracy
 EU0368;SPC CA 6     -   712,950.    2,104,190.      MT  (+/- 180 meters Scaled)
 EU0368
 EU0368                          SUPERSEDED SURVEY CONTROL
 EU0368
 EU0368  NGVD 29 (??/??/??)  294.232  (m)          965.33   (f) ADJUSTED    1 2
 EU0368
 EU0368.Superseded values are not recommended for survey control.
 EU0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0368.See file dsdata.txt to determine how the superseded data were derived.
 EU0368
 EU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT733728(NAD 83)
 EU0368_MARKER: DD = SURVEY DISK
 EU0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0368_SP_SET: IN CONCRETE
 EU0368_STAMPING: 10 Z
 EU0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0368
 EU0368  HISTORY     - Date     Condition        Report By
 EU0368  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0368  HISTORY     - 1930     GOOD             MWDSC
 EU0368  HISTORY     - 1956     GOOD             USGS
 EU0368  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0368
 EU0368                          STATION DESCRIPTION
 EU0368
 EU0368'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0368'15.2 MI W FROM RICE.
 EU0368'IN RIVERSIDE COUNTY, ABOUT 15-1/4 MILES WEST OF RICE, SAN
 EU0368'BERNARDINO COUNTY, ABOUT 1500 FEET SOUTH OF THE EAST PORTAL OF
 EU0368'THE GRANITE MOUNTAINS TUNNEL AT PRELIMINARY LOCATION SURVEY
 EU0368'STATION 3400+00, 425 FEET EAST OF STATION 3413+00, ON THE WEST
 EU0368'SIDE OF A SMALL WASH, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 EU0368'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 EU0368'CONCRETE.  NOTE-- TO REACH FROM RICE, DRIVE 14.4 MILES WEST
 EU0368'ALONG THE DESERT CENTER ROAD TO THE AQUEDUCT CROSSING, CONTINUE
 EU0368'ON THE HIGHWAY FOR 0.5 MILE, TURN SOUTH OFF THE HIGHWAY AND
 EU0368'DRIVE 1/4 MILE ACROSS COUNTRY TO THE BENCH MARK.
 EU0368
 EU0368                          STATION RECOVERY (1956)
 EU0368
 EU0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0368'RECOVERED IN GOOD CONDITION.
 EU0368
 EU0368                          STATION RECOVERY (1976)
 EU0368
 EU0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0368'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0264 ***********************************************************************
 HT0264  DESIGNATION -  10+15 USE
 HT0264  PID         -  HT0264
 HT0264  STATE/COUNTY-  CA/ALAMEDA
 HT0264  USGS QUAD   -  SAN LEANDRO (1993)
 HT0264
 HT0264                         *CURRENT SURVEY CONTROL
 HT0264  ___________________________________________________________________
 HT0264* NAD 83(1986)-  37 43 34.     (N)    122 12 11.     (W)     SCALED    
 HT0264* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 HT0264  ___________________________________________________________________
 HT0264  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HT0264  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0264
 HT0264.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0264
 HT0264.The horizontal coordinates were scaled from a topographic map and have
 HT0264.an estimated accuracy of +/- 6 seconds.
 HT0264
 HT0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0264.The vertical order pertains to the NGVD 29 superseded value.
 HT0264
 HT0264.The geoid height was determined by GEOID03.
 HT0264
 HT0264;                    North         East    Units  Estimated Accuracy
 HT0264;SPC CA 3     -   637,440.    1,849,880.      MT  (+/- 180 meters Scaled)
 HT0264
 HT0264                          SUPERSEDED SURVEY CONTROL
 HT0264
 HT0264  NGVD 29 (??/??/92)    0.440  (m)            1.44   (f) ADJ UNCH    1 2
 HT0264
 HT0264.Superseded values are not recommended for survey control.
 HT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0264.See file dsdata.txt to determine how the superseded data were derived.
 HT0264
 HT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG702757(NAD 83)
 HT0264_MARKER: P = PIPE CAP
 HT0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0264_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0264
 HT0264  HISTORY     - Date     Condition        Report By
 HT0264  HISTORY     - UNK      MONUMENTED       DOD
 HT0264  HISTORY     - 1956     GOOD             NGS
 HT0264  HISTORY     - 1963     GOOD             NGS
 HT0264
 HT0264                          STATION DESCRIPTION
 HT0264
 HT0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0264'AT OAKLAND MUN AIRPORT.
 HT0264'AT OAKLAND MUNICIPAL AIRPORT, AT THE C.A.A. BUILDING, 500 FEET
 HT0264'NORTHEAST OF AND ACROSS A TAXISTRIP FROM THE CENTER LINE OF A
 HT0264'NORTHWEST-SOUTHEAST RUNWAY, 52 FEET NORTHEAST OF THE NORTHEAST
 HT0264'EDGE OF THE NORTHWEST-SOUTHEAST TAXISTRIP, 9.4 FEET SOUTH OF
 HT0264'THE WEST CORNER OF THE BUILDING, 1.1 FEET SOUTH OF THE EAST
 HT0264'CORNER OF A FENCE AROUND AN ELECTRIC TRANSFORMER, ABOUT LEVEL
 HT0264'WITH THE TAXIWAY, AND ENCASED IN CONCRETE PROJECTING 0.4 FOOT
 HT0264'ABOVE THE GROUND.
 HT0264
 HT0264                          STATION RECOVERY (1963)
 HT0264
 HT0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0422 ***********************************************************************
 DY0422  DESIGNATION -  10.00 C OF LB
 DY0422  PID         -  DY0422
 DY0422  STATE/COUNTY-  CA/LOS ANGELES
 DY0422  USGS QUAD   -  LONG BEACH (1981)
 DY0422
 DY0422                         *CURRENT SURVEY CONTROL
 DY0422  ___________________________________________________________________
 DY0422* NAD 83(1986)-  33 52 15.     (N)    118 10 58.     (W)     SCALED    
 DY0422* NAVD 88     -        17.77   (+/-2cm)      58.3    (feet)  VERTCON   
 DY0422  ___________________________________________________________________
 DY0422  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY0422  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0422
 DY0422.The horizontal coordinates were scaled from a topographic map and have
 DY0422.an estimated accuracy of +/- 6 seconds.
 DY0422
 DY0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0422.The vertical order pertains to the NGVD 29 superseded value.
 DY0422
 DY0422.The geoid height was determined by GEOID03.
 DY0422
 DY0422;                    North         East    Units  Estimated Accuracy
 DY0422;SPC CA 5     -   541,150.    1,983,090.      MT  (+/- 180 meters Scaled)
 DY0422
 DY0422                          SUPERSEDED SURVEY CONTROL
 DY0422
 DY0422  NGVD 29 (??/??/92)   17.029  (m)           55.87   (f) ADJ UNCH    1 2
 DY0422
 DY0422.Superseded values are not recommended for survey control.
 DY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0422.See file dsdata.txt to determine how the superseded data were derived.
 DY0422
 DY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT906484(NAD 83)
 DY0422_MARKER: DD = SURVEY DISK
 DY0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0422_SP_SET: CEMENT BLOCK
 DY0422_STAMPING: CITY ENGINEER STANDARD BASE 10-00 ELEV 56
 DY0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0422
 DY0422  HISTORY     - Date     Condition        Report By
 DY0422  HISTORY     - UNK      MONUMENTED       CA1970
 DY0422  HISTORY     - 1946     GOOD             NGS
 DY0422  HISTORY     - 1961     GOOD             NGS
 DY0422
 DY0422                          STATION DESCRIPTION
 DY0422
 DY0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0422'AT LONG BEACH.
 DY0422'AT LONG BEACH, AT LOUGHTON PARK, 1175.0 FEET NORTH OF THE CENTER
 DY0422'LINE OF HARDING STREET, 30.0 FEET WEST OF THE CENTERLINE OF MYRTLE
 DY0422'STREET, 35.0 FEET SOUTH OF THE LINE OF THE EUCALYPTUS TREES ALONG
 DY0422'THE SOUTH SIDE OF PLAYGROUND AREA, 9.0 FEET SOUTHEAST OF THE MOST
 DY0422'NORTHERLY ONE OF ROW OF PALM TREES BORDERING THE EAST SIDE OF
 DY0422'THE PARK, SET IN THE TOP OF CEMENT POURED INTO A 6-INCH IRON
 DY0422'PIPE WHICH IS REINFORCED WITH MASSIVE BLOCK OF CEMENT, 1.5 FEET
 DY0422'ABOVE THE GROUND.  A 2-INCH BRONZE DISK, STAMPED CITY ENGINEER
 DY0422'STANDARD BASE 10.00 ELEV 56.
 DY0422
 DY0422                          STATION RECOVERY (1961)
 DY0422
 DY0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0758 ***********************************************************************
 HR0758  DESIGNATION -  10.130+00
 HR0758  PID         -  HR0758
 HR0758  STATE/COUNTY-  CA/MARIPOSA
 HR0758  USGS QUAD   -  WAWONA (1992)
 HR0758
 HR0758                         *CURRENT SURVEY CONTROL
 HR0758  ___________________________________________________________________
 HR0758* NAD 83(1986)-  37 30 11.     (N)    119 37 51.     (W)     SCALED    
 HR0758* NAVD 88     -      1546.39   (+/-2cm)    5073.4    (feet)  VERTCON   
 HR0758  ___________________________________________________________________
 HR0758  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 HR0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0758
 HR0758.The horizontal coordinates were scaled from a topographic map and have
 HR0758.an estimated accuracy of +/- 6 seconds.
 HR0758
 HR0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0758.The vertical order pertains to the NGVD 29 superseded value.
 HR0758
 HR0758.The geoid height was determined by GEOID03.
 HR0758
 HR0758;                    North         East    Units  Estimated Accuracy
 HR0758;SPC CA 3     -   611,680.    2,076,850.      MT  (+/- 180 meters Scaled)
 HR0758
 HR0758                          SUPERSEDED SURVEY CONTROL
 HR0758
 HR0758  NGVD 29 (??/??/92) 1545.306  (m)         5069.89   (f) ADJ UNCH    2 0
 HR0758
 HR0758.Superseded values are not recommended for survey control.
 HR0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0758.See file dsdata.txt to determine how the superseded data were derived.
 HR0758
 HR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB674539(NAD 83)
 HR0758_MARKER: P = PIPE CAP
 HR0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0758_STAMPING: 5147.89 10.130+00 28.51 1931
 HR0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0758
 HR0758  HISTORY     - Date     Condition        Report By
 HR0758  HISTORY     - 1931     MONUMENTED       BPR
 HR0758  HISTORY     - 1952     MARK NOT FOUND   NGS
 HR0758
 HR0758                          STATION DESCRIPTION
 HR0758
 HR0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HR0758'0.3 MI S FROM SOUTH GATE RANGER STATION.
 HR0758'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM SOUTH GATE RANGER
 HR0758'STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 235 FEET
 HR0758'SOUTH OF A DRAIN AT THE EDGE OF A SMALL CUT, 35 FEET WEST OF
 HR0758'THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF TWO CEDAR TREES,
 HR0758'AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES BUREAU
 HR0758'OF PUBLIC ROADS STANDARD CAP, STAMPED 5147.89 10.130+00 28.51
 HR0758'1931 AND FASTENED ON THE TOP OF A 2-INCH GALVANIZED-IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1692 ***********************************************************************
 LU1692  DESIGNATION -  10.3
 LU1692  PID         -  LU1692
 LU1692  STATE/COUNTY-  CA/SHASTA
 LU1692  USGS QUAD   -  LAMOINE (1990)
 LU1692
 LU1692                         *CURRENT SURVEY CONTROL
 LU1692  ___________________________________________________________________
 LU1692* NAD 83(1986)-  40 56 15.     (N)    122 25 09.     (W)     SCALED    
 LU1692* NAVD 88     -       387.825  (meters)    1272.39   (feet)  ADJUSTED  
 LU1692  ___________________________________________________________________
 LU1692  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 LU1692  DYNAMIC HT  -         387.616 (meters)    1271.70  (feet)  COMP
 LU1692  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LU1692
 LU1692  VERT ORDER  -  FIRST     CLASS II
 LU1692
 LU1692.The horizontal coordinates were scaled from a topographic map and have
 LU1692.an estimated accuracy of +/- 6 seconds.
 LU1692
 LU1692.The orthometric height was determined by differential leveling
 LU1692.and adjusted in June 1991.
 LU1692
 LU1692.The geoid height was determined by GEOID03.
 LU1692
 LU1692.The dynamic height is computed by dividing the NAVD 88
 LU1692.geopotential number by the normal gravity value computed on the
 LU1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1692.degrees latitude (g = 980.6199 gals.).
 LU1692
 LU1692.The modeled gravity was interpolated from observed gravity values.
 LU1692
 LU1692;                    North         East    Units  Estimated Accuracy
 LU1692;SPC CA 1     -   678,210.    1,964,700.      MT  (+/- 180 meters Scaled)
 LU1692
 LU1692                          SUPERSEDED SURVEY CONTROL
 LU1692
 LU1692.No superseded survey control is available for this station.
 LU1692
 LU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL488319(NAD 83)
 LU1692_MARKER: DD = SURVEY DISK
 LU1692_SETTING: 66 = SET IN ROCK OUTCROP
 LU1692_SP_SET: BEDROCK
 LU1692_STAMPING: CMC 10.3
 LU1692_MARK LOGO: CADH  
 LU1692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1692+STABILITY: POSITION/ELEVATION WELL
 LU1692
 LU1692  HISTORY     - Date     Condition        Report By
 LU1692  HISTORY     - UNK      MONUMENTED       CADH
 LU1692  HISTORY     - 1988     GOOD             NGS
 LU1692
 LU1692                          STATION DESCRIPTION
 LU1692
 LU1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1692'35.0 KM (21.75 MI) NORTH FROM PROJECT CITY.
 LU1692'35.0 KM (21.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 LU1692'JUNCTION OF STATE HIGHWAY 151 IN PROJECT CITY, IN AN EXPOSED AREA OF
 LU1692'BEDROCK IN A HIGHWAY CUT, 1.2 KM (0.75 MI) SOUTH OF THE INTERSECTION
 LU1692'OF DOG CREEK ROAD, 75.0 M (246.1 FT) EAST OF THE EAST END OF A
 LU1692'GUARDRAIL, AND 30.5 M (100.1 FT) NORTH OF THE CENTER OF THE
 LU1692'NORTHBOUND LANES OF THE HIGHWAY.
 LU1692'THE MARK IS 0.65 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0867 ***********************************************************************
 DC0867  DESIGNATION -  10.828 USGS
 DC0867  PID         -  DC0867
 DC0867  STATE/COUNTY-  CA/SAN DIEGO
 DC0867  USGS QUAD   -  POINT LOMA (1994)
 DC0867
 DC0867                         *CURRENT SURVEY CONTROL
 DC0867  ___________________________________________________________________
 DC0867* NAD 83(1986)-  32 43 19.     (N)    117 10 18.     (W)     SCALED    
 DC0867* NAVD 88     -         3.90   (+/-2cm)      12.8    (feet)  VERTCON   
 DC0867  ___________________________________________________________________
 DC0867  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DC0867  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0867
 DC0867.The horizontal coordinates were scaled from a topographic map and have
 DC0867.an estimated accuracy of +/- 6 seconds.
 DC0867
 DC0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0867.The vertical order pertains to the NGVD 29 superseded value.
 DC0867
 DC0867.The geoid height was determined by GEOID03.
 DC0867
 DC0867;                    North         East    Units  Estimated Accuracy
 DC0867;SPC CA 6     -   561,960.    1,913,600.      MT  (+/- 180 meters Scaled)
 DC0867
 DC0867                          SUPERSEDED SURVEY CONTROL
 DC0867
 DC0867  NGVD 29 (??/??/??)    3.259  (m)           10.69   (f) ADJUSTED    1 2
 DC0867
 DC0867.Superseded values are not recommended for survey control.
 DC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0867.See file dsdata.txt to determine how the superseded data were derived.
 DC0867
 DC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS839204(NAD 83)
 DC0867_MARKER: Q = CHISELED SQUARE
 DC0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0867_SP_SET: CULVERT CURB
 DC0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0867
 DC0867  HISTORY     - Date     Condition        Report By
 DC0867  HISTORY     - UNK      MONUMENTED       USGS
 DC0867  HISTORY     - 1955     GOOD             NGS
 DC0867  HISTORY     - 1967     GOOD             NGS
 DC0867  HISTORY     - 1978     GOOD             NGS
 DC0867  HISTORY     - 19971206 GOOD             USPSQD
 DC0867  HISTORY     - 20021207 MARK NOT FOUND   USPSQD
 DC0867  HISTORY     - 20070303 GOOD             USPSQD
 DC0867
 DC0867                          STATION DESCRIPTION
 DC0867
 DC0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0867'AT SAN DIEGO.
 DC0867'AT SAN DIEGO, AT THE CIVIC CENTER, ON TOP OF THE WEST EDGE OF THE
 DC0867'WEST CONCRETE CURB OF THE PACIFIC COAST HIGHWAY, DIRECTLY IN LINE
 DC0867'WITH EAST ENTRANCE TO THE BUILDING, 45.9 FEET EAST OF THE EAST
 DC0867'SIDE OF THE BASE FOR THE FLAG POLE, AND ABOUT LEVEL WITH THE
 DC0867'SIDEWALK.
 DC0867
 DC0867                          STATION RECOVERY (1967)
 DC0867
 DC0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DC0867'RECOVERED IN GOOD CONDITION.
 DC0867
 DC0867                          STATION RECOVERY (1978)
 DC0867
 DC0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0867'ADD- NOT FIT FOR FIRST ORDER LEVELS.
 DC0867
 DC0867                          STATION RECOVERY (1997)
 DC0867
 DC0867'RECOVERY NOTE BY US POWER SQUADRON 1997
 DC0867'RECOVERED IN GOOD CONDITION.
 DC0867
 DC0867                          STATION RECOVERY (2002)
 DC0867
 DC0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DC0867'MARK NOT FOUND.
 DC0867
 DC0867                          STATION RECOVERY (2007)
 DC0867
 DC0867'RECOVERY NOTE BY US POWER SQUADRON 2007
 DC0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3876 ***********************************************************************
 HS3876  DESIGNATION -  10.88 EBMUD
 HS3876  PID         -  HS3876
 HS3876  STATE/COUNTY-  CA/SAN JOAQUIN
 HS3876  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3876
 HS3876                         *CURRENT SURVEY CONTROL
 HS3876  ___________________________________________________________________
 HS3876* NAD 83(1986)-  37 56 23.     (N)    121 31 53.     (W)     SCALED    
 HS3876* NAVD 88     -         4.00   (+/-2cm)      13.1    (feet)  VERTCON   
 HS3876  ___________________________________________________________________
 HS3876  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HS3876  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3876
 HS3876.The horizontal coordinates were scaled from a topographic map and have
 HS3876.an estimated accuracy of +/- 6 seconds.
 HS3876
 HS3876.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3876.The vertical order pertains to the NGVD 29 superseded value.
 HS3876
 HS3876.The geoid height was determined by GEOID03.
 HS3876
 HS3876;                    North         East    Units  Estimated Accuracy
 HS3876;SPC CA 3     -   660,280.    1,909,340.      MT  (+/- 180 meters Scaled)
 HS3876
 HS3876                          SUPERSEDED SURVEY CONTROL
 HS3876
 HS3876  NGVD 29 (??/??/92)    3.308  (m)           10.85   (f) ADJ UNCH    1 2
 HS3876
 HS3876.Superseded values are not recommended for survey control.
 HS3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3876.See file dsdata.txt to determine how the superseded data were derived.
 HS3876
 HS3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH290001(NAD 83)
 HS3876_MARKER: DD = SURVEY DISK
 HS3876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3876_SP_SET: CONCRETE BOX
 HS3876_STAMPING: P 2448 2041 F 2448 19.37 10.88
 HS3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS3876+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2007
 HS3876
 HS3876  HISTORY     - Date     Condition        Report By
 HS3876  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3876  HISTORY     - 1960     GOOD             NGS
 HS3876  HISTORY     - 1966     GOOD             NGS
 HS3876  HISTORY     - 20070330 GOOD             INDIV
 HS3876
 HS3876                          STATION DESCRIPTION
 HS3876
 HS3876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3876'5.6 MI W FROM HOLT.
 HS3876'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HS3876'AND STORE AT HOLT, THENCE 5.5 MILES WEST ALONG THE MOKELUMNE
 HS3876'AQUEDUCT OF THE EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE
 HS3876'NORTHWEST CORNER OF UPPER JONES TRACT, AT THE CROSSING OF BACON
 HS3876'ISLAND ROAD, 43.7 FEET WEST OF BENCH MARK 16.75 (EBMUD), IN TOP
 HS3876'OF THE NORTH SIDE OF A 10-BY 11 1/2-FOOT CONCRETE BOX, 27 1/2
 HS3876'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 5.5 FEET EAST OF
 HS3876'THE NORTHWEST CORNER OF THE BOX, 1.6 FEET SOUTH OF THE NORTH
 HS3876'EDGE OF THE BOX, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 HS3876
 HS3876                          STATION RECOVERY (1966)
 HS3876
 HS3876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3876'RECOVERED IN GOOD CONDITION.
 HS3876
 HS3876                          STATION RECOVERY (2007)
 HS3876
 HS3876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CC)
 HS3876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0924 ***********************************************************************
 FT0924  DESIGNATION -  100
 FT0924  PID         -  FT0924
 FT0924  STATE/COUNTY-  CA/KERN
 FT0924  USGS QUAD   -  INYOKERN (1972)
 FT0924
 FT0924                         *CURRENT SURVEY CONTROL
 FT0924  ___________________________________________________________________
 FT0924* NAD 83(1986)-  35 41 45.     (N)    117 49 08.     (W)     SCALED    
 FT0924* NAVD 88     -       706.166  (meters)    2316.81   (feet)  ADJUSTED  
 FT0924  ___________________________________________________________________
 FT0924  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FT0924  DYNAMIC HT  -         705.388 (meters)    2314.26  (feet)  COMP
 FT0924  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 FT0924
 FT0924  VERT ORDER  -  FIRST     CLASS II
 FT0924
 FT0924.The horizontal coordinates were scaled from a topographic map and have
 FT0924.an estimated accuracy of +/- 6 seconds.
 FT0924
 FT0924.The orthometric height was determined by differential leveling
 FT0924.and adjusted in June 1991.
 FT0924
 FT0924.The geoid height was determined by GEOID03.
 FT0924
 FT0924.The dynamic height is computed by dividing the NAVD 88
 FT0924.geopotential number by the normal gravity value computed on the
 FT0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0924.degrees latitude (g = 980.6199 gals.).
 FT0924
 FT0924.The modeled gravity was interpolated from observed gravity values.
 FT0924
 FT0924;                    North         East    Units  Estimated Accuracy
 FT0924;SPC CA 5     -   743,600.    2,016,390.      MT  (+/- 180 meters Scaled)
 FT0924
 FT0924                          SUPERSEDED SURVEY CONTROL
 FT0924
 FT0924  NGVD 29 (??/??/92)  705.33   (m)         2314.1    (f) COMPUTED    1 2
 FT0924
 FT0924.Superseded values are not recommended for survey control.
 FT0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0924.See file dsdata.txt to determine how the superseded data were derived.
 FT0924
 FT0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV259505(NAD 83)
 FT0924_MARKER: DD = SURVEY DISK
 FT0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0924_STAMPING: BM 100 1950
 FT0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0924+STABILITY: SURFACE MOTION
 FT0924
 FT0924  HISTORY     - Date     Condition        Report By
 FT0924  HISTORY     - 1950     MONUMENTED       USN
 FT0924  HISTORY     - 1950     GOOD             NGS
 FT0924
 FT0924                          STATION DESCRIPTION
 FT0924
 FT0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0924'13.5 MI NW FROM CHINA LAKE USN .
 FT0924'THE MARK IS LOCATED APPROXIMATELY 0.6 MILES SOUTHWEST OF MARK
 FT0924'T-92 (USN ), AND 0.7 MILES NORTHEAST OF RM A 48 1925, AND WATER
 FT0924'TANK ALONG SOUTHERN PACIFIC RAILROAD LINE, AND IS APPROXIMATELY
 FT0924'ON LINE BETWEEN T-92 AND BM A48 AND ON FAIRLY FLAT GROUND.
 FT0924'THE STATION IS AN USN  BRONZE DISK SET IN THE TOP OF AN 8 IN
 FT0924'SQUARE CONCRETE POST PROJECTION 10 IN ABOVE THE GROUND, AND IS
 FT0924'STAMPED BM 100 1950.  DIRECTION TO REACH THE STATION MAY BE
 FT0924'OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE
 FT0924'NAVAL ORDANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0443 ***********************************************************************
 JT0443  DESIGNATION -  100
 JT0443  PID         -  JT0443
 JT0443  STATE/COUNTY-  CA/NAPA
 JT0443  USGS QUAD   -  NAPA (1980)
 JT0443
 JT0443                         *CURRENT SURVEY CONTROL
 JT0443  ___________________________________________________________________
 JT0443* NAD 83(1992)-  38 21 53.83029(N)    122 20 14.79394(W)     ADJUSTED  
 JT0443* NAVD 88     -        31.39   (+/-2cm)     103.0    (feet)  VERTCON   
 JT0443  ___________________________________________________________________
 JT0443  EPOCH DATE  -        1991.35
 JT0443  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JT0443  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JT0443  HORZ ORDER  -  SECOND
 JT0443  VERT ORDER  -  THIRD (See Below)
 JT0443
 JT0443.The horizontal coordinates were established by classical geodetic methods
 JT0443.and adjusted by the National Geodetic Survey in March 1994.
 JT0443.The horizontal coordinates are valid at the epoch date displayed above.
 JT0443.The epoch date for horizontal control is a decimal equivalence
 JT0443.of Year/Month/Day.
 JT0443
 JT0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0443.The vertical order pertains to the NGVD 29 superseded value.
 JT0443
 JT0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 JT0443
 JT0443.The geoid height was determined by GEOID03.
 JT0443
 JT0443;                    North         East     Units Scale Factor Converg.
 JT0443;SPC CA 2     -   577,569.492 1,970,509.330   MT  0.99999298   -0 12 45.9
 JT0443;SPC CA 2     - 1,894,909.24  6,464,912.69   sFT  0.99999298   -0 12 45.9
 JT0443;UTM  10      - 4,246,516.281   557,881.592   MT  0.99964126   +0 24 40.5
 JT0443
 JT0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JT0443!SPC CA 2     -   0.99999997  x   0.99999298  =   0.99999295
 JT0443!UTM  10      -   0.99999997  x   0.99964126  =   0.99964123
 JT0443
 JT0443                          SUPERSEDED SURVEY CONTROL
 JT0443
 JT0443  NAD 83(1986)-  38 21 53.82579(N)    122 20 14.78920(W) AD(1984.00) 2
 JT0443  NAD 27      -  38 21 54.13600(N)    122 20 10.87000(W) AD(       ) 2
 JT0443  NGVD 29 (??/??/??)   30.58   (m)          100.3    (f) RESET       3  
 JT0443
 JT0443.Superseded values are not recommended for survey control.
 JT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0443.See file dsdata.txt to determine how the superseded data were derived.
 JT0443
 JT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH5788246516(NAD 83)
 JT0443_MARKER: P = PIPE CAP
 JT0443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0443_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0443_STAMPING: 100
 JT0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0443
 JT0443  HISTORY     - Date     Condition        Report By
 JT0443  HISTORY     - 1949     MONUMENTED       CGS
 JT0443  HISTORY     - 1951     GOOD             NGS
 JT0443
 JT0443                          STATION DESCRIPTION
 JT0443
 JT0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JT0443'SEE STATION DRY.
 JT0443
 JT0443                          STATION RECOVERY (1951)
 JT0443
 JT0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JT0443'2.9 MI SE FROM YOUNTVILLE.
 JT0443'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE RAILROAD
 JT0443'STATION AT YOUNTVILLE, 184.9 FEET NORTH OF AND ACROSS THE HIGHWAY
 JT0443'FROM THE CENTER OF TRIANGULATION STATION DRY, 121.0 FEET
 JT0443'SOUTHEAST OF THE EAST CORNER OF BRIDGE 21-14 OVER DRY CREEK,
 JT0443'AT THE T JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST, 86.7
 JT0443'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.0 FEET
 JT0443'SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 13.0 FEET
 JT0443'SOUTHWEST OF A 12-INCH OAK TREE, 1.6 FEET NORTHEAST OF A
 JT0443'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE
 JT0443'TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6479 ***********************************************************************
 EW6479  DESIGNATION -  100 1
 EW6479  PID         -  EW6479
 EW6479  STATE/COUNTY-  CA/VENTURA
 EW6479  USGS QUAD   -  PITAS POINT (1967)
 EW6479
 EW6479                         *CURRENT SURVEY CONTROL
 EW6479  ___________________________________________________________________
 EW6479* NAD 83(1986)-  34 21 43.     (N)    119 26 49.     (W)     SCALED    
 EW6479* NAVD 88     -         6.692  (meters)      21.96   (feet)  ADJUSTED  
 EW6479  ___________________________________________________________________
 EW6479  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW6479  DYNAMIC HT  -           6.685 (meters)      21.93  (feet)  COMP
 EW6479  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 EW6479
 EW6479  VERT ORDER  -  FIRST     CLASS I
 EW6479
 EW6479.The horizontal coordinates were scaled from a topographic map and have
 EW6479.an estimated accuracy of +/- 6 seconds.
 EW6479
 EW6479.The orthometric height was determined by differential leveling
 EW6479.and adjusted in June 1991.
 EW6479
 EW6479.The geoid height was determined by GEOID03.
 EW6479
 EW6479.The dynamic height is computed by dividing the NAVD 88
 EW6479.geopotential number by the normal gravity value computed on the
 EW6479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6479.degrees latitude (g = 980.6199 gals.).
 EW6479
 EW6479.The modeled gravity was interpolated from observed gravity values.
 EW6479
 EW6479;                    North         East    Units  Estimated Accuracy
 EW6479;SPC CA 5     -   596,570.    1,866,910.      MT  (+/- 180 meters Scaled)
 EW6479
 EW6479                          SUPERSEDED SURVEY CONTROL
 EW6479
 EW6479  NGVD 29 (??/??/92)    5.892  (m)           19.33   (f) ADJ UNCH    1 1
 EW6479
 EW6479.Superseded values are not recommended for survey control.
 EW6479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6479.See file dsdata.txt to determine how the superseded data were derived.
 EW6479
 EW6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU749050(NAD 83)
 EW6479_MARKER: DD = SURVEY DISK
 EW6479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6479_SP_SET: WINGWALL
 EW6479_STAMPING: 100-1 1968
 EW6479_MARK LOGO: CA-111
 EW6479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6479+STABILITY: SURFACE MOTION
 EW6479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6479+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW6479
 EW6479  HISTORY     - Date     Condition        Report By
 EW6479  HISTORY     - 1968     MONUMENTED       CA-111
 EW6479  HISTORY     - 1971     GOOD             NGS
 EW6479  HISTORY     - 1977     GOOD             NGS
 EW6479  HISTORY     - 19890327 GOOD             NGS
 EW6479
 EW6479                          STATION DESCRIPTION
 EW6479
 EW6479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6479'5.2 MI SE FROM CARPINTERIA.
 EW6479'5.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6479'STATION AT CARPINTERIA, IN THE CENTER OF THE TOP OF THE EAST WING
 EW6479'WALL OF THE NORTHEAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT,
 EW6479'7.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET SOUTHEAST OF THE
 EW6479'CENTER LINE OF SANTA BARBARA AVENUE, 1.9 FEET EAST OF THE SOUTHEAST
 EW6479'END OF THE HEAD WALL AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 EW6479
 EW6479                          STATION RECOVERY (1977)
 EW6479
 EW6479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6479'RECOVERED IN GOOD CONDITION.
 EW6479
 EW6479                          STATION RECOVERY (1989)
 EW6479
 EW6479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6479'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM
 EW6479'(5.20 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6479'JUNCTION OF LINDEN AVENUE IN CARPINTERIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6097 ***********************************************************************
 EW6097  DESIGNATION -  100 16 V CO
 EW6097  PID         -  EW6097
 EW6097  STATE/COUNTY-  CA/VENTURA
 EW6097  USGS QUAD   -  OXNARD (1967)
 EW6097
 EW6097                         *CURRENT SURVEY CONTROL
 EW6097  ___________________________________________________________________
 EW6097* NAD 83(1986)-  34 08 51.     (N)    119 11 01.     (W)     SCALED    
 EW6097* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 EW6097  ___________________________________________________________________
 EW6097  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6097  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6097
 EW6097.The horizontal coordinates were scaled from a topographic map and have
 EW6097.an estimated accuracy of +/- 6 seconds.
 EW6097
 EW6097.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6097.The vertical order pertains to the NGVD 29 superseded value.
 EW6097
 EW6097.The geoid height was determined by GEOID03.
 EW6097
 EW6097;                    North         East    Units  Estimated Accuracy
 EW6097;SPC CA 5     -   572,470.    1,890,850.      MT  (+/- 180 meters Scaled)
 EW6097
 EW6097                          SUPERSEDED SURVEY CONTROL
 EW6097
 EW6097  NGVD 29 (??/??/92)    3.71   (m)           12.2    (f) COMPUTED    1 1
 EW6097
 EW6097.Superseded values are not recommended for survey control.
 EW6097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6097.See file dsdata.txt to determine how the superseded data were derived.
 EW6097
 EW6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT986806(NAD 83)
 EW6097_MARKER: DD = SURVEY DISK
 EW6097_SETTING: 0 = UNSPECIFIED SETTING
 EW6097_STAMPING: 1969 100-16
 EW6097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6097
 EW6097  HISTORY     - Date     Condition        Report By
 EW6097  HISTORY     - 1969     MONUMENTED       CADH
 EW6097
 EW6097                          STATION DESCRIPTION
 EW6097
 EW6097'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 EW6097'AT OXNARD.
 EW6097'AT OXNARD, AT THE INTERSECTION OF HUENEME ROAD AND PERKINS ROAD.
 EW6097'A CENTER LINE MONUMENT SET IN THE CENTER OF HUENEME ROAD, STAMPED
 EW6097'CALIFORNIA DIVISION OF HIGHWAYS, COVER STAMPED 100-16 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6017 ***********************************************************************
 EW6017  DESIGNATION -  100 17
 EW6017  PID         -  EW6017
 EW6017  STATE/COUNTY-  CA/VENTURA
 EW6017  USGS QUAD   -  OXNARD (1967)
 EW6017
 EW6017                         *CURRENT SURVEY CONTROL
 EW6017  ___________________________________________________________________
 EW6017* NAD 83(1986)-  34 08 50.     (N)    119 08 25.     (W)     SCALED    
 EW6017* NAVD 88     -         6.030  (meters)      19.78   (feet)  READJUSTED
 EW6017  ___________________________________________________________________
 EW6017  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 EW6017  DYNAMIC HT  -           6.020 (meters)      19.75  (feet)  COMP
 EW6017  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 EW6017
 EW6017  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6017
 EW6017.The horizontal coordinates were scaled from a topographic map and have
 EW6017.an estimated accuracy of +/- 6 seconds.
 EW6017
 EW6017.The orthometric height was determined by differential leveling
 EW6017.and adjusted in February 1993.
 EW6017.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6017.distribution rate of 0.0 thru 1.0 mm/km.
 EW6017.The height was derived from older observations constrained to new
 EW6017.heights in a crustal motion area.  The height is approximate in
 EW6017.relation to other heights in its vicinity.
 EW6017
 EW6017.The geoid height was determined by GEOID03.
 EW6017
 EW6017.The dynamic height is computed by dividing the NAVD 88
 EW6017.geopotential number by the normal gravity value computed on the
 EW6017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6017.degrees latitude (g = 980.6199 gals.).
 EW6017
 EW6017.The modeled gravity was interpolated from observed gravity values.
 EW6017
 EW6017;                    North         East    Units  Estimated Accuracy
 EW6017;SPC CA 5     -   572,390.    1,894,840.      MT  (+/- 180 meters Scaled)
 EW6017
 EW6017                          SUPERSEDED SURVEY CONTROL
 EW6017
 EW6017  NGVD 29 (??/??/92)    5.288  (m)           17.35   (f) ADJ UNCH    1 1
 EW6017
 EW6017.Superseded values are not recommended for survey control.
 EW6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6017.See file dsdata.txt to determine how the superseded data were derived.
 EW6017
 EW6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT026805(NAD 83)
 EW6017_MARKER: Z = SEE DESCRIPTION
 EW6017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6017_SP_SET: WELL MONUMENT
 EW6017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6017
 EW6017  HISTORY     - Date     Condition        Report By
 EW6017  HISTORY     - UNK      MONUMENTED       CA-111
 EW6017  HISTORY     - 1969     GOOD             CA-111
 EW6017  HISTORY     - 1977     GOOD             NGS
 EW6017  HISTORY     - 19890601 MARK NOT FOUND   NGS
 EW6017
 EW6017                          STATION DESCRIPTION
 EW6017
 EW6017'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6017'3.9 MI E FROM OXNARD.
 EW6017'3.9 MILES EAST OF PORT HUENEME, 2700 FEET EAST ALONG HUENEME
 EW6017'ROAD FROM THE INTERSECTION OF HUENEME ROAD AND OLDS ROAD AND
 EW6017'IN THE CENTER OF HUENEME ROAD, A STANDARD VENTURA COUNTY WELL
 EW6017'AND MONUMENT.
 EW6017
 EW6017                          STATION RECOVERY (1977)
 EW6017
 EW6017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6017'CORRECTION
 EW6017'0.8 MILE EAST ALONG PLEASANT VALLEY ROAD FROM THE POST OFFICE AT
 EW6017'PORT HUENEME, THENCE 0.5 MILE SOUTH ALONG SAVIERS ROAD, THENCE 2.15
 EW6017'MILES EAST ALONG HUENEME ROAD.
 EW6017
 EW6017                          STATION RECOVERY (1989)
 EW6017
 EW6017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5299 ***********************************************************************
 EW5299  DESIGNATION -  100 2
 EW5299  PID         -  EW5299
 EW5299  STATE/COUNTY-  CA/VENTURA
 EW5299  USGS QUAD   -  PITAS POINT (1967)
 EW5299
 EW5299                         *CURRENT SURVEY CONTROL
 EW5299  ___________________________________________________________________
 EW5299* NAD 83(1986)-  34 19 31.     (N)    119 23 44.     (W)     SCALED    
 EW5299* NAVD 88     -         7.028  (meters)      23.06   (feet)  READJUSTED
 EW5299  ___________________________________________________________________
 EW5299  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 EW5299  DYNAMIC HT  -           7.020 (meters)      23.03  (feet)  COMP
 EW5299  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 EW5299
 EW5299  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5299
 EW5299.The horizontal coordinates were scaled from a topographic map and have
 EW5299.an estimated accuracy of +/- 6 seconds.
 EW5299
 EW5299.The orthometric height was determined by differential leveling
 EW5299.and adjusted in February 1993.
 EW5299.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5299.mark was located on a no-check spur therefore a value was not computed.
 EW5299.The height was derived from older observations constrained to new
 EW5299.heights in a crustal motion area.  The height is approximate in
 EW5299.relation to other heights in its vicinity.
 EW5299.No vertical observational check was made to the station.
 EW5299
 EW5299.The geoid height was determined by GEOID03.
 EW5299
 EW5299.The dynamic height is computed by dividing the NAVD 88
 EW5299.geopotential number by the normal gravity value computed on the
 EW5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5299.degrees latitude (g = 980.6199 gals.).
 EW5299
 EW5299.The modeled gravity was interpolated from observed gravity values.
 EW5299
 EW5299;                    North         East    Units  Estimated Accuracy
 EW5299;SPC CA 5     -   592,440.    1,871,580.      MT  (+/- 180 meters Scaled)
 EW5299
 EW5299                          SUPERSEDED SURVEY CONTROL
 EW5299
 EW5299  NGVD 29 (??/??/92)    6.256  (m)           20.52   (f) ADJ UNCH    1 1
 EW5299
 EW5299.Superseded values are not recommended for survey control.
 EW5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5299.See file dsdata.txt to determine how the superseded data were derived.
 EW5299
 EW5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU795008(NAD 83)
 EW5299_MARKER: DD = SURVEY DISK
 EW5299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5299_SP_SET: CULVERT
 EW5299_STAMPING: 100-2 1968
 EW5299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5299
 EW5299  HISTORY     - Date     Condition        Report By
 EW5299  HISTORY     - 1968     MONUMENTED       CA-111
 EW5299  HISTORY     - 1971     GOOD             NGS
 EW5299  HISTORY     - 1977     GOOD             NGS
 EW5299  HISTORY     - 19890317 MARK NOT FOUND   NGS
 EW5299
 EW5299                          STATION DESCRIPTION
 EW5299
 EW5299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5299'7.8 MI NW FROM VENTURA.
 EW5299'7.85 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5299'STATION AT VENTURA, OPPOSITE HIGHWAY CULVERT 37.49, IN THE TOP
 EW5299'OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF A 36-INCH
 EW5299'PIPE CULVERT UNDER THE RAILROAD, AND ABOUT 2 1/2 FEET LOWER THAN
 EW5299'THE TRACK.
 EW5299
 EW5299                          STATION RECOVERY (1977)
 EW5299
 EW5299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5299'RECOVERED IN GOOD CONDITION.
 EW5299
 EW5299                          STATION RECOVERY (1989)
 EW5299
 EW5299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5355 ***********************************************************************
 EW5355  DESIGNATION -  100 20
 EW5355  PID         -  EW5355
 EW5355  STATE/COUNTY-  CA/VENTURA
 EW5355  USGS QUAD   -  WHITE LEDGE PEAK (1988)
 EW5355
 EW5355                         *CURRENT SURVEY CONTROL
 EW5355  ___________________________________________________________________
 EW5355* NAD 83(1986)-  34 22 36.     (N)    119 28 11.     (W)     SCALED    
 EW5355* NAVD 88     -         7.800  (meters)      25.59   (feet)  ADJUSTED  
 EW5355  ___________________________________________________________________
 EW5355  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW5355  DYNAMIC HT  -           7.792 (meters)      25.56  (feet)  COMP
 EW5355  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 EW5355
 EW5355  VERT ORDER  -  FIRST     CLASS I
 EW5355
 EW5355.The horizontal coordinates were scaled from a topographic map and have
 EW5355.an estimated accuracy of +/- 6 seconds.
 EW5355
 EW5355.The orthometric height was determined by differential leveling
 EW5355.and adjusted in June 1991.
 EW5355
 EW5355.The geoid height was determined by GEOID03.
 EW5355
 EW5355.The dynamic height is computed by dividing the NAVD 88
 EW5355.geopotential number by the normal gravity value computed on the
 EW5355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5355.degrees latitude (g = 980.6199 gals.).
 EW5355
 EW5355.The modeled gravity was interpolated from observed gravity values.
 EW5355
 EW5355;                    North         East    Units  Estimated Accuracy
 EW5355;SPC CA 5     -   598,230.    1,864,840.      MT  (+/- 180 meters Scaled)
 EW5355
 EW5355                          SUPERSEDED SURVEY CONTROL
 EW5355
 EW5355  NGVD 29 (??/??/92)    6.995  (m)           22.95   (f) ADJ UNCH    1 1
 EW5355
 EW5355.Superseded values are not recommended for survey control.
 EW5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5355.See file dsdata.txt to determine how the superseded data were derived.
 EW5355
 EW5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU729066(NAD 83)
 EW5355_MARKER: DD = SURVEY DISK
 EW5355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5355_SP_SET: HEADWALL
 EW5355_STAMPING: 100-20 1973
 EW5355_MARK LOGO: CA-111
 EW5355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5355+STABILITY: SURFACE MOTION
 EW5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5355+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW5355
 EW5355  HISTORY     - Date     Condition        Report By
 EW5355  HISTORY     - 1973     MONUMENTED       CA-111
 EW5355  HISTORY     - 1977     GOOD             NGS
 EW5355  HISTORY     - 19890327 GOOD             NGS
 EW5355
 EW5355                          STATION DESCRIPTION
 EW5355
 EW5355'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW5355'AT CARPINTERIA.
 EW5355'0.42 MILES SOUTHEASTERLY ALONG THE S.P.R.R. FROM VENUTRA-BSANATA BAR-
 EW5355'BARA COUNTY LINE AT BATES ROAD AT R.R. BRIDGE MARKED 384.68. 34.0 FEET
 EW5355'SOUTH OF THE CENTER OF THE RAILROAD TRACK, 44.0 FEET NORTH OF THE CEN-
 EW5355'TER OF THE NORTHBOUND LANE OF HIGHWAY 101 AND 52.0 FEET SOUTHEASTERLY
 EW5355'FROM A TELEGRAPH POLE. A STANDARD VENTURA COUNTY BENCH MARK MONUMENT
 EW5355'SET FLUSH IN 9IN X 4IN CONCRETE HEADWALL AT MILEAGE POST 101 VEN 43.19
 EW5355'AND STAMPED 1973 100-20.
 EW5355
 EW5355                          STATION RECOVERY (1977)
 EW5355
 EW5355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5355'3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5355'STATION AT CARPINTERIA, 0.4 MILE SOUTHEAST OF RAILROAD BRIDGE 384.68
 EW5355'OVER BATES ROAD, IN TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL
 EW5355'OF A CULVERT UNDER U.S. HIGHWAY 101 AT MILEPOST VEN 43.19, 32 FT.
 EW5355'SOUTH OF THE SOUTH RAIL, 44 FT. NORTH OF THE CENTER LINE OF THE
 EW5355'NORTHBOUND LANES OF THE HIGHWAY, 52 FT. EAST OF A TELEGRAPH POLE.
 EW5355
 EW5355                          STATION RECOVERY (1989)
 EW5355
 EW5355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5355'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 EW5355'CHANGE--FROM THE STATION AT CARPINTERIA, TO FROM THE JUNCTION OF
 EW5355'LINDEN AVENUE IN CARPINTERIA.  CHANGE--BRIDGE 384.68, TO BRIDGE
 EW5355'384.21.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5864 ***********************************************************************
 EW5864  DESIGNATION -  100 21
 EW5864  PID         -  EW5864
 EW5864  STATE/COUNTY-  CA/VENTURA
 EW5864  USGS QUAD   -  VENTURA (1967)
 EW5864
 EW5864                         *CURRENT SURVEY CONTROL
 EW5864  ___________________________________________________________________
 EW5864* NAD 83(1986)-  34 19 17.     (N)    119 22 32.     (W)     SCALED    
 EW5864* NAVD 88     -         5.497  (meters)      18.03   (feet)  ADJUSTED  
 EW5864  ___________________________________________________________________
 EW5864  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 EW5864  DYNAMIC HT  -           5.492 (meters)      18.02  (feet)  COMP
 EW5864  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 EW5864
 EW5864  VERT ORDER  -  FIRST     CLASS I
 EW5864
 EW5864.The horizontal coordinates were scaled from a topographic map and have
 EW5864.an estimated accuracy of +/- 6 seconds.
 EW5864
 EW5864.The orthometric height was determined by differential leveling
 EW5864.and adjusted in June 1991.
 EW5864.WARNING-Repeat measurements at this control monument indicate possible
 EW5864.vertical movement.
 EW5864
 EW5864.The geoid height was determined by GEOID03.
 EW5864
 EW5864.The dynamic height is computed by dividing the NAVD 88
 EW5864.geopotential number by the normal gravity value computed on the
 EW5864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5864.degrees latitude (g = 980.6199 gals.).
 EW5864
 EW5864.The modeled gravity was interpolated from observed gravity values.
 EW5864
 EW5864;                    North         East    Units  Estimated Accuracy
 EW5864;SPC CA 5     -   591,980.    1,873,410.      MT  (+/- 180 meters Scaled)
 EW5864
 EW5864                          SUPERSEDED SURVEY CONTROL
 EW5864
 EW5864  NGVD 29 (??/??/92)    4.734  (m)           15.53   (f) ADJ UNCH    1 1
 EW5864
 EW5864.Superseded values are not recommended for survey control.
 EW5864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5864.See file dsdata.txt to determine how the superseded data were derived.
 EW5864
 EW5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU814003(NAD 83)
 EW5864_MARKER: DD = SURVEY DISK
 EW5864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5864_SP_SET: HEADWALL
 EW5864_STAMPING: 100-21 1973
 EW5864_MARK LOGO: CA-111
 EW5864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5864+STABILITY: SURFACE MOTION
 EW5864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5864+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW5864
 EW5864  HISTORY     - Date     Condition        Report By
 EW5864  HISTORY     - 1973     MONUMENTED       CA-111
 EW5864  HISTORY     - 1977     GOOD             NGS
 EW5864  HISTORY     - 19890327 GOOD             NGS
 EW5864
 EW5864                          STATION DESCRIPTION
 EW5864
 EW5864'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW5864'AT VENTURA.
 EW5864'6.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STA-
 EW5864'TION AT VENUTRA, ABOUT 300 FT SOUTHWEST AND ACROSS THE TRACK AND U.S.
 EW5864'HWY 101 FROM MILEPOST 392, ACROSS THE HIGHWAY FROM WOODEN R.R. BRIDGE
 EW5864'39.186, IN THE TOP AND 0.7 FOOT EAST OF THE WEST END OF THE SOUTH CON-
 EW5864'CRETE HEADWALL OF 5-BY-6- FOOT CONRETE BOX CULVERT D 266-28 UNDER THE
 EW5864'HIGHWAY, 25 FT SOUTH OF THE CENTERLINE OF THE SOUTH BOUNDLANES OF THE
 EW5864'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY, 102 FT FROM THE EAST END
 EW5864'OF THE GUARD RAIL AND ABOUT 68 FT FROM A POWER POLE IN BETWEEN THE WES
 EW5864'END OF ONE ROW OF HOUSES AND THE EAST END OF THE NEXT ROW.
 EW5864
 EW5864                          STATION RECOVERY (1977)
 EW5864
 EW5864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5864'6.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5864'STATION AT VENTURA, ABOUT 100 YARDS SOUTHWEST AND ACROSS THE TRACK
 EW5864'FROM RAILROAD BRIDGE 39.186, IN THE TOP AND 0.7 FT. EAST OF THE WEST
 EW5864'END OF THE SOUTH HEADWALL OF CONCRETE BOX CULVERT D 266-28 UNDER THE
 EW5864'HIGHWAY, 68 FT. EAST OF A POWER POLE.
 EW5864
 EW5864                          STATION RECOVERY (1989)
 EW5864
 EW5864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5864'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM
 EW5864'(5.90 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5864'JUNCTION OF CALIFORNIA AVENUE IN VENTURA.  CHANGE--SOUTHWEST AND
 EW5864'ACROSS THE TRACK, TO SOUTHWEST AND ACROSS STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6361 ***********************************************************************
 EW6361  DESIGNATION -  100 22
 EW6361  PID         -  EW6361
 EW6361  STATE/COUNTY-  CA/VENTURA
 EW6361  USGS QUAD   -  POINT MUGU (1967)
 EW6361
 EW6361                         *CURRENT SURVEY CONTROL
 EW6361  ___________________________________________________________________
 EW6361* NAD 83(1992)-  34 04 41.09799(N)    119 01 34.04704(W)     ADJUSTED  
 EW6361* NAVD 88     -         5.145  (meters)      16.88   (feet)  ADJUSTED  
 EW6361  ___________________________________________________________________
 EW6361  EPOCH DATE  -        1991.35
 EW6361  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 EW6361  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EW6361  DYNAMIC HT  -           5.140 (meters)      16.86  (feet)  COMP
 EW6361  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 EW6361
 EW6361  HORZ ORDER  -  SECOND
 EW6361  VERT ORDER  -  FIRST     CLASS I
 EW6361
 EW6361.The horizontal coordinates were established by classical geodetic methods
 EW6361.and adjusted by the National Geodetic Survey in June 1996.
 EW6361.The horizontal coordinates are valid at the epoch date displayed above.
 EW6361.The epoch date for horizontal control is a decimal equivalence
 EW6361.of Year/Month/Day.
 EW6361
 EW6361.The orthometric height was determined by differential leveling
 EW6361.and adjusted in June 1991.
 EW6361
 EW6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW6361
 EW6361.The geoid height was determined by GEOID03.
 EW6361
 EW6361.The dynamic height is computed by dividing the NAVD 88
 EW6361.geopotential number by the normal gravity value computed on the
 EW6361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6361.degrees latitude (g = 980.6199 gals.).
 EW6361
 EW6361.The modeled gravity was interpolated from observed gravity values.
 EW6361
 EW6361;                    North         East     Units Scale Factor Converg.
 EW6361;SPC CA 5     -   564,607.782 1,905,291.099   MT  0.99999060   -0 35 05.7
 EW6361;SPC CA 5     - 1,852,384.03  6,250,942.55   sFT  0.99999060   -0 35 05.7
 EW6361;UTM  11      - 3,772,666.325   313,048.583   MT  1.00003086   -1 08 08.2
 EW6361
 EW6361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW6361!SPC CA 5     -   1.00000484  x   0.99999060  =   0.99999544
 EW6361!UTM  11      -   1.00000484  x   1.00003086  =   1.00003570
 EW6361
 EW6361                          SUPERSEDED SURVEY CONTROL
 EW6361
 EW6361  NAD 83(1986)-  34 04 41.10013(N)    119 01 34.04115(W) AD(1984.00) 2
 EW6361  NAD 27      -  34 04 41.07260(N)    119 01 30.68076(W) AD(       ) 2
 EW6361  NGVD 29 (??/??/92)    4.372  (m)           14.34   (f) ADJ UNCH    1 1
 EW6361
 EW6361.Superseded values are not recommended for survey control.
 EW6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6361.See file dsdata.txt to determine how the superseded data were derived.
 EW6361
 EW6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT1304972666(NAD 83)
 EW6361_MARKER: DB = BENCH MARK DISK
 EW6361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6361_SP_SET: CONCRETE POST
 EW6361_STAMPING: 100-22 1973
 EW6361_MARK LOGO: CA-111
 EW6361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6361+STABILITY: SURFACE MOTION
 EW6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6361+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 EW6361
 EW6361  HISTORY     - Date     Condition        Report By
 EW6361  HISTORY     - 1973     MONUMENTED       CA-111
 EW6361  HISTORY     - 1976     GOOD             CADT
 EW6361  HISTORY     - 1976     GOOD             CADH
 EW6361  HISTORY     - 1977     GOOD             NGS
 EW6361  HISTORY     - 19890509 GOOD             NGS
 EW6361  HISTORY     - 20050427 GOOD             GEOCAC
 EW6361
 EW6361                          STATION DESCRIPTION
 EW6361
 EW6361'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW6361'IN OXNARD.
 EW6361'4.8 MILES SOUTHERLY ALONG HIGHWAY 1 FROM THE INTERSECTIOIN OF HIGHWAY
 EW6361'1 AND LAS POSAS ROAD AT POINT MUGU STATE PARK. 43.0 NORTHERLY FROM THE
 EW6361'NORTHEASTERLY CORNER OF THE MOST SOUTHEASTERLY RESTROOM, 53.0 SOUTH-
 EW6361'ERLY FROM THE CENTER OF HIGHWAY 1, 1.0 NORTH OF A CHAIN LINK FENCE 3.0
 EW6361'HIGH. A STANDARD VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1973 100-
 EW6361'22 SET IN CONCRETE.
 EW6361
 EW6361                          STATION RECOVERY (1976)
 EW6361
 EW6361'RECOVERY NOTE BY CALTRANS 1976 (ARA)
 EW6361'MARK IS A VENTURA COUNTY SURVEY BENCH MARK DISK STAMPED 1973
 EW6361'100-22 SET IN A 12 INCH DIAMETER CONCRETE MONUMENT WHICH IS FLUSH
 EW6361'WITH GROUND SURFACE.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF
 EW6361'PACIFIC COAST HIGHWAY AND 2 FEET NORTH OF A CHAIN LINK FENCE AND
 EW6361'IS THE SAME ELEVATION AS THE STATION.
 EW6361
 EW6361                          STATION RECOVERY (1976)
 EW6361
 EW6361'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1976 (ARA)
 EW6361'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EW6361
 EW6361                          STATION RECOVERY (1977)
 EW6361
 EW6361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6361'12.4 MILES SOUTHEAST ALONG CALIFORNIA HIGHWAY 1 FROM THE JUNCTION OF
 EW6361'WOOLEY ROAD AND SAVIERS ROAD AT OXNARD AT POINT MUGU STATE PARK AT
 EW6361'THE SECOND RESTROOM NORTHWEST OF THE SOUTHEAST END OF THE PARK, 49
 EW6361'FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FT. NORTHEAST OF
 EW6361'THE CENTER LINE OF A FRONTAGE ROAD, 43 FT. NORTHEAST OF THE EAST
 EW6361'CORNER OF THE RESTROOM, 1.0 FT. NORTHEAST OF A CHAIN LINK FENCE,
 EW6361'19 FT. SOUTHEAST OF TRIANGULATION STATION JEWEL CADT.
 EW6361
 EW6361                          STATION RECOVERY (1989)
 EW6361
 EW6361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6361'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--4.0 M
 EW6361'(13.1 FT) SOUTHEAST OF THE CENTER OF A PATH TO A PEDESTRAIN GATE, AND
 EW6361'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  CHANGE--1.0 FT
 EW6361'NORTHEAST OF A CHAIN LINK FENCE, TO 0.55 M (1.8 FT) NORTHEAST OF A
 EW6361'FENCE.
 EW6361
 EW6361                          STATION RECOVERY (2005)
 EW6361
 EW6361'RECOVERY NOTE BY GEOCACHING 2005 (JBC)
 EW6361'THERE IS NOW A RED-AND-WHITE STRIPED, SIX-FOOT-HIGH WITNESS POST
 EW6361'DIRECTLY BETWEEN THE MARK AND THE CHAIN-LINK FENCE.  THE PEDESTRIAN
 EW6361'GATE IS KEPT LOCKED, AND THE PATH MENTIONED IN 1989 HAS BEEN REMOVED.
 EW6361'THE FRONTAGE ROAD MENTIONED IN 1977 IS FOR CAMPSITE AND BEACH ACCESS
 EW6361'TO THE THORNHILL BROOME UNIT OF PT. MUGU SP.  THE RESTROOM MENTIONED
 EW6361'HAS THE NUMERAL '2' ABOVE THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5304 ***********************************************************************
 EW5304  DESIGNATION -  100 3
 EW5304  PID         -  EW5304
 EW5304  STATE/COUNTY-  CA/VENTURA
 EW5304  USGS QUAD   -  PITAS POINT (1967)
 EW5304
 EW5304                         *CURRENT SURVEY CONTROL
 EW5304  ___________________________________________________________________
 EW5304* NAD 83(1986)-  34 19 11.     (N)    119 23 03.     (W)     SCALED    
 EW5304* NAVD 88     -         5.501  (meters)      18.05   (feet)  ADJUSTED  
 EW5304  ___________________________________________________________________
 EW5304  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 EW5304  DYNAMIC HT  -           5.495 (meters)      18.03  (feet)  COMP
 EW5304  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 EW5304  OBS GRAVITY -     979,593.0   (mgal)                       GRAV_OBS
 EW5304
 EW5304  VERT ORDER  -  FIRST     CLASS I
 EW5304
 EW5304.The horizontal coordinates were scaled from a topographic map and have
 EW5304.an estimated accuracy of +/- 6 seconds.
 EW5304
 EW5304.The orthometric height was determined by differential leveling
 EW5304.and adjusted in June 1991.
 EW5304.WARNING-Repeat measurements at this control monument indicate possible
 EW5304.vertical movement.
 EW5304
 EW5304.The geoid height was determined by GEOID03.
 EW5304
 EW5304.The dynamic height is computed by dividing the NAVD 88
 EW5304.geopotential number by the normal gravity value computed on the
 EW5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5304.degrees latitude (g = 980.6199 gals.).
 EW5304
 EW5304.The modeled gravity was interpolated from observed gravity values.
 EW5304.The observed gravity was obtained from relative gravimeter ties
 EW5304.to the IGSN71 gravity network.
 EW5304
 EW5304;                    North         East    Units  Estimated Accuracy
 EW5304;SPC CA 5     -   591,810.    1,872,620.      MT  (+/- 180 meters Scaled)
 EW5304
 EW5304                          SUPERSEDED SURVEY CONTROL
 EW5304
 EW5304  NGVD 29 (??/??/92)    4.765  (m)           15.63   (f) ADJ UNCH    1 1
 EW5304
 EW5304.Superseded values are not recommended for survey control.
 EW5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5304.See file dsdata.txt to determine how the superseded data were derived.
 EW5304
 EW5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU806001(NAD 83)
 EW5304_MARKER: DD = SURVEY DISK
 EW5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5304_SP_SET: CONCRETE POST
 EW5304_STAMPING: 100-3 1968
 EW5304_MARK LOGO: CA-111
 EW5304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5304+STABILITY: SURFACE MOTION
 EW5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5304+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW5304
 EW5304  HISTORY     - Date     Condition        Report By
 EW5304  HISTORY     - 1968     MONUMENTED       CA-111
 EW5304  HISTORY     - 1971     GOOD             NGS
 EW5304  HISTORY     - 1977     GOOD             NGS
 EW5304  HISTORY     - 19890327 GOOD             NGS
 EW5304
 EW5304                          STATION DESCRIPTION
 EW5304
 EW5304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5304'6.8 MI N FROM VENTURA.
 EW5304'6.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5304'STATION AT VENTURA, 0.05 MILE WEST OF THE JUNCTION OF THE
 EW5304'CROSSING OF AN ASPHALT ROAD TO PADRE JUAN CANYON, DIRECTLY
 EW5304'ACROSS U.S. HIGHWAY 101 FROM RESIDENCE NO. 3968, 37.0 FEET
 EW5304'NORTH OF THE NORTH RAIL, 12 1/2 FEET SOUTH OF THE CENTER LINE OF
 EW5304'PADRE JUAN CANYON ROAD, 3 FEET EAST OF THE SECOND TELEPHONE
 EW5304'POLE WEST OF THE CROSSING, 1.3 FEET SOUTH OF A VENTURA COUNTY
 EW5304'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 EW5304'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EW5304
 EW5304                          STATION RECOVERY (1977)
 EW5304
 EW5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5304'RECOVERED IN GOOD CONDITION.
 EW5304
 EW5304                          STATION RECOVERY (1989)
 EW5304
 EW5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5304'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.3 KM
 EW5304'(6.40 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5304'JUNCTION OF CALIFORNIA AVENUE IN VENTURA.  DELETE--12 1/2 FEET SOUTH
 EW5304'OF THE CENTERLINE OF PADRE JUAN CANYON ROAD.  ADD--3.7 M (12.1 FT)
 EW5304'SOUTH OF A FENCE.  CHANGE--0.1 FOOT ABOVE THE GROUND, TO 0.1 M
 EW5304'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5905 ***********************************************************************
 EW5905  DESIGNATION -  100 4
 EW5905  PID         -  EW5905
 EW5905  STATE/COUNTY-  CA/VENTURA
 EW5905  USGS QUAD   -  VENTURA (1967)
 EW5905
 EW5905                         *CURRENT SURVEY CONTROL
 EW5905  ___________________________________________________________________
 EW5905* NAD 83(1986)-  34 16 30.     (N)    119 16 55.     (W)     SCALED    
 EW5905* NAVD 88     -        19.559  (meters)      64.17   (feet)  ADJUSTED  
 EW5905  ___________________________________________________________________
 EW5905  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 EW5905  DYNAMIC HT  -          19.539 (meters)      64.10  (feet)  COMP
 EW5905  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 EW5905
 EW5905  VERT ORDER  -  FIRST     CLASS I
 EW5905
 EW5905.The horizontal coordinates were scaled from a topographic map and have
 EW5905.an estimated accuracy of +/- 6 seconds.
 EW5905
 EW5905.The orthometric height was determined by differential leveling
 EW5905.and adjusted in June 1991.
 EW5905.WARNING-Repeat measurements at this control monument indicate possible
 EW5905.vertical movement.
 EW5905
 EW5905.The geoid height was determined by GEOID03.
 EW5905
 EW5905.The dynamic height is computed by dividing the NAVD 88
 EW5905.geopotential number by the normal gravity value computed on the
 EW5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5905.degrees latitude (g = 980.6199 gals.).
 EW5905
 EW5905.The modeled gravity was interpolated from observed gravity values.
 EW5905
 EW5905;                    North         East    Units  Estimated Accuracy
 EW5905;SPC CA 5     -   586,720.    1,881,960.      MT  (+/- 180 meters Scaled)
 EW5905
 EW5905                          SUPERSEDED SURVEY CONTROL
 EW5905
 EW5905  NGVD 29 (??/??/92)   18.838  (m)           61.80   (f) ADJ UNCH    1 1
 EW5905
 EW5905.Superseded values are not recommended for survey control.
 EW5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5905.See file dsdata.txt to determine how the superseded data were derived.
 EW5905
 EW5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT899950(NAD 83)
 EW5905_MARKER: DB = BENCH MARK DISK
 EW5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5905_SP_SET: CONCRETE POST
 EW5905_STAMPING: 100 4 1968
 EW5905_MARK LOGO: CA-111
 EW5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5905+STABILITY: SURFACE MOTION
 EW5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5905+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 EW5905
 EW5905  HISTORY     - Date     Condition        Report By
 EW5905  HISTORY     - 1968     MONUMENTED       CA-111
 EW5905  HISTORY     - 1969     GOOD             CA-111
 EW5905  HISTORY     - 1977     GOOD             NGS
 EW5905  HISTORY     - 19890509 GOOD             NGS
 EW5905
 EW5905                          STATION DESCRIPTION
 EW5905
 EW5905'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5905'AT VENTURA.
 EW5905'AT VENTURA, AT THE NORTHEASTERLY CORNER OF SANJON ROAD AND THE
 EW5905'SOUTHERN PACIFIC RAILROAD.  43.0 FEET NORTHERLY OF THE CENTER
 EW5905'OF NORTH RAILROAD TRACK, 130.0 FEET EASTERLY OF THE CENTER OF
 EW5905'SANJON ROAD, 7.0 FEET SOUTHEASTERLY FROM A TELEGRAPH POLE, 7.0
 EW5905'FEET SOUTHERLY OF A CHAIN LINK FENCE.  A STANDARD VENTURA COUNTY
 EW5905'BENCH MARK MONUMENT SET FLUSH IN CONCRETE STAMPED 1968 100-4,
 EW5905'WITH AN IRON GUARD POST 1.0 FOOT NORTH.
 EW5905
 EW5905                          STATION RECOVERY (1977)
 EW5905
 EW5905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5905'RECOVERED IN GOOD CONDITION.
 EW5905
 EW5905                          STATION RECOVERY (1989)
 EW5905
 EW5905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5905'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--LEVEL
 EW5905'WITH THE TRACK.  CHANGE--SET FLUSH, TO RECESSED 0.1 M (0.3 FT).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6033 ***********************************************************************
 EW6033  DESIGNATION -  100 5 V CO
 EW6033  PID         -  EW6033
 EW6033  STATE/COUNTY-  CA/VENTURA
 EW6033  USGS QUAD   -  
 EW6033
 EW6033                         *CURRENT SURVEY CONTROL
 EW6033  ___________________________________________________________________
 EW6033* NAD 83(1986)-  34 14 14.     (N)    119 15 29.     (W)     SCALED    
 EW6033* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 EW6033  ___________________________________________________________________
 EW6033  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6033  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6033
 EW6033.The horizontal coordinates were scaled from a topographic map and have
 EW6033.an estimated accuracy of +/- 6 seconds.
 EW6033
 EW6033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6033.The vertical order pertains to the NGVD 29 superseded value.
 EW6033
 EW6033.The geoid height was determined by GEOID03.
 EW6033
 EW6033;                    North         East    Units  Estimated Accuracy
 EW6033;SPC CA 5     -   582,500.    1,884,110.      MT  (+/- 180 meters Scaled)
 EW6033
 EW6033                          SUPERSEDED SURVEY CONTROL
 EW6033
 EW6033  NGVD 29 (??/??/92)    7.208  (m)           23.65   (f) ADJ UNCH    1 2
 EW6033
 EW6033.Superseded values are not recommended for survey control.
 EW6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6033.See file dsdata.txt to determine how the superseded data were derived.
 EW6033
 EW6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT920907(NAD 83)
 EW6033_MARKER: DD = SURVEY DISK
 EW6033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6033_SP_SET: IRON GUARD POST
 EW6033_STAMPING: 1968 100-5
 EW6033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6033
 EW6033  HISTORY     - Date     Condition        Report By
 EW6033  HISTORY     - 1968     MONUMENTED       CA-111
 EW6033  HISTORY     - 1969     GOOD             CA-111
 EW6033
 EW6033                          STATION DESCRIPTION
 EW6033
 EW6033'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6033'2.2 MI S FROM VENTURA.
 EW6033'2.2 MILES SOUTHERLY ALONG HARBOR BOULEVARD FROM THE INTERSECTION
 EW6033'OF HARBOR BOULEVARD AND SEAWARD AVENUE.  68.5 FEET NORTH FROM THE
 EW6033'NORTH END OF THE SANTA CLARA RIVER BRIDGE, 22.5 FEET WEST FROM
 EW6033'THE CENTER OF HARBOR BOULEVARD, AT THE WEST EDGE OF AN ASPHALT BERM,
 EW6033'A STANDARD VENTURA COUNTY BENCH MARK MONUMENT SET FLUSH IN CONCRETE
 EW6033'STAMPED 1968 100-5, WITH AN IRON GUARD POST 1.0 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6035 ***********************************************************************
 EW6035  DESIGNATION -  100 6 RM 1 V CO
 EW6035  PID         -  EW6035
 EW6035  STATE/COUNTY-  CA/VENTURA
 EW6035  USGS QUAD   -  
 EW6035
 EW6035                         *CURRENT SURVEY CONTROL
 EW6035  ___________________________________________________________________
 EW6035* NAD 83(1986)-  34 13 45.     (N)    119 15 26.     (W)     SCALED    
 EW6035* NAVD 88     -         8.37   (+/-2cm)      27.5    (feet)  VERTCON   
 EW6035  ___________________________________________________________________
 EW6035  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EW6035  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6035
 EW6035.The horizontal coordinates were scaled from a topographic map and have
 EW6035.an estimated accuracy of +/- 6 seconds.
 EW6035
 EW6035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6035.The vertical order pertains to the NGVD 29 superseded value.
 EW6035
 EW6035.The geoid height was determined by GEOID03.
 EW6035
 EW6035;                    North         East    Units  Estimated Accuracy
 EW6035;SPC CA 5     -   581,610.    1,884,170.      MT  (+/- 180 meters Scaled)
 EW6035
 EW6035                          SUPERSEDED SURVEY CONTROL
 EW6035
 EW6035  NGVD 29 (??/??/92)    7.63   (m)           25.0    (f) COMPUTED    1 1
 EW6035
 EW6035.Superseded values are not recommended for survey control.
 EW6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6035.See file dsdata.txt to determine how the superseded data were derived.
 EW6035
 EW6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT920898(NAD 83)
 EW6035_MARKER: B = BOLT
 EW6035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6035_SP_SET: SIDEWALK
 EW6035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6035
 EW6035  HISTORY     - Date     Condition        Report By
 EW6035  HISTORY     - UNK      MONUMENTED       CA-111
 EW6035  HISTORY     - 1969     GOOD             CA-111
 EW6035
 EW6035                          STATION DESCRIPTION
 EW6035
 EW6035'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6035'2.6 MI S FROM OXNARD.
 EW6035'2.55 MILES SOUTHERLY ALONG HARBOR BOULEVARD FROM THE INTERSECTION
 EW6035'OF HARBOR BOULEVARD AND SEAWARD AVENUE.  ON THE SOUTH END AND ON
 EW6035'THE WEST SIDE AND ON THE WALK WAY, 1.5 FEET NORTH OF THE SOUTH
 EW6035'ABUTMENT, A ROUND-HEADED BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6036 ***********************************************************************
 EW6036  DESIGNATION -  100 6 V CO
 EW6036  PID         -  EW6036
 EW6036  STATE/COUNTY-  CA/VENTURA
 EW6036  USGS QUAD   -  
 EW6036
 EW6036                         *CURRENT SURVEY CONTROL
 EW6036  ___________________________________________________________________
 EW6036* NAD 83(1986)-  34 13 45.     (N)    119 15 18.     (W)     SCALED    
 EW6036* NAVD 88     -         7.99   (+/-2cm)      26.2    (feet)  VERTCON   
 EW6036  ___________________________________________________________________
 EW6036  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EW6036  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6036
 EW6036.The horizontal coordinates were scaled from a topographic map and have
 EW6036.an estimated accuracy of +/- 6 seconds.
 EW6036
 EW6036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6036.The vertical order pertains to the NGVD 29 superseded value.
 EW6036
 EW6036.The geoid height was determined by GEOID03.
 EW6036
 EW6036;                    North         East    Units  Estimated Accuracy
 EW6036;SPC CA 5     -   581,610.    1,884,380.      MT  (+/- 180 meters Scaled)
 EW6036
 EW6036                          SUPERSEDED SURVEY CONTROL
 EW6036
 EW6036  NGVD 29 (??/??/92)    7.25   (m)           23.8    (f) COMPUTED    1 1
 EW6036
 EW6036.Superseded values are not recommended for survey control.
 EW6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6036.See file dsdata.txt to determine how the superseded data were derived.
 EW6036
 EW6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT922898(NAD 83)
 EW6036_MARKER: DD = SURVEY DISK
 EW6036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6036_SP_SET: IRON GUARD POST
 EW6036_STAMPING: 1968 100-6
 EW6036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6036
 EW6036  HISTORY     - Date     Condition        Report By
 EW6036  HISTORY     - 1968     MONUMENTED       CA-111
 EW6036  HISTORY     - 1969     GOOD             CA-111
 EW6036
 EW6036                          STATION DESCRIPTION
 EW6036
 EW6036'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6036'2.6 MI S FROM OXNARD.
 EW6036'2.55 MILES SOUTHERLY ALONG HARBOR BOULEVARD FROM THE INTERSECTION
 EW6036'OF HARBOR BOULEVARD AND SEAWARD AVENUE.  26.0 FEET SOUTH FROM
 EW6036'THE SOUTH END OF THE SANTA CLARA RIVER BRIDGE, 23.0 FEET EAST
 EW6036'FROM THE CENTER OF HARBOR BOULEVARD, AT THE EAST EDGE OF AN ASPHALT
 EW6036'BERM, A STANDARD VENTURA COUNTY BENCH MARK MONUMENT SET FLUSH
 EW6036'IN CONCRETE STAMPED 1968 100-6 WITH AN IRON GUARD POST 1.0 FOOT EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6006 ***********************************************************************
 EW6006  DESIGNATION -  100 CAHD
 EW6006  PID         -  EW6006
 EW6006  STATE/COUNTY-  CA/VENTURA
 EW6006  USGS QUAD   -  OXNARD (1967)
 EW6006
 EW6006                         *CURRENT SURVEY CONTROL
 EW6006  ___________________________________________________________________
 EW6006* NAD 83(1986)-  34 08 50.     (N)    119 10 39.     (W)     SCALED    
 EW6006* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 EW6006  ___________________________________________________________________
 EW6006  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6006  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6006
 EW6006.The horizontal coordinates were scaled from a topographic map and have
 EW6006.an estimated accuracy of +/- 6 seconds.
 EW6006
 EW6006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6006.The vertical order pertains to the NGVD 29 superseded value.
 EW6006
 EW6006.The geoid height was determined by GEOID03.
 EW6006
 EW6006;                    North         East    Units  Estimated Accuracy
 EW6006;SPC CA 5     -   572,430.    1,891,410.      MT  (+/- 180 meters Scaled)
 EW6006
 EW6006                          SUPERSEDED SURVEY CONTROL
 EW6006
 EW6006  NGVD 29 (??/??/92)    3.58   (m)           11.7    (f) COMPUTED    1 2
 EW6006
 EW6006.Superseded values are not recommended for survey control.
 EW6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6006.See file dsdata.txt to determine how the superseded data were derived.
 EW6006
 EW6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT992806(NAD 83)
 EW6006_MARKER: DD = SURVEY DISK
 EW6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6006+STABILITY: SURFACE MOTION
 EW6006
 EW6006  HISTORY     - Date     Condition        Report By
 EW6006  HISTORY     - UNK      MONUMENTED       CADH
 EW6006  HISTORY     - 1965     GOOD             NGS
 EW6006
 EW6006                          STATION DESCRIPTION
 EW6006
 EW6006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6006'1.4 MI E FROM PORT HUENEME.
 EW6006'1.35 MILES EAST ALONG BROAD STREET (LATER BECOMES HUENEME ROAD)
 EW6006'IN THE CENTER OF THE INTERSECTION OF SAVIERS ROAD AND HUENEME
 EW6006'ROAD, SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT BELOW THE
 EW6006'SURFACE OF THE ROAD AND COVERED BY A 10-INCH DIAMETER STEEL LID.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3464 ***********************************************************************
 DX3464  DESIGNATION -  100 DOR
 DX3464  PID         -  DX3464
 DX3464  STATE/COUNTY-  CA/RIVERSIDE
 DX3464  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX3464
 DX3464                         *CURRENT SURVEY CONTROL
 DX3464  ___________________________________________________________________
 DX3464* NAD 83(1986)-  33 53 55.     (N)    116 37 28.     (W)     SCALED    
 DX3464* NAVD 88     -       326.035  (meters)    1069.67   (feet)  ADJUSTED  
 DX3464  ___________________________________________________________________
 DX3464  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DX3464  DYNAMIC HT  -         325.657 (meters)    1068.43  (feet)  COMP
 DX3464  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 DX3464  OBS GRAVITY -     979,470.5   (mgal)                       GRAV_OBS
 DX3464
 DX3464  VERT ORDER  -  FIRST     CLASS I
 DX3464
 DX3464.The horizontal coordinates were scaled from a topographic map and have
 DX3464.an estimated accuracy of +/- 6 seconds.
 DX3464
 DX3464.The orthometric height was determined by differential leveling
 DX3464.and adjusted in June 1991.
 DX3464.WARNING-Repeat measurements at this control monument indicate possible
 DX3464.vertical movement.
 DX3464
 DX3464.The geoid height was determined by GEOID03.
 DX3464
 DX3464.The dynamic height is computed by dividing the NAVD 88
 DX3464.geopotential number by the normal gravity value computed on the
 DX3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3464.degrees latitude (g = 980.6199 gals.).
 DX3464
 DX3464.The modeled gravity was interpolated from observed gravity values.
 DX3464.The observed gravity was obtained from relative gravimeter ties
 DX3464.to the IGSN71 gravity network.
 DX3464
 DX3464;                    North         East    Units  Estimated Accuracy
 DX3464;SPC CA 6     -   692,150.    1,965,370.      MT  (+/- 180 meters Scaled)
 DX3464
 DX3464                          SUPERSEDED SURVEY CONTROL
 DX3464
 DX3464  NGVD 29 (??/??/92)  325.275  (m)         1067.17   (f) ADJ UNCH    1 1
 DX3464
 DX3464.Superseded values are not recommended for survey control.
 DX3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3464.See file dsdata.txt to determine how the superseded data were derived.
 DX3464
 DX3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT347509(NAD 83)
 DX3464_MARKER: DD = SURVEY DISK
 DX3464_SETTING: 66 = SET IN ROCK OUTCROP
 DX3464_SP_SET: ROCK OUTCROP
 DX3464_STAMPING: C 1 100 DOR 1976
 DX3464_MARK LOGO: USGS  
 DX3464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX3464+STABILITY: POSITION/ELEVATION WELL
 DX3464
 DX3464  HISTORY     - Date     Condition        Report By
 DX3464  HISTORY     - 1976     MONUMENTED       USGS
 DX3464  HISTORY     - 1978     GOOD             NGS
 DX3464  HISTORY     - 1986     GOOD             NGS
 DX3464  HISTORY     - 1988     GOOD             NGS
 DX3464
 DX3464                          STATION DESCRIPTION
 DX3464
 DX3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DX3464'7 MI NW FROM PALM SPRINGS.
 DX3464'3.55 MILES SOUTHEAST ALONG HIGHWAY 111 FROM ITS JUNCTION WITH
 DX3464'INTERSTATE HIGHWAY 10 AT WHITE WATER, 1.10 MILES SOUTHEAST ALONG
 DX3464'HIGHWAY 111 FROM ITS JUNCTION WITH WHITE WATER ROAD, 28 FT. SOUTH OF
 DX3464'THE SOUTH EDGE OF THE PAVEMENT OF HIGHWAY 111, SET IN THE TOP OF A
 DX3464'ROCK OUTCROP AT WINDY POINT, 8 FT. ABOVE LEVEL OF ROAD, GRAVITY
 DX3464'STATION IS TOP OF BM, ALTERNATE SITE IS 145 FT. EAST OF BM ON SMALL
 DX3464'ROCK LEDGE, 4 FT. ABOVE LEVEL OF ROAD, 28 FT. SOUTH OF SOUTH EDGE OF
 DX3464'PAVEMENT, LAND HELICOPTER IN WASH NORTH OF HIGHWAY, NOTE-WINDY POINT
 DX3464'IS KNOWN FOR HAZARDOUS WIND CONDITIONS, ENCROACHMENT PERMIT PENDING
 DX3464'FROM CALIFORNIA DEPARTMENT OF TRANSPORTATION DISTRICT AND ENCROACHMENT
 DX3464'PERMIT ENGINEER DON FEENSTRA.
 DX3464
 DX3464                          STATION RECOVERY (1986)
 DX3464
 DX3464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX3464'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM (0.4
 DX3464'MI) NORTH ALONG INDIAN AVENUE (WHICH IS 1/2 BLOCK WEST ALONG AMADO
 DX3464'ROAD FROM THE POST OFFICE IN PALM SPRINGS) THENCE 0.10 KM (0.06 MI)
 DX3464'WEST ALONG VALMONTE ROAD, THENCE 11.0 KM (6.8 MI) NORTHWEST ALONG
 DX3464'STATE HIGHWAY 111, IN A LARGE ROCK OUTCROP ON THE INSIDE OF A CURVE
 DX3464'TO THE WEST, 0.42 KM (0.26 MI) EAST OF THE EAST END OF A HIGHWAY
 DX3464'BRIDGE AND 14.9 METERS (49 FT) SOUTH OF THE CENTERLINE OF THE EAST
 DX3464'BOUND LANES.
 DX3464'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DX3464
 DX3464                          STATION RECOVERY (1988)
 DX3464
 DX3464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3464'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.80
 DX3464'MI) WEST ALONG TIPTON ROAD FROM THE UNDERCROSSING OF INTERSTATE
 DX3464'HIGHWAY 10 IN WHITEWATER, THENCE 0.9 KM (0.55 MI) SOUTH ALONG TIPTON
 DX3464'ROAD, THENCE 1.9 KM (1.20 MI) SOUTHEAST ALONG TIPTON ROAD, THENCE 1.7
 DX3464'KM (1.05 MI) SOUTHEAST ALONG STATE HIGHWAY 111, 14.3 M (46.9 FT)
 DX3464'SOUTH OF THE SOUTHEASTBOUND HIGHWAY CENTERLINE.
 DX3464'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9024 ***********************************************************************
 EW9024  DESIGNATION -  100 FMK USGS
 EW9024  PID         -  EW9024
 EW9024  STATE/COUNTY-  CA/LOS ANGELES
 EW9024  USGS QUAD   -  TOPANGA (1991)
 EW9024
 EW9024                         *CURRENT SURVEY CONTROL
 EW9024  ___________________________________________________________________
 EW9024* NAD 83(1986)-  34 02 44.     (N)    118 34 43.     (W)     SCALED    
 EW9024* NAVD 88     -        23.74   (+/-2cm)      77.9    (feet)  VERTCON   
 EW9024  ___________________________________________________________________
 EW9024  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EW9024  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9024
 EW9024.The horizontal coordinates were scaled from a topographic map and have
 EW9024.an estimated accuracy of +/- 6 seconds.
 EW9024
 EW9024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9024.The vertical order pertains to the NGVD 29 superseded value.
 EW9024
 EW9024.The geoid height was determined by GEOID03.
 EW9024
 EW9024;                    North         East    Units  Estimated Accuracy
 EW9024;SPC CA 5     -   560,670.    1,946,570.      MT  (+/- 180 meters Scaled)
 EW9024
 EW9024                          SUPERSEDED SURVEY CONTROL
 EW9024
 EW9024  NGVD 29 (??/??/92)   22.964  (m)           75.34   (f) ADJ UNCH    1 1
 EW9024
 EW9024.Superseded values are not recommended for survey control.
 EW9024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9024.See file dsdata.txt to determine how the superseded data were derived.
 EW9024
 EW9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT542683(NAD 83)
 EW9024_MARKER: DD = SURVEY DISK
 EW9024_SETTING: 0 = UNSPECIFIED SETTING
 EW9024_STAMPING: 100 FMK 1974
 EW9024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9024
 EW9024  HISTORY     - Date     Condition        Report By
 EW9024  HISTORY     - 1974     MONUMENTED       USGS
 EW9024  HISTORY     - 1974     GOOD             CA-037
 EW9024
 EW9024                          STATION DESCRIPTION
 EW9024
 EW9024'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9024'2.4 MI SE FROM FERNWOOD.
 EW9024'TOPANGA CANYON BOULEVARD 0.45 MILE NORTHERLY FROM PACIFIC COAST
 EW9024'HIGHWAY.  36 FEET WESTERLY OF THE APPROXIMATE CENTER OF PAVEMENT. 17.8
 EW9024'FEET NORTHWESTERLY OF POWER POLE NO.  1759228F.  6.0 FEET NORTH OF
 EW9024'POWER POLE NO. 40505801.  THE DISK IS CRIMPED TO TOP OF A ROD ENCASED
 EW9024'IN A 6 IN. BLACK PLASTIC PIPE PROJECTING ABOUT 3 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0422 ***********************************************************************
 JT0422  DESIGNATION -  100 S
 JT0422  PID         -  JT0422
 JT0422  STATE/COUNTY-  CA/NAPA
 JT0422  USGS QUAD   -  NAPA (1980)
 JT0422
 JT0422                         *CURRENT SURVEY CONTROL
 JT0422  ___________________________________________________________________
 JT0422* NAD 83(1986)-  38 15 59.     (N)    122 17 57.     (W)     SCALED    
 JT0422* NAVD 88     -         8.49   (+/-2cm)      27.9    (feet)  VERTCON   
 JT0422  ___________________________________________________________________
 JT0422  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JT0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0422
 JT0422.The horizontal coordinates were scaled from a topographic map and have
 JT0422.an estimated accuracy of +/- 6 seconds.
 JT0422
 JT0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0422.The vertical order pertains to the NGVD 29 superseded value.
 JT0422
 JT0422.The geoid height was determined by GEOID03.
 JT0422
 JT0422;                    North         East    Units  Estimated Accuracy
 JT0422;SPC CA 2     -   566,620.    1,973,820.      MT  (+/- 180 meters Scaled)
 JT0422
 JT0422                          SUPERSEDED SURVEY CONTROL
 JT0422
 JT0422  NGVD 29 (??/??/92)    7.74   (m)           25.4    (f) COMPUTED    2 0
 JT0422
 JT0422.Superseded values are not recommended for survey control.
 JT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0422.See file dsdata.txt to determine how the superseded data were derived.
 JT0422
 JT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613356(NAD 83)
 JT0422_MARKER: DD = SURVEY DISK
 JT0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0422_SP_SET: CULVERT
 JT0422_STAMPING: 100 S 1947
 JT0422_MARK LOGO: USGS  
 JT0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0422
 JT0422  HISTORY     - Date     Condition        Report By
 JT0422  HISTORY     - 1947     MONUMENTED       USGS
 JT0422  HISTORY     - 1951     GOOD             CGS
 JT0422
 JT0422                          STATION DESCRIPTION
 JT0422
 JT0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0422'3.1 MI S FROM NAPA.
 JT0422'AT THE STEWART AIRPORT, 355 FEET SOUTH OF THE MAIN ENTRANCE, AT
 JT0422'A 12-INCH CORRUGATED METAL PIPE CULVERT NO. A-4.78, IN THE TOP
 JT0422'OF THE APPROXIMATE CENTER OF THE EAST CONCRETE HEAD WALL, 19.9
 JT0422'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST
 JT0422'OF TELEPHONE POLE NO. 67, AND SET ABOUT 1.0 FEET LOWER THAN THE
 JT0422'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0423 ***********************************************************************
 JT0423  DESIGNATION -  100 S RESET
 JT0423  PID         -  JT0423
 JT0423  STATE/COUNTY-  CA/NAPA
 JT0423  USGS QUAD   -  NAPA (1980)
 JT0423
 JT0423                         *CURRENT SURVEY CONTROL
 JT0423  ___________________________________________________________________
 JT0423* NAD 83(1986)-  38 15 59.     (N)    122 17 57.     (W)     SCALED    
 JT0423* NAVD 88     -         8.49   (+/-2cm)      27.9    (feet)  VERTCON   
 JT0423  ___________________________________________________________________
 JT0423  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JT0423  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT0423
 JT0423.The horizontal coordinates were scaled from a topographic map and have
 JT0423.an estimated accuracy of +/- 6 seconds.
 JT0423
 JT0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0423.The vertical order pertains to the NGVD 29 superseded value.
 JT0423
 JT0423.The geoid height was determined by GEOID03.
 JT0423
 JT0423;                    North         East    Units  Estimated Accuracy
 JT0423;SPC CA 2     -   566,620.    1,973,820.      MT  (+/- 180 meters Scaled)
 JT0423
 JT0423                          SUPERSEDED SURVEY CONTROL
 JT0423
 JT0423  NGVD 29 (??/??/92)    7.74   (m)           25.4    (f) COMPUTED    1 1
 JT0423
 JT0423.Superseded values are not recommended for survey control.
 JT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0423.See file dsdata.txt to determine how the superseded data were derived.
 JT0423
 JT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613356(NAD 83)
 JT0423_MARKER: DD = SURVEY DISK
 JT0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0423_SP_SET: CATTLE UNDERCROSSING HEADWALL
 JT0423_STAMPING: 100 S 1947 RESET 1954
 JT0423_MARK LOGO: USGS  
 JT0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0423
 JT0423  HISTORY     - Date     Condition        Report By
 JT0423  HISTORY     - 1954     MONUMENTED       USGS
 JT0423  HISTORY     - 1960     GOOD             CGS
 JT0423  HISTORY     - 1972     GOOD             USGS
 JT0423  HISTORY     - 1985     GOOD             USPSQD
 JT0423
 JT0423                          STATION DESCRIPTION
 JT0423
 JT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT0423'3.1 MI S FROM NAPA.
 JT0423'THE HIGHWAY HAS BEEN REALIGNED IN THE VICINITY OF THE MARK AND
 JT0423'THE MARK IS NOW SET IN THE TOP OF THE CENTER OF THE EAST CONCRETE
 JT0423'HEAD WALL OF A CATTLE UNDERCROSSING BR 21-83 ABOUT 300 YARDS
 JT0423'SOUTHEAST OF THE STEWART DAIRY.
 JT0423
 JT0423                          STATION RECOVERY (1972)
 JT0423
 JT0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JT0423'FROM THE COURTHOUSE IN NAPA, WEST ALONG FIRST STREET TO HIGHWAY 29,
 JT0423'SOUTH ALONG HIGHWAYS 29 AND 12, APPROXIMATELY 2.6 MILES TO THE
 JT0423'STEWART AIRPORT APPROXIMATELY 1,650 FEET EAST OF FOSTER ROAD, SET IN
 JT0423'THE TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL OF A CATTLE UNDER
 JT0423'CROSSING BR 21-83 90 FEET EAST OF CENTERLINE OF HIGHWAY 29 ABOUT 300
 JT0423'YARDS SOUTHEAST OF THE STEWART DAIRY, 40 FEET-WEST OF A LARGE
 JT0423'EUCALYPTUS TREE, 6 FEET BELOW THE EDGE OF THE TRAVELED WAY.
 JT0423
 JT0423                          STATION RECOVERY (1985)
 JT0423
 JT0423'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0423'NOTE: BENCH MARK STAMPED HAS BEEN ESTABLISHED IN THE TOP OF THE WEST
 JT0423'CONCRETE HEADWALL OF THE CATTLE UNDERCROSSING. (CITY OF NAPA)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1693 ***********************************************************************
 HT1693  DESIGNATION -  100 SM CO
 HT1693  PID         -  HT1693
 HT1693  STATE/COUNTY-  CA/SAN MATEO
 HT1693  USGS QUAD   -  PALO ALTO (1997)
 HT1693
 HT1693                         *CURRENT SURVEY CONTROL
 HT1693  ___________________________________________________________________
 HT1693* NAD 83(1986)-  37 28 26.     (N)    122 13 20.     (W)     SCALED    
 HT1693* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 HT1693  ___________________________________________________________________
 HT1693  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HT1693  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1693
 HT1693.The horizontal coordinates were scaled from a topographic map and have
 HT1693.an estimated accuracy of +/- 6 seconds.
 HT1693
 HT1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1693.The vertical order pertains to the NGVD 29 superseded value.
 HT1693
 HT1693.The geoid height was determined by GEOID03.
 HT1693
 HT1693;                    North         East    Units  Estimated Accuracy
 HT1693;SPC CA 3     -   609,480.    1,847,680.      MT  (+/- 180 meters Scaled)
 HT1693
 HT1693                          SUPERSEDED SURVEY CONTROL
 HT1693
 HT1693  NGVD 29 (??/??/92)    6.797  (m)           22.30   (f) ADJ UNCH    1 2
 HT1693
 HT1693.Superseded values are not recommended for survey control.
 HT1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1693.See file dsdata.txt to determine how the superseded data were derived.
 HT1693
 HT1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG687477(NAD 83)
 HT1693_MARKER: B = BOLT
 HT1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1693_STAMPING: S M CO B M 100
 HT1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1693+STABILITY: SURFACE MOTION
 HT1693
 HT1693  HISTORY     - Date     Condition        Report By
 HT1693  HISTORY     - UNK      MONUMENTED       CA-081
 HT1693  HISTORY     - 1954     GOOD             NGS
 HT1693  HISTORY     - 1967     MARK NOT FOUND   NGS
 HT1693
 HT1693                          STATION DESCRIPTION
 HT1693
 HT1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1693'AT REDWOOD CITY.
 HT1693'AT REDWOOD CITY, 0.2 MILE SOUTHEAST OF THE SOUTHERN PACIFIC
 HT1693'COMPANY RAILROAD FROM THE STATION, THENCE 0.3 MILE SOUTH ALONG
 HT1693'MAIN STREET, THENCE 0.2 MILE SOUTH ALONG WOODSIDE ROAD, AT THE
 HT1693'ENTRANCE TO UNION CEMETERY, 32 FEET WEST OF THE CENTER LINE OF
 HT1693'THE ROAD, 20 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HT1693'ENTRANCE ROAD, 10 1/2 FEET NORTHWEST OF POWER LINE POLE 7071,
 HT1693'3.4 FEET SOUTHEAST OF THE SOUTHEAST END OF A WHITE PICKET FENCE,
 HT1693'2 FEET EAST OF A HEDGE ROW, AN IRON BOLT AND A COPPER WASHER IN
 HT1693'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HT1693
 HT1693                          STATION RECOVERY (1967)
 HT1693
 HT1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3672 ***********************************************************************
 EW3672  DESIGNATION -  100+00 CAHD
 EW3672  PID         -  EW3672
 EW3672  STATE/COUNTY-  CA/KERN
 EW3672  USGS QUAD   -  GRAPEVINE (1991)
 EW3672
 EW3672                         *CURRENT SURVEY CONTROL
 EW3672  ___________________________________________________________________
 EW3672* NAD 83(1986)-  34 57 16.     (N)    118 56 06.     (W)     SCALED    
 EW3672* NAVD 88     -       426.40   (+/-2cm)    1398.9    (feet)  VERTCON   
 EW3672  ___________________________________________________________________
 EW3672  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EW3672  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3672
 EW3672.The horizontal coordinates were scaled from a topographic map and have
 EW3672.an estimated accuracy of +/- 6 seconds.
 EW3672
 EW3672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3672.The vertical order pertains to the NGVD 29 superseded value.
 EW3672
 EW3672.The geoid height was determined by GEOID03.
 EW3672
 EW3672;                    North         East    Units  Estimated Accuracy
 EW3672;SPC CA 5     -   661,730.    1,914,610.      MT  (+/- 180 meters Scaled)
 EW3672
 EW3672                          SUPERSEDED SURVEY CONTROL
 EW3672
 EW3672  NGVD 29 (??/??/92)  425.616  (m)         1396.38   (f) ADJ UNCH    1 1
 EW3672
 EW3672.Superseded values are not recommended for survey control.
 EW3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3672.See file dsdata.txt to determine how the superseded data were derived.
 EW3672
 EW3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU233697(NAD 83)
 EW3672_MARKER: DD = SURVEY DISK
 EW3672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3672+STABILITY: SURFACE MOTION
 EW3672
 EW3672  HISTORY     - Date     Condition        Report By
 EW3672  HISTORY     - UNK      MONUMENTED       CADH
 EW3672  HISTORY     - 1964     GOOD             NGS
 EW3672  HISTORY     - 1975     MARK NOT FOUND   NGS
 EW3672  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW3672
 EW3672                          STATION DESCRIPTION
 EW3672
 EW3672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW3672'3.4 MI S FROM WHEELER RIDGE.
 EW3672'3.4 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 EW3672'WHEELER RIDGE, AT THE SOUTH EXIT TO TRUCK SCALES, 19 FEET EAST
 EW3672'OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF THE WEST TRAFFIC
 EW3672'LANES, 108 FEET NORTHEAST OF AND ACROSS THE WEST LANES FROM
 EW3672'LIGHT POLE NO. 81.1, 100 FEET SOUTH OF 36-INCH PIPE CULVERT
 EW3672'101+00, 2.0 FEET NORTH OF HIGHWAY STATION MARKER 100+00, ABOUT
 EW3672'3 1/2 FEET LOWER THAN THE WEST LANES, AND SET IN THE TOP OF A
 EW3672'CONCRETE POST FLUSH WITH THE GROUND.
 EW3672
 EW3672                          STATION RECOVERY (1975)
 EW3672
 EW3672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EW3672'MARK NOT FOUND.
 EW3672
 EW3672                          STATION RECOVERY (1977)
 EW3672
 EW3672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW3672'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0179 ***********************************************************************
 GU0179  DESIGNATION -  100.11 USBR
 GU0179  PID         -  GU0179
 GU0179  STATE/COUNTY-  CA/FRESNO
 GU0179  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0179
 GU0179                         *CURRENT SURVEY CONTROL
 GU0179  ___________________________________________________________________
 GU0179* NAD 83(1986)-  36 46 55.     (N)    120 40 44.     (W)     SCALED    
 GU0179* NAVD 88     -       102.78   (+/-2cm)     337.2    (feet)  VERTCON   
 GU0179  ___________________________________________________________________
 GU0179  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0179  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0179
 GU0179.The horizontal coordinates were scaled from a topographic map and have
 GU0179.an estimated accuracy of +/- 6 seconds.
 GU0179
 GU0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0179.The vertical order pertains to the NGVD 29 superseded value.
 GU0179
 GU0179.The geoid height was determined by GEOID03.
 GU0179
 GU0179;                    North         East    Units  Estimated Accuracy
 GU0179;SPC CA 4     -   662,050.    1,850,150.      MT  (+/- 180 meters Scaled)
 GU0179
 GU0179                          SUPERSEDED SURVEY CONTROL
 GU0179
 GU0179  NGVD 29 (??/??/92)  102.00   (m)          334.6    (f) COMPUTED    1 1
 GU0179
 GU0179.Superseded values are not recommended for survey control.
 GU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0179.See file dsdata.txt to determine how the superseded data were derived.
 GU0179
 GU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF071731(NAD 83)
 GU0179_MARKER: DD = SURVEY DISK
 GU0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0179_SP_SET: AQUEDUCT LINING
 GU0179_STAMPING: F 523 100.11
 GU0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0179
 GU0179  HISTORY     - Date     Condition        Report By
 GU0179  HISTORY     - UNK      MONUMENTED       BOR
 GU0179  HISTORY     - 1969     GOOD             NGS
 GU0179
 GU0179                          STATION DESCRIPTION
 GU0179
 GU0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0179'13.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0179'13.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0179'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 GU0179'OF THE AQUEDUCT, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE
 GU0179'ROAD, 100.0 FEET SOUTHEAST OF A STEEL LADDER, 1.0 FOOT SOUTHWEST
 GU0179'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2872 ***********************************************************************
 GU2872  DESIGNATION -  100.23 R USBR
 GU2872  PID         -  GU2872
 GU2872  STATE/COUNTY-  CA/FRESNO
 GU2872  USGS QUAD   -  OXALIS (1984)
 GU2872
 GU2872                         *CURRENT SURVEY CONTROL
 GU2872  ___________________________________________________________________
 GU2872* NAD 83(1986)-  36 52 55.     (N)    120 36 37.     (W)     SCALED    
 GU2872* NAVD 88     -        50.21   (+/-2cm)     164.7    (feet)  VERTCON   
 GU2872  ___________________________________________________________________
 GU2872  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GU2872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2872
 GU2872.The horizontal coordinates were scaled from a topographic map and have
 GU2872.an estimated accuracy of +/- 6 seconds.
 GU2872
 GU2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2872.The vertical order pertains to the NGVD 29 superseded value.
 GU2872
 GU2872.The geoid height was determined by GEOID03.
 GU2872
 GU2872;                    North         East    Units  Estimated Accuracy
 GU2872;SPC CA 4     -   673,040.    1,856,460.      MT  (+/- 180 meters Scaled)
 GU2872
 GU2872                          SUPERSEDED SURVEY CONTROL
 GU2872
 GU2872  NGVD 29 (??/??/92)   49.521  (m)          162.47   (f) ADJ UNCH    2 0
 GU2872
 GU2872.Superseded values are not recommended for survey control.
 GU2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2872.See file dsdata.txt to determine how the superseded data were derived.
 GU2872
 GU2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF129844(NAD 83)
 GU2872_MARKER: DD = SURVEY DISK
 GU2872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2872_SP_SET: CANAL HEADWALL
 GU2872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2872
 GU2872  HISTORY     - Date     Condition        Report By
 GU2872  HISTORY     - UNK      MONUMENTED       BOR
 GU2872  HISTORY     - 1972     GOOD             NGS
 GU2872
 GU2872                          STATION DESCRIPTION
 GU2872
 GU2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU2872'2.6 MI SE FROM ORO LOMA.
 GU2872'2.6 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU2872'CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT THE CROSSING
 GU2872'OF A 36-INCH PIPE LINE, AT CANAL MILEAGE 100.23, IN THE TOP
 GU2872'OF A 22-FOOT LONG CONCRETE HEAD WALL, DIRECTLY OVER A PIPE,
 GU2872'37 FEET NORTH OF THE CENTER LINE OF THE LEVEE ROAD, ABOUT 8 FEET
 GU2872'SOUTH OF THE SOUTH BANK OF THE CANAL, AND ABOUT 4 FEET LOWER
 GU2872'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0405 ***********************************************************************
 DB0405  DESIGNATION -  100.25
 DB0405  PID         -  DB0405
 DB0405  STATE/COUNTY-  CA/IMPERIAL
 DB0405  USGS QUAD   -  MIDWAY WELL NW (1979)
 DB0405
 DB0405                         *CURRENT SURVEY CONTROL
 DB0405  ___________________________________________________________________
 DB0405* NAD 83(1986)-  32 42 18.     (N)    115 13 09.     (W)     SCALED    
 DB0405* NAVD 88     -        31.326  (meters)     102.78   (feet)  ADJUSTED  
 DB0405  ___________________________________________________________________
 DB0405  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DB0405  DYNAMIC HT  -          31.290 (meters)     102.66  (feet)  COMP
 DB0405  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 DB0405
 DB0405  VERT ORDER  -  SECOND    CLASS I
 DB0405
 DB0405.The horizontal coordinates were scaled from a topographic map and have
 DB0405.an estimated accuracy of +/- 6 seconds.
 DB0405
 DB0405.The orthometric height was determined by differential leveling
 DB0405.and adjusted in March 1994.
 DB0405
 DB0405.The geoid height was determined by GEOID03.
 DB0405
 DB0405.The dynamic height is computed by dividing the NAVD 88
 DB0405.geopotential number by the normal gravity value computed on the
 DB0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0405.degrees latitude (g = 980.6199 gals.).
 DB0405
 DB0405.The modeled gravity was interpolated from observed gravity values.
 DB0405
 DB0405;                    North         East    Units  Estimated Accuracy
 DB0405;SPC CA 6     -   560,180.    2,096,650.      MT  (+/- 180 meters Scaled)
 DB0405
 DB0405                          SUPERSEDED SURVEY CONTROL
 DB0405
 DB0405  NGVD 29 (??/??/??)   30.623  (m)          100.47   (f) ADJUSTED    2 1
 DB0405
 DB0405.Superseded values are not recommended for survey control.
 DB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0405.See file dsdata.txt to determine how the superseded data were derived.
 DB0405
 DB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS669199(NAD 83)
 DB0405_MARKER: DD = SURVEY DISK
 DB0405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DB0405_SP_SET: WHEEL GUARD OF BRIDGE
 DB0405_STAMPING: 100.25
 DB0405_MARK LOGO: BOR   
 DB0405_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0405+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 DB0405
 DB0405  HISTORY     - Date     Condition        Report By
 DB0405  HISTORY     - UNK      MONUMENTED       BOR
 DB0405  HISTORY     - 1972     GOOD             NGS
 DB0405  HISTORY     - 1974     GOOD
 DB0405  HISTORY     - 1977     GOOD
 DB0405  HISTORY     - 1980     GOOD             BOR
 DB0405  HISTORY     - 1986     GOOD             CA-025
 DB0405  HISTORY     - 19881010 GOOD             CA-025
 DB0405  HISTORY     - 19911023 GOOD             CA-025
 DB0405
 DB0405                          STATION DESCRIPTION
 DB0405
 DB0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0405'8.2 MI SE FROM HOLTVILLE.
 DB0405'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0405'PROCEED S. ON 115 ABOUT 7 MILES TO THE INTERSECTION OF STATE
 DB0405'HIGHWAYS 115 AND 98, KNOWN LOCALLY AS BONDS CORNER, THEN PROCEED
 DB0405'E. APPROXIMATELY 7.4 MILES ON HIGHWAY 98, THEN TURN OFF HIGHWAY
 DB0405'AND GO S. ABOUT 2,200 FT. TO POWER DROP 4 ON THE ALL AMERICAN
 DB0405'CANAL.  THE MARK IS LOCATED ON THE N. END OF THE E. WHEEL GUARD
 DB0405'AT THE POWER DROP.  SECTION 3, T17S., R17E.
 DB0405
 DB0405                          STATION RECOVERY (1974)
 DB0405
 DB0405'RECOVERED 1974
 DB0405'RECOVERED IN GOOD CONDITION.
 DB0405
 DB0405                          STATION RECOVERY (1977)
 DB0405
 DB0405'RECOVERED 1977
 DB0405'RECOVERED IN GOOD CONDITION.
 DB0405
 DB0405                          STATION RECOVERY (1980)
 DB0405
 DB0405'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0405'RECOVERED IN GOOD CONDITION.
 DB0405
 DB0405                          STATION RECOVERY (1986)
 DB0405
 DB0405'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1986
 DB0405'RECOVERED IN GOOD CONDITION.
 DB0405
 DB0405                          STATION RECOVERY (1988)
 DB0405
 DB0405'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0405'RECOVERED IN GOOD CONDITION.
 DB0405
 DB0405                          STATION RECOVERY (1991)
 DB0405
 DB0405'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0405'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0405'PROCEED SOUTH ON 115 ABOUT 7 MI (11.3 KM) TO THE INTERSECTION OF
 DB0405'STATE HIGHWAYS 115 AND 98, KNOWN LOCALLY AS BONDS CORNER, THEN
 DB0405'PROCEED EAST APPROXIMATELY 7.4 MI (11.9 KM) ON HIGHWAY 98, THEN TURN
 DB0405'OFF HIGHWAY AND GO SOUTH ABOUT 2,200 FT TO POWER DROP 4 ON THE ALL
 DB0405'AMERICAN CANAL.  THE MARK IS LOCATED ON THE NORTH END OF THE EAST
 DB0405'WHEEL GUARD AT THE POWER DROP.  SECTION 3, T17S, R17E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2139 ***********************************************************************
 HS2139  DESIGNATION -  100.308
 HS2139  PID         -  HS2139
 HS2139  STATE/COUNTY-  CA/STANISLAUS
 HS2139  USGS QUAD   -  CERES (1987)
 HS2139
 HS2139                         *CURRENT SURVEY CONTROL
 HS2139  ___________________________________________________________________
 HS2139* NAD 83(1986)-  37 31 13.     (N)    120 52 34.     (W)     SCALED    
 HS2139* NAVD 88     -        31.16   (+/-2cm)     102.2    (feet)  VERTCON   
 HS2139  ___________________________________________________________________
 HS2139  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HS2139  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2139
 HS2139.The horizontal coordinates were scaled from a topographic map and have
 HS2139.an estimated accuracy of +/- 6 seconds.
 HS2139
 HS2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2139.The vertical order pertains to the NGVD 29 superseded value.
 HS2139
 HS2139.The geoid height was determined by GEOID03.
 HS2139
 HS2139;                    North         East    Units  Estimated Accuracy
 HS2139;SPC CA 3     -   613,300.    1,966,750.      MT  (+/- 180 meters Scaled)
 HS2139
 HS2139                          SUPERSEDED SURVEY CONTROL
 HS2139
 HS2139  NGVD 29 (??/??/92)   30.459  (m)           99.93   (f) ADJ UNCH    1 2
 HS2139
 HS2139.Superseded values are not recommended for survey control.
 HS2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2139.See file dsdata.txt to determine how the superseded data were derived.
 HS2139
 HS2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG876547(NAD 83)
 HS2139_MARKER: P = PIPE CAP
 HS2139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2139_STAMPING: 100.308 B 1901
 HS2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2139
 HS2139  HISTORY     - Date     Condition        Report By
 HS2139  HISTORY     - 1901     MONUMENTED       USGS
 HS2139  HISTORY     - 1958     GOOD             NGS
 HS2139  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS2139
 HS2139                          STATION DESCRIPTION
 HS2139
 HS2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2139'2.4 MI NW FROM TURLOCK.
 HS2139'2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2139'FROM THE STATION AT TURLOCK, 0.15 MILE SOUTHEAST OF THE CROSSING
 HS2139'OF MONTE VISTA ROAD, 3.0 MILES SOUTHEAST OF KEYES, 26 RAILS
 HS2139'NORTHWEST OF BLOCK SIGNAL 1240, 45.9 FEET NORTHEAST OF THE
 HS2139'NORTHEAST RAIL, 38 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HS2139'SOUTHWEST LANES OF U.S. HIGHWAY 99, 17 FEET EAST OF A TELEGRAPH
 HS2139'POLE, 0.6 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 HS2139'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HS2139'0.8 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS LEANING BUT IS STILL
 HS2139'SOLID IN GROUND.
 HS2139
 HS2139                          STATION RECOVERY (1988)
 HS2139
 HS2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2139'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0186 ***********************************************************************
 GU0186  DESIGNATION -  100.48 L USBR
 GU0186  PID         -  GU0186
 GU0186  STATE/COUNTY-  CA/FRESNO
 GU0186  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0186
 GU0186                         *CURRENT SURVEY CONTROL
 GU0186  ___________________________________________________________________
 GU0186* NAD 83(1986)-  36 46 45.     (N)    120 40 30.     (W)     SCALED    
 GU0186* NAVD 88     -       103.93   (+/-2cm)     341.0    (feet)  VERTCON   
 GU0186  ___________________________________________________________________
 GU0186  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0186  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0186
 GU0186.The horizontal coordinates were scaled from a topographic map and have
 GU0186.an estimated accuracy of +/- 6 seconds.
 GU0186
 GU0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0186.The vertical order pertains to the NGVD 29 superseded value.
 GU0186
 GU0186.The geoid height was determined by GEOID03.
 GU0186
 GU0186;                    North         East    Units  Estimated Accuracy
 GU0186;SPC CA 4     -   661,740.    1,850,490.      MT  (+/- 180 meters Scaled)
 GU0186
 GU0186                          SUPERSEDED SURVEY CONTROL
 GU0186
 GU0186  NGVD 29 (??/??/92)  103.146  (m)          338.40   (f) ADJ UNCH    1 1
 GU0186
 GU0186.Superseded values are not recommended for survey control.
 GU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0186.See file dsdata.txt to determine how the superseded data were derived.
 GU0186
 GU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF074728(NAD 83)
 GU0186_MARKER: DD = SURVEY DISK
 GU0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0186_SP_SET: TURNOUT RETAINING WALL
 GU0186_STAMPING: 100.48 L
 GU0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0186
 GU0186  HISTORY     - Date     Condition        Report By
 GU0186  HISTORY     - UNK      MONUMENTED       BOR
 GU0186  HISTORY     - 1967     GOOD             NGS
 GU0186  HISTORY     - 1968     GOOD             NGS
 GU0186
 GU0186                          STATION DESCRIPTION
 GU0186
 GU0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0186'13.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0186'13.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0186'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E
 GU0186'T13S, SECTION 20, 0.05 MILE NORTHWEST OF THE EAST END OF SHIELDS
 GU0186'AVENUE BRIDGE OVER THE CANAL, IN THE TOP OF A CONCRETE RETAINING
 GU0186'WALL FOR A TURNOUT STRUCTURE, 10 FEET SOUTHWEST OF THE CENTER
 GU0186'LINE OF THE ROAD ALONG THE NORTHEAST LEVEE OF THE CANAL, 0.3 FOOT
 GU0186'NORTHWEST OF THE SOUTHEAST END OF THE WALL, AND ABOUT LEVEL WITH
 GU0186'THE ROAD.
 GU0186
 GU0186                          STATION RECOVERY (1968)
 GU0186
 GU0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0437 ***********************************************************************
 GU0437  DESIGNATION -  100.52 USBR
 GU0437  PID         -  GU0437
 GU0437  STATE/COUNTY-  CA/FRESNO
 GU0437  USGS QUAD   -  OXALIS (1984)
 GU0437
 GU0437                         *CURRENT SURVEY CONTROL
 GU0437  ___________________________________________________________________
 GU0437* NAD 83(1986)-  36 52 49.     (N)    120 36 18.     (W)     SCALED    
 GU0437* NAVD 88     -        49.41   (+/-2cm)     162.1    (feet)  VERTCON   
 GU0437  ___________________________________________________________________
 GU0437  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0437
 GU0437.The horizontal coordinates were scaled from a topographic map and have
 GU0437.an estimated accuracy of +/- 6 seconds.
 GU0437
 GU0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0437.The vertical order pertains to the NGVD 29 superseded value.
 GU0437
 GU0437.The geoid height was determined by GEOID03.
 GU0437
 GU0437;                    North         East    Units  Estimated Accuracy
 GU0437;SPC CA 4     -   672,850.    1,856,930.      MT  (+/- 180 meters Scaled)
 GU0437
 GU0437                          SUPERSEDED SURVEY CONTROL
 GU0437
 GU0437  NGVD 29 (??/??/92)   48.720  (m)          159.84   (f) ADJ UNCH    2 0
 GU0437
 GU0437.Superseded values are not recommended for survey control.
 GU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0437.See file dsdata.txt to determine how the superseded data were derived.
 GU0437
 GU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF134842(NAD 83)
 GU0437_MARKER: DD = SURVEY DISK
 GU0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0437_SP_SET: INLET HEADWALL
 GU0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0437
 GU0437  HISTORY     - Date     Condition        Report By
 GU0437  HISTORY     - UNK      MONUMENTED       BOR
 GU0437  HISTORY     - 1955     GOOD             NGS
 GU0437  HISTORY     - 1966     GOOD             NGS
 GU0437
 GU0437                          STATION DESCRIPTION
 GU0437
 GU0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0437'2.9 MI SE FROM ORO LOMA.
 GU0437'2.9 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0437'OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO
 GU0437'LAMA, AT CONCRETE DRAIN INLET STRUCTURE 100.52, IN THE TOP OF
 GU0437'THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 17 1/2 FEET
 GU0437'(SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 GU0437'AND ABOUT 6 FEET LOWER THAN THE ROAD.
 GU0437
 GU0437                          STATION RECOVERY (1966)
 GU0437
 GU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0192 ***********************************************************************
 GU0192  DESIGNATION -  100.55 L
 GU0192  PID         -  GU0192
 GU0192  STATE/COUNTY-  CA/FRESNO
 GU0192  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0192
 GU0192                         *CURRENT SURVEY CONTROL
 GU0192  ___________________________________________________________________
 GU0192* NAD 83(1986)-  36 46 41.     (N)    120 40 26.     (W)     SCALED    
 GU0192* NAVD 88     -       104.284  (meters)     342.14   (feet)  ADJUSTED  
 GU0192  ___________________________________________________________________
 GU0192  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0192  DYNAMIC HT  -         104.196 (meters)     341.85  (feet)  COMP
 GU0192  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 GU0192
 GU0192  VERT ORDER  -  FIRST     CLASS I
 GU0192
 GU0192.The horizontal coordinates were scaled from a topographic map and have
 GU0192.an estimated accuracy of +/- 6 seconds.
 GU0192
 GU0192.The orthometric height was determined by differential leveling
 GU0192.and adjusted in June 1991.
 GU0192
 GU0192.The geoid height was determined by GEOID03.
 GU0192
 GU0192.The dynamic height is computed by dividing the NAVD 88
 GU0192.geopotential number by the normal gravity value computed on the
 GU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0192.degrees latitude (g = 980.6199 gals.).
 GU0192
 GU0192.The modeled gravity was interpolated from observed gravity values.
 GU0192
 GU0192;                    North         East    Units  Estimated Accuracy
 GU0192;SPC CA 4     -   661,610.    1,850,590.      MT  (+/- 180 meters Scaled)
 GU0192
 GU0192                          SUPERSEDED SURVEY CONTROL
 GU0192
 GU0192  NGVD 29 (??/??/92)  103.621  (m)          339.96   (f) ADJ UNCH    1 1
 GU0192
 GU0192.Superseded values are not recommended for survey control.
 GU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0192.See file dsdata.txt to determine how the superseded data were derived.
 GU0192
 GU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF075727(NAD 83)
 GU0192_MARKER: DD = SURVEY DISK
 GU0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0192_SP_SET: WINGWALL
 GU0192_STAMPING: 100.55 L
 GU0192_MARK LOGO: BOR   
 GU0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0192+STABILITY: SURFACE MOTION
 GU0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0192+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1988
 GU0192
 GU0192  HISTORY     - Date     Condition        Report By
 GU0192  HISTORY     - UNK      MONUMENTED       BOR
 GU0192  HISTORY     - 1967     GOOD             NGS
 GU0192  HISTORY     - 1975     GOOD             NGS
 GU0192  HISTORY     - 19881123 GOOD             NGS
 GU0192
 GU0192                          STATION DESCRIPTION
 GU0192
 GU0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0192'13.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0192'13.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0192'AMIGOS PUMP PLANT, IN THE TOP AND 1.3 FEET WEST OF THE EAST END
 GU0192'OF THE NORTHEAST CONCRETE WING WALL OF SHIELDS AVENUE BRIDGE OVER
 GU0192'THE AQUEDUCT, 18 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND
 GU0192'ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0192
 GU0192                          STATION RECOVERY (1975)
 GU0192
 GU0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0192'RECOVERED IN GOOD CONDITION.
 GU0192
 GU0192                          STATION RECOVERY (1988)
 GU0192
 GU0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0193 ***********************************************************************
 GU0193  DESIGNATION -  100.55 R
 GU0193  PID         -  GU0193
 GU0193  STATE/COUNTY-  CA/FRESNO
 GU0193  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0193
 GU0193                         *CURRENT SURVEY CONTROL
 GU0193  ___________________________________________________________________
 GU0193* NAD 83(1986)-  36 46 40.     (N)    120 40 29.     (W)     SCALED    
 GU0193* NAVD 88     -       104.50   (+/-2cm)     342.8    (feet)  VERTCON   
 GU0193  ___________________________________________________________________
 GU0193  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0193  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0193
 GU0193.The horizontal coordinates were scaled from a topographic map and have
 GU0193.an estimated accuracy of +/- 6 seconds.
 GU0193
 GU0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0193.The vertical order pertains to the NGVD 29 superseded value.
 GU0193
 GU0193.The geoid height was determined by GEOID03.
 GU0193
 GU0193;                    North         East    Units  Estimated Accuracy
 GU0193;SPC CA 4     -   661,580.    1,850,510.      MT  (+/- 180 meters Scaled)
 GU0193
 GU0193                          SUPERSEDED SURVEY CONTROL
 GU0193
 GU0193  NGVD 29 (??/??/92)  103.722  (m)          340.29   (f) ADJ UNCH    1 1
 GU0193
 GU0193.Superseded values are not recommended for survey control.
 GU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0193.See file dsdata.txt to determine how the superseded data were derived.
 GU0193
 GU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF075727(NAD 83)
 GU0193_MARKER: DD = SURVEY DISK
 GU0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0193_SP_SET: WINGWALL
 GU0193_STAMPING: 100.55 R
 GU0193_MARK LOGO: BOR   
 GU0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0193+STABILITY: SURFACE MOTION
 GU0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0193+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1988
 GU0193
 GU0193  HISTORY     - Date     Condition        Report By
 GU0193  HISTORY     - UNK      MONUMENTED       BOR
 GU0193  HISTORY     - 1967     GOOD             NGS
 GU0193  HISTORY     - 1975     GOOD             NGS
 GU0193  HISTORY     - 19881123 GOOD             NGS
 GU0193
 GU0193                          STATION DESCRIPTION
 GU0193
 GU0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0193'13.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0193'13.8 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0193'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S,
 GU0193'SECTION 28, AT THE CROSSING OF SHIELDS AVENUE, IN THE TOP OF THE
 GU0193'SOUTHWEST CONCRETE WING WALL OF SHIELDS AVENUE BRIDGE OVER THE
 GU0193'CANAL, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH
 GU0193'OF THE CENTER LINE OF THE AVENUE, 1.0 FOOT EAST OF THE WEST END
 GU0193'OF THE WING WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0193
 GU0193                          STATION RECOVERY (1975)
 GU0193
 GU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0193'RECOVERED IN GOOD CONDITION.
 GU0193
 GU0193                          STATION RECOVERY (1988)
 GU0193
 GU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0346 ***********************************************************************
 GT0346  DESIGNATION -  100.64
 GT0346  PID         -  GT0346
 GT0346  STATE/COUNTY-  CA/TULARE
 GT0346  USGS QUAD   -  PORTERVILLE (1969)
 GT0346
 GT0346                         *CURRENT SURVEY CONTROL
 GT0346  ___________________________________________________________________
 GT0346* NAD 83(1986)-  36 00 28.     (N)    119 06 24.     (W)     SCALED    
 GT0346* NAVD 88     -       126.87   (+/-2cm)     416.2    (feet)  VERTCON   
 GT0346  ___________________________________________________________________
 GT0346  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 GT0346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0346
 GT0346.The horizontal coordinates were scaled from a topographic map and have
 GT0346.an estimated accuracy of +/- 6 seconds.
 GT0346
 GT0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0346.The vertical order pertains to the NGVD 29 superseded value.
 GT0346
 GT0346.The geoid height was determined by GEOID03.
 GT0346
 GT0346;                    North         East    Units  Estimated Accuracy
 GT0346;SPC CA 4     -   574,840.    1,990,380.      MT  (+/- 180 meters Scaled)
 GT0346
 GT0346                          SUPERSEDED SURVEY CONTROL
 GT0346
 GT0346  NGVD 29 (??/??/92)  126.046  (m)          413.54   (f) ADJ UNCH    2 0
 GT0346
 GT0346.Superseded values are not recommended for survey control.
 GT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0346.See file dsdata.txt to determine how the superseded data were derived.
 GT0346
 GT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV101868(NAD 83)
 GT0346_MARKER: DD = SURVEY DISK
 GT0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0346_SP_SET: BRIDGE
 GT0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0346
 GT0346  HISTORY     - Date     Condition        Report By
 GT0346  HISTORY     - UNK      MONUMENTED       BOR
 GT0346  HISTORY     - 1970     GOOD             NGS
 GT0346
 GT0346                          STATION DESCRIPTION
 GT0346
 GT0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0346'10.6 MI S FROM STRATHMORE.
 GT0346'10.65 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE CROSSING
 GT0346'OF AVENUE 196 AT STRATHMORE, IN THE TOP AND 1.0 FOOT EAST OF THE
 GT0346'WEST END OF THE NORTH CONCRETE GUARDRAIL OF HESSE AVENUE (AVENUE
 GT0346'120) BRIDGE 100.65 OVER THE CANAL, 16 FEET NORTH OF THE CENTER LINE
 GT0346'OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE AVENUE.  SECTION
 GT0346'18, T22S, R27E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0187 ***********************************************************************
 GU0187  DESIGNATION -  100.66 USBR
 GU0187  PID         -  GU0187
 GU0187  STATE/COUNTY-  CA/FRESNO
 GU0187  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0187
 GU0187                         *CURRENT SURVEY CONTROL
 GU0187  ___________________________________________________________________
 GU0187* NAD 83(1986)-  36 46 36.     (N)    120 40 30.     (W)     SCALED    
 GU0187* NAVD 88     -       102.82   (+/-2cm)     337.3    (feet)  VERTCON   
 GU0187  ___________________________________________________________________
 GU0187  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0187  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0187
 GU0187.The horizontal coordinates were scaled from a topographic map and have
 GU0187.an estimated accuracy of +/- 6 seconds.
 GU0187
 GU0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0187.The vertical order pertains to the NGVD 29 superseded value.
 GU0187
 GU0187.The geoid height was determined by GEOID03.
 GU0187
 GU0187;                    North         East    Units  Estimated Accuracy
 GU0187;SPC CA 4     -   661,460.    1,850,490.      MT  (+/- 180 meters Scaled)
 GU0187
 GU0187                          SUPERSEDED SURVEY CONTROL
 GU0187
 GU0187  NGVD 29 (??/??/92)  102.03   (m)          334.7    (f) COMPUTED    1 1
 GU0187
 GU0187.Superseded values are not recommended for survey control.
 GU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0187.See file dsdata.txt to determine how the superseded data were derived.
 GU0187
 GU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF074726(NAD 83)
 GU0187_MARKER: DD = SURVEY DISK
 GU0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0187_SP_SET: AQUEDUCT LINING
 GU0187_STAMPING: E 512 100.66
 GU0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0187
 GU0187  HISTORY     - Date     Condition        Report By
 GU0187  HISTORY     - UNK      MONUMENTED       BOR
 GU0187  HISTORY     - 1969     GOOD             NGS
 GU0187
 GU0187                          STATION DESCRIPTION
 GU0187
 GU0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0187'13.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0187'13.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0187'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU0187'THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE
 GU0187'ROAD, 48.5 FEET SOUTHEAST OF A STEEL LADDER, 1.0 FOOT SOUTHWEST OF
 GU0187'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0429 ***********************************************************************
 GU0429  DESIGNATION -  100.91 USBR
 GU0429  PID         -  GU0429
 GU0429  STATE/COUNTY-  CA/FRESNO
 GU0429  USGS QUAD   -  OXALIS (1984)
 GU0429
 GU0429                         *CURRENT SURVEY CONTROL
 GU0429  ___________________________________________________________________
 GU0429* NAD 83(1986)-  36 52 47.     (N)    120 35 50.     (W)     SCALED    
 GU0429* NAVD 88     -        50.31   (+/-2cm)     165.1    (feet)  VERTCON   
 GU0429  ___________________________________________________________________
 GU0429  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0429
 GU0429.The horizontal coordinates were scaled from a topographic map and have
 GU0429.an estimated accuracy of +/- 6 seconds.
 GU0429
 GU0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0429.The vertical order pertains to the NGVD 29 superseded value.
 GU0429
 GU0429.The geoid height was determined by GEOID03.
 GU0429
 GU0429;                    North         East    Units  Estimated Accuracy
 GU0429;SPC CA 4     -   672,780.    1,857,620.      MT  (+/- 180 meters Scaled)
 GU0429
 GU0429                          SUPERSEDED SURVEY CONTROL
 GU0429
 GU0429  NGVD 29 (??/??/92)   49.628  (m)          162.82   (f) ADJ UNCH    2 0
 GU0429
 GU0429.Superseded values are not recommended for survey control.
 GU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0429.See file dsdata.txt to determine how the superseded data were derived.
 GU0429
 GU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF141842(NAD 83)
 GU0429_MARKER: DD = SURVEY DISK
 GU0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0429_SP_SET: INLET HEADWALL
 GU0429_STAMPING: D I 100.91
 GU0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0429
 GU0429  HISTORY     - Date     Condition        Report By
 GU0429  HISTORY     - UNK      MONUMENTED       BOR
 GU0429  HISTORY     - 1966     GOOD             NGS
 GU0429  HISTORY     - 1972     GOOD             NGS
 GU0429
 GU0429                          STATION DESCRIPTION
 GU0429
 GU0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0429'3.3 MI SE FROM ORO LOMA.
 GU0429'3.3 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF
 GU0429'DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA,
 GU0429'IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF
 GU0429'CONCRETE INLET STRUCTURE D.I. 100.91, 42 FEET SOUTH OF THE CENTER
 GU0429'LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.
 GU0429
 GU0429                          STATION RECOVERY (1972)
 GU0429
 GU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0178 ***********************************************************************
 GU0178  DESIGNATION -  100.94 USBR
 GU0178  PID         -  GU0178
 GU0178  STATE/COUNTY-  CA/FRESNO
 GU0178  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0178
 GU0178                         *CURRENT SURVEY CONTROL
 GU0178  ___________________________________________________________________
 GU0178* NAD 83(1986)-  36 46 24.     (N)    120 40 12.     (W)     SCALED    
 GU0178* NAVD 88     -       102.80   (+/-2cm)     337.3    (feet)  VERTCON   
 GU0178  ___________________________________________________________________
 GU0178  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0178  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0178
 GU0178.The horizontal coordinates were scaled from a topographic map and have
 GU0178.an estimated accuracy of +/- 6 seconds.
 GU0178
 GU0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0178.The vertical order pertains to the NGVD 29 superseded value.
 GU0178
 GU0178.The geoid height was determined by GEOID03.
 GU0178
 GU0178;                    North         East    Units  Estimated Accuracy
 GU0178;SPC CA 4     -   661,080.    1,850,930.      MT  (+/- 180 meters Scaled)
 GU0178
 GU0178                          SUPERSEDED SURVEY CONTROL
 GU0178
 GU0178  NGVD 29 (??/??/92)  102.02   (m)          334.7    (f) COMPUTED    1 1
 GU0178
 GU0178.Superseded values are not recommended for survey control.
 GU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0178.See file dsdata.txt to determine how the superseded data were derived.
 GU0178
 GU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF079722(NAD 83)
 GU0178_MARKER: DD = SURVEY DISK
 GU0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0178_SP_SET: AQUEDUCT LINING
 GU0178_STAMPING: E 513 100.94
 GU0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0178
 GU0178  HISTORY     - Date     Condition        Report By
 GU0178  HISTORY     - UNK      MONUMENTED       BOR
 GU0178  HISTORY     - 1969     GOOD             NGS
 GU0178
 GU0178                          STATION DESCRIPTION
 GU0178
 GU0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0178'14.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0178'14.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0178'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU0178'THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE
 GU0178'ROAD, 21.0 FEET NORTHWEST OF A STEEL LADDER, 1.1 FEET SOUTHWEST
 GU0178'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4265 ***********************************************************************
 EW4265  DESIGNATION -  1000
 EW4265  PID         -  EW4265
 EW4265  STATE/COUNTY-  CA/VENTURA
 EW4265  USGS QUAD   -  TRIUNFO PASS (1994)
 EW4265
 EW4265                         *CURRENT SURVEY CONTROL
 EW4265  ___________________________________________________________________
 EW4265* NAD 83(1986)-  34 03 19.     (N)    118 58 00.     (W)     SCALED    
 EW4265* NAVD 88     -        10.631  (meters)      34.88   (feet)  READJUSTED
 EW4265  ___________________________________________________________________
 EW4265  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EW4265  DYNAMIC HT  -          10.620 (meters)      34.84  (feet)  COMP
 EW4265  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EW4265
 EW4265  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4265
 EW4265.The horizontal coordinates were scaled from a topographic map and have
 EW4265.an estimated accuracy of +/- 6 seconds.
 EW4265
 EW4265.The orthometric height was determined by differential leveling
 EW4265.and adjusted in February 1993.
 EW4265.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4265.distribution rate of 0.0 thru 1.0 mm/km.
 EW4265.The height was derived from older observations constrained to new
 EW4265.heights in a crustal motion area.  The height is approximate in
 EW4265.relation to other heights in its vicinity.
 EW4265
 EW4265.The geoid height was determined by GEOID03.
 EW4265
 EW4265.The dynamic height is computed by dividing the NAVD 88
 EW4265.geopotential number by the normal gravity value computed on the
 EW4265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4265.degrees latitude (g = 980.6199 gals.).
 EW4265
 EW4265.The modeled gravity was interpolated from observed gravity values.
 EW4265
 EW4265;                    North         East    Units  Estimated Accuracy
 EW4265;SPC CA 5     -   562,020.    1,910,750.      MT  (+/- 180 meters Scaled)
 EW4265
 EW4265                          SUPERSEDED SURVEY CONTROL
 EW4265
 EW4265  NGVD 29 (??/??/92)    9.859  (m)           32.35   (f) ADJ UNCH    1 1
 EW4265
 EW4265.Superseded values are not recommended for survey control.
 EW4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4265.See file dsdata.txt to determine how the superseded data were derived.
 EW4265
 EW4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT184700(NAD 83)
 EW4265_MARKER: P = PIPE CAP
 EW4265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4265_SP_SET: CATCH BASIN
 EW4265_STAMPING: B.M.-1000
 EW4265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4265
 EW4265  HISTORY     - Date     Condition        Report By
 EW4265  HISTORY     - 1965     MONUMENTED       CADH
 EW4265  HISTORY     - 1965     GOOD             CA-111
 EW4265  HISTORY     - 1965     GOOD             CA-111
 EW4265  HISTORY     - 1977     GOOD             NGS
 EW4265  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4265
 EW4265                          STATION DESCRIPTION
 EW4265
 EW4265'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4265'IN OXNARD.
 EW4265'FROM THE INTERSECTION OF HIGHWAY 1 AND LAS POSAS ROAD. 8.7 MILES SOUTH
 EW4265'ON HIGHWAY 1, AT MILE POST 1.42, ON THE NORTH SIDE OF THE HIGHWAY 70
 EW4265'PLUS EASTERLY FROM GUY POLE NO 1199262E. A STATE OF CALIFORNIA BRASS
 EW4265'CAP MONUMENT SET IN THE SOUTHWEST CORNER OF A 3 IN X 4 IN CONCRETE -
 EW4265'CATCH BASIN.
 EW4265
 EW4265                          STATION RECOVERY (1965)
 EW4265
 EW4265'RECOVERY NOTE BY VENTURA COUNTY CALIFORNIA 1965
 EW4265'RECOVERED IN GOOD CONDITION.
 EW4265
 EW4265                          STATION RECOVERY (1977)
 EW4265
 EW4265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4265'16.4 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 EW4265'WOOLEY ROAD AND SAVIERS ROAD AT OXNARD, AT MILEPOST 1.42 AND IN
 EW4265'TOP OF THE WEST CORNER OF A CATCH BASIN, 70 FEET SOUTHEAST OF A
 EW4265'GUY POLE AND 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 EW4265
 EW4265                          STATION RECOVERY (1989)
 EW4265
 EW4265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4265'THE CORNER OF THE CATCH BASIN HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8221 ***********************************************************************
 AB8221  DESIGNATION -  10022
 AB8221  PID         -  AB8221
 AB8221  STATE/COUNTY-  CA/SAN BERNARDINO
 AB8221  USGS QUAD   -  GUASTI (1981)
 AB8221
 AB8221                         *CURRENT SURVEY CONTROL
 AB8221  ___________________________________________________________________
 AB8221* NAD 83(1986)-  34 05 31.     (N)    117 35 08.     (W)     SCALED    
 AB8221* NAVD 88     -       339.782  (meters)    1114.77   (feet)  ADJUSTED  
 AB8221  ___________________________________________________________________
 AB8221  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AB8221  DYNAMIC HT  -         339.405 (meters)    1113.53  (feet)  COMP
 AB8221  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 AB8221
 AB8221  VERT ORDER  -  FIRST     CLASS II
 AB8221
 AB8221.The horizontal coordinates were scaled from a topographic map and have
 AB8221.an estimated accuracy of +/- 6 seconds.
 AB8221
 AB8221.The orthometric height was determined by differential leveling
 AB8221.and adjusted in February 1997.
 AB8221
 AB8221.The geoid height was determined by GEOID03.
 AB8221
 AB8221.The dynamic height is computed by dividing the NAVD 88
 AB8221.geopotential number by the normal gravity value computed on the
 AB8221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8221.degrees latitude (g = 980.6199 gals.).
 AB8221
 AB8221.The modeled gravity was interpolated from observed gravity values.
 AB8221
 AB8221;                    North         East    Units  Estimated Accuracy
 AB8221;SPC CA 5     -   565,740.    2,038,250.      MT  (+/- 180 meters Scaled)
 AB8221
 AB8221                          SUPERSEDED SURVEY CONTROL
 AB8221
 AB8221.No superseded survey control is available for this station.
 AB8221
 AB8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT459725(NAD 83)
 AB8221_MARKER: DB = BENCH MARK DISK
 AB8221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB8221_SP_SET: FLOODGATE HEADWALL
 AB8221_STAMPING: 10022 1987
 AB8221_MARK LOGO: LOCENG
 AB8221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8221+STABILITY: SURFACE MOTION
 AB8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8221+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8221
 AB8221  HISTORY     - Date     Condition        Report By
 AB8221  HISTORY     - 1987     MONUMENTED       LOCENG
 AB8221  HISTORY     - 19941031 GOOD             MWDSC
 AB8221
 AB8221                          STATION DESCRIPTION
 AB8221
 AB8221'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8221'RANCHO CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND ARCHIBALD
 AB8221'AVENUE PROCEED NORTH ON ARCHIBALD AVE TO 8TH STREET, PROCEED EAST ON
 AB8221'8TH STREET TO HERMOSA AVE, 13.5 FEET (4.1 M) EAST OF HERMOSA AVE, 47
 AB8221'FEET (14.3 M) NORTH OF 8TH STREET, FOUND 2-3/8 INCH RANCHO CUCAMONGA
 AB8221'BRASS DISK STAMPED 10022 1987, FLUSH ON WEST END OF A 8 INCH THICK
 AB8221'CONCRETE HEADWALL OF FLOOD CONTROL CHANNEL, MONUMENT IS 4 FEET (1.2 M)
 AB8221'ABOVE GROUND SURFACE.  REFERENCE MWD FB 2002 02 005.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8222 ***********************************************************************
 AB8222  DESIGNATION -  10025
 AB8222  PID         -  AB8222
 AB8222  STATE/COUNTY-  CA/SAN BERNARDINO
 AB8222  USGS QUAD   -  GUASTI (1981)
 AB8222
 AB8222                         *CURRENT SURVEY CONTROL
 AB8222  ___________________________________________________________________
 AB8222* NAD 83(1986)-  34 05 32.     (N)    117 36 44.     (W)     SCALED    
 AB8222* NAVD 88     -       339.834  (meters)    1114.94   (feet)  ADJUSTED  
 AB8222  ___________________________________________________________________
 AB8222  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AB8222  DYNAMIC HT  -         339.456 (meters)    1113.70  (feet)  COMP
 AB8222  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 AB8222
 AB8222  VERT ORDER  -  FIRST     CLASS II
 AB8222
 AB8222.The horizontal coordinates were scaled from a topographic map and have
 AB8222.an estimated accuracy of +/- 6 seconds.
 AB8222
 AB8222.The orthometric height was determined by differential leveling
 AB8222.and adjusted in February 1997.
 AB8222
 AB8222.The geoid height was determined by GEOID03.
 AB8222
 AB8222.The dynamic height is computed by dividing the NAVD 88
 AB8222.geopotential number by the normal gravity value computed on the
 AB8222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8222.degrees latitude (g = 980.6199 gals.).
 AB8222
 AB8222.The modeled gravity was interpolated from observed gravity values.
 AB8222
 AB8222;                    North         East    Units  Estimated Accuracy
 AB8222;SPC CA 5     -   565,760.    2,035,790.      MT  (+/- 180 meters Scaled)
 AB8222
 AB8222                          SUPERSEDED SURVEY CONTROL
 AB8222
 AB8222.No superseded survey control is available for this station.
 AB8222
 AB8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT435725(NAD 83)
 AB8222_MARKER: DB = BENCH MARK DISK
 AB8222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB8222_SP_SET: CURB
 AB8222_STAMPING: 10025 1987
 AB8222_MARK LOGO: LOCENG
 AB8222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8222+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8222
 AB8222  HISTORY     - Date     Condition        Report By
 AB8222  HISTORY     - 1987     MONUMENTED       LOCENG
 AB8222  HISTORY     - 19941031 GOOD             MWDSC
 AB8222
 AB8222                          STATION DESCRIPTION
 AB8222
 AB8222'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8222'RANCHO CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND VINEYARD
 AB8222'AVENUE PROCEED NORTH ON VINEYARD AVE TO 8TH STREET, 32 FEET (9.8 M)
 AB8222'NORTH OF 8TH STREET, 63 FEET (19.2 M) WEST OF VINEYARD, 4 FEET (1.2 M)
 AB8222'SOUTHEAST OF POWER POLE NUMBER 2237431E, 5 FEET (1.5 M) EAST OF THE
 AB8222'END OF THE CURB, FOUND 2-3/8 CITY OF RANCHO CUCAMONGA BRASS DISK
 AB8222'STAMPED 10025 1987, FLUSH ON TOP OF 6 IN. CURB.  REFERENCE MWD FB 2002
 AB8222'02 008.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0948 ***********************************************************************
 HS0948  DESIGNATION -  1003
 HS0948  PID         -  HS0948
 HS0948  STATE/COUNTY-  CA/TUOLUMNE
 HS0948  USGS QUAD   -  MOCCASIN (1987)
 HS0948
 HS0948                         *CURRENT SURVEY CONTROL
 HS0948  ___________________________________________________________________
 HS0948* NAD 83(1986)-  37 48 40.     (N)    120 18 07.     (W)     SCALED    
 HS0948* NAVD 88     -       307.15   (+/-2cm)    1007.7    (feet)  VERTCON   
 HS0948  ___________________________________________________________________
 HS0948  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HS0948  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0948
 HS0948.The horizontal coordinates were scaled from a topographic map and have
 HS0948.an estimated accuracy of +/- 6 seconds.
 HS0948
 HS0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0948.The vertical order pertains to the NGVD 29 superseded value.
 HS0948
 HS0948.The geoid height was determined by GEOID03.
 HS0948
 HS0948;                    North         East    Units  Estimated Accuracy
 HS0948;SPC CA 3     -   645,530.    2,017,440.      MT  (+/- 180 meters Scaled)
 HS0948
 HS0948                          SUPERSEDED SURVEY CONTROL
 HS0948
 HS0948  NGVD 29 (??/??/92)  306.407  (m)         1005.27   (f) ADJ UNCH    1 2
 HS0948
 HS0948.Superseded values are not recommended for survey control.
 HS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0948.See file dsdata.txt to determine how the superseded data were derived.
 HS0948
 HS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG375882(NAD 83)
 HS0948_MARKER: DD = SURVEY DISK
 HS0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0948_SP_SET: ANCHOR BLOCK
 HS0948_STAMPING: 1003 125
 HS0948_MARK LOGO: CA3290
 HS0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0948
 HS0948  HISTORY     - Date     Condition        Report By
 HS0948  HISTORY     - UNK      MONUMENTED       CA3290
 HS0948  HISTORY     - 1956     GOOD             CGS
 HS0948
 HS0948                          STATION DESCRIPTION
 HS0948
 HS0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0948'0.2 MI E FROM MOCCASIN.
 HS0948'0.15 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0948'THE POWERHOUSE AT MOCCASIN, 0.25 MILE NORTH OF BENCH MARK
 HS0948'23RS (USGS), IN THE TOP OF THE NORTHEAST CORNER OF THE FIRST
 HS0948'CONCRETE ANCHOR BLOCK NORTHEAST OF THE POWERHOUSE, ABOUT 125
 HS0948'YARDS EASTS OF A POINT WHERE THE PENSTOCK GOES UNDERGROUND,
 HS0948'AND ABOUT 5 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0909 ***********************************************************************
 LU0909  DESIGNATION -  1003 B USGS
 LU0909  PID         -  LU0909
 LU0909  STATE/COUNTY-  CA/TRINITY
 LU0909  USGS QUAD   -  IRONSIDE MTN (1982)
 LU0909
 LU0909                         *CURRENT SURVEY CONTROL
 LU0909  ___________________________________________________________________
 LU0909* NAD 83(1986)-  40 47 03.     (N)    123 25 06.     (W)     SCALED    
 LU0909* NAVD 88     -       306.60   (+/-2cm)    1005.9    (feet)  VERTCON   
 LU0909  ___________________________________________________________________
 LU0909  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 LU0909  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0909
 LU0909.The horizontal coordinates were scaled from a topographic map and have
 LU0909.an estimated accuracy of +/- 6 seconds.
 LU0909
 LU0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0909.The vertical order pertains to the NGVD 29 superseded value.
 LU0909
 LU0909.The geoid height was determined by GEOID03.
 LU0909
 LU0909;                    North         East    Units  Estimated Accuracy
 LU0909;SPC CA 1     -   662,070.    1,880,300.      MT  (+/- 180 meters Scaled)
 LU0909
 LU0909                          SUPERSEDED SURVEY CONTROL
 LU0909
 LU0909  NGVD 29 (??/??/92)  305.634  (m)         1002.73   (f) ADJ UNCH    1 2
 LU0909
 LU0909.Superseded values are not recommended for survey control.
 LU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0909.See file dsdata.txt to determine how the superseded data were derived.
 LU0909
 LU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL647148(NAD 83)
 LU0909_MARKER: DD = SURVEY DISK
 LU0909_SETTING: 80 = SET IN A BOULDER
 LU0909_SP_SET: BOULDER
 LU0909_STAMPING: 1003 B 1905
 LU0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0909+STABILITY: SURFACE MOTION
 LU0909
 LU0909  HISTORY     - Date     Condition        Report By
 LU0909  HISTORY     - 1905     MONUMENTED       USGS
 LU0909  HISTORY     - 1935     GOOD             NGS
 LU0909  HISTORY     - 1935     MARK NOT FOUND   USGS
 LU0909
 LU0909                          STATION DESCRIPTION
 LU0909
 LU0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0909'3.4 MI SE FROM BURNT RANCH.
 LU0909'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM BURNT RANCH,
 LU0909'TRINITY COUNTY, AT DON JUAN POINT, 675 FEET WEST OF A SUSPENSION
 LU0909'BRIDGE OVER TRINITY RIVER, ON THE WEST SIDE OF THE RIVER, AND IN
 LU0909'THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 LU0909'STANDARD DISK, STAMPED 1003 B 1905.
 LU0909
 LU0909                          STATION RECOVERY (1935)
 LU0909
 LU0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 LU0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0049 ***********************************************************************
 GT0049  DESIGNATION -  10033
 GT0049  PID         -  GT0049
 GT0049  STATE/COUNTY-  CA/TULARE
 GT0049  USGS QUAD   -  KERN LAKE (1994)
 GT0049
 GT0049                         *CURRENT SURVEY CONTROL
 GT0049  ___________________________________________________________________
 GT0049* NAD 83(1986)-  36 19 59.     (N)    118 29 05.     (W)     SCALED    
 GT0049* NAVD 88     -      3059.41   (+/-2cm)   10037.4    (feet)  VERTCON   
 GT0049  ___________________________________________________________________
 GT0049  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GT0049  VERT ORDER  -  THIRD (See Below)
 GT0049
 GT0049.The horizontal coordinates were scaled from a topographic map and have
 GT0049.an estimated accuracy of +/- 6 seconds.
 GT0049
 GT0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0049.The vertical order pertains to the NGVD 29 superseded value.
 GT0049
 GT0049.The geoid height was determined by GEOID03.
 GT0049
 GT0049;                    North         East    Units  Estimated Accuracy
 GT0049;SPC CA 4     -   611,060.    2,046,260.      MT  (+/- 180 meters Scaled)
 GT0049
 GT0049                          SUPERSEDED SURVEY CONTROL
 GT0049
 GT0049  NGVD 29 (??/??/??) 3057.95   (m)        10032.6    (f) RESET       3  
 GT0049
 GT0049.Superseded values are not recommended for survey control.
 GT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0049.See file dsdata.txt to determine how the superseded data were derived.
 GT0049
 GT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA667219(NAD 83)
 GT0049_MARKER: DD = SURVEY DISK
 GT0049_SETTING: 80 = SET IN A BOULDER
 GT0049_SP_SET: BOULDER
 GT0049_STAMPING: 10033 (DATUM) G-1905-2-S
 GT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0049+STABILITY: SURFACE MOTION
 GT0049
 GT0049  HISTORY     - Date     Condition        Report By
 GT0049  HISTORY     - 1905     MONUMENTED       USGS
 GT0049  HISTORY     - 1940     GOOD             NGS
 GT0049
 GT0049                          STATION DESCRIPTION
 GT0049
 GT0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0049'13.2 MI S FROM MINERAL KING.
 GT0049'ABOUT 13.2 MILES SOUTH AND EAST OF MINERAL KING VIA FAREWELL
 GT0049'GAP AND HEINMAN CUTOFF.  IT IS ON GREAT WESTERN DIVIDE ABOUT
 GT0049'1/4 MILE SOUTHEAST OF POINT WHERE TRAIL ENTERS SEQUOIA NATIONAL
 GT0049'PARK.  IT IS NOT ON THE HIGHEST POINT OF THE DIVIDE.  IT IS
 GT0049'SET IN TOP OF A LARGE GRANITE BOULDER ABOUT 500 FEET SOUTH OF
 GT0049'A POINT WHERE THE TRAIL TURNS DUE EAST.  AN OLD ABANDONED TRAIL
 GT0049'RUNS SOUTH PAST THE BOULDER DOWN OVER THE STEEL CLIFFS TO THE
 GT0049'SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3305 ***********************************************************************
 AH3305  DESIGNATION -  1004 1
 AH3305  PID         -  AH3305
 AH3305  STATE/COUNTY-  CA/LOS ANGELES
 AH3305  USGS QUAD   -  BURBANK (1994)
 AH3305
 AH3305                         *CURRENT SURVEY CONTROL
 AH3305  ___________________________________________________________________
 AH3305* NAD 83(1986)-  34 08 43.     (N)    118 20 37.     (W)     SCALED    
 AH3305* NAVD 88     -       163.270  (meters)     535.66   (feet)  ADJUSTED  
 AH3305  ___________________________________________________________________
 AH3305  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AH3305  DYNAMIC HT  -         163.098 (meters)     535.10  (feet)  COMP
 AH3305  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 AH3305
 AH3305  VERT ORDER  -  FIRST     CLASS II
 AH3305
 AH3305.The horizontal coordinates were scaled from a topographic map and have
 AH3305.an estimated accuracy of +/- 6 seconds.
 AH3305
 AH3305.The orthometric height was determined by differential leveling
 AH3305.and adjusted in May 1999.
 AH3305
 AH3305.The geoid height was determined by GEOID03.
 AH3305
 AH3305.The dynamic height is computed by dividing the NAVD 88
 AH3305.geopotential number by the normal gravity value computed on the
 AH3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3305.degrees latitude (g = 980.6199 gals.).
 AH3305
 AH3305.The modeled gravity was interpolated from observed gravity values.
 AH3305
 AH3305;                    North         East    Units  Estimated Accuracy
 AH3305;SPC CA 5     -   571,630.    1,968,310.      MT  (+/- 180 meters Scaled)
 AH3305
 AH3305                          SUPERSEDED SURVEY CONTROL
 AH3305
 AH3305.No superseded survey control is available for this station.
 AH3305
 AH3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761790(NAD 83)
 AH3305_MARKER: DB = BENCH MARK DISK
 AH3305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3305_SP_SET: CATCH BASIN
 AH3305_STAMPING: CITY OF BURBANK BM 1004-1
 AH3305_MARK LOGO: CA0480
 AH3305_PROJECTION: FLUSH
 AH3305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3305+STABILITY: SURFACE MOTION
 AH3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3305+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AH3305
 AH3305  HISTORY     - Date     Condition        Report By
 AH3305  HISTORY     - UNK      MONUMENTED       CA0480
 AH3305  HISTORY     - 19970422 GOOD             MWDSC
 AH3305
 AH3305                          STATION DESCRIPTION
 AH3305
 AH3305'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3305'IN THE CITY OF BURBANK, IN THE SOUTHEAST CORNER OF ROSE STREET AND
 AH3305'LAKESIDE DRIVE, 11.3 M (37.1 FT) EAST OF THE SOUTHERLY CENTERLINE
 AH3305'PROLONGATION OF ROSE STREET, 9.8 M (32.2 FT) SOUTH OF THE CENTERLINE
 AH3305'OF LAKESIDE DRIVE, STATION IS AT THE SOUTHWESTERLY CORNER OF A 1.2 M
 AH3305'(3.9 FT) BY 1.4 M (4.6 FT) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1861 ***********************************************************************
 GT1861  DESIGNATION -  10044 F VA
 GT1861  PID         -  GT1861
 GT1861  STATE/COUNTY-  CA/FRESNO
 GT1861  USGS QUAD   -  ROUGH SPUR (1992)
 GT1861
 GT1861                         *CURRENT SURVEY CONTROL
 GT1861  ___________________________________________________________________
 GT1861* NAD 83(1992)-  36 54 32.86532(N)    118 53 29.20386(W)     ADJUSTED  
 GT1861* NAVD 88     -      3066.     (meters)   10059.     (feet)  SCALED    
 GT1861  ___________________________________________________________________
 GT1861  EPOCH DATE  -        1991.35
 GT1861  LAPLACE CORR-          14.02  (seconds)                    DEFLEC99
 GT1861  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 GT1861  HORZ ORDER  -  SECOND
 GT1861
 GT1861.The horizontal coordinates were established by classical geodetic methods
 GT1861.and adjusted by the National Geodetic Survey in March 1994.
 GT1861.The horizontal coordinates are valid at the epoch date displayed above.
 GT1861.The epoch date for horizontal control is a decimal equivalence
 GT1861.of Year/Month/Day.
 GT1861
 GT1861.The orthometric height was scaled from a topographic map.
 GT1861
 GT1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT1861
 GT1861.The geoid height was determined by GEOID03.
 GT1861
 GT1861;                    North         East     Units Scale Factor Converg.
 GT1861;SPC CA 4     -   674,859.617 2,009,673.645   MT  0.99995295   +0 03 53.1
 GT1861;SPC CA 4     - 2,214,101.93  6,593,404.28   sFT  0.99995295   +0 03 53.1
 GT1861;UTM  11      - 4,086,462.507   331,497.948   MT  0.99994979   -1 08 10.2
 GT1861
 GT1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT1861!SPC CA 4     -   0.99952315  x   0.99995295  =   0.99947612
 GT1861!UTM  11      -   0.99952315  x   0.99994979  =   0.99947297
 GT1861
 GT1861                          SUPERSEDED SURVEY CONTROL
 GT1861
 GT1861  NAD 83(1986)-  36 54 32.85752(N)    118 53 29.20412(W) AD(1984.00) 2
 GT1861  NAD 27      -  36 54 33.05720(N)    118 53 25.81540(W) AD(       ) 2
 GT1861
 GT1861.Superseded values are not recommended for survey control.
 GT1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1861.See file dsdata.txt to determine how the superseded data were derived.
 GT1861
 GT1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA3149886463(NAD 83)
 GT1861
 GT1861  HISTORY     - Date     Condition        Report By
 GT1861  HISTORY     - 1950     MONUMENTED       CGS
 GT1861
 GT1861                          STATION DESCRIPTION
 GT1861
 GT1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GT1861'SEE STATION SPANISH
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9225 ***********************************************************************
 JT9225  DESIGNATION -  1006
 JT9225  PID         -  JT9225
 JT9225  STATE/COUNTY-  CA/NAPA
 JT9225  USGS QUAD   -  NAPA (1980)
 JT9225
 JT9225                         *CURRENT SURVEY CONTROL
 JT9225  ___________________________________________________________________
 JT9225* NAD 83(1986)-  38 17 06.     (N)    122 17 40.     (W)     SCALED    
 JT9225* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 JT9225  ___________________________________________________________________
 JT9225  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT9225  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9225
 JT9225.The horizontal coordinates were scaled from a topographic map and have
 JT9225.an estimated accuracy of +/- 6 seconds.
 JT9225
 JT9225.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9225.The vertical order pertains to the NGVD 29 superseded value.
 JT9225
 JT9225.The geoid height was determined by GEOID03.
 JT9225
 JT9225;                    North         East    Units  Estimated Accuracy
 JT9225;SPC CA 2     -   568,680.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9225
 JT9225                          SUPERSEDED SURVEY CONTROL
 JT9225
 JT9225  NGVD 29 (??/??/92)    7.710  (m)           25.30   (f) ADJ UNCH    2 2
 JT9225
 JT9225.Superseded values are not recommended for survey control.
 JT9225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9225.See file dsdata.txt to determine how the superseded data were derived.
 JT9225
 JT9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617376(NAD 83)
 JT9225_MARKER: B = BOLT
 JT9225_SETTING: 0 = UNSPECIFIED SETTING
 JT9225_MARK LOGO: NONE  
 JT9225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9225
 JT9225  HISTORY     - Date     Condition        Report By
 JT9225  HISTORY     - 1971     MONUMENTED       CA2330
 JT9225
 JT9225                          STATION DESCRIPTION
 JT9225
 JT9225'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9225'ALONG LOCUST, 120 FT (36.6 M) WEST OF JEFFERSON AT NO. 1831, ON SOUTH
 JT9225'SIDE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1029 ***********************************************************************
 DW1029  DESIGNATION -  1006.868 MWDSC
 DW1029  PID         -  DW1029
 DW1029  STATE/COUNTY-  CA/RIVERSIDE
 DW1029  USGS QUAD   -  COXCOMB MTS (1987)
 DW1029
 DW1029                         *CURRENT SURVEY CONTROL
 DW1029  ___________________________________________________________________
 DW1029* NAD 83(1986)-  33 53 26.     (N)    115 17 47.     (W)     SCALED    
 DW1029* NAVD 88     -       307.486  (meters)    1008.81   (feet)  ADJUSTED  
 DW1029  ___________________________________________________________________
 DW1029  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DW1029  DYNAMIC HT  -         307.145 (meters)    1007.69  (feet)  COMP
 DW1029  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 DW1029
 DW1029  VERT ORDER  -  FIRST     CLASS I
 DW1029
 DW1029.The horizontal coordinates were scaled from a topographic map and have
 DW1029.an estimated accuracy of +/- 6 seconds.
 DW1029
 DW1029.The orthometric height was determined by differential leveling
 DW1029.and adjusted in June 1991.
 DW1029
 DW1029.The geoid height was determined by GEOID03.
 DW1029
 DW1029.The dynamic height is computed by dividing the NAVD 88
 DW1029.geopotential number by the normal gravity value computed on the
 DW1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1029.degrees latitude (g = 980.6199 gals.).
 DW1029
 DW1029.The modeled gravity was interpolated from observed gravity values.
 DW1029
 DW1029;                    North         East    Units  Estimated Accuracy
 DW1029;SPC CA 6     -   691,590.    2,088,210.      MT  (+/- 180 meters Scaled)
 DW1029
 DW1029                          SUPERSEDED SURVEY CONTROL
 DW1029
 DW1029  NGVD 29 (??/??/92)  306.810  (m)         1006.59   (f) ADJ UNCH    1 1
 DW1029
 DW1029.Superseded values are not recommended for survey control.
 DW1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1029.See file dsdata.txt to determine how the superseded data were derived.
 DW1029
 DW1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT575513(NAD 83)
 DW1029_MARKER: DD = SURVEY DISK
 DW1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1029_SP_SET: HEAD WALL
 DW1029_STAMPING: 1006.868
 DW1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1029
 DW1029  HISTORY     - Date     Condition        Report By
 DW1029  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1029  HISTORY     - 1978     GOOD             NGS
 DW1029
 DW1029                          STATION DESCRIPTION
 DW1029
 DW1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1029'16.9 MI NE FROM DESERT CENTER.
 DW1029'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW1029'CENTER THENCE 14.8 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE 2.6
 DW1029'MILES WEST ALONG A PAVED ROAD TO THE AQUEDUCT 0.2 MILE NORTH ALONG THE
 DW1029'AQUEDUCT SET IN THE NORTH HEADWALL OF THE FIRST SIPHON NORTH OF THE
 DW1029'TUNNEL ENTRANCE, HEADWALL IS 92.35.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1028 ***********************************************************************
 DW1028  DESIGNATION -  1007.721 MWDSC
 DW1028  PID         -  DW1028
 DW1028  STATE/COUNTY-  CA/RIVERSIDE
 DW1028  USGS QUAD   -  COXCOMB MTS (1987)
 DW1028
 DW1028                         *CURRENT SURVEY CONTROL
 DW1028  ___________________________________________________________________
 DW1028* NAD 83(1986)-  33 54 05.     (N)    115 17 43.     (W)     SCALED    
 DW1028* NAVD 88     -       307.747  (meters)    1009.67   (feet)  ADJUSTED  
 DW1028  ___________________________________________________________________
 DW1028  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW1028  DYNAMIC HT  -         307.405 (meters)    1008.54  (feet)  COMP
 DW1028  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 DW1028  OBS GRAVITY -     979,517.4   (mgal)                       GRAV_OBS
 DW1028
 DW1028  VERT ORDER  -  FIRST     CLASS I
 DW1028
 DW1028.The horizontal coordinates were scaled from a topographic map and have
 DW1028.an estimated accuracy of +/- 6 seconds.
 DW1028
 DW1028.The orthometric height was determined by differential leveling
 DW1028.and adjusted in June 1991.
 DW1028
 DW1028.The geoid height was determined by GEOID03.
 DW1028
 DW1028.The dynamic height is computed by dividing the NAVD 88
 DW1028.geopotential number by the normal gravity value computed on the
 DW1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1028.degrees latitude (g = 980.6199 gals.).
 DW1028
 DW1028.The modeled gravity was interpolated from observed gravity values.
 DW1028.The observed gravity was obtained from relative gravimeter ties
 DW1028.to the IGSN71 gravity network.
 DW1028
 DW1028;                    North         East    Units  Estimated Accuracy
 DW1028;SPC CA 6     -   692,800.    2,088,300.      MT  (+/- 180 meters Scaled)
 DW1028
 DW1028                          SUPERSEDED SURVEY CONTROL
 DW1028
 DW1028  NGVD 29 (??/??/92)  307.070  (m)         1007.45   (f) ADJ UNCH    1 1
 DW1028
 DW1028.Superseded values are not recommended for survey control.
 DW1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1028.See file dsdata.txt to determine how the superseded data were derived.
 DW1028
 DW1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT576525(NAD 83)
 DW1028_MARKER: DD = SURVEY DISK
 DW1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1028_SP_SET: HEAD WALL
 DW1028_STAMPING: 1007.721
 DW1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1028
 DW1028  HISTORY     - Date     Condition        Report By
 DW1028  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1028  HISTORY     - 1978     GOOD             NGS
 DW1028
 DW1028                          STATION DESCRIPTION
 DW1028
 DW1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1028'17.7 MI NE FROM DESERT CENTER.
 DW1028'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW1028'CENTER THENCE 14.8 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE 2.6
 DW1028'MILES WEST ALONG A PAVED ROAD TO AQUEDUCT THENCE 1.0 MILE NORTH ALONG
 DW1028'THE AQUEDUCT, IN THE NORTH HEADWALL OF THE SECOND HEADWALL NORTH OF
 DW1028'THE TUNNEL ENTRANCE, HEADWALL NUMBER IS 91.57.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9226 ***********************************************************************
 JT9226  DESIGNATION -  1008
 JT9226  PID         -  JT9226
 JT9226  STATE/COUNTY-  CA/NAPA
 JT9226  USGS QUAD   -  NAPA (1980)
 JT9226
 JT9226                         *CURRENT SURVEY CONTROL
 JT9226  ___________________________________________________________________
 JT9226* NAD 83(1986)-  38 17 18.     (N)    122 17 40.     (W)     SCALED    
 JT9226* NAVD 88     -         6.48   (+/-2cm)      21.3    (feet)  VERTCON   
 JT9226  ___________________________________________________________________
 JT9226  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9226  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9226
 JT9226.The horizontal coordinates were scaled from a topographic map and have
 JT9226.an estimated accuracy of +/- 6 seconds.
 JT9226
 JT9226.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9226.The vertical order pertains to the NGVD 29 superseded value.
 JT9226
 JT9226.The geoid height was determined by GEOID03.
 JT9226
 JT9226;                    North         East    Units  Estimated Accuracy
 JT9226;SPC CA 2     -   569,050.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9226
 JT9226                          SUPERSEDED SURVEY CONTROL
 JT9226
 JT9226  NGVD 29 (??/??/92)    5.704  (m)           18.71   (f) ADJ UNCH    2 2
 JT9226
 JT9226.Superseded values are not recommended for survey control.
 JT9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9226.See file dsdata.txt to determine how the superseded data were derived.
 JT9226
 JT9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617380(NAD 83)
 JT9226_MARKER: B = BOLT
 JT9226_SETTING: 0 = UNSPECIFIED SETTING
 JT9226_MARK LOGO: NONE  
 JT9226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9226
 JT9226  HISTORY     - Date     Condition        Report By
 JT9226  HISTORY     - 1971     MONUMENTED       CA2330
 JT9226
 JT9226                          STATION DESCRIPTION
 JT9226
 JT9226'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9226'ALONG OLD SONOMA ROAD, 150 FT (45.7 M) WEST OF JEFFERSON, ON NORTH
 JT9226'SIDE AT EAST POWERLINE NO. 1830, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1027 ***********************************************************************
 DW1027  DESIGNATION -  1008.589 MWDSC
 DW1027  PID         -  DW1027
 DW1027  STATE/COUNTY-  CA/RIVERSIDE
 DW1027  USGS QUAD   -  COXCOMB MTS (1987)
 DW1027
 DW1027                         *CURRENT SURVEY CONTROL
 DW1027  ___________________________________________________________________
 DW1027* NAD 83(1986)-  33 54 39.     (N)    115 17 18.     (W)     SCALED    
 DW1027* NAVD 88     -       308.008  (meters)    1010.52   (feet)  ADJUSTED  
 DW1027  ___________________________________________________________________
 DW1027  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW1027  DYNAMIC HT  -         307.666 (meters)    1009.40  (feet)  COMP
 DW1027  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 DW1027
 DW1027  VERT ORDER  -  FIRST     CLASS I
 DW1027
 DW1027.The horizontal coordinates were scaled from a topographic map and have
 DW1027.an estimated accuracy of +/- 6 seconds.
 DW1027
 DW1027.The orthometric height was determined by differential leveling
 DW1027.and adjusted in June 1991.
 DW1027
 DW1027.The geoid height was determined by GEOID03.
 DW1027
 DW1027.The dynamic height is computed by dividing the NAVD 88
 DW1027.geopotential number by the normal gravity value computed on the
 DW1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1027.degrees latitude (g = 980.6199 gals.).
 DW1027
 DW1027.The modeled gravity was interpolated from observed gravity values.
 DW1027
 DW1027;                    North         East    Units  Estimated Accuracy
 DW1027;SPC CA 6     -   693,850.    2,088,940.      MT  (+/- 180 meters Scaled)
 DW1027
 DW1027                          SUPERSEDED SURVEY CONTROL
 DW1027
 DW1027  NGVD 29 (??/??/92)  307.332  (m)         1008.31   (f) ADJ UNCH    1 1
 DW1027
 DW1027.Superseded values are not recommended for survey control.
 DW1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1027.See file dsdata.txt to determine how the superseded data were derived.
 DW1027
 DW1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT582535(NAD 83)
 DW1027_MARKER: DD = SURVEY DISK
 DW1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1027_SP_SET: HEAD WALL
 DW1027_STAMPING: 1008.589
 DW1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1027
 DW1027  HISTORY     - Date     Condition        Report By
 DW1027  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1027  HISTORY     - 1978     GOOD             NGS
 DW1027
 DW1027                          STATION DESCRIPTION
 DW1027
 DW1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1027'DESERT CENTER.
 DW1027'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW1027'CENTER THENCE 14.8 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE 2.6
 DW1027'MILES WEST ALONG A PAVED ROAD TO THE AQUEDUCT THENCE 1.75 MILES NORTH
 DW1027'ALONG THE AQUEDUCT, IN THE THIRD SIPHON SFTER TUNNEL ENTRANCE, IN
 DW1027'NORTH HEADWALL NUMBERED 90.82.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3345 ***********************************************************************
 AA3345  DESIGNATION -  101 001
 AA3345  PID         -  AA3345
 AA3345  STATE/COUNTY-  CA/VENTURA
 AA3345  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3345
 AA3345                         *CURRENT SURVEY CONTROL
 AA3345  ___________________________________________________________________
 AA3345* NAD 83(1986)-  34 10 19.     (N)    118 50 51.     (W)     SCALED    
 AA3345* NAVD 88     -       273.284  (meters)     896.60   (feet)  ADJUSTED  
 AA3345  ___________________________________________________________________
 AA3345  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 AA3345  DYNAMIC HT  -         273.001 (meters)     895.67  (feet)  COMP
 AA3345  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 AA3345
 AA3345  VERT ORDER  -  FIRST     CLASS II
 AA3345
 AA3345.The horizontal coordinates were scaled from a topographic map and have
 AA3345.an estimated accuracy of +/- 6 seconds.
 AA3345
 AA3345.The orthometric height was determined by differential leveling
 AA3345.and adjusted in June 1995.
 AA3345
 AA3345.The geoid height was determined by GEOID03.
 AA3345
 AA3345.The dynamic height is computed by dividing the NAVD 88
 AA3345.geopotential number by the normal gravity value computed on the
 AA3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3345.degrees latitude (g = 980.6199 gals.).
 AA3345
 AA3345.The modeled gravity was interpolated from observed gravity values.
 AA3345
 AA3345;                    North         East    Units  Estimated Accuracy
 AA3345;SPC CA 5     -   574,870.    1,921,870.      MT  (+/- 180 meters Scaled)
 AA3345
 AA3345                          SUPERSEDED SURVEY CONTROL
 AA3345
 AA3345.No superseded survey control is available for this station.
 AA3345
 AA3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT297827(NAD 83)
 AA3345_MARKER: DD = SURVEY DISK
 AA3345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3345_SP_SET: OVERPASS ABUTMENT
 AA3345_STAMPING: 101-001 1994
 AA3345_MARK LOGO: CADT  
 AA3345_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3345+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3345
 AA3345  HISTORY     - Date     Condition        Report By
 AA3345  HISTORY     - 1994     MONUMENTED       CADT
 AA3345  HISTORY     - 19940726 GOOD             NGS
 AA3345
 AA3345                          STATION DESCRIPTION
 AA3345
 AA3345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3345'IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND LIVE OAK
 AA3345'STREET, IN TOP OF AND 0.7 M (2.3 FT) NORTHEAST OF THE SOUTHWEST END OF
 AA3345'THE NORTHWEST CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS OF THE
 AA3345'STREET, 17.8 M (58.4 FT) NORTHWEST OF THE STREET CENTER, 3.0 M (9.8
 AA3345'FT) SOUTHWEST OF AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND
 AA3345'FREEWAY, 2.7 M (8.9 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 AA3345'SOUTHWEST CONCRETE GUARDRAIL, AND 0.3 M (1.0 FT) NORTHEAST OF THE
 AA3345'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3346 ***********************************************************************
 AA3346  DESIGNATION -  101 002
 AA3346  PID         -  AA3346
 AA3346  STATE/COUNTY-  CA/VENTURA
 AA3346  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3346
 AA3346                         *CURRENT SURVEY CONTROL
 AA3346  ___________________________________________________________________
 AA3346* NAD 83(1986)-  34 10 00.     (N)    118 50 19.     (W)     SCALED    
 AA3346* NAVD 88     -       281.147  (meters)     922.40   (feet)  ADJUSTED  
 AA3346  ___________________________________________________________________
 AA3346  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AA3346  DYNAMIC HT  -         280.853 (meters)     921.43  (feet)  COMP
 AA3346  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 AA3346
 AA3346  VERT ORDER  -  FIRST     CLASS II
 AA3346
 AA3346.The horizontal coordinates were scaled from a topographic map and have
 AA3346.an estimated accuracy of +/- 6 seconds.
 AA3346
 AA3346.The orthometric height was determined by differential leveling
 AA3346.and adjusted in June 1995.
 AA3346
 AA3346.The geoid height was determined by GEOID03.
 AA3346
 AA3346.The dynamic height is computed by dividing the NAVD 88
 AA3346.geopotential number by the normal gravity value computed on the
 AA3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3346.degrees latitude (g = 980.6199 gals.).
 AA3346
 AA3346.The modeled gravity was interpolated from observed gravity values.
 AA3346
 AA3346;                    North         East    Units  Estimated Accuracy
 AA3346;SPC CA 5     -   574,270.    1,922,680.      MT  (+/- 180 meters Scaled)
 AA3346
 AA3346                          SUPERSEDED SURVEY CONTROL
 AA3346
 AA3346.No superseded survey control is available for this station.
 AA3346
 AA3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT305821(NAD 83)
 AA3346_MARKER: DD = SURVEY DISK
 AA3346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3346_SP_SET: OVERPASS ABUTMENT
 AA3346_STAMPING: 101-002 1994
 AA3346_MARK LOGO: CADT  
 AA3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3346+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3346
 AA3346  HISTORY     - Date     Condition        Report By
 AA3346  HISTORY     - 1994     MONUMENTED       CADT
 AA3346  HISTORY     - 19940726 GOOD             NGS
 AA3346
 AA3346                          STATION DESCRIPTION
 AA3346
 AA3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3346'IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND HAMPSHIRE
 AA3346'ROAD, IN TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF
 AA3346'THE NORTHWEST CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS OF THE
 AA3346'ROAD, 23.0 M (75.5 FT) NORTHWEST OF THE ROAD CENTER, 4.3 M (14.1 FT)
 AA3346'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL,
 AA3346'3.0 M (9.8 FT) SOUTHWEST OF AND LEVEL WITH THE FOG LINE OF THE
 AA3346'SOUTHBOUND FREEWAY, AND 0.3 M (1.0 FT) NORTHEAST OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3348 ***********************************************************************
 AA3348  DESIGNATION -  101 003
 AA3348  PID         -  AA3348
 AA3348  STATE/COUNTY-  CA/VENTURA
 AA3348  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3348
 AA3348                         *CURRENT SURVEY CONTROL
 AA3348  ___________________________________________________________________
 AA3348* NAD 83(2007)-  34 09 25.67692(N)    118 49 30.86237(W)     ADJUSTED  
 AA3348* NAVD 88     -       290.676  (meters)     953.66   (feet)  ADJUSTED  
 AA3348  ___________________________________________________________________
 AA3348  EPOCH DATE  -        2007.00
 AA3348  X           -  -2,547,482.961 (meters)                     COMP
 AA3348  Y           -  -4,629,022.912 (meters)                     COMP
 AA3348  Z           -   3,561,026.614 (meters)                     COMP
 AA3348  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AA3348  ELLIP HEIGHT-         255.635 (meters)          (02/10/07) ADJUSTED
 AA3348  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AA3348  DYNAMIC HT  -         290.373 (meters)     952.67  (feet)  COMP
 AA3348
 AA3348  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3348  Type    PID    Designation                      North   East  Ellip
 AA3348  -------------------------------------------------------------------
 AA3348  NETWORK AA3348 101 003                           1.00   1.47   7.98
 AA3348  -------------------------------------------------------------------
 AA3348  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 AA3348
 AA3348  VERT ORDER  -  FIRST     CLASS II
 AA3348
 AA3348.The horizontal coordinates were established by GPS observations
 AA3348.and adjusted by the National Geodetic Survey in February 2007.
 AA3348
 AA3348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3348.The horizontal coordinates are valid at the epoch date displayed above.
 AA3348.The epoch date for horizontal control is a decimal equivalence
 AA3348.of Year/Month/Day.
 AA3348
 AA3348.The orthometric height was determined by differential leveling
 AA3348.and adjusted in June 1995.
 AA3348
 AA3348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3348
 AA3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3348
 AA3348.The ellipsoidal height was determined by GPS observations
 AA3348.and is referenced to NAD 83.
 AA3348
 AA3348.The geoid height was determined by GEOID03.
 AA3348
 AA3348.The dynamic height is computed by dividing the NAVD 88
 AA3348.geopotential number by the normal gravity value computed on the
 AA3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3348.degrees latitude (g = 980.6199 gals.).
 AA3348
 AA3348.The modeled gravity was interpolated from observed gravity values.
 AA3348
 AA3348;                    North         East     Units Scale Factor Converg.
 AA3348;SPC CA 5     -   573,205.135 1,923,903.809   MT  0.99997548   -0 28 13.4
 AA3348;SPC CA 5     - 1,880,590.51  6,312,007.75   sFT  0.99997548   -0 28 13.4
 AA3348;UTM  11      - 3,781,083.782   331,743.479   MT  0.99994898   -1 01 30.2
 AA3348
 AA3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3348!SPC CA 5     -   0.99995987  x   0.99997548  =   0.99993535
 AA3348!UTM  11      -   0.99995987  x   0.99994898  =   0.99990885
 AA3348
 AA3348                          SUPERSEDED SURVEY CONTROL
 AA3348
 AA3348  NAD 83(1994)-  34 09 25.66388(N)    118 49 30.84872(W) AD(1995.00) 1
 AA3348  ELLIP H (11/30/95)  255.655  (m)                       GP(1995.00) 4 2
 AA3348  NAVD 88 (11/30/95)  290.68   (m)          953.7    (f) LEVELING    3  
 AA3348
 AA3348.Superseded values are not recommended for survey control.
 AA3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3348.See file dsdata.txt to determine how the superseded data were derived.
 AA3348
 AA3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT3174381084(NAD 83)
 AA3348_MARKER: DD = SURVEY DISK
 AA3348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3348_SP_SET: ABUTMENT WALKWAY
 AA3348_STAMPING: 101-003 1994
 AA3348_MARK LOGO: CADT  
 AA3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3348+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3348
 AA3348  HISTORY     - Date     Condition        Report By
 AA3348  HISTORY     - 1994     MONUMENTED       CADT
 AA3348  HISTORY     - 19940726 GOOD             NGS
 AA3348
 AA3348                          STATION DESCRIPTION
 AA3348
 AA3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3348'IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND STATE HIGHWAY
 AA3348'23 SOUTH, IN TOP OF AND 1.4 M (4.6 FT) NORTHWEST OF THE SOUTHEAST END
 AA3348'OF THE SOUTHWEST CONCRETE ABUTMENT WALKWAY OF THE HIGHWAY OVERPASS OF
 AA3348'THE FREEWAY, 37.1 M (121.7 FT) SOUTHWEST OF THE CENTER OF THE
 AA3348'SOUTHBOUND LANES OF THE FREEWAY, 0.3 M (1.0 FT) SOUTHEAST OF THE CURB
 AA3348'OF THE NORTHBOUND BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AA3348'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3350 ***********************************************************************
 AA3350  DESIGNATION -  101 004
 AA3350  PID         -  AA3350
 AA3350  STATE/COUNTY-  CA/LOS ANGELES
 AA3350  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3350
 AA3350                         *CURRENT SURVEY CONTROL
 AA3350  ___________________________________________________________________
 AA3350* NAD 83(1986)-  34 08 57.     (N)    118 48 13.     (W)     SCALED    
 AA3350* NAVD 88     -       295.834  (meters)     970.58   (feet)  ADJUSTED  
 AA3350  ___________________________________________________________________
 AA3350  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 AA3350  DYNAMIC HT  -         295.523 (meters)     969.56  (feet)  COMP
 AA3350  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 AA3350
 AA3350  VERT ORDER  -  FIRST     CLASS II
 AA3350
 AA3350.The horizontal coordinates were scaled from a topographic map and have
 AA3350.an estimated accuracy of +/- 6 seconds.
 AA3350
 AA3350.The orthometric height was determined by differential leveling
 AA3350.and adjusted in June 1995.
 AA3350
 AA3350.The geoid height was determined by GEOID03.
 AA3350
 AA3350.The dynamic height is computed by dividing the NAVD 88
 AA3350.geopotential number by the normal gravity value computed on the
 AA3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3350.degrees latitude (g = 980.6199 gals.).
 AA3350
 AA3350.The modeled gravity was interpolated from observed gravity values.
 AA3350
 AA3350;                    North         East    Units  Estimated Accuracy
 AA3350;SPC CA 5     -   572,310.    1,925,890.      MT  (+/- 180 meters Scaled)
 AA3350
 AA3350                          SUPERSEDED SURVEY CONTROL
 AA3350
 AA3350.No superseded survey control is available for this station.
 AA3350
 AA3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT337801(NAD 83)
 AA3350_MARKER: DD = SURVEY DISK
 AA3350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3350_SP_SET: OVERPASS ABUTMENT
 AA3350_STAMPING: 101-004 1994
 AA3350_MARK LOGO: CADT  
 AA3350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3350+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3350
 AA3350  HISTORY     - Date     Condition        Report By
 AA3350  HISTORY     - 1994     MONUMENTED       CADT
 AA3350  HISTORY     - 19940726 GOOD             NGS
 AA3350
 AA3350                          STATION DESCRIPTION
 AA3350
 AA3350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3350'2.1 KM (1.30 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3350'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, IN THE SOUTH CONCRETE
 AA3350'ABUTMENT OF THE LINDRO CANYON ROAD OVERPASS OF THE FREEWAY, 35.9 M
 AA3350'(117.8 FT) SOUTH OF THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY,
 AA3350'2.2 M (7.2 FT) WEST OF THE EAST END OF THE ABUTMENT, 1.8 M (5.9 FT)
 AA3350'NORTHWEST OF THE SOUTH END OF THE EAST OVERPASS GUARDRAIL, 0.3 M (1.0
 AA3350'FT) SOUTHEAST OF THE CURB OF THE NORTHBOUND ROAD, AND 0.2 M (0.7 FT)
 AA3350'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3352 ***********************************************************************
 AA3352  DESIGNATION -  101 005
 AA3352  PID         -  AA3352
 AA3352  STATE/COUNTY-  CA/LOS ANGELES
 AA3352  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3352
 AA3352                         *CURRENT SURVEY CONTROL
 AA3352  ___________________________________________________________________
 AA3352* NAD 83(1986)-  34 08 47.     (N)    118 46 55.     (W)     SCALED    
 AA3352* NAVD 88     -       286.238  (meters)     939.10   (feet)  ADJUSTED  
 AA3352  ___________________________________________________________________
 AA3352  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AA3352  DYNAMIC HT  -         285.935 (meters)     938.11  (feet)  COMP
 AA3352  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 AA3352
 AA3352  VERT ORDER  -  FIRST     CLASS II
 AA3352
 AA3352.The horizontal coordinates were scaled from a topographic map and have
 AA3352.an estimated accuracy of +/- 6 seconds.
 AA3352
 AA3352.The orthometric height was determined by differential leveling
 AA3352.and adjusted in June 1995.
 AA3352
 AA3352.The geoid height was determined by GEOID03.
 AA3352
 AA3352.The dynamic height is computed by dividing the NAVD 88
 AA3352.geopotential number by the normal gravity value computed on the
 AA3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3352.degrees latitude (g = 980.6199 gals.).
 AA3352
 AA3352.The modeled gravity was interpolated from observed gravity values.
 AA3352
 AA3352;                    North         East    Units  Estimated Accuracy
 AA3352;SPC CA 5     -   571,980.    1,927,890.      MT  (+/- 180 meters Scaled)
 AA3352
 AA3352                          SUPERSEDED SURVEY CONTROL
 AA3352
 AA3352.No superseded survey control is available for this station.
 AA3352
 AA3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT357798(NAD 83)
 AA3352_MARKER: DD = SURVEY DISK
 AA3352_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3352_SP_SET: ABUTMENT WALKWAY
 AA3352_STAMPING: 101-005 1994
 AA3352_MARK LOGO: CADT  
 AA3352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3352+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3352
 AA3352  HISTORY     - Date     Condition        Report By
 AA3352  HISTORY     - 1994     MONUMENTED       CADT
 AA3352  HISTORY     - 19940726 GOOD             NGS
 AA3352
 AA3352                          STATION DESCRIPTION
 AA3352
 AA3352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3352'4.3 KM (2.65 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3352'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, IN TOP OF AND 1.5 M (4.9 FT)
 AA3352'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT WALKWAY OF THE
 AA3352'REYES ADOBE ROAD OVERPASS OF THE FREEWAY, 25.5 M (83.7 FT) SOUTH OF
 AA3352'THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 3.9 M (12.8 FT)
 AA3352'EAST OF THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AA3352'END OF THE OVERPASS, 0.3 M (1.0 FT) EAST OF A GUARDRAIL, AND 0.2 M
 AA3352'(0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3354 ***********************************************************************
 AA3354  DESIGNATION -  101 006
 AA3354  PID         -  AA3354
 AA3354  STATE/COUNTY-  CA/LOS ANGELES
 AA3354  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3354
 AA3354                         *CURRENT SURVEY CONTROL
 AA3354  ___________________________________________________________________
 AA3354* NAD 83(1986)-  34 08 43.     (N)    118 45 26.     (W)     SCALED    
 AA3354* NAVD 88     -       262.646  (meters)     861.70   (feet)  ADJUSTED  
 AA3354  ___________________________________________________________________
 AA3354  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AA3354  DYNAMIC HT  -         262.375 (meters)     860.81  (feet)  COMP
 AA3354  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 AA3354
 AA3354  VERT ORDER  -  FIRST     CLASS II
 AA3354
 AA3354.The horizontal coordinates were scaled from a topographic map and have
 AA3354.an estimated accuracy of +/- 6 seconds.
 AA3354
 AA3354.The orthometric height was determined by differential leveling
 AA3354.and adjusted in June 1995.
 AA3354
 AA3354.The geoid height was determined by GEOID03.
 AA3354
 AA3354.The dynamic height is computed by dividing the NAVD 88
 AA3354.geopotential number by the normal gravity value computed on the
 AA3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3354.degrees latitude (g = 980.6199 gals.).
 AA3354
 AA3354.The modeled gravity was interpolated from observed gravity values.
 AA3354
 AA3354;                    North         East    Units  Estimated Accuracy
 AA3354;SPC CA 5     -   571,840.    1,930,170.      MT  (+/- 180 meters Scaled)
 AA3354
 AA3354                          SUPERSEDED SURVEY CONTROL
 AA3354
 AA3354.No superseded survey control is available for this station.
 AA3354
 AA3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT379796(NAD 83)
 AA3354_MARKER: DD = SURVEY DISK
 AA3354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3354_SP_SET: BRIDGE ABUTMENT
 AA3354_STAMPING: 101-006 1994
 AA3354_MARK LOGO: CADT  
 AA3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3354+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 AA3354
 AA3354  HISTORY     - Date     Condition        Report By
 AA3354  HISTORY     - 1994     MONUMENTED       CADT
 AA3354  HISTORY     - 19940819 GOOD             NGS
 AA3354
 AA3354                          STATION DESCRIPTION
 AA3354
 AA3354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3354'6.4 KM (3.95 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3354'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, IN TOP OF AND 0.6 M (2.0 FT)
 AA3354'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT DECK OF BRIDGE
 AA3354'NUMBER 53-02 SPANNING MEDEA CREEK, 3.3 M (10.8 FT) EAST OF THE WEST
 AA3354'END OF THE SOUTH BRIDGE GUARDRAIL, 2.8 M (9.2 FT) SOUTH OF AND LEVEL
 AA3354'WITH THE FOG LINE OF THE SOUTHBOUND FREEWAY ON-RAMP, AND 0.2 M (0.7
 AA3354'FT) NORTH OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3356 ***********************************************************************
 AA3356  DESIGNATION -  101 007
 AA3356  PID         -  AA3356
 AA3356  STATE/COUNTY-  CA/LOS ANGELES
 AA3356  USGS QUAD   -  CALABASAS (1967)
 AA3356
 AA3356                         *CURRENT SURVEY CONTROL
 AA3356  ___________________________________________________________________
 AA3356* NAD 83(1986)-  34 08 34.     (N)    118 44 31.     (W)     SCALED    
 AA3356* NAVD 88     -       275.600  (meters)     904.20   (feet)  ADJUSTED  
 AA3356  ___________________________________________________________________
 AA3356  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AA3356  DYNAMIC HT  -         275.312 (meters)     903.25  (feet)  COMP
 AA3356  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 AA3356
 AA3356  VERT ORDER  -  FIRST     CLASS II
 AA3356
 AA3356.The horizontal coordinates were scaled from a topographic map and have
 AA3356.an estimated accuracy of +/- 6 seconds.
 AA3356
 AA3356.The orthometric height was determined by differential leveling
 AA3356.and adjusted in June 1995.
 AA3356
 AA3356.The geoid height was determined by GEOID03.
 AA3356
 AA3356.The dynamic height is computed by dividing the NAVD 88
 AA3356.geopotential number by the normal gravity value computed on the
 AA3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3356.degrees latitude (g = 980.6199 gals.).
 AA3356
 AA3356.The modeled gravity was interpolated from observed gravity values.
 AA3356
 AA3356;                    North         East    Units  Estimated Accuracy
 AA3356;SPC CA 5     -   571,550.    1,931,570.      MT  (+/- 180 meters Scaled)
 AA3356
 AA3356                          SUPERSEDED SURVEY CONTROL
 AA3356
 AA3356.No superseded survey control is available for this station.
 AA3356
 AA3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT393793(NAD 83)
 AA3356_MARKER: DD = SURVEY DISK
 AA3356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3356_SP_SET: BRIDGE ABUTMENT
 AA3356_STAMPING: 101-007 1994
 AA3356_MARK LOGO: CADT  
 AA3356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3356+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3356
 AA3356  HISTORY     - Date     Condition        Report By
 AA3356  HISTORY     - 1994     MONUMENTED       CADT
 AA3356  HISTORY     - 19940726 GOOD             NGS
 AA3356
 AA3356                          STATION DESCRIPTION
 AA3356
 AA3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3356'7.9 KM (4.90 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3356'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, IN TOP OF AND 0.5 M (1.6 FT)
 AA3356'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT DECK OF BRIDGE
 AA3356'NUMBER 53-755 SPANNING CHESEBRO CREEK, 18.2 M (59.7 FT) SOUTH OF THE
 AA3356'CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 8.4 M (27.6 FT) SOUTH
 AA3356'OF THE SOUTH EDGE OF THE FREEWAY, 3.1 M (10.2 FT) WEST OF THE EAST END
 AA3356'OF THE SOUTH BRIDGE GUARDRAIL, AND 2.2 M (7.2 FT) SOUTH OF AND LEVEL
 AA3356'WITH THE FOG LINE OF THE FREEWAY OFF-RAMP LEADING TO CHESEBRO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3361 ***********************************************************************
 AA3361  DESIGNATION -  101 008
 AA3361  PID         -  AA3361
 AA3361  STATE/COUNTY-  CA/LOS ANGELES
 AA3361  USGS QUAD   -  CALABASAS (1967)
 AA3361
 AA3361                         *CURRENT SURVEY CONTROL
 AA3361  ___________________________________________________________________
 AA3361* NAD 83(1986)-  34 08 56.     (N)    118 41 49.     (W)     SCALED    
 AA3361* NAVD 88     -       239.946  (meters)     787.22   (feet)  ADJUSTED  
 AA3361  ___________________________________________________________________
 AA3361  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AA3361  DYNAMIC HT  -         239.696 (meters)     786.40  (feet)  COMP
 AA3361  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 AA3361
 AA3361  VERT ORDER  -  FIRST     CLASS II
 AA3361
 AA3361.The horizontal coordinates were scaled from a topographic map and have
 AA3361.an estimated accuracy of +/- 6 seconds.
 AA3361
 AA3361.The orthometric height was determined by differential leveling
 AA3361.and adjusted in June 1995.
 AA3361
 AA3361.The geoid height was determined by GEOID03.
 AA3361
 AA3361.The dynamic height is computed by dividing the NAVD 88
 AA3361.geopotential number by the normal gravity value computed on the
 AA3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3361.degrees latitude (g = 980.6199 gals.).
 AA3361
 AA3361.The modeled gravity was interpolated from observed gravity values.
 AA3361
 AA3361;                    North         East    Units  Estimated Accuracy
 AA3361;SPC CA 5     -   572,200.    1,935,730.      MT  (+/- 180 meters Scaled)
 AA3361
 AA3361                          SUPERSEDED SURVEY CONTROL
 AA3361
 AA3361.No superseded survey control is available for this station.
 AA3361
 AA3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT435799(NAD 83)
 AA3361_MARKER: DD = SURVEY DISK
 AA3361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3361_SP_SET: CULVERT HEADWALL
 AA3361_STAMPING: 101-008 1994
 AA3361_MARK LOGO: CADT  
 AA3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3361+STABILITY: SURFACE MOTION
 AA3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3361+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AA3361
 AA3361  HISTORY     - Date     Condition        Report By
 AA3361  HISTORY     - 1994     MONUMENTED       CADT
 AA3361  HISTORY     - 19940726 GOOD             NGS
 AA3361  HISTORY     - 20021016 GOOD             CADT
 AA3361
 AA3361                          STATION DESCRIPTION
 AA3361
 AA3361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3361'12.6 KM (7.80 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3361'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, NEAR THE SOUTHWEST END OF THE
 AA3361'SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE FREEWAY, 15.9 M
 AA3361'(52.2 FT) SOUTHEAST OF THE CENTER OF THE FREEWAY, 5.6 M (18.4 FT)
 AA3361'SOUTHEAST OF THE FOG LINE OF THE SOUTHBOUND ON-RAMP OF THE FREEWAY,
 AA3361'4.0 M (13.1 FT) EAST OF A UNDERGROUND CABLE JUNCTION BOX, 3.3 M (10.8
 AA3361'FT) NORTHWEST OF A CHAIN-LINK FENCE, AND 0.8 M (2.6 FT) BELOW THE
 AA3361'LEVEL OF THE RAMP.
 AA3361
 AA3361                          STATION RECOVERY (2002)
 AA3361
 AA3361'RECOVERY NOTE BY CALTRANS 2002 (GND)
 AA3361'SCALED POSITION SHOULD BE 34 08 59 N. 118 41 47 W. ADD TO DESCRIPTION,
 AA3361' 
 AA3361'AT LA101 FREEWAY POSTMILE 30.94. AND, 75' +/- WEST OF
 AA3361'ELECTROLLER/LIGHT NUMBER 30881.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA9326 ***********************************************************************
 AA9326  DESIGNATION -  101 009
 AA9326  PID         -  AA9326
 AA9326  STATE/COUNTY-  CA/LOS ANGELES
 AA9326  USGS QUAD   -  CALABASAS (1967)
 AA9326
 AA9326                         *CURRENT SURVEY CONTROL
 AA9326  ___________________________________________________________________
 AA9326* NAD 83(2007)-  34 08 53.61891(N)    118 41 51.54724(W)     ADJUSTED  
 AA9326* NAVD 88     -       245.6    (meters)     806.     (feet)  GPS OBS   
 AA9326  ___________________________________________________________________
 AA9326  EPOCH DATE  -        2007.00
 AA9326  X           -  -2,537,417.104 (meters)                     COMP
 AA9326  Y           -  -4,635,138.093 (meters)                     COMP
 AA9326  Z           -   3,560,183.952 (meters)                     COMP
 AA9326  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AA9326  ELLIP HEIGHT-         210.760 (meters)          (02/10/07) ADJUSTED
 AA9326  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AA9326
 AA9326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA9326  Type    PID    Designation                      North   East  Ellip
 AA9326  -------------------------------------------------------------------
 AA9326  NETWORK AA9326 101 009                           0.92   1.41   7.43
 AA9326  -------------------------------------------------------------------
 AA9326
 AA9326.The horizontal coordinates were established by GPS observations
 AA9326.and adjusted by the National Geodetic Survey in February 2007.
 AA9326
 AA9326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA9326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA9326.The horizontal coordinates are valid at the epoch date displayed above.
 AA9326.The epoch date for horizontal control is a decimal equivalence
 AA9326.of Year/Month/Day.
 AA9326
 AA9326.The orthometric height was determined by GPS observations and a
 AA9326.high-resolution geoid model.
 AA9326
 AA9326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9326
 AA9326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9326
 AA9326.The ellipsoidal height was determined by GPS observations
 AA9326.and is referenced to NAD 83.
 AA9326
 AA9326.The geoid height was determined by GEOID03.
 AA9326
 AA9326;                    North         East     Units Scale Factor Converg.
 AA9326;SPC CA 5     -   572,128.270 1,935,661.725   MT  0.99997709   -0 23 51.6
 AA9326;SPC CA 5     - 1,877,057.50  6,350,583.51   sFT  0.99997709   -0 23 51.6
 AA9326;UTM  11      - 3,779,893.124   343,489.812   MT  0.99990196   -0 57 11.3
 AA9326
 AA9326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9326!SPC CA 5     -   0.99996692  x   0.99997709  =   0.99994401
 AA9326!UTM  11      -   0.99996692  x   0.99990196  =   0.99986888
 AA9326
 AA9326                          SUPERSEDED SURVEY CONTROL
 AA9326
 AA9326  NAD 83(1994)-  34 08 53.60603(N)    118 41 51.53401(W) AD(1995.00) 1
 AA9326  ELLIP H (11/30/95)  210.759  (m)                       GP(       ) 4 2
 AA9326
 AA9326.Superseded values are not recommended for survey control.
 AA9326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9326.See file dsdata.txt to determine how the superseded data were derived.
 AA9326
 AA9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT4349079893(NAD 83)
 AA9326_MARKER: DD = SURVEY DISK
 AA9326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9326_SP_SET: ABUTMENT WALKWAY
 AA9326_STAMPING: 101 008 1994
 AA9326_MARK LOGO: CADT  
 AA9326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9326+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 AA9326
 AA9326  HISTORY     - Date     Condition        Report By
 AA9326  HISTORY     - 1994     MONUMENTED       CADT
 AA9326  HISTORY     - 20021015 GOOD             CADT
 AA9326
 AA9326                          STATION DESCRIPTION
 AA9326
 AA9326'DESCRIBED BY CALTRANS 1994 (JAS)
 AA9326'THE STATION IS LOCATED IN THE CITY OF CALABASAS.
 AA9326' 
 AA9326'THE MARK IS LOCATED AT THE LAS VIRGENES ROAD OVERCROSSING (BRIDGE NO.
 AA9326'53-1442) OF ROUTE 101 (VENTURA FREEWAY) 148.0 FT (45.1 M) SOUTH OF
 AA9326'ROUTE 101, 40.0 FT (12.2 M) EAST OF THE CENTERLINE OF LAS VIRGENES
 AA9326'ROAD, 6.5 FT (2.0 M) WEST OF A METAL GUARDRAIL, 1.0 FT (0.3 M) EAST OF
 AA9326'THE EAST CURB OF LAS VIRGENES ROAD, AND UP 1.0 FT (0.3 M) FROM THE
 AA9326'ROADWAY SURFACE.
 AA9326
 AA9326                          STATION RECOVERY (2002)
 AA9326
 AA9326'RECOVERY NOTE BY CALTRANS 2002 (GND)
 AA9326'THE STAMPING OF THE MONUMENT IS INCORRECTLY SHOWN AS '101 008 1994'.
 AA9326'THE CORRECT STAMPING IS '101-009 1994'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3364 ***********************************************************************
 AA3364  DESIGNATION -  101 010
 AA3364  PID         -  AA3364
 AA3364  STATE/COUNTY-  CA/LOS ANGELES
 AA3364  USGS QUAD   -  CALABASAS (1967)
 AA3364
 AA3364                         *CURRENT SURVEY CONTROL
 AA3364  ___________________________________________________________________
 AA3364* NAD 83(1986)-  34 08 56.     (N)    118 40 23.     (W)     SCALED    
 AA3364* NAVD 88     -       324.981  (meters)    1066.21   (feet)  ADJUSTED  
 AA3364  ___________________________________________________________________
 AA3364  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AA3364  DYNAMIC HT  -         324.636 (meters)    1065.08  (feet)  COMP
 AA3364  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 AA3364
 AA3364  VERT ORDER  -  FIRST     CLASS II
 AA3364
 AA3364.The horizontal coordinates were scaled from a topographic map and have
 AA3364.an estimated accuracy of +/- 6 seconds.
 AA3364
 AA3364.The orthometric height was determined by differential leveling
 AA3364.and adjusted in June 1995.
 AA3364
 AA3364.The geoid height was determined by GEOID03.
 AA3364
 AA3364.The dynamic height is computed by dividing the NAVD 88
 AA3364.geopotential number by the normal gravity value computed on the
 AA3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3364.degrees latitude (g = 980.6199 gals.).
 AA3364
 AA3364.The modeled gravity was interpolated from observed gravity values.
 AA3364
 AA3364;                    North         East    Units  Estimated Accuracy
 AA3364;SPC CA 5     -   572,190.    1,937,930.      MT  (+/- 180 meters Scaled)
 AA3364
 AA3364                          SUPERSEDED SURVEY CONTROL
 AA3364
 AA3364.No superseded survey control is available for this station.
 AA3364
 AA3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT457799(NAD 83)
 AA3364_MARKER: DD = SURVEY DISK
 AA3364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3364_SP_SET: HEADWALL
 AA3364_STAMPING: 101-010 1994
 AA3364_MARK LOGO: CADT  
 AA3364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3364+STABILITY: SURFACE MOTION
 AA3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3364+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3364
 AA3364  HISTORY     - Date     Condition        Report By
 AA3364  HISTORY     - 1994     MONUMENTED       CADT
 AA3364  HISTORY     - 19940726 GOOD             NGS
 AA3364
 AA3364                          STATION DESCRIPTION
 AA3364
 AA3364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3364'15.0 KM (9.30 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3364'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, NEAR THE NORTH END OF THE
 AA3364'CONCRETE HEADWALL OF A CULVERT, 3.9 M (12.8 FT) SOUTH OF THE FOG LINE
 AA3364'OF THE EASTBOUND FREEWAY, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 AA3364'FREEWAY, AND 0.4 M (1.3 FT) SOUTH OF THE EAST END OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3369 ***********************************************************************
 AA3369  DESIGNATION -  101 011
 AA3369  PID         -  AA3369
 AA3369  STATE/COUNTY-  CA/LOS ANGELES
 AA3369  USGS QUAD   -  CANOGA PARK (1967)
 AA3369
 AA3369                         *CURRENT SURVEY CONTROL
 AA3369  ___________________________________________________________________
 AA3369* NAD 83(1986)-  34 09 51.     (N)    118 37 23.     (W)     SCALED    
 AA3369* NAVD 88     -       283.012  (meters)     928.52   (feet)  ADJUSTED  
 AA3369  ___________________________________________________________________
 AA3369  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AA3369  DYNAMIC HT  -         282.711 (meters)     927.53  (feet)  COMP
 AA3369  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 AA3369
 AA3369  VERT ORDER  -  FIRST     CLASS II
 AA3369
 AA3369.The horizontal coordinates were scaled from a topographic map and have
 AA3369.an estimated accuracy of +/- 6 seconds.
 AA3369
 AA3369.The orthometric height was determined by differential leveling
 AA3369.and adjusted in June 1995.
 AA3369
 AA3369.The geoid height was determined by GEOID03.
 AA3369
 AA3369.The dynamic height is computed by dividing the NAVD 88
 AA3369.geopotential number by the normal gravity value computed on the
 AA3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3369.degrees latitude (g = 980.6199 gals.).
 AA3369
 AA3369.The modeled gravity was interpolated from observed gravity values.
 AA3369
 AA3369;                    North         East    Units  Estimated Accuracy
 AA3369;SPC CA 5     -   573,850.    1,942,550.      MT  (+/- 180 meters Scaled)
 AA3369
 AA3369                          SUPERSEDED SURVEY CONTROL
 AA3369
 AA3369.No superseded survey control is available for this station.
 AA3369
 AA3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503815(NAD 83)
 AA3369_MARKER: DD = SURVEY DISK
 AA3369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3369_SP_SET: OVERPASS ABUTMENT
 AA3369_STAMPING: 101-011 1994
 AA3369_MARK LOGO: CADT  
 AA3369_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3369+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 AA3369
 AA3369  HISTORY     - Date     Condition        Report By
 AA3369  HISTORY     - 1994     MONUMENTED       CADT
 AA3369  HISTORY     - 19940727 GOOD             NGS
 AA3369
 AA3369                          STATION DESCRIPTION
 AA3369
 AA3369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3369'IN WOODLAND HILLS, AT THE INTERSECTION OF FREEWAY 101 AND FALLBROOK
 AA3369'AVENUE, IN TOP OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE
 AA3369'WEST CONCRETE ABUTMENT OF THE FREEWAY OVERPASS OF THE AVENUE, 13.8 M
 AA3369'(45.3 FT) WEST OF THE CENTER OF THE AVENUE, 12.0 M (39.4 FT) EAST OF
 AA3369'THE WEST END OF THE GUARDRAIL, 2.4 M (7.9 FT) SOUTH OF THE FOG LINE OF
 AA3369'THE SOUTHBOUND FREEWAY, AND 0.2 M (0.7 FT) NORTH OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3371 ***********************************************************************
 AA3371  DESIGNATION -  101 012
 AA3371  PID         -  AA3371
 AA3371  STATE/COUNTY-  CA/LOS ANGELES
 AA3371  USGS QUAD   -  CANOGA PARK (1967)
 AA3371
 AA3371                         *CURRENT SURVEY CONTROL
 AA3371  ___________________________________________________________________
 AA3371* NAD 83(1986)-  34 10 03.     (N)    118 36 50.     (W)     SCALED    
 AA3371* NAVD 88     -       279.629  (meters)     917.42   (feet)  ADJUSTED  
 AA3371  ___________________________________________________________________
 AA3371  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3371  DYNAMIC HT  -         279.332 (meters)     916.44  (feet)  COMP
 AA3371  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 AA3371
 AA3371  VERT ORDER  -  FIRST     CLASS II
 AA3371
 AA3371.The horizontal coordinates were scaled from a topographic map and have
 AA3371.an estimated accuracy of +/- 6 seconds.
 AA3371
 AA3371.The orthometric height was determined by differential leveling
 AA3371.and adjusted in June 1995.
 AA3371
 AA3371.The geoid height was determined by GEOID03.
 AA3371
 AA3371.The dynamic height is computed by dividing the NAVD 88
 AA3371.geopotential number by the normal gravity value computed on the
 AA3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3371.degrees latitude (g = 980.6199 gals.).
 AA3371
 AA3371.The modeled gravity was interpolated from observed gravity values.
 AA3371
 AA3371;                    North         East    Units  Estimated Accuracy
 AA3371;SPC CA 5     -   574,220.    1,943,400.      MT  (+/- 180 meters Scaled)
 AA3371
 AA3371                          SUPERSEDED SURVEY CONTROL
 AA3371
 AA3371.No superseded survey control is available for this station.
 AA3371
 AA3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT512819(NAD 83)
 AA3371_MARKER: DD = SURVEY DISK
 AA3371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3371_SP_SET: OVERPASS ABUTMENT
 AA3371_STAMPING: 101-012 1994
 AA3371_MARK LOGO: CADT  
 AA3371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3371+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 AA3371
 AA3371  HISTORY     - Date     Condition        Report By
 AA3371  HISTORY     - 1994     MONUMENTED       CADT
 AA3371  HISTORY     - 19940727 GOOD             NGS
 AA3371
 AA3371                          STATION DESCRIPTION
 AA3371
 AA3371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3371'IN WOODLAND HILLS, AT THE INTERSECTION OF FREEWAY 101 AND SHOUP
 AA3371'AVENUE, IN TOP OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE
 AA3371'WEST CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS OF THE AVENUE, 6.3
 AA3371'M (20.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND FREEWAY,
 AA3371'10.0 M (32.8 FT) SOUTHWEST OF THE AVENUE CENTER, 4.0 M (13.1 FT)
 AA3371'SOUTHWEST OF LIGHT POLE NUMBER 25.811, AND 2.5 M (8.2 FT) SOUTHEAST OF
 AA3371'AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND FREEWAY OFF-RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3289 ***********************************************************************
 AA3289  DESIGNATION -  101 015
 AA3289  PID         -  AA3289
 AA3289  STATE/COUNTY-  CA/LOS ANGELES
 AA3289  USGS QUAD   -  CANOGA PARK (1967)
 AA3289
 AA3289                         *CURRENT SURVEY CONTROL
 AA3289  ___________________________________________________________________
 AA3289* NAD 83(1986)-  34 10 09.     (N)    118 35 51.     (W)     SCALED    
 AA3289* NAVD 88     -       277.125  (meters)     909.20   (feet)  ADJUSTED  
 AA3289  ___________________________________________________________________
 AA3289  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3289  DYNAMIC HT  -         276.830 (meters)     908.23  (feet)  COMP
 AA3289  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 AA3289
 AA3289  VERT ORDER  -  FIRST     CLASS II
 AA3289
 AA3289.The horizontal coordinates were scaled from a topographic map and have
 AA3289.an estimated accuracy of +/- 6 seconds.
 AA3289
 AA3289.The orthometric height was determined by differential leveling
 AA3289.and adjusted in June 1995.
 AA3289
 AA3289.The geoid height was determined by GEOID03.
 AA3289
 AA3289.The dynamic height is computed by dividing the NAVD 88
 AA3289.geopotential number by the normal gravity value computed on the
 AA3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3289.degrees latitude (g = 980.6199 gals.).
 AA3289
 AA3289.The modeled gravity was interpolated from observed gravity values.
 AA3289
 AA3289;                    North         East    Units  Estimated Accuracy
 AA3289;SPC CA 5     -   574,390.    1,944,910.      MT  (+/- 180 meters Scaled)
 AA3289
 AA3289                          SUPERSEDED SURVEY CONTROL
 AA3289
 AA3289.No superseded survey control is available for this station.
 AA3289
 AA3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT527820(NAD 83)
 AA3289_MARKER: DD = SURVEY DISK
 AA3289_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3289_SP_SET: OVERPASS ABUTMENT
 AA3289_STAMPING: 101-015 1994
 AA3289_MARK LOGO: CADT  
 AA3289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3289+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3289
 AA3289  HISTORY     - Date     Condition        Report By
 AA3289  HISTORY     - 1994     MONUMENTED       CADT
 AA3289  HISTORY     - 19940822 GOOD             NGS
 AA3289
 AA3289                          STATION DESCRIPTION
 AA3289
 AA3289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3289'IN WOODLAND HILLS, AT THE INTERSECTION OF FREEWAY 101 AND CANOGA
 AA3289'AVENUE, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE
 AA3289'WEST CONCRETE ABUTMENT DECK OF THE SOUTHBOUND FREEWAY OVERPASS OF THE
 AA3289'AVENUE, 14.0 M (45.9 FT) WEST OF THE CENTER OF THE AVENUE, 11.3 M
 AA3289'(37.1 FT) EAST OF THE WEST END OF THE BRIDGE GUARDRAIL, AND 2.1 M (6.9
 AA3289'FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3291 ***********************************************************************
 AA3291  DESIGNATION -  101 016
 AA3291  PID         -  AA3291
 AA3291  STATE/COUNTY-  CA/LOS ANGELES
 AA3291  USGS QUAD   -  CANOGA PARK (1967)
 AA3291
 AA3291                         *CURRENT SURVEY CONTROL
 AA3291  ___________________________________________________________________
 AA3291* NAD 83(1986)-  34 10 04.     (N)    118 35 16.     (W)     SCALED    
 AA3291* NAVD 88     -       281.283  (meters)     922.84   (feet)  ADJUSTED  
 AA3291  ___________________________________________________________________
 AA3291  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3291  DYNAMIC HT  -         280.983 (meters)     921.86  (feet)  COMP
 AA3291  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 AA3291
 AA3291  VERT ORDER  -  FIRST     CLASS II
 AA3291
 AA3291.The horizontal coordinates were scaled from a topographic map and have
 AA3291.an estimated accuracy of +/- 6 seconds.
 AA3291
 AA3291.The orthometric height was determined by differential leveling
 AA3291.and adjusted in June 1995.
 AA3291
 AA3291.The geoid height was determined by GEOID03.
 AA3291
 AA3291.The dynamic height is computed by dividing the NAVD 88
 AA3291.geopotential number by the normal gravity value computed on the
 AA3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3291.degrees latitude (g = 980.6199 gals.).
 AA3291
 AA3291.The modeled gravity was interpolated from observed gravity values.
 AA3291
 AA3291;                    North         East    Units  Estimated Accuracy
 AA3291;SPC CA 5     -   574,230.    1,945,810.      MT  (+/- 180 meters Scaled)
 AA3291
 AA3291                          SUPERSEDED SURVEY CONTROL
 AA3291
 AA3291.No superseded survey control is available for this station.
 AA3291
 AA3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT536818(NAD 83)
 AA3291_MARKER: DD = SURVEY DISK
 AA3291_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3291_SP_SET: OVERPASS ABUTMENT
 AA3291_STAMPING: 101-016 1994
 AA3291_MARK LOGO: CADT  
 AA3291_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3291+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3291
 AA3291  HISTORY     - Date     Condition        Report By
 AA3291  HISTORY     - 1994     MONUMENTED       CADT
 AA3291  HISTORY     - 19940822 GOOD             NGS
 AA3291  HISTORY     - 20050626 GOOD             USPSQD
 AA3291
 AA3291                          STATION DESCRIPTION
 AA3291
 AA3291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3291'IN WOODLAND HILLS, AT THE INTERSECTION OF FREEWAY 101 AND DESOTO
 AA3291'AVENUE, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE
 AA3291'EAST CONCRETE ABUTMENT DECK OF THE SOUTHBOUND FREEWAY OVERPASS OF THE
 AA3291'AVENUE, 14.3 M (46.9 FT) EAST OF THE CENTER OF THE AVENUE, 11.9 M
 AA3291'(39.0 FT) WEST OF THE EAST END OF THE BRIDGE GUARDRAIL, 2.8 M (9.2 FT)
 AA3291'SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE, AND 0.3 M (1.0 FT) NORTH
 AA3291'OF THE GUARDRAIL.
 AA3291
 AA3291                          STATION RECOVERY (2005)
 AA3291
 AA3291'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AA3291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3295 ***********************************************************************
 AA3295  DESIGNATION -  101 017
 AA3295  PID         -  AA3295
 AA3295  STATE/COUNTY-  CA/LOS ANGELES
 AA3295  USGS QUAD   -  CANOGA PARK (1967)
 AA3295
 AA3295                         *CURRENT SURVEY CONTROL
 AA3295  ___________________________________________________________________
 AA3295* NAD 83(1986)-  34 10 19.     (N)    118 34 15.     (W)     SCALED    
 AA3295* NAVD 88     -       258.052  (meters)     846.63   (feet)  ADJUSTED  
 AA3295  ___________________________________________________________________
 AA3295  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AA3295  DYNAMIC HT  -         257.777 (meters)     845.72  (feet)  COMP
 AA3295  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 AA3295
 AA3295  VERT ORDER  -  FIRST     CLASS II
 AA3295
 AA3295.The horizontal coordinates were scaled from a topographic map and have
 AA3295.an estimated accuracy of +/- 6 seconds.
 AA3295
 AA3295.The orthometric height was determined by differential leveling
 AA3295.and adjusted in June 1995.
 AA3295
 AA3295.The geoid height was determined by GEOID03.
 AA3295
 AA3295.The dynamic height is computed by dividing the NAVD 88
 AA3295.geopotential number by the normal gravity value computed on the
 AA3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3295.degrees latitude (g = 980.6199 gals.).
 AA3295
 AA3295.The modeled gravity was interpolated from observed gravity values.
 AA3295
 AA3295;                    North         East    Units  Estimated Accuracy
 AA3295;SPC CA 5     -   574,690.    1,947,370.      MT  (+/- 180 meters Scaled)
 AA3295
 AA3295                          SUPERSEDED SURVEY CONTROL
 AA3295
 AA3295.No superseded survey control is available for this station.
 AA3295
 AA3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT552823(NAD 83)
 AA3295_MARKER: DD = SURVEY DISK
 AA3295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3295_SP_SET: OVERPASS ABUTMENT
 AA3295_STAMPING: 101-017 1994
 AA3295_MARK LOGO: CADT  
 AA3295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3295+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3295
 AA3295  HISTORY     - Date     Condition        Report By
 AA3295  HISTORY     - 1992     MONUMENTED       CADT
 AA3295  HISTORY     - 19940822 GOOD             NGS
 AA3295
 AA3295                          STATION DESCRIPTION
 AA3295
 AA3295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3295'IN TARZANA, AT THE INTERSECTION OF FREEWAY 101 AND WINNETKA AVENUE, IN
 AA3295'TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AA3295'ABUTMENT DECK OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE, 17.3 M
 AA3295'(56.8 FT) NORTHEAST OF THE AVENUE CENTER, 11.1 M (36.4 FT) SOUTHWEST
 AA3295'OF THE NORTHEAST END OF A GUARDRAIL, 2.3 M (7.5 FT) SOUTHEAST OF AND
 AA3295'LEVEL WITH THE FREEWAY FOG LINE, AND 0.3 M (1.0 FT) NORTHWEST OF THE
 AA3295'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3296 ***********************************************************************
 AA3296  DESIGNATION -  101 018
 AA3296  PID         -  AA3296
 AA3296  STATE/COUNTY-  CA/LOS ANGELES
 AA3296  USGS QUAD   -  CANOGA PARK (1967)
 AA3296
 AA3296                         *CURRENT SURVEY CONTROL
 AA3296  ___________________________________________________________________
 AA3296* NAD 83(1986)-  34 10 23.     (N)    118 33 43.     (W)     SCALED    
 AA3296* NAVD 88     -       258.182  (meters)     847.05   (feet)  ADJUSTED  
 AA3296  ___________________________________________________________________
 AA3296  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA3296  DYNAMIC HT  -         257.907 (meters)     846.15  (feet)  COMP
 AA3296  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 AA3296
 AA3296  VERT ORDER  -  FIRST     CLASS II
 AA3296
 AA3296.The horizontal coordinates were scaled from a topographic map and have
 AA3296.an estimated accuracy of +/- 6 seconds.
 AA3296
 AA3296.The orthometric height was determined by differential leveling
 AA3296.and adjusted in June 1995.
 AA3296
 AA3296.The geoid height was determined by GEOID03.
 AA3296
 AA3296.The dynamic height is computed by dividing the NAVD 88
 AA3296.geopotential number by the normal gravity value computed on the
 AA3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3296.degrees latitude (g = 980.6199 gals.).
 AA3296
 AA3296.The modeled gravity was interpolated from observed gravity values.
 AA3296
 AA3296;                    North         East    Units  Estimated Accuracy
 AA3296;SPC CA 5     -   574,800.    1,948,190.      MT  (+/- 180 meters Scaled)
 AA3296
 AA3296                          SUPERSEDED SURVEY CONTROL
 AA3296
 AA3296.No superseded survey control is available for this station.
 AA3296
 AA3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT560824(NAD 83)
 AA3296_MARKER: DD = SURVEY DISK
 AA3296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3296_SP_SET: OVERPASS ABUTMENT
 AA3296_STAMPING: 101-018 1994
 AA3296_MARK LOGO: CADT  
 AA3296_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3296+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3296
 AA3296  HISTORY     - Date     Condition        Report By
 AA3296  HISTORY     - 1994     MONUMENTED       CADT
 AA3296  HISTORY     - 19940822 GOOD             NGS
 AA3296
 AA3296                          STATION DESCRIPTION
 AA3296
 AA3296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3296'IN TARZANA, AT THE INTERSECTION OF FREEWAY 101 AND CORBIN AVENUE, IN
 AA3296'TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AA3296'ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE, 12.0 M
 AA3296'(39.4 FT) NORTHEAST OF THE AVENUE CENTER, 2.3 M (7.5 FT) SOUTH OF AND
 AA3296'LEVEL WITH THE FREEWAY FOG LINE, AND 0.3 M (1.0 FT) NORTH OF A
 AA3296'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3298 ***********************************************************************
 AA3298  DESIGNATION -  101 019
 AA3298  PID         -  AA3298
 AA3298  STATE/COUNTY-  CA/LOS ANGELES
 AA3298  USGS QUAD   -  CANOGA PARK (1967)
 AA3298
 AA3298                         *CURRENT SURVEY CONTROL
 AA3298  ___________________________________________________________________
 AA3298* NAD 83(1986)-  34 10 24.     (N)    118 33 11.     (W)     SCALED    
 AA3298* NAVD 88     -       246.338  (meters)     808.19   (feet)  ADJUSTED  
 AA3298  ___________________________________________________________________
 AA3298  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA3298  DYNAMIC HT  -         246.076 (meters)     807.33  (feet)  COMP
 AA3298  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 AA3298
 AA3298  VERT ORDER  -  FIRST     CLASS II
 AA3298
 AA3298.The horizontal coordinates were scaled from a topographic map and have
 AA3298.an estimated accuracy of +/- 6 seconds.
 AA3298
 AA3298.The orthometric height was determined by differential leveling
 AA3298.and adjusted in June 1995.
 AA3298
 AA3298.The geoid height was determined by GEOID03.
 AA3298
 AA3298.The dynamic height is computed by dividing the NAVD 88
 AA3298.geopotential number by the normal gravity value computed on the
 AA3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3298.degrees latitude (g = 980.6199 gals.).
 AA3298
 AA3298.The modeled gravity was interpolated from observed gravity values.
 AA3298
 AA3298;                    North         East    Units  Estimated Accuracy
 AA3298;SPC CA 5     -   574,830.    1,949,010.      MT  (+/- 180 meters Scaled)
 AA3298
 AA3298                          SUPERSEDED SURVEY CONTROL
 AA3298
 AA3298.No superseded survey control is available for this station.
 AA3298
 AA3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT568824(NAD 83)
 AA3298_MARKER: DD = SURVEY DISK
 AA3298_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3298_SP_SET: OVERPASS ABUTMENT
 AA3298_STAMPING: 101-019 1994
 AA3298_MARK LOGO: CADT  
 AA3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3298+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3298
 AA3298  HISTORY     - Date     Condition        Report By
 AA3298  HISTORY     - 1994     MONUMENTED       CADT
 AA3298  HISTORY     - 19940822 GOOD             NGS
 AA3298
 AA3298                          STATION DESCRIPTION
 AA3298
 AA3298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3298'IN TARZANA, AT THE INTERSECTION OF FREEWAY 101 AND TAMPA AVENUE, IN
 AA3298'TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AA3298'ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE, 13.1 M
 AA3298'(43.0 FT) WEST OF THE EAST END OF A GUARDRAIL, 12.9 M (42.3 FT) EAST
 AA3298'OF THE CENTER OF THE AVENUE, AND 2.4 M (7.9 FT) SOUTH OF AND LEVEL
 AA3298'WITH THE FREEWAY FOG LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3299 ***********************************************************************
 AA3299  DESIGNATION -  101 020
 AA3299  PID         -  AA3299
 AA3299  STATE/COUNTY-  CA/LOS ANGELES
 AA3299  USGS QUAD   -  CANOGA PARK (1967)
 AA3299
 AA3299                         *CURRENT SURVEY CONTROL
 AA3299  ___________________________________________________________________
 AA3299* NAD 83(1986)-  34 10 24.     (N)    118 32 44.     (W)     SCALED    
 AA3299* NAVD 88     -       247.684  (meters)     812.61   (feet)  ADJUSTED  
 AA3299  ___________________________________________________________________
 AA3299  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AA3299  DYNAMIC HT  -         247.422 (meters)     811.75  (feet)  COMP
 AA3299  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 AA3299
 AA3299  VERT ORDER  -  FIRST     CLASS II
 AA3299
 AA3299.The horizontal coordinates were scaled from a topographic map and have
 AA3299.an estimated accuracy of +/- 6 seconds.
 AA3299
 AA3299.The orthometric height was determined by differential leveling
 AA3299.and adjusted in June 1995.
 AA3299
 AA3299.The geoid height was determined by GEOID03.
 AA3299
 AA3299.The dynamic height is computed by dividing the NAVD 88
 AA3299.geopotential number by the normal gravity value computed on the
 AA3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3299.degrees latitude (g = 980.6199 gals.).
 AA3299
 AA3299.The modeled gravity was interpolated from observed gravity values.
 AA3299
 AA3299;                    North         East    Units  Estimated Accuracy
 AA3299;SPC CA 5     -   574,830.    1,949,700.      MT  (+/- 180 meters Scaled)
 AA3299
 AA3299                          SUPERSEDED SURVEY CONTROL
 AA3299
 AA3299.No superseded survey control is available for this station.
 AA3299
 AA3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT575824(NAD 83)
 AA3299_MARKER: DD = SURVEY DISK
 AA3299_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3299_SP_SET: OVERPASS ABUTMENT
 AA3299_STAMPING: 101 020 1994
 AA3299_MARK LOGO: CADT  
 AA3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3299+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3299
 AA3299  HISTORY     - Date     Condition        Report By
 AA3299  HISTORY     - 1994     MONUMENTED       CADT
 AA3299  HISTORY     - 19940822 GOOD             NGS
 AA3299
 AA3299                          STATION DESCRIPTION
 AA3299
 AA3299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3299'IN TARZANA, AT THE INTERSECTION OF FREEWAY 101 AND WILBUR AVENUE, IN
 AA3299'TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AA3299'ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE, 22.0 M
 AA3299'(72.2 FT) EAST OF THE CENTER OF THE AVENUE, 5.5 M (18.0 FT)
 AA3299'WEST-NORTHWEST OF BENCH MARK 101 21.8, 2.2 M (7.2 FT) SOUTH OF AND
 AA3299'LEVEL WITH THE FREEWAY FOG LINE, AND 1.6 M (5.2 FT) WEST OF THE EAST
 AA3299'END OF THE BRIDGE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3301 ***********************************************************************
 AA3301  DESIGNATION -  101 021
 AA3301  PID         -  AA3301
 AA3301  STATE/COUNTY-  CA/LOS ANGELES
 AA3301  USGS QUAD   -  CANOGA PARK (1967)
 AA3301
 AA3301                         *CURRENT SURVEY CONTROL
 AA3301  ___________________________________________________________________
 AA3301* NAD 83(1986)-  34 10 23.     (N)    118 32 08.     (W)     SCALED    
 AA3301* NAVD 88     -       242.593  (meters)     795.91   (feet)  ADJUSTED  
 AA3301  ___________________________________________________________________
 AA3301  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AA3301  DYNAMIC HT  -         242.336 (meters)     795.06  (feet)  COMP
 AA3301  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 AA3301
 AA3301  VERT ORDER  -  FIRST     CLASS II
 AA3301
 AA3301.The horizontal coordinates were scaled from a topographic map and have
 AA3301.an estimated accuracy of +/- 6 seconds.
 AA3301
 AA3301.The orthometric height was determined by differential leveling
 AA3301.and adjusted in June 1995.
 AA3301
 AA3301.The geoid height was determined by GEOID03.
 AA3301
 AA3301.The dynamic height is computed by dividing the NAVD 88
 AA3301.geopotential number by the normal gravity value computed on the
 AA3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3301.degrees latitude (g = 980.6199 gals.).
 AA3301
 AA3301.The modeled gravity was interpolated from observed gravity values.
 AA3301
 AA3301;                    North         East    Units  Estimated Accuracy
 AA3301;SPC CA 5     -   574,790.    1,950,630.      MT  (+/- 180 meters Scaled)
 AA3301
 AA3301                          SUPERSEDED SURVEY CONTROL
 AA3301
 AA3301.No superseded survey control is available for this station.
 AA3301
 AA3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT584824(NAD 83)
 AA3301_MARKER: DD = SURVEY DISK
 AA3301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3301_SP_SET: OVERPASS ABUTMENT
 AA3301_STAMPING: 101-021 1994
 AA3301_MARK LOGO: CADT  
 AA3301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3301+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3301
 AA3301  HISTORY     - Date     Condition        Report By
 AA3301  HISTORY     - 1994     MONUMENTED       CADT
 AA3301  HISTORY     - 19940822 GOOD             NGS
 AA3301
 AA3301                          STATION DESCRIPTION
 AA3301
 AA3301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3301'IN TARZANA, AT THE INTERSECTION OF FREEWAY 101 AND RESEDA AVENUE, IN
 AA3301'TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AA3301'ABUTMENT DECK OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE, 15.7 M
 AA3301'(51.5 FT) EAST OF THE CENTER OF THE AVENUE, 12.0 M (39.4 FT) WEST OF
 AA3301'THE EAST END OF THE OVERPASS GUARDRAIL, AND 2.2 M (7.2 FT) SOUTH OF
 AA3301'AND LEVEL WITH THE FREEWAY FOG LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5381 ***********************************************************************
 EW5381  DESIGNATION -  101 1 V CO
 EW5381  PID         -  EW5381
 EW5381  STATE/COUNTY-  CA/VENTURA
 EW5381  USGS QUAD   -  MATILIJA (1988)
 EW5381
 EW5381                         *CURRENT SURVEY CONTROL
 EW5381  ___________________________________________________________________
 EW5381* NAD 83(1986)-  34 26 44.     (N)    119 15 07.     (W)     SCALED    
 EW5381* NAVD 88     -       236.515  (meters)     775.97   (feet)  READJUSTED
 EW5381  ___________________________________________________________________
 EW5381  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW5381  DYNAMIC HT  -         236.260 (meters)     775.13  (feet)  COMP
 EW5381  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 EW5381
 EW5381  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5381
 EW5381.The horizontal coordinates were scaled from a topographic map and have
 EW5381.an estimated accuracy of +/- 6 seconds.
 EW5381
 EW5381.The orthometric height was determined by differential leveling
 EW5381.and adjusted in February 1993.
 EW5381.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5381.distribution rate of 0.0 thru 1.0 mm/km.
 EW5381.The height was derived from older observations constrained to new
 EW5381.heights in a crustal motion area.  The height is approximate in
 EW5381.relation to other heights in its vicinity.
 EW5381
 EW5381.The geoid height was determined by GEOID03.
 EW5381
 EW5381.The dynamic height is computed by dividing the NAVD 88
 EW5381.geopotential number by the normal gravity value computed on the
 EW5381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5381.degrees latitude (g = 980.6199 gals.).
 EW5381
 EW5381.The modeled gravity was interpolated from observed gravity values.
 EW5381
 EW5381;                    North         East    Units  Estimated Accuracy
 EW5381;SPC CA 5     -   605,600.    1,884,960.      MT  (+/- 180 meters Scaled)
 EW5381
 EW5381                          SUPERSEDED SURVEY CONTROL
 EW5381
 EW5381  NGVD 29 (??/??/92)  235.745  (m)          773.44   (f) ADJ UNCH    1 1
 EW5381
 EW5381.Superseded values are not recommended for survey control.
 EW5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5381.See file dsdata.txt to determine how the superseded data were derived.
 EW5381
 EW5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU931138(NAD 83)
 EW5381_MARKER: DD = SURVEY DISK
 EW5381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5381_SP_SET: SIDEWALK
 EW5381_STAMPING: 1969 101-1
 EW5381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5381
 EW5381  HISTORY     - Date     Condition        Report By
 EW5381  HISTORY     - 1969     MONUMENTED       CA-111
 EW5381  HISTORY     - 1977     GOOD             NGS
 EW5381
 EW5381                          STATION DESCRIPTION
 EW5381
 EW5381'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5381'0.6 MI NE FROM OJAI.
 EW5381'0.6 OF A MILE NORTHEASTERLY ALONG HIGHWAY 150 FROM THE INTERSECTION
 EW5381'WITH HIGHWAY 33, A BRONZE DISK SET IN CONCRETE AT THE NORTHEAST
 EW5381'CORNER OF BRISTOL ROAD, 6 INCHES NORTHERLY OF EXISTING SIDEWALK.
 EW5381
 EW5381                          STATION RECOVERY (1977)
 EW5381
 EW5381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5381'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5381'OJAI, AT THE NORTHEAST CORNER OF THE JUNCTION OF BRISTOL ROAD, AT
 EW5381'THE SOUTHEAST CORNER OF THE SAINT ANDREWS EPISCOPAL CHURCH YARD, 40
 EW5381'FT EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FT NORTH OF THE CENTER
 EW5381'LINE OF THE ROAD, 14 FT. WEST OF A FIRE HYDRANT, 0.5 FT. NORTH OF A
 EW5381'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5333 ***********************************************************************
 EW5333  DESIGNATION -  101 10 V CO
 EW5333  PID         -  EW5333
 EW5333  STATE/COUNTY-  CA/VENTURA
 EW5333  USGS QUAD   -  OJAI (1988)
 EW5333
 EW5333                         *CURRENT SURVEY CONTROL
 EW5333  ___________________________________________________________________
 EW5333* NAD 83(1986)-  34 26 23.     (N)    119 12 07.     (W)     SCALED    
 EW5333* NAVD 88     -       371.783  (meters)    1219.76   (feet)  READJUSTED
 EW5333  ___________________________________________________________________
 EW5333  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EW5333  DYNAMIC HT  -         371.380 (meters)    1218.44  (feet)  COMP
 EW5333  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 EW5333
 EW5333  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5333
 EW5333.The horizontal coordinates were scaled from a topographic map and have
 EW5333.an estimated accuracy of +/- 6 seconds.
 EW5333
 EW5333.The orthometric height was determined by differential leveling
 EW5333.and adjusted in February 1993.
 EW5333.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5333.distribution rate of 0.0 thru 1.0 mm/km.
 EW5333.The height was derived from older observations constrained to new
 EW5333.heights in a crustal motion area.  The height is approximate in
 EW5333.relation to other heights in its vicinity.
 EW5333
 EW5333.The geoid height was determined by GEOID03.
 EW5333
 EW5333.The dynamic height is computed by dividing the NAVD 88
 EW5333.geopotential number by the normal gravity value computed on the
 EW5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5333.degrees latitude (g = 980.6199 gals.).
 EW5333
 EW5333.The modeled gravity was interpolated from observed gravity values.
 EW5333
 EW5333;                    North         East    Units  Estimated Accuracy
 EW5333;SPC CA 5     -   604,900.    1,889,540.      MT  (+/- 180 meters Scaled)
 EW5333
 EW5333                          SUPERSEDED SURVEY CONTROL
 EW5333
 EW5333  NGVD 29 (??/??/92)  371.007  (m)         1217.21   (f) ADJ UNCH    1 1
 EW5333
 EW5333.Superseded values are not recommended for survey control.
 EW5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5333.See file dsdata.txt to determine how the superseded data were derived.
 EW5333
 EW5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU976131(NAD 83)
 EW5333_MARKER: DD = SURVEY DISK
 EW5333_SETTING: 0 = UNSPECIFIED SETTING
 EW5333_STAMPING: 101-10 1969
 EW5333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5333
 EW5333  HISTORY     - Date     Condition        Report By
 EW5333  HISTORY     - 1969     MONUMENTED       CA-111
 EW5333  HISTORY     - 1977     GOOD             NGS
 EW5333
 EW5333                          STATION DESCRIPTION
 EW5333
 EW5333'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5333'AT OJAI.
 EW5333'A BRASS DISK SET IN CONCRETE 4.85 MI EASTERLY ALONG HWY 150
 EW5333'FROM THE INTERSECTION WITH HWY 33 GOING TO SANTA PAULA, 130
 EW5333'FT WESTERLY OF OJAI VALLEY OBSERVATION BENCH AND 27 FT SOUTHERLY
 EW5333'OF HWY DIVIDING LANE.
 EW5333
 EW5333                          STATION RECOVERY (1977)
 EW5333
 EW5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5334 ***********************************************************************
 EW5334  DESIGNATION -  101 11 V CO
 EW5334  PID         -  EW5334
 EW5334  STATE/COUNTY-  CA/VENTURA
 EW5334  USGS QUAD   -  OJAI (1988)
 EW5334
 EW5334                         *CURRENT SURVEY CONTROL
 EW5334  ___________________________________________________________________
 EW5334* NAD 83(1986)-  34 26 04.     (N)    119 12 06.     (W)     SCALED    
 EW5334* NAVD 88     -       380.169  (meters)    1247.27   (feet)  READJUSTED
 EW5334  ___________________________________________________________________
 EW5334  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 EW5334  DYNAMIC HT  -         379.750 (meters)    1245.90  (feet)  COMP
 EW5334  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 EW5334  OBS GRAVITY -     979,533.4   (mgal)                       GRAV_OBS
 EW5334
 EW5334  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5334
 EW5334.The horizontal coordinates were scaled from a topographic map and have
 EW5334.an estimated accuracy of +/- 6 seconds.
 EW5334
 EW5334.The orthometric height was determined by differential leveling
 EW5334.and adjusted in February 1993.
 EW5334.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5334.distribution rate of 0.0 thru 1.0 mm/km.
 EW5334.The height was derived from older observations constrained to new
 EW5334.heights in a crustal motion area.  The height is approximate in
 EW5334.relation to other heights in its vicinity.
 EW5334
 EW5334.The geoid height was determined by GEOID03.
 EW5334
 EW5334.The dynamic height is computed by dividing the NAVD 88
 EW5334.geopotential number by the normal gravity value computed on the
 EW5334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5334.degrees latitude (g = 980.6199 gals.).
 EW5334
 EW5334.The modeled gravity was interpolated from observed gravity values.
 EW5334.The observed gravity was obtained from relative gravimeter ties
 EW5334.to the IGSN71 gravity network.
 EW5334
 EW5334;                    North         East    Units  Estimated Accuracy
 EW5334;SPC CA 5     -   604,310.    1,889,560.      MT  (+/- 180 meters Scaled)
 EW5334
 EW5334                          SUPERSEDED SURVEY CONTROL
 EW5334
 EW5334  NGVD 29 (??/??/92)  379.388  (m)         1244.71   (f) ADJ UNCH    1 1
 EW5334
 EW5334.Superseded values are not recommended for survey control.
 EW5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5334.See file dsdata.txt to determine how the superseded data were derived.
 EW5334
 EW5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU977125(NAD 83)
 EW5334_MARKER: DD = SURVEY DISK
 EW5334_SETTING: 0 = UNSPECIFIED SETTING
 EW5334_STAMPING: 101-11 1969
 EW5334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5334
 EW5334  HISTORY     - Date     Condition        Report By
 EW5334  HISTORY     - 1969     MONUMENTED       CA-111
 EW5334  HISTORY     - 1977     GOOD             NGS
 EW5334
 EW5334                          STATION DESCRIPTION
 EW5334
 EW5334'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5334'AT OJAI.
 EW5334'A BRASS DISK SET IN CONCRETE 5.25 MI E ALONG HWY 150 FROM THE
 EW5334'INTERSECTION WITH HWY 33, SET NEAR THE SOUTHERLY END OF DENNISON
 EW5334'PARK, AT THE SW CORNER OF INTERSECTION OF HWY 150 AND
 EW5334'DENNISON RD (ENTRANCE TO DENNISON PARK).
 EW5334
 EW5334                          STATION RECOVERY (1977)
 EW5334
 EW5334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5334'ADD-63 FT. SOUTHWEST OF HIGHWAY 150 AND 25 FT. SOUTHEAST OF A DIRT
 EW5334'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0356 ***********************************************************************
 EW0356  DESIGNATION -  101 118 LA CO
 EW0356  PID         -  EW0356
 EW0356  STATE/COUNTY-  CA/LOS ANGELES
 EW0356  USGS QUAD   -  PALMDALE (1974)
 EW0356
 EW0356                         *CURRENT SURVEY CONTROL
 EW0356  ___________________________________________________________________
 EW0356* NAD 83(1986)-  34 37 12.     (N)    118 07 31.     (W)     SCALED    
 EW0356* NAVD 88     -       790.18   (+/-2cm)    2592.4    (feet)  VERTCON   
 EW0356  ___________________________________________________________________
 EW0356  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0356  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0356
 EW0356.The horizontal coordinates were scaled from a topographic map and have
 EW0356.an estimated accuracy of +/- 6 seconds.
 EW0356
 EW0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0356.The vertical order pertains to the NGVD 29 superseded value.
 EW0356
 EW0356.The geoid height was determined by GEOID03.
 EW0356
 EW0356;                    North         East    Units  Estimated Accuracy
 EW0356;SPC CA 5     -   624,240.    1,988,510.      MT  (+/- 180 meters Scaled)
 EW0356
 EW0356                          SUPERSEDED SURVEY CONTROL
 EW0356
 EW0356  NGVD 29 (??/??/92)  789.324  (m)         2589.64   (f) ADJ UNCH    1 1
 EW0356
 EW0356.Superseded values are not recommended for survey control.
 EW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0356.See file dsdata.txt to determine how the superseded data were derived.
 EW0356
 EW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU968314(NAD 83)
 EW0356_MARKER: DB = BENCH MARK DISK
 EW0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0356_STAMPING: BM 101-118 1957 5869
 EW0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0356+STABILITY: SURFACE MOTION
 EW0356
 EW0356  HISTORY     - Date     Condition        Report By
 EW0356  HISTORY     - 1957     MONUMENTED       CA-037
 EW0356  HISTORY     - 1971     GOOD             NGS
 EW0356
 EW0356                          STATION DESCRIPTION
 EW0356
 EW0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0356'2.8 MI N FROM PALMDALE.
 EW0356'2.75 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0356'FROM THE STATION AT PALMDALE, 3 POLES NORTH AND ACROSS THE
 EW0356'TRACK FROM MILEPOLE 411, AT THE SOUTH END OF DENIS SIDING, 95.6
 EW0356'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 109.3 FEET
 EW0356'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 EW0356'SEMAPHORE 4109, 156 1/2 FEET NORTHEAST AND ACROSS THE TRACK
 EW0356'FROM THE THIRD POLE NORTH OF THE MILEPOLE, 2.4 FEET WEST OF A
 EW0356'T JUNCTION FENCE POST, 38 FEET SOUTH OF TELEPHONE POLE 1033,
 EW0356'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 EW0356'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 11,
 EW0356'T6N, R 12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5335 ***********************************************************************
 EW5335  DESIGNATION -  101 12 V CO
 EW5335  PID         -  EW5335
 EW5335  STATE/COUNTY-  CA/VENTURA
 EW5335  USGS QUAD   -  OJAI (1988)
 EW5335
 EW5335                         *CURRENT SURVEY CONTROL
 EW5335  ___________________________________________________________________
 EW5335* NAD 83(1986)-  34 26 02.     (N)    119 11 41.     (W)     SCALED    
 EW5335* NAVD 88     -       380.268  (meters)    1247.60   (feet)  READJUSTED
 EW5335  ___________________________________________________________________
 EW5335  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EW5335  DYNAMIC HT  -         379.850 (meters)    1246.22  (feet)  COMP
 EW5335  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 EW5335
 EW5335  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5335
 EW5335.The horizontal coordinates were scaled from a topographic map and have
 EW5335.an estimated accuracy of +/- 6 seconds.
 EW5335
 EW5335.The orthometric height was determined by differential leveling
 EW5335.and adjusted in February 1993.
 EW5335.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5335.distribution rate of 0.0 thru 1.0 mm/km.
 EW5335.The height was derived from older observations constrained to new
 EW5335.heights in a crustal motion area.  The height is approximate in
 EW5335.relation to other heights in its vicinity.
 EW5335
 EW5335.The geoid height was determined by GEOID03.
 EW5335
 EW5335.The dynamic height is computed by dividing the NAVD 88
 EW5335.geopotential number by the normal gravity value computed on the
 EW5335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5335.degrees latitude (g = 980.6199 gals.).
 EW5335
 EW5335.The modeled gravity was interpolated from observed gravity values.
 EW5335
 EW5335;                    North         East    Units  Estimated Accuracy
 EW5335;SPC CA 5     -   604,240.    1,890,200.      MT  (+/- 180 meters Scaled)
 EW5335
 EW5335                          SUPERSEDED SURVEY CONTROL
 EW5335
 EW5335  NGVD 29 (??/??/92)  379.488  (m)         1245.04   (f) ADJ UNCH    1 1
 EW5335
 EW5335.Superseded values are not recommended for survey control.
 EW5335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5335.See file dsdata.txt to determine how the superseded data were derived.
 EW5335
 EW5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU983124(NAD 83)
 EW5335_MARKER: DD = SURVEY DISK
 EW5335_SETTING: 0 = UNSPECIFIED SETTING
 EW5335_STAMPING: 101-12 1969
 EW5335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5335
 EW5335  HISTORY     - Date     Condition        Report By
 EW5335  HISTORY     - 1969     MONUMENTED       CA-111
 EW5335  HISTORY     - 1977     GOOD             NGS
 EW5335
 EW5335                          STATION DESCRIPTION
 EW5335
 EW5335'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5335'AT OJAI.
 EW5335'5.7 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET
 EW5335'BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED
 EW5335'APPROXIMATELY 0.5 MI S AND EASTERLY OF THE SOUTHERLY ENTRANCE
 EW5335'TO DENNISON PARK (0.5 MI S AND E OF BM 101-11), ON THE N SIDE
 EW5335'OF HWY 150 AND E OF THE CENTER LINE OF AN OIL MIX FARM ROAD, 27
 EW5335'FT NORTHERLY OF WHITE STRIPE HWY 150, 16 FT EASTERLY CENTER LINE
 EW5335'DRIVEWAY TO HOUSE NO. 7887 SANTA PAULA-OJAI RD.
 EW5335
 EW5335                          STATION RECOVERY (1977)
 EW5335
 EW5335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0520 ***********************************************************************
 EW0520  DESIGNATION -  101 126 LA CO
 EW0520  PID         -  EW0520
 EW0520  STATE/COUNTY-  CA/LOS ANGELES
 EW0520  USGS QUAD   -  LANCASTER WEST (1974)
 EW0520
 EW0520                         *CURRENT SURVEY CONTROL
 EW0520  ___________________________________________________________________
 EW0520* NAD 83(1986)-  34 40 30.     (N)    118 07 58.     (W)     SCALED    
 EW0520* NAVD 88     -       739.346  (meters)    2425.67   (feet)  ADJUSTED  
 EW0520  ___________________________________________________________________
 EW0520  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 EW0520  DYNAMIC HT  -         738.491 (meters)    2422.87  (feet)  COMP
 EW0520  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 EW0520
 EW0520  VERT ORDER  -  FIRST     CLASS I
 EW0520
 EW0520.The horizontal coordinates were scaled from a topographic map and have
 EW0520.an estimated accuracy of +/- 6 seconds.
 EW0520
 EW0520.The orthometric height was determined by differential leveling
 EW0520.and adjusted in June 1991.
 EW0520
 EW0520.The geoid height was determined by GEOID03.
 EW0520
 EW0520.The dynamic height is computed by dividing the NAVD 88
 EW0520.geopotential number by the normal gravity value computed on the
 EW0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0520.degrees latitude (g = 980.6199 gals.).
 EW0520
 EW0520.The modeled gravity was interpolated from observed gravity values.
 EW0520
 EW0520;                    North         East    Units  Estimated Accuracy
 EW0520;SPC CA 5     -   630,340.    1,987,830.      MT  (+/- 180 meters Scaled)
 EW0520
 EW0520                          SUPERSEDED SURVEY CONTROL
 EW0520
 EW0520  NGVD 29 (??/??/92)  738.491  (m)         2422.87   (f) ADJ UNCH    1 1
 EW0520
 EW0520.Superseded values are not recommended for survey control.
 EW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0520.See file dsdata.txt to determine how the superseded data were derived.
 EW0520
 EW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU962375(NAD 83)
 EW0520_MARKER: DB = BENCH MARK DISK
 EW0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0520_STAMPING: BM 101=126 1957 5869
 EW0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0520+STABILITY: SURFACE MOTION
 EW0520
 EW0520  HISTORY     - Date     Condition        Report By
 EW0520  HISTORY     - 1957     MONUMENTED       CA-037
 EW0520  HISTORY     - 1971     GOOD             NGS
 EW0520  HISTORY     - 1977     GOOD             NGS
 EW0520
 EW0520                          STATION DESCRIPTION
 EW0520
 EW0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0520'1.7 MI S FROM LANCASTER.
 EW0520'1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0520'FROM THE STATION AT LANCASTER, 5 POLES SOUTH OF MILEPOLE 407,
 EW0520'1 POLE SOUTH OF THE CROSSING OF AVENUE K, 40.6 FEET WEST OF
 EW0520'THE WEST RAIL, 33 FEET EAST OF THE EAST EDGE OF THE ASPHALT
 EW0520'SURFACE OF SIERRA HIGHWAY, 149.0 FEET SOUTH OF THE SOUTH CURB
 EW0520'OF AVENUE K, 5 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET SOUTH
 EW0520'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN
 EW0520'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 27,
 EW0520'T7N, R12W
 EW0520
 EW0520                          STATION RECOVERY (1977)
 EW0520
 EW0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0520'1.7 MILES SOUTH ALONG THE SIERRA HIGHWAY FROM THE RAILROAD STATION AT
 EW0520'LANCASTER, AT THE CROSSING OF AVENUE K, 45 FT. EAST CENTER LINE OF THE
 EW0520'NORTHBOUND LANES, 41.6 FT. WEST OF WEST RAIL, 4.5 FT. NORTH OF A
 EW0520'TELEPHONE POLE, A STEEL BALL ON TOP OF A LOS ANGELES COUNTY BENCH MARK
 EW0520'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0523 ***********************************************************************
 EW0523  DESIGNATION -  101 128 LA CO
 EW0523  PID         -  EW0523
 EW0523  STATE/COUNTY-  CA/LOS ANGELES
 EW0523  USGS QUAD   -  LANCASTER WEST (1974)
 EW0523
 EW0523                         *CURRENT SURVEY CONTROL
 EW0523  ___________________________________________________________________
 EW0523* NAD 83(1986)-  34 41 21.     (N)    118 08 06.     (W)     SCALED    
 EW0523* NAVD 88     -       725.743  (meters)    2381.04   (feet)  ADJUSTED  
 EW0523  ___________________________________________________________________
 EW0523  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EW0523  DYNAMIC HT  -         724.905 (meters)    2378.29  (feet)  COMP
 EW0523  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 EW0523
 EW0523  VERT ORDER  -  FIRST     CLASS I
 EW0523
 EW0523.The horizontal coordinates were scaled from a topographic map and have
 EW0523.an estimated accuracy of +/- 6 seconds.
 EW0523
 EW0523.The orthometric height was determined by differential leveling
 EW0523.and adjusted in June 1991.
 EW0523
 EW0523.The geoid height was determined by GEOID03.
 EW0523
 EW0523.The dynamic height is computed by dividing the NAVD 88
 EW0523.geopotential number by the normal gravity value computed on the
 EW0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0523.degrees latitude (g = 980.6199 gals.).
 EW0523
 EW0523.The modeled gravity was interpolated from observed gravity values.
 EW0523
 EW0523;                    North         East    Units  Estimated Accuracy
 EW0523;SPC CA 5     -   631,920.    1,987,630.      MT  (+/- 180 meters Scaled)
 EW0523
 EW0523                          SUPERSEDED SURVEY CONTROL
 EW0523
 EW0523  NGVD 29 (??/??/92)  724.890  (m)         2378.24   (f) ADJ UNCH    1 1
 EW0523
 EW0523.Superseded values are not recommended for survey control.
 EW0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0523.See file dsdata.txt to determine how the superseded data were derived.
 EW0523
 EW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU960391(NAD 83)
 EW0523_MARKER: DD = SURVEY DISK
 EW0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0523_STAMPING: 101-128 1957 RE 5869
 EW0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0523+STABILITY: SURFACE MOTION
 EW0523
 EW0523  HISTORY     - Date     Condition        Report By
 EW0523  HISTORY     - 1957     MONUMENTED       CA-037
 EW0523  HISTORY     - 1961     GOOD             NGS
 EW0523  HISTORY     - 1971     GOOD             NGS
 EW0523  HISTORY     - 1977     GOOD             NGS
 EW0523
 EW0523                          STATION DESCRIPTION
 EW0523
 EW0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0523'0.6 MI S FROM LANCASTER.
 EW0523'0.65 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW0523'THE STATION AT LANCASTER, AT THE CROSSING OF AVENUE J, 39.4 FEET
 EW0523'SOUTHWEST OF THE SOUTHWEST RAIL, 48 1/2 FEET SOUTHEAST OF THE
 EW0523'CENTER LINE OF AVENUE J, 78.9 FEET NORTHEAST OF THE NORTH CORNER
 EW0523'OF A SIGNAL SERVICE STATION, 4.0 FEET SOUTHEAST OF A TELEPHONE
 EW0523'POLE, 1.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW0523'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EW0523
 EW0523                          STATION RECOVERY (1971)
 EW0523
 EW0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0523'RECOVERED IN GOOD CONDITION.
 EW0523
 EW0523                          STATION RECOVERY (1977)
 EW0523
 EW0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5336 ***********************************************************************
 EW5336  DESIGNATION -  101 13 V CO
 EW5336  PID         -  EW5336
 EW5336  STATE/COUNTY-  CA/VENTURA
 EW5336  USGS QUAD   -  OJAI (1988)
 EW5336
 EW5336                         *CURRENT SURVEY CONTROL
 EW5336  ___________________________________________________________________
 EW5336* NAD 83(1986)-  34 26 05.     (N)    119 11 14.     (W)     SCALED    
 EW5336* NAVD 88     -       386.979  (meters)    1269.61   (feet)  READJUSTED
 EW5336  ___________________________________________________________________
 EW5336  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW5336  DYNAMIC HT  -         386.550 (meters)    1268.21  (feet)  COMP
 EW5336  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 EW5336
 EW5336  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5336
 EW5336.The horizontal coordinates were scaled from a topographic map and have
 EW5336.an estimated accuracy of +/- 6 seconds.
 EW5336
 EW5336.The orthometric height was determined by differential leveling
 EW5336.and adjusted in February 1993.
 EW5336.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5336.distribution rate of 0.0 thru 1.0 mm/km.
 EW5336.The height was derived from older observations constrained to new
 EW5336.heights in a crustal motion area.  The height is approximate in
 EW5336.relation to other heights in its vicinity.
 EW5336
 EW5336.The geoid height was determined by GEOID03.
 EW5336
 EW5336.The dynamic height is computed by dividing the NAVD 88
 EW5336.geopotential number by the normal gravity value computed on the
 EW5336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5336.degrees latitude (g = 980.6199 gals.).
 EW5336
 EW5336.The modeled gravity was interpolated from observed gravity values.
 EW5336
 EW5336;                    North         East    Units  Estimated Accuracy
 EW5336;SPC CA 5     -   604,330.    1,890,890.      MT  (+/- 180 meters Scaled)
 EW5336
 EW5336                          SUPERSEDED SURVEY CONTROL
 EW5336
 EW5336  NGVD 29 (??/??/92)  386.196  (m)         1267.04   (f) ADJ UNCH    1 1
 EW5336
 EW5336.Superseded values are not recommended for survey control.
 EW5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5336.See file dsdata.txt to determine how the superseded data were derived.
 EW5336
 EW5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU990125(NAD 83)
 EW5336_MARKER: DD = SURVEY DISK
 EW5336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5336_SP_SET: BRIDGE
 EW5336_STAMPING: 101-13 1969
 EW5336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5336
 EW5336  HISTORY     - Date     Condition        Report By
 EW5336  HISTORY     - 1969     MONUMENTED       CA-111
 EW5336  HISTORY     - 1977     GOOD             NGS
 EW5336
 EW5336                          STATION DESCRIPTION
 EW5336
 EW5336'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5336'AT OJAI.
 EW5336'6.15 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS
 EW5336'DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY
 EW5336'1.0 MI S AND E OF THE SOUTHERLY ENTRANCE TO DENNISON PARK (1.0
 EW5336'MI S AND E OF BM 101-11), 97 FT N OF THE WHITE STRIPE OF
 EW5336'HWY 150 (SANTA PAULA-OJAI RD), 2 FT E OF THE SW WINGWALL TO
 EW5336'A CONCRETE BRIDGE OVER LION CREEK (PRIVATE).
 EW5336
 EW5336                          STATION RECOVERY (1977)
 EW5336
 EW5336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3319 ***********************************************************************
 AA3319  DESIGNATION -  101 13.0
 AA3319  PID         -  AA3319
 AA3319  STATE/COUNTY-  CA/LOS ANGELES
 AA3319  USGS QUAD   -  VAN NUYS (1972)
 AA3319
 AA3319                         *CURRENT SURVEY CONTROL
 AA3319  ___________________________________________________________________
 AA3319* NAD 83(1986)-  34 09 15.     (N)    118 23 54.     (W)     SCALED    
 AA3319* NAVD 88     -       198.414  (meters)     650.96   (feet)  ADJUSTED  
 AA3319  ___________________________________________________________________
 AA3319  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA3319  DYNAMIC HT  -         198.203 (meters)     650.27  (feet)  COMP
 AA3319  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 AA3319
 AA3319  VERT ORDER  -  FIRST     CLASS II
 AA3319
 AA3319.The horizontal coordinates were scaled from a topographic map and have
 AA3319.an estimated accuracy of +/- 6 seconds.
 AA3319
 AA3319.The orthometric height was determined by differential leveling
 AA3319.and adjusted in June 1995.
 AA3319
 AA3319.The geoid height was determined by GEOID03.
 AA3319
 AA3319.The dynamic height is computed by dividing the NAVD 88
 AA3319.geopotential number by the normal gravity value computed on the
 AA3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3319.degrees latitude (g = 980.6199 gals.).
 AA3319
 AA3319.The modeled gravity was interpolated from observed gravity values.
 AA3319
 AA3319;                    North         East    Units  Estimated Accuracy
 AA3319;SPC CA 5     -   572,640.    1,963,270.      MT  (+/- 180 meters Scaled)
 AA3319
 AA3319                          SUPERSEDED SURVEY CONTROL
 AA3319
 AA3319.No superseded survey control is available for this station.
 AA3319
 AA3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT710801(NAD 83)
 AA3319_MARKER: DD = SURVEY DISK
 AA3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3319_STAMPING: LA 101 13.0 1992 LS 5679
 AA3319_MARK LOGO: CADT  
 AA3319_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3319+STABILITY: SURFACE MOTION
 AA3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3319+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3319
 AA3319  HISTORY     - Date     Condition        Report By
 AA3319  HISTORY     - 1992     MONUMENTED       CADT
 AA3319  HISTORY     - 19940822 GOOD             NGS
 AA3319
 AA3319                          STATION DESCRIPTION
 AA3319
 AA3319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3319'IN NORTH HOLLYWOOD, AT THE INTERSECTION OF FREEWAY 101 AND LAUREL
 AA3319'CANYON BOULEVARD, 146.5 M (480.6 FT) WEST OF THE CENTER OF THE
 AA3319'BOULEVARD, 62.4 M (204.7 FT) WEST OF CALL BOX NUMBER 101 129, 3.1 M
 AA3319'(10.2 FT) SOUTHWEST OF AND LEVEL WITH THE SOUTHBOUND FREEWAY FOG LINE,
 AA3319'1.3 M (4.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AA3319'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3317 ***********************************************************************
 AA3317  DESIGNATION -  101 13.9
 AA3317  PID         -  AA3317
 AA3317  STATE/COUNTY-  CA/LOS ANGELES
 AA3317  USGS QUAD   -  VAN NUYS (1972)
 AA3317
 AA3317                         *CURRENT SURVEY CONTROL
 AA3317  ___________________________________________________________________
 AA3317* NAD 83(1986)-  34 09 19.     (N)    118 24 48.     (W)     SCALED    
 AA3317* NAVD 88     -       201.342  (meters)     660.57   (feet)  ADJUSTED  
 AA3317  ___________________________________________________________________
 AA3317  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AA3317  DYNAMIC HT  -         201.128 (meters)     659.87  (feet)  COMP
 AA3317  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 AA3317
 AA3317  VERT ORDER  -  FIRST     CLASS II
 AA3317
 AA3317.The horizontal coordinates were scaled from a topographic map and have
 AA3317.an estimated accuracy of +/- 6 seconds.
 AA3317
 AA3317.The orthometric height was determined by differential leveling
 AA3317.and adjusted in June 1995.
 AA3317
 AA3317.The geoid height was determined by GEOID03.
 AA3317
 AA3317.The dynamic height is computed by dividing the NAVD 88
 AA3317.geopotential number by the normal gravity value computed on the
 AA3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3317.degrees latitude (g = 980.6199 gals.).
 AA3317
 AA3317.The modeled gravity was interpolated from observed gravity values.
 AA3317
 AA3317;                    North         East    Units  Estimated Accuracy
 AA3317;SPC CA 5     -   572,770.    1,961,890.      MT  (+/- 180 meters Scaled)
 AA3317
 AA3317                          SUPERSEDED SURVEY CONTROL
 AA3317
 AA3317.No superseded survey control is available for this station.
 AA3317
 AA3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT697802(NAD 83)
 AA3317_MARKER: DD = SURVEY DISK
 AA3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3317_STAMPING: LA 101 13.9 1992 LS 5679
 AA3317_MARK LOGO: CADT  
 AA3317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3317+STABILITY: SURFACE MOTION
 AA3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3317+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3317
 AA3317  HISTORY     - Date     Condition        Report By
 AA3317  HISTORY     - 1992     MONUMENTED       CADT
 AA3317  HISTORY     - 19940822 GOOD             NGS
 AA3317
 AA3317                          STATION DESCRIPTION
 AA3317
 AA3317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3317'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 101 AND COLD WATER
 AA3317'CANYON AVENUE, 126.3 M (414.4 FT) EAST OF THE CENTER OF THE AVENUE,
 AA3317'30.8 M (101.0 FT) WEST OF CALL BOX NUMBER 101 139, 8.5 M (27.9 FT)
 AA3317'NORTH OF THE CENTER OF A SOUTHBOUND FREEWAY ON-RAMP, 3.9 M (12.8 FT)
 AA3317'SOUTH OF THE FREEWAY FOG LINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AA3317'FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AA3317'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0530 ***********************************************************************
 EW0530  DESIGNATION -  101 132 LA CO
 EW0530  PID         -  EW0530
 EW0530  STATE/COUNTY-  CA/LOS ANGELES
 EW0530  USGS QUAD   -  LANCASTER WEST (1974)
 EW0530
 EW0530                         *CURRENT SURVEY CONTROL
 EW0530  ___________________________________________________________________
 EW0530* NAD 83(1986)-  34 42 15.     (N)    118 08 13.     (W)     SCALED    
 EW0530* NAVD 88     -       713.091  (meters)    2339.53   (feet)  ADJUSTED  
 EW0530  ___________________________________________________________________
 EW0530  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW0530  DYNAMIC HT  -         712.269 (meters)    2336.84  (feet)  COMP
 EW0530  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 EW0530  OBS GRAVITY -     979,456.2   (mgal)                       GRAV_OBS
 EW0530
 EW0530  VERT ORDER  -  FIRST     CLASS I
 EW0530
 EW0530.The horizontal coordinates were scaled from a topographic map and have
 EW0530.an estimated accuracy of +/- 6 seconds.
 EW0530
 EW0530.The orthometric height was determined by differential leveling
 EW0530.and adjusted in June 1991.
 EW0530
 EW0530.The geoid height was determined by GEOID03.
 EW0530
 EW0530.The dynamic height is computed by dividing the NAVD 88
 EW0530.geopotential number by the normal gravity value computed on the
 EW0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0530.degrees latitude (g = 980.6199 gals.).
 EW0530
 EW0530.The modeled gravity was interpolated from observed gravity values.
 EW0530.The observed gravity was obtained from relative gravimeter ties
 EW0530.to the IGSN71 gravity network.
 EW0530
 EW0530;                    North         East    Units  Estimated Accuracy
 EW0530;SPC CA 5     -   633,580.    1,987,460.      MT  (+/- 180 meters Scaled)
 EW0530
 EW0530                          SUPERSEDED SURVEY CONTROL
 EW0530
 EW0530  NGVD 29 (??/??/92)  712.240  (m)         2336.74   (f) ADJ UNCH    1 1
 EW0530
 EW0530.Superseded values are not recommended for survey control.
 EW0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0530.See file dsdata.txt to determine how the superseded data were derived.
 EW0530
 EW0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU958408(NAD 83)
 EW0530_MARKER: DD = SURVEY DISK
 EW0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0530_STAMPING: 101-132 1957 RE 5869
 EW0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0530+STABILITY: SURFACE MOTION
 EW0530
 EW0530  HISTORY     - Date     Condition        Report By
 EW0530  HISTORY     - 1957     MONUMENTED       CA-037
 EW0530  HISTORY     - 1961     GOOD             NGS
 EW0530  HISTORY     - 1971     GOOD             NGS
 EW0530  HISTORY     - 1977     GOOD             NGS
 EW0530
 EW0530                          STATION DESCRIPTION
 EW0530
 EW0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0530'AT LANCASTER.
 EW0530'AT LANCASTER, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT
 EW0530'THE CROSSING OF AVENUE I, 44 FEET NORTH OF THE CENTER LINE OF THE
 EW0530'WEST BOUND LANES OF THE AVENUE, 43 FEET WEST OF THE WEST RAIL OF
 EW0530'THE MAIN TRACK, 16.3 FEET SOUTHWEST OF THE NORTH ONE OF 2 SIGNAL
 EW0530'SWITCH BOXES, 4 1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT 1 1/2
 EW0530'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 EW0530
 EW0530                          STATION RECOVERY (1971)
 EW0530
 EW0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0530'RECOVERED IN GOOD CONDITION.
 EW0530
 EW0530                          STATION RECOVERY (1977)
 EW0530
 EW0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0535 ***********************************************************************
 EW0535  DESIGNATION -  101 135 LA CO
 EW0535  PID         -  EW0535
 EW0535  STATE/COUNTY-  CA/LOS ANGELES
 EW0535  USGS QUAD   -  LANCASTER WEST (1974)
 EW0535
 EW0535                         *CURRENT SURVEY CONTROL
 EW0535  ___________________________________________________________________
 EW0535* NAD 83(1986)-  34 43 11.     (N)    118 08 23.     (W)     SCALED    
 EW0535* NAVD 88     -       709.311  (meters)    2327.13   (feet)  ADJUSTED  
 EW0535  ___________________________________________________________________
 EW0535  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW0535  DYNAMIC HT  -         708.495 (meters)    2324.45  (feet)  COMP
 EW0535  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 EW0535
 EW0535  VERT ORDER  -  FIRST     CLASS I
 EW0535
 EW0535.The horizontal coordinates were scaled from a topographic map and have
 EW0535.an estimated accuracy of +/- 6 seconds.
 EW0535
 EW0535.The orthometric height was determined by differential leveling
 EW0535.and adjusted in June 1991.
 EW0535
 EW0535.The geoid height was determined by GEOID03.
 EW0535
 EW0535.The dynamic height is computed by dividing the NAVD 88
 EW0535.geopotential number by the normal gravity value computed on the
 EW0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0535.degrees latitude (g = 980.6199 gals.).
 EW0535
 EW0535.The modeled gravity was interpolated from observed gravity values.
 EW0535
 EW0535;                    North         East    Units  Estimated Accuracy
 EW0535;SPC CA 5     -   635,310.    1,987,200.      MT  (+/- 180 meters Scaled)
 EW0535
 EW0535                          SUPERSEDED SURVEY CONTROL
 EW0535
 EW0535  NGVD 29 (??/??/92)  708.462  (m)         2324.35   (f) ADJ UNCH    1 1
 EW0535
 EW0535.Superseded values are not recommended for survey control.
 EW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0535.See file dsdata.txt to determine how the superseded data were derived.
 EW0535
 EW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU956425(NAD 83)
 EW0535_MARKER: DD = SURVEY DISK
 EW0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0535_STAMPING: BM 101-135 1957 RE 5869
 EW0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0535+STABILITY: SURFACE MOTION
 EW0535
 EW0535  HISTORY     - Date     Condition        Report By
 EW0535  HISTORY     - 1957     MONUMENTED       CA-037
 EW0535  HISTORY     - 1961     GOOD             NGS
 EW0535  HISTORY     - 1971     GOOD             NGS
 EW0535  HISTORY     - 1977     GOOD             NGS
 EW0535
 EW0535                          STATION DESCRIPTION
 EW0535
 EW0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0535'1.5 MI N FROM LANCASTER.
 EW0535'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW0535'THE STATION AT LANCASTER, 164.2 FEET NORTHEAST OF A LANCASTER CITY
 EW0535'LIMIT SIGN, 40.4 FEET WEST OF THE WEST RAIL, 89 1/2 FEET EAST OF THE
 EW0535'CENTER LINE OF U.S. HIGHWAY 6, 1.7 FEET SOUTH-SOUTHWEST OF MILEPOLE
 EW0535'404, 1.3 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 EW0535'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 EW0535'FOOT ABOVE THE GROUND.
 EW0535
 EW0535                          STATION RECOVERY (1971)
 EW0535
 EW0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0535'RECOVERED IN GOOD CONDITION.
 EW0535
 EW0535                          STATION RECOVERY (1977)
 EW0535
 EW0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0537 ***********************************************************************
 EW0537  DESIGNATION -  101 137 LA CO
 EW0537  PID         -  EW0537
 EW0537  STATE/COUNTY-  CA/LOS ANGELES
 EW0537  USGS QUAD   -  LANCASTER WEST (1974)
 EW0537
 EW0537                         *CURRENT SURVEY CONTROL
 EW0537  ___________________________________________________________________
 EW0537* NAD 83(1986)-  34 44 03.     (N)    118 08 31.     (W)     SCALED    
 EW0537* NAVD 88     -       706.034  (meters)    2316.38   (feet)  ADJUSTED  
 EW0537  ___________________________________________________________________
 EW0537  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW0537  DYNAMIC HT  -         705.223 (meters)    2313.72  (feet)  COMP
 EW0537  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 EW0537
 EW0537  VERT ORDER  -  FIRST     CLASS I
 EW0537
 EW0537.The horizontal coordinates were scaled from a topographic map and have
 EW0537.an estimated accuracy of +/- 6 seconds.
 EW0537
 EW0537.The orthometric height was determined by differential leveling
 EW0537.and adjusted in June 1991.
 EW0537
 EW0537.The geoid height was determined by GEOID03.
 EW0537
 EW0537.The dynamic height is computed by dividing the NAVD 88
 EW0537.geopotential number by the normal gravity value computed on the
 EW0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0537.degrees latitude (g = 980.6199 gals.).
 EW0537
 EW0537.The modeled gravity was interpolated from observed gravity values.
 EW0537
 EW0537;                    North         East    Units  Estimated Accuracy
 EW0537;SPC CA 5     -   636,910.    1,987,000.      MT  (+/- 180 meters Scaled)
 EW0537
 EW0537                          SUPERSEDED SURVEY CONTROL
 EW0537
 EW0537  NGVD 29 (??/??/92)  705.186  (m)         2313.60   (f) ADJ UNCH    1 1
 EW0537
 EW0537.Superseded values are not recommended for survey control.
 EW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0537.See file dsdata.txt to determine how the superseded data were derived.
 EW0537
 EW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU954441(NAD 83)
 EW0537_MARKER: DD = SURVEY DISK
 EW0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0537_STAMPING: BM 101-137 1957 RE 5869
 EW0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0537+STABILITY: SURFACE MOTION
 EW0537
 EW0537  HISTORY     - Date     Condition        Report By
 EW0537  HISTORY     - 1957     MONUMENTED       CA-037
 EW0537  HISTORY     - 1971     GOOD             NGS
 EW0537  HISTORY     - 1977     GOOD             NGS
 EW0537
 EW0537                          STATION DESCRIPTION
 EW0537
 EW0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0537'2.5 MI N FROM LANCASTER.
 EW0537'2.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW0537'THE STATION AT LANCASTER, AT THE CROSSING OF AVENUE G, 76 1/2 FEET
 EW0537'NORTH OF MILEPOLE 403, 41.5 FEET WEST OF THE WEST RAIL, 122 1/2
 EW0537'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 89 1/2 FEET EAST OF
 EW0537'THE CENTER LINE OF SIERRA HIGHWAY, 1.3 FEET EAST OF A WITNESS POST,
 EW0537'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 EW0537'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW0537
 EW0537                          STATION RECOVERY (1977)
 EW0537
 EW0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5337 ***********************************************************************
 EW5337  DESIGNATION -  101 14 V CO
 EW5337  PID         -  EW5337
 EW5337  STATE/COUNTY-  CA/VENTURA
 EW5337  USGS QUAD   -  OJAI (1988)
 EW5337
 EW5337                         *CURRENT SURVEY CONTROL
 EW5337  ___________________________________________________________________
 EW5337* NAD 83(1986)-  34 26 08.     (N)    119 10 45.     (W)     SCALED    
 EW5337* NAVD 88     -       394.446  (meters)    1294.11   (feet)  READJUSTED
 EW5337  ___________________________________________________________________
 EW5337  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EW5337  DYNAMIC HT  -         394.010 (meters)    1292.68  (feet)  COMP
 EW5337  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 EW5337
 EW5337  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5337
 EW5337.The horizontal coordinates were scaled from a topographic map and have
 EW5337.an estimated accuracy of +/- 6 seconds.
 EW5337
 EW5337.The orthometric height was determined by differential leveling
 EW5337.and adjusted in February 1993.
 EW5337.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5337.distribution rate of 0.0 thru 1.0 mm/km.
 EW5337.The height was derived from older observations constrained to new
 EW5337.heights in a crustal motion area.  The height is approximate in
 EW5337.relation to other heights in its vicinity.
 EW5337
 EW5337.The geoid height was determined by GEOID03.
 EW5337
 EW5337.The dynamic height is computed by dividing the NAVD 88
 EW5337.geopotential number by the normal gravity value computed on the
 EW5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5337.degrees latitude (g = 980.6199 gals.).
 EW5337
 EW5337.The modeled gravity was interpolated from observed gravity values.
 EW5337
 EW5337;                    North         East    Units  Estimated Accuracy
 EW5337;SPC CA 5     -   604,410.    1,891,630.      MT  (+/- 180 meters Scaled)
 EW5337
 EW5337                          SUPERSEDED SURVEY CONTROL
 EW5337
 EW5337  NGVD 29 (??/??/92)  393.659  (m)         1291.53   (f) ADJ UNCH    1 1
 EW5337
 EW5337.Superseded values are not recommended for survey control.
 EW5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5337.See file dsdata.txt to determine how the superseded data were derived.
 EW5337
 EW5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU997126(NAD 83)
 EW5337_MARKER: DD = SURVEY DISK
 EW5337_SETTING: 0 = UNSPECIFIED SETTING
 EW5337_STAMPING: 101-14 1969
 EW5337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5337
 EW5337  HISTORY     - Date     Condition        Report By
 EW5337  HISTORY     - 1969     MONUMENTED       CA-111
 EW5337  HISTORY     - 1977     GOOD             NGS
 EW5337
 EW5337                          STATION DESCRIPTION
 EW5337
 EW5337'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5337'AT OJAI.
 EW5337'6.7 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS
 EW5337'DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED ON THE
 EW5337'SOUTHEASTERLY SIDE OF HWY 150 AT THE END OF THE SOUTHEASTERLY
 EW5337'WINGWALL OF LION CREEK BRIDGE 52-100, 2 FT SOUTHERLY OF END OF
 EW5337'WINGWALL, 4 FT SOUTHWESTERLY OF POWER POLE 1418953E.
 EW5337
 EW5337                          STATION RECOVERY (1977)
 EW5337
 EW5337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3315 ***********************************************************************
 AA3315  DESIGNATION -  101 14.6
 AA3315  PID         -  AA3315
 AA3315  STATE/COUNTY-  CA/LOS ANGELES
 AA3315  USGS QUAD   -  VAN NUYS (1972)
 AA3315
 AA3315                         *CURRENT SURVEY CONTROL
 AA3315  ___________________________________________________________________
 AA3315* NAD 83(1986)-  34 09 19.     (N)    118 25 50.     (W)     SCALED    
 AA3315* NAVD 88     -       200.811  (meters)     658.83   (feet)  ADJUSTED  
 AA3315  ___________________________________________________________________
 AA3315  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 AA3315  DYNAMIC HT  -         200.598 (meters)     658.13  (feet)  COMP
 AA3315  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 AA3315
 AA3315  VERT ORDER  -  FIRST     CLASS II
 AA3315
 AA3315.The horizontal coordinates were scaled from a topographic map and have
 AA3315.an estimated accuracy of +/- 6 seconds.
 AA3315
 AA3315.The orthometric height was determined by differential leveling
 AA3315.and adjusted in June 1995.
 AA3315
 AA3315.The geoid height was determined by GEOID03.
 AA3315
 AA3315.The dynamic height is computed by dividing the NAVD 88
 AA3315.geopotential number by the normal gravity value computed on the
 AA3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3315.degrees latitude (g = 980.6199 gals.).
 AA3315
 AA3315.The modeled gravity was interpolated from observed gravity values.
 AA3315
 AA3315;                    North         East    Units  Estimated Accuracy
 AA3315;SPC CA 5     -   572,770.    1,960,300.      MT  (+/- 180 meters Scaled)
 AA3315
 AA3315                          SUPERSEDED SURVEY CONTROL
 AA3315
 AA3315.No superseded survey control is available for this station.
 AA3315
 AA3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT681802(NAD 83)
 AA3315_MARKER: DD = SURVEY DISK
 AA3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3315_STAMPING: LA 101 14.6 1992 LS 5679
 AA3315_MARK LOGO: CADT  
 AA3315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3315+STABILITY: SURFACE MOTION
 AA3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3315+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3315
 AA3315  HISTORY     - Date     Condition        Report By
 AA3315  HISTORY     - 1992     MONUMENTED       CADT
 AA3315  HISTORY     - 19940822 GOOD             NGS
 AA3315
 AA3315                          STATION DESCRIPTION
 AA3315
 AA3315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3315'IN SHERMAN OAKS, AT THE INTERSECTION OF FREEWAY 101 AND WOODMAN
 AA3315'AVENUE, 146.5 M (480.6 FT) EAST OF THE CENTER OF THE AVENUE, 7.0 M
 AA3315'(23.0 FT) NORTH OF THE CENTER OF AN ON-RAMP, 4.7 M (15.4 FT) SOUTH OF
 AA3315'THE SOUTHBOUND FREEWAY FOG LINE, 2.0 M (6.6 FT) WEST-SOUTHWEST OF A
 AA3315'HIGHWAY SIGN POST, 1.5 M (4.9 FT) SOUTHEAST OF A WITNESS POST, 0.4 M
 AA3315'(1.3 FT) BELOW THE LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED
 AA3315'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0860 ***********************************************************************
 EW0860  DESIGNATION -  101 144 LA CO
 EW0860  PID         -  EW0860
 EW0860  STATE/COUNTY-  CA/LOS ANGELES
 EW0860  USGS QUAD   -  ROSAMOND (1973)
 EW0860
 EW0860                         *CURRENT SURVEY CONTROL
 EW0860  ___________________________________________________________________
 EW0860* NAD 83(1986)-  34 46 07.     (N)    118 08 50.     (W)     SCALED    
 EW0860* NAVD 88     -       701.375  (meters)    2301.09   (feet)  ADJUSTED  
 EW0860  ___________________________________________________________________
 EW0860  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 EW0860  DYNAMIC HT  -         700.574 (meters)    2298.47  (feet)  COMP
 EW0860  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 EW0860
 EW0860  VERT ORDER  -  FIRST     CLASS I
 EW0860
 EW0860.The horizontal coordinates were scaled from a topographic map and have
 EW0860.an estimated accuracy of +/- 6 seconds.
 EW0860
 EW0860.The orthometric height was determined by differential leveling
 EW0860.and adjusted in June 1991.
 EW0860
 EW0860.The geoid height was determined by GEOID03.
 EW0860
 EW0860.The dynamic height is computed by dividing the NAVD 88
 EW0860.geopotential number by the normal gravity value computed on the
 EW0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0860.degrees latitude (g = 980.6199 gals.).
 EW0860
 EW0860.The modeled gravity was interpolated from observed gravity values.
 EW0860
 EW0860;                    North         East    Units  Estimated Accuracy
 EW0860;SPC CA 5     -   640,730.    1,986,520.      MT  (+/- 180 meters Scaled)
 EW0860
 EW0860                          SUPERSEDED SURVEY CONTROL
 EW0860
 EW0860  NGVD 29 (??/??/92)  700.531  (m)         2298.33   (f) ADJ UNCH    1 1
 EW0860
 EW0860.Superseded values are not recommended for survey control.
 EW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0860.See file dsdata.txt to determine how the superseded data were derived.
 EW0860
 EW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU950479(NAD 83)
 EW0860_MARKER: P = PIPE CAP
 EW0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0860_STAMPING: 101-144 1957 RE 5869
 EW0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0860+STABILITY: SURFACE MOTION
 EW0860
 EW0860  HISTORY     - Date     Condition        Report By
 EW0860  HISTORY     - 1957     MONUMENTED       CGS
 EW0860  HISTORY     - 1961     GOOD             NGS
 EW0860  HISTORY     - 1965     GOOD             NGS
 EW0860  HISTORY     - 1977     GOOD             NGS
 EW0860
 EW0860                          STATION DESCRIPTION
 EW0860
 EW0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0860'5 MI N FROM LANCASTER.
 EW0860'4.95 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW0860'THE STATION AT LANCASTER, 41.7 FEET WEST OF THE WEST RAIL, 88.6
 EW0860'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 6, 5.0 FEET
 EW0860'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.2 FEET EAST OF A WITNESS POST,
 EW0860'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 EW0860'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW0860
 EW0860                          STATION RECOVERY (1965)
 EW0860
 EW0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EW0860'RECOVERED IN GOOD CONDITION.
 EW0860
 EW0860                          STATION RECOVERY (1977)
 EW0860
 EW0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0863 ***********************************************************************
 EW0863  DESIGNATION -  101 146 LA CO
 EW0863  PID         -  EW0863
 EW0863  STATE/COUNTY-  CA/LOS ANGELES
 EW0863  USGS QUAD   -  ROSAMOND (1973)
 EW0863
 EW0863                         *CURRENT SURVEY CONTROL
 EW0863  ___________________________________________________________________
 EW0863* NAD 83(1986)-  34 47 06.     (N)    118 09 01.     (W)     SCALED    
 EW0863* NAVD 88     -       702.049  (meters)    2303.31   (feet)  ADJUSTED  
 EW0863  ___________________________________________________________________
 EW0863  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EW0863  DYNAMIC HT  -         701.249 (meters)    2300.68  (feet)  COMP
 EW0863  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 EW0863
 EW0863  VERT ORDER  -  FIRST     CLASS I
 EW0863
 EW0863.The horizontal coordinates were scaled from a topographic map and have
 EW0863.an estimated accuracy of +/- 6 seconds.
 EW0863
 EW0863.The orthometric height was determined by differential leveling
 EW0863.and adjusted in June 1991.
 EW0863
 EW0863.The geoid height was determined by GEOID03.
 EW0863
 EW0863.The dynamic height is computed by dividing the NAVD 88
 EW0863.geopotential number by the normal gravity value computed on the
 EW0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0863.degrees latitude (g = 980.6199 gals.).
 EW0863
 EW0863.The modeled gravity was interpolated from observed gravity values.
 EW0863
 EW0863;                    North         East    Units  Estimated Accuracy
 EW0863;SPC CA 5     -   642,550.    1,986,250.      MT  (+/- 180 meters Scaled)
 EW0863
 EW0863                          SUPERSEDED SURVEY CONTROL
 EW0863
 EW0863  NGVD 29 (??/??/92)  701.207  (m)         2300.54   (f) ADJ UNCH    1 1
 EW0863
 EW0863.Superseded values are not recommended for survey control.
 EW0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0863.See file dsdata.txt to determine how the superseded data were derived.
 EW0863
 EW0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU947498(NAD 83)
 EW0863_MARKER: DD = SURVEY DISK
 EW0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0863_STAMPING: 101-146 1957 RE 5869
 EW0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0863+STABILITY: SURFACE MOTION
 EW0863
 EW0863  HISTORY     - Date     Condition        Report By
 EW0863  HISTORY     - 1957     MONUMENTED       CA-037
 EW0863  HISTORY     - 1961     GOOD             NGS
 EW0863  HISTORY     - 1971     GOOD             NGS
 EW0863  HISTORY     - 1977     GOOD             NGS
 EW0863
 EW0863                          STATION DESCRIPTION
 EW0863
 EW0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0863'6.1 MI N FROM LANCASTER.
 EW0863'6.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW0863'THE STATION AT LANCASTER, 37.0 FEET SOUTHWEST OF THE SOUTHWEST
 EW0863'RAIL, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.7
 EW0863'FEET NORTH OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF A WITNESS
 EW0863'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 EW0863'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0863
 EW0863                          STATION RECOVERY (1971)
 EW0863
 EW0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0863'RECOVERED IN GOOD CONDITION.
 EW0863
 EW0863                          STATION RECOVERY (1977)
 EW0863
 EW0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0866 ***********************************************************************
 EW0866  DESIGNATION -  101 148 A LA CO
 EW0866  PID         -  EW0866
 EW0866  STATE/COUNTY-  CA/LOS ANGELES
 EW0866  USGS QUAD   -  ROSAMOND (1973)
 EW0866
 EW0866                         *CURRENT SURVEY CONTROL
 EW0866  ___________________________________________________________________
 EW0866* NAD 83(1986)-  34 47 58.     (N)    118 09 10.     (W)     SCALED    
 EW0866* NAVD 88     -       703.008  (meters)    2306.45   (feet)  ADJUSTED  
 EW0866  ___________________________________________________________________
 EW0866  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EW0866  DYNAMIC HT  -         702.209 (meters)    2303.83  (feet)  COMP
 EW0866  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 EW0866
 EW0866  VERT ORDER  -  FIRST     CLASS I
 EW0866
 EW0866.The horizontal coordinates were scaled from a topographic map and have
 EW0866.an estimated accuracy of +/- 6 seconds.
 EW0866
 EW0866.The orthometric height was determined by differential leveling
 EW0866.and adjusted in June 1991.
 EW0866
 EW0866.The geoid height was determined by GEOID03.
 EW0866
 EW0866.The dynamic height is computed by dividing the NAVD 88
 EW0866.geopotential number by the normal gravity value computed on the
 EW0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0866.degrees latitude (g = 980.6199 gals.).
 EW0866
 EW0866.The modeled gravity was interpolated from observed gravity values.
 EW0866
 EW0866;                    North         East    Units  Estimated Accuracy
 EW0866;SPC CA 5     -   644,150.    1,986,020.      MT  (+/- 180 meters Scaled)
 EW0866
 EW0866                          SUPERSEDED SURVEY CONTROL
 EW0866
 EW0866  NGVD 29 (??/??/92)  702.168  (m)         2303.70   (f) ADJ UNCH    1 1
 EW0866
 EW0866.Superseded values are not recommended for survey control.
 EW0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0866.See file dsdata.txt to determine how the superseded data were derived.
 EW0866
 EW0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU945514(NAD 83)
 EW0866_MARKER: Z = SEE DESCRIPTION
 EW0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0866_SP_SET: CULVERT
 EW0866_STAMPING: LACRD DEPT BM
 EW0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0866
 EW0866  HISTORY     - Date     Condition        Report By
 EW0866  HISTORY     - UNK      MONUMENTED       CA-037
 EW0866  HISTORY     - 1968     GOOD             NGS
 EW0866  HISTORY     - 1977     GOOD             NGS
 EW0866
 EW0866                          STATION DESCRIPTION
 EW0866
 EW0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0866'AT LANCASTER.
 EW0866'7.1 MI NORTHERLY OF SPRR STATION.  SIERRA HWY, 0.6 MI N OF AVE C,
 EW0866'44.8 FT SE OF TELEPHONE POLE NO. K4669Y, 24.7 FT W OF THE CENTER
 EW0866'LINE OF SIERRA HWY, AT CULVERT NO G375+50.  SET IN LEAD IN THE
 EW0866'N END OF W HEADWALL OF CULVERT.
 EW0866
 EW0866                          STATION RECOVERY (1977)
 EW0866
 EW0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0866'4.45 MILES SOUTH ALONG THE SIERRA HIGHWAY FROM ITS JUNCTION WITH
 EW0866'ROSAMOND BOULEVARD AT ROSAMOND, ON THE NORTH END OF THE WEST
 EW0866'CONCRETE CULVERT HEAD WALL, 24.0 FT. WEST OF THE CENTER LINE OF THE
 EW0866'HIGHWAY, 154.0 FT. WEST OF THE WEST RAIL, 45.0 FT. SOUTHEAST OF A
 EW0866'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5338 ***********************************************************************
 EW5338  DESIGNATION -  101 15 V CO
 EW5338  PID         -  EW5338
 EW5338  STATE/COUNTY-  CA/VENTURA
 EW5338  USGS QUAD   -  OJAI (1988)
 EW5338
 EW5338                         *CURRENT SURVEY CONTROL
 EW5338  ___________________________________________________________________
 EW5338* NAD 83(1986)-  34 26 13.     (N)    119 10 18.     (W)     SCALED    
 EW5338* NAVD 88     -       401.886  (meters)    1318.52   (feet)  READJUSTED
 EW5338  ___________________________________________________________________
 EW5338  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW5338  DYNAMIC HT  -         401.440 (meters)    1317.06  (feet)  COMP
 EW5338  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 EW5338
 EW5338  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5338
 EW5338.The horizontal coordinates were scaled from a topographic map and have
 EW5338.an estimated accuracy of +/- 6 seconds.
 EW5338
 EW5338.The orthometric height was determined by differential leveling
 EW5338.and adjusted in February 1993.
 EW5338.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5338.distribution rate of 0.0 thru 1.0 mm/km.
 EW5338.The height was derived from older observations constrained to new
 EW5338.heights in a crustal motion area.  The height is approximate in
 EW5338.relation to other heights in its vicinity.
 EW5338
 EW5338.The geoid height was determined by GEOID03.
 EW5338
 EW5338.The dynamic height is computed by dividing the NAVD 88
 EW5338.geopotential number by the normal gravity value computed on the
 EW5338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5338.degrees latitude (g = 980.6199 gals.).
 EW5338
 EW5338.The modeled gravity was interpolated from observed gravity values.
 EW5338
 EW5338;                    North         East    Units  Estimated Accuracy
 EW5338;SPC CA 5     -   604,560.    1,892,320.      MT  (+/- 180 meters Scaled)
 EW5338
 EW5338                          SUPERSEDED SURVEY CONTROL
 EW5338
 EW5338  NGVD 29 (??/??/92)  401.098  (m)         1315.94   (f) ADJ UNCH    1 1
 EW5338
 EW5338.Superseded values are not recommended for survey control.
 EW5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5338.See file dsdata.txt to determine how the superseded data were derived.
 EW5338
 EW5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU004127(NAD 83)
 EW5338_MARKER: DD = SURVEY DISK
 EW5338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5338_SP_SET: BRIDGE
 EW5338_STAMPING: 101-15 1969
 EW5338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5338
 EW5338  HISTORY     - Date     Condition        Report By
 EW5338  HISTORY     - 1969     MONUMENTED       CA-111
 EW5338  HISTORY     - 1977     GOOD             NGS
 EW5338
 EW5338                          STATION DESCRIPTION
 EW5338
 EW5338'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5338'AT OJAI.
 EW5338'7.2 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS
 EW5338'DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY
 EW5338'0.65 MI W OF THE INTERSECTION OF SULPHUR MOUNTAIN RD AND HWY
 EW5338'150, AND ON THE S SIDE OF HWY 150 AND THE E END OF LION CANYON
 EW5338'CREEK BRIDGE 52-101, 18 FT SOUTHERLY CENTER LINE HWY 150, 18
 EW5338'FT WESTERLY CENTER LINE ENTRANCE ROAD TO MC GUIRE RANCH HOUSE
 EW5338'NO. 9860.
 EW5338
 EW5338                          STATION RECOVERY (1977)
 EW5338
 EW5338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3313 ***********************************************************************
 AA3313  DESIGNATION -  101 15.8
 AA3313  PID         -  AA3313
 AA3313  STATE/COUNTY-  CA/LOS ANGELES
 AA3313  USGS QUAD   -  VAN NUYS (1972)
 AA3313
 AA3313                         *CURRENT SURVEY CONTROL
 AA3313  ___________________________________________________________________
 AA3313* NAD 83(1986)-  34 09 23.     (N)    118 26 54.     (W)     SCALED    
 AA3313* NAVD 88     -       206.558  (meters)     677.68   (feet)  ADJUSTED  
 AA3313  ___________________________________________________________________
 AA3313  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AA3313  DYNAMIC HT  -         206.339 (meters)     676.96  (feet)  COMP
 AA3313  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 AA3313
 AA3313  VERT ORDER  -  FIRST     CLASS II
 AA3313
 AA3313.The horizontal coordinates were scaled from a topographic map and have
 AA3313.an estimated accuracy of +/- 6 seconds.
 AA3313
 AA3313.The orthometric height was determined by differential leveling
 AA3313.and adjusted in June 1995.
 AA3313
 AA3313.The geoid height was determined by GEOID03.
 AA3313
 AA3313.The dynamic height is computed by dividing the NAVD 88
 AA3313.geopotential number by the normal gravity value computed on the
 AA3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3313.degrees latitude (g = 980.6199 gals.).
 AA3313
 AA3313.The modeled gravity was interpolated from observed gravity values.
 AA3313
 AA3313;                    North         East    Units  Estimated Accuracy
 AA3313;SPC CA 5     -   572,900.    1,958,660.      MT  (+/- 180 meters Scaled)
 AA3313
 AA3313                          SUPERSEDED SURVEY CONTROL
 AA3313
 AA3313.No superseded survey control is available for this station.
 AA3313
 AA3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664804(NAD 83)
 AA3313_MARKER: DD = SURVEY DISK
 AA3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3313_STAMPING: LA 101 15.8 1992 LS 5679
 AA3313_MARK LOGO: CADT  
 AA3313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3313+STABILITY: SURFACE MOTION
 AA3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3313+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3313
 AA3313  HISTORY     - Date     Condition        Report By
 AA3313  HISTORY     - 1992     MONUMENTED       CADT
 AA3313  HISTORY     - 19940822 GOOD             NGS
 AA3313
 AA3313                          STATION DESCRIPTION
 AA3313
 AA3313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3313'0.1 KM (0.05 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF VAN
 AA3313'NUYS AVENUE IN SHERMAN OAKS, 9.3 M (30.5 FT) NORTH OF THE CURB OF AN
 AA3313'ON-RAMP, 2.5 M (8.2 FT) SOUTH OF THE SOUTHBOUND FREEWAY FOG LINE, 1.7
 AA3313'M (5.6 FT) EAST OF A WITNESS POST, 1.0 M (3.3 FT) SOUTH OF THE
 AA3313'SOUTHEAST CORNER OF A CATCH BASIN GRATE, 0.3 M (1.0 FT) BELOW THE
 AA3313'LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT)
 AA3313'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0868 ***********************************************************************
 EW0868  DESIGNATION -  101 150 LA CO
 EW0868  PID         -  EW0868
 EW0868  STATE/COUNTY-  CA/LOS ANGELES
 EW0868  USGS QUAD   -  ROSAMOND (1973)
 EW0868
 EW0868                         *CURRENT SURVEY CONTROL
 EW0868  ___________________________________________________________________
 EW0868* NAD 83(1986)-  34 48 55.     (N)    118 09 17.     (W)     SCALED    
 EW0868* NAVD 88     -       704.17   (+/-2cm)    2310.3    (feet)  VERTCON   
 EW0868  ___________________________________________________________________
 EW0868  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0868  VERT ORDER  -  THIRD (See Below)
 EW0868
 EW0868.The horizontal coordinates were scaled from a topographic map and have
 EW0868.an estimated accuracy of +/- 6 seconds.
 EW0868
 EW0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0868.The vertical order pertains to the NGVD 29 superseded value.
 EW0868
 EW0868.The geoid height was determined by GEOID03.
 EW0868
 EW0868;                    North         East    Units  Estimated Accuracy
 EW0868;SPC CA 5     -   645,910.    1,985,850.      MT  (+/- 180 meters Scaled)
 EW0868
 EW0868                          SUPERSEDED SURVEY CONTROL
 EW0868
 EW0868  NGVD 29 (??/??/??)  703.33   (m)         2307.5    (f) RESET       3  
 EW0868
 EW0868.Superseded values are not recommended for survey control.
 EW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0868.See file dsdata.txt to determine how the superseded data were derived.
 EW0868
 EW0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU943531(NAD 83)
 EW0868_MARKER: S = SPIKE
 EW0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0868_SP_SET: CULVERT
 EW0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0868
 EW0868  HISTORY     - Date     Condition        Report By
 EW0868  HISTORY     - UNK      MONUMENTED       CA-037
 EW0868  HISTORY     - 1968     GOOD             NGS
 EW0868
 EW0868                          STATION DESCRIPTION
 EW0868
 EW0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0868'AT LANCASTER.
 EW0868'7.9 MI NORTHERLY OF SPRR STA.  SIERRA HWY, 0.3 MI N OF AVE B, AT
 EW0868'CULVERT AT HWY STATION G407+90.  SET IN THE TOP OF THE E CONCRETE
 EW0868'HEADWALL 1.1 FT N OF THE S END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5339 ***********************************************************************
 EW5339  DESIGNATION -  101 16 V CO
 EW5339  PID         -  EW5339
 EW5339  STATE/COUNTY-  CA/VENTURA
 EW5339  USGS QUAD   -  OJAI (1988)
 EW5339
 EW5339                         *CURRENT SURVEY CONTROL
 EW5339  ___________________________________________________________________
 EW5339* NAD 83(1986)-  34 26 13.     (N)    119 09 59.     (W)     SCALED    
 EW5339* NAVD 88     -       407.056  (meters)    1335.48   (feet)  READJUSTED
 EW5339  ___________________________________________________________________
 EW5339  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EW5339  DYNAMIC HT  -         406.610 (meters)    1334.02  (feet)  COMP
 EW5339  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 EW5339  OBS GRAVITY -     979,520.3   (mgal)                       GRAV_OBS
 EW5339
 EW5339  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5339
 EW5339.The horizontal coordinates were scaled from a topographic map and have
 EW5339.an estimated accuracy of +/- 6 seconds.
 EW5339
 EW5339.The orthometric height was determined by differential leveling
 EW5339.and adjusted in February 1993.
 EW5339.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5339.distribution rate of 0.0 thru 1.0 mm/km.
 EW5339.The height was derived from older observations constrained to new
 EW5339.heights in a crustal motion area.  The height is approximate in
 EW5339.relation to other heights in its vicinity.
 EW5339
 EW5339.The geoid height was determined by GEOID03.
 EW5339
 EW5339.The dynamic height is computed by dividing the NAVD 88
 EW5339.geopotential number by the normal gravity value computed on the
 EW5339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5339.degrees latitude (g = 980.6199 gals.).
 EW5339
 EW5339.The modeled gravity was interpolated from observed gravity values.
 EW5339.The observed gravity was obtained from relative gravimeter ties
 EW5339.to the IGSN71 gravity network.
 EW5339
 EW5339;                    North         East    Units  Estimated Accuracy
 EW5339;SPC CA 5     -   604,550.    1,892,810.      MT  (+/- 180 meters Scaled)
 EW5339
 EW5339                          SUPERSEDED SURVEY CONTROL
 EW5339
 EW5339  NGVD 29 (??/??/92)  406.267  (m)         1332.89   (f) ADJ UNCH    1 1
 EW5339
 EW5339.Superseded values are not recommended for survey control.
 EW5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5339.See file dsdata.txt to determine how the superseded data were derived.
 EW5339
 EW5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU009127(NAD 83)
 EW5339_MARKER: DD = SURVEY DISK
 EW5339_SETTING: 0 = UNSPECIFIED SETTING
 EW5339_STAMPING: 101-16 1969
 EW5339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5339
 EW5339  HISTORY     - Date     Condition        Report By
 EW5339  HISTORY     - 1969     MONUMENTED       CA-111
 EW5339  HISTORY     - 1977     GOOD             NGS
 EW5339
 EW5339                          STATION DESCRIPTION
 EW5339
 EW5339'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5339'AT OJAI.
 EW5339'7.55 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS
 EW5339'DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY
 EW5339'0.3 MI W OF THE INTERSECTION OF SULPHUR MOUNTAIN RD AND HWY 150
 EW5339'AND ON THE S SIDE OF HWY 150, 2.0 FT W OF THE NW CORNER OF A
 EW5339'WOOD AND HOG-WIRE CORRAL, 23 FT S OF CENTER LINE HWY 150.
 EW5339
 EW5339                          STATION RECOVERY (1977)
 EW5339
 EW5339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5341 ***********************************************************************
 EW5341  DESIGNATION -  101 17 V CO
 EW5341  PID         -  EW5341
 EW5341  STATE/COUNTY-  CA/VENTURA
 EW5341  USGS QUAD   -  OJAI (1988)
 EW5341
 EW5341                         *CURRENT SURVEY CONTROL
 EW5341  ___________________________________________________________________
 EW5341* NAD 83(1986)-  34 26 18.     (N)    119 09 12.     (W)     SCALED    
 EW5341* NAVD 88     -       441.775  (meters)    1449.39   (feet)  READJUSTED
 EW5341  ___________________________________________________________________
 EW5341  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW5341  DYNAMIC HT  -         441.280 (meters)    1447.77  (feet)  COMP
 EW5341  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 EW5341
 EW5341  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5341
 EW5341.The horizontal coordinates were scaled from a topographic map and have
 EW5341.an estimated accuracy of +/- 6 seconds.
 EW5341
 EW5341.The orthometric height was determined by differential leveling
 EW5341.and adjusted in February 1993.
 EW5341.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5341.distribution rate of 0.0 thru 1.0 mm/km.
 EW5341.The height was derived from older observations constrained to new
 EW5341.heights in a crustal motion area.  The height is approximate in
 EW5341.relation to other heights in its vicinity.
 EW5341
 EW5341.The geoid height was determined by GEOID03.
 EW5341
 EW5341.The dynamic height is computed by dividing the NAVD 88
 EW5341.geopotential number by the normal gravity value computed on the
 EW5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5341.degrees latitude (g = 980.6199 gals.).
 EW5341
 EW5341.The modeled gravity was interpolated from observed gravity values.
 EW5341
 EW5341;                    North         East    Units  Estimated Accuracy
 EW5341;SPC CA 5     -   604,690.    1,894,010.      MT  (+/- 180 meters Scaled)
 EW5341
 EW5341                          SUPERSEDED SURVEY CONTROL
 EW5341
 EW5341  NGVD 29 (??/??/92)  440.981  (m)         1446.79   (f) ADJ UNCH    1 1
 EW5341
 EW5341.Superseded values are not recommended for survey control.
 EW5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5341.See file dsdata.txt to determine how the superseded data were derived.
 EW5341
 EW5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU021128(NAD 83)
 EW5341_MARKER: DD = SURVEY DISK
 EW5341_SETTING: 0 = UNSPECIFIED SETTING
 EW5341_STAMPING: 101-17 1969
 EW5341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5341
 EW5341  HISTORY     - Date     Condition        Report By
 EW5341  HISTORY     - 1969     MONUMENTED       CA-111
 EW5341  HISTORY     - 1977     GOOD             NGS
 EW5341
 EW5341                          STATION DESCRIPTION
 EW5341
 EW5341'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5341'AT OJAI.
 EW5341'8.35 MI EASTERLY ALONG HWY 150 FROM THE JUNCTION OF HWY 33,
 EW5341'175 FT SOUTHERLY OF OJAI VALLEY SCHOOL RD, 8 FT SOUTHERLY OF
 EW5341'28-IN LIVE OAK, 22 FT SOUTHERLY CENTERLINE HWY 150.
 EW5341
 EW5341                          STATION RECOVERY (1977)
 EW5341
 EW5341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5342 ***********************************************************************
 EW5342  DESIGNATION -  101 18 V CO
 EW5342  PID         -  EW5342
 EW5342  STATE/COUNTY-  CA/VENTURA
 EW5342  USGS QUAD   -  OJAI (1988)
 EW5342
 EW5342                         *CURRENT SURVEY CONTROL
 EW5342  ___________________________________________________________________
 EW5342* NAD 83(1986)-  34 26 13.     (N)    119 08 31.     (W)     SCALED    
 EW5342* NAVD 88     -       466.378  (meters)    1530.11   (feet)  READJUSTED
 EW5342  ___________________________________________________________________
 EW5342  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW5342  DYNAMIC HT  -         465.850 (meters)    1528.38  (feet)  COMP
 EW5342  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 EW5342
 EW5342  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5342
 EW5342.The horizontal coordinates were scaled from a topographic map and have
 EW5342.an estimated accuracy of +/- 6 seconds.
 EW5342
 EW5342.The orthometric height was determined by differential leveling
 EW5342.and adjusted in February 1993.
 EW5342.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5342.distribution rate of 0.0 thru 1.0 mm/km.
 EW5342.The height was derived from older observations constrained to new
 EW5342.heights in a crustal motion area.  The height is approximate in
 EW5342.relation to other heights in its vicinity.
 EW5342
 EW5342.The geoid height was determined by GEOID03.
 EW5342
 EW5342.The dynamic height is computed by dividing the NAVD 88
 EW5342.geopotential number by the normal gravity value computed on the
 EW5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5342.degrees latitude (g = 980.6199 gals.).
 EW5342
 EW5342.The modeled gravity was interpolated from observed gravity values.
 EW5342
 EW5342;                    North         East    Units  Estimated Accuracy
 EW5342;SPC CA 5     -   604,530.    1,895,050.      MT  (+/- 180 meters Scaled)
 EW5342
 EW5342                          SUPERSEDED SURVEY CONTROL
 EW5342
 EW5342  NGVD 29 (??/??/92)  465.578  (m)         1527.48   (f) ADJ UNCH    1 1
 EW5342
 EW5342.Superseded values are not recommended for survey control.
 EW5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5342.See file dsdata.txt to determine how the superseded data were derived.
 EW5342
 EW5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU031126(NAD 83)
 EW5342_MARKER: DD = SURVEY DISK
 EW5342_SETTING: 0 = UNSPECIFIED SETTING
 EW5342_STAMPING: 101-18 1969
 EW5342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5342
 EW5342  HISTORY     - Date     Condition        Report By
 EW5342  HISTORY     - 1969     MONUMENTED       CA-111
 EW5342  HISTORY     - 1977     GOOD             NGS
 EW5342
 EW5342                          STATION DESCRIPTION
 EW5342
 EW5342'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5342'AT OJAI.
 EW5342'9.0 MI EASTERLY ALONG HWY 150 FROM THE JUNCTION WITH HWY 33,
 EW5342'640 FT PLUS OR MINUS EASTERLY OF MILE POST 25.10, 45 FT NORTHERLY
 EW5342'OF WHITE LINE, A BRONZE DISK SET IN CONCRETE.
 EW5342
 EW5342                          STATION RECOVERY (1977)
 EW5342
 EW5342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3307 ***********************************************************************
 AA3307  DESIGNATION -  101 18.6
 AA3307  PID         -  AA3307
 AA3307  STATE/COUNTY-  CA/LOS ANGELES
 AA3307  USGS QUAD   -  VAN NUYS (1972)
 AA3307
 AA3307                         *CURRENT SURVEY CONTROL
 AA3307  ___________________________________________________________________
 AA3307* NAD 83(1986)-  34 09 55.     (N)    118 29 37.     (W)     SCALED    
 AA3307* NAVD 88     -       225.982  (meters)     741.41   (feet)  ADJUSTED  
 AA3307  ___________________________________________________________________
 AA3307  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 AA3307  DYNAMIC HT  -         225.743 (meters)     740.63  (feet)  COMP
 AA3307  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 AA3307
 AA3307  VERT ORDER  -  FIRST     CLASS II
 AA3307
 AA3307.The horizontal coordinates were scaled from a topographic map and have
 AA3307.an estimated accuracy of +/- 6 seconds.
 AA3307
 AA3307.The orthometric height was determined by differential leveling
 AA3307.and adjusted in June 1995.
 AA3307
 AA3307.The geoid height was determined by GEOID03.
 AA3307
 AA3307.The dynamic height is computed by dividing the NAVD 88
 AA3307.geopotential number by the normal gravity value computed on the
 AA3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3307.degrees latitude (g = 980.6199 gals.).
 AA3307
 AA3307.The modeled gravity was interpolated from observed gravity values.
 AA3307
 AA3307;                    North         East    Units  Estimated Accuracy
 AA3307;SPC CA 5     -   573,910.    1,954,490.      MT  (+/- 180 meters Scaled)
 AA3307
 AA3307                          SUPERSEDED SURVEY CONTROL
 AA3307
 AA3307.No superseded survey control is available for this station.
 AA3307
 AA3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT623814(NAD 83)
 AA3307_MARKER: DD = SURVEY DISK
 AA3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3307_STAMPING: LA 101 18.6 1992 LS 5679
 AA3307_MARK LOGO: CADT  
 AA3307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3307+STABILITY: SURFACE MOTION
 AA3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3307+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3307
 AA3307  HISTORY     - Date     Condition        Report By
 AA3307  HISTORY     - 1992     MONUMENTED       CADT
 AA3307  HISTORY     - 19940822 GOOD             NGS
 AA3307
 AA3307                          STATION DESCRIPTION
 AA3307
 AA3307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3307'IN ENCINO, AT THE INTERSECTION OF FREEWAY 101 AND HAYVENHURST AVENUE,
 AA3307'38.3 M (125.7 FT) WEST OF THE CENTER OF THE AVENUE, 4.0 M (13.1 FT)
 AA3307'WEST OF THE WEST END OF A GUARDRAIL, 3.5 M (11.5 FT) SOUTH-SOUTHWEST
 AA3307'OF THE SOUTHBOUND FREEWAY FOG LINE, 2.5 M (8.2 FT) SOUTHEAST OF A
 AA3307'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FREEWAY, AND THE
 AA3307'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5343 ***********************************************************************
 EW5343  DESIGNATION -  101 19 V CO
 EW5343  PID         -  EW5343
 EW5343  STATE/COUNTY-  CA/VENTURA
 EW5343  USGS QUAD   -  OJAI (1988)
 EW5343
 EW5343                         *CURRENT SURVEY CONTROL
 EW5343  ___________________________________________________________________
 EW5343* NAD 83(1986)-  34 26 10.     (N)    119 08 06.     (W)     SCALED    
 EW5343* NAVD 88     -       476.645  (meters)    1563.79   (feet)  READJUSTED
 EW5343  ___________________________________________________________________
 EW5343  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW5343  DYNAMIC HT  -         476.110 (meters)    1562.04  (feet)  COMP
 EW5343  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 EW5343
 EW5343  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5343
 EW5343.The horizontal coordinates were scaled from a topographic map and have
 EW5343.an estimated accuracy of +/- 6 seconds.
 EW5343
 EW5343.The orthometric height was determined by differential leveling
 EW5343.and adjusted in February 1993.
 EW5343.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5343.distribution rate of 0.0 thru 1.0 mm/km.
 EW5343.The height was derived from older observations constrained to new
 EW5343.heights in a crustal motion area.  The height is approximate in
 EW5343.relation to other heights in its vicinity.
 EW5343
 EW5343.The geoid height was determined by GEOID03.
 EW5343
 EW5343.The dynamic height is computed by dividing the NAVD 88
 EW5343.geopotential number by the normal gravity value computed on the
 EW5343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5343.degrees latitude (g = 980.6199 gals.).
 EW5343
 EW5343.The modeled gravity was interpolated from observed gravity values.
 EW5343
 EW5343;                    North         East    Units  Estimated Accuracy
 EW5343;SPC CA 5     -   604,430.    1,895,690.      MT  (+/- 180 meters Scaled)
 EW5343
 EW5343                          SUPERSEDED SURVEY CONTROL
 EW5343
 EW5343  NGVD 29 (??/??/92)  475.844  (m)         1561.16   (f) ADJ UNCH    1 1
 EW5343
 EW5343.Superseded values are not recommended for survey control.
 EW5343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5343.See file dsdata.txt to determine how the superseded data were derived.
 EW5343
 EW5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU038125(NAD 83)
 EW5343_MARKER: DD = SURVEY DISK
 EW5343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5343_SP_SET: CONCRETE SLAB
 EW5343_STAMPING: 101-19 1969
 EW5343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5343
 EW5343  HISTORY     - Date     Condition        Report By
 EW5343  HISTORY     - 1969     MONUMENTED       CA-111
 EW5343  HISTORY     - 1977     GOOD             NGS
 EW5343
 EW5343                          STATION DESCRIPTION
 EW5343
 EW5343'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5343'AT OJAI.
 EW5343'9.45 MI EASTERLY ALONG HWY 150 FROM THE JUNCTION OF HWY 33, SET
 EW5343'A BRONZE DISK IN CONCRETE SLAB 0.5 FOOT WESTERLY OF FLAGPOLE
 EW5343'AT THE UPPER OJAI FIRE STATION.
 EW5343
 EW5343                          STATION RECOVERY (1977)
 EW5343
 EW5343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3306 ***********************************************************************
 AA3306  DESIGNATION -  101 19.2
 AA3306  PID         -  AA3306
 AA3306  STATE/COUNTY-  CA/LOS ANGELES
 AA3306  USGS QUAD   -  VAN NUYS (1972)
 AA3306
 AA3306                         *CURRENT SURVEY CONTROL
 AA3306  ___________________________________________________________________
 AA3306* NAD 83(1986)-  34 10 09.     (N)    118 30 00.     (W)     SCALED    
 AA3306* NAVD 88     -       223.599  (meters)     733.59   (feet)  ADJUSTED  
 AA3306  ___________________________________________________________________
 AA3306  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 AA3306  DYNAMIC HT  -         223.362 (meters)     732.81  (feet)  COMP
 AA3306  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 AA3306
 AA3306  VERT ORDER  -  FIRST     CLASS II
 AA3306
 AA3306.The horizontal coordinates were scaled from a topographic map and have
 AA3306.an estimated accuracy of +/- 6 seconds.
 AA3306
 AA3306.The orthometric height was determined by differential leveling
 AA3306.and adjusted in June 1995.
 AA3306
 AA3306.The geoid height was determined by GEOID03.
 AA3306
 AA3306.The dynamic height is computed by dividing the NAVD 88
 AA3306.geopotential number by the normal gravity value computed on the
 AA3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3306.degrees latitude (g = 980.6199 gals.).
 AA3306
 AA3306.The modeled gravity was interpolated from observed gravity values.
 AA3306
 AA3306;                    North         East    Units  Estimated Accuracy
 AA3306;SPC CA 5     -   574,340.    1,953,900.      MT  (+/- 180 meters Scaled)
 AA3306
 AA3306                          SUPERSEDED SURVEY CONTROL
 AA3306
 AA3306.No superseded survey control is available for this station.
 AA3306
 AA3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617819(NAD 83)
 AA3306_MARKER: DD = SURVEY DISK
 AA3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3306_STAMPING: LA 101 19.2 1992 LS 5679
 AA3306_MARK LOGO: CADT  
 AA3306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3306+STABILITY: SURFACE MOTION
 AA3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3306+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3306
 AA3306  HISTORY     - Date     Condition        Report By
 AA3306  HISTORY     - 1992     MONUMENTED       CADT
 AA3306  HISTORY     - 19940822 GOOD             NGS
 AA3306
 AA3306                          STATION DESCRIPTION
 AA3306
 AA3306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3306'0.2 KM (0.10 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3306'BALBOA BOULEVARD IN ENCINO, 80.4 M (263.8 FT) SOUTHEAST OF CALL BOX
 AA3306'NUMBER 101 19.3, 20.6 M (67.6 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AA3306'GUARDRAIL, 8.4 M (27.6 FT) NORTHEAST OF THE CENTER OF AN ON-RAMP, 4.7
 AA3306'M (15.4 FT) SOUTHWEST OF THE SOUTHBOUND FREEWAY FOG LINE, 1.5 M (4.9
 AA3306'FT) SOUTHEAST OF A WITNESS POST, 0.9 M (3.0 FT) SOUTHWEST OF THE
 AA3306'GUARDRAIL, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE FREEWAY, AND THE
 AA3306'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5325 ***********************************************************************
 EW5325  DESIGNATION -  101 2 V CO
 EW5325  PID         -  EW5325
 EW5325  STATE/COUNTY-  CA/VENTURA
 EW5325  USGS QUAD   -  OJAI (1988)
 EW5325
 EW5325                         *CURRENT SURVEY CONTROL
 EW5325  ___________________________________________________________________
 EW5325* NAD 83(1986)-  34 26 54.     (N)    119 14 03.     (W)     SCALED    
 EW5325* NAVD 88     -       230.689  (meters)     756.85   (feet)  READJUSTED
 EW5325  ___________________________________________________________________
 EW5325  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EW5325  DYNAMIC HT  -         230.440 (meters)     756.04  (feet)  COMP
 EW5325  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 EW5325
 EW5325  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5325
 EW5325.The horizontal coordinates were scaled from a topographic map and have
 EW5325.an estimated accuracy of +/- 6 seconds.
 EW5325
 EW5325.The orthometric height was determined by differential leveling
 EW5325.and adjusted in February 1993.
 EW5325.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5325.distribution rate of 0.0 thru 1.0 mm/km.
 EW5325.The height was derived from older observations constrained to new
 EW5325.heights in a crustal motion area.  The height is approximate in
 EW5325.relation to other heights in its vicinity.
 EW5325
 EW5325.The geoid height was determined by GEOID03.
 EW5325
 EW5325.The dynamic height is computed by dividing the NAVD 88
 EW5325.geopotential number by the normal gravity value computed on the
 EW5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5325.degrees latitude (g = 980.6199 gals.).
 EW5325
 EW5325.The modeled gravity was interpolated from observed gravity values.
 EW5325
 EW5325;                    North         East    Units  Estimated Accuracy
 EW5325;SPC CA 5     -   605,890.    1,886,590.      MT  (+/- 180 meters Scaled)
 EW5325
 EW5325                          SUPERSEDED SURVEY CONTROL
 EW5325
 EW5325  NGVD 29 (??/??/92)  229.917  (m)          754.32   (f) ADJ UNCH    1 1
 EW5325
 EW5325.Superseded values are not recommended for survey control.
 EW5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5325.See file dsdata.txt to determine how the superseded data were derived.
 EW5325
 EW5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU947141(NAD 83)
 EW5325_MARKER: DD = SURVEY DISK
 EW5325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5325_SP_SET: WALL
 EW5325_STAMPING: 1969 101-2
 EW5325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5325
 EW5325  HISTORY     - Date     Condition        Report By
 EW5325  HISTORY     - 1969     MONUMENTED       CA-111
 EW5325  HISTORY     - 1977     GOOD             NGS
 EW5325
 EW5325                          STATION DESCRIPTION
 EW5325
 EW5325'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5325'1.8 MI E FROM OJAI.
 EW5325'1.75 MILE EASTERLY ALONG HIGHWAY FROM THE JUNCTION HIGHWAY 33,
 EW5325'SET A BRASS DISK IN CONCRETE TOP 2 INCHES ABOVE GROUND AT THE
 EW5325'EASTERLY SIDE OF THE MAIN ENTRANCE ROAD TO SOULE PARK GOLF COURSE
 EW5325'AND AT THE INTERSECTION OF A CHAIN-LINK FENCE AND A CONCRETE
 EW5325'BLOCK WALL, 48 FEET SOUTHERLY OF WHITE STRIPE HIGHWAY 150, 35
 EW5325'FEET EASTERLY CENTER LINE OF ENTRANCE ROAD TO SOULE PARK.
 EW5325
 EW5325                          STATION RECOVERY (1977)
 EW5325
 EW5325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5344 ***********************************************************************
 EW5344  DESIGNATION -  101 20 V CO
 EW5344  PID         -  EW5344
 EW5344  STATE/COUNTY-  CA/VENTURA
 EW5344  USGS QUAD   -  OJAI (1988)
 EW5344
 EW5344                         *CURRENT SURVEY CONTROL
 EW5344  ___________________________________________________________________
 EW5344* NAD 83(1986)-  34 26 07.     (N)    119 07 51.     (W)     SCALED    
 EW5344* NAVD 88     -       454.040  (meters)    1489.63   (feet)  READJUSTED
 EW5344  ___________________________________________________________________
 EW5344  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EW5344  DYNAMIC HT  -         453.530 (meters)    1487.96  (feet)  COMP
 EW5344  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 EW5344  OBS GRAVITY -     979,497.4   (mgal)                       GRAV_OBS
 EW5344
 EW5344  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5344
 EW5344.The horizontal coordinates were scaled from a topographic map and have
 EW5344.an estimated accuracy of +/- 6 seconds.
 EW5344
 EW5344.The orthometric height was determined by differential leveling
 EW5344.and adjusted in February 1993.
 EW5344.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5344.distribution rate of 0.0 thru 1.0 mm/km.
 EW5344.The height was derived from older observations constrained to new
 EW5344.heights in a crustal motion area.  The height is approximate in
 EW5344.relation to other heights in its vicinity.
 EW5344
 EW5344.The geoid height was determined by GEOID03.
 EW5344
 EW5344.The dynamic height is computed by dividing the NAVD 88
 EW5344.geopotential number by the normal gravity value computed on the
 EW5344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5344.degrees latitude (g = 980.6199 gals.).
 EW5344
 EW5344.The modeled gravity was interpolated from observed gravity values.
 EW5344.The observed gravity was obtained from relative gravimeter ties
 EW5344.to the IGSN71 gravity network.
 EW5344
 EW5344;                    North         East    Units  Estimated Accuracy
 EW5344;SPC CA 5     -   604,330.    1,896,070.      MT  (+/- 180 meters Scaled)
 EW5344
 EW5344                          SUPERSEDED SURVEY CONTROL
 EW5344
 EW5344  NGVD 29 (??/??/92)  453.239  (m)         1487.00   (f) ADJ UNCH    1 1
 EW5344
 EW5344.Superseded values are not recommended for survey control.
 EW5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5344.See file dsdata.txt to determine how the superseded data were derived.
 EW5344
 EW5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU042124(NAD 83)
 EW5344_MARKER: DD = SURVEY DISK
 EW5344_SETTING: 0 = UNSPECIFIED SETTING
 EW5344_STAMPING: 101-20 1969
 EW5344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5344
 EW5344  HISTORY     - Date     Condition        Report By
 EW5344  HISTORY     - 1969     MONUMENTED       CA-111
 EW5344  HISTORY     - 1977     GOOD             NGS
 EW5344
 EW5344                          STATION DESCRIPTION
 EW5344
 EW5344'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5344'AT OJAI.
 EW5344'9.7 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS
 EW5344'DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY
 EW5344'0.25 MI SOUTHEASTERLY OF THE VENTURA CO. SUMMIT FIRE STATION
 EW5344'ALONG HWY 150, LOCATED ON THE NE SIDE OF HWY 150, AND NORTHERLY
 EW5344'OF THE DRIVEWAY TO 12993 SANTA PAULA-OJAI RD, (HWY 150), 19.5
 EW5344'FT EASTERLY CENTER LINE HWY 150, 13.5 FT SOUTHERLY OF 36 IN
 EW5344'OAK TREE.
 EW5344
 EW5344                          STATION RECOVERY (1977)
 EW5344
 EW5344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3303 ***********************************************************************
 AA3303  DESIGNATION -  101 20.7
 AA3303  PID         -  AA3303
 AA3303  STATE/COUNTY-  CA/LOS ANGELES
 AA3303  USGS QUAD   -  CANOGA PARK (1967)
 AA3303
 AA3303                         *CURRENT SURVEY CONTROL
 AA3303  ___________________________________________________________________
 AA3303* NAD 83(1986)-  34 10 16.     (N)    118 31 37.     (W)     SCALED    
 AA3303* NAVD 88     -       245.274  (meters)     804.70   (feet)  ADJUSTED  
 AA3303  ___________________________________________________________________
 AA3303  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AA3303  DYNAMIC HT  -         245.014 (meters)     803.85  (feet)  COMP
 AA3303  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 AA3303
 AA3303  VERT ORDER  -  FIRST     CLASS II
 AA3303
 AA3303.The horizontal coordinates were scaled from a topographic map and have
 AA3303.an estimated accuracy of +/- 6 seconds.
 AA3303
 AA3303.The orthometric height was determined by differential leveling
 AA3303.and adjusted in June 1995.
 AA3303
 AA3303.The geoid height was determined by GEOID03.
 AA3303
 AA3303.The dynamic height is computed by dividing the NAVD 88
 AA3303.geopotential number by the normal gravity value computed on the
 AA3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3303.degrees latitude (g = 980.6199 gals.).
 AA3303
 AA3303.The modeled gravity was interpolated from observed gravity values.
 AA3303
 AA3303;                    North         East    Units  Estimated Accuracy
 AA3303;SPC CA 5     -   574,570.    1,951,420.      MT  (+/- 180 meters Scaled)
 AA3303
 AA3303                          SUPERSEDED SURVEY CONTROL
 AA3303
 AA3303.No superseded survey control is available for this station.
 AA3303
 AA3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT592821(NAD 83)
 AA3303_MARKER: DD = SURVEY DISK
 AA3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3303_STAMPING: LA 101 20.7 1992 LS 5679
 AA3303_MARK LOGO: CADT  
 AA3303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3303+STABILITY: SURFACE MOTION
 AA3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3303+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3303
 AA3303  HISTORY     - Date     Condition        Report By
 AA3303  HISTORY     - 1994     MONUMENTED       CADT
 AA3303  HISTORY     - 19940822 GOOD             NGS
 AA3303
 AA3303                          STATION DESCRIPTION
 AA3303
 AA3303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3303'0.9 KM (0.55 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3303'RESEDA AVENUE IN TARZANA, 100.0 M (328.1 FT) EAST OF THE CENTER OF
 AA3303'LINDLEY AVENUE, 3.0 M (9.8 FT) SOUTH OF THE SOUTHBOUND FREEWAY FOG
 AA3303'LINE, 1.8 M (5.9 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 AA3303'LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 AA3303'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3302 ***********************************************************************
 AA3302  DESIGNATION -  101 20.9
 AA3302  PID         -  AA3302
 AA3302  STATE/COUNTY-  CA/LOS ANGELES
 AA3302  USGS QUAD   -  CANOGA PARK (1967)
 AA3302
 AA3302                         *CURRENT SURVEY CONTROL
 AA3302  ___________________________________________________________________
 AA3302* NAD 83(1986)-  34 10 17.     (N)    118 31 53.     (W)     SCALED    
 AA3302* NAVD 88     -       246.806  (meters)     809.73   (feet)  ADJUSTED  
 AA3302  ___________________________________________________________________
 AA3302  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AA3302  DYNAMIC HT  -         246.545 (meters)     808.87  (feet)  COMP
 AA3302  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 AA3302
 AA3302  VERT ORDER  -  FIRST     CLASS II
 AA3302
 AA3302.The horizontal coordinates were scaled from a topographic map and have
 AA3302.an estimated accuracy of +/- 6 seconds.
 AA3302
 AA3302.The orthometric height was determined by differential leveling
 AA3302.and adjusted in June 1995.
 AA3302
 AA3302.The geoid height was determined by GEOID03.
 AA3302
 AA3302.The dynamic height is computed by dividing the NAVD 88
 AA3302.geopotential number by the normal gravity value computed on the
 AA3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3302.degrees latitude (g = 980.6199 gals.).
 AA3302
 AA3302.The modeled gravity was interpolated from observed gravity values.
 AA3302
 AA3302;                    North         East    Units  Estimated Accuracy
 AA3302;SPC CA 5     -   574,600.    1,951,010.      MT  (+/- 180 meters Scaled)
 AA3302
 AA3302                          SUPERSEDED SURVEY CONTROL
 AA3302
 AA3302.No superseded survey control is available for this station.
 AA3302
 AA3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT588822(NAD 83)
 AA3302_MARKER: DD = SURVEY DISK
 AA3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3302_STAMPING: LA 101 20.9 1992 LS 5679
 AA3302_MARK LOGO: CADT  
 AA3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3302+STABILITY: SURFACE MOTION
 AA3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3302+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3302
 AA3302  HISTORY     - Date     Condition        Report By
 AA3302  HISTORY     - 1994     MONUMENTED       CADT
 AA3302  HISTORY     - 19940822 GOOD             NGS
 AA3302
 AA3302                          STATION DESCRIPTION
 AA3302
 AA3302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3302'0.5 KM (0.30 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3302'RESEDA AVENUE IN TARZANA, 10.4 M (34.1 FT) SOUTHEAST OF A WITNESS
 AA3302'POST, 4.6 M (15.1 FT) NORTHEAST OF THE CENTER OF THE SOUTHBOUND
 AA3302'FREEWAY ON-RAMP, 3.6 M (11.8 FT) SOUTHWEST OF THE FREEWAY FOG LINE,
 AA3302'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE FREEWAY, AND THE MONUMENT IS
 AA3302'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5305 ***********************************************************************
 EW5305  DESIGNATION -  101 21 V CO
 EW5305  PID         -  EW5305
 EW5305  STATE/COUNTY-  CA/VENTURA
 EW5305  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5305
 EW5305                         *CURRENT SURVEY CONTROL
 EW5305  ___________________________________________________________________
 EW5305* NAD 83(1986)-  34 25 49.     (N)    119 07 25.     (W)     SCALED    
 EW5305* NAVD 88     -       411.838  (meters)    1351.17   (feet)  READJUSTED
 EW5305  ___________________________________________________________________
 EW5305  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EW5305  DYNAMIC HT  -         411.370 (meters)    1349.64  (feet)  COMP
 EW5305  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 EW5305
 EW5305  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5305
 EW5305.The horizontal coordinates were scaled from a topographic map and have
 EW5305.an estimated accuracy of +/- 6 seconds.
 EW5305
 EW5305.The orthometric height was determined by differential leveling
 EW5305.and adjusted in February 1993.
 EW5305.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5305.distribution rate of 0.0 thru 1.0 mm/km.
 EW5305.The height was derived from older observations constrained to new
 EW5305.heights in a crustal motion area.  The height is approximate in
 EW5305.relation to other heights in its vicinity.
 EW5305
 EW5305.The geoid height was determined by GEOID03.
 EW5305
 EW5305.The dynamic height is computed by dividing the NAVD 88
 EW5305.geopotential number by the normal gravity value computed on the
 EW5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5305.degrees latitude (g = 980.6199 gals.).
 EW5305
 EW5305.The modeled gravity was interpolated from observed gravity values.
 EW5305
 EW5305;                    North         East    Units  Estimated Accuracy
 EW5305;SPC CA 5     -   603,770.    1,896,730.      MT  (+/- 180 meters Scaled)
 EW5305
 EW5305                          SUPERSEDED SURVEY CONTROL
 EW5305
 EW5305  NGVD 29 (??/??/92)  411.031  (m)         1348.52   (f) ADJ UNCH    1 1
 EW5305
 EW5305.Superseded values are not recommended for survey control.
 EW5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5305.See file dsdata.txt to determine how the superseded data were derived.
 EW5305
 EW5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU048119(NAD 83)
 EW5305_MARKER: DD = SURVEY DISK
 EW5305_SETTING: 0 = UNSPECIFIED SETTING
 EW5305_STAMPING: 101-21 1969
 EW5305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5305
 EW5305  HISTORY     - Date     Condition        Report By
 EW5305  HISTORY     - 1969     MONUMENTED       CA-111
 EW5305  HISTORY     - 1977     GOOD             NGS
 EW5305
 EW5305                          STATION DESCRIPTION
 EW5305
 EW5305'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5305'AT SANTA PAULA.
 EW5305'10.4 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET BRASS
 EW5305'DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED APPROXIMATELY
 EW5305'0.45 MI SOUTHEASTERLY OF THE INTERSECTION OF KOENIGSTEIN RD AND
 EW5305'HWY 150 ALONG HWY 150 AND ON THE SOUTHWESTERLY SIDE OF HWY 150
 EW5305'AND ON THE SOUTHWESTERLY SIDE OF HWY 150, 34 FT SOUTHWESTERLY
 EW5305'OF THE WHITE STRIPE AND 2.0 FT SE OF TELEPHONE POLE P-3166-Y.
 EW5305
 EW5305                          STATION RECOVERY (1977)
 EW5305
 EW5305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3300 ***********************************************************************
 AA3300  DESIGNATION -  101 21.8
 AA3300  PID         -  AA3300
 AA3300  STATE/COUNTY-  CA/LOS ANGELES
 AA3300  USGS QUAD   -  CANOGA PARK (1967)
 AA3300
 AA3300                         *CURRENT SURVEY CONTROL
 AA3300  ___________________________________________________________________
 AA3300* NAD 83(2007)-  34 10 23.60258(N)    118 32 39.90372(W)     ADJUSTED  
 AA3300* NAVD 88     -       247.700  (meters)     812.66   (feet)  ADJUSTED  
 AA3300  ___________________________________________________________________
 AA3300  EPOCH DATE  -        2007.00
 AA3300  X           -  -2,524,268.516 (meters)                     COMP
 AA3300  Y           -  -4,640,541.568 (meters)                     COMP
 AA3300  Z           -   3,562,479.489 (meters)                     COMP
 AA3300  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA3300  ELLIP HEIGHT-         212.906 (meters)          (02/10/07) ADJUSTED
 AA3300  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AA3300  DYNAMIC HT  -         247.437 (meters)     811.80  (feet)  COMP
 AA3300
 AA3300  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3300  Type    PID    Designation                      North   East  Ellip
 AA3300  -------------------------------------------------------------------
 AA3300  NETWORK AA3300 101 21.8                          0.67   1.25   5.72
 AA3300  -------------------------------------------------------------------
 AA3300  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 AA3300
 AA3300  VERT ORDER  -  FIRST     CLASS II
 AA3300
 AA3300.The horizontal coordinates were established by GPS observations
 AA3300.and adjusted by the National Geodetic Survey in February 2007.
 AA3300
 AA3300.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3300.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3300.The horizontal coordinates are valid at the epoch date displayed above.
 AA3300.The epoch date for horizontal control is a decimal equivalence
 AA3300.of Year/Month/Day.
 AA3300
 AA3300.The orthometric height was determined by differential leveling
 AA3300.and adjusted in June 1995.
 AA3300
 AA3300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3300
 AA3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3300
 AA3300.The ellipsoidal height was determined by GPS observations
 AA3300.and is referenced to NAD 83.
 AA3300
 AA3300.The geoid height was determined by GEOID03.
 AA3300
 AA3300.The dynamic height is computed by dividing the NAVD 88
 AA3300.geopotential number by the normal gravity value computed on the
 AA3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3300.degrees latitude (g = 980.6199 gals.).
 AA3300
 AA3300.The modeled gravity was interpolated from observed gravity values.
 AA3300
 AA3300;                    North         East     Units Scale Factor Converg.
 AA3300;SPC CA 5     -   574,813.479 1,949,808.030   MT  0.99997263   -0 18 37.2
 AA3300;SPC CA 5     - 1,885,867.22  6,396,995.18   sFT  0.99997263   -0 18 37.2
 AA3300;UTM  11      - 3,782,440.579   357,660.116   MT  0.99984975   -0 52 03.5
 AA3300
 AA3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3300!SPC CA 5     -   0.99996658  x   0.99997263  =   0.99993921
 AA3300!UTM  11      -   0.99996658  x   0.99984975  =   0.99981633
 AA3300
 AA3300                          SUPERSEDED SURVEY CONTROL
 AA3300
 AA3300  NAD 83(1994)-  34 10 23.59091(N)    118 32 39.89117(W) AD(1995.00) 1
 AA3300  ELLIP H (11/30/95)  212.926  (m)                       GP(1995.00) 4 2
 AA3300  NAVD 88 (11/30/95)  247.70   (m)          812.7    (f) LEVELING    3  
 AA3300
 AA3300.Superseded values are not recommended for survey control.
 AA3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3300.See file dsdata.txt to determine how the superseded data were derived.
 AA3300
 AA3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5766082441(NAD 83)
 AA3300_MARKER: DD = SURVEY DISK
 AA3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3300_STAMPING: LA 101 21.8 1992 LS 5679
 AA3300_MARK LOGO: CADT  
 AA3300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3300+STABILITY: SURFACE MOTION
 AA3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3300+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3300
 AA3300  HISTORY     - Date     Condition        Report By
 AA3300  HISTORY     - 1994     MONUMENTED       CADT
 AA3300  HISTORY     - 19940822 GOOD             NGS
 AA3300
 AA3300                          STATION DESCRIPTION
 AA3300
 AA3300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3300'IN TARZANA, AT THE INTERSECTION OF FREEWAY 101 AND WILBUR AVENUE, 27.5
 AA3300'M (90.2 FT) EAST OF THE CENTER OF THE AVENUE, 5.5 M (18.0 FT)
 AA3300'EAST-SOUTHEAST OF BENCH MARK 101 020, 3.8 M (12.5 FT) EAST OF THE EAST
 AA3300'END OF A GUARDRAIL OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE,
 AA3300'3.4 M (11.2 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE, 1.2 M
 AA3300'(3.9 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 AA3300'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3312 ***********************************************************************
 AA3312  DESIGNATION -  101 22
 AA3312  PID         -  AA3312
 AA3312  STATE/COUNTY-  CA/LOS ANGELES
 AA3312  USGS QUAD   -  VAN NUYS (1972)
 AA3312
 AA3312                         *CURRENT SURVEY CONTROL
 AA3312  ___________________________________________________________________
 AA3312* NAD 83(1986)-  34 09 24.     (N)    118 26 56.     (W)     SCALED    
 AA3312* NAVD 88     -       207.364  (meters)     680.33   (feet)  ADJUSTED  
 AA3312  ___________________________________________________________________
 AA3312  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AA3312  DYNAMIC HT  -         207.144 (meters)     679.60  (feet)  COMP
 AA3312  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 AA3312
 AA3312  VERT ORDER  -  FIRST     CLASS II
 AA3312
 AA3312.The horizontal coordinates were scaled from a topographic map and have
 AA3312.an estimated accuracy of +/- 6 seconds.
 AA3312
 AA3312.The orthometric height was determined by differential leveling
 AA3312.and adjusted in June 1995.
 AA3312
 AA3312.The geoid height was determined by GEOID03.
 AA3312
 AA3312.The dynamic height is computed by dividing the NAVD 88
 AA3312.geopotential number by the normal gravity value computed on the
 AA3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3312.degrees latitude (g = 980.6199 gals.).
 AA3312
 AA3312.The modeled gravity was interpolated from observed gravity values.
 AA3312
 AA3312;                    North         East    Units  Estimated Accuracy
 AA3312;SPC CA 5     -   572,930.    1,958,610.      MT  (+/- 180 meters Scaled)
 AA3312
 AA3312                          SUPERSEDED SURVEY CONTROL
 AA3312
 AA3312.No superseded survey control is available for this station.
 AA3312
 AA3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664804(NAD 83)
 AA3312_MARKER: DD = SURVEY DISK
 AA3312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3312_SP_SET: OVERPASS ABUTMENT
 AA3312_STAMPING: 101 22 1994
 AA3312_MARK LOGO: CADT  
 AA3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3312+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3312
 AA3312  HISTORY     - Date     Condition        Report By
 AA3312  HISTORY     - 1994     MONUMENTED       CADT
 AA3312  HISTORY     - 19940822 GOOD             NGS
 AA3312
 AA3312                          STATION DESCRIPTION
 AA3312
 AA3312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3312'IN SHERMAN OAKS, AT THE INTERSECTION OF FREEWAY 101 AND VAN NUYS
 AA3312'AVENUE, IN TOP OF AND 1.1 M (3.6 FT) NORTH OF THE SOUTH END OF THE
 AA3312'EAST CONCRETE ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE
 AA3312'AVENUE, 18.0 M (59.1 FT) EAST OF THE CENTER OF THE AVENUE, 13.9 M
 AA3312'(45.6 FT) WEST OF THE EAST END OF THE OVERPASS GUARDRAIL, AND 2.4 M
 AA3312'(7.9 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5306 ***********************************************************************
 EW5306  DESIGNATION -  101 22 V CO
 EW5306  PID         -  EW5306
 EW5306  STATE/COUNTY-  CA/VENTURA
 EW5306  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5306
 EW5306                         *CURRENT SURVEY CONTROL
 EW5306  ___________________________________________________________________
 EW5306* NAD 83(1986)-  34 25 43.     (N)    119 06 57.     (W)     SCALED    
 EW5306* NAVD 88     -       376.944  (meters)    1236.69   (feet)  READJUSTED
 EW5306  ___________________________________________________________________
 EW5306  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EW5306  DYNAMIC HT  -         376.510 (meters)    1235.27  (feet)  COMP
 EW5306  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 EW5306
 EW5306  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5306
 EW5306.The horizontal coordinates were scaled from a topographic map and have
 EW5306.an estimated accuracy of +/- 6 seconds.
 EW5306
 EW5306.The orthometric height was determined by differential leveling
 EW5306.and adjusted in February 1993.
 EW5306.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5306.distribution rate of 0.0 thru 1.0 mm/km.
 EW5306.The height was derived from older observations constrained to new
 EW5306.heights in a crustal motion area.  The height is approximate in
 EW5306.relation to other heights in its vicinity.
 EW5306
 EW5306.The geoid height was determined by GEOID03.
 EW5306
 EW5306.The dynamic height is computed by dividing the NAVD 88
 EW5306.geopotential number by the normal gravity value computed on the
 EW5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5306.degrees latitude (g = 980.6199 gals.).
 EW5306
 EW5306.The modeled gravity was interpolated from observed gravity values.
 EW5306
 EW5306;                    North         East    Units  Estimated Accuracy
 EW5306;SPC CA 5     -   603,580.    1,897,440.      MT  (+/- 180 meters Scaled)
 EW5306
 EW5306                          SUPERSEDED SURVEY CONTROL
 EW5306
 EW5306  NGVD 29 (??/??/92)  376.137  (m)         1234.04   (f) ADJ UNCH    1 1
 EW5306
 EW5306.Superseded values are not recommended for survey control.
 EW5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5306.See file dsdata.txt to determine how the superseded data were derived.
 EW5306
 EW5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU055117(NAD 83)
 EW5306_MARKER: DD = SURVEY DISK
 EW5306_SETTING: 0 = UNSPECIFIED SETTING
 EW5306_STAMPING: 101-22 1969
 EW5306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5306
 EW5306  HISTORY     - Date     Condition        Report By
 EW5306  HISTORY     - 1969     MONUMENTED       CA-111
 EW5306  HISTORY     - 1977     GOOD             NGS
 EW5306
 EW5306                          STATION DESCRIPTION
 EW5306
 EW5306'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5306'AT SANTA PAULA.
 EW5306'10.95 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, STANDARD
 EW5306'VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE LOCATED IN TOP
 EW5306'OF 4 FT. PLUS OR MINUS BANK, 26 FT SOUTHERLY OF CENTERLINE
 EW5306'OF ROADWAY, 65 FT EASTERLY OF MILE MARKER 27.08, 52 FT EASTERLY
 EW5306'OF POWER POLE X5788E.
 EW5306
 EW5306                          STATION RECOVERY (1977)
 EW5306
 EW5306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3297 ***********************************************************************
 AA3297  DESIGNATION -  101 22.4
 AA3297  PID         -  AA3297
 AA3297  STATE/COUNTY-  CA/LOS ANGELES
 AA3297  USGS QUAD   -  CANOGA PARK (1967)
 AA3297
 AA3297                         *CURRENT SURVEY CONTROL
 AA3297  ___________________________________________________________________
 AA3297* NAD 83(1986)-  34 10 24.     (N)    118 33 20.     (W)     SCALED    
 AA3297* NAVD 88     -       246.377  (meters)     808.32   (feet)  ADJUSTED  
 AA3297  ___________________________________________________________________
 AA3297  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA3297  DYNAMIC HT  -         246.115 (meters)     807.46  (feet)  COMP
 AA3297  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 AA3297
 AA3297  VERT ORDER  -  FIRST     CLASS II
 AA3297
 AA3297.The horizontal coordinates were scaled from a topographic map and have
 AA3297.an estimated accuracy of +/- 6 seconds.
 AA3297
 AA3297.The orthometric height was determined by differential leveling
 AA3297.and adjusted in June 1995.
 AA3297
 AA3297.The geoid height was determined by GEOID03.
 AA3297
 AA3297.The dynamic height is computed by dividing the NAVD 88
 AA3297.geopotential number by the normal gravity value computed on the
 AA3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3297.degrees latitude (g = 980.6199 gals.).
 AA3297
 AA3297.The modeled gravity was interpolated from observed gravity values.
 AA3297
 AA3297;                    North         East    Units  Estimated Accuracy
 AA3297;SPC CA 5     -   574,830.    1,948,780.      MT  (+/- 180 meters Scaled)
 AA3297
 AA3297                          SUPERSEDED SURVEY CONTROL
 AA3297
 AA3297.No superseded survey control is available for this station.
 AA3297
 AA3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT566824(NAD 83)
 AA3297_MARKER: DD = SURVEY DISK
 AA3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3297_STAMPING: LA 101 22.4 1992 LS 5679
 AA3297_MARK LOGO: CADT  
 AA3297_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3297+STABILITY: SURFACE MOTION
 AA3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3297+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3297
 AA3297  HISTORY     - Date     Condition        Report By
 AA3297  HISTORY     - 1994     MONUMENTED       CADT
 AA3297  HISTORY     - 19940822 GOOD             NGS
 AA3297
 AA3297                          STATION DESCRIPTION
 AA3297
 AA3297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3297'0.6 KM (0.35 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3297'CORBIN AVENUE IN TARZANA, 5.0 M (16.4 FT) NORTH OF THE CENTER OF THE
 AA3297'SOUTHBOUND OFF-RAMP LEADING TO TAMPA AVENUE, 4.1 M (13.5 FT) SOUTH OF
 AA3297'THE FREEWAY FOG LINE, 0.8 M (2.6 FT) WEST-NORTHWEST OF A WITNESS POST,
 AA3297'0.8 M (2.6 FT) SOUTH OF A CURB, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AA3297'FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AA3297'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3314 ***********************************************************************
 AA3314  DESIGNATION -  101 23
 AA3314  PID         -  AA3314
 AA3314  STATE/COUNTY-  CA/LOS ANGELES
 AA3314  USGS QUAD   -  VAN NUYS (1972)
 AA3314
 AA3314                         *CURRENT SURVEY CONTROL
 AA3314  ___________________________________________________________________
 AA3314* NAD 83(1986)-  34 09 20.     (N)    118 26 22.     (W)     SCALED    
 AA3314* NAVD 88     -       204.098  (meters)     669.61   (feet)  ADJUSTED  
 AA3314  ___________________________________________________________________
 AA3314  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AA3314  DYNAMIC HT  -         203.882 (meters)     668.90  (feet)  COMP
 AA3314  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 AA3314
 AA3314  VERT ORDER  -  FIRST     CLASS II
 AA3314
 AA3314.The horizontal coordinates were scaled from a topographic map and have
 AA3314.an estimated accuracy of +/- 6 seconds.
 AA3314
 AA3314.The orthometric height was determined by differential leveling
 AA3314.and adjusted in June 1995.
 AA3314
 AA3314.The geoid height was determined by GEOID03.
 AA3314
 AA3314.The dynamic height is computed by dividing the NAVD 88
 AA3314.geopotential number by the normal gravity value computed on the
 AA3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3314.degrees latitude (g = 980.6199 gals.).
 AA3314
 AA3314.The modeled gravity was interpolated from observed gravity values.
 AA3314
 AA3314;                    North         East    Units  Estimated Accuracy
 AA3314;SPC CA 5     -   572,810.    1,959,480.      MT  (+/- 180 meters Scaled)
 AA3314
 AA3314                          SUPERSEDED SURVEY CONTROL
 AA3314
 AA3314.No superseded survey control is available for this station.
 AA3314
 AA3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT673803(NAD 83)
 AA3314_MARKER: DD = SURVEY DISK
 AA3314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3314_SP_SET: OVERPASS ABUTMENT
 AA3314_STAMPING: 101 23 1994
 AA3314_MARK LOGO: CADT  
 AA3314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3314+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3314
 AA3314  HISTORY     - Date     Condition        Report By
 AA3314  HISTORY     - 1994     MONUMENTED       CADT
 AA3314  HISTORY     - 19940822 GOOD             NGS
 AA3314
 AA3314                          STATION DESCRIPTION
 AA3314
 AA3314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3314'IN SHERMAN OAKS, AT THE INTERSECTION OF FREEWAY 101 AND HAZELTINE
 AA3314'AVENUE, IN TOP OF AND 1.4 M (4.6 FT) NORTH OF THE SOUTH END OF THE
 AA3314'EAST CONCRETE ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE
 AA3314'AVENUE AND THE LOS ANGELES RIVER, 14.7 M (48.2 FT) WEST OF THE EAST
 AA3314'END OF THE SOUTH OVERPASS PARAPET, 13.0 M (42.7 FT) EAST OF THE CENTER
 AA3314'OF THE AVENUE, 1.9 M (6.2 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG
 AA3314'LINE, AND 0.6 M (2.0 FT) NORTH OF THE PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5307 ***********************************************************************
 EW5307  DESIGNATION -  101 23 V CO
 EW5307  PID         -  EW5307
 EW5307  STATE/COUNTY-  CA/VENTURA
 EW5307  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5307
 EW5307                         *CURRENT SURVEY CONTROL
 EW5307  ___________________________________________________________________
 EW5307* NAD 83(1986)-  34 25 37.     (N)    119 06 26.     (W)     SCALED    
 EW5307* NAVD 88     -       355.637  (meters)    1166.79   (feet)  READJUSTED
 EW5307  ___________________________________________________________________
 EW5307  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW5307  DYNAMIC HT  -         355.240 (meters)    1165.48  (feet)  COMP
 EW5307  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 EW5307
 EW5307  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5307
 EW5307.The horizontal coordinates were scaled from a topographic map and have
 EW5307.an estimated accuracy of +/- 6 seconds.
 EW5307
 EW5307.The orthometric height was determined by differential leveling
 EW5307.and adjusted in February 1993.
 EW5307.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5307.distribution rate of 0.0 thru 1.0 mm/km.
 EW5307.The height was derived from older observations constrained to new
 EW5307.heights in a crustal motion area.  The height is approximate in
 EW5307.relation to other heights in its vicinity.
 EW5307
 EW5307.The geoid height was determined by GEOID03.
 EW5307
 EW5307.The dynamic height is computed by dividing the NAVD 88
 EW5307.geopotential number by the normal gravity value computed on the
 EW5307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5307.degrees latitude (g = 980.6199 gals.).
 EW5307
 EW5307.The modeled gravity was interpolated from observed gravity values.
 EW5307
 EW5307;                    North         East    Units  Estimated Accuracy
 EW5307;SPC CA 5     -   603,380.    1,898,230.      MT  (+/- 180 meters Scaled)
 EW5307
 EW5307                          SUPERSEDED SURVEY CONTROL
 EW5307
 EW5307  NGVD 29 (??/??/92)  354.838  (m)         1164.16   (f) ADJ UNCH    1 1
 EW5307
 EW5307.Superseded values are not recommended for survey control.
 EW5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5307.See file dsdata.txt to determine how the superseded data were derived.
 EW5307
 EW5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU063115(NAD 83)
 EW5307_MARKER: DD = SURVEY DISK
 EW5307_SETTING: 0 = UNSPECIFIED SETTING
 EW5307_STAMPING: 1969 101-23
 EW5307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5307
 EW5307  HISTORY     - Date     Condition        Report By
 EW5307  HISTORY     - 1969     MONUMENTED       CA-111
 EW5307  HISTORY     - 1977     GOOD             NGS
 EW5307  HISTORY     - 20051015 MARK NOT FOUND   CADT
 EW5307  HISTORY     - 20051130 MARK NOT FOUND   CADT
 EW5307
 EW5307                          STATION DESCRIPTION
 EW5307
 EW5307'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5307'11.4 MI E FROM SANTA PAULA.
 EW5307'11.45 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY
 EW5307'33, SET BRASS DISK IN CONCRETE WITH TOP 2 INCHES ABOVE GROUND,
 EW5307'LOCATED APPROXIMATELY 1.0 MILE SOUTHEASTERLY OF THE INTERSECTION
 EW5307'OF KOENIGSTEIN ROAD AND HIGHWAY 150, AT THE ENTRANCE TO CAMP
 EW5307'BARLETT, 31 FEET NORTHERLY WHITE STRIPE OF HIGHWAY 150, 39
 EW5307'FEET EASTERLY POWER POLE NO. 5581-E.
 EW5307
 EW5307                          STATION RECOVERY (1977)
 EW5307
 EW5307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5307'RECOVERED IN GOOD CONDITION.
 EW5307
 EW5307                          STATION RECOVERY (2005)
 EW5307
 EW5307'RECOVERY NOTE BY CALTRANS 2005 (KL)
 EW5307'ADDITIONAL INFO FOR PREVIOUS RECOVERY REPORT
 EW5307' 
 EW5307'ALSO SET 4 1/2 BRASS DISK STAMPED CALIF. DEPT. OF TRANSPORTATION ON
 EW5307'TOP OF NEW PERMENANT CONCRETE BARRIER. DISK WAS SET NEAR ORIGINAL
 EW5307'LOCATION OF BM 101-23.
 EW5307
 EW5307                          STATION RECOVERY (2005)
 EW5307
 EW5307'RECOVERY NOTE BY CALTRANS 2005 (KL)
 EW5307'THE MONUMENT HAS BEEN DESTROYED
 EW5307' 
 EW5307'WAS FOUND OUT OF POSITION APPROX 11/2005 LIKELY DUE TO FLOODING OF
 EW5307'WINTER 2005. MONUMENT WAS LATER COMPLETLY REMOVED DURING EMERGENCY
 EW5307'SLOPE REPAIR BY CALTRANS.
 EW5307' 
 EW5307'SORRY, NO PROOF AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3294 ***********************************************************************
 AA3294  DESIGNATION -  101 23.5
 AA3294  PID         -  AA3294
 AA3294  STATE/COUNTY-  CA/LOS ANGELES
 AA3294  USGS QUAD   -  CANOGA PARK (1967)
 AA3294
 AA3294                         *CURRENT SURVEY CONTROL
 AA3294  ___________________________________________________________________
 AA3294* NAD 83(1986)-  34 10 15.     (N)    118 34 30.     (W)     SCALED    
 AA3294* NAVD 88     -       266.615  (meters)     874.72   (feet)  ADJUSTED  
 AA3294  ___________________________________________________________________
 AA3294  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AA3294  DYNAMIC HT  -         266.331 (meters)     873.79  (feet)  COMP
 AA3294  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 AA3294
 AA3294  VERT ORDER  -  FIRST     CLASS II
 AA3294
 AA3294.The horizontal coordinates were scaled from a topographic map and have
 AA3294.an estimated accuracy of +/- 6 seconds.
 AA3294
 AA3294.The orthometric height was determined by differential leveling
 AA3294.and adjusted in June 1995.
 AA3294
 AA3294.The geoid height was determined by GEOID03.
 AA3294
 AA3294.The dynamic height is computed by dividing the NAVD 88
 AA3294.geopotential number by the normal gravity value computed on the
 AA3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3294.degrees latitude (g = 980.6199 gals.).
 AA3294
 AA3294.The modeled gravity was interpolated from observed gravity values.
 AA3294
 AA3294;                    North         East    Units  Estimated Accuracy
 AA3294;SPC CA 5     -   574,560.    1,946,990.      MT  (+/- 180 meters Scaled)
 AA3294
 AA3294                          SUPERSEDED SURVEY CONTROL
 AA3294
 AA3294.No superseded survey control is available for this station.
 AA3294
 AA3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT548822(NAD 83)
 AA3294_MARKER: DD = SURVEY DISK
 AA3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3294_STAMPING: LA 101 23.5 1992 LS 5679
 AA3294_MARK LOGO: CADT  
 AA3294_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3294+STABILITY: SURFACE MOTION
 AA3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3294+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3294
 AA3294  HISTORY     - Date     Condition        Report By
 AA3294  HISTORY     - 1992     MONUMENTED       CADT
 AA3294  HISTORY     - 19940822 GOOD             NGS
 AA3294
 AA3294                          STATION DESCRIPTION
 AA3294
 AA3294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3294'1.3 KM (0.80 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3294'DESOTO AVENUE IN WOODLAND HILLS, 27.6 M (90.6 FT) WEST OF STREET LIGHT
 AA3294'POLE NUMBER 23.461, 4.8 M (15.7 FT) SOUTH OF THE SOUTH EDGE OF THE
 AA3294'SOUTHBOUND FREEWAY, 3.5 M (11.5 FT) SOUTH OF THE FOG LINE OF THE
 AA3294'OFF-RAMP LEADING TO WINNETKA AVENUE, 1.0 M (3.3 FT) NORTH OF A WITNESS
 AA3294'POST, 0.5 M (1.6 FT) SOUTH OF A CURB, 0.2 M (0.7 FT) BELOW THE LEVEL
 AA3294'OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AA3294'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3293 ***********************************************************************
 AA3293  DESIGNATION -  101 23.9
 AA3293  PID         -  AA3293
 AA3293  STATE/COUNTY-  CA/LOS ANGELES
 AA3293  USGS QUAD   -  CANOGA PARK (1967)
 AA3293
 AA3293                         *CURRENT SURVEY CONTROL
 AA3293  ___________________________________________________________________
 AA3293* NAD 83(1986)-  34 10 06.     (N)    118 34 55.     (W)     SCALED    
 AA3293* NAVD 88     -       285.073  (meters)     935.28   (feet)  ADJUSTED  
 AA3293  ___________________________________________________________________
 AA3293  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3293  DYNAMIC HT  -         284.769 (meters)     934.28  (feet)  COMP
 AA3293  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 AA3293
 AA3293  VERT ORDER  -  FIRST     CLASS II
 AA3293
 AA3293.The horizontal coordinates were scaled from a topographic map and have
 AA3293.an estimated accuracy of +/- 6 seconds.
 AA3293
 AA3293.The orthometric height was determined by differential leveling
 AA3293.and adjusted in June 1995.
 AA3293
 AA3293.The geoid height was determined by GEOID03.
 AA3293
 AA3293.The dynamic height is computed by dividing the NAVD 88
 AA3293.geopotential number by the normal gravity value computed on the
 AA3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3293.degrees latitude (g = 980.6199 gals.).
 AA3293
 AA3293.The modeled gravity was interpolated from observed gravity values.
 AA3293
 AA3293;                    North         East    Units  Estimated Accuracy
 AA3293;SPC CA 5     -   574,290.    1,946,350.      MT  (+/- 180 meters Scaled)
 AA3293
 AA3293                          SUPERSEDED SURVEY CONTROL
 AA3293
 AA3293.No superseded survey control is available for this station.
 AA3293
 AA3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT541819(NAD 83)
 AA3293_MARKER: DD = SURVEY DISK
 AA3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3293_STAMPING: LA 101 23.9 1992 LS 5679
 AA3293_MARK LOGO: CADT  
 AA3293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3293+STABILITY: SURFACE MOTION
 AA3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3293+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3293
 AA3293  HISTORY     - Date     Condition        Report By
 AA3293  HISTORY     - 1992     MONUMENTED       CADT
 AA3293  HISTORY     - 19940822 GOOD             NGS
 AA3293  HISTORY     - 20050626 MARK NOT FOUND   USPSQD
 AA3293
 AA3293                          STATION DESCRIPTION
 AA3293
 AA3293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3293'0.6 KM (0.35 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3293'DESOTO AVENUE IN WOODLAND HILLS, 45.6 M (149.6 FT) WEST OF A FREEWAY
 AA3293'INFORMATION SIGN (LA PIERCE COLLEGE NEXT RIGHT) , 3.7 M (12.1 FT)
 AA3293'SOUTH OF THE SOUTHBOUND FREEWAY FOG LINE, 1.0 M (3.3 FT) NORTH OF A
 AA3293'WITNESS POST, 0.4 M (1.3 FT) SOUTH OF A CURB, 0.2 M (0.7 FT) ABOVE THE
 AA3293'LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 AA3293'BELOW THE GROUND SURFACE.
 AA3293
 AA3293                          STATION RECOVERY (2005)
 AA3293
 AA3293'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AA3293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3316 ***********************************************************************
 AA3316  DESIGNATION -  101 24
 AA3316  PID         -  AA3316
 AA3316  STATE/COUNTY-  CA/LOS ANGELES
 AA3316  USGS QUAD   -  VAN NUYS (1972)
 AA3316
 AA3316                         *CURRENT SURVEY CONTROL
 AA3316  ___________________________________________________________________
 AA3316* NAD 83(1986)-  34 09 23.     (N)    118 25 21.     (W)     SCALED    
 AA3316* NAVD 88     -       202.018  (meters)     662.79   (feet)  ADJUSTED  
 AA3316  ___________________________________________________________________
 AA3316  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AA3316  DYNAMIC HT  -         201.804 (meters)     662.09  (feet)  COMP
 AA3316  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 AA3316
 AA3316  VERT ORDER  -  FIRST     CLASS II
 AA3316
 AA3316.The horizontal coordinates were scaled from a topographic map and have
 AA3316.an estimated accuracy of +/- 6 seconds.
 AA3316
 AA3316.The orthometric height was determined by differential leveling
 AA3316.and adjusted in June 1995.
 AA3316
 AA3316.The geoid height was determined by GEOID03.
 AA3316
 AA3316.The dynamic height is computed by dividing the NAVD 88
 AA3316.geopotential number by the normal gravity value computed on the
 AA3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3316.degrees latitude (g = 980.6199 gals.).
 AA3316
 AA3316.The modeled gravity was interpolated from observed gravity values.
 AA3316
 AA3316;                    North         East    Units  Estimated Accuracy
 AA3316;SPC CA 5     -   572,890.    1,961,040.      MT  (+/- 180 meters Scaled)
 AA3316
 AA3316                          SUPERSEDED SURVEY CONTROL
 AA3316
 AA3316.No superseded survey control is available for this station.
 AA3316
 AA3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688804(NAD 83)
 AA3316_MARKER: DD = SURVEY DISK
 AA3316_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3316_SP_SET: OVERPASS ABUTMENT
 AA3316_STAMPING: 101 24 1994
 AA3316_MARK LOGO: CADT  
 AA3316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3316+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3316
 AA3316  HISTORY     - Date     Condition        Report By
 AA3316  HISTORY     - 1994     MONUMENTED       CADT
 AA3316  HISTORY     - 19940822 GOOD             NGS
 AA3316
 AA3316                          STATION DESCRIPTION
 AA3316
 AA3316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3316'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 101 AND FULTON AVENUE,
 AA3316'IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF THE WEST
 AA3316'CONCRETE ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE,
 AA3316'13.8 M (45.3 FT) WEST OF THE CENTER OF THE AVENUE, 1.7 M (5.6 FT)
 AA3316'SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE, AND 0.4 M (1.3 FT) NORTH
 AA3316'OF THE OVERPASS PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5308 ***********************************************************************
 EW5308  DESIGNATION -  101 24 V CO
 EW5308  PID         -  EW5308
 EW5308  STATE/COUNTY-  CA/VENTURA
 EW5308  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5308
 EW5308                         *CURRENT SURVEY CONTROL
 EW5308  ___________________________________________________________________
 EW5308* NAD 83(1986)-  34 25 37.     (N)    119 06 02.     (W)     SCALED    
 EW5308* NAVD 88     -       323.535  (meters)    1061.46   (feet)  READJUSTED
 EW5308  ___________________________________________________________________
 EW5308  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW5308  DYNAMIC HT  -         323.170 (meters)    1060.27  (feet)  COMP
 EW5308  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 EW5308  OBS GRAVITY -     979,514.2   (mgal)                       GRAV_OBS
 EW5308
 EW5308  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5308
 EW5308.The horizontal coordinates were scaled from a topographic map and have
 EW5308.an estimated accuracy of +/- 6 seconds.
 EW5308
 EW5308.The orthometric height was determined by differential leveling
 EW5308.and adjusted in February 1993.
 EW5308.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5308.distribution rate of 0.0 thru 1.0 mm/km.
 EW5308.The height was derived from older observations constrained to new
 EW5308.heights in a crustal motion area.  The height is approximate in
 EW5308.relation to other heights in its vicinity.
 EW5308
 EW5308.The geoid height was determined by GEOID03.
 EW5308
 EW5308.The dynamic height is computed by dividing the NAVD 88
 EW5308.geopotential number by the normal gravity value computed on the
 EW5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5308.degrees latitude (g = 980.6199 gals.).
 EW5308
 EW5308.The modeled gravity was interpolated from observed gravity values.
 EW5308.The observed gravity was obtained from relative gravimeter ties
 EW5308.to the IGSN71 gravity network.
 EW5308
 EW5308;                    North         East    Units  Estimated Accuracy
 EW5308;SPC CA 5     -   603,380.    1,898,850.      MT  (+/- 180 meters Scaled)
 EW5308
 EW5308                          SUPERSEDED SURVEY CONTROL
 EW5308
 EW5308  NGVD 29 (??/??/92)  322.738  (m)         1058.85   (f) ADJ UNCH    1 1
 EW5308
 EW5308.Superseded values are not recommended for survey control.
 EW5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5308.See file dsdata.txt to determine how the superseded data were derived.
 EW5308
 EW5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU069114(NAD 83)
 EW5308_MARKER: DD = SURVEY DISK
 EW5308_SETTING: 0 = UNSPECIFIED SETTING
 EW5308_STAMPING: 1969 101-24
 EW5308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5308
 EW5308  HISTORY     - Date     Condition        Report By
 EW5308  HISTORY     - 1969     MONUMENTED       CA-111
 EW5308  HISTORY     - 1977     GOOD             NGS
 EW5308
 EW5308                          STATION DESCRIPTION
 EW5308
 EW5308'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5308'11.8 MI E FROM SANTA PAULA.
 EW5308'11.85 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY
 EW5308'33, SET BRASS DISK IN CONCRETE WITH TOP 2 INCHES ABOVE GROUND,
 EW5308'LOCATED APPROXIMATELY 1.40 MILES SOUTHEASTERLY OF THE INTERSECTION
 EW5308'OF KOENIGSTEIN ROAD AND HIGHWAY 150 AND ON THE NORTHERLY SIDE
 EW5308'OF HIGHWAY 150 AND WEST OF HOUSE NUMBERS 15303 - 15369 - 15501
 EW5308'- 15583 -- SANTA PAULA-OJAI ROAD (HIGHWAY 150) ENTRANCE ROAD,
 EW5308'26 FEET NORTHERLY WHITE STRIPE HIGHWAY 150, 11 FEET EASTERLY
 EW5308'TELEPHONE POLE NO. P3117Y, 10 FEET NORTHERLY OF 30 INCH OAK TREE.
 EW5308
 EW5308                          STATION RECOVERY (1977)
 EW5308
 EW5308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3292 ***********************************************************************
 AA3292  DESIGNATION -  101 24.2
 AA3292  PID         -  AA3292
 AA3292  STATE/COUNTY-  CA/LOS ANGELES
 AA3292  USGS QUAD   -  CANOGA PARK (1967)
 AA3292
 AA3292                         *CURRENT SURVEY CONTROL
 AA3292  ___________________________________________________________________
 AA3292* NAD 83(1986)-  34 10 11.     (N)    118 35 15.     (W)     SCALED    
 AA3292* NAVD 88     -       282.214  (meters)     925.90   (feet)  ADJUSTED  
 AA3292  ___________________________________________________________________
 AA3292  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3292  DYNAMIC HT  -         281.913 (meters)     924.91  (feet)  COMP
 AA3292  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 AA3292
 AA3292  VERT ORDER  -  FIRST     CLASS II
 AA3292
 AA3292.The horizontal coordinates were scaled from a topographic map and have
 AA3292.an estimated accuracy of +/- 6 seconds.
 AA3292
 AA3292.The orthometric height was determined by differential leveling
 AA3292.and adjusted in June 1995.
 AA3292
 AA3292.The geoid height was determined by GEOID03.
 AA3292
 AA3292.The dynamic height is computed by dividing the NAVD 88
 AA3292.geopotential number by the normal gravity value computed on the
 AA3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3292.degrees latitude (g = 980.6199 gals.).
 AA3292
 AA3292.The modeled gravity was interpolated from observed gravity values.
 AA3292
 AA3292;                    North         East    Units  Estimated Accuracy
 AA3292;SPC CA 5     -   574,450.    1,945,830.      MT  (+/- 180 meters Scaled)
 AA3292
 AA3292                          SUPERSEDED SURVEY CONTROL
 AA3292
 AA3292.No superseded survey control is available for this station.
 AA3292
 AA3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT536821(NAD 83)
 AA3292_MARKER: DD = SURVEY DISK
 AA3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3292_STAMPING: LA 101 24.2 1992 LS 5679
 AA3292_MARK LOGO: CADT  
 AA3292_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3292+STABILITY: SURFACE MOTION
 AA3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3292+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3292
 AA3292  HISTORY     - Date     Condition        Report By
 AA3292  HISTORY     - 1992     MONUMENTED       CADT
 AA3292  HISTORY     - 19940822 GOOD             NGS
 AA3292  HISTORY     - 20050626 MARK NOT FOUND   USPSQD
 AA3292
 AA3292                          STATION DESCRIPTION
 AA3292
 AA3292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3292'0.1 KM (0.05 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3292'DESOTO AVENUE IN WOODLAND HILLS, 11.9 M (39.0 FT) NORTH OF THE CENTER
 AA3292'OF THE SOUTHBOUND FREEWAY ON-RAMP, 3.9 M (12.8 FT) SOUTH OF AND LEVEL
 AA3292'WITH THE FREEWAY FOG LINE, 1.9 M (6.2 FT) EAST OF THE CENTER OF 2
 AA3292'UNDERGROUND CABLE JUNCTION BOXES, 0.9 M (3.0 FT) WEST OF A WITNESS
 AA3292'POST, 0.7 M (2.3 FT) SOUTH OF A CURB, AND THE MONUMENT IS FLUSH WITH
 AA3292'THE GROUND SURFACE.
 AA3292
 AA3292                          STATION RECOVERY (2005)
 AA3292
 AA3292'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AA3292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3290 ***********************************************************************
 AA3290  DESIGNATION -  101 24.6
 AA3290  PID         -  AA3290
 AA3290  STATE/COUNTY-  CA/LOS ANGELES
 AA3290  USGS QUAD   -  CANOGA PARK (1967)
 AA3290
 AA3290                         *CURRENT SURVEY CONTROL
 AA3290  ___________________________________________________________________
 AA3290* NAD 83(1986)-  34 10 06.     (N)    118 35 36.     (W)     SCALED    
 AA3290* NAVD 88     -       274.102  (meters)     899.28   (feet)  ADJUSTED  
 AA3290  ___________________________________________________________________
 AA3290  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3290  DYNAMIC HT  -         273.809 (meters)     898.32  (feet)  COMP
 AA3290  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 AA3290
 AA3290  VERT ORDER  -  FIRST     CLASS II
 AA3290
 AA3290.The horizontal coordinates were scaled from a topographic map and have
 AA3290.an estimated accuracy of +/- 6 seconds.
 AA3290
 AA3290.The orthometric height was determined by differential leveling
 AA3290.and adjusted in June 1995.
 AA3290
 AA3290.The geoid height was determined by GEOID03.
 AA3290
 AA3290.The dynamic height is computed by dividing the NAVD 88
 AA3290.geopotential number by the normal gravity value computed on the
 AA3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3290.degrees latitude (g = 980.6199 gals.).
 AA3290
 AA3290.The modeled gravity was interpolated from observed gravity values.
 AA3290
 AA3290;                    North         East    Units  Estimated Accuracy
 AA3290;SPC CA 5     -   574,300.    1,945,300.      MT  (+/- 180 meters Scaled)
 AA3290
 AA3290                          SUPERSEDED SURVEY CONTROL
 AA3290
 AA3290.No superseded survey control is available for this station.
 AA3290
 AA3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT531819(NAD 83)
 AA3290_MARKER: DD = SURVEY DISK
 AA3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3290_STAMPING: LA 101 24.6 1992 LS 5679
 AA3290_MARK LOGO: CADT  
 AA3290_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3290+STABILITY: SURFACE MOTION
 AA3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3290+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3290
 AA3290  HISTORY     - Date     Condition        Report By
 AA3290  HISTORY     - 1992     MONUMENTED       CADT
 AA3290  HISTORY     - 19940822 GOOD             NGS
 AA3290
 AA3290                          STATION DESCRIPTION
 AA3290
 AA3290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3290'0.3 KM (0.20 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3290'CANOGA AVENUE IN WOODLAND HILLS, 4.3 M (14.1 FT) SOUTH OF THE
 AA3290'SOUTHBOUND FREEWAY FOG LINE, 1.6 M (5.2 FT) EAST OF STREET LIGHT POLE
 AA3290'NUMBER 24601, 0.9 M (3.0 FT) EAST-SOUTHEAST OF A WITNESS POST, 0.8 M
 AA3290'(2.6 FT) SOUTH OF A CURB, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AA3290'FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AA3290'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3288 ***********************************************************************
 AA3288  DESIGNATION -  101 24.9
 AA3288  PID         -  AA3288
 AA3288  STATE/COUNTY-  CA/LOS ANGELES
 AA3288  USGS QUAD   -  CANOGA PARK (1967)
 AA3288
 AA3288                         *CURRENT SURVEY CONTROL
 AA3288  ___________________________________________________________________
 AA3288* NAD 83(1986)-  34 10 10.     (N)    118 36 00.     (W)     SCALED    
 AA3288* NAVD 88     -       274.373  (meters)     900.17   (feet)  ADJUSTED  
 AA3288  ___________________________________________________________________
 AA3288  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3288  DYNAMIC HT  -         274.081 (meters)     899.21  (feet)  COMP
 AA3288  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 AA3288
 AA3288  VERT ORDER  -  FIRST     CLASS II
 AA3288
 AA3288.The horizontal coordinates were scaled from a topographic map and have
 AA3288.an estimated accuracy of +/- 6 seconds.
 AA3288
 AA3288.The orthometric height was determined by differential leveling
 AA3288.and adjusted in June 1995.
 AA3288
 AA3288.The geoid height was determined by GEOID03.
 AA3288
 AA3288.The dynamic height is computed by dividing the NAVD 88
 AA3288.geopotential number by the normal gravity value computed on the
 AA3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3288.degrees latitude (g = 980.6199 gals.).
 AA3288
 AA3288.The modeled gravity was interpolated from observed gravity values.
 AA3288
 AA3288;                    North         East    Units  Estimated Accuracy
 AA3288;SPC CA 5     -   574,420.    1,944,680.      MT  (+/- 180 meters Scaled)
 AA3288
 AA3288                          SUPERSEDED SURVEY CONTROL
 AA3288
 AA3288.No superseded survey control is available for this station.
 AA3288
 AA3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525821(NAD 83)
 AA3288_MARKER: DD = SURVEY DISK
 AA3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3288_STAMPING: LA 101 24.9 1992 LS 5679
 AA3288_MARK LOGO: CADT  
 AA3288_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3288+STABILITY: SURFACE MOTION
 AA3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3288+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3288
 AA3288  HISTORY     - Date     Condition        Report By
 AA3288  HISTORY     - 1992     MONUMENTED       CADT
 AA3288  HISTORY     - 19940822 GOOD             NGS
 AA3288
 AA3288                          STATION DESCRIPTION
 AA3288
 AA3288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3288'0.6 KM (0.35 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE INTERSECTION OF
 AA3288'TOPANGA CANYON BOULEVARD IN WOODLAND HILLS, 120.0 M (393.7 FT) WEST OF
 AA3288'CALL BOX NUMBER 101 249, 3.9 M (12.8 FT) SOUTH OF THE SOUTHBOUND
 AA3288'FREEWAY FOG LINE, 1.1 M (3.6 FT) WEST OF A WITNESS POST, 0.4 M (1.3
 AA3288'FT) BELOW THE LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M
 AA3288'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3318 ***********************************************************************
 AA3318  DESIGNATION -  101 25
 AA3318  PID         -  AA3318
 AA3318  STATE/COUNTY-  CA/LOS ANGELES
 AA3318  USGS QUAD   -  VAN NUYS (1972)
 AA3318
 AA3318                         *CURRENT SURVEY CONTROL
 AA3318  ___________________________________________________________________
 AA3318* NAD 83(1986)-  34 09 24.     (N)    118 24 19.     (W)     SCALED    
 AA3318* NAVD 88     -       197.960  (meters)     649.47   (feet)  ADJUSTED  
 AA3318  ___________________________________________________________________
 AA3318  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA3318  DYNAMIC HT  -         197.750 (meters)     648.78  (feet)  COMP
 AA3318  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 AA3318
 AA3318  VERT ORDER  -  FIRST     CLASS II
 AA3318
 AA3318.The horizontal coordinates were scaled from a topographic map and have
 AA3318.an estimated accuracy of +/- 6 seconds.
 AA3318
 AA3318.The orthometric height was determined by differential leveling
 AA3318.and adjusted in June 1995.
 AA3318
 AA3318.The geoid height was determined by GEOID03.
 AA3318
 AA3318.The dynamic height is computed by dividing the NAVD 88
 AA3318.geopotential number by the normal gravity value computed on the
 AA3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3318.degrees latitude (g = 980.6199 gals.).
 AA3318
 AA3318.The modeled gravity was interpolated from observed gravity values.
 AA3318
 AA3318;                    North         East    Units  Estimated Accuracy
 AA3318;SPC CA 5     -   572,920.    1,962,630.      MT  (+/- 180 meters Scaled)
 AA3318
 AA3318                          SUPERSEDED SURVEY CONTROL
 AA3318
 AA3318.No superseded survey control is available for this station.
 AA3318
 AA3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704804(NAD 83)
 AA3318_MARKER: DD = SURVEY DISK
 AA3318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3318_SP_SET: ABUTMENT
 AA3318_STAMPING: 101 25 1994
 AA3318_MARK LOGO: CADT  
 AA3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3318+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3318
 AA3318  HISTORY     - Date     Condition        Report By
 AA3318  HISTORY     - 1994     MONUMENTED       CADT
 AA3318  HISTORY     - 19940822 GOOD             NGS
 AA3318
 AA3318                          STATION DESCRIPTION
 AA3318
 AA3318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3318'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 101 AND WHITSETT
 AA3318'AVENUE, IN TOP OF AND 1.0 M (3.3 FT) NORTH OF THE SOUTH END OF THE
 AA3318'WEST CONCRETE ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE
 AA3318'AVENUE, 13.6 M (44.6 FT) WEST OF THE CENTER OF THE AVENUE, 11.9 M
 AA3318'(39.0 FT) EAST OF THE WEST END OF THE OVERPASS PARAPET, 1.8 M (5.9 FT)
 AA3318'SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE, AND 0.6 M (2.0 FT) NORTH
 AA3318'OF THE PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5309 ***********************************************************************
 EW5309  DESIGNATION -  101 25 V CO
 EW5309  PID         -  EW5309
 EW5309  STATE/COUNTY-  CA/VENTURA
 EW5309  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5309
 EW5309                         *CURRENT SURVEY CONTROL
 EW5309  ___________________________________________________________________
 EW5309* NAD 83(1986)-  34 25 40.     (N)    119 05 25.     (W)     SCALED    
 EW5309* NAVD 88     -       291.994  (meters)     957.98   (feet)  READJUSTED
 EW5309  ___________________________________________________________________
 EW5309  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EW5309  DYNAMIC HT  -         291.670 (meters)     956.92  (feet)  COMP
 EW5309  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 EW5309
 EW5309  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5309
 EW5309.The horizontal coordinates were scaled from a topographic map and have
 EW5309.an estimated accuracy of +/- 6 seconds.
 EW5309
 EW5309.The orthometric height was determined by differential leveling
 EW5309.and adjusted in February 1993.
 EW5309.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5309.distribution rate of 0.0 thru 1.0 mm/km.
 EW5309.The height was derived from older observations constrained to new
 EW5309.heights in a crustal motion area.  The height is approximate in
 EW5309.relation to other heights in its vicinity.
 EW5309
 EW5309.The geoid height was determined by GEOID03.
 EW5309
 EW5309.The dynamic height is computed by dividing the NAVD 88
 EW5309.geopotential number by the normal gravity value computed on the
 EW5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5309.degrees latitude (g = 980.6199 gals.).
 EW5309
 EW5309.The modeled gravity was interpolated from observed gravity values.
 EW5309
 EW5309;                    North         East    Units  Estimated Accuracy
 EW5309;SPC CA 5     -   603,460.    1,899,790.      MT  (+/- 180 meters Scaled)
 EW5309
 EW5309                          SUPERSEDED SURVEY CONTROL
 EW5309
 EW5309  NGVD 29 (??/??/92)  291.199  (m)          955.38   (f) ADJ UNCH    1 1
 EW5309
 EW5309.Superseded values are not recommended for survey control.
 EW5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5309.See file dsdata.txt to determine how the superseded data were derived.
 EW5309
 EW5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU079115(NAD 83)
 EW5309_MARKER: DD = SURVEY DISK
 EW5309_SETTING: 0 = UNSPECIFIED SETTING
 EW5309_STAMPING: 1969 101-25
 EW5309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5309
 EW5309  HISTORY     - Date     Condition        Report By
 EW5309  HISTORY     - 1969     MONUMENTED       CA-111
 EW5309  HISTORY     - 1977     GOOD             NGS
 EW5309
 EW5309                          STATION DESCRIPTION
 EW5309
 EW5309'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5309'12.4 MI E FROM SANTA PAULA.
 EW5309'12.45 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY
 EW5309'33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE,
 EW5309'LOCATED 93 FEET NORTHERLY OF ENTRANCE GATE TO FERNDALE RANCH,
 EW5309'50 FEET EASTERLY OF WHITE LINE ON HIGHWAY 150, 90 FEET
 EW5309'SOUTHERLY OF THE SOUTHEAST CORNER OF BRIDGE NO. 52-104 CROSSING
 EW5309'SANTA PAULA CREEK, 93 FEET NORTHERLY OF CENTER LINE FERNDALE
 EW5309'RANCH DRIVEWAY, 50 FEET EASTERLY OF CENTER LINE HIGHWAY 150.
 EW5309
 EW5309                          STATION RECOVERY (1977)
 EW5309
 EW5309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3370 ***********************************************************************
 AA3370  DESIGNATION -  101 25.8
 AA3370  PID         -  AA3370
 AA3370  STATE/COUNTY-  CA/LOS ANGELES
 AA3370  USGS QUAD   -  CANOGA PARK (1967)
 AA3370
 AA3370                         *CURRENT SURVEY CONTROL
 AA3370  ___________________________________________________________________
 AA3370* NAD 83(1986)-  34 10 02.     (N)    118 36 51.     (W)     SCALED    
 AA3370* NAVD 88     -       279.497  (meters)     916.98   (feet)  ADJUSTED  
 AA3370  ___________________________________________________________________
 AA3370  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3370  DYNAMIC HT  -         279.201 (meters)     916.01  (feet)  COMP
 AA3370  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 AA3370
 AA3370  VERT ORDER  -  FIRST     CLASS II
 AA3370
 AA3370.The horizontal coordinates were scaled from a topographic map and have
 AA3370.an estimated accuracy of +/- 6 seconds.
 AA3370
 AA3370.The orthometric height was determined by differential leveling
 AA3370.and adjusted in June 1995.
 AA3370
 AA3370.The geoid height was determined by GEOID03.
 AA3370
 AA3370.The dynamic height is computed by dividing the NAVD 88
 AA3370.geopotential number by the normal gravity value computed on the
 AA3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3370.degrees latitude (g = 980.6199 gals.).
 AA3370
 AA3370.The modeled gravity was interpolated from observed gravity values.
 AA3370
 AA3370;                    North         East    Units  Estimated Accuracy
 AA3370;SPC CA 5     -   574,190.    1,943,370.      MT  (+/- 180 meters Scaled)
 AA3370
 AA3370                          SUPERSEDED SURVEY CONTROL
 AA3370
 AA3370.No superseded survey control is available for this station.
 AA3370
 AA3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT512818(NAD 83)
 AA3370_MARKER: DD = SURVEY DISK
 AA3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3370_STAMPING: LA 101 25.8 1992 LS 5679
 AA3370_MARK LOGO: CADT  
 AA3370_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3370+STABILITY: SURFACE MOTION
 AA3370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3370+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 AA3370
 AA3370  HISTORY     - Date     Condition        Report By
 AA3370  HISTORY     - 1992     MONUMENTED       CADT
 AA3370  HISTORY     - 19940727 GOOD             NGS
 AA3370
 AA3370                          STATION DESCRIPTION
 AA3370
 AA3370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3370'IN WOODLAND HILLS, AT THE INTERSECTION OF FREEWAY 101 AND SHOUP
 AA3370'AVENUE, 20.9 M (68.6 FT) SOUTHWEST OF THE AVENUE CENTER, 7.4 M (24.3
 AA3370'FT) SOUTH OF THE SOUTH EDGE OF THE SOUTHBOUND FREEWAY, 5.9 M (19.4 FT)
 AA3370'SOUTHWEST OF THE WEST END OF THE GUARDRAIL OF THE SOUTHBOUND FREEWAY
 AA3370'OFF-RAMP LEADING TO THE AVENUE, 1.9 M (6.2 FT) SOUTHEAST OF THE
 AA3370'OFF-RAMP CURB, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0
 AA3370'FT) BELOW THE LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M
 AA3370'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3320 ***********************************************************************
 AA3320  DESIGNATION -  101 26
 AA3320  PID         -  AA3320
 AA3320  STATE/COUNTY-  CA/LOS ANGELES
 AA3320  USGS QUAD   -  VAN NUYS (1972)
 AA3320
 AA3320                         *CURRENT SURVEY CONTROL
 AA3320  ___________________________________________________________________
 AA3320* NAD 83(1986)-  34 09 15.     (N)    118 23 48.     (W)     SCALED    
 AA3320* NAVD 88     -       198.867  (meters)     652.45   (feet)  ADJUSTED  
 AA3320  ___________________________________________________________________
 AA3320  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AA3320  DYNAMIC HT  -         198.656 (meters)     651.76  (feet)  COMP
 AA3320  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 AA3320
 AA3320  VERT ORDER  -  FIRST     CLASS II
 AA3320
 AA3320.The horizontal coordinates were scaled from a topographic map and have
 AA3320.an estimated accuracy of +/- 6 seconds.
 AA3320
 AA3320.The orthometric height was determined by differential leveling
 AA3320.and adjusted in June 1995.
 AA3320
 AA3320.The geoid height was determined by GEOID03.
 AA3320
 AA3320.The dynamic height is computed by dividing the NAVD 88
 AA3320.geopotential number by the normal gravity value computed on the
 AA3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3320.degrees latitude (g = 980.6199 gals.).
 AA3320
 AA3320.The modeled gravity was interpolated from observed gravity values.
 AA3320
 AA3320;                    North         East    Units  Estimated Accuracy
 AA3320;SPC CA 5     -   572,640.    1,963,420.      MT  (+/- 180 meters Scaled)
 AA3320
 AA3320                          SUPERSEDED SURVEY CONTROL
 AA3320
 AA3320.No superseded survey control is available for this station.
 AA3320
 AA3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712801(NAD 83)
 AA3320_MARKER: DD = SURVEY DISK
 AA3320_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3320_SP_SET: OVERPASS ABUTMENT
 AA3320_STAMPING: 101 26 1994
 AA3320_MARK LOGO: CADT  
 AA3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3320+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3320
 AA3320  HISTORY     - Date     Condition        Report By
 AA3320  HISTORY     - 1994     MONUMENTED       CADT
 AA3320  HISTORY     - 19940822 GOOD             NGS
 AA3320
 AA3320                          STATION DESCRIPTION
 AA3320
 AA3320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3320'IN NORTH HOLLYWOOD, AT THE INTERSECTION OF FREEWAY 101 AND LAUREL
 AA3320'CANYON BOULEVARD, IN TOP OF AND 1.0 M (3.3 FT) NORTH OF THE SOUTH END
 AA3320'OF THE WEST CONCRETE ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF
 AA3320'THE BOULEVARD, 18.6 M (61.0 FT) WEST OF THE CENTER OF THE BOULEVARD,
 AA3320'11.4 M (37.4 FT) EAST OF THE WEST END OF THE OVERPASS PARAPET, 1.8 M
 AA3320'(5.9 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE, AND 0.4 M (1.3
 AA3320'FT) NORTH OF THE PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5310 ***********************************************************************
 EW5310  DESIGNATION -  101 26 V CO
 EW5310  PID         -  EW5310
 EW5310  STATE/COUNTY-  CA/VENTURA
 EW5310  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5310
 EW5310                         *CURRENT SURVEY CONTROL
 EW5310  ___________________________________________________________________
 EW5310* NAD 83(1986)-  34 25 23.     (N)    119 05 08.     (W)     SCALED    
 EW5310* NAVD 88     -       295.937  (meters)     970.92   (feet)  READJUSTED
 EW5310  ___________________________________________________________________
 EW5310  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW5310  DYNAMIC HT  -         295.610 (meters)     969.85  (feet)  COMP
 EW5310  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 EW5310
 EW5310  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5310
 EW5310.The horizontal coordinates were scaled from a topographic map and have
 EW5310.an estimated accuracy of +/- 6 seconds.
 EW5310
 EW5310.The orthometric height was determined by differential leveling
 EW5310.and adjusted in February 1993.
 EW5310.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5310.distribution rate of 0.0 thru 1.0 mm/km.
 EW5310.The height was derived from older observations constrained to new
 EW5310.heights in a crustal motion area.  The height is approximate in
 EW5310.relation to other heights in its vicinity.
 EW5310
 EW5310.The geoid height was determined by GEOID03.
 EW5310
 EW5310.The dynamic height is computed by dividing the NAVD 88
 EW5310.geopotential number by the normal gravity value computed on the
 EW5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5310.degrees latitude (g = 980.6199 gals.).
 EW5310
 EW5310.The modeled gravity was interpolated from observed gravity values.
 EW5310
 EW5310;                    North         East    Units  Estimated Accuracy
 EW5310;SPC CA 5     -   602,930.    1,900,220.      MT  (+/- 180 meters Scaled)
 EW5310
 EW5310                          SUPERSEDED SURVEY CONTROL
 EW5310
 EW5310  NGVD 29 (??/??/92)  295.141  (m)          968.31   (f) ADJ UNCH    1 1
 EW5310
 EW5310.Superseded values are not recommended for survey control.
 EW5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5310.See file dsdata.txt to determine how the superseded data were derived.
 EW5310
 EW5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU083110(NAD 83)
 EW5310_MARKER: DD = SURVEY DISK
 EW5310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5310_SP_SET: CULVERT
 EW5310_STAMPING: 1969 101-26
 EW5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5310
 EW5310  HISTORY     - Date     Condition        Report By
 EW5310  HISTORY     - 1969     MONUMENTED       CA-111
 EW5310  HISTORY     - 1977     GOOD             NGS
 EW5310
 EW5310                          STATION DESCRIPTION
 EW5310
 EW5310'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5310'12.9 MI E FROM SANTA PAULA.
 EW5310'12.9 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33,
 EW5310'STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE, LOCATED
 EW5310'34 FEET EASTERLY OF WHITE LINE ON ROADWAY, 40 FEET NORTHERLY
 EW5310'OF CONCRETE BOX CULVERT, 120 FEET NORTHERLY OF MILE MARKER
 EW5310'29.00.
 EW5310
 EW5310                          STATION RECOVERY (1977)
 EW5310
 EW5310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5311 ***********************************************************************
 EW5311  DESIGNATION -  101 27 V CO
 EW5311  PID         -  EW5311
 EW5311  STATE/COUNTY-  CA/VENTURA
 EW5311  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5311
 EW5311                         *CURRENT SURVEY CONTROL
 EW5311  ___________________________________________________________________
 EW5311* NAD 83(1986)-  34 24 54.     (N)    119 05 06.     (W)     SCALED    
 EW5311* NAVD 88     -       269.014  (meters)     882.59   (feet)  READJUSTED
 EW5311  ___________________________________________________________________
 EW5311  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW5311  DYNAMIC HT  -         268.720 (meters)     881.63  (feet)  COMP
 EW5311  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 EW5311
 EW5311  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5311
 EW5311.The horizontal coordinates were scaled from a topographic map and have
 EW5311.an estimated accuracy of +/- 6 seconds.
 EW5311
 EW5311.The orthometric height was determined by differential leveling
 EW5311.and adjusted in February 1993.
 EW5311.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5311.distribution rate of 0.0 thru 1.0 mm/km.
 EW5311.The height was derived from older observations constrained to new
 EW5311.heights in a crustal motion area.  The height is approximate in
 EW5311.relation to other heights in its vicinity.
 EW5311
 EW5311.The geoid height was determined by GEOID03.
 EW5311
 EW5311.The dynamic height is computed by dividing the NAVD 88
 EW5311.geopotential number by the normal gravity value computed on the
 EW5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5311.degrees latitude (g = 980.6199 gals.).
 EW5311
 EW5311.The modeled gravity was interpolated from observed gravity values.
 EW5311
 EW5311;                    North         East    Units  Estimated Accuracy
 EW5311;SPC CA 5     -   602,030.    1,900,260.      MT  (+/- 180 meters Scaled)
 EW5311
 EW5311                          SUPERSEDED SURVEY CONTROL
 EW5311
 EW5311  NGVD 29 (??/??/92)  268.221  (m)          879.99   (f) ADJ UNCH    1 1
 EW5311
 EW5311.Superseded values are not recommended for survey control.
 EW5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5311.See file dsdata.txt to determine how the superseded data were derived.
 EW5311
 EW5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU083101(NAD 83)
 EW5311_MARKER: DD = SURVEY DISK
 EW5311_SETTING: 0 = UNSPECIFIED SETTING
 EW5311_STAMPING: 1969 101-27
 EW5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5311
 EW5311  HISTORY     - Date     Condition        Report By
 EW5311  HISTORY     - 1969     MONUMENTED       CA-111
 EW5311  HISTORY     - 1977     GOOD             NGS
 EW5311
 EW5311                          STATION DESCRIPTION
 EW5311
 EW5311'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5311'13.5 MI E FROM SANTA PAULA.
 EW5311'13.5 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION OF HIGHWAY 33,
 EW5311'STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE, LOCATED
 EW5311'30 FEET WESTERLY OF WHITE LINE IN ROADWAY, 13 FEET NORTHERLY
 EW5311'OF CENTER LINE DRIVE TO RANCHO LA GUESTA, 1 FOOT SOUTHERLY OF
 EW5311'ROCKWALL FOR 30 INCH CMP, 33 FEET SOUTHERLY OF MILE MARKER
 EW5311'29.51.
 EW5311
 EW5311                          STATION RECOVERY (1977)
 EW5311
 EW5311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3368 ***********************************************************************
 AA3368  DESIGNATION -  101 27.1
 AA3368  PID         -  AA3368
 AA3368  STATE/COUNTY-  CA/LOS ANGELES
 AA3368  USGS QUAD   -  CALABASAS (1967)
 AA3368
 AA3368                         *CURRENT SURVEY CONTROL
 AA3368  ___________________________________________________________________
 AA3368* NAD 83(1986)-  34 09 36.     (N)    118 38 04.     (W)     SCALED    
 AA3368* NAVD 88     -       280.571  (meters)     920.51   (feet)  ADJUSTED  
 AA3368  ___________________________________________________________________
 AA3368  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AA3368  DYNAMIC HT  -         280.273 (meters)     919.53  (feet)  COMP
 AA3368  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 AA3368
 AA3368  VERT ORDER  -  FIRST     CLASS II
 AA3368
 AA3368.The horizontal coordinates were scaled from a topographic map and have
 AA3368.an estimated accuracy of +/- 6 seconds.
 AA3368
 AA3368.The orthometric height was determined by differential leveling
 AA3368.and adjusted in June 1995.
 AA3368
 AA3368.The geoid height was determined by GEOID03.
 AA3368
 AA3368.The dynamic height is computed by dividing the NAVD 88
 AA3368.geopotential number by the normal gravity value computed on the
 AA3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3368.degrees latitude (g = 980.6199 gals.).
 AA3368
 AA3368.The modeled gravity was interpolated from observed gravity values.
 AA3368
 AA3368;                    North         East    Units  Estimated Accuracy
 AA3368;SPC CA 5     -   573,400.    1,941,500.      MT  (+/- 180 meters Scaled)
 AA3368
 AA3368                          SUPERSEDED SURVEY CONTROL
 AA3368
 AA3368.No superseded survey control is available for this station.
 AA3368
 AA3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT493811(NAD 83)
 AA3368_MARKER: DD = SURVEY DISK
 AA3368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3368_STAMPING: LA 101 27.1 1992 LS 5679
 AA3368_MARK LOGO: CADT  
 AA3368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3368+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 AA3368
 AA3368  HISTORY     - Date     Condition        Report By
 AA3368  HISTORY     - 1992     MONUMENTED       CADT
 AA3368  HISTORY     - 19940727 GOOD             NGS
 AA3368
 AA3368                          STATION DESCRIPTION
 AA3368
 AA3368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3368'0.3 KM (0.20 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE INTERSECTION OF
 AA3368'MULHOLLAND DRIVE IN WOODLAND HILLS, IN THE SHOULDER NEAR THE EAST END
 AA3368'OF THE SOUTHBOUND FREEWAY ON-RAMP, 14.5 M (47.6 FT) WEST OF A CATCH
 AA3368'BASIN, 8.2 M (26.9 FT) NORTHEAST OF STREET LIGHT NUMBER 27 151, 3.2 M
 AA3368'(10.5 FT) SOUTH OF AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND
 AA3368'FREEWAY, 2.0 M (6.6 FT) WEST OF A WITNESS POST, 1.0 M (3.3 FT) NORTH
 AA3368'OF THE FREEWAY CURB, AND THE DISK IS LEVEL WITH THE SHOULDER OF THE
 AA3368'FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5320 ***********************************************************************
 EW5320  DESIGNATION -  101 28 V CO
 EW5320  PID         -  EW5320
 EW5320  STATE/COUNTY-  CA/VENTURA
 EW5320  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5320
 EW5320                         *CURRENT SURVEY CONTROL
 EW5320  ___________________________________________________________________
 EW5320* NAD 83(1986)-  34 23 11.     (N)    119 04 18.     (W)     SCALED    
 EW5320* NAVD 88     -       173.404  (meters)     568.91   (feet)  READJUSTED
 EW5320  ___________________________________________________________________
 EW5320  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW5320  DYNAMIC HT  -         173.210 (meters)     568.27  (feet)  COMP
 EW5320  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 EW5320  OBS GRAVITY -     979,548.1   (mgal)                       GRAV_OBS
 EW5320
 EW5320  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5320
 EW5320.The horizontal coordinates were scaled from a topographic map and have
 EW5320.an estimated accuracy of +/- 6 seconds.
 EW5320
 EW5320.The orthometric height was determined by differential leveling
 EW5320.and adjusted in February 1993.
 EW5320.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5320.distribution rate of 0.0 thru 1.0 mm/km.
 EW5320.The height was derived from older observations constrained to new
 EW5320.heights in a crustal motion area.  The height is approximate in
 EW5320.relation to other heights in its vicinity.
 EW5320
 EW5320.The geoid height was determined by GEOID03.
 EW5320
 EW5320.The dynamic height is computed by dividing the NAVD 88
 EW5320.geopotential number by the normal gravity value computed on the
 EW5320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5320.degrees latitude (g = 980.6199 gals.).
 EW5320
 EW5320.The modeled gravity was interpolated from observed gravity values.
 EW5320.The observed gravity was obtained from relative gravimeter ties
 EW5320.to the IGSN71 gravity network.
 EW5320
 EW5320;                    North         East    Units  Estimated Accuracy
 EW5320;SPC CA 5     -   598,850.    1,901,450.      MT  (+/- 180 meters Scaled)
 EW5320
 EW5320                          SUPERSEDED SURVEY CONTROL
 EW5320
 EW5320  NGVD 29 (??/??/92)  172.615  (m)          566.32   (f) ADJ UNCH    1 1
 EW5320
 EW5320.Superseded values are not recommended for survey control.
 EW5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5320.See file dsdata.txt to determine how the superseded data were derived.
 EW5320
 EW5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU095069(NAD 83)
 EW5320_MARKER: DD = SURVEY DISK
 EW5320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5320_SP_SET: BUILDING
 EW5320_STAMPING: 1969 101-28
 EW5320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5320
 EW5320  HISTORY     - Date     Condition        Report By
 EW5320  HISTORY     - 1969     MONUMENTED       CA-111
 EW5320  HISTORY     - 1977     GOOD             NGS
 EW5320
 EW5320                          STATION DESCRIPTION
 EW5320
 EW5320'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5320'2.6 MI N FROM SANTA PAULA.
 EW5320'2.67 MILES NORTHERLY ALONG HIGHWAY FROM JUNCTION WITH HIGHWAY
 EW5320'126, SET A BRONZE DISK IN CONCRETE AT THE MUPU GRAMMAR SCHOOL,
 EW5320'34 FEET EAST WHITE LINE HIGHWAY 150, 75 FEET NORTHERLY OF FLAG
 EW5320'POLE, 22 FEET WESTERLY OF MUPU SCHOOL BUILDING, 1 1/2 FEET EASTERLY,
 EW5320'1.5 FEET SOUTHERLY OF SOUTHWEST CORNER OF CHAIN LINK FENCE CORNER.
 EW5320
 EW5320                          STATION RECOVERY (1977)
 EW5320
 EW5320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3366 ***********************************************************************
 AA3366  DESIGNATION -  101 28.2
 AA3366  PID         -  AA3366
 AA3366  STATE/COUNTY-  CA/LOS ANGELES
 AA3366  USGS QUAD   -  CALABASAS (1967)
 AA3366
 AA3366                         *CURRENT SURVEY CONTROL
 AA3366  ___________________________________________________________________
 AA3366* NAD 83(1986)-  34 09 11.     (N)    118 39 05.     (W)     SCALED    
 AA3366* NAVD 88     -       309.268  (meters)    1014.66   (feet)  ADJUSTED  
 AA3366  ___________________________________________________________________
 AA3366  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AA3366  DYNAMIC HT  -         308.939 (meters)    1013.58  (feet)  COMP
 AA3366  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 AA3366
 AA3366  VERT ORDER  -  FIRST     CLASS II
 AA3366
 AA3366.The horizontal coordinates were scaled from a topographic map and have
 AA3366.an estimated accuracy of +/- 6 seconds.
 AA3366
 AA3366.The orthometric height was determined by differential leveling
 AA3366.and adjusted in June 1995.
 AA3366
 AA3366.The geoid height was determined by GEOID03.
 AA3366
 AA3366.The dynamic height is computed by dividing the NAVD 88
 AA3366.geopotential number by the normal gravity value computed on the
 AA3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3366.degrees latitude (g = 980.6199 gals.).
 AA3366
 AA3366.The modeled gravity was interpolated from observed gravity values.
 AA3366
 AA3366;                    North         East    Units  Estimated Accuracy
 AA3366;SPC CA 5     -   572,640.    1,939,930.      MT  (+/- 180 meters Scaled)
 AA3366
 AA3366                          SUPERSEDED SURVEY CONTROL
 AA3366
 AA3366.No superseded survey control is available for this station.
 AA3366
 AA3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT477803(NAD 83)
 AA3366_MARKER: DD = SURVEY DISK
 AA3366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3366_SP_SET: OVERPASS ABUTMENT
 AA3366_STAMPING: LA 101 28.2 1992 LS 5679
 AA3366_MARK LOGO: CADT  
 AA3366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3366+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3366
 AA3366  HISTORY     - Date     Condition        Report By
 AA3366  HISTORY     - 1992     MONUMENTED       CADT
 AA3366  HISTORY     - 19940726 GOOD             NGS
 AA3366
 AA3366                          STATION DESCRIPTION
 AA3366
 AA3366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3366'IN CALABASAS, AT THE INTERSECTION OF FREEWAY 101 AND CALABASAS
 AA3366'PARKWAY, IN TOP OF AND 1.0 M (3.3 FT) SOUTHWEST OF THE NORTHEAST END
 AA3366'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE PARKWAY OVERPASS OF THE
 AA3366'FREEWAY, 21.5 M (70.5 FT) SOUTHEAST OF THE CENTER OF THE SOUTHBOUND
 AA3366'LANES OF THE FREEWAY, 4.9 M (16.1 FT) EAST OF THE CENTERLINE OF THE
 AA3366'PARKWAY, 3.0 M (9.8 FT) NORTH OF THE SOUTH END OF A GUARDRAIL, 0.7 M
 AA3366'(2.3 FT) EAST OF THE GUARDRAIL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 AA3366'THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3311 ***********************************************************************
 AA3311  DESIGNATION -  101 29
 AA3311  PID         -  AA3311
 AA3311  STATE/COUNTY-  CA/LOS ANGELES
 AA3311  USGS QUAD   -  VAN NUYS (1972)
 AA3311
 AA3311                         *CURRENT SURVEY CONTROL
 AA3311  ___________________________________________________________________
 AA3311* NAD 83(1986)-  34 09 30.     (N)    118 27 27.     (W)     SCALED    
 AA3311* NAVD 88     -       209.354  (meters)     686.86   (feet)  ADJUSTED  
 AA3311  ___________________________________________________________________
 AA3311  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AA3311  DYNAMIC HT  -         209.132 (meters)     686.13  (feet)  COMP
 AA3311  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 AA3311
 AA3311  VERT ORDER  -  FIRST     CLASS II
 AA3311
 AA3311.The horizontal coordinates were scaled from a topographic map and have
 AA3311.an estimated accuracy of +/- 6 seconds.
 AA3311
 AA3311.The orthometric height was determined by differential leveling
 AA3311.and adjusted in June 1995.
 AA3311
 AA3311.The geoid height was determined by GEOID03.
 AA3311
 AA3311.The dynamic height is computed by dividing the NAVD 88
 AA3311.geopotential number by the normal gravity value computed on the
 AA3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3311.degrees latitude (g = 980.6199 gals.).
 AA3311
 AA3311.The modeled gravity was interpolated from observed gravity values.
 AA3311
 AA3311;                    North         East    Units  Estimated Accuracy
 AA3311;SPC CA 5     -   573,120.    1,957,810.      MT  (+/- 180 meters Scaled)
 AA3311
 AA3311                          SUPERSEDED SURVEY CONTROL
 AA3311
 AA3311.No superseded survey control is available for this station.
 AA3311
 AA3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT656806(NAD 83)
 AA3311_MARKER: DD = SURVEY DISK
 AA3311_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3311_SP_SET: OVERPASS ABUTMENT
 AA3311_STAMPING: 101 29 1994
 AA3311_MARK LOGO: CADT  
 AA3311_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3311+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3311
 AA3311  HISTORY     - Date     Condition        Report By
 AA3311  HISTORY     - 1994     MONUMENTED       CADT
 AA3311  HISTORY     - 19940822 GOOD             NGS
 AA3311
 AA3311                          STATION DESCRIPTION
 AA3311
 AA3311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3311'IN SHERMAN OAKS, AT THE INTERSECTION OF FREEWAY 101 AND KESTER AVENUE,
 AA3311'IN TOP OF AND 1.4 M (4.6 FT) NORTH OF THE SOUTH END OF THE WEST
 AA3311'CONCRETE ABUTMENT OF THE SOUTHBOUND FREEWAY OVERPASS OF THE AVENUE,
 AA3311'36.9 M (121.1 FT) EAST OF CALL BOX NUMBER 101 165, 15.6 M (51.2 FT)
 AA3311'WEST OF THE CENTER OF THE AVENUE, 1.6 M (5.2 FT) SOUTH OF AND LEVEL
 AA3311'WITH THE FREEWAY FOG LINE, AND 1.0 M (3.3 FT) NORTH OF THE ABUTMENT
 AA3311'PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5322 ***********************************************************************
 EW5322  DESIGNATION -  101 29 V CO
 EW5322  PID         -  EW5322
 EW5322  STATE/COUNTY-  CA/VENTURA
 EW5322  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5322
 EW5322                         *CURRENT SURVEY CONTROL
 EW5322  ___________________________________________________________________
 EW5322* NAD 83(1986)-  34 22 50.     (N)    119 04 04.     (W)     SCALED    
 EW5322* NAVD 88     -       159.497  (meters)     523.28   (feet)  READJUSTED
 EW5322  ___________________________________________________________________
 EW5322  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EW5322  DYNAMIC HT  -         159.320 (meters)     522.70  (feet)  COMP
 EW5322  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 EW5322
 EW5322  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5322
 EW5322.The horizontal coordinates were scaled from a topographic map and have
 EW5322.an estimated accuracy of +/- 6 seconds.
 EW5322
 EW5322.The orthometric height was determined by differential leveling
 EW5322.and adjusted in February 1993.
 EW5322.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5322.distribution rate of 0.0 thru 1.0 mm/km.
 EW5322.The height was derived from older observations constrained to new
 EW5322.heights in a crustal motion area.  The height is approximate in
 EW5322.relation to other heights in its vicinity.
 EW5322
 EW5322.The geoid height was determined by GEOID03.
 EW5322
 EW5322.The dynamic height is computed by dividing the NAVD 88
 EW5322.geopotential number by the normal gravity value computed on the
 EW5322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5322.degrees latitude (g = 980.6199 gals.).
 EW5322
 EW5322.The modeled gravity was interpolated from observed gravity values.
 EW5322
 EW5322;                    North         East    Units  Estimated Accuracy
 EW5322;SPC CA 5     -   598,200.    1,901,800.      MT  (+/- 180 meters Scaled)
 EW5322
 EW5322                          SUPERSEDED SURVEY CONTROL
 EW5322
 EW5322  NGVD 29 (??/??/92)  158.709  (m)          520.70   (f) ADJ UNCH    1 1
 EW5322
 EW5322.Superseded values are not recommended for survey control.
 EW5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5322.See file dsdata.txt to determine how the superseded data were derived.
 EW5322
 EW5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU098062(NAD 83)
 EW5322_MARKER: DD = SURVEY DISK
 EW5322_SETTING: 0 = UNSPECIFIED SETTING
 EW5322_STAMPING: 1969 101-29
 EW5322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5322
 EW5322  HISTORY     - Date     Condition        Report By
 EW5322  HISTORY     - 1969     MONUMENTED       CA-111
 EW5322  HISTORY     - 1977     GOOD             NGS
 EW5322
 EW5322                          STATION DESCRIPTION
 EW5322
 EW5322'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5322'2.2 MI N FROM SANTA PAULA.
 EW5322'2.2 MILES NORTHERLY ALONG HIGHWAY 150 FROM JUNCTION OF HIGHWAY
 EW5322'126, A BRONZE DISK SET IN CONCRETE 150 FEET PLUS OR MINUS
 EW5322'NORTHERLY OF APRIL LANE, 36 FEET WESTERLY OF WHITE LINE OF
 EW5322'HIGHWAY 150, 2 FEET WESTERLY AND 1 FOOT NORTHERLY OF EAST END
 EW5322'OF BLOCK WALL 18 INCHES HIGH, 5 FEET WESTERLY OF POWER POLE
 EW5322'NO. 1405756E.
 EW5322
 EW5322                          STATION RECOVERY (1977)
 EW5322
 EW5322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3365 ***********************************************************************
 AA3365  DESIGNATION -  101 29.1
 AA3365  PID         -  AA3365
 AA3365  STATE/COUNTY-  CA/LOS ANGELES
 AA3365  USGS QUAD   -  CALABASAS (1967)
 AA3365
 AA3365                         *CURRENT SURVEY CONTROL
 AA3365  ___________________________________________________________________
 AA3365* NAD 83(1986)-  34 08 58.     (N)    118 39 52.     (W)     SCALED    
 AA3365* NAVD 88     -       346.867  (meters)    1138.01   (feet)  ADJUSTED  
 AA3365  ___________________________________________________________________
 AA3365  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AA3365  DYNAMIC HT  -         346.502 (meters)    1136.82  (feet)  COMP
 AA3365  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 AA3365
 AA3365  VERT ORDER  -  FIRST     CLASS II
 AA3365
 AA3365.The horizontal coordinates were scaled from a topographic map and have
 AA3365.an estimated accuracy of +/- 6 seconds.
 AA3365
 AA3365.The orthometric height was determined by differential leveling
 AA3365.and adjusted in June 1995.
 AA3365
 AA3365.The geoid height was determined by GEOID03.
 AA3365
 AA3365.The dynamic height is computed by dividing the NAVD 88
 AA3365.geopotential number by the normal gravity value computed on the
 AA3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3365.degrees latitude (g = 980.6199 gals.).
 AA3365
 AA3365.The modeled gravity was interpolated from observed gravity values.
 AA3365
 AA3365;                    North         East    Units  Estimated Accuracy
 AA3365;SPC CA 5     -   572,240.    1,938,730.      MT  (+/- 180 meters Scaled)
 AA3365
 AA3365                          SUPERSEDED SURVEY CONTROL
 AA3365
 AA3365.No superseded survey control is available for this station.
 AA3365
 AA3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT465799(NAD 83)
 AA3365_MARKER: DD = SURVEY DISK
 AA3365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3365_STAMPING: LA 101 29.1 1992 LS 5679
 AA3365_MARK LOGO: CADT  
 AA3365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3365+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3365
 AA3365  HISTORY     - Date     Condition        Report By
 AA3365  HISTORY     - 1992     MONUMENTED       CADT
 AA3365  HISTORY     - 19940726 GOOD             NGS
 AA3365
 AA3365                          STATION DESCRIPTION
 AA3365
 AA3365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3365'IN CALABASAS, AT THE INTERSECTION OF CALABASAS AND MUREAU ROADS, 30.0
 AA3365'M (98.4 FT) NORTH OF THE CENTERLINE OF CALABASAS ROAD, 6.3 M (20.7 FT)
 AA3365'EAST OF THE CENTERLINE OF MUREAU ROAD, 2.1 M (6.9 FT) SOUTH-SOUTHWEST
 AA3365'OF THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF THE MUREAU ROAD
 AA3365'OVERPASS OF FREEWAY 101, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AA3365'MUREAU ROAD, DISK IS AFFIXED TO A 1 1/2-INCH PIPE DRIVEN 0.8 METER
 AA3365'THROUGH A HOLE IN THE ASPHALT AND FLUSH WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3363 ***********************************************************************
 AA3363  DESIGNATION -  101 29.5
 AA3363  PID         -  AA3363
 AA3363  STATE/COUNTY-  CA/LOS ANGELES
 AA3363  USGS QUAD   -  CALABASAS (1967)
 AA3363
 AA3363                         *CURRENT SURVEY CONTROL
 AA3363  ___________________________________________________________________
 AA3363* NAD 83(1986)-  34 08 55.     (N)    118 40 27.     (W)     SCALED    
 AA3363* NAVD 88     -       313.545  (meters)    1028.69   (feet)  ADJUSTED  
 AA3363  ___________________________________________________________________
 AA3363  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AA3363  DYNAMIC HT  -         313.212 (meters)    1027.60  (feet)  COMP
 AA3363  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 AA3363
 AA3363  VERT ORDER  -  FIRST     CLASS II
 AA3363
 AA3363.The horizontal coordinates were scaled from a topographic map and have
 AA3363.an estimated accuracy of +/- 6 seconds.
 AA3363
 AA3363.The orthometric height was determined by differential leveling
 AA3363.and adjusted in June 1995.
 AA3363
 AA3363.The geoid height was determined by GEOID03.
 AA3363
 AA3363.The dynamic height is computed by dividing the NAVD 88
 AA3363.geopotential number by the normal gravity value computed on the
 AA3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3363.degrees latitude (g = 980.6199 gals.).
 AA3363
 AA3363.The modeled gravity was interpolated from observed gravity values.
 AA3363
 AA3363;                    North         East    Units  Estimated Accuracy
 AA3363;SPC CA 5     -   572,160.    1,937,830.      MT  (+/- 180 meters Scaled)
 AA3363
 AA3363                          SUPERSEDED SURVEY CONTROL
 AA3363
 AA3363.No superseded survey control is available for this station.
 AA3363
 AA3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT456799(NAD 83)
 AA3363_MARKER: DD = SURVEY DISK
 AA3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3363_STAMPING: 101 29.5 1992 LS 5679
 AA3363_MARK LOGO: CADT  
 AA3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3363+STABILITY: SURFACE MOTION
 AA3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3363+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3363
 AA3363  HISTORY     - Date     Condition        Report By
 AA3363  HISTORY     - 1992     MONUMENTED       CADT
 AA3363  HISTORY     - 19940726 GOOD             NGS
 AA3363
 AA3363                          STATION DESCRIPTION
 AA3363
 AA3363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3363'14.8 KM (9.20 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3363'STATE HIGHWAY 23 IN THOUSAND OAKS, 5.7 M (18.7 FT) SOUTH OF THE FOG
 AA3363'LINE OF THE SOUTHBOUND FREEWAY, 4.5 M (14.8 FT) SOUTHEAST OF CALL BOX
 AA3363'NUMBER 101 297, 3.9 M (12.8 FT) NORTH OF A CHAIN-LINK FENCE, 2.5 M
 AA3363'(8.2 FT) SOUTH-SOUTHEAST OF THE EAST END OF A GUARDRAIL, 0.3 M (1.0
 AA3363'FT) BELOW THE LEVEL OF THE FREEWAY, AND THE MONUMENT IS RECESSED 0.1 M
 AA3363'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5326 ***********************************************************************
 EW5326  DESIGNATION -  101 3 V CO
 EW5326  PID         -  EW5326
 EW5326  STATE/COUNTY-  CA/VENTURA
 EW5326  USGS QUAD   -  OJAI (1988)
 EW5326
 EW5326                         *CURRENT SURVEY CONTROL
 EW5326  ___________________________________________________________________
 EW5326* NAD 83(1986)-  34 26 57.     (N)    119 13 37.     (W)     SCALED    
 EW5326* NAVD 88     -       235.771  (meters)     773.53   (feet)  READJUSTED
 EW5326  ___________________________________________________________________
 EW5326  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EW5326  DYNAMIC HT  -         235.520 (meters)     772.70  (feet)  COMP
 EW5326  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 EW5326  OBS GRAVITY -     979,562.2   (mgal)                       GRAV_OBS
 EW5326
 EW5326  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5326
 EW5326.The horizontal coordinates were scaled from a topographic map and have
 EW5326.an estimated accuracy of +/- 6 seconds.
 EW5326
 EW5326.The orthometric height was determined by differential leveling
 EW5326.and adjusted in February 1993.
 EW5326.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5326.distribution rate of 0.0 thru 1.0 mm/km.
 EW5326.The height was derived from older observations constrained to new
 EW5326.heights in a crustal motion area.  The height is approximate in
 EW5326.relation to other heights in its vicinity.
 EW5326
 EW5326.The geoid height was determined by GEOID03.
 EW5326
 EW5326.The dynamic height is computed by dividing the NAVD 88
 EW5326.geopotential number by the normal gravity value computed on the
 EW5326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5326.degrees latitude (g = 980.6199 gals.).
 EW5326
 EW5326.The modeled gravity was interpolated from observed gravity values.
 EW5326.The observed gravity was obtained from relative gravimeter ties
 EW5326.to the IGSN71 gravity network.
 EW5326
 EW5326;                    North         East    Units  Estimated Accuracy
 EW5326;SPC CA 5     -   605,970.    1,887,260.      MT  (+/- 180 meters Scaled)
 EW5326
 EW5326                          SUPERSEDED SURVEY CONTROL
 EW5326
 EW5326  NGVD 29 (??/??/92)  234.998  (m)          770.99   (f) ADJ UNCH    1 1
 EW5326
 EW5326.Superseded values are not recommended for survey control.
 EW5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5326.See file dsdata.txt to determine how the superseded data were derived.
 EW5326
 EW5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU954142(NAD 83)
 EW5326_MARKER: DD = SURVEY DISK
 EW5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5326_STAMPING: 1969 101-3
 EW5326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5326+STABILITY: SURFACE MOTION
 EW5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5326+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 EW5326
 EW5326  HISTORY     - Date     Condition        Report By
 EW5326  HISTORY     - 1969     MONUMENTED       CA-111
 EW5326  HISTORY     - 1977     GOOD             NGS
 EW5326  HISTORY     - 20060810 GOOD             INDIV
 EW5326
 EW5326                          STATION DESCRIPTION
 EW5326
 EW5326'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5326'2.2 MI E FROM OJAI.
 EW5326'2.2 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION WITH HIGHWAY
 EW5326'33, SET A BRASS DISK IN CONCRETE TOP 2 INCHES ABOVE GROUND
 EW5326'AT THE NORTHWEST CORNER TO ENTRANCE ROAD TO CATHOLIC CHURCH
 EW5326'LOCATED APPROXIMATELY 450 FEET PLUS OR MINUS EAST OF THE
 EW5326'INTERSECTION OF HIGHWAY 150 AND GRIDLEY ROAD, 37 FEET NORTHERLY
 EW5326'OF CENTER LINE OF HIGHWAY 150, 14 FEET WESTERLY OF CENTER LINE
 EW5326'OF ENTRANCE DRIVEWAY TO LIBERAL CATHOLIC CHURCH.
 EW5326
 EW5326                          STATION RECOVERY (1977)
 EW5326
 EW5326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5326'RECOVERED IN GOOD CONDITION.
 EW5326
 EW5326                          STATION RECOVERY (2006)
 EW5326
 EW5326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 EW5326'RECOVED IN GOOD CONDITION. NOT SUITABLE FOR GPS, MONUMENT UNDER TREE
 EW5326'CANNOPY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5236 ***********************************************************************
 EW5236  DESIGNATION -  101 30 V CO
 EW5236  PID         -  EW5236
 EW5236  STATE/COUNTY-  CA/VENTURA
 EW5236  USGS QUAD   -  SANTA PAULA (1967)
 EW5236
 EW5236                         *CURRENT SURVEY CONTROL
 EW5236  ___________________________________________________________________
 EW5236* NAD 83(1986)-  34 22 25.     (N)    119 03 55.     (W)     SCALED    
 EW5236* NAVD 88     -       140.792  (meters)     461.92   (feet)  READJUSTED
 EW5236  ___________________________________________________________________
 EW5236  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW5236  DYNAMIC HT  -         140.640 (meters)     461.42  (feet)  COMP
 EW5236  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 EW5236
 EW5236  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5236
 EW5236.The horizontal coordinates were scaled from a topographic map and have
 EW5236.an estimated accuracy of +/- 6 seconds.
 EW5236
 EW5236.The orthometric height was determined by differential leveling
 EW5236.and adjusted in February 1993.
 EW5236.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5236.distribution rate of 0.0 thru 1.0 mm/km.
 EW5236.The height was derived from older observations constrained to new
 EW5236.heights in a crustal motion area.  The height is approximate in
 EW5236.relation to other heights in its vicinity.
 EW5236
 EW5236.The geoid height was determined by GEOID03.
 EW5236
 EW5236.The dynamic height is computed by dividing the NAVD 88
 EW5236.geopotential number by the normal gravity value computed on the
 EW5236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5236.degrees latitude (g = 980.6199 gals.).
 EW5236
 EW5236.The modeled gravity was interpolated from observed gravity values.
 EW5236
 EW5236;                    North         East    Units  Estimated Accuracy
 EW5236;SPC CA 5     -   597,420.    1,902,030.      MT  (+/- 180 meters Scaled)
 EW5236
 EW5236                          SUPERSEDED SURVEY CONTROL
 EW5236
 EW5236  NGVD 29 (??/??/92)  140.005  (m)          459.33   (f) ADJ UNCH    1 1
 EW5236
 EW5236.Superseded values are not recommended for survey control.
 EW5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5236.See file dsdata.txt to determine how the superseded data were derived.
 EW5236
 EW5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU101055(NAD 83)
 EW5236_MARKER: DD = SURVEY DISK
 EW5236_SETTING: 0 = UNSPECIFIED SETTING
 EW5236_STAMPING: 1969 101-30
 EW5236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5236
 EW5236  HISTORY     - Date     Condition        Report By
 EW5236  HISTORY     - 1969     MONUMENTED       CA-111
 EW5236  HISTORY     - 1977     GOOD             NGS
 EW5236
 EW5236                          STATION DESCRIPTION
 EW5236
 EW5236'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5236'1.7 MI N FROM SANTA PAULA.
 EW5236'1.7 MILES NORTHERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF
 EW5236'HIGHWAY 126, A BRONZE DISK SET IN CONCRETE 100 FEET PLUS OR MINUS
 EW5236'SOUTHERLY OF THE INTERSECTION OF ROYAL OAK PLACE AND 30 FEET
 EW5236'PLUS OR MINUS WESTELY OF WHITE LINE HIGHWAY 150, 2.5 FEET
 EW5236'NORTHERLY OF NORTH END OF A CHAIN LINK FENCE.
 EW5236
 EW5236                          STATION RECOVERY (1977)
 EW5236
 EW5236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3362 ***********************************************************************
 AA3362  DESIGNATION -  101 30.5
 AA3362  PID         -  AA3362
 AA3362  STATE/COUNTY-  CA/LOS ANGELES
 AA3362  USGS QUAD   -  CALABASAS (1967)
 AA3362
 AA3362                         *CURRENT SURVEY CONTROL
 AA3362  ___________________________________________________________________
 AA3362* NAD 83(1986)-  34 09 00.     (N)    118 41 20.     (W)     SCALED    
 AA3362* NAVD 88     -       273.848  (meters)     898.45   (feet)  ADJUSTED  
 AA3362  ___________________________________________________________________
 AA3362  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 AA3362  DYNAMIC HT  -         273.559 (meters)     897.50  (feet)  COMP
 AA3362  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 AA3362
 AA3362  VERT ORDER  -  FIRST     CLASS II
 AA3362
 AA3362.The horizontal coordinates were scaled from a topographic map and have
 AA3362.an estimated accuracy of +/- 6 seconds.
 AA3362
 AA3362.The orthometric height was determined by differential leveling
 AA3362.and adjusted in June 1995.
 AA3362
 AA3362.The geoid height was determined by GEOID03.
 AA3362
 AA3362.The dynamic height is computed by dividing the NAVD 88
 AA3362.geopotential number by the normal gravity value computed on the
 AA3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3362.degrees latitude (g = 980.6199 gals.).
 AA3362
 AA3362.The modeled gravity was interpolated from observed gravity values.
 AA3362
 AA3362;                    North         East    Units  Estimated Accuracy
 AA3362;SPC CA 5     -   572,320.    1,936,470.      MT  (+/- 180 meters Scaled)
 AA3362
 AA3362                          SUPERSEDED SURVEY CONTROL
 AA3362
 AA3362.No superseded survey control is available for this station.
 AA3362
 AA3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT443800(NAD 83)
 AA3362_MARKER: DD = SURVEY DISK
 AA3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3362_STAMPING: LA 101 30.5 1992 LS 5697
 AA3362_MARK LOGO: CADT  
 AA3362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3362+STABILITY: SURFACE MOTION
 AA3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3362+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3362
 AA3362  HISTORY     - Date     Condition        Report By
 AA3362  HISTORY     - 1992     MONUMENTED       CADT
 AA3362  HISTORY     - 19940726 GOOD             NGS
 AA3362
 AA3362                          STATION DESCRIPTION
 AA3362
 AA3362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3362'13.5 KM (8.40 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3362'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, AT THE EAST END OF A LARGE
 AA3362'PULLOUT, 34.8 M (114.2 FT) SOUTH OF THE FOG LINE OF THE SOUTHBOUND
 AA3362'FREEWAY, 8.0 M (26.2 FT) ABOVE THE LEVEL OF THE FREEWAY, 5.5 M (18.0
 AA3362'FT) NORTH OF A CHAIN-LINK FENCE, 1.0 M (3.3 FT) SOUTH OF A WITNESS
 AA3362'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5235 ***********************************************************************
 EW5235  DESIGNATION -  101 31 V CO
 EW5235  PID         -  EW5235
 EW5235  STATE/COUNTY-  CA/VENTURA
 EW5235  USGS QUAD   -  SANTA PAULA (1967)
 EW5235
 EW5235                         *CURRENT SURVEY CONTROL
 EW5235  ___________________________________________________________________
 EW5235* NAD 83(1986)-  34 21 55.     (N)    119 03 43.     (W)     SCALED    
 EW5235* NAVD 88     -       113.516  (meters)     372.43   (feet)  READJUSTED
 EW5235  ___________________________________________________________________
 EW5235  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 EW5235  DYNAMIC HT  -         113.390 (meters)     372.01  (feet)  COMP
 EW5235  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 EW5235
 EW5235  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5235
 EW5235.The horizontal coordinates were scaled from a topographic map and have
 EW5235.an estimated accuracy of +/- 6 seconds.
 EW5235
 EW5235.The orthometric height was determined by differential leveling
 EW5235.and adjusted in February 1993.
 EW5235.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5235.distribution rate of 0.0 thru 1.0 mm/km.
 EW5235.The height was derived from older observations constrained to new
 EW5235.heights in a crustal motion area.  The height is approximate in
 EW5235.relation to other heights in its vicinity.
 EW5235
 EW5235.The geoid height was determined by GEOID03.
 EW5235
 EW5235.The dynamic height is computed by dividing the NAVD 88
 EW5235.geopotential number by the normal gravity value computed on the
 EW5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5235.degrees latitude (g = 980.6199 gals.).
 EW5235
 EW5235.The modeled gravity was interpolated from observed gravity values.
 EW5235
 EW5235;                    North         East    Units  Estimated Accuracy
 EW5235;SPC CA 5     -   596,500.    1,902,320.      MT  (+/- 180 meters Scaled)
 EW5235
 EW5235                          SUPERSEDED SURVEY CONTROL
 EW5235
 EW5235  NGVD 29 (??/??/92)  112.731  (m)          369.85   (f) ADJ UNCH    1 1
 EW5235
 EW5235.Superseded values are not recommended for survey control.
 EW5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5235.See file dsdata.txt to determine how the superseded data were derived.
 EW5235
 EW5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU103045(NAD 83)
 EW5235_MARKER: DD = SURVEY DISK
 EW5235_SETTING: 0 = UNSPECIFIED SETTING
 EW5235_STAMPING: 1969 101-31
 EW5235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5235+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 EW5235
 EW5235  HISTORY     - Date     Condition        Report By
 EW5235  HISTORY     - 1969     MONUMENTED       CA-111
 EW5235  HISTORY     - 1977     GOOD             NGS
 EW5235  HISTORY     - 20030707 GOOD             GEOCAC
 EW5235
 EW5235                          STATION DESCRIPTION
 EW5235
 EW5235'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5235'1.1 MI N FROM SANTA PAULA.
 EW5235'1.1 MILES NORTHERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF
 EW5235'HIGHWAY 126, ON THE WEST SIDE OF THE HIGHWAY AND 15 FEET PLUS
 EW5235'OR MINUS NORTH OF THE CENTER LINE OF THE EXIT ROAD FROM MILL
 EW5235'PARK IN SANTA PAULA, A BRASS DISK SET IN CONCRETE FLUSH WITH
 EW5235'THE GROUND, 3 1/2 FEET NORTHERLY AND 1 FOOT WESTERLY OF
 EW5235'SOUTHERLY-MOST ROCK POST (30 INCH X 30 INCH SQUARE).
 EW5235
 EW5235                          STATION RECOVERY (1977)
 EW5235
 EW5235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5235'RECOVERED IN GOOD CONDITION.
 EW5235
 EW5235                          STATION RECOVERY (2003)
 EW5235
 EW5235'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW5235'ADD TO END OF 1969 DESCRIPTION, 'AND ONE FOOT SOUTHEAST OF A
 EW5235'THREE-FOOT TALL, METAL WITNESS POST WITH AN ORANGE SIGN.'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5234 ***********************************************************************
 EW5234  DESIGNATION -  101 32 V CO
 EW5234  PID         -  EW5234
 EW5234  STATE/COUNTY-  CA/VENTURA
 EW5234  USGS QUAD   -  SANTA PAULA (1967)
 EW5234
 EW5234                         *CURRENT SURVEY CONTROL
 EW5234  ___________________________________________________________________
 EW5234* NAD 83(1986)-  34 21 35.     (N)    119 03 38.     (W)     SCALED    
 EW5234* NAVD 88     -        99.725  (meters)     327.18   (feet)  READJUSTED
 EW5234  ___________________________________________________________________
 EW5234  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 EW5234  DYNAMIC HT  -          99.620 (meters)     326.84  (feet)  COMP
 EW5234  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 EW5234
 EW5234  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5234
 EW5234.The horizontal coordinates were scaled from a topographic map and have
 EW5234.an estimated accuracy of +/- 6 seconds.
 EW5234
 EW5234.The orthometric height was determined by differential leveling
 EW5234.and adjusted in February 1993.
 EW5234.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5234.distribution rate of 0.0 thru 1.0 mm/km.
 EW5234.The height was derived from older observations constrained to new
 EW5234.heights in a crustal motion area.  The height is approximate in
 EW5234.relation to other heights in its vicinity.
 EW5234
 EW5234.The geoid height was determined by GEOID03.
 EW5234
 EW5234.The dynamic height is computed by dividing the NAVD 88
 EW5234.geopotential number by the normal gravity value computed on the
 EW5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5234.degrees latitude (g = 980.6199 gals.).
 EW5234
 EW5234.The modeled gravity was interpolated from observed gravity values.
 EW5234
 EW5234;                    North         East    Units  Estimated Accuracy
 EW5234;SPC CA 5     -   595,880.    1,902,440.      MT  (+/- 180 meters Scaled)
 EW5234
 EW5234                          SUPERSEDED SURVEY CONTROL
 EW5234
 EW5234  NGVD 29 (??/??/92)   98.941  (m)          324.61   (f) ADJ UNCH    1 1
 EW5234
 EW5234.Superseded values are not recommended for survey control.
 EW5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5234.See file dsdata.txt to determine how the superseded data were derived.
 EW5234
 EW5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU105039(NAD 83)
 EW5234_MARKER: DD = SURVEY DISK
 EW5234_SETTING: 0 = UNSPECIFIED SETTING
 EW5234_STAMPING: 1969 101-32
 EW5234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5234+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 EW5234
 EW5234  HISTORY     - Date     Condition        Report By
 EW5234  HISTORY     - 1969     MONUMENTED       CA-111
 EW5234  HISTORY     - 1977     GOOD             NGS
 EW5234  HISTORY     - 20030707 GOOD             GEOCAC
 EW5234
 EW5234                          STATION DESCRIPTION
 EW5234
 EW5234'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5234'0.7 MI N FROM SANTA PAULA.
 EW5234'.72 OF A MILE NORTHERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF
 EW5234'HIGHWAY 126, ON THE EAST SIDE OF THE HIGHWAY, 80 FEET PLUS OR
 EW5234'MINUS NORTH OF THE INTERSECTION OF SATICOY STREET AND HIGHWAY
 EW5234'150 (OR OJAI ROAD), 1 FOOT EASTERLY OF A CONCRETE SIDEWALK, 10
 EW5234'FEET SOUTHERLY OF NORTH END OF TRAFFIC ISLAND, A BRASS DISK
 EW5234'SET IN CONCRETE FLUSH WITH THE GROUND.
 EW5234
 EW5234                          STATION RECOVERY (1977)
 EW5234
 EW5234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5234'RECOVERED IN GOOD CONDITION.
 EW5234
 EW5234                          STATION RECOVERY (2003)
 EW5234
 EW5234'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW5234'ADD TO THE END OF THE 1969 DESCRIPTION, 'THE NOTATION, '101-32', IS
 EW5234'PAINTED IN WHITE ON THE ASPHALT DIRECTLY ACROSS THE SIDEWALK FROM THE
 EW5234'DISK.'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3358 ***********************************************************************
 AA3358  DESIGNATION -  101 32.8
 AA3358  PID         -  AA3358
 AA3358  STATE/COUNTY-  CA/LOS ANGELES
 AA3358  USGS QUAD   -  CALABASAS (1967)
 AA3358
 AA3358                         *CURRENT SURVEY CONTROL
 AA3358  ___________________________________________________________________
 AA3358* NAD 83(1986)-  34 08 16.     (N)    118 43 28.     (W)     SCALED    
 AA3358* NAVD 88     -       256.615  (meters)     841.91   (feet)  ADJUSTED  
 AA3358  ___________________________________________________________________
 AA3358  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AA3358  DYNAMIC HT  -         256.347 (meters)     841.03  (feet)  COMP
 AA3358  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 AA3358
 AA3358  VERT ORDER  -  FIRST     CLASS II
 AA3358
 AA3358.The horizontal coordinates were scaled from a topographic map and have
 AA3358.an estimated accuracy of +/- 6 seconds.
 AA3358
 AA3358.The orthometric height was determined by differential leveling
 AA3358.and adjusted in June 1995.
 AA3358
 AA3358.The geoid height was determined by GEOID03.
 AA3358
 AA3358.The dynamic height is computed by dividing the NAVD 88
 AA3358.geopotential number by the normal gravity value computed on the
 AA3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3358.degrees latitude (g = 980.6199 gals.).
 AA3358
 AA3358.The modeled gravity was interpolated from observed gravity values.
 AA3358
 AA3358;                    North         East    Units  Estimated Accuracy
 AA3358;SPC CA 5     -   570,990.    1,933,180.      MT  (+/- 180 meters Scaled)
 AA3358
 AA3358                          SUPERSEDED SURVEY CONTROL
 AA3358
 AA3358.No superseded survey control is available for this station.
 AA3358
 AA3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT410787(NAD 83)
 AA3358_MARKER: DD = SURVEY DISK
 AA3358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3358_SP_SET: ABUTMENT
 AA3358_MARK LOGO: CADT  
 AA3358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3358+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 AA3358
 AA3358  HISTORY     - Date     Condition        Report By
 AA3358  HISTORY     - UNK      MONUMENTED       CADT
 AA3358  HISTORY     - 19940726 GOOD             NGS
 AA3358  HISTORY     - 20040113 GOOD             GEOCAC
 AA3358
 AA3358                          STATION DESCRIPTION
 AA3358
 AA3358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3358'9.6 KM (5.95 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3358'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, IN TOP OF AND 0.6 M (2.0 FT)
 AA3358'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT DECK OF THE
 AA3358'FREEWAY OVERPASS OF LIBERTY CANYON ROAD, 20.7 M (67.9 FT) WEST OF THE
 AA3358'CENTER OF THE ROAD, 5.5 M (18.0 FT) EAST OF THE WEST END OF THE SOUTH
 AA3358'OVERPASS GUARDRAIL, 3.0 M (9.8 FT) SOUTH OF AND LEVEL WITH THE FOG
 AA3358'LINE OF THE SOUTHBOUND FREEWAY, AND 0.3 M (1.0 FT) NORTH OF THE
 AA3358'GUARDRAIL.  NOTE--THE DISK IS NOT STAMPED.
 AA3358
 AA3358                          STATION RECOVERY (2004)
 AA3358
 AA3358'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 AA3358'THE LIBERTY CANYON ROAD OVERPASS IS AT MILE MARK LA 32.81 AND IS
 AA3358'DESIGNATED BRIDGE 53-1731.  THE DISK IS APP. 2 INCHES IN DIAMETER, AND
 AA3358'IS STAMPED 'CALIFORNIA DIVISION OF HIGHWAYS' AROUND THE RIM, WITH A
 AA3358''+' MARK IN THE CENTER.  ALL ELSE IN THE 1994 DESCRIPTION HOLDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5233 ***********************************************************************
 EW5233  DESIGNATION -  101 33
 EW5233  PID         -  EW5233
 EW5233  STATE/COUNTY-  CA/VENTURA
 EW5233  USGS QUAD   -  SANTA PAULA (1967)
 EW5233
 EW5233                         *CURRENT SURVEY CONTROL
 EW5233  ___________________________________________________________________
 EW5233* NAD 83(1986)-  34 21 22.     (N)    119 03 39.     (W)     SCALED    
 EW5233* NAVD 88     -        89.716  (meters)     294.34   (feet)  ADJUSTED  
 EW5233  ___________________________________________________________________
 EW5233  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EW5233  DYNAMIC HT  -          89.620 (meters)     294.03  (feet)  COMP
 EW5233  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 EW5233  OBS GRAVITY -     979,565.3   (mgal)                       GRAV_OBS
 EW5233
 EW5233  VERT ORDER  -  FIRST     CLASS I
 EW5233
 EW5233.The horizontal coordinates were scaled from a topographic map and have
 EW5233.an estimated accuracy of +/- 6 seconds.
 EW5233
 EW5233.The orthometric height was determined by differential leveling
 EW5233.and adjusted in June 1991.
 EW5233
 EW5233.The geoid height was determined by GEOID03.
 EW5233
 EW5233.The dynamic height is computed by dividing the NAVD 88
 EW5233.geopotential number by the normal gravity value computed on the
 EW5233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5233.degrees latitude (g = 980.6199 gals.).
 EW5233
 EW5233.The modeled gravity was interpolated from observed gravity values.
 EW5233.The observed gravity was obtained from relative gravimeter ties
 EW5233.to the IGSN71 gravity network.
 EW5233
 EW5233;                    North         East    Units  Estimated Accuracy
 EW5233;SPC CA 5     -   595,480.    1,902,410.      MT  (+/- 180 meters Scaled)
 EW5233
 EW5233                          SUPERSEDED SURVEY CONTROL
 EW5233
 EW5233  NGVD 29 (??/??/92)   88.933  (m)          291.77   (f) ADJ UNCH    1 1
 EW5233
 EW5233.Superseded values are not recommended for survey control.
 EW5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5233.See file dsdata.txt to determine how the superseded data were derived.
 EW5233
 EW5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU104035(NAD 83)
 EW5233_MARKER: DD = SURVEY DISK
 EW5233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5233_SP_SET: CONCRETE POST
 EW5233_STAMPING: 101-33 1969
 EW5233_MARK LOGO: CA-111
 EW5233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5233+STABILITY: SURFACE MOTION
 EW5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5233+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004
 EW5233
 EW5233  HISTORY     - Date     Condition        Report By
 EW5233  HISTORY     - 1969     MONUMENTED       CA-111
 EW5233  HISTORY     - 1971     GOOD             NGS
 EW5233  HISTORY     - 1977     GOOD             NGS
 EW5233  HISTORY     - 19890421 GOOD             NGS
 EW5233  HISTORY     - 20040705 GOOD             GEOCAC
 EW5233
 EW5233                          STATION DESCRIPTION
 EW5233
 EW5233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5233'AT SANTA PAULA.
 EW5233'AT SANTA PAULA, AT THE NORTHWEST CORNER OF THE JUNCTION OF SANTA
 EW5233'BARBARA STREET AND 10TH STREET, AT THE SOUTHEAST CORNER OF THE
 EW5233'SOUTHERN PACIFIC STATION, 25.2 FEET WEST OF THE WEST CURB OF
 EW5233'10TH, 34.0 FEET NORTH OF THE NORTH CURB OF SANTA BARBARA STREET,
 EW5233'3.6 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE STATION,
 EW5233'1.6 FEET EAST OF THE EAST WALL OF THE STATION, A DISK IN THE
 EW5233'TOP OF A CONCRETE POST FLUSH WITH THE SURROUNDING ASPHALT PAVED
 EW5233'AREA.
 EW5233
 EW5233                          STATION RECOVERY (1977)
 EW5233
 EW5233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5233'AT SANTA PAULA, AT THE NORTHWEST CORNER OF THE JUNCTION OF SANTA
 EW5233'BARBARA AND 10TH STREET, AT THE SOUTHEAST CORNER OF THE SOUTHERN
 EW5233'PACIFIC RAILROAD STATION, 25.2 FT. WEST OF THE WEST CURB OF 10TH
 EW5233'STREET, 34 FT. NORTH OF THE NORTH CURB OF SANTA BARBARA STREET,
 EW5233'3.6 FT. NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE STATION, 1.6
 EW5233'FT. EAST OF THE EAST WALL OF STATION.
 EW5233
 EW5233                          STATION RECOVERY (1989)
 EW5233
 EW5233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5233'RECOVERED IN GOOD CONDITION.
 EW5233
 EW5233                          STATION RECOVERY (2004)
 EW5233
 EW5233'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW5233'THE RAILROAD DEPOT NOW HOUSES THE SANTA PAULA CHAMBER OF COMMERCE AND
 EW5233'THE SANTA PAULA ART ASSOCIATION GALLERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5379 ***********************************************************************
 EW5379  DESIGNATION -  101 34 V CO
 EW5379  PID         -  EW5379
 EW5379  STATE/COUNTY-  CA/VENTURA
 EW5379  USGS QUAD   -  MATILIJA (1988)
 EW5379
 EW5379                         *CURRENT SURVEY CONTROL
 EW5379  ___________________________________________________________________
 EW5379* NAD 83(1986)-  34 26 40.     (N)    119 16 11.     (W)     SCALED    
 EW5379* NAVD 88     -       224.485  (meters)     736.50   (feet)  ADJUSTED  
 EW5379  ___________________________________________________________________
 EW5379  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 EW5379  DYNAMIC HT  -         224.247 (meters)     735.72  (feet)  COMP
 EW5379  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 EW5379
 EW5379  VERT ORDER  -  FIRST     CLASS I
 EW5379
 EW5379.The horizontal coordinates were scaled from a topographic map and have
 EW5379.an estimated accuracy of +/- 6 seconds.
 EW5379
 EW5379.The orthometric height was determined by differential leveling
 EW5379.and adjusted in June 1991.
 EW5379
 EW5379.The geoid height was determined by GEOID03.
 EW5379
 EW5379.The dynamic height is computed by dividing the NAVD 88
 EW5379.geopotential number by the normal gravity value computed on the
 EW5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5379.degrees latitude (g = 980.6199 gals.).
 EW5379
 EW5379.The modeled gravity was interpolated from observed gravity values.
 EW5379
 EW5379;                    North         East    Units  Estimated Accuracy
 EW5379;SPC CA 5     -   605,500.    1,883,320.      MT  (+/- 180 meters Scaled)
 EW5379
 EW5379                          SUPERSEDED SURVEY CONTROL
 EW5379
 EW5379  NGVD 29 (??/??/92)  223.715  (m)          733.97   (f) ADJ UNCH    1 1
 EW5379
 EW5379.Superseded values are not recommended for survey control.
 EW5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5379.See file dsdata.txt to determine how the superseded data were derived.
 EW5379
 EW5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU914137(NAD 83)
 EW5379_MARKER: DD = SURVEY DISK
 EW5379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5379_SP_SET: CONCRETE MONUMENT
 EW5379_STAMPING: 1969 101-34
 EW5379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5379
 EW5379  HISTORY     - Date     Condition        Report By
 EW5379  HISTORY     - 1969     MONUMENTED       CA-111
 EW5379  HISTORY     - 1977     GOOD             NGS
 EW5379  HISTORY     - 1983     GOOD             USGS
 EW5379  HISTORY     - 20060810 MARK NOT FOUND   INDIV
 EW5379
 EW5379                          STATION DESCRIPTION
 EW5379
 EW5379'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5379'0.5 MI NW FROM OJAI.
 EW5379'0.50 MILE NORTHWEST ALONG HIGHWAY 33 FROM THE INTERSECTION OF
 EW5379'HIGHWAY 150, ON THE SOUTH SIDE OF HIGHWAY 33, AT THE NORTHWEST
 EW5379'PROPERTY CORNER OF NOFDOFF HIGH SCHOOL PROPERTY, 1 FOOT NORTHEAST
 EW5379'OF A SIX FOOT HIGH CHAIN LINK FENCE, 1.5 FOOT EAST OF THE END
 EW5379'OF THE FENCE, A BRASS CAPPED MONUMENT SET IN CONCRETE 2 INCHES
 EW5379'ABOVE GROUND.
 EW5379
 EW5379                          STATION RECOVERY (1977)
 EW5379
 EW5379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5379'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5379'OJAI, THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5379'NORTHWEST PROPERTY CORNER OF NORDOFF HIGH SCHOOL, 27.4 FT. SOUTHWEST
 EW5379'OF THE CENTER LINE OF THE HIGHWAY, 9.5 FT. EAST OF AN UNDERGROUND
 EW5379'CABLE WARNING POST, 2.6 FT. NORTHEAST OF A FENCE CORNER.
 EW5379
 EW5379                          STATION RECOVERY (1983)
 EW5379
 EW5379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5379'RECOVERED IN GOOD CONDITION.
 EW5379
 EW5379                          STATION RECOVERY (2006)
 EW5379
 EW5379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 EW5379'SITE IMPROVEMENTS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5376 ***********************************************************************
 EW5376  DESIGNATION -  101 35 V CO
 EW5376  PID         -  EW5376
 EW5376  STATE/COUNTY-  CA/VENTURA
 EW5376  USGS QUAD   -  MATILIJA (1988)
 EW5376
 EW5376                         *CURRENT SURVEY CONTROL
 EW5376  ___________________________________________________________________
 EW5376* NAD 83(1986)-  34 27 17.     (N)    119 16 39.     (W)     SCALED    
 EW5376* NAVD 88     -       242.218  (meters)     794.68   (feet)  ADJUSTED  
 EW5376  ___________________________________________________________________
 EW5376  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EW5376  DYNAMIC HT  -         241.961 (meters)     793.83  (feet)  COMP
 EW5376  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 EW5376
 EW5376  VERT ORDER  -  FIRST     CLASS I
 EW5376
 EW5376.The horizontal coordinates were scaled from a topographic map and have
 EW5376.an estimated accuracy of +/- 6 seconds.
 EW5376
 EW5376.The orthometric height was determined by differential leveling
 EW5376.and adjusted in June 1991.
 EW5376
 EW5376.The geoid height was determined by GEOID03.
 EW5376
 EW5376.The dynamic height is computed by dividing the NAVD 88
 EW5376.geopotential number by the normal gravity value computed on the
 EW5376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5376.degrees latitude (g = 980.6199 gals.).
 EW5376
 EW5376.The modeled gravity was interpolated from observed gravity values.
 EW5376
 EW5376;                    North         East    Units  Estimated Accuracy
 EW5376;SPC CA 5     -   606,650.    1,882,620.      MT  (+/- 180 meters Scaled)
 EW5376
 EW5376                          SUPERSEDED SURVEY CONTROL
 EW5376
 EW5376  NGVD 29 (??/??/92)  241.445  (m)          792.14   (f) ADJ UNCH    1 1
 EW5376
 EW5376.Superseded values are not recommended for survey control.
 EW5376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5376.See file dsdata.txt to determine how the superseded data were derived.
 EW5376
 EW5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU907149(NAD 83)
 EW5376_MARKER: DD = SURVEY DISK
 EW5376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5376_SP_SET: CONCRETE MONUMENT
 EW5376_STAMPING: 1969 101-35
 EW5376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5376
 EW5376  HISTORY     - Date     Condition        Report By
 EW5376  HISTORY     - 1969     MONUMENTED       CA-111
 EW5376  HISTORY     - 1977     GOOD             NGS
 EW5376  HISTORY     - 1983     GOOD             USGS
 EW5376
 EW5376                          STATION DESCRIPTION
 EW5376
 EW5376'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5376'1.4 MI NW FROM OJAI.
 EW5376'1.45 MILES NORTHWEST ALONG HIGHWAY 33 FROM THE INTERSECTION OF
 EW5376'HIGHWAY 150, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 EW5376'HIGHWAY 33 AND ALVARADO AVENUE, A BRASS CAPPED MONUMENT SET IN
 EW5376'CONCRETE FLUSH WITH GROUND, 11 FEET SOUTHERLY OF TELEPHONE
 EW5376'POLE NO. 588945H, 6 1/2 FEET WESTERLY OF A FIRE HYDRANT, 39 FEET
 EW5376'SOUTHWESTERLY OF CENTERLINE HIGHWAY 33, 22 1/2 FEET NORTHWESTERLY
 EW5376'OF CENTERLINE ALVARADO AVENUE.
 EW5376
 EW5376                          STATION RECOVERY (1977)
 EW5376
 EW5376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5376'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5376'OJAI, THENCE 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5376'JUNCTION OF ALVARADO AVENUE, 39.0 FT. SOUTHWEST OF THE CENTER LINE
 EW5376'OF THE HIGHWAY, 22.5 FT. NORTHWEST OF THE CENTER LINE OF THE AVENUE
 EW5376'11.0 FT. SOUTH OF POWER POLE 588945H, 6.5 FT. WEST OF A FIRE HYDRANT
 EW5376'3.0 FT. SOUTHEAST OF A FENCE.
 EW5376
 EW5376                          STATION RECOVERY (1983)
 EW5376
 EW5376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3353 ***********************************************************************
 AA3353  DESIGNATION -  101 35.7
 AA3353  PID         -  AA3353
 AA3353  STATE/COUNTY-  CA/LOS ANGELES
 AA3353  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3353
 AA3353                         *CURRENT SURVEY CONTROL
 AA3353  ___________________________________________________________________
 AA3353* NAD 83(1986)-  34 08 49.     (N)    118 46 13.     (W)     SCALED    
 AA3353* NAVD 88     -       267.666  (meters)     878.17   (feet)  ADJUSTED  
 AA3353  ___________________________________________________________________
 AA3353  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AA3353  DYNAMIC HT  -         267.389 (meters)     877.26  (feet)  COMP
 AA3353  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 AA3353
 AA3353  VERT ORDER  -  FIRST     CLASS II
 AA3353
 AA3353.The horizontal coordinates were scaled from a topographic map and have
 AA3353.an estimated accuracy of +/- 6 seconds.
 AA3353
 AA3353.The orthometric height was determined by differential leveling
 AA3353.and adjusted in June 1995.
 AA3353
 AA3353.The geoid height was determined by GEOID03.
 AA3353
 AA3353.The dynamic height is computed by dividing the NAVD 88
 AA3353.geopotential number by the normal gravity value computed on the
 AA3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3353.degrees latitude (g = 980.6199 gals.).
 AA3353
 AA3353.The modeled gravity was interpolated from observed gravity values.
 AA3353
 AA3353;                    North         East    Units  Estimated Accuracy
 AA3353;SPC CA 5     -   572,040.    1,928,960.      MT  (+/- 180 meters Scaled)
 AA3353
 AA3353                          SUPERSEDED SURVEY CONTROL
 AA3353
 AA3353.No superseded survey control is available for this station.
 AA3353
 AA3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT367798(NAD 83)
 AA3353_MARKER: DD = SURVEY DISK
 AA3353_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AA3353+WITH SETTING: INTO GROUND
 AA3353_MARK LOGO: CADT  
 AA3353_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3353+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3353
 AA3353  HISTORY     - Date     Condition        Report By
 AA3353  HISTORY     - UNK      MONUMENTED       CADT
 AA3353  HISTORY     - 19940726 GOOD             NGS
 AA3353
 AA3353                          STATION DESCRIPTION
 AA3353
 AA3353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3353'5.3 KM (3.30 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 AA3353'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, 1.8 M (5.9 FT) EAST OF CALL
 AA3353'BOX NUMBER 101 357, 0.5 M (1.6 FT) SOUTH OF THE CURB OF THE SOUTHBOUND
 AA3353'LANES OF THE FREEWAY, 0.4 M (1.3 FT) EAST OF THE NORTHEAST CORNER OF
 AA3353'THE CALL BOX PLATFORM, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AA3353'FREEWAY.  NOTE--THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5327 ***********************************************************************
 EW5327  DESIGNATION -  101 4 V CO
 EW5327  PID         -  EW5327
 EW5327  STATE/COUNTY-  CA/VENTURA
 EW5327  USGS QUAD   -  OJAI (1988)
 EW5327
 EW5327                         *CURRENT SURVEY CONTROL
 EW5327  ___________________________________________________________________
 EW5327* NAD 83(1986)-  34 26 58.     (N)    119 13 09.     (W)     SCALED    
 EW5327* NAVD 88     -       243.521  (meters)     798.95   (feet)  READJUSTED
 EW5327  ___________________________________________________________________
 EW5327  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW5327  DYNAMIC HT  -         243.260 (meters)     798.10  (feet)  COMP
 EW5327  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 EW5327
 EW5327  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5327
 EW5327.The horizontal coordinates were scaled from a topographic map and have
 EW5327.an estimated accuracy of +/- 6 seconds.
 EW5327
 EW5327.The orthometric height was determined by differential leveling
 EW5327.and adjusted in February 1993.
 EW5327.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5327.distribution rate of 0.0 thru 1.0 mm/km.
 EW5327.The height was derived from older observations constrained to new
 EW5327.heights in a crustal motion area.  The height is approximate in
 EW5327.relation to other heights in its vicinity.
 EW5327
 EW5327.The geoid height was determined by GEOID03.
 EW5327
 EW5327.The dynamic height is computed by dividing the NAVD 88
 EW5327.geopotential number by the normal gravity value computed on the
 EW5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5327.degrees latitude (g = 980.6199 gals.).
 EW5327
 EW5327.The modeled gravity was interpolated from observed gravity values.
 EW5327
 EW5327;                    North         East    Units  Estimated Accuracy
 EW5327;SPC CA 5     -   606,000.    1,887,970.      MT  (+/- 180 meters Scaled)
 EW5327
 EW5327                          SUPERSEDED SURVEY CONTROL
 EW5327
 EW5327  NGVD 29 (??/??/92)  242.747  (m)          796.41   (f) ADJ UNCH    1 1
 EW5327
 EW5327.Superseded values are not recommended for survey control.
 EW5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5327.See file dsdata.txt to determine how the superseded data were derived.
 EW5327
 EW5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU961142(NAD 83)
 EW5327_MARKER: DD = SURVEY DISK
 EW5327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5327_SP_SET: BRIDGE
 EW5327_STAMPING: 1969 101-4
 EW5327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5327
 EW5327  HISTORY     - Date     Condition        Report By
 EW5327  HISTORY     - 1969     MONUMENTED       CA-111
 EW5327  HISTORY     - 1977     GOOD             NGS
 EW5327
 EW5327                          STATION DESCRIPTION
 EW5327
 EW5327'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5327'2.6 MI E FROM OJAI.
 EW5327'2.6 MILES EASTERLY ALONG HIGHWAY 150 FROM THE JUNCTION OF HIGHWAY
 EW5327'33, STANDARD VENTURA COUNTY BRASS MONUMENT SET IN CONCRETE
 EW5327'OF NORTHEAST WINGWALL OF BRIDGE ON GORHAM ROAD, 400 FEET PLUS
 EW5327'OR MINUS NORTHERLY OF CENTER LINE OF HIGHWAY 150, 18 FEET
 EW5327'EASTERLY FROM CENTER LINE GORHAM ROAD.
 EW5327
 EW5327                          STATION RECOVERY (1977)
 EW5327
 EW5327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5328 ***********************************************************************
 EW5328  DESIGNATION -  101 5 V CO
 EW5328  PID         -  EW5328
 EW5328  STATE/COUNTY-  CA/VENTURA
 EW5328  USGS QUAD   -  OJAI (1988)
 EW5328
 EW5328                         *CURRENT SURVEY CONTROL
 EW5328  ___________________________________________________________________
 EW5328* NAD 83(1986)-  34 26 51.     (N)    119 12 51.     (W)     SCALED    
 EW5328* NAVD 88     -       249.652  (meters)     819.07   (feet)  READJUSTED
 EW5328  ___________________________________________________________________
 EW5328  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW5328  DYNAMIC HT  -         249.380 (meters)     818.17  (feet)  COMP
 EW5328  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 EW5328
 EW5328  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5328
 EW5328.The horizontal coordinates were scaled from a topographic map and have
 EW5328.an estimated accuracy of +/- 6 seconds.
 EW5328
 EW5328.The orthometric height was determined by differential leveling
 EW5328.and adjusted in February 1993.
 EW5328.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5328.distribution rate of 0.0 thru 1.0 mm/km.
 EW5328.The height was derived from older observations constrained to new
 EW5328.heights in a crustal motion area.  The height is approximate in
 EW5328.relation to other heights in its vicinity.
 EW5328
 EW5328.The geoid height was determined by GEOID03.
 EW5328
 EW5328.The dynamic height is computed by dividing the NAVD 88
 EW5328.geopotential number by the normal gravity value computed on the
 EW5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5328.degrees latitude (g = 980.6199 gals.).
 EW5328
 EW5328.The modeled gravity was interpolated from observed gravity values.
 EW5328
 EW5328;                    North         East    Units  Estimated Accuracy
 EW5328;SPC CA 5     -   605,780.    1,888,430.      MT  (+/- 180 meters Scaled)
 EW5328
 EW5328                          SUPERSEDED SURVEY CONTROL
 EW5328
 EW5328  NGVD 29 (??/??/92)  248.877  (m)          816.52   (f) ADJ UNCH    1 1
 EW5328
 EW5328.Superseded values are not recommended for survey control.
 EW5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5328.See file dsdata.txt to determine how the superseded data were derived.
 EW5328
 EW5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU965140(NAD 83)
 EW5328_MARKER: DD = SURVEY DISK
 EW5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5328_STAMPING: 101-5 1969
 EW5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5328+STABILITY: SURFACE MOTION
 EW5328
 EW5328  HISTORY     - Date     Condition        Report By
 EW5328  HISTORY     - 1969     MONUMENTED       CA-111
 EW5328  HISTORY     - 1977     GOOD             NGS
 EW5328
 EW5328                          STATION DESCRIPTION
 EW5328
 EW5328'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5328'AT OJAI.
 EW5328'2.9 MI EASTERLY ALONG HIGHWAY 150 FROM JUNCTION WITH HIGHWAY 33,
 EW5328'SET BRASS DISK IN CONCRETE TOP 2 IN ABOVE GROUND ON THE N SIDE
 EW5328'OF HIGHWAY 150 APPROXIMATELY 0.3 MI E OF THE INTERSECTION OF
 EW5328'HWY 150 AND GORHAM RD, AND AT THE ENTRANCE TO ST. JOSEPH
 EW5328'CONVALESCENT HOSPITAL, 28 FT NORTHERLY OF CENTER LINE OF HIGHWAY
 EW5328'150, 38 FT WESTERLY OF CENTER LINE OF HOSPITAL ENTRANCE DRIVEWAY.
 EW5328
 EW5328                          STATION RECOVERY (1977)
 EW5328
 EW5328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5329 ***********************************************************************
 EW5329  DESIGNATION -  101 6 V CO
 EW5329  PID         -  EW5329
 EW5329  STATE/COUNTY-  CA/VENTURA
 EW5329  USGS QUAD   -  OJAI (1988)
 EW5329
 EW5329                         *CURRENT SURVEY CONTROL
 EW5329  ___________________________________________________________________
 EW5329* NAD 83(1986)-  34 26 46.     (N)    119 12 22.     (W)     SCALED    
 EW5329* NAVD 88     -       260.725  (meters)     855.40   (feet)  READJUSTED
 EW5329  ___________________________________________________________________
 EW5329  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW5329  DYNAMIC HT  -         260.440 (meters)     854.46  (feet)  COMP
 EW5329  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 EW5329
 EW5329  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5329
 EW5329.The horizontal coordinates were scaled from a topographic map and have
 EW5329.an estimated accuracy of +/- 6 seconds.
 EW5329
 EW5329.The orthometric height was determined by differential leveling
 EW5329.and adjusted in February 1993.
 EW5329.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5329.distribution rate of 0.0 thru 1.0 mm/km.
 EW5329.The height was derived from older observations constrained to new
 EW5329.heights in a crustal motion area.  The height is approximate in
 EW5329.relation to other heights in its vicinity.
 EW5329
 EW5329.The geoid height was determined by GEOID03.
 EW5329
 EW5329.The dynamic height is computed by dividing the NAVD 88
 EW5329.geopotential number by the normal gravity value computed on the
 EW5329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5329.degrees latitude (g = 980.6199 gals.).
 EW5329
 EW5329.The modeled gravity was interpolated from observed gravity values.
 EW5329
 EW5329;                    North         East    Units  Estimated Accuracy
 EW5329;SPC CA 5     -   605,610.    1,889,170.      MT  (+/- 180 meters Scaled)
 EW5329
 EW5329                          SUPERSEDED SURVEY CONTROL
 EW5329
 EW5329  NGVD 29 (??/??/92)  259.950  (m)          852.85   (f) ADJ UNCH    1 1
 EW5329
 EW5329.Superseded values are not recommended for survey control.
 EW5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5329.See file dsdata.txt to determine how the superseded data were derived.
 EW5329
 EW5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU973138(NAD 83)
 EW5329_MARKER: DD = SURVEY DISK
 EW5329_SETTING: 0 = UNSPECIFIED SETTING
 EW5329_STAMPING: 101-6 1969
 EW5329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5329
 EW5329  HISTORY     - Date     Condition        Report By
 EW5329  HISTORY     - 1969     MONUMENTED       CA-111
 EW5329  HISTORY     - 1977     GOOD             NGS
 EW5329
 EW5329                          STATION DESCRIPTION
 EW5329
 EW5329'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5329'AT OJAI.
 EW5329'3.45 MI EASTERLY ALONG HIGHWAY 150 FROM JUNCTION WITH HIGHWAY
 EW5329'33, SET A BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND
 EW5329'ON THE S SIDE OF HIGHWAY 150 AT THE SE CORNER OF HWY 150 AND
 EW5329'CARNE ROAD, 2.0 FT N OF THE FACE OF A ROCK WALL AND 3 FT E OF
 EW5329'TELEPHONE POLE 716807H, 26 FT SOUTHERLY OF CENTER LINE OF
 EW5329'HIGHWAY 150.
 EW5329
 EW5329                          STATION RECOVERY (1977)
 EW5329
 EW5329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5330 ***********************************************************************
 EW5330  DESIGNATION -  101 7 V CO
 EW5330  PID         -  EW5330
 EW5330  STATE/COUNTY-  CA/VENTURA
 EW5330  USGS QUAD   -  OJAI (1988)
 EW5330
 EW5330                         *CURRENT SURVEY CONTROL
 EW5330  ___________________________________________________________________
 EW5330* NAD 83(1986)-  34 26 42.     (N)    119 12 06.     (W)     SCALED    
 EW5330* NAVD 88     -       283.240  (meters)     929.26   (feet)  READJUSTED
 EW5330  ___________________________________________________________________
 EW5330  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EW5330  DYNAMIC HT  -         282.940 (meters)     928.28  (feet)  COMP
 EW5330  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 EW5330
 EW5330  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5330
 EW5330.The horizontal coordinates were scaled from a topographic map and have
 EW5330.an estimated accuracy of +/- 6 seconds.
 EW5330
 EW5330.The orthometric height was determined by differential leveling
 EW5330.and adjusted in February 1993.
 EW5330.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5330.distribution rate of 0.0 thru 1.0 mm/km.
 EW5330.The height was derived from older observations constrained to new
 EW5330.heights in a crustal motion area.  The height is approximate in
 EW5330.relation to other heights in its vicinity.
 EW5330
 EW5330.The geoid height was determined by GEOID03.
 EW5330
 EW5330.The dynamic height is computed by dividing the NAVD 88
 EW5330.geopotential number by the normal gravity value computed on the
 EW5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5330.degrees latitude (g = 980.6199 gals.).
 EW5330
 EW5330.The modeled gravity was interpolated from observed gravity values.
 EW5330
 EW5330;                    North         East    Units  Estimated Accuracy
 EW5330;SPC CA 5     -   605,480.    1,889,580.      MT  (+/- 180 meters Scaled)
 EW5330
 EW5330                          SUPERSEDED SURVEY CONTROL
 EW5330
 EW5330  NGVD 29 (??/??/92)  282.465  (m)          926.72   (f) ADJ UNCH    1 1
 EW5330
 EW5330.Superseded values are not recommended for survey control.
 EW5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5330.See file dsdata.txt to determine how the superseded data were derived.
 EW5330
 EW5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU977136(NAD 83)
 EW5330_MARKER: DD = SURVEY DISK
 EW5330_SETTING: 0 = UNSPECIFIED SETTING
 EW5330_STAMPING: 101-7 1969
 EW5330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5330
 EW5330  HISTORY     - Date     Condition        Report By
 EW5330  HISTORY     - 1969     MONUMENTED       CA-111
 EW5330  HISTORY     - 1977     GOOD             NGS
 EW5330
 EW5330                          STATION DESCRIPTION
 EW5330
 EW5330'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5330'AT OJAI.
 EW5330'3.75 MI EASTERLY ALONG HWY 150 FROM JUNCTION WITH HWY 33, SET
 EW5330'A BRASS DISK IN CONCRETE WITH TOP 2 IN ABOVE GROUND, LOCATED
 EW5330'APPROXIMATELY 0.2 MI EASTERLY OF THE INTERSECTION OF HWY 150
 EW5330'AND REEVES RD, AND ON THE S SIDE OF HWY 150, 21 FT SOUTHERLY
 EW5330'OF CENTER LINE OF HWY 150, 3 FT SOUTHERLY WOOD AND METAL GUARD
 EW5330'RAIL, 8 FT WESTERLY TELEPHONE POLE 91850H.
 EW5330
 EW5330                          STATION RECOVERY (1977)
 EW5330
 EW5330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5331 ***********************************************************************
 EW5331  DESIGNATION -  101 8 V CO
 EW5331  PID         -  EW5331
 EW5331  STATE/COUNTY-  CA/VENTURA
 EW5331  USGS QUAD   -  OJAI (1988)
 EW5331
 EW5331                         *CURRENT SURVEY CONTROL
 EW5331  ___________________________________________________________________
 EW5331* NAD 83(1986)-  34 26 35.     (N)    119 12 06.     (W)     SCALED    
 EW5331* NAVD 88     -       309.195  (meters)    1014.42   (feet)  READJUSTED
 EW5331  ___________________________________________________________________
 EW5331  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EW5331  DYNAMIC HT  -         308.860 (meters)    1013.32  (feet)  COMP
 EW5331  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 EW5331
 EW5331  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5331
 EW5331.The horizontal coordinates were scaled from a topographic map and have
 EW5331.an estimated accuracy of +/- 6 seconds.
 EW5331
 EW5331.The orthometric height was determined by differential leveling
 EW5331.and adjusted in February 1993.
 EW5331.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5331.distribution rate of 0.0 thru 1.0 mm/km.
 EW5331.The height was derived from older observations constrained to new
 EW5331.heights in a crustal motion area.  The height is approximate in
 EW5331.relation to other heights in its vicinity.
 EW5331
 EW5331.The geoid height was determined by GEOID03.
 EW5331
 EW5331.The dynamic height is computed by dividing the NAVD 88
 EW5331.geopotential number by the normal gravity value computed on the
 EW5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5331.degrees latitude (g = 980.6199 gals.).
 EW5331
 EW5331.The modeled gravity was interpolated from observed gravity values.
 EW5331
 EW5331;                    North         East    Units  Estimated Accuracy
 EW5331;SPC CA 5     -   605,270.    1,889,570.      MT  (+/- 180 meters Scaled)
 EW5331
 EW5331                          SUPERSEDED SURVEY CONTROL
 EW5331
 EW5331  NGVD 29 (??/??/92)  308.419  (m)         1011.87   (f) ADJ UNCH    1 1
 EW5331
 EW5331.Superseded values are not recommended for survey control.
 EW5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5331.See file dsdata.txt to determine how the superseded data were derived.
 EW5331
 EW5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU977134(NAD 83)
 EW5331_MARKER: DD = SURVEY DISK
 EW5331_SETTING: 0 = UNSPECIFIED SETTING
 EW5331_STAMPING: 101-8 1969
 EW5331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5331
 EW5331  HISTORY     - Date     Condition        Report By
 EW5331  HISTORY     - 1969     MONUMENTED       CA-111
 EW5331  HISTORY     - 1977     GOOD             NGS
 EW5331
 EW5331                          STATION DESCRIPTION
 EW5331
 EW5331'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5331'AT OJAI.
 EW5331'4.05 MI EASTERLY ALONG HWY 150 FROM JUNCTION HWY 33, SET
 EW5331'BRASS DISK IN CONCRETE, TOP 2 IN ABOVE GROUND, LOCATED ON
 EW5331'THE SOUTHERLY SIDE OF HWY 150 APPROXIMATELY 0.5 MI EASTERLY OF
 EW5331'THE INTERSECTION OF HWY 150 AND REEVES RD, 29 FT SOUTHWESTERLY
 EW5331'OF WHITE STRIPE ON HWY 150, 32 FT EASTERLY OF CENTER LINE
 EW5331'DRIVEWAY TO HOUSE NO. 3510, 2 FT NORTHEASTERLY OF CHAIN LINK
 EW5331'FENCE.
 EW5331
 EW5331                          STATION RECOVERY (1977)
 EW5331
 EW5331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5332 ***********************************************************************
 EW5332  DESIGNATION -  101 9 V CO
 EW5332  PID         -  EW5332
 EW5332  STATE/COUNTY-  CA/VENTURA
 EW5332  USGS QUAD   -  OJAI (1988)
 EW5332
 EW5332                         *CURRENT SURVEY CONTROL
 EW5332  ___________________________________________________________________
 EW5332* NAD 83(1986)-  34 26 28.     (N)    119 11 52.     (W)     SCALED    
 EW5332* NAVD 88     -       343.341  (meters)    1126.44   (feet)  READJUSTED
 EW5332  ___________________________________________________________________
 EW5332  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW5332  DYNAMIC HT  -         342.970 (meters)    1125.23  (feet)  COMP
 EW5332  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 EW5332
 EW5332  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5332
 EW5332.The horizontal coordinates were scaled from a topographic map and have
 EW5332.an estimated accuracy of +/- 6 seconds.
 EW5332
 EW5332.The orthometric height was determined by differential leveling
 EW5332.and adjusted in February 1993.
 EW5332.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5332.distribution rate of 0.0 thru 1.0 mm/km.
 EW5332.The height was derived from older observations constrained to new
 EW5332.heights in a crustal motion area.  The height is approximate in
 EW5332.relation to other heights in its vicinity.
 EW5332
 EW5332.The geoid height was determined by GEOID03.
 EW5332
 EW5332.The dynamic height is computed by dividing the NAVD 88
 EW5332.geopotential number by the normal gravity value computed on the
 EW5332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5332.degrees latitude (g = 980.6199 gals.).
 EW5332
 EW5332.The modeled gravity was interpolated from observed gravity values.
 EW5332
 EW5332;                    North         East    Units  Estimated Accuracy
 EW5332;SPC CA 5     -   605,050.    1,889,930.      MT  (+/- 180 meters Scaled)
 EW5332
 EW5332                          SUPERSEDED SURVEY CONTROL
 EW5332
 EW5332  NGVD 29 (??/??/92)  342.564  (m)         1123.90   (f) ADJ UNCH    1 1
 EW5332
 EW5332.Superseded values are not recommended for survey control.
 EW5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5332.See file dsdata.txt to determine how the superseded data were derived.
 EW5332
 EW5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU980132(NAD 83)
 EW5332_MARKER: DD = SURVEY DISK
 EW5332_SETTING: 0 = UNSPECIFIED SETTING
 EW5332_STAMPING: 101-9 1969
 EW5332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5332
 EW5332  HISTORY     - Date     Condition        Report By
 EW5332  HISTORY     - 1969     MONUMENTED       CA-111
 EW5332  HISTORY     - 1977     GOOD             NGS
 EW5332
 EW5332                          STATION DESCRIPTION
 EW5332
 EW5332'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5332'AT OJAI.
 EW5332'A BRASS DISK SET IN CONCRETE 4.5 MI EASTERLY ALONG HWY 150
 EW5332'FROM THE INTERSECTION WITH HWY 33 GOING TO SANTA PAULA, AND 140
 EW5332'FT WESTERLY OF PILE POST 20.83, 33 FT NORTHWESTERLY OF CENTER
 EW5332'LINE OF HWY 150.
 EW5332
 EW5332                          STATION RECOVERY (1977)
 EW5332
 EW5332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1053 ***********************************************************************
 KS1053  DESIGNATION -  101 B USGS
 KS1053  PID         -  KS1053
 KS1053  STATE/COUNTY-  CA/BUTTE
 KS1053  USGS QUAD   -  HONCUT (1973)
 KS1053
 KS1053                         *CURRENT SURVEY CONTROL
 KS1053  ___________________________________________________________________
 KS1053* NAD 83(1986)-  39 21 51.     (N)    121 36 30.     (W)     SCALED    
 KS1053* NAVD 88     -        31.518  (meters)     103.41   (feet)  ADJUSTED  
 KS1053  ___________________________________________________________________
 KS1053  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 KS1053  DYNAMIC HT  -          31.500 (meters)     103.35  (feet)  COMP
 KS1053  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 KS1053
 KS1053  VERT ORDER  -  FIRST     CLASS II
 KS1053
 KS1053.The horizontal coordinates were scaled from a topographic map and have
 KS1053.an estimated accuracy of +/- 6 seconds.
 KS1053
 KS1053.The orthometric height was determined by differential leveling
 KS1053.and adjusted in June 1991.
 KS1053
 KS1053.The geoid height was determined by GEOID03.
 KS1053
 KS1053.The dynamic height is computed by dividing the NAVD 88
 KS1053.geopotential number by the normal gravity value computed on the
 KS1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1053.degrees latitude (g = 980.6199 gals.).
 KS1053
 KS1053.The modeled gravity was interpolated from observed gravity values.
 KS1053
 KS1053;                    North         East    Units  Estimated Accuracy
 KS1053;SPC CA 2     -   688,510.    2,033,750.      MT  (+/- 180 meters Scaled)
 KS1053
 KS1053                          SUPERSEDED SURVEY CONTROL
 KS1053
 KS1053  NGVD 29 (??/??/??)   30.826  (m)          101.14   (f) ADJUSTED    1 2
 KS1053
 KS1053.Superseded values are not recommended for survey control.
 KS1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1053.See file dsdata.txt to determine how the superseded data were derived.
 KS1053
 KS1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ198581(NAD 83)
 KS1053_MARKER: P = PIPE CAP
 KS1053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS1053_STAMPING: 101 B B D 1909 CAL
 KS1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1053
 KS1053  HISTORY     - Date     Condition        Report By
 KS1053  HISTORY     - 1909     MONUMENTED       USGS
 KS1053  HISTORY     - 1949     GOOD             NGS
 KS1053  HISTORY     - 19870325 GOOD             USPSQD
 KS1053  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS1053
 KS1053                          STATION DESCRIPTION
 KS1053
 KS1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS1053'4.9 MI E FROM GRIDLEY.
 KS1053'4.9 MILES EAST ALONG THE OROVILLE ROAD FROM THE SOUTHERN PACIFIC
 KS1053'CO. RAILROAD STATION AT GRIDLEY, AT ROBINSON CORNER, 180 FEET
 KS1053'SOUTH OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 24,
 KS1053'ABOUT 105 YARDS SOUTH OF THE SOUTHEAST CORNER OF A LARGE
 KS1053'BUILDING, 38 FEET SOUTH OF A LARGE FORKED LIVE OAK TREE, 29 FEET
 KS1053'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST OF A
 KS1053'WITNESS POST, 0.8 FOOT WEST OF A FENCE, AND RIVETED ON THE TOP
 KS1053'OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 KS1053
 KS1053                          STATION RECOVERY (1987)
 KS1053
 KS1053'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG)
 KS1053'RECOVERED IN GOOD CONDITION.
 KS1053
 KS1053                          STATION RECOVERY (2004)
 KS1053
 KS1053'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0352 ***********************************************************************
 DY0352  DESIGNATION -  101 C OF LB
 DY0352  PID         -  DY0352
 DY0352  STATE/COUNTY-  CA/LOS ANGELES
 DY0352  USGS QUAD   -  LONG BEACH (1981)
 DY0352
 DY0352                         *CURRENT SURVEY CONTROL
 DY0352  ___________________________________________________________________
 DY0352* NAD 83(1986)-  33 47 51.     (N)    118 10 03.     (W)     SCALED    
 DY0352* NAVD 88     -        39.17   (+/-2cm)     128.5    (feet)  VERTCON   
 DY0352  ___________________________________________________________________
 DY0352  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY0352  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0352
 DY0352.The horizontal coordinates were scaled from a topographic map and have
 DY0352.an estimated accuracy of +/- 6 seconds.
 DY0352
 DY0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0352.The vertical order pertains to the NGVD 29 superseded value.
 DY0352
 DY0352.The geoid height was determined by GEOID03.
 DY0352
 DY0352;                    North         East    Units  Estimated Accuracy
 DY0352;SPC CA 5     -   533,010.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0352
 DY0352                          SUPERSEDED SURVEY CONTROL
 DY0352
 DY0352  NGVD 29 (??/??/92)   38.392  (m)          125.96   (f) ADJ UNCH    1 2
 DY0352
 DY0352.Superseded values are not recommended for survey control.
 DY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0352.See file dsdata.txt to determine how the superseded data were derived.
 DY0352
 DY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919403(NAD 83)
 DY0352_MARKER: DD = SURVEY DISK
 DY0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0352_STAMPING: BM NO 101
 DY0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0352+STABILITY: SURFACE MOTION
 DY0352
 DY0352  HISTORY     - Date     Condition        Report By
 DY0352  HISTORY     - UNK      MONUMENTED       CA1970
 DY0352  HISTORY     - 1949     MARK NOT FOUND   NGS
 DY0352  HISTORY     - 1949     MARK NOT FOUND   NGS
 DY0352
 DY0352                          STATION DESCRIPTION
 DY0352
 DY0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0352'AT SIGNAL HILL.
 DY0352'AT SIGNAL HILL, LOS ANGELES COUNTY, AT THE NORTHWEST CORNER OF
 DY0352'THE INTERSECTION OF CHERRY AVENUE AND HILL STREET, 13.5 FEET
 DY0352'NORTH OF THE PROPERTY LINE, AND 4.1 FEET WEST OF THE CURB.  A
 DY0352'CITY OF LONG BEACH STANDARD DISK, STAMPED BM NO 101 AND SET IN
 DY0352'THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND, ACCESS
 DY0352'TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE.
 DY0352
 DY0352                          STATION RECOVERY (1949)
 DY0352
 DY0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DY0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6368 ***********************************************************************
 DH6368  DESIGNATION -  101 DN 14.83
 DH6368  PID         -  DH6368
 DH6368  STATE/COUNTY-  CA/DEL NORTE
 DH6368  USGS QUAD   -  CHILDS HILL (1975)
 DH6368
 DH6368                         *CURRENT SURVEY CONTROL
 DH6368  ___________________________________________________________________
 DH6368* NAD 83(2007)-  41 37 58.45394(N)    124 06 54.07281(W)     ADJUSTED  
 DH6368* NAVD 88     -       205.9    (meters)     676.     (feet)  GPS OBS   
 DH6368  ___________________________________________________________________
 DH6368  EPOCH DATE  -        2007.00
 DH6368  X           -  -2,677,704.501 (meters)                     COMP
 DH6368  Y           -  -3,952,720.571 (meters)                     COMP
 DH6368  Z           -   4,215,333.968 (meters)                     COMP
 DH6368  LAPLACE CORR-          13.34  (seconds)                    DEFLEC99
 DH6368  ELLIP HEIGHT-         177.261 (meters)          (02/10/07) ADJUSTED
 DH6368  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DH6368
 DH6368  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6368  Type    PID    Designation                      North   East  Ellip
 DH6368  -------------------------------------------------------------------
 DH6368  NETWORK DH6368 101 DN 14.83                      2.37   2.04   4.68
 DH6368  -------------------------------------------------------------------
 DH6368
 DH6368.The horizontal coordinates were established by GPS observations
 DH6368.and adjusted by the National Geodetic Survey in February 2007.
 DH6368
 DH6368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6368.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6368.The horizontal coordinates are valid at the epoch date displayed above.
 DH6368.The epoch date for horizontal control is a decimal equivalence
 DH6368.of Year/Month/Day.
 DH6368
 DH6368.The orthometric height was determined by GPS observations and a
 DH6368.high-resolution geoid model.
 DH6368
 DH6368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6368
 DH6368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6368
 DH6368.The ellipsoidal height was determined by GPS observations
 DH6368.and is referenced to NAD 83.
 DH6368
 DH6368.The geoid height was determined by GEOID03.
 DH6368
 DH6368;                    North         East     Units Scale Factor Converg.
 DH6368;SPC CA 1     -   757,475.089 1,823,784.033   MT  0.99999160   -1 22 58.7
 DH6368;SPC CA 1     - 2,485,149.52  5,983,531.45   sFT  0.99999160   -1 22 58.7
 DH6368;UTM  10      - 4,609,619.681   407,127.141   MT  0.99970614   -0 44 27.0
 DH6368
 DH6368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6368!SPC CA 1     -   0.99997220  x   0.99999160  =   0.99996380
 DH6368!UTM  10      -   0.99997220  x   0.99970614  =   0.99967835
 DH6368
 DH6368                          SUPERSEDED SURVEY CONTROL
 DH6368
 DH6368  NAD 83(1998)-  41 37 58.45296(N)    124 06 54.07526(W) AD(2004.69) B
 DH6368  ELLIP H (09/28/05)  177.281  (m)                       GP(       ) 4 1
 DH6368
 DH6368.Superseded values are not recommended for survey control.
 DH6368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6368.See file dsdata.txt to determine how the superseded data were derived.
 DH6368
 DH6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0712709620(NAD 83)
 DH6368_MARKER: DD = SURVEY DISK
 DH6368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6368_STAMPING: 101-DN-14.83
 DH6368_MARK LOGO: CSRC  
 DH6368_PROJECTION: RECESSED 10 CENTIMETERS
 DH6368_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6368+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 DH6368_ROD/PIPE-DEPTH: 3.5  meters
 DH6368
 DH6368  HISTORY     - Date     Condition        Report By
 DH6368  HISTORY     - 20041024 MONUMENTED       CADT
 DH6368
 DH6368                          STATION DESCRIPTION
 DH6368
 DH6368'DESCRIBED BY CALTRANS 2004 (RE)
 DH6368'THE STATION IS LOCATED APPROXIMATELY 19.4 KM (12 MI) SOUTH OF CRESCENT
 DH6368'CITY AND 14.5 KM (9  MI) NORTH OF THE INTERSECTION OF HIGHWAYS 101 AND
 DH6368'169 IN KLAMATH.
 DH6368' 
 DH6368'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 101 AND CITIZENS
 DH6368'DOCK RD (POST  MILE 25.5) IN CRESCENT CITY, PROCEED SOUTH ON HIGHWAY
 DH6368'101 17.1 KM (10.6 MI) TO A LARGE  GRAVEL TURNOUT AT POST MILE 14.83
 DH6368'AND THE STATION ON THE RIGHT.
 DH6368' 
 DH6368'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6368'SET IN CONCRETE  FLUSH WITH THE GROUND, 18.7 M  WESTERLY OF THE
 DH6368'PAINTED CENTERLINE OF THE HIGHWAY, 9.7 M   NORTHWESTERLY OF CALL BOX
 DH6368'101-149 AND 23.7 M NORTHWESTERLY OF A 'TRUCKS 30 MPH' SIGN  POST.
 DH6368' 
 DH6368'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6368'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6368'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6368'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6368'EUREKA.
 DH6368' 
 DH6368'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6368'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6371 ***********************************************************************
 DH6371  DESIGNATION -  101 DN 23.64
 DH6371  PID         -  DH6371
 DH6371  STATE/COUNTY-  CA/DEL NORTE
 DH6371  USGS QUAD   -  SISTER ROCKS (1966)
 DH6371
 DH6371                         *CURRENT SURVEY CONTROL
 DH6371  ___________________________________________________________________
 DH6371* NAD 83(2007)-  41 44 04.39953(N)    124 09 01.57771(W)     ADJUSTED  
 DH6371* NAVD 88     -        16.6    (meters)      54.     (feet)  GPS OBS   
 DH6371  ___________________________________________________________________
 DH6371  EPOCH DATE  -        2007.00
 DH6371  X           -  -2,675,853.193 (meters)                     COMP
 DH6371  Y           -  -3,944,734.045 (meters)                     COMP
 DH6371  Z           -   4,223,640.036 (meters)                     COMP
 DH6371  LAPLACE CORR-          12.24  (seconds)                    DEFLEC99
 DH6371  ELLIP HEIGHT-         -11.949 (meters)          (02/10/07) ADJUSTED
 DH6371  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DH6371
 DH6371  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6371  Type    PID    Designation                      North   East  Ellip
 DH6371  -------------------------------------------------------------------
 DH6371  NETWORK DH6371 101 DN 23.64                      2.18   1.94   4.33
 DH6371  -------------------------------------------------------------------
 DH6371
 DH6371.The horizontal coordinates were established by GPS observations
 DH6371.and adjusted by the National Geodetic Survey in February 2007.
 DH6371
 DH6371.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6371.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6371.The horizontal coordinates are valid at the epoch date displayed above.
 DH6371.The epoch date for horizontal control is a decimal equivalence
 DH6371.of Year/Month/Day.
 DH6371
 DH6371.The orthometric height was determined by GPS observations and a
 DH6371.high-resolution geoid model.
 DH6371
 DH6371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6371
 DH6371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6371
 DH6371.The ellipsoidal height was determined by GPS observations
 DH6371.and is referenced to NAD 83.
 DH6371
 DH6371.The geoid height was determined by GEOID03.
 DH6371
 DH6371;                    North         East     Units Scale Factor Converg.
 DH6371;SPC CA 1     -   768,833.712 1,821,110.770   MT  1.00001795   -1 24 22.1
 DH6371;SPC CA 1     - 2,522,415.27  5,974,760.92   sFT  1.00001795   -1 24 22.1
 DH6371;UTM  10      - 4,620,944.332   404,327.756   MT  0.99971263   -0 45 57.2
 DH6371
 DH6371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6371!SPC CA 1     -   1.00000187  x   1.00001795  =   1.00001982
 DH6371!UTM  10      -   1.00000187  x   0.99971263  =   0.99971450
 DH6371
 DH6371                          SUPERSEDED SURVEY CONTROL
 DH6371
 DH6371  NAD 83(1998)-  41 44 04.39858(N)    124 09 01.58015(W) AD(2004.69) B
 DH6371  ELLIP H (09/28/05)  -11.928  (m)                       GP(       ) 4 1
 DH6371
 DH6371.Superseded values are not recommended for survey control.
 DH6371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6371.See file dsdata.txt to determine how the superseded data were derived.
 DH6371
 DH6371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0432820944(NAD 83)
 DH6371_MARKER: DD = SURVEY DISK
 DH6371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6371_STAMPING: 101-DN-23.64
 DH6371_MARK LOGO: CSRC  
 DH6371_PROJECTION: RECESSED 5 CENTIMETERS
 DH6371_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6371+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DH6371_ROD/PIPE-DEPTH: 3.5  meters
 DH6371
 DH6371  HISTORY     - Date     Condition        Report By
 DH6371  HISTORY     - 20041022 MONUMENTED       CADT
 DH6371
 DH6371                          STATION DESCRIPTION
 DH6371
 DH6371'DESCRIBED BY CALTRANS 2004 (REB)
 DH6371'THE STATION IS LOCATED IN DEL NORTE COUNTY, APPROXIMATELY 4.9 KM (3
 DH6371'MI) SOUTH OF  CRESCENT CITY AND 25.1KM (15.5 MI) NORTH OF THE KLAMATH
 DH6371'RIVER BRIDGE (NO. 1-28)  AT  POSTMILE 4.42 STATE HIGHWAY 101.
 DH6371' 
 DH6371'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT CITY AT 1111
 DH6371'SECOND STREET, GO  EAST ON SECOND ST TO THE INTERSECTION WITH U.S.
 DH6371'HIGHWAY 101, TURN RIGHT AND PROCEED  SOUTH ON HIGHWAY 101 4.37 KM (2.7
 DH6371'MI) TO HUMBOLDT RD RUNNING NORTHEASTERLY AND  ENDERTS BEACH RD RUNNING
 DH6371'SOUTHWESTERLEY, CONTINUE SOUTH ON HIGHWAY 101 0.32 KM (0.2  MI) TO
 DH6371'POSTMILE 23.64  AND THE STATION ON THE LEFT
 DH6371' 
 DH6371'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6371'SET IN CONCRETE  FLUSH WITH THE GROUND.  1.2 M EAST OF A ORANGE
 DH6371'CARSONITE MARKER,  1.5 M WEST OF A BARBED  WIRE FENCE LINE, 29.7 M
 DH6371'SOUTHEAST OF A TELEPHONE POLE NUMBER ZV70777, AND 25.4 M EAST OF  THE
 DH6371'NORTH BOUND EDGE OF PAVEMENT OF HIGHWAY 101.
 DH6371' 
 DH6371'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6371'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6371'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6371'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6371'EUREKA.
 DH6371' 
 DH6371'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6371'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6370 ***********************************************************************
 DH6370  DESIGNATION -  101 DN 8.60
 DH6370  PID         -  DH6370
 DH6370  STATE/COUNTY-  CA/DEL NORTE
 DH6370  USGS QUAD   -  REQUA (1966)
 DH6370
 DH6370                         *CURRENT SURVEY CONTROL
 DH6370  ___________________________________________________________________
 DH6370* NAD 83(2007)-  41 33 33.57187(N)    124 03 37.81914(W)     ADJUSTED  
 DH6370* NAVD 88     -         7.1    (meters)      23.     (feet)  GPS OBS   
 DH6370  ___________________________________________________________________
 DH6370  EPOCH DATE  -        2007.00
 DH6370  X           -  -2,676,897.635 (meters)                     COMP
 DH6370  Y           -  -3,959,637.851 (meters)                     COMP
 DH6370  Z           -   4,209,090.481 (meters)                     COMP
 DH6370  LAPLACE CORR-          11.18  (seconds)                    DEFLEC99
 DH6370  ELLIP HEIGHT-         -21.616 (meters)          (02/10/07) ADJUSTED
 DH6370  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DH6370
 DH6370  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6370  Type    PID    Designation                      North   East  Ellip
 DH6370  -------------------------------------------------------------------
 DH6370  NETWORK DH6370 101 DN 8.60                       2.43   2.04   4.25
 DH6370  -------------------------------------------------------------------
 DH6370
 DH6370.The horizontal coordinates were established by GPS observations
 DH6370.and adjusted by the National Geodetic Survey in February 2007.
 DH6370
 DH6370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6370.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6370.The horizontal coordinates are valid at the epoch date displayed above.
 DH6370.The epoch date for horizontal control is a decimal equivalence
 DH6370.of Year/Month/Day.
 DH6370
 DH6370.The orthometric height was determined by GPS observations and a
 DH6370.high-resolution geoid model.
 DH6370
 DH6370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6370
 DH6370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6370
 DH6370.The ellipsoidal height was determined by GPS observations
 DH6370.and is referenced to NAD 83.
 DH6370
 DH6370.The geoid height was determined by GEOID03.
 DH6370
 DH6370;                    North         East     Units Scale Factor Converg.
 DH6370;SPC CA 1     -   749,197.255 1,828,133.026   MT  0.99997451   -1 20 50.4
 DH6370;SPC CA 1     - 2,457,991.33  5,997,799.77   sFT  0.99997451   -1 20 50.4
 DH6370;UTM  10      - 4,601,393.489   411,567.499   MT  0.99969624   -0 42 12.9
 DH6370
 DH6370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6370!SPC CA 1     -   1.00000339  x   0.99997451  =   0.99997790
 DH6370!UTM  10      -   1.00000339  x   0.99969624  =   0.99969963
 DH6370
 DH6370                          SUPERSEDED SURVEY CONTROL
 DH6370
 DH6370  NAD 83(1998)-  41 33 33.57100(N)    124 03 37.82141(W) AD(2004.69) B
 DH6370  ELLIP H (09/28/05)  -21.598  (m)                       GP(       ) 4 1
 DH6370
 DH6370.Superseded values are not recommended for survey control.
 DH6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6370.See file dsdata.txt to determine how the superseded data were derived.
 DH6370
 DH6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1156701393(NAD 83)
 DH6370_MARKER: DD = SURVEY DISK
 DH6370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6370_STAMPING: 101-DN-8.60
 DH6370_MARK LOGO: CSRC  
 DH6370_PROJECTION: RECESSED 5 CENTIMETERS
 DH6370_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6370+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DH6370_ROD/PIPE-DEPTH: 5    meters
 DH6370
 DH6370  HISTORY     - Date     Condition        Report By
 DH6370  HISTORY     - 20041022 MONUMENTED       CADT
 DH6370
 DH6370                          STATION DESCRIPTION
 DH6370
 DH6370'DESCRIBED BY CALTRANS 2004 (REB)
 DH6370'THE STATION IS LOCATED IN DEL NORTE COUNTY, APPROXIMATLY 30.8 KM (19
 DH6370'MI) SOUTH OF  CRESCENT CITY AND 3 MI (4.9 KM) NORTH OF THE KLAMATH
 DH6370'RIVER BRIDGE (NO. 1-28) AT  POSTMILE 4.42 STATE HIGHWAY 101.
 DH6370' 
 DH6370'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT CITY AT 1111
 DH6370'SECOND STREET, GO  EAST TO THE INTERSECTION WITH US HIGHWAY 101, TURN
 DH6370'RIGHT AND PROCEED SOUTH ON  HIGHWAY 101 28.5 KM (17.6 MI) TO  HUNTER
 DH6370'CREEK RD AT POST MILE 8.60  AND TO THE STATION  ON THE RIGHT AT THE
 DH6370'INTERSECTION.
 DH6370' 
 DH6370'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6370'SET IN CONCRETE  FLUSH WITH THE GROUND.  1.7 M  EAST OF A ORANGE
 DH6370'CARSONITE MARKER AND BARBED WIRE  FENCE LINE, 10 M WEST OF THE SOUTH
 DH6370'BOUND EDGE OF PAVEMENT OF HIGHWAY 101, AND  3.2 M NORTH OF A PK NAIL
 DH6370'IN THE NORTHERLY MOST POST OF TWO BRACE POSTS.
 DH6370' 
 DH6370'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6370'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6370'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6370'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6370'EUREKA.
 DH6370' 
 DH6370'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6370'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9023 ***********************************************************************
 EW9023  DESIGNATION -  101 FMK USGS
 EW9023  PID         -  EW9023
 EW9023  STATE/COUNTY-  CA/LOS ANGELES
 EW9023  USGS QUAD   -  TOPANGA (1991)
 EW9023
 EW9023                         *CURRENT SURVEY CONTROL
 EW9023  ___________________________________________________________________
 EW9023* NAD 83(1986)-  34 02 34.     (N)    118 34 45.     (W)     SCALED    
 EW9023* NAVD 88     -        20.34   (+/-2cm)      66.7    (feet)  VERTCON   
 EW9023  ___________________________________________________________________
 EW9023  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EW9023  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9023
 EW9023.The horizontal coordinates were scaled from a topographic map and have
 EW9023.an estimated accuracy of +/- 6 seconds.
 EW9023
 EW9023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9023.The vertical order pertains to the NGVD 29 superseded value.
 EW9023
 EW9023.The geoid height was determined by GEOID03.
 EW9023
 EW9023;                    North         East    Units  Estimated Accuracy
 EW9023;SPC CA 5     -   560,360.    1,946,520.      MT  (+/- 180 meters Scaled)
 EW9023
 EW9023                          SUPERSEDED SURVEY CONTROL
 EW9023
 EW9023  NGVD 29 (??/??/92)   19.570  (m)           64.21   (f) ADJ UNCH    1 1
 EW9023
 EW9023.Superseded values are not recommended for survey control.
 EW9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9023.See file dsdata.txt to determine how the superseded data were derived.
 EW9023
 EW9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT542680(NAD 83)
 EW9023_MARKER: DD = SURVEY DISK
 EW9023_SETTING: 0 = UNSPECIFIED SETTING
 EW9023_STAMPING: 101 FMK 1974
 EW9023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9023
 EW9023  HISTORY     - Date     Condition        Report By
 EW9023  HISTORY     - 1974     MONUMENTED       USGS
 EW9023  HISTORY     - 1974     GOOD             CA-037
 EW9023
 EW9023                          STATION DESCRIPTION
 EW9023
 EW9023'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9023'2.5 MI SE FROM FERNWOOD.
 EW9023'TOPANGA CANYON BOULEVARD 0.2 MILE NORTH OF PACIFIC COAST HIGHWAY. 62.3
 EW9023'FEET NORTH OF THE ENTRANCE GATE TO THE LOS ANGELES COUNTY WATERWORKS
 EW9023'DISTRICT YARD.  42.0 FEET EAST OF APPROXIMATE CENTER OF PAVEMENT. 8.3
 EW9023'FEET SOUTHERLY OF A SIGN MARKED DANGER FIRE AREA.  1.2 FEET WESTERLY
 EW9023'OF 6 FOOT CHAIN LINK FENCE.  THE DISK IS CRIMPED TO TOP OF A ROD
 EW9023'ENCASED IN 6 IN. BLACK PLASTIC PIPE PROJECTING 3 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6363 ***********************************************************************
 DH6363  DESIGNATION -  101 HUM 103.44
 DH6363  PID         -  DH6363
 DH6363  STATE/COUNTY-  CA/HUMBOLDT
 DH6363  USGS QUAD   -  TRINIDAD (1978)
 DH6363
 DH6363                         *CURRENT SURVEY CONTROL
 DH6363  ___________________________________________________________________
 DH6363* NAD 83(2007)-  41 05 57.74397(N)    124 09 12.63979(W)     ADJUSTED  
 DH6363* NAVD 88     -       106.7    (meters)     350.     (feet)  GPS OBS   
 DH6363  ___________________________________________________________________
 DH6363  EPOCH DATE  -        2007.00
 DH6363  X           -  -2,702,301.843 (meters)                     COMP
 DH6363  Y           -  -3,983,264.709 (meters)                     COMP
 DH6363  Z           -   4,170,796.228 (meters)                     COMP
 DH6363  LAPLACE CORR-          12.43  (seconds)                    DEFLEC99
 DH6363  ELLIP HEIGHT-          76.695 (meters)          (02/10/07) ADJUSTED
 DH6363  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DH6363
 DH6363  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6363  Type    PID    Designation                      North   East  Ellip
 DH6363  -------------------------------------------------------------------
 DH6363  NETWORK DH6363 101 HUM 103.44                    1.49   1.41   3.80
 DH6363  -------------------------------------------------------------------
 DH6363
 DH6363.The horizontal coordinates were established by GPS observations
 DH6363.and adjusted by the National Geodetic Survey in February 2007.
 DH6363
 DH6363.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6363.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6363.The horizontal coordinates are valid at the epoch date displayed above.
 DH6363.The epoch date for horizontal control is a decimal equivalence
 DH6363.of Year/Month/Day.
 DH6363
 DH6363.The orthometric height was determined by GPS observations and a
 DH6363.high-resolution geoid model.
 DH6363
 DH6363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6363
 DH6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6363
 DH6363.The ellipsoidal height was determined by GPS observations
 DH6363.and is referenced to NAD 83.
 DH6363
 DH6363.The geoid height was determined by GEOID03.
 DH6363
 DH6363;                    North         East     Units Scale Factor Converg.
 DH6363;SPC CA 1     -   698,320.148 1,819,121.702   MT  0.99990525   -1 24 29.3
 DH6363;SPC CA 1     - 2,291,072.02  5,968,235.12   sFT  0.99990525   -1 24 29.3
 DH6363;UTM  10      - 4,550,429.579   403,132.903   MT  0.99971548   -0 45 30.0
 DH6363
 DH6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6363!SPC CA 1     -   0.99998797  x   0.99990525  =   0.99989322
 DH6363!UTM  10      -   0.99998797  x   0.99971548  =   0.99970345
 DH6363
 DH6363                          SUPERSEDED SURVEY CONTROL
 DH6363
 DH6363  NAD 83(1998)-  41 05 57.74246(N)    124 09 12.64171(W) AD(2004.69) B
 DH6363  ELLIP H (09/28/05)   76.717  (m)                       GP(       ) 4 1
 DH6363
 DH6363.Superseded values are not recommended for survey control.
 DH6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6363.See file dsdata.txt to determine how the superseded data were derived.
 DH6363
 DH6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0313350430(NAD 83)
 DH6363_MARKER: DD = SURVEY DISK
 DH6363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6363_STAMPING: 101-HUM-103.44
 DH6363_MARK LOGO: CSRC  
 DH6363_PROJECTION: RECESSED 5 CENTIMETERS
 DH6363_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6363+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 DH6363_ROD/PIPE-DEPTH: 3.5  meters
 DH6363
 DH6363  HISTORY     - Date     Condition        Report By
 DH6363  HISTORY     - 20041010 MONUMENTED       CADT
 DH6363
 DH6363                          STATION DESCRIPTION
 DH6363
 DH6363'DESCRIBED BY CALTRANS 2004 (GLN)
 DH6363'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON HIGHWAY 101 AT SEAWOOD
 DH6363'DRIVE,   APPROXIMATLEY 5.2 KM (3.2 MI) NORTH OF TRINIDAD AND 27.7 KM
 DH6363'(17.1 MI) SOUTH OF ORICK.
 DH6363' 
 DH6363'TO REACH THE STATION FROM THE POST OFFICE ON MAIN STREET IN TRINIDAD,
 DH6363'GO EAST UNDER THE  OVERPASS OF US HIGHWAY 101, TURN LEFT AND GO THE
 DH6363'NORTH ON HIGHWAY 101 4.5 KM (2.8 MI)  NORTH ALONG STATE HIGHWAY 101 TO
 DH6363'SEAWOOD DRIVE, TAKE OFF RAMP TO THE STOP SIGN,  CONTINUE NORTH TO THE
 DH6363'NORTHBOUND ONRAMP HIGHWAY 101 93 M (305.0  FT) TO THE STATION ON  THE
 DH6363'LEFT.
 DH6363' 
 DH6363'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6363'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.7 M WEST OF A ORANGE
 DH6363'CARSONITE MARKER,  20.4 M   SOUTHWEST OF  A DRAIN INLET ON THE NORTH
 DH6363'BOUND ONRAMP TO HIGHWAY 101 ,  2.3 M EAST OF THE NORTH BOUND  EDGE OF
 DH6363'PAVEMENT OF HIGHWAY 101, AND 9.9 M  WEST OF EP NORTH BOUND ONRAMP.
 DH6363' 
 DH6363'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6363'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6363'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6363'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6363'EUREKA.
 DH6363' 
 DH6363'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6363'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6364 ***********************************************************************
 DH6364  DESIGNATION -  101 HUM 118.75
 DH6364  PID         -  DH6364
 DH6364  STATE/COUNTY-  CA/HUMBOLDT
 DH6364  USGS QUAD   -  ORICK (1975)
 DH6364
 DH6364                         *CURRENT SURVEY CONTROL
 DH6364  ___________________________________________________________________
 DH6364* NAD 83(2007)-  41 16 39.61396(N)    124 05 37.74407(W)     ADJUSTED  
 DH6364* NAVD 88     -         7.3    (meters)      24.     (feet)  GPS OBS   
 DH6364  ___________________________________________________________________
 DH6364  EPOCH DATE  -        2007.00
 DH6364  X           -  -2,690,799.190 (meters)                     COMP
 DH6364  Y           -  -3,975,217.652 (meters)                     COMP
 DH6364  Z           -   4,185,632.538 (meters)                     COMP
 DH6364  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 DH6364  ELLIP HEIGHT-         -22.187 (meters)          (02/10/07) ADJUSTED
 DH6364  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DH6364
 DH6364  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6364  Type    PID    Designation                      North   East  Ellip
 DH6364  -------------------------------------------------------------------
 DH6364  NETWORK DH6364 101 HUM 118.75                    2.80   2.63   4.92
 DH6364  -------------------------------------------------------------------
 DH6364
 DH6364.The horizontal coordinates were established by GPS observations
 DH6364.and adjusted by the National Geodetic Survey in February 2007.
 DH6364
 DH6364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6364.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6364.The horizontal coordinates are valid at the epoch date displayed above.
 DH6364.The epoch date for horizontal control is a decimal equivalence
 DH6364.of Year/Month/Day.
 DH6364
 DH6364.The orthometric height was determined by GPS observations and a
 DH6364.high-resolution geoid model.
 DH6364
 DH6364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6364
 DH6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6364
 DH6364.The ellipsoidal height was determined by GPS observations
 DH6364.and is referenced to NAD 83.
 DH6364
 DH6364.The geoid height was determined by GEOID03.
 DH6364
 DH6364;                    North         East     Units Scale Factor Converg.
 DH6364;SPC CA 1     -   717,992.531 1,824,607.583   MT  0.99992442   -1 22 08.8
 DH6364;SPC CA 1     - 2,355,613.83  5,986,233.38   sFT  0.99992442   -1 22 08.8
 DH6364;UTM  10      - 4,570,158.762   408,394.660   MT  0.99970327   -0 43 17.9
 DH6364
 DH6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6364!SPC CA 1     -   1.00000348  x   0.99992442  =   0.99992790
 DH6364!UTM  10      -   1.00000348  x   0.99970327  =   0.99970675
 DH6364
 DH6364                          SUPERSEDED SURVEY CONTROL
 DH6364
 DH6364  NAD 83(1998)-  41 16 39.61247(N)    124 05 37.74563(W) AD(2004.69) B
 DH6364  ELLIP H (09/28/05)  -22.164  (m)                       GP(       ) 4 1
 DH6364
 DH6364.Superseded values are not recommended for survey control.
 DH6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6364.See file dsdata.txt to determine how the superseded data were derived.
 DH6364
 DH6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0839570159(NAD 83)
 DH6364_MARKER: DD = SURVEY DISK
 DH6364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6364_SP_SET: CONCRETE BOX
 DH6364_STAMPING: 101-HUM-118.75
 DH6364_MARK LOGO: CSRC  
 DH6364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6364+STABILITY: SURFACE MOTION
 DH6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6364+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 DH6364
 DH6364  HISTORY     - Date     Condition        Report By
 DH6364  HISTORY     - 20041010 MONUMENTED       CADT
 DH6364
 DH6364                          STATION DESCRIPTION
 DH6364
 DH6364'DESCRIBED BY CALTRANS 2004 (GLN)
 DH6364'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON HIGHWAY 101,
 DH6364'APPROXIMATLEY 29.8 KM (18.4 MI)  NORTH OF TRINIDAD AND 4.2 KM (2.6 MI)
 DH6364'SOUTH OF ORICK.
 DH6364' 
 DH6364'TO REACH THE STATION FROM THE POST OFFICE ON MAIN STREET IN TRINIDAD,
 DH6364'GO UNDER THE  OVERPASS OF HIGHWAY 101, TURN LEFT ONTO THE NORTH BOUND
 DH6364'ONRAMP HIGHWAY 101 AND GO  29.2 KM (18 MI) NORTH ALONG STATE HIGHWAY
 DH6364'101 TO POSTMILE 118.75  AND THE STATION ON THE  RIGHT
 DH6364' 
 DH6364'THE STATION IS A SURVEY DISK EPOXIED IN A LARGE CONCRETE OVERFLOW
 DH6364'STRUCTURE AT THE  NORTH END OF FRESHWATER LAGOON.   A  ORANGE
 DH6364'CARSONITE MARKER WAS NOT SET.  10.0 M  SOUTHEAST OF A (NO CAMPING OR
 DH6364'OVERNIGHT PARKING) SIGN,  22.9 M EAST OF THE EDGE OF  PAVEMENT HIGHWAY
 DH6364'101, AND 10.0 M EAST OF THE CENTER OF A DIRT ROAD.
 DH6364' 
 DH6364'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6364'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6364'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6364'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6364'EUREKA.
 DH6364' 
 DH6364'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6364'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6366 ***********************************************************************
 DH6366  DESIGNATION -  101 HUM 132.84
 DH6366  PID         -  DH6366
 DH6366  STATE/COUNTY-  CA/HUMBOLDT
 DH6366  USGS QUAD   -  AH PAH RIDGE (1983)
 DH6366
 DH6366                         *CURRENT SURVEY CONTROL
 DH6366  ___________________________________________________________________
 DH6366* NAD 83(2007)-  41 25 07.79469(N)    123 59 50.22935(W)     ADJUSTED  
 DH6366* NAVD 88     -       375.8    (meters)    1233.     (feet)  GPS OBS   
 DH6366  ___________________________________________________________________
 DH6366  EPOCH DATE  -        2007.00
 DH6366  X           -  -2,678,461.580 (meters)                     COMP
 DH6366  Y           -  -3,971,388.375 (meters)                     COMP
 DH6366  Z           -   4,197,645.961 (meters)                     COMP
 DH6366  LAPLACE CORR-           9.64  (seconds)                    DEFLEC99
 DH6366  ELLIP HEIGHT-         347.042 (meters)          (02/10/07) ADJUSTED
 DH6366  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DH6366
 DH6366  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6366  Type    PID    Designation                      North   East  Ellip
 DH6366  -------------------------------------------------------------------
 DH6366  NETWORK DH6366 101 HUM 132.84                    2.51   2.49   4.57
 DH6366  -------------------------------------------------------------------
 DH6366
 DH6366.The horizontal coordinates were established by GPS observations
 DH6366.and adjusted by the National Geodetic Survey in February 2007.
 DH6366
 DH6366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6366.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6366.The horizontal coordinates are valid at the epoch date displayed above.
 DH6366.The epoch date for horizontal control is a decimal equivalence
 DH6366.of Year/Month/Day.
 DH6366
 DH6366.The orthometric height was determined by GPS observations and a
 DH6366.high-resolution geoid model.
 DH6366
 DH6366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6366
 DH6366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6366
 DH6366.The ellipsoidal height was determined by GPS observations
 DH6366.and is referenced to NAD 83.
 DH6366
 DH6366.The geoid height was determined by GEOID03.
 DH6366
 DH6366;                    North         East     Units Scale Factor Converg.
 DH6366;SPC CA 1     -   733,476.135 1,833,049.610   MT  0.99994649   -1 18 21.6
 DH6366;SPC CA 1     - 2,406,412.95  6,013,930.26   sFT  0.99994649   -1 18 21.6
 DH6366;UTM  10      - 4,585,732.928   416,659.373   MT  0.99968548   -0 39 35.3
 DH6366
 DH6366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6366!SPC CA 1     -   0.99994557  x   0.99994649  =   0.99989206
 DH6366!UTM  10      -   0.99994557  x   0.99968548  =   0.99963107
 DH6366
 DH6366                          SUPERSEDED SURVEY CONTROL
 DH6366
 DH6366  NAD 83(1998)-  41 25 07.79334(N)    123 59 50.23091(W) AD(2004.69) B
 DH6366  ELLIP H (09/28/05)  347.058  (m)                       GP(       ) 4 1
 DH6366
 DH6366.Superseded values are not recommended for survey control.
 DH6366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6366.See file dsdata.txt to determine how the superseded data were derived.
 DH6366
 DH6366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1665985733(NAD 83)
 DH6366_MARKER: DD = SURVEY DISK
 DH6366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6366_STAMPING: 101-HUM-132.84
 DH6366_MARK LOGO: CSRC  
 DH6366_PROJECTION: RECESSED 5 CENTIMETERS
 DH6366_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6366+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 DH6366_ROD/PIPE-DEPTH: 3.5  meters
 DH6366
 DH6366  HISTORY     - Date     Condition        Report By
 DH6366  HISTORY     - 20041010 MONUMENTED       CADT
 DH6366
 DH6366                          STATION DESCRIPTION
 DH6366
 DH6366'DESCRIBED BY CALTRANS 2004 (GLN)
 DH6366'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON U.S. HIGHWAY 101 ON THE
 DH6366'REDWOOD PARK  BYPASS, APPROXIMATLY 49.7 KM (30.7 MI) SOUTH OF CRESCENT
 DH6366'CITY AND 19.3 KM (11.9 MI) NORTH OF  ORICK.
 DH6366' 
 DH6366'TO REACH THE STATION FROM THE SOUTH OPERATIONS CENTER OF THE REDWOOD
 DH6366'NATIONAL AND  STATE PARKS IN ORICK ON HIGHWAY 101, GO NORTH ALONG
 DH6366'STATE HIGHWAY 101 18.8 KM (11.6 MI) TO  A  ROAD TO THE RIGHT AT POST
 DH6366'MILE 132.84.  THE STATION IS AT THE ENTRANCE TO THE  ROAD.
 DH6366' 
 DH6366'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6366'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.7 M NORTH OF A ORANGE
 DH6366'CARSONITE MARKER, 15.5 M SOUTH OF THE  CENTERLINE OF ROAD, 11.9 M WEST
 DH6366'OF THE WEST GATE POST, 12.2 M EAST OF THE WHITE STRIP OF  NORTHBOUND
 DH6366'101, AND APPROXIMATLY 121.6 M SOUTH OF POSTMILE MARKER 132.94.
 DH6366' 
 DH6366'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6366'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6366'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6366'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6366'EUREKA.
 DH6366' 
 DH6366'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6366'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6333 ***********************************************************************
 DH6333  DESIGNATION -  101 HUM 15.63
 DH6333  PID         -  DH6333
 DH6333  STATE/COUNTY-  CA/HUMBOLDT
 DH6333  USGS QUAD   -  MIRANDA (1970)
 DH6333
 DH6333                         *CURRENT SURVEY CONTROL
 DH6333  ___________________________________________________________________
 DH6333* NAD 83(2007)-  40 09 24.40642(N)    123 47 42.80876(W)     ADJUSTED  
 DH6333* NAVD 88     -        96.6    (meters)     317.     (feet)  GPS OBS   
 DH6333  ___________________________________________________________________
 DH6333  EPOCH DATE  -        2007.00
 DH6333  X           -  -2,715,246.866 (meters)                     COMP
 DH6333  Y           -  -4,056,718.709 (meters)                     COMP
 DH6333  Z           -   4,091,348.386 (meters)                     COMP
 DH6333  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 DH6333  ELLIP HEIGHT-          66.194 (meters)          (02/10/07) ADJUSTED
 DH6333  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DH6333
 DH6333  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6333  Type    PID    Designation                      North   East  Ellip
 DH6333  -------------------------------------------------------------------
 DH6333  NETWORK DH6333 101 HUM 15.63                     2.47   2.20   5.37
 DH6333  -------------------------------------------------------------------
 DH6333
 DH6333.The horizontal coordinates were established by GPS observations
 DH6333.and adjusted by the National Geodetic Survey in February 2007.
 DH6333
 DH6333.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6333.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6333.The horizontal coordinates are valid at the epoch date displayed above.
 DH6333.The epoch date for horizontal control is a decimal equivalence
 DH6333.of Year/Month/Day.
 DH6333
 DH6333.The orthometric height was determined by GPS observations and a
 DH6333.high-resolution geoid model.
 DH6333
 DH6333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6333
 DH6333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6333
 DH6333.The ellipsoidal height was determined by GPS observations
 DH6333.and is referenced to NAD 83.
 DH6333
 DH6333.The geoid height was determined by GEOID03.
 DH6333
 DH6333;                    North         East     Units Scale Factor Converg.
 DH6333;SPC CA 1     -   593,001.252 1,847,066.193   MT  0.99996421   -1 10 25.9
 DH6333;SPC CA 1     - 1,945,538.27  6,059,916.33   sFT  0.99996421   -1 10 25.9
 DH6333;UTM  10      - 4,445,461.549   432,274.989   MT  0.99965646   -0 30 46.2
 DH6333
 DH6333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6333!SPC CA 1     -   0.99998962  x   0.99996421  =   0.99995383
 DH6333!UTM  10      -   0.99998962  x   0.99965646  =   0.99964608
 DH6333
 DH6333                          SUPERSEDED SURVEY CONTROL
 DH6333
 DH6333  NAD 83(1998)-  40 09 24.40535(N)    123 47 42.80756(W) AD(2004.69) B
 DH6333  ELLIP H (09/28/05)   66.210  (m)                       GP(       ) 4 1
 DH6333
 DH6333.Superseded values are not recommended for survey control.
 DH6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6333.See file dsdata.txt to determine how the superseded data were derived.
 DH6333
 DH6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK3227545462(NAD 83)
 DH6333_MARKER: DD = SURVEY DISK
 DH6333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6333_STAMPING: 101-HUM-15.63
 DH6333_MARK LOGO: CSRC  
 DH6333_PROJECTION: FLUSH
 DH6333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6333+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DH6333_ROD/PIPE-DEPTH: 3.4  meters
 DH6333
 DH6333  HISTORY     - Date     Condition        Report By
 DH6333  HISTORY     - 20040817 MONUMENTED       CADT
 DH6333
 DH6333                          STATION DESCRIPTION
 DH6333
 DH6333'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6333'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 101,
 DH6333'APPROXIMATELY 21 KM (13 MI)  NORTH OF THE MENDOCINO / HUMBOLDT COUNTY
 DH6333'LINE,  AND 7.0 KM (4.3 MI) NORTH OF THE TOWN OF  GARBERVILLE.
 DH6333' 
 DH6333'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REDWAY AT 3400
 DH6333'REDWOOD DRIVE (CO. RD.  NO. 6B105), PROCEED NORTH ON REDWOOD DRIVE, 3
 DH6333'KM (1.85 MI) TO THE NORTH END OF REDWOOD  DRIVE AT THE REDWAY
 DH6333'INTERCHANGE WITH U.S. HIGHWAY 101 AT DEAN CREEK. TURN LEFT UNDER  THE
 DH6333'HURLBUTT MEMORIAL BRIDGE (BR. NO. 4-06) ONTO THE NORTHBOUND FREEWAY
 DH6333'ENTRANCE TO  U.S. 101, 2.1 KM (1.3 MI) TO THE STATION ON THE LEFT, AT
 DH6333'POST MILE 15.63.
 DH6333' 
 DH6333'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6333'SET IN CONCRETE  FLUSH WITH THE GROUND AT THE SOUTH END OF A WIDE
 DH6333'GRAVEL SHOULDER ABOVE THE SOUTH  FORK OF THE EEL RIVER. 0.7 M EAST OF
 DH6333'A ORANGE CARSONITE POST, 32.7 M  NORTHWEST OF A CALL  BOX (101-157)
 DH6333'AND 23.1 M  WEST OF THE PAVED EDGE OF THE SOUTHBOUND LANES OF U.S.
 DH6333'101, AND  6.5 M EAST OF THE TOP OF A STEEP BANK ABOVE THE SOUTH FORK
 DH6333'OF EEL RIVER.
 DH6333' 
 DH6333'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6333'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6333'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6333'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6333'EUREKA.
 DH6333' 
 DH6333'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6333'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6335 ***********************************************************************
 DH6335  DESIGNATION -  101 HUM 19.48
 DH6335  PID         -  DH6335
 DH6335  STATE/COUNTY-  CA/HUMBOLDT
 DH6335  USGS QUAD   -  MIRANDA (1970)
 DH6335
 DH6335                         *CURRENT SURVEY CONTROL
 DH6335  ___________________________________________________________________
 DH6335* NAD 83(2007)-  40 12 02.97137(N)    123 46 47.83089(W)     ADJUSTED  
 DH6335* NAVD 88     -        80.8    (meters)     265.     (feet)  GPS OBS   
 DH6335  ___________________________________________________________________
 DH6335  EPOCH DATE  -        2007.00
 DH6335  X           -  -2,712,404.360 (meters)                     COMP
 DH6335  Y           -  -4,054,809.549 (meters)                     COMP
 DH6335  Z           -   4,095,074.961 (meters)                     COMP
 DH6335  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 DH6335  ELLIP HEIGHT-          50.427 (meters)          (02/10/07) ADJUSTED
 DH6335  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DH6335
 DH6335  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6335  Type    PID    Designation                      North   East  Ellip
 DH6335  -------------------------------------------------------------------
 DH6335  NETWORK DH6335 101 HUM 19.48                     2.74   2.31   5.59
 DH6335  -------------------------------------------------------------------
 DH6335
 DH6335.The horizontal coordinates were established by GPS observations
 DH6335.and adjusted by the National Geodetic Survey in February 2007.
 DH6335
 DH6335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6335.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6335.The horizontal coordinates are valid at the epoch date displayed above.
 DH6335.The epoch date for horizontal control is a decimal equivalence
 DH6335.of Year/Month/Day.
 DH6335
 DH6335.The orthometric height was determined by GPS observations and a
 DH6335.high-resolution geoid model.
 DH6335
 DH6335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6335
 DH6335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6335
 DH6335.The ellipsoidal height was determined by GPS observations
 DH6335.and is referenced to NAD 83.
 DH6335
 DH6335.The geoid height was determined by GEOID03.
 DH6335
 DH6335;                    North         East     Units Scale Factor Converg.
 DH6335;SPC CA 1     -   597,864.268 1,848,466.330   MT  0.99995548   -1 09 50.0
 DH6335;SPC CA 1     - 1,961,493.02  6,064,509.95   sFT  0.99995548   -1 09 50.0
 DH6335;UTM  10      - 4,450,338.903   433,618.545   MT  0.99965424   -0 30 12.4
 DH6335
 DH6335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6335!SPC CA 1     -   0.99999209  x   0.99995548  =   0.99994757
 DH6335!UTM  10      -   0.99999209  x   0.99965424  =   0.99964633
 DH6335
 DH6335                          SUPERSEDED SURVEY CONTROL
 DH6335
 DH6335  NAD 83(1998)-  40 12 02.97035(N)    123 46 47.82967(W) AD(2004.69) B
 DH6335  ELLIP H (09/28/05)   50.441  (m)                       GP(       ) 4 1
 DH6335
 DH6335.Superseded values are not recommended for survey control.
 DH6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6335.See file dsdata.txt to determine how the superseded data were derived.
 DH6335
 DH6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK3361950339(NAD 83)
 DH6335_MARKER: DD = SURVEY DISK
 DH6335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6335_STAMPING: 101-HUM-19.48
 DH6335_MARK LOGO: CSRC  
 DH6335_PROJECTION: FLUSH
 DH6335_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6335+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6335_ROD/PIPE-DEPTH: 3.2  meters
 DH6335
 DH6335  HISTORY     - Date     Condition        Report By
 DH6335  HISTORY     - 20040901 MONUMENTED       CADT
 DH6335
 DH6335                          STATION DESCRIPTION
 DH6335
 DH6335'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6335'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 101,
 DH6335'APPROXIMATELY 27.1 KM (16.8 MI)  NORTH OF THE MENDOCINO / HUMBOLDT
 DH6335'COUNTY LINE ALONG U.S. HIGHWAY 101,  AND 13.1 KM (8.1MI)  NORTH OF THE
 DH6335'TOWN OF GARBERVILLE.
 DH6335' 
 DH6335'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REDWAY AT 3400
 DH6335'REDWOOD DRIVE (CO. RD.  NO. 6B105), PROCEED NORTH ON REDWOOD DRIVE,
 DH6335'3.0 KM (1.85 MI) TO THE NORTH END OF REDWOOD  DRIVE AT THE REDWAY
 DH6335'INTERCHANGE WITH U.S. HIGHWAY 101 AT DEAN CREEK. TURN LEFT UNDER  THE
 DH6335'HURLBUTT MEMORIAL BRIDGE (BR. NO. 4-06) ONTO THE NORTHBOUND FREEWAY
 DH6335'ENTRANCE TO  U.S. 101, CONTINUE NORTH ON HIGHWAY 101 APPROXIMATELY
 DH6335'(8.1 KM) 5.0 MI TO POST MILE 19.48 AND  A TRUCK SCALES TURN OUT,
 DH6335'CONTINUE NORTH ON THE TRUCK SCALES 125.0 M TO THE STATION ON  THE LEFT
 DH6335'IN A DIRT GORE AREA BETWEEN THE SCALES AND THE HIGHWAY.
 DH6335' 
 DH6335'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6335'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.6 M SOUTHWEST OF A ORANGE
 DH6335'CARSONITE POST, 13.8 M SOUTHEAST  OF A CALL BOX 'HUM-101-196', 2.2 M
 DH6335'SOUTHWEST OF THE EDGE OF PAVEMENT OF THE TRUCK SCALE  PAD, AND 2.5 M
 DH6335'NORTHEAST OF THE EDGE OF PAVEMENT OF NORTHBOUND HIGHWAY 101.
 DH6335' 
 DH6335'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6335'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6335'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6335'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6335'EUREKA.
 DH6335' 
 DH6335'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6335'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6336 ***********************************************************************
 DH6336  DESIGNATION -  101 HUM 28.02
 DH6336  PID         -  DH6336
 DH6336  STATE/COUNTY-  CA/HUMBOLDT
 DH6336  USGS QUAD   -  MYERS FLAT (1969)
 DH6336
 DH6336                         *CURRENT SURVEY CONTROL
 DH6336  ___________________________________________________________________
 DH6336* NAD 83(2007)-  40 16 02.75938(N)    123 52 18.55115(W)     ADJUSTED  
 DH6336* NAVD 88     -        70.0    (meters)     230.     (feet)  GPS OBS   
 DH6336  ___________________________________________________________________
 DH6336  EPOCH DATE  -        2007.00
 DH6336  X           -  -2,716,235.092 (meters)                     COMP
 DH6336  Y           -  -4,046,481.948 (meters)                     COMP
 DH6336  Z           -   4,100,714.214 (meters)                     COMP
 DH6336  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DH6336  ELLIP HEIGHT-          39.542 (meters)          (02/10/07) ADJUSTED
 DH6336  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DH6336
 DH6336  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6336  Type    PID    Designation                      North   East  Ellip
 DH6336  -------------------------------------------------------------------
 DH6336  NETWORK DH6336 101 HUM 28.02                     3.00   2.37   6.00
 DH6336  -------------------------------------------------------------------
 DH6336
 DH6336.The horizontal coordinates were established by GPS observations
 DH6336.and adjusted by the National Geodetic Survey in February 2007.
 DH6336
 DH6336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6336.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6336.The horizontal coordinates are valid at the epoch date displayed above.
 DH6336.The epoch date for horizontal control is a decimal equivalence
 DH6336.of Year/Month/Day.
 DH6336
 DH6336.The orthometric height was determined by GPS observations and a
 DH6336.high-resolution geoid model.
 DH6336
 DH6336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6336
 DH6336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6336
 DH6336.The ellipsoidal height was determined by GPS observations
 DH6336.and is referenced to NAD 83.
 DH6336
 DH6336.The geoid height was determined by GEOID03.
 DH6336
 DH6336;                    North         East     Units Scale Factor Converg.
 DH6336;SPC CA 1     -   605,421.247 1,840,804.526   MT  0.99994339   -1 13 26.2
 DH6336;SPC CA 1     - 1,986,286.21  6,039,372.85   sFT  0.99994339   -1 13 26.2
 DH6336;UTM  10      - 4,457,804.910   425,872.380   MT  0.99966764   -0 33 48.7
 DH6336
 DH6336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6336!SPC CA 1     -   0.99999380  x   0.99994339  =   0.99993719
 DH6336!UTM  10      -   0.99999380  x   0.99966764  =   0.99966144
 DH6336
 DH6336                          SUPERSEDED SURVEY CONTROL
 DH6336
 DH6336  NAD 83(1998)-  40 16 02.75812(N)    123 52 18.54989(W) AD(2004.69) B
 DH6336  ELLIP H (09/28/05)   39.555  (m)                       GP(       ) 4 1
 DH6336
 DH6336.Superseded values are not recommended for survey control.
 DH6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6336.See file dsdata.txt to determine how the superseded data were derived.
 DH6336
 DH6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK2587257805(NAD 83)
 DH6336_MARKER: DD = SURVEY DISK
 DH6336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6336_STAMPING: 101-HUM-28.02
 DH6336_MARK LOGO: CSRC  
 DH6336_PROJECTION: FLUSH
 DH6336_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6336+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 DH6336_ROD/PIPE-DEPTH: 3.4  meters
 DH6336
 DH6336  HISTORY     - Date     Condition        Report By
 DH6336  HISTORY     - 20040807 MONUMENTED       CADT
 DH6336
 DH6336                          STATION DESCRIPTION
 DH6336
 DH6336'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6336'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 101,
 DH6336'APPROXIMATELY 2.9 KM (1.8 MI)  NORTHWEST OF MIRANDA, AND 0.32 KM (0.2
 DH6336'MI) NORTHEAST OF THE MYERS FLAT TOWNSITE AT THE  MYERS FLAT
 DH6336'INTERCHANGE.
 DH6336' 
 DH6336'TO REACH THE STATION FROM THE U.S. POST OFFICE AT 12848 STATE HIGHWAY
 DH6336'254 (AVENUE OF THE  GIANTS), PROCEED SOUTHEASTERLY ON STATE HIGHWAY
 DH6336'254, 0.16 KM (0.10 MI) TO THE NORTHBOUND  FREEWAY ENTRANCE TO U.S.
 DH6336'101. TURN LEFT ONTO THE FREEWAY ENTRANCE FOR 0.24 KM (0.15 MI)  TO THE
 DH6336'STATION ON THE LEFT, ON U.S. ROUTE 101, AT POST MILE 28.02.
 DH6336' 
 DH6336'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6336'SET IN CONCRETE  FLUSH WITH THE GROUND,  0.7 M WEST OF A ORANGE
 DH6336'CARSONITE POST, 31.2 M  NORTHEAST OF THE  PAVED EDGE OF THE NORTHBOUND
 DH6336'LANES OF U.S. 101,  10.5 M SOUTH OF THE PAVED EDGE OF THE  NORTHBOUND
 DH6336'FREEWAY ENTRANCE, AND 14.4 M SOUTH OF THE CENTERLINE OF THE NORTHBOUND
 DH6336'FREEWAT ENTRANCE.   THE STATION IS LOCATED WITHIN THE CALIFORNIA
 DH6336'DEPARTMENT OF TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS
 DH6336'MUST OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE
 DH6336'STATION.TO OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT
 DH6336'PERMITS OFFICE IN EUREKA.
 DH6336' 
 DH6336'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6336'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6337 ***********************************************************************
 DH6337  DESIGNATION -  101 HUM 39.67
 DH6337  PID         -  DH6337
 DH6337  STATE/COUNTY-  CA/HUMBOLDT
 DH6337  USGS QUAD   -  REDCREST (1969)
 DH6337
 DH6337                         *CURRENT SURVEY CONTROL
 DH6337  ___________________________________________________________________
 DH6337* NAD 83(2007)-  40 23 50.55590(N)    123 56 51.88053(W)     ADJUSTED  
 DH6337* NAVD 88     -       123.9    (meters)     406.     (feet)  GPS OBS   
 DH6337  ___________________________________________________________________
 DH6337  EPOCH DATE  -        2007.00
 DH6337  X           -  -2,716,402.598 (meters)                     COMP
 DH6337  Y           -  -4,035,166.010 (meters)                     COMP
 DH6337  Z           -   4,111,748.478 (meters)                     COMP
 DH6337  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DH6337  ELLIP HEIGHT-          93.382 (meters)          (02/10/07) ADJUSTED
 DH6337  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DH6337
 DH6337  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6337  Type    PID    Designation                      North   East  Ellip
 DH6337  -------------------------------------------------------------------
 DH6337  NETWORK DH6337 101 HUM 39.67                     2.29   2.21   5.84
 DH6337  -------------------------------------------------------------------
 DH6337
 DH6337.The horizontal coordinates were established by GPS observations
 DH6337.and adjusted by the National Geodetic Survey in February 2007.
 DH6337
 DH6337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6337.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6337.The horizontal coordinates are valid at the epoch date displayed above.
 DH6337.The epoch date for horizontal control is a decimal equivalence
 DH6337.of Year/Month/Day.
 DH6337
 DH6337.The orthometric height was determined by GPS observations and a
 DH6337.high-resolution geoid model.
 DH6337
 DH6337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6337
 DH6337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6337
 DH6337.The ellipsoidal height was determined by GPS observations
 DH6337.and is referenced to NAD 83.
 DH6337
 DH6337.The geoid height was determined by GEOID03.
 DH6337
 DH6337;                    North         East     Units Scale Factor Converg.
 DH6337;SPC CA 1     -   619,986.512 1,834,668.964   MT  0.99992364   -1 16 25.0
 DH6337;SPC CA 1     - 2,034,072.41  6,019,243.09   sFT  0.99992364   -1 16 25.0
 DH6337;UTM  10      - 4,472,294.783   419,571.109   MT  0.99967963   -0 36 51.3
 DH6337
 DH6337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6337!SPC CA 1     -   0.99998535  x   0.99992364  =   0.99990899
 DH6337!UTM  10      -   0.99998535  x   0.99967963  =   0.99966499
 DH6337
 DH6337                          SUPERSEDED SURVEY CONTROL
 DH6337
 DH6337  NAD 83(1998)-  40 23 50.55450(N)    123 56 51.87961(W) AD(2004.69) B
 DH6337  ELLIP H (09/28/05)   93.392  (m)                       GP(       ) 4 1
 DH6337
 DH6337.Superseded values are not recommended for survey control.
 DH6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6337.See file dsdata.txt to determine how the superseded data were derived.
 DH6337
 DH6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK1957172295(NAD 83)
 DH6337_MARKER: DD = SURVEY DISK
 DH6337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6337_STAMPING: 101-HUM-39.67
 DH6337_MARK LOGO: CSRC  
 DH6337_PROJECTION: FLUSH
 DH6337_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6337+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 DH6337_ROD/PIPE-DEPTH: 3.2  meters
 DH6337
 DH6337  HISTORY     - Date     Condition        Report By
 DH6337  HISTORY     - 20040818 MONUMENTED       CADT
 DH6337
 DH6337                          STATION DESCRIPTION
 DH6337
 DH6337'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6337'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 101,
 DH6337'APPROXIMATELY 21 KM (13 MI)  SOUTHWEST OF THE TOWN OF SCOTIA,  AND
 DH6337'10.2 KM (6.3 MI) NORTHEAST OF THE WEOTT TOWNSITE,  AT THE REDCREST
 DH6337'INTERCHANGE.
 DH6337' 
 DH6337'TO REACH THE STATION FROM THE U.S. POST OFFICE AT 26406 CA HWY 254
 DH6337'(AVENUE OF THE GIANTS),  PROCEED SOUTH ON STATE HIGHAY 254 , 0.24 KM
 DH6337'(0.15 MI) TO THE INTERSECTION WITH SORENSON  ROAD (CO.RD.NO. 5E015).
 DH6337'TURN RIGHT ONTO SORENSON ROAD, 0.16 KM (0.10 MI) UNDER THE  REDCREST
 DH6337'OVERCROSSING (BR. NO. 4-189), TO THE SOUTHBOUND FREEWAY ENTRANCE TO
 DH6337'U.S. 101.  TURN LEFT ONTO THE FREEWAY ENTRANCE FOR 10 M TO THE STATION
 DH6337'ON THE LEFT, ON U.S. ROUTE  101 AT POST MILE 39.67.
 DH6337' 
 DH6337'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6337'SET IN CONCRETE  FLUSH WITH THE GROUND, 0.7 M SOUTH WEST OF A ORANGE
 DH6337'CARSONITE POST, 3.8 M  SOUTH OF THE  SOUTHEAST CORNER OF THE REDCREST
 DH6337'OVERCROSSING (BR. NO.  4-189), 3.2 M SOUTH OF BENCH  MARK 'Z 1085',
 DH6337'AND 2.5 M  SOUTHWEST OF THE PAVED EDGE OF THE SOUTHBOUND LANES OF THE
 DH6337'HIGHWAY.
 DH6337' 
 DH6337'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6337'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6337'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6337'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6337'EUREKA.
 DH6337' 
 DH6337'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6337'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6334 ***********************************************************************
 DH6334  DESIGNATION -  101 HUM 5.40
 DH6334  PID         -  DH6334
 DH6334  STATE/COUNTY-  CA/HUMBOLDT
 DH6334  USGS QUAD   -  GARBERVILLE (1970)
 DH6334
 DH6334                         *CURRENT SURVEY CONTROL
 DH6334  ___________________________________________________________________
 DH6334* NAD 83(2007)-  40 01 55.60683(N)    123 46 58.05444(W)     ADJUSTED  
 DH6334* NAVD 88     -       161.8    (meters)     531.     (feet)  GPS OBS   
 DH6334  ___________________________________________________________________
 DH6334  EPOCH DATE  -        2007.00
 DH6334  X           -  -2,719,351.731 (meters)                     COMP
 DH6334  Y           -  -4,064,759.301 (meters)                     COMP
 DH6334  Z           -   4,080,800.938 (meters)                     COMP
 DH6334  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 DH6334  ELLIP HEIGHT-         131.448 (meters)          (02/10/07) ADJUSTED
 DH6334  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DH6334
 DH6334  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6334  Type    PID    Designation                      North   East  Ellip
 DH6334  -------------------------------------------------------------------
 DH6334  NETWORK DH6334 101 HUM 5.40                      2.06   1.86   4.84
 DH6334  -------------------------------------------------------------------
 DH6334
 DH6334.The horizontal coordinates were established by GPS observations
 DH6334.and adjusted by the National Geodetic Survey in February 2007.
 DH6334
 DH6334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6334.The horizontal coordinates are valid at the epoch date displayed above.
 DH6334.The epoch date for horizontal control is a decimal equivalence
 DH6334.of Year/Month/Day.
 DH6334
 DH6334.The orthometric height was determined by GPS observations and a
 DH6334.high-resolution geoid model.
 DH6334
 DH6334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6334
 DH6334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6334
 DH6334.The ellipsoidal height was determined by GPS observations
 DH6334.and is referenced to NAD 83.
 DH6334
 DH6334.The geoid height was determined by GEOID03.
 DH6334
 DH6334;                    North         East     Units Scale Factor Converg.
 DH6334;SPC CA 1     -   579,140.271 1,847,843.483   MT  0.99999207   -1 09 56.7
 DH6334;SPC CA 1     - 1,900,062.71  6,062,466.49   sFT  0.99999207   -1 09 56.7
 DH6334;UTM  10      - 4,431,614.929   433,211.982   MT  0.99965491   -0 30 12.7
 DH6334
 DH6334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6334!SPC CA 1     -   0.99997938  x   0.99999207  =   0.99997145
 DH6334!UTM  10      -   0.99997938  x   0.99965491  =   0.99963430
 DH6334
 DH6334                          SUPERSEDED SURVEY CONTROL
 DH6334
 DH6334  NAD 83(1998)-  40 01 55.60570(N)    123 46 58.05389(W) AD(2004.69) B
 DH6334  ELLIP H (09/28/05)  131.475  (m)                       GP(       ) 4 1
 DH6334
 DH6334.Superseded values are not recommended for survey control.
 DH6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6334.See file dsdata.txt to determine how the superseded data were derived.
 DH6334
 DH6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK3321231615(NAD 83)
 DH6334_MARKER: DD = SURVEY DISK
 DH6334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6334_STAMPING: 101-HUM-5.40
 DH6334_MARK LOGO: CSRC  
 DH6334_PROJECTION: RECESSED 5 CENTIMETERS
 DH6334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6334+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DH6334_ROD/PIPE-DEPTH: 3.3  meters
 DH6334
 DH6334  HISTORY     - Date     Condition        Report By
 DH6334  HISTORY     - 20040817 MONUMENTED       CADT
 DH6334
 DH6334                          STATION DESCRIPTION
 DH6334
 DH6334'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6334'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 101,
 DH6334'APPROXIMATELY  9.1 KM (5.6 MI)  SOUTH OF THE TOWN OF GARBERVILLE, AND
 DH6334'5.2 KM (3.2 MI) NORTH OF THE MENDOCINO-HUMBOLDT  COUNTY LINE ALONG
 DH6334'U.S. HIGHWAY 101.
 DH6334' 
 DH6334'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PIERCY AT 80201
 DH6334'NORTH HIGHWAY 101,  PROCEED NORTHERLY ON COOMBS MILL ROAD (CO. RD. NO.
 DH6334'442-B) 0.1 MI TO THE INTERSECTION WITH  STATE HIGHWAY 271. TURN RIGHT
 DH6334'ONTO HWY. 271, FOR 0.1 MI, UNDER THE PIERCY SEPARATION (BR.  NO.
 DH6334'10-91) TO THE NORTH FREEWAY ENTRANCE TO U.S. HIGHWAY 101. TURN LEFT,
 DH6334'ONTO THE  NORTHBOUND FREEWAY ENTRANCE TO U.S. 101, 9.56 KM (5.9 MI) TO
 DH6334'THE STATION ON THE RIGHT, AT  U.S. ROUTE 101 POST MILE 5.40.
 DH6334' 
 DH6334'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6334'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.55 M NORTH OF A ORANGE
 DH6334'CARSONITE POST,  7.6 M EAST OF A GRAVEL  ROADWAY IN THE SHOULDER,  8.2
 DH6334'M NORTHEAST OF THE TOP OF BANK ABOVE BENBOW DRIVE, AND  27.4 M
 DH6334'SOUTHWEST OF THE EDGE OF PAVEMENT OF THE HIGHWAY.
 DH6334' 
 DH6334'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6334'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6334'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6334'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6334'EUREKA.
 DH6334' 
 DH6334'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6334'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6338 ***********************************************************************
 DH6338  DESIGNATION -  101 HUM 53.32
 DH6338  PID         -  DH6338
 DH6338  STATE/COUNTY-  CA/HUMBOLDT
 DH6338  USGS QUAD   -  HYDESVILLE (1979)
 DH6338
 DH6338                         *CURRENT SURVEY CONTROL
 DH6338  ___________________________________________________________________
 DH6338* NAD 83(2007)-  40 30 18.14711(N)    124 06 27.90804(W)     ADJUSTED  
 DH6338* NAVD 88     -        39.6    (meters)     130.     (feet)  GPS OBS   
 DH6338  ___________________________________________________________________
 DH6338  EPOCH DATE  -        2007.00
 DH6338  X           -  -2,723,275.148 (meters)                     COMP
 DH6338  Y           -  -4,021,088.546 (meters)                     COMP
 DH6338  Z           -   4,120,791.221 (meters)                     COMP
 DH6338  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 DH6338  ELLIP HEIGHT-           8.782 (meters)          (02/10/07) ADJUSTED
 DH6338  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DH6338
 DH6338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6338  Type    PID    Designation                      North   East  Ellip
 DH6338  -------------------------------------------------------------------
 DH6338  NETWORK DH6338 101 HUM 53.32                     1.63   1.57   4.37
 DH6338  -------------------------------------------------------------------
 DH6338
 DH6338.The horizontal coordinates were established by GPS observations
 DH6338.and adjusted by the National Geodetic Survey in February 2007.
 DH6338
 DH6338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6338.The horizontal coordinates are valid at the epoch date displayed above.
 DH6338.The epoch date for horizontal control is a decimal equivalence
 DH6338.of Year/Month/Day.
 DH6338
 DH6338.The orthometric height was determined by GPS observations and a
 DH6338.high-resolution geoid model.
 DH6338
 DH6338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6338
 DH6338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6338
 DH6338.The ellipsoidal height was determined by GPS observations
 DH6338.and is referenced to NAD 83.
 DH6338
 DH6338.The geoid height was determined by GEOID03.
 DH6338
 DH6338;                    North         East     Units Scale Factor Converg.
 DH6338;SPC CA 1     -   632,251.761 1,821,377.034   MT  0.99991114   -1 22 41.6
 DH6338;SPC CA 1     - 2,074,312.65  5,975,634.49   sFT  0.99991114   -1 22 41.6
 DH6338;UTM  10      - 4,484,403.626   406,141.981   MT  0.99970843   -0 43 10.4
 DH6338
 DH6338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6338!SPC CA 1     -   0.99999862  x   0.99991114  =   0.99990976
 DH6338!UTM  10      -   0.99999862  x   0.99970843  =   0.99970705
 DH6338
 DH6338                          SUPERSEDED SURVEY CONTROL
 DH6338
 DH6338  NAD 83(1998)-  40 30 18.14520(N)    124 06 27.90686(W) AD(2004.69) B
 DH6338  ELLIP H (09/28/05)    8.785  (m)                       GP(       ) 4 1
 DH6338
 DH6338.Superseded values are not recommended for survey control.
 DH6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6338.See file dsdata.txt to determine how the superseded data were derived.
 DH6338
 DH6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0614284404(NAD 83)
 DH6338_MARKER: DD = SURVEY DISK
 DH6338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6338_STAMPING: 101-HUM-53.32
 DH6338_MARK LOGO: CSRC  
 DH6338_PROJECTION: FLUSH
 DH6338_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6338+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6338_ROD/PIPE-DEPTH: 3.2  meters
 DH6338
 DH6338  HISTORY     - Date     Condition        Report By
 DH6338  HISTORY     - 20040901 MONUMENTED       CADT
 DH6338
 DH6338                          STATION DESCRIPTION
 DH6338
 DH6338'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6338'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 101,
 DH6338'APPROXIMATELY  2.1 KM (1.3 MI)  NORTHERLY OF THE S.A. MURPHY MEMORIAL
 DH6338'BRIDGE,  AT THE NORTH END OF THE CITY OF RIO DELL  AT THE WILDWOOD
 DH6338'AVENUE INTERCHANGE.
 DH6338' 
 DH6338'TO REACH THE STATION FROM THE U.S. POST OFFICE AT 315 WILDWOOD AVENUE,
 DH6338'IN RIO RELL,  PROCEED NORTHWESTERLY ALONG WILDWOOD AVENUE,  1.2 KM
 DH6338'(0.75 MI) TO THE INTERSECTION  WITH THE SOUTHBOUND FREEWAY ENTRANCE
 DH6338'RAMP TO U.S. ROUTE 101. TURN RIGHT ONTO THE  FREEWAY ENTRANCE, FOR 70
 DH6338'M TO THE STATION ON THE LEFT ON U.S. ROUTE 101 AT POST MILE  53.32.
 DH6338' 
 DH6338'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6338'SET IN CONCRETE  FLUSH WITH THE GROUND,  1.0 M SOUTH OF A ORANGE
 DH6338'CARSONITE POST, 11.0 M SOUTH OF THE  SOUTHEAST CORNER OF THE REDCREST
 DH6338'OVERCROSSING (BR. NO.  4-189), 11.6 M NORTH OF THE EDGE  OF PAVEMENT
 DH6338'OF THE SOUTHBOUND ONRAMP HIGHWAY 101,  AND 6.9 M SOUTH OF THE  EDGE OF
 DH6338'THE  PAVEMENT SOUTHBOUND LANES OF U.S. 101.
 DH6338' 
 DH6338'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6338'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6338'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6338'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6338'EUREKA.
 DH6338' 
 DH6338'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6338'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6345 ***********************************************************************
 DH6345  DESIGNATION -  101 HUM 85.73
 DH6345  PID         -  DH6345
 DH6345  STATE/COUNTY-  CA/HUMBOLDT
 DH6345  USGS QUAD   -  ARCATA SOUTH (1972)
 DH6345
 DH6345                         *CURRENT SURVEY CONTROL
 DH6345  ___________________________________________________________________
 DH6345* NAD 83(2007)-  40 51 40.79786(N)    124 04 55.11304(W)     ADJUSTED  
 DH6345* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 DH6345  ___________________________________________________________________
 DH6345  EPOCH DATE  -        2007.00
 DH6345  X           -  -2,706,997.579 (meters)                     COMP
 DH6345  Y           -  -4,000,929.254 (meters)                     COMP
 DH6345  Z           -   4,150,771.323 (meters)                     COMP
 DH6345  LAPLACE CORR-          11.13  (seconds)                    DEFLEC99
 DH6345  ELLIP HEIGHT-         -26.936 (meters)          (02/10/07) ADJUSTED
 DH6345  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DH6345
 DH6345  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6345  Type    PID    Designation                      North   East  Ellip
 DH6345  -------------------------------------------------------------------
 DH6345  NETWORK DH6345 101 HUM 85.73                     1.25   1.20   3.12
 DH6345  -------------------------------------------------------------------
 DH6345
 DH6345.The horizontal coordinates were established by GPS observations
 DH6345.and adjusted by the National Geodetic Survey in February 2007.
 DH6345
 DH6345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6345.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6345.The horizontal coordinates are valid at the epoch date displayed above.
 DH6345.The epoch date for horizontal control is a decimal equivalence
 DH6345.of Year/Month/Day.
 DH6345
 DH6345.The orthometric height was determined by GPS observations and a
 DH6345.high-resolution geoid model.
 DH6345
 DH6345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6345
 DH6345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6345
 DH6345.The ellipsoidal height was determined by GPS observations
 DH6345.and is referenced to NAD 83.
 DH6345
 DH6345.The geoid height was determined by GEOID03.
 DH6345
 DH6345;                    North         East     Units Scale Factor Converg.
 DH6345;SPC CA 1     -   671,749.828 1,824,500.967   MT  0.99989474   -1 21 40.9
 DH6345;SPC CA 1     - 2,203,899.23  5,985,883.59   sFT  0.99989474   -1 21 40.9
 DH6345;UTM  10      - 4,523,927.188   408,812.942   MT  0.99970234   -0 42 28.5
 DH6345
 DH6345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6345!SPC CA 1     -   1.00000423  x   0.99989474  =   0.99989896
 DH6345!UTM  10      -   1.00000423  x   0.99970234  =   0.99970656
 DH6345
 DH6345                          SUPERSEDED SURVEY CONTROL
 DH6345
 DH6345  NAD 83(1998)-  40 51 40.79626(N)    124 04 55.11342(W) AD(2004.69) B
 DH6345  ELLIP H (09/28/05)  -26.937  (m)                       GP(       ) 4 1
 DH6345
 DH6345.Superseded values are not recommended for survey control.
 DH6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6345.See file dsdata.txt to determine how the superseded data were derived.
 DH6345
 DH6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0881323927(NAD 83)
 DH6345_MARKER: DD = SURVEY DISK
 DH6345_SETTING: 0 = UNSPECIFIED SETTING
 DH6345_SP_SET: BOX CULVERT HEADWALL
 DH6345_STAMPING: 101-HUM-85.37
 DH6345_MARK LOGO: CSRC  
 DH6345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6345+STABILITY: SURFACE MOTION
 DH6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6345+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6345
 DH6345  HISTORY     - Date     Condition        Report By
 DH6345  HISTORY     - 20040901 MONUMENTED       CADT
 DH6345
 DH6345                          STATION DESCRIPTION
 DH6345
 DH6345'DESCRIBED BY CALTRANS 2004 (GLN)
 DH6345'THE STATION IS LOCATED ALONG U.S HIGHWAY 101 IN A GORE AREA  9.38 KM
 DH6345'(5.83 MI)   NORTHEASTERLY OF EUREKA CITY HALL AND 0.88 KM (0.54 MI)
 DH6345'SOUTHEASTERLY OF ARCATA  CITY HALL.
 DH6345' 
 DH6345'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101 WITH
 DH6345'AIRPORT ROAD NEAR  THE NORTH LIMITS OF EUREKA  AT (PM 80.84) PROCEED
 DH6345'NORTHERLY ALONG U.S. HIGHWAY 101 7.56  KM (4.70 MI) TO THE NORTHBOUND
 DH6345'OFF-RAMP TO STATE HIGHWAY 255.  (STATE HIGHWAY 255 IS ALSO  KNOWN AS
 DH6345'SAMOA BLVD), KEEP TO THE RIGHT, TO WHERE THE OFF-RAMP TO STATE HIGHWAY
 DH6345'255   AND OFF-RAMP TO SUNNYBRAE SPLIT,  CONTINUE ON THE RAMP TO
 DH6345'SUNNYBRAE, STAYING TO THE  RIGHT FOR 61 METERS TO THE STATION IN THE
 DH6345'SOUTH END OF A HEADWALL ON THE LEFT.
 DH6345' 
 DH6345'THE STATION IS AN ALUMINUM DISK EPOXIED IN A BOX CULVERT HEADWALL.  IT
 DH6345'IS APPROXIMATELY  152 M SOUTHEASTERLY OF THE INTERSECTION OF U.S.
 DH6345'HIGHWAY 101 WITH STATE HIGHWAY 255, 48.4  M NORTHEAST OF THE EAST POST
 DH6345'OF A TWO POST SIGN THAT READS 'ARCATA, SOMOA 255 AND  SUNNYBRAE', 3.5
 DH6345'M NORTHERLY OF THE NORTH CURB OF THE SUNNY BRAE OFF-RAMP, AND ABOUT
 DH6345'0.7  M (2.3 FT) LOWER THAN THE TOP OF CURB.
 DH6345' 
 DH6345'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6345'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6345'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6345'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6345'EUREKA.
 DH6345' 
 DH6345'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6345'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6362 ***********************************************************************
 DH6362  DESIGNATION -  101 HUM 97.14
 DH6362  PID         -  DH6362
 DH6362  STATE/COUNTY-  CA/HUMBOLDT
 DH6362  USGS QUAD   -  CRANNELL (1975)
 DH6362
 DH6362                         *CURRENT SURVEY CONTROL
 DH6362  ___________________________________________________________________
 DH6362* NAD 83(2007)-  41 00 57.78623(N)    124 06 27.30176(W)     ADJUSTED  
 DH6362* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 DH6362  ___________________________________________________________________
 DH6362  EPOCH DATE  -        2007.00
 DH6362  X           -  -2,702,474.222 (meters)                     COMP
 DH6362  Y           -  -3,990,399.921 (meters)                     COMP
 DH6362  Z           -   4,163,753.635 (meters)                     COMP
 DH6362  LAPLACE CORR-          10.58  (seconds)                    DEFLEC99
 DH6362  ELLIP HEIGHT-         -22.482 (meters)          (02/10/07) ADJUSTED
 DH6362  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DH6362
 DH6362  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6362  Type    PID    Designation                      North   East  Ellip
 DH6362  -------------------------------------------------------------------
 DH6362  NETWORK DH6362 101 HUM 97.14                     1.72   1.47   4.00
 DH6362  -------------------------------------------------------------------
 DH6362
 DH6362.The horizontal coordinates were established by GPS observations
 DH6362.and adjusted by the National Geodetic Survey in February 2007.
 DH6362
 DH6362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6362.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6362.The horizontal coordinates are valid at the epoch date displayed above.
 DH6362.The epoch date for horizontal control is a decimal equivalence
 DH6362.of Year/Month/Day.
 DH6362
 DH6362.The orthometric height was determined by GPS observations and a
 DH6362.high-resolution geoid model.
 DH6362
 DH6362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6362
 DH6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6362
 DH6362.The ellipsoidal height was determined by GPS observations
 DH6362.and is referenced to NAD 83.
 DH6362
 DH6362.The geoid height was determined by GEOID03.
 DH6362
 DH6362;                    North         East     Units Scale Factor Converg.
 DH6362;SPC CA 1     -   688,976.652 1,822,755.960   MT  0.99989961   -1 22 41.2
 DH6362;SPC CA 1     - 2,260,417.57  5,980,158.51   sFT  0.99989961   -1 22 41.2
 DH6362;UTM  10      - 4,541,129.724   406,872.291   MT  0.99970674   -0 43 36.9
 DH6362
 DH6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6362!SPC CA 1     -   1.00000353  x   0.99989961  =   0.99990314
 DH6362!UTM  10      -   1.00000353  x   0.99970674  =   0.99971027
 DH6362
 DH6362                          SUPERSEDED SURVEY CONTROL
 DH6362
 DH6362  NAD 83(1998)-  41 00 57.78486(N)    124 06 27.30365(W) AD(2004.69) B
 DH6362  ELLIP H (09/28/05)  -22.463  (m)                       GP(       ) 4 1
 DH6362
 DH6362.Superseded values are not recommended for survey control.
 DH6362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6362.See file dsdata.txt to determine how the superseded data were derived.
 DH6362
 DH6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0687241130(NAD 83)
 DH6362_MARKER: DD = SURVEY DISK
 DH6362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6362_STAMPING: 101-HUM-97.14
 DH6362_MARK LOGO: CSRC  
 DH6362_PROJECTION: RECESSED 5 CENTIMETERS
 DH6362_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6362+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 DH6362_ROD/PIPE-DEPTH: 7.3  meters
 DH6362
 DH6362  HISTORY     - Date     Condition        Report By
 DH6362  HISTORY     - 20040911 MONUMENTED       CADT
 DH6362
 DH6362                          STATION DESCRIPTION
 DH6362
 DH6362'DESCRIBED BY CALTRANS 2004 (JMH)
 DH6362'THE STATION IS LOCATED ALONG U.S. HIGHWAY 101 5.81 KM (3.6 MI)
 DH6362'SOUTHEASTERLY OF TRINIDAD,   AND 4.29 KM (2.66 MI)  NORTH OF THE
 DH6362'EUREKA-ARCATA REGIONAL AIRPORT, LOCATED IN  MCKINLEYVILLE, CA.
 DH6362' 
 DH6362'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101 WITH
 DH6362'AIRPORT RD IN  MCKINNLEYVILLE, PROCEED NORTHERLY ALONG U.S. HIGHWAY
 DH6362'101 7.01 KM (4.37 MI) TO THE  WESTHAVEN EXIT.  EXIT HIGHWAY AT THE
 DH6362'WESTHAVEN EXIT AND AT STOP SIGN TURN LEFT AND  HEAD WEST UNDERNEATH
 DH6362'THE HIGHWAY TO SCENIC DR. TURN LEFT, HEADING SOUTH ALONG SCENIC  DRIVE
 DH6362'0.40 KM (0.25 MI) TO THE SOUTHBOUND ON-RAMP TO U.S. HIGHWAY 101.
 DH6362'RE-ENTER U.S.  HIGHWAY 101, HEADING SOUTHERLY 1.12 KM (0.70 MI) TO THE
 DH6362'TRUCK SCALES AND CRANNELL RD EXIT.  EXIT HIGHWAY KEEPING TO THE RIGHT
 DH6362'AND CONTINUE  0.32 KM (0.20 MI) TO THE STATION  ON THE LEFT.
 DH6362' 
 DH6362'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6362'SET IN CONCRETE  FLUSH WITH THE GROUND.  3.9 M EASTERLY OF THE EAST
 DH6362'CURB OF THE  SOUTHBOUND CRANNELL  RD EXIT RAMP, 16.8 M  NORTHERLY OF A
 DH6362'DROP INLET STRUCTURE AND APPROXIMATELY 1.0 M   LOWER THAT THE EXIT
 DH6362'RAMP.
 DH6362' 
 DH6362'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6362'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6362'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6362'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6362'EUREKA.
 DH6362' 
 DH6362'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6362'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6536 ***********************************************************************
 DH6536  DESIGNATION -  101 MEN 0.62
 DH6536  PID         -  DH6536
 DH6536  STATE/COUNTY-  CA/MENDOCINO
 DH6536  USGS QUAD   -  GUBE MOUNTAIN (1991)
 DH6536
 DH6536                         *CURRENT SURVEY CONTROL
 DH6536  ___________________________________________________________________
 DH6536* NAD 83(2007)-  38 51 28.76073(N)    123 02 13.11689(W)     ADJUSTED  
 DH6536* NAVD 88     -       117.1    (meters)     384.     (feet)  GPS OBS   
 DH6536  ___________________________________________________________________
 DH6536  EPOCH DATE  -        2007.00
 DH6536  X           -  -2,711,345.131 (meters)                     COMP
 DH6536  Y           -  -4,169,212.269 (meters)                     COMP
 DH6536  Z           -   3,980,107.278 (meters)                     COMP
 DH6536  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 DH6536  ELLIP HEIGHT-          86.728 (meters)          (02/10/07) ADJUSTED
 DH6536  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DH6536
 DH6536  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6536  Type    PID    Designation                      North   East  Ellip
 DH6536  -------------------------------------------------------------------
 DH6536  NETWORK DH6536 101 MEN 0.62                      1.90   1.59   3.67
 DH6536  -------------------------------------------------------------------
 DH6536
 DH6536.The horizontal coordinates were established by GPS observations
 DH6536.and adjusted by the National Geodetic Survey in February 2007.
 DH6536
 DH6536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6536.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6536.The horizontal coordinates are valid at the epoch date displayed above.
 DH6536.The epoch date for horizontal control is a decimal equivalence
 DH6536.of Year/Month/Day.
 DH6536
 DH6536.The orthometric height was determined by GPS observations and a
 DH6536.high-resolution geoid model.
 DH6536
 DH6536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6536
 DH6536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6536
 DH6536.The ellipsoidal height was determined by GPS observations
 DH6536.and is referenced to NAD 83.
 DH6536
 DH6536.The geoid height was determined by GEOID03.
 DH6536
 DH6536;                    North         East     Units Scale Factor Converg.
 DH6536;SPC CA 2     -   632,756.582 1,910,000.063   MT  0.99992246   -0 39 13.6
 DH6536;SPC CA 2     - 2,075,968.89  6,266,391.87   sFT  0.99992246   -0 39 13.6
 DH6536;UTM  10      - 4,301,018.322   496,791.714   MT  0.99960013   -0 01 23.5
 DH6536
 DH6536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6536!SPC CA 2     -   0.99998639  x   0.99992246  =   0.99990885
 DH6536!UTM  10      -   0.99998639  x   0.99960013  =   0.99958653
 DH6536
 DH6536                          SUPERSEDED SURVEY CONTROL
 DH6536
 DH6536  NAD 83(1998)-  38 51 28.75819(N)    123 02 13.11517(W) AD(2004.69) B
 DH6536  ELLIP H (09/28/05)   86.728  (m)                       GP(       ) 4 1
 DH6536
 DH6536.Superseded values are not recommended for survey control.
 DH6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6536.See file dsdata.txt to determine how the superseded data were derived.
 DH6536
 DH6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9679201018(NAD 83)
 DH6536_MARKER: DD = SURVEY DISK
 DH6536_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6536+WITH SETTING: INFORMATION.
 DH6536_STAMPING: 101 MEN 0.62
 DH6536_MARK LOGO: CSRC  
 DH6536_PROJECTION: FLUSH
 DH6536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6536+STABILITY: SURFACE MOTION
 DH6536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6536+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6536_ROD/PIPE-DEPTH: 1.8  meters
 DH6536
 DH6536  HISTORY     - Date     Condition        Report By
 DH6536  HISTORY     - 20040828 MONUMENTED       CADT
 DH6536
 DH6536                          STATION DESCRIPTION
 DH6536
 DH6536'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6536'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 5.7 KM (3.5
 DH6536'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM CLOVERDALE AND 16.7 KM
 DH6536'(10.3 MI) SOUTH OF HOPLAND.
 DH6536' 
 DH6536'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101 IN
 DH6536'HOPLAND PROCEED  16.5 KM (10.2 MI) SOUTHERLY TO THE SOUTHBOUND GEYSERS
 DH6536'ROAD OFF-RAMP, CONTINUE  SOUTHEASTERLY 0.24 KM (0.15 MI), CROSSING
 DH6536'UNDER HIGHWAY 101, TO THE INTERSECTION OF  GEYSERS ROAD/NORTHBOUND
 DH6536'ON-RAMP OF HIGHWAY 101, CONTINUE NORTHERLY 0.05 MILES ALONG  THE
 DH6536'NORTHBOUND ON-RAMP TO THE STATION ON THE RIGHT.
 DH6536' 
 DH6536'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6536'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EASTERLY OF A STEEL
 DH6536'FENCE POST AND CARSONITE MARKER  BEARS, 22.2 M EASTERLY OF THE
 DH6536'CENTERLINE OF THE NORTHBOUND ON-RAMP, 55.0 M NORTHERLY  OF A CULVERT
 DH6536'AT POST MILE MARKER 0.66 ON THE NORTHBOUND ON-RAMP,  15.8 M EAST OF
 DH6536'THE  NORTHBOUND ON-RAMP EASTERLY EDGE OF PAVEMENT, AND APPROXIMATELY
 DH6536'4.5 M HIGHER THAN  THE CENTERLINE OF THE ON-RAMP.
 DH6536' 
 DH6536'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6536'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6536'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6536'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6536'EUREKA.
 DH6536' 
 DH6536'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6536'MODERNIZATION  PROJECT OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6537 ***********************************************************************
 DH6537  DESIGNATION -  101 MEN 15.10
 DH6537  PID         -  DH6537
 DH6537  STATE/COUNTY-  CA/MENDOCINO
 DH6537  USGS QUAD   -  
 DH6537
 DH6537                         *CURRENT SURVEY CONTROL
 DH6537  ___________________________________________________________________
 DH6537* NAD 83(2007)-  39 01 37.04673(N)    123 08 16.76640(W)     ADJUSTED  
 DH6537* NAVD 88     -       190.7    (meters)     626.     (feet)  GPS OBS   
 DH6537  ___________________________________________________________________
 DH6537  EPOCH DATE  -        2007.00
 DH6537  X           -  -2,712,277.461 (meters)                     COMP
 DH6537  Y           -  -4,154,601.022 (meters)                     COMP
 DH6537  Z           -   3,994,743.454 (meters)                     COMP
 DH6537  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 DH6537  ELLIP HEIGHT-         160.574 (meters)          (02/10/07) ADJUSTED
 DH6537  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DH6537
 DH6537  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6537  Type    PID    Designation                      North   East  Ellip
 DH6537  -------------------------------------------------------------------
 DH6537  NETWORK DH6537 101 MEN 15.10                     1.63   1.33   3.39
 DH6537  -------------------------------------------------------------------
 DH6537
 DH6537.The horizontal coordinates were established by GPS observations
 DH6537.and adjusted by the National Geodetic Survey in February 2007.
 DH6537
 DH6537.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6537.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6537.The horizontal coordinates are valid at the epoch date displayed above.
 DH6537.The epoch date for horizontal control is a decimal equivalence
 DH6537.of Year/Month/Day.
 DH6537
 DH6537.The orthometric height was determined by GPS observations and a
 DH6537.high-resolution geoid model.
 DH6537
 DH6537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6537
 DH6537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6537
 DH6537.The ellipsoidal height was determined by GPS observations
 DH6537.and is referenced to NAD 83.
 DH6537
 DH6537.The geoid height was determined by GEOID03.
 DH6537
 DH6537;                    North         East     Units Scale Factor Converg.
 DH6537;SPC CA 2     -   651,616.400 1,901,468.312   MT  0.99991518   -0 43 02.9
 DH6537;SPC CA 2     - 2,137,844.81  6,238,400.62   sFT  0.99991518   -0 43 02.9
 DH6537;UTM  10      - 4,319,777.141   488,055.679   MT  0.99960176   -0 05 12.8
 DH6537
 DH6537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6537!SPC CA 2     -   0.99997481  x   0.99991518  =   0.99988999
 DH6537!UTM  10      -   0.99997481  x   0.99960176  =   0.99957658
 DH6537
 DH6537                          SUPERSEDED SURVEY CONTROL
 DH6537
 DH6537  NAD 83(1998)-  39 01 37.04443(N)    123 08 16.76437(W) AD(2004.69) B
 DH6537  ELLIP H (09/28/05)  160.585  (m)                       GP(       ) 4 1
 DH6537
 DH6537.Superseded values are not recommended for survey control.
 DH6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6537.See file dsdata.txt to determine how the superseded data were derived.
 DH6537
 DH6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8805619777(NAD 83)
 DH6537_MARKER: DD = SURVEY DISK
 DH6537_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6537+WITH SETTING: INFORMATION.
 DH6537_STAMPING: 101 MEN 15.10
 DH6537_MARK LOGO: CSRC  
 DH6537_PROJECTION: FLUSH
 DH6537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6537+STABILITY: SURFACE MOTION
 DH6537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6537+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6537_ROD/PIPE-DEPTH: 1.3  meters
 DH6537
 DH6537  HISTORY     - Date     Condition        Report By
 DH6537  HISTORY     - 20040828 MONUMENTED       CADT
 DH6537
 DH6537                          STATION DESCRIPTION
 DH6537
 DH6537'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6537'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 6.8 KM (4.2
 DH6537'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM HOPLAND AND 15.2 KM (9.4
 DH6537'MI) SOUTHERLY OF UKIAH.
 DH6537' 
 DH6537'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101, IN
 DH6537'HOPLAND,  PROCEED NORTHERLY 6.8 KM (4.2 MI) ALONG HIGHWAY 101 TO POST
 DH6537'MILE 15.10  TO THE STATION AND  A DIRT ROAD RUNNING EASTERLY ON THE
 DH6537'RIGHT.
 DH6537' 
 DH6537'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6537'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST OF A STEEL FENCE
 DH6537'POST AND CARSONITE MARKER BEARS,   27.8 M EASTERLY OF THE CENTERLINE
 DH6537'OF HIGHWAY 101, 10.6 M NORTHERLY OF A CULVERT WITH  POST MILE MARKER
 DH6537'15.11 ON HIGHWAY 101,  AND 20.3 M EAST OF THE EDGE OF PAVEMENT OF THE
 DH6537'HIGHWAY.
 DH6537' 
 DH6537'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6537'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6537'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6537'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6537'EUREKA.
 DH6537' 
 DH6537'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6537'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6299 ***********************************************************************
 DH6299  DESIGNATION -  101 MEN 25.13
 DH6299  PID         -  DH6299
 DH6299  STATE/COUNTY-  CA/MENDOCINO
 DH6299  USGS QUAD   -  UKIAH (1975)
 DH6299
 DH6299                         *CURRENT SURVEY CONTROL
 DH6299  ___________________________________________________________________
 DH6299* NAD 83(2007)-  39 09 37.84249(N)    123 11 53.66206(W)     ADJUSTED  
 DH6299* NAVD 88     -       184.6    (meters)     606.     (feet)  GPS OBS   
 DH6299  ___________________________________________________________________
 DH6299  EPOCH DATE  -        2007.00
 DH6299  X           -  -2,711,522.718 (meters)                     COMP
 DH6299  Y           -  -4,143,918.940 (meters)                     COMP
 DH6299  Z           -   4,006,247.294 (meters)                     COMP
 DH6299  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DH6299  ELLIP HEIGHT-         154.575 (meters)          (02/10/07) ADJUSTED
 DH6299  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH6299
 DH6299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6299  Type    PID    Designation                      North   East  Ellip
 DH6299  -------------------------------------------------------------------
 DH6299  NETWORK DH6299 101 MEN 25.13                     1.53   1.49   3.82
 DH6299  -------------------------------------------------------------------
 DH6299
 DH6299.The horizontal coordinates were established by GPS observations
 DH6299.and adjusted by the National Geodetic Survey in February 2007.
 DH6299
 DH6299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6299.The horizontal coordinates are valid at the epoch date displayed above.
 DH6299.The epoch date for horizontal control is a decimal equivalence
 DH6299.of Year/Month/Day.
 DH6299
 DH6299.The orthometric height was determined by GPS observations and a
 DH6299.high-resolution geoid model.
 DH6299
 DH6299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6299
 DH6299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6299
 DH6299.The ellipsoidal height was determined by GPS observations
 DH6299.and is referenced to NAD 83.
 DH6299
 DH6299.The geoid height was determined by GEOID03.
 DH6299
 DH6299;                    North         East     Units Scale Factor Converg.
 DH6299;SPC CA 2     -   666,507.745 1,896,447.502   MT  0.99991555   -0 45 19.6
 DH6299;SPC CA 2     - 2,186,700.83  6,221,928.18   sFT  0.99991555   -0 45 19.6
 DH6299;UTM  10      - 4,334,607.707   482,872.942   MT  0.99960361   -0 07 30.7
 DH6299
 DH6299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6299!SPC CA 2     -   0.99997575  x   0.99991555  =   0.99989130
 DH6299!UTM  10      -   0.99997575  x   0.99960361  =   0.99957937
 DH6299
 DH6299                          SUPERSEDED SURVEY CONTROL
 DH6299
 DH6299  NAD 83(1998)-  39 09 37.84023(N)    123 11 53.66021(W) AD(2004.69) B
 DH6299  ELLIP H (09/28/05)  154.595  (m)                       GP(       ) 4 1
 DH6299
 DH6299.Superseded values are not recommended for survey control.
 DH6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6299.See file dsdata.txt to determine how the superseded data were derived.
 DH6299
 DH6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8287334608(NAD 83)
 DH6299_MARKER: DD = SURVEY DISK
 DH6299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6299+WITH SETTING: INFORMATION.
 DH6299_STAMPING: 101 MEN 25.13
 DH6299_MARK LOGO: CSRC  
 DH6299_PROJECTION: FLUSH
 DH6299_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6299+STABILITY: SURFACE MOTION
 DH6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6299+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DH6299_ROD/PIPE-DEPTH: 2.0  meters
 DH6299
 DH6299  HISTORY     - Date     Condition        Report By
 DH6299  HISTORY     - 20040828 MONUMENTED       CADT
 DH6299  HISTORY     - 20051206 GOOD             COLIS
 DH6299
 DH6299                          STATION DESCRIPTION
 DH6299
 DH6299'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6299'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 0.97 KM
 DH6299'(0.6 MI) NORTHERLY   ALONG U.S. HIGHWAY 101 FROM UKIAH AND 9.2 KM (5.7
 DH6299'MI) SOUTHERLY OF CALPELLA.
 DH6299' 
 DH6299'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101, IN
 DH6299'HOPLAND,  PROCEED 23.0 KM (14.2 MI) NORTHERLY ALONG HIGHWAY 101 TO
 DH6299'WATER WORKS ROAD OFF-RAMP AT  POST MILE 25.13 AND THE STATION ON THE
 DH6299'LEFT IN A DIRT TRAFFIC ISLAND.
 DH6299' 
 DH6299'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6299'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST A STEEL FENCE POST
 DH6299'AND CARSONITE MARKER, 17.4 M  EAST  OF THE CENTERLINE OF THE
 DH6299'NORTHBOUND LANES, 10.7 M NORTH OF A CULVERT AT POST MILE  MARKER 25.12
 DH6299'ON HIGHWAY 101, AND 10.5 M EAST OF THE EDGE OF PAVEMENT OF HIGHWAY
 DH6299'101.
 DH6299' 
 DH6299'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6299'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6299'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6299'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6299'EUREKA.
 DH6299' 
 DH6299'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6299'DENSIFICATION PROJECT OF  2004.
 DH6299
 DH6299                          STATION RECOVERY (2005)
 DH6299
 DH6299'RECOVERY NOTE BY WILLIAM COLISCH PLS 2005 (WPC)
 DH6299'WATER WORKS ROAD IS NOW CALLED RIVER STREET.
 DH6299'THIS EXIT IS ONLY AVAILABLE FROM NORTHBOUND HWY 101.
 DH6299'ALTHOUGH NOT LABELED AS SUCH, THIS IS EXIT 550.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6332 ***********************************************************************
 DH6332  DESIGNATION -  101 MEN 33.84
 DH6332  PID         -  DH6332
 DH6332  STATE/COUNTY-  CA/MENDOCINO
 DH6332  USGS QUAD   -  REDWOOD VALLEY (1975)
 DH6332
 DH6332                         *CURRENT SURVEY CONTROL
 DH6332  ___________________________________________________________________
 DH6332* NAD 83(2007)-  39 16 14.08146(N)    123 14 32.48669(W)     ADJUSTED  
 DH6332* NAVD 88     -       231.2    (meters)     759.     (feet)  GPS OBS   
 DH6332  ___________________________________________________________________
 DH6332  EPOCH DATE  -        2007.00
 DH6332  X           -  -2,710,497.373 (meters)                     COMP
 DH6332  Y           -  -4,135,398.448 (meters)                     COMP
 DH6332  Z           -   4,015,744.411 (meters)                     COMP
 DH6332  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DH6332  ELLIP HEIGHT-         201.228 (meters)          (02/10/07) ADJUSTED
 DH6332  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DH6332
 DH6332  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6332  Type    PID    Designation                      North   East  Ellip
 DH6332  -------------------------------------------------------------------
 DH6332  NETWORK DH6332 101 MEN 33.84                     2.20   1.71   4.06
 DH6332  -------------------------------------------------------------------
 DH6332
 DH6332.The horizontal coordinates were established by GPS observations
 DH6332.and adjusted by the National Geodetic Survey in February 2007.
 DH6332
 DH6332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6332.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6332.The horizontal coordinates are valid at the epoch date displayed above.
 DH6332.The epoch date for horizontal control is a decimal equivalence
 DH6332.of Year/Month/Day.
 DH6332
 DH6332.The orthometric height was determined by GPS observations and a
 DH6332.high-resolution geoid model.
 DH6332
 DH6332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6332
 DH6332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6332
 DH6332.The ellipsoidal height was determined by GPS observations
 DH6332.and is referenced to NAD 83.
 DH6332
 DH6332.The geoid height was determined by GEOID03.
 DH6332
 DH6332;                    North         East     Units Scale Factor Converg.
 DH6332;SPC CA 2     -   678,776.315 1,892,802.067   MT  0.99991992   -0 46 59.8
 DH6332;SPC CA 2     - 2,226,951.96  6,209,968.11   sFT  0.99991992   -0 46 59.8
 DH6332;UTM  10      - 4,346,831.621   479,093.998   MT  0.99960538   -0 09 12.3
 DH6332
 DH6332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6332!SPC CA 2     -   0.99996843  x   0.99991992  =   0.99988835
 DH6332!UTM  10      -   0.99996843  x   0.99960538  =   0.99957382
 DH6332
 DH6332                          SUPERSEDED SURVEY CONTROL
 DH6332
 DH6332  NAD 83(1998)-  39 16 14.07907(N)    123 14 32.48497(W) AD(2004.69) B
 DH6332  ELLIP H (09/28/05)  201.255  (m)                       GP(       ) 4 1
 DH6332
 DH6332.Superseded values are not recommended for survey control.
 DH6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6332.See file dsdata.txt to determine how the superseded data were derived.
 DH6332
 DH6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7909446832(NAD 83)
 DH6332_MARKER: DD = SURVEY DISK
 DH6332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6332_STAMPING: 101 MEN 33.84
 DH6332_MARK LOGO: CSRC  
 DH6332_PROJECTION: FLUSH
 DH6332_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6332+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6332_ROD/PIPE-DEPTH: 4.1  meters
 DH6332
 DH6332  HISTORY     - Date     Condition        Report By
 DH6332  HISTORY     - 20040828 MONUMENTED       CADT
 DH6332
 DH6332                          STATION DESCRIPTION
 DH6332
 DH6332'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6332'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 4.9 KM (3.0
 DH6332'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM CALPELLA, AND 20.4 KM (12.6
 DH6332'MI) SOUTHERLY OF WILLITTS.
 DH6332' 
 DH6332'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 20 AND 101, IN
 DH6332'CALPELLA, PROCEED  4.92 KM (3.04 MI) NORTHERLY ALONG HIGHWAY 101 TO
 DH6332'POST MILE 33.84  AND THE INTERSECTION OF  UVA ROAD AND THE STATION AT
 DH6332'THE SOUTHEAST QUADRANT OF THE INTERSECTION SOUTHBOUND  HIGHWAY 101.
 DH6332' 
 DH6332'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6332'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6332'POST AND CARSONITE MARKER,18.8 M WEST OF THE CENTERLINE HIGHWAY 101,
 DH6332'28.4 M SOUTH OF THE CENTERLINE OF UVA ROAD,  51.8 M  SOUTHERLY OF A
 DH6332'CULVERT AT POST MILE MARKER 33.81, AND 6.8 M WEST OF THE EDGE OF
 DH6332'PAVEMENT OF HIGHWAY 101.
 DH6332' 
 DH6332'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6332'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6332'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6332'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6332'EUREKA.
 DH6332' 
 DH6332'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6332'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6331 ***********************************************************************
 DH6331  DESIGNATION -  101 MEN 37.43
 DH6331  PID         -  DH6331
 DH6331  STATE/COUNTY-  CA/MENDOCINO
 DH6331  USGS QUAD   -  LAUGHLIN RANGE (1991)
 DH6331
 DH6331                         *CURRENT SURVEY CONTROL
 DH6331  ___________________________________________________________________
 DH6331* NAD 83(2007)-  39 17 59.27727(N)    123 17 33.21649(W)     ADJUSTED  
 DH6331* NAVD 88     -       419.0    (meters)    1375.     (feet)  GPS OBS   
 DH6331  ___________________________________________________________________
 DH6331  EPOCH DATE  -        2007.00
 DH6331  X           -  -2,713,072.003 (meters)                     COMP
 DH6331  Y           -  -4,131,426.376 (meters)                     COMP
 DH6331  Z           -   4,018,374.467 (meters)                     COMP
 DH6331  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 DH6331  ELLIP HEIGHT-         389.097 (meters)          (02/10/07) ADJUSTED
 DH6331  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DH6331
 DH6331  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6331  Type    PID    Designation                      North   East  Ellip
 DH6331  -------------------------------------------------------------------
 DH6331  NETWORK DH6331 101 MEN 37.43                     2.20   1.63   4.35
 DH6331  -------------------------------------------------------------------
 DH6331
 DH6331.The horizontal coordinates were established by GPS observations
 DH6331.and adjusted by the National Geodetic Survey in February 2007.
 DH6331
 DH6331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6331.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6331.The horizontal coordinates are valid at the epoch date displayed above.
 DH6331.The epoch date for horizontal control is a decimal equivalence
 DH6331.of Year/Month/Day.
 DH6331
 DH6331.The orthometric height was determined by GPS observations and a
 DH6331.high-resolution geoid model.
 DH6331
 DH6331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6331
 DH6331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6331
 DH6331.The ellipsoidal height was determined by GPS observations
 DH6331.and is referenced to NAD 83.
 DH6331
 DH6331.The geoid height was determined by GEOID03.
 DH6331
 DH6331;                    North         East     Units Scale Factor Converg.
 DH6331;SPC CA 2     -   682,080.294 1,888,516.703   MT  0.99992170   -0 48 53.7
 DH6331;SPC CA 2     - 2,237,791.76  6,195,908.55   sFT  0.99992170   -0 48 53.7
 DH6331;UTM  10      - 4,350,087.277   474,773.937   MT  0.99960783   -0 11 07.1
 DH6331
 DH6331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6331!SPC CA 2     -   0.99993896  x   0.99992170  =   0.99986066
 DH6331!UTM  10      -   0.99993896  x   0.99960783  =   0.99954681
 DH6331
 DH6331                          SUPERSEDED SURVEY CONTROL
 DH6331
 DH6331  NAD 83(1998)-  39 17 59.27468(N)    123 17 33.21475(W) AD(2004.69) B
 DH6331  ELLIP H (09/28/05)  389.126  (m)                       GP(       ) 4 1
 DH6331
 DH6331.Superseded values are not recommended for survey control.
 DH6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6331.See file dsdata.txt to determine how the superseded data were derived.
 DH6331
 DH6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7477450087(NAD 83)
 DH6331_MARKER: DD = SURVEY DISK
 DH6331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6331+WITH SETTING: INFORMATION.
 DH6331_STAMPING: 101 MEN 37.43
 DH6331_MARK LOGO: CSRC  
 DH6331_PROJECTION: FLUSH
 DH6331_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6331+STABILITY: SURFACE MOTION
 DH6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6331+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6331_ROD/PIPE-DEPTH: 2.4  meters
 DH6331
 DH6331  HISTORY     - Date     Condition        Report By
 DH6331  HISTORY     - 20040828 MONUMENTED       CADT
 DH6331
 DH6331                          STATION DESCRIPTION
 DH6331
 DH6331'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6331'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 14.6 KM (9.0
 DH6331'MI SOUTHERLY  ALONG U.S. HIGHWAY 101 FROM WILLITTS AND 10.7 KM (6.6
 DH6331'MI) NORTHERLY OF CALPELLA.
 DH6331' 
 DH6331'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 20 AND 101 IN
 DH6331'WILLITTS PROCEED  14.55 KM (8.98 MI) SOUTHERLY ALONG HIGHWAY 101 TO
 DH6331'POST MILE 37.43 TO A TURN-OUT AND THE  STATION ON THE RIGHT SIDE OF
 DH6331'HIGHWAY 101.
 DH6331' 
 DH6331'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6331'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 METERS WESTERLY OF A
 DH6331'STEEL FENCE POST AND CARSONITE  MARKER, 17.7 METERS WESTERLY OF THE OF
 DH6331'THE CENTERLINE BARRIER OF HIGHWAY 101, 106.7  METERS NORTHERLY OF  A
 DH6331'POST MILE MARKER 37.50 ON HIGHWAY 101, 39.9 METERS  SOUTHEASTERLY OF A
 DH6331'CALL BOX, AND 8.5 METERS WEST OF THE EDGE OF PAVEMENT OF HIGHWAY  101.
 DH6331'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6331'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6331'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6331'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6331'EUREKA.
 DH6331' 
 DH6331'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6331'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6300 ***********************************************************************
 DH6300  DESIGNATION -  101 MEN 4.37
 DH6300  PID         -  DH6300
 DH6300  STATE/COUNTY-  CA/MENDOCINO
 DH6300  USGS QUAD   -  HOPLAND (1975)
 DH6300
 DH6300                         *CURRENT SURVEY CONTROL
 DH6300  ___________________________________________________________________
 DH6300* NAD 83(2007)-  38 54 24.26683(N)    123 03 25.97519(W)     ADJUSTED  
 DH6300* NAVD 88     -       142.1    (meters)     466.     (feet)  GPS OBS   
 DH6300  ___________________________________________________________________
 DH6300  EPOCH DATE  -        2007.00
 DH6300  X           -  -2,710,975.125 (meters)                     COMP
 DH6300  Y           -  -4,165,423.258 (meters)                     COMP
 DH6300  Z           -   3,984,336.059 (meters)                     COMP
 DH6300  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 DH6300  ELLIP HEIGHT-         111.824 (meters)          (02/10/07) ADJUSTED
 DH6300  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DH6300
 DH6300  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6300  Type    PID    Designation                      North   East  Ellip
 DH6300  -------------------------------------------------------------------
 DH6300  NETWORK DH6300 101 MEN 4.37                      1.71   1.41   3.39
 DH6300  -------------------------------------------------------------------
 DH6300
 DH6300.The horizontal coordinates were established by GPS observations
 DH6300.and adjusted by the National Geodetic Survey in February 2007.
 DH6300
 DH6300.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6300.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6300.The horizontal coordinates are valid at the epoch date displayed above.
 DH6300.The epoch date for horizontal control is a decimal equivalence
 DH6300.of Year/Month/Day.
 DH6300
 DH6300.The orthometric height was determined by GPS observations and a
 DH6300.high-resolution geoid model.
 DH6300
 DH6300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6300
 DH6300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6300
 DH6300.The ellipsoidal height was determined by GPS observations
 DH6300.and is referenced to NAD 83.
 DH6300
 DH6300.The geoid height was determined by GEOID03.
 DH6300
 DH6300;                    North         East     Units Scale Factor Converg.
 DH6300;SPC CA 2     -   638,188.110 1,908,306.589   MT  0.99991947   -0 39 59.5
 DH6300;SPC CA 2     - 2,093,788.82  6,260,835.87   sFT  0.99991947   -0 39 59.5
 DH6300;UTM  10      - 4,306,429.147   495,039.127   MT  0.99960030   -0 02 09.4
 DH6300
 DH6300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6300!SPC CA 2     -   0.99998246  x   0.99991947  =   0.99990193
 DH6300!UTM  10      -   0.99998246  x   0.99960030  =   0.99958276
 DH6300
 DH6300                          SUPERSEDED SURVEY CONTROL
 DH6300
 DH6300  NAD 83(1998)-  38 54 24.26441(N)    123 03 25.97337(W) AD(2004.69) B
 DH6300  ELLIP H (09/28/05)  111.829  (m)                       GP(       ) 4 1
 DH6300
 DH6300.Superseded values are not recommended for survey control.
 DH6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6300.See file dsdata.txt to determine how the superseded data were derived.
 DH6300
 DH6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9503906429(NAD 83)
 DH6300_MARKER: DD = SURVEY DISK
 DH6300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6300+WITH SETTING: INFORMATION.
 DH6300_STAMPING: 101 MEN 4.37
 DH6300_MARK LOGO: CSRC  
 DH6300_PROJECTION: FLUSH
 DH6300_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6300+STABILITY: SURFACE MOTION
 DH6300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6300+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6300_ROD/PIPE-DEPTH: 1.3  meters
 DH6300
 DH6300  HISTORY     - Date     Condition        Report By
 DH6300  HISTORY     - 20040828 MONUMENTED       CADT
 DH6300
 DH6300                          STATION DESCRIPTION
 DH6300
 DH6300'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6300'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 11.8 KM (7.3
 DH6300'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM CLOVERDALE AND 10.5 KM (6.5
 DH6300'MI) SOUTHERLY OF HOPLAND.
 DH6300' 
 DH6300'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 101, IN
 DH6300'HOPLAND,  PROCEED 10.5 KM (6.5 MI) SOUTHERLY  ALONG HIGHWAY 101 TO
 DH6300'POST MILE 4.37 AND THE STATION ON   RIGHT IN A LARGE TURN-OUT.
 DH6300' 
 DH6300'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6300'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST A STEEL FENCE POST
 DH6300'AND CARSONITE MARKER BEARS, 27.8  M WEST OF THE CENTERLINE OF HIGHWAY
 DH6300'101, 33.3 M SOUTHERLY OF  A CULVERT WITH POST MILE  MARKER 4.35 ON
 DH6300'HIGHWAY 101,  16.0 M WEST OF THE WESTERLY EDGE OF PAVEMENT.
 DH6300' 
 DH6300'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6300'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6300'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6300'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6300'EUREKA.
 DH6300' 
 DH6300'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6300'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6325 ***********************************************************************
 DH6325  DESIGNATION -  101 MEN 55.04
 DH6325  PID         -  DH6325
 DH6325  STATE/COUNTY-  CA/MENDOCINO
 DH6325  USGS QUAD   -  LONGVALE (1994)
 DH6325
 DH6325                         *CURRENT SURVEY CONTROL
 DH6325  ___________________________________________________________________
 DH6325* NAD 83(2007)-  39 30 44.02330(N)    123 23 12.81389(W)     ADJUSTED  
 DH6325* NAVD 88     -       374.7    (meters)    1229.     (feet)  GPS OBS   
 DH6325  ___________________________________________________________________
 DH6325  EPOCH DATE  -        2007.00
 DH6325  X           -  -2,711,612.358 (meters)                     COMP
 DH6325  Y           -  -4,114,423.777 (meters)                     COMP
 DH6325  Z           -   4,036,570.609 (meters)                     COMP
 DH6325  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DH6325  ELLIP HEIGHT-         345.076 (meters)          (02/10/07) ADJUSTED
 DH6325  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DH6325
 DH6325  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6325  Type    PID    Designation                      North   East  Ellip
 DH6325  -------------------------------------------------------------------
 DH6325  NETWORK DH6325 101 MEN 55.04                     1.29   1.18   3.86
 DH6325  -------------------------------------------------------------------
 DH6325
 DH6325.The horizontal coordinates were established by GPS observations
 DH6325.and adjusted by the National Geodetic Survey in February 2007.
 DH6325
 DH6325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6325.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6325.The horizontal coordinates are valid at the epoch date displayed above.
 DH6325.The epoch date for horizontal control is a decimal equivalence
 DH6325.of Year/Month/Day.
 DH6325
 DH6325.The orthometric height was determined by GPS observations and a
 DH6325.high-resolution geoid model.
 DH6325
 DH6325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6325
 DH6325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6325
 DH6325.The ellipsoidal height was determined by GPS observations
 DH6325.and is referenced to NAD 83.
 DH6325
 DH6325.The geoid height was determined by GEOID03.
 DH6325
 DH6325;                    North         East     Units Scale Factor Converg.
 DH6325;SPC CA 2     -   705,780.468 1,880,741.012   MT  0.99994246   -0 52 27.8
 DH6325;SPC CA 2     - 2,315,548.09  6,170,397.80   sFT  0.99994246   -0 52 27.8
 DH6325;UTM  10      - 4,373,693.103   466,741.124   MT  0.99961362   -0 14 46.2
 DH6325
 DH6325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6325!SPC CA 2     -   0.99994586  x   0.99994246  =   0.99988833
 DH6325!UTM  10      -   0.99994586  x   0.99961362  =   0.99955951
 DH6325
 DH6325                          SUPERSEDED SURVEY CONTROL
 DH6325
 DH6325  NAD 83(1998)-  39 30 44.02140(N)    123 23 12.81332(W) AD(2004.69) B
 DH6325  ELLIP H (09/28/05)  345.122  (m)                       GP(       ) 4 1
 DH6325
 DH6325.Superseded values are not recommended for survey control.
 DH6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6325.See file dsdata.txt to determine how the superseded data were derived.
 DH6325
 DH6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6674173693(NAD 83)
 DH6325_MARKER: DD = SURVEY DISK
 DH6325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6325+WITH SETTING: INFORMATION.
 DH6325_STAMPING: 101 MEN 55.04
 DH6325_MARK LOGO: CSRC  
 DH6325_PROJECTION: FLUSH
 DH6325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6325+STABILITY: SURFACE MOTION
 DH6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6325+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6325_ROD/PIPE-DEPTH: 2.3  meters
 DH6325
 DH6325  HISTORY     - Date     Condition        Report By
 DH6325  HISTORY     - 20040828 MONUMENTED       CADT
 DH6325
 DH6325                          STATION DESCRIPTION
 DH6325
 DH6325'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6325'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 13.9 KM (8.6
 DH6325'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM  WILLITTS AND 7.0 KM (4.3
 DH6325'MI) SOUTHERLY OF HIGHWAY 162 (COVELO  ROAD).
 DH6325' 
 DH6325'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 20  AND 101 IN
 DH6325'WILLITTS, PROCEED  13.99 KM (8.64 MI) NORTHERLY ALONG HIGHWAY 101 TO
 DH6325'POST MILE 55.04  AND THE STATION ON THE  RIGHT.
 DH6325' 
 DH6325'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6325'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST OF  A STEEL FENCE
 DH6325'POST AND CARSONITE MARKER, 17.9 M  EAST OF THE CENTERLINE OF HIGHWAY
 DH6325'101, 67.1 M SOUTHERLY OF A POST MILE MARKER 55.00 ON  HIGHWAY 101, AND
 DH6325'12.8 M EAST OF THE  EDGE OF PAVEMENT OF HIGHWAY 101.
 DH6325' 
 DH6325'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6325'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6325'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6325'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6325'EUREKA.
 DH6325' 
 DH6325'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6325'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6322 ***********************************************************************
 DH6322  DESIGNATION -  101 MEN 64.13
 DH6322  PID         -  DH6322
 DH6322  STATE/COUNTY-  CA/MENDOCINO
 DH6322  USGS QUAD   -  LONGVALE (1994)
 DH6322
 DH6322                         *CURRENT SURVEY CONTROL
 DH6322  ___________________________________________________________________
 DH6322* NAD 83(2007)-  39 37 01.77863(N)    123 27 44.83398(W)     ADJUSTED  
 DH6322* NAVD 88     -       481.1    (meters)    1578.     (feet)  GPS OBS   
 DH6322  ___________________________________________________________________
 DH6322  EPOCH DATE  -        2007.00
 DH6322  X           -  -2,712,989.390 (meters)                     COMP
 DH6322  Y           -  -4,104,721.584 (meters)                     COMP
 DH6322  Z           -   4,045,620.160 (meters)                     COMP
 DH6322  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 DH6322  ELLIP HEIGHT-         451.478 (meters)          (02/10/07) ADJUSTED
 DH6322  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DH6322
 DH6322  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6322  Type    PID    Designation                      North   East  Ellip
 DH6322  -------------------------------------------------------------------
 DH6322  NETWORK DH6322 101 MEN 64.13                     1.53   1.41   4.33
 DH6322  -------------------------------------------------------------------
 DH6322
 DH6322.The horizontal coordinates were established by GPS observations
 DH6322.and adjusted by the National Geodetic Survey in February 2007.
 DH6322
 DH6322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6322.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6322.The horizontal coordinates are valid at the epoch date displayed above.
 DH6322.The epoch date for horizontal control is a decimal equivalence
 DH6322.of Year/Month/Day.
 DH6322
 DH6322.The orthometric height was determined by GPS observations and a
 DH6322.high-resolution geoid model.
 DH6322
 DH6322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6322
 DH6322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6322
 DH6322.The ellipsoidal height was determined by GPS observations
 DH6322.and is referenced to NAD 83.
 DH6322
 DH6322.The geoid height was determined by GEOID03.
 DH6322
 DH6322;                    North         East     Units Scale Factor Converg.
 DH6322;SPC CA 2     -   717,530.449 1,874,431.516   MT  0.99995779   -0 55 19.3
 DH6322;SPC CA 2     - 2,354,097.81  6,149,697.40   sFT  0.99995779   -0 55 19.3
 DH6322;UTM  10      - 4,385,369.361   460,305.428   MT  0.99961940   -0 17 41.6
 DH6322
 DH6322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6322!SPC CA 2     -   0.99992917  x   0.99995779  =   0.99988697
 DH6322!UTM  10      -   0.99992917  x   0.99961940  =   0.99954860
 DH6322
 DH6322                          SUPERSEDED SURVEY CONTROL
 DH6322
 DH6322  NAD 83(1998)-  39 37 01.77659(N)    123 27 44.83378(W) AD(2004.69) B
 DH6322  ELLIP H (09/28/05)  451.530  (m)                       GP(       ) 4 1
 DH6322
 DH6322.Superseded values are not recommended for survey control.
 DH6322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6322.See file dsdata.txt to determine how the superseded data were derived.
 DH6322
 DH6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6030585369(NAD 83)
 DH6322_MARKER: DD = SURVEY DISK
 DH6322_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6322+WITH SETTING: INFORMATION.
 DH6322_STAMPING: 101 MEN 64.13
 DH6322_MARK LOGO: CSRC  
 DH6322_PROJECTION: FLUSH
 DH6322_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6322+STABILITY: SURFACE MOTION
 DH6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6322+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6322_ROD/PIPE-DEPTH: 1.3  meters
 DH6322
 DH6322  HISTORY     - Date     Condition        Report By
 DH6322  HISTORY     - 20040828 MONUMENTED       CADT
 DH6322
 DH6322                          STATION DESCRIPTION
 DH6322
 DH6322'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6322'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 8.7 KM (5.4
 DH6322'MI) SOUTHERLY OF  LAYTONVILLE ALONG U.S. HIGHWAY 101, AND 7.8 KM (4.8
 DH6322'MI) NORTHERLY OF HIGHWAY 162.
 DH6322' 
 DH6322'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 162 AND 101
 DH6322'PROCEED NORTHERLY  7.82 KM (4.83 MI) ALONG HIGHWAY 101 TO POST MILE
 DH6322'64.13 TO A TURN-OUT AND THE STATION ON THE  LEFT IN A ROCK
 DH6322'OUTCROPPING.
 DH6322' 
 DH6322'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6322'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6322'POST AND CARSONITE MARKER BEARS,  13.4 M WEST OF THE CENTERLINE OF THE
 DH6322'HIGHWAY, 122.0 M SOUTH OF A CULVERT AT POST  MILE MARKER 64.05 ON
 DH6322'HIGHWAY 101,  5.5 M WEST OF THE EDGE OF PAVEMENT OF HIGHWAY 101, AND
 DH6322'APPROXIMATELY 3.9 M HIGHER THAN THE CENTERLINE OF THE HIGHWAY
 DH6322' 
 DH6322'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6322'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6322'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6322'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6322'EUREKA.
 DH6322' 
 DH6322'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6322'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6323 ***********************************************************************
 DH6323  DESIGNATION -  101 MEN 72.85
 DH6323  PID         -  DH6323
 DH6323  STATE/COUNTY-  CA/MENDOCINO
 DH6323  USGS QUAD   -  CAHTO PEAK (1967)
 DH6323
 DH6323                         *CURRENT SURVEY CONTROL
 DH6323  ___________________________________________________________________
 DH6323* NAD 83(2007)-  39 43 49.37085(N)    123 30 32.71116(W)     ADJUSTED  
 DH6323* NAVD 88     -       466.7    (meters)    1531.     (feet)  GPS OBS   
 DH6323  ___________________________________________________________________
 DH6323  EPOCH DATE  -        2007.00
 DH6323  X           -  -2,711,892.357 (meters)                     COMP
 DH6323  Y           -  -4,095,810.981 (meters)                     COMP
 DH6323  Z           -   4,055,287.177 (meters)                     COMP
 DH6323  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 DH6323  ELLIP HEIGHT-         437.104 (meters)          (02/10/07) ADJUSTED
 DH6323  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DH6323
 DH6323  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6323  Type    PID    Designation                      North   East  Ellip
 DH6323  -------------------------------------------------------------------
 DH6323  NETWORK DH6323 101 MEN 72.85                     1.90   1.71   5.23
 DH6323  -------------------------------------------------------------------
 DH6323
 DH6323.The horizontal coordinates were established by GPS observations
 DH6323.and adjusted by the National Geodetic Survey in February 2007.
 DH6323
 DH6323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6323.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6323.The horizontal coordinates are valid at the epoch date displayed above.
 DH6323.The epoch date for horizontal control is a decimal equivalence
 DH6323.of Year/Month/Day.
 DH6323
 DH6323.The orthometric height was determined by GPS observations and a
 DH6323.high-resolution geoid model.
 DH6323
 DH6323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6323
 DH6323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6323
 DH6323.The ellipsoidal height was determined by GPS observations
 DH6323.and is referenced to NAD 83.
 DH6323
 DH6323.The geoid height was determined by GEOID03.
 DH6323
 DH6323;                    North         East     Units Scale Factor Converg.
 DH6323;SPC CA 2     -   730,164.408 1,870,636.664   MT  0.99997811   -0 57 05.2
 DH6323;SPC CA 2     - 2,395,547.73  6,137,247.12   sFT  0.99997811   -0 57 05.2
 DH6323;UTM  10      - 4,397,956.704   456,374.001   MT  0.99962343   -0 19 31.4
 DH6323
 DH6323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6323!SPC CA 2     -   0.99993143  x   0.99997811  =   0.99990954
 DH6323!UTM  10      -   0.99993143  x   0.99962343  =   0.99955489
 DH6323
 DH6323                          SUPERSEDED SURVEY CONTROL
 DH6323
 DH6323  NAD 83(1998)-  39 43 49.36859(N)    123 30 32.71126(W) AD(2004.69) B
 DH6323  ELLIP H (09/28/05)  437.160  (m)                       GP(       ) 4 1
 DH6323
 DH6323.Superseded values are not recommended for survey control.
 DH6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6323.See file dsdata.txt to determine how the superseded data were derived.
 DH6323
 DH6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5637497957(NAD 83)
 DH6323_MARKER: DD = SURVEY DISK
 DH6323_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6323+WITH SETTING: INFORMATION.
 DH6323_STAMPING: 101 MEN 72.85
 DH6323_MARK LOGO: CSRC  
 DH6323_PROJECTION: FLUSH
 DH6323_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6323+STABILITY: SURFACE MOTION
 DH6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6323+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6323_ROD/PIPE-DEPTH: 2.1  meters
 DH6323
 DH6323  HISTORY     - Date     Condition        Report By
 DH6323  HISTORY     - 20040828 MONUMENTED       CADT
 DH6323
 DH6323                          STATION DESCRIPTION
 DH6323
 DH6323'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6323'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY5.3 KM (3.3
 DH6323'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM LAYTONVILLE AND 29.8 KM
 DH6323'(18.4 MI) SOUTHERLY OF LEGGETT.
 DH6323' 
 DH6323'TO REACH THE STATION FROM THE INTERSECTION OF BRANSCOMB ROAD IN
 DH6323'LAYTONVILLE  AND  HIGHWAY 101 PROCEED 5.43 KM (3.35 MI) NORTHERLY
 DH6323'ALONG HIGHWAY 101 TO VALLEY DRIVE.   PROCEED WESTERLY ON VALLEY DRIVE
 DH6323'43 M TO THE STATION ON THE LEFT.
 DH6323' 
 DH6323'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6323'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9  WEST OF A STEEL FENCE
 DH6323'POST AND CARSONITE MARKER, 12.1 M  SOUTH OF THE CENTERLINE OF VALLEY
 DH6323'DRIVE, 43.0 M WESTERLY OF THE CENTERLINE OF HIGHWAY  101, 193.0 M
 DH6323'SOUTH OF  A CULVERT ON HIGHWAY 101 AT POST MILE MARKER 72.73, 32.0 M
 DH6323'WEST OF  THE EDGE OF PAVEMENT OF HIGHWAY101.
 DH6323' 
 DH6323'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6323'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6323'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6323'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6323'EUREKA.
 DH6323' 
 DH6323'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6323'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6320 ***********************************************************************
 DH6320  DESIGNATION -  101 MEN 81.51
 DH6320  PID         -  DH6320
 DH6320  STATE/COUNTY-  CA/MENDOCINO
 DH6320  USGS QUAD   -  TAN OAK PARK (1994)
 DH6320
 DH6320                         *CURRENT SURVEY CONTROL
 DH6320  ___________________________________________________________________
 DH6320* NAD 83(2007)-  39 49 42.33694(N)    123 34 41.92337(W)     ADJUSTED  
 DH6320* NAVD 88     -       429.5    (meters)    1409.     (feet)  GPS OBS   
 DH6320  ___________________________________________________________________
 DH6320  EPOCH DATE  -        2007.00
 DH6320  X           -  -2,712,970.581 (meters)                     COMP
 DH6320  Y           -  -4,086,704.227 (meters)                     COMP
 DH6320  Z           -   4,063,630.022 (meters)                     COMP
 DH6320  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 DH6320  ELLIP HEIGHT-         399.874 (meters)          (02/10/07) ADJUSTED
 DH6320  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DH6320
 DH6320  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6320  Type    PID    Designation                      North   East  Ellip
 DH6320  -------------------------------------------------------------------
 DH6320  NETWORK DH6320 101 MEN 81.51                     2.08   1.74   5.00
 DH6320  -------------------------------------------------------------------
 DH6320
 DH6320.The horizontal coordinates were established by GPS observations
 DH6320.and adjusted by the National Geodetic Survey in February 2007.
 DH6320
 DH6320.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6320.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6320.The horizontal coordinates are valid at the epoch date displayed above.
 DH6320.The epoch date for horizontal control is a decimal equivalence
 DH6320.of Year/Month/Day.
 DH6320
 DH6320.The orthometric height was determined by GPS observations and a
 DH6320.high-resolution geoid model.
 DH6320
 DH6320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6320
 DH6320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6320
 DH6320.The ellipsoidal height was determined by GPS observations
 DH6320.and is referenced to NAD 83.
 DH6320
 DH6320.The geoid height was determined by GEOID03.
 DH6320
 DH6320;                    North         East     Units Scale Factor Converg.
 DH6320;SPC CA 2     -   741,149.541 1,864,892.075   MT  0.99999888   -0 59 42.3
 DH6320;SPC CA 2     - 2,431,588.12  6,118,400.08   sFT  0.99999888   -0 59 42.3
 DH6320;UTM  10      - 4,408,874.536   450,511.978   MT  0.99963015   -0 22 13.5
 DH6320
 DH6320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6320!SPC CA 2     -   0.99993727  x   0.99999888  =   0.99993615
 DH6320!UTM  10      -   0.99993727  x   0.99963015  =   0.99956744
 DH6320
 DH6320                          SUPERSEDED SURVEY CONTROL
 DH6320
 DH6320  NAD 83(1998)-  39 49 42.33491(N)    123 34 41.92384(W) AD(2004.69) B
 DH6320  ELLIP H (09/28/05)  399.936  (m)                       GP(       ) 4 1
 DH6320
 DH6320.Superseded values are not recommended for survey control.
 DH6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6320.See file dsdata.txt to determine how the superseded data were derived.
 DH6320
 DH6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK5051208875(NAD 83)
 DH6320_MARKER: DD = SURVEY DISK
 DH6320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6320+WITH SETTING: INFORMATION.
 DH6320_STAMPING: 101 MEN 81.51
 DH6320_MARK LOGO: CSRC  
 DH6320_PROJECTION: FLUSH
 DH6320_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6320+STABILITY: SURFACE MOTION
 DH6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6320+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6320_ROD/PIPE-DEPTH: 2.0  meters
 DH6320
 DH6320  HISTORY     - Date     Condition        Report By
 DH6320  HISTORY     - 20040828 MONUMENTED       CADT
 DH6320
 DH6320                          STATION DESCRIPTION
 DH6320
 DH6320'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6320'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 19.4 KM
 DH6320'(12.0 MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM LAYTONVILLE AND 15.7
 DH6320'KM (9.7 MI) SOUTHERLY OF LEGGETT.
 DH6320' 
 DH6320'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 101 , IN
 DH6320'LEGGETT, PROCEED  15.76 KM (9.73 MI) SOUTHERLY ALONG HIGHWAY 101 TO
 DH6320'POST MILE 81.51 AND THE STATION IN A LARGE  TURN-OUT AT THE SOUTHERLY
 DH6320'END ON THE LEFT OF HIGHWAY 101.
 DH6320' 
 DH6320'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6320'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST OF  A STEEL FENCE
 DH6320'POST AND CARSONITE MARKER, 26.8 M  EAST OF THE CENTERLINE OF HIGHWAY
 DH6320'101, 15.2 M SOUTHOF A POST MILE MARKER 81.50 ON  HIGHWAY 101, AND 18.0
 DH6320'M EAST OF THE EDGE OF PAVEMENT OF HIGHWAY 101.
 DH6320' 
 DH6320'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6320'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6320'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6320'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6320'EUREKA.
 DH6320' 
 DH6320'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6320'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6319 ***********************************************************************
 DH6319  DESIGNATION -  101 MEN 84.77
 DH6319  PID         -  DH6319
 DH6319  STATE/COUNTY-  CA/MENDOCINO
 DH6319  USGS QUAD   -  LEGGETT (1994)
 DH6319
 DH6319                         *CURRENT SURVEY CONTROL
 DH6319  ___________________________________________________________________
 DH6319* NAD 83(2007)-  39 50 05.96580(N)    123 38 00.00300(W)     ADJUSTED  
 DH6319* NAVD 88     -       439.5    (meters)    1442.     (feet)  GPS OBS   
 DH6319  ___________________________________________________________________
 DH6319  EPOCH DATE  -        2007.00
 DH6319  X           -  -2,716,639.483 (meters)                     COMP
 DH6319  Y           -  -4,083,714.642 (meters)                     COMP
 DH6319  Z           -   4,064,195.999 (meters)                     COMP
 DH6319  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 DH6319  ELLIP HEIGHT-         409.715 (meters)          (02/10/07) ADJUSTED
 DH6319  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DH6319
 DH6319  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6319  Type    PID    Designation                      North   East  Ellip
 DH6319  -------------------------------------------------------------------
 DH6319  NETWORK DH6319 101 MEN 84.77                     2.10   1.69   4.70
 DH6319  -------------------------------------------------------------------
 DH6319
 DH6319.The horizontal coordinates were established by GPS observations
 DH6319.and adjusted by the National Geodetic Survey in February 2007.
 DH6319
 DH6319.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6319.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6319.The horizontal coordinates are valid at the epoch date displayed above.
 DH6319.The epoch date for horizontal control is a decimal equivalence
 DH6319.of Year/Month/Day.
 DH6319
 DH6319.The orthometric height was determined by GPS observations and a
 DH6319.high-resolution geoid model.
 DH6319
 DH6319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6319
 DH6319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6319
 DH6319.The ellipsoidal height was determined by GPS observations
 DH6319.and is referenced to NAD 83.
 DH6319
 DH6319.The geoid height was determined by GEOID03.
 DH6319
 DH6319;                    North         East     Units Scale Factor Converg.
 DH6319;SPC CA 2     -   741,961.413 1,860,195.623   MT  1.00000038   -1 01 47.2
 DH6319;SPC CA 2     - 2,434,251.74  6,102,991.81   sFT  1.00000038   -1 01 47.2
 DH6319;UTM  10      - 4,409,634.903   445,808.683   MT  0.99963615   -0 24 20.6
 DH6319
 DH6319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6319!SPC CA 2     -   0.99993573  x   1.00000038  =   0.99993611
 DH6319!UTM  10      -   0.99993573  x   0.99963615  =   0.99957190
 DH6319
 DH6319                          SUPERSEDED SURVEY CONTROL
 DH6319
 DH6319  NAD 83(1998)-  39 50 05.96379(N)    123 38 00.00338(W) AD(2004.69) B
 DH6319  ELLIP H (09/28/05)  409.775  (m)                       GP(       ) 4 1
 DH6319
 DH6319.Superseded values are not recommended for survey control.
 DH6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6319.See file dsdata.txt to determine how the superseded data were derived.
 DH6319
 DH6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK4580909635(NAD 83)
 DH6319_MARKER: DD = SURVEY DISK
 DH6319_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6319+WITH SETTING: INFORMATION.
 DH6319_STAMPING: 101 MEN 84.77
 DH6319_MARK LOGO: CSRC  
 DH6319_PROJECTION: FLUSH
 DH6319_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6319+STABILITY: SURFACE MOTION
 DH6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6319+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6319_ROD/PIPE-DEPTH: 1.3  meters
 DH6319
 DH6319  HISTORY     - Date     Condition        Report By
 DH6319  HISTORY     - 20040828 MONUMENTED       CADT
 DH6319
 DH6319                          STATION DESCRIPTION
 DH6319
 DH6319'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6319'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 10.4 KM
 DH6319'(6.4 MI) SOUTHERLY  ALONG U.S. HIGHWAY 101 FROM LEGGETT AND 24.8 KM
 DH6319'(15.3 MI) NORTHERLY OF LAYTONVILLE.
 DH6319' 
 DH6319'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY  1 AND 101, IN
 DH6319'LEGGETT, PROCEED  10.48 KM (6.47 MI) ALONG HIGHWAY 101 TO HIGHWAY 271
 DH6319'OFF-RAMP.  CONTINUE ON THE OFF-RAMP 0.1  MILES TO HIGHWAY 271.
 DH6319'CONTINUE 0.16 KM (0.1 MI)  EASTERLY UNDER THE FREEWAY TO A PAVED
 DH6319'FRONTAGE ROAD HEADING NORTHERLY.  CONTINUE 0.16 KM (0.1 MI) NORTHERLY
 DH6319'ALONG THE  FRONTAGE ROAD TO THE STATION ON THE LEFT.
 DH6319' 
 DH6319'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6319'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M WEST OF A STEEL FENCE
 DH6319'POST AND CARSONITE MARKER, 16.7 M  NORTH OF A CULVERT WITH POST MILE
 DH6319'MARKER 84.78 ON HIGHWAY 101,  1.6 M FROM THE WESTERLY  EDGE OF
 DH6319'PAVEMENT OF THE FRONTAGE ROAD,  AND 100.0 M EASTERLY OF THE CENTERLINE
 DH6319'OF  HIGHWAY 101.
 DH6319' 
 DH6319'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6319'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6319'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6319'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6319'EUREKA.
 DH6319' 
 DH6319'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6319'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6321 ***********************************************************************
 DH6321  DESIGNATION -  101 MEN 97.84
 DH6321  PID         -  DH6321
 DH6321  STATE/COUNTY-  CA/MENDOCINO
 DH6321  USGS QUAD   -  PIERCY (1994)
 DH6321
 DH6321                         *CURRENT SURVEY CONTROL
 DH6321  ___________________________________________________________________
 DH6321* NAD 83(2007)-  39 54 25.50046(N)    123 45 32.94460(W)     ADJUSTED  
 DH6321* NAVD 88     -       245.0    (meters)     804.     (feet)  GPS OBS   
 DH6321  ___________________________________________________________________
 DH6321  EPOCH DATE  -        2007.00
 DH6321  X           -  -2,722,665.601 (meters)                     COMP
 DH6321  Y           -  -4,073,348.480 (meters)                     COMP
 DH6321  Z           -   4,070,214.813 (meters)                     COMP
 DH6321  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 DH6321  ELLIP HEIGHT-         214.788 (meters)          (02/10/07) ADJUSTED
 DH6321  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DH6321
 DH6321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6321  Type    PID    Designation                      North   East  Ellip
 DH6321  -------------------------------------------------------------------
 DH6321  NETWORK DH6321 101 MEN 97.84                     1.67   1.37   4.23
 DH6321  -------------------------------------------------------------------
 DH6321
 DH6321.The horizontal coordinates were established by GPS observations
 DH6321.and adjusted by the National Geodetic Survey in February 2007.
 DH6321
 DH6321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6321.The horizontal coordinates are valid at the epoch date displayed above.
 DH6321.The epoch date for horizontal control is a decimal equivalence
 DH6321.of Year/Month/Day.
 DH6321
 DH6321.The orthometric height was determined by GPS observations and a
 DH6321.high-resolution geoid model.
 DH6321
 DH6321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6321
 DH6321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6321
 DH6321.The ellipsoidal height was determined by GPS observations
 DH6321.and is referenced to NAD 83.
 DH6321
 DH6321.The geoid height was determined by GEOID03.
 DH6321
 DH6321;                    North         East     Units Scale Factor Converg.
 DH6321;SPC CA 2     -   750,165.628 1,849,582.611   MT  1.00001768   -1 06 32.7
 DH6321;SPC CA 2     - 2,461,168.40  6,068,172.28   sFT  1.00001768   -1 06 32.7
 DH6321;UTM  10      - 4,417,720.270   435,110.989   MT  0.99965183   -0 29 13.4
 DH6321
 DH6321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6321!SPC CA 2     -   0.99996631  x   1.00001768  =   0.99998398
 DH6321!UTM  10      -   0.99996631  x   0.99965183  =   0.99961815
 DH6321
 DH6321                          SUPERSEDED SURVEY CONTROL
 DH6321
 DH6321  NAD 83(1998)-  39 54 25.49899(N)    123 45 32.94471(W) AD(2004.69) B
 DH6321  ELLIP H (09/28/05)  214.829  (m)                       GP(       ) 4 1
 DH6321
 DH6321.Superseded values are not recommended for survey control.
 DH6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6321.See file dsdata.txt to determine how the superseded data were derived.
 DH6321
 DH6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3511117720(NAD 83)
 DH6321_MARKER: DD = SURVEY DISK
 DH6321_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6321+WITH SETTING: INFORMATION.
 DH6321_STAMPING: 101 MEN 97.84
 DH6321_MARK LOGO: CSRC  
 DH6321_PROJECTION: FLUSH
 DH6321_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6321+STABILITY: SURFACE MOTION
 DH6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6321+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6321_ROD/PIPE-DEPTH: 1.5  meters
 DH6321
 DH6321  HISTORY     - Date     Condition        Report By
 DH6321  HISTORY     - 20040828 MONUMENTED       CADT
 DH6321
 DH6321                          STATION DESCRIPTION
 DH6321
 DH6321'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6321'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 10.7 KM (6.6
 DH6321'MI) NORTHERLY  ALONG U.S. HIGHWAY 101 FROM LEGGETT AND 5.3 KM (3.3 MI)
 DH6321'SOUTHERLY OF PIERCY.
 DH6321' 
 DH6321'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 1 AND 101, IN
 DH6321'LEGGETT, PROCEED  10.69 KM (6.60 MI) NORTHERLY ALONG HIGHWAY 101 TO
 DH6321'POST MILE 97.84 TO THE STATION ON THE  LEFT IN A TURN-OUT.
 DH6321' 
 DH6321'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6321'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF  A STEEL FENCE
 DH6321'POST AND CARSONITE MARKER ,13.3  METERS WEST OF THE CENTERLINE OF
 DH6321'HIGHWAY 101, 16.7 M SOUTHOF A GATE POST AT THE  NORTHEASTERLY EDGE OF
 DH6321'A CALTRANS STORAGE AREA,  85.4 M NORTH OFA CULVERT ON HIGHWAY  101
 DH6321'WITH POST MILE MARKER 97.9, AND 8.5 M WEST OF THE  EDGE OF PAVEMENT OF
 DH6321'HIGHWAY 101.
 DH6321' 
 DH6321'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6321'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6321'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6321'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6321'EUREKA.
 DH6321' 
 DH6321'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6321'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1469 ***********************************************************************
 HS1469  DESIGNATION -  101 USGS
 HS1469  PID         -  HS1469
 HS1469  STATE/COUNTY-  CA/MERCED
 HS1469  USGS QUAD   -  VOLTA (1971)
 HS1469
 HS1469                         *CURRENT SURVEY CONTROL
 HS1469  ___________________________________________________________________
 HS1469* NAD 83(1992)-  37 06 00.97922(N)    120 55 50.43424(W)     ADJUSTED  
 HS1469* NAVD 88     -        31.50   (+/-2cm)     103.3    (feet)  VERTCON   
 HS1469  ___________________________________________________________________
 HS1469  EPOCH DATE  -        1991.35
 HS1469  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 HS1469  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HS1469  HORZ ORDER  -  SECOND
 HS1469  VERT ORDER  -  THIRD (See Below)
 HS1469
 HS1469.The horizontal coordinates were established by classical geodetic methods
 HS1469.and adjusted by the National Geodetic Survey in March 1994.
 HS1469.The horizontal coordinates are valid at the epoch date displayed above.
 HS1469.The epoch date for horizontal control is a decimal equivalence
 HS1469.of Year/Month/Day.
 HS1469
 HS1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1469.The vertical order pertains to the NGVD 29 superseded value.
 HS1469
 HS1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS1469
 HS1469.The geoid height was determined by GEOID03.
 HS1469
 HS1469;                    North         East     Units Scale Factor Converg.
 HS1469;SPC CA 3     -   566,707.299 1,961,715.586   MT  0.99999323   -0 15 49.2
 HS1469;SPC CA 3     - 1,859,272.20  6,436,061.89   sFT  0.99999323   -0 15 49.2
 HS1469;UTM  10      - 4,107,999.560   683,889.226   MT  1.00001658   +1 14 54.9
 HS1469
 HS1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS1469!SPC CA 3     -   1.00000025  x   0.99999323  =   0.99999348
 HS1469!UTM  10      -   1.00000025  x   1.00001658  =   1.00001683
 HS1469
 HS1469                          SUPERSEDED SURVEY CONTROL
 HS1469
 HS1469  NAD 83(1986)-  37 06 00.97262(N)    120 55 50.43715(W) AD(1984.00) 2
 HS1469  NAD 27      -  37 06 01.17500(N)    120 55 46.72600(W) AD(       ) 2
 HS1469  NGVD 29 (??/??/??)   30.68   (m)          100.7    (f) RESET       3  
 HS1469
 HS1469.Superseded values are not recommended for survey control.
 HS1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1469.See file dsdata.txt to determine how the superseded data were derived.
 HS1469
 HS1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG8388908000(NAD 83)
 HS1469_MARKER: P = PIPE CAP
 HS1469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1469_STAMPING: 101 G CAL 1909
 HS1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1469
 HS1469  HISTORY     - Date     Condition        Report By
 HS1469  HISTORY     - 1943     MONUMENTED       CGS
 HS1469  HISTORY     - 1958     POOR             NGS
 HS1469  HISTORY     - 1966     GOOD             NGS
 HS1469
 HS1469                          STATION DESCRIPTION
 HS1469
 HS1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HS1469'SEE STATION VOLTA
 HS1469
 HS1469                          STATION RECOVERY (1958)
 HS1469
 HS1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HS1469'5.2 MI NW FROM LOS BANOS.
 HS1469'5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1469'FROM THE STATION AT LOS BANOS, AT VOLTA, 19.2 FEET NORTHWEST OF THE
 HS1469'FOURTH POLE SOUTHEAST OF MILEPOST 135, 39 FEET SOUTHWEST OF THE
 HS1469'SOUTHWEST RAIL, A BRONZE CAP RIVETED ON THE TOP OF A 3-1/2-INCH
 HS1469'IRON PIPE.  NOTE-- THE MARK IS LOOSE IN THE GROUND.
 HS1469
 HS1469                          STATION RECOVERY (1966)
 HS1469
 HS1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0186 ***********************************************************************
 DY0186  DESIGNATION -  101 USN
 DY0186  PID         -  DY0186
 DY0186  STATE/COUNTY-  CA/LOS ANGELES
 DY0186  USGS QUAD   -  LONG BEACH (1981)
 DY0186
 DY0186                         *CURRENT SURVEY CONTROL
 DY0186  ___________________________________________________________________
 DY0186* NAD 83(1986)-  33 45 24.     (N)    118 14 05.     (W)     SCALED    
 DY0186* NAVD 88     -         3.08   (+/-2cm)      10.1    (feet)  VERTCON   
 DY0186  ___________________________________________________________________
 DY0186  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0186  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0186
 DY0186.The horizontal coordinates were scaled from a topographic map and have
 DY0186.an estimated accuracy of +/- 6 seconds.
 DY0186
 DY0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0186.The vertical order pertains to the NGVD 29 superseded value.
 DY0186
 DY0186.The geoid height was determined by GEOID03.
 DY0186
 DY0186;                    North         East    Units  Estimated Accuracy
 DY0186;SPC CA 5     -   528,500.    1,978,250.      MT  (+/- 180 meters Scaled)
 DY0186
 DY0186                          SUPERSEDED SURVEY CONTROL
 DY0186
 DY0186  NGVD 29 (??/??/92)    2.268  (m)            7.44   (f) ADJ UNCH    1 2
 DY0186
 DY0186.Superseded values are not recommended for survey control.
 DY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0186.See file dsdata.txt to determine how the superseded data were derived.
 DY0186
 DY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT856358(NAD 83)
 DY0186_MARKER: B = BOLT
 DY0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0186_SP_SET: CONCRETE BEACH
 DY0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0186
 DY0186  HISTORY     - Date     Condition        Report By
 DY0186  HISTORY     - UNK      MONUMENTED       DOD
 DY0186  HISTORY     - 1954     GOOD             NGS
 DY0186
 DY0186                          STATION DESCRIPTION
 DY0186
 DY0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0186'AT LONG BEACH.
 DY0186'AT LONG BEACH, ON TERMINAL ISLAND, AT LONG BEACH NAVAL SHIPYARD,
 DY0186'ON C AVENUE BETWEEN EIGHTH AND NINTH STREETS, ABOUT 120 YARDS
 DY0186'SOUTHEAST OF A WATER TOWER, IN THE TOP OF A CONCRETE BASE
 DY0186'(FORMERLY SUPPORTING A RADIO TOWER) PROJECTING 0.2 FOOT ABOVE
 DY0186'THE BASE, 6.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH RAILROAD
 DY0186'TRACK, 2.8 FEET ABOVE THE GROUND, AND 0.8 FOOT NORTHEAST OF THE
 DY0186'SOUTHWEST CORNER OF THE BASE.  NOTE-- THE RADIO TOWER WAS REMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0428 ***********************************************************************
 GU0428  DESIGNATION -  101.27 R  USBR
 GU0428  PID         -  GU0428
 GU0428  STATE/COUNTY-  CA/FRESNO
 GU0428  USGS QUAD   -  OXALIS (1984)
 GU0428
 GU0428                         *CURRENT SURVEY CONTROL
 GU0428  ___________________________________________________________________
 GU0428* NAD 83(1986)-  36 52 45.     (N)    120 35 29.     (W)     SCALED    
 GU0428* NAVD 88     -        49.90   (+/-2cm)     163.7    (feet)  VERTCON   
 GU0428  ___________________________________________________________________
 GU0428  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0428
 GU0428.The horizontal coordinates were scaled from a topographic map and have
 GU0428.an estimated accuracy of +/- 6 seconds.
 GU0428
 GU0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0428.The vertical order pertains to the NGVD 29 superseded value.
 GU0428
 GU0428.The geoid height was determined by GEOID03.
 GU0428
 GU0428;                    North         East    Units  Estimated Accuracy
 GU0428;SPC CA 4     -   672,710.    1,858,140.      MT  (+/- 180 meters Scaled)
 GU0428
 GU0428                          SUPERSEDED SURVEY CONTROL
 GU0428
 GU0428  NGVD 29 (??/??/92)   49.21   (m)          161.4    (f) COMPUTED    2 0
 GU0428
 GU0428.Superseded values are not recommended for survey control.
 GU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0428.See file dsdata.txt to determine how the superseded data were derived.
 GU0428
 GU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF146841(NAD 83)
 GU0428_MARKER: DD = SURVEY DISK
 GU0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0428_SP_SET: FOOTING HEADWALL
 GU0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0428
 GU0428  HISTORY     - Date     Condition        Report By
 GU0428  HISTORY     - UNK      MONUMENTED       BOR
 GU0428  HISTORY     - 1955     GOOD             NGS
 GU0428  HISTORY     - 1972     GOOD             NGS
 GU0428
 GU0428                          STATION DESCRIPTION
 GU0428
 GU0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0428'3.6 MI SE FROM ORO LOMA.
 GU0428'3.6 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0428'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0428'ORO LOMA, AT 24-INCH STEEL PIPE LINE CROSSING 101.27, IN THE
 GU0428'TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL FOR THE SOUTH
 GU0428'FOOTING, 34 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 GU0428'ABOUT 5 1/2 FEET LOWER THAN THE ROAD.
 GU0428
 GU0428                          STATION RECOVERY (1972)
 GU0428
 GU0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0176 ***********************************************************************
 GU0176  DESIGNATION -  101.56 USBR
 GU0176  PID         -  GU0176
 GU0176  STATE/COUNTY-  CA/FRESNO
 GU0176  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0176
 GU0176                         *CURRENT SURVEY CONTROL
 GU0176  ___________________________________________________________________
 GU0176* NAD 83(1986)-  36 46 01.     (N)    120 39 59.     (W)     SCALED    
 GU0176* NAVD 88     -       102.77   (+/-2cm)     337.2    (feet)  VERTCON   
 GU0176  ___________________________________________________________________
 GU0176  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0176  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0176
 GU0176.The horizontal coordinates were scaled from a topographic map and have
 GU0176.an estimated accuracy of +/- 6 seconds.
 GU0176
 GU0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0176.The vertical order pertains to the NGVD 29 superseded value.
 GU0176
 GU0176.The geoid height was determined by GEOID03.
 GU0176
 GU0176;                    North         East    Units  Estimated Accuracy
 GU0176;SPC CA 4     -   660,370.    1,851,240.      MT  (+/- 180 meters Scaled)
 GU0176
 GU0176                          SUPERSEDED SURVEY CONTROL
 GU0176
 GU0176  NGVD 29 (??/??/92)  101.98   (m)          334.6    (f) COMPUTED    1 1
 GU0176
 GU0176.Superseded values are not recommended for survey control.
 GU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0176.See file dsdata.txt to determine how the superseded data were derived.
 GU0176
 GU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF082715(NAD 83)
 GU0176_MARKER: DD = SURVEY DISK
 GU0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0176_SP_SET: AQUEDUCT LINING
 GU0176_STAMPING: E 514 101.56
 GU0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0176
 GU0176  HISTORY     - Date     Condition        Report By
 GU0176  HISTORY     - UNK      MONUMENTED       BOR
 GU0176  HISTORY     - 1969     GOOD             NGS
 GU0176
 GU0176                          STATION DESCRIPTION
 GU0176
 GU0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0176'14.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0176'14.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0176'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 GU0176'OF THE AQUEDUCT, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0176'LEVEE ROAD, 1.0 FOOT SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0972 ***********************************************************************
 FU0972  DESIGNATION -  101.66 USBR
 FU0972  PID         -  FU0972
 FU0972  STATE/COUNTY-  CA/TULARE
 FU0972  USGS QUAD   -  DUCOR (1969)
 FU0972
 FU0972                         *CURRENT SURVEY CONTROL
 FU0972  ___________________________________________________________________
 FU0972* NAD 83(1986)-  35 59 36.     (N)    119 06 25.     (W)     SCALED    
 FU0972* NAVD 88     -       126.31   (+/-2cm)     414.4    (feet)  VERTCON   
 FU0972  ___________________________________________________________________
 FU0972  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FU0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU0972
 FU0972.The horizontal coordinates were scaled from a topographic map and have
 FU0972.an estimated accuracy of +/- 6 seconds.
 FU0972
 FU0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0972.The vertical order pertains to the NGVD 29 superseded value.
 FU0972
 FU0972.The geoid height was determined by GEOID03.
 FU0972
 FU0972;                    North         East    Units  Estimated Accuracy
 FU0972;SPC CA 4     -   573,240.    1,990,360.      MT  (+/- 180 meters Scaled)
 FU0972
 FU0972                          SUPERSEDED SURVEY CONTROL
 FU0972
 FU0972  NGVD 29 (??/??/92)  125.486  (m)          411.70   (f) ADJ UNCH    2 0
 FU0972
 FU0972.Superseded values are not recommended for survey control.
 FU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0972.See file dsdata.txt to determine how the superseded data were derived.
 FU0972
 FU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV100852(NAD 83)
 FU0972_MARKER: DD = SURVEY DISK
 FU0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0972_SP_SET: CONCRETE GUARDRAIL
 FU0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0972
 FU0972  HISTORY     - Date     Condition        Report By
 FU0972  HISTORY     - UNK      MONUMENTED       BOR
 FU0972  HISTORY     - 1970     GOOD             NGS
 FU0972
 FU0972                          STATION DESCRIPTION
 FU0972
 FU0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU0972'11.6 MI S FROM STRATHMORE.
 FU0972'11.65 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 FU0972'OF AVENUE 196 AT STRATHMORE, IN THE TOP AND 1.0 FOOT EAST OF
 FU0972'THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF AVENUE 112
 FU0972'BRIDGE 101.66 OVER THE CANAL, 13 FEET NORTH OF THE CENTER LINE
 FU0972'OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE AVENUE.  SEC 30,
 FU0972'T22S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0427 ***********************************************************************
 GU0427  DESIGNATION -  101.84 RESET 1966
 GU0427  PID         -  GU0427
 GU0427  STATE/COUNTY-  CA/FRESNO
 GU0427  USGS QUAD   -  OXALIS (1984)
 GU0427
 GU0427                         *CURRENT SURVEY CONTROL
 GU0427  ___________________________________________________________________
 GU0427* NAD 83(1986)-  36 52 43.     (N)    120 34 56.     (W)     SCALED    
 GU0427* NAVD 88     -        50.35   (+/-2cm)     165.2    (feet)  VERTCON   
 GU0427  ___________________________________________________________________
 GU0427  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0427
 GU0427.The horizontal coordinates were scaled from a topographic map and have
 GU0427.an estimated accuracy of +/- 6 seconds.
 GU0427
 GU0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0427.The vertical order pertains to the NGVD 29 superseded value.
 GU0427
 GU0427.The geoid height was determined by GEOID03.
 GU0427
 GU0427;                    North         East    Units  Estimated Accuracy
 GU0427;SPC CA 4     -   672,630.    1,858,950.      MT  (+/- 180 meters Scaled)
 GU0427
 GU0427                          SUPERSEDED SURVEY CONTROL
 GU0427
 GU0427  NGVD 29 (??/??/92)   49.671  (m)          162.96   (f) ADJ UNCH    2 0
 GU0427
 GU0427.Superseded values are not recommended for survey control.
 GU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0427.See file dsdata.txt to determine how the superseded data were derived.
 GU0427
 GU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF154841(NAD 83)
 GU0427_MARKER: DD = SURVEY DISK
 GU0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0427_SP_SET: INLET HEADWALL
 GU0427_STAMPING: 101.84
 GU0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0427
 GU0427  HISTORY     - Date     Condition        Report By
 GU0427  HISTORY     - UNK      MONUMENTED       BOR
 GU0427  HISTORY     - 1966     GOOD             NGS
 GU0427  HISTORY     - 1972     GOOD             NGS
 GU0427
 GU0427                          STATION DESCRIPTION
 GU0427
 GU0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0427'4.2 MI SE FROM ORO LOMA.
 GU0427'4.2 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF
 GU0427'DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA,
 GU0427'0.15 MILE WEST OF THE CROSSING OF A ROAD AND BRIDGE 102.03
 GU0427'OVER A CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 GU0427'HEAD WALL OF CONCRETE INLET STRUCTURE D.I. 100.84, 36 FEET
 GU0427'SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 9 FEET LOWER
 GU0427'THAN THE ROAD.
 GU0427
 GU0427                          STATION RECOVERY (1972)
 GU0427
 GU0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0426 ***********************************************************************
 GU0426  DESIGNATION -  101.84 USBR
 GU0426  PID         -  GU0426
 GU0426  STATE/COUNTY-  CA/FRESNO
 GU0426  USGS QUAD   -  OXALIS (1984)
 GU0426
 GU0426                         *CURRENT SURVEY CONTROL
 GU0426  ___________________________________________________________________
 GU0426* NAD 83(1986)-  36 52 43.     (N)    120 34 55.     (W)     SCALED    
 GU0426* NAVD 88     -        50.10   (+/-2cm)     164.4    (feet)  VERTCON   
 GU0426  ___________________________________________________________________
 GU0426  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0426
 GU0426.The horizontal coordinates were scaled from a topographic map and have
 GU0426.an estimated accuracy of +/- 6 seconds.
 GU0426
 GU0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0426.The vertical order pertains to the NGVD 29 superseded value.
 GU0426
 GU0426.The geoid height was determined by GEOID03.
 GU0426
 GU0426;                    North         East    Units  Estimated Accuracy
 GU0426;SPC CA 4     -   672,630.    1,858,980.      MT  (+/- 180 meters Scaled)
 GU0426
 GU0426                          SUPERSEDED SURVEY CONTROL
 GU0426
 GU0426  NGVD 29 (??/??/92)   49.420  (m)          162.14   (f) ADJ UNCH    2 0
 GU0426
 GU0426.Superseded values are not recommended for survey control.
 GU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0426.See file dsdata.txt to determine how the superseded data were derived.
 GU0426
 GU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF155841(NAD 83)
 GU0426_MARKER: DD = SURVEY DISK
 GU0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0426_SP_SET: DRAIN INLET
 GU0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0426
 GU0426  HISTORY     - Date     Condition        Report By
 GU0426  HISTORY     - UNK      MONUMENTED       BOR
 GU0426  HISTORY     - 1955     GOOD             NGS
 GU0426  HISTORY     - 1966     GOOD             NGS
 GU0426
 GU0426                          STATION DESCRIPTION
 GU0426
 GU0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0426'4.2 MI SE FROM ORO LOMA.
 GU0426'4.2 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0426'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0426'ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 101.84, IN THE TOP
 GU0426'OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 17 FEET SOUTH
 GU0426'OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN
 GU0426'THE ROAD.
 GU0426
 GU0426                          STATION RECOVERY (1966)
 GU0426
 GU0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1439 ***********************************************************************
 HS1439  DESIGNATION -  101.86 C OF G
 HS1439  PID         -  HS1439
 HS1439  STATE/COUNTY-  CA/MERCED
 HS1439  USGS QUAD   -  GUSTINE (1973)
 HS1439
 HS1439                         *CURRENT SURVEY CONTROL
 HS1439  ___________________________________________________________________
 HS1439* NAD 83(1986)-  37 15 25.     (N)    120 59 58.     (W)     SCALED    
 HS1439* NAVD 88     -        31.61   (+/-2cm)     103.7    (feet)  VERTCON   
 HS1439  ___________________________________________________________________
 HS1439  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HS1439  VERT ORDER  -  THIRD (See Below)
 HS1439
 HS1439.The horizontal coordinates were scaled from a topographic map and have
 HS1439.an estimated accuracy of +/- 6 seconds.
 HS1439
 HS1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1439.The vertical order pertains to the NGVD 29 superseded value.
 HS1439
 HS1439.The geoid height was determined by GEOID03.
 HS1439
 HS1439;                    North         East    Units  Estimated Accuracy
 HS1439;SPC CA 3     -   584,130.    1,955,700.      MT  (+/- 180 meters Scaled)
 HS1439
 HS1439                          SUPERSEDED SURVEY CONTROL
 HS1439
 HS1439  NGVD 29 (??/??/??)   30.85   (m)          101.2    (f) RESET       3  
 HS1439
 HS1439.Superseded values are not recommended for survey control.
 HS1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1439.See file dsdata.txt to determine how the superseded data were derived.
 HS1439
 HS1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG774252(NAD 83)
 HS1439_MARKER: DD = SURVEY DISK
 HS1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1439_STAMPING: 101.86
 HS1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1439+STABILITY: SURFACE MOTION
 HS1439
 HS1439  HISTORY     - Date     Condition        Report By
 HS1439  HISTORY     - UNK      MONUMENTED       CA1520
 HS1439  HISTORY     - 1961     GOOD             NGS
 HS1439  HISTORY     - 1965     GOOD             NGS
 HS1439
 HS1439                          STATION DESCRIPTION
 HS1439
 HS1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS1439'AT GUSTINE.
 HS1439'AT GUSTINE, 147 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 HS1439'OF THIRD AVENUE AND SIXTH STREET, 88 FEET SOUTHWEST OF BENCH
 HS1439'MARK X 793, 51 FEET EAST OF THE CENTER LINE OF SIXTH STREET,
 HS1439'30 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A MESH-WIRE FENCE,
 HS1439'6 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FEET
 HS1439'SOUTHWEST OF THE SOUTHWEST CORNER OF A DOUBLE GARAGE, AND SET
 HS1439'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 HS1439'GROUND.
 HS1439
 HS1439                          STATION RECOVERY (1965)
 HS1439
 HS1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9227 ***********************************************************************
 JT9227  DESIGNATION -  1011
 JT9227  PID         -  JT9227
 JT9227  STATE/COUNTY-  CA/NAPA
 JT9227  USGS QUAD   -  NAPA (1980)
 JT9227
 JT9227                         *CURRENT SURVEY CONTROL
 JT9227  ___________________________________________________________________
 JT9227* NAD 83(1986)-  38 17 30.     (N)    122 17 58.     (W)     SCALED    
 JT9227* NAVD 88     -         9.57   (+/-2cm)      31.4    (feet)  VERTCON   
 JT9227  ___________________________________________________________________
 JT9227  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9227  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9227
 JT9227.The horizontal coordinates were scaled from a topographic map and have
 JT9227.an estimated accuracy of +/- 6 seconds.
 JT9227
 JT9227.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9227.The vertical order pertains to the NGVD 29 superseded value.
 JT9227
 JT9227.The geoid height was determined by GEOID03.
 JT9227
 JT9227;                    North         East    Units  Estimated Accuracy
 JT9227;SPC CA 2     -   569,420.    1,973,800.      MT  (+/- 180 meters Scaled)
 JT9227
 JT9227                          SUPERSEDED SURVEY CONTROL
 JT9227
 JT9227  NGVD 29 (??/??/92)    8.794  (m)           28.85   (f) ADJ UNCH    2 2
 JT9227
 JT9227.Superseded values are not recommended for survey control.
 JT9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9227.See file dsdata.txt to determine how the superseded data were derived.
 JT9227
 JT9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612384(NAD 83)
 JT9227_MARKER: B = BOLT
 JT9227_SETTING: 0 = UNSPECIFIED SETTING
 JT9227_MARK LOGO: NONE  
 JT9227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9227
 JT9227  HISTORY     - Date     Condition        Report By
 JT9227  HISTORY     - 1971     MONUMENTED       CA2330
 JT9227
 JT9227                          STATION DESCRIPTION
 JT9227
 JT9227'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9227'ALONG WALNUT STREET, 150 FT (45.7 M) SOUTH OF PINE, WEST SIDE, A BRASS
 JT9227'BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0453 ***********************************************************************
 KT0453  DESIGNATION -  1012 USGS
 KT0453  PID         -  KT0453
 KT0453  STATE/COUNTY-  CA/GLENN
 KT0453  USGS QUAD   -  RAIL CANYON (1989)
 KT0453
 KT0453                         *CURRENT SURVEY CONTROL
 KT0453  ___________________________________________________________________
 KT0453* NAD 83(1986)-  39 28 41.     (N)    122 26 32.     (W)     SCALED    
 KT0453* NAVD 88     -       309.54   (+/-2cm)    1015.5    (feet)  VERTCON   
 KT0453  ___________________________________________________________________
 KT0453  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 KT0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0453
 KT0453.The horizontal coordinates were scaled from a topographic map and have
 KT0453.an estimated accuracy of +/- 6 seconds.
 KT0453
 KT0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0453.The vertical order pertains to the NGVD 29 superseded value.
 KT0453
 KT0453.The geoid height was determined by GEOID03.
 KT0453
 KT0453;                    North         East    Units  Estimated Accuracy
 KT0453;SPC CA 2     -   701,170.    1,961,950.      MT  (+/- 180 meters Scaled)
 KT0453
 KT0453                          SUPERSEDED SURVEY CONTROL
 KT0453
 KT0453  NGVD 29 (??/??/92)  308.714  (m)         1012.84   (f) ADJ UNCH    2 0
 KT0453
 KT0453.Superseded values are not recommended for survey control.
 KT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0453.See file dsdata.txt to determine how the superseded data were derived.
 KT0453
 KT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ479699(NAD 83)
 KT0453_MARKER: N = NAIL
 KT0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0453_SP_SET: TREE
 KT0453_STAMPING: 1012 USBM
 KT0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0453
 KT0453  HISTORY     - Date     Condition        Report By
 KT0453  HISTORY     - UNK      MONUMENTED       USGS
 KT0453  HISTORY     - 1935     GOOD             NGS
 KT0453
 KT0453                          STATION DESCRIPTION
 KT0453
 KT0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0453'11.9 MI NE FROM STONYFORD.
 KT0453'IN GLENN COUNTY, 11.9 MILES NORTHEAST ALONG THE WILLOWS ROAD
 KT0453'FROM STONYFORD, COLUSA COUNTY, IN THE ROOT OF A LEANING PINE
 KT0453'TREE, AND ABOUT 3 FEET BELOW THE SURFACE OF THE ROAD.  A UNITED
 KT0453'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER, STAMPED
 KT0453'1012 USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9228 ***********************************************************************
 JT9228  DESIGNATION -  1013
 JT9228  PID         -  JT9228
 JT9228  STATE/COUNTY-  CA/NAPA
 JT9228  USGS QUAD   -  NAPA (1980)
 JT9228
 JT9228                         *CURRENT SURVEY CONTROL
 JT9228  ___________________________________________________________________
 JT9228* NAD 83(1986)-  38 17 18.     (N)    122 18 22.     (W)     SCALED    
 JT9228* NAVD 88     -         9.04   (+/-2cm)      29.7    (feet)  VERTCON   
 JT9228  ___________________________________________________________________
 JT9228  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9228  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9228
 JT9228.The horizontal coordinates were scaled from a topographic map and have
 JT9228.an estimated accuracy of +/- 6 seconds.
 JT9228
 JT9228.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9228.The vertical order pertains to the NGVD 29 superseded value.
 JT9228
 JT9228.The geoid height was determined by GEOID03.
 JT9228
 JT9228;                    North         East    Units  Estimated Accuracy
 JT9228;SPC CA 2     -   569,060.    1,973,220.      MT  (+/- 180 meters Scaled)
 JT9228
 JT9228                          SUPERSEDED SURVEY CONTROL
 JT9228
 JT9228  NGVD 29 (??/??/92)    8.266  (m)           27.12   (f) ADJ UNCH    2 2
 JT9228
 JT9228.Superseded values are not recommended for survey control.
 JT9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9228.See file dsdata.txt to determine how the superseded data were derived.
 JT9228
 JT9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606380(NAD 83)
 JT9228_MARKER: Z = SEE DESCRIPTION
 JT9228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9228_SP_SET: WELL MONUMENT
 JT9228_MARK LOGO: CA2330
 JT9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9228
 JT9228  HISTORY     - Date     Condition        Report By
 JT9228  HISTORY     - 1971     MONUMENTED       CA2330
 JT9228
 JT9228                          STATION DESCRIPTION
 JT9228
 JT9228'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9228'AT INTERSECTION OF OLD SONOMA ROAD AND UNDERHILL DRIVE, A WELL
 JT9228'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0126 ***********************************************************************
 FV0126  DESIGNATION -  1014 USGS
 FV0126  PID         -  FV0126
 FV0126  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0126  USGS QUAD   -  CRESTON (1980)
 FV0126
 FV0126                         *CURRENT SURVEY CONTROL
 FV0126  ___________________________________________________________________
 FV0126* NAD 83(1986)-  35 34 16.     (N)    120 32 44.     (W)     SCALED    
 FV0126* NAVD 88     -       310.07   (+/-2cm)    1017.3    (feet)  VERTCON   
 FV0126  ___________________________________________________________________
 FV0126  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 FV0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0126
 FV0126.The horizontal coordinates were scaled from a topographic map and have
 FV0126.an estimated accuracy of +/- 6 seconds.
 FV0126
 FV0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0126.The vertical order pertains to the NGVD 29 superseded value.
 FV0126
 FV0126.The geoid height was determined by GEOID03.
 FV0126
 FV0126;                    North         East    Units  Estimated Accuracy
 FV0126;SPC CA 5     -   732,670.    1,769,270.      MT  (+/- 180 meters Scaled)
 FV0126
 FV0126                          SUPERSEDED SURVEY CONTROL
 FV0126
 FV0126  NGVD 29 (??/??/92)  309.108  (m)         1014.13   (f) ADJ UNCH    2 0
 FV0126
 FV0126.Superseded values are not recommended for survey control.
 FV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0126.See file dsdata.txt to determine how the superseded data were derived.
 FV0126
 FV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE224391(NAD 83)
 FV0126_MARKER: P = PIPE CAP
 FV0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0126_STAMPING: 1014 1917
 FV0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0126
 FV0126  HISTORY     - Date     Condition        Report By
 FV0126  HISTORY     - 1917     MONUMENTED       USGS
 FV0126  HISTORY     - 1942     GOOD             NGS
 FV0126
 FV0126                          STATION DESCRIPTION
 FV0126
 FV0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FV0126'4 MI NW FROM CRESTON.
 FV0126'3.4 MILES NORTHWEST ALONG THE ROAD LEADING TO UNION FROM ITS
 FV0126'JUNCTION WITH U.S. HIGHWAY 466 ABOUT 1/2 MILE NORTH OF CRESTON,
 FV0126'SAN LUIS OBISPO COUNTY, 60 FEET NORTHEAST OF A ROAD JUNCTION,
 FV0126'138 FEET SOUTHEAST OF GENESEO SCHOOL, 6 FEET WEST OF A FENCE
 FV0126'LINE, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 FV0126'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1014 1917 AND RIVETED
 FV0126'ON THE TOP OF A 3-1/2 INCH IRON PIPE ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0444 ***********************************************************************
 KT0444  DESIGNATION -  1015 USGS
 KT0444  PID         -  KT0444
 KT0444  STATE/COUNTY-  CA/GLENN
 KT0444  USGS QUAD   -  RAIL CANYON (1989)
 KT0444
 KT0444                         *CURRENT SURVEY CONTROL
 KT0444  ___________________________________________________________________
 KT0444* NAD 83(1986)-  39 26 06.     (N)    122 29 42.     (W)     SCALED    
 KT0444* NAVD 88     -       310.48   (+/-2cm)    1018.6    (feet)  VERTCON   
 KT0444  ___________________________________________________________________
 KT0444  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 KT0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0444
 KT0444.The horizontal coordinates were scaled from a topographic map and have
 KT0444.an estimated accuracy of +/- 6 seconds.
 KT0444
 KT0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0444.The vertical order pertains to the NGVD 29 superseded value.
 KT0444
 KT0444.The geoid height was determined by GEOID03.
 KT0444
 KT0444;                    North         East    Units  Estimated Accuracy
 KT0444;SPC CA 2     -   696,410.    1,957,390.      MT  (+/- 180 meters Scaled)
 KT0444
 KT0444                          SUPERSEDED SURVEY CONTROL
 KT0444
 KT0444  NGVD 29 (??/??/92)  309.649  (m)         1015.91   (f) ADJ UNCH    2 0
 KT0444
 KT0444.Superseded values are not recommended for survey control.
 KT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0444.See file dsdata.txt to determine how the superseded data were derived.
 KT0444
 KT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ434651(NAD 83)
 KT0444_MARKER: Q = CHISELED SQUARE
 KT0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0444_SP_SET: CULVERT
 KT0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0444
 KT0444  HISTORY     - Date     Condition        Report By
 KT0444  HISTORY     - UNK      MONUMENTED       USGS
 KT0444  HISTORY     - 1935     GOOD             NGS
 KT0444
 KT0444                          STATION DESCRIPTION
 KT0444
 KT0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0444'6.2 MI NE FROM STONYFORD.
 KT0444'IN GLENN COUNTY, 6.2 MILES NORTHEAST ALONG THE WILLOWS ROAD
 KT0444'FROM STONYFORD, COLUSA COUNTY, ABOUT 1/2 MILE NORTHEAST OF THE
 KT0444'JUNCTION OF THE ELK CREEK ROAD, AT A CONCRETE CULVERT UNDER THE
 KT0444'ROAD, AND ON THE TOP OF THE SOUTHEAST WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1789 ***********************************************************************
 JT1789  DESIGNATION -  1016
 JT1789  PID         -  JT1789
 JT1789  STATE/COUNTY-  CA/NAPA
 JT1789  USGS QUAD   -  NAPA (1980)
 JT1789
 JT1789                         *CURRENT SURVEY CONTROL
 JT1789  ___________________________________________________________________
 JT1789* NAD 83(1986)-  38 17 16.     (N)    122 18 33.     (W)     SCALED    
 JT1789* NAVD 88     -        16.00   (+/-2cm)      52.5    (feet)  VERTCON   
 JT1789  ___________________________________________________________________
 JT1789  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1789  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1789
 JT1789.The horizontal coordinates were scaled from a topographic map and have
 JT1789.an estimated accuracy of +/- 6 seconds.
 JT1789
 JT1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1789.The vertical order pertains to the NGVD 29 superseded value.
 JT1789
 JT1789.The geoid height was determined by GEOID03.
 JT1789
 JT1789;                    North         East    Units  Estimated Accuracy
 JT1789;SPC CA 2     -   568,990.    1,972,950.      MT  (+/- 180 meters Scaled)
 JT1789
 JT1789                          SUPERSEDED SURVEY CONTROL
 JT1789
 JT1789  NGVD 29 (??/??/92)   15.231  (m)           49.97   (f) ADJ UNCH    1 1
 JT1789
 JT1789.Superseded values are not recommended for survey control.
 JT1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1789.See file dsdata.txt to determine how the superseded data were derived.
 JT1789
 JT1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604379(NAD 83)
 JT1789_MARKER: B = BOLT
 JT1789_SETTING: 0 = UNSPECIFIED SETTING
 JT1789_MARK LOGO: NONE  
 JT1789_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1789
 JT1789  HISTORY     - Date     Condition        Report By
 JT1789  HISTORY     - 1971     MONUMENTED       CA2330
 JT1789
 JT1789                          STATION DESCRIPTION
 JT1789
 JT1789'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1789'ALONG OLD SONOMA ROAD, 170 FT (51.8 M) EAST OF FOOTHILL, SOUTH SIDE AT
 JT1789'NO.2757 NEAR DRIVEWAY, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0513 ***********************************************************************
 DX0513  DESIGNATION -  1016 T
 DX0513  PID         -  DX0513
 DX0513  STATE/COUNTY-  CA/SAN DIEGO
 DX0513  USGS QUAD   -  BOUCHER HILL (1988)
 DX0513
 DX0513                         *CURRENT SURVEY CONTROL
 DX0513  ___________________________________________________________________
 DX0513* NAD 83(1986)-  33 17 16.     (N)    116 57 33.     (W)     SCALED    
 DX0513* NAVD 88     -       310.95   (+/-2cm)    1020.2    (feet)  VERTCON   
 DX0513  ___________________________________________________________________
 DX0513  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DX0513  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0513
 DX0513.The horizontal coordinates were scaled from a topographic map and have
 DX0513.an estimated accuracy of +/- 6 seconds.
 DX0513
 DX0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0513.The vertical order pertains to the NGVD 29 superseded value.
 DX0513
 DX0513.The geoid height was determined by GEOID03.
 DX0513
 DX0513;                    North         East    Units  Estimated Accuracy
 DX0513;SPC CA 6     -   624,560.    1,933,950.      MT  (+/- 180 meters Scaled)
 DX0513
 DX0513                          SUPERSEDED SURVEY CONTROL
 DX0513
 DX0513  NGVD 29 (??/??/??)  310.254  (m)         1017.89   (f) ADJUSTED    1 2
 DX0513
 DX0513.Superseded values are not recommended for survey control.
 DX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0513.See file dsdata.txt to determine how the superseded data were derived.
 DX0513
 DX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS038831(NAD 83)
 DX0513_MARKER: P = PIPE CAP
 DX0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0513_STAMPING: 1016 T
 DX0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0513
 DX0513  HISTORY     - Date     Condition        Report By
 DX0513  HISTORY     - UNK      MONUMENTED       USGS
 DX0513  HISTORY     - 1960     GOOD             NGS
 DX0513  HISTORY     - 1970     GOOD             CA-073
 DX0513
 DX0513                          STATION DESCRIPTION
 DX0513
 DX0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0513'AT RINCON.
 DX0513'AT RINCON, SAN DIEGO COUNTY, ON THE 1935 ROUTE OF STATE HIGHWAY
 DX0513'76, AT THE JUNCTION OF A COUNTY ROAD (RINCON GRADE) LEADING SOUTH
 DX0513'THROUGH RINCON INDIAN RESERVATION TO VALLEY CENTER, 82 FEET
 DX0513'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET NORTHWEST
 DX0513'OF THE NORTHWEST CORNER OF A STORE BUILDING OWNED BY GUY HENRY
 DX0513'IN 1935, AND UNDER A LARGE PEPPER TREE.  A UNITED STATES
 DX0513'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1016 T AND RIVETED
 DX0513'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE SAN DIEGO
 DX0513'COUNTY ROAD MAP SHOWS THIS BENCH MARK AT RINCON SPRINGS, AND
 DX0513'THE 1951 POSTAL GUIDE DOES NOT LIST A POST OFFICE AT RINCON.
 DX0513
 DX0513                          STATION RECOVERY (1970)
 DX0513
 DX0513'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9229 ***********************************************************************
 JT9229  DESIGNATION -  1017
 JT9229  PID         -  JT9229
 JT9229  STATE/COUNTY-  CA/NAPA
 JT9229  USGS QUAD   -  NAPA (1980)
 JT9229
 JT9229                         *CURRENT SURVEY CONTROL
 JT9229  ___________________________________________________________________
 JT9229* NAD 83(1986)-  38 17 18.     (N)    122 18 52.     (W)     SCALED    
 JT9229* NAVD 88     -        21.05   (+/-2cm)      69.1    (feet)  VERTCON   
 JT9229  ___________________________________________________________________
 JT9229  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9229  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9229
 JT9229.The horizontal coordinates were scaled from a topographic map and have
 JT9229.an estimated accuracy of +/- 6 seconds.
 JT9229
 JT9229.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9229.The vertical order pertains to the NGVD 29 superseded value.
 JT9229
 JT9229.The geoid height was determined by GEOID03.
 JT9229
 JT9229;                    North         East    Units  Estimated Accuracy
 JT9229;SPC CA 2     -   569,060.    1,972,490.      MT  (+/- 180 meters Scaled)
 JT9229
 JT9229                          SUPERSEDED SURVEY CONTROL
 JT9229
 JT9229  NGVD 29 (??/??/92)   20.277  (m)           66.53   (f) ADJ UNCH    2 2
 JT9229
 JT9229.Superseded values are not recommended for survey control.
 JT9229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9229.See file dsdata.txt to determine how the superseded data were derived.
 JT9229
 JT9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599380(NAD 83)
 JT9229_MARKER: Z = SEE DESCRIPTION
 JT9229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9229_SP_SET: WELL MONUMENT
 JT9229_MARK LOGO: CA2330
 JT9229_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9229
 JT9229  HISTORY     - Date     Condition        Report By
 JT9229  HISTORY     - 1971     MONUMENTED       CA2330
 JT9229
 JT9229                          STATION DESCRIPTION
 JT9229
 JT9229'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9229'AT INTERSECTION OF OLD SONOMA ROAD AND CASSWALL, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1791 ***********************************************************************
 JT1791  DESIGNATION -  1018
 JT1791  PID         -  JT1791
 JT1791  STATE/COUNTY-  CA/NAPA
 JT1791  USGS QUAD   -  NAPA (1980)
 JT1791
 JT1791                         *CURRENT SURVEY CONTROL
 JT1791  ___________________________________________________________________
 JT1791* NAD 83(1986)-  38 17 16.     (N)    122 18 43.     (W)     SCALED    
 JT1791* NAVD 88     -        26.49   (+/-2cm)      86.9    (feet)  VERTCON   
 JT1791  ___________________________________________________________________
 JT1791  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1791  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1791
 JT1791.The horizontal coordinates were scaled from a topographic map and have
 JT1791.an estimated accuracy of +/- 6 seconds.
 JT1791
 JT1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1791.The vertical order pertains to the NGVD 29 superseded value.
 JT1791
 JT1791.The geoid height was determined by GEOID03.
 JT1791
 JT1791;                    North         East    Units  Estimated Accuracy
 JT1791;SPC CA 2     -   569,000.    1,972,710.      MT  (+/- 180 meters Scaled)
 JT1791
 JT1791                          SUPERSEDED SURVEY CONTROL
 JT1791
 JT1791  NGVD 29 (??/??/92)   25.719  (m)           84.38   (f) ADJ UNCH    1 1
 JT1791
 JT1791.Superseded values are not recommended for survey control.
 JT1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1791.See file dsdata.txt to determine how the superseded data were derived.
 JT1791
 JT1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH601379(NAD 83)
 JT1791_MARKER: DD = SURVEY DISK
 JT1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1791_SP_SET: CONCRETE POST
 JT1791_MARK LOGO: CA2330
 JT1791_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1791+STABILITY: SURFACE MOTION
 JT1791
 JT1791  HISTORY     - Date     Condition        Report By
 JT1791  HISTORY     - 1971     MONUMENTED       CA2330
 JT1791
 JT1791                          STATION DESCRIPTION
 JT1791
 JT1791'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1791'AT INTERSECTION OF OLD SONOMA ROAD AND LILIENTHAL, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0442 ***********************************************************************
 FT0442  DESIGNATION -  102
 FT0442  PID         -  FT0442
 FT0442  STATE/COUNTY-  CA/KERN
 FT0442  USGS QUAD   -  BURRO CANYON (1982)
 FT0442
 FT0442                         *CURRENT SURVEY CONTROL
 FT0442  ___________________________________________________________________
 FT0442* NAD 83(1986)-  35 49 37.     (N)    117 36 01.     (W)     SCALED    
 FT0442* NAVD 88     -       748.578  (meters)    2455.96   (feet)  ADJUSTED  
 FT0442  ___________________________________________________________________
 FT0442  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FT0442  DYNAMIC HT  -         747.778 (meters)    2453.34  (feet)  COMP
 FT0442  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 FT0442
 FT0442  VERT ORDER  -  FIRST     CLASS II
 FT0442
 FT0442.The horizontal coordinates were scaled from a topographic map and have
 FT0442.an estimated accuracy of +/- 6 seconds.
 FT0442
 FT0442.The orthometric height was determined by differential leveling
 FT0442.and adjusted in June 1991.
 FT0442
 FT0442.The geoid height was determined by GEOID03.
 FT0442
 FT0442.The dynamic height is computed by dividing the NAVD 88
 FT0442.geopotential number by the normal gravity value computed on the
 FT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0442.degrees latitude (g = 980.6199 gals.).
 FT0442
 FT0442.The modeled gravity was interpolated from observed gravity values.
 FT0442
 FT0442;                    North         East    Units  Estimated Accuracy
 FT0442;SPC CA 5     -   758,210.    2,036,120.      MT  (+/- 180 meters Scaled)
 FT0442
 FT0442                          SUPERSEDED SURVEY CONTROL
 FT0442
 FT0442  NGVD 29 (??/??/92)  747.88   (m)         2453.7    (f) COMPUTED    1 2
 FT0442
 FT0442.Superseded values are not recommended for survey control.
 FT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0442.See file dsdata.txt to determine how the superseded data were derived.
 FT0442
 FT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV457649(NAD 83)
 FT0442_MARKER: DD = SURVEY DISK
 FT0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0442_STAMPING: BM 102 1950
 FT0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0442+STABILITY: SURFACE MOTION
 FT0442
 FT0442  HISTORY     - Date     Condition        Report By
 FT0442  HISTORY     - 1950     MONUMENTED       USN
 FT0442
 FT0442                          STATION DESCRIPTION
 FT0442
 FT0442'DESCRIBED BY US NAVY 1950
 FT0442'14.5 MI N FROM CHINA LAKE USN .
 FT0442'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 1.0
 FT0442'MILES NORTH OF ASKANIA BUILDING NO. 13, 20 FEET WEST OF THE G-2
 FT0442'SPOTTING TOWER ROAD.  THE STATION MARK IS A USN  DISK SET IN AN
 FT0442'8 INCH SQUARE CONCRETE POST PROEJCTING ABOUT 8 INCHES.  THE DISK
 FT0442'IS STAMPED BM 102 1950.  DIRECTIONS TO REACH THE STATION CAN BE
 FT0442'OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY ON THE
 FT0442'NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5217 ***********************************************************************
 EW5217  DESIGNATION -  102 10
 EW5217  PID         -  EW5217
 EW5217  STATE/COUNTY-  CA/VENTURA
 EW5217  USGS QUAD   -  SANTA PAULA (1967)
 EW5217
 EW5217                         *CURRENT SURVEY CONTROL
 EW5217  ___________________________________________________________________
 EW5217* NAD 83(1986)-  34 19 39.     (N)    119 05 57.     (W)     SCALED    
 EW5217* NAVD 88     -        68.994  (meters)     226.36   (feet)  ADJUSTED  
 EW5217  ___________________________________________________________________
 EW5217  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW5217  DYNAMIC HT  -          68.920 (meters)     226.12  (feet)  COMP
 EW5217  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 EW5217
 EW5217  VERT ORDER  -  FIRST     CLASS I
 EW5217
 EW5217.The horizontal coordinates were scaled from a topographic map and have
 EW5217.an estimated accuracy of +/- 6 seconds.
 EW5217
 EW5217.The orthometric height was determined by differential leveling
 EW5217.and adjusted in June 1991.
 EW5217
 EW5217.The geoid height was determined by GEOID03.
 EW5217
 EW5217.The dynamic height is computed by dividing the NAVD 88
 EW5217.geopotential number by the normal gravity value computed on the
 EW5217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5217.degrees latitude (g = 980.6199 gals.).
 EW5217
 EW5217.The modeled gravity was interpolated from observed gravity values.
 EW5217
 EW5217;                    North         East    Units  Estimated Accuracy
 EW5217;SPC CA 5     -   592,340.    1,898,850.      MT  (+/- 180 meters Scaled)
 EW5217
 EW5217                          SUPERSEDED SURVEY CONTROL
 EW5217
 EW5217  NGVD 29 (??/??/92)   68.221  (m)          223.82   (f) ADJ UNCH    1 1
 EW5217
 EW5217.Superseded values are not recommended for survey control.
 EW5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5217.See file dsdata.txt to determine how the superseded data were derived.
 EW5217
 EW5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU068004(NAD 83)
 EW5217_MARKER: DD = SURVEY DISK
 EW5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5217_SP_SET: CONCRETE POST
 EW5217_STAMPING: 102-10 1969
 EW5217_MARK LOGO: CA-111
 EW5217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5217+STABILITY: SURFACE MOTION
 EW5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5217+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989
 EW5217
 EW5217  HISTORY     - Date     Condition        Report By
 EW5217  HISTORY     - 1969     MONUMENTED       CA-111
 EW5217  HISTORY     - 1971     GOOD             NGS
 EW5217  HISTORY     - 1977     GOOD             NGS
 EW5217  HISTORY     - 19890420 GOOD             NGS
 EW5217
 EW5217                          STATION DESCRIPTION
 EW5217
 EW5217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5217'3.2 MI SW FROM SANTA PAULA.
 EW5217'3.15 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW5217'THE STATION AT SANTA PAULA, 0.3 MILE NORTHEAST OF THE CROSSING
 EW5217'OF BRIGGS ROAD, AT A PRIVATE ROAD CROSSING, 46.3 FEET SOUTHEAST
 EW5217'OF THE SOUTHEAST RAIL, 58 FEET EAST OF THE CENTER OF THE
 EW5217'CROSSING, 32 1/2 FEET SOUTHEAST OF THE FIRST POLE NORTHEAST
 EW5217'OF THE CROSSING, 2.2 FEET WEST OF THE WEST SIDE OF A CONCRETE
 EW5217'STANDPIPE WHICH PROJECTS 4 1/2 FEET, 1.0 FOOT NORTHWEST OF A
 EW5217'WITNESS POST.  ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE
 EW5217'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 EW5217
 EW5217                          STATION RECOVERY (1977)
 EW5217
 EW5217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5217'RECOVERED IN GOOD CONDITION.
 EW5217
 EW5217                          STATION RECOVERY (1989)
 EW5217
 EW5217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5217'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, DELETE 32
 EW5217'1/2 FEET SOUTHEAST OF THE FIRST POLE NORTHEAST OF THE CROSSING
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3394 ***********************************************************************
 EW3394  DESIGNATION -  102 100 A
 EW3394  PID         -  EW3394
 EW3394  STATE/COUNTY-  CA/LOS ANGELES
 EW3394  USGS QUAD   -  LEBEC (1991)
 EW3394
 EW3394                         *CURRENT SURVEY CONTROL
 EW3394  ___________________________________________________________________
 EW3394* NAD 83(1986)-  34 47 38.     (N)    118 50 18.     (W)     SCALED    
 EW3394* NAVD 88     -      1127.934  (meters)    3700.56   (feet)  ADJUSTED  
 EW3394  ___________________________________________________________________
 EW3394  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EW3394  DYNAMIC HT  -        1126.581 (meters)    3696.12  (feet)  COMP
 EW3394  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 EW3394
 EW3394  VERT ORDER  -  FIRST     CLASS I
 EW3394
 EW3394.The horizontal coordinates were scaled from a topographic map and have
 EW3394.an estimated accuracy of +/- 6 seconds.
 EW3394
 EW3394.The orthometric height was determined by differential leveling
 EW3394.and adjusted in June 1991.
 EW3394
 EW3394.The geoid height was determined by GEOID03.
 EW3394
 EW3394.The dynamic height is computed by dividing the NAVD 88
 EW3394.geopotential number by the normal gravity value computed on the
 EW3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3394.degrees latitude (g = 980.6199 gals.).
 EW3394
 EW3394.The modeled gravity was interpolated from observed gravity values.
 EW3394
 EW3394;                    North         East    Units  Estimated Accuracy
 EW3394;SPC CA 5     -   643,840.    1,923,290.      MT  (+/- 180 meters Scaled)
 EW3394
 EW3394                          SUPERSEDED SURVEY CONTROL
 EW3394
 EW3394  NGVD 29 (??/??/92) 1127.011  (m)         3697.54   (f) ADJ UNCH    1 1
 EW3394
 EW3394.Superseded values are not recommended for survey control.
 EW3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3394.See file dsdata.txt to determine how the superseded data were derived.
 EW3394
 EW3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU318517(NAD 83)
 EW3394_MARKER: DD = SURVEY DISK
 EW3394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW3394_SP_SET: HEADWALL
 EW3394_STAMPING: BM 102-100A 1968 5869
 EW3394_MARK LOGO: CA-037
 EW3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3394+STABILITY: SURFACE MOTION
 EW3394
 EW3394  HISTORY     - Date     Condition        Report By
 EW3394  HISTORY     - 1968     MONUMENTED       CA-037
 EW3394  HISTORY     - 1971     GOOD             NGS
 EW3394  HISTORY     - 1978     GOOD             NGS
 EW3394  HISTORY     - 1983     GOOD             USGS
 EW3394  HISTORY     - 1984     GOOD             NGS
 EW3394  HISTORY     - 1985     GOOD             NGS
 EW3394  HISTORY     - 1986     GOOD             NGS
 EW3394  HISTORY     - 1987     GOOD             NGS
 EW3394
 EW3394                          STATION DESCRIPTION
 EW3394
 EW3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3394'0.8 MI E FROM GORMAN.
 EW3394'0.8 MILE EAST ALONG GORMAN POST ROAD FROM THE JUNCTION OF GORMAN
 EW3394'SCHOOL ROAD AT GORMAN, IN THE TOP AND 0.5 FOOT WEST OF THE EAST
 EW3394'END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT,
 EW3394'29 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET
 EW3394'WEST OF POWER POLE 1699137E, AND ABOUT 6 1/2 FEET LOWER THAN THE
 EW3394'ROAD.  SECTION 12, T 8 N, R 19 W.
 EW3394
 EW3394                          STATION RECOVERY (1978)
 EW3394
 EW3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3394'RECOVERED IN GOOD CONDITION.
 EW3394
 EW3394                          STATION RECOVERY (1983)
 EW3394
 EW3394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW3394'RECOVERED IN GOOD CONDITION.
 EW3394
 EW3394                          STATION RECOVERY (1984)
 EW3394
 EW3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW3394'RECOVERED IN GOOD CONDITION.
 EW3394
 EW3394                          STATION RECOVERY (1985)
 EW3394
 EW3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW3394'RECOVERED IN GOOD CONDITION.
 EW3394
 EW3394                          STATION RECOVERY (1986)
 EW3394
 EW3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW3394'RECOVERED IN GOOD CONDITION.
 EW3394
 EW3394                          STATION RECOVERY (1987)
 EW3394
 EW3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW3394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6673 ***********************************************************************
 EW6673  DESIGNATION -  102 102 A LA CO
 EW6673  PID         -  EW6673
 EW6673  STATE/COUNTY-  CA/LOS ANGELES
 EW6673  USGS QUAD   -  LEBEC (1991)
 EW6673
 EW6673                         *CURRENT SURVEY CONTROL
 EW6673  ___________________________________________________________________
 EW6673* NAD 83(1986)-  34 47 46.     (N)    118 50 58.     (W)     SCALED    
 EW6673* NAVD 88     -      1161.23   (+/-2cm)    3809.8    (feet)  VERTCON   
 EW6673  ___________________________________________________________________
 EW6673  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EW6673  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6673
 EW6673.The horizontal coordinates were scaled from a topographic map and have
 EW6673.an estimated accuracy of +/- 6 seconds.
 EW6673
 EW6673.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6673.The vertical order pertains to the NGVD 29 superseded value.
 EW6673
 EW6673.The geoid height was determined by GEOID03.
 EW6673
 EW6673;                    North         East    Units  Estimated Accuracy
 EW6673;SPC CA 5     -   644,100.    1,922,270.      MT  (+/- 180 meters Scaled)
 EW6673
 EW6673                          SUPERSEDED SURVEY CONTROL
 EW6673
 EW6673  NGVD 29 (??/??/92) 1160.31   (m)         3806.8    (f) COMPUTED    1 1
 EW6673
 EW6673.Superseded values are not recommended for survey control.
 EW6673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6673.See file dsdata.txt to determine how the superseded data were derived.
 EW6673
 EW6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU308519(NAD 83)
 EW6673_MARKER: DD = SURVEY DISK
 EW6673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6673_SP_SET: CURB
 EW6673_STAMPING: BM 102-102A RE 7078
 EW6673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6673
 EW6673  HISTORY     - Date     Condition        Report By
 EW6673  HISTORY     - UNK      MONUMENTED       CA-037
 EW6673  HISTORY     - 1974     GOOD             CA-037
 EW6673
 EW6673                          STATION DESCRIPTION
 EW6673
 EW6673'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW6673'0.3 MI E FROM GORMAN.
 EW6673'GORMAN, OLD POST ROAD AND OLD SCHOOL ROAD.  300 FEET NORTHEASTERLY OF
 EW6673'THE APPROXIMATE INTERSECTION OF OLD POST ROAD AND OLD SCHOOL ROAD,
 EW6673'42.5 FEET NORTHERLY OF THE CENTER OF PAVEMENT OF OLD POST ROAD.  2.0
 EW6673'FEET WEST OF THE EAST END OF A CONCRETE CURB.  125.0 FEET
 EW6673'SOUTHEASTERLY OF THE SOUTHEAST CORNER OF A COMMERCIAL CONCRETE BLOCK
 EW6673'BUILDING.  SET IN TOP OF THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9011 ***********************************************************************
 EW9011  DESIGNATION -  102 103 A LA CO
 EW9011  PID         -  EW9011
 EW9011  STATE/COUNTY-  CA/LOS ANGELES
 EW9011  USGS QUAD   -  LEBEC (1991)
 EW9011
 EW9011                         *CURRENT SURVEY CONTROL
 EW9011  ___________________________________________________________________
 EW9011* NAD 83(1986)-  34 47 46.     (N)    118 51 44.     (W)     SCALED    
 EW9011* NAVD 88     -      1191.70   (+/-2cm)    3909.8    (feet)  VERTCON   
 EW9011  ___________________________________________________________________
 EW9011  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EW9011  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9011
 EW9011.The horizontal coordinates were scaled from a topographic map and have
 EW9011.an estimated accuracy of +/- 6 seconds.
 EW9011
 EW9011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9011.The vertical order pertains to the NGVD 29 superseded value.
 EW9011
 EW9011.The geoid height was determined by GEOID03.
 EW9011
 EW9011;                    North         East    Units  Estimated Accuracy
 EW9011;SPC CA 5     -   644,110.    1,921,100.      MT  (+/- 180 meters Scaled)
 EW9011
 EW9011                          SUPERSEDED SURVEY CONTROL
 EW9011
 EW9011  NGVD 29 (??/??/92) 1190.78   (m)         3906.8    (f) COMPUTED    1 1
 EW9011
 EW9011.Superseded values are not recommended for survey control.
 EW9011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9011.See file dsdata.txt to determine how the superseded data were derived.
 EW9011
 EW9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU296520(NAD 83)
 EW9011_MARKER: S = SPIKE
 EW9011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9011_SP_SET: CULVERT
 EW9011_STAMPING: BM
 EW9011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9011
 EW9011  HISTORY     - Date     Condition        Report By
 EW9011  HISTORY     - UNK      MONUMENTED       CGS
 EW9011  HISTORY     - 1974     GOOD             CA-037
 EW9011
 EW9011                          STATION DESCRIPTION
 EW9011
 EW9011'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9011'0.45 MI NW FROM GORMAN.
 EW9011'ON FRONTAGE ROAD (PEACE VALLEY ROAD--OLD U.S. HIGHWAY 99), 0.2 MILE
 EW9011'SOUTH OF INTERSECTION OF OLD POST ROAD AND OLD SCHOOL ROAD IN GORMAN,
 EW9011'THENCE 0.45 MILE NORTHWESTERLY ON FRONTAGE ROAD, 39.9 FEET SOUTHERLY
 EW9011'OF APPROXIMATE CENTER OF PAVEMENT.  SET IN TOP OF CONCRETE HEADWALL
 EW9011'FOR A TRIPLE BOX CULVERT, 4.6 FEET WEST OF THE NORTHEASTERLY POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3398 ***********************************************************************
 EW3398  DESIGNATION -  102 103 LA CO
 EW3398  PID         -  EW3398
 EW3398  STATE/COUNTY-  CA/LOS ANGELES
 EW3398  USGS QUAD   -  LEBEC (1991)
 EW3398
 EW3398                         *CURRENT SURVEY CONTROL
 EW3398  ___________________________________________________________________
 EW3398* NAD 83(1986)-  34 47 49.     (N)    118 51 17.     (W)     SCALED    
 EW3398* NAVD 88     -      1171.81   (+/-2cm)    3844.5    (feet)  VERTCON   
 EW3398  ___________________________________________________________________
 EW3398  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EW3398  VERT ORDER  -  THIRD (See Below)
 EW3398
 EW3398.The horizontal coordinates were scaled from a topographic map and have
 EW3398.an estimated accuracy of +/- 6 seconds.
 EW3398
 EW3398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3398.The vertical order pertains to the NGVD 29 superseded value.
 EW3398
 EW3398.The geoid height was determined by GEOID03.
 EW3398
 EW3398;                    North         East    Units  Estimated Accuracy
 EW3398;SPC CA 5     -   644,200.    1,921,790.      MT  (+/- 180 meters Scaled)
 EW3398
 EW3398                          SUPERSEDED SURVEY CONTROL
 EW3398
 EW3398  NGVD 29 (??/??/??) 1170.89   (m)         3841.5    (f) RESET       3  
 EW3398
 EW3398.Superseded values are not recommended for survey control.
 EW3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3398.See file dsdata.txt to determine how the superseded data were derived.
 EW3398
 EW3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU303520(NAD 83)
 EW3398_MARKER: S = SPIKE
 EW3398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3398_SP_SET: CULVERT
 EW3398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3398
 EW3398  HISTORY     - Date     Condition        Report By
 EW3398  HISTORY     - UNK      MONUMENTED       CA-037
 EW3398  HISTORY     - 1968     GOOD             CA-037
 EW3398  HISTORY     - 1970     GOOD             NGS
 EW3398
 EW3398                          STATION DESCRIPTION
 EW3398
 EW3398'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW3398'0.2 MI NW FROM GORMAN.
 EW3398'GORMAN, 0.15 MI NW, ON FRONTAGE ROAD WHICH IS OLD U.S. HIGHWAY
 EW3398'99, 47.0 FT NE OF APPROXIMATE CENTER LINE OF RD IN THE NE
 EW3398'CONCRETE HEADWALL OF CULVERT AT HWY STATION NO 628+21.  SET IN
 EW3398'LEAD IN THE TOP OF THE CONCRETE HEADWALL 3.4 FT SE OF NW END.
 EW3398'BM IS STAMPED IN LEAD, 102-103 IS CHISELED ON TOP OF CONCRETE
 EW3398'HEADWALL.
 EW3398
 EW3398                          STATION RECOVERY (1970)
 EW3398
 EW3398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EW3398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3399 ***********************************************************************
 EW3399  DESIGNATION -  102 104 LA CO
 EW3399  PID         -  EW3399
 EW3399  STATE/COUNTY-  CA/LOS ANGELES
 EW3399  USGS QUAD   -  LEBEC (1991)
 EW3399
 EW3399                         *CURRENT SURVEY CONTROL
 EW3399  ___________________________________________________________________
 EW3399* NAD 83(1986)-  34 47 46.     (N)    118 51 54.     (W)     SCALED    
 EW3399* NAVD 88     -      1208.84   (+/-2cm)    3966.0    (feet)  VERTCON   
 EW3399  ___________________________________________________________________
 EW3399  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EW3399  VERT ORDER  -  THIRD (See Below)
 EW3399
 EW3399.The horizontal coordinates were scaled from a topographic map and have
 EW3399.an estimated accuracy of +/- 6 seconds.
 EW3399
 EW3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3399.The vertical order pertains to the NGVD 29 superseded value.
 EW3399
 EW3399.The geoid height was determined by GEOID03.
 EW3399
 EW3399;                    North         East    Units  Estimated Accuracy
 EW3399;SPC CA 5     -   644,110.    1,920,850.      MT  (+/- 180 meters Scaled)
 EW3399
 EW3399                          SUPERSEDED SURVEY CONTROL
 EW3399
 EW3399  NGVD 29 (??/??/??) 1207.92   (m)         3963.0    (f) RESET       3  
 EW3399
 EW3399.Superseded values are not recommended for survey control.
 EW3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3399.See file dsdata.txt to determine how the superseded data were derived.
 EW3399
 EW3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU293520(NAD 83)
 EW3399_MARKER: S = SPIKE
 EW3399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3399_SP_SET: CULVERT
 EW3399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3399
 EW3399  HISTORY     - Date     Condition        Report By
 EW3399  HISTORY     - UNK      MONUMENTED       CA-037
 EW3399  HISTORY     - 1968     GOOD             CA-037
 EW3399  HISTORY     - 1970     GOOD             NGS
 EW3399
 EW3399                          STATION DESCRIPTION
 EW3399
 EW3399'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW3399'0.8 MI NW FROM GORMAN.
 EW3399'GORMAN, 0.75 MI NW, ON FRONTAGE ROAD WHICH IS OLD U.S. HWY
 EW3399'99, 52.8 FT SW OF THE APPROXIMATE CENTER LINE OF THE ROAD, 17.7
 EW3399'FT NE OF A BARBED WIRE FENCE, IN THE CONCRETE HEADWALL OF
 EW3399'CULVERT AT HIGHWAY STATION NO 657+17.  SET IN THE TOP OF CONCRETE
 EW3399'HEADWALL OF CULVERT 4.3 FT NW OF SE END.
 EW3399
 EW3399                          STATION RECOVERY (1970)
 EW3399
 EW3399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EW3399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3407 ***********************************************************************
 EW3407  DESIGNATION -  102 106
 EW3407  PID         -  EW3407
 EW3407  STATE/COUNTY-  CA/LOS ANGELES
 EW3407  USGS QUAD   -  LEBEC (1991)
 EW3407
 EW3407                         *CURRENT SURVEY CONTROL
 EW3407  ___________________________________________________________________
 EW3407* NAD 83(1986)-  34 47 53.     (N)    118 52 28.     (W)     SCALED    
 EW3407* NAVD 88     -      1249.356  (meters)    4098.93   (feet)  ADJUSTED  
 EW3407  ___________________________________________________________________
 EW3407  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EW3407  DYNAMIC HT  -        1247.853 (meters)    4094.00  (feet)  COMP
 EW3407  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 EW3407
 EW3407  VERT ORDER  -  FIRST     CLASS I
 EW3407
 EW3407.The horizontal coordinates were scaled from a topographic map and have
 EW3407.an estimated accuracy of +/- 6 seconds.
 EW3407
 EW3407.The orthometric height was determined by differential leveling
 EW3407.and adjusted in June 1991.
 EW3407.WARNING-Repeat measurements at this control monument indicate possible
 EW3407.vertical movement.
 EW3407
 EW3407.The geoid height was determined by GEOID03.
 EW3407
 EW3407.The dynamic height is computed by dividing the NAVD 88
 EW3407.geopotential number by the normal gravity value computed on the
 EW3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3407.degrees latitude (g = 980.6199 gals.).
 EW3407
 EW3407.The modeled gravity was interpolated from observed gravity values.
 EW3407
 EW3407;                    North         East    Units  Estimated Accuracy
 EW3407;SPC CA 5     -   644,340.    1,919,990.      MT  (+/- 180 meters Scaled)
 EW3407
 EW3407                          SUPERSEDED SURVEY CONTROL
 EW3407
 EW3407  NGVD 29 (??/??/92) 1248.462  (m)         4096.00   (f) ADJ UNCH    1 1
 EW3407
 EW3407.Superseded values are not recommended for survey control.
 EW3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3407.See file dsdata.txt to determine how the superseded data were derived.
 EW3407
 EW3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU285522(NAD 83)
 EW3407_MARKER: DD = SURVEY DISK
 EW3407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW3407_SP_SET: HEADWALL
 EW3407_STAMPING: BM 102-106 1968 5869
 EW3407_MARK LOGO: CA-037
 EW3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3407+STABILITY: SURFACE MOTION
 EW3407
 EW3407  HISTORY     - Date     Condition        Report By
 EW3407  HISTORY     - 1968     MONUMENTED       CA-037
 EW3407  HISTORY     - 1971     GOOD             NGS
 EW3407  HISTORY     - 1978     GOOD             NGS
 EW3407  HISTORY     - 1983     GOOD             USGS
 EW3407  HISTORY     - 1984     GOOD             NGS
 EW3407  HISTORY     - 1985     GOOD             NGS
 EW3407  HISTORY     - 1986     GOOD             NGS
 EW3407  HISTORY     - 1987     GOOD             NGS
 EW3407
 EW3407                          STATION DESCRIPTION
 EW3407
 EW3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3407'1.4 MI W FROM GORMAN.
 EW3407'1.45 MILES WEST ALONG PEACE VALLEY ROAD FROM THE JUNCTION OF
 EW3407'GORMAN SCHOOL ROAD AT GORMAN, 0.45 MILE NORTHWEST OF THE JUNCTION
 EW3407'OF HUNGRY VALLEY ROAD, AT THE NORTH END OF A CONCRETE LINED
 EW3407'DRAIN DITCH, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE
 EW3407'TOP AND 1.6 FEET EAST OF THE WEST END OF THE SOUTH HEAD WALL OF A
 EW3407'DOUBLE CONCRETE BOX CULVERT, 4 1/2 FEET LOWER THAN THE ROAD.
 EW3407'SECTION 10, T 19 W, R 8 N.
 EW3407
 EW3407                          STATION RECOVERY (1978)
 EW3407
 EW3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3407'RECOVERED IN GOOD CONDITION.
 EW3407
 EW3407                          STATION RECOVERY (1983)
 EW3407
 EW3407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW3407'RECOVERED IN GOOD CONDITION.
 EW3407
 EW3407                          STATION RECOVERY (1984)
 EW3407
 EW3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW3407'RECOVERED IN GOOD CONDITION.
 EW3407
 EW3407                          STATION RECOVERY (1985)
 EW3407
 EW3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW3407'RECOVERED IN GOOD CONDITION.
 EW3407
 EW3407                          STATION RECOVERY (1986)
 EW3407
 EW3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW3407'RECOVERED IN GOOD CONDITION.
 EW3407
 EW3407                          STATION RECOVERY (1987)
 EW3407
 EW3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3442 ***********************************************************************
 EW3442  DESIGNATION -  102 107
 EW3442  PID         -  EW3442
 EW3442  STATE/COUNTY-  CA/LOS ANGELES
 EW3442  USGS QUAD   -  FRAZIER MTN (1991)
 EW3442
 EW3442                         *CURRENT SURVEY CONTROL
 EW3442  ___________________________________________________________________
 EW3442* NAD 83(1986)-  34 48 09.     (N)    118 52 38.     (W)     SCALED    
 EW3442* NAVD 88     -      1275.272  (meters)    4183.95   (feet)  ADJUSTED  
 EW3442  ___________________________________________________________________
 EW3442  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EW3442  DYNAMIC HT  -        1273.745 (meters)    4178.95  (feet)  COMP
 EW3442  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 EW3442
 EW3442  VERT ORDER  -  FIRST     CLASS I
 EW3442
 EW3442.The horizontal coordinates were scaled from a topographic map and have
 EW3442.an estimated accuracy of +/- 6 seconds.
 EW3442
 EW3442.The orthometric height was determined by differential leveling
 EW3442.and adjusted in June 1991.
 EW3442.WARNING-Repeat measurements at this control monument indicate possible
 EW3442.vertical movement.
 EW3442
 EW3442.The geoid height was determined by GEOID03.
 EW3442
 EW3442.The dynamic height is computed by dividing the NAVD 88
 EW3442.geopotential number by the normal gravity value computed on the
 EW3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3442.degrees latitude (g = 980.6199 gals.).
 EW3442
 EW3442.The modeled gravity was interpolated from observed gravity values.
 EW3442
 EW3442;                    North         East    Units  Estimated Accuracy
 EW3442;SPC CA 5     -   644,830.    1,919,740.      MT  (+/- 180 meters Scaled)
 EW3442
 EW3442                          SUPERSEDED SURVEY CONTROL
 EW3442
 EW3442  NGVD 29 (??/??/92) 1274.351  (m)         4180.93   (f) ADJ UNCH    1 1
 EW3442
 EW3442.Superseded values are not recommended for survey control.
 EW3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3442.See file dsdata.txt to determine how the superseded data were derived.
 EW3442
 EW3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU282527(NAD 83)
 EW3442_MARKER: DD = SURVEY DISK
 EW3442_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW3442_SP_SET: OVERPASS CURB
 EW3442_STAMPING: BM 102-107 1968 5869
 EW3442_MARK LOGO: CA-037
 EW3442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW3442+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2008
 EW3442
 EW3442  HISTORY     - Date     Condition        Report By
 EW3442  HISTORY     - 1968     MONUMENTED       CA-037
 EW3442  HISTORY     - 1971     GOOD             NGS
 EW3442  HISTORY     - 1974     GOOD             CA-037
 EW3442  HISTORY     - 1978     GOOD             NGS
 EW3442  HISTORY     - 1983     GOOD             USGS
 EW3442  HISTORY     - 1984     GOOD             NGS
 EW3442  HISTORY     - 1985     GOOD             NGS
 EW3442  HISTORY     - 1986     GOOD             NGS
 EW3442  HISTORY     - 1987     GOOD             NGS
 EW3442  HISTORY     - 20080621 GOOD             GEOCAC
 EW3442
 EW3442                          STATION DESCRIPTION
 EW3442
 EW3442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3442'1.8 MI W FROM GORMAN.
 EW3442'1.85 MILES WEST ALONG PEACE VALLEY ROAD FROM THE JUNCTION OF
 EW3442'GORMAN SCHOOL ROAD AT GORMAN, IN THE TOP AND 1.2 FEET NORTHEAST
 EW3442'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE CURB OF THE EL
 EW3442'TEJON OVERPASS OVER INTERSTATE HIGHWAY 5, 58 FEET NORTHEAST OF
 EW3442'THE CENTER LINE OF PEACE VALLEY ROAD, 1 FOOT HIGHER THAN THE
 EW3442'ROAD.  SECTION 3, T 19 W, R 8 N.
 EW3442
 EW3442                          STATION RECOVERY (1974)
 EW3442
 EW3442'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW3442'PEACE VALLEY ROAD.  0.2 MILE NORTH OF THE EL TEJON OVER-PASS BRIDGE
 EW3442'NUMBER 53-1779.  38.0 FEET EAST OF THE CENTER DIVIDER.  31.5 FEET
 EW3442'SOUTHWEST OF THE NORTH END OF A 6-FOOT CHAIN-LINK FENCE.  SET IN THE
 EW3442'EAST EDGE OF THE CONCRETE ROADWAY.
 EW3442
 EW3442                          STATION RECOVERY (1978)
 EW3442
 EW3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3442'RECOVERED IN GOOD CONDITION.
 EW3442
 EW3442                          STATION RECOVERY (1983)
 EW3442
 EW3442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW3442'RECOVERED IN GOOD CONDITION.
 EW3442
 EW3442                          STATION RECOVERY (1984)
 EW3442
 EW3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW3442'RECOVERED IN GOOD CONDITION.
 EW3442
 EW3442                          STATION RECOVERY (1985)
 EW3442
 EW3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW3442'RECOVERED IN GOOD CONDITION.
 EW3442
 EW3442                          STATION RECOVERY (1986)
 EW3442
 EW3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW3442'RECOVERED IN GOOD CONDITION.
 EW3442
 EW3442                          STATION RECOVERY (1987)
 EW3442
 EW3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW3442'RECOVERED IN GOOD CONDITION.
 EW3442
 EW3442                          STATION RECOVERY (2008)
 EW3442
 EW3442'RECOVERY NOTE BY GEOCACHING 2008 (JBC)
 EW3442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5254 ***********************************************************************
 EW5254  DESIGNATION -  102 11 V CO
 EW5254  PID         -  EW5254
 EW5254  STATE/COUNTY-  CA/VENTURA
 EW5254  USGS QUAD   -  SANTA PAULA (1967)
 EW5254
 EW5254                         *CURRENT SURVEY CONTROL
 EW5254  ___________________________________________________________________
 EW5254* NAD 83(1986)-  34 20 50.     (N)    119 04 12.     (W)     SCALED    
 EW5254* NAVD 88     -        73.95   (+/-2cm)     242.6    (feet)  VERTCON   
 EW5254  ___________________________________________________________________
 EW5254  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW5254  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5254
 EW5254.The horizontal coordinates were scaled from a topographic map and have
 EW5254.an estimated accuracy of +/- 6 seconds.
 EW5254
 EW5254.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5254.The vertical order pertains to the NGVD 29 superseded value.
 EW5254
 EW5254.The geoid height was determined by GEOID03.
 EW5254
 EW5254;                    North         East    Units  Estimated Accuracy
 EW5254;SPC CA 5     -   594,500.    1,901,560.      MT  (+/- 180 meters Scaled)
 EW5254
 EW5254                          SUPERSEDED SURVEY CONTROL
 EW5254
 EW5254  NGVD 29 (??/??/92)   73.18   (m)          240.1    (f) COMPUTED    1 1
 EW5254
 EW5254.Superseded values are not recommended for survey control.
 EW5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5254.See file dsdata.txt to determine how the superseded data were derived.
 EW5254
 EW5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU096025(NAD 83)
 EW5254_MARKER: DD = SURVEY DISK
 EW5254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5254_SP_SET: CURB
 EW5254_STAMPING: 1969 102-11
 EW5254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5254
 EW5254  HISTORY     - Date     Condition        Report By
 EW5254  HISTORY     - 1969     MONUMENTED       CA-111
 EW5254
 EW5254                          STATION DESCRIPTION
 EW5254
 EW5254'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5254'AT SANTA PAULA.
 EW5254'IN THE CITY OF SANTA PAULA AT THE INTERSECTION OF PALM AVENUE AND
 EW5254'HARVARD BOULEVARD, 92 FT E OF THE CENTERLINE OF PALM AVENUE, 33
 EW5254'FT N OF THE CENTERLINE OF HARVARD BOULEVARD, A STANDARD VENTURA
 EW5254'COUNTY BENCH MARK STAMPED 1969 102-11, SET FLUSH IN 8 IN CONCRETE
 EW5254'CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3449 ***********************************************************************
 EW3449  DESIGNATION -  102 110
 EW3449  PID         -  EW3449
 EW3449  STATE/COUNTY-  CA/LOS ANGELES
 EW3449  USGS QUAD   -  FRAZIER MTN (1991)
 EW3449
 EW3449                         *CURRENT SURVEY CONTROL
 EW3449  ___________________________________________________________________
 EW3449* NAD 83(1986)-  34 48 47.     (N)    118 53 09.     (W)     SCALED    
 EW3449* NAVD 88     -      1196.959  (meters)    3927.02   (feet)  ADJUSTED  
 EW3449  ___________________________________________________________________
 EW3449  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EW3449  DYNAMIC HT  -        1195.543 (meters)    3922.38  (feet)  COMP
 EW3449  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 EW3449
 EW3449  VERT ORDER  -  FIRST     CLASS I
 EW3449
 EW3449.The horizontal coordinates were scaled from a topographic map and have
 EW3449.an estimated accuracy of +/- 6 seconds.
 EW3449
 EW3449.The orthometric height was determined by differential leveling
 EW3449.and adjusted in June 1991.
 EW3449.WARNING-Repeat measurements at this control monument indicate possible
 EW3449.vertical movement.
 EW3449
 EW3449.The geoid height was determined by GEOID03.
 EW3449
 EW3449.The dynamic height is computed by dividing the NAVD 88
 EW3449.geopotential number by the normal gravity value computed on the
 EW3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3449.degrees latitude (g = 980.6199 gals.).
 EW3449
 EW3449.The modeled gravity was interpolated from observed gravity values.
 EW3449
 EW3449;                    North         East    Units  Estimated Accuracy
 EW3449;SPC CA 5     -   646,010.    1,918,960.      MT  (+/- 180 meters Scaled)
 EW3449
 EW3449                          SUPERSEDED SURVEY CONTROL
 EW3449
 EW3449  NGVD 29 (??/??/92) 1196.059  (m)         3924.07   (f) ADJ UNCH    1 1
 EW3449
 EW3449.Superseded values are not recommended for survey control.
 EW3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3449.See file dsdata.txt to determine how the superseded data were derived.
 EW3449
 EW3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU275539(NAD 83)
 EW3449_MARKER: DD = SURVEY DISK
 EW3449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW3449_SP_SET: HEADWALL
 EW3449_STAMPING: BM 102-110 1968 5869
 EW3449_MARK LOGO: CA-037
 EW3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3449+STABILITY: SURFACE MOTION
 EW3449
 EW3449  HISTORY     - Date     Condition        Report By
 EW3449  HISTORY     - 1968     MONUMENTED       CA-037
 EW3449  HISTORY     - 1971     GOOD             NGS
 EW3449  HISTORY     - 1978     GOOD             NGS
 EW3449  HISTORY     - 1983     GOOD             USGS
 EW3449  HISTORY     - 1984     GOOD             NGS
 EW3449  HISTORY     - 1985     GOOD             NGS
 EW3449  HISTORY     - 1986     GOOD             NGS
 EW3449  HISTORY     - 1987     GOOD             NGS
 EW3449
 EW3449                          STATION DESCRIPTION
 EW3449
 EW3449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3449'2.8 MI W FROM GORMAN.
 EW3449'2.75 MILES WEST ALONG PEACE VALLEY ROAD FROM THE JUNCTION OF
 EW3449'GORMAN SCHOOL ROAD AT GORMAN, 0.35 MILE SOUTH OF THE LOS
 EW3449'ANGELES-KERN COUNTY LINE, 35 FEET WEST OF THE CENTER LINE OF THE
 EW3449'WEST LANES OF THE ROAD, IN THE TOP AND 4.5 FEET SOUTH OF THE
 EW3449'NORTH END OF THE WEST HEAD WALL OF A LARGE CONCRETE BOX CULVERT
 EW3449'NO. D 750+94, ABOUT 1 1/2 FEET LOWER THAN THE ROAD.  SECTION
 EW3449'3, T 19 W, R 8 N.
 EW3449
 EW3449                          STATION RECOVERY (1978)
 EW3449
 EW3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3449'RECOVERED IN GOOD CONDITION.
 EW3449
 EW3449                          STATION RECOVERY (1983)
 EW3449
 EW3449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW3449'RECOVERED IN GOOD CONDITION.
 EW3449
 EW3449                          STATION RECOVERY (1984)
 EW3449
 EW3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW3449'RECOVERED IN GOOD CONDITION.
 EW3449
 EW3449                          STATION RECOVERY (1985)
 EW3449
 EW3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW3449'RECOVERED IN GOOD CONDITION.
 EW3449
 EW3449                          STATION RECOVERY (1986)
 EW3449
 EW3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW3449'RECOVERED IN GOOD CONDITION.
 EW3449
 EW3449                          STATION RECOVERY (1987)
 EW3449
 EW3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW3449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7039 ***********************************************************************
 EW7039  DESIGNATION -  102 111 A
 EW7039  PID         -  EW7039
 EW7039  STATE/COUNTY-  CA/LOS ANGELES
 EW7039  USGS QUAD   -  FRAZIER MTN (1991)
 EW7039
 EW7039                         *CURRENT SURVEY CONTROL
 EW7039  ___________________________________________________________________
 EW7039* NAD 83(1986)-  34 49 01.     (N)    118 52 54.     (W)     SCALED    
 EW7039* NAVD 88     -      1164.600  (meters)    3820.86   (feet)  ADJUSTED  
 EW7039  ___________________________________________________________________
 EW7039  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EW7039  DYNAMIC HT  -        1163.224 (meters)    3816.34  (feet)  COMP
 EW7039  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 EW7039
 EW7039  VERT ORDER  -  FIRST     CLASS II
 EW7039
 EW7039.The horizontal coordinates were scaled from a topographic map and have
 EW7039.an estimated accuracy of +/- 6 seconds.
 EW7039
 EW7039.The orthometric height was determined by differential leveling
 EW7039.and adjusted in June 1991.
 EW7039
 EW7039.Photographs are available for this station.
 EW7039
 EW7039.The geoid height was determined by GEOID03.
 EW7039
 EW7039.The dynamic height is computed by dividing the NAVD 88
 EW7039.geopotential number by the normal gravity value computed on the
 EW7039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7039.degrees latitude (g = 980.6199 gals.).
 EW7039
 EW7039.The modeled gravity was interpolated from observed gravity values.
 EW7039
 EW7039;                    North         East    Units  Estimated Accuracy
 EW7039;SPC CA 5     -   646,440.    1,919,340.      MT  (+/- 180 meters Scaled)
 EW7039
 EW7039                          SUPERSEDED SURVEY CONTROL
 EW7039
 EW7039.No superseded survey control is available for this station.
 EW7039
 EW7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU279543(NAD 83)
 EW7039_MARKER: DB = BENCH MARK DISK
 EW7039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW7039_SP_SET: CONCRETE HEADWALL
 EW7039_STAMPING: BM 102-111A 1979 22726
 EW7039_MARK LOGO: CA-037
 EW7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7039+STABILITY: SURFACE MOTION
 EW7039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW7039+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 EW7039
 EW7039  HISTORY     - Date     Condition        Report By
 EW7039  HISTORY     - 1979     MONUMENTED       CA-037
 EW7039  HISTORY     - 1983     GOOD             USGS
 EW7039  HISTORY     - 1984     GOOD             NGS
 EW7039  HISTORY     - 1985     GOOD             NGS
 EW7039  HISTORY     - 1986     GOOD             NGS
 EW7039  HISTORY     - 1987     GOOD             NGS
 EW7039  HISTORY     - 20031201 GOOD             JCLS
 EW7039  HISTORY     - 20051114 GOOD             JCLS
 EW7039
 EW7039                          STATION DESCRIPTION
 EW7039
 EW7039'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7039'3 MI NW FROM GORMAN.
 EW7039'3 MILES NORTHWEST ALONG INTERSTATE 5 FREEWAY FROM GORMAN,
 EW7039'AT LOS ANGELES COUNTY AT KERN COUNTY LINE, 60.0
 EW7039'3 MILES NORTHWEST ALONG INTERSTATE 5 FREEWAY FROM GORMAN,
 EW7039'FT EAST OF INTERSTATE 5 FREEWAY OFF RAMP(NORTH BOUND) AT FRAZIER MTN.
 EW7039'PARK ROAD,  44.0 FT SOUTH OF CENTER OF FRAZIER MTN. PARK ROAD.  SET IN
 EW7039'TOP OF CONCRETE HEADWALL, ONE FOOT WEST OF EAST END.
 EW7039
 EW7039                          STATION RECOVERY (1984)
 EW7039
 EW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7039'RECOVERED IN GOOD CONDITION.
 EW7039
 EW7039                          STATION RECOVERY (1985)
 EW7039
 EW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7039'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING IS BM 102-111 A 1979
 EW7039'22726.
 EW7039
 EW7039                          STATION RECOVERY (1986)
 EW7039
 EW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7039'RECOVERED IN GOOD CONDITION.
 EW7039
 EW7039                          STATION RECOVERY (1987)
 EW7039
 EW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7039'RECOVERED IN GOOD CONDITION.
 EW7039
 EW7039                          STATION RECOVERY (2003)
 EW7039
 EW7039'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 EW7039'RECOVERED IN GOOD CONDITION.
 EW7039
 EW7039                          STATION RECOVERY (2005)
 EW7039
 EW7039'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 EW7039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7040 ***********************************************************************
 EW7040  DESIGNATION -  102 112 A
 EW7040  PID         -  EW7040
 EW7040  STATE/COUNTY-  CA/LOS ANGELES
 EW7040  USGS QUAD   -  FRAZIER MTN (1991)
 EW7040
 EW7040                         *CURRENT SURVEY CONTROL
 EW7040  ___________________________________________________________________
 EW7040* NAD 83(1986)-  34 49 01.     (N)    118 52 54.     (W)     SCALED    
 EW7040* NAVD 88     -      1165.131  (meters)    3822.60   (feet)  ADJUSTED  
 EW7040  ___________________________________________________________________
 EW7040  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EW7040  DYNAMIC HT  -        1163.755 (meters)    3818.09  (feet)  COMP
 EW7040  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 EW7040
 EW7040  VERT ORDER  -  FIRST     CLASS II
 EW7040
 EW7040.The horizontal coordinates were scaled from a topographic map and have
 EW7040.an estimated accuracy of +/- 6 seconds.
 EW7040
 EW7040.The orthometric height was determined by differential leveling
 EW7040.and adjusted in June 1991.
 EW7040
 EW7040.The geoid height was determined by GEOID03.
 EW7040
 EW7040.The dynamic height is computed by dividing the NAVD 88
 EW7040.geopotential number by the normal gravity value computed on the
 EW7040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7040.degrees latitude (g = 980.6199 gals.).
 EW7040
 EW7040.The modeled gravity was interpolated from observed gravity values.
 EW7040
 EW7040;                    North         East    Units  Estimated Accuracy
 EW7040;SPC CA 5     -   646,440.    1,919,340.      MT  (+/- 180 meters Scaled)
 EW7040
 EW7040                          SUPERSEDED SURVEY CONTROL
 EW7040
 EW7040.No superseded survey control is available for this station.
 EW7040
 EW7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU279543(NAD 83)
 EW7040_MARKER: DB = BENCH MARK DISK
 EW7040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW7040_SP_SET: CONCRETE HEADWALL
 EW7040_STAMPING: BM 102-112A 1979 22726
 EW7040_MARK LOGO: CA-037
 EW7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7040+STABILITY: SURFACE MOTION
 EW7040
 EW7040  HISTORY     - Date     Condition        Report By
 EW7040  HISTORY     - 1979     MONUMENTED       CA-037
 EW7040  HISTORY     - 1983     GOOD             USGS
 EW7040  HISTORY     - 1984     GOOD             NGS
 EW7040  HISTORY     - 1985     GOOD             NGS
 EW7040  HISTORY     - 1986     GOOD             NGS
 EW7040  HISTORY     - 1987     GOOD             NGS
 EW7040
 EW7040                          STATION DESCRIPTION
 EW7040
 EW7040'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7040'3.1 MI NW FROM GORMAN.
 EW7040'3.1 MILES NORTHWEST ALONG INTERSTATE 5 FREEWAY FROM GORMAN, AT THE LOS
 EW7040'ANGELES - KERN COUNTY LINE, AT THE JUNCTION OF
 EW7040'INTERSTATE 5 FREEWAY AND FRAZIER MTN. PARK ROAD AT SE CORNER BETWEEN
 EW7040'OFF RAMP AND FRONTAGE ROAD.  19.0 FT EAST OF EASTERLY LANE OF FREEWAY,
 EW7040'57.0 FT SOUTH OF CENTER OF FRAZIER MTN. PARK ROAD.  SET IN TOP OF
 EW7040'CONCRETE HEADWALL, 0.5 FT SOUTH OF NORTH END.
 EW7040
 EW7040                          STATION RECOVERY (1984)
 EW7040
 EW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7040'RECOVERED IN GOOD CONDITION.
 EW7040
 EW7040                          STATION RECOVERY (1985)
 EW7040
 EW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7040'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING IS BM 102-112 A 1979
 EW7040'22726.
 EW7040
 EW7040                          STATION RECOVERY (1986)
 EW7040
 EW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7040'RECOVERED IN GOOD CONDITION.
 EW7040
 EW7040                          STATION RECOVERY (1987)
 EW7040
 EW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9013 ***********************************************************************
 EW9013  DESIGNATION -  102 116 LA CO
 EW9013  PID         -  EW9013
 EW9013  STATE/COUNTY-  CA/LOS ANGELES
 EW9013  USGS QUAD   -  LEBEC (1991)
 EW9013
 EW9013                         *CURRENT SURVEY CONTROL
 EW9013  ___________________________________________________________________
 EW9013* NAD 83(1986)-  34 49 45.     (N)    118 52 13.     (W)     SCALED    
 EW9013* NAVD 88     -      1114.40   (+/-2cm)    3656.2    (feet)  VERTCON   
 EW9013  ___________________________________________________________________
 EW9013  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EW9013  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9013
 EW9013.The horizontal coordinates were scaled from a topographic map and have
 EW9013.an estimated accuracy of +/- 6 seconds.
 EW9013
 EW9013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9013.The vertical order pertains to the NGVD 29 superseded value.
 EW9013
 EW9013.The geoid height was determined by GEOID03.
 EW9013
 EW9013;                    North         East    Units  Estimated Accuracy
 EW9013;SPC CA 5     -   647,780.    1,920,400.      MT  (+/- 180 meters Scaled)
 EW9013
 EW9013                          SUPERSEDED SURVEY CONTROL
 EW9013
 EW9013  NGVD 29 (??/??/92) 1113.50   (m)         3653.2    (f) COMPUTED    1 1
 EW9013
 EW9013.Superseded values are not recommended for survey control.
 EW9013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9013.See file dsdata.txt to determine how the superseded data were derived.
 EW9013
 EW9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU289556(NAD 83)
 EW9013_MARKER: DD = SURVEY DISK
 EW9013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9013_SP_SET: CULVERT
 EW9013_STAMPING: BM 102 116 RE 7078
 EW9013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9013
 EW9013  HISTORY     - Date     Condition        Report By
 EW9013  HISTORY     - UNK      MONUMENTED       CA-037
 EW9013  HISTORY     - 1974     GOOD             CA-037
 EW9013
 EW9013                          STATION DESCRIPTION
 EW9013
 EW9013'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9013'1.5 MI S FROM LEBEC.
 EW9013'ON LEBEC ROAD IN KERN COUNTY 1.5 MILES SOUTH OF LEBEC POST OFFICE. 178
 EW9013'FEET NORTHERLY OF POWER POLE NO. 1433678E.  51 FEET SOUTHWESTERLY OF
 EW9013'POWER POLE NO. 1433677E.  9.5 FEET EASTERLY OF EAST EDGE OF ROAD
 EW9013'PAVEMENT IN THE TOP AND AT APPROXIMATE CENTER OF CONCRETE HEADWALL OF
 EW9013'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9014 ***********************************************************************
 EW9014  DESIGNATION -  102 118 LA CO
 EW9014  PID         -  EW9014
 EW9014  STATE/COUNTY-  CA/LOS ANGELES
 EW9014  USGS QUAD   -  LEBEC (1991)
 EW9014
 EW9014                         *CURRENT SURVEY CONTROL
 EW9014  ___________________________________________________________________
 EW9014* NAD 83(1986)-  34 50 26.     (N)    118 51 49.     (W)     SCALED    
 EW9014* NAVD 88     -      1067.28   (+/-2cm)    3501.6    (feet)  VERTCON   
 EW9014  ___________________________________________________________________
 EW9014  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EW9014  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9014
 EW9014.The horizontal coordinates were scaled from a topographic map and have
 EW9014.an estimated accuracy of +/- 6 seconds.
 EW9014
 EW9014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9014.The vertical order pertains to the NGVD 29 superseded value.
 EW9014
 EW9014.The geoid height was determined by GEOID03.
 EW9014
 EW9014;                    North         East    Units  Estimated Accuracy
 EW9014;SPC CA 5     -   649,040.    1,921,020.      MT  (+/- 180 meters Scaled)
 EW9014
 EW9014                          SUPERSEDED SURVEY CONTROL
 EW9014
 EW9014  NGVD 29 (??/??/92) 1066.40   (m)         3498.7    (f) COMPUTED    1 1
 EW9014
 EW9014.Superseded values are not recommended for survey control.
 EW9014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9014.See file dsdata.txt to determine how the superseded data were derived.
 EW9014
 EW9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU296569(NAD 83)
 EW9014_MARKER: DD = SURVEY DISK
 EW9014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9014_SP_SET: CATCH BASIN
 EW9014_STAMPING: BM 102-118 RE 7078
 EW9014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9014
 EW9014  HISTORY     - Date     Condition        Report By
 EW9014  HISTORY     - UNK      MONUMENTED       CA-037
 EW9014  HISTORY     - 1974     GOOD             CA-037
 EW9014
 EW9014                          STATION DESCRIPTION
 EW9014
 EW9014'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9014'0.15 MI S FROM LEBEC.
 EW9014'LEBEC ROAD, 0.15 MILE SOUTH OF LEBEC POST OFFICE, OPPOSITE THE
 EW9014'TELEPHONE CO. BUILDING AT HIGHWAY MARKER SIGN A-103+50.  96.5 FEET
 EW9014'SOUTHEASTERLY OF TELEPHONE POLE NO. 1934 GP, 86.5 FEET NORTHEASTERLY
 EW9014'OF TELEPHONE POLE NO NUMBER.  27 FEET EASTERLY OF APPROXIMATE CENTER
 EW9014'OF ROAD PAVEMENT.  3.0 FEET WEST OF FREEWAY FENCE.  MARK SET IN
 EW9014'SOUTHEAST CORNER OF A 5 X 5 FT. CONCRETE CATCH BASIN ABOUT 1 FEET
 EW9014'BELOW ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9015 ***********************************************************************
 EW9015  DESIGNATION -  102 119 LA CO
 EW9015  PID         -  EW9015
 EW9015  STATE/COUNTY-  CA/LOS ANGELES
 EW9015  USGS QUAD   -  LEBEC (1991)
 EW9015
 EW9015                         *CURRENT SURVEY CONTROL
 EW9015  ___________________________________________________________________
 EW9015* NAD 83(1986)-  34 50 40.     (N)    118 52 07.     (W)     SCALED    
 EW9015* NAVD 88     -      1058.24   (+/-2cm)    3471.9    (feet)  VERTCON   
 EW9015  ___________________________________________________________________
 EW9015  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EW9015  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9015
 EW9015.The horizontal coordinates were scaled from a topographic map and have
 EW9015.an estimated accuracy of +/- 6 seconds.
 EW9015
 EW9015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9015.The vertical order pertains to the NGVD 29 superseded value.
 EW9015
 EW9015.The geoid height was determined by GEOID03.
 EW9015
 EW9015;                    North         East    Units  Estimated Accuracy
 EW9015;SPC CA 5     -   649,480.    1,920,560.      MT  (+/- 180 meters Scaled)
 EW9015
 EW9015                          SUPERSEDED SURVEY CONTROL
 EW9015
 EW9015  NGVD 29 (??/??/92) 1057.37   (m)         3469.1    (f) COMPUTED    1 1
 EW9015
 EW9015.Superseded values are not recommended for survey control.
 EW9015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9015.See file dsdata.txt to determine how the superseded data were derived.
 EW9015
 EW9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU291573(NAD 83)
 EW9015_MARKER: DD = SURVEY DISK
 EW9015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9015_SP_SET: CULVERT
 EW9015_STAMPING: BM 102-119 RE 7078
 EW9015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9015
 EW9015  HISTORY     - Date     Condition        Report By
 EW9015  HISTORY     - UNK      MONUMENTED       CA-037
 EW9015  HISTORY     - 1974     GOOD             CA-037
 EW9015
 EW9015                          STATION DESCRIPTION
 EW9015
 EW9015'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9015'0.2 MI N FROM LEBEC.
 EW9015'LEBEC ROAD, 0.2 MILE NORTH OF LEBEC POST OFFICE.  163.5 FEET NORTH OF
 EW9015'APPROXIMATE CENTER OF CANYON DRIVE.  79.5 FEET NORTHEASTERLY OF
 EW9015'TELEPHONE POLE NO. 834GP.  72 FEET WEST OF TELEPHONE POLE NO NUMBER.
 EW9015'2.5 FEET WEST OF WEST EDGE OF ROAD PAVEMENT.  MARK SET IN TOP OF A
 EW9015'CONCRETE HEADWALL CULVERT 1 FOOT NORTH OF THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5249 ***********************************************************************
 EW5249  DESIGNATION -  102 12 V CO
 EW5249  PID         -  EW5249
 EW5249  STATE/COUNTY-  CA/VENTURA
 EW5249  USGS QUAD   -  SANTA PAULA (1967)
 EW5249
 EW5249                         *CURRENT SURVEY CONTROL
 EW5249  ___________________________________________________________________
 EW5249* NAD 83(1986)-  34 21 20.     (N)    119 03 05.     (W)     SCALED    
 EW5249* NAVD 88     -        86.19   (+/-2cm)     282.8    (feet)  VERTCON   
 EW5249  ___________________________________________________________________
 EW5249  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW5249  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5249
 EW5249.The horizontal coordinates were scaled from a topographic map and have
 EW5249.an estimated accuracy of +/- 6 seconds.
 EW5249
 EW5249.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5249.The vertical order pertains to the NGVD 29 superseded value.
 EW5249
 EW5249.The geoid height was determined by GEOID03.
 EW5249
 EW5249;                    North         East    Units  Estimated Accuracy
 EW5249;SPC CA 5     -   595,410.    1,903,280.      MT  (+/- 180 meters Scaled)
 EW5249
 EW5249                          SUPERSEDED SURVEY CONTROL
 EW5249
 EW5249  NGVD 29 (??/??/92)   85.41   (m)          280.2    (f) COMPUTED    1 1
 EW5249
 EW5249.Superseded values are not recommended for survey control.
 EW5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5249.See file dsdata.txt to determine how the superseded data were derived.
 EW5249
 EW5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU113034(NAD 83)
 EW5249_MARKER: DD = SURVEY DISK
 EW5249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5249_SP_SET: CURB
 EW5249_STAMPING: 1969 102-12
 EW5249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5249
 EW5249  HISTORY     - Date     Condition        Report By
 EW5249  HISTORY     - 1969     MONUMENTED       CA-111
 EW5249
 EW5249                          STATION DESCRIPTION
 EW5249
 EW5249'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5249'AT SANTA PAULA.
 EW5249'IN THE CITY OF SANTA PAULA ON HARVARD BOULEVARD, 300 FT E OF THE
 EW5249'INTERSECTION OF VENTURA STREET, 40 FT S OF THE CENTERLINE OF
 EW5249'HARVARD BOULEVARD, 19 FT W OF THE DIRVE TO SANTA PAULA BOYS
 EW5249'CLUB AT THE RECREATION CENTER PARK, A STANDARD VENTURA COUNTY BENCH
 EW5249'MARK STAMPED 1969 102-12, SET FLUSH IN 6 IN CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9016 ***********************************************************************
 EW9016  DESIGNATION -  102 121 LA CO
 EW9016  PID         -  EW9016
 EW9016  STATE/COUNTY-  CA/LOS ANGELES
 EW9016  USGS QUAD   -  LEBEC (1991)
 EW9016
 EW9016                         *CURRENT SURVEY CONTROL
 EW9016  ___________________________________________________________________
 EW9016* NAD 83(1986)-  34 51 03.     (N)    118 52 27.     (W)     SCALED    
 EW9016* NAVD 88     -      1034.42   (+/-2cm)    3393.8    (feet)  VERTCON   
 EW9016  ___________________________________________________________________
 EW9016  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EW9016  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9016
 EW9016.The horizontal coordinates were scaled from a topographic map and have
 EW9016.an estimated accuracy of +/- 6 seconds.
 EW9016
 EW9016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9016.The vertical order pertains to the NGVD 29 superseded value.
 EW9016
 EW9016.The geoid height was determined by GEOID03.
 EW9016
 EW9016;                    North         East    Units  Estimated Accuracy
 EW9016;SPC CA 5     -   650,190.    1,920,060.      MT  (+/- 180 meters Scaled)
 EW9016
 EW9016                          SUPERSEDED SURVEY CONTROL
 EW9016
 EW9016  NGVD 29 (??/??/92) 1033.55   (m)         3390.9    (f) COMPUTED    1 1
 EW9016
 EW9016.Superseded values are not recommended for survey control.
 EW9016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9016.See file dsdata.txt to determine how the superseded data were derived.
 EW9016
 EW9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU286581(NAD 83)
 EW9016_MARKER: DD = SURVEY DISK
 EW9016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9016_SP_SET: CULVERT
 EW9016_STAMPING: 102-121 RE 7078
 EW9016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9016
 EW9016  HISTORY     - Date     Condition        Report By
 EW9016  HISTORY     - UNK      MONUMENTED       CA-037
 EW9016  HISTORY     - 1974     GOOD             CA-037
 EW9016
 EW9016                          STATION DESCRIPTION
 EW9016
 EW9016'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9016'0.7 MI N FROM LEBEC.
 EW9016'LEBEC ROAD, 0.7 MILE NORTH OF LEBEC POST OFFICE.  134 FEET
 EW9016'SOUTHWESTERLY OF TELEPHONE POLE NO. 21-33-GP.  54 FEET NORTHEASTERLY
 EW9016'OF TELEPHONE POLE NO. 22-A-33 GP.  41 FEET NORTHERLY OF TELEPHONE POLE
 EW9016'NO NUMBER.  9.0 FEET WEST OF WEST EDGE OF ROAD PAVEMENT.  MARK IS SET
 EW9016'IN THE TOP OF CONCRETE HEADWALL OF CULVERT 1.0 FOOT NORTH OF SOUTH
 EW9016'END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9017 ***********************************************************************
 EW9017  DESIGNATION -  102 123 LA CO
 EW9017  PID         -  EW9017
 EW9017  STATE/COUNTY-  CA/LOS ANGELES
 EW9017  USGS QUAD   -  FRAZIER MTN (1991)
 EW9017
 EW9017                         *CURRENT SURVEY CONTROL
 EW9017  ___________________________________________________________________
 EW9017* NAD 83(1986)-  34 51 50.     (N)    118 52 51.     (W)     SCALED    
 EW9017* NAVD 88     -      1009.24   (+/-2cm)    3311.1    (feet)  VERTCON   
 EW9017  ___________________________________________________________________
 EW9017  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EW9017  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9017
 EW9017.The horizontal coordinates were scaled from a topographic map and have
 EW9017.an estimated accuracy of +/- 6 seconds.
 EW9017
 EW9017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9017.The vertical order pertains to the NGVD 29 superseded value.
 EW9017
 EW9017.The geoid height was determined by GEOID03.
 EW9017
 EW9017;                    North         East    Units  Estimated Accuracy
 EW9017;SPC CA 5     -   651,640.    1,919,470.      MT  (+/- 180 meters Scaled)
 EW9017
 EW9017                          SUPERSEDED SURVEY CONTROL
 EW9017
 EW9017  NGVD 29 (??/??/92) 1008.37   (m)         3308.3    (f) COMPUTED    1 1
 EW9017
 EW9017.Superseded values are not recommended for survey control.
 EW9017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9017.See file dsdata.txt to determine how the superseded data were derived.
 EW9017
 EW9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU280595(NAD 83)
 EW9017_MARKER: S = SPIKE
 EW9017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9017_SP_SET: FOOTING
 EW9017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9017
 EW9017  HISTORY     - Date     Condition        Report By
 EW9017  HISTORY     - UNK      MONUMENTED       CGS
 EW9017  HISTORY     - 1974     GOOD             CA-037
 EW9017
 EW9017                          STATION DESCRIPTION
 EW9017
 EW9017'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9017'1.8 MI N FROM LEBEC.
 EW9017'LEBEC ROAD, 1.8 MILES NORTH OF LEBEC POST OFFICE.  74.5 FEET WEST OF A
 EW9017'4 FT. BARBED WIRE FENCE.  MARK IS SET IN THE SOUTHEAST CONCRETE
 EW9017'FOOTING OF EDISON CO. TOWER NO. 357.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9018 ***********************************************************************
 EW9018  DESIGNATION -  102 127 LA CO
 EW9018  PID         -  EW9018
 EW9018  STATE/COUNTY-  CA/LOS ANGELES
 EW9018  USGS QUAD   -  GRAPEVINE (1991)
 EW9018
 EW9018                         *CURRENT SURVEY CONTROL
 EW9018  ___________________________________________________________________
 EW9018* NAD 83(1986)-  34 52 48.     (N)    118 53 58.     (W)     SCALED    
 EW9018* NAVD 88     -       936.17   (+/-2cm)    3071.4    (feet)  VERTCON   
 EW9018  ___________________________________________________________________
 EW9018  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EW9018  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9018
 EW9018.The horizontal coordinates were scaled from a topographic map and have
 EW9018.an estimated accuracy of +/- 6 seconds.
 EW9018
 EW9018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9018.The vertical order pertains to the NGVD 29 superseded value.
 EW9018
 EW9018.The geoid height was determined by GEOID03.
 EW9018
 EW9018;                    North         East    Units  Estimated Accuracy
 EW9018;SPC CA 5     -   653,450.    1,917,780.      MT  (+/- 180 meters Scaled)
 EW9018
 EW9018                          SUPERSEDED SURVEY CONTROL
 EW9018
 EW9018  NGVD 29 (??/??/92)  935.32   (m)         3068.6    (f) COMPUTED    1 1
 EW9018
 EW9018.Superseded values are not recommended for survey control.
 EW9018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9018.See file dsdata.txt to determine how the superseded data were derived.
 EW9018
 EW9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU264613(NAD 83)
 EW9018_MARKER: DD = SURVEY DISK
 EW9018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW9018_SP_SET: BRIDGE
 EW9018_STAMPING: 102-127 1974 RE 7078
 EW9018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9018
 EW9018  HISTORY     - Date     Condition        Report By
 EW9018  HISTORY     - 1974     MONUMENTED       CA-037
 EW9018
 EW9018                          STATION DESCRIPTION
 EW9018
 EW9018'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9018'0.5 MI N FROM FORT TEJON STATE PARK.
 EW9018'DIGIER ROAD, 0.5 MILE NORTH OF FORT TEJON ROAD, AT THE ENTRANCE TO THE
 EW9018'ATLANTIC RICHFIELD CO. TEJON STATION.  84 FEET WEST OF APPROXIMATE
 EW9018'CENTER OF DIGIER ROAD.  MARK IS SET IN THE TOP OF THE NORTHEAST
 EW9018'CONCRETE CORNER OF CATTLE GUARD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9019 ***********************************************************************
 EW9019  DESIGNATION -  102 128 LA CO
 EW9019  PID         -  EW9019
 EW9019  STATE/COUNTY-  CA/LOS ANGELES
 EW9019  USGS QUAD   -  GRAPEVINE (1991)
 EW9019
 EW9019                         *CURRENT SURVEY CONTROL
 EW9019  ___________________________________________________________________
 EW9019* NAD 83(1986)-  34 53 01.     (N)    118 54 00.     (W)     SCALED    
 EW9019* NAVD 88     -       915.05   (+/-2cm)    3002.1    (feet)  VERTCON   
 EW9019  ___________________________________________________________________
 EW9019  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EW9019  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9019
 EW9019.The horizontal coordinates were scaled from a topographic map and have
 EW9019.an estimated accuracy of +/- 6 seconds.
 EW9019
 EW9019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9019.The vertical order pertains to the NGVD 29 superseded value.
 EW9019
 EW9019.The geoid height was determined by GEOID03.
 EW9019
 EW9019;                    North         East    Units  Estimated Accuracy
 EW9019;SPC CA 5     -   653,850.    1,917,730.      MT  (+/- 180 meters Scaled)
 EW9019
 EW9019                          SUPERSEDED SURVEY CONTROL
 EW9019
 EW9019  NGVD 29 (??/??/92)  914.21   (m)         2999.4    (f) COMPUTED    1 1
 EW9019
 EW9019.Superseded values are not recommended for survey control.
 EW9019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9019.See file dsdata.txt to determine how the superseded data were derived.
 EW9019
 EW9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU263617(NAD 83)
 EW9019_MARKER: DD = SURVEY DISK
 EW9019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9019_SP_SET: CATCH BASIN
 EW9019_STAMPING: 102-128 RE 7078
 EW9019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9019
 EW9019  HISTORY     - Date     Condition        Report By
 EW9019  HISTORY     - UNK      MONUMENTED       CA-037
 EW9019  HISTORY     - 1974     GOOD             CA-037
 EW9019
 EW9019                          STATION DESCRIPTION
 EW9019
 EW9019'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9019'0.7 MI N FROM FORT TEJON STATE PARK.
 EW9019'INTERSTATE 5, 0.7 MILE NORTH OF FORT TEJON STATE PARK ON THE WEST SIDE
 EW9019'OF SOUTH BOUND LANES.  28.5 FEET SOUTH OF FREEWAY SIGN ELEVATION 3000
 EW9019'FT.  12.5 FEET WEST OF WEST EDGE OF PAVEMENT.  MARK IS SET IN THE TOP
 EW9019'OF AND 1.5 FEET EAST OF NORTHWEST CORNER OF A 3 X 5 FT. CONCRETE CATCH
 EW9019'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5239 ***********************************************************************
 EW5239  DESIGNATION -  102 13
 EW5239  PID         -  EW5239
 EW5239  STATE/COUNTY-  CA/VENTURA
 EW5239  USGS QUAD   -  SANTA PAULA (1967)
 EW5239
 EW5239                         *CURRENT SURVEY CONTROL
 EW5239  ___________________________________________________________________
 EW5239* NAD 83(1986)-  34 22 07.     (N)    119 01 04.     (W)     SCALED    
 EW5239* NAVD 88     -       103.962  (meters)     341.08   (feet)  ADJUSTED  
 EW5239  ___________________________________________________________________
 EW5239  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EW5239  DYNAMIC HT  -         103.849 (meters)     340.71  (feet)  COMP
 EW5239  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 EW5239
 EW5239  VERT ORDER  -  FIRST     CLASS I
 EW5239
 EW5239.The horizontal coordinates were scaled from a topographic map and have
 EW5239.an estimated accuracy of +/- 6 seconds.
 EW5239
 EW5239.The orthometric height was determined by differential leveling
 EW5239.and adjusted in June 1991.
 EW5239.WARNING-Repeat measurements at this control monument indicate possible
 EW5239.vertical movement.
 EW5239
 EW5239.The geoid height was determined by GEOID03.
 EW5239
 EW5239.The dynamic height is computed by dividing the NAVD 88
 EW5239.geopotential number by the normal gravity value computed on the
 EW5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5239.degrees latitude (g = 980.6199 gals.).
 EW5239
 EW5239.The modeled gravity was interpolated from observed gravity values.
 EW5239
 EW5239;                    North         East    Units  Estimated Accuracy
 EW5239;SPC CA 5     -   596,820.    1,906,390.      MT  (+/- 180 meters Scaled)
 EW5239
 EW5239                          SUPERSEDED SURVEY CONTROL
 EW5239
 EW5239  NGVD 29 (??/??/92)  103.234  (m)          338.69   (f) ADJ UNCH    1 1
 EW5239
 EW5239.Superseded values are not recommended for survey control.
 EW5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5239.See file dsdata.txt to determine how the superseded data were derived.
 EW5239
 EW5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU144048(NAD 83)
 EW5239_MARKER: DD = SURVEY DISK
 EW5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5239_SP_SET: CONCRETE POST
 EW5239_STAMPING: 102-13 1969
 EW5239_MARK LOGO: CA-111
 EW5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5239+STABILITY: SURFACE MOTION
 EW5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5239+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1989
 EW5239
 EW5239  HISTORY     - Date     Condition        Report By
 EW5239  HISTORY     - 1969     MONUMENTED       CA-111
 EW5239  HISTORY     - 1971     GOOD             NGS
 EW5239  HISTORY     - 1977     GOOD             NGS
 EW5239  HISTORY     - 19890424 GOOD             NGS
 EW5239
 EW5239                          STATION DESCRIPTION
 EW5239
 EW5239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5239'2.6 MI NE FROM SANTA PAULA.
 EW5239'2.65 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5239'STATION AT SANTA PAULA, 0.2 MILE EAST OF A PRIVATE ROAD CROSSING,
 EW5239'0.15 MILE WEST OF A PRIATE ROAD CROSSING, 11 POLE NORTHEAST OF
 EW5239'MILE POLE 417, 120 FEET EAST OF THE CENTER LINE OF A CONCRETE DRIVE
 EW5239'SOUTH TO A HOUSE, 39.6 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET
 EW5239'NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF THE DRIVE, 1.1 FEET
 EW5239'NORTH OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE TRACK AND IN THE
 EW5239'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 EW5239
 EW5239                          STATION RECOVERY (1977)
 EW5239
 EW5239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5239'RECOVERED IN GOOD CONDITION.
 EW5239
 EW5239                          STATION RECOVERY (1989)
 EW5239
 EW5239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5239'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, DELETE 1
 EW5239'1/2 FEET NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF THE DRIVE,
 EW5239'DELETE 11 POLES NORTHEAST OF MILE POLE 417, ADD 0.05 M (0.2 FT) ABOVE
 EW5239'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9020 ***********************************************************************
 EW9020  DESIGNATION -  102 130 LA CO
 EW9020  PID         -  EW9020
 EW9020  STATE/COUNTY-  CA/LOS ANGELES
 EW9020  USGS QUAD   -  GRAPEVINE (1991)
 EW9020
 EW9020                         *CURRENT SURVEY CONTROL
 EW9020  ___________________________________________________________________
 EW9020* NAD 83(1986)-  34 53 16.     (N)    118 54 22.     (W)     SCALED    
 EW9020* NAVD 88     -       871.32   (+/-2cm)    2858.7    (feet)  VERTCON   
 EW9020  ___________________________________________________________________
 EW9020  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EW9020  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9020
 EW9020.The horizontal coordinates were scaled from a topographic map and have
 EW9020.an estimated accuracy of +/- 6 seconds.
 EW9020
 EW9020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9020.The vertical order pertains to the NGVD 29 superseded value.
 EW9020
 EW9020.The geoid height was determined by GEOID03.
 EW9020
 EW9020;                    North         East    Units  Estimated Accuracy
 EW9020;SPC CA 5     -   654,310.    1,917,180.      MT  (+/- 180 meters Scaled)
 EW9020
 EW9020                          SUPERSEDED SURVEY CONTROL
 EW9020
 EW9020  NGVD 29 (??/??/92)  870.48   (m)         2855.9    (f) COMPUTED    1 1
 EW9020
 EW9020.Superseded values are not recommended for survey control.
 EW9020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9020.See file dsdata.txt to determine how the superseded data were derived.
 EW9020
 EW9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU258622(NAD 83)
 EW9020_MARKER: DD = SURVEY DISK
 EW9020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9020_SP_SET: RIDGE ROUTE
 EW9020_STAMPING: 102-130 RE 7078
 EW9020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9020
 EW9020  HISTORY     - Date     Condition        Report By
 EW9020  HISTORY     - UNK      MONUMENTED       CA-037
 EW9020  HISTORY     - 1974     GOOD             CA-037
 EW9020
 EW9020                          STATION DESCRIPTION
 EW9020
 EW9020'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9020'1.15 MI N FROM FORT TEJON STATE PARK.
 EW9020'INTERSTATE 5, 1.15 MILES NORTH OF FORT TEJON STATE PARK.  248 FEET
 EW9020'WEST OF WEST EDGE OF PAVEMENT OF SOUTH BOUND LANES.  1.0 FOOT NORTH OF
 EW9020'A 5 FT. BARBED WIRE FENCE AND NEAR A FREEWAY SIGN FORT TEJON EXIT 1
 EW9020'MILE.  MARK IS SET IN CENTER OF OLD CONCRETE RIDGE ROUTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9021 ***********************************************************************
 EW9021  DESIGNATION -  102 131 LA CO
 EW9021  PID         -  EW9021
 EW9021  STATE/COUNTY-  CA/LOS ANGELES
 EW9021  USGS QUAD   -  GRAPEVINE (1991)
 EW9021
 EW9021                         *CURRENT SURVEY CONTROL
 EW9021  ___________________________________________________________________
 EW9021* NAD 83(1986)-  34 53 23.     (N)    118 54 36.     (W)     SCALED    
 EW9021* NAVD 88     -       849.79   (+/-2cm)    2788.0    (feet)  VERTCON   
 EW9021  ___________________________________________________________________
 EW9021  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EW9021  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9021
 EW9021.The horizontal coordinates were scaled from a topographic map and have
 EW9021.an estimated accuracy of +/- 6 seconds.
 EW9021
 EW9021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9021.The vertical order pertains to the NGVD 29 superseded value.
 EW9021
 EW9021.The geoid height was determined by GEOID03.
 EW9021
 EW9021;                    North         East    Units  Estimated Accuracy
 EW9021;SPC CA 5     -   654,530.    1,916,820.      MT  (+/- 180 meters Scaled)
 EW9021
 EW9021                          SUPERSEDED SURVEY CONTROL
 EW9021
 EW9021  NGVD 29 (??/??/92)  848.94   (m)         2785.2    (f) COMPUTED    1 1
 EW9021
 EW9021.Superseded values are not recommended for survey control.
 EW9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9021.See file dsdata.txt to determine how the superseded data were derived.
 EW9021
 EW9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU254624(NAD 83)
 EW9021_MARKER: DD = SURVEY DISK
 EW9021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9021_SP_SET: CATCH BASIN
 EW9021_STAMPING: 102-131 RE 7078
 EW9021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9021
 EW9021  HISTORY     - Date     Condition        Report By
 EW9021  HISTORY     - UNK      MONUMENTED       CA-037
 EW9021  HISTORY     - 1974     GOOD             CA-037
 EW9021
 EW9021                          STATION DESCRIPTION
 EW9021
 EW9021'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9021'1.35 MI N FROM FORT TEJON STATE PARK.
 EW9021'INTERSTATE 5, 1.35 MILES NORTH OF FORT TEJON STATE PARK ON THE WEST
 EW9021'SIDE OF SOUTH BOUND LANES.  342 FEET SOUTH OF A FREEWAY SIGN TRUCKS
 EW9021'ONLY RIGHT LANE.  10.5 FEET WEST OF WEST EDGE OF ROAD PAVEMENT.  MARK
 EW9021'IS SET IN THE TOP OF THE NORTHWEST CORNER OF A 3 X 4 FT. CONCRETE
 EW9021'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5237 ***********************************************************************
 EW5237  DESIGNATION -  102 14
 EW5237  PID         -  EW5237
 EW5237  STATE/COUNTY-  CA/VENTURA
 EW5237  USGS QUAD   -  SANTA PAULA (1967)
 EW5237
 EW5237                         *CURRENT SURVEY CONTROL
 EW5237  ___________________________________________________________________
 EW5237* NAD 83(1986)-  34 22 24.     (N)    119 00 22.     (W)     SCALED    
 EW5237* NAVD 88     -       113.695  (meters)     373.01   (feet)  ADJUSTED  
 EW5237  ___________________________________________________________________
 EW5237  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW5237  DYNAMIC HT  -         113.572 (meters)     372.61  (feet)  COMP
 EW5237  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 EW5237
 EW5237  VERT ORDER  -  FIRST     CLASS I
 EW5237
 EW5237.The horizontal coordinates were scaled from a topographic map and have
 EW5237.an estimated accuracy of +/- 6 seconds.
 EW5237
 EW5237.The orthometric height was determined by differential leveling
 EW5237.and adjusted in June 1991.
 EW5237
 EW5237.The geoid height was determined by GEOID03.
 EW5237
 EW5237.The dynamic height is computed by dividing the NAVD 88
 EW5237.geopotential number by the normal gravity value computed on the
 EW5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5237.degrees latitude (g = 980.6199 gals.).
 EW5237
 EW5237.The modeled gravity was interpolated from observed gravity values.
 EW5237
 EW5237;                    North         East    Units  Estimated Accuracy
 EW5237;SPC CA 5     -   597,340.    1,907,470.      MT  (+/- 180 meters Scaled)
 EW5237
 EW5237                          SUPERSEDED SURVEY CONTROL
 EW5237
 EW5237  NGVD 29 (??/??/92)  112.905  (m)          370.42   (f) ADJ UNCH    1 1
 EW5237
 EW5237.Superseded values are not recommended for survey control.
 EW5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5237.See file dsdata.txt to determine how the superseded data were derived.
 EW5237
 EW5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU155053(NAD 83)
 EW5237_MARKER: DB = BENCH MARK DISK
 EW5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5237_SP_SET: CONCRETE POST
 EW5237_STAMPING: 102-14 1969
 EW5237_MARK LOGO: CA-111
 EW5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5237+STABILITY: SURFACE MOTION
 EW5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5237+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1989
 EW5237
 EW5237  HISTORY     - Date     Condition        Report By
 EW5237  HISTORY     - 1969     MONUMENTED       CA-111
 EW5237  HISTORY     - 1971     GOOD             NGS
 EW5237  HISTORY     - 1977     GOOD             NGS
 EW5237  HISTORY     - 19890424 GOOD             NGS
 EW5237
 EW5237                          STATION DESCRIPTION
 EW5237
 EW5237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5237'3.4 MI NE FROM SANTA PAULA.
 EW5237'3.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5237'STATION AT SANTA PAULA, 0.1 MILE EAST OF MILE POLE 418 AND THE
 EW5237'CROSSING OF A PRIVATE ROAD, 38.3 FEET SOUTH OF THE SOUTH RAIL,
 EW5237'19 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ASPHALT ROAD ALONG
 EW5237'SOUTH SIDE OF TRACKS, 2 FEET NORTHWEST OF THE THIRD POLE EAST OF THE
 EW5237'MILE POLE AND CROSSING, 1.9 FEET NORTH OF A WITNESS POST, 1 FOOT
 EW5237'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 EW5237'0.2 FOOT.
 EW5237
 EW5237                          STATION RECOVERY (1977)
 EW5237
 EW5237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5237'RECOVERED IN GOOD CONDITION.
 EW5237
 EW5237                          STATION RECOVERY (1989)
 EW5237
 EW5237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5237'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTIONS, ADD 66.1
 EW5237'M (216.9 FT) NORTH OF A WIND MACHINE PROJECTING ABOUT 40.0 FT, DELETE
 EW5237'2 FEET NORTHWEST OF THE THIRD POLE EAST OF THE MILE POLE AND
 EW5237'CROSSING, CHANGE 1.9 FEET NORTH OF A WITNESS POST TO 0.3 M (1.0 FT)
 EW5237'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4726 ***********************************************************************
 EW4726  DESIGNATION -  102 15
 EW4726  PID         -  EW4726
 EW4726  STATE/COUNTY-  CA/VENTURA
 EW4726  USGS QUAD   -  FILLMORE (1951)
 EW4726
 EW4726                         *CURRENT SURVEY CONTROL
 EW4726  ___________________________________________________________________
 EW4726* NAD 83(2007)-  34 23 59.76208(N)    118 54 12.35103(W)     ADJUSTED  
 EW4726* NAVD 88     -       146.384  (meters)     480.26   (feet)  ADJUSTED  
 EW4726  ___________________________________________________________________
 EW4726  EPOCH DATE  -        2007.00
 EW4726  X           -  -2,546,408.240 (meters)                     COMP
 EW4726  Y           -  -4,612,157.804 (meters)                     COMP
 EW4726  Z           -   3,583,201.428 (meters)                     COMP
 EW4726  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 EW4726  ELLIP HEIGHT-         111.672 (meters)          (02/10/07) ADJUSTED
 EW4726  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW4726  DYNAMIC HT  -         146.222 (meters)     479.73  (feet)  COMP
 EW4726
 EW4726  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW4726  Type    PID    Designation                      North   East  Ellip
 EW4726  -------------------------------------------------------------------
 EW4726  NETWORK EW4726 102 15                            0.71   1.23   5.82
 EW4726  -------------------------------------------------------------------
 EW4726  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 EW4726
 EW4726  VERT ORDER  -  FIRST     CLASS I
 EW4726
 EW4726.The horizontal coordinates were established by GPS observations
 EW4726.and adjusted by the National Geodetic Survey in February 2007.
 EW4726
 EW4726.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW4726.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW4726.The horizontal coordinates are valid at the epoch date displayed above.
 EW4726.The epoch date for horizontal control is a decimal equivalence
 EW4726.of Year/Month/Day.
 EW4726
 EW4726.The orthometric height was determined by differential leveling
 EW4726.and adjusted in June 1995.
 EW4726.WARNING-Repeat measurements at this control monument indicate possible
 EW4726.vertical movement.
 EW4726
 EW4726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW4726
 EW4726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW4726
 EW4726.The ellipsoidal height was determined by GPS observations
 EW4726.and is referenced to NAD 83.
 EW4726
 EW4726.The geoid height was determined by GEOID03.
 EW4726
 EW4726.The dynamic height is computed by dividing the NAVD 88
 EW4726.geopotential number by the normal gravity value computed on the
 EW4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4726.degrees latitude (g = 980.6199 gals.).
 EW4726
 EW4726.The modeled gravity was interpolated from observed gravity values.
 EW4726
 EW4726;                    North         East     Units Scale Factor Converg.
 EW4726;SPC CA 5     -   600,198.217 1,916,935.954   MT  0.99994079   -0 30 53.9
 EW4726;SPC CA 5     - 1,969,150.32  6,289,147.38   sFT  0.99994079   -0 30 53.9
 EW4726;UTM  11      - 3,808,143.572   325,038.613   MT  0.99997733   -1 04 32.3
 EW4726
 EW4726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW4726!SPC CA 5     -   0.99998247  x   0.99994079  =   0.99992326
 EW4726!UTM  11      -   0.99998247  x   0.99997733  =   0.99995980
 EW4726
 EW4726                          SUPERSEDED SURVEY CONTROL
 EW4726
 EW4726  NAD 83(1994)-  34 23 59.75023(N)    118 54 12.33813(W) AD(1995.00) 1
 EW4726  ELLIP H (11/30/95)  111.717  (m)                       GP(1995.00) 4 2
 EW4726  NAVD 88 (06/15/91)  146.372  (m)          480.22   (f) UNKNOWN     1 1
 EW4726  NGVD 29 (??/??/92)  145.562  (m)          477.56   (f) ADJ UNCH    1 1
 EW4726
 EW4726.Superseded values are not recommended for survey control.
 EW4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4726.See file dsdata.txt to determine how the superseded data were derived.
 EW4726
 EW4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU2503908144(NAD 83)
 EW4726_MARKER: DB = BENCH MARK DISK
 EW4726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4726_SP_SET: CONCRETE POST
 EW4726_STAMPING: 102-15 1969
 EW4726_MARK LOGO: CA-111
 EW4726_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4726+STABILITY: SURFACE MOTION
 EW4726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4726+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4726
 EW4726  HISTORY     - Date     Condition        Report By
 EW4726  HISTORY     - 1969     MONUMENTED       CA-111
 EW4726  HISTORY     - 1971     GOOD             NGS
 EW4726  HISTORY     - 1977     GOOD             NGS
 EW4726  HISTORY     - 19890425 GOOD             NGS
 EW4726  HISTORY     - 19940705 GOOD             NGS
 EW4726
 EW4726                          STATION DESCRIPTION
 EW4726
 EW4726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4726'0.5 MI E FROM FILLMORE.
 EW4726'0.5 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4726'STATION AT FILLMORE, AT THE CROSSING OF AN ASPHALT ROAD LEADING
 EW4726'TO A TEXACO BULK PLANT, 47.3 FEET SOUTH OF THE SOUTH RAIL OF THE
 EW4726'MAIN TRACK, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET
 EW4726'EAST OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 1.9 FEET NORTH
 EW4726'OF THE FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 7 FEET
 EW4726'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 EW4726'0.2 FOOT.
 EW4726
 EW4726                          STATION RECOVERY (1977)
 EW4726
 EW4726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4726'RECOVERED IN GOOD CONDITION.
 EW4726
 EW4726                          STATION RECOVERY (1989)
 EW4726
 EW4726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4726'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.  0.9 KM (0.55
 EW4726'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4726'WITH CENTRAL AVENUE IN FILLMORE.
 EW4726
 EW4726                          STATION RECOVERY (1994)
 EW4726
 EW4726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4726'0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE
 EW4726'IN FILLMORE, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG THE SOUTHERN
 EW4726'PACIFIC RAILROAD, 14.6 M (47.9 FT) SOUTH OF THE NEAR RAIL, 9.0 M (29.5
 EW4726'FT) EAST OF THE CENTER OF A PAVED ROAD, 1.4 M (4.6 FT) BELOW THE LEVEL
 EW4726'OF THE ROAD, 1.2 M (3.9 FT) EAST OF THE NORTHWEST CORNER OF A
 EW4726'CHAIN-LINK FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE,
 EW4726'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0647 ***********************************************************************
 EW0647  DESIGNATION -  102 15 LA CO
 EW0647  PID         -  EW0647
 EW0647  STATE/COUNTY-  CA/LOS ANGELES
 EW0647  USGS QUAD   -  DEL SUR (1995)
 EW0647
 EW0647                         *CURRENT SURVEY CONTROL
 EW0647  ___________________________________________________________________
 EW0647* NAD 83(1986)-  34 42 12.     (N)    118 15 15.     (W)     SCALED    
 EW0647* NAVD 88     -       721.39   (+/-2cm)    2366.8    (feet)  VERTCON   
 EW0647  ___________________________________________________________________
 EW0647  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 EW0647  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0647
 EW0647.The horizontal coordinates were scaled from a topographic map and have
 EW0647.an estimated accuracy of +/- 6 seconds.
 EW0647
 EW0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0647.The vertical order pertains to the NGVD 29 superseded value.
 EW0647
 EW0647.The geoid height was determined by GEOID03.
 EW0647
 EW0647;                    North         East    Units  Estimated Accuracy
 EW0647;SPC CA 5     -   633,510.    1,976,720.      MT  (+/- 180 meters Scaled)
 EW0647
 EW0647                          SUPERSEDED SURVEY CONTROL
 EW0647
 EW0647  NGVD 29 (??/??/92)  720.545  (m)         2363.99   (f) ADJ UNCH    1 1
 EW0647
 EW0647.Superseded values are not recommended for survey control.
 EW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0647.See file dsdata.txt to determine how the superseded data were derived.
 EW0647
 EW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU851408(NAD 83)
 EW0647_MARKER: DD = SURVEY DISK
 EW0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0647_STAMPING: BM 102-15 1957 5869
 EW0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0647+STABILITY: SURFACE MOTION
 EW0647
 EW0647  HISTORY     - Date     Condition        Report By
 EW0647  HISTORY     - 1957     MONUMENTED       CA-037
 EW0647  HISTORY     - 1971     GOOD             NGS
 EW0647
 EW0647                          STATION DESCRIPTION
 EW0647
 EW0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0647'6.6 MI W FROM LANCASTER.
 EW0647'6.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0647'HIGHWAY AT LANCASTER, AT THE NORTHWEST CORNER OF THE JUNCTION
 EW0647'OF 70TH STREET WEST, 32 FEET NORTH OF THE CENTER LINE OF THE
 EW0647'AVENUE, 23 FEET WEST OF THE CENTER LINE OF THE STREET, 2 FEET
 EW0647'NORTH OF A POWER POLE, 4 FEET NORTH OF A FENCE CORNER, 1.0
 EW0647'FOOT EAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE AVENUE,
 EW0647'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EW0647'SECTION 9, T7N, R13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4725 ***********************************************************************
 EW4725  DESIGNATION -  102 16
 EW4725  PID         -  EW4725
 EW4725  STATE/COUNTY-  CA/VENTURA
 EW4725  USGS QUAD   -  FILLMORE (1951)
 EW4725
 EW4725                         *CURRENT SURVEY CONTROL
 EW4725  ___________________________________________________________________
 EW4725* NAD 83(1986)-  34 23 54.     (N)    118 53 42.     (W)     SCALED    
 EW4725* NAVD 88     -       139.894  (meters)     458.97   (feet)  ADJUSTED  
 EW4725  ___________________________________________________________________
 EW4725  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW4725  DYNAMIC HT  -         139.741 (meters)     458.47  (feet)  COMP
 EW4725  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 EW4725
 EW4725  VERT ORDER  -  FIRST     CLASS I
 EW4725
 EW4725.The horizontal coordinates were scaled from a topographic map and have
 EW4725.an estimated accuracy of +/- 6 seconds.
 EW4725
 EW4725.The orthometric height was determined by differential leveling
 EW4725.and adjusted in June 1995.
 EW4725
 EW4725.The geoid height was determined by GEOID03.
 EW4725
 EW4725.The dynamic height is computed by dividing the NAVD 88
 EW4725.geopotential number by the normal gravity value computed on the
 EW4725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4725.degrees latitude (g = 980.6199 gals.).
 EW4725
 EW4725.The modeled gravity was interpolated from observed gravity values.
 EW4725
 EW4725;                    North         East    Units  Estimated Accuracy
 EW4725;SPC CA 5     -   600,010.    1,917,710.      MT  (+/- 180 meters Scaled)
 EW4725
 EW4725                          SUPERSEDED SURVEY CONTROL
 EW4725
 EW4725  NAVD 88 (06/15/91)  139.886  (m)          458.94   (f) UNKNOWN     1 1
 EW4725  NGVD 29 (??/??/92)  139.082  (m)          456.30   (f) ADJ UNCH    1 1
 EW4725
 EW4725.Superseded values are not recommended for survey control.
 EW4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4725.See file dsdata.txt to determine how the superseded data were derived.
 EW4725
 EW4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU258079(NAD 83)
 EW4725_MARKER: DB = BENCH MARK DISK
 EW4725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4725_SP_SET: CONCRETE POST
 EW4725_STAMPING: 102-16 1969
 EW4725_MARK LOGO: CA-111
 EW4725_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4725+STABILITY: SURFACE MOTION
 EW4725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4725+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4725
 EW4725  HISTORY     - Date     Condition        Report By
 EW4725  HISTORY     - 1969     MONUMENTED       CA-111
 EW4725  HISTORY     - 1971     GOOD             NGS
 EW4725  HISTORY     - 1977     GOOD             NGS
 EW4725  HISTORY     - 19890425 GOOD             NGS
 EW4725  HISTORY     - 19940705 GOOD             NGS
 EW4725
 EW4725                          STATION DESCRIPTION
 EW4725
 EW4725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4725'1 MI E FROM FILLMORE.
 EW4725'1.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4725'STATION AT FILLMORE, AT THE CROSSING OF STATE HIGHWAY 126, 42.3
 EW4725'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 61 FEET NORTH OF THE
 EW4725'CENTER LINE OF THE HIGHWAY, 178 FEET NORTHWEST OF THE CENTER
 EW4725'OF THE CROSSING, 20 1/2 FEET NORTH OF A T JUNCTION POWER POLE
 EW4725'WITH THREE GUY WIRES, 2 1/2 FEET SOUTH OF A TELEPHONE POLE,
 EW4725'1.3 FEET SOUTH OF A WITNESS POST, 3 1/2 FEET LOWER THAN THE
 EW4725'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 EW4725
 EW4725                          STATION RECOVERY (1977)
 EW4725
 EW4725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4725'RECOVERED IN GOOD CONDITION.
 EW4725
 EW4725                          STATION RECOVERY (1989)
 EW4725
 EW4725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4725'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.  1.8 KM (1.10
 EW4725'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4725'WITH CENTRAL AVENUE IN FILLMORE.  DELETE 2 1/2 FEET SOUTH OF A
 EW4725'TELEPHONE POLE.
 EW4725
 EW4725                          STATION RECOVERY (1994)
 EW4725
 EW4725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4725'0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE
 EW4725'IN FILLMORE, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG THE SOUTHERN
 EW4725'PACIFIC RAILROAD, 18.7 M (61.4 FT) NORTH OF THE AVENUE CENTERLINE,
 EW4725'13.9 M (45.6 FT) NORTHWEST OF THE EAST END OF A RETAINING WALL, 13.0 M
 EW4725'(42.7 FT) SOUTHWEST OF THE NEAR RAIL, 6.3 M (20.7 FT) NORTH OF UTILITY
 EW4725'POLE NUMBER BF 39443 15E WITH 3 GUY CABLES ATTACHED, 3.3 M (10.8 FT)
 EW4725'NORTHEAST OF A WALL, 1.1 M (3.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 EW4725'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 EW4725'RECESSED 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4723 ***********************************************************************
 EW4723  DESIGNATION -  102 17
 EW4723  PID         -  EW4723
 EW4723  STATE/COUNTY-  CA/VENTURA
 EW4723  USGS QUAD   -  FILLMORE (1951)
 EW4723
 EW4723                         *CURRENT SURVEY CONTROL
 EW4723  ___________________________________________________________________
 EW4723* NAD 83(1986)-  34 23 37.     (N)    118 53 06.     (W)     SCALED    
 EW4723* NAVD 88     -       143.378  (meters)     470.40   (feet)  ADJUSTED  
 EW4723  ___________________________________________________________________
 EW4723  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW4723  DYNAMIC HT  -         143.219 (meters)     469.88  (feet)  COMP
 EW4723  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 EW4723
 EW4723  VERT ORDER  -  FIRST     CLASS I
 EW4723
 EW4723.The horizontal coordinates were scaled from a topographic map and have
 EW4723.an estimated accuracy of +/- 6 seconds.
 EW4723
 EW4723.The orthometric height was determined by differential leveling
 EW4723.and adjusted in June 1995.
 EW4723
 EW4723.The geoid height was determined by GEOID03.
 EW4723
 EW4723.The dynamic height is computed by dividing the NAVD 88
 EW4723.geopotential number by the normal gravity value computed on the
 EW4723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4723.degrees latitude (g = 980.6199 gals.).
 EW4723
 EW4723.The modeled gravity was interpolated from observed gravity values.
 EW4723
 EW4723;                    North         East    Units  Estimated Accuracy
 EW4723;SPC CA 5     -   599,480.    1,918,620.      MT  (+/- 180 meters Scaled)
 EW4723
 EW4723                          SUPERSEDED SURVEY CONTROL
 EW4723
 EW4723  NAVD 88 (06/15/91)  143.362  (m)          470.35   (f) UNKNOWN     1 1
 EW4723  NGVD 29 (??/??/92)  142.543  (m)          467.66   (f) ADJ UNCH    1 1
 EW4723
 EW4723.Superseded values are not recommended for survey control.
 EW4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4723.See file dsdata.txt to determine how the superseded data were derived.
 EW4723
 EW4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU267074(NAD 83)
 EW4723_MARKER: DB = BENCH MARK DISK
 EW4723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4723_SP_SET: CONCRETE POST
 EW4723_STAMPING: 102-17 1969
 EW4723_MARK LOGO: CA-111
 EW4723_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4723+STABILITY: SURFACE MOTION
 EW4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4723+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4723
 EW4723  HISTORY     - Date     Condition        Report By
 EW4723  HISTORY     - 1969     MONUMENTED       CA-111
 EW4723  HISTORY     - 1971     GOOD             NGS
 EW4723  HISTORY     - 1977     GOOD             NGS
 EW4723  HISTORY     - 19890425 GOOD             NGS
 EW4723  HISTORY     - 19940705 GOOD             NGS
 EW4723
 EW4723                          STATION DESCRIPTION
 EW4723
 EW4723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4723'1.7 MI E FROM FILLMORE.
 EW4723'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4723'STATION AT FILLMORE, THENCE 0.1 MILE SOUTH ALONG ASPHALT ROAD
 EW4723'TO FISH HATCHERY, AT NORTH EDGE OF FISH HATCHERY, 115 FEET EAST
 EW4723'OF CENTER LINE OF ROAD, 3 FEET EAST OF NORTHWEST CORNER OF
 EW4723'CYCLONE FENCE AROUND RAIN GAGE STATION, 45 FEET WEST OF POWER
 EW4723'POLE 1896638E WITH TRANSFORMER, 1.1 FOOT NORTH OF FENCE, 0.8
 EW4723'FOOT NORTH OF WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD
 EW4723'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 EW4723
 EW4723                          STATION RECOVERY (1977)
 EW4723
 EW4723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4723'RECOVERED IN GOOD CONDITION.
 EW4723
 EW4723                          STATION RECOVERY (1989)
 EW4723
 EW4723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4723'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.  2.9 KM (1.80
 EW4723'MI)EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4723'WITH CENTRAL AVENUE IN FILLMORE, THENCE 0.2 KM (0.10 MI) SOUTH ALONG
 EW4723'A PAVED ROAD TO THE CALIFORNIA DEPARTMENT OF FISH AND GAME, FISH
 EW4723'HATCHERY OFFICE BUILDING.
 EW4723
 EW4723                          STATION RECOVERY (1994)
 EW4723
 EW4723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4723'0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE
 EW4723'IN FILLMORE, THENCE 2.8 KM (1.75 MI) EASTERLY ALONG THE SOUTHERN
 EW4723'PACIFIC RAILROAD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A ROAD
 EW4723'LEADING TO THE FILLMORE STATE FISH HATCHERY, 40.4 M (132.5 FT) EAST OF
 EW4723'THE NORTHEAST CORNER OF THE HATCHERY OFFICE, 28.2 M (92.5 FT) EAST OF
 EW4723'THE CENTERLINE OF THE ROAD, 0.9 M (3.0 FT) NORTHEAST OF THE NORTHWEST
 EW4723'CORNER OF A CHAIN-LINK FENCE ENCLOSING A RAIN GAUGE, 0.3 M (1.0 FT)
 EW4723'ABOVE THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) NORTH OF A WITNESS POST
 EW4723'AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 EW4723'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0649 ***********************************************************************
 EW0649  DESIGNATION -  102 17 LA CO
 EW0649  PID         -  EW0649
 EW0649  STATE/COUNTY-  CA/LOS ANGELES
 EW0649  USGS QUAD   -  DEL SUR (1995)
 EW0649
 EW0649                         *CURRENT SURVEY CONTROL
 EW0649  ___________________________________________________________________
 EW0649* NAD 83(1986)-  34 42 12.     (N)    118 16 18.     (W)     SCALED    
 EW0649* NAVD 88     -       728.80   (+/-2cm)    2391.1    (feet)  VERTCON   
 EW0649  ___________________________________________________________________
 EW0649  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 EW0649  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0649
 EW0649.The horizontal coordinates were scaled from a topographic map and have
 EW0649.an estimated accuracy of +/- 6 seconds.
 EW0649
 EW0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0649.The vertical order pertains to the NGVD 29 superseded value.
 EW0649
 EW0649.The geoid height was determined by GEOID03.
 EW0649
 EW0649;                    North         East    Units  Estimated Accuracy
 EW0649;SPC CA 5     -   633,510.    1,975,110.      MT  (+/- 180 meters Scaled)
 EW0649
 EW0649                          SUPERSEDED SURVEY CONTROL
 EW0649
 EW0649  NGVD 29 (??/??/92)  727.955  (m)         2388.30   (f) ADJ UNCH    1 1
 EW0649
 EW0649.Superseded values are not recommended for survey control.
 EW0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0649.See file dsdata.txt to determine how the superseded data were derived.
 EW0649
 EW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU835408(NAD 83)
 EW0649_MARKER: DD = SURVEY DISK
 EW0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0649_STAMPING: BM 102-17 1957 5869
 EW0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0649+STABILITY: SURFACE MOTION
 EW0649
 EW0649  HISTORY     - Date     Condition        Report By
 EW0649  HISTORY     - 1957     MONUMENTED       CA-037
 EW0649  HISTORY     - 1971     GOOD             NGS
 EW0649
 EW0649                          STATION DESCRIPTION
 EW0649
 EW0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0649'7.6 MI W FROM LANCASTER.
 EW0649'7.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0649'HIGHWAY AT LANCASTER, AT THE NORTHWEST CORNER OF THE JUNCTION
 EW0649'OF 80TH STREET WEST, 48 1/2 FEET NORTH OF THE CENTER LINE OF THE
 EW0649'AVENUE, 26 1/2 FEET WEST OF THE CENTER LINE OF THE STREET,
 EW0649'15 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE K 795Y WITH A GUY
 EW0649'WIRE, 8.7 FEET NORTH OF A 2-INCH IRON PIPE BEARING STREET
 EW0649'NAMES, 6 FEET NORTHWEST OF A GUY-WIRE ANCHOR, 2.1 FEET SOUTH
 EW0649'OF A COUNTY IRON POST WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 EW0649'AVENUE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 EW0649'UNDERGROUND.  SECTION 8, T7N, R13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4722 ***********************************************************************
 EW4722  DESIGNATION -  102 18
 EW4722  PID         -  EW4722
 EW4722  STATE/COUNTY-  CA/VENTURA
 EW4722  USGS QUAD   -  FILLMORE (1951)
 EW4722
 EW4722                         *CURRENT SURVEY CONTROL
 EW4722  ___________________________________________________________________
 EW4722* NAD 83(1986)-  34 23 37.     (N)    118 52 47.     (W)     SCALED    
 EW4722* NAVD 88     -       148.371  (meters)     486.78   (feet)  ADJUSTED  
 EW4722  ___________________________________________________________________
 EW4722  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW4722  DYNAMIC HT  -         148.207 (meters)     486.24  (feet)  COMP
 EW4722  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 EW4722
 EW4722  VERT ORDER  -  FIRST     CLASS I
 EW4722
 EW4722.The horizontal coordinates were scaled from a topographic map and have
 EW4722.an estimated accuracy of +/- 6 seconds.
 EW4722
 EW4722.The orthometric height was determined by differential leveling
 EW4722.and adjusted in June 1995.
 EW4722.WARNING-Repeat measurements at this control monument indicate possible
 EW4722.vertical movement.
 EW4722
 EW4722.The geoid height was determined by GEOID03.
 EW4722
 EW4722.The dynamic height is computed by dividing the NAVD 88
 EW4722.geopotential number by the normal gravity value computed on the
 EW4722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4722.degrees latitude (g = 980.6199 gals.).
 EW4722
 EW4722.The modeled gravity was interpolated from observed gravity values.
 EW4722
 EW4722;                    North         East    Units  Estimated Accuracy
 EW4722;SPC CA 5     -   599,480.    1,919,110.      MT  (+/- 180 meters Scaled)
 EW4722
 EW4722                          SUPERSEDED SURVEY CONTROL
 EW4722
 EW4722  NAVD 88 (06/15/91)  148.356  (m)          486.73   (f) UNKNOWN     1 1
 EW4722  NGVD 29 (??/??/92)  147.524  (m)          484.00   (f) ADJ UNCH    1 1
 EW4722
 EW4722.Superseded values are not recommended for survey control.
 EW4722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4722.See file dsdata.txt to determine how the superseded data were derived.
 EW4722
 EW4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU272074(NAD 83)
 EW4722_MARKER: DB = BENCH MARK DISK
 EW4722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4722_SP_SET: CONCRETE POST
 EW4722_STAMPING: 102-18 1969
 EW4722_MARK LOGO: CA-111
 EW4722_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4722+STABILITY: SURFACE MOTION
 EW4722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4722+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4722
 EW4722  HISTORY     - Date     Condition        Report By
 EW4722  HISTORY     - 1969     MONUMENTED       CA-111
 EW4722  HISTORY     - 1971     GOOD             NGS
 EW4722  HISTORY     - 1977     GOOD             NGS
 EW4722  HISTORY     - 19890425 GOOD             NGS
 EW4722  HISTORY     - 19940705 GOOD             NGS
 EW4722
 EW4722                          STATION DESCRIPTION
 EW4722
 EW4722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4722'2 MI E FROM FILLMORE.
 EW4722'1.95 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4722'STATION AT FILLMORE, 12 3/4 POLES EAST OF MILE POLE 624, 41.8
 EW4722'FEET SOUTH OF THE SOUTH RAIL, 51.6 FEET NORTH-NORTHEAST OF THE
 EW4722'NORTHEAST CORNER OF A METAL PUMP HOUSE BUILDING, 32 FEET SOUTHWEST
 EW4722'OF THE 13TH POLE EAST OF THE MILE POLE, 9 FEET NORTH OF THE
 EW4722'NORTH ONE OF A ROW OF FOUR TREES, 1.3 FEET NORTH OF A WITNESS
 EW4722'POST, ABOUT 1 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A
 EW4722'CONCRETE POST PROJECTING 0.2 FOOT.
 EW4722
 EW4722                          STATION RECOVERY (1977)
 EW4722
 EW4722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4722'RECOVERED IN GOOD CONDITION.
 EW4722
 EW4722                          STATION RECOVERY (1989)
 EW4722
 EW4722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4722'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  3.3 KM (2.05
 EW4722'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4722'WITH CENTRAL AVENUE IN FILLMORE, 0.5 KM (0.30 MI) EAST OF A PAVED
 EW4722'ROAD LEADING SOUTH TO THE CALIFORNIA FISH AND GAME, FISH HATCHERY.
 EW4722'33.5 M (109.9 FT) NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 15.8
 EW4722'M (51.8 FT) EAST OF THE CENTER OF A DRIVEWAY AND GATE, 12.8 M (42.0
 EW4722'FT) SOUTH OF THE NEAR RAIL, 11.7 M (38.4 FT) NORTH OF THE NORTHEAST
 EW4722'CORNER OF A RAILROAD BOX CAR, 7.0 M (23.0 FT) WEST OF THE CENTER OF A
 EW4722'DRIVEWAY LEADING SOUTH TO A HOUSE, 2.9 M (9.5 FT) NORTH OF THE MOST
 EW4722'NORTHERLY ONE OF FOUR LARGE TREES, 9.6 M (31.5 FT) BELOW THE RAILROAD
 EW4722'TRACKS, 0.07 M (0.2 FT) ABOVE THE GROUND SURFACE.
 EW4722
 EW4722                          STATION RECOVERY (1994)
 EW4722
 EW4722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4722'0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE
 EW4722'IN FILLMORE, THENCE 3.3 KM (2.05 MI) EASTERLY ALONG THE SOUTHERN
 EW4722'PACIFIC RAILROAD, 33.7 M (110.6 FT) NORTHWEST OF THE NORTHEAST CORNER
 EW4722'OF A HOUSE, 16.0 M (52.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 EW4722'AND GATE, 12.7 M (41.7 FT) SOUTH OF THE NEAR RAIL, 8.9 M (29.2 FT)
 EW4722'SOUTH OF AND LEVEL WITH THE CENTER OF A DIRT ROAD, 4.9 M (16.1 FT)
 EW4722'WEST OF THE CENTER OF A DRIVEWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3
 EW4722'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0650 ***********************************************************************
 EW0650  DESIGNATION -  102 18 LA CO
 EW0650  PID         -  EW0650
 EW0650  STATE/COUNTY-  CA/LOS ANGELES
 EW0650  USGS QUAD   -  DEL SUR (1995)
 EW0650
 EW0650                         *CURRENT SURVEY CONTROL
 EW0650  ___________________________________________________________________
 EW0650* NAD 83(1986)-  34 42 12.     (N)    118 16 49.     (W)     SCALED    
 EW0650* NAVD 88     -       732.04   (+/-2cm)    2401.7    (feet)  VERTCON   
 EW0650  ___________________________________________________________________
 EW0650  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EW0650  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0650
 EW0650.The horizontal coordinates were scaled from a topographic map and have
 EW0650.an estimated accuracy of +/- 6 seconds.
 EW0650
 EW0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0650.The vertical order pertains to the NGVD 29 superseded value.
 EW0650
 EW0650.The geoid height was determined by GEOID03.
 EW0650
 EW0650;                    North         East    Units  Estimated Accuracy
 EW0650;SPC CA 5     -   633,520.    1,974,320.      MT  (+/- 180 meters Scaled)
 EW0650
 EW0650                          SUPERSEDED SURVEY CONTROL
 EW0650
 EW0650  NGVD 29 (??/??/92)  731.198  (m)         2398.94   (f) ADJ UNCH    1 1
 EW0650
 EW0650.Superseded values are not recommended for survey control.
 EW0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0650.See file dsdata.txt to determine how the superseded data were derived.
 EW0650
 EW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU827408(NAD 83)
 EW0650_MARKER: DD = SURVEY DISK
 EW0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0650_STAMPING: BM 102-18 1957 5869
 EW0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0650+STABILITY: SURFACE MOTION
 EW0650
 EW0650  HISTORY     - Date     Condition        Report By
 EW0650  HISTORY     - 1957     MONUMENTED       CA-037
 EW0650  HISTORY     - 1971     GOOD             NGS
 EW0650
 EW0650                          STATION DESCRIPTION
 EW0650
 EW0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0650'8 MI W FROM LANCASTER.
 EW0650'8.05 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0650'HIGHWAY AT LANCASTER, AT THE CROSSING OF A POWER LINE, AT THE
 EW0650'JUNCTION OF A DRIVEWAY NORTH TO RESIDENCE 8363 AVENUE I, 27 FEET
 EW0650'NORTH OF THE CENTER LINE OF THE AVENUE, 94 FEET WEST OF THE
 EW0650'CENTER LINE OF THE DRIVEWAY, 3 1/2 FEET WEST OF POWER POLE
 EW0650'955284E, 4.0 FEET WEST OF THE WEST END OF A BOARD FENCE WITH
 EW0650'CONCRETE BLOCK FOUNDATION, 1.4 FEET SOUTH OF A WITNESS POST,
 EW0650'ABOUT 1/2 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF
 EW0650'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 8,
 EW0650'T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4721 ***********************************************************************
 EW4721  DESIGNATION -  102 19
 EW4721  PID         -  EW4721
 EW4721  STATE/COUNTY-  CA/VENTURA
 EW4721  USGS QUAD   -  PIRU (1994)
 EW4721
 EW4721                         *CURRENT SURVEY CONTROL
 EW4721  ___________________________________________________________________
 EW4721* NAD 83(1986)-  34 23 33.     (N)    118 52 17.     (W)     SCALED    
 EW4721* NAVD 88     -       152.793  (meters)     501.29   (feet)  ADJUSTED  
 EW4721  ___________________________________________________________________
 EW4721  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW4721  DYNAMIC HT  -         152.624 (meters)     500.73  (feet)  COMP
 EW4721  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 EW4721
 EW4721  VERT ORDER  -  FIRST     CLASS I
 EW4721
 EW4721.The horizontal coordinates were scaled from a topographic map and have
 EW4721.an estimated accuracy of +/- 6 seconds.
 EW4721
 EW4721.The orthometric height was determined by differential leveling
 EW4721.and adjusted in June 1995.
 EW4721.WARNING-Repeat measurements at this control monument indicate possible
 EW4721.vertical movement.
 EW4721
 EW4721.The geoid height was determined by GEOID03.
 EW4721
 EW4721.The dynamic height is computed by dividing the NAVD 88
 EW4721.geopotential number by the normal gravity value computed on the
 EW4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4721.degrees latitude (g = 980.6199 gals.).
 EW4721
 EW4721.The modeled gravity was interpolated from observed gravity values.
 EW4721
 EW4721;                    North         East    Units  Estimated Accuracy
 EW4721;SPC CA 5     -   599,350.    1,919,880.      MT  (+/- 180 meters Scaled)
 EW4721
 EW4721                          SUPERSEDED SURVEY CONTROL
 EW4721
 EW4721  NAVD 88 (06/15/91)  152.780  (m)          501.25   (f) UNKNOWN     1 1
 EW4721  NGVD 29 (??/??/92)  151.971  (m)          498.59   (f) ADJ UNCH    1 1
 EW4721
 EW4721.Superseded values are not recommended for survey control.
 EW4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4721.See file dsdata.txt to determine how the superseded data were derived.
 EW4721
 EW4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU279072(NAD 83)
 EW4721_MARKER: DB = BENCH MARK DISK
 EW4721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4721_SP_SET: CONCRETE POST
 EW4721_STAMPING: 102-19 1969
 EW4721_MARK LOGO: CA-111
 EW4721_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4721+STABILITY: SURFACE MOTION
 EW4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4721+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4721
 EW4721  HISTORY     - Date     Condition        Report By
 EW4721  HISTORY     - 1969     MONUMENTED       CA-111
 EW4721  HISTORY     - 1971     GOOD             NGS
 EW4721  HISTORY     - 1977     GOOD             NGS
 EW4721  HISTORY     - 19890425 GOOD             NGS
 EW4721  HISTORY     - 19940705 GOOD             NGS
 EW4721
 EW4721                          STATION DESCRIPTION
 EW4721
 EW4721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4721'2.4 MI E FROM FILLMORE.
 EW4721'2.4 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4721'STATION AT FILLMORE, ABOUT 2 POLES WEST OF A PRIVATE ROAD
 EW4721'CROSSING, 3 1/2 POLES WEST OF MILE POLE 427, AT A POWER LINE
 EW4721'CROSSING, 46.8 FEET NORTH OF THE NORTH RAIL, 3 FEET EAST OF
 EW4721'SOUTHWEST CORNER OF CYCLONE FENCE AROUND A TEXACO GAS INSTALLATION,
 EW4721'1.3 FEET SOUTH OF THE FENCE, 14 1/2 FEET WEST OF POINT DIRECTLY
 EW4721'UNDER POWER LINE, 1 1/2 FEET HIGHER THAN THE TRACK, 0.9 FOOT
 EW4721'SOUTH OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST FLUSH
 EW4721'WITH THE GROUND.
 EW4721
 EW4721                          STATION RECOVERY (1977)
 EW4721
 EW4721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4721'RECOVERED IN GOOD CONDITION.
 EW4721
 EW4721                          STATION RECOVERY (1989)
 EW4721
 EW4721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4721'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  4.1 KM (2.55
 EW4721'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4721'WITH CENTRAL AVENUE IN FILLMORE.  115.1 M (377.6 FT) WEST OF THE
 EW4721'CENTER OF A DIRT ROAD LEADING SOUTH AND A RAILROAD CROSSING, 14.4 M
 EW4721'(47.2 FT) NORTH OF THE NEAR RAIL, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 EW4721'POST, 0.5 M (1.6 FT) ABOVE THE RAILROAD TRACK AND LEVEL WITH THE
 EW4721'GROUND SURFACE.
 EW4721
 EW4721                          STATION RECOVERY (1994)
 EW4721
 EW4721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4721'0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE
 EW4721'IN FILLMORE, THENCE 4.0 KM (2.50 MI) EASTERLY ALONG THE SOUTHERN
 EW4721'PACIFIC RAILROAD, 114.1 M (374.3 FT) WEST OF THE CENTER OF A PAVED
 EW4721'ROAD, 61.8 M (202.8 FT) WEST OF THE NORTHWEST CORNER OF A RAILROAD
 EW4721'BRIDGE, 18.8 M (61.7 FT) NORTH OF THE CENTER OF A TRACK ROAD, 14.3 M
 EW4721'(46.9 FT) NORTH OF THE NEAR RAIL, 0.6 M (2.0 FT) SOUTH OF A METAL
 EW4721'POST, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 EW4721'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0651 ***********************************************************************
 EW0651  DESIGNATION -  102 19 LA CO
 EW0651  PID         -  EW0651
 EW0651  STATE/COUNTY-  CA/LOS ANGELES
 EW0651  USGS QUAD   -  DEL SUR (1995)
 EW0651
 EW0651                         *CURRENT SURVEY CONTROL
 EW0651  ___________________________________________________________________
 EW0651* NAD 83(1986)-  34 42 12.     (N)    118 17 22.     (W)     SCALED    
 EW0651* NAVD 88     -       738.72   (+/-2cm)    2423.6    (feet)  VERTCON   
 EW0651  ___________________________________________________________________
 EW0651  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EW0651  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0651
 EW0651.The horizontal coordinates were scaled from a topographic map and have
 EW0651.an estimated accuracy of +/- 6 seconds.
 EW0651
 EW0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0651.The vertical order pertains to the NGVD 29 superseded value.
 EW0651
 EW0651.The geoid height was determined by GEOID03.
 EW0651
 EW0651;                    North         East    Units  Estimated Accuracy
 EW0651;SPC CA 5     -   633,520.    1,973,480.      MT  (+/- 180 meters Scaled)
 EW0651
 EW0651                          SUPERSEDED SURVEY CONTROL
 EW0651
 EW0651  NGVD 29 (??/??/92)  737.877  (m)         2420.85   (f) ADJ UNCH    1 1
 EW0651
 EW0651.Superseded values are not recommended for survey control.
 EW0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0651.See file dsdata.txt to determine how the superseded data were derived.
 EW0651
 EW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU819409(NAD 83)
 EW0651_MARKER: DD = SURVEY DISK
 EW0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0651_STAMPING: BM 102-19 1957 5869
 EW0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0651+STABILITY: SURFACE MOTION
 EW0651
 EW0651  HISTORY     - Date     Condition        Report By
 EW0651  HISTORY     - 1957     MONUMENTED       CA-037
 EW0651  HISTORY     - 1971     GOOD             NGS
 EW0651
 EW0651                          STATION DESCRIPTION
 EW0651
 EW0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0651'8.6 MI W FROM LANCASTER.
 EW0651'8.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0651'HIGHWAY AT LANCASTER, AT THE NORTHWEST CORNER OF THE JUNCTION
 EW0651'OF 90TH STREET WEST, 31 FEET NORTH OF THE CENTER LINE OF THE
 EW0651'AVENUE, 70 FEET WEST OF THE CENTER LINE OF THE STREET, 15
 EW0651'FEET WEST OF TELEPHONE POLE K5028Y WITH A GUY WIRE, 52 1/2
 EW0651'FEET EAST-NORTHEAST OF POWER POLE 192921E, 1.0 FOOT WEST OF A
 EW0651'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE AVENUE, AND SET
 EW0651'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 7,
 EW0651'T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5945 ***********************************************************************
 EW5945  DESIGNATION -  102 2 RM 1 V CO
 EW5945  PID         -  EW5945
 EW5945  STATE/COUNTY-  CA/VENTURA
 EW5945  USGS QUAD   -  OXNARD (1967)
 EW5945
 EW5945                         *CURRENT SURVEY CONTROL
 EW5945  ___________________________________________________________________
 EW5945* NAD 83(1986)-  34 14 37.     (N)    119 14 07.     (W)     SCALED    
 EW5945* NAVD 88     -        16.81   (+/-2cm)      55.2    (feet)  VERTCON   
 EW5945  ___________________________________________________________________
 EW5945  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 EW5945  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5945
 EW5945.The horizontal coordinates were scaled from a topographic map and have
 EW5945.an estimated accuracy of +/- 6 seconds.
 EW5945
 EW5945.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5945.The vertical order pertains to the NGVD 29 superseded value.
 EW5945
 EW5945.The geoid height was determined by GEOID03.
 EW5945
 EW5945;                    North         East    Units  Estimated Accuracy
 EW5945;SPC CA 5     -   583,180.    1,886,210.      MT  (+/- 180 meters Scaled)
 EW5945
 EW5945                          SUPERSEDED SURVEY CONTROL
 EW5945
 EW5945  NGVD 29 (??/??/92)   16.06   (m)           52.7    (f) COMPUTED    1 1
 EW5945
 EW5945.Superseded values are not recommended for survey control.
 EW5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5945.See file dsdata.txt to determine how the superseded data were derived.
 EW5945
 EW5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT941914(NAD 83)
 EW5945_MARKER: DD = SURVEY DISK
 EW5945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5945_SP_SET: CULVERT
 EW5945_STAMPING: 1969 102-2 RM-1
 EW5945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5945
 EW5945  HISTORY     - Date     Condition        Report By
 EW5945  HISTORY     - 1969     MONUMENTED       CA-111
 EW5945
 EW5945                          STATION DESCRIPTION
 EW5945
 EW5945'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5945'AT VENTURA.
 EW5945'AT A DISTANCE OF 6,972 FEET EASTERLY ALONG OLIVAS PARK DRIVE FROM
 EW5945'THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5945'31 FEET SOUTHERLY FROM THE CENTERLINE OF OLIVAS PARK DRIVE, 5 IN
 EW5945'W FROM THE E END OF A 10-IN X 19-FT CONCRETE HEADWALL, A STANDARD
 EW5945'VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 102-2 RM-1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5946 ***********************************************************************
 EW5946  DESIGNATION -  102 2 V CO
 EW5946  PID         -  EW5946
 EW5946  STATE/COUNTY-  CA/VENTURA
 EW5946  USGS QUAD   -  OXNARD (1967)
 EW5946
 EW5946                         *CURRENT SURVEY CONTROL
 EW5946  ___________________________________________________________________
 EW5946* NAD 83(1986)-  34 14 37.     (N)    119 14 04.     (W)     SCALED    
 EW5946* NAVD 88     -        17.04   (+/-2cm)      55.9    (feet)  VERTCON   
 EW5946  ___________________________________________________________________
 EW5946  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW5946  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5946
 EW5946.The horizontal coordinates were scaled from a topographic map and have
 EW5946.an estimated accuracy of +/- 6 seconds.
 EW5946
 EW5946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5946.The vertical order pertains to the NGVD 29 superseded value.
 EW5946
 EW5946.The geoid height was determined by GEOID03.
 EW5946
 EW5946;                    North         East    Units  Estimated Accuracy
 EW5946;SPC CA 5     -   583,180.    1,886,290.      MT  (+/- 180 meters Scaled)
 EW5946
 EW5946                          SUPERSEDED SURVEY CONTROL
 EW5946
 EW5946  NGVD 29 (??/??/92)   16.30   (m)           53.5    (f) COMPUTED    1 1
 EW5946
 EW5946.Superseded values are not recommended for survey control.
 EW5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5946.See file dsdata.txt to determine how the superseded data were derived.
 EW5946
 EW5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT942914(NAD 83)
 EW5946_MARKER: DD = SURVEY DISK
 EW5946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5946_SP_SET: WELL
 EW5946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5946
 EW5946  HISTORY     - Date     Condition        Report By
 EW5946  HISTORY     - UNK      MONUMENTED       CA-111
 EW5946  HISTORY     - 1969     GOOD             CA-111
 EW5946
 EW5946                          STATION DESCRIPTION
 EW5946
 EW5946'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5946'AT VENTURA.
 EW5946'AT A DISTANCE OF 7,228 FEET EASTERLY ALONG OLIVAS PARK DRIVE
 EW5946'FROM THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5946'IN THE CENTER OF OLIVAS PARK DRIVE AND ON A CENTERLINE MONUMENT
 EW5946'SET IN A WELL AT P.I. STA. 72+28.04.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4719 ***********************************************************************
 EW4719  DESIGNATION -  102 20
 EW4719  PID         -  EW4719
 EW4719  STATE/COUNTY-  CA/VENTURA
 EW4719  USGS QUAD   -  PIRU (1994)
 EW4719
 EW4719                         *CURRENT SURVEY CONTROL
 EW4719  ___________________________________________________________________
 EW4719* NAD 83(1986)-  34 23 33.     (N)    118 51 36.     (W)     SCALED    
 EW4719* NAVD 88     -       163.560  (meters)     536.61   (feet)  ADJUSTED  
 EW4719  ___________________________________________________________________
 EW4719  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW4719  DYNAMIC HT  -         163.379 (meters)     536.02  (feet)  COMP
 EW4719  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 EW4719
 EW4719  VERT ORDER  -  FIRST     CLASS I
 EW4719
 EW4719.The horizontal coordinates were scaled from a topographic map and have
 EW4719.an estimated accuracy of +/- 6 seconds.
 EW4719
 EW4719.The orthometric height was determined by differential leveling
 EW4719.and adjusted in June 1995.
 EW4719
 EW4719.The geoid height was determined by GEOID03.
 EW4719
 EW4719.The dynamic height is computed by dividing the NAVD 88
 EW4719.geopotential number by the normal gravity value computed on the
 EW4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4719.degrees latitude (g = 980.6199 gals.).
 EW4719
 EW4719.The modeled gravity was interpolated from observed gravity values.
 EW4719
 EW4719;                    North         East    Units  Estimated Accuracy
 EW4719;SPC CA 5     -   599,340.    1,920,920.      MT  (+/- 180 meters Scaled)
 EW4719
 EW4719                          SUPERSEDED SURVEY CONTROL
 EW4719
 EW4719  NAVD 88 (06/15/91)  163.545  (m)          536.56   (f) UNKNOWN     1 1
 EW4719  NGVD 29 (??/??/92)  162.722  (m)          533.86   (f) ADJ UNCH    1 1
 EW4719
 EW4719.Superseded values are not recommended for survey control.
 EW4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4719.See file dsdata.txt to determine how the superseded data were derived.
 EW4719
 EW4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU290072(NAD 83)
 EW4719_MARKER: DB = BENCH MARK DISK
 EW4719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4719_SP_SET: CONCRETE POST
 EW4719_STAMPING: 102-20 1969
 EW4719_MARK LOGO: CA-111
 EW4719_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4719+STABILITY: SURFACE MOTION
 EW4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4719+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4719
 EW4719  HISTORY     - Date     Condition        Report By
 EW4719  HISTORY     - 1969     MONUMENTED       CA-111
 EW4719  HISTORY     - 1971     GOOD             NGS
 EW4719  HISTORY     - 1977     GOOD             NGS
 EW4719  HISTORY     - 19890425 GOOD             NGS
 EW4719  HISTORY     - 19940705 GOOD             NGS
 EW4719
 EW4719                          STATION DESCRIPTION
 EW4719
 EW4719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4719'3 MI E FROM FILLMORE.
 EW4719'3.05 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4719'STATION AT FILLMORE, 0.15 MILE WEST OF A PRIVATE ROAD CROSSING,
 EW4719'44.5 FEET NORTH OF THE NORTH RAIL, 11 1/2 FEET SOUTHEAST OF
 EW4719'MOTOR FOR WATER WELL PUMP, 3.6 FEET SOUTH-SOUTHEAST OF THE
 EW4719'SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOUNDATION WHICH
 EW4719'PROJECTS 1 1/2 FEET, 17 FEET SOUTH OF THE SOUTH ONE OF TWO POLES
 EW4719'WHICH SUPPORT A LARGE TRANSFORMER, 1.0 FOOT SOUTH OF A POWER
 EW4719'POLE SUPPORTING TWO METAL BOXES, 1.0 FOOT EAST OF A WITNESS
 EW4719'POST, ABOUT 2 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A
 EW4719'CONCRETE POST PROJECTING 0.3 FOOT.
 EW4719
 EW4719                          STATION RECOVERY (1977)
 EW4719
 EW4719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4719'RECOVERED IN GOOD CONDITION.
 EW4719
 EW4719                          STATION RECOVERY (1989)
 EW4719
 EW4719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4719'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.  5.15 KM (3.20
 EW4719'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4719'WITH CENTRAL AVENUE, IN FILLMORE.
 EW4719
 EW4719                          STATION RECOVERY (1994)
 EW4719
 EW4719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4719'0.1 KM (0.05 MI) SOUTHERLY ALONG CENTRAL AVENUE FROM THE POST OFFICE
 EW4719'IN FILLMORE, THENCE 5.0 KM (3.10 MI) EASTERLY ALONG THE SOUTHERN
 EW4719'PACIFIC RAILROAD, 226.0 M (741.5 FT) SOUTHWEST OF THE CENTER OF A
 EW4719'GRAVELED ROAD CROSSING THE TRACK, 13.6 M (44.6 FT) NORTHWEST OF THE
 EW4719'NEAR RAIL, 5.1 M (16.7 FT) SOUTH OF THE MOST SOUTHERLY OF 2 UTILITY
 EW4719'POLES WITH A TRANSFORMER ATTACHED, 4.7 M (15.4 FT) NORTHWEST OF THE
 EW4719'CENTER OF A DIRT ROAD, 3.5 M (11.5 FT) SOUTHEAST OF A WELL, 0.3 M (1.0
 EW4719'FT) EAST OF A WITNESS POST, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW4719'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 EW4719'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4716 ***********************************************************************
 EW4716  DESIGNATION -  102 21
 EW4716  PID         -  EW4716
 EW4716  STATE/COUNTY-  CA/VENTURA
 EW4716  USGS QUAD   -  PIRU (1994)
 EW4716
 EW4716                         *CURRENT SURVEY CONTROL
 EW4716  ___________________________________________________________________
 EW4716* NAD 83(1986)-  34 23 47.     (N)    118 50 27.     (W)     SCALED    
 EW4716* NAVD 88     -       172.074  (meters)     564.55   (feet)  ADJUSTED  
 EW4716  ___________________________________________________________________
 EW4716  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW4716  DYNAMIC HT  -         171.886 (meters)     563.93  (feet)  COMP
 EW4716  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 EW4716  OBS GRAVITY -     979,540.1   (mgal)                       GRAV_OBS
 EW4716
 EW4716  VERT ORDER  -  FIRST     CLASS I
 EW4716
 EW4716.The horizontal coordinates were scaled from a topographic map and have
 EW4716.an estimated accuracy of +/- 6 seconds.
 EW4716
 EW4716.The orthometric height was determined by differential leveling
 EW4716.and adjusted in June 1995.
 EW4716
 EW4716.The geoid height was determined by GEOID03.
 EW4716
 EW4716.The dynamic height is computed by dividing the NAVD 88
 EW4716.geopotential number by the normal gravity value computed on the
 EW4716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4716.degrees latitude (g = 980.6199 gals.).
 EW4716
 EW4716.The modeled gravity was interpolated from observed gravity values.
 EW4716.The observed gravity was obtained from relative gravimeter ties
 EW4716.to the IGSN71 gravity network.
 EW4716
 EW4716;                    North         East    Units  Estimated Accuracy
 EW4716;SPC CA 5     -   599,760.    1,922,690.      MT  (+/- 180 meters Scaled)
 EW4716
 EW4716                          SUPERSEDED SURVEY CONTROL
 EW4716
 EW4716  NAVD 88 (06/15/91)  172.045  (m)          564.45   (f) UNKNOWN     1 1
 EW4716  NGVD 29 (??/??/92)  171.208  (m)          561.70   (f) ADJ UNCH    1 1
 EW4716
 EW4716.Superseded values are not recommended for survey control.
 EW4716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4716.See file dsdata.txt to determine how the superseded data were derived.
 EW4716
 EW4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU307076(NAD 83)
 EW4716_MARKER: DB = BENCH MARK DISK
 EW4716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4716_SP_SET: CONCRETE POST
 EW4716_STAMPING: 102-21 1969
 EW4716_MARK LOGO: CA-111
 EW4716_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4716+STABILITY: SURFACE MOTION
 EW4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4716+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4716
 EW4716  HISTORY     - Date     Condition        Report By
 EW4716  HISTORY     - 1969     MONUMENTED       CA-111
 EW4716  HISTORY     - 1971     GOOD             NGS
 EW4716  HISTORY     - 1977     GOOD             NGS
 EW4716  HISTORY     - 19890426 GOOD             NGS
 EW4716  HISTORY     - 19940705 GOOD             NGS
 EW4716
 EW4716                          STATION DESCRIPTION
 EW4716
 EW4716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4716'2.8 MI SW FROM PIRU.
 EW4716'2.85 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW4716'THE CROSSING OF MAIN STREET AT PIRU, AT A POWER LINE CROSSING,
 EW4716'68.1 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET SOUTHWEST OF THE
 EW4716'NORTHWEST CORNER OF A WOODEN PUMP HOUSE BUILDING, 44 FEET WEST
 EW4716'OF A POWER POLE, 40 FEET SOUTHWEST OF TELEPHONE POLE 88480E,
 EW4716'1.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 EW4716'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 EW4716
 EW4716                          STATION RECOVERY (1977)
 EW4716
 EW4716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4716'RECOVERED IN GOOD CONDITION.
 EW4716
 EW4716                          STATION RECOVERY (1989)
 EW4716
 EW4716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4716'RECOVERED IN GOOD CONDITION.
 EW4716
 EW4716                          STATION RECOVERY (1994)
 EW4716
 EW4716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4716'0.3 SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN PIRU, THENCE
 EW4716'4.7 KM (2.90 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 20.6 M
 EW4716'(67.6 FT) SOUTH OF THE NEAR RAIL, 16.5 M (54.1 FT) SOUTH OF THE CENTER
 EW4716'OF A GRAVELED ROAD, 13.0 M (42.7 FT) WEST OF UTILITY POLE NUMBER
 EW4716'88480E WITH 3 TRANSFORMERS ATTACHED, 0.5 M (1.6 FT) SOUTHWEST OF THE
 EW4716'NORTHWEST CORNER OF A WELL HOUSE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 EW4716'THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 EW4716'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4711 ***********************************************************************
 EW4711  DESIGNATION -  102 22
 EW4711  PID         -  EW4711
 EW4711  STATE/COUNTY-  CA/VENTURA
 EW4711  USGS QUAD   -  PIRU (1994)
 EW4711
 EW4711                         *CURRENT SURVEY CONTROL
 EW4711  ___________________________________________________________________
 EW4711* NAD 83(1986)-  34 24 03.     (N)    118 49 36.     (W)     SCALED    
 EW4711* NAVD 88     -       184.302  (meters)     604.66   (feet)  ADJUSTED  
 EW4711  ___________________________________________________________________
 EW4711  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EW4711  DYNAMIC HT  -         184.099 (meters)     604.00  (feet)  COMP
 EW4711  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 EW4711
 EW4711  VERT ORDER  -  FIRST     CLASS I
 EW4711
 EW4711.The horizontal coordinates were scaled from a topographic map and have
 EW4711.an estimated accuracy of +/- 6 seconds.
 EW4711
 EW4711.The orthometric height was determined by differential leveling
 EW4711.and adjusted in June 1995.
 EW4711
 EW4711.The geoid height was determined by GEOID03.
 EW4711
 EW4711.The dynamic height is computed by dividing the NAVD 88
 EW4711.geopotential number by the normal gravity value computed on the
 EW4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4711.degrees latitude (g = 980.6199 gals.).
 EW4711
 EW4711.The modeled gravity was interpolated from observed gravity values.
 EW4711
 EW4711;                    North         East    Units  Estimated Accuracy
 EW4711;SPC CA 5     -   600,240.    1,924,000.      MT  (+/- 180 meters Scaled)
 EW4711
 EW4711                          SUPERSEDED SURVEY CONTROL
 EW4711
 EW4711  NAVD 88 (06/15/91)  184.272  (m)          604.57   (f) UNKNOWN     1 1
 EW4711  NGVD 29 (??/??/92)  183.431  (m)          601.81   (f) ADJ UNCH    1 1
 EW4711
 EW4711.Superseded values are not recommended for survey control.
 EW4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4711.See file dsdata.txt to determine how the superseded data were derived.
 EW4711
 EW4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU320081(NAD 83)
 EW4711_MARKER: DB = BENCH MARK DISK
 EW4711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4711_SP_SET: CONCRETE POST
 EW4711_STAMPING: 102-22 1969
 EW4711_MARK LOGO: CA-111
 EW4711_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4711+STABILITY: SURFACE MOTION
 EW4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4711+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4711
 EW4711  HISTORY     - Date     Condition        Report By
 EW4711  HISTORY     - 1969     MONUMENTED       CA-111
 EW4711  HISTORY     - 1971     GOOD             NGS
 EW4711  HISTORY     - 1977     GOOD             NGS
 EW4711  HISTORY     - 19890426 GOOD             NGS
 EW4711  HISTORY     - 19940705 GOOD             NGS
 EW4711
 EW4711                          STATION DESCRIPTION
 EW4711
 EW4711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4711'2 MI SW FROM PIRU.
 EW4711'2.05 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW4711'THE CROSSING OF MAIN STREET IN PIRU, 290 FEET EAST ALONG STATE
 EW4711'HIGHWAY 126 FROM THE RAIL ROAD CROSSING, 21 1/2 FEET SOUTH OF
 EW4711'THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTH OF THE SOUTHWEST
 EW4711'CORNER OF CONCRETE BRIDGE 52-36 OVER HOPPER CREEK, 0.9 FOOT
 EW4711'NORTH OF WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE
 EW4711'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 EW4711
 EW4711                          STATION RECOVERY (1977)
 EW4711
 EW4711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4711'RECOVERED IN GOOD CONDITION.
 EW4711
 EW4711                          STATION RECOVERY (1989)
 EW4711
 EW4711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4711'RECOVERED IN GOOD CONDITION.
 EW4711
 EW4711                          STATION RECOVERY (1994)
 EW4711
 EW4711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4711'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4711'PIRU, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG THE SOUTHERN PACIFIC
 EW4711'RAILROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 126,
 EW4711'6.5 M (21.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH
 EW4711'OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE SPANNING HOPPER CREEK,
 EW4711'0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL
 EW4711'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4707 ***********************************************************************
 EW4707  DESIGNATION -  102 23
 EW4707  PID         -  EW4707
 EW4707  STATE/COUNTY-  CA/VENTURA
 EW4707  USGS QUAD   -  PIRU (1994)
 EW4707
 EW4707                         *CURRENT SURVEY CONTROL
 EW4707  ___________________________________________________________________
 EW4707* NAD 83(1986)-  34 24 22.     (N)    118 48 37.     (W)     SCALED    
 EW4707* NAVD 88     -       191.059  (meters)     626.83   (feet)  ADJUSTED  
 EW4707  ___________________________________________________________________
 EW4707  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW4707  DYNAMIC HT  -         190.850 (meters)     626.15  (feet)  COMP
 EW4707  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 EW4707  OBS GRAVITY -     979,537.7   (mgal)                       GRAV_OBS
 EW4707
 EW4707  VERT ORDER  -  FIRST     CLASS I
 EW4707
 EW4707.The horizontal coordinates were scaled from a topographic map and have
 EW4707.an estimated accuracy of +/- 6 seconds.
 EW4707
 EW4707.The orthometric height was determined by differential leveling
 EW4707.and adjusted in June 1995.
 EW4707
 EW4707.The geoid height was determined by GEOID03.
 EW4707
 EW4707.The dynamic height is computed by dividing the NAVD 88
 EW4707.geopotential number by the normal gravity value computed on the
 EW4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4707.degrees latitude (g = 980.6199 gals.).
 EW4707
 EW4707.The modeled gravity was interpolated from observed gravity values.
 EW4707.The observed gravity was obtained from relative gravimeter ties
 EW4707.to the IGSN71 gravity network.
 EW4707
 EW4707;                    North         East    Units  Estimated Accuracy
 EW4707;SPC CA 5     -   600,810.    1,925,510.      MT  (+/- 180 meters Scaled)
 EW4707
 EW4707                          SUPERSEDED SURVEY CONTROL
 EW4707
 EW4707  NAVD 88 (06/15/91)  191.026  (m)          626.72   (f) UNKNOWN     1 1
 EW4707  NGVD 29 (??/??/92)  190.185  (m)          623.97   (f) ADJ UNCH    1 1
 EW4707
 EW4707.Superseded values are not recommended for survey control.
 EW4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4707.See file dsdata.txt to determine how the superseded data were derived.
 EW4707
 EW4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU336086(NAD 83)
 EW4707_MARKER: DB = BENCH MARK DISK
 EW4707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4707_SP_SET: CONCRETE POST
 EW4707_STAMPING: 102-23 1969
 EW4707_MARK LOGO: CA-111
 EW4707_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4707+STABILITY: SURFACE MOTION
 EW4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4707+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4707
 EW4707  HISTORY     - Date     Condition        Report By
 EW4707  HISTORY     - 1969     MONUMENTED       CA-111
 EW4707  HISTORY     - 1971     GOOD             NGS
 EW4707  HISTORY     - 1977     GOOD             NGS
 EW4707  HISTORY     - 19890426 GOOD             NGS
 EW4707  HISTORY     - 19940705 GOOD             NGS
 EW4707
 EW4707                          STATION DESCRIPTION
 EW4707
 EW4707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4707'1 MI SW FROM PIRU.
 EW4707'1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4707'CROSSING OF MAIN STREET AT PIRU, AT A PRIVATE ASPHALT ROAD
 EW4707'CROSSING (AN EXTENSION OF PACIFIC AVENUE), 154 FEET WEST OF THE
 EW4707'CENTER LINE OF THE ROAD, 40.7 FEET SOUTH OF THE SOUTH RAIL,
 EW4707'2 1/2 FEET EAST OF THE FIRST POLE WEST OF THE CROSSING, 0.9 FOOT
 EW4707'NORTH OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK AND
 EW4707'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 EW4707
 EW4707                          STATION RECOVERY (1977)
 EW4707
 EW4707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4707'RECOVERED IN GOOD CONDITION.
 EW4707
 EW4707                          STATION RECOVERY (1989)
 EW4707
 EW4707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4707'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, DELETE 2
 EW4707'1/2 FEET EAST OF THE FIRST POLE WEST OF THE CROSSING.
 EW4707
 EW4707                          STATION RECOVERY (1994)
 EW4707
 EW4707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4707'0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4707'PIRU, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG THE SOUTHERN PACIFIC
 EW4707'RAILROAD, 46.5 M (152.6 FT) WEST OF THE CENTER OF A PAVED ROAD, 12.5 M
 EW4707'(41.0 FT) SOUTH OF THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 EW4707'THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS
 EW4707'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS UNDER THE 5TH
 EW4707'ORANGE TREE WEST OF THE EAST END OF A ROW OF ORANGE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4704 ***********************************************************************
 EW4704  DESIGNATION -  102 24
 EW4704  PID         -  EW4704
 EW4704  STATE/COUNTY-  CA/VENTURA
 EW4704  USGS QUAD   -  PIRU (1994)
 EW4704
 EW4704                         *CURRENT SURVEY CONTROL
 EW4704  ___________________________________________________________________
 EW4704* NAD 83(1986)-  34 24 43.     (N)    118 47 40.     (W)     SCALED    
 EW4704* NAVD 88     -       207.368  (meters)     680.34   (feet)  ADJUSTED  
 EW4704  ___________________________________________________________________
 EW4704  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EW4704  DYNAMIC HT  -         207.141 (meters)     679.60  (feet)  COMP
 EW4704  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 EW4704
 EW4704  VERT ORDER  -  FIRST     CLASS I
 EW4704
 EW4704.The horizontal coordinates were scaled from a topographic map and have
 EW4704.an estimated accuracy of +/- 6 seconds.
 EW4704
 EW4704.The orthometric height was determined by differential leveling
 EW4704.and adjusted in June 1995.
 EW4704.WARNING-Repeat measurements at this control monument indicate possible
 EW4704.vertical movement.
 EW4704
 EW4704.The geoid height was determined by GEOID03.
 EW4704
 EW4704.The dynamic height is computed by dividing the NAVD 88
 EW4704.geopotential number by the normal gravity value computed on the
 EW4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4704.degrees latitude (g = 980.6199 gals.).
 EW4704
 EW4704.The modeled gravity was interpolated from observed gravity values.
 EW4704
 EW4704;                    North         East    Units  Estimated Accuracy
 EW4704;SPC CA 5     -   601,450.    1,926,970.      MT  (+/- 180 meters Scaled)
 EW4704
 EW4704                          SUPERSEDED SURVEY CONTROL
 EW4704
 EW4704  NAVD 88 (06/15/91)  207.345  (m)          680.26   (f) UNKNOWN     1 1
 EW4704  NGVD 29 (??/??/92)  206.518  (m)          677.55   (f) ADJ UNCH    1 1
 EW4704
 EW4704.Superseded values are not recommended for survey control.
 EW4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4704.See file dsdata.txt to determine how the superseded data were derived.
 EW4704
 EW4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU350092(NAD 83)
 EW4704_MARKER: DB = BENCH MARK DISK
 EW4704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4704_SP_SET: CONCRETE POST
 EW4704_STAMPING: 102-24 1969
 EW4704_MARK LOGO: CA-111
 EW4704_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4704+STABILITY: SURFACE MOTION
 EW4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4704+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4704
 EW4704  HISTORY     - Date     Condition        Report By
 EW4704  HISTORY     - 1969     MONUMENTED       CA-111
 EW4704  HISTORY     - 1971     GOOD             NGS
 EW4704  HISTORY     - 1977     GOOD             NGS
 EW4704  HISTORY     - 19890425 GOOD             NGS
 EW4704  HISTORY     - 19940705 GOOD             NGS
 EW4704
 EW4704                          STATION DESCRIPTION
 EW4704
 EW4704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4704'AT PIRU.
 EW4704'AT PIRU, AT THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND
 EW4704'MAIN STREET, 59.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EW4704'MAIN TRACK, 11.9 FEET WEST OF THE WEST CURB OF THE STREET,
 EW4704'19 1/2 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND
 EW4704'STREET LIGHT, 2.1 FEET WEST OF THE SOUTHWEST CORNER OF A
 EW4704'4 1/2 X 5 1/2-FOOT CONCRETE SLAB WITH A METAL COVER, 2.6 FEET
 EW4704'NORTHWEST OF THE SOUTHWEST ONE OF FOUR 4-INCH IRON PIPES WHICH
 EW4704'PROJECT 2 1/2 FEET, 2.1 FEET NORTHEAST OF A CYCLONE FENCE,
 EW4704'1.1 FEET NORTHEAST OF A WITNESS POST, 1/2 FOOT LOWER THAN THE
 EW4704'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 EW4704
 EW4704                          STATION RECOVERY (1977)
 EW4704
 EW4704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4704'RECOVERED IN GOOD CONDITION.
 EW4704
 EW4704                          STATION RECOVERY (1989)
 EW4704
 EW4704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4704'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, CHANGE 59.8
 EW4704'FEET SOUTHEAST OF THE SOUTHEAST RAIL TO 17.  4 M (13.1 FT) SOUTHEAST
 EW4704'OF THE NEAR RAIL.
 EW4704
 EW4704                          STATION RECOVERY (1994)
 EW4704
 EW4704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4704'IN PIRU, AT THE INTERSECTION OF MAIN AND VIA FUSTERO STREETS, 14.6 M
 EW4704'(47.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF MAIN STREET, 5.6 M
 EW4704'(18.4 FT) SOUTHWEST OF UTILITY POLE NUMBER 170 2664E WITH 3 GUY CABLES
 EW4704'ATTACHED, 3.7 M (12.1 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF VIA
 EW4704'FUSTERO STREET, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST AND
 EW4704'CHAIN-LINK FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 EW4704'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4701 ***********************************************************************
 EW4701  DESIGNATION -  102 25
 EW4701  PID         -  EW4701
 EW4701  STATE/COUNTY-  CA/VENTURA
 EW4701  USGS QUAD   -  PIRU (1994)
 EW4701
 EW4701                         *CURRENT SURVEY CONTROL
 EW4701  ___________________________________________________________________
 EW4701* NAD 83(1986)-  34 25 01.     (N)    118 47 23.     (W)     SCALED    
 EW4701* NAVD 88     -       214.476  (meters)     703.66   (feet)  ADJUSTED  
 EW4701  ___________________________________________________________________
 EW4701  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EW4701  DYNAMIC HT  -         214.239 (meters)     702.88  (feet)  COMP
 EW4701  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 EW4701
 EW4701  VERT ORDER  -  FIRST     CLASS I
 EW4701
 EW4701.The horizontal coordinates were scaled from a topographic map and have
 EW4701.an estimated accuracy of +/- 6 seconds.
 EW4701
 EW4701.The orthometric height was determined by differential leveling
 EW4701.and adjusted in June 1995.
 EW4701.WARNING-Repeat measurements at this control monument indicate possible
 EW4701.vertical movement.
 EW4701
 EW4701.The geoid height was determined by GEOID03.
 EW4701
 EW4701.The dynamic height is computed by dividing the NAVD 88
 EW4701.geopotential number by the normal gravity value computed on the
 EW4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4701.degrees latitude (g = 980.6199 gals.).
 EW4701
 EW4701.The modeled gravity was interpolated from observed gravity values.
 EW4701
 EW4701;                    North         East    Units  Estimated Accuracy
 EW4701;SPC CA 5     -   602,000.    1,927,410.      MT  (+/- 180 meters Scaled)
 EW4701
 EW4701                          SUPERSEDED SURVEY CONTROL
 EW4701
 EW4701  NAVD 88 (06/15/91)  214.459  (m)          703.60   (f) UNKNOWN     1 1
 EW4701  NGVD 29 (??/??/92)  213.639  (m)          700.91   (f) ADJ UNCH    1 1
 EW4701
 EW4701.Superseded values are not recommended for survey control.
 EW4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4701.See file dsdata.txt to determine how the superseded data were derived.
 EW4701
 EW4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU355098(NAD 83)
 EW4701_MARKER: DB = BENCH MARK DISK
 EW4701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4701_SP_SET: CONCRETE POST
 EW4701_STAMPING: 102-25 1969
 EW4701_MARK LOGO: CA-111
 EW4701_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4701+STABILITY: SURFACE MOTION
 EW4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4701+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4701
 EW4701  HISTORY     - Date     Condition        Report By
 EW4701  HISTORY     - 1969     MONUMENTED       CA-111
 EW4701  HISTORY     - 1971     GOOD             NGS
 EW4701  HISTORY     - 1977     GOOD             NGS
 EW4701  HISTORY     - 19890428 GOOD             NGS
 EW4701  HISTORY     - 19940705 GOOD             NGS
 EW4701  HISTORY     - 20040209 MARK NOT FOUND   GEOCAC
 EW4701
 EW4701                          STATION DESCRIPTION
 EW4701
 EW4701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4701'0.5 MI NE FROM PIRU.
 EW4701'0.5 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4701'CROSSING OF MAIN STREET AT PIRU, 0.1 MILE EAST OF THE CROSSING
 EW4701'OF ORCHARD STREET, 45.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 EW4701'ALONG THE NORTH SIDE OF WARRING PARK, 3.2 FEET SOUTH OF THE EAST
 EW4701'CORNER OF A QUONSET BUILDING, 2.0 FEET SOUTHEAST OF THE SOUTHEAST
 EW4701'WALL OF THE BUILDING, 0.9 FOOT EAST OF A WITNESS POST, ABOUT
 EW4701'1 1/2 FEET HIGHER THAN THE TRACK, AND IN THE TOP OF A CONCRETE
 EW4701'POST PROJECTING 0.3 FOOT.
 EW4701
 EW4701                          STATION RECOVERY (1977)
 EW4701
 EW4701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4701'RECOVERED IN GOOD CONDITION.
 EW4701
 EW4701                          STATION RECOVERY (1989)
 EW4701
 EW4701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4701'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG ORCHARD STREET FROM ITS JUNCTION
 EW4701'WITH MAIN STREET IN PIRU, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A
 EW4701'PAVED AND DIRT ROAD, AT THE NORTH SIDE OF A CITY PARK TO A QUONSET
 EW4701'BUILDING.  4.9 M (16.1 FT) WEST OF THE EAST CORNER OF A BUILT ON
 EW4701'BLOCK BUILDING TO THE QUONSET BUILDING, 1.0 M (3.3 FT) SOUTH OF THE
 EW4701'EAST CORNER OF THE BUILDING, 0.6 M (2.0 FT) SOUTHEAST OF THE
 EW4701'SOUTHEAST WALL OF THE BUILDING, 0.3 M (1.0 FT) EAST OF A WITNESS POST
 EW4701'AND 0.08 M (0.3 FT) ABOVE THE GROUND SURFACE.
 EW4701
 EW4701                          STATION RECOVERY (1994)
 EW4701
 EW4701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4701'0.1 KM (0.05 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4701'PIRU, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG CENTER STREET, THENCE 0.2
 EW4701'KM (0.10 MI) NORTHERLY ALONG ORCHARD STREET, 120.6 M (395.7 FT) EAST
 EW4701'OF THE CENTERLINE OF THE STREET, 0.9 M (3.0 FT) SOUTHEAST OF THE
 EW4701'NORTHEAST CORNER OF THE PIRU SCOUT HALL IN WARRING PARK, 0.6 M (2.0
 EW4701'FT) NORTH OF THE NORTH WALL OF AN ADDITION TO THE HALL, 0.5 M (1.6 FT)
 EW4701'EAST OF THE EAST WALL OF THE HALL, 0.2 M (0.7 FT) NORTHEAST OF A
 EW4701'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 EW4701'GROUND SURFACE.
 EW4701
 EW4701                          STATION RECOVERY (2004)
 EW4701
 EW4701'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4701'THERE HAS BEEN MUCH RENOVATION OF WARRING PARK OVER THE PAST FEW
 EW4701'YEARS. THE QUONSET HUT/SCOUT HALL HAS BEEN TORN DOWN, AND A BASEBALL
 EW4701'FIELD, PLAYGROUND, STORAGE SHEDS AND A COMMUNITY CENTER BUILT. THE
 EW4701'RAILROAD TRACKS HAVE BEEN PULLED UP EAST OF ORCHARD AND PICNIC TABLES
 EW4701'HAVE BEEN SET UP.
 EW4701' 
 EW4701'THERE IS A VERY LARGE DEBRIS PILE ALONG THE OLD RAILROAD RIGHT-OF-WAY.
 EW4701'THE MARK AND POST MIGHT BE UNDER THAT, BUT MORE LIKELY THEY WERE
 EW4701'DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0658 ***********************************************************************
 EW0658  DESIGNATION -  102 27 LA CO
 EW0658  PID         -  EW0658
 EW0658  STATE/COUNTY-  CA/LOS ANGELES
 EW0658  USGS QUAD   -  DEL SUR (1995)
 EW0658
 EW0658                         *CURRENT SURVEY CONTROL
 EW0658  ___________________________________________________________________
 EW0658* NAD 83(1986)-  34 42 13.     (N)    118 20 31.     (W)     SCALED    
 EW0658* NAVD 88     -       776.82   (+/-2cm)    2548.6    (feet)  VERTCON   
 EW0658  ___________________________________________________________________
 EW0658  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0658  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0658
 EW0658.The horizontal coordinates were scaled from a topographic map and have
 EW0658.an estimated accuracy of +/- 6 seconds.
 EW0658
 EW0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0658.The vertical order pertains to the NGVD 29 superseded value.
 EW0658
 EW0658.The geoid height was determined by GEOID03.
 EW0658
 EW0658;                    North         East    Units  Estimated Accuracy
 EW0658;SPC CA 5     -   633,560.    1,968,680.      MT  (+/- 180 meters Scaled)
 EW0658
 EW0658                          SUPERSEDED SURVEY CONTROL
 EW0658
 EW0658  NGVD 29 (??/??/92)  775.955  (m)         2545.78   (f) ADJ UNCH    1 1
 EW0658
 EW0658.Superseded values are not recommended for survey control.
 EW0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0658.See file dsdata.txt to determine how the superseded data were derived.
 EW0658
 EW0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU771409(NAD 83)
 EW0658_MARKER: DD = SURVEY DISK
 EW0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0658_STAMPING: BM 102-27 1957 5869
 EW0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0658+STABILITY: SURFACE MOTION
 EW0658
 EW0658  HISTORY     - Date     Condition        Report By
 EW0658  HISTORY     - 1957     MONUMENTED       CA-037
 EW0658  HISTORY     - 1971     GOOD             NGS
 EW0658
 EW0658                          STATION DESCRIPTION
 EW0658
 EW0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0658'11.6 MI W FROM LANCASTER.
 EW0658'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0658'HIGHWAY AT LANCASTER, AT THE JUNCTION OF LANCASTER ROAD NORTH, ON
 EW0658'THE OUTSIDE OF A CURVE, 49 FEET SOUTHWEST OF THE CENTER LINE
 EW0658'OF THE AVENUE, 55 FEET EAST OF THE EXTENDED POWER POLE 1433930E,
 EW0658'29 1/2 FEET NORTH-NORTHEAST OF A FENCE CORNER, ABOUT LEVEL
 EW0658'WITH THE ROAD AND THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 EW0658'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 15, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0659 ***********************************************************************
 EW0659  DESIGNATION -  102 28 LA CO
 EW0659  PID         -  EW0659
 EW0659  STATE/COUNTY-  CA/LOS ANGELES
 EW0659  USGS QUAD   -  DEL SUR (1995)
 EW0659
 EW0659                         *CURRENT SURVEY CONTROL
 EW0659  ___________________________________________________________________
 EW0659* NAD 83(1986)-  34 42 38.     (N)    118 20 33.     (W)     SCALED    
 EW0659* NAVD 88     -       773.41   (+/-2cm)    2537.4    (feet)  VERTCON   
 EW0659  ___________________________________________________________________
 EW0659  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0659  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0659
 EW0659.The horizontal coordinates were scaled from a topographic map and have
 EW0659.an estimated accuracy of +/- 6 seconds.
 EW0659
 EW0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0659.The vertical order pertains to the NGVD 29 superseded value.
 EW0659
 EW0659.The geoid height was determined by GEOID03.
 EW0659
 EW0659;                    North         East    Units  Estimated Accuracy
 EW0659;SPC CA 5     -   634,330.    1,968,630.      MT  (+/- 180 meters Scaled)
 EW0659
 EW0659                          SUPERSEDED SURVEY CONTROL
 EW0659
 EW0659  NGVD 29 (??/??/92)  772.551  (m)         2534.61   (f) ADJ UNCH    1 1
 EW0659
 EW0659.Superseded values are not recommended for survey control.
 EW0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0659.See file dsdata.txt to determine how the superseded data were derived.
 EW0659
 EW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU770417(NAD 83)
 EW0659_MARKER: DD = SURVEY DISK
 EW0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0659_STAMPING: BM 102-28 1957 5869
 EW0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0659+STABILITY: SURFACE MOTION
 EW0659
 EW0659  HISTORY     - Date     Condition        Report By
 EW0659  HISTORY     - 1957     MONUMENTED       CA-037
 EW0659  HISTORY     - 1971     GOOD             NGS
 EW0659
 EW0659                          STATION DESCRIPTION
 EW0659
 EW0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0659'12 MI W FROM LANCASTER.
 EW0659'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0659'HIGHWAY AT LANCASTER, THENCE 0.5 MILE NORTH ALONG LANCASTER
 EW0659'ROAD, AT A POINT WHERE THE ROAD TURNS NORTHWEST, AT THE CROSSING
 EW0659'OF A CREEK, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 EW0659'22 FEET NORTH OF THE CENTER OF THE NORTHEAST END OF 36-INCH
 EW0659'PIPE CULVERT 12.03, 38 FEET NORTH OF THE NORTHWEST END OF A
 EW0659'WOODEN GUARDRAIL, 35.9 FEET SOUTH OF A FENCE, 1.7 FEET SOUTH
 EW0659'OF A COUNTY WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 EW0659'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 EW0659'THE GROUND.  SECTION 10, T 7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0660 ***********************************************************************
 EW0660  DESIGNATION -  102 29 LA CO
 EW0660  PID         -  EW0660
 EW0660  STATE/COUNTY-  CA/LOS ANGELES
 EW0660  USGS QUAD   -  DEL SUR (1995)
 EW0660
 EW0660                         *CURRENT SURVEY CONTROL
 EW0660  ___________________________________________________________________
 EW0660* NAD 83(1986)-  34 42 47.     (N)    118 21 05.     (W)     SCALED    
 EW0660* NAVD 88     -       783.32   (+/-2cm)    2569.9    (feet)  VERTCON   
 EW0660  ___________________________________________________________________
 EW0660  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0660  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0660
 EW0660.The horizontal coordinates were scaled from a topographic map and have
 EW0660.an estimated accuracy of +/- 6 seconds.
 EW0660
 EW0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0660.The vertical order pertains to the NGVD 29 superseded value.
 EW0660
 EW0660.The geoid height was determined by GEOID03.
 EW0660
 EW0660;                    North         East    Units  Estimated Accuracy
 EW0660;SPC CA 5     -   634,610.    1,967,810.      MT  (+/- 180 meters Scaled)
 EW0660
 EW0660                          SUPERSEDED SURVEY CONTROL
 EW0660
 EW0660  NGVD 29 (??/??/92)  782.460  (m)         2567.12   (f) ADJ UNCH    1 1
 EW0660
 EW0660.Superseded values are not recommended for survey control.
 EW0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0660.See file dsdata.txt to determine how the superseded data were derived.
 EW0660
 EW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU762420(NAD 83)
 EW0660_MARKER: DD = SURVEY DISK
 EW0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0660_STAMPING: BM 102-29 1957 5869
 EW0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0660+STABILITY: SURFACE MOTION
 EW0660
 EW0660  HISTORY     - Date     Condition        Report By
 EW0660  HISTORY     - 1957     MONUMENTED       CA-037
 EW0660  HISTORY     - 1971     GOOD             NGS
 EW0660
 EW0660                          STATION DESCRIPTION
 EW0660
 EW0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0660'12.6 MI W FROM LANCASTER.
 EW0660'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0660'HIGHWAY AT LANCASTER, THENCE 1.05 MILES NORTHWEST ALONG LANCASTER
 EW0660'ROAD, AT THE JUNCTION OF MUNZ RANCH ROAD SOUTHWEST, 26 FEET
 EW0660'NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE
 EW0660'EXTENDED CENTER LINE OF MUNZ RANCH ROAD, 4 1/2 FEET EAST OF A
 EW0660'T JUNCTION POWER POLE 402818E WITH A GUY WIRE, 0.8 FOOT NORTH
 EW0660'OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 EW0660'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 10,
 EW0660'T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0547 ***********************************************************************
 EW0547  DESIGNATION -  102 3 LA CO
 EW0547  PID         -  EW0547
 EW0547  STATE/COUNTY-  CA/LOS ANGELES
 EW0547  USGS QUAD   -  LANCASTER WEST (1974)
 EW0547
 EW0547                         *CURRENT SURVEY CONTROL
 EW0547  ___________________________________________________________________
 EW0547* NAD 83(1986)-  34 42 13.     (N)    118 09 56.     (W)     SCALED    
 EW0547* NAVD 88     -       708.40   (+/-2cm)    2324.1    (feet)  VERTCON   
 EW0547  ___________________________________________________________________
 EW0547  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EW0547  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0547
 EW0547.The horizontal coordinates were scaled from a topographic map and have
 EW0547.an estimated accuracy of +/- 6 seconds.
 EW0547
 EW0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0547.The vertical order pertains to the NGVD 29 superseded value.
 EW0547
 EW0547.The geoid height was determined by GEOID03.
 EW0547
 EW0547;                    North         East    Units  Estimated Accuracy
 EW0547;SPC CA 5     -   633,520.    1,984,830.      MT  (+/- 180 meters Scaled)
 EW0547
 EW0547                          SUPERSEDED SURVEY CONTROL
 EW0547
 EW0547  NGVD 29 (??/??/92)  707.552  (m)         2321.36   (f) ADJ UNCH    1 1
 EW0547
 EW0547.Superseded values are not recommended for survey control.
 EW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0547.See file dsdata.txt to determine how the superseded data were derived.
 EW0547
 EW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU932407(NAD 83)
 EW0547_MARKER: DD = SURVEY DISK
 EW0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0547_STAMPING: 102-3 1957 5869
 EW0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0547+STABILITY: SURFACE MOTION
 EW0547
 EW0547  HISTORY     - Date     Condition        Report By
 EW0547  HISTORY     - 1957     MONUMENTED       CA-037
 EW0547  HISTORY     - 1971     GOOD             NGS
 EW0547
 EW0547                          STATION DESCRIPTION
 EW0547
 EW0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0547'1.6 MI W FROM LANCASTER.
 EW0547'1.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0547'HIGHWAY AT LANCASTER, AT THE NORTHEAST CORNER OF THE JUNCTION
 EW0547'OF 20TH STREET WEST, 40 FEET NORTH OF THE CENTER LINE OF THE
 EW0547'AVENUE, 67 FEET EAST OF THE CENTER LINE OF THE STREET, 4 1/2
 EW0547'FEET EAST OF T JUNCTION POWER POLE 1161264E WITH A GUY WIRE,
 EW0547'1.6 FEET WEST OF A COUNTY WITNESS POST, ABOUT LEVEL WITH THE
 EW0547'AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EW0547'GROUND.  SEC 9, T7N, R 12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5948 ***********************************************************************
 EW5948  DESIGNATION -  102 3 RM 1 V CO
 EW5948  PID         -  EW5948
 EW5948  STATE/COUNTY-  CA/VENTURA
 EW5948  USGS QUAD   -  OXNARD (1967)
 EW5948
 EW5948                         *CURRENT SURVEY CONTROL
 EW5948  ___________________________________________________________________
 EW5948* NAD 83(1986)-  34 14 39.     (N)    119 13 41.     (W)     SCALED    
 EW5948* NAVD 88     -        20.01   (+/-2cm)      65.6    (feet)  VERTCON   
 EW5948  ___________________________________________________________________
 EW5948  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW5948  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5948
 EW5948.The horizontal coordinates were scaled from a topographic map and have
 EW5948.an estimated accuracy of +/- 6 seconds.
 EW5948
 EW5948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5948.The vertical order pertains to the NGVD 29 superseded value.
 EW5948
 EW5948.The geoid height was determined by GEOID03.
 EW5948
 EW5948;                    North         East    Units  Estimated Accuracy
 EW5948;SPC CA 5     -   583,240.    1,886,880.      MT  (+/- 180 meters Scaled)
 EW5948
 EW5948                          SUPERSEDED SURVEY CONTROL
 EW5948
 EW5948  NGVD 29 (??/??/92)   19.27   (m)           63.2    (f) COMPUTED    1 1
 EW5948
 EW5948.Superseded values are not recommended for survey control.
 EW5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5948.See file dsdata.txt to determine how the superseded data were derived.
 EW5948
 EW5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT948914(NAD 83)
 EW5948_MARKER: DD = SURVEY DISK
 EW5948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5948_SP_SET: CULVERT
 EW5948_STAMPING: 1969 102-3 RM-1
 EW5948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5948
 EW5948  HISTORY     - Date     Condition        Report By
 EW5948  HISTORY     - 1969     MONUMENTED       CA-111
 EW5948
 EW5948                          STATION DESCRIPTION
 EW5948
 EW5948'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5948'AT VENTURA.
 EW5948'AT A DISTANCE OF 9,231 FEET EASTERLY ALONG OLIVAS PARK DRIVE
 EW5948'FROM THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5948'26.7 FEET SOUTHERLY FROM THE CENTER OF OLIVAS PARK DRIVE, 5 INCHES
 EW5948'W FROM THE E END OF A 10-IN X 19-FT CONCRETE HEADWALL, A STANDARD
 EW5948'VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 102-3 RM-1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5947 ***********************************************************************
 EW5947  DESIGNATION -  102 3 V CO
 EW5947  PID         -  EW5947
 EW5947  STATE/COUNTY-  CA/VENTURA
 EW5947  USGS QUAD   -  OXNARD (1967)
 EW5947
 EW5947                         *CURRENT SURVEY CONTROL
 EW5947  ___________________________________________________________________
 EW5947* NAD 83(1986)-  34 14 39.     (N)    119 13 41.     (W)     SCALED    
 EW5947* NAVD 88     -        19.70   (+/-2cm)      64.6    (feet)  VERTCON   
 EW5947  ___________________________________________________________________
 EW5947  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW5947  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5947
 EW5947.The horizontal coordinates were scaled from a topographic map and have
 EW5947.an estimated accuracy of +/- 6 seconds.
 EW5947
 EW5947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5947.The vertical order pertains to the NGVD 29 superseded value.
 EW5947
 EW5947.The geoid height was determined by GEOID03.
 EW5947
 EW5947;                    North         East    Units  Estimated Accuracy
 EW5947;SPC CA 5     -   583,240.    1,886,880.      MT  (+/- 180 meters Scaled)
 EW5947
 EW5947                          SUPERSEDED SURVEY CONTROL
 EW5947
 EW5947  NGVD 29 (??/??/92)   18.95   (m)           62.2    (f) COMPUTED    1 1
 EW5947
 EW5947.Superseded values are not recommended for survey control.
 EW5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5947.See file dsdata.txt to determine how the superseded data were derived.
 EW5947
 EW5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT948914(NAD 83)
 EW5947_MARKER: DD = SURVEY DISK
 EW5947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5947_SP_SET: WELL
 EW5947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5947
 EW5947  HISTORY     - Date     Condition        Report By
 EW5947  HISTORY     - UNK      MONUMENTED       CA-111
 EW5947  HISTORY     - 1969     GOOD             CA-111
 EW5947
 EW5947                          STATION DESCRIPTION
 EW5947
 EW5947'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5947'AT VENTURA.
 EW5947'AT A DISTANCE OF 9,190 FT EASTERLY ALONG OLIVAS PARK DRIVE FROM
 EW5947'THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5947'IN THE CENTER OF OLIVAS PARK DRIVE AND ON A CENTERLINE MONUMENT
 EW5947'SET IN WELL AT P.O.T. STA. 91+89.73.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0661 ***********************************************************************
 EW0661  DESIGNATION -  102 30 LA CO
 EW0661  PID         -  EW0661
 EW0661  STATE/COUNTY-  CA/LOS ANGELES
 EW0661  USGS QUAD   -  DEL SUR (1995)
 EW0661
 EW0661                         *CURRENT SURVEY CONTROL
 EW0661  ___________________________________________________________________
 EW0661* NAD 83(1986)-  34 42 52.     (N)    118 21 35.     (W)     SCALED    
 EW0661* NAVD 88     -       787.51   (+/-2cm)    2583.7    (feet)  VERTCON   
 EW0661  ___________________________________________________________________
 EW0661  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0661  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0661
 EW0661.The horizontal coordinates were scaled from a topographic map and have
 EW0661.an estimated accuracy of +/- 6 seconds.
 EW0661
 EW0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0661.The vertical order pertains to the NGVD 29 superseded value.
 EW0661
 EW0661.The geoid height was determined by GEOID03.
 EW0661
 EW0661;                    North         East    Units  Estimated Accuracy
 EW0661;SPC CA 5     -   634,770.    1,967,050.      MT  (+/- 180 meters Scaled)
 EW0661
 EW0661                          SUPERSEDED SURVEY CONTROL
 EW0661
 EW0661  NGVD 29 (??/??/92)  786.644  (m)         2580.85   (f) ADJ UNCH    1 1
 EW0661
 EW0661.Superseded values are not recommended for survey control.
 EW0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0661.See file dsdata.txt to determine how the superseded data were derived.
 EW0661
 EW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU754422(NAD 83)
 EW0661_MARKER: DD = SURVEY DISK
 EW0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0661_STAMPING: BM 102-30 1957 5869
 EW0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0661+STABILITY: SURFACE MOTION
 EW0661
 EW0661  HISTORY     - Date     Condition        Report By
 EW0661  HISTORY     - 1957     MONUMENTED       CA-037
 EW0661  HISTORY     - 1971     GOOD             NGS
 EW0661
 EW0661                          STATION DESCRIPTION
 EW0661
 EW0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0661'13.2 MI W FROM LANCASTER.
 EW0661'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0661'HIGHWAY AT LANCASTER, THENCE 1.6 MILES NORTHWEST ALONG LANCASTER
 EW0661'ROAD, 0.55 MILE NORTHWEST OF THE JUNCTION OF MUNZ RANCH ROAD,
 EW0661'46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 56 FEET
 EW0661'SOUTH-SOUTHEAST OF POWER POLE 1559802E, 115 FEET NORTHWEST OF
 EW0661'THE CENTER LINE OF A DIRT ROAD, 100 FEET NORTHWEST OF THE
 EW0661'NORTHWEST END OF A GATE, 1.0 FOOT NORTHEAST OF A FENCE, 1.2
 EW0661'FEET SOUTHWEST OF A COUNTY WITNESS POST, ABOUT LEVEL WITH THE
 EW0661'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 EW0661'FOOT ABOVE THE GROUND.  SECTION 9, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0664 ***********************************************************************
 EW0664  DESIGNATION -  102 32 LA CO
 EW0664  PID         -  EW0664
 EW0664  STATE/COUNTY-  CA/LOS ANGELES
 EW0664  USGS QUAD   -  DEL SUR (1995)
 EW0664
 EW0664                         *CURRENT SURVEY CONTROL
 EW0664  ___________________________________________________________________
 EW0664* NAD 83(1986)-  34 43 10.     (N)    118 22 00.     (W)     SCALED    
 EW0664* NAVD 88     -       794.48   (+/-2cm)    2606.6    (feet)  VERTCON   
 EW0664  ___________________________________________________________________
 EW0664  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0664  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0664
 EW0664.The horizontal coordinates were scaled from a topographic map and have
 EW0664.an estimated accuracy of +/- 6 seconds.
 EW0664
 EW0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0664.The vertical order pertains to the NGVD 29 superseded value.
 EW0664
 EW0664.The geoid height was determined by GEOID03.
 EW0664
 EW0664;                    North         East    Units  Estimated Accuracy
 EW0664;SPC CA 5     -   635,330.    1,966,420.      MT  (+/- 180 meters Scaled)
 EW0664
 EW0664                          SUPERSEDED SURVEY CONTROL
 EW0664
 EW0664  NGVD 29 (??/??/92)  793.612  (m)         2603.71   (f) ADJ UNCH    1 1
 EW0664
 EW0664.Superseded values are not recommended for survey control.
 EW0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0664.See file dsdata.txt to determine how the superseded data were derived.
 EW0664
 EW0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU748427(NAD 83)
 EW0664_MARKER: DD = SURVEY DISK
 EW0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0664_STAMPING: BM 102-32 1957 5869
 EW0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0664+STABILITY: SURFACE MOTION
 EW0664
 EW0664  HISTORY     - Date     Condition        Report By
 EW0664  HISTORY     - 1957     MONUMENTED       CA-037
 EW0664  HISTORY     - 1971     GOOD             NGS
 EW0664
 EW0664                          STATION DESCRIPTION
 EW0664
 EW0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0664'13.7 MI W FROM LANCASTER.
 EW0664'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0664'HIGHWAY AT LANCASTER, THENCE 2.15 MILES NORTHWEST ALONG LANCASTER
 EW0664'ROAD, 1.1 MILES NORTHWEST OF THE JUNCTION OF MUNZ RANCH ROAD,
 EW0664'ON THE OUTSIDE OF A CURVE, 25 FEET NORTHEAST OF THE CENTER LINE
 EW0664'OF THE ROAD, 33 FEET NORTHWEST OF THE SOUTHEAST ONE OF TWO GUY
 EW0664'POLES ON THE NORTHEAST SIDE OF THE ROAD, 58 1/2 FEET NORTH AND
 EW0664'ACROSS THE ROAD FROM POWER POLE 1559818E, 1.7 FEET SOUTHWEST
 EW0664'OF A FENCE, 1.3 FEET NORTHEAST OF A COUNTY WITNESS POST, ABOUT
 EW0664'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0664'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 4, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0788 ***********************************************************************
 EW0788  DESIGNATION -  102 33 LA CO
 EW0788  PID         -  EW0788
 EW0788  STATE/COUNTY-  CA/LOS ANGELES
 EW0788  USGS QUAD   -  LAKE HUGHES (1995)
 EW0788
 EW0788                         *CURRENT SURVEY CONTROL
 EW0788  ___________________________________________________________________
 EW0788* NAD 83(1986)-  34 43 30.     (N)    118 22 37.     (W)     SCALED    
 EW0788* NAVD 88     -       800.21   (+/-2cm)    2625.4    (feet)  VERTCON   
 EW0788  ___________________________________________________________________
 EW0788  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0788  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0788
 EW0788.The horizontal coordinates were scaled from a topographic map and have
 EW0788.an estimated accuracy of +/- 6 seconds.
 EW0788
 EW0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0788.The vertical order pertains to the NGVD 29 superseded value.
 EW0788
 EW0788.The geoid height was determined by GEOID03.
 EW0788
 EW0788;                    North         East    Units  Estimated Accuracy
 EW0788;SPC CA 5     -   635,950.    1,965,480.      MT  (+/- 180 meters Scaled)
 EW0788
 EW0788                          SUPERSEDED SURVEY CONTROL
 EW0788
 EW0788  NGVD 29 (??/??/92)  799.340  (m)         2622.50   (f) ADJ UNCH    1 1
 EW0788
 EW0788.Superseded values are not recommended for survey control.
 EW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0788.See file dsdata.txt to determine how the superseded data were derived.
 EW0788
 EW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU739434(NAD 83)
 EW0788_MARKER: DD = SURVEY DISK
 EW0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0788_STAMPING: BM 102-33 1957 5869
 EW0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0788+STABILITY: SURFACE MOTION
 EW0788
 EW0788  HISTORY     - Date     Condition        Report By
 EW0788  HISTORY     - 1957     MONUMENTED       CA-037
 EW0788  HISTORY     - 1971     GOOD             NGS
 EW0788
 EW0788                          STATION DESCRIPTION
 EW0788
 EW0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0788'14.4 MI W FROM LANCASTER.
 EW0788'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0788'HIGHWAY AT LANCASTER, THENCE 2.85 MILES NORTHWEST ALONG LANCASTER
 EW0788'ROAD, AT THE JUNCTION OF A DIRT ROAD NORTH, 25 FEET NORTH OF THE
 EW0788'CENTER LINE OF THE ROAD, 24 1/2 FEET WEST OF POWERLINE GUY POLE
 EW0788'1559839E, 52 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM
 EW0788'POWER POLE 1559840E, 43 FEET WEST OF THE CENTER LINE OF THE DIRT
 EW0788'ROAD, 2 1/2 FEET WEST OF A FENCE CORNER POST, 1.7 FEET EAST OF
 EW0788'A COUNTY WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 EW0788'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 EW0788'ABOVE THE GROUND.  SECTION 5, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0789 ***********************************************************************
 EW0789  DESIGNATION -  102 34 LA CO
 EW0789  PID         -  EW0789
 EW0789  STATE/COUNTY-  CA/LOS ANGELES
 EW0789  USGS QUAD   -  LAKE HUGHES (1995)
 EW0789
 EW0789                         *CURRENT SURVEY CONTROL
 EW0789  ___________________________________________________________________
 EW0789* NAD 83(1986)-  34 43 27.     (N)    118 23 11.     (W)     SCALED    
 EW0789* NAVD 88     -       817.48   (+/-2cm)    2682.0    (feet)  VERTCON   
 EW0789  ___________________________________________________________________
 EW0789  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0789  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0789
 EW0789.The horizontal coordinates were scaled from a topographic map and have
 EW0789.an estimated accuracy of +/- 6 seconds.
 EW0789
 EW0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0789.The vertical order pertains to the NGVD 29 superseded value.
 EW0789
 EW0789.The geoid height was determined by GEOID03.
 EW0789
 EW0789;                    North         East    Units  Estimated Accuracy
 EW0789;SPC CA 5     -   635,860.    1,964,610.      MT  (+/- 180 meters Scaled)
 EW0789
 EW0789                          SUPERSEDED SURVEY CONTROL
 EW0789
 EW0789  NGVD 29 (??/??/92)  816.607  (m)         2679.15   (f) ADJ UNCH    1 1
 EW0789
 EW0789.Superseded values are not recommended for survey control.
 EW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0789.See file dsdata.txt to determine how the superseded data were derived.
 EW0789
 EW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU730433(NAD 83)
 EW0789_MARKER: DD = SURVEY DISK
 EW0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0789_STAMPING: BM 102-34 1957 5869
 EW0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0789+STABILITY: SURFACE MOTION
 EW0789
 EW0789  HISTORY     - Date     Condition        Report By
 EW0789  HISTORY     - 1957     MONUMENTED       CA-037
 EW0789  HISTORY     - 1971     GOOD             NGS
 EW0789
 EW0789                          STATION DESCRIPTION
 EW0789
 EW0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0789'15 MI W FROM LANCASTER.
 EW0789'11.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0789'HIGHWAY AT LANCASTER, THENCE 3.45 MILES NORTHWEST ALONG LANCASTER
 EW0789'ROAD, 0.15 MILE WEST OF THE JUNCTION OF A DIRT ROAD, 114 FEET
 EW0789'SOUTH OF THE CENTER LINE OF THE ROAD, 77 1/2 FEET SOUTH-SOUTHWEST
 EW0789'OF POWER POLE 1560009, 1.0 FOOT NORTH OF A FENCE, 1.3 FEET
 EW0789'SOUTH OF A COUNTY WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE
 EW0789'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 EW0789'ABOVE THE GROUND.  SECTION 5, T 7 N, R 14 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0791 ***********************************************************************
 EW0791  DESIGNATION -  102 37 LA CO
 EW0791  PID         -  EW0791
 EW0791  STATE/COUNTY-  CA/LOS ANGELES
 EW0791  USGS QUAD   -  LAKE HUGHES (1995)
 EW0791
 EW0791                         *CURRENT SURVEY CONTROL
 EW0791  ___________________________________________________________________
 EW0791* NAD 83(1986)-  34 43 29.     (N)    118 24 47.     (W)     SCALED    
 EW0791* NAVD 88     -       862.97   (+/-2cm)    2831.3    (feet)  VERTCON   
 EW0791  ___________________________________________________________________
 EW0791  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0791  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0791
 EW0791.The horizontal coordinates were scaled from a topographic map and have
 EW0791.an estimated accuracy of +/- 6 seconds.
 EW0791
 EW0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0791.The vertical order pertains to the NGVD 29 superseded value.
 EW0791
 EW0791.The geoid height was determined by GEOID03.
 EW0791
 EW0791;                    North         East    Units  Estimated Accuracy
 EW0791;SPC CA 5     -   635,930.    1,962,170.      MT  (+/- 180 meters Scaled)
 EW0791
 EW0791                          SUPERSEDED SURVEY CONTROL
 EW0791
 EW0791  NGVD 29 (??/??/92)  862.093  (m)         2828.38   (f) ADJ UNCH    1 1
 EW0791
 EW0791.Superseded values are not recommended for survey control.
 EW0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0791.See file dsdata.txt to determine how the superseded data were derived.
 EW0791
 EW0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU706434(NAD 83)
 EW0791_MARKER: DD = SURVEY DISK
 EW0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0791_STAMPING: BM 102-37 1957 5869
 EW0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0791+STABILITY: SURFACE MOTION
 EW0791
 EW0791  HISTORY     - Date     Condition        Report By
 EW0791  HISTORY     - 1957     MONUMENTED       CA-037
 EW0791  HISTORY     - 1960     GOOD             NGS
 EW0791  HISTORY     - 1971     GOOD             NGS
 EW0791
 EW0791                          STATION DESCRIPTION
 EW0791
 EW0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0791'AT FAIRMONT.
 EW0791'AT FAIRMONT, AT THE JUNCTION OF LANCASTER ROAD AND 160TH STREET
 EW0791'WEST, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET
 EW0791'WEST OF THE CENTER LINE OF THE STREET, 150.8 FEET SOUTHWEST AND
 EW0791'ACROSS THE STREET AND THE ROAD FROM THE WEST CORNER OF THE
 EW0791'FAIRMONT STORE, 7 FEET WEST OF A STREET SIGN POST, 1.3 FEET
 EW0791'EAST OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET
 EW0791'HIGHER THAN THE STREETS, AND SET IN THE TOP OF A CONCRETE
 EW0791'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0791
 EW0791                          STATION RECOVERY (1971)
 EW0791
 EW0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0792 ***********************************************************************
 EW0792  DESIGNATION -  102 38 LA CO
 EW0792  PID         -  EW0792
 EW0792  STATE/COUNTY-  CA/LOS ANGELES
 EW0792  USGS QUAD   -  LAKE HUGHES (1995)
 EW0792
 EW0792                         *CURRENT SURVEY CONTROL
 EW0792  ___________________________________________________________________
 EW0792* NAD 83(1986)-  34 43 47.     (N)    118 24 48.     (W)     SCALED    
 EW0792* NAVD 88     -       848.83   (+/-2cm)    2784.9    (feet)  VERTCON   
 EW0792  ___________________________________________________________________
 EW0792  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0792  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0792
 EW0792.The horizontal coordinates were scaled from a topographic map and have
 EW0792.an estimated accuracy of +/- 6 seconds.
 EW0792
 EW0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0792.The vertical order pertains to the NGVD 29 superseded value.
 EW0792
 EW0792.The geoid height was determined by GEOID03.
 EW0792
 EW0792;                    North         East    Units  Estimated Accuracy
 EW0792;SPC CA 5     -   636,480.    1,962,150.      MT  (+/- 180 meters Scaled)
 EW0792
 EW0792                          SUPERSEDED SURVEY CONTROL
 EW0792
 EW0792  NGVD 29 (??/??/92)  847.957  (m)         2782.01   (f) ADJ UNCH    1 2
 EW0792
 EW0792.Superseded values are not recommended for survey control.
 EW0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0792.See file dsdata.txt to determine how the superseded data were derived.
 EW0792
 EW0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU706439(NAD 83)
 EW0792_MARKER: DD = SURVEY DISK
 EW0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0792_STAMPING: BM 102-38 1957 5869
 EW0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0792+STABILITY: SURFACE MOTION
 EW0792
 EW0792  HISTORY     - Date     Condition        Report By
 EW0792  HISTORY     - 1957     MONUMENTED       CA-037
 EW0792  HISTORY     - 1960     GOOD             NGS
 EW0792  HISTORY     - 1971     GOOD             NGS
 EW0792
 EW0792                          STATION DESCRIPTION
 EW0792
 EW0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0792'0.4 MI N FROM FAIRMONT.
 EW0792'0.4 MILE NORTH ALONG LANCASTER ROAD FROM THE STORE AT FAIRMONT,
 EW0792'AT THE JUNCTION OF 160TH STREET WEST LEADING NORTH, ON THE
 EW0792'OUTSIDE OF A CURVE, 109 FEET NORTHEAST OF THE CENTER LINE OF THE
 EW0792'ROAD, 29 FEET WEST OF THE CENTER LINE OF THE STREET, 29 FEET
 EW0792'EAST OF POWER POLE 6993443 WITH TWO GUY WIRES, 7 FEET NORTHWEST
 EW0792'OF A FENCE CORNER, 5.5 FEET NORTH OF A FENCE, 1.1 FEET EAST OF A
 EW0792'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 EW0792'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0792
 EW0792                          STATION RECOVERY (1971)
 EW0792
 EW0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0793 ***********************************************************************
 EW0793  DESIGNATION -  102 39 LA CO
 EW0793  PID         -  EW0793
 EW0793  STATE/COUNTY-  CA/LOS ANGELES
 EW0793  USGS QUAD   -  LAKE HUGHES (1995)
 EW0793
 EW0793                         *CURRENT SURVEY CONTROL
 EW0793  ___________________________________________________________________
 EW0793* NAD 83(1986)-  34 43 58.     (N)    118 25 15.     (W)     SCALED    
 EW0793* NAVD 88     -       851.26   (+/-2cm)    2792.8    (feet)  VERTCON   
 EW0793  ___________________________________________________________________
 EW0793  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0793  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0793
 EW0793.The horizontal coordinates were scaled from a topographic map and have
 EW0793.an estimated accuracy of +/- 6 seconds.
 EW0793
 EW0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0793.The vertical order pertains to the NGVD 29 superseded value.
 EW0793
 EW0793.The geoid height was determined by GEOID03.
 EW0793
 EW0793;                    North         East    Units  Estimated Accuracy
 EW0793;SPC CA 5     -   636,830.    1,961,460.      MT  (+/- 180 meters Scaled)
 EW0793
 EW0793                          SUPERSEDED SURVEY CONTROL
 EW0793
 EW0793  NGVD 29 (??/??/92)  850.386  (m)         2789.97   (f) ADJ UNCH    1 2
 EW0793
 EW0793.Superseded values are not recommended for survey control.
 EW0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0793.See file dsdata.txt to determine how the superseded data were derived.
 EW0793
 EW0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699443(NAD 83)
 EW0793_MARKER: DD = SURVEY DISK
 EW0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0793_STAMPING: 102-39 1957 5869
 EW0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0793+STABILITY: SURFACE MOTION
 EW0793
 EW0793  HISTORY     - Date     Condition        Report By
 EW0793  HISTORY     - 1957     MONUMENTED       CA-037
 EW0793  HISTORY     - 1971     GOOD             NGS
 EW0793  HISTORY     - 20070406 POOR             GEOCAC
 EW0793
 EW0793                          STATION DESCRIPTION
 EW0793
 EW0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0793'0.9 MI NW FROM FAIRMONT.
 EW0793'0.9 MILE NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0793'FAIRMONT, 0.25 MILE SOUTHEAST OF THE JUNCTION OF 167TH STREET
 EW0793'WEST, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 95 FEET
 EW0793'EAST OF POWER POLE 1491113E, 1.0 FOOT SOUTH OF A FENCE, 0.6 FOOT
 EW0793'NORTH OF A WITNESS POST, 0.9 FOOT WEST OF A WITNESS POST, ABOUT
 EW0793'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0793'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 36, T 8 N,
 EW0793'R 15 W.
 EW0793
 EW0793                          STATION RECOVERY (2007)
 EW0793
 EW0793'RECOVERY NOTE BY GEOCACHING 2007 (REO)
 EW0793'DISK LOOKS LIKE IT WAS MOVED TO WIDEN ROAD , I SAW BUT DUE TO HIGH
 EW0793'TRAFFIC WAS UNABLE TO STOP SAFELY , AT LEAST 2 MORE LIKE THIS ON
 EW0793'LANCASTER RD. BETWEEN THIS ONE AND WEST 170 AVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5952 ***********************************************************************
 EW5952  DESIGNATION -  102 4 RM 1 V CO
 EW5952  PID         -  EW5952
 EW5952  STATE/COUNTY-  CA/VENTURA
 EW5952  USGS QUAD   -  OXNARD (1967)
 EW5952
 EW5952                         *CURRENT SURVEY CONTROL
 EW5952  ___________________________________________________________________
 EW5952* NAD 83(1986)-  34 14 42.     (N)    119 13 23.     (W)     SCALED    
 EW5952* NAVD 88     -        21.18   (+/-2cm)      69.5    (feet)  VERTCON   
 EW5952  ___________________________________________________________________
 EW5952  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 EW5952  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5952
 EW5952.The horizontal coordinates were scaled from a topographic map and have
 EW5952.an estimated accuracy of +/- 6 seconds.
 EW5952
 EW5952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5952.The vertical order pertains to the NGVD 29 superseded value.
 EW5952
 EW5952.The geoid height was determined by GEOID03.
 EW5952
 EW5952;                    North         East    Units  Estimated Accuracy
 EW5952;SPC CA 5     -   583,330.    1,887,340.      MT  (+/- 180 meters Scaled)
 EW5952
 EW5952                          SUPERSEDED SURVEY CONTROL
 EW5952
 EW5952  NGVD 29 (??/??/92)   20.44   (m)           67.1    (f) COMPUTED    1 1
 EW5952
 EW5952.Superseded values are not recommended for survey control.
 EW5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5952.See file dsdata.txt to determine how the superseded data were derived.
 EW5952
 EW5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT952915(NAD 83)
 EW5952_MARKER: DD = SURVEY DISK
 EW5952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5952_SP_SET: CULVERT
 EW5952_STAMPING: 1969 102-4 RM 1
 EW5952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5952
 EW5952  HISTORY     - Date     Condition        Report By
 EW5952  HISTORY     - 1969     MONUMENTED       CA-111
 EW5952
 EW5952                          STATION DESCRIPTION
 EW5952
 EW5952'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5952'AT VENTURA.
 EW5952'AT A DISTANCE OF 10,892 FEET EASTERLY ALONG OLIVAS PARK DRIVE
 EW5952'FROM THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5952'25.6 FT SOUTHERLY FROM THE CENTER OF OLIVAS PARK DRIVE, 5 INCHES
 EW5952'W FROM THE E END OF A 10-IN X 17-FT CONCRETE HEADWALL, A STANDARD
 EW5952'VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 102-4 RM-1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5951 ***********************************************************************
 EW5951  DESIGNATION -  102 4 V CO
 EW5951  PID         -  EW5951
 EW5951  STATE/COUNTY-  CA/VENTURA
 EW5951  USGS QUAD   -  OXNARD (1967)
 EW5951
 EW5951                         *CURRENT SURVEY CONTROL
 EW5951  ___________________________________________________________________
 EW5951* NAD 83(1986)-  34 14 42.     (N)    119 13 27.     (W)     SCALED    
 EW5951* NAVD 88     -        20.77   (+/-2cm)      68.1    (feet)  VERTCON   
 EW5951  ___________________________________________________________________
 EW5951  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 EW5951  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5951
 EW5951.The horizontal coordinates were scaled from a topographic map and have
 EW5951.an estimated accuracy of +/- 6 seconds.
 EW5951
 EW5951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5951.The vertical order pertains to the NGVD 29 superseded value.
 EW5951
 EW5951.The geoid height was determined by GEOID03.
 EW5951
 EW5951;                    North         East    Units  Estimated Accuracy
 EW5951;SPC CA 5     -   583,330.    1,887,240.      MT  (+/- 180 meters Scaled)
 EW5951
 EW5951                          SUPERSEDED SURVEY CONTROL
 EW5951
 EW5951  NGVD 29 (??/??/92)   20.02   (m)           65.7    (f) COMPUTED    1 1
 EW5951
 EW5951.Superseded values are not recommended for survey control.
 EW5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5951.See file dsdata.txt to determine how the superseded data were derived.
 EW5951
 EW5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT951915(NAD 83)
 EW5951_MARKER: DD = SURVEY DISK
 EW5951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5951_SP_SET: WELL
 EW5951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5951
 EW5951  HISTORY     - Date     Condition        Report By
 EW5951  HISTORY     - UNK      MONUMENTED       CA-111
 EW5951  HISTORY     - 1969     GOOD             CA-111
 EW5951
 EW5951                          STATION DESCRIPTION
 EW5951
 EW5951'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5951'AT VENTURA.
 EW5951'AT A DISTANCE OF 10,582 FT EASTERLY ALONG OLIVAS PARK DRIVE FROM
 EW5951'THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5951'IN THE CENTER OF OLIVAS PARK DRIVE AND ON A CENTERLINE MONUMENT
 EW5951'SET IN A WELL AT B.C. STA. 105+82.04.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0795 ***********************************************************************
 EW0795  DESIGNATION -  102 41 LA CO
 EW0795  PID         -  EW0795
 EW0795  STATE/COUNTY-  CA/LOS ANGELES
 EW0795  USGS QUAD   -  LAKE HUGHES (1995)
 EW0795
 EW0795                         *CURRENT SURVEY CONTROL
 EW0795  ___________________________________________________________________
 EW0795* NAD 83(1986)-  34 44 21.     (N)    118 25 51.     (W)     SCALED    
 EW0795* NAVD 88     -       849.60   (+/-2cm)    2787.4    (feet)  VERTCON   
 EW0795  ___________________________________________________________________
 EW0795  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0795  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0795
 EW0795.The horizontal coordinates were scaled from a topographic map and have
 EW0795.an estimated accuracy of +/- 6 seconds.
 EW0795
 EW0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0795.The vertical order pertains to the NGVD 29 superseded value.
 EW0795
 EW0795.The geoid height was determined by GEOID03.
 EW0795
 EW0795;                    North         East    Units  Estimated Accuracy
 EW0795;SPC CA 5     -   637,540.    1,960,550.      MT  (+/- 180 meters Scaled)
 EW0795
 EW0795                          SUPERSEDED SURVEY CONTROL
 EW0795
 EW0795  NGVD 29 (??/??/92)  848.723  (m)         2784.52   (f) ADJ UNCH    1 2
 EW0795
 EW0795.Superseded values are not recommended for survey control.
 EW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0795.See file dsdata.txt to determine how the superseded data were derived.
 EW0795
 EW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU690450(NAD 83)
 EW0795_MARKER: DD = SURVEY DISK
 EW0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0795_STAMPING: BM 102-41 1957 5869
 EW0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0795+STABILITY: SURFACE MOTION
 EW0795
 EW0795  HISTORY     - Date     Condition        Report By
 EW0795  HISTORY     - 1957     MONUMENTED       CA-037
 EW0795  HISTORY     - 1960     GOOD             NGS
 EW0795  HISTORY     - 1971     GOOD             NGS
 EW0795
 EW0795                          STATION DESCRIPTION
 EW0795
 EW0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0795'1.7 MI NW FROM FAIRMONT.
 EW0795'1.7 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0795'FAIRMONT, AT THE JUNCTION OF 170TH STREET WEST LEADING NORTH,
 EW0795'AT THE CROSSING OF A TELEPHONE LINE, 36 1/2 FEET SOUTH OF THE
 EW0795'CENTER LINE OF THE ROAD, 10 FEET EAST OF THE EXTENDED CENTER
 EW0795'LINE OF THE STREET, 62 1/2 FEET EAST-SOUTHEAST OF THE CENTER
 EW0795'OF THE SOUTHEAST END OF A 24-INCH ASKEW PIPE CULVERT UNDER THE
 EW0795'ROAD, 33 FEET WEST OF THE WEST END OF A SMALL WOODEN GATE, 12.3
 EW0795'FEET SOUTH OF THE SOUTH EDGE OF A SANDBAG RETAINING WALL, 2 1/2
 EW0795'FEET WEST OF A TELEPHONE POLE, 0.6 FOOT SOUTH OF A WITNESS POST,
 EW0795'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0795'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW0795
 EW0795                          STATION RECOVERY (1971)
 EW0795
 EW0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0796 ***********************************************************************
 EW0796  DESIGNATION -  102 42 LA CO
 EW0796  PID         -  EW0796
 EW0796  STATE/COUNTY-  CA/LOS ANGELES
 EW0796  USGS QUAD   -  LAKE HUGHES (1995)
 EW0796
 EW0796                         *CURRENT SURVEY CONTROL
 EW0796  ___________________________________________________________________
 EW0796* NAD 83(1986)-  34 44 20.     (N)    118 26 24.     (W)     SCALED    
 EW0796* NAVD 88     -       856.52   (+/-2cm)    2810.1    (feet)  VERTCON   
 EW0796  ___________________________________________________________________
 EW0796  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0796  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0796
 EW0796.The horizontal coordinates were scaled from a topographic map and have
 EW0796.an estimated accuracy of +/- 6 seconds.
 EW0796
 EW0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0796.The vertical order pertains to the NGVD 29 superseded value.
 EW0796
 EW0796.The geoid height was determined by GEOID03.
 EW0796
 EW0796;                    North         East    Units  Estimated Accuracy
 EW0796;SPC CA 5     -   637,510.    1,959,710.      MT  (+/- 180 meters Scaled)
 EW0796
 EW0796                          SUPERSEDED SURVEY CONTROL
 EW0796
 EW0796  NGVD 29 (??/??/92)  855.642  (m)         2807.22   (f) ADJ UNCH    1 2
 EW0796
 EW0796.Superseded values are not recommended for survey control.
 EW0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0796.See file dsdata.txt to determine how the superseded data were derived.
 EW0796
 EW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU681450(NAD 83)
 EW0796_MARKER: DD = SURVEY DISK
 EW0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0796_STAMPING: BM 102-42 1957 5869
 EW0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0796+STABILITY: SURFACE MOTION
 EW0796
 EW0796  HISTORY     - Date     Condition        Report By
 EW0796  HISTORY     - 1957     MONUMENTED       CA-037
 EW0796  HISTORY     - 1960     GOOD             NGS
 EW0796  HISTORY     - 1971     GOOD             NGS
 EW0796
 EW0796                          STATION DESCRIPTION
 EW0796
 EW0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0796'2.2 MI NW FROM FAIRMONT.
 EW0796'2.25 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0796'FAIRMONT, 56 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22
 EW0796'FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF POWER POLE 699359E
 EW0796'WITH A GUY WIRE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 3 1/2
 EW0796'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0796'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EW0796
 EW0796                          STATION RECOVERY (1971)
 EW0796
 EW0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0797 ***********************************************************************
 EW0797  DESIGNATION -  102 43 LA CO
 EW0797  PID         -  EW0797
 EW0797  STATE/COUNTY-  CA/LOS ANGELES
 EW0797  USGS QUAD   -  LAKE HUGHES (1995)
 EW0797
 EW0797                         *CURRENT SURVEY CONTROL
 EW0797  ___________________________________________________________________
 EW0797* NAD 83(1986)-  34 44 20.     (N)    118 26 56.     (W)     SCALED    
 EW0797* NAVD 88     -       863.75   (+/-2cm)    2833.8    (feet)  VERTCON   
 EW0797  ___________________________________________________________________
 EW0797  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0797  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0797
 EW0797.The horizontal coordinates were scaled from a topographic map and have
 EW0797.an estimated accuracy of +/- 6 seconds.
 EW0797
 EW0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0797.The vertical order pertains to the NGVD 29 superseded value.
 EW0797
 EW0797.The geoid height was determined by GEOID03.
 EW0797
 EW0797;                    North         East    Units  Estimated Accuracy
 EW0797;SPC CA 5     -   637,520.    1,958,900.      MT  (+/- 180 meters Scaled)
 EW0797
 EW0797                          SUPERSEDED SURVEY CONTROL
 EW0797
 EW0797  NGVD 29 (??/??/92)  862.871  (m)         2830.94   (f) ADJ UNCH    1 2
 EW0797
 EW0797.Superseded values are not recommended for survey control.
 EW0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0797.See file dsdata.txt to determine how the superseded data were derived.
 EW0797
 EW0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU673450(NAD 83)
 EW0797_MARKER: DD = SURVEY DISK
 EW0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0797_STAMPING: BM 102-43 1957 5869
 EW0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0797+STABILITY: SURFACE MOTION
 EW0797
 EW0797  HISTORY     - Date     Condition        Report By
 EW0797  HISTORY     - 1957     MONUMENTED       CA-037
 EW0797  HISTORY     - 1960     GOOD             NGS
 EW0797  HISTORY     - 1971     GOOD             NGS
 EW0797
 EW0797                          STATION DESCRIPTION
 EW0797
 EW0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0797'2.8 MI NW FROM FAIRMONT.
 EW0797'2.75 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0797'FAIRMONT, AT THE JUNCTION OF 180TH STREET WEST LEADING SOUTH,
 EW0797'55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE
 EW0797'CENTER LINE OF THE STREET, 21 FEET SOUTH OF A FENCE CORNER, 2 1/2
 EW0797'FEET NORTH OF POWER POLE 699364E, 0.6 FOOT SOUTH OF A WITNESS
 EW0797'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0797'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EW0797
 EW0797                          STATION RECOVERY (1971)
 EW0797
 EW0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0782 ***********************************************************************
 EW0782  DESIGNATION -  102 46 LA CO
 EW0782  PID         -  EW0782
 EW0782  STATE/COUNTY-  CA/LOS ANGELES
 EW0782  USGS QUAD   -  LAKE HUGHES (1995)
 EW0782
 EW0782                         *CURRENT SURVEY CONTROL
 EW0782  ___________________________________________________________________
 EW0782* NAD 83(1986)-  34 44 47.     (N)    118 28 00.     (W)     SCALED    
 EW0782* NAVD 88     -       875.81   (+/-2cm)    2873.4    (feet)  VERTCON   
 EW0782  ___________________________________________________________________
 EW0782  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EW0782  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0782
 EW0782.The horizontal coordinates were scaled from a topographic map and have
 EW0782.an estimated accuracy of +/- 6 seconds.
 EW0782
 EW0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0782.The vertical order pertains to the NGVD 29 superseded value.
 EW0782
 EW0782.The geoid height was determined by GEOID03.
 EW0782
 EW0782;                    North         East    Units  Estimated Accuracy
 EW0782;SPC CA 5     -   638,360.    1,957,270.      MT  (+/- 180 meters Scaled)
 EW0782
 EW0782                          SUPERSEDED SURVEY CONTROL
 EW0782
 EW0782  NGVD 29 (??/??/92)  874.934  (m)         2870.51   (f) ADJ UNCH    1 1
 EW0782
 EW0782.Superseded values are not recommended for survey control.
 EW0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0782.See file dsdata.txt to determine how the superseded data were derived.
 EW0782
 EW0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU657458(NAD 83)
 EW0782_MARKER: DD = SURVEY DISK
 EW0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0782_STAMPING: BM 102-46 1957 5869
 EW0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0782+STABILITY: SURFACE MOTION
 EW0782
 EW0782  HISTORY     - Date     Condition        Report By
 EW0782  HISTORY     - 1957     MONUMENTED       CA-037
 EW0782  HISTORY     - 1960     GOOD             NGS
 EW0782  HISTORY     - 1971     GOOD             NGS
 EW0782
 EW0782                          STATION DESCRIPTION
 EW0782
 EW0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0782'4.2 MI NW FROM FAIRMONT.
 EW0782'4.25 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0782'FAIRMONT, 66 FEET NORTH OF THE CENTER OF THE JUNCTION OF 190TH
 EW0782'STREET WEST LEADING NORTH, 45 FEET NORTHEAST OF THE CENTER
 EW0782'LINE OF THE ROAD, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 EW0782'STREET, 0.9 FOOT SOUTHWEST OF A 2-INCH IRON PIPE WHICH PROJECTS
 EW0782'3 FEET ABOVE THE GROUND, 0.8 FOOT NORTHEAST OF A WITNESS POST,
 EW0782'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0782'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0782
 EW0782                          STATION RECOVERY (1971)
 EW0782
 EW0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0783 ***********************************************************************
 EW0783  DESIGNATION -  102 47 LA CO
 EW0783  PID         -  EW0783
 EW0783  STATE/COUNTY-  CA/LOS ANGELES
 EW0783  USGS QUAD   -  LAKE HUGHES (1995)
 EW0783
 EW0783                         *CURRENT SURVEY CONTROL
 EW0783  ___________________________________________________________________
 EW0783* NAD 83(1986)-  34 44 47.     (N)    118 28 31.     (W)     SCALED    
 EW0783* NAVD 88     -       885.15   (+/-2cm)    2904.0    (feet)  VERTCON   
 EW0783  ___________________________________________________________________
 EW0783  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EW0783  VERT ORDER  -  THIRD (See Below)
 EW0783
 EW0783.The horizontal coordinates were scaled from a topographic map and have
 EW0783.an estimated accuracy of +/- 6 seconds.
 EW0783
 EW0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0783.The vertical order pertains to the NGVD 29 superseded value.
 EW0783
 EW0783.The geoid height was determined by GEOID03.
 EW0783
 EW0783;                    North         East    Units  Estimated Accuracy
 EW0783;SPC CA 5     -   638,360.    1,956,480.      MT  (+/- 180 meters Scaled)
 EW0783
 EW0783                          SUPERSEDED SURVEY CONTROL
 EW0783
 EW0783  NGVD 29 (??/??/??)  884.27   (m)         2901.1    (f) RESET       3  
 EW0783
 EW0783.Superseded values are not recommended for survey control.
 EW0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0783.See file dsdata.txt to determine how the superseded data were derived.
 EW0783
 EW0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU649459(NAD 83)
 EW0783_MARKER: DD = SURVEY DISK
 EW0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0783_SP_SET: CONCRETE
 EW0783_STAMPING: BM 102-47 1957 5869
 EW0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0783
 EW0783  HISTORY     - Date     Condition        Report By
 EW0783  HISTORY     - 1957     MONUMENTED       CA-037
 EW0783  HISTORY     - 1968     GOOD             NGS
 EW0783
 EW0783                          STATION DESCRIPTION
 EW0783
 EW0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0783'19.5 MI W FROM LANCASTER.
 EW0783'LANCASTER, 19.5 MILES WESTERLY OF POST OFFICE.  AVENUE E-15,
 EW0783'ABOUT 0.5 MILES WEST OF 190TH STREET WEST, 65.0 FEET EAST OF
 EW0783'A DIRT FIELD ROAD LEADING SOUTH, ON THE PRODUCTION OF THE
 EW0783'WESTERLY LINE OF BOARD FENCES MARKING THE LOT CORNERS TO THE
 EW0783'NORTH, NEAR THE CENTER OF AVENUE E-15.  SET IN CONCRETE ABOUT
 EW0783'8 INCHES BELOW THE PAVEMENT SURFACE IN A WELL UNDER A COUNTY
 EW0783'ENGINEER CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0784 ***********************************************************************
 EW0784  DESIGNATION -  102 48 LA CO
 EW0784  PID         -  EW0784
 EW0784  STATE/COUNTY-  CA/LOS ANGELES
 EW0784  USGS QUAD   -  LAKE HUGHES (1995)
 EW0784
 EW0784                         *CURRENT SURVEY CONTROL
 EW0784  ___________________________________________________________________
 EW0784* NAD 83(1986)-  34 44 47.     (N)    118 29 04.     (W)     SCALED    
 EW0784* NAVD 88     -       900.89   (+/-2cm)    2955.7    (feet)  VERTCON   
 EW0784  ___________________________________________________________________
 EW0784  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0784  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0784
 EW0784.The horizontal coordinates were scaled from a topographic map and have
 EW0784.an estimated accuracy of +/- 6 seconds.
 EW0784
 EW0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0784.The vertical order pertains to the NGVD 29 superseded value.
 EW0784
 EW0784.The geoid height was determined by GEOID03.
 EW0784
 EW0784;                    North         East    Units  Estimated Accuracy
 EW0784;SPC CA 5     -   638,360.    1,955,640.      MT  (+/- 180 meters Scaled)
 EW0784
 EW0784                          SUPERSEDED SURVEY CONTROL
 EW0784
 EW0784  NGVD 29 (??/??/92)  900.007  (m)         2952.77   (f) ADJ UNCH    1 1
 EW0784
 EW0784.Superseded values are not recommended for survey control.
 EW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0784.See file dsdata.txt to determine how the superseded data were derived.
 EW0784
 EW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU641459(NAD 83)
 EW0784_MARKER: DD = SURVEY DISK
 EW0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0784_STAMPING: 102-48 1957 5869
 EW0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0784+STABILITY: SURFACE MOTION
 EW0784
 EW0784  HISTORY     - Date     Condition        Report By
 EW0784  HISTORY     - 1957     MONUMENTED       CA-037
 EW0784  HISTORY     - 1960     GOOD             NGS
 EW0784  HISTORY     - 1971     GOOD             NGS
 EW0784
 EW0784                          STATION DESCRIPTION
 EW0784
 EW0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0784'5.2 MI NW FROM FAIRMONT.
 EW0784'5.25 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0784'FAIRMONT, ON THE OUTSIDE OF A CURVE, AT THE JUNCTION OF AVENUE
 EW0784'F WEST, 69 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 19
 EW0784'FEET NORTH OF THE CENTER LINE OF AVENUE F, 0.5 FOOT SOUTH OF A
 EW0784'2-INCH IRON PIPE WHICH PROJECTS 3 FEET ABOVE THE GROUND, 0.7 FOOT
 EW0784'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE MAIN ROAD, AND SET
 EW0784'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EW0784'GROUND.
 EW0784
 EW0784                          STATION RECOVERY (1971)
 EW0784
 EW0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0549 ***********************************************************************
 EW0549  DESIGNATION -  102 5 LA CO
 EW0549  PID         -  EW0549
 EW0549  STATE/COUNTY-  CA/LOS ANGELES
 EW0549  USGS QUAD   -  LANCASTER WEST (1974)
 EW0549
 EW0549                         *CURRENT SURVEY CONTROL
 EW0549  ___________________________________________________________________
 EW0549* NAD 83(1986)-  34 42 15.     (N)    118 10 28.     (W)     SCALED    
 EW0549* NAVD 88     -       706.86   (+/-2cm)    2319.1    (feet)  VERTCON   
 EW0549  ___________________________________________________________________
 EW0549  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EW0549  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0549
 EW0549.The horizontal coordinates were scaled from a topographic map and have
 EW0549.an estimated accuracy of +/- 6 seconds.
 EW0549
 EW0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0549.The vertical order pertains to the NGVD 29 superseded value.
 EW0549
 EW0549.The geoid height was determined by GEOID03.
 EW0549
 EW0549;                    North         East    Units  Estimated Accuracy
 EW0549;SPC CA 5     -   633,590.    1,984,020.      MT  (+/- 180 meters Scaled)
 EW0549
 EW0549                          SUPERSEDED SURVEY CONTROL
 EW0549
 EW0549  NGVD 29 (??/??/92)  706.008  (m)         2316.29   (f) ADJ UNCH    1 1
 EW0549
 EW0549.Superseded values are not recommended for survey control.
 EW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0549.See file dsdata.txt to determine how the superseded data were derived.
 EW0549
 EW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU924408(NAD 83)
 EW0549_MARKER: DD = SURVEY DISK
 EW0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0549_STAMPING: BM 102-5 1957 5869
 EW0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0549+STABILITY: SURFACE MOTION
 EW0549
 EW0549  HISTORY     - Date     Condition        Report By
 EW0549  HISTORY     - 1957     MONUMENTED       CA-037
 EW0549  HISTORY     - 1971     GOOD             NGS
 EW0549
 EW0549                          STATION DESCRIPTION
 EW0549
 EW0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0549'2 MI W FROM LANCASTER.
 EW0549'2.05 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0549'HIGHWAY AT LANCASTER, AT THE JUNCTION OF AN ASPHALT ROAD
 EW0549'NORTH TO RADIO TOWERS, 86 1/2 FEET NORTH OF THE CENTER LINE
 EW0549'OF THE AVENUE, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 EW0549'4 FEET SOUTH OF POWER POLE 116700E WITH TWO GUY WIRES, 52.2
 EW0549'FEET NORTH OF THE CENTER OF THE EAST END OF A 48-INCH PIPE
 EW0549'CULVERT UNDER THE ROAD, ABOUT 1/2 FOOT LOWER THAN THE AVENUE,
 EW0549'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW0549'THE GROUND.  SECTION 8, T7N, R 12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5955 ***********************************************************************
 EW5955  DESIGNATION -  102 5 RM 1 V CO
 EW5955  PID         -  EW5955
 EW5955  STATE/COUNTY-  CA/VENTURA
 EW5955  USGS QUAD   -  OXNARD (1967)
 EW5955
 EW5955                         *CURRENT SURVEY CONTROL
 EW5955  ___________________________________________________________________
 EW5955* NAD 83(1986)-  34 14 43.     (N)    119 13 00.     (W)     SCALED    
 EW5955* NAVD 88     -        20.09   (+/-2cm)      65.9    (feet)  VERTCON   
 EW5955  ___________________________________________________________________
 EW5955  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EW5955  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5955
 EW5955.The horizontal coordinates were scaled from a topographic map and have
 EW5955.an estimated accuracy of +/- 6 seconds.
 EW5955
 EW5955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5955.The vertical order pertains to the NGVD 29 superseded value.
 EW5955
 EW5955.The geoid height was determined by GEOID03.
 EW5955
 EW5955;                    North         East    Units  Estimated Accuracy
 EW5955;SPC CA 5     -   583,350.    1,887,930.      MT  (+/- 180 meters Scaled)
 EW5955
 EW5955                          SUPERSEDED SURVEY CONTROL
 EW5955
 EW5955  NGVD 29 (??/??/92)   19.35   (m)           63.5    (f) COMPUTED    1 1
 EW5955
 EW5955.Superseded values are not recommended for survey control.
 EW5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5955.See file dsdata.txt to determine how the superseded data were derived.
 EW5955
 EW5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT958915(NAD 83)
 EW5955_MARKER: DR = REFERENCE MARK DISK
 EW5955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5955_SP_SET: STREET
 EW5955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5955
 EW5955  HISTORY     - Date     Condition        Report By
 EW5955  HISTORY     - 1974     MONUMENTED       CA-111
 EW5955
 EW5955                          STATION DESCRIPTION
 EW5955
 EW5955'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1974
 EW5955'AT MONTALVO.
 EW5955'AT THE INTERSECTION OF VICTORIA AVE. AND OLIVAS PARK DR., A STANDARD
 EW5955'VENTURA COUNTY CENTERLINE MONUMENT AND WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5958 ***********************************************************************
 EW5958  DESIGNATION -  102 5 RM 3 V CO
 EW5958  PID         -  EW5958
 EW5958  STATE/COUNTY-  CA/VENTURA
 EW5958  USGS QUAD   -  OXNARD (1967)
 EW5958
 EW5958                         *CURRENT SURVEY CONTROL
 EW5958  ___________________________________________________________________
 EW5958* NAD 83(1986)-  34 14 43.     (N)    119 13 00.     (W)     SCALED    
 EW5958* NAVD 88     -        20.37   (+/-2cm)      66.8    (feet)  VERTCON   
 EW5958  ___________________________________________________________________
 EW5958  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EW5958  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5958
 EW5958.The horizontal coordinates were scaled from a topographic map and have
 EW5958.an estimated accuracy of +/- 6 seconds.
 EW5958
 EW5958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5958.The vertical order pertains to the NGVD 29 superseded value.
 EW5958
 EW5958.The geoid height was determined by GEOID03.
 EW5958
 EW5958;                    North         East    Units  Estimated Accuracy
 EW5958;SPC CA 5     -   583,350.    1,887,930.      MT  (+/- 180 meters Scaled)
 EW5958
 EW5958                          SUPERSEDED SURVEY CONTROL
 EW5958
 EW5958  NGVD 29 (??/??/92)   19.62   (m)           64.4    (f) COMPUTED    1 1
 EW5958
 EW5958.Superseded values are not recommended for survey control.
 EW5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5958.See file dsdata.txt to determine how the superseded data were derived.
 EW5958
 EW5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT958915(NAD 83)
 EW5958_MARKER: DD = SURVEY DISK
 EW5958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5958_SP_SET: MONUMENT+WELL
 EW5958_STAMPING: 102-5 RM 3
 EW5958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5958
 EW5958  HISTORY     - Date     Condition        Report By
 EW5958  HISTORY     - 1974     MONUMENTED       CA-111
 EW5958  HISTORY     - 1969     GOOD             CA-111
 EW5958
 EW5958                          STATION DESCRIPTION
 EW5958
 EW5958'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1974
 EW5958'AT MONTALVO.
 EW5958'AT THE INTERSECTION OF OLIVAS PARK DR. AND VICTORIA AVE. IN THE NORTH-
 EW5958'WEST CORNER,  110+ FT. WEST OF THE CENTERLINE INTERSECTION, 130I FT.
 EW5958'NORTH OF THE CENTERLINE OF OLIVAS PARK DR. AND IN THE CENTER OF 10- FT
 EW5958'X 10-IN. CONCRETE HEADWALL. A STANDARD VENTURA COUNTY BM MONUMENT SET
 EW5958'FLUSH AND STAMPED 102-5 RM 3.
 EW5958
 EW5958                          STATION RECOVERY (1969)
 EW5958
 EW5958'RECOVERY NOTE BY VENTURA COUNTY CALIFORNIA 1969
 EW5958'AT A DISTANCE OF 2915.27 FT FROM THE INTERSECTION OF OLIVAS PARK
 EW5958'DRIVE AND HARBOR BOULEVARD AND IN THE CENTERLINE OF CONSTRUCTION
 EW5958'AT STA. 29+15.27 E.C., OLIVAS PARK DR ALIGNMENT FB 1702-A, A
 EW5958'STANDARD CENTERLINE MONUMENT AND WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5954 ***********************************************************************
 EW5954  DESIGNATION -  102 5 V CO
 EW5954  PID         -  EW5954
 EW5954  STATE/COUNTY-  CA/VENTURA
 EW5954  USGS QUAD   -  OXNARD (1967)
 EW5954
 EW5954                         *CURRENT SURVEY CONTROL
 EW5954  ___________________________________________________________________
 EW5954* NAD 83(1986)-  34 14 42.     (N)    119 13 07.     (W)     SCALED    
 EW5954* NAVD 88     -        20.53   (+/-2cm)      67.4    (feet)  VERTCON   
 EW5954  ___________________________________________________________________
 EW5954  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 EW5954  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5954
 EW5954.The horizontal coordinates were scaled from a topographic map and have
 EW5954.an estimated accuracy of +/- 6 seconds.
 EW5954
 EW5954.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5954.The vertical order pertains to the NGVD 29 superseded value.
 EW5954
 EW5954.The geoid height was determined by GEOID03.
 EW5954
 EW5954;                    North         East    Units  Estimated Accuracy
 EW5954;SPC CA 5     -   583,320.    1,887,750.      MT  (+/- 180 meters Scaled)
 EW5954
 EW5954                          SUPERSEDED SURVEY CONTROL
 EW5954
 EW5954  NGVD 29 (??/??/92)   19.78   (m)           64.9    (f) COMPUTED    1 1
 EW5954
 EW5954.Superseded values are not recommended for survey control.
 EW5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5954.See file dsdata.txt to determine how the superseded data were derived.
 EW5954
 EW5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT956915(NAD 83)
 EW5954_MARKER: DD = SURVEY DISK
 EW5954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5954_SP_SET: WELL
 EW5954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5954
 EW5954  HISTORY     - Date     Condition        Report By
 EW5954  HISTORY     - UNK      MONUMENTED       CA-111
 EW5954  HISTORY     - 1969     GOOD             CA-111
 EW5954
 EW5954                          STATION DESCRIPTION
 EW5954
 EW5954'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5954'AT VENTURA.
 EW5954'AT A DISTANCE OF 12,275 FEET EASTERLY ALONG OLIVAS PARK DRIVE
 EW5954'FROM THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS PARK DRIVE.
 EW5954'IN THE CENTER OF OLIVAS PARK DRIVE, AND ON A CENTERLINE MONUMENT
 EW5954'SET IN A WELL AT P.O.T. STA. 122+75.62.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0929 ***********************************************************************
 EW0929  DESIGNATION -  102 50 LA CO
 EW0929  PID         -  EW0929
 EW0929  STATE/COUNTY-  CA/LOS ANGELES
 EW0929  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0929
 EW0929                         *CURRENT SURVEY CONTROL
 EW0929  ___________________________________________________________________
 EW0929* NAD 83(1986)-  34 45 22.     (N)    118 29 49.     (W)     SCALED    
 EW0929* NAVD 88     -       893.93   (+/-2cm)    2932.8    (feet)  VERTCON   
 EW0929  ___________________________________________________________________
 EW0929  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0929  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0929
 EW0929.The horizontal coordinates were scaled from a topographic map and have
 EW0929.an estimated accuracy of +/- 6 seconds.
 EW0929
 EW0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0929.The vertical order pertains to the NGVD 29 superseded value.
 EW0929
 EW0929.The geoid height was determined by GEOID03.
 EW0929
 EW0929;                    North         East    Units  Estimated Accuracy
 EW0929;SPC CA 5     -   639,450.    1,954,500.      MT  (+/- 180 meters Scaled)
 EW0929
 EW0929                          SUPERSEDED SURVEY CONTROL
 EW0929
 EW0929  NGVD 29 (??/??/92)  893.039  (m)         2929.91   (f) ADJ UNCH    1 1
 EW0929
 EW0929.Superseded values are not recommended for survey control.
 EW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0929.See file dsdata.txt to determine how the superseded data were derived.
 EW0929
 EW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU629470(NAD 83)
 EW0929_MARKER: DD = SURVEY DISK
 EW0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0929_STAMPING: BM 102-50 1957 5869
 EW0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0929+STABILITY: SURFACE MOTION
 EW0929
 EW0929  HISTORY     - Date     Condition        Report By
 EW0929  HISTORY     - 1957     MONUMENTED       CA-037
 EW0929  HISTORY     - 1960     GOOD             NGS
 EW0929
 EW0929                          STATION DESCRIPTION
 EW0929
 EW0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0929'6.3 MI NW FROM FAIRMONT.
 EW0929'6.3 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0929'FAIRMONT, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 EW0929'1.0 FOOT SOUTHWEST OF A 2-INCH IRON PIPE WHICH PROJECTS 2 1/2
 EW0929'FEET ABOVE THE GROUND, 1.0 FOOT NORTHEAST OF A WITNESS POST,
 EW0929'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0929'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2992 ***********************************************************************
 EW2992  DESIGNATION -  102 51 LA CO
 EW2992  PID         -  EW2992
 EW2992  STATE/COUNTY-  CA/LOS ANGELES
 EW2992  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2992
 EW2992                         *CURRENT SURVEY CONTROL
 EW2992  ___________________________________________________________________
 EW2992* NAD 83(1986)-  34 45 37.     (N)    118 30 22.     (W)     SCALED    
 EW2992* NAVD 88     -       883.85   (+/-2cm)    2899.8    (feet)  VERTCON   
 EW2992  ___________________________________________________________________
 EW2992  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW2992  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2992
 EW2992.The horizontal coordinates were scaled from a topographic map and have
 EW2992.an estimated accuracy of +/- 6 seconds.
 EW2992
 EW2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2992.The vertical order pertains to the NGVD 29 superseded value.
 EW2992
 EW2992.The geoid height was determined by GEOID03.
 EW2992
 EW2992;                    North         East    Units  Estimated Accuracy
 EW2992;SPC CA 5     -   639,910.    1,953,670.      MT  (+/- 180 meters Scaled)
 EW2992
 EW2992                          SUPERSEDED SURVEY CONTROL
 EW2992
 EW2992  NGVD 29 (??/??/92)  882.961  (m)         2896.85   (f) ADJ UNCH    1 1
 EW2992
 EW2992.Superseded values are not recommended for survey control.
 EW2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2992.See file dsdata.txt to determine how the superseded data were derived.
 EW2992
 EW2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU621474(NAD 83)
 EW2992_MARKER: DD = SURVEY DISK
 EW2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2992_STAMPING: BM 102-51 1957 5869
 EW2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2992+STABILITY: SURFACE MOTION
 EW2992
 EW2992  HISTORY     - Date     Condition        Report By
 EW2992  HISTORY     - 1957     MONUMENTED       CA-037
 EW2992  HISTORY     - 1960     GOOD             NGS
 EW2992  HISTORY     - 1971     GOOD             NGS
 EW2992
 EW2992                          STATION DESCRIPTION
 EW2992
 EW2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW2992'6.9 MI NW FROM FAIRMONT.
 EW2992'6.9 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW2992'FAIRMONT, 0.1 MILE EAST OF THE JUNCTION OF A DIRT ROAD NORTH,
 EW2992'AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 49 FEET NORTH
 EW2992'OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A WITNESS
 EW2992'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 EW2992'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EW2992
 EW2992                          STATION RECOVERY (1971)
 EW2992
 EW2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW2992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2993 ***********************************************************************
 EW2993  DESIGNATION -  102 52 LA CO
 EW2993  PID         -  EW2993
 EW2993  STATE/COUNTY-  CA/LOS ANGELES
 EW2993  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2993
 EW2993                         *CURRENT SURVEY CONTROL
 EW2993  ___________________________________________________________________
 EW2993* NAD 83(1986)-  34 45 37.     (N)    118 30 49.     (W)     SCALED    
 EW2993* NAVD 88     -       878.70   (+/-2cm)    2882.9    (feet)  VERTCON   
 EW2993  ___________________________________________________________________
 EW2993  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW2993  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2993
 EW2993.The horizontal coordinates were scaled from a topographic map and have
 EW2993.an estimated accuracy of +/- 6 seconds.
 EW2993
 EW2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2993.The vertical order pertains to the NGVD 29 superseded value.
 EW2993
 EW2993.The geoid height was determined by GEOID03.
 EW2993
 EW2993;                    North         East    Units  Estimated Accuracy
 EW2993;SPC CA 5     -   639,920.    1,952,980.      MT  (+/- 180 meters Scaled)
 EW2993
 EW2993                          SUPERSEDED SURVEY CONTROL
 EW2993
 EW2993  NGVD 29 (??/??/92)  877.806  (m)         2879.94   (f) ADJ UNCH    1 1
 EW2993
 EW2993.Superseded values are not recommended for survey control.
 EW2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2993.See file dsdata.txt to determine how the superseded data were derived.
 EW2993
 EW2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU614475(NAD 83)
 EW2993_MARKER: DD = SURVEY DISK
 EW2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2993_STAMPING: BM 102-52 1957 5869
 EW2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2993+STABILITY: SURFACE MOTION
 EW2993
 EW2993  HISTORY     - Date     Condition        Report By
 EW2993  HISTORY     - 1957     MONUMENTED       CA-037
 EW2993  HISTORY     - 1960     GOOD             NGS
 EW2993  HISTORY     - 1971     GOOD             NGS
 EW2993
 EW2993                          STATION DESCRIPTION
 EW2993
 EW2993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW2993'7.4 MI NW FROM FAIRMONT.
 EW2993'7.35 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW2993'FAIRMONT, 0.3 MILE EAST OF THE JUNCTION OF A DIRT ROAD SOUTH,
 EW2993'0.15 MILE WEST OF THE CENTER OF A CURVE, 32 FEET NORTH OF THE
 EW2993'CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A 2-INCH IRON PIPE
 EW2993'WHICH PROJECTS 2 1/2 FEET ABOVE THE GROUND, 1.0 FOOT SOUTH OF A
 EW2993'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 EW2993'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EW2993
 EW2993                          STATION RECOVERY (1971)
 EW2993
 EW2993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW2993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6665 ***********************************************************************
 EW6665  DESIGNATION -  102 54 A LA CO
 EW6665  PID         -  EW6665
 EW6665  STATE/COUNTY-  CA/LOS ANGELES
 EW6665  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW6665
 EW6665                         *CURRENT SURVEY CONTROL
 EW6665  ___________________________________________________________________
 EW6665* NAD 83(1986)-  34 45 47.     (N)    118 32 01.     (W)     SCALED    
 EW6665* NAVD 88     -       900.77   (+/-2cm)    2955.3    (feet)  VERTCON   
 EW6665  ___________________________________________________________________
 EW6665  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW6665  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6665
 EW6665.The horizontal coordinates were scaled from a topographic map and have
 EW6665.an estimated accuracy of +/- 6 seconds.
 EW6665
 EW6665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6665.The vertical order pertains to the NGVD 29 superseded value.
 EW6665
 EW6665.The geoid height was determined by GEOID03.
 EW6665
 EW6665;                    North         East    Units  Estimated Accuracy
 EW6665;SPC CA 5     -   640,230.    1,951,150.      MT  (+/- 180 meters Scaled)
 EW6665
 EW6665                          SUPERSEDED SURVEY CONTROL
 EW6665
 EW6665  NGVD 29 (??/??/92)  899.88   (m)         2952.4    (f) COMPUTED    1 1
 EW6665
 EW6665.Superseded values are not recommended for survey control.
 EW6665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6665.See file dsdata.txt to determine how the superseded data were derived.
 EW6665
 EW6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU596478(NAD 83)
 EW6665_MARKER: DD = SURVEY DISK
 EW6665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6665_STAMPING: BM 102-54A
 EW6665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6665+STABILITY: SURFACE MOTION
 EW6665
 EW6665  HISTORY     - Date     Condition        Report By
 EW6665  HISTORY     - UNK      MONUMENTED       CA-037
 EW6665  HISTORY     - 1974     GOOD             CA-037
 EW6665
 EW6665                          STATION DESCRIPTION
 EW6665
 EW6665'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW6665'18.4 MI E FROM GORMAN.
 EW6665'LANCASTER ROAD, 1.9 MILES WEST OF 210TH STREET WEST, 0.55 MILE EAST OF
 EW6665'235TH STREET WEST.  112.0 FEET NWLY OF POWER POLE NO. 707264E. 35.6
 EW6665'FEET NORTH OF APPROXIMATE CENTER OF PAVEMENT.  MARK IS SET IN TOP OF A
 EW6665'12 X 12 IN. CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.  A 2 IN.
 EW6665'DIAMETER MARKER PIPE IS 2.0 FEET TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2995 ***********************************************************************
 EW2995  DESIGNATION -  102 54 LA CO
 EW2995  PID         -  EW2995
 EW2995  STATE/COUNTY-  CA/LOS ANGELES
 EW2995  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2995
 EW2995                         *CURRENT SURVEY CONTROL
 EW2995  ___________________________________________________________________
 EW2995* NAD 83(1986)-  34 45 42.     (N)    118 31 53.     (W)     SCALED    
 EW2995* NAVD 88     -       897.87   (+/-2cm)    2945.8    (feet)  VERTCON   
 EW2995  ___________________________________________________________________
 EW2995  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW2995  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2995
 EW2995.The horizontal coordinates were scaled from a topographic map and have
 EW2995.an estimated accuracy of +/- 6 seconds.
 EW2995
 EW2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2995.The vertical order pertains to the NGVD 29 superseded value.
 EW2995
 EW2995.The geoid height was determined by GEOID03.
 EW2995
 EW2995;                    North         East    Units  Estimated Accuracy
 EW2995;SPC CA 5     -   640,080.    1,951,350.      MT  (+/- 180 meters Scaled)
 EW2995
 EW2995                          SUPERSEDED SURVEY CONTROL
 EW2995
 EW2995  NGVD 29 (??/??/92)  896.975  (m)         2942.83   (f) ADJ UNCH    1 1
 EW2995
 EW2995.Superseded values are not recommended for survey control.
 EW2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2995.See file dsdata.txt to determine how the superseded data were derived.
 EW2995
 EW2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU598476(NAD 83)
 EW2995_MARKER: DD = SURVEY DISK
 EW2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2995_STAMPING: B.M. 102-54 1957 5689
 EW2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2995+STABILITY: SURFACE MOTION
 EW2995
 EW2995  HISTORY     - Date     Condition        Report By
 EW2995  HISTORY     - 1957     MONUMENTED       CA-037
 EW2995  HISTORY     - 1960     GOOD             NGS
 EW2995  HISTORY     - 1971     GOOD             NGS
 EW2995
 EW2995                          STATION DESCRIPTION
 EW2995
 EW2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW2995'8.4 MI NW FROM FAIRMONT.
 EW2995'8.4 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW2995'FAIRMONT, 0.25 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH
 EW2995'DIRT ROAD, AT THE SOUTHEAST CORNER OF AN OLIVE ORCHARD, IN A
 EW2995'FENCE LINE, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 91 1/2
 EW2995'FEET NORTHWEST AND ACROSS THE ROAD FROM TELEPHONE POLE 707265E,
 EW2995'10 FEET WEST OF THE WEST END OF A GATE, 0.7 FOOT NORTH OF A
 EW2995'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 EW2995'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW2995
 EW2995                          STATION RECOVERY (1971)
 EW2995
 EW2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW2995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3001 ***********************************************************************
 EW3001  DESIGNATION -  102 55 LA CO
 EW3001  PID         -  EW3001
 EW3001  STATE/COUNTY-  CA/LOS ANGELES
 EW3001  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3001
 EW3001                         *CURRENT SURVEY CONTROL
 EW3001  ___________________________________________________________________
 EW3001* NAD 83(1986)-  34 45 41.     (N)    118 32 35.     (W)     SCALED    
 EW3001* NAVD 88     -       907.00   (+/-2cm)    2975.7    (feet)  VERTCON   
 EW3001  ___________________________________________________________________
 EW3001  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3001  VERT ORDER  -  THIRD (See Below)
 EW3001
 EW3001.The horizontal coordinates were scaled from a topographic map and have
 EW3001.an estimated accuracy of +/- 6 seconds.
 EW3001
 EW3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3001.The vertical order pertains to the NGVD 29 superseded value.
 EW3001
 EW3001.The geoid height was determined by GEOID03.
 EW3001
 EW3001;                    North         East    Units  Estimated Accuracy
 EW3001;SPC CA 5     -   640,050.    1,950,290.      MT  (+/- 180 meters Scaled)
 EW3001
 EW3001                          SUPERSEDED SURVEY CONTROL
 EW3001
 EW3001  NGVD 29 (??/??/??)  906.11   (m)         2972.8    (f) RESET       3  
 EW3001
 EW3001.Superseded values are not recommended for survey control.
 EW3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3001.See file dsdata.txt to determine how the superseded data were derived.
 EW3001
 EW3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU587476(NAD 83)
 EW3001_MARKER: P = PIPE CAP
 EW3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3001_STAMPING: BM 102-55 1957 5869
 EW3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3001+STABILITY: SURFACE MOTION
 EW3001
 EW3001  HISTORY     - Date     Condition        Report By
 EW3001  HISTORY     - 1957     MONUMENTED       CA-037
 EW3001  HISTORY     - 1968     GOOD             CA-037
 EW3001
 EW3001                          STATION DESCRIPTION
 EW3001
 EW3001'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW3001'17.5 MI E FROM GORMAN.
 EW3001'GORMAN, 17.5 MILES EASTERLY.  AVENUE D-15 AND 235TH STREET WEST,
 EW3001'ABOUT 200 FEET EAST OF BM 120-55A, 55.0 FEET SOUTH OF THE
 EW3001'PAVEMENT OF AVENUE D-15, 5.0 FEET WEST OF POWER POLE NO. 707257E.
 EW3001'SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 4
 EW3001'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3005 ***********************************************************************
 EW3005  DESIGNATION -  102 56 LA CO
 EW3005  PID         -  EW3005
 EW3005  STATE/COUNTY-  CA/LOS ANGELES
 EW3005  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3005
 EW3005                         *CURRENT SURVEY CONTROL
 EW3005  ___________________________________________________________________
 EW3005* NAD 83(1986)-  34 45 40.     (N)    118 33 13.     (W)     SCALED    
 EW3005* NAVD 88     -       919.53   (+/-2cm)    3016.8    (feet)  VERTCON   
 EW3005  ___________________________________________________________________
 EW3005  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW3005  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3005
 EW3005.The horizontal coordinates were scaled from a topographic map and have
 EW3005.an estimated accuracy of +/- 6 seconds.
 EW3005
 EW3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3005.The vertical order pertains to the NGVD 29 superseded value.
 EW3005
 EW3005.The geoid height was determined by GEOID03.
 EW3005
 EW3005;                    North         East    Units  Estimated Accuracy
 EW3005;SPC CA 5     -   640,030.    1,949,320.      MT  (+/- 180 meters Scaled)
 EW3005
 EW3005                          SUPERSEDED SURVEY CONTROL
 EW3005
 EW3005  NGVD 29 (??/??/92)  918.630  (m)         3013.87   (f) ADJ UNCH    1 1
 EW3005
 EW3005.Superseded values are not recommended for survey control.
 EW3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3005.See file dsdata.txt to determine how the superseded data were derived.
 EW3005
 EW3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU578476(NAD 83)
 EW3005_MARKER: DD = SURVEY DISK
 EW3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3005_STAMPING: 102-56 1957 5869
 EW3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3005+STABILITY: SURFACE MOTION
 EW3005
 EW3005  HISTORY     - Date     Condition        Report By
 EW3005  HISTORY     - 1957     MONUMENTED       CA-037
 EW3005  HISTORY     - 1960     GOOD             NGS
 EW3005  HISTORY     - 1971     GOOD             NGS
 EW3005
 EW3005                          STATION DESCRIPTION
 EW3005
 EW3005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3005'9.6 MI NW FROM FAIRMONT.
 EW3005'9.65 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW3005'FAIRMONT, ON THE OUTSIDE OF A SHARP CURVE, ON THE SOUTH SIDE OF A
 EW3005'DRY WASH, AT ROAD STATION MARKER POST 2375, 50 1/2 FEET SOUTHWEST
 EW3005'OF THE CENTER LINE OF THE ROAD, 0.9 FOOT SOUTH OF A 2-INCH IRON
 EW3005'PIPE WHICH PROJECTS 3 FEET ABOVE THE GROUND, 0.9 FOOT NORTH OF A
 EW3005'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 EW3005'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW3005
 EW3005                          STATION RECOVERY (1971)
 EW3005
 EW3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6666 ***********************************************************************
 EW6666  DESIGNATION -  102 57 A LA CO
 EW6666  PID         -  EW6666
 EW6666  STATE/COUNTY-  CA/LOS ANGELES
 EW6666  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW6666
 EW6666                         *CURRENT SURVEY CONTROL
 EW6666  ___________________________________________________________________
 EW6666* NAD 83(1986)-  34 46 06.     (N)    118 33 44.     (W)     SCALED    
 EW6666* NAVD 88     -       916.87   (+/-2cm)    3008.1    (feet)  VERTCON   
 EW6666  ___________________________________________________________________
 EW6666  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW6666  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6666
 EW6666.The horizontal coordinates were scaled from a topographic map and have
 EW6666.an estimated accuracy of +/- 6 seconds.
 EW6666
 EW6666.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6666.The vertical order pertains to the NGVD 29 superseded value.
 EW6666
 EW6666.The geoid height was determined by GEOID03.
 EW6666
 EW6666;                    North         East    Units  Estimated Accuracy
 EW6666;SPC CA 5     -   640,830.    1,948,540.      MT  (+/- 180 meters Scaled)
 EW6666
 EW6666                          SUPERSEDED SURVEY CONTROL
 EW6666
 EW6666  NGVD 29 (??/??/92)  915.978  (m)         3005.17   (f) ADJ UNCH    1 1
 EW6666
 EW6666.Superseded values are not recommended for survey control.
 EW6666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6666.See file dsdata.txt to determine how the superseded data were derived.
 EW6666
 EW6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU570484(NAD 83)
 EW6666_MARKER: DD = SURVEY DISK
 EW6666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6666_STAMPING: BM 102-57A 1972
 EW6666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6666+STABILITY: SURFACE MOTION
 EW6666
 EW6666  HISTORY     - Date     Condition        Report By
 EW6666  HISTORY     - 1972     MONUMENTED       CA-037
 EW6666  HISTORY     - 1974     GOOD             CA-037
 EW6666
 EW6666                          STATION DESCRIPTION
 EW6666
 EW6666'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW6666'16.5 MI E FROM GORMAN.
 EW6666'LANCASTER ROAD, 0.45 MILE SOUTH OF STATE HIGHWAY 138.  90.0 FEET NWLY
 EW6666'OF A MAIL BOX WITH HOUSE NUMBER 48600 245TH STREET WEST.  34.5 FEET
 EW6666'SWLY OF WEST END OF 18 IN. CULVERT WITH MARKER POST NO. 26.66.  10.0
 EW6666'FEET EAST OF THE PROD OF A BACK WIRE FENCE TO THE SOUTH.  MARK IS SET
 EW6666'IN A 12 X 12 IN. CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.  A 2 IN.
 EW6666'DIAMETER MARKER PIPE IS 2.0 FEET TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3040 ***********************************************************************
 EW3040  DESIGNATION -  102 59 LA CO
 EW3040  PID         -  EW3040
 EW3040  STATE/COUNTY-  CA/LOS ANGELES
 EW3040  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3040
 EW3040                         *CURRENT SURVEY CONTROL
 EW3040  ___________________________________________________________________
 EW3040* NAD 83(1986)-  34 46 34.     (N)    118 34 13.     (W)     SCALED    
 EW3040* NAVD 88     -       906.52   (+/-2cm)    2974.1    (feet)  VERTCON   
 EW3040  ___________________________________________________________________
 EW3040  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW3040  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3040
 EW3040.The horizontal coordinates were scaled from a topographic map and have
 EW3040.an estimated accuracy of +/- 6 seconds.
 EW3040
 EW3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3040.The vertical order pertains to the NGVD 29 superseded value.
 EW3040
 EW3040.The geoid height was determined by GEOID03.
 EW3040
 EW3040;                    North         East    Units  Estimated Accuracy
 EW3040;SPC CA 5     -   641,700.    1,947,800.      MT  (+/- 180 meters Scaled)
 EW3040
 EW3040                          SUPERSEDED SURVEY CONTROL
 EW3040
 EW3040  NGVD 29 (??/??/92)  905.635  (m)         2971.24   (f) ADJ UNCH    1 1
 EW3040
 EW3040.Superseded values are not recommended for survey control.
 EW3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3040.See file dsdata.txt to determine how the superseded data were derived.
 EW3040
 EW3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU563493(NAD 83)
 EW3040_MARKER: DD = SURVEY DISK
 EW3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3040_STAMPING: 102-59 1957 5869
 EW3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3040+STABILITY: SURFACE MOTION
 EW3040
 EW3040  HISTORY     - Date     Condition        Report By
 EW3040  HISTORY     - 1957     MONUMENTED       CA-037
 EW3040  HISTORY     - 1960     GOOD             NGS
 EW3040  HISTORY     - 1971     GOOD             NGS
 EW3040
 EW3040                          STATION DESCRIPTION
 EW3040
 EW3040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3040'11.3 MI NW FROM FAIRMONT.
 EW3040'10.85 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW3040'FAIRMONT, THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 138, AT THE
 EW3040'CROSSING OF A TELEPHONE LINE, AT THE T JUNCTION OF A DRIVEWAY
 EW3040'LEADING NORTH AND EAST TO NEENACH RANCH, 59 FEET NORTH OF THE
 EW3040'CENTER LINE OF THE HIGHWAY, 27 1/2 FEET WEST OF THE CENTER LINE
 EW3040'OF THE DRIVEWAY, 19 FEET NORTH OF THE WEST END OF AN 18-INCH
 EW3040'PIPE CULVERT UNDER THE DRIVEWAY, 9 FEET NORTHWEST OF POWER
 EW3040'POLE 1120495E, 14 FEET WEST OF THE WEST END OF A GATE, 2.0 FEET
 EW3040'SOUTH OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL
 EW3040'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 EW3040'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW3040
 EW3040                          STATION RECOVERY (1971)
 EW3040
 EW3040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5277 ***********************************************************************
 EW5277  DESIGNATION -  102 6
 EW5277  PID         -  EW5277
 EW5277  STATE/COUNTY-  CA/VENTURA
 EW5277  USGS QUAD   -  SATICOY (1967)
 EW5277
 EW5277                         *CURRENT SURVEY CONTROL
 EW5277  ___________________________________________________________________
 EW5277* NAD 83(1986)-  34 15 01.     (N)    119 12 19.     (W)     SCALED    
 EW5277* NAVD 88     -        29.511  (meters)      96.82   (feet)  ADJUSTED  
 EW5277  ___________________________________________________________________
 EW5277  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EW5277  DYNAMIC HT  -          29.480 (meters)      96.72  (feet)  COMP
 EW5277  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 EW5277
 EW5277  VERT ORDER  -  FIRST     CLASS I
 EW5277
 EW5277.The horizontal coordinates were scaled from a topographic map and have
 EW5277.an estimated accuracy of +/- 6 seconds.
 EW5277
 EW5277.The orthometric height was determined by differential leveling
 EW5277.and adjusted in June 1991.
 EW5277.WARNING-Repeat measurements at this control monument indicate possible
 EW5277.vertical movement.
 EW5277
 EW5277.The geoid height was determined by GEOID03.
 EW5277
 EW5277.The dynamic height is computed by dividing the NAVD 88
 EW5277.geopotential number by the normal gravity value computed on the
 EW5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5277.degrees latitude (g = 980.6199 gals.).
 EW5277
 EW5277.The modeled gravity was interpolated from observed gravity values.
 EW5277
 EW5277;                    North         East    Units  Estimated Accuracy
 EW5277;SPC CA 5     -   583,890.    1,888,990.      MT  (+/- 180 meters Scaled)
 EW5277
 EW5277                          SUPERSEDED SURVEY CONTROL
 EW5277
 EW5277  NGVD 29 (??/??/92)   28.754  (m)           94.34   (f) ADJ UNCH    1 1
 EW5277
 EW5277.Superseded values are not recommended for survey control.
 EW5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5277.See file dsdata.txt to determine how the superseded data were derived.
 EW5277
 EW5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT969921(NAD 83)
 EW5277_MARKER: DD = SURVEY DISK
 EW5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5277_SP_SET: CONCRETE POST
 EW5277_STAMPING: 102-6 1969
 EW5277_MARK LOGO: CA-111
 EW5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5277+STABILITY: SURFACE MOTION
 EW5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5277+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1989
 EW5277
 EW5277  HISTORY     - Date     Condition        Report By
 EW5277  HISTORY     - 1969     MONUMENTED       CA-111
 EW5277  HISTORY     - 1971     GOOD             NGS
 EW5277  HISTORY     - 1977     GOOD             NGS
 EW5277  HISTORY     - 19890419 GOOD             NGS
 EW5277  HISTORY     - 19960107 GOOD             USPSQD
 EW5277
 EW5277                          STATION DESCRIPTION
 EW5277
 EW5277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5277'AT MONTALVO.
 EW5277'AT MONTALVO, 0.1 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EW5277'FROM THE OVERPASS OF U.S. HIGHWAY 101 OVER THE TRACK, AT
 EW5277'RAILROAD CROSSING 403.32, 48.3 FEET SOUTH OF THE SOUTH RAIL OF
 EW5277'THE MAIN TRACK, 75 FEET NORTH OF THE CENTER LINE OF THE NORTH
 EW5277'FRONTAGE ROAD OF U.S. HIGHWAY 101, 2.5 FEET SOUTHWEST OF THE
 EW5277'NORTHWEST CORNER OF THE VENTURA PACIFIC CO. LEMON PACKING
 EW5277'BUILDING, 2.2 FEET WEST OF THE WEST FACE OF THE BUILDING, 1.5
 EW5277'FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 EW5277'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 EW5277
 EW5277                          STATION RECOVERY (1977)
 EW5277
 EW5277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5277'CORRECTION-2.5 FT SOUTHWEST OF THE NORTHWEST CORNER OF THE SUNKIST
 EW5277'PACKING PARKING LOT
 EW5277
 EW5277                          STATION RECOVERY (1989)
 EW5277
 EW5277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5277'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.05 KM
 EW5277'(0.05 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW5277'JUNCTION WITH U.S. HIGHWAY 101 OVERPASS BRIDGE IN MONTALVO.  25.5 M
 EW5277'(83.7 FT) WEST OF THE NORTHWEST CORNER OF THE VENTURA PACKING
 EW5277'WAREHOUSE BUILDING, 23.1 M (75.8 FT) NORTHEAST OF THE CENTERLINE OF
 EW5277'VENTURA BOULEVARD, 8.1 M (26.6 FT) SOUTH OF THE NEAR RAIL, 5.7 M
 EW5277'(18.7 FT) EAST OF THE NORTHEAST FENCE CORNER OF A FENCE AROUND A GAS
 EW5277'MAIN SHUT OFF VALVE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.2 M
 EW5277'(0.7 FT) BELOW THE RAILROAD TRACKS, LEVEL WITH GROUND SURFACE.
 EW5277
 EW5277                          STATION RECOVERY (1996)
 EW5277
 EW5277'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3041 ***********************************************************************
 EW3041  DESIGNATION -  102 60 LA CO
 EW3041  PID         -  EW3041
 EW3041  STATE/COUNTY-  CA/LOS ANGELES
 EW3041  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3041
 EW3041                         *CURRENT SURVEY CONTROL
 EW3041  ___________________________________________________________________
 EW3041* NAD 83(1986)-  34 46 33.     (N)    118 34 41.     (W)     SCALED    
 EW3041* NAVD 88     -       920.53   (+/-2cm)    3020.1    (feet)  VERTCON   
 EW3041  ___________________________________________________________________
 EW3041  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3041  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3041
 EW3041.The horizontal coordinates were scaled from a topographic map and have
 EW3041.an estimated accuracy of +/- 6 seconds.
 EW3041
 EW3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3041.The vertical order pertains to the NGVD 29 superseded value.
 EW3041
 EW3041.The geoid height was determined by GEOID03.
 EW3041
 EW3041;                    North         East    Units  Estimated Accuracy
 EW3041;SPC CA 5     -   641,670.    1,947,090.      MT  (+/- 180 meters Scaled)
 EW3041
 EW3041                          SUPERSEDED SURVEY CONTROL
 EW3041
 EW3041  NGVD 29 (??/??/92)  919.639  (m)         3017.18   (f) ADJ UNCH    1 1
 EW3041
 EW3041.Superseded values are not recommended for survey control.
 EW3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3041.See file dsdata.txt to determine how the superseded data were derived.
 EW3041
 EW3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU556493(NAD 83)
 EW3041_MARKER: DD = SURVEY DISK
 EW3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3041_STAMPING: BM 102-60 1957 5869
 EW3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3041+STABILITY: SURFACE MOTION
 EW3041
 EW3041  HISTORY     - Date     Condition        Report By
 EW3041  HISTORY     - 1957     MONUMENTED       CA-037
 EW3041  HISTORY     - 1960     GOOD             NGS
 EW3041  HISTORY     - 1971     GOOD             NGS
 EW3041
 EW3041                          STATION DESCRIPTION
 EW3041
 EW3041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3041'11.8 MI NW FROM FAIRMONT.
 EW3041'10.85 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW3041'FAIRMONT, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 138, 0.45
 EW3041'MILE EAST OF THE JUNCTION OF A DRIVEWAY LEADING NORTH TO PECKS
 EW3041'RANCH, 12.0 MILES NORTHEAST OF QUAIL LAKE FIRE STATION, 32 FEET
 EW3041'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET WEST OF POWER
 EW3041'POLE 1123606E, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT 1 1/2
 EW3041'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EW3041'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW3041
 EW3041                          STATION RECOVERY (1971)
 EW3041
 EW3041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3044 ***********************************************************************
 EW3044  DESIGNATION -  102 62 LA CO
 EW3044  PID         -  EW3044
 EW3044  STATE/COUNTY-  CA/LOS ANGELES
 EW3044  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3044
 EW3044                         *CURRENT SURVEY CONTROL
 EW3044  ___________________________________________________________________
 EW3044* NAD 83(1986)-  34 46 34.     (N)    118 35 46.     (W)     SCALED    
 EW3044* NAVD 88     -       931.08   (+/-2cm)    3054.7    (feet)  VERTCON   
 EW3044  ___________________________________________________________________
 EW3044  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3044  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3044
 EW3044.The horizontal coordinates were scaled from a topographic map and have
 EW3044.an estimated accuracy of +/- 6 seconds.
 EW3044
 EW3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3044.The vertical order pertains to the NGVD 29 superseded value.
 EW3044
 EW3044.The geoid height was determined by GEOID03.
 EW3044
 EW3044;                    North         East    Units  Estimated Accuracy
 EW3044;SPC CA 5     -   641,710.    1,945,440.      MT  (+/- 180 meters Scaled)
 EW3044
 EW3044                          SUPERSEDED SURVEY CONTROL
 EW3044
 EW3044  NGVD 29 (??/??/92)  930.186  (m)         3051.79   (f) ADJ UNCH    1 1
 EW3044
 EW3044.Superseded values are not recommended for survey control.
 EW3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3044.See file dsdata.txt to determine how the superseded data were derived.
 EW3044
 EW3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU539493(NAD 83)
 EW3044_MARKER: DD = SURVEY DISK
 EW3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3044_STAMPING: BM 102-62 1957 5869
 EW3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3044+STABILITY: SURFACE MOTION
 EW3044
 EW3044  HISTORY     - Date     Condition        Report By
 EW3044  HISTORY     - 1957     MONUMENTED       CA-037
 EW3044  HISTORY     - 1971     GOOD             NGS
 EW3044
 EW3044                          STATION DESCRIPTION
 EW3044
 EW3044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3044'11 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3044'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3044'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 8.7 MILES
 EW3044'EAST ALONG STATE HIGHWAY 138, 0.35 MILE WEST OF THE JUNCTION
 EW3044'OF 260TH STREET WEST, AT THE SOUTHEAST CORNER OF AN EARTHEN
 EW3044'RESERVOIR, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EW3044'6 1/2 FEET WEST OF POWER POLE 1123627E, 11.5 FEET SOUTHEAST
 EW3044'OF THE SOUTHEAST SIDE OF A LARGE CONCRETE STANDPIPE, 1.0 FOOT
 EW3044'SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 EW3044'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EW3044'GROUND.  SECTION 17, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3045 ***********************************************************************
 EW3045  DESIGNATION -  102 63 LA CO
 EW3045  PID         -  EW3045
 EW3045  STATE/COUNTY-  CA/LOS ANGELES
 EW3045  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3045
 EW3045                         *CURRENT SURVEY CONTROL
 EW3045  ___________________________________________________________________
 EW3045* NAD 83(1986)-  34 46 34.     (N)    118 36 19.     (W)     SCALED    
 EW3045* NAVD 88     -       930.70   (+/-2cm)    3053.5    (feet)  VERTCON   
 EW3045  ___________________________________________________________________
 EW3045  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW3045  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3045
 EW3045.The horizontal coordinates were scaled from a topographic map and have
 EW3045.an estimated accuracy of +/- 6 seconds.
 EW3045
 EW3045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3045.The vertical order pertains to the NGVD 29 superseded value.
 EW3045
 EW3045.The geoid height was determined by GEOID03.
 EW3045
 EW3045;                    North         East    Units  Estimated Accuracy
 EW3045;SPC CA 5     -   641,720.    1,944,600.      MT  (+/- 180 meters Scaled)
 EW3045
 EW3045                          SUPERSEDED SURVEY CONTROL
 EW3045
 EW3045  NGVD 29 (??/??/92)  929.808  (m)         3050.55   (f) ADJ UNCH    1 1
 EW3045
 EW3045.Superseded values are not recommended for survey control.
 EW3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3045.See file dsdata.txt to determine how the superseded data were derived.
 EW3045
 EW3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU531493(NAD 83)
 EW3045_MARKER: DD = SURVEY DISK
 EW3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3045_STAMPING: BM 102-63 1957 5869
 EW3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3045+STABILITY: SURFACE MOTION
 EW3045
 EW3045  HISTORY     - Date     Condition        Report By
 EW3045  HISTORY     - 1957     MONUMENTED       CA-037
 EW3045  HISTORY     - 1960     GOOD             NGS
 EW3045  HISTORY     - 1971     GOOD             NGS
 EW3045
 EW3045                          STATION DESCRIPTION
 EW3045
 EW3045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3045'10.4 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3045'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3045'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 8.2 MILES
 EW3045'EAST ALONG STATE HIGHWAY 138, AT A POINT WHERE THE HIGHWAY
 EW3045'MAKES A SHARP TURN TO THE EAST, 71 FEET SOUTH OF THE CENTER LINE
 EW3045'OF THE HIGHWAY, 193 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 EW3045'THE CONCRETE FOUNDATION FOR A LOADING PLATFORM, 9 FEET SOUTH OF
 EW3045'TELEPHONE POLE K 7658Y, 2 FEET NORTHWEST OF A FENCE CORNER,
 EW3045'1.0 FOOT NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST,
 EW3045'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 EW3045'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW3045
 EW3045                          STATION RECOVERY (1971)
 EW3045
 EW3045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3047 ***********************************************************************
 EW3047  DESIGNATION -  102 65 A LA CO
 EW3047  PID         -  EW3047
 EW3047  STATE/COUNTY-  CA/LOS ANGELES
 EW3047  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3047
 EW3047                         *CURRENT SURVEY CONTROL
 EW3047  ___________________________________________________________________
 EW3047* NAD 83(1986)-  34 47 01.     (N)    118 36 54.     (W)     SCALED    
 EW3047* NAVD 88     -       918.20   (+/-2cm)    3012.5    (feet)  VERTCON   
 EW3047  ___________________________________________________________________
 EW3047  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW3047  VERT ORDER  -  THIRD (See Below)
 EW3047
 EW3047.The horizontal coordinates were scaled from a topographic map and have
 EW3047.an estimated accuracy of +/- 6 seconds.
 EW3047
 EW3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3047.The vertical order pertains to the NGVD 29 superseded value.
 EW3047
 EW3047.The geoid height was determined by GEOID03.
 EW3047
 EW3047;                    North         East    Units  Estimated Accuracy
 EW3047;SPC CA 5     -   642,560.    1,943,720.      MT  (+/- 180 meters Scaled)
 EW3047
 EW3047                          SUPERSEDED SURVEY CONTROL
 EW3047
 EW3047  NGVD 29 (??/??/??)  917.31   (m)         3009.5    (f) RESET       3  
 EW3047
 EW3047.Superseded values are not recommended for survey control.
 EW3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3047.See file dsdata.txt to determine how the superseded data were derived.
 EW3047
 EW3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU522502(NAD 83)
 EW3047_MARKER: S = SPIKE
 EW3047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3047_SP_SET: CULVERT
 EW3047_STAMPING: 1960
 EW3047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3047
 EW3047  HISTORY     - Date     Condition        Report By
 EW3047  HISTORY     - 1960     MONUMENTED       CA-037
 EW3047  HISTORY     - 1968     GOOD             CA-037
 EW3047
 EW3047                          STATION DESCRIPTION
 EW3047
 EW3047'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW3047'13 MI E FROM GORMAN.
 EW3047'GORMAN, 13.0 MILES EASTERLY.  LANCASTER ROAD (AVENUE C-6, STATE
 EW3047'HIGHWAY 138) AT CULVERT NO. A379+00, ABOUT 0.6 MILES WEST OF
 EW3047'269TH STREET WEST, 29.5 FEET SOUTH OF THE CENTER LINE OF THE
 EW3047'ROAD IN THE CONCRETE HEADWALL OF CULVERT.  SET IN THE TOP OF THE
 EW3047'CONCRETE HEADWALL 1.0 FOOT NORTH OF THE SOUTH END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3048 ***********************************************************************
 EW3048  DESIGNATION -  102 66 LA CO
 EW3048  PID         -  EW3048
 EW3048  STATE/COUNTY-  CA/LOS ANGELES
 EW3048  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3048
 EW3048                         *CURRENT SURVEY CONTROL
 EW3048  ___________________________________________________________________
 EW3048* NAD 83(1986)-  34 47 00.     (N)    118 37 31.     (W)     SCALED    
 EW3048* NAVD 88     -       926.40   (+/-2cm)    3039.4    (feet)  VERTCON   
 EW3048  ___________________________________________________________________
 EW3048  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW3048  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3048
 EW3048.The horizontal coordinates were scaled from a topographic map and have
 EW3048.an estimated accuracy of +/- 6 seconds.
 EW3048
 EW3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3048.The vertical order pertains to the NGVD 29 superseded value.
 EW3048
 EW3048.The geoid height was determined by GEOID03.
 EW3048
 EW3048;                    North         East    Units  Estimated Accuracy
 EW3048;SPC CA 5     -   642,530.    1,942,770.      MT  (+/- 180 meters Scaled)
 EW3048
 EW3048                          SUPERSEDED SURVEY CONTROL
 EW3048
 EW3048  NGVD 29 (??/??/92)  925.512  (m)         3036.45   (f) ADJ UNCH    1 1
 EW3048
 EW3048.Superseded values are not recommended for survey control.
 EW3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3048.See file dsdata.txt to determine how the superseded data were derived.
 EW3048
 EW3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU512502(NAD 83)
 EW3048_MARKER: DD = SURVEY DISK
 EW3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3048_STAMPING: BM 102-66 1957 5869
 EW3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3048+STABILITY: SURFACE MOTION
 EW3048
 EW3048  HISTORY     - Date     Condition        Report By
 EW3048  HISTORY     - 1957     MONUMENTED       CA-037
 EW3048  HISTORY     - 1960     GOOD             NGS
 EW3048  HISTORY     - 1971     GOOD             NGS
 EW3048
 EW3048                          STATION DESCRIPTION
 EW3048
 EW3048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3048'8.8 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3048'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3048'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 6.55 MILES
 EW3048'EAST ALONG STATE HIGHWAY 138, AT THE INTERSECTION OF A NORTH-SOUTH
 EW3048'DIRT ROAD, AT THE CROSSING OF A POWER LINE, 49 FEET SOUTH OF THE
 EW3048'CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF
 EW3048'THE ROAD SOUTH, 6 FEET WEST OF THE WEST END OF A GATE, 4 FEET
 EW3048'WEST OF POWER POLE 1122597E, 0.9 FOOT NORTH OF A FENCE, 1.0 FOOT
 EW3048'SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 EW3048'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 EW3048'FOOT ABOVE THE GROUND.
 EW3048
 EW3048                          STATION RECOVERY (1971)
 EW3048
 EW3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3071 ***********************************************************************
 EW3071  DESIGNATION -  102 67 LA CO
 EW3071  PID         -  EW3071
 EW3071  STATE/COUNTY-  CA/LOS ANGELES
 EW3071  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3071
 EW3071                         *CURRENT SURVEY CONTROL
 EW3071  ___________________________________________________________________
 EW3071* NAD 83(1986)-  34 46 59.     (N)    118 38 05.     (W)     SCALED    
 EW3071* NAVD 88     -       928.31   (+/-2cm)    3045.6    (feet)  VERTCON   
 EW3071  ___________________________________________________________________
 EW3071  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3071  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3071
 EW3071.The horizontal coordinates were scaled from a topographic map and have
 EW3071.an estimated accuracy of +/- 6 seconds.
 EW3071
 EW3071.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3071.The vertical order pertains to the NGVD 29 superseded value.
 EW3071
 EW3071.The geoid height was determined by GEOID03.
 EW3071
 EW3071;                    North         East    Units  Estimated Accuracy
 EW3071;SPC CA 5     -   642,510.    1,941,910.      MT  (+/- 180 meters Scaled)
 EW3071
 EW3071                          SUPERSEDED SURVEY CONTROL
 EW3071
 EW3071  NGVD 29 (??/??/92)  927.415  (m)         3042.69   (f) ADJ UNCH    1 1
 EW3071
 EW3071.Superseded values are not recommended for survey control.
 EW3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3071.See file dsdata.txt to determine how the superseded data were derived.
 EW3071
 EW3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU504502(NAD 83)
 EW3071_MARKER: DD = SURVEY DISK
 EW3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3071_STAMPING: BM 102-67 1957 5869
 EW3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3071+STABILITY: SURFACE MOTION
 EW3071
 EW3071  HISTORY     - Date     Condition        Report By
 EW3071  HISTORY     - 1957     MONUMENTED       CA-037
 EW3071  HISTORY     - 1960     GOOD             NGS
 EW3071  HISTORY     - 1971     GOOD             NGS
 EW3071
 EW3071                          STATION DESCRIPTION
 EW3071
 EW3071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3071'8.2 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3071'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3071'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 5.8 MILES
 EW3071'EAST ALONG STATE HIGHWAY 138, 49 FEET SOUTH OF THE CENTER LINE
 EW3071'OF THE HIGHWAY, 4 FEET WEST OF POWER POLE 1123690E WITH A GUY
 EW3071'WIRE, 0.7 FOOT NORTH OF A FENCE, 0.8 FOOT SOUTH OF A WITNESS
 EW3071'POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 EW3071'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW3071
 EW3071                          STATION RECOVERY (1971)
 EW3071
 EW3071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3073 ***********************************************************************
 EW3073  DESIGNATION -  102 69 LA CO
 EW3073  PID         -  EW3073
 EW3073  STATE/COUNTY-  CA/LOS ANGELES
 EW3073  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3073
 EW3073                         *CURRENT SURVEY CONTROL
 EW3073  ___________________________________________________________________
 EW3073* NAD 83(1986)-  34 46 59.     (N)    118 39 06.     (W)     SCALED    
 EW3073* NAVD 88     -       927.91   (+/-2cm)    3044.3    (feet)  VERTCON   
 EW3073  ___________________________________________________________________
 EW3073  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW3073  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3073
 EW3073.The horizontal coordinates were scaled from a topographic map and have
 EW3073.an estimated accuracy of +/- 6 seconds.
 EW3073
 EW3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3073.The vertical order pertains to the NGVD 29 superseded value.
 EW3073
 EW3073.The geoid height was determined by GEOID03.
 EW3073
 EW3073;                    North         East    Units  Estimated Accuracy
 EW3073;SPC CA 5     -   642,520.    1,940,360.      MT  (+/- 180 meters Scaled)
 EW3073
 EW3073                          SUPERSEDED SURVEY CONTROL
 EW3073
 EW3073  NGVD 29 (??/??/92)  927.017  (m)         3041.39   (f) ADJ UNCH    1 1
 EW3073
 EW3073.Superseded values are not recommended for survey control.
 EW3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3073.See file dsdata.txt to determine how the superseded data were derived.
 EW3073
 EW3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU488502(NAD 83)
 EW3073_MARKER: DD = SURVEY DISK
 EW3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3073_STAMPING: BM 102-69 1957 5869
 EW3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3073+STABILITY: SURFACE MOTION
 EW3073
 EW3073  HISTORY     - Date     Condition        Report By
 EW3073  HISTORY     - 1957     MONUMENTED       CA-037
 EW3073  HISTORY     - 1960     GOOD             NGS
 EW3073  HISTORY     - 1971     GOOD             NGS
 EW3073
 EW3073                          STATION DESCRIPTION
 EW3073
 EW3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3073'7.2 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3073'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3073'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 5.0 MILES
 EW3073'EAST ALONG STATE HIGHWAY 138, 47 1/2 FEET SOUTH OF THE CENTER
 EW3073'LINE OF THE HIGHWAY, 3 1/2 FEET WEST OF POWER POLE 1123711E,
 EW3073'1.0 FOOT NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST,
 EW3073'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 EW3073'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW3073
 EW3073                          STATION RECOVERY (1971)
 EW3073
 EW3073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5264 ***********************************************************************
 EW5264  DESIGNATION -  102 7
 EW5264  PID         -  EW5264
 EW5264  STATE/COUNTY-  CA/VENTURA
 EW5264  USGS QUAD   -  SATICOY (1967)
 EW5264
 EW5264                         *CURRENT SURVEY CONTROL
 EW5264  ___________________________________________________________________
 EW5264* NAD 83(1986)-  34 16 32.     (N)    119 09 18.     (W)     SCALED    
 EW5264* NAVD 88     -        39.575  (meters)     129.84   (feet)  ADJUSTED  
 EW5264  ___________________________________________________________________
 EW5264  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 EW5264  DYNAMIC HT  -          39.533 (meters)     129.70  (feet)  COMP
 EW5264  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 EW5264
 EW5264  VERT ORDER  -  FIRST     CLASS I
 EW5264
 EW5264.The horizontal coordinates were scaled from a topographic map and have
 EW5264.an estimated accuracy of +/- 6 seconds.
 EW5264
 EW5264.The orthometric height was determined by differential leveling
 EW5264.and adjusted in June 1991.
 EW5264
 EW5264.The geoid height was determined by GEOID03.
 EW5264
 EW5264.The dynamic height is computed by dividing the NAVD 88
 EW5264.geopotential number by the normal gravity value computed on the
 EW5264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5264.degrees latitude (g = 980.6199 gals.).
 EW5264
 EW5264.The modeled gravity was interpolated from observed gravity values.
 EW5264
 EW5264;                    North         East    Units  Estimated Accuracy
 EW5264;SPC CA 5     -   586,640.    1,893,650.      MT  (+/- 180 meters Scaled)
 EW5264
 EW5264                          SUPERSEDED SURVEY CONTROL
 EW5264
 EW5264  NGVD 29 (??/??/92)   38.821  (m)          127.37   (f) ADJ UNCH    1 1
 EW5264
 EW5264.Superseded values are not recommended for survey control.
 EW5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5264.See file dsdata.txt to determine how the superseded data were derived.
 EW5264
 EW5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT016948(NAD 83)
 EW5264_MARKER: DD = SURVEY DISK
 EW5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5264_SP_SET: CONCRETE POST
 EW5264_STAMPING: 102-7 1969
 EW5264_MARK LOGO: CA-111
 EW5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5264+STABILITY: SURFACE MOTION
 EW5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5264+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 EW5264
 EW5264  HISTORY     - Date     Condition        Report By
 EW5264  HISTORY     - 1969     MONUMENTED       CA-111
 EW5264  HISTORY     - 1971     GOOD             NGS
 EW5264  HISTORY     - 1977     GOOD             NGS
 EW5264  HISTORY     - 19890419 GOOD             NGS
 EW5264  HISTORY     - 19960107 GOOD             USPSQD
 EW5264  HISTORY     - 20031104 GOOD             GEOCAC
 EW5264
 EW5264                          STATION DESCRIPTION
 EW5264
 EW5264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5264'0.7 MI SW FROM SATICOY.
 EW5264'0.7 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW5264'THE LOS ANGELES AVENUE CROSSING AT SATICOY, AT THE CROSSING OF
 EW5264'SATICOY AVENUE, 47.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 66
 EW5264'FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 37 FEET
 EW5264'SOUTHWEST OF A POWER POLE, 1.6 FEET NORTHWEST OF THE WEST CORNER
 EW5264'OF A CONCRETE BLOCK SHED, 1.9 FEET NORTHWEST OF THE NORTHEAST
 EW5264'ONE OF A ROW OF IRON PIPE GUARD POSTS ALONG THE TOP OF A
 EW5264'CONCRETE BLOCK RETAINING WALL, 0.8 FOOT NORTHWEST OF A WITNESS
 EW5264'POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK AND IN THE TOP OF A
 EW5264'CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 EW5264
 EW5264                          STATION RECOVERY (1977)
 EW5264
 EW5264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5264'RECOVERED IN GOOD CONDITION.
 EW5264
 EW5264                          STATION RECOVERY (1989)
 EW5264
 EW5264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.70
 EW5264'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW5264'JUNCTION WITH LOS ANGELES AVENUE IN SATICOY.  20.1 M SOUTHEAST OF THE
 EW5264'NEAR RAIL, 0.9 M (3.0 FT) BELOW THE RAILROAD TRACKS 0.5 M (1.6 FT)
 EW5264'NORTHWEST OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING, 0.3 M (1.0
 EW5264'FT) NORTHWEST OF A WITNESS POST, 0.08 M (0.3 FT) ABOVE THE GROUND
 EW5264'SURFACE
 EW5264
 EW5264                          STATION RECOVERY (1996)
 EW5264
 EW5264'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5264'RECOVERED IN GOOD CONDITION.
 EW5264
 EW5264                          STATION RECOVERY (2003)
 EW5264
 EW5264'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW5264'THE DISK IS A VENTURA COUNTY SURVEYOR DISK, STAMPED '1969 102-7'.  THE
 EW5264'WITNESS POST IS A STANDARD ORANGE 'COUNTY OF VENTURA SURVEY MONUMENT
 EW5264'MARKER' SIGN, WHICH IS BURIED AT ABOUT THE LEVEL OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0552 ***********************************************************************
 EW0552  DESIGNATION -  102 7 LA CO
 EW0552  PID         -  EW0552
 EW0552  STATE/COUNTY-  CA/LOS ANGELES
 EW0552  USGS QUAD   -  LANCASTER WEST (1974)
 EW0552
 EW0552                         *CURRENT SURVEY CONTROL
 EW0552  ___________________________________________________________________
 EW0552* NAD 83(1986)-  34 42 15.     (N)    118 11 33.     (W)     SCALED    
 EW0552* NAVD 88     -       707.12   (+/-2cm)    2319.9    (feet)  VERTCON   
 EW0552  ___________________________________________________________________
 EW0552  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EW0552  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0552
 EW0552.The horizontal coordinates were scaled from a topographic map and have
 EW0552.an estimated accuracy of +/- 6 seconds.
 EW0552
 EW0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0552.The vertical order pertains to the NGVD 29 superseded value.
 EW0552
 EW0552.The geoid height was determined by GEOID03.
 EW0552
 EW0552;                    North         East    Units  Estimated Accuracy
 EW0552;SPC CA 5     -   633,590.    1,982,370.      MT  (+/- 180 meters Scaled)
 EW0552
 EW0552                          SUPERSEDED SURVEY CONTROL
 EW0552
 EW0552  NGVD 29 (??/??/92)  706.273  (m)         2317.16   (f) ADJ UNCH    1 1
 EW0552
 EW0552.Superseded values are not recommended for survey control.
 EW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0552.See file dsdata.txt to determine how the superseded data were derived.
 EW0552
 EW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU907408(NAD 83)
 EW0552_MARKER: DD = SURVEY DISK
 EW0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0552_STAMPING: BM 102.7 1957 5869
 EW0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0552+STABILITY: SURFACE MOTION
 EW0552
 EW0552  HISTORY     - Date     Condition        Report By
 EW0552  HISTORY     - 1957     MONUMENTED       CA-037
 EW0552  HISTORY     - 1971     GOOD             NGS
 EW0552
 EW0552                          STATION DESCRIPTION
 EW0552
 EW0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0552'3.1 MI W FROM LANCASTER.
 EW0552'3.1 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA HIGHWAY
 EW0552'AT LANCASTER, AT THE T JUNCTION OF A DIRT ROAD SOUTH AND A
 EW0552'DRIVEWAY NORTH TO A HOUSE, 88 FEET NORTHEAST OF THE CENTER OF
 EW0552'THE JUNCTION, 42 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 EW0552'37 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 97 FEET
 EW0552'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 25 FEET
 EW0552'WEST OF POWER POLE 865024E WITH A GUY WIRE, 1.0 FOOT SOUTH OF A
 EW0552'WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE AVENUE, AND SET IN
 EW0552'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EW0552'NOTE-- THIS MARK WAS ORIGINALLY DESIGNATED 102-11 (LACO) BUT
 EW0552'THE 11 HAS BEEN RUBBED OUT AND STAMPED THE ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3074 ***********************************************************************
 EW3074  DESIGNATION -  102 70 LA CO
 EW3074  PID         -  EW3074
 EW3074  STATE/COUNTY-  CA/LOS ANGELES
 EW3074  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3074
 EW3074                         *CURRENT SURVEY CONTROL
 EW3074  ___________________________________________________________________
 EW3074* NAD 83(1986)-  34 46 59.     (N)    118 39 36.     (W)     SCALED    
 EW3074* NAVD 88     -       928.55   (+/-2cm)    3046.4    (feet)  VERTCON   
 EW3074  ___________________________________________________________________
 EW3074  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EW3074  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3074
 EW3074.The horizontal coordinates were scaled from a topographic map and have
 EW3074.an estimated accuracy of +/- 6 seconds.
 EW3074
 EW3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3074.The vertical order pertains to the NGVD 29 superseded value.
 EW3074
 EW3074.The geoid height was determined by GEOID03.
 EW3074
 EW3074;                    North         East    Units  Estimated Accuracy
 EW3074;SPC CA 5     -   642,520.    1,939,600.      MT  (+/- 180 meters Scaled)
 EW3074
 EW3074                          SUPERSEDED SURVEY CONTROL
 EW3074
 EW3074  NGVD 29 (??/??/92)  927.655  (m)         3043.48   (f) ADJ UNCH    1 1
 EW3074
 EW3074.Superseded values are not recommended for survey control.
 EW3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3074.See file dsdata.txt to determine how the superseded data were derived.
 EW3074
 EW3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU481502(NAD 83)
 EW3074_MARKER: DD = SURVEY DISK
 EW3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3074_STAMPING: BM 102-70 1957 5869
 EW3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3074+STABILITY: SURFACE MOTION
 EW3074
 EW3074  HISTORY     - Date     Condition        Report By
 EW3074  HISTORY     - 1957     MONUMENTED       CA-037
 EW3074  HISTORY     - 1960     GOOD             NGS
 EW3074  HISTORY     - 1971     GOOD             NGS
 EW3074
 EW3074                          STATION DESCRIPTION
 EW3074
 EW3074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3074'6.8 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3074'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3074'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 4.5 MILES
 EW3074'EAST ALONG STATE HIGHWAY 138, AT THE CROSSING OF A POWER LINE,
 EW3074'76 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 EW3074'LEADING NORTH TO A RANCHHOUSE, 49 FEET SOUTH OF THE CENTER LINE
 EW3074'OF THE HIGHWAY, 183 FEET SOUTHEAST OF THE JUNCTION OF A DIRT
 EW3074'ROAD NORTH, 7 FEET EAST OF A T FENCE JUNCTION, 4 FEET WEST OF
 EW3074'POWER POLE 1123722E, 1.4 FEET NORTH OF A FENCE, 1.0 FOOT SOUTH
 EW3074'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 EW3074'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW3074
 EW3074                          STATION RECOVERY (1971)
 EW3074
 EW3074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3075 ***********************************************************************
 EW3075  DESIGNATION -  102 71 LA CO
 EW3075  PID         -  EW3075
 EW3075  STATE/COUNTY-  CA/LOS ANGELES
 EW3075  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3075
 EW3075                         *CURRENT SURVEY CONTROL
 EW3075  ___________________________________________________________________
 EW3075* NAD 83(1986)-  34 46 47.     (N)    118 40 14.     (W)     SCALED    
 EW3075* NAVD 88     -       942.35   (+/-2cm)    3091.7    (feet)  VERTCON   
 EW3075  ___________________________________________________________________
 EW3075  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW3075  VERT ORDER  -  THIRD (See Below)
 EW3075
 EW3075.The horizontal coordinates were scaled from a topographic map and have
 EW3075.an estimated accuracy of +/- 6 seconds.
 EW3075
 EW3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3075.The vertical order pertains to the NGVD 29 superseded value.
 EW3075
 EW3075.The geoid height was determined by GEOID03.
 EW3075
 EW3075;                    North         East    Units  Estimated Accuracy
 EW3075;SPC CA 5     -   642,160.    1,938,630.      MT  (+/- 180 meters Scaled)
 EW3075
 EW3075                          SUPERSEDED SURVEY CONTROL
 EW3075
 EW3075  NGVD 29 (??/??/??)  941.46   (m)         3088.8    (f) RESET       3  
 EW3075
 EW3075.Superseded values are not recommended for survey control.
 EW3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3075.See file dsdata.txt to determine how the superseded data were derived.
 EW3075
 EW3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU471498(NAD 83)
 EW3075_MARKER: DD = SURVEY DISK
 EW3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3075_STAMPING: BM 102-71 1957 5869
 EW3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3075+STABILITY: SURFACE MOTION
 EW3075
 EW3075  HISTORY     - Date     Condition        Report By
 EW3075  HISTORY     - 1957     MONUMENTED       CA-037
 EW3075  HISTORY     - 1960     GOOD             NGS
 EW3075  HISTORY     - 1964     GOOD             NGS
 EW3075
 EW3075                          STATION DESCRIPTION
 EW3075
 EW3075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3075'6.1 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3075'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3075'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 3.85 MILES
 EW3075'EAST ALONG STATE HIGHWAY 138, 50 FEET NROTHWEST OF THE CENTER
 EW3075'LINE OF THE HIGHWAY, 91 FEET WEST-NORTHWEST OF THE CENTER OF
 EW3075'THE NORTHWEST END OF THE CONCRETE HEAD WALL OF HIGHWAY CULVERT
 EW3075'A.211+43, 10 FEET NORTH OF POWER POLE 1049047E, 5 FEET SOUTH OF
 EW3075'A T FENCE JUNCTION, 1.4 FEET SOUTHEAST OF A FENCE, 1.0 FOOT
 EW3075'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 EW3075'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 EW3075'FOOT ABOVE THE GROUND.
 EW3075
 EW3075                          STATION RECOVERY (1964)
 EW3075
 EW3075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3077 ***********************************************************************
 EW3077  DESIGNATION -  102 72 LA CO
 EW3077  PID         -  EW3077
 EW3077  STATE/COUNTY-  CA/LOS ANGELES
 EW3077  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3077
 EW3077                         *CURRENT SURVEY CONTROL
 EW3077  ___________________________________________________________________
 EW3077* NAD 83(1986)-  34 46 30.     (N)    118 40 34.     (W)     SCALED    
 EW3077* NAVD 88     -       953.06   (+/-2cm)    3126.8    (feet)  VERTCON   
 EW3077  ___________________________________________________________________
 EW3077  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW3077  VERT ORDER  -  THIRD (See Below)
 EW3077
 EW3077.The horizontal coordinates were scaled from a topographic map and have
 EW3077.an estimated accuracy of +/- 6 seconds.
 EW3077
 EW3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3077.The vertical order pertains to the NGVD 29 superseded value.
 EW3077
 EW3077.The geoid height was determined by GEOID03.
 EW3077
 EW3077;                    North         East    Units  Estimated Accuracy
 EW3077;SPC CA 5     -   641,640.    1,938,120.      MT  (+/- 180 meters Scaled)
 EW3077
 EW3077                          SUPERSEDED SURVEY CONTROL
 EW3077
 EW3077  NGVD 29 (??/??/??)  952.15   (m)         3123.8    (f) RESET       3  
 EW3077
 EW3077.Superseded values are not recommended for survey control.
 EW3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3077.See file dsdata.txt to determine how the superseded data were derived.
 EW3077
 EW3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU466493(NAD 83)
 EW3077_MARKER: DD = SURVEY DISK
 EW3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3077_STAMPING: BM 102-72 1957 5869
 EW3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3077+STABILITY: SURFACE MOTION
 EW3077
 EW3077  HISTORY     - Date     Condition        Report By
 EW3077  HISTORY     - 1957     MONUMENTED       CA-037
 EW3077  HISTORY     - 1960     GOOD             NGS
 EW3077  HISTORY     - 1964     GOOD             NGS
 EW3077
 EW3077                          STATION DESCRIPTION
 EW3077
 EW3077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3077'5.6 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3077'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3077'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 3.4 MILES
 EW3077'EAST ALONG STATE HIGHWAY 138, AT THE JUNCTION OF A DIRT ROAD
 EW3077'LEADING SOUTHEAST ACROSS A CATTLE GUARD TO LIEBRE RANCH, 47 FEET
 EW3077'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST
 EW3077'OF THE CENTER LINE OF THE ROAD, 15.9 FEET SOUTHWEST OF THE
 EW3077'SOUTHWEST EDGE OF THE CONCRETE FOUNDATION FOR THE CATTLE GUARD,
 EW3077'9 FEET SOUTH OF POWER POLE 1049033E, 1.2 FEET NORTHWEST OF A
 EW3077'FENCE, 0.9 FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 EW3077'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW3077'0.3 FOOT ABOVE THE GROUND.
 EW3077
 EW3077                          STATION RECOVERY (1964)
 EW3077
 EW3077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW3077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3078 ***********************************************************************
 EW3078  DESIGNATION -  102 73 LA CO
 EW3078  PID         -  EW3078
 EW3078  STATE/COUNTY-  CA/LOS ANGELES
 EW3078  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3078
 EW3078                         *CURRENT SURVEY CONTROL
 EW3078  ___________________________________________________________________
 EW3078* NAD 83(1986)-  34 46 23.     (N)    118 41 09.     (W)     SCALED    
 EW3078* NAVD 88     -       959.31   (+/-2cm)    3147.3    (feet)  VERTCON   
 EW3078  ___________________________________________________________________
 EW3078  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW3078  VERT ORDER  -  THIRD (See Below)
 EW3078
 EW3078.The horizontal coordinates were scaled from a topographic map and have
 EW3078.an estimated accuracy of +/- 6 seconds.
 EW3078
 EW3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3078.The vertical order pertains to the NGVD 29 superseded value.
 EW3078
 EW3078.The geoid height was determined by GEOID03.
 EW3078
 EW3078;                    North         East    Units  Estimated Accuracy
 EW3078;SPC CA 5     -   641,430.    1,937,230.      MT  (+/- 180 meters Scaled)
 EW3078
 EW3078                          SUPERSEDED SURVEY CONTROL
 EW3078
 EW3078  NGVD 29 (??/??/??)  958.40   (m)         3144.4    (f) RESET       3  
 EW3078
 EW3078.Superseded values are not recommended for survey control.
 EW3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3078.See file dsdata.txt to determine how the superseded data were derived.
 EW3078
 EW3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU457491(NAD 83)
 EW3078_MARKER: DD = SURVEY DISK
 EW3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3078_STAMPING: BM 102-73 1957 5869
 EW3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3078+STABILITY: SURFACE MOTION
 EW3078
 EW3078  HISTORY     - Date     Condition        Report By
 EW3078  HISTORY     - 1957     MONUMENTED       CA-037
 EW3078  HISTORY     - 1960     GOOD             NGS
 EW3078  HISTORY     - 1964     GOOD             NGS
 EW3078
 EW3078                          STATION DESCRIPTION
 EW3078
 EW3078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3078'5.1 MI N FROM QUAIL LAKE FIRE STATION.
 EW3078'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3078'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 2.85 MILES
 EW3078'EAST ALONG STATE HIGHWAY 138, 49 FEET SOUTH OF THE CENTER LINE
 EW3078'OF THE HIGHWAY, 19.5 FEET SOUTH OF THE SOUTH END OF THE EAST
 EW3078'CONCRETE RETAINING WALL OF HIGHWAY CULVERT A.156+09, 25 1/2 FEET
 EW3078'EAST OF TELEPHONE POLE 6-49, 0.9 FOOT NORTH OF A FENCE, 1.1 FEET
 EW3078'SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 EW3078'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW3078'THE GROUND.
 EW3078
 EW3078                          STATION RECOVERY (1964)
 EW3078
 EW3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW3078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6667 ***********************************************************************
 EW6667  DESIGNATION -  102 74 A LA CO
 EW6667  PID         -  EW6667
 EW6667  STATE/COUNTY-  CA/LOS ANGELES
 EW6667  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW6667
 EW6667                         *CURRENT SURVEY CONTROL
 EW6667  ___________________________________________________________________
 EW6667* NAD 83(1986)-  34 46 18.     (N)    118 41 38.     (W)     SCALED    
 EW6667* NAVD 88     -       966.68   (+/-2cm)    3171.5    (feet)  VERTCON   
 EW6667  ___________________________________________________________________
 EW6667  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW6667  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6667
 EW6667.The horizontal coordinates were scaled from a topographic map and have
 EW6667.an estimated accuracy of +/- 6 seconds.
 EW6667
 EW6667.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6667.The vertical order pertains to the NGVD 29 superseded value.
 EW6667
 EW6667.The geoid height was determined by GEOID03.
 EW6667
 EW6667;                    North         East    Units  Estimated Accuracy
 EW6667;SPC CA 5     -   641,280.    1,936,490.      MT  (+/- 180 meters Scaled)
 EW6667
 EW6667                          SUPERSEDED SURVEY CONTROL
 EW6667
 EW6667  NGVD 29 (??/??/92)  965.77   (m)         3168.5    (f) COMPUTED    1 1
 EW6667
 EW6667.Superseded values are not recommended for survey control.
 EW6667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6667.See file dsdata.txt to determine how the superseded data were derived.
 EW6667
 EW6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU449490(NAD 83)
 EW6667_MARKER: DD = SURVEY DISK
 EW6667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6667_SP_SET: CULVERT
 EW6667_STAMPING: RD DEPT BM
 EW6667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6667
 EW6667  HISTORY     - Date     Condition        Report By
 EW6667  HISTORY     - UNK      MONUMENTED       CA-037
 EW6667  HISTORY     - 1974     GOOD             CA-037
 EW6667
 EW6667                          STATION DESCRIPTION
 EW6667
 EW6667'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW6667'9.3 MI E FROM GORMAN.
 EW6667'NORTHWEST OF LANCASTER ON STATE HIGHWAY 138 AND 2.3 MILES EAST OF
 EW6667'JUNCTION AT OLD RIDGE ROUTE.  23.1 FEET SOUTHERLY OF APPROXIMATE
 EW6667'CENTER OF PAVEMENT.  131.4 FEET SOUTHEASTERLY OF A POWER POLE (NO
 EW6667'NUMBER).  161.0 FEET SOUTHWESTERLY OF POWER POLE NUMBER 1049010E. 24.6
 EW6667'FEET NORTHERLY OF B.M. 102-74.  SET AT THE CENTER OF THE ANGLE POINT
 EW6667'IN A 10-INCH THICK CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3079 ***********************************************************************
 EW3079  DESIGNATION -  102 74 LA CO
 EW3079  PID         -  EW3079
 EW3079  STATE/COUNTY-  CA/LOS ANGELES
 EW3079  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3079
 EW3079                         *CURRENT SURVEY CONTROL
 EW3079  ___________________________________________________________________
 EW3079* NAD 83(1986)-  34 46 18.     (N)    118 41 35.     (W)     SCALED    
 EW3079* NAVD 88     -       967.07   (+/-2cm)    3172.8    (feet)  VERTCON   
 EW3079  ___________________________________________________________________
 EW3079  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW3079  VERT ORDER  -  THIRD (See Below)
 EW3079
 EW3079.The horizontal coordinates were scaled from a topographic map and have
 EW3079.an estimated accuracy of +/- 6 seconds.
 EW3079
 EW3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3079.The vertical order pertains to the NGVD 29 superseded value.
 EW3079
 EW3079.The geoid height was determined by GEOID03.
 EW3079
 EW3079;                    North         East    Units  Estimated Accuracy
 EW3079;SPC CA 5     -   641,280.    1,936,560.      MT  (+/- 180 meters Scaled)
 EW3079
 EW3079                          SUPERSEDED SURVEY CONTROL
 EW3079
 EW3079  NGVD 29 (??/??/??)  966.16   (m)         3169.8    (f) RESET       3  
 EW3079
 EW3079.Superseded values are not recommended for survey control.
 EW3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3079.See file dsdata.txt to determine how the superseded data were derived.
 EW3079
 EW3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU450490(NAD 83)
 EW3079_MARKER: DD = SURVEY DISK
 EW3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3079_STAMPING: BM 102-74 1957 5869
 EW3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3079+STABILITY: SURFACE MOTION
 EW3079
 EW3079  HISTORY     - Date     Condition        Report By
 EW3079  HISTORY     - 1957     MONUMENTED       CA-037
 EW3079  HISTORY     - 1960     GOOD             NGS
 EW3079  HISTORY     - 1964     GOOD             NGS
 EW3079
 EW3079                          STATION DESCRIPTION
 EW3079
 EW3079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3079'4.6 MI N FROM QUAIL LAKE FIRE STATION.
 EW3079'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3079'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 2.4 MILES
 EW3079'EAST ALONG STATE HIGHWAY 138, AT HIGHWAY CULVERT A.133+60, 47.8
 EW3079'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET SOUTH
 EW3079'OF THE SOUTH END OF THE EAST CONCRETE RETAINING WALL OF THE
 EW3079'CULVERT, 1.4 FEET NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS
 EW3079'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 EW3079'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW3079
 EW3079                          STATION RECOVERY (1964)
 EW3079
 EW3079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW3079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3080 ***********************************************************************
 EW3080  DESIGNATION -  102 75 LA CO
 EW3080  PID         -  EW3080
 EW3080  STATE/COUNTY-  CA/LOS ANGELES
 EW3080  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3080
 EW3080                         *CURRENT SURVEY CONTROL
 EW3080  ___________________________________________________________________
 EW3080* NAD 83(1986)-  34 46 08.     (N)    118 42 08.     (W)     SCALED    
 EW3080* NAVD 88     -       979.45   (+/-2cm)    3213.4    (feet)  VERTCON   
 EW3080  ___________________________________________________________________
 EW3080  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW3080  VERT ORDER  -  THIRD (See Below)
 EW3080
 EW3080.The horizontal coordinates were scaled from a topographic map and have
 EW3080.an estimated accuracy of +/- 6 seconds.
 EW3080
 EW3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3080.The vertical order pertains to the NGVD 29 superseded value.
 EW3080
 EW3080.The geoid height was determined by GEOID03.
 EW3080
 EW3080;                    North         East    Units  Estimated Accuracy
 EW3080;SPC CA 5     -   640,980.    1,935,720.      MT  (+/- 180 meters Scaled)
 EW3080
 EW3080                          SUPERSEDED SURVEY CONTROL
 EW3080
 EW3080  NGVD 29 (??/??/??)  978.54   (m)         3210.4    (f) RESET       3  
 EW3080
 EW3080.Superseded values are not recommended for survey control.
 EW3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3080.See file dsdata.txt to determine how the superseded data were derived.
 EW3080
 EW3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU442487(NAD 83)
 EW3080_MARKER: DD = SURVEY DISK
 EW3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3080_STAMPING: 102-75 1957 5869
 EW3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3080+STABILITY: SURFACE MOTION
 EW3080
 EW3080  HISTORY     - Date     Condition        Report By
 EW3080  HISTORY     - 1957     MONUMENTED       CA-037
 EW3080  HISTORY     - 1960     GOOD             NGS
 EW3080  HISTORY     - 1964     GOOD             NGS
 EW3080
 EW3080                          STATION DESCRIPTION
 EW3080
 EW3080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3080'4.1 MI N FROM QUAIL LAKE FIRE STATION.
 EW3080'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM
 EW3080'THE LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 1.85 MILES
 EW3080'EAST ALONG STATE HIGHWAY 138, AT HIGHWAY CULVERT A.104+65, 47
 EW3080'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 EW3080'NORTHEAST OF TELEPHONE POLE 7-48, 16.7 FEET SOUTHEAST OF THE
 EW3080'SOUTHEAST END OF A CONCRETE RETAINING WALL FOR THE CULVERT,
 EW3080'1.0 FOOT NORHTWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS
 EW3080'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 EW3080'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW3080
 EW3080                          STATION RECOVERY (1964)
 EW3080
 EW3080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW3080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3086 ***********************************************************************
 EW3086  DESIGNATION -  102 77 LA CO
 EW3086  PID         -  EW3086
 EW3086  STATE/COUNTY-  CA/LOS ANGELES
 EW3086  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3086
 EW3086                         *CURRENT SURVEY CONTROL
 EW3086  ___________________________________________________________________
 EW3086* NAD 83(1986)-  34 45 53.     (N)    118 43 08.     (W)     SCALED    
 EW3086* NAVD 88     -      1018.89   (+/-2cm)    3342.8    (feet)  VERTCON   
 EW3086  ___________________________________________________________________
 EW3086  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW3086  VERT ORDER  -  THIRD (See Below)
 EW3086
 EW3086.The horizontal coordinates were scaled from a topographic map and have
 EW3086.an estimated accuracy of +/- 6 seconds.
 EW3086
 EW3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3086.The vertical order pertains to the NGVD 29 superseded value.
 EW3086
 EW3086.The geoid height was determined by GEOID03.
 EW3086
 EW3086;                    North         East    Units  Estimated Accuracy
 EW3086;SPC CA 5     -   640,520.    1,934,190.      MT  (+/- 180 meters Scaled)
 EW3086
 EW3086                          SUPERSEDED SURVEY CONTROL
 EW3086
 EW3086  NGVD 29 (??/??/??) 1017.98   (m)         3339.8    (f) RESET       3  
 EW3086
 EW3086.Superseded values are not recommended for survey control.
 EW3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3086.See file dsdata.txt to determine how the superseded data were derived.
 EW3086
 EW3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU426482(NAD 83)
 EW3086_MARKER: DD = SURVEY DISK
 EW3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3086_STAMPING: 102-77 5869 1957
 EW3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3086+STABILITY: SURFACE MOTION
 EW3086
 EW3086  HISTORY     - Date     Condition        Report By
 EW3086  HISTORY     - 1957     MONUMENTED       CA-037
 EW3086  HISTORY     - 1960     GOOD             NGS
 EW3086  HISTORY     - 1970     GOOD             CA-037
 EW3086
 EW3086                          STATION DESCRIPTION
 EW3086
 EW3086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3086'3 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3086'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3086'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 0.8 MILE
 EW3086'EAST ALONG STATE HIGHWAY 138, AT HIGHWAY CULVERT A. 51+15, 51 FEET
 EW3086'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16.9 FEET SOUTH OF THE
 EW3086'SOUTH END OF THE EAST CONCRETE RETAINING WALL OF THE CULVERT,
 EW3086'4 FEET NORTHWEST OF TELEPHONE POLE 6-47, 1.0 FOOT NORTH OF A
 EW3086'FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW3086'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 EW3086'FOOT ABOVE THE GROUND.
 EW3086
 EW3086                          STATION RECOVERY (1970)
 EW3086
 EW3086'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW3086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3087 ***********************************************************************
 EW3087  DESIGNATION -  102 78 LA CO
 EW3087  PID         -  EW3087
 EW3087  STATE/COUNTY-  CA/LOS ANGELES
 EW3087  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3087
 EW3087                         *CURRENT SURVEY CONTROL
 EW3087  ___________________________________________________________________
 EW3087* NAD 83(1986)-  34 45 53.     (N)    118 43 35.     (W)     SCALED    
 EW3087* NAVD 88     -      1036.07   (+/-2cm)    3399.2    (feet)  VERTCON   
 EW3087  ___________________________________________________________________
 EW3087  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW3087  VERT ORDER  -  THIRD (See Below)
 EW3087
 EW3087.The horizontal coordinates were scaled from a topographic map and have
 EW3087.an estimated accuracy of +/- 6 seconds.
 EW3087
 EW3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3087.The vertical order pertains to the NGVD 29 superseded value.
 EW3087
 EW3087.The geoid height was determined by GEOID03.
 EW3087
 EW3087;                    North         East    Units  Estimated Accuracy
 EW3087;SPC CA 5     -   640,530.    1,933,510.      MT  (+/- 180 meters Scaled)
 EW3087
 EW3087                          SUPERSEDED SURVEY CONTROL
 EW3087
 EW3087  NGVD 29 (??/??/??) 1035.16   (m)         3396.2    (f) RESET       3  
 EW3087
 EW3087.Superseded values are not recommended for survey control.
 EW3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3087.See file dsdata.txt to determine how the superseded data were derived.
 EW3087
 EW3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU420483(NAD 83)
 EW3087_MARKER: P = PIPE CAP
 EW3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3087_STAMPING: BM 102-78 1957 5869
 EW3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3087+STABILITY: SURFACE MOTION
 EW3087
 EW3087  HISTORY     - Date     Condition        Report By
 EW3087  HISTORY     - 1957     MONUMENTED       CA-037
 EW3087  HISTORY     - 1968     GOOD             CA-037
 EW3087  HISTORY     - 1970     GOOD             NGS
 EW3087
 EW3087                          STATION DESCRIPTION
 EW3087
 EW3087'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW3087'7.6 MI E FROM GORMAN.
 EW3087'GORMAN, 7.6 MILES EASTERLY.  LANCASTER ROAD (STATE HIGHWAY 138)
 EW3087'ABOUT 0.4 MILES EASTERLY OF OLD RIDGE ROUTE, AT HIGHWAY STATION
 EW3087'A 29+71, 48.0 FEET SOUTH OF THE CENTER LINE OF LANCASTER ROAD,
 EW3087'WEST OF THE PAVED DRIVEWAY TO THE TELEPHONE COMPANY BUILDINGS,
 EW3087'9.8 FEET EAST AND 1.7 FEET NORTH OF THE NORTHWEST CORNER OF
 EW3087'CHAIN LINK FENCE AROUND TELEPHONE COMPANY PROPERTY.  SET IN THE
 EW3087'TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 EW3087'THE GROUND.
 EW3087
 EW3087                          STATION RECOVERY (1970)
 EW3087
 EW3087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EW3087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3070 ***********************************************************************
 EW3070  DESIGNATION -  102 79 LA CO
 EW3070  PID         -  EW3070
 EW3070  STATE/COUNTY-  CA/LOS ANGELES
 EW3070  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3070
 EW3070                         *CURRENT SURVEY CONTROL
 EW3070  ___________________________________________________________________
 EW3070* NAD 83(1986)-  34 45 52.     (N)    118 43 57.     (W)     SCALED    
 EW3070* NAVD 88     -      1030.56   (+/-2cm)    3381.1    (feet)  VERTCON   
 EW3070  ___________________________________________________________________
 EW3070  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW3070  VERT ORDER  -  THIRD (See Below)
 EW3070
 EW3070.The horizontal coordinates were scaled from a topographic map and have
 EW3070.an estimated accuracy of +/- 6 seconds.
 EW3070
 EW3070.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3070.The vertical order pertains to the NGVD 29 superseded value.
 EW3070
 EW3070.The geoid height was determined by GEOID03.
 EW3070
 EW3070;                    North         East    Units  Estimated Accuracy
 EW3070;SPC CA 5     -   640,500.    1,932,950.      MT  (+/- 180 meters Scaled)
 EW3070
 EW3070                          SUPERSEDED SURVEY CONTROL
 EW3070
 EW3070  NGVD 29 (??/??/??) 1029.65   (m)         3378.1    (f) RESET       3  
 EW3070
 EW3070.Superseded values are not recommended for survey control.
 EW3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3070.See file dsdata.txt to determine how the superseded data were derived.
 EW3070
 EW3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU414482(NAD 83)
 EW3070_MARKER: S = SPIKE
 EW3070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3070_SP_SET: CULVERT
 EW3070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3070
 EW3070  HISTORY     - Date     Condition        Report By
 EW3070  HISTORY     - UNK      MONUMENTED       CA-037
 EW3070  HISTORY     - 1970     GOOD             CA-037
 EW3070  HISTORY     - 1971     GOOD             CA-037
 EW3070
 EW3070                          STATION DESCRIPTION
 EW3070
 EW3070'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW3070'7.2 MI E FROM GORMAN.
 EW3070'GORMAN, 7.2 MI E, LANCASTER RD, STATE HWY 138, AND OLD RIDGE
 EW3070'ROUTE, EAST OF THE INTERSECTION AT THE S CONCRETE HEADWALL OF
 EW3070'THE CULVERT UNDER LANCASTER RD.  SET IN THE TOP AND NEAR THE N
 EW3070'END OF THE HEADWALL.
 EW3070
 EW3070                          STATION RECOVERY (1971)
 EW3070
 EW3070'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW3070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5259 ***********************************************************************
 EW5259  DESIGNATION -  102 8
 EW5259  PID         -  EW5259
 EW5259  STATE/COUNTY-  CA/VENTURA
 EW5259  USGS QUAD   -  SATICOY (1967)
 EW5259
 EW5259                         *CURRENT SURVEY CONTROL
 EW5259  ___________________________________________________________________
 EW5259* NAD 83(1986)-  34 17 38.     (N)    119 08 08.     (W)     SCALED    
 EW5259* NAVD 88     -        54.059  (meters)     177.36   (feet)  ADJUSTED  
 EW5259  ___________________________________________________________________
 EW5259  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EW5259  DYNAMIC HT  -          54.002 (meters)     177.17  (feet)  COMP
 EW5259  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 EW5259
 EW5259  VERT ORDER  -  FIRST     CLASS I
 EW5259
 EW5259.The horizontal coordinates were scaled from a topographic map and have
 EW5259.an estimated accuracy of +/- 6 seconds.
 EW5259
 EW5259.The orthometric height was determined by differential leveling
 EW5259.and adjusted in June 1991.
 EW5259.WARNING-Repeat measurements at this control monument indicate possible
 EW5259.vertical movement.
 EW5259
 EW5259.The geoid height was determined by GEOID03.
 EW5259
 EW5259.The dynamic height is computed by dividing the NAVD 88
 EW5259.geopotential number by the normal gravity value computed on the
 EW5259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5259.degrees latitude (g = 980.6199 gals.).
 EW5259
 EW5259.The modeled gravity was interpolated from observed gravity values.
 EW5259
 EW5259;                    North         East    Units  Estimated Accuracy
 EW5259;SPC CA 5     -   588,650.    1,895,460.      MT  (+/- 180 meters Scaled)
 EW5259
 EW5259                          SUPERSEDED SURVEY CONTROL
 EW5259
 EW5259  NGVD 29 (??/??/92)   53.361  (m)          175.07   (f) ADJ UNCH    1 1
 EW5259
 EW5259.Superseded values are not recommended for survey control.
 EW5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5259.See file dsdata.txt to determine how the superseded data were derived.
 EW5259
 EW5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT034968(NAD 83)
 EW5259_MARKER: DD = SURVEY DISK
 EW5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5259_SP_SET: CONCRETE POST
 EW5259_STAMPING: 102-8 1969
 EW5259_MARK LOGO: CA-111
 EW5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5259+STABILITY: SURFACE MOTION
 EW5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5259+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989
 EW5259
 EW5259  HISTORY     - Date     Condition        Report By
 EW5259  HISTORY     - 1969     MONUMENTED       CA-111
 EW5259  HISTORY     - 1971     GOOD             NGS
 EW5259  HISTORY     - 1977     GOOD             NGS
 EW5259  HISTORY     - 19890420 GOOD             NGS
 EW5259  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW5259
 EW5259                          STATION DESCRIPTION
 EW5259
 EW5259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5259'1 MI NE FROM SATICOY.
 EW5259'1.0 MILE NORTHEAST ALONG ALONG THE SOUTHERN PACIFIC RAILROAD
 EW5259'FROM THE LOS ANGELES AVENUE CROSSING AT SATICOY, 790 FEET
 EW5259'SOUTHWEST OF THE CENTER OF A WOODEN BRIDGE OVER ELLSWORTH
 EW5259'BARRANCA, AT THE WEST CORNER OF AN ORCHARD, 41.1 FEET
 EW5259'SOUTHEAST OF THE SOUTHEAST RAIL, 107 1/2 FEET SOUTHEAST AND
 EW5259'ACROSS THE TRACK FROM THE SOUTH CORNER OF A CYCLONE FENCE,
 EW5259'57- FEET NORTHEAST OF THE 4TH POLE SOUTHWEST OF THE BRIDGE, 1.0
 EW5259'FOOT NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 EW5259'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 EW5259
 EW5259                          STATION RECOVERY (1977)
 EW5259
 EW5259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5259'RECOVERED IN GOOD CONDITION.
 EW5259
 EW5259                          STATION RECOVERY (1989)
 EW5259
 EW5259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5259'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 EW5259'MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW5259'JUNCTION WITH LOS ANGELES AVENUE IN SATICOY.  241.0 M (790.7 FT)
 EW5259'SOUTHWEST OF THE CENTER OF A WOODEN BRIDGE SPANNING ELLSWORTH
 EW5259'BARRANCA, 36.9 M (121.1 FT) NORTHEAST OF THE MOST NORTHEAST ONE OF
 EW5259'TWO 2 INCH PVC PIPES SUPPORTING A HIGH PRESSURE GAS PIPELINE WARNING
 EW5259'SIGN, PROJECTING 4.0 FT, 32.9 M (107.9 FT) SOUTH OF A 2 INCH IRON
 EW5259'PIPE SUPPORTING A PETROLEUM WARNING SIGN PROJECTION 3.0 FT, 12.6 M
 EW5259'(41.3 FT) SOUTHEAST OF THE NEAR RAIL, 1.9 KM (1.20 MI) NORTHEAST OF
 EW5259'THE CENTER OF A DIRT ROAD IN AN ORCHARD, 0.3 M (1.0 FT) BELOW THE
 EW5259'RAILROAD TRACK AND FLUSH WITH THE GROUND SURFACE.
 EW5259
 EW5259                          STATION RECOVERY (1996)
 EW5259
 EW5259'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3090 ***********************************************************************
 EW3090  DESIGNATION -  102 80 A LA CO
 EW3090  PID         -  EW3090
 EW3090  STATE/COUNTY-  CA/LOS ANGELES
 EW3090  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3090
 EW3090                         *CURRENT SURVEY CONTROL
 EW3090  ___________________________________________________________________
 EW3090* NAD 83(1986)-  34 46 02.     (N)    118 44 14.     (W)     SCALED    
 EW3090* NAVD 88     -      1018.92   (+/-2cm)    3342.9    (feet)  VERTCON   
 EW3090  ___________________________________________________________________
 EW3090  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW3090  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3090
 EW3090.The horizontal coordinates were scaled from a topographic map and have
 EW3090.an estimated accuracy of +/- 6 seconds.
 EW3090
 EW3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3090.The vertical order pertains to the NGVD 29 superseded value.
 EW3090
 EW3090.The geoid height was determined by GEOID03.
 EW3090
 EW3090;                    North         East    Units  Estimated Accuracy
 EW3090;SPC CA 5     -   640,810.    1,932,520.      MT  (+/- 180 meters Scaled)
 EW3090
 EW3090                          SUPERSEDED SURVEY CONTROL
 EW3090
 EW3090  NGVD 29 (??/??/92) 1018.011  (m)         3339.92   (f) ADJ UNCH    1 1
 EW3090
 EW3090.Superseded values are not recommended for survey control.
 EW3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3090.See file dsdata.txt to determine how the superseded data were derived.
 EW3090
 EW3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU410486(NAD 83)
 EW3090_MARKER: DD = SURVEY DISK
 EW3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3090_STAMPING: BM 102-80A 1970 5869
 EW3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3090+STABILITY: SURFACE MOTION
 EW3090
 EW3090  HISTORY     - Date     Condition        Report By
 EW3090  HISTORY     - 1970     MONUMENTED       CA-037
 EW3090  HISTORY     - 1971     GOOD             NGS
 EW3090
 EW3090                          STATION DESCRIPTION
 EW3090
 EW3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3090'2.6 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3090'2.2 MILES NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL
 EW3090'LAKE FIRE STATION, THENCE 0.35 MILE NORTHWEST ALONG STATE
 EW3090'HIGHWAY 138, NEAR SOUTHEAST END OF A CURVE, 113 FEET SOUTHWEST
 EW3090'OF THE CENTER LINE OF THE HIGHWAY, 135 FEET SOUTHWEST AND ACROSS
 EW3090'THE HIGHWAY FROM POWER POLE 1871759E, 109 FEET WEST OF A BRACED
 EW3090'ANGLE POST IN FENCE LINE, 83.4 FEET SOUTHWEST OF FENCE, 1.8 FEET
 EW3090'SOUTHWEST OF A WITNESS POST, ABOUT 6 1/2 FEET HIGHER THAN THE
 EW3090'HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EW3090'FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3092 ***********************************************************************
 EW3092  DESIGNATION -  102 81 A LA CO
 EW3092  PID         -  EW3092
 EW3092  STATE/COUNTY-  CA/LOS ANGELES
 EW3092  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3092
 EW3092                         *CURRENT SURVEY CONTROL
 EW3092  ___________________________________________________________________
 EW3092* NAD 83(1986)-  34 46 07.     (N)    118 44 53.     (W)     SCALED    
 EW3092* NAVD 88     -      1017.46   (+/-2cm)    3338.1    (feet)  VERTCON   
 EW3092  ___________________________________________________________________
 EW3092  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW3092  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3092
 EW3092.The horizontal coordinates were scaled from a topographic map and have
 EW3092.an estimated accuracy of +/- 6 seconds.
 EW3092
 EW3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3092.The vertical order pertains to the NGVD 29 superseded value.
 EW3092
 EW3092.The geoid height was determined by GEOID03.
 EW3092
 EW3092;                    North         East    Units  Estimated Accuracy
 EW3092;SPC CA 5     -   640,980.    1,931,530.      MT  (+/- 180 meters Scaled)
 EW3092
 EW3092                          SUPERSEDED SURVEY CONTROL
 EW3092
 EW3092  NGVD 29 (??/??/92) 1016.561  (m)         3335.17   (f) ADJ UNCH    1 1
 EW3092
 EW3092.Superseded values are not recommended for survey control.
 EW3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3092.See file dsdata.txt to determine how the superseded data were derived.
 EW3092
 EW3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU400487(NAD 83)
 EW3092_MARKER: DD = SURVEY DISK
 EW3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3092_STAMPING: BM 102-81A 1970 5869
 EW3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3092+STABILITY: SURFACE MOTION
 EW3092
 EW3092  HISTORY     - Date     Condition        Report By
 EW3092  HISTORY     - 1970     MONUMENTED       CA-037
 EW3092  HISTORY     - 1971     GOOD             NGS
 EW3092
 EW3092                          STATION DESCRIPTION
 EW3092
 EW3092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3092'3.2 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3092'2.2 MILES NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL
 EW3092'LAKE FIRE STATION, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY
 EW3092'138, ON THE FRONT LAWN OF THE KINSEY RANCH HEADQUARTERS, ABOUT
 EW3092'250 FEET NORTH OF THE HOUSE, 102 FEET SOUTH OF THE CENTER LINE
 EW3092'OF THE HIGHWAY, 125 FEET SOUTH AND ACROSS HIGHWAY FROM POWER
 EW3092'POLE 1871741E, 36 FEET NORTH OF CONCRETE STEPS IN RETAINING
 EW3092'WALL ON THE LAWN, 2.2 FEET EAST OF 4-INCH IRON PIPE FLAG POLE,
 EW3092'8.5 FEET SOUTH-SOUTHWEST OF IRON PIPE LAWN SPRINKLER WHICH
 EW3092'PROJECTS 2 FEET, ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND IN
 EW3092'THE TOP OF A CONCRETE POST 0.2 FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3381 ***********************************************************************
 EW3381  DESIGNATION -  102 88 A
 EW3381  PID         -  EW3381
 EW3381  STATE/COUNTY-  CA/LOS ANGELES
 EW3381  USGS QUAD   -  LEBEC (1991)
 EW3381
 EW3381                         *CURRENT SURVEY CONTROL
 EW3381  ___________________________________________________________________
 EW3381* NAD 83(1986)-  34 46 36.     (N)    118 47 09.     (W)     SCALED    
 EW3381* NAVD 88     -      1068.757  (meters)    3506.41   (feet)  ADJUSTED  
 EW3381  ___________________________________________________________________
 EW3381  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EW3381  DYNAMIC HT  -        1067.480 (meters)    3502.22  (feet)  COMP
 EW3381  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 EW3381
 EW3381  VERT ORDER  -  FIRST     CLASS I
 EW3381
 EW3381.The horizontal coordinates were scaled from a topographic map and have
 EW3381.an estimated accuracy of +/- 6 seconds.
 EW3381
 EW3381.The orthometric height was determined by differential leveling
 EW3381.and adjusted in June 1991.
 EW3381.WARNING-Repeat measurements at this control monument indicate possible
 EW3381.vertical movement.
 EW3381
 EW3381.The geoid height was determined by GEOID03.
 EW3381
 EW3381.The dynamic height is computed by dividing the NAVD 88
 EW3381.geopotential number by the normal gravity value computed on the
 EW3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3381.degrees latitude (g = 980.6199 gals.).
 EW3381
 EW3381.The modeled gravity was interpolated from observed gravity values.
 EW3381
 EW3381;                    North         East    Units  Estimated Accuracy
 EW3381;SPC CA 5     -   641,900.    1,928,080.      MT  (+/- 180 meters Scaled)
 EW3381
 EW3381                          SUPERSEDED SURVEY CONTROL
 EW3381
 EW3381  NGVD 29 (??/??/92) 1067.861  (m)         3503.47   (f) ADJ UNCH    1 1
 EW3381
 EW3381.Superseded values are not recommended for survey control.
 EW3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3381.See file dsdata.txt to determine how the superseded data were derived.
 EW3381
 EW3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU365497(NAD 83)
 EW3381_MARKER: DD = SURVEY DISK
 EW3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3381_SP_SET: CONCRETE POST
 EW3381_STAMPING: BM 102-88A 1968 5869
 EW3381_MARK LOGO: CA-037
 EW3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3381+STABILITY: SURFACE MOTION
 EW3381
 EW3381  HISTORY     - Date     Condition        Report By
 EW3381  HISTORY     - 1968     MONUMENTED       CA-037
 EW3381  HISTORY     - 1971     GOOD             NGS
 EW3381  HISTORY     - 1978     GOOD             NGS
 EW3381  HISTORY     - 1983     GOOD             USGS
 EW3381  HISTORY     - 1984     GOOD             NGS
 EW3381  HISTORY     - 1985     GOOD             NGS
 EW3381  HISTORY     - 1986     GOOD             NGS
 EW3381  HISTORY     - 1987     GOOD             NGS
 EW3381
 EW3381                          STATION DESCRIPTION
 EW3381
 EW3381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3381'4.1 MI E FROM GORMAN.
 EW3381'4.1 MILES EAST ALONG GORMAN POST ROAD FROM THE JUNCTION OF GORMAN
 EW3381'SCHOOL ROAD AT GORMAN, 0.1 MILE NORTHWEST OF STEEL TOWER POWER
 EW3381'LINE CROSSING, ON A CUT BANK, 36 1/2 FEET NORTHEAST OF THE
 EW3381'CENTER LINE OF THE ROAD, 269 FEET NORTHWEST OF THE CENTER OF
 EW3381'THE NORTHEAST END OF CULVERT K301+50, 2.0 FEET NORTHEAST OF A
 EW3381'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE ROAD AND IN THE TOP
 EW3381'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT.  SECTION 16, T18W,
 EW3381'R8N.
 EW3381
 EW3381                          STATION RECOVERY (1978)
 EW3381
 EW3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3381'RECOVERED IN GOOD CONDITION.
 EW3381
 EW3381                          STATION RECOVERY (1983)
 EW3381
 EW3381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW3381'RECOVERED IN GOOD CONDITION.
 EW3381
 EW3381                          STATION RECOVERY (1984)
 EW3381
 EW3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW3381'RECOVERED IN GOOD CONDITION.
 EW3381
 EW3381                          STATION RECOVERY (1985)
 EW3381
 EW3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW3381'RECOVERED IN GOOD CONDITION.
 EW3381
 EW3381                          STATION RECOVERY (1986)
 EW3381
 EW3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW3381'RECOVERED IN GOOD CONDITION.
 EW3381
 EW3381                          STATION RECOVERY (1987)
 EW3381
 EW3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW3381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5257 ***********************************************************************
 EW5257  DESIGNATION -  102 9
 EW5257  PID         -  EW5257
 EW5257  STATE/COUNTY-  CA/VENTURA
 EW5257  USGS QUAD   -  SATICOY (1967)
 EW5257
 EW5257                         *CURRENT SURVEY CONTROL
 EW5257  ___________________________________________________________________
 EW5257* NAD 83(1986)-  34 17 57.     (N)    119 07 48.     (W)     SCALED    
 EW5257* NAVD 88     -        58.007  (meters)     190.31   (feet)  ADJUSTED  
 EW5257  ___________________________________________________________________
 EW5257  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EW5257  DYNAMIC HT  -          57.945 (meters)     190.11  (feet)  COMP
 EW5257  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 EW5257
 EW5257  VERT ORDER  -  FIRST     CLASS I
 EW5257
 EW5257.The horizontal coordinates were scaled from a topographic map and have
 EW5257.an estimated accuracy of +/- 6 seconds.
 EW5257
 EW5257.The orthometric height was determined by differential leveling
 EW5257.and adjusted in June 1991.
 EW5257
 EW5257.The geoid height was determined by GEOID03.
 EW5257
 EW5257.The dynamic height is computed by dividing the NAVD 88
 EW5257.geopotential number by the normal gravity value computed on the
 EW5257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5257.degrees latitude (g = 980.6199 gals.).
 EW5257
 EW5257.The modeled gravity was interpolated from observed gravity values.
 EW5257
 EW5257;                    North         East    Units  Estimated Accuracy
 EW5257;SPC CA 5     -   589,230.    1,895,980.      MT  (+/- 180 meters Scaled)
 EW5257
 EW5257                          SUPERSEDED SURVEY CONTROL
 EW5257
 EW5257  NGVD 29 (??/??/92)   57.245  (m)          187.81   (f) ADJ UNCH    1 1
 EW5257
 EW5257.Superseded values are not recommended for survey control.
 EW5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5257.See file dsdata.txt to determine how the superseded data were derived.
 EW5257
 EW5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT039973(NAD 83)
 EW5257_MARKER: DD = SURVEY DISK
 EW5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5257_SP_SET: CONCRETE POST
 EW5257_STAMPING: 102-9 1969
 EW5257_MARK LOGO: CA-111
 EW5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5257+STABILITY: SURFACE MOTION
 EW5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5257+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989
 EW5257
 EW5257  HISTORY     - Date     Condition        Report By
 EW5257  HISTORY     - 1969     MONUMENTED       CA-111
 EW5257  HISTORY     - 1971     GOOD             NGS
 EW5257  HISTORY     - 1977     GOOD             NGS
 EW5257  HISTORY     - 19890420 GOOD             NGS
 EW5257
 EW5257                          STATION DESCRIPTION
 EW5257
 EW5257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5257'1.5 MI NE FROM SATICOY.
 EW5257'1.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW5257'THE LOS ANGELES AVENUE CROSSING AT SATICOY, 25.5 FEET
 EW5257'SOUTHEAST OF THE SOUTHEAST RAIL, 75 FEET SOUTH OF THE CENTER OF A
 EW5257'PRIVATE ROAD CROSSING, 3 1/2 FEET NORTHEAST OF MILE POLE 409,
 EW5257'48 FEET WEST OF A LARGE IRRIGATION STAND PIPE WHICH PROJECTS 10 FEET,
 EW5257'0.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 EW5257'THAN THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EW5257'0.2 FOOT.
 EW5257
 EW5257                          STATION RECOVERY (1977)
 EW5257
 EW5257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5257'RECOVERED IN GOOD CONDITION.
 EW5257
 EW5257                          STATION RECOVERY (1989)
 EW5257
 EW5257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5257'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, DELETE 3
 EW5257'1/2 FEET NORTHEAST OF MILE POLE 409, DELETE 0.8 FEET NORTHWEST OF A
 EW5257'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0554 ***********************************************************************
 EW0554  DESIGNATION -  102 9 LA CO
 EW0554  PID         -  EW0554
 EW0554  STATE/COUNTY-  CA/LOS ANGELES
 EW0554  USGS QUAD   -  LANCASTER WEST (1974)
 EW0554
 EW0554                         *CURRENT SURVEY CONTROL
 EW0554  ___________________________________________________________________
 EW0554* NAD 83(1986)-  34 42 13.     (N)    118 12 37.     (W)     SCALED    
 EW0554* NAVD 88     -       710.70   (+/-2cm)    2331.7    (feet)  VERTCON   
 EW0554  ___________________________________________________________________
 EW0554  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EW0554  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0554
 EW0554.The horizontal coordinates were scaled from a topographic map and have
 EW0554.an estimated accuracy of +/- 6 seconds.
 EW0554
 EW0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0554.The vertical order pertains to the NGVD 29 superseded value.
 EW0554
 EW0554.The geoid height was determined by GEOID03.
 EW0554
 EW0554;                    North         East    Units  Estimated Accuracy
 EW0554;SPC CA 5     -   633,530.    1,980,740.      MT  (+/- 180 meters Scaled)
 EW0554
 EW0554                          SUPERSEDED SURVEY CONTROL
 EW0554
 EW0554  NGVD 29 (??/??/92)  709.856  (m)         2328.92   (f) ADJ UNCH    1 1
 EW0554
 EW0554.Superseded values are not recommended for survey control.
 EW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0554.See file dsdata.txt to determine how the superseded data were derived.
 EW0554
 EW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU891408(NAD 83)
 EW0554_MARKER: DD = SURVEY DISK
 EW0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0554_STAMPING: 102-9 1957 5869
 EW0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0554+STABILITY: SURFACE MOTION
 EW0554
 EW0554  HISTORY     - Date     Condition        Report By
 EW0554  HISTORY     - 1957     MONUMENTED       CA-037
 EW0554  HISTORY     - 1971     GOOD             NGS
 EW0554
 EW0554                          STATION DESCRIPTION
 EW0554
 EW0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0554'4 MI W FROM LANCASTER.
 EW0554'4.05 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF SIERRA
 EW0554'HIGHWAY AT LANCASTER, AT THE JUNCTION OF 45TH STREET WEST,
 EW0554'90 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 43 FEET EAST
 EW0554'OF THE CENTER LINE OF THE STREET, 66 FEET NORTH-NORTHEAST
 EW0554'OF THE EAST END OF A 36-INCH PIPE CULVERT, 30 FEET NORTH OF
 EW0554'POWER POLE 864989E WITH TWO GUY WIRES, 1.0 FOOT SOUTH OF A
 EW0554'WITNESS POST, ABOUT 4 FEET LOWER THAN THE AVENUE, AND SET IN
 EW0554'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1051 ***********************************************************************
 KS1051  DESIGNATION -  102 B USGS
 KS1051  PID         -  KS1051
 KS1051  STATE/COUNTY-  CA/BUTTE
 KS1051  USGS QUAD   -  GRIDLEY (1973)
 KS1051
 KS1051                         *CURRENT SURVEY CONTROL
 KS1051  ___________________________________________________________________
 KS1051* NAD 83(1986)-  39 22 00.     (N)    121 38 49.     (W)     SCALED    
 KS1051* NAVD 88     -        31.509  (meters)     103.38   (feet)  ADJUSTED  
 KS1051  ___________________________________________________________________
 KS1051  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 KS1051  DYNAMIC HT  -          31.491 (meters)     103.32  (feet)  COMP
 KS1051  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 KS1051
 KS1051  VERT ORDER  -  FIRST     CLASS II
 KS1051
 KS1051.The horizontal coordinates were scaled from a topographic map and have
 KS1051.an estimated accuracy of +/- 6 seconds.
 KS1051
 KS1051.The orthometric height was determined by differential leveling
 KS1051.and adjusted in June 1991.
 KS1051
 KS1051.The geoid height was determined by GEOID03.
 KS1051
 KS1051.The dynamic height is computed by dividing the NAVD 88
 KS1051.geopotential number by the normal gravity value computed on the
 KS1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1051.degrees latitude (g = 980.6199 gals.).
 KS1051
 KS1051.The modeled gravity was interpolated from observed gravity values.
 KS1051
 KS1051;                    North         East    Units  Estimated Accuracy
 KS1051;SPC CA 2     -   688,770.    2,030,420.      MT  (+/- 180 meters Scaled)
 KS1051
 KS1051                          SUPERSEDED SURVEY CONTROL
 KS1051
 KS1051  NGVD 29 (??/??/??)   30.815  (m)          101.10   (f) ADJUSTED    1 2
 KS1051
 KS1051.Superseded values are not recommended for survey control.
 KS1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1051.See file dsdata.txt to determine how the superseded data were derived.
 KS1051
 KS1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ165583(NAD 83)
 KS1051_MARKER: Z = SEE DESCRIPTION
 KS1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1051_SP_SET: BRIDGE
 KS1051_STAMPING: 102 B E 1909
 KS1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1051
 KS1051  HISTORY     - Date     Condition        Report By
 KS1051  HISTORY     - 1909     MONUMENTED       USGS
 KS1051  HISTORY     - 1949     GOOD             NGS
 KS1051  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS1051  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS1051
 KS1051                          STATION DESCRIPTION
 KS1051
 KS1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS1051'2.7 MI E FROM GRIDLEY.
 KS1051'2.7 MILES EAST ALONG THE OROVILLE ROAD FROM THE SOUTHERN PACIFIC
 KS1051'CO. RAILROAD STATION AT GRIDLEY, AT THE WEST END OF THE BRIDGE
 KS1051'OVER FEATHER RIVER, IN THE TOP OF THE NORTHWEST WING WALL,
 KS1051'16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4
 KS1051'FEET LOWER THAN THE ROAD.
 KS1051
 KS1051                          STATION RECOVERY (1987)
 KS1051
 KS1051'RECOVERY NOTE BY US POWER SQUADRON 1987 (WG)
 KS1051'MARK NOT FOUND.
 KS1051
 KS1051                          STATION RECOVERY (2004)
 KS1051
 KS1051'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0349 ***********************************************************************
 KT0349  DESIGNATION -  102 B USGS
 KT0349  PID         -  KT0349
 KT0349  STATE/COUNTY-  CA/GLENN
 KT0349  USGS QUAD   -  LOGANDALE (1973)
 KT0349
 KT0349                         *CURRENT SURVEY CONTROL
 KT0349  ___________________________________________________________________
 KT0349* NAD 83(1986)-  39 26 07.     (N)    122 11 31.     (W)     SCALED    
 KT0349* NAVD 88     -        32.14   (+/-2cm)     105.4    (feet)  VERTCON   
 KT0349  ___________________________________________________________________
 KT0349  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 KT0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0349
 KT0349.The horizontal coordinates were scaled from a topographic map and have
 KT0349.an estimated accuracy of +/- 6 seconds.
 KT0349
 KT0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0349.The vertical order pertains to the NGVD 29 superseded value.
 KT0349
 KT0349.The geoid height was determined by GEOID03.
 KT0349
 KT0349;                    North         East    Units  Estimated Accuracy
 KT0349;SPC CA 2     -   696,350.    1,983,480.      MT  (+/- 180 meters Scaled)
 KT0349
 KT0349                          SUPERSEDED SURVEY CONTROL
 KT0349
 KT0349  NGVD 29 (??/??/92)   31.39   (m)          103.0    (f) COMPUTED    2 0
 KT0349
 KT0349.Superseded values are not recommended for survey control.
 KT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0349.See file dsdata.txt to determine how the superseded data were derived.
 KT0349
 KT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695653(NAD 83)
 KT0349_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0349_STAMPING: 102 B
 KT0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0349
 KT0349  HISTORY     - Date     Condition        Report By
 KT0349  HISTORY     - UNK      MONUMENTED       USGS
 KT0349  HISTORY     - 1949     GOOD             NGS
 KT0349  HISTORY     - 1967     POOR             NGS
 KT0349
 KT0349                          STATION DESCRIPTION
 KT0349
 KT0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0349'2 MI N FROM NORMAN.
 KT0349'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 KT0349'STATION AT NORMAN, GLENN COUNTY, 54 FEET SOUTHWEST OF MILEPOST
 KT0349'144, 102 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 25-FOOT
 KT0349'CONCRETE CULVERT ON U.S. HIGHWAY 99 W, 52 FEET WEST OF THE
 KT0349'CENTERLINE OF THE TRACK, AND 28 FEET EAST OF THE CENTERLINE OF THE
 KT0349'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KT0349'102 B AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- 1967
 KT0349'REPORT--IRON PIPE IS LEANING BADLY AND LOOSE.  NOT CONSIDERED
 KT0349'STABLE ENOUGH TO HOLD ELEVATIONS.
 KT0349
 KT0349                          STATION RECOVERY (1967)
 KT0349
 KT0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0349'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0339 ***********************************************************************
 DY0339  DESIGNATION -  102 C OF LB
 DY0339  PID         -  DY0339
 DY0339  STATE/COUNTY-  CA/LOS ANGELES
 DY0339  USGS QUAD   -  LONG BEACH (1981)
 DY0339
 DY0339                         *CURRENT SURVEY CONTROL
 DY0339  ___________________________________________________________________
 DY0339* NAD 83(1986)-  33 47 51.     (N)    118 09 31.     (W)     SCALED    
 DY0339* NAVD 88     -        69.81   (+/-2cm)     229.0    (feet)  VERTCON   
 DY0339  ___________________________________________________________________
 DY0339  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0339  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0339
 DY0339.The horizontal coordinates were scaled from a topographic map and have
 DY0339.an estimated accuracy of +/- 6 seconds.
 DY0339
 DY0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0339.The vertical order pertains to the NGVD 29 superseded value.
 DY0339
 DY0339.The geoid height was determined by GEOID03.
 DY0339
 DY0339;                    North         East    Units  Estimated Accuracy
 DY0339;SPC CA 5     -   533,010.    1,985,310.      MT  (+/- 180 meters Scaled)
 DY0339
 DY0339                          SUPERSEDED SURVEY CONTROL
 DY0339
 DY0339  NGVD 29 (??/??/92)   69.034  (m)          226.49   (f) ADJ UNCH    1 2
 DY0339
 DY0339.Superseded values are not recommended for survey control.
 DY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0339.See file dsdata.txt to determine how the superseded data were derived.
 DY0339
 DY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT927403(NAD 83)
 DY0339_MARKER: DD = SURVEY DISK
 DY0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0339_STAMPING: BM NO 102
 DY0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0339+STABILITY: SURFACE MOTION
 DY0339
 DY0339  HISTORY     - Date     Condition        Report By
 DY0339  HISTORY     - UNK      MONUMENTED       CA1970
 DY0339  HISTORY     - 1961     GOOD             NGS
 DY0339  HISTORY     - 20061028 MARK NOT FOUND   GEOCAC
 DY0339
 DY0339                          STATION DESCRIPTION
 DY0339
 DY0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0339'AT SIGNAL HILL.
 DY0339'AT SIGNAL HILL, LOS ANGELES COUNTY, AT THE INTERSECTION OF
 DY0339'TEMPLE AVENUE AND EAST HILL STREET, 42.5 FEET WEST OF THE
 DY0339'CENTERLINE OF THE AVENUE, 23 FEET SOUTH OF THE CENTERLINE OF
 DY0339'THE STREET, 6.5 FEET SOUTHWEST OF A FIRE HYDRANT, AND 2 FEET
 DY0339'SOUTHEAST OF POWER POLE 383808 E.  A CITY OF LONG BEACH STANDARD
 DY0339'DISK, STAMPED BM NO 102 AND SET IN THE TOP OF A CONCRETE POST
 DY0339'ABOUT 1 FOOT UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH A
 DY0339'6-INCH IRON PIPE WITH A COVER MARKED LBBM.
 DY0339
 DY0339                          STATION RECOVERY (2006)
 DY0339
 DY0339'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0339'RECOVERED A MARK STAMPED CLB BM 102 2000. CONTACTED THE CITY ENGINEER
 DY0339'FOR LONG BEACH WHO FAXED ME INFORMATION CONFIRMING THAT DY0339 WAS
 DY0339'LOST.
 DY0339'CLB BM 102 WAS RESET IN 1961 AND AGAIN IN 2000. THE ORIGINAL MARK WAS
 DY0339'SW OF THE INTERSECTION AND THE RECOVERED RESET MARK IS NE OF THE
 DY0339'INTERSECTION.
 DY0339'THE MARK FOUND IS A RESET OF C OF LB 102 AND FLUSH WITH THE SIDEWALK
 DY0339'AND NOT DY0339.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3520 ***********************************************************************
 EV3520  DESIGNATION -  102 DOR
 EV3520  PID         -  EV3520
 EV3520  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3520  USGS QUAD   -  MORONGO VALLEY (1994)
 EV3520
 EV3520                         *CURRENT SURVEY CONTROL
 EV3520  ___________________________________________________________________
 EV3520* NAD 83(1986)-  34 02 12.     (N)    116 35 23.     (W)     SCALED    
 EV3520* NAVD 88     -       761.407  (meters)    2498.05   (feet)  READJUSTED
 EV3520  ___________________________________________________________________
 EV3520  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EV3520  DYNAMIC HT  -         760.480 (meters)    2495.01  (feet)  COMP
 EV3520  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 EV3520
 EV3520  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 EV3520
 EV3520.The horizontal coordinates were scaled from a topographic map and have
 EV3520.an estimated accuracy of +/- 6 seconds.
 EV3520
 EV3520.The orthometric height was determined by differential leveling
 EV3520.and adjusted in February 1993.
 EV3520.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 EV3520.distribution rate of 3.1 thru 4.0 mm/km.
 EV3520.The height was derived from older observations constrained to new
 EV3520.heights in a crustal motion area.  The height is approximate in
 EV3520.relation to other heights in its vicinity.
 EV3520
 EV3520.The geoid height was determined by GEOID03.
 EV3520
 EV3520.The dynamic height is computed by dividing the NAVD 88
 EV3520.geopotential number by the normal gravity value computed on the
 EV3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3520.degrees latitude (g = 980.6199 gals.).
 EV3520
 EV3520.The modeled gravity was interpolated from observed gravity values.
 EV3520
 EV3520;                    North         East    Units  Estimated Accuracy
 EV3520;SPC CA 5     -   560,440.    2,130,230.      MT  (+/- 180 meters Scaled)
 EV3520
 EV3520                          SUPERSEDED SURVEY CONTROL
 EV3520
 EV3520  NGVD 29 (??/??/92)  760.588  (m)         2495.36   (f) ADJ UNCH    1 1
 EV3520
 EV3520.Superseded values are not recommended for survey control.
 EV3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3520.See file dsdata.txt to determine how the superseded data were derived.
 EV3520
 EV3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT378662(NAD 83)
 EV3520_MARKER: DD = SURVEY DISK
 EV3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3520_SP_SET: CONCRETE POST
 EV3520_STAMPING: 102 DOR 1976
 EV3520_MARK LOGO: USGS  
 EV3520_PROJECTION: PROJECTING 10 CENTIMETERS
 EV3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3520+STABILITY: SURFACE MOTION
 EV3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV3520+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 EV3520
 EV3520  HISTORY     - Date     Condition        Report By
 EV3520  HISTORY     - 1976     MONUMENTED       USGS
 EV3520  HISTORY     - 1978     GOOD             NGS
 EV3520  HISTORY     - 1986     GOOD             NGS
 EV3520  HISTORY     - 20050303 GOOD             USPSQD
 EV3520
 EV3520                          STATION DESCRIPTION
 EV3520
 EV3520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3520'0.8 MI SW FROM MORONGO VALLEY.
 EV3520'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT
 EV3520'MORONGO VALLEY, AT THE NORTHEAST CORNER OF A REST AREA, 54 FT.
 EV3520'NORTH OF THE CENTER LINE OF THE SOUTHBOUND LANE OF HIGHWAY.
 EV3520
 EV3520                          STATION RECOVERY (1986)
 EV3520
 EV3520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV3520'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.26 KM (0.78
 EV3520'MI) SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE IN MORONGO
 EV3520'VALLEY, NEAR THE NORTHEAST END OF A PAVED TURNOUT ON THE NORTHWEST
 EV3520'SIDE OF THE HIGHWAY, 15.8 METERS (52 FT) NORTHWEST OF THE SOUTH BOUND
 EV3520'HIGHWAY CENTERLINE, 11.9 METERS (39 FT) NORTHEAST OF THE NORTHEAST
 EV3520'END OF A METAL GUARD RAIL, 2.1 METERS (7 FT) NORTHWEST OF AN ASPHALT
 EV3520'CURB, 19.5 METERS (64 FT) SOUTHWEST OF THE EXTREME NORTHEAST CORNER
 EV3520'OF THE TURNOUT AND 27.0 METERS (90 FT) NORTHEAST OF BENCH MARK 605 7
 EV3520'R CO.
 EV3520'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 EV3520'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 EV3520
 EV3520                          STATION RECOVERY (2005)
 EV3520
 EV3520'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV3520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9022 ***********************************************************************
 EW9022  DESIGNATION -  102 FMK USGS
 EW9022  PID         -  EW9022
 EW9022  STATE/COUNTY-  CA/LOS ANGELES
 EW9022  USGS QUAD   -  TOPANGA (1991)
 EW9022
 EW9022                         *CURRENT SURVEY CONTROL
 EW9022  ___________________________________________________________________
 EW9022* NAD 83(1986)-  34 02 24.     (N)    118 34 46.     (W)     SCALED    
 EW9022* NAVD 88     -        13.30   (+/-2cm)      43.6    (feet)  VERTCON   
 EW9022  ___________________________________________________________________
 EW9022  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW9022  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9022
 EW9022.The horizontal coordinates were scaled from a topographic map and have
 EW9022.an estimated accuracy of +/- 6 seconds.
 EW9022
 EW9022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9022.The vertical order pertains to the NGVD 29 superseded value.
 EW9022
 EW9022.The geoid height was determined by GEOID03.
 EW9022
 EW9022;                    North         East    Units  Estimated Accuracy
 EW9022;SPC CA 5     -   560,050.    1,946,490.      MT  (+/- 180 meters Scaled)
 EW9022
 EW9022                          SUPERSEDED SURVEY CONTROL
 EW9022
 EW9022  NGVD 29 (??/??/92)   12.527  (m)           41.10   (f) ADJ UNCH    1 1
 EW9022
 EW9022.Superseded values are not recommended for survey control.
 EW9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9022.See file dsdata.txt to determine how the superseded data were derived.
 EW9022
 EW9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT542677(NAD 83)
 EW9022_MARKER: DD = SURVEY DISK
 EW9022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9022_SP_SET: SIGNAL BASE
 EW9022_STAMPING: 102 FMK 1974
 EW9022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9022
 EW9022  HISTORY     - Date     Condition        Report By
 EW9022  HISTORY     - 1974     MONUMENTED       USGS
 EW9022  HISTORY     - 1974     GOOD             CA-037
 EW9022
 EW9022                          STATION DESCRIPTION
 EW9022
 EW9022'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9022'1.0 MI W FROM CASTELLAMARE.
 EW9022'PACIFIC COAST HIGHWAY AND TOPANGA CANYON BOULEVARD, IN THE SOUTH END
 EW9022'OF THE CENTER DIVIDER AT THE SOUTHWEST CORNER OF A TRAFFIC SIGNAL
 EW9022'BASE.  45.5 FEET NORTH OF APPROXIMATE CENTERLINE OF PACIFIC COAST
 EW9022'HIGHWAY ON THE APPROXIMATE CENTERLINE OF TOPANGA CANYON BOULEVARD.
 EW9022'40.7 FEET EASTERLY OF A TRAFFIC SIGNAL.  31.5 FEET WESTERLY OF A
 EW9022'TRAFFIC SIGNAL ON A TRAFFIC ISLAND.  MARK IS SET IN CONCRETE BASE OF
 EW9022'SIGNAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2361 ***********************************************************************
 HS2361  DESIGNATION -  102 G
 HS2361  PID         -  HS2361
 HS2361  STATE/COUNTY-  CA/STANISLAUS
 HS2361  USGS QUAD   -  CROWS LANDING (1980)
 HS2361
 HS2361                         *CURRENT SURVEY CONTROL
 HS2361  ___________________________________________________________________
 HS2361* NAD 83(1986)-  37 28 00.     (N)    121 07 26.     (W)     SCALED    
 HS2361* NAVD 88     -        31.71   (+/-2cm)     104.0    (feet)  VERTCON   
 HS2361  ___________________________________________________________________
 HS2361  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS2361  VERT ORDER  -  THIRD (See Below)
 HS2361
 HS2361.The horizontal coordinates were scaled from a topographic map and have
 HS2361.an estimated accuracy of +/- 6 seconds.
 HS2361
 HS2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2361.The vertical order pertains to the NGVD 29 superseded value.
 HS2361
 HS2361.The geoid height was determined by GEOID03.
 HS2361
 HS2361;                    North         East    Units  Estimated Accuracy
 HS2361;SPC CA 3     -   607,470.    1,944,810.      MT  (+/- 180 meters Scaled)
 HS2361
 HS2361                          SUPERSEDED SURVEY CONTROL
 HS2361
 HS2361  NGVD 29 (??/??/??)   30.96   (m)          101.6    (f) RESET       3  
 HS2361
 HS2361.Superseded values are not recommended for survey control.
 HS2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2361.See file dsdata.txt to determine how the superseded data were derived.
 HS2361
 HS2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG659482(NAD 83)
 HS2361_MARKER: P = PIPE CAP
 HS2361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2361_STAMPING: 102 G CAL 1909
 HS2361_MARK LOGO: USGS  
 HS2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2361
 HS2361  HISTORY     - Date     Condition        Report By
 HS2361  HISTORY     - 1909     MONUMENTED       USGS
 HS2361  HISTORY     - 1947     GOOD             NGS
 HS2361  HISTORY     - 1965     GOOD             NGS
 HS2361
 HS2361                          STATION DESCRIPTION
 HS2361
 HS2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HS2361'AT PATTERSON.
 HS2361'ABOUT 0.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 HS2361'FROM THE STATION AT PATTERSON, ACROSS FROM A LARGE FEED AND
 HS2361'GRAIN STORAGE BUILDING, 49 FEET SOUTH OF THE SOUTHEAST CORNER
 HS2361'OF THE TIDEWATER ASSOCIATED OIL COMPANY BULK PLANT, 42 FEET
 HS2361'NORTHEAST OF THE NORTHEAST RAIL, A CAP RIVETED ON TOP OF AN
 HS2361'IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
 HS2361
 HS2361                          STATION RECOVERY (1965)
 HS2361
 HS2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0173 ***********************************************************************
 DY0173  DESIGNATION -  102 RM USN
 DY0173  PID         -  DY0173
 DY0173  STATE/COUNTY-  CA/LOS ANGELES
 DY0173  USGS QUAD   -  LONG BEACH (1981)
 DY0173
 DY0173                         *CURRENT SURVEY CONTROL
 DY0173  ___________________________________________________________________
 DY0173* NAD 83(1986)-  33 45 34.     (N)    118 13 48.     (W)     SCALED    
 DY0173* NAVD 88     -         1.13   (+/-2cm)       3.7    (feet)  VERTCON   
 DY0173  ___________________________________________________________________
 DY0173  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0173  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0173
 DY0173.The horizontal coordinates were scaled from a topographic map and have
 DY0173.an estimated accuracy of +/- 6 seconds.
 DY0173
 DY0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0173.The vertical order pertains to the NGVD 29 superseded value.
 DY0173
 DY0173.The geoid height was determined by GEOID03.
 DY0173
 DY0173;                    North         East    Units  Estimated Accuracy
 DY0173;SPC CA 5     -   528,800.    1,978,690.      MT  (+/- 180 meters Scaled)
 DY0173
 DY0173                          SUPERSEDED SURVEY CONTROL
 DY0173
 DY0173  NGVD 29 (??/??/92)    0.316  (m)            1.04   (f) ADJ UNCH    1 2
 DY0173
 DY0173.Superseded values are not recommended for survey control.
 DY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0173.See file dsdata.txt to determine how the superseded data were derived.
 DY0173
 DY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860361(NAD 83)
 DY0173_MARKER: Z = SEE DESCRIPTION
 DY0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0173_SP_SET: WALL
 DY0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0173
 DY0173  HISTORY     - Date     Condition        Report By
 DY0173  HISTORY     - UNK      MONUMENTED       DOD
 DY0173  HISTORY     - 1949     GOOD             NGS
 DY0173  HISTORY     - 1954     GOOD             NGS
 DY0173
 DY0173                          STATION DESCRIPTION
 DY0173
 DY0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0173'AT LONG BEACH.
 DY0173'AT LONG BEACH, ON TERMINAL ISLAND, AT THE LONG BEACH NAVAL
 DY0173'SHIPYARD, AT THE NORTH END OF BUILDING 132, (MACHINE SHOP),
 DY0173'41.9 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 11.8
 DY0173'FEET WEST OF THE WEST EDGE OF AN ANGLE IRON FRAME AROUND SOME
 DY0173'ACETYLENE PIPES AND VALVES, 1.8 FEET EAST OF THE EAST EDGE
 DY0173'OF THE MOST EASTERLY OF THREE LARGE DOORS, SET IN THE WALL
 DY0173'0.9 FOOT ABOVE THE GROUND, AND BENT UP ON THE END.
 DY0173
 DY0173                          STATION RECOVERY (1954)
 DY0173
 DY0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1825 ***********************************************************************
 JS1825  DESIGNATION -  102 USE
 JS1825  PID         -  JS1825
 JS1825  STATE/COUNTY-  CA/SACRAMENTO
 JS1825  USGS QUAD   -  ISLETON (1993)
 JS1825
 JS1825                         *CURRENT SURVEY CONTROL
 JS1825  ___________________________________________________________________
 JS1825* NAD 83(1986)-  38 11 39.     (N)    121 33 55.     (W)     SCALED    
 JS1825* NAVD 88     -         2.83   (+/-2cm)       9.3    (feet)  VERTCON   
 JS1825  ___________________________________________________________________
 JS1825  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JS1825  VERT ORDER  -  THIRD (See Below)
 JS1825
 JS1825.The horizontal coordinates were scaled from a topographic map and have
 JS1825.an estimated accuracy of +/- 6 seconds.
 JS1825
 JS1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1825.The vertical order pertains to the NGVD 29 superseded value.
 JS1825
 JS1825.The geoid height was determined by GEOID03.
 JS1825
 JS1825;                    North         East    Units  Estimated Accuracy
 JS1825;SPC CA 2     -   558,650.    2,038,080.      MT  (+/- 180 meters Scaled)
 JS1825
 JS1825                          SUPERSEDED SURVEY CONTROL
 JS1825
 JS1825  NGVD 29 (??/??/??)    2.10   (m)            6.9    (f) RESET       3  
 JS1825
 JS1825.Superseded values are not recommended for survey control.
 JS1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1825.See file dsdata.txt to determine how the superseded data were derived.
 JS1825
 JS1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH256283(NAD 83)
 JS1825_MARKER: P = PIPE CAP
 JS1825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1825_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1825_STAMPING: 102 11.03
 JS1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1825
 JS1825  HISTORY     - Date     Condition        Report By
 JS1825  HISTORY     - UNK      MONUMENTED       DOD
 JS1825  HISTORY     - 1957     GOOD             NGS
 JS1825  HISTORY     - 1964     GOOD             NGS
 JS1825
 JS1825                          STATION DESCRIPTION
 JS1825
 JS1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1825'3.6 MI NE FROM ISLETON.
 JS1825'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE
 JS1825'AT ISLETON, 3.1 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE
 JS1825'POST OFFICE AT RYDE, AT THE T JUNCTION OF A DRIVEWAY LEADING
 JS1825'NORTHWEST TO FARM BUILDINGS, IN A PEAR ORCHARD, IN LINE WITH
 JS1825'THE FIRST ROW OF TREES PARALLELING THE HIGHWAY, ABOUT 300 FEET
 JS1825'NORTHEAST OF AND ACROSS THE DRIVEWAY FROM A WHITE 2-STORY HOUSE,
 JS1825'93 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 45 FEET
 JS1825'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST
 JS1825'OF A PEAR TREE, 0.8 FOOT NORTHWEST OF A WITNESS POST, ABOUT 15
 JS1825'FEET LOWER THAN THE HIGHWAY, AND SCREWED ON THE TOP OF A
 JS1825'3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 1.0 FOOT
 JS1825'ABOVE THE GROUND.
 JS1825
 JS1825                          STATION RECOVERY (1964)
 JS1825
 JS1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0425 ***********************************************************************
 GU0425  DESIGNATION -  102.13 RESET 1966
 GU0425  PID         -  GU0425
 GU0425  STATE/COUNTY-  CA/FRESNO
 GU0425  USGS QUAD   -  OXALIS (1984)
 GU0425
 GU0425                         *CURRENT SURVEY CONTROL
 GU0425  ___________________________________________________________________
 GU0425* NAD 83(1986)-  36 52 38.     (N)    120 34 37.     (W)     SCALED    
 GU0425* NAVD 88     -        50.39   (+/-2cm)     165.3    (feet)  VERTCON   
 GU0425  ___________________________________________________________________
 GU0425  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0425  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0425
 GU0425.The horizontal coordinates were scaled from a topographic map and have
 GU0425.an estimated accuracy of +/- 6 seconds.
 GU0425
 GU0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0425.The vertical order pertains to the NGVD 29 superseded value.
 GU0425
 GU0425.The geoid height was determined by GEOID03.
 GU0425
 GU0425;                    North         East    Units  Estimated Accuracy
 GU0425;SPC CA 4     -   672,470.    1,859,420.      MT  (+/- 180 meters Scaled)
 GU0425
 GU0425                          SUPERSEDED SURVEY CONTROL
 GU0425
 GU0425  NGVD 29 (??/??/92)   49.703  (m)          163.07   (f) ADJ UNCH    2 0
 GU0425
 GU0425.Superseded values are not recommended for survey control.
 GU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0425.See file dsdata.txt to determine how the superseded data were derived.
 GU0425
 GU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF159839(NAD 83)
 GU0425_MARKER: DD = SURVEY DISK
 GU0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0425_SP_SET: INLET STRUCTURE
 GU0425_STAMPING: 102.13
 GU0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0425
 GU0425  HISTORY     - Date     Condition        Report By
 GU0425  HISTORY     - UNK      MONUMENTED       BOR
 GU0425  HISTORY     - 1966     GOOD             NGS
 GU0425  HISTORY     - 1972     GOOD             NGS
 GU0425
 GU0425                          STATION DESCRIPTION
 GU0425
 GU0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0425'4.5 MI SE FROM ORO LOMA.
 GU0425'4.5 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF
 GU0425'DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA,
 GU0425'0.15 MILE EAST OF THE CROSSING OF A ROAD AND BRIDGE 102.03
 GU0425'OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 GU0425'HEAD WALL OF CONCRETE INLET STRUCTURE D.I. 102.13, 36 FEET SOUTH
 GU0425'OF THE CENTER LINE OF THE ROAD, AND ABOUT 14 FEET LOWER THAN
 GU0425'THE ROAD.
 GU0425
 GU0425                          STATION RECOVERY (1972)
 GU0425
 GU0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0424 ***********************************************************************
 GU0424  DESIGNATION -  102.13 USBR
 GU0424  PID         -  GU0424
 GU0424  STATE/COUNTY-  CA/FRESNO
 GU0424  USGS QUAD   -  OXALIS (1984)
 GU0424
 GU0424                         *CURRENT SURVEY CONTROL
 GU0424  ___________________________________________________________________
 GU0424* NAD 83(1986)-  36 52 37.     (N)    120 34 38.     (W)     SCALED    
 GU0424* NAVD 88     -        50.18   (+/-2cm)     164.6    (feet)  VERTCON   
 GU0424  ___________________________________________________________________
 GU0424  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0424
 GU0424.The horizontal coordinates were scaled from a topographic map and have
 GU0424.an estimated accuracy of +/- 6 seconds.
 GU0424
 GU0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0424.The vertical order pertains to the NGVD 29 superseded value.
 GU0424
 GU0424.The geoid height was determined by GEOID03.
 GU0424
 GU0424;                    North         East    Units  Estimated Accuracy
 GU0424;SPC CA 4     -   672,440.    1,859,400.      MT  (+/- 180 meters Scaled)
 GU0424
 GU0424                          SUPERSEDED SURVEY CONTROL
 GU0424
 GU0424  NGVD 29 (??/??/92)   49.495  (m)          162.38   (f) ADJ UNCH    2 0
 GU0424
 GU0424.Superseded values are not recommended for survey control.
 GU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0424.See file dsdata.txt to determine how the superseded data were derived.
 GU0424
 GU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF159839(NAD 83)
 GU0424_MARKER: DD = SURVEY DISK
 GU0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0424_SP_SET: DRAIN INLET
 GU0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0424
 GU0424  HISTORY     - Date     Condition        Report By
 GU0424  HISTORY     - UNK      MONUMENTED       BOR
 GU0424  HISTORY     - 1955     GOOD             NGS
 GU0424  HISTORY     - 1966     GOOD             NGS
 GU0424
 GU0424                          STATION DESCRIPTION
 GU0424
 GU0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0424'4.5 MI SE FROM ORO LOMA.
 GU0424'4.5 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0424'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0424'ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 102.13, IN THE
 GU0424'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE RETAINING
 GU0424'WALL, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 GU0424'ABOUT 4 1/2 FEET LOWER THAN THE ROAD.
 GU0424
 GU0424                          STATION RECOVERY (1966)
 GU0424
 GU0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0165 ***********************************************************************
 GU0165  DESIGNATION -  102.16 USBR
 GU0165  PID         -  GU0165
 GU0165  STATE/COUNTY-  CA/FRESNO
 GU0165  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0165
 GU0165                         *CURRENT SURVEY CONTROL
 GU0165  ___________________________________________________________________
 GU0165* NAD 83(1986)-  36 45 27.     (N)    120 39 43.     (W)     SCALED    
 GU0165* NAVD 88     -       102.80   (+/-2cm)     337.3    (feet)  VERTCON   
 GU0165  ___________________________________________________________________
 GU0165  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0165  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0165
 GU0165.The horizontal coordinates were scaled from a topographic map and have
 GU0165.an estimated accuracy of +/- 6 seconds.
 GU0165
 GU0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0165.The vertical order pertains to the NGVD 29 superseded value.
 GU0165
 GU0165.The geoid height was determined by GEOID03.
 GU0165
 GU0165;                    North         East    Units  Estimated Accuracy
 GU0165;SPC CA 4     -   659,310.    1,851,620.      MT  (+/- 180 meters Scaled)
 GU0165
 GU0165                          SUPERSEDED SURVEY CONTROL
 GU0165
 GU0165  NGVD 29 (??/??/92)  102.01   (m)          334.7    (f) COMPUTED    1 1
 GU0165
 GU0165.Superseded values are not recommended for survey control.
 GU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0165.See file dsdata.txt to determine how the superseded data were derived.
 GU0165
 GU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF087705(NAD 83)
 GU0165_MARKER: DD = SURVEY DISK
 GU0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0165_SP_SET: AQUEDUCT LINING
 GU0165_STAMPING: E 504 102.16
 GU0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0165
 GU0165  HISTORY     - Date     Condition        Report By
 GU0165  HISTORY     - UNK      MONUMENTED       BOR
 GU0165  HISTORY     - 1969     GOOD             NGS
 GU0165
 GU0165                          STATION DESCRIPTION
 GU0165
 GU0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0165'15.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0165'15.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0165'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU0165'LINING OF THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE
 GU0165'OF THE LEVEE ROAD, 212.0 FEET NORTHWEST OF BENCH MARK 102.20 L
 GU0165'(USBR) WHICH IS IN A RETAINING WALL OF A TURNOUT STRUCTURE,
 GU0165'1.0 FOOT SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0163 ***********************************************************************
 GU0163  DESIGNATION -  102.20 L USBR
 GU0163  PID         -  GU0163
 GU0163  STATE/COUNTY-  CA/FRESNO
 GU0163  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0163
 GU0163                         *CURRENT SURVEY CONTROL
 GU0163  ___________________________________________________________________
 GU0163* NAD 83(1986)-  36 45 25.     (N)    120 39 43.     (W)     SCALED    
 GU0163* NAVD 88     -       103.84   (+/-2cm)     340.7    (feet)  VERTCON   
 GU0163  ___________________________________________________________________
 GU0163  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0163  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0163
 GU0163.The horizontal coordinates were scaled from a topographic map and have
 GU0163.an estimated accuracy of +/- 6 seconds.
 GU0163
 GU0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0163.The vertical order pertains to the NGVD 29 superseded value.
 GU0163
 GU0163.The geoid height was determined by GEOID03.
 GU0163
 GU0163;                    North         East    Units  Estimated Accuracy
 GU0163;SPC CA 4     -   659,250.    1,851,610.      MT  (+/- 180 meters Scaled)
 GU0163
 GU0163                          SUPERSEDED SURVEY CONTROL
 GU0163
 GU0163  NGVD 29 (??/??/92)  103.047  (m)          338.08   (f) ADJ UNCH    1 1
 GU0163
 GU0163.Superseded values are not recommended for survey control.
 GU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0163.See file dsdata.txt to determine how the superseded data were derived.
 GU0163
 GU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF087704(NAD 83)
 GU0163_MARKER: DD = SURVEY DISK
 GU0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0163_SP_SET: TURNOUT RETAINING WALL
 GU0163_STAMPING: 102.20 L
 GU0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0163
 GU0163  HISTORY     - Date     Condition        Report By
 GU0163  HISTORY     - UNK      MONUMENTED       BOR
 GU0163  HISTORY     - 1967     GOOD             NGS
 GU0163  HISTORY     - 1968     GOOD             NGS
 GU0163
 GU0163                          STATION DESCRIPTION
 GU0163
 GU0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0163'15.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0163'15.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0163'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT,
 GU0163'IN R12E T13S, SECTION 33, ALONG THE NORTHEAST LEVEE OF THE CANAL,
 GU0163'0.45 MILE NORTHWEST OF THE CROSSING OF RUSSELL AVENUE, 0.05
 GU0163'MILE NORTHEAST AND ACROSS THE CANAL FROM BENCH MARK 102.20 R
 GU0163'(USBR), IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT
 GU0163'STRUCTURE, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU0163'LEVEE ROAD, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF THE WALL,
 GU0163'AND ABOUT LEVEL WITH THE ROAD.
 GU0163
 GU0163                          STATION RECOVERY (1968)
 GU0163
 GU0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0164 ***********************************************************************
 GU0164  DESIGNATION -  102.20 R
 GU0164  PID         -  GU0164
 GU0164  STATE/COUNTY-  CA/FRESNO
 GU0164  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0164
 GU0164                         *CURRENT SURVEY CONTROL
 GU0164  ___________________________________________________________________
 GU0164* NAD 83(1986)-  36 45 24.     (N)    120 39 46.     (W)     SCALED    
 GU0164* NAVD 88     -       103.479  (meters)     339.50   (feet)  ADJUSTED  
 GU0164  ___________________________________________________________________
 GU0164  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0164  DYNAMIC HT  -         103.392 (meters)     339.21  (feet)  COMP
 GU0164  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 GU0164
 GU0164  VERT ORDER  -  FIRST     CLASS I
 GU0164
 GU0164.The horizontal coordinates were scaled from a topographic map and have
 GU0164.an estimated accuracy of +/- 6 seconds.
 GU0164
 GU0164.The orthometric height was determined by differential leveling
 GU0164.and adjusted in June 1991.
 GU0164
 GU0164.The geoid height was determined by GEOID03.
 GU0164
 GU0164.The dynamic height is computed by dividing the NAVD 88
 GU0164.geopotential number by the normal gravity value computed on the
 GU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0164.degrees latitude (g = 980.6199 gals.).
 GU0164
 GU0164.The modeled gravity was interpolated from observed gravity values.
 GU0164
 GU0164;                    North         East    Units  Estimated Accuracy
 GU0164;SPC CA 4     -   659,220.    1,851,540.      MT  (+/- 180 meters Scaled)
 GU0164
 GU0164                          SUPERSEDED SURVEY CONTROL
 GU0164
 GU0164  NGVD 29 (??/??/92)  102.919  (m)          337.66   (f) ADJ UNCH    1 1
 GU0164
 GU0164.Superseded values are not recommended for survey control.
 GU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0164.See file dsdata.txt to determine how the superseded data were derived.
 GU0164
 GU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF086704(NAD 83)
 GU0164_MARKER: DD = SURVEY DISK
 GU0164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0164_SP_SET: RETAINING WALL
 GU0164_STAMPING: 102.20 R
 GU0164_MARK LOGO: BOR   
 GU0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0164+STABILITY: SURFACE MOTION
 GU0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0164+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0164
 GU0164  HISTORY     - Date     Condition        Report By
 GU0164  HISTORY     - UNK      MONUMENTED       BOR
 GU0164  HISTORY     - 1967     GOOD             NGS
 GU0164  HISTORY     - 1975     GOOD             NGS
 GU0164  HISTORY     - 19891128 GOOD             NGS
 GU0164
 GU0164                          STATION DESCRIPTION
 GU0164
 GU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0164'15.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0164'15.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0164'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0164'R12E T13S, SECTION 33, IN THE TOP OF THE NORTHWEST END OF A
 GU0164'CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 20 FEET NORTHEAST
 GU0164'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU0164
 GU0164                          STATION RECOVERY (1975)
 GU0164
 GU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0164'RECOVERED IN GOOD CONDITION.
 GU0164
 GU0164                          STATION RECOVERY (1989)
 GU0164
 GU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0910 ***********************************************************************
 HT0910  DESIGNATION -  102.30 EBMUD
 HT0910  PID         -  HT0910
 HT0910  STATE/COUNTY-  CA/CONTRA COSTA
 HT0910  USGS QUAD   -  RICHMOND (1993)
 HT0910
 HT0910                         *CURRENT SURVEY CONTROL
 HT0910  ___________________________________________________________________
 HT0910* NAD 83(1986)-  37 57 07.     (N)    122 19 58.     (W)     SCALED    
 HT0910* NAVD 88     -        32.02   (+/-2cm)     105.1    (feet)  VERTCON   
 HT0910  ___________________________________________________________________
 HT0910  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HT0910  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0910
 HT0910.The horizontal coordinates were scaled from a topographic map and have
 HT0910.an estimated accuracy of +/- 6 seconds.
 HT0910
 HT0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0910.The vertical order pertains to the NGVD 29 superseded value.
 HT0910
 HT0910.The geoid height was determined by GEOID03.
 HT0910
 HT0910;                    North         East    Units  Estimated Accuracy
 HT0910;SPC CA 3     -   662,720.    1,838,940.      MT  (+/- 180 meters Scaled)
 HT0910
 HT0910                          SUPERSEDED SURVEY CONTROL
 HT0910
 HT0910  NGVD 29 (??/??/92)   31.197  (m)          102.35   (f) ADJ UNCH    1 1
 HT0910
 HT0910.Superseded values are not recommended for survey control.
 HT0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0910.See file dsdata.txt to determine how the superseded data were derived.
 HT0910
 HT0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586006(NAD 83)
 HT0910_MARKER: DD = SURVEY DISK
 HT0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0910_SP_SET: BRIDGE
 HT0910_STAMPING: 102.30
 HT0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0910
 HT0910  HISTORY     - Date     Condition        Report By
 HT0910  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0910  HISTORY     - 1956     GOOD             NGS
 HT0910  HISTORY     - 1969     GOOD             NGS
 HT0910  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0910
 HT0910                          STATION DESCRIPTION
 HT0910
 HT0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0910'AT SAN PABLO.
 HT0910'AT SAN PABLO, IN R4W T1N, ALONG SAN PABLO AVENUE, AT THE Y
 HT0910'JUNCTION OF DAM ROAD AND RIVERSIDE AVENUE, AT BRIDGE 28-01 OVER
 HT0910'WILDCAT CREEK, IN THE TOP OF THE NORTH END OF THE NORTHEAST
 HT0910'CONCRETE SIDEWALK, 31 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 HT0910'SAN PABLO AVENUE, 3.3 EAST OF THE EAST EDGE OF A 4-INCH STEEL
 HT0910'POLE SUPPORTING A TRAFFIC SIGNAL, 0.9 FOOT SOUTHWEST OF THE
 HT0910'NORTHWEST CORNER OF THE NORTHEAST CONCRETE GUARDRAIL, AND ABOUT
 HT0910'1/2 FOOT HIGHER THAN SAN PABLO AVENUE.
 HT0910
 HT0910                          STATION RECOVERY (1969)
 HT0910
 HT0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0910'RECOVERED IN GOOD CONDITION.
 HT0910
 HT0910                          STATION RECOVERY (1987)
 HT0910
 HT0910'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0423 ***********************************************************************
 GU0423  DESIGNATION -  102.38 USBR
 GU0423  PID         -  GU0423
 GU0423  STATE/COUNTY-  CA/FRESNO
 GU0423  USGS QUAD   -  OXALIS (1984)
 GU0423
 GU0423                         *CURRENT SURVEY CONTROL
 GU0423  ___________________________________________________________________
 GU0423* NAD 83(1986)-  36 52 35.     (N)    120 34 17.     (W)     SCALED    
 GU0423* NAVD 88     -        49.53   (+/-2cm)     162.5    (feet)  VERTCON   
 GU0423  ___________________________________________________________________
 GU0423  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0423
 GU0423.The horizontal coordinates were scaled from a topographic map and have
 GU0423.an estimated accuracy of +/- 6 seconds.
 GU0423
 GU0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0423.The vertical order pertains to the NGVD 29 superseded value.
 GU0423
 GU0423.The geoid height was determined by GEOID03.
 GU0423
 GU0423;                    North         East    Units  Estimated Accuracy
 GU0423;SPC CA 4     -   672,370.    1,859,920.      MT  (+/- 180 meters Scaled)
 GU0423
 GU0423                          SUPERSEDED SURVEY CONTROL
 GU0423
 GU0423  NGVD 29 (??/??/92)   48.850  (m)          160.27   (f) ADJ UNCH    2 0
 GU0423
 GU0423.Superseded values are not recommended for survey control.
 GU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0423.See file dsdata.txt to determine how the superseded data were derived.
 GU0423
 GU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF164839(NAD 83)
 GU0423_MARKER: DD = SURVEY DISK
 GU0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0423_SP_SET: DRAIN INLET
 GU0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0423
 GU0423  HISTORY     - Date     Condition        Report By
 GU0423  HISTORY     - UNK      MONUMENTED       BOR
 GU0423  HISTORY     - 1955     GOOD             NGS
 GU0423  HISTORY     - 1966     GOOD             NGS
 GU0423
 GU0423                          STATION DESCRIPTION
 GU0423
 GU0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0423'4.8 MI SE FROM ORO LOMA.
 GU0423'4.8 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0423'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0423'ORO LOMA, AT CONCRETE DRAIN INLET 102.38, IN THE TOP OF THE
 GU0423'CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 FEET (SLOPE
 GU0423'MEASUREMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GU0423'7 FEET LOWER THAN THE ROAD.
 GU0423
 GU0423                          STATION RECOVERY (1966)
 GU0423
 GU0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0420 ***********************************************************************
 GU0420  DESIGNATION -  102.44 RESET 1966
 GU0420  PID         -  GU0420
 GU0420  STATE/COUNTY-  CA/FRESNO
 GU0420  USGS QUAD   -  OXALIS (1984)
 GU0420
 GU0420                         *CURRENT SURVEY CONTROL
 GU0420  ___________________________________________________________________
 GU0420* NAD 83(1986)-  36 52 31.     (N)    120 34 13.     (W)     SCALED    
 GU0420* NAVD 88     -        50.16   (+/-2cm)     164.6    (feet)  VERTCON   
 GU0420  ___________________________________________________________________
 GU0420  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0420
 GU0420.The horizontal coordinates were scaled from a topographic map and have
 GU0420.an estimated accuracy of +/- 6 seconds.
 GU0420
 GU0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0420.The vertical order pertains to the NGVD 29 superseded value.
 GU0420
 GU0420.The geoid height was determined by GEOID03.
 GU0420
 GU0420;                    North         East    Units  Estimated Accuracy
 GU0420;SPC CA 4     -   672,240.    1,860,010.      MT  (+/- 180 meters Scaled)
 GU0420
 GU0420                          SUPERSEDED SURVEY CONTROL
 GU0420
 GU0420  NGVD 29 (??/??/92)   49.474  (m)          162.32   (f) ADJ UNCH    2 0
 GU0420
 GU0420.Superseded values are not recommended for survey control.
 GU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0420.See file dsdata.txt to determine how the superseded data were derived.
 GU0420
 GU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF165837(NAD 83)
 GU0420_MARKER: DD = SURVEY DISK
 GU0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0420_SP_SET: INLET
 GU0420_STAMPING: 102.44
 GU0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0420
 GU0420  HISTORY     - Date     Condition        Report By
 GU0420  HISTORY     - UNK      MONUMENTED       BOR
 GU0420  HISTORY     - 1966     GOOD             NGS
 GU0420  HISTORY     - 1972     GOOD             NGS
 GU0420
 GU0420                          STATION DESCRIPTION
 GU0420
 GU0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0420'4.9 MI SE FROM ORO LOMA.
 GU0420'4.9 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF
 GU0420'DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA,
 GU0420'0.1 MILE NORTHWEST OF BRIDGE 102.53 OVER THE CANAL, IN THE TOP
 GU0420'OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF INLET
 GU0420'STRUCTURE D.I. 102.44, 36 FEET SOUTHWEST OF THE CENTER LINE
 GU0420'OF THE ROAD, AND ABOUT 12 FEET LOWER THAN THE ROAD.
 GU0420
 GU0420                          STATION RECOVERY (1972)
 GU0420
 GU0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0419 ***********************************************************************
 GU0419  DESIGNATION -  102.44 USBR
 GU0419  PID         -  GU0419
 GU0419  STATE/COUNTY-  CA/FRESNO
 GU0419  USGS QUAD   -  OXALIS (1984)
 GU0419
 GU0419                         *CURRENT SURVEY CONTROL
 GU0419  ___________________________________________________________________
 GU0419* NAD 83(1986)-  36 52 31.     (N)    120 34 12.     (W)     SCALED    
 GU0419* NAVD 88     -        49.89   (+/-2cm)     163.7    (feet)  VERTCON   
 GU0419  ___________________________________________________________________
 GU0419  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0419
 GU0419.The horizontal coordinates were scaled from a topographic map and have
 GU0419.an estimated accuracy of +/- 6 seconds.
 GU0419
 GU0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0419.The vertical order pertains to the NGVD 29 superseded value.
 GU0419
 GU0419.The geoid height was determined by GEOID03.
 GU0419
 GU0419;                    North         East    Units  Estimated Accuracy
 GU0419;SPC CA 4     -   672,240.    1,860,040.      MT  (+/- 180 meters Scaled)
 GU0419
 GU0419                          SUPERSEDED SURVEY CONTROL
 GU0419
 GU0419  NGVD 29 (??/??/92)   49.205  (m)          161.43   (f) ADJ UNCH    2 0
 GU0419
 GU0419.Superseded values are not recommended for survey control.
 GU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0419.See file dsdata.txt to determine how the superseded data were derived.
 GU0419
 GU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF165837(NAD 83)
 GU0419_MARKER: DD = SURVEY DISK
 GU0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0419_SP_SET: DRAIN INLET
 GU0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0419
 GU0419  HISTORY     - Date     Condition        Report By
 GU0419  HISTORY     - UNK      MONUMENTED       BOR
 GU0419  HISTORY     - 1955     GOOD             NGS
 GU0419  HISTORY     - 1966     GOOD             NGS
 GU0419
 GU0419                          STATION DESCRIPTION
 GU0419
 GU0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0419'4.9 MI SE FROM ORO LOMA.
 GU0419'4.9 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0419'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97968
 GU0419'AT ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 102.44, IN
 GU0419'THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL,
 GU0419'15 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GU0419'5 FEET LOWER THAN THE ROAD.
 GU0419
 GU0419                          STATION RECOVERY (1966)
 GU0419
 GU0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0422 ***********************************************************************
 GU0422  DESIGNATION -  102.54 USBR
 GU0422  PID         -  GU0422
 GU0422  STATE/COUNTY-  CA/FRESNO
 GU0422  USGS QUAD   -  OXALIS (1984)
 GU0422
 GU0422                         *CURRENT SURVEY CONTROL
 GU0422  ___________________________________________________________________
 GU0422* NAD 83(1986)-  36 52 31.     (N)    120 34 05.     (W)     SCALED    
 GU0422* NAVD 88     -        49.82   (+/-2cm)     163.5    (feet)  VERTCON   
 GU0422  ___________________________________________________________________
 GU0422  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0422
 GU0422.The horizontal coordinates were scaled from a topographic map and have
 GU0422.an estimated accuracy of +/- 6 seconds.
 GU0422
 GU0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0422.The vertical order pertains to the NGVD 29 superseded value.
 GU0422
 GU0422.The geoid height was determined by GEOID03.
 GU0422
 GU0422;                    North         East    Units  Estimated Accuracy
 GU0422;SPC CA 4     -   672,240.    1,860,210.      MT  (+/- 180 meters Scaled)
 GU0422
 GU0422                          SUPERSEDED SURVEY CONTROL
 GU0422
 GU0422  NGVD 29 (??/??/92)   49.133  (m)          161.20   (f) ADJ UNCH    2 0
 GU0422
 GU0422.Superseded values are not recommended for survey control.
 GU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0422.See file dsdata.txt to determine how the superseded data were derived.
 GU0422
 GU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF167837(NAD 83)
 GU0422_MARKER: DD = SURVEY DISK
 GU0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0422_SP_SET: DRAIN INLET
 GU0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0422
 GU0422  HISTORY     - Date     Condition        Report By
 GU0422  HISTORY     - UNK      MONUMENTED       BOR
 GU0422  HISTORY     - 1955     GOOD             NGS
 GU0422  HISTORY     - 1972     GOOD             NGS
 GU0422
 GU0422                          STATION DESCRIPTION
 GU0422
 GU0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0422'5 MI SE FROM ORO LOMA.
 GU0422'5.0 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0422'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68
 GU0422'AT ORO LOMA, AT THE INTERSECTION OF A DIRT FARM ROAD, AT CONCRETE
 GU0422'DRAIN INLET STRUCTURE 102.54, IN THE TOP OF THE CENTER OF THE
 GU0422'SOUTH CONCRETE HEAD WALL, 81.7 FEET SOUTH OF AND ACROSS THE
 GU0422'GRAVELED ROAD FROM THE SOUTH END OF THE EAST WOODEN GUARDRAIL
 GU0422'OF WOODEN BRIDGE 102.53 OVER THE CANAL, 43 FEET SOUTH OF THE
 GU0422'CENTER LINE OF THE ROAD, 21 FEET EAST OF THE CENTER LINE OF THE
 GU0422'FARM ROAD, AND ABOUT 3 FEET LOWER THAN THE ROADS.
 GU0422
 GU0422                          STATION RECOVERY (1972)
 GU0422
 GU0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0167 ***********************************************************************
 GU0167  DESIGNATION -  102.64 L
 GU0167  PID         -  GU0167
 GU0167  STATE/COUNTY-  CA/FRESNO
 GU0167  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0167
 GU0167                         *CURRENT SURVEY CONTROL
 GU0167  ___________________________________________________________________
 GU0167* NAD 83(1986)-  36 45 08.     (N)    120 39 28.     (W)     SCALED    
 GU0167* NAVD 88     -       103.47   (+/-2cm)     339.5    (feet)  VERTCON   
 GU0167  ___________________________________________________________________
 GU0167  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0167  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0167
 GU0167.The horizontal coordinates were scaled from a topographic map and have
 GU0167.an estimated accuracy of +/- 6 seconds.
 GU0167
 GU0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0167.The vertical order pertains to the NGVD 29 superseded value.
 GU0167
 GU0167.The geoid height was determined by GEOID03.
 GU0167
 GU0167;                    North         East    Units  Estimated Accuracy
 GU0167;SPC CA 4     -   658,720.    1,851,980.      MT  (+/- 180 meters Scaled)
 GU0167
 GU0167                          SUPERSEDED SURVEY CONTROL
 GU0167
 GU0167  NGVD 29 (??/??/92)  102.672  (m)          336.85   (f) ADJ UNCH    1 1
 GU0167
 GU0167.Superseded values are not recommended for survey control.
 GU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0167.See file dsdata.txt to determine how the superseded data were derived.
 GU0167
 GU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF090699(NAD 83)
 GU0167_MARKER: DD = SURVEY DISK
 GU0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0167_SP_SET: RETAINING WALL
 GU0167_STAMPING: 102.64 L
 GU0167_MARK LOGO: BOR   
 GU0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0167+STABILITY: SURFACE MOTION
 GU0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0167+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0167
 GU0167  HISTORY     - Date     Condition        Report By
 GU0167  HISTORY     - UNK      MONUMENTED       BOR
 GU0167  HISTORY     - 1967     GOOD             NGS
 GU0167  HISTORY     - 1975     GOOD             NGS
 GU0167  HISTORY     - 19891128 GOOD             NGS
 GU0167
 GU0167                          STATION DESCRIPTION
 GU0167
 GU0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0167'15.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0167'15.9 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0167'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0167'R12E T13S, SECTION 34, AT THE CROSSING OF RUSSELL AVENUE, IN
 GU0167'THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE,
 GU0167'16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 68 FEET EAST OF
 GU0167'THE NORTHEAST CORNER OF RUSSELL AVENUE BRIDGE OVER THE CANAL,
 GU0167'0.3 FOOT WEST OF THE EAST END OF THE WALL, AND ABOUT 2 FEET
 GU0167'LOWER THAN THE ROAD.
 GU0167
 GU0167                          STATION RECOVERY (1975)
 GU0167
 GU0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0167'RECOVERED IN GOOD CONDITION.
 GU0167
 GU0167                          STATION RECOVERY (1989)
 GU0167
 GU0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0169 ***********************************************************************
 GU0169  DESIGNATION -  102.64 L 1
 GU0169  PID         -  GU0169
 GU0169  STATE/COUNTY-  CA/FRESNO
 GU0169  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0169
 GU0169                         *CURRENT SURVEY CONTROL
 GU0169  ___________________________________________________________________
 GU0169* NAD 83(1986)-  36 45 08.     (N)    120 39 28.     (W)     SCALED    
 GU0169* NAVD 88     -       104.306  (meters)     342.21   (feet)  ADJUSTED  
 GU0169  ___________________________________________________________________
 GU0169  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0169  DYNAMIC HT  -         104.218 (meters)     341.92  (feet)  COMP
 GU0169  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 GU0169
 GU0169  VERT ORDER  -  FIRST     CLASS I
 GU0169
 GU0169.The horizontal coordinates were scaled from a topographic map and have
 GU0169.an estimated accuracy of +/- 6 seconds.
 GU0169
 GU0169.The orthometric height was determined by differential leveling
 GU0169.and adjusted in June 1991.
 GU0169
 GU0169.The geoid height was determined by GEOID03.
 GU0169
 GU0169.The dynamic height is computed by dividing the NAVD 88
 GU0169.geopotential number by the normal gravity value computed on the
 GU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0169.degrees latitude (g = 980.6199 gals.).
 GU0169
 GU0169.The modeled gravity was interpolated from observed gravity values.
 GU0169
 GU0169;                    North         East    Units  Estimated Accuracy
 GU0169;SPC CA 4     -   658,720.    1,851,980.      MT  (+/- 180 meters Scaled)
 GU0169
 GU0169                          SUPERSEDED SURVEY CONTROL
 GU0169
 GU0169  NGVD 29 (??/??/92)  103.671  (m)          340.13   (f) ADJ UNCH    1 1
 GU0169
 GU0169.Superseded values are not recommended for survey control.
 GU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0169.See file dsdata.txt to determine how the superseded data were derived.
 GU0169
 GU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF090699(NAD 83)
 GU0169_MARKER: DD = SURVEY DISK
 GU0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0169_SP_SET: WINGWALL
 GU0169_STAMPING: 102.64 L 1
 GU0169_MARK LOGO: BOR   
 GU0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0169+STABILITY: SURFACE MOTION
 GU0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0169+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0169
 GU0169  HISTORY     - Date     Condition        Report By
 GU0169  HISTORY     - UNK      MONUMENTED       BOR
 GU0169  HISTORY     - 1967     GOOD             NGS
 GU0169  HISTORY     - 1975     GOOD             NGS
 GU0169  HISTORY     - 19891128 GOOD             NGS
 GU0169
 GU0169                          STATION DESCRIPTION
 GU0169
 GU0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0169'15.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0169'15.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0169'DOS AMIGOS PUMP PLANT, IN THE TOP AND 0.9 FOOT SOUTH OF THE
 GU0169'NORTH END OF THE NORTHWEST CONCRETE WING WALL OF RUSSELL AVENUE
 GU0169'BRIDGE OVER THE AQUEDUCT, 14 FEET WEST OF THE CENTER LINE OF
 GU0169'THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0169
 GU0169                          STATION RECOVERY (1975)
 GU0169
 GU0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0169'RECOVERED IN GOOD CONDITION.
 GU0169
 GU0169                          STATION RECOVERY (1989)
 GU0169
 GU0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0168 ***********************************************************************
 GU0168  DESIGNATION -  102.64 R
 GU0168  PID         -  GU0168
 GU0168  STATE/COUNTY-  CA/FRESNO
 GU0168  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0168
 GU0168                         *CURRENT SURVEY CONTROL
 GU0168  ___________________________________________________________________
 GU0168* NAD 83(1986)-  36 45 06.     (N)    120 39 28.     (W)     SCALED    
 GU0168* NAVD 88     -       104.355  (meters)     342.37   (feet)  ADJUSTED  
 GU0168  ___________________________________________________________________
 GU0168  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0168  DYNAMIC HT  -         104.268 (meters)     342.09  (feet)  COMP
 GU0168  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 GU0168
 GU0168  VERT ORDER  -  FIRST     CLASS I
 GU0168
 GU0168.The horizontal coordinates were scaled from a topographic map and have
 GU0168.an estimated accuracy of +/- 6 seconds.
 GU0168
 GU0168.The orthometric height was determined by differential leveling
 GU0168.and adjusted in June 1991.
 GU0168
 GU0168.The geoid height was determined by GEOID03.
 GU0168
 GU0168.The dynamic height is computed by dividing the NAVD 88
 GU0168.geopotential number by the normal gravity value computed on the
 GU0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0168.degrees latitude (g = 980.6199 gals.).
 GU0168
 GU0168.The modeled gravity was interpolated from observed gravity values.
 GU0168
 GU0168;                    North         East    Units  Estimated Accuracy
 GU0168;SPC CA 4     -   658,660.    1,851,980.      MT  (+/- 180 meters Scaled)
 GU0168
 GU0168                          SUPERSEDED SURVEY CONTROL
 GU0168
 GU0168  NGVD 29 (??/??/92)  103.677  (m)          340.15   (f) ADJ UNCH    1 1
 GU0168
 GU0168.Superseded values are not recommended for survey control.
 GU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0168.See file dsdata.txt to determine how the superseded data were derived.
 GU0168
 GU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF090698(NAD 83)
 GU0168_MARKER: DD = SURVEY DISK
 GU0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0168_SP_SET: WINGWALL
 GU0168_STAMPING: 102.64 R
 GU0168_MARK LOGO: BOR   
 GU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0168+STABILITY: SURFACE MOTION
 GU0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0168+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1988
 GU0168
 GU0168  HISTORY     - Date     Condition        Report By
 GU0168  HISTORY     - UNK      MONUMENTED       BOR
 GU0168  HISTORY     - 1967     GOOD             NGS
 GU0168  HISTORY     - 1975     GOOD             NGS
 GU0168  HISTORY     - 19881125 GOOD             NGS
 GU0168
 GU0168                          STATION DESCRIPTION
 GU0168
 GU0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0168'15.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0168'15.9 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0168'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0168'R12E T13S, SECTION 34, AT THE CROSSING OF RUSSELL AVENUE, IN
 GU0168'THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF RUSSELL AVENUE,
 GU0168'IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF RUSSELL
 GU0168'AVENUE BRIDGE OVER THE CANAL, 14 FEET EAST OF THE CENTER LINE
 GU0168'OF THE AVENUE, 0.8 FOOT NORTH OF THE SOUTH END OF THE WING
 GU0168'WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0168
 GU0168                          STATION RECOVERY (1975)
 GU0168
 GU0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0168'RECOVERED IN GOOD CONDITION.
 GU0168
 GU0168                          STATION RECOVERY (1988)
 GU0168
 GU0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0971 ***********************************************************************
 FU0971  DESIGNATION -  102.68 USBR
 FU0971  PID         -  FU0971
 FU0971  STATE/COUNTY-  CA/TULARE
 FU0971  USGS QUAD   -  DUCOR (1969)
 FU0971
 FU0971                         *CURRENT SURVEY CONTROL
 FU0971  ___________________________________________________________________
 FU0971* NAD 83(1986)-  35 58 43.     (N)    119 06 24.     (W)     SCALED    
 FU0971* NAVD 88     -       125.79   (+/-2cm)     412.7    (feet)  VERTCON   
 FU0971  ___________________________________________________________________
 FU0971  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FU0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU0971
 FU0971.The horizontal coordinates were scaled from a topographic map and have
 FU0971.an estimated accuracy of +/- 6 seconds.
 FU0971
 FU0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0971.The vertical order pertains to the NGVD 29 superseded value.
 FU0971
 FU0971.The geoid height was determined by GEOID03.
 FU0971
 FU0971;                    North         East    Units  Estimated Accuracy
 FU0971;SPC CA 4     -   571,610.    1,990,380.      MT  (+/- 180 meters Scaled)
 FU0971
 FU0971                          SUPERSEDED SURVEY CONTROL
 FU0971
 FU0971  NGVD 29 (??/??/92)  124.962  (m)          409.98   (f) ADJ UNCH    2 0
 FU0971
 FU0971.Superseded values are not recommended for survey control.
 FU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0971.See file dsdata.txt to determine how the superseded data were derived.
 FU0971
 FU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV100836(NAD 83)
 FU0971_MARKER: DD = SURVEY DISK
 FU0971_SETTING: 0 = UNSPECIFIED SETTING
 FU0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0971
 FU0971  HISTORY     - Date     Condition        Report By
 FU0971  HISTORY     - UNK      MONUMENTED       BOR
 FU0971  HISTORY     - 1970     GOOD             NGS
 FU0971
 FU0971                          STATION DESCRIPTION
 FU0971
 FU0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU0971'12.6 MI S FROM STRATHMORE.
 FU0971'12.65 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 FU0971'OF AVENUE 196 AT STRATHMORE, IN THE TOP AND 0.9 FOOT EAST OF
 FU0971'THE WEST END OF THE NORTH CONCRETE INLET HEAD WALL OF DEER CREEK
 FU0971'SIPHON 102.69, 32 FEET SOUTH OF THE CENTER OF THE WEST END OF
 FU0971'A CONCRETE MOTOR DECK OF THE CHECK DAM, 0.8 FOOT SOUTHEAST
 FU0971'OF A CYCLONE FENCE CORNER, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 FU0971'SEC 31, T22S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0159 ***********************************************************************
 GU0159  DESIGNATION -  102.71 USBR
 GU0159  PID         -  GU0159
 GU0159  STATE/COUNTY-  CA/FRESNO
 GU0159  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0159
 GU0159                         *CURRENT SURVEY CONTROL
 GU0159  ___________________________________________________________________
 GU0159* NAD 83(1986)-  36 45 05.     (N)    120 39 24.     (W)     SCALED    
 GU0159* NAVD 88     -       102.49   (+/-2cm)     336.3    (feet)  VERTCON   
 GU0159  ___________________________________________________________________
 GU0159  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0159  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0159
 GU0159.The horizontal coordinates were scaled from a topographic map and have
 GU0159.an estimated accuracy of +/- 6 seconds.
 GU0159
 GU0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0159.The vertical order pertains to the NGVD 29 superseded value.
 GU0159
 GU0159.The geoid height was determined by GEOID03.
 GU0159
 GU0159;                    North         East    Units  Estimated Accuracy
 GU0159;SPC CA 4     -   658,630.    1,852,070.      MT  (+/- 180 meters Scaled)
 GU0159
 GU0159                          SUPERSEDED SURVEY CONTROL
 GU0159
 GU0159  NGVD 29 (??/??/92)  101.69   (m)          333.6    (f) COMPUTED    1 1
 GU0159
 GU0159.Superseded values are not recommended for survey control.
 GU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0159.See file dsdata.txt to determine how the superseded data were derived.
 GU0159
 GU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF091698(NAD 83)
 GU0159_MARKER: DR = REFERENCE MARK DISK
 GU0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0159_SP_SET: AQUEDUCT LINING
 GU0159_STAMPING: E 516 102.71
 GU0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0159
 GU0159  HISTORY     - Date     Condition        Report By
 GU0159  HISTORY     - UNK      MONUMENTED       BOR
 GU0159  HISTORY     - 1969     GOOD             NGS
 GU0159
 GU0159                          STATION DESCRIPTION
 GU0159
 GU0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0159'16 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0159'16.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0159'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU0159'LINING OF THE AQUEDUCT, 22 FEET SOUTHWEST OF THE CENTER LINE
 GU0159'OF THE LEVEE ROAD, 125.0 FEET SOUTHEAST OF A STEEL LADDER, 1.0
 GU0159'FOOT SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0577 ***********************************************************************
 GU0577  DESIGNATION -  102.93 USBR
 GU0577  PID         -  GU0577
 GU0577  STATE/COUNTY-  CA/FRESNO
 GU0577  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0577
 GU0577                         *CURRENT SURVEY CONTROL
 GU0577  ___________________________________________________________________
 GU0577* NAD 83(1986)-  36 52 25.     (N)    120 33 48.     (W)     SCALED    
 GU0577* NAVD 88     -        50.80   (+/-2cm)     166.7    (feet)  VERTCON   
 GU0577  ___________________________________________________________________
 GU0577  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0577
 GU0577.The horizontal coordinates were scaled from a topographic map and have
 GU0577.an estimated accuracy of +/- 6 seconds.
 GU0577
 GU0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0577.The vertical order pertains to the NGVD 29 superseded value.
 GU0577
 GU0577.The geoid height was determined by GEOID03.
 GU0577
 GU0577;                    North         East    Units  Estimated Accuracy
 GU0577;SPC CA 4     -   672,050.    1,860,630.      MT  (+/- 180 meters Scaled)
 GU0577
 GU0577                          SUPERSEDED SURVEY CONTROL
 GU0577
 GU0577  NGVD 29 (??/??/92)   50.12   (m)          164.4    (f) COMPUTED    2 0
 GU0577
 GU0577.Superseded values are not recommended for survey control.
 GU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0577.See file dsdata.txt to determine how the superseded data were derived.
 GU0577
 GU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF171836(NAD 83)
 GU0577_MARKER: DD = SURVEY DISK
 GU0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0577_SP_SET: BRIDGE CURB
 GU0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0577
 GU0577  HISTORY     - Date     Condition        Report By
 GU0577  HISTORY     - UNK      MONUMENTED       BOR
 GU0577  HISTORY     - 1955     GOOD             NGS
 GU0577  HISTORY     - 1972     GOOD             NGS
 GU0577
 GU0577                          STATION DESCRIPTION
 GU0577
 GU0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0577'5.4 MI SE FROM SONORA.
 GU0577'5.4 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0577'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0577'ORO LOMA, AT THE INTERSECION OF FAIRFAX AVENUE, AT CONCRETE
 GU0577'BRIDGE 102.93 OVER THE CANAL, IN THE TOP OF THE SOUTH END OF THE
 GU0577'EAST CONCRETE CURBING, 14 FEET EAST OF THE CENTER LINE OF THE
 GU0577'AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.
 GU0577
 GU0577                          STATION RECOVERY (1972)
 GU0577
 GU0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9230 ***********************************************************************
 JT9230  DESIGNATION -  1020
 JT9230  PID         -  JT9230
 JT9230  STATE/COUNTY-  CA/NAPA
 JT9230  USGS QUAD   -  NAPA (1980)
 JT9230
 JT9230                         *CURRENT SURVEY CONTROL
 JT9230  ___________________________________________________________________
 JT9230* NAD 83(1986)-  38 17 24.     (N)    122 18 40.     (W)     SCALED    
 JT9230* NAVD 88     -        15.79   (+/-2cm)      51.8    (feet)  VERTCON   
 JT9230  ___________________________________________________________________
 JT9230  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9230  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9230
 JT9230.The horizontal coordinates were scaled from a topographic map and have
 JT9230.an estimated accuracy of +/- 6 seconds.
 JT9230
 JT9230.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9230.The vertical order pertains to the NGVD 29 superseded value.
 JT9230
 JT9230.The geoid height was determined by GEOID03.
 JT9230
 JT9230;                    North         East    Units  Estimated Accuracy
 JT9230;SPC CA 2     -   569,240.    1,972,780.      MT  (+/- 180 meters Scaled)
 JT9230
 JT9230                          SUPERSEDED SURVEY CONTROL
 JT9230
 JT9230  NGVD 29 (??/??/92)   15.016  (m)           49.27   (f) ADJ UNCH    2 2
 JT9230
 JT9230.Superseded values are not recommended for survey control.
 JT9230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9230.See file dsdata.txt to determine how the superseded data were derived.
 JT9230
 JT9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602382(NAD 83)
 JT9230_MARKER: Z = SEE DESCRIPTION
 JT9230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9230_SP_SET: WELL MONUMENT
 JT9230_MARK LOGO: CA2330
 JT9230_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9230
 JT9230  HISTORY     - Date     Condition        Report By
 JT9230  HISTORY     - 1971     MONUMENTED       CA2330
 JT9230
 JT9230                          STATION DESCRIPTION
 JT9230
 JT9230'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9230'AT INTERSECTION OF GRECO ROAD AND FOOTHILL BLVD., A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4263 ***********************************************************************
 EW4263  DESIGNATION -  1021
 EW4263  PID         -  EW4263
 EW4263  STATE/COUNTY-  CA/VENTURA
 EW4263  USGS QUAD   -  TRIUNFO PASS (1994)
 EW4263
 EW4263                         *CURRENT SURVEY CONTROL
 EW4263  ___________________________________________________________________
 EW4263* NAD 83(1986)-  34 03 09.     (N)    118 57 38.     (W)     SCALED    
 EW4263* NAVD 88     -         7.405  (meters)      24.29   (feet)  READJUSTED
 EW4263  ___________________________________________________________________
 EW4263  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EW4263  DYNAMIC HT  -           7.400 (meters)      24.28  (feet)  COMP
 EW4263  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 EW4263
 EW4263  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW4263
 EW4263.The horizontal coordinates were scaled from a topographic map and have
 EW4263.an estimated accuracy of +/- 6 seconds.
 EW4263
 EW4263.The orthometric height was determined by differential leveling
 EW4263.and adjusted in February 1993.
 EW4263.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW4263.distribution rate of 2.1 thru 3.0 mm/km.
 EW4263.The height was derived from older observations constrained to new
 EW4263.heights in a crustal motion area.  The height is approximate in
 EW4263.relation to other heights in its vicinity.
 EW4263
 EW4263.The geoid height was determined by GEOID03.
 EW4263
 EW4263.The dynamic height is computed by dividing the NAVD 88
 EW4263.geopotential number by the normal gravity value computed on the
 EW4263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4263.degrees latitude (g = 980.6199 gals.).
 EW4263
 EW4263.The modeled gravity was interpolated from observed gravity values.
 EW4263
 EW4263;                    North         East    Units  Estimated Accuracy
 EW4263;SPC CA 5     -   561,710.    1,911,320.      MT  (+/- 180 meters Scaled)
 EW4263
 EW4263                          SUPERSEDED SURVEY CONTROL
 EW4263
 EW4263  NGVD 29 (??/??/92)    6.635  (m)           21.77   (f) ADJ UNCH    1 1
 EW4263
 EW4263.Superseded values are not recommended for survey control.
 EW4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4263.See file dsdata.txt to determine how the superseded data were derived.
 EW4263
 EW4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT190697(NAD 83)
 EW4263_MARKER: P = PIPE CAP
 EW4263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4263_SP_SET: CATCH BASIN
 EW4263_STAMPING: B.M.-1021
 EW4263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4263
 EW4263  HISTORY     - Date     Condition        Report By
 EW4263  HISTORY     - 1965     MONUMENTED       CADH
 EW4263  HISTORY     - 1965     GOOD             CA-111
 EW4263  HISTORY     - 1965     GOOD             CA-111
 EW4263  HISTORY     - 1977     GOOD             NGS
 EW4263  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4263
 EW4263                          STATION DESCRIPTION
 EW4263
 EW4263'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4263'IN OXNARD.
 EW4263'9.1 MILES SOUTHERLY ALONG HIGHWAY 1 FROM THE INTERSECTION OF HIGHWAY 1
 EW4263'AND LAS POSAS ROAD. ON THE NORTHERLY SIDE OF THE HIGHWAY AND ON THE
 EW4263'SOUTH WESTERLY CORNER OF A 3 FT X 4 FT CONCRETE CATCH BASIN AT MILE
 EW4263'POST MARKER 1 VEN 1.02. A STANDARD STATE OF CALIFORNIA BRASS CAP MON-
 EW4263'MONUMENT STAMPED B.M. 1021.
 EW4263
 EW4263                          STATION RECOVERY (1965)
 EW4263
 EW4263'RECOVERY NOTE BY VENTURA COUNTY CALIFORNIA 1965
 EW4263'RECOVERED IN GOOD CONDITION.
 EW4263
 EW4263                          STATION RECOVERY (1977)
 EW4263
 EW4263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4263'16.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 EW4263'OF WOOLEY ROAD AND SAVIERS ROAD AT OXNARD, 0.1 MILE SOUTHEAST OF
 EW4263'YERBA BUENA ROAD, SET IN TOP OF THE WEST CORNER OF A CONCRETE
 EW4263'CATCH BASIN, AT HIGHWAY MILEAGE MARKER 1.02, AND 40 FEET NORTH OF
 EW4263'THE CENTERLINE OF THE HIGHWAY.
 EW4263
 EW4263                          STATION RECOVERY (1989)
 EW4263
 EW4263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4263'THE CORNER OF THE CATCH BASIN HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9231 ***********************************************************************
 JT9231  DESIGNATION -  1021
 JT9231  PID         -  JT9231
 JT9231  STATE/COUNTY-  CA/NAPA
 JT9231  USGS QUAD   -  NAPA (1980)
 JT9231
 JT9231                         *CURRENT SURVEY CONTROL
 JT9231  ___________________________________________________________________
 JT9231* NAD 83(1986)-  38 17 24.     (N)    122 18 40.     (W)     SCALED    
 JT9231* NAVD 88     -        13.61   (+/-2cm)      44.7    (feet)  VERTCON   
 JT9231  ___________________________________________________________________
 JT9231  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9231  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9231
 JT9231.The horizontal coordinates were scaled from a topographic map and have
 JT9231.an estimated accuracy of +/- 6 seconds.
 JT9231
 JT9231.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9231.The vertical order pertains to the NGVD 29 superseded value.
 JT9231
 JT9231.The geoid height was determined by GEOID03.
 JT9231
 JT9231;                    North         East    Units  Estimated Accuracy
 JT9231;SPC CA 2     -   569,240.    1,972,780.      MT  (+/- 180 meters Scaled)
 JT9231
 JT9231                          SUPERSEDED SURVEY CONTROL
 JT9231
 JT9231  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH    2 2
 JT9231
 JT9231.Superseded values are not recommended for survey control.
 JT9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9231.See file dsdata.txt to determine how the superseded data were derived.
 JT9231
 JT9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602382(NAD 83)
 JT9231_MARKER: B = BOLT
 JT9231_SETTING: 0 = UNSPECIFIED SETTING
 JT9231_MARK LOGO: NONE  
 JT9231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9231
 JT9231  HISTORY     - Date     Condition        Report By
 JT9231  HISTORY     - 1971     MONUMENTED       CA2330
 JT9231
 JT9231                          STATION DESCRIPTION
 JT9231
 JT9231'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9231'ALONG ELM STREET, 50 FT (15.2 M) EAST OF FOOTHILL BLVD., A BRASS BOLT
 JT9231'ON NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9232 ***********************************************************************
 JT9232  DESIGNATION -  1023
 JT9232  PID         -  JT9232
 JT9232  STATE/COUNTY-  CA/NAPA
 JT9232  USGS QUAD   -  NAPA (1980)
 JT9232
 JT9232                         *CURRENT SURVEY CONTROL
 JT9232  ___________________________________________________________________
 JT9232* NAD 83(1986)-  38 17 36.     (N)    122 18 40.     (W)     SCALED    
 JT9232* NAVD 88     -        14.32   (+/-2cm)      47.0    (feet)  VERTCON   
 JT9232  ___________________________________________________________________
 JT9232  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9232  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9232
 JT9232.The horizontal coordinates were scaled from a topographic map and have
 JT9232.an estimated accuracy of +/- 6 seconds.
 JT9232
 JT9232.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9232.The vertical order pertains to the NGVD 29 superseded value.
 JT9232
 JT9232.The geoid height was determined by GEOID03.
 JT9232
 JT9232;                    North         East    Units  Estimated Accuracy
 JT9232;SPC CA 2     -   569,610.    1,972,780.      MT  (+/- 180 meters Scaled)
 JT9232
 JT9232                          SUPERSEDED SURVEY CONTROL
 JT9232
 JT9232  NGVD 29 (??/??/92)   13.541  (m)           44.43   (f) ADJ UNCH    2 2
 JT9232
 JT9232.Superseded values are not recommended for survey control.
 JT9232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9232.See file dsdata.txt to determine how the superseded data were derived.
 JT9232
 JT9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602385(NAD 83)
 JT9232_MARKER: B = BOLT
 JT9232_SETTING: 0 = UNSPECIFIED SETTING
 JT9232_MARK LOGO: NONE  
 JT9232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9232
 JT9232  HISTORY     - Date     Condition        Report By
 JT9232  HISTORY     - 1971     MONUMENTED       CA2330
 JT9232
 JT9232                          STATION DESCRIPTION
 JT9232
 JT9232'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9232'ALONG HILLTOP DRIVE, 90 FT (27.4 M) WEST OF FOOTHILL BLVD., A BRASS
 JT9232'BOLT ON NORTH SIDE AT NO.2902, WEST OF PL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0588 ***********************************************************************
 FV0588  DESIGNATION -  1023 RESET 1941
 FV0588  PID         -  FV0588
 FV0588  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0588  USGS QUAD   -  CHOLAME (1993)
 FV0588
 FV0588                         *CURRENT SURVEY CONTROL
 FV0588  ___________________________________________________________________
 FV0588* NAD 83(1986)-  35 39 19.     (N)    120 22 18.     (W)     SCALED    
 FV0588* NAVD 88     -       314.42   (+/-2cm)    1031.6    (feet)  VERTCON   
 FV0588  ___________________________________________________________________
 FV0588  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 FV0588  VERT ORDER  -  THIRD (See Below)
 FV0588
 FV0588.The horizontal coordinates were scaled from a topographic map and have
 FV0588.an estimated accuracy of +/- 6 seconds.
 FV0588
 FV0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0588.The vertical order pertains to the NGVD 29 superseded value.
 FV0588
 FV0588.The geoid height was determined by GEOID03.
 FV0588
 FV0588;                    North         East    Units  Estimated Accuracy
 FV0588;SPC CA 5     -   741,620.    1,785,250.      MT  (+/- 180 meters Scaled)
 FV0588
 FV0588                          SUPERSEDED SURVEY CONTROL
 FV0588
 FV0588  NGVD 29 (??/??/??)  313.48   (m)         1028.5    (f) RESET       3  
 FV0588
 FV0588.Superseded values are not recommended for survey control.
 FV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0588.See file dsdata.txt to determine how the superseded data were derived.
 FV0588
 FV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE379488(NAD 83)
 FV0588_MARKER: DD = SURVEY DISK
 FV0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FV0588_SP_SET: BRIDGE
 FV0588_STAMPING: RESET 1941
 FV0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0588+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 FV0588
 FV0588  HISTORY     - Date     Condition        Report By
 FV0588  HISTORY     - 1941     MONUMENTED       USGS
 FV0588  HISTORY     - 1970     GOOD             NGS
 FV0588  HISTORY     - 20070501 GOOD             CADT
 FV0588
 FV0588                          STATION DESCRIPTION
 FV0588
 FV0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FV0588'0.2 MI E FROM SHANDON.
 FV0588'0.25 MILE EAST ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FV0588'SHANDON, IN THE TOP AND 3.6 FEET NORTHEAST OF THE SOUTHWEST END
 FV0588'OF THE SOUTHWEST CONCRETE WING WALL OF BRIDGE 49-28 OVER SAN
 FV0588'JUAN CREEK, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FV0588'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  SEC 2, T26S, R15E.
 FV0588
 FV0588                          STATION RECOVERY (2007)
 FV0588
 FV0588'RECOVERY NOTE BY CALTRANS 2007 (BM)
 FV0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9233 ***********************************************************************
 JT9233  DESIGNATION -  1024
 JT9233  PID         -  JT9233
 JT9233  STATE/COUNTY-  CA/NAPA
 JT9233  USGS QUAD   -  NAPA (1980)
 JT9233
 JT9233                         *CURRENT SURVEY CONTROL
 JT9233  ___________________________________________________________________
 JT9233* NAD 83(1986)-  38 17 36.     (N)    122 18 34.     (W)     SCALED    
 JT9233* NAVD 88     -        14.86   (+/-2cm)      48.8    (feet)  VERTCON   
 JT9233  ___________________________________________________________________
 JT9233  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9233  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9233
 JT9233.The horizontal coordinates were scaled from a topographic map and have
 JT9233.an estimated accuracy of +/- 6 seconds.
 JT9233
 JT9233.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9233.The vertical order pertains to the NGVD 29 superseded value.
 JT9233
 JT9233.The geoid height was determined by GEOID03.
 JT9233
 JT9233;                    North         East    Units  Estimated Accuracy
 JT9233;SPC CA 2     -   569,610.    1,972,930.      MT  (+/- 180 meters Scaled)
 JT9233
 JT9233                          SUPERSEDED SURVEY CONTROL
 JT9233
 JT9233  NGVD 29 (??/??/92)   14.079  (m)           46.19   (f) ADJ UNCH    2 2
 JT9233
 JT9233.Superseded values are not recommended for survey control.
 JT9233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9233.See file dsdata.txt to determine how the superseded data were derived.
 JT9233
 JT9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603385(NAD 83)
 JT9233_MARKER: B = BOLT
 JT9233_SETTING: 0 = UNSPECIFIED SETTING
 JT9233_MARK LOGO: NONE  
 JT9233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9233
 JT9233  HISTORY     - Date     Condition        Report By
 JT9233  HISTORY     - 1971     MONUMENTED       CA2330
 JT9233
 JT9233                          STATION DESCRIPTION
 JT9233
 JT9233'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9233'ALONG LAUREL STREET, 75 FT (22.9 M) WEST OF FOOTHILL BLVD., A BRASS
 JT9233'BOLT IN THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9234 ***********************************************************************
 JT9234  DESIGNATION -  1027
 JT9234  PID         -  JT9234
 JT9234  STATE/COUNTY-  CA/NAPA
 JT9234  USGS QUAD   -  NAPA (1980)
 JT9234
 JT9234                         *CURRENT SURVEY CONTROL
 JT9234  ___________________________________________________________________
 JT9234* NAD 83(1986)-  38 18 00.     (N)    122 18 52.     (W)     SCALED    
 JT9234* NAVD 88     -        21.25   (+/-2cm)      69.7    (feet)  VERTCON   
 JT9234  ___________________________________________________________________
 JT9234  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9234  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9234
 JT9234.The horizontal coordinates were scaled from a topographic map and have
 JT9234.an estimated accuracy of +/- 6 seconds.
 JT9234
 JT9234.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9234.The vertical order pertains to the NGVD 29 superseded value.
 JT9234
 JT9234.The geoid height was determined by GEOID03.
 JT9234
 JT9234;                    North         East    Units  Estimated Accuracy
 JT9234;SPC CA 2     -   570,350.    1,972,490.      MT  (+/- 180 meters Scaled)
 JT9234
 JT9234                          SUPERSEDED SURVEY CONTROL
 JT9234
 JT9234  NGVD 29 (??/??/92)   20.465  (m)           67.14   (f) ADJ UNCH    2 2
 JT9234
 JT9234.Superseded values are not recommended for survey control.
 JT9234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9234.See file dsdata.txt to determine how the superseded data were derived.
 JT9234
 JT9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599393(NAD 83)
 JT9234_MARKER: B = BOLT
 JT9234_SETTING: 0 = UNSPECIFIED SETTING
 JT9234_MARK LOGO: NONE  
 JT9234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9234
 JT9234  HISTORY     - Date     Condition        Report By
 JT9234  HISTORY     - 1971     MONUMENTED       CA2330
 JT9234
 JT9234                          STATION DESCRIPTION
 JT9234
 JT9234'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9234'AT INTERSECTION OF LAUREL AND KILBURN AVENUES, A BRASS BOLT IN THE
 JT9234'SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9440 ***********************************************************************
 AB9440  DESIGNATION -  1028
 AB9440  PID         -  AB9440
 AB9440  STATE/COUNTY-  CA/LOS ANGELES
 AB9440  USGS QUAD   -  SOUTH GATE (1981)
 AB9440
 AB9440                         *CURRENT SURVEY CONTROL
 AB9440  ___________________________________________________________________
 AB9440* NAD 83(1986)-  33 52 49.     (N)    118 11 13.     (W)     SCALED    
 AB9440* NAVD 88     -        18.924  (meters)      62.09   (feet)  ADJUSTED  
 AB9440  ___________________________________________________________________
 AB9440  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AB9440  DYNAMIC HT  -          18.904 (meters)      62.02  (feet)  COMP
 AB9440  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 AB9440
 AB9440  VERT ORDER  -  FIRST     CLASS II
 AB9440
 AB9440.The horizontal coordinates were scaled from a topographic map and have
 AB9440.an estimated accuracy of +/- 6 seconds.
 AB9440
 AB9440.The orthometric height was determined by differential leveling
 AB9440.and adjusted in February 1997.
 AB9440
 AB9440.The geoid height was determined by GEOID03.
 AB9440
 AB9440.The dynamic height is computed by dividing the NAVD 88
 AB9440.geopotential number by the normal gravity value computed on the
 AB9440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9440.degrees latitude (g = 980.6199 gals.).
 AB9440
 AB9440.The modeled gravity was interpolated from observed gravity values.
 AB9440
 AB9440;                    North         East    Units  Estimated Accuracy
 AB9440;SPC CA 5     -   542,200.    1,982,700.      MT  (+/- 180 meters Scaled)
 AB9440
 AB9440                          SUPERSEDED SURVEY CONTROL
 AB9440
 AB9440.No superseded survey control is available for this station.
 AB9440
 AB9440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT902495(NAD 83)
 AB9440_MARKER: DD = SURVEY DISK
 AB9440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9440_STAMPING: BM 1028 1967 RE 3111 C.L.B.
 AB9440_MARK LOGO: CA1970
 AB9440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9440+STABILITY: SURFACE MOTION
 AB9440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9440+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB9440
 AB9440  HISTORY     - Date     Condition        Report By
 AB9440  HISTORY     - 1967     MONUMENTED       CA1970
 AB9440  HISTORY     - 19950504 GOOD             MWDSC
 AB9440
 AB9440                          STATION DESCRIPTION
 AB9440
 AB9440'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9440'LONG BEACH, AT THE GORE POINT INTERSECTION OF ATLANTIC PLACE AND
 AB9440'ATLANTIC AV, 39 FEET (11.9 M) EASTERLY OF ATLANTIC AV AND 40 FEET
 AB9440'(12.2 M) NORTH OF ATLANTIC PLACE AND 25 FEET (7.6 M) SOUTHEAST OF
 AB9440'POWER POLE 2284820E.  FOUND A 2-1/2 INCH BRASS DISK STAMPED BM 1028
 AB9440'1967 CLB RE3111 SET FLUSH IN A 1.1 FOOT (0.3 M) SQUARE CONCRETE POST
 AB9440'AND 2 FEET (0.6 M) ABOVE ASPHALT ISLAND AND 2.2 FEET (0.7 M) NORTHERLY
 AB9440'OF CURB RETURN.  REF MWD FB 2006 01 0.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9235 ***********************************************************************
 JT9235  DESIGNATION -  1029
 JT9235  PID         -  JT9235
 JT9235  STATE/COUNTY-  CA/NAPA
 JT9235  USGS QUAD   -  NAPA (1980)
 JT9235
 JT9235                         *CURRENT SURVEY CONTROL
 JT9235  ___________________________________________________________________
 JT9235* NAD 83(1986)-  38 18 06.     (N)    122 18 40.     (W)     SCALED    
 JT9235* NAVD 88     -        20.07   (+/-2cm)      65.8    (feet)  VERTCON   
 JT9235  ___________________________________________________________________
 JT9235  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9235  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9235
 JT9235.The horizontal coordinates were scaled from a topographic map and have
 JT9235.an estimated accuracy of +/- 6 seconds.
 JT9235
 JT9235.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9235.The vertical order pertains to the NGVD 29 superseded value.
 JT9235
 JT9235.The geoid height was determined by GEOID03.
 JT9235
 JT9235;                    North         East    Units  Estimated Accuracy
 JT9235;SPC CA 2     -   570,540.    1,972,790.      MT  (+/- 180 meters Scaled)
 JT9235
 JT9235                          SUPERSEDED SURVEY CONTROL
 JT9235
 JT9235  NGVD 29 (??/??/92)   19.282  (m)           63.26   (f) ADJ UNCH    2 2
 JT9235
 JT9235.Superseded values are not recommended for survey control.
 JT9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9235.See file dsdata.txt to determine how the superseded data were derived.
 JT9235
 JT9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602395(NAD 83)
 JT9235_MARKER: B = BOLT
 JT9235_SETTING: 0 = UNSPECIFIED SETTING
 JT9235_MARK LOGO: NONE  
 JT9235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9235
 JT9235  HISTORY     - Date     Condition        Report By
 JT9235  HISTORY     - 1971     MONUMENTED       CA2330
 JT9235
 JT9235                          STATION DESCRIPTION
 JT9235
 JT9235'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9235'AT INTERSECTION OF FIRST STREET AND CHELSEA AVENUE, AT NO. 2930, EAST
 JT9235'OF DRIVEWAY, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0443 ***********************************************************************
 FT0443  DESIGNATION -  103
 FT0443  PID         -  FT0443
 FT0443  STATE/COUNTY-  CA/KERN
 FT0443  USGS QUAD   -  BURRO CANYON (1982)
 FT0443
 FT0443                         *CURRENT SURVEY CONTROL
 FT0443  ___________________________________________________________________
 FT0443* NAD 83(1986)-  35 50 27.     (N)    117 35 51.     (W)     SCALED    
 FT0443* NAVD 88     -       785.432  (meters)    2576.87   (feet)  ADJUSTED  
 FT0443  ___________________________________________________________________
 FT0443  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FT0443  DYNAMIC HT  -         784.582 (meters)    2574.08  (feet)  COMP
 FT0443  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 FT0443
 FT0443  VERT ORDER  -  FIRST     CLASS II
 FT0443
 FT0443.The horizontal coordinates were scaled from a topographic map and have
 FT0443.an estimated accuracy of +/- 6 seconds.
 FT0443
 FT0443.The orthometric height was determined by differential leveling
 FT0443.and adjusted in June 1991.
 FT0443
 FT0443.The geoid height was determined by GEOID03.
 FT0443
 FT0443.The dynamic height is computed by dividing the NAVD 88
 FT0443.geopotential number by the normal gravity value computed on the
 FT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0443.degrees latitude (g = 980.6199 gals.).
 FT0443
 FT0443.The modeled gravity was interpolated from observed gravity values.
 FT0443
 FT0443;                    North         East    Units  Estimated Accuracy
 FT0443;SPC CA 5     -   759,750.    2,036,370.      MT  (+/- 180 meters Scaled)
 FT0443
 FT0443                          SUPERSEDED SURVEY CONTROL
 FT0443
 FT0443  NGVD 29 (??/??/92)  784.73   (m)         2574.6    (f) COMPUTED    1 2
 FT0443
 FT0443.Superseded values are not recommended for survey control.
 FT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0443.See file dsdata.txt to determine how the superseded data were derived.
 FT0443
 FT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV460664(NAD 83)
 FT0443_MARKER: DD = SURVEY DISK
 FT0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0443_STAMPING: BM 103 1950
 FT0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0443+STABILITY: SURFACE MOTION
 FT0443
 FT0443  HISTORY     - Date     Condition        Report By
 FT0443  HISTORY     - 1950     MONUMENTED       USN
 FT0443
 FT0443                          STATION DESCRIPTION
 FT0443
 FT0443'DESCRIBED BY US NAVY 1950
 FT0443'15.5 MI N FROM CHINA LAKE USN .
 FT0443'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 2.0
 FT0443'MILES NORTH OF ASKANIA BUILDING NO. 13, IT IS ON THE TOP NORTH
 FT0443'SIDE OF A RAVINE, 30 FEET EAST OF THE G-2 SPOTTING TOWER ROAD.
 FT0443'THE STATION MARK IS A USN  DISK SET IN A 8 INCH SQUARE CONCRETE
 FT0443'POST PROJECTING 10 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 FT0443'BM 103 1950.  DIRECTIONS TO REACH THE STATION CAN BE OBTAINED
 FT0443'FROM RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL
 FT0443'ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3466 ***********************************************************************
 HS3466  DESIGNATION -  103
 HS3466  PID         -  HS3466
 HS3466  STATE/COUNTY-  CA/ALAMEDA
 HS3466  USGS QUAD   -  MIDWAY (1980)
 HS3466
 HS3466                         *CURRENT SURVEY CONTROL
 HS3466  ___________________________________________________________________
 HS3466* NAD 83(1986)-  37 44 12.     (N)    121 34 07.     (W)     SCALED    
 HS3466* NAVD 88     -        96.60   (+/-2cm)     316.9    (feet)  VERTCON   
 HS3466  ___________________________________________________________________
 HS3466  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HS3466  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3466
 HS3466.The horizontal coordinates were scaled from a topographic map and have
 HS3466.an estimated accuracy of +/- 6 seconds.
 HS3466
 HS3466.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3466.The vertical order pertains to the NGVD 29 superseded value.
 HS3466
 HS3466.The geoid height was determined by GEOID03.
 HS3466
 HS3466;                    North         East    Units  Estimated Accuracy
 HS3466;SPC CA 3     -   637,780.    1,905,820.      MT  (+/- 180 meters Scaled)
 HS3466
 HS3466                          SUPERSEDED SURVEY CONTROL
 HS3466
 HS3466  NGVD 29 (??/??/??)   95.840  (m)          314.44   (f) ADJUSTED    1 1
 HS3466
 HS3466.Superseded values are not recommended for survey control.
 HS3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3466.See file dsdata.txt to determine how the superseded data were derived.
 HS3466
 HS3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG261775(NAD 83)
 HS3466_MARKER: DD = SURVEY DISK
 HS3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3466_SP_SET: CONCRETE POST
 HS3466_STAMPING: 103 103
 HS3466_MARK LOGO: CA-001
 HS3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3466+STABILITY: SURFACE MOTION
 HS3466
 HS3466  HISTORY     - Date     Condition        Report By
 HS3466  HISTORY     - UNK      MONUMENTED       CA-001
 HS3466  HISTORY     - 1957     GOOD             NGS
 HS3466  HISTORY     - 1966     GOOD             NGS
 HS3466  HISTORY     - 1974     GOOD             NGS
 HS3466
 HS3466                          STATION DESCRIPTION
 HS3466
 HS3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3466'1.4 MI S FROM MOUNTAIN HOUSE.
 HS3466'0.2 MILE SOUTH ALONG FORMER U.S. HIGHWAY 50 FROM THE MOUNTAIN
 HS3466'HOUSE STATION AND CAFE AT MOUNTAIN HOUSE, THENCE 1.2 MILES
 HS3466'SOUTHEAST ALONG MIDWAY ROAD, 0.4 MILE SOUTH OF THE U.S. HIGHWAY
 HS3466'50 FREEWAY OVERPASS, ON THE INSIDE OF A SLIGHT CURVE, 32 FEET
 HS3466'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF A
 HS3466'FENCE CORNER POST, 1.5 FEET NORTH OF A FENCE, 0.6 FOOT SOUTH
 HS3466'OF A 2-BY 6-INCH WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 HS3466'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HS3466'THE GROUND.
 HS3466
 HS3466                          STATION RECOVERY (1966)
 HS3466
 HS3466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3466'RECOVERED IN GOOD CONDITION.
 HS3466
 HS3466                          STATION RECOVERY (1974)
 HS3466
 HS3466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2698 ***********************************************************************
 EV2698  DESIGNATION -  103 00005
 EV2698  PID         -  EV2698
 EV2698  STATE/COUNTY-  CA/LOS ANGELES
 EV2698  USGS QUAD   -  SAN DIMAS (1981)
 EV2698
 EV2698                         *CURRENT SURVEY CONTROL
 EV2698  ___________________________________________________________________
 EV2698* NAD 83(1986)-  34 01 13.     (N)    117 50 25.     (W)     SCALED    
 EV2698* NAVD 88     -       176.732  (meters)     579.83   (feet)  ADJUSTED  
 EV2698  ___________________________________________________________________
 EV2698  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EV2698  DYNAMIC HT  -         176.539 (meters)     579.20  (feet)  COMP
 EV2698  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 EV2698
 EV2698  VERT ORDER  -  FIRST     CLASS I
 EV2698
 EV2698.The horizontal coordinates were scaled from a topographic map and have
 EV2698.an estimated accuracy of +/- 6 seconds.
 EV2698
 EV2698.The orthometric height was determined by differential leveling
 EV2698.and adjusted in February 1997.
 EV2698
 EV2698.The geoid height was determined by GEOID03.
 EV2698
 EV2698.The dynamic height is computed by dividing the NAVD 88
 EV2698.geopotential number by the normal gravity value computed on the
 EV2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2698.degrees latitude (g = 980.6199 gals.).
 EV2698
 EV2698.The modeled gravity was interpolated from observed gravity values.
 EV2698
 EV2698;                    North         East    Units  Estimated Accuracy
 EV2698;SPC CA 5     -   557,720.    2,014,750.      MT  (+/- 180 meters Scaled)
 EV2698
 EV2698                          SUPERSEDED SURVEY CONTROL
 EV2698
 EV2698  NAVD 88 (02/01/93)  176.738  (m)          579.85   (f) UNKNOWN     1 1
 EV2698  NGVD 29 (??/??/92)  175.987  (m)          577.38   (f) ADJ UNCH    1 1
 EV2698
 EV2698.Superseded values are not recommended for survey control.
 EV2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2698.See file dsdata.txt to determine how the superseded data were derived.
 EV2698
 EV2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT224647(NAD 83)
 EV2698_MARKER: DD = SURVEY DISK
 EV2698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2698_SP_SET: FLOOD CONTROL WALL
 EV2698_STAMPING: BM 103-00005
 EV2698_MARK LOGO: LACFCD
 EV2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV2698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2698+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1994
 EV2698
 EV2698  HISTORY     - Date     Condition        Report By
 EV2698  HISTORY     - UNK      MONUMENTED       LACFCD
 EV2698  HISTORY     - 1968     GOOD             NGS
 EV2698  HISTORY     - 1978     GOOD             NGS
 EV2698  HISTORY     - 19940421 GOOD             MWDSC
 EV2698
 EV2698                          STATION DESCRIPTION
 EV2698
 EV2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2698'1 MI NE FROM WALNUT.
 EV2698'WALNUT, 1 MI NE OF THE CITY HALL, VALLEY BLVD AND OLD BREA
 EV2698'CANYON ROAD, 110.4 FT S OF THE CENTER LINE OF VALLEY BLVD, 21.2
 EV2698'FEET NE OF THE CENTER LINE OF OLD BREA CANYON ROAD.  SET IN
 EV2698'THE TOP OF THE N WALL OF THE FLOOD CONTROL CHANNEL 5.0 FT NE OF
 EV2698'THE NE CORNER OF THE BRIDGE.
 EV2698
 EV2698                          STATION RECOVERY (1978)
 EV2698
 EV2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2698'RECOVERED IN GOOD CONDITION.
 EV2698
 EV2698                          STATION RECOVERY (1994)
 EV2698
 EV2698'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV2698'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 024.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0567 ***********************************************************************
 EW0567  DESIGNATION -  103 11 LA CO
 EW0567  PID         -  EW0567
 EW0567  STATE/COUNTY-  CA/LOS ANGELES
 EW0567  USGS QUAD   -  LANCASTER WEST (1974)
 EW0567
 EW0567                         *CURRENT SURVEY CONTROL
 EW0567  ___________________________________________________________________
 EW0567* NAD 83(1986)-  34 44 49.     (N)    118 14 14.     (W)     SCALED    
 EW0567* NAVD 88     -       718.41   (+/-2cm)    2357.0    (feet)  VERTCON   
 EW0567  ___________________________________________________________________
 EW0567  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EW0567  VERT ORDER  -  THIRD (See Below)
 EW0567
 EW0567.The horizontal coordinates were scaled from a topographic map and have
 EW0567.an estimated accuracy of +/- 6 seconds.
 EW0567
 EW0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0567.The vertical order pertains to the NGVD 29 superseded value.
 EW0567
 EW0567.The geoid height was determined by GEOID03.
 EW0567
 EW0567;                    North         East    Units  Estimated Accuracy
 EW0567;SPC CA 5     -   638,340.    1,978,280.      MT  (+/- 180 meters Scaled)
 EW0567
 EW0567                          SUPERSEDED SURVEY CONTROL
 EW0567
 EW0567  NGVD 29 (??/??/??)  717.56   (m)         2354.2    (f) RESET       3  
 EW0567
 EW0567.Superseded values are not recommended for survey control.
 EW0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0567.See file dsdata.txt to determine how the superseded data were derived.
 EW0567
 EW0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU867456(NAD 83)
 EW0567_MARKER: DD = SURVEY DISK
 EW0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0567_STAMPING: 103-11 1957 5869 BM
 EW0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0567+STABILITY: SURFACE MOTION
 EW0567
 EW0567  HISTORY     - Date     Condition        Report By
 EW0567  HISTORY     - 1957     MONUMENTED       CA-037
 EW0567  HISTORY     - 1961     GOOD             NGS
 EW0567
 EW0567                          STATION DESCRIPTION
 EW0567
 EW0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0567'8.6 MI NW FROM LANCASTER.
 EW0567'5.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0567'6 AT LANCASTER, THENCE 3.0 MILES NORTH ALONG 60TH STREET WEST,
 EW0567'AT THE INTERSECTION OF AVENUE F, 76 FEET EAST OF THE CENTER
 EW0567'LINE OF THE STREET, 32 FEET SOUTH OF THE CENTER LINE OF THE
 EW0567'AVENUE, 47 FEET NORTHEAST OF POWER LINE POLE 1355394E, 23 FEET
 EW0567'WEST OF POWER LINE POLE 10012-03E, 1.0 FOOT NORTH OF A WITNESS
 EW0567'POST, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND SET IN THE TOP OF A
 EW0567'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0563 ***********************************************************************
 EW0563  DESIGNATION -  103 16 LA CO
 EW0563  PID         -  EW0563
 EW0563  STATE/COUNTY-  CA/LOS ANGELES
 EW0563  USGS QUAD   -  LANCASTER WEST (1974)
 EW0563
 EW0563                         *CURRENT SURVEY CONTROL
 EW0563  ___________________________________________________________________
 EW0563* NAD 83(1986)-  34 42 38.     (N)    118 14 12.     (W)     SCALED    
 EW0563* NAVD 88     -       718.00   (+/-2cm)    2355.6    (feet)  VERTCON   
 EW0563  ___________________________________________________________________
 EW0563  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EW0563  VERT ORDER  -  THIRD (See Below)
 EW0563
 EW0563.The horizontal coordinates were scaled from a topographic map and have
 EW0563.an estimated accuracy of +/- 6 seconds.
 EW0563
 EW0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0563.The vertical order pertains to the NGVD 29 superseded value.
 EW0563
 EW0563.The geoid height was determined by GEOID03.
 EW0563
 EW0563;                    North         East    Units  Estimated Accuracy
 EW0563;SPC CA 5     -   634,310.    1,978,320.      MT  (+/- 180 meters Scaled)
 EW0563
 EW0563                          SUPERSEDED SURVEY CONTROL
 EW0563
 EW0563  NGVD 29 (??/??/??)  717.16   (m)         2352.9    (f) RESET       3  
 EW0563
 EW0563.Superseded values are not recommended for survey control.
 EW0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0563.See file dsdata.txt to determine how the superseded data were derived.
 EW0563
 EW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU867416(NAD 83)
 EW0563_MARKER: DD = SURVEY DISK
 EW0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0563_STAMPING: 103-16 5869 BM
 EW0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0563+STABILITY: SURFACE MOTION
 EW0563
 EW0563  HISTORY     - Date     Condition        Report By
 EW0563  HISTORY     - UNK      MONUMENTED       CA-037
 EW0563  HISTORY     - 1961     GOOD             NGS
 EW0563
 EW0563                          STATION DESCRIPTION
 EW0563
 EW0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0563'6 MI W FROM LANCASTER.
 EW0563'5.55 MILES WEST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0563'6 AT LANCASTER, THENCE 0.5 MILE NORTH ALONG 60TH STREET WEST,
 EW0563'AT THE JUNCTION OF A DIRT ROAD LEADING EAST, 53 FEET SOUTHEAST
 EW0563'OF THE CENTER OF THE JUNCTION, 42 FEET EAST OF THE CENTER LINE
 EW0563'OF THE STREET, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 EW0563'54.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE,
 EW0563'3 1/2 FEET EAST OF POWER LINE POLE 955519E WITH A GUY WIRE, 1.0
 EW0563'FOOT WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE STREET,
 EW0563'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW0563'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9462 ***********************************************************************
 EW9462  DESIGNATION -  103 3
 EW9462  PID         -  EW9462
 EW9462  STATE/COUNTY-  CA/VENTURA
 EW9462  USGS QUAD   -  CAMARILLO (1967)
 EW9462
 EW9462                         *CURRENT SURVEY CONTROL
 EW9462  ___________________________________________________________________
 EW9462* NAD 83(1986)-  34 11 48.     (N)    119 04 44.     (W)     SCALED    
 EW9462* NAVD 88     -        16.446  (meters)      53.96   (feet)  ADJUSTED  
 EW9462  ___________________________________________________________________
 EW9462  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 EW9462  DYNAMIC HT  -          16.430 (meters)      53.90  (feet)  COMP
 EW9462  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EW9462
 EW9462  VERT ORDER  -  FIRST     CLASS II
 EW9462
 EW9462.The horizontal coordinates were scaled from a topographic map and have
 EW9462.an estimated accuracy of +/- 6 seconds.
 EW9462
 EW9462.The orthometric height was determined by differential leveling
 EW9462.and adjusted in June 1991.
 EW9462
 EW9462.The geoid height was determined by GEOID03.
 EW9462
 EW9462.The dynamic height is computed by dividing the NAVD 88
 EW9462.geopotential number by the normal gravity value computed on the
 EW9462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9462.degrees latitude (g = 980.6199 gals.).
 EW9462
 EW9462.The modeled gravity was interpolated from observed gravity values.
 EW9462
 EW9462;                    North         East    Units  Estimated Accuracy
 EW9462;SPC CA 5     -   577,810.    1,900,560.      MT  (+/- 180 meters Scaled)
 EW9462
 EW9462                          SUPERSEDED SURVEY CONTROL
 EW9462
 EW9462.No superseded survey control is available for this station.
 EW9462
 EW9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT084859(NAD 83)
 EW9462_MARKER: DB = BENCH MARK DISK
 EW9462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9462_SP_SET: CONCRETE POST
 EW9462_STAMPING: 103-3 1970
 EW9462_MARK LOGO: CA-111
 EW9462_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9462+STABILITY: SURFACE MOTION
 EW9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9462+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1989
 EW9462
 EW9462  HISTORY     - Date     Condition        Report By
 EW9462  HISTORY     - 1970     MONUMENTED       CA-111
 EW9462  HISTORY     - 19890503 GOOD             NGS
 EW9462
 EW9462                          STATION DESCRIPTION
 EW9462
 EW9462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9462'5.0 KM (3.10 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW9462'FROM ITS JUNCTION WITH U.S. HIGHWAY 101 OVERPASS BRIDGE IN
 EW9462'CAMARILLO, 1.6 KM (1.00 MI) EAST OF WOOD ROAD.  20.6 M (67.6 FT)
 EW9462'NORTH OF THE CENTERLINE OF STATE HIGHWAY 34, 3.4 M (11.2 FT) SOUTH OF
 EW9462'THE NEAR RAIL, 0.2 M (0.7 FT) BELOW THE GROUND SURFACE AND LEVEL WITH
 EW9462'THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0341 ***********************************************************************
 DY0341  DESIGNATION -  103 C OF LB
 DY0341  PID         -  DY0341
 DY0341  STATE/COUNTY-  CA/LOS ANGELES
 DY0341  USGS QUAD   -  LONG BEACH (1981)
 DY0341
 DY0341                         *CURRENT SURVEY CONTROL
 DY0341  ___________________________________________________________________
 DY0341* NAD 83(1986)-  33 47 51.     (N)    118 09 06.     (W)     SCALED    
 DY0341* NAVD 88     -        20.80   (+/-2cm)      68.2    (feet)  VERTCON   
 DY0341  ___________________________________________________________________
 DY0341  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0341  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0341
 DY0341.The horizontal coordinates were scaled from a topographic map and have
 DY0341.an estimated accuracy of +/- 6 seconds.
 DY0341
 DY0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0341.The vertical order pertains to the NGVD 29 superseded value.
 DY0341
 DY0341.The geoid height was determined by GEOID03.
 DY0341
 DY0341;                    North         East    Units  Estimated Accuracy
 DY0341;SPC CA 5     -   533,010.    1,985,950.      MT  (+/- 180 meters Scaled)
 DY0341
 DY0341                          SUPERSEDED SURVEY CONTROL
 DY0341
 DY0341  NGVD 29 (??/??/92)   20.029  (m)           65.71   (f) ADJ UNCH    1 2
 DY0341
 DY0341.Superseded values are not recommended for survey control.
 DY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0341.See file dsdata.txt to determine how the superseded data were derived.
 DY0341
 DY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT933403(NAD 83)
 DY0341_MARKER: DD = SURVEY DISK
 DY0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0341_STAMPING: BM NO 103 NO 103
 DY0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0341+STABILITY: SURFACE MOTION
 DY0341
 DY0341  HISTORY     - Date     Condition        Report By
 DY0341  HISTORY     - UNK      MONUMENTED       CA1970
 DY0341  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0341  HISTORY     - 20061028 MARK NOT FOUND   GEOCAC
 DY0341
 DY0341                          STATION DESCRIPTION
 DY0341
 DY0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0341'AT LONG BEACH.
 DY0341'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF EAST
 DY0341'HILL STREET AND NEWPORT AVENUE, 36 FEET NORTH OF THE CENTERLINE
 DY0341'OF THE STREET, 26 FEET WEST OF THE CENTERLINE OF THE AVENUE, AND
 DY0341'8 FEET NORTH OF THE SOUTHEAST CORNER GATE OF A PIPE YARD.  A
 DY0341'CITY OF LONG BEACH STANDARD DISK, STAMPED BM NO 103 NO 103 (ONE
 DY0341'NO 103 ALMOST COMPLETELY OBLITERATED) AND SET IN THE TOP OF A
 DY0341'CONCRETE POST 0.5 FOOT UNDER GROUND.  ACCESS TO WHICH IS HAD
 DY0341'THROUGH A 6-INCH IRON PIPE WITH A COVER MARKED LBBM.
 DY0341
 DY0341                          STATION RECOVERY (2006)
 DY0341
 DY0341'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0341'FOUND A MARK STAMPED C.L.B. B.M. 103 1970 C.E. 3111. CONTACTED THE
 DY0341'CITY ENGINEER FOR LONG BEACH WHO FAXED ME CITY BENCHMARK LOGS. I
 DY0341'CONFIRMED FROM THIS INFORMATION THAT DY0341 WAS DESTROYED AFTER 1961
 DY0341'AND BEFORE 1970. THE MARK FOUND IS A RESET OF C OF LB 103 MONUMENTED
 DY0341'IN 1970 AND NOT DY0341.  THE RESET MARK IS ABOUT 20 FEET SE OF WHERE
 DY0341'THE ORIGINAL MARK WOULD HAVE BEEN AND IS SET FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1586 ***********************************************************************
 DX1586  DESIGNATION -  103 SB
 DX1586  PID         -  DX1586
 DX1586  STATE/COUNTY-  CA/ORANGE
 DX1586  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1586
 DX1586                         *CURRENT SURVEY CONTROL
 DX1586  ___________________________________________________________________
 DX1586* NAD 83(1986)-  33 30 05.     (N)    117 39 49.     (W)     SCALED    
 DX1586* NAVD 88     -        32.29   (+/-2cm)     105.9    (feet)  VERTCON   
 DX1586  ___________________________________________________________________
 DX1586  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DX1586  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1586
 DX1586.The horizontal coordinates were scaled from a topographic map and have
 DX1586.an estimated accuracy of +/- 6 seconds.
 DX1586
 DX1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1586.The vertical order pertains to the NGVD 29 superseded value.
 DX1586
 DX1586.The geoid height was determined by GEOID03.
 DX1586
 DX1586;                    North         East    Units  Estimated Accuracy
 DX1586;SPC CA 6     -   648,920.    1,868,660.      MT  (+/- 180 meters Scaled)
 DX1586
 DX1586                          SUPERSEDED SURVEY CONTROL
 DX1586
 DX1586  NGVD 29 (??/??/??)   31.596  (m)          103.66   (f) ADJUSTED    1 2
 DX1586
 DX1586.Superseded values are not recommended for survey control.
 DX1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1586.See file dsdata.txt to determine how the superseded data were derived.
 DX1586
 DX1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT383070(NAD 83)
 DX1586_MARKER: P = PIPE CAP
 DX1586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1586_STAMPING: 103 SB
 DX1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1586
 DX1586  HISTORY     - Date     Condition        Report By
 DX1586  HISTORY     - UNK      MONUMENTED       USGS
 DX1586  HISTORY     - 1955     GOOD             NGS
 DX1586  HISTORY     - 1974     GOOD             CA-059
 DX1586  HISTORY     - 19960321 MARK NOT FOUND   USPSQD
 DX1586
 DX1586                          STATION DESCRIPTION
 DX1586
 DX1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1586'AT SAN JUAN CAPISTRANO.
 DX1586'AT SAN JUAN CAPISTRANO, AT THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1586'STATION, 16.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 DX1586'BRICK PILLAR, IN THE NORTHWEST CORNER OF A SMALL PARK ENCLOSED BY
 DX1586'A STEEL-PIPE FENCE WITH ORNAMENTAL BRICK POSTS, 17.6 FEET EAST
 DX1586'OF THE EAST RAIL OF THE MAIN TRACK, 2.9 FEET EAST OF THE WEST FENCE,
 DX1586'1.8 FEET SOUTH OF THE NORTH FENCE, ABOUT 1/2 FOOT LOWER THAN THE
 DX1586'TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH HAS
 DX1586'BEEN ENCASED BY A CONCRETE POST AND PROJECTS 1.0 FOOT ABOVE THE
 DX1586'GROUND.
 DX1586
 DX1586                          STATION RECOVERY (1974)
 DX1586
 DX1586'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1586'RECOVERED IN GOOD CONDITION.
 DX1586
 DX1586                          STATION RECOVERY (1996)
 DX1586
 DX1586'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0175 ***********************************************************************
 DY0175  DESIGNATION -  103 USN
 DY0175  PID         -  DY0175
 DY0175  STATE/COUNTY-  CA/LOS ANGELES
 DY0175  USGS QUAD   -  LONG BEACH (1981)
 DY0175
 DY0175                         *CURRENT SURVEY CONTROL
 DY0175  ___________________________________________________________________
 DY0175* NAD 83(1986)-  33 45 13.     (N)    118 13 33.     (W)     SCALED    
 DY0175* NAVD 88     -         3.48   (+/-2cm)      11.4    (feet)  VERTCON   
 DY0175  ___________________________________________________________________
 DY0175  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0175  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0175
 DY0175.The horizontal coordinates were scaled from a topographic map and have
 DY0175.an estimated accuracy of +/- 6 seconds.
 DY0175
 DY0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0175.The vertical order pertains to the NGVD 29 superseded value.
 DY0175
 DY0175.The geoid height was determined by GEOID03.
 DY0175
 DY0175;                    North         East    Units  Estimated Accuracy
 DY0175;SPC CA 5     -   528,160.    1,979,080.      MT  (+/- 180 meters Scaled)
 DY0175
 DY0175                          SUPERSEDED SURVEY CONTROL
 DY0175
 DY0175  NGVD 29 (??/??/92)    2.660  (m)            8.73   (f) ADJ UNCH    1 2
 DY0175
 DY0175.Superseded values are not recommended for survey control.
 DY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0175.See file dsdata.txt to determine how the superseded data were derived.
 DY0175
 DY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864355(NAD 83)
 DY0175_MARKER: B = BOLT
 DY0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0175_SP_SET: CURB
 DY0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0175
 DY0175  HISTORY     - Date     Condition        Report By
 DY0175  HISTORY     - UNK      MONUMENTED       DOD
 DY0175  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0175
 DY0175                          STATION DESCRIPTION
 DY0175
 DY0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0175'AT LONG BEACH.
 DY0175'ON TERMINAL ISLAND, AT ROOSEVELT BASE, AT THE DRYDOCK AREA, AT
 DY0175'THE SOUTHEAST (OUTER) CORNER OF PIER 1, 2 FEET NORTH OF THE
 DY0175'SOUTH END, AND IN THE TOP OF THE EAST CURB.  THE TOP OF A BOLT
 DY0175'IN A LEAD PLUG.  NOTE-- THE PIER HAD BEEN BUILT UP ABOUT 4
 DY0175'YEARS AGO.  IT APPEARS THAT THE MARK IS EITHER DESTROYED OR BURIED
 DY0175'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0576 ***********************************************************************
 GU0576  DESIGNATION -  103.21 RESET 1966
 GU0576  PID         -  GU0576
 GU0576  STATE/COUNTY-  CA/FRESNO
 GU0576  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0576
 GU0576                         *CURRENT SURVEY CONTROL
 GU0576  ___________________________________________________________________
 GU0576* NAD 83(1986)-  36 52 24.     (N)    120 33 30.     (W)     SCALED    
 GU0576* NAVD 88     -        50.32   (+/-2cm)     165.1    (feet)  VERTCON   
 GU0576  ___________________________________________________________________
 GU0576  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GU0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0576
 GU0576.The horizontal coordinates were scaled from a topographic map and have
 GU0576.an estimated accuracy of +/- 6 seconds.
 GU0576
 GU0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0576.The vertical order pertains to the NGVD 29 superseded value.
 GU0576
 GU0576.The geoid height was determined by GEOID03.
 GU0576
 GU0576;                    North         East    Units  Estimated Accuracy
 GU0576;SPC CA 4     -   672,010.    1,861,070.      MT  (+/- 180 meters Scaled)
 GU0576
 GU0576                          SUPERSEDED SURVEY CONTROL
 GU0576
 GU0576  NGVD 29 (??/??/92)   49.638  (m)          162.85   (f) ADJ UNCH    2 0
 GU0576
 GU0576.Superseded values are not recommended for survey control.
 GU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0576.See file dsdata.txt to determine how the superseded data were derived.
 GU0576
 GU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF176836(NAD 83)
 GU0576_MARKER: DD = SURVEY DISK
 GU0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0576_SP_SET: INLET
 GU0576_STAMPING: 103.21
 GU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0576
 GU0576  HISTORY     - Date     Condition        Report By
 GU0576  HISTORY     - UNK      MONUMENTED       BOR
 GU0576  HISTORY     - 1966     GOOD             NGS
 GU0576  HISTORY     - 1972     GOOD             NGS
 GU0576
 GU0576                          STATION DESCRIPTION
 GU0576
 GU0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0576'4.6 MI NW FROM SONORA.
 GU0576'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA,
 GU0576'THENCE 4.4 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST LEVEE
 GU0576'OF DELTA-MENDOTA CANAL, 5.7 MILES SOUTHEAST OF ORO LOMA, 0.3
 GU0576'MILE EAST OF THE CROSSING OF FAIRFAX AVENUE AND BRIDGE 102.93
 GU0576'OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 GU0576'HEAD WALL OF INLET STRUCTURE D.I. 103.21, 30 FEET SOUTH OF THE
 GU0576'CENTER LINE OF THE ROAD, AND ABOUT 9 FEET LOWER THAN THE ROAD.
 GU0576
 GU0576                          STATION RECOVERY (1972)
 GU0576
 GU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0575 ***********************************************************************
 GU0575  DESIGNATION -  103.21 USBR
 GU0575  PID         -  GU0575
 GU0575  STATE/COUNTY-  CA/FRESNO
 GU0575  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0575
 GU0575                         *CURRENT SURVEY CONTROL
 GU0575  ___________________________________________________________________
 GU0575* NAD 83(1986)-  36 52 24.     (N)    120 33 31.     (W)     SCALED    
 GU0575* NAVD 88     -        50.12   (+/-2cm)     164.4    (feet)  VERTCON   
 GU0575  ___________________________________________________________________
 GU0575  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GU0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0575
 GU0575.The horizontal coordinates were scaled from a topographic map and have
 GU0575.an estimated accuracy of +/- 6 seconds.
 GU0575
 GU0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0575.The vertical order pertains to the NGVD 29 superseded value.
 GU0575
 GU0575.The geoid height was determined by GEOID03.
 GU0575
 GU0575;                    North         East    Units  Estimated Accuracy
 GU0575;SPC CA 4     -   672,010.    1,861,050.      MT  (+/- 180 meters Scaled)
 GU0575
 GU0575                          SUPERSEDED SURVEY CONTROL
 GU0575
 GU0575  NGVD 29 (??/??/92)   49.430  (m)          162.17   (f) ADJ UNCH    2 0
 GU0575
 GU0575.Superseded values are not recommended for survey control.
 GU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0575.See file dsdata.txt to determine how the superseded data were derived.
 GU0575
 GU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF176836(NAD 83)
 GU0575_MARKER: DD = SURVEY DISK
 GU0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0575_SP_SET: DRAIN INLET
 GU0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0575
 GU0575  HISTORY     - Date     Condition        Report By
 GU0575  HISTORY     - UNK      MONUMENTED       BOR
 GU0575  HISTORY     - 1955     GOOD             NGS
 GU0575  HISTORY     - 1966     GOOD             NGS
 GU0575
 GU0575                          STATION DESCRIPTION
 GU0575
 GU0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0575'4.6 MI NW FROM SONORA.
 GU0575'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA,
 GU0575'THENCE 4.4 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE
 GU0575'SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, 5.7 MILES SOUTHEAST OF
 GU0575'ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 103.21, IN THE
 GU0575'TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 16 FEET
 GU0575'(SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND
 GU0575'ABOUT 6 FEET LOWER THAN THE ROAD.
 GU0575
 GU0575                          STATION RECOVERY (1966)
 GU0575
 GU0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1522 ***********************************************************************
 HS1522  DESIGNATION -  103.392
 HS1522  PID         -  HS1522
 HS1522  STATE/COUNTY-  CA/STANISLAUS
 HS1522  USGS QUAD   -  TURLOCK (1976)
 HS1522
 HS1522                         *CURRENT SURVEY CONTROL
 HS1522  ___________________________________________________________________
 HS1522* NAD 83(1986)-  37 29 15.     (N)    120 50 21.     (W)     SCALED    
 HS1522* NAVD 88     -        32.13   (+/-2cm)     105.4    (feet)  VERTCON   
 HS1522  ___________________________________________________________________
 HS1522  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS1522  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1522
 HS1522.The horizontal coordinates were scaled from a topographic map and have
 HS1522.an estimated accuracy of +/- 6 seconds.
 HS1522
 HS1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1522.The vertical order pertains to the NGVD 29 superseded value.
 HS1522
 HS1522.The geoid height was determined by GEOID03.
 HS1522
 HS1522;                    North         East    Units  Estimated Accuracy
 HS1522;SPC CA 3     -   609,650.    1,970,010.      MT  (+/- 180 meters Scaled)
 HS1522
 HS1522                          SUPERSEDED SURVEY CONTROL
 HS1522
 HS1522  NGVD 29 (??/??/92)   31.435  (m)          103.13   (f) ADJ UNCH    1 2
 HS1522
 HS1522.Superseded values are not recommended for survey control.
 HS1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1522.See file dsdata.txt to determine how the superseded data were derived.
 HS1522
 HS1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG910511(NAD 83)
 HS1522_MARKER: P = PIPE CAP
 HS1522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1522_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1522_STAMPING: 103.392 B 1901
 HS1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1522
 HS1522  HISTORY     - Date     Condition        Report By
 HS1522  HISTORY     - 1901     MONUMENTED       USGS
 HS1522  HISTORY     - 1958     GOOD             NGS
 HS1522  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS1522
 HS1522                          STATION DESCRIPTION
 HS1522
 HS1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1522'0.6 MI SE FROM TURLOCK.
 HS1522'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1522'FROM THE STATION AT TURLOCK, IN R10E T5S S23, AT THE T JUNCTION
 HS1522'OF SOUTH FIRST AND G STREETS, DIRECTLY ACROSS FIRST STREET FROM
 HS1522'THE GOODRICH OIL COMPANY BULK STATION, IN LINE WITH A ROW OF
 HS1522'TELEPHONE POLES, 72 FEET NORTHWEST OF THE EXTENDED CENTER LINE
 HS1522'OF G STREET, 46 FEET SOUTHWEST AND ACROSS A SIDE TRACK FROM THE
 HS1522'SOUTHWEST RAIL, 29 FEET NORTHEAST OF THE CENTER LINE OF FIRST
 HS1522'STREET, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 HS1522'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 HS1522'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 HS1522
 HS1522                          STATION RECOVERY (1988)
 HS1522
 HS1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1522'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0140 ***********************************************************************
 GU0140  DESIGNATION -  103.40 L USBR
 GU0140  PID         -  GU0140
 GU0140  STATE/COUNTY-  CA/FRESNO
 GU0140  USGS QUAD   -  CHOUNET RANCH (1971)
 GU0140
 GU0140                         *CURRENT SURVEY CONTROL
 GU0140  ___________________________________________________________________
 GU0140* NAD 83(1986)-  36 44 32.     (N)    120 39 01.     (W)     SCALED    
 GU0140* NAVD 88     -       103.78   (+/-2cm)     340.5    (feet)  VERTCON   
 GU0140  ___________________________________________________________________
 GU0140  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0140  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0140
 GU0140.The horizontal coordinates were scaled from a topographic map and have
 GU0140.an estimated accuracy of +/- 6 seconds.
 GU0140
 GU0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0140.The vertical order pertains to the NGVD 29 superseded value.
 GU0140
 GU0140.The geoid height was determined by GEOID03.
 GU0140
 GU0140;                    North         East    Units  Estimated Accuracy
 GU0140;SPC CA 4     -   657,600.    1,852,630.      MT  (+/- 180 meters Scaled)
 GU0140
 GU0140                          SUPERSEDED SURVEY CONTROL
 GU0140
 GU0140  NGVD 29 (??/??/92)  102.980  (m)          337.86   (f) ADJ UNCH    1 1
 GU0140
 GU0140.Superseded values are not recommended for survey control.
 GU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0140.See file dsdata.txt to determine how the superseded data were derived.
 GU0140
 GU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF097688(NAD 83)
 GU0140_MARKER: DD = SURVEY DISK
 GU0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0140_SP_SET: TURNOUT RETAINING WALL
 GU0140_STAMPING: 103.40 L
 GU0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0140
 GU0140  HISTORY     - Date     Condition        Report By
 GU0140  HISTORY     - UNK      MONUMENTED       BOR
 GU0140  HISTORY     - 1967     GOOD             NGS
 GU0140  HISTORY     - 1969     GOOD             NGS
 GU0140
 GU0140                          STATION DESCRIPTION
 GU0140
 GU0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0140'16.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0140'16.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0140'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E
 GU0140'T14S, SECTION 3, ALONG HE NORTHEAST LEVEE OF THE CANAL, IN THE
 GU0140'TOP OF THE CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE,
 GU0140'16 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 0.3
 GU0140'FOOT NORTHWEST OF THE SOUTHEAST END OF THE WALL, AND ABOUT LEVEL
 GU0140'WITH THE ROAD.
 GU0140
 GU0140                          STATION RECOVERY (1969)
 GU0140
 GU0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0141 ***********************************************************************
 GU0141  DESIGNATION -  103.40 R
 GU0141  PID         -  GU0141
 GU0141  STATE/COUNTY-  CA/FRESNO
 GU0141  USGS QUAD   -  CHOUNET RANCH (1971)
 GU0141
 GU0141                         *CURRENT SURVEY CONTROL
 GU0141  ___________________________________________________________________
 GU0141* NAD 83(1986)-  36 44 31.     (N)    120 39 04.     (W)     SCALED    
 GU0141* NAVD 88     -       103.659  (meters)     340.09   (feet)  ADJUSTED  
 GU0141  ___________________________________________________________________
 GU0141  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0141  DYNAMIC HT  -         103.572 (meters)     339.80  (feet)  COMP
 GU0141  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 GU0141
 GU0141  VERT ORDER  -  FIRST     CLASS I
 GU0141
 GU0141.The horizontal coordinates were scaled from a topographic map and have
 GU0141.an estimated accuracy of +/- 6 seconds.
 GU0141
 GU0141.The orthometric height was determined by differential leveling
 GU0141.and adjusted in June 1991.
 GU0141
 GU0141.The geoid height was determined by GEOID03.
 GU0141
 GU0141.The dynamic height is computed by dividing the NAVD 88
 GU0141.geopotential number by the normal gravity value computed on the
 GU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0141.degrees latitude (g = 980.6199 gals.).
 GU0141
 GU0141.The modeled gravity was interpolated from observed gravity values.
 GU0141
 GU0141;                    North         East    Units  Estimated Accuracy
 GU0141;SPC CA 4     -   657,570.    1,852,550.      MT  (+/- 180 meters Scaled)
 GU0141
 GU0141                          SUPERSEDED SURVEY CONTROL
 GU0141
 GU0141  NGVD 29 (??/??/92)  102.830  (m)          337.37   (f) ADJ UNCH    1 1
 GU0141
 GU0141.Superseded values are not recommended for survey control.
 GU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0141.See file dsdata.txt to determine how the superseded data were derived.
 GU0141
 GU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF097688(NAD 83)
 GU0141_MARKER: DD = SURVEY DISK
 GU0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0141_SP_SET: HEADWALL
 GU0141_STAMPING: 103.40 R
 GU0141_MARK LOGO: BOR   
 GU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0141+STABILITY: SURFACE MOTION
 GU0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0141+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0141
 GU0141  HISTORY     - Date     Condition        Report By
 GU0141  HISTORY     - UNK      MONUMENTED       BOR
 GU0141  HISTORY     - 1967     GOOD             NGS
 GU0141  HISTORY     - 1975     GOOD             NGS
 GU0141  HISTORY     - 19891128 GOOD             NGS
 GU0141
 GU0141                          STATION DESCRIPTION
 GU0141
 GU0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0141'16.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0141'16.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0141'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0141'R12E T14S, SECTION 3, IN THE TOP OF A CONCRETE RETAINING WALL
 GU0141'FOR A TURNOUT STRUCTURE, 13 FEET NORTHEAST OF THE CENTER LINE
 GU0141'OF THE ROAD.  0.3 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 GU0141'WALL, AND ABOUT LEVEL WITH THE ROAD.
 GU0141
 GU0141                          STATION RECOVERY (1975)
 GU0141
 GU0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0141'RECOVERED IN GOOD CONDITION.
 GU0141
 GU0141                          STATION RECOVERY (1989)
 GU0141
 GU0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9236 ***********************************************************************
 JT9236  DESIGNATION -  1030
 JT9236  PID         -  JT9236
 JT9236  STATE/COUNTY-  CA/NAPA
 JT9236  USGS QUAD   -  NAPA (1980)
 JT9236
 JT9236                         *CURRENT SURVEY CONTROL
 JT9236  ___________________________________________________________________
 JT9236* NAD 83(1986)-  38 18 00.     (N)    122 18 34.     (W)     SCALED    
 JT9236* NAVD 88     -        19.76   (+/-2cm)      64.8    (feet)  VERTCON   
 JT9236  ___________________________________________________________________
 JT9236  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9236  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9236
 JT9236.The horizontal coordinates were scaled from a topographic map and have
 JT9236.an estimated accuracy of +/- 6 seconds.
 JT9236
 JT9236.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9236.The vertical order pertains to the NGVD 29 superseded value.
 JT9236
 JT9236.The geoid height was determined by GEOID03.
 JT9236
 JT9236;                    North         East    Units  Estimated Accuracy
 JT9236;SPC CA 2     -   570,350.    1,972,930.      MT  (+/- 180 meters Scaled)
 JT9236
 JT9236                          SUPERSEDED SURVEY CONTROL
 JT9236
 JT9236  NGVD 29 (??/??/92)   18.981  (m)           62.27   (f) ADJ UNCH    2 2
 JT9236
 JT9236.Superseded values are not recommended for survey control.
 JT9236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9236.See file dsdata.txt to determine how the superseded data were derived.
 JT9236
 JT9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603393(NAD 83)
 JT9236_MARKER: B = BOLT
 JT9236_SETTING: 0 = UNSPECIFIED SETTING
 JT9236_MARK LOGO: NONE  
 JT9236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9236
 JT9236  HISTORY     - Date     Condition        Report By
 JT9236  HISTORY     - 1971     MONUMENTED       CA2330
 JT9236
 JT9236                          STATION DESCRIPTION
 JT9236
 JT9236'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9236'ALONG FIRST STREET, 500 FT (152.4 M) EAST OF CHELSEA AT CHRISTIAN
 JT9236'CHURCH, ON SOUTH SIDE, 20 FT (6.1 M) WEST OF DRIVEWAY, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9237 ***********************************************************************
 JT9237  DESIGNATION -  1031
 JT9237  PID         -  JT9237
 JT9237  STATE/COUNTY-  CA/NAPA
 JT9237  USGS QUAD   -  NAPA (1980)
 JT9237
 JT9237                         *CURRENT SURVEY CONTROL
 JT9237  ___________________________________________________________________
 JT9237* NAD 83(1986)-  38 18 00.     (N)    122 18 22.     (W)     SCALED    
 JT9237* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 JT9237  ___________________________________________________________________
 JT9237  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9237  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9237
 JT9237.The horizontal coordinates were scaled from a topographic map and have
 JT9237.an estimated accuracy of +/- 6 seconds.
 JT9237
 JT9237.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9237.The vertical order pertains to the NGVD 29 superseded value.
 JT9237
 JT9237.The geoid height was determined by GEOID03.
 JT9237
 JT9237;                    North         East    Units  Estimated Accuracy
 JT9237;SPC CA 2     -   570,350.    1,973,220.      MT  (+/- 180 meters Scaled)
 JT9237
 JT9237                          SUPERSEDED SURVEY CONTROL
 JT9237
 JT9237  NGVD 29 (??/??/92)   17.043  (m)           55.92   (f) ADJ UNCH    2 2
 JT9237
 JT9237.Superseded values are not recommended for survey control.
 JT9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9237.See file dsdata.txt to determine how the superseded data were derived.
 JT9237
 JT9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606393(NAD 83)
 JT9237_MARKER: B = BOLT
 JT9237_SETTING: 0 = UNSPECIFIED SETTING
 JT9237_MARK LOGO: NONE  
 JT9237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9237
 JT9237  HISTORY     - Date     Condition        Report By
 JT9237  HISTORY     - 1971     MONUMENTED       CA2330
 JT9237
 JT9237                          STATION DESCRIPTION
 JT9237
 JT9237'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9237'AT INTERSECTION OF FIRST STREET AND FREEWAY DRIVE, A BRASS BOLT IN THE
 JT9237'NORTHEAST CORNER AT END OF FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1819 ***********************************************************************
 JT1819  DESIGNATION -  1032
 JT1819  PID         -  JT1819
 JT1819  STATE/COUNTY-  CA/NAPA
 JT1819  USGS QUAD   -  NAPA (1980)
 JT1819
 JT1819                         *CURRENT SURVEY CONTROL
 JT1819  ___________________________________________________________________
 JT1819* NAD 83(1986)-  38 17 55.     (N)    122 17 56.     (W)     SCALED    
 JT1819* NAVD 88     -        14.05   (+/-2cm)      46.1    (feet)  VERTCON   
 JT1819  ___________________________________________________________________
 JT1819  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1819  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1819
 JT1819.The horizontal coordinates were scaled from a topographic map and have
 JT1819.an estimated accuracy of +/- 6 seconds.
 JT1819
 JT1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1819.The vertical order pertains to the NGVD 29 superseded value.
 JT1819
 JT1819.The geoid height was determined by GEOID03.
 JT1819
 JT1819;                    North         East    Units  Estimated Accuracy
 JT1819;SPC CA 2     -   570,190.    1,973,850.      MT  (+/- 180 meters Scaled)
 JT1819
 JT1819                          SUPERSEDED SURVEY CONTROL
 JT1819
 JT1819  NGVD 29 (??/??/92)   13.274  (m)           43.55   (f) ADJ UNCH    1 1
 JT1819
 JT1819.Superseded values are not recommended for survey control.
 JT1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1819.See file dsdata.txt to determine how the superseded data were derived.
 JT1819
 JT1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613391(NAD 83)
 JT1819_MARKER: B = BOLT
 JT1819_SETTING: 0 = UNSPECIFIED SETTING
 JT1819_MARK LOGO: NONE  
 JT1819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1819
 JT1819  HISTORY     - Date     Condition        Report By
 JT1819  HISTORY     - 1971     MONUMENTED       CA2330
 JT1819
 JT1819                          STATION DESCRIPTION
 JT1819
 JT1819'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1819'ALONG WALNUT STREET, 150 FT (45.7 M) NORTH OF FIRST STREET, ON WEST
 JT1819'SIDE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1816 ***********************************************************************
 JT1816  DESIGNATION -  1033
 JT1816  PID         -  JT1816
 JT1816  STATE/COUNTY-  CA/NAPA
 JT1816  USGS QUAD   -  NAPA (1980)
 JT1816
 JT1816                         *CURRENT SURVEY CONTROL
 JT1816  ___________________________________________________________________
 JT1816* NAD 83(1986)-  38 17 52.     (N)    122 17 49.     (W)     SCALED    
 JT1816* NAVD 88     -        12.37   (+/-2cm)      40.6    (feet)  VERTCON   
 JT1816  ___________________________________________________________________
 JT1816  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1816  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1816
 JT1816.The horizontal coordinates were scaled from a topographic map and have
 JT1816.an estimated accuracy of +/- 6 seconds.
 JT1816
 JT1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1816.The vertical order pertains to the NGVD 29 superseded value.
 JT1816
 JT1816.The geoid height was determined by GEOID03.
 JT1816
 JT1816;                    North         East    Units  Estimated Accuracy
 JT1816;SPC CA 2     -   570,100.    1,974,020.      MT  (+/- 180 meters Scaled)
 JT1816
 JT1816                          SUPERSEDED SURVEY CONTROL
 JT1816
 JT1816  NGVD 29 (??/??/92)   11.593  (m)           38.03   (f) ADJ UNCH    1 1
 JT1816
 JT1816.Superseded values are not recommended for survey control.
 JT1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1816.See file dsdata.txt to determine how the superseded data were derived.
 JT1816
 JT1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH614390(NAD 83)
 JT1816_MARKER: B = BOLT
 JT1816_SETTING: 0 = UNSPECIFIED SETTING
 JT1816_MARK LOGO: NONE  
 JT1816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1816
 JT1816  HISTORY     - Date     Condition        Report By
 JT1816  HISTORY     - 1971     MONUMENTED       CA2330
 JT1816
 JT1816                          STATION DESCRIPTION
 JT1816
 JT1816'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1816'AT FIRST STREET AND 50 FT (15.2 M) WEST OF SEYMOUR, ON THE NORTH SIDE,
 JT1816'A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0246 ***********************************************************************
 GT0246  DESIGNATION -  10330
 GT0246  PID         -  GT0246
 GT0246  STATE/COUNTY-  CA/TULARE
 GT0246  USGS QUAD   -  MOUNT WHITNEY (1994)
 GT0246
 GT0246                         *CURRENT SURVEY CONTROL
 GT0246  ___________________________________________________________________
 GT0246* NAD 83(1986)-  36 33 13.     (N)    118 21 29.     (W)     SCALED    
 GT0246* NAVD 88     -      3149.68   (+/-2cm)   10333.6    (feet)  VERTCON   
 GT0246  ___________________________________________________________________
 GT0246  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 GT0246  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0246
 GT0246.The horizontal coordinates were scaled from a topographic map and have
 GT0246.an estimated accuracy of +/- 6 seconds.
 GT0246
 GT0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0246.The vertical order pertains to the NGVD 29 superseded value.
 GT0246
 GT0246.The geoid height was determined by GEOID03.
 GT0246
 GT0246;                    North         East    Units  Estimated Accuracy
 GT0246;SPC CA 4     -   635,600.    2,057,470.      MT  (+/- 180 meters Scaled)
 GT0246
 GT0246                          SUPERSEDED SURVEY CONTROL
 GT0246
 GT0246  NGVD 29 (??/??/92) 3148.032  (m)        10328.17   (f) ADJ UNCH    1 2
 GT0246
 GT0246.Superseded values are not recommended for survey control.
 GT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0246.See file dsdata.txt to determine how the superseded data were derived.
 GT0246
 GT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA784462(NAD 83)
 GT0246_MARKER: DD = SURVEY DISK
 GT0246_SETTING: 80 = SET IN A BOULDER
 GT0246_SP_SET: BOULDER
 GT0246_STAMPING: 10330 G 1905 7S
 GT0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0246+STABILITY: SURFACE MOTION
 GT0246
 GT0246  HISTORY     - Date     Condition        Report By
 GT0246  HISTORY     - 1905     MONUMENTED       USGS
 GT0246  HISTORY     - 1940     GOOD             NGS
 GT0246
 GT0246                          STATION DESCRIPTION
 GT0246
 GT0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0246'28 MI W FROM LONE PINE.
 GT0246'THE MARK IS LOCATED 28.0 MILES WEST OF LONE PINE BY ROAD AND
 GT0246'TRAIL, 14.3 MILES WEST OF WHITNEY PORTAL BY TRAIL, 6.5 MILES
 GT0246'WEST-NORTHWEST OF WHITNEY PASS BY TRAIL, 1.3 MILES WEST OF
 GT0246'THE MT. WHITNEY RANGER STATION, AT THE JUNCTION OF THE TRAILS
 GT0246'LEADING TO MT. WHITNEY, KERN RIVER, AND WHITNEY CREEK WHICH IS
 GT0246'LOCATED AT CRABTREE MEADOW, 20 FEET SOUTH OF THE TRAIL, 40
 GT0246'FEET SOUTHWEST OF THE CENTERLINE OF THE JUNCTION OF THE
 GT0246'TRAILS.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY B M DISK
 GT0246'SET IN A DRILL HOLE IN A LARGE BOULDER AND IS STAMPED 10330 G 1905
 GT0246'7S.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1814 ***********************************************************************
 JT1814  DESIGNATION -  1034
 JT1814  PID         -  JT1814
 JT1814  STATE/COUNTY-  CA/NAPA
 JT1814  USGS QUAD   -  NAPA (1980)
 JT1814
 JT1814                         *CURRENT SURVEY CONTROL
 JT1814  ___________________________________________________________________
 JT1814* NAD 83(1986)-  38 17 53.     (N)    122 17 37.     (W)     SCALED    
 JT1814* NAVD 88     -        10.39   (+/-2cm)      34.1    (feet)  VERTCON   
 JT1814  ___________________________________________________________________
 JT1814  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1814  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1814
 JT1814.The horizontal coordinates were scaled from a topographic map and have
 JT1814.an estimated accuracy of +/- 6 seconds.
 JT1814
 JT1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1814.The vertical order pertains to the NGVD 29 superseded value.
 JT1814
 JT1814.The geoid height was determined by GEOID03.
 JT1814
 JT1814;                    North         East    Units  Estimated Accuracy
 JT1814;SPC CA 2     -   570,130.    1,974,320.      MT  (+/- 180 meters Scaled)
 JT1814
 JT1814                          SUPERSEDED SURVEY CONTROL
 JT1814
 JT1814  NGVD 29 (??/??/92)    9.616  (m)           31.55   (f) ADJ UNCH    1 1
 JT1814
 JT1814.Superseded values are not recommended for survey control.
 JT1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1814.See file dsdata.txt to determine how the superseded data were derived.
 JT1814
 JT1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617391(NAD 83)
 JT1814_MARKER: B = BOLT
 JT1814_SETTING: 0 = UNSPECIFIED SETTING
 JT1814_MARK LOGO: NONE  
 JT1814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1814
 JT1814  HISTORY     - Date     Condition        Report By
 JT1814  HISTORY     - 1971     MONUMENTED       CA2330
 JT1814
 JT1814                          STATION DESCRIPTION
 JT1814
 JT1814'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1814'ALONG WARREN, 100 FT (30.5 M) NORTH OF FIRST STREET, ON EAST SIDE A
 JT1814'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4262 ***********************************************************************
 EW4262  DESIGNATION -  1034 CADT
 EW4262  PID         -  EW4262
 EW4262  STATE/COUNTY-  CA/VENTURA
 EW4262  USGS QUAD   -  TRIUNFO PASS (1994)
 EW4262
 EW4262                         *CURRENT SURVEY CONTROL
 EW4262  ___________________________________________________________________
 EW4262* NAD 83(1986)-  34 03 04.     (N)    118 57 26.     (W)     SCALED    
 EW4262* NAVD 88     -        16.71   (+/-2cm)      54.8    (feet)  VERTCON   
 EW4262  ___________________________________________________________________
 EW4262  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EW4262  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4262
 EW4262.The horizontal coordinates were scaled from a topographic map and have
 EW4262.an estimated accuracy of +/- 6 seconds.
 EW4262
 EW4262.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4262.The vertical order pertains to the NGVD 29 superseded value.
 EW4262
 EW4262.The geoid height was determined by GEOID03.
 EW4262
 EW4262;                    North         East    Units  Estimated Accuracy
 EW4262;SPC CA 5     -   561,550.    1,911,620.      MT  (+/- 180 meters Scaled)
 EW4262
 EW4262                          SUPERSEDED SURVEY CONTROL
 EW4262
 EW4262  NGVD 29 (??/??/92)   15.942  (m)           52.30   (f) ADJ UNCH    1 1
 EW4262
 EW4262.Superseded values are not recommended for survey control.
 EW4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4262.See file dsdata.txt to determine how the superseded data were derived.
 EW4262
 EW4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT193695(NAD 83)
 EW4262_MARKER: DD = SURVEY DISK
 EW4262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4262_SP_SET: SIPHON
 EW4262_STAMPING: BM 1034
 EW4262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4262
 EW4262  HISTORY     - Date     Condition        Report By
 EW4262  HISTORY     - UNK      MONUMENTED       CADH
 EW4262  HISTORY     - 1971     GOOD             NGS
 EW4262  HISTORY     - 1977     POOR             NGS
 EW4262
 EW4262                          STATION DESCRIPTION
 EW4262
 EW4262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4262'17.1 MI SE FROM OXNARD.
 EW4262'17.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION
 EW4262'OF WOOLEY ROAD AND SAVIERS ROAD IN OXNARD, AT THE T JUNCTION
 EW4262'OF TONGA STREET NORTHEAST, 22 FEET NORTHEAST OF THE CENTER
 EW4262'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 73 FEET NORTHWEST
 EW4262'OF THE CENTER LINE OF THE STREET, IN THE TOP OF THE SOUTH
 EW4262'CORNER OF A CONCRETE STRUCTURE FOR A HIGHWAY DRAIN SIPHON, ABOUT
 EW4262'2 FEET HIGHER THAN THE HIGHWAY.
 EW4262
 EW4262                          STATION RECOVERY (1977)
 EW4262
 EW4262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4262'CATCH BASIN HAS BEEN MUTILATED AND IS UNSUITABLE FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9238 ***********************************************************************
 JT9238  DESIGNATION -  1035
 JT9238  PID         -  JT9238
 JT9238  STATE/COUNTY-  CA/NAPA
 JT9238  USGS QUAD   -  NAPA (1980)
 JT9238
 JT9238                         *CURRENT SURVEY CONTROL
 JT9238  ___________________________________________________________________
 JT9238* NAD 83(1986)-  38 17 48.     (N)    122 17 34.     (W)     SCALED    
 JT9238* NAVD 88     -        10.03   (+/-2cm)      32.9    (feet)  VERTCON   
 JT9238  ___________________________________________________________________
 JT9238  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9238  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9238
 JT9238.The horizontal coordinates were scaled from a topographic map and have
 JT9238.an estimated accuracy of +/- 6 seconds.
 JT9238
 JT9238.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9238.The vertical order pertains to the NGVD 29 superseded value.
 JT9238
 JT9238.The geoid height was determined by GEOID03.
 JT9238
 JT9238;                    North         East    Units  Estimated Accuracy
 JT9238;SPC CA 2     -   569,980.    1,974,390.      MT  (+/- 180 meters Scaled)
 JT9238
 JT9238                          SUPERSEDED SURVEY CONTROL
 JT9238
 JT9238  NGVD 29 (??/??/92)    9.250  (m)           30.35   (f) ADJ UNCH    2 2
 JT9238
 JT9238.Superseded values are not recommended for survey control.
 JT9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9238.See file dsdata.txt to determine how the superseded data were derived.
 JT9238
 JT9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618389(NAD 83)
 JT9238_MARKER: B = BOLT
 JT9238_SETTING: 0 = UNSPECIFIED SETTING
 JT9238_MARK LOGO: NONE  
 JT9238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9238
 JT9238  HISTORY     - Date     Condition        Report By
 JT9238  HISTORY     - 1971     MONUMENTED       CA2330
 JT9238
 JT9238                          STATION DESCRIPTION
 JT9238
 JT9238'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9238'ALONG CLAY, 125 FT (38.1 M) EAST OF JEFFERSON STREET, ON SOUTH SIDE, A
 JT9238'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9239 ***********************************************************************
 JT9239  DESIGNATION -  1036
 JT9239  PID         -  JT9239
 JT9239  STATE/COUNTY-  CA/NAPA
 JT9239  USGS QUAD   -  NAPA (1980)
 JT9239
 JT9239                         *CURRENT SURVEY CONTROL
 JT9239  ___________________________________________________________________
 JT9239* NAD 83(1986)-  38 17 48.     (N)    122 17 28.     (W)     SCALED    
 JT9239* NAVD 88     -         8.70   (+/-2cm)      28.5    (feet)  VERTCON   
 JT9239  ___________________________________________________________________
 JT9239  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9239  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9239
 JT9239.The horizontal coordinates were scaled from a topographic map and have
 JT9239.an estimated accuracy of +/- 6 seconds.
 JT9239
 JT9239.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9239.The vertical order pertains to the NGVD 29 superseded value.
 JT9239
 JT9239.The geoid height was determined by GEOID03.
 JT9239
 JT9239;                    North         East    Units  Estimated Accuracy
 JT9239;SPC CA 2     -   569,980.    1,974,530.      MT  (+/- 180 meters Scaled)
 JT9239
 JT9239                          SUPERSEDED SURVEY CONTROL
 JT9239
 JT9239  NGVD 29 (??/??/92)    7.924  (m)           26.00   (f) ADJ UNCH    2 2
 JT9239
 JT9239.Superseded values are not recommended for survey control.
 JT9239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9239.See file dsdata.txt to determine how the superseded data were derived.
 JT9239
 JT9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619389(NAD 83)
 JT9239_MARKER: B = BOLT
 JT9239_SETTING: 0 = UNSPECIFIED SETTING
 JT9239_MARK LOGO: NONE  
 JT9239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9239
 JT9239  HISTORY     - Date     Condition        Report By
 JT9239  HISTORY     - 1971     MONUMENTED       CA2330
 JT9239
 JT9239                          STATION DESCRIPTION
 JT9239
 JT9239'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9239'ALONG SEMINARY ROAD, 75 FT (22.9 M) SOUTH OF CLAY STREET, ON EAST
 JT9239'SIDE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0644 ***********************************************************************
 KT0644  DESIGNATION -  1037 USGS
 KT0644  PID         -  KT0644
 KT0644  STATE/COUNTY-  CA/LAKE
 KT0644  USGS QUAD   -  BENMORE CANYON (1989)
 KT0644
 KT0644                         *CURRENT SURVEY CONTROL
 KT0644  ___________________________________________________________________
 KT0644* NAD 83(1986)-  39 00 35.     (N)    122 33 34.     (W)     SCALED    
 KT0644* NAVD 88     -       316.88   (+/-2cm)    1039.6    (feet)  VERTCON   
 KT0644  ___________________________________________________________________
 KT0644  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 KT0644  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0644
 KT0644.The horizontal coordinates were scaled from a topographic map and have
 KT0644.an estimated accuracy of +/- 6 seconds.
 KT0644
 KT0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0644.The vertical order pertains to the NGVD 29 superseded value.
 KT0644
 KT0644.The geoid height was determined by GEOID03.
 KT0644
 KT0644;                    North         East    Units  Estimated Accuracy
 KT0644;SPC CA 2     -   649,240.    1,951,550.      MT  (+/- 180 meters Scaled)
 KT0644
 KT0644                          SUPERSEDED SURVEY CONTROL
 KT0644
 KT0644  NGVD 29 (??/??/92)  316.040  (m)         1036.87   (f) ADJ UNCH    1 2
 KT0644
 KT0644.Superseded values are not recommended for survey control.
 KT0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0644.See file dsdata.txt to determine how the superseded data were derived.
 KT0644
 KT0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ381179(NAD 83)
 KT0644_MARKER: Q = CHISELED SQUARE
 KT0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0644_SP_SET: CULVERT
 KT0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0644
 KT0644  HISTORY     - Date     Condition        Report By
 KT0644  HISTORY     - UNK      MONUMENTED       USGS
 KT0644  HISTORY     - 1966     GOOD             NGS
 KT0644
 KT0644                          STATION DESCRIPTION
 KT0644
 KT0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0644'7 MI E FROM CLEARLAKE OAKS.
 KT0644'7.0 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0644'CLEARLAKE OAKS, AT THE APPROXIMATE CENTER OF A LONG CURVE, ON
 KT0644'THE TOP AND AT THE CENTER OF A CONCRETE AND ROCK HEAD WALL OF
 KT0644'18-INCH PIPE CULVERT C 180+80, 15 FEET WEST OF THE CENTER LINE OF
 KT0644'THE HIGHWAY, 2.3 FEET SOUTH OF THE NORTH END OF THE HEAD WALL,
 KT0644'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1502 ***********************************************************************
 LU1502  DESIGNATION -  1038 USGS
 LU1502  PID         -  LU1502
 LU1502  STATE/COUNTY-  CA/HUMBOLDT
 LU1502  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1502
 LU1502                         *CURRENT SURVEY CONTROL
 LU1502  ___________________________________________________________________
 LU1502* NAD 83(1986)-  40 54 32.     (N)    123 48 39.     (W)     SCALED    
 LU1502* NAVD 88     -       317.209  (meters)    1040.71   (feet)  ADJUSTED  
 LU1502  ___________________________________________________________________
 LU1502  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 LU1502  DYNAMIC HT  -         317.048 (meters)    1040.18  (feet)  COMP
 LU1502  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 LU1502
 LU1502  VERT ORDER  -  FIRST     CLASS II
 LU1502
 LU1502.The horizontal coordinates were scaled from a topographic map and have
 LU1502.an estimated accuracy of +/- 6 seconds.
 LU1502
 LU1502.The orthometric height was determined by differential leveling
 LU1502.and adjusted in June 1991.
 LU1502
 LU1502.The geoid height was determined by GEOID03.
 LU1502
 LU1502.The dynamic height is computed by dividing the NAVD 88
 LU1502.geopotential number by the normal gravity value computed on the
 LU1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1502.degrees latitude (g = 980.6199 gals.).
 LU1502
 LU1502.The modeled gravity was interpolated from observed gravity values.
 LU1502
 LU1502;                    North         East    Units  Estimated Accuracy
 LU1502;SPC CA 1     -   676,520.    1,847,460.      MT  (+/- 180 meters Scaled)
 LU1502
 LU1502                          SUPERSEDED SURVEY CONTROL
 LU1502
 LU1502  NGVD 29 (??/??/92)  316.199  (m)         1037.40   (f) ADJ UNCH    1 2
 LU1502
 LU1502.Superseded values are not recommended for survey control.
 LU1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1502.See file dsdata.txt to determine how the superseded data were derived.
 LU1502
 LU1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL317289(NAD 83)
 LU1502_MARKER: DD = SURVEY DISK
 LU1502_SETTING: 80 = SET IN A BOULDER
 LU1502_STAMPING: 1036.914 B 1906
 LU1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1502+STABILITY: SURFACE MOTION
 LU1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1502+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 LU1502
 LU1502  HISTORY     - Date     Condition        Report By
 LU1502  HISTORY     - 1906     MONUMENTED       USGS
 LU1502  HISTORY     - 1935     GOOD             NGS
 LU1502  HISTORY     - 20021023 GOOD             GEOCAC
 LU1502
 LU1502                          STATION DESCRIPTION
 LU1502
 LU1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU1502'17.3 MI E FROM BLUE LAKE.
 LU1502'17.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM BLUE LAKE, HUMBOLDT
 LU1502'COUNTY, AT A HAIRPIN CURVE IN THE HIGHWAY, 100 FEET SOUTHEAST OF
 LU1502'REDWOOD HOUSE IN 1931 (FORMERLY CALLED BERRYS RANCH HOUSE), JUST
 LU1502'NORTH OF THREE LARGE FORKED OAK TREES, 16 FEET SOUTHWEST OF THE
 LU1502'CENTERLINE OF THE HIGHWAY, AND IN THE WEST FACE OF A LARGE
 LU1502'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LU1502'STAMPED 1036.914 B 1906 AND SET VERTICALLY.
 LU1502
 LU1502                          STATION RECOVERY (2002)
 LU1502
 LU1502'RECOVERY NOTE BY GEOCACHING 2002 (RRF)
 LU1502'N 40 54.552 W 123 48.701
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0520 ***********************************************************************
 FT0520  DESIGNATION -  104
 FT0520  PID         -  FT0520
 FT0520  STATE/COUNTY-  CA/KERN
 FT0520  USGS QUAD   -  PEARSONVILLE (1982)
 FT0520
 FT0520                         *CURRENT SURVEY CONTROL
 FT0520  ___________________________________________________________________
 FT0520* NAD 83(1986)-  35 45 21.     (N)    117 46 58.     (W)     SCALED    
 FT0520* NAVD 88     -       681.032  (meters)    2234.35   (feet)  ADJUSTED  
 FT0520  ___________________________________________________________________
 FT0520  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FT0520  DYNAMIC HT  -         680.285 (meters)    2231.90  (feet)  COMP
 FT0520  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 FT0520
 FT0520  VERT ORDER  -  FIRST     CLASS II
 FT0520
 FT0520.The horizontal coordinates were scaled from a topographic map and have
 FT0520.an estimated accuracy of +/- 6 seconds.
 FT0520
 FT0520.The orthometric height was determined by differential leveling
 FT0520.and adjusted in June 1991.
 FT0520
 FT0520.The geoid height was determined by GEOID03.
 FT0520
 FT0520.The dynamic height is computed by dividing the NAVD 88
 FT0520.geopotential number by the normal gravity value computed on the
 FT0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0520.degrees latitude (g = 980.6199 gals.).
 FT0520
 FT0520.The modeled gravity was interpolated from observed gravity values.
 FT0520
 FT0520;                    North         East    Units  Estimated Accuracy
 FT0520;SPC CA 5     -   750,270.    2,019,650.      MT  (+/- 180 meters Scaled)
 FT0520
 FT0520                          SUPERSEDED SURVEY CONTROL
 FT0520
 FT0520  NGVD 29 (??/??/??)  680.30   (m)         2232.0    (f) RESET       3  
 FT0520
 FT0520.Superseded values are not recommended for survey control.
 FT0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0520.See file dsdata.txt to determine how the superseded data were derived.
 FT0520
 FT0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV292571(NAD 83)
 FT0520_MARKER: DD = SURVEY DISK
 FT0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0520_STAMPING: BM 104 1950
 FT0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0520+STABILITY: SURFACE MOTION
 FT0520
 FT0520  HISTORY     - Date     Condition        Report By
 FT0520  HISTORY     - 1950     MONUMENTED       USN
 FT0520  HISTORY     - 1950     GOOD             NGS
 FT0520
 FT0520                          STATION DESCRIPTION
 FT0520
 FT0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0520'5 MI NE FROM INYOKERN.
 FT0520'STATION IS LOCATED IN AREA B-1.  IT IS ON LINE WITH SOUTH
 FT0520'EXTENSION OF B-1 TRAVERSE LINE AND IS 1.0 MILES SOUTH OF X-1RM5.
 FT0520'THE MARK IS AN 8 INCH SQUARE CONCRETE POST WITH PROJECTS 8 INCHES
 FT0520'ABOVE THE GROUND AND IS A USN  DISK STAMPED BM 104 1950.
 FT0520'DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN
 FT0520'IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI7657 ***********************************************************************
 AI7657  DESIGNATION -  104
 AI7657  PID         -  AI7657
 AI7657  STATE/COUNTY-  CA/ALAMEDA
 AI7657  USGS QUAD   -  SAN LEANDRO (1993)
 AI7657
 AI7657                         *CURRENT SURVEY CONTROL
 AI7657  ___________________________________________________________________
 AI7657* NAD 83(1986)-  37 42 10.     (N)    122 07 35.     (W)     SCALED    
 AI7657* NAVD 88     -        10.297  (meters)      33.78   (feet)  ADJUSTED  
 AI7657  ___________________________________________________________________
 AI7657  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AI7657  DYNAMIC HT  -          10.290 (meters)      33.76  (feet)  COMP
 AI7657  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 AI7657
 AI7657  VERT ORDER  -  FIRST     CLASS II
 AI7657
 AI7657.The horizontal coordinates were scaled from a topographic map and have
 AI7657.an estimated accuracy of +/- 6 seconds.
 AI7657
 AI7657.The orthometric height was determined by differential leveling
 AI7657.and adjusted in July 2002.
 AI7657.No vertical observational check was made to the station.
 AI7657
 AI7657.The geoid height was determined by GEOID03.
 AI7657
 AI7657.The dynamic height is computed by dividing the NAVD 88
 AI7657.geopotential number by the normal gravity value computed on the
 AI7657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7657.degrees latitude (g = 980.6199 gals.).
 AI7657
 AI7657.The modeled gravity was interpolated from observed gravity values.
 AI7657
 AI7657;                    North         East    Units  Estimated Accuracy
 AI7657;SPC CA 3     -   634,730.    1,856,590.      MT  (+/- 180 meters Scaled)
 AI7657
 AI7657                          SUPERSEDED SURVEY CONTROL
 AI7657
 AI7657.No superseded survey control is available for this station.
 AI7657
 AI7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG770731(NAD 83)
 AI7657_MARKER: DD = SURVEY DISK
 AI7657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7657_STAMPING: 104
 AI7657_MARK LOGO: CA3360
 AI7657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7657+STABILITY: SURFACE MOTION
 AI7657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7657+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 AI7657
 AI7657  HISTORY     - Date     Condition        Report By
 AI7657  HISTORY     - UNK      MONUMENTED       CA3360
 AI7657  HISTORY     - 20000607 GOOD             NGS
 AI7657
 AI7657                          STATION DESCRIPTION
 AI7657
 AI7657'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI7657'IN SAN LEANDRO, AT THE INTERSECTION OF HALCYON DRIVE AND EAST 14TH
 AI7657'STREET, 90.2 M (295.9 FT) SOUTHWEST OF THE STREET CENTERLINE, 15.1 M
 AI7657'(49.5 FT) NORTHWEST OF LIGHT POST NUMBER 186, 5.0 M (16.4 FT)
 AI7657'NORTHWEST OF THE CENTERLINE OF THE NORTH-EASTBOUND LANES OF THE DRIVE,
 AI7657'3.1 M (10.2 FT) SOUTH OF THE EXTENDED CENTER OF THE ENTRANCE ROAD TO A
 AI7657'SHOPPING PLAZA, 0.6 M (2.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF A
 AI7657'MEDIAN, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVE. NOTE--THE
 AI7657'MONUMENT IS ON THE DRIVE RIGHT-OF-WAY.  THE MONUMENT IS ENCASED IN A
 AI7657'10-INCH IRON PIPE WITH A 12-INCH ACCESS COVER THAT IS FLUSH WITH THE
 AI7657'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4763 ***********************************************************************
 EW4763  DESIGNATION -  104 1
 EW4763  PID         -  EW4763
 EW4763  STATE/COUNTY-  CA/VENTURA
 EW4763  USGS QUAD   -  FILLMORE (1951)
 EW4763
 EW4763                         *CURRENT SURVEY CONTROL
 EW4763  ___________________________________________________________________
 EW4763* NAD 83(1986)-  34 23 09.     (N)    118 54 57.     (W)     SCALED    
 EW4763* NAVD 88     -       129.884  (meters)     426.13   (feet)  ADJUSTED  
 EW4763  ___________________________________________________________________
 EW4763  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4763  DYNAMIC HT  -         129.743 (meters)     425.67  (feet)  COMP
 EW4763  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 EW4763
 EW4763  VERT ORDER  -  FIRST     CLASS I
 EW4763
 EW4763.The horizontal coordinates were scaled from a topographic map and have
 EW4763.an estimated accuracy of +/- 6 seconds.
 EW4763
 EW4763.The orthometric height was determined by differential leveling
 EW4763.and adjusted in June 1995.
 EW4763
 EW4763.The geoid height was determined by GEOID03.
 EW4763
 EW4763.The dynamic height is computed by dividing the NAVD 88
 EW4763.geopotential number by the normal gravity value computed on the
 EW4763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4763.degrees latitude (g = 980.6199 gals.).
 EW4763
 EW4763.The modeled gravity was interpolated from observed gravity values.
 EW4763
 EW4763;                    North         East    Units  Estimated Accuracy
 EW4763;SPC CA 5     -   598,650.    1,915,780.      MT  (+/- 180 meters Scaled)
 EW4763
 EW4763                          SUPERSEDED SURVEY CONTROL
 EW4763
 EW4763  NAVD 88 (02/01/93)  129.873  (m)          426.09   (f) UNKNOWN     1 1
 EW4763  NGVD 29 (??/??/92)  129.071  (m)          423.46   (f) ADJ UNCH    1 1
 EW4763
 EW4763.Superseded values are not recommended for survey control.
 EW4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4763.See file dsdata.txt to determine how the superseded data were derived.
 EW4763
 EW4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU238066(NAD 83)
 EW4763_MARKER: DB = BENCH MARK DISK
 EW4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4763_STAMPING: 104-1 1969
 EW4763_MARK LOGO: CA-111
 EW4763_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4763+STABILITY: SURFACE MOTION
 EW4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4763+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4763
 EW4763  HISTORY     - Date     Condition        Report By
 EW4763  HISTORY     - UNK      MONUMENTED       CA-111
 EW4763  HISTORY     - 1969     GOOD             CA-111
 EW4763  HISTORY     - 1977     GOOD             NGS
 EW4763  HISTORY     - 19940629 GOOD             NGS
 EW4763
 EW4763                          STATION DESCRIPTION
 EW4763
 EW4763'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4763'0.8 MI S FROM FILLMORE.
 EW4763'APPROXIMATELY 0.75 MI SOUTHERLY ALONG HWY 23 FROM THE
 EW4763'INTERSECTION OF HWY 126 IN FILLMORE, 75.6 FT EASTERLY ON THE
 EW4763'CENTERLINE OF HWY 23, 35 FT NORTHERLY OF GOLF COURSE DRIVE, 6.0
 EW4763'FT NORTHERLY AND 1.5 FT WESTERLY OF SOUTHERLY END OF NETWIRE
 EW4763'FENCE TO COUNTY DUMP, STANDARD VENTURA COUNTY BENCH MARK
 EW4763'MONUMENT SET IN CONCRETE.
 EW4763
 EW4763                          STATION RECOVERY (1977)
 EW4763
 EW4763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4763'RECOVERED IN GOOD CONDITION.
 EW4763
 EW4763                          STATION RECOVERY (1994)
 EW4763
 EW4763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4763'1.1 KM (0.70 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 EW4763'STATE HIGHWAY 26 IN FILLMORE, 23.1 M (75.8 FT) EAST OF AND LEVEL WITH
 EW4763'THE HIGHWAY CENTERLINE, 8.1 M (26.6 FT) NORTH OF THE CENTER OF A
 EW4763'BRIDGE AND DIRT ROAD, 1.6 M (5.2 FT) NORTH OF THE SOUTH END OF A
 EW4763'CHAIN-LINK FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 EW4763'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0504 ***********************************************************************
 EW0504  DESIGNATION -  104 1 LA CO
 EW0504  PID         -  EW0504
 EW0504  STATE/COUNTY-  CA/LOS ANGELES
 EW0504  USGS QUAD   -  LANCASTER WEST (1974)
 EW0504
 EW0504                         *CURRENT SURVEY CONTROL
 EW0504  ___________________________________________________________________
 EW0504* NAD 83(1986)-  34 38 46.     (N)    118 08 12.     (W)     SCALED    
 EW0504* NAVD 88     -       772.93   (+/-2cm)    2535.9    (feet)  VERTCON   
 EW0504  ___________________________________________________________________
 EW0504  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EW0504  VERT ORDER  -  THIRD (See Below)
 EW0504
 EW0504.The horizontal coordinates were scaled from a topographic map and have
 EW0504.an estimated accuracy of +/- 6 seconds.
 EW0504
 EW0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0504.The vertical order pertains to the NGVD 29 superseded value.
 EW0504
 EW0504.The geoid height was determined by GEOID03.
 EW0504
 EW0504;                    North         East    Units  Estimated Accuracy
 EW0504;SPC CA 5     -   627,140.    1,987,470.      MT  (+/- 180 meters Scaled)
 EW0504
 EW0504                          SUPERSEDED SURVEY CONTROL
 EW0504
 EW0504  NGVD 29 (??/??/??)  772.07   (m)         2533.0    (f) RESET       3  
 EW0504
 EW0504.Superseded values are not recommended for survey control.
 EW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0504.See file dsdata.txt to determine how the superseded data were derived.
 EW0504
 EW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU958343(NAD 83)
 EW0504_MARKER: DB = BENCH MARK DISK
 EW0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0504_STAMPING: 104-1 1958 BM RE 5869
 EW0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0504+STABILITY: SURFACE MOTION
 EW0504
 EW0504  HISTORY     - Date     Condition        Report By
 EW0504  HISTORY     - 1958     MONUMENTED       CA-037
 EW0504  HISTORY     - 1961     GOOD             NGS
 EW0504
 EW0504                          STATION DESCRIPTION
 EW0504
 EW0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0504'4.3 MI SW FROM LANCASTER.
 EW0504'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0504'FROM THE STATION AT LANCASTER, THENCE 0.5 MILE WEST ALONG
 EW0504'AVENUE M, 31 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 5.5
 EW0504'FEET WEST OF POWER LINE POLE 1055164E, 2.0 FEET EAST OF A
 EW0504'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE AVENUE, AND SET
 EW0504'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 EW0504'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0579 ***********************************************************************
 EW0579  DESIGNATION -  104 17 LA CO
 EW0579  PID         -  EW0579
 EW0579  STATE/COUNTY-  CA/LOS ANGELES
 EW0579  USGS QUAD   -  DEL SUR (1995)
 EW0579
 EW0579                         *CURRENT SURVEY CONTROL
 EW0579  ___________________________________________________________________
 EW0579* NAD 83(1986)-  34 38 44.     (N)    118 15 13.     (W)     SCALED    
 EW0579* NAVD 88     -       796.20   (+/-2cm)    2612.2    (feet)  VERTCON   
 EW0579  ___________________________________________________________________
 EW0579  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0579  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0579
 EW0579.The horizontal coordinates were scaled from a topographic map and have
 EW0579.an estimated accuracy of +/- 6 seconds.
 EW0579
 EW0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0579.The vertical order pertains to the NGVD 29 superseded value.
 EW0579
 EW0579.The geoid height was determined by GEOID03.
 EW0579
 EW0579;                    North         East    Units  Estimated Accuracy
 EW0579;SPC CA 5     -   627,100.    1,976,750.      MT  (+/- 180 meters Scaled)
 EW0579
 EW0579                          SUPERSEDED SURVEY CONTROL
 EW0579
 EW0579  NGVD 29 (??/??/92)  795.333  (m)         2609.36   (f) ADJ UNCH    1 2
 EW0579
 EW0579.Superseded values are not recommended for survey control.
 EW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0579.See file dsdata.txt to determine how the superseded data were derived.
 EW0579
 EW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU851344(NAD 83)
 EW0579_MARKER: DD = SURVEY DISK
 EW0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0579_STAMPING: 104-17 1958 5869
 EW0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0579+STABILITY: SURFACE MOTION
 EW0579
 EW0579  HISTORY     - Date     Condition        Report By
 EW0579  HISTORY     - 1958     MONUMENTED       CA-037
 EW0579  HISTORY     - 1960     GOOD             NGS
 EW0579  HISTORY     - 1971     GOOD             NGS
 EW0579
 EW0579                          STATION DESCRIPTION
 EW0579
 EW0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0579'5 MI SE FROM DEL SUR.
 EW0579'2.0 MILES EAST ALONG AVENUE J FROM THE INTERSECTION OF 90TH
 EW0579'STREET WEST AT DEL SUR, THENCE 3.0 MILES SOUTH ALONG 70TH STREET
 EW0579'WEST, 0.85 MILE EAST OF BENCH MARK A 1045, 88 FEET NORTHWEST
 EW0579'OF THE CENTER OF THE INTERSECTION OF AVENUE M, 43 FEET WEST OF
 EW0579'THE CENTER LINE OF THE STREET, 74 FEET NORTH OF THE CENTER
 EW0579'LINE OF THE AVENUE, 56.0 FOOT EAST-SOUTHEAST OF THE SOUTHEAST
 EW0579'CORNER OF A CONCRETE BLOCK HOUSE, 2 1/2 FEET NORTH OF POWER
 EW0579'POLE 1183862E, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 EW0579'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0579'0.3 FOOT ABOVE THE GROUND.
 EW0579
 EW0579                          STATION RECOVERY (1971)
 EW0579
 EW0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4764 ***********************************************************************
 EW4764  DESIGNATION -  104 2
 EW4764  PID         -  EW4764
 EW4764  STATE/COUNTY-  CA/VENTURA
 EW4764  USGS QUAD   -  FILLMORE (1951)
 EW4764
 EW4764                         *CURRENT SURVEY CONTROL
 EW4764  ___________________________________________________________________
 EW4764* NAD 83(1986)-  34 22 48.     (N)    118 54 56.     (W)     SCALED    
 EW4764* NAVD 88     -       131.028  (meters)     429.88   (feet)  ADJUSTED  
 EW4764  ___________________________________________________________________
 EW4764  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW4764  DYNAMIC HT  -         130.885 (meters)     429.41  (feet)  COMP
 EW4764  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 EW4764
 EW4764  VERT ORDER  -  FIRST     CLASS I
 EW4764
 EW4764.The horizontal coordinates were scaled from a topographic map and have
 EW4764.an estimated accuracy of +/- 6 seconds.
 EW4764
 EW4764.The orthometric height was determined by differential leveling
 EW4764.and adjusted in June 1995.
 EW4764
 EW4764.The geoid height was determined by GEOID03.
 EW4764
 EW4764.The dynamic height is computed by dividing the NAVD 88
 EW4764.geopotential number by the normal gravity value computed on the
 EW4764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4764.degrees latitude (g = 980.6199 gals.).
 EW4764
 EW4764.The modeled gravity was interpolated from observed gravity values.
 EW4764
 EW4764;                    North         East    Units  Estimated Accuracy
 EW4764;SPC CA 5     -   598,000.    1,915,800.      MT  (+/- 180 meters Scaled)
 EW4764
 EW4764                          SUPERSEDED SURVEY CONTROL
 EW4764
 EW4764  NAVD 88 (02/01/93)  131.020  (m)          429.85   (f) UNKNOWN     1 1
 EW4764  NGVD 29 (??/??/92)  130.219  (m)          427.23   (f) ADJ UNCH    1 1
 EW4764
 EW4764.Superseded values are not recommended for survey control.
 EW4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4764.See file dsdata.txt to determine how the superseded data were derived.
 EW4764
 EW4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU238059(NAD 83)
 EW4764_MARKER: DB = BENCH MARK DISK
 EW4764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4764_STAMPING: 104-2
 EW4764_MARK LOGO: CA-111
 EW4764_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4764+STABILITY: SURFACE MOTION
 EW4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4764+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4764
 EW4764  HISTORY     - Date     Condition        Report By
 EW4764  HISTORY     - UNK      MONUMENTED       CA-111
 EW4764  HISTORY     - 1969     GOOD             CA-111
 EW4764  HISTORY     - 1977     GOOD             NGS
 EW4764  HISTORY     - 19940629 GOOD             NGS
 EW4764
 EW4764                          STATION DESCRIPTION
 EW4764
 EW4764'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4764'1.2 MI S FROM FILLMORE.
 EW4764'APPROXIMATELY 1.15 MI SOUTHERLY ALONG HWY 23 FROM INTERSECTION
 EW4764'WITH HIGHWAY 126 IN FILLMORE, 53.5 FT WESTERLY OF CENTERLINE OF
 EW4764'HIGHWAY 23, 12 FT SOUTHERLY OF 8 FT X 10 FT PUMP HOUSE, 3 FT
 EW4764'NORTHERLY OF POWER POLE NO. 926691E, STAMPED VENTURA COUNTY
 EW4764'BENCH MARK MONUMENT STAMPED 104-2, SET IN CONCRETE.
 EW4764
 EW4764                          STATION RECOVERY (1977)
 EW4764
 EW4764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4764'RECOVERED IN GOOD CONDITION.
 EW4764
 EW4764                          STATION RECOVERY (1994)
 EW4764
 EW4764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4764'1.8 KM (1.10 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 EW4764'STATE HIGHWAY 126 IN FILLMORE, 16.4 M (53.8 FT) WEST OF THE HIGHWAY
 EW4764'CENTERLINE, 7.2 M (23.6 FT) EAST OF THE SOUTHEAST CORNER OF A
 EW4764'RETAINING WALL ENCLOSING A WATER STORAGE TANK, 2.1 M (6.9 FT) NORTH OF
 EW4764'A UTILITY POLE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 EW4764'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 EW4764'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0506 ***********************************************************************
 EW0506  DESIGNATION -  104 3 LA CO
 EW0506  PID         -  EW0506
 EW0506  STATE/COUNTY-  CA/LOS ANGELES
 EW0506  USGS QUAD   -  LANCASTER WEST (1974)
 EW0506
 EW0506                         *CURRENT SURVEY CONTROL
 EW0506  ___________________________________________________________________
 EW0506* NAD 83(1986)-  34 38 47.     (N)    118 09 23.     (W)     SCALED    
 EW0506* NAVD 88     -       768.59   (+/-2cm)    2521.6    (feet)  VERTCON   
 EW0506  ___________________________________________________________________
 EW0506  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0506  VERT ORDER  -  THIRD (See Below)
 EW0506
 EW0506.The horizontal coordinates were scaled from a topographic map and have
 EW0506.an estimated accuracy of +/- 6 seconds.
 EW0506
 EW0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0506.The vertical order pertains to the NGVD 29 superseded value.
 EW0506
 EW0506.The geoid height was determined by GEOID03.
 EW0506
 EW0506;                    North         East    Units  Estimated Accuracy
 EW0506;SPC CA 5     -   627,170.    1,985,660.      MT  (+/- 180 meters Scaled)
 EW0506
 EW0506                          SUPERSEDED SURVEY CONTROL
 EW0506
 EW0506  NGVD 29 (??/??/??)  767.73   (m)         2518.8    (f) RESET       3  
 EW0506
 EW0506.Superseded values are not recommended for survey control.
 EW0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0506.See file dsdata.txt to determine how the superseded data were derived.
 EW0506
 EW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU940344(NAD 83)
 EW0506_MARKER: DD = SURVEY DISK
 EW0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0506_STAMPING: BM 104-3 1958 RE 5869
 EW0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0506+STABILITY: SURFACE MOTION
 EW0506
 EW0506  HISTORY     - Date     Condition        Report By
 EW0506  HISTORY     - 1958     MONUMENTED       CA-037
 EW0506  HISTORY     - 1961     GOOD             NGS
 EW0506
 EW0506                          STATION DESCRIPTION
 EW0506
 EW0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0506'5.4 MI SW FROM LANCASTER.
 EW0506'3.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0506'FROM THE STATION AT LANCASTER, THENCE 1.6 MILES WEST ALONG
 EW0506'AVENUE M, AT THE T JUNCTION OF AN ASPHALT ROAD LEADING NORTH,
 EW0506'31 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 219 FEET
 EW0506'EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 4 FEET WEST
 EW0506'OF POWER LINE POLE 1054562E, 2.0 FEET EAST OF A WITNESS POST,
 EW0506'ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A
 EW0506'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4625 ***********************************************************************
 EW4625  DESIGNATION -  104 4
 EW4625  PID         -  EW4625
 EW4625  STATE/COUNTY-  CA/VENTURA
 EW4625  USGS QUAD   -  MOORPARK (1974)
 EW4625
 EW4625                         *CURRENT SURVEY CONTROL
 EW4625  ___________________________________________________________________
 EW4625* NAD 83(1986)-  34 20 12.     (N)    118 54 03.     (W)     SCALED    
 EW4625* NAVD 88     -       379.044  (meters)    1243.58   (feet)  ADJUSTED  
 EW4625  ___________________________________________________________________
 EW4625  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EW4625  DYNAMIC HT  -         378.619 (meters)    1242.19  (feet)  COMP
 EW4625  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 EW4625
 EW4625  VERT ORDER  -  FIRST     CLASS I
 EW4625
 EW4625.The horizontal coordinates were scaled from a topographic map and have
 EW4625.an estimated accuracy of +/- 6 seconds.
 EW4625
 EW4625.The orthometric height was determined by differential leveling
 EW4625.and adjusted in June 1995.
 EW4625
 EW4625.The geoid height was determined by GEOID03.
 EW4625
 EW4625.The dynamic height is computed by dividing the NAVD 88
 EW4625.geopotential number by the normal gravity value computed on the
 EW4625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4625.degrees latitude (g = 980.6199 gals.).
 EW4625
 EW4625.The modeled gravity was interpolated from observed gravity values.
 EW4625
 EW4625;                    North         East    Units  Estimated Accuracy
 EW4625;SPC CA 5     -   593,180.    1,917,110.      MT  (+/- 180 meters Scaled)
 EW4625
 EW4625                          SUPERSEDED SURVEY CONTROL
 EW4625
 EW4625  NAVD 88 (02/01/93)  379.055  (m)         1243.62   (f) UNKNOWN     1 1
 EW4625  NGVD 29 (??/??/92)  378.249  (m)         1240.97   (f) ADJ UNCH    1 1
 EW4625
 EW4625.Superseded values are not recommended for survey control.
 EW4625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4625.See file dsdata.txt to determine how the superseded data were derived.
 EW4625
 EW4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU251011(NAD 83)
 EW4625_MARKER: DB = BENCH MARK DISK
 EW4625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4625_SP_SET: CULVERT HEADWALL
 EW4625_STAMPING: 104-4 1969
 EW4625_MARK LOGO: CA-111
 EW4625_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4625+STABILITY: SURFACE MOTION
 EW4625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4625+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4625
 EW4625  HISTORY     - Date     Condition        Report By
 EW4625  HISTORY     - 1969     MONUMENTED       CA-111
 EW4625  HISTORY     - 1977     GOOD             NGS
 EW4625  HISTORY     - 19940629 GOOD             NGS
 EW4625
 EW4625                          STATION DESCRIPTION
 EW4625
 EW4625'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4625'4.9 MI N FROM MOORPARK.
 EW4625'4.9 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4625'23 AND 118 AT MOORPARK.  15.5 FT EASTERLY FROM THE CENTER OF THE
 EW4625'HIGHWAY, AND IN THE CENTER OF A 7.5 X 0.8 FT CONCRETE HEADWALL
 EW4625'MARKED M 4.85C AT MILEAGE POST MARKED 23 VEN 18.19.  A STANDARD
 EW4625'VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 104-4.
 EW4625
 EW4625                          STATION RECOVERY (1977)
 EW4625
 EW4625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4625'RECOVERED IN GOOD CONDITION.
 EW4625
 EW4625                          STATION RECOVERY (1994)
 EW4625
 EW4625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4625'7.5 KM (4.65 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4625'IN MOORPARK, IN THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 EW4625'CULVERT UNDER THE HIGHWAY, 4.8 M (15.7 FT) EAST OF THE HIGHWAY
 EW4625'CENTERLINE, 1.2 M (3.9 FT) SOUTH OF THE NORTH END OF THE HEADWALL, AND
 EW4625'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4616 ***********************************************************************
 EW4616  DESIGNATION -  104 5
 EW4616  PID         -  EW4616
 EW4616  STATE/COUNTY-  CA/VENTURA
 EW4616  USGS QUAD   -  MOORPARK (1974)
 EW4616
 EW4616                         *CURRENT SURVEY CONTROL
 EW4616  ___________________________________________________________________
 EW4616* NAD 83(1986)-  34 18 54.     (N)    118 53 12.     (W)     SCALED    
 EW4616* NAVD 88     -       265.414  (meters)     870.78   (feet)  ADJUSTED  
 EW4616  ___________________________________________________________________
 EW4616  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW4616  DYNAMIC HT  -         265.124 (meters)     869.83  (feet)  COMP
 EW4616  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 EW4616
 EW4616  VERT ORDER  -  FIRST     CLASS I
 EW4616
 EW4616.The horizontal coordinates were scaled from a topographic map and have
 EW4616.an estimated accuracy of +/- 6 seconds.
 EW4616
 EW4616.The orthometric height was determined by differential leveling
 EW4616.and adjusted in June 1995.
 EW4616
 EW4616.The geoid height was determined by GEOID03.
 EW4616
 EW4616.The dynamic height is computed by dividing the NAVD 88
 EW4616.geopotential number by the normal gravity value computed on the
 EW4616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4616.degrees latitude (g = 980.6199 gals.).
 EW4616
 EW4616.The modeled gravity was interpolated from observed gravity values.
 EW4616
 EW4616;                    North         East    Units  Estimated Accuracy
 EW4616;SPC CA 5     -   590,760.    1,918,390.      MT  (+/- 180 meters Scaled)
 EW4616
 EW4616                          SUPERSEDED SURVEY CONTROL
 EW4616
 EW4616  NAVD 88 (02/01/93)  265.439  (m)          870.86   (f) UNKNOWN     1 1
 EW4616  NGVD 29 (??/??/92)  264.648  (m)          868.27   (f) ADJ UNCH    1 1
 EW4616
 EW4616.Superseded values are not recommended for survey control.
 EW4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4616.See file dsdata.txt to determine how the superseded data were derived.
 EW4616
 EW4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT264986(NAD 83)
 EW4616_MARKER: DB = BENCH MARK DISK
 EW4616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4616_STAMPING: 104-5 1969
 EW4616_MARK LOGO: CA-111
 EW4616_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4616+STABILITY: SURFACE MOTION
 EW4616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4616+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4616
 EW4616  HISTORY     - Date     Condition        Report By
 EW4616  HISTORY     - 1969     MONUMENTED       CA-111
 EW4616  HISTORY     - 1977     GOOD             NGS
 EW4616  HISTORY     - 19940630 GOOD             NGS
 EW4616
 EW4616                          STATION DESCRIPTION
 EW4616
 EW4616'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4616'2.6 MI N FROM MOORPARK.
 EW4616'2.65 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4616'23 AND 118 AT MOORPARK.  33.5 FEET S FROM THE CENTER OF THE
 EW4616'HIGHWAY AND 4 FEET PLUS OR MINUS ABOVE THE PAVEMENT.  A
 EW4616'STANDARD VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 104-5,
 EW4616'SET FLUSH IN CONCRETE WITH A METAL GUARD POST 1 FOOT S.
 EW4616
 EW4616                          STATION RECOVERY (1977)
 EW4616
 EW4616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4616'ADD-ABOUT 100 FT. EAST OF ENTRANCE TO 12951 BROADWAY ROAD, 120 FT.
 EW4616'EAST OF MILE MARKER 15.95.
 EW4616
 EW4616                          STATION RECOVERY (1994)
 EW4616
 EW4616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4616'3.9 KM (2.40 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4616'IN MOORPARK, 47.4 M (155.5 FT) EAST OF THE CENTER OF THE SOUTH END OF
 EW4616'THE MOST WESTERLY OF 2 CULVERTS UNDER THE HIGHWAY, 10.1 M (33.1 FT)
 EW4616'SOUTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 EW4616'HIGHWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 EW4616'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0508 ***********************************************************************
 EW0508  DESIGNATION -  104 5 LA CO
 EW0508  PID         -  EW0508
 EW0508  STATE/COUNTY-  CA/LOS ANGELES
 EW0508  USGS QUAD   -  LANCASTER WEST (1974)
 EW0508
 EW0508                         *CURRENT SURVEY CONTROL
 EW0508  ___________________________________________________________________
 EW0508* NAD 83(1986)-  34 38 46.     (N)    118 10 25.     (W)     SCALED    
 EW0508* NAVD 88     -       768.99   (+/-2cm)    2522.9    (feet)  VERTCON   
 EW0508  ___________________________________________________________________
 EW0508  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0508  VERT ORDER  -  THIRD (See Below)
 EW0508
 EW0508.The horizontal coordinates were scaled from a topographic map and have
 EW0508.an estimated accuracy of +/- 6 seconds.
 EW0508
 EW0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0508.The vertical order pertains to the NGVD 29 superseded value.
 EW0508
 EW0508.The geoid height was determined by GEOID03.
 EW0508
 EW0508;                    North         East    Units  Estimated Accuracy
 EW0508;SPC CA 5     -   627,150.    1,984,090.      MT  (+/- 180 meters Scaled)
 EW0508
 EW0508                          SUPERSEDED SURVEY CONTROL
 EW0508
 EW0508  NGVD 29 (??/??/??)  768.13   (m)         2520.1    (f) RESET       3  
 EW0508
 EW0508.Superseded values are not recommended for survey control.
 EW0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0508.See file dsdata.txt to determine how the superseded data were derived.
 EW0508
 EW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU924344(NAD 83)
 EW0508_MARKER: DD = SURVEY DISK
 EW0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0508_STAMPING: 104-5 1958
 EW0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0508+STABILITY: SURFACE MOTION
 EW0508
 EW0508  HISTORY     - Date     Condition        Report By
 EW0508  HISTORY     - 1958     MONUMENTED       CA-037
 EW0508  HISTORY     - 1961     GOOD             NGS
 EW0508
 EW0508                          STATION DESCRIPTION
 EW0508
 EW0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0508'6.4 MI SW FROM LANCASTER.
 EW0508'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0508'FROM THE STATION AT LANCASTER, THENCE 2.6 MILES WEST ALONG
 EW0508'AVENUE M, AT THE T JUNCTION OF 25TH STREET WEST, 34 FEET
 EW0508'NORTHEAST OF THE CENTER LINE OF THE AVENUE, 49 1/2 FEET SOUTHEAST
 EW0508'OF THE CENTER LINE OF THE STREET, 4 1/2 FEET SOUTHEAST OF
 EW0508'POWER LINE POLE 1054585E, 1.7 FEET NORTHEAST OF A WITNESS POST,
 EW0508'ABOUT 2 1/2 FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP
 EW0508'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4611 ***********************************************************************
 EW4611  DESIGNATION -  104 6
 EW4611  PID         -  EW4611
 EW4611  STATE/COUNTY-  CA/VENTURA
 EW4611  USGS QUAD   -  MOORPARK (1974)
 EW4611
 EW4611                         *CURRENT SURVEY CONTROL
 EW4611  ___________________________________________________________________
 EW4611* NAD 83(1986)-  34 17 25.     (N)    118 52 58.     (W)     SCALED    
 EW4611* NAVD 88     -       178.595  (meters)     585.94   (feet)  ADJUSTED  
 EW4611  ___________________________________________________________________
 EW4611  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW4611  DYNAMIC HT  -         178.405 (meters)     585.32  (feet)  COMP
 EW4611  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 EW4611
 EW4611  VERT ORDER  -  FIRST     CLASS I
 EW4611
 EW4611.The horizontal coordinates were scaled from a topographic map and have
 EW4611.an estimated accuracy of +/- 6 seconds.
 EW4611
 EW4611.The orthometric height was determined by differential leveling
 EW4611.and adjusted in June 1995.
 EW4611
 EW4611.The geoid height was determined by GEOID03.
 EW4611
 EW4611.The dynamic height is computed by dividing the NAVD 88
 EW4611.geopotential number by the normal gravity value computed on the
 EW4611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4611.degrees latitude (g = 980.6199 gals.).
 EW4611
 EW4611.The modeled gravity was interpolated from observed gravity values.
 EW4611
 EW4611;                    North         East    Units  Estimated Accuracy
 EW4611;SPC CA 5     -   588,020.    1,918,730.      MT  (+/- 180 meters Scaled)
 EW4611
 EW4611                          SUPERSEDED SURVEY CONTROL
 EW4611
 EW4611  NAVD 88 (02/01/93)  178.573  (m)          585.87   (f) UNKNOWN     1 1
 EW4611  NGVD 29 (??/??/92)  177.796  (m)          583.32   (f) ADJ UNCH    1 1
 EW4611
 EW4611.Superseded values are not recommended for survey control.
 EW4611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4611.See file dsdata.txt to determine how the superseded data were derived.
 EW4611
 EW4611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT267959(NAD 83)
 EW4611_MARKER: DB = BENCH MARK DISK
 EW4611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4611_STAMPING: 104-6 1969
 EW4611_MARK LOGO: CA-111
 EW4611_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4611+STABILITY: SURFACE MOTION
 EW4611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4611+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4611
 EW4611  HISTORY     - Date     Condition        Report By
 EW4611  HISTORY     - 1969     MONUMENTED       CA-111
 EW4611  HISTORY     - 1977     GOOD             NGS
 EW4611  HISTORY     - 19940630 GOOD             NGS
 EW4611
 EW4611                          STATION DESCRIPTION
 EW4611
 EW4611'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4611'4.5 MI N FROM MOORPARK.
 EW4611'4.5 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4611'23 AND 118 AT MOORPARK. 2 FEET E FROM A CONCRETE BRICK WALL,
 EW4611'23.5 FT W FROM THE CENTER OF THE HIGHWAY, ACROSS FROM POWER
 EW4611'POLE NO. 744484H AND IN FRONT OF A HOUSE NO. 1137.  A STANDARD
 EW4611'VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1969 104-6, SET IN
 EW4611'CONCRETE WITH A METAL GUARD POST 1 FOOT W.
 EW4611
 EW4611                          STATION RECOVERY (1977)
 EW4611
 EW4611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4611'ADD-0.45 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF STATE
 EW4611'HIGHWAYS 118 AND 23 AT MOORPARK.
 EW4611
 EW4611                          STATION RECOVERY (1994)
 EW4611
 EW4611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4611'0.5 KM (0.30 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4611'IN MOORPARK, 9.1 M (29.9 FT) NORTHEAST OF THE CENTER OF THE DRIVEWAY
 EW4611'LEADING TO HOUSE NUMBER 1137, 7.3 M (24.0 FT) NORTHWEST OF THE HIGHWAY
 EW4611'CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 EW4611'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 EW4611'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4583 ***********************************************************************
 EW4583  DESIGNATION -  104 7
 EW4583  PID         -  EW4583
 EW4583  STATE/COUNTY-  CA/VENTURA
 EW4583  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW4583
 EW4583                         *CURRENT SURVEY CONTROL
 EW4583  ___________________________________________________________________
 EW4583* NAD 83(1986)-  34 17 30.     (N)    118 50 40.     (W)     SCALED    
 EW4583* NAVD 88     -       183.173  (meters)     600.96   (feet)  READJUSTED
 EW4583  ___________________________________________________________________
 EW4583  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW4583  DYNAMIC HT  -         182.980 (meters)     600.33  (feet)  COMP
 EW4583  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 EW4583
 EW4583  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4583
 EW4583.The horizontal coordinates were scaled from a topographic map and have
 EW4583.an estimated accuracy of +/- 6 seconds.
 EW4583
 EW4583.The orthometric height was determined by differential leveling
 EW4583.and adjusted in February 1993.
 EW4583.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4583.distribution rate of 0.0 thru 1.0 mm/km.
 EW4583.The height was derived from older observations constrained to new
 EW4583.heights in a crustal motion area.  The height is approximate in
 EW4583.relation to other heights in its vicinity.
 EW4583
 EW4583.The geoid height was determined by GEOID03.
 EW4583
 EW4583.The dynamic height is computed by dividing the NAVD 88
 EW4583.geopotential number by the normal gravity value computed on the
 EW4583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4583.degrees latitude (g = 980.6199 gals.).
 EW4583
 EW4583.The modeled gravity was interpolated from observed gravity values.
 EW4583
 EW4583;                    North         East    Units  Estimated Accuracy
 EW4583;SPC CA 5     -   588,140.    1,922,260.      MT  (+/- 180 meters Scaled)
 EW4583
 EW4583                          SUPERSEDED SURVEY CONTROL
 EW4583
 EW4583  NGVD 29 (??/??/92)  182.394  (m)          598.40   (f) ADJ UNCH    1 1
 EW4583
 EW4583.Superseded values are not recommended for survey control.
 EW4583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4583.See file dsdata.txt to determine how the superseded data were derived.
 EW4583
 EW4583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT302960(NAD 83)
 EW4583_MARKER: Z = SEE DESCRIPTION
 EW4583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4583_STAMPING: 1969 104-7
 EW4583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4583+STABILITY: SURFACE MOTION
 EW4583
 EW4583  HISTORY     - Date     Condition        Report By
 EW4583  HISTORY     - 1969     MONUMENTED       CA-111
 EW4583  HISTORY     - 1978     GOOD             NGS
 EW4583  HISTORY     - 19890508 MARK NOT FOUND   NGS
 EW4583  HISTORY     - 19960106 MARK NOT FOUND   USPSQD
 EW4583
 EW4583                          STATION DESCRIPTION
 EW4583
 EW4583'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4583'AT MOORPARK.
 EW4583'1,272 FT SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RR FROM THE
 EW4583'INTERSECTION OF THE RR AND HIGHWAY 118, E OF MOORPARK.  10 FEET
 EW4583'PLUS OR MINUS NORTHERLY FROM THE CENTER OF THE RR AND ON THE
 EW4583'NORTHWESTERLY CORNER OF THE WESTERLY ABUTMENT OF A RR BRIDGE
 EW4583'ACROSS ARROYO SIMI.  A STANDARD VENTURA COUNTY BENCH MARK
 EW4583'MONUMENT STAMPED 1969 104-7.
 EW4583
 EW4583                          STATION RECOVERY (1978)
 EW4583
 EW4583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4583'RECOVERED IN GOOD CONDITION.
 EW4583
 EW4583                          STATION RECOVERY (1989)
 EW4583
 EW4583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4583'NOT RECOVERED.
 EW4583
 EW4583                          STATION RECOVERY (1996)
 EW4583
 EW4583'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0510 ***********************************************************************
 EW0510  DESIGNATION -  104 7 LA CO
 EW0510  PID         -  EW0510
 EW0510  STATE/COUNTY-  CA/LOS ANGELES
 EW0510  USGS QUAD   -  LANCASTER WEST (1974)
 EW0510
 EW0510                         *CURRENT SURVEY CONTROL
 EW0510  ___________________________________________________________________
 EW0510* NAD 83(1986)-  34 38 44.     (N)    118 11 33.     (W)     SCALED    
 EW0510* NAVD 88     -       770.71   (+/-2cm)    2528.6    (feet)  VERTCON   
 EW0510  ___________________________________________________________________
 EW0510  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EW0510  VERT ORDER  -  THIRD (See Below)
 EW0510
 EW0510.The horizontal coordinates were scaled from a topographic map and have
 EW0510.an estimated accuracy of +/- 6 seconds.
 EW0510
 EW0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0510.The vertical order pertains to the NGVD 29 superseded value.
 EW0510
 EW0510.The geoid height was determined by GEOID03.
 EW0510
 EW0510;                    North         East    Units  Estimated Accuracy
 EW0510;SPC CA 5     -   627,090.    1,982,350.      MT  (+/- 180 meters Scaled)
 EW0510
 EW0510                          SUPERSEDED SURVEY CONTROL
 EW0510
 EW0510  NGVD 29 (??/??/??)  769.85   (m)         2525.7    (f) RESET       3  
 EW0510
 EW0510.Superseded values are not recommended for survey control.
 EW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0510.See file dsdata.txt to determine how the superseded data were derived.
 EW0510
 EW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU907343(NAD 83)
 EW0510_MARKER: DD = SURVEY DISK
 EW0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0510_STAMPING: BM 104-7 1957
 EW0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0510+STABILITY: SURFACE MOTION
 EW0510
 EW0510  HISTORY     - Date     Condition        Report By
 EW0510  HISTORY     - 1957     MONUMENTED       CA-037
 EW0510  HISTORY     - 1961     GOOD             NGS
 EW0510
 EW0510                          STATION DESCRIPTION
 EW0510
 EW0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0510'7.4 MI SW FROM LANCASTER.
 EW0510'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0510'FROM THE STATION AT LANCASTER, THENCE 3.65 MILES WEST ALONG
 EW0510'AVENUE M, AT THE T JUNCTION OF A DIRT ROAD SOUTHEAST TO A
 EW0510'FARMHOUSE, 33.5 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE,
 EW0510'5.4 FEET NORTHEAST OF POWER LINE POLE 1054605E WITH GUY WIRE,
 EW0510'9.8 FEET NORTH OF A MAIL BOX, 1.4 FEET NORTHWEST OF A WITNESS POST,
 EW0510'ABOUT 5 FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A
 EW0510'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3042 ***********************************************************************
 EW3042  DESIGNATION -  104 A LAWW AND S
 EW3042  PID         -  EW3042
 EW3042  STATE/COUNTY-  CA/LOS ANGELES
 EW3042  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3042
 EW3042                         *CURRENT SURVEY CONTROL
 EW3042  ___________________________________________________________________
 EW3042* NAD 83(1986)-  34 46 34.     (N)    118 35 09.     (W)     SCALED    
 EW3042* NAVD 88     -       929.25   (+/-2cm)    3048.7    (feet)  VERTCON   
 EW3042  ___________________________________________________________________
 EW3042  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3042  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3042
 EW3042.The horizontal coordinates were scaled from a topographic map and have
 EW3042.an estimated accuracy of +/- 6 seconds.
 EW3042
 EW3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3042.The vertical order pertains to the NGVD 29 superseded value.
 EW3042
 EW3042.The geoid height was determined by GEOID03.
 EW3042
 EW3042;                    North         East    Units  Estimated Accuracy
 EW3042;SPC CA 5     -   641,710.    1,946,380.      MT  (+/- 180 meters Scaled)
 EW3042
 EW3042                          SUPERSEDED SURVEY CONTROL
 EW3042
 EW3042  NGVD 29 (??/??/92)  928.355  (m)         3045.78   (f) ADJ UNCH    1 1
 EW3042
 EW3042.Superseded values are not recommended for survey control.
 EW3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3042.See file dsdata.txt to determine how the superseded data were derived.
 EW3042
 EW3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU548493(NAD 83)
 EW3042_MARKER: P = PIPE CAP
 EW3042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3042_STAMPING: 104 A LAA
 EW3042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3042
 EW3042  HISTORY     - Date     Condition        Report By
 EW3042  HISTORY     - UNK      MONUMENTED       CA-037
 EW3042  HISTORY     - 1960     GOOD             NGS
 EW3042  HISTORY     - 1971     GOOD             NGS
 EW3042
 EW3042                          STATION DESCRIPTION
 EW3042
 EW3042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3042'11.6 MI NE FROM QUAIL LAKE FIRE STA.
 EW3042'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3042'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 9.3 MILES
 EW3042'EAST ALONG STATE HIGHWAY 138, AT A RISE IN THE HIGHWAY, 232 FEET
 EW3042'EAST OF THE CENTER OF THE CROSSING OF THE LOS ANGELES AQUEDUCT,
 EW3042'27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60.9 FEET
 EW3042'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE BUILDING,
 EW3042'17 FEET EAST OF THE CENTER LINE OF A DIRT ROAD SOUTH, 9.5 FEET
 EW3042'EAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR
 EW3042'A CATTLE GUARD, 4 1/2 FEET NORTHEAST OF A FENCE CORNER, 0.6 FOOT
 EW3042'SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 EW3042'HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE 0.4 FOOT
 EW3042'UNDERGROUND.
 EW3042
 EW3042                          STATION RECOVERY (1971)
 EW3042
 EW3042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0179 ***********************************************************************
 DY0179  DESIGNATION -  104 USN
 DY0179  PID         -  DY0179
 DY0179  STATE/COUNTY-  CA/LOS ANGELES
 DY0179  USGS QUAD   -  LONG BEACH (1981)
 DY0179
 DY0179                         *CURRENT SURVEY CONTROL
 DY0179  ___________________________________________________________________
 DY0179* NAD 83(1986)-  33 45 08.     (N)    118 13 42.     (W)     SCALED    
 DY0179* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 DY0179  ___________________________________________________________________
 DY0179  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0179  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0179
 DY0179.The horizontal coordinates were scaled from a topographic map and have
 DY0179.an estimated accuracy of +/- 6 seconds.
 DY0179
 DY0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0179.The vertical order pertains to the NGVD 29 superseded value.
 DY0179
 DY0179.The geoid height was determined by GEOID03.
 DY0179
 DY0179;                    North         East    Units  Estimated Accuracy
 DY0179;SPC CA 5     -   528,000.    1,978,840.      MT  (+/- 180 meters Scaled)
 DY0179
 DY0179                          SUPERSEDED SURVEY CONTROL
 DY0179
 DY0179  NGVD 29 (??/??/92)    2.682  (m)            8.80   (f) ADJ UNCH    1 2
 DY0179
 DY0179.Superseded values are not recommended for survey control.
 DY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0179.See file dsdata.txt to determine how the superseded data were derived.
 DY0179
 DY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862353(NAD 83)
 DY0179_MARKER: DD = SURVEY DISK
 DY0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0179_SP_SET: CURB
 DY0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0179
 DY0179  HISTORY     - Date     Condition        Report By
 DY0179  HISTORY     - UNK      MONUMENTED       DOD
 DY0179  HISTORY     - 1945     GOOD             NGS
 DY0179  HISTORY     - 1949     GOOD             NGS
 DY0179
 DY0179                          STATION DESCRIPTION
 DY0179
 DY0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0179'AT LONG BEACH.
 DY0179'ON TERMINAL ISLAND AT DRY DOCKS AREA.  LOCATED AT THE SOUTHWEST
 DY0179'(OUTER) CORNER OF PIER NO. 2 ABOUT 1.0 FOOT NORTH OF THE SOUTH
 DY0179'CURBLINE (INSIDE FACE) AND 1.0 FOOT EAST OF THE WEST CURBLINE
 DY0179'(INSIDE FACE).  MARK IS 0.7 FOOT HIGHER THAN THE PIER SURFACE.
 DY0179'THE TOP OF A SPIKE.
 DY0179
 DY0179                          STATION RECOVERY (1949)
 DY0179
 DY0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DY0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8606 ***********************************************************************
 AB8606  DESIGNATION -  104.03015
 AB8606  PID         -  AB8606
 AB8606  STATE/COUNTY-  CA/LOS ANGELES
 AB8606  USGS QUAD   -  SAN DIMAS (1981)
 AB8606
 AB8606                         *CURRENT SURVEY CONTROL
 AB8606  ___________________________________________________________________
 AB8606* NAD 83(1986)-  34 04 22.     (N)    117 45 36.     (W)     SCALED    
 AB8606* NAVD 88     -       275.341  (meters)     903.35   (feet)  ADJUSTED  
 AB8606  ___________________________________________________________________
 AB8606  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AB8606  DYNAMIC HT  -         275.038 (meters)     902.35  (feet)  COMP
 AB8606  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 AB8606
 AB8606  VERT ORDER  -  THIRD
 AB8606
 AB8606.The horizontal coordinates were scaled from a topographic map and have
 AB8606.an estimated accuracy of +/- 6 seconds.
 AB8606
 AB8606.The orthometric height was determined by differential leveling
 AB8606.and adjusted in February 1997.
 AB8606
 AB8606.The geoid height was determined by GEOID03.
 AB8606
 AB8606.The dynamic height is computed by dividing the NAVD 88
 AB8606.geopotential number by the normal gravity value computed on the
 AB8606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8606.degrees latitude (g = 980.6199 gals.).
 AB8606
 AB8606.The modeled gravity was interpolated from observed gravity values.
 AB8606
 AB8606;                    North         East    Units  Estimated Accuracy
 AB8606;SPC CA 5     -   563,560.    2,022,150.      MT  (+/- 180 meters Scaled)
 AB8606
 AB8606                          SUPERSEDED SURVEY CONTROL
 AB8606
 AB8606.No superseded survey control is available for this station.
 AB8606
 AB8606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT298704(NAD 83)
 AB8606_MARKER: DB = BENCH MARK DISK
 AB8606_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB8606_SP_SET: BRIDGE HEADWALL
 AB8606_STAMPING: BM 104.03015 1967
 AB8606_MARK LOGO: LACFCD
 AB8606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8606+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1994
 AB8606
 AB8606  HISTORY     - Date     Condition        Report By
 AB8606  HISTORY     - 1967     MONUMENTED       LACFCD
 AB8606  HISTORY     - 19940617 GOOD             MWDSC
 AB8606  HISTORY     - 20070603 GOOD             GEOCAC
 AB8606
 AB8606                          STATION DESCRIPTION
 AB8606
 AB8606'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8606'POMONA, NEAR THE INTERSECTION OF WHITE AV.  AND VAL VISTA ST.  AT THE
 AB8606'SOUTHWEST CORNER OF FLOOD CONTROL BRIDGE, 30 FEET (9.1 M) SOUTH OF VAL
 AB8606'VISTA ST.  AND 135 FEET (41.1 M) WEST OF WHITE AV.  FOUND A 2 INCH
 AB8606'DOMED HEAD LACFCD BRASS DISK STAMPED BM 104.03015 1967 IN TOP OF
 AB8606'WESTERLY END OF CONCRETE HEADWALL OVER SAN JOSE CREEK FLOOD CONTROL
 AB8606'CHANNEL.  REFERENCE MWD FB 4038 01 082.
 AB8606
 AB8606                          STATION RECOVERY (2007)
 AB8606
 AB8606'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0138 ***********************************************************************
 GU0138  DESIGNATION -  104.18 R
 GU0138  PID         -  GU0138
 GU0138  STATE/COUNTY-  CA/FRESNO
 GU0138  USGS QUAD   -  CHOUNET RANCH (1971)
 GU0138
 GU0138                         *CURRENT SURVEY CONTROL
 GU0138  ___________________________________________________________________
 GU0138* NAD 83(1986)-  36 44 08.     (N)    120 38 27.     (W)     SCALED    
 GU0138* NAVD 88     -       103.530  (meters)     339.66   (feet)  ADJUSTED  
 GU0138  ___________________________________________________________________
 GU0138  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GU0138  DYNAMIC HT  -         103.443 (meters)     339.38  (feet)  COMP
 GU0138  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 GU0138
 GU0138  VERT ORDER  -  FIRST     CLASS I
 GU0138
 GU0138.The horizontal coordinates were scaled from a topographic map and have
 GU0138.an estimated accuracy of +/- 6 seconds.
 GU0138
 GU0138.The orthometric height was determined by differential leveling
 GU0138.and adjusted in June 1991.
 GU0138
 GU0138.The geoid height was determined by GEOID03.
 GU0138
 GU0138.The dynamic height is computed by dividing the NAVD 88
 GU0138.geopotential number by the normal gravity value computed on the
 GU0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0138.degrees latitude (g = 980.6199 gals.).
 GU0138
 GU0138.The modeled gravity was interpolated from observed gravity values.
 GU0138
 GU0138;                    North         East    Units  Estimated Accuracy
 GU0138;SPC CA 4     -   656,850.    1,853,460.      MT  (+/- 180 meters Scaled)
 GU0138
 GU0138                          SUPERSEDED SURVEY CONTROL
 GU0138
 GU0138  NGVD 29 (??/??/92)  102.649  (m)          336.77   (f) ADJ UNCH    1 1
 GU0138
 GU0138.Superseded values are not recommended for survey control.
 GU0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0138.See file dsdata.txt to determine how the superseded data were derived.
 GU0138
 GU0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF106681(NAD 83)
 GU0138_MARKER: DD = SURVEY DISK
 GU0138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0138_SP_SET: RETAINING WALL
 GU0138_STAMPING: 104.18 R
 GU0138_MARK LOGO: BOR   
 GU0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0138+STABILITY: SURFACE MOTION
 GU0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0138+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0138
 GU0138  HISTORY     - Date     Condition        Report By
 GU0138  HISTORY     - UNK      MONUMENTED       BOR
 GU0138  HISTORY     - 1967     GOOD             NGS
 GU0138  HISTORY     - 1975     GOOD             NGS
 GU0138  HISTORY     - 19891128 GOOD             NGS
 GU0138
 GU0138                          STATION DESCRIPTION
 GU0138
 GU0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0138'17.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0138'17.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0138'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0138'R12E T14S, SECTION 2, IN THE TOP OF A CONCRETE RETAINING WALL FOR
 GU0138'A TURNOUT STRUCTURE, 16 FEET NORTH OF THE CENTER LINE OF THE
 GU0138'ROAD, 0.5 FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT
 GU0138'1 FOOT HIGHER THAN THE ROAD.
 GU0138
 GU0138                          STATION RECOVERY (1975)
 GU0138
 GU0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0138'RECOVERED IN GOOD CONDITION.
 GU0138
 GU0138                          STATION RECOVERY (1989)
 GU0138
 GU0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0574 ***********************************************************************
 GU0574  DESIGNATION -  104.19 USBR
 GU0574  PID         -  GU0574
 GU0574  STATE/COUNTY-  CA/FRESNO
 GU0574  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0574
 GU0574                         *CURRENT SURVEY CONTROL
 GU0574  ___________________________________________________________________
 GU0574* NAD 83(1986)-  36 52 24.     (N)    120 32 29.     (W)     SCALED    
 GU0574* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 GU0574  ___________________________________________________________________
 GU0574  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0574
 GU0574.The horizontal coordinates were scaled from a topographic map and have
 GU0574.an estimated accuracy of +/- 6 seconds.
 GU0574
 GU0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0574.The vertical order pertains to the NGVD 29 superseded value.
 GU0574
 GU0574.The geoid height was determined by GEOID03.
 GU0574
 GU0574;                    North         East    Units  Estimated Accuracy
 GU0574;SPC CA 4     -   671,990.    1,862,580.      MT  (+/- 180 meters Scaled)
 GU0574
 GU0574                          SUPERSEDED SURVEY CONTROL
 GU0574
 GU0574  NGVD 29 (??/??/92)   49.248  (m)          161.57   (f) ADJ UNCH    2 0
 GU0574
 GU0574.Superseded values are not recommended for survey control.
 GU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0574.See file dsdata.txt to determine how the superseded data were derived.
 GU0574
 GU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF191836(NAD 83)
 GU0574_MARKER: DD = SURVEY DISK
 GU0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0574_SP_SET: DRAIN INLET
 GU0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0574
 GU0574  HISTORY     - Date     Condition        Report By
 GU0574  HISTORY     - UNK      MONUMENTED       BOR
 GU0574  HISTORY     - 1955     GOOD             NGS
 GU0574  HISTORY     - 1972     GOOD             NGS
 GU0574
 GU0574                          STATION DESCRIPTION
 GU0574
 GU0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0574'3.6 MI NW FROM SONORA.
 GU0574'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 3.4
 GU0574'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0574'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0574'104.19, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0574'WALL, 19 FEET (SLOPE MEASURMENT) SOUTH OF THE CENTER LINE OF THE
 GU0574'ROAD, AND ABOUT 7 FEET LOWER THAN THE ROAD.
 GU0574
 GU0574                          STATION RECOVERY (1972)
 GU0574
 GU0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0137 ***********************************************************************
 GU0137  DESIGNATION -  104.20 R
 GU0137  PID         -  GU0137
 GU0137  STATE/COUNTY-  CA/FRESNO
 GU0137  USGS QUAD   -  CHOUNET RANCH (1971)
 GU0137
 GU0137                         *CURRENT SURVEY CONTROL
 GU0137  ___________________________________________________________________
 GU0137* NAD 83(1986)-  36 44 11.     (N)    120 38 18.     (W)     SCALED    
 GU0137* NAVD 88     -       103.44   (+/-2cm)     339.4    (feet)  VERTCON   
 GU0137  ___________________________________________________________________
 GU0137  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GU0137  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0137
 GU0137.The horizontal coordinates were scaled from a topographic map and have
 GU0137.an estimated accuracy of +/- 6 seconds.
 GU0137
 GU0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0137.The vertical order pertains to the NGVD 29 superseded value.
 GU0137
 GU0137.The geoid height was determined by GEOID03.
 GU0137
 GU0137;                    North         East    Units  Estimated Accuracy
 GU0137;SPC CA 4     -   656,930.    1,853,680.      MT  (+/- 180 meters Scaled)
 GU0137
 GU0137                          SUPERSEDED SURVEY CONTROL
 GU0137
 GU0137  NGVD 29 (??/??/92)  102.645  (m)          336.76   (f) ADJ UNCH    1 1
 GU0137
 GU0137.Superseded values are not recommended for survey control.
 GU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0137.See file dsdata.txt to determine how the superseded data were derived.
 GU0137
 GU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF108682(NAD 83)
 GU0137_MARKER: DD = SURVEY DISK
 GU0137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0137_SP_SET: RETAINING WALL
 GU0137_STAMPING: 104.20 R
 GU0137_MARK LOGO: BOR   
 GU0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0137+STABILITY: SURFACE MOTION
 GU0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0137+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0137
 GU0137  HISTORY     - Date     Condition        Report By
 GU0137  HISTORY     - UNK      MONUMENTED       BOR
 GU0137  HISTORY     - 1967     GOOD             NGS
 GU0137  HISTORY     - 1975     GOOD             NGS
 GU0137  HISTORY     - 19891128 GOOD             NGS
 GU0137
 GU0137                          STATION DESCRIPTION
 GU0137
 GU0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0137'17.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0137'17.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0137'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0137'R12E T14S, SECTION 2, IN THE TOP OF A CONCRETE RETAINING WALL
 GU0137'FOR A TURNOUT STRUCTURE, 112 FEET EAST OF BENCH MARK 104.18
 GU0137'(USBR), 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5
 GU0137'FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT LEVEL WITH
 GU0137'THE ROAD.
 GU0137
 GU0137                          STATION RECOVERY (1975)
 GU0137
 GU0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0137'RECOVERED IN GOOD CONDITION.
 GU0137
 GU0137                          STATION RECOVERY (1989)
 GU0137
 GU0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0573 ***********************************************************************
 GU0573  DESIGNATION -  104.37 RESET 1966
 GU0573  PID         -  GU0573
 GU0573  STATE/COUNTY-  CA/FRESNO
 GU0573  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0573
 GU0573                         *CURRENT SURVEY CONTROL
 GU0573  ___________________________________________________________________
 GU0573* NAD 83(1986)-  36 52 23.     (N)    120 32 17.     (W)     SCALED    
 GU0573* NAVD 88     -        50.12   (+/-2cm)     164.4    (feet)  VERTCON   
 GU0573  ___________________________________________________________________
 GU0573  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0573
 GU0573.The horizontal coordinates were scaled from a topographic map and have
 GU0573.an estimated accuracy of +/- 6 seconds.
 GU0573
 GU0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0573.The vertical order pertains to the NGVD 29 superseded value.
 GU0573
 GU0573.The geoid height was determined by GEOID03.
 GU0573
 GU0573;                    North         East    Units  Estimated Accuracy
 GU0573;SPC CA 4     -   671,950.    1,862,880.      MT  (+/- 180 meters Scaled)
 GU0573
 GU0573                          SUPERSEDED SURVEY CONTROL
 GU0573
 GU0573  NGVD 29 (??/??/92)   49.428  (m)          162.16   (f) ADJ UNCH    2 0
 GU0573
 GU0573.Superseded values are not recommended for survey control.
 GU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0573.See file dsdata.txt to determine how the superseded data were derived.
 GU0573
 GU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF194836(NAD 83)
 GU0573_MARKER: DD = SURVEY DISK
 GU0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0573_SP_SET: CONCRETE INLET
 GU0573_STAMPING: 104.37
 GU0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0573
 GU0573  HISTORY     - Date     Condition        Report By
 GU0573  HISTORY     - UNK      MONUMENTED       BOR
 GU0573  HISTORY     - 1966     GOOD             NGS
 GU0573  HISTORY     - 1972     GOOD             NGS
 GU0573
 GU0573                          STATION DESCRIPTION
 GU0573
 GU0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0573'3.4 MI NW FROM SONORA.
 GU0573'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA,
 GU0573'THENCE 3.2 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST LEVEE
 GU0573'OF DELTA-MENDOTA CANAL, 0.15 MILE EAST OF BRIDGE 104.22 OVER
 GU0573'THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0573'WALL OF CONCRETE INLET STRUCTURE D.I. 104.37, 28 FEET SOUTH
 GU0573'OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE
 GU0573'ROAD.
 GU0573
 GU0573                          STATION RECOVERY (1972)
 GU0573
 GU0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0572 ***********************************************************************
 GU0572  DESIGNATION -  104.37 USBR
 GU0572  PID         -  GU0572
 GU0572  STATE/COUNTY-  CA/FRESNO
 GU0572  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0572
 GU0572                         *CURRENT SURVEY CONTROL
 GU0572  ___________________________________________________________________
 GU0572* NAD 83(1986)-  36 52 23.     (N)    120 32 17.     (W)     SCALED    
 GU0572* NAVD 88     -        49.88   (+/-2cm)     163.6    (feet)  VERTCON   
 GU0572  ___________________________________________________________________
 GU0572  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0572
 GU0572.The horizontal coordinates were scaled from a topographic map and have
 GU0572.an estimated accuracy of +/- 6 seconds.
 GU0572
 GU0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0572.The vertical order pertains to the NGVD 29 superseded value.
 GU0572
 GU0572.The geoid height was determined by GEOID03.
 GU0572
 GU0572;                    North         East    Units  Estimated Accuracy
 GU0572;SPC CA 4     -   671,950.    1,862,880.      MT  (+/- 180 meters Scaled)
 GU0572
 GU0572                          SUPERSEDED SURVEY CONTROL
 GU0572
 GU0572  NGVD 29 (??/??/92)   49.188  (m)          161.38   (f) ADJ UNCH    2 0
 GU0572
 GU0572.Superseded values are not recommended for survey control.
 GU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0572.See file dsdata.txt to determine how the superseded data were derived.
 GU0572
 GU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF194836(NAD 83)
 GU0572_MARKER: DD = SURVEY DISK
 GU0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0572_SP_SET: DRAIN INLET
 GU0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0572
 GU0572  HISTORY     - Date     Condition        Report By
 GU0572  HISTORY     - UNK      MONUMENTED       BOR
 GU0572  HISTORY     - 1955     GOOD             NGS
 GU0572  HISTORY     - 1966     GOOD             NGS
 GU0572
 GU0572                          STATION DESCRIPTION
 GU0572
 GU0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0572'3.4 MI NW FROM SONORA.
 GU0572'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 3.2
 GU0572'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0572'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0572'104.37, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0572'WALL, 18 1/2 FEET (SLOPE MEASURMENT) SOUTH OF THE CENTER LINE
 GU0572'OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.
 GU0572
 GU0572                          STATION RECOVERY (1966)
 GU0572
 GU0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0570 ***********************************************************************
 GU0570  DESIGNATION -  104.87 USBR
 GU0570  PID         -  GU0570
 GU0570  STATE/COUNTY-  CA/FRESNO
 GU0570  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0570
 GU0570                         *CURRENT SURVEY CONTROL
 GU0570  ___________________________________________________________________
 GU0570* NAD 83(1986)-  36 52 16.     (N)    120 31 49.     (W)     SCALED    
 GU0570* NAVD 88     -        50.10   (+/-2cm)     164.4    (feet)  VERTCON   
 GU0570  ___________________________________________________________________
 GU0570  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0570
 GU0570.The horizontal coordinates were scaled from a topographic map and have
 GU0570.an estimated accuracy of +/- 6 seconds.
 GU0570
 GU0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0570.The vertical order pertains to the NGVD 29 superseded value.
 GU0570
 GU0570.The geoid height was determined by GEOID03.
 GU0570
 GU0570;                    North         East    Units  Estimated Accuracy
 GU0570;SPC CA 4     -   671,720.    1,863,570.      MT  (+/- 180 meters Scaled)
 GU0570
 GU0570                          SUPERSEDED SURVEY CONTROL
 GU0570
 GU0570  NGVD 29 (??/??/92)   49.409  (m)          162.10   (f) ADJ UNCH    2 0
 GU0570
 GU0570.Superseded values are not recommended for survey control.
 GU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0570.See file dsdata.txt to determine how the superseded data were derived.
 GU0570
 GU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF201834(NAD 83)
 GU0570_MARKER: DD = SURVEY DISK
 GU0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0570_SP_SET: DRAIN INLET
 GU0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0570
 GU0570  HISTORY     - Date     Condition        Report By
 GU0570  HISTORY     - UNK      MONUMENTED       BOR
 GU0570  HISTORY     - 1955     GOOD             NGS
 GU0570  HISTORY     - 1966     GOOD             NGS
 GU0570
 GU0570                          STATION DESCRIPTION
 GU0570
 GU0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0570'2.9 MI NW FROM SONORA.
 GU0570'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.7
 GU0570'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0570'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0570'104.87, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0570'WALL, 16 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE
 GU0570'OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 GU0570
 GU0570                          STATION RECOVERY (1966)
 GU0570
 GU0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0571 ***********************************************************************
 GU0571  DESIGNATION -  104.87 USBR
 GU0571  PID         -  GU0571
 GU0571  STATE/COUNTY-  CA/FRESNO
 GU0571  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0571
 GU0571                         *CURRENT SURVEY CONTROL
 GU0571  ___________________________________________________________________
 GU0571* NAD 83(1986)-  36 52 16.     (N)    120 31 48.     (W)     SCALED    
 GU0571* NAVD 88     -        50.05   (+/-2cm)     164.2    (feet)  VERTCON   
 GU0571  ___________________________________________________________________
 GU0571  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0571
 GU0571.The horizontal coordinates were scaled from a topographic map and have
 GU0571.an estimated accuracy of +/- 6 seconds.
 GU0571
 GU0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0571.The vertical order pertains to the NGVD 29 superseded value.
 GU0571
 GU0571.The geoid height was determined by GEOID03.
 GU0571
 GU0571;                    North         East    Units  Estimated Accuracy
 GU0571;SPC CA 4     -   671,720.    1,863,600.      MT  (+/- 180 meters Scaled)
 GU0571
 GU0571                          SUPERSEDED SURVEY CONTROL
 GU0571
 GU0571  NGVD 29 (??/??/92)   49.36   (m)          161.9    (f) COMPUTED    2 0
 GU0571
 GU0571.Superseded values are not recommended for survey control.
 GU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0571.See file dsdata.txt to determine how the superseded data were derived.
 GU0571
 GU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF201834(NAD 83)
 GU0571_MARKER: DD = SURVEY DISK
 GU0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0571_SP_SET: INLET
 GU0571_STAMPING: D I 104.87
 GU0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0571
 GU0571  HISTORY     - Date     Condition        Report By
 GU0571  HISTORY     - UNK      MONUMENTED       BOR
 GU0571  HISTORY     - 1966     GOOD             NGS
 GU0571  HISTORY     - 1972     GOOD             NGS
 GU0571
 GU0571                          STATION DESCRIPTION
 GU0571
 GU0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0571'2.9 MI NW FROM SONORA.
 GU0571'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA,
 GU0571'THENCE 2.7 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST LEVEE
 GU0571'OF DELTA-MENDOTA CANAL, 0.1 MILE EAST OF BRIDGE 104.75 OVER
 GU0571'THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0571'WALL OF INLET STRUCTURE D.I. 104.87, 36 FEET SOUTH OF THE
 GU0571'CENTER LINE OF THE ROAD, AND ABOUT 7 FEET LOWER THAN THE ROAD.
 GU0571
 GU0571                          STATION RECOVERY (1972)
 GU0571
 GU0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4032 ***********************************************************************
 EW4032  DESIGNATION -  104.9 USGS
 EW4032  PID         -  EW4032
 EW4032  STATE/COUNTY-  CA/LOS ANGELES
 EW4032  USGS QUAD   -  TOPANGA (1991)
 EW4032
 EW4032                         *CURRENT SURVEY CONTROL
 EW4032  ___________________________________________________________________
 EW4032* NAD 83(1986)-  34 02 54.     (N)    118 34 46.     (W)     SCALED    
 EW4032* NAVD 88     -        32.76   (+/-2cm)     107.5    (feet)  VERTCON   
 EW4032  ___________________________________________________________________
 EW4032  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 EW4032  VERT ORDER  -  THIRD (See Below)
 EW4032
 EW4032.The horizontal coordinates were scaled from a topographic map and have
 EW4032.an estimated accuracy of +/- 6 seconds.
 EW4032
 EW4032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4032.The vertical order pertains to the NGVD 29 superseded value.
 EW4032
 EW4032.The geoid height was determined by GEOID03.
 EW4032
 EW4032;                    North         East    Units  Estimated Accuracy
 EW4032;SPC CA 5     -   560,980.    1,946,500.      MT  (+/- 180 meters Scaled)
 EW4032
 EW4032                          SUPERSEDED SURVEY CONTROL
 EW4032
 EW4032  NGVD 29 (??/??/??)   31.98   (m)          104.9    (f) RESET       3  
 EW4032
 EW4032.Superseded values are not recommended for survey control.
 EW4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4032.See file dsdata.txt to determine how the superseded data were derived.
 EW4032
 EW4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT542686(NAD 83)
 EW4032_MARKER: Q = CHISELED SQUARE
 EW4032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4032_SP_SET: CULVERT
 EW4032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4032
 EW4032  HISTORY     - Date     Condition        Report By
 EW4032  HISTORY     - UNK      MONUMENTED       USGS
 EW4032  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW4032
 EW4032                          STATION DESCRIPTION
 EW4032
 EW4032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4032'0.7 MI S FROM ELKHORN CAMP.
 EW4032'0.7 MILE SOUTH ALONG STATE HIGHWAY 27 (TOPANGA CANYON AVENUE)
 EW4032'FROM ELKHORN CAMP, LOS ANGELES COUNTY, AT HIGHWAY STATION
 EW4032'6-18-36, AT A CONCRETE CULVERT, ON THE TOP OF THE EAST CONCRETE
 EW4032'HEADWALL, AND 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 EW4032'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9240 ***********************************************************************
 JT9240  DESIGNATION -  1041
 JT9240  PID         -  JT9240
 JT9240  STATE/COUNTY-  CA/NAPA
 JT9240  USGS QUAD   -  NAPA (1980)
 JT9240
 JT9240                         *CURRENT SURVEY CONTROL
 JT9240  ___________________________________________________________________
 JT9240* NAD 83(1986)-  38 17 24.     (N)    122 18 10.     (W)     SCALED    
 JT9240* NAVD 88     -         9.68   (+/-2cm)      31.8    (feet)  VERTCON   
 JT9240  ___________________________________________________________________
 JT9240  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9240  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9240
 JT9240.The horizontal coordinates were scaled from a topographic map and have
 JT9240.an estimated accuracy of +/- 6 seconds.
 JT9240
 JT9240.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9240.The vertical order pertains to the NGVD 29 superseded value.
 JT9240
 JT9240.The geoid height was determined by GEOID03.
 JT9240
 JT9240;                    North         East    Units  Estimated Accuracy
 JT9240;SPC CA 2     -   569,240.    1,973,510.      MT  (+/- 180 meters Scaled)
 JT9240
 JT9240                          SUPERSEDED SURVEY CONTROL
 JT9240
 JT9240  NGVD 29 (??/??/92)    8.905  (m)           29.22   (f) ADJ UNCH    2 2
 JT9240
 JT9240.Superseded values are not recommended for survey control.
 JT9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9240.See file dsdata.txt to determine how the superseded data were derived.
 JT9240
 JT9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609382(NAD 83)
 JT9240_MARKER: Z = SEE DESCRIPTION
 JT9240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9240_SP_SET: WELL MONUMENT
 JT9240_MARK LOGO: CA2330
 JT9240_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9240
 JT9240  HISTORY     - Date     Condition        Report By
 JT9240  HISTORY     - 1971     MONUMENTED       CA2330
 JT9240
 JT9240                          STATION DESCRIPTION
 JT9240
 JT9240'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9240'AT INTERSECTION OF FREEWAY DRIVE AND ASPEN, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0511 ***********************************************************************
 LU0511  DESIGNATION -  1041.3 USGS
 LU0511  PID         -  LU0511
 LU0511  STATE/COUNTY-  CA/SHASTA
 LU0511  USGS QUAD   -  
 LU0511
 LU0511                         *CURRENT SURVEY CONTROL
 LU0511  ___________________________________________________________________
 LU0511* NAD 83(1986)-  40 27 40.     (N)    122 32 09.     (W)     SCALED    
 LU0511* NAVD 88     -       318.04   (+/-2cm)    1043.4    (feet)  VERTCON   
 LU0511  ___________________________________________________________________
 LU0511  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 LU0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0511
 LU0511.The horizontal coordinates were scaled from a topographic map and have
 LU0511.an estimated accuracy of +/- 6 seconds.
 LU0511
 LU0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0511.The vertical order pertains to the NGVD 29 superseded value.
 LU0511
 LU0511.The geoid height was determined by GEOID03.
 LU0511
 LU0511;                    North         East    Units  Estimated Accuracy
 LU0511;SPC CA 1     -   625,370.    1,954,560.      MT  (+/- 180 meters Scaled)
 LU0511
 LU0511                          SUPERSEDED SURVEY CONTROL
 LU0511
 LU0511  NGVD 29 (??/??/92)  317.238  (m)         1040.81   (f) ADJ UNCH    2 0
 LU0511
 LU0511.Superseded values are not recommended for survey control.
 LU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0511.See file dsdata.txt to determine how the superseded data were derived.
 LU0511
 LU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK393790(NAD 83)
 LU0511_MARKER: N = NAIL
 LU0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0511_SP_SET: TREE
 LU0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0511
 LU0511  HISTORY     - Date     Condition        Report By
 LU0511  HISTORY     - UNK      MONUMENTED       USGS
 LU0511  HISTORY     - 1949     GOOD             NGS
 LU0511  HISTORY     - 1977     MARK NOT FOUND   USGS
 LU0511
 LU0511                          STATION DESCRIPTION
 LU0511
 LU0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0511'3.5 MI S FROM IGO.
 LU0511'1.1 MILES SOUTH ALONG THE ONO ROAD FROM THE POST OFFICE AT IGO,
 LU0511'THENCE 2.4 MILES SOUTH ALONG THE COTTONWOOD ROAD, 68 1/2 FEET
 LU0511'EAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTHEAST OF THE
 LU0511'CENTER OF A WOODEN GATE ACROSS A ROAD LEADING EAST, DRIVEN
 LU0511'IN THE TOP OF A ROOT ON THE NORTHWEST SIDE OF A 16-INCH WHITE
 LU0511'OAK TREE, AND ABOUT LEVEL WITH THE GROUND.
 LU0511
 LU0511                          STATION RECOVERY (1977)
 LU0511
 LU0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LU0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1780 ***********************************************************************
 JT1780  DESIGNATION -  1043
 JT1780  PID         -  JT1780
 JT1780  STATE/COUNTY-  CA/NAPA
 JT1780  USGS QUAD   -  NAPA (1980)
 JT1780
 JT1780                         *CURRENT SURVEY CONTROL
 JT1780  ___________________________________________________________________
 JT1780* NAD 83(1986)-  38 16 54.     (N)    122 17 21.     (W)     SCALED    
 JT1780* NAVD 88     -         3.81   (+/-2cm)      12.5    (feet)  VERTCON   
 JT1780  ___________________________________________________________________
 JT1780  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1780  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1780
 JT1780.The horizontal coordinates were scaled from a topographic map and have
 JT1780.an estimated accuracy of +/- 6 seconds.
 JT1780
 JT1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1780.The vertical order pertains to the NGVD 29 superseded value.
 JT1780
 JT1780.The geoid height was determined by GEOID03.
 JT1780
 JT1780;                    North         East    Units  Estimated Accuracy
 JT1780;SPC CA 2     -   568,310.    1,974,700.      MT  (+/- 180 meters Scaled)
 JT1780
 JT1780                          SUPERSEDED SURVEY CONTROL
 JT1780
 JT1780  NGVD 29 (??/??/92)    3.04   (m)           10.0    (f) COMPUTED    1 1
 JT1780
 JT1780.Superseded values are not recommended for survey control.
 JT1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1780.See file dsdata.txt to determine how the superseded data were derived.
 JT1780
 JT1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621373(NAD 83)
 JT1780_MARKER: DD = SURVEY DISK
 JT1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1780_SP_SET: CONCRETE POST
 JT1780_MARK LOGO: CA2330
 JT1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1780+STABILITY: SURFACE MOTION
 JT1780
 JT1780  HISTORY     - Date     Condition        Report By
 JT1780  HISTORY     - 1971     MONUMENTED       CA2330
 JT1780
 JT1780                          STATION DESCRIPTION
 JT1780
 JT1780'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1780'AT INTERSECTION OF COOMBS AND IMOLA AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1412 ***********************************************************************
 DX1412  DESIGNATION -  1044
 DX1412  PID         -  DX1412
 DX1412  STATE/COUNTY-  CA/SAN DIEGO
 DX1412  USGS QUAD   -  TEMECULA (1975)
 DX1412
 DX1412                         *CURRENT SURVEY CONTROL
 DX1412  ___________________________________________________________________
 DX1412* NAD 83(1986)-  33 24 49.     (N)    117 08 55.     (W)     SCALED    
 DX1412* NAVD 88     -       319.23   (+/-2cm)    1047.3    (feet)  VERTCON   
 DX1412  ___________________________________________________________________
 DX1412  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DX1412  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1412
 DX1412.The horizontal coordinates were scaled from a topographic map and have
 DX1412.an estimated accuracy of +/- 6 seconds.
 DX1412
 DX1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1412.The vertical order pertains to the NGVD 29 superseded value.
 DX1412
 DX1412.The geoid height was determined by GEOID03.
 DX1412
 DX1412;                    North         East    Units  Estimated Accuracy
 DX1412;SPC CA 6     -   638,650.    1,916,420.      MT  (+/- 180 meters Scaled)
 DX1412
 DX1412                          SUPERSEDED SURVEY CONTROL
 DX1412
 DX1412  NGVD 29 (??/??/??)  318.550  (m)         1045.11   (f) ADJUSTED    1 2
 DX1412
 DX1412.Superseded values are not recommended for survey control.
 DX1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1412.See file dsdata.txt to determine how the superseded data were derived.
 DX1412
 DX1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS861971(NAD 83)
 DX1412_MARKER: P = PIPE CAP
 DX1412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1412_STAMPING: 1044
 DX1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1412
 DX1412  HISTORY     - Date     Condition        Report By
 DX1412  HISTORY     - UNK      MONUMENTED       USGS
 DX1412  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1412
 DX1412                          STATION DESCRIPTION
 DX1412
 DX1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1412'0.1 MI W FROM RAINBOW.
 DX1412'ABOUT 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 395 AND 5TH
 DX1412'STREET IN RAINBOW VALLEY, 0.1 MILE WEST OF THE JUNCTION OF THE
 DX1412'OLD HIGHWAY 395 AND 5TH STREET (OLD VALLECITOS ROAD), AT THE
 DX1412'NORTHEAST CORNER OF THE SCHOOL YARD AND RIVETED TO THE TOP OF A
 DX1412'3 1/2 INCH IRON PIPE.  NOTE-- A NEW SCHOOL HAS BEEN BUILT AND THE
 DX1412'GROUNDS HAVE BEEN FILLED AND LEVELED AND ALL THE TREES HAVE BEEN
 DX1412'TAKEN OUT AND IT IS BELIEVED THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0689 ***********************************************************************
 LT0689  DESIGNATION -  10451 VA
 LT0689  PID         -  LT0689
 LT0689  STATE/COUNTY-  CA/SHASTA
 LT0689  USGS QUAD   -  LASSEN PEAK (1995)
 LT0689
 LT0689                         *CURRENT SURVEY CONTROL
 LT0689  ___________________________________________________________________
 LT0689* NAD 83(1992)-  40 29 17.43372(N)    121 30 17.96451(W)     ADJUSTED  
 LT0689* NAVD 88     -      3188.     (meters)   10459.     (feet)  SCALED    
 LT0689  ___________________________________________________________________
 LT0689  EPOCH DATE  -        1991.35
 LT0689  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 LT0689  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 LT0689  HORZ ORDER  -  SECOND
 LT0689
 LT0689.The horizontal coordinates were established by classical geodetic methods
 LT0689.and adjusted by the National Geodetic Survey in March 1994.
 LT0689.The horizontal coordinates are valid at the epoch date displayed above.
 LT0689.The epoch date for horizontal control is a decimal equivalence
 LT0689.of Year/Month/Day.
 LT0689
 LT0689.The orthometric height was scaled from a topographic map.
 LT0689
 LT0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LT0689
 LT0689.The geoid height was determined by GEOID03.
 LT0689
 LT0689;                    North         East     Units Scale Factor Converg.
 LT0689;SPC CA 1     -   628,349.265 2,041,964.365   MT  0.99991286   +0 19 25.2
 LT0689;SPC CA 1     - 2,061,509.21  6,699,344.75   sFT  0.99991286   +0 19 25.2
 LT0689;UTM  10      - 4,483,015.694   626,702.475   MT  0.99979761   +0 58 15.0
 LT0689
 LT0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LT0689!SPC CA 1     -   0.99950381  x   0.99991286  =   0.99941671
 LT0689!UTM  10      -   0.99950381  x   0.99979761  =   0.99930152
 LT0689
 LT0689                          SUPERSEDED SURVEY CONTROL
 LT0689
 LT0689  NAD 83(1986)-  40 29 17.43736(N)    121 30 17.96566(W) AD(1984.00) 2
 LT0689  NAD 27      -  40 29 17.86300(N)    121 30 14.03500(W) AD(       ) 2
 LT0689
 LT0689.Superseded values are not recommended for survey control.
 LT0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0689.See file dsdata.txt to determine how the superseded data were derived.
 LT0689
 LT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK2670283016(NAD 83)
 LT0689
 LT0689  HISTORY     - Date     Condition        Report By
 LT0689  HISTORY     - 1948     MONUMENTED       CGS
 LT0689
 LT0689                          STATION DESCRIPTION
 LT0689
 LT0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LT0689'SEE STATION LASSEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4261 ***********************************************************************
 EW4261  DESIGNATION -  1046 CADT
 EW4261  PID         -  EW4261
 EW4261  STATE/COUNTY-  CA/VENTURA
 EW4261  USGS QUAD   -  TRIUNFO PASS (1994)
 EW4261
 EW4261                         *CURRENT SURVEY CONTROL
 EW4261  ___________________________________________________________________
 EW4261* NAD 83(1986)-  34 02 57.     (N)    118 57 10.     (W)     SCALED    
 EW4261* NAVD 88     -        32.91   (+/-2cm)     108.0    (feet)  VERTCON   
 EW4261  ___________________________________________________________________
 EW4261  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EW4261  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4261
 EW4261.The horizontal coordinates were scaled from a topographic map and have
 EW4261.an estimated accuracy of +/- 6 seconds.
 EW4261
 EW4261.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4261.The vertical order pertains to the NGVD 29 superseded value.
 EW4261
 EW4261.The geoid height was determined by GEOID03.
 EW4261
 EW4261;                    North         East    Units  Estimated Accuracy
 EW4261;SPC CA 5     -   561,330.    1,912,030.      MT  (+/- 180 meters Scaled)
 EW4261
 EW4261                          SUPERSEDED SURVEY CONTROL
 EW4261
 EW4261  NGVD 29 (??/??/92)   32.14   (m)          105.4    (f) COMPUTED    1 1
 EW4261
 EW4261.Superseded values are not recommended for survey control.
 EW4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4261.See file dsdata.txt to determine how the superseded data were derived.
 EW4261
 EW4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT197693(NAD 83)
 EW4261_MARKER: P = PIPE CAP
 EW4261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW4261_SP_SET: PIPE
 EW4261_STAMPING: B.M.-1046
 EW4261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4261
 EW4261  HISTORY     - Date     Condition        Report By
 EW4261  HISTORY     - UNK      MONUMENTED       CADH
 EW4261  HISTORY     - 1965     GOOD             CA-111
 EW4261  HISTORY     - 1965     GOOD             CA-111
 EW4261  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW4261
 EW4261                          STATION DESCRIPTION
 EW4261
 EW4261'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4261'IN PORT HUENEME.
 EW4261'BRASS CAP STAMPED BM 1046 IN 2 I.P. AND CONC. BY STATE OF CALI-
 EW4261'FORNIA. MONUMENT MARKER SIGN AND FENCE POST, NORTH SIDE OF P.C.H. NEAR
 EW4261'CENTERLINE STATION 1046 PLUS 00 AND CML TRIANGULATION STATION.
 EW4261
 EW4261                          STATION RECOVERY (1965)
 EW4261
 EW4261'RECOVERY NOTE BY VENTURA COUNTY CALIFORNIA 1965
 EW4261'RECOVERED IN GOOD CONDITION.
 EW4261
 EW4261                          STATION RECOVERY (1977)
 EW4261
 EW4261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6318 ***********************************************************************
 EW6318  DESIGNATION -  1048 11 ACG
 EW6318  PID         -  EW6318
 EW6318  STATE/COUNTY-  CA/VENTURA
 EW6318  USGS QUAD   -  POINT MUGU (1967)
 EW6318
 EW6318                         *CURRENT SURVEY CONTROL
 EW6318  ___________________________________________________________________
 EW6318* NAD 83(1986)-  34 05 53.     (N)    119 06 14.     (W)     SCALED    
 EW6318* NAVD 88     -         3.48   (+/-2cm)      11.4    (feet)  VERTCON   
 EW6318  ___________________________________________________________________
 EW6318  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 EW6318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6318
 EW6318.The horizontal coordinates were scaled from a topographic map and have
 EW6318.an estimated accuracy of +/- 6 seconds.
 EW6318
 EW6318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6318.The vertical order pertains to the NGVD 29 superseded value.
 EW6318
 EW6318.The geoid height was determined by GEOID03.
 EW6318
 EW6318;                    North         East    Units  Estimated Accuracy
 EW6318;SPC CA 5     -   566,900.    1,898,140.      MT  (+/- 180 meters Scaled)
 EW6318
 EW6318                          SUPERSEDED SURVEY CONTROL
 EW6318
 EW6318  NGVD 29 (??/??/92)    2.740  (m)            8.99   (f) ADJ UNCH    2 0
 EW6318
 EW6318.Superseded values are not recommended for survey control.
 EW6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6318.See file dsdata.txt to determine how the superseded data were derived.
 EW6318
 EW6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT059750(NAD 83)
 EW6318_MARKER: Z = SEE DESCRIPTION
 EW6318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6318_STAMPING: 1048-11
 EW6318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6318
 EW6318  HISTORY     - Date     Condition        Report By
 EW6318  HISTORY     - UNK      MONUMENTED       CGS
 EW6318  HISTORY     - 1965     GOOD             NGS
 EW6318
 EW6318                          STATION DESCRIPTION
 EW6318
 EW6318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6318'AT POINT MUGU NAS.
 EW6318'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6318'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6318'LEFT FORK, THENCE 0.25 MILE WEST-NORTHWEST ALONG 13TH STREET,
 EW6318'THENCE 0.8 MILE SOUTH ALONG LAGUNA ROAD, THENCE 0.1 MILE
 EW6318'SOUTHEAST ALONG BEACH ROAD TO BUILDING NO. 759, 141.5 FEET
 EW6318'SOUTHEAST OF BUILDING NO. 759 AND IS A BRONZE TAG SCREWED TO
 EW6318'THE TOP OF A 2-INCH PIPE WHICH PROJECTS 5 INCHES ABOVE THE
 EW6318'SURFACE OF THE GROUND.  THE TAG HAS THE PRE-CAST LETTERING AERIAL
 EW6318'CONTROL GEOTRONICS DISK MONTEREY PARK CALIFORNIA ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1062 ***********************************************************************
 EV1062  DESIGNATION -  1048 RESET
 EV1062  PID         -  EV1062
 EV1062  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1062  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1062
 EV1062                         *CURRENT SURVEY CONTROL
 EV1062  ___________________________________________________________________
 EV1062* NAD 83(1986)-  34 06 17.     (N)    117 17 38.     (W)     SCALED    
 EV1062* NAVD 88     -       320.42   (+/-2cm)    1051.2    (feet)  VERTCON   
 EV1062  ___________________________________________________________________
 EV1062  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EV1062  VERT ORDER  -  THIRD (See Below)
 EV1062
 EV1062.The horizontal coordinates were scaled from a topographic map and have
 EV1062.an estimated accuracy of +/- 6 seconds.
 EV1062
 EV1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1062.The vertical order pertains to the NGVD 29 superseded value.
 EV1062
 EV1062.The geoid height was determined by GEOID03.
 EV1062
 EV1062;                    North         East    Units  Estimated Accuracy
 EV1062;SPC CA 5     -   567,310.    2,065,150.      MT  (+/- 180 meters Scaled)
 EV1062
 EV1062                          SUPERSEDED SURVEY CONTROL
 EV1062
 EV1062  NGVD 29 (??/??/??)  319.65   (m)         1048.7    (f) RESET       3  
 EV1062
 EV1062.Superseded values are not recommended for survey control.
 EV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1062.See file dsdata.txt to determine how the superseded data were derived.
 EV1062
 EV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728738(NAD 83)
 EV1062_MARKER: DD = SURVEY DISK
 EV1062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1062_SP_SET: MARBLE BLOCK
 EV1062_STAMPING: 1048 RESET 1925
 EV1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1062
 EV1062  HISTORY     - Date     Condition        Report By
 EV1062  HISTORY     - 1925     MONUMENTED       USGS
 EV1062  HISTORY     - 1956     GOOD             NGS
 EV1062  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1062
 EV1062                          STATION DESCRIPTION
 EV1062
 EV1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1062'AT SAN BERNARDINO.
 EV1062'AT SAN BERNARDINO, ALONG 3RD STREET, AT THE INTERSECTION OF
 EV1062'E STREET, AT THE ANDERSON BUILDING, SET VERTICALLY IN THE EAST
 EV1062'FACE OF THE MARBLE BLOCK ON THE NORTH SIDE OF THE ELEVATOR
 EV1062'ENTRANCE, 2.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 EV1062'2.6 FEET NORTH OF THE NORTH EDGE OF THE ELEVATOR ENTRANCE, AND
 EV1062'2.0 FEET ABOVE THE SIDEWALK.  NOTE-- THE DISK IS LOOSE.
 EV1062
 EV1062                          STATION RECOVERY (1988)
 EV1062
 EV1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1062'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9089 ***********************************************************************
 EV9089  DESIGNATION -  1048 RESET
 EV9089  PID         -  EV9089
 EV9089  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9089  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV9089
 EV9089                         *CURRENT SURVEY CONTROL
 EV9089  ___________________________________________________________________
 EV9089* NAD 83(1986)-  34 06 17.     (N)    117 17 38.     (W)     SCALED    
 EV9089* NAVD 88     -       320.327  (meters)    1050.94   (feet)  ADJUSTED  
 EV9089  ___________________________________________________________________
 EV9089  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EV9089  DYNAMIC HT  -         319.960 (meters)    1049.74  (feet)  COMP
 EV9089  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 EV9089
 EV9089  VERT ORDER  -  FIRST     CLASS II
 EV9089
 EV9089.The horizontal coordinates were scaled from a topographic map and have
 EV9089.an estimated accuracy of +/- 6 seconds.
 EV9089
 EV9089.The orthometric height was determined by differential leveling
 EV9089.and adjusted in June 1991.
 EV9089
 EV9089.The geoid height was determined by GEOID03.
 EV9089
 EV9089.The dynamic height is computed by dividing the NAVD 88
 EV9089.geopotential number by the normal gravity value computed on the
 EV9089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9089.degrees latitude (g = 980.6199 gals.).
 EV9089
 EV9089.The modeled gravity was interpolated from observed gravity values.
 EV9089
 EV9089;                    North         East    Units  Estimated Accuracy
 EV9089;SPC CA 5     -   567,310.    2,065,150.      MT  (+/- 180 meters Scaled)
 EV9089
 EV9089                          SUPERSEDED SURVEY CONTROL
 EV9089
 EV9089  NGVD 29 (??/??/??)  319.65   (m)         1048.7    (f) RESET       3  
 EV9089
 EV9089.Superseded values are not recommended for survey control.
 EV9089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9089.See file dsdata.txt to determine how the superseded data were derived.
 EV9089
 EV9089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728738(NAD 83)
 EV9089_MARKER: DD = SURVEY DISK
 EV9089_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EV9089_SP_SET: WALL
 EV9089_STAMPING: 1948 1048 RESET 1960
 EV9089_MARK LOGO: USGS  
 EV9089_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV9089+STABILITY: POSITION/ELEVATION WELL
 EV9089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV9089+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1993
 EV9089
 EV9089  HISTORY     - Date     Condition        Report By
 EV9089  HISTORY     - 1960     MONUMENTED       LOCENG
 EV9089  HISTORY     - 1988     GOOD             NGS
 EV9089  HISTORY     - 19890407 GOOD             NGS
 EV9089  HISTORY     - 19930217 GOOD             MWDSC
 EV9089
 EV9089                          STATION DESCRIPTION
 EV9089
 EV9089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 EV9089'IN SAN BERNARDINO.
 EV9089'IN SAN BERNARDINO, AT THE NORTHEAST CORNER OF THE ANDERSON BUILDING
 EV9089'AT 320 E STREET, SET VERTICALLY IN THE EAST FACE OF THE MARBLE BLOCK
 EV9089'ON THE NORTH SIDE OF THE ELEVATOR ENTRANCE, 0.85 M (2.8 FT) SOUTH OF
 EV9089'THE NORTHEAST CORNER OF THE BUILDING, 0.6 M (2.0 FT) ABOVE THE
 EV9089'SIDEWALK.  NOTE--A REPORT BY US GEOLOGICAL SURVEY TOPO DIVISION IN
 EV9089'MENLO PARK CA INDICATES THAT THIS MARK WAS SET BY MS MARIA CRAMER OF
 EV9089'CALIFORNIA CONSTRUCTION COMPANY ON JULY 15 1960.
 EV9089
 EV9089                          STATION RECOVERY (1989)
 EV9089
 EV9089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV9089'RECOVERED IN GOOD CONDITION.
 EV9089
 EV9089                          STATION RECOVERY (1993)
 EV9089
 EV9089'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1913 ***********************************************************************
 DX1913  DESIGNATION -  105
 DX1913  PID         -  DX1913
 DX1913  STATE/COUNTY-  CA/ORANGE
 DX1913  USGS QUAD   -  TUSTIN (1981)
 DX1913
 DX1913                         *CURRENT SURVEY CONTROL
 DX1913  ___________________________________________________________________
 DX1913* NAD 83(1986)-  33 44 33.     (N)    117 52 03.     (W)     SCALED    
 DX1913* NAVD 88     -        32.097  (meters)     105.30   (feet)  READJUSTED
 DX1913  ___________________________________________________________________
 DX1913  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1913  DYNAMIC HT  -          32.060 (meters)     105.18  (feet)  COMP
 DX1913  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DX1913
 DX1913  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DX1913
 DX1913.The horizontal coordinates were scaled from a topographic map and have
 DX1913.an estimated accuracy of +/- 6 seconds.
 DX1913
 DX1913.The orthometric height was determined by differential leveling
 DX1913.and adjusted in February 1993.
 DX1913.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DX1913.distribution rate of 2.1 thru 3.0 mm/km.
 DX1913.The height was derived from older observations constrained to new
 DX1913.heights in a crustal motion area.  The height is approximate in
 DX1913.relation to other heights in its vicinity.
 DX1913
 DX1913.The geoid height was determined by GEOID03.
 DX1913
 DX1913.The dynamic height is computed by dividing the NAVD 88
 DX1913.geopotential number by the normal gravity value computed on the
 DX1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1913.degrees latitude (g = 980.6199 gals.).
 DX1913
 DX1913.The modeled gravity was interpolated from observed gravity values.
 DX1913
 DX1913;                    North         East    Units  Estimated Accuracy
 DX1913;SPC CA 6     -   675,930.    1,850,130.      MT  (+/- 180 meters Scaled)
 DX1913
 DX1913                          SUPERSEDED SURVEY CONTROL
 DX1913
 DX1913  NGVD 29 (??/??/??)   31.615  (m)          103.72   (f) ADJUSTED    1 1
 DX1913
 DX1913.Superseded values are not recommended for survey control.
 DX1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1913.See file dsdata.txt to determine how the superseded data were derived.
 DX1913
 DX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196339(NAD 83)
 DX1913_MARKER: DD = SURVEY DISK
 DX1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1913_STAMPING: 470.530
 DX1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1913+STABILITY: SURFACE MOTION
 DX1913
 DX1913  HISTORY     - Date     Condition        Report By
 DX1913  HISTORY     - UNK      MONUMENTED       CA3420
 DX1913  HISTORY     - 1955     GOOD             NGS
 DX1913  HISTORY     - 1969     GOOD             CA-059
 DX1913  HISTORY     - 1977     GOOD             NGS
 DX1913
 DX1913                          STATION DESCRIPTION
 DX1913
 DX1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1913'AT SANTA ANA.
 DX1913'AT SANTA ANA, AT THE INTERSECTION OF SOUTH MAIN STREET AND CHESTNUT
 DX1913'AVENUE, 6.3 FEET WEST OF THE CENTER LINE OF THE STREET, 5.0 FEET
 DX1913'SOUTH OF THE CENTER LINE OF THE AVENUE, AND SET IN CONCRETE ABOUT
 DX1913'2 1/2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS HAD
 DX1913'THROUGH A 6-INCH TILE PIPE WITH AN 8-INCH METAL COVER MARKED MON.
 DX1913
 DX1913                          STATION RECOVERY (1969)
 DX1913
 DX1913'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1913'RECOVERED IN GOOD CONDITION.
 DX1913
 DX1913                          STATION RECOVERY (1977)
 DX1913
 DX1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0513 ***********************************************************************
 FT0513  DESIGNATION -  105
 FT0513  PID         -  FT0513
 FT0513  STATE/COUNTY-  CA/KERN
 FT0513  USGS QUAD   -  PEARSONVILLE (1982)
 FT0513
 FT0513                         *CURRENT SURVEY CONTROL
 FT0513  ___________________________________________________________________
 FT0513* NAD 83(1986)-  35 48 14.     (N)    117 49 29.     (W)     SCALED    
 FT0513* NAVD 88     -       719.546  (meters)    2360.71   (feet)  ADJUSTED  
 FT0513  ___________________________________________________________________
 FT0513  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FT0513  DYNAMIC HT  -         718.749 (meters)    2358.10  (feet)  COMP
 FT0513  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FT0513
 FT0513  VERT ORDER  -  FIRST     CLASS II
 FT0513
 FT0513.The horizontal coordinates were scaled from a topographic map and have
 FT0513.an estimated accuracy of +/- 6 seconds.
 FT0513
 FT0513.The orthometric height was determined by differential leveling
 FT0513.and adjusted in June 1991.
 FT0513
 FT0513.The geoid height was determined by GEOID03.
 FT0513
 FT0513.The dynamic height is computed by dividing the NAVD 88
 FT0513.geopotential number by the normal gravity value computed on the
 FT0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0513.degrees latitude (g = 980.6199 gals.).
 FT0513
 FT0513.The modeled gravity was interpolated from observed gravity values.
 FT0513
 FT0513;                    North         East    Units  Estimated Accuracy
 FT0513;SPC CA 5     -   755,590.    2,015,840.      MT  (+/- 180 meters Scaled)
 FT0513
 FT0513                          SUPERSEDED SURVEY CONTROL
 FT0513
 FT0513  NGVD 29 (??/??/??)  718.79   (m)         2358.2    (f) RESET       3  
 FT0513
 FT0513.Superseded values are not recommended for survey control.
 FT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0513.See file dsdata.txt to determine how the superseded data were derived.
 FT0513
 FT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV254625(NAD 83)
 FT0513_MARKER: DD = SURVEY DISK
 FT0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0513_STAMPING: BM 105 1950
 FT0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0513+STABILITY: SURFACE MOTION
 FT0513
 FT0513  HISTORY     - Date     Condition        Report By
 FT0513  HISTORY     - 1950     MONUMENTED       USN
 FT0513
 FT0513                          STATION DESCRIPTION
 FT0513
 FT0513'DESCRIBED BY US NAVY 1950
 FT0513'7 MI N FROM INYOKERN.
 FT0513'STATION IS LOCATED IN AREA G-1, 1.5 MILES WEST BY SOUTH OF
 FT0513'STATION F-17, ALONG A DIRT TRAIL, ON THE EAST SIDE OF A LARGE
 FT0513'RAVINE, WITNESS POST WAS SET.  THE MARK IS AN 8 INCH SQUARE
 FT0513'CONCRETE POST WHICH PROJECTS 10 INCHES AND THE DISK IS A USN
 FT0513'BRONZE DISK STAMPED BM 105 1950.  DIRECTIONS TO REACH THE
 FT0513'STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0513'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9016 ***********************************************************************
 EV9016  DESIGNATION -  105 023 830
 EV9016  PID         -  EV9016
 EV9016  STATE/COUNTY-  CA/LOS ANGELES
 EV9016  USGS QUAD   -  ONTARIO (1981)
 EV9016
 EV9016                         *CURRENT SURVEY CONTROL
 EV9016  ___________________________________________________________________
 EV9016* NAD 83(1986)-  34 07 17.     (N)    117 44 17.     (W)     SCALED    
 EV9016* NAVD 88     -       393.71   (+/-2cm)    1291.7    (feet)  VERTCON   
 EV9016  ___________________________________________________________________
 EV9016  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 EV9016  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9016
 EV9016.The horizontal coordinates were scaled from a topographic map and have
 EV9016.an estimated accuracy of +/- 6 seconds.
 EV9016
 EV9016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9016.The vertical order pertains to the NGVD 29 superseded value.
 EV9016
 EV9016.The geoid height was determined by GEOID03.
 EV9016
 EV9016;                    North         East    Units  Estimated Accuracy
 EV9016;SPC CA 5     -   568,960.    2,024,170.      MT  (+/- 180 meters Scaled)
 EV9016
 EV9016                          SUPERSEDED SURVEY CONTROL
 EV9016
 EV9016  NGVD 29 (??/??/92)  392.92   (m)         1289.1    (f) COMPUTED    1 1
 EV9016
 EV9016.Superseded values are not recommended for survey control.
 EV9016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9016.See file dsdata.txt to determine how the superseded data were derived.
 EV9016
 EV9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT319758(NAD 83)
 EV9016_MARKER: DD = SURVEY DISK
 EV9016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9016_SP_SET: CURB
 EV9016_STAMPING: BM 105-02830 1966
 EV9016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9016
 EV9016  HISTORY     - Date     Condition        Report By
 EV9016  HISTORY     - 1966     MONUMENTED       LACFCD
 EV9016  HISTORY     - 1974     GOOD             CA-037
 EV9016
 EV9016                          STATION DESCRIPTION
 EV9016
 EV9016'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9016'2.2 MI SW FROM CLAREMONT.
 EV9016'SUMNER AVENUE, 131 FEET SOUTH OF THE CENTERLINE OF BASELINE ROAD.  1
 EV9016'FOOT SOUTHERLY OF THE NORTH END OF CURB RUNNING IN FRONT OF LOS
 EV9016'ANGELES COUNTY FIRE STATION NO. 102.  ABOUT 1.0 SOUTHERLY OF THE
 EV9016'NORTHERLY PROPERTY LINE OF SAID STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3484 ***********************************************************************
 EV3484  DESIGNATION -  105 DOR
 EV3484  PID         -  EV3484
 EV3484  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3484  USGS QUAD   -  QUEEN MOUNTAIN (1995)
 EV3484
 EV3484                         *CURRENT SURVEY CONTROL
 EV3484  ___________________________________________________________________
 EV3484* NAD 83(1986)-  34 04 25.     (N)    116 02 08.     (W)     SCALED    
 EV3484* NAVD 88     -       890.545  (meters)    2921.73   (feet)  ADJUSTED  
 EV3484  ___________________________________________________________________
 EV3484  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EV3484  DYNAMIC HT  -         889.458 (meters)    2918.16  (feet)  COMP
 EV3484  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 EV3484
 EV3484  VERT ORDER  -  FIRST     CLASS I
 EV3484
 EV3484.The horizontal coordinates were scaled from a topographic map and have
 EV3484.an estimated accuracy of +/- 6 seconds.
 EV3484
 EV3484.The orthometric height was determined by differential leveling
 EV3484.and adjusted in June 1991.
 EV3484
 EV3484.The geoid height was determined by GEOID03.
 EV3484
 EV3484.The dynamic height is computed by dividing the NAVD 88
 EV3484.geopotential number by the normal gravity value computed on the
 EV3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3484.degrees latitude (g = 980.6199 gals.).
 EV3484
 EV3484.The modeled gravity was interpolated from observed gravity values.
 EV3484
 EV3484;                    North         East    Units  Estimated Accuracy
 EV3484;SPC CA 5     -   565,400.    2,181,320.      MT  (+/- 180 meters Scaled)
 EV3484
 EV3484                          SUPERSEDED SURVEY CONTROL
 EV3484
 EV3484  NGVD 29 (??/??/92)  889.788  (m)         2919.25   (f) ADJ UNCH    1 1
 EV3484
 EV3484.Superseded values are not recommended for survey control.
 EV3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3484.See file dsdata.txt to determine how the superseded data were derived.
 EV3484
 EV3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT889707(NAD 83)
 EV3484_MARKER: DB = BENCH MARK DISK
 EV3484_SETTING: 80 = SET IN A BOULDER
 EV3484_SP_SET: BOULDER
 EV3484_STAMPING: C 10 105 DOR 1976
 EV3484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3484+STABILITY: SURFACE MOTION
 EV3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3484+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2001
 EV3484
 EV3484  HISTORY     - Date     Condition        Report By
 EV3484  HISTORY     - 1976     MONUMENTED       USGS
 EV3484  HISTORY     - 1978     GOOD             NGS
 EV3484  HISTORY     - 1989     GOOD             USPSQD
 EV3484  HISTORY     - 20010608 GOOD             INDIV
 EV3484
 EV3484                          STATION DESCRIPTION
 EV3484
 EV3484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3484'5.35 MI SOUTH FROM TWENTYNINE PALMS.
 EV3484'1.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF ADOBE ROAD
 EV3484'AT TWENTYNINE PALMS, THENCE 4.0 MILES SOUTH ALONG UTAH TRAIL, THENCE
 EV3484'0.3 MILE SOUTH ALONG PARK ROUTE 1 FROM THE JOSHUA TREE NATIONAL
 EV3484'MONUMENT ENTRANCE, NEAR THE SOUTHEAST END OF A CURVE, AT THE NORTHEAST
 EV3484'BASE OF A ROCKY RIDGE, 176 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EV3484'ROAD, IN THE TOP OF 10 BY 7 FEET EMBEDDED GRANITE BOULDER WHICH
 EV3484'PROTECTS ABOUT 1 FT ABOVE THE GROUND, 30 FT NORTHEAST OF BENCHMARK
 EV3484'Z 702, 6 FT ABOVE THE ROAD.
 EV3484
 EV3484                          STATION RECOVERY (1989)
 EV3484
 EV3484'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJS)
 EV3484'RECOVERED IN GOOD CONDITION.
 EV3484
 EV3484                          STATION RECOVERY (2001)
 EV3484
 EV3484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RCF)
 EV3484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1004 ***********************************************************************
 JT1004  DESIGNATION -  105 M USGS
 JT1004  PID         -  JT1004
 JT1004  STATE/COUNTY-  CA/LAKE
 JT1004  USGS QUAD   -  WHISPERING PINES (1993)
 JT1004
 JT1004                         *CURRENT SURVEY CONTROL
 JT1004  ___________________________________________________________________
 JT1004* NAD 83(1986)-  38 47 17.     (N)    122 41 37.     (W)     SCALED    
 JT1004* NAVD 88     -       491.69   (+/-2cm)    1613.2    (feet)  VERTCON   
 JT1004  ___________________________________________________________________
 JT1004  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JT1004  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1004
 JT1004.The horizontal coordinates were scaled from a topographic map and have
 JT1004.an estimated accuracy of +/- 6 seconds.
 JT1004
 JT1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1004.The vertical order pertains to the NGVD 29 superseded value.
 JT1004
 JT1004.The geoid height was determined by GEOID03.
 JT1004
 JT1004;                    North         East    Units  Estimated Accuracy
 JT1004;SPC CA 2     -   624,710.    1,939,740.      MT  (+/- 180 meters Scaled)
 JT1004
 JT1004                          SUPERSEDED SURVEY CONTROL
 JT1004
 JT1004  NGVD 29 (??/??/92)  490.772  (m)         1610.14   (f) ADJ UNCH    1 2
 JT1004
 JT1004.Superseded values are not recommended for survey control.
 JT1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1004.See file dsdata.txt to determine how the superseded data were derived.
 JT1004
 JT1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH266933(NAD 83)
 JT1004_MARKER: DD = SURVEY DISK
 JT1004_SETTING: 80 = SET IN A BOULDER
 JT1004_SP_SET: BOULDER
 JT1004_STAMPING: 105M 1610 1933
 JT1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1004+STABILITY: SURFACE MOTION
 JT1004
 JT1004  HISTORY     - Date     Condition        Report By
 JT1004  HISTORY     - 1933     MONUMENTED       USGS
 JT1004  HISTORY     - 1973     GOOD             NGS
 JT1004
 JT1004                          STATION DESCRIPTION
 JT1004
 JT1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JT1004'5.2 MI NW FROM MIDDLETOWN.
 JT1004'5.15 MILES NORTHWEST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE
 JT1004'AT MIDDLETOWN, 0.65 MILES NORTHWEST OF THE JUNCTION OF SOCRATES
 JT1004'MINE ROAD, AT THE NORTHWEST END OF A CURVE IN A PORTION OF THE
 JT1004'OLD HIGHWAY, IN THE TOP OF A 10- BY- 5 FOOT BOULDER PROJECTING
 JT1004'3 FEET ABOVE THE GROUND, 113.0 FEET WEST OF THE CENTER LINE OF
 JT1004'THE HIGHWAY, 14.0 FEET NORTH OF THE CENTER LINE OF THE OLD
 JT1004'HIGHWAY, 4.8 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 3 FEET
 JT1004'HIGHER THAN THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8609 ***********************************************************************
 AB8609  DESIGNATION -  105.00005
 AB8609  PID         -  AB8609
 AB8609  STATE/COUNTY-  CA/LOS ANGELES
 AB8609  USGS QUAD   -  SAN DIMAS (1981)
 AB8609
 AB8609                         *CURRENT SURVEY CONTROL
 AB8609  ___________________________________________________________________
 AB8609* NAD 83(1986)-  34 04 42.     (N)    117 45 39.     (W)     SCALED    
 AB8609* NAVD 88     -       285.848  (meters)     937.82   (feet)  ADJUSTED  
 AB8609  ___________________________________________________________________
 AB8609  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AB8609  DYNAMIC HT  -         285.532 (meters)     936.78  (feet)  COMP
 AB8609  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 AB8609
 AB8609  VERT ORDER  -  THIRD
 AB8609
 AB8609.The horizontal coordinates were scaled from a topographic map and have
 AB8609.an estimated accuracy of +/- 6 seconds.
 AB8609
 AB8609.The orthometric height was determined by differential leveling
 AB8609.and adjusted in February 1997.
 AB8609
 AB8609.The geoid height was determined by GEOID03.
 AB8609
 AB8609.The dynamic height is computed by dividing the NAVD 88
 AB8609.geopotential number by the normal gravity value computed on the
 AB8609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8609.degrees latitude (g = 980.6199 gals.).
 AB8609
 AB8609.The modeled gravity was interpolated from observed gravity values.
 AB8609
 AB8609;                    North         East    Units  Estimated Accuracy
 AB8609;SPC CA 5     -   564,180.    2,022,080.      MT  (+/- 180 meters Scaled)
 AB8609
 AB8609                          SUPERSEDED SURVEY CONTROL
 AB8609
 AB8609.No superseded survey control is available for this station.
 AB8609
 AB8609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT298711(NAD 83)
 AB8609_MARKER: DB = BENCH MARK DISK
 AB8609_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB8609_SP_SET: BRIDGE HEADWALL
 AB8609_STAMPING: BM 105.00005 1966
 AB8609_MARK LOGO: LACFCD
 AB8609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8609+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1994
 AB8609
 AB8609  HISTORY     - Date     Condition        Report By
 AB8609  HISTORY     - 1966     MONUMENTED       LACFCD
 AB8609  HISTORY     - 19940617 GOOD             MWDSC
 AB8609  HISTORY     - 20070603 GOOD             GEOCAC
 AB8609
 AB8609                          STATION DESCRIPTION
 AB8609
 AB8609'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8609'POMONA, NEAR THE INTERSECTION OF WEST MC KINLEY AV.  AND WHITE AV.  AT
 AB8609'THE FLOOD CONTROL CHANNEL HEADWALL, 25 FEET (7.6 M) NORTH OF
 AB8609'CENTERLINE OF WEST MC KINLEY AVE., 80 FEET (24.4 M) WEST OF CENTERLINE
 AB8609'OF WHITE AVE., 34 FEET (10.4 M) WEST OF TRAFFIC CONTROL POLE.  FOUND A
 AB8609'2 INCH DIAMETER LACFC DOMED BRASS DISK STAMPED BM 105.00005 1966 FLUSH
 AB8609'ON THE SOUTHEASTERLY END OF CONCRETE HEADWALL OF FLOOD CONTROL
 AB8609'CHANNEL.  REFERENCE MWD FB 4038 01 081.
 AB8609
 AB8609                          STATION RECOVERY (2007)
 AB8609
 AB8609'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0569 ***********************************************************************
 GU0569  DESIGNATION -  105.03 USBR
 GU0569  PID         -  GU0569
 GU0569  STATE/COUNTY-  CA/FRESNO
 GU0569  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0569
 GU0569                         *CURRENT SURVEY CONTROL
 GU0569  ___________________________________________________________________
 GU0569* NAD 83(1986)-  36 52 12.     (N)    120 31 37.     (W)     SCALED    
 GU0569* NAVD 88     -        50.65   (+/-2cm)     166.2    (feet)  VERTCON   
 GU0569  ___________________________________________________________________
 GU0569  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0569
 GU0569.The horizontal coordinates were scaled from a topographic map and have
 GU0569.an estimated accuracy of +/- 6 seconds.
 GU0569
 GU0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0569.The vertical order pertains to the NGVD 29 superseded value.
 GU0569
 GU0569.The geoid height was determined by GEOID03.
 GU0569
 GU0569;                    North         East    Units  Estimated Accuracy
 GU0569;SPC CA 4     -   671,590.    1,863,870.      MT  (+/- 180 meters Scaled)
 GU0569
 GU0569                          SUPERSEDED SURVEY CONTROL
 GU0569
 GU0569  NGVD 29 (??/??/92)   49.96   (m)          163.9    (f) COMPUTED    2 0
 GU0569
 GU0569.Superseded values are not recommended for survey control.
 GU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0569.See file dsdata.txt to determine how the superseded data were derived.
 GU0569
 GU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF204833(NAD 83)
 GU0569_MARKER: DD = SURVEY DISK
 GU0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0569_SP_SET: BRIDGE CURBING
 GU0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0569
 GU0569  HISTORY     - Date     Condition        Report By
 GU0569  HISTORY     - UNK      MONUMENTED       BOR
 GU0569  HISTORY     - 1955     GOOD             NGS
 GU0569  HISTORY     - 1972     GOOD             NGS
 GU0569
 GU0569                          STATION DESCRIPTION
 GU0569
 GU0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0569'2.7 MI NW FROM SONORA.
 GU0569'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.5
 GU0569'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0569'OF THE DELTA-MENDOTA CANAL, AT THE INTERSECTION OF A GRADED
 GU0569'COUNTY ROAD, AT CONCRETE BRIDGE 105.03 OVER THE CANAL, IN THE
 GU0569'TOP OF THE SOUTH END OF THE WEST CONCRETE CURBING, 15 FEET
 GU0569'WEST OF THE CENTER LINE OF THE COUNTY ROAD, AND ABOUT 1 FOOT
 GU0569'HIGHER THAN THE ROAD.
 GU0569
 GU0569                          STATION RECOVERY (1972)
 GU0569
 GU0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0082 ***********************************************************************
 GU0082  DESIGNATION -  105.22 L USBR
 GU0082  PID         -  GU0082
 GU0082  STATE/COUNTY-  CA/FRESNO
 GU0082  USGS QUAD   -  CHANEY RANCH (1971)
 GU0082
 GU0082                         *CURRENT SURVEY CONTROL
 GU0082  ___________________________________________________________________
 GU0082* NAD 83(1986)-  36 44 03.     (N)    120 37 08.     (W)     SCALED    
 GU0082* NAVD 88     -       103.38   (+/-2cm)     339.2    (feet)  VERTCON   
 GU0082  ___________________________________________________________________
 GU0082  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GU0082  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0082
 GU0082.The horizontal coordinates were scaled from a topographic map and have
 GU0082.an estimated accuracy of +/- 6 seconds.
 GU0082
 GU0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0082.The vertical order pertains to the NGVD 29 superseded value.
 GU0082
 GU0082.The geoid height was determined by GEOID03.
 GU0082
 GU0082;                    North         East    Units  Estimated Accuracy
 GU0082;SPC CA 4     -   656,660.    1,855,420.      MT  (+/- 180 meters Scaled)
 GU0082
 GU0082                          SUPERSEDED SURVEY CONTROL
 GU0082
 GU0082  NGVD 29 (??/??/92)  102.588  (m)          336.57   (f) ADJ UNCH    1 1
 GU0082
 GU0082.Superseded values are not recommended for survey control.
 GU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0082.See file dsdata.txt to determine how the superseded data were derived.
 GU0082
 GU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF126680(NAD 83)
 GU0082_MARKER: DD = SURVEY DISK
 GU0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0082_SP_SET: TURNOUT RETAINING WALL
 GU0082_STAMPING: 105.22 L
 GU0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0082
 GU0082  HISTORY     - Date     Condition        Report By
 GU0082  HISTORY     - UNK      MONUMENTED       BOR
 GU0082  HISTORY     - 1967     GOOD             NGS
 GU0082  HISTORY     - 1968     GOOD             NGS
 GU0082
 GU0082                          STATION DESCRIPTION
 GU0082
 GU0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0082'18.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0082'18.5 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0082'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0082'R12E T14S, SECTION 12, IN THE TOP OF A CONCRETE RETAINING WALL
 GU0082'FOR A TURNOUT STRUCTURE, 14 FEET SOUTH OF THE CENTER LINE
 GU0082'OF THE ROAD, 0.3 FOOT WEST OF THE EAST END OF THE WALL, AND
 GU0082'ABOUT LEVEL WITH THE ROAD.
 GU0082
 GU0082                          STATION RECOVERY (1968)
 GU0082
 GU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0081 ***********************************************************************
 GU0081  DESIGNATION -  105.23 R
 GU0081  PID         -  GU0081
 GU0081  STATE/COUNTY-  CA/FRESNO
 GU0081  USGS QUAD   -  CHANEY RANCH (1971)
 GU0081
 GU0081                         *CURRENT SURVEY CONTROL
 GU0081  ___________________________________________________________________
 GU0081* NAD 83(1986)-  36 44 03.     (N)    120 37 07.     (W)     SCALED    
 GU0081* NAVD 88     -       103.11   (+/-2cm)     338.3    (feet)  VERTCON   
 GU0081  ___________________________________________________________________
 GU0081  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 GU0081  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0081
 GU0081.The horizontal coordinates were scaled from a topographic map and have
 GU0081.an estimated accuracy of +/- 6 seconds.
 GU0081
 GU0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0081.The vertical order pertains to the NGVD 29 superseded value.
 GU0081
 GU0081.The geoid height was determined by GEOID03.
 GU0081
 GU0081;                    North         East    Units  Estimated Accuracy
 GU0081;SPC CA 4     -   656,660.    1,855,440.      MT  (+/- 180 meters Scaled)
 GU0081
 GU0081                          SUPERSEDED SURVEY CONTROL
 GU0081
 GU0081  NGVD 29 (??/??/92)  102.322  (m)          335.70   (f) ADJ UNCH    1 1
 GU0081
 GU0081.Superseded values are not recommended for survey control.
 GU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0081.See file dsdata.txt to determine how the superseded data were derived.
 GU0081
 GU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF126680(NAD 83)
 GU0081_MARKER: DD = SURVEY DISK
 GU0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0081_SP_SET: TURNOUT RETAINING WALL
 GU0081_STAMPING: 105.23 R
 GU0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0081
 GU0081  HISTORY     - Date     Condition        Report By
 GU0081  HISTORY     - UNK      MONUMENTED       BOR
 GU0081  HISTORY     - 1967     GOOD             NGS
 GU0081  HISTORY     - 1975     GOOD             NGS
 GU0081  HISTORY     - 19891128 MARK NOT FOUND   NGS
 GU0081
 GU0081                          STATION DESCRIPTION
 GU0081
 GU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0081'18.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0081'18.5 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0081'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0081'R12E T14S, SECTION 12, IN THE TOP OF THE WEST END OF A CONCRETE
 GU0081'RETAINING WALL FOR A TURNOUT STRUCTURE, 18 FEET NORTH OF THE
 GU0081'CENTER LINE OF THE ROAD, 0.3 FOOT EAST OF THE WEST END OF THE
 GU0081'STRUCTURE, AND ABOUT LEVEL WITH THE ROAD.
 GU0081
 GU0081                          STATION RECOVERY (1975)
 GU0081
 GU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0081'RECOVERED IN GOOD CONDITION.
 GU0081
 GU0081                          STATION RECOVERY (1989)
 GU0081
 GU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0081'THERE IS A NEW STRUCTURE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0567 ***********************************************************************
 GU0567  DESIGNATION -  105.36 USBR
 GU0567  PID         -  GU0567
 GU0567  STATE/COUNTY-  CA/FRESNO
 GU0567  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0567
 GU0567                         *CURRENT SURVEY CONTROL
 GU0567  ___________________________________________________________________
 GU0567* NAD 83(1986)-  36 52 08.     (N)    120 31 19.     (W)     SCALED    
 GU0567* NAVD 88     -        49.42   (+/-2cm)     162.1    (feet)  VERTCON   
 GU0567  ___________________________________________________________________
 GU0567  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0567
 GU0567.The horizontal coordinates were scaled from a topographic map and have
 GU0567.an estimated accuracy of +/- 6 seconds.
 GU0567
 GU0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0567.The vertical order pertains to the NGVD 29 superseded value.
 GU0567
 GU0567.The geoid height was determined by GEOID03.
 GU0567
 GU0567;                    North         East    Units  Estimated Accuracy
 GU0567;SPC CA 4     -   671,460.    1,864,310.      MT  (+/- 180 meters Scaled)
 GU0567
 GU0567                          SUPERSEDED SURVEY CONTROL
 GU0567
 GU0567  NGVD 29 (??/??/92)   48.73   (m)          159.9    (f) COMPUTED    2 0
 GU0567
 GU0567.Superseded values are not recommended for survey control.
 GU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0567.See file dsdata.txt to determine how the superseded data were derived.
 GU0567
 GU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF208831(NAD 83)
 GU0567_MARKER: DD = SURVEY DISK
 GU0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0567_SP_SET: DRAIN INLET
 GU0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0567
 GU0567  HISTORY     - Date     Condition        Report By
 GU0567  HISTORY     - UNK      MONUMENTED       BOR
 GU0567  HISTORY     - 1955     GOOD             NGS
 GU0567  HISTORY     - 1972     GOOD             NGS
 GU0567
 GU0567                          STATION DESCRIPTION
 GU0567
 GU0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0567'2.4 MI NW FROM SONORA.
 GU0567'6.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.2
 GU0567'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0567'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0567'105.36, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0567'WALL, 16 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE
 GU0567'OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 GU0567
 GU0567                          STATION RECOVERY (1972)
 GU0567
 GU0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0566 ***********************************************************************
 GU0566  DESIGNATION -  105.56 USBR
 GU0566  PID         -  GU0566
 GU0566  STATE/COUNTY-  CA/FRESNO
 GU0566  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0566
 GU0566                         *CURRENT SURVEY CONTROL
 GU0566  ___________________________________________________________________
 GU0566* NAD 83(1986)-  36 52 02.     (N)    120 31 04.     (W)     SCALED    
 GU0566* NAVD 88     -        50.07   (+/-2cm)     164.3    (feet)  VERTCON   
 GU0566  ___________________________________________________________________
 GU0566  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0566
 GU0566.The horizontal coordinates were scaled from a topographic map and have
 GU0566.an estimated accuracy of +/- 6 seconds.
 GU0566
 GU0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0566.The vertical order pertains to the NGVD 29 superseded value.
 GU0566
 GU0566.The geoid height was determined by GEOID03.
 GU0566
 GU0566;                    North         East    Units  Estimated Accuracy
 GU0566;SPC CA 4     -   671,270.    1,864,680.      MT  (+/- 180 meters Scaled)
 GU0566
 GU0566                          SUPERSEDED SURVEY CONTROL
 GU0566
 GU0566  NGVD 29 (??/??/92)   49.379  (m)          162.00   (f) ADJ UNCH    2 0
 GU0566
 GU0566.Superseded values are not recommended for survey control.
 GU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0566.See file dsdata.txt to determine how the superseded data were derived.
 GU0566
 GU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF212830(NAD 83)
 GU0566_MARKER: DD = SURVEY DISK
 GU0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0566_SP_SET: DRAIN INLET
 GU0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0566
 GU0566  HISTORY     - Date     Condition        Report By
 GU0566  HISTORY     - UNK      MONUMENTED       BOR
 GU0566  HISTORY     - 1955     GOOD             NGS
 GU0566  HISTORY     - 1966     GOOD             NGS
 GU0566
 GU0566                          STATION DESCRIPTION
 GU0566
 GU0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0566'2.2 MI NW FROM SONORA.
 GU0566'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.0
 GU0566'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0566'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0566'105.56, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 GU0566'WALL, 18 1/2 FEET (SLOPE MEASURMENT) SOUTHWEST OF THE CENTER
 GU0566'LINE OF THE ROAD, AND ABOUT 5 1/2 FEET LOWER THAN THE ROAD.
 GU0566
 GU0566                          STATION RECOVERY (1966)
 GU0566
 GU0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0563 ***********************************************************************
 GU0563  DESIGNATION -  105.60 USBR
 GU0563  PID         -  GU0563
 GU0563  STATE/COUNTY-  CA/FRESNO
 GU0563  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0563
 GU0563                         *CURRENT SURVEY CONTROL
 GU0563  ___________________________________________________________________
 GU0563* NAD 83(1986)-  36 52 03.     (N)    120 31 04.     (W)     SCALED    
 GU0563* NAVD 88     -        49.65   (+/-2cm)     162.9    (feet)  VERTCON   
 GU0563  ___________________________________________________________________
 GU0563  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0563
 GU0563.The horizontal coordinates were scaled from a topographic map and have
 GU0563.an estimated accuracy of +/- 6 seconds.
 GU0563
 GU0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0563.The vertical order pertains to the NGVD 29 superseded value.
 GU0563
 GU0563.The geoid height was determined by GEOID03.
 GU0563
 GU0563;                    North         East    Units  Estimated Accuracy
 GU0563;SPC CA 4     -   671,300.    1,864,680.      MT  (+/- 180 meters Scaled)
 GU0563
 GU0563                          SUPERSEDED SURVEY CONTROL
 GU0563
 GU0563  NGVD 29 (??/??/92)   48.96   (m)          160.6    (f) COMPUTED    2 0
 GU0563
 GU0563.Superseded values are not recommended for survey control.
 GU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0563.See file dsdata.txt to determine how the superseded data were derived.
 GU0563
 GU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF212830(NAD 83)
 GU0563_MARKER: DD = SURVEY DISK
 GU0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0563_SP_SET: DRAIN INLET
 GU0563_STAMPING: MP 105.60
 GU0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0563
 GU0563  HISTORY     - Date     Condition        Report By
 GU0563  HISTORY     - UNK      MONUMENTED       BOR
 GU0563  HISTORY     - 1966     GOOD             NGS
 GU0563  HISTORY     - 1972     GOOD             NGS
 GU0563
 GU0563                          STATION DESCRIPTION
 GU0563
 GU0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0563'2.2 MI NW FROM SONORA.
 GU0563'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.0
 GU0563'MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST BANK OF DELTA-MENDOTA
 GU0563'CANAL, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 GU0563'WALL OF A CONCRETE DRAIN STRUCTURE INLET 105.60, 17 FEET SOUTHWEST
 GU0563'OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 1/2 FEET LOWER THAN
 GU0563'THE ROAD.
 GU0563
 GU0563                          STATION RECOVERY (1972)
 GU0563
 GU0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9241 ***********************************************************************
 JT9241  DESIGNATION -  1050
 JT9241  PID         -  JT9241
 JT9241  STATE/COUNTY-  CA/NAPA
 JT9241  USGS QUAD   -  NAPA (1980)
 JT9241
 JT9241                         *CURRENT SURVEY CONTROL
 JT9241  ___________________________________________________________________
 JT9241* NAD 83(1986)-  38 18 12.     (N)    122 19 04.     (W)     SCALED    
 JT9241* NAVD 88     -        24.73   (+/-2cm)      81.1    (feet)  VERTCON   
 JT9241  ___________________________________________________________________
 JT9241  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9241  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9241
 JT9241.The horizontal coordinates were scaled from a topographic map and have
 JT9241.an estimated accuracy of +/- 6 seconds.
 JT9241
 JT9241.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9241.The vertical order pertains to the NGVD 29 superseded value.
 JT9241
 JT9241.The geoid height was determined by GEOID03.
 JT9241
 JT9241;                    North         East    Units  Estimated Accuracy
 JT9241;SPC CA 2     -   570,720.    1,972,200.      MT  (+/- 180 meters Scaled)
 JT9241
 JT9241                          SUPERSEDED SURVEY CONTROL
 JT9241
 JT9241  NGVD 29 (??/??/92)   23.943  (m)           78.55   (f) ADJ UNCH    2 2
 JT9241
 JT9241.Superseded values are not recommended for survey control.
 JT9241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9241.See file dsdata.txt to determine how the superseded data were derived.
 JT9241
 JT9241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596396(NAD 83)
 JT9241_MARKER: B = BOLT
 JT9241_SETTING: 0 = UNSPECIFIED SETTING
 JT9241_MARK LOGO: NONE  
 JT9241_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9241
 JT9241  HISTORY     - Date     Condition        Report By
 JT9241  HISTORY     - 1971     MONUMENTED       CA2330
 JT9241
 JT9241                          STATION DESCRIPTION
 JT9241
 JT9241'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9241'ALONG ROBINSON LANE, 100 FT (30.5 M) NORTH OF BROWNS VALLEY ROAD, EAST
 JT9241'SIDE, NORTH OF PL NO. 1004, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2489 ***********************************************************************
 EW2489  DESIGNATION -  1050.63
 EW2489  PID         -  EW2489
 EW2489  STATE/COUNTY-  CA/LOS ANGELES
 EW2489  USGS QUAD   -  SAN FERNANDO (1988)
 EW2489
 EW2489                         *CURRENT SURVEY CONTROL
 EW2489  ___________________________________________________________________
 EW2489* NAD 83(1986)-  34 16 37.     (N)    118 26 01.     (W)     SCALED    
 EW2489* NAVD 88     -       320.939  (meters)    1052.95   (feet)  ADJUSTED  
 EW2489  ___________________________________________________________________
 EW2489  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2489  DYNAMIC HT  -         320.585 (meters)    1051.79  (feet)  COMP
 EW2489  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 EW2489
 EW2489  VERT ORDER  -  FIRST     CLASS I
 EW2489
 EW2489.The horizontal coordinates were scaled from a topographic map and have
 EW2489.an estimated accuracy of +/- 6 seconds.
 EW2489
 EW2489.The orthometric height was determined by differential leveling
 EW2489.and adjusted in June 1991.
 EW2489
 EW2489.The geoid height was determined by GEOID03.
 EW2489
 EW2489.The dynamic height is computed by dividing the NAVD 88
 EW2489.geopotential number by the normal gravity value computed on the
 EW2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2489.degrees latitude (g = 980.6199 gals.).
 EW2489
 EW2489.The modeled gravity was interpolated from observed gravity values.
 EW2489
 EW2489;                    North         East    Units  Estimated Accuracy
 EW2489;SPC CA 5     -   586,270.    1,960,070.      MT  (+/- 180 meters Scaled)
 EW2489
 EW2489                          SUPERSEDED SURVEY CONTROL
 EW2489
 EW2489  NGVD 29 (??/??/92)  320.190  (m)         1050.49   (f) ADJ UNCH    1 1
 EW2489
 EW2489.Superseded values are not recommended for survey control.
 EW2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2489.See file dsdata.txt to determine how the superseded data were derived.
 EW2489
 EW2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680937(NAD 83)
 EW2489_MARKER: R = RIVET
 EW2489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW2489_SP_SET: ABUTMENT
 EW2489_MARK LOGO: NONE  
 EW2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2489+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1989
 EW2489
 EW2489  HISTORY     - Date     Condition        Report By
 EW2489  HISTORY     - UNK      MONUMENTED       SPRR
 EW2489  HISTORY     - 1955     GOOD             NGS
 EW2489  HISTORY     - 1971     GOOD             CA1980
 EW2489  HISTORY     - 1987     GOOD             NGS
 EW2489  HISTORY     - 19890519 GOOD             NGS
 EW2489
 EW2489                          STATION DESCRIPTION
 EW2489
 EW2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2489'IN LOS ANGELES.
 EW2489'IN LOS ANGELES, 0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 EW2489'COMPANY RAILROAD FROM THE STATION AT SAN FERNANDO, AT STEEL
 EW2489'BRIDGE 462.32 OVER A LOS ANGELES COUNTY FLOOD CONTROL DITCH, IN
 EW2489'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT,
 EW2489'7.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET SOUTHEAST
 EW2489'OF THE SOUTHEAST END OF NORTHEAST STEEL GUARDRAIL, AND ABOUT
 EW2489'1 FOOT LOWER THAN THE TRACK.
 EW2489
 EW2489                          STATION RECOVERY (1971)
 EW2489
 EW2489'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2489'RECOVERED IN GOOD CONDITION.
 EW2489
 EW2489                          STATION RECOVERY (1987)
 EW2489
 EW2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2489'RECOVERED IN GOOD CONDITION.
 EW2489
 EW2489                          STATION RECOVERY (1989)
 EW2489
 EW2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW2489'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.7 KM (0.45
 EW2489'MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW2489'JUNCTION WITH STATE HIGHWAY 118 IN SAN FERNANDO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9242 ***********************************************************************
 JT9242  DESIGNATION -  1051
 JT9242  PID         -  JT9242
 JT9242  STATE/COUNTY-  CA/NAPA
 JT9242  USGS QUAD   -  NAPA (1980)
 JT9242
 JT9242                         *CURRENT SURVEY CONTROL
 JT9242  ___________________________________________________________________
 JT9242* NAD 83(1986)-  38 18 12.     (N)    122 19 10.     (W)     SCALED    
 JT9242* NAVD 88     -        24.28   (+/-2cm)      79.7    (feet)  VERTCON   
 JT9242  ___________________________________________________________________
 JT9242  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9242  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9242
 JT9242.The horizontal coordinates were scaled from a topographic map and have
 JT9242.an estimated accuracy of +/- 6 seconds.
 JT9242
 JT9242.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9242.The vertical order pertains to the NGVD 29 superseded value.
 JT9242
 JT9242.The geoid height was determined by GEOID03.
 JT9242
 JT9242;                    North         East    Units  Estimated Accuracy
 JT9242;SPC CA 2     -   570,720.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9242
 JT9242                          SUPERSEDED SURVEY CONTROL
 JT9242
 JT9242  NGVD 29 (??/??/92)   23.490  (m)           77.07   (f) ADJ UNCH    2 2
 JT9242
 JT9242.Superseded values are not recommended for survey control.
 JT9242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9242.See file dsdata.txt to determine how the superseded data were derived.
 JT9242
 JT9242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595396(NAD 83)
 JT9242_MARKER: Z = SEE DESCRIPTION
 JT9242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9242_SP_SET: WELL MONUMENT
 JT9242_MARK LOGO: CA2330
 JT9242_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9242
 JT9242  HISTORY     - Date     Condition        Report By
 JT9242  HISTORY     - 1971     MONUMENTED       CA2330
 JT9242
 JT9242                          STATION DESCRIPTION
 JT9242
 JT9242'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9242'AT INTERSECTION OF ROBINSON LANE AND BLANE WAY, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9243 ***********************************************************************
 JT9243  DESIGNATION -  1052
 JT9243  PID         -  JT9243
 JT9243  STATE/COUNTY-  CA/NAPA
 JT9243  USGS QUAD   -  NAPA (1980)
 JT9243
 JT9243                         *CURRENT SURVEY CONTROL
 JT9243  ___________________________________________________________________
 JT9243* NAD 83(1986)-  38 18 24.     (N)    122 19 22.     (W)     SCALED    
 JT9243* NAVD 88     -        24.74   (+/-2cm)      81.2    (feet)  VERTCON   
 JT9243  ___________________________________________________________________
 JT9243  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9243  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9243
 JT9243.The horizontal coordinates were scaled from a topographic map and have
 JT9243.an estimated accuracy of +/- 6 seconds.
 JT9243
 JT9243.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9243.The vertical order pertains to the NGVD 29 superseded value.
 JT9243
 JT9243.The geoid height was determined by GEOID03.
 JT9243
 JT9243;                    North         East    Units  Estimated Accuracy
 JT9243;SPC CA 2     -   571,100.    1,971,770.      MT  (+/- 180 meters Scaled)
 JT9243
 JT9243                          SUPERSEDED SURVEY CONTROL
 JT9243
 JT9243  NGVD 29 (??/??/92)   23.953  (m)           78.59   (f) ADJ UNCH    2 2
 JT9243
 JT9243.Superseded values are not recommended for survey control.
 JT9243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9243.See file dsdata.txt to determine how the superseded data were derived.
 JT9243
 JT9243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592400(NAD 83)
 JT9243_MARKER: Z = SEE DESCRIPTION
 JT9243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9243_SP_SET: WELL MONUMENT
 JT9243_MARK LOGO: CA2330
 JT9243_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9243
 JT9243  HISTORY     - Date     Condition        Report By
 JT9243  HISTORY     - 1971     MONUMENTED       CA2330
 JT9243
 JT9243                          STATION DESCRIPTION
 JT9243
 JT9243'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9243'AT INTERSECTION OF LINDA VISTA AND KINGSTON, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0514 ***********************************************************************
 LU0514  DESIGNATION -  1052 USGS
 LU0514  PID         -  LU0514
 LU0514  STATE/COUNTY-  CA/SHASTA
 LU0514  USGS QUAD   -  
 LU0514
 LU0514                         *CURRENT SURVEY CONTROL
 LU0514  ___________________________________________________________________
 LU0514* NAD 83(1986)-  40 29 25.     (N)    122 32 59.     (W)     SCALED    
 LU0514* NAVD 88     -       321.67   (+/-2cm)    1055.3    (feet)  VERTCON   
 LU0514  ___________________________________________________________________
 LU0514  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 LU0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0514
 LU0514.The horizontal coordinates were scaled from a topographic map and have
 LU0514.an estimated accuracy of +/- 6 seconds.
 LU0514
 LU0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0514.The vertical order pertains to the NGVD 29 superseded value.
 LU0514
 LU0514.The geoid height was determined by GEOID03.
 LU0514
 LU0514;                    North         East    Units  Estimated Accuracy
 LU0514;SPC CA 1     -   628,610.    1,953,400.      MT  (+/- 180 meters Scaled)
 LU0514
 LU0514                          SUPERSEDED SURVEY CONTROL
 LU0514
 LU0514  NGVD 29 (??/??/92)  320.855  (m)         1052.67   (f) ADJ UNCH    2 0
 LU0514
 LU0514.Superseded values are not recommended for survey control.
 LU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0514.See file dsdata.txt to determine how the superseded data were derived.
 LU0514
 LU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK381822(NAD 83)
 LU0514_MARKER: N = NAIL
 LU0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0514_SP_SET: TREE
 LU0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0514
 LU0514  HISTORY     - Date     Condition        Report By
 LU0514  HISTORY     - UNK      MONUMENTED       USGS
 LU0514  HISTORY     - 1949     GOOD             NGS
 LU0514
 LU0514                          STATION DESCRIPTION
 LU0514
 LU0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0514'1.1 MI S FROM IGO.
 LU0514'1.1 MILES SOUTH ALONG THE ONO ROAD FROM THE POST OFFICE AT IGO,
 LU0514'AT THE JUNCTION OF COTTONWOOD ROAD, 18 FEET EAST OF THE CENTER
 LU0514'LINE OF THE COTTONWOOD ROAD, DRIVEN IN THE TOP OF A ROOT ON THE
 LU0514'WEST SIDE OF A 36-INCH OAK TREE, AND ABOUT 1 FOOT HIGHER THAN
 LU0514'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9244 ***********************************************************************
 JT9244  DESIGNATION -  1053
 JT9244  PID         -  JT9244
 JT9244  STATE/COUNTY-  CA/NAPA
 JT9244  USGS QUAD   -  NAPA (1980)
 JT9244
 JT9244                         *CURRENT SURVEY CONTROL
 JT9244  ___________________________________________________________________
 JT9244* NAD 83(1986)-  38 18 30.     (N)    122 19 10.     (W)     SCALED    
 JT9244* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 JT9244  ___________________________________________________________________
 JT9244  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9244  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9244
 JT9244.The horizontal coordinates were scaled from a topographic map and have
 JT9244.an estimated accuracy of +/- 6 seconds.
 JT9244
 JT9244.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9244.The vertical order pertains to the NGVD 29 superseded value.
 JT9244
 JT9244.The geoid height was determined by GEOID03.
 JT9244
 JT9244;                    North         East    Units  Estimated Accuracy
 JT9244;SPC CA 2     -   571,280.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9244
 JT9244                          SUPERSEDED SURVEY CONTROL
 JT9244
 JT9244  NGVD 29 (??/??/92)   23.576  (m)           77.35   (f) ADJ UNCH    2 2
 JT9244
 JT9244.Superseded values are not recommended for survey control.
 JT9244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9244.See file dsdata.txt to determine how the superseded data were derived.
 JT9244
 JT9244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595402(NAD 83)
 JT9244_MARKER: Z = SEE DESCRIPTION
 JT9244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9244_SP_SET: WELL MONUMENT
 JT9244_MARK LOGO: CA2330
 JT9244_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9244
 JT9244  HISTORY     - Date     Condition        Report By
 JT9244  HISTORY     - 1971     MONUMENTED       CA2330
 JT9244
 JT9244                          STATION DESCRIPTION
 JT9244
 JT9244'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9244'AT INTERSECTION OF LINDA VISTA AND LONE OAK, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9245 ***********************************************************************
 JT9245  DESIGNATION -  1056
 JT9245  PID         -  JT9245
 JT9245  STATE/COUNTY-  CA/NAPA
 JT9245  USGS QUAD   -  NAPA (1980)
 JT9245
 JT9245                         *CURRENT SURVEY CONTROL
 JT9245  ___________________________________________________________________
 JT9245* NAD 83(1986)-  38 18 42.     (N)    122 19 10.     (W)     SCALED    
 JT9245* NAVD 88     -        26.74   (+/-2cm)      87.7    (feet)  VERTCON   
 JT9245  ___________________________________________________________________
 JT9245  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9245  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9245
 JT9245.The horizontal coordinates were scaled from a topographic map and have
 JT9245.an estimated accuracy of +/- 6 seconds.
 JT9245
 JT9245.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9245.The vertical order pertains to the NGVD 29 superseded value.
 JT9245
 JT9245.The geoid height was determined by GEOID03.
 JT9245
 JT9245;                    North         East    Units  Estimated Accuracy
 JT9245;SPC CA 2     -   571,650.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9245
 JT9245                          SUPERSEDED SURVEY CONTROL
 JT9245
 JT9245  NGVD 29 (??/??/92)   25.952  (m)           85.14   (f) ADJ UNCH    2 2
 JT9245
 JT9245.Superseded values are not recommended for survey control.
 JT9245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9245.See file dsdata.txt to determine how the superseded data were derived.
 JT9245
 JT9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594406(NAD 83)
 JT9245_MARKER: Z = SEE DESCRIPTION
 JT9245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9245_SP_SET: WELL MONUMENT
 JT9245_MARK LOGO: CA2330
 JT9245_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9245
 JT9245  HISTORY     - Date     Condition        Report By
 JT9245  HISTORY     - 1971     MONUMENTED       CA2330
 JT9245
 JT9245                          STATION DESCRIPTION
 JT9245
 JT9245'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9245'AT INTERSECTION OF LINDA VISTA AND BUENO AVENUES (NORTHEAST CORNER OF
 JT9245'PLATE) A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0393 ***********************************************************************
 KT0393  DESIGNATION -  1056 USGS
 KT0393  PID         -  KT0393
 KT0393  STATE/COUNTY-  CA/COLUSA
 KT0393  USGS QUAD   -  SALT CANYON (1987)
 KT0393
 KT0393                         *CURRENT SURVEY CONTROL
 KT0393  ___________________________________________________________________
 KT0393* NAD 83(1986)-  39 00 41.     (N)    122 21 42.     (W)     SCALED    
 KT0393* NAVD 88     -       322.83   (+/-2cm)    1059.2    (feet)  VERTCON   
 KT0393  ___________________________________________________________________
 KT0393  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 KT0393  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0393
 KT0393.The horizontal coordinates were scaled from a topographic map and have
 KT0393.an estimated accuracy of +/- 6 seconds.
 KT0393
 KT0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0393.The vertical order pertains to the NGVD 29 superseded value.
 KT0393
 KT0393.The geoid height was determined by GEOID03.
 KT0393
 KT0393;                    North         East    Units  Estimated Accuracy
 KT0393;SPC CA 2     -   649,330.    1,968,680.      MT  (+/- 180 meters Scaled)
 KT0393
 KT0393                          SUPERSEDED SURVEY CONTROL
 KT0393
 KT0393  NGVD 29 (??/??/92)  322.004  (m)         1056.44   (f) ADJ UNCH    1 2
 KT0393
 KT0393.Superseded values are not recommended for survey control.
 KT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0393.See file dsdata.txt to determine how the superseded data were derived.
 KT0393
 KT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ552182(NAD 83)
 KT0393_MARKER: Q = CHISELED SQUARE
 KT0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0393_SP_SET: BRIDGE
 KT0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0393
 KT0393  HISTORY     - Date     Condition        Report By
 KT0393  HISTORY     - UNK      MONUMENTED       USGS
 KT0393  HISTORY     - 1967     GOOD             NGS
 KT0393  HISTORY     - 1989     GOOD             USPSQD
 KT0393
 KT0393                          STATION DESCRIPTION
 KT0393
 KT0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0393'18.4 MI W FROM WILLIAMS.
 KT0393'18.35 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 KT0393'AT WILLIAMS, 0.2 MILE SOUTHWEST OF THE JUNCTION OF STATE
 KT0393'HIGHWAY 16, IN THE TOP AND 1.3 FEET NORTHEAST OF THE SOUTHWEST
 KT0393'END OF THE SOUTHEAST CONCRETE CURB OF BRIDGE 15-30 OVER BEAR
 KT0393'CREEK, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2
 KT0393'FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB, AND ABOUT 1
 KT0393'FOOT HIGHER THAN THE HIGHWAY.
 KT0393
 KT0393                          STATION RECOVERY (1989)
 KT0393
 KT0393'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5643 ***********************************************************************
 DX5643  DESIGNATION -  1056+00
 DX5643  PID         -  DX5643
 DX5643  STATE/COUNTY-  CA/RIVERSIDE
 DX5643  USGS QUAD   -  BACHELOR MTN (1978)
 DX5643
 DX5643                         *CURRENT SURVEY CONTROL
 DX5643  ___________________________________________________________________
 DX5643* NAD 83(1986)-  33 36 20.     (N)    117 04 45.     (W)     SCALED    
 DX5643* NAVD 88     -       453.292  (meters)    1487.18   (feet)  ADJUSTED  
 DX5643  ___________________________________________________________________
 DX5643  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DX5643  DYNAMIC HT  -         452.776 (meters)    1485.48  (feet)  COMP
 DX5643  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 DX5643
 DX5643  VERT ORDER  -  FIRST     CLASS II
 DX5643
 DX5643.The horizontal coordinates were scaled from a topographic map and have
 DX5643.an estimated accuracy of +/- 6 seconds.
 DX5643
 DX5643.The orthometric height was determined by differential leveling
 DX5643.and adjusted in May 1994.
 DX5643
 DX5643.The geoid height was determined by GEOID03.
 DX5643
 DX5643.The dynamic height is computed by dividing the NAVD 88
 DX5643.geopotential number by the normal gravity value computed on the
 DX5643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5643.degrees latitude (g = 980.6199 gals.).
 DX5643
 DX5643.The modeled gravity was interpolated from observed gravity values.
 DX5643
 DX5643;                    North         East    Units  Estimated Accuracy
 DX5643;SPC CA 6     -   659,880.    1,923,050.      MT  (+/- 180 meters Scaled)
 DX5643
 DX5643                          SUPERSEDED SURVEY CONTROL
 DX5643
 DX5643.No superseded survey control is available for this station.
 DX5643
 DX5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT926184(NAD 83)
 DX5643_MARKER: DD = SURVEY DISK
 DX5643_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5643_SP_SET: WINGWALL
 DX5643_STAMPING: 1056+00 1992
 DX5643_MARK LOGO: MWDSC 
 DX5643_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5643+STABILITY: SURFACE MOTION
 DX5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5643+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5643
 DX5643  HISTORY     - Date     Condition        Report By
 DX5643  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5643
 DX5643                          STATION DESCRIPTION
 DX5643
 DX5643'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5643'LAKE SKINNER, NORTHWEST OF, FROM THE SCREENING STRUCTURE ON THE WEST
 DX5643'BYPASS, NORTH ALONG PATROL APPROXIMATELY 0.5 MILE (0.8 KM) TO A GATED
 DX5643'FENCE, THROUGH THE GATED FENCE, 35.5 FEET (10.8 M) WEST OF CENTERLINE
 DX5643'OF CANAL, 17 FEET (5.2 M) NORTH OF THE END OF THE WING WALL, 9.5 FEET
 DX5643'(2.9 M) SOUTH OF THE CENTERLINE OF BRIDGE (OVERCHUTE), IN TOP OF THE
 DX5643'SOUTH SIDE OF WINGWALL, 2.6 FEET (0.8 M) ABOVE THE SPILLWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9246 ***********************************************************************
 JT9246  DESIGNATION -  1057
 JT9246  PID         -  JT9246
 JT9246  STATE/COUNTY-  CA/NAPA
 JT9246  USGS QUAD   -  NAPA (1980)
 JT9246
 JT9246                         *CURRENT SURVEY CONTROL
 JT9246  ___________________________________________________________________
 JT9246* NAD 83(1986)-  38 18 42.     (N)    122 19 10.     (W)     SCALED    
 JT9246* NAVD 88     -        27.64   (+/-2cm)      90.7    (feet)  VERTCON   
 JT9246  ___________________________________________________________________
 JT9246  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9246  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9246
 JT9246.The horizontal coordinates were scaled from a topographic map and have
 JT9246.an estimated accuracy of +/- 6 seconds.
 JT9246
 JT9246.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9246.The vertical order pertains to the NGVD 29 superseded value.
 JT9246
 JT9246.The geoid height was determined by GEOID03.
 JT9246
 JT9246;                    North         East    Units  Estimated Accuracy
 JT9246;SPC CA 2     -   571,650.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9246
 JT9246                          SUPERSEDED SURVEY CONTROL
 JT9246
 JT9246  NGVD 29 (??/??/92)   26.854  (m)           88.10   (f) ADJ UNCH    2 2
 JT9246
 JT9246.Superseded values are not recommended for survey control.
 JT9246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9246.See file dsdata.txt to determine how the superseded data were derived.
 JT9246
 JT9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594406(NAD 83)
 JT9246_MARKER: Z = SEE DESCRIPTION
 JT9246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9246_SP_SET: WELL MONUMENT
 JT9246_MARK LOGO: CA2330
 JT9246_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9246
 JT9246  HISTORY     - Date     Condition        Report By
 JT9246  HISTORY     - 1971     MONUMENTED       CA2330
 JT9246
 JT9246                          STATION DESCRIPTION
 JT9246
 JT9246'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9246'AT INTERSECTION OF LINDA VISTA AVENUE AND WEST PUEBLO, A WELL
 JT9246'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9247 ***********************************************************************
 JT9247  DESIGNATION -  1058
 JT9247  PID         -  JT9247
 JT9247  STATE/COUNTY-  CA/NAPA
 JT9247  USGS QUAD   -  NAPA (1980)
 JT9247
 JT9247                         *CURRENT SURVEY CONTROL
 JT9247  ___________________________________________________________________
 JT9247* NAD 83(1986)-  38 18 48.     (N)    122 18 52.     (W)     SCALED    
 JT9247* NAVD 88     -        26.54   (+/-2cm)      87.1    (feet)  VERTCON   
 JT9247  ___________________________________________________________________
 JT9247  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9247  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9247
 JT9247.The horizontal coordinates were scaled from a topographic map and have
 JT9247.an estimated accuracy of +/- 6 seconds.
 JT9247
 JT9247.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9247.The vertical order pertains to the NGVD 29 superseded value.
 JT9247
 JT9247.The geoid height was determined by GEOID03.
 JT9247
 JT9247;                    North         East    Units  Estimated Accuracy
 JT9247;SPC CA 2     -   571,830.    1,972,500.      MT  (+/- 180 meters Scaled)
 JT9247
 JT9247                          SUPERSEDED SURVEY CONTROL
 JT9247
 JT9247  NGVD 29 (??/??/92)   25.753  (m)           84.49   (f) ADJ UNCH    2 2
 JT9247
 JT9247.Superseded values are not recommended for survey control.
 JT9247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9247.See file dsdata.txt to determine how the superseded data were derived.
 JT9247
 JT9247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599408(NAD 83)
 JT9247_MARKER: B = BOLT
 JT9247_SETTING: 0 = UNSPECIFIED SETTING
 JT9247_MARK LOGO: NONE  
 JT9247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9247
 JT9247  HISTORY     - Date     Condition        Report By
 JT9247  HISTORY     - 1971     MONUMENTED       CA2330
 JT9247
 JT9247                          STATION DESCRIPTION
 JT9247
 JT9247'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9247'AT INTERSECTION OF WEST PUEBLO AND NORMA, A BRASS BOLT IN THE
 JT9247'NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0068 ***********************************************************************
 GT0068  DESIGNATION -  10589
 GT0068  PID         -  GT0068
 GT0068  STATE/COUNTY-  CA/TULARE
 GT0068  USGS QUAD   -  MINERAL KING (1988)
 GT0068
 GT0068                         *CURRENT SURVEY CONTROL
 GT0068  ___________________________________________________________________
 GT0068* NAD 83(1986)-  36 23 59.     (N)    118 34 19.     (W)     SCALED    
 GT0068* NAVD 88     -      3228.91   (+/-2cm)   10593.5    (feet)  VERTCON   
 GT0068  ___________________________________________________________________
 GT0068  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 GT0068  VERT ORDER  -  THIRD (See Below)
 GT0068
 GT0068.The horizontal coordinates were scaled from a topographic map and have
 GT0068.an estimated accuracy of +/- 6 seconds.
 GT0068
 GT0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0068.The vertical order pertains to the NGVD 29 superseded value.
 GT0068
 GT0068.The geoid height was determined by GEOID03.
 GT0068
 GT0068;                    North         East    Units  Estimated Accuracy
 GT0068;SPC CA 4     -   618,410.    2,038,400.      MT  (+/- 180 meters Scaled)
 GT0068
 GT0068                          SUPERSEDED SURVEY CONTROL
 GT0068
 GT0068  NGVD 29 (??/??/??) 3227.32   (m)        10588.3    (f) RESET       3  
 GT0068
 GT0068.Superseded values are not recommended for survey control.
 GT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0068.See file dsdata.txt to determine how the superseded data were derived.
 GT0068
 GT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA590294(NAD 83)
 GT0068_MARKER: DD = SURVEY DISK
 GT0068_SETTING: 66 = SET IN ROCK OUTCROP
 GT0068_SP_SET: BEDROCK
 GT0068_STAMPING: 10589--/DATUM/ C
 GT0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GT0068+STABILITY: POSITION/ELEVATION WELL
 GT0068
 GT0068  HISTORY     - Date     Condition        Report By
 GT0068  HISTORY     - UNK      MONUMENTED       USGS
 GT0068  HISTORY     - 1952     GOOD             NGS
 GT0068
 GT0068                          STATION DESCRIPTION
 GT0068
 GT0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GT0068'4.4 MI S FROM MINERAL KING.
 GT0068'4.4 MILES SOUTH OF MINERAL KING, TULARE COUNTY, SET IN AN
 GT0068'OUTCROP OF BED ROCK IN FAREWELL GAP.  A STANDARD U.S. GEOLOGICAL
 GT0068'SURVEY DISK, STAMPED 10589--(DATUM) C.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9248 ***********************************************************************
 JT9248  DESIGNATION -  1059
 JT9248  PID         -  JT9248
 JT9248  STATE/COUNTY-  CA/NAPA
 JT9248  USGS QUAD   -  NAPA (1980)
 JT9248
 JT9248                         *CURRENT SURVEY CONTROL
 JT9248  ___________________________________________________________________
 JT9248* NAD 83(1986)-  38 18 48.     (N)    122 18 40.     (W)     SCALED    
 JT9248* NAVD 88     -        24.96   (+/-2cm)      81.9    (feet)  VERTCON   
 JT9248  ___________________________________________________________________
 JT9248  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9248  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9248
 JT9248.The horizontal coordinates were scaled from a topographic map and have
 JT9248.an estimated accuracy of +/- 6 seconds.
 JT9248
 JT9248.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9248.The vertical order pertains to the NGVD 29 superseded value.
 JT9248
 JT9248.The geoid height was determined by GEOID03.
 JT9248
 JT9248;                    North         East    Units  Estimated Accuracy
 JT9248;SPC CA 2     -   571,830.    1,972,790.      MT  (+/- 180 meters Scaled)
 JT9248
 JT9248                          SUPERSEDED SURVEY CONTROL
 JT9248
 JT9248  NGVD 29 (??/??/92)   24.178  (m)           79.32   (f) ADJ UNCH    2 2
 JT9248
 JT9248.Superseded values are not recommended for survey control.
 JT9248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9248.See file dsdata.txt to determine how the superseded data were derived.
 JT9248
 JT9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602408(NAD 83)
 JT9248_MARKER: B = BOLT
 JT9248_SETTING: 0 = UNSPECIFIED SETTING
 JT9248_MARK LOGO: NONE  
 JT9248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9248
 JT9248  HISTORY     - Date     Condition        Report By
 JT9248  HISTORY     - 1971     MONUMENTED       CA2330
 JT9248
 JT9248                          STATION DESCRIPTION
 JT9248
 JT9248'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9248'AT INTERSECTION OF WEST PUEBLO AND CAROL AVENUE, A BRASS BOLT IN THE
 JT9248'NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0461 ***********************************************************************
 FT0461  DESIGNATION -  106
 FT0461  PID         -  FT0461
 FT0461  STATE/COUNTY-  CA/INYO
 FT0461  USGS QUAD   -  WHITE HILLS (1983)
 FT0461
 FT0461                         *CURRENT SURVEY CONTROL
 FT0461  ___________________________________________________________________
 FT0461* NAD 83(1986)-  35 48 56.     (N)    117 44 38.     (W)     SCALED    
 FT0461* NAVD 88     -       678.648  (meters)    2226.53   (feet)  ADJUSTED  
 FT0461  ___________________________________________________________________
 FT0461  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FT0461  DYNAMIC HT  -         677.907 (meters)    2224.10  (feet)  COMP
 FT0461  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 FT0461
 FT0461  VERT ORDER  -  FIRST     CLASS II
 FT0461
 FT0461.The horizontal coordinates were scaled from a topographic map and have
 FT0461.an estimated accuracy of +/- 6 seconds.
 FT0461
 FT0461.The orthometric height was determined by differential leveling
 FT0461.and adjusted in June 1991.
 FT0461
 FT0461.The geoid height was determined by GEOID03.
 FT0461
 FT0461.The dynamic height is computed by dividing the NAVD 88
 FT0461.geopotential number by the normal gravity value computed on the
 FT0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0461.degrees latitude (g = 980.6199 gals.).
 FT0461
 FT0461.The modeled gravity was interpolated from observed gravity values.
 FT0461
 FT0461;                    North         East    Units  Estimated Accuracy
 FT0461;SPC CA 4     -   554,250.    2,113,520.      MT  (+/- 180 meters Scaled)
 FT0461
 FT0461                          SUPERSEDED SURVEY CONTROL
 FT0461
 FT0461  NGVD 29 (??/??/92)  677.807  (m)         2223.77   (f) ADJ UNCH    1 2
 FT0461
 FT0461.Superseded values are not recommended for survey control.
 FT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0461.See file dsdata.txt to determine how the superseded data were derived.
 FT0461
 FT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV327637(NAD 83)
 FT0461_MARKER: DD = SURVEY DISK
 FT0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0461_STAMPING: BM 106
 FT0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0461+STABILITY: SURFACE MOTION
 FT0461
 FT0461  HISTORY     - Date     Condition        Report By
 FT0461  HISTORY     - UNK      MONUMENTED       USN
 FT0461  HISTORY     - 1950     GOOD             NGS
 FT0461
 FT0461                          STATION DESCRIPTION
 FT0461
 FT0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0461'13.8 MI NW FROM CHINA LAKE USN .
 FT0461'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0461'10.8 MILES NORTH ALONG THE G-1 SPOTTING TOWER ROAD, 0.4 MILE
 FT0461'NORTH WEST OF SPOTTING TOWER NO. 11 50 FEET EAST OF THE CENTER
 FT0461'LINE OF THE ROAD.  THE STATION IS AN USN  DISK SET IN THE TOP
 FT0461'OF AN 8 IN SQUARE CONCRETE POST, PROJECTING 10 IN ABOVE THE
 FT0461'GROUND, AND IS STAMPED BM 106.  FOR INFORMATION TO REACH FROM THE
 FT0461'NAVAL TEST ORDNANCE STATION HEADQUARTERS, CONTACT THE RANGE
 FT0461'DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5385 ***********************************************************************
 EW5385  DESIGNATION -  106 1 V CO
 EW5385  PID         -  EW5385
 EW5385  STATE/COUNTY-  CA/VENTURA
 EW5385  USGS QUAD   -  MATILIJA (1988)
 EW5385
 EW5385                         *CURRENT SURVEY CONTROL
 EW5385  ___________________________________________________________________
 EW5385* NAD 83(1986)-  34 25 54.     (N)    119 16 01.     (W)     SCALED    
 EW5385* NAVD 88     -       208.505  (meters)     684.07   (feet)  READJUSTED
 EW5385  ___________________________________________________________________
 EW5385  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW5385  DYNAMIC HT  -         208.280 (meters)     683.33  (feet)  COMP
 EW5385  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 EW5385
 EW5385  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5385
 EW5385.The horizontal coordinates were scaled from a topographic map and have
 EW5385.an estimated accuracy of +/- 6 seconds.
 EW5385
 EW5385.The orthometric height was determined by differential leveling
 EW5385.and adjusted in February 1993.
 EW5385.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5385.distribution rate of 0.0 thru 1.0 mm/km.
 EW5385.The height was derived from older observations constrained to new
 EW5385.heights in a crustal motion area.  The height is approximate in
 EW5385.relation to other heights in its vicinity.
 EW5385
 EW5385.The geoid height was determined by GEOID03.
 EW5385
 EW5385.The dynamic height is computed by dividing the NAVD 88
 EW5385.geopotential number by the normal gravity value computed on the
 EW5385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5385.degrees latitude (g = 980.6199 gals.).
 EW5385
 EW5385.The modeled gravity was interpolated from observed gravity values.
 EW5385
 EW5385;                    North         East    Units  Estimated Accuracy
 EW5385;SPC CA 5     -   604,080.    1,883,560.      MT  (+/- 180 meters Scaled)
 EW5385
 EW5385                          SUPERSEDED SURVEY CONTROL
 EW5385
 EW5385  NGVD 29 (??/??/92)  207.736  (m)          681.55   (f) ADJ UNCH    1 1
 EW5385
 EW5385.Superseded values are not recommended for survey control.
 EW5385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5385.See file dsdata.txt to determine how the superseded data were derived.
 EW5385
 EW5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU916123(NAD 83)
 EW5385_MARKER: DB = BENCH MARK DISK
 EW5385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5385_SP_SET: CONCRETE POST
 EW5385_STAMPING: 106-1 1974
 EW5385
 EW5385  HISTORY     - Date     Condition        Report By
 EW5385  HISTORY     - UNK      MONUMENTED
 EW5385  HISTORY     - 1977     GOOD             NGS
 EW5385
 EW5385                          STATION DESCRIPTION
 EW5385
 EW5385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5385'1.85 MI SW FROM OJAI.
 EW5385'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5385'OJAI, THENCE 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 33, 0.15 MILE
 EW5385'WEST OF THE JUNCTION OF VILLANOVA ROAD, 25.0 FT. SOUTH OF THE CENTER
 EW5385'LINE OF THE HIGHWAY, 8.2 FT. SOUTHWEST OF A 38-INCH PINE TREE, 3.0
 EW5385'FT. SOUTHWEST OF GUY POLE 6688924.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5576 ***********************************************************************
 EW5576  DESIGNATION -  106 10 V CO
 EW5576  PID         -  EW5576
 EW5576  STATE/COUNTY-  CA/VENTURA
 EW5576  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5576
 EW5576                         *CURRENT SURVEY CONTROL
 EW5576  ___________________________________________________________________
 EW5576* NAD 83(1986)-  34 31 51.     (N)    119 15 53.     (W)     SCALED    
 EW5576* NAVD 88     -       815.79   (+/-2cm)    2676.5    (feet)  VERTCON   
 EW5576  ___________________________________________________________________
 EW5576  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 EW5576  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5576
 EW5576.The horizontal coordinates were scaled from a topographic map and have
 EW5576.an estimated accuracy of +/- 6 seconds.
 EW5576
 EW5576.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5576.The vertical order pertains to the NGVD 29 superseded value.
 EW5576
 EW5576.The geoid height was determined by GEOID03.
 EW5576
 EW5576;                    North         East    Units  Estimated Accuracy
 EW5576;SPC CA 5     -   615,080.    1,883,900.      MT  (+/- 180 meters Scaled)
 EW5576
 EW5576                          SUPERSEDED SURVEY CONTROL
 EW5576
 EW5576  NGVD 29 (??/??/92)  814.97   (m)         2673.8    (f) COMPUTED    1 1
 EW5576
 EW5576.Superseded values are not recommended for survey control.
 EW5576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5576.See file dsdata.txt to determine how the superseded data were derived.
 EW5576
 EW5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU921233(NAD 83)
 EW5576_MARKER: DB = BENCH MARK DISK
 EW5576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5576_SP_SET: CATCH BASIN
 EW5576_STAMPING: 106-10 1974
 EW5576
 EW5576  HISTORY     - Date     Condition        Report By
 EW5576  HISTORY     - UNK      MONUMENTED
 EW5576  HISTORY     - 1977     GOOD             NGS
 EW5576
 EW5576                          STATION DESCRIPTION
 EW5576
 EW5576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5576'12.6 MI NORTH FROM OJAI.
 EW5576'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5576'OJAI, THENCE 11.65 MILES NORTH ALONG STATE HIGHWAY 33, INSIDE A CURVE,
 EW5576'IN THE CENTER OF THE TOP OF THE SOUTHWEST SIDE OF CONCRETE CATCH BASIN
 EW5576'22.73, 17.0 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FT.
 EW5576'SOUTHWEST OF MILEPOST 22.73.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5574 ***********************************************************************
 EW5574  DESIGNATION -  106 11 V CO
 EW5574  PID         -  EW5574
 EW5574  STATE/COUNTY-  CA/VENTURA
 EW5574  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5574
 EW5574                         *CURRENT SURVEY CONTROL
 EW5574  ___________________________________________________________________
 EW5574* NAD 83(1986)-  34 32 00.     (N)    119 15 41.     (W)     SCALED    
 EW5574* NAVD 88     -       835.202  (meters)    2740.16   (feet)  ADJUSTED  
 EW5574  ___________________________________________________________________
 EW5574  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EW5574  DYNAMIC HT  -         834.216 (meters)    2736.92  (feet)  COMP
 EW5574  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 EW5574
 EW5574  VERT ORDER  -  FIRST     CLASS I
 EW5574
 EW5574.The horizontal coordinates were scaled from a topographic map and have
 EW5574.an estimated accuracy of +/- 6 seconds.
 EW5574
 EW5574.The orthometric height was determined by differential leveling
 EW5574.and adjusted in June 1991.
 EW5574
 EW5574.The geoid height was determined by GEOID03.
 EW5574
 EW5574.The dynamic height is computed by dividing the NAVD 88
 EW5574.geopotential number by the normal gravity value computed on the
 EW5574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5574.degrees latitude (g = 980.6199 gals.).
 EW5574
 EW5574.The modeled gravity was interpolated from observed gravity values.
 EW5574
 EW5574;                    North         East    Units  Estimated Accuracy
 EW5574;SPC CA 5     -   615,350.    1,884,210.      MT  (+/- 180 meters Scaled)
 EW5574
 EW5574                          SUPERSEDED SURVEY CONTROL
 EW5574
 EW5574  NGVD 29 (??/??/92)  834.354  (m)         2737.38   (f) ADJ UNCH    1 1
 EW5574
 EW5574.Superseded values are not recommended for survey control.
 EW5574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5574.See file dsdata.txt to determine how the superseded data were derived.
 EW5574
 EW5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU924236(NAD 83)
 EW5574_MARKER: DB = BENCH MARK DISK
 EW5574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5574_SP_SET: HEAD WALL
 EW5574_STAMPING: 106-11 1974
 EW5574
 EW5574  HISTORY     - Date     Condition        Report By
 EW5574  HISTORY     - UNK      MONUMENTED
 EW5574  HISTORY     - 1977     GOOD             NGS
 EW5574  HISTORY     - 1983     GOOD             USGS
 EW5574
 EW5574                          STATION DESCRIPTION
 EW5574
 EW5574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5574'12.7 MI NORTH FROM OJAI.
 EW5574'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5574'OJAI, THENCE 11.8 MILES NORTH ALONG STATE HIGHWAY 33, ON THE OUTSIDE
 EW5574'OF A CURVE, IN THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF CULVERT
 EW5574'23.00, 42.0 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FT.
 EW5574'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL.
 EW5574
 EW5574                          STATION RECOVERY (1983)
 EW5574
 EW5574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2332 ***********************************************************************
 EV2332  DESIGNATION -  106 116
 EV2332  PID         -  EV2332
 EV2332  STATE/COUNTY-  CA/LOS ANGELES
 EV2332  USGS QUAD   -  REDMAN (1992)
 EV2332
 EV2332                         *CURRENT SURVEY CONTROL
 EV2332  ___________________________________________________________________
 EV2332* NAD 83(1986)-  34 45 50.     (N)    117 55 00.     (W)     SCALED    
 EV2332* NAVD 88     -       719.71   (+/-2cm)    2361.2    (feet)  VERTCON   
 EV2332  ___________________________________________________________________
 EV2332  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 EV2332  VERT ORDER  -  THIRD (See Below)
 EV2332
 EV2332.The horizontal coordinates were scaled from a topographic map and have
 EV2332.an estimated accuracy of +/- 6 seconds.
 EV2332
 EV2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2332.The vertical order pertains to the NGVD 29 superseded value.
 EV2332
 EV2332.The geoid height was determined by GEOID03.
 EV2332
 EV2332;                    North         East    Units  Estimated Accuracy
 EV2332;SPC CA 5     -   640,200.    2,007,630.      MT  (+/- 180 meters Scaled)
 EV2332
 EV2332                          SUPERSEDED SURVEY CONTROL
 EV2332
 EV2332  NGVD 29 (??/??/??)  718.88   (m)         2358.5    (f) RESET       3  
 EV2332
 EV2332.Superseded values are not recommended for survey control.
 EV2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2332.See file dsdata.txt to determine how the superseded data were derived.
 EV2332
 EV2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU161472(NAD 83)
 EV2332_MARKER: DD = SURVEY DISK
 EV2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2332_STAMPING: BM 106-116 5869 1959
 EV2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2332+STABILITY: SURFACE MOTION
 EV2332
 EV2332  HISTORY     - Date     Condition        Report By
 EV2332  HISTORY     - 1959     MONUMENTED       CA-037
 EV2332  HISTORY     - 1961     GOOD             NGS
 EV2332  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 EV2332
 EV2332                          STATION DESCRIPTION
 EV2332
 EV2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2332'14.6 MI S FROM EDWARDS AFB.
 EV2332'9.4 MILES SOUTH ALONG LANCASTER BOULEVARD FROM THE JUNCTION
 EV2332'OF ROSAMOND BOULEVARD AT EDWARDS AIR FORCE BASE, THENCE 2.2
 EV2332'MILES WEST ALONG AVENUE B, THENCE 3.0 MILES SOUTH ALONG 120TH
 EV2332'STREET EAST, AT THE JUNCTION OF AVENUE E, 197 FEET WEST OF THE
 EV2332'CENTER LINE OF THE STREET, 23 FEET NORTH OF THE CENTER LINE OF
 EV2332'THE AVENUE, 2 1/2 FEET EAST OF POWER LINE POLE 390066E, 1.6 FEET
 EV2332'SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE AVENUE,
 EV2332'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 EV2332'THE GROUND.
 EV2332
 EV2332                          STATION RECOVERY (1991)
 EV2332
 EV2332'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2333 ***********************************************************************
 EV2333  DESIGNATION -  106 117
 EV2333  PID         -  EV2333
 EV2333  STATE/COUNTY-  CA/LOS ANGELES
 EV2333  USGS QUAD   -  REDMAN (1992)
 EV2333
 EV2333                         *CURRENT SURVEY CONTROL
 EV2333  ___________________________________________________________________
 EV2333* NAD 83(1986)-  34 45 49.     (N)    117 55 33.     (W)     SCALED    
 EV2333* NAVD 88     -       720.99   (+/-2cm)    2365.4    (feet)  VERTCON   
 EV2333  ___________________________________________________________________
 EV2333  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EV2333  VERT ORDER  -  THIRD (See Below)
 EV2333
 EV2333.The horizontal coordinates were scaled from a topographic map and have
 EV2333.an estimated accuracy of +/- 6 seconds.
 EV2333
 EV2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2333.The vertical order pertains to the NGVD 29 superseded value.
 EV2333
 EV2333.The geoid height was determined by GEOID03.
 EV2333
 EV2333;                    North         East    Units  Estimated Accuracy
 EV2333;SPC CA 5     -   640,170.    2,006,790.      MT  (+/- 180 meters Scaled)
 EV2333
 EV2333                          SUPERSEDED SURVEY CONTROL
 EV2333
 EV2333  NGVD 29 (??/??/??)  720.16   (m)         2362.7    (f) RESET       3  
 EV2333
 EV2333.Superseded values are not recommended for survey control.
 EV2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2333.See file dsdata.txt to determine how the superseded data were derived.
 EV2333
 EV2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152472(NAD 83)
 EV2333_MARKER: DD = SURVEY DISK
 EV2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2333_STAMPING: BM 106-117 1959 5869
 EV2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2333+STABILITY: SURFACE MOTION
 EV2333
 EV2333  HISTORY     - Date     Condition        Report By
 EV2333  HISTORY     - 1959     MONUMENTED       CA-037
 EV2333  HISTORY     - 1961     GOOD             NGS
 EV2333  HISTORY     - 19910618 GOOD             USPSQD
 EV2333
 EV2333                          STATION DESCRIPTION
 EV2333
 EV2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2333'15.1 MI S FROM EDWARDS AFB.
 EV2333'9.4 MILES SOUTH ALONG LANCASTER BOULEVARD FROM THE JUNCTION
 EV2333'OF ROSAMOND BOULEVARD AT EDWARDS AIR FORCE BASE, THENCE 2.2
 EV2333'MILES WEST ALONG AVENUE B, THENCE 3.0 MILES SOUTH ALONG 120TH
 EV2333'STREET EAST, THENCE 0.5 MILE WEST ALONG AVENUE E, AT THE JUNCTION
 EV2333'OF A PRIVATE DRIVEWAY LEADING NORTH, 27 FEET NORTH OF THE
 EV2333'CENTER LINE OF THE AVENUE, 47 FEET EAST OF THE CENTER LINE OF
 EV2333'THE DRIVEWAY, 2 1/2 FEET NORTH OF POWER LINE POLE 390054E,
 EV2333'2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE,
 EV2333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 EV2333'THE GROUND.
 EV2333
 EV2333                          STATION RECOVERY (1991)
 EV2333
 EV2333'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2334 ***********************************************************************
 EV2334  DESIGNATION -  106 118
 EV2334  PID         -  EV2334
 EV2334  STATE/COUNTY-  CA/LOS ANGELES
 EV2334  USGS QUAD   -  REDMAN (1992)
 EV2334
 EV2334                         *CURRENT SURVEY CONTROL
 EV2334  ___________________________________________________________________
 EV2334* NAD 83(1986)-  34 45 49.     (N)    117 56 02.     (W)     SCALED    
 EV2334* NAVD 88     -       719.41   (+/-2cm)    2360.3    (feet)  VERTCON   
 EV2334  ___________________________________________________________________
 EV2334  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EV2334  VERT ORDER  -  THIRD (See Below)
 EV2334
 EV2334.The horizontal coordinates were scaled from a topographic map and have
 EV2334.an estimated accuracy of +/- 6 seconds.
 EV2334
 EV2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2334.The vertical order pertains to the NGVD 29 superseded value.
 EV2334
 EV2334.The geoid height was determined by GEOID03.
 EV2334
 EV2334;                    North         East    Units  Estimated Accuracy
 EV2334;SPC CA 5     -   640,170.    2,006,050.      MT  (+/- 180 meters Scaled)
 EV2334
 EV2334                          SUPERSEDED SURVEY CONTROL
 EV2334
 EV2334  NGVD 29 (??/??/??)  718.58   (m)         2357.5    (f) RESET       3  
 EV2334
 EV2334.Superseded values are not recommended for survey control.
 EV2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2334.See file dsdata.txt to determine how the superseded data were derived.
 EV2334
 EV2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU145472(NAD 83)
 EV2334_MARKER: DD = SURVEY DISK
 EV2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2334_STAMPING: BM 106-118 1959 5869
 EV2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2334+STABILITY: SURFACE MOTION
 EV2334
 EV2334  HISTORY     - Date     Condition        Report By
 EV2334  HISTORY     - 1959     MONUMENTED       CA-037
 EV2334  HISTORY     - 1961     GOOD             NGS
 EV2334  HISTORY     - 19910618 GOOD             USPSQD
 EV2334
 EV2334                          STATION DESCRIPTION
 EV2334
 EV2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2334'15.9 MI NE FROM LANCASTER.
 EV2334'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EV2334'AVENUE I AT LANCASTER, THENCE 11.9 MILES EAST ALONG AVENUE E,
 EV2334'15.6 MILES SOUTH OF EDWARDS AIR FORCE BASE, 53 FEET EAST-NORTHEAST
 EV2334'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH, 47 FEET
 EV2334'EAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF THE
 EV2334'CENTER LINE OF THE AVENUE, 2 FEET NORTH OF POWER LINE POLE
 EV2334'381243E WITH 2 GUY WIRES, 1.1 FOOT SOUTH OF A WITNESS POST,
 EV2334'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 EV2334'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2334
 EV2334                          STATION RECOVERY (1991)
 EV2334
 EV2334'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5055 ***********************************************************************
 EW5055  DESIGNATION -  106 12 V CO
 EW5055  PID         -  EW5055
 EW5055  STATE/COUNTY-  CA/VENTURA
 EW5055  USGS QUAD   -  LION CANYON (1991)
 EW5055
 EW5055                         *CURRENT SURVEY CONTROL
 EW5055  ___________________________________________________________________
 EW5055* NAD 83(1986)-  34 32 07.     (N)    119 14 54.     (W)     SCALED    
 EW5055* NAVD 88     -       906.947  (meters)    2975.54   (feet)  ADJUSTED  
 EW5055  ___________________________________________________________________
 EW5055  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 EW5055  DYNAMIC HT  -         905.886 (meters)    2972.06  (feet)  COMP
 EW5055  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 EW5055
 EW5055  VERT ORDER  -  FIRST     CLASS I
 EW5055
 EW5055.The horizontal coordinates were scaled from a topographic map and have
 EW5055.an estimated accuracy of +/- 6 seconds.
 EW5055
 EW5055.The orthometric height was determined by differential leveling
 EW5055.and adjusted in June 1991.
 EW5055.WARNING-Repeat measurements at this control monument indicate possible
 EW5055.vertical movement.
 EW5055
 EW5055.The geoid height was determined by GEOID03.
 EW5055
 EW5055.The dynamic height is computed by dividing the NAVD 88
 EW5055.geopotential number by the normal gravity value computed on the
 EW5055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5055.degrees latitude (g = 980.6199 gals.).
 EW5055
 EW5055.The modeled gravity was interpolated from observed gravity values.
 EW5055
 EW5055;                    North         East    Units  Estimated Accuracy
 EW5055;SPC CA 5     -   615,550.    1,885,410.      MT  (+/- 180 meters Scaled)
 EW5055
 EW5055                          SUPERSEDED SURVEY CONTROL
 EW5055
 EW5055  NGVD 29 (??/??/92)  906.121  (m)         2972.83   (f) ADJ UNCH    1 1
 EW5055
 EW5055.Superseded values are not recommended for survey control.
 EW5055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5055.See file dsdata.txt to determine how the superseded data were derived.
 EW5055
 EW5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU936238(NAD 83)
 EW5055_MARKER: DB = BENCH MARK DISK
 EW5055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5055_SP_SET: CONCRETE POST
 EW5055_STAMPING: 106-12 1977
 EW5055
 EW5055  HISTORY     - Date     Condition        Report By
 EW5055  HISTORY     - UNK      MONUMENTED
 EW5055  HISTORY     - 1977     GOOD             NGS
 EW5055  HISTORY     - 1983     GOOD             USGS
 EW5055  HISTORY     - 19880425 MARK NOT FOUND   USPSQD
 EW5055
 EW5055                          STATION DESCRIPTION
 EW5055
 EW5055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5055'13.6 MI NORTH FROM OJAI.
 EW5055'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5055'OJAI, THENCE 12.65 MILES NORTH ALONG STATE HIGHWAY 33, 0.3 MILE
 EW5055'SOUTHWEST OF A ROAD SIDE PARK, AT A SMALL RECESSED AREA IN A STEEP
 EW5055'HILL SIDE, 60.0 FT.NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 EW5055
 EW5055                          STATION RECOVERY (1983)
 EW5055
 EW5055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5055'RECOVERED IN GOOD CONDITION.
 EW5055
 EW5055                          STATION RECOVERY (1988)
 EW5055
 EW5055'RECOVERY NOTE BY US POWER SQUADRON 1988 (JS)
 EW5055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2336 ***********************************************************************
 EV2336  DESIGNATION -  106 120
 EV2336  PID         -  EV2336
 EV2336  STATE/COUNTY-  CA/LOS ANGELES
 EV2336  USGS QUAD   -  REDMAN (1992)
 EV2336
 EV2336                         *CURRENT SURVEY CONTROL
 EV2336  ___________________________________________________________________
 EV2336* NAD 83(1986)-  34 45 51.     (N)    117 57 07.     (W)     SCALED    
 EV2336* NAVD 88     -       717.35   (+/-2cm)    2353.5    (feet)  VERTCON   
 EV2336  ___________________________________________________________________
 EV2336  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EV2336  VERT ORDER  -  THIRD (See Below)
 EV2336
 EV2336.The horizontal coordinates were scaled from a topographic map and have
 EV2336.an estimated accuracy of +/- 6 seconds.
 EV2336
 EV2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2336.The vertical order pertains to the NGVD 29 superseded value.
 EV2336
 EV2336.The geoid height was determined by GEOID03.
 EV2336
 EV2336;                    North         East    Units  Estimated Accuracy
 EV2336;SPC CA 5     -   640,230.    2,004,400.      MT  (+/- 180 meters Scaled)
 EV2336
 EV2336                          SUPERSEDED SURVEY CONTROL
 EV2336
 EV2336  NGVD 29 (??/??/??)  716.52   (m)         2350.8    (f) RESET       3  
 EV2336
 EV2336.Superseded values are not recommended for survey control.
 EV2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2336.See file dsdata.txt to determine how the superseded data were derived.
 EV2336
 EV2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU128473(NAD 83)
 EV2336_MARKER: DD = SURVEY DISK
 EV2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2336_STAMPING: BM 106-120 1959 5869
 EV2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2336+STABILITY: SURFACE MOTION
 EV2336
 EV2336  HISTORY     - Date     Condition        Report By
 EV2336  HISTORY     - 1959     MONUMENTED       CA-037
 EV2336  HISTORY     - 1961     GOOD             NGS
 EV2336  HISTORY     - 19910618 GOOD             USPSQD
 EV2336
 EV2336                          STATION DESCRIPTION
 EV2336
 EV2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2336'14.9 MI NE FROM LANCASTER.
 EV2336'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF AVENUE
 EV2336'I AT LANCASTER, THENCE 10.9 MILES EAST ALONG AVENUE E, AT
 EV2336'THE INTERSECTION OF 100TH STREET EAST, 46 FEET NORTH OF THE
 EV2336'CENTER LINE OF THE AVENUE, 22 FEET EAST OF THE CENTER LINE OF
 EV2336'THE STREET, 13 1/2 FEET SOUTH OF TELEPHONE POLE K 2318Y WITH
 EV2336'A GUY WIRE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 EV2336'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV2336'0.4 FOOT ABOVE THE GROUND.
 EV2336
 EV2336                          STATION RECOVERY (1991)
 EV2336
 EV2336'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2338 ***********************************************************************
 EV2338  DESIGNATION -  106 121
 EV2338  PID         -  EV2338
 EV2338  STATE/COUNTY-  CA/LOS ANGELES
 EV2338  USGS QUAD   -  REDMAN (1992)
 EV2338
 EV2338                         *CURRENT SURVEY CONTROL
 EV2338  ___________________________________________________________________
 EV2338* NAD 83(1986)-  34 45 50.     (N)    117 57 42.     (W)     SCALED    
 EV2338* NAVD 88     -       715.66   (+/-2cm)    2348.0    (feet)  VERTCON   
 EV2338  ___________________________________________________________________
 EV2338  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EV2338  VERT ORDER  -  THIRD (See Below)
 EV2338
 EV2338.The horizontal coordinates were scaled from a topographic map and have
 EV2338.an estimated accuracy of +/- 6 seconds.
 EV2338
 EV2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2338.The vertical order pertains to the NGVD 29 superseded value.
 EV2338
 EV2338.The geoid height was determined by GEOID03.
 EV2338
 EV2338;                    North         East    Units  Estimated Accuracy
 EV2338;SPC CA 5     -   640,200.    2,003,510.      MT  (+/- 180 meters Scaled)
 EV2338
 EV2338                          SUPERSEDED SURVEY CONTROL
 EV2338
 EV2338  NGVD 29 (??/??/??)  714.83   (m)         2345.2    (f) RESET       3  
 EV2338
 EV2338.Superseded values are not recommended for survey control.
 EV2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2338.See file dsdata.txt to determine how the superseded data were derived.
 EV2338
 EV2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU119472(NAD 83)
 EV2338_MARKER: DD = SURVEY DISK
 EV2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2338_STAMPING: BM 106-121 1959 5869
 EV2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2338+STABILITY: SURFACE MOTION
 EV2338
 EV2338  HISTORY     - Date     Condition        Report By
 EV2338  HISTORY     - 1959     MONUMENTED       CA-037
 EV2338  HISTORY     - 1961     GOOD             NGS
 EV2338  HISTORY     - 19910618 GOOD             USPSQD
 EV2338
 EV2338                          STATION DESCRIPTION
 EV2338
 EV2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2338'14.4 MI NE FROM LANCASTER.
 EV2338'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EV2338'AVENUE I AT LANCASTER, THENCE 10.4 MILES EAST ALONG AVENUE E,
 EV2338'19 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 157 FEET
 EV2338'SOUTH-SOUTHWEST OF AND ACROSS THE AVENUE FROM THE SOUTHWEST
 EV2338'CORNER OF A SMALL HOUSE, 2 1/2 FEET EAST OF POWER LINE POLE
 EV2338'381206E, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EV2338'AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 EV2338'FOOT ABOVE THE GROUND.
 EV2338
 EV2338                          STATION RECOVERY (1991)
 EV2338
 EV2338'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2339 ***********************************************************************
 EV2339  DESIGNATION -  106 122
 EV2339  PID         -  EV2339
 EV2339  STATE/COUNTY-  CA/LOS ANGELES
 EV2339  USGS QUAD   -  REDMAN (1992)
 EV2339
 EV2339                         *CURRENT SURVEY CONTROL
 EV2339  ___________________________________________________________________
 EV2339* NAD 83(1986)-  34 45 49.     (N)    117 58 11.     (W)     SCALED    
 EV2339* NAVD 88     -       715.29   (+/-2cm)    2346.7    (feet)  VERTCON   
 EV2339  ___________________________________________________________________
 EV2339  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2339  VERT ORDER  -  THIRD (See Below)
 EV2339
 EV2339.The horizontal coordinates were scaled from a topographic map and have
 EV2339.an estimated accuracy of +/- 6 seconds.
 EV2339
 EV2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2339.The vertical order pertains to the NGVD 29 superseded value.
 EV2339
 EV2339.The geoid height was determined by GEOID03.
 EV2339
 EV2339;                    North         East    Units  Estimated Accuracy
 EV2339;SPC CA 5     -   640,170.    2,002,770.      MT  (+/- 180 meters Scaled)
 EV2339
 EV2339                          SUPERSEDED SURVEY CONTROL
 EV2339
 EV2339  NGVD 29 (??/??/??)  714.46   (m)         2344.0    (f) RESET       3  
 EV2339
 EV2339.Superseded values are not recommended for survey control.
 EV2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2339.See file dsdata.txt to determine how the superseded data were derived.
 EV2339
 EV2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU112472(NAD 83)
 EV2339_MARKER: DD = SURVEY DISK
 EV2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2339_STAMPING: BM 106-122 1959 5869
 EV2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2339+STABILITY: SURFACE MOTION
 EV2339
 EV2339  HISTORY     - Date     Condition        Report By
 EV2339  HISTORY     - 1959     MONUMENTED       CA-037
 EV2339  HISTORY     - 1961     GOOD             NGS
 EV2339  HISTORY     - 19910618 GOOD             USPSQD
 EV2339
 EV2339                          STATION DESCRIPTION
 EV2339
 EV2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2339'13.9 MI NE FROM LANCASTER.
 EV2339'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EV2339'AVENUE I AT LANCASTER, THENCE 9.9 MILES EAST ALONG AVENUE E,
 EV2339'55 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF 90TH
 EV2339'STREET EAST, 46 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 EV2339'31 FEET EAST OF THE CENTER LINE OF THE STREET, 4.0 FEET NORTH OF
 EV2339'THE NORTHWEST CORNER OF A FENCE AROUND PG AND E REDMAN SUBSTATION,
 EV2339'5 1/2 FEET EAST OF POWER LINE POLE 538296E, 2.0 FEET SOUTH OF A
 EV2339'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 EV2339'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EV2339
 EV2339                          STATION RECOVERY (1991)
 EV2339
 EV2339'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2340 ***********************************************************************
 EV2340  DESIGNATION -  106 123
 EV2340  PID         -  EV2340
 EV2340  STATE/COUNTY-  CA/LOS ANGELES
 EV2340  USGS QUAD   -  REDMAN (1992)
 EV2340
 EV2340                         *CURRENT SURVEY CONTROL
 EV2340  ___________________________________________________________________
 EV2340* NAD 83(1986)-  34 45 50.     (N)    117 58 43.     (W)     SCALED    
 EV2340* NAVD 88     -       713.91   (+/-2cm)    2342.2    (feet)  VERTCON   
 EV2340  ___________________________________________________________________
 EV2340  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2340  VERT ORDER  -  THIRD (See Below)
 EV2340
 EV2340.The horizontal coordinates were scaled from a topographic map and have
 EV2340.an estimated accuracy of +/- 6 seconds.
 EV2340
 EV2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2340.The vertical order pertains to the NGVD 29 superseded value.
 EV2340
 EV2340.The geoid height was determined by GEOID03.
 EV2340
 EV2340;                    North         East    Units  Estimated Accuracy
 EV2340;SPC CA 5     -   640,200.    2,001,960.      MT  (+/- 180 meters Scaled)
 EV2340
 EV2340                          SUPERSEDED SURVEY CONTROL
 EV2340
 EV2340  NGVD 29 (??/??/??)  713.07   (m)         2339.5    (f) RESET       3  
 EV2340
 EV2340.Superseded values are not recommended for survey control.
 EV2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2340.See file dsdata.txt to determine how the superseded data were derived.
 EV2340
 EV2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU104472(NAD 83)
 EV2340_MARKER: DD = SURVEY DISK
 EV2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2340_STAMPING: BM 106-123 1959 5869
 EV2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2340+STABILITY: SURFACE MOTION
 EV2340
 EV2340  HISTORY     - Date     Condition        Report By
 EV2340  HISTORY     - 1959     MONUMENTED       CA-037
 EV2340  HISTORY     - 1961     GOOD             NGS
 EV2340  HISTORY     - 19910618 GOOD             USPSQD
 EV2340
 EV2340                          STATION DESCRIPTION
 EV2340
 EV2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2340'13.4 MI NE FROM LANCASTER.
 EV2340'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EV2340'AVENUE I AT LANCASTER, THENCE 9.4 MILES EAST ALONG AVENUE E,
 EV2340'AT A ROAD JUNCTION, 54 FEET NORTH OF THE CENTER LINE OF THE
 EV2340'AVENUE, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH
 EV2340'OF POWER LINE POLE 971283E WITH A GUY WIRE, 1.8 FEET NORTH OF
 EV2340'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE
 EV2340'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EV2340
 EV2340                          STATION RECOVERY (1991)
 EV2340
 EV2340'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2341 ***********************************************************************
 EV2341  DESIGNATION -  106 124
 EV2341  PID         -  EV2341
 EV2341  STATE/COUNTY-  CA/LOS ANGELES
 EV2341  USGS QUAD   -  REDMAN (1992)
 EV2341
 EV2341                         *CURRENT SURVEY CONTROL
 EV2341  ___________________________________________________________________
 EV2341* NAD 83(1986)-  34 45 51.     (N)    117 59 14.     (W)     SCALED    
 EV2341* NAVD 88     -       713.12   (+/-2cm)    2339.6    (feet)  VERTCON   
 EV2341  ___________________________________________________________________
 EV2341  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EV2341  VERT ORDER  -  THIRD (See Below)
 EV2341
 EV2341.The horizontal coordinates were scaled from a topographic map and have
 EV2341.an estimated accuracy of +/- 6 seconds.
 EV2341
 EV2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2341.The vertical order pertains to the NGVD 29 superseded value.
 EV2341
 EV2341.The geoid height was determined by GEOID03.
 EV2341
 EV2341;                    North         East    Units  Estimated Accuracy
 EV2341;SPC CA 5     -   640,230.    2,001,170.      MT  (+/- 180 meters Scaled)
 EV2341
 EV2341                          SUPERSEDED SURVEY CONTROL
 EV2341
 EV2341  NGVD 29 (??/??/??)  712.28   (m)         2336.9    (f) RESET       3  
 EV2341
 EV2341.Superseded values are not recommended for survey control.
 EV2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2341.See file dsdata.txt to determine how the superseded data were derived.
 EV2341
 EV2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU096473(NAD 83)
 EV2341_MARKER: DD = SURVEY DISK
 EV2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2341_STAMPING: BM 106-124 1959 5869
 EV2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2341+STABILITY: SURFACE MOTION
 EV2341
 EV2341  HISTORY     - Date     Condition        Report By
 EV2341  HISTORY     - 1959     MONUMENTED       CA-037
 EV2341  HISTORY     - 1961     GOOD             NGS
 EV2341  HISTORY     - 19910618 GOOD             USPSQD
 EV2341
 EV2341                          STATION DESCRIPTION
 EV2341
 EV2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2341'12.9 MI NE FROM LANCASTER.
 EV2341'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EV2341'AVENUE I AT LANCASTER, THENCE 8.9 MILES EAST ALONG AVENUE E,
 EV2341'AT THE INTERSECTION OF 80TH STREET EAST, 48 FEET SOUTHEAST OF
 EV2341'THE CENTER OF THE INTERSECTION, 40 FEET EAST OF THE CENTER LINE
 EV2341'OF THE STREET, 26 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 EV2341'2 1/2 FEET SOUTH OF POWER LINE POLE 93788E, 1.7 FEET NORTH OF
 EV2341'A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE AVENUE, AND
 EV2341'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EV2341'THE GROUND.
 EV2341
 EV2341                          STATION RECOVERY (1991)
 EV2341
 EV2341'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 EV2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2342 ***********************************************************************
 EV2342  DESIGNATION -  106 125
 EV2342  PID         -  EV2342
 EV2342  STATE/COUNTY-  CA/LOS ANGELES
 EV2342  USGS QUAD   -  REDMAN (1992)
 EV2342
 EV2342                         *CURRENT SURVEY CONTROL
 EV2342  ___________________________________________________________________
 EV2342* NAD 83(1986)-  34 45 50.     (N)    117 59 46.     (W)     SCALED    
 EV2342* NAVD 88     -       712.29   (+/-2cm)    2336.9    (feet)  VERTCON   
 EV2342  ___________________________________________________________________
 EV2342  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EV2342  VERT ORDER  -  THIRD (See Below)
 EV2342
 EV2342.The horizontal coordinates were scaled from a topographic map and have
 EV2342.an estimated accuracy of +/- 6 seconds.
 EV2342
 EV2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2342.The vertical order pertains to the NGVD 29 superseded value.
 EV2342
 EV2342.The geoid height was determined by GEOID03.
 EV2342
 EV2342;                    North         East    Units  Estimated Accuracy
 EV2342;SPC CA 5     -   640,200.    2,000,360.      MT  (+/- 180 meters Scaled)
 EV2342
 EV2342                          SUPERSEDED SURVEY CONTROL
 EV2342
 EV2342  NGVD 29 (??/??/??)  711.45   (m)         2334.1    (f) RESET       3  
 EV2342
 EV2342.Superseded values are not recommended for survey control.
 EV2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2342.See file dsdata.txt to determine how the superseded data were derived.
 EV2342
 EV2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU088473(NAD 83)
 EV2342_MARKER: DD = SURVEY DISK
 EV2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2342_STAMPING: BM 106-125 1959 5869
 EV2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2342+STABILITY: SURFACE MOTION
 EV2342
 EV2342  HISTORY     - Date     Condition        Report By
 EV2342  HISTORY     - 1959     MONUMENTED       CA-037
 EV2342  HISTORY     - 1961     GOOD             NGS
 EV2342
 EV2342                          STATION DESCRIPTION
 EV2342
 EV2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2342'12.4 MI NE FROM LANCASTER.
 EV2342'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EV2342'AVENUE I AT LANCASTER, THENCE 8.4 MILES EAST ALONG AVENUE E,
 EV2342'AT THE CROSSING OF A POWER LINE, 62 FEET SOUTH-SOUTHEAST OF
 EV2342'THE JUNCTION OF A DIRT ROAD SOUTH, 61 FEET SOUTH OF THE CENTER
 EV2342'LINE OF THE AVENUE, 7 FEET EAST OF THE CENTER LINE OF THE ROAD,
 EV2342'2 1/2 FEET NORTH OF POWER LINE POLE 1048552E WITH A GUY WIRE,
 EV2342'2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 EV2342'AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 EV2342'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0800 ***********************************************************************
 EW0800  DESIGNATION -  106 126 LA CO
 EW0800  PID         -  EW0800
 EW0800  STATE/COUNTY-  CA/LOS ANGELES
 EW0800  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0800
 EW0800                         *CURRENT SURVEY CONTROL
 EW0800  ___________________________________________________________________
 EW0800* NAD 83(1986)-  34 45 49.     (N)    118 00 19.     (W)     SCALED    
 EW0800* NAVD 88     -       711.15   (+/-2cm)    2333.2    (feet)  VERTCON   
 EW0800  ___________________________________________________________________
 EW0800  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EW0800  VERT ORDER  -  THIRD (See Below)
 EW0800
 EW0800.The horizontal coordinates were scaled from a topographic map and have
 EW0800.an estimated accuracy of +/- 6 seconds.
 EW0800
 EW0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0800.The vertical order pertains to the NGVD 29 superseded value.
 EW0800
 EW0800.The geoid height was determined by GEOID03.
 EW0800
 EW0800;                    North         East    Units  Estimated Accuracy
 EW0800;SPC CA 5     -   640,170.    1,999,520.      MT  (+/- 180 meters Scaled)
 EW0800
 EW0800                          SUPERSEDED SURVEY CONTROL
 EW0800
 EW0800  NGVD 29 (??/??/??)  710.32   (m)         2330.4    (f) RESET       3  
 EW0800
 EW0800.Superseded values are not recommended for survey control.
 EW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0800.See file dsdata.txt to determine how the superseded data were derived.
 EW0800
 EW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU080472(NAD 83)
 EW0800_MARKER: DD = SURVEY DISK
 EW0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0800_STAMPING: BM 106-126 1959 5869
 EW0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0800+STABILITY: SURFACE MOTION
 EW0800
 EW0800  HISTORY     - Date     Condition        Report By
 EW0800  HISTORY     - 1959     MONUMENTED       CA-037
 EW0800  HISTORY     - 1961     GOOD             NGS
 EW0800
 EW0800                          STATION DESCRIPTION
 EW0800
 EW0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0800'11.9 MI NE FROM LANCASTER.
 EW0800'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF AVENUE
 EW0800'I AT LANCASTER, THENCE 7.9 MILES EAST ALONG AVENUE E, AT THE
 EW0800'JUNCTION OF 70TH STREET EAST, 64 FEET SOUTH OF THE CENTER LINE
 EW0800'OF THE AVENUE, 18 FEET EAST OF THE CENTER LINE OF THE STREET,
 EW0800'2 1/2 FEET NORTH OF TELEPHONE POLE K 3424 Y, 1.0 FOOT WEST OF A
 EW0800'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 EW0800'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0801 ***********************************************************************
 EW0801  DESIGNATION -  106 127 LA CO
 EW0801  PID         -  EW0801
 EW0801  STATE/COUNTY-  CA/LOS ANGELES
 EW0801  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0801
 EW0801                         *CURRENT SURVEY CONTROL
 EW0801  ___________________________________________________________________
 EW0801* NAD 83(1986)-  34 45 50.     (N)    118 00 51.     (W)     SCALED    
 EW0801* NAVD 88     -       710.27   (+/-2cm)    2330.3    (feet)  VERTCON   
 EW0801  ___________________________________________________________________
 EW0801  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EW0801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0801
 EW0801.The horizontal coordinates were scaled from a topographic map and have
 EW0801.an estimated accuracy of +/- 6 seconds.
 EW0801
 EW0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0801.The vertical order pertains to the NGVD 29 superseded value.
 EW0801
 EW0801.The geoid height was determined by GEOID03.
 EW0801
 EW0801;                    North         East    Units  Estimated Accuracy
 EW0801;SPC CA 5     -   640,200.    1,998,700.      MT  (+/- 180 meters Scaled)
 EW0801
 EW0801                          SUPERSEDED SURVEY CONTROL
 EW0801
 EW0801  NGVD 29 (??/??/92)  709.43   (m)         2327.5    (f) COMPUTED    2 0
 EW0801
 EW0801.Superseded values are not recommended for survey control.
 EW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0801.See file dsdata.txt to determine how the superseded data were derived.
 EW0801
 EW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU071473(NAD 83)
 EW0801_MARKER: DD = SURVEY DISK
 EW0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0801_STAMPING: BM 106-127 1959 5869
 EW0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0801+STABILITY: SURFACE MOTION
 EW0801
 EW0801  HISTORY     - Date     Condition        Report By
 EW0801  HISTORY     - 1959     MONUMENTED       CA-037
 EW0801  HISTORY     - 1961     GOOD             NGS
 EW0801
 EW0801                          STATION DESCRIPTION
 EW0801
 EW0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0801'11.4 MI NE FROM LANCASTER.
 EW0801'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF AVENUE
 EW0801'I AT LANCASTER, THENCE 7.4 MILES EAST ALONG AVENUE E, AT THE
 EW0801'JUNCTION OF 65TH STREET EAST, 44 FEET NORTH OF THE CENTER LINE
 EW0801'OF THE AVENUE, 20 FEET EAST OF THE CENTER LINE OF THE STREET,
 EW0801'22 FEET SOUTH OF POWER LINE POLE 706471E, 1.1 FEET SOUTH OF A
 EW0801'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 EW0801'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0007 ***********************************************************************
 EW0007  DESIGNATION -  106 13 LA CO
 EW0007  PID         -  EW0007
 EW0007  STATE/COUNTY-  CA/LOS ANGELES
 EW0007  USGS QUAD   -  PALMDALE (1974)
 EW0007
 EW0007                         *CURRENT SURVEY CONTROL
 EW0007  ___________________________________________________________________
 EW0007* NAD 83(1986)-  34 32 35.     (N)    118 01 48.     (W)     SCALED    
 EW0007* NAVD 88     -       841.19   (+/-2cm)    2759.8    (feet)  VERTCON   
 EW0007  ___________________________________________________________________
 EW0007  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0007  VERT ORDER  -  THIRD (See Below)
 EW0007
 EW0007.The horizontal coordinates were scaled from a topographic map and have
 EW0007.an estimated accuracy of +/- 6 seconds.
 EW0007
 EW0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0007.The vertical order pertains to the NGVD 29 superseded value.
 EW0007
 EW0007.The geoid height was determined by GEOID03.
 EW0007
 EW0007;                    North         East    Units  Estimated Accuracy
 EW0007;SPC CA 5     -   615,700.    1,997,250.      MT  (+/- 180 meters Scaled)
 EW0007
 EW0007                          SUPERSEDED SURVEY CONTROL
 EW0007
 EW0007  NGVD 29 (??/??/??)  840.31   (m)         2756.9    (f) RESET       3  
 EW0007
 EW0007.Superseded values are not recommended for survey control.
 EW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0007.See file dsdata.txt to determine how the superseded data were derived.
 EW0007
 EW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU054228(NAD 83)
 EW0007_MARKER: Z = SEE DESCRIPTION
 EW0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0007_STAMPING: BM 106-13 1958 5869
 EW0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0007+STABILITY: SURFACE MOTION
 EW0007
 EW0007  HISTORY     - Date     Condition        Report By
 EW0007  HISTORY     - 1958     MONUMENTED       CA-037
 EW0007  HISTORY     - 1968     GOOD             NGS
 EW0007
 EW0007                          STATION DESCRIPTION
 EW0007
 EW0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0007'1.4 MI SE FROM PEARLAND.
 EW0007'PEARBLOSSOM HIGHWAY (STATE HWY 138) AND AVE T, 85.0 FT SE AND
 EW0007'70.5 FT SW OF CENTER LINE INTERSECTION, 4.5 FT N OF POWER POLE
 EW0007'NO. 1403539E, 1.0 FOOT E OF THE EDGE OF TEXACO SERVICE STATION
 EW0007'DRIVEWAY.  SET IN THE TOP OF A 12 IN CONCRETE POST FLUSH WITH
 EW0007'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5052 ***********************************************************************
 EW5052  DESIGNATION -  106 13 V CO
 EW5052  PID         -  EW5052
 EW5052  STATE/COUNTY-  CA/VENTURA
 EW5052  USGS QUAD   -  LION CANYON (1991)
 EW5052
 EW5052                         *CURRENT SURVEY CONTROL
 EW5052  ___________________________________________________________________
 EW5052* NAD 83(1986)-  34 32 06.     (N)    119 14 43.     (W)     SCALED    
 EW5052* NAVD 88     -       950.653  (meters)    3118.93   (feet)  ADJUSTED  
 EW5052  ___________________________________________________________________
 EW5052  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 EW5052  DYNAMIC HT  -         949.534 (meters)    3115.26  (feet)  COMP
 EW5052  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 EW5052
 EW5052  VERT ORDER  -  FIRST     CLASS I
 EW5052
 EW5052.The horizontal coordinates were scaled from a topographic map and have
 EW5052.an estimated accuracy of +/- 6 seconds.
 EW5052
 EW5052.The orthometric height was determined by differential leveling
 EW5052.and adjusted in June 1991.
 EW5052
 EW5052.The geoid height was determined by GEOID03.
 EW5052
 EW5052.The dynamic height is computed by dividing the NAVD 88
 EW5052.geopotential number by the normal gravity value computed on the
 EW5052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5052.degrees latitude (g = 980.6199 gals.).
 EW5052
 EW5052.The modeled gravity was interpolated from observed gravity values.
 EW5052
 EW5052;                    North         East    Units  Estimated Accuracy
 EW5052;SPC CA 5     -   615,520.    1,885,690.      MT  (+/- 180 meters Scaled)
 EW5052
 EW5052                          SUPERSEDED SURVEY CONTROL
 EW5052
 EW5052  NGVD 29 (??/??/92)  949.812  (m)         3116.17   (f) ADJ UNCH    1 1
 EW5052
 EW5052.Superseded values are not recommended for survey control.
 EW5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5052.See file dsdata.txt to determine how the superseded data were derived.
 EW5052
 EW5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU939237(NAD 83)
 EW5052_MARKER: DB = BENCH MARK DISK
 EW5052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5052_SP_SET: CULVERT
 EW5052_STAMPING: 106-13 1974
 EW5052
 EW5052  HISTORY     - Date     Condition        Report By
 EW5052  HISTORY     - UNK      MONUMENTED
 EW5052  HISTORY     - 1977     GOOD             NGS
 EW5052  HISTORY     - 1983     GOOD             USGS
 EW5052
 EW5052                          STATION DESCRIPTION
 EW5052
 EW5052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5052'14.2 MI NORTH FROM OJAI.
 EW5052'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5052'OJAI, THENCE 13.3 MILES NORTH ALONG STATE HIGHWAY 33, AT A WASH
 EW5052'BETWEEN TWO CUT BANKS, IN THE CENTER OF THE SOUTHEAST HEAD WALL OF
 EW5052'CULVERT 24.38, 29.0 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 EW5052
 EW5052                          STATION RECOVERY (1983)
 EW5052
 EW5052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0803 ***********************************************************************
 EW0803  DESIGNATION -  106 130 LA CO
 EW0803  PID         -  EW0803
 EW0803  STATE/COUNTY-  CA/LOS ANGELES
 EW0803  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0803
 EW0803                         *CURRENT SURVEY CONTROL
 EW0803  ___________________________________________________________________
 EW0803* NAD 83(1986)-  34 45 48.     (N)    118 02 28.     (W)     SCALED    
 EW0803* NAVD 88     -       707.74   (+/-2cm)    2322.0    (feet)  VERTCON   
 EW0803  ___________________________________________________________________
 EW0803  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EW0803  VERT ORDER  -  THIRD (See Below)
 EW0803
 EW0803.The horizontal coordinates were scaled from a topographic map and have
 EW0803.an estimated accuracy of +/- 6 seconds.
 EW0803
 EW0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0803.The vertical order pertains to the NGVD 29 superseded value.
 EW0803
 EW0803.The geoid height was determined by GEOID03.
 EW0803
 EW0803;                    North         East    Units  Estimated Accuracy
 EW0803;SPC CA 5     -   640,140.    1,996,240.      MT  (+/- 180 meters Scaled)
 EW0803
 EW0803                          SUPERSEDED SURVEY CONTROL
 EW0803
 EW0803  NGVD 29 (??/??/??)  706.90   (m)         2319.2    (f) RESET       3  
 EW0803
 EW0803.Superseded values are not recommended for survey control.
 EW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0803.See file dsdata.txt to determine how the superseded data were derived.
 EW0803
 EW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU047472(NAD 83)
 EW0803_MARKER: DD = SURVEY DISK
 EW0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0803_STAMPING: BM 106-130 1959 5869
 EW0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0803+STABILITY: SURFACE MOTION
 EW0803
 EW0803  HISTORY     - Date     Condition        Report By
 EW0803  HISTORY     - 1959     MONUMENTED       CA-037
 EW0803  HISTORY     - 1961     GOOD             NGS
 EW0803
 EW0803                          STATION DESCRIPTION
 EW0803
 EW0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0803'9.9 MI NE FROM LANCASTER.
 EW0803'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EW0803'AVENUE I AT LANCASTER, THENCE 5.9 MILES EAST ALONG AVENUE E,
 EW0803'AT THE JUNCTION OF 50TH STREET EAST, 26 FEET NORTH OF THE CENTER
 EW0803'LINE OF THE AVENUE, 47 FEET WEST OF THE CENTER LINE OF THE
 EW0803'STREET, 16 1/2 FEET WEST OF TELEPHONE POLE KY 855 WITH TWO
 EW0803'GUY WIRES, 18 FEET WEST OF A FENCE CORNER, 1.2 FEET SOUTH OF A
 EW0803'FENCE, 1.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW0803'AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 EW0803'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0804 ***********************************************************************
 EW0804  DESIGNATION -  106 132 LA CO
 EW0804  PID         -  EW0804
 EW0804  STATE/COUNTY-  CA/LOS ANGELES
 EW0804  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0804
 EW0804                         *CURRENT SURVEY CONTROL
 EW0804  ___________________________________________________________________
 EW0804* NAD 83(1986)-  34 45 48.     (N)    118 03 31.     (W)     SCALED    
 EW0804* NAVD 88     -       707.31   (+/-2cm)    2320.6    (feet)  VERTCON   
 EW0804  ___________________________________________________________________
 EW0804  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EW0804  VERT ORDER  -  THIRD (See Below)
 EW0804
 EW0804.The horizontal coordinates were scaled from a topographic map and have
 EW0804.an estimated accuracy of +/- 6 seconds.
 EW0804
 EW0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0804.The vertical order pertains to the NGVD 29 superseded value.
 EW0804
 EW0804.The geoid height was determined by GEOID03.
 EW0804
 EW0804;                    North         East    Units  Estimated Accuracy
 EW0804;SPC CA 5     -   640,140.    1,994,640.      MT  (+/- 180 meters Scaled)
 EW0804
 EW0804                          SUPERSEDED SURVEY CONTROL
 EW0804
 EW0804  NGVD 29 (??/??/??)  706.47   (m)         2317.8    (f) RESET       3  
 EW0804
 EW0804.Superseded values are not recommended for survey control.
 EW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0804.See file dsdata.txt to determine how the superseded data were derived.
 EW0804
 EW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU031473(NAD 83)
 EW0804_MARKER: DD = SURVEY DISK
 EW0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0804_STAMPING: BM 106-132 1959 5869
 EW0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0804+STABILITY: SURFACE MOTION
 EW0804
 EW0804  HISTORY     - Date     Condition        Report By
 EW0804  HISTORY     - 1959     MONUMENTED       CA-037
 EW0804  HISTORY     - 1961     GOOD             NGS
 EW0804
 EW0804                          STATION DESCRIPTION
 EW0804
 EW0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0804'8.9 MI NE FROM LANCASTER.
 EW0804'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EW0804'AVENUE I AT LANCASTER, THENCE 4.9 MILES EAST ALONG AVENUE E,
 EW0804'26 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 28 FEET WEST
 EW0804'OF A FENCE CORNER, 2.0 FEET SOUTH OF POWER LINE POLE 1273709E,
 EW0804'1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE,
 EW0804'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW0804'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0805 ***********************************************************************
 EW0805  DESIGNATION -  106 134 LA CO
 EW0805  PID         -  EW0805
 EW0805  STATE/COUNTY-  CA/LOS ANGELES
 EW0805  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0805
 EW0805                         *CURRENT SURVEY CONTROL
 EW0805  ___________________________________________________________________
 EW0805* NAD 83(1986)-  34 45 47.     (N)    118 04 37.     (W)     SCALED    
 EW0805* NAVD 88     -       705.84   (+/-2cm)    2315.7    (feet)  VERTCON   
 EW0805  ___________________________________________________________________
 EW0805  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EW0805  VERT ORDER  -  THIRD (See Below)
 EW0805
 EW0805.The horizontal coordinates were scaled from a topographic map and have
 EW0805.an estimated accuracy of +/- 6 seconds.
 EW0805
 EW0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0805.The vertical order pertains to the NGVD 29 superseded value.
 EW0805
 EW0805.The geoid height was determined by GEOID03.
 EW0805
 EW0805;                    North         East    Units  Estimated Accuracy
 EW0805;SPC CA 5     -   640,110.    1,992,960.      MT  (+/- 180 meters Scaled)
 EW0805
 EW0805                          SUPERSEDED SURVEY CONTROL
 EW0805
 EW0805  NGVD 29 (??/??/??)  704.99   (m)         2313.0    (f) RESET       3  
 EW0805
 EW0805.Superseded values are not recommended for survey control.
 EW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0805.See file dsdata.txt to determine how the superseded data were derived.
 EW0805
 EW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU014472(NAD 83)
 EW0805_MARKER: DD = SURVEY DISK
 EW0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0805_STAMPING: BM 106-134 1959 5869
 EW0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0805+STABILITY: SURFACE MOTION
 EW0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW0805+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2006
 EW0805
 EW0805  HISTORY     - Date     Condition        Report By
 EW0805  HISTORY     - 1959     MONUMENTED       CA-037
 EW0805  HISTORY     - 1961     GOOD             NGS
 EW0805  HISTORY     - 20061012 GOOD             GEOCAC
 EW0805
 EW0805                          STATION DESCRIPTION
 EW0805
 EW0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0805'7.9 MI NE FROM LANCASTER.
 EW0805'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EW0805'AVENUE I AT LANCASTER, THENCE 3.9 MILES EAST ALONG AVENUE E,
 EW0805'AT THE JUNCTION OF 30TH STREET EAST, 41 FEET SOUTHEAST OF THE
 EW0805'CENTER OF THE JUNCTION, 21 1/2 FEET SOUTH OF THE CENTER LINE
 EW0805'OF THE AVENUE, 32 FEET EAST OF THE CENTER LINE OF THE STREET,
 EW0805'2.6 FEET SOUTH OF POWER LINE POLE 127063E, 1.8 FEET NORTH OF
 EW0805'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE
 EW0805'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW0805
 EW0805                          STATION RECOVERY (2006)
 EW0805
 EW0805'RECOVERY NOTE BY GEOCACHING 2006 (JBC)
 EW0805'TWO CORRECTIONS TO THE 1961 RECOVERY.  THE OLD ROUTE OF US HIGHWAY 6
 EW0805'(DECOMMISSIONED SOUTH OF BISHOP AND RE-NAMED CA ROUTE 14) IS NOW
 EW0805'CALLED SIERRA HIGHWAY.  THE POWER-LINE POLES ALONG 'E' STREET WERE
 EW0805'REPLACED IN THE 1980S, SO THE MARK IS NOW ABOUT FIVE FEET SW OF POLE
 EW0805'2115822E. ALL ELSE HOLDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0806 ***********************************************************************
 EW0806  DESIGNATION -  106 135 LA CO
 EW0806  PID         -  EW0806
 EW0806  STATE/COUNTY-  CA/LOS ANGELES
 EW0806  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0806
 EW0806                         *CURRENT SURVEY CONTROL
 EW0806  ___________________________________________________________________
 EW0806* NAD 83(1986)-  34 45 46.     (N)    118 05 10.     (W)     SCALED    
 EW0806* NAVD 88     -       706.45   (+/-2cm)    2317.7    (feet)  VERTCON   
 EW0806  ___________________________________________________________________
 EW0806  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EW0806  VERT ORDER  -  THIRD (See Below)
 EW0806
 EW0806.The horizontal coordinates were scaled from a topographic map and have
 EW0806.an estimated accuracy of +/- 6 seconds.
 EW0806
 EW0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0806.The vertical order pertains to the NGVD 29 superseded value.
 EW0806
 EW0806.The geoid height was determined by GEOID03.
 EW0806
 EW0806;                    North         East    Units  Estimated Accuracy
 EW0806;SPC CA 5     -   640,080.    1,992,120.      MT  (+/- 180 meters Scaled)
 EW0806
 EW0806                          SUPERSEDED SURVEY CONTROL
 EW0806
 EW0806  NGVD 29 (??/??/??)  705.60   (m)         2315.0    (f) RESET       3  
 EW0806
 EW0806.Superseded values are not recommended for survey control.
 EW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0806.See file dsdata.txt to determine how the superseded data were derived.
 EW0806
 EW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU006472(NAD 83)
 EW0806_MARKER: DD = SURVEY DISK
 EW0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0806_STAMPING: BM 106-135 1959 5869
 EW0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0806+STABILITY: SURFACE MOTION
 EW0806
 EW0806  HISTORY     - Date     Condition        Report By
 EW0806  HISTORY     - 1959     MONUMENTED       CA-037
 EW0806  HISTORY     - 1961     GOOD             NGS
 EW0806
 EW0806                          STATION DESCRIPTION
 EW0806
 EW0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0806'7.4 MI NE FROM LANCASTER.
 EW0806'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EW0806'AVENUE I AT LANCASTER, THENCE 3.4 MILES EAST ALONG AVENUE E,
 EW0806'AT THE JUNCTION OF 25TH STREET EAST, 65 FEET SOUTH OF THE CENTER
 EW0806'LINE OF THE AVENUE, 17 FEET WEST OF THE CENTER LINE OF THE
 EW0806'STREET, 3.5 FEET WEST OF POWER LINE POLE 735754E, 2.0 FEET EAST
 EW0806'OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE AVENUE, AND
 EW0806'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 EW0806'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0807 ***********************************************************************
 EW0807  DESIGNATION -  106 137 LA CO
 EW0807  PID         -  EW0807
 EW0807  STATE/COUNTY-  CA/LOS ANGELES
 EW0807  USGS QUAD   -  ROSAMOND LAKE (1973)
 EW0807
 EW0807                         *CURRENT SURVEY CONTROL
 EW0807  ___________________________________________________________________
 EW0807* NAD 83(1986)-  34 45 46.     (N)    118 06 14.     (W)     SCALED    
 EW0807* NAVD 88     -       703.54   (+/-2cm)    2308.2    (feet)  VERTCON   
 EW0807  ___________________________________________________________________
 EW0807  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EW0807  VERT ORDER  -  THIRD (See Below)
 EW0807
 EW0807.The horizontal coordinates were scaled from a topographic map and have
 EW0807.an estimated accuracy of +/- 6 seconds.
 EW0807
 EW0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0807.The vertical order pertains to the NGVD 29 superseded value.
 EW0807
 EW0807.The geoid height was determined by GEOID03.
 EW0807
 EW0807;                    North         East    Units  Estimated Accuracy
 EW0807;SPC CA 5     -   640,080.    1,990,490.      MT  (+/- 180 meters Scaled)
 EW0807
 EW0807                          SUPERSEDED SURVEY CONTROL
 EW0807
 EW0807  NGVD 29 (??/??/??)  702.70   (m)         2305.4    (f) RESET       3  
 EW0807
 EW0807.Superseded values are not recommended for survey control.
 EW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0807.See file dsdata.txt to determine how the superseded data were derived.
 EW0807
 EW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU989472(NAD 83)
 EW0807_MARKER: DD = SURVEY DISK
 EW0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0807_STAMPING: BM 106-137 1959 5869
 EW0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0807+STABILITY: SURFACE MOTION
 EW0807
 EW0807  HISTORY     - Date     Condition        Report By
 EW0807  HISTORY     - 1959     MONUMENTED       CA-037
 EW0807  HISTORY     - 1961     GOOD             NGS
 EW0807
 EW0807                          STATION DESCRIPTION
 EW0807
 EW0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0807'6.4 MI N FROM LANCASTER.
 EW0807'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EW0807'AVENUE I AT LANCASTER, THENCE 2.4 MILES EAST ALONG AVENUE E,
 EW0807'0.2 MILE EAST OF A HOUSE, 35 FEET SOUTH OF THE CENTER LINE OF
 EW0807'THE AVENUE, 2.7 FEET SOUTH OF POWER LINE POLE 1270606E, 2.0
 EW0807'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE,
 EW0807'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 EW0807'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0006 ***********************************************************************
 EW0006  DESIGNATION -  106 14 LA CO
 EW0006  PID         -  EW0006
 EW0006  STATE/COUNTY-  CA/LOS ANGELES
 EW0006  USGS QUAD   -  PALMDALE (1974)
 EW0006
 EW0006                         *CURRENT SURVEY CONTROL
 EW0006  ___________________________________________________________________
 EW0006* NAD 83(1986)-  34 32 15.     (N)    118 01 23.     (W)     SCALED    
 EW0006* NAVD 88     -       849.03   (+/-2cm)    2785.5    (feet)  VERTCON   
 EW0006  ___________________________________________________________________
 EW0006  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0006  VERT ORDER  -  THIRD (See Below)
 EW0006
 EW0006.The horizontal coordinates were scaled from a topographic map and have
 EW0006.an estimated accuracy of +/- 6 seconds.
 EW0006
 EW0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0006.The vertical order pertains to the NGVD 29 superseded value.
 EW0006
 EW0006.The geoid height was determined by GEOID03.
 EW0006
 EW0006;                    North         East    Units  Estimated Accuracy
 EW0006;SPC CA 5     -   615,080.    1,997,880.      MT  (+/- 180 meters Scaled)
 EW0006
 EW0006                          SUPERSEDED SURVEY CONTROL
 EW0006
 EW0006  NGVD 29 (??/??/??)  848.16   (m)         2782.7    (f) RESET       3  
 EW0006
 EW0006.Superseded values are not recommended for survey control.
 EW0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0006.See file dsdata.txt to determine how the superseded data were derived.
 EW0006
 EW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU061222(NAD 83)
 EW0006_MARKER: Z = SEE DESCRIPTION
 EW0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0006_STAMPING: BM 106-14 1958 5869
 EW0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0006+STABILITY: SURFACE MOTION
 EW0006
 EW0006  HISTORY     - Date     Condition        Report By
 EW0006  HISTORY     - 1958     MONUMENTED       CA-037
 EW0006  HISTORY     - 1968     GOOD             NGS
 EW0006
 EW0006                          STATION DESCRIPTION
 EW0006
 EW0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0006'1.7 MI SE FROM PEARLAND.
 EW0006'PEARBLOSSOM HWY (STATE HWY 138) ABOUT 520 FT SE OF 58TH ST E,
 EW0006'42.8 FT SW OF THE CENTER LINE OF PEARBLOSSOM HWY, 4.2 FT NW OF
 EW0006'POWER POLE NO. 907746E.  SET IN THE TOP OF A 12 IN CONCRETE
 EW0006'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5048 ***********************************************************************
 EW5048  DESIGNATION -  106 14 V CO
 EW5048  PID         -  EW5048
 EW5048  STATE/COUNTY-  CA/VENTURA
 EW5048  USGS QUAD   -  LION CANYON (1991)
 EW5048
 EW5048                         *CURRENT SURVEY CONTROL
 EW5048  ___________________________________________________________________
 EW5048* NAD 83(1986)-  34 31 52.     (N)    119 14 52.     (W)     SCALED    
 EW5048* NAVD 88     -      1028.344  (meters)    3373.83   (feet)  ADJUSTED  
 EW5048  ___________________________________________________________________
 EW5048  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EW5048  DYNAMIC HT  -        1027.147 (meters)    3369.90  (feet)  COMP
 EW5048  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 EW5048
 EW5048  VERT ORDER  -  FIRST     CLASS I
 EW5048
 EW5048.The horizontal coordinates were scaled from a topographic map and have
 EW5048.an estimated accuracy of +/- 6 seconds.
 EW5048
 EW5048.The orthometric height was determined by differential leveling
 EW5048.and adjusted in June 1991.
 EW5048.WARNING-Repeat measurements at this control monument indicate possible
 EW5048.vertical movement.
 EW5048
 EW5048.The geoid height was determined by GEOID03.
 EW5048
 EW5048.The dynamic height is computed by dividing the NAVD 88
 EW5048.geopotential number by the normal gravity value computed on the
 EW5048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5048.degrees latitude (g = 980.6199 gals.).
 EW5048
 EW5048.The modeled gravity was interpolated from observed gravity values.
 EW5048
 EW5048;                    North         East    Units  Estimated Accuracy
 EW5048;SPC CA 5     -   615,090.    1,885,460.      MT  (+/- 180 meters Scaled)
 EW5048
 EW5048                          SUPERSEDED SURVEY CONTROL
 EW5048
 EW5048  NGVD 29 (??/??/92) 1027.529  (m)         3371.15   (f) ADJ UNCH    1 1
 EW5048
 EW5048.Superseded values are not recommended for survey control.
 EW5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5048.See file dsdata.txt to determine how the superseded data were derived.
 EW5048
 EW5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU937233(NAD 83)
 EW5048_MARKER: DB = BENCH MARK DISK
 EW5048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5048_SP_SET: CONCRETE POST
 EW5048_STAMPING: 106-14 1974
 EW5048
 EW5048  HISTORY     - Date     Condition        Report By
 EW5048  HISTORY     - UNK      MONUMENTED
 EW5048  HISTORY     - 1977     GOOD             NGS
 EW5048  HISTORY     - 1983     GOOD             USGS
 EW5048  HISTORY     - 19880425 MARK NOT FOUND   USPSQD
 EW5048
 EW5048                          STATION DESCRIPTION
 EW5048
 EW5048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5048'15.1 MI NORTH FROM OJAI.
 EW5048'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5048'OJAI, THENCE 14.2 MILES NORTH ALONG STATE HIGHWAY 33, AT TWO HIGH
 EW5048'BANKS, 19.0 FT. SOUTHWEST OF MILE POST 25.26, 32.0 FT. NORTHWEST OF
 EW5048'THE CENTER LINE OF THE HIGHWAY.
 EW5048
 EW5048                          STATION RECOVERY (1983)
 EW5048
 EW5048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5048'RECOVERED IN GOOD CONDITION.
 EW5048
 EW5048                          STATION RECOVERY (1988)
 EW5048
 EW5048'RECOVERY NOTE BY US POWER SQUADRON 1988 (JS)
 EW5048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0858 ***********************************************************************
 EW0858  DESIGNATION -  106 141 LA CO
 EW0858  PID         -  EW0858
 EW0858  STATE/COUNTY-  CA/LOS ANGELES
 EW0858  USGS QUAD   -  ROSAMOND (1973)
 EW0858
 EW0858                         *CURRENT SURVEY CONTROL
 EW0858  ___________________________________________________________________
 EW0858* NAD 83(1986)-  34 45 47.     (N)    118 08 24.     (W)     SCALED    
 EW0858* NAVD 88     -       701.37   (+/-2cm)    2301.1    (feet)  VERTCON   
 EW0858  ___________________________________________________________________
 EW0858  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EW0858  VERT ORDER  -  THIRD (See Below)
 EW0858
 EW0858.The horizontal coordinates were scaled from a topographic map and have
 EW0858.an estimated accuracy of +/- 6 seconds.
 EW0858
 EW0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0858.The vertical order pertains to the NGVD 29 superseded value.
 EW0858
 EW0858.The geoid height was determined by GEOID03.
 EW0858
 EW0858;                    North         East    Units  Estimated Accuracy
 EW0858;SPC CA 5     -   640,110.    1,987,180.      MT  (+/- 180 meters Scaled)
 EW0858
 EW0858                          SUPERSEDED SURVEY CONTROL
 EW0858
 EW0858  NGVD 29 (??/??/??)  700.53   (m)         2298.3    (f) RESET       3  
 EW0858
 EW0858.Superseded values are not recommended for survey control.
 EW0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0858.See file dsdata.txt to determine how the superseded data were derived.
 EW0858
 EW0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU956473(NAD 83)
 EW0858_MARKER: DD = SURVEY DISK
 EW0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0858_STAMPING: BM 106-141 1959 5869
 EW0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0858+STABILITY: SURFACE MOTION
 EW0858
 EW0858  HISTORY     - Date     Condition        Report By
 EW0858  HISTORY     - 1959     MONUMENTED       CA-037
 EW0858  HISTORY     - 1961     GOOD             NGS
 EW0858
 EW0858                          STATION DESCRIPTION
 EW0858
 EW0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0858'4.4 MI N FROM LANCASTER.
 EW0858'4.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 EW0858'AVENUE I AT LANCASTER, THENCE 0.4 MILE EAST ALONG AVENUE E, 2
 EW0858'POWER LINE POLES WEST OF A DOUBLE 24-INCH CORRUGATED METAL
 EW0858'PIPE CULVERT, 36 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 EW0858'1 1/2 FEET SOUTH OF POWER LINE POLE 1270563E, 3.2 FEET NORTH
 EW0858'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND
 EW0858'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EW0858'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2564 ***********************************************************************
 EV2564  DESIGNATION -  106 144
 EV2564  PID         -  EV2564
 EV2564  STATE/COUNTY-  CA/LOS ANGELES
 EV2564  USGS QUAD   -  MESCAL CREEK (1995)
 EV2564
 EV2564                         *CURRENT SURVEY CONTROL
 EV2564  ___________________________________________________________________
 EV2564* NAD 83(1986)-  34 29 54.     (N)    117 41 22.     (W)     SCALED    
 EV2564* NAVD 88     -      1037.038  (meters)    3402.35   (feet)  READJUSTED
 EV2564  ___________________________________________________________________
 EV2564  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2564  DYNAMIC HT  -        1035.760 (meters)    3398.16  (feet)  COMP
 EV2564  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 EV2564
 EV2564  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2564
 EV2564.The horizontal coordinates were scaled from a topographic map and have
 EV2564.an estimated accuracy of +/- 6 seconds.
 EV2564
 EV2564.The orthometric height was determined by differential leveling
 EV2564.and adjusted in February 1993.
 EV2564.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2564.distribution rate of 0.0 thru 1.0 mm/km.
 EV2564.The height was derived from older observations constrained to new
 EV2564.heights in a crustal motion area.  The height is approximate in
 EV2564.relation to other heights in its vicinity.
 EV2564
 EV2564.The geoid height was determined by GEOID03.
 EV2564
 EV2564.The dynamic height is computed by dividing the NAVD 88
 EV2564.geopotential number by the normal gravity value computed on the
 EV2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2564.degrees latitude (g = 980.6199 gals.).
 EV2564
 EV2564.The modeled gravity was interpolated from observed gravity values.
 EV2564
 EV2564;                    North         East    Units  Estimated Accuracy
 EV2564;SPC CA 5     -   610,780.    2,028,520.      MT  (+/- 180 meters Scaled)
 EV2564
 EV2564                          SUPERSEDED SURVEY CONTROL
 EV2564
 EV2564  NGVD 29 (??/??/92) 1036.109  (m)         3399.30   (f) ADJ UNCH    1 1
 EV2564
 EV2564.Superseded values are not recommended for survey control.
 EV2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2564.See file dsdata.txt to determine how the superseded data were derived.
 EV2564
 EV2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU367176(NAD 83)
 EV2564_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2564_STAMPING: BM 106-144 1968 5869
 EV2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2564+STABILITY: SURFACE MOTION
 EV2564
 EV2564  HISTORY     - Date     Condition        Report By
 EV2564  HISTORY     - 1968     MONUMENTED       CA-037
 EV2564  HISTORY     - 1968     GOOD             NGS
 EV2564  HISTORY     - 1977     GOOD             NGS
 EV2564
 EV2564                          STATION DESCRIPTION
 EV2564
 EV2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2564'7.2 MI E FROM LLANO.
 EV2564'PEARBLOSSOM HWY, ABOUT 2.9 MI E OF THE JUNCTION OF ANTELOPE HWY,
 EV2564'38.5 FT S OF THE APPROXIMATE CENTER LINE OF PEARBLOSSOM HWY.
 EV2564'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 IN ABOVE THE
 EV2564'GROUND.  A 2 IN DIAMETER MARKER PIPE IS 2.5 FT TO THE N.
 EV2564
 EV2564                          STATION RECOVERY (1977)
 EV2564
 EV2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2564'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2567 ***********************************************************************
 EV2567  DESIGNATION -  106 147
 EV2567  PID         -  EV2567
 EV2567  STATE/COUNTY-  CA/LOS ANGELES
 EV2567  USGS QUAD   -  MESCAL CREEK (1995)
 EV2567
 EV2567                         *CURRENT SURVEY CONTROL
 EV2567  ___________________________________________________________________
 EV2567* NAD 83(1986)-  34 29 54.     (N)    117 40 08.     (W)     SCALED    
 EV2567* NAVD 88     -      1037.058  (meters)    3402.41   (feet)  READJUSTED
 EV2567  ___________________________________________________________________
 EV2567  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2567  DYNAMIC HT  -        1035.780 (meters)    3398.22  (feet)  COMP
 EV2567  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 EV2567
 EV2567  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2567
 EV2567.The horizontal coordinates were scaled from a topographic map and have
 EV2567.an estimated accuracy of +/- 6 seconds.
 EV2567
 EV2567.The orthometric height was determined by differential leveling
 EV2567.and adjusted in February 1993.
 EV2567.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2567.distribution rate of 0.0 thru 1.0 mm/km.
 EV2567.The height was derived from older observations constrained to new
 EV2567.heights in a crustal motion area.  The height is approximate in
 EV2567.relation to other heights in its vicinity.
 EV2567
 EV2567.The geoid height was determined by GEOID03.
 EV2567
 EV2567.The dynamic height is computed by dividing the NAVD 88
 EV2567.geopotential number by the normal gravity value computed on the
 EV2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2567.degrees latitude (g = 980.6199 gals.).
 EV2567
 EV2567.The modeled gravity was interpolated from observed gravity values.
 EV2567
 EV2567;                    North         East    Units  Estimated Accuracy
 EV2567;SPC CA 5     -   610,790.    2,030,410.      MT  (+/- 180 meters Scaled)
 EV2567
 EV2567                          SUPERSEDED SURVEY CONTROL
 EV2567
 EV2567  NGVD 29 (??/??/92) 1036.132  (m)         3399.38   (f) ADJ UNCH    1 1
 EV2567
 EV2567.Superseded values are not recommended for survey control.
 EV2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2567.See file dsdata.txt to determine how the superseded data were derived.
 EV2567
 EV2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU385176(NAD 83)
 EV2567_MARKER: DD = SURVEY DISK
 EV2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2567_STAMPING: BM 106-147 1968 5869
 EV2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2567+STABILITY: SURFACE MOTION
 EV2567
 EV2567  HISTORY     - Date     Condition        Report By
 EV2567  HISTORY     - 1968     MONUMENTED       CA-037
 EV2567  HISTORY     - 1977     GOOD             NGS
 EV2567
 EV2567                          STATION DESCRIPTION
 EV2567
 EV2567'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EV2567'8.2 MI E FROM LLANO.
 EV2567'PEARBLOSSOM HWY AT JUNCTION WITH A FRONTAGE RD, ABOUT 4.0 MI
 EV2567'EASTERLY OF THE JUNCTION OF ANTELOPE HWY, 0.5 MI W OF SOUTHERN
 EV2567'PACIFIC CO RR OVERCROSSING, 155.0 FT SE OF THE APPROXIMATE
 EV2567'CENTERLINE INTERSECTION, 45.4 FT S OF THE CENTERLINE OF THE
 EV2567'FRONTAGE RD.  SET IN THE TOP OF A CONCRETE POST PROJECTION ABOUT
 EV2567'2 IN ABOVE THE GROUND.  A 2 IN DIAMETER MARKER PIPE IS 2.0 FT TO
 EV2567'THE N.
 EV2567
 EV2567                          STATION RECOVERY (1977)
 EV2567
 EV2567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2567'ADD-PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0005 ***********************************************************************
 EW0005  DESIGNATION -  106 15 LA CO
 EW0005  PID         -  EW0005
 EW0005  STATE/COUNTY-  CA/LOS ANGELES
 EW0005  USGS QUAD   -  PALMDALE (1974)
 EW0005
 EW0005                         *CURRENT SURVEY CONTROL
 EW0005  ___________________________________________________________________
 EW0005* NAD 83(1986)-  34 31 59.     (N)    118 01 00.     (W)     SCALED    
 EW0005* NAVD 88     -       858.11   (+/-2cm)    2815.3    (feet)  VERTCON   
 EW0005  ___________________________________________________________________
 EW0005  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0005  VERT ORDER  -  THIRD (See Below)
 EW0005
 EW0005.The horizontal coordinates were scaled from a topographic map and have
 EW0005.an estimated accuracy of +/- 6 seconds.
 EW0005
 EW0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0005.The vertical order pertains to the NGVD 29 superseded value.
 EW0005
 EW0005.The geoid height was determined by GEOID03.
 EW0005
 EW0005;                    North         East    Units  Estimated Accuracy
 EW0005;SPC CA 5     -   614,590.    1,998,470.      MT  (+/- 180 meters Scaled)
 EW0005
 EW0005                          SUPERSEDED SURVEY CONTROL
 EW0005
 EW0005  NGVD 29 (??/??/??)  857.23   (m)         2812.4    (f) RESET       3  
 EW0005
 EW0005.Superseded values are not recommended for survey control.
 EW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0005.See file dsdata.txt to determine how the superseded data were derived.
 EW0005
 EW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU067217(NAD 83)
 EW0005_MARKER: DD = SURVEY DISK
 EW0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0005_STAMPING: LA CO RD DEPT BM 1957
 EW0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0005+STABILITY: SURFACE MOTION
 EW0005
 EW0005  HISTORY     - Date     Condition        Report By
 EW0005  HISTORY     - 1957     MONUMENTED       CA-037
 EW0005  HISTORY     - 1968     GOOD             NGS
 EW0005
 EW0005                          STATION DESCRIPTION
 EW0005
 EW0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0005'2 MI WNW FROM LITTLE ROCK.
 EW0005'PEARBLOSSOM HWY (STATE HWY 138) 1.0 MI SE OF AVE T, ABOUT 335
 EW0005'FT NW OF THE WESTERLY SIDE OF BUILDING NO. 6330 (CORRUGATED
 EW0005'METAL BUILDING OCCUPIED BY VALLEY WELDING), 44.0 FT NE OF THE
 EW0005'CENTERLINE OF PEARBLOSSOM HWY, 7.5 FT SE OF TELEPHONE POLE NO.
 EW0005'647301H.  SET IN CONCRETE ABOUT 6 IN BELOW THE GROUND SURFACE
 EW0005'AND PROTECTED BY A CAST IRON COVER MARKED LA CO RD. DEPT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5047 ***********************************************************************
 EW5047  DESIGNATION -  106 15 V CO
 EW5047  PID         -  EW5047
 EW5047  STATE/COUNTY-  CA/VENTURA
 EW5047  USGS QUAD   -  LION CANYON (1991)
 EW5047
 EW5047                         *CURRENT SURVEY CONTROL
 EW5047  ___________________________________________________________________
 EW5047* NAD 83(1986)-  34 31 59.     (N)    119 14 35.     (W)     SCALED    
 EW5047* NAVD 88     -      1057.839  (meters)    3470.59   (feet)  ADJUSTED  
 EW5047  ___________________________________________________________________
 EW5047  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EW5047  DYNAMIC HT  -        1056.593 (meters)    3466.51  (feet)  COMP
 EW5047  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 EW5047
 EW5047  VERT ORDER  -  FIRST     CLASS I
 EW5047
 EW5047.The horizontal coordinates were scaled from a topographic map and have
 EW5047.an estimated accuracy of +/- 6 seconds.
 EW5047
 EW5047.The orthometric height was determined by differential leveling
 EW5047.and adjusted in June 1991.
 EW5047
 EW5047.The geoid height was determined by GEOID03.
 EW5047
 EW5047.The dynamic height is computed by dividing the NAVD 88
 EW5047.geopotential number by the normal gravity value computed on the
 EW5047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5047.degrees latitude (g = 980.6199 gals.).
 EW5047
 EW5047.The modeled gravity was interpolated from observed gravity values.
 EW5047
 EW5047;                    North         East    Units  Estimated Accuracy
 EW5047;SPC CA 5     -   615,300.    1,885,890.      MT  (+/- 180 meters Scaled)
 EW5047
 EW5047                          SUPERSEDED SURVEY CONTROL
 EW5047
 EW5047  NGVD 29 (??/??/92) 1057.000  (m)         3467.84   (f) ADJ UNCH    1 1
 EW5047
 EW5047.Superseded values are not recommended for survey control.
 EW5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5047.See file dsdata.txt to determine how the superseded data were derived.
 EW5047
 EW5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU941235(NAD 83)
 EW5047_MARKER: DB = BENCH MARK DISK
 EW5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5047_SP_SET: CONCRETE POST
 EW5047_STAMPING: 106-15 1974
 EW5047
 EW5047  HISTORY     - Date     Condition        Report By
 EW5047  HISTORY     - UNK      MONUMENTED
 EW5047  HISTORY     - 1977     GOOD             NGS
 EW5047  HISTORY     - 1983     GOOD             USGS
 EW5047
 EW5047                          STATION DESCRIPTION
 EW5047
 EW5047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5047'15.4 MI NORTH FROM OJAI.
 EW5047'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5047'OJAI, THENCE 14.5 MILES NORTH ALONG STATE HIGHWAY 33, 0.2 MILE
 EW5047'SOUTHWEST FROM THE JUNCTION OF A PAVED ROAD LEADING EAST TO ROSE
 EW5047'VALLEY, AT A SMALL DIRT TURN OFF, 21.0 FT. SOUTH OF THE CENTER LINE
 EW5047'OF THE HIGHWAY, 3.6 FT. SOUTHEAST OF MILE POST 25.59.
 EW5047
 EW5047                          STATION RECOVERY (1983)
 EW5047
 EW5047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0003 ***********************************************************************
 EW0003  DESIGNATION -  106 16 LA CO
 EW0003  PID         -  EW0003
 EW0003  STATE/COUNTY-  CA/LOS ANGELES
 EW0003  USGS QUAD   -  PALMDALE (1974)
 EW0003
 EW0003                         *CURRENT SURVEY CONTROL
 EW0003  ___________________________________________________________________
 EW0003* NAD 83(1986)-  34 31 40.     (N)    118 00 43.     (W)     SCALED    
 EW0003* NAVD 88     -       868.57   (+/-2cm)    2849.6    (feet)  VERTCON   
 EW0003  ___________________________________________________________________
 EW0003  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0003  VERT ORDER  -  THIRD (See Below)
 EW0003
 EW0003.The horizontal coordinates were scaled from a topographic map and have
 EW0003.an estimated accuracy of +/- 6 seconds.
 EW0003
 EW0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0003.The vertical order pertains to the NGVD 29 superseded value.
 EW0003
 EW0003.The geoid height was determined by GEOID03.
 EW0003
 EW0003;                    North         East    Units  Estimated Accuracy
 EW0003;SPC CA 5     -   614,010.    1,998,900.      MT  (+/- 180 meters Scaled)
 EW0003
 EW0003                          SUPERSEDED SURVEY CONTROL
 EW0003
 EW0003  NGVD 29 (??/??/??)  867.69   (m)         2846.7    (f) RESET       3  
 EW0003
 EW0003.Superseded values are not recommended for survey control.
 EW0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0003.See file dsdata.txt to determine how the superseded data were derived.
 EW0003
 EW0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU071211(NAD 83)
 EW0003_MARKER: Z = SEE DESCRIPTION
 EW0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0003_STAMPING: BM 106-16 1958 5869
 EW0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0003+STABILITY: SURFACE MOTION
 EW0003
 EW0003  HISTORY     - Date     Condition        Report By
 EW0003  HISTORY     - 1958     MONUMENTED       CA-037
 EW0003  HISTORY     - 1968     GOOD             NGS
 EW0003
 EW0003                          STATION DESCRIPTION
 EW0003
 EW0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0003'1.7 MI WNW FROM LITTLE ROCK.
 EW0003'PEARBLOSSOM HWY (STATE HWY 138) 1.3 MI W-NORTHWESTERLY OF 77TH
 EW0003'ST E, 45.2 FT NE OF THE CENTER LINE OF PEARBLOSSOM HWY, 5.3 FT
 EW0003'NW OF TELEPHONE POLE NO. 647290H.  SET IN THE TOP OF A 12 IN
 EW0003'CONCRETE POST PROJECTING ABOUT 5 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5045 ***********************************************************************
 EW5045  DESIGNATION -  106 16 V CO
 EW5045  PID         -  EW5045
 EW5045  STATE/COUNTY-  CA/VENTURA
 EW5045  USGS QUAD   -  LION CANYON (1991)
 EW5045
 EW5045                         *CURRENT SURVEY CONTROL
 EW5045  ___________________________________________________________________
 EW5045* NAD 83(1986)-  34 32 08.     (N)    119 14 03.     (W)     SCALED    
 EW5045* NAVD 88     -      1097.278  (meters)    3599.99   (feet)  ADJUSTED  
 EW5045  ___________________________________________________________________
 EW5045  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 EW5045  DYNAMIC HT  -        1095.971 (meters)    3595.70  (feet)  COMP
 EW5045  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 EW5045
 EW5045  VERT ORDER  -  FIRST     CLASS I
 EW5045
 EW5045.The horizontal coordinates were scaled from a topographic map and have
 EW5045.an estimated accuracy of +/- 6 seconds.
 EW5045
 EW5045.The orthometric height was determined by differential leveling
 EW5045.and adjusted in June 1991.
 EW5045
 EW5045.The geoid height was determined by GEOID03.
 EW5045
 EW5045.The dynamic height is computed by dividing the NAVD 88
 EW5045.geopotential number by the normal gravity value computed on the
 EW5045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5045.degrees latitude (g = 980.6199 gals.).
 EW5045
 EW5045.The modeled gravity was interpolated from observed gravity values.
 EW5045
 EW5045;                    North         East    Units  Estimated Accuracy
 EW5045;SPC CA 5     -   615,560.    1,886,710.      MT  (+/- 180 meters Scaled)
 EW5045
 EW5045                          SUPERSEDED SURVEY CONTROL
 EW5045
 EW5045  NGVD 29 (??/??/92) 1096.428  (m)         3597.20   (f) ADJ UNCH    1 1
 EW5045
 EW5045.Superseded values are not recommended for survey control.
 EW5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5045.See file dsdata.txt to determine how the superseded data were derived.
 EW5045
 EW5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU949238(NAD 83)
 EW5045_MARKER: DB = BENCH MARK DISK
 EW5045_SETTING: 66 = SET IN ROCK OUTCROP
 EW5045_SP_SET: ROCK OUTCROP
 EW5045_STAMPING: 106-16 1974
 EW5045
 EW5045  HISTORY     - Date     Condition        Report By
 EW5045  HISTORY     - UNK      MONUMENTED
 EW5045  HISTORY     - 1977     GOOD             NGS
 EW5045  HISTORY     - 1983     GOOD             USGS
 EW5045
 EW5045                          STATION DESCRIPTION
 EW5045
 EW5045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5045'16.0 MI NORTH FROM OJAI.
 EW5045'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5045'OJAI, THENCE 15.05 MILES NORTH ALONG STATE HIGHWAY 33, 0.25 MILE
 EW5045'NORTHEAST OF A PAVED ROAD LEADING EAST TO ROSE VALLEY AT THE FIRST
 EW5045'CUT IN A RIDGE NORTHEAST OF THE PAVED ROAD, 576 FT NORTHEAST OF MILE
 EW5045'POST 26.03, SET VERTIICALLY IN THE EAST FACE OF A ROCK OUTCROP, 15.0
 EW5045'FT. WEST OF THE CENTER LINE OF THE HIGHWAY.
 EW5045
 EW5045                          STATION RECOVERY (1983)
 EW5045
 EW5045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0001 ***********************************************************************
 EW0001  DESIGNATION -  106 17 A LA CO
 EW0001  PID         -  EW0001
 EW0001  STATE/COUNTY-  CA/LOS ANGELES
 EW0001  USGS QUAD   -  PALMDALE (1974)
 EW0001
 EW0001                         *CURRENT SURVEY CONTROL
 EW0001  ___________________________________________________________________
 EW0001* NAD 83(1986)-  34 31 18.     (N)    118 00 23.     (W)     SCALED    
 EW0001* NAVD 88     -       880.62   (+/-2cm)    2889.2    (feet)  VERTCON   
 EW0001  ___________________________________________________________________
 EW0001  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW0001  VERT ORDER  -  THIRD (See Below)
 EW0001
 EW0001.The horizontal coordinates were scaled from a topographic map and have
 EW0001.an estimated accuracy of +/- 6 seconds.
 EW0001
 EW0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0001.The vertical order pertains to the NGVD 29 superseded value.
 EW0001
 EW0001.The geoid height was determined by GEOID03.
 EW0001
 EW0001;                    North         East    Units  Estimated Accuracy
 EW0001;SPC CA 5     -   613,330.    1,999,410.      MT  (+/- 180 meters Scaled)
 EW0001
 EW0001                          SUPERSEDED SURVEY CONTROL
 EW0001
 EW0001  NGVD 29 (??/??/??)  879.74   (m)         2886.3    (f) RESET       3  
 EW0001
 EW0001.Superseded values are not recommended for survey control.
 EW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0001.See file dsdata.txt to determine how the superseded data were derived.
 EW0001
 EW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU076204(NAD 83)
 EW0001_MARKER: N = NAIL
 EW0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0001_SP_SET: BRIDGE
 EW0001_STAMPING: LA CO RD DEPT BM
 EW0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0001
 EW0001  HISTORY     - Date     Condition        Report By
 EW0001  HISTORY     - UNK      MONUMENTED       CA-037
 EW0001  HISTORY     - 1968     GOOD             NGS
 EW0001
 EW0001                          STATION DESCRIPTION
 EW0001
 EW0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0001'IN LITTLE ROCK.
 EW0001'PEARBLOSSOM HWY (STATE HWY 138) AND LITTLE ROCK CREEK BRIDGE NO.
 EW0001'53-303.  SET IN THE TOP OF CONCRETE WING WALL IN NW CORNER OF
 EW0001'BRIDGE 0.7 FOOT N OF THE S END AND 1.0 FOOT E OF THE W END OF
 EW0001'THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0002 ***********************************************************************
 EW0002  DESIGNATION -  106 17 LA CO
 EW0002  PID         -  EW0002
 EW0002  STATE/COUNTY-  CA/LOS ANGELES
 EW0002  USGS QUAD   -  PALMDALE (1974)
 EW0002
 EW0002                         *CURRENT SURVEY CONTROL
 EW0002  ___________________________________________________________________
 EW0002* NAD 83(1986)-  34 31 27.     (N)    118 00 35.     (W)     SCALED    
 EW0002* NAVD 88     -       872.97   (+/-2cm)    2864.1    (feet)  VERTCON   
 EW0002  ___________________________________________________________________
 EW0002  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EW0002  VERT ORDER  -  THIRD (See Below)
 EW0002
 EW0002.The horizontal coordinates were scaled from a topographic map and have
 EW0002.an estimated accuracy of +/- 6 seconds.
 EW0002
 EW0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0002.The vertical order pertains to the NGVD 29 superseded value.
 EW0002
 EW0002.The geoid height was determined by GEOID03.
 EW0002
 EW0002;                    North         East    Units  Estimated Accuracy
 EW0002;SPC CA 5     -   613,610.    1,999,110.      MT  (+/- 180 meters Scaled)
 EW0002
 EW0002                          SUPERSEDED SURVEY CONTROL
 EW0002
 EW0002  NGVD 29 (??/??/??)  872.09   (m)         2861.2    (f) RESET       3  
 EW0002
 EW0002.Superseded values are not recommended for survey control.
 EW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0002.See file dsdata.txt to determine how the superseded data were derived.
 EW0002
 EW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU073207(NAD 83)
 EW0002_MARKER: DD = SURVEY DISK
 EW0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0002_SP_SET: CAST IRON COVER
 EW0002_STAMPING: LA CO RD DEPT BM 1957
 EW0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0002
 EW0002  HISTORY     - Date     Condition        Report By
 EW0002  HISTORY     - 1957     MONUMENTED       CA-037
 EW0002  HISTORY     - 1968     GOOD             NGS
 EW0002
 EW0002                          STATION DESCRIPTION
 EW0002
 EW0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0002'0.9 MI W FROM LITTLE ROCK.
 EW0002'PEARBLOSSOM HWY (STATE HWY 138) 0.25 MI WESTERLY OF LITTLE ROCK
 EW0002'CREEK, 46.0 FT NORTHEASTERLY OF THE CENTER LINE OF PEARBLOSSOM
 EW0002'HWY 6.2 FT SOUTHEASTERLY OF TELEPHONE POLE NO. 647299H.  SET IN
 EW0002'CONCRETE ABOUT 11 IN BELOW THE GROUND SURFACE AND PROTECTED BY
 EW0002'A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5038 ***********************************************************************
 EW5038  DESIGNATION -  106 17 V CO
 EW5038  PID         -  EW5038
 EW5038  STATE/COUNTY-  CA/VENTURA
 EW5038  USGS QUAD   -  LION CANYON (1991)
 EW5038
 EW5038                         *CURRENT SURVEY CONTROL
 EW5038  ___________________________________________________________________
 EW5038* NAD 83(1986)-  34 32 56.     (N)    119 14 15.     (W)     SCALED    
 EW5038* NAVD 88     -      1087.795  (meters)    3568.87   (feet)  ADJUSTED  
 EW5038  ___________________________________________________________________
 EW5038  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 EW5038  DYNAMIC HT  -        1086.490 (meters)    3564.59  (feet)  COMP
 EW5038  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 EW5038
 EW5038  VERT ORDER  -  FIRST     CLASS I
 EW5038
 EW5038.The horizontal coordinates were scaled from a topographic map and have
 EW5038.an estimated accuracy of +/- 6 seconds.
 EW5038
 EW5038.The orthometric height was determined by differential leveling
 EW5038.and adjusted in June 1991.
 EW5038.WARNING-Repeat measurements at this control monument indicate possible
 EW5038.vertical movement.
 EW5038
 EW5038.The geoid height was determined by GEOID03.
 EW5038
 EW5038.The dynamic height is computed by dividing the NAVD 88
 EW5038.geopotential number by the normal gravity value computed on the
 EW5038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5038.degrees latitude (g = 980.6199 gals.).
 EW5038
 EW5038.The modeled gravity was interpolated from observed gravity values.
 EW5038
 EW5038;                    North         East    Units  Estimated Accuracy
 EW5038;SPC CA 5     -   617,050.    1,886,430.      MT  (+/- 180 meters Scaled)
 EW5038
 EW5038                          SUPERSEDED SURVEY CONTROL
 EW5038
 EW5038  NGVD 29 (??/??/92) 1086.934  (m)         3566.05   (f) ADJ UNCH    1 1
 EW5038
 EW5038.Superseded values are not recommended for survey control.
 EW5038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5038.See file dsdata.txt to determine how the superseded data were derived.
 EW5038
 EW5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU946252(NAD 83)
 EW5038_MARKER: DB = BENCH MARK DISK
 EW5038_SETTING: 80 = SET IN A BOULDER
 EW5038_SP_SET: BOULDER
 EW5038_STAMPING: 106-17 1974
 EW5038
 EW5038  HISTORY     - Date     Condition        Report By
 EW5038  HISTORY     - UNK      MONUMENTED
 EW5038  HISTORY     - 1977     GOOD             NGS
 EW5038  HISTORY     - 1983     GOOD             USGS
 EW5038
 EW5038                          STATION DESCRIPTION
 EW5038
 EW5038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5038'17.2 MI NORTH FROM OJAI.
 EW5038'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5038'OJAI, THENCE 16.25 MILES NORTH ALONG STATE HIGHWAY 33, AT A CUT IN A
 EW5038'RIDGE, 232 FT. NORTHWEST OF MILE POST 27.43, 20.0 FT. SOUTHWEST
 EW5038'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 3 BY 5-FT. BOULDER.
 EW5038
 EW5038                          STATION RECOVERY (1983)
 EW5038
 EW5038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5035 ***********************************************************************
 EW5035  DESIGNATION -  106 18 V CO
 EW5035  PID         -  EW5035
 EW5035  STATE/COUNTY-  CA/VENTURA
 EW5035  USGS QUAD   -  LION CANYON (1991)
 EW5035
 EW5035                         *CURRENT SURVEY CONTROL
 EW5035  ___________________________________________________________________
 EW5035* NAD 83(1986)-  34 33 23.     (N)    119 14 48.     (W)     SCALED    
 EW5035* NAVD 88     -      1048.749  (meters)    3440.77   (feet)  READJUSTED
 EW5035  ___________________________________________________________________
 EW5035  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EW5035  DYNAMIC HT  -        1047.510 (meters)    3436.71  (feet)  COMP
 EW5035  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 EW5035
 EW5035  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5035
 EW5035.The horizontal coordinates were scaled from a topographic map and have
 EW5035.an estimated accuracy of +/- 6 seconds.
 EW5035
 EW5035.The orthometric height was determined by differential leveling
 EW5035.and adjusted in February 1993.
 EW5035.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5035.distribution rate of 0.0 thru 1.0 mm/km.
 EW5035.The height was derived from older observations constrained to new
 EW5035.heights in a crustal motion area.  The height is approximate in
 EW5035.relation to other heights in its vicinity.
 EW5035
 EW5035.The geoid height was determined by GEOID03.
 EW5035
 EW5035.The dynamic height is computed by dividing the NAVD 88
 EW5035.geopotential number by the normal gravity value computed on the
 EW5035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5035.degrees latitude (g = 980.6199 gals.).
 EW5035
 EW5035.The modeled gravity was interpolated from observed gravity values.
 EW5035
 EW5035;                    North         East    Units  Estimated Accuracy
 EW5035;SPC CA 5     -   617,890.    1,885,590.      MT  (+/- 180 meters Scaled)
 EW5035
 EW5035                          SUPERSEDED SURVEY CONTROL
 EW5035
 EW5035  NGVD 29 (??/??/92) 1047.903  (m)         3438.00   (f) ADJ UNCH    1 1
 EW5035
 EW5035.Superseded values are not recommended for survey control.
 EW5035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5035.See file dsdata.txt to determine how the superseded data were derived.
 EW5035
 EW5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU938261(NAD 83)
 EW5035_MARKER: DB = BENCH MARK DISK
 EW5035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5035_SP_SET: HEAD WALL
 EW5035_STAMPING: 106-18 1974
 EW5035
 EW5035  HISTORY     - Date     Condition        Report By
 EW5035  HISTORY     - UNK      MONUMENTED
 EW5035  HISTORY     - 1977     GOOD             NGS
 EW5035
 EW5035                          STATION DESCRIPTION
 EW5035
 EW5035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5035'18.1 MI SW FROM OJAI.
 EW5035'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5035'OJAI, THENCE 17.15 MILES NORTH ALONG STATE HIGHWAY 33, AT A SMALL WASH
 EW5035'AT CULVERT 28.17, IN THE CENTER OF THE SOUTH HEAD WALL, 19.0 FT. SOUTH
 EW5035'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2134 ***********************************************************************
 EV2134  DESIGNATION -  106 19
 EV2134  PID         -  EV2134
 EV2134  STATE/COUNTY-  CA/LOS ANGELES
 EV2134  USGS QUAD   -  LITTLEROCK (1992)
 EV2134
 EV2134                         *CURRENT SURVEY CONTROL
 EV2134  ___________________________________________________________________
 EV2134* NAD 83(1986)-  34 31 16.     (N)    117 59 00.     (W)     SCALED    
 EV2134* NAVD 88     -       880.81   (+/-2cm)    2889.8    (feet)  VERTCON   
 EV2134  ___________________________________________________________________
 EV2134  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EV2134  VERT ORDER  -  THIRD (See Below)
 EV2134
 EV2134.The horizontal coordinates were scaled from a topographic map and have
 EV2134.an estimated accuracy of +/- 6 seconds.
 EV2134
 EV2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2134.The vertical order pertains to the NGVD 29 superseded value.
 EV2134
 EV2134.The geoid height was determined by GEOID03.
 EV2134
 EV2134;                    North         East    Units  Estimated Accuracy
 EV2134;SPC CA 5     -   613,270.    2,001,530.      MT  (+/- 180 meters Scaled)
 EV2134
 EV2134                          SUPERSEDED SURVEY CONTROL
 EV2134
 EV2134  NGVD 29 (??/??/??)  879.92   (m)         2886.9    (f) RESET       3  
 EV2134
 EV2134.Superseded values are not recommended for survey control.
 EV2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2134.See file dsdata.txt to determine how the superseded data were derived.
 EV2134
 EV2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU097203(NAD 83)
 EV2134_MARKER: DD = SURVEY DISK
 EV2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2134_STAMPING: BM 106-19 1958 5869
 EV2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2134+STABILITY: SURFACE MOTION
 EV2134
 EV2134  HISTORY     - Date     Condition        Report By
 EV2134  HISTORY     - 1958     MONUMENTED       CA-037
 EV2134  HISTORY     - 1968     GOOD             NGS
 EV2134
 EV2134                          STATION DESCRIPTION
 EV2134
 EV2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2134'IN LITTLE ROCK.
 EV2134'PEARBLOSSOM HWY (STATE HWY 138) AND 82ND ST E, IN THE NE CORNER
 EV2134'OF THE INTERSECTION, 58.3 FEET N OF THE N END OF THE CURB
 EV2134'RETURN, 1.6 FT E OF THE E CURB.  SET IN THE TOP OF A 12 IN
 EV2134'CONCRETE POST FLUSH WITH THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5564 ***********************************************************************
 EW5564  DESIGNATION -  106 19 V CO
 EW5564  PID         -  EW5564
 EW5564  STATE/COUNTY-  CA/VENTURA
 EW5564  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5564
 EW5564                         *CURRENT SURVEY CONTROL
 EW5564  ___________________________________________________________________
 EW5564* NAD 83(1986)-  34 33 20.     (N)    119 15 47.     (W)     SCALED    
 EW5564* NAVD 88     -      1042.965  (meters)    3421.79   (feet)  ADJUSTED  
 EW5564  ___________________________________________________________________
 EW5564  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EW5564  DYNAMIC HT  -        1041.716 (meters)    3417.70  (feet)  COMP
 EW5564  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 EW5564
 EW5564  VERT ORDER  -  FIRST     CLASS I
 EW5564
 EW5564.The horizontal coordinates were scaled from a topographic map and have
 EW5564.an estimated accuracy of +/- 6 seconds.
 EW5564
 EW5564.The orthometric height was determined by differential leveling
 EW5564.and adjusted in June 1991.
 EW5564
 EW5564.The geoid height was determined by GEOID03.
 EW5564
 EW5564.The dynamic height is computed by dividing the NAVD 88
 EW5564.geopotential number by the normal gravity value computed on the
 EW5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5564.degrees latitude (g = 980.6199 gals.).
 EW5564
 EW5564.The modeled gravity was interpolated from observed gravity values.
 EW5564
 EW5564;                    North         East    Units  Estimated Accuracy
 EW5564;SPC CA 5     -   617,820.    1,884,090.      MT  (+/- 180 meters Scaled)
 EW5564
 EW5564                          SUPERSEDED SURVEY CONTROL
 EW5564
 EW5564  NGVD 29 (??/??/92) 1042.106  (m)         3418.98   (f) ADJ UNCH    1 1
 EW5564
 EW5564.Superseded values are not recommended for survey control.
 EW5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5564.See file dsdata.txt to determine how the superseded data were derived.
 EW5564
 EW5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU923260(NAD 83)
 EW5564_MARKER: DB = BENCH MARK DISK
 EW5564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5564_SP_SET: HEAD WALL
 EW5564_STAMPING: 106-19 1974
 EW5564
 EW5564  HISTORY     - Date     Condition        Report By
 EW5564  HISTORY     - UNK      MONUMENTED
 EW5564  HISTORY     - 1977     GOOD             NGS
 EW5564  HISTORY     - 1983     GOOD             USGS
 EW5564
 EW5564                          STATION DESCRIPTION
 EW5564
 EW5564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5564'19.0 MI NORTH FROM OJAI.
 EW5564'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5564'OJAI, THENCE 18.05 MILES NORTH ALONG STATE HIGHWAY 33 AT CULVERT 2910,
 EW5564'IN THE CENTER OF THE SOUTH HEAD WALL,300 FT. WEST OF A DEODORA PINE
 EW5564'TREE, 18.0 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 EW5564
 EW5564                          STATION RECOVERY (1983)
 EW5564
 EW5564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5362 ***********************************************************************
 EW5362  DESIGNATION -  106 2 V CO
 EW5362  PID         -  EW5362
 EW5362  STATE/COUNTY-  CA/VENTURA
 EW5362  USGS QUAD   -  MATILIJA (1988)
 EW5362
 EW5362                         *CURRENT SURVEY CONTROL
 EW5362  ___________________________________________________________________
 EW5362* NAD 83(1986)-  34 29 49.     (N)    119 18 06.     (W)     SCALED    
 EW5362* NAVD 88     -       383.196  (meters)    1257.20   (feet)  ADJUSTED  
 EW5362  ___________________________________________________________________
 EW5362  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 EW5362  DYNAMIC HT  -         382.781 (meters)    1255.84  (feet)  COMP
 EW5362  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 EW5362
 EW5362  VERT ORDER  -  FIRST     CLASS I
 EW5362
 EW5362.The horizontal coordinates were scaled from a topographic map and have
 EW5362.an estimated accuracy of +/- 6 seconds.
 EW5362
 EW5362.The orthometric height was determined by differential leveling
 EW5362.and adjusted in June 1991.
 EW5362.WARNING-Repeat measurements at this control monument indicate possible
 EW5362.vertical movement.
 EW5362
 EW5362.The geoid height was determined by GEOID03.
 EW5362
 EW5362.The dynamic height is computed by dividing the NAVD 88
 EW5362.geopotential number by the normal gravity value computed on the
 EW5362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5362.degrees latitude (g = 980.6199 gals.).
 EW5362
 EW5362.The modeled gravity was interpolated from observed gravity values.
 EW5362
 EW5362;                    North         East    Units  Estimated Accuracy
 EW5362;SPC CA 5     -   611,360.    1,880,460.      MT  (+/- 180 meters Scaled)
 EW5362
 EW5362                          SUPERSEDED SURVEY CONTROL
 EW5362
 EW5362  NGVD 29 (??/??/92)  382.437  (m)         1254.71   (f) ADJ UNCH    1 1
 EW5362
 EW5362.Superseded values are not recommended for survey control.
 EW5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5362.See file dsdata.txt to determine how the superseded data were derived.
 EW5362
 EW5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU886196(NAD 83)
 EW5362_MARKER: DB = BENCH MARK DISK
 EW5362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5362_SP_SET: CONCRETE POST
 EW5362_STAMPING: 106-2 1974
 EW5362
 EW5362  HISTORY     - Date     Condition        Report By
 EW5362  HISTORY     - UNK      MONUMENTED
 EW5362  HISTORY     - 1977     GOOD             NGS
 EW5362  HISTORY     - 1983     POOR             USGS
 EW5362
 EW5362                          STATION DESCRIPTION
 EW5362
 EW5362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5362'6.35 MI NW FROM OJAI.
 EW5362'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5362'OJAI, THENCE 5.4 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5362'SOUTHWEST END OF A CURVE, 45.0 FT. SOUTHWEST OF MILE POST 16-50, 35.5
 EW5362'FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.0 FT. SOUTHWEST
 EW5362'OF A SINGLE GUY WIRE POWER POLE.
 EW5362
 EW5362                          STATION RECOVERY (1983)
 EW5362
 EW5362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5362'RECOVERED IN POOR CONDITION.  BM HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2138 ***********************************************************************
 EV2138  DESIGNATION -  106 20 A
 EV2138  PID         -  EV2138
 EV2138  STATE/COUNTY-  CA/LOS ANGELES
 EV2138  USGS QUAD   -  LITTLEROCK (1992)
 EV2138
 EV2138                         *CURRENT SURVEY CONTROL
 EV2138  ___________________________________________________________________
 EV2138* NAD 83(1986)-  34 31 16.     (N)    117 58 27.     (W)     SCALED    
 EV2138* NAVD 88     -       889.30   (+/-2cm)    2917.6    (feet)  VERTCON   
 EV2138  ___________________________________________________________________
 EV2138  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2138  VERT ORDER  -  THIRD (See Below)
 EV2138
 EV2138.The horizontal coordinates were scaled from a topographic map and have
 EV2138.an estimated accuracy of +/- 6 seconds.
 EV2138
 EV2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2138.The vertical order pertains to the NGVD 29 superseded value.
 EV2138
 EV2138.The geoid height was determined by GEOID03.
 EV2138
 EV2138;                    North         East    Units  Estimated Accuracy
 EV2138;SPC CA 5     -   613,270.    2,002,370.      MT  (+/- 180 meters Scaled)
 EV2138
 EV2138                          SUPERSEDED SURVEY CONTROL
 EV2138
 EV2138  NGVD 29 (??/??/??)  888.42   (m)         2914.8    (f) RESET       3  
 EV2138
 EV2138.Superseded values are not recommended for survey control.
 EV2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2138.See file dsdata.txt to determine how the superseded data were derived.
 EV2138
 EV2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU105203(NAD 83)
 EV2138_MARKER: DD = SURVEY DISK
 EV2138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2138_SP_SET: CATCH BASIN
 EV2138_STAMPING: BM 106-20A 1966 5869
 EV2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2138
 EV2138  HISTORY     - Date     Condition        Report By
 EV2138  HISTORY     - 1966     MONUMENTED       CA-037
 EV2138  HISTORY     - 1968     GOOD             NGS
 EV2138
 EV2138                          STATION DESCRIPTION
 EV2138
 EV2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2138'IN LITTLE ROCK.
 EV2138'PEARBLOSSOM HWY (STATE HWY 138) AND 87TH ST E, 148.0 FT E AND
 EV2138'41.5 FT N OF THE CENTER LINE INTERSECTION, 35.5 FT W OF POWER
 EV2138'POLE NO. 1294932E, IN THE SE CORNER OF A CONCRETE CATCH BASIN.
 EV2138'SET IN THE TOP OF THE CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2137 ***********************************************************************
 EV2137  DESIGNATION -  106 20 B
 EV2137  PID         -  EV2137
 EV2137  STATE/COUNTY-  CA/LOS ANGELES
 EV2137  USGS QUAD   -  LITTLEROCK (1992)
 EV2137
 EV2137                         *CURRENT SURVEY CONTROL
 EV2137  ___________________________________________________________________
 EV2137* NAD 83(1986)-  34 31 17.     (N)    117 58 28.     (W)     SCALED    
 EV2137* NAVD 88     -       889.01   (+/-2cm)    2916.7    (feet)  VERTCON   
 EV2137  ___________________________________________________________________
 EV2137  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EV2137  VERT ORDER  -  THIRD (See Below)
 EV2137
 EV2137.The horizontal coordinates were scaled from a topographic map and have
 EV2137.an estimated accuracy of +/- 6 seconds.
 EV2137
 EV2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2137.The vertical order pertains to the NGVD 29 superseded value.
 EV2137
 EV2137.The geoid height was determined by GEOID03.
 EV2137
 EV2137;                    North         East    Units  Estimated Accuracy
 EV2137;SPC CA 5     -   613,300.    2,002,350.      MT  (+/- 180 meters Scaled)
 EV2137
 EV2137                          SUPERSEDED SURVEY CONTROL
 EV2137
 EV2137  NGVD 29 (??/??/??)  888.12   (m)         2913.8    (f) RESET       3  
 EV2137
 EV2137.Superseded values are not recommended for survey control.
 EV2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2137.See file dsdata.txt to determine how the superseded data were derived.
 EV2137
 EV2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU105204(NAD 83)
 EV2137_MARKER: Z = SEE DESCRIPTION
 EV2137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2137_SP_SET: CURB
 EV2137_STAMPING: LA CO RD DEPT BM
 EV2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2137
 EV2137  HISTORY     - Date     Condition        Report By
 EV2137  HISTORY     - UNK      MONUMENTED       CA-037
 EV2137  HISTORY     - 1968     GOOD             NGS
 EV2137
 EV2137                          STATION DESCRIPTION
 EV2137
 EV2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2137'IN LITTLE ROCK.
 EV2137'PEARBLOSSOM HWY (STATE HWY 138) AND 87TH ST E, 78.5 FT E AND
 EV2137'40.5 FT N OF THE CENTER LINE INTERSECTION, 4.0 FT E OF THE E
 EV2137'CURB RETURN.  SET IN LEAD IN THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5563 ***********************************************************************
 EW5563  DESIGNATION -  106 20 V CO
 EW5563  PID         -  EW5563
 EW5563  STATE/COUNTY-  CA/VENTURA
 EW5563  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5563
 EW5563                         *CURRENT SURVEY CONTROL
 EW5563  ___________________________________________________________________
 EW5563* NAD 83(1986)-  34 33 50.     (N)    119 15 53.     (W)     SCALED    
 EW5563* NAVD 88     -      1040.862  (meters)    3414.89   (feet)  ADJUSTED  
 EW5563  ___________________________________________________________________
 EW5563  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 EW5563  DYNAMIC HT  -        1039.636 (meters)    3410.87  (feet)  COMP
 EW5563  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 EW5563
 EW5563  VERT ORDER  -  FIRST     CLASS I
 EW5563
 EW5563.The horizontal coordinates were scaled from a topographic map and have
 EW5563.an estimated accuracy of +/- 6 seconds.
 EW5563
 EW5563.The orthometric height was determined by differential leveling
 EW5563.and adjusted in June 1991.
 EW5563
 EW5563.The geoid height was determined by GEOID03.
 EW5563
 EW5563.The dynamic height is computed by dividing the NAVD 88
 EW5563.geopotential number by the normal gravity value computed on the
 EW5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5563.degrees latitude (g = 980.6199 gals.).
 EW5563
 EW5563.The modeled gravity was interpolated from observed gravity values.
 EW5563
 EW5563;                    North         East    Units  Estimated Accuracy
 EW5563;SPC CA 5     -   618,740.    1,883,950.      MT  (+/- 180 meters Scaled)
 EW5563
 EW5563                          SUPERSEDED SURVEY CONTROL
 EW5563
 EW5563  NGVD 29 (??/??/92) 1040.019  (m)         3412.13   (f) ADJ UNCH    1 1
 EW5563
 EW5563.Superseded values are not recommended for survey control.
 EW5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5563.See file dsdata.txt to determine how the superseded data were derived.
 EW5563
 EW5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU922270(NAD 83)
 EW5563_MARKER: DB = BENCH MARK DISK
 EW5563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5563_SP_SET: CULVERT
 EW5563_STAMPING: 106-20 1974
 EW5563
 EW5563  HISTORY     - Date     Condition        Report By
 EW5563  HISTORY     - UNK      MONUMENTED
 EW5563  HISTORY     - 1977     GOOD             NGS
 EW5563  HISTORY     - 1983     GOOD             USGS
 EW5563
 EW5563                          STATION DESCRIPTION
 EW5563
 EW5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5563'20.0 MI NORTH FROM OJAI.
 EW5563'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5563'OJAI, THENCE 19.1 MILES NORTH ALONG STATE HIGHWAY 33, 0.1 MILE SOUTH
 EW5563'FROM A REST AREA, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL
 EW5563'OF CULVERT 30.12, 15.5 FT. WEST OF THE CENTER LINE OF THE HIGHWAY,
 EW5563'18 INCHES NORTH OF THE SOUTH END OF THE HEAD WALL.
 EW5563
 EW5563                          STATION RECOVERY (1983)
 EW5563
 EW5563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2139 ***********************************************************************
 EV2139  DESIGNATION -  106 21 A
 EV2139  PID         -  EV2139
 EV2139  STATE/COUNTY-  CA/LOS ANGELES
 EV2139  USGS QUAD   -  LITTLEROCK (1992)
 EV2139
 EV2139                         *CURRENT SURVEY CONTROL
 EV2139  ___________________________________________________________________
 EV2139* NAD 83(1986)-  34 31 17.     (N)    117 57 57.     (W)     SCALED    
 EV2139* NAVD 88     -       894.86   (+/-2cm)    2935.9    (feet)  VERTCON   
 EV2139  ___________________________________________________________________
 EV2139  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2139  VERT ORDER  -  THIRD (See Below)
 EV2139
 EV2139.The horizontal coordinates were scaled from a topographic map and have
 EV2139.an estimated accuracy of +/- 6 seconds.
 EV2139
 EV2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2139.The vertical order pertains to the NGVD 29 superseded value.
 EV2139
 EV2139.The geoid height was determined by GEOID03.
 EV2139
 EV2139;                    North         East    Units  Estimated Accuracy
 EV2139;SPC CA 5     -   613,300.    2,003,140.      MT  (+/- 180 meters Scaled)
 EV2139
 EV2139                          SUPERSEDED SURVEY CONTROL
 EV2139
 EV2139  NGVD 29 (??/??/??)  893.97   (m)         2933.0    (f) RESET       3  
 EV2139
 EV2139.Superseded values are not recommended for survey control.
 EV2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2139.See file dsdata.txt to determine how the superseded data were derived.
 EV2139
 EV2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU113203(NAD 83)
 EV2139_MARKER: Z = SEE DESCRIPTION
 EV2139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2139_SP_SET: CULVERT
 EV2139_STAMPING: LA CO RD DEPT BM
 EV2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2139
 EV2139  HISTORY     - Date     Condition        Report By
 EV2139  HISTORY     - UNK      MONUMENTED       CA-037
 EV2139  HISTORY     - 1968     GOOD             NGS
 EV2139
 EV2139                          STATION DESCRIPTION
 EV2139
 EV2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2139'1.1 MI E FROM LITTLE ROCK.
 EV2139'PEARBLOSSOM HWY (STATE HWY 138) ABOUT 0.5 MI E OF 87TH ST E,
 EV2139'24.0 FT S OF THE CENTER LINE OF PEARBLOSSOM HWY, IN THE CENTER
 EV2139'OF S HEADWALL OF CULVERT I-664+04. SET IN THE TOP OF CONCRETE
 EV2139'HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5561 ***********************************************************************
 EW5561  DESIGNATION -  106 21 V CO
 EW5561  PID         -  EW5561
 EW5561  STATE/COUNTY-  CA/VENTURA
 EW5561  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5561
 EW5561                         *CURRENT SURVEY CONTROL
 EW5561  ___________________________________________________________________
 EW5561* NAD 83(1986)-  34 34 23.     (N)    119 15 31.     (W)     SCALED    
 EW5561* NAVD 88     -      1060.124  (meters)    3478.09   (feet)  ADJUSTED  
 EW5561  ___________________________________________________________________
 EW5561  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 EW5561  DYNAMIC HT  -        1058.868 (meters)    3473.97  (feet)  COMP
 EW5561  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 EW5561
 EW5561  VERT ORDER  -  FIRST     CLASS I
 EW5561
 EW5561.The horizontal coordinates were scaled from a topographic map and have
 EW5561.an estimated accuracy of +/- 6 seconds.
 EW5561
 EW5561.The orthometric height was determined by differential leveling
 EW5561.and adjusted in June 1991.
 EW5561
 EW5561.The geoid height was determined by GEOID03.
 EW5561
 EW5561.The dynamic height is computed by dividing the NAVD 88
 EW5561.geopotential number by the normal gravity value computed on the
 EW5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5561.degrees latitude (g = 980.6199 gals.).
 EW5561
 EW5561.The modeled gravity was interpolated from observed gravity values.
 EW5561
 EW5561;                    North         East    Units  Estimated Accuracy
 EW5561;SPC CA 5     -   619,750.    1,884,520.      MT  (+/- 180 meters Scaled)
 EW5561
 EW5561                          SUPERSEDED SURVEY CONTROL
 EW5561
 EW5561  NGVD 29 (??/??/92) 1059.271  (m)         3475.29   (f) ADJ UNCH    1 1
 EW5561
 EW5561.Superseded values are not recommended for survey control.
 EW5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5561.See file dsdata.txt to determine how the superseded data were derived.
 EW5561
 EW5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU928280(NAD 83)
 EW5561_MARKER: DB = BENCH MARK DISK
 EW5561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5561_SP_SET: CULVERT
 EW5561_STAMPING: 106-21 1974
 EW5561
 EW5561  HISTORY     - Date     Condition        Report By
 EW5561  HISTORY     - UNK      MONUMENTED
 EW5561  HISTORY     - 1977     GOOD             NGS
 EW5561  HISTORY     - 1983     GOOD             USGS
 EW5561
 EW5561                          STATION DESCRIPTION
 EW5561
 EW5561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5561'20.8 MI NORTH FROM OJAI.
 EW5561'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5561'OJAI, THENCE 19.85 MILES NORTH ALONG STATE HIGHWAY 33, 0.35 MILE
 EW5561'NORTH OF BRIDGE 52-78 OVER SESPE CREEK IN THE CENTER OF THE EAST
 EW5561'HEAD WALL OF CULVERT 30-86, 17.0 FT. EAST OF THE CENTER LINE OF THE
 EW5561'PAVEMENT.
 EW5561
 EW5561                          STATION RECOVERY (1983)
 EW5561
 EW5561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2142 ***********************************************************************
 EV2142  DESIGNATION -  106 22
 EV2142  PID         -  EV2142
 EV2142  STATE/COUNTY-  CA/LOS ANGELES
 EV2142  USGS QUAD   -  LITTLEROCK (1992)
 EV2142
 EV2142                         *CURRENT SURVEY CONTROL
 EV2142  ___________________________________________________________________
 EV2142* NAD 83(1986)-  34 31 16.     (N)    117 57 27.     (W)     SCALED    
 EV2142* NAVD 88     -       899.181  (meters)    2950.06   (feet)  READJUSTED
 EV2142  ___________________________________________________________________
 EV2142  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2142  DYNAMIC HT  -         898.120 (meters)    2946.58  (feet)  COMP
 EV2142  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 EV2142
 EV2142  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2142
 EV2142.The horizontal coordinates were scaled from a topographic map and have
 EV2142.an estimated accuracy of +/- 6 seconds.
 EV2142
 EV2142.The orthometric height was determined by differential leveling
 EV2142.and adjusted in February 1993.
 EV2142.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2142.distribution rate of 0.0 thru 1.0 mm/km.
 EV2142.The height was derived from older observations constrained to new
 EV2142.heights in a crustal motion area.  The height is approximate in
 EV2142.relation to other heights in its vicinity.
 EV2142
 EV2142.The geoid height was determined by GEOID03.
 EV2142
 EV2142.The dynamic height is computed by dividing the NAVD 88
 EV2142.geopotential number by the normal gravity value computed on the
 EV2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2142.degrees latitude (g = 980.6199 gals.).
 EV2142
 EV2142.The modeled gravity was interpolated from observed gravity values.
 EV2142
 EV2142;                    North         East    Units  Estimated Accuracy
 EV2142;SPC CA 5     -   613,270.    2,003,900.      MT  (+/- 180 meters Scaled)
 EV2142
 EV2142                          SUPERSEDED SURVEY CONTROL
 EV2142
 EV2142  NGVD 29 (??/??/92)  898.295  (m)         2947.16   (f) ADJ UNCH    1 1
 EV2142
 EV2142.Superseded values are not recommended for survey control.
 EV2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2142.See file dsdata.txt to determine how the superseded data were derived.
 EV2142
 EV2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU121203(NAD 83)
 EV2142_MARKER: DD = SURVEY DISK
 EV2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2142_STAMPING: BM 106-22 1958 5869
 EV2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2142+STABILITY: SURFACE MOTION
 EV2142
 EV2142  HISTORY     - Date     Condition        Report By
 EV2142  HISTORY     - 1958     MONUMENTED       CA-037
 EV2142  HISTORY     - 1971     GOOD             NGS
 EV2142  HISTORY     - 1977     GOOD             NGS
 EV2142
 EV2142                          STATION DESCRIPTION
 EV2142
 EV2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2142'2 MI E FROM LITTLEROCK.
 EV2142'1.95 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2142'LITTLEROCK, AT THE JUNCTION OF 96TH STREET EAST, 32 FEET SOUTH
 EV2142'OF THE CENTER LINE OF THE HIGHWAY, 189 FEET EAST OF THE EXTENDED
 EV2142'CENTER LINE OF THE STREET NORTH, 41 FEET SOUTH OF TELEPHONE
 EV2142'POLE 543972H, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 EV2142'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV2142'0.3 FOOT ABOVE THE GROUND.
 EV2142
 EV2142                          STATION RECOVERY (1977)
 EV2142
 EV2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2142'OMIT- 14 FT. SOUTH OF TELEPHONE POLE 5493972H.
 EV2142'MODIFY- 2.0 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 EV2142'AT LITTLEROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5553 ***********************************************************************
 EW5553  DESIGNATION -  106 22 V CO
 EW5553  PID         -  EW5553
 EW5553  STATE/COUNTY-  CA/VENTURA
 EW5553  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5553
 EW5553                         *CURRENT SURVEY CONTROL
 EW5553  ___________________________________________________________________
 EW5553* NAD 83(1986)-  34 35 13.     (N)    119 16 41.     (W)     SCALED    
 EW5553* NAVD 88     -      1151.498  (meters)    3777.87   (feet)  ADJUSTED  
 EW5553  ___________________________________________________________________
 EW5553  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EW5553  DYNAMIC HT  -        1150.102 (meters)    3773.29  (feet)  COMP
 EW5553  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 EW5553
 EW5553  VERT ORDER  -  FIRST     CLASS I
 EW5553
 EW5553.The horizontal coordinates were scaled from a topographic map and have
 EW5553.an estimated accuracy of +/- 6 seconds.
 EW5553
 EW5553.The orthometric height was determined by differential leveling
 EW5553.and adjusted in June 1991.
 EW5553
 EW5553.The geoid height was determined by GEOID03.
 EW5553
 EW5553.The dynamic height is computed by dividing the NAVD 88
 EW5553.geopotential number by the normal gravity value computed on the
 EW5553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5553.degrees latitude (g = 980.6199 gals.).
 EW5553
 EW5553.The modeled gravity was interpolated from observed gravity values.
 EW5553
 EW5553;                    North         East    Units  Estimated Accuracy
 EW5553;SPC CA 5     -   621,310.    1,882,760.      MT  (+/- 180 meters Scaled)
 EW5553
 EW5553                          SUPERSEDED SURVEY CONTROL
 EW5553
 EW5553  NGVD 29 (??/??/92) 1150.612  (m)         3774.97   (f) ADJ UNCH    1 1
 EW5553
 EW5553.Superseded values are not recommended for survey control.
 EW5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5553.See file dsdata.txt to determine how the superseded data were derived.
 EW5553
 EW5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU910295(NAD 83)
 EW5553_MARKER: DB = BENCH MARK DISK
 EW5553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5553_SP_SET: CULVERT
 EW5553_STAMPING: 106-22
 EW5553
 EW5553  HISTORY     - Date     Condition        Report By
 EW5553  HISTORY     - UNK      MONUMENTED
 EW5553  HISTORY     - 1977     GOOD             NGS
 EW5553  HISTORY     - 1983     GOOD             USGS
 EW5553
 EW5553                          STATION DESCRIPTION
 EW5553
 EW5553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5553'23.3 MI NW FROM OJAI.
 EW5553'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5553'OJAI, THENCE 22.4 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT CULVERT
 EW5553'32.83, IN THE CENTER OF THE NORTH HEAD WALL, 27.0 FT. NORTH OF THE
 EW5553'CENTER LINE OF THE HIGHWAY.
 EW5553
 EW5553                          STATION RECOVERY (1983)
 EW5553
 EW5553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2143 ***********************************************************************
 EV2143  DESIGNATION -  106 23
 EV2143  PID         -  EV2143
 EV2143  STATE/COUNTY-  CA/LOS ANGELES
 EV2143  USGS QUAD   -  LITTLEROCK (1992)
 EV2143
 EV2143                         *CURRENT SURVEY CONTROL
 EV2143  ___________________________________________________________________
 EV2143* NAD 83(1986)-  34 31 16.     (N)    117 56 55.     (W)     SCALED    
 EV2143* NAVD 88     -       901.389  (meters)    2957.31   (feet)  READJUSTED
 EV2143  ___________________________________________________________________
 EV2143  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2143  DYNAMIC HT  -         900.320 (meters)    2953.80  (feet)  COMP
 EV2143  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 EV2143
 EV2143  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2143
 EV2143.The horizontal coordinates were scaled from a topographic map and have
 EV2143.an estimated accuracy of +/- 6 seconds.
 EV2143
 EV2143.The orthometric height was determined by differential leveling
 EV2143.and adjusted in February 1993.
 EV2143.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2143.distribution rate of 0.0 thru 1.0 mm/km.
 EV2143.The height was derived from older observations constrained to new
 EV2143.heights in a crustal motion area.  The height is approximate in
 EV2143.relation to other heights in its vicinity.
 EV2143
 EV2143.The geoid height was determined by GEOID03.
 EV2143
 EV2143.The dynamic height is computed by dividing the NAVD 88
 EV2143.geopotential number by the normal gravity value computed on the
 EV2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2143.degrees latitude (g = 980.6199 gals.).
 EV2143
 EV2143.The modeled gravity was interpolated from observed gravity values.
 EV2143
 EV2143;                    North         East    Units  Estimated Accuracy
 EV2143;SPC CA 5     -   613,270.    2,004,720.      MT  (+/- 180 meters Scaled)
 EV2143
 EV2143                          SUPERSEDED SURVEY CONTROL
 EV2143
 EV2143  NGVD 29 (??/??/92)  900.503  (m)         2954.40   (f) ADJ UNCH    1 1
 EV2143
 EV2143.Superseded values are not recommended for survey control.
 EV2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2143.See file dsdata.txt to determine how the superseded data were derived.
 EV2143
 EV2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU129203(NAD 83)
 EV2143_MARKER: DD = SURVEY DISK
 EV2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2143_STAMPING: BM 106-23 1958 5869
 EV2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2143+STABILITY: SURFACE MOTION
 EV2143
 EV2143  HISTORY     - Date     Condition        Report By
 EV2143  HISTORY     - 1958     MONUMENTED       CA-037
 EV2143  HISTORY     - 1971     GOOD             NGS
 EV2143  HISTORY     - 1977     GOOD             NGS
 EV2143
 EV2143                          STATION DESCRIPTION
 EV2143
 EV2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2143'2.6 MI E FROM LITTLEROCK.
 EV2143'2.55 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2143'LITTLEROCK, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 58
 EV2143'FEET WEST OF THE CENTER OF THE CROSSING OF A DRY WASH, 24 FEET
 EV2143'SOUTH OF CULVERT MARKER POST 1-645+65 33, 21 1/2 FEET SOUTH OF
 EV2143'TELEPHONE POLE 543942H, 0.9 FOOT SOUTH OF A WITNESS POST, ABOUT
 EV2143'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EV2143'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  SEC 17, T 5 N,
 EV2143'R 10 W.
 EV2143
 EV2143                          STATION RECOVERY (1977)
 EV2143
 EV2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2143'OMIT- 21.5 FT. SOUTH OF TELEPHONE POLE 5439442H.
 EV2143'MODIFY- 2.6 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST
 EV2143'OFFICE AT LITTLEROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2145 ***********************************************************************
 EV2145  DESIGNATION -  106 24 A
 EV2145  PID         -  EV2145
 EV2145  STATE/COUNTY-  CA/LOS ANGELES
 EV2145  USGS QUAD   -  LITTLEROCK (1992)
 EV2145
 EV2145                         *CURRENT SURVEY CONTROL
 EV2145  ___________________________________________________________________
 EV2145* NAD 83(1986)-  34 31 16.     (N)    117 56 24.     (W)     SCALED    
 EV2145* NAVD 88     -       904.15   (+/-2cm)    2966.4    (feet)  VERTCON   
 EV2145  ___________________________________________________________________
 EV2145  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2145  VERT ORDER  -  THIRD (See Below)
 EV2145
 EV2145.The horizontal coordinates were scaled from a topographic map and have
 EV2145.an estimated accuracy of +/- 6 seconds.
 EV2145
 EV2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2145.The vertical order pertains to the NGVD 29 superseded value.
 EV2145
 EV2145.The geoid height was determined by GEOID03.
 EV2145
 EV2145;                    North         East    Units  Estimated Accuracy
 EV2145;SPC CA 5     -   613,270.    2,005,510.      MT  (+/- 180 meters Scaled)
 EV2145
 EV2145                          SUPERSEDED SURVEY CONTROL
 EV2145
 EV2145  NGVD 29 (??/??/??)  903.27   (m)         2963.5    (f) RESET       3  
 EV2145
 EV2145.Superseded values are not recommended for survey control.
 EV2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2145.See file dsdata.txt to determine how the superseded data were derived.
 EV2145
 EV2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU137203(NAD 83)
 EV2145_MARKER: Z = SEE DESCRIPTION
 EV2145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2145_SP_SET: CULVERT
 EV2145_STAMPING: LA CO RD DEPT BM
 EV2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2145
 EV2145  HISTORY     - Date     Condition        Report By
 EV2145  HISTORY     - UNK      MONUMENTED       CA-037
 EV2145  HISTORY     - 1968     GOOD             NGS
 EV2145
 EV2145                          STATION DESCRIPTION
 EV2145
 EV2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2145'2.3 MI E FROM LITTLEROCK.
 EV2145'PEARBLOSSOM HWY (STATE HWY 138) AND 106TH ST E, 36.0 FT E AND
 EV2145'21.5 FT S OF THE CENTER LINE INTERSECTION, 31.5 FT W OF
 EV2145'TELEPHONE POLE NO. 544082H, IN TOP OF S HEADWALL OF CULVERT
 EV2145'I-741+22.  SET IN THE TOP OF CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5547 ***********************************************************************
 EW5547  DESIGNATION -  106 24 V CO
 EW5547  PID         -  EW5547
 EW5547  STATE/COUNTY-  CA/VENTURA
 EW5547  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5547
 EW5547                         *CURRENT SURVEY CONTROL
 EW5547  ___________________________________________________________________
 EW5547* NAD 83(1986)-  34 35 40.     (N)    119 18 21.     (W)     SCALED    
 EW5547* NAVD 88     -      1196.219  (meters)    3924.60   (feet)  READJUSTED
 EW5547  ___________________________________________________________________
 EW5547  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EW5547  DYNAMIC HT  -        1194.770 (meters)    3919.84  (feet)  COMP
 EW5547  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 EW5547  OBS GRAVITY -     979,384.7   (mgal)                       GRAV_OBS
 EW5547
 EW5547  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5547
 EW5547.The horizontal coordinates were scaled from a topographic map and have
 EW5547.an estimated accuracy of +/- 6 seconds.
 EW5547
 EW5547.The orthometric height was determined by differential leveling
 EW5547.and adjusted in February 1993.
 EW5547.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5547.distribution rate of 0.0 thru 1.0 mm/km.
 EW5547.The height was derived from older observations constrained to new
 EW5547.heights in a crustal motion area.  The height is approximate in
 EW5547.relation to other heights in its vicinity.
 EW5547
 EW5547.The geoid height was determined by GEOID03.
 EW5547
 EW5547.The dynamic height is computed by dividing the NAVD 88
 EW5547.geopotential number by the normal gravity value computed on the
 EW5547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5547.degrees latitude (g = 980.6199 gals.).
 EW5547
 EW5547.The modeled gravity was interpolated from observed gravity values.
 EW5547.The observed gravity was obtained from relative gravimeter ties
 EW5547.to the IGSN71 gravity network.
 EW5547
 EW5547;                    North         East    Units  Estimated Accuracy
 EW5547;SPC CA 5     -   622,180.    1,880,220.      MT  (+/- 180 meters Scaled)
 EW5547
 EW5547                          SUPERSEDED SURVEY CONTROL
 EW5547
 EW5547  NGVD 29 (??/??/92) 1195.343  (m)         3921.72   (f) ADJ UNCH    1 1
 EW5547
 EW5547.Superseded values are not recommended for survey control.
 EW5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5547.See file dsdata.txt to determine how the superseded data were derived.
 EW5547
 EW5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU885304(NAD 83)
 EW5547_MARKER: DB = BENCH MARK DISK
 EW5547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5547_SP_SET: HEADWALL
 EW5547_STAMPING: 106-24 1974
 EW5547
 EW5547  HISTORY     - Date     Condition        Report By
 EW5547  HISTORY     - UNK      MONUMENTED
 EW5547  HISTORY     - 1977     GOOD             NGS
 EW5547  HISTORY     - 19880206 MARK NOT FOUND   USPSQD
 EW5547
 EW5547                          STATION DESCRIPTION
 EW5547
 EW5547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5547'25.8 MI NW FROM OJAI.
 EW5547'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5547'OJAI, THENCE 24.9 MILES NORTHWEST ALONG STATE HIGHWAY 33, INSIDE A
 EW5547'CURVE, AT CULVERT 34.8, IN THE TOP OF THE SOUTHEAST END OF THE
 EW5547'NORTHEAST HEAD WALL, 21.0 FT. NORTHEAST OF THE CENTER LINE OF THE
 EW5547'HIGHWAY, 8.1 FT. NORTH OF MILE POST 34.80.
 EW5547
 EW5547                          STATION RECOVERY (1988)
 EW5547
 EW5547'RECOVERY NOTE BY US POWER SQUADRON 1988 (GC)
 EW5547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2146 ***********************************************************************
 EV2146  DESIGNATION -  106 25
 EV2146  PID         -  EV2146
 EV2146  STATE/COUNTY-  CA/LOS ANGELES
 EV2146  USGS QUAD   -  LITTLEROCK (1992)
 EV2146
 EV2146                         *CURRENT SURVEY CONTROL
 EV2146  ___________________________________________________________________
 EV2146* NAD 83(1986)-  34 31 17.     (N)    117 55 54.     (W)     SCALED    
 EV2146* NAVD 88     -       906.15   (+/-2cm)    2972.9    (feet)  VERTCON   
 EV2146  ___________________________________________________________________
 EV2146  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2146  VERT ORDER  -  THIRD (See Below)
 EV2146
 EV2146.The horizontal coordinates were scaled from a topographic map and have
 EV2146.an estimated accuracy of +/- 6 seconds.
 EV2146
 EV2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2146.The vertical order pertains to the NGVD 29 superseded value.
 EV2146
 EV2146.The geoid height was determined by GEOID03.
 EV2146
 EV2146;                    North         East    Units  Estimated Accuracy
 EV2146;SPC CA 5     -   613,300.    2,006,270.      MT  (+/- 180 meters Scaled)
 EV2146
 EV2146                          SUPERSEDED SURVEY CONTROL
 EV2146
 EV2146  NGVD 29 (??/??/??)  905.27   (m)         2970.0    (f) RESET       3  
 EV2146
 EV2146.Superseded values are not recommended for survey control.
 EV2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2146.See file dsdata.txt to determine how the superseded data were derived.
 EV2146
 EV2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU144203(NAD 83)
 EV2146_MARKER: DD = SURVEY DISK
 EV2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2146_STAMPING: BM 106-25 1958 5869
 EV2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2146+STABILITY: SURFACE MOTION
 EV2146
 EV2146  HISTORY     - Date     Condition        Report By
 EV2146  HISTORY     - 1958     MONUMENTED       CA-037
 EV2146  HISTORY     - 1968     GOOD             NGS
 EV2146
 EV2146                          STATION DESCRIPTION
 EV2146
 EV2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2146'2.8 MI E FROM LITTLE ROCK.
 EV2146'AVE U-8, 0.5 MI E OF 106TH ST E, 174 FT W OF THE W LINE OF HOUSE
 EV2146'NO. 1135, 54.0 FT W OF CULVERT AT OLD HWY STATION I 708+23, 23.5
 EV2146'FT N OF THE CENTER LINE OF AVE U-8, 4.0 FT W OF POWER POLE NO.
 EV2146'1062516E.  SET IN THE TOP OF A 12 IN CONCRETE POST PROJECTING
 EV2146'ABOUT 5 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5544 ***********************************************************************
 EW5544  DESIGNATION -  106 25 V CO
 EW5544  PID         -  EW5544
 EW5544  STATE/COUNTY-  CA/VENTURA
 EW5544  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5544
 EW5544                         *CURRENT SURVEY CONTROL
 EW5544  ___________________________________________________________________
 EW5544* NAD 83(1986)-  34 35 44.     (N)    119 19 11.     (W)     SCALED    
 EW5544* NAVD 88     -      1221.185  (meters)    4006.50   (feet)  ADJUSTED  
 EW5544  ___________________________________________________________________
 EW5544  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EW5544  DYNAMIC HT  -        1219.676 (meters)    4001.55  (feet)  COMP
 EW5544  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 EW5544
 EW5544  VERT ORDER  -  FIRST     CLASS I
 EW5544
 EW5544.The horizontal coordinates were scaled from a topographic map and have
 EW5544.an estimated accuracy of +/- 6 seconds.
 EW5544
 EW5544.The orthometric height was determined by differential leveling
 EW5544.and adjusted in June 1991.
 EW5544
 EW5544.The geoid height was determined by GEOID03.
 EW5544
 EW5544.The dynamic height is computed by dividing the NAVD 88
 EW5544.geopotential number by the normal gravity value computed on the
 EW5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5544.degrees latitude (g = 980.6199 gals.).
 EW5544
 EW5544.The modeled gravity was interpolated from observed gravity values.
 EW5544
 EW5544;                    North         East    Units  Estimated Accuracy
 EW5544;SPC CA 5     -   622,320.    1,878,950.      MT  (+/- 180 meters Scaled)
 EW5544
 EW5544                          SUPERSEDED SURVEY CONTROL
 EW5544
 EW5544  NGVD 29 (??/??/92) 1220.276  (m)         4003.52   (f) ADJ UNCH    1 1
 EW5544
 EW5544.Superseded values are not recommended for survey control.
 EW5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5544.See file dsdata.txt to determine how the superseded data were derived.
 EW5544
 EW5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU872306(NAD 83)
 EW5544_MARKER: DB = BENCH MARK DISK
 EW5544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5544_SP_SET: CULVERT
 EW5544_STAMPING: 106-25 1974
 EW5544
 EW5544  HISTORY     - Date     Condition        Report By
 EW5544  HISTORY     - UNK      MONUMENTED
 EW5544  HISTORY     - 1977     GOOD             NGS
 EW5544  HISTORY     - 1983     GOOD             USGS
 EW5544
 EW5544                          STATION DESCRIPTION
 EW5544
 EW5544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5544'27.5 MI NW FROM OJAI.
 EW5544'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5544'OJAI, THENCE 26.5 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT CULVERT
 EW5544'35.71, IN THE CENTER OF THE TOP OF THE NORTHEAST HEAD WALL, 18.0 FT.
 EW5544'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 EW5544
 EW5544                          STATION RECOVERY (1983)
 EW5544
 EW5544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2152 ***********************************************************************
 EV2152  DESIGNATION -  106 26
 EV2152  PID         -  EV2152
 EV2152  STATE/COUNTY-  CA/LOS ANGELES
 EV2152  USGS QUAD   -  LITTLEROCK (1992)
 EV2152
 EV2152                         *CURRENT SURVEY CONTROL
 EV2152  ___________________________________________________________________
 EV2152* NAD 83(1986)-  34 31 15.     (N)    117 55 24.     (W)     SCALED    
 EV2152* NAVD 88     -       897.35   (+/-2cm)    2944.1    (feet)  VERTCON   
 EV2152  ___________________________________________________________________
 EV2152  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2152  VERT ORDER  -  THIRD (See Below)
 EV2152
 EV2152.The horizontal coordinates were scaled from a topographic map and have
 EV2152.an estimated accuracy of +/- 6 seconds.
 EV2152
 EV2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2152.The vertical order pertains to the NGVD 29 superseded value.
 EV2152
 EV2152.The geoid height was determined by GEOID03.
 EV2152
 EV2152;                    North         East    Units  Estimated Accuracy
 EV2152;SPC CA 5     -   613,240.    2,007,040.      MT  (+/- 180 meters Scaled)
 EV2152
 EV2152                          SUPERSEDED SURVEY CONTROL
 EV2152
 EV2152  NGVD 29 (??/??/??)  896.46   (m)         2941.1    (f) RESET       3  
 EV2152
 EV2152.Superseded values are not recommended for survey control.
 EV2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2152.See file dsdata.txt to determine how the superseded data were derived.
 EV2152
 EV2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2152_MARKER: DD = SURVEY DISK
 EV2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2152_STAMPING: BM 106-26 1958 5869
 EV2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2152+STABILITY: SURFACE MOTION
 EV2152
 EV2152  HISTORY     - Date     Condition        Report By
 EV2152  HISTORY     - 1958     MONUMENTED       CA-037
 EV2152  HISTORY     - 1968     GOOD             NGS
 EV2152
 EV2152                          STATION DESCRIPTION
 EV2152
 EV2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2152'3.3 MI E FROM LITTLE ROCK.
 EV2152'AVE U-8 AND 116TH ST E, ABOUT 348 FT S AND 30.0 FT W OF THE
 EV2152'CENTER LINE INTERSECTION, 4.0 FT N OF POWER POLE NO. 1062463E.
 EV2152'SET IN THE TOP OF A 12 IN CONCRETE POST ABOUT 5 IN BELOW THE
 EV2152'GROUND SURFACE.  A 2 IN MARKER PIPE WAS SET 2.0 FT NE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2151 ***********************************************************************
 EV2151  DESIGNATION -  106 26 C
 EV2151  PID         -  EV2151
 EV2151  STATE/COUNTY-  CA/LOS ANGELES
 EV2151  USGS QUAD   -  LITTLEROCK (1992)
 EV2151
 EV2151                         *CURRENT SURVEY CONTROL
 EV2151  ___________________________________________________________________
 EV2151* NAD 83(1986)-  34 31 15.     (N)    117 55 24.     (W)     SCALED    
 EV2151* NAVD 88     -       895.93   (+/-2cm)    2939.4    (feet)  VERTCON   
 EV2151  ___________________________________________________________________
 EV2151  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2151  VERT ORDER  -  THIRD (See Below)
 EV2151
 EV2151.The horizontal coordinates were scaled from a topographic map and have
 EV2151.an estimated accuracy of +/- 6 seconds.
 EV2151
 EV2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2151.The vertical order pertains to the NGVD 29 superseded value.
 EV2151
 EV2151.The geoid height was determined by GEOID03.
 EV2151
 EV2151;                    North         East    Units  Estimated Accuracy
 EV2151;SPC CA 5     -   613,240.    2,007,040.      MT  (+/- 180 meters Scaled)
 EV2151
 EV2151                          SUPERSEDED SURVEY CONTROL
 EV2151
 EV2151  NGVD 29 (??/??/??)  895.04   (m)         2936.5    (f) RESET       3  
 EV2151
 EV2151.Superseded values are not recommended for survey control.
 EV2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2151.See file dsdata.txt to determine how the superseded data were derived.
 EV2151
 EV2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2151_MARKER: S = SPIKE
 EV2151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2151_SP_SET: TELEPHONE POLE
 EV2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2151
 EV2151  HISTORY     - Date     Condition        Report By
 EV2151  HISTORY     - UNK      MONUMENTED       CA-037
 EV2151  HISTORY     - 1968     GOOD             NGS
 EV2151
 EV2151                          STATION DESCRIPTION
 EV2151
 EV2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2151'3.3 MI E FROM LITTLE ROCK.
 EV2151'AVE U-8 AND 116TH ST E, 35.0 FT E OF 116TH ST E, T5N B10W AT
 EV2151'THE QUARTER CORNER BETWEEN SECTIONS 15 AND 16.  SET IN TELEPHONE
 EV2151'POLE NO. A42244T, WHICH IS THE FIRST POLE S OF THE TURN FROM
 EV2151'AVE U-8 TO 116TH ST E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5541 ***********************************************************************
 EW5541  DESIGNATION -  106 26 V CO
 EW5541  PID         -  EW5541
 EW5541  STATE/COUNTY-  CA/VENTURA
 EW5541  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5541
 EW5541                         *CURRENT SURVEY CONTROL
 EW5541  ___________________________________________________________________
 EW5541* NAD 83(1986)-  34 36 11.     (N)    119 20 25.     (W)     SCALED    
 EW5541* NAVD 88     -      1246.057  (meters)    4088.11   (feet)  ADJUSTED  
 EW5541  ___________________________________________________________________
 EW5541  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 EW5541  DYNAMIC HT  -        1244.543 (meters)    4083.14  (feet)  COMP
 EW5541  MODELED GRAV-     979,375.6   (mgal)                       NAVD 88
 EW5541  OBS GRAVITY -     979,375.6   (mgal)                       GRAV_OBS
 EW5541
 EW5541  VERT ORDER  -  FIRST     CLASS I
 EW5541
 EW5541.The horizontal coordinates were scaled from a topographic map and have
 EW5541.an estimated accuracy of +/- 6 seconds.
 EW5541
 EW5541.The orthometric height was determined by differential leveling
 EW5541.and adjusted in June 1991.
 EW5541
 EW5541.The geoid height was determined by GEOID03.
 EW5541
 EW5541.The dynamic height is computed by dividing the NAVD 88
 EW5541.geopotential number by the normal gravity value computed on the
 EW5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5541.degrees latitude (g = 980.6199 gals.).
 EW5541
 EW5541.The modeled gravity was interpolated from observed gravity values.
 EW5541.The observed gravity was obtained from relative gravimeter ties
 EW5541.to the IGSN71 gravity network.
 EW5541
 EW5541;                    North         East    Units  Estimated Accuracy
 EW5541;SPC CA 5     -   623,180.    1,877,070.      MT  (+/- 180 meters Scaled)
 EW5541
 EW5541                          SUPERSEDED SURVEY CONTROL
 EW5541
 EW5541  NGVD 29 (??/??/92) 1245.171  (m)         4085.20   (f) ADJ UNCH    1 1
 EW5541
 EW5541.Superseded values are not recommended for survey control.
 EW5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5541.See file dsdata.txt to determine how the superseded data were derived.
 EW5541
 EW5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU853315(NAD 83)
 EW5541_MARKER: DB = BENCH MARK DISK
 EW5541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5541_SP_SET: HEADWALL
 EW5541_STAMPING: 106-26 1974
 EW5541
 EW5541  HISTORY     - Date     Condition        Report By
 EW5541  HISTORY     - UNK      MONUMENTED
 EW5541  HISTORY     - 1977     GOOD             NGS
 EW5541  HISTORY     - 1983     GOOD             USGS
 EW5541
 EW5541                          STATION DESCRIPTION
 EW5541
 EW5541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5541'27.1 MI NW FROM OJAI.
 EW5541'O.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5541'OJAI, THENCE 26.15 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5541'WEST END OF A LONG TURN OFF, IN THE TOP OF THE CENTER OF THE NORTH
 EW5541'HEAD WALL OF CULVERT 37.14, 66.0 FT. EAST OF THE EAST END OF A 9 FT.
 EW5541'CUT BANK, 22.0 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY.
 EW5541
 EW5541                          STATION RECOVERY (1983)
 EW5541
 EW5541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5534 ***********************************************************************
 EW5534  DESIGNATION -  106 27 V CO
 EW5534  PID         -  EW5534
 EW5534  STATE/COUNTY-  CA/VENTURA
 EW5534  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5534
 EW5534                         *CURRENT SURVEY CONTROL
 EW5534  ___________________________________________________________________
 EW5534* NAD 83(1986)-  34 36 50.     (N)    119 22 13.     (W)     SCALED    
 EW5534* NAVD 88     -      1289.720  (meters)    4231.36   (feet)  READJUSTED
 EW5534  ___________________________________________________________________
 EW5534  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EW5534  DYNAMIC HT  -        1288.130 (meters)    4226.14  (feet)  COMP
 EW5534  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 EW5534  OBS GRAVITY -     979,365.7   (mgal)                       GRAV_OBS
 EW5534
 EW5534  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW5534
 EW5534.The horizontal coordinates were scaled from a topographic map and have
 EW5534.an estimated accuracy of +/- 6 seconds.
 EW5534
 EW5534.The orthometric height was determined by differential leveling
 EW5534.and adjusted in February 1993.
 EW5534.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW5534.distribution rate of 2.1 thru 3.0 mm/km.
 EW5534.The height was derived from older observations constrained to new
 EW5534.heights in a crustal motion area.  The height is approximate in
 EW5534.relation to other heights in its vicinity.
 EW5534
 EW5534.The geoid height was determined by GEOID03.
 EW5534
 EW5534.The dynamic height is computed by dividing the NAVD 88
 EW5534.geopotential number by the normal gravity value computed on the
 EW5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5534.degrees latitude (g = 980.6199 gals.).
 EW5534
 EW5534.The modeled gravity was interpolated from observed gravity values.
 EW5534.The observed gravity was obtained from relative gravimeter ties
 EW5534.to the IGSN71 gravity network.
 EW5534
 EW5534;                    North         East    Units  Estimated Accuracy
 EW5534;SPC CA 5     -   624,410.    1,874,340.      MT  (+/- 180 meters Scaled)
 EW5534
 EW5534                          SUPERSEDED SURVEY CONTROL
 EW5534
 EW5534.No superseded survey control is available for this station.
 EW5534
 EW5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU826327(NAD 83)
 EW5534_MARKER: DB = BENCH MARK DISK
 EW5534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5534_SP_SET: HEADWALL
 EW5534_STAMPING: 106-27 1974
 EW5534
 EW5534  HISTORY     - Date     Condition        Report By
 EW5534  HISTORY     - UNK      MONUMENTED
 EW5534  HISTORY     - 1977     GOOD             NGS
 EW5534
 EW5534                          STATION DESCRIPTION
 EW5534
 EW5534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5534'29.3 MI NW FROM OJAI.
 EW5534'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5534'OJAI, THENCE 28.35 MILES NORTHWEST ALONG STATE HIGHWAY 33, 0.15 MILE
 EW5534'NORTHWEST OF CONCRETE BRIDGE 52-84 OVER ADOBE CANYON, IN THE TOP
 EW5534'OF THE SOUTHWEST HEAD WALL OF CULVERT 39.26, 18.0 FT. SOUTHWEST OF
 EW5534'THE CENTER LINE OF THE HIGHWAY, 1-INCH NORTHWEST OF THE SOUTHEAST
 EW5534'END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2154 ***********************************************************************
 EV2154  DESIGNATION -  106 28
 EV2154  PID         -  EV2154
 EV2154  STATE/COUNTY-  CA/LOS ANGELES
 EV2154  USGS QUAD   -  LITTLEROCK (1992)
 EV2154
 EV2154                         *CURRENT SURVEY CONTROL
 EV2154  ___________________________________________________________________
 EV2154* NAD 83(1986)-  34 30 24.     (N)    117 55 18.     (W)     SCALED    
 EV2154* NAVD 88     -       935.354  (meters)    3068.74   (feet)  READJUSTED
 EV2154  ___________________________________________________________________
 EV2154  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV2154  DYNAMIC HT  -         934.240 (meters)    3065.09  (feet)  COMP
 EV2154  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 EV2154
 EV2154  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2154
 EV2154.The horizontal coordinates were scaled from a topographic map and have
 EV2154.an estimated accuracy of +/- 6 seconds.
 EV2154
 EV2154.The orthometric height was determined by differential leveling
 EV2154.and adjusted in February 1993.
 EV2154.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2154.distribution rate of 0.0 thru 1.0 mm/km.
 EV2154.The height was derived from older observations constrained to new
 EV2154.heights in a crustal motion area.  The height is approximate in
 EV2154.relation to other heights in its vicinity.
 EV2154
 EV2154.The geoid height was determined by GEOID03.
 EV2154
 EV2154.The dynamic height is computed by dividing the NAVD 88
 EV2154.geopotential number by the normal gravity value computed on the
 EV2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2154.degrees latitude (g = 980.6199 gals.).
 EV2154
 EV2154.The modeled gravity was interpolated from observed gravity values.
 EV2154
 EV2154;                    North         East    Units  Estimated Accuracy
 EV2154;SPC CA 5     -   611,670.    2,007,190.      MT  (+/- 180 meters Scaled)
 EV2154
 EV2154                          SUPERSEDED SURVEY CONTROL
 EV2154
 EV2154  NGVD 29 (??/??/92)  934.456  (m)         3065.79   (f) ADJ UNCH    1 1
 EV2154
 EV2154.Superseded values are not recommended for survey control.
 EV2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2154.See file dsdata.txt to determine how the superseded data were derived.
 EV2154
 EV2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU153187(NAD 83)
 EV2154_MARKER: DD = SURVEY DISK
 EV2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2154_STAMPING: BM 106-28 1958 5869
 EV2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2154+STABILITY: SURFACE MOTION
 EV2154
 EV2154  HISTORY     - Date     Condition        Report By
 EV2154  HISTORY     - 1958     MONUMENTED       CA-037
 EV2154  HISTORY     - 1971     GOOD             NGS
 EV2154  HISTORY     - 1977     GOOD             NGS
 EV2154
 EV2154                          STATION DESCRIPTION
 EV2154
 EV2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2154'4.5 MI E FROM LITTLEROCK.
 EV2154'4.5 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2154'LITTLEROCK, 0.05 MILE EAST OF THE JUNCTION OF NORTH 116TH
 EV2154'STREET EAST, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EV2154'4 1/2 FEET EAST OF POWER POLE 1062483E, 1.3 FEET NORTH OF A
 EV2154'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 EV2154'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EV2154'SEC 22, T 5 N, R 10 W.
 EV2154
 EV2154                          STATION RECOVERY (1977)
 EV2154
 EV2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2154'MODIFY- 4.6 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST
 EV2154'OFFICE AT LITTLEROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5133 ***********************************************************************
 EW5133  DESIGNATION -  106 28 V CO
 EW5133  PID         -  EW5133
 EW5133  STATE/COUNTY-  CA/VENTURA
 EW5133  USGS QUAD   -  REYES PEAK (1991)
 EW5133
 EW5133                         *CURRENT SURVEY CONTROL
 EW5133  ___________________________________________________________________
 EW5133* NAD 83(1986)-  34 37 42.     (N)    119 22 20.     (W)     SCALED    
 EW5133* NAVD 88     -      1352.084  (meters)    4435.96   (feet)  ADJUSTED  
 EW5133  ___________________________________________________________________
 EW5133  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EW5133  DYNAMIC HT  -        1350.404 (meters)    4430.45  (feet)  COMP
 EW5133  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 EW5133
 EW5133  VERT ORDER  -  FIRST     CLASS I
 EW5133
 EW5133.The horizontal coordinates were scaled from a topographic map and have
 EW5133.an estimated accuracy of +/- 6 seconds.
 EW5133
 EW5133.The orthometric height was determined by differential leveling
 EW5133.and adjusted in June 1991.
 EW5133
 EW5133.The geoid height was determined by GEOID03.
 EW5133
 EW5133.The dynamic height is computed by dividing the NAVD 88
 EW5133.geopotential number by the normal gravity value computed on the
 EW5133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5133.degrees latitude (g = 980.6199 gals.).
 EW5133
 EW5133.The modeled gravity was interpolated from observed gravity values.
 EW5133
 EW5133;                    North         East    Units  Estimated Accuracy
 EW5133;SPC CA 5     -   626,020.    1,874,180.      MT  (+/- 180 meters Scaled)
 EW5133
 EW5133                          SUPERSEDED SURVEY CONTROL
 EW5133
 EW5133  NGVD 29 (??/??/92) 1351.169  (m)         4432.96   (f) ADJ UNCH    1 1
 EW5133
 EW5133.Superseded values are not recommended for survey control.
 EW5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5133.See file dsdata.txt to determine how the superseded data were derived.
 EW5133
 EW5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU825343(NAD 83)
 EW5133_MARKER: DB = BENCH MARK DISK
 EW5133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5133_SP_SET: HEADWALL
 EW5133_STAMPING: 106-28 1974
 EW5133
 EW5133  HISTORY     - Date     Condition        Report By
 EW5133  HISTORY     - UNK      MONUMENTED
 EW5133  HISTORY     - 1977     GOOD             NGS
 EW5133  HISTORY     - 1983     GOOD             USGS
 EW5133
 EW5133                          STATION DESCRIPTION
 EW5133
 EW5133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5133'21.4 MI NW FROM OJAI.
 EW5133'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5133'OJAI, THENCE 20.45 MILES NORTHWEST ALONG STATE HIGHWAY 33, IN THE
 EW5133'CENTER OF THE WEST HEAD WALL OF CULVERT 40.38, 13.0 FT. WEST OF THE
 EW5133'CENTER LINE OF THE HIGHWAY.
 EW5133
 EW5133                          STATION RECOVERY (1983)
 EW5133
 EW5133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3207 ***********************************************************************
 EV3207  DESIGNATION -  106 29 A
 EV3207  PID         -  EV3207
 EV3207  STATE/COUNTY-  CA/LOS ANGELES
 EV3207  USGS QUAD   -  LITTLEROCK (1992)
 EV3207
 EV3207                         *CURRENT SURVEY CONTROL
 EV3207  ___________________________________________________________________
 EV3207* NAD 83(1986)-  34 30 22.     (N)    117 54 45.     (W)     SCALED    
 EV3207* NAVD 88     -       929.52   (+/-2cm)    3049.6    (feet)  VERTCON   
 EV3207  ___________________________________________________________________
 EV3207  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV3207  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3207
 EV3207.The horizontal coordinates were scaled from a topographic map and have
 EV3207.an estimated accuracy of +/- 6 seconds.
 EV3207
 EV3207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3207.The vertical order pertains to the NGVD 29 superseded value.
 EV3207
 EV3207.The geoid height was determined by GEOID03.
 EV3207
 EV3207;                    North         East    Units  Estimated Accuracy
 EV3207;SPC CA 5     -   611,610.    2,008,040.      MT  (+/- 180 meters Scaled)
 EV3207
 EV3207                          SUPERSEDED SURVEY CONTROL
 EV3207
 EV3207  NGVD 29 (??/??/92)  928.62   (m)         3046.6    (f) COMPUTED    1 1
 EV3207
 EV3207.Superseded values are not recommended for survey control.
 EV3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3207.See file dsdata.txt to determine how the superseded data were derived.
 EV3207
 EV3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU162186(NAD 83)
 EV3207_MARKER: DD = SURVEY DISK
 EV3207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3207_SP_SET: HEADWALL
 EV3207_STAMPING: BM 106-29 A RE 7078
 EV3207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3207
 EV3207  HISTORY     - Date     Condition        Report By
 EV3207  HISTORY     - UNK      MONUMENTED       CA-037
 EV3207  HISTORY     - 1973     GOOD             CA-037
 EV3207
 EV3207                          STATION DESCRIPTION
 EV3207
 EV3207'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EV3207'5.1 MI W FROM LLANO.
 EV3207'PEARBLOSSOM HIGHWAY AND 121ST STREET EAST, 402.0 FEET EAST FROM THE
 EV3207'APPROXIMATE CENTERLINE OF 121ST STREET EAST, 22.6 FEET SOUTHERLY FROM
 EV3207'THE APPROXIMATE CENTERLINE OF PEARBLOSSOM HIGHWAY, (STATE ROUTE 138),
 EV3207'AT HIGHWAY STATION I 850+00.  SET FLUSH IN TOP OF A CONCRETE HEADWALL,
 EV3207'MEASURING 7.0 FEET BY 0.8 FEET, NEAR THE EASTERLY END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5130 ***********************************************************************
 EW5130  DESIGNATION -  106 29 V CO
 EW5130  PID         -  EW5130
 EW5130  STATE/COUNTY-  CA/VENTURA
 EW5130  USGS QUAD   -  REYES PEAK (1991)
 EW5130
 EW5130                         *CURRENT SURVEY CONTROL
 EW5130  ___________________________________________________________________
 EW5130* NAD 83(1986)-  34 38 21.     (N)    119 22 24.     (W)     SCALED    
 EW5130* NAVD 88     -      1418.971  (meters)    4655.41   (feet)  READJUSTED
 EW5130  ___________________________________________________________________
 EW5130  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 EW5130  DYNAMIC HT  -        1417.190 (meters)    4649.56  (feet)  COMP
 EW5130  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 EW5130
 EW5130  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5130
 EW5130.The horizontal coordinates were scaled from a topographic map and have
 EW5130.an estimated accuracy of +/- 6 seconds.
 EW5130
 EW5130.The orthometric height was determined by differential leveling
 EW5130.and adjusted in February 1993.
 EW5130.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5130.distribution rate of 0.0 thru 1.0 mm/km.
 EW5130.The height was derived from older observations constrained to new
 EW5130.heights in a crustal motion area.  The height is approximate in
 EW5130.relation to other heights in its vicinity.
 EW5130
 EW5130.The geoid height was determined by GEOID03.
 EW5130
 EW5130.The dynamic height is computed by dividing the NAVD 88
 EW5130.geopotential number by the normal gravity value computed on the
 EW5130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5130.degrees latitude (g = 980.6199 gals.).
 EW5130
 EW5130.The modeled gravity was interpolated from observed gravity values.
 EW5130
 EW5130;                    North         East    Units  Estimated Accuracy
 EW5130;SPC CA 5     -   627,220.    1,874,100.      MT  (+/- 180 meters Scaled)
 EW5130
 EW5130                          SUPERSEDED SURVEY CONTROL
 EW5130
 EW5130  NGVD 29 (??/??/92) 1418.035  (m)         4652.34   (f) ADJ UNCH    1 1
 EW5130
 EW5130.Superseded values are not recommended for survey control.
 EW5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5130.See file dsdata.txt to determine how the superseded data were derived.
 EW5130
 EW5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU824355(NAD 83)
 EW5130_MARKER: DB = BENCH MARK DISK
 EW5130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5130_SP_SET: HEADWALL
 EW5130_STAMPING: 106-29 1974
 EW5130
 EW5130  HISTORY     - Date     Condition        Report By
 EW5130  HISTORY     - UNK      MONUMENTED
 EW5130  HISTORY     - 1977     GOOD             NGS
 EW5130
 EW5130                          STATION DESCRIPTION
 EW5130
 EW5130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5130'32.1 MI NW FROM OJAI.
 EW5130'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5130'OJAI, THENCE 31.2 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT A SMALL
 EW5130'TURN OFF, SET IN THE CENTER OF THE WEST HEAD WALL OF CULVERT 41.12,
 EW5130'13.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5591 ***********************************************************************
 EW5591  DESIGNATION -  106 3 V CO
 EW5591  PID         -  EW5591
 EW5591  STATE/COUNTY-  CA/VENTURA
 EW5591  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5591
 EW5591                         *CURRENT SURVEY CONTROL
 EW5591  ___________________________________________________________________
 EW5591* NAD 83(1986)-  34 30 20.     (N)    119 16 39.     (W)     SCALED    
 EW5591* NAVD 88     -       517.390  (meters)    1697.47   (feet)  ADJUSTED  
 EW5591  ___________________________________________________________________
 EW5591  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EW5591  DYNAMIC HT  -         516.815 (meters)    1695.58  (feet)  COMP
 EW5591  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 EW5591
 EW5591  VERT ORDER  -  FIRST     CLASS I
 EW5591
 EW5591.The horizontal coordinates were scaled from a topographic map and have
 EW5591.an estimated accuracy of +/- 6 seconds.
 EW5591
 EW5591.The orthometric height was determined by differential leveling
 EW5591.and adjusted in June 1991.
 EW5591
 EW5591.The geoid height was determined by GEOID03.
 EW5591
 EW5591.The dynamic height is computed by dividing the NAVD 88
 EW5591.geopotential number by the normal gravity value computed on the
 EW5591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5591.degrees latitude (g = 980.6199 gals.).
 EW5591
 EW5591.The modeled gravity was interpolated from observed gravity values.
 EW5591
 EW5591;                    North         East    Units  Estimated Accuracy
 EW5591;SPC CA 5     -   612,290.    1,882,690.      MT  (+/- 180 meters Scaled)
 EW5591
 EW5591                          SUPERSEDED SURVEY CONTROL
 EW5591
 EW5591  NGVD 29 (??/??/92)  516.594  (m)         1694.86   (f) ADJ UNCH    1 1
 EW5591
 EW5591.Superseded values are not recommended for survey control.
 EW5591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5591.See file dsdata.txt to determine how the superseded data were derived.
 EW5591
 EW5591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU909205(NAD 83)
 EW5591_MARKER: DB = BENCH MARK DISK
 EW5591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5591_SP_SET: ABUTMENT
 EW5591_STAMPING: 106-3 1974
 EW5591
 EW5591  HISTORY     - Date     Condition        Report By
 EW5591  HISTORY     - UNK      MONUMENTED
 EW5591  HISTORY     - 1977     GOOD             NGS
 EW5591  HISTORY     - 1983     GOOD             USGS
 EW5591
 EW5591                          STATION DESCRIPTION
 EW5591
 EW5591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5591'8.5 MI NW FROM OJAI.
 EW5591'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5591'OJAI, THENCE 7.5 MILES NORTHWEST ALONG STATE HIGHWAY 33, 0.1 MILE
 EW5591'SOUTHWEST OF TUNNEL 52-70, IN THE SOUTHEAST END OF THE SOUTHWEST
 EW5591'CONCRETE ABUTMENT OF BRIDGE 52-69 OVER MATILIJA NORTH FORK, 15.0 FT.
 EW5591'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FT. NORTHWEST OF THE
 EW5591'SOUTHEAST END OF THE ABUTMENT.
 EW5591
 EW5591                          STATION RECOVERY (1983)
 EW5591
 EW5591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2164 ***********************************************************************
 EV2164  DESIGNATION -  106 30 A
 EV2164  PID         -  EV2164
 EV2164  STATE/COUNTY-  CA/LOS ANGELES
 EV2164  USGS QUAD   -  LITTLEROCK (1992)
 EV2164
 EV2164                         *CURRENT SURVEY CONTROL
 EV2164  ___________________________________________________________________
 EV2164* NAD 83(1986)-  34 30 23.     (N)    117 54 18.     (W)     SCALED    
 EV2164* NAVD 88     -       930.24   (+/-2cm)    3052.0    (feet)  VERTCON   
 EV2164  ___________________________________________________________________
 EV2164  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV2164  VERT ORDER  -  THIRD (See Below)
 EV2164
 EV2164.The horizontal coordinates were scaled from a topographic map and have
 EV2164.an estimated accuracy of +/- 6 seconds.
 EV2164
 EV2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2164.The vertical order pertains to the NGVD 29 superseded value.
 EV2164
 EV2164.The geoid height was determined by GEOID03.
 EV2164
 EV2164;                    North         East    Units  Estimated Accuracy
 EV2164;SPC CA 5     -   611,640.    2,008,720.      MT  (+/- 180 meters Scaled)
 EV2164
 EV2164                          SUPERSEDED SURVEY CONTROL
 EV2164
 EV2164  NGVD 29 (??/??/??)  929.34   (m)         3049.0    (f) RESET       3  
 EV2164
 EV2164.Superseded values are not recommended for survey control.
 EV2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2164.See file dsdata.txt to determine how the superseded data were derived.
 EV2164
 EV2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU169186(NAD 83)
 EV2164_MARKER: Z = SEE DESCRIPTION
 EV2164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2164_SP_SET: CULVERT
 EV2164_STAMPING: LA CO RD DEPT BM
 EV2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2164
 EV2164  HISTORY     - Date     Condition        Report By
 EV2164  HISTORY     - UNK      MONUMENTED       CA-037
 EV2164  HISTORY     - 1968     GOOD             NGS
 EV2164
 EV2164                          STATION DESCRIPTION
 EV2164
 EV2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2164'4.8 MI W FROM LLANO.
 EV2164'PEARBLOSSOM HWY (STATE HWY 138) AND 126TH ST E, 54.0 FT E AND
 EV2164'22.0 FT S OF THE CENTER LINE INTERSECTION IN THE CENTER OF THE
 EV2164'S HEADWALL OF CULVERT I 872+80.  SET IN LEAD IN THE TOP OF
 EV2164'CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5086 ***********************************************************************
 EW5086  DESIGNATION -  106 30 V CO
 EW5086  PID         -  EW5086
 EW5086  STATE/COUNTY-  CA/VENTURA
 EW5086  USGS QUAD   -  REYES PEAK (1991)
 EW5086
 EW5086                         *CURRENT SURVEY CONTROL
 EW5086  ___________________________________________________________________
 EW5086* NAD 83(1986)-  34 38 58.     (N)    119 22 29.     (W)     SCALED    
 EW5086* NAVD 88     -      1498.326  (meters)    4915.76   (feet)  ADJUSTED  
 EW5086  ___________________________________________________________________
 EW5086  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EW5086  DYNAMIC HT  -        1496.436 (meters)    4909.56  (feet)  COMP
 EW5086  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 EW5086
 EW5086  VERT ORDER  -  FIRST     CLASS I
 EW5086
 EW5086.The horizontal coordinates were scaled from a topographic map and have
 EW5086.an estimated accuracy of +/- 6 seconds.
 EW5086
 EW5086.The orthometric height was determined by differential leveling
 EW5086.and adjusted in June 1991.
 EW5086.WARNING-Repeat measurements at this control monument indicate possible
 EW5086.vertical movement.
 EW5086
 EW5086.The geoid height was determined by GEOID03.
 EW5086
 EW5086.The dynamic height is computed by dividing the NAVD 88
 EW5086.geopotential number by the normal gravity value computed on the
 EW5086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5086.degrees latitude (g = 980.6199 gals.).
 EW5086
 EW5086.The modeled gravity was interpolated from observed gravity values.
 EW5086
 EW5086;                    North         East    Units  Estimated Accuracy
 EW5086;SPC CA 5     -   628,360.    1,873,990.      MT  (+/- 180 meters Scaled)
 EW5086
 EW5086                          SUPERSEDED SURVEY CONTROL
 EW5086
 EW5086  NGVD 29 (??/??/92) 1497.396  (m)         4912.71   (f) ADJ UNCH    1 1
 EW5086
 EW5086.Superseded values are not recommended for survey control.
 EW5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5086.See file dsdata.txt to determine how the superseded data were derived.
 EW5086
 EW5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU823367(NAD 83)
 EW5086_MARKER: DB = BENCH MARK DISK
 EW5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5086_SP_SET: CONCRETE POST
 EW5086_STAMPING: 106-30 1974
 EW5086
 EW5086  HISTORY     - Date     Condition        Report By
 EW5086  HISTORY     - UNK      MONUMENTED
 EW5086  HISTORY     - 1977     GOOD             NGS
 EW5086  HISTORY     - 1983     GOOD             USGS
 EW5086
 EW5086                          STATION DESCRIPTION
 EW5086
 EW5086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5086'32.0 MI NW FROM OJAI.
 EW5086'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5086'OJAI, THENCE 31.1 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT A SMALL
 EW5086'TURN OFF, 57.0 FT. EAST OF MILE MARKER 42.12, 38.0 FT. NORTH OF THE
 EW5086'CENTER LINE OF THE HIGHWAY, 5.1 FT. SOUTHEAST OF A 14-INCH PINE TREE.
 EW5086
 EW5086                          STATION RECOVERY (1983)
 EW5086
 EW5086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2167 ***********************************************************************
 EV2167  DESIGNATION -  106 31
 EV2167  PID         -  EV2167
 EV2167  STATE/COUNTY-  CA/LOS ANGELES
 EV2167  USGS QUAD   -  LITTLEROCK (1992)
 EV2167
 EV2167                         *CURRENT SURVEY CONTROL
 EV2167  ___________________________________________________________________
 EV2167* NAD 83(1986)-  34 30 24.     (N)    117 53 46.     (W)     SCALED    
 EV2167* NAVD 88     -       931.48   (+/-2cm)    3056.0    (feet)  VERTCON   
 EV2167  ___________________________________________________________________
 EV2167  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV2167  VERT ORDER  -  THIRD (See Below)
 EV2167
 EV2167.The horizontal coordinates were scaled from a topographic map and have
 EV2167.an estimated accuracy of +/- 6 seconds.
 EV2167
 EV2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2167.The vertical order pertains to the NGVD 29 superseded value.
 EV2167
 EV2167.The geoid height was determined by GEOID03.
 EV2167
 EV2167;                    North         East    Units  Estimated Accuracy
 EV2167;SPC CA 5     -   611,670.    2,009,540.      MT  (+/- 180 meters Scaled)
 EV2167
 EV2167                          SUPERSEDED SURVEY CONTROL
 EV2167
 EV2167  NGVD 29 (??/??/??)  930.58   (m)         3053.1    (f) RESET       3  
 EV2167
 EV2167.Superseded values are not recommended for survey control.
 EV2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2167.See file dsdata.txt to determine how the superseded data were derived.
 EV2167
 EV2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU177187(NAD 83)
 EV2167_MARKER: DD = SURVEY DISK
 EV2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2167_STAMPING: BM 106-31 1958 5869
 EV2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2167+STABILITY: SURFACE MOTION
 EV2167
 EV2167  HISTORY     - Date     Condition        Report By
 EV2167  HISTORY     - 1958     MONUMENTED       CA-037
 EV2167  HISTORY     - 1960     GOOD             NGS
 EV2167  HISTORY     - 1971     MARK NOT FOUND   NGS
 EV2167
 EV2167                          STATION DESCRIPTION
 EV2167
 EV2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EV2167'4.5 MI W FROM LLANO.
 EV2167'4.5 MILES WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2167'LLANO, 68 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF NORTH
 EV2167'131ST STREET EAST, 48 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 EV2167'HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF THE STREET, 64.1 FEET
 EV2167'NORTHWEST OF THE NORTHWEST CORNER OF A CHEVRON SERVICE STATION,
 EV2167'29 FEET SOUTHWEST OF TELEPHONE POLE 596376H, 1.4 FEET SOUTHEAST
 EV2167'OF A 4-BY 6-INCH POST SUPPORTING A KIWANIS INTERNATIONAL SIGN,
 EV2167'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EV2167'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2167
 EV2167                          STATION RECOVERY (1971)
 EV2167
 EV2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5083 ***********************************************************************
 EW5083  DESIGNATION -  106 31 V CO
 EW5083  PID         -  EW5083
 EW5083  STATE/COUNTY-  CA/VENTURA
 EW5083  USGS QUAD   -  RANCHO NUEVO CREEK (1991)
 EW5083
 EW5083                         *CURRENT SURVEY CONTROL
 EW5083  ___________________________________________________________________
 EW5083* NAD 83(1986)-  34 38 55.     (N)    119 23 01.     (W)     SCALED    
 EW5083* NAVD 88     -      1551.44   (+/-2cm)    5090.0    (feet)  VERTCON   
 EW5083  ___________________________________________________________________
 EW5083  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 EW5083  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5083
 EW5083.The horizontal coordinates were scaled from a topographic map and have
 EW5083.an estimated accuracy of +/- 6 seconds.
 EW5083
 EW5083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5083.The vertical order pertains to the NGVD 29 superseded value.
 EW5083
 EW5083.The geoid height was determined by GEOID03.
 EW5083
 EW5083;                    North         East    Units  Estimated Accuracy
 EW5083;SPC CA 5     -   628,280.    1,873,170.      MT  (+/- 180 meters Scaled)
 EW5083
 EW5083                          SUPERSEDED SURVEY CONTROL
 EW5083
 EW5083  NGVD 29 (??/??/92) 1550.50   (m)         5086.9    (f) COMPUTED    1 1
 EW5083
 EW5083.Superseded values are not recommended for survey control.
 EW5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5083.See file dsdata.txt to determine how the superseded data were derived.
 EW5083
 EW5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU815366(NAD 83)
 EW5083_MARKER: DB = BENCH MARK DISK
 EW5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5083_SP_SET: CONCRETE POST
 EW5083_STAMPING: 106-31 1974
 EW5083
 EW5083  HISTORY     - Date     Condition        Report By
 EW5083  HISTORY     - UNK      MONUMENTED
 EW5083  HISTORY     - 1977     GOOD             NGS
 EW5083
 EW5083                          STATION DESCRIPTION
 EW5083
 EW5083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5083'33.4 MI NW FROM OJAI.
 EW5083'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5083'OJAI, THENCE 32.5 MILES NORTHWEST ALONG STATE HIGHWAY 33,0.1 MILE
 EW5083'EAST OF THE JUNCTION OF AN ASPHALT ROAD LEADING SOUTH, AT A SMALL TURN
 EW5083'OFF, 49.0 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19.8 FT. NORTH
 EW5083'OF AND DOWN HILL FROM A TWIN TRUNK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2168 ***********************************************************************
 EV2168  DESIGNATION -  106 32
 EV2168  PID         -  EV2168
 EV2168  STATE/COUNTY-  CA/LOS ANGELES
 EV2168  USGS QUAD   -  LITTLEROCK (1992)
 EV2168
 EV2168                         *CURRENT SURVEY CONTROL
 EV2168  ___________________________________________________________________
 EV2168* NAD 83(1986)-  34 30 23.     (N)    117 53 13.     (W)     SCALED    
 EV2168* NAVD 88     -       943.812  (meters)    3096.49   (feet)  READJUSTED
 EV2168  ___________________________________________________________________
 EV2168  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2168  DYNAMIC HT  -         942.680 (meters)    3092.78  (feet)  COMP
 EV2168  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 EV2168
 EV2168  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2168
 EV2168.The horizontal coordinates were scaled from a topographic map and have
 EV2168.an estimated accuracy of +/- 6 seconds.
 EV2168
 EV2168.The orthometric height was determined by differential leveling
 EV2168.and adjusted in February 1993.
 EV2168.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2168.distribution rate of 0.0 thru 1.0 mm/km.
 EV2168.The height was derived from older observations constrained to new
 EV2168.heights in a crustal motion area.  The height is approximate in
 EV2168.relation to other heights in its vicinity.
 EV2168
 EV2168.The geoid height was determined by GEOID03.
 EV2168
 EV2168.The dynamic height is computed by dividing the NAVD 88
 EV2168.geopotential number by the normal gravity value computed on the
 EV2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2168.degrees latitude (g = 980.6199 gals.).
 EV2168
 EV2168.The modeled gravity was interpolated from observed gravity values.
 EV2168
 EV2168;                    North         East    Units  Estimated Accuracy
 EV2168;SPC CA 5     -   611,640.    2,010,380.      MT  (+/- 180 meters Scaled)
 EV2168
 EV2168                          SUPERSEDED SURVEY CONTROL
 EV2168
 EV2168  NGVD 29 (??/??/92)  942.911  (m)         3093.53   (f) ADJ UNCH    1 1
 EV2168
 EV2168.Superseded values are not recommended for survey control.
 EV2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2168.See file dsdata.txt to determine how the superseded data were derived.
 EV2168
 EV2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU185186(NAD 83)
 EV2168_MARKER: DD = SURVEY DISK
 EV2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2168_STAMPING: BM 106-32 1958 5869
 EV2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2168+STABILITY: SURFACE MOTION
 EV2168
 EV2168  HISTORY     - Date     Condition        Report By
 EV2168  HISTORY     - 1958     MONUMENTED       CA-037
 EV2168  HISTORY     - 1971     GOOD             NGS
 EV2168  HISTORY     - 1977     GOOD             NGS
 EV2168
 EV2168                          STATION DESCRIPTION
 EV2168
 EV2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2168'4 MI W FROM LLANO.
 EV2168'3.95 MILES WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2168'LLANO, 0.05 MILE EAST OF THE JUNCTION OF NORTH 136TH STREET
 EV2168'EAST, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 EV2168'SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 EV2168'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 EV2168'THE GROUND.  SEC 24, T 5 N, R 10 W.
 EV2168
 EV2168                          STATION RECOVERY (1977)
 EV2168
 EV2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5082 ***********************************************************************
 EW5082  DESIGNATION -  106 32 V CO
 EW5082  PID         -  EW5082
 EW5082  STATE/COUNTY-  CA/VENTURA
 EW5082  USGS QUAD   -  RANCHO NUEVO CREEK (1991)
 EW5082
 EW5082                         *CURRENT SURVEY CONTROL
 EW5082  ___________________________________________________________________
 EW5082* NAD 83(1986)-  34 39 11.     (N)    119 22 50.     (W)     SCALED    
 EW5082* NAVD 88     -      1524.185  (meters)    5000.60   (feet)  ADJUSTED  
 EW5082  ___________________________________________________________________
 EW5082  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 EW5082  DYNAMIC HT  -        1522.264 (meters)    4994.29  (feet)  COMP
 EW5082  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 EW5082  OBS GRAVITY -     979,316.4   (mgal)                       GRAV_OBS
 EW5082
 EW5082  VERT ORDER  -  FIRST     CLASS I
 EW5082
 EW5082.The horizontal coordinates were scaled from a topographic map and have
 EW5082.an estimated accuracy of +/- 6 seconds.
 EW5082
 EW5082.The orthometric height was determined by differential leveling
 EW5082.and adjusted in June 1991.
 EW5082.WARNING-Repeat measurements at this control monument indicate possible
 EW5082.vertical movement.
 EW5082
 EW5082.The geoid height was determined by GEOID03.
 EW5082
 EW5082.The dynamic height is computed by dividing the NAVD 88
 EW5082.geopotential number by the normal gravity value computed on the
 EW5082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5082.degrees latitude (g = 980.6199 gals.).
 EW5082
 EW5082.The modeled gravity was interpolated from observed gravity values.
 EW5082.The observed gravity was obtained from relative gravimeter ties
 EW5082.to the IGSN71 gravity network.
 EW5082
 EW5082;                    North         East    Units  Estimated Accuracy
 EW5082;SPC CA 5     -   628,770.    1,873,460.      MT  (+/- 180 meters Scaled)
 EW5082
 EW5082                          SUPERSEDED SURVEY CONTROL
 EW5082
 EW5082  NGVD 29 (??/??/92) 1523.250  (m)         4997.53   (f) ADJ UNCH    1 1
 EW5082
 EW5082.Superseded values are not recommended for survey control.
 EW5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5082.See file dsdata.txt to determine how the superseded data were derived.
 EW5082
 EW5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU818371(NAD 83)
 EW5082_MARKER: DB = BENCH MARK DISK
 EW5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5082_SP_SET: CONCRETE POST
 EW5082_STAMPING: 106-32 1974
 EW5082
 EW5082  HISTORY     - Date     Condition        Report By
 EW5082  HISTORY     - UNK      MONUMENTED
 EW5082  HISTORY     - 1977     GOOD             NGS
 EW5082  HISTORY     - 1983     GOOD             USGS
 EW5082
 EW5082                          STATION DESCRIPTION
 EW5082
 EW5082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5082'33.7 MI NW FROM OJAI.
 EW5082'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5082'OJAI, THENCE 32.8 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT THE SOUTH
 EW5082'END OF A TURN OFF, 115.0 FT. SOUTHEAST OF THE EAST END OF A 24-INCH
 EW5082'PIPE CULVERT UNDER THE HIGHWAY, 64.0 FT. EAST OF THE CENTER LINE OF
 EW5082'THE HIGHWAY.
 EW5082
 EW5082                          STATION RECOVERY (1983)
 EW5082
 EW5082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2170 ***********************************************************************
 EV2170  DESIGNATION -  106 33
 EV2170  PID         -  EV2170
 EV2170  STATE/COUNTY-  CA/LOS ANGELES
 EV2170  USGS QUAD   -  LITTLEROCK (1992)
 EV2170
 EV2170                         *CURRENT SURVEY CONTROL
 EV2170  ___________________________________________________________________
 EV2170* NAD 83(1986)-  34 30 22.     (N)    117 52 40.     (W)     SCALED    
 EV2170* NAVD 88     -       954.488  (meters)    3131.52   (feet)  READJUSTED
 EV2170  ___________________________________________________________________
 EV2170  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2170  DYNAMIC HT  -         953.340 (meters)    3127.75  (feet)  COMP
 EV2170  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 EV2170
 EV2170  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2170
 EV2170.The horizontal coordinates were scaled from a topographic map and have
 EV2170.an estimated accuracy of +/- 6 seconds.
 EV2170
 EV2170.The orthometric height was determined by differential leveling
 EV2170.and adjusted in February 1993.
 EV2170.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2170.distribution rate of 0.0 thru 1.0 mm/km.
 EV2170.The height was derived from older observations constrained to new
 EV2170.heights in a crustal motion area.  The height is approximate in
 EV2170.relation to other heights in its vicinity.
 EV2170
 EV2170.The geoid height was determined by GEOID03.
 EV2170
 EV2170.The dynamic height is computed by dividing the NAVD 88
 EV2170.geopotential number by the normal gravity value computed on the
 EV2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2170.degrees latitude (g = 980.6199 gals.).
 EV2170
 EV2170.The modeled gravity was interpolated from observed gravity values.
 EV2170
 EV2170;                    North         East    Units  Estimated Accuracy
 EV2170;SPC CA 5     -   611,610.    2,011,220.      MT  (+/- 180 meters Scaled)
 EV2170
 EV2170                          SUPERSEDED SURVEY CONTROL
 EV2170
 EV2170  NGVD 29 (??/??/92)  953.585  (m)         3128.55   (f) ADJ UNCH    1 1
 EV2170
 EV2170.Superseded values are not recommended for survey control.
 EV2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2170.See file dsdata.txt to determine how the superseded data were derived.
 EV2170
 EV2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU194186(NAD 83)
 EV2170_MARKER: DD = SURVEY DISK
 EV2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2170_STAMPING: BM 106-33 1958 5869
 EV2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2170+STABILITY: SURFACE MOTION
 EV2170
 EV2170  HISTORY     - Date     Condition        Report By
 EV2170  HISTORY     - 1958     MONUMENTED       CA-037
 EV2170  HISTORY     - 1971     GOOD             NGS
 EV2170  HISTORY     - 1977     GOOD             NGS
 EV2170
 EV2170                          STATION DESCRIPTION
 EV2170
 EV2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2170'3.4 MI W FROM LLANO.
 EV2170'3.4 MILES WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2170'LLANO, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.3
 EV2170'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 EV2170'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 EV2170'FOOT ABOVE THE GROUND.  SEC 24, T 5 N, R 10 W.
 EV2170
 EV2170                          STATION RECOVERY (1977)
 EV2170
 EV2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2124 ***********************************************************************
 EV2124  DESIGNATION -  106 34 A
 EV2124  PID         -  EV2124
 EV2124  STATE/COUNTY-  CA/LOS ANGELES
 EV2124  USGS QUAD   -  LOVEJOY BUTTES (1992)
 EV2124
 EV2124                         *CURRENT SURVEY CONTROL
 EV2124  ___________________________________________________________________
 EV2124* NAD 83(1986)-  34 30 24.     (N)    117 52 08.     (W)     SCALED    
 EV2124* NAVD 88     -       962.93   (+/-2cm)    3159.2    (feet)  VERTCON   
 EV2124  ___________________________________________________________________
 EV2124  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV2124  VERT ORDER  -  THIRD (See Below)
 EV2124
 EV2124.The horizontal coordinates were scaled from a topographic map and have
 EV2124.an estimated accuracy of +/- 6 seconds.
 EV2124
 EV2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2124.The vertical order pertains to the NGVD 29 superseded value.
 EV2124
 EV2124.The geoid height was determined by GEOID03.
 EV2124
 EV2124;                    North         East    Units  Estimated Accuracy
 EV2124;SPC CA 5     -   611,670.    2,012,040.      MT  (+/- 180 meters Scaled)
 EV2124
 EV2124                          SUPERSEDED SURVEY CONTROL
 EV2124
 EV2124  NGVD 29 (??/??/??)  962.03   (m)         3156.3    (f) RESET       3  
 EV2124
 EV2124.Superseded values are not recommended for survey control.
 EV2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2124.See file dsdata.txt to determine how the superseded data were derived.
 EV2124
 EV2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU202186(NAD 83)
 EV2124_MARKER: DD = SURVEY DISK
 EV2124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2124_SP_SET: WELL
 EV2124_STAMPING: BM 1965
 EV2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2124
 EV2124  HISTORY     - Date     Condition        Report By
 EV2124  HISTORY     - 1965     MONUMENTED       CA-037
 EV2124  HISTORY     - 1968     GOOD             NGS
 EV2124
 EV2124                          STATION DESCRIPTION
 EV2124
 EV2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2124'2.8 MI W FROM LLANO.
 EV2124'PEARBLOSSOM HWY (STATE HWY 138) 1.6 MI E OF LONGVIEW RD, 42.0
 EV2124'FT S OF CENTER LINE OF PEARBLOSSOM HWY, 19.0 FT S OF TELEPHONE
 EV2124'POLE NO. 495020H.  SET IN CONCRETE ABOUT 7 IN BELOW THE GROUND
 EV2124'SURFACE, IN A WELL, PROTECTED BY A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5127 ***********************************************************************
 EW5127  DESIGNATION -  106 34 V CO
 EW5127  PID         -  EW5127
 EW5127  STATE/COUNTY-  CA/VENTURA
 EW5127  USGS QUAD   -  REYES PEAK (1991)
 EW5127
 EW5127                         *CURRENT SURVEY CONTROL
 EW5127  ___________________________________________________________________
 EW5127* NAD 83(1986)-  34 39 45.     (N)    119 22 31.     (W)     SCALED    
 EW5127* NAVD 88     -      1436.599  (meters)    4713.24   (feet)  ADJUSTED  
 EW5127  ___________________________________________________________________
 EW5127  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 EW5127  DYNAMIC HT  -        1434.809 (meters)    4707.37  (feet)  COMP
 EW5127  MODELED GRAV-     979,337.4   (mgal)                       NAVD 88
 EW5127
 EW5127  VERT ORDER  -  FIRST     CLASS I
 EW5127
 EW5127.The horizontal coordinates were scaled from a topographic map and have
 EW5127.an estimated accuracy of +/- 6 seconds.
 EW5127
 EW5127.The orthometric height was determined by differential leveling
 EW5127.and adjusted in June 1991.
 EW5127
 EW5127.The geoid height was determined by GEOID03.
 EW5127
 EW5127.The dynamic height is computed by dividing the NAVD 88
 EW5127.geopotential number by the normal gravity value computed on the
 EW5127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5127.degrees latitude (g = 980.6199 gals.).
 EW5127
 EW5127.The modeled gravity was interpolated from observed gravity values.
 EW5127
 EW5127;                    North         East    Units  Estimated Accuracy
 EW5127;SPC CA 5     -   629,810.    1,873,950.      MT  (+/- 180 meters Scaled)
 EW5127
 EW5127                          SUPERSEDED SURVEY CONTROL
 EW5127
 EW5127  NGVD 29 (??/??/92) 1435.672  (m)         4710.20   (f) ADJ UNCH    1 1
 EW5127
 EW5127.Superseded values are not recommended for survey control.
 EW5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5127.See file dsdata.txt to determine how the superseded data were derived.
 EW5127
 EW5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU823381(NAD 83)
 EW5127_MARKER: DB = BENCH MARK DISK
 EW5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5127_SP_SET: CONCRETE POST
 EW5127_STAMPING: 106-34 1974
 EW5127
 EW5127  HISTORY     - Date     Condition        Report By
 EW5127  HISTORY     - UNK      MONUMENTED
 EW5127  HISTORY     - 1977     GOOD             NGS
 EW5127  HISTORY     - 1983     GOOD             USGS
 EW5127
 EW5127                          STATION DESCRIPTION
 EW5127
 EW5127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5127'38.65 MI SW FROM MARICOPA.
 EW5127'38.65 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5127'MARICOPA AT THE SOUTH END OF A TURN OFF, 36.3 FT. WEST OF THE CENTER
 EW5127'LINE OF THE HIGHWAY, 33.5 FT. SOUTH OF A LONE 6-INCH OAK TREE, 7.7
 EW5127'FT. SOUTHEAST OF THE SOUTHERN MOST ONE OF A GROUP OF 6 OAK TREES,
 EW5127'5 FT. NORTH OF THE NORTH END OF A CUT BANK.
 EW5127
 EW5127                          STATION RECOVERY (1983)
 EW5127
 EW5127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2126 ***********************************************************************
 EV2126  DESIGNATION -  106 35
 EV2126  PID         -  EV2126
 EV2126  STATE/COUNTY-  CA/LOS ANGELES
 EV2126  USGS QUAD   -  LOVEJOY BUTTES (1992)
 EV2126
 EV2126                         *CURRENT SURVEY CONTROL
 EV2126  ___________________________________________________________________
 EV2126* NAD 83(1986)-  34 30 21.     (N)    117 51 14.     (W)     SCALED    
 EV2126* NAVD 88     -       964.853  (meters)    3165.52   (feet)  READJUSTED
 EV2126  ___________________________________________________________________
 EV2126  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2126  DYNAMIC HT  -         963.690 (meters)    3161.71  (feet)  COMP
 EV2126  MODELED GRAV-     979,400.1   (mgal)                       NAVD 88
 EV2126
 EV2126  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2126
 EV2126.The horizontal coordinates were scaled from a topographic map and have
 EV2126.an estimated accuracy of +/- 6 seconds.
 EV2126
 EV2126.The orthometric height was determined by differential leveling
 EV2126.and adjusted in February 1993.
 EV2126.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2126.distribution rate of 0.0 thru 1.0 mm/km.
 EV2126.The height was derived from older observations constrained to new
 EV2126.heights in a crustal motion area.  The height is approximate in
 EV2126.relation to other heights in its vicinity.
 EV2126
 EV2126.The geoid height was determined by GEOID03.
 EV2126
 EV2126.The dynamic height is computed by dividing the NAVD 88
 EV2126.geopotential number by the normal gravity value computed on the
 EV2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2126.degrees latitude (g = 980.6199 gals.).
 EV2126
 EV2126.The modeled gravity was interpolated from observed gravity values.
 EV2126
 EV2126;                    North         East    Units  Estimated Accuracy
 EV2126;SPC CA 5     -   611,580.    2,013,420.      MT  (+/- 180 meters Scaled)
 EV2126
 EV2126                          SUPERSEDED SURVEY CONTROL
 EV2126
 EV2126  NGVD 29 (??/??/92)  963.946  (m)         3162.55   (f) ADJ UNCH    1 1
 EV2126
 EV2126.Superseded values are not recommended for survey control.
 EV2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2126.See file dsdata.txt to determine how the superseded data were derived.
 EV2126
 EV2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU216185(NAD 83)
 EV2126_MARKER: DD = SURVEY DISK
 EV2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2126_STAMPING: BM 106-35 1958 5869
 EV2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2126+STABILITY: SURFACE MOTION
 EV2126
 EV2126  HISTORY     - Date     Condition        Report By
 EV2126  HISTORY     - 1958     MONUMENTED       CA-037
 EV2126  HISTORY     - 1971     GOOD             NGS
 EV2126  HISTORY     - 1977     GOOD             NGS
 EV2126
 EV2126                          STATION DESCRIPTION
 EV2126
 EV2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2126'2 MI W FROM LLANO.
 EV2126'2.0 MILES WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2126'LLANO, AT THE JUNCTION OF A TRACK ROAD SOUTH, 45 1/2 FEET SOUTH
 EV2126'OF THE CENTER LINE OF THE HIGHWAY, 71 FEET WEST OF THE CENTER
 EV2126'LINE OF THE ROAD, 19 1/2 FEET EAST OF THE EXTENDED CENTER LINE
 EV2126'OF A TRACK ROAD NORTH, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT
 EV2126'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EV2126'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 19, T5N, R9W.
 EV2126
 EV2126                          STATION RECOVERY (1977)
 EV2126
 EV2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2126'OMIT-TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5121 ***********************************************************************
 EW5121  DESIGNATION -  106 35 V CO
 EW5121  PID         -  EW5121
 EW5121  STATE/COUNTY-  CA/VENTURA
 EW5121  USGS QUAD   -  REYES PEAK (1991)
 EW5121
 EW5121                         *CURRENT SURVEY CONTROL
 EW5121  ___________________________________________________________________
 EW5121* NAD 83(1986)-  34 39 58.     (N)    119 22 16.     (W)     SCALED    
 EW5121* NAVD 88     -      1325.427  (meters)    4348.51   (feet)  READJUSTED
 EW5121  ___________________________________________________________________
 EW5121  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 EW5121  DYNAMIC HT  -        1323.790 (meters)    4343.13  (feet)  COMP
 EW5121  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 EW5121
 EW5121  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5121
 EW5121.The horizontal coordinates were scaled from a topographic map and have
 EW5121.an estimated accuracy of +/- 6 seconds.
 EW5121
 EW5121.The orthometric height was determined by differential leveling
 EW5121.and adjusted in February 1993.
 EW5121.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5121.distribution rate of 1.1 thru 2.0 mm/km.
 EW5121.The height was derived from older observations constrained to new
 EW5121.heights in a crustal motion area.  The height is approximate in
 EW5121.relation to other heights in its vicinity.
 EW5121
 EW5121.The geoid height was determined by GEOID03.
 EW5121
 EW5121.The dynamic height is computed by dividing the NAVD 88
 EW5121.geopotential number by the normal gravity value computed on the
 EW5121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5121.degrees latitude (g = 980.6199 gals.).
 EW5121
 EW5121.The modeled gravity was interpolated from observed gravity values.
 EW5121
 EW5121;                    North         East    Units  Estimated Accuracy
 EW5121;SPC CA 5     -   630,210.    1,874,340.      MT  (+/- 180 meters Scaled)
 EW5121
 EW5121                          SUPERSEDED SURVEY CONTROL
 EW5121
 EW5121  NGVD 29 (??/??/92) 1324.503  (m)         4345.47   (f) ADJ UNCH    1 1
 EW5121
 EW5121.Superseded values are not recommended for survey control.
 EW5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5121.See file dsdata.txt to determine how the superseded data were derived.
 EW5121
 EW5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU827385(NAD 83)
 EW5121_MARKER: DB = BENCH MARK DISK
 EW5121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5121_SP_SET: CONCRETE POST
 EW5121_STAMPING: 106-35
 EW5121
 EW5121  HISTORY     - Date     Condition        Report By
 EW5121  HISTORY     - UNK      MONUMENTED
 EW5121  HISTORY     - 1977     GOOD             NGS
 EW5121  HISTORY     - 1983     MARK NOT FOUND   USGS
 EW5121
 EW5121                          STATION DESCRIPTION
 EW5121
 EW5121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5121'37.4 MI SW FROM MARICOPA.
 EW5121'37.4 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5121'MARICOPA AT THE JUNCTION OF A DIRT ROAD LEADING NORTH INSIDE A CURVE,
 EW5121'16.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FT. NORTH OF THE
 EW5121'NORTH CORNER OF A CONCRETE CATCH BASIN 45.27.
 EW5121
 EW5121                          STATION RECOVERY (1983)
 EW5121
 EW5121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5121'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2127 ***********************************************************************
 EV2127  DESIGNATION -  106 36
 EV2127  PID         -  EV2127
 EV2127  STATE/COUNTY-  CA/LOS ANGELES
 EV2127  USGS QUAD   -  LOVEJOY BUTTES (1992)
 EV2127
 EV2127                         *CURRENT SURVEY CONTROL
 EV2127  ___________________________________________________________________
 EV2127* NAD 83(1986)-  34 30 22.     (N)    117 50 48.     (W)     SCALED    
 EV2127* NAVD 88     -       965.59   (+/-2cm)    3167.9    (feet)  VERTCON   
 EV2127  ___________________________________________________________________
 EV2127  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2127  VERT ORDER  -  THIRD (See Below)
 EV2127
 EV2127.The horizontal coordinates were scaled from a topographic map and have
 EV2127.an estimated accuracy of +/- 6 seconds.
 EV2127
 EV2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2127.The vertical order pertains to the NGVD 29 superseded value.
 EV2127
 EV2127.The geoid height was determined by GEOID03.
 EV2127
 EV2127;                    North         East    Units  Estimated Accuracy
 EV2127;SPC CA 5     -   611,610.    2,014,080.      MT  (+/- 180 meters Scaled)
 EV2127
 EV2127                          SUPERSEDED SURVEY CONTROL
 EV2127
 EV2127  NGVD 29 (??/??/??)  964.68   (m)         3165.0    (f) RESET       3  
 EV2127
 EV2127.Superseded values are not recommended for survey control.
 EV2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2127.See file dsdata.txt to determine how the superseded data were derived.
 EV2127
 EV2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU222186(NAD 83)
 EV2127_MARKER: S = SPIKE
 EV2127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2127_SP_SET: BRIDGE
 EV2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2127
 EV2127  HISTORY     - Date     Condition        Report By
 EV2127  HISTORY     - UNK      MONUMENTED       CGS
 EV2127  HISTORY     - 1968     GOOD             NGS
 EV2127
 EV2127                          STATION DESCRIPTION
 EV2127
 EV2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2127'1.6 MI W FROM LLANO.
 EV2127'PEARBLOSSOM HWY (STATE HWY 138) 0.65 MI W OF 165TH ST E AT
 EV2127'CONCRETE BRIDGE NO. 53-314 (1948), 18 FT S OF CENTER LINE OF
 EV2127'PEARBLOSSOM HWY.  SET IN LEAD IN THE TOP OF THE SE CONCRETE
 EV2127'WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2130 ***********************************************************************
 EV2130  DESIGNATION -  106 38
 EV2130  PID         -  EV2130
 EV2130  STATE/COUNTY-  CA/LOS ANGELES
 EV2130  USGS QUAD   -  LOVEJOY BUTTES (1992)
 EV2130
 EV2130                         *CURRENT SURVEY CONTROL
 EV2130  ___________________________________________________________________
 EV2130* NAD 83(1986)-  34 30 23.     (N)    117 49 39.     (W)     SCALED    
 EV2130* NAVD 88     -       971.714  (meters)    3188.03   (feet)  READJUSTED
 EV2130  ___________________________________________________________________
 EV2130  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2130  DYNAMIC HT  -         970.540 (meters)    3184.18  (feet)  COMP
 EV2130  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 EV2130  OBS GRAVITY -     979,394.3   (mgal)                       GRAV_OBS
 EV2130
 EV2130  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2130
 EV2130.The horizontal coordinates were scaled from a topographic map and have
 EV2130.an estimated accuracy of +/- 6 seconds.
 EV2130
 EV2130.The orthometric height was determined by differential leveling
 EV2130.and adjusted in February 1993.
 EV2130.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2130.distribution rate of 0.0 thru 1.0 mm/km.
 EV2130.The height was derived from older observations constrained to new
 EV2130.heights in a crustal motion area.  The height is approximate in
 EV2130.relation to other heights in its vicinity.
 EV2130
 EV2130.The geoid height was determined by GEOID03.
 EV2130
 EV2130.The dynamic height is computed by dividing the NAVD 88
 EV2130.geopotential number by the normal gravity value computed on the
 EV2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2130.degrees latitude (g = 980.6199 gals.).
 EV2130
 EV2130.The modeled gravity was interpolated from observed gravity values.
 EV2130.The observed gravity was obtained from relative gravimeter ties
 EV2130.to the IGSN71 gravity network.
 EV2130
 EV2130;                    North         East    Units  Estimated Accuracy
 EV2130;SPC CA 5     -   611,650.    2,015,840.      MT  (+/- 180 meters Scaled)
 EV2130
 EV2130                          SUPERSEDED SURVEY CONTROL
 EV2130
 EV2130  NGVD 29 (??/??/92)  970.801  (m)         3185.04   (f) ADJ UNCH    1 1
 EV2130
 EV2130.Superseded values are not recommended for survey control.
 EV2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2130.See file dsdata.txt to determine how the superseded data were derived.
 EV2130
 EV2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU240186(NAD 83)
 EV2130_MARKER: DD = SURVEY DISK
 EV2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2130_STAMPING: 106-38 1958 5869
 EV2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2130+STABILITY: SURFACE MOTION
 EV2130
 EV2130  HISTORY     - Date     Condition        Report By
 EV2130  HISTORY     - 1958     MONUMENTED       CA-037
 EV2130  HISTORY     - 1971     GOOD             NGS
 EV2130  HISTORY     - 1977     GOOD             NGS
 EV2130
 EV2130                          STATION DESCRIPTION
 EV2130
 EV2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2130'0.5 MI W FROM LLANO.
 EV2130'0.5 MILE WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2130'LLANO, 44.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 103.0
 EV2130'FEET SOUTH OF THE SOUTHEAST CORNER OF THE REMAINS OF A ROCK
 EV2130'BUILDING, 53.5 FEET NORTHEAST OF POWER POLE 1404342E, 1.7 FEET
 EV2130'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 EV2130'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EV2130'THE GROUND.
 EV2130
 EV2130                          STATION RECOVERY (1977)
 EV2130
 EV2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5117 ***********************************************************************
 EW5117  DESIGNATION -  106 38 V CO
 EW5117  PID         -  EW5117
 EW5117  STATE/COUNTY-  CA/VENTURA
 EW5117  USGS QUAD   -  REYES PEAK (1991)
 EW5117
 EW5117                         *CURRENT SURVEY CONTROL
 EW5117  ___________________________________________________________________
 EW5117* NAD 83(1986)-  34 40 11.     (N)    119 22 03.     (W)     SCALED    
 EW5117* NAVD 88     -      1232.539  (meters)    4043.76   (feet)  ADJUSTED  
 EW5117  ___________________________________________________________________
 EW5117  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 EW5117  DYNAMIC HT  -        1231.028 (meters)    4038.80  (feet)  COMP
 EW5117  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 EW5117
 EW5117  VERT ORDER  -  FIRST     CLASS I
 EW5117
 EW5117.The horizontal coordinates were scaled from a topographic map and have
 EW5117.an estimated accuracy of +/- 6 seconds.
 EW5117
 EW5117.The orthometric height was determined by differential leveling
 EW5117.and adjusted in June 1991.
 EW5117.WARNING-Repeat measurements at this control monument indicate possible
 EW5117.vertical movement.
 EW5117
 EW5117.The geoid height was determined by GEOID03.
 EW5117
 EW5117.The dynamic height is computed by dividing the NAVD 88
 EW5117.geopotential number by the normal gravity value computed on the
 EW5117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5117.degrees latitude (g = 980.6199 gals.).
 EW5117
 EW5117.The modeled gravity was interpolated from observed gravity values.
 EW5117
 EW5117;                    North         East    Units  Estimated Accuracy
 EW5117;SPC CA 5     -   630,600.    1,874,680.      MT  (+/- 180 meters Scaled)
 EW5117
 EW5117                          SUPERSEDED SURVEY CONTROL
 EW5117
 EW5117  NGVD 29 (??/??/92) 1231.615  (m)         4040.72   (f) ADJ UNCH    1 1
 EW5117
 EW5117.Superseded values are not recommended for survey control.
 EW5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5117.See file dsdata.txt to determine how the superseded data were derived.
 EW5117
 EW5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU830389(NAD 83)
 EW5117_MARKER: DB = BENCH MARK DISK
 EW5117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5117_SP_SET: CONCRETE POST
 EW5117_STAMPING: 106-38 1974
 EW5117
 EW5117  HISTORY     - Date     Condition        Report By
 EW5117  HISTORY     - UNK      MONUMENTED
 EW5117  HISTORY     - 1977     GOOD             NGS
 EW5117  HISTORY     - 1983     GOOD             USGS
 EW5117
 EW5117                          STATION DESCRIPTION
 EW5117
 EW5117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5117'36.4 MI SOUTH FROM MARICOPA.
 EW5117'36.4 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5117'MARICOPA, 2.2 MILES SOUTH OF THE U.S. FOREST SERVICE OZENA STATION,
 EW5117'AT THE WEST END OF A LONG TURN OFF, AT THE WEST END OF CUT BANK,
 EW5117'80.4 FT. NORTHEAST OF AND ACROSS THE HIGHWAY FROM A STONE AND CEMENT
 EW5117'HEAD WALL TO A 12-INCH DRAIN PIPE, 38.2 FT. NORTH OF THE CENTER LINE
 EW5117'OF THE HIGHWAY.
 EW5117
 EW5117                          STATION RECOVERY (1983)
 EW5117
 EW5117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2131 ***********************************************************************
 EV2131  DESIGNATION -  106 39
 EV2131  PID         -  EV2131
 EV2131  STATE/COUNTY-  CA/LOS ANGELES
 EV2131  USGS QUAD   -  LOVEJOY BUTTES (1992)
 EV2131
 EV2131                         *CURRENT SURVEY CONTROL
 EV2131  ___________________________________________________________________
 EV2131* NAD 83(1986)-  34 30 22.     (N)    117 49 04.     (W)     SCALED    
 EV2131* NAVD 88     -       975.62   (+/-2cm)    3200.8    (feet)  VERTCON   
 EV2131  ___________________________________________________________________
 EV2131  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2131  VERT ORDER  -  THIRD (See Below)
 EV2131
 EV2131.The horizontal coordinates were scaled from a topographic map and have
 EV2131.an estimated accuracy of +/- 6 seconds.
 EV2131
 EV2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2131.The vertical order pertains to the NGVD 29 superseded value.
 EV2131
 EV2131.The geoid height was determined by GEOID03.
 EV2131
 EV2131;                    North         East    Units  Estimated Accuracy
 EV2131;SPC CA 5     -   611,620.    2,016,730.      MT  (+/- 180 meters Scaled)
 EV2131
 EV2131                          SUPERSEDED SURVEY CONTROL
 EV2131
 EV2131  NGVD 29 (??/??/??)  974.71   (m)         3197.9    (f) RESET       3  
 EV2131
 EV2131.Superseded values are not recommended for survey control.
 EV2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2131.See file dsdata.txt to determine how the superseded data were derived.
 EV2131
 EV2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU249185(NAD 83)
 EV2131_MARKER: DD = SURVEY DISK
 EV2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2131_STAMPING: BM 106-39 1958 5869
 EV2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2131+STABILITY: SURFACE MOTION
 EV2131
 EV2131  HISTORY     - Date     Condition        Report By
 EV2131  HISTORY     - 1958     MONUMENTED       CA-037
 EV2131  HISTORY     - 1968     GOOD             NGS
 EV2131
 EV2131                          STATION DESCRIPTION
 EV2131
 EV2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2131'AT LLANO.
 EV2131'PEARBLOSSOM HWY (STATE HWY 138) AND 175TH ST E, 80.0 FT E
 EV2131'OF THE CENTER LINE OF 175TH ST E, 59.5 FT E-SOUTHEASTERLY OF
 EV2131'POWER POLE NO. 1404331E, 45.0 FT NORTHEASTERLY OF THE CENTER
 EV2131'LINE OF PEARBLOSSOM HWY AT POINT WHERE THE HWY CURVES TO THE
 EV2131'SE.  SET IN THE TOP OF A 12 IN CONCRETE POST PROJECTING ABOUT
 EV2131'4 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5111 ***********************************************************************
 EW5111  DESIGNATION -  106 39 V CO
 EW5111  PID         -  EW5111
 EW5111  STATE/COUNTY-  CA/VENTURA
 EW5111  USGS QUAD   -  REYES PEAK (1991)
 EW5111
 EW5111                         *CURRENT SURVEY CONTROL
 EW5111  ___________________________________________________________________
 EW5111* NAD 83(1986)-  34 40 41.     (N)    119 21 44.     (W)     SCALED    
 EW5111* NAVD 88     -      1113.336  (meters)    3652.67   (feet)  ADJUSTED  
 EW5111  ___________________________________________________________________
 EW5111  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 EW5111  DYNAMIC HT  -        1111.989 (meters)    3648.25  (feet)  COMP
 EW5111  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 EW5111
 EW5111  VERT ORDER  -  FIRST     CLASS I
 EW5111
 EW5111.The horizontal coordinates were scaled from a topographic map and have
 EW5111.an estimated accuracy of +/- 6 seconds.
 EW5111
 EW5111.The orthometric height was determined by differential leveling
 EW5111.and adjusted in June 1991.
 EW5111.WARNING-Repeat measurements at this control monument indicate possible
 EW5111.vertical movement.
 EW5111
 EW5111.The geoid height was determined by GEOID03.
 EW5111
 EW5111.The dynamic height is computed by dividing the NAVD 88
 EW5111.geopotential number by the normal gravity value computed on the
 EW5111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5111.degrees latitude (g = 980.6199 gals.).
 EW5111
 EW5111.The modeled gravity was interpolated from observed gravity values.
 EW5111
 EW5111;                    North         East    Units  Estimated Accuracy
 EW5111;SPC CA 5     -   631,520.    1,875,170.      MT  (+/- 180 meters Scaled)
 EW5111
 EW5111                          SUPERSEDED SURVEY CONTROL
 EW5111
 EW5111  NGVD 29 (??/??/92) 1112.420  (m)         3649.66   (f) ADJ UNCH    1 1
 EW5111
 EW5111.Superseded values are not recommended for survey control.
 EW5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5111.See file dsdata.txt to determine how the superseded data were derived.
 EW5111
 EW5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU835398(NAD 83)
 EW5111_MARKER: DB = BENCH MARK DISK
 EW5111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5111_SP_SET: CONCRETE POST
 EW5111_STAMPING: 106-39 1974
 EW5111
 EW5111  HISTORY     - Date     Condition        Report By
 EW5111  HISTORY     - UNK      MONUMENTED
 EW5111  HISTORY     - 1977     GOOD             NGS
 EW5111  HISTORY     - 1983     GOOD             USGS
 EW5111
 EW5111                          STATION DESCRIPTION
 EW5111
 EW5111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5111'34.8 MI SW FROM MARICOPA.
 EW5111'34.8 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5111'MARICOPA, 0.6 MILE SOUTH OF THE U.S. FOREST SERVICE OZENA STATION, AT
 EW5111'A TURN OFF, 110 FT. SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTH
 EW5111'ONE OF 2 POSTS SUPPORTING A SIGN READING CAMPGROUND STOVES ONLY, 49.0
 EW5111'FT. SOUTHEAST OF THE EAST END OF A CUT BANK 47.0 FT. SOUTH OF THE
 EW5111'CENTER LINE OF THE HIGHWAY.
 EW5111
 EW5111                          STATION RECOVERY (1983)
 EW5111
 EW5111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5589 ***********************************************************************
 EW5589  DESIGNATION -  106 4 V CO
 EW5589  PID         -  EW5589
 EW5589  STATE/COUNTY-  CA/VENTURA
 EW5589  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5589
 EW5589                         *CURRENT SURVEY CONTROL
 EW5589  ___________________________________________________________________
 EW5589* NAD 83(1986)-  34 30 38.     (N)    119 16 30.     (W)     SCALED    
 EW5589* NAVD 88     -       542.773  (meters)    1780.75   (feet)  ADJUSTED  
 EW5589  ___________________________________________________________________
 EW5589  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 EW5589  DYNAMIC HT  -         542.169 (meters)    1778.77  (feet)  COMP
 EW5589  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 EW5589
 EW5589  VERT ORDER  -  FIRST     CLASS I
 EW5589
 EW5589.The horizontal coordinates were scaled from a topographic map and have
 EW5589.an estimated accuracy of +/- 6 seconds.
 EW5589
 EW5589.The orthometric height was determined by differential leveling
 EW5589.and adjusted in June 1991.
 EW5589.WARNING-Repeat measurements at this control monument indicate possible
 EW5589.vertical movement.
 EW5589
 EW5589.The geoid height was determined by GEOID03.
 EW5589
 EW5589.The dynamic height is computed by dividing the NAVD 88
 EW5589.geopotential number by the normal gravity value computed on the
 EW5589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5589.degrees latitude (g = 980.6199 gals.).
 EW5589
 EW5589.The modeled gravity was interpolated from observed gravity values.
 EW5589
 EW5589;                    North         East    Units  Estimated Accuracy
 EW5589;SPC CA 5     -   612,840.    1,882,930.      MT  (+/- 180 meters Scaled)
 EW5589
 EW5589                          SUPERSEDED SURVEY CONTROL
 EW5589
 EW5589  NGVD 29 (??/??/92)  541.983  (m)         1778.16   (f) ADJ UNCH    1 1
 EW5589
 EW5589.Superseded values are not recommended for survey control.
 EW5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5589.See file dsdata.txt to determine how the superseded data were derived.
 EW5589
 EW5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU911211(NAD 83)
 EW5589_MARKER: DB = BENCH MARK DISK
 EW5589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5589_SP_SET: CONCRETE POST
 EW5589_STAMPING: 106-4 1974
 EW5589
 EW5589  HISTORY     - Date     Condition        Report By
 EW5589  HISTORY     - UNK      MONUMENTED
 EW5589  HISTORY     - 1977     GOOD             NGS
 EW5589  HISTORY     - 1983     POOR             USGS
 EW5589
 EW5589                          STATION DESCRIPTION
 EW5589
 EW5589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5589'8.85 MI NORTH FROM OJAI.
 EW5589'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5589'OJAI, THENCE 7.9 MILES NORTHWEST ALONG STATE HIGHWAY 33 , 0.1 MILE
 EW5589'SOUTH OF THE ENTRANCE TO WHEELER GORGE CAMP GROUNDS, ON THE OUTSIDE OF
 EW5589'A CURVE, 170.0 FT. SOUTH OF MILE POST 19.10, 25.0 FT. WEST OF THE
 EW5589'CENTER LINE OF THE HIGHWAY, 2.5 FT. WEST OF POWER POLE 5223784.
 EW5589
 EW5589                          STATION RECOVERY (1983)
 EW5589
 EW5589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5589'RECOVERED IN POOR CONDITION.  BM IS EXTREMELY UNSTABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5109 ***********************************************************************
 EW5109  DESIGNATION -  106 40 V CO
 EW5109  PID         -  EW5109
 EW5109  STATE/COUNTY-  CA/VENTURA
 EW5109  USGS QUAD   -  REYES PEAK (1991)
 EW5109
 EW5109                         *CURRENT SURVEY CONTROL
 EW5109  ___________________________________________________________________
 EW5109* NAD 83(1986)-  34 41 01.     (N)    119 21 19.     (W)     SCALED    
 EW5109* NAVD 88     -      1088.364  (meters)    3570.74   (feet)  ADJUSTED  
 EW5109  ___________________________________________________________________
 EW5109  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EW5109  DYNAMIC HT  -        1087.051 (meters)    3566.43  (feet)  COMP
 EW5109  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 EW5109
 EW5109  VERT ORDER  -  FIRST     CLASS I
 EW5109
 EW5109.The horizontal coordinates were scaled from a topographic map and have
 EW5109.an estimated accuracy of +/- 6 seconds.
 EW5109
 EW5109.The orthometric height was determined by differential leveling
 EW5109.and adjusted in June 1991.
 EW5109.WARNING-Repeat measurements at this control monument indicate possible
 EW5109.vertical movement.
 EW5109
 EW5109.The geoid height was determined by GEOID03.
 EW5109
 EW5109.The dynamic height is computed by dividing the NAVD 88
 EW5109.geopotential number by the normal gravity value computed on the
 EW5109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5109.degrees latitude (g = 980.6199 gals.).
 EW5109
 EW5109.The modeled gravity was interpolated from observed gravity values.
 EW5109
 EW5109;                    North         East    Units  Estimated Accuracy
 EW5109;SPC CA 5     -   632,130.    1,875,820.      MT  (+/- 180 meters Scaled)
 EW5109
 EW5109                          SUPERSEDED SURVEY CONTROL
 EW5109
 EW5109  NGVD 29 (??/??/92) 1087.454  (m)         3567.76   (f) ADJ UNCH    1 1
 EW5109
 EW5109.Superseded values are not recommended for survey control.
 EW5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5109.See file dsdata.txt to determine how the superseded data were derived.
 EW5109
 EW5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU842404(NAD 83)
 EW5109_MARKER: DB = BENCH MARK DISK
 EW5109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5109_SP_SET: CONCRETE POST
 EW5109_STAMPING: 106-40 1974
 EW5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5109+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 EW5109
 EW5109  HISTORY     - Date     Condition        Report By
 EW5109  HISTORY     - UNK      MONUMENTED
 EW5109  HISTORY     - 1977     GOOD             NGS
 EW5109  HISTORY     - 1983     GOOD             USGS
 EW5109  HISTORY     - 20031126 GOOD             GEOCAC
 EW5109
 EW5109                          STATION DESCRIPTION
 EW5109
 EW5109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5109'34.2 MI SW FROM MARICOPA.
 EW5109'34.2 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5109'MARICOPA, 0.2 MILE SOUTH OF THE JUNCTION OF LOCKWOOD VALLEY ROAD, AT
 EW5109'THE U.S. FOREST SERVICE OZENA STATION, 113.0 FT. NORTHWEST OF AND
 EW5109'ACROSS THE HIGHWAY FROM POWER POLE 351606E, 59.5 FT. WEST OF THE
 EW5109'CENTER LINE OF THE HIGHWAY, 27.0 FT. SOUTH OF THE T-JUNCTION OF
 EW5109'FENCES, 6.1 FT. NORTH OF THE NORTH POST OF A METAL GATE, 1.8 FT.
 EW5109'EAST OF A FENCE.
 EW5109
 EW5109                          STATION RECOVERY (1983)
 EW5109
 EW5109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5109'RECOVERED IN GOOD CONDITION.
 EW5109
 EW5109                          STATION RECOVERY (2003)
 EW5109
 EW5109'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW5109'THE FENCE IS NOW MOSTLY JUST STRANDS OF BARBED WIRE, BUT THE GATE IS
 EW5109'IN FAIR SHAPE.  THE POWER POLE IS ACTUALLY 851606E.  THERE IS A
 EW5109'FOUR-FOOT HIGH, METAL WITNESS POST, WITH WHITE PAINT ON THE TOP TEN
 EW5109'INCHES, ONE FOOT NORTHERLY OF THE DISK.  ALL ELSE IS AS DESCRIBED IN
 EW5109'1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2687 ***********************************************************************
 EV2687  DESIGNATION -  106 41
 EV2687  PID         -  EV2687
 EV2687  STATE/COUNTY-  CA/LOS ANGELES
 EV2687  USGS QUAD   -  VALYERMO (1995)
 EV2687
 EV2687                         *CURRENT SURVEY CONTROL
 EV2687  ___________________________________________________________________
 EV2687* NAD 83(1992)-  34 29 54.86054(N)    117 48 25.61358(W)     ADJUSTED  
 EV2687* NAVD 88     -      1001.981  (meters)    3287.33   (feet)  READJUSTED
 EV2687  ___________________________________________________________________
 EV2687  EPOCH DATE  -        1991.35
 EV2687  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 EV2687  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2687  DYNAMIC HT  -        1000.760 (meters)    3283.33  (feet)  COMP
 EV2687  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 EV2687
 EV2687  HORZ ORDER  -  SECOND
 EV2687  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2687
 EV2687.The horizontal coordinates were established by classical geodetic methods
 EV2687.and adjusted by the National Geodetic Survey in June 1996.
 EV2687.The horizontal coordinates are valid at the epoch date displayed above.
 EV2687.The epoch date for horizontal control is a decimal equivalence
 EV2687.of Year/Month/Day.
 EV2687
 EV2687.The orthometric height was determined by differential leveling
 EV2687.and adjusted in February 1993.
 EV2687.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2687.distribution rate of 0.0 thru 1.0 mm/km.
 EV2687.The height was derived from older observations constrained to new
 EV2687.heights in a crustal motion area.  The height is approximate in
 EV2687.relation to other heights in its vicinity.
 EV2687
 EV2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV2687
 EV2687.The geoid height was determined by GEOID03.
 EV2687
 EV2687.The dynamic height is computed by dividing the NAVD 88
 EV2687.geopotential number by the normal gravity value computed on the
 EV2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2687.degrees latitude (g = 980.6199 gals.).
 EV2687
 EV2687.The modeled gravity was interpolated from observed gravity values.
 EV2687
 EV2687;                    North         East     Units Scale Factor Converg.
 EV2687;SPC CA 5     -   610,783.243 2,017,713.648   MT  0.99993178   +0 06 35.8
 EV2687;SPC CA 5     - 2,003,878.02  6,619,782.19   sFT  0.99993178   +0 06 35.8
 EV2687;UTM  11      - 3,817,734.552   425,902.085   MT  0.99966767   -0 27 25.8
 EV2687
 EV2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV2687!SPC CA 5     -   0.99984771  x   0.99993178  =   0.99977950
 EV2687!UTM  11      -   0.99984771  x   0.99966767  =   0.99951543
 EV2687
 EV2687                          SUPERSEDED SURVEY CONTROL
 EV2687
 EV2687  NAD 83(1986)-  34 29 54.86423(N)    117 48 25.61343(W) AD(1984.00) 2
 EV2687  NAD 27      -  34 29 54.88007(N)    117 48 22.38785(W) AD(       ) 2
 EV2687  NGVD 29 (??/??/92) 1001.058  (m)         3284.30   (f) ADJ UNCH    1 1
 EV2687
 EV2687.Superseded values are not recommended for survey control.
 EV2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2687.See file dsdata.txt to determine how the superseded data were derived.
 EV2687
 EV2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU2590217735(NAD 83)
 EV2687_MARKER: DD = SURVEY DISK
 EV2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2687_STAMPING: BM 106-41 1958 5869
 EV2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2687+STABILITY: SURFACE MOTION
 EV2687
 EV2687  HISTORY     - Date     Condition        Report By
 EV2687  HISTORY     - 1964     MONUMENTED       CGS
 EV2687  HISTORY     - 1971     GOOD             NGS
 EV2687  HISTORY     - 1977     GOOD             NGS
 EV2687
 EV2687                          STATION DESCRIPTION
 EV2687
 EV2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EV2687'SEE STATION CURVE.
 EV2687
 EV2687                          STATION RECOVERY (1971)
 EV2687
 EV2687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2687'0.8 MI SE FROM LLANO.
 EV2687'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2687'LLANO, AT THE JUNCTION OF AVENUE W, AT THE CROSSING OF A POWER LINE,
 EV2687'ON THE OUTSIDE OF A SHARP CURVE, 93.0 FEET SOUTH OF THE CENTER LINE
 EV2687'OF THE HIGHWAY, 54 FEET SOUTH OF POWER POLE 1404305E, 157 FEET
 EV2687'SOUTHEAST OF THE CENTER OF THE JUNCTION, 119.5 FEET WEST OF THE
 EV2687'WEST END OF THE SOUTH CONCRETE HEAD WALL OF CULVERT 65+50, 1.2
 EV2687'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 EV2687'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EV2687'GROUND.
 EV2687
 EV2687                          STATION RECOVERY (1977)
 EV2687
 EV2687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2684 ***********************************************************************
 EV2684  DESIGNATION -  106 42
 EV2684  PID         -  EV2684
 EV2684  STATE/COUNTY-  CA/LOS ANGELES
 EV2684  USGS QUAD   -  VALYERMO (1995)
 EV2684
 EV2684                         *CURRENT SURVEY CONTROL
 EV2684  ___________________________________________________________________
 EV2684* NAD 83(1986)-  34 29 56.     (N)    117 47 58.     (W)     SCALED    
 EV2684* NAVD 88     -      1006.789  (meters)    3303.11   (feet)  READJUSTED
 EV2684  ___________________________________________________________________
 EV2684  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2684  DYNAMIC HT  -        1005.560 (meters)    3299.07  (feet)  COMP
 EV2684  MODELED GRAV-     979,383.2   (mgal)                       NAVD 88
 EV2684  OBS GRAVITY -     979,385.6   (mgal)                       GRAV_OBS
 EV2684
 EV2684  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2684
 EV2684.The horizontal coordinates were scaled from a topographic map and have
 EV2684.an estimated accuracy of +/- 6 seconds.
 EV2684
 EV2684.The orthometric height was determined by differential leveling
 EV2684.and adjusted in February 1993.
 EV2684.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2684.distribution rate of 0.0 thru 1.0 mm/km.
 EV2684.The height was derived from older observations constrained to new
 EV2684.heights in a crustal motion area.  The height is approximate in
 EV2684.relation to other heights in its vicinity.
 EV2684
 EV2684.The geoid height was determined by GEOID03.
 EV2684
 EV2684.The dynamic height is computed by dividing the NAVD 88
 EV2684.geopotential number by the normal gravity value computed on the
 EV2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2684.degrees latitude (g = 980.6199 gals.).
 EV2684
 EV2684.The modeled gravity was interpolated from observed gravity values.
 EV2684.The observed gravity was obtained from relative gravimeter ties
 EV2684.to the IGSN71 gravity network.
 EV2684
 EV2684;                    North         East    Units  Estimated Accuracy
 EV2684;SPC CA 5     -   610,820.    2,018,420.      MT  (+/- 180 meters Scaled)
 EV2684
 EV2684                          SUPERSEDED SURVEY CONTROL
 EV2684
 EV2684  NGVD 29 (??/??/92) 1005.864  (m)         3300.07   (f) ADJ UNCH    1 1
 EV2684
 EV2684.Superseded values are not recommended for survey control.
 EV2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2684.See file dsdata.txt to determine how the superseded data were derived.
 EV2684
 EV2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU266177(NAD 83)
 EV2684_MARKER: DD = SURVEY DISK
 EV2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2684_STAMPING: BM 106-42 1958 5869
 EV2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2684+STABILITY: SURFACE MOTION
 EV2684
 EV2684  HISTORY     - Date     Condition        Report By
 EV2684  HISTORY     - 1958     MONUMENTED       CA-037
 EV2684  HISTORY     - 1971     GOOD             NGS
 EV2684  HISTORY     - 1977     GOOD             NGS
 EV2684
 EV2684                          STATION DESCRIPTION
 EV2684
 EV2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2684'1.4 MI SE FROM LLANO.
 EV2684'1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 EV2684'AT LLANO, ACROSS THE HIGHWAY FROM A JUNKYARD, 35.5 FEET NORTH OF
 EV2684'THE CENTER LINE OF THE HIGHWAY, 156.0 FEET EAST OF THE NORTH END
 EV2684'OF 24-INCH PIPE CULVERT H 1204+10, 7 1/2 FEET SOUTH OF POWER POLE
 EV2684'1404393E, 37.6 FEET EAST OF PADDLE BOARD 138-LA-66/00, ABOUT LEVEL
 EV2684'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV2684'0.3 FOOT ABOVE THE GROUND.
 EV2684
 EV2684                          STATION RECOVERY (1977)
 EV2684
 EV2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2683 ***********************************************************************
 EV2683  DESIGNATION -  106 43
 EV2683  PID         -  EV2683
 EV2683  STATE/COUNTY-  CA/LOS ANGELES
 EV2683  USGS QUAD   -  VALYERMO (1995)
 EV2683
 EV2683                         *CURRENT SURVEY CONTROL
 EV2683  ___________________________________________________________________
 EV2683* NAD 83(1986)-  34 29 56.     (N)    117 47 20.     (W)     SCALED    
 EV2683* NAVD 88     -      1019.878  (meters)    3346.05   (feet)  READJUSTED
 EV2683  ___________________________________________________________________
 EV2683  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2683  DYNAMIC HT  -        1018.630 (meters)    3341.96  (feet)  COMP
 EV2683  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 EV2683
 EV2683  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2683
 EV2683.The horizontal coordinates were scaled from a topographic map and have
 EV2683.an estimated accuracy of +/- 6 seconds.
 EV2683
 EV2683.The orthometric height was determined by differential leveling
 EV2683.and adjusted in February 1993.
 EV2683.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2683.distribution rate of 0.0 thru 1.0 mm/km.
 EV2683.The height was derived from older observations constrained to new
 EV2683.heights in a crustal motion area.  The height is approximate in
 EV2683.relation to other heights in its vicinity.
 EV2683
 EV2683.The geoid height was determined by GEOID03.
 EV2683
 EV2683.The dynamic height is computed by dividing the NAVD 88
 EV2683.geopotential number by the normal gravity value computed on the
 EV2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2683.degrees latitude (g = 980.6199 gals.).
 EV2683
 EV2683.The modeled gravity was interpolated from observed gravity values.
 EV2683
 EV2683;                    North         East    Units  Estimated Accuracy
 EV2683;SPC CA 5     -   610,820.    2,019,390.      MT  (+/- 180 meters Scaled)
 EV2683
 EV2683                          SUPERSEDED SURVEY CONTROL
 EV2683
 EV2683  NGVD 29 (??/??/92) 1018.951  (m)         3343.01   (f) ADJ UNCH    1 1
 EV2683
 EV2683.Superseded values are not recommended for survey control.
 EV2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2683.See file dsdata.txt to determine how the superseded data were derived.
 EV2683
 EV2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU275177(NAD 83)
 EV2683_MARKER: DD = SURVEY DISK
 EV2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2683_STAMPING: BM 106-43 1958 5869
 EV2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2683+STABILITY: SURFACE MOTION
 EV2683
 EV2683  HISTORY     - Date     Condition        Report By
 EV2683  HISTORY     - 1958     MONUMENTED       CA-037
 EV2683  HISTORY     - 1971     GOOD             NGS
 EV2683  HISTORY     - 1977     GOOD             NGS
 EV2683
 EV2683                          STATION DESCRIPTION
 EV2683
 EV2683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2683'2 MI E FROM LLANO.
 EV2683'1.95 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2683'LLANO, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.6 FEET
 EV2683'SOUTH OF POWER POLE 1404381E, 1.0 FOOT NORTH OF A WITNESS POST,
 EV2683'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 EV2683'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2683
 EV2683                          STATION RECOVERY (1977)
 EV2683
 EV2683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2682 ***********************************************************************
 EV2682  DESIGNATION -  106 44
 EV2682  PID         -  EV2682
 EV2682  STATE/COUNTY-  CA/LOS ANGELES
 EV2682  USGS QUAD   -  VALYERMO (1995)
 EV2682
 EV2682                         *CURRENT SURVEY CONTROL
 EV2682  ___________________________________________________________________
 EV2682* NAD 83(1986)-  34 29 56.     (N)    117 46 43.     (W)     SCALED    
 EV2682* NAVD 88     -      1031.947  (meters)    3385.65   (feet)  READJUSTED
 EV2682  ___________________________________________________________________
 EV2682  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2682  DYNAMIC HT  -        1030.690 (meters)    3381.52  (feet)  COMP
 EV2682  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 EV2682
 EV2682  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2682
 EV2682.The horizontal coordinates were scaled from a topographic map and have
 EV2682.an estimated accuracy of +/- 6 seconds.
 EV2682
 EV2682.The orthometric height was determined by differential leveling
 EV2682.and adjusted in February 1993.
 EV2682.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2682.distribution rate of 0.0 thru 1.0 mm/km.
 EV2682.The height was derived from older observations constrained to new
 EV2682.heights in a crustal motion area.  The height is approximate in
 EV2682.relation to other heights in its vicinity.
 EV2682
 EV2682.The geoid height was determined by GEOID03.
 EV2682
 EV2682.The dynamic height is computed by dividing the NAVD 88
 EV2682.geopotential number by the normal gravity value computed on the
 EV2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2682.degrees latitude (g = 980.6199 gals.).
 EV2682
 EV2682.The modeled gravity was interpolated from observed gravity values.
 EV2682
 EV2682;                    North         East    Units  Estimated Accuracy
 EV2682;SPC CA 5     -   610,820.    2,020,330.      MT  (+/- 180 meters Scaled)
 EV2682
 EV2682                          SUPERSEDED SURVEY CONTROL
 EV2682
 EV2682  NGVD 29 (??/??/92) 1031.018  (m)         3382.60   (f) ADJ UNCH    1 1
 EV2682
 EV2682.Superseded values are not recommended for survey control.
 EV2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2682.See file dsdata.txt to determine how the superseded data were derived.
 EV2682
 EV2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU285177(NAD 83)
 EV2682_MARKER: DB = BENCH MARK DISK
 EV2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2682_STAMPING: BM 106-44 1958 5869
 EV2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2682+STABILITY: SURFACE MOTION
 EV2682
 EV2682  HISTORY     - Date     Condition        Report By
 EV2682  HISTORY     - 1958     MONUMENTED       CA-037
 EV2682  HISTORY     - 1971     GOOD             NGS
 EV2682  HISTORY     - 1977     GOOD             NGS
 EV2682
 EV2682                          STATION DESCRIPTION
 EV2682
 EV2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2682'2.6 MI E FROM LLANO.
 EV2682'2.55 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2682'LLANO, 2 POWER POLES WEST OF THE JUNCTION OF POWER LINES, 1
 EV2682'POWER POLE EAST OF THE JUNCTION OF A DIRT ROAD SOUTH, 36 FEET
 EV2682'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 1/2 FEET NORTH OF
 EV2682'POWER POLE 1404367E, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1
 EV2682'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EV2682'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EV2682
 EV2682                          STATION RECOVERY (1977)
 EV2682
 EV2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2678 ***********************************************************************
 EV2678  DESIGNATION -  106 46
 EV2678  PID         -  EV2678
 EV2678  STATE/COUNTY-  CA/LOS ANGELES
 EV2678  USGS QUAD   -  VALYERMO (1995)
 EV2678
 EV2678                         *CURRENT SURVEY CONTROL
 EV2678  ___________________________________________________________________
 EV2678* NAD 83(1986)-  34 29 55.     (N)    117 45 21.     (W)     SCALED    
 EV2678* NAVD 88     -      1036.874  (meters)    3401.81   (feet)  READJUSTED
 EV2678  ___________________________________________________________________
 EV2678  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV2678  DYNAMIC HT  -        1035.610 (meters)    3397.66  (feet)  COMP
 EV2678  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 EV2678
 EV2678  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2678
 EV2678.The horizontal coordinates were scaled from a topographic map and have
 EV2678.an estimated accuracy of +/- 6 seconds.
 EV2678
 EV2678.The orthometric height was determined by differential leveling
 EV2678.and adjusted in February 1993.
 EV2678.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2678.distribution rate of 0.0 thru 1.0 mm/km.
 EV2678.The height was derived from older observations constrained to new
 EV2678.heights in a crustal motion area.  The height is approximate in
 EV2678.relation to other heights in its vicinity.
 EV2678
 EV2678.The geoid height was determined by GEOID03.
 EV2678
 EV2678.The dynamic height is computed by dividing the NAVD 88
 EV2678.geopotential number by the normal gravity value computed on the
 EV2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2678.degrees latitude (g = 980.6199 gals.).
 EV2678
 EV2678.The modeled gravity was interpolated from observed gravity values.
 EV2678
 EV2678;                    North         East    Units  Estimated Accuracy
 EV2678;SPC CA 5     -   610,800.    2,022,420.      MT  (+/- 180 meters Scaled)
 EV2678
 EV2678                          SUPERSEDED SURVEY CONTROL
 EV2678
 EV2678  NGVD 29 (??/??/92) 1035.942  (m)         3398.75   (f) ADJ UNCH    1 1
 EV2678
 EV2678.Superseded values are not recommended for survey control.
 EV2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2678.See file dsdata.txt to determine how the superseded data were derived.
 EV2678
 EV2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU306177(NAD 83)
 EV2678_MARKER: DD = SURVEY DISK
 EV2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2678_STAMPING: BM 106-46 1958 5869
 EV2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2678+STABILITY: SURFACE MOTION
 EV2678
 EV2678  HISTORY     - Date     Condition        Report By
 EV2678  HISTORY     - 1958     MONUMENTED       CA-037
 EV2678  HISTORY     - 1960     GOOD             NGS
 EV2678  HISTORY     - 1968     GOOD
 EV2678  HISTORY     - 1977     GOOD             NGS
 EV2678
 EV2678                          STATION DESCRIPTION
 EV2678
 EV2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EV2678'3.8 MI E FROM LLANO.
 EV2678'3.85 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 EV2678'AT LLANO, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EV2678'197 FEET WEST OF THE NORTH END OF 24-INCH PIPE CULVERT H-1295+24,
 EV2678'56 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD NORTH, 3 1/2
 EV2678'FEET EAST OF POWER POLE 864607E, 1.3 FEET NORTH OF A WITNESS
 EV2678'POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE
 EV2678'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2678
 EV2678                          STATION RECOVERY (1968)
 EV2678
 EV2678'RECOVERED 1968
 EV2678'RECOVERED IN GOOD CONDITION.
 EV2678
 EV2678                          STATION RECOVERY (1977)
 EV2678
 EV2678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3205 ***********************************************************************
 EV3205  DESIGNATION -  106 46 A
 EV3205  PID         -  EV3205
 EV3205  STATE/COUNTY-  CA/LOS ANGELES
 EV3205  USGS QUAD   -  VALYERMO (1995)
 EV3205
 EV3205                         *CURRENT SURVEY CONTROL
 EV3205  ___________________________________________________________________
 EV3205* NAD 83(1986)-  34 29 56.     (N)    117 45 55.     (W)     SCALED    
 EV3205* NAVD 88     -      1039.02   (+/-2cm)    3408.9    (feet)  VERTCON   
 EV3205  ___________________________________________________________________
 EV3205  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV3205  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3205
 EV3205.The horizontal coordinates were scaled from a topographic map and have
 EV3205.an estimated accuracy of +/- 6 seconds.
 EV3205
 EV3205.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3205.The vertical order pertains to the NGVD 29 superseded value.
 EV3205
 EV3205.The geoid height was determined by GEOID03.
 EV3205
 EV3205;                    North         East    Units  Estimated Accuracy
 EV3205;SPC CA 5     -   610,830.    2,021,560.      MT  (+/- 180 meters Scaled)
 EV3205
 EV3205                          SUPERSEDED SURVEY CONTROL
 EV3205
 EV3205  NGVD 29 (??/??/92) 1038.10   (m)         3405.8    (f) COMPUTED    1 1
 EV3205
 EV3205.Superseded values are not recommended for survey control.
 EV3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3205.See file dsdata.txt to determine how the superseded data were derived.
 EV3205
 EV3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU297177(NAD 83)
 EV3205_MARKER: DD = SURVEY DISK
 EV3205_SETTING: 80 = SET IN A BOULDER
 EV3205_SP_SET: GRANITE BOULDER
 EV3205_STAMPING: BM 106-46A RE 7078
 EV3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3205+STABILITY: SURFACE MOTION
 EV3205
 EV3205  HISTORY     - Date     Condition        Report By
 EV3205  HISTORY     - UNK      MONUMENTED       CA-037
 EV3205  HISTORY     - 1973     GOOD             CA-037
 EV3205
 EV3205                          STATION DESCRIPTION
 EV3205
 EV3205'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EV3205'3.6 MI E FROM LLANO.
 EV3205'ON PEARBLOSSOM HIGHWAY, 346.7 MORE OR LESS FEET EAST OF APPROXIMATE
 EV3205'CENTER OF LARGO VISTA ROAD PAVEMENT, 60.0 FEET SOUTH OF CENTER OF
 EV3205'PEARBLOSSOM HIGHWAY PAVEMENT, 100.0 FEET SOUTHWESTERLY OF POWER POLE
 EV3205'NUMBER 825747E, SET IN TOP OF A 3.0 BY 2.0 BY 1.0 FOOT GRANITE
 EV3205'BOULDER, UP 1.0 FOOT.  A 2-INCH DIAMETER MARKER PIPE IS 2.0 FEET
 EV3205'NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2556 ***********************************************************************
 EV2556  DESIGNATION -  106 47
 EV2556  PID         -  EV2556
 EV2556  STATE/COUNTY-  CA/LOS ANGELES
 EV2556  USGS QUAD   -  MESCAL CREEK (1995)
 EV2556
 EV2556                         *CURRENT SURVEY CONTROL
 EV2556  ___________________________________________________________________
 EV2556* NAD 83(1986)-  34 29 55.     (N)    117 44 39.     (W)     SCALED    
 EV2556* NAVD 88     -      1036.773  (meters)    3401.48   (feet)  READJUSTED
 EV2556  ___________________________________________________________________
 EV2556  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV2556  DYNAMIC HT  -        1035.500 (meters)    3397.30  (feet)  COMP
 EV2556  MODELED GRAV-     979,375.8   (mgal)                       NAVD 88
 EV2556
 EV2556  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2556
 EV2556.The horizontal coordinates were scaled from a topographic map and have
 EV2556.an estimated accuracy of +/- 6 seconds.
 EV2556
 EV2556.The orthometric height was determined by differential leveling
 EV2556.and adjusted in February 1993.
 EV2556.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2556.distribution rate of 0.0 thru 1.0 mm/km.
 EV2556.The height was derived from older observations constrained to new
 EV2556.heights in a crustal motion area.  The height is approximate in
 EV2556.relation to other heights in its vicinity.
 EV2556
 EV2556.The geoid height was determined by GEOID03.
 EV2556
 EV2556.The dynamic height is computed by dividing the NAVD 88
 EV2556.geopotential number by the normal gravity value computed on the
 EV2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2556.degrees latitude (g = 980.6199 gals.).
 EV2556
 EV2556.The modeled gravity was interpolated from observed gravity values.
 EV2556
 EV2556;                    North         East    Units  Estimated Accuracy
 EV2556;SPC CA 5     -   610,800.    2,023,490.      MT  (+/- 180 meters Scaled)
 EV2556
 EV2556                          SUPERSEDED SURVEY CONTROL
 EV2556
 EV2556  NGVD 29 (??/??/92) 1035.841  (m)         3398.42   (f) ADJ UNCH    1 1
 EV2556
 EV2556.Superseded values are not recommended for survey control.
 EV2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2556.See file dsdata.txt to determine how the superseded data were derived.
 EV2556
 EV2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU316176(NAD 83)
 EV2556_MARKER: DD = SURVEY DISK
 EV2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2556_STAMPING: BM 106-47 1958 5869
 EV2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2556+STABILITY: SURFACE MOTION
 EV2556
 EV2556  HISTORY     - Date     Condition        Report By
 EV2556  HISTORY     - 1958     MONUMENTED       CA-037
 EV2556  HISTORY     - 1960     GOOD             NGS
 EV2556  HISTORY     - 1968     GOOD
 EV2556  HISTORY     - 1977     GOOD             NGS
 EV2556
 EV2556                          STATION DESCRIPTION
 EV2556
 EV2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EV2556'4.5 MI E FROM LLANO.
 EV2556'4.5 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2556'LLANO, 0.3 MILE WEST OF THE JUNCTION OF PALMDALE-VICTORVILLE
 EV2556'HIGHWAY, AT THE JUNCTION OF A DIRT ROAD NORTH, AT A RIGHT-ANGLE
 EV2556'TURN IN A POWER LINE, 40 FEET NORTH OF THE CENTER LINE OF THE
 EV2556'HIGHWAY, 71 1/2 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 4 FEET
 EV2556'EAST OF POWER POLE 864615E, 1.4 FEET NORTH OF A WITNESS POST,
 EV2556'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EV2556'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EV2556
 EV2556                          STATION RECOVERY (1968)
 EV2556
 EV2556'RECOVERED 1968
 EV2556'RECOVERED IN GOOD CONDITION.
 EV2556
 EV2556                          STATION RECOVERY (1977)
 EV2556
 EV2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5587 ***********************************************************************
 EW5587  DESIGNATION -  106 5 V CO
 EW5587  PID         -  EW5587
 EW5587  STATE/COUNTY-  CA/VENTURA
 EW5587  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5587
 EW5587                         *CURRENT SURVEY CONTROL
 EW5587  ___________________________________________________________________
 EW5587* NAD 83(1986)-  34 31 15.     (N)    119 16 19.     (W)     SCALED    
 EW5587* NAVD 88     -       603.467  (meters)    1979.87   (feet)  ADJUSTED  
 EW5587  ___________________________________________________________________
 EW5587  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 EW5587  DYNAMIC HT  -         602.783 (meters)    1977.63  (feet)  COMP
 EW5587  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 EW5587
 EW5587  VERT ORDER  -  FIRST     CLASS I
 EW5587
 EW5587.The horizontal coordinates were scaled from a topographic map and have
 EW5587.an estimated accuracy of +/- 6 seconds.
 EW5587
 EW5587.The orthometric height was determined by differential leveling
 EW5587.and adjusted in June 1991.
 EW5587
 EW5587.The geoid height was determined by GEOID03.
 EW5587
 EW5587.The dynamic height is computed by dividing the NAVD 88
 EW5587.geopotential number by the normal gravity value computed on the
 EW5587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5587.degrees latitude (g = 980.6199 gals.).
 EW5587
 EW5587.The modeled gravity was interpolated from observed gravity values.
 EW5587
 EW5587;                    North         East    Units  Estimated Accuracy
 EW5587;SPC CA 5     -   613,970.    1,883,230.      MT  (+/- 180 meters Scaled)
 EW5587
 EW5587                          SUPERSEDED SURVEY CONTROL
 EW5587
 EW5587  NGVD 29 (??/??/92)  602.655  (m)         1977.21   (f) ADJ UNCH    1 1
 EW5587
 EW5587.Superseded values are not recommended for survey control.
 EW5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5587.See file dsdata.txt to determine how the superseded data were derived.
 EW5587
 EW5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU914222(NAD 83)
 EW5587_MARKER: DB = BENCH MARK DISK
 EW5587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5587_SP_SET: CULVERT
 EW5587_STAMPING: 106-5 1974
 EW5587
 EW5587  HISTORY     - Date     Condition        Report By
 EW5587  HISTORY     - UNK      MONUMENTED
 EW5587  HISTORY     - 1977     GOOD             NGS
 EW5587  HISTORY     - 1983     GOOD             USGS
 EW5587
 EW5587                          STATION DESCRIPTION
 EW5587
 EW5587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5587'9.55 MI NORTH FROM OJAI.
 EW5587'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5587'OJAI, THENCE 8.6 MILES NORTH ALONG STATE HIGHWAY 33, ON THE OUTSIDE OF
 EW5587'A CURVE, IN THE WEST END OF THE NORTH HEAD WALL OF CULVERT 19.92, 110
 EW5587'FT. WEST OF A DIRT DRIVE LEADING NORTH, 21.0 FT. NORTH OF THE CENTER
 EW5587'LINE OF THE HIGHWAY, 6 INCHES EAST OF THE WEST END OF THE HEAD WALL.
 EW5587
 EW5587                          STATION RECOVERY (1983)
 EW5587
 EW5587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2561 ***********************************************************************
 EV2561  DESIGNATION -  106 50
 EV2561  PID         -  EV2561
 EV2561  STATE/COUNTY-  CA/LOS ANGELES
 EV2561  USGS QUAD   -  MESCAL CREEK (1995)
 EV2561
 EV2561                         *CURRENT SURVEY CONTROL
 EV2561  ___________________________________________________________________
 EV2561* NAD 83(1986)-  34 29 54.     (N)    117 43 21.     (W)     SCALED    
 EV2561* NAVD 88     -      1037.609  (meters)    3404.22   (feet)  READJUSTED
 EV2561  ___________________________________________________________________
 EV2561  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV2561  DYNAMIC HT  -        1036.340 (meters)    3400.06  (feet)  COMP
 EV2561  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 EV2561
 EV2561  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2561
 EV2561.The horizontal coordinates were scaled from a topographic map and have
 EV2561.an estimated accuracy of +/- 6 seconds.
 EV2561
 EV2561.The orthometric height was determined by differential leveling
 EV2561.and adjusted in February 1993.
 EV2561.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2561.distribution rate of 0.0 thru 1.0 mm/km.
 EV2561.The height was derived from older observations constrained to new
 EV2561.heights in a crustal motion area.  The height is approximate in
 EV2561.relation to other heights in its vicinity.
 EV2561
 EV2561.The geoid height was determined by GEOID03.
 EV2561
 EV2561.The dynamic height is computed by dividing the NAVD 88
 EV2561.geopotential number by the normal gravity value computed on the
 EV2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2561.degrees latitude (g = 980.6199 gals.).
 EV2561
 EV2561.The modeled gravity was interpolated from observed gravity values.
 EV2561
 EV2561;                    North         East    Units  Estimated Accuracy
 EV2561;SPC CA 5     -   610,780.    2,025,480.      MT  (+/- 180 meters Scaled)
 EV2561
 EV2561                          SUPERSEDED SURVEY CONTROL
 EV2561
 EV2561  NGVD 29 (??/??/92) 1036.678  (m)         3401.17   (f) ADJ UNCH    1 1
 EV2561
 EV2561.Superseded values are not recommended for survey control.
 EV2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2561.See file dsdata.txt to determine how the superseded data were derived.
 EV2561
 EV2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU336176(NAD 83)
 EV2561_MARKER: DD = SURVEY DISK
 EV2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2561_STAMPING: BM 106-50 1958 5869
 EV2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2561+STABILITY: SURFACE MOTION
 EV2561
 EV2561  HISTORY     - Date     Condition        Report By
 EV2561  HISTORY     - 1958     MONUMENTED       CA-037
 EV2561  HISTORY     - 1960     GOOD             NGS
 EV2561  HISTORY     - 1968     GOOD             CA-037
 EV2561  HISTORY     - 1977     GOOD             NGS
 EV2561
 EV2561                          STATION DESCRIPTION
 EV2561
 EV2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EV2561'5.8 MI E FROM LLANO.
 EV2561'4.8 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2561'LLANO, THENCE 1.0 MILE EAST ALONG PALMDALE-VICTORVILLE HIGHWAY,
 EV2561'31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 1/2 FEET
 EV2561'EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT
 EV2561'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EV2561'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2561
 EV2561                          STATION RECOVERY (1968)
 EV2561
 EV2561'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EV2561'RECOVERED IN GOOD CONDITION.
 EV2561
 EV2561                          STATION RECOVERY (1977)
 EV2561
 EV2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2561'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2562 ***********************************************************************
 EV2562  DESIGNATION -  106 51
 EV2562  PID         -  EV2562
 EV2562  STATE/COUNTY-  CA/LOS ANGELES
 EV2562  USGS QUAD   -  MESCAL CREEK (1995)
 EV2562
 EV2562                         *CURRENT SURVEY CONTROL
 EV2562  ___________________________________________________________________
 EV2562* NAD 83(1986)-  34 29 53.     (N)    117 42 47.     (W)     SCALED    
 EV2562* NAVD 88     -      1035.861  (meters)    3398.49   (feet)  READJUSTED
 EV2562  ___________________________________________________________________
 EV2562  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV2562  DYNAMIC HT  -        1034.590 (meters)    3394.32  (feet)  COMP
 EV2562  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 EV2562
 EV2562  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2562
 EV2562.The horizontal coordinates were scaled from a topographic map and have
 EV2562.an estimated accuracy of +/- 6 seconds.
 EV2562
 EV2562.The orthometric height was determined by differential leveling
 EV2562.and adjusted in February 1993.
 EV2562.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2562.distribution rate of 0.0 thru 1.0 mm/km.
 EV2562.The height was derived from older observations constrained to new
 EV2562.heights in a crustal motion area.  The height is approximate in
 EV2562.relation to other heights in its vicinity.
 EV2562
 EV2562.The geoid height was determined by GEOID03.
 EV2562
 EV2562.The dynamic height is computed by dividing the NAVD 88
 EV2562.geopotential number by the normal gravity value computed on the
 EV2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2562.degrees latitude (g = 980.6199 gals.).
 EV2562
 EV2562.The modeled gravity was interpolated from observed gravity values.
 EV2562
 EV2562;                    North         East    Units  Estimated Accuracy
 EV2562;SPC CA 5     -   610,750.    2,026,350.      MT  (+/- 180 meters Scaled)
 EV2562
 EV2562                          SUPERSEDED SURVEY CONTROL
 EV2562
 EV2562  NGVD 29 (??/??/92) 1034.931  (m)         3395.44   (f) ADJ UNCH    1 1
 EV2562
 EV2562.Superseded values are not recommended for survey control.
 EV2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2562.See file dsdata.txt to determine how the superseded data were derived.
 EV2562
 EV2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU345176(NAD 83)
 EV2562_MARKER: DD = SURVEY DISK
 EV2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2562_STAMPING: BM 106-51 1958 5869
 EV2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2562+STABILITY: SURFACE MOTION
 EV2562
 EV2562  HISTORY     - Date     Condition        Report By
 EV2562  HISTORY     - 1958     MONUMENTED       CA-037
 EV2562  HISTORY     - 1960     GOOD             NGS
 EV2562  HISTORY     - 1968     GOOD             CA-037
 EV2562  HISTORY     - 1977     GOOD             NGS
 EV2562
 EV2562                          STATION DESCRIPTION
 EV2562
 EV2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EV2562'6.3 MI E FROM LLANO.
 EV2562'4.8 MILES EAST ALONG STATE HIGHWAY 183 FROM THE POST OFFICE AT
 EV2562'LLANO, THENCE 1.5 MILES EAST ALONG PALMDALE-VICTORVILLE HIGHWAY,
 EV2562'AT THE INTERSECTION OF 237TH STREET EAST, AT THE CROSSING OF
 EV2562'A POWER LINE, 110 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EV2562'57 FEET WEST OF THE CENTER LINE OF THE STREET, 5 FEET NORTH OF
 EV2562'POWER POLE 777983E, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 EV2562'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 EV2562'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2562
 EV2562                          STATION RECOVERY (1968)
 EV2562
 EV2562'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EV2562'RECOVERED IN GOOD CONDITION.
 EV2562
 EV2562                          STATION RECOVERY (1977)
 EV2562
 EV2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5584 ***********************************************************************
 EW5584  DESIGNATION -  106 6 V CO
 EW5584  PID         -  EW5584
 EW5584  STATE/COUNTY-  CA/VENTURA
 EW5584  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5584
 EW5584                         *CURRENT SURVEY CONTROL
 EW5584  ___________________________________________________________________
 EW5584* NAD 83(1986)-  34 30 57.     (N)    119 16 51.     (W)     SCALED    
 EW5584* NAVD 88     -       670.418  (meters)    2199.53   (feet)  ADJUSTED  
 EW5584  ___________________________________________________________________
 EW5584  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EW5584  DYNAMIC HT  -         669.669 (meters)    2197.07  (feet)  COMP
 EW5584  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 EW5584
 EW5584  VERT ORDER  -  FIRST     CLASS I
 EW5584
 EW5584.The horizontal coordinates were scaled from a topographic map and have
 EW5584.an estimated accuracy of +/- 6 seconds.
 EW5584
 EW5584.The orthometric height was determined by differential leveling
 EW5584.and adjusted in June 1991.
 EW5584
 EW5584.The geoid height was determined by GEOID03.
 EW5584
 EW5584.The dynamic height is computed by dividing the NAVD 88
 EW5584.geopotential number by the normal gravity value computed on the
 EW5584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5584.degrees latitude (g = 980.6199 gals.).
 EW5584
 EW5584.The modeled gravity was interpolated from observed gravity values.
 EW5584
 EW5584;                    North         East    Units  Estimated Accuracy
 EW5584;SPC CA 5     -   613,430.    1,882,400.      MT  (+/- 180 meters Scaled)
 EW5584
 EW5584                          SUPERSEDED SURVEY CONTROL
 EW5584
 EW5584  NGVD 29 (??/??/92)  669.616  (m)         2196.90   (f) ADJ UNCH    1 1
 EW5584
 EW5584.Superseded values are not recommended for survey control.
 EW5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5584.See file dsdata.txt to determine how the superseded data were derived.
 EW5584
 EW5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU906217(NAD 83)
 EW5584_MARKER: DB = BENCH MARK DISK
 EW5584_SETTING: 80 = SET IN A BOULDER
 EW5584_SP_SET: BOULDER
 EW5584_STAMPING: 106-6
 EW5584
 EW5584  HISTORY     - Date     Condition        Report By
 EW5584  HISTORY     - UNK      MONUMENTED
 EW5584  HISTORY     - 1977     GOOD             NGS
 EW5584  HISTORY     - 1983     GOOD             USGS
 EW5584
 EW5584                          STATION DESCRIPTION
 EW5584
 EW5584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5584'10.3 MI NORTH FROM OJAI.
 EW5584'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5584'OJAI, THENCE 9.4 MILES NORTHWEST ALONG STATE HIGHWAY 33, 0.2 MILE
 EW5584'NORTHEAST OF BRIDGE 52-76 OVER CANYON CREEK, 0.1 MILE WEST OF
 EW5584'BRIDGE 52-170 OVER CANYON CREEK, IN TOP OF A LARGE FLAT BOULDER, ON
 EW5584'THE EAST END OF A GRAVEL TURN OFF, 42.0 FT. NORTH OF THE CENTER LINE
 EW5584'OF THE HIGHWAY.
 EW5584
 EW5584                          STATION RECOVERY (1983)
 EW5584
 EW5584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5581 ***********************************************************************
 EW5581  DESIGNATION -  106 7 V CO
 EW5581  PID         -  EW5581
 EW5581  STATE/COUNTY-  CA/VENTURA
 EW5581  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5581
 EW5581                         *CURRENT SURVEY CONTROL
 EW5581  ___________________________________________________________________
 EW5581* NAD 83(1986)-  34 31 07.     (N)    119 16 48.     (W)     SCALED    
 EW5581* NAVD 88     -       709.268  (meters)    2326.99   (feet)  ADJUSTED  
 EW5581  ___________________________________________________________________
 EW5581  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EW5581  DYNAMIC HT  -         708.470 (meters)    2324.37  (feet)  COMP
 EW5581  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 EW5581
 EW5581  VERT ORDER  -  FIRST     CLASS I
 EW5581
 EW5581.The horizontal coordinates were scaled from a topographic map and have
 EW5581.an estimated accuracy of +/- 6 seconds.
 EW5581
 EW5581.The orthometric height was determined by differential leveling
 EW5581.and adjusted in June 1991.
 EW5581
 EW5581.The geoid height was determined by GEOID03.
 EW5581
 EW5581.The dynamic height is computed by dividing the NAVD 88
 EW5581.geopotential number by the normal gravity value computed on the
 EW5581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5581.degrees latitude (g = 980.6199 gals.).
 EW5581
 EW5581.The modeled gravity was interpolated from observed gravity values.
 EW5581
 EW5581;                    North         East    Units  Estimated Accuracy
 EW5581;SPC CA 5     -   613,740.    1,882,480.      MT  (+/- 180 meters Scaled)
 EW5581
 EW5581                          SUPERSEDED SURVEY CONTROL
 EW5581
 EW5581  NGVD 29 (??/??/92)  708.460  (m)         2324.34   (f) ADJ UNCH    1 1
 EW5581
 EW5581.Superseded values are not recommended for survey control.
 EW5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5581.See file dsdata.txt to determine how the superseded data were derived.
 EW5581
 EW5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU907220(NAD 83)
 EW5581_MARKER: DB = BENCH MARK DISK
 EW5581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5581_SP_SET: CULVERT
 EW5581_STAMPING: 106-7 1974
 EW5581
 EW5581  HISTORY     - Date     Condition        Report By
 EW5581  HISTORY     - UNK      MONUMENTED
 EW5581  HISTORY     - 1977     GOOD             NGS
 EW5581  HISTORY     - 1983     GOOD             USGS
 EW5581
 EW5581                          STATION DESCRIPTION
 EW5581
 EW5581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5581'11.5 MI NORTH FROM OJAI.
 EW5581'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5581'OJAI, THENCE 10.2 MILES NORTH ALONG STATE HIGHWAY 33, INSIDE A SHARP
 EW5581'CURVE, IN THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF CULVERT
 EW5581'21.25, 22.0 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 INCHES
 EW5581'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL.
 EW5581
 EW5581                          STATION RECOVERY (1983)
 EW5581
 EW5581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5580 ***********************************************************************
 EW5580  DESIGNATION -  106 8 V CO
 EW5580  PID         -  EW5580
 EW5580  STATE/COUNTY-  CA/VENTURA
 EW5580  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5580
 EW5580                         *CURRENT SURVEY CONTROL
 EW5580  ___________________________________________________________________
 EW5580* NAD 83(1986)-  34 31 20.     (N)    119 16 38.     (W)     SCALED    
 EW5580* NAVD 88     -       742.13   (+/-2cm)    2434.8    (feet)  VERTCON   
 EW5580  ___________________________________________________________________
 EW5580  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EW5580  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5580
 EW5580.The horizontal coordinates were scaled from a topographic map and have
 EW5580.an estimated accuracy of +/- 6 seconds.
 EW5580
 EW5580.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5580.The vertical order pertains to the NGVD 29 superseded value.
 EW5580
 EW5580.The geoid height was determined by GEOID03.
 EW5580
 EW5580;                    North         East    Units  Estimated Accuracy
 EW5580;SPC CA 5     -   614,140.    1,882,740.      MT  (+/- 180 meters Scaled)
 EW5580
 EW5580                          SUPERSEDED SURVEY CONTROL
 EW5580
 EW5580  NGVD 29 (??/??/92)  741.31   (m)         2432.1    (f) COMPUTED    1 1
 EW5580
 EW5580.Superseded values are not recommended for survey control.
 EW5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5580.See file dsdata.txt to determine how the superseded data were derived.
 EW5580
 EW5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU909224(NAD 83)
 EW5580_MARKER: DB = BENCH MARK DISK
 EW5580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5580_SP_SET: CONCRETE POST
 EW5580_STAMPING: 106-8 1974
 EW5580
 EW5580  HISTORY     - Date     Condition        Report By
 EW5580  HISTORY     - UNK      MONUMENTED
 EW5580  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW5580
 EW5580                          STATION DESCRIPTION
 EW5580
 EW5580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5580'11.5 MI NORTH FROM OJAI.
 EW5580'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5579 ***********************************************************************
 EW5579  DESIGNATION -  106 9 V CO
 EW5579  PID         -  EW5579
 EW5579  STATE/COUNTY-  CA/VENTURA
 EW5579  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5579
 EW5579                         *CURRENT SURVEY CONTROL
 EW5579  ___________________________________________________________________
 EW5579* NAD 83(1986)-  34 31 35.     (N)    119 16 16.     (W)     SCALED    
 EW5579* NAVD 88     -       769.453  (meters)    2524.45   (feet)  ADJUSTED  
 EW5579  ___________________________________________________________________
 EW5579  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EW5579  DYNAMIC HT  -         768.577 (meters)    2521.57  (feet)  COMP
 EW5579  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 EW5579
 EW5579  VERT ORDER  -  FIRST     CLASS I
 EW5579
 EW5579.The horizontal coordinates were scaled from a topographic map and have
 EW5579.an estimated accuracy of +/- 6 seconds.
 EW5579
 EW5579.The orthometric height was determined by differential leveling
 EW5579.and adjusted in June 1991.
 EW5579
 EW5579.The geoid height was determined by GEOID03.
 EW5579
 EW5579.The dynamic height is computed by dividing the NAVD 88
 EW5579.geopotential number by the normal gravity value computed on the
 EW5579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5579.degrees latitude (g = 980.6199 gals.).
 EW5579
 EW5579.The modeled gravity was interpolated from observed gravity values.
 EW5579
 EW5579;                    North         East    Units  Estimated Accuracy
 EW5579;SPC CA 5     -   614,590.    1,883,310.      MT  (+/- 180 meters Scaled)
 EW5579
 EW5579                          SUPERSEDED SURVEY CONTROL
 EW5579
 EW5579  NGVD 29 (??/??/92)  768.635  (m)         2521.76   (f) ADJ UNCH    1 1
 EW5579
 EW5579.Superseded values are not recommended for survey control.
 EW5579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5579.See file dsdata.txt to determine how the superseded data were derived.
 EW5579
 EW5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU915228(NAD 83)
 EW5579_MARKER: DB = BENCH MARK DISK
 EW5579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5579_SP_SET: CULVERT
 EW5579_STAMPING: 106-9 1974
 EW5579
 EW5579  HISTORY     - Date     Condition        Report By
 EW5579  HISTORY     - UNK      MONUMENTED
 EW5579  HISTORY     - 1977     GOOD             NGS
 EW5579  HISTORY     - 1983     GOOD             USGS
 EW5579
 EW5579                          STATION DESCRIPTION
 EW5579
 EW5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5579'11.9 MI NORTH FROM OJAI.
 EW5579'10.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5579'OJAI, THENCE 11.0 MILES NORTH ALONG STATE HIGHWAY 33, INSIDE A CURVE,
 EW5579'IN THE CENTER OF THE WEST HEAD WALL OF CULVERT 22.06, 12.0 FT. WEST
 EW5579'OF THE CENTER LINE OF THE HIGHWAY, 7.3 FT. SOUTHWEST OF MILE POST
 EW5579'22.06.
 EW5579
 EW5579                          STATION RECOVERY (1983)
 EW5579
 EW5579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0278 ***********************************************************************
 KT0278  DESIGNATION -  106 B 9 USGS
 KT0278  PID         -  KT0278
 KT0278  STATE/COUNTY-  CA/COLUSA
 KT0278  USGS QUAD   -  ARBUCKLE (1973)
 KT0278
 KT0278                         *CURRENT SURVEY CONTROL
 KT0278  ___________________________________________________________________
 KT0278* NAD 83(1986)-  39 02 57.     (N)    122 04 40.     (W)     SCALED    
 KT0278* NAVD 88     -        33.36   (+/-2cm)     109.4    (feet)  VERTCON   
 KT0278  ___________________________________________________________________
 KT0278  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 KT0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0278
 KT0278.The horizontal coordinates were scaled from a topographic map and have
 KT0278.an estimated accuracy of +/- 6 seconds.
 KT0278
 KT0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0278.The vertical order pertains to the NGVD 29 superseded value.
 KT0278
 KT0278.The geoid height was determined by GEOID03.
 KT0278
 KT0278;                    North         East    Units  Estimated Accuracy
 KT0278;SPC CA 2     -   653,470.    1,993,270.      MT  (+/- 180 meters Scaled)
 KT0278
 KT0278                          SUPERSEDED SURVEY CONTROL
 KT0278
 KT0278  NGVD 29 (??/??/92)   32.606  (m)          106.97   (f) ADJ UNCH    1 2
 KT0278
 KT0278.Superseded values are not recommended for survey control.
 KT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0278.See file dsdata.txt to determine how the superseded data were derived.
 KT0278
 KT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ798226(NAD 83)
 KT0278_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0278_STAMPING: 106 B 9 1904
 KT0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0278
 KT0278  HISTORY     - Date     Condition        Report By
 KT0278  HISTORY     - 1904     MONUMENTED       USGS
 KT0278  HISTORY     - 1967     GOOD             NGS
 KT0278
 KT0278                          STATION DESCRIPTION
 KT0278
 KT0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0278'2.5 MI NW FROM ARBUCKLE.
 KT0278'2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 KT0278'FROM THE CROSSING OF HALL STREET AT ARBUCKLE, 1 POLE SOUTHEAST
 KT0278'OF MILEPOLE 116, 51.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32
 KT0278'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 94 1/2 FEET
 KT0278'SOUTHWEST OF AND ACROSS THE TRACK FROM THE FIRST TELEPHONE POLE
 KT0278'SOUTHEAST OF THE MILEPOLE, 77 FEET SOUTHEAST OF TELEPHONE POLE
 KT0278'1653, 0.8 FOOT SOUTHWEST OF A 6- BY 6-INCH WOODEN POST, ABOUT
 KT0278'LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 KT0278'IRON PIPE PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1034 ***********************************************************************
 KS1034  DESIGNATION -  106 BB USGS
 KS1034  PID         -  KS1034
 KS1034  STATE/COUNTY-  CA/BUTTE
 KS1034  USGS QUAD   -  HONCUT (1973)
 KS1034
 KS1034                         *CURRENT SURVEY CONTROL
 KS1034  ___________________________________________________________________
 KS1034* NAD 83(1986)-  39 19 43.     (N)    121 32 04.     (W)     SCALED    
 KS1034* NAVD 88     -        33.264  (meters)     109.13   (feet)  ADJUSTED  
 KS1034  ___________________________________________________________________
 KS1034  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 KS1034  DYNAMIC HT  -          33.246 (meters)     109.07  (feet)  COMP
 KS1034  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 KS1034
 KS1034  VERT ORDER  -  FIRST     CLASS II
 KS1034
 KS1034.The horizontal coordinates were scaled from a topographic map and have
 KS1034.an estimated accuracy of +/- 6 seconds.
 KS1034
 KS1034.The orthometric height was determined by differential leveling
 KS1034.and adjusted in June 1991.
 KS1034
 KS1034.The geoid height was determined by GEOID03.
 KS1034
 KS1034.The dynamic height is computed by dividing the NAVD 88
 KS1034.geopotential number by the normal gravity value computed on the
 KS1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1034.degrees latitude (g = 980.6199 gals.).
 KS1034
 KS1034.The modeled gravity was interpolated from observed gravity values.
 KS1034
 KS1034;                    North         East    Units  Estimated Accuracy
 KS1034;SPC CA 2     -   684,590.    2,040,140.      MT  (+/- 180 meters Scaled)
 KS1034
 KS1034                          SUPERSEDED SURVEY CONTROL
 KS1034
 KS1034  NGVD 29 (??/??/??)   32.574  (m)          106.87   (f) ADJUSTED    1 2
 KS1034
 KS1034.Superseded values are not recommended for survey control.
 KS1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1034.See file dsdata.txt to determine how the superseded data were derived.
 KS1034
 KS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ263542(NAD 83)
 KS1034_MARKER: P = PIPE CAP
 KS1034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS1034_STAMPING: CAL 106 BB S 1909
 KS1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1034
 KS1034  HISTORY     - Date     Condition        Report By
 KS1034  HISTORY     - 1909     MONUMENTED       USGS
 KS1034  HISTORY     - 1948     GOOD             NGS
 KS1034
 KS1034                          STATION DESCRIPTION
 KS1034
 KS1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS1034'7.3 MI SE FROM PALERMO.
 KS1034'7.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS1034'FROM THE STATION AT PALERMO, AT HONCUT, AT THE NORTHWEST
 KS1034'CORNER OF THE HONCUT SCHOOL, 17.8 FEET WEST OF THE CENTER LINE
 KS1034'OF THE MAIN ENTRANCE TO THE BUILDING, 1.2 FEET WEST OF THE
 KS1034'WEST WALL, 0.8 FOOT SOUTH OF THE NORTHWEST CORNER, AND RIVETED
 KS1034'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE
 KS1034'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1094 ***********************************************************************
 DW1094  DESIGNATION -  106 DOR USGS
 DW1094  PID         -  DW1094
 DW1094  STATE/COUNTY-  CA/RIVERSIDE
 DW1094  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1094
 DW1094                         *CURRENT SURVEY CONTROL
 DW1094  ___________________________________________________________________
 DW1094* NAD 83(1986)-  33 42 59.     (N)    115 48 30.     (W)     SCALED    
 DW1094* NAVD 88     -       779.233  (meters)    2556.53   (feet)  ADJUSTED  
 DW1094  ___________________________________________________________________
 DW1094  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DW1094  DYNAMIC HT  -         778.283 (meters)    2553.42  (feet)  COMP
 DW1094  MODELED GRAV-     979,391.7   (mgal)                       NAVD 88
 DW1094  OBS GRAVITY -     979,393.2   (mgal)                       GRAV_OBS
 DW1094
 DW1094  VERT ORDER  -  FIRST     CLASS I
 DW1094
 DW1094.The horizontal coordinates were scaled from a topographic map and have
 DW1094.an estimated accuracy of +/- 6 seconds.
 DW1094
 DW1094.The orthometric height was determined by differential leveling
 DW1094.and adjusted in June 1991.
 DW1094
 DW1094.The geoid height was determined by GEOID03.
 DW1094
 DW1094.The dynamic height is computed by dividing the NAVD 88
 DW1094.geopotential number by the normal gravity value computed on the
 DW1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1094.degrees latitude (g = 980.6199 gals.).
 DW1094
 DW1094.The modeled gravity was interpolated from observed gravity values.
 DW1094.The observed gravity was obtained from relative gravimeter ties
 DW1094.to the IGSN71 gravity network.
 DW1094
 DW1094;                    North         East    Units  Estimated Accuracy
 DW1094;SPC CA 6     -   671,960.    2,040,940.      MT  (+/- 180 meters Scaled)
 DW1094
 DW1094                          SUPERSEDED SURVEY CONTROL
 DW1094
 DW1094  NGVD 29 (??/??/92)  778.490  (m)         2554.10   (f) ADJ UNCH    1 1
 DW1094
 DW1094.Superseded values are not recommended for survey control.
 DW1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1094.See file dsdata.txt to determine how the superseded data were derived.
 DW1094
 DW1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT104313(NAD 83)
 DW1094_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DW1094_SETTING: 66 = SET IN ROCK OUTCROP
 DW1094_SP_SET: SET IN ROCK OUTCROP
 DW1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW1094+STABILITY: POSITION/ELEVATION WELL
 DW1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW1094+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DW1094
 DW1094  HISTORY     - Date     Condition        Report By
 DW1094  HISTORY     - 1976     MONUMENTED       USGS
 DW1094  HISTORY     - 20031204 GOOD             NGS
 DW1094
 DW1094                          STATION DESCRIPTION
 DW1094
 DW1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DW1094'STATION IS 2.9 MI NORTH OF SOUTH BOUNDARY OF JOSHUA TREE NAT'L
 DW1094'MONUMENT,  SET INTO NORTH END OF AN OUTCROP WITH BLACK DESERT TARNISH,
 DW1094'37.5 FEET WEST OF CENTER OF ROAD AND ABOUT 4 FEET ABOVE ROAD.  USGS
 DW1094'GRAVITY DISK STAMPED 'PBB 17 1976' IS LIQUID STEEL EPOXYED ADJACENT TO
 DW1094'BM DISK AND USGS GRAVITY DISK STAMPED 'PBB 17A 1976 +.101' IS 65.3
 DW1094'FEET SOUTH OF BM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0679 ***********************************************************************
 MW0679  DESIGNATION -  106 GWM
 MW0679  PID         -  MW0679
 MW0679  STATE/COUNTY-  CA/SISKIYOU
 MW0679  USGS QUAD   -  LOWER KLAMATH LAKE (1993)
 MW0679
 MW0679                         *CURRENT SURVEY CONTROL
 MW0679  ___________________________________________________________________
 MW0679* NAD 83(1986)-  41 52 46.     (N)    121 41 44.     (W)     SCALED    
 MW0679* NAVD 88     -      1248.496  (meters)    4096.11   (feet)  ADJUSTED  
 MW0679  ___________________________________________________________________
 MW0679  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 MW0679  DYNAMIC HT  -        1247.674 (meters)    4093.41  (feet)  COMP
 MW0679  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 MW0679
 MW0679  VERT ORDER  -  SECOND    CLASS 0
 MW0679
 MW0679.The horizontal coordinates were scaled from a topographic map and have
 MW0679.an estimated accuracy of +/- 6 seconds.
 MW0679
 MW0679.The orthometric height was determined by differential leveling
 MW0679.and adjusted in June 1991.
 MW0679
 MW0679.The geoid height was determined by GEOID03.
 MW0679
 MW0679.The dynamic height is computed by dividing the NAVD 88
 MW0679.geopotential number by the normal gravity value computed on the
 MW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0679.degrees latitude (g = 980.6199 gals.).
 MW0679
 MW0679.The modeled gravity was interpolated from observed gravity values.
 MW0679
 MW0679;                    North         East    Units  Estimated Accuracy
 MW0679;SPC CA 1     -   782,780.    2,025,270.      MT  (+/- 180 meters Scaled)
 MW0679
 MW0679                          SUPERSEDED SURVEY CONTROL
 MW0679
 MW0679  NGVD 29 (??/??/??) 1247.363  (m)         4092.39   (f) ADJUSTED    2 0
 MW0679
 MW0679.Superseded values are not recommended for survey control.
 MW0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0679.See file dsdata.txt to determine how the superseded data were derived.
 MW0679
 MW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM082372(NAD 83)
 MW0679_MARKER: DB = BENCH MARK DISK
 MW0679_SETTING: 66 = SET IN ROCK OUTCROP
 MW0679_SP_SET: ROCK OURCROP
 MW0679_STAMPING: 106 GWM 4092 1949
 MW0679_MARK LOGO: USGS  
 MW0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0679+STABILITY: POSITION/ELEVATION WELL
 MW0679
 MW0679  HISTORY     - Date     Condition        Report By
 MW0679  HISTORY     - 1949     MONUMENTED       USGS
 MW0679  HISTORY     - 1954     GOOD             CGS
 MW0679
 MW0679                          STATION DESCRIPTION
 MW0679
 MW0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0679'14.2 MI SW FROM MERRILL.
 MW0679'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0679'THENCE 1.0 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 13.0 MILES
 MW0679'SOUTHWEST ALONG A GRADED ROAD, 0.6 MILE NORTH OF A POWER LINE
 MW0679'CROSSING, AT THE JUNCTION OF A TRACK ROAD LEADING WEST THROUGH
 MW0679'A GATE IN A FENCE LINE, ON THE WEST SLOPE OF A ROCKY HILLSIDE,
 MW0679'IN THE TOP OF AN 8-FOOT-LONG OUTCROP PROJECTING 3 FEET ABOVE
 MW0679'THE GROUND, 149 1/2 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE,
 MW0679'76 FEET SOUTH OF THE APPROXIMATE CENTER OF THE JUNCTION, 18 1/2
 MW0679'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST
 MW0679'OF THE NORTHWEST END OF THE OUTCROP, AND ABOUT 5 FEET HIGHER
 MW0679'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1008 ***********************************************************************
 JT1008  DESIGNATION -  106 M USGS
 JT1008  PID         -  JT1008
 JT1008  STATE/COUNTY-  CA/LAKE
 JT1008  USGS QUAD   -  WHISPERING PINES (1993)
 JT1008
 JT1008                         *CURRENT SURVEY CONTROL
 JT1008  ___________________________________________________________________
 JT1008* NAD 83(1986)-  38 47 58.     (N)    122 42 21.     (W)     SCALED    
 JT1008* NAVD 88     -       684.85   (+/-2cm)    2246.9    (feet)  VERTCON   
 JT1008  ___________________________________________________________________
 JT1008  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JT1008  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1008
 JT1008.The horizontal coordinates were scaled from a topographic map and have
 JT1008.an estimated accuracy of +/- 6 seconds.
 JT1008
 JT1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1008.The vertical order pertains to the NGVD 29 superseded value.
 JT1008
 JT1008.The geoid height was determined by GEOID03.
 JT1008
 JT1008;                    North         East    Units  Estimated Accuracy
 JT1008;SPC CA 2     -   625,980.    1,938,690.      MT  (+/- 180 meters Scaled)
 JT1008
 JT1008                          SUPERSEDED SURVEY CONTROL
 JT1008
 JT1008  NGVD 29 (??/??/92)  683.922  (m)         2243.83   (f) ADJ UNCH    1 2
 JT1008
 JT1008.Superseded values are not recommended for survey control.
 JT1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1008.See file dsdata.txt to determine how the superseded data were derived.
 JT1008
 JT1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH255945(NAD 83)
 JT1008_MARKER: DD = SURVEY DISK
 JT1008_SETTING: 66 = SET IN ROCK OUTCROP
 JT1008_SP_SET: ROCK OUTCROP
 JT1008_STAMPING: 106 M 2243 1933
 JT1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT1008+STABILITY: POSITION/ELEVATION WELL
 JT1008
 JT1008  HISTORY     - Date     Condition        Report By
 JT1008  HISTORY     - 1933     MONUMENTED       USGS
 JT1008  HISTORY     - 1973     GOOD             NGS
 JT1008
 JT1008                          STATION DESCRIPTION
 JT1008
 JT1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JT1008'6.6 MI S FROM LOCH LOMOND.
 JT1008'6.65 MILE SOUTH ALONG STATE HIGHWAY 175 FROM THE POST OFFICE
 JT1008'AT LOCH LOMOND, ALSO 6.4 MILES NORTHWEST ALONG STATE HIGHWAY 175
 JT1008'FROM THE POST OFFICE AT MIDDLETOWN, IN THE TOP OF THE SOUTH
 JT1008'SIDE OF A ROCK OUTCROP, IN THE CENTER OF A LAWN OF A HOUSE, 100
 JT1008'YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 25.0 FEET NORTH OF
 JT1008'THE CENTER LINE OF THE DRIVE WAY IN FRONT OF THE HOUSE, 65.0
 JT1008'FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, ABOUT 1 FOOT
 JT1008'HIGHER THAN THE DRIVE, AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1408 ***********************************************************************
 HS1408  DESIGNATION -  106 RESET 1936
 HS1408  PID         -  HS1408
 HS1408  STATE/COUNTY-  CA/MERCED
 HS1408  USGS QUAD   -  DELTA RANCH (1977)
 HS1408
 HS1408                         *CURRENT SURVEY CONTROL
 HS1408  ___________________________________________________________________
 HS1408* NAD 83(1986)-  37 03 16.     (N)    120 40 20.     (W)     SCALED    
 HS1408* NAVD 88     -        32.63   (+/-2cm)     107.1    (feet)  VERTCON   
 HS1408  ___________________________________________________________________
 HS1408  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HS1408  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1408
 HS1408.The horizontal coordinates were scaled from a topographic map and have
 HS1408.an estimated accuracy of +/- 6 seconds.
 HS1408
 HS1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1408.The vertical order pertains to the NGVD 29 superseded value.
 HS1408
 HS1408.The geoid height was determined by GEOID03.
 HS1408
 HS1408;                    North         East    Units  Estimated Accuracy
 HS1408;SPC CA 3     -   561,550.    1,984,680.      MT  (+/- 180 meters Scaled)
 HS1408
 HS1408                          SUPERSEDED SURVEY CONTROL
 HS1408
 HS1408  NGVD 29 (??/??/92)   31.939  (m)          104.79   (f) ADJ UNCH    1 2
 HS1408
 HS1408.Superseded values are not recommended for survey control.
 HS1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1408.See file dsdata.txt to determine how the superseded data were derived.
 HS1408
 HS1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG069034(NAD 83)
 HS1408_MARKER: DD = SURVEY DISK
 HS1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1408_STAMPING: 106 RESET 1936
 HS1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1408+STABILITY: SURFACE MOTION
 HS1408
 HS1408  HISTORY     - Date     Condition        Report By
 HS1408  HISTORY     - 1936     MONUMENTED       USGS
 HS1408  HISTORY     - 1958     GOOD             NGS
 HS1408  HISTORY     - 1965     GOOD             NGS
 HS1408
 HS1408                          STATION DESCRIPTION
 HS1408
 HS1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1408'9.8 MI E FROM LOS BANOS.
 HS1408'9.8 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF
 HS1408'SIXTH STREET AT LOS BANOS, IN R12E T10S S20, AT THE INTERSECTION
 HS1408'OF ARROYA AVENUE, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HS1408'34 1/2 FEET WEST OF THE CENTER LINE OF THE AVENUE, 33 FEET NORTH
 HS1408'OF A POWER LINE POLE SUPPORTING A TRANSFORMER, 9.3 FEET EAST OF
 HS1408'THE EAST WALL OF A UNION 76 SERVICE STATION, 2.1 FEET WEST OF A
 HS1408'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND SET IN THE
 HS1408'TOP OF A CONCRETE POST 1/2 FOOT UNDERGROUND.  NOTE-- THIS BENCH
 HS1408'MARK WAS ESTABLISHED BY ENGINEERS OF THE STATE DIVISION OF HIGHWAYS
 HS1408'IN DECEMBER 1936.
 HS1408
 HS1408                          STATION RECOVERY (1965)
 HS1408
 HS1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0826 ***********************************************************************
 EU0826  DESIGNATION -  106 WR
 EU0826  PID         -  EU0826
 EU0826  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0826  USGS QUAD   -  GENE WASH (1975)
 EU0826
 EU0826                         *CURRENT SURVEY CONTROL
 EU0826  ___________________________________________________________________
 EU0826* NAD 83(1986)-  34 18 21.     (N)    114 11 32.     (W)     SCALED    
 EU0826* NAVD 88     -       273.62   (+/-2cm)     897.7    (feet)  VERTCON   
 EU0826  ___________________________________________________________________
 EU0826  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0826  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0826
 EU0826.The horizontal coordinates were scaled from a topographic map and have
 EU0826.an estimated accuracy of +/- 6 seconds.
 EU0826
 EU0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0826.The vertical order pertains to the NGVD 29 superseded value.
 EU0826
 EU0826.The geoid height was determined by GEOID03.
 EU0826
 EU0826;                    North         East    Units  Estimated Accuracy
 EU0826;SPC CA 5     -   596,030.    2,350,410.      MT  (+/- 180 meters Scaled)
 EU0826
 EU0826                          SUPERSEDED SURVEY CONTROL
 EU0826
 EU0826  NGVD 29 (08/15/05)  272.986  (m)          895.62   (f) ADJUSTED    1 1
 EU0826
 EU0826.Superseded values are not recommended for survey control.
 EU0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0826.See file dsdata.txt to determine how the superseded data were derived.
 EU0826
 EU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT583996(NAD 83)
 EU0826_MARKER: DD = SURVEY DISK
 EU0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0826_STAMPING: 106 WR 896 1947
 EU0826_PROJECTION: FLUSH
 EU0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0826+STABILITY: SURFACE MOTION
 EU0826
 EU0826  HISTORY     - Date     Condition        Report By
 EU0826  HISTORY     - 1947     MONUMENTED       USGS
 EU0826  HISTORY     - 1976     GOOD             NGS
 EU0826
 EU0826                          STATION DESCRIPTION
 EU0826
 EU0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0826'4.45 MI NW FROM PARKER DAM.
 EU0826'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0826'DAM, THENCE 3.85 MILES NORTHWEST ALONG A PAVED ROAD, AT THE BASE OF A
 EU0826'ROCKY HILL, 28 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD, 97 FT.
 EU0826'SOUTH AND ACROSS ROAD FROM THE FIRST POWER POLE SOUTHEAST OF WHERE
 EU0826'POWER LINES CROSS THE ROAD, 0.05 MILE SOUTH AND ACROSS THE ROAD FROM
 EU0826'POWER LINE TOWER NUMBER 58 G 2.
 EU0826'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0564 ***********************************************************************
 GU0564  DESIGNATION -  106.12 USBR
 GU0564  PID         -  GU0564
 GU0564  STATE/COUNTY-  CA/FRESNO
 GU0564  USGS QUAD   -  BROADVIEW FARMS (1984)
 GU0564
 GU0564                         *CURRENT SURVEY CONTROL
 GU0564  ___________________________________________________________________
 GU0564* NAD 83(1986)-  36 51 41.     (N)    120 30 41.     (W)     SCALED    
 GU0564* NAVD 88     -        50.05   (+/-2cm)     164.2    (feet)  VERTCON   
 GU0564  ___________________________________________________________________
 GU0564  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0564
 GU0564.The horizontal coordinates were scaled from a topographic map and have
 GU0564.an estimated accuracy of +/- 6 seconds.
 GU0564
 GU0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0564.The vertical order pertains to the NGVD 29 superseded value.
 GU0564
 GU0564.The geoid height was determined by GEOID03.
 GU0564
 GU0564;                    North         East    Units  Estimated Accuracy
 GU0564;SPC CA 4     -   670,620.    1,865,240.      MT  (+/- 180 meters Scaled)
 GU0564
 GU0564                          SUPERSEDED SURVEY CONTROL
 GU0564
 GU0564  NGVD 29 (??/??/92)   49.361  (m)          161.95   (f) ADJ UNCH    2 0
 GU0564
 GU0564.Superseded values are not recommended for survey control.
 GU0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0564.See file dsdata.txt to determine how the superseded data were derived.
 GU0564
 GU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF218823(NAD 83)
 GU0564_MARKER: DD = SURVEY DISK
 GU0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0564_SP_SET: DRAIN INLET
 GU0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0564
 GU0564  HISTORY     - Date     Condition        Report By
 GU0564  HISTORY     - UNK      MONUMENTED       BOR
 GU0564  HISTORY     - 1955     GOOD             NGS
 GU0564  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0564
 GU0564                          STATION DESCRIPTION
 GU0564
 GU0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0564'1.6 MI NW FROM SONORA.
 GU0564'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 1.4
 GU0564'MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0564'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0564'106.12, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 GU0564'WALL, 17 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER LINE
 GU0564'OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.
 GU0564
 GU0564                          STATION RECOVERY (1963)
 GU0564
 GU0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1015 ***********************************************************************
 DC1015  DESIGNATION -  106.21 C OF SD
 DC1015  PID         -  DC1015
 DC1015  STATE/COUNTY-  CA/SAN DIEGO
 DC1015  USGS QUAD   -  
 DC1015
 DC1015                         *CURRENT SURVEY CONTROL
 DC1015  ___________________________________________________________________
 DC1015* NAD 83(1986)-  32 48 29.     (N)    117 15 32.     (W)     SCALED    
 DC1015* NAVD 88     -        34.02   (+/-2cm)     111.6    (feet)  VERTCON   
 DC1015  ___________________________________________________________________
 DC1015  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DC1015  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1015
 DC1015.The horizontal coordinates were scaled from a topographic map and have
 DC1015.an estimated accuracy of +/- 6 seconds.
 DC1015
 DC1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1015.The vertical order pertains to the NGVD 29 superseded value.
 DC1015
 DC1015.The geoid height was determined by GEOID03.
 DC1015
 DC1015;                    North         East    Units  Estimated Accuracy
 DC1015;SPC CA 6     -   571,590.    1,905,510.      MT  (+/- 180 meters Scaled)
 DC1015
 DC1015                          SUPERSEDED SURVEY CONTROL
 DC1015
 DC1015  NGVD 29 (??/??/??)   33.384  (m)          109.53   (f) ADJUSTED    1 2
 DC1015
 DC1015.Superseded values are not recommended for survey control.
 DC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1015.See file dsdata.txt to determine how the superseded data were derived.
 DC1015
 DC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS757300(NAD 83)
 DC1015_MARKER: Z = SEE DESCRIPTION
 DC1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1015_SP_SET: CONCRETE CURB
 DC1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1015
 DC1015  HISTORY     - Date     Condition        Report By
 DC1015  HISTORY     - UNK      MONUMENTED       CA3260
 DC1015  HISTORY     - 1955     GOOD             NGS
 DC1015  HISTORY     - 20060702 MARK NOT FOUND   INDIV
 DC1015
 DC1015                          STATION DESCRIPTION
 DC1015
 DC1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1015'1.6 MI NW FROM PACIFIC BEACH.
 DC1015'0.7 MILE WEST ALONG GARNET STREET FROM THE POST OFFICE AT PACIFIC
 DC1015'BEACH, THENCE 0.9 MILE NORTH ALONG MISSION BOULEVARD, AT THE
 DC1015'NORTHWEST CORNER OF THE INTERSECTION OF TURQUOISE STREET LEADING
 DC1015'EAST, LA JOLLA BOULEVARD LEADING WEST, AND LA JOLLA MESA STREET
 DC1015'LEADING NORTH, IN THE TOP OF THE CONCRETE CURB, 42.8 FEET WEST
 DC1015'OF THE CENTER LINE OF LA JOLLA MESA STREET, 35.9 FEET NORTH OF
 DC1015'THE CENTER LINE OF LA JOLLA BOULEVARD, 4.5 FEET SOUTHWEST OF THE
 DC1015'SOUTHWEST SIDE OF THE CONCRETE BASE FOR AN OVERHEAD SIGNAL LIGHT,
 DC1015'2.7 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE CONCRETE BASE
 DC1015'FOR STREET LIGHT NO. 8515, AND ABOUT 0.7 FOOT HIGHER THAN THE
 DC1015'BOULEVARD.
 DC1015
 DC1015                          STATION RECOVERY (2006)
 DC1015
 DC1015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJH)
 DC1015'THE STATION WAS NOT FOUND AT THE DESCRIBED LOCATION.
 DC1015' 
 DC1015'LA JOLLA BOULEVARD HAS BEEN REROUTED AND THE CROSS STREET IS NOW
 DC1015'IDENTIFIED AS TURQUOISE STREET ON BOTH SIDES OF THE INTERSECTION.
 DC1015' 
 DC1015'MODIFICATIONS TO THE INTERSECTION AND CURB APPEAR TO HAVE DESTROYED
 DC1015'THE STATION.  THE DESCRIPTION OF 35.9 FEET NORTH OF THE CENTER LINE OF
 DC1015'LA JOLLA BOULEVARD - THE OLDER STREET NAME - WOULD PLACE THE STATION
 DC1015'IN THE STREET RATHER THAN THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0077 ***********************************************************************
 GU0077  DESIGNATION -  106.35 L
 GU0077  PID         -  GU0077
 GU0077  STATE/COUNTY-  CA/FRESNO
 GU0077  USGS QUAD   -  CHANEY RANCH (1971)
 GU0077
 GU0077                         *CURRENT SURVEY CONTROL
 GU0077  ___________________________________________________________________
 GU0077* NAD 83(1986)-  36 43 36.     (N)    120 36 07.     (W)     SCALED    
 GU0077* NAVD 88     -       103.81   (+/-2cm)     340.6    (feet)  VERTCON   
 GU0077  ___________________________________________________________________
 GU0077  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GU0077  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0077
 GU0077.The horizontal coordinates were scaled from a topographic map and have
 GU0077.an estimated accuracy of +/- 6 seconds.
 GU0077
 GU0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0077.The vertical order pertains to the NGVD 29 superseded value.
 GU0077
 GU0077.The geoid height was determined by GEOID03.
 GU0077
 GU0077;                    North         East    Units  Estimated Accuracy
 GU0077;SPC CA 4     -   655,800.    1,856,910.      MT  (+/- 180 meters Scaled)
 GU0077
 GU0077                          SUPERSEDED SURVEY CONTROL
 GU0077
 GU0077  NGVD 29 (??/??/92)  103.025  (m)          338.01   (f) ADJ UNCH    1 1
 GU0077
 GU0077.Superseded values are not recommended for survey control.
 GU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0077.See file dsdata.txt to determine how the superseded data were derived.
 GU0077
 GU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF141672(NAD 83)
 GU0077_MARKER: DD = SURVEY DISK
 GU0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0077_SP_SET: WINGWALL
 GU0077_STAMPING: 106.35 L
 GU0077_MARK LOGO: BOR   
 GU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0077+STABILITY: SURFACE MOTION
 GU0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0077+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 GU0077
 GU0077  HISTORY     - Date     Condition        Report By
 GU0077  HISTORY     - UNK      MONUMENTED       BOR
 GU0077  HISTORY     - 1967     GOOD             NGS
 GU0077  HISTORY     - 1971     GOOD             NGS
 GU0077  HISTORY     - 19891129 GOOD             NGS
 GU0077
 GU0077                          STATION DESCRIPTION
 GU0077
 GU0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0077'19.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0077'19.6 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0077'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0077'R12E T14S, SECTION 12, IN THE TOP OF A CONCRETE RETAINING WALL
 GU0077'FOR A TURNOUT STRUCTURE, 114 FEET WEST OF A CONCRETE RETAINING
 GU0077'WALL FOR A TURNOUT STRUCTURE, 114 FEET WEST OF THE CENTER LINE
 GU0077'OF BRANNON AVENUE, 16 FEET SOUTH OF THE NORTHEAST LEVEE ROAD
 GU0077'(CENTER LINE), ABOUT 200 FEET SOUTHEAST OF BENCH MARK 12 HI
 GU0077'(USGS) AND A USGS RECORDING STATION, 0.3 FOOT WEST OF THE EAST
 GU0077'END OF THE WALL, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 GU0077
 GU0077                          STATION RECOVERY (1971)
 GU0077
 GU0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU0077'RECOVERED IN GOOD CONDITION.
 GU0077
 GU0077                          STATION RECOVERY (1989)
 GU0077
 GU0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0076 ***********************************************************************
 GU0076  DESIGNATION -  106.38 R
 GU0076  PID         -  GU0076
 GU0076  STATE/COUNTY-  CA/FRESNO
 GU0076  USGS QUAD   -  CHANEY RANCH (1971)
 GU0076
 GU0076                         *CURRENT SURVEY CONTROL
 GU0076  ___________________________________________________________________
 GU0076* NAD 83(1986)-  36 43 37.     (N)    120 36 14.     (W)     SCALED    
 GU0076* NAVD 88     -       104.580  (meters)     343.11   (feet)  ADJUSTED  
 GU0076  ___________________________________________________________________
 GU0076  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GU0076  DYNAMIC HT  -         104.492 (meters)     342.82  (feet)  COMP
 GU0076  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 GU0076
 GU0076  VERT ORDER  -  FIRST     CLASS I
 GU0076
 GU0076.The horizontal coordinates were scaled from a topographic map and have
 GU0076.an estimated accuracy of +/- 6 seconds.
 GU0076
 GU0076.The orthometric height was determined by differential leveling
 GU0076.and adjusted in June 1991.
 GU0076
 GU0076.The geoid height was determined by GEOID03.
 GU0076
 GU0076.The dynamic height is computed by dividing the NAVD 88
 GU0076.geopotential number by the normal gravity value computed on the
 GU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0076.degrees latitude (g = 980.6199 gals.).
 GU0076
 GU0076.The modeled gravity was interpolated from observed gravity values.
 GU0076
 GU0076;                    North         East    Units  Estimated Accuracy
 GU0076;SPC CA 4     -   655,830.    1,856,740.      MT  (+/- 180 meters Scaled)
 GU0076
 GU0076                          SUPERSEDED SURVEY CONTROL
 GU0076
 GU0076  NGVD 29 (??/??/92)  103.836  (m)          340.67   (f) ADJ UNCH    1 1
 GU0076
 GU0076.Superseded values are not recommended for survey control.
 GU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0076.See file dsdata.txt to determine how the superseded data were derived.
 GU0076
 GU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF139672(NAD 83)
 GU0076_MARKER: DD = SURVEY DISK
 GU0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0076_SP_SET: WINGWALL
 GU0076_STAMPING: 106.38 R
 GU0076_MARK LOGO: BOR   
 GU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0076+STABILITY: SURFACE MOTION
 GU0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0076+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1989
 GU0076
 GU0076  HISTORY     - Date     Condition        Report By
 GU0076  HISTORY     - UNK      MONUMENTED       BOR
 GU0076  HISTORY     - 1967     GOOD             NGS
 GU0076  HISTORY     - 1975     GOOD             NGS
 GU0076  HISTORY     - 19890316 GOOD             NGS
 GU0076
 GU0076                          STATION DESCRIPTION
 GU0076
 GU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0076'19.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0076'19.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0076'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0076'R12E T14S, SECTION 12, AT THE CROSSING OF BRANNON AVENUE, IN
 GU0076'THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF BRANNON AVENUE
 GU0076'BRIDGE OVER THE CANAL, 14 FEET WEST OF THE CENTER LINE OF THE
 GU0076'AVENUE, 3.2 FEET NORTH OF THE SOUTH END OF THE WING WALL, AND
 GU0076'ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0076
 GU0076                          STATION RECOVERY (1975)
 GU0076
 GU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0076'RECOVERED IN GOOD CONDITION.
 GU0076
 GU0076                          STATION RECOVERY (1989)
 GU0076
 GU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9249 ***********************************************************************
 JT9249  DESIGNATION -  1061
 JT9249  PID         -  JT9249
 JT9249  STATE/COUNTY-  CA/NAPA
 JT9249  USGS QUAD   -  NAPA (1980)
 JT9249
 JT9249                         *CURRENT SURVEY CONTROL
 JT9249  ___________________________________________________________________
 JT9249* NAD 83(1986)-  38 18 54.     (N)    122 18 10.     (W)     SCALED    
 JT9249* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 JT9249  ___________________________________________________________________
 JT9249  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9249  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9249
 JT9249.The horizontal coordinates were scaled from a topographic map and have
 JT9249.an estimated accuracy of +/- 6 seconds.
 JT9249
 JT9249.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9249.The vertical order pertains to the NGVD 29 superseded value.
 JT9249
 JT9249.The geoid height was determined by GEOID03.
 JT9249
 JT9249;                    North         East    Units  Estimated Accuracy
 JT9249;SPC CA 2     -   572,010.    1,973,520.      MT  (+/- 180 meters Scaled)
 JT9249
 JT9249                          SUPERSEDED SURVEY CONTROL
 JT9249
 JT9249  NGVD 29 (??/??/92)   17.807  (m)           58.42   (f) ADJ UNCH    2 2
 JT9249
 JT9249.Superseded values are not recommended for survey control.
 JT9249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9249.See file dsdata.txt to determine how the superseded data were derived.
 JT9249
 JT9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609409(NAD 83)
 JT9249_MARKER: B = BOLT
 JT9249_SETTING: 0 = UNSPECIFIED SETTING
 JT9249_MARK LOGO: NONE  
 JT9249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9249
 JT9249  HISTORY     - Date     Condition        Report By
 JT9249  HISTORY     - 1971     MONUMENTED       CA2330
 JT9249
 JT9249                          STATION DESCRIPTION
 JT9249
 JT9249'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9249'ALONG PUEBLO, 50 FT (15.2 M) EAST OF EAST RIGHT OF WAY OF CALIFORNIA
 JT9249'BLVD., A BRASS BOLT IN THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2776 ***********************************************************************
 HR2776  DESIGNATION -  10612
 HR2776  PID         -  HR2776
 HR2776  STATE/COUNTY-  CA/FRESNO
 HR2776  USGS QUAD   -  DOGTOOTH PEAK (1982)
 HR2776
 HR2776                         *CURRENT SURVEY CONTROL
 HR2776  ___________________________________________________________________
 HR2776* NAD 83(1992)-  37 08 28.52553(N)    119 03 38.86036(W)     ADJUSTED  
 HR2776* NAVD 88     -      3238.     (meters)   10623.     (feet)  SCALED    
 HR2776  ___________________________________________________________________
 HR2776  EPOCH DATE  -        1991.35
 HR2776  LAPLACE CORR-          12.95  (seconds)                    DEFLEC99
 HR2776  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HR2776  HORZ ORDER  -  SECOND
 HR2776
 HR2776.The horizontal coordinates were established by classical geodetic methods
 HR2776.and adjusted by the National Geodetic Survey in March 1994.
 HR2776.The horizontal coordinates are valid at the epoch date displayed above.
 HR2776.The epoch date for horizontal control is a decimal equivalence
 HR2776.of Year/Month/Day.
 HR2776
 HR2776.The orthometric height was scaled from a topographic map.
 HR2776
 HR2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2776
 HR2776.The geoid height was determined by GEOID03.
 HR2776
 HR2776;                    North         East     Units Scale Factor Converg.
 HR2776;SPC CA 4     -   700,616.084 1,994,598.705   MT  0.99998114   -0 02 10.6
 HR2776;SPC CA 4     - 2,298,604.60  6,543,945.92   sFT  0.99998114   -0 02 10.6
 HR2776;UTM  11      - 4,112,530.580   316,967.566   MT  1.00001270   -1 14 40.6
 HR2776
 HR2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2776!SPC CA 4     -   0.99949622  x   0.99998114  =   0.99947737
 HR2776!UTM  11      -   0.99949622  x   1.00001270  =   0.99950891
 HR2776
 HR2776                          SUPERSEDED SURVEY CONTROL
 HR2776
 HR2776  NAD 83(1986)-  37 08 28.53822(N)    119 03 38.85183(W) AD(1984.00) 2
 HR2776  NAD 27      -  37 08 28.74100(N)    119 03 35.43950(W) AD(       ) 2
 HR2776
 HR2776.Superseded values are not recommended for survey control.
 HR2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2776.See file dsdata.txt to determine how the superseded data were derived.
 HR2776
 HR2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB1696812531(NAD 83)
 HR2776
 HR2776  HISTORY     - Date     Condition        Report By
 HR2776  HISTORY     - 1950     MONUMENTED       CGS
 HR2776
 HR2776                          STATION DESCRIPTION
 HR2776
 HR2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2776'SEE STATIONS SISTERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2754 ***********************************************************************
 HR2754  DESIGNATION -  10643
 HR2754  PID         -  HR2754
 HR2754  STATE/COUNTY-  CA/FRESNO
 HR2754  USGS QUAD   -  MT GIVENS (1982)
 HR2754
 HR2754                         *CURRENT SURVEY CONTROL
 HR2754  ___________________________________________________________________
 HR2754* NAD 83(1992)-  37 16 44.01461(N)    119 03 19.19189(W)     ADJUSTED  
 HR2754* NAVD 88     -      3246.     (meters)   10650.     (feet)  SCALED    
 HR2754  ___________________________________________________________________
 HR2754  EPOCH DATE  -        1991.35
 HR2754  LAPLACE CORR-          11.20  (seconds)                    DEFLEC99
 HR2754  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HR2754  HORZ ORDER  -  SECOND
 HR2754
 HR2754.The horizontal coordinates were established by classical geodetic methods
 HR2754.and adjusted by the National Geodetic Survey in March 1994.
 HR2754.The horizontal coordinates are valid at the epoch date displayed above.
 HR2754.The epoch date for horizontal control is a decimal equivalence
 HR2754.of Year/Month/Day.
 HR2754
 HR2754.The orthometric height was scaled from a topographic map.
 HR2754
 HR2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2754
 HR2754.The geoid height was determined by GEOID03.
 HR2754
 HR2754;                    North         East     Units Scale Factor Converg.
 HR2754;SPC CA 4     -   715,890.725 1,995,092.907   MT  1.00000562   -0 01 58.8
 HR2754;SPC CA 4     - 2,348,718.15  6,545,567.31   sFT  1.00000562   -0 01 58.8
 HR2754;UTM  11      - 4,127,791.648   317,784.304   MT  1.00000901   -1 14 42.9
 HR2754
 HR2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2754!SPC CA 4     -   0.99949490  x   1.00000562  =   0.99950052
 HR2754!UTM  11      -   0.99949490  x   1.00000901  =   0.99950391
 HR2754
 HR2754                          SUPERSEDED SURVEY CONTROL
 HR2754
 HR2754  NAD 83(1986)-  37 16 44.02425(N)    119 03 19.18101(W) AD(1984.00) 2
 HR2754  NAD 27      -  37 16 44.21988(N)    119 03 15.76377(W) AD(       ) 2
 HR2754
 HR2754.Superseded values are not recommended for survey control.
 HR2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2754.See file dsdata.txt to determine how the superseded data were derived.
 HR2754
 HR2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB1778427792(NAD 83)
 HR2754
 HR2754  HISTORY     - Date     Condition        Report By
 HR2754  HISTORY     - 1950     MONUMENTED       CGS
 HR2754
 HR2754                          STATION DESCRIPTION
 HR2754
 HR2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2754'SEE STATION GIVEN
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2502 ***********************************************************************
 EW2502  DESIGNATION -  1066 RESET
 EW2502  PID         -  EW2502
 EW2502  STATE/COUNTY-  CA/LOS ANGELES
 EW2502  USGS QUAD   -  SAN FERNANDO (1988)
 EW2502
 EW2502                         *CURRENT SURVEY CONTROL
 EW2502  ___________________________________________________________________
 EW2502* NAD 83(1986)-  34 16 59.     (N)    118 26 30.     (W)     SCALED    
 EW2502* NAVD 88     -       324.837  (meters)    1065.74   (feet)  ADJUSTED  
 EW2502  ___________________________________________________________________
 EW2502  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2502  DYNAMIC HT  -         324.478 (meters)    1064.56  (feet)  COMP
 EW2502  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 EW2502
 EW2502  VERT ORDER  -  FIRST     CLASS I
 EW2502
 EW2502.The horizontal coordinates were scaled from a topographic map and have
 EW2502.an estimated accuracy of +/- 6 seconds.
 EW2502
 EW2502.The orthometric height was determined by differential leveling
 EW2502.and adjusted in June 1995.
 EW2502
 EW2502.The geoid height was determined by GEOID03.
 EW2502
 EW2502.The dynamic height is computed by dividing the NAVD 88
 EW2502.geopotential number by the normal gravity value computed on the
 EW2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2502.degrees latitude (g = 980.6199 gals.).
 EW2502
 EW2502.The modeled gravity was interpolated from observed gravity values.
 EW2502
 EW2502;                    North         East    Units  Estimated Accuracy
 EW2502;SPC CA 5     -   586,950.    1,959,340.      MT  (+/- 180 meters Scaled)
 EW2502
 EW2502                          SUPERSEDED SURVEY CONTROL
 EW2502
 EW2502  NAVD 88 (06/15/91)  324.697  (m)         1065.28   (f) UNKNOWN     1 1
 EW2502  NGVD 29 (??/??/92)  323.622  (m)         1061.75   (f) ADJ UNCH    1 1
 EW2502
 EW2502.Superseded values are not recommended for survey control.
 EW2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2502.See file dsdata.txt to determine how the superseded data were derived.
 EW2502
 EW2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT673944(NAD 83)
 EW2502_MARKER: DD = SURVEY DISK
 EW2502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2502_SP_SET: CURB
 EW2502_STAMPING: 1066 RESET 1939 RESET 1966
 EW2502_MARK LOGO: USGS  
 EW2502_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2502+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 EW2502
 EW2502  HISTORY     - Date     Condition        Report By
 EW2502  HISTORY     - 1966     MONUMENTED       USGS
 EW2502  HISTORY     - 1966     GOOD             NGS
 EW2502  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2502  HISTORY     - 1987     GOOD             NGS
 EW2502  HISTORY     - 19940714 GOOD             NGS
 EW2502
 EW2502                          STATION DESCRIPTION
 EW2502
 EW2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW2502'AT SAN FERNANDO.
 EW2502'AT SAN FERNANDO, NEAR THE INTERSECTION OF SAN FERNANDO ROAD
 EW2502'AND MACLAY AVENUE, ON THE EAST CURB OF S. MACLAY AVENUE, 29.4
 EW2502'FEET SOUTH OF SOUTH P-LINE OF SAN FERNANDO ROAD.
 EW2502
 EW2502                          STATION RECOVERY (1971)
 EW2502
 EW2502'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2502'RECOVERED AS DESCRIBED.
 EW2502
 EW2502                          STATION RECOVERY (1987)
 EW2502
 EW2502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2502'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 341182 IS
 EW2502'ADEQUATE EXCEPT ADD-- A RUBBING WAS TAKEN AND THE STAMPING IS 1066
 EW2502'RESET 1939 RESET 1966.
 EW2502
 EW2502                          STATION RECOVERY (1994)
 EW2502
 EW2502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2502'IN SAN FERNANDO, AT THE INTERSECTION OF SAN FERNANDO ROAD AND MACLAY
 EW2502'AVENUE, IN THE SOUTHEAST CONCRETE CURB OF THE ROAD, 18.9 M (62.0 FT)
 EW2502'SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 6.2 M (20.3 FT) SOUTHEAST
 EW2502'OF AND LEVEL WITH THE CENTERLINE OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2501 ***********************************************************************
 EW2501  DESIGNATION -  1066 USGS RESET 1939
 EW2501  PID         -  EW2501
 EW2501  STATE/COUNTY-  CA/LOS ANGELES
 EW2501  USGS QUAD   -  SAN FERNANDO (1988)
 EW2501
 EW2501                         *CURRENT SURVEY CONTROL
 EW2501  ___________________________________________________________________
 EW2501* NAD 83(1986)-  34 16 59.     (N)    118 26 30.     (W)     SCALED    
 EW2501* NAVD 88     -       325.39   (+/-2cm)    1067.6    (feet)  VERTCON   
 EW2501  ___________________________________________________________________
 EW2501  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2501  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2501
 EW2501.The horizontal coordinates were scaled from a topographic map and have
 EW2501.an estimated accuracy of +/- 6 seconds.
 EW2501
 EW2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2501.The vertical order pertains to the NGVD 29 superseded value.
 EW2501
 EW2501.The geoid height was determined by GEOID03.
 EW2501
 EW2501;                    North         East    Units  Estimated Accuracy
 EW2501;SPC CA 5     -   586,950.    1,959,340.      MT  (+/- 180 meters Scaled)
 EW2501
 EW2501                          SUPERSEDED SURVEY CONTROL
 EW2501
 EW2501  NGVD 29 (??/??/92)  324.59   (m)         1064.9    (f) COMPUTED    1 2
 EW2501
 EW2501.Superseded values are not recommended for survey control.
 EW2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2501.See file dsdata.txt to determine how the superseded data were derived.
 EW2501
 EW2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT673944(NAD 83)
 EW2501_MARKER: DD = SURVEY DISK
 EW2501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2501_SP_SET: CURB
 EW2501_STAMPING: 1066 RESET 1939 51
 EW2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2501
 EW2501  HISTORY     - Date     Condition        Report By
 EW2501  HISTORY     - 1939     MONUMENTED       USGS
 EW2501  HISTORY     - 1955     GOOD             NGS
 EW2501  HISTORY     - 1965     MARK NOT FOUND   NGS
 EW2501
 EW2501                          STATION DESCRIPTION
 EW2501
 EW2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2501'AT SAN FERNANDO.
 EW2501'AT SAN FERNANDO, NEAR THE INTERSECTION OF SAN FERNANDO ROAD
 EW2501'AND MACLAY AVENUE, IN THE TOP OF THE SOUTHWEST CURB OF THE ROAD,
 EW2501'135.6 FEET NORTHWEST OF THE NORTHWEST CURB OF THE AVENUE, 11.4
 EW2501'FEET SOUTHEAST OF PARKING METER W 9, 7.4 FEET NORTHWEST OF THE
 EW2501'NORTHWEST FACE OF GRANITE AND CONCRETE LIGHT POLE 56-D-8, AND
 EW2501'ABOUT LEVEL WITH THE ROAD.
 EW2501
 EW2501                          STATION RECOVERY (1965)
 EW2501
 EW2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EW2501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0464 ***********************************************************************
 FT0464  DESIGNATION -  107
 FT0464  PID         -  FT0464
 FT0464  STATE/COUNTY-  CA/INYO
 FT0464  USGS QUAD   -  WHITE HILLS (1983)
 FT0464
 FT0464                         *CURRENT SURVEY CONTROL
 FT0464  ___________________________________________________________________
 FT0464* NAD 83(1986)-  35 50 18.     (N)    117 44 10.     (W)     SCALED    
 FT0464* NAVD 88     -       721.969  (meters)    2368.66   (feet)  ADJUSTED  
 FT0464  ___________________________________________________________________
 FT0464  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FT0464  DYNAMIC HT  -         721.176 (meters)    2366.06  (feet)  COMP
 FT0464  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 FT0464
 FT0464  VERT ORDER  -  FIRST     CLASS II
 FT0464
 FT0464.The horizontal coordinates were scaled from a topographic map and have
 FT0464.an estimated accuracy of +/- 6 seconds.
 FT0464
 FT0464.The orthometric height was determined by differential leveling
 FT0464.and adjusted in June 1991.
 FT0464
 FT0464.The geoid height was determined by GEOID03.
 FT0464
 FT0464.The dynamic height is computed by dividing the NAVD 88
 FT0464.geopotential number by the normal gravity value computed on the
 FT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0464.degrees latitude (g = 980.6199 gals.).
 FT0464
 FT0464.The modeled gravity was interpolated from observed gravity values.
 FT0464
 FT0464;                    North         East    Units  Estimated Accuracy
 FT0464;SPC CA 4     -   556,790.    2,114,190.      MT  (+/- 180 meters Scaled)
 FT0464
 FT0464                          SUPERSEDED SURVEY CONTROL
 FT0464
 FT0464  NGVD 29 (??/??/92)  721.118  (m)         2365.87   (f) ADJ UNCH    1 2
 FT0464
 FT0464.Superseded values are not recommended for survey control.
 FT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0464.See file dsdata.txt to determine how the superseded data were derived.
 FT0464
 FT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV335662(NAD 83)
 FT0464_MARKER: DD = SURVEY DISK
 FT0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0464_STAMPING: BM 107
 FT0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0464+STABILITY: SURFACE MOTION
 FT0464
 FT0464  HISTORY     - Date     Condition        Report By
 FT0464  HISTORY     - UNK      MONUMENTED       USN
 FT0464  HISTORY     - 1950     GOOD             NGS
 FT0464
 FT0464                          STATION DESCRIPTION
 FT0464
 FT0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0464'15 MI NW FROM CHINA LAKE USN .
 FT0464'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0464'1.5 MILES NORTH ALONG THE L AND L-C ROAD FROM THE INTERSECTION
 FT0464'WITH THE G-1 SPOTTING TOWER ROAD 40 FEET EAST OF THE CENTER
 FT0464'LINE OF THE ROAD AND SLIGHTLY LOWER GROUND.  THE STATION IS AN
 FT0464'USN  DISK SET IN AN 8 IN SQUARE CONCRETE POST PROJECTING 3 IN
 FT0464'ABOVE THE GROUND AND IS STAMPED BM 107.  FOR INFORMATION TO
 FT0464'REACH FROM THE NAVAL ORDNANCE TEST STATION HEADQUARTERS, CONTACT
 FT0464'THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2379 ***********************************************************************
 EV2379  DESIGNATION -  107 26
 EV2379  PID         -  EV2379
 EV2379  STATE/COUNTY-  CA/LOS ANGELES
 EV2379  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2379
 EV2379                         *CURRENT SURVEY CONTROL
 EV2379  ___________________________________________________________________
 EV2379* NAD 83(1986)-  34 42 17.     (N)    117 58 12.     (W)     SCALED    
 EV2379* NAVD 88     -       737.57   (+/-2cm)    2419.8    (feet)  VERTCON   
 EV2379  ___________________________________________________________________
 EV2379  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EV2379  VERT ORDER  -  THIRD (See Below)
 EV2379
 EV2379.The horizontal coordinates were scaled from a topographic map and have
 EV2379.an estimated accuracy of +/- 6 seconds.
 EV2379
 EV2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2379.The vertical order pertains to the NGVD 29 superseded value.
 EV2379
 EV2379.The geoid height was determined by GEOID03.
 EV2379
 EV2379;                    North         East    Units  Estimated Accuracy
 EV2379;SPC CA 5     -   633,630.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2379
 EV2379                          SUPERSEDED SURVEY CONTROL
 EV2379
 EV2379  NGVD 29 (??/??/??)  736.73   (m)         2417.1    (f) RESET       3  
 EV2379
 EV2379.Superseded values are not recommended for survey control.
 EV2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2379.See file dsdata.txt to determine how the superseded data were derived.
 EV2379
 EV2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU111407(NAD 83)
 EV2379_MARKER: DD = SURVEY DISK
 EV2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2379_STAMPING: 107-26 BM 1961 5869
 EV2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2379+STABILITY: SURFACE MOTION
 EV2379
 EV2379  HISTORY     - Date     Condition        Report By
 EV2379  HISTORY     - 1961     MONUMENTED       CA-037
 EV2379  HISTORY     - 1961     GOOD             NGS
 EV2379  HISTORY     - 1975     GOOD             NGS
 EV2379
 EV2379                          STATION DESCRIPTION
 EV2379
 EV2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2379'9.4 MI E FROM LANCASTER.
 EV2379'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S.
 EV2379'HIGHWAY 6 AT LANCASTER, 75 FEET SOUTHWEST OF THE CENTER OF THE
 EV2379'INTERSECTION OF 90TH STREET EAST, 29 FEET SOUTH OF THE CENTER
 EV2379'LINE OF THE AVENUE, 69 FEET WEST OF THE CENTER LINE OF THE
 EV2379'STREET, 1 1/2 FEET EAST OF POWER LINE POLE 955479E, 2.0 FEET
 EV2379'WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE,
 EV2379'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EV2379'ABOVE THE GROUND.
 EV2379
 EV2379                          STATION RECOVERY (1975)
 EV2379
 EV2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EV2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2380 ***********************************************************************
 EV2380  DESIGNATION -  107 27
 EV2380  PID         -  EV2380
 EV2380  STATE/COUNTY-  CA/LOS ANGELES
 EV2380  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2380
 EV2380                         *CURRENT SURVEY CONTROL
 EV2380  ___________________________________________________________________
 EV2380* NAD 83(1986)-  34 42 17.     (N)    117 58 43.     (W)     SCALED    
 EV2380* NAVD 88     -       736.67   (+/-2cm)    2416.9    (feet)  VERTCON   
 EV2380  ___________________________________________________________________
 EV2380  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EV2380  VERT ORDER  -  THIRD (See Below)
 EV2380
 EV2380.The horizontal coordinates were scaled from a topographic map and have
 EV2380.an estimated accuracy of +/- 6 seconds.
 EV2380
 EV2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2380.The vertical order pertains to the NGVD 29 superseded value.
 EV2380
 EV2380.The geoid height was determined by GEOID03.
 EV2380
 EV2380;                    North         East    Units  Estimated Accuracy
 EV2380;SPC CA 5     -   633,630.    2,001,960.      MT  (+/- 180 meters Scaled)
 EV2380
 EV2380                          SUPERSEDED SURVEY CONTROL
 EV2380
 EV2380  NGVD 29 (??/??/??)  735.83   (m)         2414.1    (f) RESET       3  
 EV2380
 EV2380.Superseded values are not recommended for survey control.
 EV2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2380.See file dsdata.txt to determine how the superseded data were derived.
 EV2380
 EV2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU103407(NAD 83)
 EV2380_MARKER: DD = SURVEY DISK
 EV2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2380_STAMPING: 107-27 BM 1961 5869
 EV2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2380+STABILITY: SURFACE MOTION
 EV2380
 EV2380  HISTORY     - Date     Condition        Report By
 EV2380  HISTORY     - 1961     MONUMENTED       CA-037
 EV2380  HISTORY     - 1961     GOOD             NGS
 EV2380
 EV2380                          STATION DESCRIPTION
 EV2380
 EV2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2380'9 MI E FROM LANCASTER.
 EV2380'8.95 MILES EAST ALONG AVENUE I FROM JUNCTION OF U.S. HIGHWAY
 EV2380'6 AT LANCASTER, AT THE JUNCTION OF A PRIVATE ASPHALT ROAD LEADING
 EV2380'NORTH, AT THE SOUTHEAST CORNER OF THE JAY DEE RANCH HOUSE YARD,
 EV2380'44 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 29 FEET WEST
 EV2380'OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER
 EV2380'LINE OF THE AVENUE, 28 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 EV2380'OF THE FOUNDATION OF AN ELEVATED WATER TANK, 1.0 FOOT NORTH OF
 EV2380'TELEPHONE POLE K 3143Y, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 EV2380'1/2 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A
 EV2380'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2381 ***********************************************************************
 EV2381  DESIGNATION -  107 28
 EV2381  PID         -  EV2381
 EV2381  STATE/COUNTY-  CA/LOS ANGELES
 EV2381  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2381
 EV2381                         *CURRENT SURVEY CONTROL
 EV2381  ___________________________________________________________________
 EV2381* NAD 83(1986)-  34 42 17.     (N)    117 59 15.     (W)     SCALED    
 EV2381* NAVD 88     -       737.18   (+/-2cm)    2418.6    (feet)  VERTCON   
 EV2381  ___________________________________________________________________
 EV2381  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EV2381  VERT ORDER  -  THIRD (See Below)
 EV2381
 EV2381.The horizontal coordinates were scaled from a topographic map and have
 EV2381.an estimated accuracy of +/- 6 seconds.
 EV2381
 EV2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2381.The vertical order pertains to the NGVD 29 superseded value.
 EV2381
 EV2381.The geoid height was determined by GEOID03.
 EV2381
 EV2381;                    North         East    Units  Estimated Accuracy
 EV2381;SPC CA 5     -   633,630.    2,001,150.      MT  (+/- 180 meters Scaled)
 EV2381
 EV2381                          SUPERSEDED SURVEY CONTROL
 EV2381
 EV2381  NGVD 29 (??/??/??)  736.34   (m)         2415.8    (f) RESET       3  
 EV2381
 EV2381.Superseded values are not recommended for survey control.
 EV2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2381.See file dsdata.txt to determine how the superseded data were derived.
 EV2381
 EV2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU095407(NAD 83)
 EV2381_MARKER: DD = SURVEY DISK
 EV2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2381_STAMPING: BM 107-28 1961 5869
 EV2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2381+STABILITY: SURFACE MOTION
 EV2381
 EV2381  HISTORY     - Date     Condition        Report By
 EV2381  HISTORY     - 1961     MONUMENTED       CA-037
 EV2381  HISTORY     - 1961     GOOD             NGS
 EV2381
 EV2381                          STATION DESCRIPTION
 EV2381
 EV2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2381'8.4 MI E FROM LANCASTER.
 EV2381'8.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S.
 EV2381'HIGHWAY 6 AT LANCASTER, 50 FEET SOUTHWEST OF THE INTERSECTION
 EV2381'OF 80TH STREET EAST, 31 FEET SOUTH OF THE CENTER LINE OF THE
 EV2381'AVENUE, 36 FEET WEST OF THE CENTER LINE OF THE STREET, 2.0 FEET
 EV2381'SOUTH OF POWER LINE POLE 991781E, 2.4 FEET NORTH OF A WITNESS
 EV2381'POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 EV2381'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2382 ***********************************************************************
 EV2382  DESIGNATION -  107 29
 EV2382  PID         -  EV2382
 EV2382  STATE/COUNTY-  CA/LOS ANGELES
 EV2382  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2382
 EV2382                         *CURRENT SURVEY CONTROL
 EV2382  ___________________________________________________________________
 EV2382* NAD 83(1986)-  34 42 14.     (N)    117 59 48.     (W)     SCALED    
 EV2382* NAVD 88     -       734.14   (+/-2cm)    2408.6    (feet)  VERTCON   
 EV2382  ___________________________________________________________________
 EV2382  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2382  VERT ORDER  -  THIRD (See Below)
 EV2382
 EV2382.The horizontal coordinates were scaled from a topographic map and have
 EV2382.an estimated accuracy of +/- 6 seconds.
 EV2382
 EV2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2382.The vertical order pertains to the NGVD 29 superseded value.
 EV2382
 EV2382.The geoid height was determined by GEOID03.
 EV2382
 EV2382;                    North         East    Units  Estimated Accuracy
 EV2382;SPC CA 5     -   633,540.    2,000,310.      MT  (+/- 180 meters Scaled)
 EV2382
 EV2382                          SUPERSEDED SURVEY CONTROL
 EV2382
 EV2382  NGVD 29 (??/??/??)  733.29   (m)         2405.8    (f) RESET       3  
 EV2382
 EV2382.Superseded values are not recommended for survey control.
 EV2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2382.See file dsdata.txt to determine how the superseded data were derived.
 EV2382
 EV2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU087406(NAD 83)
 EV2382_MARKER: DD = SURVEY DISK
 EV2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2382_STAMPING: 107-29 BM 1961 5869
 EV2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2382+STABILITY: SURFACE MOTION
 EV2382
 EV2382  HISTORY     - Date     Condition        Report By
 EV2382  HISTORY     - 1961     MONUMENTED       CA-037
 EV2382  HISTORY     - 1961     GOOD             NGS
 EV2382
 EV2382                          STATION DESCRIPTION
 EV2382
 EV2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2382'8 MI E FROM LANCASTER.
 EV2382'7.95 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S.
 EV2382'HIGHWAY 6 AT LANCASTER, 40 FEET SOUTHWEST OF THE CENTER OF
 EV2382'THE JUNCTION OF A DIRT ROAD, 33 FEET SOUTH OF THE CENTER LINE
 EV2382'OF THE AVENUE, 20 1/2 FEET WEST OF THE EXTENDED CENTER LINE
 EV2382'OF THE ROAD, 16 FEET SOUTHWEST OF POWER LINE POLE 482159E SUPPORTING
 EV2382'A TRANSFORMER, 4.0 FEET SOUTH OF A FENCE CORNER, 1.5 FEET
 EV2382'WEST OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 EV2382'LOWER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 EV2382'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0474 ***********************************************************************
 EW0474  DESIGNATION -  107 30 LA CO
 EW0474  PID         -  EW0474
 EW0474  STATE/COUNTY-  CA/LOS ANGELES
 EW0474  USGS QUAD   -  LANCASTER EAST (1974)
 EW0474
 EW0474                         *CURRENT SURVEY CONTROL
 EW0474  ___________________________________________________________________
 EW0474* NAD 83(1986)-  34 42 15.     (N)    118 00 19.     (W)     SCALED    
 EW0474* NAVD 88     -       733.35   (+/-2cm)    2406.0    (feet)  VERTCON   
 EW0474  ___________________________________________________________________
 EW0474  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EW0474  VERT ORDER  -  THIRD (See Below)
 EW0474
 EW0474.The horizontal coordinates were scaled from a topographic map and have
 EW0474.an estimated accuracy of +/- 6 seconds.
 EW0474
 EW0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0474.The vertical order pertains to the NGVD 29 superseded value.
 EW0474
 EW0474.The geoid height was determined by GEOID03.
 EW0474
 EW0474;                    North         East    Units  Estimated Accuracy
 EW0474;SPC CA 5     -   633,570.    1,999,520.      MT  (+/- 180 meters Scaled)
 EW0474
 EW0474                          SUPERSEDED SURVEY CONTROL
 EW0474
 EW0474  NGVD 29 (??/??/??)  732.50   (m)         2403.2    (f) RESET       3  
 EW0474
 EW0474.Superseded values are not recommended for survey control.
 EW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0474.See file dsdata.txt to determine how the superseded data were derived.
 EW0474
 EW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU079406(NAD 83)
 EW0474_MARKER: DD = SURVEY DISK
 EW0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0474_STAMPING: BM 107-30 1961 5869
 EW0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0474+STABILITY: SURFACE MOTION
 EW0474
 EW0474  HISTORY     - Date     Condition        Report By
 EW0474  HISTORY     - 1961     MONUMENTED       CA-037
 EW0474  HISTORY     - 1961     GOOD             NGS
 EW0474
 EW0474                          STATION DESCRIPTION
 EW0474
 EW0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0474'7.4 MI E FROM LANCASTER.
 EW0474'7.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0474'6 AT LANCASTER, AT THE INTERSECTION OF 70TH STREET EAST, 66 FEET
 EW0474'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 56 FEET WEST OF THE
 EW0474'CENTER LINE OF THE STREET, 33 FEET SOUTH OF THE CENTER LINE OF
 EW0474'THE AVENUE, 2 1/2 FEET SOUTH OF POWER LINE POLE 991755E, 2.1 FEET
 EW0474'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN
 EW0474'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0475 ***********************************************************************
 EW0475  DESIGNATION -  107 31 LA CO
 EW0475  PID         -  EW0475
 EW0475  STATE/COUNTY-  CA/LOS ANGELES
 EW0475  USGS QUAD   -  LANCASTER EAST (1974)
 EW0475
 EW0475                         *CURRENT SURVEY CONTROL
 EW0475  ___________________________________________________________________
 EW0475* NAD 83(1986)-  34 42 15.     (N)    118 00 51.     (W)     SCALED    
 EW0475* NAVD 88     -       732.75   (+/-2cm)    2404.0    (feet)  VERTCON   
 EW0475  ___________________________________________________________________
 EW0475  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW0475  VERT ORDER  -  THIRD (See Below)
 EW0475
 EW0475.The horizontal coordinates were scaled from a topographic map and have
 EW0475.an estimated accuracy of +/- 6 seconds.
 EW0475
 EW0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0475.The vertical order pertains to the NGVD 29 superseded value.
 EW0475
 EW0475.The geoid height was determined by GEOID03.
 EW0475
 EW0475;                    North         East    Units  Estimated Accuracy
 EW0475;SPC CA 5     -   633,570.    1,998,700.      MT  (+/- 180 meters Scaled)
 EW0475
 EW0475                          SUPERSEDED SURVEY CONTROL
 EW0475
 EW0475  NGVD 29 (??/??/??)  731.90   (m)         2401.2    (f) RESET       3  
 EW0475
 EW0475.Superseded values are not recommended for survey control.
 EW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0475.See file dsdata.txt to determine how the superseded data were derived.
 EW0475
 EW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU071407(NAD 83)
 EW0475_MARKER: DD = SURVEY DISK
 EW0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0475_STAMPING: BM 107-31 1961 5869
 EW0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0475+STABILITY: SURFACE MOTION
 EW0475
 EW0475  HISTORY     - Date     Condition        Report By
 EW0475  HISTORY     - 1961     MONUMENTED       CA-037
 EW0475  HISTORY     - 1961     GOOD             NGS
 EW0475  HISTORY     - 20010916 GOOD             INDIV
 EW0475
 EW0475                          STATION DESCRIPTION
 EW0475
 EW0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0475'7 MI E FROM LANCASTER.
 EW0475'6.95 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0475'6 AT LANCASTER, AT THE T JUNCTION OF 65TH STREET EAST, 140 FEET
 EW0475'WEST OF THE CENTER LINE OF THE STREET, 33 FEET SOUTH OF THE
 EW0475'CENTER LINE OF THE AVENUE, 2 1/2 FEET SOUTH OF POWER LINE POLE
 EW0475'1121124E, 2.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW0475'AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW0475'ABOVE THE GROUND.
 EW0475
 EW0475                          STATION RECOVERY (2001)
 EW0475
 EW0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 EW0475'U.S. HIGHWAY 6 IS NOW SIERRA HIGHWAY.  THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0476 ***********************************************************************
 EW0476  DESIGNATION -  107 32 LA CO
 EW0476  PID         -  EW0476
 EW0476  STATE/COUNTY-  CA/LOS ANGELES
 EW0476  USGS QUAD   -  LANCASTER EAST (1974)
 EW0476
 EW0476                         *CURRENT SURVEY CONTROL
 EW0476  ___________________________________________________________________
 EW0476* NAD 83(1986)-  34 42 16.     (N)    118 01 24.     (W)     SCALED    
 EW0476* NAVD 88     -       732.75   (+/-2cm)    2404.0    (feet)  VERTCON   
 EW0476  ___________________________________________________________________
 EW0476  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EW0476  VERT ORDER  -  THIRD (See Below)
 EW0476
 EW0476.The horizontal coordinates were scaled from a topographic map and have
 EW0476.an estimated accuracy of +/- 6 seconds.
 EW0476
 EW0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0476.The vertical order pertains to the NGVD 29 superseded value.
 EW0476
 EW0476.The geoid height was determined by GEOID03.
 EW0476
 EW0476;                    North         East    Units  Estimated Accuracy
 EW0476;SPC CA 5     -   633,600.    1,997,860.      MT  (+/- 180 meters Scaled)
 EW0476
 EW0476                          SUPERSEDED SURVEY CONTROL
 EW0476
 EW0476  NGVD 29 (??/??/??)  731.90   (m)         2401.2    (f) RESET       3  
 EW0476
 EW0476.Superseded values are not recommended for survey control.
 EW0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0476.See file dsdata.txt to determine how the superseded data were derived.
 EW0476
 EW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU062407(NAD 83)
 EW0476_MARKER: DD = SURVEY DISK
 EW0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0476_STAMPING: BM 107-32 1961 5869
 EW0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0476+STABILITY: SURFACE MOTION
 EW0476
 EW0476  HISTORY     - Date     Condition        Report By
 EW0476  HISTORY     - 1961     MONUMENTED       CA-037
 EW0476  HISTORY     - 1961     GOOD             NGS
 EW0476
 EW0476                          STATION DESCRIPTION
 EW0476
 EW0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0476'6.4 MI E FROM LANCASTER.
 EW0476'6.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0476'6 AT LANCASTER, AT THE JUNCTION OF 60TH STREET EAST, 69 FEET
 EW0476'NORTH OF THE CENTER LINE OF THE AVENUE, 27 FEET WEST OF THE
 EW0476'CENTER LINE OF THE STREET, 2 1/2 FEET WEST OF POWER LINE POLE
 EW0476'991726E, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW0476'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 EW0476'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0477 ***********************************************************************
 EW0477  DESIGNATION -  107 33 LA CO
 EW0477  PID         -  EW0477
 EW0477  STATE/COUNTY-  CA/LOS ANGELES
 EW0477  USGS QUAD   -  LANCASTER EAST (1974)
 EW0477
 EW0477                         *CURRENT SURVEY CONTROL
 EW0477  ___________________________________________________________________
 EW0477* NAD 83(1986)-  34 42 16.     (N)    118 01 56.     (W)     SCALED    
 EW0477* NAVD 88     -       730.93   (+/-2cm)    2398.1    (feet)  VERTCON   
 EW0477  ___________________________________________________________________
 EW0477  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EW0477  VERT ORDER  -  THIRD (See Below)
 EW0477
 EW0477.The horizontal coordinates were scaled from a topographic map and have
 EW0477.an estimated accuracy of +/- 6 seconds.
 EW0477
 EW0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0477.The vertical order pertains to the NGVD 29 superseded value.
 EW0477
 EW0477.The geoid height was determined by GEOID03.
 EW0477
 EW0477;                    North         East    Units  Estimated Accuracy
 EW0477;SPC CA 5     -   633,600.    1,997,050.      MT  (+/- 180 meters Scaled)
 EW0477
 EW0477                          SUPERSEDED SURVEY CONTROL
 EW0477
 EW0477  NGVD 29 (??/??/??)  730.08   (m)         2395.3    (f) RESET       3  
 EW0477
 EW0477.Superseded values are not recommended for survey control.
 EW0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0477.See file dsdata.txt to determine how the superseded data were derived.
 EW0477
 EW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU054407(NAD 83)
 EW0477_MARKER: DD = SURVEY DISK
 EW0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0477_STAMPING: BM 107-33 1961 5869
 EW0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0477+STABILITY: SURFACE MOTION
 EW0477
 EW0477  HISTORY     - Date     Condition        Report By
 EW0477  HISTORY     - 1961     MONUMENTED       CA-037
 EW0477  HISTORY     - 1961     GOOD             NGS
 EW0477
 EW0477                          STATION DESCRIPTION
 EW0477
 EW0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0477'6 MI E FROM LANCASTER.
 EW0477'5.95 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0477'6 AT LANCASTER, AT THE T JUNCTION OF A PRIVATE DRIVEWAY LEADING
 EW0477'NORTH TO A HOUSE, 40 FEET NORTHEAST OF THE CENTER OF THE
 EW0477'JUNCTION, 30 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 24
 EW0477'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1.9 FEET NORTH
 EW0477'OF A WITNESS POST, ABOUT 1 1/2 FOOT HIGHER THAN THE AVENUE, AND
 EW0477'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 EW0477'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0479 ***********************************************************************
 EW0479  DESIGNATION -  107 35 LA CO
 EW0479  PID         -  EW0479
 EW0479  STATE/COUNTY-  CA/LOS ANGELES
 EW0479  USGS QUAD   -  LANCASTER EAST (1974)
 EW0479
 EW0479                         *CURRENT SURVEY CONTROL
 EW0479  ___________________________________________________________________
 EW0479* NAD 83(1986)-  34 42 15.     (N)    118 03 01.     (W)     SCALED    
 EW0479* NAVD 88     -       728.22   (+/-2cm)    2389.2    (feet)  VERTCON   
 EW0479  ___________________________________________________________________
 EW0479  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EW0479  VERT ORDER  -  THIRD (See Below)
 EW0479
 EW0479.The horizontal coordinates were scaled from a topographic map and have
 EW0479.an estimated accuracy of +/- 6 seconds.
 EW0479
 EW0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0479.The vertical order pertains to the NGVD 29 superseded value.
 EW0479
 EW0479.The geoid height was determined by GEOID03.
 EW0479
 EW0479;                    North         East    Units  Estimated Accuracy
 EW0479;SPC CA 5     -   633,570.    1,995,390.      MT  (+/- 180 meters Scaled)
 EW0479
 EW0479                          SUPERSEDED SURVEY CONTROL
 EW0479
 EW0479  NGVD 29 (??/??/??)  727.37   (m)         2386.4    (f) RESET       3  
 EW0479
 EW0479.Superseded values are not recommended for survey control.
 EW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0479.See file dsdata.txt to determine how the superseded data were derived.
 EW0479
 EW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU038407(NAD 83)
 EW0479_MARKER: DD = SURVEY DISK
 EW0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0479_STAMPING: BM 107-35 1961 5869
 EW0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0479+STABILITY: SURFACE MOTION
 EW0479
 EW0479  HISTORY     - Date     Condition        Report By
 EW0479  HISTORY     - 1961     MONUMENTED       CGS
 EW0479
 EW0479                          STATION DESCRIPTION
 EW0479
 EW0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EW0479'5 MI E FROM LANCASTER.
 EW0479'4.95 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0479'6 AT LANCASTER, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH,
 EW0479'27 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 22 FEET EAST
 EW0479'OF THE EXTENDED CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF
 EW0479'POWER LINE POLE 193012E, 2.0 FEET NORTH OF A WITNESS POST, ABOUT
 EW0479'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 EW0479'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0480 ***********************************************************************
 EW0480  DESIGNATION -  107 37 LA CO
 EW0480  PID         -  EW0480
 EW0480  STATE/COUNTY-  CA/LOS ANGELES
 EW0480  USGS QUAD   -  LANCASTER EAST (1974)
 EW0480
 EW0480                         *CURRENT SURVEY CONTROL
 EW0480  ___________________________________________________________________
 EW0480* NAD 83(1986)-  34 42 17.     (N)    118 04 05.     (W)     SCALED    
 EW0480* NAVD 88     -       727.44   (+/-2cm)    2386.6    (feet)  VERTCON   
 EW0480  ___________________________________________________________________
 EW0480  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EW0480  VERT ORDER  -  THIRD (See Below)
 EW0480
 EW0480.The horizontal coordinates were scaled from a topographic map and have
 EW0480.an estimated accuracy of +/- 6 seconds.
 EW0480
 EW0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0480.The vertical order pertains to the NGVD 29 superseded value.
 EW0480
 EW0480.The geoid height was determined by GEOID03.
 EW0480
 EW0480;                    North         East    Units  Estimated Accuracy
 EW0480;SPC CA 5     -   633,640.    1,993,770.      MT  (+/- 180 meters Scaled)
 EW0480
 EW0480                          SUPERSEDED SURVEY CONTROL
 EW0480
 EW0480  NGVD 29 (??/??/??)  726.59   (m)         2383.8    (f) RESET       3  
 EW0480
 EW0480.Superseded values are not recommended for survey control.
 EW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0480.See file dsdata.txt to determine how the superseded data were derived.
 EW0480
 EW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU021408(NAD 83)
 EW0480_MARKER: DD = SURVEY DISK
 EW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0480_STAMPING: BM 107-37 1961 5869
 EW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0480+STABILITY: SURFACE MOTION
 EW0480
 EW0480  HISTORY     - Date     Condition        Report By
 EW0480  HISTORY     - 1961     MONUMENTED       CA-037
 EW0480  HISTORY     - 1961     GOOD             NGS
 EW0480
 EW0480                          STATION DESCRIPTION
 EW0480
 EW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0480'4 MI E FROM LANCASTER.
 EW0480'3.95 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0480'6 AT LANCASTER, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 EW0480'59 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 8 FEET EAST
 EW0480'OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF TELEPHONE
 EW0480'POLE K 3174Y, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 EW0480'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0480'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0481 ***********************************************************************
 EW0481  DESIGNATION -  107 38 LA CO
 EW0481  PID         -  EW0481
 EW0481  STATE/COUNTY-  CA/LOS ANGELES
 EW0481  USGS QUAD   -  LANCASTER EAST (1974)
 EW0481
 EW0481                         *CURRENT SURVEY CONTROL
 EW0481  ___________________________________________________________________
 EW0481* NAD 83(1986)-  34 42 14.     (N)    118 04 38.     (W)     SCALED    
 EW0481* NAVD 88     -       726.64   (+/-2cm)    2384.0    (feet)  VERTCON   
 EW0481  ___________________________________________________________________
 EW0481  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EW0481  VERT ORDER  -  THIRD (See Below)
 EW0481
 EW0481.The horizontal coordinates were scaled from a topographic map and have
 EW0481.an estimated accuracy of +/- 6 seconds.
 EW0481
 EW0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0481.The vertical order pertains to the NGVD 29 superseded value.
 EW0481
 EW0481.The geoid height was determined by GEOID03.
 EW0481
 EW0481;                    North         East    Units  Estimated Accuracy
 EW0481;SPC CA 5     -   633,540.    1,992,930.      MT  (+/- 180 meters Scaled)
 EW0481
 EW0481                          SUPERSEDED SURVEY CONTROL
 EW0481
 EW0481  NGVD 29 (??/??/??)  725.79   (m)         2381.2    (f) RESET       3  
 EW0481
 EW0481.Superseded values are not recommended for survey control.
 EW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0481.See file dsdata.txt to determine how the superseded data were derived.
 EW0481
 EW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU013407(NAD 83)
 EW0481_MARKER: DD = SURVEY DISK
 EW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0481_STAMPING: 107-38 BM 1961 5869
 EW0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0481+STABILITY: SURFACE MOTION
 EW0481
 EW0481  HISTORY     - Date     Condition        Report By
 EW0481  HISTORY     - 1961     MONUMENTED       CA-037
 EW0481  HISTORY     - 1961     GOOD             NGS
 EW0481
 EW0481                          STATION DESCRIPTION
 EW0481
 EW0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0481'3.4 MI E FROM LANCASTER.
 EW0481'3.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EW0481'6 AT LANCASTER, 74 FEET SOUTHWEST OF THE CENTER OF THE
 EW0481'INTERSECTION OF 30TH STREET EAST, 65 FEET WEST OF THE CENTER
 EW0481'LINE OF THE STREET, 29 FEET SOUTH OF THE CENTER LINE OF THE
 EW0481'AVENUE, 2 1/2 FEET SOUTH OF POWER LINE POLE 1219368E, 2.7 FEET
 EW0481'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE,
 EW0481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW0481'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0972 ***********************************************************************
 JS0972  DESIGNATION -  107 B USGS
 JS0972  PID         -  JS0972
 JS0972  STATE/COUNTY-  CA/SACRAMENTO
 JS0972  USGS QUAD   -  CITRUS HEIGHTS (1992)
 JS0972
 JS0972                         *CURRENT SURVEY CONTROL
 JS0972  ___________________________________________________________________
 JS0972* NAD 83(1986)-  38 40 24.     (N)    121 22 04.     (W)     SCALED    
 JS0972* NAVD 88     -        33.59   (+/-2cm)     110.2    (feet)  VERTCON   
 JS0972  ___________________________________________________________________
 JS0972  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JS0972  VERT ORDER  -  THIRD (See Below)
 JS0972
 JS0972.The horizontal coordinates were scaled from a topographic map and have
 JS0972.an estimated accuracy of +/- 6 seconds.
 JS0972
 JS0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0972.The vertical order pertains to the NGVD 29 superseded value.
 JS0972
 JS0972.The geoid height was determined by GEOID03.
 JS0972
 JS0972;                    North         East    Units  Estimated Accuracy
 JS0972;SPC CA 2     -   611,940.    2,055,010.      MT  (+/- 180 meters Scaled)
 JS0972
 JS0972                          SUPERSEDED SURVEY CONTROL
 JS0972
 JS0972  NGVD 29 (??/??/??)   32.83   (m)          107.7    (f) RESET       3  
 JS0972
 JS0972.Superseded values are not recommended for survey control.
 JS0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0972.See file dsdata.txt to determine how the superseded data were derived.
 JS0972
 JS0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH419817(NAD 83)
 JS0972_MARKER: P = PIPE CAP
 JS0972_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0972_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0972_STAMPING: 107 B 1908
 JS0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0972
 JS0972  HISTORY     - Date     Condition        Report By
 JS0972  HISTORY     - 1908     MONUMENTED       USGS
 JS0972  HISTORY     - 1948     GOOD             NGS
 JS0972  HISTORY     - 1987     POOR             USPSQD
 JS0972  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0972
 JS0972                          STATION DESCRIPTION
 JS0972
 JS0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0972'3.5 MI SW FROM ANTELOPE.
 JS0972'ABOUT 3.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 JS0972'FROM THE POST OFFICE AT ANTELOPE, 76.8 FEET WEST OF THE WEST
 JS0972'RAIL OF THE WEST BOUND TRACK, 4.5 FEET SOUTHWEST OF A TELEPHONE
 JS0972'POLE, 4.0 FEET EAST OF THE EAST BOUNDRY FENCE OF A U.S. MILITARY
 JS0972'RESERVATION, IN LINE WITH A ROW OF TELEPHONE POLES, A BRASS CAP
 JS0972'RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1.0
 JS0972'FOOT ABOVE THE GROUND.
 JS0972
 JS0972                          STATION RECOVERY (1987)
 JS0972
 JS0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 JS0972'MARK RECOVERED IN POOR CONDITION.
 JS0972
 JS0972                          STATION RECOVERY (2004)
 JS0972
 JS0972'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0972'RECENT EXCAVATION
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0686 ***********************************************************************
 MW0686  DESIGNATION -  107 GWM
 MW0686  PID         -  MW0686
 MW0686  STATE/COUNTY-  CA/SISKIYOU
 MW0686  USGS QUAD   -  HATFIELD (1993)
 MW0686
 MW0686                         *CURRENT SURVEY CONTROL
 MW0686  ___________________________________________________________________
 MW0686* NAD 83(1986)-  41 55 42.     (N)    121 36 15.     (W)     SCALED    
 MW0686* NAVD 88     -      1246.758  (meters)    4090.41   (feet)  ADJUSTED  
 MW0686  ___________________________________________________________________
 MW0686  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 MW0686  DYNAMIC HT  -        1245.964 (meters)    4087.80  (feet)  COMP
 MW0686  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 MW0686
 MW0686  VERT ORDER  -  SECOND    CLASS 0
 MW0686
 MW0686.The horizontal coordinates were scaled from a topographic map and have
 MW0686.an estimated accuracy of +/- 6 seconds.
 MW0686
 MW0686.The orthometric height was determined by differential leveling
 MW0686.and adjusted in June 1991.
 MW0686
 MW0686.The geoid height was determined by GEOID03.
 MW0686
 MW0686.The dynamic height is computed by dividing the NAVD 88
 MW0686.geopotential number by the normal gravity value computed on the
 MW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0686.degrees latitude (g = 980.6199 gals.).
 MW0686
 MW0686.The modeled gravity was interpolated from observed gravity values.
 MW0686
 MW0686;                    North         East    Units  Estimated Accuracy
 MW0686;SPC CA 1     -   788,240.    2,032,830.      MT  (+/- 180 meters Scaled)
 MW0686
 MW0686                          SUPERSEDED SURVEY CONTROL
 MW0686
 MW0686  NGVD 29 (??/??/??) 1245.653  (m)         4086.78   (f) ADJUSTED    2 0
 MW0686
 MW0686.Superseded values are not recommended for survey control.
 MW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0686.See file dsdata.txt to determine how the superseded data were derived.
 MW0686
 MW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM157427(NAD 83)
 MW0686_MARKER: DD = SURVEY DISK
 MW0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MW0686_SP_SET: BRIDGE
 MW0686_STAMPING: 107 GWM 4087 1949
 MW0686_MARK LOGO: USGS  
 MW0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MW0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MW0686+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 MW0686
 MW0686  HISTORY     - Date     Condition        Report By
 MW0686  HISTORY     - 1949     MONUMENTED       USGS
 MW0686  HISTORY     - 1954     GOOD             CGS
 MW0686  HISTORY     - 20030706 GOOD             INDIV
 MW0686
 MW0686                          STATION DESCRIPTION
 MW0686
 MW0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0686'7.4 MI S FROM MERRILL.
 MW0686'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0686'THENCE 1.0 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 6.2 MILES
 MW0686'SOUTH ALONG A GRADED ROAD, 0.2 MILE WEST OF THE JUNCTION OF A ROAD
 MW0686'LEADING SOUTH TO FEENER PLACE AND A WOODEN BRIDGE OVER A CANAL,
 MW0686'AT THE JUNCTION OF A ROAD LEADING NORTHWEST ACROSS A WOODEN
 MW0686'BRIDGE OVER A CANAL, IN THE TOP OF THE SOUTHEAST CONCRETE
 MW0686'ABUTMENT OF THE BRIDGE, 34 FEET NORTHWEST OF THE CENTER LINE OF
 MW0686'THE MAIN GRADED ROAD, 10 FEET NORTHEAST OF THE CENTER LINE OF THE
 MW0686'ROAD LEADING NORTHWEST, 1.0 FOOT SOUTHWEST OF THE NORTHEAST
 MW0686'END OF THE ABUTMENT, AND ABOUT LEVEL WITH THE ROADS.
 MW0686
 MW0686                          STATION RECOVERY (2003)
 MW0686
 MW0686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DBT)
 MW0686'BRIDGE REFERENCED IN EARLIER DESCRIPTION HAS BEEN REPLACED BY A
 MW0686'CULVERT.
 MW0686'HANDHELD GPS INDICATED = N 41 55 41.7    W 121 36 15.9
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1012 ***********************************************************************
 JT1012  DESIGNATION -  107 M USGS
 JT1012  PID         -  JT1012
 JT1012  STATE/COUNTY-  CA/LAKE
 JT1012  USGS QUAD   -  WHISPERING PINES (1993)
 JT1012
 JT1012                         *CURRENT SURVEY CONTROL
 JT1012  ___________________________________________________________________
 JT1012* NAD 83(1986)-  38 49 24.     (N)    122 43 16.     (W)     SCALED    
 JT1012* NAVD 88     -       768.69   (+/-2cm)    2521.9    (feet)  VERTCON   
 JT1012  ___________________________________________________________________
 JT1012  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JT1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1012
 JT1012.The horizontal coordinates were scaled from a topographic map and have
 JT1012.an estimated accuracy of +/- 6 seconds.
 JT1012
 JT1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1012.The vertical order pertains to the NGVD 29 superseded value.
 JT1012
 JT1012.The geoid height was determined by GEOID03.
 JT1012
 JT1012;                    North         East    Units  Estimated Accuracy
 JT1012;SPC CA 2     -   628,650.    1,937,380.      MT  (+/- 180 meters Scaled)
 JT1012
 JT1012                          SUPERSEDED SURVEY CONTROL
 JT1012
 JT1012  NGVD 29 (??/??/92)  767.747  (m)         2518.85   (f) ADJ UNCH    2 0
 JT1012
 JT1012.Superseded values are not recommended for survey control.
 JT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1012.See file dsdata.txt to determine how the superseded data were derived.
 JT1012
 JT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH242972(NAD 83)
 JT1012_MARKER: DD = SURVEY DISK
 JT1012_SETTING: 80 = SET IN A BOULDER
 JT1012_SP_SET: BOULDER
 JT1012_STAMPING: 107 M 2518.0 1933
 JT1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1012+STABILITY: SURFACE MOTION
 JT1012
 JT1012  HISTORY     - Date     Condition        Report By
 JT1012  HISTORY     - 1933     MONUMENTED       USGS
 JT1012  HISTORY     - 1942     GOOD             NGS
 JT1012  HISTORY     - 1973     MARK NOT FOUND   NGS
 JT1012
 JT1012                          STATION DESCRIPTION
 JT1012
 JT1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT1012'8.9 MI NW FROM MIDDLETOWN.
 JT1012'8.9 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM HOTEL HERRICK AT
 JT1012'MIDDLETOWN, LAKE COUNTY, AT THE PINE GROVE - GLENBROOK ROAD
 JT1012'INTERSECTION, 50 FEET WEST OF THE HIGHWAY, 30 FEET SOUTH OF THE
 JT1012'INTERSECTION, NEAR A WHITE WOODEN WITNESS POST, AND IN THE TOP
 JT1012'OF A ROCK BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JT1012'DISK STAMPED 107 M 2518.0 1933.
 JT1012
 JT1012                          STATION RECOVERY (1973)
 JT1012
 JT1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2232 ***********************************************************************
 HS2232  DESIGNATION -  107 USGS
 HS2232  PID         -  HS2232
 HS2232  STATE/COUNTY-  CA/SAN JOAQUIN
 HS2232  USGS QUAD   -  ESCALON (1976)
 HS2232
 HS2232                         *CURRENT SURVEY CONTROL
 HS2232  ___________________________________________________________________
 HS2232* NAD 83(1986)-  37 52 15.     (N)    120 59 56.     (W)     SCALED    
 HS2232* NAVD 88     -        33.32   (+/-2cm)     109.3    (feet)  VERTCON   
 HS2232  ___________________________________________________________________
 HS2232  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HS2232  VERT ORDER  -  THIRD (See Below)
 HS2232
 HS2232.The horizontal coordinates were scaled from a topographic map and have
 HS2232.an estimated accuracy of +/- 6 seconds.
 HS2232
 HS2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2232.The vertical order pertains to the NGVD 29 superseded value.
 HS2232
 HS2232.The geoid height was determined by GEOID03.
 HS2232
 HS2232;                    North         East    Units  Estimated Accuracy
 HS2232;SPC CA 3     -   652,250.    1,956,110.      MT  (+/- 180 meters Scaled)
 HS2232
 HS2232                          SUPERSEDED SURVEY CONTROL
 HS2232
 HS2232  NGVD 29 (??/??/??)   32.60   (m)          107.0    (f) RESET       3  
 HS2232
 HS2232.Superseded values are not recommended for survey control.
 HS2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2232.See file dsdata.txt to determine how the superseded data were derived.
 HS2232
 HS2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG760933(NAD 83)
 HS2232_MARKER: P = PIPE CAP
 HS2232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2232_STAMPING: 107 B 1911
 HS2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2232
 HS2232  HISTORY     - Date     Condition        Report By
 HS2232  HISTORY     - 1911     MONUMENTED       USGS
 HS2232  HISTORY     - 1963     GOOD             NGS
 HS2232
 HS2232                          STATION DESCRIPTION
 HS2232
 HS2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS2232'4.2 MI S FROM FARMINGTON.
 HS2232'4.15 MILES SOUTH ALONG ESCALON-BELLOTA ROAD FROM THE JUNCTION
 HS2232'OF STATE HIGHWAY 4 AT FARMINGTON, AT THE JUNCTION OF AN ASPHALT
 HS2232'ROAD LEADING WEST, 29 FEET SOUTH OF THE CENTER LINE OF THE
 HS2232'ASPHALT ROAD LEADING WEST, 28 FEET WEST OF THE CENTER LINE OF
 HS2232'ESCALON-BELLOTA ROAD, 4 FEET SOUTHEAST OF A 4-BY-4-INCH POST
 HS2232'SUPPORTING STOP SIGN, 0.7 FOOT EAST OF A WITNESS POST, AND
 HS2232'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS
 HS2232'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0834 ***********************************************************************
 EU0834  DESIGNATION -  107 WR 401
 EU0834  PID         -  EU0834
 EU0834  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0834  USGS QUAD   -  GENE WASH (1975)
 EU0834
 EU0834                         *CURRENT SURVEY CONTROL
 EU0834  ___________________________________________________________________
 EU0834* NAD 83(1986)-  34 17 21.     (N)    114 08 33.     (W)     SCALED    
 EU0834* NAVD 88     -       122.81   (+/-2cm)     402.9    (feet)  VERTCON   
 EU0834  ___________________________________________________________________
 EU0834  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EU0834  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0834
 EU0834.The horizontal coordinates were scaled from a topographic map and have
 EU0834.an estimated accuracy of +/- 6 seconds.
 EU0834
 EU0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0834.The vertical order pertains to the NGVD 29 superseded value.
 EU0834
 EU0834.The geoid height was determined by GEOID03.
 EU0834
 EU0834;                    North         East    Units  Estimated Accuracy
 EU0834;SPC CA 5     -   594,350.    2,355,060.      MT  (+/- 180 meters Scaled)
 EU0834
 EU0834                          SUPERSEDED SURVEY CONTROL
 EU0834
 EU0834  NGVD 29 (08/15/05)  122.192  (m)          400.89   (f) ADJUSTED    1 1
 EU0834
 EU0834.Superseded values are not recommended for survey control.
 EU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0834.See file dsdata.txt to determine how the superseded data were derived.
 EU0834
 EU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT630979(NAD 83)
 EU0834_MARKER: DD = SURVEY DISK
 EU0834_SETTING: 66 = SET IN ROCK OUTCROP
 EU0834_SP_SET: SET IN ROCK OUTCROP
 EU0834_STAMPING: 107 WR 401 1947
 EU0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0834+STABILITY: POSITION/ELEVATION WELL
 EU0834
 EU0834  HISTORY     - Date     Condition        Report By
 EU0834  HISTORY     - 1947     MONUMENTED       USGS
 EU0834  HISTORY     - 1976     GOOD             NGS
 EU0834
 EU0834                          STATION DESCRIPTION
 EU0834
 EU0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0834'0.65 MI SW FROM PARKER DAM.
 EU0834'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0834'DAM, THENCE 0.05 MILE WEST ALONG A PAVED ROAD, 12 FT. NORTHEAST OF A
 EU0834'STOP SIGN, 46 FT. NORTHEAST OF THE CENTERLINE OF THE Y JUNCTION, 22
 EU0834'FT. NORTH OF THE CENTERLINE OF THE PAVED ROAD, 128 FT. WEST OF THE
 EU0834'CENTER OF A METAL GATE, IN THE SOUTH SIDE OF A MASSIVE ROCK KNOLL.
 EU0834'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0705 ***********************************************************************
 GU0705  DESIGNATION -  107.24 USBR
 GU0705  PID         -  GU0705
 GU0705  STATE/COUNTY-  CA/FRESNO
 GU0705  USGS QUAD   -  FIREBAUGH (1984)
 GU0705
 GU0705                         *CURRENT SURVEY CONTROL
 GU0705  ___________________________________________________________________
 GU0705* NAD 83(1986)-  36 51 03.     (N)    120 29 33.     (W)     SCALED    
 GU0705* NAVD 88     -        49.38   (+/-2cm)     162.0    (feet)  VERTCON   
 GU0705  ___________________________________________________________________
 GU0705  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0705
 GU0705.The horizontal coordinates were scaled from a topographic map and have
 GU0705.an estimated accuracy of +/- 6 seconds.
 GU0705
 GU0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0705.The vertical order pertains to the NGVD 29 superseded value.
 GU0705
 GU0705.The geoid height was determined by GEOID03.
 GU0705
 GU0705;                    North         East    Units  Estimated Accuracy
 GU0705;SPC CA 4     -   669,420.    1,866,900.      MT  (+/- 180 meters Scaled)
 GU0705
 GU0705                          SUPERSEDED SURVEY CONTROL
 GU0705
 GU0705  NGVD 29 (??/??/92)   48.682  (m)          159.72   (f) ADJ UNCH    2 0
 GU0705
 GU0705.Superseded values are not recommended for survey control.
 GU0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0705.See file dsdata.txt to determine how the superseded data were derived.
 GU0705
 GU0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF235812(NAD 83)
 GU0705_MARKER: DD = SURVEY DISK
 GU0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0705_SP_SET: CANAL
 GU0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0705
 GU0705  HISTORY     - Date     Condition        Report By
 GU0705  HISTORY     - UNK      MONUMENTED       BOR
 GU0705  HISTORY     - 1955     GOOD             NGS
 GU0705  HISTORY     - 1972     GOOD             NGS
 GU0705
 GU0705                          STATION DESCRIPTION
 GU0705
 GU0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0705'0.4 MI NW FROM SONORA.
 GU0705'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 0.2
 GU0705'MILE NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0705'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0705'107.24, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE
 GU0705'HEAD WALL, 23 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER
 GU0705'LINE OF THE ROAD, AND ABOUT 6 1/2 FEET LOWER THAN THE ROAD.
 GU0705
 GU0705                          STATION RECOVERY (1972)
 GU0705
 GU0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0704 ***********************************************************************
 GU0704  DESIGNATION -  107.42 USBR
 GU0704  PID         -  GU0704
 GU0704  STATE/COUNTY-  CA/FRESNO
 GU0704  USGS QUAD   -  FIREBAUGH (1984)
 GU0704
 GU0704                         *CURRENT SURVEY CONTROL
 GU0704  ___________________________________________________________________
 GU0704* NAD 83(1986)-  36 51 03.     (N)    120 29 33.     (W)     SCALED    
 GU0704* NAVD 88     -        50.36   (+/-2cm)     165.2    (feet)  VERTCON   
 GU0704  ___________________________________________________________________
 GU0704  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0704
 GU0704.The horizontal coordinates were scaled from a topographic map and have
 GU0704.an estimated accuracy of +/- 6 seconds.
 GU0704
 GU0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0704.The vertical order pertains to the NGVD 29 superseded value.
 GU0704
 GU0704.The geoid height was determined by GEOID03.
 GU0704
 GU0704;                    North         East    Units  Estimated Accuracy
 GU0704;SPC CA 4     -   669,420.    1,866,900.      MT  (+/- 180 meters Scaled)
 GU0704
 GU0704                          SUPERSEDED SURVEY CONTROL
 GU0704
 GU0704  NGVD 29 (??/??/92)   49.664  (m)          162.94   (f) ADJ UNCH    2 0
 GU0704
 GU0704.Superseded values are not recommended for survey control.
 GU0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0704.See file dsdata.txt to determine how the superseded data were derived.
 GU0704
 GU0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF235812(NAD 83)
 GU0704_MARKER: DD = SURVEY DISK
 GU0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0704_SP_SET: CURBING
 GU0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0704
 GU0704  HISTORY     - Date     Condition        Report By
 GU0704  HISTORY     - UNK      MONUMENTED       BOR
 GU0704  HISTORY     - 1955     GOOD             NGS
 GU0704  HISTORY     - 1972     GOOD             NGS
 GU0704
 GU0704                          STATION DESCRIPTION
 GU0704
 GU0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0704'0.2 MI W FROM SONORA.
 GU0704'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, AT CONCRETE
 GU0704'BRIDGE 107.42 OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE
 GU0704'EAST END OF THE NORTH CONCRETE CURBING, 14 FEET NORTH OF THE
 GU0704'CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE
 GU0704'AVENUE.
 GU0704
 GU0704                          STATION RECOVERY (1972)
 GU0704
 GU0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2698 ***********************************************************************
 HS2698  DESIGNATION -  107.44 DWR
 HS2698  PID         -  HS2698
 HS2698  STATE/COUNTY-  CA/MERCED
 HS2698  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2698
 HS2698                         *CURRENT SURVEY CONTROL
 HS2698  ___________________________________________________________________
 HS2698* NAD 83(1986)-  37 07 12.     (N)    121 03 28.     (W)     SCALED    
 HS2698* NAVD 88     -        70.44   (+/-2cm)     231.1    (feet)  VERTCON   
 HS2698  ___________________________________________________________________
 HS2698  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HS2698  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2698
 HS2698.The horizontal coordinates were scaled from a topographic map and have
 HS2698.an estimated accuracy of +/- 6 seconds.
 HS2698
 HS2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2698.The vertical order pertains to the NGVD 29 superseded value.
 HS2698
 HS2698.The geoid height was determined by GEOID03.
 HS2698
 HS2698;                    North         East    Units  Estimated Accuracy
 HS2698;SPC CA 3     -   568,960.    1,950,430.      MT  (+/- 180 meters Scaled)
 HS2698
 HS2698                          SUPERSEDED SURVEY CONTROL
 HS2698
 HS2698  NGVD 29 (??/??/92)   69.61   (m)          228.4    (f) COMPUTED    1 1
 HS2698
 HS2698.Superseded values are not recommended for survey control.
 HS2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2698.See file dsdata.txt to determine how the superseded data were derived.
 HS2698
 HS2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG725099(NAD 83)
 HS2698_MARKER: DD = SURVEY DISK
 HS2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2698_STAMPING: 107.44 TRAV TRAN MONUMENT NO 1
 HS2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2698+STABILITY: SURFACE MOTION
 HS2698
 HS2698  HISTORY     - Date     Condition        Report By
 HS2698  HISTORY     - UNK      MONUMENTED       CADWR
 HS2698  HISTORY     - 1974     GOOD             NGS
 HS2698
 HS2698                          STATION DESCRIPTION
 HS2698
 HS2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HS2698'63 MI SE FROM DELTA PUMP PLANT.
 HS2698'62.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DELTA
 HS2698'PUMP PLANT, 32 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE
 HS2698'ROAD, 38.8 FEET NORTH-NORTHEAST OF BENCH MARK NO. 2 (DWR), 71.3
 HS2698'FEET NORTH OF BENCH MARK MI. 66.3 (DWR), 7.0 FEET EAST OF THE WEST
 HS2698'EDGE OF THE EAST CONCRETE LINING WALL, 1.9 FEET NORTH OF THE
 HS2698'NORTHEAST CORNER OF A SMALL METAL BUILDING, ABOUT LEVEL WITH THE
 HS2698'EAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HS2698'0.5 FOOT ABOVE THE GROUND. SECTION 26 T95 R8E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0703 ***********************************************************************
 GU0703  DESIGNATION -  107.78 USBR
 GU0703  PID         -  GU0703
 GU0703  STATE/COUNTY-  CA/FRESNO
 GU0703  USGS QUAD   -  FIREBAUGH (1984)
 GU0703
 GU0703                         *CURRENT SURVEY CONTROL
 GU0703  ___________________________________________________________________
 GU0703* NAD 83(1986)-  36 50 48.     (N)    120 29 19.     (W)     SCALED    
 GU0703* NAVD 88     -        49.74   (+/-2cm)     163.2    (feet)  VERTCON   
 GU0703  ___________________________________________________________________
 GU0703  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0703
 GU0703.The horizontal coordinates were scaled from a topographic map and have
 GU0703.an estimated accuracy of +/- 6 seconds.
 GU0703
 GU0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0703.The vertical order pertains to the NGVD 29 superseded value.
 GU0703
 GU0703.The geoid height was determined by GEOID03.
 GU0703
 GU0703;                    North         East    Units  Estimated Accuracy
 GU0703;SPC CA 4     -   668,950.    1,867,240.      MT  (+/- 180 meters Scaled)
 GU0703
 GU0703                          SUPERSEDED SURVEY CONTROL
 GU0703
 GU0703  NGVD 29 (??/??/92)   49.040  (m)          160.89   (f) ADJ UNCH    2 0
 GU0703
 GU0703.Superseded values are not recommended for survey control.
 GU0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0703.See file dsdata.txt to determine how the superseded data were derived.
 GU0703
 GU0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF239808(NAD 83)
 GU0703_MARKER: DD = SURVEY DISK
 GU0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0703_SP_SET: DRAIN STRUCTURE
 GU0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0703
 GU0703  HISTORY     - Date     Condition        Report By
 GU0703  HISTORY     - UNK      MONUMENTED       BOR
 GU0703  HISTORY     - 1968     GOOD             NGS
 GU0703  HISTORY     - 1972     GOOD             NGS
 GU0703
 GU0703                          STATION DESCRIPTION
 GU0703
 GU0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0703'0.6 MI S FROM SONORA.
 GU0703'0.2 MILE WEST ALONG NEES AVENUE FROM THE SONORA STORE, THENCE
 GU0703'0.35 MILE SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0703'BANK OF DELTA-MENDOTA CANAL, IN R14E T12S, SECTION 31, IN THE
 GU0703'TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF CONCRETE
 GU0703'DRAIN STRUCTURE 107.78, 28 FEET SOUTHWEST OF THE CENTER LINE
 GU0703'OF THE ROAD, AND ABOUT 8 1/2 FEET LOWER THAN THE ROAD.
 GU0703
 GU0703                          STATION RECOVERY (1972)
 GU0703
 GU0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9250 ***********************************************************************
 JT9250  DESIGNATION -  1071
 JT9250  PID         -  JT9250
 JT9250  STATE/COUNTY-  CA/NAPA
 JT9250  USGS QUAD   -  NAPA (1980)
 JT9250
 JT9250                         *CURRENT SURVEY CONTROL
 JT9250  ___________________________________________________________________
 JT9250* NAD 83(1986)-  38 18 24.     (N)    122 18 04.     (W)     SCALED    
 JT9250* NAVD 88     -        15.93   (+/-2cm)      52.3    (feet)  VERTCON   
 JT9250  ___________________________________________________________________
 JT9250  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9250  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9250
 JT9250.The horizontal coordinates were scaled from a topographic map and have
 JT9250.an estimated accuracy of +/- 6 seconds.
 JT9250
 JT9250.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9250.The vertical order pertains to the NGVD 29 superseded value.
 JT9250
 JT9250.The geoid height was determined by GEOID03.
 JT9250
 JT9250;                    North         East    Units  Estimated Accuracy
 JT9250;SPC CA 2     -   571,090.    1,973,660.      MT  (+/- 180 meters Scaled)
 JT9250
 JT9250                          SUPERSEDED SURVEY CONTROL
 JT9250
 JT9250  NGVD 29 (??/??/92)   15.154  (m)           49.72   (f) ADJ UNCH    2 2
 JT9250
 JT9250.Superseded values are not recommended for survey control.
 JT9250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9250.See file dsdata.txt to determine how the superseded data were derived.
 JT9250
 JT9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH611400(NAD 83)
 JT9250_MARKER: B = BOLT
 JT9250_SETTING: 0 = UNSPECIFIED SETTING
 JT9250_MARK LOGO: NONE  
 JT9250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9250
 JT9250  HISTORY     - Date     Condition        Report By
 JT9250  HISTORY     - 1971     MONUMENTED       CA2330
 JT9250
 JT9250                          STATION DESCRIPTION
 JT9250
 JT9250'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9250'AT INTERSECTION OF SONOMA AND LINCOLN, A BRASS BOLT IN THE NORTHEAST
 JT9250'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2546 ***********************************************************************
 HS2546  DESIGNATION -  1071 USGS
 HS2546  PID         -  HS2546
 HS2546  STATE/COUNTY-  CA/STANISLAUS
 HS2546  USGS QUAD   -  COPPER MTN (1978)
 HS2546
 HS2546                         *CURRENT SURVEY CONTROL
 HS2546  ___________________________________________________________________
 HS2546* NAD 83(1986)-  37 25 22.     (N)    121 21 52.     (W)     SCALED    
 HS2546* NAVD 88     -       327.13   (+/-2cm)    1073.3    (feet)  VERTCON   
 HS2546  ___________________________________________________________________
 HS2546  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 HS2546  VERT ORDER  -  THIRD (See Below)
 HS2546
 HS2546.The horizontal coordinates were scaled from a topographic map and have
 HS2546.an estimated accuracy of +/- 6 seconds.
 HS2546
 HS2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2546.The vertical order pertains to the NGVD 29 superseded value.
 HS2546
 HS2546.The geoid height was determined by GEOID03.
 HS2546
 HS2546;                    North         East    Units  Estimated Accuracy
 HS2546;SPC CA 3     -   602,760.    1,923,490.      MT  (+/- 180 meters Scaled)
 HS2546
 HS2546                          SUPERSEDED SURVEY CONTROL
 HS2546
 HS2546  NGVD 29 (??/??/??)  326.28   (m)         1070.5    (f) RESET       3  
 HS2546
 HS2546.Superseded values are not recommended for survey control.
 HS2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2546.See file dsdata.txt to determine how the superseded data were derived.
 HS2546
 HS2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG447430(NAD 83)
 HS2546_MARKER: DD = SURVEY DISK
 HS2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2546_STAMPING: 1071 B 5 1919
 HS2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2546+STABILITY: SURFACE MOTION
 HS2546
 HS2546  HISTORY     - Date     Condition        Report By
 HS2546  HISTORY     - 1919     MONUMENTED       USGS
 HS2546  HISTORY     - 1961     GOOD             NGS
 HS2546
 HS2546                          STATION DESCRIPTION
 HS2546
 HS2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2546'19.5 MI W FROM PATTERSON.
 HS2546'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2546'FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG
 HS2546'SPERRY AVENUE, THENCE 15.85 MILES WEST ALONG DEL PUERTO CANYON
 HS2546'ROAD, 0.55 MILE EAST OF THE ENTRANCE TO FRANK RAINES PARK, 0.1
 HS2546'MILE WEST OF A WIRE GATE IN FENCE LINE, AT THE EAST END OF A
 HS2546'CURVE, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.1 FEET
 HS2546'SOUTH OF A FENCE, 3 FEET SOUTH-SOUTHEAST OF A 36-INCH OAK
 HS2546'TREE, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 HS2546'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HS2546'ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT2270 ***********************************************************************
 JT2270  DESIGNATION -  1074
 JT2270  PID         -  JT2270
 JT2270  STATE/COUNTY-  CA/NAPA
 JT2270  USGS QUAD   -  NAPA (1980)
 JT2270
 JT2270                         *CURRENT SURVEY CONTROL
 JT2270  ___________________________________________________________________
 JT2270* NAD 83(1986)-  38 18 42.     (N)    122 18 12.     (W)     SCALED    
 JT2270* NAVD 88     -        17.74   (+/-2cm)      58.2    (feet)  VERTCON   
 JT2270  ___________________________________________________________________
 JT2270  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT2270  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT2270
 JT2270.The horizontal coordinates were scaled from a topographic map and have
 JT2270.an estimated accuracy of +/- 6 seconds.
 JT2270
 JT2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT2270.The vertical order pertains to the NGVD 29 superseded value.
 JT2270
 JT2270.The geoid height was determined by GEOID03.
 JT2270
 JT2270;                    North         East    Units  Estimated Accuracy
 JT2270;SPC CA 2     -   571,640.    1,973,470.      MT  (+/- 180 meters Scaled)
 JT2270
 JT2270                          SUPERSEDED SURVEY CONTROL
 JT2270
 JT2270  NGVD 29 (??/??/92)   16.955  (m)           55.63   (f) ADJ UNCH    2 2
 JT2270
 JT2270.Superseded values are not recommended for survey control.
 JT2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT2270.See file dsdata.txt to determine how the superseded data were derived.
 JT2270
 JT2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609406(NAD 83)
 JT2270_MARKER: B = BOLT
 JT2270_SETTING: 0 = UNSPECIFIED SETTING
 JT2270_MARK LOGO: NONE  
 JT2270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT2270
 JT2270  HISTORY     - Date     Condition        Report By
 JT2270  HISTORY     - 1971     MONUMENTED       CA2330
 JT2270
 JT2270                          STATION DESCRIPTION
 JT2270
 JT2270'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT2270'AT INTERSECTION OF SONOMA AND PARK, A BRASS BOLT IN THE SOUTHWEST
 JT2270'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1167 ***********************************************************************
 JT1167  DESIGNATION -  1074 USGS
 JT1167  PID         -  JT1167
 JT1167  STATE/COUNTY-  CA/LAKE
 JT1167  USGS QUAD   -  LOWER LAKE (1993)
 JT1167
 JT1167                         *CURRENT SURVEY CONTROL
 JT1167  ___________________________________________________________________
 JT1167* NAD 83(1986)-  38 59 37.     (N)    122 31 31.     (W)     SCALED    
 JT1167* NAVD 88     -       328.27   (+/-2cm)    1077.0    (feet)  VERTCON   
 JT1167  ___________________________________________________________________
 JT1167  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 JT1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1167
 JT1167.The horizontal coordinates were scaled from a topographic map and have
 JT1167.an estimated accuracy of +/- 6 seconds.
 JT1167
 JT1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1167.The vertical order pertains to the NGVD 29 superseded value.
 JT1167
 JT1167.The geoid height was determined by GEOID03.
 JT1167
 JT1167;                    North         East    Units  Estimated Accuracy
 JT1167;SPC CA 2     -   647,430.    1,954,500.      MT  (+/- 180 meters Scaled)
 JT1167
 JT1167                          SUPERSEDED SURVEY CONTROL
 JT1167
 JT1167  NGVD 29 (??/??/92)  327.43   (m)         1074.2    (f) COMPUTED    1 2
 JT1167
 JT1167.Superseded values are not recommended for survey control.
 JT1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1167.See file dsdata.txt to determine how the superseded data were derived.
 JT1167
 JT1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ411161(NAD 83)
 JT1167_MARKER: Q = CHISELED SQUARE
 JT1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1167_SP_SET: CULVERT
 JT1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1167
 JT1167  HISTORY     - Date     Condition        Report By
 JT1167  HISTORY     - UNK      MONUMENTED       USGS
 JT1167  HISTORY     - 1966     GOOD             NGS
 JT1167  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 JT1167
 JT1167                          STATION DESCRIPTION
 JT1167
 JT1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT1167'9.8 MI E FROM CLEARLAKE OAKS.
 JT1167'9.8 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 JT1167'CLEARLAKE OAKS, IN THE TOP AND THE CENTER OF THE NORTH CONCRETE
 JT1167'HEAD WALL OF 24-INCH PIPE CULVERT 335+70, 19 FEET NORTH OF THE
 JT1167'CENTER LINE OF THE HIGHWAY, 3.2 FEET WEST OF BENCH MARK R 1062,
 JT1167'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 JT1167
 JT1167                          STATION RECOVERY (1990)
 JT1167
 JT1167'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1716 ***********************************************************************
 GU1716  DESIGNATION -  1076 USGS
 GU1716  PID         -  GU1716
 GU1716  STATE/COUNTY-  CA/FRESNO
 GU1716  USGS QUAD   -  CURRY MOUNTAIN (1969)
 GU1716
 GU1716                         *CURRENT SURVEY CONTROL
 GU1716  ___________________________________________________________________
 GU1716* NAD 83(1986)-  36 05 52.     (N)    120 28 02.     (W)     SCALED    
 GU1716* NAVD 88     -       328.66   (+/-2cm)    1078.3    (feet)  VERTCON   
 GU1716  ___________________________________________________________________
 GU1716  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GU1716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1716
 GU1716.The horizontal coordinates were scaled from a topographic map and have
 GU1716.an estimated accuracy of +/- 6 seconds.
 GU1716
 GU1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1716.The vertical order pertains to the NGVD 29 superseded value.
 GU1716
 GU1716.The geoid height was determined by GEOID03.
 GU1716
 GU1716;                    North         East    Units  Estimated Accuracy
 GU1716;SPC CA 4     -   585,830.    1,867,880.      MT  (+/- 180 meters Scaled)
 GU1716
 GU1716                          SUPERSEDED SURVEY CONTROL
 GU1716
 GU1716  NGVD 29 (??/??/92)  327.656  (m)         1074.98   (f) ADJ UNCH    2 0
 GU1716
 GU1716.Superseded values are not recommended for survey control.
 GU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1716.See file dsdata.txt to determine how the superseded data were derived.
 GU1716
 GU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE280977(NAD 83)
 GU1716_MARKER: P = PIPE CAP
 GU1716_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1716_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1716_STAMPING: 1075.188 B CAL 1908
 GU1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1716
 GU1716  HISTORY     - Date     Condition        Report By
 GU1716  HISTORY     - 1908     MONUMENTED       USGS
 GU1716  HISTORY     - 1958     GOOD             NGS
 GU1716  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU1716  HISTORY     - 1985     MARK NOT FOUND   NGS
 GU1716
 GU1716                          STATION DESCRIPTION
 GU1716
 GU1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU1716'8.8 MI W FROM COALINGA.
 GU1716'8.8 MILES WEST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE
 GU1716'AT COALINGA, FRESNO COUNTY, 136 FEET NORTHWEST OF THE CENTERLINE
 GU1716'OF THE HIGHWAY, AT WALTHAM CREEK, 128 FEET WEST OF A POLE ON
 GU1716'THE CREEK BANK NORTH OF THE HIGHWAY, AT THE NORTHEAST EDGE OF
 GU1716'A SMALL CLUMP OF COTTONWOOD TREES, ABOUT 15 FEET LOWER THAN
 GU1716'THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE CREEK BED.  A
 GU1716'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1075.188
 GU1716'B CAL 1908 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 GU1716'PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- IT WAS REPORTED AT
 GU1716'THE TIME OF THE LEVELING THAT THIS BENCH MARK HAS BEEN DISTURBED
 GU1716'AND IS LEANING AT AN ANGLE OF 45 DEG TO THE NORTH.
 GU1716
 GU1716                          STATION RECOVERY (1963)
 GU1716
 GU1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU1716'MARK NOT FOUND.
 GU1716
 GU1716                          STATION RECOVERY (1985)
 GU1716
 GU1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GU1716'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1772 ***********************************************************************
 GU1772  DESIGNATION -  1077
 GU1772  PID         -  GU1772
 GU1772  STATE/COUNTY-  CA/KINGS
 GU1772  USGS QUAD   -  LA CIMA (1978)
 GU1772
 GU1772                         *CURRENT SURVEY CONTROL
 GU1772  ___________________________________________________________________
 GU1772* NAD 83(1992)-  36 00 23.29118(N)    120 01 35.56552(W)     ADJUSTED  
 GU1772* NAVD 88     -       326.63   (+/-2cm)    1071.6    (feet)  VERTCON   
 GU1772  ___________________________________________________________________
 GU1772  EPOCH DATE  -        1991.35
 GU1772  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GU1772  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GU1772  HORZ ORDER  -  FIRST
 GU1772  VERT ORDER  -  THIRD (See Below)
 GU1772
 GU1772.The horizontal coordinates were established by classical geodetic methods
 GU1772.and adjusted by the National Geodetic Survey in March 1994.
 GU1772.The horizontal coordinates are valid at the epoch date displayed above.
 GU1772.The epoch date for horizontal control is a decimal equivalence
 GU1772.of Year/Month/Day.
 GU1772
 GU1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1772.The vertical order pertains to the NGVD 29 superseded value.
 GU1772
 GU1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU1772
 GU1772.The geoid height was determined by GEOID03.
 GU1772
 GU1772;                    North         East     Units Scale Factor Converg.
 GU1772;SPC CA 4     -   575,187.362 1,907,452.265   MT  0.99999878   -0 36 44.7
 GU1772;SPC CA 4     - 1,887,093.87  6,258,032.97   sFT  0.99999878   -0 36 44.7
 GU1772;UTM  10      - 3,988,756.450   768,005.911   MT  1.00048514   +1 44 56.6
 GU1772;UTM  11      - 3,988,903.926   227,207.386   MT  1.00051704   -1 46 49.2
 GU1772
 GU1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU1772!SPC CA 4     -   0.99995410  x   0.99999878  =   0.99995288
 GU1772!UTM  10      -   0.99995410  x   1.00048514  =   1.00043922
 GU1772!UTM  11      -   0.99995410  x   1.00051704  =   1.00047112
 GU1772
 GU1772:                Primary Azimuth Mark                     Grid Az
 GU1772:SPC CA 4     -  WESTHAVEN WATER TANK                     007 11 46.7
 GU1772:UTM  10      -  WESTHAVEN WATER TANK                     004 50 05.4
 GU1772:UTM  11      -  WESTHAVEN WATER TANK                     008 21 51.2
 GU1772
 GU1772|---------------------------------------------------------------------|
 GU1772| PID    Reference Object                     Distance      Geod. Az  |
 GU1772|                                                           dddmmss.s |
 GU1772| GT2015 WESTHAVEN WATER TANK                APPROX.24.6 KM 0063502.0 |
 GU1772| GT2014 LEMOORE AIRFIELD CONTROL TOWER      APPROX.28.1 KM 0155237.7 |
 GU1772| GT2003 STRATFORD MUNICIPAL TANK            APPROX.27.1 KM 0420823.3 |
 GU1772| GU1771 1077 RM 2                            19.319 METERS 04233     |
 GU1772| GU1770 1077 AZ MK                                         1493246.0 |
 GU1772| FU3157 KETTLEMAN                           APPROX. 8.5 KM 1614738.3 |
 GU1772| GU1773 1077 RM 1                             6.808 METERS 33311     |
 GU1772|---------------------------------------------------------------------|
 GU1772
 GU1772                          SUPERSEDED SURVEY CONTROL
 GU1772
 GU1772  NAD 83(1986)-  36 00 23.28896(N)    120 01 35.56679(W) AD(1984.00) 1
 GU1772  NAD 27      -  36 00 23.46200(N)    120 01 32.08400(W) AD(       ) 1
 GU1772  NGVD 29 (07/19/86)  325.67   (m)         1068.5    (f) LEVELING    3  
 GU1772
 GU1772.Superseded values are not recommended for survey control.
 GU1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1772.See file dsdata.txt to determine how the superseded data were derived.
 GU1772
 GU1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6800688756(NAD 83)
 GU1772_MARKER: DD = SURVEY DISK
 GU1772_SETTING: 66 = SET IN ROCK OUTCROP
 GU1772_SP_SET: SANDSTONE OUTCROP
 GU1772_STAMPING: 1077 VAG 1907
 GU1772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GU1772+STABILITY: POSITION/ELEVATION WELL
 GU1772
 GU1772  HISTORY     - Date     Condition        Report By
 GU1772  HISTORY     - 1944     MONUMENTED       CGS
 GU1772  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GU1772  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GU1772  HISTORY     - 1955     GOOD             NGS
 GU1772  HISTORY     - 1958     SEE DESCRIPTION  CGS
 GU1772  HISTORY     - 1966     GOOD             NGS
 GU1772  HISTORY     - 1967     SEE DESCRIPTION  CGS
 GU1772
 GU1772                          STATION DESCRIPTION
 GU1772
 GU1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS)
 GU1772'LOCATED ABOUT 4 MILES W OF KETTLEMAN CITY, 75 YARDS N OF THE
 GU1772'KETTLEMAN CITY-AVENAL HIGHWAY, 50 YARDS NE OF OIL WELL 61,
 GU1772'ON THE SUMMIT OF A SMALL ROCKY KNOLL, AND ABOUT 150 FEET
 GU1772'ABOVE THE HIGHWAY.
 GU1772'
 GU1772'STATION MARK IS A BRONZE U.S.G.S. BENCH-MARK DISK CEMENTED
 GU1772'IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED 1077 FEET
 GU1772'DATUM VAC 1907.
 GU1772'
 GU1772'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED ON THE TOP
 GU1772'OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 4 INCHES.
 GU1772'STAMPED BM 1077 USGS 1944 NO 1.
 GU1772'
 GU1772'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED ON THE
 GU1772'TOP OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 6
 GU1772'INCHES, AND IS ABOUT 14 FEET LOWER THAN THE STATION.  STAMPED
 GU1772'BM USGS NO 2 1944.
 GU1772'
 GU1772'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE
 GU1772'IN A LARGE CONCRETE BLOCK WHICH IS 20 FEET LONG AND 4 FEET
 GU1772'WIDE AND FLUSH WITH THE GROUND.  IT IS 1/4 MILE SE, 150 FEET
 GU1772'SE OF A FORK, 100 FEET N OF AN OIL DERRICK, AND IS STAMPED
 GU1772'USGS BM 1077 1944.
 GU1772'
 GU1772'TO REACH THE STATION FROM KETTLEMAN CITY GO W ON THE AVENAL
 GU1772'HIGHWAY (THIS ROAD LEADS W FROM STATE HIGHWAY 41 AT THE N
 GU1772'END OF TOWN AT THE KETTLEMAN GARAGE) FOR 4 MILES TO THE JUNCTION
 GU1772'OF 6 OILWELL ROADS AND WELL 61 ON THE RIGHT.  THIS IS THE
 GU1772'END OF TRUCK TRAVEL.  PACK NE TO THE SUMMIT OF A SMALL KNOLL
 GU1772'AND STATION.  A 3-MINUTE PACK.  A 4-FOOT STAND WAS USED FOR
 GU1772'OBSERVATIONS.
 GU1772
 GU1772                          STATION RECOVERY (1954)
 GU1772
 GU1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EEJ)
 GU1772'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 GU1772'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GU1772
 GU1772                          STATION RECOVERY (1955)
 GU1772
 GU1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ)
 GU1772'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND IN GOOD
 GU1772'CONDITION AND RECOVERED AS DESCRIBED.
 GU1772
 GU1772                          STATION RECOVERY (1955)
 GU1772
 GU1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GU1772'4.1 MI W FROM KETTLEMAN CITY.
 GU1772'4.1 MILES WEST ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE
 GU1772'HIGHWAY 41 AT KETTLEMAN CITY, ABOUT 0.1 MILE NORTH OF THE
 GU1772'APPROXIMATE CENTER OF SIX ASPHALT ROADS, ABOUT 300 FEET NORTHEAST
 GU1772'OF A STEEL TOWER FOR OIL WELL NO. 61, 101.4 FEET SOUTHEAST
 GU1772'OF THE SOUTH ONE OF A DOUBLE POLE FOR A POWER LINE, 63.6 FEET
 GU1772'(SLOPE DISTANCE) SOUTHWEST OF B M 1077 R.M. NO 2, 22.6 FEET
 GU1772'SOUTHEAST OF B M 1077 R.M. NO 1, ABOUT 90 FEET HIGHER THAN
 GU1772'JUNCTION OF THE ROADS, IN THE TOP OF A SANDSTONE OUTCROP
 GU1772'PROJECTING 0.6 FOOT.  NOTE-- THE  STAMPING VAC INDICATED ON
 GU1772'LITHO LIST.  DISK IS SLANTING, ROD HELD ON LETTERS U.S. DURING
 GU1772'1955 LEVELING.
 GU1772
 GU1772                          STATION RECOVERY (1958)
 GU1772
 GU1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 GU1772'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 GU1772'AS DESCRIBED, EXCEPTING REFERENCE MARK NUMBER ONE, WHICH
 GU1772'APPARENTLY HAS MOVED SOME DUE TO PROTRUDING SO HIGH.
 GU1772'
 GU1772'A NEW DESCRIPTION FOLLOWS.
 GU1772'
 GU1772'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 GU1772'1077 VAG 1907, CEMENTED IN A DRILL HOLE IN OUTCROP PROJECTING
 GU1772'ABOUT 4 INCHES, ON THE HIGHEST PART OF THE HILL.
 GU1772'
 GU1772'REFERENCE MARK NO 1 IS A STANDARD U.S.C. AND G.S. DISK STAMPED
 GU1772'BM USGS 1077 1944, WITH NO 1 SCRATCHED ON THE DISK.  IT IS
 GU1772'WELDED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 16 INCHES
 GU1772'AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 GU1772'
 GU1772'REFERENCE MARK NO 2 IS A STANDARD U.S.C. AND G.S. DISK STAMPED
 GU1772'BM USGS 1077 1944, WITH NO 2 SCRATCHED ON THE DISK.  IT IS
 GU1772'WELDED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 8 INCHES
 GU1772'AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.
 GU1772'
 GU1772'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK STAMPED
 GU1772'BM USGS 1077 1944, SET IN A DRILL HOLE IN A 3 X 30 FOOT
 GU1772'SLAB OF CONCRETE FLUSH WITH THE GROUND.  IT IS 38 FEET NORTH
 GU1772'OF THE KETTLEMAN CITY-AVENAL HIGHWAY ON THE WAY TO STATION,
 GU1772'150 FEET NORTH OF AN OIL DERRICK AND 0.1 MILE EAST OF THE
 GU1772'JUNCTION OF SIX ROADS AT THE SUMMIT OF A GRADE WHERE YOU
 GU1772'TURN SHARP RIGHT TO REACH OIL DERRICK NO 61 AND ETT.
 GU1772'
 GU1772'TO REACH THE STATION FROM THE POST OFFICE IN KETTLEMAN CITY
 GU1772'GO NORTH 0.1 MILE TO MILHAM AVENUE.  TURN LEFT AS PER SIGN
 GU1772'(AVENAL) AND GO WESTERLY FOR 4 MILES TO THE JUNCTION OF 6
 GU1772'OIL WELL ROADS AT THE SUMMIT OF A GRADE (AZIMUTH MARK IS 0.1
 GU1772'MILE EAST).  TURN SHARP RIGHT (NE) AND GO 0.08 MILE TO OIL
 GU1772'DERRICK NO 61 AND END OF TRUCK TRAVEL.  CONTINUE ON FOOT
 GU1772'NORTHEASTERLY FOR ABOUT 300 YARDS TO THE HIGHEST PART OF THE
 GU1772'HILL AND STATION.
 GU1772
 GU1772                          STATION RECOVERY (1966)
 GU1772
 GU1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1772'RECOVERED IN GOOD CONDITION.
 GU1772
 GU1772                          STATION RECOVERY (1967)
 GU1772
 GU1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EHS)
 GU1772'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 GU1772'IN GOOD CONDITION.  THE SLAB OF CONCRETE IN WHICH THE AZIMUTH
 GU1772'MARK HAD BEEN SET HAS BEEN BROKEN UP AND REMOVED.  THE PREVIOUS
 GU1772'DESCRIPTIONS ARE ADEQUATE.
 GU1772'
 GU1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 GU1772'MILES WEST OF KETTLEMAN CITY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3475 ***********************************************************************
 GU3475  DESIGNATION -  1077 2
 GU3475  PID         -  GU3475
 GU3475  STATE/COUNTY-  CA/KINGS
 GU3475  USGS QUAD   -  LA CIMA (1978)
 GU3475
 GU3475                         *CURRENT SURVEY CONTROL
 GU3475  ___________________________________________________________________
 GU3475* NAD 83(1992)-  36 00 23.29042(N)    120 01 35.56652(W)     ADJUSTED  
 GU3475* NAVD 88     -       326.59   (+/-2cm)    1071.5    (feet)  VERTCON   
 GU3475  ___________________________________________________________________
 GU3475  EPOCH DATE  -        1991.35
 GU3475  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GU3475  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GU3475  HORZ ORDER  -  FIRST
 GU3475  VERT ORDER  -  THIRD ? (See Below)
 GU3475
 GU3475.The horizontal coordinates were established by classical geodetic methods
 GU3475.and adjusted by the National Geodetic Survey in March 1994.
 GU3475.The horizontal coordinates are valid at the epoch date displayed above.
 GU3475.The epoch date for horizontal control is a decimal equivalence
 GU3475.of Year/Month/Day.
 GU3475
 GU3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU3475.The vertical order pertains to the NGVD 29 superseded value.
 GU3475
 GU3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3475
 GU3475.The geoid height was determined by GEOID03.
 GU3475
 GU3475;                    North         East     Units Scale Factor Converg.
 GU3475;SPC CA 4     -   575,187.339 1,907,452.239   MT  0.99999878   -0 36 44.7
 GU3475;SPC CA 4     - 1,887,093.79  6,258,032.89   sFT  0.99999878   -0 36 44.7
 GU3475;UTM  10      - 3,988,756.426   768,005.887   MT  1.00048514   +1 44 56.6
 GU3475;UTM  11      - 3,988,903.904   227,207.360   MT  1.00051704   -1 46 49.2
 GU3475
 GU3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3475!SPC CA 4     -   0.99995411  x   0.99999878  =   0.99995289
 GU3475!UTM  10      -   0.99995411  x   1.00048514  =   1.00043922
 GU3475!UTM  11      -   0.99995411  x   1.00051704  =   1.00047112
 GU3475
 GU3475|---------------------------------------------------------------------|
 GU3475| PID    Reference Object                     Distance      Geod. Az  |
 GU3475|                                                           dddmmss.s |
 GU3475| GU1771 1077 RM 2                            19.353 METERS 04233     |
 GU3475| GT0543 MILHAM 2                            APPROX. 3.5 KM 0854828.0 |
 GU3475| GU1774 C 806                               296.747 METERS 21541     |
 GU3475| GU1773 1077 RM 1                             6.856 METERS 33311     |
 GU3475|---------------------------------------------------------------------|
 GU3475
 GU3475                          SUPERSEDED SURVEY CONTROL
 GU3475
 GU3475  NAD 83(1986)-  36 00 23.28836(N)    120 01 35.56762(W) AD(1984.00) 1
 GU3475  NAD 27      -  36 00 23.45792(N)    120 01 32.08442(W) AD(       ) 1
 GU3475  NGVD 29 (07/19/86)  325.63   (m)         1068.3    (f) LEVELING    3  
 GU3475
 GU3475.Superseded values are not recommended for survey control.
 GU3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3475.See file dsdata.txt to determine how the superseded data were derived.
 GU3475
 GU3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6800688756(NAD 83)
 GU3475_MARKER: DB = BENCH MARK DISK
 GU3475_SETTING: 66 = SET IN ROCK OUTCROP
 GU3475
 GU3475  HISTORY     - Date     Condition        Report By
 GU3475  HISTORY     - 1971     MONUMENTED       USGS
 GU3475  HISTORY     - 1973     GOOD             NGS
 GU3475
 GU3475                          STATION DESCRIPTION
 GU3475
 GU3475'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WMJ)
 GU3475'THE STATION IS LOCATED 4 MILES WEST OF KETTLEMAN CITY, 14 MILES
 GU3475'SOUTH-SOUTHEAST OF HURON AND 26 MILES WEST OF CORCORON, ON
 GU3475'PROPERTY OWNED BY THE STANDARD OIL COMPANY OF CALIFORNIA, COALINGA,
 GU3475'PHONE NUMBER 935-0831.
 GU3475'
 GU3475'TO REACH THE STATION FROM THE INTERSECTION OF BROWN AVENUE (STATE
 GU3475'HIGHWAY 41) AND PETROLEUM AVENUE IN KETTLEMAN CITY, GO NORTH ON
 GU3475'BROWN AVENUE FOR 0.1 MILE TO A CROSSROAD (MILHAM AVENUE).  TURN
 GU3475'LEFT AND GO WEST ON MILHAM AVENUE FOR 4.05 MILES TO A 6-WAY
 GU3475'INTERSECTION AND AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE
 GU3475'INTERSECTION.  TURN SHARP RIGHT PASSING THE FIRST ROAD ON THE
 GU3475'RIGHT AND GO NORTH FOR 0.05 MILE TO A FORK, KEEP RIGHT FORK
 GU3475'UPHILL FOR 0.3 MILE TO A PIPE FENCE.  PASS TO THE LEFT OF THE
 GU3475'PIPE FENCE AND GO SOUTHEAST AND SOUTH ON TRACK ROAD FOR
 GU3475'0.2 MILE TO TOP OF HILL AND STATION ON THE HIGHEST POINT.
 GU3475'
 GU3475'THE STATION IS A STANDARD DISK STAMPED, BM USGS 2 1077 1971,
 GU3475'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS LOCATED ON THE
 GU3475'HIGHEST POINT OF THE HILL.
 GU3475'
 GU3475'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BM 1077 USGS NO 1
 GU3475'1944, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 15
 GU3475'INCHES.  IT IS 79 FEET SOUTHEAST OF A POWER POLE.
 GU3475'
 GU3475'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BM 1077 USGS NO 2
 GU3475'1944, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5
 GU3475'INCHES.  IT IS 96 FEET EAST-SOUTHEAST OF THE POWER POLE.
 GU3475'
 GU3475'BM C806 (AZ MK) IS A STANDARD BENCH MARK DISK STAMPED, C806 1947,
 GU3475'CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 GU3475'8 INCHES.  IT IS 59 FEET WEST-NORTH WEST OF THE CENTER OF A PAVED
 GU3475'ROAD, 19 FEET SOUTHWEST OF A PAVED ROAD AND 2 FEET NORTHEAST OF A
 GU3475'4X4 WOOD WITNESS POST.
 GU3475
 GU3475                          STATION RECOVERY (1973)
 GU3475
 GU3475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HF)
 GU3475'THE 1971 TO REACH DESCRIPTION WAS ADEQUATE.
 GU3475'
 GU3475'STATION MARK, R.M. 1, R.M. 2 AND BM C 806 (AZIMUTH MARK) WERE
 GU3475'RECOVERED IN GOOD CONDITION AND FOUND TO BE AS DESCRIBED IN 1971.
 GU3475'
 GU3475'UPON CHECK VISIT (JUNE 1, 1973) R.M. 1 WAS FOUND TO HAVE BEEN
 GU3475'DESTROYED.
 GU3475'
 GU3475'HEIGHT OF LIGHT ABOVE STATION MARK 4.99 FEET.
 GU3475'
 GU3475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 GU3475'4 MILES WEST OF KETTLEMAN CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1773 ***********************************************************************
 GU1773  DESIGNATION -  1077 RM 1
 GU1773  PID         -  GU1773
 GU1773  STATE/COUNTY-  CA/KINGS
 GU1773  USGS QUAD   -  LA CIMA (1978)
 GU1773
 GU1773                         *CURRENT SURVEY CONTROL
 GU1773  ___________________________________________________________________
 GU1773* NAD 83(1986)-  36 00 22.     (N)    120 01 36.     (W)     SCALED    
 GU1773* NAVD 88     -       326.01   (+/-2cm)    1069.6    (feet)  VERTCON   
 GU1773  ___________________________________________________________________
 GU1773  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GU1773  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1773
 GU1773.The horizontal coordinates were scaled from a topographic map and have
 GU1773.an estimated accuracy of +/- 6 seconds.
 GU1773
 GU1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1773.The vertical order pertains to the NGVD 29 superseded value.
 GU1773
 GU1773.The geoid height was determined by GEOID03.
 GU1773
 GU1773;                    North         East    Units  Estimated Accuracy
 GU1773;SPC CA 4     -   575,150.    1,907,440.      MT  (+/- 180 meters Scaled)
 GU1773
 GU1773                          SUPERSEDED SURVEY CONTROL
 GU1773
 GU1773  NGVD 29 (??/??/92)  325.05   (m)         1066.4    (f) COMPUTED    1 2
 GU1773
 GU1773.Superseded values are not recommended for survey control.
 GU1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1773.See file dsdata.txt to determine how the superseded data were derived.
 GU1773
 GU1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE679887(NAD 83)
 GU1773_MARKER: DR = REFERENCE MARK DISK
 GU1773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1773_STAMPING: B M 1077 USGS NO 1 1944
 GU1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1773
 GU1773  HISTORY     - Date     Condition        Report By
 GU1773  HISTORY     - 1944     MONUMENTED       CGS
 GU1773  HISTORY     - 1955     GOOD             NGS
 GU1773  HISTORY     - 1966     POOR             NGS
 GU1773
 GU1773                          STATION DESCRIPTION
 GU1773
 GU1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU1773'4.1 MI W FROM KETTLEMAN CITY.
 GU1773'4.1 MILES WEST ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE
 GU1773'HIGHWAY 41 AT KETTLEMAN CITY, ABOUT 0.1 MILE NORTHEAST OF THE
 GU1773'APPROXIMATE CENTER OF THE JUNCTION OF SIX ASPHALT ROADS, ABOUT
 GU1773'300 FEET NORTHEAST OF A STEEL TOWER FOR OIL WELL NO. 61, 78.7
 GU1773'FEET SOUTHEAST OF THE SOUTH ONE OF A DOUBLE POLE FOR A POWER
 GU1773'LINE, 22.6 FEET NORTHWEST OF B M 1077 (USGS) TRIANGULATION
 GU1773'STATION, ABOUT 2 FEET LOWER THAN THE STATION, A BRONZE DISK
 GU1773'WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 1.5 FEET
 GU1773'ABOVE THE GROUND.  NOTE-- THE IRON PIPE IS LOOSE IN THE GROUND.
 GU1773'THE LAST 4 IN 1944 HAS ALSO BEEN STAMPED 3 AND NO 1 WAS NOT
 GU1773'STAMPED IN, BUT SCRATCHED ON DISK.  IRON PIPE LEANING SLIGHTLY,
 GU1773'ROD HELD ON THE LETTERS TIC IN THE WORD GEODETIC DURING THE
 GU1773'1955 LEVELING.
 GU1773
 GU1773                          STATION RECOVERY (1966)
 GU1773
 GU1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1773'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1771 ***********************************************************************
 GU1771  DESIGNATION -  1077 RM 2
 GU1771  PID         -  GU1771
 GU1771  STATE/COUNTY-  CA/KINGS
 GU1771  USGS QUAD   -  LA CIMA (1978)
 GU1771
 GU1771                         *CURRENT SURVEY CONTROL
 GU1771  ___________________________________________________________________
 GU1771* NAD 83(1992)-  36 00 23.75299(N)    120 01 35.04394(W)     ADJUSTED  
 GU1771* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 GU1771  ___________________________________________________________________
 GU1771  EPOCH DATE  -        1991.35
 GU1771  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 GU1771  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 GU1771  HORZ ORDER  -  SECOND
 GU1771
 GU1771.The horizontal coordinates were established by classical geodetic methods
 GU1771.and adjusted by the National Geodetic Survey in March 1994.
 GU1771.The horizontal coordinates are valid at the epoch date displayed above.
 GU1771.The epoch date for horizontal control is a decimal equivalence
 GU1771.of Year/Month/Day.
 GU1771
 GU1771.The orthometric height was scaled from a topographic map.
 GU1771
 GU1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU1771
 GU1771.The geoid height was determined by GEOID03.
 GU1771
 GU1771;                    North         East     Units Scale Factor Converg.
 GU1771;SPC CA 4     -   575,201.456 1,907,465.478   MT  0.99999876   -0 36 44.4
 GU1771;SPC CA 4     - 1,887,140.11  6,258,076.32   sFT  0.99999876   -0 36 44.4
 GU1771;UTM  10      - 3,988,771.083   768,018.539   MT  1.00048522   +1 44 57.0
 GU1771;UTM  11      - 3,988,917.755   227,220.891   MT  1.00051695   -1 46 48.9
 GU1771
 GU1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU1771!SPC CA 4     -   0.99995468  x   0.99999876  =   0.99995344
 GU1771!UTM  10      -   0.99995468  x   1.00048522  =   1.00043987
 GU1771!UTM  11      -   0.99995468  x   1.00051695  =   1.00047160
 GU1771
 GU1771                          SUPERSEDED SURVEY CONTROL
 GU1771
 GU1771  NAD 83(1986)-  36 00 23.75083(N)    120 01 35.04515(W) AD(1984.00) 2
 GU1771
 GU1771.Superseded values are not recommended for survey control.
 GU1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1771.See file dsdata.txt to determine how the superseded data were derived.
 GU1771
 GU1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6801988771(NAD 83)
 GU1771_MARKER: DR = REFERENCE MARK DISK
 GU1771_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1771_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1771_STAMPING: B M 1077 USGS 1944 NO 2
 GU1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1771
 GU1771  HISTORY     - Date     Condition        Report By
 GU1771  HISTORY     - 1944     MONUMENTED       CGS
 GU1771  HISTORY     - 1955     GOOD             NGS
 GU1771  HISTORY     - 1966     GOOD             NGS
 GU1771
 GU1771                          STATION DESCRIPTION
 GU1771
 GU1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU1771'4.1 MI W FROM KETTLEMAN CITY.
 GU1771'4.1 MILES WEST ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE
 GU1771'HIGHWAY 41 AT KETTLEMAN CITY, ABOUT 0.15 MILE NORTH OF THE
 GU1771'APPROXIMATE CENTER OF SIX ASPHALT ROADS, ABOUT 260 FEET NORTHEAST
 GU1771'OF A STEEL TOWER FOR OIL WELL NO. 61, 95.6 FEET SOUTHEAST OF
 GU1771'THE SOUTH ONE OF A DOUBLE POLE SUPPORTING A POWER LINE, 63.6
 GU1771'FEET NORTHEAST OF B M 1077 (USGS) TRIANGULATION STATION, ABOUT
 GU1771'12 FEET LOWER THAN THE STATION, BRONZE REFERENCE MARK DISK
 GU1771'WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.6 FOOT
 GU1771'ABOVE THE GROUND.  NOTE-- NO 2 IS NOT STAMPED BUT SCRATCHED
 GU1771'ON WITH SOME SHARP OBJECT.
 GU1771
 GU1771                          STATION RECOVERY (1966)
 GU1771
 GU1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0312 ***********************************************************************
 LV0312  DESIGNATION -  108
 LV0312  PID         -  LV0312
 LV0312  STATE/COUNTY-  CA/HUMBOLDT
 LV0312  USGS QUAD   -  ARCATA NORTH (1972)
 LV0312
 LV0312                         *CURRENT SURVEY CONTROL
 LV0312  ___________________________________________________________________
 LV0312* NAD 83(1986)-  40 53 29.     (N)    124 04 50.     (W)     SCALED    
 LV0312* NAVD 88     -        22.942  (meters)      75.27   (feet)  ADJUSTED  
 LV0312  ___________________________________________________________________
 LV0312  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LV0312  DYNAMIC HT  -          22.932 (meters)      75.24  (feet)  COMP
 LV0312  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 LV0312
 LV0312  VERT ORDER  -  FIRST     CLASS II
 LV0312
 LV0312.The horizontal coordinates were scaled from a topographic map and have
 LV0312.an estimated accuracy of +/- 6 seconds.
 LV0312
 LV0312.The orthometric height was determined by differential leveling
 LV0312.and adjusted in June 1991.
 LV0312
 LV0312.The geoid height was determined by GEOID03.
 LV0312
 LV0312.The dynamic height is computed by dividing the NAVD 88
 LV0312.geopotential number by the normal gravity value computed on the
 LV0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0312.degrees latitude (g = 980.6199 gals.).
 LV0312
 LV0312.The modeled gravity was interpolated from observed gravity values.
 LV0312
 LV0312;                    North         East    Units  Estimated Accuracy
 LV0312;SPC CA 1     -   675,080.    1,824,700.      MT  (+/- 180 meters Scaled)
 LV0312
 LV0312                          SUPERSEDED SURVEY CONTROL
 LV0312
 LV0312  NGVD 29 (12/02/92)   21.916  (m)           71.90   (f) ADJUSTED    1 2
 LV0312
 LV0312.Superseded values are not recommended for survey control.
 LV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0312.See file dsdata.txt to determine how the superseded data were derived.
 LV0312
 LV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL089272(NAD 83)
 LV0312_MARKER: DD = SURVEY DISK
 LV0312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0312_SP_SET: BRIDGE WALKWAY
 LV0312_STAMPING: 108 H-1-ARC
 LV0312_MARK LOGO: CADH  
 LV0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0312
 LV0312  HISTORY     - Date     Condition        Report By
 LV0312  HISTORY     - UNK      MONUMENTED       CADH
 LV0312  HISTORY     - 1967     GOOD             NGS
 LV0312  HISTORY     - 1971     GOOD             NGS
 LV0312  HISTORY     - 1988     GOOD             NGS
 LV0312  HISTORY     - 20020717 MARK NOT FOUND   CADT
 LV0312
 LV0312                          STATION DESCRIPTION
 LV0312
 LV0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0312'2 MI N FROM ARCATA.
 LV0312'2.05 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0312'OVERPASS AT ARCATA, 0.4 MILE SOUTH OF THE JUNCTION OF STATE
 LV0312'HIGHWAY 299, IN THE TOP AND 0.3 FOOT NORTH OF THE SOUTH END OF
 LV0312'THE EAST CONCRETE CURB OF ARCATA OVERHEAD BRIDGE NO. 4.79R,
 LV0312'18 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 LV0312'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0312
 LV0312                          STATION RECOVERY (1971)
 LV0312
 LV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0312'RECOVERED IN GOOD CONDITION.
 LV0312
 LV0312                          STATION RECOVERY (1988)
 LV0312
 LV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0312'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM
 LV0312'(0.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0312'HIGHWAY 299 IN ARCATA.
 LV0312
 LV0312                          STATION RECOVERY (2002)
 LV0312
 LV0312'RECOVERY NOTE BY CALTRANS 2002 (REB)
 LV0312'I BELIEVE THIS MARK WAS DESTROYED DURING MODIFICATION OF ARCATA
 LV0312'OVERHEAD BRIDGE 4.79R.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0465 ***********************************************************************
 FT0465  DESIGNATION -  108
 FT0465  PID         -  FT0465
 FT0465  STATE/COUNTY-  CA/INYO
 FT0465  USGS QUAD   -  WHITE HILLS (1983)
 FT0465
 FT0465                         *CURRENT SURVEY CONTROL
 FT0465  ___________________________________________________________________
 FT0465* NAD 83(1986)-  35 51 10.     (N)    117 44 16.     (W)     SCALED    
 FT0465* NAVD 88     -       787.284  (meters)    2582.95   (feet)  ADJUSTED  
 FT0465  ___________________________________________________________________
 FT0465  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FT0465  DYNAMIC HT  -         786.414 (meters)    2580.09  (feet)  COMP
 FT0465  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 FT0465
 FT0465  VERT ORDER  -  FIRST     CLASS II
 FT0465
 FT0465.The horizontal coordinates were scaled from a topographic map and have
 FT0465.an estimated accuracy of +/- 6 seconds.
 FT0465
 FT0465.The orthometric height was determined by differential leveling
 FT0465.and adjusted in June 1991.
 FT0465
 FT0465.The geoid height was determined by GEOID03.
 FT0465
 FT0465.The dynamic height is computed by dividing the NAVD 88
 FT0465.geopotential number by the normal gravity value computed on the
 FT0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0465.degrees latitude (g = 980.6199 gals.).
 FT0465
 FT0465.The modeled gravity was interpolated from observed gravity values.
 FT0465
 FT0465;                    North         East    Units  Estimated Accuracy
 FT0465;SPC CA 4     -   558,390.    2,114,020.      MT  (+/- 180 meters Scaled)
 FT0465
 FT0465                          SUPERSEDED SURVEY CONTROL
 FT0465
 FT0465  NGVD 29 (??/??/92)  786.428  (m)         2580.14   (f) ADJ UNCH    1 2
 FT0465
 FT0465.Superseded values are not recommended for survey control.
 FT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0465.See file dsdata.txt to determine how the superseded data were derived.
 FT0465
 FT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV333678(NAD 83)
 FT0465_MARKER: DD = SURVEY DISK
 FT0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0465_STAMPING: BM 108
 FT0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0465+STABILITY: SURFACE MOTION
 FT0465
 FT0465  HISTORY     - Date     Condition        Report By
 FT0465  HISTORY     - UNK      MONUMENTED       USN
 FT0465  HISTORY     - 1950     GOOD             NGS
 FT0465
 FT0465                          STATION DESCRIPTION
 FT0465
 FT0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0465'16 MI NW FROM CHINA LAKE USN .
 FT0465'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0465'2.5 MILES NORTH ALONG THE L AND L-C ROAD FROM THE INTERSECTION
 FT0465'WITH THE G-1 SPOTTING TOWER ROAD, 30 FEET EAST OF THE CENTER
 FT0465'LINE OF THE ROAD AT A CURVE WHERE THE ROAD BEARS TO THE
 FT0465'NORTHEAST.  THE STATION IS AN USN  DISK SET IN AN 8 IN SUARE
 FT0465'CONCRETE POST, PROJECTING 12 IN ABOVE THE GROUND AND IS STAMPED
 FT0465'BM 108.  FOR INFORMATION TO REACH FROM THE NAVAL ORDNANCE TEST
 FT0465'STATION HEADQUARTERS, CONTACT THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0696 ***********************************************************************
 JS0696  DESIGNATION -  108
 JS0696  PID         -  JS0696
 JS0696  STATE/COUNTY-  CA/PLACER
 JS0696  USGS QUAD   -  CITRUS HEIGHTS (1992)
 JS0696
 JS0696                         *CURRENT SURVEY CONTROL
 JS0696  ___________________________________________________________________
 JS0696* NAD 83(1986)-  38 43 17.     (N)    121 17 25.     (W)     SCALED    
 JS0696* NAVD 88     -        49.10   (+/-2cm)     161.1    (feet)  VERTCON   
 JS0696  ___________________________________________________________________
 JS0696  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JS0696  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0696
 JS0696.The horizontal coordinates were scaled from a topographic map and have
 JS0696.an estimated accuracy of +/- 6 seconds.
 JS0696
 JS0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0696.The vertical order pertains to the NGVD 29 superseded value.
 JS0696
 JS0696.The geoid height was determined by GEOID03.
 JS0696
 JS0696;                    North         East    Units  Estimated Accuracy
 JS0696;SPC CA 2     -   617,320.    2,061,720.      MT  (+/- 180 meters Scaled)
 JS0696
 JS0696                          SUPERSEDED SURVEY CONTROL
 JS0696
 JS0696  NGVD 29 (??/??/92)   48.339  (m)          158.59   (f) ADJ UNCH    1 2
 JS0696
 JS0696.Superseded values are not recommended for survey control.
 JS0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0696.See file dsdata.txt to determine how the superseded data were derived.
 JS0696
 JS0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH486872(NAD 83)
 JS0696_MARKER: DB = BENCH MARK DISK
 JS0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0696+STABILITY: SURFACE MOTION
 JS0696
 JS0696  HISTORY     - Date     Condition        Report By
 JS0696  HISTORY     - UNK      MONUMENTED       CGS
 JS0696  HISTORY     - 1949     GOOD             NGS
 JS0696  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JS0696  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS0696
 JS0696                          STATION DESCRIPTION
 JS0696
 JS0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0696'2.1 MI S FROM ROSEVILLE.
 JS0696'2.1 MILES SOUTH ALONG U.S. HIGHWAY 99 E FROM THE POST OFFICE
 JS0696'AT ROSEVILLE, AT THE SACRAMENTO-PLACER COUNTY LINE, 61 FEET
 JS0696'EAST OF THE COUNTY LINE SIGN, 35 FEET EAST OF THE CENTER LINE
 JS0696'OF THE HIGHWAY, 35 FEET NORTH OF POWER LINE POLE, 26 FEET
 JS0696'SOUTHWEST OF THE SOUTHWEST CORNER OF WALT AND LOLAS CAFE, AND SET
 JS0696'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACED
 JS0696'DRIVEWAY.
 JS0696
 JS0696                          STATION RECOVERY (1990)
 JS0696
 JS0696'RECOVERY NOTE BY US POWER SQUADRON 1990 (EH)
 JS0696'MARK NOT FOUND.
 JS0696
 JS0696                          STATION RECOVERY (2004)
 JS0696
 JS0696'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0805 ***********************************************************************
 DY0805  DESIGNATION -  108 02120
 DY0805  PID         -  DY0805
 DY0805  STATE/COUNTY-  CA/ORANGE
 DY0805  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0805
 DY0805                         *CURRENT SURVEY CONTROL
 DY0805  ___________________________________________________________________
 DY0805* NAD 83(1986)-  33 49 26.     (N)    118 03 54.     (W)     SCALED    
 DY0805* NAVD 88     -        11.603  (meters)      38.07   (feet)  ADJUSTED  
 DY0805  ___________________________________________________________________
 DY0805  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0805  DYNAMIC HT  -          11.591 (meters)      38.03  (feet)  COMP
 DY0805  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 DY0805
 DY0805  VERT ORDER  -  FIRST     CLASS I
 DY0805
 DY0805.The horizontal coordinates were scaled from a topographic map and have
 DY0805.an estimated accuracy of +/- 6 seconds.
 DY0805
 DY0805.The orthometric height was determined by differential leveling
 DY0805.and adjusted in June 1995.
 DY0805
 DY0805.The geoid height was determined by GEOID03.
 DY0805
 DY0805.The dynamic height is computed by dividing the NAVD 88
 DY0805.geopotential number by the normal gravity value computed on the
 DY0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0805.degrees latitude (g = 980.6199 gals.).
 DY0805
 DY0805.The modeled gravity was interpolated from observed gravity values.
 DY0805
 DY0805;                    North         East    Units  Estimated Accuracy
 DY0805;SPC CA 6     -   685,260.    1,831,990.      MT  (+/- 180 meters Scaled)
 DY0805
 DY0805                          SUPERSEDED SURVEY CONTROL
 DY0805
 DY0805  NGVD 29 (??/??/92)   10.90   (m)           35.8    (f) COMPUTED    1 1
 DY0805
 DY0805.Superseded values are not recommended for survey control.
 DY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0805.See file dsdata.txt to determine how the superseded data were derived.
 DY0805
 DY0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT014431(NAD 83)
 DY0805_MARKER: DD = SURVEY DISK
 DY0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0805_SP_SET: BACKWALL
 DY0805_MARK LOGO: CA-037
 DY0805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0805+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1994
 DY0805
 DY0805  HISTORY     - Date     Condition        Report By
 DY0805  HISTORY     - 1966     MONUMENTED       CA-037
 DY0805  HISTORY     - 1968     GOOD             CA-059
 DY0805  HISTORY     - 19940816 GOOD             CA-059
 DY0805
 DY0805                          STATION DESCRIPTION
 DY0805
 DY0805'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0805'IN HAWAIIAN GARDENS.
 DY0805'100 FEET NORTHERLY OF A CONCRETE PEDESTRIAN OVERCROSSING FOR
 DY0805'A LOS ANGELES COUNTY FLOOD CONTROL CHANNEL (COYOTE CREEK),
 DY0805'SET ON TOP OF A TRAPAZOID CONCRETE CHANNEL, ON THE EAST SIDE
 DY0805'OF THE CHANNEL AND NORTHERLY OF BALL ROAD.
 DY0805
 DY0805                          STATION RECOVERY (1994)
 DY0805
 DY0805'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0805'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0805'BY ORANGE COUNTY CALIFORNIA 1968.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0799 ***********************************************************************
 DY0799  DESIGNATION -  108 03425 LACFCD
 DY0799  PID         -  DY0799
 DY0799  STATE/COUNTY-  CA/ORANGE
 DY0799  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0799
 DY0799                         *CURRENT SURVEY CONTROL
 DY0799  ___________________________________________________________________
 DY0799* NAD 83(1986)-  33 50 45.     (N)    118 03 30.     (W)     SCALED    
 DY0799* NAVD 88     -        14.833  (meters)      48.66   (feet)  READJUSTED
 DY0799  ___________________________________________________________________
 DY0799  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0799  DYNAMIC HT  -          14.820 (meters)      48.62  (feet)  COMP
 DY0799  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 DY0799
 DY0799  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DY0799
 DY0799.The horizontal coordinates were scaled from a topographic map and have
 DY0799.an estimated accuracy of +/- 6 seconds.
 DY0799
 DY0799.The orthometric height was determined by differential leveling
 DY0799.and adjusted in February 1993.
 DY0799.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DY0799.distribution rate of 2.1 thru 3.0 mm/km.
 DY0799.The height was derived from older observations constrained to new
 DY0799.heights in a crustal motion area.  The height is approximate in
 DY0799.relation to other heights in its vicinity.
 DY0799
 DY0799.The geoid height was determined by GEOID03.
 DY0799
 DY0799.The dynamic height is computed by dividing the NAVD 88
 DY0799.geopotential number by the normal gravity value computed on the
 DY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0799.degrees latitude (g = 980.6199 gals.).
 DY0799
 DY0799.The modeled gravity was interpolated from observed gravity values.
 DY0799
 DY0799;                    North         East    Units  Estimated Accuracy
 DY0799;SPC CA 6     -   687,680.    1,832,650.      MT  (+/- 180 meters Scaled)
 DY0799
 DY0799                          SUPERSEDED SURVEY CONTROL
 DY0799
 DY0799  NGVD 29 (??/??/92)   14.103  (m)           46.27   (f) ADJ UNCH    1 1
 DY0799
 DY0799.Superseded values are not recommended for survey control.
 DY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0799.See file dsdata.txt to determine how the superseded data were derived.
 DY0799
 DY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT020455(NAD 83)
 DY0799_MARKER: DD = SURVEY DISK
 DY0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0799_SP_SET: CONCRETE FOOTING
 DY0799_STAMPING: 108-03425
 DY0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0799
 DY0799  HISTORY     - Date     Condition        Report By
 DY0799  HISTORY     - UNK      MONUMENTED       CA-037
 DY0799  HISTORY     - 1968     GOOD             CA-037
 DY0799  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DY0799  HISTORY     - 1978     GOOD             NGS
 DY0799
 DY0799                          STATION DESCRIPTION
 DY0799
 DY0799'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0799'IN CYPRESS.
 DY0799'0.2 MILE EAST ALONG LA PALMA AVENUE FROM ITS INTERSECTION WITH
 DY0799'BLOOMFIELD AVENUE TO THE SOUTHERN PACIFIC RAILWAY OVERCROSSING
 DY0799'OF COYOTE CREEK, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF
 DY0799'LA PALMA AVENUE, 20 FEET SOUTHEAST ALONG THE RAILWAY FROM THE
 DY0799'CENTER LINE OF THE SERVICE ROAD INTO THE FLOOD CONTROL RIGHT
 DY0799'OF WAY, 8 FEET NORTH OF THE NORTH RAIL OF THE RAILWAY, 2 FEET
 DY0799'WEST OF THE WEST END OF RAILWAY BRIDGE 20.04 IN THE TOP OF AND
 DY0799'2 FEET EAST OF AN ANGLE POINT IN THE CONCRETE FOOTING FOR A
 DY0799'CHAIN LINK FENCE, ABOUT 0.4 FOOT BELOW THE TRACK.
 DY0799
 DY0799                          STATION RECOVERY (1974)
 DY0799
 DY0799'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0799'MARK NOT FOUND.
 DY0799
 DY0799                          STATION RECOVERY (1978)
 DY0799
 DY0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4592 ***********************************************************************
 EW4592  DESIGNATION -  108 7
 EW4592  PID         -  EW4592
 EW4592  STATE/COUNTY-  CA/VENTURA
 EW4592  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW4592
 EW4592                         *CURRENT SURVEY CONTROL
 EW4592  ___________________________________________________________________
 EW4592* NAD 83(1986)-  34 16 16.     (N)    118 52 22.     (W)     SCALED    
 EW4592* NAVD 88     -       189.459  (meters)     621.58   (feet)  ADJUSTED  
 EW4592  ___________________________________________________________________
 EW4592  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW4592  DYNAMIC HT  -         189.259 (meters)     620.93  (feet)  COMP
 EW4592  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 EW4592
 EW4592  VERT ORDER  -  FIRST     CLASS I
 EW4592
 EW4592.The horizontal coordinates were scaled from a topographic map and have
 EW4592.an estimated accuracy of +/- 6 seconds.
 EW4592
 EW4592.The orthometric height was determined by differential leveling
 EW4592.and adjusted in June 1995.
 EW4592
 EW4592.The geoid height was determined by GEOID03.
 EW4592
 EW4592.The dynamic height is computed by dividing the NAVD 88
 EW4592.geopotential number by the normal gravity value computed on the
 EW4592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4592.degrees latitude (g = 980.6199 gals.).
 EW4592
 EW4592.The modeled gravity was interpolated from observed gravity values.
 EW4592
 EW4592;                    North         East    Units  Estimated Accuracy
 EW4592;SPC CA 5     -   585,880.    1,919,630.      MT  (+/- 180 meters Scaled)
 EW4592
 EW4592                          SUPERSEDED SURVEY CONTROL
 EW4592
 EW4592.No superseded survey control is available for this station.
 EW4592
 EW4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT275938(NAD 83)
 EW4592_MARKER: DD = SURVEY DISK
 EW4592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4592_SP_SET: CURB
 EW4592_STAMPING: 108-7 1975
 EW4592_MARK LOGO: CA-111
 EW4592_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4592+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4592
 EW4592  HISTORY     - Date     Condition        Report By
 EW4592  HISTORY     - 1975     MONUMENTED       CA-111
 EW4592  HISTORY     - 19940630 GOOD             NGS
 EW4592  HISTORY     - 20020707 GOOD             INDIV
 EW4592
 EW4592                          STATION DESCRIPTION
 EW4592
 EW4592'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4592'AT MOORPARK.
 EW4592'AT THE INTERSECTION OF MOORPARK ROAD AND PEACH HILL RD., ON THE SOUTH-
 EW4592'EAST CORNER IN THE MIDDLE OF THE CURB OF THE CURB RETURN, 26 FEET
 EW4592'SOUTH OF MOORPARK ROAD, 34 FEET EAST OF ROLLING KNOLLS AVENUE. A BRASS
 EW4592'DISK SET FLUSH IN POR-ROCK STAMPD 108-7 1075.
 EW4592
 EW4592                          STATION RECOVERY (1994)
 EW4592
 EW4592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4592'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW4592'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW4592'THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG SPRING ROAD, THENCE 0.4 KM
 EW4592'(0.25 MI) WESTERLY ALONG PEACH HILL ROAD, IN THE SOUTH CONCRETE CURB
 EW4592'OF THE ROAD, 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 5.8
 EW4592'M (19.0 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF ROLLING
 EW4592'KNOLL ROAD, 5.8 M (19.0 FT) WEST OF STREET LIGHT POLE NUMBER 194379E,
 EW4592'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
 EW4592
 EW4592                          STATION RECOVERY (2002)
 EW4592
 EW4592'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PV)
 EW4592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0308 ***********************************************************************
 DY0308  DESIGNATION -  108 C OF LB
 DY0308  PID         -  DY0308
 DY0308  STATE/COUNTY-  CA/LOS ANGELES
 DY0308  USGS QUAD   -  LONG BEACH (1981)
 DY0308
 DY0308                         *CURRENT SURVEY CONTROL
 DY0308  ___________________________________________________________________
 DY0308* NAD 83(1986)-  33 46 58.     (N)    118 08 29.     (W)     SCALED    
 DY0308* NAVD 88     -         7.49   (+/-2cm)      24.6    (feet)  VERTCON   
 DY0308  ___________________________________________________________________
 DY0308  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY0308  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0308
 DY0308.The horizontal coordinates were scaled from a topographic map and have
 DY0308.an estimated accuracy of +/- 6 seconds.
 DY0308
 DY0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0308.The vertical order pertains to the NGVD 29 superseded value.
 DY0308
 DY0308.The geoid height was determined by GEOID03.
 DY0308
 DY0308;                    North         East    Units  Estimated Accuracy
 DY0308;SPC CA 5     -   531,380.    1,986,900.      MT  (+/- 180 meters Scaled)
 DY0308
 DY0308                          SUPERSEDED SURVEY CONTROL
 DY0308
 DY0308  NGVD 29 (??/??/92)    6.717  (m)           22.04   (f) ADJ UNCH    1 2
 DY0308
 DY0308.Superseded values are not recommended for survey control.
 DY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0308.See file dsdata.txt to determine how the superseded data were derived.
 DY0308
 DY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943386(NAD 83)
 DY0308_MARKER: DD = SURVEY DISK
 DY0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0308_STAMPING: 108
 DY0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0308+STABILITY: SURFACE MOTION
 DY0308
 DY0308  HISTORY     - Date     Condition        Report By
 DY0308  HISTORY     - UNK      MONUMENTED       CA1970
 DY0308  HISTORY     - 1941     GOOD             NGS
 DY0308  HISTORY     - 1965     GOOD             NGS
 DY0308
 DY0308                          STATION DESCRIPTION
 DY0308
 DY0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY0308'AT LONG BEACH.
 DY0308'AT THE NORTHEAST CORNER OF INTERSECTION OF ANAHEIM STREET WITH
 DY0308'XIMENO AVENUE, 12 FEET NORTH OF NORTH CURB LINE OF ANAHEIM
 DY0308'STREET AND 2.6 FEET EAST OF EAST CURB OF XIMENO AVENUE, IN
 DY0308'CONCRETE POST ABOUT 0.8 FOOT UNDER SIDEWALK, REACHED THROUGH
 DY0308'A 6-INCH IRON PIPE WITH COVER MARKED LBBM.
 DY0308
 DY0308                          STATION RECOVERY (1965)
 DY0308
 DY0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0702 ***********************************************************************
 GU0702  DESIGNATION -  108.36 RESET 1966
 GU0702  PID         -  GU0702
 GU0702  STATE/COUNTY-  CA/FRESNO
 GU0702  USGS QUAD   -  FIREBAUGH (1984)
 GU0702
 GU0702                         *CURRENT SURVEY CONTROL
 GU0702  ___________________________________________________________________
 GU0702* NAD 83(1986)-  36 50 22.     (N)    120 28 55.     (W)     SCALED    
 GU0702* NAVD 88     -        49.65   (+/-2cm)     162.9    (feet)  VERTCON   
 GU0702  ___________________________________________________________________
 GU0702  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0702
 GU0702.The horizontal coordinates were scaled from a topographic map and have
 GU0702.an estimated accuracy of +/- 6 seconds.
 GU0702
 GU0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0702.The vertical order pertains to the NGVD 29 superseded value.
 GU0702
 GU0702.The geoid height was determined by GEOID03.
 GU0702
 GU0702;                    North         East    Units  Estimated Accuracy
 GU0702;SPC CA 4     -   668,140.    1,867,830.      MT  (+/- 180 meters Scaled)
 GU0702
 GU0702                          SUPERSEDED SURVEY CONTROL
 GU0702
 GU0702  NGVD 29 (??/??/92)   48.946  (m)          160.58   (f) ADJ UNCH    2 0
 GU0702
 GU0702.Superseded values are not recommended for survey control.
 GU0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0702.See file dsdata.txt to determine how the superseded data were derived.
 GU0702
 GU0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF245800(NAD 83)
 GU0702_MARKER: DD = SURVEY DISK
 GU0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0702_SP_SET: INLET STRUCTURE
 GU0702_STAMPING: 108.36
 GU0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0702
 GU0702  HISTORY     - Date     Condition        Report By
 GU0702  HISTORY     - UNK      MONUMENTED       BOR
 GU0702  HISTORY     - 1966     GOOD             NGS
 GU0702  HISTORY     - 1972     GOOD             NGS
 GU0702
 GU0702                          STATION DESCRIPTION
 GU0702
 GU0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0702'1.1 MI S FROM SONORA.
 GU0702'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA,
 GU0702'THENCE 0.9 MILE SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE
 GU0702'OF DELTA-MENDOTA CANAL, IN THE TOP OF THE CENTER OF THE
 GU0702'SOUTHWEST CONCRETE HEAD WALL OF INLET STRUCTURE D.I. 108.36,
 GU0702'34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 10
 GU0702'FEET LOWER THAN THE ROAD.
 GU0702
 GU0702                          STATION RECOVERY (1972)
 GU0702
 GU0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0064 ***********************************************************************
 GU0064  DESIGNATION -  108.39 L USBR
 GU0064  PID         -  GU0064
 GU0064  STATE/COUNTY-  CA/FRESNO
 GU0064  USGS QUAD   -  CHANEY RANCH (1971)
 GU0064
 GU0064                         *CURRENT SURVEY CONTROL
 GU0064  ___________________________________________________________________
 GU0064* NAD 83(1986)-  36 42 40.     (N)    120 34 17.     (W)     SCALED    
 GU0064* NAVD 88     -       103.87   (+/-2cm)     340.8    (feet)  VERTCON   
 GU0064  ___________________________________________________________________
 GU0064  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0064  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0064
 GU0064.The horizontal coordinates were scaled from a topographic map and have
 GU0064.an estimated accuracy of +/- 6 seconds.
 GU0064
 GU0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0064.The vertical order pertains to the NGVD 29 superseded value.
 GU0064
 GU0064.The geoid height was determined by GEOID03.
 GU0064
 GU0064;                    North         East    Units  Estimated Accuracy
 GU0064;SPC CA 4     -   654,030.    1,859,620.      MT  (+/- 180 meters Scaled)
 GU0064
 GU0064                          SUPERSEDED SURVEY CONTROL
 GU0064
 GU0064  NGVD 29 (??/??/92)  103.078  (m)          338.18   (f) ADJ UNCH    1 1
 GU0064
 GU0064.Superseded values are not recommended for survey control.
 GU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0064.See file dsdata.txt to determine how the superseded data were derived.
 GU0064
 GU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF169655(NAD 83)
 GU0064_MARKER: DD = SURVEY DISK
 GU0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0064_SP_SET: TURNOUT RETAINING WALL
 GU0064_STAMPING: 108.39 L
 GU0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0064
 GU0064  HISTORY     - Date     Condition        Report By
 GU0064  HISTORY     - UNK      MONUMENTED       BOR
 GU0064  HISTORY     - 1967     GOOD             NGS
 GU0064  HISTORY     - 1968     GOOD             NGS
 GU0064
 GU0064                          STATION DESCRIPTION
 GU0064
 GU0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0064'21.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0064'21.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0064'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0064'R13E T14S, SECTION 17, 0.2 MILE NORTHWEST OF CHECK DAM NO. 2,
 GU0064'IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE,
 GU0064'20 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD ALONG THE NORTHEAST
 GU0064'LEVEE OF THE CANAL, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF
 GU0064'THE WALL, AND ABOUT LEVEL WITH THE ROAD.
 GU0064
 GU0064                          STATION RECOVERY (1968)
 GU0064
 GU0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0065 ***********************************************************************
 GU0065  DESIGNATION -  108.46 R
 GU0065  PID         -  GU0065
 GU0065  STATE/COUNTY-  CA/FRESNO
 GU0065  USGS QUAD   -  CHANEY RANCH (1971)
 GU0065
 GU0065                         *CURRENT SURVEY CONTROL
 GU0065  ___________________________________________________________________
 GU0065* NAD 83(1986)-  36 42 38.     (N)    120 34 20.     (W)     SCALED    
 GU0065* NAVD 88     -       103.48   (+/-2cm)     339.5    (feet)  VERTCON   
 GU0065  ___________________________________________________________________
 GU0065  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0065  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0065
 GU0065.The horizontal coordinates were scaled from a topographic map and have
 GU0065.an estimated accuracy of +/- 6 seconds.
 GU0065
 GU0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0065.The vertical order pertains to the NGVD 29 superseded value.
 GU0065
 GU0065.The geoid height was determined by GEOID03.
 GU0065
 GU0065;                    North         East    Units  Estimated Accuracy
 GU0065;SPC CA 4     -   653,970.    1,859,540.      MT  (+/- 180 meters Scaled)
 GU0065
 GU0065                          SUPERSEDED SURVEY CONTROL
 GU0065
 GU0065  NGVD 29 (??/??/92)  102.689  (m)          336.91   (f) ADJ UNCH    1 1
 GU0065
 GU0065.Superseded values are not recommended for survey control.
 GU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0065.See file dsdata.txt to determine how the superseded data were derived.
 GU0065
 GU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF168655(NAD 83)
 GU0065_MARKER: DD = SURVEY DISK
 GU0065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0065_SP_SET: RETAINING WALL
 GU0065_STAMPING: 108.46 R
 GU0065_MARK LOGO: BOR   
 GU0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0065+STABILITY: SURFACE MOTION
 GU0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0065+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 GU0065
 GU0065  HISTORY     - Date     Condition        Report By
 GU0065  HISTORY     - UNK      MONUMENTED       BOR
 GU0065  HISTORY     - 1967     GOOD             NGS
 GU0065  HISTORY     - 1975     GOOD             NGS
 GU0065  HISTORY     - 19891129 GOOD             NGS
 GU0065
 GU0065                          STATION DESCRIPTION
 GU0065
 GU0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0065'21.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0065'21.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0065'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0065'R13E T14S, SECTION 17, 0.1 MILE SOUTHEAST AND ACROSS THE CANAL
 GU0065'FROM BENCH MARK 108.39L (USBR), 0.05 MILE NORTHWEST OF CHECK
 GU0065'DAM NO. 2, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT
 GU0065'STRUCTURE, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 GU0065'0.3 FOOT SOUTHEAST OF THE NORTHWEST END OF THE WALL, AND ABOUT
 GU0065'1 FOOT LOWER THAN THE ROAD.
 GU0065
 GU0065                          STATION RECOVERY (1975)
 GU0065
 GU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0065'RECOVERED IN GOOD CONDITION.
 GU0065
 GU0065                          STATION RECOVERY (1989)
 GU0065
 GU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0061 ***********************************************************************
 GU0061  DESIGNATION -  108.54 R
 GU0061  PID         -  GU0061
 GU0061  STATE/COUNTY-  CA/FRESNO
 GU0061  USGS QUAD   -  CHANEY RANCH (1971)
 GU0061
 GU0061                         *CURRENT SURVEY CONTROL
 GU0061  ___________________________________________________________________
 GU0061* NAD 83(1986)-  36 42 36.     (N)    120 34 17.     (W)     SCALED    
 GU0061* NAVD 88     -       103.534  (meters)     339.68   (feet)  ADJUSTED  
 GU0061  ___________________________________________________________________
 GU0061  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0061  DYNAMIC HT  -         103.446 (meters)     339.39  (feet)  COMP
 GU0061  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GU0061
 GU0061  VERT ORDER  -  FIRST     CLASS I
 GU0061
 GU0061.The horizontal coordinates were scaled from a topographic map and have
 GU0061.an estimated accuracy of +/- 6 seconds.
 GU0061
 GU0061.The orthometric height was determined by differential leveling
 GU0061.and adjusted in June 1991.
 GU0061
 GU0061.The geoid height was determined by GEOID03.
 GU0061
 GU0061.The dynamic height is computed by dividing the NAVD 88
 GU0061.geopotential number by the normal gravity value computed on the
 GU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0061.degrees latitude (g = 980.6199 gals.).
 GU0061
 GU0061.The modeled gravity was interpolated from observed gravity values.
 GU0061
 GU0061;                    North         East    Units  Estimated Accuracy
 GU0061;SPC CA 4     -   653,910.    1,859,610.      MT  (+/- 180 meters Scaled)
 GU0061
 GU0061                          SUPERSEDED SURVEY CONTROL
 GU0061
 GU0061  NGVD 29 (??/??/92)  102.686  (m)          336.90   (f) ADJ UNCH    1 1
 GU0061
 GU0061.Superseded values are not recommended for survey control.
 GU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0061.See file dsdata.txt to determine how the superseded data were derived.
 GU0061
 GU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF169654(NAD 83)
 GU0061_MARKER: DD = SURVEY DISK
 GU0061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU0061_SP_SET: ABUTMENT
 GU0061_STAMPING: 108.54 R
 GU0061_MARK LOGO: BOR   
 GU0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0061+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 GU0061
 GU0061  HISTORY     - Date     Condition        Report By
 GU0061  HISTORY     - UNK      MONUMENTED       BOR
 GU0061  HISTORY     - 1967     GOOD             NGS
 GU0061  HISTORY     - 1975     GOOD             NGS
 GU0061  HISTORY     - 19891129 GOOD             NGS
 GU0061
 GU0061                          STATION DESCRIPTION
 GU0061
 GU0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0061'21.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0061'21.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0061'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0061'R13E, T14S, SECTION 17, IN THE TOP OF THE SOUTHEAST END OF THE
 GU0061'SOUTHWEST CONCRETE ABUTMENT OF CHECK DAM NO. 2, 75 FEET NORTHEAST
 GU0061'OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTHEAST OF THE SOUTHEAST
 GU0061'CORNER OF THE CONCRETE FLOOR OF THE MOTOR DECK, 2.0 FEET SOUTHWEST
 GU0061'OF A GUARDRAIL, 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GU0061'ABUTMENT, ABOUT LEVEL WITH THE ROAD, AND 7.0 FEET LOWER THAN
 GU0061'THE FLOOR OF THE MOTOR DECK.
 GU0061
 GU0061                          STATION RECOVERY (1975)
 GU0061
 GU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0061'RECOVERED IN GOOD CONDITION.
 GU0061
 GU0061                          STATION RECOVERY (1989)
 GU0061
 GU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0060 ***********************************************************************
 GU0060  DESIGNATION -  108.65 L
 GU0060  PID         -  GU0060
 GU0060  STATE/COUNTY-  CA/FRESNO
 GU0060  USGS QUAD   -  CHANEY RANCH (1971)
 GU0060
 GU0060                         *CURRENT SURVEY CONTROL
 GU0060  ___________________________________________________________________
 GU0060* NAD 83(1986)-  36 42 35.     (N)    120 34 09.     (W)     SCALED    
 GU0060* NAVD 88     -       103.35   (+/-2cm)     339.1    (feet)  VERTCON   
 GU0060  ___________________________________________________________________
 GU0060  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0060  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0060
 GU0060.The horizontal coordinates were scaled from a topographic map and have
 GU0060.an estimated accuracy of +/- 6 seconds.
 GU0060
 GU0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0060.The vertical order pertains to the NGVD 29 superseded value.
 GU0060
 GU0060.The geoid height was determined by GEOID03.
 GU0060
 GU0060;                    North         East    Units  Estimated Accuracy
 GU0060;SPC CA 4     -   653,870.    1,859,810.      MT  (+/- 180 meters Scaled)
 GU0060
 GU0060                          SUPERSEDED SURVEY CONTROL
 GU0060
 GU0060  NGVD 29 (??/??/92)  102.562  (m)          336.49   (f) ADJ UNCH    1 1
 GU0060
 GU0060.Superseded values are not recommended for survey control.
 GU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0060.See file dsdata.txt to determine how the superseded data were derived.
 GU0060
 GU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF171654(NAD 83)
 GU0060_MARKER: DD = SURVEY DISK
 GU0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0060_SP_SET: CONCRETE FOUNDATION
 GU0060_STAMPING: 108.65 L
 GU0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0060
 GU0060  HISTORY     - Date     Condition        Report By
 GU0060  HISTORY     - UNK      MONUMENTED       BOR
 GU0060  HISTORY     - 1967     GOOD             NGS
 GU0060  HISTORY     - 1975     GOOD             NGS
 GU0060  HISTORY     - 19891129 MARK NOT FOUND   NGS
 GU0060
 GU0060                          STATION DESCRIPTION
 GU0060
 GU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0060'21.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0060'21.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0060'DOS AMIGOS PUMP PLANT, 0.1 MILE SOUTHEAST OF CHECK DAM NO. 2,
 GU0060'IN THE TOP OF THE CENTER AND ALONG THE NORTHEAST EDGE OF A 5- BY
 GU0060'5-FOOT CONCRETE FOUNDATION OF A RECORDER STATION, 18 FEET
 GU0060'SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 GU0060'5.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING
 GU0060'OF THE AQUEDUCT, AND 3.0 FEET LOWER THAN THE TOP OF THE
 GU0060'CONCRETE LINING OF THE AQUEDUCT.
 GU0060
 GU0060                          STATION RECOVERY (1975)
 GU0060
 GU0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0060'RECOVERED IN GOOD CONDITION.
 GU0060
 GU0060                          STATION RECOVERY (1989)
 GU0060
 GU0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0057 ***********************************************************************
 GU0057  DESIGNATION -  108.74 R
 GU0057  PID         -  GU0057
 GU0057  STATE/COUNTY-  CA/FRESNO
 GU0057  USGS QUAD   -  CHANEY RANCH (1971)
 GU0057
 GU0057                         *CURRENT SURVEY CONTROL
 GU0057  ___________________________________________________________________
 GU0057* NAD 83(1986)-  36 42 32.     (N)    120 34 07.     (W)     SCALED    
 GU0057* NAVD 88     -       104.242  (meters)     342.00   (feet)  ADJUSTED  
 GU0057  ___________________________________________________________________
 GU0057  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0057  DYNAMIC HT  -         104.155 (meters)     341.72  (feet)  COMP
 GU0057  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 GU0057
 GU0057  VERT ORDER  -  FIRST     CLASS I
 GU0057
 GU0057.The horizontal coordinates were scaled from a topographic map and have
 GU0057.an estimated accuracy of +/- 6 seconds.
 GU0057
 GU0057.The orthometric height was determined by differential leveling
 GU0057.and adjusted in June 1991.
 GU0057
 GU0057.The geoid height was determined by GEOID03.
 GU0057
 GU0057.The dynamic height is computed by dividing the NAVD 88
 GU0057.geopotential number by the normal gravity value computed on the
 GU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0057.degrees latitude (g = 980.6199 gals.).
 GU0057
 GU0057.The modeled gravity was interpolated from observed gravity values.
 GU0057
 GU0057;                    North         East    Units  Estimated Accuracy
 GU0057;SPC CA 4     -   653,780.    1,859,860.      MT  (+/- 180 meters Scaled)
 GU0057
 GU0057                          SUPERSEDED SURVEY CONTROL
 GU0057
 GU0057  NGVD 29 (??/??/92)  103.388  (m)          339.20   (f) ADJ UNCH    1 1
 GU0057
 GU0057.Superseded values are not recommended for survey control.
 GU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0057.See file dsdata.txt to determine how the superseded data were derived.
 GU0057
 GU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF171653(NAD 83)
 GU0057_MARKER: DD = SURVEY DISK
 GU0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0057_SP_SET: HEADWALL
 GU0057_STAMPING: 108.74 R
 GU0057_MARK LOGO: BOR   
 GU0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0057+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1989
 GU0057
 GU0057  HISTORY     - Date     Condition        Report By
 GU0057  HISTORY     - UNK      MONUMENTED       BOR
 GU0057  HISTORY     - 1967     GOOD             NGS
 GU0057  HISTORY     - 1975     GOOD             NGS
 GU0057  HISTORY     - 19890316 GOOD             NGS
 GU0057
 GU0057                          STATION DESCRIPTION
 GU0057
 GU0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0057'22 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0057'21.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0057'DOS AMIGOS PUMP PLANT, AT THE CROSSING OF FAIRFAX AVENUE AND
 GU0057'PANOCHE CREEK, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE
 GU0057'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF PANOCHE
 GU0057'CREEK SIPHON, ABOUT 35 YARDS NORTHEAST OF THE EXTENDED CENTER
 GU0057'LINE OF THE SOUTHWEST LEVEE ROAD, 15 FEET NORTHWEST OF THE CENTER
 GU0057'LINE OF AN ACCESS ROAD, AND ABOUT LEVEL WITH THE ROADS.
 GU0057
 GU0057                          STATION RECOVERY (1975)
 GU0057
 GU0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0057'RECOVERED IN GOOD CONDITION.
 GU0057
 GU0057                          STATION RECOVERY (1989)
 GU0057
 GU0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0059 ***********************************************************************
 GU0059  DESIGNATION -  108.84 R
 GU0059  PID         -  GU0059
 GU0059  STATE/COUNTY-  CA/FRESNO
 GU0059  USGS QUAD   -  CHANEY RANCH (1971)
 GU0059
 GU0059                         *CURRENT SURVEY CONTROL
 GU0059  ___________________________________________________________________
 GU0059* NAD 83(1986)-  36 42 30.     (N)    120 34 01.     (W)     SCALED    
 GU0059* NAVD 88     -       103.937  (meters)     341.00   (feet)  ADJUSTED  
 GU0059  ___________________________________________________________________
 GU0059  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0059  DYNAMIC HT  -         103.850 (meters)     340.71  (feet)  COMP
 GU0059  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 GU0059
 GU0059  VERT ORDER  -  FIRST     CLASS I
 GU0059
 GU0059.The horizontal coordinates were scaled from a topographic map and have
 GU0059.an estimated accuracy of +/- 6 seconds.
 GU0059
 GU0059.The orthometric height was determined by differential leveling
 GU0059.and adjusted in June 1991.
 GU0059
 GU0059.The geoid height was determined by GEOID03.
 GU0059
 GU0059.The dynamic height is computed by dividing the NAVD 88
 GU0059.geopotential number by the normal gravity value computed on the
 GU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0059.degrees latitude (g = 980.6199 gals.).
 GU0059
 GU0059.The modeled gravity was interpolated from observed gravity values.
 GU0059
 GU0059;                    North         East    Units  Estimated Accuracy
 GU0059;SPC CA 4     -   653,710.    1,860,010.      MT  (+/- 180 meters Scaled)
 GU0059
 GU0059                          SUPERSEDED SURVEY CONTROL
 GU0059
 GU0059  NGVD 29 (??/??/92)  103.090  (m)          338.22   (f) ADJ UNCH    1 1
 GU0059
 GU0059.Superseded values are not recommended for survey control.
 GU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0059.See file dsdata.txt to determine how the superseded data were derived.
 GU0059
 GU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF173652(NAD 83)
 GU0059_MARKER: DD = SURVEY DISK
 GU0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0059_SP_SET: HEADWALL
 GU0059_STAMPING: 108.84 R
 GU0059_MARK LOGO: BOR   
 GU0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0059+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 GU0059
 GU0059  HISTORY     - Date     Condition        Report By
 GU0059  HISTORY     - UNK      MONUMENTED       BOR
 GU0059  HISTORY     - 1967     GOOD             NGS
 GU0059  HISTORY     - 1975     GOOD             NGS
 GU0059  HISTORY     - 19891129 GOOD             NGS
 GU0059
 GU0059                          STATION DESCRIPTION
 GU0059
 GU0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0059'22.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0059'22.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0059'AMIGOS PUMP PLANT, IN THE TOP AND 1.5 FEET NORTHEAST OF THE
 GU0059'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF PANOCHE
 GU0059'CREEK SIPHON, ABOUT 20 YARDS NORTHEAST OF THE EXTENDED CENTER
 GU0059'LINE OF THE SOUTHWEST LEVEE ROAD, 14 FEET SOUTHEAST OF THE
 GU0059'CENTER LINE OF THE NORTHEAST ACCESS ROAD, AND ABOUT LEVEL WITH
 GU0059'THE ROADS.
 GU0059
 GU0059                          STATION RECOVERY (1975)
 GU0059
 GU0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0059'RECOVERED IN GOOD CONDITION.
 GU0059
 GU0059                          STATION RECOVERY (1989)
 GU0059
 GU0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9251 ***********************************************************************
 JT9251  DESIGNATION -  1080
 JT9251  PID         -  JT9251
 JT9251  STATE/COUNTY-  CA/NAPA
 JT9251  USGS QUAD   -  NAPA (1980)
 JT9251
 JT9251                         *CURRENT SURVEY CONTROL
 JT9251  ___________________________________________________________________
 JT9251* NAD 83(1986)-  38 18 12.     (N)    122 17 40.     (W)     SCALED    
 JT9251* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 JT9251  ___________________________________________________________________
 JT9251  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9251  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9251
 JT9251.The horizontal coordinates were scaled from a topographic map and have
 JT9251.an estimated accuracy of +/- 6 seconds.
 JT9251
 JT9251.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9251.The vertical order pertains to the NGVD 29 superseded value.
 JT9251
 JT9251.The geoid height was determined by GEOID03.
 JT9251
 JT9251;                    North         East    Units  Estimated Accuracy
 JT9251;SPC CA 2     -   570,720.    1,974,250.      MT  (+/- 180 meters Scaled)
 JT9251
 JT9251                          SUPERSEDED SURVEY CONTROL
 JT9251
 JT9251  NGVD 29 (??/??/92)    9.778  (m)           32.08   (f) ADJ UNCH    2 2
 JT9251
 JT9251.Superseded values are not recommended for survey control.
 JT9251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9251.See file dsdata.txt to determine how the superseded data were derived.
 JT9251
 JT9251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616397(NAD 83)
 JT9251_MARKER: B = BOLT
 JT9251_SETTING: 0 = UNSPECIFIED SETTING
 JT9251_MARK LOGO: NONE  
 JT9251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9251
 JT9251  HISTORY     - Date     Condition        Report By
 JT9251  HISTORY     - 1971     MONUMENTED       CA2330
 JT9251
 JT9251                          STATION DESCRIPTION
 JT9251
 JT9251'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9251'ALONG D STREET, 100 FT (30.5 M) WEST OF JEFFERSON STREET, ON NORTH
 JT9251'SIDE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0341 ***********************************************************************
 GS0341  DESIGNATION -  1082
 GS0341  PID         -  GS0341
 GS0341  STATE/COUNTY-  CA/INYO
 GS0341  USGS QUAD   -  BALLARAT (1988)
 GS0341
 GS0341                         *CURRENT SURVEY CONTROL
 GS0341  ___________________________________________________________________
 GS0341* NAD 83(1986)-  36 06 24.     (N)    117 13 39.     (W)     SCALED    
 GS0341* NAVD 88     -       329.926  (meters)    1082.43   (feet)  ADJUSTED  
 GS0341  ___________________________________________________________________
 GS0341  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 GS0341  DYNAMIC HT  -         329.595 (meters)    1081.35  (feet)  COMP
 GS0341  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 GS0341
 GS0341  VERT ORDER  -  SECOND    CLASS 0
 GS0341
 GS0341.The horizontal coordinates were scaled from a topographic map and have
 GS0341.an estimated accuracy of +/- 6 seconds.
 GS0341
 GS0341.The orthometric height was determined by differential leveling
 GS0341.and adjusted in June 1991.
 GS0341
 GS0341.The geoid height was determined by GEOID03.
 GS0341
 GS0341.The dynamic height is computed by dividing the NAVD 88
 GS0341.geopotential number by the normal gravity value computed on the
 GS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0341.degrees latitude (g = 980.6199 gals.).
 GS0341
 GS0341.The modeled gravity was interpolated from observed gravity values.
 GS0341
 GS0341;                    North         East    Units  Estimated Accuracy
 GS0341;SPC CA 4     -   587,280.    2,159,590.      MT  (+/- 180 meters Scaled)
 GS0341
 GS0341                          SUPERSEDED SURVEY CONTROL
 GS0341
 GS0341  NGVD 29 (??/??/??)  329.062  (m)         1079.60   (f) ADJUSTED    2 0
 GS0341
 GS0341.Superseded values are not recommended for survey control.
 GS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0341.See file dsdata.txt to determine how the superseded data were derived.
 GS0341
 GS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV795958(NAD 83)
 GS0341_MARKER: DD = SURVEY DISK
 GS0341_SETTING: 0 = UNSPECIFIED SETTING
 GS0341_STAMPING: 1082 BBK 1907 168
 GS0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0341
 GS0341  HISTORY     - Date     Condition        Report By
 GS0341  HISTORY     - 1907     MONUMENTED       USGS
 GS0341  HISTORY     - 1935     GOOD             NGS
 GS0341
 GS0341                          STATION DESCRIPTION
 GS0341
 GS0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GS0341'4.4 MI N FROM BALLARAT.
 GS0341'4.4 MILES NORTH ALONG THE STOVEPIPE WELLS HOTEL ROAD FROM
 GS0341'BALLARAT, INYO COUNTY, 3.0 MILES SOUTH OF INDIAN RANCH, AND 31
 GS0341'FEET EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 GS0341'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1082 BBK 1907 168.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9308 ***********************************************************************
 JT9308  DESIGNATION -  1082
 JT9308  PID         -  JT9308
 JT9308  STATE/COUNTY-  CA/NAPA
 JT9308  USGS QUAD   -  NAPA (1980)
 JT9308
 JT9308                         *CURRENT SURVEY CONTROL
 JT9308  ___________________________________________________________________
 JT9308* NAD 83(1986)-  38 18 24.     (N)    122 17 46.     (W)     SCALED    
 JT9308* NAVD 88     -        11.42   (+/-2cm)      37.5    (feet)  VERTCON   
 JT9308  ___________________________________________________________________
 JT9308  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9308  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9308
 JT9308.The horizontal coordinates were scaled from a topographic map and have
 JT9308.an estimated accuracy of +/- 6 seconds.
 JT9308
 JT9308.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9308.The vertical order pertains to the NGVD 29 superseded value.
 JT9308
 JT9308.The geoid height was determined by GEOID03.
 JT9308
 JT9308;                    North         East    Units  Estimated Accuracy
 JT9308;SPC CA 2     -   571,090.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9308
 JT9308                          SUPERSEDED SURVEY CONTROL
 JT9308
 JT9308  NGVD 29 (??/??/92)   10.643  (m)           34.92   (f) ADJ UNCH    2 2
 JT9308
 JT9308.Superseded values are not recommended for survey control.
 JT9308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9308.See file dsdata.txt to determine how the superseded data were derived.
 JT9308
 JT9308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615400(NAD 83)
 JT9308_MARKER: B = BOLT
 JT9308_SETTING: 0 = UNSPECIFIED SETTING
 JT9308_MARK LOGO: NONE  
 JT9308_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9308
 JT9308  HISTORY     - Date     Condition        Report By
 JT9308  HISTORY     - 1971     MONUMENTED       CA2330
 JT9308
 JT9308                          STATION DESCRIPTION
 JT9308
 JT9308'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9308'ALONG H STREET, 100 FT (30.5 M) WEST OF JEFFERSON STREET, ON NORTH
 JT9308'SIDE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0493 ***********************************************************************
 KS0493  DESIGNATION -  1083+04.07 BPR
 KS0493  PID         -  KS0493
 KS0493  STATE/COUNTY-  CA/PLUMAS
 KS0493  USGS QUAD   -  BLAIRSDEN (1994)
 KS0493
 KS0493                         *CURRENT SURVEY CONTROL
 KS0493  ___________________________________________________________________
 KS0493* NAD 83(1986)-  39 48 05.     (N)    120 31 02.     (W)     SCALED    
 KS0493* NAVD 88     -      1485.033  (meters)    4872.15   (feet)  ADJUSTED  
 KS0493  ___________________________________________________________________
 KS0493  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 KS0493  DYNAMIC HT  -        1483.739 (meters)    4867.90  (feet)  COMP
 KS0493  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 KS0493
 KS0493  VERT ORDER  -  SECOND    CLASS 0
 KS0493
 KS0493.The horizontal coordinates were scaled from a topographic map and have
 KS0493.an estimated accuracy of +/- 6 seconds.
 KS0493
 KS0493.The orthometric height was determined by differential leveling
 KS0493.and adjusted in June 1991.
 KS0493
 KS0493.The geoid height was determined by GEOID03.
 KS0493
 KS0493.The dynamic height is computed by dividing the NAVD 88
 KS0493.geopotential number by the normal gravity value computed on the
 KS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0493.degrees latitude (g = 980.6199 gals.).
 KS0493
 KS0493.The modeled gravity was interpolated from observed gravity values.
 KS0493
 KS0493;                    North         East    Units  Estimated Accuracy
 KS0493;SPC CA 1     -   553,050.    2,126,990.      MT  (+/- 180 meters Scaled)
 KS0493
 KS0493                          SUPERSEDED SURVEY CONTROL
 KS0493
 KS0493  NGVD 29 (??/??/??) 1483.992  (m)         4868.73   (f) ADJUSTED    2 0
 KS0493
 KS0493.Superseded values are not recommended for survey control.
 KS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0493.See file dsdata.txt to determine how the superseded data were derived.
 KS0493
 KS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK125086(NAD 83)
 KS0493_MARKER: Z = SEE DESCRIPTION
 KS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0493+STABILITY: SURFACE MOTION
 KS0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0493+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0493
 KS0493  HISTORY     - Date     Condition        Report By
 KS0493  HISTORY     - UNK      MONUMENTED       BPR
 KS0493  HISTORY     - 1934     GOOD             NGS
 KS0493  HISTORY     - 20040311 GOOD             CADT
 KS0493
 KS0493                          STATION DESCRIPTION
 KS0493
 KS0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0493'2.8 MI W FROM PORTOLA.
 KS0493'ABOUT 2-3/4 MILES WEST ALONG STATE HIGHWAY 24 FROM PORTOLA, PLUMAS
 KS0493'COUNTY, ABOUT 100 FEET EAST OF A SMALL CULVERT, AND ABOUT 50
 KS0493'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A COPPER WIRE,
 KS0493'IN A CONCRETE POST.
 KS0493
 KS0493                          STATION RECOVERY (2004)
 KS0493
 KS0493'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1019 ***********************************************************************
 KT1019  DESIGNATION -  1083.00 NWPRR
 KT1019  PID         -  KT1019
 KT1019  STATE/COUNTY-  CA/MENDOCINO
 KT1019  USGS QUAD   -  LONGVALE (1994)
 KT1019
 KT1019                         *CURRENT SURVEY CONTROL
 KT1019  ___________________________________________________________________
 KT1019* NAD 83(1986)-  39 36 43.     (N)    123 22 55.     (W)     SCALED    
 KT1019* NAVD 88     -       330.66   (+/-2cm)    1084.8    (feet)  VERTCON   
 KT1019  ___________________________________________________________________
 KT1019  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 KT1019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT1019
 KT1019.The horizontal coordinates were scaled from a topographic map and have
 KT1019.an estimated accuracy of +/- 6 seconds.
 KT1019
 KT1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1019.The vertical order pertains to the NGVD 29 superseded value.
 KT1019
 KT1019.The geoid height was determined by GEOID03.
 KT1019
 KT1019;                    North         East    Units  Estimated Accuracy
 KT1019;SPC CA 2     -   716,840.    1,881,340.      MT  (+/- 180 meters Scaled)
 KT1019
 KT1019                          SUPERSEDED SURVEY CONTROL
 KT1019
 KT1019  NGVD 29 (??/??/92)  329.732  (m)         1081.80   (f) ADJ UNCH    2 0
 KT1019
 KT1019.Superseded values are not recommended for survey control.
 KT1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1019.See file dsdata.txt to determine how the superseded data were derived.
 KT1019
 KT1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ672847(NAD 83)
 KT1019_MARKER: S = SPIKE
 KT1019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT1019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1019
 KT1019  HISTORY     - Date     Condition        Report By
 KT1019  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1019  HISTORY     - 1931     GOOD             NGS
 KT1019  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT1019
 KT1019                          STATION DESCRIPTION
 KT1019
 KT1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KT1019'5.2 MI N FROM LONGVALE.
 KT1019'5.2 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1019'THE STATION AT LONGVALE, MENDOCINO COUNTY, 21 POLES NORTH OF
 KT1019'MILEPOST 157, OPPOSITE POLE 157/21, AND ON THE EAST SIDE OF
 KT1019'THE TRACK.  A RAILROAD SPIKE, IN THE TOP OF A 2-INCH IRON
 KT1019'PIPE DRIVEN IN THE GROUND.
 KT1019
 KT1019                          STATION RECOVERY (1966)
 KT1019
 KT1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9252 ***********************************************************************
 JT9252  DESIGNATION -  1084
 JT9252  PID         -  JT9252
 JT9252  STATE/COUNTY-  CA/NAPA
 JT9252  USGS QUAD   -  NAPA (1980)
 JT9252
 JT9252                         *CURRENT SURVEY CONTROL
 JT9252  ___________________________________________________________________
 JT9252* NAD 83(1986)-  38 19 12.     (N)    122 17 58.     (W)     SCALED    
 JT9252* NAVD 88     -        14.64   (+/-2cm)      48.0    (feet)  VERTCON   
 JT9252  ___________________________________________________________________
 JT9252  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT9252  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9252
 JT9252.The horizontal coordinates were scaled from a topographic map and have
 JT9252.an estimated accuracy of +/- 6 seconds.
 JT9252
 JT9252.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9252.The vertical order pertains to the NGVD 29 superseded value.
 JT9252
 JT9252.The geoid height was determined by GEOID03.
 JT9252
 JT9252;                    North         East    Units  Estimated Accuracy
 JT9252;SPC CA 2     -   572,570.    1,973,810.      MT  (+/- 180 meters Scaled)
 JT9252
 JT9252                          SUPERSEDED SURVEY CONTROL
 JT9252
 JT9252  NGVD 29 (??/??/92)   13.858  (m)           45.47   (f) ADJ UNCH    2 2
 JT9252
 JT9252.Superseded values are not recommended for survey control.
 JT9252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9252.See file dsdata.txt to determine how the superseded data were derived.
 JT9252
 JT9252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612415(NAD 83)
 JT9252_MARKER: Z = SEE DESCRIPTION
 JT9252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9252_SP_SET: WELL MONUMENT
 JT9252_MARK LOGO: CA2330
 JT9252_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9252
 JT9252  HISTORY     - Date     Condition        Report By
 JT9252  HISTORY     - 1971     MONUMENTED       CA2330
 JT9252
 JT9252                          STATION DESCRIPTION
 JT9252
 JT9252'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9252'AT INTERSECTION OF JEFFERSON AND SHERIDAN STREETS, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3714 ***********************************************************************
 EW3714  DESIGNATION -  1085 USGS
 EW3714  PID         -  EW3714
 EW3714  STATE/COUNTY-  CA/KERN
 EW3714  USGS QUAD   -  GRAPEVINE (1991)
 EW3714
 EW3714                         *CURRENT SURVEY CONTROL
 EW3714  ___________________________________________________________________
 EW3714* NAD 83(1986)-  34 59 02.     (N)    118 55 04.     (W)     SCALED    
 EW3714* NAVD 88     -       332.48   (+/-2cm)    1090.8    (feet)  VERTCON   
 EW3714  ___________________________________________________________________
 EW3714  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 EW3714  VERT ORDER  -  THIRD (See Below)
 EW3714
 EW3714.The horizontal coordinates were scaled from a topographic map and have
 EW3714.an estimated accuracy of +/- 6 seconds.
 EW3714
 EW3714.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3714.The vertical order pertains to the NGVD 29 superseded value.
 EW3714
 EW3714.The geoid height was determined by GEOID03.
 EW3714
 EW3714;                    North         East    Units  Estimated Accuracy
 EW3714;SPC CA 5     -   664,980.    1,916,210.      MT  (+/- 180 meters Scaled)
 EW3714
 EW3714                          SUPERSEDED SURVEY CONTROL
 EW3714
 EW3714  NGVD 29 (??/??/??)  331.71   (m)         1088.3    (f) RESET       3  
 EW3714
 EW3714.Superseded values are not recommended for survey control.
 EW3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3714.See file dsdata.txt to determine how the superseded data were derived.
 EW3714
 EW3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU249729(NAD 83)
 EW3714_MARKER: P = PIPE CAP
 EW3714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3714_STAMPING: 1085 LA
 EW3714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3714
 EW3714  HISTORY     - Date     Condition        Report By
 EW3714  HISTORY     - UNK      MONUMENTED       USGS
 EW3714  HISTORY     - 1965     GOOD             NGS
 EW3714
 EW3714                          STATION DESCRIPTION
 EW3714
 EW3714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW3714'6.8 MI SE FROM METTLER.
 EW3714'5.0 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE STATE HIGHWAY 166
 EW3714'OVERPASS AT METTLER, THENCE 1.8 MILES EAST ALONG LAVAL ROAD, AT
 EW3714'THE CROSSING OF A TELEPHONE POLE LINE, 37 FEET SOUTH OF THE
 EW3714'CENTER LINE OF THE ROAD, 33.0 FEET SOUTHEAST OF THE SOUTHEAST
 EW3714'CORNER OF A CATTLEGUARD, 39 1/2 FEET EAST OF TELEPHONE POLE
 EW3714'588 1296, 14.2 FEET SOUTH OF SECTION CORNER POST 32, 33, 5, 4,
 EW3714'13.6 FEET SOUTH OF A FENCE, 0.6 FOOT SOUTH OF A WITNESS POST,
 EW3714'ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 EW3714'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1893 ***********************************************************************
 JT1893  DESIGNATION -  1086
 JT1893  PID         -  JT1893
 JT1893  STATE/COUNTY-  CA/NAPA
 JT1893  USGS QUAD   -  NAPA (1980)
 JT1893
 JT1893                         *CURRENT SURVEY CONTROL
 JT1893  ___________________________________________________________________
 JT1893* NAD 83(1986)-  38 17 51.     (N)    122 16 08.     (W)     SCALED    
 JT1893* NAVD 88     -        22.87   (+/-2cm)      75.0    (feet)  VERTCON   
 JT1893  ___________________________________________________________________
 JT1893  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1893  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1893
 JT1893.The horizontal coordinates were scaled from a topographic map and have
 JT1893.an estimated accuracy of +/- 6 seconds.
 JT1893
 JT1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1893.The vertical order pertains to the NGVD 29 superseded value.
 JT1893
 JT1893.The geoid height was determined by GEOID03.
 JT1893
 JT1893;                    North         East    Units  Estimated Accuracy
 JT1893;SPC CA 2     -   570,060.    1,976,480.      MT  (+/- 180 meters Scaled)
 JT1893
 JT1893                          SUPERSEDED SURVEY CONTROL
 JT1893
 JT1893  NGVD 29 (??/??/92)   22.087  (m)           72.46   (f) ADJ UNCH    1 1
 JT1893
 JT1893.Superseded values are not recommended for survey control.
 JT1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1893.See file dsdata.txt to determine how the superseded data were derived.
 JT1893
 JT1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639390(NAD 83)
 JT1893_MARKER: B = BOLT
 JT1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1893_SP_SET: MASSIVE STRUCTURE
 JT1893_MARK LOGO: NONE  
 JT1893_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1893
 JT1893  HISTORY     - Date     Condition        Report By
 JT1893  HISTORY     - 1971     MONUMENTED       CA2330
 JT1893
 JT1893                          STATION DESCRIPTION
 JT1893
 JT1893'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1893'AT INTERSECTION OF COOMBSVILLE ROAD AND TULUCAY CEMETARY, A BRASS BOLT
 JT1893'SET 50 FT (15.2 M) WEST OF THE EAST GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9253 ***********************************************************************
 JT9253  DESIGNATION -  1088
 JT9253  PID         -  JT9253
 JT9253  STATE/COUNTY-  CA/NAPA
 JT9253  USGS QUAD   -  NAPA (1980)
 JT9253
 JT9253                         *CURRENT SURVEY CONTROL
 JT9253  ___________________________________________________________________
 JT9253* NAD 83(1986)-  38 18 48.     (N)    122 17 46.     (W)     SCALED    
 JT9253* NAVD 88     -        13.58   (+/-2cm)      44.6    (feet)  VERTCON   
 JT9253  ___________________________________________________________________
 JT9253  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9253  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9253
 JT9253.The horizontal coordinates were scaled from a topographic map and have
 JT9253.an estimated accuracy of +/- 6 seconds.
 JT9253
 JT9253.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9253.The vertical order pertains to the NGVD 29 superseded value.
 JT9253
 JT9253.The geoid height was determined by GEOID03.
 JT9253
 JT9253;                    North         East    Units  Estimated Accuracy
 JT9253;SPC CA 2     -   571,830.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9253
 JT9253                          SUPERSEDED SURVEY CONTROL
 JT9253
 JT9253  NGVD 29 (??/??/92)   12.795  (m)           41.98   (f) ADJ UNCH    2 2
 JT9253
 JT9253.Superseded values are not recommended for survey control.
 JT9253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9253.See file dsdata.txt to determine how the superseded data were derived.
 JT9253
 JT9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615408(NAD 83)
 JT9253_MARKER: B = BOLT
 JT9253_SETTING: 0 = UNSPECIFIED SETTING
 JT9253_MARK LOGO: NONE  
 JT9253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9253
 JT9253  HISTORY     - Date     Condition        Report By
 JT9253  HISTORY     - 1971     MONUMENTED       CA2330
 JT9253
 JT9253                          STATION DESCRIPTION
 JT9253
 JT9253'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9253'AT INTERSECTION OF CENTRAL AND JEFFERSON, A BRASS BOLT IN THE
 JT9253'NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9255 ***********************************************************************
 JT9255  DESIGNATION -  1089
 JT9255  PID         -  JT9255
 JT9255  STATE/COUNTY-  CA/NAPA
 JT9255  USGS QUAD   -  NAPA (1980)
 JT9255
 JT9255                         *CURRENT SURVEY CONTROL
 JT9255  ___________________________________________________________________
 JT9255* NAD 83(1986)-  38 18 48.     (N)    122 17 34.     (W)     SCALED    
 JT9255* NAVD 88     -        12.60   (+/-2cm)      41.3    (feet)  VERTCON   
 JT9255  ___________________________________________________________________
 JT9255  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9255  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9255
 JT9255.The horizontal coordinates were scaled from a topographic map and have
 JT9255.an estimated accuracy of +/- 6 seconds.
 JT9255
 JT9255.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9255.The vertical order pertains to the NGVD 29 superseded value.
 JT9255
 JT9255.The geoid height was determined by GEOID03.
 JT9255
 JT9255;                    North         East    Units  Estimated Accuracy
 JT9255;SPC CA 2     -   571,830.    1,974,390.      MT  (+/- 180 meters Scaled)
 JT9255
 JT9255                          SUPERSEDED SURVEY CONTROL
 JT9255
 JT9255  NGVD 29 (??/??/92)   11.817  (m)           38.77   (f) ADJ UNCH    2 2
 JT9255
 JT9255.Superseded values are not recommended for survey control.
 JT9255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9255.See file dsdata.txt to determine how the superseded data were derived.
 JT9255
 JT9255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618408(NAD 83)
 JT9255_MARKER: B = BOLT
 JT9255_SETTING: 0 = UNSPECIFIED SETTING
 JT9255_MARK LOGO: NONE  
 JT9255_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9255
 JT9255  HISTORY     - Date     Condition        Report By
 JT9255  HISTORY     - 1971     MONUMENTED       CA2330
 JT9255
 JT9255                          STATION DESCRIPTION
 JT9255
 JT9255'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9255'ALONG CENTRAL AVENUE, 50 FT (15.2 M) EAST OF MAIN STREET, A BRASS BOLT
 JT9255'ON NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2272 ***********************************************************************
 FU2272  DESIGNATION -  109
 FU2272  PID         -  FU2272
 FU2272  STATE/COUNTY-  CA/KERN
 FU2272  USGS QUAD   -  CONNER (1973)
 FU2272
 FU2272                         *CURRENT SURVEY CONTROL
 FU2272  ___________________________________________________________________
 FU2272* NAD 83(1986)-  35 10 46.     (N)    119 00 12.     (W)     SCALED    
 FU2272* NAVD 88     -        90.236  (meters)     296.05   (feet)  ADJUSTED  
 FU2272  ___________________________________________________________________
 FU2272  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 FU2272  DYNAMIC HT  -          90.146 (meters)     295.75  (feet)  COMP
 FU2272  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 FU2272
 FU2272  VERT ORDER  -  FIRST     CLASS II
 FU2272
 FU2272.The horizontal coordinates were scaled from a topographic map and have
 FU2272.an estimated accuracy of +/- 6 seconds.
 FU2272
 FU2272.The orthometric height was determined by differential leveling
 FU2272.and adjusted in June 1991.
 FU2272.WARNING-Repeat measurements at this control monument indicate possible
 FU2272.vertical movement.
 FU2272
 FU2272.The geoid height was determined by GEOID03.
 FU2272
 FU2272.The dynamic height is computed by dividing the NAVD 88
 FU2272.geopotential number by the normal gravity value computed on the
 FU2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU2272.degrees latitude (g = 980.6199 gals.).
 FU2272
 FU2272.The modeled gravity was interpolated from observed gravity values.
 FU2272
 FU2272;                    North         East    Units  Estimated Accuracy
 FU2272;SPC CA 5     -   686,750.    1,908,610.      MT  (+/- 180 meters Scaled)
 FU2272
 FU2272                          SUPERSEDED SURVEY CONTROL
 FU2272
 FU2272.No superseded survey control is available for this station.
 FU2272
 FU2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU175947(NAD 83)
 FU2272_MARKER: DD = SURVEY DISK
 FU2272_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FU2272_SP_SET: HEADWALL
 FU2272_STAMPING: 109
 FU2272_MARK LOGO: CADH  
 FU2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2272+STABILITY: SURFACE MOTION
 FU2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU2272+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 FU2272
 FU2272  HISTORY     - Date     Condition        Report By
 FU2272  HISTORY     - UNK      MONUMENTED       CADH
 FU2272  HISTORY     - 1961     GOOD             NGS
 FU2272  HISTORY     - 1972     GOOD
 FU2272  HISTORY     - 1977     GOOD             NGS
 FU2272  HISTORY     - 19890622 GOOD             NGS
 FU2272
 FU2272                          STATION DESCRIPTION
 FU2272
 FU2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU2272'5.8 MI S FROM GREENFIELD.
 FU2272'5.8 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE GREENFIELD STATE
 FU2272'BANK AT GREENFIELD, IN R28E T31S S32, IN THE TOP OF THE
 FU2272'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF BOX CULVERT
 FU2272'333+38 OVER DERN ISLAND DRAIN, ABOUT 27 FEET WEST OF THE CENTER
 FU2272'LINE OF THE WEST LANES OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER
 FU2272'THAN THE HIGHWAY.
 FU2272
 FU2272                          STATION RECOVERY (1972)
 FU2272
 FU2272'RECOVERED 1972
 FU2272'RECOVERED IN GOOD CONDITION.
 FU2272
 FU2272                          STATION RECOVERY (1977)
 FU2272
 FU2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU2272'RECOVERED IN GOOD CONDITION.
 FU2272
 FU2272                          STATION RECOVERY (1989)
 FU2272
 FU2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU2272'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.8 KM
 FU2272'(6.10 MI) NORTHERLY ALONG UNION AVENUE FROM THE JUNCTION OF TAFT
 FU2272'HIGHWAY IN GREENFIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9359 ***********************************************************************
 AB9359  DESIGNATION -  109 32900
 AB9359  PID         -  AB9359
 AB9359  STATE/COUNTY-  CA/LOS ANGELES
 AB9359  USGS QUAD   -  WHITTIER (1981)
 AB9359
 AB9359                         *CURRENT SURVEY CONTROL
 AB9359  ___________________________________________________________________
 AB9359* NAD 83(1986)-  33 55 02.     (N)    118 02 20.     (W)     SCALED    
 AB9359* NAVD 88     -        33.769  (meters)     110.79   (feet)  ADJUSTED  
 AB9359  ___________________________________________________________________
 AB9359  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 AB9359  DYNAMIC HT  -          33.732 (meters)     110.67  (feet)  COMP
 AB9359  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 AB9359
 AB9359  VERT ORDER  -  FIRST     CLASS II
 AB9359
 AB9359.The horizontal coordinates were scaled from a topographic map and have
 AB9359.an estimated accuracy of +/- 6 seconds.
 AB9359
 AB9359.The orthometric height was determined by differential leveling
 AB9359.and adjusted in February 1997.
 AB9359
 AB9359.The geoid height was determined by GEOID03.
 AB9359
 AB9359.The dynamic height is computed by dividing the NAVD 88
 AB9359.geopotential number by the normal gravity value computed on the
 AB9359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9359.degrees latitude (g = 980.6199 gals.).
 AB9359
 AB9359.The modeled gravity was interpolated from observed gravity values.
 AB9359
 AB9359;                    North         East    Units  Estimated Accuracy
 AB9359;SPC CA 5     -   546,280.    1,996,400.      MT  (+/- 180 meters Scaled)
 AB9359
 AB9359                          SUPERSEDED SURVEY CONTROL
 AB9359
 AB9359.No superseded survey control is available for this station.
 AB9359
 AB9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT039534(NAD 83)
 AB9359_MARKER: DB = BENCH MARK DISK
 AB9359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB9359_SP_SET: BRIDGE ABUTMENT
 AB9359_STAMPING: B.M. 109-32900
 AB9359_MARK LOGO: LACFCD
 AB9359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9359+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1994
 AB9359
 AB9359  HISTORY     - Date     Condition        Report By
 AB9359  HISTORY     - 1966     MONUMENTED       LACFCD
 AB9359  HISTORY     - 19941108 GOOD             MWDSC
 AB9359
 AB9359                          STATION DESCRIPTION
 AB9359
 AB9359'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB9359'SANTA FE SPRINGS,CA AT THE INTERSECTION OF IMPERIAL HWY AND MARQUARDT
 AB9359'AV AND THE COYOTE CREEK FLOOD CONTROL DRAINAGE CHANNEL, 36 FEET (11.0
 AB9359'M) NORTH OF THE HWY, 1 FOOT (0.3 M) WEST OF THE AV, 39 FEET (11.9 M)
 AB9359'WEST OF POWER POLE NO.4123510E, ON THE EASTERLY SIDE OF THE CHANNEL.
 AB9359'FOUND A 2-1/4 INCH BRASS DISK STAMPED BM 109-32900 1966 SET FLUSH IN
 AB9359'CONRETE BRIDGE ABUTMENT.  REFERENCE MWD FB 2016 01 056.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5281 ***********************************************************************
 HS5281  DESIGNATION -  109 JD
 HS5281  PID         -  HS5281
 HS5281  STATE/COUNTY-  CA/SANTA CLARA
 HS5281  USGS QUAD   -  MT MADONNA (1994)
 HS5281
 HS5281                         *CURRENT SURVEY CONTROL
 HS5281  ___________________________________________________________________
 HS5281* NAD 83(1986)-  37 04 05.     (N)    121 39 36.     (W)     SCALED    
 HS5281* NAVD 88     -       131.194  (meters)     430.43   (feet)  ADJUSTED  
 HS5281  ___________________________________________________________________
 HS5281  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HS5281  DYNAMIC HT  -         131.097 (meters)     430.11  (feet)  COMP
 HS5281  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 HS5281
 HS5281  VERT ORDER  -  FIRST     CLASS II
 HS5281
 HS5281.The horizontal coordinates were scaled from a topographic map and have
 HS5281.an estimated accuracy of +/- 6 seconds.
 HS5281
 HS5281.The orthometric height was determined by differential leveling
 HS5281.and adjusted in February 1993.
 HS5281
 HS5281.The geoid height was determined by GEOID03.
 HS5281
 HS5281.The dynamic height is computed by dividing the NAVD 88
 HS5281.geopotential number by the normal gravity value computed on the
 HS5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5281.degrees latitude (g = 980.6199 gals.).
 HS5281
 HS5281.The modeled gravity was interpolated from observed gravity values.
 HS5281
 HS5281;                    North         East    Units  Estimated Accuracy
 HS5281;SPC CA 3     -   563,680.    1,896,840.      MT  (+/- 180 meters Scaled)
 HS5281
 HS5281                          SUPERSEDED SURVEY CONTROL
 HS5281
 HS5281  NGVD 29 (10/21/93)  130.350  (m)          427.66   (f) ADJUSTED    1 2
 HS5281
 HS5281.Superseded values are not recommended for survey control.
 HS5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5281.See file dsdata.txt to determine how the superseded data were derived.
 HS5281
 HS5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG191032(NAD 83)
 HS5281_MARKER: DB = BENCH MARK DISK
 HS5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5281_SP_SET: CONCRETE POST
 HS5281_STAMPING: 109 JD 1953 428
 HS5281_MARK LOGO: USGS  
 HS5281_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5281+STABILITY: SURFACE MOTION
 HS5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5281+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 HS5281
 HS5281  HISTORY     - Date     Condition        Report By
 HS5281  HISTORY     - UNK      MONUMENTED       USGS
 HS5281  HISTORY     - 19900326 GOOD             NGS
 HS5281
 HS5281                          STATION DESCRIPTION
 HS5281
 HS5281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5281'0.9 KM (0.56 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 101 BUSINESS
 HS5281'(MONTEREY ROAD) FROM ITS JUNCTION WITH TENNANT AVENUE IN MORGAN HILL,
 HS5281'THENCE 5.3 KM (3.29 MI) SOUTHERLY ALONG WATSONVILLE ROAD, 8.2 M
 HS5281'(26.90 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.9 M (2.95 FT) WEST
 HS5281'OF A WITNESS POST AND FENCE, 0.3 M (0.98 FT) SOUTH OF THE EXTENDED
 HS5281'CENTER OF SYCAMORE AVENUE, LEVEL WITH THE ROAD, AND IN A CONCRETE
 HS5281'MONUMENT THAT PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0215 ***********************************************************************
 EW0215  DESIGNATION -  109 USFS
 EW0215  PID         -  EW0215
 EW0215  STATE/COUNTY-  CA/LOS ANGELES
 EW0215  USGS QUAD   -  PALMDALE (1974)
 EW0215
 EW0215                         *CURRENT SURVEY CONTROL
 EW0215  ___________________________________________________________________
 EW0215* NAD 83(1986)-  34 32 19.     (N)    118 06 21.     (W)     SCALED    
 EW0215* NAVD 88     -       869.254  (meters)    2851.88   (feet)  ADJUSTED  
 EW0215  ___________________________________________________________________
 EW0215  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0215  DYNAMIC HT  -         868.238 (meters)    2848.54  (feet)  COMP
 EW0215  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 EW0215
 EW0215  VERT ORDER  -  FIRST     CLASS I
 EW0215
 EW0215.The horizontal coordinates were scaled from a topographic map and have
 EW0215.an estimated accuracy of +/- 6 seconds.
 EW0215
 EW0215.The orthometric height was determined by differential leveling
 EW0215.and adjusted in June 1991.
 EW0215
 EW0215.Photographs are available for this station.
 EW0215
 EW0215.The geoid height was determined by GEOID03.
 EW0215
 EW0215.The dynamic height is computed by dividing the NAVD 88
 EW0215.geopotential number by the normal gravity value computed on the
 EW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0215.degrees latitude (g = 980.6199 gals.).
 EW0215
 EW0215.The modeled gravity was interpolated from observed gravity values.
 EW0215
 EW0215;                    North         East    Units  Estimated Accuracy
 EW0215;SPC CA 5     -   615,210.    1,990,290.      MT  (+/- 180 meters Scaled)
 EW0215
 EW0215                          SUPERSEDED SURVEY CONTROL
 EW0215
 EW0215  NGVD 29 (??/??/92)  868.389  (m)         2849.04   (f) ADJ UNCH    1 1
 EW0215
 EW0215.Superseded values are not recommended for survey control.
 EW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0215.See file dsdata.txt to determine how the superseded data were derived.
 EW0215
 EW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU985224(NAD 83)
 EW0215_MARKER: P = PIPE CAP
 EW0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0215_STAMPING: RESERVE 109 1905
 EW0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0215
 EW0215  HISTORY     - Date     Condition        Report By
 EW0215  HISTORY     - 1905     MONUMENTED       USFS
 EW0215  HISTORY     - 1971     GOOD             NGS
 EW0215  HISTORY     - 1977     GOOD             NGS
 EW0215  HISTORY     - 20051119 POOR             JCLS
 EW0215  HISTORY     - 20051119 MARK NOT FOUND   JCLS
 EW0215
 EW0215                          STATION DESCRIPTION
 EW0215
 EW0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0215'2.9 MI S FROM PALMDALE.
 EW0215'2.9 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW0215'BOULEVARD AT PALMDALE, 100 FEET WEST OF THE 5TH POLE SOUTHEAST
 EW0215'OF THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 82
 EW0215'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 71.5 FEET
 EW0215'NORTH OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF CULVERT
 EW0215'19.49, 48.6 FEET SOUTHEAST OF BENCH MARK Y 429, 65 FEET NORTHWEST
 EW0215'OF THE NORTHWEST BANK OF A DRAIN DITCH, 1.6 FEET NORTHWEST OF
 EW0215'A WITNESS POST, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 EW0215'FOOT HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A
 EW0215'3 1/2-INCH IRON PIPE PROJECTING 1.1 FEET ABOVE THE GROUND.
 EW0215'SEC 2, T 5N, R 12W
 EW0215
 EW0215                          STATION RECOVERY (1977)
 EW0215
 EW0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0215'RECOVERED IN GOOD CONDITION.
 EW0215
 EW0215                          STATION RECOVERY (2005)
 EW0215
 EW0215'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 EW0215'DISK HAS BEEN REMOVED FROM PIPE.
 EW0215
 EW0215                          STATION RECOVERY (2005)
 EW0215
 EW0215'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 EW0215'THE DISK WAS NO LONGER ATTACHED. PHOTOS ARE PROVIDED OF THE REMAINING
 EW0215'PROTECTIVE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0056 ***********************************************************************
 GU0056  DESIGNATION -  109.01 L
 GU0056  PID         -  GU0056
 GU0056  STATE/COUNTY-  CA/FRESNO
 GU0056  USGS QUAD   -  CHANEY RANCH (1971)
 GU0056
 GU0056                         *CURRENT SURVEY CONTROL
 GU0056  ___________________________________________________________________
 GU0056* NAD 83(1986)-  36 42 22.     (N)    120 33 52.     (W)     SCALED    
 GU0056* NAVD 88     -       103.49   (+/-2cm)     339.5    (feet)  VERTCON   
 GU0056  ___________________________________________________________________
 GU0056  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0056  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0056
 GU0056.The horizontal coordinates were scaled from a topographic map and have
 GU0056.an estimated accuracy of +/- 6 seconds.
 GU0056
 GU0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0056.The vertical order pertains to the NGVD 29 superseded value.
 GU0056
 GU0056.The geoid height was determined by GEOID03.
 GU0056
 GU0056;                    North         East    Units  Estimated Accuracy
 GU0056;SPC CA 4     -   653,460.    1,860,230.      MT  (+/- 180 meters Scaled)
 GU0056
 GU0056                          SUPERSEDED SURVEY CONTROL
 GU0056
 GU0056  NGVD 29 (??/??/92)  102.701  (m)          336.94   (f) ADJ UNCH    1 1
 GU0056
 GU0056.Superseded values are not recommended for survey control.
 GU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0056.See file dsdata.txt to determine how the superseded data were derived.
 GU0056
 GU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF175650(NAD 83)
 GU0056_MARKER: DD = SURVEY DISK
 GU0056_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0056_SP_SET: FOUNDATION
 GU0056_STAMPING: 109.01 L
 GU0056_MARK LOGO: BOR   
 GU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0056+STABILITY: SURFACE MOTION
 GU0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0056+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 GU0056
 GU0056  HISTORY     - Date     Condition        Report By
 GU0056  HISTORY     - UNK      MONUMENTED       BOR
 GU0056  HISTORY     - 1967     GOOD             NGS
 GU0056  HISTORY     - 1975     GOOD             NGS
 GU0056  HISTORY     - 19891129 GOOD             NGS
 GU0056
 GU0056                          STATION DESCRIPTION
 GU0056
 GU0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0056'22.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0056'22.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0056'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER AND ALONG THE
 GU0056'NORTHEAST EDGE OF THE CONCRETE FOUNDATION OF A RECORDER STATION,
 GU0056'19 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 GU0056'ROAD, 5.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE LINING
 GU0056'OF THE AQUEDUCT, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 GU0056
 GU0056                          STATION RECOVERY (1975)
 GU0056
 GU0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0056'RECOVERED IN GOOD CONDITION.
 GU0056
 GU0056                          STATION RECOVERY (1989)
 GU0056
 GU0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0700 ***********************************************************************
 GU0700  DESIGNATION -  109.12 USBR
 GU0700  PID         -  GU0700
 GU0700  STATE/COUNTY-  CA/FRESNO
 GU0700  USGS QUAD   -  FIREBAUGH (1984)
 GU0700
 GU0700                         *CURRENT SURVEY CONTROL
 GU0700  ___________________________________________________________________
 GU0700* NAD 83(1986)-  36 49 53.     (N)    120 28 26.     (W)     SCALED    
 GU0700* NAVD 88     -        49.68   (+/-2cm)     163.0    (feet)  VERTCON   
 GU0700  ___________________________________________________________________
 GU0700  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0700
 GU0700.The horizontal coordinates were scaled from a topographic map and have
 GU0700.an estimated accuracy of +/- 6 seconds.
 GU0700
 GU0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0700.The vertical order pertains to the NGVD 29 superseded value.
 GU0700
 GU0700.The geoid height was determined by GEOID03.
 GU0700
 GU0700;                    North         East    Units  Estimated Accuracy
 GU0700;SPC CA 4     -   667,240.    1,868,530.      MT  (+/- 180 meters Scaled)
 GU0700
 GU0700                          SUPERSEDED SURVEY CONTROL
 GU0700
 GU0700  NGVD 29 (??/??/92)   48.980  (m)          160.70   (f) ADJ UNCH    2 0
 GU0700
 GU0700.Superseded values are not recommended for survey control.
 GU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0700.See file dsdata.txt to determine how the superseded data were derived.
 GU0700
 GU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF252791(NAD 83)
 GU0700_MARKER: DD = SURVEY DISK
 GU0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0700_SP_SET: DRAIN INLET
 GU0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0700
 GU0700  HISTORY     - Date     Condition        Report By
 GU0700  HISTORY     - UNK      MONUMENTED       BOR
 GU0700  HISTORY     - 1955     GOOD             NGS
 GU0700  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0700
 GU0700                          STATION DESCRIPTION
 GU0700
 GU0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0700'1.9 MI S FROM SONORA.
 GU0700'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 1.7
 GU0700'MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK
 GU0700'OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE
 GU0700'109.12, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE
 GU0700'HEAD WALL, 17 1/2 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER
 GU0700'LINE OF THE ROAD, AND ABOUT 7 FEET LOWER THAN THE ROAD.
 GU0700
 GU0700                          STATION RECOVERY (1963)
 GU0700
 GU0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4510 ***********************************************************************
 HS4510  DESIGNATION -  109.28
 HS4510  PID         -  HS4510
 HS4510  STATE/COUNTY-  CA/STANISLAUS
 HS4510  USGS QUAD   -  TURLOCK (1976)
 HS4510
 HS4510                         *CURRENT SURVEY CONTROL
 HS4510  ___________________________________________________________________
 HS4510* NAD 83(1986)-  37 27 48.     (N)    120 48 45.     (W)     SCALED    
 HS4510* NAVD 88     -        33.917  (meters)     111.28   (feet)  ADJUSTED  
 HS4510  ___________________________________________________________________
 HS4510  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS4510  DYNAMIC HT  -          33.892 (meters)     111.19  (feet)  COMP
 HS4510  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 HS4510
 HS4510  VERT ORDER  -  FIRST     CLASS II
 HS4510
 HS4510.The horizontal coordinates were scaled from a topographic map and have
 HS4510.an estimated accuracy of +/- 6 seconds.
 HS4510
 HS4510.The orthometric height was determined by differential leveling
 HS4510.and adjusted in June 1991.
 HS4510
 HS4510.The geoid height was determined by GEOID03.
 HS4510
 HS4510.The dynamic height is computed by dividing the NAVD 88
 HS4510.geopotential number by the normal gravity value computed on the
 HS4510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS4510.degrees latitude (g = 980.6199 gals.).
 HS4510
 HS4510.The modeled gravity was interpolated from observed gravity values.
 HS4510
 HS4510;                    North         East    Units  Estimated Accuracy
 HS4510;SPC CA 3     -   606,960.    1,972,360.      MT  (+/- 180 meters Scaled)
 HS4510
 HS4510                          SUPERSEDED SURVEY CONTROL
 HS4510
 HS4510.No superseded survey control is available for this station.
 HS4510
 HS4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG934485(NAD 83)
 HS4510_MARKER: DD = SURVEY DISK
 HS4510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS4510_SP_SET: CULVERT HEADWALL
 HS4510_STAMPING: T.I.D. 179.00 109.28
 HS4510_MARK LOGO: TID   
 HS4510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS4510+STABILITY: SURFACE MOTION
 HS4510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS4510+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 HS4510
 HS4510  HISTORY     - Date     Condition        Report By
 HS4510  HISTORY     - UNK      MONUMENTED       TID
 HS4510  HISTORY     - 1988     GOOD             NGS
 HS4510  HISTORY     - 20070628 GOOD             CONDOR
 HS4510
 HS4510                          STATION DESCRIPTION
 HS4510
 HS4510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 HS4510'4.5 KM (2.80 MI) SE FROM TURLOCK.
 HS4510'4.5 KM (2.80 MI) SOUTHEAST ALONG GOLDEN STATE BOULEVARD FROM THE
 HS4510'JUNCTION OF EAST MAIN STREET IN TURLOCK, AT CONCRETE HIGHWAY BRIDGE
 HS4510'39-118 (BUILT IN 1951) OVER A BRANCH OF THE TURLOCK CANAL, IN THE TOP
 HS4510'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB.  A RUBBING WAS
 HS4510'TAKEN.
 HS4510
 HS4510                          STATION RECOVERY (2007)
 HS4510
 HS4510'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2007 (DLS)
 HS4510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0699 ***********************************************************************
 GU0699  DESIGNATION -  109.45 USBR
 GU0699  PID         -  GU0699
 GU0699  STATE/COUNTY-  CA/FRESNO
 GU0699  USGS QUAD   -  FIREBAUGH (1984)
 GU0699
 GU0699                         *CURRENT SURVEY CONTROL
 GU0699  ___________________________________________________________________
 GU0699* NAD 83(1986)-  36 49 40.     (N)    120 28 09.     (W)     SCALED    
 GU0699* NAVD 88     -        49.34   (+/-2cm)     161.9    (feet)  VERTCON   
 GU0699  ___________________________________________________________________
 GU0699  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0699
 GU0699.The horizontal coordinates were scaled from a topographic map and have
 GU0699.an estimated accuracy of +/- 6 seconds.
 GU0699
 GU0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0699.The vertical order pertains to the NGVD 29 superseded value.
 GU0699
 GU0699.The geoid height was determined by GEOID03.
 GU0699
 GU0699;                    North         East    Units  Estimated Accuracy
 GU0699;SPC CA 4     -   666,830.    1,868,950.      MT  (+/- 180 meters Scaled)
 GU0699
 GU0699                          SUPERSEDED SURVEY CONTROL
 GU0699
 GU0699  NGVD 29 (??/??/92)   48.639  (m)          159.58   (f) ADJ UNCH    2 0
 GU0699
 GU0699.Superseded values are not recommended for survey control.
 GU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0699.See file dsdata.txt to determine how the superseded data were derived.
 GU0699
 GU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF257787(NAD 83)
 GU0699_MARKER: DD = SURVEY DISK
 GU0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0699_SP_SET: RETAINING WALL
 GU0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0699
 GU0699  HISTORY     - Date     Condition        Report By
 GU0699  HISTORY     - UNK      MONUMENTED       BOR
 GU0699  HISTORY     - 1968     GOOD             NGS
 GU0699  HISTORY     - 1972     GOOD             NGS
 GU0699
 GU0699                          STATION DESCRIPTION
 GU0699
 GU0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0699'2.2 MI SE FROM SONORA.
 GU0699'0.2 MILE WEST ALONG NEES AVENUE FROM THE SONORA STORE, THENCE
 GU0699'2.05 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0699'BANK OF THE DELTA-MENDOTA CANAL, IN THE TOP OF AND 0.6 FOOT
 GU0699'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 GU0699'RETAINING WALL OF STEEL GRATES FOR A PUMP LIFT STATION NO.
 GU0699'109.45, 57 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 GU0699'LEVEE ROAD, AND ABOUT 8 FEET LOWER THAN THE ROAD.  IN R14E T13S,
 GU0699'SECTION 5.
 GU0699
 GU0699                          STATION RECOVERY (1972)
 GU0699
 GU0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1526 ***********************************************************************
 HS1526  DESIGNATION -  109.65
 HS1526  PID         -  HS1526
 HS1526  STATE/COUNTY-  CA/MERCED
 HS1526  USGS QUAD   -  TURLOCK (1976)
 HS1526
 HS1526                         *CURRENT SURVEY CONTROL
 HS1526  ___________________________________________________________________
 HS1526* NAD 83(1986)-  37 27 48.     (N)    120 48 45.     (W)     SCALED    
 HS1526* NAVD 88     -        34.03   (+/-2cm)     111.6    (feet)  VERTCON   
 HS1526  ___________________________________________________________________
 HS1526  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS1526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1526
 HS1526.The horizontal coordinates were scaled from a topographic map and have
 HS1526.an estimated accuracy of +/- 6 seconds.
 HS1526
 HS1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1526.The vertical order pertains to the NGVD 29 superseded value.
 HS1526
 HS1526.The geoid height was determined by GEOID03.
 HS1526
 HS1526;                    North         East    Units  Estimated Accuracy
 HS1526;SPC CA 3     -   606,960.    1,972,360.      MT  (+/- 180 meters Scaled)
 HS1526
 HS1526                          SUPERSEDED SURVEY CONTROL
 HS1526
 HS1526  NGVD 29 (??/??/92)   33.329  (m)          109.35   (f) ADJ UNCH    2 0
 HS1526
 HS1526.Superseded values are not recommended for survey control.
 HS1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1526.See file dsdata.txt to determine how the superseded data were derived.
 HS1526
 HS1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG934485(NAD 83)
 HS1526_MARKER: DD = SURVEY DISK
 HS1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1526_SP_SET: BRIDGE CURB
 HS1526_STAMPING: TID 179.5 109.65
 HS1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1526
 HS1526  HISTORY     - Date     Condition        Report By
 HS1526  HISTORY     - UNK      MONUMENTED       TID
 HS1526  HISTORY     - 1958     GOOD             NGS
 HS1526  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS1526
 HS1526                          STATION DESCRIPTION
 HS1526
 HS1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1526'2.8 MI SE FROM TURLOCK.
 HS1526'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1526'FROM THE STATION AT TURLOCK, 2.9 MILES NORTHWEST OF DELHI,
 HS1526'IN R10E T5S S36, 1 POLE NORTHWEST AND ACROSS THE TRACK AND U.S.
 HS1526'HIGHWAY 99 FROM MILEPOLE 129, AT CONCRETE HIGHWAY BRIDGE 39-118L
 HS1526'OVER A BRANCH OF THE TURLOCK CANAL, IN THE TOP OF THE SOUTHEAST
 HS1526'END OF THE SOUTHWEST CONCRETE CURB, 28 FEET SOUTHWEST OF THE
 HS1526'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, AND ABOUT
 HS1526'1/2 FOOT LOWER THAN THE HIGHWAY.
 HS1526
 HS1526                          STATION RECOVERY (1988)
 HS1526
 HS1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1526'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1401 ***********************************************************************
 DX1401  DESIGNATION -  1090
 DX1401  PID         -  DX1401
 DX1401  STATE/COUNTY-  CA/RIVERSIDE
 DX1401  USGS QUAD   -  PECHANGA (1988)
 DX1401
 DX1401                         *CURRENT SURVEY CONTROL
 DX1401  ___________________________________________________________________
 DX1401* NAD 83(1986)-  33 29 01.     (N)    117 05 04.     (W)     SCALED    
 DX1401* NAVD 88     -       333.27   (+/-2cm)    1093.4    (feet)  VERTCON   
 DX1401  ___________________________________________________________________
 DX1401  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DX1401  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1401
 DX1401.The horizontal coordinates were scaled from a topographic map and have
 DX1401.an estimated accuracy of +/- 6 seconds.
 DX1401
 DX1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1401.The vertical order pertains to the NGVD 29 superseded value.
 DX1401
 DX1401.The geoid height was determined by GEOID03.
 DX1401
 DX1401;                    North         East    Units  Estimated Accuracy
 DX1401;SPC CA 6     -   646,360.    1,922,450.      MT  (+/- 180 meters Scaled)
 DX1401
 DX1401                          SUPERSEDED SURVEY CONTROL
 DX1401
 DX1401  NGVD 29 (??/??/??)  332.567  (m)         1091.10   (f) ADJUSTED    1 2
 DX1401
 DX1401.Superseded values are not recommended for survey control.
 DX1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1401.See file dsdata.txt to determine how the superseded data were derived.
 DX1401
 DX1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT921049(NAD 83)
 DX1401_MARKER: P = PIPE CAP
 DX1401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1401_STAMPING: 1090 T
 DX1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1401
 DX1401  HISTORY     - Date     Condition        Report By
 DX1401  HISTORY     - UNK      MONUMENTED       USGS
 DX1401  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1401
 DX1401                          STATION DESCRIPTION
 DX1401
 DX1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1401'4.7 MI E FROM TEMECULA.
 DX1401'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1401'POST OFFICE AT TEMECULA, THENCE 2.9 MILES NORTHEAST ALONG STATE
 DX1401'HIGHWAY 71, ABOUT 1/4 MILE NORTH OF A PAUBA RANCH HOUSE,
 DX1401'NORTHEAST OF A FORK IN THE HIGHWAY AND RIVETED TO THE TOP OF
 DX1401'AN IRON PIPE.  NOTE-- PROBABLY DESTROYED BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9256 ***********************************************************************
 JT9256  DESIGNATION -  1091
 JT9256  PID         -  JT9256
 JT9256  STATE/COUNTY-  CA/NAPA
 JT9256  USGS QUAD   -  NAPA (1980)
 JT9256
 JT9256                         *CURRENT SURVEY CONTROL
 JT9256  ___________________________________________________________________
 JT9256* NAD 83(1986)-  38 19 00.     (N)    122 17 40.     (W)     SCALED    
 JT9256* NAVD 88     -        13.13   (+/-2cm)      43.1    (feet)  VERTCON   
 JT9256  ___________________________________________________________________
 JT9256  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9256  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9256
 JT9256.The horizontal coordinates were scaled from a topographic map and have
 JT9256.an estimated accuracy of +/- 6 seconds.
 JT9256
 JT9256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9256.The vertical order pertains to the NGVD 29 superseded value.
 JT9256
 JT9256.The geoid height was determined by GEOID03.
 JT9256
 JT9256;                    North         East    Units  Estimated Accuracy
 JT9256;SPC CA 2     -   572,200.    1,974,250.      MT  (+/- 180 meters Scaled)
 JT9256
 JT9256                          SUPERSEDED SURVEY CONTROL
 JT9256
 JT9256  NGVD 29 (??/??/92)   12.344  (m)           40.50   (f) ADJ UNCH    2 2
 JT9256
 JT9256.Superseded values are not recommended for survey control.
 JT9256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9256.See file dsdata.txt to determine how the superseded data were derived.
 JT9256
 JT9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616411(NAD 83)
 JT9256_MARKER: B = BOLT
 JT9256_SETTING: 0 = UNSPECIFIED SETTING
 JT9256_MARK LOGO: NONE  
 JT9256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9256
 JT9256  HISTORY     - Date     Condition        Report By
 JT9256  HISTORY     - 1971     MONUMENTED       CA2330
 JT9256
 JT9256                          STATION DESCRIPTION
 JT9256
 JT9256'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9256'AT INTERSECTION OF MAIN AND PUEBLO, A BRASS BOLT IN THE SOUTHEAST
 JT9256'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1017 ***********************************************************************
 KT1017  DESIGNATION -  1091.12 NWPRR
 KT1017  PID         -  KT1017
 KT1017  STATE/COUNTY-  CA/MENDOCINO
 KT1017  USGS QUAD   -  LONGVALE (1994)
 KT1017
 KT1017                         *CURRENT SURVEY CONTROL
 KT1017  ___________________________________________________________________
 KT1017* NAD 83(1986)-  39 36 37.     (N)    123 22 57.     (W)     SCALED    
 KT1017* NAVD 88     -       333.13   (+/-2cm)    1092.9    (feet)  VERTCON   
 KT1017  ___________________________________________________________________
 KT1017  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 KT1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT1017
 KT1017.The horizontal coordinates were scaled from a topographic map and have
 KT1017.an estimated accuracy of +/- 6 seconds.
 KT1017
 KT1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1017.The vertical order pertains to the NGVD 29 superseded value.
 KT1017
 KT1017.The geoid height was determined by GEOID03.
 KT1017
 KT1017;                    North         East    Units  Estimated Accuracy
 KT1017;SPC CA 2     -   716,660.    1,881,280.      MT  (+/- 180 meters Scaled)
 KT1017
 KT1017                          SUPERSEDED SURVEY CONTROL
 KT1017
 KT1017  NGVD 29 (??/??/92)  332.204  (m)         1089.91   (f) ADJ UNCH    2 0
 KT1017
 KT1017.Superseded values are not recommended for survey control.
 KT1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1017.See file dsdata.txt to determine how the superseded data were derived.
 KT1017
 KT1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ671845(NAD 83)
 KT1017_MARKER: S = SPIKE
 KT1017_SETTING: 66 = SET IN ROCK OUTCROP
 KT1017_SP_SET: SET IN ROCK OUTCROP
 KT1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1017+STABILITY: POSITION/ELEVATION WELL
 KT1017
 KT1017  HISTORY     - Date     Condition        Report By
 KT1017  HISTORY     - UNK      MONUMENTED       NWPRR
 KT1017  HISTORY     - 1931     GOOD             NGS
 KT1017  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT1017
 KT1017                          STATION DESCRIPTION
 KT1017
 KT1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KT1017'4.7 MI N FROM LONGVALE.
 KT1017'4.7 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT1017'THE STATION AT LONGVALE, MENDOCINO COUNTY, 7 POLES NORTH OF
 KT1017'MILEPOST 157, AT BRIDGE NO. 10 OVER OUTLET CREEK, AND AT THE
 KT1017'SOUTH END OF THE EAST SIDE OF THE BRIDGE.  A RAILROAD SPIKE,
 KT1017'IN THE TOP OF A 2-INCH IRON PIPE DRIVEN IN THE GROUND.
 KT1017
 KT1017                          STATION RECOVERY (1966)
 KT1017
 KT1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1537 ***********************************************************************
 DX1537  DESIGNATION -  1092
 DX1537  PID         -  DX1537
 DX1537  STATE/COUNTY-  CA/RIVERSIDE
 DX1537  USGS QUAD   -  MURRIETA (1979)
 DX1537
 DX1537                         *CURRENT SURVEY CONTROL
 DX1537  ___________________________________________________________________
 DX1537* NAD 83(1986)-  33 33 12.     (N)    117 13 05.     (W)     SCALED    
 DX1537* NAVD 88     -       333.97   (+/-2cm)    1095.7    (feet)  VERTCON   
 DX1537  ___________________________________________________________________
 DX1537  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DX1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1537
 DX1537.The horizontal coordinates were scaled from a topographic map and have
 DX1537.an estimated accuracy of +/- 6 seconds.
 DX1537
 DX1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1537.The vertical order pertains to the NGVD 29 superseded value.
 DX1537
 DX1537.The geoid height was determined by GEOID03.
 DX1537
 DX1537;                    North         East    Units  Estimated Accuracy
 DX1537;SPC CA 6     -   654,200.    1,910,110.      MT  (+/- 180 meters Scaled)
 DX1537
 DX1537                          SUPERSEDED SURVEY CONTROL
 DX1537
 DX1537  NGVD 29 (??/??/??)  333.243  (m)         1093.31   (f) ADJUSTED    2 0
 DX1537
 DX1537.Superseded values are not recommended for survey control.
 DX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1537.See file dsdata.txt to determine how the superseded data were derived.
 DX1537
 DX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT797126(NAD 83)
 DX1537_MARKER: P = PIPE CAP
 DX1537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1537_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1537_STAMPING: 1092
 DX1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1537
 DX1537  HISTORY     - Date     Condition        Report By
 DX1537  HISTORY     - UNK      MONUMENTED       USGS
 DX1537  HISTORY     - 1935     GOOD             NGS
 DX1537
 DX1537                          STATION DESCRIPTION
 DX1537
 DX1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1537'AT MURRIETA.
 DX1537'AT MURRIETA, RIVERSIDE COUNTY, AT THE PUBLIC SCHOOL, 7.5 FEET
 DX1537'SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 1 FOOT
 DX1537'SOUTHWEST OF THE SOUTHWEST SIDE, AND ABOUT 1 FOOT ABOVE THE
 DX1537'LEVEL OF THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DX1537'CAP, STAMPED 1092 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9257 ***********************************************************************
 JT9257  DESIGNATION -  1092
 JT9257  PID         -  JT9257
 JT9257  STATE/COUNTY-  CA/NAPA
 JT9257  USGS QUAD   -  NAPA (1980)
 JT9257
 JT9257                         *CURRENT SURVEY CONTROL
 JT9257  ___________________________________________________________________
 JT9257* NAD 83(1986)-  38 19 00.     (N)    122 17 34.     (W)     SCALED    
 JT9257* NAVD 88     -        11.37   (+/-2cm)      37.3    (feet)  VERTCON   
 JT9257  ___________________________________________________________________
 JT9257  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9257  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9257
 JT9257.The horizontal coordinates were scaled from a topographic map and have
 JT9257.an estimated accuracy of +/- 6 seconds.
 JT9257
 JT9257.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9257.The vertical order pertains to the NGVD 29 superseded value.
 JT9257
 JT9257.The geoid height was determined by GEOID03.
 JT9257
 JT9257;                    North         East    Units  Estimated Accuracy
 JT9257;SPC CA 2     -   572,200.    1,974,400.      MT  (+/- 180 meters Scaled)
 JT9257
 JT9257                          SUPERSEDED SURVEY CONTROL
 JT9257
 JT9257  NGVD 29 (??/??/92)   10.583  (m)           34.72   (f) ADJ UNCH    2 2
 JT9257
 JT9257.Superseded values are not recommended for survey control.
 JT9257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9257.See file dsdata.txt to determine how the superseded data were derived.
 JT9257
 JT9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618411(NAD 83)
 JT9257_MARKER: B = BOLT
 JT9257_SETTING: 0 = UNSPECIFIED SETTING
 JT9257_MARK LOGO: NONE  
 JT9257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9257
 JT9257  HISTORY     - Date     Condition        Report By
 JT9257  HISTORY     - 1971     MONUMENTED       CA2330
 JT9257
 JT9257                          STATION DESCRIPTION
 JT9257
 JT9257'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9257'AT INTERSECTION OF PUEBLO AND YAJOME, A BRASS BOLT IN THE SOUTHWEST
 JT9257'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0831 ***********************************************************************
 DB0831  DESIGNATION -  1092+60 IID
 DB0831  PID         -  DB0831
 DB0831  STATE/COUNTY-  CA/IMPERIAL
 DB0831  USGS QUAD   -  GLAMIS NW (1979)
 DB0831
 DB0831                         *CURRENT SURVEY CONTROL
 DB0831  ___________________________________________________________________
 DB0831* NAD 83(1986)-  32 55 39.     (N)    115 09 47.     (W)     SCALED    
 DB0831* NAVD 88     -        34.654  (meters)     113.69   (feet)  READJUSTED
 DB0831  ___________________________________________________________________
 DB0831  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DB0831  DYNAMIC HT  -          34.610 (meters)     113.55  (feet)  COMP
 DB0831  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 DB0831
 DB0831  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0831
 DB0831.The horizontal coordinates were scaled from a topographic map and have
 DB0831.an estimated accuracy of +/- 6 seconds.
 DB0831
 DB0831.The orthometric height was determined by differential leveling
 DB0831.and adjusted in January 1995.
 DB0831.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0831.distribution rate of 0.0 thru 1.0 mm/km.
 DB0831.The height was derived from older observations constrained to new
 DB0831.heights in a crustal motion area.  The height is approximate in
 DB0831.relation to other heights in its vicinity.
 DB0831
 DB0831.The geoid height was determined by GEOID03.
 DB0831
 DB0831.The dynamic height is computed by dividing the NAVD 88
 DB0831.geopotential number by the normal gravity value computed on the
 DB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0831.degrees latitude (g = 980.6199 gals.).
 DB0831
 DB0831.The modeled gravity was interpolated from observed gravity values.
 DB0831
 DB0831;                    North         East    Units  Estimated Accuracy
 DB0831;SPC CA 6     -   584,910.    2,101,660.      MT  (+/- 180 meters Scaled)
 DB0831
 DB0831                          SUPERSEDED SURVEY CONTROL
 DB0831
 DB0831  NGVD 29 (??/??/??)   33.929  (m)          111.32   (f) ADJUSTED    2 0
 DB0831
 DB0831.Superseded values are not recommended for survey control.
 DB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0831.See file dsdata.txt to determine how the superseded data were derived.
 DB0831
 DB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS717447(NAD 83)
 DB0831_MARKER: DD = SURVEY DISK
 DB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0831_STAMPING: BM STA 1092+60 ELEV 1111.30
 DB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0831+STABILITY: SURFACE MOTION
 DB0831
 DB0831  HISTORY     - Date     Condition        Report By
 DB0831  HISTORY     - UNK      MONUMENTED       IID
 DB0831  HISTORY     - 1971     GOOD             NGS
 DB0831  HISTORY     - 1974     GOOD
 DB0831
 DB0831                          STATION DESCRIPTION
 DB0831
 DB0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0831'24.5 MI SE FROM BRAWLEY.
 DB0831'FROM THE INTERSECTION OF STATE HIGHWAY 78 (MAIN ST.) AND FIRST
 DB0831'ST. IN BRAWLEY, PROCEED E. ON STATE HIGHWAY 78 APPROXIMATELY
 DB0831'21.5 MILES TO WHERE THE HIGHWAY CROSSES THE COCHELLA CANAL,
 DB0831'FOLLOW THE W. CANAL BANK S. APPROXIMATELY 3.3 MILES.  THE
 DB0831'BENCH MARK IS AT THE TOE OF THE W. SPOILS BANK OF THE CANAL, AND
 DB0831'IS SET ON TOP OF A 5 IN DIAMETER CONCRETE CYLINDER, AND IS 0.3
 DB0831'FT. BELOW THE SURFACE OF THE GROUND.  THE BENCH MARK IS STAMPED
 DB0831'BM STA. 1092+60 ELEV. 111.30.  SECTION 13, T 14 S., R 17 E.
 DB0831
 DB0831                          STATION RECOVERY (1974)
 DB0831
 DB0831'RECOVERED 1974
 DB0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0887 ***********************************************************************
 LU0887  DESIGNATION -  1093 USGS
 LU0887  PID         -  LU0887
 LU0887  STATE/COUNTY-  CA/SHASTA
 LU0887  USGS QUAD   -  WHISKEYTOWN (1979)
 LU0887
 LU0887                         *CURRENT SURVEY CONTROL
 LU0887  ___________________________________________________________________
 LU0887* NAD 83(1986)-  40 37 43.     (N)    122 33 28.     (W)     SCALED    
 LU0887* NAVD 88     -       333.71   (+/-2cm)    1094.8    (feet)  VERTCON   
 LU0887  ___________________________________________________________________
 LU0887  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 LU0887  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0887
 LU0887.The horizontal coordinates were scaled from a topographic map and have
 LU0887.an estimated accuracy of +/- 6 seconds.
 LU0887
 LU0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0887.The vertical order pertains to the NGVD 29 superseded value.
 LU0887
 LU0887.The geoid height was determined by GEOID03.
 LU0887
 LU0887;                    North         East    Units  Estimated Accuracy
 LU0887;SPC CA 1     -   643,970.    1,952,810.      MT  (+/- 180 meters Scaled)
 LU0887
 LU0887                          SUPERSEDED SURVEY CONTROL
 LU0887
 LU0887  NGVD 29 (??/??/92)  332.872  (m)         1092.10   (f) ADJ UNCH    1 2
 LU0887
 LU0887.Superseded values are not recommended for survey control.
 LU0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0887.See file dsdata.txt to determine how the superseded data were derived.
 LU0887
 LU0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK374976(NAD 83)
 LU0887_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LU0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0887_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0887_STAMPING: 1091.763 B 05
 LU0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0887
 LU0887  HISTORY     - Date     Condition        Report By
 LU0887  HISTORY     - UNK      MONUMENTED       USGS
 LU0887  HISTORY     - 1949     GOOD             NGS
 LU0887
 LU0887                          STATION DESCRIPTION
 LU0887
 LU0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0887'AT SCHILLING.
 LU0887'AT SCHILLING, ALONG THE OLD HIGHWAY, ABOUT 200 FEET NORTHWEST
 LU0887'OF THE NORTHWEST CORNER OF THE STORE AND POST OFFICE BUILDING,
 LU0887'ABOUT 135 FEET SOUTHEAST OF HISTORICAL LANDMARK 131, 84 FEET
 LU0887'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD WHISKEYTOWN TAVERN
 LU0887'(LARGE TWO-STORY FRAME HOUSE), 37 1/2 FEET SOUTH OF THE CENTER
 LU0887'LINE OF THE OLD HIGHWAY, 24 FEET EAST OF THE INTERSECTION OF
 LU0887'TWO POWER LINES, 1.0 FOOT NORTH OF A PICKET FENCE, ABOUT LEVEL
 LU0887'WITH THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 LU0887'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9258 ***********************************************************************
 JT9258  DESIGNATION -  1094
 JT9258  PID         -  JT9258
 JT9258  STATE/COUNTY-  CA/NAPA
 JT9258  USGS QUAD   -  NAPA (1980)
 JT9258
 JT9258                         *CURRENT SURVEY CONTROL
 JT9258  ___________________________________________________________________
 JT9258* NAD 83(1986)-  38 19 00.     (N)    122 17 22.     (W)     SCALED    
 JT9258* NAVD 88     -         9.52   (+/-2cm)      31.2    (feet)  VERTCON   
 JT9258  ___________________________________________________________________
 JT9258  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9258  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9258
 JT9258.The horizontal coordinates were scaled from a topographic map and have
 JT9258.an estimated accuracy of +/- 6 seconds.
 JT9258
 JT9258.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9258.The vertical order pertains to the NGVD 29 superseded value.
 JT9258
 JT9258.The geoid height was determined by GEOID03.
 JT9258
 JT9258;                    North         East    Units  Estimated Accuracy
 JT9258;SPC CA 2     -   572,200.    1,974,690.      MT  (+/- 180 meters Scaled)
 JT9258
 JT9258                          SUPERSEDED SURVEY CONTROL
 JT9258
 JT9258  NGVD 29 (??/??/92)    8.729  (m)           28.64   (f) ADJ UNCH    2 2
 JT9258
 JT9258.Superseded values are not recommended for survey control.
 JT9258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9258.See file dsdata.txt to determine how the superseded data were derived.
 JT9258
 JT9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621411(NAD 83)
 JT9258_MARKER: Z = SEE DESCRIPTION
 JT9258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9258_SP_SET: WELL MONUMENT
 JT9258_MARK LOGO: CA2330
 JT9258_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9258
 JT9258  HISTORY     - Date     Condition        Report By
 JT9258  HISTORY     - 1971     MONUMENTED       CA2330
 JT9258
 JT9258                          STATION DESCRIPTION
 JT9258
 JT9258'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9258'AT INTERSECTION PUEBLO AND AZALEA AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9259 ***********************************************************************
 JT9259  DESIGNATION -  1095
 JT9259  PID         -  JT9259
 JT9259  STATE/COUNTY-  CA/NAPA
 JT9259  USGS QUAD   -  NAPA (1980)
 JT9259
 JT9259                         *CURRENT SURVEY CONTROL
 JT9259  ___________________________________________________________________
 JT9259* NAD 83(1986)-  38 19 18.     (N)    122 17 04.     (W)     SCALED    
 JT9259* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 JT9259  ___________________________________________________________________
 JT9259  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT9259  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9259
 JT9259.The horizontal coordinates were scaled from a topographic map and have
 JT9259.an estimated accuracy of +/- 6 seconds.
 JT9259
 JT9259.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9259.The vertical order pertains to the NGVD 29 superseded value.
 JT9259
 JT9259.The geoid height was determined by GEOID03.
 JT9259
 JT9259;                    North         East    Units  Estimated Accuracy
 JT9259;SPC CA 2     -   572,750.    1,975,130.      MT  (+/- 180 meters Scaled)
 JT9259
 JT9259                          SUPERSEDED SURVEY CONTROL
 JT9259
 JT9259  NGVD 29 (??/??/92)   12.093  (m)           39.68   (f) ADJ UNCH    2 2
 JT9259
 JT9259.Superseded values are not recommended for survey control.
 JT9259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9259.See file dsdata.txt to determine how the superseded data were derived.
 JT9259
 JT9259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625417(NAD 83)
 JT9259_MARKER: B = BOLT
 JT9259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9259_SP_SET: SIGN
 JT9259_MARK LOGO: NONE  
 JT9259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9259
 JT9259  HISTORY     - Date     Condition        Report By
 JT9259  HISTORY     - 1971     MONUMENTED       CA2330
 JT9259
 JT9259                          STATION DESCRIPTION
 JT9259
 JT9259'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9259'ALONG SOSCOL AVENUE, EAST SIDE AT ELKS CLUB SIGN, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9260 ***********************************************************************
 JT9260  DESIGNATION -  1098
 JT9260  PID         -  JT9260
 JT9260  STATE/COUNTY-  CA/NAPA
 JT9260  USGS QUAD   -  NAPA (1980)
 JT9260
 JT9260                         *CURRENT SURVEY CONTROL
 JT9260  ___________________________________________________________________
 JT9260* NAD 83(1986)-  38 18 36.     (N)    122 17 16.     (W)     SCALED    
 JT9260* NAVD 88     -         6.72   (+/-2cm)      22.0    (feet)  VERTCON   
 JT9260  ___________________________________________________________________
 JT9260  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9260  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9260
 JT9260.The horizontal coordinates were scaled from a topographic map and have
 JT9260.an estimated accuracy of +/- 6 seconds.
 JT9260
 JT9260.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9260.The vertical order pertains to the NGVD 29 superseded value.
 JT9260
 JT9260.The geoid height was determined by GEOID03.
 JT9260
 JT9260;                    North         East    Units  Estimated Accuracy
 JT9260;SPC CA 2     -   571,460.    1,974,830.      MT  (+/- 180 meters Scaled)
 JT9260
 JT9260                          SUPERSEDED SURVEY CONTROL
 JT9260
 JT9260  NGVD 29 (??/??/92)    5.933  (m)           19.47   (f) ADJ UNCH    2 2
 JT9260
 JT9260.Superseded values are not recommended for survey control.
 JT9260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9260.See file dsdata.txt to determine how the superseded data were derived.
 JT9260
 JT9260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622404(NAD 83)
 JT9260_MARKER: B = BOLT
 JT9260_SETTING: 0 = UNSPECIFIED SETTING
 JT9260_MARK LOGO: NONE  
 JT9260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9260
 JT9260  HISTORY     - Date     Condition        Report By
 JT9260  HISTORY     - 1971     MONUMENTED       CA2330
 JT9260
 JT9260                          STATION DESCRIPTION
 JT9260
 JT9260'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9260'ALONG LINCOLN AVENUE AT CITY CORPORATION YARD (OLD ENTRANCE), A BRASS
 JT9260'BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9261 ***********************************************************************
 JT9261  DESIGNATION -  1099
 JT9261  PID         -  JT9261
 JT9261  STATE/COUNTY-  CA/NAPA
 JT9261  USGS QUAD   -  NAPA (1980)
 JT9261
 JT9261                         *CURRENT SURVEY CONTROL
 JT9261  ___________________________________________________________________
 JT9261* NAD 83(1986)-  38 18 36.     (N)    122 17 28.     (W)     SCALED    
 JT9261* NAVD 88     -         8.60   (+/-2cm)      28.2    (feet)  VERTCON   
 JT9261  ___________________________________________________________________
 JT9261  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9261  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9261
 JT9261.The horizontal coordinates were scaled from a topographic map and have
 JT9261.an estimated accuracy of +/- 6 seconds.
 JT9261
 JT9261.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9261.The vertical order pertains to the NGVD 29 superseded value.
 JT9261
 JT9261.The geoid height was determined by GEOID03.
 JT9261
 JT9261;                    North         East    Units  Estimated Accuracy
 JT9261;SPC CA 2     -   571,460.    1,974,540.      MT  (+/- 180 meters Scaled)
 JT9261
 JT9261                          SUPERSEDED SURVEY CONTROL
 JT9261
 JT9261  NGVD 29 (??/??/92)    7.814  (m)           25.64   (f) ADJ UNCH    2 2
 JT9261
 JT9261.Superseded values are not recommended for survey control.
 JT9261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9261.See file dsdata.txt to determine how the superseded data were derived.
 JT9261
 JT9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619404(NAD 83)
 JT9261_MARKER: B = BOLT
 JT9261_SETTING: 0 = UNSPECIFIED SETTING
 JT9261_MARK LOGO: NONE  
 JT9261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9261
 JT9261  HISTORY     - Date     Condition        Report By
 JT9261  HISTORY     - 1971     MONUMENTED       CA2330
 JT9261
 JT9261                          STATION DESCRIPTION
 JT9261
 JT9261'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9261'ALONG LINCOLN AVENUE, 75 FT (22.9 M) EAST OF YAJOME, NORTH SIDE, A
 JT9261'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9147 ***********************************************************************
 EV9147  DESIGNATION -  10A 86
 EV9147  PID         -  EV9147
 EV9147  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9147  USGS QUAD   -  MT BALDY (1988)
 EV9147
 EV9147                         *CURRENT SURVEY CONTROL
 EV9147  ___________________________________________________________________
 EV9147* NAD 83(1986)-  34 07 44.     (N)    117 39 03.     (W)     SCALED    
 EV9147* NAVD 88     -       480.213  (meters)    1575.50   (feet)  ADJUSTED  
 EV9147  ___________________________________________________________________
 EV9147  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EV9147  DYNAMIC HT  -         479.667 (meters)    1573.71  (feet)  COMP
 EV9147  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 EV9147
 EV9147  VERT ORDER  -  FIRST     CLASS II
 EV9147
 EV9147.The horizontal coordinates were scaled from a topographic map and have
 EV9147.an estimated accuracy of +/- 6 seconds.
 EV9147
 EV9147.The orthometric height was determined by differential leveling
 EV9147.and adjusted in June 1991.
 EV9147
 EV9147.The geoid height was determined by GEOID03.
 EV9147
 EV9147.The dynamic height is computed by dividing the NAVD 88
 EV9147.geopotential number by the normal gravity value computed on the
 EV9147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9147.degrees latitude (g = 980.6199 gals.).
 EV9147
 EV9147.The modeled gravity was interpolated from observed gravity values.
 EV9147
 EV9147;                    North         East    Units  Estimated Accuracy
 EV9147;SPC CA 5     -   569,820.    2,032,210.      MT  (+/- 180 meters Scaled)
 EV9147
 EV9147                          SUPERSEDED SURVEY CONTROL
 EV9147
 EV9147.No superseded survey control is available for this station.
 EV9147
 EV9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT399766(NAD 83)
 EV9147_MARKER: DD = SURVEY DISK
 EV9147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV9147+WITH SETTING: PAVEMENT
 EV9147_SP_SET: BASE OF SIGNAL LIGHT
 EV9147_STAMPING: CITY OF UPLAND BM 10A-86
 EV9147_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV9147+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989
 EV9147
 EV9147  HISTORY     - Date     Condition        Report By
 EV9147  HISTORY     - UNK      MONUMENTED       LOCENG
 EV9147  HISTORY     - 19890504 GOOD             NGS
 EV9147
 EV9147                          STATION DESCRIPTION
 EV9147
 EV9147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EV9147'IN UPLAND AT THE INTERSECTION OF EUCLID AVE AND 18TH STREET SET IN
 EV9147'TOP OF THE CONCRETE BASE OF A SIGNAL LIGHT POLE 13.2M(43.3FT) N OF
 EV9147'THE CENTERLINE OF 18TH STREET 8.4M(27.6FT) E OF THE CENTERLINE OF THE
 EV9147'NORTHBOUND LANES OF EUCLID AVE0.5M(1.6FT) SW OF A SIGNAL POLE AND
 EV9147'0.3M(1.0FT) ABOVE THE AVENUE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0673 ***********************************************************************
 DX0673  DESIGNATION -  11
 DX0673  PID         -  DX0673
 DX0673  STATE/COUNTY-  CA/RIVERSIDE
 DX0673  USGS QUAD   -  INDIO (1972)
 DX0673
 DX0673                         *CURRENT SURVEY CONTROL
 DX0673  ___________________________________________________________________
 DX0673* NAD 83(1986)-  33 42 00.     (N)    116 11 28.     (W)     SCALED    
 DX0673* NAVD 88     -       -11.88   (+/-2cm)     -39.0    (feet)  VERTCON   
 DX0673  ___________________________________________________________________
 DX0673  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DX0673  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0673
 DX0673.The horizontal coordinates were scaled from a topographic map and have
 DX0673.an estimated accuracy of +/- 6 seconds.
 DX0673
 DX0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0673.The vertical order pertains to the NGVD 29 superseded value.
 DX0673
 DX0673.The geoid height was determined by GEOID03.
 DX0673
 DX0673;                    North         East    Units  Estimated Accuracy
 DX0673;SPC CA 6     -   670,060.    2,005,460.      MT  (+/- 180 meters Scaled)
 DX0673
 DX0673                          SUPERSEDED SURVEY CONTROL
 DX0673
 DX0673  NGVD 29 (??/??/??)  -12.543  (m)          -41.15   (f) ADJUSTED    1 2
 DX0673
 DX0673.Superseded values are not recommended for survey control.
 DX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0673.See file dsdata.txt to determine how the superseded data were derived.
 DX0673
 DX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT749291(NAD 83)
 DX0673_MARKER: DD = SURVEY DISK
 DX0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0673_STAMPING: 11
 DX0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0673+STABILITY: SURFACE MOTION
 DX0673
 DX0673  HISTORY     - Date     Condition        Report By
 DX0673  HISTORY     - UNK      MONUMENTED       CADH
 DX0673  HISTORY     - 1956     GOOD             NGS
 DX0673  HISTORY     - 1972     MARK NOT FOUND   DOD
 DX0673
 DX0673                          STATION DESCRIPTION
 DX0673
 DX0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0673'2 MI S FROM INDIO.
 DX0673'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0673'PACIFIC COMPANY RAILROAD STATION AT INDIO, 1.7 MILES NORTHWEST
 DX0673'OF COACHELLA, AT THE Y JUNCTION OF U.S. HIGHWAYS 60 AND 70, IN
 DX0673'THE TRAFFIC ISLAND DIVIDING THE TRAFFIC LANES OF U.S. HIGHWAY
 DX0673'99, 159 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION, 6.5
 DX0673'FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST TRAFFIC
 DX0673'LANE, 3.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST
 DX0673'TRAFFIC LANE, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET
 DX0673'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 DX0673'GROUND.
 DX0673
 DX0673                          STATION RECOVERY (1972)
 DX0673
 DX0673'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972
 DX0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2722 ***********************************************************************
 HS2722  DESIGNATION -  11
 HS2722  PID         -  HS2722
 HS2722  STATE/COUNTY-  CA/SANTA CLARA
 HS2722  USGS QUAD   -  GILROY (1993)
 HS2722
 HS2722                         *CURRENT SURVEY CONTROL
 HS2722  ___________________________________________________________________
 HS2722* NAD 83(1986)-  37 00 25.     (N)    121 34 06.     (W)     SCALED    
 HS2722* NAVD 88     -        61.692  (meters)     202.40   (feet)  ADJUSTED  
 HS2722  ___________________________________________________________________
 HS2722  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2722  DYNAMIC HT  -          61.646 (meters)     202.25  (feet)  COMP
 HS2722  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 HS2722
 HS2722  VERT ORDER  -  FIRST     CLASS I
 HS2722
 HS2722.The horizontal coordinates were scaled from a topographic map and have
 HS2722.an estimated accuracy of +/- 6 seconds.
 HS2722
 HS2722.The orthometric height was determined by differential leveling
 HS2722.and adjusted in June 1991.
 HS2722
 HS2722.The geoid height was determined by GEOID03.
 HS2722
 HS2722.The dynamic height is computed by dividing the NAVD 88
 HS2722.geopotential number by the normal gravity value computed on the
 HS2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS2722.degrees latitude (g = 980.6199 gals.).
 HS2722
 HS2722.The modeled gravity was interpolated from observed gravity values.
 HS2722
 HS2722;                    North         East    Units  Estimated Accuracy
 HS2722;SPC CA 3     -   556,810.    1,904,920.      MT  (+/- 180 meters Scaled)
 HS2722
 HS2722                          SUPERSEDED SURVEY CONTROL
 HS2722
 HS2722  NGVD 29 (10/21/93)   60.855  (m)          199.66   (f) ADJUSTED    1 1
 HS2722
 HS2722.Superseded values are not recommended for survey control.
 HS2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2722.See file dsdata.txt to determine how the superseded data were derived.
 HS2722
 HS2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF273966(NAD 83)
 HS2722_MARKER: DB = BENCH MARK DISK
 HS2722_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HS2722_SP_SET: BUILDING WALL
 HS2722_STAMPING: SF 11 200 1908
 HS2722_MARK LOGO: USGS  
 HS2722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HS2722+STABILITY: POSITION/ELEVATION WELL
 HS2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS2722+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 HS2722
 HS2722  HISTORY     - Date     Condition        Report By
 HS2722  HISTORY     - 1908     MONUMENTED       USGS
 HS2722  HISTORY     - 1954     GOOD             NGS
 HS2722  HISTORY     - 1969     GOOD             NGS
 HS2722  HISTORY     - 1986     GOOD             USPSQD
 HS2722  HISTORY     - 19881102 GOOD             NGS
 HS2722  HISTORY     - 19881108 GOOD             NGS
 HS2722  HISTORY     - 19900202 GOOD             NGS
 HS2722  HISTORY     - 20040712 GOOD             GEOCAC
 HS2722
 HS2722                          STATION DESCRIPTION
 HS2722
 HS2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS2722'AT GILROY.
 HS2722'AT GILROY, AT THE INTERSECTION OF MONTEREY AND EAST SIXTH STREETS,
 HS2722'AT THE CITY HALL, SET VERTICALLY IN THE NORTHEAST BRICK WALL, 3.4
 HS2722'FEET NORTHWEST OF THE EAST CORNER, AND 1.8 FEET ABOVE THE GROUND.
 HS2722
 HS2722                          STATION RECOVERY (1969)
 HS2722
 HS2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HS2722'RECOVERED IN GOOD CONDITION.
 HS2722
 HS2722                          STATION RECOVERY (1986)
 HS2722
 HS2722'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP)
 HS2722'RECOVERED IN GOOD CONDITION.
 HS2722
 HS2722                          STATION RECOVERY (1988)
 HS2722
 HS2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2722'RECOVERED IN GOOD CONDITION.
 HS2722
 HS2722                          STATION RECOVERY (1988)
 HS2722
 HS2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2722'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 HS2722'CITY HALL IS NOW ABANDONED.
 HS2722
 HS2722                          STATION RECOVERY (1990)
 HS2722
 HS2722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS2722'RECOVERED IN GOOD CONDITION.
 HS2722
 HS2722                          STATION RECOVERY (2004)
 HS2722
 HS2722'RECOVERY NOTE BY GEOCACHING 2004 (RIO)
 HS2722'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0269 ***********************************************************************
 GT0269  DESIGNATION -  11
 GT0269  PID         -  GT0269
 GT0269  STATE/COUNTY-  CA/INYO
 GT0269  USGS QUAD   -  INDEPENDENCE (1994)
 GT0269
 GT0269                         *CURRENT SURVEY CONTROL
 GT0269  ___________________________________________________________________
 GT0269* NAD 83(1986)-  36 50 42.     (N)    118 08 23.     (W)     SCALED    
 GT0269* NAVD 88     -      1148.02   (+/-2cm)    3766.5    (feet)  VERTCON   
 GT0269  ___________________________________________________________________
 GT0269  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 GT0269  VERT ORDER  -  THIRD (See Below)
 GT0269
 GT0269.The horizontal coordinates were scaled from a topographic map and have
 GT0269.an estimated accuracy of +/- 6 seconds.
 GT0269
 GT0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0269.The vertical order pertains to the NGVD 29 superseded value.
 GT0269
 GT0269.The geoid height was determined by GEOID03.
 GT0269
 GT0269;                    North         East    Units  Estimated Accuracy
 GT0269;SPC CA 4     -   668,080.    2,076,730.      MT  (+/- 180 meters Scaled)
 GT0269
 GT0269                          SUPERSEDED SURVEY CONTROL
 GT0269
 GT0269  NGVD 29 (??/??/??) 1146.94   (m)         3762.9    (f) RESET       3  
 GT0269
 GT0269.Superseded values are not recommended for survey control.
 GT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0269.See file dsdata.txt to determine how the superseded data were derived.
 GT0269
 GT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA983782(NAD 83)
 GT0269_MARKER: P = PIPE CAP
 GT0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0269_STAMPING: 3764 F 11 B 1905
 GT0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0269
 GT0269  HISTORY     - Date     Condition        Report By
 GT0269  HISTORY     - 1905     MONUMENTED       USGS
 GT0269  HISTORY     - 1962     GOOD             NGS
 GT0269
 GT0269                          STATION DESCRIPTION
 GT0269
 GT0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0269'7.9 MI NE FROM INDEPENDENCE.
 GT0269'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAYS 395 AND 6 FROM THE COUNTY
 GT0269'COURTHOUSE AT INDEPENDENCE, THENCE 4.5 MILES EAST ALONG CITRUS
 GT0269'ROAD, THENCE 2.95 MILES NORTHWEST ALONG THE ABANDONED GRADE OF THE
 GT0269'SOUTHERN PACIFIC RAILROAD, 105 FEET NORTHWEST OF THE CENTER OF AN
 GT0269'ABANDONED ROAD CROSSING, 22 FEET WEST-SOUTHWEST OF THE CENTER
 GT0269'LINE OF THE GRADE, 28 FEET EAST-NORTHEAST OF A FENCE, 0.6 FOOT
 GT0269'EAST-NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 GT0269'GRADE, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 GT0269'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0902 ***********************************************************************
 HR0902  DESIGNATION -  11
 HR0902  PID         -  HR0902
 HR0902  STATE/COUNTY-  CA/TUOLUMNE
 HR0902  USGS QUAD   -  CHERRY LAKE SOUTH (1992)
 HR0902
 HR0902                         *CURRENT SURVEY CONTROL
 HR0902  ___________________________________________________________________
 HR0902* NAD 83(1986)-  37 52 37.     (N)    119 52 51.     (W)     SCALED    
 HR0902* NAVD 88     -      1300.01   (+/-2cm)    4265.1    (feet)  VERTCON   
 HR0902  ___________________________________________________________________
 HR0902  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 HR0902  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0902
 HR0902.The horizontal coordinates were scaled from a topographic map and have
 HR0902.an estimated accuracy of +/- 6 seconds.
 HR0902
 HR0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0902.The vertical order pertains to the NGVD 29 superseded value.
 HR0902
 HR0902.The geoid height was determined by GEOID03.
 HR0902
 HR0902;                    North         East    Units  Estimated Accuracy
 HR0902;SPC CA 3     -   653,000.    2,054,470.      MT  (+/- 180 meters Scaled)
 HR0902
 HR0902                          SUPERSEDED SURVEY CONTROL
 HR0902
 HR0902  NGVD 29 (??/??/92) 1299.104  (m)         4262.14   (f) ADJ UNCH    1 2
 HR0902
 HR0902.Superseded values are not recommended for survey control.
 HR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0902.See file dsdata.txt to determine how the superseded data were derived.
 HR0902
 HR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB466960(NAD 83)
 HR0902_MARKER: DD = SURVEY DISK
 HR0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0902_STAMPING: 11
 HR0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0902+STABILITY: SURFACE MOTION
 HR0902
 HR0902  HISTORY     - Date     Condition        Report By
 HR0902  HISTORY     - UNK      MONUMENTED       HHWS
 HR0902  HISTORY     - 1956     GOOD             NGS
 HR0902  HISTORY     - 19861022 MARK NOT FOUND   USPSQD
 HR0902
 HR0902                          STATION DESCRIPTION
 HR0902
 HR0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0902'1.6 MI W FROM MATHER.
 HR0902'1.6 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0902'MATHER, ON THE OUTSIDE OF A LONG CURVE, 141.4 FEET SOUTHEAST
 HR0902'OF THE CENTER OF THE SOUTHWEST END OF A 24-INCH CORRUGATED
 HR0902'METAL PIPE CULVERT, 41 FEET SOUTH OF AND ACROSS THE ROAD FROM
 HR0902'A 50-INCH PINE TREE, 23 FEET SOUTH OF THE CENTER LINE OF THE
 HR0902'ROAD, 18 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.3 FEET
 HR0902'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HR0902'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HR0902'GROUND.
 HR0902
 HR0902                          STATION RECOVERY (1986)
 HR0902
 HR0902'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0937 ***********************************************************************
 HS0937  DESIGNATION -  11
 HS0937  PID         -  HS0937
 HS0937  STATE/COUNTY-  CA/TUOLUMNE
 HS0937  USGS QUAD   -  MOCCASIN (1987)
 HS0937
 HS0937                         *CURRENT SURVEY CONTROL
 HS0937  ___________________________________________________________________
 HS0937* NAD 83(1986)-  37 49 29.     (N)    120 19 01.     (W)     SCALED    
 HS0937* NAVD 88     -       324.68   (+/-2cm)    1065.2    (feet)  VERTCON   
 HS0937  ___________________________________________________________________
 HS0937  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HS0937  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0937
 HS0937.The horizontal coordinates were scaled from a topographic map and have
 HS0937.an estimated accuracy of +/- 6 seconds.
 HS0937
 HS0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0937.The vertical order pertains to the NGVD 29 superseded value.
 HS0937
 HS0937.The geoid height was determined by GEOID03.
 HS0937
 HS0937;                    North         East    Units  Estimated Accuracy
 HS0937;SPC CA 3     -   647,040.    2,016,120.      MT  (+/- 180 meters Scaled)
 HS0937
 HS0937                          SUPERSEDED SURVEY CONTROL
 HS0937
 HS0937  NGVD 29 (??/??/92)  323.934  (m)         1062.77   (f) ADJ UNCH    1 2
 HS0937
 HS0937.Superseded values are not recommended for survey control.
 HS0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0937.See file dsdata.txt to determine how the superseded data were derived.
 HS0937
 HS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG361897(NAD 83)
 HS0937_MARKER: DD = SURVEY DISK
 HS0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0937_SP_SET: CULVERT
 HS0937_STAMPING: 11
 HS0937_MARK LOGO: CADH  
 HS0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0937
 HS0937  HISTORY     - Date     Condition        Report By
 HS0937  HISTORY     - UNK      MONUMENTED       CADH
 HS0937  HISTORY     - 1956     GOOD             CGS
 HS0937
 HS0937                          STATION DESCRIPTION
 HS0937
 HS0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0937'2.1 MI NW FROM MOCCASIN.
 HS0937'1.0 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HS0937'AT MOCCASIN, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 120, ON
 HS0937'THE OUTSIDE OF A CURVE, IN THE TOP OF THE SOUTHEAST END OF
 HS0937'THE NORTHEAST CONCRETE HEAD WALL OF 36-INCH CORRUGATED METAL
 HS0937'PIPE CULVERT B 101-31, 19 1/2 FEET NORTHEAST OF THE CENTER
 HS0937'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9454 ***********************************************************************
 EW9454  DESIGNATION -  11 03690
 EW9454  PID         -  EW9454
 EW9454  STATE/COUNTY-  CA/LOS ANGELES
 EW9454  USGS QUAD   -  LOS ANGELES (1994)
 EW9454
 EW9454                         *CURRENT SURVEY CONTROL
 EW9454  ___________________________________________________________________
 EW9454* NAD 83(1986)-  34 03 57.     (N)    118 12 50.     (W)     SCALED    
 EW9454* NAVD 88     -        97.909  (meters)     321.22   (feet)  ADJUSTED  
 EW9454  ___________________________________________________________________
 EW9454  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EW9454  DYNAMIC HT  -          97.806 (meters)     320.89  (feet)  COMP
 EW9454  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 EW9454
 EW9454  VERT ORDER  -  FIRST     CLASS II
 EW9454
 EW9454.The horizontal coordinates were scaled from a topographic map and have
 EW9454.an estimated accuracy of +/- 6 seconds.
 EW9454
 EW9454.The orthometric height was determined by differential leveling
 EW9454.and adjusted in June 1991.
 EW9454
 EW9454.The geoid height was determined by GEOID03.
 EW9454
 EW9454.The dynamic height is computed by dividing the NAVD 88
 EW9454.geopotential number by the normal gravity value computed on the
 EW9454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9454.degrees latitude (g = 980.6199 gals.).
 EW9454
 EW9454.The modeled gravity was interpolated from observed gravity values.
 EW9454
 EW9454;                    North         East    Units  Estimated Accuracy
 EW9454;SPC CA 5     -   562,790.    1,980,260.      MT  (+/- 180 meters Scaled)
 EW9454
 EW9454                          SUPERSEDED SURVEY CONTROL
 EW9454
 EW9454.No superseded survey control is available for this station.
 EW9454
 EW9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT879701(NAD 83)
 EW9454_MARKER: N = NAIL
 EW9454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9454_SP_SET: CURB
 EW9454_MARK LOGO: CADPW 
 EW9454_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9454+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1989
 EW9454
 EW9454  HISTORY     - Date     Condition        Report By
 EW9454  HISTORY     - UNK      MONUMENTED       CADPW
 EW9454  HISTORY     - 19890519 GOOD             NGS
 EW9454
 EW9454                          STATION DESCRIPTION
 EW9454
 EW9454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9454'IN LOS ANGELES AT THE INTERSECTION OF WORKMAN ST AND NORTH MAIN
 EW9454'STREET SET IN TOP OF THE SOUTH CURB OF MAIN ST 9.0M(29.5FT) E OF
 EW9454'CENTERLINE OF WORKMAN ST 8.7M(28.5FT) S OF CENTERLINE OF MAIN ST
 EW9454'1.2M(3.9FT) NW OF A SIGNAL LIGHT POLE AND 0.2M(0.7FT) ABOVE STREET
 EW9454'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2482 ***********************************************************************
 EV2482  DESIGNATION -  11 10 A
 EV2482  PID         -  EV2482
 EV2482  STATE/COUNTY-  CA/LOS ANGELES
 EV2482  USGS QUAD   -  AZUSA (1972)
 EV2482
 EV2482                         *CURRENT SURVEY CONTROL
 EV2482  ___________________________________________________________________
 EV2482* NAD 83(1986)-  34 08 25.     (N)    118 00 02.     (W)     SCALED    
 EV2482* NAVD 88     -       152.990  (meters)     501.93   (feet)  READJUSTED
 EV2482  ___________________________________________________________________
 EV2482  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EV2482  DYNAMIC HT  -         152.830 (meters)     501.41  (feet)  COMP
 EV2482  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 EV2482
 EV2482  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2482
 EV2482.The horizontal coordinates were scaled from a topographic map and have
 EV2482.an estimated accuracy of +/- 6 seconds.
 EV2482
 EV2482.The orthometric height was determined by differential leveling
 EV2482.and adjusted in February 1993.
 EV2482.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2482.distribution rate of 0.0 thru 1.0 mm/km.
 EV2482.The height was derived from older observations constrained to new
 EV2482.heights in a crustal motion area.  The height is approximate in
 EV2482.relation to other heights in its vicinity.
 EV2482
 EV2482.The geoid height was determined by GEOID03.
 EV2482
 EV2482.The dynamic height is computed by dividing the NAVD 88
 EV2482.geopotential number by the normal gravity value computed on the
 EV2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2482.degrees latitude (g = 980.6199 gals.).
 EV2482
 EV2482.The modeled gravity was interpolated from observed gravity values.
 EV2482
 EV2482;                    North         East    Units  Estimated Accuracy
 EV2482;SPC CA 5     -   571,020.    1,999,950.      MT  (+/- 180 meters Scaled)
 EV2482
 EV2482                          SUPERSEDED SURVEY CONTROL
 EV2482
 EV2482  NGVD 29 (??/??/92)  152.209  (m)          499.37   (f) ADJ UNCH    1 1
 EV2482
 EV2482.Superseded values are not recommended for survey control.
 EV2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2482.See file dsdata.txt to determine how the superseded data were derived.
 EV2482
 EV2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT077781(NAD 83)
 EV2482_MARKER: P = PIPE CAP
 EV2482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2482_STAMPING: BM 11-10 A 1962 5869
 EV2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV2482+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 EV2482
 EV2482  HISTORY     - Date     Condition        Report By
 EV2482  HISTORY     - 1962     MONUMENTED       CA-037
 EV2482  HISTORY     - 1968     GOOD             NGS
 EV2482  HISTORY     - 1978     GOOD             NGS
 EV2482  HISTORY     - 20081125 GOOD             INDIV
 EV2482
 EV2482                          STATION DESCRIPTION
 EV2482
 EV2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2482'0.5 MI S FROM MONROVIA.
 EV2482'MONROVIA, 0.5 MI S OF THE CITY HALL, MYRTLE AVENUE AND HUNTINGTON
 EV2482'DRIVE, AT THE SE CORNER, ABOUT 126 FEET E OF THE CENTERLINE OF
 EV2482'MYRTLE AVENUE, AND 2.0 FEET SOUTH OF THE SOUTH CURB OF HUNTINGTON
 EV2482'DRIVE.  SET FLUSH WITH THE SIDEWALK ON THE EAST WALL OF THE
 EV2482'STORM DRAIN CATCH BASIN.
 EV2482
 EV2482                          STATION RECOVERY (1978)
 EV2482
 EV2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2482'RECOVERED IN GOOD CONDITION.
 EV2482
 EV2482                          STATION RECOVERY (2008)
 EV2482
 EV2482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ECD)
 EV2482'RECOVERED AS DESCRIBED. NEWER SIDEWALK AROUND CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2483 ***********************************************************************
 EV2483  DESIGNATION -  11 12 A
 EV2483  PID         -  EV2483
 EV2483  STATE/COUNTY-  CA/LOS ANGELES
 EV2483  USGS QUAD   -  AZUSA (1972)
 EV2483
 EV2483                         *CURRENT SURVEY CONTROL
 EV2483  ___________________________________________________________________
 EV2483* NAD 83(1986)-  34 08 24.     (N)    117 59 26.     (W)     SCALED    
 EV2483* NAVD 88     -       160.389  (meters)     526.21   (feet)  READJUSTED
 EV2483  ___________________________________________________________________
 EV2483  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EV2483  DYNAMIC HT  -         160.220 (meters)     525.66  (feet)  COMP
 EV2483  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 EV2483
 EV2483  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2483
 EV2483.The horizontal coordinates were scaled from a topographic map and have
 EV2483.an estimated accuracy of +/- 6 seconds.
 EV2483
 EV2483.The orthometric height was determined by differential leveling
 EV2483.and adjusted in February 1993.
 EV2483.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2483.distribution rate of 0.0 thru 1.0 mm/km.
 EV2483.The height was derived from older observations constrained to new
 EV2483.heights in a crustal motion area.  The height is approximate in
 EV2483.relation to other heights in its vicinity.
 EV2483
 EV2483.The geoid height was determined by GEOID03.
 EV2483
 EV2483.The dynamic height is computed by dividing the NAVD 88
 EV2483.geopotential number by the normal gravity value computed on the
 EV2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2483.degrees latitude (g = 980.6199 gals.).
 EV2483
 EV2483.The modeled gravity was interpolated from observed gravity values.
 EV2483
 EV2483;                    North         East    Units  Estimated Accuracy
 EV2483;SPC CA 5     -   570,990.    2,000,870.      MT  (+/- 180 meters Scaled)
 EV2483
 EV2483                          SUPERSEDED SURVEY CONTROL
 EV2483
 EV2483  NGVD 29 (??/??/92)  159.608  (m)          523.65   (f) ADJ UNCH    1 1
 EV2483
 EV2483.Superseded values are not recommended for survey control.
 EV2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2483.See file dsdata.txt to determine how the superseded data were derived.
 EV2483
 EV2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT086781(NAD 83)
 EV2483_MARKER: P = PIPE CAP
 EV2483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2483_STAMPING: BM 11-12 A 1962 5869
 EV2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2483
 EV2483  HISTORY     - Date     Condition        Report By
 EV2483  HISTORY     - 1962     MONUMENTED       CA-037
 EV2483  HISTORY     - 1968     GOOD             NGS
 EV2483  HISTORY     - 1978     GOOD             NGS
 EV2483
 EV2483                          STATION DESCRIPTION
 EV2483
 EV2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2483'0.7 MI SE FROM MONROVIA.
 EV2483'MONROVIA, 0.7 MI SE OF THE CITY HALL, HUNTINGTON DRIVE AND
 EV2483'SHAMROCK AVENUE, ABOUT 123 FEET S OF THE CENTERLINE OF HUNTINGTON
 EV2483'DRIVE AND 1.8 FEET W OF THE W CURB OF SHAMROCK AVENUE.  SET
 EV2483'FLUSH WITH THE SIDEWALK IN THE SOUTH WALL OF THE CONCRETE DRAIN.
 EV2483
 EV2483                          STATION RECOVERY (1978)
 EV2483
 EV2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2490 ***********************************************************************
 EV2490  DESIGNATION -  11 14 A
 EV2490  PID         -  EV2490
 EV2490  STATE/COUNTY-  CA/LOS ANGELES
 EV2490  USGS QUAD   -  AZUSA (1972)
 EV2490
 EV2490                         *CURRENT SURVEY CONTROL
 EV2490  ___________________________________________________________________
 EV2490* NAD 83(1986)-  34 08 21.     (N)    117 58 37.     (W)     SCALED    
 EV2490* NAVD 88     -       156.210  (meters)     512.50   (feet)  READJUSTED
 EV2490  ___________________________________________________________________
 EV2490  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 EV2490  DYNAMIC HT  -         156.040 (meters)     511.94  (feet)  COMP
 EV2490  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 EV2490
 EV2490  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2490
 EV2490.The horizontal coordinates were scaled from a topographic map and have
 EV2490.an estimated accuracy of +/- 6 seconds.
 EV2490
 EV2490.The orthometric height was determined by differential leveling
 EV2490.and adjusted in February 1993.
 EV2490.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2490.distribution rate of 0.0 thru 1.0 mm/km.
 EV2490.The height was derived from older observations constrained to new
 EV2490.heights in a crustal motion area.  The height is approximate in
 EV2490.relation to other heights in its vicinity.
 EV2490
 EV2490.The geoid height was determined by GEOID03.
 EV2490
 EV2490.The dynamic height is computed by dividing the NAVD 88
 EV2490.geopotential number by the normal gravity value computed on the
 EV2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2490.degrees latitude (g = 980.6199 gals.).
 EV2490
 EV2490.The modeled gravity was interpolated from observed gravity values.
 EV2490
 EV2490;                    North         East    Units  Estimated Accuracy
 EV2490;SPC CA 5     -   570,900.    2,002,130.      MT  (+/- 180 meters Scaled)
 EV2490
 EV2490                          SUPERSEDED SURVEY CONTROL
 EV2490
 EV2490  NGVD 29 (??/??/92)  155.429  (m)          509.94   (f) ADJ UNCH    1 1
 EV2490
 EV2490.Superseded values are not recommended for survey control.
 EV2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2490.See file dsdata.txt to determine how the superseded data were derived.
 EV2490
 EV2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT099780(NAD 83)
 EV2490_MARKER: DD = SURVEY DISK
 EV2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2490_STAMPING: 11-14A BM 1956 5869
 EV2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2490+STABILITY: SURFACE MOTION
 EV2490
 EV2490  HISTORY     - Date     Condition        Report By
 EV2490  HISTORY     - 1956     MONUMENTED       CA-037
 EV2490  HISTORY     - 1961     GOOD             NGS
 EV2490  HISTORY     - 1968     GOOD             NGS
 EV2490  HISTORY     - 1978     GOOD             NGS
 EV2490
 EV2490                          STATION DESCRIPTION
 EV2490
 EV2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2490'AT DUARTE.
 EV2490'AT DUARTE, AT THE INTERSECTION OF HUNTINGTON DRIVE AND BUENA
 EV2490'VISTA STREET, AT THE SOUTHEAST CORNER OF THE INTERSECTION, 64
 EV2490'FEET EAST OF THE CENTER LINE OF THE STREET, 25 1/2 FEET SOUTH
 EV2490'OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANES OF DRIVE,
 EV2490'3 1/2 FEET EAST OF THE EAST EDGE OF THE CONCRETE BASE OF A
 EV2490'TRAFFIC LIGHT CONTROL BOX 3 FEET WEST OF POWER LINE POLE
 EV2490'1130230E, 2 1/2 FEET SOUTH OF THE NORTH EDGE OF THE SOUTH CURB
 EV2490'OF DRIVE, ABOUT 1/2 FOOT HIGHER THAN THE DRIVE, AND SET IN THE
 EV2490'TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
 EV2490
 EV2490                          STATION RECOVERY (1968)
 EV2490
 EV2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EV2490'RECOVERED IN GOOD CONDITION.
 EV2490
 EV2490                          STATION RECOVERY (1978)
 EV2490
 EV2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2492 ***********************************************************************
 EV2492  DESIGNATION -  11 15 C
 EV2492  PID         -  EV2492
 EV2492  STATE/COUNTY-  CA/LOS ANGELES
 EV2492  USGS QUAD   -  AZUSA (1972)
 EV2492
 EV2492                         *CURRENT SURVEY CONTROL
 EV2492  ___________________________________________________________________
 EV2492* NAD 83(1986)-  34 08 21.     (N)    117 57 59.     (W)     SCALED    
 EV2492* NAVD 88     -       162.721  (meters)     533.86   (feet)  READJUSTED
 EV2492  ___________________________________________________________________
 EV2492  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EV2492  DYNAMIC HT  -         162.550 (meters)     533.30  (feet)  COMP
 EV2492  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 EV2492
 EV2492  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2492
 EV2492.The horizontal coordinates were scaled from a topographic map and have
 EV2492.an estimated accuracy of +/- 6 seconds.
 EV2492
 EV2492.The orthometric height was determined by differential leveling
 EV2492.and adjusted in February 1993.
 EV2492.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2492.distribution rate of 0.0 thru 1.0 mm/km.
 EV2492.The height was derived from older observations constrained to new
 EV2492.heights in a crustal motion area.  The height is approximate in
 EV2492.relation to other heights in its vicinity.
 EV2492
 EV2492.The geoid height was determined by GEOID03.
 EV2492
 EV2492.The dynamic height is computed by dividing the NAVD 88
 EV2492.geopotential number by the normal gravity value computed on the
 EV2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2492.degrees latitude (g = 980.6199 gals.).
 EV2492
 EV2492.The modeled gravity was interpolated from observed gravity values.
 EV2492
 EV2492;                    North         East    Units  Estimated Accuracy
 EV2492;SPC CA 5     -   570,900.    2,003,100.      MT  (+/- 180 meters Scaled)
 EV2492
 EV2492                          SUPERSEDED SURVEY CONTROL
 EV2492
 EV2492  NGVD 29 (??/??/92)  161.940  (m)          531.30   (f) ADJ UNCH    1 1
 EV2492
 EV2492.Superseded values are not recommended for survey control.
 EV2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2492.See file dsdata.txt to determine how the superseded data were derived.
 EV2492
 EV2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT109780(NAD 83)
 EV2492_MARKER: DB = BENCH MARK DISK
 EV2492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2492_SP_SET: CURB
 EV2492_STAMPING: BM 11-15 C 1968 5869
 EV2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2492
 EV2492  HISTORY     - Date     Condition        Report By
 EV2492  HISTORY     - 1968     MONUMENTED       CA-037
 EV2492  HISTORY     - 1968     GOOD             NGS
 EV2492  HISTORY     - 1978     GOOD             NGS
 EV2492
 EV2492                          STATION DESCRIPTION
 EV2492
 EV2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2492'0.2 MI E FROM DUARTE.
 EV2492'DUARTE, 0.2 MI E OF THE CITY HALL, HUNTINGTON DRIVE AND HIGHLAND
 EV2492'AVENUE, AT THE SE CORNER, 84.2 FEET S OF THE CENTER LINE OF
 EV2492'HUNTINGTON DRIVE, 32.3 FEET E OF THE CENTER LINE OF HIGHLAND
 EV2492'AVENUE, 17.7 FEET SOUTH OF THE SOUTH END OF THE CURB RETURN.
 EV2492'SET FLUSH IN THE TOP OF THE EAST CONCRETE CURB 0.9 FT N OF
 EV2492'THE N SIDE OF THE CONCRETE STORM DRAIN.
 EV2492
 EV2492                          STATION RECOVERY (1978)
 EV2492
 EV2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2495 ***********************************************************************
 EV2495  DESIGNATION -  11 16 A
 EV2495  PID         -  EV2495
 EV2495  STATE/COUNTY-  CA/LOS ANGELES
 EV2495  USGS QUAD   -  AZUSA (1972)
 EV2495
 EV2495                         *CURRENT SURVEY CONTROL
 EV2495  ___________________________________________________________________
 EV2495* NAD 83(1986)-  34 08 24.     (N)    117 57 43.     (W)     SCALED    
 EV2495* NAVD 88     -       160.24   (+/-2cm)     525.7    (feet)  VERTCON   
 EV2495  ___________________________________________________________________
 EV2495  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EV2495  VERT ORDER  -  THIRD (See Below)
 EV2495
 EV2495.The horizontal coordinates were scaled from a topographic map and have
 EV2495.an estimated accuracy of +/- 6 seconds.
 EV2495
 EV2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2495.The vertical order pertains to the NGVD 29 superseded value.
 EV2495
 EV2495.The geoid height was determined by GEOID03.
 EV2495
 EV2495;                    North         East    Units  Estimated Accuracy
 EV2495;SPC CA 5     -   570,990.    2,003,510.      MT  (+/- 180 meters Scaled)
 EV2495
 EV2495                          SUPERSEDED SURVEY CONTROL
 EV2495
 EV2495  NGVD 29 (??/??/??)  159.45   (m)          523.1    (f) RESET       3  
 EV2495
 EV2495.Superseded values are not recommended for survey control.
 EV2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2495.See file dsdata.txt to determine how the superseded data were derived.
 EV2495
 EV2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT113780(NAD 83)
 EV2495_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2495_SP_SET: CONCRETE STORM DRAIN
 EV2495_STAMPING: BM 11-16 A 1962 5869
 EV2495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2495
 EV2495  HISTORY     - Date     Condition        Report By
 EV2495  HISTORY     - 1962     MONUMENTED       CA-037
 EV2495  HISTORY     - 1968     GOOD             NGS
 EV2495
 EV2495                          STATION DESCRIPTION
 EV2495
 EV2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2495'0.4 MI E FROM DUARTE.
 EV2495'DUARTE, 0.4 MI E OF SANTO DOMINGO AVENUE, ON THE SOUTH SIDE
 EV2495'OF HUNTINGTON DRIVE ABOUT 0.07 MI E OF SANTA DOMINGO AVENUE, SET
 EV2495'IN THE TOP OF THE WEST WALL OF A CONCRETE STORM DRAIN, 0.8
 EV2495'FT S OF THE S EDGE OF THE CONCRETE WALK AND 1.6 FEET BELOW
 EV2495'THE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3375 ***********************************************************************
 EV3375  DESIGNATION -  11 19 D
 EV3375  PID         -  EV3375
 EV3375  STATE/COUNTY-  CA/LOS ANGELES
 EV3375  USGS QUAD   -  AZUSA (1972)
 EV3375
 EV3375                         *CURRENT SURVEY CONTROL
 EV3375  ___________________________________________________________________
 EV3375* NAD 83(1986)-  34 08 17.     (N)    117 56 43.     (W)     SCALED    
 EV3375* NAVD 88     -       180.859  (meters)     593.37   (feet)  READJUSTED
 EV3375  ___________________________________________________________________
 EV3375  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EV3375  DYNAMIC HT  -         180.660 (meters)     592.72  (feet)  COMP
 EV3375  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 EV3375  OBS GRAVITY -     979,552.7   (mgal)                       GRAV_OBS
 EV3375
 EV3375  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3375
 EV3375.The horizontal coordinates were scaled from a topographic map and have
 EV3375.an estimated accuracy of +/- 6 seconds.
 EV3375
 EV3375.The orthometric height was determined by differential leveling
 EV3375.and adjusted in February 1993.
 EV3375.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3375.distribution rate of 0.0 thru 1.0 mm/km.
 EV3375.The height was derived from older observations constrained to new
 EV3375.heights in a crustal motion area.  The height is approximate in
 EV3375.relation to other heights in its vicinity.
 EV3375
 EV3375.The geoid height was determined by GEOID03.
 EV3375
 EV3375.The dynamic height is computed by dividing the NAVD 88
 EV3375.geopotential number by the normal gravity value computed on the
 EV3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3375.degrees latitude (g = 980.6199 gals.).
 EV3375
 EV3375.The modeled gravity was interpolated from observed gravity values.
 EV3375.The observed gravity was obtained from relative gravimeter ties
 EV3375.to the IGSN71 gravity network.
 EV3375
 EV3375;                    North         East    Units  Estimated Accuracy
 EV3375;SPC CA 5     -   570,780.    2,005,050.      MT  (+/- 180 meters Scaled)
 EV3375
 EV3375                          SUPERSEDED SURVEY CONTROL
 EV3375
 EV3375  NGVD 29 (??/??/92)  180.077  (m)          590.80   (f) ADJ UNCH    1 1
 EV3375
 EV3375.Superseded values are not recommended for survey control.
 EV3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3375.See file dsdata.txt to determine how the superseded data were derived.
 EV3375
 EV3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT128778(NAD 83)
 EV3375_MARKER: DB = BENCH MARK DISK
 EV3375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3375_SP_SET: BRIDGE
 EV3375_STAMPING: BM 11-19 D 22726 1977
 EV3375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3375
 EV3375  HISTORY     - Date     Condition        Report By
 EV3375  HISTORY     - 1977     MONUMENTED       CA-037
 EV3375  HISTORY     - 1978     GOOD             NGS
 EV3375
 EV3375                          STATION DESCRIPTION
 EV3375
 EV3375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3375'2.2 MI WEST FROM AZUSA.
 EV3375'2.2 MILES WEST ALONG FOOTHILL BOULEVARD FROM THE CROSSING OF AZUSA
 EV3375'AVENUE, IN TOP THE WEST END OF SOUTH CURB OF THE SAN GABRIEL CANYON
 EV3375'BRIDGE, 3 FT. NORTH OF THE WEST END SOUTH CONCRETE GUARD RAIL, 1.0 FT.
 EV3375'EAST OF WEST END SOUTH CURB, 1.0 FT. SOUTH OF SOUTH CURB FOOTHILL
 EV3375'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2507 ***********************************************************************
 EV2507  DESIGNATION -  11 20 B
 EV2507  PID         -  EV2507
 EV2507  STATE/COUNTY-  CA/LOS ANGELES
 EV2507  USGS QUAD   -  AZUSA (1972)
 EV2507
 EV2507                         *CURRENT SURVEY CONTROL
 EV2507  ___________________________________________________________________
 EV2507* NAD 83(1986)-  34 08 04.     (N)    117 56 22.     (W)     SCALED    
 EV2507* NAVD 88     -       178.36   (+/-2cm)     585.2    (feet)  VERTCON   
 EV2507  ___________________________________________________________________
 EV2507  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EV2507  VERT ORDER  -  THIRD (See Below)
 EV2507
 EV2507.The horizontal coordinates were scaled from a topographic map and have
 EV2507.an estimated accuracy of +/- 6 seconds.
 EV2507
 EV2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2507.The vertical order pertains to the NGVD 29 superseded value.
 EV2507
 EV2507.The geoid height was determined by GEOID03.
 EV2507
 EV2507;                    North         East    Units  Estimated Accuracy
 EV2507;SPC CA 5     -   570,380.    2,005,590.      MT  (+/- 180 meters Scaled)
 EV2507
 EV2507                          SUPERSEDED SURVEY CONTROL
 EV2507
 EV2507  NGVD 29 (??/??/??)  177.58   (m)          582.6    (f) RESET       3  
 EV2507
 EV2507.Superseded values are not recommended for survey control.
 EV2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2507.See file dsdata.txt to determine how the superseded data were derived.
 EV2507
 EV2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT133774(NAD 83)
 EV2507_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2507_SP_SET: CULVERT
 EV2507_STAMPING: BM 11-20 B 1962 5869
 EV2507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2507
 EV2507  HISTORY     - Date     Condition        Report By
 EV2507  HISTORY     - 1962     MONUMENTED       CA-037
 EV2507  HISTORY     - 1968     GOOD             NGS
 EV2507  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2507
 EV2507                          STATION DESCRIPTION
 EV2507
 EV2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2507'1.7 MI W FROM AZUSA.
 EV2507'IRWINDALE, 1.7 MI W OF THE AZUSA CITY HALL, FOOTHILL BLVD AND
 EV2507'THE PAVED ROAD LEADING TO THE AMERICAN CYNAMID COMPANY ABOUT
 EV2507'0.3 MI W OF IRWINDALE AVENUE, ABOUT 180 FEET NE OF THE CENTER
 EV2507'LINE OF FOOTHILL BLVD AND ABOUT 11.5 FEET NW OF THE CENTERLINE
 EV2507'OF THE PAVED ROAD, SET ON TOP AND NEAR THE NORTH END OF THE WEST
 EV2507'HEADWALL OF THE CULVERT.
 EV2507
 EV2507                          STATION RECOVERY (1978)
 EV2507
 EV2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2516 ***********************************************************************
 EV2516  DESIGNATION -  11 21 C
 EV2516  PID         -  EV2516
 EV2516  STATE/COUNTY-  CA/LOS ANGELES
 EV2516  USGS QUAD   -  AZUSA (1972)
 EV2516
 EV2516                         *CURRENT SURVEY CONTROL
 EV2516  ___________________________________________________________________
 EV2516* NAD 83(1986)-  34 07 38.     (N)    117 56 03.     (W)     SCALED    
 EV2516* NAVD 88     -       171.455  (meters)     562.52   (feet)  READJUSTED
 EV2516  ___________________________________________________________________
 EV2516  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EV2516  DYNAMIC HT  -         171.270 (meters)     561.91  (feet)  COMP
 EV2516  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 EV2516
 EV2516  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2516
 EV2516.The horizontal coordinates were scaled from a topographic map and have
 EV2516.an estimated accuracy of +/- 6 seconds.
 EV2516
 EV2516.The orthometric height was determined by differential leveling
 EV2516.and adjusted in February 1993.
 EV2516.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2516.distribution rate of 0.0 thru 1.0 mm/km.
 EV2516.The height was derived from older observations constrained to new
 EV2516.heights in a crustal motion area.  The height is approximate in
 EV2516.relation to other heights in its vicinity.
 EV2516
 EV2516.The geoid height was determined by GEOID03.
 EV2516
 EV2516.The dynamic height is computed by dividing the NAVD 88
 EV2516.geopotential number by the normal gravity value computed on the
 EV2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2516.degrees latitude (g = 980.6199 gals.).
 EV2516
 EV2516.The modeled gravity was interpolated from observed gravity values.
 EV2516
 EV2516;                    North         East    Units  Estimated Accuracy
 EV2516;SPC CA 5     -   569,580.    2,006,070.      MT  (+/- 180 meters Scaled)
 EV2516
 EV2516                          SUPERSEDED SURVEY CONTROL
 EV2516
 EV2516  NGVD 29 (??/??/92)  170.674  (m)          559.95   (f) ADJ UNCH    1 1
 EV2516
 EV2516.Superseded values are not recommended for survey control.
 EV2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2516.See file dsdata.txt to determine how the superseded data were derived.
 EV2516
 EV2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138766(NAD 83)
 EV2516_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2516_SP_SET: PLATFORM
 EV2516_STAMPING: BM 11-21 C 1968 5869
 EV2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2516
 EV2516  HISTORY     - Date     Condition        Report By
 EV2516  HISTORY     - 1968     MONUMENTED       CA-037
 EV2516  HISTORY     - 1968     GOOD             NGS
 EV2516  HISTORY     - 1978     GOOD             NGS
 EV2516
 EV2516                          STATION DESCRIPTION
 EV2516
 EV2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2516'1.6 MI SW FROM AZUSA.
 EV2516'IRWINDALE, 1.6 MI SW OF THE AZUSA CITY HALL, ON THE FRONTAGE
 EV2516'ROAD PARALLELING IRWINDALE AVENUE, ABOUT 0.5 MILES S OF
 EV2516'FOOTHILL BLVD AND ABOUT 350 FEET S OF THE ATCHISIN, TOPEKA AND
 EV2516'SANTA FE RAILWAY, 32.5 FEET W OF THE CENTER LINE OF THE FRONTAGE
 EV2516'ROAD.  SET IN THE TOP AND SE CORNER OF A CONCRETE PLATFORM
 EV2516'AT THE EAST SIDE OF A 12 FOOT SQUARE CONCRETE BUILDING AND ABOUT
 EV2516'4 FEET ABOVE THE LEVEL OF THE ROAD.
 EV2516
 EV2516                          STATION RECOVERY (1978)
 EV2516
 EV2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3376 ***********************************************************************
 EV3376  DESIGNATION -  11 21 D
 EV3376  PID         -  EV3376
 EV3376  STATE/COUNTY-  CA/LOS ANGELES
 EV3376  USGS QUAD   -  AZUSA (1972)
 EV3376
 EV3376                         *CURRENT SURVEY CONTROL
 EV3376  ___________________________________________________________________
 EV3376* NAD 83(1986)-  34 08 01.     (N)    117 56 00.     (W)     SCALED    
 EV3376* NAVD 88     -       179.257  (meters)     588.11   (feet)  READJUSTED
 EV3376  ___________________________________________________________________
 EV3376  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EV3376  DYNAMIC HT  -         179.060 (meters)     587.47  (feet)  COMP
 EV3376  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 EV3376
 EV3376  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3376
 EV3376.The horizontal coordinates were scaled from a topographic map and have
 EV3376.an estimated accuracy of +/- 6 seconds.
 EV3376
 EV3376.The orthometric height was determined by differential leveling
 EV3376.and adjusted in February 1993.
 EV3376.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3376.distribution rate of 0.0 thru 1.0 mm/km.
 EV3376.The height was derived from older observations constrained to new
 EV3376.heights in a crustal motion area.  The height is approximate in
 EV3376.relation to other heights in its vicinity.
 EV3376
 EV3376.The geoid height was determined by GEOID03.
 EV3376
 EV3376.The dynamic height is computed by dividing the NAVD 88
 EV3376.geopotential number by the normal gravity value computed on the
 EV3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3376.degrees latitude (g = 980.6199 gals.).
 EV3376
 EV3376.The modeled gravity was interpolated from observed gravity values.
 EV3376
 EV3376;                    North         East    Units  Estimated Accuracy
 EV3376;SPC CA 5     -   570,290.    2,006,150.      MT  (+/- 180 meters Scaled)
 EV3376
 EV3376                          SUPERSEDED SURVEY CONTROL
 EV3376
 EV3376  NGVD 29 (??/??/92)  178.476  (m)          585.55   (f) ADJ UNCH    1 1
 EV3376
 EV3376.Superseded values are not recommended for survey control.
 EV3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3376.See file dsdata.txt to determine how the superseded data were derived.
 EV3376
 EV3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT139773(NAD 83)
 EV3376_MARKER: DD = SURVEY DISK
 EV3376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3376_SP_SET: TUNNEL
 EV3376_STAMPING: BM 11-21 D 22726 1977
 EV3376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3376
 EV3376  HISTORY     - Date     Condition        Report By
 EV3376  HISTORY     - 1977     MONUMENTED       CA-037
 EV3376  HISTORY     - 1978     GOOD             NGS
 EV3376
 EV3376                          STATION DESCRIPTION
 EV3376
 EV3376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3376'1.5 MI WEST FROM AZUSA.
 EV3376'1.5 MILES WEST ALONG FOOTHILL BOULEVARD FROM THE CROSSING OF AZUSA
 EV3376'AVENUE, AT THE SOUTHWEST CORNER OF IRWINDALE, IN TOP THE EAST END OF
 EV3376'CONCRETE RETAINING WALL FOR THE SOUTHERN PACIFIC RAILROAD TUNNEL
 EV3376'UNDER FOOTHILL BOULEVARD, 66 FT. WEST OF WEST CURB OF IRWINDALE
 EV3376'AVENUE, 10 FT. SOUTH THE SOUTH CURB OF FOOTHILL BOULEVARD, NOTE--OMIT
 EV3376'BM 11-21A WHICH IS IN CENTER OF INTERSECTION UNDER METAL COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2514 ***********************************************************************
 EV2514  DESIGNATION -  11 22
 EV2514  PID         -  EV2514
 EV2514  STATE/COUNTY-  CA/LOS ANGELES
 EV2514  USGS QUAD   -  BALDWIN PARK (1981)
 EV2514
 EV2514                         *CURRENT SURVEY CONTROL
 EV2514  ___________________________________________________________________
 EV2514* NAD 83(1986)-  34 07 17.     (N)    117 56 02.     (W)     SCALED    
 EV2514* NAVD 88     -       161.36   (+/-2cm)     529.4    (feet)  VERTCON   
 EV2514  ___________________________________________________________________
 EV2514  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EV2514  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2514
 EV2514.The horizontal coordinates were scaled from a topographic map and have
 EV2514.an estimated accuracy of +/- 6 seconds.
 EV2514
 EV2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2514.The vertical order pertains to the NGVD 29 superseded value.
 EV2514
 EV2514.The geoid height was determined by GEOID03.
 EV2514
 EV2514;                    North         East    Units  Estimated Accuracy
 EV2514;SPC CA 5     -   568,930.    2,006,100.      MT  (+/- 180 meters Scaled)
 EV2514
 EV2514                          SUPERSEDED SURVEY CONTROL
 EV2514
 EV2514  NGVD 29 (??/??/92)  160.59   (m)          526.9    (f) COMPUTED    1 1
 EV2514
 EV2514.Superseded values are not recommended for survey control.
 EV2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2514.See file dsdata.txt to determine how the superseded data were derived.
 EV2514
 EV2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138760(NAD 83)
 EV2514_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2514_SP_SET: WELL
 EV2514_STAMPING: BM 11-22 1952 63
 EV2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2514
 EV2514  HISTORY     - Date     Condition        Report By
 EV2514  HISTORY     - 1952     MONUMENTED       CA-037
 EV2514  HISTORY     - 1968     GOOD             NGS
 EV2514  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2514
 EV2514                          STATION DESCRIPTION
 EV2514
 EV2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2514'1.8 MI SW FROM AZUSA.
 EV2514'AZUSA, 1.8 MI SW OF THE CITY HALL, IRWINDALE AVENUE AND FIRST
 EV2514'STREET, AT THE SE CORNER, 29.0 FEET E OF THE CENTERLINE OF
 EV2514'IRWINDALE AVENUE AND 21.4 FEET S OF THE S CURB LINE OF FIRST.
 EV2514'SET ABOUT 10 INCHES BELOW THE SURFACE OF THE STREET IN A WELL
 EV2514'AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EV2514'MONUMENT.
 EV2514
 EV2514                          STATION RECOVERY (1978)
 EV2514
 EV2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3352 ***********************************************************************
 EV3352  DESIGNATION -  11 22 A
 EV3352  PID         -  EV3352
 EV3352  STATE/COUNTY-  CA/LOS ANGELES
 EV3352  USGS QUAD   -  BALDWIN PARK (1981)
 EV3352
 EV3352                         *CURRENT SURVEY CONTROL
 EV3352  ___________________________________________________________________
 EV3352* NAD 83(1986)-  34 07 17.     (N)    117 56 00.     (W)     SCALED    
 EV3352* NAVD 88     -       162.211  (meters)     532.19   (feet)  READJUSTED
 EV3352  ___________________________________________________________________
 EV3352  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EV3352  DYNAMIC HT  -         162.040 (meters)     531.63  (feet)  COMP
 EV3352  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 EV3352
 EV3352  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3352
 EV3352.The horizontal coordinates were scaled from a topographic map and have
 EV3352.an estimated accuracy of +/- 6 seconds.
 EV3352
 EV3352.The orthometric height was determined by differential leveling
 EV3352.and adjusted in February 1993.
 EV3352.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3352.distribution rate of 0.0 thru 1.0 mm/km.
 EV3352.The height was derived from older observations constrained to new
 EV3352.heights in a crustal motion area.  The height is approximate in
 EV3352.relation to other heights in its vicinity.
 EV3352
 EV3352.The geoid height was determined by GEOID03.
 EV3352
 EV3352.The dynamic height is computed by dividing the NAVD 88
 EV3352.geopotential number by the normal gravity value computed on the
 EV3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3352.degrees latitude (g = 980.6199 gals.).
 EV3352
 EV3352.The modeled gravity was interpolated from observed gravity values.
 EV3352
 EV3352;                    North         East    Units  Estimated Accuracy
 EV3352;SPC CA 5     -   568,930.    2,006,150.      MT  (+/- 180 meters Scaled)
 EV3352
 EV3352                          SUPERSEDED SURVEY CONTROL
 EV3352
 EV3352  NGVD 29 (??/??/92)  161.431  (m)          529.63   (f) ADJ UNCH    1 1
 EV3352
 EV3352.Superseded values are not recommended for survey control.
 EV3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3352.See file dsdata.txt to determine how the superseded data were derived.
 EV3352
 EV3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT139760(NAD 83)
 EV3352_MARKER: DD = SURVEY DISK
 EV3352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3352_SP_SET: CATCH BASINS
 EV3352_STAMPING: BM 11-22A RE 7078
 EV3352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3352
 EV3352  HISTORY     - Date     Condition        Report By
 EV3352  HISTORY     - UNK      MONUMENTED       CA-037
 EV3352  HISTORY     - 1974     GOOD             CA-037
 EV3352  HISTORY     - 1978     GOOD             NGS
 EV3352
 EV3352                          STATION DESCRIPTION
 EV3352
 EV3352'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV3352'1.8 MI SW FROM AZUSA.
 EV3352'AT THE NORTHEAST CORNER OF THE INTERSECTION OF IRWINDALE AVENUE AND
 EV3352'FIRST STREET.  45 FEET NORTH OF THE NORTH END OF THE CURB RETURN, 1
 EV3352'FOOT BACK OF THE CURB.  SET IN THE TOP OF THE SOUTH END OF THE
 EV3352'NORTHERLY OF TWO STORM DRAIN CATCH BASINS.  THE B.M. IS ALSO 68.5 FEET
 EV3352'NORTH OF THE CENTERLINE OF FIRST STREET.
 EV3352
 EV3352                          STATION RECOVERY (1978)
 EV3352
 EV3352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3352'AT AZUSA, 0.8 MILE SOUTH OF FOOTHILL BOULEVARD AT THE NORTHEAST CORNER
 EV3352'OF FIRST STREET AND IRWINDALE AVENUE, IN TOP THE SOUTHWEST CORNER OF A
 EV3352'3 BY 15-FT. CONCRETE CATCH BASIN, 69 FT. NORTH THE CENTER LINE FIRST
 EV3352'STREET, 21 FT. EAST THE CENTER LINE NORTH BOUND LANES OF IRWINDALE
 EV3352'AVENUE, 1.0 FT. EAST THE EAST CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH3654 ***********************************************************************
 DH3654  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3654  DESIGNATION -  11 227 CADH
 DH3654  PID         -  DH3654
 DH3654  STATE/COUNTY-  CA/GLENN
 DH3654  USGS QUAD   -  BUTTE CITY (1973)
 DH3654
 DH3654                         *CURRENT SURVEY CONTROL
 DH3654  ___________________________________________________________________
 DH3654* NAD 83(2007)-  39 27 50.60647(N)    121 55 31.40372(W)     ADJUSTED  
 DH3654* NAVD 88     -        26.59   (meters)      87.2    (feet)  GPS OBS   
 DH3654  ___________________________________________________________________
 DH3654  EPOCH DATE  -        2007.00
 DH3654  X           -  -2,607,447.684 (meters)                     COMP
 DH3654  Y           -  -4,184,905.064 (meters)                     COMP
 DH3654  Z           -   4,032,222.304 (meters)                     COMP
 DH3654  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DH3654  ELLIP HEIGHT-          -1.943 (meters)          (02/10/07) ADJUSTED
 DH3654  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DH3654
 DH3654  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3654  Type    PID    Designation                      North   East  Ellip
 DH3654  -------------------------------------------------------------------
 DH3654  NETWORK DH3654 11 227 CADH                       1.41   1.45   2.98
 DH3654  -------------------------------------------------------------------
 DH3654
 DH3654.The horizontal coordinates were established by GPS observations
 DH3654.and adjusted by the National Geodetic Survey in February 2007.
 DH3654
 DH3654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3654.The horizontal coordinates are valid at the epoch date displayed above.
 DH3654.The epoch date for horizontal control is a decimal equivalence
 DH3654.of Year/Month/Day.
 DH3654
 DH3654.The orthometric height was determined by GPS observations and a
 DH3654.high-resolution geoid model.
 DH3654.The orthometric height was determined by GPS observations and a
 DH3654.high-resolution geoid model using precise GPS observation and
 DH3654.processing techniques.
 DH3654
 DH3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3654
 DH3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3654
 DH3654.The ellipsoidal height was determined by GPS observations
 DH3654.and is referenced to NAD 83.
 DH3654
 DH3654.The geoid height was determined by GEOID03.
 DH3654
 DH3654;                    North         East     Units Scale Factor Converg.
 DH3654;SPC CA 2     -   699,525.189 2,006,420.364   MT  0.99993654   +0 02 49.3
 DH3654;SPC CA 2     - 2,295,025.56  6,582,730.81   sFT  0.99993654   +0 02 49.3
 DH3654;UTM  10      - 4,368,826.616   592,442.538   MT  0.99970521   +0 40 59.0
 DH3654
 DH3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3654!SPC CA 2     -   1.00000030  x   0.99993654  =   0.99993684
 DH3654!UTM  10      -   1.00000030  x   0.99970521  =   0.99970551
 DH3654
 DH3654                          SUPERSEDED SURVEY CONTROL
 DH3654
 DH3654  NAD 83(1998)-  39 27 50.60515(N)    121 55 31.40277(W) AD(2004.30) B
 DH3654  ELLIP H (05/10/05)   -1.993  (m)                       GP(       ) 4 1
 DH3654
 DH3654.Superseded values are not recommended for survey control.
 DH3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3654.See file dsdata.txt to determine how the superseded data were derived.
 DH3654
 DH3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9244368827(NAD 83)
 DH3654_MARKER: DD = SURVEY DISK
 DH3654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH3654_SP_SET: BASE OF RAILING
 DH3654_STAMPING: 11 227 CADH
 DH3654_MARK LOGO: CADH  
 DH3654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3654+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DH3654
 DH3654  HISTORY     - Date     Condition        Report By
 DH3654  HISTORY     - 20031010 MONUMENTED       CADH
 DH3654
 DH3654                          STATION DESCRIPTION
 DH3654
 DH3654'DESCRIBED BY CA DIV OF HIGHWAYS 2003 (JHF)
 DH3654'THE STATION IS LOCATED ABOUT 15 MI SOUTHEAST OF WILLOWS AND ABOUT 3.4
 DH3654'MI EAST OF BUTTE CITY.
 DH3654' 
 DH3654'TO REACH THE STATION FROM THE POST OFFICE IN BUTTE CITY GO EAST ON
 DH3654'STATE HIGHWAY 162 FOR 3.4 MI TO THE STATION ON THE RIGHT.
 DH3654' 
 DH3654'THE STATION IS A CADH DISK STAMPED 11-227 SET IN THE BASE OF A
 DH3654'CONCRETE RAILING NEAR THE SOUTHWEST CORNER OF SACRAMENTO RIVER
 DH3654'OVERFLOW BRIDGE NO. 11-23. IT IS 15.6 FT SOUTH OF THE CENTERLINE OF
 DH3654'HIGHWAY 162, 3.0 FT NORTHEAST OF A WITNESS POST AND 2.0 FT NORTHEAST
 DH3654'OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2511 ***********************************************************************
 EV2511  DESIGNATION -  11 23
 EV2511  PID         -  EV2511
 EV2511  STATE/COUNTY-  CA/LOS ANGELES
 EV2511  USGS QUAD   -  BALDWIN PARK (1981)
 EV2511
 EV2511                         *CURRENT SURVEY CONTROL
 EV2511  ___________________________________________________________________
 EV2511* NAD 83(1986)-  34 06 52.     (N)    117 56 02.     (W)     SCALED    
 EV2511* NAVD 88     -       152.28   (+/-2cm)     499.6    (feet)  VERTCON   
 EV2511  ___________________________________________________________________
 EV2511  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EV2511  VERT ORDER  -  THIRD (See Below)
 EV2511
 EV2511.The horizontal coordinates were scaled from a topographic map and have
 EV2511.an estimated accuracy of +/- 6 seconds.
 EV2511
 EV2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2511.The vertical order pertains to the NGVD 29 superseded value.
 EV2511
 EV2511.The geoid height was determined by GEOID03.
 EV2511
 EV2511;                    North         East    Units  Estimated Accuracy
 EV2511;SPC CA 5     -   568,160.    2,006,100.      MT  (+/- 180 meters Scaled)
 EV2511
 EV2511                          SUPERSEDED SURVEY CONTROL
 EV2511
 EV2511  NGVD 29 (??/??/??)  151.50   (m)          497.0    (f) RESET       3  
 EV2511
 EV2511.Superseded values are not recommended for survey control.
 EV2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2511.See file dsdata.txt to determine how the superseded data were derived.
 EV2511
 EV2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138752(NAD 83)
 EV2511_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2511_SP_SET: WELL
 EV2511_STAMPING: BM 11-23 1952 63
 EV2511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2511
 EV2511  HISTORY     - Date     Condition        Report By
 EV2511  HISTORY     - 1952     MONUMENTED       CA-037
 EV2511  HISTORY     - 1968     GOOD             NGS
 EV2511  HISTORY     - 1974     MARK NOT FOUND   CA-037
 EV2511  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2511
 EV2511                          STATION DESCRIPTION
 EV2511
 EV2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2511'2.1 MI SW FROM AZUSA.
 EV2511'AZUSA, 2.1 MI SW OF THE CITY HALL, IRWINDALE AVENUE AND
 EV2511'GLADSTONE STREET, AT THE NE CORNER, 10.2 FEET W OF A LEAD AND TACK
 EV2511'IN THE E CURB OF IRWINDALE AVENUE 22.4 FEET N OF THE S END OF THE
 EV2511'CURB SET ABOUT 10 INCHES BELOW THE SURFACE OF THE STREET IN A
 EV2511'WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EV2511'MONUMENT.
 EV2511
 EV2511                          STATION RECOVERY (1974)
 EV2511
 EV2511'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV2511'MARK NOT FOUND.
 EV2511
 EV2511                          STATION RECOVERY (1978)
 EV2511
 EV2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9028 ***********************************************************************
 EV9028  DESIGNATION -  11 23 A
 EV9028  PID         -  EV9028
 EV9028  STATE/COUNTY-  CA/LOS ANGELES
 EV9028  USGS QUAD   -  BALDWIN PARK (1981)
 EV9028
 EV9028                         *CURRENT SURVEY CONTROL
 EV9028  ___________________________________________________________________
 EV9028* NAD 83(1986)-  34 06 51.     (N)    117 56 02.     (W)     SCALED    
 EV9028* NAVD 88     -       152.93   (+/-2cm)     501.7    (feet)  VERTCON   
 EV9028  ___________________________________________________________________
 EV9028  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EV9028  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9028
 EV9028.The horizontal coordinates were scaled from a topographic map and have
 EV9028.an estimated accuracy of +/- 6 seconds.
 EV9028
 EV9028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9028.The vertical order pertains to the NGVD 29 superseded value.
 EV9028
 EV9028.The geoid height was determined by GEOID03.
 EV9028
 EV9028;                    North         East    Units  Estimated Accuracy
 EV9028;SPC CA 5     -   568,130.    2,006,100.      MT  (+/- 180 meters Scaled)
 EV9028
 EV9028                          SUPERSEDED SURVEY CONTROL
 EV9028
 EV9028  NGVD 29 (??/??/92)  152.16   (m)          499.2    (f) COMPUTED    1 1
 EV9028
 EV9028.Superseded values are not recommended for survey control.
 EV9028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9028.See file dsdata.txt to determine how the superseded data were derived.
 EV9028
 EV9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138752(NAD 83)
 EV9028_MARKER: DD = SURVEY DISK
 EV9028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9028_SP_SET: CATCH BASIN
 EV9028_STAMPING: BM 11-23A RE 7078
 EV9028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9028
 EV9028  HISTORY     - Date     Condition        Report By
 EV9028  HISTORY     - UNK      MONUMENTED       CA-037
 EV9028  HISTORY     - 1974     GOOD             CA-037
 EV9028
 EV9028                          STATION DESCRIPTION
 EV9028
 EV9028'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9028'2.1 MI SW FROM AZUSA.
 EV9028'AT THE NORTHEAST CORNER OF THE INTERSECTION OF IRWINDALE AVENUE AND
 EV9028'GLADSTONE STREET.  6 FEET EAST OF THE EAST CURB OF IRWINDALE AVENUE
 EV9028'AND 127 FEET NORTH OF THE NORTH CURB OF GLADSTONE STREET.  10 FEET
 EV9028'NORTH OF THE NORTH RAIL OF A RAILROAD SPUR LINE.  SET IN THE TOP OF
 EV9028'THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2441 ***********************************************************************
 EV2441  DESIGNATION -  11 24
 EV2441  PID         -  EV2441
 EV2441  STATE/COUNTY-  CA/LOS ANGELES
 EV2441  USGS QUAD   -  BALDWIN PARK (1981)
 EV2441
 EV2441                         *CURRENT SURVEY CONTROL
 EV2441  ___________________________________________________________________
 EV2441* NAD 83(1986)-  34 06 52.     (N)    117 55 27.     (W)     SCALED    
 EV2441* NAVD 88     -       155.06   (+/-2cm)     508.7    (feet)  VERTCON   
 EV2441  ___________________________________________________________________
 EV2441  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 EV2441  VERT ORDER  -  THIRD (See Below)
 EV2441
 EV2441.The horizontal coordinates were scaled from a topographic map and have
 EV2441.an estimated accuracy of +/- 6 seconds.
 EV2441
 EV2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2441.The vertical order pertains to the NGVD 29 superseded value.
 EV2441
 EV2441.The geoid height was determined by GEOID03.
 EV2441
 EV2441;                    North         East    Units  Estimated Accuracy
 EV2441;SPC CA 5     -   568,160.    2,007,000.      MT  (+/- 180 meters Scaled)
 EV2441
 EV2441                          SUPERSEDED SURVEY CONTROL
 EV2441
 EV2441  NGVD 29 (??/??/??)  154.29   (m)          506.2    (f) RESET       3  
 EV2441
 EV2441.Superseded values are not recommended for survey control.
 EV2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2441.See file dsdata.txt to determine how the superseded data were derived.
 EV2441
 EV2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT147752(NAD 83)
 EV2441_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2441_SP_SET: WELL
 EV2441_STAMPING: BM 11-24 1952 63
 EV2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2441
 EV2441  HISTORY     - Date     Condition        Report By
 EV2441  HISTORY     - 1952     MONUMENTED       CA-037
 EV2441  HISTORY     - 1968     GOOD             NGS
 EV2441  HISTORY     - 1974     GOOD             CA-037
 EV2441  HISTORY     - 1978     GOOD             NGS
 EV2441
 EV2441                          STATION DESCRIPTION
 EV2441
 EV2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2441'1.7 MI SW FROM AZUSA.
 EV2441'AZUSA, 1.7 MI SW OF THE CITY HALL, GLADSTONE STREET, ABOUT 0.55
 EV2441'MI E OF IRVINGDALE AVENUE AND AT THE ENTRANCE ROAD TO THE AZUSA
 EV2441'ROCK COMPANY, 19.0 FEET W OF THE CENTER OF PAVEMENT AT THE
 EV2441'E ENTRANCE GATE AND 12.5 FEET N OF THE CENTER OF PAVEMENT OF
 EV2441'GLADSTONE STREET.  SET ABOUT 10 INCHES BELOW THE PAVEMENT IN
 EV2441'A WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EV2441'MONUMENT.
 EV2441
 EV2441                          STATION RECOVERY (1974)
 EV2441
 EV2441'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV2441'GLADSTONE STREET AND JACKSON AVENUE, NORTHWEST CORNER, 10 FEET WEST OF
 EV2441'THE WEST CURB LINE, 28 FEET NORTH OF THE NORTH CURB LINE, 3.7 FEET
 EV2441'WEST OF POWER POLE NO. 3331M, IN TOP OF A 12 IN. ROUND CONCRETE POST
 EV2441'ABOUT 0.8 FEET ABOVE CURB GRADE.
 EV2441
 EV2441                          STATION RECOVERY (1978)
 EV2441
 EV2441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3196 ***********************************************************************
 EV3196  DESIGNATION -  11 24 A
 EV3196  PID         -  EV3196
 EV3196  STATE/COUNTY-  CA/LOS ANGELES
 EV3196  USGS QUAD   -  BALDWIN PARK (1981)
 EV3196
 EV3196                         *CURRENT SURVEY CONTROL
 EV3196  ___________________________________________________________________
 EV3196* NAD 83(1986)-  34 06 52.     (N)    117 55 40.     (W)     SCALED    
 EV3196* NAVD 88     -       154.77   (+/-2cm)     507.8    (feet)  VERTCON   
 EV3196  ___________________________________________________________________
 EV3196  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 EV3196  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3196
 EV3196.The horizontal coordinates were scaled from a topographic map and have
 EV3196.an estimated accuracy of +/- 6 seconds.
 EV3196
 EV3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3196.The vertical order pertains to the NGVD 29 superseded value.
 EV3196
 EV3196.The geoid height was determined by GEOID03.
 EV3196
 EV3196;                    North         East    Units  Estimated Accuracy
 EV3196;SPC CA 5     -   568,160.    2,006,660.      MT  (+/- 180 meters Scaled)
 EV3196
 EV3196                          SUPERSEDED SURVEY CONTROL
 EV3196
 EV3196  NGVD 29 (??/??/92)  154.00   (m)          505.2    (f) COMPUTED    1 1
 EV3196
 EV3196.Superseded values are not recommended for survey control.
 EV3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3196.See file dsdata.txt to determine how the superseded data were derived.
 EV3196
 EV3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT144752(NAD 83)
 EV3196_MARKER: DD = SURVEY DISK
 EV3196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3196_SP_SET: CURB
 EV3196_STAMPING: COUNTY SURVEYOR RE
 EV3196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3196
 EV3196  HISTORY     - Date     Condition        Report By
 EV3196  HISTORY     - UNK      MONUMENTED       CA-037
 EV3196  HISTORY     - 1974     GOOD             CA-037
 EV3196
 EV3196                          STATION DESCRIPTION
 EV3196
 EV3196'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV3196'1.7 MI SW FROM AZUSA.
 EV3196'GLADSTONE STREET AND VINCENT AVENUE, CENTERLINE INTERSECTION, 60 FEET
 EV3196'NORTHEAST OF A LEAD AND TACK IN MIDDLE OF SOUTHWEST CURB RETURN, 52
 EV3196'FEET NORTHWEST OF A LEAD AND TACK IN THE SOUTHEAST CURB RETURN, DOWN 9
 EV3196'INCHES AND PROTECTED BY A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2444 ***********************************************************************
 EV2444  DESIGNATION -  11 25 A
 EV2444  PID         -  EV2444
 EV2444  STATE/COUNTY-  CA/LOS ANGELES
 EV2444  USGS QUAD   -  BALDWIN PARK (1981)
 EV2444
 EV2444                         *CURRENT SURVEY CONTROL
 EV2444  ___________________________________________________________________
 EV2444* NAD 83(1986)-  34 06 51.     (N)    117 54 58.     (W)     SCALED    
 EV2444* NAVD 88     -       154.930  (meters)     508.30   (feet)  READJUSTED
 EV2444  ___________________________________________________________________
 EV2444  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EV2444  DYNAMIC HT  -         154.760 (meters)     507.74  (feet)  COMP
 EV2444  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 EV2444
 EV2444  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2444
 EV2444.The horizontal coordinates were scaled from a topographic map and have
 EV2444.an estimated accuracy of +/- 6 seconds.
 EV2444
 EV2444.The orthometric height was determined by differential leveling
 EV2444.and adjusted in February 1993.
 EV2444.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2444.distribution rate of 0.0 thru 1.0 mm/km.
 EV2444.The height was derived from older observations constrained to new
 EV2444.heights in a crustal motion area.  The height is approximate in
 EV2444.relation to other heights in its vicinity.
 EV2444
 EV2444.The geoid height was determined by GEOID03.
 EV2444
 EV2444.The dynamic height is computed by dividing the NAVD 88
 EV2444.geopotential number by the normal gravity value computed on the
 EV2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2444.degrees latitude (g = 980.6199 gals.).
 EV2444
 EV2444.The modeled gravity was interpolated from observed gravity values.
 EV2444
 EV2444;                    North         East    Units  Estimated Accuracy
 EV2444;SPC CA 5     -   568,130.    2,007,740.      MT  (+/- 180 meters Scaled)
 EV2444
 EV2444                          SUPERSEDED SURVEY CONTROL
 EV2444
 EV2444  NGVD 29 (??/??/92)  154.152  (m)          505.75   (f) ADJ UNCH    1 1
 EV2444
 EV2444.Superseded values are not recommended for survey control.
 EV2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2444.See file dsdata.txt to determine how the superseded data were derived.
 EV2444
 EV2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT155751(NAD 83)
 EV2444_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2444_SP_SET: CONCRETE BASE
 EV2444_STAMPING: BM 11-25 A 1962 5869
 EV2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2444
 EV2444  HISTORY     - Date     Condition        Report By
 EV2444  HISTORY     - 1962     MONUMENTED       CA-037
 EV2444  HISTORY     - 1968     GOOD             NGS
 EV2444  HISTORY     - 1978     GOOD             NGS
 EV2444
 EV2444                          STATION DESCRIPTION
 EV2444
 EV2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2444'1.5 MI SW FROM AZUSA.
 EV2444'AZUSA, 1.5 MI SW OF THE CITY HALL, AT THE SE CORNER OF THE
 EV2444'INTERSECTION OF GLADSTONE STREET, VERNON AVENUE AND LARK ELLEN
 EV2444'AVENUE.  SET IN THE BASE FOR A TRAFFIC SIGNAL 1.5 FEET N OF THE
 EV2444'SIGNAL POLE AND 1.3 FEET S OF THE CURB.
 EV2444
 EV2444                          STATION RECOVERY (1978)
 EV2444
 EV2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2447 ***********************************************************************
 EV2447  DESIGNATION -  11 26 A
 EV2447  PID         -  EV2447
 EV2447  STATE/COUNTY-  CA/LOS ANGELES
 EV2447  USGS QUAD   -  BALDWIN PARK (1981)
 EV2447
 EV2447                         *CURRENT SURVEY CONTROL
 EV2447  ___________________________________________________________________
 EV2447* NAD 83(1986)-  34 06 51.     (N)    117 54 27.     (W)     SCALED    
 EV2447* NAVD 88     -       158.851  (meters)     521.16   (feet)  READJUSTED
 EV2447  ___________________________________________________________________
 EV2447  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EV2447  DYNAMIC HT  -         158.680 (meters)     520.60  (feet)  COMP
 EV2447  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 EV2447
 EV2447  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV2447
 EV2447.The horizontal coordinates were scaled from a topographic map and have
 EV2447.an estimated accuracy of +/- 6 seconds.
 EV2447
 EV2447.The orthometric height was determined by differential leveling
 EV2447.and adjusted in February 1993.
 EV2447.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV2447.distribution rate of 1.1 thru 2.0 mm/km.
 EV2447.The height was derived from older observations constrained to new
 EV2447.heights in a crustal motion area.  The height is approximate in
 EV2447.relation to other heights in its vicinity.
 EV2447
 EV2447.The geoid height was determined by GEOID03.
 EV2447
 EV2447.The dynamic height is computed by dividing the NAVD 88
 EV2447.geopotential number by the normal gravity value computed on the
 EV2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2447.degrees latitude (g = 980.6199 gals.).
 EV2447
 EV2447.The modeled gravity was interpolated from observed gravity values.
 EV2447
 EV2447;                    North         East    Units  Estimated Accuracy
 EV2447;SPC CA 5     -   568,130.    2,008,530.      MT  (+/- 180 meters Scaled)
 EV2447
 EV2447                          SUPERSEDED SURVEY CONTROL
 EV2447
 EV2447  NGVD 29 (??/??/92)  158.072  (m)          518.61   (f) ADJ UNCH    1 1
 EV2447
 EV2447.Superseded values are not recommended for survey control.
 EV2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2447.See file dsdata.txt to determine how the superseded data were derived.
 EV2447
 EV2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT163751(NAD 83)
 EV2447_MARKER: DD = SURVEY DISK
 EV2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2447_SP_SET: CONCRETE POST
 EV2447_STAMPING: BM 11-26A 1958 5869
 EV2447_MARK LOGO: CA-037
 EV2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2447+STABILITY: SURFACE MOTION
 EV2447
 EV2447  HISTORY     - Date     Condition        Report By
 EV2447  HISTORY     - 1958     MONUMENTED       CA-037
 EV2447  HISTORY     - 1961     GOOD             NGS
 EV2447  HISTORY     - 1968     GOOD             CA-037
 EV2447  HISTORY     - 1978     GOOD             NGS
 EV2447  HISTORY     - 1983     GOOD             USGS
 EV2447  HISTORY     - 1984     GOOD             NGS
 EV2447  HISTORY     - 1985     GOOD             NGS
 EV2447  HISTORY     - 1986     GOOD             NGS
 EV2447
 EV2447                          STATION DESCRIPTION
 EV2447
 EV2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2447'AT AZUSA.
 EV2447'AT AZUSA, AT THE INTERSECTION OF GLADSTONE STREET AND AZUSA
 EV2447'AVENUE, 43 1/2 FEET EAST OF THE CENTER LINE OF AZUSA AVENUE,
 EV2447'84 1/2 FEET NORTH OF THE CENTER LINE OF THE STREET, 33 FEET
 EV2447'NORTHWEST OF THE WEST STEEL LEG OF A LARGE EDGEWOOD CENTER SIGN,
 EV2447'31 FEET NORTH OF A TRAFFIC LIGHT S 6522, 1.7 FEET EAST OF THE
 EV2447'EAST CURB OF AVENUE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 EV2447'WITH THE SIDEWALK.
 EV2447
 EV2447                          STATION RECOVERY (1968)
 EV2447
 EV2447'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EV2447'RECOVERED IN GOOD CONDITION.
 EV2447
 EV2447                          STATION RECOVERY (1978)
 EV2447
 EV2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2447'RECOVERED IN GOOD CONDITION.
 EV2447
 EV2447                          STATION RECOVERY (1983)
 EV2447
 EV2447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV2447'RECOVERED IN GOOD CONDITION.
 EV2447
 EV2447                          STATION RECOVERY (1984)
 EV2447
 EV2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV2447'RECOVERED IN GOOD CONDITION.
 EV2447
 EV2447                          STATION RECOVERY (1985)
 EV2447
 EV2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV2447'RECOVERED IN GOOD CONDITION.
 EV2447
 EV2447                          STATION RECOVERY (1986)
 EV2447
 EV2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2448 ***********************************************************************
 EV2448  DESIGNATION -  11 27 A
 EV2448  PID         -  EV2448
 EV2448  STATE/COUNTY-  CA/LOS ANGELES
 EV2448  USGS QUAD   -  BALDWIN PARK (1981)
 EV2448
 EV2448                         *CURRENT SURVEY CONTROL
 EV2448  ___________________________________________________________________
 EV2448* NAD 83(1986)-  34 06 51.     (N)    117 54 08.     (W)     SCALED    
 EV2448* NAVD 88     -       164.603  (meters)     540.03   (feet)  READJUSTED
 EV2448  ___________________________________________________________________
 EV2448  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EV2448  DYNAMIC HT  -         164.430 (meters)     539.47  (feet)  COMP
 EV2448  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 EV2448
 EV2448  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2448
 EV2448.The horizontal coordinates were scaled from a topographic map and have
 EV2448.an estimated accuracy of +/- 6 seconds.
 EV2448
 EV2448.The orthometric height was determined by differential leveling
 EV2448.and adjusted in February 1993.
 EV2448.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2448.distribution rate of 0.0 thru 1.0 mm/km.
 EV2448.The height was derived from older observations constrained to new
 EV2448.heights in a crustal motion area.  The height is approximate in
 EV2448.relation to other heights in its vicinity.
 EV2448.WARNING-Repeat measurements at this control monument indicate possible
 EV2448.vertical movement.
 EV2448
 EV2448.The geoid height was determined by GEOID03.
 EV2448
 EV2448.The dynamic height is computed by dividing the NAVD 88
 EV2448.geopotential number by the normal gravity value computed on the
 EV2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2448.degrees latitude (g = 980.6199 gals.).
 EV2448
 EV2448.The modeled gravity was interpolated from observed gravity values.
 EV2448
 EV2448;                    North         East    Units  Estimated Accuracy
 EV2448;SPC CA 5     -   568,130.    2,009,020.      MT  (+/- 180 meters Scaled)
 EV2448
 EV2448                          SUPERSEDED SURVEY CONTROL
 EV2448
 EV2448  NGVD 29 (??/??/92)  163.825  (m)          537.48   (f) ADJ UNCH    1 1
 EV2448
 EV2448.Superseded values are not recommended for survey control.
 EV2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2448.See file dsdata.txt to determine how the superseded data were derived.
 EV2448
 EV2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT167751(NAD 83)
 EV2448_MARKER: DD = SURVEY DISK
 EV2448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2448_SP_SET: CATCH BASIN
 EV2448_STAMPING: BM 11-27 A 1962 5869
 EV2448_MARK LOGO: CA-037
 EV2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2448
 EV2448  HISTORY     - Date     Condition        Report By
 EV2448  HISTORY     - 1962     MONUMENTED       CA-037
 EV2448  HISTORY     - 1971     GOOD             NGS
 EV2448  HISTORY     - 1978     GOOD             NGS
 EV2448  HISTORY     - 1983     GOOD             USGS
 EV2448  HISTORY     - 1984     GOOD             NGS
 EV2448  HISTORY     - 1985     GOOD             NGS
 EV2448  HISTORY     - 1986     GOOD             NGS
 EV2448
 EV2448                          STATION DESCRIPTION
 EV2448
 EV2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2448'AT AZUSA.
 EV2448'AT AZUSA, AT THE NORTHEAST CORNER OF THE JUNCTION OF GLADSTONE
 EV2448'STREET AND PASADENA AVENUE, IN THE TOP OF THE SOUTHEAST
 EV2448'CORNER OF THE CONCRETE FOUNDATION OF A CATCH BASIN ALONG THE
 EV2448'NORTH CURB OF THE STREET, 49 FEET EAST OF THE EAST CURB OF THE
 EV2448'AVENUE, 1.4 FEET NORTH OF THE NORTH CURB OF THE STREET, AND
 EV2448'ABOUT 1/2 FOOT HIGHER THAN THE STREET.  SECTION 2 ,T1S, R
 EV2448
 EV2448                          STATION RECOVERY (1978)
 EV2448
 EV2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2448'RECOVERED IN GOOD CONDITION.
 EV2448
 EV2448                          STATION RECOVERY (1983)
 EV2448
 EV2448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV2448'RECOVERED IN GOOD CONDITION.
 EV2448
 EV2448                          STATION RECOVERY (1984)
 EV2448
 EV2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV2448'RECOVERED IN GOOD CONDITION.
 EV2448
 EV2448                          STATION RECOVERY (1985)
 EV2448
 EV2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV2448'RECOVERED IN GOOD CONDITION.
 EV2448
 EV2448                          STATION RECOVERY (1986)
 EV2448
 EV2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9023 ***********************************************************************
 EV9023  DESIGNATION -  11 28
 EV9023  PID         -  EV9023
 EV9023  STATE/COUNTY-  CA/LOS ANGELES
 EV9023  USGS QUAD   -  BALDWIN PARK (1981)
 EV9023
 EV9023                         *CURRENT SURVEY CONTROL
 EV9023  ___________________________________________________________________
 EV9023* NAD 83(1986)-  34 06 51.     (N)    117 54 01.     (W)     SCALED    
 EV9023* NAVD 88     -       168.18   (+/-2cm)     551.8    (feet)  VERTCON   
 EV9023  ___________________________________________________________________
 EV9023  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EV9023  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9023
 EV9023.The horizontal coordinates were scaled from a topographic map and have
 EV9023.an estimated accuracy of +/- 6 seconds.
 EV9023
 EV9023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9023.The vertical order pertains to the NGVD 29 superseded value.
 EV9023
 EV9023.The geoid height was determined by GEOID03.
 EV9023
 EV9023;                    North         East    Units  Estimated Accuracy
 EV9023;SPC CA 5     -   568,130.    2,009,200.      MT  (+/- 180 meters Scaled)
 EV9023
 EV9023                          SUPERSEDED SURVEY CONTROL
 EV9023
 EV9023  NGVD 29 (??/??/92)  167.41   (m)          549.2    (f) COMPUTED    1 1
 EV9023
 EV9023.Superseded values are not recommended for survey control.
 EV9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9023.See file dsdata.txt to determine how the superseded data were derived.
 EV9023
 EV9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT169751(NAD 83)
 EV9023_MARKER: DD = SURVEY DISK
 EV9023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9023_SP_SET: WELL
 EV9023_STAMPING: LA CO RD 1950
 EV9023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9023
 EV9023  HISTORY     - Date     Condition        Report By
 EV9023  HISTORY     - 1950     MONUMENTED       CA-037
 EV9023  HISTORY     - 1974     GOOD             CA-037
 EV9023
 EV9023                          STATION DESCRIPTION
 EV9023
 EV9023'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9023'1.4 MI SE FROM AZUSA.
 EV9023'AT THE CENTERLINE INTERSECTION OF GLADSTONE STREET AND CERRITOS AVENUE
 EV9023'TO THE NORTH, SET ABOUT 8 INCHES BELOW THE SURFACE OF THE STREET IN A
 EV9023'WELL AND PROTECTED BY A CAST IRON COVER MARKED L.A. COUNTY ROAD DEPT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2453 ***********************************************************************
 EV2453  DESIGNATION -  11 29 B
 EV2453  PID         -  EV2453
 EV2453  STATE/COUNTY-  CA/LOS ANGELES
 EV2453  USGS QUAD   -  BALDWIN PARK (1981)
 EV2453
 EV2453                         *CURRENT SURVEY CONTROL
 EV2453  ___________________________________________________________________
 EV2453* NAD 83(1986)-  34 06 49.     (N)    117 53 23.     (W)     SCALED    
 EV2453* NAVD 88     -       179.63   (+/-2cm)     589.3    (feet)  VERTCON   
 EV2453  ___________________________________________________________________
 EV2453  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EV2453  VERT ORDER  -  THIRD (See Below)
 EV2453
 EV2453.The horizontal coordinates were scaled from a topographic map and have
 EV2453.an estimated accuracy of +/- 6 seconds.
 EV2453
 EV2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2453.The vertical order pertains to the NGVD 29 superseded value.
 EV2453
 EV2453.The geoid height was determined by GEOID03.
 EV2453
 EV2453;                    North         East    Units  Estimated Accuracy
 EV2453;SPC CA 5     -   568,070.    2,010,170.      MT  (+/- 180 meters Scaled)
 EV2453
 EV2453                          SUPERSEDED SURVEY CONTROL
 EV2453
 EV2453  NGVD 29 (??/??/??)  178.86   (m)          586.8    (f) RESET       3  
 EV2453
 EV2453.Superseded values are not recommended for survey control.
 EV2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2453.See file dsdata.txt to determine how the superseded data were derived.
 EV2453
 EV2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179751(NAD 83)
 EV2453_MARKER: DD = SURVEY DISK
 EV2453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2453_SP_SET: WELL
 EV2453_STAMPING: LA CO RD 1963
 EV2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2453
 EV2453  HISTORY     - Date     Condition        Report By
 EV2453  HISTORY     - 1963     MONUMENTED       CA-037
 EV2453  HISTORY     - 1968     GOOD             NGS
 EV2453
 EV2453                          STATION DESCRIPTION
 EV2453
 EV2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2453'1.7 MI SE FROM AZUSA.
 EV2453'AZUSA, 1.7 MI SE OF THE CITY HALL, GLADSTONE STREET AND CITRUS
 EV2453'AVENUE, AT THE CENTERLINE INTERSECTION, SET ABOUT 8 INCHES BELOW
 EV2453'THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EV2453'LA COUNTY ROAD DEPT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0935 ***********************************************************************
 DY0935  DESIGNATION -  11 29 C OF LB
 DY0935  PID         -  DY0935
 DY0935  STATE/COUNTY-  CA/ORANGE
 DY0935  USGS QUAD   -  SEAL BEACH (1981)
 DY0935
 DY0935                         *CURRENT SURVEY CONTROL
 DY0935  ___________________________________________________________________
 DY0935* NAD 83(1986)-  33 44 49.     (N)    118 06 45.     (W)     SCALED    
 DY0935* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 DY0935  ___________________________________________________________________
 DY0935  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY0935  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0935
 DY0935.The horizontal coordinates were scaled from a topographic map and have
 DY0935.an estimated accuracy of +/- 6 seconds.
 DY0935
 DY0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0935.The vertical order pertains to the NGVD 29 superseded value.
 DY0935
 DY0935.The geoid height was determined by GEOID03.
 DY0935
 DY0935;                    North         East    Units  Estimated Accuracy
 DY0935;SPC CA 6     -   676,800.    1,827,440.      MT  (+/- 180 meters Scaled)
 DY0935
 DY0935                          SUPERSEDED SURVEY CONTROL
 DY0935
 DY0935  NGVD 29 (??/??/92)    4.15   (m)           13.6    (f) COMPUTED    1 1
 DY0935
 DY0935.Superseded values are not recommended for survey control.
 DY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0935.See file dsdata.txt to determine how the superseded data were derived.
 DY0935
 DY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT969346(NAD 83)
 DY0935_MARKER: DD = SURVEY DISK
 DY0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0935_SP_SET: BRIDGE SIDEWALK
 DY0935_STAMPING: CLB BM 1129 1961 RE 3111
 DY0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0935
 DY0935  HISTORY     - Date     Condition        Report By
 DY0935  HISTORY     - 1961     MONUMENTED       CA1970
 DY0935  HISTORY     - 1965     GOOD             NGS
 DY0935  HISTORY     - 1968     GOOD             NGS
 DY0935  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DY0935
 DY0935                          STATION DESCRIPTION
 DY0935
 DY0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0935'AT SEAL BEACH.
 DY0935'AT THE WEST CITY LIMITS OF SEAL BEACH, CEMENTED IN A DRILL
 DY0935'HOLE IN THE SIDEWALK AT THE NORTHEAST SIDE OF THE MARINA DRIVE
 DY0935'BRIDGE OVER THE SAN GABRIEL RIVER, 27 FEET NORTHEAST OF THE
 DY0935'PAINTED CENTERLINE OF MARINA DRIVE, 10 FEET SOUTH OF LAMP POST
 DY0935'NO. M9, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE
 DY0935'AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN MARINA DRIVE.
 DY0935
 DY0935                          STATION RECOVERY (1968)
 DY0935
 DY0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DY0935'RECOVERED IN GOOD CONDITION.
 DY0935
 DY0935                          STATION RECOVERY (2007)
 DY0935
 DY0935'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0935'THE BRIDGE THAT THIS MARK WAS ON HAS INDEED BEEN REPLACED. THERE IS NO
 DY0935'LONGER A BENCHMARK ON THE SE CORNER AS DESCRIBED. THERE IS, HOWEVER, A
 DY0935'RESET MARK STAMPED CLB BM 1129 2006 ON THE SW CORNER OF THE BRIDGE.
 DY0935'THE ORIGINAL MARK WAS DESTROYED DURING THE BRIDGE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2769 ***********************************************************************
 EV2769  DESIGNATION -  11 34 A
 EV2769  PID         -  EV2769
 EV2769  STATE/COUNTY-  CA/LOS ANGELES
 EV2769  USGS QUAD   -  SAN DIMAS (1981)
 EV2769
 EV2769                         *CURRENT SURVEY CONTROL
 EV2769  ___________________________________________________________________
 EV2769* NAD 83(1986)-  34 06 50.     (N)    117 52 22.     (W)     SCALED    
 EV2769* NAVD 88     -       202.47   (+/-2cm)     664.3    (feet)  VERTCON   
 EV2769  ___________________________________________________________________
 EV2769  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EV2769  VERT ORDER  -  THIRD (See Below)
 EV2769
 EV2769.The horizontal coordinates were scaled from a topographic map and have
 EV2769.an estimated accuracy of +/- 6 seconds.
 EV2769
 EV2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2769.The vertical order pertains to the NGVD 29 superseded value.
 EV2769
 EV2769.The geoid height was determined by GEOID03.
 EV2769
 EV2769;                    North         East    Units  Estimated Accuracy
 EV2769;SPC CA 5     -   568,100.    2,011,740.      MT  (+/- 180 meters Scaled)
 EV2769
 EV2769                          SUPERSEDED SURVEY CONTROL
 EV2769
 EV2769  NGVD 29 (??/??/??)  201.69   (m)          661.7    (f) RESET       3  
 EV2769
 EV2769.Superseded values are not recommended for survey control.
 EV2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2769.See file dsdata.txt to determine how the superseded data were derived.
 EV2769
 EV2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195751(NAD 83)
 EV2769_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2769_STAMPING: BM 11-34 A 1965 5869
 EV2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2769+STABILITY: SURFACE MOTION
 EV2769
 EV2769  HISTORY     - Date     Condition        Report By
 EV2769  HISTORY     - 1965     MONUMENTED       CA-037
 EV2769  HISTORY     - 1968     GOOD             NGS
 EV2769
 EV2769                          STATION DESCRIPTION
 EV2769
 EV2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2769'1.5 MI SW FROM GLENDORA.
 EV2769'GLENDORA, 1.5 MI SW OF THE CITY HALL, GLADSTONE STREET AND
 EV2769'GRAND AVENUE, 52.7 FEET N OF THE CENTERLINE OF GLADSTONE STREET,
 EV2769'9.0 FEET E OF THE CENTERLINE OF GRAND AVENUE AND NEAR THE
 EV2769'SOUTH END OF THE MEDIAN STRIP NORTH OF THE INTERSECTION, SET
 EV2769'IN A CONCRETE POST FLUSH WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3380 ***********************************************************************
 EV3380  DESIGNATION -  11 35 B
 EV3380  PID         -  EV3380
 EV3380  STATE/COUNTY-  CA/LOS ANGELES
 EV3380  USGS QUAD   -  SAN DIMAS (1981)
 EV3380
 EV3380                         *CURRENT SURVEY CONTROL
 EV3380  ___________________________________________________________________
 EV3380* NAD 83(1986)-  34 06 50.     (N)    117 51 49.     (W)     SCALED    
 EV3380* NAVD 88     -       216.244  (meters)     709.46   (feet)  READJUSTED
 EV3380  ___________________________________________________________________
 EV3380  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EV3380  DYNAMIC HT  -         216.010 (meters)     708.69  (feet)  COMP
 EV3380  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 EV3380
 EV3380  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3380
 EV3380.The horizontal coordinates were scaled from a topographic map and have
 EV3380.an estimated accuracy of +/- 6 seconds.
 EV3380
 EV3380.The orthometric height was determined by differential leveling
 EV3380.and adjusted in February 1993.
 EV3380.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3380.distribution rate of 0.0 thru 1.0 mm/km.
 EV3380.The height was derived from older observations constrained to new
 EV3380.heights in a crustal motion area.  The height is approximate in
 EV3380.relation to other heights in its vicinity.
 EV3380
 EV3380.The geoid height was determined by GEOID03.
 EV3380
 EV3380.The dynamic height is computed by dividing the NAVD 88
 EV3380.geopotential number by the normal gravity value computed on the
 EV3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3380.degrees latitude (g = 980.6199 gals.).
 EV3380
 EV3380.The modeled gravity was interpolated from observed gravity values.
 EV3380
 EV3380;                    North         East    Units  Estimated Accuracy
 EV3380;SPC CA 5     -   568,110.    2,012,580.      MT  (+/- 180 meters Scaled)
 EV3380
 EV3380                          SUPERSEDED SURVEY CONTROL
 EV3380
 EV3380  NGVD 29 (??/??/92)  215.462  (m)          706.89   (f) ADJ UNCH    1 1
 EV3380
 EV3380.Superseded values are not recommended for survey control.
 EV3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3380.See file dsdata.txt to determine how the superseded data were derived.
 EV3380
 EV3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT203751(NAD 83)
 EV3380_MARKER: DB = BENCH MARK DISK
 EV3380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3380_SP_SET: CATCH BASIN
 EV3380_STAMPING: BM 11-35 B 1974 7078
 EV3380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3380
 EV3380  HISTORY     - Date     Condition        Report By
 EV3380  HISTORY     - 1974     MONUMENTED       CA-037
 EV3380  HISTORY     - 1978     GOOD             NGS
 EV3380
 EV3380                          STATION DESCRIPTION
 EV3380
 EV3380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3380'GLENDORA.
 EV3380'AT GLENDORA, AT THE NORTHEAST CORNER OF GLADSTONE AND GLENDORA, IN TOP
 EV3380'THE SOUTHWEST CORNER OF A 6 X 15 FT. CATCH BASIN, 37 FT. EAST THE EAST
 EV3380'CURB GLENDORA, 1.0 FT. NORTH THE NORTH CURB GLADSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2752 ***********************************************************************
 EV2752  DESIGNATION -  11 38
 EV2752  PID         -  EV2752
 EV2752  STATE/COUNTY-  CA/LOS ANGELES
 EV2752  USGS QUAD   -  SAN DIMAS (1981)
 EV2752
 EV2752                         *CURRENT SURVEY CONTROL
 EV2752  ___________________________________________________________________
 EV2752* NAD 83(1986)-  34 06 51.     (N)    117 50 46.     (W)     SCALED    
 EV2752* NAVD 88     -       243.49   (+/-2cm)     798.9    (feet)  VERTCON   
 EV2752  ___________________________________________________________________
 EV2752  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EV2752  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2752
 EV2752.The horizontal coordinates were scaled from a topographic map and have
 EV2752.an estimated accuracy of +/- 6 seconds.
 EV2752
 EV2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2752.The vertical order pertains to the NGVD 29 superseded value.
 EV2752
 EV2752.The geoid height was determined by GEOID03.
 EV2752
 EV2752;                    North         East    Units  Estimated Accuracy
 EV2752;SPC CA 5     -   568,140.    2,014,200.      MT  (+/- 180 meters Scaled)
 EV2752
 EV2752                          SUPERSEDED SURVEY CONTROL
 EV2752
 EV2752  NGVD 29 (??/??/92)  242.71   (m)          796.3    (f) COMPUTED    1 2
 EV2752
 EV2752.Superseded values are not recommended for survey control.
 EV2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2752.See file dsdata.txt to determine how the superseded data were derived.
 EV2752
 EV2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT219751(NAD 83)
 EV2752_MARKER: DD = SURVEY DISK
 EV2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2752_STAMPING: 11.38 RE 63
 EV2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2752+STABILITY: SURFACE MOTION
 EV2752
 EV2752  HISTORY     - Date     Condition        Report By
 EV2752  HISTORY     - UNK      MONUMENTED       CA-037
 EV2752  HISTORY     - 1961     GOOD             NGS
 EV2752  HISTORY     - 1968     MARK NOT FOUND   NGS
 EV2752
 EV2752                          STATION DESCRIPTION
 EV2752
 EV2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2752'0.6 MI E FROM GLENDORA.
 EV2752'0.6 MILE EAST ALONG GLADSTONE STREET FROM THE INTERSECTION OF
 EV2752'BONNIE COVE AVENUE, AT A POINT WHERE THE STREET JOGS NORTHWEST
 EV2752'AND CROSSES SAN DIMAS WASH, 200 FEET EAST OF THE CENTER OF THE
 EV2752'JUNCTION OF SUNFLOWER AVENUE, 10 FEET SOUTH OF THE CENTER LINE
 EV2752'OF THE STREET, 165 FEET SOUTHEAST OF THE SOUTH CORNER OF A BRIDGE
 EV2752'OVER THE WASH, 61 FEET SOUTHWEST OF POWER POLE 931976E, AND IN THE
 EV2752'TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND.  ACCESS TO
 EV2752'THE MARK IS THRU THE REMOVAL OF A MAN HOLE COVER MARKED COUNTY
 EV2752'SURVEYOR MONUMENT.
 EV2752
 EV2752                          STATION RECOVERY (1968)
 EV2752
 EV2752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EV2752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2753 ***********************************************************************
 EV2753  DESIGNATION -  11 38 A
 EV2753  PID         -  EV2753
 EV2753  STATE/COUNTY-  CA/LOS ANGELES
 EV2753  USGS QUAD   -  SAN DIMAS (1981)
 EV2753
 EV2753                         *CURRENT SURVEY CONTROL
 EV2753  ___________________________________________________________________
 EV2753* NAD 83(1986)-  34 06 50.     (N)    117 50 52.     (W)     SCALED    
 EV2753* NAVD 88     -       238.908  (meters)     783.82   (feet)  READJUSTED
 EV2753  ___________________________________________________________________
 EV2753  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EV2753  DYNAMIC HT  -         238.650 (meters)     782.97  (feet)  COMP
 EV2753  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 EV2753
 EV2753  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2753
 EV2753.The horizontal coordinates were scaled from a topographic map and have
 EV2753.an estimated accuracy of +/- 6 seconds.
 EV2753
 EV2753.The orthometric height was determined by differential leveling
 EV2753.and adjusted in February 1993.
 EV2753.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2753.distribution rate of 0.0 thru 1.0 mm/km.
 EV2753.The height was derived from older observations constrained to new
 EV2753.heights in a crustal motion area.  The height is approximate in
 EV2753.relation to other heights in its vicinity.
 EV2753
 EV2753.The geoid height was determined by GEOID03.
 EV2753
 EV2753.The dynamic height is computed by dividing the NAVD 88
 EV2753.geopotential number by the normal gravity value computed on the
 EV2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2753.degrees latitude (g = 980.6199 gals.).
 EV2753
 EV2753.The modeled gravity was interpolated from observed gravity values.
 EV2753
 EV2753;                    North         East    Units  Estimated Accuracy
 EV2753;SPC CA 5     -   568,110.    2,014,040.      MT  (+/- 180 meters Scaled)
 EV2753
 EV2753                          SUPERSEDED SURVEY CONTROL
 EV2753
 EV2753  NGVD 29 (??/??/92)  238.124  (m)          781.25   (f) ADJ UNCH    1 1
 EV2753
 EV2753.Superseded values are not recommended for survey control.
 EV2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2753.See file dsdata.txt to determine how the superseded data were derived.
 EV2753
 EV2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218751(NAD 83)
 EV2753_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2753_SP_SET: BRIDGE
 EV2753_STAMPING: BM 11-38 A 1968 5869
 EV2753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2753
 EV2753  HISTORY     - Date     Condition        Report By
 EV2753  HISTORY     - 1968     MONUMENTED       CA-037
 EV2753  HISTORY     - 1968     GOOD             NGS
 EV2753  HISTORY     - 1978     GOOD             NGS
 EV2753
 EV2753                          STATION DESCRIPTION
 EV2753
 EV2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2753'1.8 MI SE FROM GLENDORA.
 EV2753'GLENDORA, 1.8 MI SE OF THE CITY HALL, GLADSTONE STREET AT THE
 EV2753'SAN DIMAS WASH, ABOUT 450 FEET W OF SUNFLOWER AVENUE AND 50 FEET
 EV2753'E OF A PAVED ROAD TO THE NE, 37.5 FEET S OF THE CENTER LINE OF
 EV2753'GLADSTONE STREET.  SET IN THE SE CORNER OF THE BRIDGE AT THE E
 EV2753'END OF THE STEEL GUARD RAIL.
 EV2753
 EV2753                          STATION RECOVERY (1978)
 EV2753
 EV2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2775 ***********************************************************************
 EV2775  DESIGNATION -  11 42
 EV2775  PID         -  EV2775
 EV2775  STATE/COUNTY-  CA/LOS ANGELES
 EV2775  USGS QUAD   -  SAN DIMAS (1981)
 EV2775
 EV2775                         *CURRENT SURVEY CONTROL
 EV2775  ___________________________________________________________________
 EV2775* NAD 83(1986)-  34 06 50.     (N)    117 49 12.     (W)     SCALED    
 EV2775* NAVD 88     -       278.854  (meters)     914.87   (feet)  READJUSTED
 EV2775  ___________________________________________________________________
 EV2775  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EV2775  DYNAMIC HT  -         278.550 (meters)     913.88  (feet)  COMP
 EV2775  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 EV2775
 EV2775  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2775
 EV2775.The horizontal coordinates were scaled from a topographic map and have
 EV2775.an estimated accuracy of +/- 6 seconds.
 EV2775
 EV2775.The orthometric height was determined by differential leveling
 EV2775.and adjusted in February 1993.
 EV2775.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2775.distribution rate of 0.0 thru 1.0 mm/km.
 EV2775.The height was derived from older observations constrained to new
 EV2775.heights in a crustal motion area.  The height is approximate in
 EV2775.relation to other heights in its vicinity.
 EV2775
 EV2775.The geoid height was determined by GEOID03.
 EV2775
 EV2775.The dynamic height is computed by dividing the NAVD 88
 EV2775.geopotential number by the normal gravity value computed on the
 EV2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2775.degrees latitude (g = 980.6199 gals.).
 EV2775
 EV2775.The modeled gravity was interpolated from observed gravity values.
 EV2775
 EV2775;                    North         East    Units  Estimated Accuracy
 EV2775;SPC CA 5     -   568,110.    2,016,610.      MT  (+/- 180 meters Scaled)
 EV2775
 EV2775                          SUPERSEDED SURVEY CONTROL
 EV2775
 EV2775  NGVD 29 (??/??/92)  278.066  (m)          912.29   (f) ADJ UNCH    1 1
 EV2775
 EV2775.Superseded values are not recommended for survey control.
 EV2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2775.See file dsdata.txt to determine how the superseded data were derived.
 EV2775
 EV2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT243750(NAD 83)
 EV2775_MARKER: DD = SURVEY DISK
 EV2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2775_STAMPING: 11.42 1952
 EV2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2775+STABILITY: SURFACE MOTION
 EV2775
 EV2775  HISTORY     - Date     Condition        Report By
 EV2775  HISTORY     - 1952     MONUMENTED       CA-037
 EV2775  HISTORY     - 1961     GOOD             NGS
 EV2775  HISTORY     - 1968     GOOD             NGS
 EV2775  HISTORY     - 1978     GOOD             NGS
 EV2775
 EV2775                          STATION DESCRIPTION
 EV2775
 EV2775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2775'AT SAN DIMAS.
 EV2775'AT SAN DIMAS, AT THE INTERSECTION OF GLADSTONE STREET AND
 EV2775'PEARLANNA DRIVE, 11.2 FEET SOUTH OF THE CENTER LINE OF THE
 EV2775'STREET, 8.2 FEET WEST OF THE CENTER LINE OF THE DRIVE, AND
 EV2775'SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND.
 EV2775'ACCESS TO THE MARK IS THRU THE REMOVAL OF A MAN HOLE COVER
 EV2775'MARKED COUNTY SURVEYOR MONUMENT.
 EV2775
 EV2775                          STATION RECOVERY (1968)
 EV2775
 EV2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EV2775'RECOVERED IN GOOD CONDITION.
 EV2775
 EV2775                          STATION RECOVERY (1978)
 EV2775
 EV2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2775'ADD--0.3 MILE WEST OF H1327.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9021 ***********************************************************************
 EV9021  DESIGNATION -  11 45 A
 EV9021  PID         -  EV9021
 EV9021  STATE/COUNTY-  CA/LOS ANGELES
 EV9021  USGS QUAD   -  SAN DIMAS (1981)
 EV9021
 EV9021                         *CURRENT SURVEY CONTROL
 EV9021  ___________________________________________________________________
 EV9021* NAD 83(1986)-  34 07 11.     (N)    117 48 23.     (W)     SCALED    
 EV9021* NAVD 88     -       304.405  (meters)     998.70   (feet)  READJUSTED
 EV9021  ___________________________________________________________________
 EV9021  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EV9021  DYNAMIC HT  -         304.070 (meters)     997.60  (feet)  COMP
 EV9021  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 EV9021
 EV9021  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV9021
 EV9021.The horizontal coordinates were scaled from a topographic map and have
 EV9021.an estimated accuracy of +/- 6 seconds.
 EV9021
 EV9021.The orthometric height was determined by differential leveling
 EV9021.and adjusted in February 1993.
 EV9021.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV9021.distribution rate of 0.0 thru 1.0 mm/km.
 EV9021.The height was derived from older observations constrained to new
 EV9021.heights in a crustal motion area.  The height is approximate in
 EV9021.relation to other heights in its vicinity.
 EV9021
 EV9021.The geoid height was determined by GEOID03.
 EV9021
 EV9021.The dynamic height is computed by dividing the NAVD 88
 EV9021.geopotential number by the normal gravity value computed on the
 EV9021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9021.degrees latitude (g = 980.6199 gals.).
 EV9021
 EV9021.The modeled gravity was interpolated from observed gravity values.
 EV9021
 EV9021;                    North         East    Units  Estimated Accuracy
 EV9021;SPC CA 5     -   568,760.    2,017,860.      MT  (+/- 180 meters Scaled)
 EV9021
 EV9021                          SUPERSEDED SURVEY CONTROL
 EV9021
 EV9021  NGVD 29 (??/??/92)  303.614  (m)          996.11   (f) ADJ UNCH    1 1
 EV9021
 EV9021.Superseded values are not recommended for survey control.
 EV9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9021.See file dsdata.txt to determine how the superseded data were derived.
 EV9021
 EV9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT256757(NAD 83)
 EV9021_MARKER: DD = SURVEY DISK
 EV9021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9021_SP_SET: CONCRETE DRAIN
 EV9021_STAMPING: BM 11-45 A RE 7078
 EV9021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9021
 EV9021  HISTORY     - Date     Condition        Report By
 EV9021  HISTORY     - UNK      MONUMENTED       CA-037
 EV9021  HISTORY     - 1974     GOOD             CA-037
 EV9021  HISTORY     - 1978     GOOD             NGS
 EV9021
 EV9021                          STATION DESCRIPTION
 EV9021
 EV9021'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9021'0.8 MI N FROM SAN DIMAS.
 EV9021'SAN DIMAS AVENUE AND FOOTHILL FREEWAY AT THE SOUTHEAST CORNER, 67.6
 EV9021'FEET EAST OF CENTERLINE OF SAN DIMAS AVENUE AND 26.5 FEET SOUTH OF
 EV9021'FOOTHILL FREEWAY OVERPASS, 13.0 FEET EAST OF EAST CURB OF SAN DIMAS
 EV9021'AVENUE, SET IN TOP OF THE NORTH END OF A CONCRETE DRAIN STRUCTURE
 EV9021'ABOUT 2.5 FEET ABOVE CURB GRADE.
 EV9021
 EV9021                          STATION RECOVERY (1978)
 EV9021
 EV9021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV9021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2745 ***********************************************************************
 EV2745  DESIGNATION -  11 47 A
 EV2745  PID         -  EV2745
 EV2745  STATE/COUNTY-  CA/LOS ANGELES
 EV2745  USGS QUAD   -  SAN DIMAS (1981)
 EV2745
 EV2745                         *CURRENT SURVEY CONTROL
 EV2745  ___________________________________________________________________
 EV2745* NAD 83(1986)-  34 07 26.     (N)    117 48 10.     (W)     SCALED    
 EV2745* NAVD 88     -       312.284  (meters)    1024.55   (feet)  READJUSTED
 EV2745  ___________________________________________________________________
 EV2745  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 EV2745  DYNAMIC HT  -         311.940 (meters)    1023.42  (feet)  COMP
 EV2745  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 EV2745
 EV2745  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2745
 EV2745.The horizontal coordinates were scaled from a topographic map and have
 EV2745.an estimated accuracy of +/- 6 seconds.
 EV2745
 EV2745.The orthometric height was determined by differential leveling
 EV2745.and adjusted in February 1993.
 EV2745.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2745.distribution rate of 0.0 thru 1.0 mm/km.
 EV2745.The height was derived from older observations constrained to new
 EV2745.heights in a crustal motion area.  The height is approximate in
 EV2745.relation to other heights in its vicinity.
 EV2745
 EV2745.The geoid height was determined by GEOID03.
 EV2745
 EV2745.The dynamic height is computed by dividing the NAVD 88
 EV2745.geopotential number by the normal gravity value computed on the
 EV2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2745.degrees latitude (g = 980.6199 gals.).
 EV2745
 EV2745.The modeled gravity was interpolated from observed gravity values.
 EV2745
 EV2745;                    North         East    Units  Estimated Accuracy
 EV2745;SPC CA 5     -   569,220.    2,018,190.      MT  (+/- 180 meters Scaled)
 EV2745
 EV2745                          SUPERSEDED SURVEY CONTROL
 EV2745
 EV2745  NGVD 29 (??/??/92)  311.490  (m)         1021.95   (f) ADJ UNCH    1 1
 EV2745
 EV2745.Superseded values are not recommended for survey control.
 EV2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2745.See file dsdata.txt to determine how the superseded data were derived.
 EV2745
 EV2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT259761(NAD 83)
 EV2745_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2745_SP_SET: BRIDGE
 EV2745_STAMPING: BM 11-47 A 1962 5869
 EV2745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2745
 EV2745  HISTORY     - Date     Condition        Report By
 EV2745  HISTORY     - 1962     MONUMENTED       CA-037
 EV2745  HISTORY     - 1968     GOOD             NGS
 EV2745  HISTORY     - 1978     GOOD             NGS
 EV2745
 EV2745                          STATION DESCRIPTION
 EV2745
 EV2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2745'1.2 MI NE FROM SAN DIMAS.
 EV2745'SAN DIMAS, 1.2 MI NE OF THE CITY HALL, FOOTHILL BLVD AND WALNUT
 EV2745'AVENUE, AT THE NEW BRIDGE OVER SAN DIMAS WASH, SET IN THE NORTH
 EV2745'HEADWALL 3.0 FEET W OF THE E END OF THE BRIDGE.
 EV2745
 EV2745                          STATION RECOVERY (1978)
 EV2745
 EV2745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2744 ***********************************************************************
 EV2744  DESIGNATION -  11 49
 EV2744  PID         -  EV2744
 EV2744  STATE/COUNTY-  CA/LOS ANGELES
 EV2744  USGS QUAD   -  SAN DIMAS (1981)
 EV2744
 EV2744                         *CURRENT SURVEY CONTROL
 EV2744  ___________________________________________________________________
 EV2744* NAD 83(1986)-  34 07 16.     (N)    117 47 38.     (W)     SCALED    
 EV2744* NAVD 88     -       322.531  (meters)    1058.17   (feet)  READJUSTED
 EV2744  ___________________________________________________________________
 EV2744  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 EV2744  DYNAMIC HT  -         322.170 (meters)    1056.99  (feet)  COMP
 EV2744  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 EV2744
 EV2744  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2744
 EV2744.The horizontal coordinates were scaled from a topographic map and have
 EV2744.an estimated accuracy of +/- 6 seconds.
 EV2744
 EV2744.The orthometric height was determined by differential leveling
 EV2744.and adjusted in February 1993.
 EV2744.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2744.distribution rate of 0.0 thru 1.0 mm/km.
 EV2744.The height was derived from older observations constrained to new
 EV2744.heights in a crustal motion area.  The height is approximate in
 EV2744.relation to other heights in its vicinity.
 EV2744
 EV2744.The geoid height was determined by GEOID03.
 EV2744
 EV2744.The dynamic height is computed by dividing the NAVD 88
 EV2744.geopotential number by the normal gravity value computed on the
 EV2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2744.degrees latitude (g = 980.6199 gals.).
 EV2744
 EV2744.The modeled gravity was interpolated from observed gravity values.
 EV2744
 EV2744;                    North         East    Units  Estimated Accuracy
 EV2744;SPC CA 5     -   568,920.    2,019,010.      MT  (+/- 180 meters Scaled)
 EV2744
 EV2744                          SUPERSEDED SURVEY CONTROL
 EV2744
 EV2744  NGVD 29 (??/??/92)  321.736  (m)         1055.56   (f) ADJ UNCH    1 1
 EV2744
 EV2744.Superseded values are not recommended for survey control.
 EV2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2744.See file dsdata.txt to determine how the superseded data were derived.
 EV2744
 EV2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT267758(NAD 83)
 EV2744_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2744_SP_SET: WELL
 EV2744_STAMPING: BM 11-49 1952 63
 EV2744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2744
 EV2744  HISTORY     - Date     Condition        Report By
 EV2744  HISTORY     - 1952     MONUMENTED       CA-037
 EV2744  HISTORY     - 1968     GOOD             NGS
 EV2744  HISTORY     - 1978     GOOD             NGS
 EV2744
 EV2744                          STATION DESCRIPTION
 EV2744
 EV2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2744'1.3 MI NE FROM SAN DIMAS.
 EV2744'SAN DIMAS, 1.3 MI NE OF THE CITY HALL, BASE LINE ROAD AND SAN
 EV2744'DIMAS CANYON ROAD, 5.0 FEET N OF THE CENTERLINE OF BASE LINE
 EV2744'ROAD AND 5.0 FEET W OF THE CENTERLINE OF SAN DIMAS CANYON ROAD,
 EV2744'SET ABOUT 10 INCHES BELOW THE SURFACE OF THE STREET IN A WELL
 EV2744'AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EV2744'MONUMENT.
 EV2744
 EV2744                          STATION RECOVERY (1978)
 EV2744
 EV2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9019 ***********************************************************************
 EV9019  DESIGNATION -  11 50 A
 EV9019  PID         -  EV9019
 EV9019  STATE/COUNTY-  CA/LOS ANGELES
 EV9019  USGS QUAD   -  SAN DIMAS (1981)
 EV9019
 EV9019                         *CURRENT SURVEY CONTROL
 EV9019  ___________________________________________________________________
 EV9019* NAD 83(1986)-  34 07 18.     (N)    117 47 21.     (W)     SCALED    
 EV9019* NAVD 88     -       339.66   (+/-2cm)    1114.4    (feet)  VERTCON   
 EV9019  ___________________________________________________________________
 EV9019  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EV9019  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9019
 EV9019.The horizontal coordinates were scaled from a topographic map and have
 EV9019.an estimated accuracy of +/- 6 seconds.
 EV9019
 EV9019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9019.The vertical order pertains to the NGVD 29 superseded value.
 EV9019
 EV9019.The geoid height was determined by GEOID03.
 EV9019
 EV9019;                    North         East    Units  Estimated Accuracy
 EV9019;SPC CA 5     -   568,980.    2,019,450.      MT  (+/- 180 meters Scaled)
 EV9019
 EV9019                          SUPERSEDED SURVEY CONTROL
 EV9019
 EV9019  NGVD 29 (??/??/92)  338.87   (m)         1111.8    (f) COMPUTED    1 1
 EV9019
 EV9019.Superseded values are not recommended for survey control.
 EV9019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9019.See file dsdata.txt to determine how the superseded data were derived.
 EV9019
 EV9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT272759(NAD 83)
 EV9019_MARKER: DD = SURVEY DISK
 EV9019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9019_SP_SET: WELL
 EV9019_STAMPING: RE 5869
 EV9019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9019
 EV9019  HISTORY     - Date     Condition        Report By
 EV9019  HISTORY     - UNK      MONUMENTED       CA-037
 EV9019  HISTORY     - 1974     GOOD             CA-037
 EV9019
 EV9019                          STATION DESCRIPTION
 EV9019
 EV9019'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9019'1.8 MI NW FROM LA VERNE.
 EV9019'BASE LINE ROAD, NORTH OF FOOTHILL BOULEVARD AT THE CENTERLINE ANGLE
 EV9019'POINT, 69.0 FEET NORTH OF POWER POLE NUMBER 586616E, 89.7 FEET
 EV9019'SOUTHWEST OF POWER POLE NUMBER 646796E, 33.6 FEET NORTHWEST OF
 EV9019'TELEPHONE POLE NUMBER L.C. 5165 F.D.  DOWN 8 INCHES IN A WELL WITH A
 EV9019'CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2739 ***********************************************************************
 EV2739  DESIGNATION -  11 51
 EV2739  PID         -  EV2739
 EV2739  STATE/COUNTY-  CA/LOS ANGELES
 EV2739  USGS QUAD   -  SAN DIMAS (1981)
 EV2739
 EV2739                         *CURRENT SURVEY CONTROL
 EV2739  ___________________________________________________________________
 EV2739* NAD 83(1986)-  34 07 18.     (N)    117 47 08.     (W)     SCALED    
 EV2739* NAVD 88     -       345.979  (meters)    1135.10   (feet)  READJUSTED
 EV2739  ___________________________________________________________________
 EV2739  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 EV2739  DYNAMIC HT  -         345.590 (meters)    1133.82  (feet)  COMP
 EV2739  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 EV2739
 EV2739  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2739
 EV2739.The horizontal coordinates were scaled from a topographic map and have
 EV2739.an estimated accuracy of +/- 6 seconds.
 EV2739
 EV2739.The orthometric height was determined by differential leveling
 EV2739.and adjusted in February 1993.
 EV2739.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2739.distribution rate of 0.0 thru 1.0 mm/km.
 EV2739.The height was derived from older observations constrained to new
 EV2739.heights in a crustal motion area.  The height is approximate in
 EV2739.relation to other heights in its vicinity.
 EV2739
 EV2739.The geoid height was determined by GEOID03.
 EV2739
 EV2739.The dynamic height is computed by dividing the NAVD 88
 EV2739.geopotential number by the normal gravity value computed on the
 EV2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2739.degrees latitude (g = 980.6199 gals.).
 EV2739
 EV2739.The modeled gravity was interpolated from observed gravity values.
 EV2739
 EV2739;                    North         East    Units  Estimated Accuracy
 EV2739;SPC CA 5     -   568,980.    2,019,780.      MT  (+/- 180 meters Scaled)
 EV2739
 EV2739                          SUPERSEDED SURVEY CONTROL
 EV2739
 EV2739  NGVD 29 (??/??/92)  345.184  (m)         1132.49   (f) ADJ UNCH    1 1
 EV2739
 EV2739.Superseded values are not recommended for survey control.
 EV2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2739.See file dsdata.txt to determine how the superseded data were derived.
 EV2739
 EV2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT275759(NAD 83)
 EV2739_MARKER: DD = SURVEY DISK
 EV2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2739_STAMPING: 1151 1952
 EV2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2739+STABILITY: SURFACE MOTION
 EV2739
 EV2739  HISTORY     - Date     Condition        Report By
 EV2739  HISTORY     - 1952     MONUMENTED       CA-037
 EV2739  HISTORY     - 1961     GOOD             NGS
 EV2739  HISTORY     - 1975     GOOD             NGS
 EV2739  HISTORY     - 1978     GOOD             NGS
 EV2739
 EV2739                          STATION DESCRIPTION
 EV2739
 EV2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2739'0.4 MI E FROM LA VERNE.
 EV2739'0.45 MILE EAST ALONG BASE LINE ROAD FROM THE JUNCTION OF FOOTHILL
 EV2739'BOULEVARD AT LA VERNE, AT THE JUNCTION OF BUNNELL AVENUE NORTH,
 EV2739'7.3 FEET NORTHEAST OF B.M. R 9 W (LACO), 4.8 FEET NORTH OF THE
 EV2739'CENTER LINE OF THE ROAD, 16.4 FEET EAST OF THE CENTER LINE OF
 EV2739'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 EV2739'UNDER GROUND.  ACCESS TO THE MARK IS THRU REMOVAL OF A MAN HOLE
 EV2739'COVER MARKED COUNTY SURVEYOR MONUMENT.
 EV2739
 EV2739                          STATION RECOVERY (1975)
 EV2739
 EV2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EV2739'RECOVERED IN GOOD CONDITION.
 EV2739
 EV2739                          STATION RECOVERY (1978)
 EV2739
 EV2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2738 ***********************************************************************
 EV2738  DESIGNATION -  11 52
 EV2738  PID         -  EV2738
 EV2738  STATE/COUNTY-  CA/LOS ANGELES
 EV2738  USGS QUAD   -  SAN DIMAS (1981)
 EV2738
 EV2738                         *CURRENT SURVEY CONTROL
 EV2738  ___________________________________________________________________
 EV2738* NAD 83(1986)-  34 07 18.     (N)    117 46 40.     (W)     SCALED    
 EV2738* NAVD 88     -       354.440  (meters)    1162.86   (feet)  ADJUSTED  
 EV2738  ___________________________________________________________________
 EV2738  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EV2738  DYNAMIC HT  -         354.046 (meters)    1161.57  (feet)  COMP
 EV2738  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 EV2738
 EV2738  VERT ORDER  -  FIRST     CLASS I
 EV2738
 EV2738.The horizontal coordinates were scaled from a topographic map and have
 EV2738.an estimated accuracy of +/- 6 seconds.
 EV2738
 EV2738.The orthometric height was determined by differential leveling
 EV2738.and adjusted in June 1991.
 EV2738
 EV2738.The geoid height was determined by GEOID03.
 EV2738
 EV2738.The dynamic height is computed by dividing the NAVD 88
 EV2738.geopotential number by the normal gravity value computed on the
 EV2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2738.degrees latitude (g = 980.6199 gals.).
 EV2738
 EV2738.The modeled gravity was interpolated from observed gravity values.
 EV2738
 EV2738;                    North         East    Units  Estimated Accuracy
 EV2738;SPC CA 5     -   568,980.    2,020,500.      MT  (+/- 180 meters Scaled)
 EV2738
 EV2738                          SUPERSEDED SURVEY CONTROL
 EV2738
 EV2738  NGVD 29 (??/??/92)  353.646  (m)         1160.25   (f) ADJ UNCH    1 1
 EV2738
 EV2738.Superseded values are not recommended for survey control.
 EV2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2738.See file dsdata.txt to determine how the superseded data were derived.
 EV2738
 EV2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT282759(NAD 83)
 EV2738_MARKER: DD = SURVEY DISK
 EV2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2738_SP_SET: CONCRETE POST
 EV2738_STAMPING: 11 52 1952
 EV2738_MARK LOGO: CA-037
 EV2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2738+STABILITY: SURFACE MOTION
 EV2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2738+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 EV2738
 EV2738  HISTORY     - Date     Condition        Report By
 EV2738  HISTORY     - 1952     MONUMENTED       CA-037
 EV2738  HISTORY     - 1961     GOOD             NGS
 EV2738  HISTORY     - 1975     GOOD             NGS
 EV2738  HISTORY     - 1978     GOOD             NGS
 EV2738  HISTORY     - 19890428 GOOD             NGS
 EV2738  HISTORY     - 19940927 GOOD             MWDSC
 EV2738
 EV2738                          STATION DESCRIPTION
 EV2738
 EV2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2738'0.8 MI E FROM LA VERNE.
 EV2738'0.75 MILE EAST ALONG BASE LINE ROAD FROM THE JUNCTION OF FOOTHILL
 EV2738'BOULEVARD AT LA VERNE, AT THE INTERSECTION OF WHEELER AND LA
 EV2738'VERNE ROAD.  14.4 FEET SOUTHWEST OF B.M. R E 5869(LACO), 9.7
 EV2738'FEET SOUTH OF THE CENTER LINE OF BASE LINE ROAD, 10.6 FEET WEST
 EV2738'OF THE CENTER LINE OF WHEELER AND LA VERNE ROAD, AND SET IN
 EV2738'THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND.  ACCESS
 EV2738'TO THE MARK IS THRU THE REMOVAL OF A MAN HOLE COVER MARKED
 EV2738'COUNTY SURVEYOR MONUMENT.
 EV2738
 EV2738                          STATION RECOVERY (1975)
 EV2738
 EV2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EV2738'RECOVERED IN GOOD CONDITION.
 EV2738
 EV2738                          STATION RECOVERY (1978)
 EV2738
 EV2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2738'RECOVERED IN GOOD CONDITION.
 EV2738
 EV2738                          STATION RECOVERY (1989)
 EV2738
 EV2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV2738'RECOVERED IN GOOD CONDITION.
 EV2738
 EV2738                          STATION RECOVERY (1994)
 EV2738
 EV2738'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EV2738'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4531 01 XXX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2733 ***********************************************************************
 EV2733  DESIGNATION -  11 54
 EV2733  PID         -  EV2733
 EV2733  STATE/COUNTY-  CA/LOS ANGELES
 EV2733  USGS QUAD   -  SAN DIMAS (1981)
 EV2733
 EV2733                         *CURRENT SURVEY CONTROL
 EV2733  ___________________________________________________________________
 EV2733* NAD 83(1986)-  34 07 18.     (N)    117 46 04.     (W)     SCALED    
 EV2733* NAVD 88     -       355.128  (meters)    1165.12   (feet)  READJUSTED
 EV2733  ___________________________________________________________________
 EV2733  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EV2733  DYNAMIC HT  -         354.730 (meters)    1163.81  (feet)  COMP
 EV2733  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EV2733
 EV2733  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2733
 EV2733.The horizontal coordinates were scaled from a topographic map and have
 EV2733.an estimated accuracy of +/- 6 seconds.
 EV2733
 EV2733.The orthometric height was determined by differential leveling
 EV2733.and adjusted in February 1993.
 EV2733.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2733.distribution rate of 0.0 thru 1.0 mm/km.
 EV2733.The height was derived from older observations constrained to new
 EV2733.heights in a crustal motion area.  The height is approximate in
 EV2733.relation to other heights in its vicinity.
 EV2733
 EV2733.The geoid height was determined by GEOID03.
 EV2733
 EV2733.The dynamic height is computed by dividing the NAVD 88
 EV2733.geopotential number by the normal gravity value computed on the
 EV2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2733.degrees latitude (g = 980.6199 gals.).
 EV2733
 EV2733.The modeled gravity was interpolated from observed gravity values.
 EV2733
 EV2733;                    North         East    Units  Estimated Accuracy
 EV2733;SPC CA 5     -   568,980.    2,021,420.      MT  (+/- 180 meters Scaled)
 EV2733
 EV2733                          SUPERSEDED SURVEY CONTROL
 EV2733
 EV2733  NGVD 29 (??/??/92)  354.333  (m)         1162.51   (f) ADJ UNCH    1 1
 EV2733
 EV2733.Superseded values are not recommended for survey control.
 EV2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2733.See file dsdata.txt to determine how the superseded data were derived.
 EV2733
 EV2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT291759(NAD 83)
 EV2733_MARKER: DD = SURVEY DISK
 EV2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2733_STAMPING: 1154 1952 R E 63
 EV2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2733+STABILITY: SURFACE MOTION
 EV2733
 EV2733  HISTORY     - Date     Condition        Report By
 EV2733  HISTORY     - 1952     MONUMENTED       CA-037
 EV2733  HISTORY     - 1961     GOOD             NGS
 EV2733  HISTORY     - 1968     GOOD             CA-037
 EV2733  HISTORY     - 1978     GOOD             NGS
 EV2733  HISTORY     - 19890426 MARK NOT FOUND   NGS
 EV2733
 EV2733                          STATION DESCRIPTION
 EV2733
 EV2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2733'1.2 MI E FROM LA VERNE.
 EV2733'1.25 MILES EAST ALONG BASE LINE ROAD FROM THE JUNCTION OF
 EV2733'FOOTHILL BOULEVARD AT LA VERNE, AT THE INTERSECTION OF EMERALD
 EV2733'AVENUE, 7.1 FEET SOUTHWEST OF B.M. R9W (LACO), 5.0 FEET SOUTH
 EV2733'OF THE CENTER LINE OF THE ROAD, 5.6 FEET WEST OF THE CENTER
 EV2733'LINE OF THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 EV2733'1 FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE REMOVAL
 EV2733'OF A MAN HOLE COVER MARKED COUNTY SURVEYOR MONUMENT.
 EV2733
 EV2733                          STATION RECOVERY (1968)
 EV2733
 EV2733'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EV2733'RECOVERED IN GOOD CONDITION.
 EV2733
 EV2733                          STATION RECOVERY (1978)
 EV2733
 EV2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2733'RECOVERED IN GOOD CONDITION.
 EV2733
 EV2733                          STATION RECOVERY (1989)
 EV2733
 EV2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV2733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3193 ***********************************************************************
 EV3193  DESIGNATION -  11 56 A
 EV3193  PID         -  EV3193
 EV3193  STATE/COUNTY-  CA/LOS ANGELES
 EV3193  USGS QUAD   -  SAN DIMAS (1981)
 EV3193
 EV3193                         *CURRENT SURVEY CONTROL
 EV3193  ___________________________________________________________________
 EV3193* NAD 83(1986)-  34 07 03.     (N)    117 45 03.     (W)     SCALED    
 EV3193* NAVD 88     -       389.34   (+/-2cm)    1277.4    (feet)  VERTCON   
 EV3193  ___________________________________________________________________
 EV3193  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EV3193  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3193
 EV3193.The horizontal coordinates were scaled from a topographic map and have
 EV3193.an estimated accuracy of +/- 6 seconds.
 EV3193
 EV3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3193.The vertical order pertains to the NGVD 29 superseded value.
 EV3193
 EV3193.The geoid height was determined by GEOID03.
 EV3193
 EV3193;                    North         East    Units  Estimated Accuracy
 EV3193;SPC CA 5     -   568,530.    2,022,990.      MT  (+/- 180 meters Scaled)
 EV3193
 EV3193                          SUPERSEDED SURVEY CONTROL
 EV3193
 EV3193  NGVD 29 (??/??/92)  388.55   (m)         1274.8    (f) COMPUTED    1 1
 EV3193
 EV3193.Superseded values are not recommended for survey control.
 EV3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3193.See file dsdata.txt to determine how the superseded data were derived.
 EV3193
 EV3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT307754(NAD 83)
 EV3193_MARKER: DD = SURVEY DISK
 EV3193_SETTING: 0 = UNSPECIFIED SETTING
 EV3193_STAMPING: RE 5869
 EV3193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3193
 EV3193  HISTORY     - Date     Condition        Report By
 EV3193  HISTORY     - UNK      MONUMENTED       CA-037
 EV3193  HISTORY     - 1974     GOOD             CA-037
 EV3193
 EV3193                          STATION DESCRIPTION
 EV3193
 EV3193'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV3193'1.5 MI NE FROM LA VERNE.
 EV3193'BASE LINE ROAD AND WILLIAMS AVENUE, PROBABLE CENTERLINE INTERSECTION,
 EV3193'6.5 FEET SOUTH OF THE CENTER OF PAVEMENT, 21.7 FEET SOUTH OF SOUTHERLY
 EV3193'END OF A ROCK WALL TO THE NORTH, 37.7 FEET SOUTHWEST OF THE CORNER OF
 EV3193'ROCK AND CONCRETE WALL TO THE NORTHEAST.  SET ABOUT 8 INCHES DEEP
 EV3193'UNDER A COAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3100 ***********************************************************************
 EV3100  DESIGNATION -  11 57
 EV3100  PID         -  EV3100
 EV3100  STATE/COUNTY-  CA/LOS ANGELES
 EV3100  USGS QUAD   -  ONTARIO (1981)
 EV3100
 EV3100                         *CURRENT SURVEY CONTROL
 EV3100  ___________________________________________________________________
 EV3100* NAD 83(1986)-  34 07 14.     (N)    117 45 02.     (W)     SCALED    
 EV3100* NAVD 88     -       389.38   (+/-2cm)    1277.5    (feet)  VERTCON   
 EV3100  ___________________________________________________________________
 EV3100  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 EV3100  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3100
 EV3100.The horizontal coordinates were scaled from a topographic map and have
 EV3100.an estimated accuracy of +/- 6 seconds.
 EV3100
 EV3100.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3100.The vertical order pertains to the NGVD 29 superseded value.
 EV3100
 EV3100.The geoid height was determined by GEOID03.
 EV3100
 EV3100;                    North         East    Units  Estimated Accuracy
 EV3100;SPC CA 5     -   568,860.    2,023,010.      MT  (+/- 180 meters Scaled)
 EV3100
 EV3100                          SUPERSEDED SURVEY CONTROL
 EV3100
 EV3100  NGVD 29 (??/??/92)  388.59   (m)         1274.9    (f) COMPUTED    1 1
 EV3100
 EV3100.Superseded values are not recommended for survey control.
 EV3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3100.See file dsdata.txt to determine how the superseded data were derived.
 EV3100
 EV3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT307757(NAD 83)
 EV3100_MARKER: DD = SURVEY DISK
 EV3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3100_STAMPING: 11.57 R E 63
 EV3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3100+STABILITY: SURFACE MOTION
 EV3100
 EV3100  HISTORY     - Date     Condition        Report By
 EV3100  HISTORY     - UNK      MONUMENTED       CA-037
 EV3100  HISTORY     - 1961     GOOD             NGS
 EV3100  HISTORY     - 1968     GOOD             CA-037
 EV3100
 EV3100                          STATION DESCRIPTION
 EV3100
 EV3100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV3100'2.3 MI E FROM LA VERNE.
 EV3100'2.3 MILES EAST ALONG BASE LINE ROAD FROM THE JUNCTION OF FOOTHILL
 EV3100'BOULEVARD AT LA VERNE, 2.85 MILES NORTHWEST OF CLAREMONT, AT
 EV3100'THE JUNCTION OF WILLIAMS AVENUE, 1.0 FOOT NORTH OF THE CENTER
 EV3100'LINE OF THE ROAD, 5 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 EV3100'AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND.
 EV3100'ACCESS TO THE MARK IS THRU THE REMOVAL OF A MAN HOLE COVER
 EV3100'MARKED COUNTY SURVEYOR MONUMENT.
 EV3100
 EV3100                          STATION RECOVERY (1968)
 EV3100
 EV3100'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EV3100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3098 ***********************************************************************
 EV3098  DESIGNATION -  11 57 A
 EV3098  PID         -  EV3098
 EV3098  STATE/COUNTY-  CA/LOS ANGELES
 EV3098  USGS QUAD   -  SAN DIMAS (1981)
 EV3098
 EV3098                         *CURRENT SURVEY CONTROL
 EV3098  ___________________________________________________________________
 EV3098* NAD 83(1986)-  34 07 04.     (N)    117 45 03.     (W)     SCALED    
 EV3098* NAVD 88     -       384.231  (meters)    1260.60   (feet)  READJUSTED
 EV3098  ___________________________________________________________________
 EV3098  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EV3098  DYNAMIC HT  -         383.800 (meters)    1259.18  (feet)  COMP
 EV3098  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 EV3098
 EV3098  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3098
 EV3098.The horizontal coordinates were scaled from a topographic map and have
 EV3098.an estimated accuracy of +/- 6 seconds.
 EV3098
 EV3098.The orthometric height was determined by differential leveling
 EV3098.and adjusted in February 1993.
 EV3098.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3098.distribution rate of 0.0 thru 1.0 mm/km.
 EV3098.The height was derived from older observations constrained to new
 EV3098.heights in a crustal motion area.  The height is approximate in
 EV3098.relation to other heights in its vicinity.
 EV3098
 EV3098.The geoid height was determined by GEOID03.
 EV3098
 EV3098.The dynamic height is computed by dividing the NAVD 88
 EV3098.geopotential number by the normal gravity value computed on the
 EV3098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3098.degrees latitude (g = 980.6199 gals.).
 EV3098
 EV3098.The modeled gravity was interpolated from observed gravity values.
 EV3098
 EV3098;                    North         East    Units  Estimated Accuracy
 EV3098;SPC CA 5     -   568,560.    2,022,990.      MT  (+/- 180 meters Scaled)
 EV3098
 EV3098                          SUPERSEDED SURVEY CONTROL
 EV3098
 EV3098  NGVD 29 (??/??/92)  383.434  (m)         1257.98   (f) ADJ UNCH    1 1
 EV3098
 EV3098.Superseded values are not recommended for survey control.
 EV3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3098.See file dsdata.txt to determine how the superseded data were derived.
 EV3098
 EV3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT307754(NAD 83)
 EV3098_MARKER: N = NAIL
 EV3098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3098_SP_SET: BRIDGE
 EV3098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3098
 EV3098  HISTORY     - Date     Condition        Report By
 EV3098  HISTORY     - UNK      MONUMENTED       CA-037
 EV3098  HISTORY     - 1968     GOOD             NGS
 EV3098  HISTORY     - 1978     GOOD             NGS
 EV3098
 EV3098                          STATION DESCRIPTION
 EV3098
 EV3098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3098'1.4 MI NE FROM LA VERNE.
 EV3098'1.4 MI NE OF THE LA VERNE CITY HALL, WILLIAMS AVENUE AND BOWDORN
 EV3098'STREET, 46.0 FEET S OF THE CENTERLINE OF BOWDORN STREET, SET IN
 EV3098'THE TOP OF THE SW WINGWALL OF BRIDGE NO 53-94 OVER THE FLOOD
 EV3098'CONTROL CHANNEL.
 EV3098
 EV3098                          STATION RECOVERY (1978)
 EV3098
 EV3098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3097 ***********************************************************************
 EV3097  DESIGNATION -  11 59
 EV3097  PID         -  EV3097
 EV3097  STATE/COUNTY-  CA/LOS ANGELES
 EV3097  USGS QUAD   -  ONTARIO (1981)
 EV3097
 EV3097                         *CURRENT SURVEY CONTROL
 EV3097  ___________________________________________________________________
 EV3097* NAD 83(1986)-  34 07 17.     (N)    117 44 36.     (W)     SCALED    
 EV3097* NAVD 88     -       408.30   (+/-2cm)    1339.6    (feet)  VERTCON   
 EV3097  ___________________________________________________________________
 EV3097  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 EV3097  VERT ORDER  -  THIRD (See Below)
 EV3097
 EV3097.The horizontal coordinates were scaled from a topographic map and have
 EV3097.an estimated accuracy of +/- 6 seconds.
 EV3097
 EV3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3097.The vertical order pertains to the NGVD 29 superseded value.
 EV3097
 EV3097.The geoid height was determined by GEOID03.
 EV3097
 EV3097;                    North         East    Units  Estimated Accuracy
 EV3097;SPC CA 5     -   568,960.    2,023,680.      MT  (+/- 180 meters Scaled)
 EV3097
 EV3097                          SUPERSEDED SURVEY CONTROL
 EV3097
 EV3097  NGVD 29 (??/??/??)  407.50   (m)         1336.9    (f) RESET       3  
 EV3097
 EV3097.Superseded values are not recommended for survey control.
 EV3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3097.See file dsdata.txt to determine how the superseded data were derived.
 EV3097
 EV3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT314758(NAD 83)
 EV3097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV3097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3097_SP_SET: WALL
 EV3097_STAMPING: BM 11-59 1952 63
 EV3097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3097
 EV3097  HISTORY     - Date     Condition        Report By
 EV3097  HISTORY     - 1952     MONUMENTED       CA-037
 EV3097  HISTORY     - 1968     GOOD             NGS
 EV3097
 EV3097                          STATION DESCRIPTION
 EV3097
 EV3097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3097'1.9 MI NE FROM LA VERNE.
 EV3097'1.9 MI NE OF THE LA VERNE CITY HALL, BASE LINE ROAD AND LIVE
 EV3097'OAK DRIVE, 9.5 FEET W OF THE CENTERLINE OF LIVE OAK DRIVE AND
 EV3097'8.0 FEET N OF THE CENTERLINE OF BASE LINE ROAD, SET ABOUT 10
 EV3097'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON
 EV3097'COVER MARKED COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9035 ***********************************************************************
 EV9035  DESIGNATION -  11 59 B
 EV9035  PID         -  EV9035
 EV9035  STATE/COUNTY-  CA/LOS ANGELES
 EV9035  USGS QUAD   -  ONTARIO (1981)
 EV9035
 EV9035                         *CURRENT SURVEY CONTROL
 EV9035  ___________________________________________________________________
 EV9035* NAD 83(1986)-  34 07 17.     (N)    117 44 19.     (W)     SCALED    
 EV9035* NAVD 88     -       393.26   (+/-2cm)    1290.2    (feet)  VERTCON   
 EV9035  ___________________________________________________________________
 EV9035  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 EV9035  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9035
 EV9035.The horizontal coordinates were scaled from a topographic map and have
 EV9035.an estimated accuracy of +/- 6 seconds.
 EV9035
 EV9035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9035.The vertical order pertains to the NGVD 29 superseded value.
 EV9035
 EV9035.The geoid height was determined by GEOID03.
 EV9035
 EV9035;                    North         East    Units  Estimated Accuracy
 EV9035;SPC CA 5     -   568,960.    2,024,110.      MT  (+/- 180 meters Scaled)
 EV9035
 EV9035                          SUPERSEDED SURVEY CONTROL
 EV9035
 EV9035  NGVD 29 (??/??/92)  392.47   (m)         1287.6    (f) COMPUTED    1 1
 EV9035
 EV9035.Superseded values are not recommended for survey control.
 EV9035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9035.See file dsdata.txt to determine how the superseded data were derived.
 EV9035
 EV9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT318758(NAD 83)
 EV9035_MARKER: DD = SURVEY DISK
 EV9035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9035_SP_SET: INLET BOX
 EV9035_STAMPING: BM 11-59B RE 7078
 EV9035
 EV9035  HISTORY     - Date     Condition        Report By
 EV9035  HISTORY     - UNK      MONUMENTED       CA-037
 EV9035  HISTORY     - 1974     GOOD             CA-037
 EV9035  HISTORY     - 20030215 POOR             INDIV
 EV9035
 EV9035                          STATION DESCRIPTION
 EV9035
 EV9035'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9035'2.2 MI SW FROM CLAREMONT.
 EV9035'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BASELINE ROAD AND
 EV9035'SUMNER AVENUE.  ON THE EAST WALL OF THE FLOOD CONTROL CHANNEL, SET IN
 EV9035'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE CHANNEL INLET BOX, 1.0
 EV9035'FOOT NORTHEAST OF THE FENCE CORNER POST.  75.5 FEET SOUTH OF BASELINE
 EV9035'ROAD CENTERLINE AND 33.7 FEET WESTERLY OF SUMNER AVENUE CENTERLINE.
 EV9035
 EV9035                          STATION RECOVERY (2003)
 EV9035
 EV9035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PM)
 EV9035'I HAVE DIGITAL PICTURES OF WHERE THE MARK SHOULD BE, BUT IT
 EV9035'APPEARS TO HAVE BEEN PULLED OUT OF THE WALL AND IS LYING ON THE
 EV9035'GROUND BELOW WHERE THE MARK SHOULD BE.  FENCE PREVENTED ME
 EV9035'FROM VERIFYING WHETHER THE ITEM ON THE GROUND IS ACTUALLY THE
 EV9035'MARK.  MAJOR CHANGES TO THE AREA INCLUDE THE WIDENING OF
 EV9035'BASELINE AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3084 ***********************************************************************
 EV3084  DESIGNATION -  11 66 A
 EV3084  PID         -  EV3084
 EV3084  STATE/COUNTY-  CA/LOS ANGELES
 EV3084  USGS QUAD   -  ONTARIO (1981)
 EV3084
 EV3084                         *CURRENT SURVEY CONTROL
 EV3084  ___________________________________________________________________
 EV3084* NAD 83(1986)-  34 07 17.     (N)    117 41 36.     (W)     SCALED    
 EV3084* NAVD 88     -       468.39   (+/-2cm)    1536.7    (feet)  VERTCON   
 EV3084  ___________________________________________________________________
 EV3084  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EV3084  VERT ORDER  -  THIRD (See Below)
 EV3084
 EV3084.The horizontal coordinates were scaled from a topographic map and have
 EV3084.an estimated accuracy of +/- 6 seconds.
 EV3084
 EV3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3084.The vertical order pertains to the NGVD 29 superseded value.
 EV3084
 EV3084.The geoid height was determined by GEOID03.
 EV3084
 EV3084;                    North         East    Units  Estimated Accuracy
 EV3084;SPC CA 5     -   568,970.    2,028,290.      MT  (+/- 180 meters Scaled)
 EV3084
 EV3084                          SUPERSEDED SURVEY CONTROL
 EV3084
 EV3084  NGVD 29 (??/??/??)  467.59   (m)         1534.1    (f) RESET       3  
 EV3084
 EV3084.Superseded values are not recommended for survey control.
 EV3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3084.See file dsdata.txt to determine how the superseded data were derived.
 EV3084
 EV3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT360758(NAD 83)
 EV3084_MARKER: DD = SURVEY DISK
 EV3084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3084_SP_SET: CULVERT
 EV3084_STAMPING: 5869
 EV3084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3084
 EV3084  HISTORY     - Date     Condition        Report By
 EV3084  HISTORY     - UNK      MONUMENTED       CA-037
 EV3084  HISTORY     - 1968     GOOD             NGS
 EV3084
 EV3084                          STATION DESCRIPTION
 EV3084
 EV3084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3084'1.9 MI NE FROM CLAREMONT.
 EV3084'LOS ANGELES-SAN BERNARDINO COUNTY LINE, 1.9 MI NE OF THE
 EV3084'CLAREMONT CITY HALL, BASE LINE ROAD AT THE LOS ANGELES-SAN
 EV3084'BERNARDINO COUNTY LINE, ABOUT 210 FEET E OF THE CENTER OF
 EV3084'BRIDGE NO 53-140, 60.5 FEET SW OF THE W END OF A CONCRETE
 EV3084'CULVERT HEADWALL ON THE NORTH SIDE OF THE ROAD AND 14.4 FEET
 EV3084'N OF THE S EDGE AND 9.9 FEET S OF THE N EDGE OF THE ROAD
 EV3084'PAVEMENT.  SET ABOUT 10 INCHES BELOW THE SURFACE IN A WELL AND
 EV3084'PROTECTED BY A CAST IRON COVER MARKED COUNTY ENGINEER MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9012 ***********************************************************************
 EV9012  DESIGNATION -  11 66 B
 EV9012  PID         -  EV9012
 EV9012  STATE/COUNTY-  CA/LOS ANGELES
 EV9012  USGS QUAD   -  ONTARIO (1981)
 EV9012
 EV9012                         *CURRENT SURVEY CONTROL
 EV9012  ___________________________________________________________________
 EV9012* NAD 83(1986)-  34 07 19.     (N)    117 41 39.     (W)     SCALED    
 EV9012* NAVD 88     -       468.93   (+/-2cm)    1538.5    (feet)  VERTCON   
 EV9012  ___________________________________________________________________
 EV9012  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EV9012  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9012
 EV9012.The horizontal coordinates were scaled from a topographic map and have
 EV9012.an estimated accuracy of +/- 6 seconds.
 EV9012
 EV9012.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9012.The vertical order pertains to the NGVD 29 superseded value.
 EV9012
 EV9012.The geoid height was determined by GEOID03.
 EV9012
 EV9012;                    North         East    Units  Estimated Accuracy
 EV9012;SPC CA 5     -   569,030.    2,028,210.      MT  (+/- 180 meters Scaled)
 EV9012
 EV9012                          SUPERSEDED SURVEY CONTROL
 EV9012
 EV9012  NGVD 29 (??/??/92)  468.12   (m)         1535.8    (f) COMPUTED    1 1
 EV9012
 EV9012.Superseded values are not recommended for survey control.
 EV9012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9012.See file dsdata.txt to determine how the superseded data were derived.
 EV9012
 EV9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT359758(NAD 83)
 EV9012_MARKER: DD = SURVEY DISK
 EV9012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV9012_SP_SET: BRIDGE
 EV9012_STAMPING: BM 11-66B RE 7078
 EV9012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV9012
 EV9012  HISTORY     - Date     Condition        Report By
 EV9012  HISTORY     - UNK      MONUMENTED       CA-037
 EV9012  HISTORY     - 1974     GOOD             CA-037
 EV9012
 EV9012                          STATION DESCRIPTION
 EV9012
 EV9012'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9012'2.0 MI NE FROM CLAREMONT.
 EV9012'ON BASELINE ROAD, ABOUT 210 FEET WESTERLY OF THE LOS ANGELES-SAN
 EV9012'BERNARDINO COUNTY LINE.  SET FLUSH ON THE NORTHWEST CORNER OF BRIDGE
 EV9012'NO. 53-140.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6649 ***********************************************************************
 EW6649  DESIGNATION -  11 7 B LA CO
 EW6649  PID         -  EW6649
 EW6649  STATE/COUNTY-  CA/LOS ANGELES
 EW6649  USGS QUAD   -  MOUNT WILSON (1994)
 EW6649
 EW6649                         *CURRENT SURVEY CONTROL
 EW6649  ___________________________________________________________________
 EW6649* NAD 83(1986)-  34 09 04.     (N)    118 00 03.     (W)     SCALED    
 EW6649* NAVD 88     -       176.848  (meters)     580.21   (feet)  READJUSTED
 EW6649  ___________________________________________________________________
 EW6649  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EW6649  DYNAMIC HT  -         176.660 (meters)     579.59  (feet)  COMP
 EW6649  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 EW6649  OBS GRAVITY -     979,557.8   (mgal)                       GRAV_OBS
 EW6649
 EW6649  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6649
 EW6649.The horizontal coordinates were scaled from a topographic map and have
 EW6649.an estimated accuracy of +/- 6 seconds.
 EW6649
 EW6649.The orthometric height was determined by differential leveling
 EW6649.and adjusted in February 1993.
 EW6649.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6649.distribution rate of 0.0 thru 1.0 mm/km.
 EW6649.The height was derived from older observations constrained to new
 EW6649.heights in a crustal motion area.  The height is approximate in
 EW6649.relation to other heights in its vicinity.
 EW6649
 EW6649.The geoid height was determined by GEOID03.
 EW6649
 EW6649.The dynamic height is computed by dividing the NAVD 88
 EW6649.geopotential number by the normal gravity value computed on the
 EW6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6649.degrees latitude (g = 980.6199 gals.).
 EW6649
 EW6649.The modeled gravity was interpolated from observed gravity values.
 EW6649.The observed gravity was obtained from relative gravimeter ties
 EW6649.to the IGSN71 gravity network.
 EW6649
 EW6649;                    North         East    Units  Estimated Accuracy
 EW6649;SPC CA 5     -   572,230.    1,999,920.      MT  (+/- 180 meters Scaled)
 EW6649
 EW6649                          SUPERSEDED SURVEY CONTROL
 EW6649
 EW6649  NGVD 29 (??/??/92)  176.063  (m)          577.63   (f) ADJ UNCH    1 1
 EW6649
 EW6649.Superseded values are not recommended for survey control.
 EW6649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6649.See file dsdata.txt to determine how the superseded data were derived.
 EW6649
 EW6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT077793(NAD 83)
 EW6649_MARKER: DD = SURVEY DISK
 EW6649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6649_SP_SET: CATCH BASIN
 EW6649_STAMPING: BM 11-7B RE 7078
 EW6649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6649
 EW6649  HISTORY     - Date     Condition        Report By
 EW6649  HISTORY     - UNK      MONUMENTED       CA-037
 EW6649  HISTORY     - 1974     GOOD             CA-037
 EW6649  HISTORY     - 1978     GOOD             NGS
 EW6649
 EW6649                          STATION DESCRIPTION
 EW6649
 EW6649'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW6649'0.3 MI N FROM MONROVIA.
 EW6649'AT THE NORTHEAST CORNER OF THE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW6649'MYRTLE AVENUE.  5 FEET EAST OF THE EAST END OF THE CURB RETURN.  32.0
 EW6649'FEET NORTH OF THE CENTERLINE OF FOOTHILL BOULEVARD, 43.0 FEET EAST OF
 EW6649'THE CENTERLINE OF MYRTLE AVENUE.  0.9 FOOT BACK OF CURB IN THE TOP OF
 EW6649'THE SOUTHWEST CORNER OF A STORM DRAIN CATCH BASIN.
 EW6649
 EW6649                          STATION RECOVERY (1978)
 EW6649
 EW6649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6649'AT MONROVIA IN TOP THE SOUTHWEST CORNER OF A 4 X 6 FT. CONCRETE CATCH
 EW6649'BASIN, AT THE NORTHEAST CORNER OF FOOTHILL BOULEVARD AND MYRTLE AVENUE
 EW6649'21 FT. EAST OF EAST CURB MYRTLE AVENUE, 30 FT. SOUTH OF THE SOUTH-
 EW6649'WEST CORNER OF CHURCH, 1.0 FT. NORTH THE NORTH CURB FOOTHILL BOULEVARD
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2558 ***********************************************************************
 EW2558  DESIGNATION -  11 72
 EW2558  PID         -  EW2558
 EW2558  STATE/COUNTY-  CA/LOS ANGELES
 EW2558  USGS QUAD   -  SAN FERNANDO (1988)
 EW2558
 EW2558                         *CURRENT SURVEY CONTROL
 EW2558  ___________________________________________________________________
 EW2558* NAD 83(1986)-  34 16 26.     (N)    118 23 40.     (W)     SCALED    
 EW2558* NAVD 88     -       333.763  (meters)    1095.02   (feet)  READJUSTED
 EW2558  ___________________________________________________________________
 EW2558  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2558  DYNAMIC HT  -         333.400 (meters)    1093.83  (feet)  COMP
 EW2558  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 EW2558
 EW2558  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2558
 EW2558.The horizontal coordinates were scaled from a topographic map and have
 EW2558.an estimated accuracy of +/- 6 seconds.
 EW2558
 EW2558.The orthometric height was determined by differential leveling
 EW2558.and adjusted in September 2004.
 EW2558.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2558.distribution rate of 1.1 thru 2.0 mm/km.
 EW2558.The height was derived from older observations constrained to new
 EW2558.heights in a crustal motion area.  The height is approximate in
 EW2558.relation to other heights in its vicinity.
 EW2558
 EW2558.The geoid height was determined by GEOID03.
 EW2558
 EW2558.The dynamic height is computed by dividing the NAVD 88
 EW2558.geopotential number by the normal gravity value computed on the
 EW2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2558.degrees latitude (g = 980.6199 gals.).
 EW2558
 EW2558.The modeled gravity was interpolated from observed gravity values.
 EW2558
 EW2558;                    North         East    Units  Estimated Accuracy
 EW2558;SPC CA 5     -   585,920.    1,963,680.      MT  (+/- 180 meters Scaled)
 EW2558
 EW2558                          SUPERSEDED SURVEY CONTROL
 EW2558
 EW2558  NGVD 29 (??/??/92)  332.705  (m)         1091.55   (f) ADJ UNCH    1 1
 EW2558
 EW2558.Superseded values are not recommended for survey control.
 EW2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2558.See file dsdata.txt to determine how the superseded data were derived.
 EW2558
 EW2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716934(NAD 83)
 EW2558_MARKER: DD = SURVEY DISK
 EW2558_SETTING: 0 = UNSPECIFIED SETTING
 EW2558_STAMPING: 11-72
 EW2558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2558
 EW2558  HISTORY     - Date     Condition        Report By
 EW2558  HISTORY     - UNK      MONUMENTED       RBNF
 EW2558  HISTORY     - 1975     GOOD             CA1980
 EW2558  HISTORY     - 1975     GOOD             CA1980
 EW2558
 EW2558                          STATION DESCRIPTION
 EW2558
 EW2558'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2558'IN LOS ANGELES.
 EW2558'STANDARD SURVEY DISK MARKER STAMPED 11-72, ON THE CENTERLINE AT THE
 EW2558'INTERSECTION OF SOUTH OSBORNER STREET AND FOOTHILL BLVD., TO THE WEST,
 EW2558'RESET 72-75.
 EW2558
 EW2558                          STATION RECOVERY (1975)
 EW2558
 EW2558'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW2558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3048 ***********************************************************************
 EV3048  DESIGNATION -  11 76 A
 EV3048  PID         -  EV3048
 EV3048  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3048  USGS QUAD   -  ONTARIO (1981)
 EV3048
 EV3048                         *CURRENT SURVEY CONTROL
 EV3048  ___________________________________________________________________
 EV3048* NAD 83(1986)-  34 03 35.     (N)    117 43 00.     (W)     SCALED    
 EV3048* NAVD 88     -       277.480  (meters)     910.37   (feet)  READJUSTED
 EV3048  ___________________________________________________________________
 EV3048  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EV3048  DYNAMIC HT  -         277.170 (meters)     909.35  (feet)  COMP
 EV3048  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 EV3048
 EV3048  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3048
 EV3048.The horizontal coordinates were scaled from a topographic map and have
 EV3048.an estimated accuracy of +/- 6 seconds.
 EV3048
 EV3048.The orthometric height was determined by differential leveling
 EV3048.and adjusted in February 1993.
 EV3048.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3048.distribution rate of 0.0 thru 1.0 mm/km.
 EV3048.The height was derived from older observations constrained to new
 EV3048.heights in a crustal motion area.  The height is approximate in
 EV3048.relation to other heights in its vicinity.
 EV3048
 EV3048.The geoid height was determined by GEOID03.
 EV3048
 EV3048.The dynamic height is computed by dividing the NAVD 88
 EV3048.geopotential number by the normal gravity value computed on the
 EV3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3048.degrees latitude (g = 980.6199 gals.).
 EV3048
 EV3048.The modeled gravity was interpolated from observed gravity values.
 EV3048
 EV3048;                    North         East    Units  Estimated Accuracy
 EV3048;SPC CA 5     -   562,130.    2,026,160.      MT  (+/- 180 meters Scaled)
 EV3048
 EV3048                          SUPERSEDED SURVEY CONTROL
 EV3048
 EV3048  NGVD 29 (??/??/92)  276.715  (m)          907.86   (f) ADJ UNCH    1 1
 EV3048
 EV3048.Superseded values are not recommended for survey control.
 EV3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3048.See file dsdata.txt to determine how the superseded data were derived.
 EV3048
 EV3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT338690(NAD 83)
 EV3048_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV3048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3048_SP_SET: STORM DRAIN
 EV3048_STAMPING: BM 11-76 A 1962 5869
 EV3048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3048
 EV3048  HISTORY     - Date     Condition        Report By
 EV3048  HISTORY     - 1962     MONUMENTED       CA-037
 EV3048  HISTORY     - 1968     GOOD             NGS
 EV3048  HISTORY     - 1978     GOOD             NGS
 EV3048
 EV3048                          STATION DESCRIPTION
 EV3048
 EV3048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3048'1.6 MI SW FROM MONTCLAIR.
 EV3048'MONTCLAIR, SAN BERNARDINO COUNTY, 1.6 MI SW OF THE CIVIC CENTER,
 EV3048'ON THE SOUTHERN PACIFIC-UNION PACIFIC RAILROAD RIGHT-OF-WAY ABOUT
 EV3048'251.5 FEET E OF THE PROJECTED CENTERLINE OF MILLS AVENUE, ON THE
 EV3048'NW WALL OF AN OPEN CHANNEL STORM DRAIN 36.5 FEET N OF THE RAIL
 EV3048'OF THE UNION PACIFIC RAILROAD AND 18.0 FEET S OF THE S RAIL OF THE
 EV3048'SOUTHERN PACIFIC RAILROAD.
 EV3048
 EV3048                          STATION RECOVERY (1978)
 EV3048
 EV3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3049 ***********************************************************************
 EV3049  DESIGNATION -  11 77 A
 EV3049  PID         -  EV3049
 EV3049  STATE/COUNTY-  CA/LOS ANGELES
 EV3049  USGS QUAD   -  ONTARIO (1981)
 EV3049
 EV3049                         *CURRENT SURVEY CONTROL
 EV3049  ___________________________________________________________________
 EV3049* NAD 83(1986)-  34 03 33.     (N)    117 43 27.     (W)     SCALED    
 EV3049* NAVD 88     -       274.667  (meters)     901.14   (feet)  READJUSTED
 EV3049  ___________________________________________________________________
 EV3049  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EV3049  DYNAMIC HT  -         274.360 (meters)     900.13  (feet)  COMP
 EV3049  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 EV3049
 EV3049  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3049
 EV3049.The horizontal coordinates were scaled from a topographic map and have
 EV3049.an estimated accuracy of +/- 6 seconds.
 EV3049
 EV3049.The orthometric height was determined by differential leveling
 EV3049.and adjusted in February 1993.
 EV3049.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3049.distribution rate of 0.0 thru 1.0 mm/km.
 EV3049.The height was derived from older observations constrained to new
 EV3049.heights in a crustal motion area.  The height is approximate in
 EV3049.relation to other heights in its vicinity.
 EV3049
 EV3049.The geoid height was determined by GEOID03.
 EV3049
 EV3049.The dynamic height is computed by dividing the NAVD 88
 EV3049.geopotential number by the normal gravity value computed on the
 EV3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3049.degrees latitude (g = 980.6199 gals.).
 EV3049
 EV3049.The modeled gravity was interpolated from observed gravity values.
 EV3049
 EV3049;                    North         East    Units  Estimated Accuracy
 EV3049;SPC CA 5     -   562,060.    2,025,470.      MT  (+/- 180 meters Scaled)
 EV3049
 EV3049                          SUPERSEDED SURVEY CONTROL
 EV3049
 EV3049  NGVD 29 (??/??/92)  273.904  (m)          898.63   (f) ADJ UNCH    1 1
 EV3049
 EV3049.Superseded values are not recommended for survey control.
 EV3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3049.See file dsdata.txt to determine how the superseded data were derived.
 EV3049
 EV3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT331689(NAD 83)
 EV3049_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV3049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3049_SP_SET: CURB
 EV3049_STAMPING: BM 11-77 A 1959 5869
 EV3049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3049
 EV3049  HISTORY     - Date     Condition        Report By
 EV3049  HISTORY     - 1959     MONUMENTED       CA-037
 EV3049  HISTORY     - 1968     GOOD             NGS
 EV3049  HISTORY     - 1978     GOOD             NGS
 EV3049
 EV3049                          STATION DESCRIPTION
 EV3049
 EV3049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3049'1.4 MI NE FROM POMONA.
 EV3049'POMONA, 1.4 MI NE OF THE CITY HALL, FIRST STREET AND EAST END
 EV3049'AVENUE, 83.5 FEET W OF THE CENTERLINE OF EAST END AVENUE, 57.0
 EV3049'FEET S OF THE S RAIL OF THE UNION PACIFIC RAILROAD, 16.5 FEET
 EV3049'S OF THE CENTERLINE OF FIRST STREET AND 8.0 FEET W OF PP1 236
 EV3049'759E, SET IN CONCRETE FLUSH WITH THE CURB.
 EV3049
 EV3049                          STATION RECOVERY (1978)
 EV3049
 EV3049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3049'ADD--CONCRETE POST FLUSH WITH SIDEWALK AT SOUTHWEST CORNER OF INTER-
 EV3049'SECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3054 ***********************************************************************
 EV3054  DESIGNATION -  11 78 A
 EV3054  PID         -  EV3054
 EV3054  STATE/COUNTY-  CA/LOS ANGELES
 EV3054  USGS QUAD   -  ONTARIO (1981)
 EV3054
 EV3054                         *CURRENT SURVEY CONTROL
 EV3054  ___________________________________________________________________
 EV3054* NAD 83(1986)-  34 03 35.     (N)    117 43 57.     (W)     SCALED    
 EV3054* NAVD 88     -       270.479  (meters)     887.40   (feet)  READJUSTED
 EV3054  ___________________________________________________________________
 EV3054  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EV3054  DYNAMIC HT  -         270.180 (meters)     886.42  (feet)  COMP
 EV3054  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 EV3054
 EV3054  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3054
 EV3054.The horizontal coordinates were scaled from a topographic map and have
 EV3054.an estimated accuracy of +/- 6 seconds.
 EV3054
 EV3054.The orthometric height was determined by differential leveling
 EV3054.and adjusted in February 1993.
 EV3054.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3054.distribution rate of 0.0 thru 1.0 mm/km.
 EV3054.The height was derived from older observations constrained to new
 EV3054.heights in a crustal motion area.  The height is approximate in
 EV3054.relation to other heights in its vicinity.
 EV3054
 EV3054.The geoid height was determined by GEOID03.
 EV3054
 EV3054.The dynamic height is computed by dividing the NAVD 88
 EV3054.geopotential number by the normal gravity value computed on the
 EV3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3054.degrees latitude (g = 980.6199 gals.).
 EV3054
 EV3054.The modeled gravity was interpolated from observed gravity values.
 EV3054
 EV3054;                    North         East    Units  Estimated Accuracy
 EV3054;SPC CA 5     -   562,120.    2,024,700.      MT  (+/- 180 meters Scaled)
 EV3054
 EV3054                          SUPERSEDED SURVEY CONTROL
 EV3054
 EV3054  NGVD 29 (??/??/92)  269.717  (m)          884.90   (f) ADJ UNCH    1 1
 EV3054
 EV3054.Superseded values are not recommended for survey control.
 EV3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3054.See file dsdata.txt to determine how the superseded data were derived.
 EV3054
 EV3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT324690(NAD 83)
 EV3054_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV3054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3054_SP_SET: CATCH BASIN
 EV3054_STAMPING: BM 11-78 A 1962 5869
 EV3054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3054
 EV3054  HISTORY     - Date     Condition        Report By
 EV3054  HISTORY     - 1962     MONUMENTED       CA-037
 EV3054  HISTORY     - 1968     GOOD             NGS
 EV3054  HISTORY     - 1978     GOOD             NGS
 EV3054
 EV3054                          STATION DESCRIPTION
 EV3054
 EV3054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3054'1 MI E FROM POMONA.
 EV3054'POMONA, 1 MI NE OF THE CITY HALL, FIRST STREET AND RESERVOIR
 EV3054'STREET, ON THE E SIDE OF FIRST STREET 57.0 FEET N OF THE N RAIL
 EV3054'OF THE SOUTHERN PACIFIC RAILROAD.  SET IN THE N WALL OF A STORM
 EV3054'DRAIN CATCH BASIN.
 EV3054
 EV3054                          STATION RECOVERY (1978)
 EV3054
 EV3054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3054'ADD--ON THE NORTHEAST CORNER OF RESERVOIR STREET AND FIRST STREET IN
 EV3054'CATCH BASIN NORTH OF NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3056 ***********************************************************************
 EV3056  DESIGNATION -  11 79 A
 EV3056  PID         -  EV3056
 EV3056  STATE/COUNTY-  CA/LOS ANGELES
 EV3056  USGS QUAD   -  ONTARIO (1981)
 EV3056
 EV3056                         *CURRENT SURVEY CONTROL
 EV3056  ___________________________________________________________________
 EV3056* NAD 83(1986)-  34 03 31.     (N)    117 44 29.     (W)     SCALED    
 EV3056* NAVD 88     -       267.625  (meters)     878.03   (feet)  READJUSTED
 EV3056  ___________________________________________________________________
 EV3056  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EV3056  DYNAMIC HT  -         267.330 (meters)     877.07  (feet)  COMP
 EV3056  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 EV3056
 EV3056  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3056
 EV3056.The horizontal coordinates were scaled from a topographic map and have
 EV3056.an estimated accuracy of +/- 6 seconds.
 EV3056
 EV3056.The orthometric height was determined by differential leveling
 EV3056.and adjusted in February 1993.
 EV3056.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3056.distribution rate of 0.0 thru 1.0 mm/km.
 EV3056.The height was derived from older observations constrained to new
 EV3056.heights in a crustal motion area.  The height is approximate in
 EV3056.relation to other heights in its vicinity.
 EV3056
 EV3056.The geoid height was determined by GEOID03.
 EV3056
 EV3056.The dynamic height is computed by dividing the NAVD 88
 EV3056.geopotential number by the normal gravity value computed on the
 EV3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3056.degrees latitude (g = 980.6199 gals.).
 EV3056
 EV3056.The modeled gravity was interpolated from observed gravity values.
 EV3056
 EV3056;                    North         East    Units  Estimated Accuracy
 EV3056;SPC CA 5     -   562,000.    2,023,880.      MT  (+/- 180 meters Scaled)
 EV3056
 EV3056                          SUPERSEDED SURVEY CONTROL
 EV3056
 EV3056  NGVD 29 (??/??/92)  266.863  (m)          875.53   (f) ADJ UNCH    1 1
 EV3056
 EV3056.Superseded values are not recommended for survey control.
 EV3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3056.See file dsdata.txt to determine how the superseded data were derived.
 EV3056
 EV3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT315689(NAD 83)
 EV3056_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV3056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3056_SP_SET: BRIDGE
 EV3056_STAMPING: BM 11-79 A 1962 5869
 EV3056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3056
 EV3056  HISTORY     - Date     Condition        Report By
 EV3056  HISTORY     - 1962     MONUMENTED       CA-037
 EV3056  HISTORY     - 1968     GOOD             NGS
 EV3056  HISTORY     - 1978     GOOD             NGS
 EV3056
 EV3056                          STATION DESCRIPTION
 EV3056
 EV3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV3056'0.5 MI NE FROM POMONA.
 EV3056'POMONA, 0.5 MI NE OF THE CITY HALL, FIRST STREET AND TOWNE AVENUE
 EV3056'SET IN THE SW CORNER OF THE HEADWALL OF THE BRIDGE ON FIRST
 EV3056'STREET OVER TOWN AVENUE.
 EV3056
 EV3056                          STATION RECOVERY (1978)
 EV3056
 EV3056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2715 ***********************************************************************
 EV2715  DESIGNATION -  11 83 A
 EV2715  PID         -  EV2715
 EV2715  STATE/COUNTY-  CA/LOS ANGELES
 EV2715  USGS QUAD   -  SAN DIMAS (1981)
 EV2715
 EV2715                         *CURRENT SURVEY CONTROL
 EV2715  ___________________________________________________________________
 EV2715* NAD 83(1986)-  34 03 30.     (N)    117 45 33.     (W)     SCALED    
 EV2715* NAVD 88     -       259.951  (meters)     852.86   (feet)  READJUSTED
 EV2715  ___________________________________________________________________
 EV2715  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 EV2715  DYNAMIC HT  -         259.670 (meters)     851.93  (feet)  COMP
 EV2715  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 EV2715
 EV2715  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2715
 EV2715.The horizontal coordinates were scaled from a topographic map and have
 EV2715.an estimated accuracy of +/- 6 seconds.
 EV2715
 EV2715.The orthometric height was determined by differential leveling
 EV2715.and adjusted in February 1993.
 EV2715.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2715.distribution rate of 0.0 thru 1.0 mm/km.
 EV2715.The height was derived from older observations constrained to new
 EV2715.heights in a crustal motion area.  The height is approximate in
 EV2715.relation to other heights in its vicinity.
 EV2715
 EV2715.The geoid height was determined by GEOID03.
 EV2715
 EV2715.The dynamic height is computed by dividing the NAVD 88
 EV2715.geopotential number by the normal gravity value computed on the
 EV2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2715.degrees latitude (g = 980.6199 gals.).
 EV2715
 EV2715.The modeled gravity was interpolated from observed gravity values.
 EV2715
 EV2715;                    North         East    Units  Estimated Accuracy
 EV2715;SPC CA 5     -   561,960.    2,022,230.      MT  (+/- 180 meters Scaled)
 EV2715
 EV2715                          SUPERSEDED SURVEY CONTROL
 EV2715
 EV2715  NGVD 29 (??/??/92)  259.191  (m)          850.36   (f) ADJ UNCH    1 1
 EV2715
 EV2715.Superseded values are not recommended for survey control.
 EV2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2715.See file dsdata.txt to determine how the superseded data were derived.
 EV2715
 EV2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT299688(NAD 83)
 EV2715_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2715_SP_SET: WALL
 EV2715_STAMPING: BM 11-83 A 1962 5869
 EV2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2715
 EV2715  HISTORY     - Date     Condition        Report By
 EV2715  HISTORY     - 1962     MONUMENTED       CA-037
 EV2715  HISTORY     - 1968     GOOD             NGS
 EV2715  HISTORY     - 1978     GOOD             NGS
 EV2715
 EV2715                          STATION DESCRIPTION
 EV2715
 EV2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2715'0.4 MI NW FROM POMONA.
 EV2715'POMONA, 0.4 MI NW OF THE CITY HALL, FIRST STREET AND WHITE AVENUE,
 EV2715'AT THE SOUTHWEST CORNER OF THE BRIDGE OF FIRST STREET OVER WHITE
 EV2715'AVENUE.  SET IN THE WEST END OF THE NORTH WALL OF THE STAIRWAY.
 EV2715
 EV2715                          STATION RECOVERY (1978)
 EV2715
 EV2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2714 ***********************************************************************
 EV2714  DESIGNATION -  11 84 A
 EV2714  PID         -  EV2714
 EV2714  STATE/COUNTY-  CA/LOS ANGELES
 EV2714  USGS QUAD   -  SAN DIMAS (1981)
 EV2714
 EV2714                         *CURRENT SURVEY CONTROL
 EV2714  ___________________________________________________________________
 EV2714* NAD 83(1986)-  34 03 26.     (N)    117 46 14.     (W)     SCALED    
 EV2714* NAVD 88     -       251.775  (meters)     826.03   (feet)  READJUSTED
 EV2714  ___________________________________________________________________
 EV2714  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EV2714  DYNAMIC HT  -         251.500 (meters)     825.13  (feet)  COMP
 EV2714  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 EV2714
 EV2714  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2714
 EV2714.The horizontal coordinates were scaled from a topographic map and have
 EV2714.an estimated accuracy of +/- 6 seconds.
 EV2714
 EV2714.The orthometric height was determined by differential leveling
 EV2714.and adjusted in February 1993.
 EV2714.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2714.distribution rate of 0.0 thru 1.0 mm/km.
 EV2714.The height was derived from older observations constrained to new
 EV2714.heights in a crustal motion area.  The height is approximate in
 EV2714.relation to other heights in its vicinity.
 EV2714
 EV2714.The geoid height was determined by GEOID03.
 EV2714
 EV2714.The dynamic height is computed by dividing the NAVD 88
 EV2714.geopotential number by the normal gravity value computed on the
 EV2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2714.degrees latitude (g = 980.6199 gals.).
 EV2714
 EV2714.The modeled gravity was interpolated from observed gravity values.
 EV2714
 EV2714;                    North         East    Units  Estimated Accuracy
 EV2714;SPC CA 5     -   561,840.    2,021,180.      MT  (+/- 180 meters Scaled)
 EV2714
 EV2714                          SUPERSEDED SURVEY CONTROL
 EV2714
 EV2714  NGVD 29 (??/??/92)  251.015  (m)          823.54   (f) ADJ UNCH    1 1
 EV2714
 EV2714.Superseded values are not recommended for survey control.
 EV2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2714.See file dsdata.txt to determine how the superseded data were derived.
 EV2714
 EV2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT288687(NAD 83)
 EV2714_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2714_SP_SET: WELL
 EV2714_STAMPING: BM 11-84 A 1962 5869
 EV2714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2714
 EV2714  HISTORY     - Date     Condition        Report By
 EV2714  HISTORY     - 1962     MONUMENTED       CA-037
 EV2714  HISTORY     - 1968     GOOD             NGS
 EV2714  HISTORY     - 1978     GOOD             NGS
 EV2714
 EV2714                          STATION DESCRIPTION
 EV2714
 EV2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2714'1 MI W FROM POMONA.
 EV2714'POMONA, 1.0 MI W OF THE CITY HALL, SECOND STREET AND OAK AVENUE,
 EV2714'AT THE SW CORNER, 48.3 FEET W OF THE CENTERLINE OF OAK STREET AND
 EV2714'30.0 FEET S OF THE CENTERLINE OF SECOND STREET.  SET BELOW THE
 EV2714'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EV2714'COUNTY ENGINEER MONUMENT.
 EV2714
 EV2714                          STATION RECOVERY (1978)
 EV2714
 EV2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2713 ***********************************************************************
 EV2713  DESIGNATION -  11 85
 EV2713  PID         -  EV2713
 EV2713  STATE/COUNTY-  CA/LOS ANGELES
 EV2713  USGS QUAD   -  SAN DIMAS (1981)
 EV2713
 EV2713                         *CURRENT SURVEY CONTROL
 EV2713  ___________________________________________________________________
 EV2713* NAD 83(1986)-  34 03 22.     (N)    117 46 58.     (W)     SCALED    
 EV2713* NAVD 88     -       244.039  (meters)     800.65   (feet)  READJUSTED
 EV2713  ___________________________________________________________________
 EV2713  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EV2713  DYNAMIC HT  -         243.770 (meters)     799.77  (feet)  COMP
 EV2713  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 EV2713
 EV2713  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2713
 EV2713.The horizontal coordinates were scaled from a topographic map and have
 EV2713.an estimated accuracy of +/- 6 seconds.
 EV2713
 EV2713.The orthometric height was determined by differential leveling
 EV2713.and adjusted in February 1993.
 EV2713.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2713.distribution rate of 0.0 thru 1.0 mm/km.
 EV2713.The height was derived from older observations constrained to new
 EV2713.heights in a crustal motion area.  The height is approximate in
 EV2713.relation to other heights in its vicinity.
 EV2713
 EV2713.The geoid height was determined by GEOID03.
 EV2713
 EV2713.The dynamic height is computed by dividing the NAVD 88
 EV2713.geopotential number by the normal gravity value computed on the
 EV2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2713.degrees latitude (g = 980.6199 gals.).
 EV2713
 EV2713.The modeled gravity was interpolated from observed gravity values.
 EV2713
 EV2713;                    North         East    Units  Estimated Accuracy
 EV2713;SPC CA 5     -   561,710.    2,020,060.      MT  (+/- 180 meters Scaled)
 EV2713
 EV2713                          SUPERSEDED SURVEY CONTROL
 EV2713
 EV2713  NGVD 29 (??/??/92)  243.279  (m)          798.16   (f) ADJ UNCH    1 1
 EV2713
 EV2713.Superseded values are not recommended for survey control.
 EV2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2713.See file dsdata.txt to determine how the superseded data were derived.
 EV2713
 EV2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT277686(NAD 83)
 EV2713_MARKER: DD = SURVEY DISK
 EV2713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2713_SP_SET: WELL
 EV2713_STAMPING: 11-85 1952 63
 EV2713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2713
 EV2713  HISTORY     - Date     Condition        Report By
 EV2713  HISTORY     - 1952     MONUMENTED       CA-037
 EV2713  HISTORY     - 1968     GOOD             NGS
 EV2713  HISTORY     - 1978     GOOD             NGS
 EV2713
 EV2713                          STATION DESCRIPTION
 EV2713
 EV2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2713'1.8 MI W FROM POMONA.
 EV2713'POMONA, 1.8 MI W OF THE CITY HALL, SECOND STREET AT THE APPROACH
 EV2713'TO U.S. HIGHWAY 60, ON THE CENTERLINE 2.6 FEET W OF THE E END OF
 EV2713'THE TRAFFIC ISLAND.  SET ABOUT 10 INCHES BELOW THE SURFACE IN A
 EV2713'WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EV2713'MONUMENT.
 EV2713
 EV2713                          STATION RECOVERY (1978)
 EV2713
 EV2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2710 ***********************************************************************
 EV2710  DESIGNATION -  11 87
 EV2710  PID         -  EV2710
 EV2710  STATE/COUNTY-  CA/LOS ANGELES
 EV2710  USGS QUAD   -  SAN DIMAS (1981)
 EV2710
 EV2710                         *CURRENT SURVEY CONTROL
 EV2710  ___________________________________________________________________
 EV2710* NAD 83(1986)-  34 03 27.     (N)    117 47 38.     (W)     SCALED    
 EV2710* NAVD 88     -       235.81   (+/-2cm)     773.7    (feet)  VERTCON   
 EV2710  ___________________________________________________________________
 EV2710  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 EV2710  VERT ORDER  -  THIRD (See Below)
 EV2710
 EV2710.The horizontal coordinates were scaled from a topographic map and have
 EV2710.an estimated accuracy of +/- 6 seconds.
 EV2710
 EV2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2710.The vertical order pertains to the NGVD 29 superseded value.
 EV2710
 EV2710.The geoid height was determined by GEOID03.
 EV2710
 EV2710;                    North         East    Units  Estimated Accuracy
 EV2710;SPC CA 5     -   561,860.    2,019,030.      MT  (+/- 180 meters Scaled)
 EV2710
 EV2710                          SUPERSEDED SURVEY CONTROL
 EV2710
 EV2710  NGVD 29 (??/??/??)  235.05   (m)          771.2    (f) RESET       3  
 EV2710
 EV2710.Superseded values are not recommended for survey control.
 EV2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2710.See file dsdata.txt to determine how the superseded data were derived.
 EV2710
 EV2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT267688(NAD 83)
 EV2710_MARKER: DD = SURVEY DISK
 EV2710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2710_SP_SET: CULVERT
 EV2710_STAMPING: LA CO RD DEPT
 EV2710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2710
 EV2710  HISTORY     - Date     Condition        Report By
 EV2710  HISTORY     - UNK      MONUMENTED       CA-037
 EV2710  HISTORY     - 1968     GOOD             NGS
 EV2710  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2710
 EV2710                          STATION DESCRIPTION
 EV2710
 EV2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2710'2.4 MI W FROM POMONA.
 EV2710'POMONA, 2.5 MI W OF THE CITY HALL, ON THE SOUTHERN PACIFIC RAILROAD
 EV2710'NEAR THE INTERSECTION OF VERNON AVENUE AND ROSECRANS STREET, 11.0
 EV2710'FEET EN OF THE PROJECTED CENTERLINE OF ROSECRANS STREET AND 8.3
 EV2710'FEET S OF THE S RAIL OF THE RAILROAD, SET IN THE TOP OF THE SOUTH
 EV2710'CONCRETE HEADWALL OF THE CULVERT UNDER THE RAILROAD.
 EV2710
 EV2710                          STATION RECOVERY (1978)
 EV2710
 EV2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1816 ***********************************************************************
 EW1816  DESIGNATION -  11 9 A LA CO
 EW1816  PID         -  EW1816
 EW1816  STATE/COUNTY-  CA/LOS ANGELES
 EW1816  USGS QUAD   -  MOUNT WILSON (1994)
 EW1816
 EW1816                         *CURRENT SURVEY CONTROL
 EW1816  ___________________________________________________________________
 EW1816* NAD 83(1986)-  34 08 45.     (N)    118 00 03.     (W)     SCALED    
 EW1816* NAVD 88     -       166.000  (meters)     544.62   (feet)  READJUSTED
 EW1816  ___________________________________________________________________
 EW1816  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EW1816  DYNAMIC HT  -         165.820 (meters)     544.03  (feet)  COMP
 EW1816  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 EW1816
 EW1816  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1816
 EW1816.The horizontal coordinates were scaled from a topographic map and have
 EW1816.an estimated accuracy of +/- 6 seconds.
 EW1816
 EW1816.The orthometric height was determined by differential leveling
 EW1816.and adjusted in February 1993.
 EW1816.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1816.distribution rate of 0.0 thru 1.0 mm/km.
 EW1816.The height was derived from older observations constrained to new
 EW1816.heights in a crustal motion area.  The height is approximate in
 EW1816.relation to other heights in its vicinity.
 EW1816
 EW1816.The geoid height was determined by GEOID03.
 EW1816
 EW1816.The dynamic height is computed by dividing the NAVD 88
 EW1816.geopotential number by the normal gravity value computed on the
 EW1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1816.degrees latitude (g = 980.6199 gals.).
 EW1816
 EW1816.The modeled gravity was interpolated from observed gravity values.
 EW1816
 EW1816;                    North         East    Units  Estimated Accuracy
 EW1816;SPC CA 5     -   571,640.    1,999,920.      MT  (+/- 180 meters Scaled)
 EW1816
 EW1816                          SUPERSEDED SURVEY CONTROL
 EW1816
 EW1816  NGVD 29 (??/??/92)  165.216  (m)          542.05   (f) ADJ UNCH    1 1
 EW1816
 EW1816.Superseded values are not recommended for survey control.
 EW1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1816.See file dsdata.txt to determine how the superseded data were derived.
 EW1816
 EW1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT077787(NAD 83)
 EW1816_MARKER: P = PIPE CAP
 EW1816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1816_SP_SET: CATCH BASIN
 EW1816_STAMPING: 11-9 A 1965 5869
 EW1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1816
 EW1816  HISTORY     - Date     Condition        Report By
 EW1816  HISTORY     - 1965     MONUMENTED       CA-037
 EW1816  HISTORY     - 1968     GOOD             CA-037
 EW1816  HISTORY     - 1978     GOOD             NGS
 EW1816
 EW1816                          STATION DESCRIPTION
 EW1816
 EW1816'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1816'0.2 MI SW FROM MONROVIA.
 EW1816'MONROVIA, 0.2 MI SW OF THE CITY HALL, MYRTLE AVENUE AND COLORADO
 EW1816'BLVD AT THE NW CORNER, 41 FEET N OF THE CENTERLINE OF COLORADO
 EW1816'BLVD, 31 FEET W OF THE CENTERLINE OF MYRTLE AVENUE, 9 FEET N
 EW1816'OF THE N END OF THE CURB, SET IN THE TOP OF THE STORM DRAIN CATCH
 EW1816'BASIN.
 EW1816
 EW1816                          STATION RECOVERY (1978)
 EW1816
 EW1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2705 ***********************************************************************
 EV2705  DESIGNATION -  11 90 A
 EV2705  PID         -  EV2705
 EV2705  STATE/COUNTY-  CA/LOS ANGELES
 EV2705  USGS QUAD   -  SAN DIMAS (1981)
 EV2705
 EV2705                         *CURRENT SURVEY CONTROL
 EV2705  ___________________________________________________________________
 EV2705* NAD 83(1986)-  34 02 51.     (N)    117 48 36.     (W)     SCALED    
 EV2705* NAVD 88     -       214.982  (meters)     705.32   (feet)  READJUSTED
 EV2705  ___________________________________________________________________
 EV2705  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EV2705  DYNAMIC HT  -         214.750 (meters)     704.56  (feet)  COMP
 EV2705  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 EV2705
 EV2705  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2705
 EV2705.The horizontal coordinates were scaled from a topographic map and have
 EV2705.an estimated accuracy of +/- 6 seconds.
 EV2705
 EV2705.The orthometric height was determined by differential leveling
 EV2705.and adjusted in February 1993.
 EV2705.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2705.distribution rate of 0.0 thru 1.0 mm/km.
 EV2705.The height was derived from older observations constrained to new
 EV2705.heights in a crustal motion area.  The height is approximate in
 EV2705.relation to other heights in its vicinity.
 EV2705
 EV2705.The geoid height was determined by GEOID03.
 EV2705
 EV2705.The dynamic height is computed by dividing the NAVD 88
 EV2705.geopotential number by the normal gravity value computed on the
 EV2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2705.degrees latitude (g = 980.6199 gals.).
 EV2705
 EV2705.The modeled gravity was interpolated from observed gravity values.
 EV2705
 EV2705;                    North         East    Units  Estimated Accuracy
 EV2705;SPC CA 5     -   560,750.    2,017,540.      MT  (+/- 180 meters Scaled)
 EV2705
 EV2705                          SUPERSEDED SURVEY CONTROL
 EV2705
 EV2705  NGVD 29 (??/??/92)  214.224  (m)          702.83   (f) ADJ UNCH    1 1
 EV2705
 EV2705.Superseded values are not recommended for survey control.
 EV2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2705.See file dsdata.txt to determine how the superseded data were derived.
 EV2705
 EV2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT252677(NAD 83)
 EV2705_MARKER: DD = SURVEY DISK
 EV2705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2705_SP_SET: WELL
 EV2705_STAMPING: LA CO RD DEPT 1962
 EV2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2705
 EV2705  HISTORY     - Date     Condition        Report By
 EV2705  HISTORY     - 1962     MONUMENTED       CA-037
 EV2705  HISTORY     - 1968     GOOD             NGS
 EV2705  HISTORY     - 1978     GOOD             NGS
 EV2705
 EV2705                          STATION DESCRIPTION
 EV2705
 EV2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2705'3.4 MI SW FROM POMONA.
 EV2705'POMONA, 3.4 MI SW OF THE CITY HALL, POMONA BLVD AND TEMPLE AVENUE,
 EV2705'NEAR THE CENTERLINE INTERSECTION, 45.0 FEET SW OF THE SE PROJECTION
 EV2705'OF THE E CURB LINE OF TEMPLE AVENUE, 32.0 FEET SOUTH OF THE NORTH
 EV2705'CURB LINE OF POMONA BLVD AND 28.7 FEET N OF TELEPHONE POLE G 14652Y.
 EV2705'SET ABOUT 7 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED
 EV2705'BY A CAST IRON COVER MARKED LA COUNTY ROAD DEPT.
 EV2705
 EV2705                          STATION RECOVERY (1978)
 EV2705
 EV2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2702 ***********************************************************************
 EV2702  DESIGNATION -  11 92
 EV2702  PID         -  EV2702
 EV2702  STATE/COUNTY-  CA/LOS ANGELES
 EV2702  USGS QUAD   -  SAN DIMAS (1981)
 EV2702
 EV2702                         *CURRENT SURVEY CONTROL
 EV2702  ___________________________________________________________________
 EV2702* NAD 83(1986)-  34 02 20.     (N)    117 49 21.     (W)     SCALED    
 EV2702* NAVD 88     -       202.93   (+/-2cm)     665.8    (feet)  VERTCON   
 EV2702  ___________________________________________________________________
 EV2702  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 EV2702  VERT ORDER  -  THIRD (See Below)
 EV2702
 EV2702.The horizontal coordinates were scaled from a topographic map and have
 EV2702.an estimated accuracy of +/- 6 seconds.
 EV2702
 EV2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2702.The vertical order pertains to the NGVD 29 superseded value.
 EV2702
 EV2702.The geoid height was determined by GEOID03.
 EV2702
 EV2702;                    North         East    Units  Estimated Accuracy
 EV2702;SPC CA 5     -   559,790.    2,016,390.      MT  (+/- 180 meters Scaled)
 EV2702
 EV2702                          SUPERSEDED SURVEY CONTROL
 EV2702
 EV2702  NGVD 29 (??/??/??)  202.17   (m)          663.3    (f) RESET       3  
 EV2702
 EV2702.Superseded values are not recommended for survey control.
 EV2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2702.See file dsdata.txt to determine how the superseded data were derived.
 EV2702
 EV2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT240667(NAD 83)
 EV2702_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2702_SP_SET: WELL
 EV2702_STAMPING: BM 11-92 1952 63
 EV2702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2702
 EV2702  HISTORY     - Date     Condition        Report By
 EV2702  HISTORY     - 1952     MONUMENTED       CA-037
 EV2702  HISTORY     - 1968     GOOD             NGS
 EV2702  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2702
 EV2702                          STATION DESCRIPTION
 EV2702
 EV2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2702'4.3 MI SW FROM POMONA.
 EV2702'POMONA, 4.3 MI SW OF THE CITY HALL, VALLEY BLVD AT SANITATION
 EV2702'DISTRICT LANDFILL NO 2 ABOUT 0.5 MI W OF THE RR CROSSING AT
 EV2702'POMONA BLVD, ABOUT 365 FEET E OF THE CENTERLINE OF THE ROAD
 EV2702'INTO LANDFILL NO 2, 20.5 FEET N OF THE CENTERLINE OF VALLEY
 EV2702'BLVD NEAR THE BEGINNING OF A CURVE AND 16.0 FEET E OF THE MOST
 EV2702'E TREE OF A ROW OF FIFTEEN PALM TREES.  SET ABOUT 10 INCHES BELOW
 EV2702'THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EV2702'COUNTY SURVEYOR MOMUMENT.
 EV2702
 EV2702                          STATION RECOVERY (1978)
 EV2702
 EV2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2701 ***********************************************************************
 EV2701  DESIGNATION -  11 93
 EV2701  PID         -  EV2701
 EV2701  STATE/COUNTY-  CA/LOS ANGELES
 EV2701  USGS QUAD   -  SAN DIMAS (1981)
 EV2701
 EV2701                         *CURRENT SURVEY CONTROL
 EV2701  ___________________________________________________________________
 EV2701* NAD 83(1986)-  34 01 55.     (N)    117 49 36.     (W)     SCALED    
 EV2701* NAVD 88     -       197.59   (+/-2cm)     648.3    (feet)  VERTCON   
 EV2701  ___________________________________________________________________
 EV2701  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EV2701  VERT ORDER  -  THIRD (See Below)
 EV2701
 EV2701.The horizontal coordinates were scaled from a topographic map and have
 EV2701.an estimated accuracy of +/- 6 seconds.
 EV2701
 EV2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2701.The vertical order pertains to the NGVD 29 superseded value.
 EV2701
 EV2701.The geoid height was determined by GEOID03.
 EV2701
 EV2701;                    North         East    Units  Estimated Accuracy
 EV2701;SPC CA 5     -   559,020.    2,016,010.      MT  (+/- 180 meters Scaled)
 EV2701
 EV2701                          SUPERSEDED SURVEY CONTROL
 EV2701
 EV2701  NGVD 29 (??/??/??)  196.83   (m)          645.8    (f) RESET       3  
 EV2701
 EV2701.Superseded values are not recommended for survey control.
 EV2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2701.See file dsdata.txt to determine how the superseded data were derived.
 EV2701
 EV2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT236660(NAD 83)
 EV2701_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2701_SP_SET: WALL
 EV2701_STAMPING: BM 11-93 1952 63
 EV2701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2701
 EV2701  HISTORY     - Date     Condition        Report By
 EV2701  HISTORY     - 1952     MONUMENTED       CA-037
 EV2701  HISTORY     - 1968     GOOD             NGS
 EV2701  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2701
 EV2701                          STATION DESCRIPTION
 EV2701
 EV2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2701'1.9 MI NE FROM WALNUT.
 EV2701'1.9 MI NE OF THE WALNUT CITY HALL, ON THE WESTERLY SIDE OF
 EV2701'VALLEY BLVD ABOUT 0.55 MI NE OF GRAND AVENUE, ACROSS THE
 EV2701'BOULEVARD AND 13.2 FEET SW OF THE PROJECT LINE OF THE SW SIDE
 EV2701'OF HOUSE NO 22064, 56.8 FEET W OF PP 882 990E AND 21.0 FT NW OF
 EV2701'THE CENTERLINE OF VALLEY BLVD, SET ABOUT 10 INCHES BELOW THE
 EV2701'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EV2701'COUNTY SURVEYOR MONUMENT.
 EV2701
 EV2701                          STATION RECOVERY (1978)
 EV2701
 EV2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2699 ***********************************************************************
 EV2699  DESIGNATION -  11 95
 EV2699  PID         -  EV2699
 EV2699  STATE/COUNTY-  CA/LOS ANGELES
 EV2699  USGS QUAD   -  SAN DIMAS (1981)
 EV2699
 EV2699                         *CURRENT SURVEY CONTROL
 EV2699  ___________________________________________________________________
 EV2699* NAD 83(1986)-  34 01 36.     (N)    117 50 12.     (W)     SCALED    
 EV2699* NAVD 88     -       184.94   (+/-2cm)     606.8    (feet)  VERTCON   
 EV2699  ___________________________________________________________________
 EV2699  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EV2699  VERT ORDER  -  THIRD (See Below)
 EV2699
 EV2699.The horizontal coordinates were scaled from a topographic map and have
 EV2699.an estimated accuracy of +/- 6 seconds.
 EV2699
 EV2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2699.The vertical order pertains to the NGVD 29 superseded value.
 EV2699
 EV2699.The geoid height was determined by GEOID03.
 EV2699
 EV2699;                    North         East    Units  Estimated Accuracy
 EV2699;SPC CA 5     -   558,430.    2,015,090.      MT  (+/- 180 meters Scaled)
 EV2699
 EV2699                          SUPERSEDED SURVEY CONTROL
 EV2699
 EV2699  NGVD 29 (??/??/??)  184.18   (m)          604.3    (f) RESET       3  
 EV2699
 EV2699.Superseded values are not recommended for survey control.
 EV2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2699.See file dsdata.txt to determine how the superseded data were derived.
 EV2699
 EV2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT227654(NAD 83)
 EV2699_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2699_SP_SET: WELL
 EV2699_STAMPING: BM 11-95 1952 63
 EV2699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2699
 EV2699  HISTORY     - Date     Condition        Report By
 EV2699  HISTORY     - 1952     MONUMENTED       CA-037
 EV2699  HISTORY     - 1968     GOOD             NGS
 EV2699  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2699
 EV2699                          STATION DESCRIPTION
 EV2699
 EV2699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2699'1.4 MI NE FROM WALNUT.
 EV2699'WALNUT, 1.4 MI NE OF THE CITY HALL, VALLEY BLVD, AT THE INTERSECTION
 EV2699'OF GRAND AVE AND LA PUNETE RD, 31.5 FT NE OF THE P.I. OF
 EV2699'VALLEY BLVD MARKED BY A MONUMENT, 23.5 FT SW OF METROPOLITAN
 EV2699'WATER DEPOT MANHOLE AND 11.8 FT NW OF A STREET LIGHT POLE 1417
 EV2699'713E, SET ABOUT 30 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED
 EV2699'BY A CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EV2699
 EV2699                          STATION RECOVERY (1978)
 EV2699
 EV2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9008 ***********************************************************************
 EV9008  DESIGNATION -  11 95 A
 EV9008  PID         -  EV9008
 EV9008  STATE/COUNTY-  CA/LOS ANGELES
 EV9008  USGS QUAD   -  SAN DIMAS (1981)
 EV9008
 EV9008                         *CURRENT SURVEY CONTROL
 EV9008  ___________________________________________________________________
 EV9008* NAD 83(1986)-  34 01 37.     (N)    117 50 13.     (W)     SCALED    
 EV9008* NAVD 88     -       185.49   (+/-2cm)     608.6    (feet)  VERTCON   
 EV9008  ___________________________________________________________________
 EV9008  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EV9008  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV9008
 EV9008.The horizontal coordinates were scaled from a topographic map and have
 EV9008.an estimated accuracy of +/- 6 seconds.
 EV9008
 EV9008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV9008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV9008.The vertical order pertains to the NGVD 29 superseded value.
 EV9008
 EV9008.The geoid height was determined by GEOID03.
 EV9008
 EV9008;                    North         East    Units  Estimated Accuracy
 EV9008;SPC CA 5     -   558,460.    2,015,060.      MT  (+/- 180 meters Scaled)
 EV9008
 EV9008                          SUPERSEDED SURVEY CONTROL
 EV9008
 EV9008  NGVD 29 (??/??/92)  184.73   (m)          606.1    (f) COMPUTED    1 1
 EV9008
 EV9008.Superseded values are not recommended for survey control.
 EV9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9008.See file dsdata.txt to determine how the superseded data were derived.
 EV9008
 EV9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT227654(NAD 83)
 EV9008_MARKER: P = PIPE CAP
 EV9008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV9008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV9008_STAMPING: RE 5869
 EV9008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9008
 EV9008  HISTORY     - Date     Condition        Report By
 EV9008  HISTORY     - UNK      MONUMENTED       CA-037
 EV9008  HISTORY     - 1974     GOOD             CA-037
 EV9008
 EV9008                          STATION DESCRIPTION
 EV9008
 EV9008'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9008'1.4 MI NE FROM WALNUT.
 EV9008'VALLEY BOULEVARD, GRAND AVENUE (SAN JOSE HILLS ROAD) AND LA PUENTE
 EV9008'ROAD.  AT THE P.I. OF VALLEY BOULEVARD WITHIN A PAVED TRAFFIC DIVIDER.
 EV9008'ON THE CENTERLINE OF LA PUENTE ROAD PRODUCED NORTHEASTERLY. 85.6 FEET
 EV9008'SOUTHERLY FROM A TELEPHONE COMPANY MANHOLE.  49 FEET EAST OF A
 EV9008'METROPOLITAN WATER DISTRICT MANHOLE (TO THE EAST) AND 40.5 FEET
 EV9008'SOUTHWEST OF A SECOND METROPOLITAN WATER DISTRICT MANHOLE THAT LIES
 EV9008'WITHIN THE DIVIDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2697 ***********************************************************************
 EV2697  DESIGNATION -  11 96
 EV2697  PID         -  EV2697
 EV2697  STATE/COUNTY-  CA/LOS ANGELES
 EV2697  USGS QUAD   -  SAN DIMAS (1981)
 EV2697
 EV2697                         *CURRENT SURVEY CONTROL
 EV2697  ___________________________________________________________________
 EV2697* NAD 83(1986)-  34 01 14.     (N)    117 50 22.     (W)     SCALED    
 EV2697* NAVD 88     -       176.198  (meters)     578.08   (feet)  READJUSTED
 EV2697  ___________________________________________________________________
 EV2697  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EV2697  DYNAMIC HT  -         176.010 (meters)     577.46  (feet)  COMP
 EV2697  MODELED GRAV-     979,545.1   (mgal)                       NAVD 88
 EV2697
 EV2697  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2697
 EV2697.The horizontal coordinates were scaled from a topographic map and have
 EV2697.an estimated accuracy of +/- 6 seconds.
 EV2697
 EV2697.The orthometric height was determined by differential leveling
 EV2697.and adjusted in February 1993.
 EV2697.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2697.distribution rate of 0.0 thru 1.0 mm/km.
 EV2697.The height was derived from older observations constrained to new
 EV2697.heights in a crustal motion area.  The height is approximate in
 EV2697.relation to other heights in its vicinity.
 EV2697
 EV2697.The geoid height was determined by GEOID03.
 EV2697
 EV2697.The dynamic height is computed by dividing the NAVD 88
 EV2697.geopotential number by the normal gravity value computed on the
 EV2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2697.degrees latitude (g = 980.6199 gals.).
 EV2697
 EV2697.The modeled gravity was interpolated from observed gravity values.
 EV2697
 EV2697;                    North         East    Units  Estimated Accuracy
 EV2697;SPC CA 5     -   557,760.    2,014,830.      MT  (+/- 180 meters Scaled)
 EV2697
 EV2697                          SUPERSEDED SURVEY CONTROL
 EV2697
 EV2697  NGVD 29 (??/??/92)  175.447  (m)          575.61   (f) ADJ UNCH    1 1
 EV2697
 EV2697.Superseded values are not recommended for survey control.
 EV2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2697.See file dsdata.txt to determine how the superseded data were derived.
 EV2697
 EV2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT224647(NAD 83)
 EV2697_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2697_SP_SET: WELL
 EV2697_STAMPING: BM 11-96 1952 63
 EV2697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2697
 EV2697  HISTORY     - Date     Condition        Report By
 EV2697  HISTORY     - 1952     MONUMENTED       CA-037
 EV2697  HISTORY     - 1968     GOOD             NGS
 EV2697  HISTORY     - 1978     GOOD             NGS
 EV2697
 EV2697                          STATION DESCRIPTION
 EV2697
 EV2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2697'1 MI NE FROM WALNUT.
 EV2697'WALNUT, 1 MI NE OF THE CITY HALL, VALLEY BLVD AND OLD BREA CANYON
 EV2697'RD, 157.7 FT NE OF THE CENTER LINE INTERSECTION, 45.3 FT E OF PP
 EV2697'1683114E AND 21.5 FT NW OF THE CENTER LINE OF VALLEY BLVD.
 EV2697'SET ABOUT 14 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED
 EV2697'BY A CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EV2697
 EV2697                          STATION RECOVERY (1978)
 EV2697
 EV2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1179 ***********************************************************************
 DB1179  DESIGNATION -  11 A
 DB1179  PID         -  DB1179
 DB1179  STATE/COUNTY-  CA/IMPERIAL
 DB1179  USGS QUAD   -  HEBER (1976)
 DB1179
 DB1179                         *CURRENT SURVEY CONTROL
 DB1179  ___________________________________________________________________
 DB1179* NAD 83(1986)-  32 40 48.     (N)    115 34 39.     (W)     SCALED    
 DB1179* NAVD 88     -        -0.405  (meters)      -1.33   (feet)  ADJUSTED  
 DB1179  ___________________________________________________________________
 DB1179  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DB1179  DYNAMIC HT  -          -0.405 (meters)      -1.33  (feet)  COMP
 DB1179  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 DB1179
 DB1179  VERT ORDER  -  SECOND    CLASS I
 DB1179
 DB1179.The horizontal coordinates were scaled from a topographic map and have
 DB1179.an estimated accuracy of +/- 6 seconds.
 DB1179
 DB1179.The orthometric height was determined by differential leveling
 DB1179.and adjusted in March 1994.
 DB1179
 DB1179.The geoid height was determined by GEOID03.
 DB1179
 DB1179.The dynamic height is computed by dividing the NAVD 88
 DB1179.geopotential number by the normal gravity value computed on the
 DB1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1179.degrees latitude (g = 980.6199 gals.).
 DB1179
 DB1179.The modeled gravity was interpolated from observed gravity values.
 DB1179
 DB1179;                    North         East    Units  Estimated Accuracy
 DB1179;SPC CA 6     -   557,130.    2,063,070.      MT  (+/- 180 meters Scaled)
 DB1179
 DB1179                          SUPERSEDED SURVEY CONTROL
 DB1179
 DB1179  NGVD 29 (??/??/??)   -1.113  (m)           -3.65   (f) ADJUSTED    2 1
 DB1179
 DB1179.Superseded values are not recommended for survey control.
 DB1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1179.See file dsdata.txt to determine how the superseded data were derived.
 DB1179
 DB1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS333167(NAD 83)
 DB1179_MARKER: DB = BENCH MARK DISK
 DB1179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB1179_SP_SET: HEADWALL
 DB1179_STAMPING: 11 A 1979
 DB1179_MARK LOGO: CADT  
 DB1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1179+STABILITY: SURFACE MOTION
 DB1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1179+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1991
 DB1179
 DB1179  HISTORY     - Date     Condition        Report By
 DB1179  HISTORY     - 1979     MONUMENTED       CADT
 DB1179  HISTORY     - 1981     GOOD             CA-025
 DB1179  HISTORY     - 1984     GOOD             CA-025
 DB1179  HISTORY     - 19881012 GOOD             CA-025
 DB1179  HISTORY     - 19911028 GOOD             CA-025
 DB1179
 DB1179                          STATION DESCRIPTION
 DB1179
 DB1179'DESCRIBED BY IMPERIAL COUNTY CALIFORNIA 1981
 DB1179'4.5 MI WEST FROM CALEXICO.
 DB1179'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 98 FROM THE INTERSECTION OF
 DB1179'STATE HIGHWAY 111 IN CALEXICO, 48 FEET NORTH OF THE CENTER LINE OF
 DB1179'STATE HIGHWAY 48, 24 FEET WEST OF THE CENTER LINE OF DELIVERY 38, AND
 DB1179'SET IN THE TOP OF AND 2.5 FEET WEST OF THE GATE GUIDE OF CONCRETE
 DB1179'CHECK IN WESTERN LATERAL 2.
 DB1179
 DB1179                          STATION RECOVERY (1984)
 DB1179
 DB1179'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB1179'RECOVERED IN GOOD CONDITION.
 DB1179
 DB1179                          STATION RECOVERY (1988)
 DB1179
 DB1179'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB1179'RECOVERED IN GOOD CONDITION.
 DB1179
 DB1179                          STATION RECOVERY (1991)
 DB1179
 DB1179'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB1179'ABOUT 4.5 MI (7.2 KM) WEST ALONG STATE HIGHWAY 98 FROM THE
 DB1179'INTERSECTION OF STATE HIGHWAY 111 IN CALEXICO, 48 FT (14.6 M) NORTH
 DB1179'OF THE CENTERLINE OF STATE HIGHWAY 48, 24 FT (7.3 M) WEST OF THE
 DB1179'CENTERLINE OF DELIVERY 38, AND SET IN THE TOP OF AND 2.5 FT (0.8 M)
 DB1179'WEST OF THE GATE GUIDE OF CONCRETE CHECK IN WESTERN LATERAL 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0367 ***********************************************************************
 EU0367  DESIGNATION -  11 A MWDSC
 EU0367  PID         -  EU0367
 EU0367  STATE/COUNTY-  CA/RIVERSIDE
 EU0367  USGS QUAD   -  GRANITE PASS (1985)
 EU0367
 EU0367                         *CURRENT SURVEY CONTROL
 EU0367  ___________________________________________________________________
 EU0367* NAD 83(1986)-  34 03 40.     (N)    115 08 59.     (W)     SCALED    
 EU0367* NAVD 88     -       384.91   (+/-2cm)    1262.8    (feet)  VERTCON   
 EU0367  ___________________________________________________________________
 EU0367  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EU0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0367
 EU0367.The horizontal coordinates were scaled from a topographic map and have
 EU0367.an estimated accuracy of +/- 6 seconds.
 EU0367
 EU0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0367.The vertical order pertains to the NGVD 29 superseded value.
 EU0367
 EU0367.The geoid height was determined by GEOID03.
 EU0367
 EU0367;                    North         East    Units  Estimated Accuracy
 EU0367;SPC CA 6     -   710,640.    2,101,580.      MT  (+/- 180 meters Scaled)
 EU0367
 EU0367                          SUPERSEDED SURVEY CONTROL
 EU0367
 EU0367  NGVD 29 (??/??/??)  384.231  (m)         1260.60   (f) ADJUSTED    1 2
 EU0367
 EU0367.Superseded values are not recommended for survey control.
 EU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0367.See file dsdata.txt to determine how the superseded data were derived.
 EU0367
 EU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT707704(NAD 83)
 EU0367_MARKER: DD = SURVEY DISK
 EU0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0367_SP_SET: IN CONCRETE
 EU0367_STAMPING: 11 A
 EU0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0367
 EU0367  HISTORY     - Date     Condition        Report By
 EU0367  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0367  HISTORY     - 1930     GOOD             MWDSC
 EU0367  HISTORY     - 1956     MARK NOT FOUND   USGS
 EU0367
 EU0367                          STATION DESCRIPTION
 EU0367
 EU0367'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0367'17.2 MI W FROM RICE.
 EU0367'IN RIVERSIDE COUNTY, ABOUT 17-1/4 MILES WEST OF RICE, SAN
 EU0367'BERNARDINO COUNTY, ABOUT 2-1/2 MILES EAST OF A SUMMIT BETWEEN
 EU0367'IRON AND GRANITE MOUNTAINS, ABOUT 1-1/4 MILES NORTHEAST ALONG
 EU0367'THE PRELIMINARY LOCATION SURVEY TRAVERSE FROM THE BASE OF THE
 EU0367'NORTHEAST POINT OF GRANITE MOUNTAINS, 610 FEET SOUTH OF STATION
 EU0367'3524+00, 480 FEET EAST OF STATION 3530+00, AND SURROUNDED BY A
 EU0367'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0367'STANDARD DISK, SET IN CONCRETE.  NOTE-- THE MARK FALLS IN AN
 EU0367'ABANDONED ARMY CAMP AND MAY HAVE BEEN DESTROYED OF MAY STILL
 EU0367'EXIST IN BRUSH-COVERED AREA.
 EU0367
 EU0367                          STATION RECOVERY (1956)
 EU0367
 EU0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5382 ***********************************************************************
 DX5382  DESIGNATION -  11 A PCL RESET
 DX5382  PID         -  DX5382
 DX5382  STATE/COUNTY-  CA/RIVERSIDE
 DX5382  USGS QUAD   -  LAKEVIEW (1979)
 DX5382
 DX5382                         *CURRENT SURVEY CONTROL
 DX5382  ___________________________________________________________________
 DX5382* NAD 83(1986)-  33 47 28.     (N)    117 01 39.     (W)     SCALED    
 DX5382* NAVD 88     -       459.341  (meters)    1507.02   (feet)  ADJUSTED  
 DX5382  ___________________________________________________________________
 DX5382  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DX5382  DYNAMIC HT  -         458.807 (meters)    1505.27  (feet)  COMP
 DX5382  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DX5382
 DX5382  VERT ORDER  -  FIRST     CLASS II
 DX5382
 DX5382.The horizontal coordinates were scaled from a topographic map and have
 DX5382.an estimated accuracy of +/- 6 seconds.
 DX5382
 DX5382.The orthometric height was determined by differential leveling
 DX5382.and adjusted in January 1993.
 DX5382
 DX5382.The geoid height was determined by GEOID03.
 DX5382
 DX5382.The dynamic height is computed by dividing the NAVD 88
 DX5382.geopotential number by the normal gravity value computed on the
 DX5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5382.degrees latitude (g = 980.6199 gals.).
 DX5382
 DX5382.The modeled gravity was interpolated from observed gravity values.
 DX5382
 DX5382;                    North         East    Units  Estimated Accuracy
 DX5382;SPC CA 6     -   680,430.    1,928,000.      MT  (+/- 180 meters Scaled)
 DX5382
 DX5382                          SUPERSEDED SURVEY CONTROL
 DX5382
 DX5382.No superseded survey control is available for this station.
 DX5382
 DX5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT974389(NAD 83)
 DX5382_MARKER: DD = SURVEY DISK
 DX5382_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5382_SP_SET: TOP OF WINGWALL
 DX5382_STAMPING: PCL 11A RESET 1991
 DX5382_MARK LOGO: NONE  
 DX5382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5382+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5382
 DX5382  HISTORY     - Date     Condition        Report By
 DX5382  HISTORY     - 1991     MONUMENTED       MWDSC
 DX5382  HISTORY     - 19920510 GOOD             MWDSC
 DX5382
 DX5382                          STATION DESCRIPTION
 DX5382
 DX5382'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5382'AT THE NORTHEAST WINGWALL OF THE WEBSTER AVE SIPHON ALONG THE CASA
 DX5382'LOMA CANAL, 4 FEET (1.2 M) SOUTHWEST OF NORTHEAST END OF WINGWALL
 DX5382'STATION 221+50. A 1-3/8 INCH BRASS DISK SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0329 ***********************************************************************
 LT0329  DESIGNATION -  11 A USGS
 LT0329  PID         -  LT0329
 LT0329  STATE/COUNTY-  CA/TEHAMA
 LT0329  USGS QUAD   -  FINLEY BUTTE (1995)
 LT0329
 LT0329                         *CURRENT SURVEY CONTROL
 LT0329  ___________________________________________________________________
 LT0329* NAD 83(1986)-  40 21 06.     (N)    121 46 51.     (W)     SCALED    
 LT0329* NAVD 88     -      1007.724  (meters)    3306.17   (feet)  ADJUSTED  
 LT0329  ___________________________________________________________________
 LT0329  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 LT0329  DYNAMIC HT  -        1007.053 (meters)    3303.97  (feet)  COMP
 LT0329  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 LT0329
 LT0329  VERT ORDER  -  SECOND    CLASS 0
 LT0329
 LT0329.The horizontal coordinates were scaled from a topographic map and have
 LT0329.an estimated accuracy of +/- 6 seconds.
 LT0329
 LT0329.The orthometric height was determined by differential leveling
 LT0329.and adjusted in June 1991.
 LT0329
 LT0329.The geoid height was determined by GEOID03.
 LT0329
 LT0329.The dynamic height is computed by dividing the NAVD 88
 LT0329.geopotential number by the normal gravity value computed on the
 LT0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0329.degrees latitude (g = 980.6199 gals.).
 LT0329
 LT0329.The modeled gravity was interpolated from observed gravity values.
 LT0329
 LT0329;                    North         East    Units  Estimated Accuracy
 LT0329;SPC CA 1     -   613,100.    2,018,620.      MT  (+/- 180 meters Scaled)
 LT0329
 LT0329                          SUPERSEDED SURVEY CONTROL
 LT0329
 LT0329  NGVD 29 (??/??/??) 1006.862  (m)         3303.35   (f) ADJUSTED    2 0
 LT0329
 LT0329.Superseded values are not recommended for survey control.
 LT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0329.See file dsdata.txt to determine how the superseded data were derived.
 LT0329
 LT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK035675(NAD 83)
 LT0329_MARKER: DD = SURVEY DISK
 LT0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0329_STAMPING: 3303.209 11 A 1924
 LT0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0329
 LT0329  HISTORY     - Date     Condition        Report By
 LT0329  HISTORY     - 1924     MONUMENTED       USGS
 LT0329  HISTORY     - 1934     GOOD             NGS
 LT0329
 LT0329                          STATION DESCRIPTION
 LT0329
 LT0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0329'9 MI E FROM PAYNES CREEK.
 LT0329'9.0 MILES EAST ALONG STATE HIGHWAY 36 FROM PAYNES CREEK, TEHAMA
 LT0329'COUNTY, ON THE PAYNES CREEK-BATTLE CREEK DIVIDE, 191 FEET EAST
 LT0329'OF THE CULVERT AT HIGHWAY STATION B 54+35, 23 FEET NORTH OF THE
 LT0329'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A FENCE LINE.  A
 LT0329'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3303.209 11
 LT0329'A 1924 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 LT0329'11 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0776 ***********************************************************************
 DB0776  DESIGNATION -  11 A USN
 DB0776  PID         -  DB0776
 DB0776  STATE/COUNTY-  CA/IMPERIAL
 DB0776  USGS QUAD   -  SEELEY (1979)
 DB0776
 DB0776                         *CURRENT SURVEY CONTROL
 DB0776  ___________________________________________________________________
 DB0776* NAD 83(1986)-  32 49 40.     (N)    115 40 20.     (W)     SCALED    
 DB0776* NAVD 88     -       -13.77   (+/-2cm)     -45.2    (feet)  VERTCON   
 DB0776  ___________________________________________________________________
 DB0776  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DB0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0776
 DB0776.The horizontal coordinates were scaled from a topographic map and have
 DB0776.an estimated accuracy of +/- 6 seconds.
 DB0776
 DB0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0776.The vertical order pertains to the NGVD 29 superseded value.
 DB0776
 DB0776.The geoid height was determined by GEOID03.
 DB0776
 DB0776;                    North         East    Units  Estimated Accuracy
 DB0776;SPC CA 6     -   573,470.    2,054,100.      MT  (+/- 180 meters Scaled)
 DB0776
 DB0776                          SUPERSEDED SURVEY CONTROL
 DB0776
 DB0776  NGVD 29 (??/??/??)  -14.494  (m)          -47.55   (f) ADJUSTED    1 2
 DB0776
 DB0776.Superseded values are not recommended for survey control.
 DB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0776.See file dsdata.txt to determine how the superseded data were derived.
 DB0776
 DB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS242329(NAD 83)
 DB0776_MARKER: N = NAIL
 DB0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0776_SP_SET: PAVEMENT
 DB0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0776
 DB0776  HISTORY     - Date     Condition        Report By
 DB0776  HISTORY     - UNK      MONUMENTED       DOD
 DB0776  HISTORY     - 1945     GOOD             NGS
 DB0776
 DB0776                          STATION DESCRIPTION
 DB0776
 DB0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0776'AT EL CENTRO.
 DB0776'ON THE CENTERLINE OF THE SOUTH ONE OF TWO PARALLEL EAST-WEST
 DB0776'RUNWAYS, 20 FEET EAST OF THE WEST END OF THE PAVEMENT, FLUSH
 DB0776'WITH THE PAVEMENT.  A NAIL AND WASHER, SET IN THE RUNWAY PAVEMENT.
 DB0776'PAVEMENT PAINTED 11 A 952.475.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0471 ***********************************************************************
 DX0471  FBN         -  This is a Federal Base Network Control Station.
 DX0471  DESIGNATION -  11 AAR
 DX0471  PID         -  DX0471
 DX0471  STATE/COUNTY-  CA/SAN DIEGO
 DX0471  USGS QUAD   -  CLARK LAKE (1974)
 DX0471
 DX0471                         *CURRENT SURVEY CONTROL
 DX0471  ___________________________________________________________________
 DX0471* NAD 83(2007)-  33 17 44.48094(N)    116 17 54.78654(W)     ADJUSTED  
 DX0471* NAVD 88     -       188.052  (meters)     616.97   (feet)  ADJUSTED  
 DX0471  ___________________________________________________________________
 DX0471  EPOCH DATE  -        2007.00
 DX0471  X           -  -2,364,405.007 (meters)                     COMP
 DX0471  Y           -  -4,784,314.430 (meters)                     COMP
 DX0471  Z           -   3,481,501.008 (meters)                     COMP
 DX0471  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 DX0471  ELLIP HEIGHT-         155.193 (meters)          (02/10/07) ADJUSTED
 DX0471  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DX0471  DYNAMIC HT  -         187.835 (meters)     616.26  (feet)  COMP
 DX0471
 DX0471  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX0471  Type    PID    Designation                      North   East  Ellip
 DX0471  -------------------------------------------------------------------
 DX0471  NETWORK DX0471 11 AAR                            0.22   0.18   0.90
 DX0471  -------------------------------------------------------------------
 DX0471  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 DX0471
 DX0471  VERT ORDER  -  THIRD
 DX0471
 DX0471.ITRF positions are available for this station.
 DX0471.The horizontal coordinates were established by GPS observations
 DX0471.and adjusted by the National Geodetic Survey in February 2007.
 DX0471
 DX0471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX0471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX0471.The horizontal coordinates are valid at the epoch date displayed above.
 DX0471.The epoch date for horizontal control is a decimal equivalence
 DX0471.of Year/Month/Day.
 DX0471
 DX0471.The orthometric height was determined by differential leveling
 DX0471.and adjusted in May 2000.
 DX0471.No vertical observational check was made to the station.
 DX0471
 DX0471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX0471
 DX0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX0471
 DX0471.The ellipsoidal height was determined by GPS observations
 DX0471.and is referenced to NAD 83.
 DX0471
 DX0471.The geoid height was determined by GEOID03.
 DX0471
 DX0471.The dynamic height is computed by dividing the NAVD 88
 DX0471.geopotential number by the normal gravity value computed on the
 DX0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0471.degrees latitude (g = 980.6199 gals.).
 DX0471
 DX0471.The modeled gravity was interpolated from observed gravity values.
 DX0471
 DX0471;                    North         East     Units Scale Factor Converg.
 DX0471;SPC CA 6     -   625,212.447 1,995,478.078   MT  0.99995436   -0 01 36.0
 DX0471;SPC CA 6     - 2,051,217.84  6,546,830.99   sFT  0.99995436   -0 01 36.0
 DX0471;UTM  11      - 3,684,287.312   565,307.577   MT  0.99965258   +0 23 06.3
 DX0471
 DX0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX0471!SPC CA 6     -   0.99997564  x   0.99995436  =   0.99993000
 DX0471!UTM  11      -   0.99997564  x   0.99965258  =   0.99962822
 DX0471
 DX0471                          SUPERSEDED SURVEY CONTROL
 DX0471
 DX0471  NAD 83(1998)-  33 17 44.47580(N)    116 17 54.78164(W) AD(2000.35) B
 DX0471  ELLIP H (04/03/01)  155.203  (m)                       GP(       ) 1 1
 DX0471  NAD 83(1998)-  33 17 44.47420(N)    116 17 54.78059(W) AD(1998.50) A
 DX0471  ELLIP H (04/06/00)  155.181  (m)                       GP(1998.50) 3 1
 DX0471  NAD 83(1992)-  33 17 44.46821(N)    116 17 54.77341(W) AD(1991.35) B
 DX0471  ELLIP H (08/04/92)  155.288  (m)                       GP(1991.35) 4 1
 DX0471  NAVD 88 (02/01/93)  188.052  (m)          616.97   (f) UNKNOWN     3 0
 DX0471  NGVD 29 (??/??/92)  187.363  (m)          614.71   (f) ADJ UNCH    1 1
 DX0471
 DX0471.Superseded values are not recommended for survey control.
 DX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0471.See file dsdata.txt to determine how the superseded data were derived.
 DX0471
 DX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS6530884287(NAD 83)
 DX0471_MARKER: DB = BENCH MARK DISK
 DX0471_SETTING: 66 = SET IN ROCK OUTCROP
 DX0471_SP_SET: ROCK OUTCROP
 DX0471_STAMPING: 11AAR 1960 615 FT
 DX0471_MARK LOGO: USGS  
 DX0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0471+STABILITY: POSITION/ELEVATION WELL
 DX0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0471+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000
 DX0471
 DX0471  HISTORY     - Date     Condition        Report By
 DX0471  HISTORY     - 1960     MONUMENTED       USGS
 DX0471  HISTORY     - 1968     GOOD             CA-073
 DX0471  HISTORY     - 1970     GOOD             CA-073
 DX0471  HISTORY     - 1978     GOOD             NGS
 DX0471  HISTORY     - 19910405 GOOD             CA-073
 DX0471  HISTORY     - 19950411 GOOD             CADT
 DX0471  HISTORY     - 19950628 GOOD             CADT
 DX0471  HISTORY     - 19980512 GOOD             CADT
 DX0471  HISTORY     - 20000330 GOOD             CADT
 DX0471
 DX0471                          STATION DESCRIPTION
 DX0471
 DX0471'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0471'1 MI W FROM BORREGO SPRINGS.
 DX0471'1 MILE WEST OF BORREGO SCHOOL, THENCE 3 MILES NORTH, THENCE 4
 DX0471'MILES EAST, 45 FEET WEST OF PEG LEG SMITH MONUMENT, 166 FEET
 DX0471'NE RD NE OF APPROXIMATE MIDDLE OF 90 DEGREE CURVE, 216 FEET
 DX0471'NW OF A POWER POLE, A STANDARD TABLET IN 2.5 X 2.5 FLAT ROCK.
 DX0471'T10S R6E 13.
 DX0471
 DX0471                          STATION RECOVERY (1970)
 DX0471
 DX0471'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0471'RECOVERED IN GOOD CONDITION.
 DX0471
 DX0471                          STATION RECOVERY (1978)
 DX0471
 DX0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0471'5.15 MILES NORTHEAST ALONG COUNTY ROAD S22 FROM THE BORREGO ELEMENTARY
 DX0471'SCHOOL, THENCE 0.2 MILE NORTHWEST ALONG HENDERSON CANYON ROAD, AT THE
 DX0471'PEG LEG SMITH HISTORICAL MARKER, 166.0 FT. NORTHEAST OF THE CENTER
 DX0471'LINE OF THE ROAD, 45.0 FT. WEST OF THE CENTER OF THE ROCK PILE
 DX0471'MONUMENT, 191.5 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE 6.5 FT.
 DX0471'MORTAR AND ROCK STATE HISTORICAL MARKER, IN THE CENTER OF THE TOP OF A
 DX0471'FLAT OUTCROP 0.2 FT. ABOVE GROUND.
 DX0471
 DX0471                          STATION RECOVERY (1991)
 DX0471
 DX0471'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1991
 DX0471'THE STATION IS LOCATED 4.8 MI (7.7 KM) NORTHWEST OF BORREGO SPRINGS
 DX0471'NEAR THE PEGLEG SMITH HISTORICAL MARKER.
 DX0471'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN BORREGO SPRINGS, KNOWN
 DX0471'LOCALLY AS CHRISTMAS CIRCLE, DRIVE EAST ON PALM CANYON ROAD, COUNTY
 DX0471'ROUTE S-22, FOR 4.4 MI (7.1 KM) TO A THE LEFT. FOLLOW S-22 TURNING
 DX0471'NORTH AND GO 2.5 MI (4.0 KM) TO THE BEGINNING OF A SWEEPING CURVE TO
 DX0471'THE RIGHT. CONTNIUE INTO THE CURVE 0.1 MI (0.2 KM) TO THE
 DX0471'INTERSECTION OF A PAVED ROAD TO THE LEFT. TURN LEFT, WEST, THEN NORTH
 DX0471'ON PAVED ROAD AND GO 0.1 MI (0.2 KM) TO A TURN IN THE ROAD TO THE
 DX0471'LEFT, WHERE IT BECOMES HENDERSON CANYON ROAD, AND THE ENTRANCE TO A
 DX0471'CAMP GROUND STRAIGHT AHEAD, NORTH. THE STATION 350 FT (106.7 M) NORTH
 DX0471'OF THE CAMPGROUND ENTRANCE.
 DX0471'THE STATION MARK IS 30 FT (9.1 M) WEST OF A 30 FT (9.1 M) DIAMETER
 DX0471'ROCK MOUND, 216 FT (65.8 M) NORTH OF POWER POLE 570222, 184 FT
 DX0471'(56.1 M) SOUTH OF POWER POLE 570221, 192 FT (58.5 M) SOUTHWEST OF A 5
 DX0471'FT (1.5 M) BY 2.5 FT (0.8 M) BY 6 FT (1.8 M) HIGH STONE MASONARY
 DX0471'NOSTORICAL MARKER, 150 FT (45.7 M) SOUTH OF A GLO DISK DISK MARKING
 DX0471'SECTION CORNER 13,18,24,19, AND THE BOUNDARY LINE OF A STATE PARK.
 DX0471
 DX0471                          STATION RECOVERY (1995)
 DX0471
 DX0471'RECOVERY NOTE BY CALTRANS 1995 (ATD)
 DX0471'RECOVERED AS DESCRIBED.
 DX0471
 DX0471                          STATION RECOVERY (1995)
 DX0471
 DX0471'RECOVERY NOTE BY CALTRANS 1995 (ATD)
 DX0471'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL
 DX0471'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988. RECOVERED AS
 DX0471'DESCRIBED.  OCCUPIED BY GPS RECEIVER AS PART OF SAN DIEGO VERTICAL GPS
 DX0471'SURVEY.
 DX0471
 DX0471                          STATION RECOVERY (1998)
 DX0471
 DX0471'RECOVERY NOTE BY CALTRANS 1998 (ATD)
 DX0471'RECOVERED AS DESCRIBED.
 DX0471
 DX0471                          STATION RECOVERY (2000)
 DX0471
 DX0471'RECOVERY NOTE BY CALTRANS 2000 (MEI)
 DX0471'RECOVERED AS DESCRIBED WITH THE ADDITIONAL INFORMATION.
 DX0471' 
 DX0471'THE STATION MARK IS 30 FT (9.1 M) WEST OF A 30 FT (9.1 M) DIAMETER
 DX0471'ROCK
 DX0471'MOUND, 66 FT NW OF THE WESTERN LEG OF A MAILBOX SUPPORT STAND, 39
 DX0471'FT NE OF A PARK SIGN INDICATING  NO SHOOTING, ETC.  IT IS ALSO 216 FT
 DX0471'(65.8 M) NORTH OF POWER POLE 570222, 184 FT (56.1 M) SOUTH OF POWER
 DX0471'POLE 570221, 192 FT (58.5 M) SOUTHWEST OF A 5 FT (1.5 M) BY 2.5 FT
 DX0471'(0.8 M)
 DX0471'BY 6 FT (1.8 M) HIGH STONE MASONRY HISTORICAL MARKER, 150 FT (45.7 M)
 DX0471'SOUTH OF A GLO DISK MARKING 10S/6E-7E, SECTION CORNER 13,18,24,19,
 DX0471'AND THE BOUNDARY LINE OF A STATE PARK.
 DX0471' 
 DX0471'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 DX0471'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 DX0471' 
 DX0471'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1783 ***********************************************************************
 JT1783  DESIGNATION -  11 B
 JT1783  PID         -  JT1783
 JT1783  STATE/COUNTY-  CA/NAPA
 JT1783  USGS QUAD   -  NAPA (1980)
 JT1783
 JT1783                         *CURRENT SURVEY CONTROL
 JT1783  ___________________________________________________________________
 JT1783* NAD 83(1986)-  38 16 54.     (N)    122 16 51.     (W)     SCALED    
 JT1783* NAVD 88     -         4.15   (+/-2cm)      13.6    (feet)  VERTCON   
 JT1783  ___________________________________________________________________
 JT1783  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1783  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1783
 JT1783.The horizontal coordinates were scaled from a topographic map and have
 JT1783.an estimated accuracy of +/- 6 seconds.
 JT1783
 JT1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1783.The vertical order pertains to the NGVD 29 superseded value.
 JT1783
 JT1783.The geoid height was determined by GEOID03.
 JT1783
 JT1783;                    North         East    Units  Estimated Accuracy
 JT1783;SPC CA 2     -   568,310.    1,975,430.      MT  (+/- 180 meters Scaled)
 JT1783
 JT1783                          SUPERSEDED SURVEY CONTROL
 JT1783
 JT1783  NGVD 29 (??/??/92)    3.38   (m)           11.1    (f) COMPUTED    1 1
 JT1783
 JT1783.Superseded values are not recommended for survey control.
 JT1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1783.See file dsdata.txt to determine how the superseded data were derived.
 JT1783
 JT1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628373(NAD 83)
 JT1783_MARKER: DD = SURVEY DISK
 JT1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1783_SP_SET: CONCRETE POST
 JT1783_MARK LOGO: CA2330
 JT1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1783+STABILITY: SURFACE MOTION
 JT1783
 JT1783  HISTORY     - Date     Condition        Report By
 JT1783  HISTORY     - 1971     MONUMENTED       CA2330
 JT1783
 JT1783                          STATION DESCRIPTION
 JT1783
 JT1783'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1783'ALONG ANIMAL SHELTER ROAD, 180 FT (54.9 M) NORTH OF IMOLA AVENUE, EAST
 JT1783'OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0366 ***********************************************************************
 EU0366  DESIGNATION -  11 B MWDSC
 EU0366  PID         -  EU0366
 EU0366  STATE/COUNTY-  CA/RIVERSIDE
 EU0366  USGS QUAD   -  GRANITE PASS (1985)
 EU0366
 EU0366                         *CURRENT SURVEY CONTROL
 EU0366  ___________________________________________________________________
 EU0366* NAD 83(1986)-  34 03 40.     (N)    115 09 12.     (W)     SCALED    
 EU0366* NAVD 88     -       387.30   (+/-2cm)    1270.7    (feet)  VERTCON   
 EU0366  ___________________________________________________________________
 EU0366  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EU0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0366
 EU0366.The horizontal coordinates were scaled from a topographic map and have
 EU0366.an estimated accuracy of +/- 6 seconds.
 EU0366
 EU0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0366.The vertical order pertains to the NGVD 29 superseded value.
 EU0366
 EU0366.The geoid height was determined by GEOID03.
 EU0366
 EU0366;                    North         East    Units  Estimated Accuracy
 EU0366;SPC CA 6     -   710,640.    2,101,240.      MT  (+/- 180 meters Scaled)
 EU0366
 EU0366                          SUPERSEDED SURVEY CONTROL
 EU0366
 EU0366  NGVD 29 (??/??/??)  386.622  (m)         1268.44   (f) ADJUSTED    1 2
 EU0366
 EU0366.Superseded values are not recommended for survey control.
 EU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0366.See file dsdata.txt to determine how the superseded data were derived.
 EU0366
 EU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT704704(NAD 83)
 EU0366_MARKER: DD = SURVEY DISK
 EU0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0366_SP_SET: IN CONCRETE
 EU0366_STAMPING: 11 B
 EU0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0366
 EU0366  HISTORY     - Date     Condition        Report By
 EU0366  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0366  HISTORY     - 1930     GOOD             MWDSC
 EU0366  HISTORY     - 1956     MARK NOT FOUND   USGS
 EU0366
 EU0366                          STATION DESCRIPTION
 EU0366
 EU0366'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0366'17.2 MI W FROM RICE.
 EU0366'IN RIVERSIDE COUNTY, ABOUT 17-1/4 MILES WEST OF RICE, SAN
 EU0366'BERNARDINO COUNTY, ABOUT 2-1/2 MILES EAST OF A SUMMIT BETWEEN
 EU0366'IRON AND GRANITE MOUNTAINS, ABOUT 1-1/4 MILES NORTHEAST ALONG
 EU0366'THE PRELIMINARY LOCATION SURVEY TRAVERSE FROM THE BASE OF THE
 EU0366'NORTHEAST POINT OF GRANITE MOUNTAINS, 550 FEET NORTHWEST OF
 EU0366'TRAVERSE STATION 3533+00, 525 FEET WEST-NORTHWEST OF STATION
 EU0366'3530+00, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 EU0366'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN CONCRETE.
 EU0366'NOTE-- THE MARK FALLS IN AN ABANDONED ARMY CAMP AND IT MAY HAVE
 EU0366'BEEN DESTROYED OR MAY STILL EXIST IN BRUSH AREA.
 EU0366
 EU0366                          STATION RECOVERY (1956)
 EU0366
 EU0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0245 ***********************************************************************
 MX0245  DESIGNATION -  11 C
 MX0245  PID         -  MX0245
 MX0245  STATE/COUNTY-  CA/SISKIYOU
 MX0245  USGS QUAD   -  CALLAHAN (1986)
 MX0245
 MX0245                         *CURRENT SURVEY CONTROL
 MX0245  ___________________________________________________________________
 MX0245* NAD 83(1986)-  41 18 34.     (N)    122 48 02.     (W)     SCALED    
 MX0245* NAVD 88     -       953.128  (meters)    3127.05   (feet)  ADJUSTED  
 MX0245  ___________________________________________________________________
 MX0245  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 MX0245  DYNAMIC HT  -         952.541 (meters)    3125.13  (feet)  COMP
 MX0245  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 MX0245
 MX0245  VERT ORDER  -  SECOND    CLASS 0
 MX0245
 MX0245.The horizontal coordinates were scaled from a topographic map and have
 MX0245.an estimated accuracy of +/- 6 seconds.
 MX0245
 MX0245.The orthometric height was determined by differential leveling
 MX0245.and adjusted in June 1991.
 MX0245
 MX0245.The geoid height was determined by GEOID03.
 MX0245
 MX0245.The dynamic height is computed by dividing the NAVD 88
 MX0245.geopotential number by the normal gravity value computed on the
 MX0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0245.degrees latitude (g = 980.6199 gals.).
 MX0245
 MX0245.The modeled gravity was interpolated from observed gravity values.
 MX0245
 MX0245;                    North         East    Units  Estimated Accuracy
 MX0245;SPC CA 1     -   719,730.    1,932,970.      MT  (+/- 180 meters Scaled)
 MX0245
 MX0245                          SUPERSEDED SURVEY CONTROL
 MX0245
 MX0245  NGVD 29 (??/??/??)  952.112  (m)         3123.72   (f) ADJUSTED    2 0
 MX0245
 MX0245.Superseded values are not recommended for survey control.
 MX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0245.See file dsdata.txt to determine how the superseded data were derived.
 MX0245
 MX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL166731(NAD 83)
 MX0245_MARKER: DB = BENCH MARK DISK
 MX0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0245_SP_SET: STEPS
 MX0245_STAMPING: 11 C 1931
 MX0245_MARK LOGO: USGS  
 MX0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0245
 MX0245  HISTORY     - Date     Condition        Report By
 MX0245  HISTORY     - 1931     MONUMENTED       USGS
 MX0245  HISTORY     - 1952     GOOD             CGS
 MX0245
 MX0245                          STATION DESCRIPTION
 MX0245
 MX0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0245'AT CALLAHAN.
 MX0245'AT CALLAHAN, IN THE BOTTOM STEP OF THE CONCRETE STEPS LEADING
 MX0245'INTO THE SCHOOL HOUSE, ABOUT 300.0 FEET SOUTHEAST OF B M D 199,
 MX0245'11.0 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 2.0
 MX0245'FEET NORTHEAST OF THE CENTER OF THE BOTTOM STEP, AND ABOUT 1.0
 MX0245'FOOT HIGHER THAN THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1691 ***********************************************************************
 DY1691  DESIGNATION -  11 C C OF LA
 DY1691  PID         -  DY1691
 DY1691  STATE/COUNTY-  CA/LOS ANGELES
 DY1691  USGS QUAD   -  INGLEWOOD (1981)
 DY1691
 DY1691                         *CURRENT SURVEY CONTROL
 DY1691  ___________________________________________________________________
 DY1691* NAD 83(1986)-  33 59 20.     (N)    118 19 52.     (W)     SCALED    
 DY1691* NAVD 88     -        54.93   (+/-2cm)     180.2    (feet)  VERTCON   
 DY1691  ___________________________________________________________________
 DY1691  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY1691  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1691
 DY1691.The horizontal coordinates were scaled from a topographic map and have
 DY1691.an estimated accuracy of +/- 6 seconds.
 DY1691
 DY1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1691.The vertical order pertains to the NGVD 29 superseded value.
 DY1691
 DY1691.The geoid height was determined by GEOID03.
 DY1691
 DY1691;                    North         East    Units  Estimated Accuracy
 DY1691;SPC CA 5     -   554,280.    1,969,410.      MT  (+/- 180 meters Scaled)
 DY1691
 DY1691                          SUPERSEDED SURVEY CONTROL
 DY1691
 DY1691  NGVD 29 (??/??/92)   54.17   (m)          177.7    (f) COMPUTED    1 1
 DY1691
 DY1691.Superseded values are not recommended for survey control.
 DY1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1691.See file dsdata.txt to determine how the superseded data were derived.
 DY1691
 DY1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770617(NAD 83)
 DY1691_MARKER: S = SPIKE
 DY1691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1691_SP_SET: CATCH BASIN
 DY1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1691
 DY1691  HISTORY     - Date     Condition        Report By
 DY1691  HISTORY     - UNK      MONUMENTED       CA1980
 DY1691  HISTORY     - 1969     GOOD             CA1980
 DY1691
 DY1691                          STATION DESCRIPTION
 DY1691
 DY1691'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1691'AT LOS ANGELES.
 DY1691'CUT SPIKE 11-C IN NORTHEAST CORNER OF CATCH BASIN, 3.5 FEET
 DY1691'NORTH OF NORTH CURB LINE OF SLAUSON AVENUE, 25.5 FEET WEST
 DY1691'OF WEST CURB LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0365 ***********************************************************************
 EU0365  DESIGNATION -  11 C MWDSC
 EU0365  PID         -  EU0365
 EU0365  STATE/COUNTY-  CA/RIVERSIDE
 EU0365  USGS QUAD   -  GRANITE PASS (1985)
 EU0365
 EU0365                         *CURRENT SURVEY CONTROL
 EU0365  ___________________________________________________________________
 EU0365* NAD 83(1986)-  34 02 51.     (N)    115 10 19.     (W)     SCALED    
 EU0365* NAVD 88     -       466.59   (+/-2cm)    1530.8    (feet)  VERTCON   
 EU0365  ___________________________________________________________________
 EU0365  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EU0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0365
 EU0365.The horizontal coordinates were scaled from a topographic map and have
 EU0365.an estimated accuracy of +/- 6 seconds.
 EU0365
 EU0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0365.The vertical order pertains to the NGVD 29 superseded value.
 EU0365
 EU0365.The geoid height was determined by GEOID03.
 EU0365
 EU0365;                    North         East    Units  Estimated Accuracy
 EU0365;SPC CA 6     -   709,110.    2,099,540.      MT  (+/- 180 meters Scaled)
 EU0365
 EU0365                          SUPERSEDED SURVEY CONTROL
 EU0365
 EU0365  NGVD 29 (??/??/??)  465.903  (m)         1528.55   (f) ADJUSTED    1 2
 EU0365
 EU0365.Superseded values are not recommended for survey control.
 EU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0365.See file dsdata.txt to determine how the superseded data were derived.
 EU0365
 EU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT687689(NAD 83)
 EU0365_MARKER: DD = SURVEY DISK
 EU0365_SETTING: 66 = SET IN ROCK OUTCROP
 EU0365_SP_SET: BEDROCK
 EU0365_STAMPING: 11 C
 EU0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0365+STABILITY: POSITION/ELEVATION WELL
 EU0365
 EU0365  HISTORY     - Date     Condition        Report By
 EU0365  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0365  HISTORY     - 1930     GOOD             MWDSC
 EU0365  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0365
 EU0365                          STATION DESCRIPTION
 EU0365
 EU0365'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0365'18.2 MI W FROM RICE.
 EU0365'IN RIVERSIDE COUNTY, ABOUT 18-1/4 MILES WEST OF RICE, SAN
 EU0365'BERNARDINO COUNTY, AT THE BASE OF THE NORTH END OF GRANITE
 EU0365'MOUNTAINS, ABOUT 1-3/4 MILES SOUTHEAST OF A SUMMIT BETWEEN IRON
 EU0365'AND GRANITE MOUNTAINS, ABOUT 400 FEET SOUTHEAST OF A NEW ROAD,
 EU0365'50 FEET EAST OF THE SECOND PROJECTING RIDGE EAST OF THE SUMMIT
 EU0365'ON THE EAST SIDE OF A LARGE CANYON, 8 FEET UP A STEEL SLOPE, AND
 EU0365'IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0365'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 EU0365
 EU0365                          STATION RECOVERY (1976)
 EU0365
 EU0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0365'AT THE BASE OF THE NORTH END OF GRANITE MOUNTAINS, 1.75 MILES
 EU0365'SOUTHEAST OF A SUMMIT BETWEEN IRON AND GRANITE MOUNTAINS, 4000 FT.
 EU0365'SOUTHEAST OF A ROAD 50 FT. EAST OF THE SECOND PROJECTING RIDGE EAST
 EU0365'OF THE SUMMIT ON THE EAST SIDE OF A LARGE CANYON, 8 FT. UP A STEEP
 EU0365'SLOPE AND IN BEDROCK NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0291 ***********************************************************************
 DY0291  DESIGNATION -  11 C OF LB
 DY0291  PID         -  DY0291
 DY0291  STATE/COUNTY-  CA/LOS ANGELES
 DY0291  USGS QUAD   -  LONG BEACH (1981)
 DY0291
 DY0291                         *CURRENT SURVEY CONTROL
 DY0291  ___________________________________________________________________
 DY0291* NAD 83(1986)-  33 46 58.     (N)    118 10 51.     (W)     SCALED    
 DY0291* NAVD 88     -        10.74   (+/-2cm)      35.2    (feet)  VERTCON   
 DY0291  ___________________________________________________________________
 DY0291  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY0291  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0291
 DY0291.The horizontal coordinates were scaled from a topographic map and have
 DY0291.an estimated accuracy of +/- 6 seconds.
 DY0291
 DY0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0291.The vertical order pertains to the NGVD 29 superseded value.
 DY0291
 DY0291.The geoid height was determined by GEOID03.
 DY0291
 DY0291;                    North         East    Units  Estimated Accuracy
 DY0291;SPC CA 5     -   531,380.    1,983,250.      MT  (+/- 180 meters Scaled)
 DY0291
 DY0291                          SUPERSEDED SURVEY CONTROL
 DY0291
 DY0291  NGVD 29 (??/??/92)    9.947  (m)           32.63   (f) ADJ UNCH    1 2
 DY0291
 DY0291.Superseded values are not recommended for survey control.
 DY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0291.See file dsdata.txt to determine how the superseded data were derived.
 DY0291
 DY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT906386(NAD 83)
 DY0291_MARKER: DD = SURVEY DISK
 DY0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0291_STAMPING: L B B M NO 11
 DY0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0291+STABILITY: SURFACE MOTION
 DY0291
 DY0291  HISTORY     - Date     Condition        Report By
 DY0291  HISTORY     - UNK      MONUMENTED       CA1970
 DY0291  HISTORY     - 1954     GOOD             NGS
 DY0291  HISTORY     - 1958     GOOD             NGS
 DY0291
 DY0291                          STATION DESCRIPTION
 DY0291
 DY0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0291'AT LONG BEACH.
 DY0291'AT LONG BEACH, AT THE INTERSECTION OF ANAHEIM STREET AND CALIFORNIA
 DY0291'AVENUE, AT THE SOUTHWEST CORNER OF THE INTERSECTION, IN THE ASPHALT
 DY0291'BETWEEN THE SIDEWALK AND THE SOUTH CURB OF THE STREET, 13.2 FEET
 DY0291'WEST OF THE WEST CURB OF THE AVENUE, 7.3 FEET SOUTH OF THE CURB
 DY0291'OF THE STREET, 0.8 FOOT BELOW THE SURFACE OF THE ASPHALT, AND SET
 DY0291'IN THE TOP OF A CONCRETE POST ENCASED BY A 5-INCH METAL PIPE
 DY0291'WITHOUT A COVER.
 DY0291
 DY0291                          STATION RECOVERY (1958)
 DY0291
 DY0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0607 ***********************************************************************
 DY0607  DESIGNATION -  11 CAHD
 DY0607  PID         -  DY0607
 DY0607  STATE/COUNTY-  CA/ORANGE
 DY0607  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0607
 DY0607                         *CURRENT SURVEY CONTROL
 DY0607  ___________________________________________________________________
 DY0607* NAD 83(1986)-  33 46 27.     (N)    118 04 52.     (W)     SCALED    
 DY0607* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 DY0607  ___________________________________________________________________
 DY0607  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0607  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0607
 DY0607.The horizontal coordinates were scaled from a topographic map and have
 DY0607.an estimated accuracy of +/- 6 seconds.
 DY0607
 DY0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0607.The vertical order pertains to the NGVD 29 superseded value.
 DY0607
 DY0607.The geoid height was determined by GEOID03.
 DY0607
 DY0607;                    North         East    Units  Estimated Accuracy
 DY0607;SPC CA 6     -   679,770.    1,830,400.      MT  (+/- 180 meters Scaled)
 DY0607
 DY0607                          SUPERSEDED SURVEY CONTROL
 DY0607
 DY0607  NGVD 29 (??/??/92)    2.29   (m)            7.5    (f) COMPUTED    1 2
 DY0607
 DY0607.Superseded values are not recommended for survey control.
 DY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0607.See file dsdata.txt to determine how the superseded data were derived.
 DY0607
 DY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT998376(NAD 83)
 DY0607_MARKER: DD = SURVEY DISK
 DY0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0607+STABILITY: SURFACE MOTION
 DY0607
 DY0607  HISTORY     - Date     Condition        Report By
 DY0607  HISTORY     - UNK      MONUMENTED       CADH
 DY0607  HISTORY     - 1955     GOOD             NGS
 DY0607  HISTORY     - 1961     GOOD             NGS
 DY0607
 DY0607                          STATION DESCRIPTION
 DY0607
 DY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0607'2.2 MI E FROM LONG BEACH.
 DY0607'2.2 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE AVENUE) FROM
 DY0607'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION HOSPITAL
 DY0607'AT LONG BEACH, 0.15 MILE EAST OF A 6- BY 4-FOOT CONCRETE BOX
 DY0607'CULVERT, 32.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 12 FEET
 DY0607'EAST OF TELEPHONE POLE 175, 2.2 FEET WEST OF A WITNESS POST,
 DY0607'ABOUT 1 FOOT LOWER THAN THE AVENUE, 1.0 FOOT UNDERGROUND, AND SET
 DY0607'IN THE TOP OF A CONCRETE POST.
 DY0607
 DY0607                          STATION RECOVERY (1961)
 DY0607
 DY0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0616 ***********************************************************************
 KS0616  DESIGNATION -  11 CAHD
 KS0616  PID         -  KS0616
 KS0616  STATE/COUNTY-  CA/BUTTE
 KS0616  USGS QUAD   -  PULGA (1994)
 KS0616
 KS0616                         *CURRENT SURVEY CONTROL
 KS0616  ___________________________________________________________________
 KS0616* NAD 83(1986)-  39 46 14.     (N)    121 27 55.     (W)     SCALED    
 KS0616* NAVD 88     -       583.126  (meters)    1913.14   (feet)  ADJUSTED  
 KS0616  ___________________________________________________________________
 KS0616  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 KS0616  DYNAMIC HT  -         582.720 (meters)    1911.81  (feet)  COMP
 KS0616  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 KS0616
 KS0616  VERT ORDER  -  FIRST     CLASS II
 KS0616
 KS0616.The horizontal coordinates were scaled from a topographic map and have
 KS0616.an estimated accuracy of +/- 6 seconds.
 KS0616
 KS0616.The orthometric height was determined by differential leveling
 KS0616.and adjusted in June 1991.
 KS0616
 KS0616.The geoid height was determined by GEOID03.
 KS0616
 KS0616.The dynamic height is computed by dividing the NAVD 88
 KS0616.geopotential number by the normal gravity value computed on the
 KS0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0616.degrees latitude (g = 980.6199 gals.).
 KS0616
 KS0616.The modeled gravity was interpolated from observed gravity values.
 KS0616
 KS0616;                    North         East    Units  Estimated Accuracy
 KS0616;SPC CA 2     -   733,690.    2,045,810.      MT  (+/- 180 meters Scaled)
 KS0616
 KS0616                          SUPERSEDED SURVEY CONTROL
 KS0616
 KS0616  NGVD 29 (??/??/??)  582.358  (m)         1910.62   (f) ADJUSTED    1 2
 KS0616
 KS0616.Superseded values are not recommended for survey control.
 KS0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0616.See file dsdata.txt to determine how the superseded data were derived.
 KS0616
 KS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK314034(NAD 83)
 KS0616_MARKER: DD = SURVEY DISK
 KS0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0616_SP_SET: CULVERT
 KS0616_STAMPING: 1918.08 11
 KS0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0616+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS0616
 KS0616  HISTORY     - Date     Condition        Report By
 KS0616  HISTORY     - UNK      MONUMENTED       CADH
 KS0616  HISTORY     - 1952     GOOD             NGS
 KS0616  HISTORY     - 1974     GOOD             USGS
 KS0616  HISTORY     - 20040324 GOOD             CADT
 KS0616
 KS0616                          STATION DESCRIPTION
 KS0616
 KS0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0616'3 MI S FROM PULGA.
 KS0616'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0616'PULGA, THENCE 2.3 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE TOP
 KS0616'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF AN L SHAPE
 KS0616'CONCRETE CULVERT NO. C 181+45, 0.4 FOOT WEST OF THE EAST END,
 KS0616'18 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1/2
 KS0616'FOOT HIGHER THAN THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24 IS
 KS0616'NOW U.S. HIGHWAY 40 ALTERNATE.  NOTE-- 1974 HIGHWAY 40 IS NOW STATE
 KS0616'HIGHWAY 70.
 KS0616
 KS0616                          STATION RECOVERY (1974)
 KS0616
 KS0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0616'RECOVERED IN GOOD CONDITION.
 KS0616
 KS0616                          STATION RECOVERY (2004)
 KS0616
 KS0616'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4460 ***********************************************************************
 EW4460  DESIGNATION -  11 D 21 C OF LA
 EW4460  PID         -  EW4460
 EW4460  STATE/COUNTY-  CA/LOS ANGELES
 EW4460  USGS QUAD   -  CALABASAS (1967)
 EW4460
 EW4460                         *CURRENT SURVEY CONTROL
 EW4460  ___________________________________________________________________
 EW4460* NAD 83(1986)-  34 09 52.     (N)    118 37 42.     (W)     SCALED    
 EW4460* NAVD 88     -       277.70   (+/-2cm)     911.1    (feet)  VERTCON   
 EW4460  ___________________________________________________________________
 EW4460  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4460  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4460
 EW4460.The horizontal coordinates were scaled from a topographic map and have
 EW4460.an estimated accuracy of +/- 6 seconds.
 EW4460
 EW4460.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4460.The vertical order pertains to the NGVD 29 superseded value.
 EW4460
 EW4460.The geoid height was determined by GEOID03.
 EW4460
 EW4460;                    North         East    Units  Estimated Accuracy
 EW4460;SPC CA 5     -   573,890.    1,942,070.      MT  (+/- 180 meters Scaled)
 EW4460
 EW4460                          SUPERSEDED SURVEY CONTROL
 EW4460
 EW4460  NGVD 29 (??/??/92)  276.91   (m)          908.5    (f) COMPUTED    1 1
 EW4460
 EW4460.Superseded values are not recommended for survey control.
 EW4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4460.See file dsdata.txt to determine how the superseded data were derived.
 EW4460
 EW4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT499815(NAD 83)
 EW4460_MARKER: Z = SEE DESCRIPTION
 EW4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4460_STAMPING: 11-D-21 1941
 EW4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4460+STABILITY: SURFACE MOTION
 EW4460
 EW4460  HISTORY     - Date     Condition        Report By
 EW4460  HISTORY     - 1941     MONUMENTED       CA1980
 EW4460  HISTORY     - 1968     GOOD             CA1980
 EW4460
 EW4460                          STATION DESCRIPTION
 EW4460
 EW4460'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4460'AT LOS ANGELES.
 EW4460'STANDARD TRAVERSE MONUMENT DRY CANYON I-5C, STAMPED 11-D-21
 EW4460'1941, ON THE CENTER LINE OF VENTURA BOULEVARD, 478.645 FEET
 EW4460'WEST OF THE CENTER LINE OF ROYER AVENUE, OPPOSITE BUILDING 23049.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4342 ***********************************************************************
 EW4342  DESIGNATION -  11 D 22 AUX 1 C OF LA
 EW4342  PID         -  EW4342
 EW4342  STATE/COUNTY-  CA/LOS ANGELES
 EW4342  USGS QUAD   -  CANOGA PARK (1967)
 EW4342
 EW4342                         *CURRENT SURVEY CONTROL
 EW4342  ___________________________________________________________________
 EW4342* NAD 83(1986)-  34 09 56.     (N)    118 37 26.     (W)     SCALED    
 EW4342* NAVD 88     -       272.82   (+/-2cm)     895.1    (feet)  VERTCON   
 EW4342  ___________________________________________________________________
 EW4342  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4342  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4342
 EW4342.The horizontal coordinates were scaled from a topographic map and have
 EW4342.an estimated accuracy of +/- 6 seconds.
 EW4342
 EW4342.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4342.The vertical order pertains to the NGVD 29 superseded value.
 EW4342
 EW4342.The geoid height was determined by GEOID03.
 EW4342
 EW4342;                    North         East    Units  Estimated Accuracy
 EW4342;SPC CA 5     -   574,010.    1,942,480.      MT  (+/- 180 meters Scaled)
 EW4342
 EW4342                          SUPERSEDED SURVEY CONTROL
 EW4342
 EW4342  NGVD 29 (??/??/92)  272.04   (m)          892.5    (f) COMPUTED    1 1
 EW4342
 EW4342.Superseded values are not recommended for survey control.
 EW4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4342.See file dsdata.txt to determine how the superseded data were derived.
 EW4342
 EW4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503817(NAD 83)
 EW4342_MARKER: Z = SEE DESCRIPTION
 EW4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4342_STAMPING: 11-D-22 AUX 1 1953
 EW4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4342+STABILITY: SURFACE MOTION
 EW4342
 EW4342  HISTORY     - Date     Condition        Report By
 EW4342  HISTORY     - 1953     MONUMENTED       CA1980
 EW4342  HISTORY     - 1968     GOOD             CA1980
 EW4342
 EW4342                          STATION DESCRIPTION
 EW4342
 EW4342'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4342'AT LOS ANGELES.
 EW4342'STANDARD TRAVERSE MONUMENT DRY CANYON J-5C AUX 1, STAMPED
 EW4342'11-D-22 AUX 1 1953, 4.5 FEET NORTH OF THE CENTER LINE OF VENTURA
 EW4342'BOULEVARD, 40 FEET WEST OF THE CENTER LINE OF RIGOLETTO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4337 ***********************************************************************
 EW4337  DESIGNATION -  11 D 23
 EW4337  PID         -  EW4337
 EW4337  STATE/COUNTY-  CA/LOS ANGELES
 EW4337  USGS QUAD   -  CANOGA PARK (1967)
 EW4337
 EW4337                         *CURRENT SURVEY CONTROL
 EW4337  ___________________________________________________________________
 EW4337* NAD 83(1986)-  34 10 08.     (N)    118 36 48.     (W)     SCALED    
 EW4337* NAVD 88     -       269.144  (meters)     883.02   (feet)  READJUSTED
 EW4337  ___________________________________________________________________
 EW4337  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4337  DYNAMIC HT  -         268.860 (meters)     882.08  (feet)  COMP
 EW4337  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 EW4337
 EW4337  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW4337
 EW4337.The horizontal coordinates were scaled from a topographic map and have
 EW4337.an estimated accuracy of +/- 6 seconds.
 EW4337
 EW4337.The orthometric height was determined by differential leveling
 EW4337.and adjusted in February 1993.
 EW4337.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW4337.mark was located on a no-check spur therefore a value was not computed.
 EW4337.The height was derived from older observations constrained to new
 EW4337.heights in a crustal motion area.  The height is approximate in
 EW4337.relation to other heights in its vicinity.
 EW4337.No vertical observational check was made to the station.
 EW4337
 EW4337.The geoid height was determined by GEOID03.
 EW4337
 EW4337.The dynamic height is computed by dividing the NAVD 88
 EW4337.geopotential number by the normal gravity value computed on the
 EW4337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4337.degrees latitude (g = 980.6199 gals.).
 EW4337
 EW4337.The modeled gravity was interpolated from observed gravity values.
 EW4337
 EW4337;                    North         East    Units  Estimated Accuracy
 EW4337;SPC CA 5     -   574,370.    1,943,450.      MT  (+/- 180 meters Scaled)
 EW4337
 EW4337                          SUPERSEDED SURVEY CONTROL
 EW4337
 EW4337  NGVD 29 (??/??/92)  268.356  (m)          880.43   (f) ADJ UNCH    1 1
 EW4337
 EW4337.Superseded values are not recommended for survey control.
 EW4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4337.See file dsdata.txt to determine how the superseded data were derived.
 EW4337
 EW4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT513820(NAD 83)
 EW4337_MARKER: DE = TRAVERSE STATION DISK
 EW4337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4337_SP_SET: WELL
 EW4337_STAMPING: 11-D-23 1941
 EW4337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4337
 EW4337  HISTORY     - Date     Condition        Report By
 EW4337  HISTORY     - 1941     MONUMENTED       CA1980
 EW4337  HISTORY     - 1968     GOOD             CA1980
 EW4337  HISTORY     - 1974     GOOD             CA-037
 EW4337  HISTORY     - 1978     GOOD             NGS
 EW4337  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4337
 EW4337                          STATION DESCRIPTION
 EW4337
 EW4337'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4337'AT WOODLAND HILLS.
 EW4337'WOODLAND HILL, VENTURA BLVD ABOUT 380 FT E OF SHOUP AVE AND S
 EW4337'OF A FREEWAY OFF-RAMP, 43.5 FT SE OF PP 229046M AND 4 FT N OF
 EW4337'N CURB OF THE MEDIAN STRIP ON VENTURA BLVD.  SET ABOUT 10 INCHES
 EW4337'BELOW THE SURFACE IN A WELL, AND PROTECTED BY A CAST IRON COVER
 EW4337'MARKED CITY OF LOS ANGELES ENGINEERING.
 EW4337
 EW4337                          STATION RECOVERY (1974)
 EW4337
 EW4337'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW4337'VENTURA BOULEVARD ABOUT 380 FEET EASTERLY OF SHOUP AVENUE AND SOUTH OF
 EW4337'A FREEWAY OFF-RAMP, 43.5 FEET SOUTHEASTERLY OF POWER POLE NO. 229046M
 EW4337'AND 4.0 FEET NORTH OF THE NORTH CURB OF THE MEDIAN STRIP ON VENTURA
 EW4337'BOULEVARD, SET ABOUT 10 INCHES BELOW THE SURFACE IN A WELL, AND
 EW4337'PROTECTED BY A CAST IRON COVER MARKED CITY OF LOS ANGELES ENGINEERING.
 EW4337
 EW4337                          STATION RECOVERY (1978)
 EW4337
 EW4337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4337'ADD--ABOUT 100 FT. WEST OF THE U.S. HIGHWAY 101 OVERPASS.
 EW4337
 EW4337                          STATION RECOVERY (1989)
 EW4337
 EW4337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4331 ***********************************************************************
 EW4331  DESIGNATION -  11 D 24
 EW4331  PID         -  EW4331
 EW4331  STATE/COUNTY-  CA/LOS ANGELES
 EW4331  USGS QUAD   -  CANOGA PARK (1967)
 EW4331
 EW4331                         *CURRENT SURVEY CONTROL
 EW4331  ___________________________________________________________________
 EW4331* NAD 83(1986)-  34 10 07.     (N)    118 36 21.     (W)     SCALED    
 EW4331* NAVD 88     -       272.612  (meters)     894.39   (feet)  ADJUSTED  
 EW4331  ___________________________________________________________________
 EW4331  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4331  DYNAMIC HT  -         272.322 (meters)     893.44  (feet)  COMP
 EW4331  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 EW4331
 EW4331  VERT ORDER  -  FIRST     CLASS I
 EW4331
 EW4331.The horizontal coordinates were scaled from a topographic map and have
 EW4331.an estimated accuracy of +/- 6 seconds.
 EW4331
 EW4331.The orthometric height was determined by differential leveling
 EW4331.and adjusted in June 1995.
 EW4331
 EW4331.The geoid height was determined by GEOID03.
 EW4331
 EW4331.The dynamic height is computed by dividing the NAVD 88
 EW4331.geopotential number by the normal gravity value computed on the
 EW4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4331.degrees latitude (g = 980.6199 gals.).
 EW4331
 EW4331.The modeled gravity was interpolated from observed gravity values.
 EW4331
 EW4331;                    North         East    Units  Estimated Accuracy
 EW4331;SPC CA 5     -   574,330.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW4331
 EW4331                          SUPERSEDED SURVEY CONTROL
 EW4331
 EW4331  NAVD 88 (10/28/92)  272.607  (m)          894.38   (f) UNKNOWN     1 1
 EW4331  NGVD 29 (??/??/92)  271.819  (m)          891.79   (f) ADJ UNCH    1 1
 EW4331
 EW4331.Superseded values are not recommended for survey control.
 EW4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4331.See file dsdata.txt to determine how the superseded data were derived.
 EW4331
 EW4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519820(NAD 83)
 EW4331_MARKER: DD = SURVEY DISK
 EW4331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4331_SP_SET: CONCRETE POST
 EW4331_STAMPING: 11-D-24 1941
 EW4331_MARK LOGO: CA1980
 EW4331_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4331+STABILITY: SURFACE MOTION
 EW4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4331+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4331
 EW4331  HISTORY     - Date     Condition        Report By
 EW4331  HISTORY     - 1941     MONUMENTED       CA1980
 EW4331  HISTORY     - 1968     GOOD             CA1980
 EW4331  HISTORY     - 1968     GOOD             CA-037
 EW4331  HISTORY     - 1971     GOOD             CA-037
 EW4331  HISTORY     - 1978     GOOD             NGS
 EW4331  HISTORY     - 19890518 GOOD             NGS
 EW4331  HISTORY     - 19940613 GOOD             NGS
 EW4331
 EW4331                          STATION DESCRIPTION
 EW4331
 EW4331'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4331'0.2 MI S FROM WOODLAND HILLS.
 EW4331'0.15 MI S OF THE VENTURA FREEWAY, WOODLAND HILLS, TOPANGA CANYON
 EW4331'BLVD AND VENTURA BLVD, ON THE CENTER LINE OF TOPANGA CANYON BLVD
 EW4331'7.3 FT N OF THE CENTER LINE INTERSECTION, SET ABOUT 10 INCHES
 EW4331'BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER
 EW4331'MARKED CITY OF LOS ANGELES ENGINEERING.
 EW4331
 EW4331                          STATION RECOVERY (1968)
 EW4331
 EW4331'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4331'TOPANGA CANYON BOULEVARD AND VENTURA BOULEVARD, ON THE CENTER LINE OF
 EW4331'TOPANGA CANYON BOULEVARD 7.3 FEET NORTH OF THE CENTER LINE
 EW4331'INTERSECTION, SET ABOUT 10 INCHES BELOW THE SURFACE IN A WELL AND
 EW4331'PROTECTED BY A CAST IRON COVER, MARKED CITY OF LOS ANGELES
 EW4331'ENGINEERING.
 EW4331
 EW4331                          STATION RECOVERY (1971)
 EW4331
 EW4331'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4331'RECOVERED IN GOOD CONDITION.
 EW4331
 EW4331                          STATION RECOVERY (1978)
 EW4331
 EW4331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4331'RECOVERED IN GOOD CONDITION.
 EW4331
 EW4331                          STATION RECOVERY (1989)
 EW4331
 EW4331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4331'RECOVERED IN GOOD CONDITION.
 EW4331
 EW4331                          STATION RECOVERY (1994)
 EW4331
 EW4331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4331'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4331'CANOGA PARK, THENCE 3.6 KM (2.25 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4331'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 8.9 M
 EW4331'(29.2 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EW4331'5.8 M (19.0 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 EW4331'HIGHWAY, 4.5 M (14.8 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 EW4331'LANES OF VENTURA BOULEVARD, AND THE MONUMENT IS RECESSED 0.3 M (1.0
 EW4331'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 EW4331'IS THROUGH AN 8-INCH METAL COVER CAST CITY OF L.A. ENGINEERING
 EW4331'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0364 ***********************************************************************
 EU0364  DESIGNATION -  11 D MWDSC
 EU0364  PID         -  EU0364
 EU0364  STATE/COUNTY-  CA/RIVERSIDE
 EU0364  USGS QUAD   -  GRANITE PASS (1985)
 EU0364
 EU0364                         *CURRENT SURVEY CONTROL
 EU0364  ___________________________________________________________________
 EU0364* NAD 83(1986)-  34 03 17.     (N)    115 10 39.     (W)     SCALED    
 EU0364* NAVD 88     -       452.38   (+/-2cm)    1484.2    (feet)  VERTCON   
 EU0364  ___________________________________________________________________
 EU0364  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EU0364  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0364
 EU0364.The horizontal coordinates were scaled from a topographic map and have
 EU0364.an estimated accuracy of +/- 6 seconds.
 EU0364
 EU0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0364.The vertical order pertains to the NGVD 29 superseded value.
 EU0364
 EU0364.The geoid height was determined by GEOID03.
 EU0364
 EU0364;                    North         East    Units  Estimated Accuracy
 EU0364;SPC CA 6     -   709,910.    2,099,020.      MT  (+/- 180 meters Scaled)
 EU0364
 EU0364                          SUPERSEDED SURVEY CONTROL
 EU0364
 EU0364  NGVD 29 (??/??/??)  451.700  (m)         1481.95   (f) ADJUSTED    1 2
 EU0364
 EU0364.Superseded values are not recommended for survey control.
 EU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0364.See file dsdata.txt to determine how the superseded data were derived.
 EU0364
 EU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT682697(NAD 83)
 EU0364_MARKER: DD = SURVEY DISK
 EU0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0364_SP_SET: IN CONCRETE
 EU0364_STAMPING: 11 D
 EU0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0364
 EU0364  HISTORY     - Date     Condition        Report By
 EU0364  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0364  HISTORY     - 1930     GOOD             MWDSC
 EU0364  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0364
 EU0364                          STATION DESCRIPTION
 EU0364
 EU0364'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0364'18.8 MI W FROM RICE.
 EU0364'IN RIVERSIDE COUNTY, ABOUT 18-3/4 MILES WEST OF RICE, SAN
 EU0364'BERNARDINO COUNTY, AT THE BASE OF THE NORTH END OF GRANITE
 EU0364'MOUNTAINS, ON THE FIRST PROJECTING RIDGE EAST OF A SUMMIT BETWEEN
 EU0364'IRON AND GRANITE MOUNTAINS, ON THE WEST SIDE OF A LARGE CANYON,
 EU0364'ABOUT 2000 FEET SOUTHEAST OF A NEW ROAD, AND 10 FEET UP THE STEEP
 EU0364'SLOPE OF A HIGH ROCKY RIDGE.  A METROPOLITAN WATER DISTRICT OF
 EU0364'SOUTHERN CALIFORNIA STANDARD DISK, SET IN CONCRETE AND MARKED
 EU0364'WITH A TEE.
 EU0364
 EU0364                          STATION RECOVERY (1976)
 EU0364
 EU0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0364'IN RIVERSIDE COUNTY 18.75 MILES WEST OF RICE AT THE BASE OF THE NORTH
 EU0364'END OF GRANITE MOUNTAINS, ON THE FIRST PROJECTING RIDGE EAST OF A
 EU0364'SUMMIT BETWEEN IRON AND GRANITE MOUNTAINS, ON THE WEST SIDE OF A LARGE
 EU0364'CANYON, ABOUT 2000 FT. SOUTHEAST OF A ROAD AND 10 FT. UP A STEEP SLOP
 EU0364'OF A ROCKY RIDGE NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5321 ***********************************************************************
 EW5321  DESIGNATION -  11 DF USFS
 EW5321  PID         -  EW5321
 EW5321  STATE/COUNTY-  CA/VENTURA
 EW5321  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5321
 EW5321                         *CURRENT SURVEY CONTROL
 EW5321  ___________________________________________________________________
 EW5321* NAD 83(1986)-  34 23 02.     (N)    119 04 12.     (W)     SCALED    
 EW5321* NAVD 88     -       168.285  (meters)     552.12   (feet)  READJUSTED
 EW5321  ___________________________________________________________________
 EW5321  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW5321  DYNAMIC HT  -         168.100 (meters)     551.51  (feet)  COMP
 EW5321  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 EW5321
 EW5321  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5321
 EW5321.The horizontal coordinates were scaled from a topographic map and have
 EW5321.an estimated accuracy of +/- 6 seconds.
 EW5321
 EW5321.The orthometric height was determined by differential leveling
 EW5321.and adjusted in February 1993.
 EW5321.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5321.distribution rate of 0.0 thru 1.0 mm/km.
 EW5321.The height was derived from older observations constrained to new
 EW5321.heights in a crustal motion area.  The height is approximate in
 EW5321.relation to other heights in its vicinity.
 EW5321
 EW5321.The geoid height was determined by GEOID03.
 EW5321
 EW5321.The dynamic height is computed by dividing the NAVD 88
 EW5321.geopotential number by the normal gravity value computed on the
 EW5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5321.degrees latitude (g = 980.6199 gals.).
 EW5321
 EW5321.The modeled gravity was interpolated from observed gravity values.
 EW5321
 EW5321;                    North         East    Units  Estimated Accuracy
 EW5321;SPC CA 5     -   598,570.    1,901,600.      MT  (+/- 180 meters Scaled)
 EW5321
 EW5321                          SUPERSEDED SURVEY CONTROL
 EW5321
 EW5321  NGVD 29 (??/??/92)  167.497  (m)          549.53   (f) ADJ UNCH    1 1
 EW5321
 EW5321.Superseded values are not recommended for survey control.
 EW5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5321.See file dsdata.txt to determine how the superseded data were derived.
 EW5321
 EW5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU096066(NAD 83)
 EW5321_MARKER: DD = SURVEY DISK
 EW5321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5321_SP_SET: CULVERT
 EW5321_STAMPING: 11 DF 1948
 EW5321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5321
 EW5321  HISTORY     - Date     Condition        Report By
 EW5321  HISTORY     - 1948     MONUMENTED       USFS
 EW5321  HISTORY     - 1969     GOOD             CA-111
 EW5321  HISTORY     - 1977     GOOD             NGS
 EW5321
 EW5321                          STATION DESCRIPTION
 EW5321
 EW5321'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5321'2.1 MI NW FROM SANTA PAULA.
 EW5321'SANTA PAULA, 2.1 MILES NORTHWEST ALONG HIGHWAY 150, AT THE
 EW5321'SOUTH EDGE OF A SMALL COMMUNITY, ABOUT 800 FEET SOUTH OF THE
 EW5321'MUPU GROCERY STORE, 17 FEET WEST OF CENTER OF HIGHWAY, ON
 EW5321'TOP AND AT THE NORTH END OF HEADWALL OF CONCRETE CULVERT,
 EW5321'STANDARD TABLET STAMPED 11 DF 1948 - 550.
 EW5321
 EW5321                          STATION RECOVERY (1977)
 EW5321
 EW5321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5321'ADD-0.1 MILE NORTH OF STONEGATE ROAD, 2.45 MILES NORTH ALONG
 EW5321'HIGHWAY 150 FROM THE JUNCTION OF HIGHWAY 126 AT SANTA PAULA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3573 ***********************************************************************
 EV3573  DESIGNATION -  11 DOR
 EV3573  PID         -  EV3573
 EV3573  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3573  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV3573
 EV3573                         *CURRENT SURVEY CONTROL
 EV3573  ___________________________________________________________________
 EV3573* NAD 83(1986)-  34 11 41.     (N)    117 22 17.     (W)     SCALED    
 EV3573* NAVD 88     -       533.717  (meters)    1751.04   (feet)  ADJUSTED  
 EV3573  ___________________________________________________________________
 EV3573  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 EV3573  DYNAMIC HT  -         533.092 (meters)    1748.99  (feet)  COMP
 EV3573  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 EV3573
 EV3573  VERT ORDER  -  FIRST     CLASS I
 EV3573
 EV3573.The horizontal coordinates were scaled from a topographic map and have
 EV3573.an estimated accuracy of +/- 6 seconds.
 EV3573
 EV3573.The orthometric height was determined by differential leveling
 EV3573.and adjusted in June 1991.
 EV3573
 EV3573.The geoid height was determined by GEOID03.
 EV3573
 EV3573.The dynamic height is computed by dividing the NAVD 88
 EV3573.geopotential number by the normal gravity value computed on the
 EV3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3573.degrees latitude (g = 980.6199 gals.).
 EV3573
 EV3573.The modeled gravity was interpolated from observed gravity values.
 EV3573
 EV3573;                    North         East    Units  Estimated Accuracy
 EV3573;SPC CA 5     -   577,240.    2,057,940.      MT  (+/- 180 meters Scaled)
 EV3573
 EV3573                          SUPERSEDED SURVEY CONTROL
 EV3573
 EV3573.No superseded survey control is available for this station.
 EV3573
 EV3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT657838(NAD 83)
 EV3573_MARKER: DB = BENCH MARK DISK
 EV3573_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV3573+WITH SETTING: PAVEMENT
 EV3573_SP_SET: CONCRETE SLAB
 EV3573_STAMPING: 11 DOR 1977 1749
 EV3573_MARK LOGO: USGS  
 EV3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3573+STABILITY: SURFACE MOTION
 EV3573
 EV3573  HISTORY     - Date     Condition        Report By
 EV3573  HISTORY     - 1977     MONUMENTED       USGS
 EV3573  HISTORY     - 1983     GOOD             USGS
 EV3573  HISTORY     - 1984     GOOD             NGS
 EV3573  HISTORY     - 1985     GOOD             NGS
 EV3573  HISTORY     - 1987     GOOD             NGS
 EV3573
 EV3573                          STATION DESCRIPTION
 EV3573
 EV3573'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EV3573'2.4 MI SE FROM DEVORE.
 EV3573'2.4 MI SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV3573'DEVORE, 160 FT NORTHEAST OF AND 3.5 FT HIGHER THAN CAJON BLVD., 13 FT
 EV3573'SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACKS.  1 FT NORTHWEST OF
 EV3573'SOUTHEAST CORNER OF 13 FT BY 17 FT CONCRETE SLAB.
 EV3573
 EV3573                          STATION RECOVERY (1984)
 EV3573
 EV3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3573'RECOVERED IN GOOD CONDITION.
 EV3573
 EV3573                          STATION RECOVERY (1985)
 EV3573
 EV3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3573'RECOVERED IN GOOD CONDITION.
 EV3573
 EV3573                          STATION RECOVERY (1987)
 EV3573
 EV3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0976 ***********************************************************************
 HR0976  DESIGNATION -  11 DOR
 HR0976  PID         -  HR0976
 HR0976  STATE/COUNTY-  CA/MONO
 HR0976  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0976
 HR0976                         *CURRENT SURVEY CONTROL
 HR0976  ___________________________________________________________________
 HR0976* NAD 83(1986)-  37 38 17.     (N)    118 53 36.     (W)     SCALED    
 HR0976* NAVD 88     -      2191.695  (meters)    7190.59   (feet)  ADJUSTED  
 HR0976  ___________________________________________________________________
 HR0976  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HR0976  DYNAMIC HT  -        2188.873 (meters)    7181.33  (feet)  COMP
 HR0976  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 HR0976
 HR0976  VERT ORDER  -  FIRST     CLASS I
 HR0976
 HR0976.The horizontal coordinates were scaled from a topographic map and have
 HR0976.an estimated accuracy of +/- 6 seconds.
 HR0976
 HR0976.The orthometric height was determined by differential leveling
 HR0976.and adjusted in June 1991.
 HR0976
 HR0976.The geoid height was determined by GEOID03.
 HR0976
 HR0976.The dynamic height is computed by dividing the NAVD 88
 HR0976.geopotential number by the normal gravity value computed on the
 HR0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0976.degrees latitude (g = 980.6199 gals.).
 HR0976
 HR0976.The modeled gravity was interpolated from observed gravity values.
 HR0976
 HR0976;                    North         East    Units  Estimated Accuracy
 HR0976;SPC CA 3     -   627,520.    2,141,790.      MT  (+/- 180 meters Scaled)
 HR0976
 HR0976                          SUPERSEDED SURVEY CONTROL
 HR0976
 HR0976.No superseded survey control is available for this station.
 HR0976
 HR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB329673(NAD 83)
 HR0976_MARKER: DD = SURVEY DISK
 HR0976_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HR0976+WITH SETTING: PAVEMENT
 HR0976_SP_SET: FLAGPOLE BASE
 HR0976_STAMPING: 11 DOR 1975
 HR0976_MARK LOGO: USGS  
 HR0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0976+STABILITY: SURFACE MOTION
 HR0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0976+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0976
 HR0976  HISTORY     - Date     Condition        Report By
 HR0976  HISTORY     - 1975     MONUMENTED       USGS
 HR0976  HISTORY     - 1985     GOOD             USGS
 HR0976  HISTORY     - 1986     GOOD             NGS
 HR0976  HISTORY     - 1987     GOOD             NGS
 HR0976  HISTORY     - 19881009 GOOD             NGS
 HR0976
 HR0976                          STATION DESCRIPTION
 HR0976
 HR0976'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0976'RECOVERED IN GOOD CONDITION.
 HR0976
 HR0976                          STATION RECOVERY (1986)
 HR0976
 HR0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0976'7.3 KM (4.55 MI) SE FROM MAMMOTH LAKES.
 HR0976'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0976'MAMMOTH LAKES, THENCE 1.56 KM (0.97 MI) SOUTHEAST ALONG OLD US HIGHWAY
 HR0976'395, AT THE MONO COUNTY SHERIFF STATION, IN THE CONCRETE BASE OF THE
 HR0976'FLAGPOLE, 32.0 METERS (105 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY
 HR0976'AND 2.4 METERS (7.9 FT) EAST OF THE SOUTHEAST CORNER OF THE SHERIFF
 HR0976'STATION.
 HR0976'THE MARK IS 0.2 METERS  N FROM  THE FLAGPOLE
 HR0976'THE MARK IS 0.3 M ABOVE THE GROUND.
 HR0976
 HR0976                          STATION RECOVERY (1987)
 HR0976
 HR0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0976'RECOVERED IN GOOD CONDITION.
 HR0976
 HR0976                          STATION RECOVERY (1988)
 HR0976
 HR0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4320 ***********************************************************************
 EW4320  DESIGNATION -  11 E 21 C OF LA
 EW4320  PID         -  EW4320
 EW4320  STATE/COUNTY-  CA/LOS ANGELES
 EW4320  USGS QUAD   -  CANOGA PARK (1967)
 EW4320
 EW4320                         *CURRENT SURVEY CONTROL
 EW4320  ___________________________________________________________________
 EW4320* NAD 83(1986)-  34 10 00.     (N)    118 35 33.     (W)     SCALED    
 EW4320* NAVD 88     -       274.84   (+/-2cm)     901.7    (feet)  VERTCON   
 EW4320  ___________________________________________________________________
 EW4320  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4320  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4320
 EW4320.The horizontal coordinates were scaled from a topographic map and have
 EW4320.an estimated accuracy of +/- 6 seconds.
 EW4320
 EW4320.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4320.The vertical order pertains to the NGVD 29 superseded value.
 EW4320
 EW4320.The geoid height was determined by GEOID03.
 EW4320
 EW4320;                    North         East    Units  Estimated Accuracy
 EW4320;SPC CA 5     -   574,110.    1,945,370.      MT  (+/- 180 meters Scaled)
 EW4320
 EW4320                          SUPERSEDED SURVEY CONTROL
 EW4320
 EW4320  NGVD 29 (??/??/92)  274.05   (m)          899.1    (f) COMPUTED    1 1
 EW4320
 EW4320.Superseded values are not recommended for survey control.
 EW4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4320.See file dsdata.txt to determine how the superseded data were derived.
 EW4320
 EW4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT532817(NAD 83)
 EW4320_MARKER: Z = SEE DESCRIPTION
 EW4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4320_STAMPING: 11-E-21 1941
 EW4320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4320+STABILITY: SURFACE MOTION
 EW4320
 EW4320  HISTORY     - Date     Condition        Report By
 EW4320  HISTORY     - 1941     MONUMENTED       CA1980
 EW4320  HISTORY     - 1968     GOOD             CA1980
 EW4320
 EW4320                          STATION DESCRIPTION
 EW4320
 EW4320'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4320'AT LOS ANGELES.
 EW4320'STANDARD TRAVERSE MONUMENT RESEDA B-4B, STAMPED 11-E-21 1941,
 EW4320'ON THE CENTER LINE POINT OF INTERSECTION OF VENTURA BOULEVARD
 EW4320'298.17 FEET EAST OF THE CENTER LINE OF ALHAMA DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4315 ***********************************************************************
 EW4315  DESIGNATION -  11 E 22 C OF LA
 EW4315  PID         -  EW4315
 EW4315  STATE/COUNTY-  CA/LOS ANGELES
 EW4315  USGS QUAD   -  CANOGA PARK (1967)
 EW4315
 EW4315                         *CURRENT SURVEY CONTROL
 EW4315  ___________________________________________________________________
 EW4315* NAD 83(1986)-  34 09 58.     (N)    118 35 11.     (W)     SCALED    
 EW4315* NAVD 88     -       279.98   (+/-2cm)     918.6    (feet)  VERTCON   
 EW4315  ___________________________________________________________________
 EW4315  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4315  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4315
 EW4315.The horizontal coordinates were scaled from a topographic map and have
 EW4315.an estimated accuracy of +/- 6 seconds.
 EW4315
 EW4315.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4315.The vertical order pertains to the NGVD 29 superseded value.
 EW4315
 EW4315.The geoid height was determined by GEOID03.
 EW4315
 EW4315;                    North         East    Units  Estimated Accuracy
 EW4315;SPC CA 5     -   574,050.    1,945,930.      MT  (+/- 180 meters Scaled)
 EW4315
 EW4315                          SUPERSEDED SURVEY CONTROL
 EW4315
 EW4315  NGVD 29 (??/??/92)  279.19   (m)          916.0    (f) COMPUTED    1 2
 EW4315
 EW4315.Superseded values are not recommended for survey control.
 EW4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4315.See file dsdata.txt to determine how the superseded data were derived.
 EW4315
 EW4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT537817(NAD 83)
 EW4315_MARKER: Z = SEE DESCRIPTION
 EW4315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4315_STAMPING: 11-E-22 1940
 EW4315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4315+STABILITY: SURFACE MOTION
 EW4315
 EW4315  HISTORY     - Date     Condition        Report By
 EW4315  HISTORY     - 1940     MONUMENTED       CA1980
 EW4315  HISTORY     - 1968     GOOD             CA1980
 EW4315
 EW4315                          STATION DESCRIPTION
 EW4315
 EW4315'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4315'AT LOS ANGELES.
 EW4315'STANDARD TRAVERSE MONUMENT RESEDA B-5B, STAMPED 11-E-22 1940,
 EW4315'100 FEET WEST OF CENTER LINE OF KELVIN AVENUE, 62 FEET SOUTH
 EW4315'OF THE CENTER LINE STRIPE OF VENTURA BOULEVARD, 137 FEET EAST
 EW4315'OF THE STANDARD SURVEY MONUMENT ON THE CENTER LINE POINT OF
 EW4315'INTERSECTION OF VENTURA BOULEVARD WEST OF KELVIN AVENUE, 14 INCHES
 EW4315'DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0363 ***********************************************************************
 EU0363  DESIGNATION -  11 E MWDSC
 EU0363  PID         -  EU0363
 EU0363  STATE/COUNTY-  CA/RIVERSIDE
 EU0363  USGS QUAD   -  GRANITE PASS (1985)
 EU0363
 EU0363                         *CURRENT SURVEY CONTROL
 EU0363  ___________________________________________________________________
 EU0363* NAD 83(1992)-  34 03 55.87970(N)    115 11 46.67460(W)     ADJUSTED  
 EU0363* NAVD 88     -       437.177  (meters)    1434.30   (feet)  ADJUSTED  
 EU0363  ___________________________________________________________________
 EU0363  EPOCH DATE  -        1991.35
 EU0363  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EU0363  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EU0363  DYNAMIC HT  -         436.686 (meters)    1432.69  (feet)  COMP
 EU0363  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 EU0363  OBS GRAVITY -     979,502.2   (mgal)                       GRAV_OBS
 EU0363
 EU0363  HORZ ORDER  -  SECOND
 EU0363  VERT ORDER  -  FIRST     CLASS I
 EU0363
 EU0363.The horizontal coordinates were established by classical geodetic methods
 EU0363.and adjusted by the National Geodetic Survey in June 1996.
 EU0363.The horizontal coordinates are valid at the epoch date displayed above.
 EU0363.The epoch date for horizontal control is a decimal equivalence
 EU0363.of Year/Month/Day.
 EU0363
 EU0363.The orthometric height was determined by differential leveling
 EU0363.and adjusted in June 1991.
 EU0363
 EU0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0363
 EU0363.The geoid height was determined by GEOID03.
 EU0363
 EU0363.The dynamic height is computed by dividing the NAVD 88
 EU0363.geopotential number by the normal gravity value computed on the
 EU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0363.degrees latitude (g = 980.6199 gals.).
 EU0363
 EU0363.The modeled gravity was interpolated from observed gravity values.
 EU0363.The observed gravity was obtained from relative gravimeter ties
 EU0363.to the IGSN71 gravity network.
 EU0363
 EU0363;                    North         East     Units Scale Factor Converg.
 EU0363;SPC CA 6     -   711,088.486 2,097,272.981   MT  1.00003552   +0 34 44.5
 EU0363;SPC CA 6     - 2,332,962.81  6,880,803.11   sFT  1.00003552   +0 34 44.5
 EU0363;UTM  11      - 3,770,888.824   666,450.249   MT  0.99994154   +1 00 38.0
 EU0363
 EU0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0363!SPC CA 6     -   0.99993642  x   1.00003552  =   0.99997194
 EU0363!UTM  11      -   0.99993642  x   0.99994154  =   0.99987797
 EU0363
 EU0363                          SUPERSEDED SURVEY CONTROL
 EU0363
 EU0363  NAD 83(1992)-  34 03 55.87972(N)    115 11 46.67549(W) AD(1984.00) 2
 EU0363  NAD 83(1986)-  34 03 55.88569(N)    115 11 46.67834(W) AD(1984.00) 2
 EU0363  NAD 27      -  34 03 55.84206(N)    115 11 43.75075(W) AD(       ) 2
 EU0363  NGVD 29 (??/??/92)  436.497  (m)         1432.07   (f) ADJ UNCH    1 1
 EU0363
 EU0363.Superseded values are not recommended for survey control.
 EU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0363.See file dsdata.txt to determine how the superseded data were derived.
 EU0363
 EU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT6645070889(NAD 83)
 EU0363_MARKER: DD = SURVEY DISK
 EU0363_SETTING: 66 = SET IN ROCK OUTCROP
 EU0363_SP_SET: ROCK OUTCROP
 EU0363_STAMPING: 11 E 1931
 EU0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0363+STABILITY: POSITION/ELEVATION WELL
 EU0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0363+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 EU0363
 EU0363  HISTORY     - Date     Condition        Report By
 EU0363  HISTORY     - 1973     MONUMENTED       MWDSC
 EU0363  HISTORY     - 1972     GOOD             NGS
 EU0363  HISTORY     - 1973     GOOD             NGS
 EU0363  HISTORY     - 1976     GOOD             NGS
 EU0363  HISTORY     - 1978     GOOD             NGS
 EU0363  HISTORY     - 20040929 GOOD             INTMAP
 EU0363
 EU0363                          STATION DESCRIPTION
 EU0363
 EU0363'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1973 (RH)
 EU0363'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION GRAP (CADH)
 EU0363'
 EU0363'STATION IS LOCATED ABOUT 20 MILES WEST OF RICE, 0.3 MILE
 EU0363'NORTH OF CALIFORNIA HIGHWAY 62 AND 300 FT + OR - EAST OF CENTER
 EU0363'OF TRANSMISSION TOWER ROAD.
 EU0363'
 EU0363'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0363'HIGHWAY 62 AND CALIFORNIA HIGHWAY 177 ABOUT 52 MILES EAST OF
 EU0363'TWENTYNINE PALMS, GO EAST ON CALIFORNIA HIGHWAY 62 FOR 1.0 MILE
 EU0363'TO TRANSMISSION TOWER ROAD.  TURN LEFT ON TRANSMISSION TOWER ROAD
 EU0363'AND GO NORTHEAST FOR 0.8 MILES TO STATION 300 FT + OR - RIGHT.
 EU0363'
 EU0363'STATION IS M.W.D. DISK CEMENTED IN ROCK OUTCROPPING AND STAMPED
 EU0363'MARK BENCH 11 E 1931 IS 349 FT EAST OF TRANSMISSION TOWER
 EU0363'140W1, 303 FT EAST OF CENTER OF TRANSMISSION TOWER ROAD, AND 4 FT
 EU0363'SOUTH OF METAL WITNESS POST.
 EU0363'
 EU0363'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EU0363
 EU0363                          STATION RECOVERY (1972)
 EU0363
 EU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EU0363'19.8 MI W FROM RICE.
 EU0363'TO REACH FROM THE POST OFFICE IN TWENTYNINE PALMS GO SOUTH ON
 EU0363'MESQUITE AVENUE FOR 0.2 MILE TO THE INTERSECTION OF TWENTYNINE
 EU0363'PALMS HIGHWAY.  TURN LEFT AND GO EAST ON TWENTYNINE PALMS
 EU0363'HIGHWAY FOR 21.5 MILES TO A SIDE ROAD LEFT.  CONTINUE EASTERLY
 EU0363'ON TWENTYNINE PALMS HIGHWAY FOR 29.7 MILES TO A T-INTERSECTION
 EU0363'WITH THE PAVED ROAD RUNNING FROM RICE TO DESERT CENTER.  TURN
 EU0363'LEFT AND GO EASTERLY ON THE PAVED ROAD, TOWARD RICE, FOR 1.1
 EU0363'MILES TO WHERE A TRANSMISSION LINE CROSSES THE ROAD AND A SAND ROAD
 EU0363'LEFT.  TURN LEFT AND GO NORTH ON THE TRANSMISSION LINE ACCESS ROAD FOR
 EU0363'0.8 MILE TO TOWER NUMBER 140W1 ON THE LEFT.  TURN RIGHT AND GO EAST
 EU0363'ACROSS COUNTRY FOR 0.1 MILE TO THE MARK WHICH IS SET WEST OF
 EU0363'THE HIGHEST POINT OF A SMALL KNOLL.  THE MARK IS SET IN A DRILL
 EU0363'HOLE IN A ROCK OUTCROP.  10 FEET LONG AND 1 FOOT HIGH, WHICH
 EU0363'IS ABOUT 100 FEET NORTH OF THE NORTH EDGE OF A BORROW PIT.  A
 EU0363'METAL WITNESS POST WITH SIGN IS SET 2 FEET NORTH OF THE MARK.
 EU0363
 EU0363                          STATION RECOVERY (1973)
 EU0363
 EU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EU0363'RECOVERED IN GOOD CONDITION.
 EU0363
 EU0363                          STATION RECOVERY (1976)
 EU0363
 EU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0363'0.3 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE IRON MOUNTAIN PUMPING
 EU0363'STATION AT IRON MOUNTAIN THENCE 0.2 MILES NORTHWEST ON A PAVED ROAD
 EU0363'THENCE 6.7 MILES SOUTHWEST ALONG THE HIGH TENSION LINES, IN GRAY ROCK
 EU0363'AT THE TOP OF A KNOLL, 350 FT. SOUTHEAST OF HIGH TENSION TOWER 140 W 1
 EU0363'0.8 MILE NORTHEAST OF HIGHWAY 62.
 EU0363
 EU0363                          STATION RECOVERY (1978)
 EU0363
 EU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0363'RECOVERED IN GOOD CONDITION.
 EU0363
 EU0363                          STATION RECOVERY (2004)
 EU0363
 EU0363'RECOVERY NOTE BY INTERMAP TECHNOLOGIES 2004 (DRL)
 EU0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0981 ***********************************************************************
 HR0981  DESIGNATION -  11 EGE
 HR0981  PID         -  HR0981
 HR0981  STATE/COUNTY-  CA/MONO
 HR0981  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0981
 HR0981                         *CURRENT SURVEY CONTROL
 HR0981  ___________________________________________________________________
 HR0981* NAD 83(1986)-  37 38 21.     (N)    118 53 48.     (W)     SCALED    
 HR0981* NAVD 88     -      2193.794  (meters)    7197.47   (feet)  ADJUSTED  
 HR0981  ___________________________________________________________________
 HR0981  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HR0981  DYNAMIC HT  -        2190.959 (meters)    7188.17  (feet)  COMP
 HR0981  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 HR0981
 HR0981  VERT ORDER  -  FIRST     CLASS I
 HR0981
 HR0981.The horizontal coordinates were scaled from a topographic map and have
 HR0981.an estimated accuracy of +/- 6 seconds.
 HR0981
 HR0981.The orthometric height was determined by differential leveling
 HR0981.and adjusted in June 1991.
 HR0981
 HR0981.The geoid height was determined by GEOID03.
 HR0981
 HR0981.The dynamic height is computed by dividing the NAVD 88
 HR0981.geopotential number by the normal gravity value computed on the
 HR0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0981.degrees latitude (g = 980.6199 gals.).
 HR0981
 HR0981.The modeled gravity was interpolated from observed gravity values.
 HR0981
 HR0981;                    North         East    Units  Estimated Accuracy
 HR0981;SPC CA 3     -   627,640.    2,141,500.      MT  (+/- 180 meters Scaled)
 HR0981
 HR0981                          SUPERSEDED SURVEY CONTROL
 HR0981
 HR0981.No superseded survey control is available for this station.
 HR0981
 HR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB326674(NAD 83)
 HR0981_MARKER: DD = SURVEY DISK
 HR0981_SETTING: 80 = SET IN A BOULDER
 HR0981_SP_SET: IN DRILL HOLE IN A BOULDER
 HR0981_STAMPING: 11 EGE 1983
 HR0981_MARK LOGO: USGS  
 HR0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0981+STABILITY: SURFACE MOTION
 HR0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0981+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0981
 HR0981  HISTORY     - Date     Condition        Report By
 HR0981  HISTORY     - 1983     MONUMENTED       USGS
 HR0981  HISTORY     - 1985     GOOD             USGS
 HR0981  HISTORY     - 1986     GOOD             NGS
 HR0981  HISTORY     - 1987     GOOD             NGS
 HR0981  HISTORY     - 19881009 GOOD             NGS
 HR0981  HISTORY     - 20080713 GOOD             GEOCAC
 HR0981
 HR0981                          STATION DESCRIPTION
 HR0981
 HR0981'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0981'RECOVERED IN GOOD CONDITION.
 HR0981
 HR0981                          STATION RECOVERY (1986)
 HR0981
 HR0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0981'6.9 KM (4.3 MI) SE FROM MAMMOTH LAKES.
 HR0981'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0981'MAMMOTH LAKES, THENCE 1.24 KM (0.77 MI) SOUTHEAST ALONG OLD US HIGHWAY
 HR0981'395, IN TOP OF A 5- BY 6-FOOT IMBEDDED BOULDER AND 6.9 METERS
 HR0981'(22.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY.
 HR0981'THE MARK IS 1.4 METERS  NW FROM  A WITNESS POST
 HR0981'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HR0981
 HR0981                          STATION RECOVERY (1987)
 HR0981
 HR0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0981'RECOVERED IN GOOD CONDITION.
 HR0981
 HR0981                          STATION RECOVERY (1988)
 HR0981
 HR0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0981'RECOVERED IN GOOD CONDITION.
 HR0981
 HR0981                          STATION RECOVERY (2008)
 HR0981
 HR0981'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 HR0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0362 ***********************************************************************
 EU0362  DESIGNATION -  11 F
 EU0362  PID         -  EU0362
 EU0362  STATE/COUNTY-  CA/RIVERSIDE
 EU0362  USGS QUAD   -  GRANITE PASS (1985)
 EU0362
 EU0362                         *CURRENT SURVEY CONTROL
 EU0362  ___________________________________________________________________
 EU0362* NAD 83(1986)-  34 02 45.     (N)    115 13 23.     (W)     SCALED    
 EU0362* NAVD 88     -       430.088  (meters)    1411.05   (feet)  ADJUSTED  
 EU0362  ___________________________________________________________________
 EU0362  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 EU0362  DYNAMIC HT  -         429.605 (meters)    1409.46  (feet)  COMP
 EU0362  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 EU0362  OBS GRAVITY -     979,501.6   (mgal)                       GRAV_OBS
 EU0362
 EU0362  VERT ORDER  -  FIRST     CLASS I
 EU0362
 EU0362.The horizontal coordinates were scaled from a topographic map and have
 EU0362.an estimated accuracy of +/- 6 seconds.
 EU0362
 EU0362.The orthometric height was determined by differential leveling
 EU0362.and adjusted in June 1991.
 EU0362
 EU0362.The geoid height was determined by GEOID03.
 EU0362
 EU0362.The dynamic height is computed by dividing the NAVD 88
 EU0362.geopotential number by the normal gravity value computed on the
 EU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0362.degrees latitude (g = 980.6199 gals.).
 EU0362
 EU0362.The modeled gravity was interpolated from observed gravity values.
 EU0362.The observed gravity was obtained from relative gravimeter ties
 EU0362.to the IGSN71 gravity network.
 EU0362
 EU0362;                    North         East    Units  Estimated Accuracy
 EU0362;SPC CA 6     -   708,880.    2,094,820.      MT  (+/- 180 meters Scaled)
 EU0362
 EU0362                          SUPERSEDED SURVEY CONTROL
 EU0362
 EU0362  NGVD 29 (??/??/92)  429.407  (m)         1408.81   (f) ADJ UNCH    1 1
 EU0362
 EU0362.Superseded values are not recommended for survey control.
 EU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0362.See file dsdata.txt to determine how the superseded data were derived.
 EU0362
 EU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT640686(NAD 83)
 EU0362_MARKER: DD = SURVEY DISK
 EU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0362_SP_SET: CONCRETE POST
 EU0362_STAMPING: 11 F 1931
 EU0362_MARK LOGO: MWDSC 
 EU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0362+STABILITY: SURFACE MOTION
 EU0362
 EU0362  HISTORY     - Date     Condition        Report By
 EU0362  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0362  HISTORY     - 1930     GOOD             MWDSC
 EU0362  HISTORY     - 1956     GOOD             USGS
 EU0362  HISTORY     - 1976     GOOD             NGS
 EU0362  HISTORY     - 1978     GOOD             NGS
 EU0362  HISTORY     - 1978     GOOD             USGS
 EU0362
 EU0362                          STATION DESCRIPTION
 EU0362
 EU0362'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0362'21.2 MI W FROM RICE.
 EU0362'IN RIVERSIDE COUNTY, ABOUT 21-1/4 MILES WEST OF RICE, SAN
 EU0362'BERNARDINO COUNTY, 2 MILES SOUTHWEST OF A SUMMIT BETWEEN IRON
 EU0362'AND GRANITE MOUNTAINS, ON A SANDY SLOPE, 150 FEET WEST OF A NEW
 EU0362'ROAD, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 EU0362'OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN CONCRETE.
 EU0362'NOTE-- THIS MARK 25 MILES NORTHEAST OF DESERT CENTER, ON THE ROAD
 EU0362'TO VIDAL JUNCTION, 700 FEET SOUTHEAST OF A ROAD FORK TO
 EU0362'TWENTY-NINE PALMS, AND 500 FEET WEST OF THE HIGHWAY.
 EU0362
 EU0362                          STATION RECOVERY (1956)
 EU0362
 EU0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EU0362'RECOVERED IN GOOD CONDITION.
 EU0362
 EU0362                          STATION RECOVERY (1976)
 EU0362
 EU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0362'0.11 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 EU0362'CENTER THENCE 25.1 MILES NORTHEAST ALONG HIGHWAY 117, 0.1 MILE
 EU0362'NORTHWEST OF THE HIGHWAY 177, 0.15 MILE SOUTHWEST OF THE JUNCTION OF
 EU0362'HIGHWAY 177 AND THE 29 PALMS ROAD, 0.1 MILE SOUTH OF THE 29 PALMS
 EU0362'HIGHWAY.
 EU0362
 EU0362                          STATION RECOVERY (1978)
 EU0362
 EU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0362'RECOVERED IN GOOD CONDITION.
 EU0362
 EU0362                          STATION RECOVERY (1978)
 EU0362
 EU0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EU0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4312 ***********************************************************************
 EW4312  DESIGNATION -  11 F 20 RM 1 C OF LA
 EW4312  PID         -  EW4312
 EW4312  STATE/COUNTY-  CA/LOS ANGELES
 EW4312  USGS QUAD   -  CANOGA PARK (1967)
 EW4312
 EW4312                         *CURRENT SURVEY CONTROL
 EW4312  ___________________________________________________________________
 EW4312* NAD 83(1986)-  34 10 04.     (N)    118 34 46.     (W)     SCALED    
 EW4312* NAVD 88     -       293.18   (+/-2cm)     961.9    (feet)  VERTCON   
 EW4312  ___________________________________________________________________
 EW4312  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4312  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4312
 EW4312.The horizontal coordinates were scaled from a topographic map and have
 EW4312.an estimated accuracy of +/- 6 seconds.
 EW4312
 EW4312.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4312.The vertical order pertains to the NGVD 29 superseded value.
 EW4312
 EW4312.The geoid height was determined by GEOID03.
 EW4312
 EW4312;                    North         East    Units  Estimated Accuracy
 EW4312;SPC CA 5     -   574,230.    1,946,580.      MT  (+/- 180 meters Scaled)
 EW4312
 EW4312                          SUPERSEDED SURVEY CONTROL
 EW4312
 EW4312  NGVD 29 (??/??/92)  292.39   (m)          959.3    (f) COMPUTED    1 1
 EW4312
 EW4312.Superseded values are not recommended for survey control.
 EW4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4312.See file dsdata.txt to determine how the superseded data were derived.
 EW4312
 EW4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT544818(NAD 83)
 EW4312_MARKER: Z = SEE DESCRIPTION
 EW4312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4312_STAMPING: 11-F-20 REF 1
 EW4312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4312+STABILITY: SURFACE MOTION
 EW4312
 EW4312  HISTORY     - Date     Condition        Report By
 EW4312  HISTORY     - UNK      MONUMENTED       CA1980
 EW4312  HISTORY     - 1968     GOOD             CA1980
 EW4312
 EW4312                          STATION DESCRIPTION
 EW4312
 EW4312'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4312'IN LOS ANGELES.
 EW4312'STANDARD REFERENCE MONUMENT NO. 1 RESEDA C-4C, STAMPED 11-F-20
 EW4312'1, ON THE CENTER LINE OF VENTURA BOULEVARD, IN MEDIAN, ABOUT 90
 EW4312'FEET EAST OF THE SUMMIT OF CHALK HILL GRADE, 0.51 OF A MILE
 EW4312'WESTERLY FROM WINNETKA AVENUE, 60.46 FEET WEST OF THE END OF
 EW4312'THE FIRST CURVE WEST OF WINNETKA AVENUE, 90.37 FEET WEST OF
 EW4312'REFERENCE MONUMENT 2, 62 FEET WEST OF A POINT OPPOSITE POWER
 EW4312'POLE NO. 186472M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4307 ***********************************************************************
 EW4307  DESIGNATION -  11 F 23 C OF LA
 EW4307  PID         -  EW4307
 EW4307  STATE/COUNTY-  CA/LOS ANGELES
 EW4307  USGS QUAD   -  CANOGA PARK (1967)
 EW4307
 EW4307                         *CURRENT SURVEY CONTROL
 EW4307  ___________________________________________________________________
 EW4307* NAD 83(1986)-  34 10 21.     (N)    118 34 02.     (W)     SCALED    
 EW4307* NAVD 88     -       255.26   (+/-2cm)     837.5    (feet)  VERTCON   
 EW4307  ___________________________________________________________________
 EW4307  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4307  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4307
 EW4307.The horizontal coordinates were scaled from a topographic map and have
 EW4307.an estimated accuracy of +/- 6 seconds.
 EW4307
 EW4307.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4307.The vertical order pertains to the NGVD 29 superseded value.
 EW4307
 EW4307.The geoid height was determined by GEOID03.
 EW4307
 EW4307;                    North         East    Units  Estimated Accuracy
 EW4307;SPC CA 5     -   574,750.    1,947,710.      MT  (+/- 180 meters Scaled)
 EW4307
 EW4307                          SUPERSEDED SURVEY CONTROL
 EW4307
 EW4307  NGVD 29 (??/??/92)  254.47   (m)          834.9    (f) COMPUTED    1 1
 EW4307
 EW4307.Superseded values are not recommended for survey control.
 EW4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4307.See file dsdata.txt to determine how the superseded data were derived.
 EW4307
 EW4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT555823(NAD 83)
 EW4307_MARKER: Z = SEE DESCRIPTION
 EW4307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4307+STABILITY: SURFACE MOTION
 EW4307
 EW4307  HISTORY     - Date     Condition        Report By
 EW4307  HISTORY     - UNK      MONUMENTED       CA1980
 EW4307  HISTORY     - 1968     GOOD             CA1980
 EW4307
 EW4307                          STATION DESCRIPTION
 EW4307
 EW4307'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4307'IN LOS ANGELES.
 EW4307'STANDARD TRAVERSE MONUMENT RESEDA D-4D, 11-F-23, ON THE CENTER
 EW4307'LINE TANGENT OF THE CURVE IN VENTURA BOULEVARD IMMEDIATELY
 EW4307'WEST OF LUBAO AVENUE, ABOUT 255 FEET EAST OF THE CENTER LINE
 EW4307'OF PENFIELD AVENUE, 72.26 FEET EAST OF THE POINT OF INTERSECTION
 EW4307'OF THE CENTER LINE TANGENTS OF THE AFOREMENTIONED CURVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4882 ***********************************************************************
 EW4882  DESIGNATION -  11 F 68 CAHD
 EW4882  PID         -  EW4882
 EW4882  STATE/COUNTY-  CA/LOS ANGELES
 EW4882  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4882
 EW4882                         *CURRENT SURVEY CONTROL
 EW4882  ___________________________________________________________________
 EW4882* NAD 83(1986)-  34 20 43.     (N)    118 31 49.     (W)     SCALED    
 EW4882* NAVD 88     -       503.42   (+/-2cm)    1651.6    (feet)  VERTCON   
 EW4882  ___________________________________________________________________
 EW4882  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4882  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4882
 EW4882.The horizontal coordinates were scaled from a topographic map and have
 EW4882.an estimated accuracy of +/- 6 seconds.
 EW4882
 EW4882.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4882.The vertical order pertains to the NGVD 29 superseded value.
 EW4882
 EW4882.The geoid height was determined by GEOID03.
 EW4882
 EW4882;                    North         East    Units  Estimated Accuracy
 EW4882;SPC CA 5     -   593,890.    1,951,210.      MT  (+/- 180 meters Scaled)
 EW4882
 EW4882                          SUPERSEDED SURVEY CONTROL
 EW4882
 EW4882  NGVD 29 (??/??/92)  502.584  (m)         1648.89   (f) ADJ UNCH    1 1
 EW4882
 EW4882.Superseded values are not recommended for survey control.
 EW4882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4882.See file dsdata.txt to determine how the superseded data were derived.
 EW4882
 EW4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU592015(NAD 83)
 EW4882_MARKER: P = PIPE CAP
 EW4882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4882+STABILITY: SURFACE MOTION
 EW4882
 EW4882  HISTORY     - Date     Condition        Report By
 EW4882  HISTORY     - UNK      MONUMENTED       CADH
 EW4882  HISTORY     - 1968     GOOD
 EW4882  HISTORY     - 1971     GOOD             CA1980
 EW4882
 EW4882                          STATION DESCRIPTION
 EW4882
 EW4882'DESCRIBED 1968
 EW4882'NEAR NEWHALL.
 EW4882'FORMER GOLDEN STATE HIGHWAY 99 (NOW A FRONTAGE ROAD)-- 3.5 MILES
 EW4882'SOUTHEASTERLY ALONG THE FREEWAY FROM LYONS AVENUE, 0.5 MILES
 EW4882'NORTHERLY FROM CALIFORNIA DIVISION OF HIGHWAYS BRIDGE NO.
 EW4882'53-1796, ON CENTER LINE CONSTRUCTION STATION 98+74.52 E.C..
 EW4882'15 FEET WESTERLY OF CENTER OF ASPHALT PAVEMENT.  SET IN THE TOP
 EW4882'OF CONCRETE POST.  NOTE-- FORMER HIGHWAY 99 IS NOW NORTHERLY OF
 EW4882'AND PARALLEL TO THE GOLDEN STATE FREEWAY.
 EW4882
 EW4882                          STATION RECOVERY (1971)
 EW4882
 EW4882'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2268 ***********************************************************************
 EV2268  DESIGNATION -  11 FMK
 EV2268  PID         -  EV2268
 EV2268  STATE/COUNTY-  CA/KERN
 EV2268  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2268
 EV2268                         *CURRENT SURVEY CONTROL
 EV2268  ___________________________________________________________________
 EV2268* NAD 83(1986)-  34 59 57.     (N)    117 40 46.     (W)     SCALED    
 EV2268* NAVD 88     -       744.566  (meters)    2442.80   (feet)  ADJUSTED  
 EV2268  ___________________________________________________________________
 EV2268  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2268  DYNAMIC HT  -         743.730 (meters)    2440.05  (feet)  COMP
 EV2268  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 EV2268  OBS GRAVITY -     979,488.9   (mgal)                       GRAV_OBS
 EV2268
 EV2268  VERT ORDER  -  FIRST     CLASS I
 EV2268
 EV2268.The horizontal coordinates were scaled from a topographic map and have
 EV2268.an estimated accuracy of +/- 6 seconds.
 EV2268
 EV2268.The orthometric height was determined by differential leveling
 EV2268.and adjusted in June 1991.
 EV2268
 EV2268.The geoid height was determined by GEOID03.
 EV2268
 EV2268.The dynamic height is computed by dividing the NAVD 88
 EV2268.geopotential number by the normal gravity value computed on the
 EV2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2268.degrees latitude (g = 980.6199 gals.).
 EV2268
 EV2268.The modeled gravity was interpolated from observed gravity values.
 EV2268.The observed gravity was obtained from relative gravimeter ties
 EV2268.to the IGSN71 gravity network.
 EV2268
 EV2268;                    North         East    Units  Estimated Accuracy
 EV2268;SPC CA 5     -   666,340.    2,029,260.      MT  (+/- 180 meters Scaled)
 EV2268
 EV2268                          SUPERSEDED SURVEY CONTROL
 EV2268
 EV2268  NGVD 29 (??/??/92)  743.767  (m)         2440.18   (f) ADJ UNCH    1 1
 EV2268
 EV2268.Superseded values are not recommended for survey control.
 EV2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2268.See file dsdata.txt to determine how the superseded data were derived.
 EV2268
 EV2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU379731(NAD 83)
 EV2268_MARKER: DD = SURVEY DISK
 EV2268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2268_SP_SET: CONCRETE BASE
 EV2268_STAMPING: 11 FMK 1973
 EV2268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2268
 EV2268  HISTORY     - Date     Condition        Report By
 EV2268  HISTORY     - 1973     MONUMENTED       USGS
 EV2268  HISTORY     - 1974     GOOD             NGS
 EV2268  HISTORY     - 1977     GOOD             NGS
 EV2268  HISTORY     - 20010423 MARK NOT FOUND   CONDOR
 EV2268
 EV2268                          STATION DESCRIPTION
 EV2268
 EV2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2268'1.6 MI W FROM BORON.
 EV2268'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2268'FROM THE STATION AT BORON, THENCE 0.5 MILE SOUTHWEST ALONG THE
 EV2268'ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 16 1/2 FEET
 EV2268'WEST OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 8.8 FEET
 EV2268'NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF THE SOUTHEAST
 EV2268'END OF A 2 1/2- BY 3-FOOT CONCRETE BASE OF A FORMER SEMAPHORE
 EV2268'WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 12 FEET
 EV2268'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, AND ABOUT 1 FOOT
 EV2268'HIGHER THAN THE TRACK.  SECTION 36, T 11N, R 8W
 EV2268
 EV2268                          STATION RECOVERY (1977)
 EV2268
 EV2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2268'RECOVERED IN GOOD CONDITION.
 EV2268
 EV2268                          STATION RECOVERY (2001)
 EV2268
 EV2268'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 EV2268'BORON STATION NO LONGER EXISTS. AREA OF BENCH MARK HAS BEEN
 EV2268'RECONSTRUCTED SINCE 1977
 EV2268' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0361 ***********************************************************************
 EU0361  DESIGNATION -  11 G
 EU0361  PID         -  EU0361
 EU0361  STATE/COUNTY-  CA/RIVERSIDE
 EU0361  USGS QUAD   -  GRANITE PASS (1985)
 EU0361
 EU0361                         *CURRENT SURVEY CONTROL
 EU0361  ___________________________________________________________________
 EU0361* NAD 83(1986)-  34 01 44.     (N)    115 13 57.     (W)     SCALED    
 EU0361* NAVD 88     -       394.061  (meters)    1292.85   (feet)  ADJUSTED  
 EU0361  ___________________________________________________________________
 EU0361  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EU0361  DYNAMIC HT  -         393.622 (meters)    1291.41  (feet)  COMP
 EU0361  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 EU0361
 EU0361  VERT ORDER  -  FIRST     CLASS I
 EU0361
 EU0361.The horizontal coordinates were scaled from a topographic map and have
 EU0361.an estimated accuracy of +/- 6 seconds.
 EU0361
 EU0361.The orthometric height was determined by differential leveling
 EU0361.and adjusted in June 1991.
 EU0361
 EU0361.The geoid height was determined by GEOID03.
 EU0361
 EU0361.The dynamic height is computed by dividing the NAVD 88
 EU0361.geopotential number by the normal gravity value computed on the
 EU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0361.degrees latitude (g = 980.6199 gals.).
 EU0361
 EU0361.The modeled gravity was interpolated from observed gravity values.
 EU0361
 EU0361;                    North         East    Units  Estimated Accuracy
 EU0361;SPC CA 6     -   706,990.    2,093,970.      MT  (+/- 180 meters Scaled)
 EU0361
 EU0361                          SUPERSEDED SURVEY CONTROL
 EU0361
 EU0361  NGVD 29 (??/??/92)  393.384  (m)         1290.63   (f) ADJ UNCH    1 1
 EU0361
 EU0361.Superseded values are not recommended for survey control.
 EU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0361.See file dsdata.txt to determine how the superseded data were derived.
 EU0361
 EU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT631667(NAD 83)
 EU0361_MARKER: DD = SURVEY DISK
 EU0361_SETTING: 66 = SET IN ROCK OUTCROP
 EU0361_SP_SET: BEDROCK
 EU0361_STAMPING: 11 G 1931
 EU0361_MARK LOGO: MWDSC 
 EU0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0361+STABILITY: POSITION/ELEVATION WELL
 EU0361
 EU0361  HISTORY     - Date     Condition        Report By
 EU0361  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0361  HISTORY     - 1930     GOOD             MWDSC
 EU0361  HISTORY     - 1976     GOOD             NGS
 EU0361  HISTORY     - 1978     GOOD             NGS
 EU0361  HISTORY     - 1978     GOOD             USGS
 EU0361
 EU0361                          STATION DESCRIPTION
 EU0361
 EU0361'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0361'23.8 MI NNE FROM DESERT CENTER.
 EU0361'IN RIVERSIDE COUNTY, ABOUT 23-3/4 MILES NORTH-NORTHEAST OF DESERT
 EU0361'CENTER, ABOUT 22-1/4 MILES WEST OF RICE, SAN BERNARDINO COUNTY,
 EU0361'ABOUT 3-1/2 MILES SOUTHWEST OF A SUMMIT BETWEEN IRON AND GRANITE
 EU0361'MOUNTAINS ABOUT 1/4 MILE EAST OF A NEW ROAD, ON THE SUMMIT OF A
 EU0361'SMALL ISOLATED HILL OF ROCKS AND IN ROCK.  A METROPOLITAN WATER
 EU0361'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 EU0361
 EU0361                          STATION RECOVERY (1976)
 EU0361
 EU0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0361'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 EU0361'CENTER THENCE 23.75 MILES NORTHEAST ALONG HIGHWAY 177, 1.15 MILES
 EU0361'NORTH OF A POINT WHERE HIGH TENSION LINES CROSS THE HIGHWAY, IN THE
 EU0361'TOP OF A SMALL ROCKY KNOLL 0.1 MILE EAST OF THE HIGHWAY.
 EU0361
 EU0361                          STATION RECOVERY (1978)
 EU0361
 EU0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0361'RECOVERED IN GOOD CONDITION.
 EU0361
 EU0361                          STATION RECOVERY (1978)
 EU0361
 EU0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EU0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4293 ***********************************************************************
 EW4293  DESIGNATION -  11 G 21 C OF LA
 EW4293  PID         -  EW4293
 EW4293  STATE/COUNTY-  CA/LOS ANGELES
 EW4293  USGS QUAD   -  CANOGA PARK (1967)
 EW4293
 EW4293                         *CURRENT SURVEY CONTROL
 EW4293  ___________________________________________________________________
 EW4293* NAD 83(1986)-  34 10 07.     (N)    118 32 08.     (W)     SCALED    
 EW4293* NAVD 88     -       240.15   (+/-2cm)     787.9    (feet)  VERTCON   
 EW4293  ___________________________________________________________________
 EW4293  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4293  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4293
 EW4293.The horizontal coordinates were scaled from a topographic map and have
 EW4293.an estimated accuracy of +/- 6 seconds.
 EW4293
 EW4293.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4293.The vertical order pertains to the NGVD 29 superseded value.
 EW4293
 EW4293.The geoid height was determined by GEOID03.
 EW4293
 EW4293;                    North         East    Units  Estimated Accuracy
 EW4293;SPC CA 5     -   574,300.    1,950,620.      MT  (+/- 180 meters Scaled)
 EW4293
 EW4293                          SUPERSEDED SURVEY CONTROL
 EW4293
 EW4293  NGVD 29 (??/??/92)  239.37   (m)          785.3    (f) COMPUTED    1 1
 EW4293
 EW4293.Superseded values are not recommended for survey control.
 EW4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4293.See file dsdata.txt to determine how the superseded data were derived.
 EW4293
 EW4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT584819(NAD 83)
 EW4293_MARKER: Z = SEE DESCRIPTION
 EW4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4293_STAMPING: 11-G-21 1940
 EW4293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4293+STABILITY: SURFACE MOTION
 EW4293
 EW4293  HISTORY     - Date     Condition        Report By
 EW4293  HISTORY     - 1940     MONUMENTED       CA1980
 EW4293  HISTORY     - 1968     GOOD             CA1980
 EW4293
 EW4293                          STATION DESCRIPTION
 EW4293
 EW4293'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4293'AT LOS ANGELES.
 EW4293'STANDARD TRAVERSE MONUMENT RESEDA H-4C, STAMPED 11-G-21 1940,
 EW4293'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND
 EW4293'RESEDA BOULEVARD FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0634 ***********************************************************************
 GU0634  DESIGNATION -  11 GSDWR
 GU0634  PID         -  GU0634
 GU0634  STATE/COUNTY-  CA/MADERA
 GU0634  USGS QUAD   -  FIREBAUGH NE (1984)
 GU0634
 GU0634                         *CURRENT SURVEY CONTROL
 GU0634  ___________________________________________________________________
 GU0634* NAD 83(1986)-  36 58 37.     (N)    120 22 02.     (W)     SCALED    
 GU0634* NAVD 88     -        48.64   (+/-2cm)     159.6    (feet)  VERTCON   
 GU0634  ___________________________________________________________________
 GU0634  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GU0634  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0634
 GU0634.The horizontal coordinates were scaled from a topographic map and have
 GU0634.an estimated accuracy of +/- 6 seconds.
 GU0634
 GU0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0634.The vertical order pertains to the NGVD 29 superseded value.
 GU0634
 GU0634.The geoid height was determined by GEOID03.
 GU0634
 GU0634;                    North         East    Units  Estimated Accuracy
 GU0634;SPC CA 3     -   552,940.    2,011,820.      MT  (+/- 180 meters Scaled)
 GU0634
 GU0634                          SUPERSEDED SURVEY CONTROL
 GU0634
 GU0634  NGVD 29 (??/??/92)   47.96   (m)          157.3    (f) COMPUTED    1 2
 GU0634
 GU0634.Superseded values are not recommended for survey control.
 GU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0634.See file dsdata.txt to determine how the superseded data were derived.
 GU0634
 GU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF343955(NAD 83)
 GU0634_MARKER: X = CHISELED CROSS
 GU0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0634_SP_SET: CANAL SYPHON
 GU0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0634
 GU0634  HISTORY     - Date     Condition        Report By
 GU0634  HISTORY     - UNK      MONUMENTED       CADWR
 GU0634  HISTORY     - 1957     GOOD             NGS
 GU0634
 GU0634                          STATION DESCRIPTION
 GU0634
 GU0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU0634'15.4 MI NE FROM FIREBAUGH.
 GU0634'0.2 MILE NORTHEAST ALONG 15TH STREET FROM THE COURTHOUSE AT
 GU0634'FIREBAUGH, THENCE 6.0 MILES EAST ALONG FIREBAUGH MADERA ROAD
 GU0634'(7 1/2 E), THENCE 1.5 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD,
 GU0634'THENCE 7.7 MILES NORTHWEST ALONG THE SOUTHWEST LEVEE ROAD OF
 GU0634'CHOWCHILLA CANAL, AT THE CONCRETE SYPHON OF THE CANAL UNDER THE
 GU0634'FRESNO RIVER, ON THE TOP OF THE WEST END OF THE NORTHWEST
 GU0634'CONCRETE WING WALL, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU0634'ROAD, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4288 ***********************************************************************
 EW4288  DESIGNATION -  11 H 21 C OF LA
 EW4288  PID         -  EW4288
 EW4288  STATE/COUNTY-  CA/LOS ANGELES
 EW4288  USGS QUAD   -  CANOGA PARK (1967)
 EW4288
 EW4288                         *CURRENT SURVEY CONTROL
 EW4288  ___________________________________________________________________
 EW4288* NAD 83(1986)-  34 09 55.     (N)    118 31 37.     (W)     SCALED    
 EW4288* NAVD 88     -       248.48   (+/-2cm)     815.2    (feet)  VERTCON   
 EW4288  ___________________________________________________________________
 EW4288  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW4288  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4288
 EW4288.The horizontal coordinates were scaled from a topographic map and have
 EW4288.an estimated accuracy of +/- 6 seconds.
 EW4288
 EW4288.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4288.The vertical order pertains to the NGVD 29 superseded value.
 EW4288
 EW4288.The geoid height was determined by GEOID03.
 EW4288
 EW4288;                    North         East    Units  Estimated Accuracy
 EW4288;SPC CA 5     -   573,920.    1,951,410.      MT  (+/- 180 meters Scaled)
 EW4288
 EW4288                          SUPERSEDED SURVEY CONTROL
 EW4288
 EW4288  NGVD 29 (??/??/92)  247.70   (m)          812.7    (f) COMPUTED    1 1
 EW4288
 EW4288.Superseded values are not recommended for survey control.
 EW4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4288.See file dsdata.txt to determine how the superseded data were derived.
 EW4288
 EW4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT592815(NAD 83)
 EW4288_MARKER: Z = SEE DESCRIPTION
 EW4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4288_STAMPING: 11-H-21 1940
 EW4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4288+STABILITY: SURFACE MOTION
 EW4288
 EW4288  HISTORY     - Date     Condition        Report By
 EW4288  HISTORY     - 1940     MONUMENTED       CA1980
 EW4288  HISTORY     - 1968     GOOD             CA1980
 EW4288
 EW4288                          STATION DESCRIPTION
 EW4288
 EW4288'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4288'AT LOS ANGELES.
 EW4288'STANDARD TRAVERSE MONUMENT RESEDA I-5B, STAMPED 11-H-21 1940,
 EW4288'ON THE CENTER LINE OF LINDLEY AVENUE, 14.99 FEET SOUTH OF THE
 EW4288'CENTER LINE OF VENTURA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4282 ***********************************************************************
 EW4282  DESIGNATION -  11 H 22 C OF LA
 EW4282  PID         -  EW4282
 EW4282  STATE/COUNTY-  CA/LOS ANGELES
 EW4282  USGS QUAD   -  CANOGA PARK (1967)
 EW4282
 EW4282                         *CURRENT SURVEY CONTROL
 EW4282  ___________________________________________________________________
 EW4282* NAD 83(1986)-  34 09 45.     (N)    118 31 05.     (W)     SCALED    
 EW4282* NAVD 88     -       244.16   (+/-2cm)     801.0    (feet)  VERTCON   
 EW4282  ___________________________________________________________________
 EW4282  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4282  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4282
 EW4282.The horizontal coordinates were scaled from a topographic map and have
 EW4282.an estimated accuracy of +/- 6 seconds.
 EW4282
 EW4282.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4282.The vertical order pertains to the NGVD 29 superseded value.
 EW4282
 EW4282.The geoid height was determined by GEOID03.
 EW4282
 EW4282;                    North         East    Units  Estimated Accuracy
 EW4282;SPC CA 5     -   573,610.    1,952,230.      MT  (+/- 180 meters Scaled)
 EW4282
 EW4282                          SUPERSEDED SURVEY CONTROL
 EW4282
 EW4282  NGVD 29 (??/??/92)  243.37   (m)          798.5    (f) COMPUTED    1 2
 EW4282
 EW4282.Superseded values are not recommended for survey control.
 EW4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4282.See file dsdata.txt to determine how the superseded data were derived.
 EW4282
 EW4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT600812(NAD 83)
 EW4282_MARKER: Z = SEE DESCRIPTION
 EW4282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4282+STABILITY: SURFACE MOTION
 EW4282
 EW4282  HISTORY     - Date     Condition        Report By
 EW4282  HISTORY     - UNK      MONUMENTED       CA1980
 EW4282  HISTORY     - 1968     GOOD             CA1980
 EW4282
 EW4282                          STATION DESCRIPTION
 EW4282
 EW4282'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4282'AT LOS ANGELES.
 EW4282'STANDARD TRAVERSE MONUMENT 11-H-22 ON THE CENTER LINE INTERSECTION
 EW4282'OF VENTURA BOULEVARD AND WHITE OAK AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1915 ***********************************************************************
 DY1915  DESIGNATION -  11 H C OF LA
 DY1915  PID         -  DY1915
 DY1915  STATE/COUNTY-  CA/LOS ANGELES
 DY1915  USGS QUAD   -  TORRANCE (1981)
 DY1915
 DY1915                         *CURRENT SURVEY CONTROL
 DY1915  ___________________________________________________________________
 DY1915* NAD 83(1986)-  33 51 17.     (N)    118 17 56.     (W)     SCALED    
 DY1915* NAVD 88     -        15.40   (+/-2cm)      50.5    (feet)  VERTCON   
 DY1915  ___________________________________________________________________
 DY1915  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY1915  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1915
 DY1915.The horizontal coordinates were scaled from a topographic map and have
 DY1915.an estimated accuracy of +/- 6 seconds.
 DY1915
 DY1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1915.The vertical order pertains to the NGVD 29 superseded value.
 DY1915
 DY1915.The geoid height was determined by GEOID03.
 DY1915
 DY1915;                    North         East    Units  Estimated Accuracy
 DY1915;SPC CA 5     -   539,390.    1,972,340.      MT  (+/- 180 meters Scaled)
 DY1915
 DY1915                          SUPERSEDED SURVEY CONTROL
 DY1915
 DY1915  NGVD 29 (??/??/92)   14.650  (m)           48.06   (f) ADJ UNCH    1 2
 DY1915
 DY1915.Superseded values are not recommended for survey control.
 DY1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1915.See file dsdata.txt to determine how the superseded data were derived.
 DY1915
 DY1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798468(NAD 83)
 DY1915_MARKER: DD = SURVEY DISK
 DY1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1915_STAMPING: 48.04 11 H
 DY1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1915+STABILITY: SURFACE MOTION
 DY1915
 DY1915  HISTORY     - Date     Condition        Report By
 DY1915  HISTORY     - UNK      MONUMENTED       CA1980
 DY1915  HISTORY     - 1946     GOOD             NGS
 DY1915  HISTORY     - 1961     MARK NOT FOUND   CA-037
 DY1915
 DY1915                          STATION DESCRIPTION
 DY1915
 DY1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1915'2.7 MI NE FROM TORRANCE.
 DY1915'1.1 MILE EAST ALONG CARSON STREET FROM THE CROSSING OF ARLINGTON
 DY1915'AVENUE AT TORRANCE, THENE, 1.6 MILES NORTH ALONG NORMANDIE AVENUE,
 DY1915'0.3 MILE SOUTH OF THE CROSSING OF 190TH STREET, AT THE INTERSECTION
 DY1915'OF KNOX STREET AND NORMANDIE AVENUE, 40.2 FEET SOUTH OF THE
 DY1915'PROLONGATION OF THE CENTERLINE OF KNOX STREET MEASURED FROM A LEAD
 DY1915'AND TACK IN THE WEST CURB OF NORMANDIE AVENUE, 1.8 FEET WEST OF THE
 DY1915'WEST CURB OF THE AVENUE, 17.1 FEET EAST OF THE EAST RAIL OF THE
 DY1915'TRACK, 50.2 FEET NORTH OF TELEPHONE POLE NO. C46962T, 1.2 FEET
 DY1915'NORTH OF A WHITE REFERENCE POST, SET IN THE TOP OF A CIRCULAR
 DY1915'CONCRETE POST 0.1 FOOT HIGHER THAN THE CURB AND THE GROUND LEVEL
 DY1915'AND 2.0 FEET LOWER THAN THE TOP OF THE RAIL.  A CITY OF LOS ANGELES
 DY1915'STANDARD DISK, STAMPED 4804 11 H AND SET IN THE TOP OF A CONCRETE
 DY1915'POST.
 DY1915
 DY1915                          STATION RECOVERY (1961)
 DY1915
 DY1915'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 DY1915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0448 ***********************************************************************
 DW0448  DESIGNATION -  11 H MWDSC
 DW0448  PID         -  DW0448
 DW0448  STATE/COUNTY-  CA/RIVERSIDE
 DW0448  USGS QUAD   -  WEST OF PALEN PASS (1983)
 DW0448
 DW0448                         *CURRENT SURVEY CONTROL
 DW0448  ___________________________________________________________________
 DW0448* NAD 83(1986)-  33 59 26.     (N)    115 14 26.     (W)     SCALED    
 DW0448* NAVD 88     -       294.54   (+/-2cm)     966.3    (feet)  VERTCON   
 DW0448  ___________________________________________________________________
 DW0448  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DW0448  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0448
 DW0448.The horizontal coordinates were scaled from a topographic map and have
 DW0448.an estimated accuracy of +/- 6 seconds.
 DW0448
 DW0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0448.The vertical order pertains to the NGVD 29 superseded value.
 DW0448
 DW0448.The geoid height was determined by GEOID03.
 DW0448
 DW0448;                    North         East    Units  Estimated Accuracy
 DW0448;SPC CA 6     -   702,730.    2,093,270.      MT  (+/- 180 meters Scaled)
 DW0448
 DW0448                          SUPERSEDED SURVEY CONTROL
 DW0448
 DW0448  NGVD 29 (??/??/??)  293.867  (m)          964.13   (f) ADJUSTED    1 2
 DW0448
 DW0448.Superseded values are not recommended for survey control.
 DW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0448.See file dsdata.txt to determine how the superseded data were derived.
 DW0448
 DW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT625625(NAD 83)
 DW0448_MARKER: DD = SURVEY DISK
 DW0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0448_STAMPING: 11 H 1931
 DW0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0448+STABILITY: SURFACE MOTION
 DW0448
 DW0448  HISTORY     - Date     Condition        Report By
 DW0448  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0448  HISTORY     - 1955     GOOD             NGS
 DW0448  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0448
 DW0448                          STATION DESCRIPTION
 DW0448
 DW0448'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0448'20.5 MI NNE FROM DESERT CENTER.
 DW0448'ABOUT 20-1/2 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0448'COUNTY, ABOUT 5-3/4 MILES SOUTHWEST OF A SUMMIT BETWEEN IRON
 DW0448'AND GRANITE MOUNTAINS, ABOUT 2000 FEET NORTHEAST OF THE WEST
 DW0448'PORTAL OF THE GRANITE MOUNTAINS TUNNEL, ABOUT 350 FEET NORTH OF
 DW0448'PRELIMINARY LOCATION SURVEY STATION 3907, AND SURROUNDED BY
 DW0448'A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0448'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN
 DW0448'THE DESERT, 0.5 MILE WEST OF THE PAVED ROAD FROM RICE TO
 DW0448'DESERT CENTER.  NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A
 DW0448'1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG
 DW0448'PLACED AT ONE CORNER.
 DW0448
 DW0448                          STATION RECOVERY (1955)
 DW0448
 DW0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DW0448'RECOVERED IN GOOD CONDITION.
 DW0448
 DW0448                          STATION RECOVERY (1976)
 DW0448
 DW0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0448'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4275 ***********************************************************************
 EW4275  DESIGNATION -  11 I 20 C OF LA
 EW4275  PID         -  EW4275
 EW4275  STATE/COUNTY-  CA/LOS ANGELES
 EW4275  USGS QUAD   -  CANOGA PARK (1967)
 EW4275
 EW4275                         *CURRENT SURVEY CONTROL
 EW4275  ___________________________________________________________________
 EW4275* NAD 83(1986)-  34 09 37.     (N)    118 30 19.     (W)     SCALED    
 EW4275* NAVD 88     -       241.29   (+/-2cm)     791.6    (feet)  VERTCON   
 EW4275  ___________________________________________________________________
 EW4275  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW4275  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4275
 EW4275.The horizontal coordinates were scaled from a topographic map and have
 EW4275.an estimated accuracy of +/- 6 seconds.
 EW4275
 EW4275.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4275.The vertical order pertains to the NGVD 29 superseded value.
 EW4275
 EW4275.The geoid height was determined by GEOID03.
 EW4275
 EW4275;                    North         East    Units  Estimated Accuracy
 EW4275;SPC CA 5     -   573,360.    1,953,410.      MT  (+/- 180 meters Scaled)
 EW4275
 EW4275                          SUPERSEDED SURVEY CONTROL
 EW4275
 EW4275  NGVD 29 (??/??/92)  240.50   (m)          789.0    (f) COMPUTED    1 1
 EW4275
 EW4275.Superseded values are not recommended for survey control.
 EW4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4275.See file dsdata.txt to determine how the superseded data were derived.
 EW4275
 EW4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT612809(NAD 83)
 EW4275_MARKER: Z = SEE DESCRIPTION
 EW4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4275_STAMPING: 11-I-20 1940
 EW4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4275+STABILITY: SURFACE MOTION
 EW4275
 EW4275  HISTORY     - Date     Condition        Report By
 EW4275  HISTORY     - 1940     MONUMENTED       CA1980
 EW4275  HISTORY     - 1968     GOOD             CA1980
 EW4275
 EW4275                          STATION DESCRIPTION
 EW4275
 EW4275'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4275'AT LOS ANGELES.
 EW4275'STANDARD TRAVERSE MONUMENT RESEDA L-5B, STAMPED 11-I-20 1940,
 EW4275'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND
 EW4275'AMESTOY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2240 ***********************************************************************
 EW2240  DESIGNATION -  11 J 20 C OF LA
 EW2240  PID         -  EW2240
 EW2240  STATE/COUNTY-  CA/LOS ANGELES
 EW2240  USGS QUAD   -  VAN NUYS (1972)
 EW2240
 EW2240                         *CURRENT SURVEY CONTROL
 EW2240  ___________________________________________________________________
 EW2240* NAD 83(1986)-  34 09 21.     (N)    118 29 00.     (W)     SCALED    
 EW2240* NAVD 88     -       222.97   (+/-2cm)     731.5    (feet)  VERTCON   
 EW2240  ___________________________________________________________________
 EW2240  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2240  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2240
 EW2240.The horizontal coordinates were scaled from a topographic map and have
 EW2240.an estimated accuracy of +/- 6 seconds.
 EW2240
 EW2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2240.The vertical order pertains to the NGVD 29 superseded value.
 EW2240
 EW2240.The geoid height was determined by GEOID03.
 EW2240
 EW2240;                    North         East    Units  Estimated Accuracy
 EW2240;SPC CA 5     -   572,860.    1,955,430.      MT  (+/- 180 meters Scaled)
 EW2240
 EW2240                          SUPERSEDED SURVEY CONTROL
 EW2240
 EW2240  NGVD 29 (??/??/92)  222.18   (m)          728.9    (f) COMPUTED    1 1
 EW2240
 EW2240.Superseded values are not recommended for survey control.
 EW2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2240.See file dsdata.txt to determine how the superseded data were derived.
 EW2240
 EW2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632804(NAD 83)
 EW2240_MARKER: Z = SEE DESCRIPTION
 EW2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2240_STAMPING: 11-J-20 1940
 EW2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2240+STABILITY: SURFACE MOTION
 EW2240
 EW2240  HISTORY     - Date     Condition        Report By
 EW2240  HISTORY     - 1940     MONUMENTED       CA1980
 EW2240  HISTORY     - 1968     GOOD             CA1980
 EW2240
 EW2240                          STATION DESCRIPTION
 EW2240
 EW2240'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2240'AT LOS ANGELES.
 EW2240'STANDARD TRAVERSE MONUMENT VAN NUYS C-6B, STAMPED 11-J-20 1940,
 EW2240'14.93 FEET EAST OF THE CENTER LINE INTERSECTION OF VENTURA
 EW2240'BOULEVARD AND WOODLEY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2233 ***********************************************************************
 EW2233  DESIGNATION -  11 J 21 C OF LA
 EW2233  PID         -  EW2233
 EW2233  STATE/COUNTY-  CA/LOS ANGELES
 EW2233  USGS QUAD   -  VAN NUYS (1972)
 EW2233
 EW2233                         *CURRENT SURVEY CONTROL
 EW2233  ___________________________________________________________________
 EW2233* NAD 83(1986)-  34 09 17.     (N)    118 28 23.     (W)     SCALED    
 EW2233* NAVD 88     -       217.79   (+/-2cm)     714.5    (feet)  VERTCON   
 EW2233  ___________________________________________________________________
 EW2233  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2233  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2233
 EW2233.The horizontal coordinates were scaled from a topographic map and have
 EW2233.an estimated accuracy of +/- 6 seconds.
 EW2233
 EW2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2233.The vertical order pertains to the NGVD 29 superseded value.
 EW2233
 EW2233.The geoid height was determined by GEOID03.
 EW2233
 EW2233;                    North         East    Units  Estimated Accuracy
 EW2233;SPC CA 5     -   572,730.    1,956,380.      MT  (+/- 180 meters Scaled)
 EW2233
 EW2233                          SUPERSEDED SURVEY CONTROL
 EW2233
 EW2233  NGVD 29 (??/??/92)  217.00   (m)          711.9    (f) COMPUTED    1 1
 EW2233
 EW2233.Superseded values are not recommended for survey control.
 EW2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2233.See file dsdata.txt to determine how the superseded data were derived.
 EW2233
 EW2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642802(NAD 83)
 EW2233_MARKER: Z = SEE DESCRIPTION
 EW2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2233_STAMPING: 11-J-21 1940
 EW2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2233+STABILITY: SURFACE MOTION
 EW2233
 EW2233  HISTORY     - Date     Condition        Report By
 EW2233  HISTORY     - 1940     MONUMENTED       CA1980
 EW2233  HISTORY     - 1968     GOOD             CA1980
 EW2233
 EW2233                          STATION DESCRIPTION
 EW2233
 EW2233'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2233'AT LOS ANGELES.
 EW2233'STANDARD TRAVERSE MONUMENT VAN NUYS D-6B, STAMPED 11-J-21 1940,
 EW2233'ON THE CENTER LINE OF VENTURA BOULEVARD, 300.91 FEET EAST OF
 EW2233'HASKELL AVENUE TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2229 ***********************************************************************
 EW2229  DESIGNATION -  11 J 22 C OF LA
 EW2229  PID         -  EW2229
 EW2229  STATE/COUNTY-  CA/LOS ANGELES
 EW2229  USGS QUAD   -  VAN NUYS (1972)
 EW2229
 EW2229                         *CURRENT SURVEY CONTROL
 EW2229  ___________________________________________________________________
 EW2229* NAD 83(1986)-  34 09 12.     (N)    118 27 58.     (W)     SCALED    
 EW2229* NAVD 88     -       216.53   (+/-2cm)     710.4    (feet)  VERTCON   
 EW2229  ___________________________________________________________________
 EW2229  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2229  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2229
 EW2229.The horizontal coordinates were scaled from a topographic map and have
 EW2229.an estimated accuracy of +/- 6 seconds.
 EW2229
 EW2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2229.The vertical order pertains to the NGVD 29 superseded value.
 EW2229
 EW2229.The geoid height was determined by GEOID03.
 EW2229
 EW2229;                    North         East    Units  Estimated Accuracy
 EW2229;SPC CA 5     -   572,570.    1,957,020.      MT  (+/- 180 meters Scaled)
 EW2229
 EW2229                          SUPERSEDED SURVEY CONTROL
 EW2229
 EW2229  NGVD 29 (??/??/92)  215.75   (m)          707.8    (f) COMPUTED    1 1
 EW2229
 EW2229.Superseded values are not recommended for survey control.
 EW2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2229.See file dsdata.txt to determine how the superseded data were derived.
 EW2229
 EW2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT648801(NAD 83)
 EW2229_MARKER: Z = SEE DESCRIPTION
 EW2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2229_STAMPING: 11-J-22 1941
 EW2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2229+STABILITY: SURFACE MOTION
 EW2229
 EW2229  HISTORY     - Date     Condition        Report By
 EW2229  HISTORY     - 1941     MONUMENTED       CA1980
 EW2229  HISTORY     - 1968     GOOD             CA1980
 EW2229
 EW2229                          STATION DESCRIPTION
 EW2229
 EW2229'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2229'AT LOS ANGELES.
 EW2229'STANDARD TRAVERSE MONUMENT VAN NUYS E-6B, STAMPED 11-J-22 1941,
 EW2229'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND SEPULVEDA
 EW2229'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2863 ***********************************************************************
 EW2863  DESIGNATION -  11 J 41 CAHD
 EW2863  PID         -  EW2863
 EW2863  STATE/COUNTY-  CA/LOS ANGELES
 EW2863  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW2863
 EW2863                         *CURRENT SURVEY CONTROL
 EW2863  ___________________________________________________________________
 EW2863* NAD 83(1986)-  34 40 41.     (N)    118 47 01.     (W)     SCALED    
 EW2863* NAVD 88     -       780.42   (+/-2cm)    2560.4    (feet)  VERTCON   
 EW2863  ___________________________________________________________________
 EW2863  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EW2863  VERT ORDER  -  THIRD (See Below)
 EW2863
 EW2863.The horizontal coordinates were scaled from a topographic map and have
 EW2863.an estimated accuracy of +/- 6 seconds.
 EW2863
 EW2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2863.The vertical order pertains to the NGVD 29 superseded value.
 EW2863
 EW2863.The geoid height was determined by GEOID03.
 EW2863
 EW2863;                    North         East    Units  Estimated Accuracy
 EW2863;SPC CA 5     -   630,960.    1,928,190.      MT  (+/- 180 meters Scaled)
 EW2863
 EW2863                          SUPERSEDED SURVEY CONTROL
 EW2863
 EW2863  NGVD 29 (??/??/??)  779.54   (m)         2557.5    (f) RESET       3  
 EW2863
 EW2863.Superseded values are not recommended for survey control.
 EW2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2863.See file dsdata.txt to determine how the superseded data were derived.
 EW2863
 EW2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU365387(NAD 83)
 EW2863_MARKER: DD = SURVEY DISK
 EW2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2863_STAMPING: 11 J 41
 EW2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2863+STABILITY: SURFACE MOTION
 EW2863
 EW2863  HISTORY     - Date     Condition        Report By
 EW2863  HISTORY     - UNK      MONUMENTED       CADH
 EW2863  HISTORY     - 1941     GOOD             NGS
 EW2863  HISTORY     - 1960     GOOD             NGS
 EW2863
 EW2863                          STATION DESCRIPTION
 EW2863
 EW2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EW2863'3.4 MI S FROM CASWELLS.
 EW2863'ABOUT 3.31 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM CASWELLS, ABOUT
 EW2863'0.1 MILE NORTH AND ABOUT 0.1 MILE WEST OF THE CALIFORNIA
 EW2863'DIVISION OF HIGHWAYS MAINTANCE STATION, ABOUT 48 FEET NORTH
 EW2863'OF THE CENTER OF A DIRT ROAD AND ABOUT 68 FEET WEST OF THE
 EW2863'CENTER OF THE HIGHWAY AND ABOUT 1 FOOT EAST OF A FENCE.  A
 EW2863'CALIFORNIA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 11
 EW2863'J 41 AND SET IN THE TOP OF A CONCRETE POST.
 EW2863
 EW2863                          STATION RECOVERY (1960)
 EW2863
 EW2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0449 ***********************************************************************
 DW0449  DESIGNATION -  11 J MWDSC
 DW0449  PID         -  DW0449
 DW0449  STATE/COUNTY-  CA/RIVERSIDE
 DW0449  USGS QUAD   -  WEST OF PALEN PASS (1983)
 DW0449
 DW0449                         *CURRENT SURVEY CONTROL
 DW0449  ___________________________________________________________________
 DW0449* NAD 83(1986)-  33 58 57.     (N)    115 14 09.     (W)     SCALED    
 DW0449* NAVD 88     -       287.05   (+/-2cm)     941.8    (feet)  VERTCON   
 DW0449  ___________________________________________________________________
 DW0449  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DW0449  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0449
 DW0449.The horizontal coordinates were scaled from a topographic map and have
 DW0449.an estimated accuracy of +/- 6 seconds.
 DW0449
 DW0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0449.The vertical order pertains to the NGVD 29 superseded value.
 DW0449
 DW0449.The geoid height was determined by GEOID03.
 DW0449
 DW0449;                    North         East    Units  Estimated Accuracy
 DW0449;SPC CA 6     -   701,840.    2,093,710.      MT  (+/- 180 meters Scaled)
 DW0449
 DW0449                          SUPERSEDED SURVEY CONTROL
 DW0449
 DW0449  NGVD 29 (??/??/??)  286.372  (m)          939.54   (f) ADJUSTED    1 2
 DW0449
 DW0449.Superseded values are not recommended for survey control.
 DW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0449.See file dsdata.txt to determine how the superseded data were derived.
 DW0449
 DW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT629616(NAD 83)
 DW0449_MARKER: DD = SURVEY DISK
 DW0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0449_STAMPING: 11 J 1931
 DW0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0449+STABILITY: SURFACE MOTION
 DW0449
 DW0449  HISTORY     - Date     Condition        Report By
 DW0449  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0449  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0449
 DW0449                          STATION DESCRIPTION
 DW0449
 DW0449'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0449'20.2 MI NNE FROM DESERT CENTER.
 DW0449'ABOUT 20-1/4 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0449'COUNTY, ABOUT 5-3/4 MILES SOUTHWEST OF A SUMMIT BETWEEN IRON AND
 DW0449'GRANITE MOUNTAINS, ABOUT 1500 FEET SOUTHEAST OF PRELIMINARY
 DW0449'LOCATION SURVEY STATION 3907, ABOUT 500 FEET SOUTHEAST OF THE
 DW0449'WEST PORTAL OF THE GRANITE MOUNTAINS TUNNEL, AND SURROUNDED BY A
 DW0449'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0449'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DW0449'FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL
 DW0449'WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0449
 DW0449                          STATION RECOVERY (1976)
 DW0449
 DW0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0449'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0601 ***********************************************************************
 DW0601  DESIGNATION -  11 K MWDSC
 DW0601  PID         -  DW0601
 DW0601  STATE/COUNTY-  CA/RIVERSIDE
 DW0601  USGS QUAD   -  COXCOMB MTS (1987)
 DW0601
 DW0601                         *CURRENT SURVEY CONTROL
 DW0601  ___________________________________________________________________
 DW0601* NAD 83(1986)-  33 58 14.     (N)    115 15 19.     (W)     SCALED    
 DW0601* NAVD 88     -       274.101  (meters)     899.28   (feet)  ADJUSTED  
 DW0601  ___________________________________________________________________
 DW0601  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DW0601  DYNAMIC HT  -         273.799 (meters)     898.29  (feet)  COMP
 DW0601  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 DW0601
 DW0601  VERT ORDER  -  FIRST     CLASS I
 DW0601
 DW0601.The horizontal coordinates were scaled from a topographic map and have
 DW0601.an estimated accuracy of +/- 6 seconds.
 DW0601
 DW0601.The orthometric height was determined by differential leveling
 DW0601.and adjusted in June 1991.
 DW0601
 DW0601.The geoid height was determined by GEOID03.
 DW0601
 DW0601.The dynamic height is computed by dividing the NAVD 88
 DW0601.geopotential number by the normal gravity value computed on the
 DW0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0601.degrees latitude (g = 980.6199 gals.).
 DW0601
 DW0601.The modeled gravity was interpolated from observed gravity values.
 DW0601
 DW0601;                    North         East    Units  Estimated Accuracy
 DW0601;SPC CA 6     -   700,500.    2,091,930.      MT  (+/- 180 meters Scaled)
 DW0601
 DW0601                          SUPERSEDED SURVEY CONTROL
 DW0601
 DW0601  NGVD 29 (??/??/92)  273.430  (m)          897.08   (f) ADJ UNCH    1 1
 DW0601
 DW0601.Superseded values are not recommended for survey control.
 DW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0601.See file dsdata.txt to determine how the superseded data were derived.
 DW0601
 DW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT611602(NAD 83)
 DW0601_MARKER: DD = SURVEY DISK
 DW0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0601_STAMPING: 11 K 1931
 DW0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0601+STABILITY: SURFACE MOTION
 DW0601
 DW0601  HISTORY     - Date     Condition        Report By
 DW0601  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0601  HISTORY     - 1959     GOOD             USGS
 DW0601  HISTORY     - 1976     GOOD             NGS
 DW0601  HISTORY     - 1978     GOOD             NGS
 DW0601
 DW0601                          STATION DESCRIPTION
 DW0601
 DW0601'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0601'19 MI NNE FROM DESERT CENTER.
 DW0601'ABOUT 19 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0601'ABOUT 7 MILES SOUTHWEST OF A SUMMIT BETWEEN IRON AND GRANITE
 DW0601'MOUNTAINS, ABOUT 500 FEET WEST OF PRELIMINARY LOCATION SURVEY
 DW0601'STATION 3991, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 DW0601'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE
 DW0601'TOP OF A CONCRETE POST.  NOTE-- DESERT CENTER, 19.9 MI NE OF,
 DW0601'ALONG ROAD TO RICE, THENCE 1 MI WNW TO TELEPHONE LINE, THENCE
 DW0601'0.85 MI NNE TO A DIM ROAD LEFT, THENCE 0.2 MI N VIA DIM ROAD TO
 DW0601'BM ON THE LEFT.  BM IS 29 FT W OF DIM ROAD.  NOTE-- THE FENCE
 DW0601'SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH
 DW0601'A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0601
 DW0601                          STATION RECOVERY (1959)
 DW0601
 DW0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0601'RECOVERED IN GOOD CONDITION.
 DW0601
 DW0601                          STATION RECOVERY (1976)
 DW0601
 DW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0601'0.1 MILE EAST ALONG RAGSDALE ROAD THENCE 16.65 MILES NORTHEAST ALONG
 DW0601'HIGHWAY 177 THENCE 1.95 MILES WEST ON A DIRT ROAD THENCE 4.15 MILES
 DW0601'NORTH ON A POWERLINE SERVICE ROAD, 0.1 MILE NORTHWEST OF THE ROAD,
 DW0601'DURROUNDED BY A FENCE.
 DW0601
 DW0601                          STATION RECOVERY (1978)
 DW0601
 DW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0600 ***********************************************************************
 DW0600  DESIGNATION -  11 L MWDSC
 DW0600  PID         -  DW0600
 DW0600  STATE/COUNTY-  CA/RIVERSIDE
 DW0600  USGS QUAD   -  COXCOMB MTS (1987)
 DW0600
 DW0600                         *CURRENT SURVEY CONTROL
 DW0600  ___________________________________________________________________
 DW0600* NAD 83(1986)-  33 57 07.     (N)    115 15 53.     (W)     SCALED    
 DW0600* NAVD 88     -       273.705  (meters)     897.98   (feet)  ADJUSTED  
 DW0600  ___________________________________________________________________
 DW0600  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DW0600  DYNAMIC HT  -         273.403 (meters)     896.99  (feet)  COMP
 DW0600  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 DW0600
 DW0600  VERT ORDER  -  FIRST     CLASS I
 DW0600
 DW0600.The horizontal coordinates were scaled from a topographic map and have
 DW0600.an estimated accuracy of +/- 6 seconds.
 DW0600
 DW0600.The orthometric height was determined by differential leveling
 DW0600.and adjusted in June 1991.
 DW0600
 DW0600.The geoid height was determined by GEOID03.
 DW0600
 DW0600.The dynamic height is computed by dividing the NAVD 88
 DW0600.geopotential number by the normal gravity value computed on the
 DW0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0600.degrees latitude (g = 980.6199 gals.).
 DW0600
 DW0600.The modeled gravity was interpolated from observed gravity values.
 DW0600
 DW0600;                    North         East    Units  Estimated Accuracy
 DW0600;SPC CA 6     -   698,430.    2,091,080.      MT  (+/- 180 meters Scaled)
 DW0600
 DW0600                          SUPERSEDED SURVEY CONTROL
 DW0600
 DW0600  NGVD 29 (??/??/92)  273.034  (m)          895.78   (f) ADJ UNCH    1 1
 DW0600
 DW0600.Superseded values are not recommended for survey control.
 DW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0600.See file dsdata.txt to determine how the superseded data were derived.
 DW0600
 DW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT603581(NAD 83)
 DW0600_MARKER: DD = SURVEY DISK
 DW0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0600_STAMPING: 11 L 1931
 DW0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0600+STABILITY: SURFACE MOTION
 DW0600
 DW0600  HISTORY     - Date     Condition        Report By
 DW0600  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0600  HISTORY     - 1959     GOOD             USGS
 DW0600  HISTORY     - 1976     GOOD             NGS
 DW0600  HISTORY     - 1978     GOOD             NGS
 DW0600
 DW0600                          STATION DESCRIPTION
 DW0600
 DW0600'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0600'18 MI NNE FROM DESERT CENTER.
 DW0600'ABOUT 18 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0600'COUNTY, ON THE EAST SLOPE OF THE BASE OF COXCOMB MOUNTAINS,
 DW0600'ABOUT 750 FEET NORTHWEST OF PRELIMINARY LOCATION SURVEY
 DW0600'STATION 4063, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 DW0600'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP
 DW0600'OF A CONCRETE POST.  NOTE-- DESERT CENTER, 18.5 MI NE OF, ALONG
 DW0600'ROAD TO RICE, THENCE 1.3 MI WNW VIA A DIM ROAD TO TELEPHONE
 DW0600'LINE, THENCE 0.8 MI N ALONG TELEPHONE LINE, THENCE ABOUT 800
 DW0600'FT NW CROSS-COUNTRY TO BM.  NOTE-- THE FENCE SURROUNDING THE
 DW0600'BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY
 DW0600'2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0600
 DW0600                          STATION RECOVERY (1959)
 DW0600
 DW0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0600'RECOVERED IN GOOD CONDITION.
 DW0600
 DW0600                          STATION RECOVERY (1976)
 DW0600
 DW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0600'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW0600'CENTER THENCE 16.65 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE
 DW0600'1.95 MILES WEST ALONG A DIRT ROAD THENCE 2.75 MILES ALONG A POWERLINE
 DW0600'SERVICE ROAD, 0.15 MILE NORTHWEST OF THE ROAD, SURROUNDED BY 2 BY 2.
 DW0600
 DW0600                          STATION RECOVERY (1978)
 DW0600
 DW0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0090 ***********************************************************************
 JS0090  DESIGNATION -  11 LC USGS
 JS0090  PID         -  JS0090
 JS0090  STATE/COUNTY-  CA/EL DORADO
 JS0090  USGS QUAD   -  ROBBS PEAK (1973)
 JS0090
 JS0090                         *CURRENT SURVEY CONTROL
 JS0090  ___________________________________________________________________
 JS0090* NAD 83(1986)-  38 52 54.     (N)    120 23 26.     (W)     SCALED    
 JS0090* NAVD 88     -      1443.75   (+/-2cm)    4736.7    (feet)  VERTCON   
 JS0090  ___________________________________________________________________
 JS0090  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JS0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0090
 JS0090.The horizontal coordinates were scaled from a topographic map and have
 JS0090.an estimated accuracy of +/- 6 seconds.
 JS0090
 JS0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0090.The vertical order pertains to the NGVD 29 superseded value.
 JS0090
 JS0090.The geoid height was determined by GEOID03.
 JS0090
 JS0090;                    North         East    Units  Estimated Accuracy
 JS0090;SPC CA 2     -   636,110.    2,139,630.      MT  (+/- 180 meters Scaled)
 JS0090
 JS0090                          SUPERSEDED SURVEY CONTROL
 JS0090
 JS0090  NGVD 29 (??/??/92) 1442.72   (m)         4733.3    (f) COMPUTED    2 0
 JS0090
 JS0090.Superseded values are not recommended for survey control.
 JS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0090.See file dsdata.txt to determine how the superseded data were derived.
 JS0090
 JS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ263068(NAD 83)
 JS0090_MARKER: DB = BENCH MARK DISK
 JS0090_SETTING: 80 = SET IN A BOULDER
 JS0090_SP_SET: BOULDER
 JS0090_STAMPING: 11 LC 1948
 JS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0090+STABILITY: SURFACE MOTION
 JS0090
 JS0090  HISTORY     - Date     Condition        Report By
 JS0090  HISTORY     - 1948     MONUMENTED       USGS
 JS0090  HISTORY     - 1948     GOOD             NGS
 JS0090
 JS0090                          STATION DESCRIPTION
 JS0090
 JS0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0090'12 MI SE FROM UNCLE TOMS CABIN.
 JS0090'7.2 MILES NORTHEAST ALONG THE GEORGETOWN ROAD FROM UNCLE TOMS
 JS0090'CABIN, THENCE 4.8 MILES SOUTH ALONG THE ROBBS VALLEY ROAD,
 JS0090'0.4 MILE SOUTH ALONG THE ROBBS VALLEY ROAD FROM BENCH MARK W 342,
 JS0090'AT THE NORTHEAST END OF THE SILVER CREEK CAMP GROUND, ABOUT
 JS0090'43 YARDS SOUTHWEST OF THE CENTER OF A Y-INTERSECTION, 42 YARDS
 JS0090'WEST OF THE CENTER LINE OF THE MAIN ROAD, 57 FEET WEST OF THE
 JS0090'ROAD LEADING SOUTH, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE
 JS0090'MAIN ROAD, SET IN THE TOP OF A BOULDER PROJECTING ABOUT 1/2
 JS0090'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2274 ***********************************************************************
 EW2274  DESIGNATION -  11 M 20 C OF LA
 EW2274  PID         -  EW2274
 EW2274  STATE/COUNTY-  CA/LOS ANGELES
 EW2274  USGS QUAD   -  VAN NUYS (1972)
 EW2274
 EW2274                         *CURRENT SURVEY CONTROL
 EW2274  ___________________________________________________________________
 EW2274* NAD 83(1986)-  34 09 51.     (N)    118 23 47.     (W)     SCALED    
 EW2274* NAVD 88     -       196.68   (+/-2cm)     645.3    (feet)  VERTCON   
 EW2274  ___________________________________________________________________
 EW2274  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW2274  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2274
 EW2274.The horizontal coordinates were scaled from a topographic map and have
 EW2274.an estimated accuracy of +/- 6 seconds.
 EW2274
 EW2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2274.The vertical order pertains to the NGVD 29 superseded value.
 EW2274
 EW2274.The geoid height was determined by GEOID03.
 EW2274
 EW2274;                    North         East    Units  Estimated Accuracy
 EW2274;SPC CA 5     -   573,750.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2274
 EW2274                          SUPERSEDED SURVEY CONTROL
 EW2274
 EW2274  NGVD 29 (??/??/92)  195.90   (m)          642.7    (f) COMPUTED    1 1
 EW2274
 EW2274.Superseded values are not recommended for survey control.
 EW2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2274.See file dsdata.txt to determine how the superseded data were derived.
 EW2274
 EW2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712812(NAD 83)
 EW2274_MARKER: Z = SEE DESCRIPTION
 EW2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2274_STAMPING: 11-M-20 1941
 EW2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2274+STABILITY: SURFACE MOTION
 EW2274
 EW2274  HISTORY     - Date     Condition        Report By
 EW2274  HISTORY     - 1941     MONUMENTED       CA1980
 EW2274  HISTORY     - 1968     GOOD             CA1980
 EW2274
 EW2274                          STATION DESCRIPTION
 EW2274
 EW2274'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2274'IN LOS ANGELES.
 EW2274'STANDARD TRAVERSE MONUMENT BURBANK A-5B, STAMPED 11-M-20 1941,
 EW2274'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2274'MAGNOLIA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2278 ***********************************************************************
 EW2278  DESIGNATION -  11 M 21 C OF LA
 EW2278  PID         -  EW2278
 EW2278  STATE/COUNTY-  CA/LOS ANGELES
 EW2278  USGS QUAD   -  VAN NUYS (1972)
 EW2278
 EW2278                         *CURRENT SURVEY CONTROL
 EW2278  ___________________________________________________________________
 EW2278* NAD 83(1986)-  34 09 25.     (N)    118 23 48.     (W)     SCALED    
 EW2278* NAVD 88     -       193.05   (+/-2cm)     633.4    (feet)  VERTCON   
 EW2278  ___________________________________________________________________
 EW2278  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2278  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2278
 EW2278.The horizontal coordinates were scaled from a topographic map and have
 EW2278.an estimated accuracy of +/- 6 seconds.
 EW2278
 EW2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2278.The vertical order pertains to the NGVD 29 superseded value.
 EW2278
 EW2278.The geoid height was determined by GEOID03.
 EW2278
 EW2278;                    North         East    Units  Estimated Accuracy
 EW2278;SPC CA 5     -   572,940.    1,963,420.      MT  (+/- 180 meters Scaled)
 EW2278
 EW2278                          SUPERSEDED SURVEY CONTROL
 EW2278
 EW2278  NGVD 29 (??/??/92)  192.27   (m)          630.8    (f) COMPUTED    1 1
 EW2278
 EW2278.Superseded values are not recommended for survey control.
 EW2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2278.See file dsdata.txt to determine how the superseded data were derived.
 EW2278
 EW2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712804(NAD 83)
 EW2278_MARKER: Z = SEE DESCRIPTION
 EW2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2278_STAMPING: 11-M-21 1941
 EW2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2278+STABILITY: SURFACE MOTION
 EW2278
 EW2278  HISTORY     - Date     Condition        Report By
 EW2278  HISTORY     - 1941     MONUMENTED       CA1980
 EW2278  HISTORY     - 1968     GOOD             CA1980
 EW2278
 EW2278                          STATION DESCRIPTION
 EW2278
 EW2278'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2278'IN LOS ANGELES.
 EW2278'STANDARD TRAVERSE MONUMENT BURBANK A-6B, STAMPED 11-M-21 1941,
 EW2278'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2278'RIVERSIDE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2279 ***********************************************************************
 EW2279  DESIGNATION -  11 M 3 C OF LA
 EW2279  PID         -  EW2279
 EW2279  STATE/COUNTY-  CA/LOS ANGELES
 EW2279  USGS QUAD   -  VAN NUYS (1972)
 EW2279
 EW2279                         *CURRENT SURVEY CONTROL
 EW2279  ___________________________________________________________________
 EW2279* NAD 83(1986)-  34 09 26.     (N)    118 23 48.     (W)     SCALED    
 EW2279* NAVD 88     -       193.48   (+/-2cm)     634.8    (feet)  VERTCON   
 EW2279  ___________________________________________________________________
 EW2279  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2279  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2279
 EW2279.The horizontal coordinates were scaled from a topographic map and have
 EW2279.an estimated accuracy of +/- 6 seconds.
 EW2279
 EW2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2279.The vertical order pertains to the NGVD 29 superseded value.
 EW2279
 EW2279.The geoid height was determined by GEOID03.
 EW2279
 EW2279;                    North         East    Units  Estimated Accuracy
 EW2279;SPC CA 5     -   572,980.    1,963,420.      MT  (+/- 180 meters Scaled)
 EW2279
 EW2279                          SUPERSEDED SURVEY CONTROL
 EW2279
 EW2279  NGVD 29 (??/??/92)  192.70   (m)          632.2    (f) COMPUTED    1 1
 EW2279
 EW2279.Superseded values are not recommended for survey control.
 EW2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2279.See file dsdata.txt to determine how the superseded data were derived.
 EW2279
 EW2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712804(NAD 83)
 EW2279_MARKER: DD = SURVEY DISK
 EW2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2279+STABILITY: SURFACE MOTION
 EW2279
 EW2279  HISTORY     - Date     Condition        Report By
 EW2279  HISTORY     - UNK      MONUMENTED       CA1980
 EW2279  HISTORY     - 1968     GOOD             CA1980
 EW2279
 EW2279                          STATION DESCRIPTION
 EW2279
 EW2279'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2279'IN LOS ANGELES.
 EW2279'STANDARD BENCH MARK BRASS DISC 11-M-3, IN CONCRETE MONUMENT,
 EW2279'2 FEET EAST OF THE EAST CURB LINE OF LAUREL CANYON BOULEVARD,
 EW2279'33 FEET NORTH OF THE NORTH CURB LINE OF RIVERSIDE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0599 ***********************************************************************
 DW0599  DESIGNATION -  11 M MWDSC
 DW0599  PID         -  DW0599
 DW0599  STATE/COUNTY-  CA/RIVERSIDE
 DW0599  USGS QUAD   -  COXCOMB MTS (1987)
 DW0599
 DW0599                         *CURRENT SURVEY CONTROL
 DW0599  ___________________________________________________________________
 DW0599* NAD 83(1986)-  33 56 01.     (N)    115 16 10.     (W)     SCALED    
 DW0599* NAVD 88     -       276.733  (meters)     907.91   (feet)  ADJUSTED  
 DW0599  ___________________________________________________________________
 DW0599  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0599  DYNAMIC HT  -         276.429 (meters)     906.92  (feet)  COMP
 DW0599  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 DW0599
 DW0599  VERT ORDER  -  FIRST     CLASS I
 DW0599
 DW0599.The horizontal coordinates were scaled from a topographic map and have
 DW0599.an estimated accuracy of +/- 6 seconds.
 DW0599
 DW0599.The orthometric height was determined by differential leveling
 DW0599.and adjusted in June 1991.
 DW0599
 DW0599.The geoid height was determined by GEOID03.
 DW0599
 DW0599.The dynamic height is computed by dividing the NAVD 88
 DW0599.geopotential number by the normal gravity value computed on the
 DW0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0599.degrees latitude (g = 980.6199 gals.).
 DW0599
 DW0599.The modeled gravity was interpolated from observed gravity values.
 DW0599
 DW0599;                    North         East    Units  Estimated Accuracy
 DW0599;SPC CA 6     -   696,390.    2,090,660.      MT  (+/- 180 meters Scaled)
 DW0599
 DW0599                          SUPERSEDED SURVEY CONTROL
 DW0599
 DW0599  NGVD 29 (??/??/92)  276.062  (m)          905.71   (f) ADJ UNCH    1 1
 DW0599
 DW0599.Superseded values are not recommended for survey control.
 DW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0599.See file dsdata.txt to determine how the superseded data were derived.
 DW0599
 DW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT599561(NAD 83)
 DW0599_MARKER: DD = SURVEY DISK
 DW0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0599_STAMPING: 11 M 1931
 DW0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0599+STABILITY: SURFACE MOTION
 DW0599
 DW0599  HISTORY     - Date     Condition        Report By
 DW0599  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0599  HISTORY     - 1959     GOOD             USGS
 DW0599  HISTORY     - 1976     GOOD             NGS
 DW0599  HISTORY     - 1978     GOOD             NGS
 DW0599
 DW0599                          STATION DESCRIPTION
 DW0599
 DW0599'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0599'17 MI NNE FROM DESERT CENTER.
 DW0599'ABOUT 17 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0599'COUNTY, ON THE EAST SLOPE OF THE BASE OF COXCOMB MOUNTAINS,
 DW0599'ABOUT 800 FEET WEST OF PRELIMINARY LOCATION SURVEY STATION
 DW0599'4129+00, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 DW0599'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP
 DW0599'OF A CONCRETE POST.  NOTE-- DESERT CENTER, 18 MI NE OF, ALONG
 DW0599'ROAD TO RICE, THENCE 1.4 MI WNW TO BM.  BM IS 300 FT W OF A CROSS
 DW0599'ROAD, 180 FT SE OF A T-ROAD JCT AND 80 FT S OF A VERY DIM ROAD
 DW0599'AND SURROUNDED BY A FENCE.  NOTE-- THE FENCE SURROUNDING THE
 DW0599'BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY
 DW0599'2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0599
 DW0599                          STATION RECOVERY (1959)
 DW0599
 DW0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0599'RECOVERED IN GOOD CONDITION.
 DW0599
 DW0599                          STATION RECOVERY (1976)
 DW0599
 DW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0599'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW0599'CENTER THENCE 16.65 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE
 DW0599'1.95 MILES WEST ON A DIRT ROAD THENCE 1.4 MILES NORTH ON A POWERLINE
 DW0599'SERVICE ROAD, 157 FT. EAST OF THE CENTER OF THE ROAD, 148 FT. EAST OF
 DW0599'A TELEPHONE POLE WITH NO NUMBER.
 DW0599
 DW0599                          STATION RECOVERY (1978)
 DW0599
 DW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2161 ***********************************************************************
 EW2161  DESIGNATION -  11 N 21 C OF LA
 EW2161  PID         -  EW2161
 EW2161  STATE/COUNTY-  CA/LOS ANGELES
 EW2161  USGS QUAD   -  BURBANK (1994)
 EW2161
 EW2161                         *CURRENT SURVEY CONTROL
 EW2161  ___________________________________________________________________
 EW2161* NAD 83(1986)-  34 09 26.     (N)    118 22 12.     (W)     SCALED    
 EW2161* NAVD 88     -       182.79   (+/-2cm)     599.7    (feet)  VERTCON   
 EW2161  ___________________________________________________________________
 EW2161  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EW2161  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2161
 EW2161.The horizontal coordinates were scaled from a topographic map and have
 EW2161.an estimated accuracy of +/- 6 seconds.
 EW2161
 EW2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2161.The vertical order pertains to the NGVD 29 superseded value.
 EW2161
 EW2161.The geoid height was determined by GEOID03.
 EW2161
 EW2161;                    North         East    Units  Estimated Accuracy
 EW2161;SPC CA 5     -   572,970.    1,965,880.      MT  (+/- 180 meters Scaled)
 EW2161
 EW2161                          SUPERSEDED SURVEY CONTROL
 EW2161
 EW2161  NGVD 29 (??/??/92)  182.00   (m)          597.1    (f) COMPUTED    1 2
 EW2161
 EW2161.Superseded values are not recommended for survey control.
 EW2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2161.See file dsdata.txt to determine how the superseded data were derived.
 EW2161
 EW2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737804(NAD 83)
 EW2161_MARKER: DD = SURVEY DISK
 EW2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2161_STAMPING: 11 N 21 1941
 EW2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2161+STABILITY: SURFACE MOTION
 EW2161
 EW2161  HISTORY     - Date     Condition        Report By
 EW2161  HISTORY     - 1941     MONUMENTED       CA1980
 EW2161  HISTORY     - 1945     GOOD             NGS
 EW2161  HISTORY     - 1966     GOOD             NGS
 EW2161
 EW2161                          STATION DESCRIPTION
 EW2161
 EW2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2161'AT LOS ANGELES.
 EW2161'AT LOS ANGELES AT THE INTERSECTION OF LANKERSHIM BOULEVARD AND
 EW2161'CARMARILLO STREET, 1.0 FOOT EAST OF THE LANKERSHIM BOULEVARD
 EW2161'AND 1.0 FOOT NORTH OF THE CENTERLINE OF CARMARILLO STREET
 EW2161'(LOOKING WEST NOT EAST).  MARK IS ABOUT 1.3 FEET BELOW THE
 EW2161'STREET SURFACE AND COVERED BY A 10 INCH CAST IRON COVER MARKED
 EW2161'CITY OF L. A. MONUMENT ENGINEERING.  A CITY OF LOS ANGELES
 EW2161'STANDARD DISK, STAMPED 11 N 21 1941 AND SET IN THE TOP OF A
 EW2161'CONCRETE POST.
 EW2161
 EW2161                          STATION RECOVERY (1966)
 EW2161
 EW2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0598 ***********************************************************************
 DW0598  DESIGNATION -  11 N MWDSC
 DW0598  PID         -  DW0598
 DW0598  STATE/COUNTY-  CA/RIVERSIDE
 DW0598  USGS QUAD   -  COXCOMB MTS (1987)
 DW0598
 DW0598                         *CURRENT SURVEY CONTROL
 DW0598  ___________________________________________________________________
 DW0598* NAD 83(1986)-  33 55 02.     (N)    115 16 35.     (W)     SCALED    
 DW0598* NAVD 88     -       275.450  (meters)     903.71   (feet)  ADJUSTED  
 DW0598  ___________________________________________________________________
 DW0598  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW0598  DYNAMIC HT  -         275.146 (meters)     902.71  (feet)  COMP
 DW0598  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 DW0598  OBS GRAVITY -     979,524.2   (mgal)                       GRAV_OBS
 DW0598
 DW0598  VERT ORDER  -  FIRST     CLASS I
 DW0598
 DW0598.The horizontal coordinates were scaled from a topographic map and have
 DW0598.an estimated accuracy of +/- 6 seconds.
 DW0598
 DW0598.The orthometric height was determined by differential leveling
 DW0598.and adjusted in June 1991.
 DW0598
 DW0598.The geoid height was determined by GEOID03.
 DW0598
 DW0598.The dynamic height is computed by dividing the NAVD 88
 DW0598.geopotential number by the normal gravity value computed on the
 DW0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0598.degrees latitude (g = 980.6199 gals.).
 DW0598
 DW0598.The modeled gravity was interpolated from observed gravity values.
 DW0598.The observed gravity was obtained from relative gravimeter ties
 DW0598.to the IGSN71 gravity network.
 DW0598
 DW0598;                    North         East    Units  Estimated Accuracy
 DW0598;SPC CA 6     -   694,570.    2,090,030.      MT  (+/- 180 meters Scaled)
 DW0598
 DW0598                          SUPERSEDED SURVEY CONTROL
 DW0598
 DW0598  NGVD 29 (??/??/92)  274.778  (m)          901.50   (f) ADJ UNCH    1 1
 DW0598
 DW0598.Superseded values are not recommended for survey control.
 DW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0598.See file dsdata.txt to determine how the superseded data were derived.
 DW0598
 DW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT593543(NAD 83)
 DW0598_MARKER: DD = SURVEY DISK
 DW0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0598_STAMPING: 11 N 1931
 DW0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0598+STABILITY: SURFACE MOTION
 DW0598
 DW0598  HISTORY     - Date     Condition        Report By
 DW0598  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0598  HISTORY     - 1959     GOOD             USGS
 DW0598  HISTORY     - 1976     GOOD             NGS
 DW0598  HISTORY     - 1978     GOOD             NGS
 DW0598
 DW0598                          STATION DESCRIPTION
 DW0598
 DW0598'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0598'15.8 MI NNE FROM DESERT CENTER.
 DW0598'ABOUT 15-3/4 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0598'COUNTY, ON THE EAST SLOPE OF THE BASE OF COXCOMB MOUNTAINS,
 DW0598'ABOUT 2-1/2 MILES NORTH OF THE EAST PORTAL OF THE ALTERNATIVE
 DW0598'TUNNEL, ABOUT 800 FEET WEST OF PRELIMINARY LOCATION SURVEY
 DW0598'STATION 4192+70, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 DW0598'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 DW0598'THE TOP OF A CONCRETE POST.  NOTE-- DESERT CENTER, 16.6 MI NE OF,
 DW0598'ALONG ROAD TO RICE, TO A CROSS ROAD, THENCE 1.6 MI WNW TO A
 DW0598'CIRCLE IN THE ROAD, THENCE 0.3 MI NNW CROSS-COUNTRY TO BM.
 DW0598'BM IS 465 FT W OF A CROSS ROAD, 250 FT NE OF A Y-ROAD JCT, 55
 DW0598'FT N OF A VERY DIM ROAD AND SURROUNDED BY A FENCE.  NOTE-- THE
 DW0598'FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL
 DW0598'WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0598
 DW0598                          STATION RECOVERY (1959)
 DW0598
 DW0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0598'RECOVERED IN GOOD CONDITION.
 DW0598
 DW0598                          STATION RECOVERY (1976)
 DW0598
 DW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0598'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW0598'CENTER THENCE 16.65 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE
 DW0598'1.95 MILES WEST ON A DIRT ROAD THENCE 0.2 MILES NORTH ON A POWERLINE
 DW0598'SERVICE ROAD, 171 FT. EAST OF TELEPHONE POLE NUMBER H 2 E 13 2, 185 FT
 DW0598'EAST OF THE CENTER OF THE ROAD, SURROUNDED BY FOUR TWO BY TWOS.
 DW0598
 DW0598                          STATION RECOVERY (1978)
 DW0598
 DW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0597 ***********************************************************************
 DW0597  DESIGNATION -  11 P MWDSC
 DW0597  PID         -  DW0597
 DW0597  STATE/COUNTY-  CA/RIVERSIDE
 DW0597  USGS QUAD   -  COXCOMB MTS (1987)
 DW0597
 DW0597                         *CURRENT SURVEY CONTROL
 DW0597  ___________________________________________________________________
 DW0597* NAD 83(1986)-  33 54 03.     (N)    115 16 59.     (W)     SCALED    
 DW0597* NAVD 88     -       275.27   (+/-2cm)     903.1    (feet)  VERTCON   
 DW0597  ___________________________________________________________________
 DW0597  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DW0597  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0597
 DW0597.The horizontal coordinates were scaled from a topographic map and have
 DW0597.an estimated accuracy of +/- 6 seconds.
 DW0597
 DW0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0597.The vertical order pertains to the NGVD 29 superseded value.
 DW0597
 DW0597.The geoid height was determined by GEOID03.
 DW0597
 DW0597;                    North         East    Units  Estimated Accuracy
 DW0597;SPC CA 6     -   692,740.    2,089,430.      MT  (+/- 180 meters Scaled)
 DW0597
 DW0597                          SUPERSEDED SURVEY CONTROL
 DW0597
 DW0597  NGVD 29 (??/??/??)  274.600  (m)          900.92   (f) ADJUSTED    1 2
 DW0597
 DW0597.Superseded values are not recommended for survey control.
 DW0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0597.See file dsdata.txt to determine how the superseded data were derived.
 DW0597
 DW0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT587524(NAD 83)
 DW0597_MARKER: DD = SURVEY DISK
 DW0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0597_STAMPING: 11 P 1931
 DW0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0597+STABILITY: SURFACE MOTION
 DW0597
 DW0597  HISTORY     - Date     Condition        Report By
 DW0597  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0597  HISTORY     - 1959     GOOD             USGS
 DW0597  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0597
 DW0597                          STATION DESCRIPTION
 DW0597
 DW0597'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0597'14.5 MI NNE FROM DESERT CENTER.
 DW0597'ABOUT 14-1/2 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0597'COUNTY, 1.3 MILES NORTH OF THE EAST PORTAL OF THE ALTERNATIVE
 DW0597'COXCOMB MOUNTAINS TUNNEL, ABOUT 750 FEET WEST OF PRELIMINARY
 DW0597'LOCATION SURVEY STATION 4261+50, AND SURROUNDED BY A FENCE.  A
 DW0597'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0597'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESERT CENTER,
 DW0597'14.6 MI NE OF, ALONG ROAD TO RICE, THENCE 2.1 MI WNW, THENCE
 DW0597'1 MI N, 980 FT NW OF A DIM CROSS ROAD, 140 FT WSW OF A VERY
 DW0597'DIM ROAD AND SURROUNDED BY A FENCE.  NOTE-- THE FENCE SURROUNDING
 DW0597'THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH
 DW0597'BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0597
 DW0597                          STATION RECOVERY (1959)
 DW0597
 DW0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0597'RECOVERED IN GOOD CONDITION.
 DW0597
 DW0597                          STATION RECOVERY (1976)
 DW0597
 DW0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0597'SEARCHED FOR BUT NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0596 ***********************************************************************
 DW0596  DESIGNATION -  11 Q MWDSC
 DW0596  PID         -  DW0596
 DW0596  STATE/COUNTY-  CA/RIVERSIDE
 DW0596  USGS QUAD   -  COXCOMB MTS (1987)
 DW0596
 DW0596                         *CURRENT SURVEY CONTROL
 DW0596  ___________________________________________________________________
 DW0596* NAD 83(1986)-  33 53 08.     (N)    115 17 16.     (W)     SCALED    
 DW0596* NAVD 88     -       272.318  (meters)     893.43   (feet)  ADJUSTED  
 DW0596  ___________________________________________________________________
 DW0596  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW0596  DYNAMIC HT  -         272.019 (meters)     892.45  (feet)  COMP
 DW0596  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DW0596  OBS GRAVITY -     979,528.8   (mgal)                       GRAV_OBS
 DW0596
 DW0596  VERT ORDER  -  FIRST     CLASS I
 DW0596
 DW0596.The horizontal coordinates were scaled from a topographic map and have
 DW0596.an estimated accuracy of +/- 6 seconds.
 DW0596
 DW0596.The orthometric height was determined by differential leveling
 DW0596.and adjusted in June 1991.
 DW0596
 DW0596.The geoid height was determined by GEOID03.
 DW0596
 DW0596.The dynamic height is computed by dividing the NAVD 88
 DW0596.geopotential number by the normal gravity value computed on the
 DW0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0596.degrees latitude (g = 980.6199 gals.).
 DW0596
 DW0596.The modeled gravity was interpolated from observed gravity values.
 DW0596.The observed gravity was obtained from relative gravimeter ties
 DW0596.to the IGSN71 gravity network.
 DW0596
 DW0596;                    North         East    Units  Estimated Accuracy
 DW0596;SPC CA 6     -   691,050.    2,089,010.      MT  (+/- 180 meters Scaled)
 DW0596
 DW0596                          SUPERSEDED SURVEY CONTROL
 DW0596
 DW0596  NGVD 29 (??/??/92)  271.646  (m)          891.23   (f) ADJ UNCH    1 1
 DW0596
 DW0596.Superseded values are not recommended for survey control.
 DW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0596.See file dsdata.txt to determine how the superseded data were derived.
 DW0596
 DW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT583507(NAD 83)
 DW0596_MARKER: DD = SURVEY DISK
 DW0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0596_STAMPING: 11 Q 1931
 DW0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0596+STABILITY: SURFACE MOTION
 DW0596
 DW0596  HISTORY     - Date     Condition        Report By
 DW0596  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0596  HISTORY     - 1959     GOOD             USGS
 DW0596  HISTORY     - 1976     GOOD             NGS
 DW0596  HISTORY     - 1978     GOOD             NGS
 DW0596
 DW0596                          STATION DESCRIPTION
 DW0596
 DW0596'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0596'13.5 MI NNE FROM DESERT CENTER.
 DW0596'ABOUT 13-1/2 MILES NORTH-NORTHEAST OF DESERT CENTER, RIVERSIDE
 DW0596'COUNTY, ABOUT 1500 FEET NORTH OF THE EAST PORTAL OF THE
 DW0596'ALTERNATIVE COXCOMB MOUNTAINS TUNNEL, ABOUT 500 FEET WEST OF
 DW0596'PRELIMINARY LOCATION SURVEY STATION 4315, ON THE NORTH BANK OF
 DW0596'A LARGE WASH LEADING FROM THE MOUNTAINS, AND SURROUNDED BY A
 DW0596'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0596'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESERT
 DW0596'CENTER, 14.6 MI NE OF ALONG ROAD TO RICE, THENCE 2.1 MI WNW VIA
 DW0596'MACADAM RD., 0.6 MI ESE OF COLORADO RIVER AND AQUEDUCT TUNNEL,
 DW0596'380 FT S OF ROAD TO TUNNEL.  NOTE-- THE FENCE SURROUNDING THE
 DW0596'BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY
 DW0596'2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0596
 DW0596                          STATION RECOVERY (1959)
 DW0596
 DW0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0596'RECOVERED IN GOOD CONDITION.
 DW0596
 DW0596                          STATION RECOVERY (1976)
 DW0596
 DW0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0596'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW0596'CENTER THENCE 14.8 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE 2.1
 DW0596'MILES WEST ALONG A PAVED ROAD LEADING TO AQUEDUCT, 0.05 MILE WEST
 DW0596'OF THE CENTER OF THE ROAD, 0.05 MILE SOUTHWEST OF TELEPHONE POLE 1758
 DW0596'306 E.
 DW0596
 DW0596                          STATION RECOVERY (1978)
 DW0596
 DW0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0592 ***********************************************************************
 DW0592  DESIGNATION -  11 U MWDSC
 DW0592  PID         -  DW0592
 DW0592  STATE/COUNTY-  CA/RIVERSIDE
 DW0592  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0592
 DW0592                         *CURRENT SURVEY CONTROL
 DW0592  ___________________________________________________________________
 DW0592* NAD 83(1986)-  33 48 25.     (N)    115 18 57.     (W)     SCALED    
 DW0592* NAVD 88     -       183.719  (meters)     602.75   (feet)  ADJUSTED  
 DW0592  ___________________________________________________________________
 DW0592  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DW0592  DYNAMIC HT  -         183.519 (meters)     602.10  (feet)  COMP
 DW0592  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 DW0592  OBS GRAVITY -     979,543.8   (mgal)                       GRAV_OBS
 DW0592
 DW0592  VERT ORDER  -  FIRST     CLASS I
 DW0592
 DW0592.The horizontal coordinates were scaled from a topographic map and have
 DW0592.an estimated accuracy of +/- 6 seconds.
 DW0592
 DW0592.The orthometric height was determined by differential leveling
 DW0592.and adjusted in June 1991.
 DW0592
 DW0592.The geoid height was determined by GEOID03.
 DW0592
 DW0592.The dynamic height is computed by dividing the NAVD 88
 DW0592.geopotential number by the normal gravity value computed on the
 DW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0592.degrees latitude (g = 980.6199 gals.).
 DW0592
 DW0592.The modeled gravity was interpolated from observed gravity values.
 DW0592.The observed gravity was obtained from relative gravimeter ties
 DW0592.to the IGSN71 gravity network.
 DW0592
 DW0592;                    North         East    Units  Estimated Accuracy
 DW0592;SPC CA 6     -   682,300.    2,086,500.      MT  (+/- 180 meters Scaled)
 DW0592
 DW0592                          SUPERSEDED SURVEY CONTROL
 DW0592
 DW0592  NGVD 29 (??/??/92)  183.046  (m)          600.54   (f) ADJ UNCH    1 1
 DW0592
 DW0592.Superseded values are not recommended for survey control.
 DW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0592.See file dsdata.txt to determine how the superseded data were derived.
 DW0592
 DW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT558420(NAD 83)
 DW0592_MARKER: DB = BENCH MARK DISK
 DW0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0592_STAMPING: 11 U 1931
 DW0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0592+STABILITY: SURFACE MOTION
 DW0592
 DW0592  HISTORY     - Date     Condition        Report By
 DW0592  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0592  HISTORY     - 1957     GOOD             USGS
 DW0592  HISTORY     - 1976     GOOD             NGS
 DW0592  HISTORY     - 1978     GOOD             NGS
 DW0592
 DW0592                          STATION DESCRIPTION
 DW0592
 DW0592'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0592'9 MI NE FROM DESERT CENTER.
 DW0592'ABOUT 9 MILES NORTHEAST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0592'AT THE EXTREME SOUTH END OF COXCOMB MOUNTAINS, ABOUT 2500 FEET
 DW0592'NORTH OF THE BOULDER WELL ROAD, ON A SMALL HILL, ON THE SOUTH
 DW0592'SIDE OF A WASH, AT THE BASE OF A LONE BLACK RIDGE, AND SURROUNDED
 DW0592'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0592'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 DW0592'NOTE-- DELETE ABOUT 9 MI NE OF DESERT CANYON AND ABOUT 2500 FT
 DW0592'N OF BOULDER WELL RD AND SURROUNDED BY A FENCE.  ADD DESERT
 DW0592'CENTER 8.2 MI NE OF, ALONG ROAD TO RICE, THENCE 1.5 MI NW,
 DW0592'THENCE ABOUT 300 FT SW TO BM.
 DW0592
 DW0592                          STATION RECOVERY (1957)
 DW0592
 DW0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DW0592'RECOVERED IN GOOD CONDITION.
 DW0592
 DW0592                          STATION RECOVERY (1976)
 DW0592
 DW0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0592'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW0592'CENTER THENCE 8.1 MILES NORTHEAST ALONG STATE HIGHWAY 177 THENCE 1.1
 DW0592'MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO THE AQUEDUCT 0.1 MILE
 DW0592'SOUTHWEST OF THE CENTER OF THE ROAD ON TOP OF A ROCKY KNOLL 25 FT.
 DW0592'SOUTHWEST OF A CUTBANK.
 DW0592
 DW0592                          STATION RECOVERY (1978)
 DW0592
 DW0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0390 ***********************************************************************
 JT0390  DESIGNATION -  11 USE
 JT0390  PID         -  JT0390
 JT0390  STATE/COUNTY-  CA/CONTRA COSTA
 JT0390  USGS QUAD   -  VINE HILL (1980)
 JT0390
 JT0390                         *CURRENT SURVEY CONTROL
 JT0390  ___________________________________________________________________
 JT0390* NAD 83(1986)-  38 02 53.     (N)    122 01 15.     (W)     SCALED    
 JT0390* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 JT0390  ___________________________________________________________________
 JT0390  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JT0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0390
 JT0390.The horizontal coordinates were scaled from a topographic map and have
 JT0390.an estimated accuracy of +/- 6 seconds.
 JT0390
 JT0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0390.The vertical order pertains to the NGVD 29 superseded value.
 JT0390
 JT0390.The geoid height was determined by GEOID03.
 JT0390
 JT0390;                    North         East    Units  Estimated Accuracy
 JT0390;SPC CA 3     -   672,890.    1,866,520.      MT  (+/- 180 meters Scaled)
 JT0390
 JT0390                          SUPERSEDED SURVEY CONTROL
 JT0390
 JT0390  NGVD 29 (??/??/92)    2.46   (m)            8.1    (f) COMPUTED    1 2
 JT0390
 JT0390.Superseded values are not recommended for survey control.
 JT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0390.See file dsdata.txt to determine how the superseded data were derived.
 JT0390
 JT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH859115(NAD 83)
 JT0390_MARKER: DD = SURVEY DISK
 JT0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0390+STABILITY: SURFACE MOTION
 JT0390
 JT0390  HISTORY     - Date     Condition        Report By
 JT0390  HISTORY     - UNK      MONUMENTED       DOD
 JT0390  HISTORY     - 1964     GOOD             NGS
 JT0390  HISTORY     - 1987     GOOD             USPSQD
 JT0390
 JT0390                          STATION DESCRIPTION
 JT0390
 JT0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JT0390'AT PORT CHICAGO.
 JT0390'AT PORT CHICAGO, ALONG THE SOUTHERN PACIFIC RAILROAD, 97.7
 JT0390'FEET NORTH OF THE NORTHWEST CORNER OF THE RAILROAD STATION,
 JT0390'43.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACKS, 19.7
 JT0390'FEET SOUTH OF THE CENTER LINE OF A PAVED COUNTY ROAD, 8 1/2
 JT0390'FEET WEST OF A TELEGRAPH POLE, 30.8 FEET SOUTHWEST OF AN AUTOMATIC
 JT0390'RAILROAD SIGNAL NO. B-41.2, 1.6 FEET EAST OF A POINT IN LINE
 JT0390'WITH THE EAST WALL OF THE RAILROAD STATION, ABOUT LEVEL WITH THE
 JT0390'TRACKS AND THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JT0390'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JT0390
 JT0390                          STATION RECOVERY (1987)
 JT0390
 JT0390'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 JT0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2790 ***********************************************************************
 GU2790  DESIGNATION -  11 USFS
 GU2790  PID         -  GU2790
 GU2790  STATE/COUNTY-  CA/MONTEREY
 GU2790  USGS QUAD   -  BIG SUR (1983)
 GU2790
 GU2790                         *CURRENT SURVEY CONTROL
 GU2790  ___________________________________________________________________
 GU2790* NAD 83(1986)-  36 15 01.     (N)    121 47 07.     (W)     SCALED    
 GU2790* NAVD 88     -        66.82   (+/-2cm)     219.2    (feet)  VERTCON   
 GU2790  ___________________________________________________________________
 GU2790  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 GU2790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2790
 GU2790.The horizontal coordinates were scaled from a topographic map and have
 GU2790.an estimated accuracy of +/- 6 seconds.
 GU2790
 GU2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2790.The vertical order pertains to the NGVD 29 superseded value.
 GU2790
 GU2790.The geoid height was determined by GEOID03.
 GU2790
 GU2790;                    North         East    Units  Estimated Accuracy
 GU2790;SPC CA 4     -   605,380.    1,749,710.      MT  (+/- 180 meters Scaled)
 GU2790
 GU2790                          SUPERSEDED SURVEY CONTROL
 GU2790
 GU2790  NGVD 29 (??/??/92)   65.97   (m)          216.4    (f) COMPUTED    2 0
 GU2790
 GU2790.Superseded values are not recommended for survey control.
 GU2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2790.See file dsdata.txt to determine how the superseded data were derived.
 GU2790
 GU2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF091123(NAD 83)
 GU2790_MARKER: DD = SURVEY DISK
 GU2790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2790_SP_SET: BRIDGE
 GU2790_STAMPING: NO 11 ELEV 217.1 1934
 GU2790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2790+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 GU2790
 GU2790  HISTORY     - Date     Condition        Report By
 GU2790  HISTORY     - 1934     MONUMENTED       USFS
 GU2790  HISTORY     - 1969     GOOD             NGS
 GU2790  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GU2790  HISTORY     - 20050822 GOOD             GEOCAC
 GU2790  HISTORY     - 20080620 GOOD             GEOCAC
 GU2790
 GU2790                          STATION DESCRIPTION
 GU2790
 GU2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2790'AT BIG SUR.
 GU2790'AT PFEIFFER BIG SUR STATE PARK AT BIG SUR, ON THE ROAD TO THE
 GU2790'CAMPING AREA, AT A STEEL BRIDGE WITH WOODEN RAILINGS OVER BIG
 GU2790'SUR RIVER, SET IN THE TOP OF THE NORTH CONCRETE ABUTMENT, ABOUT
 GU2790'100 YARDS NORTHEAST OF STATE HIGHWAY 1, 150 FEET SOUTHEAST OF
 GU2790'THE ENTRANCE BOOTH TO THE PARK, 15.2 FEET EAST OF THE CENTERLINE
 GU2790'OF THE ROAD, 0.9 FOOT WEST OF THE EAST END OF THE ABUTMENT,
 GU2790'0.9 FOOT NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND ABOUT
 GU2790'3 FEET LOWER THAN THE ROAD.
 GU2790
 GU2790                          STATION RECOVERY (1977)
 GU2790
 GU2790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2790'RECOVERED AS DESCRIBED.
 GU2790
 GU2790                          STATION RECOVERY (2005)
 GU2790
 GU2790'RECOVERY NOTE BY GEOCACHING 2005 (LS)
 GU2790'RECOVERED IN GOOD CONDITION.
 GU2790
 GU2790                          STATION RECOVERY (2008)
 GU2790
 GU2790'RECOVERY NOTE BY GEOCACHING 2008 (MDT)
 GU2790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1423 ***********************************************************************
 DY1423  DESIGNATION -  11 USGS
 DY1423  PID         -  DY1423
 DY1423  STATE/COUNTY-  CA/LOS ANGELES
 DY1423  USGS QUAD   -  VENICE (1981)
 DY1423
 DY1423                         *CURRENT SURVEY CONTROL
 DY1423  ___________________________________________________________________
 DY1423* NAD 83(1986)-  33 59 29.     (N)    118 27 31.     (W)     SCALED    
 DY1423* NAVD 88     -         4.92   (+/-2cm)      16.1    (feet)  VERTCON   
 DY1423  ___________________________________________________________________
 DY1423  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY1423  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1423
 DY1423.The horizontal coordinates were scaled from a topographic map and have
 DY1423.an estimated accuracy of +/- 6 seconds.
 DY1423
 DY1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1423.The vertical order pertains to the NGVD 29 superseded value.
 DY1423
 DY1423.The geoid height was determined by GEOID03.
 DY1423
 DY1423;                    North         East    Units  Estimated Accuracy
 DY1423;SPC CA 5     -   554,610.    1,957,630.      MT  (+/- 180 meters Scaled)
 DY1423
 DY1423                          SUPERSEDED SURVEY CONTROL
 DY1423
 DY1423  NGVD 29 (??/??/92)    4.16   (m)           13.6    (f) COMPUTED    1 2
 DY1423
 DY1423.Superseded values are not recommended for survey control.
 DY1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1423.See file dsdata.txt to determine how the superseded data were derived.
 DY1423
 DY1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT652621(NAD 83)
 DY1423_MARKER: DD = SURVEY DISK
 DY1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1423_STAMPING: 11 1922
 DY1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1423+STABILITY: SURFACE MOTION
 DY1423
 DY1423  HISTORY     - Date     Condition        Report By
 DY1423  HISTORY     - 1922     MONUMENTED       USGS
 DY1423  HISTORY     - 1945     GOOD             NGS
 DY1423  HISTORY     - 1964     MARK NOT FOUND   USGS
 DY1423
 DY1423                          STATION DESCRIPTION
 DY1423
 DY1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1423'AT LOS ANGELES.
 DY1423'AT LOS ANGELES NEAR THE INTERSECTION OF VENICE BOULEVARD AND
 DY1423'SHELL AVENUE, 96.0 FEET NORTHEAST OF THE NORTHEAST CURB OF
 DY1423'SHELL AVENUE AND 496 FEET BACK OF THE VENICE BRANCH CITY HALL
 DY1423'BUILDING AND 14.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 DY1423'BUILDING.  MONUMENT IS ABOUT FLUSH WITH GROUND LEVEL.  A UNITED
 DY1423'STATES GEOLOGICAL SRUVEY STANDARD DISK, STAMPED 11 1922 AND SET
 DY1423'IN THE TOP OF A CONCRETE POST.
 DY1423
 DY1423                          STATION RECOVERY (1964)
 DY1423
 DY1423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2559 ***********************************************************************
 GU2559  DESIGNATION -  11 USGS
 GU2559  PID         -  GU2559
 GU2559  STATE/COUNTY-  CA/SAN BENITO
 GU2559  USGS QUAD   -  PAICINES (1984)
 GU2559
 GU2559                         *CURRENT SURVEY CONTROL
 GU2559  ___________________________________________________________________
 GU2559* NAD 83(1992)-  36 42 49.87196(N)    121 16 39.35115(W)     ADJUSTED  
 GU2559* NAVD 88     -       214.63   (+/-2cm)     704.2    (feet)  VERTCON   
 GU2559  ___________________________________________________________________
 GU2559  EPOCH DATE  -        1991.35
 GU2559  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 GU2559  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GU2559  HORZ ORDER  -  SECOND
 GU2559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2559
 GU2559.The horizontal coordinates were established by classical geodetic methods
 GU2559.and adjusted by the National Geodetic Survey in March 1994.
 GU2559.The horizontal coordinates are valid at the epoch date displayed above.
 GU2559.The epoch date for horizontal control is a decimal equivalence
 GU2559.of Year/Month/Day.
 GU2559
 GU2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2559.The vertical order pertains to the NGVD 29 superseded value.
 GU2559
 GU2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU2559
 GU2559.The geoid height was determined by GEOID03.
 GU2559
 GU2559;                    North         East     Units Scale Factor Converg.
 GU2559;SPC CA 4     -   655,597.393 1,796,540.963   MT  0.99994194   -1 21 31.6
 GU2559;SPC CA 4     - 2,150,905.78  5,894,151.48   sFT  0.99994194   -1 21 31.6
 GU2559;UTM  10      - 4,064,512.480   653,831.630   MT  0.99989154   +1 01 47.6
 GU2559
 GU2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU2559!SPC CA 4     -   0.99997147  x   0.99994194  =   0.99991341
 GU2559!UTM  10      -   0.99997147  x   0.99989154  =   0.99986301
 GU2559
 GU2559                          SUPERSEDED SURVEY CONTROL
 GU2559
 GU2559  NAD 83(1986)-  36 42 49.87272(N)    121 16 39.34599(W) AD(1984.00) 2
 GU2559  NAD 27      -  36 42 50.04942(N)    121 16 35.62462(W) AD(       ) 2
 GU2559  NGVD 29 (??/??/92)  213.702  (m)          701.12   (f) ADJ UNCH    2 0
 GU2559
 GU2559.Superseded values are not recommended for survey control.
 GU2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2559.See file dsdata.txt to determine how the superseded data were derived.
 GU2559
 GU2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF5383264512(NAD 83)
 GU2559_MARKER: DD = SURVEY DISK
 GU2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2559_STAMPING: 701 701 1917 11
 GU2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2559+STABILITY: SURFACE MOTION
 GU2559
 GU2559  HISTORY     - Date     Condition        Report By
 GU2559  HISTORY     - 1969     MONUMENTED       USGS
 GU2559  HISTORY     - 1969     GOOD             NGS
 GU2559
 GU2559                          STATION DESCRIPTION
 GU2559
 GU2559'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (CAA)
 GU2559'THE STATION IS LOCATED 22 MILES EAST OF SALINAS, 12 MILES SOUTH
 GU2559'SOUTHEAST OF HOLLISTER, AND 1.1 MILES SOUTH OF PAICINES.
 GU2559'
 GU2559'TO REACH THE STATION FROM THE POST OFFICE IN PAICINES, GO SOUTH
 GU2559'ON STATE HIGHWAY 25 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 GU2559'
 GU2559'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 GU2559'STAMPED 701 701 1917 11.  THE ELEVATION ABOVE SEA LEVEL IS 701.2
 GU2559'FEET.  IT IS SET IN THE TOP OF A 5 BY 6 INCH CONCRETE POST WHICH
 GU2559'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST
 GU2559'OF THE CENTER-LINE OF STATE HIGHWAY 25, 53 FEET SOUTHWEST OF THE
 GU2559'NORTHEAST EDGE OF A CONCRETE CULVERT HEADWALL, 25 FEET WEST OF
 GU2559'THE CENTER OF A PAVED ROAD AND 1.7 FEET EAST OF THE NORTH END OF
 GU2559'A METAL GATE.
 GU2559'
 GU2559'A GEODIMETER TRAVERSE WAS MADE BETWEEN BM 11 AND STATION AIRLINE
 GU2559'1962, DISTANCE BEING 269.507 METERS.
 GU2559
 GU2559                          STATION RECOVERY (1969)
 GU2559
 GU2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU2559'1.1 MI S FROM PAICINES.
 GU2559'TO REACH THE STATION FROM THE POST OFFICE IN PAICINIES GO SOUTH
 GU2559'ON STATE HIGHWAY 25 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 GU2559'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GU2559'DISK.  THE ELEVATION ABOVE SEA LEVEL IS 701.2 FEET.  IT IS SET
 GU2559'IN THE TOP OF A 5 BY 6 INCH RECTANGULAR CONCRETE POST WHICH
 GU2559'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 135 FEET WEST
 GU2559'OF THE CENTER-LINE OF STATE HIGHWAY 25, 53 FEET SOUTHWEST OF THE
 GU2559'NORTHEAST EDGE OF A CONCRETE CULVERT HEADWALL, 25 FEET WEST OF
 GU2559'THE CENTER OF A PAVED ROAD AND 1.7 FEET EAST OF THE NORTH END
 GU2559'OF A METAL GATE.  A GEODIMETER TRAVERSE WAS MADE BETWEEN BM 11
 GU2559'AND AIRLINE 1962, DISTANCE BEING 269.507 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0282 ***********************************************************************
 HS0282  DESIGNATION -  11 USGS
 HS0282  PID         -  HS0282
 HS0282  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0282  USGS QUAD   -  UNION ISLAND (1978)
 HS0282
 HS0282                         *CURRENT SURVEY CONTROL
 HS0282  ___________________________________________________________________
 HS0282* NAD 83(1986)-  37 48 12.     (N)    121 26 58.     (W)     SCALED    
 HS0282* NAVD 88     -         4.06   (+/-2cm)      13.3    (feet)  VERTCON   
 HS0282  ___________________________________________________________________
 HS0282  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HS0282  VERT ORDER  -  THIRD (See Below)
 HS0282
 HS0282.The horizontal coordinates were scaled from a topographic map and have
 HS0282.an estimated accuracy of +/- 6 seconds.
 HS0282
 HS0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0282.The vertical order pertains to the NGVD 29 superseded value.
 HS0282
 HS0282.The geoid height was determined by GEOID03.
 HS0282
 HS0282;                    North         East    Units  Estimated Accuracy
 HS0282;SPC CA 3     -   645,070.    1,916,390.      MT  (+/- 180 meters Scaled)
 HS0282
 HS0282                          SUPERSEDED SURVEY CONTROL
 HS0282
 HS0282  NGVD 29 (??/??/??)    3.35   (m)           11.0    (f) RESET       3  
 HS0282
 HS0282.Superseded values are not recommended for survey control.
 HS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0282.See file dsdata.txt to determine how the superseded data were derived.
 HS0282
 HS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG365851(NAD 83)
 HS0282_MARKER: DD = SURVEY DISK
 HS0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0282_STAMPING: 2 11 1910
 HS0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0282
 HS0282  HISTORY     - Date     Condition        Report By
 HS0282  HISTORY     - 1910     MONUMENTED       USGS
 HS0282  HISTORY     - 1961     GOOD             NGS
 HS0282  HISTORY     - 1967     GOOD             NGS
 HS0282
 HS0282                          STATION DESCRIPTION
 HS0282
 HS0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0282'AT NAGLEE BRIDGE.
 HS0282'AT NAGLEE BRIDGE OVER OLD RIVER, 234 FEET SOUTH OF THE SOUTHEAST
 HS0282'CORNER OF THE BRIDGE, 34 FEET EAST OF THE CENTER LINE OF TRACY ROAD,
 HS0282'47 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE SUPPORTING
 HS0282'A TRANSFORMER, 13 1/2 FEET SOUTH OF A 36-INCH OAK TREE, 17 FEET
 HS0282'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO A HOUSE, 1.1
 HS0282'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, A
 HS0282'CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.1 FEET
 HS0282'ABOVE THE GROUND.
 HS0282
 HS0282                          STATION RECOVERY (1967)
 HS0282
 HS0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0472 ***********************************************************************
 DY0472  DESIGNATION -  11 Y LACRD
 DY0472  PID         -  DY0472
 DY0472  STATE/COUNTY-  CA/LOS ANGELES
 DY0472  USGS QUAD   -  LONG BEACH (1981)
 DY0472
 DY0472                         *CURRENT SURVEY CONTROL
 DY0472  ___________________________________________________________________
 DY0472* NAD 83(1986)-  33 50 53.     (N)    118 13 12.     (W)     SCALED    
 DY0472* NAVD 88     -        11.82   (+/-2cm)      38.8    (feet)  VERTCON   
 DY0472  ___________________________________________________________________
 DY0472  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0472  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0472
 DY0472.The horizontal coordinates were scaled from a topographic map and have
 DY0472.an estimated accuracy of +/- 6 seconds.
 DY0472
 DY0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0472.The vertical order pertains to the NGVD 29 superseded value.
 DY0472
 DY0472.The geoid height was determined by GEOID03.
 DY0472
 DY0472;                    North         East    Units  Estimated Accuracy
 DY0472;SPC CA 5     -   538,630.    1,979,640.      MT  (+/- 180 meters Scaled)
 DY0472
 DY0472                          SUPERSEDED SURVEY CONTROL
 DY0472
 DY0472  NGVD 29 (??/??/92)   11.06   (m)           36.3    (f) COMPUTED    1 2
 DY0472
 DY0472.Superseded values are not recommended for survey control.
 DY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0472.See file dsdata.txt to determine how the superseded data were derived.
 DY0472
 DY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT871459(NAD 83)
 DY0472_MARKER: DD = SURVEY DISK
 DY0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0472_SP_SET: CULVERT
 DY0472_STAMPING: BM 11
 DY0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0472
 DY0472  HISTORY     - Date     Condition        Report By
 DY0472  HISTORY     - UNK      MONUMENTED       CA-037
 DY0472  HISTORY     - 1955     GOOD             NGS
 DY0472  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0472
 DY0472                          STATION DESCRIPTION
 DY0472
 DY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0472'0.9 MI S FROM DOMINGUEZ JUNCTION.
 DY0472'0.9 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DY0472'DOMINGUEZ TOWER AT DOMINGUEZ JUNCTION, 537 FEET NORTH OF THE
 DY0472'CENTER OF THE INTERSECTION OF SOUTH ALAMEDA STREET AND DEL AMO
 DY0472'BOULEVARD, AT 30-INCH VITRIFIED CLAY PIPE CULVERT UNDER THE
 DY0472'PACIFIC ELECTRIC RAILWAY, IN THE TOP OF THE EAST CONCRETE HEAD
 DY0472'WALL, 27.5 FEET WEST OF THE CENTER LINE OF SOUTH ALAMEDA STREET,
 DY0472'11.9 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 1.5 FEET
 DY0472'NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1 1/2 FEET
 DY0472'HIGHER THAN THE STREET.
 DY0472
 DY0472                          STATION RECOVERY (1964)
 DY0472
 DY0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3769 ***********************************************************************
 HS3769  HT_MOD      -  This is a Height Modernization Survey Station.
 HS3769  DESIGNATION -  11.19 USBR
 HS3769  PID         -  HS3769
 HS3769  STATE/COUNTY-  CA/CONTRA COSTA
 HS3769  USGS QUAD   -  BRENTWOOD (1978)
 HS3769
 HS3769                         *CURRENT SURVEY CONTROL
 HS3769  ___________________________________________________________________
 HS3769* NAD 83(2007)-  37 58 37.54041(N)    121 38 31.54317(W)     ADJUSTED  
 HS3769* NAVD 88     -         4.24   (meters)      13.9    (feet)  GPS OBS   
 HS3769  ___________________________________________________________________
 HS3769  EPOCH DATE  -        2007.00
 HS3769  X           -  -2,640,879.762 (meters)                     COMP
 HS3769  Y           -  -4,285,630.451 (meters)                     COMP
 HS3769  Z           -   3,903,422.894 (meters)                     COMP
 HS3769  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 HS3769  ELLIP HEIGHT-         -28.128 (meters)          (02/10/07) ADJUSTED
 HS3769  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HS3769
 HS3769  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HS3769  Type    PID    Designation                      North   East  Ellip
 HS3769  -------------------------------------------------------------------
 HS3769  NETWORK HS3769 11.19 USBR                        0.39   0.33   1.04
 HS3769  -------------------------------------------------------------------
 HS3769
 HS3769.The horizontal coordinates were established by GPS observations
 HS3769.and adjusted by the National Geodetic Survey in February 2007.
 HS3769
 HS3769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HS3769.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HS3769.The horizontal coordinates are valid at the epoch date displayed above.
 HS3769.The epoch date for horizontal control is a decimal equivalence
 HS3769.of Year/Month/Day.
 HS3769
 HS3769.The orthometric height was determined by GPS observations and a
 HS3769.high-resolution geoid model.
 HS3769.The orthometric height was determined by GPS observations and a
 HS3769.high-resolution geoid model using precise GPS observation and
 HS3769.processing techniques.
 HS3769
 HS3769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HS3769
 HS3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS3769
 HS3769.The ellipsoidal height was determined by GPS observations
 HS3769.and is referenced to NAD 83.
 HS3769
 HS3769.The geoid height was determined by GEOID03.
 HS3769
 HS3769;                    North         East     Units Scale Factor Converg.
 HS3769;SPC CA 3     -   664,542.749 1,899,664.583   MT  0.99993693   -0 41 57.2
 HS3769;SPC CA 3     - 2,180,254.00  6,232,482.89   sFT  0.99993693   -0 41 57.2
 HS3769;UTM  10      - 4,204,143.335   619,260.213   MT  0.99977517   +0 50 08.4
 HS3769
 HS3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS3769!SPC CA 3     -   1.00000441  x   0.99993693  =   0.99994134
 HS3769!UTM  10      -   1.00000441  x   0.99977517  =   0.99977958
 HS3769
 HS3769                          SUPERSEDED SURVEY CONTROL
 HS3769
 HS3769  NAD 83(1998)-  37 58 37.54130(N)    121 38 31.54008(W) AD(2002.86) 1
 HS3769  ELLIP H (10/28/05)  -28.117  (m)                       GP(       ) 4 1
 HS3769  NAD 83(1992)-  37 58 37.53958(N)    121 38 31.53731(W) AD(1997.30) 1
 HS3769  ELLIP H (07/10/98)  -28.129  (m)                       GP(1997.30) 4 1
 HS3769  NAD 83(1992)-  37 58 37.53916(N)    121 38 31.53764(W) AD(1997.30) 1
 HS3769  ELLIP H (05/14/98)  -28.040  (m)                       GP(1997.30) 3 1
 HS3769  NGVD 29 (??/??/92)    3.421  (m)           11.22   (f) ADJ UNCH    2 0
 HS3769
 HS3769.Superseded values are not recommended for survey control.
 HS3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3769.See file dsdata.txt to determine how the superseded data were derived.
 HS3769
 HS3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1926004143(NAD 83)
 HS3769_MARKER: DD = SURVEY DISK
 HS3769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3769_SP_SET: CANAL HEADWALL
 HS3769_STAMPING: 11.19
 HS3769_MARK LOGO: BOR   
 HS3769_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS3769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS3769+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 HS3769
 HS3769  HISTORY     - Date     Condition        Report By
 HS3769  HISTORY     - UNK      MONUMENTED       BOR
 HS3769  HISTORY     - 1963     GOOD             NGS
 HS3769  HISTORY     - 1966     GOOD             NGS
 HS3769  HISTORY     - 19971028 GOOD             BOR
 HS3769  HISTORY     - 20020905 GOOD             CADWR
 HS3769
 HS3769                          STATION DESCRIPTION
 HS3769
 HS3769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS3769'2 MI E FROM KNIGHTSEN.
 HS3769'0.3 MILE NORTHWEST ALONG THE ATCHINSON, TOPEKA AND SANTA FE
 HS3769'RAILROAD FROM THE STATION AT KNIGHTSEN, THENCE 0.2 MILE NORTH ALONG
 HS3769'KNIGHTSEN AVENUE, THENCE 1.5 MILES EAST ALONG TULE LANE, THENCE
 HS3769'ABOUT 140 YARDS NORTHWEST ALONG THE CONTRA COSTA CANAL, AT THE
 HS3769'CONTRA COSTA CANAL FISH SCREEN, IN THE TOP OF THE SOUTHEAST END
 HS3769'OF THE NORTHEAST CONCRETE ABUTMENT FOR THE HEADGATE STRUCTURE,
 HS3769'68-1/2 FEET SOUTHWEST OF THE DIRT ROAD ON THE NORTHEAST LEVEE,
 HS3769'3.6 FEET SOUTHEAST OF THE SOUTHEAST END OF A GATE ACROSS THE
 HS3769'NORTHEAST END OF THE SOUTHEAST WALKWAY, 1.1 FEET NORTH OF AN
 HS3769'IRON GUARD RAIL POST, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 HS3769
 HS3769                          STATION RECOVERY (1966)
 HS3769
 HS3769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3769'RECOVERED IN GOOD CONDITION.
 HS3769
 HS3769                          STATION RECOVERY (1997)
 HS3769
 HS3769'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS)
 HS3769'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 HS3769'STATION IS ABOUT 4.2 MI (6.8 KM) NORTHEAST OF BRENTWOOD, ABOUT 4.15 MI
 HS3769'(6.68 KM) EAST-SOUTHEAST OF OAKLEY, AND ABOUT 2.7 MI (4.3 KM) SOUTH OF
 HS3769'BETHEL ISLAND, AT THE START OF THE CONTRA COSTA CANAL OFF OF ROCK
 HS3769'SLOUGH.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 4
 HS3769'AND CYPRESS ROAD IN THE CITY OF OAKLEY, EAST OF ANTIOCH, GO EAST ON
 HS3769'CYPRESS ROAD FOR 2.12 MI (3.41 KM) PAST THE INTERSECTION OF JERSEY
 HS3769'ISLAND ROAD ON THE LEFT TO THE CONTRA COSTA CANAL.  TURN RIGHT AND GO
 HS3769'SOUTHEAST, THROUGH TWO LOCKED GATES, ALONG THE NORTHEAST SIDE OF THE
 HS3769'CANAL FOR ABOUT 1.33 MI (2.14 KM) TO THE CONTRA COSTA CANAL TRASH
 HS3769'RACK/INTAKE STRUCTURE AND THE STATION ON THE RIGHT.  THE STATION IS A
 HS3769'BUREAU OF RECLAMATION SURVEY DISK CEMENTED FLUSH ON THE CONCRETE
 HS3769'CURBING ON THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE
 HS3769'STRUCTURE, ABOUT 68.5 FT (20.9 M) SOUTHWEST OF THE DIRT ROAD ON THE
 HS3769'NORTHEAST LEVEE, 55.2 FT (16.8 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 HS3769'THE STRUCTURE, IN THE CORNER OF THE CURB, 1.64 FT (0.50 M) NORTHWEST
 HS3769'OF THE UPSTREAM FACE OF THE CURB, 1.45 FT (0.44 M) NORTHEAST OF THE
 HS3769'SOUTHWEST FACE, ABOUT 1.35 FT (0.41 M) ABOVE THE GROUND, 1.0 FT (0.3
 HS3769'M) NORTH OF THE CORNER POST OF THE RAILING, AND ABOUT A FOOT FROM A
 HS3769'CARSONITE WITNESS POST.  THE STATION WAS OCCUPIED AS PART OF THE SAN
 HS3769'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT.
 HS3769
 HS3769                          STATION RECOVERY (2002)
 HS3769
 HS3769'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB)
 HS3769'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES.  FROM THE
 HS3769'T-INTERSECTION  OF CYPRESS RD AND JERSEY ISLAND ROAD, TURN RIGHT ON
 HS3769'THE EASTERN OF TWO ACCESS ROADS  PARALLELING THE CONTRA COSTA CANAL.
 HS3769'IT IS NEAR THE DRIVEWAY WITH MAILBOX FOR 2015  CYPRESS RD. THE STATION
 HS3769'WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT
 HS3769'MODERNIZATION SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1850 ***********************************************************************
 EV1850  DESIGNATION -  11.21
 EV1850  PID         -  EV1850
 EV1850  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1850  USGS QUAD   -  CAJON (1996)
 EV1850
 EV1850                         *CURRENT SURVEY CONTROL
 EV1850  ___________________________________________________________________
 EV1850* NAD 83(1986)-  34 16 03.     (N)    117 27 32.     (W)     SCALED    
 EV1850* NAVD 88     -       808.941  (meters)    2654.00   (feet)  READJUSTED
 EV1850  ___________________________________________________________________
 EV1850  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV1850  DYNAMIC HT  -         807.960 (meters)    2650.78  (feet)  COMP
 EV1850  MODELED GRAV-     979,400.3   (mgal)                       NAVD 88
 EV1850
 EV1850  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1850
 EV1850.The horizontal coordinates were scaled from a topographic map and have
 EV1850.an estimated accuracy of +/- 6 seconds.
 EV1850
 EV1850.The orthometric height was determined by differential leveling
 EV1850.and adjusted in February 1993.
 EV1850.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1850.distribution rate of 0.0 thru 1.0 mm/km.
 EV1850.The height was derived from older observations constrained to new
 EV1850.heights in a crustal motion area.  The height is approximate in
 EV1850.relation to other heights in its vicinity.
 EV1850
 EV1850.The geoid height was determined by GEOID03.
 EV1850
 EV1850.The dynamic height is computed by dividing the NAVD 88
 EV1850.geopotential number by the normal gravity value computed on the
 EV1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1850.degrees latitude (g = 980.6199 gals.).
 EV1850
 EV1850.The modeled gravity was interpolated from observed gravity values.
 EV1850
 EV1850;                    North         East    Units  Estimated Accuracy
 EV1850;SPC CA 5     -   585,270.    2,049,830.      MT  (+/- 180 meters Scaled)
 EV1850
 EV1850                          SUPERSEDED SURVEY CONTROL
 EV1850
 EV1850  NGVD 29 (??/??/92)  808.132  (m)         2651.35   (f) ADJ UNCH    1 1
 EV1850
 EV1850.Superseded values are not recommended for survey control.
 EV1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1850.See file dsdata.txt to determine how the superseded data were derived.
 EV1850
 EV1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT577919(NAD 83)
 EV1850_MARKER: DD = SURVEY DISK
 EV1850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1850_SP_SET: RETAINING WALL
 EV1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1850
 EV1850  HISTORY     - Date     Condition        Report By
 EV1850  HISTORY     - UNK      MONUMENTED       USGS
 EV1850  HISTORY     - 1956     GOOD             NGS
 EV1850  HISTORY     - 1961     GOOD             NGS
 EV1850  HISTORY     - 1978     GOOD             NGS
 EV1850
 EV1850                          STATION DESCRIPTION
 EV1850
 EV1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1850'1.7 MI NE FROM KEENBROOK.
 EV1850'1.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1850'RAILWAY FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE
 EV1850'0.1 MILE EAST ACROSS COUNTRY, AT THE U.S. GEOLOGICAL SURVEY
 EV1850'CAJON GAGING STATION, ON THE WEST BANK OF CAJON CREEK, IN THE
 EV1850'TOP OF A ROCK AND CONCRETE RETAINING WALL, 6.8 FEET NORTHEAST
 EV1850'OF THE NORTHEAST CORNER OF THE GAGING STATION BUILDING, ABOUT
 EV1850'10 FEET HIGHER THAN THE BED OF THE STREAM, AND LEVEL WITH THE
 EV1850'BUILDING FLOOR.
 EV1850
 EV1850                          STATION RECOVERY (1961)
 EV1850
 EV1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV1850'RECOVERED IN GOOD CONDITION.
 EV1850
 EV1850                          STATION RECOVERY (1978)
 EV1850
 EV1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3746 ***********************************************************************
 HS3746  HT_MOD      -  This is a Height Modernization Survey Station.
 HS3746  DESIGNATION -  11.26 EBMUD
 HS3746  PID         -  HS3746
 HS3746  STATE/COUNTY-  CA/CONTRA COSTA
 HS3746  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3746
 HS3746                         *CURRENT SURVEY CONTROL
 HS3746  ___________________________________________________________________
 HS3746* NAD 83(2007)-  37 56 21.83936(N)    121 36 53.90928(W)     ADJUSTED  
 HS3746* NAVD 88     -         4.24   (meters)      13.9    (feet)  GPS OBS   
 HS3746  ___________________________________________________________________
 HS3746  EPOCH DATE  -        2007.00
 HS3746  X           -  -2,640,199.951 (meters)                     COMP
 HS3746  Y           -  -4,289,071.586 (meters)                     COMP
 HS3746  Z           -   3,900,124.052 (meters)                     COMP
 HS3746  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 HS3746  ELLIP HEIGHT-         -28.096 (meters)          (02/10/07) ADJUSTED
 HS3746  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS3746
 HS3746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HS3746  Type    PID    Designation                      North   East  Ellip
 HS3746  -------------------------------------------------------------------
 HS3746  NETWORK HS3746 11.26 EBMUD                       0.33   0.29   0.94
 HS3746  -------------------------------------------------------------------
 HS3746
 HS3746.The horizontal coordinates were established by GPS observations
 HS3746.and adjusted by the National Geodetic Survey in February 2007.
 HS3746
 HS3746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HS3746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HS3746.The horizontal coordinates are valid at the epoch date displayed above.
 HS3746.The epoch date for horizontal control is a decimal equivalence
 HS3746.of Year/Month/Day.
 HS3746
 HS3746.The orthometric height was determined by GPS observations and a
 HS3746.high-resolution geoid model.
 HS3746.The orthometric height was determined by GPS observations and a
 HS3746.high-resolution geoid model using precise GPS observation and
 HS3746.processing techniques.
 HS3746
 HS3746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HS3746
 HS3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS3746
 HS3746.The ellipsoidal height was determined by GPS observations
 HS3746.and is referenced to NAD 83.
 HS3746
 HS3746.The geoid height was determined by GEOID03.
 HS3746
 HS3746;                    North         East     Units Scale Factor Converg.
 HS3746;SPC CA 3     -   660,330.630 1,901,997.219   MT  0.99993456   -0 40 57.4
 HS3746;SPC CA 3     - 2,166,434.74  6,240,135.88   sFT  0.99993456   -0 40 57.4
 HS3746;UTM  10      - 4,199,995.848   621,704.431   MT  0.99978243   +0 51 06.0
 HS3746
 HS3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS3746!SPC CA 3     -   1.00000441  x   0.99993456  =   0.99993897
 HS3746!UTM  10      -   1.00000441  x   0.99978243  =   0.99978684
 HS3746
 HS3746                          SUPERSEDED SURVEY CONTROL
 HS3746
 HS3746  NAD 83(1998)-  37 56 21.84004(N)    121 36 53.90628(W) AD(2002.86) 1
 HS3746  ELLIP H (10/28/05)  -28.084  (m)                       GP(       ) 4 1
 HS3746  NAD 83(1998)-  37 56 21.83948(N)    121 36 53.90457(W) AD(2000.86) B
 HS3746  ELLIP H (11/27/02)  -28.074  (m)                       GP(2000.86) 4 1
 HS3746  NAD 83(1992)-  37 56 21.83814(N)    121 36 53.90361(W) AD(1997.30) 1
 HS3746  ELLIP H (07/10/98)  -28.107  (m)                       GP(1997.30) 4 1
 HS3746  NAD 83(1992)-  37 56 21.83774(N)    121 36 53.90393(W) AD(1997.30) 1
 HS3746  ELLIP H (05/14/98)  -28.018  (m)                       GP(1997.30) 3 1
 HS3746  NGVD 29 (??/??/92)    3.420  (m)           11.22   (f) ADJ UNCH    2 0
 HS3746
 HS3746.Superseded values are not recommended for survey control.
 HS3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3746.See file dsdata.txt to determine how the superseded data were derived.
 HS3746
 HS3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG2170499996(NAD 83)
 HS3746_MARKER: DD = SURVEY DISK
 HS3746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3746_SP_SET: AQUEDUCT SUPPORT
 HS3746_STAMPING: STA P 2689 00.63 F ELEV 11.26
 HS3746_MARK LOGO: EBMUD 
 HS3746_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS3746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3746+STABILITY: SURFACE MOTION
 HS3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS3746+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 HS3746
 HS3746  HISTORY     - Date     Condition        Report By
 HS3746  HISTORY     - 1930     MONUMENTED       EBMUD
 HS3746  HISTORY     - 1951     GOOD             NGS
 HS3746  HISTORY     - 1966     GOOD             NGS
 HS3746  HISTORY     - 19970814 GOOD             BOR
 HS3746  HISTORY     - 20010114 GOOD             FRAME
 HS3746  HISTORY     - 20020905 GOOD             CADWR
 HS3746  HISTORY     - 20040817 GOOD             BESTOR
 HS3746
 HS3746                          STATION DESCRIPTION
 HS3746
 HS3746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3746'2.9 MI W FROM ORWOOD.
 HS3746'2.9 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 HS3746'FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER AT ORWOOD,
 HS3746'3.5 MILES SOUTHEAST OF KNIGHTSEN, ABOUT 85 YARDS SOUTH OF THE
 HS3746'TRACK, AT THE POINT WHERE THE NORTH PIPE OF EAST BAY MUNICIPAL
 HS3746'UTILITY DISTRICT 60-INCH TWIN PIPES GOES UNDERGROUND, IN THE
 HS3746'TOP OF THE CENTER OF THE CONCRETE COLLAR, 49 1/2 FEET NORTH OF
 HS3746'THE CENTER OF A T JUNCTION OF ORWOOD ROAD AND A TRACK ROAD LEADING
 HS3746'SOUTH, 61.2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 3
 HS3746'FEET HIGHER THAN THE ROAD, AND SET ABOUT 3 FEET LOWER THAN
 HS3746'THE TRACK.
 HS3746
 HS3746                          STATION RECOVERY (1966)
 HS3746
 HS3746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3746'RECOVERED IN GOOD CONDITION.
 HS3746
 HS3746                          STATION RECOVERY (1997)
 HS3746
 HS3746'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS)
 HS3746'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 HS3746'STATION IS ALONG THE MOKELUMNE AQUEDUCT PIPELINE OF THE EAST BAY
 HS3746'MUNICIPAL UTILITY DISTRICT, ABOUT 4.2 MI (6.8 KM) EAST OF BRENTWOOD
 HS3746'AND ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF KNIGHTSEN.  TO REACH THE
 HS3746'STATION FROM BRENTWOOD, GO EAST ON CHESTNUT STREET FOR ABOUT 2.8 MI
 HS3746'(4.5 KM) TO THE T-INTERSECTION OF THE BYRON HIGHWAY.  TURN LEFT AND GO
 HS3746'NORTH FOR ABOUT 0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT, ORWOOD ROAD.
 HS3746'TURN RIGHT AND GO EAST ON ORWOOD ROAD FOR 1.0 MI (1.6 KM) TO BIXLER
 HS3746'ROAD ON THE LEFT, A SOUTH JOG IN THE ROAD, AND BIXLER ROAD ON THE
 HS3746'RIGHT.  CONTINUE EAST ON ORWOOD ROAD FOR 0.46 MI (0.74 KM) TO THE
 HS3746'STATION ON THE LEFT, WHERE TWO 54-INCH MOKELUMNE AQUEDUCT PIPES GO
 HS3746'UNDERGROUND ACROSS FROM A RESIDENCE AT 4401 ORWOOD ROAD.  THE STATION
 HS3746'IS ABOUT 315 FT (96.0 M) WEST OF A LARGE PIPELINE GATEHOUSE, 255 FT
 HS3746'(77.7 M) SOUTH OF THE RAILROAD TRACKS, IN THE CENTER OF THE TOP OF THE
 HS3746'CONCRETE HEADWALL 1-FT THICK AND 21-FT LONG AROUND THE SOUTHERLY OF
 HS3746'TWO AQUEDUCT PIPES, 49 FT (14.9 M) NORTH OF THE CENTERLINE OF ORWOOD
 HS3746'ROAD, 17.8 FT (5.4 M) EAST-SOUTHEAST OF THE END OF A 4.7 FT (1.4 M)
 HS3746'HIGH WALL EXTENDING SOUTH 4.0 FT (1.2 M) FROM THE SOUTHEAST CORNER OF
 HS3746'A 9 BY 13-FT CONCRETE UNDERGROUND PIPELINE ACCESS STRUCTURE OVER THE
 HS3746'NORTH PIPE, 2 FT (0.6 M) HIGHER THAN THE LEVEL OF ORWOOD ROAD, AND 1.5
 HS3746'FT (0.5 M) HIGHER THAN THE TOP OF THE PIPELINE.  THE STATION WAS
 HS3746'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA
 HS3746'GPS/VERTICAL PROJECT.
 HS3746
 HS3746                          STATION RECOVERY (2001)
 HS3746
 HS3746'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2001 (JHF)
 HS3746'RECOVERED AS DESCRIBED.
 HS3746
 HS3746                          STATION RECOVERY (2002)
 HS3746
 HS3746'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB)
 HS3746'RECOVERED AS DESCRIBED WITH THIS NOTE.  THE STATION PROJECTS 1 FT
 HS3746'ABOVE THE HIGHEST  PART OF THE BACKFILLED DIRT AND WILL REQUIRE
 HS3746'CAREFUL SETUP WITH A FIXED HEIGHT POLE. THE STATION WAS OBSERVED AS
 HS3746'PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT  MODERNIZATION
 HS3746'SURVEY.
 HS3746
 HS3746                          STATION RECOVERY (2004)
 HS3746
 HS3746'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (DT)
 HS3746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9152 ***********************************************************************
 EW9152  DESIGNATION -  11.4 A CADWR
 EW9152  PID         -  EW9152
 EW9152  STATE/COUNTY-  CA/LOS ANGELES
 EW9152  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9152
 EW9152                         *CURRENT SURVEY CONTROL
 EW9152  ___________________________________________________________________
 EW9152* NAD 83(1986)-  34 42 52.     (N)    118 47 57.     (W)     SCALED    
 EW9152* NAVD 88     -       882.187  (meters)    2894.31   (feet)  READJUSTED
 EW9152  ___________________________________________________________________
 EW9152  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW9152  DYNAMIC HT  -         881.150 (meters)    2890.91  (feet)  COMP
 EW9152  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 EW9152
 EW9152  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9152
 EW9152.The horizontal coordinates were scaled from a topographic map and have
 EW9152.an estimated accuracy of +/- 6 seconds.
 EW9152
 EW9152.The orthometric height was determined by differential leveling
 EW9152.and adjusted in February 1993.
 EW9152.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9152.distribution rate of 0.0 thru 1.0 mm/km.
 EW9152.The height was derived from older observations constrained to new
 EW9152.heights in a crustal motion area.  The height is approximate in
 EW9152.relation to other heights in its vicinity.
 EW9152
 EW9152.The geoid height was determined by GEOID03.
 EW9152
 EW9152.The dynamic height is computed by dividing the NAVD 88
 EW9152.geopotential number by the normal gravity value computed on the
 EW9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9152.degrees latitude (g = 980.6199 gals.).
 EW9152
 EW9152.The modeled gravity was interpolated from observed gravity values.
 EW9152
 EW9152;                    North         East    Units  Estimated Accuracy
 EW9152;SPC CA 5     -   635,000.    1,926,800.      MT  (+/- 180 meters Scaled)
 EW9152
 EW9152                          SUPERSEDED SURVEY CONTROL
 EW9152
 EW9152  NGVD 29 (??/??/92)  881.299  (m)         2891.40   (f) ADJ UNCH    1 1
 EW9152
 EW9152.Superseded values are not recommended for survey control.
 EW9152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9152.See file dsdata.txt to determine how the superseded data were derived.
 EW9152
 EW9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU352428(NAD 83)
 EW9152_MARKER: DD = SURVEY DISK
 EW9152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9152_SP_SET: SIPHON
 EW9152_STAMPING: MILE 11-4A
 EW9152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9152
 EW9152  HISTORY     - Date     Condition        Report By
 EW9152  HISTORY     - UNK      MONUMENTED
 EW9152  HISTORY     - 1974     GOOD             CA-037
 EW9152  HISTORY     - 1978     GOOD             NGS
 EW9152
 EW9152                          STATION DESCRIPTION
 EW9152
 EW9152'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9152'IN GORMAN.
 EW9152'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  0.6 MILE NORTH OF THE
 EW9152'INTERSECTION ALONG OLD HIGHWAY 99, TO THE INTERSECTION OF ORIN WAY.
 EW9152'170 FEET WEST ON ORIN WAY TO A LOCKED GATE.  51 FEET NORTH OF THE 8
 EW9152'FEET CHAIN LINK RIGHT OF WAY FENCE, AND 45.0 FEET EAST OF THE WEST 8
 EW9152'FEET CHAIN LINK RIGHT OF WAY FENCE OF THE CHANNEL.  SET IN THE
 EW9152'CONCRETE HEADWALL OF THE GORMAN CREEK SIPHON, ON THE CENTERLINE OF THE
 EW9152'GORMAN CREEK IMPROVEMENT CHANNEL.  LEVEL WITH THE SHOULDER OF THE
 EW9152'ROAD.
 EW9152
 EW9152                          STATION RECOVERY (1978)
 EW9152
 EW9152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9152'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 2.3 MILES SOUTH ALONG THE
 EW9152'WEST BRANCH AQUEDUCT, AT THE L INTERSECTION OF HUNGRY VALLEY ROAD AND
 EW9152'ORWIN WAY, SET IN TOP THE CENTER OF THE NORTHEAST HEADWALL OF SIPHON
 EW9152'UNDER ORWIN WAY, 69 FT. NORTHEAST OF CHAIN LINK GATE NUMBER 12,
 EW9152'100 FT. NORTH THE CENTER LINE ORWIN WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9156 ***********************************************************************
 EW9156  DESIGNATION -  11.5 A CADWR
 EW9156  PID         -  EW9156
 EW9156  STATE/COUNTY-  CA/LOS ANGELES
 EW9156  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9156
 EW9156                         *CURRENT SURVEY CONTROL
 EW9156  ___________________________________________________________________
 EW9156* NAD 83(1986)-  34 42 54.     (N)    118 47 57.     (W)     SCALED    
 EW9156* NAVD 88     -       876.48   (+/-2cm)    2875.6    (feet)  VERTCON   
 EW9156  ___________________________________________________________________
 EW9156  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW9156  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9156
 EW9156.The horizontal coordinates were scaled from a topographic map and have
 EW9156.an estimated accuracy of +/- 6 seconds.
 EW9156
 EW9156.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9156.The vertical order pertains to the NGVD 29 superseded value.
 EW9156
 EW9156.The geoid height was determined by GEOID03.
 EW9156
 EW9156;                    North         East    Units  Estimated Accuracy
 EW9156;SPC CA 5     -   635,070.    1,926,800.      MT  (+/- 180 meters Scaled)
 EW9156
 EW9156                          SUPERSEDED SURVEY CONTROL
 EW9156
 EW9156  NGVD 29 (??/??/92)  875.60   (m)         2872.7    (f) COMPUTED    1 1
 EW9156
 EW9156.Superseded values are not recommended for survey control.
 EW9156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9156.See file dsdata.txt to determine how the superseded data were derived.
 EW9156
 EW9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU352429(NAD 83)
 EW9156_MARKER: DD = SURVEY DISK
 EW9156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9156_SP_SET: HEADWALL
 EW9156_STAMPING: MILE 11.5 A 1972
 EW9156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9156
 EW9156  HISTORY     - Date     Condition        Report By
 EW9156  HISTORY     - 1972     MONUMENTED
 EW9156  HISTORY     - 1974     GOOD             CA-037
 EW9156
 EW9156                          STATION DESCRIPTION
 EW9156
 EW9156'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9156'IN GORMAN.
 EW9156'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  APPROXIMATELY 0.6 MILE
 EW9156'NORTH OF THE INTERSECTION ALONG OLD HIGHWAY 99 TO THE INTERSECTION OF
 EW9156'ORIN WAY.  250 FEET WEST ON ORIN WAY TO GATE NO. 13.  SOUTH THROUGH
 EW9156'THE GATE 150 FEET TO DEPARTMENT OF WATER RESOURCES LOCKED GATE NO. 14.
 EW9156'SOUTH THROUGH THE GATE 10 FEET TO THE HEADWALL OF THE GORMAN CREEK
 EW9156'SIPHON.  SET IN THE HEADWALL ON THE CENTERLINE OF THE GORMAN CREEK
 EW9156'IMPROVEMENT CHANNEL.  15 FEET BELOW THE SHOULDER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9158 ***********************************************************************
 EW9158  DESIGNATION -  11.80 A CADWR
 EW9158  PID         -  EW9158
 EW9158  STATE/COUNTY-  CA/LOS ANGELES
 EW9158  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9158
 EW9158                         *CURRENT SURVEY CONTROL
 EW9158  ___________________________________________________________________
 EW9158* NAD 83(1986)-  34 42 30.     (N)    118 47 57.     (W)     SCALED    
 EW9158* NAVD 88     -       864.58   (+/-2cm)    2836.5    (feet)  VERTCON   
 EW9158  ___________________________________________________________________
 EW9158  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW9158  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9158
 EW9158.The horizontal coordinates were scaled from a topographic map and have
 EW9158.an estimated accuracy of +/- 6 seconds.
 EW9158
 EW9158.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9158.The vertical order pertains to the NGVD 29 superseded value.
 EW9158
 EW9158.The geoid height was determined by GEOID03.
 EW9158
 EW9158;                    North         East    Units  Estimated Accuracy
 EW9158;SPC CA 5     -   634,330.    1,926,790.      MT  (+/- 180 meters Scaled)
 EW9158
 EW9158                          SUPERSEDED SURVEY CONTROL
 EW9158
 EW9158  NGVD 29 (??/??/92)  863.70   (m)         2833.7    (f) COMPUTED    1 1
 EW9158
 EW9158.Superseded values are not recommended for survey control.
 EW9158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9158.See file dsdata.txt to determine how the superseded data were derived.
 EW9158
 EW9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU352421(NAD 83)
 EW9158_MARKER: DD = SURVEY DISK
 EW9158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9158_SP_SET: HEADWALL
 EW9158_STAMPING: MILE 11.80 A 1972
 EW9158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9158
 EW9158  HISTORY     - Date     Condition        Report By
 EW9158  HISTORY     - 1972     MONUMENTED
 EW9158  HISTORY     - 1974     GOOD             CA-037
 EW9158
 EW9158                          STATION DESCRIPTION
 EW9158
 EW9158'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9158'IN GORMAN.
 EW9158'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  0.6 MILE NORTH OF THE
 EW9158'INTERSECTION ALONG OLD HIGHWAY 99 TO THE INTERSECTION OF ORIN WAY. 250
 EW9158'FEET WEST ON ORIN WAY TO DEPARTMENT OF WATER RESOURCES GATE NO. 13,
 EW9158'SOUTH THROUGH THE GATE 0.35 MILE ON THE PAVED ROAD TO THE OUTLET END
 EW9158'OF SIPHON NO. 1 AT DEPARTMENT OF WATER RESOURCES LOCKED GATE NO. 16.
 EW9158'SET ON THE CENTERLINE OF THE GORMAN CREEK IMPROVEMENT CHANNEL. IN THE
 EW9158'TOP OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1260 ***********************************************************************
 DY1260  DESIGNATION -  11.816
 DY1260  PID         -  DY1260
 DY1260  STATE/COUNTY-  CA/LOS ANGELES
 DY1260  USGS QUAD   -  VENICE (1981)
 DY1260
 DY1260                         *CURRENT SURVEY CONTROL
 DY1260  ___________________________________________________________________
 DY1260* NAD 83(1986)-  33 58 45.     (N)    118 28 00.     (W)     SCALED    
 DY1260* NAVD 88     -         4.137  (meters)      13.57   (feet)  ADJUSTED  
 DY1260  ___________________________________________________________________
 DY1260  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1260  DYNAMIC HT  -           4.133 (meters)      13.56  (feet)  COMP
 DY1260  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 DY1260  OBS GRAVITY -     979,589.6   (mgal)                       GRAV_OBS
 DY1260
 DY1260  VERT ORDER  -  FIRST     CLASS I
 DY1260
 DY1260.The horizontal coordinates were scaled from a topographic map and have
 DY1260.an estimated accuracy of +/- 6 seconds.
 DY1260
 DY1260.The orthometric height was determined by differential leveling
 DY1260.and adjusted in June 1995.
 DY1260
 DY1260.The geoid height was determined by GEOID03.
 DY1260
 DY1260.The dynamic height is computed by dividing the NAVD 88
 DY1260.geopotential number by the normal gravity value computed on the
 DY1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1260.degrees latitude (g = 980.6199 gals.).
 DY1260
 DY1260.The modeled gravity was interpolated from observed gravity values.
 DY1260.The observed gravity was obtained from relative gravimeter ties
 DY1260.to the IGSN71 gravity network.
 DY1260
 DY1260;                    North         East    Units  Estimated Accuracy
 DY1260;SPC CA 5     -   553,250.    1,956,880.      MT  (+/- 180 meters Scaled)
 DY1260
 DY1260                          SUPERSEDED SURVEY CONTROL
 DY1260
 DY1260  NAVD 88 (06/15/91)    4.138  (m)           13.58   (f) UNKNOWN     1 1
 DY1260  NGVD 29 (??/??/92)    3.375  (m)           11.07   (f) ADJ UNCH    1 1
 DY1260
 DY1260.Superseded values are not recommended for survey control.
 DY1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1260.See file dsdata.txt to determine how the superseded data were derived.
 DY1260
 DY1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645608(NAD 83)
 DY1260_MARKER: S = SPIKE
 DY1260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1260_SP_SET: CATCH BASIN
 DY1260_MARK LOGO: CA1980
 DY1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1260+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY1260
 DY1260  HISTORY     - Date     Condition        Report By
 DY1260  HISTORY     - UNK      MONUMENTED       CA1980
 DY1260  HISTORY     - 1960     GOOD             NGS
 DY1260  HISTORY     - 1971     GOOD             NGS
 DY1260  HISTORY     - 1978     GOOD             NGS
 DY1260  HISTORY     - 19890518 GOOD             NGS
 DY1260  HISTORY     - 19940707 GOOD             NGS
 DY1260
 DY1260                          STATION DESCRIPTION
 DY1260
 DY1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1260'AT VENICE.
 DY1260'AT VENICE, AT THE INTERSECTION OF SPEEDWAY AND WASHINGTON
 DY1260'STREET, IN TOP OF THE WEST CORNER OF A CONCRETE CATCH BASIN,
 DY1260'19.6 FEET NORTHEAST OF THE NORTHEAST CURB LINE OF SPEEDWAY,
 DY1260'3.9 FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET, 3.9
 DY1260'FEET NORTH OF THE NORTH SIDE OF A CONCRETE LAMP POST, 0.9 FOOT
 DY1260'SOUTHWEST OF THE WEST CORNER OF THE STEEL COVER OVER THE BASIN,
 DY1260'AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.
 DY1260
 DY1260                          STATION RECOVERY (1971)
 DY1260
 DY1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DY1260'RECOVERED IN GOOD CONDITION.
 DY1260
 DY1260                          STATION RECOVERY (1978)
 DY1260
 DY1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1260'RECOVERED IN GOOD CONDITION.
 DY1260
 DY1260                          STATION RECOVERY (1989)
 DY1260
 DY1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1260'RECOVERED IN GOOD CONDITION.
 DY1260
 DY1260                          STATION RECOVERY (1994)
 DY1260
 DY1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1260'IN VENICE, AT THE INTERSECTION OF SPEEDWAY AND WASHINGTON BOULEVARD, A
 DY1260'SPIKE NEAR THE WEST CORNER OF A CATCH BASIN, 11.5 M (37.7 FT)
 DY1260'NORTHWEST OF THE BOULEVARD CENTERLINE, 9.5 M (31.2 FT) NORTHEAST OF
 DY1260'THE CENTER OF THE SPEEDWAY, 1.2 M (3.9 FT) NORTH OF A STREET LIGHT
 DY1260'POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0196 ***********************************************************************
 DY0196  DESIGNATION -  11.83 USN
 DY0196  PID         -  DY0196
 DY0196  STATE/COUNTY-  CA/LOS ANGELES
 DY0196  USGS QUAD   -  SAN PEDRO (1981)
 DY0196
 DY0196                         *CURRENT SURVEY CONTROL
 DY0196  ___________________________________________________________________
 DY0196* NAD 83(1986)-  33 44 58.     (N)    118 15 08.     (W)     SCALED    
 DY0196* NAVD 88     -         3.34   (+/-2cm)      11.0    (feet)  VERTCON   
 DY0196  ___________________________________________________________________
 DY0196  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0196  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0196
 DY0196.The horizontal coordinates were scaled from a topographic map and have
 DY0196.an estimated accuracy of +/- 6 seconds.
 DY0196
 DY0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0196.The vertical order pertains to the NGVD 29 superseded value.
 DY0196
 DY0196.The geoid height was determined by GEOID03.
 DY0196
 DY0196;                    North         East    Units  Estimated Accuracy
 DY0196;SPC CA 5     -   527,700.    1,976,630.      MT  (+/- 180 meters Scaled)
 DY0196
 DY0196                          SUPERSEDED SURVEY CONTROL
 DY0196
 DY0196  NGVD 29 (??/??/92)    2.542  (m)            8.34   (f) ADJ UNCH    1 2
 DY0196
 DY0196.Superseded values are not recommended for survey control.
 DY0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0196.See file dsdata.txt to determine how the superseded data were derived.
 DY0196
 DY0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT840350(NAD 83)
 DY0196_MARKER: S = SPIKE
 DY0196_SETTING: 0 = UNSPECIFIED SETTING
 DY0196_STAMPING: ELEV 11.83
 DY0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0196
 DY0196  HISTORY     - Date     Condition        Report By
 DY0196  HISTORY     - UNK      MONUMENTED       DOD
 DY0196  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0196
 DY0196                          STATION DESCRIPTION
 DY0196
 DY0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0196'AT EAST SAN PEDRO.
 DY0196'ON TERMINAL ISLAND, AT THE NAVAL AIR STATION, ABOUT 100 FEET
 DY0196'SOUTHEST OF HANGAR 75, ON THE CENTERLINE OF THE PLANE ENTRANCE,
 DY0196'IN A WOODEN BULKHEAD AT THE SEA PLANE ANCHORAGE, AND
 DY0196'NEAR THE PAINTED INSCRIPTION ELEV 11.83.  NOTE-- THE WOODEN
 DY0196'BULKHEAD HAS BEEN ALTERED AND THE MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1840 ***********************************************************************
 DY1840  DESIGNATION -  11.850 LADPW
 DY1840  PID         -  DY1840
 DY1840  STATE/COUNTY-  CA/LOS ANGELES
 DY1840  USGS QUAD   -  TORRANCE (1981)
 DY1840
 DY1840                         *CURRENT SURVEY CONTROL
 DY1840  ___________________________________________________________________
 DY1840* NAD 83(1986)-  33 46 14.     (N)    118 16 23.     (W)     SCALED    
 DY1840* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 DY1840  ___________________________________________________________________
 DY1840  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1840  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1840
 DY1840.The horizontal coordinates were scaled from a topographic map and have
 DY1840.an estimated accuracy of +/- 6 seconds.
 DY1840
 DY1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1840.The vertical order pertains to the NGVD 29 superseded value.
 DY1840
 DY1840.The geoid height was determined by GEOID03.
 DY1840
 DY1840;                    North         East    Units  Estimated Accuracy
 DY1840;SPC CA 5     -   530,050.    1,974,710.      MT  (+/- 180 meters Scaled)
 DY1840
 DY1840                          SUPERSEDED SURVEY CONTROL
 DY1840
 DY1840  NGVD 29 (??/??/92)    3.098  (m)           10.16   (f) ADJ UNCH    1 2
 DY1840
 DY1840.Superseded values are not recommended for survey control.
 DY1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1840.See file dsdata.txt to determine how the superseded data were derived.
 DY1840
 DY1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821374(NAD 83)
 DY1840_MARKER: B = BOLT
 DY1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1840_SP_SET: CURB
 DY1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1840
 DY1840  HISTORY     - Date     Condition        Report By
 DY1840  HISTORY     - UNK      MONUMENTED       CA-037
 DY1840  HISTORY     - 1964     GOOD             NGS
 DY1840
 DY1840                          STATION DESCRIPTION
 DY1840
 DY1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1840'AT WILMINGTON.
 DY1840'AT WILMINGTON, AT THE JUNCTION OF B STREET AND WILMINGTON
 DY1840'BOULEVARD, IN THE TOP OF THE NORTH CURB OF THE STREET, AT THE
 DY1840'WEST END OF A CATCH BASIN, 9.2 FEET EAST OF THE EXTENDED EAST
 DY1840'CURB OF THE BOULEVARD, 12.2 FEET SOUTHEAST OF A LIGHT POLE, AND
 DY1840'ABOUT 1/2 FOOT HIGHER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9159 ***********************************************************************
 EW9159  DESIGNATION -  11.9 C CADWR
 EW9159  PID         -  EW9159
 EW9159  STATE/COUNTY-  CA/LOS ANGELES
 EW9159  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9159
 EW9159                         *CURRENT SURVEY CONTROL
 EW9159  ___________________________________________________________________
 EW9159* NAD 83(1986)-  34 42 30.     (N)    118 47 57.     (W)     SCALED    
 EW9159* NAVD 88     -       864.01   (+/-2cm)    2834.7    (feet)  VERTCON   
 EW9159  ___________________________________________________________________
 EW9159  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW9159  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9159
 EW9159.The horizontal coordinates were scaled from a topographic map and have
 EW9159.an estimated accuracy of +/- 6 seconds.
 EW9159
 EW9159.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9159.The vertical order pertains to the NGVD 29 superseded value.
 EW9159
 EW9159.The geoid height was determined by GEOID03.
 EW9159
 EW9159;                    North         East    Units  Estimated Accuracy
 EW9159;SPC CA 5     -   634,330.    1,926,790.      MT  (+/- 180 meters Scaled)
 EW9159
 EW9159                          SUPERSEDED SURVEY CONTROL
 EW9159
 EW9159  NGVD 29 (??/??/92)  863.14   (m)         2831.8    (f) COMPUTED    1 1
 EW9159
 EW9159.Superseded values are not recommended for survey control.
 EW9159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9159.See file dsdata.txt to determine how the superseded data were derived.
 EW9159
 EW9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU352421(NAD 83)
 EW9159_MARKER: DD = SURVEY DISK
 EW9159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9159_SP_SET: CONCRETE MOUND
 EW9159_STAMPING: MILE 11.9 C 1972
 EW9159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9159
 EW9159  HISTORY     - Date     Condition        Report By
 EW9159  HISTORY     - 1972     MONUMENTED
 EW9159  HISTORY     - 1974     GOOD             CA-037
 EW9159
 EW9159                          STATION DESCRIPTION
 EW9159
 EW9159'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9159'IN GORMAN.
 EW9159'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  0.6 MILE NORTH OF THE
 EW9159'INTERSECTION ALONG OLD HIGHWAY 99 TO THE INTERSECTION OF ORIN WAY. 250
 EW9159'FEET WEST ON ORIN WAY TO DEPARTMENT OF WATER RESOURCES GATE NO. 13.
 EW9159'SOUTH THROUGH THE GATE 0.4 MILE ALONG THE PAVED ROAD TO POWER POLE NO.
 EW9159'708881, THENCE 56.5 FEET EAST TO THE BENCH MARK.  SET IN THE TOP OF A
 EW9159'1-1/2 DIAMETER CONCRETE MOUND.  A YELLOW 2 INCH MARKER PIPE IS 1-1/2
 EW9159'FEET NORTH.  THE BENCH MARK IS 2 FEET BELOW THE SHOULDER OF THE ROAD.
 EW9159'THE BENCH MARK IS UP 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0391 ***********************************************************************
 FT0391  DESIGNATION -  110
 FT0391  PID         -  FT0391
 FT0391  STATE/COUNTY-  CA/KERN
 FT0391  USGS QUAD   -  AIRPORT LAKE (1982)
 FT0391
 FT0391                         *CURRENT SURVEY CONTROL
 FT0391  ___________________________________________________________________
 FT0391* NAD 83(1986)-  35 54 10.     (N)    117 37 47.     (W)     SCALED    
 FT0391* NAVD 88     -       890.714  (meters)    2922.28   (feet)  ADJUSTED  
 FT0391  ___________________________________________________________________
 FT0391  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 FT0391  DYNAMIC HT  -         889.729 (meters)    2919.05  (feet)  COMP
 FT0391  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 FT0391
 FT0391  VERT ORDER  -  FIRST     CLASS II
 FT0391
 FT0391.The horizontal coordinates were scaled from a topographic map and have
 FT0391.an estimated accuracy of +/- 6 seconds.
 FT0391
 FT0391.The orthometric height was determined by differential leveling
 FT0391.and adjusted in June 1991.
 FT0391
 FT0391.The geoid height was determined by GEOID03.
 FT0391
 FT0391.The dynamic height is computed by dividing the NAVD 88
 FT0391.geopotential number by the normal gravity value computed on the
 FT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0391.degrees latitude (g = 980.6199 gals.).
 FT0391
 FT0391.The modeled gravity was interpolated from observed gravity values.
 FT0391
 FT0391;                    North         East    Units  Estimated Accuracy
 FT0391;SPC CA 5     -   766,610.    2,033,430.      MT  (+/- 180 meters Scaled)
 FT0391
 FT0391                          SUPERSEDED SURVEY CONTROL
 FT0391
 FT0391  NGVD 29 (??/??/??)  890.00   (m)         2919.9    (f) RESET       3  
 FT0391
 FT0391.Superseded values are not recommended for survey control.
 FT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0391.See file dsdata.txt to determine how the superseded data were derived.
 FT0391
 FT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV431733(NAD 83)
 FT0391_MARKER: DD = SURVEY DISK
 FT0391_SETTING: 80 = SET IN A BOULDER
 FT0391_SP_SET: BOULDER
 FT0391_STAMPING: BM 110 1950
 FT0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0391+STABILITY: SURFACE MOTION
 FT0391
 FT0391  HISTORY     - Date     Condition        Report By
 FT0391  HISTORY     - 1950     MONUMENTED       USN
 FT0391  HISTORY     - 1950     GOOD             NGS
 FT0391
 FT0391                          STATION DESCRIPTION
 FT0391
 FT0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0391'17.5 MI NE FROM CHINA LAKE USN .
 FT0391'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 1.0
 FT0391'MILES EAST NORTHEAST OF CHINA LAKE NORTH BASE ON A RIDGE RUNNING
 FT0391'EAST AND WEST.  300 YARDS NORTH OF A WASH RUNNING FROM CANYON AT
 FT0391'MT. SPRINGS, ON THE NORTH SIDE OF RIDGE 100 FEET NORTH OF CREST.
 FT0391'THE STATION IS AN USN  BRONZE DISK SET IN A GRANITE BOULDER AND
 FT0391'IS STAMPED BM 110 1950.  DIRECTIONS TO REACH THE STATION CAN BE
 FT0391'OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE
 FT0391'NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0873 ***********************************************************************
 JS0873  DESIGNATION -  110 BBF
 JS0873  PID         -  JS0873
 JS0873  STATE/COUNTY-  CA/PLACER
 JS0873  USGS QUAD   -  LINCOLN (1981)
 JS0873
 JS0873                         *CURRENT SURVEY CONTROL
 JS0873  ___________________________________________________________________
 JS0873* NAD 83(1986)-  38 56 42.     (N)    121 21 19.     (W)     SCALED    
 JS0873* NAVD 88     -        34.451  (meters)     113.03   (feet)  ADJUSTED  
 JS0873  ___________________________________________________________________
 JS0873  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JS0873  DYNAMIC HT  -          34.429 (meters)     112.96  (feet)  COMP
 JS0873  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JS0873
 JS0873  VERT ORDER  -  FIRST     CLASS II
 JS0873
 JS0873.The horizontal coordinates were scaled from a topographic map and have
 JS0873.an estimated accuracy of +/- 6 seconds.
 JS0873
 JS0873.The orthometric height was determined by differential leveling
 JS0873.and adjusted in June 1991.
 JS0873
 JS0873.The geoid height was determined by GEOID03.
 JS0873
 JS0873.The dynamic height is computed by dividing the NAVD 88
 JS0873.geopotential number by the normal gravity value computed on the
 JS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0873.degrees latitude (g = 980.6199 gals.).
 JS0873
 JS0873.The modeled gravity was interpolated from observed gravity values.
 JS0873
 JS0873;                    North         East    Units  Estimated Accuracy
 JS0873;SPC CA 2     -   642,100.    2,055,890.      MT  (+/- 180 meters Scaled)
 JS0873
 JS0873                          SUPERSEDED SURVEY CONTROL
 JS0873
 JS0873  NGVD 29 (??/??/92)   33.738  (m)          110.69   (f) ADJ UNCH    1 2
 JS0873
 JS0873.Superseded values are not recommended for survey control.
 JS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0873.See file dsdata.txt to determine how the superseded data were derived.
 JS0873
 JS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ425119(NAD 83)
 JS0873_MARKER: P = PIPE CAP
 JS0873_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0873_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0873_STAMPING: 110 B B F 1908
 JS0873_MARK LOGO: USGS  
 JS0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0873
 JS0873  HISTORY     - Date     Condition        Report By
 JS0873  HISTORY     - 1908     MONUMENTED       USGS
 JS0873  HISTORY     - 1949     GOOD             CGS
 JS0873  HISTORY     - 19880822 MARK NOT FOUND   NGS
 JS0873
 JS0873                          STATION DESCRIPTION
 JS0873
 JS0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0873'2.8 MI SE FROM SHERIDAN.
 JS0873'2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0873'FROM THE POST OFFICE AT SHERIDAN, ABOUT 7 RAILS SOUTH OF THE BROCK
 JS0873'SIDING SIGN, 43.0 FEET EAST OF THE EAST RAIL, 34 FEET WEST OF THE
 JS0873'CENTER LINE OF U.S. HIGHWAY 99 E, 9 FEET EAST OF MILEPOST 122,
 JS0873'1.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND
 JS0873'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.6 FEET
 JS0873'ABOVE THE GROUND.
 JS0873
 JS0873                          STATION RECOVERY (1988)
 JS0873
 JS0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0575 ***********************************************************************
 MW0575  DESIGNATION -  110 GWM
 MW0575  PID         -  MW0575
 MW0575  STATE/COUNTY-  CA/SISKIYOU
 MW0575  USGS QUAD   -  CAPTAIN JACKS STRONG (1993)
 MW0575
 MW0575                         *CURRENT SURVEY CONTROL
 MW0575  ___________________________________________________________________
 MW0575* NAD 83(1986)-  41 45 19.     (N)    121 33 20.     (W)     SCALED    
 MW0575* NAVD 88     -      1375.503  (meters)    4512.80   (feet)  ADJUSTED  
 MW0575  ___________________________________________________________________
 MW0575  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 MW0575  DYNAMIC HT  -        1374.589 (meters)    4509.80  (feet)  COMP
 MW0575  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 MW0575
 MW0575  VERT ORDER  -  SECOND    CLASS 0
 MW0575
 MW0575.The horizontal coordinates were scaled from a topographic map and have
 MW0575.an estimated accuracy of +/- 6 seconds.
 MW0575
 MW0575.The orthometric height was determined by differential leveling
 MW0575.and adjusted in June 1991.
 MW0575
 MW0575.The geoid height was determined by GEOID03.
 MW0575
 MW0575.The dynamic height is computed by dividing the NAVD 88
 MW0575.geopotential number by the normal gravity value computed on the
 MW0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0575.degrees latitude (g = 980.6199 gals.).
 MW0575
 MW0575.The modeled gravity was interpolated from observed gravity values.
 MW0575
 MW0575;                    North         East    Units  Estimated Accuracy
 MW0575;SPC CA 1     -   769,030.    2,036,960.      MT  (+/- 180 meters Scaled)
 MW0575
 MW0575                          SUPERSEDED SURVEY CONTROL
 MW0575
 MW0575  NGVD 29 (??/??/??) 1374.391  (m)         4509.15   (f) ADJUSTED    2 0
 MW0575
 MW0575.Superseded values are not recommended for survey control.
 MW0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0575.See file dsdata.txt to determine how the superseded data were derived.
 MW0575
 MW0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM200236(NAD 83)
 MW0575_MARKER: DD = SURVEY DISK
 MW0575_SETTING: 66 = SET IN ROCK OUTCROP
 MW0575_SP_SET: LAVA OUTCROP
 MW0575_STAMPING: 4509 110 GWM 1949
 MW0575_MARK LOGO: USGS  
 MW0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0575+STABILITY: POSITION/ELEVATION WELL
 MW0575
 MW0575  HISTORY     - Date     Condition        Report By
 MW0575  HISTORY     - 1949     MONUMENTED       USGS
 MW0575  HISTORY     - 1954     GOOD             CGS
 MW0575
 MW0575                          STATION DESCRIPTION
 MW0575
 MW0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0575'4 MI N FROM INDIAN WELLS.
 MW0575'4.0 MILES NORTH ALONG A PAVED ROAD FROM THE INDIAN WELLS RANGER
 MW0575'STATION, AT THE T JUNCTION OF A GRAVEL ROAD LEADING WEST TO
 MW0575'FLEENER CHIMNEYS PICNIC AREA, IN THE TOP OF A LARGE LAVA OUTCROP
 MW0575'FLUSH WITH THE GROUND, 56 FEET WEST OF THE CENTER LINE OF THE
 MW0575'PAVED ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 MW0575'1.4 FEET EAST OF A CAIRN, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5283 ***********************************************************************
 HS5283  DESIGNATION -  110 JD
 HS5283  PID         -  HS5283
 HS5283  STATE/COUNTY-  CA/SANTA CLARA
 HS5283  USGS QUAD   -  MT MADONNA (1994)
 HS5283
 HS5283                         *CURRENT SURVEY CONTROL
 HS5283  ___________________________________________________________________
 HS5283* NAD 83(1986)-  37 02 43.     (N)    121 39 11.     (W)     SCALED    
 HS5283* NAVD 88     -       103.331  (meters)     339.01   (feet)  ADJUSTED  
 HS5283  ___________________________________________________________________
 HS5283  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HS5283  DYNAMIC HT  -         103.256 (meters)     338.77  (feet)  COMP
 HS5283  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 HS5283
 HS5283  VERT ORDER  -  FIRST     CLASS II
 HS5283
 HS5283.The horizontal coordinates were scaled from a topographic map and have
 HS5283.an estimated accuracy of +/- 6 seconds.
 HS5283
 HS5283.The orthometric height was determined by differential leveling
 HS5283.and adjusted in February 1993.
 HS5283
 HS5283.The geoid height was determined by GEOID03.
 HS5283
 HS5283.The dynamic height is computed by dividing the NAVD 88
 HS5283.geopotential number by the normal gravity value computed on the
 HS5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5283.degrees latitude (g = 980.6199 gals.).
 HS5283
 HS5283.The modeled gravity was interpolated from observed gravity values.
 HS5283
 HS5283;                    North         East    Units  Estimated Accuracy
 HS5283;SPC CA 3     -   561,150.    1,897,430.      MT  (+/- 180 meters Scaled)
 HS5283
 HS5283                          SUPERSEDED SURVEY CONTROL
 HS5283
 HS5283  NGVD 29 (10/21/93)  102.491  (m)          336.26   (f) ADJUSTED    1 2
 HS5283
 HS5283.Superseded values are not recommended for survey control.
 HS5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5283.See file dsdata.txt to determine how the superseded data were derived.
 HS5283
 HS5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG197007(NAD 83)
 HS5283_MARKER: DB = BENCH MARK DISK
 HS5283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5283_SP_SET: CONCRETE POST
 HS5283_STAMPING: 110 JP 1953 337
 HS5283_MARK LOGO: USGS  
 HS5283_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5283+STABILITY: SURFACE MOTION
 HS5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS5283+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 HS5283
 HS5283  HISTORY     - Date     Condition        Report By
 HS5283  HISTORY     - 1953     MONUMENTED       USGS
 HS5283  HISTORY     - 19900326 GOOD             NGS
 HS5283
 HS5283                          STATION DESCRIPTION
 HS5283
 HS5283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5283'0.9 KM (0.56 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 101 BUSINESS
 HS5283'(MONTEREY ROAD) FROM ITS JUNCTION WITH TENNANT AVENUE IN MORGAN HILL,
 HS5283'THENCE 8.0 KM (4.97 MI) SOUTHERLY ALONG WATSONVILLE ROAD, NEAR THE
 HS5283'CENTER OF A TRIANGLE FORMED BY THE JUNCTION OF DAY AND WATSONVILLE
 HS5283'ROADS, 8.9 M (29.20 FT) EAST OF THE CENTERLINE OF WATSONVILLE ROAD,
 HS5283'7.6 M (24.93 FT) NORTH OF THE CENTER OF DAY ROAD, 0.6 M (1.97 FT)
 HS5283'ABOVE THE LEVEL OF WATSONVILLE ROAD, AND IN A CONCRETE MONUMENT THAT
 HS5283'PROJECTS 0.3 M (0.98 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0692 ***********************************************************************
 GU0692  DESIGNATION -  110.12 USBR
 GU0692  PID         -  GU0692
 GU0692  STATE/COUNTY-  CA/FRESNO
 GU0692  USGS QUAD   -  FIREBAUGH (1984)
 GU0692
 GU0692                         *CURRENT SURVEY CONTROL
 GU0692  ___________________________________________________________________
 GU0692* NAD 83(1986)-  36 49 31.     (N)    120 27 28.     (W)     SCALED    
 GU0692* NAVD 88     -        49.91   (+/-2cm)     163.7    (feet)  VERTCON   
 GU0692  ___________________________________________________________________
 GU0692  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GU0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0692
 GU0692.The horizontal coordinates were scaled from a topographic map and have
 GU0692.an estimated accuracy of +/- 6 seconds.
 GU0692
 GU0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0692.The vertical order pertains to the NGVD 29 superseded value.
 GU0692
 GU0692.The geoid height was determined by GEOID03.
 GU0692
 GU0692;                    North         East    Units  Estimated Accuracy
 GU0692;SPC CA 4     -   666,540.    1,869,960.      MT  (+/- 180 meters Scaled)
 GU0692
 GU0692                          SUPERSEDED SURVEY CONTROL
 GU0692
 GU0692  NGVD 29 (??/??/92)   49.205  (m)          161.43   (f) ADJ UNCH    2 0
 GU0692
 GU0692.Superseded values are not recommended for survey control.
 GU0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0692.See file dsdata.txt to determine how the superseded data were derived.
 GU0692
 GU0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF267785(NAD 83)
 GU0692_MARKER: DD = SURVEY DISK
 GU0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0692_SP_SET: CURB
 GU0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0692
 GU0692  HISTORY     - Date     Condition        Report By
 GU0692  HISTORY     - UNK      MONUMENTED       BOR
 GU0692  HISTORY     - 1955     GOOD             NGS
 GU0692  HISTORY     - 1972     GOOD             NGS
 GU0692
 GU0692                          STATION DESCRIPTION
 GU0692
 GU0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0692'2.9 MI SE FROM SONORA.
 GU0692'0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.7
 GU0692'MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST
 GU0692'BANK OF THE DELTA-MENDOTA CANAL AT THE INTERSECTION OF WASHOE
 GU0692'AVENUE, AT CONCRETE BRIDGE 110.12 OVER THE CANAL, IN THE TOP
 GU0692'OF THE NORTH END OF THE WEST CONCRETE CURBING, 15 1/2 FEET
 GU0692'WEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER
 GU0692'THAN THE AVENUE.
 GU0692
 GU0692                          STATION RECOVERY (1972)
 GU0692
 GU0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0691 ***********************************************************************
 GU0691  DESIGNATION -  110.27 USBR
 GU0691  PID         -  GU0691
 GU0691  STATE/COUNTY-  CA/FRESNO
 GU0691  USGS QUAD   -  FIREBAUGH (1984)
 GU0691
 GU0691                         *CURRENT SURVEY CONTROL
 GU0691  ___________________________________________________________________
 GU0691* NAD 83(1986)-  36 49 30.     (N)    120 27 16.     (W)     SCALED    
 GU0691* NAVD 88     -        49.55   (+/-2cm)     162.6    (feet)  VERTCON   
 GU0691  ___________________________________________________________________
 GU0691  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GU0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0691
 GU0691.The horizontal coordinates were scaled from a topographic map and have
 GU0691.an estimated accuracy of +/- 6 seconds.
 GU0691
 GU0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0691.The vertical order pertains to the NGVD 29 superseded value.
 GU0691
 GU0691.The geoid height was determined by GEOID03.
 GU0691
 GU0691;                    North         East    Units  Estimated Accuracy
 GU0691;SPC CA 4     -   666,500.    1,870,250.      MT  (+/- 180 meters Scaled)
 GU0691
 GU0691                          SUPERSEDED SURVEY CONTROL
 GU0691
 GU0691  NGVD 29 (??/??/92)   48.838  (m)          160.23   (f) ADJ UNCH    2 0
 GU0691
 GU0691.Superseded values are not recommended for survey control.
 GU0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0691.See file dsdata.txt to determine how the superseded data were derived.
 GU0691
 GU0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF270784(NAD 83)
 GU0691_MARKER: DD = SURVEY DISK
 GU0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0691_SP_SET: DRAIN INLET
 GU0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0691
 GU0691  HISTORY     - Date     Condition        Report By
 GU0691  HISTORY     - UNK      MONUMENTED       BOR
 GU0691  HISTORY     - 1955     GOOD             NGS
 GU0691  HISTORY     - 1972     GOOD             NGS
 GU0691
 GU0691                          STATION DESCRIPTION
 GU0691
 GU0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0691'2.8 MI S FROM FIREBAUGH.
 GU0691'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU0691'FROM THE STATION AT FIREBAUGH, THENCE 0.7 MILE WEST ALONG A
 GU0691'GRADED ROAD ALONG THE SOUTH BANK OF THE DELTA-MENDOTA CANAL, 3.1
 GU0691'MILES SOUTHEAST OF SONORA, AT CONCRETE DRAIN INLET STRUCTURE
 GU0691'110.27, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD
 GU0691'WALL, 23 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF
 GU0691'THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 GU0691
 GU0691                          STATION RECOVERY (1972)
 GU0691
 GU0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0049 ***********************************************************************
 GU0049  DESIGNATION -  110.52 L USBR
 GU0049  PID         -  GU0049
 GU0049  STATE/COUNTY-  CA/FRESNO
 GU0049  USGS QUAD   -  CHANEY RANCH (1971)
 GU0049
 GU0049                         *CURRENT SURVEY CONTROL
 GU0049  ___________________________________________________________________
 GU0049* NAD 83(1986)-  36 41 27.     (N)    120 32 48.     (W)     SCALED    
 GU0049* NAVD 88     -       103.63   (+/-2cm)     340.0    (feet)  VERTCON   
 GU0049  ___________________________________________________________________
 GU0049  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0049  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0049
 GU0049.The horizontal coordinates were scaled from a topographic map and have
 GU0049.an estimated accuracy of +/- 6 seconds.
 GU0049
 GU0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0049.The vertical order pertains to the NGVD 29 superseded value.
 GU0049
 GU0049.The geoid height was determined by GEOID03.
 GU0049
 GU0049;                    North         East    Units  Estimated Accuracy
 GU0049;SPC CA 4     -   651,740.    1,861,790.      MT  (+/- 180 meters Scaled)
 GU0049
 GU0049                          SUPERSEDED SURVEY CONTROL
 GU0049
 GU0049  NGVD 29 (??/??/92)  102.839  (m)          337.40   (f) ADJ UNCH    1 1
 GU0049
 GU0049.Superseded values are not recommended for survey control.
 GU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0049.See file dsdata.txt to determine how the superseded data were derived.
 GU0049
 GU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF191633(NAD 83)
 GU0049_MARKER: DD = SURVEY DISK
 GU0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0049_SP_SET: GRATE DECK
 GU0049_STAMPING: 110.52 L
 GU0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0049
 GU0049  HISTORY     - Date     Condition        Report By
 GU0049  HISTORY     - UNK      MONUMENTED       BOR
 GU0049  HISTORY     - 1967     GOOD             NGS
 GU0049  HISTORY     - 1969     GOOD             NGS
 GU0049
 GU0049                          STATION DESCRIPTION
 GU0049
 GU0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0049'23.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0049'23.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0049'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF A GRATE DECK FOR
 GU0049'A TURNOUT STRUCTURE, 27 FEET SOUTHWEST OF THE CENTER LINE OF
 GU0049'THE NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST
 GU0049'EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2
 GU0049'FEET LOWER THAN THE ROAD.
 GU0049
 GU0049                          STATION RECOVERY (1969)
 GU0049
 GU0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0666 ***********************************************************************
 GU0666  DESIGNATION -  110.9 A USBR
 GU0666  PID         -  GU0666
 GU0666  STATE/COUNTY-  CA/FRESNO
 GU0666  USGS QUAD   -  FIREBAUGH (1984)
 GU0666
 GU0666                         *CURRENT SURVEY CONTROL
 GU0666  ___________________________________________________________________
 GU0666* NAD 83(1986)-  36 49 46.     (N)    120 26 38.     (W)     SCALED    
 GU0666* NAVD 88     -        49.92   (+/-2cm)     163.8    (feet)  VERTCON   
 GU0666  ___________________________________________________________________
 GU0666  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GU0666  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0666
 GU0666.The horizontal coordinates were scaled from a topographic map and have
 GU0666.an estimated accuracy of +/- 6 seconds.
 GU0666
 GU0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0666.The vertical order pertains to the NGVD 29 superseded value.
 GU0666
 GU0666.The geoid height was determined by GEOID03.
 GU0666
 GU0666;                    North         East    Units  Estimated Accuracy
 GU0666;SPC CA 4     -   666,980.    1,871,200.      MT  (+/- 180 meters Scaled)
 GU0666
 GU0666                          SUPERSEDED SURVEY CONTROL
 GU0666
 GU0666  NGVD 29 (??/??/92)   49.212  (m)          161.46   (f) ADJ UNCH    1 2
 GU0666
 GU0666.Superseded values are not recommended for survey control.
 GU0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0666.See file dsdata.txt to determine how the superseded data were derived.
 GU0666
 GU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF279790(NAD 83)
 GU0666_MARKER: DD = SURVEY DISK
 GU0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0666_SP_SET: CONCRETE SIPHON
 GU0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0666
 GU0666  HISTORY     - Date     Condition        Report By
 GU0666  HISTORY     - UNK      MONUMENTED       BOR
 GU0666  HISTORY     - 1955     GOOD             NGS
 GU0666  HISTORY     - 1972     GOOD             NGS
 GU0666
 GU0666                          STATION DESCRIPTION
 GU0666
 GU0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0666'2.1 MI S FROM FIREBAUGH.
 GU0666'2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 GU0666'THE STATION AT FIREBAUGH, AT THE CROSSING OF THE DELTA-MENDOTA
 GU0666'CANAL, AT A LARGE CONCRETE SIPHON UNDER THE TRACK AND STATE
 GU0666'HIGHWAY 33, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST
 GU0666'CONCRETE HEAD WALL, 88.6 FEET (SLOPE MEASUREMENT) SOUTHWEST OF
 GU0666'THE SOUTHWEST RAIL, ABOUT 9 FEET HIGHER THAN THE TRACK, AND
 GU0666'ABOUT LEVEL WITH A SERVICE ROAD.  IN R14E T13S S4.
 GU0666
 GU0666                          STATION RECOVERY (1972)
 GU0666
 GU0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0667 ***********************************************************************
 GU0667  DESIGNATION -  110.9 B USBR
 GU0667  PID         -  GU0667
 GU0667  STATE/COUNTY-  CA/FRESNO
 GU0667  USGS QUAD   -  FIREBAUGH (1984)
 GU0667
 GU0667                         *CURRENT SURVEY CONTROL
 GU0667  ___________________________________________________________________
 GU0667* NAD 83(1986)-  36 49 46.     (N)    120 26 37.     (W)     SCALED    
 GU0667* NAVD 88     -        49.79   (+/-2cm)     163.4    (feet)  VERTCON   
 GU0667  ___________________________________________________________________
 GU0667  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GU0667  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0667
 GU0667.The horizontal coordinates were scaled from a topographic map and have
 GU0667.an estimated accuracy of +/- 6 seconds.
 GU0667
 GU0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0667.The vertical order pertains to the NGVD 29 superseded value.
 GU0667
 GU0667.The geoid height was determined by GEOID03.
 GU0667
 GU0667;                    North         East    Units  Estimated Accuracy
 GU0667;SPC CA 4     -   666,980.    1,871,230.      MT  (+/- 180 meters Scaled)
 GU0667
 GU0667                          SUPERSEDED SURVEY CONTROL
 GU0667
 GU0667  NGVD 29 (??/??/92)   49.079  (m)          161.02   (f) ADJ UNCH    1 2
 GU0667
 GU0667.Superseded values are not recommended for survey control.
 GU0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0667.See file dsdata.txt to determine how the superseded data were derived.
 GU0667
 GU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF279790(NAD 83)
 GU0667_MARKER: DD = SURVEY DISK
 GU0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0667_SP_SET: CONCRETE SIPHON
 GU0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0667
 GU0667  HISTORY     - Date     Condition        Report By
 GU0667  HISTORY     - UNK      MONUMENTED       BOR
 GU0667  HISTORY     - 1955     GOOD             NGS
 GU0667  HISTORY     - 1972     GOOD             NGS
 GU0667
 GU0667                          STATION DESCRIPTION
 GU0667
 GU0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0667'2.1 MI S FROM FIREBAUGH.
 GU0667'2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 GU0667'THE STATION AT FIREBAUGH, AT A LARGE CONCRETE SIPHON UNDER THE
 GU0667'TRACK AND STATE HIGHWAY 33, IN THE TOP OF THE NORTHWEST END OF
 GU0667'THE NORTHEAST CONCRETE HEAD WALL, 124.8 FEET NORTHEAST OF THE
 GU0667'CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET HIGHER THAN THE HIGHWAY,
 GU0667'AND ABOUT LEVEL WITH A SERVICE ROAD.  IN R14E T13S S4.
 GU0667
 GU0667                          STATION RECOVERY (1972)
 GU0667
 GU0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9262 ***********************************************************************
 JT9262  DESIGNATION -  1100
 JT9262  PID         -  JT9262
 JT9262  STATE/COUNTY-  CA/NAPA
 JT9262  USGS QUAD   -  NAPA (1980)
 JT9262
 JT9262                         *CURRENT SURVEY CONTROL
 JT9262  ___________________________________________________________________
 JT9262* NAD 83(1986)-  38 18 30.     (N)    122 17 34.     (W)     SCALED    
 JT9262* NAVD 88     -        11.44   (+/-2cm)      37.5    (feet)  VERTCON   
 JT9262  ___________________________________________________________________
 JT9262  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9262  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9262
 JT9262.The horizontal coordinates were scaled from a topographic map and have
 JT9262.an estimated accuracy of +/- 6 seconds.
 JT9262
 JT9262.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9262.The vertical order pertains to the NGVD 29 superseded value.
 JT9262
 JT9262.The geoid height was determined by GEOID03.
 JT9262
 JT9262;                    North         East    Units  Estimated Accuracy
 JT9262;SPC CA 2     -   571,270.    1,974,390.      MT  (+/- 180 meters Scaled)
 JT9262
 JT9262                          SUPERSEDED SURVEY CONTROL
 JT9262
 JT9262  NGVD 29 (??/??/92)   10.654  (m)           34.95   (f) ADJ UNCH    2 2
 JT9262
 JT9262.Superseded values are not recommended for survey control.
 JT9262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9262.See file dsdata.txt to determine how the superseded data were derived.
 JT9262
 JT9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618402(NAD 83)
 JT9262_MARKER: B = BOLT
 JT9262_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9262+WITH SETTING: PAVEMENT
 JT9262_SP_SET: LIGHT BASE
 JT9262_MARK LOGO: NONE  
 JT9262_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9262+STABILITY: SURFACE MOTION
 JT9262
 JT9262  HISTORY     - Date     Condition        Report By
 JT9262  HISTORY     - 1971     MONUMENTED       CA2330
 JT9262
 JT9262                          STATION DESCRIPTION
 JT9262
 JT9262'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9262'AT INTERSECTION OF LINCOLN AVE.  AND MAIN ST., IN THE NORTHEAST
 JT9262'CORNER, A BRASS BOLT IN THE SIGNAL LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1530 ***********************************************************************
 GT1530  DESIGNATION -  1101
 GT1530  PID         -  GT1530
 GT1530  STATE/COUNTY-  CA/FRESNO
 GT1530  USGS QUAD   -  KEARNEY PARK (1981)
 GT1530
 GT1530                         *CURRENT SURVEY CONTROL
 GT1530  ___________________________________________________________________
 GT1530* NAD 83(1986)-  36 41 31.     (N)    119 58 14.     (W)     SCALED    
 GT1530* NAVD 88     -        71.64   (+/-2cm)     235.0    (feet)  VERTCON   
 GT1530  ___________________________________________________________________
 GT1530  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 GT1530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1530
 GT1530.The horizontal coordinates were scaled from a topographic map and have
 GT1530.an estimated accuracy of +/- 6 seconds.
 GT1530
 GT1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1530.The vertical order pertains to the NGVD 29 superseded value.
 GT1530
 GT1530.The geoid height was determined by GEOID03.
 GT1530
 GT1530;                    North         East    Units  Estimated Accuracy
 GT1530;SPC CA 4     -   651,190.    1,913,270.      MT  (+/- 180 meters Scaled)
 GT1530
 GT1530                          SUPERSEDED SURVEY CONTROL
 GT1530
 GT1530  NGVD 29 (??/??/92)   70.866  (m)          232.50   (f) ADJ UNCH    2 0
 GT1530
 GT1530.Superseded values are not recommended for survey control.
 GT1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1530.See file dsdata.txt to determine how the superseded data were derived.
 GT1530
 GT1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA345648(NAD 83)
 GT1530_MARKER: DD = SURVEY DISK
 GT1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1530_STAMPING: 1101
 GT1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1530+STABILITY: SURFACE MOTION
 GT1530
 GT1530  HISTORY     - Date     Condition        Report By
 GT1530  HISTORY     - UNK      MONUMENTED       CA-019
 GT1530  HISTORY     - 1959     GOOD             NGS
 GT1530
 GT1530                          STATION DESCRIPTION
 GT1530
 GT1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1530'8.8 MI SE FROM KERMAN.
 GT1530'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1530'STATION AT KERMAN, THENCE 3.5 MILES SOUTH ALONG DICKENSON
 GT1530'AVENUE, AT THE INTERSECTION OF NORTH AVENUE, 24 1/2 FEET EAST
 GT1530'OF THE CENTER LINE OF DICKENSON AVENUE, 221 FEET NORTH OF THE
 GT1530'CENTER LINE OF NORTH AVENUE, 5 1/2 FEET SOUTH OF A POWER POLE
 GT1530'WITH A GUY WIRE, 0.6 FOOT WEST OF A WITNESS POST, ABOUT LEVEL
 GT1530'WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GT1530'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0165 ***********************************************************************
 LU0165  DESIGNATION -  1101.56 RESET
 LU0165  PID         -  LU0165
 LU0165  STATE/COUNTY-  CA/SHASTA
 LU0165  USGS QUAD   -  LAMOINE (1990)
 LU0165
 LU0165                         *CURRENT SURVEY CONTROL
 LU0165  ___________________________________________________________________
 LU0165* NAD 83(1986)-  40 53 00.     (N)    122 22 58.     (W)     SCALED    
 LU0165* NAVD 88     -       336.409  (meters)    1103.70   (feet)  ADJUSTED  
 LU0165  ___________________________________________________________________
 LU0165  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 LU0165  DYNAMIC HT  -         336.231 (meters)    1103.12  (feet)  COMP
 LU0165  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LU0165
 LU0165  VERT ORDER  -  FIRST     CLASS II
 LU0165
 LU0165.The horizontal coordinates were scaled from a topographic map and have
 LU0165.an estimated accuracy of +/- 6 seconds.
 LU0165
 LU0165.The orthometric height was determined by differential leveling
 LU0165.and adjusted in June 1991.
 LU0165
 LU0165.The geoid height was determined by GEOID03.
 LU0165
 LU0165.The dynamic height is computed by dividing the NAVD 88
 LU0165.geopotential number by the normal gravity value computed on the
 LU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0165.degrees latitude (g = 980.6199 gals.).
 LU0165
 LU0165.The modeled gravity was interpolated from observed gravity values.
 LU0165
 LU0165;                    North         East    Units  Estimated Accuracy
 LU0165;SPC CA 1     -   672,180.    1,967,740.      MT  (+/- 180 meters Scaled)
 LU0165
 LU0165                          SUPERSEDED SURVEY CONTROL
 LU0165
 LU0165.No superseded survey control is available for this station.
 LU0165
 LU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL520259(NAD 83)
 LU0165_MARKER: DD = SURVEY DISK
 LU0165_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU0165_SP_SET: BRIDGE CURB
 LU0165_STAMPING: 1101.56 RESET 1967
 LU0165_MARK LOGO: CADH  
 LU0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0165
 LU0165  HISTORY     - Date     Condition        Report By
 LU0165  HISTORY     - 1967     MONUMENTED       CADH
 LU0165  HISTORY     - 1988     GOOD             NGS
 LU0165
 LU0165                          STATION DESCRIPTION
 LU0165
 LU0165'DESCRIBED BY CA DIV OF HIGHWAYS 1967
 LU0165'6 MI S FROM DELTA.
 LU0165'6 MILES SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE POST OFFICE
 LU0165'AT DELTA, AT THE NORTHEAST CORNER OF BRIDGE 6-89 OVER THE
 LU0165'SACRAMENTO RIVER, IN THE FOOT CURBING, 29 FEET EAST OF THE
 LU0165'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL
 LU0165'OF THE HIGHWAY.
 LU0165
 LU0165                          STATION RECOVERY (1988)
 LU0165
 LU0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0165'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.1 KM
 LU0165'(16.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 LU0165'STATE HIGHWAY 151 IN PROJECT CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1529 ***********************************************************************
 GT1529  DESIGNATION -  1102
 GT1529  PID         -  GT1529
 GT1529  STATE/COUNTY-  CA/FRESNO
 GT1529  USGS QUAD   -  KEARNEY PARK (1981)
 GT1529
 GT1529                         *CURRENT SURVEY CONTROL
 GT1529  ___________________________________________________________________
 GT1529* NAD 83(1986)-  36 41 08.     (N)    119 58 12.     (W)     SCALED    
 GT1529* NAVD 88     -        71.05   (+/-2cm)     233.1    (feet)  VERTCON   
 GT1529  ___________________________________________________________________
 GT1529  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GT1529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1529
 GT1529.The horizontal coordinates were scaled from a topographic map and have
 GT1529.an estimated accuracy of +/- 6 seconds.
 GT1529
 GT1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1529.The vertical order pertains to the NGVD 29 superseded value.
 GT1529
 GT1529.The geoid height was determined by GEOID03.
 GT1529
 GT1529;                    North         East    Units  Estimated Accuracy
 GT1529;SPC CA 4     -   650,480.    1,913,310.      MT  (+/- 180 meters Scaled)
 GT1529
 GT1529                          SUPERSEDED SURVEY CONTROL
 GT1529
 GT1529  NGVD 29 (??/??/92)   70.272  (m)          230.55   (f) ADJ UNCH    2 0
 GT1529
 GT1529.Superseded values are not recommended for survey control.
 GT1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1529.See file dsdata.txt to determine how the superseded data were derived.
 GT1529
 GT1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA346641(NAD 83)
 GT1529_MARKER: DD = SURVEY DISK
 GT1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1529_STAMPING: 1102
 GT1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1529+STABILITY: SURFACE MOTION
 GT1529
 GT1529  HISTORY     - Date     Condition        Report By
 GT1529  HISTORY     - UNK      MONUMENTED       CA-019
 GT1529  HISTORY     - 1959     GOOD             NGS
 GT1529
 GT1529                          STATION DESCRIPTION
 GT1529
 GT1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1529'9.4 MI SE FROM KERMAN.
 GT1529'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1529'STATION AT KERMAN, THENCE 4.05 MILES SOUTH ALONG DICKENSON
 GT1529'AVENUE, AT THE INTERSECTION OF MUSCAT AVENUE, 28 1/2 FEET EAST
 GT1529'OF THE CENTER LINE OF DICKENSON AVENUE, 112 FEET SOUTH OF THE
 GT1529'CENTER LINE OF MUSCAT AVENUE, 2 1/2 FEET NORTHEAST OF A POWER
 GT1529'POLE, 0.5 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 GT1529'THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GT1529'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0343 ***********************************************************************
 GS0343  DESIGNATION -  1104
 GS0343  PID         -  GS0343
 GS0343  STATE/COUNTY-  CA/INYO
 GS0343  USGS QUAD   -  JAIL CANYON (1988)
 GS0343
 GS0343                         *CURRENT SURVEY CONTROL
 GS0343  ___________________________________________________________________
 GS0343* NAD 83(1986)-  36 08 50.     (N)    117 14 42.     (W)     SCALED    
 GS0343* NAVD 88     -       336.686  (meters)    1104.61   (feet)  ADJUSTED  
 GS0343  ___________________________________________________________________
 GS0343  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 GS0343  DYNAMIC HT  -         336.349 (meters)    1103.51  (feet)  COMP
 GS0343  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 GS0343
 GS0343  VERT ORDER  -  SECOND    CLASS 0
 GS0343
 GS0343.The horizontal coordinates were scaled from a topographic map and have
 GS0343.an estimated accuracy of +/- 6 seconds.
 GS0343
 GS0343.The orthometric height was determined by differential leveling
 GS0343.and adjusted in June 1991.
 GS0343
 GS0343.The geoid height was determined by GEOID03.
 GS0343
 GS0343.The dynamic height is computed by dividing the NAVD 88
 GS0343.geopotential number by the normal gravity value computed on the
 GS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0343.degrees latitude (g = 980.6199 gals.).
 GS0343
 GS0343.The modeled gravity was interpolated from observed gravity values.
 GS0343
 GS0343;                    North         East    Units  Estimated Accuracy
 GS0343;SPC CA 4     -   591,750.    2,157,930.      MT  (+/- 180 meters Scaled)
 GS0343
 GS0343                          SUPERSEDED SURVEY CONTROL
 GS0343
 GS0343  NGVD 29 (??/??/??)  335.815  (m)         1101.75   (f) ADJUSTED    2 0
 GS0343
 GS0343.Superseded values are not recommended for survey control.
 GS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0343.See file dsdata.txt to determine how the superseded data were derived.
 GS0343
 GS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA779003(NAD 83)
 GS0343_MARKER: DD = SURVEY DISK
 GS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0343_STAMPING: 1104 BBB 1907 167
 GS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0343+STABILITY: SURFACE MOTION
 GS0343
 GS0343  HISTORY     - Date     Condition        Report By
 GS0343  HISTORY     - 1907     MONUMENTED       USGS
 GS0343  HISTORY     - 1935     GOOD             NGS
 GS0343
 GS0343                          STATION DESCRIPTION
 GS0343
 GS0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GS0343'34.2 MI N FROM TRONA.
 GS0343'IN INYO COUNTY, 34.2 MILES NORTH ALONG THE STOVEPIPE WELLS
 GS0343'HOTEL ROAD FROM TRONA, SAN BERNARDINO COUNTY, 9.3 MILES NORTH
 GS0343'OF BALLARAT, ABOUT 2 MILES NORTH OF INDIAN RANCH, AND 13 FEET
 GS0343'NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 GS0343'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1104 BBB 1907 167 AND
 GS0343'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3306 ***********************************************************************
 AH3306  DESIGNATION -  1104 1
 AH3306  PID         -  AH3306
 AH3306  STATE/COUNTY-  CA/LOS ANGELES
 AH3306  USGS QUAD   -  BURBANK (1994)
 AH3306
 AH3306                         *CURRENT SURVEY CONTROL
 AH3306  ___________________________________________________________________
 AH3306* NAD 83(1986)-  34 08 59.     (N)    118 20 34.     (W)     SCALED    
 AH3306* NAVD 88     -       167.380  (meters)     549.15   (feet)  ADJUSTED  
 AH3306  ___________________________________________________________________
 AH3306  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AH3306  DYNAMIC HT  -         167.204 (meters)     548.57  (feet)  COMP
 AH3306  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 AH3306
 AH3306  VERT ORDER  -  FIRST     CLASS II
 AH3306
 AH3306.The horizontal coordinates were scaled from a topographic map and have
 AH3306.an estimated accuracy of +/- 6 seconds.
 AH3306
 AH3306.The orthometric height was determined by differential leveling
 AH3306.and adjusted in May 1999.
 AH3306
 AH3306.The geoid height was determined by GEOID03.
 AH3306
 AH3306.The dynamic height is computed by dividing the NAVD 88
 AH3306.geopotential number by the normal gravity value computed on the
 AH3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3306.degrees latitude (g = 980.6199 gals.).
 AH3306
 AH3306.The modeled gravity was interpolated from observed gravity values.
 AH3306
 AH3306;                    North         East    Units  Estimated Accuracy
 AH3306;SPC CA 5     -   572,130.    1,968,390.      MT  (+/- 180 meters Scaled)
 AH3306
 AH3306                          SUPERSEDED SURVEY CONTROL
 AH3306
 AH3306.No superseded survey control is available for this station.
 AH3306
 AH3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT762795(NAD 83)
 AH3306_MARKER: DB = BENCH MARK DISK
 AH3306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3306_SP_SET: CATCH BASIN
 AH3306_STAMPING: CITY OF BURBANK BM 1104-1
 AH3306_MARK LOGO: CA0480
 AH3306_PROJECTION: FLUSH
 AH3306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3306+STABILITY: SURFACE MOTION
 AH3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3306+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AH3306
 AH3306  HISTORY     - Date     Condition        Report By
 AH3306  HISTORY     - UNK      MONUMENTED       CA0480
 AH3306  HISTORY     - 19970422 GOOD             MWDSC
 AH3306
 AH3306                          STATION DESCRIPTION
 AH3306
 AH3306'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3306'IN THE CITY OF BURBANK, AT THE NORTHWEST CORNER OF OLIVE AVENUE AND
 AH3306'MAPLE STREET, 18.3 M (60.0 FT) NORTHWESTERLY FROM THE CENTERLINE OF
 AH3306'OLIVE AVENUE, 6.7 M (22.0 FT) WEST OF THE CENTERLINE OF MAPLE STREET,
 AH3306'STATION IS IN THE NORTHERLY END OF A 1.2 M (3.9 FT) BY 3.4 M (11.2 FT)
 AH3306'CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2405 ***********************************************************************
 GU2405  DESIGNATION -  1105 USGS
 GU2405  PID         -  GU2405
 GU2405  STATE/COUNTY-  CA/MONTEREY
 GU2405  USGS QUAD   -  COSIO KNOB (1984)
 GU2405
 GU2405                         *CURRENT SURVEY CONTROL
 GU2405  ___________________________________________________________________
 GU2405* NAD 83(1986)-  36 01 32.     (N)    121 10 41.     (W)     SCALED    
 GU2405* NAVD 88     -       337.64   (+/-2cm)    1107.7    (feet)  VERTCON   
 GU2405  ___________________________________________________________________
 GU2405  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 GU2405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2405
 GU2405.The horizontal coordinates were scaled from a topographic map and have
 GU2405.an estimated accuracy of +/- 6 seconds.
 GU2405
 GU2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2405.The vertical order pertains to the NGVD 29 superseded value.
 GU2405
 GU2405.The geoid height was determined by GEOID03.
 GU2405
 GU2405;                    North         East    Units  Estimated Accuracy
 GU2405;SPC CA 4     -   579,040.    1,803,700.      MT  (+/- 180 meters Scaled)
 GU2405
 GU2405                          SUPERSEDED SURVEY CONTROL
 GU2405
 GU2405  NGVD 29 (??/??/92)  336.718  (m)         1104.72   (f) ADJ UNCH    2 0
 GU2405
 GU2405.Superseded values are not recommended for survey control.
 GU2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2405.See file dsdata.txt to determine how the superseded data were derived.
 GU2405
 GU2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE641883(NAD 83)
 GU2405_MARKER: P = PIPE CAP
 GU2405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2405_STAMPING: 5 1105 1917
 GU2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2405
 GU2405  HISTORY     - Date     Condition        Report By
 GU2405  HISTORY     - 1917     MONUMENTED       USGS
 GU2405  HISTORY     - 1943     GOOD             NGS
 GU2405  HISTORY     - 1972     MARK NOT FOUND   PG+E
 GU2405
 GU2405                          STATION DESCRIPTION
 GU2405
 GU2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GU2405'3.7 MI N FROM JOLON.
 GU2405'ABOUT 3.7 MILES NORTH FROM JOLON ALONG THE ROAD TO KING CITY, 38
 GU2405'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING TO KING CITY,
 GU2405'36 FEET SOUTHWEST OF THE WEST HEADWALL OF A HIGHWAY CUVERT NO.
 GU2405'214 + 00.  A WITNESS POST HAS BEEN SET.
 GU2405
 GU2405                          STATION RECOVERY (1972)
 GU2405
 GU2405'RECOVERY NOTE BY PACIFIC GAS AND ELECTRIC COMPANY 1972
 GU2405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9263 ***********************************************************************
 JT9263  DESIGNATION -  1106
 JT9263  PID         -  JT9263
 JT9263  STATE/COUNTY-  CA/NAPA
 JT9263  USGS QUAD   -  NAPA (1980)
 JT9263
 JT9263                         *CURRENT SURVEY CONTROL
 JT9263  ___________________________________________________________________
 JT9263* NAD 83(1986)-  38 18 36.     (N)    122 17 04.     (W)     SCALED    
 JT9263* NAVD 88     -         6.19   (+/-2cm)      20.3    (feet)  VERTCON   
 JT9263  ___________________________________________________________________
 JT9263  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9263  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9263
 JT9263.The horizontal coordinates were scaled from a topographic map and have
 JT9263.an estimated accuracy of +/- 6 seconds.
 JT9263
 JT9263.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9263.The vertical order pertains to the NGVD 29 superseded value.
 JT9263
 JT9263.The geoid height was determined by GEOID03.
 JT9263
 JT9263;                    North         East    Units  Estimated Accuracy
 JT9263;SPC CA 2     -   571,450.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9263
 JT9263                          SUPERSEDED SURVEY CONTROL
 JT9263
 JT9263  NGVD 29 (??/??/92)    5.406  (m)           17.74   (f) ADJ UNCH    2 2
 JT9263
 JT9263.Superseded values are not recommended for survey control.
 JT9263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9263.See file dsdata.txt to determine how the superseded data were derived.
 JT9263
 JT9263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625404(NAD 83)
 JT9263_MARKER: Q = CHISELED SQUARE
 JT9263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9263_SP_SET: CATCH BASIN
 JT9263_MARK LOGO: NONE  
 JT9263_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9263
 JT9263  HISTORY     - Date     Condition        Report By
 JT9263  HISTORY     - 1971     MONUMENTED       CA2330
 JT9263
 JT9263                          STATION DESCRIPTION
 JT9263
 JT9263'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9263'AT INTERSECTION OF LINCOLN AND SOSCOL AVENUES, IN THE NORTHEAST CORNER
 JT9263'ON CB, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0143 ***********************************************************************
 FV0143  DESIGNATION -  1106 USGS
 FV0143  PID         -  FV0143
 FV0143  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0143  USGS QUAD   -  SANTA MARGARITA (1993)
 FV0143
 FV0143                         *CURRENT SURVEY CONTROL
 FV0143  ___________________________________________________________________
 FV0143* NAD 83(1986)-  35 22 36.     (N)    120 34 01.     (W)     SCALED    
 FV0143* NAVD 88     -       338.39   (+/-2cm)    1110.2    (feet)  VERTCON   
 FV0143  ___________________________________________________________________
 FV0143  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 FV0143  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0143
 FV0143.The horizontal coordinates were scaled from a topographic map and have
 FV0143.an estimated accuracy of +/- 6 seconds.
 FV0143
 FV0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0143.The vertical order pertains to the NGVD 29 superseded value.
 FV0143
 FV0143.The geoid height was determined by GEOID03.
 FV0143
 FV0143;                    North         East    Units  Estimated Accuracy
 FV0143;SPC CA 5     -   711,150.    1,766,780.      MT  (+/- 180 meters Scaled)
 FV0143
 FV0143                          SUPERSEDED SURVEY CONTROL
 FV0143
 FV0143  NGVD 29 (??/??/92)  337.495  (m)         1107.26   (f) ADJ UNCH    1 2
 FV0143
 FV0143.Superseded values are not recommended for survey control.
 FV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0143.See file dsdata.txt to determine how the superseded data were derived.
 FV0143
 FV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE210175(NAD 83)
 FV0143_MARKER: P = PIPE CAP
 FV0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0143_STAMPING: 1106
 FV0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0143
 FV0143  HISTORY     - Date     Condition        Report By
 FV0143  HISTORY     - UNK      MONUMENTED       USGS
 FV0143  HISTORY     - UNK      MARK NOT FOUND   USGS
 FV0143  HISTORY     - 1957     MARK NOT FOUND   NGS
 FV0143
 FV0143                          STATION DESCRIPTION
 FV0143
 FV0143'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 FV0143'MARK NOT FOUND.
 FV0143
 FV0143                          STATION RECOVERY (1957)
 FV0143
 FV0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FV0143'2.6 MI SE FROM SANTA MARGARITA.
 FV0143'ORIGINAL DESCRIPTION - 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 178
 FV0143'FROM SANTA MARGARITA, SAN LUIS OBISPO COUNTY, 50 FEET SOUTHEAST
 FV0143'OF A POLE PAINTED USBM, AND ON THE SOUTH SIDE OF THE HIGHWAY.
 FV0143'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1106 AND
 FV0143'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0949 ***********************************************************************
 HS0949  DESIGNATION -  1107
 HS0949  PID         -  HS0949
 HS0949  STATE/COUNTY-  CA/TUOLUMNE
 HS0949  USGS QUAD   -  MOCCASIN (1987)
 HS0949
 HS0949                         *CURRENT SURVEY CONTROL
 HS0949  ___________________________________________________________________
 HS0949* NAD 83(1986)-  37 48 37.     (N)    120 17 52.     (W)     SCALED    
 HS0949* NAVD 88     -       338.90   (+/-2cm)    1111.9    (feet)  VERTCON   
 HS0949  ___________________________________________________________________
 HS0949  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HS0949  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0949
 HS0949.The horizontal coordinates were scaled from a topographic map and have
 HS0949.an estimated accuracy of +/- 6 seconds.
 HS0949
 HS0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0949.The vertical order pertains to the NGVD 29 superseded value.
 HS0949
 HS0949.The geoid height was determined by GEOID03.
 HS0949
 HS0949;                    North         East    Units  Estimated Accuracy
 HS0949;SPC CA 3     -   645,440.    2,017,810.      MT  (+/- 180 meters Scaled)
 HS0949
 HS0949                          SUPERSEDED SURVEY CONTROL
 HS0949
 HS0949  NGVD 29 (??/??/92)  338.152  (m)         1109.42   (f) ADJ UNCH    1 2
 HS0949
 HS0949.Superseded values are not recommended for survey control.
 HS0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0949.See file dsdata.txt to determine how the superseded data were derived.
 HS0949
 HS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG378882(NAD 83)
 HS0949_MARKER: DD = SURVEY DISK
 HS0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0949_SP_SET: ANCHOR BLOCK
 HS0949_STAMPING: 1107 259
 HS0949_MARK LOGO: CA3290
 HS0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0949
 HS0949  HISTORY     - Date     Condition        Report By
 HS0949  HISTORY     - UNK      MONUMENTED       CA3290
 HS0949  HISTORY     - 1956     GOOD             CGS
 HS0949
 HS0949                          STATION DESCRIPTION
 HS0949
 HS0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0949'0.2 MI E FROM MOCCASIN.
 HS0949'0.18 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0949'THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST CORNER
 HS0949'OF THE SECOND CONCRETE ANCHOR BLOCK EAST OF THE POWERHOUSE,
 HS0949'AND ABOUT 9 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1813 ***********************************************************************
 JT1813  DESIGNATION -  1108
 JT1813  PID         -  JT1813
 JT1813  STATE/COUNTY-  CA/NAPA
 JT1813  USGS QUAD   -  NAPA (1980)
 JT1813
 JT1813                         *CURRENT SURVEY CONTROL
 JT1813  ___________________________________________________________________
 JT1813* NAD 83(1986)-  38 17 54.     (N)    122 16 49.     (W)     SCALED    
 JT1813* NAVD 88     -         5.14   (+/-2cm)      16.9    (feet)  VERTCON   
 JT1813  ___________________________________________________________________
 JT1813  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1813  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1813
 JT1813.The horizontal coordinates were scaled from a topographic map and have
 JT1813.an estimated accuracy of +/- 6 seconds.
 JT1813
 JT1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1813.The vertical order pertains to the NGVD 29 superseded value.
 JT1813
 JT1813.The geoid height was determined by GEOID03.
 JT1813
 JT1813;                    North         East    Units  Estimated Accuracy
 JT1813;SPC CA 2     -   570,160.    1,975,480.      MT  (+/- 180 meters Scaled)
 JT1813
 JT1813                          SUPERSEDED SURVEY CONTROL
 JT1813
 JT1813  NGVD 29 (??/??/92)    4.361  (m)           14.31   (f) ADJ UNCH    1 1
 JT1813
 JT1813.Superseded values are not recommended for survey control.
 JT1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1813.See file dsdata.txt to determine how the superseded data were derived.
 JT1813
 JT1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH629391(NAD 83)
 JT1813_MARKER: B = BOLT
 JT1813_SETTING: 0 = UNSPECIFIED SETTING
 JT1813_MARK LOGO: NONE  
 JT1813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1813
 JT1813  HISTORY     - Date     Condition        Report By
 JT1813  HISTORY     - 1971     MONUMENTED       CA2330
 JT1813
 JT1813                          STATION DESCRIPTION
 JT1813
 JT1813'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1813'ALONG BURNELL, 50 FT (15.2 M) SOUTH OF 3RD STREET, ON WEST SIDE, A
 JT1813'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0081 ***********************************************************************
 LU0081  DESIGNATION -  1109 USGS
 LU0081  PID         -  LU0081
 LU0081  STATE/COUNTY-  CA/SHASTA
 LU0081  USGS QUAD   -  OAK RUN (1985)
 LU0081
 LU0081                         *CURRENT SURVEY CONTROL
 LU0081  ___________________________________________________________________
 LU0081* NAD 83(1986)-  40 41 17.     (N)    122 07 12.     (W)     SCALED    
 LU0081* NAVD 88     -       338.616  (meters)    1110.94   (feet)  ADJUSTED  
 LU0081  ___________________________________________________________________
 LU0081  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 LU0081  DYNAMIC HT  -         338.435 (meters)    1110.35  (feet)  COMP
 LU0081  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 LU0081
 LU0081  VERT ORDER  -  FIRST     CLASS II
 LU0081
 LU0081.The horizontal coordinates were scaled from a topographic map and have
 LU0081.an estimated accuracy of +/- 6 seconds.
 LU0081
 LU0081.The orthometric height was determined by differential leveling
 LU0081.and adjusted in June 1991.
 LU0081
 LU0081.The geoid height was determined by GEOID03.
 LU0081
 LU0081.The dynamic height is computed by dividing the NAVD 88
 LU0081.geopotential number by the normal gravity value computed on the
 LU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0081.degrees latitude (g = 980.6199 gals.).
 LU0081
 LU0081.The modeled gravity was interpolated from observed gravity values.
 LU0081
 LU0081;                    North         East    Units  Estimated Accuracy
 LU0081;SPC CA 1     -   650,430.    1,989,860.      MT  (+/- 180 meters Scaled)
 LU0081
 LU0081                          SUPERSEDED SURVEY CONTROL
 LU0081
 LU0081  NGVD 29 (??/??/92)  337.795  (m)         1108.25   (f) ADJ UNCH    1 2
 LU0081
 LU0081.Superseded values are not recommended for survey control.
 LU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0081.See file dsdata.txt to determine how the superseded data were derived.
 LU0081
 LU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL743045(NAD 83)
 LU0081_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LU0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0081_STAMPING: 1107.980 R
 LU0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0081+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2000
 LU0081
 LU0081  HISTORY     - Date     Condition        Report By
 LU0081  HISTORY     - UNK      MONUMENTED       USGS
 LU0081  HISTORY     - 1964     GOOD             USGS
 LU0081  HISTORY     - 20001107 GOOD             CADT
 LU0081
 LU0081                          STATION DESCRIPTION
 LU0081
 LU0081'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LU0081'3.7 MI SW FROM INGOT.
 LU0081'3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM THE PUBLIC SCHOOL
 LU0081'AT INGOT, SHASTA COUNTY, THENCE 0.2 MILES SOUTHWEST ALONG THE
 LU0081'OLD HIGHWAY ALIGNMENT, AT THE MIDDLE OF AN S-CURVE OF THE
 LU0081'OLD HIGHWAY, 42 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY,
 LU0081'8.0 FEET NORTH OF A FENCE LINE, AND ABOUT 450 FEET SOUTH OF
 LU0081'THE PRESENT U.S. HIGHWAY 299.  A USGS CAP, ON A 3 1/2 INCH IRON
 LU0081'PIPE PROJECTING 11 INCHES ABOVE THE GROUND AND STAMPED 1107.980
 LU0081'R.
 LU0081
 LU0081                          STATION RECOVERY (2000)
 LU0081
 LU0081'RECOVERY NOTE BY CALTRANS 2000 (JRL)
 LU0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1017 ***********************************************************************
 FT1017  DESIGNATION -  111
 FT1017  PID         -  FT1017
 FT1017  STATE/COUNTY-  CA/KERN
 FT1017  USGS QUAD   -  MOUNTAIN SPRINGS CANYON (1982)
 FT1017
 FT1017                         *CURRENT SURVEY CONTROL
 FT1017  ___________________________________________________________________
 FT1017* NAD 83(1986)-  35 55 02.     (N)    117 37 09.     (W)     SCALED    
 FT1017* NAVD 88     -       954.193  (meters)    3130.55   (feet)  ADJUSTED  
 FT1017  ___________________________________________________________________
 FT1017  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 FT1017  DYNAMIC HT  -         953.132 (meters)    3127.07  (feet)  COMP
 FT1017  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 FT1017
 FT1017  VERT ORDER  -  FIRST     CLASS II
 FT1017
 FT1017.The horizontal coordinates were scaled from a topographic map and have
 FT1017.an estimated accuracy of +/- 6 seconds.
 FT1017
 FT1017.The orthometric height was determined by differential leveling
 FT1017.and adjusted in June 1991.
 FT1017
 FT1017.The geoid height was determined by GEOID03.
 FT1017
 FT1017.The dynamic height is computed by dividing the NAVD 88
 FT1017.geopotential number by the normal gravity value computed on the
 FT1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1017.degrees latitude (g = 980.6199 gals.).
 FT1017
 FT1017.The modeled gravity was interpolated from observed gravity values.
 FT1017
 FT1017;                    North         East    Units  Estimated Accuracy
 FT1017;SPC CA 5     -   768,220.    2,034,380.      MT  (+/- 180 meters Scaled)
 FT1017
 FT1017                          SUPERSEDED SURVEY CONTROL
 FT1017
 FT1017  NGVD 29 (??/??/92)  953.325  (m)         3127.70   (f) ADJ UNCH    1 2
 FT1017
 FT1017.Superseded values are not recommended for survey control.
 FT1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1017.See file dsdata.txt to determine how the superseded data were derived.
 FT1017
 FT1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV441749(NAD 83)
 FT1017_MARKER: DD = SURVEY DISK
 FT1017_SETTING: 80 = SET IN A BOULDER
 FT1017_SP_SET: BOULDER
 FT1017_STAMPING: BM 111 1950
 FT1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1017+STABILITY: SURFACE MOTION
 FT1017
 FT1017  HISTORY     - Date     Condition        Report By
 FT1017  HISTORY     - 1950     MONUMENTED       USN
 FT1017  HISTORY     - 1950     GOOD             NGS
 FT1017
 FT1017                          STATION DESCRIPTION
 FT1017
 FT1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT1017'19 MI NE FROM CHINA LAKE USN .
 FT1017'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION 0.5
 FT1017'MILES NORTHEAST OF DARWIN ROAD ON THE NORTH SIDE OF A SMALL
 FT1017'RAVINE RUNNING TOWARD MT. SPRINGS.  8 FEET WEST OF A WHITE
 FT1017'WITNESS POST.  THE STATION IS AN USN  BRONZE DISK SET IN A
 FT1017'GRANITE BOULDER AND STAMPED BM 111 1950.  DIRECTIONS TO REACH
 FT1017'THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT1017'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0417 ***********************************************************************
 EW0417  DESIGNATION -  111 10 LA CO
 EW0417  PID         -  EW0417
 EW0417  STATE/COUNTY-  CA/LOS ANGELES
 EW0417  USGS QUAD   -  RITTER RIDGE (1974)
 EW0417
 EW0417                         *CURRENT SURVEY CONTROL
 EW0417  ___________________________________________________________________
 EW0417* NAD 83(1986)-  34 35 43.     (N)    118 13 51.     (W)     SCALED    
 EW0417* NAVD 88     -       890.79   (+/-2cm)    2922.5    (feet)  VERTCON   
 EW0417  ___________________________________________________________________
 EW0417  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW0417  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0417
 EW0417.The horizontal coordinates were scaled from a topographic map and have
 EW0417.an estimated accuracy of +/- 6 seconds.
 EW0417
 EW0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0417.The vertical order pertains to the NGVD 29 superseded value.
 EW0417
 EW0417.The geoid height was determined by GEOID03.
 EW0417
 EW0417;                    North         East    Units  Estimated Accuracy
 EW0417;SPC CA 5     -   621,520.    1,978,830.      MT  (+/- 180 meters Scaled)
 EW0417
 EW0417                          SUPERSEDED SURVEY CONTROL
 EW0417
 EW0417  NGVD 29 (??/??/92)  889.904  (m)         2919.63   (f) ADJ UNCH    1 2
 EW0417
 EW0417.Superseded values are not recommended for survey control.
 EW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0417.See file dsdata.txt to determine how the superseded data were derived.
 EW0417
 EW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU871288(NAD 83)
 EW0417_MARKER: DD = SURVEY DISK
 EW0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0417_STAMPING: BM 111-10 1959 5869
 EW0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0417+STABILITY: SURFACE MOTION
 EW0417
 EW0417  HISTORY     - Date     Condition        Report By
 EW0417  HISTORY     - 1959     MONUMENTED       CA-037
 EW0417  HISTORY     - 1960     GOOD             NGS
 EW0417  HISTORY     - 1971     GOOD             NGS
 EW0417
 EW0417                          STATION DESCRIPTION
 EW0417
 EW0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0417'7 MI W FROM PALMDALE.
 EW0417'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0417'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 5.1 MILES WEST
 EW0417'ALONG AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, 0.1 MILE
 EW0417'EAST OF THE JUNCTION OF A DIRT ROAD NORTH, 36 1/2 FEET SOUTH
 EW0417'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF TELEPHONE POLE
 EW0417'485958H, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET
 EW0417'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0417'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0417
 EW0417                          STATION RECOVERY (1971)
 EW0417
 EW0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0418 ***********************************************************************
 EW0418  DESIGNATION -  111 11 LA CO
 EW0418  PID         -  EW0418
 EW0418  STATE/COUNTY-  CA/LOS ANGELES
 EW0418  USGS QUAD   -  RITTER RIDGE (1974)
 EW0418
 EW0418                         *CURRENT SURVEY CONTROL
 EW0418  ___________________________________________________________________
 EW0418* NAD 83(1986)-  34 35 58.     (N)    118 14 13.     (W)     SCALED    
 EW0418* NAVD 88     -       904.95   (+/-2cm)    2969.0    (feet)  VERTCON   
 EW0418  ___________________________________________________________________
 EW0418  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0418
 EW0418.The horizontal coordinates were scaled from a topographic map and have
 EW0418.an estimated accuracy of +/- 6 seconds.
 EW0418
 EW0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0418.The vertical order pertains to the NGVD 29 superseded value.
 EW0418
 EW0418.The geoid height was determined by GEOID03.
 EW0418
 EW0418;                    North         East    Units  Estimated Accuracy
 EW0418;SPC CA 5     -   621,980.    1,978,270.      MT  (+/- 180 meters Scaled)
 EW0418
 EW0418                          SUPERSEDED SURVEY CONTROL
 EW0418
 EW0418  NGVD 29 (??/??/92)  904.056  (m)         2966.06   (f) ADJ UNCH    1 2
 EW0418
 EW0418.Superseded values are not recommended for survey control.
 EW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0418.See file dsdata.txt to determine how the superseded data were derived.
 EW0418
 EW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU865293(NAD 83)
 EW0418_MARKER: DD = SURVEY DISK
 EW0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0418_STAMPING: BM 111-11 1959 5869
 EW0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0418+STABILITY: SURFACE MOTION
 EW0418
 EW0418  HISTORY     - Date     Condition        Report By
 EW0418  HISTORY     - 1959     MONUMENTED       CA-037
 EW0418  HISTORY     - 1960     GOOD             NGS
 EW0418  HISTORY     - 1971     GOOD             NGS
 EW0418
 EW0418                          STATION DESCRIPTION
 EW0418
 EW0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0418'7.4 MI W FROM PALMDALE.
 EW0418'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0418'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 5.6 MILES WEST
 EW0418'ALONG AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, 0.15 MILE
 EW0418'NORTHWEST OF CULVERT 4.41, 28 1/2 FEET NORTH-NORTHEAST OF THE
 EW0418'CENTER LINE OF THE ROAD, 24.4 FEET SOUTH-SOUTHWEST OF A FENCE,
 EW0418'2 FEET NORTH-NORTHEAST OF TELEPHONE POLE 485971H, 1.7 FEET
 EW0418'SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN
 EW0418'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0418'0.3 FOOT ABOVE THE GROUND.
 EW0418
 EW0418                          STATION RECOVERY (1971)
 EW0418
 EW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0419 ***********************************************************************
 EW0419  DESIGNATION -  111 12 LA CO
 EW0419  PID         -  EW0419
 EW0419  STATE/COUNTY-  CA/LOS ANGELES
 EW0419  USGS QUAD   -  RITTER RIDGE (1974)
 EW0419
 EW0419                         *CURRENT SURVEY CONTROL
 EW0419  ___________________________________________________________________
 EW0419* NAD 83(1986)-  34 36 05.     (N)    118 14 42.     (W)     SCALED    
 EW0419* NAVD 88     -       923.92   (+/-2cm)    3031.2    (feet)  VERTCON   
 EW0419  ___________________________________________________________________
 EW0419  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0419  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0419
 EW0419.The horizontal coordinates were scaled from a topographic map and have
 EW0419.an estimated accuracy of +/- 6 seconds.
 EW0419
 EW0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0419.The vertical order pertains to the NGVD 29 superseded value.
 EW0419
 EW0419.The geoid height was determined by GEOID03.
 EW0419
 EW0419;                    North         East    Units  Estimated Accuracy
 EW0419;SPC CA 5     -   622,200.    1,977,530.      MT  (+/- 180 meters Scaled)
 EW0419
 EW0419                          SUPERSEDED SURVEY CONTROL
 EW0419
 EW0419  NGVD 29 (??/??/92)  923.031  (m)         3028.31   (f) ADJ UNCH    1 2
 EW0419
 EW0419.Superseded values are not recommended for survey control.
 EW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0419.See file dsdata.txt to determine how the superseded data were derived.
 EW0419
 EW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU858295(NAD 83)
 EW0419_MARKER: DD = SURVEY DISK
 EW0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0419_STAMPING: BM 111-12 1959 5869
 EW0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0419+STABILITY: SURFACE MOTION
 EW0419
 EW0419  HISTORY     - Date     Condition        Report By
 EW0419  HISTORY     - 1959     MONUMENTED       CGS
 EW0419  HISTORY     - 1960     GOOD             NGS
 EW0419  HISTORY     - 1971     GOOD             NGS
 EW0419
 EW0419                          STATION DESCRIPTION
 EW0419
 EW0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0419'8 MI W FROM PALMDALE.
 EW0419'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0419'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 6.1 MILES WEST
 EW0419'ALONG AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, 32 FEET
 EW0419'SOUTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD SOUTHWEST,
 EW0419'25 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 25 FEET
 EW0419'SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 2 1/2 FEET EAST
 EW0419'OF ANGLE IN A FENCE LINE, 0.4 FOOT NORTHEAST OF A FENCE, 1.6
 EW0419'FEET SOUTHWEST OF A 2-INCH IRON PIPE WHICH PROJECTS 3 FEET
 EW0419'ABOVE THE GROUND, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT
 EW0419'1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0419'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0419
 EW0419                          STATION RECOVERY (1971)
 EW0419
 EW0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0482 ***********************************************************************
 DY0482  DESIGNATION -  111 12615
 DY0482  PID         -  DY0482
 DY0482  STATE/COUNTY-  CA/LOS ANGELES
 DY0482  USGS QUAD   -  LONG BEACH (1981)
 DY0482
 DY0482                         *CURRENT SURVEY CONTROL
 DY0482  ___________________________________________________________________
 DY0482* NAD 83(1986)-  33 48 57.     (N)    118 13 57.     (W)     SCALED    
 DY0482* NAVD 88     -         7.452  (meters)      24.45   (feet)  READJUSTED
 DY0482  ___________________________________________________________________
 DY0482  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0482  DYNAMIC HT  -           7.440 (meters)      24.41  (feet)  COMP
 DY0482  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 DY0482
 DY0482  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0482
 DY0482.The horizontal coordinates were scaled from a topographic map and have
 DY0482.an estimated accuracy of +/- 6 seconds.
 DY0482
 DY0482.The orthometric height was determined by differential leveling
 DY0482.and adjusted in February 1993.
 DY0482.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0482.distribution rate of 0.0 thru 1.0 mm/km.
 DY0482.The height was derived from older observations constrained to new
 DY0482.heights in a crustal motion area.  The height is approximate in
 DY0482.relation to other heights in its vicinity.
 DY0482
 DY0482.The geoid height was determined by GEOID03.
 DY0482
 DY0482.The dynamic height is computed by dividing the NAVD 88
 DY0482.geopotential number by the normal gravity value computed on the
 DY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0482.degrees latitude (g = 980.6199 gals.).
 DY0482
 DY0482.The modeled gravity was interpolated from observed gravity values.
 DY0482
 DY0482;                    North         East    Units  Estimated Accuracy
 DY0482;SPC CA 5     -   535,060.    1,978,470.      MT  (+/- 180 meters Scaled)
 DY0482
 DY0482                          SUPERSEDED SURVEY CONTROL
 DY0482
 DY0482.No superseded survey control is available for this station.
 DY0482
 DY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859424(NAD 83)
 DY0482_MARKER: DD = SURVEY DISK
 DY0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0482_SP_SET: BRIDGE
 DY0482_STAMPING: BM 111-12615 1964
 DY0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0482
 DY0482  HISTORY     - Date     Condition        Report By
 DY0482  HISTORY     - 1964     MONUMENTED       CA-037
 DY0482  HISTORY     - 1970     GOOD             NGS
 DY0482  HISTORY     - 1978     GOOD             NGS
 DY0482  HISTORY     - 19890330 MARK NOT FOUND   NGS
 DY0482
 DY0482                          STATION DESCRIPTION
 DY0482
 DY0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DY0482'NEAR DOMINGUEZ.
 DY0482'LA COUNTY SOUTH OF DOMINGUEZ, 0.7 MI S OF THE SAN DIEGO FREEWAY,
 DY0482'ALAMEDA STREET AND DOMINGUEZ CHANNEL, ON THE SOUTHERN PACIFIC
 DY0482'RR RIGHT OF WAY, IN THE TOP OF THE HEADWALL AT THE NW CORNER OF
 DY0482'THE BRIDGE OVER THE CHANNEL FOR THE E RR TRACK.
 DY0482
 DY0482                          STATION RECOVERY (1978)
 DY0482
 DY0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0482'RECOVERED IN GOOD CONDITION.
 DY0482
 DY0482                          STATION RECOVERY (1989)
 DY0482
 DY0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0482'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0483 ***********************************************************************
 DY0483  DESIGNATION -  111 12620 LACFCD
 DY0483  PID         -  DY0483
 DY0483  STATE/COUNTY-  CA/LOS ANGELES
 DY0483  USGS QUAD   -  LONG BEACH (1981)
 DY0483
 DY0483                         *CURRENT SURVEY CONTROL
 DY0483  ___________________________________________________________________
 DY0483* NAD 83(1986)-  33 48 55.     (N)    118 13 55.     (W)     SCALED    
 DY0483* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 DY0483  ___________________________________________________________________
 DY0483  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0483  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0483
 DY0483.The horizontal coordinates were scaled from a topographic map and have
 DY0483.an estimated accuracy of +/- 6 seconds.
 DY0483
 DY0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0483.The vertical order pertains to the NGVD 29 superseded value.
 DY0483
 DY0483.The geoid height was determined by GEOID03.
 DY0483
 DY0483;                    North         East    Units  Estimated Accuracy
 DY0483;SPC CA 5     -   535,000.    1,978,520.      MT  (+/- 180 meters Scaled)
 DY0483
 DY0483                          SUPERSEDED SURVEY CONTROL
 DY0483
 DY0483  NGVD 29 (??/??/92)    6.81   (m)           22.3    (f) COMPUTED    1 1
 DY0483
 DY0483.Superseded values are not recommended for survey control.
 DY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0483.See file dsdata.txt to determine how the superseded data were derived.
 DY0483
 DY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859423(NAD 83)
 DY0483_MARKER: DD = SURVEY DISK
 DY0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0483_SP_SET: BRIDGE
 DY0483_STAMPING: BM 111-12620 1964
 DY0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0483
 DY0483  HISTORY     - Date     Condition        Report By
 DY0483  HISTORY     - 1964     MONUMENTED       CA-037
 DY0483  HISTORY     - 1970     GOOD             NGS
 DY0483  HISTORY     - 1978     GOOD             NGS
 DY0483
 DY0483                          STATION DESCRIPTION
 DY0483
 DY0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DY0483'NEAR DOMINGUEZ.
 DY0483'LA COUNTY SOUTH OF DOMINGUEZ, 0.7 MI S OF THE SAN DIEGO FREEWAY,
 DY0483'ALAMEDA STREET AND DOMINGUEZ CHANNEL, IN THE TOP OF THE CONCRETE
 DY0483'HEADWALL AT THE SW CORNER OF THE BRIDGE OVER THE CHANNEL FOR
 DY0483'THE W RAILROAD TRACKS.
 DY0483
 DY0483                          STATION RECOVERY (1978)
 DY0483
 DY0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0460 ***********************************************************************
 EW0460  DESIGNATION -  111 13 LA CO
 EW0460  PID         -  EW0460
 EW0460  STATE/COUNTY-  CA/LOS ANGELES
 EW0460  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0460
 EW0460                         *CURRENT SURVEY CONTROL
 EW0460  ___________________________________________________________________
 EW0460* NAD 83(1986)-  34 36 19.     (N)    118 15 09.     (W)     SCALED    
 EW0460* NAVD 88     -       922.53   (+/-2cm)    3026.7    (feet)  VERTCON   
 EW0460  ___________________________________________________________________
 EW0460  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0460  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0460
 EW0460.The horizontal coordinates were scaled from a topographic map and have
 EW0460.an estimated accuracy of +/- 6 seconds.
 EW0460
 EW0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0460.The vertical order pertains to the NGVD 29 superseded value.
 EW0460
 EW0460.The geoid height was determined by GEOID03.
 EW0460
 EW0460;                    North         East    Units  Estimated Accuracy
 EW0460;SPC CA 5     -   622,630.    1,976,840.      MT  (+/- 180 meters Scaled)
 EW0460
 EW0460                          SUPERSEDED SURVEY CONTROL
 EW0460
 EW0460  NGVD 29 (??/??/92)  921.632  (m)         3023.72   (f) ADJ UNCH    1 2
 EW0460
 EW0460.Superseded values are not recommended for survey control.
 EW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0460.See file dsdata.txt to determine how the superseded data were derived.
 EW0460
 EW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU851299(NAD 83)
 EW0460_MARKER: DD = SURVEY DISK
 EW0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0460_STAMPING: 111-13 1959 5869
 EW0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0460+STABILITY: SURFACE MOTION
 EW0460
 EW0460  HISTORY     - Date     Condition        Report By
 EW0460  HISTORY     - 1959     MONUMENTED       CA-037
 EW0460  HISTORY     - 1960     GOOD             NGS
 EW0460  HISTORY     - 1971     GOOD             NGS
 EW0460
 EW0460                          STATION DESCRIPTION
 EW0460
 EW0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0460'8.5 MI W FROM PALMDALE.
 EW0460'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN PACIFIC
 EW0460'RAILROAD STATION AT PALMDALE, THENCE 6.65 MILES WEST ALONG
 EW0460'AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, 5.35 MILES
 EW0460'SOUTHWEST OF QUARTZ HILL, 21 FEET SOUTH-SOUTHWEST OF THE CENTER
 EW0460'LINE OF THE ROAD, 52 FEET EAST-SOUTHEAST OF POWER POLE 574543E,
 EW0460'31 FEET SOUTHEAST OF THE SOUTH END OF THE CENTER OF 18-INCH
 EW0460'PIPE CULVERT 5.64 UNDER THE ROAD, 1.3 FEET SOUTH-SOUTHWEST
 EW0460'OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 EW0460'GROUND, 1.0 FOOT EAST-SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 EW0460'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0460'0.2 FOOT ABOVE THE GROUND.
 EW0460
 EW0460                          STATION RECOVERY (1971)
 EW0460
 EW0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0459 ***********************************************************************
 EW0459  DESIGNATION -  111 14 LA CO
 EW0459  PID         -  EW0459
 EW0459  STATE/COUNTY-  CA/LOS ANGELES
 EW0459  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0459
 EW0459                         *CURRENT SURVEY CONTROL
 EW0459  ___________________________________________________________________
 EW0459* NAD 83(1986)-  34 36 30.     (N)    118 15 30.     (W)     SCALED    
 EW0459* NAVD 88     -       932.39   (+/-2cm)    3059.0    (feet)  VERTCON   
 EW0459  ___________________________________________________________________
 EW0459  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0459  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0459
 EW0459.The horizontal coordinates were scaled from a topographic map and have
 EW0459.an estimated accuracy of +/- 6 seconds.
 EW0459
 EW0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0459.The vertical order pertains to the NGVD 29 superseded value.
 EW0459
 EW0459.The geoid height was determined by GEOID03.
 EW0459
 EW0459;                    North         East    Units  Estimated Accuracy
 EW0459;SPC CA 5     -   622,970.    1,976,310.      MT  (+/- 180 meters Scaled)
 EW0459
 EW0459                          SUPERSEDED SURVEY CONTROL
 EW0459
 EW0459  NGVD 29 (??/??/92)  931.492  (m)         3056.07   (f) ADJ UNCH    1 2
 EW0459
 EW0459.Superseded values are not recommended for survey control.
 EW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0459.See file dsdata.txt to determine how the superseded data were derived.
 EW0459
 EW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU846303(NAD 83)
 EW0459_MARKER: DD = SURVEY DISK
 EW0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0459_STAMPING: B.M. 111-14 1959 5869
 EW0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0459+STABILITY: SURFACE MOTION
 EW0459
 EW0459  HISTORY     - Date     Condition        Report By
 EW0459  HISTORY     - 1959     MONUMENTED       CA-037
 EW0459  HISTORY     - 1964     GOOD             NGS
 EW0459
 EW0459                          STATION DESCRIPTION
 EW0459
 EW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0459'4.95 MI SW FROM QUARTZ HILL.
 EW0459'0.8 MILE SOUTH ALONG 50TH STREET WEST FROM THE QUARTZ HILL SCHOOL AT
 EW0459'QUARTZ HILL, THENCE 1.0 MILE WEST ALONG AVENUE N, THENCE 3.15 MILES
 EW0459'SW ALONG GODDE HILL ROAD, 56 FEET NW OF THE CENTER OF THE JUNCTION OF
 EW0459'ELIZABETH LAKE-PINE CANYON ROAD, 66 FEET WEST OF THE CENTERLINE OF
 EW0459'GODDE HILL ROAD, 22 FEET NORTH OF THE CENTER LINE OF ELIZABETH LAKE-
 EW0459'PINE CANYON ROAD, 5.2 FEET SOUTH OF A FENCE, 2 FEET NORTH OF TELE-
 EW0459'PHONE POLE 673463H, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET
 EW0459'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECT-
 EW0459'ING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0665 ***********************************************************************
 EW0665  DESIGNATION -  111 32 LA CO
 EW0665  PID         -  EW0665
 EW0665  STATE/COUNTY-  CA/LOS ANGELES
 EW0665  USGS QUAD   -  LAKE HUGHES (1995)
 EW0665
 EW0665                         *CURRENT SURVEY CONTROL
 EW0665  ___________________________________________________________________
 EW0665* NAD 83(1986)-  34 40 07.     (N)    118 23 42.     (W)     SCALED    
 EW0665* NAVD 88     -      1005.89   (+/-2cm)    3300.2    (feet)  VERTCON   
 EW0665  ___________________________________________________________________
 EW0665  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0665  VERT ORDER  -  THIRD (See Below)
 EW0665
 EW0665.The horizontal coordinates were scaled from a topographic map and have
 EW0665.an estimated accuracy of +/- 6 seconds.
 EW0665
 EW0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0665.The vertical order pertains to the NGVD 29 superseded value.
 EW0665
 EW0665.The geoid height was determined by GEOID03.
 EW0665
 EW0665;                    North         East    Units  Estimated Accuracy
 EW0665;SPC CA 5     -   629,700.    1,963,800.      MT  (+/- 180 meters Scaled)
 EW0665
 EW0665                          SUPERSEDED SURVEY CONTROL
 EW0665
 EW0665  NGVD 29 (??/??/??) 1004.99   (m)         3297.2    (f) RESET       3  
 EW0665
 EW0665.Superseded values are not recommended for survey control.
 EW0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0665.See file dsdata.txt to determine how the superseded data were derived.
 EW0665
 EW0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU721371(NAD 83)
 EW0665_MARKER: DD = SURVEY DISK
 EW0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0665_STAMPING: 111-32 1960 5869
 EW0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0665+STABILITY: SURFACE MOTION
 EW0665
 EW0665  HISTORY     - Date     Condition        Report By
 EW0665  HISTORY     - 1960     MONUMENTED       CA-037
 EW0665  HISTORY     - 1964     GOOD             NGS
 EW0665
 EW0665                          STATION DESCRIPTION
 EW0665
 EW0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0665'2.7 MI E FROM LAKE HUGHES.
 EW0665'2.7 MILES EAST ALONG ELIZABETH LAKE ROAD FROM THE POST OFFICE AT
 EW0665'LAKE HUGHES, AT THE SOUTHEAST POINT OF A TRIANGLE FORMED BY THE
 EW0665'JUNCTION OF MUNZ RANCH ROAD, 70 FEET NORTH OF THE CENTER LINE OF THE
 EW0665'ROAD, 30 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE EAST ROAD
 EW0665'OF THE TRIANGLE, 2 1/2 FEET NORTHEAST OF POWER LINE POLE 2917, 2.5
 EW0665'FEET SOUTHWEST OF AN IRON PIPE WITNESS POST, ABOUT 3 1/2 FEET
 EW0665'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0665'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0667 ***********************************************************************
 EW0667  DESIGNATION -  111 33 LA CO
 EW0667  PID         -  EW0667
 EW0667  STATE/COUNTY-  CA/LOS ANGELES
 EW0667  USGS QUAD   -  LAKE HUGHES (1995)
 EW0667
 EW0667                         *CURRENT SURVEY CONTROL
 EW0667  ___________________________________________________________________
 EW0667* NAD 83(1986)-  34 40 06.     (N)    118 24 10.     (W)     SCALED    
 EW0667* NAVD 88     -      1008.53   (+/-2cm)    3308.8    (feet)  VERTCON   
 EW0667  ___________________________________________________________________
 EW0667  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0667  VERT ORDER  -  THIRD (See Below)
 EW0667
 EW0667.The horizontal coordinates were scaled from a topographic map and have
 EW0667.an estimated accuracy of +/- 6 seconds.
 EW0667
 EW0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0667.The vertical order pertains to the NGVD 29 superseded value.
 EW0667
 EW0667.The geoid height was determined by GEOID03.
 EW0667
 EW0667;                    North         East    Units  Estimated Accuracy
 EW0667;SPC CA 5     -   629,670.    1,963,090.      MT  (+/- 180 meters Scaled)
 EW0667
 EW0667                          SUPERSEDED SURVEY CONTROL
 EW0667
 EW0667  NGVD 29 (??/??/??) 1007.63   (m)         3305.9    (f) RESET       3  
 EW0667
 EW0667.Superseded values are not recommended for survey control.
 EW0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0667.See file dsdata.txt to determine how the superseded data were derived.
 EW0667
 EW0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU714371(NAD 83)
 EW0667_MARKER: DD = SURVEY DISK
 EW0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0667_STAMPING: BM 111-33 1960 5869
 EW0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0667+STABILITY: SURFACE MOTION
 EW0667
 EW0667  HISTORY     - Date     Condition        Report By
 EW0667  HISTORY     - 1960     MONUMENTED       CA-037
 EW0667  HISTORY     - 1964     GOOD             NGS
 EW0667
 EW0667                          STATION DESCRIPTION
 EW0667
 EW0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0667'2.3 MI E FROM LAKE HUGHES.
 EW0667'2.3 MILES EAST ALONG ELIZABETH LAKE ROAD FROM THE POST OFFICE AT
 EW0667'LAKE HUGHES, AT THE JUNCTION OF PORTAL RIDGE ROAD NORTH, 34 FEET
 EW0667'NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF THE CENTER
 EW0667'LINE OF PORTAL RIDGE ROAD, 10 FEET NORTH OF POWER POLE 1184025E, 31
 EW0667'FEET WEST OF THE CENTER OF THE NORTH END OF PIPE CULVERT 17.81, 1.9
 EW0667'FEET NORTH OF AN IRON WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 EW0667'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW0667'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0669 ***********************************************************************
 EW0669  DESIGNATION -  111 35 LA CO
 EW0669  PID         -  EW0669
 EW0669  STATE/COUNTY-  CA/LOS ANGELES
 EW0669  USGS QUAD   -  LAKE HUGHES (1995)
 EW0669
 EW0669                         *CURRENT SURVEY CONTROL
 EW0669  ___________________________________________________________________
 EW0669* NAD 83(1986)-  34 40 13.     (N)    118 25 12.     (W)     SCALED    
 EW0669* NAVD 88     -      1002.93   (+/-2cm)    3290.4    (feet)  VERTCON   
 EW0669  ___________________________________________________________________
 EW0669  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0669  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0669
 EW0669.The horizontal coordinates were scaled from a topographic map and have
 EW0669.an estimated accuracy of +/- 6 seconds.
 EW0669
 EW0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0669.The vertical order pertains to the NGVD 29 superseded value.
 EW0669
 EW0669.The geoid height was determined by GEOID03.
 EW0669
 EW0669;                    North         East    Units  Estimated Accuracy
 EW0669;SPC CA 5     -   629,890.    1,961,510.      MT  (+/- 180 meters Scaled)
 EW0669
 EW0669                          SUPERSEDED SURVEY CONTROL
 EW0669
 EW0669  NGVD 29 (??/??/92) 1002.031  (m)         3287.50   (f) ADJ UNCH    1 1
 EW0669
 EW0669.Superseded values are not recommended for survey control.
 EW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0669.See file dsdata.txt to determine how the superseded data were derived.
 EW0669
 EW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699373(NAD 83)
 EW0669_MARKER: DB = BENCH MARK DISK
 EW0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0669_STAMPING: 111-35 BM 1960 5869
 EW0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0669+STABILITY: SURFACE MOTION
 EW0669
 EW0669  HISTORY     - Date     Condition        Report By
 EW0669  HISTORY     - 1960     MONUMENTED       CA-037
 EW0669  HISTORY     - 1964     GOOD             NGS
 EW0669  HISTORY     - 1971     GOOD             NGS
 EW0669
 EW0669                          STATION DESCRIPTION
 EW0669
 EW0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0669'1.2 MI E FROM LAKE HUGHES.
 EW0669'1.25 MILES EAST ALONG ELIZABETH LAKE ROAD FROM THE POST OFFICE AT
 EW0669'LAKE HUGHES, 0.1 MILE WEST OF THE JUNCTION OF CHAPARRAL ROAD
 EW0669'LEADING NORTH, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 75.5
 EW0669'FEET WEST OF THE NORTH ONE OF 2 POST SUPPORTING A LEAVING LAKE
 EW0669'HUGHES MTN. RESORT SIGN, 41 FEET EAST-NORTHEAST OF THE CENTER OF THE
 EW0669'NORTH END 18-INCH CULVERT 18.85, 6 1/2 FEET NORTH OF TELEPHONE POLE
 EW0669'110-61 WITH A GUY WIRE, 2.0 FEET SOUTH OF A GUY WIRE ANCHOR, 0.8
 EW0669'FOOT NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 EW0669'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 EW0669'GROUND.
 EW0669
 EW0669                          STATION RECOVERY (1971)
 EW0669
 EW0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0402 ***********************************************************************
 EW0402  DESIGNATION -  111 4 LA CO
 EW0402  PID         -  EW0402
 EW0402  STATE/COUNTY-  CA/LOS ANGELES
 EW0402  USGS QUAD   -  RITTER RIDGE (1974)
 EW0402
 EW0402                         *CURRENT SURVEY CONTROL
 EW0402  ___________________________________________________________________
 EW0402* NAD 83(1986)-  34 35 01.     (N)    118 10 57.     (W)     SCALED    
 EW0402* NAVD 88     -       846.00   (+/-2cm)    2775.6    (feet)  VERTCON   
 EW0402  ___________________________________________________________________
 EW0402  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0402  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0402
 EW0402.The horizontal coordinates were scaled from a topographic map and have
 EW0402.an estimated accuracy of +/- 6 seconds.
 EW0402
 EW0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0402.The vertical order pertains to the NGVD 29 superseded value.
 EW0402
 EW0402.The geoid height was determined by GEOID03.
 EW0402
 EW0402;                    North         East    Units  Estimated Accuracy
 EW0402;SPC CA 5     -   620,210.    1,983,260.      MT  (+/- 180 meters Scaled)
 EW0402
 EW0402                          SUPERSEDED SURVEY CONTROL
 EW0402
 EW0402  NGVD 29 (??/??/92)  845.124  (m)         2772.71   (f) ADJ UNCH    1 1
 EW0402
 EW0402.Superseded values are not recommended for survey control.
 EW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0402.See file dsdata.txt to determine how the superseded data were derived.
 EW0402
 EW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU915275(NAD 83)
 EW0402_MARKER: DB = BENCH MARK DISK
 EW0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0402_STAMPING: BM 111-4 1959 5869
 EW0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0402+STABILITY: SURFACE MOTION
 EW0402
 EW0402  HISTORY     - Date     Condition        Report By
 EW0402  HISTORY     - 1959     MONUMENTED       CA-037
 EW0402  HISTORY     - 1960     GOOD             NGS
 EW0402  HISTORY     - 1971     GOOD             NGS
 EW0402
 EW0402                          STATION DESCRIPTION
 EW0402
 EW0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0402'4 MI W FROM PALMDALE.
 EW0402'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0402'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 2.1 MILES WEST ALONG
 EW0402'AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, AT THE CROSSING
 EW0402'OF A POWER LINE, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 EW0402'5 FEET NORTHEAST OF A FENCE CORNER, 4.0 FEET NORTH OF A FENCE,
 EW0402'3 FEET EAST OF POWER POLE 574481E, 1.4 FEET NORTH OF A WITNESS
 EW0402'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 EW0402'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0402
 EW0402                          STATION RECOVERY (1971)
 EW0402
 EW0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0404 ***********************************************************************
 EW0404  DESIGNATION -  111 5 LA CO
 EW0404  PID         -  EW0404
 EW0404  STATE/COUNTY-  CA/LOS ANGELES
 EW0404  USGS QUAD   -  RITTER RIDGE (1974)
 EW0404
 EW0404                         *CURRENT SURVEY CONTROL
 EW0404  ___________________________________________________________________
 EW0404* NAD 83(1986)-  34 35 09.     (N)    118 11 27.     (W)     SCALED    
 EW0404* NAVD 88     -       854.32   (+/-2cm)    2802.9    (feet)  VERTCON   
 EW0404  ___________________________________________________________________
 EW0404  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0404  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0404
 EW0404.The horizontal coordinates were scaled from a topographic map and have
 EW0404.an estimated accuracy of +/- 6 seconds.
 EW0404
 EW0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0404.The vertical order pertains to the NGVD 29 superseded value.
 EW0404
 EW0404.The geoid height was determined by GEOID03.
 EW0404
 EW0404;                    North         East    Units  Estimated Accuracy
 EW0404;SPC CA 5     -   620,460.    1,982,490.      MT  (+/- 180 meters Scaled)
 EW0404
 EW0404                          SUPERSEDED SURVEY CONTROL
 EW0404
 EW0404  NGVD 29 (??/??/92)  853.446  (m)         2800.01   (f) ADJ UNCH    1 2
 EW0404
 EW0404.Superseded values are not recommended for survey control.
 EW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0404.See file dsdata.txt to determine how the superseded data were derived.
 EW0404
 EW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU907277(NAD 83)
 EW0404_MARKER: DD = SURVEY DISK
 EW0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0404_STAMPING: BM 111-5 1959 5869
 EW0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0404+STABILITY: SURFACE MOTION
 EW0404
 EW0404  HISTORY     - Date     Condition        Report By
 EW0404  HISTORY     - 1959     MONUMENTED       CA-037
 EW0404  HISTORY     - 1960     GOOD             NGS
 EW0404  HISTORY     - 1971     GOOD             NGS
 EW0404
 EW0404                          STATION DESCRIPTION
 EW0404
 EW0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0404'4.4 MI W FROM PALMDALE.
 EW0404'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0404'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 2.6 MILES WEST ALONG
 EW0404'AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, 0.4 MILE EAST OF
 EW0404'A WOODEN BRIDGE ACROSS AMAIGOSA CREEK, 46 1/2 FEET NORTH OF THE
 EW0404'CENTER LINE OF THE ROAD, 148 1/2 FEET WEST-NORTHWEST OF THE
 EW0404'CENTER OF THE NORTH END OF 24-INCH PIPE CULVERT 1.56 UNDER THE
 EW0404'ROAD, 44 FEET WEST OF POWER POLE 574488E WITH THREE GUY WIRES,
 EW0404'0.8 FOOT SOUTH OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST,
 EW0404'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0404'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0404
 EW0404                          STATION RECOVERY (1971)
 EW0404
 EW0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3043 ***********************************************************************
 EW3043  DESIGNATION -  111 62 LA CO
 EW3043  PID         -  EW3043
 EW3043  STATE/COUNTY-  CA/LOS ANGELES
 EW3043  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3043
 EW3043                         *CURRENT SURVEY CONTROL
 EW3043  ___________________________________________________________________
 EW3043* NAD 83(1986)-  34 46 34.     (N)    118 35 22.     (W)     SCALED    
 EW3043* NAVD 88     -       930.10   (+/-2cm)    3051.5    (feet)  VERTCON   
 EW3043  ___________________________________________________________________
 EW3043  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3043  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3043
 EW3043.The horizontal coordinates were scaled from a topographic map and have
 EW3043.an estimated accuracy of +/- 6 seconds.
 EW3043
 EW3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3043.The vertical order pertains to the NGVD 29 superseded value.
 EW3043
 EW3043.The geoid height was determined by GEOID03.
 EW3043
 EW3043;                    North         East    Units  Estimated Accuracy
 EW3043;SPC CA 5     -   641,710.    1,946,050.      MT  (+/- 180 meters Scaled)
 EW3043
 EW3043                          SUPERSEDED SURVEY CONTROL
 EW3043
 EW3043  NGVD 29 (??/??/92)  929.208  (m)         3048.58   (f) ADJ UNCH    1 1
 EW3043
 EW3043.Superseded values are not recommended for survey control.
 EW3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3043.See file dsdata.txt to determine how the superseded data were derived.
 EW3043
 EW3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU545493(NAD 83)
 EW3043_MARKER: DD = SURVEY DISK
 EW3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3043_STAMPING: BM
 EW3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3043+STABILITY: SURFACE MOTION
 EW3043
 EW3043  HISTORY     - Date     Condition        Report By
 EW3043  HISTORY     - UNK      MONUMENTED       CA-037
 EW3043  HISTORY     - 1971     GOOD             NGS
 EW3043
 EW3043                          STATION DESCRIPTION
 EW3043
 EW3043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3043'11.3 MI NE FROM QUAIL LAKE FIRE STATION.
 EW3043'2.25 MILES NORTHWEST ALONG THE OLD RIDGE ROUTE HIGHWAY FROM THE
 EW3043'LOS ANGELES COUNTY QUAIL LAKE FIRE STATION, THENCE 9.05 MILES
 EW3043'EAST ALONG STATE HIGHWAY 138, AT THE SOUTHEAST CORNER OF THE
 EW3043'JUNCTION OF 260TH STREET WEST (A THREE POINT JUNCTION), 90 1/2
 EW3043'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF
 EW3043'THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF POWER POLE
 EW3043'1200372E, 2.2 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 EW3043'THAN THE ROAD AND 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 EW3043'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EW3043'GROUND.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0414 ***********************************************************************
 EW0414  DESIGNATION -  111 7 LA CO
 EW0414  PID         -  EW0414
 EW0414  STATE/COUNTY-  CA/LOS ANGELES
 EW0414  USGS QUAD   -  RITTER RIDGE (1974)
 EW0414
 EW0414                         *CURRENT SURVEY CONTROL
 EW0414  ___________________________________________________________________
 EW0414* NAD 83(1986)-  34 35 26.     (N)    118 12 06.     (W)     SCALED    
 EW0414* NAVD 88     -       862.95   (+/-2cm)    2831.2    (feet)  VERTCON   
 EW0414  ___________________________________________________________________
 EW0414  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0414  VERT ORDER  -  THIRD (See Below)
 EW0414
 EW0414.The horizontal coordinates were scaled from a topographic map and have
 EW0414.an estimated accuracy of +/- 6 seconds.
 EW0414
 EW0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0414.The vertical order pertains to the NGVD 29 superseded value.
 EW0414
 EW0414.The geoid height was determined by GEOID03.
 EW0414
 EW0414;                    North         East    Units  Estimated Accuracy
 EW0414;SPC CA 5     -   620,990.    1,981,500.      MT  (+/- 180 meters Scaled)
 EW0414
 EW0414                          SUPERSEDED SURVEY CONTROL
 EW0414
 EW0414  NGVD 29 (??/??/??)  862.08   (m)         2828.3    (f) RESET       3  
 EW0414
 EW0414.Superseded values are not recommended for survey control.
 EW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0414.See file dsdata.txt to determine how the superseded data were derived.
 EW0414
 EW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU898282(NAD 83)
 EW0414_MARKER: DD = SURVEY DISK
 EW0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0414_STAMPING: BM 111-7 1959 5869
 EW0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0414+STABILITY: SURFACE MOTION
 EW0414
 EW0414  HISTORY     - Date     Condition        Report By
 EW0414  HISTORY     - 1959     MONUMENTED       CA-037
 EW0414  HISTORY     - 1960     GOOD             NGS
 EW0414  HISTORY     - 1971     MARK NOT FOUND   NGS
 EW0414
 EW0414                          STATION DESCRIPTION
 EW0414
 EW0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0414'5.2 MI W FROM PALMDALE.
 EW0414'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0414'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 3.3 MILES WEST
 EW0414'ALONG AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, AT THE JUNCTION
 EW0414'OF A DIRT ROAD LEADING SOUTH ACROSS A CREEK, 71 1/2 FEET SOUTH
 EW0414'OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF THE CENTER LINE
 EW0414'OF THE DIRT ROAD, 16 FEET WEST OF THE WEST END OF A GATE, 12
 EW0414'FEET SOUTHWEST OF THE SOUTH END OF THE SOUTHWEST CONCRETE
 EW0414'WING WALL OF A TRIPLE 36-INCH PIPE CULVERT UNDER THE DIRT ROAD,
 EW0414'2.2 FEET SOUTH OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST,
 EW0414'ABOUT 1 FOOT HIGHER THAN THE MAIN ROAD, AND SET IN THE TOP OF
 EW0414'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW0414
 EW0414                          STATION RECOVERY (1971)
 EW0414
 EW0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0488 ***********************************************************************
 DY0488  DESIGNATION -  111 8 A
 DY0488  PID         -  DY0488
 DY0488  STATE/COUNTY-  CA/LOS ANGELES
 DY0488  USGS QUAD   -  LONG BEACH (1981)
 DY0488
 DY0488                         *CURRENT SURVEY CONTROL
 DY0488  ___________________________________________________________________
 DY0488* NAD 83(1986)-  33 48 29.     (N)    118 14 06.     (W)     SCALED    
 DY0488* NAVD 88     -         6.503  (meters)      21.34   (feet)  READJUSTED
 DY0488  ___________________________________________________________________
 DY0488  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0488  DYNAMIC HT  -           6.500 (meters)      21.33  (feet)  COMP
 DY0488  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 DY0488
 DY0488  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0488
 DY0488.The horizontal coordinates were scaled from a topographic map and have
 DY0488.an estimated accuracy of +/- 6 seconds.
 DY0488
 DY0488.The orthometric height was determined by differential leveling
 DY0488.and adjusted in February 1993.
 DY0488.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0488.distribution rate of 0.0 thru 1.0 mm/km.
 DY0488.The height was derived from older observations constrained to new
 DY0488.heights in a crustal motion area.  The height is approximate in
 DY0488.relation to other heights in its vicinity.
 DY0488
 DY0488.The geoid height was determined by GEOID03.
 DY0488
 DY0488.The dynamic height is computed by dividing the NAVD 88
 DY0488.geopotential number by the normal gravity value computed on the
 DY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0488.degrees latitude (g = 980.6199 gals.).
 DY0488
 DY0488.The modeled gravity was interpolated from observed gravity values.
 DY0488
 DY0488;                    North         East    Units  Estimated Accuracy
 DY0488;SPC CA 5     -   534,200.    1,978,240.      MT  (+/- 180 meters Scaled)
 DY0488
 DY0488                          SUPERSEDED SURVEY CONTROL
 DY0488
 DY0488.No superseded survey control is available for this station.
 DY0488
 DY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT856415(NAD 83)
 DY0488_MARKER: DD = SURVEY DISK
 DY0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0488_STAMPING: BM 111-8A
 DY0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0488+STABILITY: SURFACE MOTION
 DY0488
 DY0488  HISTORY     - Date     Condition        Report By
 DY0488  HISTORY     - UNK      MONUMENTED       CA-037
 DY0488  HISTORY     - 1955     GOOD             NGS
 DY0488  HISTORY     - 1968     GOOD             CA-037
 DY0488  HISTORY     - 1978     GOOD             NGS
 DY0488  HISTORY     - 19890330 MARK NOT FOUND   NGS
 DY0488
 DY0488                          STATION DESCRIPTION
 DY0488
 DY0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0488'0.9 MI N FROM WEST THENARD.
 DY0488'0.9 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DY0488'WEST THENARD TOWER, AT WATSON, AT THE CROSSING OF EAST SEPULVEDA
 DY0488'BOULEVARD, 81.9 FEET NORTH OF THE CENTER LINE OF THE BOULEVARD,
 DY0488'46.9 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 4.8 FEET
 DY0488'SOUTH OF THE CENTER OF SOUTHERN CALIFORNIA GAS COMPANY CIRCULAR
 DY0488'STEEL PLATE S 37, 2.2 FEET WEST OF THE WEST CURB OF ALAMEDA
 DY0488'STREET, 1.9 FEET NORTHEAST OF STEEL STOP LIGHT AND STREET SIGN
 DY0488'POLE, ABOUT 3 FEET LOWER THAN THE TRACK, FLUSH WITH THE GROUND,
 DY0488'AND SET IN THE TOP OF A CONCRETE POST.
 DY0488
 DY0488                          STATION RECOVERY (1968)
 DY0488
 DY0488'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0488'RECOVERED IN GOOD CONDITION.
 DY0488
 DY0488                          STATION RECOVERY (1978)
 DY0488
 DY0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0488'RECOVERED IN GOOD CONDITION.
 DY0488
 DY0488                          STATION RECOVERY (1989)
 DY0488
 DY0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0415 ***********************************************************************
 EW0415  DESIGNATION -  111 8 LA CO
 EW0415  PID         -  EW0415
 EW0415  STATE/COUNTY-  CA/LOS ANGELES
 EW0415  USGS QUAD   -  RITTER RIDGE (1974)
 EW0415
 EW0415                         *CURRENT SURVEY CONTROL
 EW0415  ___________________________________________________________________
 EW0415* NAD 83(1986)-  34 35 29.     (N)    118 12 34.     (W)     SCALED    
 EW0415* NAVD 88     -       869.67   (+/-2cm)    2853.2    (feet)  VERTCON   
 EW0415  ___________________________________________________________________
 EW0415  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0415
 EW0415.The horizontal coordinates were scaled from a topographic map and have
 EW0415.an estimated accuracy of +/- 6 seconds.
 EW0415
 EW0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0415.The vertical order pertains to the NGVD 29 superseded value.
 EW0415
 EW0415.The geoid height was determined by GEOID03.
 EW0415
 EW0415;                    North         East    Units  Estimated Accuracy
 EW0415;SPC CA 5     -   621,080.    1,980,790.      MT  (+/- 180 meters Scaled)
 EW0415
 EW0415                          SUPERSEDED SURVEY CONTROL
 EW0415
 EW0415  NGVD 29 (??/??/92)  868.783  (m)         2850.33   (f) ADJ UNCH    1 2
 EW0415
 EW0415.Superseded values are not recommended for survey control.
 EW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0415.See file dsdata.txt to determine how the superseded data were derived.
 EW0415
 EW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU890283(NAD 83)
 EW0415_MARKER: DD = SURVEY DISK
 EW0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0415_STAMPING: BM 111-8 1959 5869
 EW0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0415+STABILITY: SURFACE MOTION
 EW0415
 EW0415  HISTORY     - Date     Condition        Report By
 EW0415  HISTORY     - 1959     MONUMENTED       CA-037
 EW0415  HISTORY     - 1960     GOOD             NGS
 EW0415  HISTORY     - 1971     GOOD             NGS
 EW0415
 EW0415                          STATION DESCRIPTION
 EW0415
 EW0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0415'6 MI W FROM PALMDALE.
 EW0415'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0415'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 3.8 MILES WEST
 EW0415'ALONG AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, 0.25 MILE
 EW0415'WEST OF THE JUNCTION OF A DRIVEWAY LEADING SOUTH ACROSS A BRIDGE
 EW0415'TO A HOUSE, 37 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 EW0415'20 FEET SOUTH OF TELEPHONE POLE 485930H, 3 1/2 FEET WEST OF A
 EW0415'TELEPHONE POLE, 3.9 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 EW0415'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 EW0415'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0415
 EW0415                          STATION RECOVERY (1971)
 EW0415
 EW0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0487 ***********************************************************************
 DY0487  DESIGNATION -  111 8 LACFCD
 DY0487  PID         -  DY0487
 DY0487  STATE/COUNTY-  CA/LOS ANGELES
 DY0487  USGS QUAD   -  LONG BEACH (1981)
 DY0487
 DY0487                         *CURRENT SURVEY CONTROL
 DY0487  ___________________________________________________________________
 DY0487* NAD 83(1986)-  33 48 30.     (N)    118 14 03.     (W)     SCALED    
 DY0487* NAVD 88     -         6.01   (+/-2cm)      19.7    (feet)  VERTCON   
 DY0487  ___________________________________________________________________
 DY0487  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0487  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0487
 DY0487.The horizontal coordinates were scaled from a topographic map and have
 DY0487.an estimated accuracy of +/- 6 seconds.
 DY0487
 DY0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0487.The vertical order pertains to the NGVD 29 superseded value.
 DY0487
 DY0487.The geoid height was determined by GEOID03.
 DY0487
 DY0487;                    North         East    Units  Estimated Accuracy
 DY0487;SPC CA 5     -   534,230.    1,978,320.      MT  (+/- 180 meters Scaled)
 DY0487
 DY0487                          SUPERSEDED SURVEY CONTROL
 DY0487
 DY0487  NGVD 29 (??/??/92)    5.226  (m)           17.15   (f) ADJ UNCH    1 2
 DY0487
 DY0487.Superseded values are not recommended for survey control.
 DY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0487.See file dsdata.txt to determine how the superseded data were derived.
 DY0487
 DY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT857415(NAD 83)
 DY0487_MARKER: DD = SURVEY DISK
 DY0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0487_SP_SET: BRIDGE
 DY0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0487
 DY0487  HISTORY     - Date     Condition        Report By
 DY0487  HISTORY     - UNK      MONUMENTED       CA-037
 DY0487  HISTORY     - 1931     GOOD             NGS
 DY0487  HISTORY     - 1955     MARK NOT FOUND   NGS
 DY0487
 DY0487                          STATION DESCRIPTION
 DY0487
 DY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DY0487'AT WATSON.
 DY0487'300 FEET NORTH OF WILLOW BLVD. ON ALAMEDA BLVD. AT NORTHEAST
 DY0487'CORNER OF CONCRETE BRIDGE OVER NIGGER SLOUGH.  2 FEET SOUTH
 DY0487'OF NORTH END OF BRIDGE.  BRONZE TABLET SET HORIZONTAL IN CONCRETE
 DY0487'BRIDGE.
 DY0487
 DY0487                          STATION RECOVERY (1955)
 DY0487
 DY0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DY0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0416 ***********************************************************************
 EW0416  DESIGNATION -  111 9 LA CO
 EW0416  PID         -  EW0416
 EW0416  STATE/COUNTY-  CA/LOS ANGELES
 EW0416  USGS QUAD   -  RITTER RIDGE (1974)
 EW0416
 EW0416                         *CURRENT SURVEY CONTROL
 EW0416  ___________________________________________________________________
 EW0416* NAD 83(1986)-  34 35 40.     (N)    118 13 18.     (W)     SCALED    
 EW0416* NAVD 88     -       886.64   (+/-2cm)    2908.9    (feet)  VERTCON   
 EW0416  ___________________________________________________________________
 EW0416  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0416  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0416
 EW0416.The horizontal coordinates were scaled from a topographic map and have
 EW0416.an estimated accuracy of +/- 6 seconds.
 EW0416
 EW0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0416.The vertical order pertains to the NGVD 29 superseded value.
 EW0416
 EW0416.The geoid height was determined by GEOID03.
 EW0416
 EW0416;                    North         East    Units  Estimated Accuracy
 EW0416;SPC CA 5     -   621,420.    1,979,670.      MT  (+/- 180 meters Scaled)
 EW0416
 EW0416                          SUPERSEDED SURVEY CONTROL
 EW0416
 EW0416  NGVD 29 (??/??/92)  885.753  (m)         2906.01   (f) ADJ UNCH    1 2
 EW0416
 EW0416.Superseded values are not recommended for survey control.
 EW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0416.See file dsdata.txt to determine how the superseded data were derived.
 EW0416
 EW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU879287(NAD 83)
 EW0416_MARKER: DD = SURVEY DISK
 EW0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0416_STAMPING: BM 111-9 1959 5869
 EW0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0416+STABILITY: SURFACE MOTION
 EW0416
 EW0416  HISTORY     - Date     Condition        Report By
 EW0416  HISTORY     - 1959     MONUMENTED       CA-037
 EW0416  HISTORY     - 1960     GOOD             NGS
 EW0416  HISTORY     - 1971     GOOD             NGS
 EW0416
 EW0416                          STATION DESCRIPTION
 EW0416
 EW0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0416'6.4 MI W FROM PALMDALE.
 EW0416'1.85 MILES WEST ALONG PALMDALE BOULEVARD FROM THE SOUTHERN
 EW0416'PACIFIC RAILROAD STATION AT PALMDALE, THENCE 4.55 MILES WEST
 EW0416'ALONG AVENUE Q AND ELIZABETH LAKE-PINE CANYON ROAD, AT THE
 EW0416'CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 63 FEET
 EW0416'NORTH OF THE CENTER LINE OF THE ROAD, 157 FEET NORTHEAST OF
 EW0416'THE EAST END OF A STEEL GATE ACROSS A DIRT ROAD NORTH, 158
 EW0416'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD NORTH, 66 FEET
 EW0416'NORTHWEST OF THE NORTH CONCRETE HEAD WALL OF CULVERT 3.54 UNDER
 EW0416'THE ROAD, 2 1/2 FEET SOUTH OF POWER POLE 574515E, 1.8 FEET
 EW0416'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE MAIN ROAD, AND
 EW0416'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW0416'THE GROUND.
 EW0416
 EW0416                          STATION RECOVERY (1971)
 EW0416
 EW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0357 ***********************************************************************
 KT0357  DESIGNATION -  111 B USGS
 KT0357  PID         -  KT0357
 KT0357  STATE/COUNTY-  CA/GLENN
 KT0357  USGS QUAD   -  LOGANDALE (1973)
 KT0357
 KT0357                         *CURRENT SURVEY CONTROL
 KT0357  ___________________________________________________________________
 KT0357* NAD 83(1986)-  39 28 45.     (N)    122 11 34.     (W)     SCALED    
 KT0357* NAVD 88     -        34.87   (+/-2cm)     114.4    (feet)  VERTCON   
 KT0357  ___________________________________________________________________
 KT0357  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 KT0357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0357
 KT0357.The horizontal coordinates were scaled from a topographic map and have
 KT0357.an estimated accuracy of +/- 6 seconds.
 KT0357
 KT0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0357.The vertical order pertains to the NGVD 29 superseded value.
 KT0357
 KT0357.The geoid height was determined by GEOID03.
 KT0357
 KT0357;                    North         East    Units  Estimated Accuracy
 KT0357;SPC CA 2     -   701,220.    1,983,420.      MT  (+/- 180 meters Scaled)
 KT0357
 KT0357                          SUPERSEDED SURVEY CONTROL
 KT0357
 KT0357  NGVD 29 (??/??/92)   34.13   (m)          112.0    (f) COMPUTED    2 0
 KT0357
 KT0357.Superseded values are not recommended for survey control.
 KT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0357.See file dsdata.txt to determine how the superseded data were derived.
 KT0357
 KT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694702(NAD 83)
 KT0357_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0357_STAMPING: 111 B
 KT0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0357
 KT0357  HISTORY     - Date     Condition        Report By
 KT0357  HISTORY     - UNK      MONUMENTED       USGS
 KT0357  HISTORY     - 1949     GOOD             NGS
 KT0357  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0357
 KT0357                          STATION DESCRIPTION
 KT0357
 KT0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0357'2.8 MI S FROM WILLOWS.
 KT0357'2.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KT0357'FROM THE STATION AT WILLOWS, GLENN COUNTY, 64 FEET SOUTHWEST
 KT0357'OF MILEPOST 147, 58 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 KT0357'99 W, AND 52 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 KT0357'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 111 B AND
 KT0357'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 KT0357
 KT0357                          STATION RECOVERY (1967)
 KT0357
 KT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0201 ***********************************************************************
 MW0201  DESIGNATION -  111 GWM
 MW0201  PID         -  MW0201
 MW0201  STATE/COUNTY-  CA/SISKIYOU
 MW0201  USGS QUAD   -  CALDWELL BUTTE (1993)
 MW0201
 MW0201                         *CURRENT SURVEY CONTROL
 MW0201  ___________________________________________________________________
 MW0201* NAD 83(1986)-  41 42 15.     (N)    121 28 37.     (W)     SCALED    
 MW0201* NAVD 88     -      1375.747  (meters)    4513.60   (feet)  ADJUSTED  
 MW0201  ___________________________________________________________________
 MW0201  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 MW0201  DYNAMIC HT  -        1374.827 (meters)    4510.58  (feet)  COMP
 MW0201  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 MW0201
 MW0201  VERT ORDER  -  SECOND    CLASS 0
 MW0201
 MW0201.The horizontal coordinates were scaled from a topographic map and have
 MW0201.an estimated accuracy of +/- 6 seconds.
 MW0201
 MW0201.The orthometric height was determined by differential leveling
 MW0201.and adjusted in June 1991.
 MW0201
 MW0201.The geoid height was determined by GEOID03.
 MW0201
 MW0201.The dynamic height is computed by dividing the NAVD 88
 MW0201.geopotential number by the normal gravity value computed on the
 MW0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0201.degrees latitude (g = 980.6199 gals.).
 MW0201
 MW0201.The modeled gravity was interpolated from observed gravity values.
 MW0201
 MW0201;                    North         East    Units  Estimated Accuracy
 MW0201;SPC CA 1     -   763,390.    2,043,540.      MT  (+/- 180 meters Scaled)
 MW0201
 MW0201                          SUPERSEDED SURVEY CONTROL
 MW0201
 MW0201  NGVD 29 (??/??/??) 1374.638  (m)         4509.96   (f) ADJUSTED    2 0
 MW0201
 MW0201.Superseded values are not recommended for survey control.
 MW0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0201.See file dsdata.txt to determine how the superseded data were derived.
 MW0201
 MW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM267180(NAD 83)
 MW0201_MARKER: DD = SURVEY DISK
 MW0201_SETTING: 80 = SET IN A BOULDER
 MW0201_STAMPING: 111 GWM 1949 4510 FT
 MW0201_MARK LOGO: USGS  
 MW0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0201+STABILITY: SURFACE MOTION
 MW0201
 MW0201  HISTORY     - Date     Condition        Report By
 MW0201  HISTORY     - 1949     MONUMENTED       USGS
 MW0201  HISTORY     - 1954     GOOD             CGS
 MW0201
 MW0201                          STATION DESCRIPTION
 MW0201
 MW0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0201'2 MI SE FROM INDIAN WELLS.
 MW0201'2.0 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INDIAN WELLS RANGER
 MW0201'STATION, 0.2 MILE EAST OF VALENTINE CAVE ROAD, AT THE APPROXIMATE
 MW0201'CENTER OF A CURVE IN THE ROAD, IN THE TOP AND EAST SIDE OF A
 MW0201'4- BY 4-FOOT LAVA BOULDER MARKED BY WHITE PAINTED LETTERS PBM,
 MW0201'90 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 32 1/4 FEET
 MW0201'SOUTH OF AN 18-INCH JUNIPER TREE, 2 FEET HIGHER THAN THE GROUND,
 MW0201'AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0078 ***********************************************************************
 HS0078  DESIGNATION -  111 USGS
 HS0078  PID         -  HS0078
 HS0078  STATE/COUNTY-  CA/STANISLAUS
 HS0078  USGS QUAD   -  WESTLEY (1991)
 HS0078
 HS0078                         *CURRENT SURVEY CONTROL
 HS0078  ___________________________________________________________________
 HS0078* NAD 83(1986)-  37 30 27.     (N)    121 09 13.     (W)     SCALED    
 HS0078* NAVD 88     -        34.29   (+/-2cm)     112.5    (feet)  VERTCON   
 HS0078  ___________________________________________________________________
 HS0078  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HS0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0078
 HS0078.The horizontal coordinates were scaled from a topographic map and have
 HS0078.an estimated accuracy of +/- 6 seconds.
 HS0078
 HS0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0078.The vertical order pertains to the NGVD 29 superseded value.
 HS0078
 HS0078.The geoid height was determined by GEOID03.
 HS0078
 HS0078;                    North         East    Units  Estimated Accuracy
 HS0078;SPC CA 3     -   612,020.    1,942,210.      MT  (+/- 180 meters Scaled)
 HS0078
 HS0078                          SUPERSEDED SURVEY CONTROL
 HS0078
 HS0078  NGVD 29 (??/??/92)   33.55   (m)          110.1    (f) COMPUTED    1 2
 HS0078
 HS0078.Superseded values are not recommended for survey control.
 HS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0078.See file dsdata.txt to determine how the superseded data were derived.
 HS0078
 HS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG631527(NAD 83)
 HS0078_MARKER: P = PIPE CAP
 HS0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0078_STAMPING: 111 G CAL 1909
 HS0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0078
 HS0078  HISTORY     - Date     Condition        Report By
 HS0078  HISTORY     - 1909     MONUMENTED       USGS
 HS0078  HISTORY     - 1947     GOOD             NGS
 HS0078  HISTORY     - 1958     MARK NOT FOUND   NGS
 HS0078
 HS0078                          STATION DESCRIPTION
 HS0078
 HS0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HS0078'2.9 MI NW FROM PATTERSON.
 HS0078'ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 HS0078'FROM THE STATION AT PATTERSON, SET JUST SOUTH OF A GROUP OF STOCK
 HS0078'BARNS, 37 FEET EAST OF THE EAST RAIL OF THE TRACK, 24 FEET WEST
 HS0078'OF THE CENTER LINE OF STATE HIGHWAY NO. 33.  A CAP RIVETED ON
 HS0078'THE TOP OF AN IRON PIPE PROJECTING 1.5 FOOT ABOVE THE GROUND.
 HS0078
 HS0078                          STATION RECOVERY (1958)
 HS0078
 HS0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HS0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0664 ***********************************************************************
 GU0664  DESIGNATION -  111.51 USBR
 GU0664  PID         -  GU0664
 GU0664  STATE/COUNTY-  CA/FRESNO
 GU0664  USGS QUAD   -  FIREBAUGH (1984)
 GU0664
 GU0664                         *CURRENT SURVEY CONTROL
 GU0664  ___________________________________________________________________
 GU0664* NAD 83(1986)-  36 49 39.     (N)    120 26 06.     (W)     SCALED    
 GU0664* NAVD 88     -        49.68   (+/-2cm)     163.0    (feet)  VERTCON   
 GU0664  ___________________________________________________________________
 GU0664  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GU0664  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0664
 GU0664.The horizontal coordinates were scaled from a topographic map and have
 GU0664.an estimated accuracy of +/- 6 seconds.
 GU0664
 GU0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0664.The vertical order pertains to the NGVD 29 superseded value.
 GU0664
 GU0664.The geoid height was determined by GEOID03.
 GU0664
 GU0664;                    North         East    Units  Estimated Accuracy
 GU0664;SPC CA 4     -   666,750.    1,871,990.      MT  (+/- 180 meters Scaled)
 GU0664
 GU0664                          SUPERSEDED SURVEY CONTROL
 GU0664
 GU0664  NGVD 29 (??/??/92)   48.973  (m)          160.67   (f) ADJ UNCH    1 2
 GU0664
 GU0664.Superseded values are not recommended for survey control.
 GU0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0664.See file dsdata.txt to determine how the superseded data were derived.
 GU0664
 GU0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF287788(NAD 83)
 GU0664_MARKER: DD = SURVEY DISK
 GU0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0664_SP_SET: CURBING
 GU0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0664
 GU0664  HISTORY     - Date     Condition        Report By
 GU0664  HISTORY     - UNK      MONUMENTED       BOR
 GU0664  HISTORY     - 1955     GOOD             NGS
 GU0664  HISTORY     - 1972     GOOD             NGS
 GU0664
 GU0664                          STATION DESCRIPTION
 GU0664
 GU0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0664'2.7 MI SE FROM FIREBAUGH.
 GU0664'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU0664'FROM THE STATION AT FIREBAUGH, THENCE 0.6 MILE SOUTHEAST ALONG
 GU0664'A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU0664'CANAL, AT THE INTERSECTION OF A GRAVELED ROAD, AT CONCRETE
 GU0664'BRIDGE 111.51 OVER THE CANAL, IN THE TOP OF THE SOUTHWEST END
 GU0664'OF THE NORTHWEST CONCRETE CURBING, 15 1/2 FEET NORTHWEST OF THE
 GU0664'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 GU0664
 GU0664                          STATION RECOVERY (1972)
 GU0664
 GU0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0043 ***********************************************************************
 GU0043  DESIGNATION -  111.66 L USBR
 GU0043  PID         -  GU0043
 GU0043  STATE/COUNTY-  CA/FRESNO
 GU0043  USGS QUAD   -  CHANEY RANCH (1971)
 GU0043
 GU0043                         *CURRENT SURVEY CONTROL
 GU0043  ___________________________________________________________________
 GU0043* NAD 83(1986)-  36 40 28.     (N)    120 32 18.     (W)     SCALED    
 GU0043* NAVD 88     -       103.16   (+/-2cm)     338.5    (feet)  VERTCON   
 GU0043  ___________________________________________________________________
 GU0043  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0043  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0043
 GU0043.The horizontal coordinates were scaled from a topographic map and have
 GU0043.an estimated accuracy of +/- 6 seconds.
 GU0043
 GU0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0043.The vertical order pertains to the NGVD 29 superseded value.
 GU0043
 GU0043.The geoid height was determined by GEOID03.
 GU0043
 GU0043;                    North         East    Units  Estimated Accuracy
 GU0043;SPC CA 4     -   649,910.    1,862,500.      MT  (+/- 180 meters Scaled)
 GU0043
 GU0043                          SUPERSEDED SURVEY CONTROL
 GU0043
 GU0043  NGVD 29 (??/??/92)  102.38   (m)          335.9    (f) COMPUTED    1 1
 GU0043
 GU0043.Superseded values are not recommended for survey control.
 GU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0043.See file dsdata.txt to determine how the superseded data were derived.
 GU0043
 GU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF199615(NAD 83)
 GU0043_MARKER: DD = SURVEY DISK
 GU0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0043_SP_SET: AQUEDUCT LINING
 GU0043_STAMPING: SF 516 L 111.66
 GU0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0043
 GU0043  HISTORY     - Date     Condition        Report By
 GU0043  HISTORY     - UNK      MONUMENTED       BOR
 GU0043  HISTORY     - 1969     GOOD             NGS
 GU0043
 GU0043                          STATION DESCRIPTION
 GU0043
 GU0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0043'25 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0043'24.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0043'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 GU0043'OF THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0043'LEVEE ROAD, 0.9 FOOT SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0044 ***********************************************************************
 GU0044  DESIGNATION -  111.91 L
 GU0044  PID         -  GU0044
 GU0044  STATE/COUNTY-  CA/FRESNO
 GU0044  USGS QUAD   -  CHANEY RANCH (1971)
 GU0044
 GU0044                         *CURRENT SURVEY CONTROL
 GU0044  ___________________________________________________________________
 GU0044* NAD 83(1986)-  36 40 20.     (N)    120 32 14.     (W)     SCALED    
 GU0044* NAVD 88     -       105.202  (meters)     345.15   (feet)  ADJUSTED  
 GU0044  ___________________________________________________________________
 GU0044  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0044  DYNAMIC HT  -         105.113 (meters)     344.86  (feet)  COMP
 GU0044  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 GU0044
 GU0044  VERT ORDER  -  FIRST     CLASS I
 GU0044
 GU0044.The horizontal coordinates were scaled from a topographic map and have
 GU0044.an estimated accuracy of +/- 6 seconds.
 GU0044
 GU0044.The orthometric height was determined by differential leveling
 GU0044.and adjusted in June 1991.
 GU0044
 GU0044.The geoid height was determined by GEOID03.
 GU0044
 GU0044.The dynamic height is computed by dividing the NAVD 88
 GU0044.geopotential number by the normal gravity value computed on the
 GU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0044.degrees latitude (g = 980.6199 gals.).
 GU0044
 GU0044.The modeled gravity was interpolated from observed gravity values.
 GU0044
 GU0044;                    North         East    Units  Estimated Accuracy
 GU0044;SPC CA 4     -   649,670.    1,862,600.      MT  (+/- 180 meters Scaled)
 GU0044
 GU0044                          SUPERSEDED SURVEY CONTROL
 GU0044
 GU0044  NGVD 29 (??/??/92)  104.446  (m)          342.67   (f) ADJ UNCH    1 1
 GU0044
 GU0044.Superseded values are not recommended for survey control.
 GU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0044.See file dsdata.txt to determine how the superseded data were derived.
 GU0044
 GU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF200613(NAD 83)
 GU0044_MARKER: DD = SURVEY DISK
 GU0044_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU0044_SP_SET: CURB
 GU0044_STAMPING: 111.91 L
 GU0044_MARK LOGO: BOR   
 GU0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0044+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 GU0044
 GU0044  HISTORY     - Date     Condition        Report By
 GU0044  HISTORY     - UNK      MONUMENTED       BOR
 GU0044  HISTORY     - 1967     GOOD             NGS
 GU0044  HISTORY     - 1975     GOOD             NGS
 GU0044  HISTORY     - 19891129 GOOD             NGS
 GU0044
 GU0044                          STATION DESCRIPTION
 GU0044
 GU0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0044'25.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0044'25.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0044'AMIGOS PUMP PLANT, IN R13E T14S, SECTION 34, 2.9 MILES NORTHEAST
 GU0044'ALONG PANOCHE ROAD FROM THE PANOCHE SUBSTATION, 0.2 MILE
 GU0044'NORTHEAST OF BENCH MARK GWM 14 (USGS), IN THE TOP AND 1.5 FEET
 GU0044'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE CURB
 GU0044'OF PANOCHE ROAD BRIDGE OVER THE AQUEDUCT, 17 FEET NORTHWEST
 GU0044'OF THE CENTER LINE OF PANOCHE ROAD, 1.0 FOOT SOUTHEAST OF THE
 GU0044'NORTHWEST GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 GU0044
 GU0044                          STATION RECOVERY (1975)
 GU0044
 GU0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0044'RECOVERED IN GOOD CONDITION.
 GU0044
 GU0044                          STATION RECOVERY (1989)
 GU0044
 GU0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0484 ***********************************************************************
 DY0484  DESIGNATION -  111.93
 DY0484  PID         -  DY0484
 DY0484  STATE/COUNTY-  CA/LOS ANGELES
 DY0484  USGS QUAD   -  LONG BEACH (1981)
 DY0484
 DY0484                         *CURRENT SURVEY CONTROL
 DY0484  ___________________________________________________________________
 DY0484* NAD 83(1986)-  33 48 54.     (N)    118 13 56.     (W)     SCALED    
 DY0484* NAVD 88     -         6.683  (meters)      21.93   (feet)  ADJUSTED  
 DY0484  ___________________________________________________________________
 DY0484  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0484  DYNAMIC HT  -           6.676 (meters)      21.90  (feet)  COMP
 DY0484  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DY0484
 DY0484  VERT ORDER  -  FIRST     CLASS I
 DY0484
 DY0484.The horizontal coordinates were scaled from a topographic map and have
 DY0484.an estimated accuracy of +/- 6 seconds.
 DY0484
 DY0484.The orthometric height was determined by differential leveling
 DY0484.and adjusted in June 1995.
 DY0484
 DY0484.The geoid height was determined by GEOID03.
 DY0484
 DY0484.The dynamic height is computed by dividing the NAVD 88
 DY0484.geopotential number by the normal gravity value computed on the
 DY0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0484.degrees latitude (g = 980.6199 gals.).
 DY0484
 DY0484.The modeled gravity was interpolated from observed gravity values.
 DY0484
 DY0484;                    North         East    Units  Estimated Accuracy
 DY0484;SPC CA 5     -   534,970.    1,978,500.      MT  (+/- 180 meters Scaled)
 DY0484
 DY0484                          SUPERSEDED SURVEY CONTROL
 DY0484
 DY0484  NAVD 88 (06/15/91)    6.691  (m)           21.95   (f) UNKNOWN     1 1
 DY0484
 DY0484.Superseded values are not recommended for survey control.
 DY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0484.See file dsdata.txt to determine how the superseded data were derived.
 DY0484
 DY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859423(NAD 83)
 DY0484_MARKER: DD = SURVEY DISK
 DY0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0484_SP_SET: WINGWALL
 DY0484_STAMPING: BM 111.93 1960
 DY0484_MARK LOGO: LACFCD
 DY0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0484+STABILITY: SURFACE MOTION
 DY0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0484+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0484
 DY0484  HISTORY     - Date     Condition        Report By
 DY0484  HISTORY     - 1960     MONUMENTED       CA-037
 DY0484  HISTORY     - 1964     GOOD             NGS
 DY0484  HISTORY     - 1968     GOOD             CA-037
 DY0484  HISTORY     - 19890330 GOOD             NGS
 DY0484  HISTORY     - 19940728 GOOD             NGS
 DY0484
 DY0484                          STATION DESCRIPTION
 DY0484
 DY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY0484'1.4 MI N FROM WEST THANARD.
 DY0484'1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DY0484'FROM WEST THANARD TOWER, IN THE TOP OF THE SOUTH CONCRETE
 DY0484'ABUTMENT OF ALAMEDA STREET BRIDGE B-1113 OVER DOMINGUEZ CHANNEL,
 DY0484'4.0 FEET EAST OF THE EAST CURB OF THE STREET, 0.6 FOOT SOUTH OF
 DY0484'THE SOUTH END OF THE EAST CONCRETE WALKWAY, 0.7 FOOT WEST OF THE
 DY0484'EAST METAL GUARDRAIL, AND ABOUT 0.8 FOOT HIGHER THAN THE STREET.
 DY0484
 DY0484                          STATION RECOVERY (1968)
 DY0484
 DY0484'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0484'RECOVERED IN GOOD CONDITION.
 DY0484
 DY0484                          STATION RECOVERY (1989)
 DY0484
 DY0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0484'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM
 DY0484'(0.50 MI) NORTHERLY ALONG ALAMEDA STREET FROM THE JUNCTION OF
 DY0484'SEPULVEDA BOULEVARD IN CARSON, IN THE SOUTHEAST CONCRETE WINGWALL OF
 DY0484'THE STREET BRIDGE SPANNING DOMINGUEZ CHANNEL, 8.8 M (28.9 FT) EAST OF
 DY0484'THE CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 0.3 M (1.0 FT)
 DY0484'ABOVE THE LEVEL OF THE STREET, AND 0.25 M (0.8 FT) WEST OF A
 DY0484'GUARDRAIL POST.
 DY0484
 DY0484                          STATION RECOVERY (1994)
 DY0484
 DY0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0484'IN CARSON, AT 23208 ALAMEDA STREET, IN THE SOUTH ABUTMENT WINGWALL OF
 DY0484'THE STREET BRIDGE SPANNING THE DOMINGUEZ CHANNEL, 9.4 M (30.8 FT)
 DY0484'NORTH OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE
 DY0484'TEXACO SULFUR RECOVERY PLANT AT 23208 ALAMEDA STREET, 8.7 M (28.5 FT)
 DY0484'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 4.2 M
 DY0484'(13.8 FT) WEST OF THE EAST END OF THE WINGWALL, AND 0.3 M (1.0 FT)
 DY0484'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0039 ***********************************************************************
 GU0039  DESIGNATION -  111.93 L
 GU0039  PID         -  GU0039
 GU0039  STATE/COUNTY-  CA/FRESNO
 GU0039  USGS QUAD   -  CHANEY RANCH (1971)
 GU0039
 GU0039                         *CURRENT SURVEY CONTROL
 GU0039  ___________________________________________________________________
 GU0039* NAD 83(1986)-  36 40 19.     (N)    120 32 13.     (W)     SCALED    
 GU0039* NAVD 88     -       103.11   (+/-2cm)     338.3    (feet)  VERTCON   
 GU0039  ___________________________________________________________________
 GU0039  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0039  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0039
 GU0039.The horizontal coordinates were scaled from a topographic map and have
 GU0039.an estimated accuracy of +/- 6 seconds.
 GU0039
 GU0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0039.The vertical order pertains to the NGVD 29 superseded value.
 GU0039
 GU0039.The geoid height was determined by GEOID03.
 GU0039
 GU0039;                    North         East    Units  Estimated Accuracy
 GU0039;SPC CA 4     -   649,630.    1,862,620.      MT  (+/- 180 meters Scaled)
 GU0039
 GU0039                          SUPERSEDED SURVEY CONTROL
 GU0039
 GU0039  NGVD 29 (??/??/92)  102.331  (m)          335.73   (f) ADJ UNCH    1 1
 GU0039
 GU0039.Superseded values are not recommended for survey control.
 GU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0039.See file dsdata.txt to determine how the superseded data were derived.
 GU0039
 GU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF201613(NAD 83)
 GU0039_MARKER: DD = SURVEY DISK
 GU0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0039_SP_SET: HEADWALL
 GU0039_STAMPING: 111.93 L
 GU0039_MARK LOGO: BOR   
 GU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0039+STABILITY: SURFACE MOTION
 GU0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0039+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0039
 GU0039  HISTORY     - Date     Condition        Report By
 GU0039  HISTORY     - UNK      MONUMENTED       BOR
 GU0039  HISTORY     - 1967     GOOD             NGS
 GU0039  HISTORY     - 1975     GOOD             NGS
 GU0039  HISTORY     - 19881201 GOOD             NGS
 GU0039
 GU0039                          STATION DESCRIPTION
 GU0039
 GU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0039'25.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0039'25.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0039'AMIGOS PUMP PLANT, IN R13E T14S, SECTION 34, IN THE TOP OF THE
 GU0039'CENTER OF A CONCRETE GRATE DECK FOR A TURNOUT STRUCTURE, 27 FEET
 GU0039'SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.5
 GU0039'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF
 GU0039'THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0039
 GU0039                          STATION RECOVERY (1975)
 GU0039
 GU0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0039'RECOVERED IN GOOD CONDITION.
 GU0039
 GU0039                          STATION RECOVERY (1988)
 GU0039
 GU0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1276 ***********************************************************************
 FU1276  DESIGNATION -  1110 B USGS
 FU1276  PID         -  FU1276
 FU1276  STATE/COUNTY-  CA/KERN
 FU1276  USGS QUAD   -  WEST ELK HILLS (1973)
 FU1276
 FU1276                         *CURRENT SURVEY CONTROL
 FU1276  ___________________________________________________________________
 FU1276* NAD 83(1986)-  35 18 12.     (N)    119 37 28.     (W)     SCALED    
 FU1276* NAVD 88     -       339.20   (+/-2cm)    1112.9    (feet)  VERTCON   
 FU1276  ___________________________________________________________________
 FU1276  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 FU1276  VERT ORDER  -  THIRD (See Below)
 FU1276
 FU1276.The horizontal coordinates were scaled from a topographic map and have
 FU1276.an estimated accuracy of +/- 6 seconds.
 FU1276
 FU1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1276.The vertical order pertains to the NGVD 29 superseded value.
 FU1276
 FU1276.The geoid height was determined by GEOID03.
 FU1276
 FU1276;                    North         East    Units  Estimated Accuracy
 FU1276;SPC CA 5     -   701,230.    1,852,270.      MT  (+/- 180 meters Scaled)
 FU1276
 FU1276                          SUPERSEDED SURVEY CONTROL
 FU1276
 FU1276  NGVD 29 (??/??/??)  338.38   (m)         1110.2    (f) RESET       3  
 FU1276
 FU1276.Superseded values are not recommended for survey control.
 FU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1276.See file dsdata.txt to determine how the superseded data were derived.
 FU1276
 FU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV613098(NAD 83)
 FU1276_MARKER: P = PIPE CAP
 FU1276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1276
 FU1276  HISTORY     - Date     Condition        Report By
 FU1276  HISTORY     - UNK      MONUMENTED       USGS
 FU1276  HISTORY     - 1947     MARK NOT FOUND   NGS
 FU1276  HISTORY     - 1975     MARK NOT FOUND   NGS
 FU1276
 FU1276                          STATION DESCRIPTION
 FU1276
 FU1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FU1276'AT MC KITTRICK.
 FU1276'AT EAST EDGE OF SCHOOLHOUSE (DESTROYED), 50 YARDS SOUTH OF A
 FU1276'POWER LINE POLE, 60 FEET EAST OF FOUNDATION OF DESTROYED SCHOOL
 FU1276'BUILDING.  A THREE-INCH CAP RIVETED ON AN IRON PIPE.
 FU1276
 FU1276                          STATION RECOVERY (1975)
 FU1276
 FU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0472 ***********************************************************************
 JT0472  DESIGNATION -  1111
 JT0472  PID         -  JT0472
 JT0472  STATE/COUNTY-  CA/NAPA
 JT0472  USGS QUAD   -  RUTHERFORD (1973)
 JT0472
 JT0472                         *CURRENT SURVEY CONTROL
 JT0472  ___________________________________________________________________
 JT0472* NAD 83(1986)-  38 24 30.     (N)    122 27 48.     (W)     SCALED    
 JT0472* NAVD 88     -       339.43   (+/-2cm)    1113.6    (feet)  VERTCON   
 JT0472  ___________________________________________________________________
 JT0472  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JT0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0472
 JT0472.The horizontal coordinates were scaled from a topographic map and have
 JT0472.an estimated accuracy of +/- 6 seconds.
 JT0472
 JT0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0472.The vertical order pertains to the NGVD 29 superseded value.
 JT0472
 JT0472.The geoid height was determined by GEOID03.
 JT0472
 JT0472;                    North         East    Units  Estimated Accuracy
 JT0472;SPC CA 2     -   582,430.    1,959,530.      MT  (+/- 180 meters Scaled)
 JT0472
 JT0472                          SUPERSEDED SURVEY CONTROL
 JT0472
 JT0472  NGVD 29 (??/??/92)  338.57   (m)         1110.8    (f) COMPUTED    2 0
 JT0472
 JT0472.Superseded values are not recommended for survey control.
 JT0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0472.See file dsdata.txt to determine how the superseded data were derived.
 JT0472
 JT0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH468512(NAD 83)
 JT0472_MARKER: DD = SURVEY DISK
 JT0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0472_SP_SET: OAK TREE ROOT
 JT0472_MARK LOGO: USGS  
 JT0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0472
 JT0472  HISTORY     - Date     Condition        Report By
 JT0472  HISTORY     - UNK      MONUMENTED       USGS
 JT0472  HISTORY     - 1951     GOOD             CGS
 JT0472  HISTORY     - 1960     GOOD             CGS
 JT0472
 JT0472                          STATION DESCRIPTION
 JT0472
 JT0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0472'5.9 MI SW FROM OAKVILLE.
 JT0472'0.2 MILES SOUTHEAST, THENCE 3.7 MILES SOUTHWEST, THENCE 2.0
 JT0472'MILES WEST, AT THE ENTERPRISE SEVENTH DAY ADVENTIST CHURCH,
 JT0472'DRIVEN IN THE TOP OF A ROOT ON THE NORTH SIDE OF A 14-INCH
 JT0472'OAK TREE, 96.9 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JT0472'CHURCH BUILDING, 56.0 FEET SOUTH OF BENCH MARK NO. H 469, 19.0
 JT0472'FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 13.0 FEET
 JT0472'EAST OF THE CENTER LINE OF THE DRIVEWAY ENTRANCE, AND SET
 JT0472'ABOUT ONE FOOT LOWER THAN THE MAIN ROAD.
 JT0472
 JT0472                          STATION RECOVERY (1960)
 JT0472
 JT0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9264 ***********************************************************************
 JT9264  DESIGNATION -  1113
 JT9264  PID         -  JT9264
 JT9264  STATE/COUNTY-  CA/NAPA
 JT9264  USGS QUAD   -  NAPA (1980)
 JT9264
 JT9264                         *CURRENT SURVEY CONTROL
 JT9264  ___________________________________________________________________
 JT9264* NAD 83(1986)-  38 19 18.     (N)    122 17 58.     (W)     SCALED    
 JT9264* NAVD 88     -        14.58   (+/-2cm)      47.8    (feet)  VERTCON   
 JT9264  ___________________________________________________________________
 JT9264  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT9264  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9264
 JT9264.The horizontal coordinates were scaled from a topographic map and have
 JT9264.an estimated accuracy of +/- 6 seconds.
 JT9264
 JT9264.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9264.The vertical order pertains to the NGVD 29 superseded value.
 JT9264
 JT9264.The geoid height was determined by GEOID03.
 JT9264
 JT9264;                    North         East    Units  Estimated Accuracy
 JT9264;SPC CA 2     -   572,750.    1,973,810.      MT  (+/- 180 meters Scaled)
 JT9264
 JT9264                          SUPERSEDED SURVEY CONTROL
 JT9264
 JT9264  NGVD 29 (??/??/92)   13.795  (m)           45.26   (f) ADJ UNCH    2 2
 JT9264
 JT9264.Superseded values are not recommended for survey control.
 JT9264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9264.See file dsdata.txt to determine how the superseded data were derived.
 JT9264
 JT9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612417(NAD 83)
 JT9264_MARKER: Z = SEE DESCRIPTION
 JT9264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9264_SP_SET: WELL MONUMENT
 JT9264_MARK LOGO: CA2330
 JT9264_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9264
 JT9264  HISTORY     - Date     Condition        Report By
 JT9264  HISTORY     - 1971     MONUMENTED       CA2330
 JT9264
 JT9264                          STATION DESCRIPTION
 JT9264
 JT9264'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9264'AT INTERSECTION OF JEFFERSON AND CLAREMONT STREETS, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0063 ***********************************************************************
 DC0063  DESIGNATION -  1114.9 USGS
 DC0063  PID         -  DC0063
 DC0063  STATE/COUNTY-  CA/SAN DIEGO
 DC0063  USGS QUAD   -  TECATE (1975)
 DC0063
 DC0063                         *CURRENT SURVEY CONTROL
 DC0063  ___________________________________________________________________
 DC0063* NAD 83(1986)-  32 36 51.     (N)    116 43 17.     (W)     SCALED    
 DC0063* NAVD 88     -       340.33   (+/-2cm)    1116.6    (feet)  VERTCON   
 DC0063  ___________________________________________________________________
 DC0063  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DC0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0063
 DC0063.The horizontal coordinates were scaled from a topographic map and have
 DC0063.an estimated accuracy of +/- 6 seconds.
 DC0063
 DC0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0063.The vertical order pertains to the NGVD 29 superseded value.
 DC0063
 DC0063.The geoid height was determined by GEOID03.
 DC0063
 DC0063;                    North         East    Units  Estimated Accuracy
 DC0063;SPC CA 6     -   549,730.    1,955,760.      MT  (+/- 180 meters Scaled)
 DC0063
 DC0063                          SUPERSEDED SURVEY CONTROL
 DC0063
 DC0063  NGVD 29 (??/??/??)  339.646  (m)         1114.32   (f) ADJUSTED    2 0
 DC0063
 DC0063.Superseded values are not recommended for survey control.
 DC0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0063.See file dsdata.txt to determine how the superseded data were derived.
 DC0063
 DC0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS261085(NAD 83)
 DC0063_MARKER: Q = CHISELED SQUARE
 DC0063_SETTING: 80 = SET IN A BOULDER
 DC0063_SP_SET: BOULDER
 DC0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0063+STABILITY: SURFACE MOTION
 DC0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC0063+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2008
 DC0063
 DC0063  HISTORY     - Date     Condition        Report By
 DC0063  HISTORY     - UNK      MONUMENTED       USGS
 DC0063  HISTORY     - 1955     GOOD             NGS
 DC0063  HISTORY     - 20080412 GOOD             LOCSUR
 DC0063
 DC0063                          STATION DESCRIPTION
 DC0063
 DC0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0063'1 MI NW FROM BARRETT JUNCTION.
 DC0063'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 94 FROM THE T JUNCTION OF
 DC0063'A COUNTY PAVED ROAD LEADING NORTH AT BARRETT JUNCTION, ON THE
 DC0063'OUTSIDE OF A SHARP CURVE, ON THE TOP OF A GRANITE BOULDER, 155.9
 DC0063'FEET SOUTHEAST OF THE CENTER OF THE WEST END OF 16-INCH CORRUGATED
 DC0063'METAL PIPE CULVERT C - 3.65, 24.1 FEET SOUTHWEST OF THE CENTER
 DC0063'LINE OF THE HIGHWAY, 9.0 FEET SOUTHEAST OF A 4- BY 4-INCH YELLOW
 DC0063'POST SUPPORTING A CURVE SIGN, AND ABOUT 2 FEET HIGHER THAN THE
 DC0063'HIGHWAY.
 DC0063
 DC0063                          STATION RECOVERY (2008)
 DC0063
 DC0063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DC0063'RECOVERED IN OK CONDITION AT
 DC0063'N 32 36.862 W 116 43.330
 DC0063'THIS SECTION OF HWY 94 HAS BEEN STRAIGHTENED AND THE MARK IS 50 METERS
 DC0063'FROM ROAD NOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9265 ***********************************************************************
 JT9265  DESIGNATION -  1115
 JT9265  PID         -  JT9265
 JT9265  STATE/COUNTY-  CA/NAPA
 JT9265  USGS QUAD   -  NAPA (1980)
 JT9265
 JT9265                         *CURRENT SURVEY CONTROL
 JT9265  ___________________________________________________________________
 JT9265* NAD 83(1986)-  38 18 36.     (N)    122 16 46.     (W)     SCALED    
 JT9265* NAVD 88     -         7.80   (+/-2cm)      25.6    (feet)  VERTCON   
 JT9265  ___________________________________________________________________
 JT9265  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9265  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9265
 JT9265.The horizontal coordinates were scaled from a topographic map and have
 JT9265.an estimated accuracy of +/- 6 seconds.
 JT9265
 JT9265.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9265.The vertical order pertains to the NGVD 29 superseded value.
 JT9265
 JT9265.The geoid height was determined by GEOID03.
 JT9265
 JT9265;                    North         East    Units  Estimated Accuracy
 JT9265;SPC CA 2     -   571,450.    1,975,560.      MT  (+/- 180 meters Scaled)
 JT9265
 JT9265                          SUPERSEDED SURVEY CONTROL
 JT9265
 JT9265  NGVD 29 (??/??/92)    7.016  (m)           23.02   (f) ADJ UNCH    2 2
 JT9265
 JT9265.Superseded values are not recommended for survey control.
 JT9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9265.See file dsdata.txt to determine how the superseded data were derived.
 JT9265
 JT9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH629404(NAD 83)
 JT9265_MARKER: B = BOLT
 JT9265_SETTING: 0 = UNSPECIFIED SETTING
 JT9265_MARK LOGO: NONE  
 JT9265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9265
 JT9265  HISTORY     - Date     Condition        Report By
 JT9265  HISTORY     - 1971     MONUMENTED       CA2330
 JT9265
 JT9265                          STATION DESCRIPTION
 JT9265
 JT9265'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9265'ALONG LINCOLN AVENUE, 200 FT (61.0 M) WEST OF NAPA RIVER BRIDGE, SOUTH
 JT9265'SIDE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0763 ***********************************************************************
 DY0763  DESIGNATION -  1115 A C OF LB
 DY0763  PID         -  DY0763
 DY0763  STATE/COUNTY-  CA/LOS ANGELES
 DY0763  USGS QUAD   -  LONG BEACH (1981)
 DY0763
 DY0763                         *CURRENT SURVEY CONTROL
 DY0763  ___________________________________________________________________
 DY0763* NAD 83(1986)-  33 49 08.     (N)    118 11 06.     (W)     SCALED    
 DY0763* NAVD 88     -        27.26   (+/-2cm)      89.4    (feet)  VERTCON   
 DY0763  ___________________________________________________________________
 DY0763  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0763  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0763
 DY0763.The horizontal coordinates were scaled from a topographic map and have
 DY0763.an estimated accuracy of +/- 6 seconds.
 DY0763
 DY0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0763.The vertical order pertains to the NGVD 29 superseded value.
 DY0763
 DY0763.The geoid height was determined by GEOID03.
 DY0763
 DY0763;                    North         East    Units  Estimated Accuracy
 DY0763;SPC CA 5     -   535,390.    1,982,870.      MT  (+/- 180 meters Scaled)
 DY0763
 DY0763                          SUPERSEDED SURVEY CONTROL
 DY0763
 DY0763  NGVD 29 (??/??/92)   26.50   (m)           86.9    (f) COMPUTED    1 1
 DY0763
 DY0763.Superseded values are not recommended for survey control.
 DY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0763.See file dsdata.txt to determine how the superseded data were derived.
 DY0763
 DY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT903427(NAD 83)
 DY0763_MARKER: DD = SURVEY DISK
 DY0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0763_SP_SET: WELL
 DY0763_STAMPING: 1115A
 DY0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0763
 DY0763  HISTORY     - Date     Condition        Report By
 DY0763  HISTORY     - UNK      MONUMENTED       CA1970
 DY0763  HISTORY     - 1968     GOOD             CA-037
 DY0763  HISTORY     - 1978     GOOD             NGS
 DY0763
 DY0763                          STATION DESCRIPTION
 DY0763
 DY0763'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0763'1.9 MI W FROM LONG BEACH MUN AP.
 DY0763'1.9 MI W OF THE LONG BEACH MUNICIPAL AIRPORT, WARDLOW ROAD AND
 DY0763'ATLANTIC AVENUE, THE SOUTHERLY MONUMENT OF TWO MONUMENTS AT THE
 DY0763'CENTERLINE INTERSECTION OF WARDLOW ROAD TO THE WEST AND
 DY0763'ATLANTIC AVENUE TO THE SOUTH.  SET ABOUT 18 INCHES BELOW THE
 DY0763'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER.  THE
 DY0763'MONUMENT IS STAMPED 1115A AND HAS ARROWS POINTING S AND W.
 DY0763
 DY0763                          STATION RECOVERY (1978)
 DY0763
 DY0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0159 ***********************************************************************
 LU0159  DESIGNATION -  1117.20
 LU0159  PID         -  LU0159
 LU0159  STATE/COUNTY-  CA/SHASTA
 LU0159  USGS QUAD   -  O'BRIEN (1990)
 LU0159
 LU0159                         *CURRENT SURVEY CONTROL
 LU0159  ___________________________________________________________________
 LU0159* NAD 83(1986)-  40 51 03.     (N)    122 20 34.     (W)     SCALED    
 LU0159* NAVD 88     -       341.451  (meters)    1120.24   (feet)  ADJUSTED  
 LU0159  ___________________________________________________________________
 LU0159  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 LU0159  DYNAMIC HT  -         341.269 (meters)    1119.65  (feet)  COMP
 LU0159  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 LU0159
 LU0159  VERT ORDER  -  FIRST     CLASS II
 LU0159
 LU0159.The horizontal coordinates were scaled from a topographic map and have
 LU0159.an estimated accuracy of +/- 6 seconds.
 LU0159
 LU0159.The orthometric height was determined by differential leveling
 LU0159.and adjusted in June 1991.
 LU0159
 LU0159.The geoid height was determined by GEOID03.
 LU0159
 LU0159.The dynamic height is computed by dividing the NAVD 88
 LU0159.geopotential number by the normal gravity value computed on the
 LU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0159.degrees latitude (g = 980.6199 gals.).
 LU0159
 LU0159.The modeled gravity was interpolated from observed gravity values.
 LU0159
 LU0159;                    North         East    Units  Estimated Accuracy
 LU0159;SPC CA 1     -   668,560.    1,971,100.      MT  (+/- 180 meters Scaled)
 LU0159
 LU0159                          SUPERSEDED SURVEY CONTROL
 LU0159
 LU0159  NGVD 29 (??/??/92)  340.636  (m)         1117.57   (f) ADJ UNCH    1 2
 LU0159
 LU0159.Superseded values are not recommended for survey control.
 LU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0159.See file dsdata.txt to determine how the superseded data were derived.
 LU0159
 LU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL553224(NAD 83)
 LU0159_MARKER: DD = SURVEY DISK
 LU0159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0159_SP_SET: HEADWALL
 LU0159_STAMPING: 1117.20
 LU0159_MARK LOGO: CADH  
 LU0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0159+STABILITY: SURFACE MOTION
 LU0159
 LU0159  HISTORY     - Date     Condition        Report By
 LU0159  HISTORY     - UNK      MONUMENTED       CADH
 LU0159  HISTORY     - 1943     GOOD             NGS
 LU0159  HISTORY     - 1988     GOOD             NGS
 LU0159
 LU0159                          STATION DESCRIPTION
 LU0159
 LU0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0159'9.4 MI S FROM DELTA.
 LU0159'9.4 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0159'DELTA, SHASTA COUNTY, AT THE T-JUNCTION OF A ROAD LEADING
 LU0159'SOUTHWEST, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 27
 LU0159'FEET NORTH OF THE CENTERLINE OF THE ROAD, AT CULVERT C 190+92,
 LU0159'AND IN THE NORTH END OF THE WEST HEADWALL.  A CALIFORNIA DIVISION
 LU0159'OF HIGHWAYS STANDARD DISK, STAMPED 1117.20.
 LU0159
 LU0159                          STATION RECOVERY (1988)
 LU0159
 LU0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0159'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.3 KM
 LU0159'(13.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 LU0159'STATE HIGHWAY 151 IN PROJECT CITY, IN TOP OF AND 0.15 M (0.5 FT)
 LU0159'SOUTH OF THE NORTH END OF A CONCRETE HEADWALL OF A CULVERT UNDER SALT
 LU0159'CREEK ROAD, 57.5 M (188.6 FT) NORTH OF THE CENTER OF STATTON ROAD,
 LU0159'39.5 M (129.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 LU0159'THE HIGHWAY, AND 10.6 M (34.8 FT) WEST OF THE CENTERLINE OF THE ROAD.
 LU0159'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2379 ***********************************************************************
 HS2379  DESIGNATION -  111=J 793 USGS
 HS2379  PID         -  HS2379
 HS2379  STATE/COUNTY-  CA/STANISLAUS
 HS2379  USGS QUAD   -  CROWS LANDING (1980)
 HS2379
 HS2379                         *CURRENT SURVEY CONTROL
 HS2379  ___________________________________________________________________
 HS2379* NAD 83(1986)-  37 23 42.     (N)    121 04 19.     (W)     SCALED    
 HS2379* NAVD 88     -        34.50   (+/-2cm)     113.2    (feet)  VERTCON   
 HS2379  ___________________________________________________________________
 HS2379  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS2379  VERT ORDER  -  THIRD (See Below)
 HS2379
 HS2379.The horizontal coordinates were scaled from a topographic map and have
 HS2379.an estimated accuracy of +/- 6 seconds.
 HS2379
 HS2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2379.The vertical order pertains to the NGVD 29 superseded value.
 HS2379
 HS2379.The geoid height was determined by GEOID03.
 HS2379
 HS2379;                    North         East    Units  Estimated Accuracy
 HS2379;SPC CA 3     -   599,480.    1,949,360.      MT  (+/- 180 meters Scaled)
 HS2379
 HS2379                          SUPERSEDED SURVEY CONTROL
 HS2379
 HS2379  NGVD 29 (??/??/??)   33.76   (m)          110.8    (f) RESET       3  
 HS2379
 HS2379.Superseded values are not recommended for survey control.
 HS2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2379.See file dsdata.txt to determine how the superseded data were derived.
 HS2379
 HS2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG706404(NAD 83)
 HS2379_MARKER: P = PIPE CAP
 HS2379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2379_STAMPING: 111G 1909 CAL J 793
 HS2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2379
 HS2379  HISTORY     - Date     Condition        Report By
 HS2379  HISTORY     - 1909     MONUMENTED       USGS
 HS2379  HISTORY     - 1958     GOOD             NGS
 HS2379  HISTORY     - 1975     POOR             NGS
 HS2379
 HS2379                          STATION DESCRIPTION
 HS2379
 HS2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2379'AT CROWS LANDING.
 HS2379'AT CROWS LANDING, IN R8E T6S S22, 0.1 MILE NORTHWEST ALONG THE
 HS2379'SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF FIFTH
 HS2379'STREET, 37.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 HS2379'TRACK, 44.8 FEET SOUTHEAST OF A WOODEN POST SUPPORTING A CROWS
 HS2379'LANDING SIGN, 14 FEET WEST OF THE SOUTHEAST ONE OF FOUR OLIVE
 HS2379'TREES, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 HS2379'THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HS2379'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 HS2379
 HS2379                          STATION RECOVERY (1975)
 HS2379
 HS2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HS2379'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1084 ***********************************************************************
 EV1084  DESIGNATION -  112
 EV1084  PID         -  EV1084
 EV1084  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1084  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1084
 EV1084                         *CURRENT SURVEY CONTROL
 EV1084  ___________________________________________________________________
 EV1084* NAD 83(1986)-  34 04 27.     (N)    117 19 33.     (W)     SCALED    
 EV1084* NAVD 88     -       306.38   (+/-2cm)    1005.2    (feet)  VERTCON   
 EV1084  ___________________________________________________________________
 EV1084  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 EV1084  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1084
 EV1084.The horizontal coordinates were scaled from a topographic map and have
 EV1084.an estimated accuracy of +/- 6 seconds.
 EV1084
 EV1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1084.The vertical order pertains to the NGVD 29 superseded value.
 EV1084
 EV1084.The geoid height was determined by GEOID03.
 EV1084
 EV1084;                    North         East    Units  Estimated Accuracy
 EV1084;SPC CA 5     -   563,900.    2,062,230.      MT  (+/- 180 meters Scaled)
 EV1084
 EV1084                          SUPERSEDED SURVEY CONTROL
 EV1084
 EV1084  NGVD 29 (??/??/92)  305.60   (m)         1002.6    (f) COMPUTED    1 1
 EV1084
 EV1084.Superseded values are not recommended for survey control.
 EV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1084.See file dsdata.txt to determine how the superseded data were derived.
 EV1084
 EV1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT699704(NAD 83)
 EV1084_MARKER: DB = BENCH MARK DISK
 EV1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1084_SP_SET: BRIDGE
 EV1084_STAMPING: 112
 EV1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1084
 EV1084  HISTORY     - Date     Condition        Report By
 EV1084  HISTORY     - UNK      MONUMENTED       CA0790
 EV1084  HISTORY     - 1974     GOOD             NGS
 EV1084
 EV1084                          STATION DESCRIPTION
 EV1084
 EV1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV1084'IN COLTON.
 EV1084'0.2 MILE NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 EV1084'TRACKS FROM THE DEPOT IN COLTON TO THE MARK ON THE RIGHT.  IT IS
 EV1084'A CITY OF COLTON BENCH MARK DISK STAMPED 112, CEMENTED IN A
 EV1084'DRILL HOLE IN THE SOUTHEAST CORNER OF A BRIDGE THAT CROSSES
 EV1084'C STREET.  IT IS 21.3 FEET EAST OF THE EAST RAIL OF THE
 EV1084'RAILROAD TRACKS AND 8.3 FEET NORTH OF THE SOUTH EDGE OF THE
 EV1084'BRIDGE.  NW 1/4 SECTION 20, T 1 S, R 4 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1911 ***********************************************************************
 DX1911  DESIGNATION -  112
 DX1911  PID         -  DX1911
 DX1911  STATE/COUNTY-  CA/ORANGE
 DX1911  USGS QUAD   -  TUSTIN (1981)
 DX1911
 DX1911                         *CURRENT SURVEY CONTROL
 DX1911  ___________________________________________________________________
 DX1911* NAD 83(1986)-  33 44 45.     (N)    117 52 03.     (W)     SCALED    
 DX1911* NAVD 88     -        34.43   (+/-2cm)     113.0    (feet)  VERTCON   
 DX1911  ___________________________________________________________________
 DX1911  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1911  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1911
 DX1911.The horizontal coordinates were scaled from a topographic map and have
 DX1911.an estimated accuracy of +/- 6 seconds.
 DX1911
 DX1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1911.The vertical order pertains to the NGVD 29 superseded value.
 DX1911
 DX1911.The geoid height was determined by GEOID03.
 DX1911
 DX1911;                    North         East    Units  Estimated Accuracy
 DX1911;SPC CA 6     -   676,300.    1,850,130.      MT  (+/- 180 meters Scaled)
 DX1911
 DX1911                          SUPERSEDED SURVEY CONTROL
 DX1911
 DX1911  NGVD 29 (??/??/??)   33.724  (m)          110.64   (f) ADJUSTED    1 2
 DX1911
 DX1911.Superseded values are not recommended for survey control.
 DX1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1911.See file dsdata.txt to determine how the superseded data were derived.
 DX1911
 DX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196343(NAD 83)
 DX1911_MARKER: DD = SURVEY DISK
 DX1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1911_STAMPING: 5
 DX1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1911+STABILITY: SURFACE MOTION
 DX1911
 DX1911  HISTORY     - Date     Condition        Report By
 DX1911  HISTORY     - UNK      MONUMENTED       CA3420
 DX1911  HISTORY     - 1955     GOOD             NGS
 DX1911  HISTORY     - 1958     GOOD             NGS
 DX1911  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1911
 DX1911                          STATION DESCRIPTION
 DX1911
 DX1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1911'AT SANTA ANA.
 DX1911'AT SANTA ANA, AT THE INTERSECTION OF SOUTH MAIN AND FIRST STREETS,
 DX1911'AT THE CENTER LINE OF SOUTH MAIN STREET, 5.9 FEET NORTH OF THE
 DX1911'CENTER LINE OF FIRST STREET, AND SET IN CONCRETE ABOUT 2 FEET
 DX1911'BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS HAD THROUGH
 DX1911'A 6-INCH TILE PIPE WITH AN 8-INCH METAL COVER MARKED MON.
 DX1911
 DX1911                          STATION RECOVERY (1958)
 DX1911
 DX1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1911'RECOVERED IN GOOD CONDITION.
 DX1911
 DX1911                          STATION RECOVERY (1977)
 DX1911
 DX1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1911'NOT RECOVERED, STREET HAS BEEN WIDENED, MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0390 ***********************************************************************
 FT0390  DESIGNATION -  112
 FT0390  PID         -  FT0390
 FT0390  STATE/COUNTY-  CA/KERN
 FT0390  USGS QUAD   -  MOUNTAIN SPRINGS CANYON (1982)
 FT0390
 FT0390                         *CURRENT SURVEY CONTROL
 FT0390  ___________________________________________________________________
 FT0390* NAD 83(1986)-  35 55 27.     (N)    117 36 43.     (W)     SCALED    
 FT0390* NAVD 88     -       995.667  (meters)    3266.62   (feet)  ADJUSTED  
 FT0390  ___________________________________________________________________
 FT0390  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FT0390  DYNAMIC HT  -         994.555 (meters)    3262.97  (feet)  COMP
 FT0390  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 FT0390
 FT0390  VERT ORDER  -  FIRST     CLASS II
 FT0390
 FT0390.The horizontal coordinates were scaled from a topographic map and have
 FT0390.an estimated accuracy of +/- 6 seconds.
 FT0390
 FT0390.The orthometric height was determined by differential leveling
 FT0390.and adjusted in June 1991.
 FT0390
 FT0390.The geoid height was determined by GEOID03.
 FT0390
 FT0390.The dynamic height is computed by dividing the NAVD 88
 FT0390.geopotential number by the normal gravity value computed on the
 FT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0390.degrees latitude (g = 980.6199 gals.).
 FT0390
 FT0390.The modeled gravity was interpolated from observed gravity values.
 FT0390
 FT0390;                    North         East    Units  Estimated Accuracy
 FT0390;SPC CA 5     -   768,990.    2,035,030.      MT  (+/- 180 meters Scaled)
 FT0390
 FT0390                          SUPERSEDED SURVEY CONTROL
 FT0390
 FT0390  NGVD 29 (??/??/??)  994.96   (m)         3264.3    (f) RESET       3  
 FT0390
 FT0390.Superseded values are not recommended for survey control.
 FT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0390.See file dsdata.txt to determine how the superseded data were derived.
 FT0390
 FT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV447757(NAD 83)
 FT0390_MARKER: DD = SURVEY DISK
 FT0390_SETTING: 80 = SET IN A BOULDER
 FT0390_SP_SET: BOULDER
 FT0390_STAMPING: BM 112 1950
 FT0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0390+STABILITY: SURFACE MOTION
 FT0390
 FT0390  HISTORY     - Date     Condition        Report By
 FT0390  HISTORY     - 1950     MONUMENTED       USN
 FT0390  HISTORY     - 1950     GOOD             NGS
 FT0390
 FT0390                          STATION DESCRIPTION
 FT0390
 FT0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0390'20.5 MI NE FROM CHINA LAKE USN .
 FT0390'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION 2.0
 FT0390'MILES NORTHEAST OF THE DARWIN ROAD.  1.1 MILES SOUTHWEST OF MT.
 FT0390'SPRINGS ON THE NORTH SIDE OF A RAVINE RUNNING TOWARD MT. SPRINGS.
 FT0390'WITNESS POST WAS SET.  THE STATION IS AN USN  BRONZE DISK SET IN
 FT0390'A BOULDER AND STAMPED BM 112 1950.  DIRECTIONS TO REACH THE
 FT0390'STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0390'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0457 ***********************************************************************
 EW0457  DESIGNATION -  112 4 LA CO
 EW0457  PID         -  EW0457
 EW0457  STATE/COUNTY-  CA/LOS ANGELES
 EW0457  USGS QUAD   -  RITTER RIDGE (1974)
 EW0457
 EW0457                         *CURRENT SURVEY CONTROL
 EW0457  ___________________________________________________________________
 EW0457* NAD 83(1986)-  34 37 22.     (N)    118 14 02.     (W)     SCALED    
 EW0457* NAVD 88     -       888.14   (+/-2cm)    2913.8    (feet)  VERTCON   
 EW0457  ___________________________________________________________________
 EW0457  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW0457  VERT ORDER  -  THIRD (See Below)
 EW0457
 EW0457.The horizontal coordinates were scaled from a topographic map and have
 EW0457.an estimated accuracy of +/- 6 seconds.
 EW0457
 EW0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0457.The vertical order pertains to the NGVD 29 superseded value.
 EW0457
 EW0457.The geoid height was determined by GEOID03.
 EW0457
 EW0457;                    North         East    Units  Estimated Accuracy
 EW0457;SPC CA 5     -   624,570.    1,978,550.      MT  (+/- 180 meters Scaled)
 EW0457
 EW0457                          SUPERSEDED SURVEY CONTROL
 EW0457
 EW0457  NGVD 29 (??/??/??)  887.26   (m)         2911.0    (f) RESET       3  
 EW0457
 EW0457.Superseded values are not recommended for survey control.
 EW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0457.See file dsdata.txt to determine how the superseded data were derived.
 EW0457
 EW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU868319(NAD 83)
 EW0457_MARKER: DD = SURVEY DISK
 EW0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0457_STAMPING: BM 112-4 1960 5869
 EW0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0457+STABILITY: SURFACE MOTION
 EW0457
 EW0457  HISTORY     - Date     Condition        Report By
 EW0457  HISTORY     - 1960     MONUMENTED       CA-037
 EW0457  HISTORY     - 1960     GOOD             NGS
 EW0457  HISTORY     - 1964     GOOD             NGS
 EW0457
 EW0457                          STATION DESCRIPTION
 EW0457
 EW0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW0457'2.3 MI S FROM QUARTZ HILL.
 EW0457'0.8 MILE SOUTH ALONG 50TH STREET WEST FROM THE QUARTZ HILL SCHOOL
 EW0457'AT QUARTZ HILL, THENCE 1.0 MILE WEST ALONG AVENUE N, THENCE
 EW0457'0.5 MILE SOUTH ALONG GODDE HILL ROAD, 46 FEET NORTHEAST OF THE
 EW0457'CENTER LINE OF THE JUNCTION OF A DIRT ROAD SOUTH AND EAST, 33 1/2
 EW0457'FEET EAST OF THE CENTER LINE OF GODDE HILL ROAD, 93 FEET NORTH
 EW0457'OF POWER POLE 1183983E AND THE CROSSING OF A POWER LINE, 1.8 FEET
 EW0457'SOUTHEAST OF A FENCE CORNER, 1.7 FEET NORTH OF A WITNESS POST,
 EW0457'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0457'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EW0457
 EW0457                          STATION RECOVERY (1964)
 EW0457
 EW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0463 ***********************************************************************
 FT0463  DESIGNATION -  112 H N
 FT0463  PID         -  FT0463
 FT0463  STATE/COUNTY-  CA/INYO
 FT0463  USGS QUAD   -  WHITE HILLS (1983)
 FT0463
 FT0463                         *CURRENT SURVEY CONTROL
 FT0463  ___________________________________________________________________
 FT0463* NAD 83(1986)-  35 49 31.     (N)    117 44 23.     (W)     SCALED    
 FT0463* NAVD 88     -       691.490  (meters)    2268.66   (feet)  ADJUSTED  
 FT0463  ___________________________________________________________________
 FT0463  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FT0463  DYNAMIC HT  -         690.734 (meters)    2266.18  (feet)  COMP
 FT0463  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 FT0463
 FT0463  VERT ORDER  -  FIRST     CLASS II
 FT0463
 FT0463.The horizontal coordinates were scaled from a topographic map and have
 FT0463.an estimated accuracy of +/- 6 seconds.
 FT0463
 FT0463.The orthometric height was determined by differential leveling
 FT0463.and adjusted in June 1991.
 FT0463
 FT0463.The geoid height was determined by GEOID03.
 FT0463
 FT0463.The dynamic height is computed by dividing the NAVD 88
 FT0463.geopotential number by the normal gravity value computed on the
 FT0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0463.degrees latitude (g = 980.6199 gals.).
 FT0463
 FT0463.The modeled gravity was interpolated from observed gravity values.
 FT0463
 FT0463;                    North         East    Units  Estimated Accuracy
 FT0463;SPC CA 4     -   555,340.    2,113,880.      MT  (+/- 180 meters Scaled)
 FT0463
 FT0463                          SUPERSEDED SURVEY CONTROL
 FT0463
 FT0463  NGVD 29 (??/??/92)  690.644  (m)         2265.89   (f) ADJ UNCH    1 2
 FT0463
 FT0463.Superseded values are not recommended for survey control.
 FT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0463.See file dsdata.txt to determine how the superseded data were derived.
 FT0463
 FT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV331648(NAD 83)
 FT0463_MARKER: DD = SURVEY DISK
 FT0463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0463_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0463_STAMPING: NOTS H+N BM NO 112 EL 2266.055 INYOKERN
 FT0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0463
 FT0463  HISTORY     - Date     Condition        Report By
 FT0463  HISTORY     - UNK      MONUMENTED       USN
 FT0463  HISTORY     - 1950     GOOD             NGS
 FT0463
 FT0463                          STATION DESCRIPTION
 FT0463
 FT0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0463'14.5 MI NW FROM CHINA LAKE USN .
 FT0463'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0463'0.5 MILE NORTH ALONG THE L AND L-C ROAD FROM THE INTERSECTION
 FT0463'OF THE G-1 SPOTTING TOWER ROAD, 30 FEET WEST OF THE CENTER LINE
 FT0463'OF THE PAVED ROAD AND ON SLIGHTLY HIGHER GROUND, 18 IN EAST
 FT0463'OF A WHITE WITNESS POST.  THE STATION IS AN USN  BRONZE DISK SET
 FT0463'IN CEMENT IN 5 IN TILE PIPE, PROJECTING 6 IN ABOVE THE GROUND
 FT0463'AND IS STAMPED USN  H AND N BM NO 112 EL. 2266.055 INYOKERN.
 FT0463'FOR INFORMATION TO REACH CONTACT THE RANGE DESIGN OFFICE, OF THE
 FT0463'NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0662 ***********************************************************************
 GU0662  DESIGNATION -  112.5 USBR
 GU0662  PID         -  GU0662
 GU0662  STATE/COUNTY-  CA/FRESNO
 GU0662  USGS QUAD   -  FIREBAUGH (1984)
 GU0662
 GU0662                         *CURRENT SURVEY CONTROL
 GU0662  ___________________________________________________________________
 GU0662* NAD 83(1986)-  36 49 02.     (N)    120 25 19.     (W)     SCALED    
 GU0662* NAVD 88     -        48.68   (+/-2cm)     159.7    (feet)  VERTCON   
 GU0662  ___________________________________________________________________
 GU0662  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GU0662  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0662
 GU0662.The horizontal coordinates were scaled from a topographic map and have
 GU0662.an estimated accuracy of +/- 6 seconds.
 GU0662
 GU0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0662.The vertical order pertains to the NGVD 29 superseded value.
 GU0662
 GU0662.The geoid height was determined by GEOID03.
 GU0662
 GU0662;                    North         East    Units  Estimated Accuracy
 GU0662;SPC CA 4     -   665,590.    1,873,140.      MT  (+/- 180 meters Scaled)
 GU0662
 GU0662                          SUPERSEDED SURVEY CONTROL
 GU0662
 GU0662  NGVD 29 (??/??/92)   47.969  (m)          157.38   (f) ADJ UNCH    1 2
 GU0662
 GU0662.Superseded values are not recommended for survey control.
 GU0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0662.See file dsdata.txt to determine how the superseded data were derived.
 GU0662
 GU0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF299776(NAD 83)
 GU0662_MARKER: DD = SURVEY DISK
 GU0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0662+STABILITY: SURFACE MOTION
 GU0662
 GU0662  HISTORY     - Date     Condition        Report By
 GU0662  HISTORY     - UNK      MONUMENTED       BOR
 GU0662  HISTORY     - 1955     GOOD             NGS
 GU0662  HISTORY     - 1972     GOOD             NGS
 GU0662
 GU0662                          STATION DESCRIPTION
 GU0662
 GU0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0662'3.7 MI SE FROM FIREBAUGH.
 GU0662'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU0662'FROM THE STATION AT FIREBAUGH, THENCE 1.6 MILES SOUTHEAST ALONG
 GU0662'A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU0662'CANAL, 1.0 MILE SOUTHEAST OF THE INTERSECTION OF A GRAVELED ROAD,
 GU0662'15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 GU0662'SOUTHWEST OF THE SOUTHWEST SIDE OF THE CANAL, 1.3 FEET NORTHWEST
 GU0662'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND
 GU0662'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 GU0662'GROUND.
 GU0662
 GU0662                          STATION RECOVERY (1972)
 GU0662
 GU0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0036 ***********************************************************************
 GU0036  DESIGNATION -  112.53 L
 GU0036  PID         -  GU0036
 GU0036  STATE/COUNTY-  CA/FRESNO
 GU0036  USGS QUAD   -  CHANEY RANCH (1971)
 GU0036
 GU0036                         *CURRENT SURVEY CONTROL
 GU0036  ___________________________________________________________________
 GU0036* NAD 83(1986)-  36 39 50.     (N)    120 32 09.     (W)     SCALED    
 GU0036* NAVD 88     -        98.48   (+/-2cm)     323.1    (feet)  VERTCON   
 GU0036  ___________________________________________________________________
 GU0036  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0036  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0036
 GU0036.The horizontal coordinates were scaled from a topographic map and have
 GU0036.an estimated accuracy of +/- 6 seconds.
 GU0036
 GU0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0036.The vertical order pertains to the NGVD 29 superseded value.
 GU0036
 GU0036.The geoid height was determined by GEOID03.
 GU0036
 GU0036;                    North         East    Units  Estimated Accuracy
 GU0036;SPC CA 4     -   648,740.    1,862,710.      MT  (+/- 180 meters Scaled)
 GU0036
 GU0036                          SUPERSEDED SURVEY CONTROL
 GU0036
 GU0036  NGVD 29 (??/??/92)   97.706  (m)          320.56   (f) ADJ UNCH    1 1
 GU0036
 GU0036.Superseded values are not recommended for survey control.
 GU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0036.See file dsdata.txt to determine how the superseded data were derived.
 GU0036
 GU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF202604(NAD 83)
 GU0036_MARKER: DD = SURVEY DISK
 GU0036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0036_SP_SET: HEADWALL
 GU0036_STAMPING: 112.53 L
 GU0036_MARK LOGO: BOR   
 GU0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0036+STABILITY: SURFACE MOTION
 GU0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0036+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0036
 GU0036  HISTORY     - Date     Condition        Report By
 GU0036  HISTORY     - UNK      MONUMENTED       BOR
 GU0036  HISTORY     - 1967     GOOD             NGS
 GU0036  HISTORY     - 1975     GOOD             NGS
 GU0036  HISTORY     - 19881201 GOOD             NGS
 GU0036
 GU0036                          STATION DESCRIPTION
 GU0036
 GU0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0036'25.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0036'25.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0036'AMIGOS PUMP PLANT, IN R13E T14S, SECTION 34, IN THE TOP OF THE
 GU0036'CENTER OF THE EAST CONCRETE HEAD WALL OF A 15-FOOT GRAVITY
 GU0036'IRRIGATION CROSSING, 150 FEET EAST OF THE EAST EDGE OF THE
 GU0036'CONCRETE LINING OF THE AQUEDUCT, 71 FEET EAST OF THE CENTER
 GU0036'LINE OF A ROAD, ABOUT LEVEL WITH THE ROAD, AND ABOUT 12 FEET
 GU0036'LOWER THAN THE NORTHEAST LEVEE ROAD.
 GU0036
 GU0036                          STATION RECOVERY (1975)
 GU0036
 GU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0036'RECOVERED IN GOOD CONDITION.
 GU0036
 GU0036                          STATION RECOVERY (1988)
 GU0036
 GU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9266 ***********************************************************************
 JT9266  DESIGNATION -  1120
 JT9266  PID         -  JT9266
 JT9266  STATE/COUNTY-  CA/NAPA
 JT9266  USGS QUAD   -  NAPA (1980)
 JT9266
 JT9266                         *CURRENT SURVEY CONTROL
 JT9266  ___________________________________________________________________
 JT9266* NAD 83(1986)-  38 17 54.     (N)    122 17 10.     (W)     SCALED    
 JT9266* NAVD 88     -         5.93   (+/-2cm)      19.5    (feet)  VERTCON   
 JT9266  ___________________________________________________________________
 JT9266  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9266  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9266
 JT9266.The horizontal coordinates were scaled from a topographic map and have
 JT9266.an estimated accuracy of +/- 6 seconds.
 JT9266
 JT9266.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9266.The vertical order pertains to the NGVD 29 superseded value.
 JT9266
 JT9266.The geoid height was determined by GEOID03.
 JT9266
 JT9266;                    North         East    Units  Estimated Accuracy
 JT9266;SPC CA 2     -   570,160.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9266
 JT9266                          SUPERSEDED SURVEY CONTROL
 JT9266
 JT9266  NGVD 29 (??/??/92)    5.153  (m)           16.91   (f) ADJ UNCH    2 2
 JT9266
 JT9266.Superseded values are not recommended for survey control.
 JT9266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9266.See file dsdata.txt to determine how the superseded data were derived.
 JT9266
 JT9266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624391(NAD 83)
 JT9266_MARKER: B = BOLT
 JT9266_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9266+WITH SETTING: PAVEMENT
 JT9266_SP_SET: LIGHT BASE
 JT9266_MARK LOGO: NONE  
 JT9266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9266+STABILITY: SURFACE MOTION
 JT9266
 JT9266  HISTORY     - Date     Condition        Report By
 JT9266  HISTORY     - 1971     MONUMENTED       CA2330
 JT9266
 JT9266                          STATION DESCRIPTION
 JT9266
 JT9266'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9266'AT INTERSECTION OF SECOND AND BROWN STREETS, IN NORTHWEST CORNER, A
 JT9266'BRASS BOLT ON SIGNAL LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9267 ***********************************************************************
 JT9267  DESIGNATION -  1121
 JT9267  PID         -  JT9267
 JT9267  STATE/COUNTY-  CA/NAPA
 JT9267  USGS QUAD   -  NAPA (1980)
 JT9267
 JT9267                         *CURRENT SURVEY CONTROL
 JT9267  ___________________________________________________________________
 JT9267* NAD 83(1986)-  38 17 54.     (N)    122 17 10.     (W)     SCALED    
 JT9267* NAVD 88     -         6.25   (+/-2cm)      20.5    (feet)  VERTCON   
 JT9267  ___________________________________________________________________
 JT9267  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9267  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9267
 JT9267.The horizontal coordinates were scaled from a topographic map and have
 JT9267.an estimated accuracy of +/- 6 seconds.
 JT9267
 JT9267.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9267.The vertical order pertains to the NGVD 29 superseded value.
 JT9267
 JT9267.The geoid height was determined by GEOID03.
 JT9267
 JT9267;                    North         East    Units  Estimated Accuracy
 JT9267;SPC CA 2     -   570,160.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9267
 JT9267                          SUPERSEDED SURVEY CONTROL
 JT9267
 JT9267  NGVD 29 (??/??/92)    5.470  (m)           17.95   (f) ADJ UNCH    2 2
 JT9267
 JT9267.Superseded values are not recommended for survey control.
 JT9267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9267.See file dsdata.txt to determine how the superseded data were derived.
 JT9267
 JT9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624391(NAD 83)
 JT9267_MARKER: DD = SURVEY DISK
 JT9267_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9267+WITH SETTING: PAVEMENT
 JT9267_SP_SET: LIGHT BASE
 JT9267_MARK LOGO: CA2330
 JT9267_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9267+STABILITY: SURFACE MOTION
 JT9267
 JT9267  HISTORY     - Date     Condition        Report By
 JT9267  HISTORY     - 1971     MONUMENTED       CA2330
 JT9267
 JT9267                          STATION DESCRIPTION
 JT9267
 JT9267'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9267'ALONG FIRST STREET, 100 FT (30.5 M) WEST OF MAIN STREET, ON SOUTH
 JT9267'SIDE, A BRASS CAP ON LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1044 ***********************************************************************
 EV1044  DESIGNATION -  1121.1
 EV1044  PID         -  EV1044
 EV1044  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1044  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1044
 EV1044                         *CURRENT SURVEY CONTROL
 EV1044  ___________________________________________________________________
 EV1044* NAD 83(1986)-  34 07 15.     (N)    117 18 11.     (W)     SCALED    
 EV1044* NAVD 88     -       342.32   (+/-2cm)    1123.1    (feet)  VERTCON   
 EV1044  ___________________________________________________________________
 EV1044  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EV1044  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1044
 EV1044.The horizontal coordinates were scaled from a topographic map and have
 EV1044.an estimated accuracy of +/- 6 seconds.
 EV1044
 EV1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1044.The vertical order pertains to the NGVD 29 superseded value.
 EV1044
 EV1044.The geoid height was determined by GEOID03.
 EV1044
 EV1044;                    North         East    Units  Estimated Accuracy
 EV1044;SPC CA 5     -   569,090.    2,064,290.      MT  (+/- 180 meters Scaled)
 EV1044
 EV1044                          SUPERSEDED SURVEY CONTROL
 EV1044
 EV1044  NGVD 29 (??/??/92)  341.53   (m)         1120.5    (f) COMPUTED    1 2
 EV1044
 EV1044.Superseded values are not recommended for survey control.
 EV1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1044.See file dsdata.txt to determine how the superseded data were derived.
 EV1044
 EV1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT720755(NAD 83)
 EV1044_MARKER: Q = CHISELED SQUARE
 EV1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1044_SP_SET: CONCRETE BASE
 EV1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1044
 EV1044  HISTORY     - Date     Condition        Report By
 EV1044  HISTORY     - UNK      MONUMENTED       USGS
 EV1044  HISTORY     - 1955     GOOD             NGS
 EV1044  HISTORY     - 1961     MARK NOT FOUND   NGS
 EV1044
 EV1044                          STATION DESCRIPTION
 EV1044
 EV1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EV1044'AT SAN BERNARDINO.
 EV1044'AT SAN BERNARDINO, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 EV1044'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BASE LINE AND
 EV1044'I STREETS, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 EV1044'BASE FOR A SEMAPHORE, 51.9 FEET WEST OF THE CENTER LINE OF I
 EV1044'STREET, 31.4 FEET SOUTH OF THE CENTER LINE OF BASE LINE STREET,
 EV1044'16.4 FEET WEST OF THE WEST RAIL, 0.9 FOOT ABOVE THE GROUND, AND
 EV1044'ABOUT LEVEL WITH THE TRACKS.
 EV1044
 EV1044                          STATION RECOVERY (1961)
 EV1044
 EV1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9268 ***********************************************************************
 JT9268  DESIGNATION -  1123
 JT9268  PID         -  JT9268
 JT9268  STATE/COUNTY-  CA/NAPA
 JT9268  USGS QUAD   -  NAPA (1980)
 JT9268
 JT9268                         *CURRENT SURVEY CONTROL
 JT9268  ___________________________________________________________________
 JT9268* NAD 83(1986)-  38 18 06.     (N)    122 17 10.     (W)     SCALED    
 JT9268* NAVD 88     -         5.80   (+/-2cm)      19.0    (feet)  VERTCON   
 JT9268  ___________________________________________________________________
 JT9268  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9268  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9268
 JT9268.The horizontal coordinates were scaled from a topographic map and have
 JT9268.an estimated accuracy of +/- 6 seconds.
 JT9268
 JT9268.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9268.The vertical order pertains to the NGVD 29 superseded value.
 JT9268
 JT9268.The geoid height was determined by GEOID03.
 JT9268
 JT9268;                    North         East    Units  Estimated Accuracy
 JT9268;SPC CA 2     -   570,530.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9268
 JT9268                          SUPERSEDED SURVEY CONTROL
 JT9268
 JT9268  NGVD 29 (??/??/92)    5.018  (m)           16.46   (f) ADJ UNCH    2 2
 JT9268
 JT9268.Superseded values are not recommended for survey control.
 JT9268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9268.See file dsdata.txt to determine how the superseded data were derived.
 JT9268
 JT9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624395(NAD 83)
 JT9268_MARKER: B = BOLT
 JT9268_SETTING: 0 = UNSPECIFIED SETTING
 JT9268_MARK LOGO: NONE  
 JT9268_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9268
 JT9268  HISTORY     - Date     Condition        Report By
 JT9268  HISTORY     - 1971     MONUMENTED       CA2330
 JT9268
 JT9268                          STATION DESCRIPTION
 JT9268
 JT9268'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9268'ALONG WEST STREET, 90 FT (27.4 M) SOUTH OF CLINTON, WEST SIDE, A BRASS
 JT9268'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9269 ***********************************************************************
 JT9269  DESIGNATION -  1125
 JT9269  PID         -  JT9269
 JT9269  STATE/COUNTY-  CA/NAPA
 JT9269  USGS QUAD   -  NAPA (1980)
 JT9269
 JT9269                         *CURRENT SURVEY CONTROL
 JT9269  ___________________________________________________________________
 JT9269* NAD 83(1986)-  38 18 12.     (N)    122 17 10.     (W)     SCALED    
 JT9269* NAVD 88     -         5.52   (+/-2cm)      18.1    (feet)  VERTCON   
 JT9269  ___________________________________________________________________
 JT9269  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9269  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9269
 JT9269.The horizontal coordinates were scaled from a topographic map and have
 JT9269.an estimated accuracy of +/- 6 seconds.
 JT9269
 JT9269.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9269.The vertical order pertains to the NGVD 29 superseded value.
 JT9269
 JT9269.The geoid height was determined by GEOID03.
 JT9269
 JT9269;                    North         East    Units  Estimated Accuracy
 JT9269;SPC CA 2     -   570,710.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9269
 JT9269                          SUPERSEDED SURVEY CONTROL
 JT9269
 JT9269  NGVD 29 (??/??/92)    4.74   (m)           15.6    (f) COMPUTED    2 2
 JT9269
 JT9269.Superseded values are not recommended for survey control.
 JT9269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9269.See file dsdata.txt to determine how the superseded data were derived.
 JT9269
 JT9269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624397(NAD 83)
 JT9269_MARKER: B = BOLT
 JT9269_SETTING: 0 = UNSPECIFIED SETTING
 JT9269_MARK LOGO: CA2330
 JT9269_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9269
 JT9269  HISTORY     - Date     Condition        Report By
 JT9269  HISTORY     - 1971     MONUMENTED       CA2330
 JT9269
 JT9269                          STATION DESCRIPTION
 JT9269
 JT9269'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9269'AT INTERSECTION OF SOSCOL AND CAYMUS AVENUES, A BRASS BOLT IN THE
 JT9269'NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0446 ***********************************************************************
 KT0446  DESIGNATION -  1125 USGS
 KT0446  PID         -  KT0446
 KT0446  STATE/COUNTY-  CA/GLENN
 KT0446  USGS QUAD   -  RAIL CANYON (1989)
 KT0446
 KT0446                         *CURRENT SURVEY CONTROL
 KT0446  ___________________________________________________________________
 KT0446* NAD 83(1986)-  39 26 29.     (N)    122 29 15.     (W)     SCALED    
 KT0446* NAVD 88     -       343.84   (+/-2cm)    1128.1    (feet)  VERTCON   
 KT0446  ___________________________________________________________________
 KT0446  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 KT0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0446
 KT0446.The horizontal coordinates were scaled from a topographic map and have
 KT0446.an estimated accuracy of +/- 6 seconds.
 KT0446
 KT0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0446.The vertical order pertains to the NGVD 29 superseded value.
 KT0446
 KT0446.The geoid height was determined by GEOID03.
 KT0446
 KT0446;                    North         East    Units  Estimated Accuracy
 KT0446;SPC CA 2     -   697,120.    1,958,040.      MT  (+/- 180 meters Scaled)
 KT0446
 KT0446                          SUPERSEDED SURVEY CONTROL
 KT0446
 KT0446  NGVD 29 (??/??/92)  343.010  (m)         1125.36   (f) ADJ UNCH    2 0
 KT0446
 KT0446.Superseded values are not recommended for survey control.
 KT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0446.See file dsdata.txt to determine how the superseded data were derived.
 KT0446
 KT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ441658(NAD 83)
 KT0446_MARKER: Q = CHISELED SQUARE
 KT0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0446_SP_SET: CULVERT
 KT0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0446
 KT0446  HISTORY     - Date     Condition        Report By
 KT0446  HISTORY     - UNK      MONUMENTED       USGS
 KT0446  HISTORY     - 1935     GOOD             NGS
 KT0446
 KT0446                          STATION DESCRIPTION
 KT0446
 KT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0446'6.8 MI NE FROM STONYFORD.
 KT0446'IN GLENN COUNTY, 6.8 MILES NORTHEAST ALONG THE WILLOWS ROAD
 KT0446'FROM STONYFORD, COLUSA COUNTY, 400 FEET SOUTH OF A ROAD FORKS,
 KT0446'AT A CONCRETE CULVERT UNDER THE ROAD, IN THE TOP OF THE NORTHWEST
 KT0446'HEADWALL, AND 15 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 KT0446'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1392 ***********************************************************************
 FU1392  DESIGNATION -  1126 USGS
 FU1392  PID         -  FU1392
 FU1392  STATE/COUNTY-  CA/KERN
 FU1392  USGS QUAD   -  FELLOWS (1973)
 FU1392
 FU1392                         *CURRENT SURVEY CONTROL
 FU1392  ___________________________________________________________________
 FU1392* NAD 83(1986)-  35 09 47.     (N)    119 30 18.     (W)     SCALED    
 FU1392* NAVD 88     -       343.357  (meters)    1126.50   (feet)  ADJUSTED  
 FU1392  ___________________________________________________________________
 FU1392  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 FU1392  DYNAMIC HT  -         343.000 (meters)    1125.33  (feet)  COMP
 FU1392  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 FU1392
 FU1392  VERT ORDER  -  FIRST     CLASS I
 FU1392
 FU1392.The horizontal coordinates were scaled from a topographic map and have
 FU1392.an estimated accuracy of +/- 6 seconds.
 FU1392
 FU1392.The orthometric height was determined by differential leveling
 FU1392.and adjusted in June 1991.
 FU1392
 FU1392.The geoid height was determined by GEOID03.
 FU1392
 FU1392.The dynamic height is computed by dividing the NAVD 88
 FU1392.geopotential number by the normal gravity value computed on the
 FU1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU1392.degrees latitude (g = 980.6199 gals.).
 FU1392
 FU1392.The modeled gravity was interpolated from observed gravity values.
 FU1392
 FU1392;                    North         East    Units  Estimated Accuracy
 FU1392;SPC CA 5     -   685,500.    1,862,900.      MT  (+/- 180 meters Scaled)
 FU1392
 FU1392                          SUPERSEDED SURVEY CONTROL
 FU1392
 FU1392  NGVD 29 (??/??/92)  342.533  (m)         1123.79   (f) ADJ UNCH    1 1
 FU1392
 FU1392.Superseded values are not recommended for survey control.
 FU1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1392.See file dsdata.txt to determine how the superseded data were derived.
 FU1392
 FU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU718939(NAD 83)
 FU1392_MARKER: P = PIPE CAP
 FU1392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1392_STAMPING: 1126 BB 36 1908
 FU1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1392
 FU1392  HISTORY     - Date     Condition        Report By
 FU1392  HISTORY     - 1908     MONUMENTED       USGS
 FU1392  HISTORY     - 1957     GOOD             NGS
 FU1392  HISTORY     - 1964     GOOD             NGS
 FU1392  HISTORY     - 1977     GOOD             NGS
 FU1392  HISTORY     - 19960108 MARK NOT FOUND   USPSQD
 FU1392
 FU1392                          STATION DESCRIPTION
 FU1392
 FU1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1392'3.3 MI NW FROM TAFT.
 FU1392'0.1 MILE NORTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT
 FU1392'TAFT, THENCE 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 33, THENCE
 FU1392'0.2 MILE SOUTHWEST ALONG AN ASPHALT ROAD LEADING TO MIDOIL
 FU1392'LEASE, IN R23E T32S S9, 168 1/2 FEET WEST OF THE CENTER OF AN
 FU1392'ABANDONED PAVED ROAD LEADING NORTHWEST (A FORMER ALIGNMENT OF
 FU1392'THE HIGHWAY), 89 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FU1392'PAVED ROAD, 46 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 FU1392'LEADING SOUTHWEST, 1.6 FEET EAST OF A WITNESS POST, ABOUT 2
 FU1392'FEET HIGHER THAN THE ASPHALT ROAD, AND RIVETED ON THE TOP OF AN
 FU1392'3 1/2-IRON IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 FU1392
 FU1392                          STATION RECOVERY (1964)
 FU1392
 FU1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FU1392'RECOVERED IN GOOD CONDITION.
 FU1392
 FU1392                          STATION RECOVERY (1977)
 FU1392
 FU1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU1392'FIFTH STREET SHOULD BE FOURTH STREET.
 FU1392
 FU1392                          STATION RECOVERY (1996)
 FU1392
 FU1392'RECOVERY NOTE BY US POWER SQUADRON 1996
 FU1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9270 ***********************************************************************
 JT9270  DESIGNATION -  1127
 JT9270  PID         -  JT9270
 JT9270  STATE/COUNTY-  CA/NAPA
 JT9270  USGS QUAD   -  NAPA (1980)
 JT9270
 JT9270                         *CURRENT SURVEY CONTROL
 JT9270  ___________________________________________________________________
 JT9270* NAD 83(1986)-  38 18 18.     (N)    122 17 04.     (W)     SCALED    
 JT9270* NAVD 88     -         5.05   (+/-2cm)      16.6    (feet)  VERTCON   
 JT9270  ___________________________________________________________________
 JT9270  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9270  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9270
 JT9270.The horizontal coordinates were scaled from a topographic map and have
 JT9270.an estimated accuracy of +/- 6 seconds.
 JT9270
 JT9270.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9270.The vertical order pertains to the NGVD 29 superseded value.
 JT9270
 JT9270.The geoid height was determined by GEOID03.
 JT9270
 JT9270;                    North         East    Units  Estimated Accuracy
 JT9270;SPC CA 2     -   570,900.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9270
 JT9270                          SUPERSEDED SURVEY CONTROL
 JT9270
 JT9270  NGVD 29 (??/??/92)    4.26   (m)           14.0    (f) COMPUTED    2 2
 JT9270
 JT9270.Superseded values are not recommended for survey control.
 JT9270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9270.See file dsdata.txt to determine how the superseded data were derived.
 JT9270
 JT9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625398(NAD 83)
 JT9270_MARKER: Z = SEE DESCRIPTION
 JT9270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9270_SP_SET: WELL MONUMENT
 JT9270_MARK LOGO: CA2330
 JT9270_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9270
 JT9270  HISTORY     - Date     Condition        Report By
 JT9270  HISTORY     - 1971     MONUMENTED       CA2330
 JT9270
 JT9270                          STATION DESCRIPTION
 JT9270
 JT9270'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9270'AT INTERSECTION OF SOSCOL AND TANEN, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9271 ***********************************************************************
 JT9271  DESIGNATION -  1128
 JT9271  PID         -  JT9271
 JT9271  STATE/COUNTY-  CA/NAPA
 JT9271  USGS QUAD   -  NAPA (1980)
 JT9271
 JT9271                         *CURRENT SURVEY CONTROL
 JT9271  ___________________________________________________________________
 JT9271* NAD 83(1986)-  38 18 24.     (N)    122 17 04.     (W)     SCALED    
 JT9271* NAVD 88     -         5.25   (+/-2cm)      17.2    (feet)  VERTCON   
 JT9271  ___________________________________________________________________
 JT9271  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9271  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9271
 JT9271.The horizontal coordinates were scaled from a topographic map and have
 JT9271.an estimated accuracy of +/- 6 seconds.
 JT9271
 JT9271.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9271.The vertical order pertains to the NGVD 29 superseded value.
 JT9271
 JT9271.The geoid height was determined by GEOID03.
 JT9271
 JT9271;                    North         East    Units  Estimated Accuracy
 JT9271;SPC CA 2     -   571,080.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9271
 JT9271                          SUPERSEDED SURVEY CONTROL
 JT9271
 JT9271  NGVD 29 (??/??/92)    4.47   (m)           14.7    (f) COMPUTED    2 2
 JT9271
 JT9271.Superseded values are not recommended for survey control.
 JT9271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9271.See file dsdata.txt to determine how the superseded data were derived.
 JT9271
 JT9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625400(NAD 83)
 JT9271_MARKER: B = BOLT
 JT9271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9271_SP_SET: CATCH BASIN
 JT9271_MARK LOGO: NONE  
 JT9271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9271
 JT9271  HISTORY     - Date     Condition        Report By
 JT9271  HISTORY     - 1971     MONUMENTED       CA2330
 JT9271
 JT9271                          STATION DESCRIPTION
 JT9271
 JT9271'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9271'AT INTERSECTION OF SOSCOL AND JORDAN LANE, A BRASS BOLT ON WEST SIDE
 JT9271'IN CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9272 ***********************************************************************
 JT9272  DESIGNATION -  1129
 JT9272  PID         -  JT9272
 JT9272  STATE/COUNTY-  CA/NAPA
 JT9272  USGS QUAD   -  NAPA (1980)
 JT9272
 JT9272                         *CURRENT SURVEY CONTROL
 JT9272  ___________________________________________________________________
 JT9272* NAD 83(1986)-  38 18 30.     (N)    122 17 04.     (W)     SCALED    
 JT9272* NAVD 88     -         5.40   (+/-2cm)      17.7    (feet)  VERTCON   
 JT9272  ___________________________________________________________________
 JT9272  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9272  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9272
 JT9272.The horizontal coordinates were scaled from a topographic map and have
 JT9272.an estimated accuracy of +/- 6 seconds.
 JT9272
 JT9272.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9272.The vertical order pertains to the NGVD 29 superseded value.
 JT9272
 JT9272.The geoid height was determined by GEOID03.
 JT9272
 JT9272;                    North         East    Units  Estimated Accuracy
 JT9272;SPC CA 2     -   571,270.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9272
 JT9272                          SUPERSEDED SURVEY CONTROL
 JT9272
 JT9272  NGVD 29 (??/??/92)    4.61   (m)           15.1    (f) COMPUTED    2 2
 JT9272
 JT9272.Superseded values are not recommended for survey control.
 JT9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9272.See file dsdata.txt to determine how the superseded data were derived.
 JT9272
 JT9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625402(NAD 83)
 JT9272_MARKER: B = BOLT
 JT9272_SETTING: 0 = UNSPECIFIED SETTING
 JT9272_MARK LOGO: NONE  
 JT9272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9272
 JT9272  HISTORY     - Date     Condition        Report By
 JT9272  HISTORY     - 1971     MONUMENTED       CA2330
 JT9272
 JT9272                          STATION DESCRIPTION
 JT9272
 JT9272'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9272'AT INTERSECTION OF SOSCOL AND JACKSON, A BRASS BOLT IN THE NORTHWEST
 JT9272'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0456 ***********************************************************************
 FT0456  DESIGNATION -  113
 FT0456  PID         -  FT0456
 FT0456  STATE/COUNTY-  CA/INYO
 FT0456  USGS QUAD   -  WHITE HILLS (1983)
 FT0456
 FT0456                         *CURRENT SURVEY CONTROL
 FT0456  ___________________________________________________________________
 FT0456* NAD 83(1986)-  35 48 32.     (N)    117 39 25.     (W)     SCALED    
 FT0456* NAVD 88     -       665.009  (meters)    2181.78   (feet)  ADJUSTED  
 FT0456  ___________________________________________________________________
 FT0456  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FT0456  DYNAMIC HT  -         664.293 (meters)    2179.43  (feet)  COMP
 FT0456  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 FT0456
 FT0456  VERT ORDER  -  FIRST     CLASS II
 FT0456
 FT0456.The horizontal coordinates were scaled from a topographic map and have
 FT0456.an estimated accuracy of +/- 6 seconds.
 FT0456
 FT0456.The orthometric height was determined by differential leveling
 FT0456.and adjusted in June 1991.
 FT0456
 FT0456.The geoid height was determined by GEOID03.
 FT0456
 FT0456.The dynamic height is computed by dividing the NAVD 88
 FT0456.geopotential number by the normal gravity value computed on the
 FT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0456.degrees latitude (g = 980.6199 gals.).
 FT0456
 FT0456.The modeled gravity was interpolated from observed gravity values.
 FT0456
 FT0456;                    North         East    Units  Estimated Accuracy
 FT0456;SPC CA 4     -   553,620.    2,121,390.      MT  (+/- 180 meters Scaled)
 FT0456
 FT0456                          SUPERSEDED SURVEY CONTROL
 FT0456
 FT0456  NGVD 29 (??/??/??)  664.29   (m)         2179.4    (f) RESET       3  
 FT0456
 FT0456.Superseded values are not recommended for survey control.
 FT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0456.See file dsdata.txt to determine how the superseded data were derived.
 FT0456
 FT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV406629(NAD 83)
 FT0456_MARKER: DD = SURVEY DISK
 FT0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0456_STAMPING: BM 113 1950
 FT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0456+STABILITY: SURFACE MOTION
 FT0456
 FT0456  HISTORY     - Date     Condition        Report By
 FT0456  HISTORY     - 1950     MONUMENTED       USN
 FT0456  HISTORY     - 1950     GOOD             NGS
 FT0456
 FT0456                          STATION DESCRIPTION
 FT0456
 FT0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0456'13 MI N FROM CHINA LAKE USN .
 FT0456'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0456'10.0 MILES NORTH ALONG CENTERLINE ROAD AND 0.5 MILE WEST, 1/4
 FT0456'MILE NORTH OF A ROAD RUNNING WEST TO A RADAR SCREEN, 1.3 MILES
 FT0456'EAST OF MP 36 RM ON A-FLAT LAKE BED, 9 FT SOUTHEAST OF A WHITE
 FT0456'4 X 4 IN WITNESS POST.  THE STATION IS AN USN  DISK SET IN AN 8 IN
 FT0456'SQUARE CONCRETE POST, PROJECTING 12 IN ABOVE THE GROUND AND IS
 FT0456'STAMPED BM 113 1950.  FOR INFORMATION TO REACH FROM THE NAVAL
 FT0456'ORDNANCE TEST STATION HEADQUARTERS, CONTACT THE RANGE DESIGN
 FT0456'OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1767 ***********************************************************************
 AE1767  DESIGNATION -  113 02140
 AE1767  PID         -  AE1767
 AE1767  STATE/COUNTY-  CA/LOS ANGELES
 AE1767  USGS QUAD   -  INGLEWOOD (1981)
 AE1767
 AE1767                         *CURRENT SURVEY CONTROL
 AE1767  ___________________________________________________________________
 AE1767* NAD 83(1986)-  33 52 41.     (N)    118 19 07.     (W)     SCALED    
 AE1767* NAVD 88     -        11.600  (meters)      38.06   (feet)  ADJUSTED  
 AE1767  ___________________________________________________________________
 AE1767  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AE1767  DYNAMIC HT  -          11.588 (meters)      38.02  (feet)  COMP
 AE1767  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 AE1767
 AE1767  VERT ORDER  -  FIRST     CLASS II
 AE1767
 AE1767.The horizontal coordinates were scaled from a topographic map and have
 AE1767.an estimated accuracy of +/- 6 seconds.
 AE1767
 AE1767.The orthometric height was determined by differential leveling
 AE1767.and adjusted in October 1997.
 AE1767
 AE1767.The geoid height was determined by GEOID03.
 AE1767
 AE1767.The dynamic height is computed by dividing the NAVD 88
 AE1767.geopotential number by the normal gravity value computed on the
 AE1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1767.degrees latitude (g = 980.6199 gals.).
 AE1767
 AE1767.The modeled gravity was interpolated from observed gravity values.
 AE1767
 AE1767;                    North         East    Units  Estimated Accuracy
 AE1767;SPC CA 5     -   541,980.    1,970,520.      MT  (+/- 180 meters Scaled)
 AE1767
 AE1767                          SUPERSEDED SURVEY CONTROL
 AE1767
 AE1767.No superseded survey control is available for this station.
 AE1767
 AE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780494(NAD 83)
 AE1767_MARKER: DB = BENCH MARK DISK
 AE1767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1767_SP_SET: BRIDGE SIDEWALK
 AE1767_STAMPING: BM-113-02140 1971
 AE1767_MARK LOGO: LACFCD
 AE1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1767+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AE1767
 AE1767  HISTORY     - Date     Condition        Report By
 AE1767  HISTORY     - 1971     MONUMENTED       LACFCD
 AE1767  HISTORY     - 19950406 GOOD             MWDSC
 AE1767
 AE1767                          STATION DESCRIPTION
 AE1767
 AE1767'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1767'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT 91 FWY (ARTESIA BLVD)
 AE1767'.  TURN RIGHT AND GO WEST ON ARTESIA BLVD TO VAN NESS AVE.  TURN RIGHT
 AE1767'AND GO NORTH ON VAN NESS AVE 0.4 MI (0.6 KM) TO FLOOD CONTROL BRIDGE
 AE1767'OVER DOMINGUEZ CREEK.  THE MONUMENT IS ON THE NORTH END OF THE BRIDGE,
 AE1767'ON THE EAST SIDE OF VAN NESS AVE, 30 FT (9.1 M) SOUTH OF PP 1099546E,
 AE1767'97 FT (29.6 M) NORTH OF MWD PIPE VENT STA 2066+42.  FOUND 2.5 INCH LA
 AE1767'COUNTY FLOOD CONTROL DISTRICT BCM FLUSH ON TOP OF SIDEWALK STAMPED
 AE1767'BM-113-02040 1971.  REF MWD FB 4034 02 012.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1768 ***********************************************************************
 AE1768  DESIGNATION -  113 02150
 AE1768  PID         -  AE1768
 AE1768  STATE/COUNTY-  CA/LOS ANGELES
 AE1768  USGS QUAD   -  INGLEWOOD (1981)
 AE1768
 AE1768                         *CURRENT SURVEY CONTROL
 AE1768  ___________________________________________________________________
 AE1768* NAD 83(1986)-  33 52 39.     (N)    118 19 08.     (W)     SCALED    
 AE1768* NAVD 88     -        11.893  (meters)      39.02   (feet)  ADJUSTED  
 AE1768  ___________________________________________________________________
 AE1768  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AE1768  DYNAMIC HT  -          11.880 (meters)      38.98  (feet)  COMP
 AE1768  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 AE1768
 AE1768  VERT ORDER  -  FIRST     CLASS II
 AE1768
 AE1768.The horizontal coordinates were scaled from a topographic map and have
 AE1768.an estimated accuracy of +/- 6 seconds.
 AE1768
 AE1768.The orthometric height was determined by differential leveling
 AE1768.and adjusted in October 1997.
 AE1768
 AE1768.The geoid height was determined by GEOID03.
 AE1768
 AE1768.The dynamic height is computed by dividing the NAVD 88
 AE1768.geopotential number by the normal gravity value computed on the
 AE1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1768.degrees latitude (g = 980.6199 gals.).
 AE1768
 AE1768.The modeled gravity was interpolated from observed gravity values.
 AE1768
 AE1768;                    North         East    Units  Estimated Accuracy
 AE1768;SPC CA 5     -   541,920.    1,970,500.      MT  (+/- 180 meters Scaled)
 AE1768
 AE1768                          SUPERSEDED SURVEY CONTROL
 AE1768
 AE1768.No superseded survey control is available for this station.
 AE1768
 AE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780493(NAD 83)
 AE1768_MARKER: DB = BENCH MARK DISK
 AE1768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1768_SP_SET: BRIDGE SIDEWALK
 AE1768_STAMPING: BM-113-02150 1971
 AE1768_MARK LOGO: LACFCD
 AE1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1768+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AE1768
 AE1768  HISTORY     - Date     Condition        Report By
 AE1768  HISTORY     - 1971     MONUMENTED       LACFCD
 AE1768  HISTORY     - 19950406 GOOD             MWDSC
 AE1768
 AE1768                          STATION DESCRIPTION
 AE1768
 AE1768'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1768'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT 91 FWY (ARTESIA BLVD)
 AE1768'.  TURN RIGHT AND GO WEST ON ARTESIA BLVD TO VAN NESS AVE.  TURN RIGHT
 AE1768'AND GO NORTH ON VAN NESS AVE 0.4 MI (0.6 KM) TO FLOOD CONTROL BRIDGE
 AE1768'OVER DOMINGUEZ CREEK.  THE MONUMENT IS ON THE SOUTH END OF THE BRIDGE,
 AE1768'ON THE WEST SIDE OF VAN NESS AVE, 27 FT (8.2 M) NORTH OF PP 654949E.
 AE1768'FOUND A 2.5 INCH LA COUNTY FLOOD CONTROL DISTRICT BCM STAMPED
 AE1768'BM-113-02150 1971 FLUSH ON TOP OF SIDEWALK.  REF MWD FB 4034 02 013.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0697 ***********************************************************************
 EW0697  DESIGNATION -  113 1 LA CO
 EW0697  PID         -  EW0697
 EW0697  STATE/COUNTY-  CA/LOS ANGELES
 EW0697  USGS QUAD   -  LAKE HUGHES (1995)
 EW0697
 EW0697                         *CURRENT SURVEY CONTROL
 EW0697  ___________________________________________________________________
 EW0697* NAD 83(1986)-  34 40 38.     (N)    118 23 36.     (W)     SCALED    
 EW0697* NAVD 88     -       986.64   (+/-2cm)    3237.0    (feet)  VERTCON   
 EW0697  ___________________________________________________________________
 EW0697  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0697  VERT ORDER  -  THIRD (See Below)
 EW0697
 EW0697.The horizontal coordinates were scaled from a topographic map and have
 EW0697.an estimated accuracy of +/- 6 seconds.
 EW0697
 EW0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0697.The vertical order pertains to the NGVD 29 superseded value.
 EW0697
 EW0697.The geoid height was determined by GEOID03.
 EW0697
 EW0697;                    North         East    Units  Estimated Accuracy
 EW0697;SPC CA 5     -   630,650.    1,963,960.      MT  (+/- 180 meters Scaled)
 EW0697
 EW0697                          SUPERSEDED SURVEY CONTROL
 EW0697
 EW0697  NGVD 29 (??/??/??)  985.74   (m)         3234.0    (f) RESET       3  
 EW0697
 EW0697.Superseded values are not recommended for survey control.
 EW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0697.See file dsdata.txt to determine how the superseded data were derived.
 EW0697
 EW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU723381(NAD 83)
 EW0697_MARKER: DD = SURVEY DISK
 EW0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0697_STAMPING: 113-1 1960 5869
 EW0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0697+STABILITY: SURFACE MOTION
 EW0697
 EW0697  HISTORY     - Date     Condition        Report By
 EW0697  HISTORY     - 1960     MONUMENTED       CA-037
 EW0697  HISTORY     - 1964     GOOD             NGS
 EW0697
 EW0697                          STATION DESCRIPTION
 EW0697
 EW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0697'3.4 MI E FROM LAKE HUGHES.
 EW0697'2.7 MILES EAST ALONG ELIZABETH LAKE ROAD FROM THE POST OFFICE AT
 EW0697'LAKE HUGHES, THENCE 0.65 MILES NORTH ALONG MUNZ RANCH ROAD, AT THE
 EW0697'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 44 FEET EAST OF THE
 EW0697'CENTER OF THE JUNCTION, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE
 EW0697'OF THE ROAD, 10 1/2 FEET WEST OF THE NORTHWEST END OF A GATE,
 EW0697'1 1/2 FEET SOUTHEAST OF POWER LINE POLE 307253E, 0.9 FOOT SOUTH OF
 EW0697'A FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 EW0697'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0697'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0705 ***********************************************************************
 EW0705  DESIGNATION -  113 2 LA CO
 EW0705  PID         -  EW0705
 EW0705  STATE/COUNTY-  CA/LOS ANGELES
 EW0705  USGS QUAD   -  LAKE HUGHES (1995)
 EW0705
 EW0705                         *CURRENT SURVEY CONTROL
 EW0705  ___________________________________________________________________
 EW0705* NAD 83(1986)-  34 41 00.     (N)    118 23 17.     (W)     SCALED    
 EW0705* NAVD 88     -       936.54   (+/-2cm)    3072.6    (feet)  VERTCON   
 EW0705  ___________________________________________________________________
 EW0705  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0705  VERT ORDER  -  THIRD (See Below)
 EW0705
 EW0705.The horizontal coordinates were scaled from a topographic map and have
 EW0705.an estimated accuracy of +/- 6 seconds.
 EW0705
 EW0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0705.The vertical order pertains to the NGVD 29 superseded value.
 EW0705
 EW0705.The geoid height was determined by GEOID03.
 EW0705
 EW0705;                    North         East    Units  Estimated Accuracy
 EW0705;SPC CA 5     -   631,330.    1,964,440.      MT  (+/- 180 meters Scaled)
 EW0705
 EW0705                          SUPERSEDED SURVEY CONTROL
 EW0705
 EW0705  NGVD 29 (??/??/??)  935.65   (m)         3069.7    (f) RESET       3  
 EW0705
 EW0705.Superseded values are not recommended for survey control.
 EW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0705.See file dsdata.txt to determine how the superseded data were derived.
 EW0705
 EW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU728388(NAD 83)
 EW0705_MARKER: DD = SURVEY DISK
 EW0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0705_STAMPING: BM 113-2 1960 5869
 EW0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0705+STABILITY: SURFACE MOTION
 EW0705
 EW0705  HISTORY     - Date     Condition        Report By
 EW0705  HISTORY     - 1960     MONUMENTED       CA-037
 EW0705  HISTORY     - 1964     GOOD             NGS
 EW0705
 EW0705                          STATION DESCRIPTION
 EW0705
 EW0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0705'4 MI NE FROM LAKE HUGHES.
 EW0705'2.7 MILES EAST ALONG ELIZABETH LAKE ROAD FROM THE POST OFFICE AT
 EW0705'LAKE HUGHES, THENCE 1.25 MILES NORTH ALONG MUNZ RANCH ROAD, 0.5
 EW0705'MILE SOUTH OF BENCH MARK P 1044, AT THE JUNCTION OF A TRACK ROAD
 EW0705'LEADING SOUTHEAST, 45 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 EW0705'JUNCTION, 32 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 EW0705'2.4 FEET NORTHWEST OF A WITNESS POST, 0.5 FOOT SOUTHEAST OF A
 EW0705'FENCE, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 EW0705'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3488 ***********************************************************************
 HS3488  DESIGNATION -  113 A CO
 HS3488  PID         -  HS3488
 HS3488  STATE/COUNTY-  CA/ALAMEDA
 HS3488  USGS QUAD   -  ALTAMONT (1981)
 HS3488
 HS3488                         *CURRENT SURVEY CONTROL
 HS3488  ___________________________________________________________________
 HS3488* NAD 83(1986)-  37 41 40.     (N)    121 41 48.     (W)     SCALED    
 HS3488* NAVD 88     -       188.58   (+/-2cm)     618.7    (feet)  VERTCON   
 HS3488  ___________________________________________________________________
 HS3488  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HS3488  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3488
 HS3488.The horizontal coordinates were scaled from a topographic map and have
 HS3488.an estimated accuracy of +/- 6 seconds.
 HS3488
 HS3488.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3488.The vertical order pertains to the NGVD 29 superseded value.
 HS3488
 HS3488.The geoid height was determined by GEOID03.
 HS3488
 HS3488;                    North         East    Units  Estimated Accuracy
 HS3488;SPC CA 3     -   633,240.    1,894,470.      MT  (+/- 180 meters Scaled)
 HS3488
 HS3488                          SUPERSEDED SURVEY CONTROL
 HS3488
 HS3488  NGVD 29 (??/??/92)  187.775  (m)          616.06   (f) ADJ UNCH    1 2
 HS3488
 HS3488.Superseded values are not recommended for survey control.
 HS3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3488.See file dsdata.txt to determine how the superseded data were derived.
 HS3488
 HS3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG149727(NAD 83)
 HS3488_MARKER: DD = SURVEY DISK
 HS3488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3488_STAMPING: 113
 HS3488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3488+STABILITY: SURFACE MOTION
 HS3488
 HS3488  HISTORY     - Date     Condition        Report By
 HS3488  HISTORY     - UNK      MONUMENTED       CA-001
 HS3488  HISTORY     - 1958     GOOD             NGS
 HS3488  HISTORY     - 1960     GOOD             NGS
 HS3488
 HS3488                          STATION DESCRIPTION
 HS3488
 HS3488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS3488'4.8 MI SW FROM ALTAMONT.
 HS3488'3.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3488'FROM THE ABANDONED STATION AT ALTAMONT, THENCE 1.3 MILES SOUTH
 HS3488'ALONG GREENVILLE ROAD, IN R2E T3S S12, 24 FEET WEST-SOUTHWEST OF
 HS3488'THE CENTER OF THE T JUNCTION OF PATTERSON PASS ROAD LEADING EAST,
 HS3488'22 FEET WEST OF THE CENTER LINE OF GREENVILLE ROAD, 18 FEET
 HS3488'NORTHEAST OF THE NORTHEAST FENCE CORNER POST OF A MESH WIRE
 HS3488'FENCE AROUND PROPERTY OF THE ATOMIC ENERGY COMMISSION, 2 1/2
 HS3488'FEET SOUTHEAST OF A FENCE CORNER POST, 1 FOOT WEST OF A WITNESS
 HS3488'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HS3488'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HS3488
 HS3488                          STATION RECOVERY (1960)
 HS3488
 HS3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HS3488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1349 ***********************************************************************
 JS1349  DESIGNATION -  113 B USGS
 JS1349  PID         -  JS1349
 JS1349  STATE/COUNTY-  CA/SACRAMENTO
 JS1349  USGS QUAD   -  SLOUGHHOUSE (1993)
 JS1349
 JS1349                         *CURRENT SURVEY CONTROL
 JS1349  ___________________________________________________________________
 JS1349* NAD 83(1986)-  38 29 06.     (N)    121 11 19.     (W)     SCALED    
 JS1349* NAVD 88     -        36.94   (+/-2cm)     121.2    (feet)  VERTCON   
 JS1349  ___________________________________________________________________
 JS1349  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JS1349  VERT ORDER  -  THIRD (See Below)
 JS1349
 JS1349.The horizontal coordinates were scaled from a topographic map and have
 JS1349.an estimated accuracy of +/- 6 seconds.
 JS1349
 JS1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1349.The vertical order pertains to the NGVD 29 superseded value.
 JS1349
 JS1349.The geoid height was determined by GEOID03.
 JS1349
 JS1349;                    North         East    Units  Estimated Accuracy
 JS1349;SPC CA 2     -   591,160.    2,070,790.      MT  (+/- 180 meters Scaled)
 JS1349
 JS1349                          SUPERSEDED SURVEY CONTROL
 JS1349
 JS1349  NGVD 29 (??/??/??)   36.22   (m)          118.8    (f) RESET       3  
 JS1349
 JS1349.Superseded values are not recommended for survey control.
 JS1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1349.See file dsdata.txt to determine how the superseded data were derived.
 JS1349
 JS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH579611(NAD 83)
 JS1349_MARKER: DB = BENCH MARK DISK
 JS1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1349_SP_SET: PILLAR
 JS1349_STAMPING: 113 B 29 1907
 JS1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1349
 JS1349  HISTORY     - Date     Condition        Report By
 JS1349  HISTORY     - 1907     MONUMENTED       USGS
 JS1349  HISTORY     - 1949     GOOD             NGS
 JS1349  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS1349
 JS1349                          STATION DESCRIPTION
 JS1349
 JS1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS1349'1 MI SE FROM SLOUGHHOUSE.
 JS1349'1.0 MILE SOUTHEAST ALONG MEISS ROAD FROM THE POST OFFICE AT
 JS1349'SLOUGHHOUSE, AT THE NORTHWEST END OF A STEEL BRIDGE OVER THE
 JS1349'CONSUMNES RIVER, IN THE TOP OF THE ROUND CONCRETE PILLAR
 JS1349'SUPPORTING THE NORTHWEST END OF THE SOUTHWEST STEEL FRAME, 12
 JS1349'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET LOWER
 JS1349'THAN THE ROAD.
 JS1349
 JS1349                          STATION RECOVERY (2004)
 JS1349
 JS1349'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0205 ***********************************************************************
 MW0205  DESIGNATION -  113 GWM USGS
 MW0205  PID         -  MW0205
 MW0205  STATE/COUNTY-  CA/MODOC
 MW0205  USGS QUAD   -  CALDWELL BUTTE (1993)
 MW0205
 MW0205                         *CURRENT SURVEY CONTROL
 MW0205  ___________________________________________________________________
 MW0205* NAD 83(1986)-  41 39 58.     (N)    121 25 45.     (W)     SCALED    
 MW0205* NAVD 88     -      1329.777  (meters)    4362.78   (feet)  ADJUSTED  
 MW0205  ___________________________________________________________________
 MW0205  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 MW0205  DYNAMIC HT  -        1328.901 (meters)    4359.90  (feet)  COMP
 MW0205  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 MW0205
 MW0205  VERT ORDER  -  SECOND    CLASS 0
 MW0205
 MW0205.The horizontal coordinates were scaled from a topographic map and have
 MW0205.an estimated accuracy of +/- 6 seconds.
 MW0205
 MW0205.The orthometric height was determined by differential leveling
 MW0205.and adjusted in June 1991.
 MW0205
 MW0205.The geoid height was determined by GEOID03.
 MW0205
 MW0205.The dynamic height is computed by dividing the NAVD 88
 MW0205.geopotential number by the normal gravity value computed on the
 MW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0205.degrees latitude (g = 980.6199 gals.).
 MW0205
 MW0205.The modeled gravity was interpolated from observed gravity values.
 MW0205
 MW0205;                    North         East    Units  Estimated Accuracy
 MW0205;SPC CA 1     -   759,190.    2,047,540.      MT  (+/- 180 meters Scaled)
 MW0205
 MW0205                          SUPERSEDED SURVEY CONTROL
 MW0205
 MW0205  NGVD 29 (??/??/??) 1328.683  (m)         4359.19   (f) ADJUSTED    2 0
 MW0205
 MW0205.Superseded values are not recommended for survey control.
 MW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0205.See file dsdata.txt to determine how the superseded data were derived.
 MW0205
 MW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM307138(NAD 83)
 MW0205_MARKER: DD = SURVEY DISK
 MW0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0205_STAMPING: 113 GWM USGS 4359 1949
 MW0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0205+STABILITY: SURFACE MOTION
 MW0205
 MW0205  HISTORY     - Date     Condition        Report By
 MW0205  HISTORY     - 1949     MONUMENTED       USGS
 MW0205  HISTORY     - 1954     GOOD             NGS
 MW0205
 MW0205                          STATION DESCRIPTION
 MW0205
 MW0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MW0205'5.9 MI SE FROM INDIAN WELLS.
 MW0205'5.9 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INDIAN WELLS RANGER
 MW0205'STATION, AT THE Y JUNCTION OF A DIRT ROAD LEADING WEST TO COUGAR
 MW0205'BUTTE, 51 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 MW0205'33 1/2 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 1.2 FEET
 MW0205'SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 MW0205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MW0205'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0466 ***********************************************************************
 FT0466  DESIGNATION -  113 H N
 FT0466  PID         -  FT0466
 FT0466  STATE/COUNTY-  CA/INYO
 FT0466  USGS QUAD   -  WHITE HILLS (1983)
 FT0466
 FT0466                         *CURRENT SURVEY CONTROL
 FT0466  ___________________________________________________________________
 FT0466* NAD 83(1986)-  35 51 36.     (N)    117 44 04.     (W)     SCALED    
 FT0466* NAVD 88     -       819.683  (meters)    2689.24   (feet)  ADJUSTED  
 FT0466  ___________________________________________________________________
 FT0466  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FT0466  DYNAMIC HT  -         818.774 (meters)    2686.26  (feet)  COMP
 FT0466  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 FT0466
 FT0466  VERT ORDER  -  FIRST     CLASS II
 FT0466
 FT0466.The horizontal coordinates were scaled from a topographic map and have
 FT0466.an estimated accuracy of +/- 6 seconds.
 FT0466
 FT0466.The orthometric height was determined by differential leveling
 FT0466.and adjusted in June 1991.
 FT0466
 FT0466.The geoid height was determined by GEOID03.
 FT0466
 FT0466.The dynamic height is computed by dividing the NAVD 88
 FT0466.geopotential number by the normal gravity value computed on the
 FT0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0466.degrees latitude (g = 980.6199 gals.).
 FT0466
 FT0466.The modeled gravity was interpolated from observed gravity values.
 FT0466
 FT0466;                    North         East    Units  Estimated Accuracy
 FT0466;SPC CA 4     -   559,190.    2,114,310.      MT  (+/- 180 meters Scaled)
 FT0466
 FT0466                          SUPERSEDED SURVEY CONTROL
 FT0466
 FT0466  NGVD 29 (??/??/92)  818.824  (m)         2686.43   (f) ADJ UNCH    1 2
 FT0466
 FT0466.Superseded values are not recommended for survey control.
 FT0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0466.See file dsdata.txt to determine how the superseded data were derived.
 FT0466
 FT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV336686(NAD 83)
 FT0466_MARKER: DD = SURVEY DISK
 FT0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0466_STAMPING: NOTS H+N BM NO 113 EL 2686.741 INYOKERN
 FT0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0466+STABILITY: SURFACE MOTION
 FT0466
 FT0466  HISTORY     - Date     Condition        Report By
 FT0466  HISTORY     - UNK      MONUMENTED       USN
 FT0466  HISTORY     - 1950     GOOD             NGS
 FT0466  HISTORY     - 1953     GOOD             USGS
 FT0466
 FT0466                          STATION DESCRIPTION
 FT0466
 FT0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0466'16.5 MI NW FROM CHINA LAKE USN .
 FT0466'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0466'3.0 MILES NORTH ALONG THE L AND L-C ROAD FROM THE INTERSECTION
 FT0466'OF THE G-1 SPOTTING TOWER ROAD 40 FEET EAST OF THE CENTER LINE
 FT0466'OF THE ROAD AT A CURVE IN THE ROAD WHERE IT BEARS TO THE EAST,
 FT0466'18 IN WEST OF A WHITE WITNESS POST.  THE STATION IS AN USN  DISK
 FT0466'SET WITH CONCRETE IN THE TOP OF A 5 IN TILE PIPE, PROJECTING
 FT0466'5 IN AND IS STAMPED USN  H AND N BM NO. 113 EL. 2686.741
 FT0466'INYOKERN.  FOR INFORMATION TO REACH FROM THE NAVAL ORDNANCE TEST
 FT0466'STATION HEADQUARTERS CONTACT THE RANGE DESIGN OFFICE.  OR
 FT0466'INQUIRE AT THE PUBLIC WORKS OFFICE ON THE NAVY BASE.
 FT0466
 FT0466                          STATION RECOVERY (1953)
 FT0466
 FT0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FT0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0543 ***********************************************************************
 DY0543  DESIGNATION -  113 LA CO
 DY0543  PID         -  DY0543
 DY0543  STATE/COUNTY-  CA/LOS ANGELES
 DY0543  USGS QUAD   -  SOUTH GATE (1981)
 DY0543
 DY0543                         *CURRENT SURVEY CONTROL
 DY0543  ___________________________________________________________________
 DY0543* NAD 83(1986)-  33 56 49.     (N)    118 08 56.     (W)     SCALED    
 DY0543* NAVD 88     -        35.03   (+/-2cm)     114.9    (feet)  VERTCON   
 DY0543  ___________________________________________________________________
 DY0543  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0543  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0543
 DY0543.The horizontal coordinates were scaled from a topographic map and have
 DY0543.an estimated accuracy of +/- 6 seconds.
 DY0543
 DY0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0543.The vertical order pertains to the NGVD 29 superseded value.
 DY0543
 DY0543.The geoid height was determined by GEOID03.
 DY0543
 DY0543;                    North         East    Units  Estimated Accuracy
 DY0543;SPC CA 5     -   549,590.    1,986,240.      MT  (+/- 180 meters Scaled)
 DY0543
 DY0543                          SUPERSEDED SURVEY CONTROL
 DY0543
 DY0543  NGVD 29 (??/??/92)   34.294  (m)          112.51   (f) ADJ UNCH    1 2
 DY0543
 DY0543.Superseded values are not recommended for survey control.
 DY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0543.See file dsdata.txt to determine how the superseded data were derived.
 DY0543
 DY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT938568(NAD 83)
 DY0543_MARKER: DD = SURVEY DISK
 DY0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0543_SP_SET: CULVERT
 DY0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0543
 DY0543  HISTORY     - Date     Condition        Report By
 DY0543  HISTORY     - UNK      MONUMENTED       CA-037
 DY0543  HISTORY     - 1961     GOOD             NGS
 DY0543
 DY0543                          STATION DESCRIPTION
 DY0543
 DY0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0543'1 MI NW FROM DOWNEY.
 DY0543'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DY0543'DOWNEY, LOS ANGELES COUNTY, AT MILEAGE 494.2, 65 FEET NORTHEAST
 DY0543'OF THE CENTERLINE OF THE TRACK, AT A CULVERT UNDER FIRESTONE
 DY0543'BOULEVARD, AND IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.
 DY0543'A NAIL SET IN LEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0951 ***********************************************************************
 JT0951  DESIGNATION -  113 USGS
 JT0951  PID         -  JT0951
 JT0951  STATE/COUNTY-  CA/MARIN
 JT0951  USGS QUAD   -  TOMALES (1995)
 JT0951
 JT0951                         *CURRENT SURVEY CONTROL
 JT0951  ___________________________________________________________________
 JT0951* NAD 83(1986)-  38 14 55.     (N)    122 54 43.     (W)     SCALED    
 JT0951* NAVD 88     -        37.81   (+/-2cm)     124.0    (feet)  VERTCON   
 JT0951  ___________________________________________________________________
 JT0951  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JT0951  VERT ORDER  -  THIRD (See Below)
 JT0951
 JT0951.The horizontal coordinates were scaled from a topographic map and have
 JT0951.an estimated accuracy of +/- 6 seconds.
 JT0951
 JT0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0951.The vertical order pertains to the NGVD 29 superseded value.
 JT0951
 JT0951.The geoid height was determined by GEOID03.
 JT0951
 JT0951;                    North         East    Units  Estimated Accuracy
 JT0951;SPC CA 3     -   696,790.    1,788,900.      MT  (+/- 180 meters Scaled)
 JT0951
 JT0951                          SUPERSEDED SURVEY CONTROL
 JT0951
 JT0951  NGVD 29 (??/??/??)   36.98   (m)          121.3    (f) RESET       3  
 JT0951
 JT0951.Superseded values are not recommended for survey control.
 JT0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0951.See file dsdata.txt to determine how the superseded data were derived.
 JT0951
 JT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH077334(NAD 83)
 JT0951_MARKER: P = PIPE CAP
 JT0951_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0951_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0951_STAMPING: 113
 JT0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0951
 JT0951  HISTORY     - Date     Condition        Report By
 JT0951  HISTORY     - UNK      MONUMENTED       USGS
 JT0951  HISTORY     - 1951     GOOD             NGS
 JT0951  HISTORY     - 1959     GOOD             NGS
 JT0951
 JT0951                          STATION DESCRIPTION
 JT0951
 JT0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0951'0.4 MI W FROM TOMALES.
 JT0951'ABOUT 0.4 MILES WEST ALONG THE DILLON BEACH ROAD FROM THE BANK
 JT0951'OF AMERICA BUILDING AT TOMALES, ON THE SOUTH SLOPE OF A BARE HILL,
 JT0951'ABOUT 0.1 MILES EAST OF A CATHOLIC CEMETARY, 243.0 FEET NORTH OF
 JT0951'THE CENTER LINE OF THE ROAD, ALONG AN OLD ABANDONED RAILROAD BED,
 JT0951'163.0 FEET NORTHWEST OF AND ACROSS THE OLD RAILROAD BED FROM A
 JT0951'T JUNCTION OF FENCES, 59.5 FEET NORTH OF A FENCE, 30.0 FEET NORTH
 JT0951'OF THE CENTER LINE OF THE OLD RAILROAD BED, 1.8 FEET WEST OF A
 JT0951'WITNESS POST, ABOUT 20.0 FEET HIGHER THAN THE ROAD, ABOUT 4.0 FEET
 JT0951'HIGHER THAN THE OLD RAILROAD BED, AND RIVETED ON TOP OF A 3 1/2-INCH
 JT0951'IRON PIPE PROJECTING 0.3 FEET.
 JT0951
 JT0951                          STATION RECOVERY (1959)
 JT0951
 JT0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 JT0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0034 ***********************************************************************
 GU0034  DESIGNATION -  113.00 L
 GU0034  PID         -  GU0034
 GU0034  STATE/COUNTY-  CA/FRESNO
 GU0034  USGS QUAD   -  CHANEY RANCH (1971)
 GU0034
 GU0034                         *CURRENT SURVEY CONTROL
 GU0034  ___________________________________________________________________
 GU0034* NAD 83(1986)-  36 39 28.     (N)    120 31 53.     (W)     SCALED    
 GU0034* NAVD 88     -       102.990  (meters)     337.89   (feet)  ADJUSTED  
 GU0034  ___________________________________________________________________
 GU0034  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0034  DYNAMIC HT  -         102.902 (meters)     337.60  (feet)  COMP
 GU0034  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 GU0034
 GU0034  VERT ORDER  -  FIRST     CLASS I
 GU0034
 GU0034.The horizontal coordinates were scaled from a topographic map and have
 GU0034.an estimated accuracy of +/- 6 seconds.
 GU0034
 GU0034.The orthometric height was determined by differential leveling
 GU0034.and adjusted in June 1991.
 GU0034
 GU0034.The geoid height was determined by GEOID03.
 GU0034
 GU0034.The dynamic height is computed by dividing the NAVD 88
 GU0034.geopotential number by the normal gravity value computed on the
 GU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0034.degrees latitude (g = 980.6199 gals.).
 GU0034
 GU0034.The modeled gravity was interpolated from observed gravity values.
 GU0034
 GU0034;                    North         East    Units  Estimated Accuracy
 GU0034;SPC CA 4     -   648,050.    1,863,090.      MT  (+/- 180 meters Scaled)
 GU0034
 GU0034                          SUPERSEDED SURVEY CONTROL
 GU0034
 GU0034  NGVD 29 (??/??/92)  102.277  (m)          335.55   (f) ADJ UNCH    1 1
 GU0034
 GU0034.Superseded values are not recommended for survey control.
 GU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0034.See file dsdata.txt to determine how the superseded data were derived.
 GU0034
 GU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF206597(NAD 83)
 GU0034_MARKER: DD = SURVEY DISK
 GU0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0034_SP_SET: HEADWALL
 GU0034_STAMPING: 113.00 L
 GU0034_MARK LOGO: BOR   
 GU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0034+STABILITY: SURFACE MOTION
 GU0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0034+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0034
 GU0034  HISTORY     - Date     Condition        Report By
 GU0034  HISTORY     - UNK      MONUMENTED       BOR
 GU0034  HISTORY     - 1967     GOOD             NGS
 GU0034  HISTORY     - 1975     GOOD             NGS
 GU0034  HISTORY     - 19881201 GOOD             NGS
 GU0034
 GU0034                          STATION DESCRIPTION
 GU0034
 GU0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0034'26.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0034'26.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0034'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE CONCRETE
 GU0034'GRATE DECK FOR A TURNOUT STRUCTURE, IN R13E T15S, SECTION 2,
 GU0034'24 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 GU0034'ROAD, 6.0 FEET SOUTHWEST OF A CONCRETE RETAINING WALL, 2.0 FEET
 GU0034'NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE
 GU0034'AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0034
 GU0034                          STATION RECOVERY (1975)
 GU0034
 GU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0034'RECOVERED IN GOOD CONDITION.
 GU0034
 GU0034                          STATION RECOVERY (1988)
 GU0034
 GU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0034'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 GU0034'DISK IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0830 ***********************************************************************
 DB0830  DESIGNATION -  113.010 BOR
 DB0830  PID         -  DB0830
 DB0830  STATE/COUNTY-  CA/IMPERIAL
 DB0830  USGS QUAD   -  GLAMIS NW (1979)
 DB0830
 DB0830                         *CURRENT SURVEY CONTROL
 DB0830  ___________________________________________________________________
 DB0830* NAD 83(1986)-  32 56 13.     (N)    115 09 57.     (W)     SCALED    
 DB0830* NAVD 88     -        35.203  (meters)     115.50   (feet)  READJUSTED
 DB0830  ___________________________________________________________________
 DB0830  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DB0830  DYNAMIC HT  -          35.160 (meters)     115.35  (feet)  COMP
 DB0830  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 DB0830
 DB0830  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0830
 DB0830.The horizontal coordinates were scaled from a topographic map and have
 DB0830.an estimated accuracy of +/- 6 seconds.
 DB0830
 DB0830.The orthometric height was determined by differential leveling
 DB0830.and adjusted in January 1995.
 DB0830.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0830.distribution rate of 0.0 thru 1.0 mm/km.
 DB0830.The height was derived from older observations constrained to new
 DB0830.heights in a crustal motion area.  The height is approximate in
 DB0830.relation to other heights in its vicinity.
 DB0830
 DB0830.The geoid height was determined by GEOID03.
 DB0830
 DB0830.The dynamic height is computed by dividing the NAVD 88
 DB0830.geopotential number by the normal gravity value computed on the
 DB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0830.degrees latitude (g = 980.6199 gals.).
 DB0830
 DB0830.The modeled gravity was interpolated from observed gravity values.
 DB0830
 DB0830;                    North         East    Units  Estimated Accuracy
 DB0830;SPC CA 6     -   585,950.    2,101,390.      MT  (+/- 180 meters Scaled)
 DB0830
 DB0830                          SUPERSEDED SURVEY CONTROL
 DB0830
 DB0830  NGVD 29 (??/??/??)   34.471  (m)          113.09   (f) ADJUSTED    2 1
 DB0830
 DB0830.Superseded values are not recommended for survey control.
 DB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0830.See file dsdata.txt to determine how the superseded data were derived.
 DB0830
 DB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS714457(NAD 83)
 DB0830_MARKER: DD = SURVEY DISK
 DB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0830_STAMPING: 113.010
 DB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0830+STABILITY: SURFACE MOTION
 DB0830
 DB0830  HISTORY     - Date     Condition        Report By
 DB0830  HISTORY     - UNK      MONUMENTED       BOR
 DB0830  HISTORY     - 1971     GOOD             NGS
 DB0830  HISTORY     - 1974     GOOD
 DB0830  HISTORY     - 1977     GOOD
 DB0830  HISTORY     - 1980     GOOD             BOR
 DB0830
 DB0830                          STATION DESCRIPTION
 DB0830
 DB0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0830'24 MI SE FROM BRAWLEY.
 DB0830'FROM THE INTERSECTION OF STATE HIGHWAY 78 (MAIN ST.) AND FIRST
 DB0830'ST. IN BRAWLEY, PROCEED E. ON STATE HIGHWAY 78 APPROXIMATELY
 DB0830'21.5 MILES TO WHERE THE HIGHWAY, CROSSES THE COCHELLA CANAL,
 DB0830'FOLLOW THE W. CANAL BANK S. APPROXIMATELY 2.8 MILES.  THE BENCH
 DB0830'MARK IS LOCATED ABOUT 75 FT. FROM THE TOE OF THE W. SPOILS
 DB0830'BANK, AND IS ON TOP OF A 5 IN DIAMETER CONCRETE CYLINDER, AND
 DB0830'IS 0.2 FT. ABOVE THE GROUND.  SECTION 13, T 14 S., R 17 E.
 DB0830
 DB0830                          STATION RECOVERY (1974)
 DB0830
 DB0830'RECOVERED 1974
 DB0830'RECOVERED IN GOOD CONDITION.
 DB0830
 DB0830                          STATION RECOVERY (1977)
 DB0830
 DB0830'RECOVERED 1977
 DB0830'RECOVERED IN GOOD CONDITION.
 DB0830
 DB0830                          STATION RECOVERY (1980)
 DB0830
 DB0830'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0300 ***********************************************************************
 JT0300  DESIGNATION -  113.301
 JT0300  PID         -  JT0300
 JT0300  STATE/COUNTY-  CA/SOLANO
 JT0300  USGS QUAD   -  MARE ISLAND (1980)
 JT0300
 JT0300                         *CURRENT SURVEY CONTROL
 JT0300  ___________________________________________________________________
 JT0300* NAD 83(1986)-  38 06 57.     (N)    122 17 12.     (W)     SCALED    
 JT0300* NAVD 88     -         3.84   (+/-2cm)      12.6    (feet)  VERTCON   
 JT0300  ___________________________________________________________________
 JT0300  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JT0300  VERT ORDER  -  THIRD (See Below)
 JT0300
 JT0300.The horizontal coordinates were scaled from a topographic map and have
 JT0300.an estimated accuracy of +/- 6 seconds.
 JT0300
 JT0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0300.The vertical order pertains to the NGVD 29 superseded value.
 JT0300
 JT0300.The geoid height was determined by GEOID03.
 JT0300
 JT0300;                    North         East    Units  Estimated Accuracy
 JT0300;SPC CA 2     -   549,900.    1,974,860.      MT  (+/- 180 meters Scaled)
 JT0300
 JT0300                          SUPERSEDED SURVEY CONTROL
 JT0300
 JT0300  NGVD 29 (??/??/??)    3.10   (m)           10.2    (f) RESET       3  
 JT0300
 JT0300.Superseded values are not recommended for survey control.
 JT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0300.See file dsdata.txt to determine how the superseded data were derived.
 JT0300
 JT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625189(NAD 83)
 JT0300_MARKER: Z = SEE DESCRIPTION
 JT0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0300_SP_SET: BUILDING
 JT0300_STAMPING: BM EL 113.301
 JT0300_MARK LOGO: USN   
 JT0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0300
 JT0300  HISTORY     - Date     Condition        Report By
 JT0300  HISTORY     - UNK      MONUMENTED       DOD
 JT0300  HISTORY     - 1950     GOOD             CGS
 JT0300  HISTORY     - 1961     GOOD             CGS
 JT0300
 JT0300                          STATION DESCRIPTION
 JT0300
 JT0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0300'AT MARE ISLAND NAVAL SHIPYARD.
 JT0300'AT MARE ISLAND NAVAL SHIPYARD, ABOUT 100 YARDS SOUTHEAST OF THE
 JT0300'NORTH ENTRANCE, AT BUILDING NO. 755 (U.S. NAVAL TRAINING CENTER
 JT0300'BUILDING), SET VERTICALLY IN THE NORTHWEST CONCRETE WALL, 0.8
 JT0300'FOOT SOUTHWEST OF THE NORTH CORNER, 67.0 FEET SOUTHWEST OF THE
 JT0300'CENTER LINE OF RAILROAD AVENUE, 41.6 FEET SOUTHEAST OF A CONCRETE
 JT0300'CURBING, 2.2 FEET ABOVE THE SURFACE OF THE GROUND, AND PROJECTING
 JT0300'0.1 FOOT FROM THE SURFACE OF THE WALL.
 JT0300
 JT0300                          STATION RECOVERY (1961)
 JT0300
 JT0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0652 ***********************************************************************
 GU0652  DESIGNATION -  113.4 USBR
 GU0652  PID         -  GU0652
 GU0652  STATE/COUNTY-  CA/FRESNO
 GU0652  USGS QUAD   -  FIREBAUGH (1984)
 GU0652
 GU0652                         *CURRENT SURVEY CONTROL
 GU0652  ___________________________________________________________________
 GU0652* NAD 83(1986)-  36 48 28.     (N)    120 24 24.     (W)     SCALED    
 GU0652* NAVD 88     -        49.08   (+/-2cm)     161.0    (feet)  VERTCON   
 GU0652  ___________________________________________________________________
 GU0652  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0652
 GU0652.The horizontal coordinates were scaled from a topographic map and have
 GU0652.an estimated accuracy of +/- 6 seconds.
 GU0652
 GU0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0652.The vertical order pertains to the NGVD 29 superseded value.
 GU0652
 GU0652.The geoid height was determined by GEOID03.
 GU0652
 GU0652;                    North         East    Units  Estimated Accuracy
 GU0652;SPC CA 4     -   664,530.    1,874,490.      MT  (+/- 180 meters Scaled)
 GU0652
 GU0652                          SUPERSEDED SURVEY CONTROL
 GU0652
 GU0652  NGVD 29 (??/??/92)   48.366  (m)          158.68   (f) ADJ UNCH    1 2
 GU0652
 GU0652.Superseded values are not recommended for survey control.
 GU0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0652.See file dsdata.txt to determine how the superseded data were derived.
 GU0652
 GU0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF313766(NAD 83)
 GU0652_MARKER: DD = SURVEY DISK
 GU0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0652+STABILITY: SURFACE MOTION
 GU0652
 GU0652  HISTORY     - Date     Condition        Report By
 GU0652  HISTORY     - UNK      MONUMENTED       BOR
 GU0652  HISTORY     - 1955     GOOD             NGS
 GU0652  HISTORY     - 1965     GOOD             NGS
 GU0652
 GU0652                          STATION DESCRIPTION
 GU0652
 GU0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0652'4.7 MI SE FROM FIREBAUGH.
 GU0652'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU0652'FROM THE STATION AT FIREBAUGH, THENCE 2.6 MILES SOUTHEAST ALONG
 GU0652'A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU0652'CANAL, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET
 GU0652'SOUTH OF THE SOUTH SIDE OF THE CANAL, ABOUT 1 FOOT LOWER THAN
 GU0652'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 GU0652'FOOT ABOVE THE GROUND.
 GU0652
 GU0652                          STATION RECOVERY (1965)
 GU0652
 GU0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 GU0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0031 ***********************************************************************
 GU0031  DESIGNATION -  113.44 L
 GU0031  PID         -  GU0031
 GU0031  STATE/COUNTY-  CA/FRESNO
 GU0031  USGS QUAD   -  CHANEY RANCH (1971)
 GU0031
 GU0031                         *CURRENT SURVEY CONTROL
 GU0031  ___________________________________________________________________
 GU0031* NAD 83(1986)-  36 39 07.     (N)    120 31 35.     (W)     SCALED    
 GU0031* NAVD 88     -        99.02   (+/-2cm)     324.9    (feet)  VERTCON   
 GU0031  ___________________________________________________________________
 GU0031  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0031  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0031
 GU0031.The horizontal coordinates were scaled from a topographic map and have
 GU0031.an estimated accuracy of +/- 6 seconds.
 GU0031
 GU0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0031.The vertical order pertains to the NGVD 29 superseded value.
 GU0031
 GU0031.The geoid height was determined by GEOID03.
 GU0031
 GU0031;                    North         East    Units  Estimated Accuracy
 GU0031;SPC CA 4     -   647,400.    1,863,530.      MT  (+/- 180 meters Scaled)
 GU0031
 GU0031                          SUPERSEDED SURVEY CONTROL
 GU0031
 GU0031  NGVD 29 (??/??/92)   98.246  (m)          322.33   (f) ADJ UNCH    1 1
 GU0031
 GU0031.Superseded values are not recommended for survey control.
 GU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0031.See file dsdata.txt to determine how the superseded data were derived.
 GU0031
 GU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF211591(NAD 83)
 GU0031_MARKER: DD = SURVEY DISK
 GU0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0031_SP_SET: CANAL LINING
 GU0031_STAMPING: 113.44 L
 GU0031_MARK LOGO: BOR   
 GU0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0031+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0031
 GU0031  HISTORY     - Date     Condition        Report By
 GU0031  HISTORY     - UNK      MONUMENTED       BOR
 GU0031  HISTORY     - 1967     GOOD             NGS
 GU0031  HISTORY     - 1975     GOOD             NGS
 GU0031  HISTORY     - 19881201 GOOD             NGS
 GU0031
 GU0031                          STATION DESCRIPTION
 GU0031
 GU0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0031'26.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0031'26.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0031'AMIGOS PUMP PLANT, IN R13E T15S, SECTION 2, IN THE TOP OF THE
 GU0031'EAST CORNER OF A 3- BY 5-FOOT EXPOSED PORTION OF AN 18-INCH
 GU0031'PRESSURE IRRIGATION CROSSING, 150 FEET NORTHEAST OF THE
 GU0031'NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT
 GU0031'12 FEET LOWER THAN THE LEVEE ROAD.
 GU0031
 GU0031                          STATION RECOVERY (1975)
 GU0031
 GU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0031'RECOVERED IN GOOD CONDITION.
 GU0031
 GU0031                          STATION RECOVERY (1988)
 GU0031
 GU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0832 ***********************************************************************
 DB0832  DESIGNATION -  113.510 BOR
 DB0832  PID         -  DB0832
 DB0832  STATE/COUNTY-  CA/IMPERIAL
 DB0832  USGS QUAD   -  GLAMIS NW (1979)
 DB0832
 DB0832                         *CURRENT SURVEY CONTROL
 DB0832  ___________________________________________________________________
 DB0832* NAD 83(1986)-  32 55 12.     (N)    115 09 33.     (W)     SCALED    
 DB0832* NAVD 88     -        35.324  (meters)     115.89   (feet)  READJUSTED
 DB0832  ___________________________________________________________________
 DB0832  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DB0832  DYNAMIC HT  -          35.280 (meters)     115.75  (feet)  COMP
 DB0832  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 DB0832
 DB0832  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0832
 DB0832.The horizontal coordinates were scaled from a topographic map and have
 DB0832.an estimated accuracy of +/- 6 seconds.
 DB0832
 DB0832.The orthometric height was determined by differential leveling
 DB0832.and adjusted in January 1995.
 DB0832.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0832.distribution rate of 0.0 thru 1.0 mm/km.
 DB0832.The height was derived from older observations constrained to new
 DB0832.heights in a crustal motion area.  The height is approximate in
 DB0832.relation to other heights in its vicinity.
 DB0832
 DB0832.The geoid height was determined by GEOID03.
 DB0832
 DB0832.The dynamic height is computed by dividing the NAVD 88
 DB0832.geopotential number by the normal gravity value computed on the
 DB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0832.degrees latitude (g = 980.6199 gals.).
 DB0832
 DB0832.The modeled gravity was interpolated from observed gravity values.
 DB0832
 DB0832;                    North         East    Units  Estimated Accuracy
 DB0832;SPC CA 6     -   584,080.    2,102,030.      MT  (+/- 180 meters Scaled)
 DB0832
 DB0832                          SUPERSEDED SURVEY CONTROL
 DB0832
 DB0832  NGVD 29 (??/??/??)   34.594  (m)          113.50   (f) ADJUSTED    2 1
 DB0832
 DB0832.Superseded values are not recommended for survey control.
 DB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0832.See file dsdata.txt to determine how the superseded data were derived.
 DB0832
 DB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS721439(NAD 83)
 DB0832_MARKER: DD = SURVEY DISK
 DB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0832_STAMPING: 113.510
 DB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0832+STABILITY: SURFACE MOTION
 DB0832
 DB0832  HISTORY     - Date     Condition        Report By
 DB0832  HISTORY     - UNK      MONUMENTED       BOR
 DB0832  HISTORY     - 1971     GOOD             NGS
 DB0832  HISTORY     - 1974     GOOD
 DB0832  HISTORY     - 1977     GOOD
 DB0832  HISTORY     - 1980     GOOD             BOR
 DB0832
 DB0832                          STATION DESCRIPTION
 DB0832
 DB0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0832'25 MI SE FROM BRAWLEY.
 DB0832'FROM THE INTERSECTION OF STATE HIGHWAY 78 (MAIN ST.) AND FIRST
 DB0832'ST. IN BRAWLEY, PROCEED E. ON STATE HIGHWAY 78 APPROXIMATELY
 DB0832'21.5 MILES TO WHERE THE HIGHWAY CROSSES THE COCHELLA CANAL, FOLLOW
 DB0832'THE W. CANAL BANK S. APPROXIMATELY 3.8 MILES.  THE BENCH MARK
 DB0832'IS LOCATED ABOUT 40 FT. FROM THE TOE OF THE W. SPOILS BANK,
 DB0832'AND IS SET ON TOP OF 5 IN DIAMETER CONCRETE CYLINDER, AND IS
 DB0832'0.7 FT. ABOVE THE GROUND.  SECTION 19, T 14 S., R 18 E.
 DB0832
 DB0832                          STATION RECOVERY (1974)
 DB0832
 DB0832'RECOVERED 1974
 DB0832'RECOVERED IN GOOD CONDITION.
 DB0832
 DB0832                          STATION RECOVERY (1977)
 DB0832
 DB0832'RECOVERED 1977
 DB0832'RECOVERED IN GOOD CONDITION.
 DB0832
 DB0832                          STATION RECOVERY (1980)
 DB0832
 DB0832'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0834 ***********************************************************************
 DB0834  DESIGNATION -  113.670 STA 950+00 BOR
 DB0834  PID         -  DB0834
 DB0834  STATE/COUNTY-  CA/IMPERIAL
 DB0834  USGS QUAD   -  GLAMIS NW (1979)
 DB0834
 DB0834                         *CURRENT SURVEY CONTROL
 DB0834  ___________________________________________________________________
 DB0834* NAD 83(1986)-  32 53 30.     (N)    115 08 33.     (W)     SCALED    
 DB0834* NAVD 88     -        35.390  (meters)     116.11   (feet)  READJUSTED
 DB0834  ___________________________________________________________________
 DB0834  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB0834  DYNAMIC HT  -          35.350 (meters)     115.98  (feet)  COMP
 DB0834  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 DB0834
 DB0834  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0834
 DB0834.The horizontal coordinates were scaled from a topographic map and have
 DB0834.an estimated accuracy of +/- 6 seconds.
 DB0834
 DB0834.The orthometric height was determined by differential leveling
 DB0834.and adjusted in January 1995.
 DB0834.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0834.distribution rate of 0.0 thru 1.0 mm/km.
 DB0834.The height was derived from older observations constrained to new
 DB0834.heights in a crustal motion area.  The height is approximate in
 DB0834.relation to other heights in its vicinity.
 DB0834
 DB0834.The geoid height was determined by GEOID03.
 DB0834
 DB0834.The dynamic height is computed by dividing the NAVD 88
 DB0834.geopotential number by the normal gravity value computed on the
 DB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0834.degrees latitude (g = 980.6199 gals.).
 DB0834
 DB0834.The modeled gravity was interpolated from observed gravity values.
 DB0834
 DB0834;                    North         East    Units  Estimated Accuracy
 DB0834;SPC CA 6     -   580,960.    2,103,620.      MT  (+/- 180 meters Scaled)
 DB0834
 DB0834                          SUPERSEDED SURVEY CONTROL
 DB0834
 DB0834  NGVD 29 (??/??/??)   34.663  (m)          113.72   (f) ADJUSTED    2 1
 DB0834
 DB0834.Superseded values are not recommended for survey control.
 DB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0834.See file dsdata.txt to determine how the superseded data were derived.
 DB0834
 DB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS737408(NAD 83)
 DB0834_MARKER: DD = SURVEY DISK
 DB0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0834_STAMPING: 113.670 STA 950+00
 DB0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0834+STABILITY: SURFACE MOTION
 DB0834
 DB0834  HISTORY     - Date     Condition        Report By
 DB0834  HISTORY     - UNK      MONUMENTED       BOR
 DB0834  HISTORY     - 1971     GOOD             NGS
 DB0834  HISTORY     - 1974     GOOD
 DB0834  HISTORY     - 1977     GOOD
 DB0834  HISTORY     - 1980     GOOD             BOR
 DB0834
 DB0834                          STATION DESCRIPTION
 DB0834
 DB0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0834'29 MI SE FROM BRAWLEY.
 DB0834'FROM THE INTERSECTION OF STATE HIGHWAY 78 (MAIN ST. ) AND FIRST
 DB0834'ST. IN BRAWLEY, PROCEED E. ON STATE HIGHWAY 78 APPROXIMATELY
 DB0834'21.5 MILES TO WHERE THE HIGHWAY CROSSES THE COCHELLA CANAL,
 DB0834'FOLLOW THE W. CANAL BANK S. 6 MILES.  THE MARK IS LOCATED ABOUT
 DB0834'60 FT. FROM THE TOE OF THE W. SPOILS BANK, AND IS SET ON THE
 DB0834'TOP OF A 5 INCH DIAMETER CONCRETE CYLINDER, AND IS 0.6 FT. ABOVE
 DB0834'THE GROUND.  SECTION 32, T 14 S., R 18 E.
 DB0834
 DB0834                          STATION RECOVERY (1974)
 DB0834
 DB0834'RECOVERED 1974
 DB0834'RECOVERED IN GOOD CONDITION.
 DB0834
 DB0834                          STATION RECOVERY (1977)
 DB0834
 DB0834'RECOVERED 1977
 DB0834'RECOVERED IN GOOD CONDITION.
 DB0834
 DB0834                          STATION RECOVERY (1980)
 DB0834
 DB0834'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0029 ***********************************************************************
 GU0029  DESIGNATION -  113.77 R
 GU0029  PID         -  GU0029
 GU0029  STATE/COUNTY-  CA/FRESNO
 GU0029  USGS QUAD   -  CHANEY RANCH (1971)
 GU0029
 GU0029                         *CURRENT SURVEY CONTROL
 GU0029  ___________________________________________________________________
 GU0029* NAD 83(1986)-  36 38 47.     (N)    120 31 22.     (W)     SCALED    
 GU0029* NAVD 88     -       102.39   (+/-2cm)     335.9    (feet)  VERTCON   
 GU0029  ___________________________________________________________________
 GU0029  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0029  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0029
 GU0029.The horizontal coordinates were scaled from a topographic map and have
 GU0029.an estimated accuracy of +/- 6 seconds.
 GU0029
 GU0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0029.The vertical order pertains to the NGVD 29 superseded value.
 GU0029
 GU0029.The geoid height was determined by GEOID03.
 GU0029
 GU0029;                    North         East    Units  Estimated Accuracy
 GU0029;SPC CA 4     -   646,780.    1,863,840.      MT  (+/- 180 meters Scaled)
 GU0029
 GU0029                          SUPERSEDED SURVEY CONTROL
 GU0029
 GU0029  NGVD 29 (??/??/92)  101.612  (m)          333.37   (f) ADJ UNCH    1 1
 GU0029
 GU0029.Superseded values are not recommended for survey control.
 GU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0029.See file dsdata.txt to determine how the superseded data were derived.
 GU0029
 GU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF214585(NAD 83)
 GU0029_MARKER: DD = SURVEY DISK
 GU0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0029_SP_SET: HEADWALL
 GU0029_STAMPING: 113.77 R
 GU0029_MARK LOGO: BOR   
 GU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0029+STABILITY: SURFACE MOTION
 GU0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0029+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0029
 GU0029  HISTORY     - Date     Condition        Report By
 GU0029  HISTORY     - UNK      MONUMENTED       BOR
 GU0029  HISTORY     - 1967     GOOD             NGS
 GU0029  HISTORY     - 1975     GOOD             NGS
 GU0029  HISTORY     - 19881201 GOOD             NGS
 GU0029
 GU0029                          STATION DESCRIPTION
 GU0029
 GU0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0029'27 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0029'27.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0029'DOS AMIGOS PUMP PLANT, 0.05 MILE NORTHWEST OF THE WEST END OF
 GU0029'LINCOLN AVENUE BRIDGE OVER THE AQUEDUCT, IN THE TOP OF THE CENTER
 GU0029'OF THE CONCRETE GRATE DECK FOR A TURNOUT STRUCTURE, 25 FEET NORTHEAST
 GU0029'OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF
 GU0029'THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT
 GU0029'3 1/2 FEET LOWER THAN THE ROAD.
 GU0029
 GU0029                          STATION RECOVERY (1975)
 GU0029
 GU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0029'RECOVERED IN GOOD CONDITION.
 GU0029
 GU0029                          STATION RECOVERY (1988)
 GU0029
 GU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0030 ***********************************************************************
 GU0030  DESIGNATION -  113.82 L
 GU0030  PID         -  GU0030
 GU0030  STATE/COUNTY-  CA/FRESNO
 GU0030  USGS QUAD   -  CHANEY RANCH (1971)
 GU0030
 GU0030                         *CURRENT SURVEY CONTROL
 GU0030  ___________________________________________________________________
 GU0030* NAD 83(1986)-  36 38 50.86   (N)    120 31 25.03   (W)     HD_HELD1  
 GU0030* NAVD 88     -       104.503  (meters)     342.86   (feet)  ADJUSTED  
 GU0030  ___________________________________________________________________
 GU0030  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0030  DYNAMIC HT  -         104.414 (meters)     342.56  (feet)  COMP
 GU0030  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 GU0030
 GU0030  VERT ORDER  -  FIRST     CLASS I
 GU0030
 GU0030.The horizontal coordinates were established by differentially corrected
 GU0030.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 GU0030
 GU0030.The orthometric height was determined by differential leveling
 GU0030.and adjusted in June 1991.
 GU0030
 GU0030.The geoid height was determined by GEOID03.
 GU0030
 GU0030.The dynamic height is computed by dividing the NAVD 88
 GU0030.geopotential number by the normal gravity value computed on the
 GU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0030.degrees latitude (g = 980.6199 gals.).
 GU0030
 GU0030.The modeled gravity was interpolated from observed gravity values.
 GU0030
 GU0030;                    North         East    Units  Estimated Accuracy
 GU0030;SPC CA 4     -   646,898.1   1,863,770.3     MT  (+/- 3 meters HH1 GPS) 
 GU0030
 GU0030                          SUPERSEDED SURVEY CONTROL
 GU0030
 GU0030  NGVD 29 (??/??/92)  103.727  (m)          340.31   (f) ADJ UNCH    1 1
 GU0030
 GU0030.Superseded values are not recommended for survey control.
 GU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0030.See file dsdata.txt to determine how the superseded data were derived.
 GU0030
 GU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2137258622(NAD 83)
 GU0030_MARKER: DD = SURVEY DISK
 GU0030_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU0030_SP_SET: CURB
 GU0030_STAMPING: 113.82 L
 GU0030_MARK LOGO: BOR   
 GU0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0030+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0030
 GU0030  HISTORY     - Date     Condition        Report By
 GU0030  HISTORY     - UNK      MONUMENTED       BOR
 GU0030  HISTORY     - 1967     GOOD             NGS
 GU0030  HISTORY     - 1975     GOOD             NGS
 GU0030  HISTORY     - 19881201 GOOD             NGS
 GU0030
 GU0030                          STATION DESCRIPTION
 GU0030
 GU0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0030'27.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0030'27.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0030'AMIGOS PUMP PLANT, IN R13E T15S, SECTION 2, IN THE TOP AND 0.5
 GU0030'FOOT WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF LINCOLN
 GU0030'AVENUE BRIDGE OVER THE AQUEDUCT, 15 FEET NORTH OF THE CENTER
 GU0030'LINE OF THE AVENUE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0030'NORTHEAST LEVEE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0030
 GU0030                          STATION RECOVERY (1975)
 GU0030
 GU0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0030'RECOVERED IN GOOD CONDITION.
 GU0030
 GU0030                          STATION RECOVERY (1988)
 GU0030
 GU0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0169 ***********************************************************************
 KT0169  DESIGNATION -  113.83 SVIP
 KT0169  PID         -  KT0169
 KT0169  STATE/COUNTY-  CA/GLENN
 KT0169  USGS QUAD   -  WILLOWS (1969)
 KT0169
 KT0169                         *CURRENT SURVEY CONTROL
 KT0169  ___________________________________________________________________
 KT0169* NAD 83(1986)-  39 31 25.     (N)    122 08 28.     (W)     SCALED    
 KT0169* NAVD 88     -        35.83   (+/-2cm)     117.6    (feet)  VERTCON   
 KT0169  ___________________________________________________________________
 KT0169  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 KT0169  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0169
 KT0169.The horizontal coordinates were scaled from a topographic map and have
 KT0169.an estimated accuracy of +/- 6 seconds.
 KT0169
 KT0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0169.The vertical order pertains to the NGVD 29 superseded value.
 KT0169
 KT0169.The geoid height was determined by GEOID03.
 KT0169
 KT0169;                    North         East    Units  Estimated Accuracy
 KT0169;SPC CA 2     -   706,140.    1,987,870.      MT  (+/- 180 meters Scaled)
 KT0169
 KT0169                          SUPERSEDED SURVEY CONTROL
 KT0169
 KT0169  NGVD 29 (??/??/92)   35.090  (m)          115.12   (f) ADJ UNCH    1 2
 KT0169
 KT0169.Superseded values are not recommended for survey control.
 KT0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0169.See file dsdata.txt to determine how the superseded data were derived.
 KT0169
 KT0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ738752(NAD 83)
 KT0169_MARKER: DD = SURVEY DISK
 KT0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0169_SP_SET: CANAL
 KT0169_STAMPING: 113.83
 KT0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0169
 KT0169  HISTORY     - Date     Condition        Report By
 KT0169  HISTORY     - UNK      MONUMENTED       SVIP
 KT0169  HISTORY     - 1949     GOOD             NGS
 KT0169
 KT0169                          STATION DESCRIPTION
 KT0169
 KT0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0169'3.5 MI E FROM WILLOWS.
 KT0169'0.3 MILE NORTH ALONG MURDOCK STREET FROM THE COUNTY COURTHOUSE
 KT0169'AT WILLOWS, THENCE 3.2 MILES EAST ALONG STATE HIGHWAY 45, AT
 KT0169'A T JUNCTION OF AN EAST-WEST CANAL PARALLELING THE HIGHWAY AND
 KT0169'A NORTH-SOUTH CANAL CROSSING THROUGH A SIPHON UNDER THE HIGHWAY,
 KT0169'AT THE WEST HEAD GATE OF THE EAST-WEST CANAL, IN THE TOP OF
 KT0169'THE SOUTH HEAD WALL, 46 FEET SOUTH OF THE CENTER LINE OF THE
 KT0169'HIGHWAY, 38 1/2 FEET SOUTHWEST OF TELEPHONE POLE 98, ABOUT 12
 KT0169'FEET WEST OF THE CENTER OF THE JUNCTION OF THE CANALS, 9.4
 KT0169'FEET SOUTH OF A FENCE, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 KT0169'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1632 ***********************************************************************
 EW1632  DESIGNATION -  113.942 C OF LA
 EW1632  PID         -  EW1632
 EW1632  STATE/COUNTY-  CA/LOS ANGELES
 EW1632  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1632
 EW1632                         *CURRENT SURVEY CONTROL
 EW1632  ___________________________________________________________________
 EW1632* NAD 83(1986)-  34 01 57.     (N)    118 23 23.     (W)     SCALED    
 EW1632* NAVD 88     -        35.37   (+/-2cm)     116.0    (feet)  VERTCON   
 EW1632  ___________________________________________________________________
 EW1632  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1632  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1632
 EW1632.The horizontal coordinates were scaled from a topographic map and have
 EW1632.an estimated accuracy of +/- 6 seconds.
 EW1632
 EW1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1632.The vertical order pertains to the NGVD 29 superseded value.
 EW1632
 EW1632.The geoid height was determined by GEOID03.
 EW1632
 EW1632;                    North         East    Units  Estimated Accuracy
 EW1632;SPC CA 5     -   559,140.    1,964,010.      MT  (+/- 180 meters Scaled)
 EW1632
 EW1632                          SUPERSEDED SURVEY CONTROL
 EW1632
 EW1632  NGVD 29 (??/??/92)   34.61   (m)          113.5    (f) COMPUTED    1 2
 EW1632
 EW1632.Superseded values are not recommended for survey control.
 EW1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1632.See file dsdata.txt to determine how the superseded data were derived.
 EW1632
 EW1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717666(NAD 83)
 EW1632_MARKER: S = SPIKE
 EW1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1632_SP_SET: CATCH BASIN
 EW1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1632
 EW1632  HISTORY     - Date     Condition        Report By
 EW1632  HISTORY     - UNK      MONUMENTED       CA1980
 EW1632  HISTORY     - 1945     GOOD             NGS
 EW1632  HISTORY     - 1964     GOOD             NGS
 EW1632
 EW1632                          STATION DESCRIPTION
 EW1632
 EW1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1632'AT LOS ANGELES.
 EW1632'AT LOS ANGELES AT THE INTERSECTION OF ROBERTSON BOULEVARD AND
 EW1632'KINCARDINE AVENUE, AND IN THE WEST CURB OF ROBERTSON BOULEVARD,
 EW1632'19.1 FEET NORTH OF THE NORTH CURBLINE OF KINCARDINE AVENUE.
 EW1632'A CUT SPIKE IN THE SOUTH END OF A CATCH BASIN.
 EW1632
 EW1632                          STATION RECOVERY (1964)
 EW1632
 EW1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9273 ***********************************************************************
 JT9273  DESIGNATION -  1130
 JT9273  PID         -  JT9273
 JT9273  STATE/COUNTY-  CA/NAPA
 JT9273  USGS QUAD   -  NAPA (1980)
 JT9273
 JT9273                         *CURRENT SURVEY CONTROL
 JT9273  ___________________________________________________________________
 JT9273* NAD 83(1986)-  38 18 36.     (N)    122 16 58.     (W)     SCALED    
 JT9273* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 JT9273  ___________________________________________________________________
 JT9273  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9273  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9273
 JT9273.The horizontal coordinates were scaled from a topographic map and have
 JT9273.an estimated accuracy of +/- 6 seconds.
 JT9273
 JT9273.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9273.The vertical order pertains to the NGVD 29 superseded value.
 JT9273
 JT9273.The geoid height was determined by GEOID03.
 JT9273
 JT9273;                    North         East    Units  Estimated Accuracy
 JT9273;SPC CA 2     -   571,450.    1,975,270.      MT  (+/- 180 meters Scaled)
 JT9273
 JT9273                          SUPERSEDED SURVEY CONTROL
 JT9273
 JT9273  NGVD 29 (??/??/92)    6.479  (m)           21.26   (f) ADJ UNCH    2 2
 JT9273
 JT9273.Superseded values are not recommended for survey control.
 JT9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9273.See file dsdata.txt to determine how the superseded data were derived.
 JT9273
 JT9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH627404(NAD 83)
 JT9273_MARKER: B = BOLT
 JT9273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9273_SP_SET: LIGHT STANDARD
 JT9273_MARK LOGO: NONE  
 JT9273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9273
 JT9273  HISTORY     - Date     Condition        Report By
 JT9273  HISTORY     - 1971     MONUMENTED       CA2330
 JT9273
 JT9273                          STATION DESCRIPTION
 JT9273
 JT9273'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9273'ALONG LINCOLN AVENUE, 150 FT (45.7 M) WEST OF JORDAN LANE, SOUTH SIDE,
 JT9273'A BRASS BOLT ON LIGHT STANDARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0837 ***********************************************************************
 DX0837  DESIGNATION -  1130 RESET
 DX0837  PID         -  DX0837
 DX0837  STATE/COUNTY-  CA/RIVERSIDE
 DX0837  USGS QUAD   -  WHITE WATER (1996)
 DX0837
 DX0837                         *CURRENT SURVEY CONTROL
 DX0837  ___________________________________________________________________
 DX0837* NAD 83(1986)-  33 54 14.     (N)    116 38 30.     (W)     SCALED    
 DX0837* NAVD 88     -       345.55   (+/-2cm)    1133.7    (feet)  VERTCON   
 DX0837  ___________________________________________________________________
 DX0837  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DX0837  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0837
 DX0837.The horizontal coordinates were scaled from a topographic map and have
 DX0837.an estimated accuracy of +/- 6 seconds.
 DX0837
 DX0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0837.The vertical order pertains to the NGVD 29 superseded value.
 DX0837
 DX0837.The geoid height was determined by GEOID03.
 DX0837
 DX0837;                    North         East    Units  Estimated Accuracy
 DX0837;SPC CA 6     -   692,740.    1,963,780.      MT  (+/- 180 meters Scaled)
 DX0837
 DX0837                          SUPERSEDED SURVEY CONTROL
 DX0837
 DX0837  NGVD 29 (??/??/??)  344.767  (m)         1131.12   (f) ADJUSTED    1 2
 DX0837
 DX0837.Superseded values are not recommended for survey control.
 DX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0837.See file dsdata.txt to determine how the superseded data were derived.
 DX0837
 DX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT331515(NAD 83)
 DX0837_MARKER: DD = SURVEY DISK
 DX0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0837_STAMPING: 1130 RESET 1943
 DX0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0837+STABILITY: SURFACE MOTION
 DX0837
 DX0837  HISTORY     - Date     Condition        Report By
 DX0837  HISTORY     - 1943     MONUMENTED       SPRR
 DX0837  HISTORY     - 1960     GOOD             NGS
 DX0837  HISTORY     - 1968     GOOD             NGS
 DX0837  HISTORY     - 1978     POOR             NGS
 DX0837
 DX0837                          STATION DESCRIPTION
 DX0837
 DX0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0837'0.4 MI E FROM PALM SPRINGS STATION.
 DX0837'0.4 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM PALM
 DX0837'SPRINGS STATION, 80 FEET EAST OF SEMAPHORE 5826, 41.3 FEET
 DX0837'SOUTH OF THE CENTERLINE OF THE MAIN TRACKS, AT THE NORTHEAST
 DX0837'CORNER OF THE SECTIONHOUSE LOT AND SET IN THE TOP OF A CONCRETE
 DX0837'POST.
 DX0837
 DX0837                          STATION RECOVERY (1968)
 DX0837
 DX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DX0837'RECOVERED IN GOOD CONDITION.
 DX0837
 DX0837                          STATION RECOVERY (1978)
 DX0837
 DX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0837'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0449 ***********************************************************************
 KT0449  DESIGNATION -  1130 USGS
 KT0449  PID         -  KT0449
 KT0449  STATE/COUNTY-  CA/GLENN
 KT0449  USGS QUAD   -  RAIL CANYON (1989)
 KT0449
 KT0449                         *CURRENT SURVEY CONTROL
 KT0449  ___________________________________________________________________
 KT0449* NAD 83(1986)-  39 27 46.     (N)    122 28 00.     (W)     SCALED    
 KT0449* NAVD 88     -       363.83   (+/-2cm)    1193.7    (feet)  VERTCON   
 KT0449  ___________________________________________________________________
 KT0449  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 KT0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0449
 KT0449.The horizontal coordinates were scaled from a topographic map and have
 KT0449.an estimated accuracy of +/- 6 seconds.
 KT0449
 KT0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0449.The vertical order pertains to the NGVD 29 superseded value.
 KT0449
 KT0449.The geoid height was determined by GEOID03.
 KT0449
 KT0449;                    North         East    Units  Estimated Accuracy
 KT0449;SPC CA 2     -   699,480.    1,959,840.      MT  (+/- 180 meters Scaled)
 KT0449
 KT0449                          SUPERSEDED SURVEY CONTROL
 KT0449
 KT0449  NGVD 29 (??/??/92)  362.996  (m)         1190.93   (f) ADJ UNCH    2 0
 KT0449
 KT0449.Superseded values are not recommended for survey control.
 KT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0449.See file dsdata.txt to determine how the superseded data were derived.
 KT0449
 KT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ458682(NAD 83)
 KT0449_MARKER: S = SPIKE
 KT0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0449_SP_SET: TREE
 KT0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0449
 KT0449  HISTORY     - Date     Condition        Report By
 KT0449  HISTORY     - UNK      MONUMENTED       USGS
 KT0449  HISTORY     - 1935     GOOD             NGS
 KT0449
 KT0449                          STATION DESCRIPTION
 KT0449
 KT0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0449'9.6 MI NE FROM STONYFORD.
 KT0449'IN GLENN COUNTY, 9.6 MILES NORTHEAST ALONG THE WILLOWS ROAD
 KT0449'FROM STONYFORD, COLUSA COUNTY, AND AT THE BASE OF AN OAK TREE.
 KT0449'AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1699 ***********************************************************************
 JT1699  DESIGNATION -  1132
 JT1699  PID         -  JT1699
 JT1699  STATE/COUNTY-  CA/NAPA
 JT1699  USGS QUAD   -  NAPA (1980)
 JT1699
 JT1699                         *CURRENT SURVEY CONTROL
 JT1699  ___________________________________________________________________
 JT1699* NAD 83(1986)-  38 18 38.     (N)    122 16 33.     (W)     SCALED    
 JT1699* NAVD 88     -        13.87   (+/-2cm)      45.5    (feet)  VERTCON   
 JT1699  ___________________________________________________________________
 JT1699  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1699  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1699
 JT1699.The horizontal coordinates were scaled from a topographic map and have
 JT1699.an estimated accuracy of +/- 6 seconds.
 JT1699
 JT1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1699.The vertical order pertains to the NGVD 29 superseded value.
 JT1699
 JT1699.The geoid height was determined by GEOID03.
 JT1699
 JT1699;                    North         East    Units  Estimated Accuracy
 JT1699;SPC CA 2     -   571,510.    1,975,880.      MT  (+/- 180 meters Scaled)
 JT1699
 JT1699                          SUPERSEDED SURVEY CONTROL
 JT1699
 JT1699  NGVD 29 (??/??/92)   13.080  (m)           42.91   (f) ADJ UNCH    1 1
 JT1699
 JT1699.Superseded values are not recommended for survey control.
 JT1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1699.See file dsdata.txt to determine how the superseded data were derived.
 JT1699
 JT1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633405(NAD 83)
 JT1699_MARKER: B = BOLT
 JT1699_SETTING: 0 = UNSPECIFIED SETTING
 JT1699_STAMPING: 1130
 JT1699_MARK LOGO: NONE  
 JT1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1699
 JT1699  HISTORY     - Date     Condition        Report By
 JT1699  HISTORY     - 1971     MONUMENTED       CA2330
 JT1699
 JT1699                          STATION DESCRIPTION
 JT1699
 JT1699'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1699'ALONG CLARK, 100 FT (30.5 M) EAST ON SILVERADO TRAIL, SOUTH ON SIDE, A
 JT1699'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0646 ***********************************************************************
 JS0646  DESIGNATION -  1132 B
 JS0646  PID         -  JS0646
 JS0646  STATE/COUNTY-  CA/PLACER
 JS0646  USGS QUAD   -  DEVIL PEAK (1973)
 JS0646
 JS0646                         *CURRENT SURVEY CONTROL
 JS0646  ___________________________________________________________________
 JS0646* NAD 83(1986)-  38 59 39.     (N)    120 37 17.     (W)     SCALED    
 JS0646* NAVD 88     -      1388.52   (+/-2cm)    4555.5    (feet)  VERTCON   
 JS0646  ___________________________________________________________________
 JS0646  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JS0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0646
 JS0646.The horizontal coordinates were scaled from a topographic map and have
 JS0646.an estimated accuracy of +/- 6 seconds.
 JS0646
 JS0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0646.The vertical order pertains to the NGVD 29 superseded value.
 JS0646
 JS0646.The geoid height was determined by GEOID03.
 JS0646
 JS0646;                    North         East    Units  Estimated Accuracy
 JS0646;SPC CA 2     -   648,270.    2,119,420.      MT  (+/- 180 meters Scaled)
 JS0646
 JS0646                          SUPERSEDED SURVEY CONTROL
 JS0646
 JS0646  NGVD 29 (??/??/92) 1387.592  (m)         4552.46   (f) ADJ UNCH    2 0
 JS0646
 JS0646.Superseded values are not recommended for survey control.
 JS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0646.See file dsdata.txt to determine how the superseded data were derived.
 JS0646
 JS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ059188(NAD 83)
 JS0646_MARKER: N = NAIL
 JS0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0646_SP_SET: PINE TREE
 JS0646_MARK LOGO: USGS  
 JS0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0646
 JS0646  HISTORY     - Date     Condition        Report By
 JS0646  HISTORY     - UNK      MONUMENTED       USGS
 JS0646  HISTORY     - 1952     GOOD             CGS
 JS0646
 JS0646                          STATION DESCRIPTION
 JS0646
 JS0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0646'28.4 MI NE FROM GEORGETOWN.
 JS0646'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0646'POST OFFICE AT GEORGETOWN, THENCE 19.85 MILES NORTHEAST ALONG
 JS0646'THE RALSTON RIDGE ROAD, SET VERTICALLY IN THE CENTER OF A
 JS0646'TRIANGULAR BLAZE PAINTED WHITE ON A 24-INCH PINE TREE, 62.1 FEET
 JS0646'NORTHWEST OF B M U 868, ABOUT 4.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1700 ***********************************************************************
 JT1700  DESIGNATION -  1133
 JT1700  PID         -  JT1700
 JT1700  STATE/COUNTY-  CA/NAPA
 JT1700  USGS QUAD   -  NAPA (1980)
 JT1700
 JT1700                         *CURRENT SURVEY CONTROL
 JT1700  ___________________________________________________________________
 JT1700* NAD 83(1986)-  38 18 33.     (N)    122 16 36.     (W)     SCALED    
 JT1700* NAVD 88     -        10.91   (+/-2cm)      35.8    (feet)  VERTCON   
 JT1700  ___________________________________________________________________
 JT1700  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT1700  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1700
 JT1700.The horizontal coordinates were scaled from a topographic map and have
 JT1700.an estimated accuracy of +/- 6 seconds.
 JT1700
 JT1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1700.The vertical order pertains to the NGVD 29 superseded value.
 JT1700
 JT1700.The geoid height was determined by GEOID03.
 JT1700
 JT1700;                    North         East    Units  Estimated Accuracy
 JT1700;SPC CA 2     -   571,360.    1,975,800.      MT  (+/- 180 meters Scaled)
 JT1700
 JT1700                          SUPERSEDED SURVEY CONTROL
 JT1700
 JT1700  NGVD 29 (??/??/92)   10.121  (m)           33.21   (f) ADJ UNCH    1 1
 JT1700
 JT1700.Superseded values are not recommended for survey control.
 JT1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1700.See file dsdata.txt to determine how the superseded data were derived.
 JT1700
 JT1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632403(NAD 83)
 JT1700_MARKER: B = BOLT
 JT1700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1700_SP_SET: CATCH BASIN
 JT1700_STAMPING: 1133
 JT1700_MARK LOGO: NONE  
 JT1700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1700
 JT1700  HISTORY     - Date     Condition        Report By
 JT1700  HISTORY     - 1971     MONUMENTED       CA2330
 JT1700
 JT1700                          STATION DESCRIPTION
 JT1700
 JT1700'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1700'ALONG SILVERADO TRAIL, 150 FT (45.7 M) NORTH ON SUMMIT, EAST SIDE AT
 JT1700'CATCH BASIN, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0394 ***********************************************************************
 KT0394  DESIGNATION -  1134 USGS
 KT0394  PID         -  KT0394
 KT0394  STATE/COUNTY-  CA/COLUSA
 KT0394  USGS QUAD   -  SALT CANYON (1987)
 KT0394
 KT0394                         *CURRENT SURVEY CONTROL
 KT0394  ___________________________________________________________________
 KT0394* NAD 83(1986)-  39 01 07.     (N)    122 21 21.     (W)     SCALED    
 KT0394* NAVD 88     -       346.64   (+/-2cm)    1137.3    (feet)  VERTCON   
 KT0394  ___________________________________________________________________
 KT0394  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 KT0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0394
 KT0394.The horizontal coordinates were scaled from a topographic map and have
 KT0394.an estimated accuracy of +/- 6 seconds.
 KT0394
 KT0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0394.The vertical order pertains to the NGVD 29 superseded value.
 KT0394
 KT0394.The geoid height was determined by GEOID03.
 KT0394
 KT0394;                    North         East    Units  Estimated Accuracy
 KT0394;SPC CA 2     -   650,130.    1,969,190.      MT  (+/- 180 meters Scaled)
 KT0394
 KT0394                          SUPERSEDED SURVEY CONTROL
 KT0394
 KT0394  NGVD 29 (??/??/92)  345.806  (m)         1134.53   (f) ADJ UNCH    1 2
 KT0394
 KT0394.Superseded values are not recommended for survey control.
 KT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0394.See file dsdata.txt to determine how the superseded data were derived.
 KT0394
 KT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ557190(NAD 83)
 KT0394_MARKER: Q = CHISELED SQUARE
 KT0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0394_SP_SET: CULVERT
 KT0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0394
 KT0394  HISTORY     - Date     Condition        Report By
 KT0394  HISTORY     - UNK      MONUMENTED       USGS
 KT0394  HISTORY     - 1967     GOOD             NGS
 KT0394
 KT0394                          STATION DESCRIPTION
 KT0394
 KT0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0394'17.8 MI W FROM WILLIAMS.
 KT0394'17.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0394'WILLIAMS, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD
 KT0394'WALL OF A LARGE CONCRETE BOX CULVERT, 18 FEET SOUTHEAST OF THE
 KT0394'CENTER LINE OF THE HIGHWAY, 36.0 FEET SOUTHEAST AND ACROSS THE
 KT0394'HIGHWAY FROM BENCH MARK X 1079, AND ABOUT 1 1/2 FEET LOWER THAN
 KT0394'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1702 ***********************************************************************
 JT1702  DESIGNATION -  1135
 JT1702  PID         -  JT1702
 JT1702  STATE/COUNTY-  CA/NAPA
 JT1702  USGS QUAD   -  NAPA (1980)
 JT1702
 JT1702                         *CURRENT SURVEY CONTROL
 JT1702  ___________________________________________________________________
 JT1702* NAD 83(1986)-  38 18 16.     (N)    122 16 38.     (W)     SCALED    
 JT1702* NAVD 88     -         6.11   (+/-2cm)      20.0    (feet)  VERTCON   
 JT1702  ___________________________________________________________________
 JT1702  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT1702  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1702
 JT1702.The horizontal coordinates were scaled from a topographic map and have
 JT1702.an estimated accuracy of +/- 6 seconds.
 JT1702
 JT1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1702.The vertical order pertains to the NGVD 29 superseded value.
 JT1702
 JT1702.The geoid height was determined by GEOID03.
 JT1702
 JT1702;                    North         East    Units  Estimated Accuracy
 JT1702;SPC CA 2     -   570,840.    1,975,750.      MT  (+/- 180 meters Scaled)
 JT1702
 JT1702                          SUPERSEDED SURVEY CONTROL
 JT1702
 JT1702  NGVD 29 (??/??/92)    5.328  (m)           17.48   (f) ADJ UNCH    1 1
 JT1702
 JT1702.Superseded values are not recommended for survey control.
 JT1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1702.See file dsdata.txt to determine how the superseded data were derived.
 JT1702
 JT1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631398(NAD 83)
 JT1702_MARKER: B = BOLT
 JT1702_SETTING: 0 = UNSPECIFIED SETTING
 JT1702_STAMPING: 1135
 JT1702_MARK LOGO: NONE  
 JT1702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1702
 JT1702  HISTORY     - Date     Condition        Report By
 JT1702  HISTORY     - 1971     MONUMENTED       CA2330
 JT1702
 JT1702                          STATION DESCRIPTION
 JT1702
 JT1702'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1702'AT INTERSECTION OF SILVERADO TRAIL AND BERNA, IN THE NORTHEAST CORNER,
 JT1702'A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1704 ***********************************************************************
 JT1704  DESIGNATION -  1136
 JT1704  PID         -  JT1704
 JT1704  STATE/COUNTY-  CA/NAPA
 JT1704  USGS QUAD   -  NAPA (1980)
 JT1704
 JT1704                         *CURRENT SURVEY CONTROL
 JT1704  ___________________________________________________________________
 JT1704* NAD 83(1986)-  38 18 14.     (N)    122 16 40.     (W)     SCALED    
 JT1704* NAVD 88     -         5.38   (+/-2cm)      17.7    (feet)  VERTCON   
 JT1704  ___________________________________________________________________
 JT1704  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1704  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1704
 JT1704.The horizontal coordinates were scaled from a topographic map and have
 JT1704.an estimated accuracy of +/- 6 seconds.
 JT1704
 JT1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1704.The vertical order pertains to the NGVD 29 superseded value.
 JT1704
 JT1704.The geoid height was determined by GEOID03.
 JT1704
 JT1704;                    North         East    Units  Estimated Accuracy
 JT1704;SPC CA 2     -   570,770.    1,975,700.      MT  (+/- 180 meters Scaled)
 JT1704
 JT1704                          SUPERSEDED SURVEY CONTROL
 JT1704
 JT1704  NGVD 29 (??/??/92)    4.599  (m)           15.09   (f) ADJ UNCH    1 1
 JT1704
 JT1704.Superseded values are not recommended for survey control.
 JT1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1704.See file dsdata.txt to determine how the superseded data were derived.
 JT1704
 JT1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631397(NAD 83)
 JT1704_MARKER: B = BOLT
 JT1704_SETTING: 0 = UNSPECIFIED SETTING
 JT1704_STAMPING: 1136
 JT1704_MARK LOGO: NONE  
 JT1704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1704
 JT1704  HISTORY     - Date     Condition        Report By
 JT1704  HISTORY     - 1971     MONUMENTED       CA2330
 JT1704
 JT1704                          STATION DESCRIPTION
 JT1704
 JT1704'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1704'ALONG CLAY STREET, 30 FT (9.1 M) WEST ON SILVERADO TRAIL, NORTH SIDE,
 JT1704'A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0118 ***********************************************************************
 FV0118  DESIGNATION -  1136.2 USGS
 FV0118  PID         -  FV0118
 FV0118  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0118  USGS QUAD   -  CRESTON (1980)
 FV0118
 FV0118                         *CURRENT SURVEY CONTROL
 FV0118  ___________________________________________________________________
 FV0118* NAD 83(1986)-  35 30 41.     (N)    120 31 42.     (W)     SCALED    
 FV0118* NAVD 88     -       347.22   (+/-2cm)    1139.2    (feet)  VERTCON   
 FV0118  ___________________________________________________________________
 FV0118  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 FV0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0118
 FV0118.The horizontal coordinates were scaled from a topographic map and have
 FV0118.an estimated accuracy of +/- 6 seconds.
 FV0118
 FV0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0118.The vertical order pertains to the NGVD 29 superseded value.
 FV0118
 FV0118.The geoid height was determined by GEOID03.
 FV0118
 FV0118;                    North         East    Units  Estimated Accuracy
 FV0118;SPC CA 5     -   726,010.    1,770,660.      MT  (+/- 180 meters Scaled)
 FV0118
 FV0118                          SUPERSEDED SURVEY CONTROL
 FV0118
 FV0118  NGVD 29 (??/??/92)  346.265  (m)         1136.04   (f) ADJ UNCH    2 0
 FV0118
 FV0118.Superseded values are not recommended for survey control.
 FV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0118.See file dsdata.txt to determine how the superseded data were derived.
 FV0118
 FV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE241325(NAD 83)
 FV0118_MARKER: N = NAIL
 FV0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0118_SP_SET: TREE ROOT
 FV0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0118+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2009
 FV0118
 FV0118  HISTORY     - Date     Condition        Report By
 FV0118  HISTORY     - UNK      MONUMENTED       USGS
 FV0118  HISTORY     - 1942     GOOD             NGS
 FV0118  HISTORY     - 20090218 GOOD             INDIV
 FV0118
 FV0118                          STATION DESCRIPTION
 FV0118
 FV0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FV0118'0.6 MI SW FROM CRESTON.
 FV0118'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 466 FROM THE POST OFFICE
 FV0118'AT CRESTON, SAN LUIS OBISPO COUNTY, 75 FEET SOUTHWEST OF PRIVATE
 FV0118'T-ROAD ENTRANCE, 32 FEET NORTHWEST OF THE HIGHWAY, IN A ROOT
 FV0118'ON THE SOUTHEAST SIDE OF A COTTONWOOD TREE, AND NEAR A WHITE
 FV0118'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FV0118'COPPER NAIL AND WASHER.
 FV0118
 FV0118                          STATION RECOVERY (2009)
 FV0118
 FV0118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MBS)
 FV0118'ON WEBSTER ROAD (STATE HWY 229) 2300 FEET SW'LY FROM 4TH STREET
 FV0118'INTERSECTION IN CRESTON, ABOUT 20 NORTHEAST OF DRIVEWAY ENTRANCE TO
 FV0118'6650 WEBSTER ROAD, 32 FEET NORTHWEST OF HIGHWAY, ON THE SOUTHEAST SIDE
 FV0118'OF 48 INCH COTTONWOOD TREE. MARKER IS A GALVANIZED SPIKE (COPPER NAIL
 FV0118'AND WASHER PER 1942 DESCRIPTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9274 ***********************************************************************
 JT9274  DESIGNATION -  1137
 JT9274  PID         -  JT9274
 JT9274  STATE/COUNTY-  CA/NAPA
 JT9274  USGS QUAD   -  NAPA (1980)
 JT9274
 JT9274                         *CURRENT SURVEY CONTROL
 JT9274  ___________________________________________________________________
 JT9274* NAD 83(1986)-  38 18 12.     (N)    122 16 34.     (W)     SCALED    
 JT9274* NAVD 88     -         5.51   (+/-2cm)      18.1    (feet)  VERTCON   
 JT9274  ___________________________________________________________________
 JT9274  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9274  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9274
 JT9274.The horizontal coordinates were scaled from a topographic map and have
 JT9274.an estimated accuracy of +/- 6 seconds.
 JT9274
 JT9274.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9274.The vertical order pertains to the NGVD 29 superseded value.
 JT9274
 JT9274.The geoid height was determined by GEOID03.
 JT9274
 JT9274;                    North         East    Units  Estimated Accuracy
 JT9274;SPC CA 2     -   570,710.    1,975,850.      MT  (+/- 180 meters Scaled)
 JT9274
 JT9274                          SUPERSEDED SURVEY CONTROL
 JT9274
 JT9274  NGVD 29 (??/??/92)    4.730  (m)           15.52   (f) ADJ UNCH    2 2
 JT9274
 JT9274.Superseded values are not recommended for survey control.
 JT9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9274.See file dsdata.txt to determine how the superseded data were derived.
 JT9274
 JT9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632397(NAD 83)
 JT9274_MARKER: B = BOLT
 JT9274_SETTING: 0 = UNSPECIFIED SETTING
 JT9274_MARK LOGO: CA2330
 JT9274_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9274
 JT9274  HISTORY     - Date     Condition        Report By
 JT9274  HISTORY     - 1971     MONUMENTED       CA2330
 JT9274
 JT9274                          STATION DESCRIPTION
 JT9274
 JT9274'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9274'ALONG FIRST STREET, 100 FT (30.5 M) EAST OF JUAREZ, ON SOUTH SIDE, A
 JT9274'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1706 ***********************************************************************
 JT1706  DESIGNATION -  1138
 JT1706  PID         -  JT1706
 JT1706  STATE/COUNTY-  CA/NAPA
 JT1706  USGS QUAD   -  NAPA (1980)
 JT1706
 JT1706                         *CURRENT SURVEY CONTROL
 JT1706  ___________________________________________________________________
 JT1706* NAD 83(1986)-  38 18 03.     (N)    122 16 35.     (W)     SCALED    
 JT1706* NAVD 88     -         5.38   (+/-2cm)      17.7    (feet)  VERTCON   
 JT1706  ___________________________________________________________________
 JT1706  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1706  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1706
 JT1706.The horizontal coordinates were scaled from a topographic map and have
 JT1706.an estimated accuracy of +/- 6 seconds.
 JT1706
 JT1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1706.The vertical order pertains to the NGVD 29 superseded value.
 JT1706
 JT1706.The geoid height was determined by GEOID03.
 JT1706
 JT1706;                    North         East    Units  Estimated Accuracy
 JT1706;SPC CA 2     -   570,430.    1,975,820.      MT  (+/- 180 meters Scaled)
 JT1706
 JT1706                          SUPERSEDED SURVEY CONTROL
 JT1706
 JT1706  NGVD 29 (??/??/92)    4.598  (m)           15.09   (f) ADJ UNCH    1 1
 JT1706
 JT1706.Superseded values are not recommended for survey control.
 JT1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1706.See file dsdata.txt to determine how the superseded data were derived.
 JT1706
 JT1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632394(NAD 83)
 JT1706_MARKER: B = BOLT
 JT1706_SETTING: 0 = UNSPECIFIED SETTING
 JT1706_STAMPING: 1138
 JT1706_MARK LOGO: NONE  
 JT1706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1706
 JT1706  HISTORY     - Date     Condition        Report By
 JT1706  HISTORY     - 1971     MONUMENTED       CA2330
 JT1706
 JT1706                          STATION DESCRIPTION
 JT1706
 JT1706'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1706'ALONG POST, 100 FT (30.5 M) WEST ON SILVERADO TRAIL, ON SOUTH SIDE, A
 JT1706'BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1527 ***********************************************************************
 GT1527  DESIGNATION -  1139
 GT1527  PID         -  GT1527
 GT1527  STATE/COUNTY-  CA/FRESNO
 GT1527  USGS QUAD   -  KEARNEY PARK (1981)
 GT1527
 GT1527                         *CURRENT SURVEY CONTROL
 GT1527  ___________________________________________________________________
 GT1527* NAD 83(1986)-  36 40 40.     (N)    119 58 13.     (W)     SCALED    
 GT1527* NAVD 88     -        70.31   (+/-2cm)     230.7    (feet)  VERTCON   
 GT1527  ___________________________________________________________________
 GT1527  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 GT1527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1527
 GT1527.The horizontal coordinates were scaled from a topographic map and have
 GT1527.an estimated accuracy of +/- 6 seconds.
 GT1527
 GT1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1527.The vertical order pertains to the NGVD 29 superseded value.
 GT1527
 GT1527.The geoid height was determined by GEOID03.
 GT1527
 GT1527;                    North         East    Units  Estimated Accuracy
 GT1527;SPC CA 4     -   649,620.    1,913,280.      MT  (+/- 180 meters Scaled)
 GT1527
 GT1527                          SUPERSEDED SURVEY CONTROL
 GT1527
 GT1527  NGVD 29 (??/??/92)   69.537  (m)          228.14   (f) ADJ UNCH    2 0
 GT1527
 GT1527.Superseded values are not recommended for survey control.
 GT1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1527.See file dsdata.txt to determine how the superseded data were derived.
 GT1527
 GT1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA345632(NAD 83)
 GT1527_MARKER: DD = SURVEY DISK
 GT1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1527_STAMPING: 1139
 GT1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1527+STABILITY: SURFACE MOTION
 GT1527
 GT1527  HISTORY     - Date     Condition        Report By
 GT1527  HISTORY     - UNK      MONUMENTED       CA-019
 GT1527  HISTORY     - 1959     GOOD             NGS
 GT1527
 GT1527                          STATION DESCRIPTION
 GT1527
 GT1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1527'10 MI SE FROM KERMAN.
 GT1527'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1527'STATION AT KERMAN, THENCE 4.6 MILES SOUTH ALONG DICKENSON
 GT1527'AVENUE, 10.35 MILES NORTHWEST OF RAISIN CITY, AT THE T JUNCTION
 GT1527'OF CENTRAL AVENUE WEST, 28 FEET EAST OF THE CENTER LINE OF
 GT1527'DICKENSON AVENUE, 137 FEET SOUTH OF THE EXTENDED CENTER LINE
 GT1527'OF CENTRAL AVENUE, 6 FEET SOUTH OF THE FIRST POWER POLE SOUTH OF
 GT1527'A POWER POLE SUPPORTING THREE TRANSFORMERS, 0.6 FOOT WEST OF
 GT1527'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 GT1527'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0459 ***********************************************************************
 FT0459  DESIGNATION -  114
 FT0459  PID         -  FT0459
 FT0459  STATE/COUNTY-  CA/KERN
 FT0459  USGS QUAD   -  WHITE HILLS (1983)
 FT0459
 FT0459                         *CURRENT SURVEY CONTROL
 FT0459  ___________________________________________________________________
 FT0459* NAD 83(1986)-  35 48 08.     (N)    117 41 53.     (W)     SCALED    
 FT0459* NAVD 88     -       670.605  (meters)    2200.14   (feet)  ADJUSTED  
 FT0459  ___________________________________________________________________
 FT0459  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FT0459  DYNAMIC HT  -         669.883 (meters)    2197.77  (feet)  COMP
 FT0459  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 FT0459
 FT0459  VERT ORDER  -  FIRST     CLASS II
 FT0459
 FT0459.The horizontal coordinates were scaled from a topographic map and have
 FT0459.an estimated accuracy of +/- 6 seconds.
 FT0459
 FT0459.The orthometric height was determined by differential leveling
 FT0459.and adjusted in June 1991.
 FT0459
 FT0459.The geoid height was determined by GEOID03.
 FT0459
 FT0459.The dynamic height is computed by dividing the NAVD 88
 FT0459.geopotential number by the normal gravity value computed on the
 FT0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0459.degrees latitude (g = 980.6199 gals.).
 FT0459
 FT0459.The modeled gravity was interpolated from observed gravity values.
 FT0459
 FT0459;                    North         East    Units  Estimated Accuracy
 FT0459;SPC CA 5     -   755,430.    2,027,300.      MT  (+/- 180 meters Scaled)
 FT0459
 FT0459                          SUPERSEDED SURVEY CONTROL
 FT0459
 FT0459  NGVD 29 (??/??/??)  669.89   (m)         2197.8    (f) RESET       3  
 FT0459
 FT0459.Superseded values are not recommended for survey control.
 FT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0459.See file dsdata.txt to determine how the superseded data were derived.
 FT0459
 FT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV369622(NAD 83)
 FT0459_MARKER: DD = SURVEY DISK
 FT0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0459_STAMPING: BM 114 1950
 FT0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0459+STABILITY: SURFACE MOTION
 FT0459
 FT0459  HISTORY     - Date     Condition        Report By
 FT0459  HISTORY     - 1950     MONUMENTED       USN
 FT0459  HISTORY     - 1950     GOOD             NGS
 FT0459
 FT0459                          STATION DESCRIPTION
 FT0459
 FT0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0459'12.5 MI NW FROM CHINA LAKE USN .
 FT0459'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0459'9.0 MILES NORTH ALONG THE G-1 SPOTTING TOWER ROAD TO TOWER NO.
 FT0459'10, 1.5 MILES NORTH EAST ACROSS COUNTRY FROM TOWER NO. 10, 1.0
 FT0459'MILE WEST OF MP 36 RM, ON A LOW SAND KNOLL, 8 FT SOUTH OF A
 FT0459'4 X 4 IN 3 FT HIGH WHITE WITNESSPOST.  THE STATION IS AN USN
 FT0459'DISK SET IN AN 8 IN SQUARE CONCRETE POST, PROJECTING 12 IN
 FT0459'ABOVE THE GROUND AND IS STAMPED BM 114 1950.  FOR INFORMATION
 FT0459'TO REACH FROM THE NAVAL ORDNANCE TEST STATION HEAD QUARTERS
 FT0459'CONTACT THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0868 ***********************************************************************
 JS0868  DESIGNATION -  114
 JS0868  PID         -  JS0868
 JS0868  STATE/COUNTY-  CA/PLACER
 JS0868  USGS QUAD   -  LINCOLN (1981)
 JS0868
 JS0868                         *CURRENT SURVEY CONTROL
 JS0868  ___________________________________________________________________
 JS0868* NAD 83(1986)-  38 58 46.     (N)    121 22 32.     (W)     SCALED    
 JS0868* NAVD 88     -        35.64   (+/-2cm)     116.9    (feet)  VERTCON   
 JS0868  ___________________________________________________________________
 JS0868  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JS0868  VERT ORDER  -  THIRD (See Below)
 JS0868
 JS0868.The horizontal coordinates were scaled from a topographic map and have
 JS0868.an estimated accuracy of +/- 6 seconds.
 JS0868
 JS0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0868.The vertical order pertains to the NGVD 29 superseded value.
 JS0868
 JS0868.The geoid height was determined by GEOID03.
 JS0868
 JS0868;                    North         East    Units  Estimated Accuracy
 JS0868;SPC CA 2     -   645,910.    2,054,100.      MT  (+/- 180 meters Scaled)
 JS0868
 JS0868                          SUPERSEDED SURVEY CONTROL
 JS0868
 JS0868  NGVD 29 (??/??/??)   34.96   (m)          114.7    (f) RESET       3  
 JS0868
 JS0868.Superseded values are not recommended for survey control.
 JS0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0868.See file dsdata.txt to determine how the superseded data were derived.
 JS0868
 JS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ407157(NAD 83)
 JS0868_MARKER: P = PIPE CAP
 JS0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0868_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0868_STAMPING: 114.600 114 B B B E 1908
 JS0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0868
 JS0868  HISTORY     - Date     Condition        Report By
 JS0868  HISTORY     - 1908     MONUMENTED       USGS
 JS0868  HISTORY     - 1949     GOOD             NGS
 JS0868  HISTORY     - 19880822 MARK NOT FOUND   NGS
 JS0868
 JS0868                          STATION DESCRIPTION
 JS0868
 JS0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0868'AT SHERIDAN.
 JS0868'AT SHERIDAN, 6 RAILS SOUTHEAST OF THE U.S. HIGHWAY 99 E CROSSING,
 JS0868'ABOUT 85 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE SHERIDAN
 JS0868'GENERAL STORE AND POST OFFICE BUILDING, 59 FEET NORTHEAST OF
 JS0868'THE NORTHEAST RAIL OF THE MAIN TRACK, 59 FEET SOUTHWEST OF THE
 JS0868'CENTER LINE OF THE HIGHWAY, 5.4 FEET WEST OF THE NORTHEAST CORNER
 JS0868'OF THE WALTER JANSEN AND SON WAREHOUSE BUILDING, ABOUT 3 FEET
 JS0868'HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 JS0868'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JS0868
 JS0868                          STATION RECOVERY (1988)
 JS0868
 JS0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0381 ***********************************************************************
 DY0381  DESIGNATION -  114 C OF LB
 DY0381  PID         -  DY0381
 DY0381  STATE/COUNTY-  CA/LOS ANGELES
 DY0381  USGS QUAD   -  LONG BEACH (1981)
 DY0381
 DY0381                         *CURRENT SURVEY CONTROL
 DY0381  ___________________________________________________________________
 DY0381* NAD 83(1986)-  33 46 32.     (N)    118 08 29.     (W)     SCALED    
 DY0381* NAVD 88     -         3.65   (+/-2cm)      12.0    (feet)  VERTCON   
 DY0381  ___________________________________________________________________
 DY0381  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DY0381  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0381
 DY0381.The horizontal coordinates were scaled from a topographic map and have
 DY0381.an estimated accuracy of +/- 6 seconds.
 DY0381
 DY0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0381.The vertical order pertains to the NGVD 29 superseded value.
 DY0381
 DY0381.The geoid height was determined by GEOID03.
 DY0381
 DY0381;                    North         East    Units  Estimated Accuracy
 DY0381;SPC CA 5     -   530,580.    1,986,900.      MT  (+/- 180 meters Scaled)
 DY0381
 DY0381                          SUPERSEDED SURVEY CONTROL
 DY0381
 DY0381  NGVD 29 (??/??/92)    2.874  (m)            9.43   (f) ADJ UNCH    1 2
 DY0381
 DY0381.Superseded values are not recommended for survey control.
 DY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0381.See file dsdata.txt to determine how the superseded data were derived.
 DY0381
 DY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943378(NAD 83)
 DY0381_MARKER: DD = SURVEY DISK
 DY0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0381_STAMPING: BM NO 114
 DY0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0381+STABILITY: SURFACE MOTION
 DY0381
 DY0381  HISTORY     - Date     Condition        Report By
 DY0381  HISTORY     - UNK      MONUMENTED       CA1970
 DY0381  HISTORY     - 1954     GOOD             NGS
 DY0381  HISTORY     - 1964     GOOD             NGS
 DY0381  HISTORY     - 20060729 MARK NOT FOUND   GEOCAC
 DY0381
 DY0381                          STATION DESCRIPTION
 DY0381
 DY0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0381'AT LONG BEACH.
 DY0381'AT LONG BEACH, 0.5 MILE SOUTH ALONG XIMENO AVENUE FROM THE
 DY0381'INTERSECTION OF ANAHEIM STREET, AT THE NORTHEAST CORNER OF
 DY0381'INTERSECTION OF SEVENTH STREET, AT THE SOUTHWEST CORNER OF THE
 DY0381'WOODROW WILSON HIGH SCHOOL BALL FIELD, BETWEEN THE SIDEWALK
 DY0381'AND THE EAST CURB OF THE AVENUE, 31.5 FEET NORTH OF THE NORTH
 DY0381'CURB OF THE STREET, 6.0 FEET NORTH OF THE NORTHEAST CORNER OF
 DY0381'A CONCRETE SEWER DRAIN COVER PLATFORM, 2.8 FEET EAST OF THE EAST
 DY0381'CURB OF THE AVENUE, 1.4 FEET UNDERGROUND, AND SET IN THE TOP
 DY0381'OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 DY0381'IRON PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0381
 DY0381                          STATION RECOVERY (1964)
 DY0381
 DY0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0381'RECOVERED IN GOOD CONDITION.
 DY0381
 DY0381                          STATION RECOVERY (2006)
 DY0381
 DY0381'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0381'UNABLE TO LOCATE AS DESCRIBED.  A CALL TO THE PUBLIC WORKS OFFICE FOR
 DY0381'THE CITY OF LONG BEACH CONFIRMS THAT THIS MARK WAS DESTROYED IN 1987.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0208 ***********************************************************************
 MW0208  DESIGNATION -  114 GWM USGS
 MW0208  PID         -  MW0208
 MW0208  STATE/COUNTY-  CA/MODOC
 MW0208  USGS QUAD   -  CALDWELL BUTTE (1993)
 MW0208
 MW0208                         *CURRENT SURVEY CONTROL
 MW0208  ___________________________________________________________________
 MW0208* NAD 83(1986)-  41 40 01.     (N)    121 23 21.     (W)     SCALED    
 MW0208* NAVD 88     -      1296.773  (meters)    4254.50   (feet)  ADJUSTED  
 MW0208  ___________________________________________________________________
 MW0208  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 MW0208  DYNAMIC HT  -        1295.927 (meters)    4251.72  (feet)  COMP
 MW0208  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 MW0208
 MW0208  VERT ORDER  -  SECOND    CLASS 0
 MW0208
 MW0208.The horizontal coordinates were scaled from a topographic map and have
 MW0208.an estimated accuracy of +/- 6 seconds.
 MW0208
 MW0208.The orthometric height was determined by differential leveling
 MW0208.and adjusted in June 1991.
 MW0208
 MW0208.The geoid height was determined by GEOID03.
 MW0208
 MW0208.The dynamic height is computed by dividing the NAVD 88
 MW0208.geopotential number by the normal gravity value computed on the
 MW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0208.degrees latitude (g = 980.6199 gals.).
 MW0208
 MW0208.The modeled gravity was interpolated from observed gravity values.
 MW0208
 MW0208;                    North         East    Units  Estimated Accuracy
 MW0208;SPC CA 1     -   759,310.    2,050,870.      MT  (+/- 180 meters Scaled)
 MW0208
 MW0208                          SUPERSEDED SURVEY CONTROL
 MW0208
 MW0208  NGVD 29 (??/??/??) 1295.689  (m)         4250.94   (f) ADJUSTED    2 0
 MW0208
 MW0208.Superseded values are not recommended for survey control.
 MW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0208.See file dsdata.txt to determine how the superseded data were derived.
 MW0208
 MW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM341140(NAD 83)
 MW0208_MARKER: DD = SURVEY DISK
 MW0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0208_STAMPING: 114 GWM USGS 4251 1949
 MW0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0208+STABILITY: SURFACE MOTION
 MW0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MW0208+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2005
 MW0208
 MW0208  HISTORY     - Date     Condition        Report By
 MW0208  HISTORY     - 1949     MONUMENTED       USGS
 MW0208  HISTORY     - 1954     GOOD             NGS
 MW0208  HISTORY     - 20051127 GOOD             INDIV
 MW0208
 MW0208                          STATION DESCRIPTION
 MW0208
 MW0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MW0208'8.1 MI SE FROM INDIAN WELLS.
 MW0208'5.9 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INDIAN WELLS RANGER
 MW0208'STATION, THENCE 2.2 MILES SOUTHEAST ALONG A DIRT ROAD, IN A LARGE
 MW0208'OPEN FLAT, 34 FEET NORTHWEST OF AN 8-INCH PINE TREE WITH A WHITE
 MW0208'CROSS PAINTED ON IT, 32 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 MW0208'THE ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 MW0208'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 MW0208'FOOT ABOVE THE GROUND.
 MW0208
 MW0208                          STATION RECOVERY (2005)
 MW0208
 MW0208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DBT)
 MW0208'DIRT ROAD IS NOW PAVED.
 MW0208'HANDHELD GPS INDICATED = 41 40 01.6 N,    121 23 21.1 W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5252 ***********************************************************************
 HS5252  DESIGNATION -  114 JD
 HS5252  PID         -  HS5252
 HS5252  STATE/COUNTY-  CA/SANTA CRUZ
 HS5252  USGS QUAD   -  MT MADONNA (1994)
 HS5252
 HS5252                         *CURRENT SURVEY CONTROL
 HS5252  ___________________________________________________________________
 HS5252* NAD 83(1986)-  37 00 48.     (N)    121 43 06.     (W)     SCALED    
 HS5252* NAVD 88     -       521.869  (meters)    1712.17   (feet)  ADJUSTED  
 HS5252  ___________________________________________________________________
 HS5252  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS5252  DYNAMIC HT  -         521.441 (meters)    1710.76  (feet)  COMP
 HS5252  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 HS5252
 HS5252  VERT ORDER  -  FIRST     CLASS II
 HS5252
 HS5252.The horizontal coordinates were scaled from a topographic map and have
 HS5252.an estimated accuracy of +/- 6 seconds.
 HS5252
 HS5252.The orthometric height was determined by differential leveling
 HS5252.and adjusted in February 1993.
 HS5252
 HS5252.The geoid height was determined by GEOID03.
 HS5252
 HS5252.The dynamic height is computed by dividing the NAVD 88
 HS5252.geopotential number by the normal gravity value computed on the
 HS5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5252.degrees latitude (g = 980.6199 gals.).
 HS5252
 HS5252.The modeled gravity was interpolated from observed gravity values.
 HS5252
 HS5252;                    North         East    Units  Estimated Accuracy
 HS5252;SPC CA 3     -   557,680.    1,891,580.      MT  (+/- 180 meters Scaled)
 HS5252
 HS5252                          SUPERSEDED SURVEY CONTROL
 HS5252
 HS5252  NGVD 29 (10/21/93)  521.016  (m)         1709.37   (f) ADJUSTED    1 2
 HS5252
 HS5252.Superseded values are not recommended for survey control.
 HS5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5252.See file dsdata.txt to determine how the superseded data were derived.
 HS5252
 HS5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF140971(NAD 83)
 HS5252_MARKER: DB = BENCH MARK DISK
 HS5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5252_SP_SET: CONCRETE POST
 HS5252_STAMPING: 114 JD 17.01 1953
 HS5252_MARK LOGO: USGS  
 HS5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5252+STABILITY: SURFACE MOTION
 HS5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5252+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 HS5252
 HS5252  HISTORY     - Date     Condition        Report By
 HS5252  HISTORY     - 1953     MONUMENTED       USGS
 HS5252  HISTORY     - 19900321 GOOD             NGS
 HS5252
 HS5252                          STATION DESCRIPTION
 HS5252
 HS5252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5252'13.4 KM (8.33 MI) NORTHLEY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5252'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.11 MI) NORTHERLY
 HS5252'ALONG POLE LINE ROAD, 31.9 M (104.6 FT) SOUTH OF A 14-FOOT REDWOOD
 HS5252'TREE, 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF MOUNT MADONA ROAD,
 HS5252'6.6 M (21.6 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTERLINE,
 HS5252'2.9 M (9.5 FT) SOUTH OF A WITNESS POST, 2.3 M (7.5 FT) SOUTH OF BENCH
 HS5252'MARK H 1458, AND SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 HS5252'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0588 ***********************************************************************
 MW0588  DESIGNATION -  114 S 13
 MW0588  PID         -  MW0588
 MW0588  STATE/COUNTY-  CA/SISKIYOU
 MW0588  USGS QUAD   -  HATFIELD (1993)
 MW0588
 MW0588                         *CURRENT SURVEY CONTROL
 MW0588  ___________________________________________________________________
 MW0588* NAD 83(1986)-  41 54 48.     (N)    121 33 56.     (W)     SCALED    
 MW0588* NAVD 88     -      1233.189  (meters)    4045.89   (feet)  ADJUSTED  
 MW0588  ___________________________________________________________________
 MW0588  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 MW0588  DYNAMIC HT  -        1232.396 (meters)    4043.29  (feet)  COMP
 MW0588  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 MW0588
 MW0588  VERT ORDER  -  SECOND    CLASS 0
 MW0588
 MW0588.The horizontal coordinates were scaled from a topographic map and have
 MW0588.an estimated accuracy of +/- 6 seconds.
 MW0588
 MW0588.The orthometric height was determined by differential leveling
 MW0588.and adjusted in June 1991.
 MW0588
 MW0588.The geoid height was determined by GEOID03.
 MW0588
 MW0588.The dynamic height is computed by dividing the NAVD 88
 MW0588.geopotential number by the normal gravity value computed on the
 MW0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0588.degrees latitude (g = 980.6199 gals.).
 MW0588
 MW0588.The modeled gravity was interpolated from observed gravity values.
 MW0588
 MW0588;                    North         East    Units  Estimated Accuracy
 MW0588;SPC CA 1     -   786,590.    2,036,050.      MT  (+/- 180 meters Scaled)
 MW0588
 MW0588                          SUPERSEDED SURVEY CONTROL
 MW0588
 MW0588  NGVD 29 (??/??/??) 1232.084  (m)         4042.26   (f) ADJUSTED    2 0
 MW0588
 MW0588.Superseded values are not recommended for survey control.
 MW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0588.See file dsdata.txt to determine how the superseded data were derived.
 MW0588
 MW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM189411(NAD 83)
 MW0588_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MW0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MW0588_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MW0588_STAMPING: 114 S 13 1932
 MW0588_MARK LOGO: USGLO 
 MW0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0588
 MW0588  HISTORY     - Date     Condition        Report By
 MW0588  HISTORY     - 1926     MONUMENTED       USGLO
 MW0588  HISTORY     - 1954     GOOD             CGS
 MW0588  HISTORY     - 20020526 MARK NOT FOUND   INDIV
 MW0588
 MW0588                          STATION DESCRIPTION
 MW0588
 MW0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0588'10.3 MI S FROM MERRILL.
 MW0588'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0588'THENCE 1.8 MILES SOUTH ALONG SOUTH MAIN STREET, THENCE 2.0 MILES
 MW0588'EAST ALONG STATE LINE ROAD, THENCE 6.3 MILES SOUTH ALONG A GRADED
 MW0588'ROAD, 44 1/2 FEET NORTHWEST OF AND ACROSS THE ROAD FROM POWER
 MW0588'AND TELEPHONE POLE A 412, 20 FEET WEST OF THE CENTER LINE OF THE
 MW0588'ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF
 MW0588'AN 1 1/2-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
 MW0588
 MW0588                          STATION RECOVERY (2002)
 MW0588
 MW0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT)
 MW0588'ROAD WIDENED AND PAVED IN EARLY 1990'S.
 MW0588' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0875 ***********************************************************************
 JS0875  DESIGNATION -  114.0
 JS0875  PID         -  JS0875
 JS0875  STATE/COUNTY-  CA/PLACER
 JS0875  USGS QUAD   -  LINCOLN (1981)
 JS0875
 JS0875                         *CURRENT SURVEY CONTROL
 JS0875  ___________________________________________________________________
 JS0875* NAD 83(1986)-  38 55 59.     (N)    121 20 43.     (W)     SCALED    
 JS0875* NAVD 88     -        35.493  (meters)     116.45   (feet)  ADJUSTED  
 JS0875  ___________________________________________________________________
 JS0875  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 JS0875  DYNAMIC HT  -          35.471 (meters)     116.37  (feet)  COMP
 JS0875  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JS0875
 JS0875  VERT ORDER  -  FIRST     CLASS II
 JS0875
 JS0875.The horizontal coordinates were scaled from a topographic map and have
 JS0875.an estimated accuracy of +/- 6 seconds.
 JS0875
 JS0875.The orthometric height was determined by differential leveling
 JS0875.and adjusted in June 1991.
 JS0875
 JS0875.The geoid height was determined by GEOID03.
 JS0875
 JS0875.The dynamic height is computed by dividing the NAVD 88
 JS0875.geopotential number by the normal gravity value computed on the
 JS0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0875.degrees latitude (g = 980.6199 gals.).
 JS0875
 JS0875.The modeled gravity was interpolated from observed gravity values.
 JS0875
 JS0875;                    North         East    Units  Estimated Accuracy
 JS0875;SPC CA 2     -   640,780.    2,056,760.      MT  (+/- 180 meters Scaled)
 JS0875
 JS0875                          SUPERSEDED SURVEY CONTROL
 JS0875
 JS0875  NGVD 29 (??/??/92)   34.782  (m)          114.11   (f) ADJ UNCH    1 2
 JS0875
 JS0875.Superseded values are not recommended for survey control.
 JS0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0875.See file dsdata.txt to determine how the superseded data were derived.
 JS0875
 JS0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ434106(NAD 83)
 JS0875_MARKER: Q = CHISELED SQUARE
 JS0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0875_SP_SET: CULVERT
 JS0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0875
 JS0875  HISTORY     - Date     Condition        Report By
 JS0875  HISTORY     - UNK      MONUMENTED       CGS
 JS0875  HISTORY     - 1949     GOOD             NGS
 JS0875  HISTORY     - 19861001 MARK NOT FOUND   USPSQD
 JS0875  HISTORY     - 19880823 MARK NOT FOUND   NGS
 JS0875
 JS0875                          STATION DESCRIPTION
 JS0875
 JS0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0875'4 MI NW FROM LINCOLN.
 JS0875'ABOUT 4.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS0875'FROM THE STATION AT LINCOLN, PLACER COUNTY, ABOUT 130 FEET NORTH
 JS0875'OF THE ROAD CROSSING AT THE SIGNBOARD AT EWING, ABOUT 80 FEET
 JS0875'EAST OF THE TRACK, AND ON THE WEST HEAD WALL OF A CONCRETE
 JS0875'HIGHWAY CULVERT.  AN OUTLINED SQUARE.
 JS0875
 JS0875                          STATION RECOVERY (1986)
 JS0875
 JS0875'RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI)
 JS0875'MARK NOT FOUND.
 JS0875
 JS0875                          STATION RECOVERY (1988)
 JS0875
 JS0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0309 ***********************************************************************
 JT0309  DESIGNATION -  114.076
 JT0309  PID         -  JT0309
 JT0309  STATE/COUNTY-  CA/SOLANO
 JT0309  USGS QUAD   -  MARE ISLAND (1980)
 JT0309
 JT0309                         *CURRENT SURVEY CONTROL
 JT0309  ___________________________________________________________________
 JT0309* NAD 83(1986)-  38 05 37.     (N)    122 16 02.     (W)     SCALED    
 JT0309* NAVD 88     -         4.16   (+/-2cm)      13.6    (feet)  VERTCON   
 JT0309  ___________________________________________________________________
 JT0309  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JT0309  VERT ORDER  -  THIRD (See Below)
 JT0309
 JT0309.The horizontal coordinates were scaled from a topographic map and have
 JT0309.an estimated accuracy of +/- 6 seconds.
 JT0309
 JT0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0309.The vertical order pertains to the NGVD 29 superseded value.
 JT0309
 JT0309.The geoid height was determined by GEOID03.
 JT0309
 JT0309;                    North         East    Units  Estimated Accuracy
 JT0309;SPC CA 2     -   547,430.    1,976,560.      MT  (+/- 180 meters Scaled)
 JT0309
 JT0309                          SUPERSEDED SURVEY CONTROL
 JT0309
 JT0309  NGVD 29 (??/??/??)    3.36   (m)           11.0    (f) RESET       3  
 JT0309
 JT0309.Superseded values are not recommended for survey control.
 JT0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0309.See file dsdata.txt to determine how the superseded data were derived.
 JT0309
 JT0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642164(NAD 83)
 JT0309_MARKER: Z = SEE DESCRIPTION
 JT0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0309_SP_SET: BUILDING
 JT0309_STAMPING: BM EL 114.076
 JT0309_MARK LOGO: USN   
 JT0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0309
 JT0309  HISTORY     - Date     Condition        Report By
 JT0309  HISTORY     - UNK      MONUMENTED       DOD
 JT0309  HISTORY     - 1950     GOOD             CGS
 JT0309  HISTORY     - 1961     POOR             CGS
 JT0309
 JT0309                          STATION DESCRIPTION
 JT0309
 JT0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0309'AT MARE ISLAND NAVAL SHIPYARD.
 JT0309'AT MARE ISLAND NAVAL SHIPYARD, AT THE INTERSECTION OF 12TH STREET
 JT0309'AND RAILROAD AVENUE, AT BUILDING NO. 390 (BOILER SHAPES AND
 JT0309'MOLD LOFT), SET VERTICALLY IN THE NORTHWEST CONCRETE WALL, 0.6
 JT0309'FOOT SOUTHWEST OF THE NORTH CORNER, 85.0 FEET SOUTHWEST OF THE
 JT0309'CENTER LINE OF THE AVENUE, 0.9 FOOT NORTHEAST OF BM TIDAL 5, 0.7
 JT0309'FOOT ABOVE THE SURFACE OF THE PAVEMENT, AND PROJECTING 1/2 INCH
 JT0309'FROM THE FACE OF THE WALL.  NOTE-- REPORTED IN 1961.  MARK HAS BEEN
 JT0309'HIT BY HEAVY OBJECT AND IS LOOSE IN THE WALL.
 JT0309
 JT0309                          STATION RECOVERY (1961)
 JT0309
 JT0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0309'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0427 ***********************************************************************
 KT0427  DESIGNATION -  114.29 LOCENG
 KT0427  PID         -  KT0427
 KT0427  STATE/COUNTY-  CA/COLUSA
 KT0427  USGS QUAD   -  WILLIAMS (1994)
 KT0427
 KT0427                         *CURRENT SURVEY CONTROL
 KT0427  ___________________________________________________________________
 KT0427* NAD 83(1986)-  39 09 10.     (N)    122 13 00.     (W)     SCALED    
 KT0427* NAVD 88     -        35.82   (+/-2cm)     117.5    (feet)  VERTCON   
 KT0427  ___________________________________________________________________
 KT0427  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 KT0427  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0427
 KT0427.The horizontal coordinates were scaled from a topographic map and have
 KT0427.an estimated accuracy of +/- 6 seconds.
 KT0427
 KT0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0427.The vertical order pertains to the NGVD 29 superseded value.
 KT0427
 KT0427.The geoid height was determined by GEOID03.
 KT0427
 KT0427;                    North         East    Units  Estimated Accuracy
 KT0427;SPC CA 2     -   664,990.    1,981,270.      MT  (+/- 180 meters Scaled)
 KT0427
 KT0427                          SUPERSEDED SURVEY CONTROL
 KT0427
 KT0427  NGVD 29 (??/??/92)   35.062  (m)          115.03   (f) ADJ UNCH    1 2
 KT0427
 KT0427.Superseded values are not recommended for survey control.
 KT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0427.See file dsdata.txt to determine how the superseded data were derived.
 KT0427
 KT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ676340(NAD 83)
 KT0427_MARKER: N = NAIL
 KT0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0427_SP_SET: BRIDGE
 KT0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT0427+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 KT0427
 KT0427  HISTORY     - Date     Condition        Report By
 KT0427  HISTORY     - UNK      MONUMENTED       LOCENG
 KT0427  HISTORY     - 1967     GOOD             NGS
 KT0427  HISTORY     - 20040813 GOOD             GEOCAC
 KT0427
 KT0427                          STATION DESCRIPTION
 KT0427
 KT0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0427'3.6 MI W FROM WILLIAMS.
 KT0427'3.65 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0427'WILLIAMS, AT THE JUNCTION OF EAST CAMP ROAD, ACROSS THE HIGHWAY
 KT0427'FROM BENCH MARK N 113 RESET 1958, IN THE TOP OF THE NORTH END
 KT0427'OF THE WEST CONCRETE ABUTMENT OF CONCRETE BRIDGE 13-39 OVER
 KT0427'GLENN-COLUSA CANAL, 17 FEET NORTH OF THE CENTER LINE OF THE
 KT0427'HIGHWAY, 1.2 FEET NORTH OF THE NORTH FACE OF THE NORTH CONCRETE
 KT0427'GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 KT0427
 KT0427                          STATION RECOVERY (2004)
 KT0427
 KT0427'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 KT0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0650 ***********************************************************************
 GU0650  DESIGNATION -  114.3 USBR
 GU0650  PID         -  GU0650
 GU0650  STATE/COUNTY-  CA/FRESNO
 GU0650  USGS QUAD   -  FIREBAUGH (1984)
 GU0650
 GU0650                         *CURRENT SURVEY CONTROL
 GU0650  ___________________________________________________________________
 GU0650* NAD 83(1986)-  36 47 58.     (N)    120 23 59.     (W)     SCALED    
 GU0650* NAVD 88     -        48.37   (+/-2cm)     158.7    (feet)  VERTCON   
 GU0650  ___________________________________________________________________
 GU0650  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GU0650  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0650
 GU0650.The horizontal coordinates were scaled from a topographic map and have
 GU0650.an estimated accuracy of +/- 6 seconds.
 GU0650
 GU0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0650.The vertical order pertains to the NGVD 29 superseded value.
 GU0650
 GU0650.The geoid height was determined by GEOID03.
 GU0650
 GU0650;                    North         East    Units  Estimated Accuracy
 GU0650;SPC CA 4     -   663,590.    1,875,090.      MT  (+/- 180 meters Scaled)
 GU0650
 GU0650                          SUPERSEDED SURVEY CONTROL
 GU0650
 GU0650  NGVD 29 (??/??/92)   47.65   (m)          156.3    (f) COMPUTED    1 2
 GU0650
 GU0650.Superseded values are not recommended for survey control.
 GU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0650.See file dsdata.txt to determine how the superseded data were derived.
 GU0650
 GU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF319757(NAD 83)
 GU0650_MARKER: DD = SURVEY DISK
 GU0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0650+STABILITY: SURFACE MOTION
 GU0650
 GU0650  HISTORY     - Date     Condition        Report By
 GU0650  HISTORY     - UNK      MONUMENTED       BOR
 GU0650  HISTORY     - 1955     GOOD             NGS
 GU0650  HISTORY     - 1972     POOR             NGS
 GU0650
 GU0650                          STATION DESCRIPTION
 GU0650
 GU0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0650'5.6 MI SE FROM FIREBAUGH.
 GU0650'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU0650'FROM THE STATION AT FIREBAUGH, THENCE 3.5 MILES SOUTHEAST ALONG
 GU0650'A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU0650'CANAL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET
 GU0650'SOUTHWEST OF THE SOUTHWEST SIDE OF THE CANAL, 0.8 FOOT WEST OF
 GU0650'A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET
 GU0650'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 GU0650'GROUND.
 GU0650
 GU0650                          STATION RECOVERY (1972)
 GU0650
 GU0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0650'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0311 ***********************************************************************
 JT0311  DESIGNATION -  114.376
 JT0311  PID         -  JT0311
 JT0311  STATE/COUNTY-  CA/SOLANO
 JT0311  USGS QUAD   -  MARE ISLAND (1980)
 JT0311
 JT0311                         *CURRENT SURVEY CONTROL
 JT0311  ___________________________________________________________________
 JT0311* NAD 83(1986)-  38 05 26.     (N)    122 15 52.     (W)     SCALED    
 JT0311* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 JT0311  ___________________________________________________________________
 JT0311  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JT0311  VERT ORDER  -  THIRD (See Below)
 JT0311
 JT0311.The horizontal coordinates were scaled from a topographic map and have
 JT0311.an estimated accuracy of +/- 6 seconds.
 JT0311
 JT0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0311.The vertical order pertains to the NGVD 29 superseded value.
 JT0311
 JT0311.The geoid height was determined by GEOID03.
 JT0311
 JT0311;                    North         East    Units  Estimated Accuracy
 JT0311;SPC CA 2     -   547,090.    1,976,800.      MT  (+/- 180 meters Scaled)
 JT0311
 JT0311                          SUPERSEDED SURVEY CONTROL
 JT0311
 JT0311  NGVD 29 (??/??/??)    3.46   (m)           11.4    (f) RESET       3  
 JT0311
 JT0311.Superseded values are not recommended for survey control.
 JT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0311.See file dsdata.txt to determine how the superseded data were derived.
 JT0311
 JT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645161(NAD 83)
 JT0311_MARKER: Z = SEE DESCRIPTION
 JT0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0311_SP_SET: BUILDING
 JT0311_STAMPING: BM EL 114.376
 JT0311_MARK LOGO: USN   
 JT0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0311
 JT0311  HISTORY     - Date     Condition        Report By
 JT0311  HISTORY     - UNK      MONUMENTED       DOD
 JT0311  HISTORY     - 1950     GOOD             CGS
 JT0311  HISTORY     - 1961     GOOD             CGS
 JT0311
 JT0311                          STATION DESCRIPTION
 JT0311
 JT0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0311'AT MARE ISLAND NAVAL SHIPYARD.
 JT0311'AT MARE ISLAND NAVAL SHIPYARD, AT THE JUNCTION OF 14TH STREET
 JT0311'AND RAILROAD AVENUE, AT BUILDING NO. 676, SET VERTICALLY IN THE
 JT0311'SOUTHWEST CONCRETE WALL, 0.8 FOOT SOUTHEAST OF THE WEST CORNER,
 JT0311'DIRECTLY NORTH OF AND ACROSS THE AVENUE FROM THE NORTH CORNER
 JT0311'OF THE CORPSMAN QUARTERS HOSPITAL, 66.4 FEET NORTHEAST OF THE
 JT0311'CENTER LINE OF THE AVENUE, AND 1.5 FEET ABOVE THE SURFACE OF
 JT0311'THE PAVEMENT.
 JT0311
 JT0311                          STATION RECOVERY (1961)
 JT0311
 JT0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0350 ***********************************************************************
 JT0350  DESIGNATION -  114.56
 JT0350  PID         -  JT0350
 JT0350  STATE/COUNTY-  CA/SOLANO
 JT0350  USGS QUAD   -  BENICIA (1980)
 JT0350
 JT0350                         *CURRENT SURVEY CONTROL
 JT0350  ___________________________________________________________________
 JT0350* NAD 83(1986)-  38 05 34.     (N)    122 13 19.     (W)     SCALED    
 JT0350* NAVD 88     -        35.73   (+/-2cm)     117.2    (feet)  VERTCON   
 JT0350  ___________________________________________________________________
 JT0350  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JT0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0350
 JT0350.The horizontal coordinates were scaled from a topographic map and have
 JT0350.an estimated accuracy of +/- 6 seconds.
 JT0350
 JT0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0350.The vertical order pertains to the NGVD 29 superseded value.
 JT0350
 JT0350.The geoid height was determined by GEOID03.
 JT0350
 JT0350;                    North         East    Units  Estimated Accuracy
 JT0350;SPC CA 2     -   547,330.    1,980,530.      MT  (+/- 180 meters Scaled)
 JT0350
 JT0350                          SUPERSEDED SURVEY CONTROL
 JT0350
 JT0350  NGVD 29 (??/??/92)   34.92   (m)          114.6    (f) COMPUTED    1 2
 JT0350
 JT0350.Superseded values are not recommended for survey control.
 JT0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0350.See file dsdata.txt to determine how the superseded data were derived.
 JT0350
 JT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH682163(NAD 83)
 JT0350_MARKER: O = CHISELED CIRCLE
 JT0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0350_SP_SET: GATE POST BASE
 JT0350_MARK LOGO: USGS  
 JT0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0350
 JT0350  HISTORY     - Date     Condition        Report By
 JT0350  HISTORY     - UNK      MONUMENTED       USGS
 JT0350  HISTORY     - 1950     GOOD             CGS
 JT0350  HISTORY     - 1961     POOR             CGS
 JT0350  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JT0350
 JT0350                          STATION DESCRIPTION
 JT0350
 JT0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0350'0.5 MI E FROM VALLEJO.
 JT0350'0.5 MILE EAST ALONG BENECIA ROAD FROM THE INTERSECTION OF
 JT0350'U.S. HIGHWAY 40 AT VALLEJO, AT THE INTERSECTION OF MAPLE
 JT0350'AVENUE, AT THE EAST ONE OF TWO LARGE CONCRETE GATE POSTS,
 JT0350'ON TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 41.4 FEET
 JT0350'SOUTH OF THE CENTER LINE OF BENECIA ROAD, 17 1/2 FEET EAST OF
 JT0350'THE CENTER LINE OF THE AVENUE, ABOUT LEVEL WITH THE ROAD, AND
 JT0350'1.3 FEET ABOVE THE SURFACE OF THE GROUND.
 JT0350
 JT0350                          STATION RECOVERY (1961)
 JT0350
 JT0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0350'MARK RECOVERED IN POOR CONDITION.
 JT0350
 JT0350                          STATION RECOVERY (1987)
 JT0350
 JT0350'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0026 ***********************************************************************
 GU0026  DESIGNATION -  114.64 L
 GU0026  PID         -  GU0026
 GU0026  STATE/COUNTY-  CA/FRESNO
 GU0026  USGS QUAD   -  CHANEY RANCH (1971)
 GU0026
 GU0026                         *CURRENT SURVEY CONTROL
 GU0026  ___________________________________________________________________
 GU0026* NAD 83(1986)-  36 38 18.     (N)    120 30 56.     (W)     SCALED    
 GU0026* NAVD 88     -       103.394  (meters)     339.22   (feet)  ADJUSTED  
 GU0026  ___________________________________________________________________
 GU0026  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0026  DYNAMIC HT  -         103.306 (meters)     338.93  (feet)  COMP
 GU0026  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 GU0026
 GU0026  VERT ORDER  -  FIRST     CLASS I
 GU0026
 GU0026.The horizontal coordinates were scaled from a topographic map and have
 GU0026.an estimated accuracy of +/- 6 seconds.
 GU0026
 GU0026.The orthometric height was determined by differential leveling
 GU0026.and adjusted in June 1991.
 GU0026
 GU0026.The geoid height was determined by GEOID03.
 GU0026
 GU0026.The dynamic height is computed by dividing the NAVD 88
 GU0026.geopotential number by the normal gravity value computed on the
 GU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0026.degrees latitude (g = 980.6199 gals.).
 GU0026
 GU0026.The modeled gravity was interpolated from observed gravity values.
 GU0026
 GU0026;                    North         East    Units  Estimated Accuracy
 GU0026;SPC CA 4     -   645,870.    1,864,480.      MT  (+/- 180 meters Scaled)
 GU0026
 GU0026                          SUPERSEDED SURVEY CONTROL
 GU0026
 GU0026  NGVD 29 (??/??/92)  102.552  (m)          336.46   (f) ADJ UNCH    1 1
 GU0026
 GU0026.Superseded values are not recommended for survey control.
 GU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0026.See file dsdata.txt to determine how the superseded data were derived.
 GU0026
 GU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF221576(NAD 83)
 GU0026_MARKER: DD = SURVEY DISK
 GU0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0026_SP_SET: HEADWALL
 GU0026_STAMPING: 114.64 L
 GU0026_MARK LOGO: BOR   
 GU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0026+STABILITY: SURFACE MOTION
 GU0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0026+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0026
 GU0026  HISTORY     - Date     Condition        Report By
 GU0026  HISTORY     - UNK      MONUMENTED       BOR
 GU0026  HISTORY     - 1971     GOOD             NGS
 GU0026  HISTORY     - 1975     GOOD             NGS
 GU0026  HISTORY     - 19881201 GOOD             NGS
 GU0026
 GU0026                          STATION DESCRIPTION
 GU0026
 GU0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GU0026'27.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0026'27.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0026'AMIGOS PUMP PLANT, 0.1 MILE NORTHWEST OF THE JUNCTION OF NEWCOMB
 GU0026'AVENUE, IN THE TOP AND 1.2 FEET SOUTHEAST OF THE NORTHWEST
 GU0026'END OF THE NORTHEAST CONCRETE HEAD WALL OF 12-INCH IRON PIPE
 GU0026'OVERCHUTE 114.64 L, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0026'NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU0026
 GU0026                          STATION RECOVERY (1975)
 GU0026
 GU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0026'RECOVERED IN GOOD CONDITION.
 GU0026
 GU0026                          STATION RECOVERY (1988)
 GU0026
 GU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0025 ***********************************************************************
 GU0025  DESIGNATION -  114.90 R USBR
 GU0025  PID         -  GU0025
 GU0025  STATE/COUNTY-  CA/FRESNO
 GU0025  USGS QUAD   -  CHANEY RANCH (1971)
 GU0025
 GU0025                         *CURRENT SURVEY CONTROL
 GU0025  ___________________________________________________________________
 GU0025* NAD 83(1986)-  36 38 06.     (N)    120 30 41.     (W)     SCALED    
 GU0025* NAVD 88     -       102.61   (+/-2cm)     336.6    (feet)  VERTCON   
 GU0025  ___________________________________________________________________
 GU0025  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0025  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0025
 GU0025.The horizontal coordinates were scaled from a topographic map and have
 GU0025.an estimated accuracy of +/- 6 seconds.
 GU0025
 GU0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0025.The vertical order pertains to the NGVD 29 superseded value.
 GU0025
 GU0025.The geoid height was determined by GEOID03.
 GU0025
 GU0025;                    North         East    Units  Estimated Accuracy
 GU0025;SPC CA 4     -   645,500.    1,864,840.      MT  (+/- 180 meters Scaled)
 GU0025
 GU0025                          SUPERSEDED SURVEY CONTROL
 GU0025
 GU0025  NGVD 29 (??/??/92)  101.826  (m)          334.07   (f) ADJ UNCH    1 1
 GU0025
 GU0025.Superseded values are not recommended for survey control.
 GU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0025.See file dsdata.txt to determine how the superseded data were derived.
 GU0025
 GU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF225572(NAD 83)
 GU0025_MARKER: DD = SURVEY DISK
 GU0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0025_SP_SET: CONCRETE TURNOUT STRUCTURE
 GU0025_STAMPING: 114.90 R
 GU0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0025
 GU0025  HISTORY     - Date     Condition        Report By
 GU0025  HISTORY     - UNK      MONUMENTED       BOR
 GU0025  HISTORY     - 1967     GOOD             NGS
 GU0025  HISTORY     - 1968     GOOD             NGS
 GU0025
 GU0025                          STATION DESCRIPTION
 GU0025
 GU0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0025'28.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0025'28.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0025'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF A CONCRETE
 GU0025'TURNOUT STRUCTURE, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU0025'SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 GU0025'OF THE CONCRETE LINING OF THE AQUEDUCT, IN R13E T15S, SECTION
 GU0025'12.
 GU0025
 GU0025                          STATION RECOVERY (1968)
 GU0025
 GU0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1526 ***********************************************************************
 GT1526  DESIGNATION -  1140
 GT1526  PID         -  GT1526
 GT1526  STATE/COUNTY-  CA/FRESNO
 GT1526  USGS QUAD   -  KEARNEY PARK (1981)
 GT1526
 GT1526                         *CURRENT SURVEY CONTROL
 GT1526  ___________________________________________________________________
 GT1526* NAD 83(1986)-  36 40 21.     (N)    119 58 13.     (W)     SCALED    
 GT1526* NAVD 88     -        69.59   (+/-2cm)     228.3    (feet)  VERTCON   
 GT1526  ___________________________________________________________________
 GT1526  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GT1526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1526
 GT1526.The horizontal coordinates were scaled from a topographic map and have
 GT1526.an estimated accuracy of +/- 6 seconds.
 GT1526
 GT1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1526.The vertical order pertains to the NGVD 29 superseded value.
 GT1526
 GT1526.The geoid height was determined by GEOID03.
 GT1526
 GT1526;                    North         East    Units  Estimated Accuracy
 GT1526;SPC CA 4     -   649,030.    1,913,270.      MT  (+/- 180 meters Scaled)
 GT1526
 GT1526                          SUPERSEDED SURVEY CONTROL
 GT1526
 GT1526  NGVD 29 (??/??/92)   68.815  (m)          225.77   (f) ADJ UNCH    2 0
 GT1526
 GT1526.Superseded values are not recommended for survey control.
 GT1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1526.See file dsdata.txt to determine how the superseded data were derived.
 GT1526
 GT1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA345626(NAD 83)
 GT1526_MARKER: DD = SURVEY DISK
 GT1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1526_STAMPING: 1140
 GT1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1526+STABILITY: SURFACE MOTION
 GT1526
 GT1526  HISTORY     - Date     Condition        Report By
 GT1526  HISTORY     - UNK      MONUMENTED       CA-019
 GT1526  HISTORY     - 1959     GOOD             NGS
 GT1526
 GT1526                          STATION DESCRIPTION
 GT1526
 GT1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1526'9.8 MI NW FROM RAISIN CITY.
 GT1526'4.85 MILES WEST ALONG MANNING AVENUE FROM THE T JUNCTION OF ORMUS
 GT1526'AVENUE AT RAISIN CITY, THENCE 3.05 MILES NORTH ALONG JAMESON
 GT1526'AVENUE, THENCE 1.3 MILES NORTHEAST ALONG MC MULLIN GRADE, THENCE
 GT1526'0.65 MILE NORTH ALONG DICKENSON AVENUE, 30 FEET WEST OF THE
 GT1526'CENTER LINE OF THE AVENUE, 125 FEET SOUTH OF THE CENTER LINE
 GT1526'OF A DIRT DRIVEWAY LEADING WEST TO A GROUP OF STOCK PENS, 137
 GT1526'FEET NORTH OF A TELEPHONE POLE, 117 FEET SOUTH OF THE SOUTH END
 GT1526'OF A GATE, 2.4 FEET EAST OF A FENCE, 0.6 FOOT EAST OF A WITNESS
 GT1526'POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 GT1526'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0115 ***********************************************************************
 GT0115  DESIGNATION -  1146
 GT0115  PID         -  GT0115
 GT0115  STATE/COUNTY-  CA/TULARE
 GT0115  USGS QUAD   -  CASE MOUNTAIN (1994)
 GT0115
 GT0115                         *CURRENT SURVEY CONTROL
 GT0115  ___________________________________________________________________
 GT0115* NAD 83(1986)-  36 27 55.     (N)    118 51 42.     (W)     SCALED    
 GT0115* NAVD 88     -       350.26   (+/-2cm)    1149.1    (feet)  VERTCON   
 GT0115  ___________________________________________________________________
 GT0115  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 GT0115  VERT ORDER  -  THIRD (See Below)
 GT0115
 GT0115.The horizontal coordinates were scaled from a topographic map and have
 GT0115.an estimated accuracy of +/- 6 seconds.
 GT0115
 GT0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0115.The vertical order pertains to the NGVD 29 superseded value.
 GT0115
 GT0115.The geoid height was determined by GEOID03.
 GT0115
 GT0115;                    North         East    Units  Estimated Accuracy
 GT0115;SPC CA 4     -   625,610.    2,012,400.      MT  (+/- 180 meters Scaled)
 GT0115
 GT0115                          SUPERSEDED SURVEY CONTROL
 GT0115
 GT0115  NGVD 29 (??/??/??)  349.33   (m)         1146.1    (f) RESET       3  
 GT0115
 GT0115.Superseded values are not recommended for survey control.
 GT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0115.See file dsdata.txt to determine how the superseded data were derived.
 GT0115
 GT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA331371(NAD 83)
 GT0115_MARKER: DD = SURVEY DISK
 GT0115_SETTING: 80 = SET IN A BOULDER
 GT0115_SP_SET: BOULDER
 GT0115_STAMPING: 1146 1905
 GT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0115+STABILITY: SURFACE MOTION
 GT0115
 GT0115  HISTORY     - Date     Condition        Report By
 GT0115  HISTORY     - 1905     MONUMENTED       USGS
 GT0115  HISTORY     - 1940     GOOD             NGS
 GT0115
 GT0115                          STATION DESCRIPTION
 GT0115
 GT0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0115'3.7 MI NE FROM THREE RIVERS.
 GT0115'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE
 GT0115'AT THREE RIVERS, TULARE COUNTY, 40 FEET EAST OF THE OLD MOUNT
 GT0115'WHITNEY POWERHOUSE OF THE SOUTHERN CALIFORNIA EDISON CO., 18
 GT0115'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 GT0115'16- BY 20-FOOT GRANITE BOULDER (A FLAGPOLE IS ON THE SAME
 GT0115'BOULDER), AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 GT0115'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1146 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0163 ***********************************************************************
 LU0163  DESIGNATION -  1146.80 RESET
 LU0163  PID         -  LU0163
 LU0163  STATE/COUNTY-  CA/SHASTA
 LU0163  USGS QUAD   -  LAMOINE (1990)
 LU0163
 LU0163                         *CURRENT SURVEY CONTROL
 LU0163  ___________________________________________________________________
 LU0163* NAD 83(1986)-  40 52 47.     (N)    122 22 49.     (W)     SCALED    
 LU0163* NAVD 88     -       350.441  (meters)    1149.74   (feet)  ADJUSTED  
 LU0163  ___________________________________________________________________
 LU0163  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 LU0163  DYNAMIC HT  -         350.255 (meters)    1149.13  (feet)  COMP
 LU0163  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 LU0163
 LU0163  VERT ORDER  -  FIRST     CLASS II
 LU0163
 LU0163.The horizontal coordinates were scaled from a topographic map and have
 LU0163.an estimated accuracy of +/- 6 seconds.
 LU0163
 LU0163.The orthometric height was determined by differential leveling
 LU0163.and adjusted in June 1991.
 LU0163
 LU0163.The geoid height was determined by GEOID03.
 LU0163
 LU0163.The dynamic height is computed by dividing the NAVD 88
 LU0163.geopotential number by the normal gravity value computed on the
 LU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0163.degrees latitude (g = 980.6199 gals.).
 LU0163
 LU0163.The modeled gravity was interpolated from observed gravity values.
 LU0163
 LU0163;                    North         East    Units  Estimated Accuracy
 LU0163;SPC CA 1     -   671,780.    1,967,950.      MT  (+/- 180 meters Scaled)
 LU0163
 LU0163                          SUPERSEDED SURVEY CONTROL
 LU0163
 LU0163.No superseded survey control is available for this station.
 LU0163
 LU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL522255(NAD 83)
 LU0163_MARKER: DD = SURVEY DISK
 LU0163_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU0163_SP_SET: BRIDGE CURB
 LU0163_STAMPING: 1146.80 RESET 1967
 LU0163_MARK LOGO: CADH  
 LU0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0163
 LU0163  HISTORY     - Date     Condition        Report By
 LU0163  HISTORY     - UNK      MONUMENTED       CADH
 LU0163  HISTORY     - 1967     GOOD             NGS
 LU0163  HISTORY     - 1988     GOOD             NGS
 LU0163
 LU0163                          STATION DESCRIPTION
 LU0163
 LU0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LU0163'6.3 MI S FROM DELTA.
 LU0163'6.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE POST OFFICE
 LU0163'AT DELTA, AT BRIDGE 6-89 OVER THE SACRAMENTO RIVER, IN THE
 LU0163'FOOT CURBING AT THE SOUTHEAST CORNER OF THE BRIDGE, 29 FEET
 LU0163'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 LU0163'THE HIGHWAY.
 LU0163
 LU0163                          STATION RECOVERY (1988)
 LU0163
 LU0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0163'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.7 KM
 LU0163'(16.60 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION OF
 LU0163'STATE HIGHWAY 151 IN PROJECT CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0950 ***********************************************************************
 HS0950  DESIGNATION -  1148
 HS0950  PID         -  HS0950
 HS0950  STATE/COUNTY-  CA/TUOLUMNE
 HS0950  USGS QUAD   -  MOCCASIN (1987)
 HS0950
 HS0950                         *CURRENT SURVEY CONTROL
 HS0950  ___________________________________________________________________
 HS0950* NAD 83(1986)-  37 48 38.     (N)    120 17 45.     (W)     SCALED    
 HS0950* NAVD 88     -       351.59   (+/-2cm)    1153.5    (feet)  VERTCON   
 HS0950  ___________________________________________________________________
 HS0950  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HS0950  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0950
 HS0950.The horizontal coordinates were scaled from a topographic map and have
 HS0950.an estimated accuracy of +/- 6 seconds.
 HS0950
 HS0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0950.The vertical order pertains to the NGVD 29 superseded value.
 HS0950
 HS0950.The geoid height was determined by GEOID03.
 HS0950
 HS0950;                    North         East    Units  Estimated Accuracy
 HS0950;SPC CA 3     -   645,470.    2,017,980.      MT  (+/- 180 meters Scaled)
 HS0950
 HS0950                          SUPERSEDED SURVEY CONTROL
 HS0950
 HS0950  NGVD 29 (??/??/92)  350.843  (m)         1151.06   (f) ADJ UNCH    1 2
 HS0950
 HS0950.Superseded values are not recommended for survey control.
 HS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0950.See file dsdata.txt to determine how the superseded data were derived.
 HS0950
 HS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG380882(NAD 83)
 HS0950_MARKER: DD = SURVEY DISK
 HS0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0950_SP_SET: ANCHOR BLOCK
 HS0950_STAMPING: 1148899 1148898
 HS0950_MARK LOGO: CA3290
 HS0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0950
 HS0950  HISTORY     - Date     Condition        Report By
 HS0950  HISTORY     - UNK      MONUMENTED       CA3290
 HS0950  HISTORY     - 1956     GOOD             CGS
 HS0950
 HS0950                          STATION DESCRIPTION
 HS0950
 HS0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0950'0.2 MI E FROM MOCCASIN.
 HS0950'0.25 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0950'THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST CORNER
 HS0950'OF THE THIRD CONCRETE ANCHOR BLOCK NORTHEAST OF THE POWERHOUSE,
 HS0950'AND ABOUT 7 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1832 ***********************************************************************
 GT1832  DESIGNATION -  11493 G=KERN RM 2
 GT1832  PID         -  GT1832
 GT1832  STATE/COUNTY-  CA/TULARE
 GT1832  USGS QUAD   -  KERN PEAK (1994)
 GT1832
 GT1832                         *CURRENT SURVEY CONTROL
 GT1832  ___________________________________________________________________
 GT1832* NAD 83(1992)-  36 18 30.71900(N)    118 17 16.29040(W)     ADJUSTED  
 GT1832* NAVD 88     -      3510.     (meters)   11516.     (feet)  SCALED    
 GT1832  ___________________________________________________________________
 GT1832  EPOCH DATE  -        1991.35
 GT1832  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GT1832  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 GT1832  HORZ ORDER  -  SECOND
 GT1832
 GT1832.The horizontal coordinates were established by classical geodetic methods
 GT1832.and adjusted by the National Geodetic Survey in March 1994.
 GT1832.The horizontal coordinates are valid at the epoch date displayed above.
 GT1832.The epoch date for horizontal control is a decimal equivalence
 GT1832.of Year/Month/Day.
 GT1832
 GT1832.The orthometric height was scaled from a topographic map.
 GT1832
 GT1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT1832
 GT1832.The geoid height was determined by GEOID03.
 GT1832
 GT1832;                    North         East     Units Scale Factor Converg.
 GT1832;SPC CA 4     -   608,446.550 2,063,954.870   MT  0.99995601   +0 25 29.5
 GT1832;SPC CA 4     - 1,996,211.72  6,771,491.94   sFT  0.99995601   +0 25 29.5
 GT1832;UTM  11      - 4,018,939.670   384,379.251   MT  0.99976471   -0 45 45.6
 GT1832
 GT1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT1832!SPC CA 4     -   0.99945361  x   0.99995601  =   0.99940965
 GT1832!UTM  11      -   0.99945361  x   0.99976471  =   0.99921845
 GT1832
 GT1832                          SUPERSEDED SURVEY CONTROL
 GT1832
 GT1832  NAD 83(1986)-  36 18 30.71075(N)    118 17 16.27664(W) AD(1984.00) 2
 GT1832  NAD 27      -  36 18 30.93580(N)    118 17 12.96590(W) AD(       ) 2
 GT1832
 GT1832.Superseded values are not recommended for survey control.
 GT1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1832.See file dsdata.txt to determine how the superseded data were derived.
 GT1832
 GT1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA8437918940(NAD 83)
 GT1832_MARKER: Z = SEE DESCRIPTION
 GT1832_SETTING: 0 = UNSPECIFIED SETTING
 GT1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1832
 GT1832  HISTORY     - Date     Condition        Report By
 GT1832  HISTORY     - 1962     MONUMENTED       CGS
 GT1832
 GT1832                          STATION DESCRIPTION
 GT1832
 GT1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GT1832'STATION IS ON THE HIGHEST PART OF KERN PEAK WITH AN ELEVATION OF
 GT1832'11,493 FEET.  IT IS A HIGH, BARE, ROCKY PEAK, ABOUT 24 MILES
 GT1832'SOUTHEAST OF LONE PINE, 16 MILES WEST-NORTHWEST OF OLANCHA, 4
 GT1832'1/2 MILES SOUTH OF THE TUNNEL GUARD STATION AND 5 MILES SOUTH OF
 GT1832'THE TUNNEL MEADOW LANDING STRIP.
 GT1832'
 GT1832'KERN R.M. 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED G 11493,
 GT1832'CEMENTED IN A DRILL HOLE IN AN 8 X 15 FOOT BOULDER PROJECTING
 GT1832'8 FEET.  IT IS 8 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 GT1832'OF THE KERN PEAK LOOKOUT HOUSE.
 GT1832'
 GT1832'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KERN
 GT1832'(USGS) THE DISTANCE BEING 5.07 FEET OR 1.546 METERS WEST-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0368 ***********************************************************************
 FT0368  DESIGNATION -  115
 FT0368  PID         -  FT0368
 FT0368  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0368  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0368
 FT0368                         *CURRENT SURVEY CONTROL
 FT0368  ___________________________________________________________________
 FT0368* NAD 83(1986)-  35 32 43.     (N)    117 08 19.     (W)     SCALED    
 FT0368* NAVD 88     -       651.461  (meters)    2137.34   (feet)  ADJUSTED  
 FT0368  ___________________________________________________________________
 FT0368  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FT0368  DYNAMIC HT  -         650.765 (meters)    2135.05  (feet)  COMP
 FT0368  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 FT0368
 FT0368  VERT ORDER  -  FIRST     CLASS II
 FT0368
 FT0368.The horizontal coordinates were scaled from a topographic map and have
 FT0368.an estimated accuracy of +/- 6 seconds.
 FT0368
 FT0368.The orthometric height was determined by differential leveling
 FT0368.and adjusted in June 1991.
 FT0368
 FT0368.The geoid height was determined by GEOID03.
 FT0368
 FT0368.The dynamic height is computed by dividing the NAVD 88
 FT0368.geopotential number by the normal gravity value computed on the
 FT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0368.degrees latitude (g = 980.6199 gals.).
 FT0368
 FT0368.The modeled gravity was interpolated from observed gravity values.
 FT0368
 FT0368;                    North         East    Units  Estimated Accuracy
 FT0368;SPC CA 5     -   727,220.    2,078,110.      MT  (+/- 180 meters Scaled)
 FT0368
 FT0368                          SUPERSEDED SURVEY CONTROL
 FT0368
 FT0368  NGVD 29 (??/??/92)  650.706  (m)         2134.86   (f) ADJ UNCH    1 2
 FT0368
 FT0368.Superseded values are not recommended for survey control.
 FT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0368.See file dsdata.txt to determine how the superseded data were derived.
 FT0368
 FT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV874335(NAD 83)
 FT0368_MARKER: DD = SURVEY DISK
 FT0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0368_STAMPING: BM 115 1950
 FT0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0368+STABILITY: SURFACE MOTION
 FT0368
 FT0368  HISTORY     - Date     Condition        Report By
 FT0368  HISTORY     - 1950     MONUMENTED       USN
 FT0368  HISTORY     - 1950     GOOD             NGS
 FT0368
 FT0368                          STATION DESCRIPTION
 FT0368
 FT0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0368'42 MI SE FROM RIDGECREST.
 FT0368'THE STATION IS LOCATED IN THE RANDSBURG WASH AREA, ON THE MOJAVE
 FT0368'GUNNERY RANGE B, IT IS 1.0 MILES WEST OF MARK 20 KSM, USGS 1946,
 FT0368'6 FT NORTH OF ROCK PILE, 7 FT NORTH OF OLD BM, WHICH IS A
 FT0368'CHISELED POINT ON A ROCK.  IT IS 12 FT SOUTH OF THE MAIN TRAVELED
 FT0368'ROAD.  THE STATION IS AN USN  BRONZE DISK SET IN AN 8 IN SQUARE
 FT0368'CONCRETE BLOCK PROJECTING 12 IN ABOVE THE GROUND, AND IS STAMPED
 FT0368'BM 115 1950.  DIRECTIONS TO REACH THE STATION MAY BE OBTAINED
 FT0368'FROM RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL
 FT0368'ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1696 ***********************************************************************
 DY1696  DESIGNATION -  115 222 A LACFCD
 DY1696  PID         -  DY1696
 DY1696  STATE/COUNTY-  CA/LOS ANGELES
 DY1696  USGS QUAD   -  VENICE (1981)
 DY1696
 DY1696                         *CURRENT SURVEY CONTROL
 DY1696  ___________________________________________________________________
 DY1696* NAD 83(1986)-  33 57 52.     (N)    118 27 06.     (W)     SCALED    
 DY1696* NAVD 88     -         1.02   (+/-2cm)       3.3    (feet)  VERTCON   
 DY1696  ___________________________________________________________________
 DY1696  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DY1696  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1696
 DY1696.The horizontal coordinates were scaled from a topographic map and have
 DY1696.an estimated accuracy of +/- 6 seconds.
 DY1696
 DY1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1696.The vertical order pertains to the NGVD 29 superseded value.
 DY1696
 DY1696.The geoid height was determined by GEOID03.
 DY1696
 DY1696;                    North         East    Units  Estimated Accuracy
 DY1696;SPC CA 5     -   551,610.    1,958,260.      MT  (+/- 180 meters Scaled)
 DY1696
 DY1696                          SUPERSEDED SURVEY CONTROL
 DY1696
 DY1696  NGVD 29 (??/??/92)    0.27   (m)            0.9    (f) COMPUTED    1 1
 DY1696
 DY1696.Superseded values are not recommended for survey control.
 DY1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1696.See file dsdata.txt to determine how the superseded data were derived.
 DY1696
 DY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT658591(NAD 83)
 DY1696_MARKER: DD = SURVEY DISK
 DY1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1696_SP_SET: CONCRETE FOOTING
 DY1696_STAMPING: BM 115-222 A
 DY1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1696
 DY1696  HISTORY     - Date     Condition        Report By
 DY1696  HISTORY     - UNK      MONUMENTED       CA-037
 DY1696  HISTORY     - 1968     GOOD             CA-037
 DY1696
 DY1696                          STATION DESCRIPTION
 DY1696
 DY1696'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1696'AT MARINA DEY REY.
 DY1696'SOUTH OF MARINA DEL REY ENTRANCE CHANNEL, BALLONA CREEK, ON
 DY1696'THE S SIDE OF THE N LEVEE ABOUT 872 FEET NE OF PACIFIC AVENUE,
 DY1696'36.0 FEET E AND ABOUT 14 FEET BELOW THE TOP E EDGE OF THE
 DY1696'LEVEE, 15.0 FEET N OF THE OLD PIPE LINE SUSPENSION BRIDGE AND IN
 DY1696'THE TOP OF A 1.2 X 14 FOOT CONCRETE FOOTING 0.9 FT S OF THE N END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1290 ***********************************************************************
 DY1290  DESIGNATION -  115 38 LACFCD
 DY1290  PID         -  DY1290
 DY1290  STATE/COUNTY-  CA/LOS ANGELES
 DY1290  USGS QUAD   -  VENICE (1981)
 DY1290
 DY1290                         *CURRENT SURVEY CONTROL
 DY1290  ___________________________________________________________________
 DY1290* NAD 83(1986)-  33 57 45.     (N)    118 27 11.     (W)     SCALED    
 DY1290* NAVD 88     -         4.64   (+/-2cm)      15.2    (feet)  VERTCON   
 DY1290  ___________________________________________________________________
 DY1290  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY1290  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1290
 DY1290.The horizontal coordinates were scaled from a topographic map and have
 DY1290.an estimated accuracy of +/- 6 seconds.
 DY1290
 DY1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1290.The vertical order pertains to the NGVD 29 superseded value.
 DY1290
 DY1290.The geoid height was determined by GEOID03.
 DY1290
 DY1290;                    North         East    Units  Estimated Accuracy
 DY1290;SPC CA 5     -   551,400.    1,958,130.      MT  (+/- 180 meters Scaled)
 DY1290
 DY1290                          SUPERSEDED SURVEY CONTROL
 DY1290
 DY1290  NGVD 29 (??/??/92)    3.89   (m)           12.8    (f) COMPUTED    1 1
 DY1290
 DY1290.Superseded values are not recommended for survey control.
 DY1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1290.See file dsdata.txt to determine how the superseded data were derived.
 DY1290
 DY1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT657589(NAD 83)
 DY1290_MARKER: DD = SURVEY DISK
 DY1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1290_SP_SET: BRIDGE
 DY1290_STAMPING: BM 115-38 1948
 DY1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1290
 DY1290  HISTORY     - Date     Condition        Report By
 DY1290  HISTORY     - 1948     MONUMENTED       CA-037
 DY1290  HISTORY     - 1968     GOOD             CA-037
 DY1290  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 DY1290  HISTORY     - 20070621 MARK NOT FOUND   GEOCAC
 DY1290
 DY1290                          STATION DESCRIPTION
 DY1290
 DY1290'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1290'IN LOS ANGELES.
 DY1290'IN LOS ANGELES, SOUTH OF MARINA DEL REY ENTRANCE CHANNEL, BALLONA
 DY1290'CREEK AND PACIFIC AVENUE BRIDGE, ON THE S SIDE OF THE CREEK,
 DY1290'65.8 FEET N OF CENTER OF 62ND AVENUE, 32.5 FEET UPSTREAM FROM THE
 DY1290'CENTER LINE OF PAVEMENT ON PACIFIC AVENUE, 6.1 FEET E OF THE SE
 DY1290'CORNER OF THE CONCRETE BRIDGE RAILING, AND SET ABOUT 0.6 FOOT
 DY1290'BELOW THE SURFACE.
 DY1290
 DY1290                          STATION RECOVERY (2004)
 DY1290
 DY1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 DY1290'AREA IS NOW A PARKING LOT, COVERED IN ASPHALT. POSSIBLY DESTROYED.
 DY1290
 DY1290                          STATION RECOVERY (2007)
 DY1290
 DY1290'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY1290'FIELD OBSERVATION INDICATES THAT THE AREA WHERE THE MARK WAS LOCATED
 DY1290'APPEARS TO BE COVERED WITH ASPHALT.  SINCE THE MARK IS DESCRIBED AS
 DY1290'UNDERGROUND, IT IS POSSIBLE THAT IT IS STILL THERE, BUT THERE IS NO
 DY1290'DIRECT ACCESS TO IT.  THIS MARK WOULD SEEM TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1291 ***********************************************************************
 DY1291  DESIGNATION -  115 38 RM LACFCD
 DY1291  PID         -  DY1291
 DY1291  STATE/COUNTY-  CA/LOS ANGELES
 DY1291  USGS QUAD   -  VENICE (1981)
 DY1291
 DY1291                         *CURRENT SURVEY CONTROL
 DY1291  ___________________________________________________________________
 DY1291* NAD 83(1986)-  33 57 45.     (N)    118 27 11.     (W)     SCALED    
 DY1291* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 DY1291  ___________________________________________________________________
 DY1291  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY1291  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1291
 DY1291.The horizontal coordinates were scaled from a topographic map and have
 DY1291.an estimated accuracy of +/- 6 seconds.
 DY1291
 DY1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1291.The vertical order pertains to the NGVD 29 superseded value.
 DY1291
 DY1291.The geoid height was determined by GEOID03.
 DY1291
 DY1291;                    North         East    Units  Estimated Accuracy
 DY1291;SPC CA 5     -   551,400.    1,958,130.      MT  (+/- 180 meters Scaled)
 DY1291
 DY1291                          SUPERSEDED SURVEY CONTROL
 DY1291
 DY1291  NGVD 29 (??/??/92)    3.70   (m)           12.1    (f) COMPUTED    1 1
 DY1291
 DY1291.Superseded values are not recommended for survey control.
 DY1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1291.See file dsdata.txt to determine how the superseded data were derived.
 DY1291
 DY1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT657589(NAD 83)
 DY1291_MARKER: DD = SURVEY DISK
 DY1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1291_SP_SET: BRIDGE
 DY1291_STAMPING: REF MON 115-38 19
 DY1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1291
 DY1291  HISTORY     - Date     Condition        Report By
 DY1291  HISTORY     - UNK      MONUMENTED       CA-037
 DY1291  HISTORY     - 1968     GOOD             CA-037
 DY1291  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 DY1291  HISTORY     - 20070621 MARK NOT FOUND   GEOCAC
 DY1291
 DY1291                          STATION DESCRIPTION
 DY1291
 DY1291'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1291'IN LOS ANGELES.
 DY1291'IN LOS ANGELES, SOUTH OF MARINA DEY REY ENTRANCE CHANNEL, BALLONA
 DY1291'CREEK AND PACIFIC AVENUE BRIDGE, ON THE S SIDE OF THE CREEK,
 DY1291'76.5 FEET SE OF THE SW CORNER OF THE BRIDGE, 45.69 FEET S OF BM
 DY1291'27.15 - CA-037 BM 115-38 -, 32.5 FEET E OR UPSTREAM FROM THE
 DY1291'CENTERLINE OF PAVEMENT OF PACIFIC AVENUE, 20 FEET N OF THE
 DY1291'CENTER OF 62ND AVENUE AND SET ABOUT 0.6 FOOT BELOW THE SURFACE.
 DY1291
 DY1291                          STATION RECOVERY (2004)
 DY1291
 DY1291'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 DY1291'AREA IS NOW A PARKING LOT, COVERED IN ASPHALT. POSSIBLY DESTROYED.
 DY1291
 DY1291                          STATION RECOVERY (2007)
 DY1291
 DY1291'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY1291'FIELD OBSERVATION INDICATES THAT THE AREA WHERE THE MARK WAS LOCATED
 DY1291'APPEARS TO BE A SANDY AREA BETWEEN THE STREET AND THE PARKING AREA.
 DY1291'SINCE THE MARK IS DESCRIBED AS UNDERGROUND, IT IS POSSIBLE THAT IT IS
 DY1291'STILL THERE, BUT THERE IS NO DIRECT ACCESS TO IT.  THIS MARK WOULD
 DY1291'SEEM TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3490 ***********************************************************************
 HS3490  DESIGNATION -  115 A CO
 HS3490  PID         -  HS3490
 HS3490  STATE/COUNTY-  CA/ALAMEDA
 HS3490  USGS QUAD   -  ALTAMONT (1981)
 HS3490
 HS3490                         *CURRENT SURVEY CONTROL
 HS3490  ___________________________________________________________________
 HS3490* NAD 83(1986)-  37 40 48.     (N)    121 41 47.     (W)     SCALED    
 HS3490* NAVD 88     -       206.71   (+/-2cm)     678.2    (feet)  VERTCON   
 HS3490  ___________________________________________________________________
 HS3490  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HS3490  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3490
 HS3490.The horizontal coordinates were scaled from a topographic map and have
 HS3490.an estimated accuracy of +/- 6 seconds.
 HS3490
 HS3490.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3490.The vertical order pertains to the NGVD 29 superseded value.
 HS3490
 HS3490.The geoid height was determined by GEOID03.
 HS3490
 HS3490;                    North         East    Units  Estimated Accuracy
 HS3490;SPC CA 3     -   631,630.    1,894,470.      MT  (+/- 180 meters Scaled)
 HS3490
 HS3490                          SUPERSEDED SURVEY CONTROL
 HS3490
 HS3490  NGVD 29 (??/??/92)  205.898  (m)          675.52   (f) ADJ UNCH    1 2
 HS3490
 HS3490.Superseded values are not recommended for survey control.
 HS3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3490.See file dsdata.txt to determine how the superseded data were derived.
 HS3490
 HS3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG149711(NAD 83)
 HS3490_MARKER: DD = SURVEY DISK
 HS3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3490_STAMPING: 115 115
 HS3490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3490+STABILITY: SURFACE MOTION
 HS3490
 HS3490  HISTORY     - Date     Condition        Report By
 HS3490  HISTORY     - UNK      MONUMENTED       CA-001
 HS3490  HISTORY     - 1958     GOOD             NGS
 HS3490  HISTORY     - 1960     GOOD             NGS
 HS3490
 HS3490                          STATION DESCRIPTION
 HS3490
 HS3490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS3490'5.8 MI SW FROM ALTAMONT.
 HS3490'3.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3490'FROM THE ABANDONED STATION AT ALTAMONT, THENCE 2.3 MILES SOUTH
 HS3490'ALONG GREENVILLE ROAD, IN R3E T3S S7, 37 FEET NORTHEAST OF THE
 HS3490'CENTER OF THE T JUNCTION OF EAST AVENUE LEADING WEST, 22 FEET
 HS3490'EAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF THE CENTER
 HS3490'LINE OF A DRIVEWAY LEADING WEST TO THE KNUDSON RESIDENCE, 2
 HS3490'FEET SOUTHWEST OF A FENCE CORNER POST, 1 FOOT EAST OF A WITNESS
 HS3490'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 HS3490'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HS3490
 HS3490                          STATION RECOVERY (1960)
 HS3490
 HS3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HS3490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2149 ***********************************************************************
 EV2149  DESIGNATION -  115 E
 EV2149  PID         -  EV2149
 EV2149  STATE/COUNTY-  CA/LOS ANGELES
 EV2149  USGS QUAD   -  LITTLEROCK (1992)
 EV2149
 EV2149                         *CURRENT SURVEY CONTROL
 EV2149  ___________________________________________________________________
 EV2149* NAD 83(1986)-  34 31 14.     (N)    117 55 25.     (W)     SCALED    
 EV2149* NAVD 88     -       896.71   (+/-2cm)    2942.0    (feet)  VERTCON   
 EV2149  ___________________________________________________________________
 EV2149  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2149  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2149
 EV2149.The horizontal coordinates were scaled from a topographic map and have
 EV2149.an estimated accuracy of +/- 6 seconds.
 EV2149
 EV2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2149.The vertical order pertains to the NGVD 29 superseded value.
 EV2149
 EV2149.The geoid height was determined by GEOID03.
 EV2149
 EV2149;                    North         East    Units  Estimated Accuracy
 EV2149;SPC CA 5     -   613,210.    2,007,010.      MT  (+/- 180 meters Scaled)
 EV2149
 EV2149                          SUPERSEDED SURVEY CONTROL
 EV2149
 EV2149  NGVD 29 (??/??/92)  895.82   (m)         2939.0    (f) COMPUTED    1 1
 EV2149
 EV2149.Superseded values are not recommended for survey control.
 EV2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2149.See file dsdata.txt to determine how the superseded data were derived.
 EV2149
 EV2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2149_MARKER: DD = SURVEY DISK
 EV2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2149_STAMPING: 115E 1962
 EV2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2149+STABILITY: SURFACE MOTION
 EV2149
 EV2149  HISTORY     - Date     Condition        Report By
 EV2149  HISTORY     - 1962     MONUMENTED       CADWR
 EV2149  HISTORY     - 1968     GOOD             NGS
 EV2149
 EV2149                          STATION DESCRIPTION
 EV2149
 EV2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2149'3.2 MI E FROM LITTLE ROCK.
 EV2149'AVE U-8, ABOUT 600 FT W OF 116TH ST E, 26.0 FT S OF CENTER LINE
 EV2149'OF AVE U-8, 6.0 FT SE OF TELEPHONE POLE NO. A42239T 55.5 FT SE
 EV2149'OF POWER POLE NO. 1062510E.  SET IN THE TOP OF A CONCRETE POST
 EV2149'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0210 ***********************************************************************
 MW0210  DESIGNATION -  115 GWM USGS
 MW0210  PID         -  MW0210
 MW0210  STATE/COUNTY-  CA/MODOC
 MW0210  USGS QUAD   -  PEREZ (1993)
 MW0210
 MW0210                         *CURRENT SURVEY CONTROL
 MW0210  ___________________________________________________________________
 MW0210* NAD 83(1986)-  41 40 33.     (N)    121 21 20.     (W)     SCALED    
 MW0210* NAVD 88     -      1288.994  (meters)    4228.97   (feet)  ADJUSTED  
 MW0210  ___________________________________________________________________
 MW0210  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 MW0210  DYNAMIC HT  -        1288.155 (meters)    4226.22  (feet)  COMP
 MW0210  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 MW0210
 MW0210  VERT ORDER  -  SECOND    CLASS 0
 MW0210
 MW0210.The horizontal coordinates were scaled from a topographic map and have
 MW0210.an estimated accuracy of +/- 6 seconds.
 MW0210
 MW0210.The orthometric height was determined by differential leveling
 MW0210.and adjusted in June 1991.
 MW0210
 MW0210.The geoid height was determined by GEOID03.
 MW0210
 MW0210.The dynamic height is computed by dividing the NAVD 88
 MW0210.geopotential number by the normal gravity value computed on the
 MW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0210.degrees latitude (g = 980.6199 gals.).
 MW0210
 MW0210.The modeled gravity was interpolated from observed gravity values.
 MW0210
 MW0210;                    North         East    Units  Estimated Accuracy
 MW0210;SPC CA 1     -   760,310.    2,053,660.      MT  (+/- 180 meters Scaled)
 MW0210
 MW0210                          SUPERSEDED SURVEY CONTROL
 MW0210
 MW0210  NGVD 29 (??/??/??) 1287.913  (m)         4225.43   (f) ADJUSTED    2 0
 MW0210
 MW0210.Superseded values are not recommended for survey control.
 MW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0210.See file dsdata.txt to determine how the superseded data were derived.
 MW0210
 MW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM368150(NAD 83)
 MW0210_MARKER: DD = SURVEY DISK
 MW0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0210_STAMPING: 115 GWM USGS 4225 1949
 MW0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0210+STABILITY: SURFACE MOTION
 MW0210
 MW0210  HISTORY     - Date     Condition        Report By
 MW0210  HISTORY     - 1949     MONUMENTED       USGS
 MW0210  HISTORY     - 1954     GOOD             NGS
 MW0210
 MW0210                          STATION DESCRIPTION
 MW0210
 MW0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MW0210'6.9 MI W FROM PEREZ.
 MW0210'0.45 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SOUTHERN PACIFIC COMPANY
 MW0210'RAILROAD WATER TANK AT PEREZ, THENCE 2.65 MILES SOUTHWEST ALONG THE
 MW0210'GRIMMET ROAD FROM THE JUNCTION OF STATE HIGHWAY 139, THENCE 3.8
 MW0210'MILES NORTHWEST ALONG A DIRT ROAD, 0.3 MILE WEST OF A POWER LINE
 MW0210'CROSSING, 81 1/2 FEET WEST OF THE CENTER OF THE JUNCTION OF THE WEST
 MW0210'LEG OF A TRIANGLE FORMED BY A TRACK ROAD LEADING NORTH TO AN OLD
 MW0210'RAILROAD ROCK CRUSHER, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MW0210'1.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 MW0210'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MW0210'HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5256 ***********************************************************************
 HS5256  DESIGNATION -  115 JD
 HS5256  PID         -  HS5256
 HS5256  STATE/COUNTY-  CA/SANTA CRUZ
 HS5256  USGS QUAD   -  MT MADONNA (1994)
 HS5256
 HS5256                         *CURRENT SURVEY CONTROL
 HS5256  ___________________________________________________________________
 HS5256* NAD 83(1986)-  37 01 57.     (N)    121 44 38.     (W)     SCALED    
 HS5256* NAVD 88     -       635.091  (meters)    2083.63   (feet)  ADJUSTED  
 HS5256  ___________________________________________________________________
 HS5256  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HS5256  DYNAMIC HT  -         634.560 (meters)    2081.89  (feet)  COMP
 HS5256  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 HS5256
 HS5256  VERT ORDER  -  FIRST     CLASS II
 HS5256
 HS5256.The horizontal coordinates were scaled from a topographic map and have
 HS5256.an estimated accuracy of +/- 6 seconds.
 HS5256
 HS5256.The orthometric height was determined by differential leveling
 HS5256.and adjusted in February 1993.
 HS5256
 HS5256.The geoid height was determined by GEOID03.
 HS5256
 HS5256.The dynamic height is computed by dividing the NAVD 88
 HS5256.geopotential number by the normal gravity value computed on the
 HS5256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5256.degrees latitude (g = 980.6199 gals.).
 HS5256
 HS5256.The modeled gravity was interpolated from observed gravity values.
 HS5256
 HS5256;                    North         East    Units  Estimated Accuracy
 HS5256;SPC CA 3     -   559,830.    1,889,330.      MT  (+/- 180 meters Scaled)
 HS5256
 HS5256                          SUPERSEDED SURVEY CONTROL
 HS5256
 HS5256  NGVD 29 (10/21/93)  634.231  (m)         2080.81   (f) ADJUSTED    1 2
 HS5256
 HS5256.Superseded values are not recommended for survey control.
 HS5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5256.See file dsdata.txt to determine how the superseded data were derived.
 HS5256
 HS5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF117992(NAD 83)
 HS5256_MARKER: DB = BENCH MARK DISK
 HS5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5256_SP_SET: CONCRETE POST
 HS5256_STAMPING: 115 JD 1953 2081
 HS5256_MARK LOGO: USGS  
 HS5256_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5256+STABILITY: SURFACE MOTION
 HS5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5256+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 HS5256
 HS5256  HISTORY     - Date     Condition        Report By
 HS5256  HISTORY     - 1953     MONUMENTED       USGS
 HS5256  HISTORY     - 19900321 GOOD             NGS
 HS5256
 HS5256                          STATION DESCRIPTION
 HS5256
 HS5256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5256'13.4 KM (8.33 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5256'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.11 MI) NORTHERLY
 HS5256'ALONG POLE LINE ROAD, THENCE 3.3 KM (2.05 MI) NORTHWESTERLY ALONG
 HS5256'SUMMIT ROAD, 16.0 M (52.49 FT) SOUTHWEST OF THE CENTERLINE  OF THE
 HS5256'ROAD, 2.6 M (8.53 FT) SOUTHEAST OF THE CENTER OF A GATE, 0.5 M
 HS5256'(1.64 FT) EAST OF A WITNESS POST AND FENCE, 0.5 M (1.64 FT) ABOVE THE
 HS5256'LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.04 M
 HS5256'(0.13 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1554 ***********************************************************************
 GU1554  DESIGNATION -  115 N TWAO
 GU1554  PID         -  GU1554
 GU1554  STATE/COUNTY-  CA/FRESNO
 GU1554  USGS QUAD   -  LILLIS RANCH (1978)
 GU1554
 GU1554                         *CURRENT SURVEY CONTROL
 GU1554  ___________________________________________________________________
 GU1554* NAD 83(1986)-  36 28 27.     (N)    120 23 33.     (W)     SCALED    
 GU1554* NAVD 88     -       136.01   (+/-2cm)     446.2    (feet)  VERTCON   
 GU1554  ___________________________________________________________________
 GU1554  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 GU1554  VERT ORDER  -  THIRD (See Below)
 GU1554
 GU1554.The horizontal coordinates were scaled from a topographic map and have
 GU1554.an estimated accuracy of +/- 6 seconds.
 GU1554
 GU1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1554.The vertical order pertains to the NGVD 29 superseded value.
 GU1554
 GU1554.The geoid height was determined by GEOID03.
 GU1554
 GU1554;                    North         East    Units  Estimated Accuracy
 GU1554;SPC CA 4     -   627,490.    1,875,210.      MT  (+/- 180 meters Scaled)
 GU1554
 GU1554                          SUPERSEDED SURVEY CONTROL
 GU1554
 GU1554  NGVD 29 (??/??/??)  135.12   (m)          443.3    (f) RESET       3  
 GU1554
 GU1554.Superseded values are not recommended for survey control.
 GU1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1554.See file dsdata.txt to determine how the superseded data were derived.
 GU1554
 GU1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF336397(NAD 83)
 GU1554_MARKER: P = PIPE CAP
 GU1554_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1554_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1554_STAMPING: TWAO REF P 115 FT N 2 FT DEEP NW COR ON LINE
 GU1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1554
 GU1554  HISTORY     - Date     Condition        Report By
 GU1554  HISTORY     - UNK      MONUMENTED       TWOCO
 GU1554  HISTORY     - 1963     GOOD             NGS
 GU1554  HISTORY     - 1966     GOOD             NGS
 GU1554
 GU1554                          STATION DESCRIPTION
 GU1554
 GU1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 GU1554'19.8 MI S FROM MENDOTA.
 GU1554'19.8 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 GU1554'BELMONT AVENUE AT MENDOTA, IN R 15 E, T 17 S, S 7, ALONG THE
 GU1554'NORTH SIDE OF A FENCE ENCLOSING A TIDE WATER ASSOCIATED OIL
 GU1554'COMPANY PUMPING PLANT, 104 FEET EAST OF THE CENTER LINE OF THE
 GU1554'HIGHWAY, 102 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD,
 GU1554'70.7 FEET EAST OF BENCH MARK NW PROP.COR. R.P. (TWAO), 70 1/2
 GU1554'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 2.8
 GU1554'FEET SOUTH OF A FENCE, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 GU1554'IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GU1554
 GU1554                          STATION RECOVERY (1966)
 GU1554
 GU1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0426 ***********************************************************************
 KT0426  DESIGNATION -  115 USGS
 KT0426  PID         -  KT0426
 KT0426  STATE/COUNTY-  CA/COLUSA
 KT0426  USGS QUAD   -  WILLIAMS (1994)
 KT0426
 KT0426                         *CURRENT SURVEY CONTROL
 KT0426  ___________________________________________________________________
 KT0426* NAD 83(1986)-  39 09 10.     (N)    122 13 06.     (W)     SCALED    
 KT0426* NAVD 88     -        35.85   (+/-2cm)     117.6    (feet)  VERTCON   
 KT0426  ___________________________________________________________________
 KT0426  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 KT0426  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0426
 KT0426.The horizontal coordinates were scaled from a topographic map and have
 KT0426.an estimated accuracy of +/- 6 seconds.
 KT0426
 KT0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0426.The vertical order pertains to the NGVD 29 superseded value.
 KT0426
 KT0426.The geoid height was determined by GEOID03.
 KT0426
 KT0426;                    North         East    Units  Estimated Accuracy
 KT0426;SPC CA 2     -   664,990.    1,981,130.      MT  (+/- 180 meters Scaled)
 KT0426
 KT0426                          SUPERSEDED SURVEY CONTROL
 KT0426
 KT0426  NGVD 29 (??/??/92)   35.09   (m)          115.1    (f) COMPUTED    1 2
 KT0426
 KT0426.Superseded values are not recommended for survey control.
 KT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0426.See file dsdata.txt to determine how the superseded data were derived.
 KT0426
 KT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ675340(NAD 83)
 KT0426_MARKER: Q = CHISELED SQUARE
 KT0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0426_SP_SET: BRIDGE
 KT0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0426
 KT0426  HISTORY     - Date     Condition        Report By
 KT0426  HISTORY     - UNK      MONUMENTED       USGS
 KT0426  HISTORY     - 1949     GOOD             NGS
 KT0426  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0426  HISTORY     - 20040813 MARK NOT FOUND   GEOCAC
 KT0426
 KT0426                          STATION DESCRIPTION
 KT0426
 KT0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0426'3.7 MI W FROM WILLIAMS.
 KT0426'3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA COUNTY,
 KT0426'ABOUT 100 FEET EAST OF THE T-JUNCTION OF A ROAD LEADING SOUTH,
 KT0426'AT THE SOUTH SIDE OF THE BRIDGE OVER GLENN-COLUSA CANAL, ON THE
 KT0426'CONCRETE DECK OVER THE MIDDLE PIER, AND 20 FEET NORTH OF A FENCE
 KT0426'LINE.  A CHISELED SQUARE.
 KT0426
 KT0426                          STATION RECOVERY (1967)
 KT0426
 KT0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0426'MARK NOT FOUND.
 KT0426
 KT0426                          STATION RECOVERY (2004)
 KT0426
 KT0426'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 KT0426'MARK IS CERTAINLY GONE.  IT WAS ON AN OLDER BRIDGE THAT WAS TORN DOWN
 KT0426'AND REPLACED IN 1957.  KT0425 SERVES AS A REPLACEMENT FOR BOTH THIS
 KT0426'STATION AND KT0424, FOR WHICH KT0425 IS A RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0724 ***********************************************************************
 FV0724  DESIGNATION -  115.23 CADH
 FV0724  PID         -  FV0724
 FV0724  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0724  USGS QUAD   -  PISMO BEACH (1994)
 FV0724
 FV0724                         *CURRENT SURVEY CONTROL
 FV0724  ___________________________________________________________________
 FV0724* NAD 83(1986)-  35 09 58.     (N)    120 41 25.     (W)     SCALED    
 FV0724* NAVD 88     -        37.25   (+/-2cm)     122.2    (feet)  VERTCON   
 FV0724  ___________________________________________________________________
 FV0724  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 FV0724  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0724
 FV0724.The horizontal coordinates were scaled from a topographic map and have
 FV0724.an estimated accuracy of +/- 6 seconds.
 FV0724
 FV0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0724.The vertical order pertains to the NGVD 29 superseded value.
 FV0724
 FV0724.The geoid height was determined by GEOID03.
 FV0724
 FV0724;                    North         East    Units  Estimated Accuracy
 FV0724;SPC CA 5     -   688,100.    1,754,950.      MT  (+/- 180 meters Scaled)
 FV0724
 FV0724                          SUPERSEDED SURVEY CONTROL
 FV0724
 FV0724  NGVD 29 (??/??/92)   36.372  (m)          119.33   (f) ADJ UNCH    1 2
 FV0724
 FV0724.Superseded values are not recommended for survey control.
 FV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0724.See file dsdata.txt to determine how the superseded data were derived.
 FV0724
 FV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD103939(NAD 83)
 FV0724_MARKER: DD = SURVEY DISK
 FV0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0724_STAMPING: 6-11 115.23
 FV0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0724+STABILITY: SURFACE MOTION
 FV0724
 FV0724  HISTORY     - Date     Condition        Report By
 FV0724  HISTORY     - UNK      MONUMENTED       CADH
 FV0724  HISTORY     - 1956     GOOD             NGS
 FV0724  HISTORY     - 1965     SEE DESCRIPTION
 FV0724
 FV0724                          STATION DESCRIPTION
 FV0724
 FV0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0724'1.4 MI NW FROM SHELL BEACH.
 FV0724'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 101 AND STATE HIGHWAY 1
 FV0724'FROM THE POST OFFICE AT SHELL BEACH, AT THE T JUNCTION OF A
 FV0724'ROAD LEADING NORTHEAST TO RANCHELLER GATE NO. 2, IN THE
 FV0724'APPROXIMATE CENTER OF THE ISLAND BETWEEN THE HIGHWAY LANES,
 FV0724'43.4 FEET SOUTHWEST OF THE NORTHEAST HIGHWAY LANES, 28.2 FEET
 FV0724'NORTHEAST OF THE SOUTHWEST HIGHWAY LANES, 0.9 FOOT SOUTHEAST
 FV0724'OF A WITNESS POST, 0.7 FOOT NORTHWEST OF HIGHWAY STATION MARK
 FV0724'(2-BY 6-INCH WHITE BOARD) STENCILED E.355+62, ABOUT 1 1/2 FEET
 FV0724'HIGHER THAN THE SOUTHWEST HIGHWAY LANES, AND SET IN THE TOP OF A
 FV0724'CONCRETE POST FLUSH WITH THE GROUND.
 FV0724
 FV0724                          STATION RECOVERY (1965)
 FV0724
 FV0724'RECOVERED 1965
 FV0724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0723 ***********************************************************************
 FV0723  DESIGNATION -  115.23 RESET
 FV0723  PID         -  FV0723
 FV0723  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0723  USGS QUAD   -  PISMO BEACH (1994)
 FV0723
 FV0723                         *CURRENT SURVEY CONTROL
 FV0723  ___________________________________________________________________
 FV0723* NAD 83(1986)-  35 09 50.     (N)    120 41 14.     (W)     SCALED    
 FV0723* NAVD 88     -        35.378  (meters)     116.07   (feet)  ADJUSTED  
 FV0723  ___________________________________________________________________
 FV0723  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 FV0723  DYNAMIC HT  -          35.346 (meters)     115.96  (feet)  COMP
 FV0723  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 FV0723
 FV0723  VERT ORDER  -  FIRST     CLASS II
 FV0723
 FV0723.The horizontal coordinates were scaled from a topographic map and have
 FV0723.an estimated accuracy of +/- 6 seconds.
 FV0723
 FV0723.The orthometric height was determined by differential leveling
 FV0723.and adjusted in June 1991.
 FV0723
 FV0723.The geoid height was determined by GEOID03.
 FV0723
 FV0723.The dynamic height is computed by dividing the NAVD 88
 FV0723.geopotential number by the normal gravity value computed on the
 FV0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0723.degrees latitude (g = 980.6199 gals.).
 FV0723
 FV0723.The modeled gravity was interpolated from observed gravity values.
 FV0723
 FV0723;                    North         East    Units  Estimated Accuracy
 FV0723;SPC CA 5     -   687,840.    1,755,220.      MT  (+/- 180 meters Scaled)
 FV0723
 FV0723                          SUPERSEDED SURVEY CONTROL
 FV0723
 FV0723.No superseded survey control is available for this station.
 FV0723
 FV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD106936(NAD 83)
 FV0723_MARKER: DD = SURVEY DISK
 FV0723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FV0723_SP_SET: GUARDRAIL
 FV0723_STAMPING: 115.23 RESET 1965
 FV0723_MARK LOGO: CADH  
 FV0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0723+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1989
 FV0723
 FV0723  HISTORY     - Date     Condition        Report By
 FV0723  HISTORY     - 1965     MONUMENTED       CADH
 FV0723  HISTORY     - 1965     GOOD
 FV0723  HISTORY     - 1977     MARK NOT FOUND   NGS
 FV0723  HISTORY     - 19890213 GOOD             NGS
 FV0723
 FV0723                          STATION DESCRIPTION
 FV0723
 FV0723'DESCRIBED BY CA DIV OF HIGHWAYS 1965
 FV0723'1 MI NW FROM SHELL BEACH.
 FV0723'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 101 FROM THE POST
 FV0723'OFFICE AT SHELL BEACH, AT THE NORTH CORNER OF A BRIDGE ON THE
 FV0723'NORTHBOUND LANES OF U.S. HIGHWAY 101 (SHELL BEACH UNDER-CROSSING
 FV0723'BRIDGE 49-189 R), ON THE TOP OF THE NORTHEAST RAILING OF THE
 FV0723'BRIDGE, 9 FEET SOUTHEAST OF THE NORTHWEST END OF THE RAILING,
 FV0723'19 FT NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES AT
 FV0723'ENGINEERS STATION 347+90.
 FV0723
 FV0723                          STATION RECOVERY (1965)
 FV0723
 FV0723'RECOVERED 1965
 FV0723'RECOVERED IN GOOD CONDITION.
 FV0723
 FV0723                          STATION RECOVERY (1977)
 FV0723
 FV0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0723'MARK NOT FOUND.
 FV0723
 FV0723                          STATION RECOVERY (1989)
 FV0723
 FV0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0024 ***********************************************************************
 GU0024  DESIGNATION -  115.43 L
 GU0024  PID         -  GU0024
 GU0024  STATE/COUNTY-  CA/FRESNO
 GU0024  USGS QUAD   -  CHANEY RANCH (1971)
 GU0024
 GU0024                         *CURRENT SURVEY CONTROL
 GU0024  ___________________________________________________________________
 GU0024* NAD 83(1986)-  36 37 48.     (N)    120 30 19.     (W)     SCALED    
 GU0024* NAVD 88     -       102.191  (meters)     335.27   (feet)  ADJUSTED  
 GU0024  ___________________________________________________________________
 GU0024  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0024  DYNAMIC HT  -         102.103 (meters)     334.98  (feet)  COMP
 GU0024  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 GU0024
 GU0024  VERT ORDER  -  FIRST     CLASS I
 GU0024
 GU0024.The horizontal coordinates were scaled from a topographic map and have
 GU0024.an estimated accuracy of +/- 6 seconds.
 GU0024
 GU0024.The orthometric height was determined by differential leveling
 GU0024.and adjusted in June 1991.
 GU0024
 GU0024.The geoid height was determined by GEOID03.
 GU0024
 GU0024.The dynamic height is computed by dividing the NAVD 88
 GU0024.geopotential number by the normal gravity value computed on the
 GU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0024.degrees latitude (g = 980.6199 gals.).
 GU0024
 GU0024.The modeled gravity was interpolated from observed gravity values.
 GU0024
 GU0024;                    North         East    Units  Estimated Accuracy
 GU0024;SPC CA 4     -   644,940.    1,865,380.      MT  (+/- 180 meters Scaled)
 GU0024
 GU0024                          SUPERSEDED SURVEY CONTROL
 GU0024
 GU0024  NGVD 29 (??/??/92)  101.421  (m)          332.75   (f) ADJ UNCH    1 1
 GU0024
 GU0024.Superseded values are not recommended for survey control.
 GU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0024.See file dsdata.txt to determine how the superseded data were derived.
 GU0024
 GU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF230567(NAD 83)
 GU0024_MARKER: DD = SURVEY DISK
 GU0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0024_SP_SET: HEADWALL
 GU0024_STAMPING: 115.43 L
 GU0024_MARK LOGO: BOR   
 GU0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0024+STABILITY: SURFACE MOTION
 GU0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0024+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0024
 GU0024  HISTORY     - Date     Condition        Report By
 GU0024  HISTORY     - UNK      MONUMENTED       BOR
 GU0024  HISTORY     - 1967     GOOD             NGS
 GU0024  HISTORY     - 1975     GOOD             NGS
 GU0024  HISTORY     - 19881201 GOOD             NGS
 GU0024
 GU0024                          STATION DESCRIPTION
 GU0024
 GU0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0024'28.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0024'28.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0024'AMIGOS PUMP PLANT, IN R13E T15S, SECTION 13, IN THE TOP OF THE
 GU0024'CENTER OF A TURNOUT STRUCTURE, 33 FEET SOUTHWEST OF THE CENTER
 GU0024'LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE
 GU0024'NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT
 GU0024'3 1/2 FEET LOWER THAN THE ROAD.
 GU0024
 GU0024                          STATION RECOVERY (1975)
 GU0024
 GU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0024'RECOVERED IN GOOD CONDITION.
 GU0024
 GU0024                          STATION RECOVERY (1988)
 GU0024
 GU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0647 ***********************************************************************
 GU0647  DESIGNATION -  115.60 USBR
 GU0647  PID         -  GU0647
 GU0647  STATE/COUNTY-  CA/FRESNO
 GU0647  USGS QUAD   -  FIREBAUGH (1984)
 GU0647
 GU0647                         *CURRENT SURVEY CONTROL
 GU0647  ___________________________________________________________________
 GU0647* NAD 83(1986)-  36 47 11.     (N)    120 23 08.     (W)     SCALED    
 GU0647* NAVD 88     -        48.65   (+/-2cm)     159.6    (feet)  VERTCON   
 GU0647  ___________________________________________________________________
 GU0647  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GU0647  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0647
 GU0647.The horizontal coordinates were scaled from a topographic map and have
 GU0647.an estimated accuracy of +/- 6 seconds.
 GU0647
 GU0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0647.The vertical order pertains to the NGVD 29 superseded value.
 GU0647
 GU0647.The geoid height was determined by GEOID03.
 GU0647
 GU0647;                    North         East    Units  Estimated Accuracy
 GU0647;SPC CA 4     -   662,130.    1,876,340.      MT  (+/- 180 meters Scaled)
 GU0647
 GU0647                          SUPERSEDED SURVEY CONTROL
 GU0647
 GU0647  NGVD 29 (??/??/92)   47.928  (m)          157.24   (f) ADJ UNCH    1 2
 GU0647
 GU0647.Superseded values are not recommended for survey control.
 GU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0647.See file dsdata.txt to determine how the superseded data were derived.
 GU0647
 GU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF332743(NAD 83)
 GU0647_MARKER: DD = SURVEY DISK
 GU0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0647_SP_SET: CONCRETE SIPHON
 GU0647_STAMPING: 115.58
 GU0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0647
 GU0647  HISTORY     - Date     Condition        Report By
 GU0647  HISTORY     - UNK      MONUMENTED       BOR
 GU0647  HISTORY     - 1968     GOOD             NGS
 GU0647  HISTORY     - 1972     GOOD             NGS
 GU0647
 GU0647                          STATION DESCRIPTION
 GU0647
 GU0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0647'6.8 MI SE FROM FIREBAUGH.
 GU0647'2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU0647'FROM THE STATION AT FIREBAUGH, THENCE 4.7 MILES SOUTHEAST ALONG
 GU0647'A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU0647'CANAL, 0.8 MILE WEST OF THE INTERSECTION OF BASS AVENUE, AT THE
 GU0647'EAST END OF CONCRETE SIPHON 115.55-115.60, IN THE TOP OF THE
 GU0647'CENTER OF THE EAST CONCRETE HEAD WALL, AND ABOUT LEVEL WITH THE
 GU0647'ROAD.  NOTE-- THIS MARK HAS RECENTLY BEEN STAMPED 115.58.
 GU0647
 GU0647                          STATION RECOVERY (1972)
 GU0647
 GU0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0021 ***********************************************************************
 GU0021  DESIGNATION -  115.83 L
 GU0021  PID         -  GU0021
 GU0021  STATE/COUNTY-  CA/FRESNO
 GU0021  USGS QUAD   -  CHANEY RANCH (1971)
 GU0021
 GU0021                         *CURRENT SURVEY CONTROL
 GU0021  ___________________________________________________________________
 GU0021* NAD 83(1986)-  36 37 30.     (N)    120 30 05.     (W)     SCALED    
 GU0021* NAVD 88     -       103.274  (meters)     338.82   (feet)  ADJUSTED  
 GU0021  ___________________________________________________________________
 GU0021  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0021  DYNAMIC HT  -         103.185 (meters)     338.53  (feet)  COMP
 GU0021  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 GU0021
 GU0021  VERT ORDER  -  FIRST     CLASS I
 GU0021
 GU0021.The horizontal coordinates were scaled from a topographic map and have
 GU0021.an estimated accuracy of +/- 6 seconds.
 GU0021
 GU0021.The orthometric height was determined by differential leveling
 GU0021.and adjusted in June 1991.
 GU0021
 GU0021.The geoid height was determined by GEOID03.
 GU0021
 GU0021.The dynamic height is computed by dividing the NAVD 88
 GU0021.geopotential number by the normal gravity value computed on the
 GU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0021.degrees latitude (g = 980.6199 gals.).
 GU0021
 GU0021.The modeled gravity was interpolated from observed gravity values.
 GU0021
 GU0021;                    North         East    Units  Estimated Accuracy
 GU0021;SPC CA 4     -   644,380.    1,865,720.      MT  (+/- 180 meters Scaled)
 GU0021
 GU0021                          SUPERSEDED SURVEY CONTROL
 GU0021
 GU0021  NGVD 29 (??/??/92)  102.517  (m)          336.34   (f) ADJ UNCH    1 1
 GU0021
 GU0021.Superseded values are not recommended for survey control.
 GU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0021.See file dsdata.txt to determine how the superseded data were derived.
 GU0021
 GU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF234561(NAD 83)
 GU0021_MARKER: DD = SURVEY DISK
 GU0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0021_SP_SET: HEADWALL
 GU0021_STAMPING: 115.83 L
 GU0021_MARK LOGO: BOR   
 GU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0021+STABILITY: SURFACE MOTION
 GU0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0021+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0021
 GU0021  HISTORY     - Date     Condition        Report By
 GU0021  HISTORY     - UNK      MONUMENTED       BOR
 GU0021  HISTORY     - 1971     GOOD             NGS
 GU0021  HISTORY     - 1975     GOOD             NGS
 GU0021  HISTORY     - 19881201 GOOD             NGS
 GU0021
 GU0021                          STATION DESCRIPTION
 GU0021
 GU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GU0021'29.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0021'29.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0021'AMIGOS PUMP PLANT, IN THE TOP AND 1.1 FEET SOUTHEAST OF THE
 GU0021'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF 12-INCH
 GU0021'IRON PIPE OVERCHUTE 115.83, 15 FEET SOUTHWEST OF THE CENTER
 GU0021'LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU0021
 GU0021                          STATION RECOVERY (1975)
 GU0021
 GU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0021'RECOVERED IN GOOD CONDITION.
 GU0021
 GU0021                          STATION RECOVERY (1988)
 GU0021
 GU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0145 ***********************************************************************
 LU0145  DESIGNATION -  1156.30
 LU0145  PID         -  LU0145
 LU0145  STATE/COUNTY-  CA/SHASTA
 LU0145  USGS QUAD   -  O'BRIEN (1990)
 LU0145
 LU0145                         *CURRENT SURVEY CONTROL
 LU0145  ___________________________________________________________________
 LU0145* NAD 83(1986)-  40 45 24.     (N)    122 19 14.     (W)     SCALED    
 LU0145* NAVD 88     -       353.320  (meters)    1159.18   (feet)  ADJUSTED  
 LU0145  ___________________________________________________________________
 LU0145  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 LU0145  DYNAMIC HT  -         353.132 (meters)    1158.57  (feet)  COMP
 LU0145  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LU0145
 LU0145  VERT ORDER  -  FIRST     CLASS II
 LU0145
 LU0145.The horizontal coordinates were scaled from a topographic map and have
 LU0145.an estimated accuracy of +/- 6 seconds.
 LU0145
 LU0145.The orthometric height was determined by differential leveling
 LU0145.and adjusted in June 1991.
 LU0145
 LU0145.The geoid height was determined by GEOID03.
 LU0145
 LU0145.The dynamic height is computed by dividing the NAVD 88
 LU0145.geopotential number by the normal gravity value computed on the
 LU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0145.degrees latitude (g = 980.6199 gals.).
 LU0145
 LU0145.The modeled gravity was interpolated from observed gravity values.
 LU0145
 LU0145;                    North         East    Units  Estimated Accuracy
 LU0145;SPC CA 1     -   658,090.    1,972,930.      MT  (+/- 180 meters Scaled)
 LU0145
 LU0145                          SUPERSEDED SURVEY CONTROL
 LU0145
 LU0145  NGVD 29 (??/??/56)  352.510  (m)         1156.53   (f) ADJ UNCH    1 2
 LU0145
 LU0145.Superseded values are not recommended for survey control.
 LU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0145.See file dsdata.txt to determine how the superseded data were derived.
 LU0145
 LU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL573119(NAD 83)
 LU0145_MARKER: DD = SURVEY DISK
 LU0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0145_SP_SET: CULVERT
 LU0145_STAMPING: 1156.30
 LU0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0145
 LU0145  HISTORY     - Date     Condition        Report By
 LU0145  HISTORY     - UNK      MONUMENTED       CADH
 LU0145  HISTORY     - 1943     GOOD             NGS
 LU0145  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0145
 LU0145                          STATION DESCRIPTION
 LU0145
 LU0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0145'6 MI N FROM PROJECT CITY.
 LU0145'6.0 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0145'PROJECT CITY, SHASTA COUNTY, 126 FEET SOUTH OF THE PITT RIVER
 LU0145'BRIDGE, 3 FEET SOUTH OF WOODEN HIGHWAY MARKER B 811+37, AT A
 LU0145'CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL, AND 33
 LU0145'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A CALIFORNIA
 LU0145'DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1156.30.
 LU0145
 LU0145                          STATION RECOVERY (1988)
 LU0145
 LU0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0145'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION ANF THE CULVERT
 LU0145'HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0365 ***********************************************************************
 FT0365  DESIGNATION -  116
 FT0365  PID         -  FT0365
 FT0365  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0365  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0365
 FT0365                         *CURRENT SURVEY CONTROL
 FT0365  ___________________________________________________________________
 FT0365* NAD 83(1986)-  35 31 41.     (N)    117 11 18.     (W)     SCALED    
 FT0365* NAVD 88     -       684.702  (meters)    2246.39   (feet)  ADJUSTED  
 FT0365  ___________________________________________________________________
 FT0365  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FT0365  DYNAMIC HT  -         683.960 (meters)    2243.96  (feet)  COMP
 FT0365  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 FT0365
 FT0365  VERT ORDER  -  FIRST     CLASS II
 FT0365
 FT0365.The horizontal coordinates were scaled from a topographic map and have
 FT0365.an estimated accuracy of +/- 6 seconds.
 FT0365
 FT0365.The orthometric height was determined by differential leveling
 FT0365.and adjusted in June 1991.
 FT0365
 FT0365.The geoid height was determined by GEOID03.
 FT0365
 FT0365.The dynamic height is computed by dividing the NAVD 88
 FT0365.geopotential number by the normal gravity value computed on the
 FT0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0365.degrees latitude (g = 980.6199 gals.).
 FT0365
 FT0365.The modeled gravity was interpolated from observed gravity values.
 FT0365
 FT0365;                    North         East    Units  Estimated Accuracy
 FT0365;SPC CA 5     -   725,270.    2,073,620.      MT  (+/- 180 meters Scaled)
 FT0365
 FT0365                          SUPERSEDED SURVEY CONTROL
 FT0365
 FT0365  NGVD 29 (??/??/92)  683.930  (m)         2243.86   (f) ADJ UNCH    1 2
 FT0365
 FT0365.Superseded values are not recommended for survey control.
 FT0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0365.See file dsdata.txt to determine how the superseded data were derived.
 FT0365
 FT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV829316(NAD 83)
 FT0365_MARKER: DD = SURVEY DISK
 FT0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0365_STAMPING: BM 116 1950
 FT0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0365+STABILITY: SURFACE MOTION
 FT0365
 FT0365  HISTORY     - Date     Condition        Report By
 FT0365  HISTORY     - 1950     MONUMENTED       USN
 FT0365  HISTORY     - 1950     GOOD             NGS
 FT0365
 FT0365                          STATION DESCRIPTION
 FT0365
 FT0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0365'39 MI SE FROM RIDGECREST.
 FT0365'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0365'WASH, MOJAVE GUNNERY RANGE B 8.0 MILES NORTHEAST ALONG THE ROAD
 FT0365'FROM SIGN SANDORA 50.0 FT NORTH OF THE ROAD, 70.0 FT NORTHWEST
 FT0365'OF A REVERSE Y FORK IN THE ROAD AS APPROACHED FROM THE WEST.
 FT0365'THE STATION IS AN USN  BRONZE DISK SET IN THE TOP OF AN 8 IN
 FT0365'SQUARE CONCRETE POST PROJECTING 12 IN ABOVE THE GROUND AND IS
 FT0365'STAMPED BM 116 1950.  DIRECTIONS TO REACH THE STATION MAY BE
 FT0365'OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY ON THE
 FT0365'NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2378 ***********************************************************************
 EV2378  DESIGNATION -  116 1
 EV2378  PID         -  EV2378
 EV2378  STATE/COUNTY-  CA/LOS ANGELES
 EV2378  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2378
 EV2378                         *CURRENT SURVEY CONTROL
 EV2378  ___________________________________________________________________
 EV2378* NAD 83(1986)-  34 42 43.     (N)    117 58 12.     (W)     SCALED    
 EV2378* NAVD 88     -       734.12   (+/-2cm)    2408.5    (feet)  VERTCON   
 EV2378  ___________________________________________________________________
 EV2378  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EV2378  VERT ORDER  -  THIRD (See Below)
 EV2378
 EV2378.The horizontal coordinates were scaled from a topographic map and have
 EV2378.an estimated accuracy of +/- 6 seconds.
 EV2378
 EV2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2378.The vertical order pertains to the NGVD 29 superseded value.
 EV2378
 EV2378.The geoid height was determined by GEOID03.
 EV2378
 EV2378;                    North         East    Units  Estimated Accuracy
 EV2378;SPC CA 5     -   634,440.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2378
 EV2378                          SUPERSEDED SURVEY CONTROL
 EV2378
 EV2378  NGVD 29 (??/??/??)  733.28   (m)         2405.8    (f) RESET       3  
 EV2378
 EV2378.Superseded values are not recommended for survey control.
 EV2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2378.See file dsdata.txt to determine how the superseded data were derived.
 EV2378
 EV2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU111415(NAD 83)
 EV2378_MARKER: DD = SURVEY DISK
 EV2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2378_STAMPING: BM 116-1 1961 5869
 EV2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2378+STABILITY: SURFACE MOTION
 EV2378
 EV2378  HISTORY     - Date     Condition        Report By
 EV2378  HISTORY     - 1961     MONUMENTED       CA-037
 EV2378  HISTORY     - 1961     GOOD             NGS
 EV2378  HISTORY     - 1975     GOOD             DOD
 EV2378
 EV2378                          STATION DESCRIPTION
 EV2378
 EV2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2378'10 MI E FROM LANCASTER.
 EV2378'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S.
 EV2378'HIGHWAY 6 AT LANCASTER, THENCE 0.5 MILE NORTH ALONG 90TH STREET
 EV2378'EAST, 28 FEET EAST OF THE CENTER LINE OF THE STREET, 105 FEET
 EV2378'SOUTH OF POWER LINE POLE 771422E, 1.7 FEET EAST OF A WITNSS
 EV2378'POST, ABOUT 2 FEET HIGHER THAN THE STREET, AND SET IN THE TOP
 EV2378'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2378
 EV2378                          STATION RECOVERY (1975)
 EV2378
 EV2378'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 EV2378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2377 ***********************************************************************
 EV2377  DESIGNATION -  116 2
 EV2377  PID         -  EV2377
 EV2377  STATE/COUNTY-  CA/LOS ANGELES
 EV2377  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2377
 EV2377                         *CURRENT SURVEY CONTROL
 EV2377  ___________________________________________________________________
 EV2377* NAD 83(1986)-  34 43 10.     (N)    117 58 12.     (W)     SCALED    
 EV2377* NAVD 88     -       731.91   (+/-2cm)    2401.3    (feet)  VERTCON   
 EV2377  ___________________________________________________________________
 EV2377  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EV2377  VERT ORDER  -  THIRD (See Below)
 EV2377
 EV2377.The horizontal coordinates were scaled from a topographic map and have
 EV2377.an estimated accuracy of +/- 6 seconds.
 EV2377
 EV2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2377.The vertical order pertains to the NGVD 29 superseded value.
 EV2377
 EV2377.The geoid height was determined by GEOID03.
 EV2377
 EV2377;                    North         East    Units  Estimated Accuracy
 EV2377;SPC CA 5     -   635,270.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2377
 EV2377                          SUPERSEDED SURVEY CONTROL
 EV2377
 EV2377  NGVD 29 (??/??/??)  731.07   (m)         2398.5    (f) RESET       3  
 EV2377
 EV2377.Superseded values are not recommended for survey control.
 EV2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2377.See file dsdata.txt to determine how the superseded data were derived.
 EV2377
 EV2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU111423(NAD 83)
 EV2377_MARKER: DD = SURVEY DISK
 EV2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2377_STAMPING: BM 116-2 1961
 EV2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2377+STABILITY: SURFACE MOTION
 EV2377
 EV2377  HISTORY     - Date     Condition        Report By
 EV2377  HISTORY     - 1961     MONUMENTED       CA-037
 EV2377  HISTORY     - 1961     GOOD             NGS
 EV2377  HISTORY     - 1975     GOOD             DOD
 EV2377
 EV2377                          STATION DESCRIPTION
 EV2377
 EV2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2377'10.4 MI E FROM LANCASTER.
 EV2377'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S.
 EV2377'HIGHWAY 6 AT LANCASTER, THENCE 1.0 MILE NORTH ALONG 90TH
 EV2377'STREET EAST, AT THE INTERSECTION OF AVENUE H, 113 FEET EAST OF
 EV2377'THE CENTER LINE OF THE STREET, 29 FEET NORTH OF THE CENTER LINE
 EV2377'OF THE AVENUE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET
 EV2377'HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 EV2377'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2377
 EV2377                          STATION RECOVERY (1975)
 EV2377
 EV2377'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 EV2377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1727 ***********************************************************************
 AE1727  DESIGNATION -  116 22270
 AE1727  PID         -  AE1727
 AE1727  STATE/COUNTY-  CA/LOS ANGELES
 AE1727  USGS QUAD   -  BEVERLY HILLS (1995)
 AE1727
 AE1727                         *CURRENT SURVEY CONTROL
 AE1727  ___________________________________________________________________
 AE1727* NAD 83(1986)-  34 01 17.     (N)    118 25 30.     (W)     SCALED    
 AE1727* NAVD 88     -        35.640  (meters)     116.93   (feet)  ADJUSTED  
 AE1727  ___________________________________________________________________
 AE1727  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AE1727  DYNAMIC HT  -          35.602 (meters)     116.80  (feet)  COMP
 AE1727  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 AE1727
 AE1727  VERT ORDER  -  FIRST     CLASS II
 AE1727
 AE1727.The horizontal coordinates were scaled from a topographic map and have
 AE1727.an estimated accuracy of +/- 6 seconds.
 AE1727
 AE1727.The orthometric height was determined by differential leveling
 AE1727.and adjusted in October 1997.
 AE1727
 AE1727.The geoid height was determined by GEOID03.
 AE1727
 AE1727.The dynamic height is computed by dividing the NAVD 88
 AE1727.geopotential number by the normal gravity value computed on the
 AE1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1727.degrees latitude (g = 980.6199 gals.).
 AE1727
 AE1727.The modeled gravity was interpolated from observed gravity values.
 AE1727
 AE1727;                    North         East    Units  Estimated Accuracy
 AE1727;SPC CA 5     -   557,920.    1,960,750.      MT  (+/- 180 meters Scaled)
 AE1727
 AE1727                          SUPERSEDED SURVEY CONTROL
 AE1727
 AE1727.No superseded survey control is available for this station.
 AE1727
 AE1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT684654(NAD 83)
 AE1727_MARKER: DB = BENCH MARK DISK
 AE1727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1727_SP_SET: BRIDGE
 AE1727_STAMPING: LA COUNTY FLOOD CONTROL DIST. BM 116-22270 1971
 AE1727_MARK LOGO: LACFCD
 AE1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1727+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AE1727
 AE1727  HISTORY     - Date     Condition        Report By
 AE1727  HISTORY     - 1971     MONUMENTED       LACFCD
 AE1727  HISTORY     - 19960725 GOOD             MWDSC
 AE1727
 AE1727                          STATION DESCRIPTION
 AE1727
 AE1727'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1727'LOS ANGELES, CA, FROM 405 FWY GO SOUTH TO VENICE BLVD.  EXIT AT VENICE
 AE1727'BLVD TO SAWTELLE BLVD.  TURN RIGHT AND GO NORTH ON SAWTELLE BLVD TO
 AE1727'VENICE BLVD.  THENCE GO EAST ON VENICE BLVD TO SEPULVEDA BLVD. THENCE
 AE1727'GO NORTH ON SEPULVEDA BLVD 0.7 MI (1.1 KM) TO BRIDGE OVER FLOOD
 AE1727'CONTROL CHANNEL.  MONUMENT IS ON THE SOUTHWEST CORNER OF THE BRIDGE.
 AE1727'FOUND A 2.25 INCH BRASS DISK FLUSH ON TOP OF CONCRETE BRIDGE STAMPED
 AE1727'LA FLOOD CONTROL DIST.  BM 116-22270 1971.  REF MWD FB 4034 01 079.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2376 ***********************************************************************
 EV2376  DESIGNATION -  116 3
 EV2376  PID         -  EV2376
 EV2376  STATE/COUNTY-  CA/LOS ANGELES
 EV2376  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2376
 EV2376                         *CURRENT SURVEY CONTROL
 EV2376  ___________________________________________________________________
 EV2376* NAD 83(1986)-  34 43 35.     (N)    117 58 12.     (W)     SCALED    
 EV2376* NAVD 88     -       728.53   (+/-2cm)    2390.2    (feet)  VERTCON   
 EV2376  ___________________________________________________________________
 EV2376  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EV2376  VERT ORDER  -  THIRD (See Below)
 EV2376
 EV2376.The horizontal coordinates were scaled from a topographic map and have
 EV2376.an estimated accuracy of +/- 6 seconds.
 EV2376
 EV2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2376.The vertical order pertains to the NGVD 29 superseded value.
 EV2376
 EV2376.The geoid height was determined by GEOID03.
 EV2376
 EV2376;                    North         East    Units  Estimated Accuracy
 EV2376;SPC CA 5     -   636,040.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2376
 EV2376                          SUPERSEDED SURVEY CONTROL
 EV2376
 EV2376  NGVD 29 (??/??/??)  727.69   (m)         2387.4    (f) RESET       3  
 EV2376
 EV2376.Superseded values are not recommended for survey control.
 EV2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2376.See file dsdata.txt to determine how the superseded data were derived.
 EV2376
 EV2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU111431(NAD 83)
 EV2376_MARKER: DD = SURVEY DISK
 EV2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2376_STAMPING: 116-3 BM 1961 5869
 EV2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2376+STABILITY: SURFACE MOTION
 EV2376
 EV2376  HISTORY     - Date     Condition        Report By
 EV2376  HISTORY     - 1961     MONUMENTED       CA-037
 EV2376  HISTORY     - 1961     GOOD             NGS
 EV2376
 EV2376                          STATION DESCRIPTION
 EV2376
 EV2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2376'11 MI E FROM LANCASTER.
 EV2376'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EV2376'6 AT LANCASTER, THENCE 1.5 MILES NORTH ALONG 90TH STREET EAST,
 EV2376'AT THE JUNCTION OF AVENUE G8, 73 FEET EAST OF THE CENTER LINE
 EV2376'OF THE STREET, 20 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 EV2376'23 FEET WEST OF POWER LINE POLE 951530E, 1.6 FEET SOUTH OF A
 EV2376'WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF
 EV2376'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2375 ***********************************************************************
 EV2375  DESIGNATION -  116 4
 EV2375  PID         -  EV2375
 EV2375  STATE/COUNTY-  CA/LOS ANGELES
 EV2375  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2375
 EV2375                         *CURRENT SURVEY CONTROL
 EV2375  ___________________________________________________________________
 EV2375* NAD 83(1986)-  34 44 02.     (N)    117 58 12.     (W)     SCALED    
 EV2375* NAVD 88     -       725.57   (+/-2cm)    2380.5    (feet)  VERTCON   
 EV2375  ___________________________________________________________________
 EV2375  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2375  VERT ORDER  -  THIRD (See Below)
 EV2375
 EV2375.The horizontal coordinates were scaled from a topographic map and have
 EV2375.an estimated accuracy of +/- 6 seconds.
 EV2375
 EV2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2375.The vertical order pertains to the NGVD 29 superseded value.
 EV2375
 EV2375.The geoid height was determined by GEOID03.
 EV2375
 EV2375;                    North         East    Units  Estimated Accuracy
 EV2375;SPC CA 5     -   636,870.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2375
 EV2375                          SUPERSEDED SURVEY CONTROL
 EV2375
 EV2375  NGVD 29 (??/??/??)  724.73   (m)         2377.7    (f) RESET       3  
 EV2375
 EV2375.Superseded values are not recommended for survey control.
 EV2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2375.See file dsdata.txt to determine how the superseded data were derived.
 EV2375
 EV2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU111439(NAD 83)
 EV2375_MARKER: DD = SURVEY DISK
 EV2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2375_STAMPING: BM 116-4 1961 5869
 EV2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2375+STABILITY: SURFACE MOTION
 EV2375
 EV2375  HISTORY     - Date     Condition        Report By
 EV2375  HISTORY     - 1961     MONUMENTED       CA-037
 EV2375  HISTORY     - 1961     GOOD             NGS
 EV2375
 EV2375                          STATION DESCRIPTION
 EV2375
 EV2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2375'11.4 MI E FROM LANCASTER.
 EV2375'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EV2375'6 AT LANCASTER, THENCE 2.0 MILES NORTH ALONG 90TH STREET EAST,
 EV2375'AT THE INTERSECTION OF AVENUE G, 25 FEET WEST OF THE CENTER
 EV2375'LINE OF THE STREET, 66 FEET SOUTH OF THE CENTER LINE OF THE
 EV2375'AVENUE, 1.6 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 EV2375'THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 EV2375'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1732 ***********************************************************************
 AE1732  DESIGNATION -  116 45
 AE1732  PID         -  AE1732
 AE1732  STATE/COUNTY-  CA/LOS ANGELES
 AE1732  USGS QUAD   -  VENICE (1981)
 AE1732
 AE1732                         *CURRENT SURVEY CONTROL
 AE1732  ___________________________________________________________________
 AE1732* NAD 83(1986)-  33 59 58.     (N)    118 24 08.     (W)     SCALED    
 AE1732* NAVD 88     -         9.994  (meters)      32.79   (feet)  ADJUSTED  
 AE1732  ___________________________________________________________________
 AE1732  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 AE1732  DYNAMIC HT  -           9.984 (meters)      32.76  (feet)  COMP
 AE1732  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 AE1732
 AE1732  VERT ORDER  -  FIRST     CLASS II
 AE1732
 AE1732.The horizontal coordinates were scaled from a topographic map and have
 AE1732.an estimated accuracy of +/- 6 seconds.
 AE1732
 AE1732.The orthometric height was determined by differential leveling
 AE1732.and adjusted in October 1997.
 AE1732
 AE1732.The geoid height was determined by GEOID03.
 AE1732
 AE1732.The dynamic height is computed by dividing the NAVD 88
 AE1732.geopotential number by the normal gravity value computed on the
 AE1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1732.degrees latitude (g = 980.6199 gals.).
 AE1732
 AE1732.The modeled gravity was interpolated from observed gravity values.
 AE1732
 AE1732;                    North         East    Units  Estimated Accuracy
 AE1732;SPC CA 5     -   555,480.    1,962,840.      MT  (+/- 180 meters Scaled)
 AE1732
 AE1732                          SUPERSEDED SURVEY CONTROL
 AE1732
 AE1732.No superseded survey control is available for this station.
 AE1732
 AE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT705629(NAD 83)
 AE1732_MARKER: DB = BENCH MARK DISK
 AE1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1732_SP_SET: DRAIN HEADWALL
 AE1732_STAMPING: LOS ANGELES FLOOD CONTROL DISTRICT BM 116-45
 AE1732_MARK LOGO: LACFCD
 AE1732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1732+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1732
 AE1732  HISTORY     - Date     Condition        Report By
 AE1732  HISTORY     - 1996     MONUMENTED       LACFCD
 AE1732
 AE1732                          STATION DESCRIPTION
 AE1732
 AE1732'DESCRIBED BY LOS ANGELES FLOOD CONTROL DISTRICT 1996
 AE1732'LOS ANGELES, CA, FROM 405 FWY GO SOUTH TO CULVER BLVD.  EXIT AT CULVER
 AE1732'BLVD TO SAWTELLE BLVD.  GO SOUTH ON SAWTELLE BLVD TO CULVER BLVD.
 AE1732'THENCE GO NORTHEAST ON CULVER BLVD TO SEPULVEDA BLVD.  THENCE GO SOUTH
 AE1732'ON SEPULVEDA BLVD 0.5 MI (0.8 KM) TO BALLONA CREEK BRIDGE, 72 FT (21.9
 AE1732'M) WEST OF SEPULVEDA BLVD AND 28 FT (8.5 M) SOUTH OF THE NORTHWEST END
 AE1732'OF BRIDGE.  MONUMENT IS 12 FT (3.7 M) BELOW STREET SURFACE ON AN
 AE1732'OUTLET DRAIN HEADWALL.  FOUND A 3.75 INCH LOS ANGELES COUNTY FLOOD
 AE1732'CONTROL DISTRICT BCM STAMPED BM 116-45 FLUSH AT THE NORTHEAST CORNER
 AE1732'OF A 10 FT (3.0 M) BY 1.5 FT (0.5 M) DRAIN HEADWALL.  REF MWD FB 4034
 AE1732'01 084.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2374 ***********************************************************************
 EV2374  DESIGNATION -  116 5
 EV2374  PID         -  EV2374
 EV2374  STATE/COUNTY-  CA/LOS ANGELES
 EV2374  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2374
 EV2374                         *CURRENT SURVEY CONTROL
 EV2374  ___________________________________________________________________
 EV2374* NAD 83(1986)-  34 44 27.     (N)    117 58 12.     (W)     SCALED    
 EV2374* NAVD 88     -       722.68   (+/-2cm)    2371.0    (feet)  VERTCON   
 EV2374  ___________________________________________________________________
 EV2374  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2374  VERT ORDER  -  THIRD (See Below)
 EV2374
 EV2374.The horizontal coordinates were scaled from a topographic map and have
 EV2374.an estimated accuracy of +/- 6 seconds.
 EV2374
 EV2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2374.The vertical order pertains to the NGVD 29 superseded value.
 EV2374
 EV2374.The geoid height was determined by GEOID03.
 EV2374
 EV2374;                    North         East    Units  Estimated Accuracy
 EV2374;SPC CA 5     -   637,640.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2374
 EV2374                          SUPERSEDED SURVEY CONTROL
 EV2374
 EV2374  NGVD 29 (??/??/??)  721.84   (m)         2368.2    (f) RESET       3  
 EV2374
 EV2374.Superseded values are not recommended for survey control.
 EV2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2374.See file dsdata.txt to determine how the superseded data were derived.
 EV2374
 EV2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU112447(NAD 83)
 EV2374_MARKER: DD = SURVEY DISK
 EV2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2374_STAMPING: BM 116-5 1961 5869
 EV2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2374+STABILITY: SURFACE MOTION
 EV2374
 EV2374  HISTORY     - Date     Condition        Report By
 EV2374  HISTORY     - 1961     MONUMENTED       CA-037
 EV2374  HISTORY     - 1961     GOOD             NGS
 EV2374
 EV2374                          STATION DESCRIPTION
 EV2374
 EV2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2374'12 MI NE FROM LANCASTER.
 EV2374'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EV2374'6 AT LANCASTER, THENCE 2.5 MILES NORTH ALONG 90TH STREET EAST,
 EV2374'AT THE INTERSECTION OF AVENUE F8, 32 FEET EAST OF THE CENTER
 EV2374'LINE OF THE STREET, 69 FEET NORTH OF THE CENTER LINE OF THE
 EV2374'AVENUE, 31 FEET NORTH OF POWER LINE POLE 771458E, 1.7 FEET
 EV2374'WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE STREET,
 EV2374'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 EV2374'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2373 ***********************************************************************
 EV2373  DESIGNATION -  116 6
 EV2373  PID         -  EV2373
 EV2373  STATE/COUNTY-  CA/LOS ANGELES
 EV2373  USGS QUAD   -  ALPINE BUTTE (1992)
 EV2373
 EV2373                         *CURRENT SURVEY CONTROL
 EV2373  ___________________________________________________________________
 EV2373* NAD 83(1986)-  34 44 55.     (N)    117 58 12.     (W)     SCALED    
 EV2373* NAVD 88     -       719.71   (+/-2cm)    2361.2    (feet)  VERTCON   
 EV2373  ___________________________________________________________________
 EV2373  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2373  VERT ORDER  -  THIRD (See Below)
 EV2373
 EV2373.The horizontal coordinates were scaled from a topographic map and have
 EV2373.an estimated accuracy of +/- 6 seconds.
 EV2373
 EV2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2373.The vertical order pertains to the NGVD 29 superseded value.
 EV2373
 EV2373.The geoid height was determined by GEOID03.
 EV2373
 EV2373;                    North         East    Units  Estimated Accuracy
 EV2373;SPC CA 5     -   638,500.    2,002,750.      MT  (+/- 180 meters Scaled)
 EV2373
 EV2373                          SUPERSEDED SURVEY CONTROL
 EV2373
 EV2373  NGVD 29 (??/??/??)  718.88   (m)         2358.5    (f) RESET       3  
 EV2373
 EV2373.Superseded values are not recommended for survey control.
 EV2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2373.See file dsdata.txt to determine how the superseded data were derived.
 EV2373
 EV2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU112455(NAD 83)
 EV2373_MARKER: DD = SURVEY DISK
 EV2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2373_STAMPING: BM 116-6 1961 5869
 EV2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2373+STABILITY: SURFACE MOTION
 EV2373
 EV2373  HISTORY     - Date     Condition        Report By
 EV2373  HISTORY     - 1961     MONUMENTED       CA-037
 EV2373  HISTORY     - 1961     GOOD             NGS
 EV2373
 EV2373                          STATION DESCRIPTION
 EV2373
 EV2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2373'12.4 MI NE FROM LANCASTER.
 EV2373'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EV2373'6 AT LANCASTER, THENCE 3.0 MILES NORTH ALONG 90TH STREET EAST,
 EV2373'AT THE INTERSECTION OF AVENUE F, 72 FEET EAST OF THE CENTER
 EV2373'LINE OF THE STREET, 29 FEET NORTH OF THE CENTER LINE OF THE
 EV2373'AVENUE, 15 FEET WEST OF POWER LINE POLE 699771E, 1.9 FEET
 EV2373'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE,
 EV2373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EV2373'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2337 ***********************************************************************
 EV2337  DESIGNATION -  116 7
 EV2337  PID         -  EV2337
 EV2337  STATE/COUNTY-  CA/LOS ANGELES
 EV2337  USGS QUAD   -  REDMAN (1992)
 EV2337
 EV2337                         *CURRENT SURVEY CONTROL
 EV2337  ___________________________________________________________________
 EV2337* NAD 83(1986)-  34 45 24.     (N)    117 58 11.     (W)     SCALED    
 EV2337* NAVD 88     -       717.04   (+/-2cm)    2352.5    (feet)  VERTCON   
 EV2337  ___________________________________________________________________
 EV2337  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV2337  VERT ORDER  -  THIRD (See Below)
 EV2337
 EV2337.The horizontal coordinates were scaled from a topographic map and have
 EV2337.an estimated accuracy of +/- 6 seconds.
 EV2337
 EV2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2337.The vertical order pertains to the NGVD 29 superseded value.
 EV2337
 EV2337.The geoid height was determined by GEOID03.
 EV2337
 EV2337;                    North         East    Units  Estimated Accuracy
 EV2337;SPC CA 5     -   639,400.    2,002,770.      MT  (+/- 180 meters Scaled)
 EV2337
 EV2337                          SUPERSEDED SURVEY CONTROL
 EV2337
 EV2337  NGVD 29 (??/??/??)  716.20   (m)         2349.7    (f) RESET       3  
 EV2337
 EV2337.Superseded values are not recommended for survey control.
 EV2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2337.See file dsdata.txt to determine how the superseded data were derived.
 EV2337
 EV2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU112464(NAD 83)
 EV2337_MARKER: DD = SURVEY DISK
 EV2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2337_STAMPING: BM 116-7 1961 5869
 EV2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2337+STABILITY: SURFACE MOTION
 EV2337
 EV2337  HISTORY     - Date     Condition        Report By
 EV2337  HISTORY     - 1961     MONUMENTED       CA-037
 EV2337  HISTORY     - 1961     GOOD             NGS
 EV2337
 EV2337                          STATION DESCRIPTION
 EV2337
 EV2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2337'13 MI NE FROM LANCASTER.
 EV2337'9.45 MILES EAST ALONG AVENUE I FROM THE JUNCTION OF U.S. HIGHWAY
 EV2337'6 AT LANCASTER, THENCE 3.5 MILES NORTH ALONG 90TH STREET EAST,
 EV2337'AT THE JUNCTION OF AVENUE E8, 26 FEET WEST OF THE CENTER LINE
 EV2337'OF THE STREET, 52 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 EV2337'29 FEET NORTH OF TELEPHONE POLE K 4467Y, 1.4 FEET WEST OF A
 EV2337'WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP
 EV2337'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0265 ***********************************************************************
 DY0265  DESIGNATION -  116 C OF LB
 DY0265  PID         -  DY0265
 DY0265  STATE/COUNTY-  CA/LOS ANGELES
 DY0265  USGS QUAD   -  LONG BEACH (1981)
 DY0265
 DY0265                         *CURRENT SURVEY CONTROL
 DY0265  ___________________________________________________________________
 DY0265* NAD 83(1986)-  33 46 58.     (N)    118 13 14.     (W)     SCALED    
 DY0265* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 DY0265  ___________________________________________________________________
 DY0265  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0265
 DY0265.The horizontal coordinates were scaled from a topographic map and have
 DY0265.an estimated accuracy of +/- 6 seconds.
 DY0265
 DY0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0265.The vertical order pertains to the NGVD 29 superseded value.
 DY0265
 DY0265.The geoid height was determined by GEOID03.
 DY0265
 DY0265;                    North         East    Units  Estimated Accuracy
 DY0265;SPC CA 5     -   531,390.    1,979,570.      MT  (+/- 180 meters Scaled)
 DY0265
 DY0265                          SUPERSEDED SURVEY CONTROL
 DY0265
 DY0265  NGVD 29 (??/??/92)    1.459  (m)            4.79   (f) ADJ UNCH    1 2
 DY0265
 DY0265.Superseded values are not recommended for survey control.
 DY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0265.See file dsdata.txt to determine how the superseded data were derived.
 DY0265
 DY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869387(NAD 83)
 DY0265_MARKER: DD = SURVEY DISK
 DY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0265_STAMPING: B M NO 116
 DY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0265+STABILITY: SURFACE MOTION
 DY0265
 DY0265  HISTORY     - Date     Condition        Report By
 DY0265  HISTORY     - UNK      MONUMENTED       CA1970
 DY0265  HISTORY     - 1954     GOOD             NGS
 DY0265  HISTORY     - 1958     GOOD             NGS
 DY0265
 DY0265                          STATION DESCRIPTION
 DY0265
 DY0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0265'AT LONG BEACH.
 DY0265'AT LONG BEACH, 0.1 MILE EAST ALONG ANAHEIM STREET FROM THE BORDER
 DY0265'OF THE LONG BEACH-LOS ANGELES CITY LIMITS, AT THE CROSSING OF THE
 DY0265'SOUTHERN PACIFIC COMPANY RAILROAD TRACK, IN THE LAWN AT THE NORTHWEST
 DY0265'CORNER OF A SMALL TRIANGULAR SHAPED PARK, 38.7 FEET NORTHEAST OF
 DY0265'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 6.1 FEET SOUTH OF THE
 DY0265'SOUTH CURB OF THE STREET, 6.0 FEET SOUTHWEST OF GRANITE STREET
 DY0265'LAMP POLE 2, 1.0 FOOT BELOW THE SURFACE OF THE LAWN, AND SET IN
 DY0265'THE TOP OF A CONCRTE POST WHICH IS ENCASED BY A 10-INCH METAL
 DY0265'PIPE WITH AN UNSTAMPED METAL COVER.
 DY0265
 DY0265                          STATION RECOVERY (1958)
 DY0265
 DY0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0212 ***********************************************************************
 MW0212  DESIGNATION -  116 GWM USGS
 MW0212  PID         -  MW0212
 MW0212  STATE/COUNTY-  CA/MODOC
 MW0212  USGS QUAD   -  PEREZ (1993)
 MW0212
 MW0212                         *CURRENT SURVEY CONTROL
 MW0212  ___________________________________________________________________
 MW0212* NAD 83(1986)-  41 39 51.     (N)    121 19 16.     (W)     SCALED    
 MW0212* NAVD 88     -      1284.146  (meters)    4213.07   (feet)  ADJUSTED  
 MW0212  ___________________________________________________________________
 MW0212  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 MW0212  DYNAMIC HT  -        1283.302 (meters)    4210.30  (feet)  COMP
 MW0212  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 MW0212
 MW0212  VERT ORDER  -  SECOND    CLASS 0
 MW0212
 MW0212.The horizontal coordinates were scaled from a topographic map and have
 MW0212.an estimated accuracy of +/- 6 seconds.
 MW0212
 MW0212.The orthometric height was determined by differential leveling
 MW0212.and adjusted in June 1991.
 MW0212
 MW0212.The geoid height was determined by GEOID03.
 MW0212
 MW0212.The dynamic height is computed by dividing the NAVD 88
 MW0212.geopotential number by the normal gravity value computed on the
 MW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0212.degrees latitude (g = 980.6199 gals.).
 MW0212
 MW0212.The modeled gravity was interpolated from observed gravity values.
 MW0212
 MW0212;                    North         East    Units  Estimated Accuracy
 MW0212;SPC CA 1     -   759,040.    2,056,540.      MT  (+/- 180 meters Scaled)
 MW0212
 MW0212                          SUPERSEDED SURVEY CONTROL
 MW0212
 MW0212  NGVD 29 (??/??/??) 1283.063  (m)         4209.52   (f) ADJUSTED    2 0
 MW0212
 MW0212.Superseded values are not recommended for survey control.
 MW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0212.See file dsdata.txt to determine how the superseded data were derived.
 MW0212
 MW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM397138(NAD 83)
 MW0212_MARKER: DD = SURVEY DISK
 MW0212_SETTING: 66 = SET IN ROCK OUTCROP
 MW0212_SP_SET: ROCK OUTCROP
 MW0212_STAMPING: 116 GWM 4209 1949
 MW0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0212+STABILITY: POSITION/ELEVATION WELL
 MW0212
 MW0212  HISTORY     - Date     Condition        Report By
 MW0212  HISTORY     - 1949     MONUMENTED       USGS
 MW0212  HISTORY     - 1954     GOOD             NGS
 MW0212
 MW0212                          STATION DESCRIPTION
 MW0212
 MW0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MW0212'4.9 MI W FROM PEREZ.
 MW0212'0.45 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SOUTHERN PACIFIC
 MW0212'COMPANY RAILROAD WATER TANK AT PEREZ, THENCE 2.65 MILES SOUTHWEST
 MW0212'ALONG THE GRIMMET ROAD FROM THE JUNCTION OF STATE HIGHWAY 139, THENCE
 MW0212'1.8 MILES NORTHWEST ALONG A DIRT ROAD, 0.8 MILE EAST OF THE SOUTHERN
 MW0212'PACIFIC COMPANY RAILROAD CROSSING, IN THE TOP OF A ROCK OUTCROP,
 MW0212'ON THE TOP OF A LOW KNOLL, 36 1/2 FEET SOUTHWEST OF THE CENTER
 MW0212'LINE OF THE ROAD, 20 1/2 FEET SOUTHWEST OF A COUPLE OF SMALL
 MW0212'JUNIPER TREES, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5262 ***********************************************************************
 HS5262  DESIGNATION -  116 JD
 HS5262  PID         -  HS5262
 HS5262  STATE/COUNTY-  CA/SANTA CLARA
 HS5262  USGS QUAD   -  LOMA PRIETA (1996)
 HS5262
 HS5262                         *CURRENT SURVEY CONTROL
 HS5262  ___________________________________________________________________
 HS5262* NAD 83(1986)-  37 03 03.     (N)    121 45 47.     (W)     SCALED    
 HS5262* NAVD 88     -       757.221  (meters)    2484.32   (feet)  ADJUSTED  
 HS5262  ___________________________________________________________________
 HS5262  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HS5262  DYNAMIC HT  -         756.574 (meters)    2482.19  (feet)  COMP
 HS5262  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 HS5262
 HS5262  VERT ORDER  -  FIRST     CLASS II
 HS5262
 HS5262.The horizontal coordinates were scaled from a topographic map and have
 HS5262.an estimated accuracy of +/- 6 seconds.
 HS5262
 HS5262.The orthometric height was determined by differential leveling
 HS5262.and adjusted in February 1993.
 HS5262
 HS5262.The geoid height was determined by GEOID03.
 HS5262
 HS5262.The dynamic height is computed by dividing the NAVD 88
 HS5262.geopotential number by the normal gravity value computed on the
 HS5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5262.degrees latitude (g = 980.6199 gals.).
 HS5262
 HS5262.The modeled gravity was interpolated from observed gravity values.
 HS5262
 HS5262;                    North         East    Units  Estimated Accuracy
 HS5262;SPC CA 3     -   561,890.    1,887,650.      MT  (+/- 180 meters Scaled)
 HS5262
 HS5262                          SUPERSEDED SURVEY CONTROL
 HS5262
 HS5262  NGVD 29 (10/21/93)  756.353  (m)         2481.47   (f) ADJUSTED    1 2
 HS5262
 HS5262.Superseded values are not recommended for survey control.
 HS5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5262.See file dsdata.txt to determine how the superseded data were derived.
 HS5262
 HS5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG099012(NAD 83)
 HS5262_MARKER: DB = BENCH MARK DISK
 HS5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5262_SP_SET: CONCRETE POST
 HS5262_STAMPING: 116 JD 1953 2482
 HS5262_MARK LOGO: USGS  
 HS5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5262+STABILITY: SURFACE MOTION
 HS5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5262+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1990
 HS5262
 HS5262  HISTORY     - Date     Condition        Report By
 HS5262  HISTORY     - 1953     MONUMENTED       USGS
 HS5262  HISTORY     - 19900320 GOOD             NGS
 HS5262
 HS5262                          STATION DESCRIPTION
 HS5262
 HS5262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5262'13.4 KM (8.33 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5262'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.11 MI) NORTHERLY
 HS5262'ALONG POLE LINE ROAD, THENCE 6.9 KM (4.29 MI) NORTHWESTERLY ALONG
 HS5262'SUMMIT ROAD, 33.5 M (109.91 FT) NORTH OF THE EXTENDED CENTER OF A
 HS5262'ROAD LEADING EAST, 4.8 M (15.75 FT) EAST OF THE CENTER OF THE ROAD,
 HS5262'0.3 M (0.98 FT) ABOVE THE LEVEL OF THE ROAD, 0.1 M (0.33 FT) WEST OF
 HS5262'A WITNESS POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.06 M
 HS5262'(0.20 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1210 ***********************************************************************
 GU1210  DESIGNATION -  116.4 USBR
 GU1210  PID         -  GU1210
 GU1210  STATE/COUNTY-  CA/FRESNO
 GU1210  USGS QUAD   -  MENDOTA DAM (1984)
 GU1210
 GU1210                         *CURRENT SURVEY CONTROL
 GU1210  ___________________________________________________________________
 GU1210* NAD 83(1986)-  36 46 51.     (N)    120 22 21.     (W)     SCALED    
 GU1210* NAVD 88     -        49.34   (+/-2cm)     161.9    (feet)  VERTCON   
 GU1210  ___________________________________________________________________
 GU1210  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU1210  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1210
 GU1210.The horizontal coordinates were scaled from a topographic map and have
 GU1210.an estimated accuracy of +/- 6 seconds.
 GU1210
 GU1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1210.The vertical order pertains to the NGVD 29 superseded value.
 GU1210
 GU1210.The geoid height was determined by GEOID03.
 GU1210
 GU1210;                    North         East    Units  Estimated Accuracy
 GU1210;SPC CA 4     -   661,490.    1,877,490.      MT  (+/- 180 meters Scaled)
 GU1210
 GU1210                          SUPERSEDED SURVEY CONTROL
 GU1210
 GU1210  NGVD 29 (??/??/92)   48.610  (m)          159.48   (f) ADJ UNCH    1 2
 GU1210
 GU1210.Superseded values are not recommended for survey control.
 GU1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1210.See file dsdata.txt to determine how the superseded data were derived.
 GU1210
 GU1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF344737(NAD 83)
 GU1210_MARKER: DD = SURVEY DISK
 GU1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1210_SP_SET: CURB
 GU1210_STAMPING: 116.48
 GU1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1210
 GU1210  HISTORY     - Date     Condition        Report By
 GU1210  HISTORY     - UNK      MONUMENTED       BOR
 GU1210  HISTORY     - 1968     GOOD             NGS
 GU1210  HISTORY     - 1972     GOOD             NGS
 GU1210
 GU1210                          STATION DESCRIPTION
 GU1210
 GU1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU1210'0.5 MI SE FROM MENDOTA DAM.
 GU1210'0.5 MILE SOUTHEAST ALONG A DIRT ROAD AND BASS AVENUE FROM THE
 GU1210'SOUTHWEST END OF MENDOTA DAM, AT CONCRETE BRIDGE AND HEAD
 GU1210'GATE 116.48 OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE
 GU1210'SOUTHEAST END OF THE NORTHEAST CONCRETE CURB, 14 1/2 FEET
 GU1210'NORTHEAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT
 GU1210'HIGHER THAN THE AVENUE.  NOTE-- THIS MARK WAS STAMPED 116.48
 GU1210'AFTER THE 1965 RELEVELING.
 GU1210
 GU1210                          STATION RECOVERY (1972)
 GU1210
 GU1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3648 ***********************************************************************
 HT3648  DESIGNATION -  116.40=264
 HT3648  PID         -  HT3648
 HT3648  STATE/COUNTY-  CA/SANTA CRUZ
 HT3648  USGS QUAD   -  POINT ANO NUEVO (1997)
 HT3648
 HT3648                         *CURRENT SURVEY CONTROL
 HT3648  ___________________________________________________________________
 HT3648* NAD 83(1986)-  37 04 48.     (N)    122 15 54.     (W)     SCALED    
 HT3648* NAVD 88     -        51.501  (meters)     168.97   (feet)  ADJUSTED  
 HT3648  ___________________________________________________________________
 HT3648  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HT3648  DYNAMIC HT  -          51.464 (meters)     168.84  (feet)  COMP
 HT3648  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 HT3648
 HT3648  VERT ORDER  -  FIRST     CLASS II
 HT3648
 HT3648.The horizontal coordinates were scaled from a topographic map and have
 HT3648.an estimated accuracy of +/- 6 seconds.
 HT3648
 HT3648.The orthometric height was determined by differential leveling
 HT3648.and adjusted in February 1993.
 HT3648
 HT3648.The geoid height was determined by GEOID03.
 HT3648
 HT3648.The dynamic height is computed by dividing the NAVD 88
 HT3648.geopotential number by the normal gravity value computed on the
 HT3648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3648.degrees latitude (g = 980.6199 gals.).
 HT3648
 HT3648.The modeled gravity was interpolated from observed gravity values.
 HT3648
 HT3648;                    North         East    Units  Estimated Accuracy
 HT3648;SPC CA 3     -   565,850.    1,843,070.      MT  (+/- 180 meters Scaled)
 HT3648
 HT3648                          SUPERSEDED SURVEY CONTROL
 HT3648
 HT3648  NGVD 29 (10/21/93)   50.709  (m)          166.37   (f) ADJUSTED    1 2
 HT3648
 HT3648.Superseded values are not recommended for survey control.
 HT3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3648.See file dsdata.txt to determine how the superseded data were derived.
 HT3648
 HT3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG653040(NAD 83)
 HT3648_MARKER: DD = SURVEY DISK
 HT3648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3648_SP_SET: CONCRETE POST
 HT3648_STAMPING: B.M. 116.40
 HT3648_MARK LOGO: CA-087
 HT3648_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3648+STABILITY: SURFACE MOTION
 HT3648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3648+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 HT3648
 HT3648  HISTORY     - Date     Condition        Report By
 HT3648  HISTORY     - UNK      MONUMENTED       CA-087
 HT3648  HISTORY     - 19900518 GOOD             NGS
 HT3648
 HT3648                          STATION DESCRIPTION
 HT3648
 HT3648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3648'10.0 KM (6.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3648'OFFICE IN DAVENPORT, 39.0 M (128.0 FT) WEST OF THE CENTERLINE OF THE
 HT3648'HIGHWAY, 6.0 M (19.7 FT) NORTH OF A BEACH ACCESS WALKWAY, AND 0.3 M
 HT3648'(1.0 FT) FROM THE FACE OF AND NEAR THE CENTER OF A GREYHOUND ROCK
 HT3648'COUNTY PARK SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0522 ***********************************************************************
 DB0522  DESIGNATION -  116.420 BOR
 DB0522  PID         -  DB0522
 DB0522  STATE/COUNTY-  CA/IMPERIAL
 DB0522  USGS QUAD   -  GLAMIS SE (1954)
 DB0522
 DB0522                         *CURRENT SURVEY CONTROL
 DB0522  ___________________________________________________________________
 DB0522* NAD 83(1986)-  32 51 30.     (N)    115 06 57.     (W)     SCALED    
 DB0522* NAVD 88     -        36.239  (meters)     118.89   (feet)  READJUSTED
 DB0522  ___________________________________________________________________
 DB0522  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DB0522  DYNAMIC HT  -          36.200 (meters)     118.77  (feet)  COMP
 DB0522  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 DB0522
 DB0522  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0522
 DB0522.The horizontal coordinates were scaled from a topographic map and have
 DB0522.an estimated accuracy of +/- 6 seconds.
 DB0522
 DB0522.The orthometric height was determined by differential leveling
 DB0522.and adjusted in January 1995.
 DB0522.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0522.distribution rate of 1.1 thru 2.0 mm/km.
 DB0522.The height was derived from older observations constrained to new
 DB0522.heights in a crustal motion area.  The height is approximate in
 DB0522.relation to other heights in its vicinity.
 DB0522
 DB0522.The geoid height was determined by GEOID03.
 DB0522
 DB0522.The dynamic height is computed by dividing the NAVD 88
 DB0522.geopotential number by the normal gravity value computed on the
 DB0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0522.degrees latitude (g = 980.6199 gals.).
 DB0522
 DB0522.The modeled gravity was interpolated from observed gravity values.
 DB0522
 DB0522;                    North         East    Units  Estimated Accuracy
 DB0522;SPC CA 6     -   577,290.    2,106,160.      MT  (+/- 180 meters Scaled)
 DB0522
 DB0522                          SUPERSEDED SURVEY CONTROL
 DB0522
 DB0522  NGVD 29 (??/??/??)   35.516  (m)          116.52   (f) ADJUSTED    2 1
 DB0522
 DB0522.Superseded values are not recommended for survey control.
 DB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0522.See file dsdata.txt to determine how the superseded data were derived.
 DB0522
 DB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS763371(NAD 83)
 DB0522_MARKER: DD = SURVEY DISK
 DB0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0522_STAMPING: 116.420
 DB0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0522+STABILITY: SURFACE MOTION
 DB0522
 DB0522  HISTORY     - Date     Condition        Report By
 DB0522  HISTORY     - UNK      MONUMENTED       BOR
 DB0522  HISTORY     - 1971     GOOD             NGS
 DB0522  HISTORY     - 1974     GOOD
 DB0522  HISTORY     - 1977     GOOD
 DB0522  HISTORY     - 1980     GOOD             BOR
 DB0522
 DB0522                          STATION DESCRIPTION
 DB0522
 DB0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0522'17 MI NE FROM HOLTVILLE.
 DB0522'FROM THE INTERSECTION OF U.S. 80 AND HOLT RD. IN HOLTVILLE, PROCEED
 DB0522'E. ON U.S. 80 APPROXIMATELY 27 MILES TO WHERE THE HIGHWAY CROSSES
 DB0522'THE ALL AMERICAN CANAL, FOLLOW THE N. CANAL BANK N.E. ABOUT
 DB0522'1/2 MILE TO THE BEGINNING OF THE COCHELLA CANAL, FOLLOW THE W. BANK
 DB0522'OF THE COCHELLA CANAL N. APPROXIMATELY 14.9 MILES.  THE BENCH
 DB0522'MARK IS LOCATED ABOUT 50 FT. FROM THE TOE OF THE W. SPOILS
 DB0522'BANK, AND IS SET ON TOP OF A CONCRETE CYLINDER, AND PROJECTS 0.5
 DB0522'FT. ABOVE GROUND.  SECTION 9, T 15 S., R 18 E.
 DB0522
 DB0522                          STATION RECOVERY (1974)
 DB0522
 DB0522'RECOVERED 1974
 DB0522'RECOVERED IN GOOD CONDITION.
 DB0522
 DB0522                          STATION RECOVERY (1977)
 DB0522
 DB0522'RECOVERED 1977
 DB0522'RECOVERED IN GOOD CONDITION.
 DB0522
 DB0522                          STATION RECOVERY (1980)
 DB0522
 DB0522'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1418 ***********************************************************************
 DY1418  DESIGNATION -  116.45 LACFCD
 DY1418  PID         -  DY1418
 DY1418  STATE/COUNTY-  CA/LOS ANGELES
 DY1418  USGS QUAD   -  VENICE (1981)
 DY1418
 DY1418                         *CURRENT SURVEY CONTROL
 DY1418  ___________________________________________________________________
 DY1418* NAD 83(1986)-  33 59 59.     (N)    118 24 06.     (W)     SCALED    
 DY1418* NAVD 88     -        10.05   (+/-2cm)      33.0    (feet)  VERTCON   
 DY1418  ___________________________________________________________________
 DY1418  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DY1418  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1418
 DY1418.The horizontal coordinates were scaled from a topographic map and have
 DY1418.an estimated accuracy of +/- 6 seconds.
 DY1418
 DY1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1418.The vertical order pertains to the NGVD 29 superseded value.
 DY1418
 DY1418.The geoid height was determined by GEOID03.
 DY1418
 DY1418;                    North         East    Units  Estimated Accuracy
 DY1418;SPC CA 5     -   555,510.    1,962,890.      MT  (+/- 180 meters Scaled)
 DY1418
 DY1418                          SUPERSEDED SURVEY CONTROL
 DY1418
 DY1418  NGVD 29 (??/??/92)    9.29   (m)           30.5    (f) COMPUTED    1 2
 DY1418
 DY1418.Superseded values are not recommended for survey control.
 DY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1418.See file dsdata.txt to determine how the superseded data were derived.
 DY1418
 DY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT705630(NAD 83)
 DY1418_MARKER: DD = SURVEY DISK
 DY1418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1418_SP_SET: BRIDGE
 DY1418_STAMPING: BM 116.45
 DY1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1418
 DY1418  HISTORY     - Date     Condition        Report By
 DY1418  HISTORY     - UNK      MONUMENTED       CA-037
 DY1418  HISTORY     - 1945     GOOD             NGS
 DY1418  HISTORY     - 1968     GOOD             CA-037
 DY1418
 DY1418                          STATION DESCRIPTION
 DY1418
 DY1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1418'AT LOS ANGELES.
 DY1418'ABOUT 0.1 MILE SOUTHEAST ALONG SEPULVEDA BOULEVARD FROM THE
 DY1418'INTERSECTION OF SEPULVEDA BOULEVARD AND LUCERNE AVENUE NEAR
 DY1418'THE NORTHWEST END OF THE CONCRETE BRIDGE NO. 53-394 OVER BALLONA
 DY1418'CREEK, 42.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE BRIDGE,
 DY1418'2.5 FEET WEST OF THE EAST END OF A CONCRETE HEADWALL WHICH IS
 DY1418'ABOUT 9.5 FEET LOWER THAN SEPULVEDA BOULEVARD AND ABOUT 31.0
 DY1418'FEET SOUTHWEST OF A POINT 28.0 FEET SOUTHEAST OF THE NORTHWEST
 DY1418'END OF THE BRIDGE.  A LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
 DY1418'STANDARD DISK, STAMPED BM 116.45.
 DY1418
 DY1418                          STATION RECOVERY (1968)
 DY1418
 DY1418'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0942 ***********************************************************************
 GU0942  DESIGNATION -  116.54 L USBR
 GU0942  PID         -  GU0942
 GU0942  STATE/COUNTY-  CA/FRESNO
 GU0942  USGS QUAD   -  LEVIS (1984)
 GU0942
 GU0942                         *CURRENT SURVEY CONTROL
 GU0942  ___________________________________________________________________
 GU0942* NAD 83(1986)-  36 36 55.     (N)    120 29 37.     (W)     SCALED    
 GU0942* NAVD 88     -        97.62   (+/-2cm)     320.3    (feet)  VERTCON   
 GU0942  ___________________________________________________________________
 GU0942  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0942  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0942
 GU0942.The horizontal coordinates were scaled from a topographic map and have
 GU0942.an estimated accuracy of +/- 6 seconds.
 GU0942
 GU0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0942.The vertical order pertains to the NGVD 29 superseded value.
 GU0942
 GU0942.The geoid height was determined by GEOID03.
 GU0942
 GU0942;                    North         East    Units  Estimated Accuracy
 GU0942;SPC CA 4     -   643,290.    1,866,400.      MT  (+/- 180 meters Scaled)
 GU0942
 GU0942                          SUPERSEDED SURVEY CONTROL
 GU0942
 GU0942  NGVD 29 (??/??/92)   96.822  (m)          317.66   (f) ADJ UNCH    1 1
 GU0942
 GU0942.Superseded values are not recommended for survey control.
 GU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0942.See file dsdata.txt to determine how the superseded data were derived.
 GU0942
 GU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF241551(NAD 83)
 GU0942_MARKER: DD = SURVEY DISK
 GU0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0942_SP_SET: IRRIGATION HEADWALL
 GU0942_STAMPING: 116.54 L
 GU0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0942
 GU0942  HISTORY     - Date     Condition        Report By
 GU0942  HISTORY     - UNK      MONUMENTED       BOR
 GU0942  HISTORY     - 1967     GOOD             NGS
 GU0942  HISTORY     - 1968     GOOD             NGS
 GU0942
 GU0942                          STATION DESCRIPTION
 GU0942
 GU0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0942'29.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0942'29.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0942'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, 0.9 MILE
 GU0942'NORTHWEST OF THE CROSSING OF MANNING AVENUE, IN THE TOP OF THE
 GU0942'CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A 24-INCH GRAVITY
 GU0942'IRRIGATION CROSSING, ABOUT 200 FEET NORTHEAST OF THE NORTHEAST
 GU0942'CONCRETE LINING OF THE AQUEDUCT, 42 FEET NORTHEAST OF THE
 GU0942'CENTER LINE OF DOUGLAS AVENUE, ABOUT 2 FEET ABOVE THE GROUND
 GU0942'AND ABOUT LEVEL WITH THE AVENUE.
 GU0942
 GU0942                          STATION RECOVERY (1968)
 GU0942
 GU0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0833 ***********************************************************************
 DB0833  DESIGNATION -  116.595 BOR
 DB0833  PID         -  DB0833
 DB0833  STATE/COUNTY-  CA/IMPERIAL
 DB0833  USGS QUAD   -  GLAMIS NW (1979)
 DB0833
 DB0833                         *CURRENT SURVEY CONTROL
 DB0833  ___________________________________________________________________
 DB0833* NAD 83(1986)-  32 54 14.     (N)    115 08 59.     (W)     SCALED    
 DB0833* NAVD 88     -        36.266  (meters)     118.98   (feet)  READJUSTED
 DB0833  ___________________________________________________________________
 DB0833  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DB0833  DYNAMIC HT  -          36.230 (meters)     118.86  (feet)  COMP
 DB0833  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 DB0833
 DB0833  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0833
 DB0833.The horizontal coordinates were scaled from a topographic map and have
 DB0833.an estimated accuracy of +/- 6 seconds.
 DB0833
 DB0833.The orthometric height was determined by differential leveling
 DB0833.and adjusted in January 1995.
 DB0833.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0833.distribution rate of 0.0 thru 1.0 mm/km.
 DB0833.The height was derived from older observations constrained to new
 DB0833.heights in a crustal motion area.  The height is approximate in
 DB0833.relation to other heights in its vicinity.
 DB0833
 DB0833.The geoid height was determined by GEOID03.
 DB0833
 DB0833.The dynamic height is computed by dividing the NAVD 88
 DB0833.geopotential number by the normal gravity value computed on the
 DB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0833.degrees latitude (g = 980.6199 gals.).
 DB0833
 DB0833.The modeled gravity was interpolated from observed gravity values.
 DB0833
 DB0833;                    North         East    Units  Estimated Accuracy
 DB0833;SPC CA 6     -   582,300.    2,102,930.      MT  (+/- 180 meters Scaled)
 DB0833
 DB0833                          SUPERSEDED SURVEY CONTROL
 DB0833
 DB0833  NGVD 29 (??/??/??)   35.537  (m)          116.59   (f) ADJUSTED    2 1
 DB0833
 DB0833.Superseded values are not recommended for survey control.
 DB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0833.See file dsdata.txt to determine how the superseded data were derived.
 DB0833
 DB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS730421(NAD 83)
 DB0833_MARKER: DD = SURVEY DISK
 DB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0833_STAMPING: 116.595
 DB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0833+STABILITY: SURFACE MOTION
 DB0833
 DB0833  HISTORY     - Date     Condition        Report By
 DB0833  HISTORY     - UNK      MONUMENTED       BOR
 DB0833  HISTORY     - 1971     GOOD             NGS
 DB0833  HISTORY     - 1974     GOOD
 DB0833  HISTORY     - 1977     GOOD
 DB0833  HISTORY     - 1980     GOOD             BOR
 DB0833
 DB0833                          STATION DESCRIPTION
 DB0833
 DB0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0833'27 MI SE FROM BRAWLEY.
 DB0833'FROM THE INTERSECTION OF STATE HIGHWAY 78 (MAIN ST.) AND FIRST
 DB0833'ST. IN BRAWLEY, PROCEED E. ON STATE HIGHWAY 78 APPROXIMATELY
 DB0833'21.5 MILES TO WHERE THE HIGHWAY CROSSES THE COCHELLA CANAL, FOLLOW
 DB0833'THE W. CANAL BANK S. APPROXIMATELY 5 MILES.  THE BENCH MARK IS
 DB0833'LOCATED ABOUT 40 FT. FROM THE TOE OF THE W. SPOILS BANK, AND
 DB0833'IS SET ON TOP OF A 5 IN DIAMETER CONCRETE CYLINDER, AND IS
 DB0833'0.4 FT. ABOVE THE GROUND.  SECTION 30, T 14 S., R 18 E.
 DB0833
 DB0833                          STATION RECOVERY (1974)
 DB0833
 DB0833'RECOVERED 1974
 DB0833'RECOVERED IN GOOD CONDITION.
 DB0833
 DB0833                          STATION RECOVERY (1977)
 DB0833
 DB0833'RECOVERED 1977
 DB0833'RECOVERED IN GOOD CONDITION.
 DB0833
 DB0833                          STATION RECOVERY (1980)
 DB0833
 DB0833'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0941 ***********************************************************************
 GU0941  DESIGNATION -  116.68 L
 GU0941  PID         -  GU0941
 GU0941  STATE/COUNTY-  CA/FRESNO
 GU0941  USGS QUAD   -  LEVIS (1984)
 GU0941
 GU0941                         *CURRENT SURVEY CONTROL
 GU0941  ___________________________________________________________________
 GU0941* NAD 83(1986)-  36 36 47.     (N)    120 29 36.     (W)     SCALED    
 GU0941* NAVD 88     -       102.031  (meters)     334.75   (feet)  ADJUSTED  
 GU0941  ___________________________________________________________________
 GU0941  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0941  DYNAMIC HT  -         101.944 (meters)     334.46  (feet)  COMP
 GU0941  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 GU0941
 GU0941  VERT ORDER  -  FIRST     CLASS II
 GU0941
 GU0941.The horizontal coordinates were scaled from a topographic map and have
 GU0941.an estimated accuracy of +/- 6 seconds.
 GU0941
 GU0941.The orthometric height was determined by differential leveling
 GU0941.and adjusted in June 1991.
 GU0941
 GU0941.The geoid height was determined by GEOID03.
 GU0941
 GU0941.The dynamic height is computed by dividing the NAVD 88
 GU0941.geopotential number by the normal gravity value computed on the
 GU0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0941.degrees latitude (g = 980.6199 gals.).
 GU0941
 GU0941.The modeled gravity was interpolated from observed gravity values.
 GU0941
 GU0941;                    North         East    Units  Estimated Accuracy
 GU0941;SPC CA 4     -   643,040.    1,866,420.      MT  (+/- 180 meters Scaled)
 GU0941
 GU0941                          SUPERSEDED SURVEY CONTROL
 GU0941
 GU0941  NGVD 29 (??/??/92)  101.332  (m)          332.45   (f) ADJ UNCH    1 2
 GU0941
 GU0941.Superseded values are not recommended for survey control.
 GU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0941.See file dsdata.txt to determine how the superseded data were derived.
 GU0941
 GU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF241548(NAD 83)
 GU0941_MARKER: DD = SURVEY DISK
 GU0941_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0941_SP_SET: CANAL LINING
 GU0941_STAMPING: 116.68 L SF 505
 GU0941_MARK LOGO: BOR   
 GU0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0941+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0941
 GU0941  HISTORY     - Date     Condition        Report By
 GU0941  HISTORY     - UNK      MONUMENTED       BOR
 GU0941  HISTORY     - 1969     GOOD             NGS
 GU0941  HISTORY     - 1975     GOOD             NGS
 GU0941  HISTORY     - 19881201 GOOD             NGS
 GU0941
 GU0941                          STATION DESCRIPTION
 GU0941
 GU0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0941'30 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0941'29.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0941'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP
 GU0941'OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 85.0 FEET
 GU0941'NORTHWEST OF A STEEL LADDER, 0.5 FOOT SOUTHWEST OF A WITNESS
 GU0941'POST.
 GU0941
 GU0941                          STATION RECOVERY (1975)
 GU0941
 GU0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0941'RECOVERED IN GOOD CONDITION.
 GU0941
 GU0941                          STATION RECOVERY (1988)
 GU0941
 GU0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1405 ***********************************************************************
 DX1405  DESIGNATION -  1161 T
 DX1405  PID         -  DX1405
 DX1405  STATE/COUNTY-  CA/RIVERSIDE
 DX1405  USGS QUAD   -  PECHANGA (1988)
 DX1405
 DX1405                         *CURRENT SURVEY CONTROL
 DX1405  ___________________________________________________________________
 DX1405* NAD 83(1986)-  33 29 27.     (N)    117 03 38.     (W)     SCALED    
 DX1405* NAVD 88     -       354.90   (+/-2cm)    1164.4    (feet)  VERTCON   
 DX1405  ___________________________________________________________________
 DX1405  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX1405  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1405
 DX1405.The horizontal coordinates were scaled from a topographic map and have
 DX1405.an estimated accuracy of +/- 6 seconds.
 DX1405
 DX1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1405.The vertical order pertains to the NGVD 29 superseded value.
 DX1405
 DX1405.The geoid height was determined by GEOID03.
 DX1405
 DX1405;                    North         East    Units  Estimated Accuracy
 DX1405;SPC CA 6     -   647,150.    1,924,680.      MT  (+/- 180 meters Scaled)
 DX1405
 DX1405                          SUPERSEDED SURVEY CONTROL
 DX1405
 DX1405  NGVD 29 (??/??/??)  354.205  (m)         1162.09   (f) ADJUSTED    1 2
 DX1405
 DX1405.Superseded values are not recommended for survey control.
 DX1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1405.See file dsdata.txt to determine how the superseded data were derived.
 DX1405
 DX1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT943057(NAD 83)
 DX1405_MARKER: P = PIPE CAP
 DX1405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1405_STAMPING: 1161 T
 DX1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1405
 DX1405  HISTORY     - Date     Condition        Report By
 DX1405  HISTORY     - UNK      MONUMENTED       USGS
 DX1405  HISTORY     - 1960     GOOD             NGS
 DX1405
 DX1405                          STATION DESCRIPTION
 DX1405
 DX1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1405'6.2 MI E FROM TEMECULA.
 DX1405'THE MARK IS LOCATED 6.2 MILES EAST OF TEMECULA ON THE NORTH
 DX1405'SIDE OF STATE HIGHWAY 71, JUST NORTH OF THE EASTERLY ONE OF
 DX1405'TWO FARM HOUSES, ABOUT 200 YARDS WEST OF A CURVE IN THE HIGHWAY
 DX1405'AND A DIRT ROAD (OLD HIGHWAY) LEADING STRAIGHT AHEAD, ABOUT
 DX1405'55 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE HAY SHED, 13
 DX1405'FEET WEST OF BENCH MARK F 63, 2 FEET SOUTH OF A ROW OF LARGE
 DX1405'WALNUT TREES AND 1 FOOT NORTH OF A FENCELINE, A BRONZE CAP
 DX1405'RIVETED TO THE TOP OF A 2 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9278 ***********************************************************************
 JT9278  DESIGNATION -  1162
 JT9278  PID         -  JT9278
 JT9278  STATE/COUNTY-  CA/NAPA
 JT9278  USGS QUAD   -  NAPA (1980)
 JT9278
 JT9278                         *CURRENT SURVEY CONTROL
 JT9278  ___________________________________________________________________
 JT9278* NAD 83(1986)-  38 20 36.     (N)    122 19 34.     (W)     SCALED    
 JT9278* NAVD 88     -        28.83   (+/-2cm)      94.6    (feet)  VERTCON   
 JT9278  ___________________________________________________________________
 JT9278  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JT9278  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9278
 JT9278.The horizontal coordinates were scaled from a topographic map and have
 JT9278.an estimated accuracy of +/- 6 seconds.
 JT9278
 JT9278.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9278.The vertical order pertains to the NGVD 29 superseded value.
 JT9278
 JT9278.The geoid height was determined by GEOID03.
 JT9278
 JT9278;                    North         East    Units  Estimated Accuracy
 JT9278;SPC CA 2     -   575,170.    1,971,490.      MT  (+/- 180 meters Scaled)
 JT9278
 JT9278                          SUPERSEDED SURVEY CONTROL
 JT9278
 JT9278  NGVD 29 (??/??/92)   28.027  (m)           91.95   (f) ADJ UNCH    2 2
 JT9278
 JT9278.Superseded values are not recommended for survey control.
 JT9278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9278.See file dsdata.txt to determine how the superseded data were derived.
 JT9278
 JT9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588441(NAD 83)
 JT9278_MARKER: DD = SURVEY DISK
 JT9278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9278_SP_SET: MEDIAN
 JT9278_MARK LOGO: CADH  
 JT9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9278
 JT9278  HISTORY     - Date     Condition        Report By
 JT9278  HISTORY     - UNK      MONUMENTED       CADH
 JT9278  HISTORY     - 19720101 GOOD             CA2330
 JT9278
 JT9278                          STATION DESCRIPTION
 JT9278
 JT9278'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT9278'ALONG ST. HELENA HIGHWAY, 1500 FT (457.2 M) NORTH OF SALVADOR, A
 JT9278'STANDARD STATE MONUMENT SET IN MEDIAN AT STATION 95+00 POT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0322 ***********************************************************************
 DC0322  DESIGNATION -  1164.3 USGS
 DC0322  PID         -  DC0322
 DC0322  STATE/COUNTY-  CA/SAN DIEGO
 DC0322  USGS QUAD   -  DULZURA (1988)
 DC0322
 DC0322                         *CURRENT SURVEY CONTROL
 DC0322  ___________________________________________________________________
 DC0322* NAD 83(1986)-  32 38 21.     (N)    116 46 07.     (W)     SCALED    
 DC0322* NAVD 88     -       355.43   (+/-2cm)    1166.1    (feet)  VERTCON   
 DC0322  ___________________________________________________________________
 DC0322  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DC0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0322
 DC0322.The horizontal coordinates were scaled from a topographic map and have
 DC0322.an estimated accuracy of +/- 6 seconds.
 DC0322
 DC0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0322.The vertical order pertains to the NGVD 29 superseded value.
 DC0322
 DC0322.The geoid height was determined by GEOID03.
 DC0322
 DC0322;                    North         East    Units  Estimated Accuracy
 DC0322;SPC CA 6     -   552,520.    1,951,340.      MT  (+/- 180 meters Scaled)
 DC0322
 DC0322                          SUPERSEDED SURVEY CONTROL
 DC0322
 DC0322  NGVD 29 (??/??/??)  354.744  (m)         1163.86   (f) ADJUSTED    2 0
 DC0322
 DC0322.Superseded values are not recommended for survey control.
 DC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0322.See file dsdata.txt to determine how the superseded data were derived.
 DC0322
 DC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS217113(NAD 83)
 DC0322_MARKER: Q = CHISELED SQUARE
 DC0322_SETTING: 80 = SET IN A BOULDER
 DC0322_SP_SET: BOULDER
 DC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0322+STABILITY: SURFACE MOTION
 DC0322
 DC0322  HISTORY     - Date     Condition        Report By
 DC0322  HISTORY     - UNK      MONUMENTED       USGS
 DC0322  HISTORY     - 1944     GOOD             NGS
 DC0322
 DC0322                          STATION DESCRIPTION
 DC0322
 DC0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0322'0.8 MI SE FROM DULZURA.
 DC0322'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 94 FROM THE POST
 DC0322'OFFICE AT DULZURA, 52 FEET NORTHWEST OF THE NORTH CORNER OF THE
 DC0322'NORTHWEST END OF BRIDGE NO. B-8.75, 18 FEET NORTHEAST OF
 DC0322'CENTER-LINE OF HIGHWAY, 3 FEET NORTHWEST OF A 18-INCH OAK TREE,
 DC0322'ABOUT 0.5 FOOT BELOW ROAD LEVEL.  A CHISELED SQUARE CUT ON TOP
 DC0322'OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9279 ***********************************************************************
 JT9279  DESIGNATION -  1166
 JT9279  PID         -  JT9279
 JT9279  STATE/COUNTY-  CA/NAPA
 JT9279  USGS QUAD   -  NAPA (1980)
 JT9279
 JT9279                         *CURRENT SURVEY CONTROL
 JT9279  ___________________________________________________________________
 JT9279* NAD 83(1986)-  38 20 06.     (N)    122 19 04.     (W)     SCALED    
 JT9279* NAVD 88     -        22.70   (+/-2cm)      74.5    (feet)  VERTCON   
 JT9279  ___________________________________________________________________
 JT9279  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JT9279  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9279
 JT9279.The horizontal coordinates were scaled from a topographic map and have
 JT9279.an estimated accuracy of +/- 6 seconds.
 JT9279
 JT9279.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9279.The vertical order pertains to the NGVD 29 superseded value.
 JT9279
 JT9279.The geoid height was determined by GEOID03.
 JT9279
 JT9279;                    North         East    Units  Estimated Accuracy
 JT9279;SPC CA 2     -   574,240.    1,972,220.      MT  (+/- 180 meters Scaled)
 JT9279
 JT9279                          SUPERSEDED SURVEY CONTROL
 JT9279
 JT9279  NGVD 29 (??/??/92)   21.898  (m)           71.84   (f) ADJ UNCH    2 2
 JT9279
 JT9279.Superseded values are not recommended for survey control.
 JT9279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9279.See file dsdata.txt to determine how the superseded data were derived.
 JT9279
 JT9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596432(NAD 83)
 JT9279_MARKER: B = BOLT
 JT9279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9279_SP_SET: HEADWALL
 JT9279_MARK LOGO: NONE  
 JT9279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9279+STABILITY: SURFACE MOTION
 JT9279
 JT9279  HISTORY     - Date     Condition        Report By
 JT9279  HISTORY     - 1971     MONUMENTED       CA2330
 JT9279
 JT9279                          STATION DESCRIPTION
 JT9279
 JT9279'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9279'ALONG EL CENTRO AVENUE, 550 FEET EAST, BY WAY EAST, NORTH OF SIDE ON
 JT9279'HEADWALL, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1630 ***********************************************************************
 HS1630  DESIGNATION -  1166
 HS1630  PID         -  HS1630
 HS1630  STATE/COUNTY-  CA/MERCED
 HS1630  USGS QUAD   -  TURNER RANCH (1976)
 HS1630
 HS1630                         *CURRENT SURVEY CONTROL
 HS1630  ___________________________________________________________________
 HS1630* NAD 83(1986)-  37 13 47.     (N)    120 43 29.     (W)     SCALED    
 HS1630* NAVD 88     -        28.18   (+/-2cm)      92.5    (feet)  VERTCON   
 HS1630  ___________________________________________________________________
 HS1630  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HS1630  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1630
 HS1630.The horizontal coordinates were scaled from a topographic map and have
 HS1630.an estimated accuracy of +/- 6 seconds.
 HS1630
 HS1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1630.The vertical order pertains to the NGVD 29 superseded value.
 HS1630
 HS1630.The geoid height was determined by GEOID03.
 HS1630
 HS1630;                    North         East    Units  Estimated Accuracy
 HS1630;SPC CA 3     -   581,010.    1,980,060.      MT  (+/- 180 meters Scaled)
 HS1630
 HS1630                          SUPERSEDED SURVEY CONTROL
 HS1630
 HS1630  NGVD 29 (??/??/92)   27.453  (m)           90.07   (f) ADJ UNCH    1 2
 HS1630
 HS1630.Superseded values are not recommended for survey control.
 HS1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1630.See file dsdata.txt to determine how the superseded data were derived.
 HS1630
 HS1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG018227(NAD 83)
 HS1630_MARKER: P = PIPE CAP
 HS1630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1630_STAMPING: 1166 WASH
 HS1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1630
 HS1630  HISTORY     - Date     Condition        Report By
 HS1630  HISTORY     - UNK      MONUMENTED       CGS
 HS1630  HISTORY     - 1965     GOOD             NGS
 HS1630
 HS1630                          STATION DESCRIPTION
 HS1630
 HS1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS1630'11.6 MI S FROM STEVINSON.
 HS1630'2.1 MILES SOUTH ALONG LANDER AVENUE FROM THE FIRE STATION AT
 HS1630'STEVINSON, THENCE 9.4 MILES SOUTHEAST ALONG A LEVEE ROAD, THENCE
 HS1630'0.1 MILE EAST ALONG A DIRT ROAD, IN R11E T8SD, IN THE SOUTHEAST
 HS1630'QUARTER OF SECTION 14, 0.15 MILE EAST OF BENCH MARK S 565, 24
 HS1630'FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE T JUNCTION OF
 HS1630'FENCES, 13 FEET NORTH OF THE NORTH END OF A WOODEN GATE, 3
 HS1630'FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A FENCE, AND RIVETED
 HS1630'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE
 HS1630'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0144 ***********************************************************************
 LU0144  DESIGNATION -  1166.83
 LU0144  PID         -  LU0144
 LU0144  STATE/COUNTY-  CA/SHASTA
 LU0144  USGS QUAD   -  O'BRIEN (1990)
 LU0144
 LU0144                         *CURRENT SURVEY CONTROL
 LU0144  ___________________________________________________________________
 LU0144* NAD 83(1986)-  40 45 24.     (N)    122 19 14.     (W)     SCALED    
 LU0144* NAVD 88     -       356.516  (meters)    1169.67   (feet)  ADJUSTED  
 LU0144  ___________________________________________________________________
 LU0144  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 LU0144  DYNAMIC HT  -         356.327 (meters)    1169.05  (feet)  COMP
 LU0144  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 LU0144
 LU0144  VERT ORDER  -  FIRST     CLASS II
 LU0144
 LU0144.The horizontal coordinates were scaled from a topographic map and have
 LU0144.an estimated accuracy of +/- 6 seconds.
 LU0144
 LU0144.The orthometric height was determined by differential leveling
 LU0144.and adjusted in June 1991.
 LU0144
 LU0144.The geoid height was determined by GEOID03.
 LU0144
 LU0144.The dynamic height is computed by dividing the NAVD 88
 LU0144.geopotential number by the normal gravity value computed on the
 LU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0144.degrees latitude (g = 980.6199 gals.).
 LU0144
 LU0144.The modeled gravity was interpolated from observed gravity values.
 LU0144
 LU0144;                    North         East    Units  Estimated Accuracy
 LU0144;SPC CA 1     -   658,090.    1,972,930.      MT  (+/- 180 meters Scaled)
 LU0144
 LU0144                          SUPERSEDED SURVEY CONTROL
 LU0144
 LU0144  NGVD 29 (??/??/56)  355.707  (m)         1167.02   (f) ADJ UNCH    1 2
 LU0144
 LU0144.Superseded values are not recommended for survey control.
 LU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0144.See file dsdata.txt to determine how the superseded data were derived.
 LU0144
 LU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL573119(NAD 83)
 LU0144_MARKER: DD = SURVEY DISK
 LU0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0144_SP_SET: CULVERT
 LU0144_STAMPING: 1166.83
 LU0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0144
 LU0144  HISTORY     - Date     Condition        Report By
 LU0144  HISTORY     - UNK      MONUMENTED       CADH
 LU0144  HISTORY     - 1943     GOOD             NGS
 LU0144  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0144
 LU0144                          STATION DESCRIPTION
 LU0144
 LU0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0144'5.9 MI N FROM PROJECT CITY.
 LU0144'5.9 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE
 LU0144'AT PROJECT CITY, SHASTA COUNTY, 0.1 MILE SOUTH OF THE PITT
 LU0144'RIVER BRIDGE, 3 FEET NORTHEAST OF WOODEN HIGHWAY MARKER 802+55,
 LU0144'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL,
 LU0144'AND 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A CALIFORNIA
 LU0144'DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1166.83.
 LU0144
 LU0144                          STATION RECOVERY (1988)
 LU0144
 LU0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0144'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION AND THE OLD
 LU0144'CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9280 ***********************************************************************
 JT9280  DESIGNATION -  1168
 JT9280  PID         -  JT9280
 JT9280  STATE/COUNTY-  CA/NAPA
 JT9280  USGS QUAD   -  NAPA (1980)
 JT9280
 JT9280                         *CURRENT SURVEY CONTROL
 JT9280  ___________________________________________________________________
 JT9280* NAD 83(1986)-  38 20 12.     (N)    122 18 46.     (W)     SCALED    
 JT9280* NAVD 88     -        21.95   (+/-2cm)      72.0    (feet)  VERTCON   
 JT9280  ___________________________________________________________________
 JT9280  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9280  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9280
 JT9280.The horizontal coordinates were scaled from a topographic map and have
 JT9280.an estimated accuracy of +/- 6 seconds.
 JT9280
 JT9280.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9280.The vertical order pertains to the NGVD 29 superseded value.
 JT9280
 JT9280.The geoid height was determined by GEOID03.
 JT9280
 JT9280;                    North         East    Units  Estimated Accuracy
 JT9280;SPC CA 2     -   574,420.    1,972,650.      MT  (+/- 180 meters Scaled)
 JT9280
 JT9280                          SUPERSEDED SURVEY CONTROL
 JT9280
 JT9280  NGVD 29 (??/??/92)   21.158  (m)           69.42   (f) ADJ UNCH    2 2
 JT9280
 JT9280.Superseded values are not recommended for survey control.
 JT9280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9280.See file dsdata.txt to determine how the superseded data were derived.
 JT9280
 JT9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH600433(NAD 83)
 JT9280_MARKER: B = BOLT
 JT9280_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9280+WITH SETTING: PAVEMENT
 JT9280_SP_SET: POLE BASE
 JT9280_MARK LOGO: NONE  
 JT9280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9280+STABILITY: SURFACE MOTION
 JT9280
 JT9280  HISTORY     - Date     Condition        Report By
 JT9280  HISTORY     - 1971     MONUMENTED       CA2330
 JT9280
 JT9280                          STATION DESCRIPTION
 JT9280
 JT9280'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9280'AT EL CENTRO SCHOOL, 15 FT (4.6 M) SOUTHEAST, A BRASS BOLT IN FLAG
 JT9280'POLE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0389 ***********************************************************************
 KT0389  DESIGNATION -  1168 USGS
 KT0389  PID         -  KT0389
 KT0389  STATE/COUNTY-  CA/COLUSA
 KT0389  USGS QUAD   -  WILBUR SPRINGS (1991)
 KT0389
 KT0389                         *CURRENT SURVEY CONTROL
 KT0389  ___________________________________________________________________
 KT0389* NAD 83(1986)-  39 00 47.     (N)    122 22 42.     (W)     SCALED    
 KT0389* NAVD 88     -       357.03   (+/-2cm)    1171.4    (feet)  VERTCON   
 KT0389  ___________________________________________________________________
 KT0389  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 KT0389  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0389
 KT0389.The horizontal coordinates were scaled from a topographic map and have
 KT0389.an estimated accuracy of +/- 6 seconds.
 KT0389
 KT0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0389.The vertical order pertains to the NGVD 29 superseded value.
 KT0389
 KT0389.The geoid height was determined by GEOID03.
 KT0389
 KT0389;                    North         East    Units  Estimated Accuracy
 KT0389;SPC CA 2     -   649,520.    1,967,240.      MT  (+/- 180 meters Scaled)
 KT0389
 KT0389                          SUPERSEDED SURVEY CONTROL
 KT0389
 KT0389  NGVD 29 (??/??/92)  356.190  (m)         1168.60   (f) ADJ UNCH    1 2
 KT0389
 KT0389.Superseded values are not recommended for survey control.
 KT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0389.See file dsdata.txt to determine how the superseded data were derived.
 KT0389
 KT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ538184(NAD 83)
 KT0389_MARKER: Q = CHISELED SQUARE
 KT0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0389_SP_SET: CULVERT
 KT0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0389
 KT0389  HISTORY     - Date     Condition        Report By
 KT0389  HISTORY     - UNK      MONUMENTED       USGS
 KT0389  HISTORY     - 1967     GOOD             NGS
 KT0389  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KT0389
 KT0389                          STATION DESCRIPTION
 KT0389
 KT0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0389'19.2 MI W FROM WILLIAMS.
 KT0389'19.25 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 KT0389'AT WILLIAMS, ON THE OUTSIDE OF A CURVE, IN THE TOP OF THE
 KT0389'CENTER OF THE SOUTH CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT
 KT0389'D-127+40, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KT0389'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 KT0389
 KT0389                          STATION RECOVERY (1989)
 KT0389
 KT0389'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0361 ***********************************************************************
 FT0361  DESIGNATION -  117
 FT0361  PID         -  FT0361
 FT0361  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0361  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0361
 FT0361                         *CURRENT SURVEY CONTROL
 FT0361  ___________________________________________________________________
 FT0361* NAD 83(1986)-  35 31 30.     (N)    117 12 57.     (W)     SCALED    
 FT0361* NAVD 88     -       690.244  (meters)    2264.58   (feet)  ADJUSTED  
 FT0361  ___________________________________________________________________
 FT0361  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FT0361  DYNAMIC HT  -         689.489 (meters)    2262.10  (feet)  COMP
 FT0361  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 FT0361
 FT0361  VERT ORDER  -  FIRST     CLASS II
 FT0361
 FT0361.The horizontal coordinates were scaled from a topographic map and have
 FT0361.an estimated accuracy of +/- 6 seconds.
 FT0361
 FT0361.The orthometric height was determined by differential leveling
 FT0361.and adjusted in June 1991.
 FT0361
 FT0361.The geoid height was determined by GEOID03.
 FT0361
 FT0361.The dynamic height is computed by dividing the NAVD 88
 FT0361.geopotential number by the normal gravity value computed on the
 FT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0361.degrees latitude (g = 980.6199 gals.).
 FT0361
 FT0361.The modeled gravity was interpolated from observed gravity values.
 FT0361
 FT0361;                    North         East    Units  Estimated Accuracy
 FT0361;SPC CA 5     -   724,910.    2,071,130.      MT  (+/- 180 meters Scaled)
 FT0361
 FT0361                          SUPERSEDED SURVEY CONTROL
 FT0361
 FT0361  NGVD 29 (??/??/92)  689.464  (m)         2262.02   (f) ADJ UNCH    1 2
 FT0361
 FT0361.Superseded values are not recommended for survey control.
 FT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0361.See file dsdata.txt to determine how the superseded data were derived.
 FT0361
 FT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV804312(NAD 83)
 FT0361_MARKER: DD = SURVEY DISK
 FT0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0361_STAMPING: BM 117 1950
 FT0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0361+STABILITY: SURFACE MOTION
 FT0361
 FT0361  HISTORY     - Date     Condition        Report By
 FT0361  HISTORY     - 1950     MONUMENTED       USN
 FT0361  HISTORY     - 1950     GOOD             NGS
 FT0361
 FT0361                          STATION DESCRIPTION
 FT0361
 FT0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0361'37 MI SE FROM RIDGECREST.
 FT0361'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0361'WASH, MOJAVE GUNNERY RANGE B 6.1 MILES NORTHEAST OF SIGN SANDORA
 FT0361'3.0 MILES EAST OF TRIANGULATION STATION FAR USGS 1945 24 FT SOUTH
 FT0361'OF THE CENTER LINE OF THE ROAD 4 FT SOUTH OF A PILE OF ROCKS.
 FT0361'THE STATION IS AN USN  BRONZE DISK SET IN AN 8 IN CONCRETE POST
 FT0361'PROJECTING 8 IN ABOVE THE GROUND AND IS STAMPED BM 117 1950.
 FT0361'DIRECTIONS TO REACH THE STATION MAY BE OBTAINED FROM RANGE
 FT0361'DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE TEST
 FT0361'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0831 ***********************************************************************
 EW0831  DESIGNATION -  117 1 LA CO
 EW0831  PID         -  EW0831
 EW0831  STATE/COUNTY-  CA/LOS ANGELES
 EW0831  USGS QUAD   -  ROSAMOND (1973)
 EW0831
 EW0831                         *CURRENT SURVEY CONTROL
 EW0831  ___________________________________________________________________
 EW0831* NAD 83(1986)-  34 49 16.     (N)    118 10 01.     (W)     SCALED    
 EW0831* NAVD 88     -       706.45   (+/-2cm)    2317.7    (feet)  VERTCON   
 EW0831  ___________________________________________________________________
 EW0831  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0831  VERT ORDER  -  THIRD (See Below)
 EW0831
 EW0831.The horizontal coordinates were scaled from a topographic map and have
 EW0831.an estimated accuracy of +/- 6 seconds.
 EW0831
 EW0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0831.The vertical order pertains to the NGVD 29 superseded value.
 EW0831
 EW0831.The geoid height was determined by GEOID03.
 EW0831
 EW0831;                    North         East    Units  Estimated Accuracy
 EW0831;SPC CA 5     -   646,560.    1,984,730.      MT  (+/- 180 meters Scaled)
 EW0831
 EW0831                          SUPERSEDED SURVEY CONTROL
 EW0831
 EW0831  NGVD 29 (??/??/??)  705.61   (m)         2315.0    (f) RESET       3  
 EW0831
 EW0831.Superseded values are not recommended for survey control.
 EW0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0831.See file dsdata.txt to determine how the superseded data were derived.
 EW0831
 EW0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU932538(NAD 83)
 EW0831_MARKER: DD = SURVEY DISK
 EW0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0831_STAMPING: BM 117-1 1961 5869
 EW0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0831+STABILITY: SURFACE MOTION
 EW0831
 EW0831  HISTORY     - Date     Condition        Report By
 EW0831  HISTORY     - 1961     MONUMENTED       CA-037
 EW0831  HISTORY     - 1968     GOOD             NGS
 EW0831
 EW0831                          STATION DESCRIPTION
 EW0831
 EW0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0831'8.5 MI N FROM LANCASTER.
 EW0831'LANCASTER, 8.5 MILES NORTHERLY OF POST OFFICE.  AVENUE A AND 20TH
 EW0831'STREET WEST, AT THE KERN COUNTY LINE ABOUT 0.5 MILE WEST OF
 EW0831'SIERRA HIGHWAY, 44.0 FEET SOUTH AND 39.0 FEET WEST OF THE CENTER
 EW0831'LINE INTERSECTION.  SET IN THE TOP OF A 12 INCH CONCRETE POST
 EW0831'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0843 ***********************************************************************
 EW0843  DESIGNATION -  117 10 A LA CO
 EW0843  PID         -  EW0843
 EW0843  STATE/COUNTY-  CA/LOS ANGELES
 EW0843  USGS QUAD   -  ROSAMOND (1973)
 EW0843
 EW0843                         *CURRENT SURVEY CONTROL
 EW0843  ___________________________________________________________________
 EW0843* NAD 83(1986)-  34 49 13.     (N)    118 14 15.     (W)     SCALED    
 EW0843* NAVD 88     -       726.69   (+/-2cm)    2384.1    (feet)  VERTCON   
 EW0843  ___________________________________________________________________
 EW0843  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0843  VERT ORDER  -  THIRD (See Below)
 EW0843
 EW0843.The horizontal coordinates were scaled from a topographic map and have
 EW0843.an estimated accuracy of +/- 6 seconds.
 EW0843
 EW0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0843.The vertical order pertains to the NGVD 29 superseded value.
 EW0843
 EW0843.The geoid height was determined by GEOID03.
 EW0843
 EW0843;                    North         East    Units  Estimated Accuracy
 EW0843;SPC CA 5     -   646,480.    1,978,270.      MT  (+/- 180 meters Scaled)
 EW0843
 EW0843                          SUPERSEDED SURVEY CONTROL
 EW0843
 EW0843  NGVD 29 (??/??/??)  725.85   (m)         2381.4    (f) RESET       3  
 EW0843
 EW0843.Superseded values are not recommended for survey control.
 EW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0843.See file dsdata.txt to determine how the superseded data were derived.
 EW0843
 EW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU868538(NAD 83)
 EW0843_MARKER: DD = SURVEY DISK
 EW0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0843_STAMPING: BM 117-10A 1961 5869
 EW0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0843+STABILITY: SURFACE MOTION
 EW0843
 EW0843  HISTORY     - Date     Condition        Report By
 EW0843  HISTORY     - 1961     MONUMENTED       CA-037
 EW0843  HISTORY     - 1961     GOOD             NGS
 EW0843
 EW0843                          STATION DESCRIPTION
 EW0843
 EW0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0843'7.3 MI SW FROM ROSAMOND.
 EW0843'4.3 MILES WEST ALONG ROSAMOND BOULEVARD FROM THE JUNCTION OF U.S.
 EW0843'HIGHWAY 6 AT ROSAMOND, THENCE 3.0 MILES SOUTH ALONG 60TH STREET
 EW0843'WEST, AT THE KERN-LOS ANGELES COUNTY LINE, AT THE INTERSECTION OF
 EW0843'AVENUE A, 65 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 29
 EW0843'FEET EAST OF THE CENTER LINE OF THE STREET, 27 FEET SOUTH OF POWER
 EW0843'LINE POLE 368404E, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 1/2
 EW0843'FEET HIGHER THAN THE STREET, AND SET IN THE TOP OF A CONCRETE
 EW0843'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0844 ***********************************************************************
 EW0844  DESIGNATION -  117 11 LA CO
 EW0844  PID         -  EW0844
 EW0844  STATE/COUNTY-  CA/LOS ANGELES
 EW0844  USGS QUAD   -  ROSAMOND (1973)
 EW0844
 EW0844                         *CURRENT SURVEY CONTROL
 EW0844  ___________________________________________________________________
 EW0844* NAD 83(1986)-  34 49 14.     (N)    118 14 48.     (W)     SCALED    
 EW0844* NAVD 88     -       729.03   (+/-2cm)    2391.8    (feet)  VERTCON   
 EW0844  ___________________________________________________________________
 EW0844  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0844  VERT ORDER  -  THIRD (See Below)
 EW0844
 EW0844.The horizontal coordinates were scaled from a topographic map and have
 EW0844.an estimated accuracy of +/- 6 seconds.
 EW0844
 EW0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0844.The vertical order pertains to the NGVD 29 superseded value.
 EW0844
 EW0844.The geoid height was determined by GEOID03.
 EW0844
 EW0844;                    North         East    Units  Estimated Accuracy
 EW0844;SPC CA 5     -   646,510.    1,977,440.      MT  (+/- 180 meters Scaled)
 EW0844
 EW0844                          SUPERSEDED SURVEY CONTROL
 EW0844
 EW0844  NGVD 29 (??/??/??)  728.19   (m)         2389.1    (f) RESET       3  
 EW0844
 EW0844.Superseded values are not recommended for survey control.
 EW0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0844.See file dsdata.txt to determine how the superseded data were derived.
 EW0844
 EW0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU859538(NAD 83)
 EW0844_MARKER: DD = SURVEY DISK
 EW0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0844_STAMPING: BM 117-11 1961 5869
 EW0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0844+STABILITY: SURFACE MOTION
 EW0844
 EW0844  HISTORY     - Date     Condition        Report By
 EW0844  HISTORY     - 1961     MONUMENTED       CA-037
 EW0844  HISTORY     - 1968     GOOD             NGS
 EW0844
 EW0844                          STATION DESCRIPTION
 EW0844
 EW0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0844'10.4 MI NNW FROM LANCASTER.
 EW0844'LANCASTER, 10.4 MILES NORTH-NORTHWESTERLY OF POST OFFICE.
 EW0844'AVENUE A AND 65TH STREET WEST, AT THE KERN COUNTY LINE, ABOUT
 EW0844'0.6 MILE WEST OF 60TH STREET WEST, 63.5 FEET WEST AND 31.3 FEET
 EW0844'SOUTH OF THE APPROXIMATE CENTER LINE INTERSECTION, 32.5 FEET
 EW0844'EAST OF POWER POLE NO. 1021750E.  SET IN THE TOP OF A 12 INCH
 EW0844'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0884 ***********************************************************************
 EW0884  DESIGNATION -  117 12 LA CO
 EW0884  PID         -  EW0884
 EW0884  STATE/COUNTY-  CA/LOS ANGELES
 EW0884  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0884
 EW0884                         *CURRENT SURVEY CONTROL
 EW0884  ___________________________________________________________________
 EW0884* NAD 83(1986)-  34 49 14.     (N)    118 15 18.     (W)     SCALED    
 EW0884* NAVD 88     -       732.26   (+/-2cm)    2402.4    (feet)  VERTCON   
 EW0884  ___________________________________________________________________
 EW0884  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0884  VERT ORDER  -  THIRD (See Below)
 EW0884
 EW0884.The horizontal coordinates were scaled from a topographic map and have
 EW0884.an estimated accuracy of +/- 6 seconds.
 EW0884
 EW0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0884.The vertical order pertains to the NGVD 29 superseded value.
 EW0884
 EW0884.The geoid height was determined by GEOID03.
 EW0884
 EW0884;                    North         East    Units  Estimated Accuracy
 EW0884;SPC CA 5     -   646,510.    1,976,670.      MT  (+/- 180 meters Scaled)
 EW0884
 EW0884                          SUPERSEDED SURVEY CONTROL
 EW0884
 EW0884  NGVD 29 (??/??/??)  731.42   (m)         2399.7    (f) RESET       3  
 EW0884
 EW0884.Superseded values are not recommended for survey control.
 EW0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0884.See file dsdata.txt to determine how the superseded data were derived.
 EW0884
 EW0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU852538(NAD 83)
 EW0884_MARKER: DD = SURVEY DISK
 EW0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0884_STAMPING: BM 117-12 1961 5869
 EW0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0884+STABILITY: SURFACE MOTION
 EW0884
 EW0884  HISTORY     - Date     Condition        Report By
 EW0884  HISTORY     - 1961     MONUMENTED       CA-037
 EW0884  HISTORY     - 1968     GOOD             NGS
 EW0884
 EW0884                          STATION DESCRIPTION
 EW0884
 EW0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0884'10.6 MI NNW FROM LANCASTER.
 EW0884'LANCASTER, 10.6 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0884'A AND 70TH STREET WEST AT THE KERN COUNTY LINE ABOUT 1.05 MILES
 EW0884'WEST OF 60TH STREET WEST, 130.0 FEET SOUTHWEST OF POWER POLE
 EW0884'NO. 1403730E, 119.5 FEET SOUTH AND 31.5 FEET WEST OF THE CENTER
 EW0884'LINE INTERSECTION, 98.5 FEET SOUTHEAST OF POWER POLE NO. 1048483E,
 EW0884'34.0 FEET SOUTHERLY OF POWER POLE NO. 1117691E.  SET IN THE
 EW0884'TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 EW0884'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0885 ***********************************************************************
 EW0885  DESIGNATION -  117 13 LA CO
 EW0885  PID         -  EW0885
 EW0885  STATE/COUNTY-  CA/LOS ANGELES
 EW0885  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0885
 EW0885                         *CURRENT SURVEY CONTROL
 EW0885  ___________________________________________________________________
 EW0885* NAD 83(1986)-  34 49 14.     (N)    118 15 49.     (W)     SCALED    
 EW0885* NAVD 88     -       734.48   (+/-2cm)    2409.7    (feet)  VERTCON   
 EW0885  ___________________________________________________________________
 EW0885  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0885  VERT ORDER  -  THIRD (See Below)
 EW0885
 EW0885.The horizontal coordinates were scaled from a topographic map and have
 EW0885.an estimated accuracy of +/- 6 seconds.
 EW0885
 EW0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0885.The vertical order pertains to the NGVD 29 superseded value.
 EW0885
 EW0885.The geoid height was determined by GEOID03.
 EW0885
 EW0885;                    North         East    Units  Estimated Accuracy
 EW0885;SPC CA 5     -   646,510.    1,975,890.      MT  (+/- 180 meters Scaled)
 EW0885
 EW0885                          SUPERSEDED SURVEY CONTROL
 EW0885
 EW0885  NGVD 29 (??/??/??)  733.64   (m)         2407.0    (f) RESET       3  
 EW0885
 EW0885.Superseded values are not recommended for survey control.
 EW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0885.See file dsdata.txt to determine how the superseded data were derived.
 EW0885
 EW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU844538(NAD 83)
 EW0885_MARKER: DD = SURVEY DISK
 EW0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0885_STAMPING: BM 117-13 1961 5869
 EW0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0885+STABILITY: SURFACE MOTION
 EW0885
 EW0885  HISTORY     - Date     Condition        Report By
 EW0885  HISTORY     - 1961     MONUMENTED       CA-037
 EW0885  HISTORY     - 1968     GOOD             NGS
 EW0885
 EW0885                          STATION DESCRIPTION
 EW0885
 EW0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0885'10.8 MI NNW FROM LANCASTER.
 EW0885'LANCASTER, 10.8 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0885'A AND 75TH STREET WEST, AT THE KERN COUNTY LINE ABOUT 1.55
 EW0885'MILES WEST OF 60TH STREET WEST, 103.0 FEET SOUTH AND 26.5 FEET
 EW0885'WEST OF THE CENTER LINE INTERSECTION, 30.0 FEET SOUTH-SOUTHEASTERLY
 EW0885'OF TELEPHONE POLE NO. K6243Y.  SET IN THE TOP OF A 12 INCH
 EW0885'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0886 ***********************************************************************
 EW0886  DESIGNATION -  117 14 LA CO
 EW0886  PID         -  EW0886
 EW0886  STATE/COUNTY-  CA/LOS ANGELES
 EW0886  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0886
 EW0886                         *CURRENT SURVEY CONTROL
 EW0886  ___________________________________________________________________
 EW0886* NAD 83(1986)-  34 49 13.     (N)    118 16 21.     (W)     SCALED    
 EW0886* NAVD 88     -       736.66   (+/-2cm)    2416.9    (feet)  VERTCON   
 EW0886  ___________________________________________________________________
 EW0886  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EW0886  VERT ORDER  -  THIRD (See Below)
 EW0886
 EW0886.The horizontal coordinates were scaled from a topographic map and have
 EW0886.an estimated accuracy of +/- 6 seconds.
 EW0886
 EW0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0886.The vertical order pertains to the NGVD 29 superseded value.
 EW0886
 EW0886.The geoid height was determined by GEOID03.
 EW0886
 EW0886;                    North         East    Units  Estimated Accuracy
 EW0886;SPC CA 5     -   646,490.    1,975,070.      MT  (+/- 180 meters Scaled)
 EW0886
 EW0886                          SUPERSEDED SURVEY CONTROL
 EW0886
 EW0886  NGVD 29 (??/??/??)  735.83   (m)         2414.1    (f) RESET       3  
 EW0886
 EW0886.Superseded values are not recommended for survey control.
 EW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0886.See file dsdata.txt to determine how the superseded data were derived.
 EW0886
 EW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU836538(NAD 83)
 EW0886_MARKER: DD = SURVEY DISK
 EW0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0886_STAMPING: BM 117-14 1961 5869
 EW0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0886+STABILITY: SURFACE MOTION
 EW0886
 EW0886  HISTORY     - Date     Condition        Report By
 EW0886  HISTORY     - 1961     MONUMENTED       CA-037
 EW0886  HISTORY     - 1968     GOOD             NGS
 EW0886
 EW0886                          STATION DESCRIPTION
 EW0886
 EW0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0886'11.1 MI NW FROM LANCASTER.
 EW0886'LANCASTER, 11.1 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0886'A AND 80TH STREET WEST, AT THE KERN COUNTY LINE, 104.0 FEET
 EW0886'EAST AND 27.5 FEET SOUTH OF THE APPROXIMATE CENTER LINE
 EW0886'INTERSECTION, 94.0 FEET NORTHWESTERLY OF POWER POLE NO. 368573E,
 EW0886'42.0 FEET EAST-NORTHEASTERLY OF POWER POLE NO. 1021969E.  SET
 EW0886'IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW0886'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0888 ***********************************************************************
 EW0888  DESIGNATION -  117 16 LA CO
 EW0888  PID         -  EW0888
 EW0888  STATE/COUNTY-  CA/LOS ANGELES
 EW0888  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0888
 EW0888                         *CURRENT SURVEY CONTROL
 EW0888  ___________________________________________________________________
 EW0888* NAD 83(1986)-  34 49 13.     (N)    118 17 25.     (W)     SCALED    
 EW0888* NAVD 88     -       742.44   (+/-2cm)    2435.8    (feet)  VERTCON   
 EW0888  ___________________________________________________________________
 EW0888  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EW0888  VERT ORDER  -  THIRD (See Below)
 EW0888
 EW0888.The horizontal coordinates were scaled from a topographic map and have
 EW0888.an estimated accuracy of +/- 6 seconds.
 EW0888
 EW0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0888.The vertical order pertains to the NGVD 29 superseded value.
 EW0888
 EW0888.The geoid height was determined by GEOID03.
 EW0888
 EW0888;                    North         East    Units  Estimated Accuracy
 EW0888;SPC CA 5     -   646,490.    1,973,450.      MT  (+/- 180 meters Scaled)
 EW0888
 EW0888                          SUPERSEDED SURVEY CONTROL
 EW0888
 EW0888  NGVD 29 (??/??/??)  741.60   (m)         2433.1    (f) RESET       3  
 EW0888
 EW0888.Superseded values are not recommended for survey control.
 EW0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0888.See file dsdata.txt to determine how the superseded data were derived.
 EW0888
 EW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU820538(NAD 83)
 EW0888_MARKER: DD = SURVEY DISK
 EW0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0888_STAMPING: BM 117-16 1961 5869
 EW0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0888+STABILITY: SURFACE MOTION
 EW0888
 EW0888  HISTORY     - Date     Condition        Report By
 EW0888  HISTORY     - 1961     MONUMENTED       CA-037
 EW0888  HISTORY     - 1968     GOOD             NGS
 EW0888
 EW0888                          STATION DESCRIPTION
 EW0888
 EW0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0888'12 MI NW FROM LANCASTER.
 EW0888'LANCASTER, 12.0 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE A AND
 EW0888'90TH STREET WEST, AT THE KERN COUNTY LINE ABOUT 7.7 MILES WEST
 EW0888'OF SIERRA HIGHWAY, 83.5 FEET SOUTH OF 23.0 FEET EAST OF THE
 EW0888'CENTERLINE INTERSECTION, 56.5 FEET SOUTHEASTERLY OF TELEPHONE POLE
 EW0888'NO. K5542Y, 40.0 FEET SOUTHERLY OF POWER POLE NO. 8437112E.  SET
 EW0888'IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW0888'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0889 ***********************************************************************
 EW0889  DESIGNATION -  117 17 LA CO
 EW0889  PID         -  EW0889
 EW0889  STATE/COUNTY-  CA/LOS ANGELES
 EW0889  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0889
 EW0889                         *CURRENT SURVEY CONTROL
 EW0889  ___________________________________________________________________
 EW0889* NAD 83(1986)-  34 49 13.     (N)    118 17 56.     (W)     SCALED    
 EW0889* NAVD 88     -       745.92   (+/-2cm)    2447.2    (feet)  VERTCON   
 EW0889  ___________________________________________________________________
 EW0889  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0889  VERT ORDER  -  THIRD (See Below)
 EW0889
 EW0889.The horizontal coordinates were scaled from a topographic map and have
 EW0889.an estimated accuracy of +/- 6 seconds.
 EW0889
 EW0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0889.The vertical order pertains to the NGVD 29 superseded value.
 EW0889
 EW0889.The geoid height was determined by GEOID03.
 EW0889
 EW0889;                    North         East    Units  Estimated Accuracy
 EW0889;SPC CA 5     -   646,490.    1,972,660.      MT  (+/- 180 meters Scaled)
 EW0889
 EW0889                          SUPERSEDED SURVEY CONTROL
 EW0889
 EW0889  NGVD 29 (??/??/??)  745.08   (m)         2444.5    (f) RESET       3  
 EW0889
 EW0889.Superseded values are not recommended for survey control.
 EW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0889.See file dsdata.txt to determine how the superseded data were derived.
 EW0889
 EW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU812538(NAD 83)
 EW0889_MARKER: DD = SURVEY DISK
 EW0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0889_STAMPING: BM 117-16 1961 5869
 EW0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0889+STABILITY: SURFACE MOTION
 EW0889
 EW0889  HISTORY     - Date     Condition        Report By
 EW0889  HISTORY     - 1961     MONUMENTED       CA-037
 EW0889  HISTORY     - 1968     GOOD             NGS
 EW0889
 EW0889                          STATION DESCRIPTION
 EW0889
 EW0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0889'12.2 MI NW FROM LANCASTER.
 EW0889'LANCASTER, 12.2 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE A,
 EW0889'AT THE KERN COUNTY LINE ABOUT 0.5 MILE WEST OF 90TH STREET WEST,
 EW0889'76.5 FEET NORTHEASTERLY OF AN 8 FOOT CONCRETE IRRIGATION STANDPIPE
 EW0889'AND VALVES, 155.0 FEET WESTERLY OF POWER POLE NO. 1001675E, 52.5
 EW0889'FEET EASTERLY OF POWER POLE NO. 673919E, 27.0 FEET SOUTH OF THE
 EW0889'CENTER LINE OF AVENUE A, 2.5 FEET NORTH OF A WOVEN WIRE FENCE.  SET
 EW0889'IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW0889'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0890 ***********************************************************************
 EW0890  DESIGNATION -  117 18 LA CO
 EW0890  PID         -  EW0890
 EW0890  STATE/COUNTY-  CA/LOS ANGELES
 EW0890  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0890
 EW0890                         *CURRENT SURVEY CONTROL
 EW0890  ___________________________________________________________________
 EW0890* NAD 83(1986)-  34 49 13.     (N)    118 18 30.     (W)     SCALED    
 EW0890* NAVD 88     -       750.53   (+/-2cm)    2462.4    (feet)  VERTCON   
 EW0890  ___________________________________________________________________
 EW0890  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0890  VERT ORDER  -  THIRD (See Below)
 EW0890
 EW0890.The horizontal coordinates were scaled from a topographic map and have
 EW0890.an estimated accuracy of +/- 6 seconds.
 EW0890
 EW0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0890.The vertical order pertains to the NGVD 29 superseded value.
 EW0890
 EW0890.The geoid height was determined by GEOID03.
 EW0890
 EW0890;                    North         East    Units  Estimated Accuracy
 EW0890;SPC CA 5     -   646,500.    1,971,790.      MT  (+/- 180 meters Scaled)
 EW0890
 EW0890                          SUPERSEDED SURVEY CONTROL
 EW0890
 EW0890  NGVD 29 (??/??/??)  749.69   (m)         2459.6    (f) RESET       3  
 EW0890
 EW0890.Superseded values are not recommended for survey control.
 EW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0890.See file dsdata.txt to determine how the superseded data were derived.
 EW0890
 EW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU803538(NAD 83)
 EW0890_MARKER: DD = SURVEY DISK
 EW0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0890_STAMPING: BM 117-18 1961 5869
 EW0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0890+STABILITY: SURFACE MOTION
 EW0890
 EW0890  HISTORY     - Date     Condition        Report By
 EW0890  HISTORY     - 1961     MONUMENTED       CA-037
 EW0890  HISTORY     - 1968     GOOD             NGS
 EW0890
 EW0890                          STATION DESCRIPTION
 EW0890
 EW0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0890'12.6 MI NW FROM LANCASTER.
 EW0890'LANCASTER, 12.6 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE A AND
 EW0890'100TH STREET WEST AT THE KERN COUNTY LINE, ABOUT 1.05 MILES WEST
 EW0890'OF 90TH STREET WEST, 105.0 FEET EAST AND 28.5 FEET SOUTH OF THE
 EW0890'CENTER LINE INTERSECTION, 91.0 FEET EAST-NORTHEASTERLY OF POWER
 EW0890'POLE NO. 699780E, 82.0 FEET SOUTHEASTERLY OF TELEPHONE POLE NO.
 EW0890'27-45.  SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT
 EW0890'6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0891 ***********************************************************************
 EW0891  DESIGNATION -  117 19 LA CO
 EW0891  PID         -  EW0891
 EW0891  STATE/COUNTY-  CA/LOS ANGELES
 EW0891  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0891
 EW0891                         *CURRENT SURVEY CONTROL
 EW0891  ___________________________________________________________________
 EW0891* NAD 83(1986)-  34 49 13.     (N)    118 19 02.     (W)     SCALED    
 EW0891* NAVD 88     -       754.74   (+/-2cm)    2476.2    (feet)  VERTCON   
 EW0891  ___________________________________________________________________
 EW0891  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0891  VERT ORDER  -  THIRD (See Below)
 EW0891
 EW0891.The horizontal coordinates were scaled from a topographic map and have
 EW0891.an estimated accuracy of +/- 6 seconds.
 EW0891
 EW0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0891.The vertical order pertains to the NGVD 29 superseded value.
 EW0891
 EW0891.The geoid height was determined by GEOID03.
 EW0891
 EW0891;                    North         East    Units  Estimated Accuracy
 EW0891;SPC CA 5     -   646,500.    1,970,980.      MT  (+/- 180 meters Scaled)
 EW0891
 EW0891                          SUPERSEDED SURVEY CONTROL
 EW0891
 EW0891  NGVD 29 (??/??/??)  753.90   (m)         2473.4    (f) RESET       3  
 EW0891
 EW0891.Superseded values are not recommended for survey control.
 EW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0891.See file dsdata.txt to determine how the superseded data were derived.
 EW0891
 EW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU795539(NAD 83)
 EW0891_MARKER: DD = SURVEY DISK
 EW0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0891_STAMPING: BM 117-19 1961 5869
 EW0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0891+STABILITY: SURFACE MOTION
 EW0891
 EW0891  HISTORY     - Date     Condition        Report By
 EW0891  HISTORY     - 1961     MONUMENTED       CA-037
 EW0891  HISTORY     - 1968     GOOD             NGS
 EW0891
 EW0891                          STATION DESCRIPTION
 EW0891
 EW0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0891'13 MI NW FROM LANCASTER.
 EW0891'LANCASTER, 13.0 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE A,
 EW0891'AT THE KERN COUNTY LINE ABOUT 1.5 MILES WEST OF 90TH STREET WEST,
 EW0891'147.7 FEET EAST OF THE EAST SIDE OF HOUSE NO. 10462 PRODUCED,
 EW0891'79.0 FEET WEST-NORTHWESTERLY OF POWER POLE NO. 917797E, 63.0 FEET
 EW0891'EAST OF A 30 INCH PINE TREE, 29.0 FEET SOUTH OF THE CENTER LINE
 EW0891'OF AVENUE A.  SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING
 EW0891'ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0833 ***********************************************************************
 EW0833  DESIGNATION -  117 2 B LA CO
 EW0833  PID         -  EW0833
 EW0833  STATE/COUNTY-  CA/LOS ANGELES
 EW0833  USGS QUAD   -  ROSAMOND (1973)
 EW0833
 EW0833                         *CURRENT SURVEY CONTROL
 EW0833  ___________________________________________________________________
 EW0833* NAD 83(1986)-  34 49 13.     (N)    118 10 29.     (W)     SCALED    
 EW0833* NAVD 88     -       708.04   (+/-2cm)    2323.0    (feet)  VERTCON   
 EW0833  ___________________________________________________________________
 EW0833  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0833  VERT ORDER  -  THIRD (See Below)
 EW0833
 EW0833.The horizontal coordinates were scaled from a topographic map and have
 EW0833.an estimated accuracy of +/- 6 seconds.
 EW0833
 EW0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0833.The vertical order pertains to the NGVD 29 superseded value.
 EW0833
 EW0833.The geoid height was determined by GEOID03.
 EW0833
 EW0833;                    North         East    Units  Estimated Accuracy
 EW0833;SPC CA 5     -   646,470.    1,984,020.      MT  (+/- 180 meters Scaled)
 EW0833
 EW0833                          SUPERSEDED SURVEY CONTROL
 EW0833
 EW0833  NGVD 29 (??/??/??)  707.20   (m)         2320.2    (f) RESET       3  
 EW0833
 EW0833.Superseded values are not recommended for survey control.
 EW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0833.See file dsdata.txt to determine how the superseded data were derived.
 EW0833
 EW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU925537(NAD 83)
 EW0833_MARKER: DD = SURVEY DISK
 EW0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0833_STAMPING: BM 117-2B 1967 5869
 EW0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0833+STABILITY: SURFACE MOTION
 EW0833
 EW0833  HISTORY     - Date     Condition        Report By
 EW0833  HISTORY     - 1967     MONUMENTED       CA-037
 EW0833  HISTORY     - 1968     GOOD             NGS
 EW0833
 EW0833                          STATION DESCRIPTION
 EW0833
 EW0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0833'8.6 MI N FROM LANCASTER.
 EW0833'LANCASTER, 8.6 MILES NORTHERLY OF POST OFFICE.  AVENUE A, AT THE
 EW0833'KERN COUNTY LINE ABOUT 0.4 MILE WEST OF 20TH STREET WEST, 34.0
 EW0833'FEET SOUTH OF THE CENTER LINE OF AVENUE A, 4.0 FEET SOUTH AND
 EW0833'3.2 FEET EAST OF A BARBED WIRE FENCE CORNER.  SET IN THE TOP OF
 EW0833'A 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 EW0833'GROUND.  A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE
 EW0833'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0892 ***********************************************************************
 EW0892  DESIGNATION -  117 20 LA CO
 EW0892  PID         -  EW0892
 EW0892  STATE/COUNTY-  CA/LOS ANGELES
 EW0892  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0892
 EW0892                         *CURRENT SURVEY CONTROL
 EW0892  ___________________________________________________________________
 EW0892* NAD 83(1986)-  34 49 12.     (N)    118 19 34.     (W)     SCALED    
 EW0892* NAVD 88     -       758.59   (+/-2cm)    2488.8    (feet)  VERTCON   
 EW0892  ___________________________________________________________________
 EW0892  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0892  VERT ORDER  -  THIRD (See Below)
 EW0892
 EW0892.The horizontal coordinates were scaled from a topographic map and have
 EW0892.an estimated accuracy of +/- 6 seconds.
 EW0892
 EW0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0892.The vertical order pertains to the NGVD 29 superseded value.
 EW0892
 EW0892.The geoid height was determined by GEOID03.
 EW0892
 EW0892;                    North         East    Units  Estimated Accuracy
 EW0892;SPC CA 5     -   646,470.    1,970,170.      MT  (+/- 180 meters Scaled)
 EW0892
 EW0892                          SUPERSEDED SURVEY CONTROL
 EW0892
 EW0892  NGVD 29 (??/??/??)  757.75   (m)         2486.1    (f) RESET       3  
 EW0892
 EW0892.Superseded values are not recommended for survey control.
 EW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0892.See file dsdata.txt to determine how the superseded data were derived.
 EW0892
 EW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU787538(NAD 83)
 EW0892_MARKER: DD = SURVEY DISK
 EW0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0892_STAMPING: BM 117-20 1961 5869
 EW0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0892+STABILITY: SURFACE MOTION
 EW0892
 EW0892  HISTORY     - Date     Condition        Report By
 EW0892  HISTORY     - 1961     MONUMENTED       CA-037
 EW0892  HISTORY     - 1968     GOOD             NGS
 EW0892
 EW0892                          STATION DESCRIPTION
 EW0892
 EW0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0892'13.4 MI NW FROM LANCASTER.
 EW0892'LANCASTER, 13.4 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE A AND
 EW0892'110TH STREET WEST, AT THE KERN COUNTY LINE, 114.7 FEET EASTERLY
 EW0892'OF POWER POLE NO. 1222730E, 93.5 FEET SOUTHEASTERLY OF POWER POLE
 EW0892'NO. 1222731E, 77.0 FEET EAST AND 29.0 FEET SOUTH OF THE APPROXIMATE
 EW0892'CENTER LINE INTERSECTION.  SET IN THE TOP OF A 12 INCH CONCRETE
 EW0892'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0893 ***********************************************************************
 EW0893  DESIGNATION -  117 21 LA CO
 EW0893  PID         -  EW0893
 EW0893  STATE/COUNTY-  CA/LOS ANGELES
 EW0893  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0893
 EW0893                         *CURRENT SURVEY CONTROL
 EW0893  ___________________________________________________________________
 EW0893* NAD 83(1986)-  34 49 11.     (N)    118 20 05.     (W)     SCALED    
 EW0893* NAVD 88     -       761.76   (+/-2cm)    2499.2    (feet)  VERTCON   
 EW0893  ___________________________________________________________________
 EW0893  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0893  VERT ORDER  -  THIRD (See Below)
 EW0893
 EW0893.The horizontal coordinates were scaled from a topographic map and have
 EW0893.an estimated accuracy of +/- 6 seconds.
 EW0893
 EW0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0893.The vertical order pertains to the NGVD 29 superseded value.
 EW0893
 EW0893.The geoid height was determined by GEOID03.
 EW0893
 EW0893;                    North         East    Units  Estimated Accuracy
 EW0893;SPC CA 5     -   646,440.    1,969,380.      MT  (+/- 180 meters Scaled)
 EW0893
 EW0893                          SUPERSEDED SURVEY CONTROL
 EW0893
 EW0893  NGVD 29 (??/??/??)  760.92   (m)         2496.5    (f) RESET       3  
 EW0893
 EW0893.Superseded values are not recommended for survey control.
 EW0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0893.See file dsdata.txt to determine how the superseded data were derived.
 EW0893
 EW0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU779538(NAD 83)
 EW0893_MARKER: DD = SURVEY DISK
 EW0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0893_STAMPING: BM 117-21 1961 5869
 EW0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0893+STABILITY: SURFACE MOTION
 EW0893
 EW0893  HISTORY     - Date     Condition        Report By
 EW0893  HISTORY     - 1961     MONUMENTED       CA-037
 EW0893  HISTORY     - 1968     GOOD             NGS
 EW0893
 EW0893                          STATION DESCRIPTION
 EW0893
 EW0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0893'13.8 MI NW FROM LANCASTER.
 EW0893'LANCASTER, 13.8 MILES NORTHWESTERLY OF POST OFFICE.  AVENUE A, AT
 EW0893'THE KERN COUNTY LINE ABOUT 2.55 MILES WEST OF 90TH STREET WEST,
 EW0893'96.0 FEET SOUTHERLY OF AN UNNUMBERED POWER POLE, 21.8 FEET SOUTH OF
 EW0893'THE CENTERLINE OF AVENUE A, 20.4 FEET WESTERLY OF POWER POLE NO.
 EW0893'778078E, OPPOSITE A DIRT RANCH ROAD LEADING NORTH.  SET IN THE TOP
 EW0893'OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0893'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0894 ***********************************************************************
 EW0894  DESIGNATION -  117 22 LA CO
 EW0894  PID         -  EW0894
 EW0894  STATE/COUNTY-  CA/LOS ANGELES
 EW0894  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0894
 EW0894                         *CURRENT SURVEY CONTROL
 EW0894  ___________________________________________________________________
 EW0894* NAD 83(1986)-  34 49 10.     (N)    118 20 37.     (W)     SCALED    
 EW0894* NAVD 88     -       765.95   (+/-2cm)    2513.0    (feet)  VERTCON   
 EW0894  ___________________________________________________________________
 EW0894  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0894  VERT ORDER  -  THIRD (See Below)
 EW0894
 EW0894.The horizontal coordinates were scaled from a topographic map and have
 EW0894.an estimated accuracy of +/- 6 seconds.
 EW0894
 EW0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0894.The vertical order pertains to the NGVD 29 superseded value.
 EW0894
 EW0894.The geoid height was determined by GEOID03.
 EW0894
 EW0894;                    North         East    Units  Estimated Accuracy
 EW0894;SPC CA 5     -   646,410.    1,968,570.      MT  (+/- 180 meters Scaled)
 EW0894
 EW0894                          SUPERSEDED SURVEY CONTROL
 EW0894
 EW0894  NGVD 29 (??/??/??)  765.10   (m)         2510.2    (f) RESET       3  
 EW0894
 EW0894.Superseded values are not recommended for survey control.
 EW0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0894.See file dsdata.txt to determine how the superseded data were derived.
 EW0894
 EW0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU771538(NAD 83)
 EW0894_MARKER: DD = SURVEY DISK
 EW0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0894_STAMPING: BM 117-22 1961 5869
 EW0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0894+STABILITY: SURFACE MOTION
 EW0894
 EW0894  HISTORY     - Date     Condition        Report By
 EW0894  HISTORY     - 1961     MONUMENTED       CA-037
 EW0894  HISTORY     - 1968     GOOD             NGS
 EW0894
 EW0894                          STATION DESCRIPTION
 EW0894
 EW0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0894'14.3 MI WNW FROM LANCASTER.
 EW0894'LANCASTER, 14.3 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A
 EW0894'AND 120TH STREET WEST, AT THE KERN COUNTY LINE, ABOUT 3.05 MILES
 EW0894'WEST OF 90TH STREET WEST, ABOUT 216 FEET WEST-NORTHWESTERLY OF THE
 EW0894'NORTH LEG OF CITY OF LOS ANGELES, DEPARTMENT OF WATER AND POWER
 EW0894'TOWER NO. 209-4, ABOUT 155 FEET WEST OF THE CENTER OF 120TH STREET
 EW0894'WEST, 80.4 FEET WEST OF POWER POLE NO. 778086E, 16.0 FEET SOUTH OF
 EW0894'THE SOUTH EDGE OF THE PAVEMENT OF AVENUE A.  SET IN THE TOP OF A
 EW0894'12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0895 ***********************************************************************
 EW0895  DESIGNATION -  117 23 LA CO
 EW0895  PID         -  EW0895
 EW0895  STATE/COUNTY-  CA/LOS ANGELES
 EW0895  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0895
 EW0895                         *CURRENT SURVEY CONTROL
 EW0895  ___________________________________________________________________
 EW0895* NAD 83(1986)-  34 49 10.     (N)    118 21 09.     (W)     SCALED    
 EW0895* NAVD 88     -       769.83   (+/-2cm)    2525.7    (feet)  VERTCON   
 EW0895  ___________________________________________________________________
 EW0895  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0895  VERT ORDER  -  THIRD (See Below)
 EW0895
 EW0895.The horizontal coordinates were scaled from a topographic map and have
 EW0895.an estimated accuracy of +/- 6 seconds.
 EW0895
 EW0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0895.The vertical order pertains to the NGVD 29 superseded value.
 EW0895
 EW0895.The geoid height was determined by GEOID03.
 EW0895
 EW0895;                    North         East    Units  Estimated Accuracy
 EW0895;SPC CA 5     -   646,420.    1,967,750.      MT  (+/- 180 meters Scaled)
 EW0895
 EW0895                          SUPERSEDED SURVEY CONTROL
 EW0895
 EW0895  NGVD 29 (??/??/??)  768.98   (m)         2522.9    (f) RESET       3  
 EW0895
 EW0895.Superseded values are not recommended for survey control.
 EW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0895.See file dsdata.txt to determine how the superseded data were derived.
 EW0895
 EW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU763538(NAD 83)
 EW0895_MARKER: DD = SURVEY DISK
 EW0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0895_STAMPING: BM 117-23 1961 5869
 EW0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0895+STABILITY: SURFACE MOTION
 EW0895
 EW0895  HISTORY     - Date     Condition        Report By
 EW0895  HISTORY     - 1961     MONUMENTED       CA-037
 EW0895  HISTORY     - 1968     GOOD             NGS
 EW0895
 EW0895                          STATION DESCRIPTION
 EW0895
 EW0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0895'14.6 MI WNW FROM LANCASTER.
 EW0895'LANCASTER, 14.6 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A,
 EW0895'AT THE KERN COUNTY LINE ABOUT 0.5 MILE WEST OF THE TRANSMISSION
 EW0895'LINE AT 120TH STREET WEST, 80.5 FEET WEST OF THE PRODUCED LINE OF
 EW0895'A BARBED WIRE FENCE ON THE NORTH SIDE OF AVENUE A, 19.0 FEET SOUTH
 EW0895'OF THE SOUTH EDGE OF THE PAVEMENT OF AVENUE A.  SET IN THE TOP OF
 EW0895'A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0895'A 2 INCH DIAMETER PIPE MARKER IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0896 ***********************************************************************
 EW0896  DESIGNATION -  117 24 LA CO
 EW0896  PID         -  EW0896
 EW0896  STATE/COUNTY-  CA/LOS ANGELES
 EW0896  USGS QUAD   -  LITTLE BUTTES (1974)
 EW0896
 EW0896                         *CURRENT SURVEY CONTROL
 EW0896  ___________________________________________________________________
 EW0896* NAD 83(1986)-  34 49 10.     (N)    118 21 41.     (W)     SCALED    
 EW0896* NAVD 88     -       774.42   (+/-2cm)    2540.7    (feet)  VERTCON   
 EW0896  ___________________________________________________________________
 EW0896  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0896  VERT ORDER  -  THIRD (See Below)
 EW0896
 EW0896.The horizontal coordinates were scaled from a topographic map and have
 EW0896.an estimated accuracy of +/- 6 seconds.
 EW0896
 EW0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0896.The vertical order pertains to the NGVD 29 superseded value.
 EW0896
 EW0896.The geoid height was determined by GEOID03.
 EW0896
 EW0896;                    North         East    Units  Estimated Accuracy
 EW0896;SPC CA 5     -   646,420.    1,966,940.      MT  (+/- 180 meters Scaled)
 EW0896
 EW0896                          SUPERSEDED SURVEY CONTROL
 EW0896
 EW0896  NGVD 29 (??/??/??)  773.57   (m)         2538.0    (f) RESET       3  
 EW0896
 EW0896.Superseded values are not recommended for survey control.
 EW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0896.See file dsdata.txt to determine how the superseded data were derived.
 EW0896
 EW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU754538(NAD 83)
 EW0896_MARKER: DD = SURVEY DISK
 EW0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0896_STAMPING: BM 117-24 1961 5869
 EW0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0896+STABILITY: SURFACE MOTION
 EW0896
 EW0896  HISTORY     - Date     Condition        Report By
 EW0896  HISTORY     - 1961     MONUMENTED       CA-037
 EW0896  HISTORY     - 1968     GOOD             NGS
 EW0896
 EW0896                          STATION DESCRIPTION
 EW0896
 EW0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0896'15 MI WNW FROM LANCASTER.
 EW0896'LANCASTER, 15.0 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A
 EW0896'AND 130TH STREET WEST, AT THE KERN COUNTY LINE ABOUT 1.0 MILE WEST
 EW0896'OF THE TRANSMISSION LINE AT 120TH STREET WEST, 69.0 FEET SOUTH OF
 EW0896'THE SOUTH EDGE OF PAVEMENT OF AVENUE A, 30.0 FEET WEST OF THE CENTER
 EW0896'OF 130TH STREET WEST.  SET IN THE TOP OF A 12 INCH CONCRETE POST
 EW0896'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER PIPE
 EW0896'MARKER IS 2.0 FEET TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0898 ***********************************************************************
 EW0898  DESIGNATION -  117 26 LA CO
 EW0898  PID         -  EW0898
 EW0898  STATE/COUNTY-  CA/LOS ANGELES
 EW0898  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0898
 EW0898                         *CURRENT SURVEY CONTROL
 EW0898  ___________________________________________________________________
 EW0898* NAD 83(1986)-  34 49 10.     (N)    118 22 44.     (W)     SCALED    
 EW0898* NAVD 88     -       782.45   (+/-2cm)    2567.1    (feet)  VERTCON   
 EW0898  ___________________________________________________________________
 EW0898  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0898  VERT ORDER  -  THIRD (See Below)
 EW0898
 EW0898.The horizontal coordinates were scaled from a topographic map and have
 EW0898.an estimated accuracy of +/- 6 seconds.
 EW0898
 EW0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0898.The vertical order pertains to the NGVD 29 superseded value.
 EW0898
 EW0898.The geoid height was determined by GEOID03.
 EW0898
 EW0898;                    North         East    Units  Estimated Accuracy
 EW0898;SPC CA 5     -   646,430.    1,965,340.      MT  (+/- 180 meters Scaled)
 EW0898
 EW0898                          SUPERSEDED SURVEY CONTROL
 EW0898
 EW0898  NGVD 29 (??/??/??)  781.60   (m)         2564.3    (f) RESET       3  
 EW0898
 EW0898.Superseded values are not recommended for survey control.
 EW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0898.See file dsdata.txt to determine how the superseded data were derived.
 EW0898
 EW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU738538(NAD 83)
 EW0898_MARKER: DD = SURVEY DISK
 EW0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0898_STAMPING: BM 117-26 1961 5869
 EW0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0898+STABILITY: SURFACE MOTION
 EW0898
 EW0898  HISTORY     - Date     Condition        Report By
 EW0898  HISTORY     - 1961     MONUMENTED       CA-037
 EW0898  HISTORY     - 1968     GOOD             NGS
 EW0898
 EW0898                          STATION DESCRIPTION
 EW0898
 EW0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0898'15.8 MI WNW FROM LANCASTER.
 EW0898'LANCASTER, 15.8 MILES WEST-NORTHWESTERLY.  AVENUE A AND 140TH STREET,
 EW0898'AT THE KERN COUNTY LINE ABOUT 2.0 MILES WEST OF THE TRANSMISSION
 EW0898'LINE AT 120TH STREET WEST, 41.0 FEET WEST OF THE CENTER OF 140TH
 EW0898'STREET WEST, 30.0 FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF
 EW0898'AVENUE A.  SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT
 EW0898'6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER PIPE MARKER IS 2.0
 EW0898'FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0899 ***********************************************************************
 EW0899  DESIGNATION -  117 27 LA CO
 EW0899  PID         -  EW0899
 EW0899  STATE/COUNTY-  CA/LOS ANGELES
 EW0899  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0899
 EW0899                         *CURRENT SURVEY CONTROL
 EW0899  ___________________________________________________________________
 EW0899* NAD 83(1986)-  34 49 09.     (N)    118 23 15.     (W)     SCALED    
 EW0899* NAVD 88     -       785.42   (+/-2cm)    2576.8    (feet)  VERTCON   
 EW0899  ___________________________________________________________________
 EW0899  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0899  VERT ORDER  -  THIRD (See Below)
 EW0899
 EW0899.The horizontal coordinates were scaled from a topographic map and have
 EW0899.an estimated accuracy of +/- 6 seconds.
 EW0899
 EW0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0899.The vertical order pertains to the NGVD 29 superseded value.
 EW0899
 EW0899.The geoid height was determined by GEOID03.
 EW0899
 EW0899;                    North         East    Units  Estimated Accuracy
 EW0899;SPC CA 5     -   646,400.    1,964,550.      MT  (+/- 180 meters Scaled)
 EW0899
 EW0899                          SUPERSEDED SURVEY CONTROL
 EW0899
 EW0899  NGVD 29 (??/??/??)  784.57   (m)         2574.0    (f) RESET       3  
 EW0899
 EW0899.Superseded values are not recommended for survey control.
 EW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0899.See file dsdata.txt to determine how the superseded data were derived.
 EW0899
 EW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU731538(NAD 83)
 EW0899_MARKER: DD = SURVEY DISK
 EW0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0899_STAMPING: BM 117-27 1961 5869
 EW0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0899+STABILITY: SURFACE MOTION
 EW0899
 EW0899  HISTORY     - Date     Condition        Report By
 EW0899  HISTORY     - 1961     MONUMENTED       CA-037
 EW0899  HISTORY     - 1968     GOOD             NGS
 EW0899
 EW0899                          STATION DESCRIPTION
 EW0899
 EW0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0899'16.4 MI WNW FROM LANCASTER.
 EW0899'LANCASTER, 16.4 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A,
 EW0899'AT THE KERN COUNTY LINE 2.5 MILES WEST OF TRANSMISSION LINE AT
 EW0899'120TH STREET WEST, ABOUT 1.2 MILES EAST OF THE SOUTHERN CALIFORNIA
 EW0899'EDISON COMPANY TRANSMISSION LINE, 142.5 FEET SOUTHWEST OF POWER
 EW0899'POLE NO. 1450676E, 130.7 FEET SOUTHERLY OF POWER POLE NO. 1450677E,
 EW0899'102.0 FEET WESTERLY OF A 2 INCH DIAMETER PIPE WITH CONCRETE PLUG AND
 EW0899'NAIL PROJECTING ABOUT 8 INCHES ABOVE THE GROUND, 70.5 FEET WEST
 EW0899'OF THE CENTER OF A DIRT ROAD TO THE NORTH, 20.0 FEET SOUTH OF THE
 EW0899'SOUTH EDGE OF THE PAVEMENT OF AVENUE A.  SET IN THE TOP OF A 12
 EW0899'INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0899'A 2 INCH DIAMETER PIPE IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0902 ***********************************************************************
 EW0902  DESIGNATION -  117 29 LA CO
 EW0902  PID         -  EW0902
 EW0902  STATE/COUNTY-  CA/LOS ANGELES
 EW0902  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0902
 EW0902                         *CURRENT SURVEY CONTROL
 EW0902  ___________________________________________________________________
 EW0902* NAD 83(1986)-  34 49 08.     (N)    118 24 30.     (W)     SCALED    
 EW0902* NAVD 88     -       791.80   (+/-2cm)    2597.8    (feet)  VERTCON   
 EW0902  ___________________________________________________________________
 EW0902  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0902  VERT ORDER  -  THIRD (See Below)
 EW0902
 EW0902.The horizontal coordinates were scaled from a topographic map and have
 EW0902.an estimated accuracy of +/- 6 seconds.
 EW0902
 EW0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0902.The vertical order pertains to the NGVD 29 superseded value.
 EW0902
 EW0902.The geoid height was determined by GEOID03.
 EW0902
 EW0902;                    North         East    Units  Estimated Accuracy
 EW0902;SPC CA 5     -   646,370.    1,962,650.      MT  (+/- 180 meters Scaled)
 EW0902
 EW0902                          SUPERSEDED SURVEY CONTROL
 EW0902
 EW0902  NGVD 29 (??/??/??)  790.94   (m)         2594.9    (f) RESET       3  
 EW0902
 EW0902.Superseded values are not recommended for survey control.
 EW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0902.See file dsdata.txt to determine how the superseded data were derived.
 EW0902
 EW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU712538(NAD 83)
 EW0902_MARKER: DD = SURVEY DISK
 EW0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0902_STAMPING: BM 117-29 1961 5869
 EW0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0902+STABILITY: SURFACE MOTION
 EW0902
 EW0902  HISTORY     - Date     Condition        Report By
 EW0902  HISTORY     - 1961     MONUMENTED       CA-037
 EW0902  HISTORY     - 1968     GOOD             NGS
 EW0902
 EW0902                          STATION DESCRIPTION
 EW0902
 EW0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0902'17.2 MI WNW FROM LANCASTER.
 EW0902'LANCASTER, 17.2 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A,
 EW0902'AT THE KERN COUNTY LINE ABOUT 0.2 MILE EAST OF THE SOUTHERN
 EW0902'CALIFORNIA EDISON COMPANY TRANSMISSION LINE, ABOUT 17 FEET
 EW0902'SOUTHWESTERLY OF POWER POLE NO. 1217939E, 42.5 FEET SOUTH OF THE
 EW0902'APPROXIMATE CENTER LINE OF AVENUE A, 40.5 FEET WEST OF THE
 EW0902'APPROXIMATE CENTER LINE OF A DIRT ROAD TO THE SOUTH.  SET IN THE
 EW0902'TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0902'GROUND.  A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0835 ***********************************************************************
 EW0835  DESIGNATION -  117 3 LA CO
 EW0835  PID         -  EW0835
 EW0835  STATE/COUNTY-  CA/LOS ANGELES
 EW0835  USGS QUAD   -  ROSAMOND (1973)
 EW0835
 EW0835                         *CURRENT SURVEY CONTROL
 EW0835  ___________________________________________________________________
 EW0835* NAD 83(1986)-  34 49 14.     (N)    118 10 48.     (W)     SCALED    
 EW0835* NAVD 88     -       709.47   (+/-2cm)    2327.7    (feet)  VERTCON   
 EW0835  ___________________________________________________________________
 EW0835  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0835  VERT ORDER  -  THIRD (See Below)
 EW0835
 EW0835.The horizontal coordinates were scaled from a topographic map and have
 EW0835.an estimated accuracy of +/- 6 seconds.
 EW0835
 EW0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0835.The vertical order pertains to the NGVD 29 superseded value.
 EW0835
 EW0835.The geoid height was determined by GEOID03.
 EW0835
 EW0835;                    North         East    Units  Estimated Accuracy
 EW0835;SPC CA 5     -   646,500.    1,983,530.      MT  (+/- 180 meters Scaled)
 EW0835
 EW0835                          SUPERSEDED SURVEY CONTROL
 EW0835
 EW0835  NGVD 29 (??/??/??)  708.63   (m)         2324.9    (f) RESET       3  
 EW0835
 EW0835.Superseded values are not recommended for survey control.
 EW0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0835.See file dsdata.txt to determine how the superseded data were derived.
 EW0835
 EW0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU920537(NAD 83)
 EW0835_MARKER: DD = SURVEY DISK
 EW0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0835_STAMPING: BM 117-3 1961 5869
 EW0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0835+STABILITY: SURFACE MOTION
 EW0835
 EW0835  HISTORY     - Date     Condition        Report By
 EW0835  HISTORY     - 1961     MONUMENTED       CA-037
 EW0835  HISTORY     - 1968     GOOD             NGS
 EW0835
 EW0835                          STATION DESCRIPTION
 EW0835
 EW0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0835'8.6 MI NNW FROM LANCASTER.
 EW0835'LANCASTER, 8.6 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0835'A, AT THE KERN COUNTY LINE ABOUT 1.3 MILES WEST OF SIERRA
 EW0835'HIGHWAY, 233 FEET WESTERLY OF THE SOUTHWEST CORNER OF THE OAR
 EW0835'HOUSE, 40 FEET NORTH OF THE CENTER LINE OF AVENUE A, 2.0 FEET
 EW0835'SOUTH OF A BARBED WIRE FENCE.  SET IN THE TOP OF A 12 INCH
 EW0835'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0904 ***********************************************************************
 EW0904  DESIGNATION -  117 30 LA CO
 EW0904  PID         -  EW0904
 EW0904  STATE/COUNTY-  CA/LOS ANGELES
 EW0904  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0904
 EW0904                         *CURRENT SURVEY CONTROL
 EW0904  ___________________________________________________________________
 EW0904* NAD 83(1986)-  34 49 08.     (N)    118 24 49.     (W)     SCALED    
 EW0904* NAVD 88     -       795.00   (+/-2cm)    2608.3    (feet)  VERTCON   
 EW0904  ___________________________________________________________________
 EW0904  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0904  VERT ORDER  -  THIRD (See Below)
 EW0904
 EW0904.The horizontal coordinates were scaled from a topographic map and have
 EW0904.an estimated accuracy of +/- 6 seconds.
 EW0904
 EW0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0904.The vertical order pertains to the NGVD 29 superseded value.
 EW0904
 EW0904.The geoid height was determined by GEOID03.
 EW0904
 EW0904;                    North         East    Units  Estimated Accuracy
 EW0904;SPC CA 5     -   646,380.    1,962,160.      MT  (+/- 180 meters Scaled)
 EW0904
 EW0904                          SUPERSEDED SURVEY CONTROL
 EW0904
 EW0904  NGVD 29 (??/??/??)  794.14   (m)         2605.4    (f) RESET       3  
 EW0904
 EW0904.Superseded values are not recommended for survey control.
 EW0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0904.See file dsdata.txt to determine how the superseded data were derived.
 EW0904
 EW0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU707538(NAD 83)
 EW0904_MARKER: DD = SURVEY DISK
 EW0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0904_STAMPING: BM 117-30 1961 5869
 EW0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0904+STABILITY: SURFACE MOTION
 EW0904
 EW0904  HISTORY     - Date     Condition        Report By
 EW0904  HISTORY     - 1961     MONUMENTED       CA-037
 EW0904  HISTORY     - 1968     GOOD             NGS
 EW0904
 EW0904                          STATION DESCRIPTION
 EW0904
 EW0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0904'17.5 MI WNW FROM LANCASTER.
 EW0904'LANCASTER, 17.5 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A
 EW0904'AND 160TH STREET WEST, AT THE KERN COUNTY LINE ABOUT 0.3 MILE WEST
 EW0904'OF THE SOUTHERN CALIFORNIA EDISON COMPANY TRANSMISSION LINE, 49.0
 EW0904'FEET WEST AND 39.5 FEET SOUTH OF THE APPROXIMATE CENTER LINE
 EW0904'INTERSECTION, 35.0 FEET NORTHWESTERLY OF THE NORTHEAST CORNER OF A
 EW0904'BARBED WIRE FENCE, 32.5 FEET NORTHWEST OF STATE OF CALIFORNIA
 EW0904'DIVISION OF HIGHWAYS MARKER ABLE (BM 117-30A), SET IN THE TOP OF A
 EW0904'12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0904'A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0905 ***********************************************************************
 EW0905  DESIGNATION -  117 31 LA CO
 EW0905  PID         -  EW0905
 EW0905  STATE/COUNTY-  CA/LOS ANGELES
 EW0905  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0905
 EW0905                         *CURRENT SURVEY CONTROL
 EW0905  ___________________________________________________________________
 EW0905* NAD 83(1986)-  34 49 08.     (N)    118 25 21.     (W)     SCALED    
 EW0905* NAVD 88     -       796.47   (+/-2cm)    2613.1    (feet)  VERTCON   
 EW0905  ___________________________________________________________________
 EW0905  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0905  VERT ORDER  -  THIRD (See Below)
 EW0905
 EW0905.The horizontal coordinates were scaled from a topographic map and have
 EW0905.an estimated accuracy of +/- 6 seconds.
 EW0905
 EW0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0905.The vertical order pertains to the NGVD 29 superseded value.
 EW0905
 EW0905.The geoid height was determined by GEOID03.
 EW0905
 EW0905;                    North         East    Units  Estimated Accuracy
 EW0905;SPC CA 5     -   646,380.    1,961,350.      MT  (+/- 180 meters Scaled)
 EW0905
 EW0905                          SUPERSEDED SURVEY CONTROL
 EW0905
 EW0905  NGVD 29 (??/??/??)  795.60   (m)         2610.2    (f) RESET       3  
 EW0905
 EW0905.Superseded values are not recommended for survey control.
 EW0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0905.See file dsdata.txt to determine how the superseded data were derived.
 EW0905
 EW0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699538(NAD 83)
 EW0905_MARKER: DD = SURVEY DISK
 EW0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0905_STAMPING: BM 117-31 1961 5869
 EW0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0905+STABILITY: SURFACE MOTION
 EW0905
 EW0905  HISTORY     - Date     Condition        Report By
 EW0905  HISTORY     - 1961     MONUMENTED       CA-037
 EW0905  HISTORY     - 1968     GOOD             NGS
 EW0905
 EW0905                          STATION DESCRIPTION
 EW0905
 EW0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0905'17.9 MI WNW FROM LANCASTER.
 EW0905'LANCASTER, 17.9 MILES WEST-NORTHWEST OF POST OFFICE.  AVENUE A, AT
 EW0905'THE KERN COUNTY LINE ABOUT 0.5 MILE EAST OF 170TH STREET WEST,
 EW0905'60.8 FEET SOUTHEASTERLY OF COUNTY ENGINEER MARK T8N R15W T9N 1, 36
 EW0905'SET IN A WELL UNDER A CAST IRON COVER, 40.0 FEET SOUTH OF THE
 EW0905'APPROXIMATE CENTER LINE OF AVENUE A, 37.0 FEET EAST OF THE
 EW0905'APPROXIMATE CENTER LINE OF A DIRT ROAD TO THE SOUTH, 1.5 FEET NORTH
 EW0905'OF A BARBED WIRE FENCE.  SET IN THE TOP OF A 12 INCH CONCRETE
 EW0905'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A 2 INCH
 EW0905'DIAMETER MARKER PIPE IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0906 ***********************************************************************
 EW0906  DESIGNATION -  117 32 LA CO
 EW0906  PID         -  EW0906
 EW0906  STATE/COUNTY-  CA/LOS ANGELES
 EW0906  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0906
 EW0906                         *CURRENT SURVEY CONTROL
 EW0906  ___________________________________________________________________
 EW0906* NAD 83(1986)-  34 49 08.     (N)    118 25 52.     (W)     SCALED    
 EW0906* NAVD 88     -       797.92   (+/-2cm)    2617.8    (feet)  VERTCON   
 EW0906  ___________________________________________________________________
 EW0906  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0906  VERT ORDER  -  THIRD (See Below)
 EW0906
 EW0906.The horizontal coordinates were scaled from a topographic map and have
 EW0906.an estimated accuracy of +/- 6 seconds.
 EW0906
 EW0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0906.The vertical order pertains to the NGVD 29 superseded value.
 EW0906
 EW0906.The geoid height was determined by GEOID03.
 EW0906
 EW0906;                    North         East    Units  Estimated Accuracy
 EW0906;SPC CA 5     -   646,380.    1,960,560.      MT  (+/- 180 meters Scaled)
 EW0906
 EW0906                          SUPERSEDED SURVEY CONTROL
 EW0906
 EW0906  NGVD 29 (??/??/??)  797.06   (m)         2615.0    (f) RESET       3  
 EW0906
 EW0906.Superseded values are not recommended for survey control.
 EW0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0906.See file dsdata.txt to determine how the superseded data were derived.
 EW0906
 EW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU691538(NAD 83)
 EW0906_MARKER: DD = SURVEY DISK
 EW0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0906_STAMPING: BM 117-32 1961 5869
 EW0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0906+STABILITY: SURFACE MOTION
 EW0906
 EW0906  HISTORY     - Date     Condition        Report By
 EW0906  HISTORY     - 1961     MONUMENTED       CA-037
 EW0906  HISTORY     - 1968     GOOD             NGS
 EW0906
 EW0906                          STATION DESCRIPTION
 EW0906
 EW0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0906'18.5 MI WNW FROM LANCASTER.
 EW0906'LANCASTER, 18.5 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE A
 EW0906'AND 170TH STREET WEST, AT THE KERN COUNTY LINE, 83.5 FEET EAST OF
 EW0906'THE EAST EDGE OF THE PAVEMENT OF 170TH STREET WEST, 38.5 FEET
 EW0906'SOUTH OF THE APPROXIMATE CENTER LINE OF AVENUE A, 19.5 FEET EAST OF
 EW0906'A GATE ACROSS ROAD TO THE SOUTH, 2.0 FEET NORTH OF A BARBED WIRE
 EW0906'FENCE.  SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT
 EW0906'6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER MARKER PIPE IS 2.0
 EW0906'FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0912 ***********************************************************************
 EW0912  DESIGNATION -  117 37 LA CO
 EW0912  PID         -  EW0912
 EW0912  STATE/COUNTY-  CA/LOS ANGELES
 EW0912  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0912
 EW0912                         *CURRENT SURVEY CONTROL
 EW0912  ___________________________________________________________________
 EW0912* NAD 83(1986)-  34 46 59.     (N)    118 25 52.     (W)     SCALED    
 EW0912* NAVD 88     -       818.36   (+/-2cm)    2684.9    (feet)  VERTCON   
 EW0912  ___________________________________________________________________
 EW0912  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0912  VERT ORDER  -  THIRD (See Below)
 EW0912
 EW0912.The horizontal coordinates were scaled from a topographic map and have
 EW0912.an estimated accuracy of +/- 6 seconds.
 EW0912
 EW0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0912.The vertical order pertains to the NGVD 29 superseded value.
 EW0912
 EW0912.The geoid height was determined by GEOID03.
 EW0912
 EW0912;                    North         East    Units  Estimated Accuracy
 EW0912;SPC CA 5     -   642,410.    1,960,540.      MT  (+/- 180 meters Scaled)
 EW0912
 EW0912                          SUPERSEDED SURVEY CONTROL
 EW0912
 EW0912  NGVD 29 (??/??/??)  817.49   (m)         2682.0    (f) RESET       3  
 EW0912
 EW0912.Superseded values are not recommended for survey control.
 EW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0912.See file dsdata.txt to determine how the superseded data were derived.
 EW0912
 EW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU690499(NAD 83)
 EW0912_MARKER: DD = SURVEY DISK
 EW0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0912_STAMPING: BM 117-37 1961 5869
 EW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0912+STABILITY: SURFACE MOTION
 EW0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW0912+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 EW0912
 EW0912  HISTORY     - Date     Condition        Report By
 EW0912  HISTORY     - 1961     MONUMENTED       CA-037
 EW0912  HISTORY     - 1968     GOOD             NGS
 EW0912  HISTORY     - 20040325 GOOD             GEOCAC
 EW0912
 EW0912                          STATION DESCRIPTION
 EW0912
 EW0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0912'17.4 MI WNW FROM LANCASTER.
 EW0912'LANCASTER, 17.4 MILES WEST-NORTHWESTERLY OF POST OFFICE.  170TH
 EW0912'STREET WEST, 0.5 MILE NORTH OF AVENUE D, 106 FEET SOUTHERLY AND
 EW0912'62 FEET NORTHERLY OF POWER POLES IN THE FENCE LINE TO THE EAST OF
 EW0912'170TH STREET WEST, 51.0 FEET EAST OF THE APPROXIMATE CENTER LINE
 EW0912'OF 170TH STREET WEST, 43.0 FEET SOUTHEASTERLY OF POWER POLE NO.
 EW0912'M12544V, 1.5 FEET WEST OF A BARBED WIRE FENCE.  SET IN THE TOP
 EW0912'OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0912'GROUND.  A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE WEST.
 EW0912
 EW0912                          STATION RECOVERY (2004)
 EW0912
 EW0912'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW0912'SOME YEARS AGO, ALL THE POWER POLES WERE CHOPPED DOWN AND THE
 EW0912'BARBED-WIRE FENCE WAS REMOVED.  THE CURRENT DISK IS ALSO NOT THE
 EW0912'ORIGINAL.  IT IS A TWO INCH BRASS DISK, STAMPED 'COUNTY ENGINEER BM
 EW0912'117-37A 1976 R.E. 227 2 6'.
 EW0912' 
 EW0912'FROM THE JUNCTION OF STATE ROUTE 14 (ANTELOPE VALLEY FREEWAY) AND
 EW0912'STATE ROUTE 138 (AVENUE D), GO WEST ON SR 138 FOR 14.75 MILES, TO
 EW0912'170TH STREET WEST.  TURN RIGHT (NORTH) AND TRAVEL ON 170TH STREET WEST
 EW0912'FOR ONE-HALF MILE TO THE STATION ON THE RIGHT.
 EW0912' 
 EW0912'THE DISK IS MOUNTED ON A SIX-INCH, ROUND CONCRETE POST THAT PROJECTS
 EW0912'ABOUT FOUR INCHES ABOVE GROUND LEVEL.  IT IS TWO FEET NORTHERLY OF A
 EW0912'YELLOW-PAINTED, METAL GUARD POLE THAT STANDS ABOUT FOUR FEET HIGH.  IT
 EW0912'IS ALSO ABOUT FOUR FEET SOUTHERLY OF A POWER POLE STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0913 ***********************************************************************
 EW0913  DESIGNATION -  117 38 A LA CO
 EW0913  PID         -  EW0913
 EW0913  STATE/COUNTY-  CA/LOS ANGELES
 EW0913  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0913
 EW0913                         *CURRENT SURVEY CONTROL
 EW0913  ___________________________________________________________________
 EW0913* NAD 83(1986)-  34 46 32.     (N)    118 25 51.     (W)     SCALED    
 EW0913* NAVD 88     -       820.13   (+/-2cm)    2690.7    (feet)  VERTCON   
 EW0913  ___________________________________________________________________
 EW0913  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EW0913  VERT ORDER  -  THIRD (See Below)
 EW0913
 EW0913.The horizontal coordinates were scaled from a topographic map and have
 EW0913.an estimated accuracy of +/- 6 seconds.
 EW0913
 EW0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0913.The vertical order pertains to the NGVD 29 superseded value.
 EW0913
 EW0913.The geoid height was determined by GEOID03.
 EW0913
 EW0913;                    North         East    Units  Estimated Accuracy
 EW0913;SPC CA 5     -   641,580.    1,960,570.      MT  (+/- 180 meters Scaled)
 EW0913
 EW0913                          SUPERSEDED SURVEY CONTROL
 EW0913
 EW0913  NGVD 29 (??/??/??)  819.26   (m)         2687.9    (f) RESET       3  
 EW0913
 EW0913.Superseded values are not recommended for survey control.
 EW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0913.See file dsdata.txt to determine how the superseded data were derived.
 EW0913
 EW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU690490(NAD 83)
 EW0913_MARKER: DD = SURVEY DISK
 EW0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0913_SP_SET: CONCRETE
 EW0913_STAMPING: LA CO RD DEPT 1961
 EW0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0913
 EW0913  HISTORY     - Date     Condition        Report By
 EW0913  HISTORY     - 1961     MONUMENTED       CA-037
 EW0913  HISTORY     - 1968     GOOD             NGS
 EW0913  HISTORY     - 20040325 MARK NOT FOUND   GEOCAC
 EW0913
 EW0913                          STATION DESCRIPTION
 EW0913
 EW0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0913'17.2 MI WNW FROM LANCASTER.
 EW0913'LANCASTER, 17.2 MILES WEST-NORTHWESTERLY OF POST OFFICE.  170TH
 EW0913'STREET WEST AND AVENUE D (STATE HIGHWAY 138) 58.0 FEET EAST AND
 EW0913'28.0 FEET NORTH OF THE APPROXIMATE CENTER LINE INTERSECTION, 6.5
 EW0913'FEET SOUTHEASTERLY OF POWER POLE 1312399E.  SET IN CONCRETE IN
 EW0913'A HANDHOLE.
 EW0913
 EW0913                          STATION RECOVERY (2004)
 EW0913
 EW0913'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW0913'THE POWER POLE AT THE DISTANCE AND DIRECTION FROM THE 1968 DESCRIBED
 EW0913'INTERSECTION IS NOW IDENTIFIED AS 2260975E.  NO HANDHOLE WAS FOUND
 EW0913'ANYWHERE NEAR THIS POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0914 ***********************************************************************
 EW0914  DESIGNATION -  117 39 A LA CO
 EW0914  PID         -  EW0914
 EW0914  STATE/COUNTY-  CA/LOS ANGELES
 EW0914  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0914
 EW0914                         *CURRENT SURVEY CONTROL
 EW0914  ___________________________________________________________________
 EW0914* NAD 83(1986)-  34 46 30.     (N)    118 26 27.     (W)     SCALED    
 EW0914* NAVD 88     -       827.84   (+/-2cm)    2716.0    (feet)  VERTCON   
 EW0914  ___________________________________________________________________
 EW0914  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0914  VERT ORDER  -  THIRD (See Below)
 EW0914
 EW0914.The horizontal coordinates were scaled from a topographic map and have
 EW0914.an estimated accuracy of +/- 6 seconds.
 EW0914
 EW0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0914.The vertical order pertains to the NGVD 29 superseded value.
 EW0914
 EW0914.The geoid height was determined by GEOID03.
 EW0914
 EW0914;                    North         East    Units  Estimated Accuracy
 EW0914;SPC CA 5     -   641,520.    1,959,650.      MT  (+/- 180 meters Scaled)
 EW0914
 EW0914                          SUPERSEDED SURVEY CONTROL
 EW0914
 EW0914  NGVD 29 (??/??/??)  826.97   (m)         2713.2    (f) RESET       3  
 EW0914
 EW0914.Superseded values are not recommended for survey control.
 EW0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0914.See file dsdata.txt to determine how the superseded data were derived.
 EW0914
 EW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU681490(NAD 83)
 EW0914_MARKER: DD = SURVEY DISK
 EW0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0914_SP_SET: CONCRETE
 EW0914_STAMPING: LA CO RD DEPT BM 1961
 EW0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0914
 EW0914  HISTORY     - Date     Condition        Report By
 EW0914  HISTORY     - 1961     MONUMENTED       CA-037
 EW0914  HISTORY     - 1968     GOOD             NGS
 EW0914
 EW0914                          STATION DESCRIPTION
 EW0914
 EW0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0914'17.8 MI WNW FROM LANCASTER.
 EW0914'LANCASTER, 17.8 MILES WEST-NORTHWEST OF POST OFFICE.  AVENUE D,
 EW0914'ABOUT 0.53 MILE WEST OF 170TH STREET WEST, 92.0 FEET NORTHEASTERLY
 EW0914'OF POWER POLE NO. 1115279E, 45.0 FEET NORTH OF THE CENTER LINE OF
 EW0914'AVENUE D, 8.0 FEET SOUTHEASTERLY OF POWER POLE NO. 1312386E.  SET
 EW0914'IN CONCRETE IN A HANDHOLE.  STAMPED, L.A. CO. RD. DEPT. BM 1961.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0915 ***********************************************************************
 EW0915  DESIGNATION -  117 39 LA CO
 EW0915  PID         -  EW0915
 EW0915  STATE/COUNTY-  CA/LOS ANGELES
 EW0915  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0915
 EW0915                         *CURRENT SURVEY CONTROL
 EW0915  ___________________________________________________________________
 EW0915* NAD 83(1986)-  34 46 31.     (N)    118 26 23.     (W)     SCALED    
 EW0915* NAVD 88     -       828.16   (+/-2cm)    2717.1    (feet)  VERTCON   
 EW0915  ___________________________________________________________________
 EW0915  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0915  VERT ORDER  -  THIRD (See Below)
 EW0915
 EW0915.The horizontal coordinates were scaled from a topographic map and have
 EW0915.an estimated accuracy of +/- 6 seconds.
 EW0915
 EW0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0915.The vertical order pertains to the NGVD 29 superseded value.
 EW0915
 EW0915.The geoid height was determined by GEOID03.
 EW0915
 EW0915;                    North         East    Units  Estimated Accuracy
 EW0915;SPC CA 5     -   641,550.    1,959,750.      MT  (+/- 180 meters Scaled)
 EW0915
 EW0915                          SUPERSEDED SURVEY CONTROL
 EW0915
 EW0915  NGVD 29 (??/??/??)  827.29   (m)         2714.2    (f) RESET       3  
 EW0915
 EW0915.Superseded values are not recommended for survey control.
 EW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0915.See file dsdata.txt to determine how the superseded data were derived.
 EW0915
 EW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU682490(NAD 83)
 EW0915_MARKER: DD = SURVEY DISK
 EW0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0915_STAMPING: BM 117-39 1961 5869
 EW0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0915+STABILITY: SURFACE MOTION
 EW0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW0915+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 EW0915
 EW0915  HISTORY     - Date     Condition        Report By
 EW0915  HISTORY     - 1961     MONUMENTED       CA-037
 EW0915  HISTORY     - 1968     GOOD             NGS
 EW0915  HISTORY     - 20040325 GOOD             GEOCAC
 EW0915
 EW0915                          STATION DESCRIPTION
 EW0915
 EW0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0915'17.7 MI WNW FROM LANCASTER.
 EW0915'LANCASTER, 17.7 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D,
 EW0915'ABOUT 0.5 MILE WEST OF 170TH STREET WEST, 85.5 FEET NORTHWESTERLY
 EW0915'OF POWER POLE NO. 1115280E, 30.5 FEET NORTH OF THE CENTER LINE OF
 EW0915'AVENUE D, 20.0 FEET SOUTHWESTERLY OF AN UNNUMBERED POWER POLE.
 EW0915'SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW0915'ABOVE THE GROUND.  A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO
 EW0915'THE SOUTH.
 EW0915
 EW0915                          STATION RECOVERY (2004)
 EW0915
 EW0915'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW0915'THIS STATION IS ABOUT SIX FEET EAST OF EW7195.  THE 'POWER POLE WITH
 EW0915'NO NUMBER' IS NOW IDENTIFIED AS 1312387E, WHICH HAS A GUY WIRE THAT IS
 EW0915'ANCHORED TO THE NORTH.  IT IS THE ONLY GUYED POLE IN THE AREA.  THERE
 EW0915'IS NO SEPARATE WITNESS POST FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0836 ***********************************************************************
 EW0836  DESIGNATION -  117 4 LA CO
 EW0836  PID         -  EW0836
 EW0836  STATE/COUNTY-  CA/LOS ANGELES
 EW0836  USGS QUAD   -  ROSAMOND (1973)
 EW0836
 EW0836                         *CURRENT SURVEY CONTROL
 EW0836  ___________________________________________________________________
 EW0836* NAD 83(1986)-  34 49 14.     (N)    118 11 05.     (W)     SCALED    
 EW0836* NAVD 88     -       710.84   (+/-2cm)    2332.1    (feet)  VERTCON   
 EW0836  ___________________________________________________________________
 EW0836  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0836  VERT ORDER  -  THIRD (See Below)
 EW0836
 EW0836.The horizontal coordinates were scaled from a topographic map and have
 EW0836.an estimated accuracy of +/- 6 seconds.
 EW0836
 EW0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0836.The vertical order pertains to the NGVD 29 superseded value.
 EW0836
 EW0836.The geoid height was determined by GEOID03.
 EW0836
 EW0836;                    North         East    Units  Estimated Accuracy
 EW0836;SPC CA 5     -   646,500.    1,983,100.      MT  (+/- 180 meters Scaled)
 EW0836
 EW0836                          SUPERSEDED SURVEY CONTROL
 EW0836
 EW0836  NGVD 29 (??/??/??)  710.00   (m)         2329.4    (f) RESET       3  
 EW0836
 EW0836.Superseded values are not recommended for survey control.
 EW0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0836.See file dsdata.txt to determine how the superseded data were derived.
 EW0836
 EW0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU916537(NAD 83)
 EW0836_MARKER: DD = SURVEY DISK
 EW0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0836_STAMPING: BM 117-4 1961 586
 EW0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0836+STABILITY: SURFACE MOTION
 EW0836
 EW0836  HISTORY     - Date     Condition        Report By
 EW0836  HISTORY     - 1961     MONUMENTED       CA-037
 EW0836  HISTORY     - 1968     GOOD             NGS
 EW0836
 EW0836                          STATION DESCRIPTION
 EW0836
 EW0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0836'8.6 MI NNW FROM LANCASTER.
 EW0836'LANCASTER, 8.6 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0836'A AND 30TH STREET WEST, AT THE KERN COUNTY LINE ABOUT 1.6 MILES
 EW0836'WEST OF SIERRA HIGHWAY, 43.0 FEET SOUTH AND 43.0 FEET WEST OF THE
 EW0836'CENTER LINE INTERSECTION, 22.0 FEET SOUTHEASTERLY OF POWER
 EW0836'POLE NO. 649738E.  SET IN THE TOP OF A 12 INCH CONCRETE POST
 EW0836'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0916 ***********************************************************************
 EW0916  DESIGNATION -  117 40 A LA CO
 EW0916  PID         -  EW0916
 EW0916  STATE/COUNTY-  CA/LOS ANGELES
 EW0916  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0916
 EW0916                         *CURRENT SURVEY CONTROL
 EW0916  ___________________________________________________________________
 EW0916* NAD 83(1986)-  34 46 31.     (N)    118 26 55.     (W)     SCALED    
 EW0916* NAVD 88     -       833.66   (+/-2cm)    2735.1    (feet)  VERTCON   
 EW0916  ___________________________________________________________________
 EW0916  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0916  VERT ORDER  -  THIRD (See Below)
 EW0916
 EW0916.The horizontal coordinates were scaled from a topographic map and have
 EW0916.an estimated accuracy of +/- 6 seconds.
 EW0916
 EW0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0916.The vertical order pertains to the NGVD 29 superseded value.
 EW0916
 EW0916.The geoid height was determined by GEOID03.
 EW0916
 EW0916;                    North         East    Units  Estimated Accuracy
 EW0916;SPC CA 5     -   641,550.    1,958,940.      MT  (+/- 180 meters Scaled)
 EW0916
 EW0916                          SUPERSEDED SURVEY CONTROL
 EW0916
 EW0916  NGVD 29 (??/??/??)  832.79   (m)         2732.2    (f) RESET       3  
 EW0916
 EW0916.Superseded values are not recommended for survey control.
 EW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0916.See file dsdata.txt to determine how the superseded data were derived.
 EW0916
 EW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU674490(NAD 83)
 EW0916_MARKER: DD = SURVEY DISK
 EW0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0916_STAMPING: BM 1961
 EW0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0916+STABILITY: SURFACE MOTION
 EW0916
 EW0916  HISTORY     - Date     Condition        Report By
 EW0916  HISTORY     - 1961     MONUMENTED       CA-037
 EW0916  HISTORY     - 1968     GOOD             NGS
 EW0916
 EW0916                          STATION DESCRIPTION
 EW0916
 EW0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0916'18.4 MI WNW FROM LANCASTER.
 EW0916'LANCASTER, 18.4 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D,
 EW0916'ABOUT 1.0 MILE WEST OF 170TH STREET WEST, ABOUT 250 FEET EAST OF
 EW0916'BM 117-40, 43.2 FEET NORTH OF THE CENTER LINE OF AVENUE D, 9.5
 EW0916'FEET SOUTHEASTERLY OF POWER POLE NO. 1312375E.  SET IN THE TOP OF
 EW0916'A CONCRETE POST ABOUT 10 INCHES BELOW THE GROUND SURFACE, IN A WELL,
 EW0916'UNDER A CAST IRON COVER.  A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET
 EW0916'TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0917 ***********************************************************************
 EW0917  DESIGNATION -  117 40 LA CO
 EW0917  PID         -  EW0917
 EW0917  STATE/COUNTY-  CA/LOS ANGELES
 EW0917  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0917
 EW0917                         *CURRENT SURVEY CONTROL
 EW0917  ___________________________________________________________________
 EW0917* NAD 83(1986)-  34 46 31.     (N)    118 26 58.     (W)     SCALED    
 EW0917* NAVD 88     -       834.62   (+/-2cm)    2738.2    (feet)  VERTCON   
 EW0917  ___________________________________________________________________
 EW0917  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW0917  VERT ORDER  -  THIRD (See Below)
 EW0917
 EW0917.The horizontal coordinates were scaled from a topographic map and have
 EW0917.an estimated accuracy of +/- 6 seconds.
 EW0917
 EW0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0917.The vertical order pertains to the NGVD 29 superseded value.
 EW0917
 EW0917.The geoid height was determined by GEOID03.
 EW0917
 EW0917;                    North         East    Units  Estimated Accuracy
 EW0917;SPC CA 5     -   641,550.    1,958,860.      MT  (+/- 180 meters Scaled)
 EW0917
 EW0917                          SUPERSEDED SURVEY CONTROL
 EW0917
 EW0917  NGVD 29 (??/??/??)  833.75   (m)         2735.4    (f) RESET       3  
 EW0917
 EW0917.Superseded values are not recommended for survey control.
 EW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0917.See file dsdata.txt to determine how the superseded data were derived.
 EW0917
 EW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU673490(NAD 83)
 EW0917_MARKER: DD = SURVEY DISK
 EW0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0917_STAMPING: BM 117-40 1961 5869
 EW0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0917+STABILITY: SURFACE MOTION
 EW0917
 EW0917  HISTORY     - Date     Condition        Report By
 EW0917  HISTORY     - 1961     MONUMENTED       CA-037
 EW0917  HISTORY     - 1968     GOOD             NGS
 EW0917
 EW0917                          STATION DESCRIPTION
 EW0917
 EW0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0917'18.2 MI WNW FROM LANCASTER.
 EW0917'LANCASTER, 18.2 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D,
 EW0917'ABOUT 1.0 MILE WEST OF 170TH STREET WEST, 61.0 FEET NORTHEASTERLY
 EW0917'OF POWER POLE NO. 1115269E, 40.0 FEET SOUTHWESTERLY OF POWER POLE
 EW0917'NO. 1312374E, 31.0 FEET NORTH OF THE CENTER LINE OF AVENUE D,
 EW0917'2.5 FEET NORTH OF A BARBED WIRE FENCE.  SET IN THE TOP OF A 12
 EW0917'INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A
 EW0917'2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0919 ***********************************************************************
 EW0919  DESIGNATION -  117 41 A LA CO
 EW0919  PID         -  EW0919
 EW0919  STATE/COUNTY-  CA/LOS ANGELES
 EW0919  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0919
 EW0919                         *CURRENT SURVEY CONTROL
 EW0919  ___________________________________________________________________
 EW0919* NAD 83(1986)-  34 46 30.     (N)    118 27 31.     (W)     SCALED    
 EW0919* NAVD 88     -       839.85   (+/-2cm)    2755.4    (feet)  VERTCON   
 EW0919  ___________________________________________________________________
 EW0919  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0919  VERT ORDER  -  THIRD (See Below)
 EW0919
 EW0919.The horizontal coordinates were scaled from a topographic map and have
 EW0919.an estimated accuracy of +/- 6 seconds.
 EW0919
 EW0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0919.The vertical order pertains to the NGVD 29 superseded value.
 EW0919
 EW0919.The geoid height was determined by GEOID03.
 EW0919
 EW0919;                    North         East    Units  Estimated Accuracy
 EW0919;SPC CA 5     -   641,530.    1,958,020.      MT  (+/- 180 meters Scaled)
 EW0919
 EW0919                          SUPERSEDED SURVEY CONTROL
 EW0919
 EW0919  NGVD 29 (??/??/??)  838.98   (m)         2752.6    (f) RESET       3  
 EW0919
 EW0919.Superseded values are not recommended for survey control.
 EW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0919.See file dsdata.txt to determine how the superseded data were derived.
 EW0919
 EW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU665490(NAD 83)
 EW0919_MARKER: DD = SURVEY DISK
 EW0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0919_STAMPING: BM 1961
 EW0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0919+STABILITY: SURFACE MOTION
 EW0919
 EW0919  HISTORY     - Date     Condition        Report By
 EW0919  HISTORY     - 1961     MONUMENTED       CA-037
 EW0919  HISTORY     - 1968     GOOD             NGS
 EW0919
 EW0919                          STATION DESCRIPTION
 EW0919
 EW0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0919'18.6 MI WNW FROM LANCASTER.
 EW0919'LANCASTER, 18.6 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D,
 EW0919'ABOUT 1.5 MILES WEST OF 170TH STREET WEST, 44.2 FEET NORTH OF THE
 EW0919'CENTER LINE OF AVENUE D, 7.5 FEET SOUTHWESTERLY OF POWER POLE NO.
 EW0919'1312364E.  SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES BELOW
 EW0919'THE GROUND SURFACE, IN A WELL, UNDER A CAST IRON COVER.  A 2 INCH
 EW0919'DIAMETER MARKER PIPE IS 1.5 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0918 ***********************************************************************
 EW0918  DESIGNATION -  117 41 LA CO
 EW0918  PID         -  EW0918
 EW0918  STATE/COUNTY-  CA/LOS ANGELES
 EW0918  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0918
 EW0918                         *CURRENT SURVEY CONTROL
 EW0918  ___________________________________________________________________
 EW0918* NAD 83(1986)-  34 46 30.     (N)    118 27 30.     (W)     SCALED    
 EW0918* NAVD 88     -       840.63   (+/-2cm)    2758.0    (feet)  VERTCON   
 EW0918  ___________________________________________________________________
 EW0918  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0918  VERT ORDER  -  THIRD (See Below)
 EW0918
 EW0918.The horizontal coordinates were scaled from a topographic map and have
 EW0918.an estimated accuracy of +/- 6 seconds.
 EW0918
 EW0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0918.The vertical order pertains to the NGVD 29 superseded value.
 EW0918
 EW0918.The geoid height was determined by GEOID03.
 EW0918
 EW0918;                    North         East    Units  Estimated Accuracy
 EW0918;SPC CA 5     -   641,530.    1,958,050.      MT  (+/- 180 meters Scaled)
 EW0918
 EW0918                          SUPERSEDED SURVEY CONTROL
 EW0918
 EW0918  NGVD 29 (??/??/??)  839.76   (m)         2755.1    (f) RESET       3  
 EW0918
 EW0918.Superseded values are not recommended for survey control.
 EW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0918.See file dsdata.txt to determine how the superseded data were derived.
 EW0918
 EW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU665490(NAD 83)
 EW0918_MARKER: DD = SURVEY DISK
 EW0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0918_STAMPING: BM 117-41 1961 5869
 EW0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0918+STABILITY: SURFACE MOTION
 EW0918
 EW0918  HISTORY     - Date     Condition        Report By
 EW0918  HISTORY     - 1961     MONUMENTED       CA-037
 EW0918  HISTORY     - 1968     GOOD             NGS
 EW0918
 EW0918                          STATION DESCRIPTION
 EW0918
 EW0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0918'18.6 MI WNW FROM LANCASTER.
 EW0918'LANCASTER, 18.6 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D,
 EW0918'ABOUT 1.5 MILES WEST OF 170TH STREET WEST, ABOUT 135 YARDS WEST
 EW0918'OF THE WEEVILL INN CAFE, 95.0 FEET SOUTHWESTERLY OF POWER POLE NO.
 EW0918'1312362E, 35.5 FEET EAST OF POWER POLE NO. 1115259E, 31.0 FEET SOUTH
 EW0918'OF THE CENTER LINE OF AVENUE D.  SET IN THE TOP OF A 12 INCH CONCRETE
 EW0918'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER
 EW0918'MARKER PIPE IS 2.0 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0921 ***********************************************************************
 EW0921  DESIGNATION -  117 42 A LA CO
 EW0921  PID         -  EW0921
 EW0921  STATE/COUNTY-  CA/LOS ANGELES
 EW0921  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0921
 EW0921                         *CURRENT SURVEY CONTROL
 EW0921  ___________________________________________________________________
 EW0921* NAD 83(1986)-  34 46 29.     (N)    118 27 59.     (W)     SCALED    
 EW0921* NAVD 88     -       846.33   (+/-2cm)    2776.7    (feet)  VERTCON   
 EW0921  ___________________________________________________________________
 EW0921  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0921  VERT ORDER  -  THIRD (See Below)
 EW0921
 EW0921.The horizontal coordinates were scaled from a topographic map and have
 EW0921.an estimated accuracy of +/- 6 seconds.
 EW0921
 EW0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0921.The vertical order pertains to the NGVD 29 superseded value.
 EW0921
 EW0921.The geoid height was determined by GEOID03.
 EW0921
 EW0921;                    North         East    Units  Estimated Accuracy
 EW0921;SPC CA 5     -   641,500.    1,957,310.      MT  (+/- 180 meters Scaled)
 EW0921
 EW0921                          SUPERSEDED SURVEY CONTROL
 EW0921
 EW0921  NGVD 29 (??/??/??)  845.46   (m)         2773.8    (f) RESET       3  
 EW0921
 EW0921.Superseded values are not recommended for survey control.
 EW0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0921.See file dsdata.txt to determine how the superseded data were derived.
 EW0921
 EW0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU658490(NAD 83)
 EW0921_MARKER: DD = SURVEY DISK
 EW0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0921_STAMPING: BM 1961
 EW0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0921+STABILITY: SURFACE MOTION
 EW0921
 EW0921  HISTORY     - Date     Condition        Report By
 EW0921  HISTORY     - 1961     MONUMENTED       CA-037
 EW0921  HISTORY     - 1968     GOOD             NGS
 EW0921
 EW0921                          STATION DESCRIPTION
 EW0921
 EW0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0921'19.2 MI WNW FROM LANCASTER.
 EW0921'LANCASTER, 19.2 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D
 EW0921'AND 190TH STREET WEST, ABOUT 200 FEET WEST AND 44.8 FEET NORTH OF
 EW0921'THE APPROXIMATE CENTER LINE INTERSECTION, 7.5 FEET EAST OF POWER
 EW0921'POLE NO. 1312350E.  SET IN THE TOP OF A CONCRETE POST ABOUT 10
 EW0921'INCHES BELOW THE GROUND SURFACE, IN A WELL, UNDER A CAST IRON
 EW0921'COVER.  A 2 INCH DIAMETER MARKER PIPE IS 1.5 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0920 ***********************************************************************
 EW0920  DESIGNATION -  117 42 LA CO
 EW0920  PID         -  EW0920
 EW0920  STATE/COUNTY-  CA/LOS ANGELES
 EW0920  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0920
 EW0920                         *CURRENT SURVEY CONTROL
 EW0920  ___________________________________________________________________
 EW0920* NAD 83(1986)-  34 46 29.     (N)    118 27 59.     (W)     SCALED    
 EW0920* NAVD 88     -       846.23   (+/-2cm)    2776.3    (feet)  VERTCON   
 EW0920  ___________________________________________________________________
 EW0920  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0920  VERT ORDER  -  THIRD (See Below)
 EW0920
 EW0920.The horizontal coordinates were scaled from a topographic map and have
 EW0920.an estimated accuracy of +/- 6 seconds.
 EW0920
 EW0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0920.The vertical order pertains to the NGVD 29 superseded value.
 EW0920
 EW0920.The geoid height was determined by GEOID03.
 EW0920
 EW0920;                    North         East    Units  Estimated Accuracy
 EW0920;SPC CA 5     -   641,500.    1,957,310.      MT  (+/- 180 meters Scaled)
 EW0920
 EW0920                          SUPERSEDED SURVEY CONTROL
 EW0920
 EW0920  NGVD 29 (??/??/??)  845.36   (m)         2773.5    (f) RESET       3  
 EW0920
 EW0920.Superseded values are not recommended for survey control.
 EW0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0920.See file dsdata.txt to determine how the superseded data were derived.
 EW0920
 EW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU658490(NAD 83)
 EW0920_MARKER: DD = SURVEY DISK
 EW0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0920_STAMPING: BM 117-42 1961 5869
 EW0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0920+STABILITY: SURFACE MOTION
 EW0920
 EW0920  HISTORY     - Date     Condition        Report By
 EW0920  HISTORY     - 1961     MONUMENTED       CA-037
 EW0920  HISTORY     - 1968     GOOD             NGS
 EW0920
 EW0920                          STATION DESCRIPTION
 EW0920
 EW0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0920'19.2 MI WNW FROM LANCASTER.
 EW0920'LANCASTER, 19.2 MILES WEST-NORTHWESTERLY OF POST OFFICE.  AVENUE D
 EW0920'AND 190TH STREET WEST, 86.0 FEET SOUTH AND 32.0 FEET EAST OF THE
 EW0920'APPROXIMATE CENTER LINE INTERSECTION, 35.0 FEET SOUTHERLY OF POWER
 EW0920'POLE NO. 825561E.  SET IN THE TOP OF A 12 INCH CONCRETE POST
 EW0920'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER
 EW0920'MARKER PIPE IS 2.0 FEET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0922 ***********************************************************************
 EW0922  DESIGNATION -  117 43 LA CO
 EW0922  PID         -  EW0922
 EW0922  STATE/COUNTY-  CA/LOS ANGELES
 EW0922  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0922
 EW0922                         *CURRENT SURVEY CONTROL
 EW0922  ___________________________________________________________________
 EW0922* NAD 83(1986)-  34 46 00.     (N)    118 27 59.     (W)     SCALED    
 EW0922* NAVD 88     -       853.93   (+/-2cm)    2801.6    (feet)  VERTCON   
 EW0922  ___________________________________________________________________
 EW0922  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0922  VERT ORDER  -  THIRD (See Below)
 EW0922
 EW0922.The horizontal coordinates were scaled from a topographic map and have
 EW0922.an estimated accuracy of +/- 6 seconds.
 EW0922
 EW0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0922.The vertical order pertains to the NGVD 29 superseded value.
 EW0922
 EW0922.The geoid height was determined by GEOID03.
 EW0922
 EW0922;                    North         East    Units  Estimated Accuracy
 EW0922;SPC CA 5     -   640,600.    1,957,310.      MT  (+/- 180 meters Scaled)
 EW0922
 EW0922                          SUPERSEDED SURVEY CONTROL
 EW0922
 EW0922  NGVD 29 (??/??/??)  853.05   (m)         2798.7    (f) RESET       3  
 EW0922
 EW0922.Superseded values are not recommended for survey control.
 EW0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0922.See file dsdata.txt to determine how the superseded data were derived.
 EW0922
 EW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU658481(NAD 83)
 EW0922_MARKER: DD = SURVEY DISK
 EW0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0922_STAMPING: BM 117-43 1961 5869
 EW0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0922+STABILITY: SURFACE MOTION
 EW0922
 EW0922  HISTORY     - Date     Condition        Report By
 EW0922  HISTORY     - 1961     MONUMENTED       CA-037
 EW0922  HISTORY     - 1968     GOOD             NGS
 EW0922
 EW0922                          STATION DESCRIPTION
 EW0922
 EW0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0922'19 MI WNW FROM LANCASTER.
 EW0922'LANCASTER, 19.0 MILES WEST-NORTHWESTERLY OF POST OFFICE.  190TH
 EW0922'STREET WEST, ABOUT 0.5 MILE SOUTH OF AVENUE D, 290.5 FEET NORTHERLY
 EW0922'OF POWER POLE NO. 699426E, 38.5 FEET SOUTHERLY OF AN UNNUMBERED
 EW0922'POWER POLE, 28.5 FEET EAST OF THE APPROXIMATE CENTER LINE OF 190TH
 EW0922'STREET WEST.  SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING
 EW0922'ABOUT 6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER MARKER PIPE IS
 EW0922'2.0 FEET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6664 ***********************************************************************
 EW6664  DESIGNATION -  117 44 A LA CO
 EW6664  PID         -  EW6664
 EW6664  STATE/COUNTY-  CA/LOS ANGELES
 EW6664  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW6664
 EW6664                         *CURRENT SURVEY CONTROL
 EW6664  ___________________________________________________________________
 EW6664* NAD 83(1986)-  34 45 38.     (N)    118 28 00.     (W)     SCALED    
 EW6664* NAVD 88     -       861.17   (+/-2cm)    2825.4    (feet)  VERTCON   
 EW6664  ___________________________________________________________________
 EW6664  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW6664  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6664
 EW6664.The horizontal coordinates were scaled from a topographic map and have
 EW6664.an estimated accuracy of +/- 6 seconds.
 EW6664
 EW6664.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6664.The vertical order pertains to the NGVD 29 superseded value.
 EW6664
 EW6664.The geoid height was determined by GEOID03.
 EW6664
 EW6664;                    North         East    Units  Estimated Accuracy
 EW6664;SPC CA 5     -   639,930.    1,957,280.      MT  (+/- 180 meters Scaled)
 EW6664
 EW6664                          SUPERSEDED SURVEY CONTROL
 EW6664
 EW6664  NGVD 29 (??/??/92)  860.30   (m)         2822.5    (f) COMPUTED    1 1
 EW6664
 EW6664.Superseded values are not recommended for survey control.
 EW6664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6664.See file dsdata.txt to determine how the superseded data were derived.
 EW6664
 EW6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU657474(NAD 83)
 EW6664_MARKER: DD = SURVEY DISK
 EW6664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6664_STAMPING: BM 117-44A RE 7078
 EW6664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6664+STABILITY: SURFACE MOTION
 EW6664
 EW6664  HISTORY     - Date     Condition        Report By
 EW6664  HISTORY     - UNK      MONUMENTED       CA-037
 EW6664  HISTORY     - 1974     GOOD             CA-037
 EW6664
 EW6664                          STATION DESCRIPTION
 EW6664
 EW6664'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW6664'18.9 MI WNW FROM LANCASTER.
 EW6664'WEST LANCASTER AREA, 190TH STREET WEST AND AVENUE E AT THE NORTHEAST
 EW6664'CORNER.  101.0 FEET NORTHEASTERLY OF POWER POLE (NO NUMBER), 31.0 FEET
 EW6664'EAST OF APPROXIMATE CENTER OF 190TH STREET WEST, (A DIRT ROAD), 48.5
 EW6664'FEET NORTH OF APPROXIMATE CENTER OF AVENUE E (A DIRT ROAD), 2.0 FEET
 EW6664'EAST OF A 2-INCH DIAMETER MARKER PIPE, SET IN A 12 INCH BY 12 INCH
 EW6664'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0923 ***********************************************************************
 EW0923  DESIGNATION -  117 44 LA CO
 EW0923  PID         -  EW0923
 EW0923  STATE/COUNTY-  CA/LOS ANGELES
 EW0923  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0923
 EW0923                         *CURRENT SURVEY CONTROL
 EW0923  ___________________________________________________________________
 EW0923* NAD 83(1986)-  34 45 36.     (N)    118 27 58.     (W)     SCALED    
 EW0923* NAVD 88     -       862.09   (+/-2cm)    2828.4    (feet)  VERTCON   
 EW0923  ___________________________________________________________________
 EW0923  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0923  VERT ORDER  -  THIRD (See Below)
 EW0923
 EW0923.The horizontal coordinates were scaled from a topographic map and have
 EW0923.an estimated accuracy of +/- 6 seconds.
 EW0923
 EW0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0923.The vertical order pertains to the NGVD 29 superseded value.
 EW0923
 EW0923.The geoid height was determined by GEOID03.
 EW0923
 EW0923;                    North         East    Units  Estimated Accuracy
 EW0923;SPC CA 5     -   639,860.    1,957,330.      MT  (+/- 180 meters Scaled)
 EW0923
 EW0923                          SUPERSEDED SURVEY CONTROL
 EW0923
 EW0923  NGVD 29 (??/??/??)  861.21   (m)         2825.5    (f) RESET       3  
 EW0923
 EW0923.Superseded values are not recommended for survey control.
 EW0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0923.See file dsdata.txt to determine how the superseded data were derived.
 EW0923
 EW0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU658474(NAD 83)
 EW0923_MARKER: DD = SURVEY DISK
 EW0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0923_STAMPING: BM 117-44 1961 5869
 EW0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0923+STABILITY: SURFACE MOTION
 EW0923
 EW0923  HISTORY     - Date     Condition        Report By
 EW0923  HISTORY     - 1961     MONUMENTED       CA-037
 EW0923  HISTORY     - 1968     GOOD             NGS
 EW0923
 EW0923                          STATION DESCRIPTION
 EW0923
 EW0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0923'18.9 MI WNW FROM LANCASTER.
 EW0923'LANCASTER, 18.9 MILES WEST-NORTHWESTERLY OF POST OFFICE.  190TH
 EW0923'STREET WEST, ABOUT 1.0 MILE SOUTH OF AVENUE D, 215.0 FEET NORTHERLY
 EW0923'OF POWER POLE NO. 699421E 134.0 FEET SOUTH OF A DIRT ROAD TO THE
 EW0923'EAST, 55.0 FEET SOUTHERLY OF POWER POLE NO. 1120862E, 19.0 FEET
 EW0923'EAST OF THE CENTER LINE OF 190TH STREET WEST.  SET IN THE TOP OF A
 EW0923'12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0923'A 2 INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0924 ***********************************************************************
 EW0924  DESIGNATION -  117 45 LA CO
 EW0924  PID         -  EW0924
 EW0924  STATE/COUNTY-  CA/LOS ANGELES
 EW0924  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0924
 EW0924                         *CURRENT SURVEY CONTROL
 EW0924  ___________________________________________________________________
 EW0924* NAD 83(1986)-  34 45 11.     (N)    118 27 59.     (W)     SCALED    
 EW0924* NAVD 88     -       869.78   (+/-2cm)    2853.6    (feet)  VERTCON   
 EW0924  ___________________________________________________________________
 EW0924  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0924  VERT ORDER  -  THIRD (See Below)
 EW0924
 EW0924.The horizontal coordinates were scaled from a topographic map and have
 EW0924.an estimated accuracy of +/- 6 seconds.
 EW0924
 EW0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0924.The vertical order pertains to the NGVD 29 superseded value.
 EW0924
 EW0924.The geoid height was determined by GEOID03.
 EW0924
 EW0924;                    North         East    Units  Estimated Accuracy
 EW0924;SPC CA 5     -   639,090.    1,957,300.      MT  (+/- 180 meters Scaled)
 EW0924
 EW0924                          SUPERSEDED SURVEY CONTROL
 EW0924
 EW0924  NGVD 29 (??/??/??)  868.90   (m)         2850.7    (f) RESET       3  
 EW0924
 EW0924.Superseded values are not recommended for survey control.
 EW0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0924.See file dsdata.txt to determine how the superseded data were derived.
 EW0924
 EW0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU657466(NAD 83)
 EW0924_MARKER: DD = SURVEY DISK
 EW0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0924_STAMPING: BM 117-45 1961 5869
 EW0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0924+STABILITY: SURFACE MOTION
 EW0924
 EW0924  HISTORY     - Date     Condition        Report By
 EW0924  HISTORY     - 1961     MONUMENTED       CA-037
 EW0924  HISTORY     - 1968     GOOD             NGS
 EW0924
 EW0924                          STATION DESCRIPTION
 EW0924
 EW0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0924'18.8 MI WNW FROM LANCASTER.
 EW0924'LANCASTER, 18.8 MILES WEST-NORTHWESTERLY OF POST OFFICE.  190TH
 EW0924'STREET WEST, ABOUT 1.5 MILES SOUTH OF AVENUE D, AT THE INTERSECTION
 EW0924'WITH A DIRT ROAD TO THE WEST, 125.5 FEET WEST AND 48.0 FEET SOUTH
 EW0924'OF THE APPROXIMATE CENTER LINE INTERSECTION, 238.0 FEET SOUTHWEST
 EW0924'OF POWER POLE NO. 1120858E, 182.0 FEET NORTHWESTERLY OF POWER
 EW0924'POLE NO. 699417E.  SET IN THE TOP OF A 12 INCH CONCRETE POST
 EW0924'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER
 EW0924'MARKER PIPE IS 2.0 FEET TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0838 ***********************************************************************
 EW0838  DESIGNATION -  117 6 LA CO
 EW0838  PID         -  EW0838
 EW0838  STATE/COUNTY-  CA/LOS ANGELES
 EW0838  USGS QUAD   -  ROSAMOND (1973)
 EW0838
 EW0838                         *CURRENT SURVEY CONTROL
 EW0838  ___________________________________________________________________
 EW0838* NAD 83(1986)-  34 49 14.     (N)    118 12 10.     (W)     SCALED    
 EW0838* NAVD 88     -       715.69   (+/-2cm)    2348.1    (feet)  VERTCON   
 EW0838  ___________________________________________________________________
 EW0838  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0838  VERT ORDER  -  THIRD (See Below)
 EW0838
 EW0838.The horizontal coordinates were scaled from a topographic map and have
 EW0838.an estimated accuracy of +/- 6 seconds.
 EW0838
 EW0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0838.The vertical order pertains to the NGVD 29 superseded value.
 EW0838
 EW0838.The geoid height was determined by GEOID03.
 EW0838
 EW0838;                    North         East    Units  Estimated Accuracy
 EW0838;SPC CA 5     -   646,500.    1,981,450.      MT  (+/- 180 meters Scaled)
 EW0838
 EW0838                          SUPERSEDED SURVEY CONTROL
 EW0838
 EW0838  NGVD 29 (??/??/??)  714.85   (m)         2345.3    (f) RESET       3  
 EW0838
 EW0838.Superseded values are not recommended for survey control.
 EW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0838.See file dsdata.txt to determine how the superseded data were derived.
 EW0838
 EW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU900538(NAD 83)
 EW0838_MARKER: DD = SURVEY DISK
 EW0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0838_STAMPING: BM 117-6 1961 5869
 EW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0838+STABILITY: SURFACE MOTION
 EW0838
 EW0838  HISTORY     - Date     Condition        Report By
 EW0838  HISTORY     - 1961     MONUMENTED       CA-037
 EW0838  HISTORY     - 1968     GOOD             NGS
 EW0838
 EW0838                          STATION DESCRIPTION
 EW0838
 EW0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0838'9.1 MI NNW FROM LANCASTER.
 EW0838'LANCASTER, 9.1 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0838'A AND 40TH STREET WEST, AT THE KERN COUNTY LINE, 117.0 FEET
 EW0838'NORTHWESTERLY OF POWER POLE NO. 1103016E, 94.5 FEET WESTERLY
 EW0838'OF POWER POLE NO. 649710E, 61.0 FEET WEST AND 39.0 FEET SOUTH
 EW0838'OF THE APPROXIMATE CENTER LINE INTERSECTION.  SET IN THE TOP OF
 EW0838'A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0838'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0839 ***********************************************************************
 EW0839  DESIGNATION -  117 7 LA CO
 EW0839  PID         -  EW0839
 EW0839  STATE/COUNTY-  CA/LOS ANGELES
 EW0839  USGS QUAD   -  ROSAMOND (1973)
 EW0839
 EW0839                         *CURRENT SURVEY CONTROL
 EW0839  ___________________________________________________________________
 EW0839* NAD 83(1986)-  34 49 14.     (N)    118 12 54.     (W)     SCALED    
 EW0839* NAVD 88     -       719.63   (+/-2cm)    2361.0    (feet)  VERTCON   
 EW0839  ___________________________________________________________________
 EW0839  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0839  VERT ORDER  -  THIRD (See Below)
 EW0839
 EW0839.The horizontal coordinates were scaled from a topographic map and have
 EW0839.an estimated accuracy of +/- 6 seconds.
 EW0839
 EW0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0839.The vertical order pertains to the NGVD 29 superseded value.
 EW0839
 EW0839.The geoid height was determined by GEOID03.
 EW0839
 EW0839;                    North         East    Units  Estimated Accuracy
 EW0839;SPC CA 5     -   646,500.    1,980,330.      MT  (+/- 180 meters Scaled)
 EW0839
 EW0839                          SUPERSEDED SURVEY CONTROL
 EW0839
 EW0839  NGVD 29 (??/??/??)  718.79   (m)         2358.2    (f) RESET       3  
 EW0839
 EW0839.Superseded values are not recommended for survey control.
 EW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0839.See file dsdata.txt to determine how the superseded data were derived.
 EW0839
 EW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU888538(NAD 83)
 EW0839_MARKER: DD = SURVEY DISK
 EW0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0839_STAMPING: BM 117-7 1961 5869
 EW0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0839+STABILITY: SURFACE MOTION
 EW0839
 EW0839  HISTORY     - Date     Condition        Report By
 EW0839  HISTORY     - 1961     MONUMENTED       CA-037
 EW0839  HISTORY     - 1968     GOOD             NGS
 EW0839
 EW0839                          STATION DESCRIPTION
 EW0839
 EW0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0839'9.3 MI NNW FROM LANCASTER.
 EW0839'LANCASTER, 9.3 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0839'A, AT THE KERN COUNTY LINE ABOUT 3.3 MILES WEST OF SIERRA
 EW0839'HIGHWAY, 151 FEET SOUTHWESTERLY OF POWER POLE NO. 955229E, 101
 EW0839'FEET WEST AND 81.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A WATER
 EW0839'RESERVOIR, 39 FEET SOUTH OF THE CENTER LINE OF AVENUE A, 32.0
 EW0839'FEET SOUTHEASTERLY OF POWER POLE NO. 955226E.  SET IN THE TOP
 EW0839'OF A 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0839'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0840 ***********************************************************************
 EW0840  DESIGNATION -  117 8 LA CO
 EW0840  PID         -  EW0840
 EW0840  STATE/COUNTY-  CA/LOS ANGELES
 EW0840  USGS QUAD   -  ROSAMOND (1973)
 EW0840
 EW0840                         *CURRENT SURVEY CONTROL
 EW0840  ___________________________________________________________________
 EW0840* NAD 83(1986)-  34 49 13.     (N)    118 13 13.     (W)     SCALED    
 EW0840* NAVD 88     -       721.26   (+/-2cm)    2366.3    (feet)  VERTCON   
 EW0840  ___________________________________________________________________
 EW0840  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0840  VERT ORDER  -  THIRD (See Below)
 EW0840
 EW0840.The horizontal coordinates were scaled from a topographic map and have
 EW0840.an estimated accuracy of +/- 6 seconds.
 EW0840
 EW0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0840.The vertical order pertains to the NGVD 29 superseded value.
 EW0840
 EW0840.The geoid height was determined by GEOID03.
 EW0840
 EW0840;                    North         East    Units  Estimated Accuracy
 EW0840;SPC CA 5     -   646,470.    1,979,850.      MT  (+/- 180 meters Scaled)
 EW0840
 EW0840                          SUPERSEDED SURVEY CONTROL
 EW0840
 EW0840  NGVD 29 (??/??/??)  720.42   (m)         2363.6    (f) RESET       3  
 EW0840
 EW0840.Superseded values are not recommended for survey control.
 EW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0840.See file dsdata.txt to determine how the superseded data were derived.
 EW0840
 EW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU884537(NAD 83)
 EW0840_MARKER: DD = SURVEY DISK
 EW0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0840_STAMPING: BM 117-8 1961 5869
 EW0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0840+STABILITY: SURFACE MOTION
 EW0840
 EW0840  HISTORY     - Date     Condition        Report By
 EW0840  HISTORY     - 1961     MONUMENTED       CA-037
 EW0840  HISTORY     - 1968     GOOD             NGS
 EW0840
 EW0840                          STATION DESCRIPTION
 EW0840
 EW0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0840'9.5 MI NNW FROM LANCASTER.
 EW0840'LANCASTER, 9.5 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0840'A AND 50TH STREET WEST, AT THE KERN COUNTY LINE ABOUT 3.6 MILES
 EW0840'WEST OF SIERRA HIGHWAY, 100 FEET WESTERLY OF POWER POLE NO.
 EW0840'951604E, 88.5 FEET NORTHWESTERLY OF AN UNNUMBERED POWER POLE,
 EW0840'51.9 FEET WEST AND 43.0 FEET SOUTH OF THE CENTER LINE INTERSECTION.
 EW0840'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0841 ***********************************************************************
 EW0841  DESIGNATION -  117 9 LA CO
 EW0841  PID         -  EW0841
 EW0841  STATE/COUNTY-  CA/LOS ANGELES
 EW0841  USGS QUAD   -  ROSAMOND (1973)
 EW0841
 EW0841                         *CURRENT SURVEY CONTROL
 EW0841  ___________________________________________________________________
 EW0841* NAD 83(1986)-  34 49 13.     (N)    118 13 44.     (W)     SCALED    
 EW0841* NAVD 88     -       724.08   (+/-2cm)    2375.6    (feet)  VERTCON   
 EW0841  ___________________________________________________________________
 EW0841  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW0841  VERT ORDER  -  THIRD (See Below)
 EW0841
 EW0841.The horizontal coordinates were scaled from a topographic map and have
 EW0841.an estimated accuracy of +/- 6 seconds.
 EW0841
 EW0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0841.The vertical order pertains to the NGVD 29 superseded value.
 EW0841
 EW0841.The geoid height was determined by GEOID03.
 EW0841
 EW0841;                    North         East    Units  Estimated Accuracy
 EW0841;SPC CA 5     -   646,480.    1,979,060.      MT  (+/- 180 meters Scaled)
 EW0841
 EW0841                          SUPERSEDED SURVEY CONTROL
 EW0841
 EW0841  NGVD 29 (??/??/??)  723.24   (m)         2372.8    (f) RESET       3  
 EW0841
 EW0841.Superseded values are not recommended for survey control.
 EW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0841.See file dsdata.txt to determine how the superseded data were derived.
 EW0841
 EW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU876538(NAD 83)
 EW0841_MARKER: DD = SURVEY DISK
 EW0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0841_STAMPING: BM 117-9 1961 5869
 EW0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0841+STABILITY: SURFACE MOTION
 EW0841
 EW0841  HISTORY     - Date     Condition        Report By
 EW0841  HISTORY     - 1961     MONUMENTED       CA-037
 EW0841  HISTORY     - 1968     GOOD             NGS
 EW0841
 EW0841                          STATION DESCRIPTION
 EW0841
 EW0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0841'9.7 MI NNW FROM LANCASTER.
 EW0841'LANCASTER, 9.7 MILES NORTH-NORTHWESTERLY OF POST OFFICE.  AVENUE
 EW0841'A, ABOUT 4.1 MILES WEST OF SIERRA HIGHWAY, 59.5 FEET WESTERLY
 EW0841'OF A BARBED WIRE FENCE CORNER, 50.0 FEET WEST-SOUTHWESTERLY OF
 EW0841'POWER POLE NO. 673862E, 31.5 FEET SOUTH OF THE CENTER LINE OF
 EW0841'AVENUE A.  SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6470 ***********************************************************************
 EW6470  DESIGNATION -  117 F 1 LACFCD
 EW6470  PID         -  EW6470
 EW6470  STATE/COUNTY-  CA/LOS ANGELES
 EW6470  USGS QUAD   -  TOPANGA (1991)
 EW6470
 EW6470                         *CURRENT SURVEY CONTROL
 EW6470  ___________________________________________________________________
 EW6470* NAD 83(1986)-  34 02 45.     (N)    118 34 42.     (W)     SCALED    
 EW6470* NAVD 88     -        24.95   (+/-2cm)      81.9    (feet)  VERTCON   
 EW6470  ___________________________________________________________________
 EW6470  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EW6470  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6470
 EW6470.The horizontal coordinates were scaled from a topographic map and have
 EW6470.an estimated accuracy of +/- 6 seconds.
 EW6470
 EW6470.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6470.The vertical order pertains to the NGVD 29 superseded value.
 EW6470
 EW6470.The geoid height was determined by GEOID03.
 EW6470
 EW6470;                    North         East    Units  Estimated Accuracy
 EW6470;SPC CA 5     -   560,700.    1,946,600.      MT  (+/- 180 meters Scaled)
 EW6470
 EW6470                          SUPERSEDED SURVEY CONTROL
 EW6470
 EW6470  NGVD 29 (??/??/92)   24.180  (m)           79.33   (f) ADJ UNCH    1 1
 EW6470
 EW6470.Superseded values are not recommended for survey control.
 EW6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6470.See file dsdata.txt to determine how the superseded data were derived.
 EW6470
 EW6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT543683(NAD 83)
 EW6470_MARKER: DD = SURVEY DISK
 EW6470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6470_SP_SET: IN CONCRETE
 EW6470_STAMPING: FC BM 117 F-1 1946
 EW6470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6470
 EW6470  HISTORY     - Date     Condition        Report By
 EW6470  HISTORY     - 1946     MONUMENTED       CA-037
 EW6470  HISTORY     - 1968     GOOD             CA-037
 EW6470  HISTORY     - 1971     GOOD             CA-037
 EW6470  HISTORY     - 1978     POOR             NGS
 EW6470
 EW6470                          STATION DESCRIPTION
 EW6470
 EW6470'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW6470'2.9 MI SE FROM FERNWOOD.
 EW6470'2.9 MI SE OF FERNWOOD, TOPANGA CANYON BLVD AND BROOKSIDE DRIVE,
 EW6470'ABOUT 0.5 MI N OF THE PACIFIC COAST HWY, 11.0 FT E OF THE E
 EW6470'EDGE OF THE PAVEMENT OF TOPANGA CANYON BLVD, 4.3 FT W OF PP
 EW6470'775283E AND 75.0 FT S OF THE SW CORNER OF HOUSE NO 3504, A ONE
 EW6470'STORY FRAME HOUSE, SET IN CONCRETE FLUSH WITH THE SURFACE.
 EW6470
 EW6470                          STATION RECOVERY (1971)
 EW6470
 EW6470'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW6470'RECOVERED IN GOOD CONDITION.
 EW6470
 EW6470                          STATION RECOVERY (1978)
 EW6470
 EW6470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6470'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4042 ***********************************************************************
 EW4042  DESIGNATION -  117 F 3
 EW4042  PID         -  EW4042
 EW4042  STATE/COUNTY-  CA/LOS ANGELES
 EW4042  USGS QUAD   -  TOPANGA (1991)
 EW4042
 EW4042                         *CURRENT SURVEY CONTROL
 EW4042  ___________________________________________________________________
 EW4042* NAD 83(1986)-  34 03 26.     (N)    118 34 58.     (W)     SCALED    
 EW4042* NAVD 88     -        68.226  (meters)     223.84   (feet)  ADJUSTED  
 EW4042  ___________________________________________________________________
 EW4042  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EW4042  DYNAMIC HT  -          68.154 (meters)     223.60  (feet)  COMP
 EW4042  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 EW4042
 EW4042  VERT ORDER  -  FIRST     CLASS I
 EW4042
 EW4042.The horizontal coordinates were scaled from a topographic map and have
 EW4042.an estimated accuracy of +/- 6 seconds.
 EW4042
 EW4042.The orthometric height was determined by differential leveling
 EW4042.and adjusted in June 1995.
 EW4042
 EW4042.The geoid height was determined by GEOID03.
 EW4042
 EW4042.The dynamic height is computed by dividing the NAVD 88
 EW4042.geopotential number by the normal gravity value computed on the
 EW4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4042.degrees latitude (g = 980.6199 gals.).
 EW4042
 EW4042.The modeled gravity was interpolated from observed gravity values.
 EW4042
 EW4042;                    North         East    Units  Estimated Accuracy
 EW4042;SPC CA 5     -   561,970.    1,946,200.      MT  (+/- 180 meters Scaled)
 EW4042
 EW4042                          SUPERSEDED SURVEY CONTROL
 EW4042
 EW4042  NAVD 88 (10/28/92)   68.243  (m)          223.89   (f) UNKNOWN     1 1
 EW4042  NGVD 29 (??/??/92)   67.467  (m)          221.35   (f) ADJ UNCH    1 1
 EW4042
 EW4042.Superseded values are not recommended for survey control.
 EW4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4042.See file dsdata.txt to determine how the superseded data were derived.
 EW4042
 EW4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT539696(NAD 83)
 EW4042_MARKER: DD = SURVEY DISK
 EW4042_SETTING: 66 = SET IN ROCK OUTCROP
 EW4042_SP_SET: IN A DRILL HOLE IN BEDROCK
 EW4042_STAMPING: F.C.B.M. 17-F3 1946
 EW4042_MARK LOGO: CA-037
 EW4042_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW4042+STABILITY: POSITION/ELEVATION WELL
 EW4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4042+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4042
 EW4042  HISTORY     - Date     Condition        Report By
 EW4042  HISTORY     - 1946     MONUMENTED       CA-037
 EW4042  HISTORY     - 1961     GOOD             NGS
 EW4042  HISTORY     - 1971     GOOD             CA-037
 EW4042  HISTORY     - 1978     GOOD             NGS
 EW4042  HISTORY     - 19890518 GOOD             NGS
 EW4042  HISTORY     - 19940614 GOOD             NGS
 EW4042
 EW4042                          STATION DESCRIPTION
 EW4042
 EW4042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4042'2.7 MI SE FROM TOPANGA.
 EW4042'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW4042'AT TOPANGA, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EW4042'IN THE TOP OF A LEDGE OF A LARGE SANDSTONE OUTCROP, 80 FEET
 EW4042'NORTHWEST OF THE NORTHEAST END OF CULVERT A 1.575 MI., 42 FEET
 EW4042'SOUTHEAST OF POWER LINE POLE 775272E, ABOUT 3 FEET ABOVE THE
 EW4042'GROUND AND 2 1/2 FEET HIGHER THAN THE ROAD.
 EW4042
 EW4042                          STATION RECOVERY (1971)
 EW4042
 EW4042'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4042'RECOVERED IN GOOD CONDITION.
 EW4042
 EW4042                          STATION RECOVERY (1978)
 EW4042
 EW4042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4042'ADD--ABOUT 100 FT. SOUTHEAST AND ACROSS THE BOULEVARD FROM HOUSE
 EW4042'NUMBER 2575.
 EW4042
 EW4042                          STATION RECOVERY (1989)
 EW4042
 EW4042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4042'RECOVERED IN GOOD CONDITION.
 EW4042
 EW4042                          STATION RECOVERY (1994)
 EW4042
 EW4042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4042'4.4 KM (2.75 MI) SOUTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4042'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, NEAR THE CENTER OF A 7 BY
 EW4042'10-FOOT AREA OF EXPOSED BEDROCK, 12.9 M (42.3 FT) SOUTHEAST OF A
 EW4042'T-JUNCTION UTILITY POLE, 6.2 M (20.3 FT) NORTHEAST OF THE HIGHWAY
 EW4042'CENTERLINE, 2.4 M (7.9 FT) NORTHWEST OF THE EXTENDED CENTER OF THE
 EW4042'MOST NORTHWESTERLY OF 2 DRIVEWAYS LEADING TO HOUSE NUMBER 2575, AND
 EW4042'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0214 ***********************************************************************
 MW0214  DESIGNATION -  117 GWM USGS
 MW0214  PID         -  MW0214
 MW0214  STATE/COUNTY-  CA/MODOC
 MW0214  USGS QUAD   -  PEREZ (1993)
 MW0214
 MW0214                         *CURRENT SURVEY CONTROL
 MW0214  ___________________________________________________________________
 MW0214* NAD 83(1986)-  41 38 55.     (N)    121 17 46.     (W)     SCALED    
 MW0214* NAVD 88     -      1289.669  (meters)    4231.19   (feet)  ADJUSTED  
 MW0214  ___________________________________________________________________
 MW0214  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 MW0214  DYNAMIC HT  -        1288.814 (meters)    4228.38  (feet)  COMP
 MW0214  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 MW0214
 MW0214  VERT ORDER  -  SECOND    CLASS 0
 MW0214
 MW0214.The horizontal coordinates were scaled from a topographic map and have
 MW0214.an estimated accuracy of +/- 6 seconds.
 MW0214
 MW0214.The orthometric height was determined by differential leveling
 MW0214.and adjusted in June 1991.
 MW0214
 MW0214.The geoid height was determined by GEOID03.
 MW0214
 MW0214.The dynamic height is computed by dividing the NAVD 88
 MW0214.geopotential number by the normal gravity value computed on the
 MW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0214.degrees latitude (g = 980.6199 gals.).
 MW0214
 MW0214.The modeled gravity was interpolated from observed gravity values.
 MW0214
 MW0214;                    North         East    Units  Estimated Accuracy
 MW0214;SPC CA 1     -   757,330.    2,058,640.      MT  (+/- 180 meters Scaled)
 MW0214
 MW0214                          SUPERSEDED SURVEY CONTROL
 MW0214
 MW0214  NGVD 29 (??/??/??) 1288.582  (m)         4227.62   (f) ADJUSTED    2 0
 MW0214
 MW0214.Superseded values are not recommended for survey control.
 MW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0214.See file dsdata.txt to determine how the superseded data were derived.
 MW0214
 MW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM418121(NAD 83)
 MW0214_MARKER: DD = SURVEY DISK
 MW0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0214_STAMPING: 117 GWM 4228 1949
 MW0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0214+STABILITY: SURFACE MOTION
 MW0214
 MW0214  HISTORY     - Date     Condition        Report By
 MW0214  HISTORY     - 1949     MONUMENTED       USGS
 MW0214  HISTORY     - 1954     GOOD             NGS
 MW0214
 MW0214                          STATION DESCRIPTION
 MW0214
 MW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MW0214'3.1 MI SW FROM PEREZ.
 MW0214'0.45 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SOUTHERN PACIFIC
 MW0214'COMPANY RAILROAD WATER TANK AT PEREZ, THENCE 2.65 MILES SOUTHWEST
 MW0214'ALONG THE GRIMMET ROAD FROM THE JUNCTION OF STATE HIGHWAY 139, 40
 MW0214'FEET NORTH OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD LEADING
 MW0214'NORTHWEST, 25 FEET NORTHWEST OF THE CENTER LINE OF THE GRIMMET ROAD,
 MW0214'1.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 MW0214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 MW0214'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AD9490 ***********************************************************************
 AD9490  DESIGNATION -  117+00
 AD9490  PID         -  AD9490
 AD9490  STATE/COUNTY-  CA/RIVERSIDE
 AD9490  USGS QUAD   -  LAKE MATHEWS (1988)
 AD9490
 AD9490                         *CURRENT SURVEY CONTROL
 AD9490  ___________________________________________________________________
 AD9490* NAD 83(1986)-  33 51 12.     (N)    117 27 08.     (W)     SCALED    
 AD9490* NAVD 88     -       395.179  (meters)    1296.52   (feet)  ADJUSTED  
 AD9490  ___________________________________________________________________
 AD9490  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AD9490  DYNAMIC HT  -         394.739 (meters)    1295.07  (feet)  COMP
 AD9490  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 AD9490
 AD9490  VERT ORDER  -  FIRST     CLASS II
 AD9490
 AD9490.The horizontal coordinates were scaled from a topographic map and have
 AD9490.an estimated accuracy of +/- 6 seconds.
 AD9490
 AD9490.The orthometric height was determined by differential leveling
 AD9490.and adjusted in August 1997.
 AD9490
 AD9490.The geoid height was determined by GEOID03.
 AD9490
 AD9490.The dynamic height is computed by dividing the NAVD 88
 AD9490.geopotential number by the normal gravity value computed on the
 AD9490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9490.degrees latitude (g = 980.6199 gals.).
 AD9490
 AD9490.The modeled gravity was interpolated from observed gravity values.
 AD9490
 AD9490;                    North         East    Units  Estimated Accuracy
 AD9490;SPC CA 6     -   687,700.    1,888,750.      MT  (+/- 180 meters Scaled)
 AD9490
 AD9490                          SUPERSEDED SURVEY CONTROL
 AD9490
 AD9490.No superseded survey control is available for this station.
 AD9490
 AD9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT581459(NAD 83)
 AD9490_MARKER: P = PIPE CAP
 AD9490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9490_STAMPING: STA 117+00
 AD9490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9490+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 AD9490
 AD9490  HISTORY     - Date     Condition        Report By
 AD9490  HISTORY     - 1966     MONUMENTED       MWDSC
 AD9490  HISTORY     - 19950123 GOOD             MWDSC
 AD9490
 AD9490                          STATION DESCRIPTION
 AD9490
 AD9490'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AD9490'FROM 91 FRWY GO SOUTH ON LA SIERRA AVE TO EL SOBRANTE RD, THEN 0.1
 AD9490'MILE (0.2 KM) EAST ON EL SOBRANTE RD TO MWDSC ENTRANCE ROAD.  FOLLOW
 AD9490'AC ROAD TURNING LEFT BEFORE MAINTENANCE YARD AND GO TO TOE OF DIKE NO.
 AD9490'1 OF LAKE MATHEWS, 300 FEET (91.4 M) FROM THE WEST END AT TOE OF DIKE.
 AD9490'A 2 INCH DIAMETER IRON PIPE WITH A 1-3/8 INCH BRASS TAG AND BRASS NAIL
 AD9490'SET IN A 1 FOOT (0.3 M) SQ CONCRETE SLAB AND 0.1 FOOT (3.0 CM) ABOVE
 AD9490'SLAB, 0.3 FOOT (9.1 CM) ABOVE NATURAL GROUND.  60 FEET (18.3 M) SOUTH
 AD9490'OF MAINTENANCE YARD 7 FOOT (2.1 M) CHAIN LINK FENCE. A CARSONITE
 AD9490'WITNESS 2 FEET (0.6 M) SOUTH OF MONUMENT.  REF MWD FB 2513 02 078.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0939 ***********************************************************************
 GU0939  DESIGNATION -  117.42 R
 GU0939  PID         -  GU0939
 GU0939  STATE/COUNTY-  CA/FRESNO
 GU0939  USGS QUAD   -  LEVIS (1984)
 GU0939
 GU0939                         *CURRENT SURVEY CONTROL
 GU0939  ___________________________________________________________________
 GU0939* NAD 83(1986)-  36 36 15.     (N)    120 29 27.     (W)     SCALED    
 GU0939* NAVD 88     -       101.82   (+/-2cm)     334.1    (feet)  VERTCON   
 GU0939  ___________________________________________________________________
 GU0939  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0939  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0939
 GU0939.The horizontal coordinates were scaled from a topographic map and have
 GU0939.an estimated accuracy of +/- 6 seconds.
 GU0939
 GU0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0939.The vertical order pertains to the NGVD 29 superseded value.
 GU0939
 GU0939.The geoid height was determined by GEOID03.
 GU0939
 GU0939;                    North         East    Units  Estimated Accuracy
 GU0939;SPC CA 4     -   642,050.    1,866,630.      MT  (+/- 180 meters Scaled)
 GU0939
 GU0939                          SUPERSEDED SURVEY CONTROL
 GU0939
 GU0939  NGVD 29 (??/??/92)  101.018  (m)          331.42   (f) ADJ UNCH    1 1
 GU0939
 GU0939.Superseded values are not recommended for survey control.
 GU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0939.See file dsdata.txt to determine how the superseded data were derived.
 GU0939
 GU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF244538(NAD 83)
 GU0939_MARKER: DD = SURVEY DISK
 GU0939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0939_SP_SET: HEADWALL
 GU0939_STAMPING: 117.42 R
 GU0939_MARK LOGO: BOR   
 GU0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0939+STABILITY: SURFACE MOTION
 GU0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0939+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0939
 GU0939  HISTORY     - Date     Condition        Report By
 GU0939  HISTORY     - UNK      MONUMENTED       BOR
 GU0939  HISTORY     - 1967     GOOD             NGS
 GU0939  HISTORY     - 1975     GOOD             NGS
 GU0939  HISTORY     - 19881201 GOOD             NGS
 GU0939
 GU0939                          STATION DESCRIPTION
 GU0939
 GU0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0939'30.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0939'30.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0939'DOS AMIGOS PUMP PLANT, 0.05 MILE NORTHWEST OF THE WEST END OF
 GU0939'MANNING AVENUE BRIDGE OVER THE AQUEDUCT, IN THE TOP OF THE
 GU0939'CENTER OF A CONCRETE TURNOUT STRUCTURE, 25 FEET NORTHEAST OF
 GU0939'THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST
 GU0939'OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT,
 GU0939'AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0939
 GU0939                          STATION RECOVERY (1975)
 GU0939
 GU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0939'RECOVERED IN GOOD CONDITION.
 GU0939
 GU0939                          STATION RECOVERY (1988)
 GU0939
 GU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0938 ***********************************************************************
 GU0938  DESIGNATION -  117.44 L
 GU0938  PID         -  GU0938
 GU0938  STATE/COUNTY-  CA/FRESNO
 GU0938  USGS QUAD   -  LEVIS (1984)
 GU0938
 GU0938                         *CURRENT SURVEY CONTROL
 GU0938  ___________________________________________________________________
 GU0938* NAD 83(1986)-  36 36 13.     (N)    120 29 21.     (W)     SCALED    
 GU0938* NAVD 88     -       101.72   (+/-2cm)     333.7    (feet)  VERTCON   
 GU0938  ___________________________________________________________________
 GU0938  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0938  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0938
 GU0938.The horizontal coordinates were scaled from a topographic map and have
 GU0938.an estimated accuracy of +/- 6 seconds.
 GU0938
 GU0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0938.The vertical order pertains to the NGVD 29 superseded value.
 GU0938
 GU0938.The geoid height was determined by GEOID03.
 GU0938
 GU0938;                    North         East    Units  Estimated Accuracy
 GU0938;SPC CA 4     -   641,990.    1,866,780.      MT  (+/- 180 meters Scaled)
 GU0938
 GU0938                          SUPERSEDED SURVEY CONTROL
 GU0938
 GU0938  NGVD 29 (??/??/92)  100.914  (m)          331.08   (f) ADJ UNCH    1 1
 GU0938
 GU0938.Superseded values are not recommended for survey control.
 GU0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0938.See file dsdata.txt to determine how the superseded data were derived.
 GU0938
 GU0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF245538(NAD 83)
 GU0938_MARKER: DD = SURVEY DISK
 GU0938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0938_SP_SET: CANAL LINING
 GU0938_STAMPING: 117.44 L SF 503
 GU0938_MARK LOGO: BOR   
 GU0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0938+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0938
 GU0938  HISTORY     - Date     Condition        Report By
 GU0938  HISTORY     - UNK      MONUMENTED       BOR
 GU0938  HISTORY     - 1969     GOOD             NGS
 GU0938  HISTORY     - 1975     GOOD             NGS
 GU0938  HISTORY     - 19881201 GOOD             NGS
 GU0938
 GU0938                          STATION DESCRIPTION
 GU0938
 GU0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0938'30.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0938'30.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0938'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP
 GU0938'OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 137.5 FEET
 GU0938'NORTH OF BENCH MARK 117.47 L (USBR) WHICH IS IN MANNING AVENUE
 GU0938'BRIDGE, 0.8 FOOT NORTHWEST OF A WITNESS POST.
 GU0938
 GU0938                          STATION RECOVERY (1975)
 GU0938
 GU0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0938'RECOVERED IN GOOD CONDITION.
 GU0938
 GU0938                          STATION RECOVERY (1988)
 GU0938
 GU0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0937 ***********************************************************************
 GU0937  HT_MOD      -  This is a Height Modernization Survey Station.
 GU0937  DESIGNATION -  117.47 L
 GU0937  PID         -  GU0937
 GU0937  STATE/COUNTY-  CA/FRESNO
 GU0937  USGS QUAD   -  LEVIS (1984)
 GU0937
 GU0937                         *CURRENT SURVEY CONTROL
 GU0937  ___________________________________________________________________
 GU0937* NAD 83(2007)-  36 36 13.66441(N)    120 29 20.77073(W)     ADJUSTED  
 GU0937* NAVD 88     -       103.97   (meters)     341.1    (feet)  GPS OBS   
 GU0937  ___________________________________________________________________
 GU0937  EPOCH DATE  -        2007.00
 GU0937  X           -  -2,600,998.882 (meters)                     COMP
 GU0937  Y           -  -4,417,540.876 (meters)                     COMP
 GU0937  Z           -   3,782,229.253 (meters)                     COMP
 GU0937  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GU0937  ELLIP HEIGHT-          70.418 (meters)          (02/10/07) ADJUSTED
 GU0937  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0937
 GU0937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU0937  Type    PID    Designation                      North   East  Ellip
 GU0937  -------------------------------------------------------------------
 GU0937  NETWORK GU0937 117.47 L                          1.61   1.71   3.82
 GU0937  -------------------------------------------------------------------
 GU0937
 GU0937.The horizontal coordinates were established by GPS observations
 GU0937.and adjusted by the National Geodetic Survey in February 2007.
 GU0937
 GU0937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU0937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU0937.The horizontal coordinates are valid at the epoch date displayed above.
 GU0937.The epoch date for horizontal control is a decimal equivalence
 GU0937.of Year/Month/Day.
 GU0937
 GU0937.The orthometric height was determined by GPS observations and a
 GU0937.high-resolution geoid model.
 GU0937.The orthometric height was determined by GPS observations and a
 GU0937.high-resolution geoid model using precise GPS observation and
 GU0937.processing techniques. It supersedes the leveled height previously
 GU0937.determined for this station.
 GU0937
 GU0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU0937
 GU0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU0937
 GU0937.The ellipsoidal height was determined by GPS observations
 GU0937.and is referenced to NAD 83.
 GU0937
 GU0937.The geoid height was determined by GEOID03.
 GU0937
 GU0937;                    North         East     Units Scale Factor Converg.
 GU0937;SPC CA 4     -   642,005.029 1,866,781.126   MT  0.99994084   -0 53 18.2
 GU0937;SPC CA 4     - 2,106,311.50  6,124,597.74   sFT  0.99994084   -0 53 18.2
 GU0937;UTM  10      - 4,053,856.991   724,584.507   MT  1.00022145   +1 29 52.1
 GU0937
 GU0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU0937!SPC CA 4     -   0.99998895  x   0.99994084  =   0.99992979
 GU0937!UTM  10      -   0.99998895  x   1.00022145  =   1.00021040
 GU0937
 GU0937                          SUPERSEDED SURVEY CONTROL
 GU0937
 GU0937  NAD 83(1998)-  36 36 13.66321(N)    120 29 20.77020(W) AD(2004.50) B
 GU0937  ELLIP H (06/30/05)   70.433  (m)                       GP(       ) 4 1
 GU0937  NAVD 88 (06/15/91)  104.079  (m)          341.47   (f) ADJUSTED    1 1
 GU0937  NGVD 29 (??/??/92)  103.254  (m)          338.76   (f) ADJ UNCH    1 1
 GU0937
 GU0937.Superseded values are not recommended for survey control.
 GU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0937.See file dsdata.txt to determine how the superseded data were derived.
 GU0937
 GU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2458553857(NAD 83)
 GU0937_MARKER: DB = BENCH MARK DISK
 GU0937_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0937_SP_SET: ABUTMENT
 GU0937_STAMPING: 117.47 L
 GU0937_MARK LOGO: BOR   
 GU0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0937+STABILITY: SURFACE MOTION
 GU0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0937+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 GU0937
 GU0937  HISTORY     - Date     Condition        Report By
 GU0937  HISTORY     - UNK      MONUMENTED       BOR
 GU0937  HISTORY     - 1967     GOOD             NGS
 GU0937  HISTORY     - 1975     GOOD             NGS
 GU0937  HISTORY     - 19881201 GOOD             NGS
 GU0937  HISTORY     - 20040901 GOOD             CSRC
 GU0937
 GU0937                          STATION DESCRIPTION
 GU0937
 GU0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0937'30.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0937'30.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0937'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP
 GU0937'AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE CURB
 GU0937'OF MANNING AVENUE BRIDGE OVER THE AQUEDUCT, 14 FEET NORTH OF
 GU0937'THE CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN
 GU0937'THE AVENUE.
 GU0937
 GU0937                          STATION RECOVERY (1975)
 GU0937
 GU0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0937'RECOVERED IN GOOD CONDITION.
 GU0937
 GU0937                          STATION RECOVERY (1988)
 GU0937
 GU0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0937'RECOVERED IN GOOD CONDITION.
 GU0937
 GU0937                          STATION RECOVERY (2004)
 GU0937
 GU0937'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 GU0937'STATION IS APPROXIMATELY 58 KM (36 MILES) SOUTHEAST OF LOS BANOS.  TO
 GU0937'REACH FROM THE INTERSECTION OF I-5 AND HWY 33 NORTH, GO NORTH ON I-5
 GU0937'APPROXIMATELY  25.3 KM (15.7 MILES) TO THE MANNING AVE. EXIT. GO EAST
 GU0937'ON MANNING AVE 8.7 KM  (5.4 MILES) TO THE  BRIDGE OVERPASS FOR THE
 GU0937'CALIFORNIA AQUEDUCT AND THE STATION ON THE LEFT.  THE  AQUEDUCT IS
 GU0937'45.7 M (150 FT) WEST OF THE INTERSECTION OF MANNING AVE. AND ORMSBY
 GU0937'RD.   STATION IS LOCATED AT THE NORTHEAST CORNER OF THE BRIDGE, 4.5 M
 GU0937'(15 FT) NORTH OF THE  CENTERLINE OF MANNING AVE. AND 35 M (115 FT)
 GU0937'WEST OF THE CENTERLINE OF ORMSBY RD,  IN THE  TOP OF AND 1.0 FOOT WEST
 GU0937'OF THE EAST END OF THE NORTH CONCRETE CURB OF MANNING AVENUE  BRIDGE
 GU0937'OVER THE AQUEDUCT. THIS STATION WAS OBSERVED AS PART OF THE SAN
 GU0937'JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0936 ***********************************************************************
 GU0936  DESIGNATION -  117.51 L
 GU0936  PID         -  GU0936
 GU0936  STATE/COUNTY-  CA/FRESNO
 GU0936  USGS QUAD   -  LEVIS (1984)
 GU0936
 GU0936                         *CURRENT SURVEY CONTROL
 GU0936  ___________________________________________________________________
 GU0936* NAD 83(1986)-  36 36 07.     (N)    120 29 18.     (W)     SCALED    
 GU0936* NAVD 88     -       102.11   (+/-2cm)     335.0    (feet)  VERTCON   
 GU0936  ___________________________________________________________________
 GU0936  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0936  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0936
 GU0936.The horizontal coordinates were scaled from a topographic map and have
 GU0936.an estimated accuracy of +/- 6 seconds.
 GU0936
 GU0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0936.The vertical order pertains to the NGVD 29 superseded value.
 GU0936
 GU0936.The geoid height was determined by GEOID03.
 GU0936
 GU0936;                    North         East    Units  Estimated Accuracy
 GU0936;SPC CA 4     -   641,800.    1,866,850.      MT  (+/- 180 meters Scaled)
 GU0936
 GU0936                          SUPERSEDED SURVEY CONTROL
 GU0936
 GU0936  NGVD 29 (??/??/92)  101.304  (m)          332.36   (f) ADJ UNCH    1 1
 GU0936
 GU0936.Superseded values are not recommended for survey control.
 GU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0936.See file dsdata.txt to determine how the superseded data were derived.
 GU0936
 GU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF246536(NAD 83)
 GU0936_MARKER: DD = SURVEY DISK
 GU0936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0936_SP_SET: HEADWALL
 GU0936_STAMPING: 117.51 L
 GU0936_MARK LOGO: BOR   
 GU0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0936+STABILITY: SURFACE MOTION
 GU0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0936+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0936
 GU0936  HISTORY     - Date     Condition        Report By
 GU0936  HISTORY     - UNK      MONUMENTED       BOR
 GU0936  HISTORY     - 1967     GOOD             NGS
 GU0936  HISTORY     - 1975     GOOD             NGS
 GU0936  HISTORY     - 19881201 GOOD             NGS
 GU0936
 GU0936                          STATION DESCRIPTION
 GU0936
 GU0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0936'30.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0936'30.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0936'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP
 GU0936'OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE, 30 FEET SOUTHWEST
 GU0936'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET
 GU0936'NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, AND
 GU0936'ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0936
 GU0936                          STATION RECOVERY (1975)
 GU0936
 GU0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0936'RECOVERED IN GOOD CONDITION.
 GU0936
 GU0936                          STATION RECOVERY (1988)
 GU0936
 GU0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0524 ***********************************************************************
 DB0524  DESIGNATION -  117.675 BOR
 DB0524  PID         -  DB0524
 DB0524  STATE/COUNTY-  CA/IMPERIAL
 DB0524  USGS QUAD   -  GLAMIS SE (1954)
 DB0524
 DB0524                         *CURRENT SURVEY CONTROL
 DB0524  ___________________________________________________________________
 DB0524* NAD 83(1986)-  32 52 07.     (N)    115 07 29.     (W)     SCALED    
 DB0524* NAVD 88     -        36.569  (meters)     119.98   (feet)  READJUSTED
 DB0524  ___________________________________________________________________
 DB0524  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DB0524  DYNAMIC HT  -          36.530 (meters)     119.85  (feet)  COMP
 DB0524  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 DB0524
 DB0524  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0524
 DB0524.The horizontal coordinates were scaled from a topographic map and have
 DB0524.an estimated accuracy of +/- 6 seconds.
 DB0524
 DB0524.The orthometric height was determined by differential leveling
 DB0524.and adjusted in January 1995.
 DB0524.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0524.distribution rate of 0.0 thru 1.0 mm/km.
 DB0524.The height was derived from older observations constrained to new
 DB0524.heights in a crustal motion area.  The height is approximate in
 DB0524.relation to other heights in its vicinity.
 DB0524
 DB0524.The geoid height was determined by GEOID03.
 DB0524
 DB0524.The dynamic height is computed by dividing the NAVD 88
 DB0524.geopotential number by the normal gravity value computed on the
 DB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0524.degrees latitude (g = 980.6199 gals.).
 DB0524
 DB0524.The modeled gravity was interpolated from observed gravity values.
 DB0524
 DB0524;                    North         East    Units  Estimated Accuracy
 DB0524;SPC CA 6     -   578,420.    2,105,310.      MT  (+/- 180 meters Scaled)
 DB0524
 DB0524                          SUPERSEDED SURVEY CONTROL
 DB0524
 DB0524  NGVD 29 (??/??/??)   35.844  (m)          117.60   (f) ADJUSTED    2 1
 DB0524
 DB0524.Superseded values are not recommended for survey control.
 DB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0524.See file dsdata.txt to determine how the superseded data were derived.
 DB0524
 DB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS754382(NAD 83)
 DB0524_MARKER: DD = SURVEY DISK
 DB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0524_STAMPING: 117.675
 DB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0524+STABILITY: SURFACE MOTION
 DB0524
 DB0524  HISTORY     - Date     Condition        Report By
 DB0524  HISTORY     - UNK      MONUMENTED       BOR
 DB0524  HISTORY     - 1971     GOOD             NGS
 DB0524  HISTORY     - 1974     GOOD
 DB0524  HISTORY     - 1977     GOOD
 DB0524  HISTORY     - 1980     GOOD             BOR
 DB0524
 DB0524                          STATION DESCRIPTION
 DB0524
 DB0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0524'16 MI NE FROM HOLTVILLE.
 DB0524'FROM THE INTERSECTION OF U.S. 80 AND HOLT RD. IN HOLTVILLE
 DB0524'PROCEED E. ON U.S. 80 APPROXIMATELY 27 MILES TO WHERE THE
 DB0524'HIGHWAY CROSSES THE ALL AMERICAN CANAL, FOLLOW THE N. CANAL
 DB0524'BANK N.E. ABOUT 1/2 MILE TO THE BEGINNING OF THE COCHELLA CANAL,
 DB0524'FOLLOW THE W. CANAL BANK OF THE COCHELLA CANAL N. APPROXIMATELY
 DB0524'15.9 MILES.  AN ALTERNATE ROUTE, FROM THE INTERSECTION OF
 DB0524'STATE HIGHWAY 78 (MAIN ST.,) AND FIRST ST. IN BRAWLEY, PROCEED
 DB0524'E. ON STATE HIGHWAY 78, APPROXIMATELY 21.5 MILES TO WHERE THE
 DB0524'HIGHWAY CROSSES THE COCHELLA CANAL, FOLLOW THE W. CANAL BANK
 DB0524'S. APPROXIMATELY 8 MILES.  SECTION 9, T 15 S., R 18 E.  NOTE-- THE
 DB0524'MARK IS ABOUT 40 FT. FROM THE TOE OF THE W. SPOILS BANK OF THE
 DB0524'CANAL, AND IS SET ON TOP OF A CONCRETE CYLINDER AND IT 0.7 FT.
 DB0524'ABOVE THE GROUND.
 DB0524
 DB0524                          STATION RECOVERY (1974)
 DB0524
 DB0524'RECOVERED 1974
 DB0524'RECOVERED IN GOOD CONDITION.
 DB0524
 DB0524                          STATION RECOVERY (1977)
 DB0524
 DB0524'RECOVERED 1977
 DB0524'RECOVERED IN GOOD CONDITION.
 DB0524
 DB0524                          STATION RECOVERY (1980)
 DB0524
 DB0524'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1686 ***********************************************************************
 JT1686  DESIGNATION -  1170
 JT1686  PID         -  JT1686
 JT1686  STATE/COUNTY-  CA/NAPA
 JT1686  USGS QUAD   -  NAPA (1980)
 JT1686
 JT1686                         *CURRENT SURVEY CONTROL
 JT1686  ___________________________________________________________________
 JT1686* NAD 83(1986)-  38 19 25.     (N)    122 17 30.     (W)     SCALED    
 JT1686* NAVD 88     -        14.41   (+/-2cm)      47.3    (feet)  VERTCON   
 JT1686  ___________________________________________________________________
 JT1686  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1686  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1686
 JT1686.The horizontal coordinates were scaled from a topographic map and have
 JT1686.an estimated accuracy of +/- 6 seconds.
 JT1686
 JT1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1686.The vertical order pertains to the NGVD 29 superseded value.
 JT1686
 JT1686.The geoid height was determined by GEOID03.
 JT1686
 JT1686;                    North         East    Units  Estimated Accuracy
 JT1686;SPC CA 2     -   572,970.    1,974,500.      MT  (+/- 180 meters Scaled)
 JT1686
 JT1686                          SUPERSEDED SURVEY CONTROL
 JT1686
 JT1686  NGVD 29 (??/??/92)   13.624  (m)           44.70   (f) ADJ UNCH    1 1
 JT1686
 JT1686.Superseded values are not recommended for survey control.
 JT1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1686.See file dsdata.txt to determine how the superseded data were derived.
 JT1686
 JT1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619419(NAD 83)
 JT1686_MARKER: B = BOLT
 JT1686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1686_SP_SET: SIGN PLANTER
 JT1686_STAMPING: 1170
 JT1686_MARK LOGO: NONE  
 JT1686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1686
 JT1686  HISTORY     - Date     Condition        Report By
 JT1686  HISTORY     - 1971     MONUMENTED       CA2330
 JT1686
 JT1686                          STATION DESCRIPTION
 JT1686
 JT1686'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1686'ALONG TRANCAS AVENUE, 1100 FT (335.3 M) EAST ON BEARD ROAD, A BRASS
 JT1686'BOLT IN PLANTER AT CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4947 ***********************************************************************
 EW4947  DESIGNATION -  1171
 EW4947  PID         -  EW4947
 EW4947  STATE/COUNTY-  CA/LOS ANGELES
 EW4947  USGS QUAD   -  NEWHALL (1995)
 EW4947
 EW4947                         *CURRENT SURVEY CONTROL
 EW4947  ___________________________________________________________________
 EW4947* NAD 83(1986)-  34 24 39.     (N)    118 32 24.     (W)     SCALED    
 EW4947* NAVD 88     -       357.34   (+/-2cm)    1172.4    (feet)  VERTCON   
 EW4947  ___________________________________________________________________
 EW4947  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 EW4947  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4947
 EW4947.The horizontal coordinates were scaled from a topographic map and have
 EW4947.an estimated accuracy of +/- 6 seconds.
 EW4947
 EW4947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4947.The vertical order pertains to the NGVD 29 superseded value.
 EW4947
 EW4947.The geoid height was determined by GEOID03.
 EW4947
 EW4947;                    North         East    Units  Estimated Accuracy
 EW4947;SPC CA 5     -   601,170.    1,950,360.      MT  (+/- 180 meters Scaled)
 EW4947
 EW4947                          SUPERSEDED SURVEY CONTROL
 EW4947
 EW4947  NGVD 29 (??/??/92)  356.535  (m)         1169.73   (f) ADJ UNCH    1 1
 EW4947
 EW4947.Superseded values are not recommended for survey control.
 EW4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4947.See file dsdata.txt to determine how the superseded data were derived.
 EW4947
 EW4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU584087(NAD 83)
 EW4947_MARKER: P = PIPE CAP
 EW4947_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW4947_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW4947_STAMPING: 1171
 EW4947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4947
 EW4947  HISTORY     - Date     Condition        Report By
 EW4947  HISTORY     - UNK      MONUMENTED       USGS
 EW4947  HISTORY     - 1953     POOR             NGS
 EW4947  HISTORY     - 1971     GOOD             CA-037
 EW4947  HISTORY     - 1973     GOOD             CA-037
 EW4947  HISTORY     - 1977     GOOD             NGS
 EW4947  HISTORY     - 1987     MARK NOT FOUND   NGS
 EW4947
 EW4947                          STATION DESCRIPTION
 EW4947
 EW4947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EW4947'AT SAUGUS.
 EW4947'AT SAUGUS, ALONG THE SOUTHERN PACIFIC CO. RAILROAD, 33.3 FEET
 EW4947'SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 49.5 FEET NORTH
 EW4947'OF THE NORTHWEST CORNER OF A PUMPHOUSE, 18.0 FEET EAST OF THE
 EW4947'EAST RAIL OF THE MAIN TRACK, 1.3 FEET WEST OF A POINT IN LINE
 EW4947'WITH A ROW OF GUARD POSTS, ABOUT LEVEL WITH THE TRACK, AND
 EW4947'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE
 EW4947'GROUND.  NOTE-- MARK IS LEANING SLIGHTLY AND APPEARS TO HAVE
 EW4947'SETTELED.
 EW4947
 EW4947                          STATION RECOVERY (1971)
 EW4947
 EW4947'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4947'RECOVERED IN GOOD CONDITION.
 EW4947
 EW4947                          STATION RECOVERY (1973)
 EW4947
 EW4947'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4947'SOUTHERN PACIFIC COMPANY RAILROAD YARD IN SAUGUS, 49.5 FEET NORTH OF
 EW4947'THE NORTHWEST CORNER OF A PUMP HOUSE, 33.5 FEET SOUTH OF THE SOUTHWEST
 EW4947'CORNER OF THE STATION, 18.0 FEET EAST OF THE EAST RAIL OF THE MAIN
 EW4947'TRACK.  RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE FLUSH WITH THE
 EW4947'GROUND.  NOTE-- MARK IS LEANING SLIGHTLY TO THE EAST, ROD WAS HELD IN
 EW4947'LETTERS BM ON WEST SIDE OF PIPE.  A. C. GUIZADO.
 EW4947
 EW4947                          STATION RECOVERY (1977)
 EW4947
 EW4947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4947'RECOVERED IN GOOD CONDITION.
 EW4947
 EW4947                          STATION RECOVERY (1987)
 EW4947
 EW4947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW4947'NOT RECOVERED.  THE TRAIN STATION IS GONE AND THE ENTIRE AREA HAS BEEN
 EW4947'GRADED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1687 ***********************************************************************
 JT1687  DESIGNATION -  1171
 JT1687  PID         -  JT1687
 JT1687  STATE/COUNTY-  CA/NAPA
 JT1687  USGS QUAD   -  NAPA (1980)
 JT1687
 JT1687                         *CURRENT SURVEY CONTROL
 JT1687  ___________________________________________________________________
 JT1687* NAD 83(1986)-  38 19 31.     (N)    122 17 21.     (W)     SCALED    
 JT1687* NAVD 88     -        15.14   (+/-2cm)      49.7    (feet)  VERTCON   
 JT1687  ___________________________________________________________________
 JT1687  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1687  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1687
 JT1687.The horizontal coordinates were scaled from a topographic map and have
 JT1687.an estimated accuracy of +/- 6 seconds.
 JT1687
 JT1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1687.The vertical order pertains to the NGVD 29 superseded value.
 JT1687
 JT1687.The geoid height was determined by GEOID03.
 JT1687
 JT1687;                    North         East    Units  Estimated Accuracy
 JT1687;SPC CA 2     -   573,150.    1,974,710.      MT  (+/- 180 meters Scaled)
 JT1687
 JT1687                          SUPERSEDED SURVEY CONTROL
 JT1687
 JT1687  NGVD 29 (??/??/92)   14.353  (m)           47.09   (f) ADJ UNCH    1 1
 JT1687
 JT1687.Superseded values are not recommended for survey control.
 JT1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1687.See file dsdata.txt to determine how the superseded data were derived.
 JT1687
 JT1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621421(NAD 83)
 JT1687_MARKER: B = BOLT
 JT1687_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1687+WITH SETTING: PAVEMENT
 JT1687_SP_SET: SIGN BASE
 JT1687_STAMPING: 1171
 JT1687_MARK LOGO: NONE  
 JT1687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1687+STABILITY: SURFACE MOTION
 JT1687
 JT1687  HISTORY     - Date     Condition        Report By
 JT1687  HISTORY     - 1971     MONUMENTED       CA2330
 JT1687
 JT1687                          STATION DESCRIPTION
 JT1687
 JT1687'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1687'AT INTERSECTION OF TRANCAS AVENUE AND BIG BRANCH ROAD IN THE NORTHWEST
 JT1687'CORNER AT SIGN BASE, A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0321 ***********************************************************************
 FV0321  DESIGNATION -  1171.3 USGS
 FV0321  PID         -  FV0321
 FV0321  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0321  USGS QUAD   -  LOPEZ MTN (1993)
 FV0321
 FV0321                         *CURRENT SURVEY CONTROL
 FV0321  ___________________________________________________________________
 FV0321* NAD 83(1986)-  35 20 55.     (N)    120 30 46.     (W)     SCALED    
 FV0321* NAVD 88     -       357.80   (+/-2cm)    1173.9    (feet)  VERTCON   
 FV0321  ___________________________________________________________________
 FV0321  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 FV0321  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0321
 FV0321.The horizontal coordinates were scaled from a topographic map and have
 FV0321.an estimated accuracy of +/- 6 seconds.
 FV0321
 FV0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0321.The vertical order pertains to the NGVD 29 superseded value.
 FV0321
 FV0321.The geoid height was determined by GEOID03.
 FV0321
 FV0321;                    North         East    Units  Estimated Accuracy
 FV0321;SPC CA 5     -   707,920.    1,771,620.      MT  (+/- 180 meters Scaled)
 FV0321
 FV0321                          SUPERSEDED SURVEY CONTROL
 FV0321
 FV0321  NGVD 29 (??/??/92)  356.928  (m)         1171.02   (f) ADJ UNCH    1 2
 FV0321
 FV0321.Superseded values are not recommended for survey control.
 FV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0321.See file dsdata.txt to determine how the superseded data were derived.
 FV0321
 FV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE260145(NAD 83)
 FV0321_MARKER: Q = CHISELED SQUARE
 FV0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FV0321_SP_SET: PIER
 FV0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0321
 FV0321  HISTORY     - Date     Condition        Report By
 FV0321  HISTORY     - UNK      MONUMENTED       USGS
 FV0321  HISTORY     - 1957     GOOD             NGS
 FV0321
 FV0321                          STATION DESCRIPTION
 FV0321
 FV0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0321'7 MI SE FROM SANTA MARGARITA.
 FV0321'0.3 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0321'THE STATION AT SANTA MARGARITA, THENCE 1.5 MILES EAST ALONG STATE
 FV0321'HIGHWAY 178, THENCE 3.6 MILES SOUTHEAST ALONG SANTA MARGARITA
 FV0321'MOUNTAIN ROAD, THENCE 1.6 MILES EAST ALONG LAS PILITAS ROAD, IN
 FV0321'R 14 E, T 30 S, IN THE NORTHEAST QUARTER OF SECTION 6, AT A STEEL
 FV0321'TRUSS BRIDGE OVER THE SALINAS RIVER, IN THE TOP OF THE SOUTH END
 FV0321'OF THE EAST CONCRETE PIER, 8 1/2 FEET SOUTH OF THE CENTER LINE
 FV0321'OF THE ROAD, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND MARKED BY
 FV0321'THE WHITE PAINTED LETTERS USBM 1171.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1907 ***********************************************************************
 DX1907  DESIGNATION -  118
 DX1907  PID         -  DX1907
 DX1907  STATE/COUNTY-  CA/ORANGE
 DX1907  USGS QUAD   -  TUSTIN (1981)
 DX1907
 DX1907                         *CURRENT SURVEY CONTROL
 DX1907  ___________________________________________________________________
 DX1907* NAD 83(1986)-  33 44 44.     (N)    117 51 47.     (W)     SCALED    
 DX1907* NAVD 88     -        36.42   (+/-2cm)     119.5    (feet)  VERTCON   
 DX1907  ___________________________________________________________________
 DX1907  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DX1907  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1907
 DX1907.The horizontal coordinates were scaled from a topographic map and have
 DX1907.an estimated accuracy of +/- 6 seconds.
 DX1907
 DX1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1907.The vertical order pertains to the NGVD 29 superseded value.
 DX1907
 DX1907.The geoid height was determined by GEOID03.
 DX1907
 DX1907;                    North         East    Units  Estimated Accuracy
 DX1907;SPC CA 6     -   676,260.    1,850,540.      MT  (+/- 180 meters Scaled)
 DX1907
 DX1907                          SUPERSEDED SURVEY CONTROL
 DX1907
 DX1907  NGVD 29 (??/??/??)   35.707  (m)          117.15   (f) ADJUSTED    1 2
 DX1907
 DX1907.Superseded values are not recommended for survey control.
 DX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1907.See file dsdata.txt to determine how the superseded data were derived.
 DX1907
 DX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT200342(NAD 83)
 DX1907_MARKER: DD = SURVEY DISK
 DX1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1907_STAMPING: 5
 DX1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1907+STABILITY: SURFACE MOTION
 DX1907
 DX1907  HISTORY     - Date     Condition        Report By
 DX1907  HISTORY     - UNK      MONUMENTED       CA3420
 DX1907  HISTORY     - 1955     GOOD             NGS
 DX1907  HISTORY     - 1958     GOOD             NGS
 DX1907  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1907
 DX1907                          STATION DESCRIPTION
 DX1907
 DX1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1907'AT SANTA ANA.
 DX1907'AT SANTA ANA, 7 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF
 DX1907'EAST FIRST AND MAPLE STREETS, AND SET IN CONCRETE ABOUT 2 FEET
 DX1907'BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS HAD THROUGH
 DX1907'A 6-INCH TILE PIPE WITH AN 8-INCH METAL COVER MARKED MON.
 DX1907'NOTE-- THE METAL COVER IS NOT DIRECTLY OVER THE 6-INCH TILE PIPE
 DX1907'AND THE PIPE IS PARTIALLY COVERED BY STREET PAVEMENT.
 DX1907
 DX1907                          STATION RECOVERY (1958)
 DX1907
 DX1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1907'RECOVERED IN GOOD CONDITION.
 DX1907
 DX1907                          STATION RECOVERY (1977)
 DX1907
 DX1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1907'ACCESS PLATE WAS VISIBLE FROM STREET CURB, NO INVESTIGATION MADE
 DX1907'UNDER THE ACCESS PLATE IN THE INTEREST OF SAFETY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0622 ***********************************************************************
 FT0622  DESIGNATION -  118
 FT0622  PID         -  FT0622
 FT0622  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0622  USGS QUAD   -  CHRISTMAS CANYON (1973)
 FT0622
 FT0622                         *CURRENT SURVEY CONTROL
 FT0622  ___________________________________________________________________
 FT0622* NAD 83(1986)-  35 31 09.     (N)    117 15 05.     (W)     SCALED    
 FT0622* NAVD 88     -       715.505  (meters)    2347.45   (feet)  ADJUSTED  
 FT0622  ___________________________________________________________________
 FT0622  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FT0622  DYNAMIC HT  -         714.714 (meters)    2344.86  (feet)  COMP
 FT0622  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 FT0622
 FT0622  VERT ORDER  -  FIRST     CLASS II
 FT0622
 FT0622.The horizontal coordinates were scaled from a topographic map and have
 FT0622.an estimated accuracy of +/- 6 seconds.
 FT0622
 FT0622.The orthometric height was determined by differential leveling
 FT0622.and adjusted in June 1991.
 FT0622
 FT0622.The geoid height was determined by GEOID03.
 FT0622
 FT0622.The dynamic height is computed by dividing the NAVD 88
 FT0622.geopotential number by the normal gravity value computed on the
 FT0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0622.degrees latitude (g = 980.6199 gals.).
 FT0622
 FT0622.The modeled gravity was interpolated from observed gravity values.
 FT0622
 FT0622;                    North         East    Units  Estimated Accuracy
 FT0622;SPC CA 5     -   724,240.    2,067,910.      MT  (+/- 180 meters Scaled)
 FT0622
 FT0622                          SUPERSEDED SURVEY CONTROL
 FT0622
 FT0622  NGVD 29 (??/??/92)  714.712  (m)         2344.85   (f) ADJ UNCH    1 2
 FT0622
 FT0622.Superseded values are not recommended for survey control.
 FT0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0622.See file dsdata.txt to determine how the superseded data were derived.
 FT0622
 FT0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV772306(NAD 83)
 FT0622_MARKER: DD = SURVEY DISK
 FT0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0622_STAMPING: BM 118 1950
 FT0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0622+STABILITY: SURFACE MOTION
 FT0622
 FT0622  HISTORY     - Date     Condition        Report By
 FT0622  HISTORY     - 1950     MONUMENTED       USN
 FT0622  HISTORY     - 1950     GOOD             NGS
 FT0622
 FT0622                          STATION DESCRIPTION
 FT0622
 FT0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0622'35 MI SE FROM RIDGECREST.
 FT0622'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0622'WASH, MOJAVE GUNNERY RANGE B 4.0 MILES NORTHEAST ALONG THE ROAD
 FT0622'FROM SIGN SANDORA 30.0 FT. SOUTH OF THE CENTER OF THE ROAD,
 FT0622'15 FT WEST OF A PILE OF ROCKS ON THE SOUTH SIDE OF THE ROAD.
 FT0622'THE STATION IS AN USN  BRONZE DISK SET IN AN 8 IN SQUARE CONCRETE
 FT0622'POST PROJECTING 10 IN ABOVE THE GROUND AND STAMPED BM 118 1950.
 FT0622'DIRECTIONS TO REACH THE STATION MAY BE OBTAINED FROM RANGE
 FT0622'DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE TEST
 FT0622'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE6904 ***********************************************************************
 AE6904  DESIGNATION -  118 37 RESET
 AE6904  PID         -  AE6904
 AE6904  STATE/COUNTY-  CA/SOLANO
 AE6904  USGS QUAD   -  ELMIRA (1980)
 AE6904
 AE6904                         *CURRENT SURVEY CONTROL
 AE6904  ___________________________________________________________________
 AE6904* NAD 83(2007)-  38 15 58.81034(N)    121 56 56.70266(W)     ADJUSTED  
 AE6904* NAVD 88     -        20.4    (meters)      67.     (feet)  GPS OBS   
 AE6904  ___________________________________________________________________
 AE6904  EPOCH DATE  -        2007.00
 AE6904  X           -  -2,653,322.977 (meters)                     COMP
 AE6904  Y           -  -4,254,612.904 (meters)                     COMP
 AE6904  Z           -   3,928,690.409 (meters)                     COMP
 AE6904  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AE6904  ELLIP HEIGHT-         -11.586 (meters)          (02/10/07) ADJUSTED
 AE6904  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 AE6904
 AE6904  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6904  Type    PID    Designation                      North   East  Ellip
 AE6904  -------------------------------------------------------------------
 AE6904  NETWORK AE6904 118 37 RESET                      1.22   1.10   2.69
 AE6904  -------------------------------------------------------------------
 AE6904
 AE6904.The horizontal coordinates were established by GPS observations
 AE6904.and adjusted by the National Geodetic Survey in February 2007.
 AE6904
 AE6904.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6904.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6904.The horizontal coordinates are valid at the epoch date displayed above.
 AE6904.The epoch date for horizontal control is a decimal equivalence
 AE6904.of Year/Month/Day.
 AE6904
 AE6904.The orthometric height was determined by GPS observations and a
 AE6904.high-resolution geoid model.
 AE6904
 AE6904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6904
 AE6904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6904
 AE6904.The ellipsoidal height was determined by GPS observations
 AE6904.and is referenced to NAD 83.
 AE6904
 AE6904.The geoid height was determined by GEOID03.
 AE6904
 AE6904;                    North         East     Units Scale Factor Converg.
 AE6904;SPC CA 2     -   566,569.252 2,004,455.919   MT  1.00001586   +0 01 55.6
 AE6904;SPC CA 2     - 1,858,819.29  6,576,285.79   sFT  1.00001586   +0 01 55.6
 AE6904;UTM  10      - 4,235,888.442   591,934.127   MT  0.99970409   +0 39 03.2
 AE6904
 AE6904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6904!SPC CA 2     -   1.00000182  x   1.00001586  =   1.00001768
 AE6904!UTM  10      -   1.00000182  x   0.99970409  =   0.99970591
 AE6904
 AE6904                          SUPERSEDED SURVEY CONTROL
 AE6904
 AE6904  NAD 83(1992)-  38 15 58.80493(N)    121 56 56.69482(W) AD(1991.35) 1
 AE6904  ELLIP H (02/23/98)  -11.423  (m)                       GP(       ) 4 2
 AE6904
 AE6904.Superseded values are not recommended for survey control.
 AE6904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6904.See file dsdata.txt to determine how the superseded data were derived.
 AE6904
 AE6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9193435888(NAD 83)
 AE6904_MARKER: DD = SURVEY DISK
 AE6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6904_STAMPING: 118-37 RESET 1971
 AE6904_MARK LOGO: USE   
 AE6904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6904+STABILITY: SURFACE MOTION
 AE6904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6904+SATELLITE: SATELLITE OBSERVATIONS - 1971
 AE6904
 AE6904  HISTORY     - Date     Condition        Report By
 AE6904  HISTORY     - 1971     MONUMENTED       USE
 AE6904
 AE6904                          STATION DESCRIPTION
 AE6904
 AE6904'DESCRIBED BY US ENGINEERS 1971
 AE6904'THE STATION IS LOCATED ON TRAVIS AIR FORCE BASE IN SOLANO COUNTY,
 AE6904'CALIFORNIA.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AE6904'80 AND WEST TEXAS/ROCKVILLE ROAD PROCEED EAST ALONG WEST TEXAS STREET
 AE6904'A DISTANCE OF 1.6 MILES (2.6 KM) TO SOLANO COUNTY COURT HOUSE.
 AE6904'CONTINUE EAST AND NORTH ALONG TEXAS STREET A DISTANCE OF 1.95 MILES
 AE6904'(3.14 KM) TO AIR BASE PARKWAY.  TURN RIGHT AND PROCEED EAST ALONG AIR
 AE6904'BASE PARKWAY A DISTANCE OF 4.46 MILES (7.18 KM) TO THE MAIN GATE OF
 AE6904'TRAVIS AIR FORCE BASE.  AT THE MAIN GATE THE ROAD NAME CHANGES TO
 AE6904'TRAVIS AVENUE.  FROM THE MAIN GATE CONTINUE EAST ALONG TRAVIS AVENUE A
 AE6904'DISTANCE OF 0.1 MILE (0.2 KM) TO RAGSDALE STREET.  TURN RIGHT AND
 AE6904'PROCEED SOUTH ALONG RAGSDALE STREET A DISTANCE OF 0.4 MILE (0.6 KM) TO
 AE6904'HANGAR AVENUE.  TURN LEFT AND PROCEED EAST ALONG HANGAR AVENUE A
 AE6904'DISTANCE OF 0.12 MILE (0.19 KM) TO BOYD STREET.  TURN RIGHT AND
 AE6904'PROCEED SOUTH ALONG BOYD STREET A DISTANCE OF 7.5 METERS (24.6 FT) TO
 AE6904'THE STATION ON THE WEST SIDE OF BOYD STREET.  THE STATION IS 11.9
 AE6904'METERS (39.0 FT) WEST OF THE CURB, 4.39 METERS (14.40 FT) SOUTH OF A
 AE6904'RETAINING WALL, 6.92 METERS (22.70 FT) SOUTHWEST FROM POWER POLE
 AE6904'NUMBER B11, 7.46 METERS (24.48 FT) SOUTHWEST FROM A STREET LIGHT, 5.77
 AE6904'METERS (18.93 FT) EAST FROM A FENCE, AND 13.65 METERS (44.78 FT) NORTH
 AE6904'FROM THE NORTHEAST CORNER OF BUILDING 533.  THE STATION IS
 AE6904'APPROXIMATELY 1.2 METERS (3.9 FT) ABOVE THE ELEVATION OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH5334 ***********************************************************************
 AH5334  DESIGNATION -  118 37 RESET
 AH5334  PID         -  AH5334
 AH5334  STATE/COUNTY-  CA/SOLANO
 AH5334  USGS QUAD   -  ELMIRA (1980)
 AH5334
 AH5334                         *CURRENT SURVEY CONTROL
 AH5334  ___________________________________________________________________
 AH5334* NAD 83(2007)-  38 15 58.81418(N)    121 56 56.69721(W)     ADJUSTED  
 AH5334* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 AH5334  ___________________________________________________________________
 AH5334  EPOCH DATE  -        2007.00
 AH5334  X           -  -2,653,322.775 (meters)                     COMP
 AH5334  Y           -  -4,254,612.830 (meters)                     COMP
 AH5334  Z           -   3,928,690.426 (meters)                     COMP
 AH5334  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AH5334  ELLIP HEIGHT-         -11.709 (meters)          (02/10/07) ADJUSTED
 AH5334  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 AH5334
 AH5334  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5334  Type    PID    Designation                      North   East  Ellip
 AH5334  -------------------------------------------------------------------
 AH5334  NETWORK AH5334 118 37 RESET                      0.92   0.92   2.18
 AH5334  -------------------------------------------------------------------
 AH5334
 AH5334.The horizontal coordinates were established by GPS observations
 AH5334.and adjusted by the National Geodetic Survey in February 2007.
 AH5334
 AH5334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5334.The horizontal coordinates are valid at the epoch date displayed above.
 AH5334.The epoch date for horizontal control is a decimal equivalence
 AH5334.of Year/Month/Day.
 AH5334
 AH5334.The orthometric height was determined by GPS observations and a
 AH5334.high-resolution geoid model.
 AH5334
 AH5334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5334
 AH5334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5334
 AH5334.The ellipsoidal height was determined by GPS observations
 AH5334.and is referenced to NAD 83.
 AH5334
 AH5334.The geoid height was determined by GEOID03.
 AH5334
 AH5334;                    North         East     Units Scale Factor Converg.
 AH5334;SPC CA 2     -   566,569.371 2,004,456.052   MT  1.00001586   +0 01 55.6
 AH5334;SPC CA 2     - 1,858,819.68  6,576,286.23   sFT  1.00001586   +0 01 55.6
 AH5334;UTM  10      - 4,235,888.562   591,934.258   MT  0.99970409   +0 39 03.2
 AH5334
 AH5334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5334!SPC CA 2     -   1.00000184  x   1.00001586  =   1.00001770
 AH5334!UTM  10      -   1.00000184  x   0.99970409  =   0.99970593
 AH5334
 AH5334                          SUPERSEDED SURVEY CONTROL
 AH5334
 AH5334  NAD 83(1992)-  38 15 58.80863(N)    121 56 56.68935(W) AD(1991.35) 1
 AH5334  ELLIP H (10/29/98)  -11.724  (m)                       GP(       ) 3 2
 AH5334
 AH5334.Superseded values are not recommended for survey control.
 AH5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5334.See file dsdata.txt to determine how the superseded data were derived.
 AH5334
 AH5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9193435889(NAD 83)
 AH5334_MARKER: DD = SURVEY DISK
 AH5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5334_STAMPING: 118-37 RESET 1998
 AH5334_MARK LOGO: USAF  
 AH5334_PROJECTION: FLUSH
 AH5334_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5334+STABILITY: SURFACE MOTION
 AH5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5334+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5334
 AH5334  HISTORY     - Date     Condition        Report By
 AH5334  HISTORY     - 1998     MONUMENTED       GEOMET
 AH5334
 AH5334                          STATION DESCRIPTION
 AH5334
 AH5334'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (GLD)
 AH5334'THE STATION IS LOCATED ON TRAVIS AIR FORCE BASE IN SOLANO COUNTY,
 AH5334'CALIFORNIA.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AH5334'80 AND WEST TEXAS/ROCKVILLE ROAD PROCEED EAST ALONG WEST TEXAS STREET
 AH5334'A DISTANCE OF 1.6 MILES (2.6 KM) TO SOLANO COUNTY COURT HOUSE.
 AH5334'CONTINUE EAST AND NORTH ALONG TEXAS STREET A DISTANCE OF 1.95 MILES
 AH5334'(3.14 KM) TO AIR BASE PARKWAY.  TURN RIGHT AND PROCEED EAST ALONG AIR
 AH5334'BASE PARKWAY A DISTANCE OF 4.46 MILES (7.18 KM) TO THE MAIN GATE OF
 AH5334'TRAVIS AIR FORCE BASE.  AT THE MAIN GATE THE ROAD NAME CHANGES TO
 AH5334'TRAVIS AVENUE.  FROM THE MAIN GATE CONTINUE EAST ALONG TRAVIS AVENUE A
 AH5334'DISTANCE OF 0.1 MILE (0.2 KM) TO RAGSDALE STREET.  TURN RIGHT AND
 AH5334'PROCEED SOUTH ALONG RAGSDALE STREET A DISTANCE OF 0.4 MILE (0.6 KM) TO
 AH5334'HANGER AVENUE.  TURN LEFT AND PROCEED EAST ALONG HANGER AVENUE A
 AH5334'DISTANCE OF 0.12 MILE (0.19 KM) TO BOYD STREET.  TURN RIGHT AND
 AH5334'PROCEED SOUTH ALONG BOYD STREET A DISTANCE OF 7.5 METERS (24.6 FT) TO
 AH5334'THE STATION ON THE WEST SIDE OF BOYD STREET.  THE STATION IS 11.3
 AH5334'METERS (37.1 FT) WEST OF THE CURB, 6.8 METERS (22.3 FT) SOUTHWEST OF
 AH5334'POWER POLE NUMBER B11, 2.7 METERS (8.9 FT) SOUTH FROM GUY WIRE OF POLE
 AH5334'NUMBER B11, 4.6 METERS (15.1 FT) SOUTH OF CURB ON HANGER AVENUE.  THE
 AH5334'STATION IS APPROXIMATELY 1.2 METERS (3.9 FT) ABOVE THE ELEVATION OF
 AH5334'THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE6905 ***********************************************************************
 AE6905  DESIGNATION -  118 53
 AE6905  PID         -  AE6905
 AE6905  STATE/COUNTY-  CA/SOLANO
 AE6905  USGS QUAD   -  ELMIRA (1980)
 AE6905
 AE6905                         *CURRENT SURVEY CONTROL
 AE6905  ___________________________________________________________________
 AE6905* NAD 83(2007)-  38 17 10.23853(N)    121 55 58.99275(W)     ADJUSTED  
 AE6905* NAVD 88     -        27.1    (meters)      89.     (feet)  GPS OBS   
 AE6905  ___________________________________________________________________
 AE6905  EPOCH DATE  -        2007.00
 AE6905  X           -  -2,651,413.682 (meters)                     COMP
 AE6905  Y           -  -4,254,201.762 (meters)                     COMP
 AE6905  Z           -   3,930,423.538 (meters)                     COMP
 AE6905  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AE6905  ELLIP HEIGHT-          -4.852 (meters)          (02/10/07) ADJUSTED
 AE6905  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AE6905
 AE6905  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6905  Type    PID    Designation                      North   East  Ellip
 AE6905  -------------------------------------------------------------------
 AE6905  NETWORK AE6905 118 53                            0.92   0.88   2.16
 AE6905  -------------------------------------------------------------------
 AE6905
 AE6905.The horizontal coordinates were established by GPS observations
 AE6905.and adjusted by the National Geodetic Survey in February 2007.
 AE6905
 AE6905.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6905.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6905.The horizontal coordinates are valid at the epoch date displayed above.
 AE6905.The epoch date for horizontal control is a decimal equivalence
 AE6905.of Year/Month/Day.
 AE6905
 AE6905.The orthometric height was determined by GPS observations and a
 AE6905.high-resolution geoid model.
 AE6905
 AE6905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6905
 AE6905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6905
 AE6905.The ellipsoidal height was determined by GPS observations
 AE6905.and is referenced to NAD 83.
 AE6905
 AE6905.The geoid height was determined by GEOID03.
 AE6905
 AE6905;                    North         East     Units Scale Factor Converg.
 AE6905;SPC CA 2     -   568,772.594 2,005,857.212   MT  1.00001103   +0 02 31.9
 AE6905;SPC CA 2     - 1,866,048.09  6,580,883.20   sFT  1.00001103   +0 02 31.9
 AE6905;UTM  10      - 4,238,106.108   593,311.117   MT  0.99970723   +0 39 40.0
 AE6905
 AE6905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6905!SPC CA 2     -   1.00000076  x   1.00001103  =   1.00001179
 AE6905!UTM  10      -   1.00000076  x   0.99970723  =   0.99970799
 AE6905
 AE6905                          SUPERSEDED SURVEY CONTROL
 AE6905
 AE6905  NAD 83(1992)-  38 17 10.23309(N)    121 55 58.98474(W) AD(1991.35) 1
 AE6905  ELLIP H (02/23/98)   -4.693  (m)                       GP(1991.35) 4 2
 AE6905
 AE6905.Superseded values are not recommended for survey control.
 AE6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6905.See file dsdata.txt to determine how the superseded data were derived.
 AE6905
 AE6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9331138106(NAD 83)
 AE6905_MARKER: DD = SURVEY DISK
 AE6905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6905_STAMPING: 118-53
 AE6905_MARK LOGO: USAF  
 AE6905_PROJECTION: FLUSH
 AE6905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6905+STABILITY: SURFACE MOTION
 AE6905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6905+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 AE6905
 AE6905  HISTORY     - Date     Condition        Report By
 AE6905  HISTORY     - 1952     MONUMENTED       USE
 AE6905  HISTORY     - 19980709 GOOD             GEOMET
 AE6905
 AE6905                          STATION DESCRIPTION
 AE6905
 AE6905'DESCRIBED BY US ENGINEERS 1952
 AE6905'THE STATION IS LOCATED ON TRAVIS AIR FORCE BASE IN SOLANO COUNTY,
 AE6905'CALIFORNIA.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AE6905'80 AND WEST TEXAS/ROCKVILLE ROAD PROCEED EAST ALONG WEST TEXAS STREET
 AE6905'A DISTANCE OF 1.6 MILES (2.6 KM) TO SOLANO COUNTY COURT HOUSE.
 AE6905'CONTINUE EAST AND NORTH ALONG TEXAS STREET A DISTANCE OF 1.95 MILES
 AE6905'(3.14 KM) TO AIR BASE PARKWAY.  TURN RIGHT AND PROCEED EAST ALONG AIR
 AE6905'BASE PARKWAY A DISTANCE OF 4.46 MILES (7.18 KM) TO THE MAIN GATE OF
 AE6905'TRAVIS AIR FORCE BASE.  AT THE MAIN GATE THE ROAD NAME CHANGES TO
 AE6905'TRAVIS AVENUE.  FROM THE MAIN GATE CONTINUE EAST ALONG TRAVIS AVENUE
 AE6905'1.0 MILE (1.6 KM) TO ITS INTERSECTION WITH BURGAN BOULEVARD.  TURN
 AE6905'LEFT AND PROCEED NORTH ALONG BURGAN BOULEVARD A DISTANCE OF 0.77 MILE
 AE6905'(1.24 KM) TO THE NORTH GATE OF TRAVIS AIR FORCE BASE.  CONTINUE NORTH
 AE6905'ALONG NORTH GATE ROAD A DISTANCE OF 0.2 MILE (0.3 KM) TO THE
 AE6905'INTERSECTION WITH TUNNER DRIVE AND THE STATION ON THE LEFT IN THE
 AE6905'PAVEMENT OF TUNNER AVENUE.  THE STATION IS 23.18 METERS (76.05 FT)
 AE6905'SOUTH FROM A POWER POLE, 10.70 METERS (35.10 FT) SOUTHEAST FROM LIGHT
 AE6905'POLE NUMBER C3405, 5.76 METERS (18.90 FT) WEST FROM THE ROAD
 AE6905'INTERSECTION, 10.2 METERS (33.5 FT) NORTH FROM THE CENTERLINE OF A
 AE6905'HANDICAP RAMP, AND 12.86 METERS (42.19 FT) EAST FROM A CONTROL ACCESS
 AE6905'GATE.
 AE6905
 AE6905                          STATION RECOVERY (1998)
 AE6905
 AE6905'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (GLD)
 AE6905'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE6906 ***********************************************************************
 AE6906  DESIGNATION -  118 75
 AE6906  PID         -  AE6906
 AE6906  STATE/COUNTY-  CA/SOLANO
 AE6906  USGS QUAD   -  DENVERTON (1980)
 AE6906
 AE6906                         *CURRENT SURVEY CONTROL
 AE6906  ___________________________________________________________________
 AE6906* NAD 83(2007)-  38 14 59.16152(N)    121 56 07.15841(W)     ADJUSTED  
 AE6906* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 AE6906  ___________________________________________________________________
 AE6906  EPOCH DATE  -        2007.00
 AE6906  X           -  -2,652,899.854 (meters)                     COMP
 AE6906  Y           -  -4,256,210.954 (meters)                     COMP
 AE6906  Z           -   3,927,241.004 (meters)                     COMP
 AE6906  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AE6906  ELLIP HEIGHT-         -20.013 (meters)          (02/10/07) ADJUSTED
 AE6906  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 AE6906
 AE6906  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6906  Type    PID    Designation                      North   East  Ellip
 AE6906  -------------------------------------------------------------------
 AE6906  NETWORK AE6906 118 75                            1.18   1.12   2.65
 AE6906  -------------------------------------------------------------------
 AE6906
 AE6906.The horizontal coordinates were established by GPS observations
 AE6906.and adjusted by the National Geodetic Survey in February 2007.
 AE6906
 AE6906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6906.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6906.The horizontal coordinates are valid at the epoch date displayed above.
 AE6906.The epoch date for horizontal control is a decimal equivalence
 AE6906.of Year/Month/Day.
 AE6906
 AE6906.The orthometric height was determined by GPS observations and a
 AE6906.high-resolution geoid model.
 AE6906
 AE6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6906
 AE6906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6906
 AE6906.The ellipsoidal height was determined by GPS observations
 AE6906.and is referenced to NAD 83.
 AE6906
 AE6906.The geoid height was determined by GEOID03.
 AE6906
 AE6906;                    North         East     Units Scale Factor Converg.
 AE6906;SPC CA 2     -   564,730.791 2,005,661.638   MT  1.00002000   +0 02 26.8
 AE6906;SPC CA 2     - 1,852,787.60  6,580,241.56   sFT  1.00002000   +0 02 26.8
 AE6906;UTM  10      - 4,234,063.676   593,159.242   MT  0.99970688   +0 39 33.0
 AE6906
 AE6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6906!SPC CA 2     -   1.00000314  x   1.00002000  =   1.00002314
 AE6906!UTM  10      -   1.00000314  x   0.99970688  =   0.99971002
 AE6906
 AE6906                          SUPERSEDED SURVEY CONTROL
 AE6906
 AE6906  NAD 83(1992)-  38 14 59.15634(N)    121 56 07.15054(W) AD(1991.35) 1
 AE6906  ELLIP H (02/23/98)  -19.851  (m)                       GP(       ) 4 2
 AE6906
 AE6906.Superseded values are not recommended for survey control.
 AE6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6906.See file dsdata.txt to determine how the superseded data were derived.
 AE6906
 AE6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9315934064(NAD 83)
 AE6906_MARKER: DD = SURVEY DISK
 AE6906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6906_STAMPING: 118-75 1952
 AE6906_MARK LOGO: USAF  
 AE6906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6906+STABILITY: SURFACE MOTION
 AE6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6906+SATELLITE: SATELLITE OBSERVATIONS - 1952
 AE6906
 AE6906  HISTORY     - Date     Condition        Report By
 AE6906  HISTORY     - 1952     MONUMENTED       USE
 AE6906
 AE6906                          STATION DESCRIPTION
 AE6906
 AE6906'DESCRIBED BY US ENGINEERS 1952
 AE6906'THE STATION IS LOCATED ON TRAVIS AIR FORCE BASE IN SOLANO COUNTY,
 AE6906'CALIFORNIA.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AE6906'80 AND WEST TEXAS/ROCKVILLE ROAD PROCEED EAST ALONG WEST TEXAS STREET
 AE6906'A DISTANCE OF 1.6 MILES (2.6 KM) TO SOLANO COUNTY COURT HOUSE.
 AE6906'CONTINUE EAST AND NORTH ALONG TEXAS STREET A DISTANCE OF 1.95 MILES
 AE6906'(3.14 KM) TO AIR BASE PARKWAY.  TURN RIGHT AND PROCEED EAST ALONG AIR
 AE6906'BASE PARKWAY A DISTANCE OF 4.46 MILES (7.18 KM) TO THE MAIN GATE OF
 AE6906'TRAVIS AIR FORCE BASE.  AT THE MAIN GATE THE ROAD NAME CHANGES TO
 AE6906'TRAVIS AVENUE.  FROM THE MAIN GATE CONTINUE EAST ALONG TRAVIS AVENUE A
 AE6906'DISTANCE OF 0.1 MILE (0.2 KM) TO RAGSDALE STREET.  TURN RIGHT AND
 AE6906'PROCEED SOUTH AND WEST ALONG RAGSDALE STREET A DISTANCE OF 2.25 MILES
 AE6906'(3.62 KM) CROSSING TAXIMWAY M TO A T INTERSECTION WITH PERIMETER ROAD.
 AE6906'TURN LEFT AND PROCEED SOUTH AND EAST ALONG PERIMETER ROAD (NOT MARKED)
 AE6906'A DISTANCE OF 2.0 MILES (3.2 KM) TO THE STATION NEAR THE ANGLE POINT
 AE6906'IN THE CHAIN LINK FENCE OPPOSITE BUILDING 1125.  THE STATION IS
 AE6906'APPROXIMATELY 44.2 METERS (145.0 FT) EAST FROM THE ENTRANCE TO
 AE6906'BUILDING 1125, 2.8 METERS (9.2 FT) NORTHWEST FROM THE ANGLE POINT OF
 AE6906'THE FENCE, 2.92 METERS (9.58 FT) SOUTHWEST FROM A FENCE BRACE POST,
 AE6906'3.17 METERS (10.40 FT) NORTH FROM A FENCE BRACE POST, AND 7.65 METERS
 AE6906'(25.10 FT) SOUTHEAST FROM THE EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3879 ***********************************************************************
 HS3879  DESIGNATION -  118 A CO
 HS3879  PID         -  HS3879
 HS3879  STATE/COUNTY-  CA/ALAMEDA
 HS3879  USGS QUAD   -  ALTAMONT (1981)
 HS3879
 HS3879                         *CURRENT SURVEY CONTROL
 HS3879  ___________________________________________________________________
 HS3879* NAD 83(1986)-  37 39 55.     (N)    121 44 08.     (W)     SCALED    
 HS3879* NAVD 88     -       182.79   (+/-2cm)     599.7    (feet)  VERTCON   
 HS3879  ___________________________________________________________________
 HS3879  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HS3879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3879
 HS3879.The horizontal coordinates were scaled from a topographic map and have
 HS3879.an estimated accuracy of +/- 6 seconds.
 HS3879
 HS3879.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3879.The vertical order pertains to the NGVD 29 superseded value.
 HS3879
 HS3879.The geoid height was determined by GEOID03.
 HS3879
 HS3879;                    North         East    Units  Estimated Accuracy
 HS3879;SPC CA 3     -   630,040.    1,891,000.      MT  (+/- 180 meters Scaled)
 HS3879
 HS3879                          SUPERSEDED SURVEY CONTROL
 HS3879
 HS3879  NGVD 29 (??/??/92)  181.976  (m)          597.03   (f) ADJ UNCH    2 0
 HS3879
 HS3879.Superseded values are not recommended for survey control.
 HS3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3879.See file dsdata.txt to determine how the superseded data were derived.
 HS3879
 HS3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG115694(NAD 83)
 HS3879_MARKER: DD = SURVEY DISK
 HS3879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3879_STAMPING: 118 118
 HS3879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3879+STABILITY: SURFACE MOTION
 HS3879
 HS3879  HISTORY     - Date     Condition        Report By
 HS3879  HISTORY     - UNK      MONUMENTED       CA-001
 HS3879  HISTORY     - 1961     GOOD             NGS
 HS3879
 HS3879                          STATION DESCRIPTION
 HS3879
 HS3879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3879'2.2 MI SE FROM LIVERMORE.
 HS3879'2.15 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3879'LIVERMORE, AT THE T JUNCTION OF BUENA VISTA AVENUE NORTH, 33
 HS3879'FEET NORTH OF THE CENTER LINE OF THE ROAD, 93 FEET WEST OF THE
 HS3879'CENTER LINE OF THE AVENUE, 55 FEET EAST OF A POWER POLE, 1.0
 HS3879'FOOT SOUTH OF A FENCE, 0.6 FOOT WEST OF A WITNESS POST, ABOUT 1
 HS3879'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS3879'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0691 ***********************************************************************
 MW0691  DESIGNATION -  118 GWM
 MW0691  PID         -  MW0691
 MW0691  STATE/COUNTY-  CA/SISKIYOU
 MW0691  USGS QUAD   -  HATFIELD (1993)
 MW0691
 MW0691                         *CURRENT SURVEY CONTROL
 MW0691  ___________________________________________________________________
 MW0691* NAD 83(1986)-  41 59 43.     (N)    121 35 49.     (W)     SCALED    
 MW0691* NAVD 88     -      1267.965  (meters)    4159.98   (feet)  ADJUSTED  
 MW0691  ___________________________________________________________________
 MW0691  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 MW0691  DYNAMIC HT  -        1267.185 (meters)    4157.42  (feet)  COMP
 MW0691  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 MW0691
 MW0691  VERT ORDER  -  SECOND    CLASS 0
 MW0691
 MW0691.The horizontal coordinates were scaled from a topographic map and have
 MW0691.an estimated accuracy of +/- 6 seconds.
 MW0691
 MW0691.The orthometric height was determined by differential leveling
 MW0691.and adjusted in June 1991.
 MW0691
 MW0691.Photographs are available for this station.
 MW0691
 MW0691.The geoid height was determined by GEOID03.
 MW0691
 MW0691.The dynamic height is computed by dividing the NAVD 88
 MW0691.geopotential number by the normal gravity value computed on the
 MW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0691.degrees latitude (g = 980.6199 gals.).
 MW0691
 MW0691.The modeled gravity was interpolated from observed gravity values.
 MW0691
 MW0691;                    North         East    Units  Estimated Accuracy
 MW0691;SPC CA 1     -   795,680.    2,033,400.      MT  (+/- 180 meters Scaled)
 MW0691
 MW0691                          SUPERSEDED SURVEY CONTROL
 MW0691
 MW0691  NGVD 29 (??/??/??) 1266.885  (m)         4156.44   (f) ADJUSTED    2 0
 MW0691
 MW0691.Superseded values are not recommended for survey control.
 MW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0691.See file dsdata.txt to determine how the superseded data were derived.
 MW0691
 MW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM162502(NAD 83)
 MW0691_MARKER: DB = BENCH MARK DISK
 MW0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0691_STAMPING: 118 GWM 4156 1949
 MW0691_MARK LOGO: USGS  
 MW0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0691+STABILITY: SURFACE MOTION
 MW0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MW0691+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2002
 MW0691
 MW0691  HISTORY     - Date     Condition        Report By
 MW0691  HISTORY     - 1949     MONUMENTED       USGS
 MW0691  HISTORY     - 1954     GOOD             CGS
 MW0691  HISTORY     - 20020526 GOOD             INDIV
 MW0691
 MW0691                          STATION DESCRIPTION
 MW0691
 MW0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0691'2.4 MI S FROM MERRILL.
 MW0691'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0691'THENCE 1.0 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 1.2 MILES
 MW0691'SOUTH ALONG A GRADED ROAD, 0.3 MILE SOUTH OF THE INTERSECTION
 MW0691'OF STATE LINE ROAD, ON THE SUMMIT OF A GRADE, 23 FEET WEST OF THE
 MW0691'CENTER LINE OF THE ROAD, 1.3 NORTH OF A WITNESS POST, 1.1 EAST
 MW0691'OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 MW0691'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MW0691
 MW0691                          STATION RECOVERY (2002)
 MW0691
 MW0691'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT)
 MW0691'GPS OBSERVATION WITH A GARMIN ETREX VENTURE INDICATED -
 MW0691'N41 59 43.4 W121 35 48.0
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2115 ***********************************************************************
 JS2115  DESIGNATION -  118+108
 JS2115  PID         -  JS2115
 JS2115  STATE/COUNTY-  CA/SOLANO
 JS2115  USGS QUAD   -  ELMIRA (1980)
 JS2115
 JS2115                         *CURRENT SURVEY CONTROL
 JS2115  ___________________________________________________________________
 JS2115* NAD 83(1986)-  38 16 21.     (N)    121 55 59.     (W)     SCALED    
 JS2115* NAVD 88     -        20.08   (+/-2cm)      65.9    (feet)  VERTCON   
 JS2115  ___________________________________________________________________
 JS2115  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JS2115  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2115
 JS2115.The horizontal coordinates were scaled from a topographic map and have
 JS2115.an estimated accuracy of +/- 6 seconds.
 JS2115
 JS2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2115.The vertical order pertains to the NGVD 29 superseded value.
 JS2115
 JS2115.The geoid height was determined by GEOID03.
 JS2115
 JS2115;                    North         East    Units  Estimated Accuracy
 JS2115;SPC CA 2     -   567,250.    2,005,860.      MT  (+/- 180 meters Scaled)
 JS2115
 JS2115                          SUPERSEDED SURVEY CONTROL
 JS2115
 JS2115  NGVD 29 (??/??/92)   19.299  (m)           63.32   (f) ADJ UNCH    1 2
 JS2115
 JS2115.Superseded values are not recommended for survey control.
 JS2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2115.See file dsdata.txt to determine how the superseded data were derived.
 JS2115
 JS2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH933365(NAD 83)
 JS2115_MARKER: DD = SURVEY DISK
 JS2115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2115_SP_SET: CULVERT
 JS2115_STAMPING: 118-108 1952 SACTO DIST
 JS2115_MARK LOGO: USE   
 JS2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2115
 JS2115  HISTORY     - Date     Condition        Report By
 JS2115  HISTORY     - 1952     MONUMENTED       DOD
 JS2115  HISTORY     - 1960     GOOD             CGS
 JS2115  HISTORY     - 1966     GOOD             CGS
 JS2115
 JS2115                          STATION DESCRIPTION
 JS2115
 JS2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JS2115'AT TRAVIS AFB.
 JS2115'AT TRAVIS AIR FORCE BASE, 0.7 MILE NORTH ALONG SECOND STREET
 JS2115'FROM THE CONTROL TOWER, AT THE JUNCTION OF SCOTT STREET, IN THE
 JS2115'TOP AND 0.3 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE
 JS2115'HEAD WALL OF AN 18-INCH CONCRETE PIPE CULVERT, 21 FEET WEST OF
 JS2115'THE CENTER LINE OF SECOND STREET, 64 FEET NORTH OF THE CENTER
 JS2115'LINE OF SCOTT STREET, AND ABOUT LEVEL WITH THE STREETS.
 JS2115
 JS2115                          STATION RECOVERY (1966)
 JS2115
 JS2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2110 ***********************************************************************
 JS2110  DESIGNATION -  118+176
 JS2110  PID         -  JS2110
 JS2110  STATE/COUNTY-  CA/SOLANO
 JS2110  USGS QUAD   -  ELMIRA (1980)
 JS2110
 JS2110                         *CURRENT SURVEY CONTROL
 JS2110  ___________________________________________________________________
 JS2110* NAD 83(1986)-  38 15 46.     (N)    121 55 38.     (W)     SCALED    
 JS2110* NAVD 88     -        15.58   (+/-2cm)      51.1    (feet)  VERTCON   
 JS2110  ___________________________________________________________________
 JS2110  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS2110  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2110
 JS2110.The horizontal coordinates were scaled from a topographic map and have
 JS2110.an estimated accuracy of +/- 6 seconds.
 JS2110
 JS2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2110.The vertical order pertains to the NGVD 29 superseded value.
 JS2110
 JS2110.The geoid height was determined by GEOID03.
 JS2110
 JS2110;                    North         East    Units  Estimated Accuracy
 JS2110;SPC CA 2     -   566,180.    2,006,370.      MT  (+/- 180 meters Scaled)
 JS2110
 JS2110                          SUPERSEDED SURVEY CONTROL
 JS2110
 JS2110  NGVD 29 (??/??/92)   14.803  (m)           48.57   (f) ADJ UNCH    1 2
 JS2110
 JS2110.Superseded values are not recommended for survey control.
 JS2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2110.See file dsdata.txt to determine how the superseded data were derived.
 JS2110
 JS2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH938355(NAD 83)
 JS2110_MARKER: DD = SURVEY DISK
 JS2110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2110_SP_SET: CONC APRON
 JS2110_STAMPING: 118-176
 JS2110_MARK LOGO: USE   
 JS2110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2110
 JS2110  HISTORY     - Date     Condition        Report By
 JS2110  HISTORY     - UNK      MONUMENTED       DOD
 JS2110  HISTORY     - 1967     GOOD             CGS
 JS2110
 JS2110                          STATION DESCRIPTION
 JS2110
 JS2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JS2110'AT TRAVIS AFB.
 JS2110'AT TRAVIS AIR FORCE BASE, 0.2 MILE SOUTHEAST OF THE CONTROL
 JS2110'TOWER, IN THE TOP OF THE SOUTHWEST EDGE OF CONCRETE APRON
 JS2110'BETWEEN RUNWAYS 21R -3L AND 21L-3R, 300 FEET EAST OF THE
 JS2110'EAST EDGE OF THE NORTHEAST END OF RUNWAY 21R-3R, AND ABOUT
 JS2110'LEVEL WITH THE TAXI WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2109 ***********************************************************************
 JS2109  DESIGNATION -  118+201
 JS2109  PID         -  JS2109
 JS2109  STATE/COUNTY-  CA/SOLANO
 JS2109  USGS QUAD   -  ELMIRA (1980)
 JS2109
 JS2109                         *CURRENT SURVEY CONTROL
 JS2109  ___________________________________________________________________
 JS2109* NAD 83(1986)-  38 15 46.     (N)    121 55 38.     (W)     SCALED    
 JS2109* NAVD 88     -        15.40   (+/-2cm)      50.5    (feet)  VERTCON   
 JS2109  ___________________________________________________________________
 JS2109  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS2109  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2109
 JS2109.The horizontal coordinates were scaled from a topographic map and have
 JS2109.an estimated accuracy of +/- 6 seconds.
 JS2109
 JS2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2109.The vertical order pertains to the NGVD 29 superseded value.
 JS2109
 JS2109.The geoid height was determined by GEOID03.
 JS2109
 JS2109;                    North         East    Units  Estimated Accuracy
 JS2109;SPC CA 2     -   566,180.    2,006,370.      MT  (+/- 180 meters Scaled)
 JS2109
 JS2109                          SUPERSEDED SURVEY CONTROL
 JS2109
 JS2109  NGVD 29 (??/??/92)   14.628  (m)           47.99   (f) ADJ UNCH    1 2
 JS2109
 JS2109.Superseded values are not recommended for survey control.
 JS2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2109.See file dsdata.txt to determine how the superseded data were derived.
 JS2109
 JS2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH938355(NAD 83)
 JS2109_MARKER: DD = SURVEY DISK
 JS2109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2109_SP_SET: CONC APRON
 JS2109_STAMPING: 118-201
 JS2109_MARK LOGO: USE   
 JS2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2109
 JS2109  HISTORY     - Date     Condition        Report By
 JS2109  HISTORY     - UNK      MONUMENTED       DOD
 JS2109  HISTORY     - 1960     GOOD             CGS
 JS2109  HISTORY     - 1966     MARK NOT FOUND   CGS
 JS2109
 JS2109                          STATION DESCRIPTION
 JS2109
 JS2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JS2109'AT TRAVIS AFB.
 JS2109'AT TRAVIS AIR FORCE BASE, 0.2 MILE SOUTHEAST OF THE CONTROL
 JS2109'TOWER, IN TOP OF THE SOUTHWEST EDGE OF THE CONCRETE APRON ALONG
 JS2109'A TAXI WAY, ABOUT 300 FEET EAST OF THE EAST EDGE OF THE NORTHEAST
 JS2109'END OF THE RUNWAY, AND LEVEL WITH THE TAXI WAY.
 JS2109
 JS2109                          STATION RECOVERY (1966)
 JS2109
 JS2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2112 ***********************************************************************
 JS2112  DESIGNATION -  118+203
 JS2112  PID         -  JS2112
 JS2112  STATE/COUNTY-  CA/SOLANO
 JS2112  USGS QUAD   -  ELMIRA (1980)
 JS2112
 JS2112                         *CURRENT SURVEY CONTROL
 JS2112  ___________________________________________________________________
 JS2112* NAD 83(1986)-  38 15 45.     (N)    121 55 48.     (W)     SCALED    
 JS2112* NAVD 88     -        15.17   (+/-2cm)      49.8    (feet)  VERTCON   
 JS2112  ___________________________________________________________________
 JS2112  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS2112  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2112
 JS2112.The horizontal coordinates were scaled from a topographic map and have
 JS2112.an estimated accuracy of +/- 6 seconds.
 JS2112
 JS2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2112.The vertical order pertains to the NGVD 29 superseded value.
 JS2112
 JS2112.The geoid height was determined by GEOID03.
 JS2112
 JS2112;                    North         East    Units  Estimated Accuracy
 JS2112;SPC CA 2     -   566,150.    2,006,130.      MT  (+/- 180 meters Scaled)
 JS2112
 JS2112                          SUPERSEDED SURVEY CONTROL
 JS2112
 JS2112  NGVD 29 (??/??/92)   14.395  (m)           47.23   (f) ADJ UNCH    1 2
 JS2112
 JS2112.Superseded values are not recommended for survey control.
 JS2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2112.See file dsdata.txt to determine how the superseded data were derived.
 JS2112
 JS2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH936354(NAD 83)
 JS2112_MARKER: DD = SURVEY DISK
 JS2112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2112_SP_SET: RUNWAY APPROACH
 JS2112_STAMPING: 118-203 1957
 JS2112_MARK LOGO: USE   
 JS2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2112
 JS2112  HISTORY     - Date     Condition        Report By
 JS2112  HISTORY     - 1957     MONUMENTED       DOD
 JS2112  HISTORY     - 1960     GOOD             CGS
 JS2112  HISTORY     - 1966     MARK NOT FOUND   CGS
 JS2112
 JS2112                          STATION DESCRIPTION
 JS2112
 JS2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JS2112'AT TRAVIS AFB.
 JS2112'AT TRAVIS AIR FORCE BASE, AT THE NORTHEAST END OF THE
 JS2112'NORTHEAST-SOUTHWEST CONCRETE RUNWAY (RUNWAY 3L-21R), ABOUT 0.1
 JS2112'MILE SOUTHEAST OF THE CONTROL TOWER, IN TOP OF THE CONCRETE
 JS2112'PAVING OF AN APPROACH NEAR THE NORTH CORNER OF THE RUNWAY, AND
 JS2112'ABOUT LEVEL WITH THE RUNWAY.
 JS2112
 JS2112                          STATION RECOVERY (1966)
 JS2112
 JS2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS2112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2106 ***********************************************************************
 JS2106  DESIGNATION -  118+253
 JS2106  PID         -  JS2106
 JS2106  STATE/COUNTY-  CA/SOLANO
 JS2106  USGS QUAD   -  DENVERTON (1980)
 JS2106
 JS2106                         *CURRENT SURVEY CONTROL
 JS2106  ___________________________________________________________________
 JS2106* NAD 83(1986)-  38 14 36.     (N)    121 57 25.     (W)     SCALED    
 JS2106* NAVD 88     -        10.80   (+/-2cm)      35.4    (feet)  VERTCON   
 JS2106  ___________________________________________________________________
 JS2106  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS2106  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2106
 JS2106.The horizontal coordinates were scaled from a topographic map and have
 JS2106.an estimated accuracy of +/- 6 seconds.
 JS2106
 JS2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2106.The vertical order pertains to the NGVD 29 superseded value.
 JS2106
 JS2106.The geoid height was determined by GEOID03.
 JS2106
 JS2106;                    North         East    Units  Estimated Accuracy
 JS2106;SPC CA 2     -   564,020.    2,003,770.      MT  (+/- 180 meters Scaled)
 JS2106
 JS2106                          SUPERSEDED SURVEY CONTROL
 JS2106
 JS2106  NGVD 29 (??/??/92)   10.024  (m)           32.89   (f) ADJ UNCH    1 2
 JS2106
 JS2106.Superseded values are not recommended for survey control.
 JS2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2106.See file dsdata.txt to determine how the superseded data were derived.
 JS2106
 JS2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH912333(NAD 83)
 JS2106_MARKER: DD = SURVEY DISK
 JS2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2106_STAMPING: 118-253 69+84 1957 SACTO DIST
 JS2106_MARK LOGO: USE   
 JS2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2106+STABILITY: SURFACE MOTION
 JS2106
 JS2106  HISTORY     - Date     Condition        Report By
 JS2106  HISTORY     - 1957     MONUMENTED       DOD
 JS2106  HISTORY     - 1960     GOOD             CGS
 JS2106  HISTORY     - 1966     GOOD             CGS
 JS2106
 JS2106                          STATION DESCRIPTION
 JS2106
 JS2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JS2106'AT TRAVIS AFB.
 JS2106'AT TRAVIS AIR FORCE BASE, AT THE CENTER OF THE SOUTHWEST END
 JS2106'OF THE NORTHEAST-SOUTHWEST RUNWAY (RUNWAY 3L-21R), IN LINE
 JS2106'WITH THE CENTER LINE OF THE RUNWAY, ABOUT 1 1/2 FEET SOUTHWEST
 JS2106'OF THE SOUTHWEST EDGE OF THE RUNWAY, AND SET IN THE TOP OF A
 JS2106'CONCRETE POST FLUSH WITH THE GROUND.
 JS2106
 JS2106                          STATION RECOVERY (1966)
 JS2106
 JS2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2116 ***********************************************************************
 JS2116  DESIGNATION -  118+87
 JS2116  PID         -  JS2116
 JS2116  STATE/COUNTY-  CA/SOLANO
 JS2116  USGS QUAD   -  ELMIRA (1980)
 JS2116
 JS2116                         *CURRENT SURVEY CONTROL
 JS2116  ___________________________________________________________________
 JS2116* NAD 83(1986)-  38 16 39.     (N)    121 55 59.     (W)     SCALED    
 JS2116* NAVD 88     -        20.38   (+/-2cm)      66.9    (feet)  VERTCON   
 JS2116  ___________________________________________________________________
 JS2116  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JS2116  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2116
 JS2116.The horizontal coordinates were scaled from a topographic map and have
 JS2116.an estimated accuracy of +/- 6 seconds.
 JS2116
 JS2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2116.The vertical order pertains to the NGVD 29 superseded value.
 JS2116
 JS2116.The geoid height was determined by GEOID03.
 JS2116
 JS2116;                    North         East    Units  Estimated Accuracy
 JS2116;SPC CA 2     -   567,810.    2,005,860.      MT  (+/- 180 meters Scaled)
 JS2116
 JS2116                          SUPERSEDED SURVEY CONTROL
 JS2116
 JS2116  NGVD 29 (??/??/92)   19.597  (m)           64.29   (f) ADJ UNCH    1 2
 JS2116
 JS2116.Superseded values are not recommended for survey control.
 JS2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2116.See file dsdata.txt to determine how the superseded data were derived.
 JS2116
 JS2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH933371(NAD 83)
 JS2116_MARKER: DB = BENCH MARK DISK
 JS2116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2116_SP_SET: CULVERT
 JS2116_STAMPING: 118-87 1952 SACTO DIST
 JS2116_MARK LOGO: USAF  
 JS2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2116
 JS2116  HISTORY     - Date     Condition        Report By
 JS2116  HISTORY     - 1952     MONUMENTED       DOD
 JS2116  HISTORY     - 1958     GOOD             CGS
 JS2116  HISTORY     - 1966     GOOD             CGS
 JS2116
 JS2116                          STATION DESCRIPTION
 JS2116
 JS2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JS2116'AT TRAVIS AFB.
 JS2116'AT TRAVIS AIR FORCE BASE, 1.1 MILE NORTH ALONG SECOND STREET FROM
 JS2116'THE CONTROL TOWER, AT THE INTERSECTION OF A STREET, IN THE TOP
 JS2116'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 12-INCH
 JS2116'CORRUGATED METAL PIPE CULVERT UNDER SECOND STREET, 42 FEET
 JS2116'SOUTH OF THE CENTER LINE OF A STREET, 18 FEET WEST OF THE CENTER
 JS2116'LINE OF SECOND STREET, AND ABOUT LEVEL WITH SECOND STREET.
 JS2116
 JS2116                          STATION RECOVERY (1966)
 JS2116
 JS2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0934 ***********************************************************************
 GU0934  DESIGNATION -  118.44 R
 GU0934  PID         -  GU0934
 GU0934  STATE/COUNTY-  CA/FRESNO
 GU0934  USGS QUAD   -  LEVIS (1984)
 GU0934
 GU0934                         *CURRENT SURVEY CONTROL
 GU0934  ___________________________________________________________________
 GU0934* NAD 83(1986)-  36 35 23.     (N)    120 29 13.     (W)     SCALED    
 GU0934* NAVD 88     -       102.08   (+/-2cm)     334.9    (feet)  VERTCON   
 GU0934  ___________________________________________________________________
 GU0934  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0934  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0934
 GU0934.The horizontal coordinates were scaled from a topographic map and have
 GU0934.an estimated accuracy of +/- 6 seconds.
 GU0934
 GU0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0934.The vertical order pertains to the NGVD 29 superseded value.
 GU0934
 GU0934.The geoid height was determined by GEOID03.
 GU0934
 GU0934;                    North         East    Units  Estimated Accuracy
 GU0934;SPC CA 4     -   640,440.    1,866,950.      MT  (+/- 180 meters Scaled)
 GU0934
 GU0934                          SUPERSEDED SURVEY CONTROL
 GU0934
 GU0934  NGVD 29 (??/??/92)  101.248  (m)          332.18   (f) ADJ UNCH    1 1
 GU0934
 GU0934.Superseded values are not recommended for survey control.
 GU0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0934.See file dsdata.txt to determine how the superseded data were derived.
 GU0934
 GU0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF248523(NAD 83)
 GU0934_MARKER: DD = SURVEY DISK
 GU0934_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0934_SP_SET: HEADWALL
 GU0934_STAMPING: 118.44 R
 GU0934_MARK LOGO: BOR   
 GU0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0934+STABILITY: SURFACE MOTION
 GU0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0934+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0934
 GU0934  HISTORY     - Date     Condition        Report By
 GU0934  HISTORY     - UNK      MONUMENTED       BOR
 GU0934  HISTORY     - 1967     GOOD             NGS
 GU0934  HISTORY     - 1975     GOOD             NGS
 GU0934  HISTORY     - 19881201 GOOD             NGS
 GU0934
 GU0934                          STATION DESCRIPTION
 GU0934
 GU0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0934'31.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0934'31.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0934'DOS AMIGOS PUMP PLANT, 0.05 MILE NORTHWEST OF THE WEST END
 GU0934'OF DINUBA AVENUE BRIDGE OVER THE AQUEDUCT, 30 FEET NORTHEAST
 GU0934'OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET
 GU0934'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE
 GU0934'AQUEDUCT, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT
 GU0934'STRUCTURE, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0934
 GU0934                          STATION RECOVERY (1975)
 GU0934
 GU0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0934'RECOVERED IN GOOD CONDITION.
 GU0934
 GU0934                          STATION RECOVERY (1988)
 GU0934
 GU0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0931 ***********************************************************************
 GU0931  DESIGNATION -  118.46 L
 GU0931  PID         -  GU0931
 GU0931  STATE/COUNTY-  CA/FRESNO
 GU0931  USGS QUAD   -  LEVIS (1984)
 GU0931
 GU0931                         *CURRENT SURVEY CONTROL
 GU0931  ___________________________________________________________________
 GU0931* NAD 83(1986)-  36 35 21.     (N)    120 29 10.     (W)     SCALED    
 GU0931* NAVD 88     -       102.11   (+/-2cm)     335.0    (feet)  VERTCON   
 GU0931  ___________________________________________________________________
 GU0931  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0931  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0931
 GU0931.The horizontal coordinates were scaled from a topographic map and have
 GU0931.an estimated accuracy of +/- 6 seconds.
 GU0931
 GU0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0931.The vertical order pertains to the NGVD 29 superseded value.
 GU0931
 GU0931.The geoid height was determined by GEOID03.
 GU0931
 GU0931;                    North         East    Units  Estimated Accuracy
 GU0931;SPC CA 4     -   640,380.    1,867,020.      MT  (+/- 180 meters Scaled)
 GU0931
 GU0931                          SUPERSEDED SURVEY CONTROL
 GU0931
 GU0931  NGVD 29 (??/??/92)  101.284  (m)          332.30   (f) ADJ UNCH    1 1
 GU0931
 GU0931.Superseded values are not recommended for survey control.
 GU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0931.See file dsdata.txt to determine how the superseded data were derived.
 GU0931
 GU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF248522(NAD 83)
 GU0931_MARKER: DD = SURVEY DISK
 GU0931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0931_SP_SET: CANAL LINING
 GU0931_STAMPING: 118.46 L SF 504
 GU0931_MARK LOGO: BOR   
 GU0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0931+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0931
 GU0931  HISTORY     - Date     Condition        Report By
 GU0931  HISTORY     - UNK      MONUMENTED       BOR
 GU0931  HISTORY     - 1969     GOOD             NGS
 GU0931  HISTORY     - 1975     GOOD             NGS
 GU0931  HISTORY     - 19881201 GOOD             NGS
 GU0931
 GU0931                          STATION DESCRIPTION
 GU0931
 GU0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0931'31.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0931'31.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0931'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP
 GU0931'OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 197.5 FEET
 GU0931'NORTH OF BENCH MARK 118.49 L (USBR) WHICH IS IN THE DINUBA
 GU0931'AVENUE BRIDGE, 0.5 FOOT SOUTHWEST OF A WITNESS POST.
 GU0931
 GU0931                          STATION RECOVERY (1975)
 GU0931
 GU0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0931'RECOVERED IN GOOD CONDITION.
 GU0931
 GU0931                          STATION RECOVERY (1988)
 GU0931
 GU0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0929 ***********************************************************************
 GU0929  DESIGNATION -  118.49 L
 GU0929  PID         -  GU0929
 GU0929  STATE/COUNTY-  CA/FRESNO
 GU0929  USGS QUAD   -  LEVIS (1984)
 GU0929
 GU0929                         *CURRENT SURVEY CONTROL
 GU0929  ___________________________________________________________________
 GU0929* NAD 83(1986)-  36 35 22.     (N)    120 29 09.     (W)     SCALED    
 GU0929* NAVD 88     -       104.041  (meters)     341.34   (feet)  ADJUSTED  
 GU0929  ___________________________________________________________________
 GU0929  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0929  DYNAMIC HT  -         103.952 (meters)     341.05  (feet)  COMP
 GU0929  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 GU0929
 GU0929  VERT ORDER  -  FIRST     CLASS I
 GU0929
 GU0929.The horizontal coordinates were scaled from a topographic map and have
 GU0929.an estimated accuracy of +/- 6 seconds.
 GU0929
 GU0929.The orthometric height was determined by differential leveling
 GU0929.and adjusted in June 1991.
 GU0929
 GU0929.The geoid height was determined by GEOID03.
 GU0929
 GU0929.The dynamic height is computed by dividing the NAVD 88
 GU0929.geopotential number by the normal gravity value computed on the
 GU0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0929.degrees latitude (g = 980.6199 gals.).
 GU0929
 GU0929.The modeled gravity was interpolated from observed gravity values.
 GU0929
 GU0929;                    North         East    Units  Estimated Accuracy
 GU0929;SPC CA 4     -   640,410.    1,867,050.      MT  (+/- 180 meters Scaled)
 GU0929
 GU0929                          SUPERSEDED SURVEY CONTROL
 GU0929
 GU0929  NGVD 29 (??/??/92)  103.186  (m)          338.54   (f) ADJ UNCH    1 1
 GU0929
 GU0929.Superseded values are not recommended for survey control.
 GU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0929.See file dsdata.txt to determine how the superseded data were derived.
 GU0929
 GU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF249522(NAD 83)
 GU0929_MARKER: DD = SURVEY DISK
 GU0929_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU0929_SP_SET: CURB
 GU0929_STAMPING: 118.49 L
 GU0929_MARK LOGO: BOR   
 GU0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0929+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0929
 GU0929  HISTORY     - Date     Condition        Report By
 GU0929  HISTORY     - UNK      MONUMENTED       BOR
 GU0929  HISTORY     - 1967     GOOD             NGS
 GU0929  HISTORY     - 1975     GOOD             NGS
 GU0929  HISTORY     - 19881201 GOOD             NGS
 GU0929
 GU0929                          STATION DESCRIPTION
 GU0929
 GU0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0929'31.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0929'31.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0929'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP
 GU0929'OF THE EAST END OF THE NORTH CONCRETE CURB OF DINUBA AVENUE
 GU0929'BRIDGE OVER THE AQUEDUCT, 14 FEET NORTH OF THE CENTER LINE OF
 GU0929'THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU0929
 GU0929                          STATION RECOVERY (1975)
 GU0929
 GU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0929'RECOVERED IN GOOD CONDITION.
 GU0929
 GU0929                          STATION RECOVERY (1988)
 GU0929
 GU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0930 ***********************************************************************
 GU0930  DESIGNATION -  118.49 R
 GU0930  PID         -  GU0930
 GU0930  STATE/COUNTY-  CA/FRESNO
 GU0930  USGS QUAD   -  LEVIS (1984)
 GU0930
 GU0930                         *CURRENT SURVEY CONTROL
 GU0930  ___________________________________________________________________
 GU0930* NAD 83(1986)-  36 35 19.     (N)    120 29 13.     (W)     SCALED    
 GU0930* NAVD 88     -       104.106  (meters)     341.55   (feet)  ADJUSTED  
 GU0930  ___________________________________________________________________
 GU0930  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0930  DYNAMIC HT  -         104.017 (meters)     341.26  (feet)  COMP
 GU0930  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GU0930
 GU0930  VERT ORDER  -  FIRST     CLASS II
 GU0930
 GU0930.The horizontal coordinates were scaled from a topographic map and have
 GU0930.an estimated accuracy of +/- 6 seconds.
 GU0930
 GU0930.The orthometric height was determined by differential leveling
 GU0930.and adjusted in June 1991.
 GU0930
 GU0930.The geoid height was determined by GEOID03.
 GU0930
 GU0930.The dynamic height is computed by dividing the NAVD 88
 GU0930.geopotential number by the normal gravity value computed on the
 GU0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0930.degrees latitude (g = 980.6199 gals.).
 GU0930
 GU0930.The modeled gravity was interpolated from observed gravity values.
 GU0930
 GU0930;                    North         East    Units  Estimated Accuracy
 GU0930;SPC CA 4     -   640,320.    1,866,950.      MT  (+/- 180 meters Scaled)
 GU0930
 GU0930                          SUPERSEDED SURVEY CONTROL
 GU0930
 GU0930  NGVD 29 (??/??/92)  103.230  (m)          338.68   (f) ADJ UNCH    1 2
 GU0930
 GU0930.Superseded values are not recommended for survey control.
 GU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0930.See file dsdata.txt to determine how the superseded data were derived.
 GU0930
 GU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF248521(NAD 83)
 GU0930_MARKER: DD = SURVEY DISK
 GU0930_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU0930_SP_SET: CURB
 GU0930_STAMPING: 118.49 R
 GU0930_MARK LOGO: BOR   
 GU0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0930+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0930
 GU0930  HISTORY     - Date     Condition        Report By
 GU0930  HISTORY     - UNK      MONUMENTED       BOR
 GU0930  HISTORY     - 1968     GOOD             NGS
 GU0930  HISTORY     - 1975     GOOD             NGS
 GU0930  HISTORY     - 19881201 GOOD             NGS
 GU0930
 GU0930                          STATION DESCRIPTION
 GU0930
 GU0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0930'31.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0930'31.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0930'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP
 GU0930'OF THE WEST END OF THE SOUTH CONCRETE CURB OF DINUBA AVENUE
 GU0930'BRIDGE OVER THE AQUEDUCT, 14 FEET SOUTH OF THE CENTER LINE OF
 GU0930'THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 GU0930
 GU0930                          STATION RECOVERY (1975)
 GU0930
 GU0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0930'RECOVERED IN GOOD CONDITION.
 GU0930
 GU0930                          STATION RECOVERY (1988)
 GU0930
 GU0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0378 ***********************************************************************
 HS0378  DESIGNATION -  118.84 USN
 HS0378  PID         -  HS0378
 HS0378  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0378  USGS QUAD   -  STOCKTON WEST (1987)
 HS0378
 HS0378                         *CURRENT SURVEY CONTROL
 HS0378  ___________________________________________________________________
 HS0378* NAD 83(1986)-  37 57 45.     (N)    121 21 56.     (W)     SCALED    
 HS0378* NAVD 88     -         5.23   (+/-2cm)      17.2    (feet)  VERTCON   
 HS0378  ___________________________________________________________________
 HS0378  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS0378  VERT ORDER  -  THIRD (See Below)
 HS0378
 HS0378.The horizontal coordinates were scaled from a topographic map and have
 HS0378.an estimated accuracy of +/- 6 seconds.
 HS0378
 HS0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0378.The vertical order pertains to the NGVD 29 superseded value.
 HS0378
 HS0378.The geoid height was determined by GEOID03.
 HS0378
 HS0378;                    North         East    Units  Estimated Accuracy
 HS0378;SPC CA 3     -   662,660.    1,923,940.      MT  (+/- 180 meters Scaled)
 HS0378
 HS0378                          SUPERSEDED SURVEY CONTROL
 HS0378
 HS0378  NGVD 29 (??/??/??)    4.60   (m)           15.1    (f) RESET       3  
 HS0378
 HS0378.Superseded values are not recommended for survey control.
 HS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0378.See file dsdata.txt to determine how the superseded data were derived.
 HS0378
 HS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH435029(NAD 83)
 HS0378_MARKER: DD = SURVEY DISK
 HS0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0378_SP_SET: CURB
 HS0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0378
 HS0378  HISTORY     - Date     Condition        Report By
 HS0378  HISTORY     - UNK      MONUMENTED       DOD
 HS0378  HISTORY     - 1951     GOOD             NGS
 HS0378  HISTORY     - 1957     MARK NOT FOUND   NGS
 HS0378
 HS0378                          STATION DESCRIPTION
 HS0378
 HS0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0378'AT ROUGH AND READY ISLAND.
 HS0378'ON ROUGH AND READY ISLAND, AT THE U.S. NAVAL SUPPLY ANNEX, 1.6
 HS0378'MILES NORTHWEST OF THE MAIN ENTRANCE, 0.6 MILES NORTH OF B.M.
 HS0378'F 478, NEAR THE JUNCTION OF 9TH STREET AND EMBARCADERO, AT THE
 HS0378'NORTH CORNER OF THE BOAT WHARF, AT THE NORTH CORNER OF BERTH K,
 HS0378'ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE CURB,115.5
 HS0378'FEET NORTHWEST OF THE NORTH CORNER OF BUILDING NO. 803, 81.9 FEET
 HS0378'NORTHEAST OF B. M. G 478, 1 FOOT NORTH OF THE NORTHEAST ONE OF A
 HS0378'ROW OF STEEL GUARD RAIL POSTS, AND SET ABOUT 0.7 FEET ABOVE
 HS0378'THE WHARF FLOOR.
 HS0378
 HS0378                          STATION RECOVERY (1957)
 HS0378
 HS0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 HS0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2691 ***********************************************************************
 HR2691  DESIGNATION -  11800
 HR2691  PID         -  HR2691
 HR2691  STATE/COUNTY-  CA/MONO
 HR2691  USGS QUAD   -  BLOODY MTN (1994)
 HR2691
 HR2691                         *CURRENT SURVEY CONTROL
 HR2691  ___________________________________________________________________
 HR2691* NAD 83(1992)-  37 34 49.05964(N)    118 53 29.21373(W)     ADJUSTED  
 HR2691* NAVD 88     -      3602.     (meters)   11818.     (feet)  SCALED    
 HR2691  ___________________________________________________________________
 HR2691  EPOCH DATE  -        1991.35
 HR2691  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 HR2691  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 HR2691  HORZ ORDER  -  SECOND
 HR2691
 HR2691.The horizontal coordinates were established by classical geodetic methods
 HR2691.and adjusted by the National Geodetic Survey in March 1994.
 HR2691.The horizontal coordinates are valid at the epoch date displayed above.
 HR2691.The epoch date for horizontal control is a decimal equivalence
 HR2691.of Year/Month/Day.
 HR2691
 HR2691.The orthometric height was scaled from a topographic map.
 HR2691
 HR2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2691
 HR2691.The geoid height was determined by GEOID03.
 HR2691
 HR2691;                    North         East     Units Scale Factor Converg.
 HR2691;SPC CA 3     -   621,112.735 2,142,068.026   MT  0.99993360   +0 59 05.3
 HR2691;SPC CA 3     - 2,037,767.36  7,027,768.18   sFT  0.99993360   +0 59 05.3
 HR2691;SPC CA 4     -   749,347.326 2,009,589.209   MT  1.00007950   +0 03 53.1
 HR2691;SPC CA 4     - 2,458,483.69  6,593,127.26   sFT  1.00007950   +0 03 53.1
 HR2691;UTM  11      - 4,160,931.072   332,986.088   MT  0.99994359   -1 09 13.7
 HR2691
 HR2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2691!SPC CA 3     -   0.99943894  x   0.99993360  =   0.99937258
 HR2691!SPC CA 4     -   0.99943894  x   1.00007950  =   0.99951840
 HR2691!UTM  11      -   0.99943894  x   0.99994359  =   0.99938257
 HR2691
 HR2691                          SUPERSEDED SURVEY CONTROL
 HR2691
 HR2691  NAD 83(1986)-  37 34 49.05629(N)    118 53 29.20515(W) AD(1984.00) 2
 HR2691  NAD 27      -  37 34 49.30565(N)    118 53 25.71709(W) AD(       ) 2
 HR2691
 HR2691.Superseded values are not recommended for survey control.
 HR2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2691.See file dsdata.txt to determine how the superseded data were derived.
 HR2691
 HR2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB3298660931(NAD 83)
 HR2691
 HR2691  HISTORY     - Date     Condition        Report By
 HR2691  HISTORY     - 1956     MONUMENTED       CGS
 HR2691
 HR2691                          STATION DESCRIPTION
 HR2691
 HR2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HR2691'SEE STATION LAUREL
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0912 ***********************************************************************
 LU0912  DESIGNATION -  1183 B USGS
 LU0912  PID         -  LU0912
 LU0912  STATE/COUNTY-  CA/TRINITY
 LU0912  USGS QUAD   -  IRONSIDE MTN (1982)
 LU0912
 LU0912                         *CURRENT SURVEY CONTROL
 LU0912  ___________________________________________________________________
 LU0912* NAD 83(1986)-  40 47 46.     (N)    123 22 45.     (W)     SCALED    
 LU0912* NAVD 88     -       364.88   (+/-2cm)    1197.1    (feet)  VERTCON   
 LU0912  ___________________________________________________________________
 LU0912  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 LU0912  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0912
 LU0912.The horizontal coordinates were scaled from a topographic map and have
 LU0912.an estimated accuracy of +/- 6 seconds.
 LU0912
 LU0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0912.The vertical order pertains to the NGVD 29 superseded value.
 LU0912
 LU0912.The geoid height was determined by GEOID03.
 LU0912
 LU0912;                    North         East    Units  Estimated Accuracy
 LU0912;SPC CA 1     -   663,340.    1,883,620.      MT  (+/- 180 meters Scaled)
 LU0912
 LU0912                          SUPERSEDED SURVEY CONTROL
 LU0912
 LU0912  NGVD 29 (??/??/92)  363.934  (m)         1194.01   (f) ADJ UNCH    1 2
 LU0912
 LU0912.Superseded values are not recommended for survey control.
 LU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0912.See file dsdata.txt to determine how the superseded data were derived.
 LU0912
 LU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL680161(NAD 83)
 LU0912_MARKER: DD = SURVEY DISK
 LU0912_SETTING: 80 = SET IN A BOULDER
 LU0912_SP_SET: BOULDER
 LU0912_STAMPING: 1183 B 1905
 LU0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0912+STABILITY: SURFACE MOTION
 LU0912
 LU0912  HISTORY     - Date     Condition        Report By
 LU0912  HISTORY     - 1905     MONUMENTED       USGS
 LU0912  HISTORY     - 1935     GOOD             NGS
 LU0912  HISTORY     - 1935     MARK NOT FOUND   USGS
 LU0912
 LU0912                          STATION DESCRIPTION
 LU0912
 LU0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0912'6.4 MI SE FROM BURNT RANCH.
 LU0912'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM BURNT RANCH,
 LU0912'TRINITY COUNTY, 625 FEET EAST OF VANCE GULCH, AND IN THE TOP OF
 LU0912'A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LU0912'DISK, STAMPED 1183 B 1905.
 LU0912
 LU0912                          STATION RECOVERY (1935)
 LU0912
 LU0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 LU0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9281 ***********************************************************************
 JT9281  DESIGNATION -  1186
 JT9281  PID         -  JT9281
 JT9281  STATE/COUNTY-  CA/NAPA
 JT9281  USGS QUAD   -  NAPA (1980)
 JT9281
 JT9281                         *CURRENT SURVEY CONTROL
 JT9281  ___________________________________________________________________
 JT9281* NAD 83(1986)-  38 19 54.     (N)    122 17 28.     (W)     SCALED    
 JT9281* NAVD 88     -        13.76   (+/-2cm)      45.1    (feet)  VERTCON   
 JT9281  ___________________________________________________________________
 JT9281  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT9281  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9281
 JT9281.The horizontal coordinates were scaled from a topographic map and have
 JT9281.an estimated accuracy of +/- 6 seconds.
 JT9281
 JT9281.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9281.The vertical order pertains to the NGVD 29 superseded value.
 JT9281
 JT9281.The geoid height was determined by GEOID03.
 JT9281
 JT9281;                    North         East    Units  Estimated Accuracy
 JT9281;SPC CA 2     -   573,860.    1,974,550.      MT  (+/- 180 meters Scaled)
 JT9281
 JT9281                          SUPERSEDED SURVEY CONTROL
 JT9281
 JT9281  NGVD 29 (??/??/92)   12.970  (m)           42.55   (f) ADJ UNCH    2 2
 JT9281
 JT9281.Superseded values are not recommended for survey control.
 JT9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9281.See file dsdata.txt to determine how the superseded data were derived.
 JT9281
 JT9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619428(NAD 83)
 JT9281_MARKER: S = SPIKE
 JT9281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9281_SP_SET: OAK TREE
 JT9281_MARK LOGO: NONE  
 JT9281_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9281
 JT9281  HISTORY     - Date     Condition        Report By
 JT9281  HISTORY     - 1971     MONUMENTED       CA2330
 JT9281
 JT9281                          STATION DESCRIPTION
 JT9281
 JT9281'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9281'ALONG BIG RANCH ROAD AT NO. 2151, NORTH SIDE OF DRIVEWAY, A RAILROAD
 JT9281'SPIKE IN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9282 ***********************************************************************
 JT9282  DESIGNATION -  1188
 JT9282  PID         -  JT9282
 JT9282  STATE/COUNTY-  CA/NAPA
 JT9282  USGS QUAD   -  NAPA (1980)
 JT9282
 JT9282                         *CURRENT SURVEY CONTROL
 JT9282  ___________________________________________________________________
 JT9282* NAD 83(1986)-  38 18 30.     (N)    122 17 46.     (W)     SCALED    
 JT9282* NAVD 88     -        12.46   (+/-2cm)      40.9    (feet)  VERTCON   
 JT9282  ___________________________________________________________________
 JT9282  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9282  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9282
 JT9282.The horizontal coordinates were scaled from a topographic map and have
 JT9282.an estimated accuracy of +/- 6 seconds.
 JT9282
 JT9282.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9282.The vertical order pertains to the NGVD 29 superseded value.
 JT9282
 JT9282.The geoid height was determined by GEOID03.
 JT9282
 JT9282;                    North         East    Units  Estimated Accuracy
 JT9282;SPC CA 2     -   571,270.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9282
 JT9282                          SUPERSEDED SURVEY CONTROL
 JT9282
 JT9282  NGVD 29 (??/??/92)   11.683  (m)           38.33   (f) ADJ UNCH    2 2
 JT9282
 JT9282.Superseded values are not recommended for survey control.
 JT9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9282.See file dsdata.txt to determine how the superseded data were derived.
 JT9282
 JT9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615402(NAD 83)
 JT9282_MARKER: B = BOLT
 JT9282_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9282+WITH SETTING: PAVEMENT
 JT9282_SP_SET: SIGNAL POLE
 JT9282_MARK LOGO: NONE  
 JT9282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9282+STABILITY: SURFACE MOTION
 JT9282
 JT9282  HISTORY     - Date     Condition        Report By
 JT9282  HISTORY     - 1971     MONUMENTED       CA2330
 JT9282
 JT9282                          STATION DESCRIPTION
 JT9282
 JT9282'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9282'AT LINCOLN AND JEFFERSON AVENUES, IN THE NORTHEAST CORNER AT SIGNAL
 JT9282'POLE A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9283 ***********************************************************************
 JT9283  DESIGNATION -  1189
 JT9283  PID         -  JT9283
 JT9283  STATE/COUNTY-  CA/NAPA
 JT9283  USGS QUAD   -  NAPA (1980)
 JT9283
 JT9283                         *CURRENT SURVEY CONTROL
 JT9283  ___________________________________________________________________
 JT9283* NAD 83(1986)-  38 18 36.     (N)    122 17 46.     (W)     SCALED    
 JT9283* NAVD 88     -        13.06   (+/-2cm)      42.8    (feet)  VERTCON   
 JT9283  ___________________________________________________________________
 JT9283  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9283  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9283
 JT9283.The horizontal coordinates were scaled from a topographic map and have
 JT9283.an estimated accuracy of +/- 6 seconds.
 JT9283
 JT9283.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9283.The vertical order pertains to the NGVD 29 superseded value.
 JT9283
 JT9283.The geoid height was determined by GEOID03.
 JT9283
 JT9283;                    North         East    Units  Estimated Accuracy
 JT9283;SPC CA 2     -   571,460.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9283
 JT9283                          SUPERSEDED SURVEY CONTROL
 JT9283
 JT9283  NGVD 29 (??/??/92)   12.28   (m)           40.3    (f) COMPUTED    2 2
 JT9283
 JT9283.Superseded values are not recommended for survey control.
 JT9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9283.See file dsdata.txt to determine how the superseded data were derived.
 JT9283
 JT9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615404(NAD 83)
 JT9283_MARKER: B = BOLT
 JT9283_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9283+WITH SETTING: PAVEMENT
 JT9283_SP_SET: SIGNAL POLE
 JT9283_MARK LOGO: NONE  
 JT9283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9283+STABILITY: SURFACE MOTION
 JT9283
 JT9283  HISTORY     - Date     Condition        Report By
 JT9283  HISTORY     - 1971     MONUMENTED       CA2330
 JT9283
 JT9283                          STATION DESCRIPTION
 JT9283
 JT9283'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9283'AT INTERSECTION OF JEFFERSON AND GEORGE STREETS, A BRASS BOLT IN THE
 JT9283'SOUTHEAST CORNER AT SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9140 ***********************************************************************
 AH9140  DESIGNATION -  119
 AH9140  PID         -  AH9140
 AH9140  STATE/COUNTY-  CA/RIVERSIDE
 AH9140  USGS QUAD   -  RANCHO MIRAGE (1996)
 AH9140
 AH9140                         *CURRENT SURVEY CONTROL
 AH9140  ___________________________________________________________________
 AH9140* NAD 83(1986)-  33 43 17.     (N)    116 22 58.     (W)     SCALED    
 AH9140* NAVD 88     -        69.136  (meters)     226.82   (feet)  ADJUSTED  
 AH9140  ___________________________________________________________________
 AH9140  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH9140  DYNAMIC HT  -          69.060 (meters)     226.57  (feet)  COMP
 AH9140  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 AH9140
 AH9140  VERT ORDER  -  FIRST     CLASS II
 AH9140
 AH9140.The horizontal coordinates were scaled from a topographic map and have
 AH9140.an estimated accuracy of +/- 6 seconds.
 AH9140
 AH9140.The orthometric height was determined by differential leveling
 AH9140.and adjusted in July 2002.
 AH9140.No vertical observational check was made to the station.
 AH9140
 AH9140.The geoid height was determined by GEOID03.
 AH9140
 AH9140.The dynamic height is computed by dividing the NAVD 88
 AH9140.geopotential number by the normal gravity value computed on the
 AH9140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9140.degrees latitude (g = 980.6199 gals.).
 AH9140
 AH9140.The modeled gravity was interpolated from observed gravity values.
 AH9140
 AH9140;                    North         East    Units  Estimated Accuracy
 AH9140;SPC CA 6     -   672,430.    1,987,690.      MT  (+/- 180 meters Scaled)
 AH9140
 AH9140                          SUPERSEDED SURVEY CONTROL
 AH9140
 AH9140.No superseded survey control is available for this station.
 AH9140
 AH9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT571314(NAD 83)
 AH9140_MARKER: DD = SURVEY DISK
 AH9140_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9140_SP_SET: MANHOLE
 AH9140_STAMPING: 119
 AH9140_MARK LOGO: NONE  
 AH9140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9140+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 AH9140
 AH9140  HISTORY     - Date     Condition        Report By
 AH9140  HISTORY     - UNK      MONUMENTED       CA2650
 AH9140  HISTORY     - 19990330 GOOD             NGS
 AH9140  HISTORY     - 20031003 GOOD             NGS
 AH9140
 AH9140                          STATION DESCRIPTION
 AH9140
 AH9140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9140'IN PALM DESERT, AT THE INTERSECTION OF SAN PABLO AVENUE AND STATE
 AH9140'HIGHWAY 111, IN TOP OF AND 1.3 M (4.3 FT) SOUTHWEST OF THE EAST CORNER
 AH9140'OF A CONCRETE MANHOLE, 20.2 M (66.3 FT) WEST OF THE CENTERLINE OF THE
 AH9140'SOUTHBOUND LANES OF THE AVENUE, 14.7 M (48.2 FT) NORTH OF THE
 AH9140'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.2 M (17.1 FT) EAST
 AH9140'OF THE CENTER OF A TURN LANE, 1.2 M (3.9 FT) SOUTH OF THE CENTER OF
 AH9140'THE MANHOLE COVER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AH9140'NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AH9140
 AH9140                          STATION RECOVERY (2003)
 AH9140
 AH9140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 AH9140'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7117 ***********************************************************************
 EW7117  DESIGNATION -  119 27 RE 5869
 EW7117  PID         -  EW7117
 EW7117  STATE/COUNTY-  CA/LOS ANGELES
 EW7117  USGS QUAD   -  DEL SUR (1995)
 EW7117
 EW7117                         *CURRENT SURVEY CONTROL
 EW7117  ___________________________________________________________________
 EW7117* NAD 83(1992)-  34 43 28.17089(N)    118 19 28.37621(W)     ADJUSTED  
 EW7117* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 EW7117  ___________________________________________________________________
 EW7117  EPOCH DATE  -        1991.35
 EW7117  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EW7117  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EW7117  HORZ ORDER  -  SECOND
 EW7117
 EW7117.The horizontal coordinates were established by classical geodetic methods
 EW7117.and adjusted by the National Geodetic Survey in June 1996.
 EW7117.The horizontal coordinates are valid at the epoch date displayed above.
 EW7117.The epoch date for horizontal control is a decimal equivalence
 EW7117.of Year/Month/Day.
 EW7117
 EW7117.The orthometric height was scaled from a topographic map.
 EW7117
 EW7117.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7117
 EW7117.The geoid height was determined by GEOID03.
 EW7117
 EW7117;                    North         East     Units Scale Factor Converg.
 EW7117;SPC CA 5     -   635,874.413 1,970,275.922   MT  0.99992223   -0 11 06.0
 EW7117;SPC CA 5     - 2,086,197.97  6,464,146.92   sFT  0.99992223   -0 11 06.0
 EW7117;UTM  11      - 3,843,289.552   378,725.171   MT  0.99978128   -0 45 16.5
 EW7117
 EW7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7117!SPC CA 5     -   0.99988532  x   0.99992223  =   0.99980756
 EW7117!UTM  11      -   0.99988532  x   0.99978128  =   0.99966663
 EW7117
 EW7117                          SUPERSEDED SURVEY CONTROL
 EW7117
 EW7117  NAD 83(1986)-  34 43 28.17002(N)    118 19 28.37372(W) AD(1984.00) 2
 EW7117  NAD 27      -  34 43 28.22791(N)    118 19 25.09004(W) AD(       ) 2
 EW7117
 EW7117.Superseded values are not recommended for survey control.
 EW7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7117.See file dsdata.txt to determine how the superseded data were derived.
 EW7117
 EW7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU7872543290(NAD 83)
 EW7117
 EW7117  HISTORY     - Date     Condition        Report By
 EW7117  HISTORY     - 1963     MONUMENTED       CGS
 EW7117
 EW7117                          STATION DESCRIPTION
 EW7117
 EW7117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EW7117'SEE STATION POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0689 ***********************************************************************
 MW0689  DESIGNATION -  119 GWM
 MW0689  PID         -  MW0689
 MW0689  STATE/COUNTY-  CA/SISKIYOU
 MW0689  USGS QUAD   -  HATFIELD (1993)
 MW0689
 MW0689                         *CURRENT SURVEY CONTROL
 MW0689  ___________________________________________________________________
 MW0689* NAD 83(1986)-  41 57 54.     (N)    121 35 35.     (W)     SCALED    
 MW0689* NAVD 88     -      1248.263  (meters)    4095.34   (feet)  ADJUSTED  
 MW0689  ___________________________________________________________________
 MW0689  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 MW0689  DYNAMIC HT  -        1247.478 (meters)    4092.77  (feet)  COMP
 MW0689  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 MW0689
 MW0689  VERT ORDER  -  SECOND    CLASS 0
 MW0689
 MW0689.The horizontal coordinates were scaled from a topographic map and have
 MW0689.an estimated accuracy of +/- 6 seconds.
 MW0689
 MW0689.The orthometric height was determined by differential leveling
 MW0689.and adjusted in June 1991.
 MW0689
 MW0689.The geoid height was determined by GEOID03.
 MW0689
 MW0689.The dynamic height is computed by dividing the NAVD 88
 MW0689.geopotential number by the normal gravity value computed on the
 MW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0689.degrees latitude (g = 980.6199 gals.).
 MW0689
 MW0689.The modeled gravity was interpolated from observed gravity values.
 MW0689
 MW0689;                    North         East    Units  Estimated Accuracy
 MW0689;SPC CA 1     -   792,310.    2,033,740.      MT  (+/- 180 meters Scaled)
 MW0689
 MW0689                          SUPERSEDED SURVEY CONTROL
 MW0689
 MW0689  NGVD 29 (??/??/??) 1247.166  (m)         4091.74   (f) ADJUSTED    2 0
 MW0689
 MW0689.Superseded values are not recommended for survey control.
 MW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0689.See file dsdata.txt to determine how the superseded data were derived.
 MW0689
 MW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM165468(NAD 83)
 MW0689_MARKER: DD = SURVEY DISK
 MW0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0689_STAMPING: 119 GWM 1949 4092
 MW0689_MARK LOGO: USGS  
 MW0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0689+STABILITY: SURFACE MOTION
 MW0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MW0689+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2002
 MW0689
 MW0689  HISTORY     - Date     Condition        Report By
 MW0689  HISTORY     - 1949     MONUMENTED       USGS
 MW0689  HISTORY     - 1961     GOOD             CGS
 MW0689  HISTORY     - 20020526 GOOD             INDIV
 MW0689
 MW0689                          STATION DESCRIPTION
 MW0689
 MW0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MW0689'4.1 MI S FROM MERRILL.
 MW0689'RECOVERED ABOUT 4 MILES SOUTH OF MERRILL, OREGON.  TO REACH FROM
 MW0689'MERRILL, PROCEED SOUTH ON S. MERRILL ROAD FOR 1.7 MILES TO
 MW0689'STATELINE ROAD, CONTINUE SOUTH ON GRAVEL ROAD FOR 2.4 MILES TO
 MW0689'T JUNCTION WITH A GRADED ROAD LEADING WEST.  MARK IS 50 FT. EAST
 MW0689'OF THE INTERSECTION, 4 FT. HIGHER THAN THE ROAD, AND 1 FT. NORTH
 MW0689'OF A WITNESS POST.  A STANDARD DISK SET IN A CONCRETE POST
 MW0689'PROJECTING 0.2 FT. ABOVE GROUND.
 MW0689
 MW0689                          STATION RECOVERY (2002)
 MW0689
 MW0689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT)
 MW0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI8025 ***********************************************************************
 AI8025  DESIGNATION -  119 JD
 AI8025  PID         -  AI8025
 AI8025  STATE/COUNTY-  CA/SANTA CLARA
 AI8025  USGS QUAD   -  LICK OBSERVATORY (1973)
 AI8025
 AI8025                         *CURRENT SURVEY CONTROL
 AI8025  ___________________________________________________________________
 AI8025* NAD 83(1986)-  37 20 08.     (N)    121 42 13.     (W)     SCALED    
 AI8025* NAVD 88     -       555.395  (meters)    1822.16   (feet)  ADJUSTED  
 AI8025  ___________________________________________________________________
 AI8025  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AI8025  DYNAMIC HT  -         554.929 (meters)    1820.63  (feet)  COMP
 AI8025  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 AI8025
 AI8025  VERT ORDER  -  FIRST     CLASS II
 AI8025
 AI8025.The horizontal coordinates were scaled from a topographic map and have
 AI8025.an estimated accuracy of +/- 6 seconds.
 AI8025
 AI8025.The orthometric height was determined by differential leveling
 AI8025.and adjusted in July 2002.
 AI8025.No vertical observational check was made to the station.
 AI8025
 AI8025.The geoid height was determined by GEOID03.
 AI8025
 AI8025.The dynamic height is computed by dividing the NAVD 88
 AI8025.geopotential number by the normal gravity value computed on the
 AI8025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8025.degrees latitude (g = 980.6199 gals.).
 AI8025
 AI8025.The modeled gravity was interpolated from observed gravity values.
 AI8025
 AI8025;                    North         East    Units  Estimated Accuracy
 AI8025;SPC CA 3     -   593,420.    1,893,350.      MT  (+/- 180 meters Scaled)
 AI8025
 AI8025                          SUPERSEDED SURVEY CONTROL
 AI8025
 AI8025.No superseded survey control is available for this station.
 AI8025
 AI8025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG148328(NAD 83)
 AI8025_MARKER: DB = BENCH MARK DISK
 AI8025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8025_STAMPING: 119 JD 1953 1820
 AI8025_MARK LOGO: USGS  
 AI8025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8025+STABILITY: SURFACE MOTION
 AI8025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8025+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2008
 AI8025
 AI8025  HISTORY     - Date     Condition        Report By
 AI8025  HISTORY     - 1953     MONUMENTED       USGS
 AI8025  HISTORY     - 20000802 GOOD             NGS
 AI8025  HISTORY     - 20080706 GOOD             GEOCAC
 AI8025
 AI8025                          STATION DESCRIPTION
 AI8025
 AI8025'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8025'2.3 KM (1.40 MI) NORTHEASTERLY ALONG ALUM ROCK AVENUE FROM THE
 AI8025'JUNCTION OF INTERSTATE HIGHWAY 680 IN SAN JOSE, THENCE 15.4 KM (9.55
 AI8025'MI) EASTERLY ALONG STATE HIGHWAY 130, 9.2 M (30.2 FT) NORTH OF THE
 AI8025'HIGHWAY CENTERLINE, 5.3 M (17.4 FT) NORTHEAST OF MILEPOST NUMBER
 AI8025'12.50, 4.9 M (16.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND
 AI8025'GATE, 1.6 M (5.2 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL
 AI8025'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 AI8025'GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 AI8025
 AI8025                          STATION RECOVERY (2008)
 AI8025
 AI8025'RECOVERY NOTE BY GEOCACHING 2008 (LS)
 AI8025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0435 ***********************************************************************
 FV0435  DESIGNATION -  119 USGS
 FV0435  PID         -  FV0435
 FV0435  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0435  USGS QUAD   -  OCEANO (1994)
 FV0435
 FV0435                         *CURRENT SURVEY CONTROL
 FV0435  ___________________________________________________________________
 FV0435* NAD 83(1986)-  35 07 22.     (N)    120 34 44.     (W)     SCALED    
 FV0435* NAVD 88     -        37.34   (+/-2cm)     122.5    (feet)  VERTCON   
 FV0435  ___________________________________________________________________
 FV0435  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 FV0435  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0435
 FV0435.The horizontal coordinates were scaled from a topographic map and have
 FV0435.an estimated accuracy of +/- 6 seconds.
 FV0435
 FV0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0435.The vertical order pertains to the NGVD 29 superseded value.
 FV0435
 FV0435.The geoid height was determined by GEOID03.
 FV0435
 FV0435;                    North         East    Units  Estimated Accuracy
 FV0435;SPC CA 5     -   683,020.    1,764,970.      MT  (+/- 180 meters Scaled)
 FV0435
 FV0435                          SUPERSEDED SURVEY CONTROL
 FV0435
 FV0435  NGVD 29 (??/??/92)   36.477  (m)          119.67   (f) ADJ UNCH    1 2
 FV0435
 FV0435.Superseded values are not recommended for survey control.
 FV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0435.See file dsdata.txt to determine how the superseded data were derived.
 FV0435
 FV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD206893(NAD 83)
 FV0435_MARKER: DD = SURVEY DISK
 FV0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0435_SP_SET: STEP
 FV0435_STAMPING: 119
 FV0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0435
 FV0435  HISTORY     - Date     Condition        Report By
 FV0435  HISTORY     - UNK      MONUMENTED       USGS
 FV0435  HISTORY     - 1956     GOOD             NGS
 FV0435  HISTORY     - 20000228 GOOD             USPSQD
 FV0435
 FV0435                          STATION DESCRIPTION
 FV0435
 FV0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0435'AT ARROYO GRANDE.
 FV0435'AT ARROYO GRANDE, ALONG BRANCH STREET, AT THE T JUNCTION OF
 FV0435'BRIDGE STREET, ACROSS BRANCH STREET FROM THE BANK OF AMERICA,
 FV0435'AT A TWO STORY RED BRICK BUILDING (FORMER ARROYO GRANDE BANK)
 FV0435'HOUSING A LIQUOR STORE, WESTERN UNION OFFICE AND TAXI STAND, IN
 FV0435'THE TOP OF THE TOP STEP OF THE WEST ENTRANCE, 15.4 FEET SOUTHEAST
 FV0435'OF THE SOUTHEAST CURB OF BRANCH STREET, 1 FOOT SOUTH OF THE
 FV0435'SOUTH EDGE OF THE ENTRANCE, AND 2 FEET ABOVE THE SIDEWALK.
 FV0435
 FV0435                          STATION RECOVERY (2000)
 FV0435
 FV0435'RECOVERY NOTE BY US POWER SQUADRON 2000
 FV0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0423 ***********************************************************************
 KT0423  DESIGNATION -  119 USGS
 KT0423  PID         -  KT0423
 KT0423  STATE/COUNTY-  CA/COLUSA
 KT0423  USGS QUAD   -  WILLIAMS (1994)
 KT0423
 KT0423                         *CURRENT SURVEY CONTROL
 KT0423  ___________________________________________________________________
 KT0423* NAD 83(1986)-  39 09 10.     (N)    122 13 46.     (W)     SCALED    
 KT0423* NAVD 88     -        37.03   (+/-2cm)     121.5    (feet)  VERTCON   
 KT0423  ___________________________________________________________________
 KT0423  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 KT0423  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0423
 KT0423.The horizontal coordinates were scaled from a topographic map and have
 KT0423.an estimated accuracy of +/- 6 seconds.
 KT0423
 KT0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0423.The vertical order pertains to the NGVD 29 superseded value.
 KT0423
 KT0423.The geoid height was determined by GEOID03.
 KT0423
 KT0423;                    North         East    Units  Estimated Accuracy
 KT0423;SPC CA 2     -   664,990.    1,980,170.      MT  (+/- 180 meters Scaled)
 KT0423
 KT0423                          SUPERSEDED SURVEY CONTROL
 KT0423
 KT0423  NGVD 29 (??/??/92)   36.270  (m)          119.00   (f) ADJ UNCH    1 2
 KT0423
 KT0423.Superseded values are not recommended for survey control.
 KT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0423.See file dsdata.txt to determine how the superseded data were derived.
 KT0423
 KT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ665340(NAD 83)
 KT0423_MARKER: Q = CHISELED SQUARE
 KT0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0423_SP_SET: CULVERT
 KT0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0423
 KT0423  HISTORY     - Date     Condition        Report By
 KT0423  HISTORY     - UNK      MONUMENTED       USGS
 KT0423  HISTORY     - 1949     MARK NOT FOUND   NGS
 KT0423  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0423
 KT0423                          STATION DESCRIPTION
 KT0423
 KT0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0423'4.3 MI W FROM WILLIAMS.
 KT0423'4.3 MILES WEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA COUNTY,
 KT0423'AT THE NORTHWEST CORNER OF THE INTERSECTION OF A COUNTY ROAD
 KT0423'LEADING NORTH, AT A CONCRETE CULVERT PARALLELING THE HIGHWAY,
 KT0423'AND ON THE CENTER OF THE TOP OF THE HEADWALL.
 KT0423
 KT0423                          STATION RECOVERY (1967)
 KT0423
 KT0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0922 ***********************************************************************
 GU0922  DESIGNATION -  119.53 L
 GU0922  PID         -  GU0922
 GU0922  STATE/COUNTY-  CA/FRESNO
 GU0922  USGS QUAD   -  LEVIS (1984)
 GU0922
 GU0922                         *CURRENT SURVEY CONTROL
 GU0922  ___________________________________________________________________
 GU0922* NAD 83(1986)-  36 34 35.     (N)    120 28 47.     (W)     SCALED    
 GU0922* NAVD 88     -       101.604  (meters)     333.35   (feet)  ADJUSTED  
 GU0922  ___________________________________________________________________
 GU0922  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GU0922  DYNAMIC HT  -         101.517 (meters)     333.06  (feet)  COMP
 GU0922  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GU0922
 GU0922  VERT ORDER  -  FIRST     CLASS II
 GU0922
 GU0922.The horizontal coordinates were scaled from a topographic map and have
 GU0922.an estimated accuracy of +/- 6 seconds.
 GU0922
 GU0922.The orthometric height was determined by differential leveling
 GU0922.and adjusted in June 1991.
 GU0922
 GU0922.The geoid height was determined by GEOID03.
 GU0922
 GU0922.The dynamic height is computed by dividing the NAVD 88
 GU0922.geopotential number by the normal gravity value computed on the
 GU0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0922.degrees latitude (g = 980.6199 gals.).
 GU0922
 GU0922.The modeled gravity was interpolated from observed gravity values.
 GU0922
 GU0922;                    North         East    Units  Estimated Accuracy
 GU0922;SPC CA 4     -   638,950.    1,867,570.      MT  (+/- 180 meters Scaled)
 GU0922
 GU0922                          SUPERSEDED SURVEY CONTROL
 GU0922
 GU0922  NGVD 29 (??/??/92)  100.712  (m)          330.42   (f) ADJ UNCH    1 2
 GU0922
 GU0922.Superseded values are not recommended for survey control.
 GU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0922.See file dsdata.txt to determine how the superseded data were derived.
 GU0922
 GU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF255508(NAD 83)
 GU0922_MARKER: DD = SURVEY DISK
 GU0922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0922_SP_SET: CANAL LINING
 GU0922_STAMPING: 119.53 L SG 501
 GU0922_MARK LOGO: BOR   
 GU0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0922+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0922
 GU0922  HISTORY     - Date     Condition        Report By
 GU0922  HISTORY     - UNK      MONUMENTED       BOR
 GU0922  HISTORY     - 1969     GOOD             NGS
 GU0922  HISTORY     - 1975     GOOD             NGS
 GU0922  HISTORY     - 19881206 GOOD             NGS
 GU0922
 GU0922                          STATION DESCRIPTION
 GU0922
 GU0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0922'32.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0922'32.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0922'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 32, IN THE TOP
 GU0922'OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 37.0 FEET
 GU0922'NORTHWEST OF A STEEL LADDER, 0.5 FOOT SOUTHWEST OF A WITNESS
 GU0922'POST.
 GU0922
 GU0922                          STATION RECOVERY (1975)
 GU0922
 GU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0922'RECOVERED IN GOOD CONDITION.
 GU0922
 GU0922                          STATION RECOVERY (1988)
 GU0922
 GU0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0921 ***********************************************************************
 GU0921  DESIGNATION -  119.56 L
 GU0921  PID         -  GU0921
 GU0921  STATE/COUNTY-  CA/FRESNO
 GU0921  USGS QUAD   -  LEVIS (1984)
 GU0921
 GU0921                         *CURRENT SURVEY CONTROL
 GU0921  ___________________________________________________________________
 GU0921* NAD 83(1986)-  36 34 32.     (N)    120 28 44.     (W)     SCALED    
 GU0921* NAVD 88     -        97.88   (+/-2cm)     321.1    (feet)  VERTCON   
 GU0921  ___________________________________________________________________
 GU0921  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GU0921  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0921
 GU0921.The horizontal coordinates were scaled from a topographic map and have
 GU0921.an estimated accuracy of +/- 6 seconds.
 GU0921
 GU0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0921.The vertical order pertains to the NGVD 29 superseded value.
 GU0921
 GU0921.The geoid height was determined by GEOID03.
 GU0921
 GU0921;                    North         East    Units  Estimated Accuracy
 GU0921;SPC CA 4     -   638,860.    1,867,650.      MT  (+/- 180 meters Scaled)
 GU0921
 GU0921                          SUPERSEDED SURVEY CONTROL
 GU0921
 GU0921  NGVD 29 (??/??/92)   97.029  (m)          318.34   (f) ADJ UNCH    1 1
 GU0921
 GU0921.Superseded values are not recommended for survey control.
 GU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0921.See file dsdata.txt to determine how the superseded data were derived.
 GU0921
 GU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF255507(NAD 83)
 GU0921_MARKER: DD = SURVEY DISK
 GU0921_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0921_SP_SET: HEADWALL
 GU0921_STAMPING: 119.56 L
 GU0921_MARK LOGO: BOR   
 GU0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0921+STABILITY: SURFACE MOTION
 GU0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0921+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0921
 GU0921  HISTORY     - Date     Condition        Report By
 GU0921  HISTORY     - UNK      MONUMENTED       BOR
 GU0921  HISTORY     - 1967     GOOD             NGS
 GU0921  HISTORY     - 1975     GOOD             NGS
 GU0921  HISTORY     - 19881206 GOOD             NGS
 GU0921
 GU0921                          STATION DESCRIPTION
 GU0921
 GU0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0921'32.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0921'32.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0921'DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 32, IN THE TOP
 GU0921'OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH
 GU0921'GRAVITY IRRIGATION CROSSING, 125 YARDS SOUTHEAST OF THE
 GU0921'EXTENDED CENTER LINE OF LYON AVENUE, 115 YARDS SOUTHEAST OF
 GU0921'A POWER POLE WITH A GUY WIRE, 150 FEET NORTHEAST OF THE NORTHEAST
 GU0921'EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 10 FEET
 GU0921'LOWER THAN THE NORTHEAST LEVEE ROAD.
 GU0921
 GU0921                          STATION RECOVERY (1975)
 GU0921
 GU0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0921'RECOVERED IN GOOD CONDITION.
 GU0921
 GU0921                          STATION RECOVERY (1988)
 GU0921
 GU0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0920 ***********************************************************************
 GU0920  DESIGNATION -  119.63 R USBR
 GU0920  PID         -  GU0920
 GU0920  STATE/COUNTY-  CA/FRESNO
 GU0920  USGS QUAD   -  LEVIS (1984)
 GU0920
 GU0920                         *CURRENT SURVEY CONTROL
 GU0920  ___________________________________________________________________
 GU0920* NAD 83(1986)-  36 34 30.     (N)    120 28 45.     (W)     SCALED    
 GU0920* NAVD 88     -       101.85   (+/-2cm)     334.2    (feet)  VERTCON   
 GU0920  ___________________________________________________________________
 GU0920  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GU0920  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0920
 GU0920.The horizontal coordinates were scaled from a topographic map and have
 GU0920.an estimated accuracy of +/- 6 seconds.
 GU0920
 GU0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0920.The vertical order pertains to the NGVD 29 superseded value.
 GU0920
 GU0920.The geoid height was determined by GEOID03.
 GU0920
 GU0920;                    North         East    Units  Estimated Accuracy
 GU0920;SPC CA 4     -   638,800.    1,867,620.      MT  (+/- 180 meters Scaled)
 GU0920
 GU0920                          SUPERSEDED SURVEY CONTROL
 GU0920
 GU0920  NGVD 29 (??/??/92)  100.997  (m)          331.35   (f) ADJ UNCH    1 1
 GU0920
 GU0920.Superseded values are not recommended for survey control.
 GU0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0920.See file dsdata.txt to determine how the superseded data were derived.
 GU0920
 GU0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF255506(NAD 83)
 GU0920_MARKER: DD = SURVEY DISK
 GU0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0920_SP_SET: CONCRETE TURNOUT STRUCTURE
 GU0920_STAMPING: 119.63 R
 GU0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0920
 GU0920  HISTORY     - Date     Condition        Report By
 GU0920  HISTORY     - UNK      MONUMENTED       BOR
 GU0920  HISTORY     - 1967     GOOD             NGS
 GU0920  HISTORY     - 1968     MARK NOT FOUND   NGS
 GU0920
 GU0920                          STATION DESCRIPTION
 GU0920
 GU0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0920'32.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0920'32.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0920'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 5, IN THE TOP
 GU0920'OF THE CENTER OF THE CONCRETE TURNOUT STRUCTURE ALONG THE
 GU0920'SOUTHWEST LEVEE, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU0920'SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 GU0920'OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET
 GU0920'LOWER THAN THE ROAD.
 GU0920
 GU0920                          STATION RECOVERY (1968)
 GU0920
 GU0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0827 ***********************************************************************
 DB0827  DESIGNATION -  119.793 BOR
 DB0827  PID         -  DB0827
 DB0827  STATE/COUNTY-  CA/IMPERIAL
 DB0827  USGS QUAD   -  GLAMIS NW (1979)
 DB0827
 DB0827                         *CURRENT SURVEY CONTROL
 DB0827  ___________________________________________________________________
 DB0827* NAD 83(1986)-  32 58 18.     (N)    115 11 09.     (W)     SCALED    
 DB0827* NAVD 88     -        37.223  (meters)     122.12   (feet)  READJUSTED
 DB0827  ___________________________________________________________________
 DB0827  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DB0827  DYNAMIC HT  -          37.180 (meters)     121.98  (feet)  COMP
 DB0827  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 DB0827
 DB0827  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DB0827
 DB0827.The horizontal coordinates were scaled from a topographic map and have
 DB0827.an estimated accuracy of +/- 6 seconds.
 DB0827
 DB0827.The orthometric height was determined by differential leveling
 DB0827.and adjusted in January 1995.
 DB0827.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DB0827.distribution rate greater than 8.0 mm/km.
 DB0827.The height was derived from older observations constrained to new
 DB0827.heights in a crustal motion area.  The height is approximate in
 DB0827.relation to other heights in its vicinity.
 DB0827
 DB0827.The geoid height was determined by GEOID03.
 DB0827
 DB0827.The dynamic height is computed by dividing the NAVD 88
 DB0827.geopotential number by the normal gravity value computed on the
 DB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0827.degrees latitude (g = 980.6199 gals.).
 DB0827
 DB0827.The modeled gravity was interpolated from observed gravity values.
 DB0827
 DB0827;                    North         East    Units  Estimated Accuracy
 DB0827;SPC CA 6     -   589,780.    2,099,480.      MT  (+/- 180 meters Scaled)
 DB0827
 DB0827                          SUPERSEDED SURVEY CONTROL
 DB0827
 DB0827  NGVD 29 (??/??/??)   36.482  (m)          119.69   (f) ADJUSTED    2 0
 DB0827
 DB0827.Superseded values are not recommended for survey control.
 DB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0827.See file dsdata.txt to determine how the superseded data were derived.
 DB0827
 DB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS695496(NAD 83)
 DB0827_MARKER: DD = SURVEY DISK
 DB0827_SETTING: 0 = UNSPECIFIED SETTING
 DB0827_STAMPING: 119.793
 DB0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0827
 DB0827  HISTORY     - Date     Condition        Report By
 DB0827  HISTORY     - UNK      MONUMENTED       BOR
 DB0827  HISTORY     - 1971     GOOD             NGS
 DB0827  HISTORY     - 1974     GOOD
 DB0827  HISTORY     - 1977     GOOD
 DB0827
 DB0827                          STATION DESCRIPTION
 DB0827
 DB0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0827'21.5 MI E FROM BRAWLEY.
 DB0827'FROM THE INTERSECTION OF STATE HIGHWAY 78 (MAIN ST.) AND FIRST
 DB0827'ST. IN BRAWLEY, PROCEED APPROXIMATELY 21.5 MILES E. ON STATE
 DB0827'HIGHWAY 78 TO THE BRIDGE WHERE THE HIGHWAY CROSSES THE COCHELLA
 DB0827'CANAL.  THE BENCH MARK IS SET 10 FT. FROM THE E. END OF THE
 DB0827'SOUTHERN WHEELGUARD OF THE NORTHERN MOST PART OF THE BRIDGE.
 DB0827'SECTION 35, T 13 S., R 17 E.  NOTE-- THIS POINT IS A COMMON
 DB0827'MONUMENT WITH THE LEVEL LINE RUN BY THE IMPERIAL COUNTY SURVEYS
 DB0827'AND IS THE END OF THE USBR BRL LINE.
 DB0827
 DB0827                          STATION RECOVERY (1974)
 DB0827
 DB0827'RECOVERED 1974
 DB0827'RECOVERED IN GOOD CONDITION.
 DB0827
 DB0827                          STATION RECOVERY (1977)
 DB0827
 DB0827'RECOVERED 1977
 DB0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2027 ***********************************************************************
 HS2027  DESIGNATION -  119.934
 HS2027  PID         -  HS2027
 HS2027  STATE/COUNTY-  CA/STANISLAUS
 HS2027  USGS QUAD   -  RIVERBANK (1987)
 HS2027
 HS2027                         *CURRENT SURVEY CONTROL
 HS2027  ___________________________________________________________________
 HS2027* NAD 83(1986)-  37 43 26.     (N)    120 59 41.     (W)     SCALED    
 HS2027* NAVD 88     -        37.233  (meters)     122.16   (feet)  ADJUSTED  
 HS2027  ___________________________________________________________________
 HS2027  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 HS2027  DYNAMIC HT  -          37.207 (meters)     122.07  (feet)  COMP
 HS2027  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 HS2027
 HS2027  VERT ORDER  -  FIRST     CLASS II
 HS2027
 HS2027.The horizontal coordinates were scaled from a topographic map and have
 HS2027.an estimated accuracy of +/- 6 seconds.
 HS2027
 HS2027.The orthometric height was determined by differential leveling
 HS2027.and adjusted in June 1991.
 HS2027
 HS2027.The geoid height was determined by GEOID03.
 HS2027
 HS2027.The dynamic height is computed by dividing the NAVD 88
 HS2027.geopotential number by the normal gravity value computed on the
 HS2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS2027.degrees latitude (g = 980.6199 gals.).
 HS2027
 HS2027.The modeled gravity was interpolated from observed gravity values.
 HS2027
 HS2027;                    North         East    Units  Estimated Accuracy
 HS2027;SPC CA 3     -   635,940.    1,956,390.      MT  (+/- 180 meters Scaled)
 HS2027
 HS2027                          SUPERSEDED SURVEY CONTROL
 HS2027
 HS2027  NGVD 29 (??/??/??)   36.50   (m)          119.8    (f) RESET       3  
 HS2027
 HS2027.Superseded values are not recommended for survey control.
 HS2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2027.See file dsdata.txt to determine how the superseded data were derived.
 HS2027
 HS2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG767770(NAD 83)
 HS2027_MARKER: Z = SEE DESCRIPTION
 HS2027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS2027_SP_SET: HEADWALL
 HS2027_STAMPING: B.M. ELEV. 119.934
 HS2027_MARK LOGO: NONE  
 HS2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2027+STABILITY: SURFACE MOTION
 HS2027
 HS2027  HISTORY     - Date     Condition        Report By
 HS2027  HISTORY     - UNK      MONUMENTED       RBNF
 HS2027  HISTORY     - 1946     GOOD             NGS
 HS2027  HISTORY     - 1963     GOOD             NGS
 HS2027  HISTORY     - 1986     GOOD             NGS
 HS2027  HISTORY     - 1987     GOOD             USPSQD
 HS2027
 HS2027                          STATION DESCRIPTION
 HS2027
 HS2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HS2027'3.6 MI W FROM RIVERBANK.
 HS2027'3.6 MILES WEST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE
 HS2027'VIADUCT OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AT
 HS2027'RIVERBANK, AT THE SOUTH SIDE OF THE MAIN IRRIGATION CANAL,
 HS2027'ABOUT 40 FEET EAST OF THE NORTHEAST CORNER OF HIGHWAY BRIDGE
 HS2027'NO. 38-14, A 1 1/2 BY 2 INCH BRASS PLATE WITH RAISED CENTER SET
 HS2027'IN THE TOP OF A CONCRETE IRRIGATION DROP AND WEIR, AND ABOUT LEVEL
 HS2027'WITH THE HIGHWAY.
 HS2027
 HS2027                          STATION RECOVERY (1963)
 HS2027
 HS2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS2027'RECOVERED IN GOOD CONDITION.
 HS2027
 HS2027                          STATION RECOVERY (1986)
 HS2027
 HS2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM (3.82
 HS2027'MI) WEST ALONG STATE HIGHWAY 108 FROM THE BRIDGE OVER THE ATCHISON
 HS2027'TOPEKA AND SANTA FE RAILROAD IN RIVERBANK, IN TOP AND 3.4 METERS
 HS2027'(11.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 HS2027'THE BRIDGE OVER THE MODESTO MAIN CANAL, ALSO 9.2 KM (5.7 MI) EAST OF
 HS2027'SALIDA, 17.1 METERS (56.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HS2027'NOTE--THE MARK IS A 1-1/2-BY 2-INCH RECTANGULAR BRASS PLATE WITH A
 HS2027'RAISED CENTER AND NO CASTING.
 HS2027'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HS2027
 HS2027                          STATION RECOVERY (1987)
 HS2027
 HS2027'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI7589 ***********************************************************************
 AI7589  DESIGNATION -  1190
 AI7589  PID         -  AI7589
 AI7589  STATE/COUNTY-  CA/SAN JOAQUIN
 AI7589  USGS QUAD   -  TRACY (1981)
 AI7589
 AI7589                         *CURRENT SURVEY CONTROL
 AI7589  ___________________________________________________________________
 AI7589* NAD 83(1986)-  37 43 00.     (N)    121 26 05.     (W)     SCALED    
 AI7589* NAVD 88     -        27.456  (meters)      90.08   (feet)  ADJUSTED  
 AI7589  ___________________________________________________________________
 AI7589  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AI7589  DYNAMIC HT  -          27.436 (meters)      90.01  (feet)  COMP
 AI7589  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 AI7589
 AI7589  VERT ORDER  -  FIRST     CLASS II
 AI7589
 AI7589.The horizontal coordinates were scaled from a topographic map and have
 AI7589.an estimated accuracy of +/- 6 seconds.
 AI7589
 AI7589.The orthometric height was determined by differential leveling
 AI7589.and adjusted in July 2002.
 AI7589.No vertical observational check was made to the station.
 AI7589
 AI7589.The geoid height was determined by GEOID03.
 AI7589
 AI7589.The dynamic height is computed by dividing the NAVD 88
 AI7589.geopotential number by the normal gravity value computed on the
 AI7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7589.degrees latitude (g = 980.6199 gals.).
 AI7589
 AI7589.The modeled gravity was interpolated from observed gravity values.
 AI7589
 AI7589;                    North         East    Units  Estimated Accuracy
 AI7589;SPC CA 3     -   635,440.    1,917,590.      MT  (+/- 180 meters Scaled)
 AI7589
 AI7589                          SUPERSEDED SURVEY CONTROL
 AI7589
 AI7589.No superseded survey control is available for this station.
 AI7589
 AI7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG379755(NAD 83)
 AI7589_MARKER: DD = SURVEY DISK
 AI7589_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AI7589_STAMPING: 1190 RCE 23270
 AI7589_MARK LOGO: NONE  
 AI7589_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI7589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7589+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2000
 AI7589
 AI7589  HISTORY     - Date     Condition        Report By
 AI7589  HISTORY     - UNK      MONUMENTED       RBNF
 AI7589  HISTORY     - 20000623 GOOD             NGS
 AI7589
 AI7589                          STATION DESCRIPTION
 AI7589
 AI7589'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI7589'IN TRACY, AT THE INTERSECTION OF TRACY BOULEVARD AND PETRIG STREET,
 AI7589'8.5 M (27.9 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AI7589'BOULEVARD, 4.5 M (14.8 FT) NORTH OF THE EXTENDED CENTER OF THE
 AI7589'WESTBOUND LANE OF THE STREET, 4.5 M (14.8 FT) SOUTH OF THE EXTENDED
 AI7589'CENTER OF THE EASTBOUND LANE OF THE STREET, 3.8 M (12.5 FT) WEST OF
 AI7589'THE CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD, AND 0.3 M
 AI7589'(1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE
 AI7589'MONUMENT IS THROUGH A 12-INCH METAL ACCESS COVER CAST MONUMENT.  THE
 AI7589'MONUMENT IS ON THE BOULEVARD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9284 ***********************************************************************
 JT9284  DESIGNATION -  1190 B
 JT9284  PID         -  JT9284
 JT9284  STATE/COUNTY-  CA/NAPA
 JT9284  USGS QUAD   -  NAPA (1980)
 JT9284
 JT9284                         *CURRENT SURVEY CONTROL
 JT9284  ___________________________________________________________________
 JT9284* NAD 83(1986)-  38 17 54.     (N)    122 17 16.     (W)     SCALED    
 JT9284* NAVD 88     -         6.08   (+/-2cm)      19.9    (feet)  VERTCON   
 JT9284  ___________________________________________________________________
 JT9284  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9284  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9284
 JT9284.The horizontal coordinates were scaled from a topographic map and have
 JT9284.an estimated accuracy of +/- 6 seconds.
 JT9284
 JT9284.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9284.The vertical order pertains to the NGVD 29 superseded value.
 JT9284
 JT9284.The geoid height was determined by GEOID03.
 JT9284
 JT9284;                    North         East    Units  Estimated Accuracy
 JT9284;SPC CA 2     -   570,160.    1,974,830.      MT  (+/- 180 meters Scaled)
 JT9284
 JT9284                          SUPERSEDED SURVEY CONTROL
 JT9284
 JT9284  NGVD 29 (??/??/92)    5.301  (m)           17.39   (f) ADJ UNCH    2 2
 JT9284
 JT9284.Superseded values are not recommended for survey control.
 JT9284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9284.See file dsdata.txt to determine how the superseded data were derived.
 JT9284
 JT9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622391(NAD 83)
 JT9284_MARKER: B = BOLT
 JT9284_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT9284_SP_SET: CURB
 JT9284_MARK LOGO: NONE  
 JT9284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9284
 JT9284  HISTORY     - Date     Condition        Report By
 JT9284  HISTORY     - 1971     MONUMENTED       CA2330
 JT9284
 JT9284                          STATION DESCRIPTION
 JT9284
 JT9284'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9284'ALONG FIRST STREET, 150 FT (45.7 M) EAST OF COOMBS STREET, ON SOUTH
 JT9284'SIDE, A CARRIAGE BOLT IN CURB (NO. 1).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9285 ***********************************************************************
 JT9285  DESIGNATION -  1190 C
 JT9285  PID         -  JT9285
 JT9285  STATE/COUNTY-  CA/NAPA
 JT9285  USGS QUAD   -  NAPA (1980)
 JT9285
 JT9285                         *CURRENT SURVEY CONTROL
 JT9285  ___________________________________________________________________
 JT9285* NAD 83(1986)-  38 17 54.     (N)    122 17 10.     (W)     SCALED    
 JT9285* NAVD 88     -         6.23   (+/-2cm)      20.4    (feet)  VERTCON   
 JT9285  ___________________________________________________________________
 JT9285  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9285  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9285
 JT9285.The horizontal coordinates were scaled from a topographic map and have
 JT9285.an estimated accuracy of +/- 6 seconds.
 JT9285
 JT9285.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9285.The vertical order pertains to the NGVD 29 superseded value.
 JT9285
 JT9285.The geoid height was determined by GEOID03.
 JT9285
 JT9285;                    North         East    Units  Estimated Accuracy
 JT9285;SPC CA 2     -   570,160.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9285
 JT9285                          SUPERSEDED SURVEY CONTROL
 JT9285
 JT9285  NGVD 29 (??/??/92)    5.450  (m)           17.88   (f) ADJ UNCH    2 2
 JT9285
 JT9285.Superseded values are not recommended for survey control.
 JT9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9285.See file dsdata.txt to determine how the superseded data were derived.
 JT9285
 JT9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624391(NAD 83)
 JT9285_MARKER: B = BOLT
 JT9285_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT9285_SP_SET: CURB
 JT9285_MARK LOGO: NONE  
 JT9285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9285
 JT9285  HISTORY     - Date     Condition        Report By
 JT9285  HISTORY     - 1971     MONUMENTED       CA2330
 JT9285
 JT9285                          STATION DESCRIPTION
 JT9285
 JT9285'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9285'AT FIRST AND BROWN STREETS, IN SOUTHWEST CORNER ON CURB, A CARRIAGE
 JT9285'BOLT (NO. 2).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1104 ***********************************************************************
 JS1104  DESIGNATION -  1190.44 USE
 JS1104  PID         -  JS1104
 JS1104  STATE/COUNTY-  CA/SACRAMENTO
 JS1104  USGS QUAD   -  BRUCEVILLE (1980)
 JS1104
 JS1104                         *CURRENT SURVEY CONTROL
 JS1104  ___________________________________________________________________
 JS1104* NAD 83(1986)-  38 15 56.     (N)    121 29 52.     (W)     SCALED    
 JS1104* NAVD 88     -         6.33   (+/-2cm)      20.8    (feet)  VERTCON   
 JS1104  ___________________________________________________________________
 JS1104  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JS1104  VERT ORDER  -  THIRD (See Below)
 JS1104
 JS1104.The horizontal coordinates were scaled from a topographic map and have
 JS1104.an estimated accuracy of +/- 6 seconds.
 JS1104
 JS1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1104.The vertical order pertains to the NGVD 29 superseded value.
 JS1104
 JS1104.The geoid height was determined by GEOID03.
 JS1104
 JS1104;                    North         East    Units  Estimated Accuracy
 JS1104;SPC CA 2     -   566,600.    2,043,950.      MT  (+/- 180 meters Scaled)
 JS1104
 JS1104                          SUPERSEDED SURVEY CONTROL
 JS1104
 JS1104  NGVD 29 (??/??/??)    5.60   (m)           18.4    (f) RESET       3  
 JS1104
 JS1104.Superseded values are not recommended for survey control.
 JS1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1104.See file dsdata.txt to determine how the superseded data were derived.
 JS1104
 JS1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH314363(NAD 83)
 JS1104_MARKER: B = BOLT
 JS1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1104_SP_SET: PIER
 JS1104_STAMPING: B M 1190.44
 JS1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1104
 JS1104  HISTORY     - Date     Condition        Report By
 JS1104  HISTORY     - UNK      MONUMENTED       DOD
 JS1104  HISTORY     - 1951     GOOD             NGS
 JS1104  HISTORY     - 1967     GOOD             NGS
 JS1104
 JS1104                          STATION DESCRIPTION
 JS1104
 JS1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1104'1.9 MI NE FROM WALNUT GROVE.
 JS1104'1.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS1104'FROM THE STATION AT WALNUT GROVE, IN THE TOP OF THE SOUTHEAST
 JS1104'SIDE OF THE SOUTHEAST PIER OF BRIDGE 111.42 OVER SNODGRASS
 JS1104'SLOUGH, 25.4 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACKS,
 JS1104'1.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A STEEL PLATE, 0.7
 JS1104'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE PIER, AND 0.7 FOOT
 JS1104'NORTH OF A RECTANGULAR STEEL PLATE WHICH IS STAMPED B M 1190.44.
 JS1104
 JS1104                          STATION RECOVERY (1967)
 JS1104
 JS1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9286 ***********************************************************************
 JT9286  DESIGNATION -  1191
 JT9286  PID         -  JT9286
 JT9286  STATE/COUNTY-  CA/NAPA
 JT9286  USGS QUAD   -  NAPA (1980)
 JT9286
 JT9286                         *CURRENT SURVEY CONTROL
 JT9286  ___________________________________________________________________
 JT9286* NAD 83(1986)-  38 17 54.     (N)    122 17 16.     (W)     SCALED    
 JT9286* NAVD 88     -         7.14   (+/-2cm)      23.4    (feet)  VERTCON   
 JT9286  ___________________________________________________________________
 JT9286  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9286  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9286
 JT9286.The horizontal coordinates were scaled from a topographic map and have
 JT9286.an estimated accuracy of +/- 6 seconds.
 JT9286
 JT9286.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9286.The vertical order pertains to the NGVD 29 superseded value.
 JT9286
 JT9286.The geoid height was determined by GEOID03.
 JT9286
 JT9286;                    North         East    Units  Estimated Accuracy
 JT9286;SPC CA 2     -   570,160.    1,974,830.      MT  (+/- 180 meters Scaled)
 JT9286
 JT9286                          SUPERSEDED SURVEY CONTROL
 JT9286
 JT9286  NGVD 29 (??/??/92)    6.366  (m)           20.89   (f) ADJ UNCH    2 2
 JT9286
 JT9286.Superseded values are not recommended for survey control.
 JT9286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9286.See file dsdata.txt to determine how the superseded data were derived.
 JT9286
 JT9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622391(NAD 83)
 JT9286_MARKER: B = BOLT
 JT9286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT9286_SP_SET: CURB
 JT9286_MARK LOGO: NONE  
 JT9286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9286
 JT9286  HISTORY     - Date     Condition        Report By
 JT9286  HISTORY     - 1971     MONUMENTED       CA2330
 JT9286
 JT9286                          STATION DESCRIPTION
 JT9286
 JT9286'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9286'AT FIRST AND FRANKLIN, A BRASS BOLT IN SOUTHWEST CORNER ON CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0646 ***********************************************************************
 KT0646  DESIGNATION -  1193 USGS
 KT0646  PID         -  KT0646
 KT0646  STATE/COUNTY-  CA/LAKE
 KT0646  USGS QUAD   -  BENMORE CANYON (1989)
 KT0646
 KT0646                         *CURRENT SURVEY CONTROL
 KT0646  ___________________________________________________________________
 KT0646* NAD 83(1986)-  39 00 17.     (N)    122 30 25.     (W)     SCALED    
 KT0646* NAVD 88     -       364.62   (+/-2cm)    1196.3    (feet)  VERTCON   
 KT0646  ___________________________________________________________________
 KT0646  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 KT0646  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0646
 KT0646.The horizontal coordinates were scaled from a topographic map and have
 KT0646.an estimated accuracy of +/- 6 seconds.
 KT0646
 KT0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0646.The vertical order pertains to the NGVD 29 superseded value.
 KT0646
 KT0646.The geoid height was determined by GEOID03.
 KT0646
 KT0646;                    North         East    Units  Estimated Accuracy
 KT0646;SPC CA 2     -   648,650.    1,956,090.      MT  (+/- 180 meters Scaled)
 KT0646
 KT0646                          SUPERSEDED SURVEY CONTROL
 KT0646
 KT0646  NGVD 29 (??/??/92)  363.773  (m)         1193.48   (f) ADJ UNCH    1 2
 KT0646
 KT0646.Superseded values are not recommended for survey control.
 KT0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0646.See file dsdata.txt to determine how the superseded data were derived.
 KT0646
 KT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ426174(NAD 83)
 KT0646_MARKER: Q = CHISELED SQUARE
 KT0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0646_SP_SET: CULVERT
 KT0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0646
 KT0646  HISTORY     - Date     Condition        Report By
 KT0646  HISTORY     - UNK      MONUMENTED       USGS
 KT0646  HISTORY     - 1967     GOOD             NGS
 KT0646
 KT0646                          STATION DESCRIPTION
 KT0646
 KT0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0646'11 MI E FROM CLEARLAKE OAKS.
 KT0646'11.05 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0646'CLEARLAKE OAKS, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 KT0646'HEAD WALL OF DOUBLE 48-INCH PIPE CULVERTS 39.23, 14 FEET SOUTH OF
 KT0646'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN
 KT0646'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0951 ***********************************************************************
 HS0951  DESIGNATION -  1195
 HS0951  PID         -  HS0951
 HS0951  STATE/COUNTY-  CA/TUOLUMNE
 HS0951  USGS QUAD   -  MOCCASIN (1987)
 HS0951
 HS0951                         *CURRENT SURVEY CONTROL
 HS0951  ___________________________________________________________________
 HS0951* NAD 83(1986)-  37 48 40.     (N)    120 17 42.     (W)     SCALED    
 HS0951* NAVD 88     -       365.88   (+/-2cm)    1200.4    (feet)  VERTCON   
 HS0951  ___________________________________________________________________
 HS0951  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HS0951  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0951
 HS0951.The horizontal coordinates were scaled from a topographic map and have
 HS0951.an estimated accuracy of +/- 6 seconds.
 HS0951
 HS0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0951.The vertical order pertains to the NGVD 29 superseded value.
 HS0951
 HS0951.The geoid height was determined by GEOID03.
 HS0951
 HS0951;                    North         East    Units  Estimated Accuracy
 HS0951;SPC CA 3     -   645,530.    2,018,050.      MT  (+/- 180 meters Scaled)
 HS0951
 HS0951                          SUPERSEDED SURVEY CONTROL
 HS0951
 HS0951  NGVD 29 (??/??/92)  365.136  (m)         1197.95   (f) ADJ UNCH    1 2
 HS0951
 HS0951.Superseded values are not recommended for survey control.
 HS0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0951.See file dsdata.txt to determine how the superseded data were derived.
 HS0951
 HS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG381883(NAD 83)
 HS0951_MARKER: DD = SURVEY DISK
 HS0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0951_SP_SET: ANCHOR BLOCK
 HS0951_STAMPING: 1198 778
 HS0951_MARK LOGO: CA3290
 HS0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0951
 HS0951  HISTORY     - Date     Condition        Report By
 HS0951  HISTORY     - UNK      MONUMENTED       CA3290
 HS0951  HISTORY     - 1956     GOOD             CGS
 HS0951
 HS0951                          STATION DESCRIPTION
 HS0951
 HS0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0951'0.2 MI E FROM MOCCASIN.
 HS0951'0.28 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0951'THE POWERHOUSE AT MOCCASIN, AT A BEND IN THE PENSTOCK, IN THE
 HS0951'TOP OF THE NORTH CORNER OF THE FOURTH CONCRETE ANCHOR BLOCK
 HS0951'EAST OF THE POWERHOUSE, AND ABOUT 8 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1397 ***********************************************************************
 FU1397  DESIGNATION -  1197 USGS
 FU1397  PID         -  FU1397
 FU1397  STATE/COUNTY-  CA/KERN
 FU1397  USGS QUAD   -  FELLOWS (1973)
 FU1397
 FU1397                         *CURRENT SURVEY CONTROL
 FU1397  ___________________________________________________________________
 FU1397* NAD 83(2007)-  35 11 14.68575(N)    119 32 09.90325(W)     ADJUSTED  
 FU1397* NAVD 88     -       365.005  (meters)    1197.52   (feet)  ADJUSTED  
 FU1397  ___________________________________________________________________
 FU1397  EPOCH DATE  -        2007.00
 FU1397  X           -  -2,572,692.340 (meters)                     COMP
 FU1397  Y           -  -4,540,543.766 (meters)                     COMP
 FU1397  Z           -   3,655,069.751 (meters)                     COMP
 FU1397  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 FU1397  ELLIP HEIGHT-         330.708 (meters)          (02/10/07) ADJUSTED
 FU1397  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FU1397  DYNAMIC HT  -         364.628 (meters)    1196.28  (feet)  COMP
 FU1397
 FU1397  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FU1397  Type    PID    Designation                      North   East  Ellip
 FU1397  -------------------------------------------------------------------
 FU1397  NETWORK FU1397 1197 USGS                         0.51   1.00   4.25
 FU1397  -------------------------------------------------------------------
 FU1397  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 FU1397
 FU1397  VERT ORDER  -  FIRST     CLASS I
 FU1397
 FU1397.The horizontal coordinates were established by GPS observations
 FU1397.and adjusted by the National Geodetic Survey in February 2007.
 FU1397
 FU1397.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FU1397.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FU1397.The horizontal coordinates are valid at the epoch date displayed above.
 FU1397.The epoch date for horizontal control is a decimal equivalence
 FU1397.of Year/Month/Day.
 FU1397
 FU1397.The orthometric height was determined by differential leveling
 FU1397.and adjusted in June 1991.
 FU1397.WARNING-GPS observations at this control monument resulted in a GPS
 FU1397.derived orthometric height which differed from the leveled height by
 FU1397.more than one decimeter (0.1 meter).
 FU1397
 FU1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FU1397
 FU1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU1397
 FU1397.The ellipsoidal height was determined by GPS observations
 FU1397.and is referenced to NAD 83.
 FU1397
 FU1397.The geoid height was determined by GEOID03.
 FU1397
 FU1397.The dynamic height is computed by dividing the NAVD 88
 FU1397.geopotential number by the normal gravity value computed on the
 FU1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU1397.degrees latitude (g = 980.6199 gals.).
 FU1397
 FU1397.The modeled gravity was interpolated from observed gravity values.
 FU1397
 FU1397;                    North         East     Units Scale Factor Converg.
 FU1397;SPC CA 5     -   688,248.159 1,860,106.449   MT  0.99995105   -0 52 32.1
 FU1397;SPC CA 5     - 2,258,027.50  6,102,699.24   sFT  0.99995105   -0 52 32.1
 FU1397;UTM  11      - 3,896,772.860   269,081.473   MT  1.00025721   -1 27 43.5
 FU1397
 FU1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FU1397!SPC CA 5     -   0.99994809  x   0.99995105  =   0.99989915
 FU1397!UTM  11      -   0.99994809  x   1.00025721  =   1.00020529
 FU1397
 FU1397                          SUPERSEDED SURVEY CONTROL
 FU1397
 FU1397  NAD 83(1992)-  35 11 14.67489(N)    119 32 09.89066(W) AD(1991.35) 1
 FU1397  ELLIP H (01/22/97)  330.813  (m)                       GP(1991.35) 4 2
 FU1397  NGVD 29 (??/??/92)  364.180  (m)         1194.81   (f) ADJ UNCH    1 1
 FU1397
 FU1397.Superseded values are not recommended for survey control.
 FU1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1397.See file dsdata.txt to determine how the superseded data were derived.
 FU1397
 FU1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU6908196773(NAD 83)
 FU1397_MARKER: DB = BENCH MARK DISK
 FU1397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1397_STAMPING: 1197 FEET DATUM B 1908 BM 35
 FU1397_MARK LOGO: USGS  
 FU1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 FU1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU1397+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996
 FU1397
 FU1397  HISTORY     - Date     Condition        Report By
 FU1397  HISTORY     - 1908     MONUMENTED       USGS
 FU1397  HISTORY     - 1957     GOOD             NGS
 FU1397  HISTORY     - 1970     GOOD             NGS
 FU1397  HISTORY     - 1977     GOOD             NGS
 FU1397  HISTORY     - 19940601 GOOD             CADT
 FU1397  HISTORY     - 19960108 GOOD             USPSQD
 FU1397  HISTORY     - 19960327 GOOD             CADT
 FU1397
 FU1397                          STATION DESCRIPTION
 FU1397
 FU1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1397'5.6 MI NW FROM TAFT.
 FU1397'0.1 MILE NORTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT
 FU1397'TAFT, THENCE 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 33, IN
 FU1397'R23E T31S S32, 157.3 FEET WEST OF THE CENTER OF THE TOP OF THE
 FU1397'SOUTH END OF 18-INCH CORRUGATED METAL PIPE CULVERT B-0.69, 156
 FU1397'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 118 1/2 FEET
 FU1397'SOUTH OF TELEPHONE POLE KMT MIC 5/21, 44.0 FEET EAST OF AN
 FU1397'8-INCH NORTH-SOUTH PIPE LINE, 5.5 FEET EAST OF B.M. 1/4 S 31 32
 FU1397'(BLM  ), 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 FU1397'HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 FU1397'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FU1397
 FU1397                          STATION RECOVERY (1970)
 FU1397
 FU1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1397'RECOVERED IN GOOD CONDITION.
 FU1397
 FU1397                          STATION RECOVERY (1977)
 FU1397
 FU1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU1397'FIFTH STREET SHOULD BE FOURTH STREET.
 FU1397
 FU1397                          STATION RECOVERY (1994)
 FU1397
 FU1397'RECOVERY NOTE BY CALTRANS 1994 (RGD)
 FU1397'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 FU1397'STATION IS LOCATED ON THE SOUTHWEST SIDE OF STATE HIGHWAY 33, ABOUT 30
 FU1397'MI (48.3 KM) SOUTHWEST OF BAKERSFIELD AND 5 MI (8.0 KM) NORTHWEST OF
 FU1397'TAFT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5
 FU1397'AND STATE HIGHWAY 119, ABOUT 13 MI (20.9 KM) SOUTHWEST OF BAKERSFIELD,
 FU1397'GO WEST ON HIGHWAY 119 FOR 1.6 MI (2.6 KM) TO THE JUNCTION WITH STATE
 FU1397'HIGHWAY 43.  CONTINUE WEST AND SOUTHWEST ON HIGHWAY 119 FOR 7.4 MI
 FU1397'(11.9 KM) TO A SIDE ROAD LEFT, GOLF COURSE ROAD.  CONTINUE SOUTHWEST
 FU1397'ON HIGHWAY 119 FOR 6.0 MI (9.7 KM) TO A SIDE ROAD RIGHT, MIDWAY ROAD.
 FU1397'TURN RIGHT AND GO WEST ON MIDWAY ROAD FOR 4.2 MI (6.8 KM) TO THE
 FU1397'INTERSECTION WITH STATE HIGHWAY 33.  TURN RIGHT AND GO NORTH ON
 FU1397'HIGHWAY 33 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT AT POST MILE
 FU1397'24.2.  THE STATION IS A USGS BENCH MARK CAP RIVETED TO THE TOP OF A
 FU1397'3.5 INCH IRON PIPE, 157 FT (47.9 M) SOUTHWEST OF THE CENTERLINE OF
 FU1397'HIGHWAY 33, 146.7 FT (44.7 M) WEST OF THE NORTHWEST CORNER OF A WOODEN
 FU1397'VALVE BOX, 140.2 FT (42.7 M) SOUTH OF THE SOUTHWEST CORNER OF A 6 FT
 FU1397'(1.8 M) HIGH CHAIN LINK FENCE AROUND A VALVE ASSEMBLY, 5.6 FT (1.7 M)
 FU1397'EAST OF A 4 INCH PIPE WITH CAP STAMPED 1/4S 31 32 L G B MAC D, 1.4 FT
 FU1397'(0.4 M) SOUTHWEST OF A METAL WITNESS POST, 1.3 FT (0.4 M) NORTHEAST OF
 FU1397'A FIBERGLASS WITNESS POST, ABOUT 1.5 FT (0.5 M) HIGHER THAN HIGHWAY 33
 FU1397'AND PROJECTS ABOUT 0.5 FT (0.2 M) ABOVE GROUND.  THE STATION WAS
 FU1397'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
 FU1397
 FU1397                          STATION RECOVERY (1996)
 FU1397
 FU1397'RECOVERY NOTE BY US POWER SQUADRON 1996
 FU1397'RECOVERED IN GOOD CONDITION.
 FU1397
 FU1397                          STATION RECOVERY (1996)
 FU1397
 FU1397'RECOVERY NOTE BY CALTRANS 1996 (RGD)
 FU1397'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0701 ***********************************************************************
 DX0701  DESIGNATION -  12
 DX0701  PID         -  DX0701
 DX0701  STATE/COUNTY-  CA/RIVERSIDE
 DX0701  USGS QUAD   -  INDIO (1972)
 DX0701
 DX0701                         *CURRENT SURVEY CONTROL
 DX0701  ___________________________________________________________________
 DX0701* NAD 83(1986)-  33 43 47.     (N)    116 14 03.     (W)     SCALED    
 DX0701* NAVD 88     -         1.739  (meters)       5.71   (feet)  ADJUSTED  
 DX0701  ___________________________________________________________________
 DX0701  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DX0701  DYNAMIC HT  -           1.737 (meters)       5.70  (feet)  COMP
 DX0701  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DX0701
 DX0701  VERT ORDER  -  FIRST     CLASS I
 DX0701
 DX0701.The horizontal coordinates were scaled from a topographic map and have
 DX0701.an estimated accuracy of +/- 6 seconds.
 DX0701
 DX0701.The orthometric height was determined by differential leveling
 DX0701.and adjusted in June 1991.
 DX0701.WARNING-Repeat measurements at this control monument indicate possible
 DX0701.vertical movement.
 DX0701
 DX0701.The geoid height was determined by GEOID03.
 DX0701
 DX0701.The dynamic height is computed by dividing the NAVD 88
 DX0701.geopotential number by the normal gravity value computed on the
 DX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0701.degrees latitude (g = 980.6199 gals.).
 DX0701
 DX0701.The modeled gravity was interpolated from observed gravity values.
 DX0701
 DX0701;                    North         East    Units  Estimated Accuracy
 DX0701;SPC CA 6     -   673,350.    2,001,470.      MT  (+/- 180 meters Scaled)
 DX0701
 DX0701                          SUPERSEDED SURVEY CONTROL
 DX0701
 DX0701  NGVD 29 (??/??/92)    1.075  (m)            3.53   (f) ADJ UNCH    1 1
 DX0701
 DX0701.Superseded values are not recommended for survey control.
 DX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0701.See file dsdata.txt to determine how the superseded data were derived.
 DX0701
 DX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT709324(NAD 83)
 DX0701_MARKER: DD = SURVEY DISK
 DX0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0701_SP_SET: CONCRETE POST
 DX0701_STAMPING: 12
 DX0701_MARK LOGO: CADH  
 DX0701_PROJECTION: FLUSH
 DX0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0701+STABILITY: SURFACE MOTION
 DX0701
 DX0701  HISTORY     - Date     Condition        Report By
 DX0701  HISTORY     - UNK      MONUMENTED       CADH
 DX0701  HISTORY     - 1955     GOOD             NGS
 DX0701  HISTORY     - 1968     GOOD             CA-065
 DX0701  HISTORY     - 1978     GOOD             NGS
 DX0701  HISTORY     - 1988     GOOD             NGS
 DX0701
 DX0701                          STATION DESCRIPTION
 DX0701
 DX0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0701'1.2 MI NW FROM INDIO.
 DX0701'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0701'PACIFIC COMPANY RAILROAD STATION AT INDIO, IN THE APPROXIMATE
 DX0701'CENTER OF THE TRAFFIC ISLAND DIVIDING THE HIGHWAY, 0.05 MILE
 DX0701'WEST OF THE INTERSECTION OF MONROE STREET, 8.7 FEET SOUTHWEST OF
 DX0701'THE SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE, 8.6 FEET
 DX0701'NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE,
 DX0701'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DX0701'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DX0701
 DX0701                          STATION RECOVERY (1968)
 DX0701
 DX0701'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0701'RECOVERED IN GOOD CONDITION.
 DX0701
 DX0701                          STATION RECOVERY (1978)
 DX0701
 DX0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0701'U.S. 99 IS STATE HIGHWAY 86.
 DX0701
 DX0701                          STATION RECOVERY (1988)
 DX0701
 DX0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0701'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.9 KM (1.80
 DX0701'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0701'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, 0.1 KM (0.05
 DX0701'MI) NORTHWEST OF THE INTERSECTION OF MONROE STREET, IN THE AVENUE
 DX0701'MEDIAN, 2.6 M (8.5 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE MEDIAN,
 DX0701'2.6 M (8.5 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN.
 DX0701'THE MARK IS 0.2 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0901 ***********************************************************************
 HR0901  DESIGNATION -  12
 HR0901  PID         -  HR0901
 HR0901  STATE/COUNTY-  CA/TUOLUMNE
 HR0901  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0901
 HR0901                         *CURRENT SURVEY CONTROL
 HR0901  ___________________________________________________________________
 HR0901* NAD 83(1986)-  37 52 29.     (N)    119 53 32.     (W)     SCALED    
 HR0901* NAVD 88     -      1298.34   (+/-2cm)    4259.6    (feet)  VERTCON   
 HR0901  ___________________________________________________________________
 HR0901  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 HR0901  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0901
 HR0901.The horizontal coordinates were scaled from a topographic map and have
 HR0901.an estimated accuracy of +/- 6 seconds.
 HR0901
 HR0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0901.The vertical order pertains to the NGVD 29 superseded value.
 HR0901
 HR0901.The geoid height was determined by GEOID03.
 HR0901
 HR0901;                    North         East    Units  Estimated Accuracy
 HR0901;SPC CA 3     -   652,740.    2,053,470.      MT  (+/- 180 meters Scaled)
 HR0901
 HR0901                          SUPERSEDED SURVEY CONTROL
 HR0901
 HR0901  NGVD 29 (??/??/92) 1297.440  (m)         4256.68   (f) ADJ UNCH    1 2
 HR0901
 HR0901.Superseded values are not recommended for survey control.
 HR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0901.See file dsdata.txt to determine how the superseded data were derived.
 HR0901
 HR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB456958(NAD 83)
 HR0901_MARKER: DD = SURVEY DISK
 HR0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0901_STAMPING: 12
 HR0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0901+STABILITY: SURFACE MOTION
 HR0901
 HR0901  HISTORY     - Date     Condition        Report By
 HR0901  HISTORY     - UNK      MONUMENTED       HHWS
 HR0901  HISTORY     - 1956     GOOD             NGS
 HR0901  HISTORY     - 19861022 GOOD             USPSQD
 HR0901
 HR0901                          STATION DESCRIPTION
 HR0901
 HR0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0901'2.1 MI W FROM MATHER.
 HR0901'2.1 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0901'MATHER, AT A SHALLOW CUT, ON THE OUTSIDE OF A CURVE, AT A
 HR0901'POINT WHERE A TRACK ROAD PARALLELS THE MATHER ROAD, 114 1/2
 HR0901'FEET EAST OF THE APPROXIMATE CENTER OF AN INTERSECTION, 16 FEET
 HR0901'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 14 FEET SOUTH OF
 HR0901'THE CENTER LINE OF THE MATHER ROAD, 1.2 FEET WEST OF A WITNESS
 HR0901'POST, ABOUT 1 1/2 FEET HIGHER THAN THE MATHER ROAD, AND SET IN
 HR0901'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HR0901
 HR0901                          STATION RECOVERY (1986)
 HR0901
 HR0901'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0304 ***********************************************************************
 JT0304  DESIGNATION -  12
 JT0304  PID         -  JT0304
 JT0304  STATE/COUNTY-  CA/SOLANO
 JT0304  USGS QUAD   -  MARE ISLAND (1980)
 JT0304
 JT0304                         *CURRENT SURVEY CONTROL
 JT0304  ___________________________________________________________________
 JT0304* NAD 83(1986)-  38 06 10.     (N)    122 16 16.     (W)     SCALED    
 JT0304* NAVD 88     -         3.70   (+/-2cm)      12.1    (feet)  VERTCON   
 JT0304  ___________________________________________________________________
 JT0304  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JT0304  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0304
 JT0304.The horizontal coordinates were scaled from a topographic map and have
 JT0304.an estimated accuracy of +/- 6 seconds.
 JT0304
 JT0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0304.The vertical order pertains to the NGVD 29 superseded value.
 JT0304
 JT0304.The geoid height was determined by GEOID03.
 JT0304
 JT0304;                    North         East    Units  Estimated Accuracy
 JT0304;SPC CA 2     -   548,450.    1,976,220.      MT  (+/- 180 meters Scaled)
 JT0304
 JT0304                          SUPERSEDED SURVEY CONTROL
 JT0304
 JT0304  NGVD 29 (??/??/92)    2.91   (m)            9.5    (f) COMPUTED    1 2
 JT0304
 JT0304.Superseded values are not recommended for survey control.
 JT0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0304.See file dsdata.txt to determine how the superseded data were derived.
 JT0304
 JT0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639174(NAD 83)
 JT0304_MARKER: X = CHISELED CROSS
 JT0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0304_SP_SET: QUAY WALL
 JT0304_STAMPING: EL 112.64
 JT0304_MARK LOGO: USN   
 JT0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0304
 JT0304  HISTORY     - Date     Condition        Report By
 JT0304  HISTORY     - UNK      MONUMENTED       DOD
 JT0304  HISTORY     - 1950     GOOD             CGS
 JT0304  HISTORY     - 1961     GOOD             CGS
 JT0304
 JT0304                          STATION DESCRIPTION
 JT0304
 JT0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0304'AT MARE ISLAND NAVAL SHIPYARD.
 JT0304'AT MARE ISLAND NAVAL SHIPYARD, 132.0 FEET EAST OF THE CENTER
 JT0304'OF THE JUNCTION OF WATERFRONT AVENUE AND 4TH STREET, 75.0 FEET
 JT0304'NORTHEAST OF THE CENTER LINE OF THE AVENUE, 18.6 FEET NORTHEAST
 JT0304'OF THE NORTHEAST RAIL OF THE NORTHEAST RAILROAD TRACKS, 4.9 FEET
 JT0304'NORTH OF THE CENTER OF THE NORTHWEST END OF A METAL COVER FOR AN
 JT0304'ELECTRIC MOTOR, 1.1 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 JT0304'QUAY WALL, AND ON THE EAST EDGE OF A BRASS PLATE SET IN THE TOP
 JT0304'OF THE QUAY WALL AND WHICH HAS A LARGE 12 CAST IN ITS CENTER.
 JT0304
 JT0304                          STATION RECOVERY (1961)
 JT0304
 JT0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0897 ***********************************************************************
 LU0897  DESIGNATION -  12
 LU0897  PID         -  LU0897
 LU0897  STATE/COUNTY-  CA/SHASTA
 LU0897  USGS QUAD   -  IGO (1979)
 LU0897
 LU0897                         *CURRENT SURVEY CONTROL
 LU0897  ___________________________________________________________________
 LU0897* NAD 83(1986)-  40 36 45.     (N)    122 30 56.     (W)     SCALED    
 LU0897* NAVD 88     -       399.906  (meters)    1312.02   (feet)  ADJUSTED  
 LU0897  ___________________________________________________________________
 LU0897  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 LU0897  DYNAMIC HT  -         399.689 (meters)    1311.31  (feet)  COMP
 LU0897  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 LU0897
 LU0897  VERT ORDER  -  FIRST     CLASS II
 LU0897
 LU0897.The horizontal coordinates were scaled from a topographic map and have
 LU0897.an estimated accuracy of +/- 6 seconds.
 LU0897
 LU0897.The orthometric height was determined by differential leveling
 LU0897.and adjusted in June 1991.
 LU0897
 LU0897.The geoid height was determined by GEOID03.
 LU0897
 LU0897.The dynamic height is computed by dividing the NAVD 88
 LU0897.geopotential number by the normal gravity value computed on the
 LU0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0897.degrees latitude (g = 980.6199 gals.).
 LU0897
 LU0897.The modeled gravity was interpolated from observed gravity values.
 LU0897
 LU0897;                    North         East    Units  Estimated Accuracy
 LU0897;SPC CA 1     -   642,160.    1,956,380.      MT  (+/- 180 meters Scaled)
 LU0897
 LU0897                          SUPERSEDED SURVEY CONTROL
 LU0897
 LU0897  NGVD 29 (12/02/92)  399.096  (m)         1309.37   (f) ADJUSTED    1 2
 LU0897
 LU0897.Superseded values are not recommended for survey control.
 LU0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0897.See file dsdata.txt to determine how the superseded data were derived.
 LU0897
 LU0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK409958(NAD 83)
 LU0897_MARKER: DD = SURVEY DISK
 LU0897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0897_SP_SET: HEADWALL
 LU0897_STAMPING: 12 1309.06
 LU0897_MARK LOGO: CADH  
 LU0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0897+STABILITY: SURFACE MOTION
 LU0897
 LU0897  HISTORY     - Date     Condition        Report By
 LU0897  HISTORY     - UNK      MONUMENTED       CADH
 LU0897  HISTORY     - 1949     GOOD             NGS
 LU0897  HISTORY     - 1988     GOOD             NGS
 LU0897
 LU0897                          STATION DESCRIPTION
 LU0897
 LU0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0897'2.6 MI SE FROM SCHILLING.
 LU0897'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0897'AT SCHILLING, 1.7 MILES NORTHWEST OF SHASTA, 0.3 MILE SOUTHEAST
 LU0897'OF THE TOP OF A LONG GRADE, AT AN 18-INCH CORRUGATED METAL
 LU0897'PIPE CULVERT B 163.80, IN THE ANGLE OF AN L SHAPED CONCRETE
 LU0897'HEAD WALL, 4.0 FEET SOUTHEAST OF THE NORTHWEST END, 3.2 FEET
 LU0897'NORTHEAST OF THE SOUTHWEST END, 23.6 FEET SOUTHWEST OF THE CENTER
 LU0897'LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LU0897
 LU0897                          STATION RECOVERY (1988)
 LU0897
 LU0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0897'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.7 KM
 LU0897'(7.25 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0897'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0939 ***********************************************************************
 HS0939  DESIGNATION -  12
 HS0939  PID         -  HS0939
 HS0939  STATE/COUNTY-  CA/TUOLUMNE
 HS0939  USGS QUAD   -  MOCCASIN (1987)
 HS0939
 HS0939                         *CURRENT SURVEY CONTROL
 HS0939  ___________________________________________________________________
 HS0939* NAD 83(1986)-  37 49 30.     (N)    120 18 37.     (W)     SCALED    
 HS0939* NAVD 88     -       371.79   (+/-2cm)    1219.8    (feet)  VERTCON   
 HS0939  ___________________________________________________________________
 HS0939  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HS0939  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0939
 HS0939.The horizontal coordinates were scaled from a topographic map and have
 HS0939.an estimated accuracy of +/- 6 seconds.
 HS0939
 HS0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0939.The vertical order pertains to the NGVD 29 superseded value.
 HS0939
 HS0939.The geoid height was determined by GEOID03.
 HS0939
 HS0939;                    North         East    Units  Estimated Accuracy
 HS0939;SPC CA 3     -   647,070.    2,016,700.      MT  (+/- 180 meters Scaled)
 HS0939
 HS0939                          SUPERSEDED SURVEY CONTROL
 HS0939
 HS0939  NGVD 29 (??/??/92)  371.046  (m)         1217.34   (f) ADJ UNCH    1 2
 HS0939
 HS0939.Superseded values are not recommended for survey control.
 HS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0939.See file dsdata.txt to determine how the superseded data were derived.
 HS0939
 HS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG367898(NAD 83)
 HS0939_MARKER: DD = SURVEY DISK
 HS0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0939_SP_SET: CULVERT
 HS0939_STAMPING: 12
 HS0939_MARK LOGO: CADH  
 HS0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0939
 HS0939  HISTORY     - Date     Condition        Report By
 HS0939  HISTORY     - UNK      MONUMENTED       CADH
 HS0939  HISTORY     - 1956     GOOD             CGS
 HS0939
 HS0939                          STATION DESCRIPTION
 HS0939
 HS0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0939'1.6 MI NW FROM MOCCASIN.
 HS0939'1.0 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HS0939'AT MOCCASIN, THENCE 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 120,
 HS0939'0.1 MILE NORTHWEST OF THE Y JUNCTON OF A TRACK ROAD LEADING
 HS0939'NORTH TO A RANCH, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HS0939'CONCRETE HEAD WALL OF 15-INCH CORRUGATED METAL PIPE CULVERT
 HS0939'B 129-60, 16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HS0939'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3139 ***********************************************************************
 AB3139  DESIGNATION -  12
 AB3139  PID         -  AB3139
 AB3139  STATE/COUNTY-  CA/LOS ANGELES
 AB3139  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3139
 AB3139                         *CURRENT SURVEY CONTROL
 AB3139  ___________________________________________________________________
 AB3139* NAD 83(1986)-  34 15 48.     (N)    118 33 55.     (W)     SCALED    
 AB3139* NAVD 88     -       318.107  (meters)    1043.66   (feet)  ADJUSTED  
 AB3139  ___________________________________________________________________
 AB3139  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AB3139  DYNAMIC HT  -         317.759 (meters)    1042.51  (feet)  COMP
 AB3139  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 AB3139
 AB3139  VERT ORDER  -  THIRD
 AB3139
 AB3139.The horizontal coordinates were scaled from a topographic map and have
 AB3139.an estimated accuracy of +/- 6 seconds.
 AB3139
 AB3139.The orthometric height was determined by differential leveling
 AB3139.and adjusted in November 1996.
 AB3139
 AB3139.The geoid height was determined by GEOID03.
 AB3139
 AB3139.The dynamic height is computed by dividing the NAVD 88
 AB3139.geopotential number by the normal gravity value computed on the
 AB3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3139.degrees latitude (g = 980.6199 gals.).
 AB3139
 AB3139.The modeled gravity was interpolated from observed gravity values.
 AB3139
 AB3139;                    North         East    Units  Estimated Accuracy
 AB3139;SPC CA 5     -   584,820.    1,947,940.      MT  (+/- 180 meters Scaled)
 AB3139
 AB3139                          SUPERSEDED SURVEY CONTROL
 AB3139
 AB3139.No superseded survey control is available for this station.
 AB3139
 AB3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT558924(NAD 83)
 AB3139_MARKER: DD = SURVEY DISK
 AB3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3139_STAMPING: 12
 AB3139_MARK LOGO: MWDSC 
 AB3139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3139+STABILITY: SURFACE MOTION
 AB3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3139+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3139
 AB3139  HISTORY     - Date     Condition        Report By
 AB3139  HISTORY     - 1994     MONUMENTED       MWDSC
 AB3139
 AB3139                          STATION DESCRIPTION
 AB3139
 AB3139'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (VJH)
 AB3139'CHATSWORTH, NEAR THE INTERSECTION OF CHATSWORTH ST AND CORBIN AVE, 400
 AB3139'FEET (121.9 M) SOUTHWEST OF, NEAR THE TOE OF SLOPE OF PORTER ESTATES
 AB3139'(DIRT) DAM AT THE END OF CHATSWORTH ST PRODUCED.  A 3 INCH MWDSC BRASS
 AB3139'DISK STAMPED 12, FLUSH IN TOP OF A 12 INCH DIA CONCRETE POST, 0.4 FOOT
 AB3139'(12.2 CM) ABOVE GROUND, 19 FEET (5.8 M) ABOVE TOE OF DAM AND A
 AB3139'CARSONITE WITNESS POST 2 FEET (0.6 M) SOUTHERLY OF POINT.  REF MWD FB
 AB3139'4032 01.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4275 ***********************************************************************
 AA4275  DESIGNATION -  12 00350
 AA4275  PID         -  AA4275
 AA4275  STATE/COUNTY-  CA/LOS ANGELES
 AA4275  USGS QUAD   -  HOLLYWOOD (1994)
 AA4275
 AA4275                         *CURRENT SURVEY CONTROL
 AA4275  ___________________________________________________________________
 AA4275* NAD 83(1986)-  34 01 49.     (N)    118 15 49.     (W)     SCALED    
 AA4275* NAVD 88     -        68.379  (meters)     224.34   (feet)  ADJUSTED  
 AA4275  ___________________________________________________________________
 AA4275  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 AA4275  DYNAMIC HT  -          68.306 (meters)     224.10  (feet)  COMP
 AA4275  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 AA4275
 AA4275  VERT ORDER  -  SECOND    CLASS II
 AA4275
 AA4275.The horizontal coordinates were scaled from a topographic map and have
 AA4275.an estimated accuracy of +/- 6 seconds.
 AA4275
 AA4275.The orthometric height was determined by differential leveling
 AA4275.and adjusted in June 1995.
 AA4275
 AA4275.The geoid height was determined by GEOID03.
 AA4275
 AA4275.The dynamic height is computed by dividing the NAVD 88
 AA4275.geopotential number by the normal gravity value computed on the
 AA4275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4275.degrees latitude (g = 980.6199 gals.).
 AA4275
 AA4275.The modeled gravity was interpolated from observed gravity values.
 AA4275
 AA4275;                    North         East    Units  Estimated Accuracy
 AA4275;SPC CA 5     -   558,850.    1,975,660.      MT  (+/- 180 meters Scaled)
 AA4275
 AA4275                          SUPERSEDED SURVEY CONTROL
 AA4275
 AA4275.No superseded survey control is available for this station.
 AA4275
 AA4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT833662(NAD 83)
 AA4275_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA4275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4275_SP_SET: CATCH BASIN
 AA4275_MARK LOGO: NONE  
 AA4275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4275+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4275
 AA4275  HISTORY     - Date     Condition        Report By
 AA4275  HISTORY     - 1994     MONUMENTED       CA1980
 AA4275
 AA4275                          STATION DESCRIPTION
 AA4275
 AA4275'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4275'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4275'CORNER OF WASHINGTON BOULEVARD AND LOS ANGELES STREET.  THE STATION IS
 AA4275'71.0 FT (21.6 M) EASTERLY OF THE CENTERLINE OF LOS ANGELES STREET,
 AA4275'15.0 FT (4.6 M) EASTERLY OF THE TRAFFIC SIGNAL, AND 0.3 FT (9.1 CM)
 AA4275'NORTHERLY OF THE NORTHERLY CURB FACE, ON THE SOUTHEASTERLY CORNER OF A
 AA4275'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4277 ***********************************************************************
 AA4277  DESIGNATION -  12 00505
 AA4277  PID         -  AA4277
 AA4277  STATE/COUNTY-  CA/LOS ANGELES
 AA4277  USGS QUAD   -  HOLLYWOOD (1994)
 AA4277
 AA4277                         *CURRENT SURVEY CONTROL
 AA4277  ___________________________________________________________________
 AA4277* NAD 83(1986)-  34 02 10.     (N)    118 16 34.     (W)     SCALED    
 AA4277* NAVD 88     -        65.771  (meters)     215.78   (feet)  ADJUSTED  
 AA4277  ___________________________________________________________________
 AA4277  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 AA4277  DYNAMIC HT  -          65.701 (meters)     215.55  (feet)  COMP
 AA4277  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 AA4277
 AA4277  VERT ORDER  -  SECOND    CLASS II
 AA4277
 AA4277.The horizontal coordinates were scaled from a topographic map and have
 AA4277.an estimated accuracy of +/- 6 seconds.
 AA4277
 AA4277.The orthometric height was determined by differential leveling
 AA4277.and adjusted in June 1995.
 AA4277
 AA4277.The geoid height was determined by GEOID03.
 AA4277
 AA4277.The dynamic height is computed by dividing the NAVD 88
 AA4277.geopotential number by the normal gravity value computed on the
 AA4277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4277.degrees latitude (g = 980.6199 gals.).
 AA4277
 AA4277.The modeled gravity was interpolated from observed gravity values.
 AA4277
 AA4277;                    North         East    Units  Estimated Accuracy
 AA4277;SPC CA 5     -   559,500.    1,974,500.      MT  (+/- 180 meters Scaled)
 AA4277
 AA4277                          SUPERSEDED SURVEY CONTROL
 AA4277
 AA4277.No superseded survey control is available for this station.
 AA4277
 AA4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT822668(NAD 83)
 AA4277_MARKER: DD = SURVEY DISK
 AA4277_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA4277+WITH SETTING: INFORMATION.
 AA4277_MARK LOGO: CA1980
 AA4277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4277
 AA4277  HISTORY     - Date     Condition        Report By
 AA4277  HISTORY     - 1994     MONUMENTED       CA1980
 AA4277
 AA4277                          STATION DESCRIPTION
 AA4277
 AA4277'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4277'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES NEAR THE
 AA4277'INTERSECTION OF WASHINGTON BOULEVARD AND PARK GROVE.  THE STATION IS
 AA4277'IN A STANDARD SURVEY WELL MONUMENT ON THE CENTERLINE OF PARK GROVE,
 AA4277'44.5 FT (13.6 M) SOUTHERLY OF THE CENTERLINE OF WASHINGTON BOULEVARD.
 AA4277'A METAL ROD DRIVEN TO UNKNOWN DEPTH AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4283 ***********************************************************************
 AA4283  DESIGNATION -  12 00790
 AA4283  PID         -  AA4283
 AA4283  STATE/COUNTY-  CA/LOS ANGELES
 AA4283  USGS QUAD   -  HOLLYWOOD (1994)
 AA4283
 AA4283                         *CURRENT SURVEY CONTROL
 AA4283  ___________________________________________________________________
 AA4283* NAD 83(1986)-  34 02 24.     (N)    118 18 30.     (W)     SCALED    
 AA4283* NAVD 88     -        63.271  (meters)     207.58   (feet)  ADJUSTED  
 AA4283  ___________________________________________________________________
 AA4283  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 AA4283  DYNAMIC HT  -          63.204 (meters)     207.36  (feet)  COMP
 AA4283  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 AA4283
 AA4283  VERT ORDER  -  SECOND    CLASS II
 AA4283
 AA4283.The horizontal coordinates were scaled from a topographic map and have
 AA4283.an estimated accuracy of +/- 6 seconds.
 AA4283
 AA4283.The orthometric height was determined by differential leveling
 AA4283.and adjusted in June 1995.
 AA4283
 AA4283.The geoid height was determined by GEOID03.
 AA4283
 AA4283.The dynamic height is computed by dividing the NAVD 88
 AA4283.geopotential number by the normal gravity value computed on the
 AA4283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4283.degrees latitude (g = 980.6199 gals.).
 AA4283
 AA4283.The modeled gravity was interpolated from observed gravity values.
 AA4283
 AA4283;                    North         East    Units  Estimated Accuracy
 AA4283;SPC CA 5     -   559,940.    1,971,530.      MT  (+/- 180 meters Scaled)
 AA4283
 AA4283                          SUPERSEDED SURVEY CONTROL
 AA4283
 AA4283.No superseded survey control is available for this station.
 AA4283
 AA4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792673(NAD 83)
 AA4283_MARKER: N = NAIL
 AA4283_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4283_SP_SET: CURB
 AA4283_MARK LOGO: NONE  
 AA4283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4283+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4283
 AA4283  HISTORY     - Date     Condition        Report By
 AA4283  HISTORY     - 1994     MONUMENTED       CA1980
 AA4283
 AA4283                          STATION DESCRIPTION
 AA4283
 AA4283'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4283'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4283'CORNER OF WASHINGTON BOULEVARD AND WESTERN AVENUE.  THE STATION IS
 AA4283'75.0 FT (22.9 M) NORTHERLY OF THE CENTERLINE OF WESTERN AVENUE, 13.7
 AA4283'FT (4.2 M) NORTHERLY OF THE NORTHERLY TRAFFIC SIGNAL, AND 0.3 FT (9.1
 AA4283'CM) EASTERLY OF THE EASTERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4284 ***********************************************************************
 AA4284  DESIGNATION -  12 00844
 AA4284  PID         -  AA4284
 AA4284  STATE/COUNTY-  CA/LOS ANGELES
 AA4284  USGS QUAD   -  HOLLYWOOD (1994)
 AA4284
 AA4284                         *CURRENT SURVEY CONTROL
 AA4284  ___________________________________________________________________
 AA4284* NAD 83(1986)-  34 02 24.     (N)    118 18 47.     (W)     SCALED    
 AA4284* NAVD 88     -        62.348  (meters)     204.55   (feet)  ADJUSTED  
 AA4284  ___________________________________________________________________
 AA4284  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 AA4284  DYNAMIC HT  -          62.282 (meters)     204.34  (feet)  COMP
 AA4284  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 AA4284
 AA4284  VERT ORDER  -  SECOND    CLASS II
 AA4284
 AA4284.The horizontal coordinates were scaled from a topographic map and have
 AA4284.an estimated accuracy of +/- 6 seconds.
 AA4284
 AA4284.The orthometric height was determined by differential leveling
 AA4284.and adjusted in June 1995.
 AA4284
 AA4284.The geoid height was determined by GEOID03.
 AA4284
 AA4284.The dynamic height is computed by dividing the NAVD 88
 AA4284.geopotential number by the normal gravity value computed on the
 AA4284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4284.degrees latitude (g = 980.6199 gals.).
 AA4284
 AA4284.The modeled gravity was interpolated from observed gravity values.
 AA4284
 AA4284;                    North         East    Units  Estimated Accuracy
 AA4284;SPC CA 5     -   559,950.    1,971,090.      MT  (+/- 180 meters Scaled)
 AA4284
 AA4284                          SUPERSEDED SURVEY CONTROL
 AA4284
 AA4284.No superseded survey control is available for this station.
 AA4284
 AA4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787673(NAD 83)
 AA4284_MARKER: S = SPIKE
 AA4284_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4284_SP_SET: CURB
 AA4284_MARK LOGO: NONE  
 AA4284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4284+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4284
 AA4284  HISTORY     - Date     Condition        Report By
 AA4284  HISTORY     - 1994     MONUMENTED       CA1980
 AA4284
 AA4284                          STATION DESCRIPTION
 AA4284
 AA4284'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4284'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4284'CORNER OF WASHINGTON BOULEVARD AND WILTON PLACE.  THE STATION IS 43.0
 AA4284'FT (13.1 M) WESTERLY OF THE CENTERLINE OF WILTON PLACE, 2.0 FT (0.6 M)
 AA4284'WESTERLY OF THE STREET LIGHT, AND 0.3 FT (9.1 CM) NORTHERLY OF THE
 AA4284'NORTHERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1314 ***********************************************************************
 EW1314  DESIGNATION -  12 01239 C OF LA
 EW1314  PID         -  EW1314
 EW1314  STATE/COUNTY-  CA/LOS ANGELES
 EW1314  USGS QUAD   -  HOLLYWOOD (1994)
 EW1314
 EW1314                         *CURRENT SURVEY CONTROL
 EW1314  ___________________________________________________________________
 EW1314* NAD 83(1986)-  34 01 00.     (N)    118 15 51.     (W)     SCALED    
 EW1314* NAVD 88     -        63.11   (+/-2cm)     207.1    (feet)  VERTCON   
 EW1314  ___________________________________________________________________
 EW1314  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EW1314  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1314
 EW1314.The horizontal coordinates were scaled from a topographic map and have
 EW1314.an estimated accuracy of +/- 6 seconds.
 EW1314
 EW1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1314.The vertical order pertains to the NGVD 29 superseded value.
 EW1314
 EW1314.The geoid height was determined by GEOID03.
 EW1314
 EW1314;                    North         East    Units  Estimated Accuracy
 EW1314;SPC CA 5     -   557,340.    1,975,600.      MT  (+/- 180 meters Scaled)
 EW1314
 EW1314                          SUPERSEDED SURVEY CONTROL
 EW1314
 EW1314  NGVD 29 (??/??/92)   62.334  (m)          204.51   (f) ADJ UNCH    1 1
 EW1314
 EW1314.Superseded values are not recommended for survey control.
 EW1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1314.See file dsdata.txt to determine how the superseded data were derived.
 EW1314
 EW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT832647(NAD 83)
 EW1314_MARKER: Z = SEE DESCRIPTION
 EW1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1314+STABILITY: SURFACE MOTION
 EW1314
 EW1314  HISTORY     - Date     Condition        Report By
 EW1314  HISTORY     - UNK      MONUMENTED       CA1980
 EW1314  HISTORY     - 1969     GOOD             CA1980
 EW1314
 EW1314                          STATION DESCRIPTION
 EW1314
 EW1314'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1314'AT LOS ANGELES.
 EW1314'STANDARD SURVEY MONUMENT ON CENTERLINE INTERSECTION OF SAN
 EW1314'PEDRO STREET AND 32ND STREET TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1315 ***********************************************************************
 EW1315  DESIGNATION -  12 01249 C OF LA
 EW1315  PID         -  EW1315
 EW1315  STATE/COUNTY-  CA/LOS ANGELES
 EW1315  USGS QUAD   -  HOLLYWOOD (1994)
 EW1315
 EW1315                         *CURRENT SURVEY CONTROL
 EW1315  ___________________________________________________________________
 EW1315* NAD 83(1986)-  34 01 02.     (N)    118 15 48.     (W)     SCALED    
 EW1315* NAVD 88     -        63.61   (+/-2cm)     208.7    (feet)  VERTCON   
 EW1315  ___________________________________________________________________
 EW1315  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1315  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1315
 EW1315.The horizontal coordinates were scaled from a topographic map and have
 EW1315.an estimated accuracy of +/- 6 seconds.
 EW1315
 EW1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1315.The vertical order pertains to the NGVD 29 superseded value.
 EW1315
 EW1315.The geoid height was determined by GEOID03.
 EW1315
 EW1315;                    North         East    Units  Estimated Accuracy
 EW1315;SPC CA 5     -   557,410.    1,975,680.      MT  (+/- 180 meters Scaled)
 EW1315
 EW1315                          SUPERSEDED SURVEY CONTROL
 EW1315
 EW1315  NGVD 29 (??/??/92)   62.833  (m)          206.14   (f) ADJ UNCH    1 1
 EW1315
 EW1315.Superseded values are not recommended for survey control.
 EW1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1315.See file dsdata.txt to determine how the superseded data were derived.
 EW1315
 EW1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT833647(NAD 83)
 EW1315_MARKER: S = SPIKE
 EW1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1315_SP_SET: CURB
 EW1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1315
 EW1315  HISTORY     - Date     Condition        Report By
 EW1315  HISTORY     - UNK      MONUMENTED       CA1980
 EW1315  HISTORY     - 1969     GOOD             CA1980
 EW1315  HISTORY     - 1971     GOOD             CA1980
 EW1315
 EW1315                          STATION DESCRIPTION
 EW1315
 EW1315'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1315'AT LOS ANGELES.
 EW1315'WIRE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 5 FEET
 EW1315'SOUTH OF BEGINNING OF CURB RETURN SOUTH OF 31ST STREET.
 EW1315
 EW1315                          STATION RECOVERY (1971)
 EW1315
 EW1315'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1317 ***********************************************************************
 EW1317  DESIGNATION -  12 01266 C OF LA
 EW1317  PID         -  EW1317
 EW1317  STATE/COUNTY-  CA/LOS ANGELES
 EW1317  USGS QUAD   -  HOLLYWOOD (1994)
 EW1317
 EW1317                         *CURRENT SURVEY CONTROL
 EW1317  ___________________________________________________________________
 EW1317* NAD 83(1986)-  34 01 07.     (N)    118 15 45.     (W)     SCALED    
 EW1317* NAVD 88     -        64.33   (+/-2cm)     211.1    (feet)  VERTCON   
 EW1317  ___________________________________________________________________
 EW1317  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 EW1317  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1317
 EW1317.The horizontal coordinates were scaled from a topographic map and have
 EW1317.an estimated accuracy of +/- 6 seconds.
 EW1317
 EW1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1317.The vertical order pertains to the NGVD 29 superseded value.
 EW1317
 EW1317.The geoid height was determined by GEOID03.
 EW1317
 EW1317;                    North         East    Units  Estimated Accuracy
 EW1317;SPC CA 5     -   557,560.    1,975,750.      MT  (+/- 180 meters Scaled)
 EW1317
 EW1317                          SUPERSEDED SURVEY CONTROL
 EW1317
 EW1317  NGVD 29 (??/??/92)   63.554  (m)          208.51   (f) ADJ UNCH    1 1
 EW1317
 EW1317.Superseded values are not recommended for survey control.
 EW1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1317.See file dsdata.txt to determine how the superseded data were derived.
 EW1317
 EW1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834649(NAD 83)
 EW1317_MARKER: S = SPIKE
 EW1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1317_SP_SET: CURB
 EW1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1317
 EW1317  HISTORY     - Date     Condition        Report By
 EW1317  HISTORY     - UNK      MONUMENTED       CA1980
 EW1317  HISTORY     - 1969     GOOD             CA1980
 EW1317
 EW1317                          STATION DESCRIPTION
 EW1317
 EW1317'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1317'AT LOS ANGELES.
 EW1317'WIRE SPIKE IN THE EAST CURB OF SAN PEDRO STREET, 1 FOOT SOUTH
 EW1317'OF BEGINNING OF CURB RETURN SOUTH OF 29TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1318 ***********************************************************************
 EW1318  DESIGNATION -  12 01270 C OF LA
 EW1318  PID         -  EW1318
 EW1318  STATE/COUNTY-  CA/LOS ANGELES
 EW1318  USGS QUAD   -  HOLLYWOOD (1994)
 EW1318
 EW1318                         *CURRENT SURVEY CONTROL
 EW1318  ___________________________________________________________________
 EW1318* NAD 83(1986)-  34 01 10.     (N)    118 15 43.     (W)     SCALED    
 EW1318* NAVD 88     -        64.95   (+/-2cm)     213.1    (feet)  VERTCON   
 EW1318  ___________________________________________________________________
 EW1318  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1318  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1318
 EW1318.The horizontal coordinates were scaled from a topographic map and have
 EW1318.an estimated accuracy of +/- 6 seconds.
 EW1318
 EW1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1318.The vertical order pertains to the NGVD 29 superseded value.
 EW1318
 EW1318.The geoid height was determined by GEOID03.
 EW1318
 EW1318;                    North         East    Units  Estimated Accuracy
 EW1318;SPC CA 5     -   557,650.    1,975,810.      MT  (+/- 180 meters Scaled)
 EW1318
 EW1318                          SUPERSEDED SURVEY CONTROL
 EW1318
 EW1318  NGVD 29 (??/??/92)   64.171  (m)          210.53   (f) ADJ UNCH    1 2
 EW1318
 EW1318.Superseded values are not recommended for survey control.
 EW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1318.See file dsdata.txt to determine how the superseded data were derived.
 EW1318
 EW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834650(NAD 83)
 EW1318_MARKER: DD = SURVEY DISK
 EW1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1318_SP_SET: LANDING
 EW1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1318
 EW1318  HISTORY     - Date     Condition        Report By
 EW1318  HISTORY     - UNK      MONUMENTED       CA1980
 EW1318  HISTORY     - 1969     GOOD             CA1980
 EW1318
 EW1318                          STATION DESCRIPTION
 EW1318
 EW1318'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1318'AT LOS ANGELES.
 EW1318'STANDARD CITY DISC IN TOP OF TOP LANDING TO PEDESTRIAN SUBWAY,
 EW1318'7.7 FEET SOUTH OF SOUTH CURB LINE OF 28TH STREET, 32.6 FEET
 EW1318'EAST OF SAN PEDRO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1320 ***********************************************************************
 EW1320  DESIGNATION -  12 01291 C OF LA
 EW1320  PID         -  EW1320
 EW1320  STATE/COUNTY-  CA/LOS ANGELES
 EW1320  USGS QUAD   -  HOLLYWOOD (1994)
 EW1320
 EW1320                         *CURRENT SURVEY CONTROL
 EW1320  ___________________________________________________________________
 EW1320* NAD 83(1986)-  34 01 17.     (N)    118 15 40.     (W)     SCALED    
 EW1320* NAVD 88     -        65.32   (+/-2cm)     214.3    (feet)  VERTCON   
 EW1320  ___________________________________________________________________
 EW1320  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1320  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1320
 EW1320.The horizontal coordinates were scaled from a topographic map and have
 EW1320.an estimated accuracy of +/- 6 seconds.
 EW1320
 EW1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1320.The vertical order pertains to the NGVD 29 superseded value.
 EW1320
 EW1320.The geoid height was determined by GEOID03.
 EW1320
 EW1320;                    North         East    Units  Estimated Accuracy
 EW1320;SPC CA 5     -   557,870.    1,975,880.      MT  (+/- 180 meters Scaled)
 EW1320
 EW1320                          SUPERSEDED SURVEY CONTROL
 EW1320
 EW1320  NGVD 29 (??/??/92)   64.544  (m)          211.76   (f) ADJ UNCH    1 1
 EW1320
 EW1320.Superseded values are not recommended for survey control.
 EW1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1320.See file dsdata.txt to determine how the superseded data were derived.
 EW1320
 EW1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT835652(NAD 83)
 EW1320_MARKER: Z = SEE DESCRIPTION
 EW1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1320+STABILITY: SURFACE MOTION
 EW1320
 EW1320  HISTORY     - Date     Condition        Report By
 EW1320  HISTORY     - UNK      MONUMENTED       CA1980
 EW1320  HISTORY     - 1969     GOOD             CA1980
 EW1320  HISTORY     - 1971     GOOD             CA1980
 EW1320
 EW1320                          STATION DESCRIPTION
 EW1320
 EW1320'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1320'AT LOS ANGELES.
 EW1320'STANDARD SURVEY MONUMENT ON CENTER LINE OF ADAMS AVENUE TO THE
 EW1320'WEST, 90.05 FEET WEST OF CENTER LINE OF SAN PEDRO STREET.
 EW1320
 EW1320                          STATION RECOVERY (1971)
 EW1320
 EW1320'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1321 ***********************************************************************
 EW1321  DESIGNATION -  12 01311 C OF LA
 EW1321  PID         -  EW1321
 EW1321  STATE/COUNTY-  CA/LOS ANGELES
 EW1321  USGS QUAD   -  HOLLYWOOD (1994)
 EW1321
 EW1321                         *CURRENT SURVEY CONTROL
 EW1321  ___________________________________________________________________
 EW1321* NAD 83(1986)-  34 01 20.     (N)    118 15 38.     (W)     SCALED    
 EW1321* NAVD 88     -        66.11   (+/-2cm)     216.9    (feet)  VERTCON   
 EW1321  ___________________________________________________________________
 EW1321  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW1321  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1321
 EW1321.The horizontal coordinates were scaled from a topographic map and have
 EW1321.an estimated accuracy of +/- 6 seconds.
 EW1321
 EW1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1321.The vertical order pertains to the NGVD 29 superseded value.
 EW1321
 EW1321.The geoid height was determined by GEOID03.
 EW1321
 EW1321;                    North         East    Units  Estimated Accuracy
 EW1321;SPC CA 5     -   557,960.    1,975,940.      MT  (+/- 180 meters Scaled)
 EW1321
 EW1321                          SUPERSEDED SURVEY CONTROL
 EW1321
 EW1321  NGVD 29 (??/??/92)   65.333  (m)          214.35   (f) ADJ UNCH    1 1
 EW1321
 EW1321.Superseded values are not recommended for survey control.
 EW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1321.See file dsdata.txt to determine how the superseded data were derived.
 EW1321
 EW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT836653(NAD 83)
 EW1321_MARKER: S = SPIKE
 EW1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1321_SP_SET: CURB
 EW1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1321
 EW1321  HISTORY     - Date     Condition        Report By
 EW1321  HISTORY     - UNK      MONUMENTED       CA1980
 EW1321  HISTORY     - 1969     GOOD             CA1980
 EW1321
 EW1321                          STATION DESCRIPTION
 EW1321
 EW1321'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1321'AT LOS ANGELES.
 EW1321'WIRE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 5 FEET
 EW1321'SOUTH OF BEGINNING OF CURB RETURN SOUTH OF 25TH STREET FROM THE
 EW1321'EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1322 ***********************************************************************
 EW1322  DESIGNATION -  12 01329 C OF LA
 EW1322  PID         -  EW1322
 EW1322  STATE/COUNTY-  CA/LOS ANGELES
 EW1322  USGS QUAD   -  HOLLYWOOD (1994)
 EW1322
 EW1322                         *CURRENT SURVEY CONTROL
 EW1322  ___________________________________________________________________
 EW1322* NAD 83(1986)-  34 01 25.     (N)    118 15 34.     (W)     SCALED    
 EW1322* NAVD 88     -        66.39   (+/-2cm)     217.8    (feet)  VERTCON   
 EW1322  ___________________________________________________________________
 EW1322  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW1322  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1322
 EW1322.The horizontal coordinates were scaled from a topographic map and have
 EW1322.an estimated accuracy of +/- 6 seconds.
 EW1322
 EW1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1322.The vertical order pertains to the NGVD 29 superseded value.
 EW1322
 EW1322.The geoid height was determined by GEOID03.
 EW1322
 EW1322;                    North         East    Units  Estimated Accuracy
 EW1322;SPC CA 5     -   558,110.    1,976,040.      MT  (+/- 180 meters Scaled)
 EW1322
 EW1322                          SUPERSEDED SURVEY CONTROL
 EW1322
 EW1322  NGVD 29 (??/??/92)   65.610  (m)          215.26   (f) ADJ UNCH    1 1
 EW1322
 EW1322.Superseded values are not recommended for survey control.
 EW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1322.See file dsdata.txt to determine how the superseded data were derived.
 EW1322
 EW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT837654(NAD 83)
 EW1322_MARKER: Z = SEE DESCRIPTION
 EW1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1322+STABILITY: SURFACE MOTION
 EW1322
 EW1322  HISTORY     - Date     Condition        Report By
 EW1322  HISTORY     - UNK      MONUMENTED       CA1980
 EW1322  HISTORY     - 1969     GOOD             CA1980
 EW1322  HISTORY     - 1971     GOOD             CA1980
 EW1322
 EW1322                          STATION DESCRIPTION
 EW1322
 EW1322'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1322'AT LOS ANGELES.
 EW1322'STANDARD SURVEY MONUMENT ON CENTER LINE INTERSECTION OF SAN PEDRO
 EW1322'STREET AND 23RD STREET TO THE WEST.
 EW1322
 EW1322                          STATION RECOVERY (1971)
 EW1322
 EW1322'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1323 ***********************************************************************
 EW1323  DESIGNATION -  12 01349 C OF LA
 EW1323  PID         -  EW1323
 EW1323  STATE/COUNTY-  CA/LOS ANGELES
 EW1323  USGS QUAD   -  HOLLYWOOD (1994)
 EW1323
 EW1323                         *CURRENT SURVEY CONTROL
 EW1323  ___________________________________________________________________
 EW1323* NAD 83(1986)-  34 01 32.     (N)    118 15 31.     (W)     SCALED    
 EW1323* NAVD 88     -        67.37   (+/-2cm)     221.0    (feet)  VERTCON   
 EW1323  ___________________________________________________________________
 EW1323  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EW1323  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1323
 EW1323.The horizontal coordinates were scaled from a topographic map and have
 EW1323.an estimated accuracy of +/- 6 seconds.
 EW1323
 EW1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1323.The vertical order pertains to the NGVD 29 superseded value.
 EW1323
 EW1323.The geoid height was determined by GEOID03.
 EW1323
 EW1323;                    North         East    Units  Estimated Accuracy
 EW1323;SPC CA 5     -   558,330.    1,976,120.      MT  (+/- 180 meters Scaled)
 EW1323
 EW1323                          SUPERSEDED SURVEY CONTROL
 EW1323
 EW1323  NGVD 29 (??/??/92)   66.587  (m)          218.46   (f) ADJ UNCH    1 1
 EW1323
 EW1323.Superseded values are not recommended for survey control.
 EW1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1323.See file dsdata.txt to determine how the superseded data were derived.
 EW1323
 EW1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT838657(NAD 83)
 EW1323_MARKER: S = SPIKE
 EW1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1323_SP_SET: CURB
 EW1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1323
 EW1323  HISTORY     - Date     Condition        Report By
 EW1323  HISTORY     - UNK      MONUMENTED       CA1980
 EW1323  HISTORY     - 1969     GOOD             CA1980
 EW1323
 EW1323                          STATION DESCRIPTION
 EW1323
 EW1323'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1323'AT LOS ANGELES.
 EW1323'WIRE SPIKE IN THE EAST CURB OF SAN PEDRO STREET, 1 FOOT SOUTH OF
 EW1323'BEGINNING OF CURB RETURN SOUTH OF 21ST STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1324 ***********************************************************************
 EW1324  DESIGNATION -  12 01370 C OF LA
 EW1324  PID         -  EW1324
 EW1324  STATE/COUNTY-  CA/LOS ANGELES
 EW1324  USGS QUAD   -  HOLLYWOOD (1994)
 EW1324
 EW1324                         *CURRENT SURVEY CONTROL
 EW1324  ___________________________________________________________________
 EW1324* NAD 83(1986)-  34 01 40.     (N)    118 15 26.     (W)     SCALED    
 EW1324* NAVD 88     -        68.88   (+/-2cm)     226.0    (feet)  VERTCON   
 EW1324  ___________________________________________________________________
 EW1324  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EW1324  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1324
 EW1324.The horizontal coordinates were scaled from a topographic map and have
 EW1324.an estimated accuracy of +/- 6 seconds.
 EW1324
 EW1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1324.The vertical order pertains to the NGVD 29 superseded value.
 EW1324
 EW1324.The geoid height was determined by GEOID03.
 EW1324
 EW1324;                    North         East    Units  Estimated Accuracy
 EW1324;SPC CA 5     -   558,580.    1,976,240.      MT  (+/- 180 meters Scaled)
 EW1324
 EW1324                          SUPERSEDED SURVEY CONTROL
 EW1324
 EW1324  NGVD 29 (??/??/92)   68.099  (m)          223.42   (f) ADJ UNCH    1 1
 EW1324
 EW1324.Superseded values are not recommended for survey control.
 EW1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1324.See file dsdata.txt to determine how the superseded data were derived.
 EW1324
 EW1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT839659(NAD 83)
 EW1324_MARKER: S = SPIKE
 EW1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1324_SP_SET: CURB
 EW1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1324
 EW1324  HISTORY     - Date     Condition        Report By
 EW1324  HISTORY     - UNK      MONUMENTED       CA1980
 EW1324  HISTORY     - 1969     GOOD             CA1980
 EW1324  HISTORY     - 1971     GOOD             CA1980
 EW1324
 EW1324                          STATION DESCRIPTION
 EW1324
 EW1324'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1324'AT LOS ANGELES.
 EW1324'WIRE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 3.7 FEET
 EW1324'NORTH OF BEGINNING OF CURB RETURN NORTH OF WASHINGTON BOULEVARD.
 EW1324
 EW1324                          STATION RECOVERY (1971)
 EW1324
 EW1324'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4287 ***********************************************************************
 AA4287  DESIGNATION -  12 01449
 AA4287  PID         -  AA4287
 AA4287  STATE/COUNTY-  CA/LOS ANGELES
 AA4287  USGS QUAD   -  HOLLYWOOD (1994)
 AA4287
 AA4287                         *CURRENT SURVEY CONTROL
 AA4287  ___________________________________________________________________
 AA4287* NAD 83(1986)-  34 01 57.     (N)    118 19 00.     (W)     SCALED    
 AA4287* NAVD 88     -        61.949  (meters)     203.24   (feet)  ADJUSTED  
 AA4287  ___________________________________________________________________
 AA4287  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AA4287  DYNAMIC HT  -          61.883 (meters)     203.03  (feet)  COMP
 AA4287  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 AA4287
 AA4287  VERT ORDER  -  SECOND    CLASS II
 AA4287
 AA4287.The horizontal coordinates were scaled from a topographic map and have
 AA4287.an estimated accuracy of +/- 6 seconds.
 AA4287
 AA4287.The orthometric height was determined by differential leveling
 AA4287.and adjusted in June 1995.
 AA4287
 AA4287.The geoid height was determined by GEOID03.
 AA4287
 AA4287.The dynamic height is computed by dividing the NAVD 88
 AA4287.geopotential number by the normal gravity value computed on the
 AA4287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4287.degrees latitude (g = 980.6199 gals.).
 AA4287
 AA4287.The modeled gravity was interpolated from observed gravity values.
 AA4287
 AA4287;                    North         East    Units  Estimated Accuracy
 AA4287;SPC CA 5     -   559,110.    1,970,760.      MT  (+/- 180 meters Scaled)
 AA4287
 AA4287                          SUPERSEDED SURVEY CONTROL
 AA4287
 AA4287.No superseded survey control is available for this station.
 AA4287
 AA4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT784665(NAD 83)
 AA4287_MARKER: S = SPIKE
 AA4287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4287_SP_SET: CURB
 AA4287_MARK LOGO: NONE  
 AA4287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4287+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4287
 AA4287  HISTORY     - Date     Condition        Report By
 AA4287  HISTORY     - 1994     MONUMENTED       CA1980
 AA4287
 AA4287                          STATION DESCRIPTION
 AA4287
 AA4287'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4287'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE SOUTHEAST
 AA4287'CORNER OF ARLINGTON AVENUE AND ADAMS BOULEVARD.  THE STATION IS 33.0
 AA4287'FT (10.1 M) EASTERLY OF THE CENTERLINE OF ARLINGTON AVE., 1.5 FT (0.5
 AA4287'M) NORTHERLY OF THE TRAFFIC SIGNAL, AND 0.3 FT (9.1 CM) SOUTHERLY OF
 AA4287'THE SOUTHERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4289 ***********************************************************************
 AA4289  DESIGNATION -  12 01510
 AA4289  PID         -  AA4289
 AA4289  STATE/COUNTY-  CA/LOS ANGELES
 AA4289  USGS QUAD   -  HOLLYWOOD (1994)
 AA4289
 AA4289                         *CURRENT SURVEY CONTROL
 AA4289  ___________________________________________________________________
 AA4289* NAD 83(1986)-  34 01 57.     (N)    118 19 22.     (W)     SCALED    
 AA4289* NAVD 88     -        59.907  (meters)     196.54   (feet)  ADJUSTED  
 AA4289  ___________________________________________________________________
 AA4289  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AA4289  DYNAMIC HT  -          59.843 (meters)     196.33  (feet)  COMP
 AA4289  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 AA4289
 AA4289  VERT ORDER  -  SECOND    CLASS II
 AA4289
 AA4289.The horizontal coordinates were scaled from a topographic map and have
 AA4289.an estimated accuracy of +/- 6 seconds.
 AA4289
 AA4289.The orthometric height was determined by differential leveling
 AA4289.and adjusted in June 1995.
 AA4289
 AA4289.The geoid height was determined by GEOID03.
 AA4289
 AA4289.The dynamic height is computed by dividing the NAVD 88
 AA4289.geopotential number by the normal gravity value computed on the
 AA4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4289.degrees latitude (g = 980.6199 gals.).
 AA4289
 AA4289.The modeled gravity was interpolated from observed gravity values.
 AA4289
 AA4289;                    North         East    Units  Estimated Accuracy
 AA4289;SPC CA 5     -   559,120.    1,970,190.      MT  (+/- 180 meters Scaled)
 AA4289
 AA4289                          SUPERSEDED SURVEY CONTROL
 AA4289
 AA4289.No superseded survey control is available for this station.
 AA4289
 AA4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT778665(NAD 83)
 AA4289_MARKER: S = SPIKE
 AA4289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4289_SP_SET: CATCH BASIN
 AA4289_MARK LOGO: NONE  
 AA4289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4289+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4289
 AA4289  HISTORY     - Date     Condition        Report By
 AA4289  HISTORY     - 1994     MONUMENTED       CA1980
 AA4289
 AA4289                          STATION DESCRIPTION
 AA4289
 AA4289'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4289'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES NEAR THE NORTHWEST
 AA4289'CORNER OF ADAMS BOULEVARD AND 6TH AVENUE.  THE STATION IS 25.0 FT (7.6
 AA4289'M) NORTHERLY OF THE TRAFFIC SIGNAL, 23.0 FT (7.0 M) WESTERLY OF THE
 AA4289'CENTERLINE OF 6TH AVENUE, AND 3.5 FT (1.1 M) WESTERLY OF THE WESTERLY
 AA4289'CURB FACE, ON THE SOUTHWESTERLY CORNER OF A 4.5 FT (1.4 M) BY 4.0 FT
 AA4289'(1.2 M) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4293 ***********************************************************************
 AA4293  DESIGNATION -  12 01590
 AA4293  PID         -  AA4293
 AA4293  STATE/COUNTY-  CA/LOS ANGELES
 AA4293  USGS QUAD   -  HOLLYWOOD (1994)
 AA4293
 AA4293                         *CURRENT SURVEY CONTROL
 AA4293  ___________________________________________________________________
 AA4293* NAD 83(1986)-  34 01 57.     (N)    118 19 42.     (W)     SCALED    
 AA4293* NAVD 88     -        49.138  (meters)     161.21   (feet)  ADJUSTED  
 AA4293  ___________________________________________________________________
 AA4293  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AA4293  DYNAMIC HT  -          49.085 (meters)     161.04  (feet)  COMP
 AA4293  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 AA4293
 AA4293  VERT ORDER  -  SECOND    CLASS II
 AA4293
 AA4293.The horizontal coordinates were scaled from a topographic map and have
 AA4293.an estimated accuracy of +/- 6 seconds.
 AA4293
 AA4293.The orthometric height was determined by differential leveling
 AA4293.and adjusted in June 1995.
 AA4293
 AA4293.The geoid height was determined by GEOID03.
 AA4293
 AA4293.The dynamic height is computed by dividing the NAVD 88
 AA4293.geopotential number by the normal gravity value computed on the
 AA4293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4293.degrees latitude (g = 980.6199 gals.).
 AA4293
 AA4293.The modeled gravity was interpolated from observed gravity values.
 AA4293
 AA4293;                    North         East    Units  Estimated Accuracy
 AA4293;SPC CA 5     -   559,120.    1,969,680.      MT  (+/- 180 meters Scaled)
 AA4293
 AA4293                          SUPERSEDED SURVEY CONTROL
 AA4293
 AA4293.No superseded survey control is available for this station.
 AA4293
 AA4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773665(NAD 83)
 AA4293_MARKER: S = SPIKE
 AA4293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4293_SP_SET: CURB
 AA4293_MARK LOGO: NONE  
 AA4293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4293+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4293
 AA4293  HISTORY     - Date     Condition        Report By
 AA4293  HISTORY     - 1994     MONUMENTED       CA1980
 AA4293
 AA4293                          STATION DESCRIPTION
 AA4293
 AA4293'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4293'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4293'CORNER OF ADAMS BOULEVARD AND 11TH AVENUE.  THE STATION IS 39.0 FT
 AA4293'(11.9 M) WESTERLY OF THE CENTERLINE OF 11TH AVE., 3.0 FT (0.9 M)
 AA4293'WESTERLY OF THE FIRE HYDRANT, AND 0.2 FT (6.1 CM) NORTHERLY OF THE
 AA4293'NORTHERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1130 ***********************************************************************
 EW1130  DESIGNATION -  12 03270 C OF LA
 EW1130  PID         -  EW1130
 EW1130  STATE/COUNTY-  CA/LOS ANGELES
 EW1130  USGS QUAD   -  LOS ANGELES (1994)
 EW1130
 EW1130                         *CURRENT SURVEY CONTROL
 EW1130  ___________________________________________________________________
 EW1130* NAD 83(1986)-  34 03 00.     (N)    118 14 27.     (W)     SCALED    
 EW1130* NAVD 88     -        82.76   (+/-2cm)     271.5    (feet)  VERTCON   
 EW1130  ___________________________________________________________________
 EW1130  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EW1130  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1130
 EW1130.The horizontal coordinates were scaled from a topographic map and have
 EW1130.an estimated accuracy of +/- 6 seconds.
 EW1130
 EW1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1130.The vertical order pertains to the NGVD 29 superseded value.
 EW1130
 EW1130.The geoid height was determined by GEOID03.
 EW1130
 EW1130;                    North         East    Units  Estimated Accuracy
 EW1130;SPC CA 5     -   561,040.    1,977,760.      MT  (+/- 180 meters Scaled)
 EW1130
 EW1130                          SUPERSEDED SURVEY CONTROL
 EW1130
 EW1130  NGVD 29 (??/??/92)   81.979  (m)          268.96   (f) ADJ UNCH    1 1
 EW1130
 EW1130.Superseded values are not recommended for survey control.
 EW1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1130.See file dsdata.txt to determine how the superseded data were derived.
 EW1130
 EW1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854683(NAD 83)
 EW1130_MARKER: S = SPIKE
 EW1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1130_SP_SET: CURB
 EW1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1130
 EW1130  HISTORY     - Date     Condition        Report By
 EW1130  HISTORY     - UNK      MONUMENTED       CA1980
 EW1130  HISTORY     - 1969     GOOD             CA1980
 EW1130  HISTORY     - 1971     GOOD             CA1980
 EW1130
 EW1130                          STATION DESCRIPTION
 EW1130
 EW1130'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1130'AT LOS ANGELES.
 EW1130'SQUARE SPIKE IN TOP OF THE NORTH CURB OF FIRST STREET, 14.5 FEET
 EW1130'WEST OF SAN PEDRO STREET, WEST END OF CATCH BASIN.
 EW1130
 EW1130                          STATION RECOVERY (1971)
 EW1130
 EW1130'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1131 ***********************************************************************
 EW1131  DESIGNATION -  12 03290 C OF LA
 EW1131  PID         -  EW1131
 EW1131  STATE/COUNTY-  CA/LOS ANGELES
 EW1131  USGS QUAD   -  LOS ANGELES (1994)
 EW1131
 EW1131                         *CURRENT SURVEY CONTROL
 EW1131  ___________________________________________________________________
 EW1131* NAD 83(1986)-  34 03 04.     (N)    118 14 31.     (W)     SCALED    
 EW1131* NAVD 88     -        83.32   (+/-2cm)     273.4    (feet)  VERTCON   
 EW1131  ___________________________________________________________________
 EW1131  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1131  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1131
 EW1131.The horizontal coordinates were scaled from a topographic map and have
 EW1131.an estimated accuracy of +/- 6 seconds.
 EW1131
 EW1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1131.The vertical order pertains to the NGVD 29 superseded value.
 EW1131
 EW1131.The geoid height was determined by GEOID03.
 EW1131
 EW1131;                    North         East    Units  Estimated Accuracy
 EW1131;SPC CA 5     -   561,160.    1,977,660.      MT  (+/- 180 meters Scaled)
 EW1131
 EW1131                          SUPERSEDED SURVEY CONTROL
 EW1131
 EW1131  NGVD 29 (??/??/92)   82.535  (m)          270.78   (f) ADJ UNCH    1 1
 EW1131
 EW1131.Superseded values are not recommended for survey control.
 EW1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1131.See file dsdata.txt to determine how the superseded data were derived.
 EW1131
 EW1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853685(NAD 83)
 EW1131_MARKER: Z = SEE DESCRIPTION
 EW1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1131+STABILITY: SURFACE MOTION
 EW1131
 EW1131  HISTORY     - Date     Condition        Report By
 EW1131  HISTORY     - UNK      MONUMENTED       CA1980
 EW1131  HISTORY     - 1969     GOOD             CA1980
 EW1131
 EW1131                          STATION DESCRIPTION
 EW1131
 EW1131'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1131'AT LOS ANGELES.
 EW1131'STANDARD SURVEY MONUMENT, 15 FEET NORTH OF SOUTH CURB OF FIRST
 EW1131'STREET, 2 FEET WEST OF EAST CURB LINE PRODUCED, OF WELLER STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1072 ***********************************************************************
 EW1072  DESIGNATION -  12 03310 C OF LA
 EW1072  PID         -  EW1072
 EW1072  STATE/COUNTY-  CA/LOS ANGELES
 EW1072  USGS QUAD   -  LOS ANGELES (1994)
 EW1072
 EW1072                         *CURRENT SURVEY CONTROL
 EW1072  ___________________________________________________________________
 EW1072* NAD 83(1986)-  34 03 05.     (N)    118 14 33.     (W)     SCALED    
 EW1072* NAVD 88     -        83.56   (+/-2cm)     274.1    (feet)  VERTCON   
 EW1072  ___________________________________________________________________
 EW1072  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1072  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1072
 EW1072.The horizontal coordinates were scaled from a topographic map and have
 EW1072.an estimated accuracy of +/- 6 seconds.
 EW1072
 EW1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1072.The vertical order pertains to the NGVD 29 superseded value.
 EW1072
 EW1072.The geoid height was determined by GEOID03.
 EW1072
 EW1072;                    North         East    Units  Estimated Accuracy
 EW1072;SPC CA 5     -   561,190.    1,977,610.      MT  (+/- 180 meters Scaled)
 EW1072
 EW1072                          SUPERSEDED SURVEY CONTROL
 EW1072
 EW1072  NGVD 29 (??/??/92)   82.783  (m)          271.60   (f) ADJ UNCH    1 1
 EW1072
 EW1072.Superseded values are not recommended for survey control.
 EW1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1072.See file dsdata.txt to determine how the superseded data were derived.
 EW1072
 EW1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853685(NAD 83)
 EW1072_MARKER: Z = SEE DESCRIPTION
 EW1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1072+STABILITY: SURFACE MOTION
 EW1072
 EW1072  HISTORY     - Date     Condition        Report By
 EW1072  HISTORY     - UNK      MONUMENTED       CA1980
 EW1072  HISTORY     - 1969     GOOD             CA1980
 EW1072
 EW1072                          STATION DESCRIPTION
 EW1072
 EW1072'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1072'AT LOS ANGELES.
 EW1072'STANDARD SURVEY MONUMENT, 15.2 FEET NORTH OF SOUTH CURB LINE OF
 EW1072'FIRST STREET, 21.2 FEET EAST OF WEST CURB LINE OF LOS ANGELES
 EW1072'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1071 ***********************************************************************
 EW1071  DESIGNATION -  12 03330 C OF LA
 EW1071  PID         -  EW1071
 EW1071  STATE/COUNTY-  CA/LOS ANGELES
 EW1071  USGS QUAD   -  LOS ANGELES (1994)
 EW1071
 EW1071                         *CURRENT SURVEY CONTROL
 EW1071  ___________________________________________________________________
 EW1071* NAD 83(1986)-  34 03 05.     (N)    118 14 36.     (W)     SCALED    
 EW1071* NAVD 88     -        85.73   (+/-2cm)     281.3    (feet)  VERTCON   
 EW1071  ___________________________________________________________________
 EW1071  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1071  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1071
 EW1071.The horizontal coordinates were scaled from a topographic map and have
 EW1071.an estimated accuracy of +/- 6 seconds.
 EW1071
 EW1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1071.The vertical order pertains to the NGVD 29 superseded value.
 EW1071
 EW1071.The geoid height was determined by GEOID03.
 EW1071
 EW1071;                    North         East    Units  Estimated Accuracy
 EW1071;SPC CA 5     -   561,190.    1,977,530.      MT  (+/- 180 meters Scaled)
 EW1071
 EW1071                          SUPERSEDED SURVEY CONTROL
 EW1071
 EW1071  NGVD 29 (??/??/92)   84.948  (m)          278.70   (f) ADJ UNCH    1 1
 EW1071
 EW1071.Superseded values are not recommended for survey control.
 EW1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1071.See file dsdata.txt to determine how the superseded data were derived.
 EW1071
 EW1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852685(NAD 83)
 EW1071_MARKER: Z = SEE DESCRIPTION
 EW1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1071+STABILITY: SURFACE MOTION
 EW1071
 EW1071  HISTORY     - Date     Condition        Report By
 EW1071  HISTORY     - UNK      MONUMENTED       CA1980
 EW1071  HISTORY     - 1969     GOOD             CA1980
 EW1071  HISTORY     - 1971     GOOD             CA1980
 EW1071
 EW1071                          STATION DESCRIPTION
 EW1071
 EW1071'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1071'AT LOS ANGELES.
 EW1071'STANDARD SURVEY MONUMENT, 15 FEET NORTH OF SOUTH CURB LINE OF
 EW1071'FIRST STREET, 4 FEET EAST OF EAST PROPERTY LINE OF MAIN STREET
 EW1071'PRODUCED.
 EW1071
 EW1071                          STATION RECOVERY (1971)
 EW1071
 EW1071'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1151 ***********************************************************************
 EW1151  DESIGNATION -  12 03420 C OF LA
 EW1151  PID         -  EW1151
 EW1151  STATE/COUNTY-  CA/LOS ANGELES
 EW1151  USGS QUAD   -  LOS ANGELES (1994)
 EW1151
 EW1151                         *CURRENT SURVEY CONTROL
 EW1151  ___________________________________________________________________
 EW1151* NAD 83(1986)-  34 03 26.     (N)    118 14 33.     (W)     SCALED    
 EW1151* NAVD 88     -       101.43   (+/-2cm)     332.8    (feet)  VERTCON   
 EW1151  ___________________________________________________________________
 EW1151  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW1151  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1151
 EW1151.The horizontal coordinates were scaled from a topographic map and have
 EW1151.an estimated accuracy of +/- 6 seconds.
 EW1151
 EW1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1151.The vertical order pertains to the NGVD 29 superseded value.
 EW1151
 EW1151.The geoid height was determined by GEOID03.
 EW1151
 EW1151;                    North         East    Units  Estimated Accuracy
 EW1151;SPC CA 5     -   561,840.    1,977,610.      MT  (+/- 180 meters Scaled)
 EW1151
 EW1151                          SUPERSEDED SURVEY CONTROL
 EW1151
 EW1151  NGVD 29 (??/??/92)  100.647  (m)          330.21   (f) ADJ UNCH    1 2
 EW1151
 EW1151.Superseded values are not recommended for survey control.
 EW1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1151.See file dsdata.txt to determine how the superseded data were derived.
 EW1151
 EW1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853691(NAD 83)
 EW1151_MARKER: S = SPIKE
 EW1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1151_SP_SET: CURB
 EW1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1151
 EW1151  HISTORY     - Date     Condition        Report By
 EW1151  HISTORY     - UNK      MONUMENTED       CA1980
 EW1151  HISTORY     - 1968     GOOD             CA1980
 EW1151
 EW1151                          STATION DESCRIPTION
 EW1151
 EW1151'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1151'AT LOS ANGELES.
 EW1151'WIRE SPIKE IN THE EAST CURB OF BROADWAY, 4 FEET SOUTH OF THE
 EW1151'BEGINNING OF CURB RETURN SOUTH OF ALISO STREET, IN THE NORTH
 EW1151'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1080 ***********************************************************************
 EW1080  DESIGNATION -  12 03425 C OF LA
 EW1080  PID         -  EW1080
 EW1080  STATE/COUNTY-  CA/LOS ANGELES
 EW1080  USGS QUAD   -  LOS ANGELES (1994)
 EW1080
 EW1080                         *CURRENT SURVEY CONTROL
 EW1080  ___________________________________________________________________
 EW1080* NAD 83(1986)-  34 03 24.     (N)    118 14 32.     (W)     SCALED    
 EW1080* NAVD 88     -       101.36   (+/-2cm)     332.5    (feet)  VERTCON   
 EW1080  ___________________________________________________________________
 EW1080  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW1080  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1080
 EW1080.The horizontal coordinates were scaled from a topographic map and have
 EW1080.an estimated accuracy of +/- 6 seconds.
 EW1080
 EW1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1080.The vertical order pertains to the NGVD 29 superseded value.
 EW1080
 EW1080.The geoid height was determined by GEOID03.
 EW1080
 EW1080;                    North         East    Units  Estimated Accuracy
 EW1080;SPC CA 5     -   561,780.    1,977,640.      MT  (+/- 180 meters Scaled)
 EW1080
 EW1080                          SUPERSEDED SURVEY CONTROL
 EW1080
 EW1080  NGVD 29 (??/??/92)  100.58   (m)          330.0    (f) COMPUTED    1 1
 EW1080
 EW1080.Superseded values are not recommended for survey control.
 EW1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1080.See file dsdata.txt to determine how the superseded data were derived.
 EW1080
 EW1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853691(NAD 83)
 EW1080_MARKER: B = BOLT
 EW1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1080_SP_SET: CURB
 EW1080_STAMPING: 12-03425
 EW1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1080
 EW1080  HISTORY     - Date     Condition        Report By
 EW1080  HISTORY     - UNK      MONUMENTED       CA1980
 EW1080
 EW1080                          STATION DESCRIPTION
 EW1080
 EW1080'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 EW1080'IN LOS ANGELES.
 EW1080'BOLT IN WEST CURB BROADWAY, 18.6 FEET SOUTH OF THE CENTERLINE OF
 EW1080'PRODUCTION ARCA D1A STREET, FROM THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9455 ***********************************************************************
 EW9455  DESIGNATION -  12 04330
 EW9455  PID         -  EW9455
 EW9455  STATE/COUNTY-  CA/LOS ANGELES
 EW9455  USGS QUAD   -  LOS ANGELES (1994)
 EW9455
 EW9455                         *CURRENT SURVEY CONTROL
 EW9455  ___________________________________________________________________
 EW9455* NAD 83(1986)-  34 04 04.     (N)    118 13 30.     (W)     SCALED    
 EW9455* NAVD 88     -        93.893  (meters)     308.05   (feet)  ADJUSTED  
 EW9455  ___________________________________________________________________
 EW9455  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EW9455  DYNAMIC HT  -          93.794 (meters)     307.72  (feet)  COMP
 EW9455  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 EW9455
 EW9455  VERT ORDER  -  FIRST     CLASS II
 EW9455
 EW9455.The horizontal coordinates were scaled from a topographic map and have
 EW9455.an estimated accuracy of +/- 6 seconds.
 EW9455
 EW9455.The orthometric height was determined by differential leveling
 EW9455.and adjusted in June 1991.
 EW9455
 EW9455.The geoid height was determined by GEOID03.
 EW9455
 EW9455.The dynamic height is computed by dividing the NAVD 88
 EW9455.geopotential number by the normal gravity value computed on the
 EW9455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9455.degrees latitude (g = 980.6199 gals.).
 EW9455
 EW9455.The modeled gravity was interpolated from observed gravity values.
 EW9455
 EW9455;                    North         East    Units  Estimated Accuracy
 EW9455;SPC CA 5     -   563,010.    1,979,230.      MT  (+/- 180 meters Scaled)
 EW9455
 EW9455                          SUPERSEDED SURVEY CONTROL
 EW9455
 EW9455.No superseded survey control is available for this station.
 EW9455
 EW9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869703(NAD 83)
 EW9455_MARKER: N = NAIL
 EW9455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EW9455_SP_SET: TOWER FOOTING
 EW9455_MARK LOGO: CADPW 
 EW9455_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9455+STABILITY: SURFACE MOTION
 EW9455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9455+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1989
 EW9455
 EW9455  HISTORY     - Date     Condition        Report By
 EW9455  HISTORY     - UNK      MONUMENTED       CADPW
 EW9455  HISTORY     - 19890519 GOOD             NGS
 EW9455
 EW9455                          STATION DESCRIPTION
 EW9455
 EW9455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9455'IN LOS ANGELES AT THE INTERSECTION OF MAIN STREET AND WILHARDT ST AT
 EW9455'THE WEST END OF THE LOS ANGELES RIVER BRIDGE SET IN TOP OF THE
 EW9455'CONCRETE FOOTING OF THE SOUTHWEST LEG OF A POWER LINE TOWER
 EW9455'85.1M(279.2FT) E OF THE EXTENDED CENTER OF WILHARDT STREET
 EW9455'19.8M(65.0FT) W OF THE WEST WALL OF THE LOS ANGELES RIVER FLOOD
 EW9455'CONTROL 17.4M(57.1FT) N OF THE CENTERLINE OF MAIN STREET AND
 EW9455'0.1M(0.3FT) SW OFTHE METAL LEG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9456 ***********************************************************************
 EW9456  DESIGNATION -  12 04510
 EW9456  PID         -  EW9456
 EW9456  STATE/COUNTY-  CA/LOS ANGELES
 EW9456  USGS QUAD   -  LOS ANGELES (1994)
 EW9456
 EW9456                         *CURRENT SURVEY CONTROL
 EW9456  ___________________________________________________________________
 EW9456* NAD 83(1986)-  34 03 48.     (N)    118 14 01.     (W)     SCALED    
 EW9456* NAVD 88     -        89.859  (meters)     294.81   (feet)  ADJUSTED  
 EW9456  ___________________________________________________________________
 EW9456  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW9456  DYNAMIC HT  -          89.763 (meters)     294.50  (feet)  COMP
 EW9456  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 EW9456
 EW9456  VERT ORDER  -  FIRST     CLASS II
 EW9456
 EW9456.The horizontal coordinates were scaled from a topographic map and have
 EW9456.an estimated accuracy of +/- 6 seconds.
 EW9456
 EW9456.The orthometric height was determined by differential leveling
 EW9456.and adjusted in June 1991.
 EW9456
 EW9456.The geoid height was determined by GEOID03.
 EW9456
 EW9456.The dynamic height is computed by dividing the NAVD 88
 EW9456.geopotential number by the normal gravity value computed on the
 EW9456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9456.degrees latitude (g = 980.6199 gals.).
 EW9456
 EW9456.The modeled gravity was interpolated from observed gravity values.
 EW9456
 EW9456;                    North         East    Units  Estimated Accuracy
 EW9456;SPC CA 5     -   562,510.    1,978,430.      MT  (+/- 180 meters Scaled)
 EW9456
 EW9456                          SUPERSEDED SURVEY CONTROL
 EW9456
 EW9456.No superseded survey control is available for this station.
 EW9456
 EW9456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861698(NAD 83)
 EW9456_MARKER: B = BOLT
 EW9456_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9456_SP_SET: CURB
 EW9456_MARK LOGO: CADPW 
 EW9456_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9456+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1989
 EW9456
 EW9456  HISTORY     - Date     Condition        Report By
 EW9456  HISTORY     - UNK      MONUMENTED       CADPW
 EW9456  HISTORY     - 19890519 GOOD             NGS
 EW9456
 EW9456                          STATION DESCRIPTION
 EW9456
 EW9456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9456'IN LOS ANGELES AT THE INTERSECTION OF MAIN STREET AND ROUNDOUT STREET
 EW9456'IS A STEEL SPIKE SET IN TOP OF THE SOUTH CORNER OF A 7 X 5 FOOT
 EW9456'CONCRETE CATCH BASIN 10.9M(35.8FT) NE OF THE CENTER OF ROUNDOUT ST
 EW9456'8.6M(28.2FT) NW OF THE CENTERLINE OF MAIN STREET 3.0M(9.8FT) E OF A
 EW9456'UTILITY POLE NUMBER 59175M AND 0.3M(1.0FT) ABOVE MAIN STREET SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1149 ***********************************************************************
 EW1149  DESIGNATION -  12 04530 C OF LA
 EW1149  PID         -  EW1149
 EW1149  STATE/COUNTY-  CA/LOS ANGELES
 EW1149  USGS QUAD   -  LOS ANGELES (1994)
 EW1149
 EW1149                         *CURRENT SURVEY CONTROL
 EW1149  ___________________________________________________________________
 EW1149* NAD 83(1986)-  34 03 47.     (N)    118 14 09.     (W)     SCALED    
 EW1149* NAVD 88     -        88.92   (+/-2cm)     291.7    (feet)  VERTCON   
 EW1149  ___________________________________________________________________
 EW1149  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW1149  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1149
 EW1149.The horizontal coordinates were scaled from a topographic map and have
 EW1149.an estimated accuracy of +/- 6 seconds.
 EW1149
 EW1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1149.The vertical order pertains to the NGVD 29 superseded value.
 EW1149
 EW1149.The geoid height was determined by GEOID03.
 EW1149
 EW1149;                    North         East    Units  Estimated Accuracy
 EW1149;SPC CA 5     -   562,480.    1,978,230.      MT  (+/- 180 meters Scaled)
 EW1149
 EW1149                          SUPERSEDED SURVEY CONTROL
 EW1149
 EW1149  NGVD 29 (??/??/92)   88.139  (m)          289.17   (f) ADJ UNCH    1 1
 EW1149
 EW1149.Superseded values are not recommended for survey control.
 EW1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1149.See file dsdata.txt to determine how the superseded data were derived.
 EW1149
 EW1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859698(NAD 83)
 EW1149_MARKER: DD = SURVEY DISK
 EW1149_SETTING: 0 = UNSPECIFIED SETTING
 EW1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1149
 EW1149  HISTORY     - Date     Condition        Report By
 EW1149  HISTORY     - UNK      MONUMENTED       CA1980
 EW1149  HISTORY     - 1968     GOOD             CA1980
 EW1149  HISTORY     - 1971     GOOD             CA1980
 EW1149
 EW1149                          STATION DESCRIPTION
 EW1149
 EW1149'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1149'AT LOS ANGELES.
 EW1149'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF COLLEGE STREET,
 EW1149'11 FEET EAST OF THE PROLONGATION OF THE WEST CURB LINE OF
 EW1149'NORTH MAIN STREET.
 EW1149
 EW1149                          STATION RECOVERY (1971)
 EW1149
 EW1149'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1148 ***********************************************************************
 EW1148  DESIGNATION -  12 04550 C OF LA
 EW1148  PID         -  EW1148
 EW1148  STATE/COUNTY-  CA/LOS ANGELES
 EW1148  USGS QUAD   -  LOS ANGELES (1994)
 EW1148
 EW1148                         *CURRENT SURVEY CONTROL
 EW1148  ___________________________________________________________________
 EW1148* NAD 83(1986)-  34 03 39.     (N)    118 14 07.     (W)     SCALED    
 EW1148* NAVD 88     -        87.52   (+/-2cm)     287.1    (feet)  VERTCON   
 EW1148  ___________________________________________________________________
 EW1148  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW1148  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1148
 EW1148.The horizontal coordinates were scaled from a topographic map and have
 EW1148.an estimated accuracy of +/- 6 seconds.
 EW1148
 EW1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1148.The vertical order pertains to the NGVD 29 superseded value.
 EW1148
 EW1148.The geoid height was determined by GEOID03.
 EW1148
 EW1148;                    North         East    Units  Estimated Accuracy
 EW1148;SPC CA 5     -   562,240.    1,978,280.      MT  (+/- 180 meters Scaled)
 EW1148
 EW1148                          SUPERSEDED SURVEY CONTROL
 EW1148
 EW1148  NGVD 29 (??/??/92)   86.736  (m)          284.57   (f) ADJ UNCH    1 1
 EW1148
 EW1148.Superseded values are not recommended for survey control.
 EW1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1148.See file dsdata.txt to determine how the superseded data were derived.
 EW1148
 EW1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860695(NAD 83)
 EW1148_MARKER: DD = SURVEY DISK
 EW1148_SETTING: 0 = UNSPECIFIED SETTING
 EW1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1148
 EW1148  HISTORY     - Date     Condition        Report By
 EW1148  HISTORY     - UNK      MONUMENTED       CA1980
 EW1148  HISTORY     - 1968     GOOD             CA1980
 EW1148  HISTORY     - 1971     GOOD             CA1980
 EW1148
 EW1148                          STATION DESCRIPTION
 EW1148
 EW1148'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1148'AT LOS ANGELES.
 EW1148'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF VIGNES STREET,
 EW1148'11.2 FEET EAST OF THE PROLONGATION OF THE WEST CURB LINE OF
 EW1148'NORTH MAIN STREET.
 EW1148
 EW1148                          STATION RECOVERY (1971)
 EW1148
 EW1148'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1147 ***********************************************************************
 EW1147  DESIGNATION -  12 04570 C OF LA
 EW1147  PID         -  EW1147
 EW1147  STATE/COUNTY-  CA/LOS ANGELES
 EW1147  USGS QUAD   -  LOS ANGELES (1994)
 EW1147
 EW1147                         *CURRENT SURVEY CONTROL
 EW1147  ___________________________________________________________________
 EW1147* NAD 83(1986)-  34 03 39.     (N)    118 14 07.     (W)     SCALED    
 EW1147* NAVD 88     -        88.25   (+/-2cm)     289.5    (feet)  VERTCON   
 EW1147  ___________________________________________________________________
 EW1147  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW1147  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1147
 EW1147.The horizontal coordinates were scaled from a topographic map and have
 EW1147.an estimated accuracy of +/- 6 seconds.
 EW1147
 EW1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1147.The vertical order pertains to the NGVD 29 superseded value.
 EW1147
 EW1147.The geoid height was determined by GEOID03.
 EW1147
 EW1147;                    North         East    Units  Estimated Accuracy
 EW1147;SPC CA 5     -   562,240.    1,978,280.      MT  (+/- 180 meters Scaled)
 EW1147
 EW1147                          SUPERSEDED SURVEY CONTROL
 EW1147
 EW1147  NGVD 29 (??/??/92)   87.464  (m)          286.95   (f) ADJ UNCH    1 1
 EW1147
 EW1147.Superseded values are not recommended for survey control.
 EW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1147.See file dsdata.txt to determine how the superseded data were derived.
 EW1147
 EW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860695(NAD 83)
 EW1147_MARKER: S = SPIKE
 EW1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1147_SP_SET: CURB
 EW1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1147
 EW1147  HISTORY     - Date     Condition        Report By
 EW1147  HISTORY     - UNK      MONUMENTED       CA1980
 EW1147  HISTORY     - 1968     GOOD             CA1980
 EW1147
 EW1147                          STATION DESCRIPTION
 EW1147
 EW1147'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1147'AT LOS ANGELES.
 EW1147'CUT SPIKE IN THE SOUTH CURB OF VIGNES STREET, 20 FEET EAST
 EW1147'OF THE BEGINNING OF CURB RETURN EAST OF NORTH MAIN STREET
 EW1147'IN THE WEST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1145 ***********************************************************************
 EW1145  DESIGNATION -  12 04610 C OF LA
 EW1145  PID         -  EW1145
 EW1145  STATE/COUNTY-  CA/LOS ANGELES
 EW1145  USGS QUAD   -  LOS ANGELES (1994)
 EW1145
 EW1145                         *CURRENT SURVEY CONTROL
 EW1145  ___________________________________________________________________
 EW1145* NAD 83(1986)-  34 03 32.     (N)    118 14 13.     (W)     SCALED    
 EW1145* NAVD 88     -        86.04   (+/-2cm)     282.3    (feet)  VERTCON   
 EW1145  ___________________________________________________________________
 EW1145  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 EW1145  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1145
 EW1145.The horizontal coordinates were scaled from a topographic map and have
 EW1145.an estimated accuracy of +/- 6 seconds.
 EW1145
 EW1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1145.The vertical order pertains to the NGVD 29 superseded value.
 EW1145
 EW1145.The geoid height was determined by GEOID03.
 EW1145
 EW1145;                    North         East    Units  Estimated Accuracy
 EW1145;SPC CA 5     -   562,020.    1,978,130.      MT  (+/- 180 meters Scaled)
 EW1145
 EW1145                          SUPERSEDED SURVEY CONTROL
 EW1145
 EW1145  NGVD 29 (??/??/92)   85.254  (m)          279.70   (f) ADJ UNCH    1 1
 EW1145
 EW1145.Superseded values are not recommended for survey control.
 EW1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1145.See file dsdata.txt to determine how the superseded data were derived.
 EW1145
 EW1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT858693(NAD 83)
 EW1145_MARKER: S = SPIKE
 EW1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1145_SP_SET: CURB
 EW1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1145
 EW1145  HISTORY     - Date     Condition        Report By
 EW1145  HISTORY     - UNK      MONUMENTED       CA1980
 EW1145  HISTORY     - 1968     GOOD             CA1980
 EW1145  HISTORY     - 1971     GOOD             CA1980
 EW1145
 EW1145                          STATION DESCRIPTION
 EW1145
 EW1145'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1145'AT LOS ANGELES.
 EW1145'CUT SPIKE IN THE WEST CURB OF ALAMEDA STREET, 6 FEET NORTH OF
 EW1145'THE NORTH PROPERTY LINE OF ORD STREET, IN THE SOUTH END OF A
 EW1145'CATCH BASIN.
 EW1145
 EW1145                          STATION RECOVERY (1971)
 EW1145
 EW1145'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9457 ***********************************************************************
 EW9457  DESIGNATION -  12 04629
 EW9457  PID         -  EW9457
 EW9457  STATE/COUNTY-  CA/LOS ANGELES
 EW9457  USGS QUAD   -  LOS ANGELES (1994)
 EW9457
 EW9457                         *CURRENT SURVEY CONTROL
 EW9457  ___________________________________________________________________
 EW9457* NAD 83(1986)-  34 03 34.     (N)    118 14 17.     (W)     SCALED    
 EW9457* NAVD 88     -        88.066  (meters)     288.93   (feet)  ADJUSTED  
 EW9457  ___________________________________________________________________
 EW9457  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 EW9457  DYNAMIC HT  -          87.972 (meters)     288.62  (feet)  COMP
 EW9457  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 EW9457
 EW9457  VERT ORDER  -  FIRST     CLASS II
 EW9457
 EW9457.The horizontal coordinates were scaled from a topographic map and have
 EW9457.an estimated accuracy of +/- 6 seconds.
 EW9457
 EW9457.The orthometric height was determined by differential leveling
 EW9457.and adjusted in June 1991.
 EW9457
 EW9457.The geoid height was determined by GEOID03.
 EW9457
 EW9457.The dynamic height is computed by dividing the NAVD 88
 EW9457.geopotential number by the normal gravity value computed on the
 EW9457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9457.degrees latitude (g = 980.6199 gals.).
 EW9457
 EW9457.The modeled gravity was interpolated from observed gravity values.
 EW9457
 EW9457;                    North         East    Units  Estimated Accuracy
 EW9457;SPC CA 5     -   562,080.    1,978,020.      MT  (+/- 180 meters Scaled)
 EW9457
 EW9457                          SUPERSEDED SURVEY CONTROL
 EW9457
 EW9457.No superseded survey control is available for this station.
 EW9457
 EW9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT857694(NAD 83)
 EW9457_MARKER: B = BOLT
 EW9457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9457_SP_SET: CONCRETE POST
 EW9457_MARK LOGO: CADPW 
 EW9457_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9457+STABILITY: SURFACE MOTION
 EW9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9457+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1989
 EW9457
 EW9457  HISTORY     - Date     Condition        Report By
 EW9457  HISTORY     - UNK      MONUMENTED       CADPW
 EW9457  HISTORY     - 19890519 GOOD             NGS
 EW9457
 EW9457                          STATION DESCRIPTION
 EW9457
 EW9457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9457'IN LOS ANGELES AT THE INTERSECTION OF MAIN STREET AND MACY STREET, A
 EW9457'I-INCH ALUMINUM BOLT SET IN CONCRETE INSIDE AN 8-INCH IRON PIPE UNDER
 EW9457'A CAST IRON COVER MARKED CITY OF LOS ANGELES ENGINEERING MONUMENT
 EW9457'13.1M(43.0FT) S OF THE CENTER OF MACY ST 11.5M(37.7FT) SE OF THE
 EW9457'CENTER OF MAIN ST 1.9M(6.2FT) W OF A SIGNAL LIGHT POLE AND LEVEL WITH
 EW9457'THE STREET SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1144 ***********************************************************************
 EW1144  DESIGNATION -  12 04629 C OF LA
 EW1144  PID         -  EW1144
 EW1144  STATE/COUNTY-  CA/LOS ANGELES
 EW1144  USGS QUAD   -  LOS ANGELES (1994)
 EW1144
 EW1144                         *CURRENT SURVEY CONTROL
 EW1144  ___________________________________________________________________
 EW1144* NAD 83(1986)-  34 03 29.     (N)    118 14 17.     (W)     SCALED    
 EW1144* NAVD 88     -        88.13   (+/-2cm)     289.1    (feet)  VERTCON   
 EW1144  ___________________________________________________________________
 EW1144  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EW1144  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1144
 EW1144.The horizontal coordinates were scaled from a topographic map and have
 EW1144.an estimated accuracy of +/- 6 seconds.
 EW1144
 EW1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1144.The vertical order pertains to the NGVD 29 superseded value.
 EW1144
 EW1144.The geoid height was determined by GEOID03.
 EW1144
 EW1144;                    North         East    Units  Estimated Accuracy
 EW1144;SPC CA 5     -   561,930.    1,978,020.      MT  (+/- 180 meters Scaled)
 EW1144
 EW1144                          SUPERSEDED SURVEY CONTROL
 EW1144
 EW1144  NGVD 29 (??/??/92)   87.351  (m)          286.58   (f) ADJ UNCH    1 1
 EW1144
 EW1144.Superseded values are not recommended for survey control.
 EW1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1144.See file dsdata.txt to determine how the superseded data were derived.
 EW1144
 EW1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT857692(NAD 83)
 EW1144_MARKER: DD = SURVEY DISK
 EW1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1144_SP_SET: SIDEWALK
 EW1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1144
 EW1144  HISTORY     - Date     Condition        Report By
 EW1144  HISTORY     - UNK      MONUMENTED       CA1980
 EW1144  HISTORY     - 1968     GOOD             CA1980
 EW1144
 EW1144                          STATION DESCRIPTION
 EW1144
 EW1144'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1144'AT LOS ANGELES.
 EW1144'STANDARD SURVEY MONUMENT IN THE INTERSECTION OF MAIN STREET
 EW1144'AND MACY STREET, IN THE SOUTHEAST RETURN, BELOW THE CONCRETE
 EW1144'SIDEWALK, UNDER A CAST IRON MONUMENT COVER, 5 FEET WEST OF THE
 EW1144'EAST PROPERTY LINE OF MAIN STREET, 5 FEET NORTH OF THE SOUTH
 EW1144'PROPERTY LINE OF MACY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1079 ***********************************************************************
 EW1079  DESIGNATION -  12 04690 C OF LA
 EW1079  PID         -  EW1079
 EW1079  STATE/COUNTY-  CA/LOS ANGELES
 EW1079  USGS QUAD   -  LOS ANGELES (1994)
 EW1079
 EW1079                         *CURRENT SURVEY CONTROL
 EW1079  ___________________________________________________________________
 EW1079* NAD 83(1986)-  34 03 15.     (N)    118 14 30.     (W)     SCALED    
 EW1079* NAVD 88     -        88.77   (+/-2cm)     291.2    (feet)  VERTCON   
 EW1079  ___________________________________________________________________
 EW1079  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EW1079  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1079
 EW1079.The horizontal coordinates were scaled from a topographic map and have
 EW1079.an estimated accuracy of +/- 6 seconds.
 EW1079
 EW1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1079.The vertical order pertains to the NGVD 29 superseded value.
 EW1079
 EW1079.The geoid height was determined by GEOID03.
 EW1079
 EW1079;                    North         East    Units  Estimated Accuracy
 EW1079;SPC CA 5     -   561,500.    1,977,690.      MT  (+/- 180 meters Scaled)
 EW1079
 EW1079                          SUPERSEDED SURVEY CONTROL
 EW1079
 EW1079  NGVD 29 (??/??/92)   87.987  (m)          288.67   (f) ADJ UNCH    1 1
 EW1079
 EW1079.Superseded values are not recommended for survey control.
 EW1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1079.See file dsdata.txt to determine how the superseded data were derived.
 EW1079
 EW1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854688(NAD 83)
 EW1079_MARKER: Z = SEE DESCRIPTION
 EW1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1079+STABILITY: SURFACE MOTION
 EW1079
 EW1079  HISTORY     - Date     Condition        Report By
 EW1079  HISTORY     - UNK      MONUMENTED       CA1980
 EW1079  HISTORY     - 1969     GOOD             CA1980
 EW1079
 EW1079                          STATION DESCRIPTION
 EW1079
 EW1079'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1079'AT LOS ANGELES.
 EW1079'STANDARD SURVEY MONUMENT, 30 FEET NORTH OF SOUTH CURB LINE OF
 EW1079'TEMPLE STREET, 17 FEET EAST OF WEST CURB LINE OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1153 ***********************************************************************
 EW1153  DESIGNATION -  12 04750
 EW1153  PID         -  EW1153
 EW1153  STATE/COUNTY-  CA/LOS ANGELES
 EW1153  USGS QUAD   -  LOS ANGELES (1994)
 EW1153
 EW1153                         *CURRENT SURVEY CONTROL
 EW1153  ___________________________________________________________________
 EW1153* NAD 83(1986)-  34 04 14.     (N)    118 13 30.     (W)     SCALED    
 EW1153* NAVD 88     -        96.238  (meters)     315.74   (feet)  ADJUSTED  
 EW1153  ___________________________________________________________________
 EW1153  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1153  DYNAMIC HT  -          96.136 (meters)     315.41  (feet)  COMP
 EW1153  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 EW1153
 EW1153  VERT ORDER  -  FIRST     CLASS I
 EW1153
 EW1153.The horizontal coordinates were scaled from a topographic map and have
 EW1153.an estimated accuracy of +/- 6 seconds.
 EW1153
 EW1153.The orthometric height was determined by differential leveling
 EW1153.and adjusted in June 1995.
 EW1153
 EW1153.The geoid height was determined by GEOID03.
 EW1153
 EW1153.The dynamic height is computed by dividing the NAVD 88
 EW1153.geopotential number by the normal gravity value computed on the
 EW1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1153.degrees latitude (g = 980.6199 gals.).
 EW1153
 EW1153.The modeled gravity was interpolated from observed gravity values.
 EW1153
 EW1153;                    North         East    Units  Estimated Accuracy
 EW1153;SPC CA 5     -   563,310.    1,979,230.      MT  (+/- 180 meters Scaled)
 EW1153
 EW1153                          SUPERSEDED SURVEY CONTROL
 EW1153
 EW1153  NAVD 88 (06/15/91)   96.259  (m)          315.81   (f) UNKNOWN     1 1
 EW1153  NGVD 29 (??/??/92)   95.50   (m)          313.3    (f) COMPUTED    1 1
 EW1153
 EW1153.Superseded values are not recommended for survey control.
 EW1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1153.See file dsdata.txt to determine how the superseded data were derived.
 EW1153
 EW1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869706(NAD 83)
 EW1153_MARKER: S = SPIKE
 EW1153_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW1153+WITH SETTING: PAVEMENT
 EW1153_SP_SET: LAMP POST FOOTING
 EW1153_MARK LOGO: NONE  
 EW1153_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1153+STABILITY: SURFACE MOTION
 EW1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1153+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1153
 EW1153  HISTORY     - Date     Condition        Report By
 EW1153  HISTORY     - UNK      MONUMENTED       CA1980
 EW1153  HISTORY     - 1968     GOOD             CA1980
 EW1153  HISTORY     - 1971     GOOD             CA1980
 EW1153  HISTORY     - 19890526 GOOD             NGS
 EW1153  HISTORY     - 19940724 GOOD             NGS
 EW1153
 EW1153                          STATION DESCRIPTION
 EW1153
 EW1153'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1153'AT LOS ANGELES.
 EW1153'CUT SPIKE IN THE TOP OF THE CONCRETE LEDGE WHICH IS THE BASE
 EW1153'FOR AN ELECTROLIER, AT ITS NORTHWEST SIDE, ABOUT 2 FEET ABOVE
 EW1153'THE CURB AT THE NORTHWEST SIDE OF THE NORTH SPRING STREET BRIDGE
 EW1153'OVER THE LOS ANGELES RIVER, 12.9 FEET NORTHEAST OF THE
 EW1153'SOUTHWEST END OF THE BRIDGE, NEAR THE SOUTHWEST SIDE OF AURORA
 EW1153'STREET.
 EW1153
 EW1153                          STATION RECOVERY (1971)
 EW1153
 EW1153'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1153'RECOVERED IN GOOD CONDITION.
 EW1153
 EW1153                          STATION RECOVERY (1989)
 EW1153
 EW1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1153'AT LOS ANGELES, AT THE JUNCTION OF AURORA STREET AND SPRING STREET,
 EW1153'IN TOP OF A CONCRETE LEDGE OF A FOOTING FOR A UTILITY LIGHT POLE IN
 EW1153'THE CONCRETE GUARD RAINING OF SPRING STREET BRIDGE SPANNING THE
 EW1153'SOUTHERN PACIFIC RAILROAD, 20.0 M (65.6 FT) SW OF THE SW CORNER OF
 EW1153'BUILDING AT 1731-3 N. SPRING STREET, 8.0 M (26.2 FT) SW OF THE C/L
 EW1153'OF SPRING STREET, 7.1 M (23.3 FT) NE OF THE CENTER OF AURORA STREET,
 EW1153'3.8 M (12.5 FT) NE OF THE SW END OF THE BRIDGE.
 EW1153
 EW1153                          STATION RECOVERY (1994)
 EW1153
 EW1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1153'IN LOS ANGELES, AT THE INTERSECTION OF NORTH SPRING AND AURORA
 EW1153'STREETS, A SPIKE NEAR THE CENTER OF THE NORTHWEST EDGE OF THE CONCRETE
 EW1153'FOOTING OF A LAMP POST ON THE NORTH SPRING STREET BRIDGE SPANNING THE
 EW1153'LOS ANGELES RIVER, 19.8 M (65.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 EW1153'OF BUILDING NUMBER 1731, 8.4 M (27.6 FT) NORTHWEST OF THE CENTER OF
 EW1153'NORTH SPRING STREET, 3.9 M (12.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 EW1153'A CONCRETE GUARDRAIL, 3.6 M (11.8 FT) NORTHEAST OF THE CENTER OF
 EW1153'AURORA STREET, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF AURORA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1152 ***********************************************************************
 EW1152  DESIGNATION -  12 04770 C OF LA
 EW1152  PID         -  EW1152
 EW1152  STATE/COUNTY-  CA/LOS ANGELES
 EW1152  USGS QUAD   -  LOS ANGELES (1994)
 EW1152
 EW1152                         *CURRENT SURVEY CONTROL
 EW1152  ___________________________________________________________________
 EW1152* NAD 83(1986)-  34 04 14.     (N)    118 13 31.     (W)     SCALED    
 EW1152* NAVD 88     -        96.13   (+/-2cm)     315.4    (feet)  VERTCON   
 EW1152  ___________________________________________________________________
 EW1152  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1152  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1152
 EW1152.The horizontal coordinates were scaled from a topographic map and have
 EW1152.an estimated accuracy of +/- 6 seconds.
 EW1152
 EW1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1152.The vertical order pertains to the NGVD 29 superseded value.
 EW1152
 EW1152.The geoid height was determined by GEOID03.
 EW1152
 EW1152;                    North         East    Units  Estimated Accuracy
 EW1152;SPC CA 5     -   563,310.    1,979,210.      MT  (+/- 180 meters Scaled)
 EW1152
 EW1152                          SUPERSEDED SURVEY CONTROL
 EW1152
 EW1152  NGVD 29 (??/??/92)   95.344  (m)          312.81   (f) ADJ UNCH    1 1
 EW1152
 EW1152.Superseded values are not recommended for survey control.
 EW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1152.See file dsdata.txt to determine how the superseded data were derived.
 EW1152
 EW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869706(NAD 83)
 EW1152_MARKER: S = SPIKE
 EW1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1152_SP_SET: CONCRETE BASE
 EW1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1152
 EW1152  HISTORY     - Date     Condition        Report By
 EW1152  HISTORY     - UNK      MONUMENTED       CA1980
 EW1152  HISTORY     - 1968     GOOD             CA1980
 EW1152
 EW1152                          STATION DESCRIPTION
 EW1152
 EW1152'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1152'AT LOS ANGELES.
 EW1152'WIRE SPIKE IN THE CONCRETE BASE FOR THE HANDRAIL ON THE NORTHWEST
 EW1152'SIDE, NEAR THE SOUTHWEST END, OF THE NORTH SPRING STREET
 EW1152'BRIDGE OVER THE LOS ANGELES RIVER, 3 FEET NORTHEAST OF THE
 EW1152'BEGINNING OF THE CURB RETURN OF THE NORTHWEST CURB OF NORTH
 EW1152'SPRING STREET, AT THE SOUTHWEST END OF THE BRIDGE WALKWAY
 EW1152'(NEAR THE SOUTH SIDE OF AURORA STREE WHICH PASSES UNDER THE
 EW1152'BRIDGE NEAR ITS SOUTHWESTERLY END).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1132 ***********************************************************************
 EW1132  DESIGNATION -  12 04814 C OF LA
 EW1132  PID         -  EW1132
 EW1132  STATE/COUNTY-  CA/LOS ANGELES
 EW1132  USGS QUAD   -  LOS ANGELES (1994)
 EW1132
 EW1132                         *CURRENT SURVEY CONTROL
 EW1132  ___________________________________________________________________
 EW1132* NAD 83(1986)-  34 03 57.     (N)    118 14 00.     (W)     SCALED    
 EW1132* NAVD 88     -        91.21   (+/-2cm)     299.2    (feet)  VERTCON   
 EW1132  ___________________________________________________________________
 EW1132  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW1132  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1132
 EW1132.The horizontal coordinates were scaled from a topographic map and have
 EW1132.an estimated accuracy of +/- 6 seconds.
 EW1132
 EW1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1132.The vertical order pertains to the NGVD 29 superseded value.
 EW1132
 EW1132.The geoid height was determined by GEOID03.
 EW1132
 EW1132;                    North         East    Units  Estimated Accuracy
 EW1132;SPC CA 5     -   562,790.    1,978,460.      MT  (+/- 180 meters Scaled)
 EW1132
 EW1132                          SUPERSEDED SURVEY CONTROL
 EW1132
 EW1132  NGVD 29 (??/??/92)   90.431  (m)          296.69   (f) ADJ UNCH    1 1
 EW1132
 EW1132.Superseded values are not recommended for survey control.
 EW1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1132.See file dsdata.txt to determine how the superseded data were derived.
 EW1132
 EW1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861701(NAD 83)
 EW1132_MARKER: S = SPIKE
 EW1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1132_SP_SET: CURB
 EW1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1132
 EW1132  HISTORY     - Date     Condition        Report By
 EW1132  HISTORY     - UNK      MONUMENTED       CA1980
 EW1132  HISTORY     - 1968     GOOD             CA1980
 EW1132  HISTORY     - 1971     GOOD             CA1980
 EW1132
 EW1132                          STATION DESCRIPTION
 EW1132
 EW1132'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1132'AT LOS ANGELES.
 EW1132'SQUARE SPIKE IN THE EAST CURB OF NORTH SPRING STREET, 5.5 FEET
 EW1132'SOUTH OF THE SOUTH PROPERTY LINE OF SOTELLO STREET.
 EW1132
 EW1132                          STATION RECOVERY (1971)
 EW1132
 EW1132'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1133 ***********************************************************************
 EW1133  DESIGNATION -  12 04830 C OF LA
 EW1133  PID         -  EW1133
 EW1133  STATE/COUNTY-  CA/LOS ANGELES
 EW1133  USGS QUAD   -  LOS ANGELES (1994)
 EW1133
 EW1133                         *CURRENT SURVEY CONTROL
 EW1133  ___________________________________________________________________
 EW1133* NAD 83(1986)-  34 03 58.     (N)    118 13 57.     (W)     SCALED    
 EW1133* NAVD 88     -        90.22   (+/-2cm)     296.0    (feet)  VERTCON   
 EW1133  ___________________________________________________________________
 EW1133  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW1133  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1133
 EW1133.The horizontal coordinates were scaled from a topographic map and have
 EW1133.an estimated accuracy of +/- 6 seconds.
 EW1133
 EW1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1133.The vertical order pertains to the NGVD 29 superseded value.
 EW1133
 EW1133.The geoid height was determined by GEOID03.
 EW1133
 EW1133;                    North         East    Units  Estimated Accuracy
 EW1133;SPC CA 5     -   562,820.    1,978,540.      MT  (+/- 180 meters Scaled)
 EW1133
 EW1133                          SUPERSEDED SURVEY CONTROL
 EW1133
 EW1133  NGVD 29 (??/??/92)   89.434  (m)          293.42   (f) ADJ UNCH    1 1
 EW1133
 EW1133.Superseded values are not recommended for survey control.
 EW1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1133.See file dsdata.txt to determine how the superseded data were derived.
 EW1133
 EW1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862701(NAD 83)
 EW1133_MARKER: S = SPIKE
 EW1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1133_SP_SET: CURB
 EW1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1133
 EW1133  HISTORY     - Date     Condition        Report By
 EW1133  HISTORY     - UNK      MONUMENTED       CA1980
 EW1133  HISTORY     - 1968     GOOD             CA1980
 EW1133
 EW1133                          STATION DESCRIPTION
 EW1133
 EW1133'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1133'AT LOS ANGELES.
 EW1133'WIRE SPIKE IN THE EAST CURB OF NORTH SPRING STREET, 6.5 FEET
 EW1133'NORTH OF THE NORTH PROPERTY LINE OF ELMYRA STREET, IN THE
 EW1133'SOUTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1150 ***********************************************************************
 EW1150  DESIGNATION -  12 04850 C OF LA
 EW1150  PID         -  EW1150
 EW1150  STATE/COUNTY-  CA/LOS ANGELES
 EW1150  USGS QUAD   -  LOS ANGELES (1994)
 EW1150
 EW1150                         *CURRENT SURVEY CONTROL
 EW1150  ___________________________________________________________________
 EW1150* NAD 83(1986)-  34 03 47.     (N)    118 14 10.     (W)     SCALED    
 EW1150* NAVD 88     -        88.38   (+/-2cm)     290.0    (feet)  VERTCON   
 EW1150  ___________________________________________________________________
 EW1150  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW1150  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1150
 EW1150.The horizontal coordinates were scaled from a topographic map and have
 EW1150.an estimated accuracy of +/- 6 seconds.
 EW1150
 EW1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1150.The vertical order pertains to the NGVD 29 superseded value.
 EW1150
 EW1150.The geoid height was determined by GEOID03.
 EW1150
 EW1150;                    North         East    Units  Estimated Accuracy
 EW1150;SPC CA 5     -   562,480.    1,978,200.      MT  (+/- 180 meters Scaled)
 EW1150
 EW1150                          SUPERSEDED SURVEY CONTROL
 EW1150
 EW1150  NGVD 29 (??/??/92)   87.594  (m)          287.38   (f) ADJ UNCH    1 1
 EW1150
 EW1150.Superseded values are not recommended for survey control.
 EW1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1150.See file dsdata.txt to determine how the superseded data were derived.
 EW1150
 EW1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859698(NAD 83)
 EW1150_MARKER: DD = SURVEY DISK
 EW1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1150_SP_SET: CATCH BASIN
 EW1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1150
 EW1150  HISTORY     - Date     Condition        Report By
 EW1150  HISTORY     - UNK      MONUMENTED       CA1980
 EW1150  HISTORY     - 1968     GOOD             CA1980
 EW1150
 EW1150                          STATION DESCRIPTION
 EW1150
 EW1150'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1150'AT LOS ANGELES.
 EW1150'WIRE SPIKE IN THE TOP OF THE SOUTH WALL OF A CATCH BASIN
 EW1150'IN NORTH SPRING STREET, 2 FEET EAST OF THE WEST CURB, 12.7
 EW1150'FEET NORTH OF THE PROLONGATION OF THE NORTH CURB LINE OF
 EW1150'COLLEGE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1325 ***********************************************************************
 EW1325  DESIGNATION -  12 05730 C OF LA
 EW1325  PID         -  EW1325
 EW1325  STATE/COUNTY-  CA/LOS ANGELES
 EW1325  USGS QUAD   -  HOLLYWOOD (1994)
 EW1325
 EW1325                         *CURRENT SURVEY CONTROL
 EW1325  ___________________________________________________________________
 EW1325* NAD 83(1986)-  34 01 42.     (N)    118 15 26.     (W)     SCALED    
 EW1325* NAVD 88     -        68.94   (+/-2cm)     226.2    (feet)  VERTCON   
 EW1325  ___________________________________________________________________
 EW1325  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EW1325  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1325
 EW1325.The horizontal coordinates were scaled from a topographic map and have
 EW1325.an estimated accuracy of +/- 6 seconds.
 EW1325
 EW1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1325.The vertical order pertains to the NGVD 29 superseded value.
 EW1325
 EW1325.The geoid height was determined by GEOID03.
 EW1325
 EW1325;                    North         East    Units  Estimated Accuracy
 EW1325;SPC CA 5     -   558,640.    1,976,240.      MT  (+/- 180 meters Scaled)
 EW1325
 EW1325                          SUPERSEDED SURVEY CONTROL
 EW1325
 EW1325  NGVD 29 (??/??/92)   68.165  (m)          223.64   (f) ADJ UNCH    1 1
 EW1325
 EW1325.Superseded values are not recommended for survey control.
 EW1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1325.See file dsdata.txt to determine how the superseded data were derived.
 EW1325
 EW1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT839660(NAD 83)
 EW1325_MARKER: Z = SEE DESCRIPTION
 EW1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1325+STABILITY: SURFACE MOTION
 EW1325
 EW1325  HISTORY     - Date     Condition        Report By
 EW1325  HISTORY     - UNK      MONUMENTED       CA1980
 EW1325  HISTORY     - 1969     GOOD             CA1980
 EW1325
 EW1325                          STATION DESCRIPTION
 EW1325
 EW1325'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1325'AT LOS ANGELES.
 EW1325'STANDARD SURVEY MONUMENT ON CENTER LINE OF WASHINGTON BOULEVARD,
 EW1325'9 FEET WEST OF WEST CURB LINE OF SAN PEDRO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1327 ***********************************************************************
 EW1327  DESIGNATION -  12 05755
 EW1327  PID         -  EW1327
 EW1327  STATE/COUNTY-  CA/LOS ANGELES
 EW1327  USGS QUAD   -  HOLLYWOOD (1994)
 EW1327
 EW1327                         *CURRENT SURVEY CONTROL
 EW1327  ___________________________________________________________________
 EW1327* NAD 83(1986)-  34 01 53.     (N)    118 15 17.     (W)     SCALED    
 EW1327* NAVD 88     -        70.888  (meters)     232.57   (feet)  ADJUSTED  
 EW1327  ___________________________________________________________________
 EW1327  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EW1327  DYNAMIC HT  -          70.812 (meters)     232.32  (feet)  COMP
 EW1327  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 EW1327
 EW1327  VERT ORDER  -  FIRST     CLASS I
 EW1327
 EW1327.The horizontal coordinates were scaled from a topographic map and have
 EW1327.an estimated accuracy of +/- 6 seconds.
 EW1327
 EW1327.The orthometric height was determined by differential leveling
 EW1327.and adjusted in June 1995.
 EW1327
 EW1327.The geoid height was determined by GEOID03.
 EW1327
 EW1327.The dynamic height is computed by dividing the NAVD 88
 EW1327.geopotential number by the normal gravity value computed on the
 EW1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1327.degrees latitude (g = 980.6199 gals.).
 EW1327
 EW1327.The modeled gravity was interpolated from observed gravity values.
 EW1327
 EW1327;                    North         East    Units  Estimated Accuracy
 EW1327;SPC CA 5     -   558,980.    1,976,480.      MT  (+/- 180 meters Scaled)
 EW1327
 EW1327                          SUPERSEDED SURVEY CONTROL
 EW1327
 EW1327  NAVD 88 (06/15/91)   70.907  (m)          232.63   (f) UNKNOWN     1 1
 EW1327  NGVD 29 (??/??/92)   70.129  (m)          230.08   (f) ADJ UNCH    1 1
 EW1327
 EW1327.Superseded values are not recommended for survey control.
 EW1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1327.See file dsdata.txt to determine how the superseded data were derived.
 EW1327
 EW1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT841663(NAD 83)
 EW1327_MARKER: S = SPIKE
 EW1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1327_SP_SET: CATCH BASIN
 EW1327_MARK LOGO: NONE  
 EW1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1327+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1327
 EW1327  HISTORY     - Date     Condition        Report By
 EW1327  HISTORY     - UNK      MONUMENTED       CA1980
 EW1327  HISTORY     - 1969     GOOD             CA1980
 EW1327  HISTORY     - 1976     GOOD             NGS
 EW1327  HISTORY     - 1978     GOOD             NGS
 EW1327  HISTORY     - 19890526 GOOD             NGS
 EW1327  HISTORY     - 19940724 GOOD             NGS
 EW1327
 EW1327                          STATION DESCRIPTION
 EW1327
 EW1327'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1327'AT LOS ANGELES.
 EW1327'WIRE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 5 FEET
 EW1327'NORTH OF BEGINNING OF CURB RETURN NORTH OF 14TH PLACE, NORTH
 EW1327'END OF CATCH BASIN.
 EW1327
 EW1327                          STATION RECOVERY (1976)
 EW1327
 EW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1327'AT LOS ANGELES, AT THE T JUNCTION OF SAN PEDRO STREET AND 14 TH PLACE,
 EW1327'A WIRE SPIKE IN TOP OF THE NORTH END OF A CATCH BASIN, AT THE EAST
 EW1327'CURB LINE OF SAN PEDRO STREET, 5 FT NORTH OF CURB RETURN NORTH OF 14
 EW1327'TH PLACE.
 EW1327
 EW1327                          STATION RECOVERY (1978)
 EW1327
 EW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1327'RECOVERED IN GOOD CONDITION.
 EW1327
 EW1327                          STATION RECOVERY (1989)
 EW1327
 EW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1327'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 EW1327'(0.7 FT) ABOVE THE STREET SURFACE.
 EW1327
 EW1327                          STATION RECOVERY (1994)
 EW1327
 EW1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1327'IN LOS ANGELES, AT THE INTERSECTION OF SAN PEDRO STREET AND 14TH
 EW1327'PLACE, A SPIKE NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN,
 EW1327'12.1 M (39.7 FT) NORTHEAST OF THE CENTER OF THE PLACE, 6.5 M (21.3 FT)
 EW1327'SOUTHEAST OF THE CENTERLINE OF THE NORTH-EASTBOUND LANES OF THE
 EW1327'STREET, 0.7 M (2.3 FT) SOUTHWEST OF A SIGNAL LIGHT POLE WITH A STREET
 EW1327'LIGHT ATTACHED, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1328 ***********************************************************************
 EW1328  DESIGNATION -  12 05760 C OF LA
 EW1328  PID         -  EW1328
 EW1328  STATE/COUNTY-  CA/LOS ANGELES
 EW1328  USGS QUAD   -  HOLLYWOOD (1994)
 EW1328
 EW1328                         *CURRENT SURVEY CONTROL
 EW1328  ___________________________________________________________________
 EW1328* NAD 83(1986)-  34 01 55.     (N)    118 15 13.     (W)     SCALED    
 EW1328* NAVD 88     -        71.32   (+/-2cm)     234.0    (feet)  VERTCON   
 EW1328  ___________________________________________________________________
 EW1328  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 EW1328  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1328
 EW1328.The horizontal coordinates were scaled from a topographic map and have
 EW1328.an estimated accuracy of +/- 6 seconds.
 EW1328
 EW1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1328.The vertical order pertains to the NGVD 29 superseded value.
 EW1328
 EW1328.The geoid height was determined by GEOID03.
 EW1328
 EW1328;                    North         East    Units  Estimated Accuracy
 EW1328;SPC CA 5     -   559,040.    1,976,580.      MT  (+/- 180 meters Scaled)
 EW1328
 EW1328                          SUPERSEDED SURVEY CONTROL
 EW1328
 EW1328  NGVD 29 (??/??/92)   70.541  (m)          231.43   (f) ADJ UNCH    1 1
 EW1328
 EW1328.Superseded values are not recommended for survey control.
 EW1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1328.See file dsdata.txt to determine how the superseded data were derived.
 EW1328
 EW1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT842664(NAD 83)
 EW1328_MARKER: Z = SEE DESCRIPTION
 EW1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1328+STABILITY: SURFACE MOTION
 EW1328
 EW1328  HISTORY     - Date     Condition        Report By
 EW1328  HISTORY     - UNK      MONUMENTED       CA1980
 EW1328  HISTORY     - 1969     GOOD             CA1980
 EW1328  HISTORY     - 1971     GOOD             CA1980
 EW1328
 EW1328                          STATION DESCRIPTION
 EW1328
 EW1328'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1328'AT LOS ANGELES.
 EW1328'STANDARD SURVEY MONUMENT ON CENTER LINE INTERSECTION OF SAN
 EW1328'PEDRO STREET AND PICO BOULEVARD FROM THE EAST.
 EW1328
 EW1328                          STATION RECOVERY (1971)
 EW1328
 EW1328'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1330 ***********************************************************************
 EW1330  DESIGNATION -  12 05779 C OF LA
 EW1330  PID         -  EW1330
 EW1330  STATE/COUNTY-  CA/LOS ANGELES
 EW1330  USGS QUAD   -  HOLLYWOOD (1994)
 EW1330
 EW1330                         *CURRENT SURVEY CONTROL
 EW1330  ___________________________________________________________________
 EW1330* NAD 83(1986)-  34 02 02.     (N)    118 15 10.     (W)     SCALED    
 EW1330* NAVD 88     -        72.04   (+/-2cm)     236.4    (feet)  VERTCON   
 EW1330  ___________________________________________________________________
 EW1330  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EW1330  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1330
 EW1330.The horizontal coordinates were scaled from a topographic map and have
 EW1330.an estimated accuracy of +/- 6 seconds.
 EW1330
 EW1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1330.The vertical order pertains to the NGVD 29 superseded value.
 EW1330
 EW1330.The geoid height was determined by GEOID03.
 EW1330
 EW1330;                    North         East    Units  Estimated Accuracy
 EW1330;SPC CA 5     -   559,250.    1,976,660.      MT  (+/- 180 meters Scaled)
 EW1330
 EW1330                          SUPERSEDED SURVEY CONTROL
 EW1330
 EW1330  NGVD 29 (??/??/92)   71.261  (m)          233.80   (f) ADJ UNCH    1 1
 EW1330
 EW1330.Superseded values are not recommended for survey control.
 EW1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1330.See file dsdata.txt to determine how the superseded data were derived.
 EW1330
 EW1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843666(NAD 83)
 EW1330_MARKER: Z = SEE DESCRIPTION
 EW1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1330+STABILITY: SURFACE MOTION
 EW1330
 EW1330  HISTORY     - Date     Condition        Report By
 EW1330  HISTORY     - UNK      MONUMENTED       CA1980
 EW1330  HISTORY     - 1969     GOOD             CA1980
 EW1330
 EW1330                          STATION DESCRIPTION
 EW1330
 EW1330'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1330'AT LOS ANGELES.
 EW1330'STANDARD SURVEY MONUMENT ON CENTER LINE OF 12TH STREET FROM THE
 EW1330'EAST, 10 FEET WEST OF EAST CURB LINE OF SAN PEDRO STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1329 ***********************************************************************
 EW1329  DESIGNATION -  12 05780 C OF LA
 EW1329  PID         -  EW1329
 EW1329  STATE/COUNTY-  CA/LOS ANGELES
 EW1329  USGS QUAD   -  HOLLYWOOD (1994)
 EW1329
 EW1329                         *CURRENT SURVEY CONTROL
 EW1329  ___________________________________________________________________
 EW1329* NAD 83(1986)-  34 02 02.     (N)    118 15 10.     (W)     SCALED    
 EW1329* NAVD 88     -        72.37   (+/-2cm)     237.4    (feet)  VERTCON   
 EW1329  ___________________________________________________________________
 EW1329  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EW1329  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1329
 EW1329.The horizontal coordinates were scaled from a topographic map and have
 EW1329.an estimated accuracy of +/- 6 seconds.
 EW1329
 EW1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1329.The vertical order pertains to the NGVD 29 superseded value.
 EW1329
 EW1329.The geoid height was determined by GEOID03.
 EW1329
 EW1329;                    North         East    Units  Estimated Accuracy
 EW1329;SPC CA 5     -   559,250.    1,976,660.      MT  (+/- 180 meters Scaled)
 EW1329
 EW1329                          SUPERSEDED SURVEY CONTROL
 EW1329
 EW1329  NGVD 29 (??/??/92)   71.593  (m)          234.88   (f) ADJ UNCH    1 1
 EW1329
 EW1329.Superseded values are not recommended for survey control.
 EW1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1329.See file dsdata.txt to determine how the superseded data were derived.
 EW1329
 EW1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843666(NAD 83)
 EW1329_MARKER: S = SPIKE
 EW1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1329_SP_SET: CURB
 EW1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1329
 EW1329  HISTORY     - Date     Condition        Report By
 EW1329  HISTORY     - UNK      MONUMENTED       CA1980
 EW1329  HISTORY     - 1969     GOOD             CA1980
 EW1329
 EW1329                          STATION DESCRIPTION
 EW1329
 EW1329'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1329'AT LOS ANGELES.
 EW1329'WIRE SPIKE IN THE EAST CURB OF SAN PEDRO STREET, 22 FEET NORTH
 EW1329'OF BEGINNING OF CURB RETURN NORTH OF 12TH STREET, NORTH END OF
 EW1329'CULVERT INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1331 ***********************************************************************
 EW1331  DESIGNATION -  12 05791 C OF LA
 EW1331  PID         -  EW1331
 EW1331  STATE/COUNTY-  CA/LOS ANGELES
 EW1331  USGS QUAD   -  HOLLYWOOD (1994)
 EW1331
 EW1331                         *CURRENT SURVEY CONTROL
 EW1331  ___________________________________________________________________
 EW1331* NAD 83(1986)-  34 02 09.     (N)    118 15 05.     (W)     SCALED    
 EW1331* NAVD 88     -        73.26   (+/-2cm)     240.4    (feet)  VERTCON   
 EW1331  ___________________________________________________________________
 EW1331  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EW1331  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1331
 EW1331.The horizontal coordinates were scaled from a topographic map and have
 EW1331.an estimated accuracy of +/- 6 seconds.
 EW1331
 EW1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1331.The vertical order pertains to the NGVD 29 superseded value.
 EW1331
 EW1331.The geoid height was determined by GEOID03.
 EW1331
 EW1331;                    North         East    Units  Estimated Accuracy
 EW1331;SPC CA 5     -   559,470.    1,976,790.      MT  (+/- 180 meters Scaled)
 EW1331
 EW1331                          SUPERSEDED SURVEY CONTROL
 EW1331
 EW1331  NGVD 29 (??/??/92)   72.475  (m)          237.78   (f) ADJ UNCH    1 1
 EW1331
 EW1331.Superseded values are not recommended for survey control.
 EW1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1331.See file dsdata.txt to determine how the superseded data were derived.
 EW1331
 EW1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844668(NAD 83)
 EW1331_MARKER: S = SPIKE
 EW1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1331_SP_SET: CURB
 EW1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1331
 EW1331  HISTORY     - Date     Condition        Report By
 EW1331  HISTORY     - UNK      MONUMENTED       CA1980
 EW1331  HISTORY     - 1969     GOOD             CA1980
 EW1331  HISTORY     - 1971     GOOD             CA1980
 EW1331
 EW1331                          STATION DESCRIPTION
 EW1331
 EW1331'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1331'AT LOS ANGELES.
 EW1331'WIRE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 0.5 FEET
 EW1331'SOUTH OF BEGINNING OF CURB RETURN SOUTH OF 10TH STREET.
 EW1331
 EW1331                          STATION RECOVERY (1971)
 EW1331
 EW1331'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1115 ***********************************************************************
 EW1115  DESIGNATION -  12 05799
 EW1115  PID         -  EW1115
 EW1115  STATE/COUNTY-  CA/LOS ANGELES
 EW1115  USGS QUAD   -  LOS ANGELES (1994)
 EW1115
 EW1115                         *CURRENT SURVEY CONTROL
 EW1115  ___________________________________________________________________
 EW1115* NAD 83(1986)-  34 02 15.     (N)    118 15 01.     (W)     SCALED    
 EW1115* NAVD 88     -        74.327  (meters)     243.85   (feet)  ADJUSTED  
 EW1115  ___________________________________________________________________
 EW1115  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1115  DYNAMIC HT  -          74.247 (meters)     243.59  (feet)  COMP
 EW1115  MODELED GRAV-     979,565.6   (mgal)                       NAVD 88
 EW1115
 EW1115  VERT ORDER  -  FIRST     CLASS I
 EW1115
 EW1115.The horizontal coordinates were scaled from a topographic map and have
 EW1115.an estimated accuracy of +/- 6 seconds.
 EW1115
 EW1115.The orthometric height was determined by differential leveling
 EW1115.and adjusted in June 1995.
 EW1115
 EW1115.The geoid height was determined by GEOID03.
 EW1115
 EW1115.The dynamic height is computed by dividing the NAVD 88
 EW1115.geopotential number by the normal gravity value computed on the
 EW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1115.degrees latitude (g = 980.6199 gals.).
 EW1115
 EW1115.The modeled gravity was interpolated from observed gravity values.
 EW1115
 EW1115;                    North         East    Units  Estimated Accuracy
 EW1115;SPC CA 5     -   559,650.    1,976,890.      MT  (+/- 180 meters Scaled)
 EW1115
 EW1115                          SUPERSEDED SURVEY CONTROL
 EW1115
 EW1115  NAVD 88 (06/15/91)   74.345  (m)          243.91   (f) UNKNOWN     1 1
 EW1115  NGVD 29 (??/??/92)   73.336  (m)          240.60   (f) ADJ UNCH    1 1
 EW1115
 EW1115.Superseded values are not recommended for survey control.
 EW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1115.See file dsdata.txt to determine how the superseded data were derived.
 EW1115
 EW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845670(NAD 83)
 EW1115_MARKER: S = SPIKE
 EW1115_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1115_SP_SET: CURB
 EW1115_MARK LOGO: NONE  
 EW1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1115+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1115
 EW1115  HISTORY     - Date     Condition        Report By
 EW1115  HISTORY     - UNK      MONUMENTED       CA1980
 EW1115  HISTORY     - 1969     GOOD             CA1980
 EW1115  HISTORY     - 19890526 GOOD             NGS
 EW1115  HISTORY     - 19940724 GOOD             NGS
 EW1115
 EW1115                          STATION DESCRIPTION
 EW1115
 EW1115'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1115'AT LOS ANGELES.
 EW1115'SQUARE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 1.5
 EW1115'FEET NORTH OF BEGINNING OF CURB RETURN NORTH OF 9TH PLACE.
 EW1115
 EW1115                          STATION RECOVERY (1989)
 EW1115
 EW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1115'AT LOS ANGELES, AT THE JUNCTION OF SAN PEDRO STREET AND 9TH PL AS PER
 EW1115'SIGN, IN TOP OF A CONCRETE CURB, 12.3 M (40.4 FT) NE OF THE C/L OF
 EW1115'THE 9TH PL, 9.8 M (32.2 FT) SE OF THE C/L OF THE STREET, 0.1 M (0.3
 EW1115'FT) SE OF THE STREET CURB, 0.2 M (0.7 FT) ABOVE THE STREET SURFACE.
 EW1115
 EW1115                          STATION RECOVERY (1994)
 EW1115
 EW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1115'IN LOS ANGELES, AT THE INTERSECTION OF SAN PEDRO STREET AND 9TH PLACE,
 EW1115'A SPIKE IN THE SOUTHEAST CONCRETE CURB OF THE STREET, 11.7 M (38.4 FT)
 EW1115'NORTHEAST OF THE CENTER OF THE PLACE, 6.7 M (22.0 FT) SOUTHEAST OF THE
 EW1115'CENTERLINE OF THE NORTH-EASTBOUND LANES OF THE STREET, 0.8 M (2.6 FT)
 EW1115'SOUTHWEST OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) BELOW THE LEVEL
 EW1115'OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1114 ***********************************************************************
 EW1114  DESIGNATION -  12 05810
 EW1114  PID         -  EW1114
 EW1114  STATE/COUNTY-  CA/LOS ANGELES
 EW1114  USGS QUAD   -  LOS ANGELES (1994)
 EW1114
 EW1114                         *CURRENT SURVEY CONTROL
 EW1114  ___________________________________________________________________
 EW1114* NAD 83(1986)-  34 02 20.     (N)    118 14 57.     (W)     SCALED    
 EW1114* NAVD 88     -        75.656  (meters)     248.21   (feet)  READJUSTED
 EW1114  ___________________________________________________________________
 EW1114  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1114  DYNAMIC HT  -          75.580 (meters)     247.97  (feet)  COMP
 EW1114  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 EW1114
 EW1114  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW1114
 EW1114.The horizontal coordinates were scaled from a topographic map and have
 EW1114.an estimated accuracy of +/- 6 seconds.
 EW1114
 EW1114.The orthometric height was determined by differential leveling
 EW1114.and adjusted in February 1993.
 EW1114.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW1114.distribution rate of 1.1 thru 2.0 mm/km.
 EW1114.The height was derived from older observations constrained to new
 EW1114.heights in a crustal motion area.  The height is approximate in
 EW1114.relation to other heights in its vicinity.
 EW1114
 EW1114.The geoid height was determined by GEOID03.
 EW1114
 EW1114.The dynamic height is computed by dividing the NAVD 88
 EW1114.geopotential number by the normal gravity value computed on the
 EW1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1114.degrees latitude (g = 980.6199 gals.).
 EW1114
 EW1114.The modeled gravity was interpolated from observed gravity values.
 EW1114
 EW1114;                    North         East    Units  Estimated Accuracy
 EW1114;SPC CA 5     -   559,810.    1,976,990.      MT  (+/- 180 meters Scaled)
 EW1114
 EW1114                          SUPERSEDED SURVEY CONTROL
 EW1114
 EW1114  NGVD 29 (??/??/92)   74.878  (m)          245.66   (f) ADJ UNCH    1 1
 EW1114
 EW1114.Superseded values are not recommended for survey control.
 EW1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1114.See file dsdata.txt to determine how the superseded data were derived.
 EW1114
 EW1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT846671(NAD 83)
 EW1114_MARKER: DD = SURVEY DISK
 EW1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1114+STABILITY: SURFACE MOTION
 EW1114
 EW1114  HISTORY     - Date     Condition        Report By
 EW1114  HISTORY     - UNK      MONUMENTED       CA1980
 EW1114  HISTORY     - 1969     GOOD             CA1980
 EW1114  HISTORY     - 1971     GOOD             CA1980
 EW1114  HISTORY     - 1976     GOOD             NGS
 EW1114  HISTORY     - 1978     GOOD             NGS
 EW1114  HISTORY     - 19890526 MARK NOT FOUND   NGS
 EW1114
 EW1114                          STATION DESCRIPTION
 EW1114
 EW1114'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1114'AT LOS ANGELES.
 EW1114'STANDARD CITY BENCH MARK DISC IN 8-INCH MONUMENT, IN WALK AT
 EW1114'WEST END OF SAFETY ISLAND, NEAR CENTER OF 8TH STREET, 3.5 FEET
 EW1114'WEST OF WEST PROPERTY LINE OF SAN PEDRO STREET.
 EW1114
 EW1114                          STATION RECOVERY (1971)
 EW1114
 EW1114'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1114'RECOVERED IN GOOD CONDITION.
 EW1114
 EW1114                          STATION RECOVERY (1976)
 EW1114
 EW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1114'AT LOS ANGELES, AT THE INTERSECTION OF SAN PEDRO STREET AND 8 TH
 EW1114'STREET, IN WALK AT THE WEST END OF A SAFETY ISLAND IN CENTER OF 8 TH
 EW1114'STREET WEST, 18 FT WEST OF WEST CURB OF SAN PEDRO STREET.
 EW1114
 EW1114                          STATION RECOVERY (1978)
 EW1114
 EW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1114'RECOVERED IN GOOD CONDITION.
 EW1114
 EW1114                          STATION RECOVERY (1989)
 EW1114
 EW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1114'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1113 ***********************************************************************
 EW1113  DESIGNATION -  12 05820 C OF LA
 EW1113  PID         -  EW1113
 EW1113  STATE/COUNTY-  CA/LOS ANGELES
 EW1113  USGS QUAD   -  LOS ANGELES (1994)
 EW1113
 EW1113                         *CURRENT SURVEY CONTROL
 EW1113  ___________________________________________________________________
 EW1113* NAD 83(1986)-  34 02 25.     (N)    118 14 49.     (W)     SCALED    
 EW1113* NAVD 88     -        76.57   (+/-2cm)     251.2    (feet)  VERTCON   
 EW1113  ___________________________________________________________________
 EW1113  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1113  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1113
 EW1113.The horizontal coordinates were scaled from a topographic map and have
 EW1113.an estimated accuracy of +/- 6 seconds.
 EW1113
 EW1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1113.The vertical order pertains to the NGVD 29 superseded value.
 EW1113
 EW1113.The geoid height was determined by GEOID03.
 EW1113
 EW1113;                    North         East    Units  Estimated Accuracy
 EW1113;SPC CA 5     -   559,960.    1,977,200.      MT  (+/- 180 meters Scaled)
 EW1113
 EW1113                          SUPERSEDED SURVEY CONTROL
 EW1113
 EW1113  NGVD 29 (??/??/92)   75.792  (m)          248.66   (f) ADJ UNCH    1 1
 EW1113
 EW1113.Superseded values are not recommended for survey control.
 EW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1113.See file dsdata.txt to determine how the superseded data were derived.
 EW1113
 EW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT848673(NAD 83)
 EW1113_MARKER: S = SPIKE
 EW1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1113_SP_SET: CURB
 EW1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1113
 EW1113  HISTORY     - Date     Condition        Report By
 EW1113  HISTORY     - UNK      MONUMENTED       CA1980
 EW1113  HISTORY     - 1969     GOOD             CA1980
 EW1113  HISTORY     - 1971     GOOD             CA1980
 EW1113
 EW1113                          STATION DESCRIPTION
 EW1113
 EW1113'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1113'AT LOS ANGELES.
 EW1113'WIRE SPIKE IN TOP OF THE EAST CURB OF SAN PEDRO STREET, 10 FEET
 EW1113'NORTH OF 7TH STREET, SOUTH END OF CATCH BASIN.
 EW1113
 EW1113                          STATION RECOVERY (1971)
 EW1113
 EW1113'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1123 ***********************************************************************
 EW1123  DESIGNATION -  12 05830 C OF LA
 EW1123  PID         -  EW1123
 EW1123  STATE/COUNTY-  CA/LOS ANGELES
 EW1123  USGS QUAD   -  LOS ANGELES (1994)
 EW1123
 EW1123                         *CURRENT SURVEY CONTROL
 EW1123  ___________________________________________________________________
 EW1123* NAD 83(1986)-  34 02 26.     (N)    118 14 48.     (W)     SCALED    
 EW1123* NAVD 88     -        77.69   (+/-2cm)     254.9    (feet)  VERTCON   
 EW1123  ___________________________________________________________________
 EW1123  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 EW1123  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1123
 EW1123.The horizontal coordinates were scaled from a topographic map and have
 EW1123.an estimated accuracy of +/- 6 seconds.
 EW1123
 EW1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1123.The vertical order pertains to the NGVD 29 superseded value.
 EW1123
 EW1123.The geoid height was determined by GEOID03.
 EW1123
 EW1123;                    North         East    Units  Estimated Accuracy
 EW1123;SPC CA 5     -   559,990.    1,977,220.      MT  (+/- 180 meters Scaled)
 EW1123
 EW1123                          SUPERSEDED SURVEY CONTROL
 EW1123
 EW1123  NGVD 29 (??/??/92)   76.905  (m)          252.31   (f) ADJ UNCH    1 1
 EW1123
 EW1123.Superseded values are not recommended for survey control.
 EW1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1123.See file dsdata.txt to determine how the superseded data were derived.
 EW1123
 EW1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT849673(NAD 83)
 EW1123_MARKER: S = SPIKE
 EW1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1123_SP_SET: CURB
 EW1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1123
 EW1123  HISTORY     - Date     Condition        Report By
 EW1123  HISTORY     - UNK      MONUMENTED       CA1980
 EW1123  HISTORY     - 1969     GOOD             CA1980
 EW1123
 EW1123                          STATION DESCRIPTION
 EW1123
 EW1123'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1123'AT LOS ANGELES.
 EW1123'WIRE SPIKE IN TOP OF THE WEST CURB OF SAN PEDRO STREET, ABOUT 56
 EW1123'FEET SOUTH OF 6TH STREET, NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1124 ***********************************************************************
 EW1124  DESIGNATION -  12 05831 C OF LA
 EW1124  PID         -  EW1124
 EW1124  STATE/COUNTY-  CA/LOS ANGELES
 EW1124  USGS QUAD   -  LOS ANGELES (1994)
 EW1124
 EW1124                         *CURRENT SURVEY CONTROL
 EW1124  ___________________________________________________________________
 EW1124* NAD 83(1986)-  34 02 30.     (N)    118 14 42.     (W)     SCALED    
 EW1124* NAVD 88     -        77.66   (+/-2cm)     254.8    (feet)  VERTCON   
 EW1124  ___________________________________________________________________
 EW1124  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1124  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1124
 EW1124.The horizontal coordinates were scaled from a topographic map and have
 EW1124.an estimated accuracy of +/- 6 seconds.
 EW1124
 EW1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1124.The vertical order pertains to the NGVD 29 superseded value.
 EW1124
 EW1124.The geoid height was determined by GEOID03.
 EW1124
 EW1124;                    North         East    Units  Estimated Accuracy
 EW1124;SPC CA 5     -   560,110.    1,977,380.      MT  (+/- 180 meters Scaled)
 EW1124
 EW1124                          SUPERSEDED SURVEY CONTROL
 EW1124
 EW1124  NGVD 29 (??/??/92)   76.881  (m)          252.23   (f) ADJ UNCH    1 1
 EW1124
 EW1124.Superseded values are not recommended for survey control.
 EW1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1124.See file dsdata.txt to determine how the superseded data were derived.
 EW1124
 EW1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850674(NAD 83)
 EW1124_MARKER: Z = SEE DESCRIPTION
 EW1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1124+STABILITY: SURFACE MOTION
 EW1124
 EW1124  HISTORY     - Date     Condition        Report By
 EW1124  HISTORY     - UNK      MONUMENTED       CA1980
 EW1124  HISTORY     - 1969     GOOD             CA1980
 EW1124
 EW1124                          STATION DESCRIPTION
 EW1124
 EW1124'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1124'AT LOS ANGELES.
 EW1124'STANDARD SURVEY MONUMENT ON CENTER LINE INTERSECTION OF SAN
 EW1124'PEDRO STREET AND 6TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1125 ***********************************************************************
 EW1125  DESIGNATION -  12 05841 C OF LA
 EW1125  PID         -  EW1125
 EW1125  STATE/COUNTY-  CA/LOS ANGELES
 EW1125  USGS QUAD   -  LOS ANGELES (1994)
 EW1125
 EW1125                         *CURRENT SURVEY CONTROL
 EW1125  ___________________________________________________________________
 EW1125* NAD 83(1986)-  34 02 39.     (N)    118 14 37.     (W)     SCALED    
 EW1125* NAVD 88     -        78.69   (+/-2cm)     258.2    (feet)  VERTCON   
 EW1125  ___________________________________________________________________
 EW1125  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1125  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1125
 EW1125.The horizontal coordinates were scaled from a topographic map and have
 EW1125.an estimated accuracy of +/- 6 seconds.
 EW1125
 EW1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1125.The vertical order pertains to the NGVD 29 superseded value.
 EW1125
 EW1125.The geoid height was determined by GEOID03.
 EW1125
 EW1125;                    North         East    Units  Estimated Accuracy
 EW1125;SPC CA 5     -   560,390.    1,977,510.      MT  (+/- 180 meters Scaled)
 EW1125
 EW1125                          SUPERSEDED SURVEY CONTROL
 EW1125
 EW1125  NGVD 29 (??/??/92)   77.910  (m)          255.61   (f) ADJ UNCH    1 1
 EW1125
 EW1125.Superseded values are not recommended for survey control.
 EW1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1125.See file dsdata.txt to determine how the superseded data were derived.
 EW1125
 EW1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852677(NAD 83)
 EW1125_MARKER: Z = SEE DESCRIPTION
 EW1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1125_SP_SET: CATCH BASIN
 EW1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1125
 EW1125  HISTORY     - Date     Condition        Report By
 EW1125  HISTORY     - 1968     MONUMENTED       CA1980
 EW1125  HISTORY     - 1969     GOOD             CA1980
 EW1125  HISTORY     - 1971     GOOD             CA1980
 EW1125
 EW1125                          STATION DESCRIPTION
 EW1125
 EW1125'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1125'AT LOS ANGELES.
 EW1125'CITY OF LOS ANGELES PRECISE BENCH MARK, STAMPED 12-05841 1968,
 EW1125'4.4 FEET EAST OF EAST CURB LINE OF SAN PEDRO STREET, 41.8 FEET
 EW1125'NORTH OF BEGINNING OF CURB RETURN NORTH OF 5TH STREET, IN TOP
 EW1125'OF CATCH BASIN AT SOUTHEAST CORNER.
 EW1125
 EW1125                          STATION RECOVERY (1971)
 EW1125
 EW1125'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1127 ***********************************************************************
 EW1127  DESIGNATION -  12 05862
 EW1127  PID         -  EW1127
 EW1127  STATE/COUNTY-  CA/LOS ANGELES
 EW1127  USGS QUAD   -  LOS ANGELES (1994)
 EW1127
 EW1127                         *CURRENT SURVEY CONTROL
 EW1127  ___________________________________________________________________
 EW1127* NAD 83(2007)-  34 02 45.06816(N)    118 14 34.23639(W)     ADJUSTED  
 EW1127* NAVD 88     -        79.748  (meters)     261.64   (feet)  ADJUSTED  
 EW1127  ___________________________________________________________________
 EW1127  EPOCH DATE  -        2007.00
 EW1127  X           -  -2,503,491.663 (meters)                     COMP
 EW1127  Y           -  -4,660,620.671 (meters)                     COMP
 EW1127  Z           -   3,550,686.899 (meters)                     COMP
 EW1127  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 EW1127  ELLIP HEIGHT-          44.542 (meters)          (02/10/07) ADJUSTED
 EW1127  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1127  DYNAMIC HT  -          79.662 (meters)     261.36  (feet)  COMP
 EW1127
 EW1127  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW1127  Type    PID    Designation                      North   East  Ellip
 EW1127  -------------------------------------------------------------------
 EW1127  NETWORK EW1127 12 05862                          1.04   1.90   8.66
 EW1127  -------------------------------------------------------------------
 EW1127  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 EW1127
 EW1127  VERT ORDER  -  FIRST     CLASS I
 EW1127
 EW1127.The horizontal coordinates were established by GPS observations
 EW1127.and adjusted by the National Geodetic Survey in February 2007.
 EW1127
 EW1127.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW1127.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW1127.The horizontal coordinates are valid at the epoch date displayed above.
 EW1127.The epoch date for horizontal control is a decimal equivalence
 EW1127.of Year/Month/Day.
 EW1127
 EW1127.The orthometric height was determined by differential leveling
 EW1127.and adjusted in June 1995.
 EW1127
 EW1127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW1127
 EW1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW1127
 EW1127.The ellipsoidal height was determined by GPS observations
 EW1127.and is referenced to NAD 83.
 EW1127
 EW1127.The geoid height was determined by GEOID03.
 EW1127
 EW1127.The dynamic height is computed by dividing the NAVD 88
 EW1127.geopotential number by the normal gravity value computed on the
 EW1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1127.degrees latitude (g = 980.6199 gals.).
 EW1127
 EW1127.The modeled gravity was interpolated from observed gravity values.
 EW1127
 EW1127;                    North         East     Units Scale Factor Converg.
 EW1127;SPC CA 5     -   560,576.347 1,977,577.104   MT  0.99999731   -0 08 18.3
 EW1127;SPC CA 5     - 1,839,157.57  6,488,100.88   sFT  0.99999731   -0 08 18.3
 EW1127;UTM  11      - 3,767,936.637   385,284.423   MT  0.99976222   -0 41 45.2
 EW1127
 EW1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW1127!SPC CA 5     -   0.99999301  x   0.99999731  =   0.99999032
 EW1127!UTM  11      -   0.99999301  x   0.99976222  =   0.99975523
 EW1127
 EW1127                          SUPERSEDED SURVEY CONTROL
 EW1127
 EW1127  NAD 83(1994)-  34 02 45.05700(N)    118 14 34.22436(W) AD(1995.00) 1
 EW1127  ELLIP H (11/30/95)   44.537  (m)                       GP(1995.00) 4 2
 EW1127  NAVD 88 (06/15/91)   79.771  (m)          261.72   (f) UNKNOWN     1 1
 EW1127  NGVD 29 (??/??/92)   78.991  (m)          259.16   (f) ADJ UNCH    1 1
 EW1127
 EW1127.Superseded values are not recommended for survey control.
 EW1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1127.See file dsdata.txt to determine how the superseded data were derived.
 EW1127
 EW1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8528467937(NAD 83)
 EW1127_MARKER: DD = SURVEY DISK
 EW1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1127_SP_SET: CATCH BASIN
 EW1127_STAMPING: PBM 12 05862 1968
 EW1127_MARK LOGO: CA1980
 EW1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1127+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1127
 EW1127  HISTORY     - Date     Condition        Report By
 EW1127  HISTORY     - 1968     MONUMENTED       CA1980
 EW1127  HISTORY     - 1969     GOOD             CA1980
 EW1127  HISTORY     - 1971     GOOD             CA1980
 EW1127  HISTORY     - 1976     GOOD             NGS
 EW1127  HISTORY     - 1978     GOOD             NGS
 EW1127  HISTORY     - 19890526 GOOD             NGS
 EW1127  HISTORY     - 19940724 GOOD             NGS
 EW1127
 EW1127                          STATION DESCRIPTION
 EW1127
 EW1127'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1127'AT LOS ANGELES.
 EW1127'CITY OF LOS ANGELES PRECISE BENCH MARK, STAMPED 12-05862 1968,
 EW1127'4.0 FEET NORTH OF NORTH CURB LINE OF 4TH STREET, AT BEGINNING
 EW1127'OF CURB RETURN OF SAN PEDRO STREET, IN TOP OF CATCH BASIN AT
 EW1127'NORTHWEST CORNER.
 EW1127
 EW1127                          STATION RECOVERY (1971)
 EW1127
 EW1127'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1127'RECOVERED IN GOOD CONDITION.
 EW1127
 EW1127                          STATION RECOVERY (1976)
 EW1127
 EW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1127'AT LOS ANGELES, AT THE NORTHEAST CORNER OF SAN PEDRO STREET AND 4 TH
 EW1127'STREET, IN TOP OF THE NORTHWEST CORNER OF A CATCH BASIN, 4 FT NORTH OF
 EW1127'NORTH CURB LINE OF 4 TH STREET, AT CURB RETURN EAST OF SAN PEDRO
 EW1127'STREET
 EW1127
 EW1127                          STATION RECOVERY (1978)
 EW1127
 EW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1127'RECOVERED IN GOOD CONDITION.
 EW1127
 EW1127                          STATION RECOVERY (1989)
 EW1127
 EW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1127'RECOVERED IN GOOD CONDITION.
 EW1127
 EW1127                          STATION RECOVERY (1994)
 EW1127
 EW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1127'IN LOS ANGELES, AT THE INTERSECTION OF SAN PEDRO AND 4TH STREETS, NEAR
 EW1127'THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 10.1 M (33.1 FT)
 EW1127'NORTHEAST OF THE CENTERLINE OF 4TH STREET, 8.1 M (26.6 FT) SOUTHEAST
 EW1127'OF THE CENTERLINE OF THE NORTH-EASTBOUND LANES OF SAN PEDRO STREET,
 EW1127'0.9 M (3.0 FT) EAST OF A SIGNAL LIGHT POLE WITH A STREET LIGHT
 EW1127'ATTACHED, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF 4TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1128 ***********************************************************************
 EW1128  DESIGNATION -  12 05866 C OF LA
 EW1128  PID         -  EW1128
 EW1128  STATE/COUNTY-  CA/LOS ANGELES
 EW1128  USGS QUAD   -  LOS ANGELES (1994)
 EW1128
 EW1128                         *CURRENT SURVEY CONTROL
 EW1128  ___________________________________________________________________
 EW1128* NAD 83(1986)-  34 02 49.     (N)    118 14 33.     (W)     SCALED    
 EW1128* NAVD 88     -        80.09   (+/-2cm)     262.8    (feet)  VERTCON   
 EW1128  ___________________________________________________________________
 EW1128  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1128  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1128
 EW1128.The horizontal coordinates were scaled from a topographic map and have
 EW1128.an estimated accuracy of +/- 6 seconds.
 EW1128
 EW1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1128.The vertical order pertains to the NGVD 29 superseded value.
 EW1128
 EW1128.The geoid height was determined by GEOID03.
 EW1128
 EW1128;                    North         East    Units  Estimated Accuracy
 EW1128;SPC CA 5     -   560,700.    1,977,610.      MT  (+/- 180 meters Scaled)
 EW1128
 EW1128                          SUPERSEDED SURVEY CONTROL
 EW1128
 EW1128  NGVD 29 (??/??/92)   79.308  (m)          260.20   (f) ADJ UNCH    1 1
 EW1128
 EW1128.Superseded values are not recommended for survey control.
 EW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1128.See file dsdata.txt to determine how the superseded data were derived.
 EW1128
 EW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853680(NAD 83)
 EW1128_MARKER: Z = SEE DESCRIPTION
 EW1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1128_SP_SET: CATCH BASIN
 EW1128_STAMPING: 12-05866 1968
 EW1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1128
 EW1128  HISTORY     - Date     Condition        Report By
 EW1128  HISTORY     - 1968     MONUMENTED       CA1980
 EW1128  HISTORY     - 1969     GOOD             CA1980
 EW1128  HISTORY     - 1971     GOOD             CA1980
 EW1128
 EW1128                          STATION DESCRIPTION
 EW1128
 EW1128'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1128'AT LOS ANGELES.
 EW1128'CITY OF LOS ANGELES PRECISE BENCH MARK, STAMPED 12-05866 1968,
 EW1128'4.2 FEET EAST OF EAST CURB LINE OF SAN PEDRO STREET, AT BEGINNING
 EW1128'OF CURB RETURN NORTH OF 3RD STREET, IN TOP OF CATCH BASIN AT
 EW1128'SOUTHEAST CORNER.
 EW1128
 EW1128                          STATION RECOVERY (1971)
 EW1128
 EW1128'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1129 ***********************************************************************
 EW1129  DESIGNATION -  12 05870 C OF LA
 EW1129  PID         -  EW1129
 EW1129  STATE/COUNTY-  CA/LOS ANGELES
 EW1129  USGS QUAD   -  LOS ANGELES (1994)
 EW1129
 EW1129                         *CURRENT SURVEY CONTROL
 EW1129  ___________________________________________________________________
 EW1129* NAD 83(1986)-  34 02 56.     (N)    118 14 29.     (W)     SCALED    
 EW1129* NAVD 88     -        81.84   (+/-2cm)     268.5    (feet)  VERTCON   
 EW1129  ___________________________________________________________________
 EW1129  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1129  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1129
 EW1129.The horizontal coordinates were scaled from a topographic map and have
 EW1129.an estimated accuracy of +/- 6 seconds.
 EW1129
 EW1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1129.The vertical order pertains to the NGVD 29 superseded value.
 EW1129
 EW1129.The geoid height was determined by GEOID03.
 EW1129
 EW1129;                    North         East    Units  Estimated Accuracy
 EW1129;SPC CA 5     -   560,910.    1,977,710.      MT  (+/- 180 meters Scaled)
 EW1129
 EW1129                          SUPERSEDED SURVEY CONTROL
 EW1129
 EW1129  NGVD 29 (??/??/92)   81.062  (m)          265.95   (f) ADJ UNCH    1 1
 EW1129
 EW1129.Superseded values are not recommended for survey control.
 EW1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1129.See file dsdata.txt to determine how the superseded data were derived.
 EW1129
 EW1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854682(NAD 83)
 EW1129_MARKER: S = SPIKE
 EW1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1129_SP_SET: CURB
 EW1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1129
 EW1129  HISTORY     - Date     Condition        Report By
 EW1129  HISTORY     - UNK      MONUMENTED       CA1980
 EW1129  HISTORY     - 1969     GOOD             CA1980
 EW1129  HISTORY     - 1971     GOOD             CA1980
 EW1129
 EW1129                          STATION DESCRIPTION
 EW1129
 EW1129'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1129'AT LOS ANGELES.
 EW1129'CUT SPIKE IN TOP OF GRANITE CURB ON NORTHEAST SIDE OF WELLER
 EW1129'STREET, 12 FEET NORTHWEST OF SAN PEDRO STREET, NORTHWEST END OF
 EW1129'CATCH BASIN.
 EW1129
 EW1129                          STATION RECOVERY (1971)
 EW1129
 EW1129'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1205 ***********************************************************************
 EW1205  DESIGNATION -  12 06491 C OF LA
 EW1205  PID         -  EW1205
 EW1205  STATE/COUNTY-  CA/LOS ANGELES
 EW1205  USGS QUAD   -  HOLLYWOOD (1994)
 EW1205
 EW1205                         *CURRENT SURVEY CONTROL
 EW1205  ___________________________________________________________________
 EW1205* NAD 83(1986)-  34 03 01.     (N)    118 15 29.     (W)     SCALED    
 EW1205* NAVD 88     -        91.99   (+/-2cm)     301.8    (feet)  VERTCON   
 EW1205  ___________________________________________________________________
 EW1205  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1205  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1205
 EW1205.The horizontal coordinates were scaled from a topographic map and have
 EW1205.an estimated accuracy of +/- 6 seconds.
 EW1205
 EW1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1205.The vertical order pertains to the NGVD 29 superseded value.
 EW1205
 EW1205.The geoid height was determined by GEOID03.
 EW1205
 EW1205;                    North         East    Units  Estimated Accuracy
 EW1205;SPC CA 5     -   561,070.    1,976,170.      MT  (+/- 180 meters Scaled)
 EW1205
 EW1205                          SUPERSEDED SURVEY CONTROL
 EW1205
 EW1205  NGVD 29 (??/??/92)   91.21   (m)          299.2    (f) COMPUTED    1 1
 EW1205
 EW1205.Superseded values are not recommended for survey control.
 EW1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1205.See file dsdata.txt to determine how the superseded data were derived.
 EW1205
 EW1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT838684(NAD 83)
 EW1205_MARKER: S = SPIKE
 EW1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1205_SP_SET: CURB
 EW1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1205
 EW1205  HISTORY     - Date     Condition        Report By
 EW1205  HISTORY     - UNK      MONUMENTED       RBNF
 EW1205  HISTORY     - 19730914 GOOD             CA1980
 EW1205
 EW1205                          STATION DESCRIPTION
 EW1205
 EW1205'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW1205'IN LOS ANGELES.
 EW1205'WIRE SPIKE IN WEST CURB OF FIGUEROA STREET, 16.2 FEET NORTH OF BOX
 EW1205'CULVERT CURB RETURN NORTH OF 6TH STREET, IN SOUTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1373 ***********************************************************************
 EW1373  DESIGNATION -  12 06509 C OF LA
 EW1373  PID         -  EW1373
 EW1373  STATE/COUNTY-  CA/LOS ANGELES
 EW1373  USGS QUAD   -  HOLLYWOOD (1994)
 EW1373
 EW1373                         *CURRENT SURVEY CONTROL
 EW1373  ___________________________________________________________________
 EW1373* NAD 83(1986)-  34 02 59.     (N)    118 15 33.     (W)     SCALED    
 EW1373* NAVD 88     -        93.52   (+/-2cm)     306.8    (feet)  VERTCON   
 EW1373  ___________________________________________________________________
 EW1373  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1373  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1373
 EW1373.The horizontal coordinates were scaled from a topographic map and have
 EW1373.an estimated accuracy of +/- 6 seconds.
 EW1373
 EW1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1373.The vertical order pertains to the NGVD 29 superseded value.
 EW1373
 EW1373.The geoid height was determined by GEOID03.
 EW1373
 EW1373;                    North         East    Units  Estimated Accuracy
 EW1373;SPC CA 5     -   561,010.    1,976,070.      MT  (+/- 180 meters Scaled)
 EW1373
 EW1373                          SUPERSEDED SURVEY CONTROL
 EW1373
 EW1373  NGVD 29 (??/??/92)   92.739  (m)          304.26   (f) ADJ UNCH    1 1
 EW1373
 EW1373.Superseded values are not recommended for survey control.
 EW1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1373.See file dsdata.txt to determine how the superseded data were derived.
 EW1373
 EW1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT837683(NAD 83)
 EW1373_MARKER: S = SPIKE
 EW1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1373_SP_SET: CURB
 EW1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1373
 EW1373  HISTORY     - Date     Condition        Report By
 EW1373  HISTORY     - UNK      MONUMENTED       CA1980
 EW1373  HISTORY     - 1968     GOOD             CA1980
 EW1373
 EW1373                          STATION DESCRIPTION
 EW1373
 EW1373'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1373'AT LOS ANGELES.
 EW1373'WIRE SPIKE IN THE WEST CURB OF FIGUEROA STREET, 1 FOOT SOUTH
 EW1373'OF THE BEGINNING OF CURB RETURN SOUTH OF FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1379 ***********************************************************************
 EW1379  DESIGNATION -  12 06670 C OF LA
 EW1379  PID         -  EW1379
 EW1379  STATE/COUNTY-  CA/LOS ANGELES
 EW1379  USGS QUAD   -  HOLLYWOOD (1994)
 EW1379
 EW1379                         *CURRENT SURVEY CONTROL
 EW1379  ___________________________________________________________________
 EW1379* NAD 83(1986)-  34 03 05.     (N)    118 15 20.     (W)     SCALED    
 EW1379* NAVD 88     -        88.24   (+/-2cm)     289.5    (feet)  VERTCON   
 EW1379  ___________________________________________________________________
 EW1379  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1379  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1379
 EW1379.The horizontal coordinates were scaled from a topographic map and have
 EW1379.an estimated accuracy of +/- 6 seconds.
 EW1379
 EW1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1379.The vertical order pertains to the NGVD 29 superseded value.
 EW1379
 EW1379.The geoid height was determined by GEOID03.
 EW1379
 EW1379;                    North         East    Units  Estimated Accuracy
 EW1379;SPC CA 5     -   561,190.    1,976,410.      MT  (+/- 180 meters Scaled)
 EW1379
 EW1379                          SUPERSEDED SURVEY CONTROL
 EW1379
 EW1379  NGVD 29 (??/??/92)   87.454  (m)          286.92   (f) ADJ UNCH    1 2
 EW1379
 EW1379.Superseded values are not recommended for survey control.
 EW1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1379.See file dsdata.txt to determine how the superseded data were derived.
 EW1379
 EW1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT841685(NAD 83)
 EW1379_MARKER: S = SPIKE
 EW1379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1379_SP_SET: CURB
 EW1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1379
 EW1379  HISTORY     - Date     Condition        Report By
 EW1379  HISTORY     - UNK      MONUMENTED       CA1980
 EW1379  HISTORY     - 1968     GOOD             CA1980
 EW1379
 EW1379                          STATION DESCRIPTION
 EW1379
 EW1379'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1379'AT LOS ANGELES.
 EW1379'WIRE SPIKE IN THE NORTH CURB OF FIFTH STREET, 10.5 FEET EAST OF
 EW1379'THE EAST PROPERTY LINE OF FLOWER STREET, EAST END OF A CATCH
 EW1379'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1381 ***********************************************************************
 EW1381  DESIGNATION -  12 06728 C OF LA
 EW1381  PID         -  EW1381
 EW1381  STATE/COUNTY-  CA/LOS ANGELES
 EW1381  USGS QUAD   -  HOLLYWOOD (1994)
 EW1381
 EW1381                         *CURRENT SURVEY CONTROL
 EW1381  ___________________________________________________________________
 EW1381* NAD 83(1986)-  34 03 01.     (N)    118 15 13.     (W)     SCALED    
 EW1381* NAVD 88     -        92.03   (+/-2cm)     301.9    (feet)  VERTCON   
 EW1381  ___________________________________________________________________
 EW1381  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1381  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1381
 EW1381.The horizontal coordinates were scaled from a topographic map and have
 EW1381.an estimated accuracy of +/- 6 seconds.
 EW1381
 EW1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1381.The vertical order pertains to the NGVD 29 superseded value.
 EW1381
 EW1381.The geoid height was determined by GEOID03.
 EW1381
 EW1381;                    North         East    Units  Estimated Accuracy
 EW1381;SPC CA 5     -   561,070.    1,976,580.      MT  (+/- 180 meters Scaled)
 EW1381
 EW1381                          SUPERSEDED SURVEY CONTROL
 EW1381
 EW1381  NGVD 29 (??/??/92)   91.25   (m)          299.4    (f) COMPUTED    1 1
 EW1381
 EW1381.Superseded values are not recommended for survey control.
 EW1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1381.See file dsdata.txt to determine how the superseded data were derived.
 EW1381
 EW1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT842684(NAD 83)
 EW1381_MARKER: S = SPIKE
 EW1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1381_SP_SET: CURB
 EW1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1381
 EW1381  HISTORY     - Date     Condition        Report By
 EW1381  HISTORY     - UNK      MONUMENTED       RBNF
 EW1381
 EW1381                          STATION DESCRIPTION
 EW1381
 EW1381'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1381'IN LOS ANGELES.
 EW1381'WIRE SPIKE IN CURB OF 5TH STREET, AT TRAFFIC SIGNAL, 9.6 FEET WEST OF
 EW1381'WEST PROPERTY LINE OF GRAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1380 ***********************************************************************
 EW1380  DESIGNATION -  12 06730 C OF LA
 EW1380  PID         -  EW1380
 EW1380  STATE/COUNTY-  CA/LOS ANGELES
 EW1380  USGS QUAD   -  HOLLYWOOD (1994)
 EW1380
 EW1380                         *CURRENT SURVEY CONTROL
 EW1380  ___________________________________________________________________
 EW1380* NAD 83(1986)-  34 03 01.     (N)    118 15 13.     (W)     SCALED    
 EW1380* NAVD 88     -        93.03   (+/-2cm)     305.2    (feet)  VERTCON   
 EW1380  ___________________________________________________________________
 EW1380  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1380  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1380
 EW1380.The horizontal coordinates were scaled from a topographic map and have
 EW1380.an estimated accuracy of +/- 6 seconds.
 EW1380
 EW1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1380.The vertical order pertains to the NGVD 29 superseded value.
 EW1380
 EW1380.The geoid height was determined by GEOID03.
 EW1380
 EW1380;                    North         East    Units  Estimated Accuracy
 EW1380;SPC CA 5     -   561,070.    1,976,580.      MT  (+/- 180 meters Scaled)
 EW1380
 EW1380                          SUPERSEDED SURVEY CONTROL
 EW1380
 EW1380  NGVD 29 (??/??/92)   92.249  (m)          302.65   (f) ADJ UNCH    1 2
 EW1380
 EW1380.Superseded values are not recommended for survey control.
 EW1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1380.See file dsdata.txt to determine how the superseded data were derived.
 EW1380
 EW1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT842684(NAD 83)
 EW1380_MARKER: S = SPIKE
 EW1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1380_SP_SET: WALL
 EW1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1380
 EW1380  HISTORY     - Date     Condition        Report By
 EW1380  HISTORY     - UNK      MONUMENTED       CA1980
 EW1380  HISTORY     - 1968     GOOD             CA1980
 EW1380
 EW1380                          STATION DESCRIPTION
 EW1380
 EW1380'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1380'AT LOS ANGELES.
 EW1380'CUT SPIKE IN THE TOP OF THE WALL OF A CATCH BASIN, AT THE
 EW1380'SOUTHEAST CORNER, AT THE SOUTH GUTTER OF THE NORTHERLY (UPPER)
 EW1380'ROADWAY OF FIFTH STREET, 0.5 FEET NORTH OF THE FACE OF THE
 EW1380'SOUTH CURB, 0.5 FEET WEST OF THE SOUTHERLY PROLONGATION OF THE
 EW1380'WEST PROPERTY LINE OF GRAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1370 ***********************************************************************
 EW1370  DESIGNATION -  12 06750 C OF LA
 EW1370  PID         -  EW1370
 EW1370  STATE/COUNTY-  CA/LOS ANGELES
 EW1370  USGS QUAD   -  HOLLYWOOD (1994)
 EW1370
 EW1370                         *CURRENT SURVEY CONTROL
 EW1370  ___________________________________________________________________
 EW1370* NAD 83(1986)-  34 02 57.     (N)    118 15 10.     (W)     SCALED    
 EW1370* NAVD 88     -        84.30   (+/-2cm)     276.6    (feet)  VERTCON   
 EW1370  ___________________________________________________________________
 EW1370  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1370  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1370
 EW1370.The horizontal coordinates were scaled from a topographic map and have
 EW1370.an estimated accuracy of +/- 6 seconds.
 EW1370
 EW1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1370.The vertical order pertains to the NGVD 29 superseded value.
 EW1370
 EW1370.The geoid height was determined by GEOID03.
 EW1370
 EW1370;                    North         East    Units  Estimated Accuracy
 EW1370;SPC CA 5     -   560,950.    1,976,660.      MT  (+/- 180 meters Scaled)
 EW1370
 EW1370                          SUPERSEDED SURVEY CONTROL
 EW1370
 EW1370  NGVD 29 (??/??/92)   83.515  (m)          274.00   (f) ADJ UNCH    1 1
 EW1370
 EW1370.Superseded values are not recommended for survey control.
 EW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1370.See file dsdata.txt to determine how the superseded data were derived.
 EW1370
 EW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843683(NAD 83)
 EW1370_MARKER: S = SPIKE
 EW1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1370_SP_SET: CURB
 EW1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1370
 EW1370  HISTORY     - Date     Condition        Report By
 EW1370  HISTORY     - UNK      MONUMENTED       CA1980
 EW1370  HISTORY     - 1968     GOOD             CA1980
 EW1370
 EW1370                          STATION DESCRIPTION
 EW1370
 EW1370'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1370'AT LOS ANGELES.
 EW1370'CUT SPIKE IN THE SOUTH CURB OF FIFTH STREET, 21.6 FEET WEST OF
 EW1370'THE WEST PROPERTY LINE OF OLIVE STREET, WEST END OF A CATCH
 EW1370'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1371 ***********************************************************************
 EW1371  DESIGNATION -  12 06770 C OF LA
 EW1371  PID         -  EW1371
 EW1371  STATE/COUNTY-  CA/LOS ANGELES
 EW1371  USGS QUAD   -  HOLLYWOOD (1994)
 EW1371
 EW1371                         *CURRENT SURVEY CONTROL
 EW1371  ___________________________________________________________________
 EW1371* NAD 83(1986)-  34 02 56.     (N)    118 15 06.     (W)     SCALED    
 EW1371* NAVD 88     -        82.47   (+/-2cm)     270.6    (feet)  VERTCON   
 EW1371  ___________________________________________________________________
 EW1371  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1371  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1371
 EW1371.The horizontal coordinates were scaled from a topographic map and have
 EW1371.an estimated accuracy of +/- 6 seconds.
 EW1371
 EW1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1371.The vertical order pertains to the NGVD 29 superseded value.
 EW1371
 EW1371.The geoid height was determined by GEOID03.
 EW1371
 EW1371;                    North         East    Units  Estimated Accuracy
 EW1371;SPC CA 5     -   560,920.    1,976,760.      MT  (+/- 180 meters Scaled)
 EW1371
 EW1371                          SUPERSEDED SURVEY CONTROL
 EW1371
 EW1371  NGVD 29 (??/??/92)   81.689  (m)          268.01   (f) ADJ UNCH    1 2
 EW1371
 EW1371.Superseded values are not recommended for survey control.
 EW1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1371.See file dsdata.txt to determine how the superseded data were derived.
 EW1371
 EW1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844682(NAD 83)
 EW1371_MARKER: S = SPIKE
 EW1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1371_SP_SET: CURB
 EW1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1371
 EW1371  HISTORY     - Date     Condition        Report By
 EW1371  HISTORY     - UNK      MONUMENTED       CA1980
 EW1371  HISTORY     - 1968     GOOD             CA1980
 EW1371
 EW1371                          STATION DESCRIPTION
 EW1371
 EW1371'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1371'AT LOS ANGELES.
 EW1371'CUT SPIKE IN GRANITE CURB AT THE WEST SIDE OF HILL STREET, 8
 EW1371'FEET NORTH OF THE NORTH PROPERTY LINE OF FIFTH STREET, AT THE
 EW1371'CENTER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1606 ***********************************************************************
 EW1606  DESIGNATION -  12 06772 C OF LA
 EW1606  PID         -  EW1606
 EW1606  STATE/COUNTY-  CA/LOS ANGELES
 EW1606  USGS QUAD   -  HOLLYWOOD (1994)
 EW1606
 EW1606                         *CURRENT SURVEY CONTROL
 EW1606  ___________________________________________________________________
 EW1606* NAD 83(1986)-  34 02 56.     (N)    118 15 06.     (W)     SCALED    
 EW1606* NAVD 88     -        82.47   (+/-2cm)     270.6    (feet)  VERTCON   
 EW1606  ___________________________________________________________________
 EW1606  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1606  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1606
 EW1606.The horizontal coordinates were scaled from a topographic map and have
 EW1606.an estimated accuracy of +/- 6 seconds.
 EW1606
 EW1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1606.The vertical order pertains to the NGVD 29 superseded value.
 EW1606
 EW1606.The geoid height was determined by GEOID03.
 EW1606
 EW1606;                    North         East    Units  Estimated Accuracy
 EW1606;SPC CA 5     -   560,920.    1,976,760.      MT  (+/- 180 meters Scaled)
 EW1606
 EW1606                          SUPERSEDED SURVEY CONTROL
 EW1606
 EW1606  NGVD 29 (??/??/92)   81.69   (m)          268.0    (f) COMPUTED    1 1
 EW1606
 EW1606.Superseded values are not recommended for survey control.
 EW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1606.See file dsdata.txt to determine how the superseded data were derived.
 EW1606
 EW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844682(NAD 83)
 EW1606_MARKER: S = SPIKE
 EW1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1606_SP_SET: CURB
 EW1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1606
 EW1606  HISTORY     - Date     Condition        Report By
 EW1606  HISTORY     - UNK      MONUMENTED       RBNF
 EW1606
 EW1606                          STATION DESCRIPTION
 EW1606
 EW1606'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1606'IN LOS ANGELES.
 EW1606'WIRE SPIKE IN EAST CURB OF HILL STREET, 5 FEET NORTH OF BOX CULVERT
 EW1606'CURB RETURN NORTH OF 5TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1137 ***********************************************************************
 EW1137  DESIGNATION -  12 06790 C OF LA
 EW1137  PID         -  EW1137
 EW1137  STATE/COUNTY-  CA/LOS ANGELES
 EW1137  USGS QUAD   -  HOLLYWOOD (1994)
 EW1137
 EW1137                         *CURRENT SURVEY CONTROL
 EW1137  ___________________________________________________________________
 EW1137* NAD 83(1986)-  34 02 53.     (N)    118 15 03.     (W)     SCALED    
 EW1137* NAVD 88     -        82.29   (+/-2cm)     270.0    (feet)  VERTCON   
 EW1137  ___________________________________________________________________
 EW1137  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1137  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1137
 EW1137.The horizontal coordinates were scaled from a topographic map and have
 EW1137.an estimated accuracy of +/- 6 seconds.
 EW1137
 EW1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1137.The vertical order pertains to the NGVD 29 superseded value.
 EW1137
 EW1137.The geoid height was determined by GEOID03.
 EW1137
 EW1137;                    North         East    Units  Estimated Accuracy
 EW1137;SPC CA 5     -   560,820.    1,976,840.      MT  (+/- 180 meters Scaled)
 EW1137
 EW1137                          SUPERSEDED SURVEY CONTROL
 EW1137
 EW1137  NGVD 29 (??/??/92)   81.510  (m)          267.42   (f) ADJ UNCH    1 1
 EW1137
 EW1137.Superseded values are not recommended for survey control.
 EW1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1137.See file dsdata.txt to determine how the superseded data were derived.
 EW1137
 EW1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845681(NAD 83)
 EW1137_MARKER: S = SPIKE
 EW1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1137_SP_SET: CATCH BASIN
 EW1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1137
 EW1137  HISTORY     - Date     Condition        Report By
 EW1137  HISTORY     - UNK      MONUMENTED       CA1980
 EW1137  HISTORY     - 1968     GOOD             CA1980
 EW1137
 EW1137                          STATION DESCRIPTION
 EW1137
 EW1137'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1137'AT LOS ANGELES.
 EW1137'CUT SPIKE, 3.5 FEET EAST OF THE EAST CURB LINE OF BROADWAY, 10
 EW1137'FEET NORTH OF THE NORTH PROPERTY LINE OF FIFTH STREET, IN TOP
 EW1137'OF A CATCH BASIN, AT THE SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1582 ***********************************************************************
 EW1582  DESIGNATION -  12 06798 C OF LA
 EW1582  PID         -  EW1582
 EW1582  STATE/COUNTY-  CA/LOS ANGELES
 EW1582  USGS QUAD   -  LOS ANGELES (1994)
 EW1582
 EW1582                         *CURRENT SURVEY CONTROL
 EW1582  ___________________________________________________________________
 EW1582* NAD 83(1986)-  34 02 56.     (N)    118 15 00.     (W)     SCALED    
 EW1582* NAVD 88     -        84.26   (+/-2cm)     276.4    (feet)  VERTCON   
 EW1582  ___________________________________________________________________
 EW1582  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1582  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1582
 EW1582.The horizontal coordinates were scaled from a topographic map and have
 EW1582.an estimated accuracy of +/- 6 seconds.
 EW1582
 EW1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1582.The vertical order pertains to the NGVD 29 superseded value.
 EW1582
 EW1582.The geoid height was determined by GEOID03.
 EW1582
 EW1582;                    North         East    Units  Estimated Accuracy
 EW1582;SPC CA 5     -   560,920.    1,976,920.      MT  (+/- 180 meters Scaled)
 EW1582
 EW1582                          SUPERSEDED SURVEY CONTROL
 EW1582
 EW1582  NGVD 29 (??/??/92)   83.48   (m)          273.9    (f) COMPUTED    1 1
 EW1582
 EW1582.Superseded values are not recommended for survey control.
 EW1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1582.See file dsdata.txt to determine how the superseded data were derived.
 EW1582
 EW1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT846682(NAD 83)
 EW1582_MARKER: DD = SURVEY DISK
 EW1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1582_SP_SET: CATCH BASIN
 EW1582_STAMPING: 12-06798 1973
 EW1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1582
 EW1582  HISTORY     - Date     Condition        Report By
 EW1582  HISTORY     - 1973     MONUMENTED       CA1980
 EW1582
 EW1582                          STATION DESCRIPTION
 EW1582
 EW1582'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW1582'IN LOS ANGELES.
 EW1582'CITY OF L.A. SURVEY PRECISE BENCH MARK STAMPED 12-06798 1973, 2 FEET
 EW1582'SOUTH OF SOUTH CURB LINE OF 4TH STREET, 12.8 FT WEST OF WEST PROPERTY
 EW1582'LINE OF BROADWAY, IN WEST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1138 ***********************************************************************
 EW1138  DESIGNATION -  12 06800 C OF LA
 EW1138  PID         -  EW1138
 EW1138  STATE/COUNTY-  CA/LOS ANGELES
 EW1138  USGS QUAD   -  LOS ANGELES (1994)
 EW1138
 EW1138                         *CURRENT SURVEY CONTROL
 EW1138  ___________________________________________________________________
 EW1138* NAD 83(1986)-  34 02 57.     (N)    118 14 58.     (W)     SCALED    
 EW1138* NAVD 88     -        84.31   (+/-2cm)     276.6    (feet)  VERTCON   
 EW1138  ___________________________________________________________________
 EW1138  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1138  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1138
 EW1138.The horizontal coordinates were scaled from a topographic map and have
 EW1138.an estimated accuracy of +/- 6 seconds.
 EW1138
 EW1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1138.The vertical order pertains to the NGVD 29 superseded value.
 EW1138
 EW1138.The geoid height was determined by GEOID03.
 EW1138
 EW1138;                    North         East    Units  Estimated Accuracy
 EW1138;SPC CA 5     -   560,950.    1,976,970.      MT  (+/- 180 meters Scaled)
 EW1138
 EW1138                          SUPERSEDED SURVEY CONTROL
 EW1138
 EW1138  NGVD 29 (??/??/92)   83.525  (m)          274.03   (f) ADJ UNCH    1 2
 EW1138
 EW1138.Superseded values are not recommended for survey control.
 EW1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1138.See file dsdata.txt to determine how the superseded data were derived.
 EW1138
 EW1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT846683(NAD 83)
 EW1138_MARKER: S = SPIKE
 EW1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1138_SP_SET: CURB
 EW1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1138
 EW1138  HISTORY     - Date     Condition        Report By
 EW1138  HISTORY     - UNK      MONUMENTED       CA1980
 EW1138  HISTORY     - 1968     GOOD             CA1980
 EW1138
 EW1138                          STATION DESCRIPTION
 EW1138
 EW1138'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1138'AT LOS ANGELES.
 EW1138'WIRE SPIKE IN THE WEST CURB OF BROADWAY, 10 FEET NORTH OF THE
 EW1138'NORTH PROPERTY LINE OF FOURTH STREET, NORTH END OF A CATCH
 EW1138'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1139 ***********************************************************************
 EW1139  DESIGNATION -  12 06811 C OF LA
 EW1139  PID         -  EW1139
 EW1139  STATE/COUNTY-  CA/LOS ANGELES
 EW1139  USGS QUAD   -  LOS ANGELES (1994)
 EW1139
 EW1139                         *CURRENT SURVEY CONTROL
 EW1139  ___________________________________________________________________
 EW1139* NAD 83(1986)-  34 03 02.     (N)    118 14 52.     (W)     SCALED    
 EW1139* NAVD 88     -        86.69   (+/-2cm)     284.4    (feet)  VERTCON   
 EW1139  ___________________________________________________________________
 EW1139  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1139  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1139
 EW1139.The horizontal coordinates were scaled from a topographic map and have
 EW1139.an estimated accuracy of +/- 6 seconds.
 EW1139
 EW1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1139.The vertical order pertains to the NGVD 29 superseded value.
 EW1139
 EW1139.The geoid height was determined by GEOID03.
 EW1139
 EW1139;                    North         East    Units  Estimated Accuracy
 EW1139;SPC CA 5     -   561,100.    1,977,120.      MT  (+/- 180 meters Scaled)
 EW1139
 EW1139                          SUPERSEDED SURVEY CONTROL
 EW1139
 EW1139  NGVD 29 (??/??/92)   85.912  (m)          281.86   (f) ADJ UNCH    1 1
 EW1139
 EW1139.Superseded values are not recommended for survey control.
 EW1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1139.See file dsdata.txt to determine how the superseded data were derived.
 EW1139
 EW1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT848684(NAD 83)
 EW1139_MARKER: S = SPIKE
 EW1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1139_SP_SET: CATCH BASIN
 EW1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1139
 EW1139  HISTORY     - Date     Condition        Report By
 EW1139  HISTORY     - UNK      MONUMENTED       CA1980
 EW1139  HISTORY     - 1968     GOOD             CA1980
 EW1139
 EW1139                          STATION DESCRIPTION
 EW1139
 EW1139'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1139'AT LOS ANGELES.
 EW1139'WIRE SPIKE IN THE EAST CURB OF BROADWAY, 11 FEET NORTH OF THE
 EW1139'NORTH PROPERTY LINE OF 3RD STREET, NORTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1075 ***********************************************************************
 EW1075  DESIGNATION -  12 06852 C OF LA
 EW1075  PID         -  EW1075
 EW1075  STATE/COUNTY-  CA/LOS ANGELES
 EW1075  USGS QUAD   -  LOS ANGELES (1994)
 EW1075
 EW1075                         *CURRENT SURVEY CONTROL
 EW1075  ___________________________________________________________________
 EW1075* NAD 83(1986)-  34 03 08.     (N)    118 14 47.     (W)     SCALED    
 EW1075* NAVD 88     -        87.80   (+/-2cm)     288.1    (feet)  VERTCON   
 EW1075  ___________________________________________________________________
 EW1075  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1075  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1075
 EW1075.The horizontal coordinates were scaled from a topographic map and have
 EW1075.an estimated accuracy of +/- 6 seconds.
 EW1075
 EW1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1075.The vertical order pertains to the NGVD 29 superseded value.
 EW1075
 EW1075.The geoid height was determined by GEOID03.
 EW1075
 EW1075;                    North         East    Units  Estimated Accuracy
 EW1075;SPC CA 5     -   561,280.    1,977,250.      MT  (+/- 180 meters Scaled)
 EW1075
 EW1075                          SUPERSEDED SURVEY CONTROL
 EW1075
 EW1075  NGVD 29 (??/??/92)   87.019  (m)          285.49   (f) ADJ UNCH    1 1
 EW1075
 EW1075.Superseded values are not recommended for survey control.
 EW1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1075.See file dsdata.txt to determine how the superseded data were derived.
 EW1075
 EW1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT849686(NAD 83)
 EW1075_MARKER: Z = SEE DESCRIPTION
 EW1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1075+STABILITY: SURFACE MOTION
 EW1075
 EW1075  HISTORY     - Date     Condition        Report By
 EW1075  HISTORY     - UNK      MONUMENTED       CA1980
 EW1075  HISTORY     - 1968     GOOD             CA1980
 EW1075
 EW1075                          STATION DESCRIPTION
 EW1075
 EW1075'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1075'AT LOS ANGELES.
 EW1075'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1075'BROADWAY AND SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1116 ***********************************************************************
 EW1116  DESIGNATION -  12 06870 C OF LA
 EW1116  PID         -  EW1116
 EW1116  STATE/COUNTY-  CA/LOS ANGELES
 EW1116  USGS QUAD   -  LOS ANGELES (1994)
 EW1116
 EW1116                         *CURRENT SURVEY CONTROL
 EW1116  ___________________________________________________________________
 EW1116* NAD 83(1986)-  34 03 12.     (N)    118 14 44.     (W)     SCALED    
 EW1116* NAVD 88     -        89.64   (+/-2cm)     294.1    (feet)  VERTCON   
 EW1116  ___________________________________________________________________
 EW1116  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EW1116  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1116
 EW1116.The horizontal coordinates were scaled from a topographic map and have
 EW1116.an estimated accuracy of +/- 6 seconds.
 EW1116
 EW1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1116.The vertical order pertains to the NGVD 29 superseded value.
 EW1116
 EW1116.The geoid height was determined by GEOID03.
 EW1116
 EW1116;                    North         East    Units  Estimated Accuracy
 EW1116;SPC CA 5     -   561,410.    1,977,330.      MT  (+/- 180 meters Scaled)
 EW1116
 EW1116                          SUPERSEDED SURVEY CONTROL
 EW1116
 EW1116  NGVD 29 (??/??/92)   88.861  (m)          291.54   (f) ADJ UNCH    1 1
 EW1116
 EW1116.Superseded values are not recommended for survey control.
 EW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1116.See file dsdata.txt to determine how the superseded data were derived.
 EW1116
 EW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850687(NAD 83)
 EW1116_MARKER: Z = SEE DESCRIPTION
 EW1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1116+STABILITY: SURFACE MOTION
 EW1116
 EW1116  HISTORY     - Date     Condition        Report By
 EW1116  HISTORY     - UNK      MONUMENTED       CA1980
 EW1116  HISTORY     - 1968     GOOD             CA1980
 EW1116
 EW1116                          STATION DESCRIPTION
 EW1116
 EW1116'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1116'AT LOS ANGELES.
 EW1116'STANDARD SURVEY MONUMENT IN THE INTERSECTION OF BROADWAY AND
 EW1116'FIRST STREET, 18 FEET WEST OF THE CENTER LINE OF BROADWAY, 34
 EW1116'FEET NORTH OF THE EASTERLY PROLONGATION OF THE SOUTH PROPERTY
 EW1116'LINE OF FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1117 ***********************************************************************
 EW1117  DESIGNATION -  12 06890 C OF LA
 EW1117  PID         -  EW1117
 EW1117  STATE/COUNTY-  CA/LOS ANGELES
 EW1117  USGS QUAD   -  LOS ANGELES (1994)
 EW1117
 EW1117                         *CURRENT SURVEY CONTROL
 EW1117  ___________________________________________________________________
 EW1117* NAD 83(1986)-  34 03 12.     (N)    118 14 44.     (W)     SCALED    
 EW1117* NAVD 88     -        90.66   (+/-2cm)     297.4    (feet)  VERTCON   
 EW1117  ___________________________________________________________________
 EW1117  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EW1117  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1117
 EW1117.The horizontal coordinates were scaled from a topographic map and have
 EW1117.an estimated accuracy of +/- 6 seconds.
 EW1117
 EW1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1117.The vertical order pertains to the NGVD 29 superseded value.
 EW1117
 EW1117.The geoid height was determined by GEOID03.
 EW1117
 EW1117;                    North         East    Units  Estimated Accuracy
 EW1117;SPC CA 5     -   561,410.    1,977,330.      MT  (+/- 180 meters Scaled)
 EW1117
 EW1117                          SUPERSEDED SURVEY CONTROL
 EW1117
 EW1117  NGVD 29 (??/??/92)   89.876  (m)          294.87   (f) ADJ UNCH    1 1
 EW1117
 EW1117.Superseded values are not recommended for survey control.
 EW1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1117.See file dsdata.txt to determine how the superseded data were derived.
 EW1117
 EW1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850687(NAD 83)
 EW1117_MARKER: S = SPIKE
 EW1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1117_SP_SET: CURB
 EW1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1117
 EW1117  HISTORY     - Date     Condition        Report By
 EW1117  HISTORY     - UNK      MONUMENTED       CA1980
 EW1117  HISTORY     - 1968     GOOD             CA1980
 EW1117
 EW1117                          STATION DESCRIPTION
 EW1117
 EW1117'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1117'AT LOS ANGELES.
 EW1117'CUT SPIKE IN WEST CURB OF BROADWAY, 16 FEET NORTH OF THE NORTH
 EW1117'PROPERTY LINE OF FIRST STREET, SOUTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7924 ***********************************************************************
 DJ7924  DESIGNATION -  12 07029
 DJ7924  PID         -  DJ7924
 DJ7924  STATE/COUNTY-  CA/LOS ANGELES
 DJ7924  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7924
 DJ7924                         *CURRENT SURVEY CONTROL
 DJ7924  ___________________________________________________________________
 DJ7924* NAD 83(1986)-  34 01 18.     (N)    118 16 47.     (W)     SCALED    
 DJ7924* NAVD 88     -        58.997  (meters)     193.56   (feet)  ADJUSTED  
 DJ7924  ___________________________________________________________________
 DJ7924  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DJ7924  DYNAMIC HT  -          58.933 (meters)     193.35  (feet)  COMP
 DJ7924  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DJ7924
 DJ7924  VERT ORDER  -  SECOND    CLASS II
 DJ7924
 DJ7924.The horizontal coordinates were scaled from a topographic map and have
 DJ7924.an estimated accuracy of +/- 6 seconds.
 DJ7924
 DJ7924.The orthometric height was determined by differential leveling
 DJ7924.and adjusted in February 2008.
 DJ7924.No vertical observational check was made to the station.
 DJ7924
 DJ7924.The geoid height was determined by GEOID03.
 DJ7924
 DJ7924.The dynamic height is computed by dividing the NAVD 88
 DJ7924.geopotential number by the normal gravity value computed on the
 DJ7924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7924.degrees latitude (g = 980.6199 gals.).
 DJ7924
 DJ7924.The modeled gravity was interpolated from observed gravity values.
 DJ7924
 DJ7924;                    North         East    Units  Estimated Accuracy
 DJ7924;SPC CA 5     -   557,900.    1,974,160.      MT  (+/- 180 meters Scaled)
 DJ7924
 DJ7924                          SUPERSEDED SURVEY CONTROL
 DJ7924
 DJ7924.No superseded survey control is available for this station.
 DJ7924
 DJ7924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT818652(NAD 83)
 DJ7924_MARKER: S = SPIKE
 DJ7924_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7924_SP_SET: CATCH BASIN
 DJ7924_MARK LOGO: NONE  
 DJ7924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7924+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 DJ7924
 DJ7924  HISTORY     - Date     Condition        Report By
 DJ7924  HISTORY     - 20060629 MONUMENTED       CA1980
 DJ7924
 DJ7924                          STATION DESCRIPTION
 DJ7924
 DJ7924'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7924'THE MARK IS LOCATED WEST OF THE HARBOR FREEWAY, IN THE CITY OF LOS
 DJ7924'ANGELES, CALIFORNIA.
 DJ7924' 
 DJ7924'THE MARK IS A SPIKE SET IN THE NORTHWEST CORNER OF CATCH BASIN ON THE
 DJ7924'SOUTH CURB OF JEFFERSON BOULEVARD, 7.62 M (25.0 FT) EAST OF EAST MOST
 DJ7924'CURB OF FIGUEROA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1405 ***********************************************************************
 EW1405  DESIGNATION -  12 07750 C OF LA
 EW1405  PID         -  EW1405
 EW1405  STATE/COUNTY-  CA/LOS ANGELES
 EW1405  USGS QUAD   -  HOLLYWOOD (1994)
 EW1405
 EW1405                         *CURRENT SURVEY CONTROL
 EW1405  ___________________________________________________________________
 EW1405* NAD 83(1986)-  34 03 41.     (N)    118 16 59.     (W)     SCALED    
 EW1405* NAVD 88     -        80.65   (+/-2cm)     264.6    (feet)  VERTCON   
 EW1405  ___________________________________________________________________
 EW1405  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1405  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1405
 EW1405.The horizontal coordinates were scaled from a topographic map and have
 EW1405.an estimated accuracy of +/- 6 seconds.
 EW1405
 EW1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1405.The vertical order pertains to the NGVD 29 superseded value.
 EW1405
 EW1405.The geoid height was determined by GEOID03.
 EW1405
 EW1405;                    North         East    Units  Estimated Accuracy
 EW1405;SPC CA 5     -   562,310.    1,973,870.      MT  (+/- 180 meters Scaled)
 EW1405
 EW1405                          SUPERSEDED SURVEY CONTROL
 EW1405
 EW1405  NGVD 29 (??/??/92)   79.872  (m)          262.05   (f) ADJ UNCH    1 1
 EW1405
 EW1405.Superseded values are not recommended for survey control.
 EW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1405.See file dsdata.txt to determine how the superseded data were derived.
 EW1405
 EW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815697(NAD 83)
 EW1405_MARKER: S = SPIKE
 EW1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1405_SP_SET: CURB
 EW1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1405
 EW1405  HISTORY     - Date     Condition        Report By
 EW1405  HISTORY     - UNK      MONUMENTED       CA1980
 EW1405  HISTORY     - 1968     GOOD             CA1980
 EW1405
 EW1405                          STATION DESCRIPTION
 EW1405
 EW1405'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1405'AT LOS ANGELES.
 EW1405'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 13 FEET
 EW1405'EAST OF THE EAST PROPERTY LINE OF LA FAYETTE PARK PLACE, WEST
 EW1405'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1420 ***********************************************************************
 EW1420  DESIGNATION -  12 09350 C OF LA
 EW1420  PID         -  EW1420
 EW1420  STATE/COUNTY-  CA/LOS ANGELES
 EW1420  USGS QUAD   -  HOLLYWOOD (1994)
 EW1420
 EW1420                         *CURRENT SURVEY CONTROL
 EW1420  ___________________________________________________________________
 EW1420* NAD 83(1986)-  34 03 42.     (N)    118 18 00.     (W)     SCALED    
 EW1420* NAVD 88     -        67.89   (+/-2cm)     222.7    (feet)  VERTCON   
 EW1420  ___________________________________________________________________
 EW1420  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1420  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1420
 EW1420.The horizontal coordinates were scaled from a topographic map and have
 EW1420.an estimated accuracy of +/- 6 seconds.
 EW1420
 EW1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1420.The vertical order pertains to the NGVD 29 superseded value.
 EW1420
 EW1420.The geoid height was determined by GEOID03.
 EW1420
 EW1420;                    North         East    Units  Estimated Accuracy
 EW1420;SPC CA 5     -   562,350.    1,972,310.      MT  (+/- 180 meters Scaled)
 EW1420
 EW1420                          SUPERSEDED SURVEY CONTROL
 EW1420
 EW1420  NGVD 29 (??/??/92)   67.115  (m)          220.19   (f) ADJ UNCH    1 1
 EW1420
 EW1420.Superseded values are not recommended for survey control.
 EW1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1420.See file dsdata.txt to determine how the superseded data were derived.
 EW1420
 EW1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT800697(NAD 83)
 EW1420_MARKER: S = SPIKE
 EW1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1420_SP_SET: CATCH BASIN
 EW1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1420
 EW1420  HISTORY     - Date     Condition        Report By
 EW1420  HISTORY     - UNK      MONUMENTED       CA1980
 EW1420  HISTORY     - 1968     GOOD             CA1980
 EW1420
 EW1420                          STATION DESCRIPTION
 EW1420
 EW1420'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1420'AT LOS ANGELES.
 EW1420'CUT SPIKE, 3.8 FEET NORTH OF THE NORTH CURB LINE OF WILSHIRE
 EW1420'BOULEVARD, 52.3 FEET WEST OF THE WEST PROPERTY LINE OF NORMANDIE
 EW1420'AVENUE, IN TOP OF A CATCH BASIN, AT THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0529 ***********************************************************************
 JR0529  DESIGNATION -  12 1
 JR0529  PID         -  JR0529
 JR0529  STATE/COUNTY-  CA/ALPINE
 JR0529  USGS QUAD   -  WOODFORDS (1979)
 JR0529
 JR0529                         *CURRENT SURVEY CONTROL
 JR0529  ___________________________________________________________________
 JR0529* NAD 83(1986)-  38 51 12.     (N)    119 47 29.     (W)     SCALED    
 JR0529* NAVD 88     -      1484.29   (+/-2cm)    4869.7    (feet)  VERTCON   
 JR0529  ___________________________________________________________________
 JR0529  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JR0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0529
 JR0529.The horizontal coordinates were scaled from a topographic map and have
 JR0529.an estimated accuracy of +/- 6 seconds.
 JR0529
 JR0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0529.The vertical order pertains to the NGVD 29 superseded value.
 JR0529
 JR0529.The geoid height was determined by GEOID03.
 JR0529
 JR0529;                    North         East    Units  Estimated Accuracy
 JR0529;SPC CA 2     -   634,060.    2,191,690.      MT  (+/- 180 meters Scaled)
 JR0529
 JR0529                          SUPERSEDED SURVEY CONTROL
 JR0529
 JR0529  NGVD 29 (??/??/92) 1483.105  (m)         4865.82   (f) ADJ UNCH    2 0
 JR0529
 JR0529.Superseded values are not recommended for survey control.
 JR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0529.See file dsdata.txt to determine how the superseded data were derived.
 JR0529
 JR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD577042(NAD 83)
 JR0529_MARKER: DB = BENCH MARK DISK
 JR0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JR0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JR0529_STAMPING: 12-1
 JR0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0529+STABILITY: SURFACE MOTION
 JR0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0529+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2001
 JR0529
 JR0529  HISTORY     - Date     Condition        Report By
 JR0529  HISTORY     - UNK      MONUMENTED       NVGS
 JR0529  HISTORY     - 1951     GOOD             NGS
 JR0529  HISTORY     - 20010115 GOOD             NVGS
 JR0529
 JR0529                          STATION DESCRIPTION
 JR0529
 JR0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JR0529'2 MI N FROM FREDERICKSBURG.
 JR0529'ABOUT 2.0 MILES NORTH ALONG A COUNTY ASPHALT ROAD FROM THE
 JR0529'SCHOOLHOUSE AT FREDERICKSBURG, 0.15 MILES SOUTH OF THE
 JR0529'CALIFORNIA-NEVADA STATE LINE, ABOUT 60 YARDS SOUTHWEST OF AN
 JR0529'18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 68 1/2
 JR0529'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A
 JR0529'FENCE, 2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 JR0529'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 JR0529'THE GROUND.
 JR0529
 JR0529                          STATION RECOVERY (2001)
 JR0529
 JR0529'RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH)
 JR0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3342 ***********************************************************************
 EV3342  DESIGNATION -  12 1 A
 EV3342  PID         -  EV3342
 EV3342  STATE/COUNTY-  CA/LOS ANGELES
 EV3342  USGS QUAD   -  BALDWIN PARK (1981)
 EV3342
 EV3342                         *CURRENT SURVEY CONTROL
 EV3342  ___________________________________________________________________
 EV3342* NAD 83(1986)-  34 02 50.     (N)    117 59 34.     (W)     SCALED    
 EV3342* NAVD 88     -        90.40   (+/-2cm)     296.6    (feet)  VERTCON   
 EV3342  ___________________________________________________________________
 EV3342  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EV3342  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3342
 EV3342.The horizontal coordinates were scaled from a topographic map and have
 EV3342.an estimated accuracy of +/- 6 seconds.
 EV3342
 EV3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3342.The vertical order pertains to the NGVD 29 superseded value.
 EV3342
 EV3342.The geoid height was determined by GEOID03.
 EV3342
 EV3342;                    North         East    Units  Estimated Accuracy
 EV3342;SPC CA 5     -   560,700.    2,000,670.      MT  (+/- 180 meters Scaled)
 EV3342
 EV3342                          SUPERSEDED SURVEY CONTROL
 EV3342
 EV3342  NGVD 29 (??/??/92)   89.680  (m)          294.23   (f) ADJ UNCH    1 2
 EV3342
 EV3342.Superseded values are not recommended for survey control.
 EV3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3342.See file dsdata.txt to determine how the superseded data were derived.
 EV3342
 EV3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT083678(NAD 83)
 EV3342_MARKER: DD = SURVEY DISK
 EV3342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3342_SP_SET: CULVERT
 EV3342_STAMPING: BM 12-1A 1971 RE 7078
 EV3342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3342
 EV3342  HISTORY     - Date     Condition        Report By
 EV3342  HISTORY     - 1971     MONUMENTED       CA-037
 EV3342  HISTORY     - 1975     GOOD             CA-037
 EV3342
 EV3342                          STATION DESCRIPTION
 EV3342
 EV3342'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3342'2.7 MI NW FROM INDUSTRY.
 EV3342'CITY OF INDUSTRY, VALLEY BLVD. AND VINELAND AVE. NORTHEASTERLY CORNER,
 EV3342'138.0 FEET NORTHEASTERLY FROM THE APPROXIMATE CENTERLINE OF VALLEY
 EV3342'BLVD. 20.0 FEET SOUTHWESTERLY FROM THE APPROXIMATE CENTERLINE OF
 EV3342'PITCHESS PLACE 30.6 FEET SOUTHEASTERLY FROM THE APPROXIMATE CENTERLINE
 EV3342'OF VINELAND AVE. 41.9 FEET NORTHEASTERLY FROM THE EASTERLY RAIL OF THE
 EV3342'MAIN LINE TRACK (S.P.R.R.) 10.0 FEET WESTERLY FROM THE CORNER OF AN
 EV3342'8-INCH CHAIN LINK FENCE 6.5 FEET SOUTHERLY FROM A TELEGRAPH POLE (NO
 EV3342'NUMBER) 1.0 FOOT EASTERLY FROM THE WESTERLY END OF THE CONCRETE
 EV3342'HEADWALL, FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6777 ***********************************************************************
 EW6777  DESIGNATION -  12 10 A
 EW6777  PID         -  EW6777
 EW6777  STATE/COUNTY-  CA/LOS ANGELES
 EW6777  USGS QUAD   -  EL MONTE (1994)
 EW6777
 EW6777                         *CURRENT SURVEY CONTROL
 EW6777  ___________________________________________________________________
 EW6777* NAD 83(1986)-  34 03 46.     (N)    118 04 34.     (W)     SCALED    
 EW6777* NAVD 88     -        75.947  (meters)     249.17   (feet)  ADJUSTED  
 EW6777  ___________________________________________________________________
 EW6777  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW6777  DYNAMIC HT  -          75.866 (meters)     248.90  (feet)  COMP
 EW6777  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 EW6777
 EW6777  VERT ORDER  -  FIRST     CLASS II
 EW6777
 EW6777.The horizontal coordinates were scaled from a topographic map and have
 EW6777.an estimated accuracy of +/- 6 seconds.
 EW6777
 EW6777.The orthometric height was determined by differential leveling
 EW6777.and adjusted in June 1991.
 EW6777
 EW6777.The geoid height was determined by GEOID03.
 EW6777
 EW6777.The dynamic height is computed by dividing the NAVD 88
 EW6777.geopotential number by the normal gravity value computed on the
 EW6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6777.degrees latitude (g = 980.6199 gals.).
 EW6777
 EW6777.The modeled gravity was interpolated from observed gravity values.
 EW6777
 EW6777;                    North         East    Units  Estimated Accuracy
 EW6777;SPC CA 5     -   562,430.    1,992,970.      MT  (+/- 180 meters Scaled)
 EW6777
 EW6777                          SUPERSEDED SURVEY CONTROL
 EW6777
 EW6777  NGVD 29 (??/??/92)   75.257  (m)          246.91   (f) ADJ UNCH    1 2
 EW6777
 EW6777.Superseded values are not recommended for survey control.
 EW6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6777.See file dsdata.txt to determine how the superseded data were derived.
 EW6777
 EW6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT006696(NAD 83)
 EW6777_MARKER: DD = SURVEY DISK
 EW6777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6777_SP_SET: CATCH BASIN
 EW6777_STAMPING: BM 12-10 A 1971 7078
 EW6777_MARK LOGO: CA-037
 EW6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6777+STABILITY: SURFACE MOTION
 EW6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6777+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 EW6777
 EW6777  HISTORY     - Date     Condition        Report By
 EW6777  HISTORY     - 1961     MONUMENTED       CA-037
 EW6777  HISTORY     - 1975     GOOD             CA-037
 EW6777  HISTORY     - 1987     GOOD             NGS
 EW6777  HISTORY     - 19890512 GOOD             NGS
 EW6777
 EW6777                          STATION DESCRIPTION
 EW6777
 EW6777'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6777'1.2 MI S FROM ROSEMEAD.
 EW6777'CITY OF ROSEMEAD, GARVEY AVENUE (NORTH SIDE) AT IVAR AVENUE 39.0 FEET
 EW6777'NORTH FROM THE APPROXIMATE CENTERLINE OF GARVEY AVE. 54.5 FEET WEST
 EW6777'FROM THE APPROXIMATE CENTERLINE OF IVAR AVE. 61.4 FEET EAST FROM P.P.
 EW6777'NO. 92177E, 14.4 FEET WEST FROM THE WEST END OF THE CURB RETURN 1.1
 EW6777'FEET NORTH FROM THE NORTH CURB OF GARVEY AVE. FLUSH IN THE CONCRETE
 EW6777'COVER OVER A FLOOD CONTROL INLET BOX SOUTHWESTERLY CORNER, AND OVER
 EW6777'THE WEST RETAINING WALL.
 EW6777
 EW6777                          STATION RECOVERY (1987)
 EW6777
 EW6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW6777'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 EW6777'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.80
 EW6777'MI) EAST ALONG GARVEY AVENUE FROM THE INTERSECTION OF SAN GABRIEL
 EW6777'BOULEVARD IN ROSEMEAD, IN THE SOUTHWEST CORNER OF A CATCH BASIN, 11.9
 EW6777'M (39.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 16.8 M (55.1 FT)
 EW6777'WEST OF THE CENTERLINE OF IVAR AVENUE, 0.3 M (1.0 FT) NORTH OF THE
 EW6777'SOUTHWEST CORNER OF THE CATCH BASIN.
 EW6777
 EW6777                          STATION RECOVERY (1989)
 EW6777
 EW6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6777'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ROSEMEAD
 EW6777'AT THE INTERSECTION OF GARVEY AVE AND IVAR AVE SET IN TOP OF THE
 EW6777'SOUTHWEST CORNER OF A 11 X 4 FOOT CONCRETE CATCH BASIN 17.3M(56.8FT)
 EW6777'W OF THE CENTERLINE OF IVAR AVE 7.3M(24.0FT) N OF THE CENTERLINE OF
 EW6777'THE WESTBOUND LANES OF GARVEY AVE 0.3M(1.0FT) ABOVE THE AVE
 EW6777'0.1M(0.3FT) E OF THE WEST END OF THE BASIN NOTE THE DESIGNATION USED
 EW6777'IN THE 1987 LEVELING WAS CG 4048 LA CO NOTE THE STAMPING IS BM 12-10
 EW6777'1971 7078 AND HAS BEEN IDENTIFIED AS 12 10 A ON SUMMARY 1989 L25086/2
 EW6777'WITH ARCHIVE NUMBER EW6777 NOTE THE DESIGNATION USED IN THE 1987
 EW6777'LEVELING WAS CG 4048 LA CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6778 ***********************************************************************
 EW6778  DESIGNATION -  12 11 LA CO
 EW6778  PID         -  EW6778
 EW6778  STATE/COUNTY-  CA/LOS ANGELES
 EW6778  USGS QUAD   -  EL MONTE (1994)
 EW6778
 EW6778                         *CURRENT SURVEY CONTROL
 EW6778  ___________________________________________________________________
 EW6778* NAD 83(1986)-  34 03 46.     (N)    118 04 54.     (W)     SCALED    
 EW6778* NAVD 88     -        78.97   (+/-2cm)     259.1    (feet)  VERTCON   
 EW6778  ___________________________________________________________________
 EW6778  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW6778  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6778
 EW6778.The horizontal coordinates were scaled from a topographic map and have
 EW6778.an estimated accuracy of +/- 6 seconds.
 EW6778
 EW6778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6778.The vertical order pertains to the NGVD 29 superseded value.
 EW6778
 EW6778.The geoid height was determined by GEOID03.
 EW6778
 EW6778;                    North         East    Units  Estimated Accuracy
 EW6778;SPC CA 5     -   562,430.    1,992,460.      MT  (+/- 180 meters Scaled)
 EW6778
 EW6778                          SUPERSEDED SURVEY CONTROL
 EW6778
 EW6778  NGVD 29 (??/??/92)   78.265  (m)          256.77   (f) ADJ UNCH    1 2
 EW6778
 EW6778.Superseded values are not recommended for survey control.
 EW6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6778.See file dsdata.txt to determine how the superseded data were derived.
 EW6778
 EW6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT001696(NAD 83)
 EW6778_MARKER: DD = SURVEY DISK
 EW6778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6778_SP_SET: WELL
 EW6778_STAMPING: BM 12-11 1952 63
 EW6778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6778
 EW6778  HISTORY     - Date     Condition        Report By
 EW6778  HISTORY     - 1952     MONUMENTED       CA-037
 EW6778  HISTORY     - 1975     GOOD             CA-037
 EW6778
 EW6778                          STATION DESCRIPTION
 EW6778
 EW6778'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6778'0.3 MI E FROM ROSEMEAD.
 EW6778'GARVEY AVENUE AND WALNUT GROVE AVENUE, AT THE SOUTHEAST CORNER, 116.5
 EW6778'FEET EAST OF THE CENTERLINE OF WALNUT GROVE AVENUE AND 39.7 FEET SOUTH
 EW6778'OF THE CENTERLINE OF GARVEY AVENUE, SET ABOUT 8 INCHES BELOW THE TOP
 EW6778'OF THE CURB IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY
 EW6778'SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1218 ***********************************************************************
 EW1218  DESIGNATION -  12 11370 C OF LA
 EW1218  PID         -  EW1218
 EW1218  STATE/COUNTY-  CA/LOS ANGELES
 EW1218  USGS QUAD   -  HOLLYWOOD (1994)
 EW1218
 EW1218                         *CURRENT SURVEY CONTROL
 EW1218  ___________________________________________________________________
 EW1218* NAD 83(1986)-  34 01 06.     (N)    118 20 06.     (W)     SCALED    
 EW1218* NAVD 88     -        34.86   (+/-2cm)     114.4    (feet)  VERTCON   
 EW1218  ___________________________________________________________________
 EW1218  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EW1218  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1218
 EW1218.The horizontal coordinates were scaled from a topographic map and have
 EW1218.an estimated accuracy of +/- 6 seconds.
 EW1218
 EW1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1218.The vertical order pertains to the NGVD 29 superseded value.
 EW1218
 EW1218.The geoid height was determined by GEOID03.
 EW1218
 EW1218;                    North         East    Units  Estimated Accuracy
 EW1218;SPC CA 5     -   557,550.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1218
 EW1218                          SUPERSEDED SURVEY CONTROL
 EW1218
 EW1218  NGVD 29 (??/??/92)   34.091  (m)          111.85   (f) ADJ UNCH    1 1
 EW1218
 EW1218.Superseded values are not recommended for survey control.
 EW1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1218.See file dsdata.txt to determine how the superseded data were derived.
 EW1218
 EW1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767649(NAD 83)
 EW1218_MARKER: DD = SURVEY DISK
 EW1218_SETTING: 0 = UNSPECIFIED SETTING
 EW1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1218
 EW1218  HISTORY     - Date     Condition        Report By
 EW1218  HISTORY     - UNK      MONUMENTED       CA1980
 EW1218  HISTORY     - 1969     GOOD             CA1980
 EW1218
 EW1218                          STATION DESCRIPTION
 EW1218
 EW1218'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1218'AT LOS ANGELES.
 EW1218'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF COLISEUM OLACE,
 EW1218'93 FEET WEST OF THE CENTER LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1217 ***********************************************************************
 EW1217  DESIGNATION -  12 11420 C OF LA
 EW1217  PID         -  EW1217
 EW1217  STATE/COUNTY-  CA/LOS ANGELES
 EW1217  USGS QUAD   -  HOLLYWOOD (1994)
 EW1217
 EW1217                         *CURRENT SURVEY CONTROL
 EW1217  ___________________________________________________________________
 EW1217* NAD 83(1986)-  34 01 06.     (N)    118 20 06.     (W)     SCALED    
 EW1217* NAVD 88     -        34.68   (+/-2cm)     113.8    (feet)  VERTCON   
 EW1217  ___________________________________________________________________
 EW1217  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EW1217  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1217
 EW1217.The horizontal coordinates were scaled from a topographic map and have
 EW1217.an estimated accuracy of +/- 6 seconds.
 EW1217
 EW1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1217.The vertical order pertains to the NGVD 29 superseded value.
 EW1217
 EW1217.The geoid height was determined by GEOID03.
 EW1217
 EW1217;                    North         East    Units  Estimated Accuracy
 EW1217;SPC CA 5     -   557,550.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1217
 EW1217                          SUPERSEDED SURVEY CONTROL
 EW1217
 EW1217  NGVD 29 (??/??/92)   33.912  (m)          111.26   (f) ADJ UNCH    1 1
 EW1217
 EW1217.Superseded values are not recommended for survey control.
 EW1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1217.See file dsdata.txt to determine how the superseded data were derived.
 EW1217
 EW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767649(NAD 83)
 EW1217_MARKER: S = SPIKE
 EW1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1217_SP_SET: CURB
 EW1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1217
 EW1217  HISTORY     - Date     Condition        Report By
 EW1217  HISTORY     - UNK      MONUMENTED       CA1980
 EW1217  HISTORY     - 1969     GOOD             CA1980
 EW1217
 EW1217                          STATION DESCRIPTION
 EW1217
 EW1217'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1217'AT LOS ANGELES.
 EW1217'WIRE SPIKE IN TOP OF THE EAST CURB OF THE EAST ROADWAY OF CRENSHAW
 EW1217'BOULEVARD, 6.5 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH
 EW1217'OF COLISEUM STREET, NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1221 ***********************************************************************
 EW1221  DESIGNATION -  12 11450 C OF LA
 EW1221  PID         -  EW1221
 EW1221  STATE/COUNTY-  CA/LOS ANGELES
 EW1221  USGS QUAD   -  HOLLYWOOD (1994)
 EW1221
 EW1221                         *CURRENT SURVEY CONTROL
 EW1221  ___________________________________________________________________
 EW1221* NAD 83(1986)-  34 01 18.     (N)    118 20 06.     (W)     SCALED    
 EW1221* NAVD 88     -        34.16   (+/-2cm)     112.1    (feet)  VERTCON   
 EW1221  ___________________________________________________________________
 EW1221  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1221  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1221
 EW1221.The horizontal coordinates were scaled from a topographic map and have
 EW1221.an estimated accuracy of +/- 6 seconds.
 EW1221
 EW1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1221.The vertical order pertains to the NGVD 29 superseded value.
 EW1221
 EW1221.The geoid height was determined by GEOID03.
 EW1221
 EW1221;                    North         East    Units  Estimated Accuracy
 EW1221;SPC CA 5     -   557,920.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1221
 EW1221                          SUPERSEDED SURVEY CONTROL
 EW1221
 EW1221  NGVD 29 (??/??/92)   33.391  (m)          109.55   (f) ADJ UNCH    1 1
 EW1221
 EW1221.Superseded values are not recommended for survey control.
 EW1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1221.See file dsdata.txt to determine how the superseded data were derived.
 EW1221
 EW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767653(NAD 83)
 EW1221_MARKER: DD = SURVEY DISK
 EW1221_SETTING: 0 = UNSPECIFIED SETTING
 EW1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1221
 EW1221  HISTORY     - Date     Condition        Report By
 EW1221  HISTORY     - UNK      MONUMENTED       CA1980
 EW1221  HISTORY     - 1969     GOOD             CA1980
 EW1221
 EW1221                          STATION DESCRIPTION
 EW1221
 EW1221'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1221'AT LOS ANGELES.
 EW1221'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1221'CRENSHAW BOULEVARD AND RODEO PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1220 ***********************************************************************
 EW1220  DESIGNATION -  12 11470 C OF LA
 EW1220  PID         -  EW1220
 EW1220  STATE/COUNTY-  CA/LOS ANGELES
 EW1220  USGS QUAD   -  HOLLYWOOD (1994)
 EW1220
 EW1220                         *CURRENT SURVEY CONTROL
 EW1220  ___________________________________________________________________
 EW1220* NAD 83(1986)-  34 01 18.     (N)    118 20 06.     (W)     SCALED    
 EW1220* NAVD 88     -        34.11   (+/-2cm)     111.9    (feet)  VERTCON   
 EW1220  ___________________________________________________________________
 EW1220  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1220  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1220
 EW1220.The horizontal coordinates were scaled from a topographic map and have
 EW1220.an estimated accuracy of +/- 6 seconds.
 EW1220
 EW1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1220.The vertical order pertains to the NGVD 29 superseded value.
 EW1220
 EW1220.The geoid height was determined by GEOID03.
 EW1220
 EW1220;                    North         East    Units  Estimated Accuracy
 EW1220;SPC CA 5     -   557,920.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1220
 EW1220                          SUPERSEDED SURVEY CONTROL
 EW1220
 EW1220  NGVD 29 (??/??/92)   33.341  (m)          109.39   (f) ADJ UNCH    1 1
 EW1220
 EW1220.Superseded values are not recommended for survey control.
 EW1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1220.See file dsdata.txt to determine how the superseded data were derived.
 EW1220
 EW1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767653(NAD 83)
 EW1220_MARKER: DD = SURVEY DISK
 EW1220_SETTING: 0 = UNSPECIFIED SETTING
 EW1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1220
 EW1220  HISTORY     - Date     Condition        Report By
 EW1220  HISTORY     - UNK      MONUMENTED       CA1980
 EW1220  HISTORY     - 1969     GOOD             CA1980
 EW1220
 EW1220                          STATION DESCRIPTION
 EW1220
 EW1220'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1220'AT LOS ANGELES.
 EW1220'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1220'CRENSHAW BOULEVARD AND RODEO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1225 ***********************************************************************
 EW1225  DESIGNATION -  12 11510 C OF LA
 EW1225  PID         -  EW1225
 EW1225  STATE/COUNTY-  CA/LOS ANGELES
 EW1225  USGS QUAD   -  HOLLYWOOD (1994)
 EW1225
 EW1225                         *CURRENT SURVEY CONTROL
 EW1225  ___________________________________________________________________
 EW1225* NAD 83(1986)-  34 01 20.     (N)    118 20 06.     (W)     SCALED    
 EW1225* NAVD 88     -        34.22   (+/-2cm)     112.3    (feet)  VERTCON   
 EW1225  ___________________________________________________________________
 EW1225  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1225  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1225
 EW1225.The horizontal coordinates were scaled from a topographic map and have
 EW1225.an estimated accuracy of +/- 6 seconds.
 EW1225
 EW1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1225.The vertical order pertains to the NGVD 29 superseded value.
 EW1225
 EW1225.The geoid height was determined by GEOID03.
 EW1225
 EW1225;                    North         East    Units  Estimated Accuracy
 EW1225;SPC CA 5     -   557,980.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1225
 EW1225                          SUPERSEDED SURVEY CONTROL
 EW1225
 EW1225  NGVD 29 (??/??/92)   33.451  (m)          109.75   (f) ADJ UNCH    1 1
 EW1225
 EW1225.Superseded values are not recommended for survey control.
 EW1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1225.See file dsdata.txt to determine how the superseded data were derived.
 EW1225
 EW1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767654(NAD 83)
 EW1225_MARKER: DD = SURVEY DISK
 EW1225_SETTING: 0 = UNSPECIFIED SETTING
 EW1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1225
 EW1225  HISTORY     - Date     Condition        Report By
 EW1225  HISTORY     - UNK      MONUMENTED       CA1980
 EW1225  HISTORY     - 1969     GOOD             CA1980
 EW1225
 EW1225                          STATION DESCRIPTION
 EW1225
 EW1225'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1225'AT LOS ANGELES.
 EW1225'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF CRENSHAW
 EW1225'BOULEVARD, ON THE SOUTH CURB LINE PRODUCED, OF THE NORTH ROADWAY
 EW1225'OF EXPOSITION BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1224 ***********************************************************************
 EW1224  DESIGNATION -  12 11530 C OF LA
 EW1224  PID         -  EW1224
 EW1224  STATE/COUNTY-  CA/LOS ANGELES
 EW1224  USGS QUAD   -  HOLLYWOOD (1994)
 EW1224
 EW1224                         *CURRENT SURVEY CONTROL
 EW1224  ___________________________________________________________________
 EW1224* NAD 83(1986)-  34 01 21.     (N)    118 20 06.     (W)     SCALED    
 EW1224* NAVD 88     -        34.41   (+/-2cm)     112.9    (feet)  VERTCON   
 EW1224  ___________________________________________________________________
 EW1224  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1224  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1224
 EW1224.The horizontal coordinates were scaled from a topographic map and have
 EW1224.an estimated accuracy of +/- 6 seconds.
 EW1224
 EW1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1224.The vertical order pertains to the NGVD 29 superseded value.
 EW1224
 EW1224.The geoid height was determined by GEOID03.
 EW1224
 EW1224;                    North         East    Units  Estimated Accuracy
 EW1224;SPC CA 5     -   558,010.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1224
 EW1224                          SUPERSEDED SURVEY CONTROL
 EW1224
 EW1224  NGVD 29 (??/??/92)   33.641  (m)          110.37   (f) ADJ UNCH    1 1
 EW1224
 EW1224.Superseded values are not recommended for survey control.
 EW1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1224.See file dsdata.txt to determine how the superseded data were derived.
 EW1224
 EW1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767654(NAD 83)
 EW1224_MARKER: S = SPIKE
 EW1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1224_SP_SET: CURB
 EW1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1224
 EW1224  HISTORY     - Date     Condition        Report By
 EW1224  HISTORY     - UNK      MONUMENTED       CA1980
 EW1224  HISTORY     - 1969     GOOD             CA1980
 EW1224
 EW1224                          STATION DESCRIPTION
 EW1224
 EW1224'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1224'AT LOS ANGELES.
 EW1224'CUT SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 1.3
 EW1224'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF EXPOSITION
 EW1224'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1222 ***********************************************************************
 EW1222  DESIGNATION -  12 11550 C OF LA
 EW1222  PID         -  EW1222
 EW1222  STATE/COUNTY-  CA/LOS ANGELES
 EW1222  USGS QUAD   -  HOLLYWOOD (1994)
 EW1222
 EW1222                         *CURRENT SURVEY CONTROL
 EW1222  ___________________________________________________________________
 EW1222* NAD 83(1986)-  34 01 21.     (N)    118 20 06.     (W)     SCALED    
 EW1222* NAVD 88     -        34.02   (+/-2cm)     111.6    (feet)  VERTCON   
 EW1222  ___________________________________________________________________
 EW1222  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1222  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1222
 EW1222.The horizontal coordinates were scaled from a topographic map and have
 EW1222.an estimated accuracy of +/- 6 seconds.
 EW1222
 EW1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1222.The vertical order pertains to the NGVD 29 superseded value.
 EW1222
 EW1222.The geoid height was determined by GEOID03.
 EW1222
 EW1222;                    North         East    Units  Estimated Accuracy
 EW1222;SPC CA 5     -   558,010.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1222
 EW1222                          SUPERSEDED SURVEY CONTROL
 EW1222
 EW1222  NGVD 29 (??/??/92)   33.251  (m)          109.09   (f) ADJ UNCH    1 1
 EW1222
 EW1222.Superseded values are not recommended for survey control.
 EW1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1222.See file dsdata.txt to determine how the superseded data were derived.
 EW1222
 EW1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767654(NAD 83)
 EW1222_MARKER: S = SPIKE
 EW1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1222_SP_SET: CURB
 EW1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1222
 EW1222  HISTORY     - Date     Condition        Report By
 EW1222  HISTORY     - UNK      MONUMENTED       CA1980
 EW1222  HISTORY     - 1969     GOOD             CA1980
 EW1222
 EW1222                          STATION DESCRIPTION
 EW1222
 EW1222'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1222'AT LOS ANGELES.
 EW1222'WIRE SPIKE IN TOP OF THE EAST CURB OF CRENSHAW BOULEVARD, 46.5
 EW1222'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF EXPOSITION
 EW1222'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1223 ***********************************************************************
 EW1223  DESIGNATION -  12 11570 C OF LA
 EW1223  PID         -  EW1223
 EW1223  STATE/COUNTY-  CA/LOS ANGELES
 EW1223  USGS QUAD   -  HOLLYWOOD (1994)
 EW1223
 EW1223                         *CURRENT SURVEY CONTROL
 EW1223  ___________________________________________________________________
 EW1223* NAD 83(1986)-  34 01 26.     (N)    118 20 06.     (W)     SCALED    
 EW1223* NAVD 88     -        33.38   (+/-2cm)     109.5    (feet)  VERTCON   
 EW1223  ___________________________________________________________________
 EW1223  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 EW1223  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1223
 EW1223.The horizontal coordinates were scaled from a topographic map and have
 EW1223.an estimated accuracy of +/- 6 seconds.
 EW1223
 EW1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1223.The vertical order pertains to the NGVD 29 superseded value.
 EW1223
 EW1223.The geoid height was determined by GEOID03.
 EW1223
 EW1223;                    North         East    Units  Estimated Accuracy
 EW1223;SPC CA 5     -   558,170.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1223
 EW1223                          SUPERSEDED SURVEY CONTROL
 EW1223
 EW1223  NGVD 29 (??/??/92)   32.616  (m)          107.01   (f) ADJ UNCH    1 1
 EW1223
 EW1223.Superseded values are not recommended for survey control.
 EW1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1223.See file dsdata.txt to determine how the superseded data were derived.
 EW1223
 EW1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767656(NAD 83)
 EW1223_MARKER: S = SPIKE
 EW1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1223_SP_SET: CATCH BASIN
 EW1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1223
 EW1223  HISTORY     - Date     Condition        Report By
 EW1223  HISTORY     - UNK      MONUMENTED       CA1980
 EW1223  HISTORY     - 1969     GOOD             CA1980
 EW1223
 EW1223                          STATION DESCRIPTION
 EW1223
 EW1223'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1223'AT LOS ANGELES.
 EW1223'CUT SPIKE IN THE SOUTHEAST CORNER OF CATCH BASIN, 3.5 FEET
 EW1223'SOUTH OF THE SOUTH CURB LINE OF 36TH STREET, 19 FEET EAST OF
 EW1223'THE EAST PROPERTY LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1226 ***********************************************************************
 EW1226  DESIGNATION -  12 11590 C OF LA
 EW1226  PID         -  EW1226
 EW1226  STATE/COUNTY-  CA/LOS ANGELES
 EW1226  USGS QUAD   -  HOLLYWOOD (1994)
 EW1226
 EW1226                         *CURRENT SURVEY CONTROL
 EW1226  ___________________________________________________________________
 EW1226* NAD 83(1986)-  34 01 33.     (N)    118 20 05.     (W)     SCALED    
 EW1226* NAVD 88     -        33.64   (+/-2cm)     110.4    (feet)  VERTCON   
 EW1226  ___________________________________________________________________
 EW1226  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW1226  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1226
 EW1226.The horizontal coordinates were scaled from a topographic map and have
 EW1226.an estimated accuracy of +/- 6 seconds.
 EW1226
 EW1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1226.The vertical order pertains to the NGVD 29 superseded value.
 EW1226
 EW1226.The geoid height was determined by GEOID03.
 EW1226
 EW1226;                    North         East    Units  Estimated Accuracy
 EW1226;SPC CA 5     -   558,380.    1,969,090.      MT  (+/- 180 meters Scaled)
 EW1226
 EW1226                          SUPERSEDED SURVEY CONTROL
 EW1226
 EW1226  NGVD 29 (??/??/92)   32.873  (m)          107.85   (f) ADJ UNCH    1 1
 EW1226
 EW1226.Superseded values are not recommended for survey control.
 EW1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1226.See file dsdata.txt to determine how the superseded data were derived.
 EW1226
 EW1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767658(NAD 83)
 EW1226_MARKER: S = SPIKE
 EW1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1226_SP_SET: CATCH BASIN
 EW1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1226
 EW1226  HISTORY     - Date     Condition        Report By
 EW1226  HISTORY     - UNK      MONUMENTED       CA1980
 EW1226  HISTORY     - 1969     GOOD             CA1980
 EW1226
 EW1226                          STATION DESCRIPTION
 EW1226
 EW1226'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1226'IN LOS ANGELES.
 EW1226'CUT SPIKE, 3.9 FEET WEST OF THE WEST CURB LINE OF CRENSHAW
 EW1226'BOULEVARD, 37 FEET NORTH OF THE NORTH PROPERTY LINE OF JEFFERSON
 EW1226'BOULEVARD, IN THE TOP OF A CATCH BASIN, AT ITS NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1229 ***********************************************************************
 EW1229  DESIGNATION -  12 11610 C OF LA
 EW1229  PID         -  EW1229
 EW1229  STATE/COUNTY-  CA/LOS ANGELES
 EW1229  USGS QUAD   -  HOLLYWOOD (1994)
 EW1229
 EW1229                         *CURRENT SURVEY CONTROL
 EW1229  ___________________________________________________________________
 EW1229* NAD 83(1986)-  34 01 33.     (N)    118 20 04.     (W)     SCALED    
 EW1229* NAVD 88     -        32.67   (+/-2cm)     107.2    (feet)  VERTCON   
 EW1229  ___________________________________________________________________
 EW1229  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW1229  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1229
 EW1229.The horizontal coordinates were scaled from a topographic map and have
 EW1229.an estimated accuracy of +/- 6 seconds.
 EW1229
 EW1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1229.The vertical order pertains to the NGVD 29 superseded value.
 EW1229
 EW1229.The geoid height was determined by GEOID03.
 EW1229
 EW1229;                    North         East    Units  Estimated Accuracy
 EW1229;SPC CA 5     -   558,380.    1,969,110.      MT  (+/- 180 meters Scaled)
 EW1229
 EW1229                          SUPERSEDED SURVEY CONTROL
 EW1229
 EW1229  NGVD 29 (??/??/92)   31.902  (m)          104.67   (f) ADJ UNCH    1 1
 EW1229
 EW1229.Superseded values are not recommended for survey control.
 EW1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1229.See file dsdata.txt to determine how the superseded data were derived.
 EW1229
 EW1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768658(NAD 83)
 EW1229_MARKER: S = SPIKE
 EW1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1229_SP_SET: CATCH BASIN FLOOR
 EW1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1229
 EW1229  HISTORY     - Date     Condition        Report By
 EW1229  HISTORY     - UNK      MONUMENTED       CA1980
 EW1229  HISTORY     - 1969     GOOD             CA1980
 EW1229
 EW1229                          STATION DESCRIPTION
 EW1229
 EW1229'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1229'IN LOS ANGELES.
 EW1229'CUT SPIKE, 3 FEET EAST OF THE EAST CURB LINE OF CRENSHAW
 EW1229'BOULEVARD, 9 FEET NORTH OF THE NORTH PROPERTY LINE OF JEFFERSON
 EW1229'BOULEVARD, SPIKE IS SET IN THE FLOOR (AT THE FLOWLINE) OF A
 EW1229'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1230 ***********************************************************************
 EW1230  DESIGNATION -  12 11630 C OF LA
 EW1230  PID         -  EW1230
 EW1230  STATE/COUNTY-  CA/LOS ANGELES
 EW1230  USGS QUAD   -  HOLLYWOOD (1994)
 EW1230
 EW1230                         *CURRENT SURVEY CONTROL
 EW1230  ___________________________________________________________________
 EW1230* NAD 83(1986)-  34 01 40.     (N)    118 20 06.     (W)     SCALED    
 EW1230* NAVD 88     -        34.21   (+/-2cm)     112.2    (feet)  VERTCON   
 EW1230  ___________________________________________________________________
 EW1230  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 EW1230  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1230
 EW1230.The horizontal coordinates were scaled from a topographic map and have
 EW1230.an estimated accuracy of +/- 6 seconds.
 EW1230
 EW1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1230.The vertical order pertains to the NGVD 29 superseded value.
 EW1230
 EW1230.The geoid height was determined by GEOID03.
 EW1230
 EW1230;                    North         East    Units  Estimated Accuracy
 EW1230;SPC CA 5     -   558,600.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1230
 EW1230                          SUPERSEDED SURVEY CONTROL
 EW1230
 EW1230  NGVD 29 (??/??/92)   33.444  (m)          109.72   (f) ADJ UNCH    1 1
 EW1230
 EW1230.Superseded values are not recommended for survey control.
 EW1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1230.See file dsdata.txt to determine how the superseded data were derived.
 EW1230
 EW1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767660(NAD 83)
 EW1230_MARKER: S = SPIKE
 EW1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1230_SP_SET: CURB
 EW1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1230
 EW1230  HISTORY     - Date     Condition        Report By
 EW1230  HISTORY     - UNK      MONUMENTED       CA1980
 EW1230  HISTORY     - 1969     GOOD             CA1980
 EW1230
 EW1230                          STATION DESCRIPTION
 EW1230
 EW1230'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1230'AT LOS ANGELES.
 EW1230'WIRE SPIKE IN TOP OF THE EAST CURB OF CRENSHAW BOULEVARD, 12 FEET
 EW1230'SOUTH OF THE SOUTH PROPERTY LINE OF 30TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1233 ***********************************************************************
 EW1233  DESIGNATION -  12 11656 C OF LA
 EW1233  PID         -  EW1233
 EW1233  STATE/COUNTY-  CA/LOS ANGELES
 EW1233  USGS QUAD   -  HOLLYWOOD (1994)
 EW1233
 EW1233                         *CURRENT SURVEY CONTROL
 EW1233  ___________________________________________________________________
 EW1233* NAD 83(1986)-  34 01 44.     (N)    118 20 05.     (W)     SCALED    
 EW1233* NAVD 88     -        34.44   (+/-2cm)     113.0    (feet)  VERTCON   
 EW1233  ___________________________________________________________________
 EW1233  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 EW1233  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1233
 EW1233.The horizontal coordinates were scaled from a topographic map and have
 EW1233.an estimated accuracy of +/- 6 seconds.
 EW1233
 EW1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1233.The vertical order pertains to the NGVD 29 superseded value.
 EW1233
 EW1233.The geoid height was determined by GEOID03.
 EW1233
 EW1233;                    North         East    Units  Estimated Accuracy
 EW1233;SPC CA 5     -   558,720.    1,969,090.      MT  (+/- 180 meters Scaled)
 EW1233
 EW1233                          SUPERSEDED SURVEY CONTROL
 EW1233
 EW1233  NGVD 29 (??/??/92)   33.670  (m)          110.47   (f) ADJ UNCH    1 1
 EW1233
 EW1233.Superseded values are not recommended for survey control.
 EW1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1233.See file dsdata.txt to determine how the superseded data were derived.
 EW1233
 EW1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767661(NAD 83)
 EW1233_MARKER: S = SPIKE
 EW1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1233_SP_SET: CURB
 EW1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1233
 EW1233  HISTORY     - Date     Condition        Report By
 EW1233  HISTORY     - UNK      MONUMENTED       CA1980
 EW1233  HISTORY     - 1969     GOOD             CA1980
 EW1233
 EW1233                          STATION DESCRIPTION
 EW1233
 EW1233'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1233'AT LOS ANGELES.
 EW1233'SQUARE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 4
 EW1233'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF 29TH
 EW1233'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1231 ***********************************************************************
 EW1231  DESIGNATION -  12 11660 C OF LA
 EW1231  PID         -  EW1231
 EW1231  STATE/COUNTY-  CA/LOS ANGELES
 EW1231  USGS QUAD   -  HOLLYWOOD (1994)
 EW1231
 EW1231                         *CURRENT SURVEY CONTROL
 EW1231  ___________________________________________________________________
 EW1231* NAD 83(1986)-  34 01 53.     (N)    118 20 06.     (W)     SCALED    
 EW1231* NAVD 88     -        34.80   (+/-2cm)     114.2    (feet)  VERTCON   
 EW1231  ___________________________________________________________________
 EW1231  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EW1231  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1231
 EW1231.The horizontal coordinates were scaled from a topographic map and have
 EW1231.an estimated accuracy of +/- 6 seconds.
 EW1231
 EW1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1231.The vertical order pertains to the NGVD 29 superseded value.
 EW1231
 EW1231.The geoid height was determined by GEOID03.
 EW1231
 EW1231;                    North         East    Units  Estimated Accuracy
 EW1231;SPC CA 5     -   559,000.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1231
 EW1231                          SUPERSEDED SURVEY CONTROL
 EW1231
 EW1231  NGVD 29 (??/??/92)   34.031  (m)          111.65   (f) ADJ UNCH    1 1
 EW1231
 EW1231.Superseded values are not recommended for survey control.
 EW1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1231.See file dsdata.txt to determine how the superseded data were derived.
 EW1231
 EW1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767664(NAD 83)
 EW1231_MARKER: S = SPIKE
 EW1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1231_SP_SET: CURB
 EW1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1231
 EW1231  HISTORY     - Date     Condition        Report By
 EW1231  HISTORY     - UNK      MONUMENTED       CA1980
 EW1231  HISTORY     - 1969     GOOD             CA1980
 EW1231
 EW1231                          STATION DESCRIPTION
 EW1231
 EW1231'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1231'AT LOS ANGELES.
 EW1231'SQUARE SPIKE IN TOP OF THE EAST CURB OF CRENSHAW BOULEVARD, 1
 EW1231'FOOT NORTH OF THE BEGINNING OF CURB RETURN NORTH OF 28TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1235 ***********************************************************************
 EW1235  DESIGNATION -  12 11690 C OF LA
 EW1235  PID         -  EW1235
 EW1235  STATE/COUNTY-  CA/LOS ANGELES
 EW1235  USGS QUAD   -  HOLLYWOOD (1994)
 EW1235
 EW1235                         *CURRENT SURVEY CONTROL
 EW1235  ___________________________________________________________________
 EW1235* NAD 83(1986)-  34 01 57.     (N)    118 20 06.     (W)     SCALED    
 EW1235* NAVD 88     -        35.25   (+/-2cm)     115.6    (feet)  VERTCON   
 EW1235  ___________________________________________________________________
 EW1235  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EW1235  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1235
 EW1235.The horizontal coordinates were scaled from a topographic map and have
 EW1235.an estimated accuracy of +/- 6 seconds.
 EW1235
 EW1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1235.The vertical order pertains to the NGVD 29 superseded value.
 EW1235
 EW1235.The geoid height was determined by GEOID03.
 EW1235
 EW1235;                    North         East    Units  Estimated Accuracy
 EW1235;SPC CA 5     -   559,120.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1235
 EW1235                          SUPERSEDED SURVEY CONTROL
 EW1235
 EW1235  NGVD 29 (??/??/92)   34.484  (m)          113.14   (f) ADJ UNCH    1 1
 EW1235
 EW1235.Superseded values are not recommended for survey control.
 EW1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1235.See file dsdata.txt to determine how the superseded data were derived.
 EW1235
 EW1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767665(NAD 83)
 EW1235_MARKER: S = SPIKE
 EW1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1235_SP_SET: CATCH BASIN
 EW1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1235
 EW1235  HISTORY     - Date     Condition        Report By
 EW1235  HISTORY     - UNK      MONUMENTED       CA1980
 EW1235  HISTORY     - 1969     GOOD             CA1980
 EW1235
 EW1235                          STATION DESCRIPTION
 EW1235
 EW1235'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1235'AT LOS ANGELES.
 EW1235'CUT SPIKE IN THE NORTHEAST CORNER OF CATCH BASIN, 3.5 FEET NORTH
 EW1235'OF THE NORTH CURB LINE OF ADAMS BOULEVARD, 45 FEET EAST OF THE
 EW1235'EAST PROPERTY LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1232 ***********************************************************************
 EW1232  DESIGNATION -  12 11694
 EW1232  PID         -  EW1232
 EW1232  STATE/COUNTY-  CA/LOS ANGELES
 EW1232  USGS QUAD   -  HOLLYWOOD (1994)
 EW1232
 EW1232                         *CURRENT SURVEY CONTROL
 EW1232  ___________________________________________________________________
 EW1232* NAD 83(1986)-  34 01 57.     (N)    118 20 06.     (W)     SCALED    
 EW1232* NAVD 88     -        34.786  (meters)     114.13   (feet)  ADJUSTED  
 EW1232  ___________________________________________________________________
 EW1232  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EW1232  DYNAMIC HT  -          34.749 (meters)     114.01  (feet)  COMP
 EW1232  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 EW1232
 EW1232  VERT ORDER  -  FIRST     CLASS I
 EW1232
 EW1232.The horizontal coordinates were scaled from a topographic map and have
 EW1232.an estimated accuracy of +/- 6 seconds.
 EW1232
 EW1232.The orthometric height was determined by differential leveling
 EW1232.and adjusted in June 1995.
 EW1232
 EW1232.The geoid height was determined by GEOID03.
 EW1232
 EW1232.The dynamic height is computed by dividing the NAVD 88
 EW1232.geopotential number by the normal gravity value computed on the
 EW1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1232.degrees latitude (g = 980.6199 gals.).
 EW1232
 EW1232.The modeled gravity was interpolated from observed gravity values.
 EW1232
 EW1232;                    North         East    Units  Estimated Accuracy
 EW1232;SPC CA 5     -   559,120.    1,969,060.      MT  (+/- 180 meters Scaled)
 EW1232
 EW1232                          SUPERSEDED SURVEY CONTROL
 EW1232
 EW1232  NGVD 29 (??/??/92)   34.08   (m)          111.8    (f) COMPUTED    1 1
 EW1232
 EW1232.Superseded values are not recommended for survey control.
 EW1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1232.See file dsdata.txt to determine how the superseded data were derived.
 EW1232
 EW1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767665(NAD 83)
 EW1232_MARKER: S = SPIKE
 EW1232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1232_SP_SET: CURB
 EW1232_MARK LOGO: NONE  
 EW1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1232+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 EW1232
 EW1232  HISTORY     - Date     Condition        Report By
 EW1232  HISTORY     - UNK      MONUMENTED       RBNF
 EW1232  HISTORY     - 19940228 GOOD             CADT
 EW1232  HISTORY     - 20060322 GOOD             CA1980
 EW1232
 EW1232                          STATION DESCRIPTION
 EW1232
 EW1232'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1232'IN LOS ANGELES.
 EW1232'WIRE SPIKE IN NORTH CURB OF ADAMS BLVD., 39 FEET WEST OF BOX CULVERT
 EW1232'CURB RETURN WEST OF CRENSHAW BLVD..
 EW1232
 EW1232                          STATION RECOVERY (1994)
 EW1232
 EW1232'RECOVERY NOTE BY CALTRANS 1994 (JAS)
 EW1232'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES AT THE NORTHWEST
 EW1232'CORNER OF CRENSHAW BOULEVARD AND ADAMS BOULEVARD.  THE STATION IS ON
 EW1232'THE NORTHERLY TOP OF CURB OF ADAMS BLVD., 50.0 FT (15.2 M) WESTERLY OF
 EW1232'THE WESTERLY TRAFFIC SIGNAL, 5.5 FT (1.7 M) EASTERLY OF THE FIRE
 EW1232'HYDRANT, AND 0.3 FT (9.1 CM) NORTHERLY OF THE NORTHERLY CURB FACE.
 EW1232
 EW1232                          STATION RECOVERY (2006)
 EW1232
 EW1232'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 EW1232'MARK IS IN THE CULVER CITY AREA OF LOS ANGELES.
 EW1232' 
 EW1232'THE MARK IS A SPIKE IN NORTH CURB OF ADAMS BOULEVARD, 11.9 FT (3.6 M)
 EW1232'WEST OF WEST BEGINNING OF CURB OF CRENSHAW BOULEVARD AT ADAMS, SOUTH
 EW1232'OF THE SANTA MONICA FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1236 ***********************************************************************
 EW1236  DESIGNATION -  12 11711 C OF LA
 EW1236  PID         -  EW1236
 EW1236  STATE/COUNTY-  CA/LOS ANGELES
 EW1236  USGS QUAD   -  HOLLYWOOD (1994)
 EW1236
 EW1236                         *CURRENT SURVEY CONTROL
 EW1236  ___________________________________________________________________
 EW1236* NAD 83(1986)-  34 02 03.     (N)    118 20 02.     (W)     SCALED    
 EW1236* NAVD 88     -        40.92   (+/-2cm)     134.3    (feet)  VERTCON   
 EW1236  ___________________________________________________________________
 EW1236  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1236  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1236
 EW1236.The horizontal coordinates were scaled from a topographic map and have
 EW1236.an estimated accuracy of +/- 6 seconds.
 EW1236
 EW1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1236.The vertical order pertains to the NGVD 29 superseded value.
 EW1236
 EW1236.The geoid height was determined by GEOID03.
 EW1236
 EW1236;                    North         East    Units  Estimated Accuracy
 EW1236;SPC CA 5     -   559,300.    1,969,170.      MT  (+/- 180 meters Scaled)
 EW1236
 EW1236                          SUPERSEDED SURVEY CONTROL
 EW1236
 EW1236  NGVD 29 (??/??/92)   40.152  (m)          131.73   (f) ADJ UNCH    1 1
 EW1236
 EW1236.Superseded values are not recommended for survey control.
 EW1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1236.See file dsdata.txt to determine how the superseded data were derived.
 EW1236
 EW1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768667(NAD 83)
 EW1236_MARKER: S = SPIKE
 EW1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1236_SP_SET: CURB
 EW1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1236
 EW1236  HISTORY     - Date     Condition        Report By
 EW1236  HISTORY     - UNK      MONUMENTED       CA1980
 EW1236  HISTORY     - 1969     GOOD             CA1980
 EW1236
 EW1236                          STATION DESCRIPTION
 EW1236
 EW1236'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1236'AT LOS ANGELES.
 EW1236'WIRE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, OVER
 EW1236'SOUTH ABUTMENT OF BRIDGE OVER SANTA MONICA FREEWAY, 19.8 FEET
 EW1236'NORTH OF THE SOUTH END OF BRIDGE, ABOUT 770 FEET NORTH OF ADAMS
 EW1236'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1239 ***********************************************************************
 EW1239  DESIGNATION -  12 11771 C OF LA
 EW1239  PID         -  EW1239
 EW1239  STATE/COUNTY-  CA/LOS ANGELES
 EW1239  USGS QUAD   -  HOLLYWOOD (1994)
 EW1239
 EW1239                         *CURRENT SURVEY CONTROL
 EW1239  ___________________________________________________________________
 EW1239* NAD 83(1986)-  34 02 31.     (N)    118 19 47.     (W)     SCALED    
 EW1239* NAVD 88     -        57.65   (+/-2cm)     189.1    (feet)  VERTCON   
 EW1239  ___________________________________________________________________
 EW1239  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EW1239  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1239
 EW1239.The horizontal coordinates were scaled from a topographic map and have
 EW1239.an estimated accuracy of +/- 6 seconds.
 EW1239
 EW1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1239.The vertical order pertains to the NGVD 29 superseded value.
 EW1239
 EW1239.The geoid height was determined by GEOID03.
 EW1239
 EW1239;                    North         East    Units  Estimated Accuracy
 EW1239;SPC CA 5     -   560,170.    1,969,550.      MT  (+/- 180 meters Scaled)
 EW1239
 EW1239                          SUPERSEDED SURVEY CONTROL
 EW1239
 EW1239  NGVD 29 (??/??/92)   56.883  (m)          186.62   (f) ADJ UNCH    1 1
 EW1239
 EW1239.Superseded values are not recommended for survey control.
 EW1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1239.See file dsdata.txt to determine how the superseded data were derived.
 EW1239
 EW1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT772676(NAD 83)
 EW1239_MARKER: S = SPIKE
 EW1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1239_SP_SET: CURB
 EW1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1239
 EW1239  HISTORY     - Date     Condition        Report By
 EW1239  HISTORY     - UNK      MONUMENTED       CA1980
 EW1239  HISTORY     - 1969     GOOD             CA1980
 EW1239
 EW1239                          STATION DESCRIPTION
 EW1239
 EW1239'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1239'AT LOS ANGELES.
 EW1239'WIRE SPIKE IN TOP OF THE EAST CURB OF CRENSHAW BOULEVARD, 1.5
 EW1239'FEET SOUTH OF THE NORTH CURB LINE PRODUCED, OF ST. CHARLES
 EW1239'PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1241 ***********************************************************************
 EW1241  DESIGNATION -  12 11810 C OF LA
 EW1241  PID         -  EW1241
 EW1241  STATE/COUNTY-  CA/LOS ANGELES
 EW1241  USGS QUAD   -  HOLLYWOOD (1994)
 EW1241
 EW1241                         *CURRENT SURVEY CONTROL
 EW1241  ___________________________________________________________________
 EW1241* NAD 83(1986)-  34 02 42.     (N)    118 19 40.     (W)     SCALED    
 EW1241* NAVD 88     -        56.59   (+/-2cm)     185.7    (feet)  VERTCON   
 EW1241  ___________________________________________________________________
 EW1241  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 EW1241  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1241
 EW1241.The horizontal coordinates were scaled from a topographic map and have
 EW1241.an estimated accuracy of +/- 6 seconds.
 EW1241
 EW1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1241.The vertical order pertains to the NGVD 29 superseded value.
 EW1241
 EW1241.The geoid height was determined by GEOID03.
 EW1241
 EW1241;                    North         East    Units  Estimated Accuracy
 EW1241;SPC CA 5     -   560,500.    1,969,730.      MT  (+/- 180 meters Scaled)
 EW1241
 EW1241                          SUPERSEDED SURVEY CONTROL
 EW1241
 EW1241  NGVD 29 (??/??/92)   55.826  (m)          183.16   (f) ADJ UNCH    1 1
 EW1241
 EW1241.Superseded values are not recommended for survey control.
 EW1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1241.See file dsdata.txt to determine how the superseded data were derived.
 EW1241
 EW1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT774679(NAD 83)
 EW1241_MARKER: S = SPIKE
 EW1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1241_SP_SET: CURB
 EW1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1241
 EW1241  HISTORY     - Date     Condition        Report By
 EW1241  HISTORY     - UNK      MONUMENTED       CA1980
 EW1241  HISTORY     - 1969     GOOD             CA1980
 EW1241
 EW1241                          STATION DESCRIPTION
 EW1241
 EW1241'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1241'AT LOS ANGELES.
 EW1241'WIRE SPIKE IN TOP OF THE NORTH CURB OF VENICE BOULEVARD, 2.7 FEET
 EW1241'EAST OF THE BEGINNING OF CURB RETURN EAST OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1242 ***********************************************************************
 EW1242  DESIGNATION -  12 11850 C OF LA
 EW1242  PID         -  EW1242
 EW1242  STATE/COUNTY-  CA/LOS ANGELES
 EW1242  USGS QUAD   -  HOLLYWOOD (1994)
 EW1242
 EW1242                         *CURRENT SURVEY CONTROL
 EW1242  ___________________________________________________________________
 EW1242* NAD 83(1986)-  34 02 52.     (N)    118 19 35.     (W)     SCALED    
 EW1242* NAVD 88     -        56.99   (+/-2cm)     187.0    (feet)  VERTCON   
 EW1242  ___________________________________________________________________
 EW1242  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EW1242  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1242
 EW1242.The horizontal coordinates were scaled from a topographic map and have
 EW1242.an estimated accuracy of +/- 6 seconds.
 EW1242
 EW1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1242.The vertical order pertains to the NGVD 29 superseded value.
 EW1242
 EW1242.The geoid height was determined by GEOID03.
 EW1242
 EW1242;                    North         East    Units  Estimated Accuracy
 EW1242;SPC CA 5     -   560,810.    1,969,860.      MT  (+/- 180 meters Scaled)
 EW1242
 EW1242                          SUPERSEDED SURVEY CONTROL
 EW1242
 EW1242  NGVD 29 (??/??/92)   56.222  (m)          184.46   (f) ADJ UNCH    1 1
 EW1242
 EW1242.Superseded values are not recommended for survey control.
 EW1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1242.See file dsdata.txt to determine how the superseded data were derived.
 EW1242
 EW1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT775682(NAD 83)
 EW1242_MARKER: S = SPIKE
 EW1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1242_SP_SET: CURB
 EW1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1242
 EW1242  HISTORY     - Date     Condition        Report By
 EW1242  HISTORY     - UNK      MONUMENTED       CA1980
 EW1242  HISTORY     - 1969     GOOD             CA1980
 EW1242
 EW1242                          STATION DESCRIPTION
 EW1242
 EW1242'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1242'AT LOS ANGELES.
 EW1242'WIRE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, AT THE
 EW1242'BEGINNING OF CURB RETURN SOUTH OF PICO BOULEVARD, NORTH END OF
 EW1242'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1444 ***********************************************************************
 EW1444  DESIGNATION -  12 13330 C OF LA
 EW1444  PID         -  EW1444
 EW1444  STATE/COUNTY-  CA/LOS ANGELES
 EW1444  USGS QUAD   -  HOLLYWOOD (1994)
 EW1444
 EW1444                         *CURRENT SURVEY CONTROL
 EW1444  ___________________________________________________________________
 EW1444* NAD 83(1986)-  34 03 43.     (N)    118 19 33.     (W)     SCALED    
 EW1444* NAVD 88     -        62.48   (+/-2cm)     205.0    (feet)  VERTCON   
 EW1444  ___________________________________________________________________
 EW1444  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EW1444  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1444
 EW1444.The horizontal coordinates were scaled from a topographic map and have
 EW1444.an estimated accuracy of +/- 6 seconds.
 EW1444
 EW1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1444.The vertical order pertains to the NGVD 29 superseded value.
 EW1444
 EW1444.The geoid height was determined by GEOID03.
 EW1444
 EW1444;                    North         East    Units  Estimated Accuracy
 EW1444;SPC CA 5     -   562,380.    1,969,920.      MT  (+/- 180 meters Scaled)
 EW1444
 EW1444                          SUPERSEDED SURVEY CONTROL
 EW1444
 EW1444  NGVD 29 (??/??/92)   61.709  (m)          202.46   (f) ADJ UNCH    1 1
 EW1444
 EW1444.Superseded values are not recommended for survey control.
 EW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1444.See file dsdata.txt to determine how the superseded data were derived.
 EW1444
 EW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT776698(NAD 83)
 EW1444_MARKER: S = SPIKE
 EW1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1444_SP_SET: CURB
 EW1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1444
 EW1444  HISTORY     - Date     Condition        Report By
 EW1444  HISTORY     - UNK      MONUMENTED       CA1980
 EW1444  HISTORY     - 1968     GOOD             CA1980
 EW1444
 EW1444                          STATION DESCRIPTION
 EW1444
 EW1444'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1444'AT LOS ANGELES.
 EW1444'WIRE SPIKE IN THE WEST CURB OF ARDEN BOULEVARD, 4 FEET NORTH
 EW1444'OF THE BEGINNING OF CURB RETURN NORTH OF WILSHIRE BOULEVARD,
 EW1444'NORTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1453 ***********************************************************************
 EW1453  DESIGNATION -  12 13870
 EW1453  PID         -  EW1453
 EW1453  STATE/COUNTY-  CA/LOS ANGELES
 EW1453  USGS QUAD   -  HOLLYWOOD (1994)
 EW1453
 EW1453                         *CURRENT SURVEY CONTROL
 EW1453  ___________________________________________________________________
 EW1453* NAD 83(1986)-  34 03 45.     (N)    118 20 12.     (W)     SCALED    
 EW1453* NAVD 88     -        61.351  (meters)     201.28   (feet)  ADJUSTED  
 EW1453  ___________________________________________________________________
 EW1453  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1453  DYNAMIC HT  -          61.286 (meters)     201.07  (feet)  COMP
 EW1453  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 EW1453
 EW1453  VERT ORDER  -  FIRST     CLASS I
 EW1453
 EW1453.The horizontal coordinates were scaled from a topographic map and have
 EW1453.an estimated accuracy of +/- 6 seconds.
 EW1453
 EW1453.The orthometric height was determined by differential leveling
 EW1453.and adjusted in June 1995.
 EW1453
 EW1453.The geoid height was determined by GEOID03.
 EW1453
 EW1453.The dynamic height is computed by dividing the NAVD 88
 EW1453.geopotential number by the normal gravity value computed on the
 EW1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1453.degrees latitude (g = 980.6199 gals.).
 EW1453
 EW1453.The modeled gravity was interpolated from observed gravity values.
 EW1453
 EW1453;                    North         East    Units  Estimated Accuracy
 EW1453;SPC CA 5     -   562,450.    1,968,920.      MT  (+/- 180 meters Scaled)
 EW1453
 EW1453                          SUPERSEDED SURVEY CONTROL
 EW1453
 EW1453  NGVD 29 (??/??/92)   60.671  (m)          199.05   (f) ADJ UNCH    1 1
 EW1453
 EW1453.Superseded values are not recommended for survey control.
 EW1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1453.See file dsdata.txt to determine how the superseded data were derived.
 EW1453
 EW1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766698(NAD 83)
 EW1453_MARKER: S = SPIKE
 EW1453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW1453_SP_SET: HEADWALL
 EW1453_MARK LOGO: NONE  
 EW1453_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1453+STABILITY: SURFACE MOTION
 EW1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1453+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1453
 EW1453  HISTORY     - Date     Condition        Report By
 EW1453  HISTORY     - UNK      MONUMENTED       CA1980
 EW1453  HISTORY     - 1968     GOOD             CA1980
 EW1453  HISTORY     - 19940819 GOOD             NGS
 EW1453
 EW1453                          STATION DESCRIPTION
 EW1453
 EW1453'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1453'AT LOS ANGELES.
 EW1453'WIRE SPIKE IN THE TOP, 3 FEET WEST OF THE EAST END, OF THE HEADWALL
 EW1453'FOR A PEDESTRIAN SUBWAY, 1.5 FEET NORTH OF THE NORTH CURB LINE
 EW1453'OF WILSHIRE BOULEVARD, 60 FEET EAST OF MC CADDEN PLACE.
 EW1453
 EW1453                          STATION RECOVERY (1994)
 EW1453
 EW1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1453'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND WILSHIRE
 EW1453'BOULEVARD, A SPIKE 0.8 M (2.6 FT) WEST OF THE EAST END OF THE NORTH
 EW1453'CONCRETE HEADWALL OF A PEDESTRIAN WALKWAY UNDER THE BOULEVARD, 27.9 M
 EW1453'(91.5 FT) EAST OF THE CENTER OF THE PLACE, 5.2 M (17.1 FT) NORTH OF
 EW1453'THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, AND 0.4 M (1.3 FT)
 EW1453'ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1249 ***********************************************************************
 EW1249  DESIGNATION -  12 13891
 EW1249  PID         -  EW1249
 EW1249  STATE/COUNTY-  CA/LOS ANGELES
 EW1249  USGS QUAD   -  HOLLYWOOD (1994)
 EW1249
 EW1249                         *CURRENT SURVEY CONTROL
 EW1249  ___________________________________________________________________
 EW1249* NAD 83(1986)-  34 03 55.     (N)    118 20 13.     (W)     SCALED    
 EW1249* NAVD 88     -        64.254  (meters)     210.81   (feet)  ADJUSTED  
 EW1249  ___________________________________________________________________
 EW1249  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1249  DYNAMIC HT  -          64.186 (meters)     210.58  (feet)  COMP
 EW1249  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 EW1249
 EW1249  VERT ORDER  -  FIRST     CLASS I
 EW1249
 EW1249.The horizontal coordinates were scaled from a topographic map and have
 EW1249.an estimated accuracy of +/- 6 seconds.
 EW1249
 EW1249.The orthometric height was determined by differential leveling
 EW1249.and adjusted in June 1995.
 EW1249
 EW1249.The geoid height was determined by GEOID03.
 EW1249
 EW1249.The dynamic height is computed by dividing the NAVD 88
 EW1249.geopotential number by the normal gravity value computed on the
 EW1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1249.degrees latitude (g = 980.6199 gals.).
 EW1249
 EW1249.The modeled gravity was interpolated from observed gravity values.
 EW1249
 EW1249;                    North         East    Units  Estimated Accuracy
 EW1249;SPC CA 5     -   562,760.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1249
 EW1249                          SUPERSEDED SURVEY CONTROL
 EW1249
 EW1249  NGVD 29 (??/??/92)   63.562  (m)          208.54   (f) ADJ UNCH    1 1
 EW1249
 EW1249.Superseded values are not recommended for survey control.
 EW1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1249.See file dsdata.txt to determine how the superseded data were derived.
 EW1249
 EW1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766702(NAD 83)
 EW1249_MARKER: S = SPIKE
 EW1249_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1249_SP_SET: CURB
 EW1249_MARK LOGO: NONE  
 EW1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1249+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1249
 EW1249  HISTORY     - Date     Condition        Report By
 EW1249  HISTORY     - UNK      MONUMENTED       CA1980
 EW1249  HISTORY     - 1968     GOOD             CA1980
 EW1249  HISTORY     - 19940819 GOOD             NGS
 EW1249
 EW1249                          STATION DESCRIPTION
 EW1249
 EW1249'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1249'AT LOS ANGELES.
 EW1249'WIRE SPIKE IN TOP OF THE NORTH CURB OF 6TH STREET, 2 FEET WEST
 EW1249'OF THE BEGINNING OF CURB RETURN WEST OF MC CADDEN PLACE.
 EW1249
 EW1249                          STATION RECOVERY (1994)
 EW1249
 EW1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1249'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND 6TH STREET, A
 EW1249'SPIKE NEAR NORTH CONCRETE CURB OF THE STREET, 13.1 M (43.0 FT) WEST OF
 EW1249'THE CENTER OF THE PLACE, 3.1 M (10.2 FT) NORTH OF THE CENTERLINE OF
 EW1249'THE WESTBOUND LANES OF THE STREET, 3.1 M (10.2 FT) WEST OF A STREET
 EW1249'LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1250 ***********************************************************************
 EW1250  DESIGNATION -  12 13930
 EW1250  PID         -  EW1250
 EW1250  STATE/COUNTY-  CA/LOS ANGELES
 EW1250  USGS QUAD   -  HOLLYWOOD (1994)
 EW1250
 EW1250                         *CURRENT SURVEY CONTROL
 EW1250  ___________________________________________________________________
 EW1250* NAD 83(1986)-  34 04 08.     (N)    118 20 13.     (W)     SCALED    
 EW1250* NAVD 88     -        69.349  (meters)     227.52   (feet)  ADJUSTED  
 EW1250  ___________________________________________________________________
 EW1250  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1250  DYNAMIC HT  -          69.276 (meters)     227.28  (feet)  COMP
 EW1250  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 EW1250
 EW1250  VERT ORDER  -  FIRST     CLASS I
 EW1250
 EW1250.The horizontal coordinates were scaled from a topographic map and have
 EW1250.an estimated accuracy of +/- 6 seconds.
 EW1250
 EW1250.The orthometric height was determined by differential leveling
 EW1250.and adjusted in June 1995.
 EW1250
 EW1250.The geoid height was determined by GEOID03.
 EW1250
 EW1250.The dynamic height is computed by dividing the NAVD 88
 EW1250.geopotential number by the normal gravity value computed on the
 EW1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1250.degrees latitude (g = 980.6199 gals.).
 EW1250
 EW1250.The modeled gravity was interpolated from observed gravity values.
 EW1250
 EW1250;                    North         East    Units  Estimated Accuracy
 EW1250;SPC CA 5     -   563,160.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1250
 EW1250                          SUPERSEDED SURVEY CONTROL
 EW1250
 EW1250  NGVD 29 (??/??/92)   68.643  (m)          225.21   (f) ADJ UNCH    1 1
 EW1250
 EW1250.Superseded values are not recommended for survey control.
 EW1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1250.See file dsdata.txt to determine how the superseded data were derived.
 EW1250
 EW1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766706(NAD 83)
 EW1250_MARKER: S = SPIKE
 EW1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1250_SP_SET: CATCH BASIN
 EW1250_MARK LOGO: NONE  
 EW1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1250+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1250
 EW1250  HISTORY     - Date     Condition        Report By
 EW1250  HISTORY     - UNK      MONUMENTED       CA1980
 EW1250  HISTORY     - 1968     GOOD             CA1980
 EW1250  HISTORY     - 19940819 GOOD             NGS
 EW1250
 EW1250                          STATION DESCRIPTION
 EW1250
 EW1250'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1250'AT LOS ANGELES.
 EW1250'CUT SPIKE IN THE NORTHWEST CORNER OF CATCH BASIN, 4 FEET NORTH
 EW1250'OF THE NORTH CURB OF 3RD STREET, 45 FEET WEST OF THE WEST CURB
 EW1250'LINE OF MC CADDEN PLACE.
 EW1250
 EW1250                          STATION RECOVERY (1994)
 EW1250
 EW1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1250'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND 3ND STREET, A
 EW1250'SPIKE NEAR NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 19.0 M (62.3
 EW1250'FT) WEST OF THE CENTER OF THE PLACE, 5.1 M (16.7 FT) NORTH OF THE
 EW1250'CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 1.8 M (5.9 FT) WEST
 EW1250'OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW1250'STREET .
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1251 ***********************************************************************
 EW1251  DESIGNATION -  12 13950
 EW1251  PID         -  EW1251
 EW1251  STATE/COUNTY-  CA/LOS ANGELES
 EW1251  USGS QUAD   -  HOLLYWOOD (1994)
 EW1251
 EW1251                         *CURRENT SURVEY CONTROL
 EW1251  ___________________________________________________________________
 EW1251* NAD 83(1986)-  34 04 08.     (N)    118 20 13.     (W)     SCALED    
 EW1251* NAVD 88     -        69.201  (meters)     227.04   (feet)  ADJUSTED  
 EW1251  ___________________________________________________________________
 EW1251  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1251  DYNAMIC HT  -          69.128 (meters)     226.80  (feet)  COMP
 EW1251  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 EW1251
 EW1251  VERT ORDER  -  FIRST     CLASS I
 EW1251
 EW1251.The horizontal coordinates were scaled from a topographic map and have
 EW1251.an estimated accuracy of +/- 6 seconds.
 EW1251
 EW1251.The orthometric height was determined by differential leveling
 EW1251.and adjusted in June 1995.
 EW1251
 EW1251.The geoid height was determined by GEOID03.
 EW1251
 EW1251.The dynamic height is computed by dividing the NAVD 88
 EW1251.geopotential number by the normal gravity value computed on the
 EW1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1251.degrees latitude (g = 980.6199 gals.).
 EW1251
 EW1251.The modeled gravity was interpolated from observed gravity values.
 EW1251
 EW1251;                    North         East    Units  Estimated Accuracy
 EW1251;SPC CA 5     -   563,160.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1251
 EW1251                          SUPERSEDED SURVEY CONTROL
 EW1251
 EW1251  NGVD 29 (??/??/92)   68.498  (m)          224.73   (f) ADJ UNCH    1 1
 EW1251
 EW1251.Superseded values are not recommended for survey control.
 EW1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1251.See file dsdata.txt to determine how the superseded data were derived.
 EW1251
 EW1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766706(NAD 83)
 EW1251_MARKER: S = SPIKE
 EW1251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1251_SP_SET: CURB
 EW1251_MARK LOGO: NONE  
 EW1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1251+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1251
 EW1251  HISTORY     - Date     Condition        Report By
 EW1251  HISTORY     - UNK      MONUMENTED       CA1980
 EW1251  HISTORY     - 1968     GOOD             CA1980
 EW1251  HISTORY     - 19940819 GOOD             NGS
 EW1251
 EW1251                          STATION DESCRIPTION
 EW1251
 EW1251'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1251'AT LOS ANGELES.
 EW1251'WIRE SPIKE IN THE TOP OF THE NORTH CURB OF 3RD STREET, 4 FEET
 EW1251'EAST OF THE EAST PROPERTY LINE OF MC CADDEN PLACE.
 EW1251
 EW1251                          STATION RECOVERY (1994)
 EW1251
 EW1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1251'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND 3ND STREET, A
 EW1251'SPIKE IN THE NORTH CONCRETE CURB OF THE STREET, 10.6 M (34.8 FT) EAST
 EW1251'OF THE CENTER OF THE PLACE, 6.5 M (21.3 FT) WEST OF A STREET LIGHT
 EW1251'POLE, 4.0 M (13.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 EW1251'OF THE STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET .
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6657 ***********************************************************************
 EW6657  DESIGNATION -  12 13970
 EW6657  PID         -  EW6657
 EW6657  STATE/COUNTY-  CA/LOS ANGELES
 EW6657  USGS QUAD   -  HOLLYWOOD (1994)
 EW6657
 EW6657                         *CURRENT SURVEY CONTROL
 EW6657  ___________________________________________________________________
 EW6657* NAD 83(1986)-  34 04 16.     (N)    118 20 13.     (W)     SCALED    
 EW6657* NAVD 88     -        70.186  (meters)     230.27   (feet)  ADJUSTED  
 EW6657  ___________________________________________________________________
 EW6657  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW6657  DYNAMIC HT  -          70.112 (meters)     230.03  (feet)  COMP
 EW6657  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 EW6657
 EW6657  VERT ORDER  -  FIRST     CLASS I
 EW6657
 EW6657.The horizontal coordinates were scaled from a topographic map and have
 EW6657.an estimated accuracy of +/- 6 seconds.
 EW6657
 EW6657.The orthometric height was determined by differential leveling
 EW6657.and adjusted in June 1995.
 EW6657
 EW6657.The geoid height was determined by GEOID03.
 EW6657
 EW6657.The dynamic height is computed by dividing the NAVD 88
 EW6657.geopotential number by the normal gravity value computed on the
 EW6657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6657.degrees latitude (g = 980.6199 gals.).
 EW6657
 EW6657.The modeled gravity was interpolated from observed gravity values.
 EW6657
 EW6657;                    North         East    Units  Estimated Accuracy
 EW6657;SPC CA 5     -   563,400.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW6657
 EW6657                          SUPERSEDED SURVEY CONTROL
 EW6657
 EW6657  NGVD 29 (??/??/92)   69.472  (m)          227.93   (f) ADJ UNCH    1 1
 EW6657
 EW6657.Superseded values are not recommended for survey control.
 EW6657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6657.See file dsdata.txt to determine how the superseded data were derived.
 EW6657
 EW6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766708(NAD 83)
 EW6657_MARKER: S = SPIKE
 EW6657_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW6657_SP_SET: CURB
 EW6657_MARK LOGO: NONE  
 EW6657_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6657+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW6657
 EW6657  HISTORY     - Date     Condition        Report By
 EW6657  HISTORY     - UNK      MONUMENTED       CA1980
 EW6657  HISTORY     - 1968     GOOD             CA1980
 EW6657  HISTORY     - 19940819 GOOD             NGS
 EW6657
 EW6657                          STATION DESCRIPTION
 EW6657
 EW6657'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6657'AT LOS ANGELES.
 EW6657'WIRE SPIKE IN TOP OF THE WEST CURB OF MC CADDEN PLACE, 1 FOOT
 EW6657'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF 2ND STREET.
 EW6657
 EW6657                          STATION RECOVERY (1994)
 EW6657
 EW6657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6657'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND 2ND STREET, A
 EW6657'SPIKE IN THE WEST CONCRETE CURB OF THE PLACE, 17.0 M (55.8 FT) NORTH
 EW6657'OF THE CENTER OF THE STREET, 5.6 M (18.4 FT) WEST OF THE CENTER OF THE
 EW6657'PLACE, 0.9 M (3.0 FT) EAST OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT)
 EW6657'ABOVE THE LEVEL OF THE PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1252 ***********************************************************************
 EW1252  DESIGNATION -  12 14020
 EW1252  PID         -  EW1252
 EW1252  STATE/COUNTY-  CA/LOS ANGELES
 EW1252  USGS QUAD   -  HOLLYWOOD (1994)
 EW1252
 EW1252                         *CURRENT SURVEY CONTROL
 EW1252  ___________________________________________________________________
 EW1252* NAD 83(1986)-  34 04 26.     (N)    118 20 14.     (W)     SCALED    
 EW1252* NAVD 88     -        70.936  (meters)     232.73   (feet)  ADJUSTED  
 EW1252  ___________________________________________________________________
 EW1252  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EW1252  DYNAMIC HT  -          70.861 (meters)     232.48  (feet)  COMP
 EW1252  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 EW1252
 EW1252  VERT ORDER  -  FIRST     CLASS I
 EW1252
 EW1252.The horizontal coordinates were scaled from a topographic map and have
 EW1252.an estimated accuracy of +/- 6 seconds.
 EW1252
 EW1252.The orthometric height was determined by differential leveling
 EW1252.and adjusted in June 1995.
 EW1252
 EW1252.The geoid height was determined by GEOID03.
 EW1252
 EW1252.The dynamic height is computed by dividing the NAVD 88
 EW1252.geopotential number by the normal gravity value computed on the
 EW1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1252.degrees latitude (g = 980.6199 gals.).
 EW1252
 EW1252.The modeled gravity was interpolated from observed gravity values.
 EW1252
 EW1252;                    North         East    Units  Estimated Accuracy
 EW1252;SPC CA 5     -   563,710.    1,968,870.      MT  (+/- 180 meters Scaled)
 EW1252
 EW1252                          SUPERSEDED SURVEY CONTROL
 EW1252
 EW1252  NGVD 29 (??/??/92)   70.22   (m)          230.4    (f) COMPUTED    1 1
 EW1252
 EW1252.Superseded values are not recommended for survey control.
 EW1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1252.See file dsdata.txt to determine how the superseded data were derived.
 EW1252
 EW1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766711(NAD 83)
 EW1252_MARKER: S = SPIKE
 EW1252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1252_SP_SET: CURB
 EW1252_MARK LOGO: NONE  
 EW1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1252+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1252
 EW1252  HISTORY     - Date     Condition        Report By
 EW1252  HISTORY     - UNK      MONUMENTED       RBNF
 EW1252  HISTORY     - 1975     GOOD             CA1980
 EW1252  HISTORY     - 1975     GOOD             CA1980
 EW1252  HISTORY     - 19940819 GOOD             NGS
 EW1252
 EW1252                          STATION DESCRIPTION
 EW1252
 EW1252'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1252'IN LOS ANGELES.
 EW1252'WIRE SPIKE IN SOUTH CURB OF 1ST STREET, 0.5 FEET WEST OF BOX CULVERT
 EW1252'CURB RETURN WEST OF MCCADDEN PLACE.
 EW1252
 EW1252                          STATION RECOVERY (1975)
 EW1252
 EW1252'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1252'RECOVERED IN GOOD CONDITION.
 EW1252
 EW1252                          STATION RECOVERY (1994)
 EW1252
 EW1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1252'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND 1ST STREET, A
 EW1252'SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 18.8 M (61.7 FT) WEST
 EW1252'OF THE CENTER OF THE PLACE, 5.6 M (18.4 FT) SOUTH OF THE CENTER OF THE
 EW1252'STREET, 0.5 M (1.6 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.2 ABOVE THE
 EW1252'LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1253 ***********************************************************************
 EW1253  DESIGNATION -  12 14070
 EW1253  PID         -  EW1253
 EW1253  STATE/COUNTY-  CA/LOS ANGELES
 EW1253  USGS QUAD   -  HOLLYWOOD (1994)
 EW1253
 EW1253                         *CURRENT SURVEY CONTROL
 EW1253  ___________________________________________________________________
 EW1253* NAD 83(1986)-  34 04 35.     (N)    118 20 15.     (W)     SCALED    
 EW1253* NAVD 88     -        74.578  (meters)     244.68   (feet)  ADJUSTED  
 EW1253  ___________________________________________________________________
 EW1253  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EW1253  DYNAMIC HT  -          74.499 (meters)     244.42  (feet)  COMP
 EW1253  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 EW1253
 EW1253  VERT ORDER  -  FIRST     CLASS I
 EW1253
 EW1253.The horizontal coordinates were scaled from a topographic map and have
 EW1253.an estimated accuracy of +/- 6 seconds.
 EW1253
 EW1253.The orthometric height was determined by differential leveling
 EW1253.and adjusted in June 1995.
 EW1253
 EW1253.The geoid height was determined by GEOID03.
 EW1253
 EW1253.The dynamic height is computed by dividing the NAVD 88
 EW1253.geopotential number by the normal gravity value computed on the
 EW1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1253.degrees latitude (g = 980.6199 gals.).
 EW1253
 EW1253.The modeled gravity was interpolated from observed gravity values.
 EW1253
 EW1253;                    North         East    Units  Estimated Accuracy
 EW1253;SPC CA 5     -   563,990.    1,968,850.      MT  (+/- 180 meters Scaled)
 EW1253
 EW1253                          SUPERSEDED SURVEY CONTROL
 EW1253
 EW1253  NGVD 29 (??/??/92)   73.848  (m)          242.28   (f) ADJ UNCH    1 1
 EW1253
 EW1253.Superseded values are not recommended for survey control.
 EW1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1253.See file dsdata.txt to determine how the superseded data were derived.
 EW1253
 EW1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765714(NAD 83)
 EW1253_MARKER: S = SPIKE
 EW1253_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1253_SP_SET: CURB
 EW1253_MARK LOGO: NONE  
 EW1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1253+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 EW1253
 EW1253  HISTORY     - Date     Condition        Report By
 EW1253  HISTORY     - UNK      MONUMENTED       CA1980
 EW1253  HISTORY     - 1968     GOOD             CA1980
 EW1253  HISTORY     - 19940819 GOOD             NGS
 EW1253  HISTORY     - 20060317 GOOD             CA1980
 EW1253
 EW1253                          STATION DESCRIPTION
 EW1253
 EW1253'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1253'AT LOS ANGELES.
 EW1253'WIRE SPIKE IN TOP OF THE WEST CURB OF MC CADDEN PLACE, 1 FOOT
 EW1253'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF BEVERLY BOULEVARD.
 EW1253
 EW1253                          STATION RECOVERY (1994)
 EW1253
 EW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1253'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND BEVERLY
 EW1253'BOULEVARD, A SPIKE IN THE WEST CONCRETE CURB OF THE PLACE, 15.0 M
 EW1253'(49.2 FT) NORTH OF THE CENTER OF THE BOULEVARD, 5.6 M (18.4 FT) WEST
 EW1253'OF THE CENTER OF THE PLACE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW1253'PLACE.
 EW1253
 EW1253                          STATION RECOVERY (2006)
 EW1253
 EW1253'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 EW1253'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1254 ***********************************************************************
 EW1254  DESIGNATION -  12 14080
 EW1254  PID         -  EW1254
 EW1254  STATE/COUNTY-  CA/LOS ANGELES
 EW1254  USGS QUAD   -  HOLLYWOOD (1994)
 EW1254
 EW1254                         *CURRENT SURVEY CONTROL
 EW1254  ___________________________________________________________________
 EW1254* NAD 83(1986)-  34 04 43.     (N)    118 20 14.     (W)     SCALED    
 EW1254* NAVD 88     -        77.172  (meters)     253.19   (feet)  ADJUSTED  
 EW1254  ___________________________________________________________________
 EW1254  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW1254  DYNAMIC HT  -          77.091 (meters)     252.92  (feet)  COMP
 EW1254  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 EW1254
 EW1254  VERT ORDER  -  FIRST     CLASS I
 EW1254
 EW1254.The horizontal coordinates were scaled from a topographic map and have
 EW1254.an estimated accuracy of +/- 6 seconds.
 EW1254
 EW1254.The orthometric height was determined by differential leveling
 EW1254.and adjusted in June 1995.
 EW1254
 EW1254.The geoid height was determined by GEOID03.
 EW1254
 EW1254.The dynamic height is computed by dividing the NAVD 88
 EW1254.geopotential number by the normal gravity value computed on the
 EW1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1254.degrees latitude (g = 980.6199 gals.).
 EW1254
 EW1254.The modeled gravity was interpolated from observed gravity values.
 EW1254
 EW1254;                    North         East    Units  Estimated Accuracy
 EW1254;SPC CA 5     -   564,240.    1,968,880.      MT  (+/- 180 meters Scaled)
 EW1254
 EW1254                          SUPERSEDED SURVEY CONTROL
 EW1254
 EW1254  NGVD 29 (??/??/92)   76.438  (m)          250.78   (f) ADJ UNCH    1 1
 EW1254
 EW1254.Superseded values are not recommended for survey control.
 EW1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1254.See file dsdata.txt to determine how the superseded data were derived.
 EW1254
 EW1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766716(NAD 83)
 EW1254_MARKER: S = SPIKE
 EW1254_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1254_SP_SET: CURB
 EW1254_MARK LOGO: NONE  
 EW1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1254+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1254
 EW1254  HISTORY     - Date     Condition        Report By
 EW1254  HISTORY     - UNK      MONUMENTED       CA1980
 EW1254  HISTORY     - 1968     GOOD             CA1980
 EW1254  HISTORY     - 19940819 GOOD             NGS
 EW1254
 EW1254                          STATION DESCRIPTION
 EW1254
 EW1254'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1254'AT LOS ANGELES.
 EW1254'WIRE SPIKE IN TOP OF THE WEST CURB OF MC CADDEN PLACE, 1 FOOT
 EW1254'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF OAKWOOD AVENUE.
 EW1254
 EW1254                          STATION RECOVERY (1994)
 EW1254
 EW1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1254'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND OAKWOOD
 EW1254'AVENUE, A SPIKE IN THE WEST CONCRETE CURB OF THE PLACE, 16.6 M (54.5
 EW1254'FT) NORTH OF THE CENTER OF THE AVENUE, 5.7 M (18.7 FT) WEST OF THE
 EW1254'CENTER OF THE PLACE, 0.9 M (3.0 FT) SOUTHEAST OF A STREET LIGHT POLE,
 EW1254'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1256 ***********************************************************************
 EW1256  DESIGNATION -  12 14100
 EW1256  PID         -  EW1256
 EW1256  STATE/COUNTY-  CA/LOS ANGELES
 EW1256  USGS QUAD   -  HOLLYWOOD (1994)
 EW1256
 EW1256                         *CURRENT SURVEY CONTROL
 EW1256  ___________________________________________________________________
 EW1256* NAD 83(1986)-  34 04 55.     (N)    118 20 13.     (W)     SCALED    
 EW1256* NAVD 88     -        79.792  (meters)     261.78   (feet)  ADJUSTED  
 EW1256  ___________________________________________________________________
 EW1256  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 EW1256  DYNAMIC HT  -          79.709 (meters)     261.51  (feet)  COMP
 EW1256  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 EW1256
 EW1256  VERT ORDER  -  FIRST     CLASS I
 EW1256
 EW1256.The horizontal coordinates were scaled from a topographic map and have
 EW1256.an estimated accuracy of +/- 6 seconds.
 EW1256
 EW1256.The orthometric height was determined by differential leveling
 EW1256.and adjusted in June 1995.
 EW1256
 EW1256.The geoid height was determined by GEOID03.
 EW1256
 EW1256.The dynamic height is computed by dividing the NAVD 88
 EW1256.geopotential number by the normal gravity value computed on the
 EW1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1256.degrees latitude (g = 980.6199 gals.).
 EW1256
 EW1256.The modeled gravity was interpolated from observed gravity values.
 EW1256
 EW1256;                    North         East    Units  Estimated Accuracy
 EW1256;SPC CA 5     -   564,610.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1256
 EW1256                          SUPERSEDED SURVEY CONTROL
 EW1256
 EW1256  NGVD 29 (??/??/92)   79.067  (m)          259.41   (f) ADJ UNCH    1 1
 EW1256
 EW1256.Superseded values are not recommended for survey control.
 EW1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1256.See file dsdata.txt to determine how the superseded data were derived.
 EW1256
 EW1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766720(NAD 83)
 EW1256_MARKER: S = SPIKE
 EW1256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1256_SP_SET: CURB
 EW1256_MARK LOGO: NONE  
 EW1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1256+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 EW1256
 EW1256  HISTORY     - Date     Condition        Report By
 EW1256  HISTORY     - UNK      MONUMENTED       CA1980
 EW1256  HISTORY     - 1968     GOOD             CA1980
 EW1256  HISTORY     - 19940819 GOOD             NGS
 EW1256  HISTORY     - 20060317 GOOD             CA1980
 EW1256
 EW1256                          STATION DESCRIPTION
 EW1256
 EW1256'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1256'AT LOS ANGELES.
 EW1256'WIRE SPIKE IN TOP OF THE EAST CURB OF MC CADDEN PLACE, 5.2 FEET
 EW1256'SOUTH OF THE SOUTH PROPERTY LINE OF CLINTON STREET.
 EW1256
 EW1256                          STATION RECOVERY (1994)
 EW1256
 EW1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1256'IN HOLLYWOOD, AT THE INTERSECTION OF MCCADDEN PLACE AND CLINTON
 EW1256'STREET, A SPIKE IN THE EAST CONCRETE CURB OF THE PLACE, 10.5 M (34.4
 EW1256'FT) SOUTH OF THE CENTER OF THE STREET, 4.7 M (15.4 FT) EAST OF THE
 EW1256'CENTER OF THE PLACE, 1.2 M (3.9 FT) SOUTH OF A STREET LIGHT POLE, AND
 EW1256'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PLACE.
 EW1256
 EW1256                          STATION RECOVERY (2006)
 EW1256
 EW1256'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 EW1256'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1257 ***********************************************************************
 EW1257  DESIGNATION -  12 14110
 EW1257  PID         -  EW1257
 EW1257  STATE/COUNTY-  CA/LOS ANGELES
 EW1257  USGS QUAD   -  HOLLYWOOD (1994)
 EW1257
 EW1257                         *CURRENT SURVEY CONTROL
 EW1257  ___________________________________________________________________
 EW1257* NAD 83(1986)-  34 05 00.     (N)    118 20 13.     (W)     SCALED    
 EW1257* NAVD 88     -        80.59   (+/-2cm)     264.4    (feet)  VERTCON   
 EW1257  ___________________________________________________________________
 EW1257  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 EW1257  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1257
 EW1257.The horizontal coordinates were scaled from a topographic map and have
 EW1257.an estimated accuracy of +/- 6 seconds.
 EW1257
 EW1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1257.The vertical order pertains to the NGVD 29 superseded value.
 EW1257
 EW1257.The geoid height was determined by GEOID03.
 EW1257
 EW1257;                    North         East    Units  Estimated Accuracy
 EW1257;SPC CA 5     -   564,760.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1257
 EW1257                          SUPERSEDED SURVEY CONTROL
 EW1257
 EW1257  NGVD 29 (??/??/92)   79.819  (m)          261.87   (f) ADJ UNCH    1 1
 EW1257
 EW1257.Superseded values are not recommended for survey control.
 EW1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1257.See file dsdata.txt to determine how the superseded data were derived.
 EW1257
 EW1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766722(NAD 83)
 EW1257_MARKER: S = SPIKE
 EW1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1257_SP_SET: CATCH BASIN
 EW1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1257
 EW1257  HISTORY     - Date     Condition        Report By
 EW1257  HISTORY     - UNK      MONUMENTED       CA1980
 EW1257  HISTORY     - 1968     GOOD             CA1980
 EW1257  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW1257
 EW1257                          STATION DESCRIPTION
 EW1257
 EW1257'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1257'AT LOS ANGELES.
 EW1257'CUT SPIKE IN THE SOUTHWEST CORNER OF CATCH BASIN, 3.5 FEET WEST
 EW1257'OF THE WEST CURB LINE OF MC CADDEN PLACE, 6 FEET NORTH OF THE
 EW1257'NORTH PROPERTY LINE OF MELROSE AVENUE.
 EW1257
 EW1257                          STATION RECOVERY (1994)
 EW1257
 EW1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1257'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1258 ***********************************************************************
 EW1258  DESIGNATION -  12 14140
 EW1258  PID         -  EW1258
 EW1258  STATE/COUNTY-  CA/LOS ANGELES
 EW1258  USGS QUAD   -  HOLLYWOOD (1994)
 EW1258
 EW1258                         *CURRENT SURVEY CONTROL
 EW1258  ___________________________________________________________________
 EW1258* NAD 83(1986)-  34 05 06.     (N)    118 20 09.     (W)     SCALED    
 EW1258* NAVD 88     -        82.541  (meters)     270.80   (feet)  ADJUSTED  
 EW1258  ___________________________________________________________________
 EW1258  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW1258  DYNAMIC HT  -          82.454 (meters)     270.52  (feet)  COMP
 EW1258  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 EW1258
 EW1258  VERT ORDER  -  FIRST     CLASS I
 EW1258
 EW1258.The horizontal coordinates were scaled from a topographic map and have
 EW1258.an estimated accuracy of +/- 6 seconds.
 EW1258
 EW1258.The orthometric height was determined by differential leveling
 EW1258.and adjusted in June 1995.
 EW1258
 EW1258.The geoid height was determined by GEOID03.
 EW1258
 EW1258.The dynamic height is computed by dividing the NAVD 88
 EW1258.geopotential number by the normal gravity value computed on the
 EW1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1258.degrees latitude (g = 980.6199 gals.).
 EW1258
 EW1258.The modeled gravity was interpolated from observed gravity values.
 EW1258
 EW1258;                    North         East    Units  Estimated Accuracy
 EW1258;SPC CA 5     -   564,940.    1,969,010.      MT  (+/- 180 meters Scaled)
 EW1258
 EW1258                          SUPERSEDED SURVEY CONTROL
 EW1258
 EW1258  NGVD 29 (??/??/92)   81.83   (m)          268.5    (f) COMPUTED    1 1
 EW1258
 EW1258.Superseded values are not recommended for survey control.
 EW1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1258.See file dsdata.txt to determine how the superseded data were derived.
 EW1258
 EW1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767723(NAD 83)
 EW1258_MARKER: S = SPIKE
 EW1258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1258_SP_SET: CURB
 EW1258_MARK LOGO: NONE  
 EW1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1258+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1258
 EW1258  HISTORY     - Date     Condition        Report By
 EW1258  HISTORY     - UNK      MONUMENTED       RBNF
 EW1258  HISTORY     - 1975     GOOD             CA1980
 EW1258  HISTORY     - 1975     GOOD             CA1980
 EW1258  HISTORY     - 19940819 GOOD             NGS
 EW1258
 EW1258                          STATION DESCRIPTION
 EW1258
 EW1258'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1258'IN LOS ANGELES.
 EW1258'WIRE SPIKE IN SOUTH CURB OF WARING AVENUE, 5 FEET EAST OF EAST
 EW1258'PROPERTY LINE OF LAS PALMAS AVENUE.
 EW1258
 EW1258                          STATION RECOVERY (1975)
 EW1258
 EW1258'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1258'RECOVERED IN GOOD CONDITION.
 EW1258
 EW1258                          STATION RECOVERY (1994)
 EW1258
 EW1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1258'IN HOLLYWOOD, AT THE INTERSECTION OF WARING AND LAS PALMAS AVENUES, A
 EW1258'SPIKE IN THE SOUTH CONCRETE CURB OF WARING AVENUE, 10.3 M (33.8 FT)
 EW1258'EAST OF THE CENTER OF LAS PALMAS AVENUE, 5.3 M (17.4 FT) SOUTH OF THE
 EW1258'CENTER OF WARING AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF WARING
 EW1258'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1260 ***********************************************************************
 EW1260  DESIGNATION -  12 14180
 EW1260  PID         -  EW1260
 EW1260  STATE/COUNTY-  CA/LOS ANGELES
 EW1260  USGS QUAD   -  HOLLYWOOD (1994)
 EW1260
 EW1260                         *CURRENT SURVEY CONTROL
 EW1260  ___________________________________________________________________
 EW1260* NAD 83(1986)-  34 05 19.     (N)    118 20 13.     (W)     SCALED    
 EW1260* NAVD 88     -        87.973  (meters)     288.62   (feet)  ADJUSTED  
 EW1260  ___________________________________________________________________
 EW1260  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW1260  DYNAMIC HT  -          87.881 (meters)     288.32  (feet)  COMP
 EW1260  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 EW1260
 EW1260  VERT ORDER  -  FIRST     CLASS I
 EW1260
 EW1260.The horizontal coordinates were scaled from a topographic map and have
 EW1260.an estimated accuracy of +/- 6 seconds.
 EW1260
 EW1260.The orthometric height was determined by differential leveling
 EW1260.and adjusted in June 1995.
 EW1260
 EW1260.The geoid height was determined by GEOID03.
 EW1260
 EW1260.The dynamic height is computed by dividing the NAVD 88
 EW1260.geopotential number by the normal gravity value computed on the
 EW1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1260.degrees latitude (g = 980.6199 gals.).
 EW1260
 EW1260.The modeled gravity was interpolated from observed gravity values.
 EW1260
 EW1260;                    North         East    Units  Estimated Accuracy
 EW1260;SPC CA 5     -   565,340.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1260
 EW1260                          SUPERSEDED SURVEY CONTROL
 EW1260
 EW1260  NGVD 29 (??/??/92)   87.24   (m)          286.2    (f) COMPUTED    1 1
 EW1260
 EW1260.Superseded values are not recommended for survey control.
 EW1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1260.See file dsdata.txt to determine how the superseded data were derived.
 EW1260
 EW1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766727(NAD 83)
 EW1260_MARKER: S = SPIKE
 EW1260_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1260_SP_SET: CURB
 EW1260_MARK LOGO: NONE  
 EW1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1260+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1260
 EW1260  HISTORY     - Date     Condition        Report By
 EW1260  HISTORY     - UNK      MONUMENTED       RBNF
 EW1260  HISTORY     - 1975     GOOD             CA1980
 EW1260  HISTORY     - 1975     GOOD             CA1980
 EW1260  HISTORY     - 19940819 GOOD             NGS
 EW1260
 EW1260                          STATION DESCRIPTION
 EW1260
 EW1260'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1260'IN LOS ANGELES.
 EW1260'WIRE SPIKE IN SOUTH CURB OF ROMAINE STREET, 11.2 FEET EAST OF CENTER-
 EW1260'LINE PRODUCED BY MCCADDEN PLACE.
 EW1260
 EW1260                          STATION RECOVERY (1975)
 EW1260
 EW1260'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1260'RECOVERED IN GOOD CONDITION.
 EW1260
 EW1260                          STATION RECOVERY (1994)
 EW1260
 EW1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1260'IN HOLLYWOOD, AT THE INTERSECTION OF ROMAINE STREET AND MCCADDEN
 EW1260'PLACE, A SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 6.2 M (20.3
 EW1260'FT) SOUTH OF THE CENTER OF THE STREET, 3.5 M (11.5 FT) EAST OF THE
 EW1260'EXTENDED CENTER OF THE PLACE, 2.6 M (8.5 FT) WEST OF A STREET LIGHT
 EW1260'POLE, AND 0.2 ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1261 ***********************************************************************
 EW1261  DESIGNATION -  12 14190
 EW1261  PID         -  EW1261
 EW1261  STATE/COUNTY-  CA/LOS ANGELES
 EW1261  USGS QUAD   -  HOLLYWOOD (1994)
 EW1261
 EW1261                         *CURRENT SURVEY CONTROL
 EW1261  ___________________________________________________________________
 EW1261* NAD 83(1986)-  34 05 27.     (N)    118 20 13.     (W)     SCALED    
 EW1261* NAVD 88     -        91.329  (meters)     299.64   (feet)  ADJUSTED  
 EW1261  ___________________________________________________________________
 EW1261  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 EW1261  DYNAMIC HT  -          91.233 (meters)     299.32  (feet)  COMP
 EW1261  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 EW1261
 EW1261  VERT ORDER  -  FIRST     CLASS I
 EW1261
 EW1261.The horizontal coordinates were scaled from a topographic map and have
 EW1261.an estimated accuracy of +/- 6 seconds.
 EW1261
 EW1261.The orthometric height was determined by differential leveling
 EW1261.and adjusted in June 1995.
 EW1261
 EW1261.The geoid height was determined by GEOID03.
 EW1261
 EW1261.The dynamic height is computed by dividing the NAVD 88
 EW1261.geopotential number by the normal gravity value computed on the
 EW1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1261.degrees latitude (g = 980.6199 gals.).
 EW1261
 EW1261.The modeled gravity was interpolated from observed gravity values.
 EW1261
 EW1261;                    North         East    Units  Estimated Accuracy
 EW1261;SPC CA 5     -   565,590.    1,968,910.      MT  (+/- 180 meters Scaled)
 EW1261
 EW1261                          SUPERSEDED SURVEY CONTROL
 EW1261
 EW1261  NGVD 29 (??/??/92)   90.587  (m)          297.20   (f) ADJ UNCH    1 1
 EW1261
 EW1261.Superseded values are not recommended for survey control.
 EW1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1261.See file dsdata.txt to determine how the superseded data were derived.
 EW1261
 EW1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766730(NAD 83)
 EW1261_MARKER: S = SPIKE
 EW1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1261_SP_SET: CATCH BASIN
 EW1261_MARK LOGO: NONE  
 EW1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1261+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1261
 EW1261  HISTORY     - Date     Condition        Report By
 EW1261  HISTORY     - UNK      MONUMENTED       CA1980
 EW1261  HISTORY     - 1968     GOOD             CA1980
 EW1261  HISTORY     - 19940819 GOOD             NGS
 EW1261
 EW1261                          STATION DESCRIPTION
 EW1261
 EW1261'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1261'AT LOS ANGELES.
 EW1261'CUT SPIKE 1-C IN THE SOUTHEAST CORNER OF CATCH BASIN, 3.3 FEET
 EW1261'EAST OF THE EAST CURB LINE OF MC CADDEN PLACE, 16.5 FEET NORTH
 EW1261'OF THE NORTH CURB LINE OF SANTA MONICA BOULEVARD.
 EW1261
 EW1261                          STATION RECOVERY (1994)
 EW1261
 EW1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1261'IN HOLLYWOOD, AT THE INTERSECTION OF SANTA MONICA BOULEVARD AND
 EW1261'MCCADDEN PLACE, A SPIKE NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH
 EW1261'BASIN, 10.2 M (33.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 EW1261'OF THE BOULEVARD, 6.4 M (21.0 FT) EAST OF THE CENTER OF THE PLACE, AND
 EW1261'0.2 ABOVE THE LEVEL OF THE PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1262 ***********************************************************************
 EW1262  DESIGNATION -  12 14200
 EW1262  PID         -  EW1262
 EW1262  STATE/COUNTY-  CA/LOS ANGELES
 EW1262  USGS QUAD   -  HOLLYWOOD (1994)
 EW1262
 EW1262                         *CURRENT SURVEY CONTROL
 EW1262  ___________________________________________________________________
 EW1262* NAD 83(1986)-  34 05 33.     (N)    118 20 13.     (W)     SCALED    
 EW1262* NAVD 88     -        93.857  (meters)     307.93   (feet)  ADJUSTED  
 EW1262  ___________________________________________________________________
 EW1262  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW1262  DYNAMIC HT  -          93.759 (meters)     307.61  (feet)  COMP
 EW1262  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 EW1262
 EW1262  VERT ORDER  -  FIRST     CLASS I
 EW1262
 EW1262.The horizontal coordinates were scaled from a topographic map and have
 EW1262.an estimated accuracy of +/- 6 seconds.
 EW1262
 EW1262.The orthometric height was determined by differential leveling
 EW1262.and adjusted in June 1995.
 EW1262
 EW1262.The geoid height was determined by GEOID03.
 EW1262
 EW1262.The dynamic height is computed by dividing the NAVD 88
 EW1262.geopotential number by the normal gravity value computed on the
 EW1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1262.degrees latitude (g = 980.6199 gals.).
 EW1262
 EW1262.The modeled gravity was interpolated from observed gravity values.
 EW1262
 EW1262;                    North         East    Units  Estimated Accuracy
 EW1262;SPC CA 5     -   565,780.    1,968,910.      MT  (+/- 180 meters Scaled)
 EW1262
 EW1262                          SUPERSEDED SURVEY CONTROL
 EW1262
 EW1262  NGVD 29 (??/??/92)   93.12   (m)          305.5    (f) COMPUTED    1 1
 EW1262
 EW1262.Superseded values are not recommended for survey control.
 EW1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1262.See file dsdata.txt to determine how the superseded data were derived.
 EW1262
 EW1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766732(NAD 83)
 EW1262_MARKER: S = SPIKE
 EW1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1262_SP_SET: CATCH BASIN
 EW1262_MARK LOGO: NONE  
 EW1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1262+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1262
 EW1262  HISTORY     - Date     Condition        Report By
 EW1262  HISTORY     - UNK      MONUMENTED       RBNF
 EW1262  HISTORY     - 1975     GOOD             CA1980
 EW1262  HISTORY     - 1975     GOOD             CA1980
 EW1262  HISTORY     - 19940819 GOOD             NGS
 EW1262
 EW1262                          STATION DESCRIPTION
 EW1262
 EW1262'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1262'IN LOS ANGELES.
 EW1262'WIRE SPIKE IN SOUTH CURB OF LEXINGTON AVENUE, 8.8 FEET EAST  OF EAST
 EW1262'PROPERTY LINE OF MCCADDEN PLACE, EAST END OF CATCH BASIN.
 EW1262
 EW1262                          STATION RECOVERY (1975)
 EW1262
 EW1262'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 EW1262'RECOVERED IN GOOD CONDITION.
 EW1262
 EW1262                          STATION RECOVERY (1994)
 EW1262
 EW1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1262'IN HOLLYWOOD, AT THE INTERSECTION OF LEXINGTON AVENUE AND MCCADDEN
 EW1262'PLACE, A SPIKE NEAR THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN,
 EW1262'10.2 M (33.5 FT) EAST OF THE CENTER OF THE PLACE, 5.5 M (18.0 FT)
 EW1262'SOUTH OF THE CENTERLINE OF THE AVENUE, AND 0.2 ABOVE THE LEVEL OF THE
 EW1262'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1263 ***********************************************************************
 EW1263  DESIGNATION -  12 14230
 EW1263  PID         -  EW1263
 EW1263  STATE/COUNTY-  CA/LOS ANGELES
 EW1263  USGS QUAD   -  HOLLYWOOD (1994)
 EW1263
 EW1263                         *CURRENT SURVEY CONTROL
 EW1263  ___________________________________________________________________
 EW1263* NAD 83(1986)-  34 05 40.     (N)    118 20 14.     (W)     SCALED    
 EW1263* NAVD 88     -        97.155  (meters)     318.75   (feet)  ADJUSTED  
 EW1263  ___________________________________________________________________
 EW1263  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EW1263  DYNAMIC HT  -          97.053 (meters)     318.41  (feet)  COMP
 EW1263  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 EW1263
 EW1263  VERT ORDER  -  FIRST     CLASS I
 EW1263
 EW1263.The horizontal coordinates were scaled from a topographic map and have
 EW1263.an estimated accuracy of +/- 6 seconds.
 EW1263
 EW1263.The orthometric height was determined by differential leveling
 EW1263.and adjusted in June 1995.
 EW1263
 EW1263.The geoid height was determined by GEOID03.
 EW1263
 EW1263.The dynamic height is computed by dividing the NAVD 88
 EW1263.geopotential number by the normal gravity value computed on the
 EW1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1263.degrees latitude (g = 980.6199 gals.).
 EW1263
 EW1263.The modeled gravity was interpolated from observed gravity values.
 EW1263
 EW1263;                    North         East    Units  Estimated Accuracy
 EW1263;SPC CA 5     -   565,990.    1,968,880.      MT  (+/- 180 meters Scaled)
 EW1263
 EW1263                          SUPERSEDED SURVEY CONTROL
 EW1263
 EW1263  NGVD 29 (??/??/92)   96.417  (m)          316.33   (f) ADJ UNCH    1 1
 EW1263
 EW1263.Superseded values are not recommended for survey control.
 EW1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1263.See file dsdata.txt to determine how the superseded data were derived.
 EW1263
 EW1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766734(NAD 83)
 EW1263_MARKER: S = SPIKE
 EW1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1263_SP_SET: CATCH BASIN
 EW1263_MARK LOGO: NONE  
 EW1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1263+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1263
 EW1263  HISTORY     - Date     Condition        Report By
 EW1263  HISTORY     - UNK      MONUMENTED       CA1980
 EW1263  HISTORY     - 1968     GOOD             CA1980
 EW1263  HISTORY     - 19940819 GOOD             NGS
 EW1263
 EW1263                          STATION DESCRIPTION
 EW1263
 EW1263'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1263'AT LOS ANGELES.
 EW1263'CUT SPIKE IN TOP OF THE SOUTH CURB OF FOUNTAIN AVENUE, 13 FEET
 EW1263'EAST OF THE EAST CURB LINE OF MC CADDEN PLACE, WEST END OF CATCH
 EW1263'BASIN.
 EW1263
 EW1263                          STATION RECOVERY (1994)
 EW1263
 EW1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1263'IN HOLLYWOOD, AT THE INTERSECTION OF FOUNTAIN AVENUE AND MCCADDEN
 EW1263'PLACE, A SPIKE NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN,
 EW1263'8.9 M (29.2 FT) EAST OF THE CENTER OF THE PLACE, 5.0 M (16.4 FT) SOUTH
 EW1263'OF THE CENTERLINE OF THE AVENUE, AND 0.2 ABOVE THE LEVEL OF THE
 EW1263'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1264 ***********************************************************************
 EW1264  DESIGNATION -  12 14250
 EW1264  PID         -  EW1264
 EW1264  STATE/COUNTY-  CA/LOS ANGELES
 EW1264  USGS QUAD   -  HOLLYWOOD (1994)
 EW1264
 EW1264                         *CURRENT SURVEY CONTROL
 EW1264  ___________________________________________________________________
 EW1264* NAD 83(1986)-  34 05 49.     (N)    118 20 14.     (W)     SCALED    
 EW1264* NAVD 88     -       101.743  (meters)     333.80   (feet)  ADJUSTED  
 EW1264  ___________________________________________________________________
 EW1264  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1264  DYNAMIC HT  -         101.637 (meters)     333.45  (feet)  COMP
 EW1264  MODELED GRAV-     979,591.7   (mgal)                       NAVD 88
 EW1264
 EW1264  VERT ORDER  -  FIRST     CLASS I
 EW1264
 EW1264.The horizontal coordinates were scaled from a topographic map and have
 EW1264.an estimated accuracy of +/- 6 seconds.
 EW1264
 EW1264.The orthometric height was determined by differential leveling
 EW1264.and adjusted in June 1995.
 EW1264
 EW1264.The geoid height was determined by GEOID03.
 EW1264
 EW1264.The dynamic height is computed by dividing the NAVD 88
 EW1264.geopotential number by the normal gravity value computed on the
 EW1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1264.degrees latitude (g = 980.6199 gals.).
 EW1264
 EW1264.The modeled gravity was interpolated from observed gravity values.
 EW1264
 EW1264;                    North         East    Units  Estimated Accuracy
 EW1264;SPC CA 5     -   566,270.    1,968,880.      MT  (+/- 180 meters Scaled)
 EW1264
 EW1264                          SUPERSEDED SURVEY CONTROL
 EW1264
 EW1264  NGVD 29 (??/??/92)  101.001  (m)          331.37   (f) ADJ UNCH    1 1
 EW1264
 EW1264.Superseded values are not recommended for survey control.
 EW1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1264.See file dsdata.txt to determine how the superseded data were derived.
 EW1264
 EW1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766737(NAD 83)
 EW1264_MARKER: S = SPIKE
 EW1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1264_SP_SET: CATCH BASIN
 EW1264_MARK LOGO: NONE  
 EW1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1264+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1264
 EW1264  HISTORY     - Date     Condition        Report By
 EW1264  HISTORY     - UNK      MONUMENTED       CA1980
 EW1264  HISTORY     - 1968     GOOD             CA1980
 EW1264  HISTORY     - 19940819 GOOD             NGS
 EW1264
 EW1264                          STATION DESCRIPTION
 EW1264
 EW1264'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1264'AT LOS ANGELES.
 EW1264'CUT SPIKE IN TOP OF THE WEST CURB OF MC CADDEN PLACE, 18.5 FEET
 EW1264'NORTH OF THE NORTH CURB LINE OF DE LONGPRE AVENUE, SOUTH END OF
 EW1264'CATCH BASIN.
 EW1264
 EW1264                          STATION RECOVERY (1994)
 EW1264
 EW1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1264'IN HOLLYWOOD, AT THE INTERSECTION OF DELONGPRE AVENUE AND MCCADDEN
 EW1264'PLACE, A SPIKE NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN,
 EW1264'10.7 M (35.1 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 4.8 M (15.7
 EW1264'FT) WEST OF THE CENTER OF THE PLACE, 0.6 M (2.0 FT) NORTHEAST OF A
 EW1264'STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1265 ***********************************************************************
 EW1265  DESIGNATION -  12 14270
 EW1265  PID         -  EW1265
 EW1265  STATE/COUNTY-  CA/LOS ANGELES
 EW1265  USGS QUAD   -  HOLLYWOOD (1994)
 EW1265
 EW1265                         *CURRENT SURVEY CONTROL
 EW1265  ___________________________________________________________________
 EW1265* NAD 83(1986)-  34 05 53.     (N)    118 20 17.     (W)     SCALED    
 EW1265* NAVD 88     -       105.559  (meters)     346.32   (feet)  ADJUSTED  
 EW1265  ___________________________________________________________________
 EW1265  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW1265  DYNAMIC HT  -         105.448 (meters)     345.96  (feet)  COMP
 EW1265  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 EW1265
 EW1265  VERT ORDER  -  FIRST     CLASS I
 EW1265
 EW1265.The horizontal coordinates were scaled from a topographic map and have
 EW1265.an estimated accuracy of +/- 6 seconds.
 EW1265
 EW1265.The orthometric height was determined by differential leveling
 EW1265.and adjusted in June 1995.
 EW1265
 EW1265.The geoid height was determined by GEOID03.
 EW1265
 EW1265.The dynamic height is computed by dividing the NAVD 88
 EW1265.geopotential number by the normal gravity value computed on the
 EW1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1265.degrees latitude (g = 980.6199 gals.).
 EW1265
 EW1265.The modeled gravity was interpolated from observed gravity values.
 EW1265
 EW1265;                    North         East    Units  Estimated Accuracy
 EW1265;SPC CA 5     -   566,390.    1,968,810.      MT  (+/- 180 meters Scaled)
 EW1265
 EW1265                          SUPERSEDED SURVEY CONTROL
 EW1265
 EW1265  NGVD 29 (??/??/92)  104.809  (m)          343.86   (f) ADJ UNCH    1 1
 EW1265
 EW1265.Superseded values are not recommended for survey control.
 EW1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1265.See file dsdata.txt to determine how the superseded data were derived.
 EW1265
 EW1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765738(NAD 83)
 EW1265_MARKER: S = SPIKE
 EW1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1265_SP_SET: CATCH BASIN
 EW1265_MARK LOGO: NONE  
 EW1265_PROJECTION: FLUSH
 EW1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1265+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 EW1265
 EW1265  HISTORY     - Date     Condition        Report By
 EW1265  HISTORY     - UNK      MONUMENTED       CA1980
 EW1265  HISTORY     - 1968     GOOD             CA1980
 EW1265  HISTORY     - 19940819 GOOD             NGS
 EW1265  HISTORY     - 19970522 GOOD             MWDSC
 EW1265
 EW1265                          STATION DESCRIPTION
 EW1265
 EW1265'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1265'AT LOS ANGELES.
 EW1265'WIRE SPIKE IN TOP OF THE SOUTH CURB OF SUNSET BOULEVARD, 9.2
 EW1265'FEET EAST OF THE EAST PROPERTY LINE OF MC CADDEN PLACE, WEST END
 EW1265'OF CATCH BASIN.
 EW1265
 EW1265                          STATION RECOVERY (1994)
 EW1265
 EW1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1265'IN HOLLYWOOD, AT THE INTERSECTION OF SUNSET BOULEVARD AND MCCADDEN
 EW1265'PLACE, A SPIKE NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN,
 EW1265'10.4 M (34.1 FT) EAST OF THE CENTER OF THE PLACE, 6.1 M (20.0 FT)
 EW1265'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, AND
 EW1265'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 EW1265
 EW1265                          STATION RECOVERY (1997)
 EW1265
 EW1265'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW1265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9341 ***********************************************************************
 EV9341  DESIGNATION -  12 15
 EV9341  PID         -  EV9341
 EV9341  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9341  USGS QUAD   -  REDLANDS (1996)
 EV9341
 EV9341                         *CURRENT SURVEY CONTROL
 EV9341  ___________________________________________________________________
 EV9341* NAD 83(1986)-  34 06 31.     (N)    117 08 21.     (W)     SCALED    
 EV9341* NAVD 88     -       471.478  (meters)    1546.84   (feet)  ADJUSTED  
 EV9341  ___________________________________________________________________
 EV9341  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EV9341  DYNAMIC HT  -         470.923 (meters)    1545.02  (feet)  COMP
 EV9341  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 EV9341
 EV9341  VERT ORDER  -  FIRST     CLASS II
 EV9341
 EV9341.The horizontal coordinates were scaled from a topographic map and have
 EV9341.an estimated accuracy of +/- 6 seconds.
 EV9341
 EV9341.The orthometric height was determined by differential leveling
 EV9341.and adjusted in May 1994.
 EV9341
 EV9341.The geoid height was determined by GEOID03.
 EV9341
 EV9341.The dynamic height is computed by dividing the NAVD 88
 EV9341.geopotential number by the normal gravity value computed on the
 EV9341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9341.degrees latitude (g = 980.6199 gals.).
 EV9341
 EV9341.The modeled gravity was interpolated from observed gravity values.
 EV9341
 EV9341;                    North         East    Units  Estimated Accuracy
 EV9341;SPC CA 5     -   567,850.    2,079,420.      MT  (+/- 180 meters Scaled)
 EV9341
 EV9341                          SUPERSEDED SURVEY CONTROL
 EV9341
 EV9341.No superseded survey control is available for this station.
 EV9341
 EV9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT871742(NAD 83)
 EV9341_MARKER: DD = SURVEY DISK
 EV9341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV9341_SP_SET: CONCRETE POST
 EV9341_STAMPING: BENCH MARK NO 12 15
 EV9341_MARK LOGO: CA-071
 EV9341_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9341+STABILITY: SURFACE MOTION
 EV9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9341+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1993
 EV9341
 EV9341  HISTORY     - Date     Condition        Report By
 EV9341  HISTORY     - UNK      MONUMENTED       CA-071
 EV9341  HISTORY     - 19930114 GOOD             MWDSC
 EV9341
 EV9341                          STATION DESCRIPTION
 EV9341
 EV9341'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9341'EAST HIGHLAND, 2 MILES (3.2 KM) EAST ALONG GREENSPOT RD FROM CHURCH
 EV9341'ST. 80 FEET (24.4 M) SOUTH OF GREENSPOT RD.  ON TOP OF A RISE SOUTH
 EV9341'SIDE OF A SMALL WASH, 144 FEET (43.9 M) EAST AND 64 FEET (19.5 M)
 EV9341'SOUTH OF THE SOUTH END OF WALL, IN TOP OF A CONCRETE POST FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1245 ***********************************************************************
 EW1245  DESIGNATION -  12 15190 C OF LA
 EW1245  PID         -  EW1245
 EW1245  STATE/COUNTY-  CA/LOS ANGELES
 EW1245  USGS QUAD   -  HOLLYWOOD (1994)
 EW1245
 EW1245                         *CURRENT SURVEY CONTROL
 EW1245  ___________________________________________________________________
 EW1245* NAD 83(1986)-  34 03 18.     (N)    118 19 22.     (W)     SCALED    
 EW1245* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 EW1245  ___________________________________________________________________
 EW1245  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1245  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1245
 EW1245.The horizontal coordinates were scaled from a topographic map and have
 EW1245.an estimated accuracy of +/- 6 seconds.
 EW1245
 EW1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1245.The vertical order pertains to the NGVD 29 superseded value.
 EW1245
 EW1245.The geoid height was determined by GEOID03.
 EW1245
 EW1245;                    North         East    Units  Estimated Accuracy
 EW1245;SPC CA 5     -   561,610.    1,970,200.      MT  (+/- 180 meters Scaled)
 EW1245
 EW1245                          SUPERSEDED SURVEY CONTROL
 EW1245
 EW1245  NGVD 29 (??/??/92)   48.628  (m)          159.54   (f) ADJ UNCH    1 1
 EW1245
 EW1245.Superseded values are not recommended for survey control.
 EW1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1245.See file dsdata.txt to determine how the superseded data were derived.
 EW1245
 EW1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779690(NAD 83)
 EW1245_MARKER: S = SPIKE
 EW1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1245_SP_SET: CURB
 EW1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1245
 EW1245  HISTORY     - Date     Condition        Report By
 EW1245  HISTORY     - UNK      MONUMENTED       CA1980
 EW1245  HISTORY     - 1968     GOOD             CA1980
 EW1245
 EW1245                          STATION DESCRIPTION
 EW1245
 EW1245'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1245'AT LOS ANGELES.
 EW1245'WIRE SPIKE IN TOP OF THE NORTH CURB OF OLYMPIC BOULEVARD, 15.5
 EW1245'FEET WEST OF THE WEST PROPERTY LINE OF CRENSHAW BOULEVARD, 3.3
 EW1245'FEET EAST OF THE WEST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1382 ***********************************************************************
 EW1382  DESIGNATION -  12 15390 C OF LA
 EW1382  PID         -  EW1382
 EW1382  STATE/COUNTY-  CA/LOS ANGELES
 EW1382  USGS QUAD   -  HOLLYWOOD (1994)
 EW1382
 EW1382                         *CURRENT SURVEY CONTROL
 EW1382  ___________________________________________________________________
 EW1382* NAD 83(1986)-  34 03 02.     (N)    118 15 37.     (W)     SCALED    
 EW1382* NAVD 88     -        97.86   (+/-2cm)     321.1    (feet)  VERTCON   
 EW1382  ___________________________________________________________________
 EW1382  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1382  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1382
 EW1382.The horizontal coordinates were scaled from a topographic map and have
 EW1382.an estimated accuracy of +/- 6 seconds.
 EW1382
 EW1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1382.The vertical order pertains to the NGVD 29 superseded value.
 EW1382
 EW1382.The geoid height was determined by GEOID03.
 EW1382
 EW1382;                    North         East    Units  Estimated Accuracy
 EW1382;SPC CA 5     -   561,100.    1,975,970.      MT  (+/- 180 meters Scaled)
 EW1382
 EW1382                          SUPERSEDED SURVEY CONTROL
 EW1382
 EW1382  NGVD 29 (??/??/92)   97.076  (m)          318.49   (f) ADJ UNCH    1 1
 EW1382
 EW1382.Superseded values are not recommended for survey control.
 EW1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1382.See file dsdata.txt to determine how the superseded data were derived.
 EW1382
 EW1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT836684(NAD 83)
 EW1382_MARKER: S = SPIKE
 EW1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1382_SP_SET: CURB
 EW1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1382
 EW1382  HISTORY     - Date     Condition        Report By
 EW1382  HISTORY     - UNK      MONUMENTED       CA1980
 EW1382  HISTORY     - 1968     GOOD             CA1980
 EW1382
 EW1382                          STATION DESCRIPTION
 EW1382
 EW1382'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1382'AT LOS ANGELES.
 EW1382'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 10 FEET
 EW1382'EAST OF THE PROLONGATION OF THE WEST PROPERTY LINE OF FRANCISCO
 EW1382'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1384 ***********************************************************************
 EW1384  DESIGNATION -  12 15400 C OF LA
 EW1384  PID         -  EW1384
 EW1384  STATE/COUNTY-  CA/LOS ANGELES
 EW1384  USGS QUAD   -  HOLLYWOOD (1994)
 EW1384
 EW1384                         *CURRENT SURVEY CONTROL
 EW1384  ___________________________________________________________________
 EW1384* NAD 83(1986)-  34 03 04.     (N)    118 15 40.     (W)     SCALED    
 EW1384* NAVD 88     -       105.51   (+/-2cm)     346.2    (feet)  VERTCON   
 EW1384  ___________________________________________________________________
 EW1384  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1384  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1384
 EW1384.The horizontal coordinates were scaled from a topographic map and have
 EW1384.an estimated accuracy of +/- 6 seconds.
 EW1384
 EW1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1384.The vertical order pertains to the NGVD 29 superseded value.
 EW1384
 EW1384.The geoid height was determined by GEOID03.
 EW1384
 EW1384;                    North         East    Units  Estimated Accuracy
 EW1384;SPC CA 5     -   561,160.    1,975,890.      MT  (+/- 180 meters Scaled)
 EW1384
 EW1384                          SUPERSEDED SURVEY CONTROL
 EW1384
 EW1384  NGVD 29 (??/??/92)  104.729  (m)          343.60   (f) ADJ UNCH    1 1
 EW1384
 EW1384.Superseded values are not recommended for survey control.
 EW1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1384.See file dsdata.txt to determine how the superseded data were derived.
 EW1384
 EW1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT836685(NAD 83)
 EW1384_MARKER: S = SPIKE
 EW1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1384_SP_SET: CURB
 EW1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1384
 EW1384  HISTORY     - Date     Condition        Report By
 EW1384  HISTORY     - UNK      MONUMENTED       CA1980
 EW1384  HISTORY     - 1968     GOOD             CA1980
 EW1384
 EW1384                          STATION DESCRIPTION
 EW1384
 EW1384'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1384'AT LOS ANGELES.
 EW1384'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 13.3 FEET
 EW1384'WEST OF THE BEGINNING OF CURB RETURN WEST OF BEAUDRY AVENUE,
 EW1384'WEST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1377 ***********************************************************************
 EW1377  DESIGNATION -  12 15410 C OF LA
 EW1377  PID         -  EW1377
 EW1377  STATE/COUNTY-  CA/LOS ANGELES
 EW1377  USGS QUAD   -  HOLLYWOOD (1994)
 EW1377
 EW1377                         *CURRENT SURVEY CONTROL
 EW1377  ___________________________________________________________________
 EW1377* NAD 83(1986)-  34 03 05.     (N)    118 15 43.     (W)     SCALED    
 EW1377* NAVD 88     -       108.41   (+/-2cm)     355.7    (feet)  VERTCON   
 EW1377  ___________________________________________________________________
 EW1377  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1377  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1377
 EW1377.The horizontal coordinates were scaled from a topographic map and have
 EW1377.an estimated accuracy of +/- 6 seconds.
 EW1377
 EW1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1377.The vertical order pertains to the NGVD 29 superseded value.
 EW1377
 EW1377.The geoid height was determined by GEOID03.
 EW1377
 EW1377;                    North         East    Units  Estimated Accuracy
 EW1377;SPC CA 5     -   561,200.    1,975,820.      MT  (+/- 180 meters Scaled)
 EW1377
 EW1377                          SUPERSEDED SURVEY CONTROL
 EW1377
 EW1377  NGVD 29 (??/??/92)  107.629  (m)          353.11   (f) ADJ UNCH    1 1
 EW1377
 EW1377.Superseded values are not recommended for survey control.
 EW1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1377.See file dsdata.txt to determine how the superseded data were derived.
 EW1377
 EW1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT835685(NAD 83)
 EW1377_MARKER: S = SPIKE
 EW1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1377_SP_SET: CURB
 EW1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1377
 EW1377  HISTORY     - Date     Condition        Report By
 EW1377  HISTORY     - UNK      MONUMENTED       CA1980
 EW1377  HISTORY     - 1968     GOOD             CA1980
 EW1377
 EW1377                          STATION DESCRIPTION
 EW1377
 EW1377'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1377'AT LOS ANGELES.
 EW1377'WIRE SPIKE IN THE NORTH CURB WILSHIRE BOULEVARD, 10 FEET WEST
 EW1377'OF THE WEST PROPERTY LINE OF SAINT PAUL AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1386 ***********************************************************************
 EW1386  DESIGNATION -  12 15430 C OF LA
 EW1386  PID         -  EW1386
 EW1386  STATE/COUNTY-  CA/LOS ANGELES
 EW1386  USGS QUAD   -  HOLLYWOOD (1994)
 EW1386
 EW1386                         *CURRENT SURVEY CONTROL
 EW1386  ___________________________________________________________________
 EW1386* NAD 83(1986)-  34 03 09.     (N)    118 15 47.     (W)     SCALED    
 EW1386* NAVD 88     -       106.87   (+/-2cm)     350.6    (feet)  VERTCON   
 EW1386  ___________________________________________________________________
 EW1386  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1386  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1386
 EW1386.The horizontal coordinates were scaled from a topographic map and have
 EW1386.an estimated accuracy of +/- 6 seconds.
 EW1386
 EW1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1386.The vertical order pertains to the NGVD 29 superseded value.
 EW1386
 EW1386.The geoid height was determined by GEOID03.
 EW1386
 EW1386;                    North         East    Units  Estimated Accuracy
 EW1386;SPC CA 5     -   561,320.    1,975,710.      MT  (+/- 180 meters Scaled)
 EW1386
 EW1386                          SUPERSEDED SURVEY CONTROL
 EW1386
 EW1386  NGVD 29 (??/??/92)  106.088  (m)          348.06   (f) ADJ UNCH    1 1
 EW1386
 EW1386.Superseded values are not recommended for survey control.
 EW1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1386.See file dsdata.txt to determine how the superseded data were derived.
 EW1386
 EW1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834686(NAD 83)
 EW1386_MARKER: S = SPIKE
 EW1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1386_SP_SET: CURB
 EW1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1386
 EW1386  HISTORY     - Date     Condition        Report By
 EW1386  HISTORY     - UNK      MONUMENTED       CA1980
 EW1386  HISTORY     - 1968     GOOD             CA1980
 EW1386
 EW1386                          STATION DESCRIPTION
 EW1386
 EW1386'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1386'AT LOS ANGELES.
 EW1386'CUT SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 18 FEET
 EW1386'EAST OF THE EAST PROPERTY LINE OF BIXEL STREET, EAST END OF A
 EW1386'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1387 ***********************************************************************
 EW1387  DESIGNATION -  12 15450 C OF LA
 EW1387  PID         -  EW1387
 EW1387  STATE/COUNTY-  CA/LOS ANGELES
 EW1387  USGS QUAD   -  HOLLYWOOD (1994)
 EW1387
 EW1387                         *CURRENT SURVEY CONTROL
 EW1387  ___________________________________________________________________
 EW1387* NAD 83(1986)-  34 03 09.     (N)    118 15 47.     (W)     SCALED    
 EW1387* NAVD 88     -       106.49   (+/-2cm)     349.4    (feet)  VERTCON   
 EW1387  ___________________________________________________________________
 EW1387  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1387  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1387
 EW1387.The horizontal coordinates were scaled from a topographic map and have
 EW1387.an estimated accuracy of +/- 6 seconds.
 EW1387
 EW1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1387.The vertical order pertains to the NGVD 29 superseded value.
 EW1387
 EW1387.The geoid height was determined by GEOID03.
 EW1387
 EW1387;                    North         East    Units  Estimated Accuracy
 EW1387;SPC CA 5     -   561,320.    1,975,710.      MT  (+/- 180 meters Scaled)
 EW1387
 EW1387                          SUPERSEDED SURVEY CONTROL
 EW1387
 EW1387  NGVD 29 (??/??/92)  105.706  (m)          346.80   (f) ADJ UNCH    1 2
 EW1387
 EW1387.Superseded values are not recommended for survey control.
 EW1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1387.See file dsdata.txt to determine how the superseded data were derived.
 EW1387
 EW1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834686(NAD 83)
 EW1387_MARKER: DD = SURVEY DISK
 EW1387_SETTING: 0 = UNSPECIFIED SETTING
 EW1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1387
 EW1387  HISTORY     - Date     Condition        Report By
 EW1387  HISTORY     - UNK      MONUMENTED       CA1980
 EW1387  HISTORY     - 1968     GOOD             CA1980
 EW1387
 EW1387                          STATION DESCRIPTION
 EW1387
 EW1387'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1387'AT LOS ANGELES.
 EW1387'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF WILSHIRE BOULEVARD
 EW1387'AND THE PROLONGATION OF THE EAST PROPERTY LINE OF BIXEL STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1391 ***********************************************************************
 EW1391  DESIGNATION -  12 15510 C OF LA
 EW1391  PID         -  EW1391
 EW1391  STATE/COUNTY-  CA/LOS ANGELES
 EW1391  USGS QUAD   -  HOLLYWOOD (1994)
 EW1391
 EW1391                         *CURRENT SURVEY CONTROL
 EW1391  ___________________________________________________________________
 EW1391* NAD 83(1986)-  34 03 12.     (N)    118 15 59.     (W)     SCALED    
 EW1391* NAVD 88     -       100.36   (+/-2cm)     329.3    (feet)  VERTCON   
 EW1391  ___________________________________________________________________
 EW1391  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1391  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1391
 EW1391.The horizontal coordinates were scaled from a topographic map and have
 EW1391.an estimated accuracy of +/- 6 seconds.
 EW1391
 EW1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1391.The vertical order pertains to the NGVD 29 superseded value.
 EW1391
 EW1391.The geoid height was determined by GEOID03.
 EW1391
 EW1391;                    North         East    Units  Estimated Accuracy
 EW1391;SPC CA 5     -   561,410.    1,975,410.      MT  (+/- 180 meters Scaled)
 EW1391
 EW1391                          SUPERSEDED SURVEY CONTROL
 EW1391
 EW1391  NGVD 29 (??/??/92)   99.575  (m)          326.69   (f) ADJ UNCH    1 1
 EW1391
 EW1391.Superseded values are not recommended for survey control.
 EW1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1391.See file dsdata.txt to determine how the superseded data were derived.
 EW1391
 EW1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831687(NAD 83)
 EW1391_MARKER: S = SPIKE
 EW1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1391_SP_SET: CATCH BASIN
 EW1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1391
 EW1391  HISTORY     - Date     Condition        Report By
 EW1391  HISTORY     - UNK      MONUMENTED       CA1980
 EW1391  HISTORY     - 1968     GOOD             CA1980
 EW1391
 EW1391                          STATION DESCRIPTION
 EW1391
 EW1391'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1391'AT LOS ANGELES.
 EW1391'CUT SPIKE, 3.5 FEET EAST OF THE EAST CURB LINE OF WITMER STREET,
 EW1391'5 FEET NORTH OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD,
 EW1391'IN THE TOP OF A CATCH BASIN, AT THE SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1392 ***********************************************************************
 EW1392  DESIGNATION -  12 15529 C OF LA
 EW1392  PID         -  EW1392
 EW1392  STATE/COUNTY-  CA/LOS ANGELES
 EW1392  USGS QUAD   -  HOLLYWOOD (1994)
 EW1392
 EW1392                         *CURRENT SURVEY CONTROL
 EW1392  ___________________________________________________________________
 EW1392* NAD 83(1986)-  34 03 15.     (N)    118 16 05.     (W)     SCALED    
 EW1392* NAVD 88     -        97.96   (+/-2cm)     321.4    (feet)  VERTCON   
 EW1392  ___________________________________________________________________
 EW1392  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1392  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1392
 EW1392.The horizontal coordinates were scaled from a topographic map and have
 EW1392.an estimated accuracy of +/- 6 seconds.
 EW1392
 EW1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1392.The vertical order pertains to the NGVD 29 superseded value.
 EW1392
 EW1392.The geoid height was determined by GEOID03.
 EW1392
 EW1392;                    North         East    Units  Estimated Accuracy
 EW1392;SPC CA 5     -   561,510.    1,975,250.      MT  (+/- 180 meters Scaled)
 EW1392
 EW1392                          SUPERSEDED SURVEY CONTROL
 EW1392
 EW1392  NGVD 29 (??/??/92)   97.176  (m)          318.82   (f) ADJ UNCH    1 2
 EW1392
 EW1392.Superseded values are not recommended for survey control.
 EW1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1392.See file dsdata.txt to determine how the superseded data were derived.
 EW1392
 EW1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829688(NAD 83)
 EW1392_MARKER: DD = SURVEY DISK
 EW1392_SETTING: 0 = UNSPECIFIED SETTING
 EW1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1392
 EW1392  HISTORY     - Date     Condition        Report By
 EW1392  HISTORY     - UNK      MONUMENTED       CA1980
 EW1392  HISTORY     - 1968     GOOD             CA1980
 EW1392
 EW1392                          STATION DESCRIPTION
 EW1392
 EW1392'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1392'AT LOS ANGELES.
 EW1392'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1392'WILSHIRE BOULEVARD AND VALENCIA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1390 ***********************************************************************
 EW1390  DESIGNATION -  12 15530 C OF LA
 EW1390  PID         -  EW1390
 EW1390  STATE/COUNTY-  CA/LOS ANGELES
 EW1390  USGS QUAD   -  HOLLYWOOD (1994)
 EW1390
 EW1390                         *CURRENT SURVEY CONTROL
 EW1390  ___________________________________________________________________
 EW1390* NAD 83(1986)-  34 03 16.     (N)    118 16 05.     (W)     SCALED    
 EW1390* NAVD 88     -        98.37   (+/-2cm)     322.7    (feet)  VERTCON   
 EW1390  ___________________________________________________________________
 EW1390  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1390  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1390
 EW1390.The horizontal coordinates were scaled from a topographic map and have
 EW1390.an estimated accuracy of +/- 6 seconds.
 EW1390
 EW1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1390.The vertical order pertains to the NGVD 29 superseded value.
 EW1390
 EW1390.The geoid height was determined by GEOID03.
 EW1390
 EW1390;                    North         East    Units  Estimated Accuracy
 EW1390;SPC CA 5     -   561,540.    1,975,250.      MT  (+/- 180 meters Scaled)
 EW1390
 EW1390                          SUPERSEDED SURVEY CONTROL
 EW1390
 EW1390  NGVD 29 (??/??/92)   97.589  (m)          320.17   (f) ADJ UNCH    1 1
 EW1390
 EW1390.Superseded values are not recommended for survey control.
 EW1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1390.See file dsdata.txt to determine how the superseded data were derived.
 EW1390
 EW1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829689(NAD 83)
 EW1390_MARKER: S = SPIKE
 EW1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1390_SP_SET: CURB
 EW1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1390
 EW1390  HISTORY     - Date     Condition        Report By
 EW1390  HISTORY     - UNK      MONUMENTED       CA1980
 EW1390  HISTORY     - 1968     GOOD             CA1980
 EW1390
 EW1390                          STATION DESCRIPTION
 EW1390
 EW1390'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1390'AT LOS ANGELES.
 EW1390'WIRE SPIKE IN THE WEST CURB OF VALENCIA STREET, 14 FEET NORTH
 EW1390'OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, NORTH END
 EW1390'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1393 ***********************************************************************
 EW1393  DESIGNATION -  12 15550 C OF LA
 EW1393  PID         -  EW1393
 EW1393  STATE/COUNTY-  CA/LOS ANGELES
 EW1393  USGS QUAD   -  HOLLYWOOD (1994)
 EW1393
 EW1393                         *CURRENT SURVEY CONTROL
 EW1393  ___________________________________________________________________
 EW1393* NAD 83(1986)-  34 03 18.     (N)    118 16 12.     (W)     SCALED    
 EW1393* NAVD 88     -        96.61   (+/-2cm)     317.0    (feet)  VERTCON   
 EW1393  ___________________________________________________________________
 EW1393  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1393  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1393
 EW1393.The horizontal coordinates were scaled from a topographic map and have
 EW1393.an estimated accuracy of +/- 6 seconds.
 EW1393
 EW1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1393.The vertical order pertains to the NGVD 29 superseded value.
 EW1393
 EW1393.The geoid height was determined by GEOID03.
 EW1393
 EW1393;                    North         East    Units  Estimated Accuracy
 EW1393;SPC CA 5     -   561,600.    1,975,070.      MT  (+/- 180 meters Scaled)
 EW1393
 EW1393                          SUPERSEDED SURVEY CONTROL
 EW1393
 EW1393  NGVD 29 (??/??/92)   95.835  (m)          314.42   (f) ADJ UNCH    1 1
 EW1393
 EW1393.Superseded values are not recommended for survey control.
 EW1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1393.See file dsdata.txt to determine how the superseded data were derived.
 EW1393
 EW1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT827689(NAD 83)
 EW1393_MARKER: S = SPIKE
 EW1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1393_SP_SET: CATCH BASIN
 EW1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1393
 EW1393  HISTORY     - Date     Condition        Report By
 EW1393  HISTORY     - UNK      MONUMENTED       CA1980
 EW1393  HISTORY     - 1968     GOOD             CA1980
 EW1393
 EW1393                          STATION DESCRIPTION
 EW1393
 EW1393'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1393'AT LOS ANGELES.
 EW1393'CUT SPIKE IN TOP OF THE WALL OF A CATCH BASIN IN THE CONCRETE
 EW1393'GUTTER AT THE NORTH SIDE OF WILSHIRE BOULEVARD, 1 FOOT SOUTH
 EW1393'OF THE FACE OF THE NORTH CURB, 11 FEET EAST OF THE EAST
 EW1393'PROPERTY LINE OF UNION AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1395 ***********************************************************************
 EW1395  DESIGNATION -  12 15551 C OF LA
 EW1395  PID         -  EW1395
 EW1395  STATE/COUNTY-  CA/LOS ANGELES
 EW1395  USGS QUAD   -  HOLLYWOOD (1994)
 EW1395
 EW1395                         *CURRENT SURVEY CONTROL
 EW1395  ___________________________________________________________________
 EW1395* NAD 83(1986)-  34 03 21.     (N)    118 16 11.     (W)     SCALED    
 EW1395* NAVD 88     -        96.31   (+/-2cm)     316.0    (feet)  VERTCON   
 EW1395  ___________________________________________________________________
 EW1395  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1395  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1395
 EW1395.The horizontal coordinates were scaled from a topographic map and have
 EW1395.an estimated accuracy of +/- 6 seconds.
 EW1395
 EW1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1395.The vertical order pertains to the NGVD 29 superseded value.
 EW1395
 EW1395.The geoid height was determined by GEOID03.
 EW1395
 EW1395;                    North         East    Units  Estimated Accuracy
 EW1395;SPC CA 5     -   561,690.    1,975,100.      MT  (+/- 180 meters Scaled)
 EW1395
 EW1395                          SUPERSEDED SURVEY CONTROL
 EW1395
 EW1395  NGVD 29 (??/??/92)   95.526  (m)          313.40   (f) ADJ UNCH    1 2
 EW1395
 EW1395.Superseded values are not recommended for survey control.
 EW1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1395.See file dsdata.txt to determine how the superseded data were derived.
 EW1395
 EW1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828690(NAD 83)
 EW1395_MARKER: DD = SURVEY DISK
 EW1395_SETTING: 0 = UNSPECIFIED SETTING
 EW1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1395
 EW1395  HISTORY     - Date     Condition        Report By
 EW1395  HISTORY     - UNK      MONUMENTED       CA1980
 EW1395  HISTORY     - 1968     GOOD             CA1980
 EW1395
 EW1395                          STATION DESCRIPTION
 EW1395
 EW1395'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1395'AT LOS ANGELES.
 EW1395'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1395'WILSHIRE BOULEVARD AND UNION AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1397 ***********************************************************************
 EW1397  DESIGNATION -  12 15610 C OF LA
 EW1397  PID         -  EW1397
 EW1397  STATE/COUNTY-  CA/LOS ANGELES
 EW1397  USGS QUAD   -  HOLLYWOOD (1994)
 EW1397
 EW1397                         *CURRENT SURVEY CONTROL
 EW1397  ___________________________________________________________________
 EW1397* NAD 83(1986)-  34 03 25.     (N)    118 16 24.     (W)     SCALED    
 EW1397* NAVD 88     -        86.76   (+/-2cm)     284.6    (feet)  VERTCON   
 EW1397  ___________________________________________________________________
 EW1397  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1397  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1397
 EW1397.The horizontal coordinates were scaled from a topographic map and have
 EW1397.an estimated accuracy of +/- 6 seconds.
 EW1397
 EW1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1397.The vertical order pertains to the NGVD 29 superseded value.
 EW1397
 EW1397.The geoid height was determined by GEOID03.
 EW1397
 EW1397;                    North         East    Units  Estimated Accuracy
 EW1397;SPC CA 5     -   561,810.    1,974,770.      MT  (+/- 180 meters Scaled)
 EW1397
 EW1397                          SUPERSEDED SURVEY CONTROL
 EW1397
 EW1397  NGVD 29 (??/??/92)   85.980  (m)          282.09   (f) ADJ UNCH    1 1
 EW1397
 EW1397.Superseded values are not recommended for survey control.
 EW1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1397.See file dsdata.txt to determine how the superseded data were derived.
 EW1397
 EW1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT824692(NAD 83)
 EW1397_MARKER: S = SPIKE
 EW1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1397_SP_SET: CATCH BASIN
 EW1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1397
 EW1397  HISTORY     - Date     Condition        Report By
 EW1397  HISTORY     - UNK      MONUMENTED       CA1980
 EW1397  HISTORY     - 1968     GOOD             CA1980
 EW1397
 EW1397                          STATION DESCRIPTION
 EW1397
 EW1397'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1397'AT LOS ANGELES.
 EW1397'CUT SPIKE IN THE TOP OF A WALL OF A CATCH BASIN IN CONCRETE
 EW1397'GUTTER AT SOUTH SIDE OF WILSHIRE BOULEVARD, 1 FOOT NORTH OF
 EW1397'THE CURB FACE, 12 FEET EAST OF THE EAST PROPERTY LINE OF BONNIE
 EW1397'BRAE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1398 ***********************************************************************
 EW1398  DESIGNATION -  12 15611 C OF LA
 EW1398  PID         -  EW1398
 EW1398  STATE/COUNTY-  CA/LOS ANGELES
 EW1398  USGS QUAD   -  HOLLYWOOD (1994)
 EW1398
 EW1398                         *CURRENT SURVEY CONTROL
 EW1398  ___________________________________________________________________
 EW1398* NAD 83(1986)-  34 03 25.     (N)    118 16 24.     (W)     SCALED    
 EW1398* NAVD 88     -        85.96   (+/-2cm)     282.0    (feet)  VERTCON   
 EW1398  ___________________________________________________________________
 EW1398  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1398  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1398
 EW1398.The horizontal coordinates were scaled from a topographic map and have
 EW1398.an estimated accuracy of +/- 6 seconds.
 EW1398
 EW1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1398.The vertical order pertains to the NGVD 29 superseded value.
 EW1398
 EW1398.The geoid height was determined by GEOID03.
 EW1398
 EW1398;                    North         East    Units  Estimated Accuracy
 EW1398;SPC CA 5     -   561,810.    1,974,770.      MT  (+/- 180 meters Scaled)
 EW1398
 EW1398                          SUPERSEDED SURVEY CONTROL
 EW1398
 EW1398  NGVD 29 (??/??/92)   85.177  (m)          279.45   (f) ADJ UNCH    1 2
 EW1398
 EW1398.Superseded values are not recommended for survey control.
 EW1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1398.See file dsdata.txt to determine how the superseded data were derived.
 EW1398
 EW1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT824692(NAD 83)
 EW1398_MARKER: DD = SURVEY DISK
 EW1398_SETTING: 0 = UNSPECIFIED SETTING
 EW1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1398
 EW1398  HISTORY     - Date     Condition        Report By
 EW1398  HISTORY     - UNK      MONUMENTED       CA1980
 EW1398  HISTORY     - 1968     GOOD             CA1980
 EW1398
 EW1398                          STATION DESCRIPTION
 EW1398
 EW1398'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1398'AT LOS ANGELES.
 EW1398'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF WILSHIRE BOULEVARD
 EW1398'AND THE PROLONGATION OF THE WEST PROPERTY LINE OF BONNIE BRAE
 EW1398'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1404 ***********************************************************************
 EW1404  DESIGNATION -  12 15750 C OF LA
 EW1404  PID         -  EW1404
 EW1404  STATE/COUNTY-  CA/LOS ANGELES
 EW1404  USGS QUAD   -  HOLLYWOOD (1994)
 EW1404
 EW1404                         *CURRENT SURVEY CONTROL
 EW1404  ___________________________________________________________________
 EW1404* NAD 83(1986)-  34 03 41.     (N)    118 16 55.     (W)     SCALED    
 EW1404* NAVD 88     -        84.97   (+/-2cm)     278.8    (feet)  VERTCON   
 EW1404  ___________________________________________________________________
 EW1404  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1404  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1404
 EW1404.The horizontal coordinates were scaled from a topographic map and have
 EW1404.an estimated accuracy of +/- 6 seconds.
 EW1404
 EW1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1404.The vertical order pertains to the NGVD 29 superseded value.
 EW1404
 EW1404.The geoid height was determined by GEOID03.
 EW1404
 EW1404;                    North         East    Units  Estimated Accuracy
 EW1404;SPC CA 5     -   562,310.    1,973,970.      MT  (+/- 180 meters Scaled)
 EW1404
 EW1404                          SUPERSEDED SURVEY CONTROL
 EW1404
 EW1404  NGVD 29 (??/??/92)   84.186  (m)          276.20   (f) ADJ UNCH    1 1
 EW1404
 EW1404.Superseded values are not recommended for survey control.
 EW1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1404.See file dsdata.txt to determine how the superseded data were derived.
 EW1404
 EW1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816697(NAD 83)
 EW1404_MARKER: S = SPIKE
 EW1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1404_SP_SET: CURB
 EW1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1404
 EW1404  HISTORY     - Date     Condition        Report By
 EW1404  HISTORY     - UNK      MONUMENTED       CA1980
 EW1404  HISTORY     - 1968     GOOD             CA1980
 EW1404
 EW1404                          STATION DESCRIPTION
 EW1404
 EW1404'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1404'AT LOS ANGELES.
 EW1404'WIRE SPIKE IN THE EAST CURB OF RAMPART BOULEVARD, 10 FEET
 EW1404'SOUTH OF THE SOUTH PROPERTY LINE OF WILSHIRE BOULEVARD, NORTH
 EW1404'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1408 ***********************************************************************
 EW1408  DESIGNATION -  12 15786 C OF LA
 EW1408  PID         -  EW1408
 EW1408  STATE/COUNTY-  CA/LOS ANGELES
 EW1408  USGS QUAD   -  HOLLYWOOD (1994)
 EW1408
 EW1408                         *CURRENT SURVEY CONTROL
 EW1408  ___________________________________________________________________
 EW1408* NAD 83(1986)-  34 03 44.     (N)    118 17 12.     (W)     SCALED    
 EW1408* NAVD 88     -        79.88   (+/-2cm)     262.1    (feet)  VERTCON   
 EW1408  ___________________________________________________________________
 EW1408  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1408  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1408
 EW1408.The horizontal coordinates were scaled from a topographic map and have
 EW1408.an estimated accuracy of +/- 6 seconds.
 EW1408
 EW1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1408.The vertical order pertains to the NGVD 29 superseded value.
 EW1408
 EW1408.The geoid height was determined by GEOID03.
 EW1408
 EW1408;                    North         East    Units  Estimated Accuracy
 EW1408;SPC CA 5     -   562,400.    1,973,540.      MT  (+/- 180 meters Scaled)
 EW1408
 EW1408                          SUPERSEDED SURVEY CONTROL
 EW1408
 EW1408  NGVD 29 (??/??/92)   79.103  (m)          259.52   (f) ADJ UNCH    1 1
 EW1408
 EW1408.Superseded values are not recommended for survey control.
 EW1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1408.See file dsdata.txt to determine how the superseded data were derived.
 EW1408
 EW1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812698(NAD 83)
 EW1408_MARKER: S = SPIKE
 EW1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1408_SP_SET: CURB
 EW1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1408
 EW1408  HISTORY     - Date     Condition        Report By
 EW1408  HISTORY     - UNK      MONUMENTED       CA1980
 EW1408  HISTORY     - 1968     GOOD             CA1980
 EW1408
 EW1408                          STATION DESCRIPTION
 EW1408
 EW1408'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1408'AT LOS ANGELES.
 EW1408'CUT SPIKE IN THE NORTH CURB WILSHIRE BOULEVARD, 54 FEET WEST
 EW1408'OF THE WEST PROPERTY LINE OR VIRGIL AVENUE, WEST END OF A
 EW1408'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1410 ***********************************************************************
 EW1410  DESIGNATION -  12 15790 C OF LA
 EW1410  PID         -  EW1410
 EW1410  STATE/COUNTY-  CA/LOS ANGELES
 EW1410  USGS QUAD   -  HOLLYWOOD (1994)
 EW1410
 EW1410                         *CURRENT SURVEY CONTROL
 EW1410  ___________________________________________________________________
 EW1410* NAD 83(1986)-  34 03 43.     (N)    118 17 20.     (W)     SCALED    
 EW1410* NAVD 88     -        79.94   (+/-2cm)     262.3    (feet)  VERTCON   
 EW1410  ___________________________________________________________________
 EW1410  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EW1410  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1410
 EW1410.The horizontal coordinates were scaled from a topographic map and have
 EW1410.an estimated accuracy of +/- 6 seconds.
 EW1410
 EW1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1410.The vertical order pertains to the NGVD 29 superseded value.
 EW1410
 EW1410.The geoid height was determined by GEOID03.
 EW1410
 EW1410;                    North         East    Units  Estimated Accuracy
 EW1410;SPC CA 5     -   562,370.    1,973,330.      MT  (+/- 180 meters Scaled)
 EW1410
 EW1410                          SUPERSEDED SURVEY CONTROL
 EW1410
 EW1410  NGVD 29 (??/??/92)   79.160  (m)          259.71   (f) ADJ UNCH    1 1
 EW1410
 EW1410.Superseded values are not recommended for survey control.
 EW1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1410.See file dsdata.txt to determine how the superseded data were derived.
 EW1410
 EW1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT810697(NAD 83)
 EW1410_MARKER: S = SPIKE
 EW1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1410_SP_SET: CURB
 EW1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1410
 EW1410  HISTORY     - Date     Condition        Report By
 EW1410  HISTORY     - UNK      MONUMENTED       CA1980
 EW1410  HISTORY     - 1968     GOOD             CA1980
 EW1410
 EW1410                          STATION DESCRIPTION
 EW1410
 EW1410'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1410'AT LOS ANGELES.
 EW1410'CUT SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, AT BEGINNING
 EW1410'OF THE CURB RETURN, 7.6 FEET EAST OF THE EAST PROPERTY LINE OF
 EW1410'WESTMORELAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1415 ***********************************************************************
 EW1415  DESIGNATION -  12 15810 C OF LA
 EW1415  PID         -  EW1415
 EW1415  STATE/COUNTY-  CA/LOS ANGELES
 EW1415  USGS QUAD   -  HOLLYWOOD (1994)
 EW1415
 EW1415                         *CURRENT SURVEY CONTROL
 EW1415  ___________________________________________________________________
 EW1415* NAD 83(1986)-  34 03 42.     (N)    118 17 29.     (W)     SCALED    
 EW1415* NAVD 88     -        78.26   (+/-2cm)     256.8    (feet)  VERTCON   
 EW1415  ___________________________________________________________________
 EW1415  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EW1415  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1415
 EW1415.The horizontal coordinates were scaled from a topographic map and have
 EW1415.an estimated accuracy of +/- 6 seconds.
 EW1415
 EW1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1415.The vertical order pertains to the NGVD 29 superseded value.
 EW1415
 EW1415.The geoid height was determined by GEOID03.
 EW1415
 EW1415;                    North         East    Units  Estimated Accuracy
 EW1415;SPC CA 5     -   562,340.    1,973,100.      MT  (+/- 180 meters Scaled)
 EW1415
 EW1415                          SUPERSEDED SURVEY CONTROL
 EW1415
 EW1415  NGVD 29 (??/??/92)   77.482  (m)          254.21   (f) ADJ UNCH    1 1
 EW1415
 EW1415.Superseded values are not recommended for survey control.
 EW1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1415.See file dsdata.txt to determine how the superseded data were derived.
 EW1415
 EW1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808697(NAD 83)
 EW1415_MARKER: S = SPIKE
 EW1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1415_SP_SET: CATCH BASIN
 EW1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1415
 EW1415  HISTORY     - Date     Condition        Report By
 EW1415  HISTORY     - UNK      MONUMENTED       CA1980
 EW1415  HISTORY     - 1968     GOOD             CA1980
 EW1415
 EW1415                          STATION DESCRIPTION
 EW1415
 EW1415'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1415'AT LOS ANGELES.
 EW1415'CUT SPIKE, 3.5 FEET NORTH OF THE NORTH CURB LINE OF WILSHIRE
 EW1415'BOULEVARD, 44 FEET EAST OF THE EAST PROPERTY LINE OF VERMONT
 EW1415'AVENUE, IN TOP OF A CATCH BASIN, AT THE NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1418 ***********************************************************************
 EW1418  DESIGNATION -  12 15830 C OF LA
 EW1418  PID         -  EW1418
 EW1418  STATE/COUNTY-  CA/LOS ANGELES
 EW1418  USGS QUAD   -  HOLLYWOOD (1994)
 EW1418
 EW1418                         *CURRENT SURVEY CONTROL
 EW1418  ___________________________________________________________________
 EW1418* NAD 83(1986)-  34 03 42.     (N)    118 17 34.     (W)     SCALED    
 EW1418* NAVD 88     -        76.51   (+/-2cm)     251.0    (feet)  VERTCON   
 EW1418  ___________________________________________________________________
 EW1418  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1418  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1418
 EW1418.The horizontal coordinates were scaled from a topographic map and have
 EW1418.an estimated accuracy of +/- 6 seconds.
 EW1418
 EW1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1418.The vertical order pertains to the NGVD 29 superseded value.
 EW1418
 EW1418.The geoid height was determined by GEOID03.
 EW1418
 EW1418;                    North         East    Units  Estimated Accuracy
 EW1418;SPC CA 5     -   562,340.    1,972,970.      MT  (+/- 180 meters Scaled)
 EW1418
 EW1418                          SUPERSEDED SURVEY CONTROL
 EW1418
 EW1418  NGVD 29 (??/??/92)   75.736  (m)          248.48   (f) ADJ UNCH    1 1
 EW1418
 EW1418.Superseded values are not recommended for survey control.
 EW1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1418.See file dsdata.txt to determine how the superseded data were derived.
 EW1418
 EW1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806697(NAD 83)
 EW1418_MARKER: S = SPIKE
 EW1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1418_SP_SET: CATCH BASIN
 EW1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1418
 EW1418  HISTORY     - Date     Condition        Report By
 EW1418  HISTORY     - UNK      MONUMENTED       CA1980
 EW1418  HISTORY     - 1968     GOOD             CA1980
 EW1418
 EW1418                          STATION DESCRIPTION
 EW1418
 EW1418'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1418'AT LOS ANGELES.
 EW1418'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 13 FEET
 EW1418'EAST OF THE EAST PROPERTY LINE OF NEW HAMPSHIRE AVENUE, WEST
 EW1418'END OF A CATCH BASIN (CONCRETE TOP OF CATCH BASIN IS SOMEWHAT
 EW1418'BROKEN).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1419 ***********************************************************************
 EW1419  DESIGNATION -  12 15870 C OF LA
 EW1419  PID         -  EW1419
 EW1419  STATE/COUNTY-  CA/LOS ANGELES
 EW1419  USGS QUAD   -  HOLLYWOOD (1994)
 EW1419
 EW1419                         *CURRENT SURVEY CONTROL
 EW1419  ___________________________________________________________________
 EW1419* NAD 83(1986)-  34 03 42.     (N)    118 17 43.     (W)     SCALED    
 EW1419* NAVD 88     -        73.58   (+/-2cm)     241.4    (feet)  VERTCON   
 EW1419  ___________________________________________________________________
 EW1419  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1419  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1419
 EW1419.The horizontal coordinates were scaled from a topographic map and have
 EW1419.an estimated accuracy of +/- 6 seconds.
 EW1419
 EW1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1419.The vertical order pertains to the NGVD 29 superseded value.
 EW1419
 EW1419.The geoid height was determined by GEOID03.
 EW1419
 EW1419;                    North         East    Units  Estimated Accuracy
 EW1419;SPC CA 5     -   562,340.    1,972,740.      MT  (+/- 180 meters Scaled)
 EW1419
 EW1419                          SUPERSEDED SURVEY CONTROL
 EW1419
 EW1419  NGVD 29 (??/??/92)   72.806  (m)          238.86   (f) ADJ UNCH    1 1
 EW1419
 EW1419.Superseded values are not recommended for survey control.
 EW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1419.See file dsdata.txt to determine how the superseded data were derived.
 EW1419
 EW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT804697(NAD 83)
 EW1419_MARKER: S = SPIKE
 EW1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1419_SP_SET: CURB
 EW1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1419
 EW1419  HISTORY     - Date     Condition        Report By
 EW1419  HISTORY     - UNK      MONUMENTED       CA1980
 EW1419  HISTORY     - 1968     GOOD             CA1980
 EW1419
 EW1419                          STATION DESCRIPTION
 EW1419
 EW1419'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1419'AT LOS ANGELES.
 EW1419'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 13 FEET EAST
 EW1419'OF THE EAST PROPERTY LINE OF CATALINA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1412 ***********************************************************************
 EW1412  DESIGNATION -  12 15888 C OF LA
 EW1412  PID         -  EW1412
 EW1412  STATE/COUNTY-  CA/LOS ANGELES
 EW1412  USGS QUAD   -  HOLLYWOOD (1994)
 EW1412
 EW1412                         *CURRENT SURVEY CONTROL
 EW1412  ___________________________________________________________________
 EW1412* NAD 83(1986)-  34 03 41.     (N)    118 17 53.     (W)     SCALED    
 EW1412* NAVD 88     -        68.04   (+/-2cm)     223.2    (feet)  VERTCON   
 EW1412  ___________________________________________________________________
 EW1412  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1412  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1412
 EW1412.The horizontal coordinates were scaled from a topographic map and have
 EW1412.an estimated accuracy of +/- 6 seconds.
 EW1412
 EW1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1412.The vertical order pertains to the NGVD 29 superseded value.
 EW1412
 EW1412.The geoid height was determined by GEOID03.
 EW1412
 EW1412;                    North         East    Units  Estimated Accuracy
 EW1412;SPC CA 5     -   562,310.    1,972,480.      MT  (+/- 180 meters Scaled)
 EW1412
 EW1412                          SUPERSEDED SURVEY CONTROL
 EW1412
 EW1412  NGVD 29 (??/??/92)   67.264  (m)          220.68   (f) ADJ UNCH    1 1
 EW1412
 EW1412.Superseded values are not recommended for survey control.
 EW1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1412.See file dsdata.txt to determine how the superseded data were derived.
 EW1412
 EW1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT802697(NAD 83)
 EW1412_MARKER: S = SPIKE
 EW1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1412_SP_SET: CURB
 EW1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1412
 EW1412  HISTORY     - Date     Condition        Report By
 EW1412  HISTORY     - UNK      MONUMENTED       CA1980
 EW1412  HISTORY     - 1968     GOOD             CA1980
 EW1412
 EW1412                          STATION DESCRIPTION
 EW1412
 EW1412'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1412'AT LOS ANGELES.
 EW1412'WIRE SPIKE IN THE EAST CURB OF ALEXANDRIA AVENUE, 3.4 FEET NORTH
 EW1412'OF THE BEGINNING OF CURB RETURN NORTH OF WILSHIRE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1425 ***********************************************************************
 EW1425  DESIGNATION -  12 15930 C OF LA
 EW1425  PID         -  EW1425
 EW1425  STATE/COUNTY-  CA/LOS ANGELES
 EW1425  USGS QUAD   -  HOLLYWOOD (1994)
 EW1425
 EW1425                         *CURRENT SURVEY CONTROL
 EW1425  ___________________________________________________________________
 EW1425* NAD 83(1986)-  34 03 43.     (N)    118 18 11.     (W)     SCALED    
 EW1425* NAVD 88     -        69.07   (+/-2cm)     226.6    (feet)  VERTCON   
 EW1425  ___________________________________________________________________
 EW1425  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1425  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1425
 EW1425.The horizontal coordinates were scaled from a topographic map and have
 EW1425.an estimated accuracy of +/- 6 seconds.
 EW1425
 EW1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1425.The vertical order pertains to the NGVD 29 superseded value.
 EW1425
 EW1425.The geoid height was determined by GEOID03.
 EW1425
 EW1425;                    North         East    Units  Estimated Accuracy
 EW1425;SPC CA 5     -   562,380.    1,972,020.      MT  (+/- 180 meters Scaled)
 EW1425
 EW1425                          SUPERSEDED SURVEY CONTROL
 EW1425
 EW1425  NGVD 29 (??/??/92)   68.296  (m)          224.07   (f) ADJ UNCH    1 1
 EW1425
 EW1425.Superseded values are not recommended for survey control.
 EW1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1425.See file dsdata.txt to determine how the superseded data were derived.
 EW1425
 EW1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797697(NAD 83)
 EW1425_MARKER: S = SPIKE
 EW1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1425_SP_SET: CURB
 EW1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1425
 EW1425  HISTORY     - Date     Condition        Report By
 EW1425  HISTORY     - UNK      MONUMENTED       CA1980
 EW1425  HISTORY     - 1968     GOOD             CA1980
 EW1425
 EW1425                          STATION DESCRIPTION
 EW1425
 EW1425'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1425'AT LOS ANGELES.
 EW1425'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 11 FEET
 EW1425'EAST OF THE EAST PROPERTY LINE OF KINGSLEY DRIVE, WEST END
 EW1425'OF A CATCH BASIN (CONCRETE IS SLIGHTLY BROKEN).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1423 ***********************************************************************
 EW1423  DESIGNATION -  12 15950 C OF LA
 EW1423  PID         -  EW1423
 EW1423  STATE/COUNTY-  CA/LOS ANGELES
 EW1423  USGS QUAD   -  HOLLYWOOD (1994)
 EW1423
 EW1423                         *CURRENT SURVEY CONTROL
 EW1423  ___________________________________________________________________
 EW1423* NAD 83(1986)-  34 03 43.     (N)    118 18 16.     (W)     SCALED    
 EW1423* NAVD 88     -        67.54   (+/-2cm)     221.6    (feet)  VERTCON   
 EW1423  ___________________________________________________________________
 EW1423  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1423  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1423
 EW1423.The horizontal coordinates were scaled from a topographic map and have
 EW1423.an estimated accuracy of +/- 6 seconds.
 EW1423
 EW1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1423.The vertical order pertains to the NGVD 29 superseded value.
 EW1423
 EW1423.The geoid height was determined by GEOID03.
 EW1423
 EW1423;                    North         East    Units  Estimated Accuracy
 EW1423;SPC CA 5     -   562,380.    1,971,900.      MT  (+/- 180 meters Scaled)
 EW1423
 EW1423                          SUPERSEDED SURVEY CONTROL
 EW1423
 EW1423  NGVD 29 (??/??/92)   66.768  (m)          219.05   (f) ADJ UNCH    1 1
 EW1423
 EW1423.Superseded values are not recommended for survey control.
 EW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1423.See file dsdata.txt to determine how the superseded data were derived.
 EW1423
 EW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT796697(NAD 83)
 EW1423_MARKER: S = SPIKE
 EW1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1423_SP_SET: CURB
 EW1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1423
 EW1423  HISTORY     - Date     Condition        Report By
 EW1423  HISTORY     - UNK      MONUMENTED       CA1980
 EW1423  HISTORY     - 1968     GOOD             CA1980
 EW1423
 EW1423                          STATION DESCRIPTION
 EW1423
 EW1423'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1423'AT LOS ANGELES.
 EW1423'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 10 FEET
 EW1423'EAST OF THE EAST PROPERTY LINE OF HARVARD BOULEVARD, WEST END
 EW1423'OF CATCH BASIN (CONCRETE IS SLIGHTLY BROKEN).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1429 ***********************************************************************
 EW1429  DESIGNATION -  12 16010 C OF LA
 EW1429  PID         -  EW1429
 EW1429  STATE/COUNTY-  CA/LOS ANGELES
 EW1429  USGS QUAD   -  HOLLYWOOD (1994)
 EW1429
 EW1429                         *CURRENT SURVEY CONTROL
 EW1429  ___________________________________________________________________
 EW1429* NAD 83(1986)-  34 03 43.     (N)    118 18 23.     (W)     SCALED    
 EW1429* NAVD 88     -        63.88   (+/-2cm)     209.6    (feet)  VERTCON   
 EW1429  ___________________________________________________________________
 EW1429  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1429  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1429
 EW1429.The horizontal coordinates were scaled from a topographic map and have
 EW1429.an estimated accuracy of +/- 6 seconds.
 EW1429
 EW1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1429.The vertical order pertains to the NGVD 29 superseded value.
 EW1429
 EW1429.The geoid height was determined by GEOID03.
 EW1429
 EW1429;                    North         East    Units  Estimated Accuracy
 EW1429;SPC CA 5     -   562,380.    1,971,720.      MT  (+/- 180 meters Scaled)
 EW1429
 EW1429                          SUPERSEDED SURVEY CONTROL
 EW1429
 EW1429  NGVD 29 (??/??/92)   63.103  (m)          207.03   (f) ADJ UNCH    1 1
 EW1429
 EW1429.Superseded values are not recommended for survey control.
 EW1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1429.See file dsdata.txt to determine how the superseded data were derived.
 EW1429
 EW1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT794697(NAD 83)
 EW1429_MARKER: S = SPIKE
 EW1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1429_SP_SET: CATCH BASIN
 EW1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1429
 EW1429  HISTORY     - Date     Condition        Report By
 EW1429  HISTORY     - UNK      MONUMENTED       CA1980
 EW1429  HISTORY     - 1968     GOOD             CA1980
 EW1429
 EW1429                          STATION DESCRIPTION
 EW1429
 EW1429'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1429'AT LOS ANGELES.
 EW1429'CUT SPIKE, 3.5 FEET SOUTH OF THE SOUTH CURB LINE OF WILSHIRE
 EW1429'BOULEVARD, 20 FEET EAST OF THE EAST PROPERTY LINE OF SERRANO
 EW1429'AVENUE, IN THE TOP OF A CATCH BASIN, AT THE SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1431 ***********************************************************************
 EW1431  DESIGNATION -  12 16070 C OF LA
 EW1431  PID         -  EW1431
 EW1431  STATE/COUNTY-  CA/LOS ANGELES
 EW1431  USGS QUAD   -  HOLLYWOOD (1994)
 EW1431
 EW1431                         *CURRENT SURVEY CONTROL
 EW1431  ___________________________________________________________________
 EW1431* NAD 83(1986)-  34 03 42.     (N)    118 18 41.     (W)     SCALED    
 EW1431* NAVD 88     -        60.52   (+/-2cm)     198.6    (feet)  VERTCON   
 EW1431  ___________________________________________________________________
 EW1431  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1431  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1431
 EW1431.The horizontal coordinates were scaled from a topographic map and have
 EW1431.an estimated accuracy of +/- 6 seconds.
 EW1431
 EW1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1431.The vertical order pertains to the NGVD 29 superseded value.
 EW1431
 EW1431.The geoid height was determined by GEOID03.
 EW1431
 EW1431;                    North         East    Units  Estimated Accuracy
 EW1431;SPC CA 5     -   562,350.    1,971,250.      MT  (+/- 180 meters Scaled)
 EW1431
 EW1431                          SUPERSEDED SURVEY CONTROL
 EW1431
 EW1431  NGVD 29 (??/??/92)   59.751  (m)          196.03   (f) ADJ UNCH    1 2
 EW1431
 EW1431.Superseded values are not recommended for survey control.
 EW1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1431.See file dsdata.txt to determine how the superseded data were derived.
 EW1431
 EW1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT789697(NAD 83)
 EW1431_MARKER: S = SPIKE
 EW1431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1431_SP_SET: CURB
 EW1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1431
 EW1431  HISTORY     - Date     Condition        Report By
 EW1431  HISTORY     - UNK      MONUMENTED       CA1980
 EW1431  HISTORY     - 1968     GOOD             CA1980
 EW1431
 EW1431                          STATION DESCRIPTION
 EW1431
 EW1431'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1431'AT LOS ANGELES.
 EW1431'WIRE SPIKE IN THE WEST CURB OF SAINT ANDREWS PLACE, 24 FEET
 EW1431'NORTH OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, SOUTH
 EW1431'END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1433 ***********************************************************************
 EW1433  DESIGNATION -  12 16110 C OF LA
 EW1433  PID         -  EW1433
 EW1433  STATE/COUNTY-  CA/LOS ANGELES
 EW1433  USGS QUAD   -  HOLLYWOOD (1994)
 EW1433
 EW1433                         *CURRENT SURVEY CONTROL
 EW1433  ___________________________________________________________________
 EW1433* NAD 83(1986)-  34 03 41.     (N)    118 18 53.     (W)     SCALED    
 EW1433* NAVD 88     -        58.49   (+/-2cm)     191.9    (feet)  VERTCON   
 EW1433  ___________________________________________________________________
 EW1433  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW1433  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1433
 EW1433.The horizontal coordinates were scaled from a topographic map and have
 EW1433.an estimated accuracy of +/- 6 seconds.
 EW1433
 EW1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1433.The vertical order pertains to the NGVD 29 superseded value.
 EW1433
 EW1433.The geoid height was determined by GEOID03.
 EW1433
 EW1433;                    North         East    Units  Estimated Accuracy
 EW1433;SPC CA 5     -   562,320.    1,970,950.      MT  (+/- 180 meters Scaled)
 EW1433
 EW1433                          SUPERSEDED SURVEY CONTROL
 EW1433
 EW1433  NGVD 29 (??/??/92)   57.719  (m)          189.37   (f) ADJ UNCH    1 1
 EW1433
 EW1433.Superseded values are not recommended for survey control.
 EW1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1433.See file dsdata.txt to determine how the superseded data were derived.
 EW1433
 EW1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786697(NAD 83)
 EW1433_MARKER: S = SPIKE
 EW1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1433_SP_SET: CURB
 EW1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1433
 EW1433  HISTORY     - Date     Condition        Report By
 EW1433  HISTORY     - UNK      MONUMENTED       CA1980
 EW1433  HISTORY     - 1968     GOOD             CA1980
 EW1433
 EW1433                          STATION DESCRIPTION
 EW1433
 EW1433'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1433'AT LOS ANGELES.
 EW1433'CUT SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 33 FEET
 EW1433'EAST OF THE EAST PROPERTY LINE OF WILTON PLACE, EAST END OF A
 EW1433'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1434 ***********************************************************************
 EW1434  DESIGNATION -  12 16130 C OF LA
 EW1434  PID         -  EW1434
 EW1434  STATE/COUNTY-  CA/LOS ANGELES
 EW1434  USGS QUAD   -  HOLLYWOOD (1994)
 EW1434
 EW1434                         *CURRENT SURVEY CONTROL
 EW1434  ___________________________________________________________________
 EW1434* NAD 83(1986)-  34 03 41.     (N)    118 18 52.     (W)     SCALED    
 EW1434* NAVD 88     -        58.20   (+/-2cm)     190.9    (feet)  VERTCON   
 EW1434  ___________________________________________________________________
 EW1434  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW1434  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1434
 EW1434.The horizontal coordinates were scaled from a topographic map and have
 EW1434.an estimated accuracy of +/- 6 seconds.
 EW1434
 EW1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1434.The vertical order pertains to the NGVD 29 superseded value.
 EW1434
 EW1434.The geoid height was determined by GEOID03.
 EW1434
 EW1434;                    North         East    Units  Estimated Accuracy
 EW1434;SPC CA 5     -   562,320.    1,970,970.      MT  (+/- 180 meters Scaled)
 EW1434
 EW1434                          SUPERSEDED SURVEY CONTROL
 EW1434
 EW1434  NGVD 29 (??/??/92)   57.425  (m)          188.40   (f) ADJ UNCH    1 1
 EW1434
 EW1434.Superseded values are not recommended for survey control.
 EW1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1434.See file dsdata.txt to determine how the superseded data were derived.
 EW1434
 EW1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786697(NAD 83)
 EW1434_MARKER: DD = SURVEY DISK
 EW1434_SETTING: 0 = UNSPECIFIED SETTING
 EW1434_STAMPING: 12-16130 1968
 EW1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1434
 EW1434  HISTORY     - Date     Condition        Report By
 EW1434  HISTORY     - 1968     MONUMENTED       CA1980
 EW1434  HISTORY     - 1968     GOOD             CA1980
 EW1434
 EW1434                          STATION DESCRIPTION
 EW1434
 EW1434'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1434'AT LOS ANGELES.
 EW1434'STANDARD SURVEY DISC MONUMENT HOLLYWOOD K-5B ON THE CENTER LINE
 EW1434'OF WILSHIRE BOULEVARD, 9.85 FEET WEST OF THE CENTER LINE OF
 EW1434'WILTON PLACE TO THE SOUTH, ON THE CENTER LINE OF THE ALLEY
 EW1434'FROM THE NORTH.  (RESET 1968)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1436 ***********************************************************************
 EW1436  DESIGNATION -  12 16142 C OF LA
 EW1436  PID         -  EW1436
 EW1436  STATE/COUNTY-  CA/LOS ANGELES
 EW1436  USGS QUAD   -  HOLLYWOOD (1994)
 EW1436
 EW1436                         *CURRENT SURVEY CONTROL
 EW1436  ___________________________________________________________________
 EW1436* NAD 83(1986)-  34 03 42.     (N)    118 19 00.     (W)     SCALED    
 EW1436* NAVD 88     -        62.44   (+/-2cm)     204.9    (feet)  VERTCON   
 EW1436  ___________________________________________________________________
 EW1436  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW1436  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1436
 EW1436.The horizontal coordinates were scaled from a topographic map and have
 EW1436.an estimated accuracy of +/- 6 seconds.
 EW1436
 EW1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1436.The vertical order pertains to the NGVD 29 superseded value.
 EW1436
 EW1436.The geoid height was determined by GEOID03.
 EW1436
 EW1436;                    North         East    Units  Estimated Accuracy
 EW1436;SPC CA 5     -   562,350.    1,970,770.      MT  (+/- 180 meters Scaled)
 EW1436
 EW1436                          SUPERSEDED SURVEY CONTROL
 EW1436
 EW1436  NGVD 29 (??/??/92)   61.67   (m)          202.3    (f) COMPUTED    1 1
 EW1436
 EW1436.Superseded values are not recommended for survey control.
 EW1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1436.See file dsdata.txt to determine how the superseded data were derived.
 EW1436
 EW1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT784697(NAD 83)
 EW1436_MARKER: S = SPIKE
 EW1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1436_SP_SET: CURB
 EW1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1436
 EW1436  HISTORY     - Date     Condition        Report By
 EW1436  HISTORY     - UNK      MONUMENTED       RBNF
 EW1436
 EW1436                          STATION DESCRIPTION
 EW1436
 EW1436'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1436'IN LOS ANGELES.
 EW1436'WIRE SPIKE IN WEST CURB OF NORTON AVENUE TO THE SOUTH, 1.3 FEET NORTH
 EW1436'OF BOX CULVERT CURB RETURN SOUTH OF WILSHIRE BLVD..
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1439 ***********************************************************************
 EW1439  DESIGNATION -  12 16150 C OF LA
 EW1439  PID         -  EW1439
 EW1439  STATE/COUNTY-  CA/LOS ANGELES
 EW1439  USGS QUAD   -  HOLLYWOOD (1994)
 EW1439
 EW1439                         *CURRENT SURVEY CONTROL
 EW1439  ___________________________________________________________________
 EW1439* NAD 83(1986)-  34 03 43.     (N)    118 19 06.     (W)     SCALED    
 EW1439* NAVD 88     -        65.37   (+/-2cm)     214.5    (feet)  VERTCON   
 EW1439  ___________________________________________________________________
 EW1439  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1439  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1439
 EW1439.The horizontal coordinates were scaled from a topographic map and have
 EW1439.an estimated accuracy of +/- 6 seconds.
 EW1439
 EW1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1439.The vertical order pertains to the NGVD 29 superseded value.
 EW1439
 EW1439.The geoid height was determined by GEOID03.
 EW1439
 EW1439;                    North         East    Units  Estimated Accuracy
 EW1439;SPC CA 5     -   562,380.    1,970,610.      MT  (+/- 180 meters Scaled)
 EW1439
 EW1439                          SUPERSEDED SURVEY CONTROL
 EW1439
 EW1439  NGVD 29 (??/??/92)   64.601  (m)          211.95   (f) ADJ UNCH    1 1
 EW1439
 EW1439.Superseded values are not recommended for survey control.
 EW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1439.See file dsdata.txt to determine how the superseded data were derived.
 EW1439
 EW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT783698(NAD 83)
 EW1439_MARKER: S = SPIKE
 EW1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1439_SP_SET: CURB
 EW1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1439
 EW1439  HISTORY     - Date     Condition        Report By
 EW1439  HISTORY     - UNK      MONUMENTED       CA1980
 EW1439  HISTORY     - 1968     GOOD             CA1980
 EW1439
 EW1439                          STATION DESCRIPTION
 EW1439
 EW1439'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1439'AT LOS ANGELES.
 EW1439'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, AT THE
 EW1439'BEGINNING OF CURB RETURN EAST OF IRVING BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1441 ***********************************************************************
 EW1441  DESIGNATION -  12 16197 C OF LA
 EW1441  PID         -  EW1441
 EW1441  STATE/COUNTY-  CA/LOS ANGELES
 EW1441  USGS QUAD   -  HOLLYWOOD (1994)
 EW1441
 EW1441                         *CURRENT SURVEY CONTROL
 EW1441  ___________________________________________________________________
 EW1441* NAD 83(1986)-  34 03 41.     (N)    118 19 16.     (W)     SCALED    
 EW1441* NAVD 88     -        60.44   (+/-2cm)     198.3    (feet)  VERTCON   
 EW1441  ___________________________________________________________________
 EW1441  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1441  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1441
 EW1441.The horizontal coordinates were scaled from a topographic map and have
 EW1441.an estimated accuracy of +/- 6 seconds.
 EW1441
 EW1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1441.The vertical order pertains to the NGVD 29 superseded value.
 EW1441
 EW1441.The geoid height was determined by GEOID03.
 EW1441
 EW1441;                    North         East    Units  Estimated Accuracy
 EW1441;SPC CA 5     -   562,320.    1,970,360.      MT  (+/- 180 meters Scaled)
 EW1441
 EW1441                          SUPERSEDED SURVEY CONTROL
 EW1441
 EW1441  NGVD 29 (??/??/92)   59.672  (m)          195.77   (f) ADJ UNCH    1 1
 EW1441
 EW1441.Superseded values are not recommended for survey control.
 EW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1441.See file dsdata.txt to determine how the superseded data were derived.
 EW1441
 EW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780697(NAD 83)
 EW1441_MARKER: S = SPIKE
 EW1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1441_SP_SET: CATCH BASIN
 EW1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1441
 EW1441  HISTORY     - Date     Condition        Report By
 EW1441  HISTORY     - UNK      MONUMENTED       CA1980
 EW1441  HISTORY     - 1968     GOOD             CA1980
 EW1441
 EW1441                          STATION DESCRIPTION
 EW1441
 EW1441'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1441'AT LOS ANGELES.
 EW1441'WIRE SPIKE, 3.8 FEET SOUTH OF THE SOUTH CURB LINE OF
 EW1441'WILSHIRE BOULEVARD, 9.6 FEET EAST OF THE BEGINNING OF CURB
 EW1441'RETURN EAST OF WINDSOR BOULEVARD, IN THE TOP OF A CATCH BASIN,
 EW1441'AT THE SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1442 ***********************************************************************
 EW1442  DESIGNATION -  12 16230 C OF LA
 EW1442  PID         -  EW1442
 EW1442  STATE/COUNTY-  CA/LOS ANGELES
 EW1442  USGS QUAD   -  HOLLYWOOD (1994)
 EW1442
 EW1442                         *CURRENT SURVEY CONTROL
 EW1442  ___________________________________________________________________
 EW1442* NAD 83(1986)-  34 03 42.     (N)    118 19 22.     (W)     SCALED    
 EW1442* NAVD 88     -        61.46   (+/-2cm)     201.6    (feet)  VERTCON   
 EW1442  ___________________________________________________________________
 EW1442  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EW1442  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1442
 EW1442.The horizontal coordinates were scaled from a topographic map and have
 EW1442.an estimated accuracy of +/- 6 seconds.
 EW1442
 EW1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1442.The vertical order pertains to the NGVD 29 superseded value.
 EW1442
 EW1442.The geoid height was determined by GEOID03.
 EW1442
 EW1442;                    North         East    Units  Estimated Accuracy
 EW1442;SPC CA 5     -   562,350.    1,970,200.      MT  (+/- 180 meters Scaled)
 EW1442
 EW1442                          SUPERSEDED SURVEY CONTROL
 EW1442
 EW1442  NGVD 29 (??/??/92)   60.692  (m)          199.12   (f) ADJ UNCH    1 1
 EW1442
 EW1442.Superseded values are not recommended for survey control.
 EW1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1442.See file dsdata.txt to determine how the superseded data were derived.
 EW1442
 EW1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779697(NAD 83)
 EW1442_MARKER: S = SPIKE
 EW1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1442_SP_SET: CURB
 EW1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1442
 EW1442  HISTORY     - Date     Condition        Report By
 EW1442  HISTORY     - UNK      MONUMENTED       CA1980
 EW1442  HISTORY     - 1968     GOOD             CA1980
 EW1442
 EW1442                          STATION DESCRIPTION
 EW1442
 EW1442'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1442'AT LOS ANGELES.
 EW1442'WIRE SPIKE IN THE WEST CURB OF PLYMOUTH BOULEVARD, 29 FEET
 EW1442'NORTH OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, SOUTH
 EW1442'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1447 ***********************************************************************
 EW1447  DESIGNATION -  12 16280 C OF LA
 EW1447  PID         -  EW1447
 EW1447  STATE/COUNTY-  CA/LOS ANGELES
 EW1447  USGS QUAD   -  HOLLYWOOD (1994)
 EW1447
 EW1447                         *CURRENT SURVEY CONTROL
 EW1447  ___________________________________________________________________
 EW1447* NAD 83(1986)-  34 03 44.     (N)    118 19 45.     (W)     SCALED    
 EW1447* NAVD 88     -        60.09   (+/-2cm)     197.1    (feet)  VERTCON   
 EW1447  ___________________________________________________________________
 EW1447  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EW1447  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1447
 EW1447.The horizontal coordinates were scaled from a topographic map and have
 EW1447.an estimated accuracy of +/- 6 seconds.
 EW1447
 EW1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1447.The vertical order pertains to the NGVD 29 superseded value.
 EW1447
 EW1447.The geoid height was determined by GEOID03.
 EW1447
 EW1447;                    North         East    Units  Estimated Accuracy
 EW1447;SPC CA 5     -   562,420.    1,969,610.      MT  (+/- 180 meters Scaled)
 EW1447
 EW1447                          SUPERSEDED SURVEY CONTROL
 EW1447
 EW1447  NGVD 29 (??/??/92)   59.316  (m)          194.61   (f) ADJ UNCH    1 1
 EW1447
 EW1447.Superseded values are not recommended for survey control.
 EW1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1447.See file dsdata.txt to determine how the superseded data were derived.
 EW1447
 EW1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773698(NAD 83)
 EW1447_MARKER: S = SPIKE
 EW1447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1447_SP_SET: CURB
 EW1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1447
 EW1447  HISTORY     - Date     Condition        Report By
 EW1447  HISTORY     - UNK      MONUMENTED       CA1980
 EW1447  HISTORY     - 1968     GOOD             CA1980
 EW1447
 EW1447                          STATION DESCRIPTION
 EW1447
 EW1447'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1447'AT LOS ANGELES.
 EW1447'WIRE SPIKE IN THE EAST CURB OF MUIRFIELD ROAD, 3 FEET NORTH
 EW1447'OF THE BEGINNING OF CURB RETURN NORTH OF WILSHIRE BOULEVARD,
 EW1447'SOUTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1449 ***********************************************************************
 EW1449  DESIGNATION -  12 16291 C OF LA
 EW1449  PID         -  EW1449
 EW1449  STATE/COUNTY-  CA/LOS ANGELES
 EW1449  USGS QUAD   -  HOLLYWOOD (1994)
 EW1449
 EW1449                         *CURRENT SURVEY CONTROL
 EW1449  ___________________________________________________________________
 EW1449* NAD 83(1986)-  34 03 42.     (N)    118 19 53.     (W)     SCALED    
 EW1449* NAVD 88     -        63.02   (+/-2cm)     206.8    (feet)  VERTCON   
 EW1449  ___________________________________________________________________
 EW1449  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1449  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1449
 EW1449.The horizontal coordinates were scaled from a topographic map and have
 EW1449.an estimated accuracy of +/- 6 seconds.
 EW1449
 EW1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1449.The vertical order pertains to the NGVD 29 superseded value.
 EW1449
 EW1449.The geoid height was determined by GEOID03.
 EW1449
 EW1449;                    North         East    Units  Estimated Accuracy
 EW1449;SPC CA 5     -   562,350.    1,969,410.      MT  (+/- 180 meters Scaled)
 EW1449
 EW1449                          SUPERSEDED SURVEY CONTROL
 EW1449
 EW1449  NGVD 29 (??/??/92)   62.249  (m)          204.23   (f) ADJ UNCH    1 1
 EW1449
 EW1449.Superseded values are not recommended for survey control.
 EW1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1449.See file dsdata.txt to determine how the superseded data were derived.
 EW1449
 EW1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT771697(NAD 83)
 EW1449_MARKER: DD = SURVEY DISK
 EW1449_SETTING: 0 = UNSPECIFIED SETTING
 EW1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1449
 EW1449  HISTORY     - Date     Condition        Report By
 EW1449  HISTORY     - UNK      MONUMENTED       CA1980
 EW1449  HISTORY     - 1968     GOOD             CA1980
 EW1449
 EW1449                          STATION DESCRIPTION
 EW1449
 EW1449'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1449'AT LOS ANGELES.
 EW1449'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION
 EW1449'OF WILSHIRE BOULEVARD AND RIMPAU BOULEVARD TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1450 ***********************************************************************
 EW1450  DESIGNATION -  12 16292 C OF LA
 EW1450  PID         -  EW1450
 EW1450  STATE/COUNTY-  CA/LOS ANGELES
 EW1450  USGS QUAD   -  HOLLYWOOD (1994)
 EW1450
 EW1450                         *CURRENT SURVEY CONTROL
 EW1450  ___________________________________________________________________
 EW1450* NAD 83(1986)-  34 03 42.     (N)    118 19 54.     (W)     SCALED    
 EW1450* NAVD 88     -        63.01   (+/-2cm)     206.7    (feet)  VERTCON   
 EW1450  ___________________________________________________________________
 EW1450  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1450  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1450
 EW1450.The horizontal coordinates were scaled from a topographic map and have
 EW1450.an estimated accuracy of +/- 6 seconds.
 EW1450
 EW1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1450.The vertical order pertains to the NGVD 29 superseded value.
 EW1450
 EW1450.The geoid height was determined by GEOID03.
 EW1450
 EW1450;                    North         East    Units  Estimated Accuracy
 EW1450;SPC CA 5     -   562,350.    1,969,380.      MT  (+/- 180 meters Scaled)
 EW1450
 EW1450                          SUPERSEDED SURVEY CONTROL
 EW1450
 EW1450  NGVD 29 (??/??/92)   62.243  (m)          204.21   (f) ADJ UNCH    1 1
 EW1450
 EW1450.Superseded values are not recommended for survey control.
 EW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1450.See file dsdata.txt to determine how the superseded data were derived.
 EW1450
 EW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT771697(NAD 83)
 EW1450_MARKER: S = SPIKE
 EW1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1450_SP_SET: CURB
 EW1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1450
 EW1450  HISTORY     - Date     Condition        Report By
 EW1450  HISTORY     - UNK      MONUMENTED       CA1980
 EW1450  HISTORY     - 1968     GOOD             CA1980
 EW1450
 EW1450                          STATION DESCRIPTION
 EW1450
 EW1450'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1450'AT LOS ANGELES.
 EW1450'WIRE SPIKE IN THE EAST CURB OF RIMPAU BOULEVARD, 5.5 FEET NORTH
 EW1450'OF THE BEGINNING OF CURB RETURN NORTH OF WILSHIRE BOULEVARD,
 EW1450'SOUTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1462 ***********************************************************************
 EW1462  DESIGNATION -  12 16370 C OF LA
 EW1462  PID         -  EW1462
 EW1462  STATE/COUNTY-  CA/LOS ANGELES
 EW1462  USGS QUAD   -  HOLLYWOOD (1994)
 EW1462
 EW1462                         *CURRENT SURVEY CONTROL
 EW1462  ___________________________________________________________________
 EW1462* NAD 83(1986)-  34 03 43.     (N)    118 20 18.     (W)     SCALED    
 EW1462* NAVD 88     -        59.21   (+/-2cm)     194.3    (feet)  VERTCON   
 EW1462  ___________________________________________________________________
 EW1462  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 EW1462  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1462
 EW1462.The horizontal coordinates were scaled from a topographic map and have
 EW1462.an estimated accuracy of +/- 6 seconds.
 EW1462
 EW1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1462.The vertical order pertains to the NGVD 29 superseded value.
 EW1462
 EW1462.The geoid height was determined by GEOID03.
 EW1462
 EW1462;                    North         East    Units  Estimated Accuracy
 EW1462;SPC CA 5     -   562,390.    1,968,770.      MT  (+/- 180 meters Scaled)
 EW1462
 EW1462                          SUPERSEDED SURVEY CONTROL
 EW1462
 EW1462  NGVD 29 (??/??/92)   58.438  (m)          191.73   (f) ADJ UNCH    1 1
 EW1462
 EW1462.Superseded values are not recommended for survey control.
 EW1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1462.See file dsdata.txt to determine how the superseded data were derived.
 EW1462
 EW1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT764698(NAD 83)
 EW1462_MARKER: DD = SURVEY DISK
 EW1462_SETTING: 0 = UNSPECIFIED SETTING
 EW1462_STAMPING: 12-16370 1968
 EW1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1462
 EW1462  HISTORY     - Date     Condition        Report By
 EW1462  HISTORY     - 1968     MONUMENTED       CA1980
 EW1462  HISTORY     - 1968     GOOD             CA1980
 EW1462
 EW1462                          STATION DESCRIPTION
 EW1462
 EW1462'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1462'AT LOS ANGELES.
 EW1462'STANDARD SURVEY DISC MONUMENT HOLLYWOOD H-5, ON THE CENTER
 EW1462'LNIE OF WILSHIRE BOULEVARD, 10 FEET WEST OF THE CENTER LINE
 EW1462'OF HIGHLAND AVENUE FROM THE NORTH.  (RESET 1968)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1457 ***********************************************************************
 EW1457  DESIGNATION -  12 16390 C OF LA
 EW1457  PID         -  EW1457
 EW1457  STATE/COUNTY-  CA/LOS ANGELES
 EW1457  USGS QUAD   -  HOLLYWOOD (1994)
 EW1457
 EW1457                         *CURRENT SURVEY CONTROL
 EW1457  ___________________________________________________________________
 EW1457* NAD 83(1986)-  34 03 45.     (N)    118 20 22.     (W)     SCALED    
 EW1457* NAVD 88     -        59.92   (+/-2cm)     196.6    (feet)  VERTCON   
 EW1457  ___________________________________________________________________
 EW1457  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 EW1457  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1457
 EW1457.The horizontal coordinates were scaled from a topographic map and have
 EW1457.an estimated accuracy of +/- 6 seconds.
 EW1457
 EW1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1457.The vertical order pertains to the NGVD 29 superseded value.
 EW1457
 EW1457.The geoid height was determined by GEOID03.
 EW1457
 EW1457;                    North         East    Units  Estimated Accuracy
 EW1457;SPC CA 5     -   562,450.    1,968,660.      MT  (+/- 180 meters Scaled)
 EW1457
 EW1457                          SUPERSEDED SURVEY CONTROL
 EW1457
 EW1457  NGVD 29 (??/??/92)   59.151  (m)          194.06   (f) ADJ UNCH    1 1
 EW1457
 EW1457.Superseded values are not recommended for survey control.
 EW1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1457.See file dsdata.txt to determine how the superseded data were derived.
 EW1457
 EW1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT763698(NAD 83)
 EW1457_MARKER: S = SPIKE
 EW1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1457_SP_SET: CATCH BASIN
 EW1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1457
 EW1457  HISTORY     - Date     Condition        Report By
 EW1457  HISTORY     - UNK      MONUMENTED       CA1980
 EW1457  HISTORY     - 1968     GOOD             CA1980
 EW1457
 EW1457                          STATION DESCRIPTION
 EW1457
 EW1457'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1457'AT LOS ANGELES.
 EW1457'CUT SPIKE IN THE TOP OF THE SOUTH WALL OF A CATCH BASIN,
 EW1457'IN THE GUTTER AT THE EAST SIDE OF CITRUS AVENUE, 15 FEET NORTH
 EW1457'OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1122 ***********************************************************************
 EW1122  DESIGNATION -  12 17210 C OF LA
 EW1122  PID         -  EW1122
 EW1122  STATE/COUNTY-  CA/LOS ANGELES
 EW1122  USGS QUAD   -  LOS ANGELES (1994)
 EW1122
 EW1122                         *CURRENT SURVEY CONTROL
 EW1122  ___________________________________________________________________
 EW1122* NAD 83(1986)-  34 03 16.     (N)    118 14 40.     (W)     SCALED    
 EW1122* NAVD 88     -       104.41   (+/-2cm)     342.6    (feet)  VERTCON   
 EW1122  ___________________________________________________________________
 EW1122  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EW1122  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1122
 EW1122.The horizontal coordinates were scaled from a topographic map and have
 EW1122.an estimated accuracy of +/- 6 seconds.
 EW1122
 EW1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1122.The vertical order pertains to the NGVD 29 superseded value.
 EW1122
 EW1122.The geoid height was determined by GEOID03.
 EW1122
 EW1122;                    North         East    Units  Estimated Accuracy
 EW1122;SPC CA 5     -   561,530.    1,977,430.      MT  (+/- 180 meters Scaled)
 EW1122
 EW1122                          SUPERSEDED SURVEY CONTROL
 EW1122
 EW1122  NGVD 29 (??/??/92)  103.631  (m)          340.00   (f) ADJ UNCH    1 1
 EW1122
 EW1122.Superseded values are not recommended for survey control.
 EW1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1122.See file dsdata.txt to determine how the superseded data were derived.
 EW1122
 EW1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851688(NAD 83)
 EW1122_MARKER: S = SPIKE
 EW1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1122_SP_SET: CURB
 EW1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1122
 EW1122  HISTORY     - Date     Condition        Report By
 EW1122  HISTORY     - UNK      MONUMENTED       CA1980
 EW1122  HISTORY     - 1968     GOOD             CA1980
 EW1122
 EW1122                          STATION DESCRIPTION
 EW1122
 EW1122'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1122'AT LOS ANGELES.
 EW1122'CUT SPIKE IN THE NORTH CURB TEMPLE STREET, 17 FEET WEST OF THE
 EW1122'WEST PROPERTY LINE OF BROADWAY, WEST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1140 ***********************************************************************
 EW1140  DESIGNATION -  12 19171 C OF LA
 EW1140  PID         -  EW1140
 EW1140  STATE/COUNTY-  CA/LOS ANGELES
 EW1140  USGS QUAD   -  LOS ANGELES (1994)
 EW1140
 EW1140                         *CURRENT SURVEY CONTROL
 EW1140  ___________________________________________________________________
 EW1140* NAD 83(1986)-  34 03 30.     (N)    118 14 25.     (W)     SCALED    
 EW1140* NAVD 88     -        93.49   (+/-2cm)     306.7    (feet)  VERTCON   
 EW1140  ___________________________________________________________________
 EW1140  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EW1140  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1140
 EW1140.The horizontal coordinates were scaled from a topographic map and have
 EW1140.an estimated accuracy of +/- 6 seconds.
 EW1140
 EW1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1140.The vertical order pertains to the NGVD 29 superseded value.
 EW1140
 EW1140.The geoid height was determined by GEOID03.
 EW1140
 EW1140;                    North         East    Units  Estimated Accuracy
 EW1140;SPC CA 5     -   561,960.    1,977,820.      MT  (+/- 180 meters Scaled)
 EW1140
 EW1140                          SUPERSEDED SURVEY CONTROL
 EW1140
 EW1140  NGVD 29 (??/??/92)   92.706  (m)          304.15   (f) ADJ UNCH    1 1
 EW1140
 EW1140.Superseded values are not recommended for survey control.
 EW1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1140.See file dsdata.txt to determine how the superseded data were derived.
 EW1140
 EW1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT855693(NAD 83)
 EW1140_MARKER: DD = SURVEY DISK
 EW1140_SETTING: 0 = UNSPECIFIED SETTING
 EW1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1140
 EW1140  HISTORY     - Date     Condition        Report By
 EW1140  HISTORY     - UNK      MONUMENTED       CA1980
 EW1140  HISTORY     - 1968     GOOD             CA1980
 EW1140  HISTORY     - 1971     GOOD             CA1980
 EW1140
 EW1140                          STATION DESCRIPTION
 EW1140
 EW1140'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1140'AT LOS ANGELES.
 EW1140'STANDARD SURVEY MONUMENT ON THE INTERSECTION OF THE CENTER LINE,
 EW1140'FROM THE WEST, OF SUNSET BOULEVARD WITH THE CENTER LINE, FROM
 EW1140'THE NORTH, OF BROADWAY.
 EW1140
 EW1140                          STATION RECOVERY (1971)
 EW1140
 EW1140'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1272 ***********************************************************************
 EW1272  DESIGNATION -  12 20828 C OF LA
 EW1272  PID         -  EW1272
 EW1272  STATE/COUNTY-  CA/LOS ANGELES
 EW1272  USGS QUAD   -  HOLLYWOOD (1994)
 EW1272
 EW1272                         *CURRENT SURVEY CONTROL
 EW1272  ___________________________________________________________________
 EW1272* NAD 83(1986)-  34 06 14.     (N)    118 20 17.     (W)     SCALED    
 EW1272* NAVD 88     -       123.59   (+/-2cm)     405.5    (feet)  VERTCON   
 EW1272  ___________________________________________________________________
 EW1272  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW1272  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1272
 EW1272.The horizontal coordinates were scaled from a topographic map and have
 EW1272.an estimated accuracy of +/- 6 seconds.
 EW1272
 EW1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1272.The vertical order pertains to the NGVD 29 superseded value.
 EW1272
 EW1272.The geoid height was determined by GEOID03.
 EW1272
 EW1272;                    North         East    Units  Estimated Accuracy
 EW1272;SPC CA 5     -   567,040.    1,968,810.      MT  (+/- 180 meters Scaled)
 EW1272
 EW1272                          SUPERSEDED SURVEY CONTROL
 EW1272
 EW1272  NGVD 29 (??/??/92)  122.813  (m)          402.93   (f) ADJ UNCH    1 2
 EW1272
 EW1272.Superseded values are not recommended for survey control.
 EW1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1272.See file dsdata.txt to determine how the superseded data were derived.
 EW1272
 EW1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765744(NAD 83)
 EW1272_MARKER: S = SPIKE
 EW1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1272_SP_SET: CURB
 EW1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1272
 EW1272  HISTORY     - Date     Condition        Report By
 EW1272  HISTORY     - UNK      MONUMENTED       CA1980
 EW1272  HISTORY     - 1968     GOOD             CA1980
 EW1272
 EW1272                          STATION DESCRIPTION
 EW1272
 EW1272'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1272'AT LOS ANGELES.
 EW1272'WIRE SPIKE IN TOP OF THE EAST CURB OF HIGHLAND AVENUE, 2.5 FEET
 EW1272'NORTH OF THE BEGINNING OF CURB RETURN NORTH OF FRANKLIN PLACE,
 EW1272'SOUTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1273 ***********************************************************************
 EW1273  DESIGNATION -  12 20829
 EW1273  PID         -  EW1273
 EW1273  STATE/COUNTY-  CA/LOS ANGELES
 EW1273  USGS QUAD   -  HOLLYWOOD (1994)
 EW1273
 EW1273                         *CURRENT SURVEY CONTROL
 EW1273  ___________________________________________________________________
 EW1273* NAD 83(1986)-  34 06 16.     (N)    118 20 20.     (W)     SCALED    
 EW1273* NAVD 88     -       127.197  (meters)     417.31   (feet)  ADJUSTED  
 EW1273  ___________________________________________________________________
 EW1273  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW1273  DYNAMIC HT  -         127.065 (meters)     416.88  (feet)  COMP
 EW1273  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 EW1273
 EW1273  VERT ORDER  -  FIRST     CLASS I
 EW1273
 EW1273.The horizontal coordinates were scaled from a topographic map and have
 EW1273.an estimated accuracy of +/- 6 seconds.
 EW1273
 EW1273.The orthometric height was determined by differential leveling
 EW1273.and adjusted in June 1995.
 EW1273
 EW1273.The geoid height was determined by GEOID03.
 EW1273
 EW1273.The dynamic height is computed by dividing the NAVD 88
 EW1273.geopotential number by the normal gravity value computed on the
 EW1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1273.degrees latitude (g = 980.6199 gals.).
 EW1273
 EW1273.The modeled gravity was interpolated from observed gravity values.
 EW1273
 EW1273;                    North         East    Units  Estimated Accuracy
 EW1273;SPC CA 5     -   567,100.    1,968,730.      MT  (+/- 180 meters Scaled)
 EW1273
 EW1273                          SUPERSEDED SURVEY CONTROL
 EW1273
 EW1273  NGVD 29 (??/??/92)  126.450  (m)          414.86   (f) ADJ UNCH    1 1
 EW1273
 EW1273.Superseded values are not recommended for survey control.
 EW1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1273.See file dsdata.txt to determine how the superseded data were derived.
 EW1273
 EW1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765745(NAD 83)
 EW1273_MARKER: S = SPIKE
 EW1273_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1273_SP_SET: CURB
 EW1273_MARK LOGO: NONE  
 EW1273_PROJECTION: FLUSH
 EW1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1273+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 EW1273
 EW1273  HISTORY     - Date     Condition        Report By
 EW1273  HISTORY     - UNK      MONUMENTED       CA1980
 EW1273  HISTORY     - 1968     GOOD             CA1980
 EW1273  HISTORY     - 19940819 GOOD             NGS
 EW1273  HISTORY     - 19970213 GOOD             MWDSC
 EW1273
 EW1273                          STATION DESCRIPTION
 EW1273
 EW1273'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1273'AT LOS ANGELES.
 EW1273'WIRE SPIKE IN TOP OF THE NORTH CURB OF FRANKLIN AVENUE, 10 FEET
 EW1273'EAST OF THE BEGINNING OF CURB RETURN EAST OF HIGHLAND AVENUE.
 EW1273
 EW1273                          STATION RECOVERY (1994)
 EW1273
 EW1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1273'IN HOLLYWOOD, AT THE INTERSECTION OF HIGHLAND AND FRANKLIN AVENUES, A
 EW1273'SPIKE IN THE NORTH CONCRETE CURB OF FRANKLIN AVENUE LEADING EAST, 16.9
 EW1273'M (55.4 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF HIGHLAND
 EW1273'AVENUE, 3.5 M (11.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 EW1273'OF FRANKLIN AVENUE, 3.1 M (10.2 FT) EAST OF A FIRE HYDRANT, AND 0.2 M
 EW1273'(0.7 FT) ABOVE THE LEVEL OF FRANKLIN AVENUE.
 EW1273
 EW1273                          STATION RECOVERY (1997)
 EW1273
 EW1273'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW1273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1271 ***********************************************************************
 EW1271  DESIGNATION -  12 20830
 EW1271  PID         -  EW1271
 EW1271  STATE/COUNTY-  CA/LOS ANGELES
 EW1271  USGS QUAD   -  HOLLYWOOD (1994)
 EW1271
 EW1271                         *CURRENT SURVEY CONTROL
 EW1271  ___________________________________________________________________
 EW1271* NAD 83(1986)-  34 06 14.     (N)    118 20 17.     (W)     SCALED    
 EW1271* NAVD 88     -       122.05   (+/-2cm)     400.4    (feet)  VERTCON   
 EW1271  ___________________________________________________________________
 EW1271  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW1271  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1271
 EW1271.The horizontal coordinates were scaled from a topographic map and have
 EW1271.an estimated accuracy of +/- 6 seconds.
 EW1271
 EW1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1271.The vertical order pertains to the NGVD 29 superseded value.
 EW1271
 EW1271.The geoid height was determined by GEOID03.
 EW1271
 EW1271;                    North         East    Units  Estimated Accuracy
 EW1271;SPC CA 5     -   567,040.    1,968,810.      MT  (+/- 180 meters Scaled)
 EW1271
 EW1271                          SUPERSEDED SURVEY CONTROL
 EW1271
 EW1271  NGVD 29 (??/??/92)  121.265  (m)          397.85   (f) ADJ UNCH    1 1
 EW1271
 EW1271.Superseded values are not recommended for survey control.
 EW1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1271.See file dsdata.txt to determine how the superseded data were derived.
 EW1271
 EW1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765744(NAD 83)
 EW1271_MARKER: S = SPIKE
 EW1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1271_SP_SET: CURB
 EW1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1271
 EW1271  HISTORY     - Date     Condition        Report By
 EW1271  HISTORY     - UNK      MONUMENTED       CA1980
 EW1271  HISTORY     - 1968     GOOD             CA1980
 EW1271  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW1271
 EW1271                          STATION DESCRIPTION
 EW1271
 EW1271'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1271'AT LOS ANGELES.
 EW1271'WIRE SPIKE IN TOP OF THE SOUTH CURB OF FRANKLIN AVENUE, 36 FEET
 EW1271'WEST OF THE WEST PROPERTY LINE OF HIGHLAND AVENUE, EAST END OF
 EW1271'CATCH BASIN.
 EW1271
 EW1271                          STATION RECOVERY (1994)
 EW1271
 EW1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1271'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1266 ***********************************************************************
 EW1266  DESIGNATION -  12 20892
 EW1266  PID         -  EW1266
 EW1266  STATE/COUNTY-  CA/LOS ANGELES
 EW1266  USGS QUAD   -  HOLLYWOOD (1994)
 EW1266
 EW1266                         *CURRENT SURVEY CONTROL
 EW1266  ___________________________________________________________________
 EW1266* NAD 83(1986)-  34 06 01.     (N)    118 20 21.     (W)     SCALED    
 EW1266* NAVD 88     -       112.648  (meters)     369.58   (feet)  ADJUSTED  
 EW1266  ___________________________________________________________________
 EW1266  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW1266  DYNAMIC HT  -         112.531 (meters)     369.20  (feet)  COMP
 EW1266  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 EW1266
 EW1266  VERT ORDER  -  FIRST     CLASS II
 EW1266
 EW1266.The horizontal coordinates were scaled from a topographic map and have
 EW1266.an estimated accuracy of +/- 6 seconds.
 EW1266
 EW1266.The orthometric height was determined by differential leveling
 EW1266.and adjusted in May 1999.
 EW1266
 EW1266.The geoid height was determined by GEOID03.
 EW1266
 EW1266.The dynamic height is computed by dividing the NAVD 88
 EW1266.geopotential number by the normal gravity value computed on the
 EW1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1266.degrees latitude (g = 980.6199 gals.).
 EW1266
 EW1266.The modeled gravity was interpolated from observed gravity values.
 EW1266
 EW1266;                    North         East    Units  Estimated Accuracy
 EW1266;SPC CA 5     -   566,640.    1,968,700.      MT  (+/- 180 meters Scaled)
 EW1266
 EW1266                          SUPERSEDED SURVEY CONTROL
 EW1266
 EW1266  NAVD 88 (06/28/95)  112.654  (m)          369.60   (f) UNKNOWN     1 1
 EW1266  NGVD 29 (??/??/92)  111.901  (m)          367.13   (f) ADJ UNCH    1 1
 EW1266
 EW1266.Superseded values are not recommended for survey control.
 EW1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1266.See file dsdata.txt to determine how the superseded data were derived.
 EW1266
 EW1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT764740(NAD 83)
 EW1266_MARKER: DB = BENCH MARK DISK
 EW1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1266_SP_SET: CATCH BASIN
 EW1266_STAMPING: PBM 12-20892 1968
 EW1266_MARK LOGO: CA1980
 EW1266_PROJECTION: FLUSH
 EW1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1266+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 EW1266
 EW1266  HISTORY     - Date     Condition        Report By
 EW1266  HISTORY     - 1968     MONUMENTED       CA1980
 EW1266  HISTORY     - 19940819 GOOD             NGS
 EW1266  HISTORY     - 19970213 GOOD             MWDSC
 EW1266
 EW1266                          STATION DESCRIPTION
 EW1266
 EW1266'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1266'AT LOS ANGELES.
 EW1266'CITY OF LOS ANGELES PRECISE BENCH MARK, STAMPED 12-20892 1968,
 EW1266'1.5 FEET NORTH OF THE NORTH CURB LINE OF HAWTHORN AVENUE, 13 FEET
 EW1266'WEST OF THE BEGINNING OF CURB RETURN WEST OF HIGHLAND AVENUE,
 EW1266'WEST END OF CATCH BASIN.
 EW1266
 EW1266                          STATION RECOVERY (1994)
 EW1266
 EW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1266'IN HOLLYWOOD, AT THE INTERSECTION OF HIGHLAND AND HAWTHORN AVENUES,
 EW1266'NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 15.5 M (50.9 FT)
 EW1266'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF HIGHLAND AVENUE, 7.3 M
 EW1266'(24.0 FT) NORTH OF THE CENTER OF HAWTHORN AVENUE, AND 0.2 M (0.7 FT)
 EW1266'ABOVE THE LEVEL OF HAWTHORN AVENUE.
 EW1266
 EW1266                          STATION RECOVERY (1997)
 EW1266
 EW1266'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW1266'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1267 ***********************************************************************
 EW1267  DESIGNATION -  12 20911
 EW1267  PID         -  EW1267
 EW1267  STATE/COUNTY-  CA/LOS ANGELES
 EW1267  USGS QUAD   -  HOLLYWOOD (1994)
 EW1267
 EW1267                         *CURRENT SURVEY CONTROL
 EW1267  ___________________________________________________________________
 EW1267* NAD 83(1986)-  34 06 06.     (N)    118 20 18.     (W)     SCALED    
 EW1267* NAVD 88     -       115.58   (+/-2cm)     379.2    (feet)  VERTCON   
 EW1267  ___________________________________________________________________
 EW1267  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 EW1267  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1267
 EW1267.The horizontal coordinates were scaled from a topographic map and have
 EW1267.an estimated accuracy of +/- 6 seconds.
 EW1267
 EW1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1267.The vertical order pertains to the NGVD 29 superseded value.
 EW1267
 EW1267.The geoid height was determined by GEOID03.
 EW1267
 EW1267;                    North         East    Units  Estimated Accuracy
 EW1267;SPC CA 5     -   566,790.    1,968,780.      MT  (+/- 180 meters Scaled)
 EW1267
 EW1267                          SUPERSEDED SURVEY CONTROL
 EW1267
 EW1267  NGVD 29 (??/??/92)  114.795  (m)          376.62   (f) ADJ UNCH    1 1
 EW1267
 EW1267.Superseded values are not recommended for survey control.
 EW1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1267.See file dsdata.txt to determine how the superseded data were derived.
 EW1267
 EW1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765742(NAD 83)
 EW1267_MARKER: Z = SEE DESCRIPTION
 EW1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1267+STABILITY: SURFACE MOTION
 EW1267
 EW1267  HISTORY     - Date     Condition        Report By
 EW1267  HISTORY     - UNK      MONUMENTED       CA1980
 EW1267  HISTORY     - 1968     GOOD             CA1980
 EW1267  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW1267
 EW1267                          STATION DESCRIPTION
 EW1267
 EW1267'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1267'AT LOS ANGELES.
 EW1267'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1267'HOLLYWOOD BOULEVARD AND HIGHLAND AVENUE.
 EW1267
 EW1267                          STATION RECOVERY (1994)
 EW1267
 EW1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1267'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1530 ***********************************************************************
 EW1530  DESIGNATION -  12 20960
 EW1530  PID         -  EW1530
 EW1530  STATE/COUNTY-  CA/LOS ANGELES
 EW1530  USGS QUAD   -  HOLLYWOOD (1994)
 EW1530
 EW1530                         *CURRENT SURVEY CONTROL
 EW1530  ___________________________________________________________________
 EW1530* NAD 83(1986)-  34 06 35.     (N)    118 20 11.     (W)     SCALED    
 EW1530* NAVD 88     -       143.70   (+/-2cm)     471.5    (feet)  VERTCON   
 EW1530  ___________________________________________________________________
 EW1530  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW1530  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1530
 EW1530.The horizontal coordinates were scaled from a topographic map and have
 EW1530.an estimated accuracy of +/- 6 seconds.
 EW1530
 EW1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1530.The vertical order pertains to the NGVD 29 superseded value.
 EW1530
 EW1530.The geoid height was determined by GEOID03.
 EW1530
 EW1530;                    North         East    Units  Estimated Accuracy
 EW1530;SPC CA 5     -   567,690.    1,968,960.      MT  (+/- 180 meters Scaled)
 EW1530
 EW1530                          SUPERSEDED SURVEY CONTROL
 EW1530
 EW1530  NGVD 29 (??/??/92)  142.919  (m)          468.89   (f) ADJ UNCH    1 1
 EW1530
 EW1530.Superseded values are not recommended for survey control.
 EW1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1530.See file dsdata.txt to determine how the superseded data were derived.
 EW1530
 EW1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767751(NAD 83)
 EW1530_MARKER: S = SPIKE
 EW1530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1530_SP_SET: CURB
 EW1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1530
 EW1530  HISTORY     - Date     Condition        Report By
 EW1530  HISTORY     - UNK      MONUMENTED       CA1980
 EW1530  HISTORY     - 1968     GOOD             CA1980
 EW1530  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW1530
 EW1530                          STATION DESCRIPTION
 EW1530
 EW1530'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1530'AT LOS ANGELES.
 EW1530'WIRE SPIKE IN TOP OF THE EAST CURB OF HIGHLAND AVENUE EAST
 EW1530'ROADWAY, 4 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF
 EW1530'ODIN STREET FROM THE EAST.
 EW1530
 EW1530                          STATION RECOVERY (1994)
 EW1530
 EW1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1530'THE CURB AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW1530'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1541 ***********************************************************************
 EW1541  DESIGNATION -  12 20989
 EW1541  PID         -  EW1541
 EW1541  STATE/COUNTY-  CA/LOS ANGELES
 EW1541  USGS QUAD   -  HOLLYWOOD (1994)
 EW1541
 EW1541                         *CURRENT SURVEY CONTROL
 EW1541  ___________________________________________________________________
 EW1541* NAD 83(1986)-  34 06 40.     (N)    118 20 11.     (W)     SCALED    
 EW1541* NAVD 88     -       146.703  (meters)     481.31   (feet)  ADJUSTED  
 EW1541  ___________________________________________________________________
 EW1541  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EW1541  DYNAMIC HT  -         146.550 (meters)     480.81  (feet)  COMP
 EW1541  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 EW1541
 EW1541  VERT ORDER  -  FIRST     CLASS I
 EW1541
 EW1541.The horizontal coordinates were scaled from a topographic map and have
 EW1541.an estimated accuracy of +/- 6 seconds.
 EW1541
 EW1541.The orthometric height was determined by differential leveling
 EW1541.and adjusted in June 1995.
 EW1541
 EW1541.The geoid height was determined by GEOID03.
 EW1541
 EW1541.The dynamic height is computed by dividing the NAVD 88
 EW1541.geopotential number by the normal gravity value computed on the
 EW1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1541.degrees latitude (g = 980.6199 gals.).
 EW1541
 EW1541.The modeled gravity was interpolated from observed gravity values.
 EW1541
 EW1541;                    North         East    Units  Estimated Accuracy
 EW1541;SPC CA 5     -   567,840.    1,968,960.      MT  (+/- 180 meters Scaled)
 EW1541
 EW1541                          SUPERSEDED SURVEY CONTROL
 EW1541
 EW1541  NGVD 29 (??/??/92)  145.947  (m)          478.83   (f) ADJ UNCH    1 1
 EW1541
 EW1541.Superseded values are not recommended for survey control.
 EW1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1541.See file dsdata.txt to determine how the superseded data were derived.
 EW1541
 EW1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767752(NAD 83)
 EW1541_MARKER: S = SPIKE
 EW1541_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1541_SP_SET: CURB
 EW1541_MARK LOGO: NONE  
 EW1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1541+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1541
 EW1541  HISTORY     - Date     Condition        Report By
 EW1541  HISTORY     - UNK      MONUMENTED       CA1980
 EW1541  HISTORY     - 1968     GOOD             CA1980
 EW1541  HISTORY     - 19940819 GOOD             NGS
 EW1541
 EW1541                          STATION DESCRIPTION
 EW1541
 EW1541'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1541'AT LOS ANGELES.
 EW1541'WIRE SPIKE IN TOP OF THE WEST CURB OF HIGHLAND AVENUE, WEST
 EW1541'ROADWAY, 5 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF
 EW1541'ARBOL DRIVE, HOLLYWOOD BOWL ENTRANCE.
 EW1541
 EW1541                          STATION RECOVERY (1994)
 EW1541
 EW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1541'IN HOLLYWOOD, AT THE INTERSECTION OF HIGHLAND AVENUE AND ODIN STREET,
 EW1541'A SPIKE IN THE WEST CONCRETE CURB OF THE AVENUE, 63.0 M (206.7 FT)
 EW1541'NORTH OF THE CENTERLINE OF THE STREET, 12.2 M (40.0 FT) SOUTH OF THE
 EW1541'CENTER OF AN ENTRANCE ROAD OF THE HOLLYWOOD BOWL, 5.5 M (18.0 FT) WEST
 EW1541'OF THE CENTER OF THE SOUTHBOUND LANES OF THE AVENUE, 1.6 M (5.2 FT)
 EW1541'SOUTH OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW1541'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1274 ***********************************************************************
 EW1274  DESIGNATION -  12 21015
 EW1274  PID         -  EW1274
 EW1274  STATE/COUNTY-  CA/LOS ANGELES
 EW1274  USGS QUAD   -  HOLLYWOOD (1994)
 EW1274
 EW1274                         *CURRENT SURVEY CONTROL
 EW1274  ___________________________________________________________________
 EW1274* NAD 83(1986)-  34 06 55.     (N)    118 20 12.     (W)     SCALED    
 EW1274* NAVD 88     -       169.239  (meters)     555.25   (feet)  ADJUSTED  
 EW1274  ___________________________________________________________________
 EW1274  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW1274  DYNAMIC HT  -         169.062 (meters)     554.66  (feet)  COMP
 EW1274  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 EW1274
 EW1274  VERT ORDER  -  FIRST     CLASS I
 EW1274
 EW1274.The horizontal coordinates were scaled from a topographic map and have
 EW1274.an estimated accuracy of +/- 6 seconds.
 EW1274
 EW1274.The orthometric height was determined by differential leveling
 EW1274.and adjusted in June 1995.
 EW1274
 EW1274.The geoid height was determined by GEOID03.
 EW1274
 EW1274.The dynamic height is computed by dividing the NAVD 88
 EW1274.geopotential number by the normal gravity value computed on the
 EW1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1274.degrees latitude (g = 980.6199 gals.).
 EW1274
 EW1274.The modeled gravity was interpolated from observed gravity values.
 EW1274
 EW1274;                    North         East    Units  Estimated Accuracy
 EW1274;SPC CA 5     -   568,300.    1,968,940.      MT  (+/- 180 meters Scaled)
 EW1274
 EW1274                          SUPERSEDED SURVEY CONTROL
 EW1274
 EW1274  NGVD 29 (??/??/92)  168.483  (m)          552.76   (f) ADJ UNCH    1 1
 EW1274
 EW1274.Superseded values are not recommended for survey control.
 EW1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1274.See file dsdata.txt to determine how the superseded data were derived.
 EW1274
 EW1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767757(NAD 83)
 EW1274_MARKER: S = SPIKE
 EW1274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1274_SP_SET: CURB
 EW1274_MARK LOGO: NONE  
 EW1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1274+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1274
 EW1274  HISTORY     - Date     Condition        Report By
 EW1274  HISTORY     - UNK      MONUMENTED       CA1980
 EW1274  HISTORY     - 1968     GOOD             CA1980
 EW1274  HISTORY     - 19940819 GOOD             NGS
 EW1274
 EW1274                          STATION DESCRIPTION
 EW1274
 EW1274'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1274'AT LOS ANGELES.
 EW1274'WIRE SPIKE IN TOP OF THE SOUTH END OF PILGRIMAGE BRIDGE, 2.2 FEET
 EW1274'EAST OF THE BEGINNING OF CURB RETURN EAST OF CAHUENGA BOULEVARD.
 EW1274
 EW1274                          STATION RECOVERY (1994)
 EW1274
 EW1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1274'IN HOLLYWOOD, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND FORD
 EW1274'AMPHITHEATER ROAD, A SPIKE 0.6 M (2.0 FT) EAST OF THE WEST END OF THE
 EW1274'SOUTH CONCRETE CURB OF THE PILGRIMAGE BRIDGE OVER THE HOLLYWOOD
 EW1274'FREEWAY, 11.2 M (36.7 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES
 EW1274'OF THE BOULEVARD, 4.6 M (15.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 EW1274'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1275 ***********************************************************************
 EW1275  DESIGNATION -  12 21020
 EW1275  PID         -  EW1275
 EW1275  STATE/COUNTY-  CA/LOS ANGELES
 EW1275  USGS QUAD   -  HOLLYWOOD (1994)
 EW1275
 EW1275                         *CURRENT SURVEY CONTROL
 EW1275  ___________________________________________________________________
 EW1275* NAD 83(1986)-  34 07 01.     (N)    118 20 16.     (W)     SCALED    
 EW1275* NAVD 88     -       175.430  (meters)     575.56   (feet)  ADJUSTED  
 EW1275  ___________________________________________________________________
 EW1275  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW1275  DYNAMIC HT  -         175.246 (meters)     574.95  (feet)  COMP
 EW1275  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 EW1275
 EW1275  VERT ORDER  -  FIRST     CLASS I
 EW1275
 EW1275.The horizontal coordinates were scaled from a topographic map and have
 EW1275.an estimated accuracy of +/- 6 seconds.
 EW1275
 EW1275.The orthometric height was determined by differential leveling
 EW1275.and adjusted in June 1995.
 EW1275
 EW1275.The geoid height was determined by GEOID03.
 EW1275
 EW1275.The dynamic height is computed by dividing the NAVD 88
 EW1275.geopotential number by the normal gravity value computed on the
 EW1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1275.degrees latitude (g = 980.6199 gals.).
 EW1275
 EW1275.The modeled gravity was interpolated from observed gravity values.
 EW1275
 EW1275;                    North         East    Units  Estimated Accuracy
 EW1275;SPC CA 5     -   568,490.    1,968,840.      MT  (+/- 180 meters Scaled)
 EW1275
 EW1275                          SUPERSEDED SURVEY CONTROL
 EW1275
 EW1275  NGVD 29 (??/??/92)  174.678  (m)          573.09   (f) ADJ UNCH    1 1
 EW1275
 EW1275.Superseded values are not recommended for survey control.
 EW1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1275.See file dsdata.txt to determine how the superseded data were derived.
 EW1275
 EW1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766759(NAD 83)
 EW1275_MARKER: S = SPIKE
 EW1275_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1275_SP_SET: CURB
 EW1275_MARK LOGO: NONE  
 EW1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1275+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1275
 EW1275  HISTORY     - Date     Condition        Report By
 EW1275  HISTORY     - UNK      MONUMENTED       CA1980
 EW1275  HISTORY     - 1968     GOOD             CA1980
 EW1275  HISTORY     - 19940819 GOOD             NGS
 EW1275
 EW1275                          STATION DESCRIPTION
 EW1275
 EW1275'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1275'AT LOS ANGELES.
 EW1275'SQUARE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW1275'ABOUT 2100 FEET NORTHERLY FROM HIGHLAND AVENUE, 110 FEET
 EW1275'SOUTHEAST OF THE SOUTHWEST CURB LINE PRODUCED OF HILLPARK DRIVE
 EW1275'ENTRANCE TO HOLLYWOOD HIGHLANDS.
 EW1275
 EW1275                          STATION RECOVERY (1994)
 EW1275
 EW1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1275'IN HOLLYWOOD, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND HILL
 EW1275'PARK DRIVE, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD, 40.3
 EW1275'SOUTH OF THE CENTER OF THE DRIVE, 11.6 M (38.1 FT) SOUTH OF THE
 EW1275'SOUTHEAST CORNER OF A CATCH BASIN, 4.3 M (14.1 FT) WEST OF THE
 EW1275'CENTERLINE OF THE BOULEVARD, 2.2 M (7.2 FT) NORTH OF A STREET LIGHT
 EW1275'POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1281 ***********************************************************************
 EW1281  DESIGNATION -  12 21025
 EW1281  PID         -  EW1281
 EW1281  STATE/COUNTY-  CA/LOS ANGELES
 EW1281  USGS QUAD   -  HOLLYWOOD (1994)
 EW1281
 EW1281                         *CURRENT SURVEY CONTROL
 EW1281  ___________________________________________________________________
 EW1281* NAD 83(1986)-  34 07 08.     (N)    118 20 18.     (W)     SCALED    
 EW1281* NAVD 88     -       188.544  (meters)     618.58   (feet)  ADJUSTED  
 EW1281  ___________________________________________________________________
 EW1281  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW1281  DYNAMIC HT  -         188.346 (meters)     617.93  (feet)  COMP
 EW1281  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 EW1281
 EW1281  VERT ORDER  -  FIRST     CLASS I
 EW1281
 EW1281.The horizontal coordinates were scaled from a topographic map and have
 EW1281.an estimated accuracy of +/- 6 seconds.
 EW1281
 EW1281.The orthometric height was determined by differential leveling
 EW1281.and adjusted in June 1995.
 EW1281
 EW1281.The geoid height was determined by GEOID03.
 EW1281
 EW1281.The dynamic height is computed by dividing the NAVD 88
 EW1281.geopotential number by the normal gravity value computed on the
 EW1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1281.degrees latitude (g = 980.6199 gals.).
 EW1281
 EW1281.The modeled gravity was interpolated from observed gravity values.
 EW1281
 EW1281;                    North         East    Units  Estimated Accuracy
 EW1281;SPC CA 5     -   568,700.    1,968,790.      MT  (+/- 180 meters Scaled)
 EW1281
 EW1281                          SUPERSEDED SURVEY CONTROL
 EW1281
 EW1281  NGVD 29 (??/??/92)  187.788  (m)          616.10   (f) ADJ UNCH    1 1
 EW1281
 EW1281.Superseded values are not recommended for survey control.
 EW1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1281.See file dsdata.txt to determine how the superseded data were derived.
 EW1281
 EW1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765761(NAD 83)
 EW1281_MARKER: S = SPIKE
 EW1281_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1281_SP_SET: CURB
 EW1281_MARK LOGO: NONE  
 EW1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1281+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1281
 EW1281  HISTORY     - Date     Condition        Report By
 EW1281  HISTORY     - UNK      MONUMENTED       CA1980
 EW1281  HISTORY     - 1968     GOOD             CA1980
 EW1281  HISTORY     - 19940819 GOOD             NGS
 EW1281
 EW1281                          STATION DESCRIPTION
 EW1281
 EW1281'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1281'AT LOS ANGELES.
 EW1281'CUT SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW1281'AT ELECTROILER, ABOUT 2900 FEET NORTHERLY FROM HIGHLAND AVENUE,
 EW1281'ABOUT 600 FEET NORTHWEST OF HILLPARK DRIVE, 102.5 FEET NORTHWEST
 EW1281'OF POWER POLE 76019M.
 EW1281
 EW1281                          STATION RECOVERY (1994)
 EW1281
 EW1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1281'IN HOLLYWOOD, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND HILL
 EW1281'PARK DRIVE, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD, 207.0
 EW1281'NORTH OF THE CENTER OF THE DRIVE, 31.0 M (101.7 FT) NORTH OF UTILITY
 EW1281'POLE NUMBER 76019M, 15.0 M (49.2 FT) SOUTH OF UTILITY POLE NUMBER
 EW1281'76022M, 5.6 M (18.4 FT) WEST OF THE CENTERLINE OF THE BOULEVARD, 0.3 M
 EW1281'(1.0 FT) EAST OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 EW1281'LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1276 ***********************************************************************
 EW1276  DESIGNATION -  12 21045
 EW1276  PID         -  EW1276
 EW1276  STATE/COUNTY-  CA/LOS ANGELES
 EW1276  USGS QUAD   -  HOLLYWOOD (1994)
 EW1276
 EW1276                         *CURRENT SURVEY CONTROL
 EW1276  ___________________________________________________________________
 EW1276* NAD 83(1986)-  34 07 14.     (N)    118 20 24.     (W)     SCALED    
 EW1276* NAVD 88     -       203.85   (+/-2cm)     668.8    (feet)  VERTCON   
 EW1276  ___________________________________________________________________
 EW1276  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW1276  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1276
 EW1276.The horizontal coordinates were scaled from a topographic map and have
 EW1276.an estimated accuracy of +/- 6 seconds.
 EW1276
 EW1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1276.The vertical order pertains to the NGVD 29 superseded value.
 EW1276
 EW1276.The geoid height was determined by GEOID03.
 EW1276
 EW1276;                    North         East    Units  Estimated Accuracy
 EW1276;SPC CA 5     -   568,890.    1,968,630.      MT  (+/- 180 meters Scaled)
 EW1276
 EW1276                          SUPERSEDED SURVEY CONTROL
 EW1276
 EW1276  NGVD 29 (??/??/92)  203.067  (m)          666.23   (f) ADJ UNCH    1 1
 EW1276
 EW1276.Superseded values are not recommended for survey control.
 EW1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1276.See file dsdata.txt to determine how the superseded data were derived.
 EW1276
 EW1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT764763(NAD 83)
 EW1276_MARKER: S = SPIKE
 EW1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1276_SP_SET: CURB
 EW1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1276
 EW1276  HISTORY     - Date     Condition        Report By
 EW1276  HISTORY     - UNK      MONUMENTED       CA1980
 EW1276  HISTORY     - 1968     GOOD             CA1980
 EW1276  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW1276
 EW1276                          STATION DESCRIPTION
 EW1276
 EW1276'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1276'AT LOS ANGELES.
 EW1276'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW1276'0.12 MILES NORTHWEST OF MOTEL OFFICE AT 2775, 12 FEET SOUTHEAST
 EW1276'OF POWER POLE 76029M.
 EW1276
 EW1276                          STATION RECOVERY (1994)
 EW1276
 EW1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1276'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1572 ***********************************************************************
 EW1572  DESIGNATION -  12 24430 C OF LA
 EW1572  PID         -  EW1572
 EW1572  STATE/COUNTY-  CA/LOS ANGELES
 EW1572  USGS QUAD   -  HOLLYWOOD (1994)
 EW1572
 EW1572                         *CURRENT SURVEY CONTROL
 EW1572  ___________________________________________________________________
 EW1572* NAD 83(1986)-  34 07 15.     (N)    118 15 26.     (W)     SCALED    
 EW1572* NAVD 88     -       128.25   (+/-2cm)     420.8    (feet)  VERTCON   
 EW1572  ___________________________________________________________________
 EW1572  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EW1572  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1572
 EW1572.The horizontal coordinates were scaled from a topographic map and have
 EW1572.an estimated accuracy of +/- 6 seconds.
 EW1572
 EW1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1572.The vertical order pertains to the NGVD 29 superseded value.
 EW1572
 EW1572.The geoid height was determined by GEOID03.
 EW1572
 EW1572;                    North         East    Units  Estimated Accuracy
 EW1572;SPC CA 5     -   568,900.    1,976,270.      MT  (+/- 180 meters Scaled)
 EW1572
 EW1572                          SUPERSEDED SURVEY CONTROL
 EW1572
 EW1572  NGVD 29 (??/??/92)  127.459  (m)          418.17   (f) ADJ UNCH    1 1
 EW1572
 EW1572.Superseded values are not recommended for survey control.
 EW1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1572.See file dsdata.txt to determine how the superseded data were derived.
 EW1572
 EW1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT840762(NAD 83)
 EW1572_MARKER: DD = SURVEY DISK
 EW1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1572_SP_SET: CONCRETE MONUMENT
 EW1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1572
 EW1572  HISTORY     - Date     Condition        Report By
 EW1572  HISTORY     - UNK      MONUMENTED       CA1980
 EW1572  HISTORY     - 1968     GOOD             CA1980
 EW1572  HISTORY     - 1971     GOOD             CA1980
 EW1572
 EW1572                          STATION DESCRIPTION
 EW1572
 EW1572'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1572'IN GLENDALE.
 EW1572'STANDARD BENCH MARK BRASS DISC IN 8 INCH CONCRETE MONUMENT, 2.2
 EW1572'FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF CASITAS AVENUE,
 EW1572'243 FEET SOUTHEAST OF GLENDALE BOULEVARD, 78 FEET SOUTHEAST OF
 EW1572'THE CENTER LINE OF TOPOCK STREET.
 EW1572
 EW1572                          STATION RECOVERY (1971)
 EW1572
 EW1572'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1157 ***********************************************************************
 EW1157  DESIGNATION -  12 24930 C OF LA
 EW1157  PID         -  EW1157
 EW1157  STATE/COUNTY-  CA/LOS ANGELES
 EW1157  USGS QUAD   -  LOS ANGELES (1994)
 EW1157
 EW1157                         *CURRENT SURVEY CONTROL
 EW1157  ___________________________________________________________________
 EW1157* NAD 83(1986)-  34 04 24.     (N)    118 13 32.     (W)     SCALED    
 EW1157* NAVD 88     -        97.28   (+/-2cm)     319.2    (feet)  VERTCON   
 EW1157  ___________________________________________________________________
 EW1157  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW1157  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1157
 EW1157.The horizontal coordinates were scaled from a topographic map and have
 EW1157.an estimated accuracy of +/- 6 seconds.
 EW1157
 EW1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1157.The vertical order pertains to the NGVD 29 superseded value.
 EW1157
 EW1157.The geoid height was determined by GEOID03.
 EW1157
 EW1157;                    North         East    Units  Estimated Accuracy
 EW1157;SPC CA 5     -   563,620.    1,979,180.      MT  (+/- 180 meters Scaled)
 EW1157
 EW1157                          SUPERSEDED SURVEY CONTROL
 EW1157
 EW1157  NGVD 29 (??/??/92)   96.492  (m)          316.57   (f) ADJ UNCH    1 1
 EW1157
 EW1157.Superseded values are not recommended for survey control.
 EW1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1157.See file dsdata.txt to determine how the superseded data were derived.
 EW1157
 EW1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869709(NAD 83)
 EW1157_MARKER: Z = SEE DESCRIPTION
 EW1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1157_SP_SET: BRIDGE ABUTMENT
 EW1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1157
 EW1157  HISTORY     - Date     Condition        Report By
 EW1157  HISTORY     - UNK      MONUMENTED       CA1980
 EW1157  HISTORY     - 1968     GOOD             CA1980
 EW1157
 EW1157                          STATION DESCRIPTION
 EW1157
 EW1157'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1157'AT LOS ANGELES.
 EW1157'A ROUND IRON KNOB IN THE TOP OF THE SOUTH ABUTMENT OF THE
 EW1157'SOUTHERN PACIFIC RAILROAD BRIDGE OVER THE LOS ANGELES RIVER,
 EW1157'0.1 OF A MILE NORTHERLY FROM THE NORTH BROADWAY BRIDGE-- 1.2
 EW1157'FEET NORTH OF THE SOUTH END OF THE RAILROAD BRIDGE, AND 9.4
 EW1157'FEET EAST OF THE EAST RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1165 ***********************************************************************
 EW1165  DESIGNATION -  12 25030 C OF LA
 EW1165  PID         -  EW1165
 EW1165  STATE/COUNTY-  CA/LOS ANGELES
 EW1165  USGS QUAD   -  LOS ANGELES (1994)
 EW1165
 EW1165                         *CURRENT SURVEY CONTROL
 EW1165  ___________________________________________________________________
 EW1165* NAD 83(1986)-  34 04 52.     (N)    118 13 36.     (W)     SCALED    
 EW1165* NAVD 88     -       102.18   (+/-2cm)     335.2    (feet)  VERTCON   
 EW1165  ___________________________________________________________________
 EW1165  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW1165  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1165
 EW1165.The horizontal coordinates were scaled from a topographic map and have
 EW1165.an estimated accuracy of +/- 6 seconds.
 EW1165
 EW1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1165.The vertical order pertains to the NGVD 29 superseded value.
 EW1165
 EW1165.The geoid height was determined by GEOID03.
 EW1165
 EW1165;                    North         East    Units  Estimated Accuracy
 EW1165;SPC CA 5     -   564,480.    1,979,080.      MT  (+/- 180 meters Scaled)
 EW1165
 EW1165                          SUPERSEDED SURVEY CONTROL
 EW1165
 EW1165  NGVD 29 (??/??/92)  101.390  (m)          332.64   (f) ADJ UNCH    1 1
 EW1165
 EW1165.Superseded values are not recommended for survey control.
 EW1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1165.See file dsdata.txt to determine how the superseded data were derived.
 EW1165
 EW1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868718(NAD 83)
 EW1165_MARKER: DD = SURVEY DISK
 EW1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1165_SP_SET: BRIDGE ABUTMENT
 EW1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1165
 EW1165  HISTORY     - Date     Condition        Report By
 EW1165  HISTORY     - UNK      MONUMENTED       CA1980
 EW1165  HISTORY     - 1968     GOOD             CA1980
 EW1165  HISTORY     - 1971     GOOD             CA1980
 EW1165
 EW1165                          STATION DESCRIPTION
 EW1165
 EW1165'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1165'IN LOS ANGELES.
 EW1165'WIRE SPIKE UNDER THE FIGUEROA STREET TRAFFIC BRIDGE (OFTEN
 EW1165'REFERRED TO AS THE OLD DAYTON AVE. BRIDGE) OVER AVENUE 19,
 EW1165'THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, AND THE LOS ANGELES
 EW1165'RIVER FLOOD CONTROL CHANNEL, EXTENDING FROM SAN FERNANDO
 EW1165'ROAD TO RIVERSIDE DRIVE-- MARK IS IN THE TOP OF A 12-INCH,
 EW1165'5 FOOT HIGH, BARRIER AND RETAINING WALL BUILT AS AN INTEGRAL PART
 EW1165'OF THE EASTERLY ABUMENT FOR THE STEEL TRESTLE OVER THE CONCRETED
 EW1165'RIVER CHANNEL, AT THE APPROXIMATE MID-POINT OF THE ENTIRE BRIDGE
 EW1165'SPAN, ABOUT 400 FEET WEST OF SAN FERNANDO ROAD AND 23 FEET WEST OF
 EW1165'THE MOST WESTERLY RAIL OF THE SOUTHERN PACIFIC TRACKS.
 EW1165
 EW1165                          STATION RECOVERY (1971)
 EW1165
 EW1165'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1167 ***********************************************************************
 EW1167  DESIGNATION -  12 25032 C OF LA
 EW1167  PID         -  EW1167
 EW1167  STATE/COUNTY-  CA/LOS ANGELES
 EW1167  USGS QUAD   -  LOS ANGELES (1994)
 EW1167
 EW1167                         *CURRENT SURVEY CONTROL
 EW1167  ___________________________________________________________________
 EW1167* NAD 83(1986)-  34 04 57.     (N)    118 13 35.     (W)     SCALED    
 EW1167* NAVD 88     -       102.99   (+/-2cm)     337.9    (feet)  VERTCON   
 EW1167  ___________________________________________________________________
 EW1167  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1167
 EW1167.The horizontal coordinates were scaled from a topographic map and have
 EW1167.an estimated accuracy of +/- 6 seconds.
 EW1167
 EW1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1167.The vertical order pertains to the NGVD 29 superseded value.
 EW1167
 EW1167.The geoid height was determined by GEOID03.
 EW1167
 EW1167;                    North         East    Units  Estimated Accuracy
 EW1167;SPC CA 5     -   564,640.    1,979,110.      MT  (+/- 180 meters Scaled)
 EW1167
 EW1167                          SUPERSEDED SURVEY CONTROL
 EW1167
 EW1167  NGVD 29 (??/??/92)  102.202  (m)          335.31   (f) ADJ UNCH    1 2
 EW1167
 EW1167.Superseded values are not recommended for survey control.
 EW1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1167.See file dsdata.txt to determine how the superseded data were derived.
 EW1167
 EW1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868719(NAD 83)
 EW1167_MARKER: S = SPIKE
 EW1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1167_SP_SET: CURB
 EW1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1167
 EW1167  HISTORY     - Date     Condition        Report By
 EW1167  HISTORY     - UNK      MONUMENTED       CA1980
 EW1167  HISTORY     - 1968     GOOD             CA1980
 EW1167
 EW1167                          STATION DESCRIPTION
 EW1167
 EW1167'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1167'AT LOS ANGELES.
 EW1167'WIRE SPIKE IN THE SOUTH CURB OF AVENUE 23, 46.2 FEET EAST
 EW1167'OF THE BEGINNING OF CURB RETURN EAST OF SAN FERNANDO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1170 ***********************************************************************
 EW1170  DESIGNATION -  12 25034 C OF LA
 EW1170  PID         -  EW1170
 EW1170  STATE/COUNTY-  CA/LOS ANGELES
 EW1170  USGS QUAD   -  LOS ANGELES (1994)
 EW1170
 EW1170                         *CURRENT SURVEY CONTROL
 EW1170  ___________________________________________________________________
 EW1170* NAD 83(1986)-  34 05 12.     (N)    118 13 31.     (W)     SCALED    
 EW1170* NAVD 88     -       104.94   (+/-2cm)     344.3    (feet)  VERTCON   
 EW1170  ___________________________________________________________________
 EW1170  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW1170  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1170
 EW1170.The horizontal coordinates were scaled from a topographic map and have
 EW1170.an estimated accuracy of +/- 6 seconds.
 EW1170
 EW1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1170.The vertical order pertains to the NGVD 29 superseded value.
 EW1170
 EW1170.The geoid height was determined by GEOID03.
 EW1170
 EW1170;                    North         East    Units  Estimated Accuracy
 EW1170;SPC CA 5     -   565,100.    1,979,210.      MT  (+/- 180 meters Scaled)
 EW1170
 EW1170                          SUPERSEDED SURVEY CONTROL
 EW1170
 EW1170  NGVD 29 (??/??/92)  104.149  (m)          341.70   (f) ADJ UNCH    1 1
 EW1170
 EW1170.Superseded values are not recommended for survey control.
 EW1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1170.See file dsdata.txt to determine how the superseded data were derived.
 EW1170
 EW1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869724(NAD 83)
 EW1170_MARKER: S = SPIKE
 EW1170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1170_SP_SET: CURB
 EW1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1170
 EW1170  HISTORY     - Date     Condition        Report By
 EW1170  HISTORY     - UNK      MONUMENTED       CA1980
 EW1170  HISTORY     - 1968     GOOD             CA1980
 EW1170
 EW1170                          STATION DESCRIPTION
 EW1170
 EW1170'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1170'AT LOS ANGELES.
 EW1170'WIRE SPIKE IN THE NORTH CURB OF AVENUE 26, 58 FEET EAST OF
 EW1170'THE BEGINNING OF CURB RETURN EAST OF SAN FERNANDO ROAD, IN
 EW1170'EAST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1173 ***********************************************************************
 EW1173  DESIGNATION -  12 25040 C OF LA
 EW1173  PID         -  EW1173
 EW1173  STATE/COUNTY-  CA/LOS ANGELES
 EW1173  USGS QUAD   -  LOS ANGELES (1994)
 EW1173
 EW1173                         *CURRENT SURVEY CONTROL
 EW1173  ___________________________________________________________________
 EW1173* NAD 83(1986)-  34 05 24.     (N)    118 13 35.     (W)     SCALED    
 EW1173* NAVD 88     -       105.06   (+/-2cm)     344.7    (feet)  VERTCON   
 EW1173  ___________________________________________________________________
 EW1173  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW1173  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1173
 EW1173.The horizontal coordinates were scaled from a topographic map and have
 EW1173.an estimated accuracy of +/- 6 seconds.
 EW1173
 EW1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1173.The vertical order pertains to the NGVD 29 superseded value.
 EW1173
 EW1173.The geoid height was determined by GEOID03.
 EW1173
 EW1173;                    North         East    Units  Estimated Accuracy
 EW1173;SPC CA 5     -   565,470.    1,979,110.      MT  (+/- 180 meters Scaled)
 EW1173
 EW1173                          SUPERSEDED SURVEY CONTROL
 EW1173
 EW1173  NGVD 29 (??/??/92)  104.271  (m)          342.10   (f) ADJ UNCH    1 1
 EW1173
 EW1173.Superseded values are not recommended for survey control.
 EW1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1173.See file dsdata.txt to determine how the superseded data were derived.
 EW1173
 EW1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868728(NAD 83)
 EW1173_MARKER: S = SPIKE
 EW1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1173_SP_SET: CURB
 EW1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1173
 EW1173  HISTORY     - Date     Condition        Report By
 EW1173  HISTORY     - UNK      MONUMENTED       CA1980
 EW1173  HISTORY     - 1968     GOOD             CA1980
 EW1173
 EW1173                          STATION DESCRIPTION
 EW1173
 EW1173'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1173'AT LOS ANGELES.
 EW1173'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 10 FEET
 EW1173'SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF MERCED
 EW1173'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1175 ***********************************************************************
 EW1175  DESIGNATION -  12 25042 C OF LA
 EW1175  PID         -  EW1175
 EW1175  STATE/COUNTY-  CA/LOS ANGELES
 EW1175  USGS QUAD   -  LOS ANGELES (1994)
 EW1175
 EW1175                         *CURRENT SURVEY CONTROL
 EW1175  ___________________________________________________________________
 EW1175* NAD 83(1986)-  34 05 25.     (N)    118 13 37.     (W)     SCALED    
 EW1175* NAVD 88     -       105.29   (+/-2cm)     345.4    (feet)  VERTCON   
 EW1175  ___________________________________________________________________
 EW1175  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW1175  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1175
 EW1175.The horizontal coordinates were scaled from a topographic map and have
 EW1175.an estimated accuracy of +/- 6 seconds.
 EW1175
 EW1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1175.The vertical order pertains to the NGVD 29 superseded value.
 EW1175
 EW1175.The geoid height was determined by GEOID03.
 EW1175
 EW1175;                    North         East    Units  Estimated Accuracy
 EW1175;SPC CA 5     -   565,500.    1,979,060.      MT  (+/- 180 meters Scaled)
 EW1175
 EW1175                          SUPERSEDED SURVEY CONTROL
 EW1175
 EW1175  NGVD 29 (??/??/92)  104.504  (m)          342.86   (f) ADJ UNCH    1 1
 EW1175
 EW1175.Superseded values are not recommended for survey control.
 EW1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1175.See file dsdata.txt to determine how the superseded data were derived.
 EW1175
 EW1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868728(NAD 83)
 EW1175_MARKER: S = SPIKE
 EW1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1175_SP_SET: CURB
 EW1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1175
 EW1175  HISTORY     - Date     Condition        Report By
 EW1175  HISTORY     - UNK      MONUMENTED       CA1980
 EW1175  HISTORY     - 1968     GOOD             CA1980
 EW1175
 EW1175                          STATION DESCRIPTION
 EW1175
 EW1175'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1175'AT LOS ANGELES.
 EW1175'SQUARE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 12.5
 EW1175'FEET SOUTHEAST OF THE SOUTHEAST PROPERTY LINE OF CARLETON AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1179 ***********************************************************************
 EW1179  DESIGNATION -  12 25070 C OF LA
 EW1179  PID         -  EW1179
 EW1179  STATE/COUNTY-  CA/LOS ANGELES
 EW1179  USGS QUAD   -  LOS ANGELES (1994)
 EW1179
 EW1179                         *CURRENT SURVEY CONTROL
 EW1179  ___________________________________________________________________
 EW1179* NAD 83(1986)-  34 05 40.     (N)    118 13 50.     (W)     SCALED    
 EW1179* NAVD 88     -       105.38   (+/-2cm)     345.7    (feet)  VERTCON   
 EW1179  ___________________________________________________________________
 EW1179  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW1179  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1179
 EW1179.The horizontal coordinates were scaled from a topographic map and have
 EW1179.an estimated accuracy of +/- 6 seconds.
 EW1179
 EW1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1179.The vertical order pertains to the NGVD 29 superseded value.
 EW1179
 EW1179.The geoid height was determined by GEOID03.
 EW1179
 EW1179;                    North         East    Units  Estimated Accuracy
 EW1179;SPC CA 5     -   565,960.    1,978,720.      MT  (+/- 180 meters Scaled)
 EW1179
 EW1179                          SUPERSEDED SURVEY CONTROL
 EW1179
 EW1179  NGVD 29 (??/??/92)  104.587  (m)          343.13   (f) ADJ UNCH    1 1
 EW1179
 EW1179.Superseded values are not recommended for survey control.
 EW1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1179.See file dsdata.txt to determine how the superseded data were derived.
 EW1179
 EW1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864733(NAD 83)
 EW1179_MARKER: S = SPIKE
 EW1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1179_SP_SET: CATCH BASIN
 EW1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1179
 EW1179  HISTORY     - Date     Condition        Report By
 EW1179  HISTORY     - UNK      MONUMENTED       CA1980
 EW1179  HISTORY     - 1968     GOOD             CA1980
 EW1179
 EW1179                          STATION DESCRIPTION
 EW1179
 EW1179'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1179'AT LOS ANGELES.
 EW1179'CUT SPIKE, 3.8 FEET SOUTHEAST OF SOUTHEAST CURB OF GRANADA
 EW1179'STREET, 35 FEET NORTHEAST OF THE NORTHEAST PROPERTY LINE OF
 EW1179'SAN FERNANDO ROAD, IN THE TOP OF A CATCH BASIN AT ITS SOUTHERLY
 EW1179'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1169 ***********************************************************************
 EW1169  DESIGNATION -  12 25074 C OF LA
 EW1169  PID         -  EW1169
 EW1169  STATE/COUNTY-  CA/LOS ANGELES
 EW1169  USGS QUAD   -  LOS ANGELES (1994)
 EW1169
 EW1169                         *CURRENT SURVEY CONTROL
 EW1169  ___________________________________________________________________
 EW1169* NAD 83(1986)-  34 05 40.     (N)    118 13 50.     (W)     SCALED    
 EW1169* NAVD 88     -       105.36   (+/-2cm)     345.7    (feet)  VERTCON   
 EW1169  ___________________________________________________________________
 EW1169  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW1169  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1169
 EW1169.The horizontal coordinates were scaled from a topographic map and have
 EW1169.an estimated accuracy of +/- 6 seconds.
 EW1169
 EW1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1169.The vertical order pertains to the NGVD 29 superseded value.
 EW1169
 EW1169.The geoid height was determined by GEOID03.
 EW1169
 EW1169;                    North         East    Units  Estimated Accuracy
 EW1169;SPC CA 5     -   565,960.    1,978,720.      MT  (+/- 180 meters Scaled)
 EW1169
 EW1169                          SUPERSEDED SURVEY CONTROL
 EW1169
 EW1169  NGVD 29 (??/??/92)  104.575  (m)          343.09   (f) ADJ UNCH    1 1
 EW1169
 EW1169.Superseded values are not recommended for survey control.
 EW1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1169.See file dsdata.txt to determine how the superseded data were derived.
 EW1169
 EW1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864733(NAD 83)
 EW1169_MARKER: S = SPIKE
 EW1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1169_SP_SET: CURB
 EW1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1169
 EW1169  HISTORY     - Date     Condition        Report By
 EW1169  HISTORY     - UNK      MONUMENTED       CA1980
 EW1169  HISTORY     - 1968     GOOD             CA1980
 EW1169  HISTORY     - 1971     GOOD             CA1980
 EW1169
 EW1169                          STATION DESCRIPTION
 EW1169
 EW1169'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1169'AT LOS ANGELES.
 EW1169'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 17 FEET
 EW1169'NORTHWEST OF THE NORTHWEST PROPERTY LINE OF ARVIA STREET.
 EW1169
 EW1169                          STATION RECOVERY (1971)
 EW1169
 EW1169'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1186 ***********************************************************************
 EW1186  DESIGNATION -  12 25085 C OF LA
 EW1186  PID         -  EW1186
 EW1186  STATE/COUNTY-  CA/LOS ANGELES
 EW1186  USGS QUAD   -  LOS ANGELES (1994)
 EW1186
 EW1186                         *CURRENT SURVEY CONTROL
 EW1186  ___________________________________________________________________
 EW1186* NAD 83(1986)-  34 05 52.     (N)    118 14 00.     (W)     SCALED    
 EW1186* NAVD 88     -       108.17   (+/-2cm)     354.9    (feet)  VERTCON   
 EW1186  ___________________________________________________________________
 EW1186  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW1186  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1186
 EW1186.The horizontal coordinates were scaled from a topographic map and have
 EW1186.an estimated accuracy of +/- 6 seconds.
 EW1186
 EW1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1186.The vertical order pertains to the NGVD 29 superseded value.
 EW1186
 EW1186.The geoid height was determined by GEOID03.
 EW1186
 EW1186;                    North         East    Units  Estimated Accuracy
 EW1186;SPC CA 5     -   566,330.    1,978,470.      MT  (+/- 180 meters Scaled)
 EW1186
 EW1186                          SUPERSEDED SURVEY CONTROL
 EW1186
 EW1186  NGVD 29 (??/??/92)  107.376  (m)          352.28   (f) ADJ UNCH    1 1
 EW1186
 EW1186.Superseded values are not recommended for survey control.
 EW1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1186.See file dsdata.txt to determine how the superseded data were derived.
 EW1186
 EW1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862736(NAD 83)
 EW1186_MARKER: S = SPIKE
 EW1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1186_SP_SET: CURB
 EW1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1186
 EW1186  HISTORY     - Date     Condition        Report By
 EW1186  HISTORY     - UNK      MONUMENTED       CA1980
 EW1186  HISTORY     - 1968     GOOD             CA1980
 EW1186
 EW1186                          STATION DESCRIPTION
 EW1186
 EW1186'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1186'AT LOS ANGELES.
 EW1186'WIRE SPIKE IN THE NORTHWEST CURB OF ELM STREET, 6 FEET NORTHEAST
 EW1186'OF THE BEGINNING OF CURB RETURN NORTHEAST OF SAN FERNANDO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1189 ***********************************************************************
 EW1189  DESIGNATION -  12 25090 C OF LA
 EW1189  PID         -  EW1189
 EW1189  STATE/COUNTY-  CA/LOS ANGELES
 EW1189  USGS QUAD   -  LOS ANGELES (1994)
 EW1189
 EW1189                         *CURRENT SURVEY CONTROL
 EW1189  ___________________________________________________________________
 EW1189* NAD 83(1986)-  34 05 57.     (N)    118 14 02.     (W)     SCALED    
 EW1189* NAVD 88     -       108.57   (+/-2cm)     356.2    (feet)  VERTCON   
 EW1189  ___________________________________________________________________
 EW1189  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW1189  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1189
 EW1189.The horizontal coordinates were scaled from a topographic map and have
 EW1189.an estimated accuracy of +/- 6 seconds.
 EW1189
 EW1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1189.The vertical order pertains to the NGVD 29 superseded value.
 EW1189
 EW1189.The geoid height was determined by GEOID03.
 EW1189
 EW1189;                    North         East    Units  Estimated Accuracy
 EW1189;SPC CA 5     -   566,490.    1,978,420.      MT  (+/- 180 meters Scaled)
 EW1189
 EW1189                          SUPERSEDED SURVEY CONTROL
 EW1189
 EW1189  NGVD 29 (??/??/92)  107.779  (m)          353.60   (f) ADJ UNCH    1 1
 EW1189
 EW1189.Superseded values are not recommended for survey control.
 EW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1189.See file dsdata.txt to determine how the superseded data were derived.
 EW1189
 EW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861738(NAD 83)
 EW1189_MARKER: S = SPIKE
 EW1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1189_SP_SET: CURB
 EW1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1189
 EW1189  HISTORY     - Date     Condition        Report By
 EW1189  HISTORY     - UNK      MONUMENTED       CA1980
 EW1189  HISTORY     - 1968     GOOD             CA1980
 EW1189
 EW1189                          STATION DESCRIPTION
 EW1189
 EW1189'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1189'AT LOS ANGELES.
 EW1189'WIRE SPIKE IN THE NORTHWEST CURB OF FUTURE STREET, 31.5 FEET
 EW1189'NORTHEAST OF THE NORTHEAST PROPERTY LINE OF SAN FERNANDO ROAD,
 EW1189'IN THE WEST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1181 ***********************************************************************
 EW1181  DESIGNATION -  12 25110 C OF LA
 EW1181  PID         -  EW1181
 EW1181  STATE/COUNTY-  CA/LOS ANGELES
 EW1181  USGS QUAD   -  LOS ANGELES (1994)
 EW1181
 EW1181                         *CURRENT SURVEY CONTROL
 EW1181  ___________________________________________________________________
 EW1181* NAD 83(1986)-  34 06 10.     (N)    118 14 12.     (W)     SCALED    
 EW1181* NAVD 88     -       115.21   (+/-2cm)     378.0    (feet)  VERTCON   
 EW1181  ___________________________________________________________________
 EW1181  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW1181  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1181
 EW1181.The horizontal coordinates were scaled from a topographic map and have
 EW1181.an estimated accuracy of +/- 6 seconds.
 EW1181
 EW1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1181.The vertical order pertains to the NGVD 29 superseded value.
 EW1181
 EW1181.The geoid height was determined by GEOID03.
 EW1181
 EW1181;                    North         East    Units  Estimated Accuracy
 EW1181;SPC CA 5     -   566,890.    1,978,160.      MT  (+/- 180 meters Scaled)
 EW1181
 EW1181                          SUPERSEDED SURVEY CONTROL
 EW1181
 EW1181  NGVD 29 (??/??/92)  114.419  (m)          375.39   (f) ADJ UNCH    1 1
 EW1181
 EW1181.Superseded values are not recommended for survey control.
 EW1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1181.See file dsdata.txt to determine how the superseded data were derived.
 EW1181
 EW1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859742(NAD 83)
 EW1181_MARKER: S = SPIKE
 EW1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1181_SP_SET: CURB
 EW1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1181
 EW1181  HISTORY     - Date     Condition        Report By
 EW1181  HISTORY     - UNK      MONUMENTED       CA1980
 EW1181  HISTORY     - 1968     GOOD             CA1980
 EW1181
 EW1181                          STATION DESCRIPTION
 EW1181
 EW1181'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1181'AT LOS ANGELES.
 EW1181'CUT SPIKE IN THE EAST CURB OF SAN FERNANDO ROAD, 8 FEET NORTHWEST
 EW1181'OF THE NORTHWEST PROPERTY LINE OF DIVISION STREET, IN THE
 EW1181'SOUTHEAST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1193 ***********************************************************************
 EW1193  DESIGNATION -  12 25135 C OF LA
 EW1193  PID         -  EW1193
 EW1193  STATE/COUNTY-  CA/LOS ANGELES
 EW1193  USGS QUAD   -  LOS ANGELES (1994)
 EW1193
 EW1193                         *CURRENT SURVEY CONTROL
 EW1193  ___________________________________________________________________
 EW1193* NAD 83(1986)-  34 06 26.     (N)    118 14 27.     (W)     SCALED    
 EW1193* NAVD 88     -       112.86   (+/-2cm)     370.3    (feet)  VERTCON   
 EW1193  ___________________________________________________________________
 EW1193  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW1193  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1193
 EW1193.The horizontal coordinates were scaled from a topographic map and have
 EW1193.an estimated accuracy of +/- 6 seconds.
 EW1193
 EW1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1193.The vertical order pertains to the NGVD 29 superseded value.
 EW1193
 EW1193.The geoid height was determined by GEOID03.
 EW1193
 EW1193;                    North         East    Units  Estimated Accuracy
 EW1193;SPC CA 5     -   567,380.    1,977,780.      MT  (+/- 180 meters Scaled)
 EW1193
 EW1193                          SUPERSEDED SURVEY CONTROL
 EW1193
 EW1193  NGVD 29 (??/??/92)  112.071  (m)          367.69   (f) ADJ UNCH    1 1
 EW1193
 EW1193.Superseded values are not recommended for survey control.
 EW1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1193.See file dsdata.txt to determine how the superseded data were derived.
 EW1193
 EW1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT855747(NAD 83)
 EW1193_MARKER: DD = SURVEY DISK
 EW1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1193_SP_SET: BRUILDING
 EW1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1193
 EW1193  HISTORY     - Date     Condition        Report By
 EW1193  HISTORY     - UNK      MONUMENTED       CA1980
 EW1193  HISTORY     - 1968     GOOD             CA1980
 EW1193  HISTORY     - 1971     GOOD             CA1980
 EW1193
 EW1193                          STATION DESCRIPTION
 EW1193
 EW1193'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1193'AT LOS ANGELES.
 EW1193'STANDARD SURVEY MONUMENT GLENDALE H-12D, IN SAN FERNANDO ROAD,
 EW1193'27.6 FEET EAST OF THE CENTER LINE POINT OF INTERSECTION OF THE
 EW1193'FIRST CURVE NORTHERLY FROM EAGLE ROCK BOULEVARD, ON A TRAVERSE
 EW1193'LINE, 4.5 FEET WESTERLY OF THE EASTERLY CURB OF SAN FERNANDO
 EW1193'ROAD, 6 FEET NORTHERLY OF A POINT OPPOSITE THE NORTHERLY SIDE
 EW1193'OF THE ENTRANCE TO BUILDING 2425.
 EW1193
 EW1193                          STATION RECOVERY (1971)
 EW1193
 EW1193'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1195 ***********************************************************************
 EW1195  DESIGNATION -  12 25160 C OF LA
 EW1195  PID         -  EW1195
 EW1195  STATE/COUNTY-  CA/LOS ANGELES
 EW1195  USGS QUAD   -  LOS ANGELES (1994)
 EW1195
 EW1195                         *CURRENT SURVEY CONTROL
 EW1195  ___________________________________________________________________
 EW1195* NAD 83(1986)-  34 06 27.     (N)    118 14 27.     (W)     SCALED    
 EW1195* NAVD 88     -       114.30   (+/-2cm)     375.0    (feet)  VERTCON   
 EW1195  ___________________________________________________________________
 EW1195  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW1195  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1195
 EW1195.The horizontal coordinates were scaled from a topographic map and have
 EW1195.an estimated accuracy of +/- 6 seconds.
 EW1195
 EW1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1195.The vertical order pertains to the NGVD 29 superseded value.
 EW1195
 EW1195.The geoid height was determined by GEOID03.
 EW1195
 EW1195;                    North         East    Units  Estimated Accuracy
 EW1195;SPC CA 5     -   567,410.    1,977,780.      MT  (+/- 180 meters Scaled)
 EW1195
 EW1195                          SUPERSEDED SURVEY CONTROL
 EW1195
 EW1195  NGVD 29 (??/??/92)  113.505  (m)          372.39   (f) ADJ UNCH    1 1
 EW1195
 EW1195.Superseded values are not recommended for survey control.
 EW1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1195.See file dsdata.txt to determine how the superseded data were derived.
 EW1195
 EW1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT855747(NAD 83)
 EW1195_MARKER: S = SPIKE
 EW1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1195_SP_SET: CURB
 EW1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1195
 EW1195  HISTORY     - Date     Condition        Report By
 EW1195  HISTORY     - UNK      MONUMENTED       CA1980
 EW1195  HISTORY     - 1968     GOOD             CA1980
 EW1195
 EW1195                          STATION DESCRIPTION
 EW1195
 EW1195'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1195'AT LOS ANGELES.
 EW1195'WIRE SPIKE IN THE NORTHWEST CURB OF HALLETT AVENUE, 1 FOOT
 EW1195'NORTHEAST OF THE NORTHEAST PROPERTY LINE OF SAN FERNANDO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1198 ***********************************************************************
 EW1198  DESIGNATION -  12 25170 C OF LA
 EW1198  PID         -  EW1198
 EW1198  STATE/COUNTY-  CA/LOS ANGELES
 EW1198  USGS QUAD   -  LOS ANGELES (1994)
 EW1198
 EW1198                         *CURRENT SURVEY CONTROL
 EW1198  ___________________________________________________________________
 EW1198* NAD 83(1986)-  34 06 41.     (N)    118 14 36.     (W)     SCALED    
 EW1198* NAVD 88     -       114.61   (+/-2cm)     376.0    (feet)  VERTCON   
 EW1198  ___________________________________________________________________
 EW1198  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EW1198  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1198
 EW1198.The horizontal coordinates were scaled from a topographic map and have
 EW1198.an estimated accuracy of +/- 6 seconds.
 EW1198
 EW1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1198.The vertical order pertains to the NGVD 29 superseded value.
 EW1198
 EW1198.The geoid height was determined by GEOID03.
 EW1198
 EW1198;                    North         East    Units  Estimated Accuracy
 EW1198;SPC CA 5     -   567,850.    1,977,550.      MT  (+/- 180 meters Scaled)
 EW1198
 EW1198                          SUPERSEDED SURVEY CONTROL
 EW1198
 EW1198  NGVD 29 (??/??/92)  113.815  (m)          373.41   (f) ADJ UNCH    1 1
 EW1198
 EW1198.Superseded values are not recommended for survey control.
 EW1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1198.See file dsdata.txt to determine how the superseded data were derived.
 EW1198
 EW1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853752(NAD 83)
 EW1198_MARKER: S = SPIKE
 EW1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1198_SP_SET: CURB
 EW1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1198
 EW1198  HISTORY     - Date     Condition        Report By
 EW1198  HISTORY     - UNK      MONUMENTED       CA1980
 EW1198  HISTORY     - 1968     GOOD             CA1980
 EW1198  HISTORY     - 1971     GOOD             CA1980
 EW1198
 EW1198                          STATION DESCRIPTION
 EW1198
 EW1198'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1198'AT LOS ANGELES.
 EW1198'WIRE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, NORTHEAST
 EW1198'ROADWAY, 6 FEET NORTHWEST OF THE NORTHWEST PROPERTY LINE OF
 EW1198'EDWARD AVENUE, IN THE SOUTHEAST CORNER OF A CATCH BASIN.
 EW1198
 EW1198                          STATION RECOVERY (1971)
 EW1198
 EW1198'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1201 ***********************************************************************
 EW1201  DESIGNATION -  12 25202 C OF LA
 EW1201  PID         -  EW1201
 EW1201  STATE/COUNTY-  CA/LOS ANGELES
 EW1201  USGS QUAD   -  LOS ANGELES (1994)
 EW1201
 EW1201                         *CURRENT SURVEY CONTROL
 EW1201  ___________________________________________________________________
 EW1201* NAD 83(1986)-  34 06 52.     (N)    118 14 42.     (W)     SCALED    
 EW1201* NAVD 88     -       120.18   (+/-2cm)     394.3    (feet)  VERTCON   
 EW1201  ___________________________________________________________________
 EW1201  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EW1201  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1201
 EW1201.The horizontal coordinates were scaled from a topographic map and have
 EW1201.an estimated accuracy of +/- 6 seconds.
 EW1201
 EW1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1201.The vertical order pertains to the NGVD 29 superseded value.
 EW1201
 EW1201.The geoid height was determined by GEOID03.
 EW1201
 EW1201;                    North         East    Units  Estimated Accuracy
 EW1201;SPC CA 5     -   568,190.    1,977,400.      MT  (+/- 180 meters Scaled)
 EW1201
 EW1201                          SUPERSEDED SURVEY CONTROL
 EW1201
 EW1201  NGVD 29 (??/??/92)  119.391  (m)          391.70   (f) ADJ UNCH    1 1
 EW1201
 EW1201.Superseded values are not recommended for survey control.
 EW1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1201.See file dsdata.txt to determine how the superseded data were derived.
 EW1201
 EW1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851755(NAD 83)
 EW1201_MARKER: S = SPIKE
 EW1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1201_SP_SET: CURB
 EW1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1201
 EW1201  HISTORY     - Date     Condition        Report By
 EW1201  HISTORY     - UNK      MONUMENTED       CA1980
 EW1201  HISTORY     - 1968     GOOD             CA1980
 EW1201  HISTORY     - 1971     GOOD             CA1980
 EW1201
 EW1201                          STATION DESCRIPTION
 EW1201
 EW1201'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1201'IN LOS ANGELES.
 EW1201'SQUARE SPIKE IN THE NORTHEAST CURB OF SAN FERNANDO ROAD, 2.5 FEET
 EW1201'SOUTHEAST OF THE BEGINNING OF RETURN SOUTHEAST OF ROSWELL STREET.
 EW1201
 EW1201                          STATION RECOVERY (1971)
 EW1201
 EW1201'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1202 ***********************************************************************
 EW1202  DESIGNATION -  12 25255 C OF LA
 EW1202  PID         -  EW1202
 EW1202  STATE/COUNTY-  CA/LOS ANGELES
 EW1202  USGS QUAD   -  LOS ANGELES (1994)
 EW1202
 EW1202                         *CURRENT SURVEY CONTROL
 EW1202  ___________________________________________________________________
 EW1202* NAD 83(1986)-  34 06 54.     (N)    118 15 01.     (W)     SCALED    
 EW1202* NAVD 88     -       119.68   (+/-2cm)     392.7    (feet)  VERTCON   
 EW1202  ___________________________________________________________________
 EW1202  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW1202  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1202
 EW1202.The horizontal coordinates were scaled from a topographic map and have
 EW1202.an estimated accuracy of +/- 6 seconds.
 EW1202
 EW1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1202.The vertical order pertains to the NGVD 29 superseded value.
 EW1202
 EW1202.The geoid height was determined by GEOID03.
 EW1202
 EW1202;                    North         East    Units  Estimated Accuracy
 EW1202;SPC CA 5     -   568,250.    1,976,910.      MT  (+/- 180 meters Scaled)
 EW1202
 EW1202                          SUPERSEDED SURVEY CONTROL
 EW1202
 EW1202  NGVD 29 (??/??/92)  118.889  (m)          390.06   (f) ADJ UNCH    1 1
 EW1202
 EW1202.Superseded values are not recommended for survey control.
 EW1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1202.See file dsdata.txt to determine how the superseded data were derived.
 EW1202
 EW1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT846756(NAD 83)
 EW1202_MARKER: S = SPIKE
 EW1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1202_SP_SET: CURB
 EW1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1202
 EW1202  HISTORY     - Date     Condition        Report By
 EW1202  HISTORY     - UNK      MONUMENTED       CA1980
 EW1202  HISTORY     - 1968     GOOD             CA1980
 EW1202
 EW1202                          STATION DESCRIPTION
 EW1202
 EW1202'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1202'AT LOS ANGELES.
 EW1202'SQUARE SPIKE IN THE SOUTHWEST CURB OF CASITAS AVENUE, 5.5 FEET
 EW1202'NORTHWEST OF THE NORTHWEST PROPERTY LINE OF MINNEAPOLIS STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1574 ***********************************************************************
 EW1574  DESIGNATION -  12 25265 C OF LA
 EW1574  PID         -  EW1574
 EW1574  STATE/COUNTY-  CA/LOS ANGELES
 EW1574  USGS QUAD   -  HOLLYWOOD (1994)
 EW1574
 EW1574                         *CURRENT SURVEY CONTROL
 EW1574  ___________________________________________________________________
 EW1574* NAD 83(1986)-  34 07 01.     (N)    118 15 08.     (W)     SCALED    
 EW1574* NAVD 88     -       123.12   (+/-2cm)     403.9    (feet)  VERTCON   
 EW1574  ___________________________________________________________________
 EW1574  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW1574  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1574
 EW1574.The horizontal coordinates were scaled from a topographic map and have
 EW1574.an estimated accuracy of +/- 6 seconds.
 EW1574
 EW1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1574.The vertical order pertains to the NGVD 29 superseded value.
 EW1574
 EW1574.The geoid height was determined by GEOID03.
 EW1574
 EW1574;                    North         East    Units  Estimated Accuracy
 EW1574;SPC CA 5     -   568,460.    1,976,730.      MT  (+/- 180 meters Scaled)
 EW1574
 EW1574                          SUPERSEDED SURVEY CONTROL
 EW1574
 EW1574  NGVD 29 (??/??/92)  122.328  (m)          401.34   (f) ADJ UNCH    1 2
 EW1574
 EW1574.Superseded values are not recommended for survey control.
 EW1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1574.See file dsdata.txt to determine how the superseded data were derived.
 EW1574
 EW1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845758(NAD 83)
 EW1574_MARKER: S = SPIKE
 EW1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1574_SP_SET: CURB
 EW1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1574
 EW1574  HISTORY     - Date     Condition        Report By
 EW1574  HISTORY     - UNK      MONUMENTED       CA1980
 EW1574  HISTORY     - 1968     GOOD             CA1980
 EW1574
 EW1574                          STATION DESCRIPTION
 EW1574
 EW1574'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1574'IN LOS ANGELES.
 EW1574'SQUARE SPIKE IN THE NORTH CURB OF CASITAS AVENUE, 29 FEET EAST
 EW1574'OF THE CENTER LINE PRODUCTION OF SILVER LAKE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1575 ***********************************************************************
 EW1575  DESIGNATION -  12 25267 C OF LA
 EW1575  PID         -  EW1575
 EW1575  STATE/COUNTY-  CA/LOS ANGELES
 EW1575  USGS QUAD   -  HOLLYWOOD (1994)
 EW1575
 EW1575                         *CURRENT SURVEY CONTROL
 EW1575  ___________________________________________________________________
 EW1575* NAD 83(1986)-  34 07 01.     (N)    118 15 08.     (W)     SCALED    
 EW1575* NAVD 88     -       122.81   (+/-2cm)     402.9    (feet)  VERTCON   
 EW1575  ___________________________________________________________________
 EW1575  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW1575  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1575
 EW1575.The horizontal coordinates were scaled from a topographic map and have
 EW1575.an estimated accuracy of +/- 6 seconds.
 EW1575
 EW1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1575.The vertical order pertains to the NGVD 29 superseded value.
 EW1575
 EW1575.The geoid height was determined by GEOID03.
 EW1575
 EW1575;                    North         East    Units  Estimated Accuracy
 EW1575;SPC CA 5     -   568,460.    1,976,730.      MT  (+/- 180 meters Scaled)
 EW1575
 EW1575                          SUPERSEDED SURVEY CONTROL
 EW1575
 EW1575  NGVD 29 (??/??/92)  122.017  (m)          400.32   (f) ADJ UNCH    1 1
 EW1575
 EW1575.Superseded values are not recommended for survey control.
 EW1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1575.See file dsdata.txt to determine how the superseded data were derived.
 EW1575
 EW1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT845758(NAD 83)
 EW1575_MARKER: S = SPIKE
 EW1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1575_SP_SET: CURB
 EW1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1575
 EW1575  HISTORY     - Date     Condition        Report By
 EW1575  HISTORY     - UNK      MONUMENTED       CA1980
 EW1575  HISTORY     - 1971     GOOD             CA1980
 EW1575
 EW1575                          STATION DESCRIPTION
 EW1575
 EW1575'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1575'IN LOS ANGELES.
 EW1575'WIRE SPIKE IN THE NORTHEAST CURB OF CASITAS AVENUE, ON THE
 EW1575'NORTHERLY PROLONGATION OF THE EASTERLY CURB LINE OF SILVERLAKE
 EW1575'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1247 ***********************************************************************
 EW1247  DESIGNATION -  12 29625 C OF LA
 EW1247  PID         -  EW1247
 EW1247  STATE/COUNTY-  CA/LOS ANGELES
 EW1247  USGS QUAD   -  HOLLYWOOD (1994)
 EW1247
 EW1247                         *CURRENT SURVEY CONTROL
 EW1247  ___________________________________________________________________
 EW1247* NAD 83(1986)-  34 03 25.     (N)    118 19 16.     (W)     SCALED    
 EW1247* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 EW1247  ___________________________________________________________________
 EW1247  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1247  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1247
 EW1247.The horizontal coordinates were scaled from a topographic map and have
 EW1247.an estimated accuracy of +/- 6 seconds.
 EW1247
 EW1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1247.The vertical order pertains to the NGVD 29 superseded value.
 EW1247
 EW1247.The geoid height was determined by GEOID03.
 EW1247
 EW1247;                    North         East    Units  Estimated Accuracy
 EW1247;SPC CA 5     -   561,830.    1,970,350.      MT  (+/- 180 meters Scaled)
 EW1247
 EW1247                          SUPERSEDED SURVEY CONTROL
 EW1247
 EW1247  NGVD 29 (??/??/92)   57.853  (m)          189.81   (f) ADJ UNCH    1 1
 EW1247
 EW1247.Superseded values are not recommended for survey control.
 EW1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1247.See file dsdata.txt to determine how the superseded data were derived.
 EW1247
 EW1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780692(NAD 83)
 EW1247_MARKER: DD = SURVEY DISK
 EW1247_SETTING: 0 = UNSPECIFIED SETTING
 EW1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1247
 EW1247  HISTORY     - Date     Condition        Report By
 EW1247  HISTORY     - UNK      MONUMENTED       CA1980
 EW1247  HISTORY     - 1968     GOOD             CA1980
 EW1247
 EW1247                          STATION DESCRIPTION
 EW1247
 EW1247'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1247'AT LOS ANGELES.
 EW1247'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF CRENSHAW
 EW1247'BOULEVARD, 4 FEET NORTH OF THE SOUTH PROPERTY LINE PRODUCED,
 EW1247'OF RESIDENCE 883, 0.16 MILES SOUTHERLY OF EIGHTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1244 ***********************************************************************
 EW1244  DESIGNATION -  12 29660 C OF LA
 EW1244  PID         -  EW1244
 EW1244  STATE/COUNTY-  CA/LOS ANGELES
 EW1244  USGS QUAD   -  HOLLYWOOD (1994)
 EW1244
 EW1244                         *CURRENT SURVEY CONTROL
 EW1244  ___________________________________________________________________
 EW1244* NAD 83(1986)-  34 03 10.     (N)    118 19 25.     (W)     SCALED    
 EW1244* NAVD 88     -        48.56   (+/-2cm)     159.3    (feet)  VERTCON   
 EW1244  ___________________________________________________________________
 EW1244  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EW1244  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1244
 EW1244.The horizontal coordinates were scaled from a topographic map and have
 EW1244.an estimated accuracy of +/- 6 seconds.
 EW1244
 EW1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1244.The vertical order pertains to the NGVD 29 superseded value.
 EW1244
 EW1244.The geoid height was determined by GEOID03.
 EW1244
 EW1244;                    North         East    Units  Estimated Accuracy
 EW1244;SPC CA 5     -   561,370.    1,970,120.      MT  (+/- 180 meters Scaled)
 EW1244
 EW1244                          SUPERSEDED SURVEY CONTROL
 EW1244
 EW1244  NGVD 29 (??/??/92)   47.790  (m)          156.79   (f) ADJ UNCH    1 1
 EW1244
 EW1244.Superseded values are not recommended for survey control.
 EW1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1244.See file dsdata.txt to determine how the superseded data were derived.
 EW1244
 EW1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT778687(NAD 83)
 EW1244_MARKER: S = SPIKE
 EW1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1244_SP_SET: CATCH BASIN
 EW1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1244
 EW1244  HISTORY     - Date     Condition        Report By
 EW1244  HISTORY     - UNK      MONUMENTED       CA1980
 EW1244  HISTORY     - 1968     GOOD             CA1980
 EW1244
 EW1244                          STATION DESCRIPTION
 EW1244
 EW1244'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1244'AT LOS ANGELES.
 EW1244'WIRE SPIKE, 1.1 FEET WEST OF THE WEST CURB LINE OF CRENSHAW
 EW1244'BOULEVARD, 7 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF
 EW1244'COUNTRY CLUB DRIVE, SOUTHWEST CORNER OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1243 ***********************************************************************
 EW1243  DESIGNATION -  12 29690 C OF LA
 EW1243  PID         -  EW1243
 EW1243  STATE/COUNTY-  CA/LOS ANGELES
 EW1243  USGS QUAD   -  HOLLYWOOD (1994)
 EW1243
 EW1243                         *CURRENT SURVEY CONTROL
 EW1243  ___________________________________________________________________
 EW1243* NAD 83(1986)-  34 03 02.     (N)    118 19 29.     (W)     SCALED    
 EW1243* NAVD 88     -        55.24   (+/-2cm)     181.2    (feet)  VERTCON   
 EW1243  ___________________________________________________________________
 EW1243  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EW1243  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1243
 EW1243.The horizontal coordinates were scaled from a topographic map and have
 EW1243.an estimated accuracy of +/- 6 seconds.
 EW1243
 EW1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1243.The vertical order pertains to the NGVD 29 superseded value.
 EW1243
 EW1243.The geoid height was determined by GEOID03.
 EW1243
 EW1243;                    North         East    Units  Estimated Accuracy
 EW1243;SPC CA 5     -   561,120.    1,970,020.      MT  (+/- 180 meters Scaled)
 EW1243
 EW1243                          SUPERSEDED SURVEY CONTROL
 EW1243
 EW1243  NGVD 29 (??/??/92)   54.468  (m)          178.70   (f) ADJ UNCH    1 1
 EW1243
 EW1243.Superseded values are not recommended for survey control.
 EW1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1243.See file dsdata.txt to determine how the superseded data were derived.
 EW1243
 EW1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT777685(NAD 83)
 EW1243_MARKER: DD = SURVEY DISK
 EW1243_SETTING: 0 = UNSPECIFIED SETTING
 EW1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1243
 EW1243  HISTORY     - Date     Condition        Report By
 EW1243  HISTORY     - UNK      MONUMENTED       CA1980
 EW1243  HISTORY     - 1968     GOOD             CA1980
 EW1243
 EW1243                          STATION DESCRIPTION
 EW1243
 EW1243'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1243'AT LOS ANGELES.
 EW1243'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF CRENSHAW
 EW1243'BOULEVARD, ON THE NORTH PROPERTY LINE PRODUCED OF RESIDENCE
 EW1243'1175, 0.16 MILES SOUTHERLY FROM COUNTRY CLUB DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3344 ***********************************************************************
 EV3344  DESIGNATION -  12 3 A
 EV3344  PID         -  EV3344
 EV3344  STATE/COUNTY-  CA/LOS ANGELES
 EV3344  USGS QUAD   -  BALDWIN PARK (1981)
 EV3344
 EV3344                         *CURRENT SURVEY CONTROL
 EV3344  ___________________________________________________________________
 EV3344* NAD 83(1986)-  34 03 08.     (N)    118 00 02.     (W)     SCALED    
 EV3344* NAVD 88     -        89.52   (+/-2cm)     293.7    (feet)  VERTCON   
 EV3344  ___________________________________________________________________
 EV3344  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EV3344  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3344
 EV3344.The horizontal coordinates were scaled from a topographic map and have
 EV3344.an estimated accuracy of +/- 6 seconds.
 EV3344
 EV3344.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3344.The vertical order pertains to the NGVD 29 superseded value.
 EV3344
 EV3344.The geoid height was determined by GEOID03.
 EV3344
 EV3344;                    North         East    Units  Estimated Accuracy
 EV3344;SPC CA 5     -   561,260.    1,999,950.      MT  (+/- 180 meters Scaled)
 EV3344
 EV3344                          SUPERSEDED SURVEY CONTROL
 EV3344
 EV3344  NGVD 29 (??/??/92)   88.804  (m)          291.35   (f) ADJ UNCH    1 2
 EV3344
 EV3344.Superseded values are not recommended for survey control.
 EV3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3344.See file dsdata.txt to determine how the superseded data were derived.
 EV3344
 EV3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT076683(NAD 83)
 EV3344_MARKER: DD = SURVEY DISK
 EV3344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3344_SP_SET: CONCRETE PAD
 EV3344_STAMPING: BM 12-3A 1971 RE 7078
 EV3344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3344
 EV3344  HISTORY     - Date     Condition        Report By
 EV3344  HISTORY     - 1971     MONUMENTED       CA-037
 EV3344  HISTORY     - 1975     GOOD             CA-037
 EV3344
 EV3344                          STATION DESCRIPTION
 EV3344
 EV3344'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3344'3.3 MI NW FROM INDUSTRY.
 EV3344'COUNTY OF LOS ANGELES, SOUTHERLY FROM VALLEY BLVD. ON SAN ANGELO 234.0
 EV3344'FEET SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF VALLEY BLVD., 176.0
 EV3344'FEET SOUTHERLY ALONG THE WESTERLY CURB OF SAN ANGELO FROM THE
 EV3344'SOUTHERLY END OF THE CURB RETURN, 21.6 FEET WESTERLY FROM THE
 EV3344'APPROXIMATE CENTERLINE OF SAN ANGELO AVE. 9.5 FEET SOUTHEASTERLY FROM
 EV3344'THE END OF A 8-INCH BLOCK WALL (5.5 FEET HIGH) 1.1 FEET WEST OF THE
 EV3344'WESTERLY CURB, DOWN 7 INCHES BELOW THE GROUND AND PROTECTED BY A CAST
 EV3344'IRON COVER, FLUSH WITH THE CURB AND IN A 15-INCH BY 15-INCH CONCRETE
 EV3344'PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7915 ***********************************************************************
 DJ7915  DESIGNATION -  12 33325
 DJ7915  PID         -  DJ7915
 DJ7915  STATE/COUNTY-  CA/LOS ANGELES
 DJ7915  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7915
 DJ7915                         *CURRENT SURVEY CONTROL
 DJ7915  ___________________________________________________________________
 DJ7915* NAD 83(1986)-  34 01 09.     (N)    118 16 25.     (W)     SCALED    
 DJ7915* NAVD 88     -        61.268  (meters)     201.01   (feet)  ADJUSTED  
 DJ7915  ___________________________________________________________________
 DJ7915  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DJ7915  DYNAMIC HT  -          61.202 (meters)     200.79  (feet)  COMP
 DJ7915  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DJ7915
 DJ7915  VERT ORDER  -  SECOND    CLASS II
 DJ7915
 DJ7915.The horizontal coordinates were scaled from a topographic map and have
 DJ7915.an estimated accuracy of +/- 6 seconds.
 DJ7915
 DJ7915.The orthometric height was determined by differential leveling
 DJ7915.and adjusted in February 2008.
 DJ7915
 DJ7915.The geoid height was determined by GEOID03.
 DJ7915
 DJ7915.The dynamic height is computed by dividing the NAVD 88
 DJ7915.geopotential number by the normal gravity value computed on the
 DJ7915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7915.degrees latitude (g = 980.6199 gals.).
 DJ7915
 DJ7915.The modeled gravity was interpolated from observed gravity values.
 DJ7915
 DJ7915;                    North         East    Units  Estimated Accuracy
 DJ7915;SPC CA 5     -   557,620.    1,974,730.      MT  (+/- 180 meters Scaled)
 DJ7915
 DJ7915                          SUPERSEDED SURVEY CONTROL
 DJ7915
 DJ7915.No superseded survey control is available for this station.
 DJ7915
 DJ7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT824650(NAD 83)
 DJ7915_MARKER: S = SPIKE
 DJ7915_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7915_SP_SET: CATCH BASIN
 DJ7915_MARK LOGO: NONE  
 DJ7915_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7915+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DJ7915
 DJ7915  HISTORY     - Date     Condition        Report By
 DJ7915  HISTORY     - 20050712 MONUMENTED       CA1980
 DJ7915
 DJ7915                          STATION DESCRIPTION
 DJ7915
 DJ7915'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2005
 DJ7915'MARK IS FOUND IN THE CITY OF LOS ANGELES, CALIFORNIA.
 DJ7915' 
 DJ7915'FOUND SPIKE IN SOUTHEAST CORNER OF CATCH BASIN IN WEST CURB OF
 DJ7915'BROADWAY, 7.62 M (25.0 FT) NORTH OF NORTH CURB OF JEFFERSON BLVD., 1
 DJ7915'BLOCK WESTERLY OF MAIN, EASTERLY OF THE HARBOR FREEWAY,
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1820 ***********************************************************************
 JT1820  DESIGNATION -  12 4
 JT1820  PID         -  JT1820
 JT1820  STATE/COUNTY-  CA/NAPA
 JT1820  USGS QUAD   -  NAPA (1980)
 JT1820
 JT1820                         *CURRENT SURVEY CONTROL
 JT1820  ___________________________________________________________________
 JT1820* NAD 83(1986)-  38 17 55.     (N)    122 17 22.     (W)     SCALED    
 JT1820* NAVD 88     -         7.62   (+/-2cm)      25.0    (feet)  VERTCON   
 JT1820  ___________________________________________________________________
 JT1820  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1820  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1820
 JT1820.The horizontal coordinates were scaled from a topographic map and have
 JT1820.an estimated accuracy of +/- 6 seconds.
 JT1820
 JT1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1820.The vertical order pertains to the NGVD 29 superseded value.
 JT1820
 JT1820.The geoid height was determined by GEOID03.
 JT1820
 JT1820;                    North         East    Units  Estimated Accuracy
 JT1820;SPC CA 2     -   570,190.    1,974,680.      MT  (+/- 180 meters Scaled)
 JT1820
 JT1820                          SUPERSEDED SURVEY CONTROL
 JT1820
 JT1820  NGVD 29 (??/??/92)    6.84   (m)           22.4    (f) COMPUTED    1 1
 JT1820
 JT1820.Superseded values are not recommended for survey control.
 JT1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1820.See file dsdata.txt to determine how the superseded data were derived.
 JT1820
 JT1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621391(NAD 83)
 JT1820_MARKER: DD = SURVEY DISK
 JT1820_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1820+WITH SETTING: PAVEMENT
 JT1820_SP_SET: FLAG POLE BASE
 JT1820_MARK LOGO: CA2330
 JT1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1820+STABILITY: SURFACE MOTION
 JT1820
 JT1820  HISTORY     - Date     Condition        Report By
 JT1820  HISTORY     - 1971     MONUMENTED       CA2330
 JT1820
 JT1820                          STATION DESCRIPTION
 JT1820
 JT1820'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1820'ALONG SCHOOL STREET, AT CITY HALL, A BRASS CAP SET IN THE BASE OF A
 JT1820'FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6766 ***********************************************************************
 EW6766  DESIGNATION -  12 4 B LA CO
 EW6766  PID         -  EW6766
 EW6766  STATE/COUNTY-  CA/LOS ANGELES
 EW6766  USGS QUAD   -  EL MONTE (1994)
 EW6766
 EW6766                         *CURRENT SURVEY CONTROL
 EW6766  ___________________________________________________________________
 EW6766* NAD 83(1986)-  34 03 30.     (N)    118 00 37.     (W)     SCALED    
 EW6766* NAVD 88     -        88.71   (+/-2cm)     291.0    (feet)  VERTCON   
 EW6766  ___________________________________________________________________
 EW6766  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EW6766  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6766
 EW6766.The horizontal coordinates were scaled from a topographic map and have
 EW6766.an estimated accuracy of +/- 6 seconds.
 EW6766
 EW6766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6766.The vertical order pertains to the NGVD 29 superseded value.
 EW6766
 EW6766.The geoid height was determined by GEOID03.
 EW6766
 EW6766;                    North         East    Units  Estimated Accuracy
 EW6766;SPC CA 5     -   561,930.    1,999,050.      MT  (+/- 180 meters Scaled)
 EW6766
 EW6766                          SUPERSEDED SURVEY CONTROL
 EW6766
 EW6766  NGVD 29 (??/??/92)   87.994  (m)          288.69   (f) ADJ UNCH    1 2
 EW6766
 EW6766.Superseded values are not recommended for survey control.
 EW6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6766.See file dsdata.txt to determine how the superseded data were derived.
 EW6766
 EW6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT067690(NAD 83)
 EW6766_MARKER: DD = SURVEY DISK
 EW6766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6766_SP_SET: CONCRETE COVER
 EW6766_STAMPING: BM 12-4B 1971 RE 7078
 EW6766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6766
 EW6766  HISTORY     - Date     Condition        Report By
 EW6766  HISTORY     - 1971     MONUMENTED       CA-037
 EW6766  HISTORY     - 1975     GOOD             CA-037
 EW6766
 EW6766                          STATION DESCRIPTION
 EW6766
 EW6766'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6766'4.1 MI NE FROM INDUSTRY.
 EW6766'CITY OF INDUSTRY, VALLEY BLVD. EASTERLY FROM RUMFORD AVE. 213.0 FEET
 EW6766'EASTERLY FROM RUMFORD AVE. 290.0 FEET EASTERLY FROM B.M. 12-4 (F.B.
 EW6766'1397-8) 37.5 FEET NORTHERLY FROM THE APPROXIMATE CENTERLINE OF VALLEY
 EW6766'BLVD, 28.0 FEET SOUTHEASTERLY FROM THE EASTERLY END OF A CONCRETE
 EW6766'RETAINING WALL, 62.3 FEET SOUTHEASTERLY FROM A TRANSFORMER POLE (NO
 EW6766'NUMBER) 1.0 FOOT NORTHERLY FROM THE FACE OF A 6-INCH CONCRETE CURB
 EW6766'(CURB IS ONLY 15.0 FEET LONG) FLUSH IN THE SOUTHEASTERLY CORNER OF THE
 EW6766'CONCRETE COVER OVER A FLOOD CONTROL INLET BOX AND OVER THE EASTERLY
 EW6766'RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2155 ***********************************************************************
 EW2155  DESIGNATION -  12 4 LACFCD
 EW2155  PID         -  EW2155
 EW2155  STATE/COUNTY-  CA/LOS ANGELES
 EW2155  USGS QUAD   -  BURBANK (1994)
 EW2155
 EW2155                         *CURRENT SURVEY CONTROL
 EW2155  ___________________________________________________________________
 EW2155* NAD 83(1986)-  34 08 39.     (N)    118 22 12.     (W)     SCALED    
 EW2155* NAVD 88     -       172.72   (+/-2cm)     566.7    (feet)  VERTCON   
 EW2155  ___________________________________________________________________
 EW2155  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW2155  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2155
 EW2155.The horizontal coordinates were scaled from a topographic map and have
 EW2155.an estimated accuracy of +/- 6 seconds.
 EW2155
 EW2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2155.The vertical order pertains to the NGVD 29 superseded value.
 EW2155
 EW2155.The geoid height was determined by GEOID03.
 EW2155
 EW2155;                    North         East    Units  Estimated Accuracy
 EW2155;SPC CA 5     -   571,520.    1,965,880.      MT  (+/- 180 meters Scaled)
 EW2155
 EW2155                          SUPERSEDED SURVEY CONTROL
 EW2155
 EW2155  NGVD 29 (??/??/92)  171.923  (m)          564.05   (f) ADJ UNCH    1 2
 EW2155
 EW2155.Superseded values are not recommended for survey control.
 EW2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2155.See file dsdata.txt to determine how the superseded data were derived.
 EW2155
 EW2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736789(NAD 83)
 EW2155_MARKER: DD = SURVEY DISK
 EW2155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2155_SP_SET: BRIDGE ABUTMENT
 EW2155_STAMPING: 12-4
 EW2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2155
 EW2155  HISTORY     - Date     Condition        Report By
 EW2155  HISTORY     - UNK      MONUMENTED       CA-037
 EW2155  HISTORY     - 1945     GOOD             NGS
 EW2155  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW2155
 EW2155                          STATION DESCRIPTION
 EW2155
 EW2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2155'AT LOS ANGELES.
 EW2155'AT LOS ANGELES NEAR THE INTERSECTION OF VINELAND AVENUE AND
 EW2155'AGUA VISTA STREET, 7.0 FEET BELOW STREET LEVEL AND IN THE WEST
 EW2155'END OF THE NORTH ABUTMENT OF A BRIDGE ON VINELAND AVENUE, 17.0
 EW2155'FEET WEST OF THE CENTERLINE OF VINELAND AVENUE AND ABOUT 370.0
 EW2155'FEET (PACED) SOUTH OF THE CENTERLINE OF AGUA VISTA STREET.  A
 EW2155'LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DISK, STAMPED
 EW2155'12-4.
 EW2155
 EW2155                          STATION RECOVERY (1966)
 EW2155
 EW2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2172 ***********************************************************************
 GU2172  DESIGNATION -  12 41
 GU2172  PID         -  GU2172
 GU2172  STATE/COUNTY-  CA/SANTA CLARA
 GU2172  USGS QUAD   -  CHITTENDEN (1993)
 GU2172
 GU2172                         *CURRENT SURVEY CONTROL
 GU2172  ___________________________________________________________________
 GU2172* NAD 83(1986)-  36 55 02.     (N)    121 32 52.     (W)     SCALED    
 GU2172* NAVD 88     -        47.213  (meters)     154.90   (feet)  ADJUSTED  
 GU2172  ___________________________________________________________________
 GU2172  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GU2172  DYNAMIC HT  -          47.177 (meters)     154.78  (feet)  COMP
 GU2172  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 GU2172
 GU2172  VERT ORDER  -  FIRST     CLASS I
 GU2172
 GU2172.The horizontal coordinates were scaled from a topographic map and have
 GU2172.an estimated accuracy of +/- 6 seconds.
 GU2172
 GU2172.The orthometric height was determined by differential leveling
 GU2172.and adjusted in February 1993.
 GU2172
 GU2172.The geoid height was determined by GEOID03.
 GU2172
 GU2172.The dynamic height is computed by dividing the NAVD 88
 GU2172.geopotential number by the normal gravity value computed on the
 GU2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2172.degrees latitude (g = 980.6199 gals.).
 GU2172
 GU2172.The modeled gravity was interpolated from observed gravity values.
 GU2172
 GU2172;                    North         East    Units  Estimated Accuracy
 GU2172;SPC CA 3     -   546,830.    1,906,630.      MT  (+/- 180 meters Scaled)
 GU2172
 GU2172                          SUPERSEDED SURVEY CONTROL
 GU2172
 GU2172  NAVD 88 (06/15/91)   47.194  (m)          154.84   (f) UNKNOWN     1 1
 GU2172  NGVD 29 (10/21/93)   46.379  (m)          152.16   (f) ADJUSTED    1 1
 GU2172
 GU2172.Superseded values are not recommended for survey control.
 GU2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2172.See file dsdata.txt to determine how the superseded data were derived.
 GU2172
 GU2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF293866(NAD 83)
 GU2172_MARKER: DD = SURVEY DISK
 GU2172_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU2172_SP_SET: CURB
 GU2172_STAMPING: ELVN 152.054 12-41 ITJ
 GU2172_MARK LOGO: CADH  
 GU2172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU2172+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1989
 GU2172
 GU2172  HISTORY     - Date     Condition        Report By
 GU2172  HISTORY     - UNK      MONUMENTED       CADH
 GU2172  HISTORY     - 1968     GOOD             NGS
 GU2172  HISTORY     - 19890103 GOOD             NGS
 GU2172  HISTORY     - 19900202 GOOD             NGS
 GU2172
 GU2172                          STATION DESCRIPTION
 GU2172
 GU2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2172'5.6 MI N FROM SAN JUAN BAUTISTA.
 GU2172'2.9 MILES NORTH ALONG SAN JUAN HIGHWAY FROM SAN JUAN UNION
 GU2172'SCHOOL AT SAN JUAN BAUTISTA, THENCE 2.65 MILES NORTH ALONG
 GU2172'U.S. HIGHWAY 101, ABOUT 150 FEET NORTH OF THE SAN BENITO-SAN
 GU2172'CLARA COUNTY LINE, IN THE TOP AND 56.7 FEET SOUTH OF THE NORTH
 GU2172'END OF THE EAST CONCRETE CURB OF A CONCRETE BRIDGE OVER PAJARO
 GU2172'RIVER, 13 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 GU2172'THE HIGHWAY, 49.7 FEET SOUTH OF BENCH MARK K 1193, AND ABOUT
 GU2172'1 FOOT HIGHER THAN THE HIGHWAY.
 GU2172
 GU2172                          STATION RECOVERY (1989)
 GU2172
 GU2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2172'RECOVERED IN GOOD CONDITION.
 GU2172
 GU2172                          STATION RECOVERY (1990)
 GU2172
 GU2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9004 ***********************************************************************
 JT9004  DESIGNATION -  12 6
 JT9004  PID         -  JT9004
 JT9004  STATE/COUNTY-  CA/NAPA
 JT9004  USGS QUAD   -  NAPA (1980)
 JT9004
 JT9004                         *CURRENT SURVEY CONTROL
 JT9004  ___________________________________________________________________
 JT9004* NAD 83(1986)-  38 18 00.     (N)    122 17 10.     (W)     SCALED    
 JT9004* NAVD 88     -         6.33   (+/-2cm)      20.8    (feet)  VERTCON   
 JT9004  ___________________________________________________________________
 JT9004  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9004  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9004
 JT9004.The horizontal coordinates were scaled from a topographic map and have
 JT9004.an estimated accuracy of +/- 6 seconds.
 JT9004
 JT9004.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9004.The vertical order pertains to the NGVD 29 superseded value.
 JT9004
 JT9004.The geoid height was determined by GEOID03.
 JT9004
 JT9004;                    North         East    Units  Estimated Accuracy
 JT9004;SPC CA 2     -   570,340.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9004
 JT9004                          SUPERSEDED SURVEY CONTROL
 JT9004
 JT9004  NGVD 29 (??/??/92)    5.55   (m)           18.2    (f) COMPUTED    2 2
 JT9004
 JT9004.Superseded values are not recommended for survey control.
 JT9004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9004.See file dsdata.txt to determine how the superseded data were derived.
 JT9004
 JT9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624393(NAD 83)
 JT9004_MARKER: DD = SURVEY DISK
 JT9004_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9004+WITH SETTING: PAVEMENT
 JT9004_SP_SET: LIGHT BASE
 JT9004_MARK LOGO: CA2330
 JT9004_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9004+STABILITY: SURFACE MOTION
 JT9004
 JT9004  HISTORY     - Date     Condition        Report By
 JT9004  HISTORY     - 1971     MONUMENTED       CA2330
 JT9004
 JT9004                          STATION DESCRIPTION
 JT9004
 JT9004'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9004'AT MAIN AND FIRST STREETS, IN NORTHEAST CORNER, A BRASS CAP IN THE
 JT9004'LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6771 ***********************************************************************
 EW6771  DESIGNATION -  12 6 LA CO
 EW6771  PID         -  EW6771
 EW6771  STATE/COUNTY-  CA/LOS ANGELES
 EW6771  USGS QUAD   -  EL MONTE (1994)
 EW6771
 EW6771                         *CURRENT SURVEY CONTROL
 EW6771  ___________________________________________________________________
 EW6771* NAD 83(1986)-  34 03 46.     (N)    118 02 09.     (W)     SCALED    
 EW6771* NAVD 88     -        81.99   (+/-2cm)     269.0    (feet)  VERTCON   
 EW6771  ___________________________________________________________________
 EW6771  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW6771  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW6771
 EW6771.The horizontal coordinates were scaled from a topographic map and have
 EW6771.an estimated accuracy of +/- 6 seconds.
 EW6771
 EW6771.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6771.The vertical order pertains to the NGVD 29 superseded value.
 EW6771
 EW6771.The geoid height was determined by GEOID03.
 EW6771
 EW6771;                    North         East    Units  Estimated Accuracy
 EW6771;SPC CA 5     -   562,430.    1,996,690.      MT  (+/- 180 meters Scaled)
 EW6771
 EW6771                          SUPERSEDED SURVEY CONTROL
 EW6771
 EW6771  NGVD 29 (??/??/92)   81.290  (m)          266.70   (f) ADJ UNCH    1 2
 EW6771
 EW6771.Superseded values are not recommended for survey control.
 EW6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6771.See file dsdata.txt to determine how the superseded data were derived.
 EW6771
 EW6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT044696(NAD 83)
 EW6771_MARKER: DD = SURVEY DISK
 EW6771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6771_SP_SET: WELL
 EW6771_STAMPING: BM 12-6 1952 63
 EW6771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6771
 EW6771  HISTORY     - Date     Condition        Report By
 EW6771  HISTORY     - 1952     MONUMENTED       CA-037
 EW6771  HISTORY     - 1975     GOOD             CA-037
 EW6771
 EW6771                          STATION DESCRIPTION
 EW6771
 EW6771'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6771'0.7 MI SW FROM EL MONTE.
 EW6771'GARVEY AVENUE AND TYLER AVENUE, AT THE SOUTHWEST CORNER, 45.2 FEET
 EW6771'WEST OF THE CENTERLINE OF TYLER AVENUE, 39.6 FEET SOUTH OF THE
 EW6771'CENTERLINE OF GARVEY AVENUE AND 1.6 FEET SOUTH OF THE CURB AT THE WEST
 EW6771'END OF THE CURB RETURN, SET ABOUT 11 INCHES BELOW THE TOP OF THE CURB
 EW6771'IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EW6771'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6772 ***********************************************************************
 EW6772  DESIGNATION -  12 7
 EW6772  PID         -  EW6772
 EW6772  STATE/COUNTY-  CA/LOS ANGELES
 EW6772  USGS QUAD   -  EL MONTE (1994)
 EW6772
 EW6772                         *CURRENT SURVEY CONTROL
 EW6772  ___________________________________________________________________
 EW6772* NAD 83(1986)-  34 03 45.     (N)    118 02 47.     (W)     SCALED    
 EW6772* NAVD 88     -        80.764  (meters)     264.97   (feet)  ADJUSTED  
 EW6772  ___________________________________________________________________
 EW6772  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EW6772  DYNAMIC HT  -          80.678 (meters)     264.69  (feet)  COMP
 EW6772  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 EW6772
 EW6772  VERT ORDER  -  FIRST     CLASS II
 EW6772
 EW6772.The horizontal coordinates were scaled from a topographic map and have
 EW6772.an estimated accuracy of +/- 6 seconds.
 EW6772
 EW6772.The orthometric height was determined by differential leveling
 EW6772.and adjusted in June 1991.
 EW6772
 EW6772.The geoid height was determined by GEOID03.
 EW6772
 EW6772.The dynamic height is computed by dividing the NAVD 88
 EW6772.geopotential number by the normal gravity value computed on the
 EW6772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6772.degrees latitude (g = 980.6199 gals.).
 EW6772
 EW6772.The modeled gravity was interpolated from observed gravity values.
 EW6772
 EW6772;                    North         East    Units  Estimated Accuracy
 EW6772;SPC CA 5     -   562,400.    1,995,720.      MT  (+/- 180 meters Scaled)
 EW6772
 EW6772                          SUPERSEDED SURVEY CONTROL
 EW6772
 EW6772  NGVD 29 (??/??/92)   80.080  (m)          262.73   (f) ADJ UNCH    1 2
 EW6772
 EW6772.Superseded values are not recommended for survey control.
 EW6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6772.See file dsdata.txt to determine how the superseded data were derived.
 EW6772
 EW6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT034695(NAD 83)
 EW6772_MARKER: DD = SURVEY DISK
 EW6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6772_SP_SET: CONCRETE POST
 EW6772_STAMPING: B.M. 12-7 1952 R.E.63
 EW6772_MARK LOGO: CA-037
 EW6772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6772+STABILITY: SURFACE MOTION
 EW6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6772+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 EW6772
 EW6772  HISTORY     - Date     Condition        Report By
 EW6772  HISTORY     - 1967     MONUMENTED       CA-037
 EW6772  HISTORY     - 1975     GOOD             CA-037
 EW6772  HISTORY     - 1987     GOOD             NGS
 EW6772  HISTORY     - 19890511 GOOD             NGS
 EW6772
 EW6772                          STATION DESCRIPTION
 EW6772
 EW6772'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6772'1.1 MI SW FROM EL MONTE.
 EW6772'GARVEY AVENUE AND CENTRAL AVENUE, 179.5 FEET EAST OF THE CENTERLINE OF
 EW6772'CENTRAL AVENUE TO THE SOUTH AND 39.6 FEET SOUTH OF THE CENTERLINE OF
 EW6772'GARVEY AVENUE, SET ABOUT 14 INCHES BELOW THE TOP OF THE CURB IN A WELL
 EW6772'AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EW6772
 EW6772                          STATION RECOVERY (1987)
 EW6772
 EW6772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW6772'THE MARK IS 0.3 M BELOW THE AVENUE.
 EW6772'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.50
 EW6772'MI) WEST ALONG GARVEY AVENUE FROM THE INTERSECTION OF VALLEY
 EW6772'BOULEVARD IN EL MONTE, 54.9 M (180.1 FT) EAST OF THE CENTERLINE OF
 EW6772'CENTRAL AVENUE, 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE OF GARVEY
 EW6772'AVENUE, 3.0 M (9.8 FT) WEST OF THE WEST EDGE OF THE 3RD DRIVEWAY EAST
 EW6772'OF CENTRAL AVENUE, 0.6 M (2.0 FT) SOUTH OF THE SOUTH CURB.  NOTE--THE
 EW6772'MARK IS 0.3 M (1.0 FT) BELOW GROUND AND MAY BE ACCESSED THROUGH A
 EW6772'12-INCH DIAMETER ROUND IRON LID.
 EW6772
 EW6772                          STATION RECOVERY (1989)
 EW6772
 EW6772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6772'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EL MONTE
 EW6772'AT THE INTERSECTION OF GARVEY AVE AND CENTRAL AVE SET IN CONCRETE 1.3
 EW6772'FEET BELOW THE SIDEWALK SURFACE AND INSIDE OF AN 8-INCH IRON PIPE
 EW6772'UNDER A COVER MARKED COUNTY SURVEYOR MONUMENT 55.2M(181.1FT) E OF THE
 EW6772'CENTERLINE OF CENTRAL AV 9.8M(32.2FT) E OF A UTILITY POLE NUMBER
 EW6772'773411H 6.7M(22.0FT) S OF THE CENTERLINE OF THE EASTBOUND LANES OF
 EW6772'GARVEY AVE NOTE THE DESIGNATION USED IN 1987 LEVELING WAS CG 2570 LA
 EW6772'CO NOTE THE STAMPING ON THIS MARK IS B.M.12-7 1952 R.E. 63 AND HAS
 EW6772'BEEN IDENTIFIED ON SUMMARY AS L25086/2 1989 127 ARCHIVE NUMBER EW
 EW6772'6772.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9005 ***********************************************************************
 JT9005  DESIGNATION -  12 7
 JT9005  PID         -  JT9005
 JT9005  STATE/COUNTY-  CA/NAPA
 JT9005  USGS QUAD   -  NAPA (1980)
 JT9005
 JT9005                         *CURRENT SURVEY CONTROL
 JT9005  ___________________________________________________________________
 JT9005* NAD 83(1986)-  38 18 00.     (N)    122 17 04.     (W)     SCALED    
 JT9005* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 JT9005  ___________________________________________________________________
 JT9005  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9005  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9005
 JT9005.The horizontal coordinates were scaled from a topographic map and have
 JT9005.an estimated accuracy of +/- 6 seconds.
 JT9005
 JT9005.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9005.The vertical order pertains to the NGVD 29 superseded value.
 JT9005
 JT9005.The geoid height was determined by GEOID03.
 JT9005
 JT9005;                    North         East    Units  Estimated Accuracy
 JT9005;SPC CA 2     -   570,340.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9005
 JT9005                          SUPERSEDED SURVEY CONTROL
 JT9005
 JT9005  NGVD 29 (??/??/92)    4.10   (m)           13.5    (f) COMPUTED    2 2
 JT9005
 JT9005.Superseded values are not recommended for survey control.
 JT9005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9005.See file dsdata.txt to determine how the superseded data were derived.
 JT9005
 JT9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625393(NAD 83)
 JT9005_MARKER: Z = SEE DESCRIPTION
 JT9005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9005_SP_SET: DRAINAGE BOX
 JT9005_MARK LOGO: CA2330
 JT9005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9005
 JT9005  HISTORY     - Date     Condition        Report By
 JT9005  HISTORY     - 1971     MONUMENTED       CA2330
 JT9005
 JT9005                          STATION DESCRIPTION
 JT9005
 JT9005'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9005'ALONG SOSCOL AVENUE, 150 FT (45.7 M) NORTH OF FIRST STREET, WEST SIDE,
 JT9005'IN A DRAINAGE BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6773 ***********************************************************************
 EW6773  CBN         -  This is a Cooperative Base Network Control Station.
 EW6773  DESIGNATION -  12 8 A
 EW6773  PID         -  EW6773
 EW6773  STATE/COUNTY-  CA/LOS ANGELES
 EW6773  USGS QUAD   -  EL MONTE (1994)
 EW6773
 EW6773                         *CURRENT SURVEY CONTROL
 EW6773  ___________________________________________________________________
 EW6773* NAD 83(2007)-  34 03 44.78155(N)    118 03 20.71299(W)     ADJUSTED  
 EW6773* NAVD 88     -        76.970  (meters)     252.53   (feet)  ADJUSTED  
 EW6773  ___________________________________________________________________
 EW6773  EPOCH DATE  -        2007.00
 EW6773  X           -  -2,487,774.438 (meters)                     COMP
 EW6773  Y           -  -4,667,859.736 (meters)                     COMP
 EW6773  Z           -   3,552,210.067 (meters)                     COMP
 EW6773  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 EW6773  ELLIP HEIGHT-          42.384 (meters)          (02/10/07) ADJUSTED
 EW6773  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW6773  DYNAMIC HT  -          76.888 (meters)     252.26  (feet)  COMP
 EW6773
 EW6773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW6773  Type    PID    Designation                      North   East  Ellip
 EW6773  -------------------------------------------------------------------
 EW6773  NETWORK EW6773 12 8 A                            0.59   1.10   3.80
 EW6773  -------------------------------------------------------------------
 EW6773  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 EW6773
 EW6773  VERT ORDER  -  FIRST     CLASS II
 EW6773
 EW6773.ITRF positions are available for this station.
 EW6773.The horizontal coordinates were established by GPS observations
 EW6773.and adjusted by the National Geodetic Survey in February 2007.
 EW6773
 EW6773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW6773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW6773.The horizontal coordinates are valid at the epoch date displayed above.
 EW6773.The epoch date for horizontal control is a decimal equivalence
 EW6773.of Year/Month/Day.
 EW6773
 EW6773.The orthometric height was determined by differential leveling
 EW6773.and adjusted in June 1991.
 EW6773
 EW6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW6773
 EW6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW6773
 EW6773.The ellipsoidal height was determined by GPS observations
 EW6773.and is referenced to NAD 83.
 EW6773
 EW6773.The geoid height was determined by GEOID03.
 EW6773
 EW6773.The dynamic height is computed by dividing the NAVD 88
 EW6773.geopotential number by the normal gravity value computed on the
 EW6773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6773.degrees latitude (g = 980.6199 gals.).
 EW6773
 EW6773.The modeled gravity was interpolated from observed gravity values.
 EW6773
 EW6773;                    North         East     Units Scale Factor Converg.
 EW6773;SPC CA 5     -   562,390.572 1,994,853.019   MT  0.99999382   -0 01 54.4
 EW6773;SPC CA 5     - 1,845,109.73  6,544,780.28   sFT  0.99999382   -0 01 54.4
 EW6773;UTM  11      - 3,769,581.946   402,572.765   MT  0.99971701   -0 35 28.9
 EW6773
 EW6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW6773!SPC CA 5     -   0.99999335  x   0.99999382  =   0.99998717
 EW6773!UTM  11      -   0.99999335  x   0.99971701  =   0.99971036
 EW6773
 EW6773                          SUPERSEDED SURVEY CONTROL
 EW6773
 EW6773  NAD 83(1998)-  34 03 44.77432(N)    118 03 20.70430(W) AD(1998.50) A
 EW6773  ELLIP H (04/06/00)   42.400  (m)                       GP(       ) 3 1
 EW6773  NGVD 29 (??/??/92)   76.292  (m)          250.30   (f) ADJ UNCH    1 2
 EW6773
 EW6773.Superseded values are not recommended for survey control.
 EW6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6773.See file dsdata.txt to determine how the superseded data were derived.
 EW6773
 EW6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0257369582(NAD 83)
 EW6773_MARKER: DD = SURVEY DISK
 EW6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6773_SP_SET: CONCRETE POST
 EW6773_STAMPING: BM 12-8A 1971 R.E. 7078
 EW6773_MARK LOGO: CA-037
 EW6773_PROJECTION: FLUSH
 EW6773_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6773+STABILITY: SURFACE MOTION
 EW6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6773+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1998
 EW6773
 EW6773  HISTORY     - Date     Condition        Report By
 EW6773  HISTORY     - 1971     MONUMENTED       CA-037
 EW6773  HISTORY     - 1975     GOOD             CA-037
 EW6773  HISTORY     - 1987     GOOD             NGS
 EW6773  HISTORY     - 19890511 GOOD             NGS
 EW6773  HISTORY     - 19980611 GOOD             MWDSC
 EW6773
 EW6773                          STATION DESCRIPTION
 EW6773
 EW6773'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6773'0.8 MI N FROM SOUTH EL MONTE.
 EW6773'SOUTH EL MONTE AREA, GARVEY AVENUE AT POTRERO AVE. 108.5 FEET
 EW6773'SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF GARVEY AVE. 23.0 FEET
 EW6773'WEST FROM THE APPROXIMATE CENTERLINE OF POTRERO AVE. 86.0 FEET
 EW6773'SOUTHERLY FROM B.M. 12-8 (F.B.3709-109), 41.2 FEET SOUTH FROM THE
 EW6773'SOUTH END OF THE CURB RETURN 1.5 FEET WEST FROM THE WEST CURB OF
 EW6773'POTRERO AVE. DOWN 7 INCHES BELOW THE SURFACE AND PROTECTED BY A CAST
 EW6773'IRON COVER FLUSH WITH THE SIDEWALK AND IN A 15-INCH BY 15-INCH
 EW6773'CONCRETE PAD.
 EW6773
 EW6773                          STATION RECOVERY (1987)
 EW6773
 EW6773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW6773'THE MARK IS 0.3 M BELOW THE AVENUE.
 EW6773'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.00
 EW6773'MI) WEST ALONG GARVEY AVENUE FROM THE INTERSECTION OF VALLEY
 EW6773'BOULEVARD IN EL MONTE, ALSO 3.2 KM (2.00 MI) EAST OF ROSEMEAD, 8.2 M
 EW6773'(26.9 FT) WEST OF THE CENTERLINE OF POTRERO AVENUE, 31.7 M (104.0 FT)
 EW6773'SOUTH OF THE CENTERLINE OF GARVEY AVENUE, 0.3 M (1.0 FT) SOUTH OF THE
 EW6773'SOUTH EDGE OF A DRIVEWAY.  NOTE--THE MARK IS 0.3 M (1.0 FT) BELOW
 EW6773'GROUND AND MAY BE ACCESSED THROUGH A 12-INCH DIAMETER ROUND IRON LID.
 EW6773
 EW6773                          STATION RECOVERY (1989)
 EW6773
 EW6773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6773'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EL MONTE
 EW6773'AT THE INTERSECTION OF GARVEY AVE AND POTRERO AVE SET IN CONCRETE IN
 EW6773'AN 8-INCH IRON PIPE 10-INCHES BELOW WITH A CAST IRON COVER MARKED
 EW6773'COUNTY ENGINEER MONUMENT 26.8M(87.9FT) S OF THE CENTERLINE OF THE
 EW6773'EAST BOUND LANES OF GARVEY AVE 7.2M(23.6FT) W OF THE CENTERLINE OF
 EW6773'POTRERO AVE 2.1M(6.9FT) NNE OF THE CENTER OF A METAL MANHOLE MARKED
 EW6773'BELL SYSTEM 0.4M(1.3FT) W OF THE WEST CURB OF POTRERO AVE AND IS
 EW6773'LEVEL WITH THE SIDEWALK SURFACE NOTE THE STAMPING IS BM 12-8A 1971
 EW6773'R.E. 7078 AND HAS BEEN IDENTIFIED AS 12 8 A ON SUMMARY L25086/2 1989
 EW6773'AS 128A ARCHIVE NUMBER EW 6773 NOTE THE DESIGNATION FOR THIS MARK IN
 EW6773'1987 LEVELING WAS CG 4051 LA CO.
 EW6773
 EW6773                          STATION RECOVERY (1998)
 EW6773
 EW6773'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1998 (JDG)
 EW6773'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1817 ***********************************************************************
 JT1817  DESIGNATION -  12 A
 JT1817  PID         -  JT1817
 JT1817  STATE/COUNTY-  CA/NAPA
 JT1817  USGS QUAD   -  NAPA (1980)
 JT1817
 JT1817                         *CURRENT SURVEY CONTROL
 JT1817  ___________________________________________________________________
 JT1817* NAD 83(1986)-  38 17 55.     (N)    122 18 08.     (W)     SCALED    
 JT1817* NAVD 88     -        15.61   (+/-2cm)      51.2    (feet)  VERTCON   
 JT1817  ___________________________________________________________________
 JT1817  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1817  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1817
 JT1817.The horizontal coordinates were scaled from a topographic map and have
 JT1817.an estimated accuracy of +/- 6 seconds.
 JT1817
 JT1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1817.The vertical order pertains to the NGVD 29 superseded value.
 JT1817
 JT1817.The geoid height was determined by GEOID03.
 JT1817
 JT1817;                    North         East    Units  Estimated Accuracy
 JT1817;SPC CA 2     -   570,200.    1,973,560.      MT  (+/- 180 meters Scaled)
 JT1817
 JT1817                          SUPERSEDED SURVEY CONTROL
 JT1817
 JT1817  NGVD 29 (??/??/92)   14.832  (m)           48.66   (f) ADJ UNCH    1 1
 JT1817
 JT1817.Superseded values are not recommended for survey control.
 JT1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1817.See file dsdata.txt to determine how the superseded data were derived.
 JT1817
 JT1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610391(NAD 83)
 JT1817_MARKER: DD = SURVEY DISK
 JT1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1817_SP_SET: CONCRETE POST
 JT1817_MARK LOGO: CA2330
 JT1817_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1817+STABILITY: SURFACE MOTION
 JT1817
 JT1817  HISTORY     - Date     Condition        Report By
 JT1817  HISTORY     - 1971     MONUMENTED       CA2330
 JT1817
 JT1817                          STATION DESCRIPTION
 JT1817
 JT1817'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1817'ALONG HIGHWAY 29 (ST.  HELENA), NORTH BOUND LANE, EAST OF EP,
 JT1817'SOUTHEAST OF CENTERLINE OF FIRST STREET, A WELL TYPE CONCRETE
 JT1817'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0499 ***********************************************************************
 DW0499  DESIGNATION -  12 A USBR
 DW0499  PID         -  DW0499
 DW0499  STATE/COUNTY-  CA/RIVERSIDE
 DW0499  USGS QUAD   -  MORTMAR (1974)
 DW0499
 DW0499                         *CURRENT SURVEY CONTROL
 DW0499  ___________________________________________________________________
 DW0499* NAD 83(1986)-  33 32 01.     (N)    115 58 27.     (W)     SCALED    
 DW0499* NAVD 88     -       -58.385  (meters)    -191.55   (feet)  ADJUSTED  
 DW0499  ___________________________________________________________________
 DW0499  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DW0499  DYNAMIC HT  -         -58.321 (meters)    -191.34  (feet)  COMP
 DW0499  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DW0499
 DW0499  VERT ORDER  -  FIRST     CLASS I
 DW0499
 DW0499.The horizontal coordinates were scaled from a topographic map and have
 DW0499.an estimated accuracy of +/- 6 seconds.
 DW0499
 DW0499.The orthometric height was determined by differential leveling
 DW0499.and adjusted in June 1991.
 DW0499
 DW0499.The geoid height was determined by GEOID03.
 DW0499
 DW0499.The dynamic height is computed by dividing the NAVD 88
 DW0499.geopotential number by the normal gravity value computed on the
 DW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0499.degrees latitude (g = 980.6199 gals.).
 DW0499
 DW0499.The modeled gravity was interpolated from observed gravity values.
 DW0499
 DW0499;                    North         East    Units  Estimated Accuracy
 DW0499;SPC CA 6     -   651,630.    2,025,620.      MT  (+/- 180 meters Scaled)
 DW0499
 DW0499                          SUPERSEDED SURVEY CONTROL
 DW0499
 DW0499  NGVD 29 (??/??/92)  -59.063  (m)         -193.78   (f) ADJ UNCH    1 1
 DW0499
 DW0499.Superseded values are not recommended for survey control.
 DW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0499.See file dsdata.txt to determine how the superseded data were derived.
 DW0499
 DW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT952109(NAD 83)
 DW0499_MARKER: DD = SURVEY DISK
 DW0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DW0499_SP_SET: BRIDGE CURB
 DW0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0499
 DW0499  HISTORY     - Date     Condition        Report By
 DW0499  HISTORY     - UNK      MONUMENTED       BOR
 DW0499  HISTORY     - 1974     GOOD             NGS
 DW0499  HISTORY     - 1976     GOOD             NGS
 DW0499  HISTORY     - 1978     GOOD             NGS
 DW0499  HISTORY     - 1989     GOOD             USPSQD
 DW0499
 DW0499                          STATION DESCRIPTION
 DW0499
 DW0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0499'6.9 MI SE FROM MECCA.
 DW0499'6.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DW0499'FROM THE CROSSING OF 66TH AVENUE AT MECCA, 3 1/2 POLES WEST OF
 DW0499'MILEPOLE 631, AT THE CROSSING OF CLEVELAND STREET, DIRECTLY
 DW0499'OPPOSITE A RAILROAD BRIDGE OVER WASTEWAY NO. 1, 19 FEET NORTH OF
 DW0499'THE CENTER LINE OF STATE HIGHWAY 111, 91 1/2 FEET EAST OF THE
 DW0499'CENTER LINE OF THE STREET, IN THE TOP OF THE WEST END OF THE
 DW0499'NORTH CONCRETE CURB OF CONCRETE HIGHWAY BRIDGE 56-374, 6.8 FEET
 DW0499'EAST OF THE WEST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN
 DW0499'THE HIGHWAY.  SEC 29, T7S, R10E
 DW0499
 DW0499                          STATION RECOVERY (1976)
 DW0499
 DW0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0499'RECOVERED IN GOOD CONDITION.
 DW0499
 DW0499                          STATION RECOVERY (1978)
 DW0499
 DW0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0499'RECOVERED IN GOOD CONDITION.
 DW0499
 DW0499                          STATION RECOVERY (1989)
 DW0499
 DW0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DW0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0331 ***********************************************************************
 LT0331  DESIGNATION -  12 A USGS
 LT0331  PID         -  LT0331
 LT0331  STATE/COUNTY-  CA/TEHAMA
 LT0331  USGS QUAD   -  LYONSVILLE (1995)
 LT0331
 LT0331                         *CURRENT SURVEY CONTROL
 LT0331  ___________________________________________________________________
 LT0331* NAD 83(1986)-  40 20 41.     (N)    121 44 05.     (W)     SCALED    
 LT0331* NAVD 88     -      1162.612  (meters)    3814.34   (feet)  ADJUSTED  
 LT0331  ___________________________________________________________________
 LT0331  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 LT0331  DYNAMIC HT  -        1161.799 (meters)    3811.67  (feet)  COMP
 LT0331  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 LT0331
 LT0331  VERT ORDER  -  SECOND    CLASS 0
 LT0331
 LT0331.The horizontal coordinates were scaled from a topographic map and have
 LT0331.an estimated accuracy of +/- 6 seconds.
 LT0331
 LT0331.The orthometric height was determined by differential leveling
 LT0331.and adjusted in June 1991.
 LT0331
 LT0331.The geoid height was determined by GEOID03.
 LT0331
 LT0331.The dynamic height is computed by dividing the NAVD 88
 LT0331.geopotential number by the normal gravity value computed on the
 LT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0331.degrees latitude (g = 980.6199 gals.).
 LT0331
 LT0331.The modeled gravity was interpolated from observed gravity values.
 LT0331
 LT0331;                    North         East    Units  Estimated Accuracy
 LT0331;SPC CA 1     -   612,340.    2,022,540.      MT  (+/- 180 meters Scaled)
 LT0331
 LT0331                          SUPERSEDED SURVEY CONTROL
 LT0331
 LT0331  NGVD 29 (??/??/??) 1161.717  (m)         3811.40   (f) ADJUSTED    2 0
 LT0331
 LT0331.Superseded values are not recommended for survey control.
 LT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0331.See file dsdata.txt to determine how the superseded data were derived.
 LT0331
 LT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK074667(NAD 83)
 LT0331_MARKER: DD = SURVEY DISK
 LT0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0331_SP_SET: CULVERT
 LT0331_STAMPING: 3811.278 12 A 1924
 LT0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0331
 LT0331  HISTORY     - Date     Condition        Report By
 LT0331  HISTORY     - 1924     MONUMENTED       USGS
 LT0331  HISTORY     - 1934     GOOD             NGS
 LT0331
 LT0331                          STATION DESCRIPTION
 LT0331
 LT0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0331'7.8 MI W FROM MINERAL.
 LT0331'7.8 MILES WEST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0331'COUNTY, ABOUT 375 FEET EAST OF THE LYONSVILLE ROAD INTERSECTION,
 LT0331'12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT CULVERT B
 LT0331'191+50, AND IN THE WEST END OF THE SOUTH HEADWALL.  A UNITED
 LT0331'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3811.278 12 A
 LT0331'1924.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1818 ***********************************************************************
 JT1818  DESIGNATION -  12 B
 JT1818  PID         -  JT1818
 JT1818  STATE/COUNTY-  CA/NAPA
 JT1818  USGS QUAD   -  NAPA (1980)
 JT1818
 JT1818                         *CURRENT SURVEY CONTROL
 JT1818  ___________________________________________________________________
 JT1818* NAD 83(1986)-  38 17 53.     (N)    122 17 59.     (W)     SCALED    
 JT1818* NAVD 88     -        14.15   (+/-2cm)      46.4    (feet)  VERTCON   
 JT1818  ___________________________________________________________________
 JT1818  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1818  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1818
 JT1818.The horizontal coordinates were scaled from a topographic map and have
 JT1818.an estimated accuracy of +/- 6 seconds.
 JT1818
 JT1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1818.The vertical order pertains to the NGVD 29 superseded value.
 JT1818
 JT1818.The geoid height was determined by GEOID03.
 JT1818
 JT1818;                    North         East    Units  Estimated Accuracy
 JT1818;SPC CA 2     -   570,130.    1,973,780.      MT  (+/- 180 meters Scaled)
 JT1818
 JT1818                          SUPERSEDED SURVEY CONTROL
 JT1818
 JT1818  NGVD 29 (??/??/92)   13.377  (m)           43.89   (f) ADJ UNCH    1 1
 JT1818
 JT1818.Superseded values are not recommended for survey control.
 JT1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1818.See file dsdata.txt to determine how the superseded data were derived.
 JT1818
 JT1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612391(NAD 83)
 JT1818_MARKER: DD = SURVEY DISK
 JT1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1818_SP_SET: CONCRETE POST
 JT1818_MARK LOGO: CA2330
 JT1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1818+STABILITY: SURFACE MOTION
 JT1818
 JT1818  HISTORY     - Date     Condition        Report By
 JT1818  HISTORY     - 1971     MONUMENTED       CA2330
 JT1818
 JT1818                          STATION DESCRIPTION
 JT1818
 JT1818'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1818'AT INTERSECTION OF FIRST AND ORNDUFF, 10 FEET BY 10 FT (3.0 M)
 JT1818'SOUTHWEST, IN TRAFFIC ISLAND, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1818'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0250 ***********************************************************************
 MX0250  DESIGNATION -  12 C
 MX0250  PID         -  MX0250
 MX0250  STATE/COUNTY-  CA/SISKIYOU
 MX0250  USGS QUAD   -  CALLAHAN (1986)
 MX0250
 MX0250                         *CURRENT SURVEY CONTROL
 MX0250  ___________________________________________________________________
 MX0250* NAD 83(1986)-  41 20 43.     (N)    122 49 14.     (W)     SCALED    
 MX0250* NAVD 88     -       948.370  (meters)    3111.44   (feet)  ADJUSTED  
 MX0250  ___________________________________________________________________
 MX0250  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 MX0250  DYNAMIC HT  -         947.804 (meters)    3109.59  (feet)  COMP
 MX0250  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 MX0250
 MX0250  VERT ORDER  -  SECOND    CLASS 0
 MX0250
 MX0250.The horizontal coordinates were scaled from a topographic map and have
 MX0250.an estimated accuracy of +/- 6 seconds.
 MX0250
 MX0250.The orthometric height was determined by differential leveling
 MX0250.and adjusted in June 1991.
 MX0250
 MX0250.The geoid height was determined by GEOID03.
 MX0250
 MX0250.The dynamic height is computed by dividing the NAVD 88
 MX0250.geopotential number by the normal gravity value computed on the
 MX0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0250.degrees latitude (g = 980.6199 gals.).
 MX0250
 MX0250.The modeled gravity was interpolated from observed gravity values.
 MX0250
 MX0250;                    North         East    Units  Estimated Accuracy
 MX0250;SPC CA 1     -   723,730.    1,931,330.      MT  (+/- 180 meters Scaled)
 MX0250
 MX0250                          SUPERSEDED SURVEY CONTROL
 MX0250
 MX0250  NGVD 29 (??/??/??)  947.364  (m)         3108.14   (f) ADJUSTED    2 0
 MX0250
 MX0250.Superseded values are not recommended for survey control.
 MX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0250.See file dsdata.txt to determine how the superseded data were derived.
 MX0250
 MX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL150771(NAD 83)
 MX0250_MARKER: DB = BENCH MARK DISK
 MX0250_SETTING: 80 = SET IN A BOULDER
 MX0250_STAMPING: 12 C 1931
 MX0250_MARK LOGO: USGS  
 MX0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0250+STABILITY: SURFACE MOTION
 MX0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MX0250+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 MX0250
 MX0250  HISTORY     - Date     Condition        Report By
 MX0250  HISTORY     - 1931     MONUMENTED       USGS
 MX0250  HISTORY     - 1952     GOOD             CGS
 MX0250  HISTORY     - 1981     GOOD             LOCSUR
 MX0250  HISTORY     - 20030723 GOOD             CADT
 MX0250
 MX0250                          STATION DESCRIPTION
 MX0250
 MX0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0250'3 MI NW FROM CALLAHAN.
 MX0250'2.95 MILES NORTHWEST ALONG THE CALLAHAN-ETNA ROAD FROM THE POST
 MX0250'OFFICE AT CALLAHAN, AT THE JUNCTION OF A DIM TRACK ROAD LEADING
 MX0250'WEST, IN THE TOP OF A 10-BY 10-FOOT BOULDER, 192.0 FEET NORTHWEST
 MX0250'OF THE CENTER LINE OF THE MAIN ROAD, 148.0 FEET NORTHWEST OF
 MX0250'THE CENTER OF A WIRE GATE FOR THE TRACK ROAD, 47.0 FEET
 MX0250'NORTHEAST OF THE CENTER OF THE TRACK ROAD, ABOUT 15.0 FEET
 MX0250'HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED ARROW AND
 MX0250'THE LETTERS B M ON A ROCK NEAR THE MAIN ROAD.
 MX0250
 MX0250                          STATION RECOVERY (1981)
 MX0250
 MX0250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MX0250'RECOVERED IN GOOD CONDITION.
 MX0250
 MX0250                          STATION RECOVERY (2003)
 MX0250
 MX0250'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 MX0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1815 ***********************************************************************
 JT1815  DESIGNATION -  12 C
 JT1815  PID         -  JT1815
 JT1815  STATE/COUNTY-  CA/NAPA
 JT1815  USGS QUAD   -  NAPA (1980)
 JT1815
 JT1815                         *CURRENT SURVEY CONTROL
 JT1815  ___________________________________________________________________
 JT1815* NAD 83(1986)-  38 17 52.     (N)    122 17 49.     (W)     SCALED    
 JT1815* NAVD 88     -        12.06   (+/-2cm)      39.6    (feet)  VERTCON   
 JT1815  ___________________________________________________________________
 JT1815  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1815  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1815
 JT1815.The horizontal coordinates were scaled from a topographic map and have
 JT1815.an estimated accuracy of +/- 6 seconds.
 JT1815
 JT1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1815.The vertical order pertains to the NGVD 29 superseded value.
 JT1815
 JT1815.The geoid height was determined by GEOID03.
 JT1815
 JT1815;                    North         East    Units  Estimated Accuracy
 JT1815;SPC CA 2     -   570,100.    1,974,020.      MT  (+/- 180 meters Scaled)
 JT1815
 JT1815                          SUPERSEDED SURVEY CONTROL
 JT1815
 JT1815  NGVD 29 (??/??/92)   11.281  (m)           37.01   (f) ADJ UNCH    1 1
 JT1815
 JT1815.Superseded values are not recommended for survey control.
 JT1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1815.See file dsdata.txt to determine how the superseded data were derived.
 JT1815
 JT1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH614390(NAD 83)
 JT1815_MARKER: DD = SURVEY DISK
 JT1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1815_SP_SET: CONCRETE POST
 JT1815_MARK LOGO: CA2330
 JT1815_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1815+STABILITY: SURFACE MOTION
 JT1815
 JT1815  HISTORY     - Date     Condition        Report By
 JT1815  HISTORY     - 1971     MONUMENTED       CA2330
 JT1815
 JT1815                          STATION DESCRIPTION
 JT1815
 JT1815'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1815'AT INTERSECTION OF FIRST AND SEYMOUR, 10 FEET BY 10 FT (3.0 M)
 JT1815'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0284 ***********************************************************************
 DY0284  DESIGNATION -  12 C OF LB
 DY0284  PID         -  DY0284
 DY0284  STATE/COUNTY-  CA/LOS ANGELES
 DY0284  USGS QUAD   -  LONG BEACH (1981)
 DY0284
 DY0284                         *CURRENT SURVEY CONTROL
 DY0284  ___________________________________________________________________
 DY0284* NAD 83(1986)-  33 46 58.     (N)    118 11 37.     (W)     SCALED    
 DY0284* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 DY0284  ___________________________________________________________________
 DY0284  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0284  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0284
 DY0284.The horizontal coordinates were scaled from a topographic map and have
 DY0284.an estimated accuracy of +/- 6 seconds.
 DY0284
 DY0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0284.The vertical order pertains to the NGVD 29 superseded value.
 DY0284
 DY0284.The geoid height was determined by GEOID03.
 DY0284
 DY0284;                    North         East    Units  Estimated Accuracy
 DY0284;SPC CA 5     -   531,390.    1,982,070.      MT  (+/- 180 meters Scaled)
 DY0284
 DY0284                          SUPERSEDED SURVEY CONTROL
 DY0284
 DY0284  NGVD 29 (??/??/92)   10.830  (m)           35.53   (f) ADJ UNCH    1 2
 DY0284
 DY0284.Superseded values are not recommended for survey control.
 DY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0284.See file dsdata.txt to determine how the superseded data were derived.
 DY0284
 DY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT894387(NAD 83)
 DY0284_MARKER: DD = SURVEY DISK
 DY0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0284_STAMPING: B M NO 12
 DY0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0284+STABILITY: SURFACE MOTION
 DY0284
 DY0284  HISTORY     - Date     Condition        Report By
 DY0284  HISTORY     - UNK      MONUMENTED       CA1970
 DY0284  HISTORY     - 1954     GOOD             NGS
 DY0284  HISTORY     - 1958     GOOD             NGS
 DY0284
 DY0284                          STATION DESCRIPTION
 DY0284
 DY0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0284'AT LONG BEACH.
 DY0284'AT LONG BEACH, AT THE INTERSECTION OF ANAHEIM STREET AND PACIFIC
 DY0284'AVENUE, IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE INTERSECTION,
 DY0284'13.0 FEET EAST OF THE EAST CURB OF THE AVENUE, 2.2 FEET NORTH OF
 DY0284'THE NORTH CURB OF THE STREET, 0.4 FOOT BELOW THE SURFACE OF THE
 DY0284'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED
 DY0284'BY A 5-INCH METAL PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0284
 DY0284                          STATION RECOVERY (1958)
 DY0284
 DY0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0606 ***********************************************************************
 DY0606  DESIGNATION -  12 CAHD
 DY0606  PID         -  DY0606
 DY0606  STATE/COUNTY-  CA/ORANGE
 DY0606  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0606
 DY0606                         *CURRENT SURVEY CONTROL
 DY0606  ___________________________________________________________________
 DY0606* NAD 83(1986)-  33 46 27.     (N)    118 04 39.     (W)     SCALED    
 DY0606* NAVD 88     -         3.49   (+/-2cm)      11.5    (feet)  VERTCON   
 DY0606  ___________________________________________________________________
 DY0606  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0606  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0606
 DY0606.The horizontal coordinates were scaled from a topographic map and have
 DY0606.an estimated accuracy of +/- 6 seconds.
 DY0606
 DY0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0606.The vertical order pertains to the NGVD 29 superseded value.
 DY0606
 DY0606.The geoid height was determined by GEOID03.
 DY0606
 DY0606;                    North         East    Units  Estimated Accuracy
 DY0606;SPC CA 6     -   679,760.    1,830,730.      MT  (+/- 180 meters Scaled)
 DY0606
 DY0606                          SUPERSEDED SURVEY CONTROL
 DY0606
 DY0606  NGVD 29 (??/??/92)    2.76   (m)            9.1    (f) COMPUTED    1 2
 DY0606
 DY0606.Superseded values are not recommended for survey control.
 DY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0606.See file dsdata.txt to determine how the superseded data were derived.
 DY0606
 DY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT002376(NAD 83)
 DY0606_MARKER: DD = SURVEY DISK
 DY0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0606+STABILITY: SURFACE MOTION
 DY0606
 DY0606  HISTORY     - Date     Condition        Report By
 DY0606  HISTORY     - UNK      MONUMENTED       CADH
 DY0606  HISTORY     - 1955     GOOD             NGS
 DY0606  HISTORY     - 1961     GOOD             NGS
 DY0606
 DY0606                          STATION DESCRIPTION
 DY0606
 DY0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0606'2.4 MI E FROM LONG BEACH.
 DY0606'2.4 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE AVENUE) FROM
 DY0606'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION HOSPITAL
 DY0606'AT LONG BEACH, 0.2 MILE WEST OF H 898 AND THE T JUNCTION OF LOS
 DY0606'ALAMITOS BOULEVARD, 42 1/2 FEET WEST OF TELEPHONE POLE 183, 33.4
 DY0606'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.9 FEET EAST OF
 DY0606'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE AVENUE, 1.0 FOOT
 DY0606'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 DY0606
 DY0606                          STATION RECOVERY (1961)
 DY0606
 DY0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0615 ***********************************************************************
 KS0615  DESIGNATION -  12 CAHD
 KS0615  PID         -  KS0615
 KS0615  STATE/COUNTY-  CA/BUTTE
 KS0615  USGS QUAD   -  PULGA (1994)
 KS0615
 KS0615                         *CURRENT SURVEY CONTROL
 KS0615  ___________________________________________________________________
 KS0615* NAD 83(1986)-  39 46 22.     (N)    121 27 46.     (W)     SCALED    
 KS0615* NAVD 88     -       573.081  (meters)    1880.18   (feet)  ADJUSTED  
 KS0615  ___________________________________________________________________
 KS0615  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 KS0615  DYNAMIC HT  -         572.681 (meters)    1878.87  (feet)  COMP
 KS0615  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 KS0615
 KS0615  VERT ORDER  -  FIRST     CLASS II
 KS0615
 KS0615.The horizontal coordinates were scaled from a topographic map and have
 KS0615.an estimated accuracy of +/- 6 seconds.
 KS0615
 KS0615.The orthometric height was determined by differential leveling
 KS0615.and adjusted in June 1991.
 KS0615
 KS0615.The geoid height was determined by GEOID03.
 KS0615
 KS0615.The dynamic height is computed by dividing the NAVD 88
 KS0615.geopotential number by the normal gravity value computed on the
 KS0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0615.degrees latitude (g = 980.6199 gals.).
 KS0615
 KS0615.The modeled gravity was interpolated from observed gravity values.
 KS0615
 KS0615;                    North         East    Units  Estimated Accuracy
 KS0615;SPC CA 2     -   733,930.    2,046,030.      MT  (+/- 180 meters Scaled)
 KS0615
 KS0615                          SUPERSEDED SURVEY CONTROL
 KS0615
 KS0615  NGVD 29 (??/??/??)  572.312  (m)         1877.66   (f) ADJUSTED    1 2
 KS0615
 KS0615.Superseded values are not recommended for survey control.
 KS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0615.See file dsdata.txt to determine how the superseded data were derived.
 KS0615
 KS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK316036(NAD 83)
 KS0615_MARKER: DD = SURVEY DISK
 KS0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0615_SP_SET: CULVERT
 KS0615_STAMPING: 1885.10 12
 KS0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0615
 KS0615  HISTORY     - Date     Condition        Report By
 KS0615  HISTORY     - UNK      MONUMENTED       CADH
 KS0615  HISTORY     - 1952     GOOD             NGS
 KS0615  HISTORY     - 1974     GOOD             USGS
 KS0615  HISTORY     - 20040324 GOOD             CADT
 KS0615
 KS0615                          STATION DESCRIPTION
 KS0615
 KS0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0615'2.8 MI S FROM PULGA.
 KS0615'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0615'PULGA, THENCE 2.1 MILES SOUTH ALONG THE STATE HIGHWAY 24, IN THE
 KS0615'TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF AN
 KS0615'L SHAPE CONCRETE CULVERT NO. C 191+00 AND 0.4 FOOT SOUTHEAST OF
 KS0615'THE NORTHWEST END, 18.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KS0615'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- 1956 STATE
 KS0615'HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE.  NOTE-- 1974 HIGHWAY
 KS0615'40 IS NOW STATE HIGHWAY 70.
 KS0615
 KS0615                          STATION RECOVERY (1974)
 KS0615
 KS0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0615'RECOVERED IN GOOD CONDITION.
 KS0615
 KS0615                          STATION RECOVERY (2004)
 KS0615
 KS0615'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2083 ***********************************************************************
 JS2083  DESIGNATION -  12 D
 JS2083  PID         -  JS2083
 JS2083  STATE/COUNTY-  CA/SOLANO
 JS2083  USGS QUAD   -  LIBERTY ISLAND (1993)
 JS2083
 JS2083                         *CURRENT SURVEY CONTROL
 JS2083  ___________________________________________________________________
 JS2083* NAD 83(1986)-  38 17 24.     (N)    121 37 38.     (W)     SCALED    
 JS2083* NAVD 88     -         3.63   (+/-2cm)      11.9    (feet)  VERTCON   
 JS2083  ___________________________________________________________________
 JS2083  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JS2083  VERT ORDER  -  THIRD (See Below)
 JS2083
 JS2083.The horizontal coordinates were scaled from a topographic map and have
 JS2083.an estimated accuracy of +/- 6 seconds.
 JS2083
 JS2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2083.The vertical order pertains to the NGVD 29 superseded value.
 JS2083
 JS2083.The geoid height was determined by GEOID03.
 JS2083
 JS2083;                    North         East    Units  Estimated Accuracy
 JS2083;SPC CA 2     -   569,260.    2,032,610.      MT  (+/- 180 meters Scaled)
 JS2083
 JS2083                          SUPERSEDED SURVEY CONTROL
 JS2083
 JS2083  NGVD 29 (??/??/??)    2.88   (m)            9.4    (f) RESET       3  
 JS2083
 JS2083.Superseded values are not recommended for survey control.
 JS2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2083.See file dsdata.txt to determine how the superseded data were derived.
 JS2083
 JS2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH200388(NAD 83)
 JS2083_MARKER: Z = SEE DESCRIPTION
 JS2083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2083_SP_SET: CONC SLAB
 JS2083_MARK LOGO: RIRD  
 JS2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2083
 JS2083  HISTORY     - Date     Condition        Report By
 JS2083  HISTORY     - UNK      MONUMENTED       RIRD
 JS2083  HISTORY     - 1964     GOOD             CGS
 JS2083
 JS2083                          STATION DESCRIPTION
 JS2083
 JS2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2083'1.1 MI E FROM FIVE POINTS.
 JS2083'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2083'POINTS, THENCE 0.2 MILE EAST ALONG EAST RYER ISLAND ROAD,
 JS2083'0.2 MILE EAST OF THE SOUTH END OF A BRIDGE OVER MINER SLOUGH,
 JS2083'AT THE JUNCTION OF A DRIVEWAY LEADING SOUTH, 86 FEET SOUTH OF
 JS2083'THE CENTER LINE OF THE ROAD, IN THE TOP OF A 6 BY 8 1/2-FOOT
 JS2083'CONCRETE SLAB PROJECTING 1.0 FOOT ABOVE THE GROUND, 48 FEET
 JS2083'SOUTH-SOUTHWEST OF A POWER LINE POLE SUPPORTING 3 TRANSFORMERS,
 JS2083'33 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 19 FEET
 JS2083'SOUTHEAST OF THE SOUTH END OF A 6-INCH IRON PIPE, 2.8 FEET
 JS2083'WEST OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB, ABOUT 12
 JS2083'FEET LOWER THAN THE ROAD, AND THE TOP OF A 1/2 BY 2-INCH IRON
 JS2083'BAR PROJECTING 0.1 FOOT ABOVE THE SLAB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9006 ***********************************************************************
 JT9006  DESIGNATION -  12 D
 JT9006  PID         -  JT9006
 JT9006  STATE/COUNTY-  CA/NAPA
 JT9006  USGS QUAD   -  NAPA (1980)
 JT9006
 JT9006                         *CURRENT SURVEY CONTROL
 JT9006  ___________________________________________________________________
 JT9006* NAD 83(1986)-  38 17 48.     (N)    122 17 22.     (W)     SCALED    
 JT9006* NAVD 88     -         7.80   (+/-2cm)      25.6    (feet)  VERTCON   
 JT9006  ___________________________________________________________________
 JT9006  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9006  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9006
 JT9006.The horizontal coordinates were scaled from a topographic map and have
 JT9006.an estimated accuracy of +/- 6 seconds.
 JT9006
 JT9006.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9006.The vertical order pertains to the NGVD 29 superseded value.
 JT9006
 JT9006.The geoid height was determined by GEOID03.
 JT9006
 JT9006;                    North         East    Units  Estimated Accuracy
 JT9006;SPC CA 2     -   569,980.    1,974,680.      MT  (+/- 180 meters Scaled)
 JT9006
 JT9006                          SUPERSEDED SURVEY CONTROL
 JT9006
 JT9006  NGVD 29 (??/??/92)    7.02   (m)           23.0    (f) COMPUTED    2 2
 JT9006
 JT9006.Superseded values are not recommended for survey control.
 JT9006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9006.See file dsdata.txt to determine how the superseded data were derived.
 JT9006
 JT9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621389(NAD 83)
 JT9006_MARKER: DD = SURVEY DISK
 JT9006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9006_SP_SET: CONCRETE POST
 JT9006_MARK LOGO: CA2330
 JT9006_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9006+STABILITY: SURFACE MOTION
 JT9006
 JT9006  HISTORY     - Date     Condition        Report By
 JT9006  HISTORY     - 1971     MONUMENTED       CA2330
 JT9006  HISTORY     - 20080130 GOOD             INDIV
 JT9006
 JT9006                          STATION DESCRIPTION
 JT9006
 JT9006'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9006'ALONG FIRST STREET, 160 FT (48.8 M) WEST OF SCHOOL, ANGLE POINT PI
 JT9006'NEAR DRIVEWAY, 4 FT (1.2 M) NORTH OF SOUTH CURB, A WELL TYPE CONCRETE
 JT9006'MONUMENT WITH A BRASS CAP.
 JT9006
 JT9006                          STATION RECOVERY (2008)
 JT9006
 JT9006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HSI)
 JT9006'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5357 ***********************************************************************
 EW5357  DESIGNATION -  12 DF USFS
 EW5357  PID         -  EW5357
 EW5357  STATE/COUNTY-  CA/SANTA BARBARA
 EW5357  USGS QUAD   -  WHITE LEDGE PEAK (1988)
 EW5357
 EW5357                         *CURRENT SURVEY CONTROL
 EW5357  ___________________________________________________________________
 EW5357* NAD 83(1986)-  34 23 25.     (N)    119 27 47.     (W)     SCALED    
 EW5357* NAVD 88     -        48.13   (+/-2cm)     157.9    (feet)  VERTCON   
 EW5357  ___________________________________________________________________
 EW5357  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 EW5357  VERT ORDER  -  THIRD (See Below)
 EW5357
 EW5357.The horizontal coordinates were scaled from a topographic map and have
 EW5357.an estimated accuracy of +/- 6 seconds.
 EW5357
 EW5357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5357.The vertical order pertains to the NGVD 29 superseded value.
 EW5357
 EW5357.The geoid height was determined by GEOID03.
 EW5357
 EW5357;                    North         East    Units  Estimated Accuracy
 EW5357;SPC CA 5     -   599,730.    1,865,470.      MT  (+/- 180 meters Scaled)
 EW5357
 EW5357                          SUPERSEDED SURVEY CONTROL
 EW5357
 EW5357  NGVD 29 (??/??/??)   47.33   (m)          155.3    (f) RESET       3  
 EW5357
 EW5357.Superseded values are not recommended for survey control.
 EW5357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5357.See file dsdata.txt to determine how the superseded data were derived.
 EW5357
 EW5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU735081(NAD 83)
 EW5357_MARKER: DD = SURVEY DISK
 EW5357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5357_SP_SET: BRIDGE ABUTMENT
 EW5357_STAMPING: 12 DF 156 1948
 EW5357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5357
 EW5357  HISTORY     - Date     Condition        Report By
 EW5357  HISTORY     - 1948     MONUMENTED       USGS
 EW5357  HISTORY     - 1960     GOOD             NGS
 EW5357  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 EW5357
 EW5357                          STATION DESCRIPTION
 EW5357
 EW5357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW5357'4.8 MI E FROM CARPINTERIA.
 EW5357'3.05 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5357'STATION AT CARPINTERIA, THENCE 0.85 MILE NORTH ALONG BATES ROAD,
 EW5357'THENCE 0.95 MILE NORTHEAST ALONG RINCON HILL ROAD, IN THE TOP AND
 EW5357'0.9 FOOT SOUTH-SOUTHWEST OF THE NORTH END OF THE CONCRETE RETAINING
 EW5357'WALL BETWEEN THE ABUTMENT AND WING WALL AT THE NORTHWEST CORNER
 EW5357'OF BRIDGE 51-141 OVER RINCON CREEK, 10 1/2 FEET WEST-NORTHWEST OF
 EW5357'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 EW5357
 EW5357                          STATION RECOVERY (1996)
 EW5357
 EW5357'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1007 ***********************************************************************
 HR1007  DESIGNATION -  12 DOR
 HR1007  PID         -  HR1007
 HR1007  STATE/COUNTY-  CA/MONO
 HR1007  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1007
 HR1007                         *CURRENT SURVEY CONTROL
 HR1007  ___________________________________________________________________
 HR1007* NAD 83(1986)-  37 40 49.     (N)    118 56 01.     (W)     SCALED    
 HR1007* NAVD 88     -      2312.374  (meters)    7586.51   (feet)  ADJUSTED  
 HR1007  ___________________________________________________________________
 HR1007  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HR1007  DYNAMIC HT  -        2309.343 (meters)    7576.57  (feet)  COMP
 HR1007  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 HR1007  OBS GRAVITY -     979,242.2   (mgal)                       GRAV_OBS
 HR1007
 HR1007  VERT ORDER  -  FIRST     CLASS I
 HR1007
 HR1007.The horizontal coordinates were scaled from a topographic map and have
 HR1007.an estimated accuracy of +/- 6 seconds.
 HR1007
 HR1007.The orthometric height was determined by differential leveling
 HR1007.and adjusted in June 1991.
 HR1007
 HR1007.The geoid height was determined by GEOID03.
 HR1007
 HR1007.The dynamic height is computed by dividing the NAVD 88
 HR1007.geopotential number by the normal gravity value computed on the
 HR1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1007.degrees latitude (g = 980.6199 gals.).
 HR1007
 HR1007.The modeled gravity was interpolated from observed gravity values.
 HR1007.The observed gravity was obtained from relative gravimeter ties
 HR1007.to the IGSN71 gravity network.
 HR1007
 HR1007;                    North         East    Units  Estimated Accuracy
 HR1007;SPC CA 3     -   632,140.    2,138,160.      MT  (+/- 180 meters Scaled)
 HR1007
 HR1007                          SUPERSEDED SURVEY CONTROL
 HR1007
 HR1007.No superseded survey control is available for this station.
 HR1007
 HR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB294721(NAD 83)
 HR1007_MARKER: DE = TRAVERSE STATION DISK
 HR1007_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1007+WITH SETTING: INFORMATION.
 HR1007_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR1007_STAMPING: 12 DOR 1975
 HR1007_MARK LOGO: USGS  
 HR1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1007+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR1007
 HR1007  HISTORY     - Date     Condition        Report By
 HR1007  HISTORY     - 1975     MONUMENTED       USGS
 HR1007  HISTORY     - 1985     GOOD             USGS
 HR1007  HISTORY     - 1986     GOOD             NGS
 HR1007  HISTORY     - 1987     GOOD             NGS
 HR1007  HISTORY     - 19881010 GOOD             NGS
 HR1007  HISTORY     - 19910816 GOOD             NGS
 HR1007
 HR1007                          STATION DESCRIPTION
 HR1007
 HR1007'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1007'RECOVERED IN GOOD CONDITION.
 HR1007
 HR1007                          STATION RECOVERY (1986)
 HR1007
 HR1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1007'9.8 KM (6.1 MI) NE FROM MAMMOTH LAKES.
 HR1007'THE MARK IS 0.6 M ABOVE THE ROAD.
 HR1007'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1007'MAMMOTH LAKES, THENCE 3.32 KM (2.06 MI) NORTHWEST ALONG US HIGHWAY
 HR1007'395, THENCE 0.52 KM (0.32 MI) NORTH ALONG A DIRT ROAD TO THE TOP OF A
 HR1007'LOW GRADE AND A ROAD LEADING EAST, THENCE CONTINUE AHEAD NORTH ALONG
 HR1007'THE FIRST ROAD FOR 1.02 KM (0.63 MI), 47.8 METERS (157 FT) EAST OF THE
 HR1007'CENTER OF THE DIRT ROAD AND 1.5 METERS (5 FT) EAST OF THE WEST LEG OF
 HR1007'A DOUBLE POWER POLE WITH A GUY WIRE.  A SHALLOW-SET METAL ROD ENCASED
 HR1007'IN A PIPE FLUSH WITH THE GROUND.
 HR1007'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 HR1007
 HR1007                          STATION RECOVERY (1987)
 HR1007
 HR1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1007'RECOVERED IN GOOD CONDITION.
 HR1007
 HR1007                          STATION RECOVERY (1988)
 HR1007
 HR1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1007'RECOVERED IN GOOD CONDITION.
 HR1007
 HR1007                          STATION RECOVERY (1991)
 HR1007
 HR1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1007'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1007'IN MAMMOTH LAKES, THENCE 3.3 KM (2.1 MI) NORTHWESTERLY ALONG U.S.
 HR1007'HIGHWAY 395, THENCE 1.5 KM (0.9 MI) NORTHERLY ALONG A DIRT ROAD, 47.8
 HR1007'M (156.8 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 5.7 M
 HR1007'(18.7 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 2.1 M (6.9 FT)
 HR1007'EAST OF THE WEST LEG OF DOUBLE UTILITY POLE NUMBER 4099509E, AND 1.1 M
 HR1007'(3.6 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 HR1007'4-INCH PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 HR1007'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1181 ***********************************************************************
 GU1181  DESIGNATION -  12 DWR
 GU1181  PID         -  GU1181
 GU1181  STATE/COUNTY-  CA/MADERA
 GU1181  USGS QUAD   -  GRAVELLY FORD (1978)
 GU1181
 GU1181                         *CURRENT SURVEY CONTROL
 GU1181  ___________________________________________________________________
 GU1181* NAD 83(1986)-  36 48 27.     (N)    120 10 31.     (W)     SCALED    
 GU1181* NAVD 88     -        61.78   (+/-2cm)     202.7    (feet)  VERTCON   
 GU1181  ___________________________________________________________________
 GU1181  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GU1181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1181
 GU1181.The horizontal coordinates were scaled from a topographic map and have
 GU1181.an estimated accuracy of +/- 6 seconds.
 GU1181
 GU1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1181.The vertical order pertains to the NGVD 29 superseded value.
 GU1181
 GU1181.The geoid height was determined by GEOID03.
 GU1181
 GU1181;                    North         East    Units  Estimated Accuracy
 GU1181;SPC CA 3     -   534,180.    2,028,980.      MT  (+/- 180 meters Scaled)
 GU1181
 GU1181                          SUPERSEDED SURVEY CONTROL
 GU1181
 GU1181  NGVD 29 (??/??/92)   61.05   (m)          200.3    (f) COMPUTED    2 0
 GU1181
 GU1181.Superseded values are not recommended for survey control.
 GU1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1181.See file dsdata.txt to determine how the superseded data were derived.
 GU1181
 GU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF519772(NAD 83)
 GU1181_MARKER: DD = SURVEY DISK
 GU1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1181_STAMPING: RE 9769-12 1958
 GU1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1181+STABILITY: SURFACE MOTION
 GU1181
 GU1181  HISTORY     - Date     Condition        Report By
 GU1181  HISTORY     - 1958     MONUMENTED       CADWR
 GU1181  HISTORY     - 1965     GOOD             NGS
 GU1181
 GU1181                          STATION DESCRIPTION
 GU1181
 GU1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GU1181'23.1 MI SE FROM FIREBAUGH.
 GU1181'6.2 MILES EAST ALONG THE FIREBAUGH-MADERA ROAD FROM THE
 GU1181'COURTHOUSE AT FIREBAUGH, THENCE 1.5 MILES NORTHEAST ALONG
 GU1181'FIREBAUGH BOULEVARD, THENCE 7.95 MILES SOUTH ALONG A ROAD ON
 GU1181'THE WEST LEVEE OF THE CHOWCHILLA CANAL, THENCE 7.45 MILES EAST
 GU1181'ALONG A TRACK ROAD, IN R16E T13S, 0.3 MILE WEST OF THE SOUTHEAST
 GU1181'CORNER OF SECTION 12, 18 FEET EAST OF THE CENTER LINE OF THE
 GU1181'ROAD, 10 FEET EAST OF THE EAST END OF A CATTLEGUARD, 40 FEET
 GU1181'WEST OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A FENCE, 2.4 FEET
 GU1181'WEST OF A WITNESS POST, 60 FEET NORTH OF THE CENTER LINE OF A
 GU1181'ROAD LEADING EAST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GU1181'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9007 ***********************************************************************
 JT9007  DESIGNATION -  12 F
 JT9007  PID         -  JT9007
 JT9007  STATE/COUNTY-  CA/NAPA
 JT9007  USGS QUAD   -  NAPA (1980)
 JT9007
 JT9007                         *CURRENT SURVEY CONTROL
 JT9007  ___________________________________________________________________
 JT9007* NAD 83(1986)-  38 17 54.     (N)    122 17 10.     (W)     SCALED    
 JT9007* NAVD 88     -         6.22   (+/-2cm)      20.4    (feet)  VERTCON   
 JT9007  ___________________________________________________________________
 JT9007  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9007  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9007
 JT9007.The horizontal coordinates were scaled from a topographic map and have
 JT9007.an estimated accuracy of +/- 6 seconds.
 JT9007
 JT9007.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9007.The vertical order pertains to the NGVD 29 superseded value.
 JT9007
 JT9007.The geoid height was determined by GEOID03.
 JT9007
 JT9007;                    North         East    Units  Estimated Accuracy
 JT9007;SPC CA 2     -   570,160.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9007
 JT9007                          SUPERSEDED SURVEY CONTROL
 JT9007
 JT9007  NGVD 29 (??/??/92)    5.44   (m)           17.8    (f) COMPUTED    2 2
 JT9007
 JT9007.Superseded values are not recommended for survey control.
 JT9007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9007.See file dsdata.txt to determine how the superseded data were derived.
 JT9007
 JT9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624391(NAD 83)
 JT9007_MARKER: DD = SURVEY DISK
 JT9007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9007_SP_SET: CONCRETE POST
 JT9007_MARK LOGO: CA2330
 JT9007_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9007+STABILITY: SURFACE MOTION
 JT9007
 JT9007  HISTORY     - Date     Condition        Report By
 JT9007  HISTORY     - 1971     MONUMENTED       CA2330
 JT9007
 JT9007                          STATION DESCRIPTION
 JT9007
 JT9007'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9007'AT FIRST STREET AND MAIN, 10 FEET BY 10 FEET NORTHWEST, A WELL TYPE
 JT9007'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2269 ***********************************************************************
 EV2269  DESIGNATION -  12 FMK
 EV2269  PID         -  EV2269
 EV2269  STATE/COUNTY-  CA/KERN
 EV2269  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2269
 EV2269                         *CURRENT SURVEY CONTROL
 EV2269  ___________________________________________________________________
 EV2269* NAD 83(1986)-  34 59 58.     (N)    117 40 33.     (W)     SCALED    
 EV2269* NAVD 88     -       744.493  (meters)    2442.56   (feet)  ADJUSTED  
 EV2269  ___________________________________________________________________
 EV2269  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2269  DYNAMIC HT  -         743.658 (meters)    2439.82  (feet)  COMP
 EV2269  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 EV2269
 EV2269  VERT ORDER  -  FIRST     CLASS I
 EV2269
 EV2269.The horizontal coordinates were scaled from a topographic map and have
 EV2269.an estimated accuracy of +/- 6 seconds.
 EV2269
 EV2269.The orthometric height was determined by differential leveling
 EV2269.and adjusted in June 1991.
 EV2269
 EV2269.The geoid height was determined by GEOID03.
 EV2269
 EV2269.The dynamic height is computed by dividing the NAVD 88
 EV2269.geopotential number by the normal gravity value computed on the
 EV2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2269.degrees latitude (g = 980.6199 gals.).
 EV2269
 EV2269.The modeled gravity was interpolated from observed gravity values.
 EV2269
 EV2269;                    North         East    Units  Estimated Accuracy
 EV2269;SPC CA 5     -   666,380.    2,029,590.      MT  (+/- 180 meters Scaled)
 EV2269
 EV2269                          SUPERSEDED SURVEY CONTROL
 EV2269
 EV2269  NGVD 29 (??/??/92)  743.695  (m)         2439.94   (f) ADJ UNCH    1 1
 EV2269
 EV2269.Superseded values are not recommended for survey control.
 EV2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2269.See file dsdata.txt to determine how the superseded data were derived.
 EV2269
 EV2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU383731(NAD 83)
 EV2269_MARKER: DD = SURVEY DISK
 EV2269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2269_SP_SET: CONCRETE BASE
 EV2269_STAMPING: 12 FMK 1973
 EV2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2269
 EV2269  HISTORY     - Date     Condition        Report By
 EV2269  HISTORY     - 1973     MONUMENTED       USGS
 EV2269  HISTORY     - 1974     GOOD             NGS
 EV2269  HISTORY     - 1977     GOOD             NGS
 EV2269
 EV2269                          STATION DESCRIPTION
 EV2269
 EV2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2269'1.4 MI W FROM BORON.
 EV2269'1.05 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2269'FROM THE STATION AT BORON, THENCE 0.3 MILE SOUTHWEST ALONG
 EV2269'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 1 POLE
 EV2269'WEST OF THE CROSSING OF A TELEPHONE LINE, 59.7 FEET SOUTH OF
 EV2269'THE SOUTH RAIL OF THE MAIN TRACK, 8.8 FEET NORTH OF THE NORTH
 EV2269'RAIL, 56 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM TELEPHONE
 EV2269'POLE 195-12, 34 1/2 FEET WEST-SOUTHWEST OF TELEPHONE POLE G, IN
 EV2269'THE TOP OF THE CENTER ALONG THE WEST SIDE OF A 1 1/2- BY
 EV2269'1 1/2-FOOT CONCRETE BASE OF A FORMER SIGNAL WHICH PROJECTS ABOUT
 EV2269'1 1/2 FEET ABOVE THE GROUND, 2.0 FEET WEST OF THE WEST END OF A
 EV2269'CONCRETE BATTERY BOX, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 EV2269'SECTION 36, T 11N, R 8W
 EV2269
 EV2269                          STATION RECOVERY (1977)
 EV2269
 EV2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9008 ***********************************************************************
 JT9008  DESIGNATION -  12 G
 JT9008  PID         -  JT9008
 JT9008  STATE/COUNTY-  CA/NAPA
 JT9008  USGS QUAD   -  NAPA (1980)
 JT9008
 JT9008                         *CURRENT SURVEY CONTROL
 JT9008  ___________________________________________________________________
 JT9008* NAD 83(1986)-  38 18 06.     (N)    122 16 52.     (W)     SCALED    
 JT9008* NAVD 88     -         5.30   (+/-2cm)      17.4    (feet)  VERTCON   
 JT9008  ___________________________________________________________________
 JT9008  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9008  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9008
 JT9008.The horizontal coordinates were scaled from a topographic map and have
 JT9008.an estimated accuracy of +/- 6 seconds.
 JT9008
 JT9008.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9008.The vertical order pertains to the NGVD 29 superseded value.
 JT9008
 JT9008.The geoid height was determined by GEOID03.
 JT9008
 JT9008;                    North         East    Units  Estimated Accuracy
 JT9008;SPC CA 2     -   570,530.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9008
 JT9008                          SUPERSEDED SURVEY CONTROL
 JT9008
 JT9008  NGVD 29 (??/??/92)    4.52   (m)           14.8    (f) COMPUTED    2 2
 JT9008
 JT9008.Superseded values are not recommended for survey control.
 JT9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9008.See file dsdata.txt to determine how the superseded data were derived.
 JT9008
 JT9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628395(NAD 83)
 JT9008_MARKER: DD = SURVEY DISK
 JT9008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9008_SP_SET: CONCRETE POST
 JT9008_MARK LOGO: CA2330
 JT9008_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9008+STABILITY: SURFACE MOTION
 JT9008
 JT9008  HISTORY     - Date     Condition        Report By
 JT9008  HISTORY     - 1971     MONUMENTED       CA2330
 JT9008
 JT9008                          STATION DESCRIPTION
 JT9008
 JT9008'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9008'ALONG VERNON STREET, 10 FT (3.0 M) NORTH OF CENTERLINE OF FIRST
 JT9008'STREET, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1912 ***********************************************************************
 DY1912  DESIGNATION -  12 H C OF LA
 DY1912  PID         -  DY1912
 DY1912  STATE/COUNTY-  CA/LOS ANGELES
 DY1912  USGS QUAD   -  TORRANCE (1981)
 DY1912
 DY1912                         *CURRENT SURVEY CONTROL
 DY1912  ___________________________________________________________________
 DY1912* NAD 83(1986)-  33 50 37.     (N)    118 17 56.     (W)     SCALED    
 DY1912* NAVD 88     -        13.31   (+/-2cm)      43.7    (feet)  VERTCON   
 DY1912  ___________________________________________________________________
 DY1912  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DY1912  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1912
 DY1912.The horizontal coordinates were scaled from a topographic map and have
 DY1912.an estimated accuracy of +/- 6 seconds.
 DY1912
 DY1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1912.The vertical order pertains to the NGVD 29 superseded value.
 DY1912
 DY1912.The geoid height was determined by GEOID03.
 DY1912
 DY1912;                    North         East    Units  Estimated Accuracy
 DY1912;SPC CA 5     -   538,160.    1,972,340.      MT  (+/- 180 meters Scaled)
 DY1912
 DY1912                          SUPERSEDED SURVEY CONTROL
 DY1912
 DY1912  NGVD 29 (??/??/92)   12.557  (m)           41.20   (f) ADJ UNCH    1 2
 DY1912
 DY1912.Superseded values are not recommended for survey control.
 DY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1912.See file dsdata.txt to determine how the superseded data were derived.
 DY1912
 DY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798455(NAD 83)
 DY1912_MARKER: DD = SURVEY DISK
 DY1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1912_STAMPING: 41.28 12 H
 DY1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1912+STABILITY: SURFACE MOTION
 DY1912
 DY1912  HISTORY     - Date     Condition        Report By
 DY1912  HISTORY     - UNK      MONUMENTED       CA1980
 DY1912  HISTORY     - 1946     GOOD             NGS
 DY1912  HISTORY     - 1961     MARK NOT FOUND   CA-037
 DY1912
 DY1912                          STATION DESCRIPTION
 DY1912
 DY1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1912'1.9 MI NE FROM TORRANCE.
 DY1912'1.1 MILE EAST ALONG CARSON STEET FROM CROSSING OF ARLINGTON AVENUE
 DY1912'AT TORRANCE, THENCE 0.8 MILE NORTH ALONG NORMANDIE AVENUE, AT THE
 DY1912'INTERSECTION OF MILTON STREET AND NORMANDIE AVENUE, 40.0 FEET
 DY1912'SOUTH OF THE PRODUCED CENTERLINE OF MILTON STREET, 1.9 FEET WEST
 DY1912'OF THE WEST CURB OF NORMANDIE AVENUE, 17.3 FEET EAST OF THE EAST
 DY1912'RAIL OF THE PACIFIC ELECTRIC RAILWAY, 1.6 FEET NORTH OF A 4 X 4
 DY1912'WHITE WOODEN REFERENCE POST STENCILED USBM, FLUSH WITH THE TOP
 DY1912'OF THE CURB.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 41.28
 DY1912'12 H AND SET IN THE TOP OF A CONCRETE POST.
 DY1912
 DY1912                          STATION RECOVERY (1961)
 DY1912
 DY1912'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 DY1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0074 ***********************************************************************
 GU0074  DESIGNATION -  12 HI
 GU0074  PID         -  GU0074
 GU0074  STATE/COUNTY-  CA/FRESNO
 GU0074  USGS QUAD   -  CHANEY RANCH (1971)
 GU0074
 GU0074                         *CURRENT SURVEY CONTROL
 GU0074  ___________________________________________________________________
 GU0074* NAD 83(1986)-  36 43 35.     (N)    120 36 04.     (W)     SCALED    
 GU0074* NAVD 88     -       101.01   (+/-2cm)     331.4    (feet)  VERTCON   
 GU0074  ___________________________________________________________________
 GU0074  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GU0074  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0074
 GU0074.The horizontal coordinates were scaled from a topographic map and have
 GU0074.an estimated accuracy of +/- 6 seconds.
 GU0074
 GU0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0074.The vertical order pertains to the NGVD 29 superseded value.
 GU0074
 GU0074.The geoid height was determined by GEOID03.
 GU0074
 GU0074;                    North         East    Units  Estimated Accuracy
 GU0074;SPC CA 4     -   655,770.    1,856,990.      MT  (+/- 180 meters Scaled)
 GU0074
 GU0074                          SUPERSEDED SURVEY CONTROL
 GU0074
 GU0074  NGVD 29 (??/??/92)  100.219  (m)          328.80   (f) ADJ UNCH    1 1
 GU0074
 GU0074.Superseded values are not recommended for survey control.
 GU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0074.See file dsdata.txt to determine how the superseded data were derived.
 GU0074
 GU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF142672(NAD 83)
 GU0074_MARKER: DD = SURVEY DISK
 GU0074_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0074_SP_SET: FOUNDATION
 GU0074_MARK LOGO: USGS  
 GU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0074+STABILITY: SURFACE MOTION
 GU0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0074+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989
 GU0074
 GU0074  HISTORY     - Date     Condition        Report By
 GU0074  HISTORY     - UNK      MONUMENTED       USGS
 GU0074  HISTORY     - 1967     GOOD             NGS
 GU0074  HISTORY     - 1975     GOOD             NGS
 GU0074  HISTORY     - 19891128 GOOD             NGS
 GU0074
 GU0074                          STATION DESCRIPTION
 GU0074
 GU0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0074'19.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0074'19.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0074'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0074'R12E T14S, SECTION 12, AT THE CROSSING OF BRANNON AVENUE, ACROSS
 GU0074'THE ROAD FROM LA HOLLA RANCH HEADQUARTERS, 230 FEET WEST OF THE
 GU0074'CENTER LINE OF THE AVENUE, IN THE TOP OF THE SOUTHEAST CORNER
 GU0074'OF THE CONCRETE FOUNDATION FOR A 6- BY 7-FOOT ALUMINUM BUILDING
 GU0074'HOUSING A U.S. GEOLOGICAL SURVEY COMPACTION RECORDER, AND ABOUT
 GU0074'3 FEET LOWER THAN THE ROAD.
 GU0074
 GU0074                          STATION RECOVERY (1975)
 GU0074
 GU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0074'RECOVERED IN GOOD CONDITION.
 GU0074
 GU0074                          STATION RECOVERY (1989)
 GU0074
 GU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2219 ***********************************************************************
 EW2219  DESIGNATION -  12 K 21 C OF LA
 EW2219  PID         -  EW2219
 EW2219  STATE/COUNTY-  CA/LOS ANGELES
 EW2219  USGS QUAD   -  VAN NUYS (1972)
 EW2219
 EW2219                         *CURRENT SURVEY CONTROL
 EW2219  ___________________________________________________________________
 EW2219* NAD 83(1986)-  34 09 02.     (N)    118 26 55.     (W)     SCALED    
 EW2219* NAVD 88     -       200.68   (+/-2cm)     658.4    (feet)  VERTCON   
 EW2219  ___________________________________________________________________
 EW2219  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW2219  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2219
 EW2219.The horizontal coordinates were scaled from a topographic map and have
 EW2219.an estimated accuracy of +/- 6 seconds.
 EW2219
 EW2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2219.The vertical order pertains to the NGVD 29 superseded value.
 EW2219
 EW2219.The geoid height was determined by GEOID03.
 EW2219
 EW2219;                    North         East    Units  Estimated Accuracy
 EW2219;SPC CA 5     -   572,260.    1,958,630.      MT  (+/- 180 meters Scaled)
 EW2219
 EW2219                          SUPERSEDED SURVEY CONTROL
 EW2219
 EW2219  NGVD 29 (??/??/92)  199.89   (m)          655.8    (f) COMPUTED    1 1
 EW2219
 EW2219.Superseded values are not recommended for survey control.
 EW2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2219.See file dsdata.txt to determine how the superseded data were derived.
 EW2219
 EW2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664797(NAD 83)
 EW2219_MARKER: Z = SEE DESCRIPTION
 EW2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2219_STAMPING: 12-K-21 1941
 EW2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2219+STABILITY: SURFACE MOTION
 EW2219
 EW2219  HISTORY     - Date     Condition        Report By
 EW2219  HISTORY     - 1941     MONUMENTED       CA1980
 EW2219  HISTORY     - 1968     GOOD             CA1980
 EW2219
 EW2219                          STATION DESCRIPTION
 EW2219
 EW2219'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2219'AT LOS ANGELES.
 EW2219'STANDARD TRAVERSE MONUMENT VAN NUYS G-6B, STAMPED 12-K-21 1941,
 EW2219'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND VAN
 EW2219'NUYS BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2214 ***********************************************************************
 EW2214  DESIGNATION -  12 K 22 C OF LA
 EW2214  PID         -  EW2214
 EW2214  STATE/COUNTY-  CA/LOS ANGELES
 EW2214  USGS QUAD   -  VAN NUYS (1972)
 EW2214
 EW2214                         *CURRENT SURVEY CONTROL
 EW2214  ___________________________________________________________________
 EW2214* NAD 83(1986)-  34 08 57.     (N)    118 26 23.     (W)     SCALED    
 EW2214* NAVD 88     -       205.07   (+/-2cm)     672.8    (feet)  VERTCON   
 EW2214  ___________________________________________________________________
 EW2214  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2214  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2214
 EW2214.The horizontal coordinates were scaled from a topographic map and have
 EW2214.an estimated accuracy of +/- 6 seconds.
 EW2214
 EW2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2214.The vertical order pertains to the NGVD 29 superseded value.
 EW2214
 EW2214.The geoid height was determined by GEOID03.
 EW2214
 EW2214;                    North         East    Units  Estimated Accuracy
 EW2214;SPC CA 5     -   572,100.    1,959,450.      MT  (+/- 180 meters Scaled)
 EW2214
 EW2214                          SUPERSEDED SURVEY CONTROL
 EW2214
 EW2214  NGVD 29 (??/??/92)  204.29   (m)          670.2    (f) COMPUTED    1 1
 EW2214
 EW2214.Superseded values are not recommended for survey control.
 EW2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2214.See file dsdata.txt to determine how the superseded data were derived.
 EW2214
 EW2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT672796(NAD 83)
 EW2214_MARKER: Z = SEE DESCRIPTION
 EW2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2214_STAMPING: 12-K-22 1941
 EW2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2214+STABILITY: SURFACE MOTION
 EW2214
 EW2214  HISTORY     - Date     Condition        Report By
 EW2214  HISTORY     - 1941     MONUMENTED       CA1980
 EW2214  HISTORY     - 1968     GOOD             CA1980
 EW2214
 EW2214                          STATION DESCRIPTION
 EW2214
 EW2214'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2214'AT LOS ANGELES.
 EW2214'STANDARD TRAVERSE MONUMENT VAN NUYS H-7B, STAMPED 12-K-22
 EW2214'1941, ON THE CENTER LINE OF VENTURA BOULEVARD, 14.985 FEET
 EW2214'EASTERLY OF THE CENTER LINE OF HAZELTINE AVENUE FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2208 ***********************************************************************
 EW2208  DESIGNATION -  12 L 20 C OF LA
 EW2208  PID         -  EW2208
 EW2208  STATE/COUNTY-  CA/LOS ANGELES
 EW2208  USGS QUAD   -  VAN NUYS (1972)
 EW2208
 EW2208                         *CURRENT SURVEY CONTROL
 EW2208  ___________________________________________________________________
 EW2208* NAD 83(1986)-  34 08 52.     (N)    118 25 53.     (W)     SCALED    
 EW2208* NAVD 88     -       195.76   (+/-2cm)     642.3    (feet)  VERTCON   
 EW2208  ___________________________________________________________________
 EW2208  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW2208  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2208
 EW2208.The horizontal coordinates were scaled from a topographic map and have
 EW2208.an estimated accuracy of +/- 6 seconds.
 EW2208
 EW2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2208.The vertical order pertains to the NGVD 29 superseded value.
 EW2208
 EW2208.The geoid height was determined by GEOID03.
 EW2208
 EW2208;                    North         East    Units  Estimated Accuracy
 EW2208;SPC CA 5     -   571,940.    1,960,220.      MT  (+/- 180 meters Scaled)
 EW2208
 EW2208                          SUPERSEDED SURVEY CONTROL
 EW2208
 EW2208  NGVD 29 (??/??/92)  194.98   (m)          639.7    (f) COMPUTED    1 1
 EW2208
 EW2208.Superseded values are not recommended for survey control.
 EW2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2208.See file dsdata.txt to determine how the superseded data were derived.
 EW2208
 EW2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680794(NAD 83)
 EW2208_MARKER: Z = SEE DESCRIPTION
 EW2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2208_STAMPING: 12-L-20 1941
 EW2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2208+STABILITY: SURFACE MOTION
 EW2208
 EW2208  HISTORY     - Date     Condition        Report By
 EW2208  HISTORY     - 1941     MONUMENTED       CA1980
 EW2208  HISTORY     - 1968     GOOD             CA1980
 EW2208
 EW2208                          STATION DESCRIPTION
 EW2208
 EW2208'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2208'AT LOS ANGELES.
 EW2208'STANDARD TRAVERSE MONUMENT VAN NUYS I-7B, STAMPED 12-L-20
 EW2208'1941, ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD
 EW2208'AND WOODMAN AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2202 ***********************************************************************
 EW2202  DESIGNATION -  12 L 21
 EW2202  PID         -  EW2202
 EW2202  STATE/COUNTY-  CA/LOS ANGELES
 EW2202  USGS QUAD   -  VAN NUYS (1972)
 EW2202
 EW2202                         *CURRENT SURVEY CONTROL
 EW2202  ___________________________________________________________________
 EW2202* NAD 83(2007)-  34 08 47.68649(N)    118 25 21.01819(W)     ADJUSTED  
 EW2202* NAVD 88     -       192.779  (meters)     632.48   (feet)  ADJUSTED  
 EW2202  ___________________________________________________________________
 EW2202  EPOCH DATE  -        2007.00
 EW2202  X           -  -2,515,157.053 (meters)                     COMP
 EW2202  Y           -  -4,647,321.714 (meters)                     COMP
 EW2202  Z           -   3,560,003.082 (meters)                     COMP
 EW2202  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 EW2202  ELLIP HEIGHT-         158.052 (meters)          (02/10/07) ADJUSTED
 EW2202  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW2202  DYNAMIC HT  -         192.572 (meters)     631.80  (feet)  COMP
 EW2202
 EW2202  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW2202  Type    PID    Designation                      North   East  Ellip
 EW2202  -------------------------------------------------------------------
 EW2202  NETWORK EW2202 12 L 21                           1.02   1.37   5.84
 EW2202  -------------------------------------------------------------------
 EW2202  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 EW2202
 EW2202  VERT ORDER  -  FIRST     CLASS I
 EW2202
 EW2202.The horizontal coordinates were established by GPS observations
 EW2202.and adjusted by the National Geodetic Survey in February 2007.
 EW2202
 EW2202.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW2202.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW2202.The horizontal coordinates are valid at the epoch date displayed above.
 EW2202.The epoch date for horizontal control is a decimal equivalence
 EW2202.of Year/Month/Day.
 EW2202
 EW2202.The orthometric height was determined by differential leveling
 EW2202.and adjusted in June 1995.
 EW2202
 EW2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW2202
 EW2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW2202
 EW2202.The ellipsoidal height was determined by GPS observations
 EW2202.and is referenced to NAD 83.
 EW2202
 EW2202.The geoid height was determined by GEOID03.
 EW2202
 EW2202.The dynamic height is computed by dividing the NAVD 88
 EW2202.geopotential number by the normal gravity value computed on the
 EW2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2202.degrees latitude (g = 980.6199 gals.).
 EW2202
 EW2202.The modeled gravity was interpolated from observed gravity values.
 EW2202
 EW2202;                    North         East     Units Scale Factor Converg.
 EW2202;SPC CA 5     -   571,804.097 1,961,035.129   MT  0.99997739   -0 14 27.0
 EW2202;SPC CA 5     - 1,875,993.94  6,433,829.42   sFT  0.99997739   -0 14 27.0
 EW2202;UTM  11      - 3,779,322.545   368,855.785   MT  0.99981201   -0 47 54.9
 EW2202
 EW2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW2202!SPC CA 5     -   0.99997519  x   0.99997739  =   0.99995258
 EW2202!UTM  11      -   0.99997519  x   0.99981201  =   0.99978720
 EW2202
 EW2202                          SUPERSEDED SURVEY CONTROL
 EW2202
 EW2202  NAD 83(1994)-  34 08 47.67525(N)    118 25 21.00594(W) AD(1995.00) 1
 EW2202  ELLIP H (11/30/95)  158.068  (m)                       GP(1995.00) 4 2
 EW2202  NAVD 88 (11/30/95)  192.78   (m)          632.5    (f) LEVELING    3  
 EW2202  NGVD 29 (??/??/92)  192.02   (m)          630.0    (f) COMPUTED    1 1
 EW2202
 EW2202.Superseded values are not recommended for survey control.
 EW2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2202.See file dsdata.txt to determine how the superseded data were derived.
 EW2202
 EW2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6885679323(NAD 83)
 EW2202_MARKER: DD = SURVEY DISK
 EW2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2202_STAMPING: 12-L-21 1941
 EW2202_MARK LOGO: CA1980
 EW2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2202+STABILITY: SURFACE MOTION
 EW2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2202+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2202
 EW2202  HISTORY     - Date     Condition        Report By
 EW2202  HISTORY     - 1941     MONUMENTED       CA1980
 EW2202  HISTORY     - 1968     GOOD             CA1980
 EW2202  HISTORY     - 19940819 GOOD             NGS
 EW2202
 EW2202                          STATION DESCRIPTION
 EW2202
 EW2202'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2202'AT LOS ANGELES.
 EW2202'STANDARD TRAVERSE MONUMENT VAN NUYS J-7B, STAMPED 12-L-21 1941,
 EW2202'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND FULTON
 EW2202'AVENUE.
 EW2202
 EW2202                          STATION RECOVERY (1994)
 EW2202
 EW2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2202'IN SHERMAN OAKS, AT THE INTERSECTION OF VENTURA BOULEVARD AND FULTON
 EW2202'AVENUE, IN THE CENTER OF THE INTERSECTION, AND 0.5 M (1.6 FT) BELOW
 EW2202'THE LEVEL OF THE INTERSECTION.  NOTE--ACCESS TO THE MONUMENT IS
 EW2202'THROUGH AN 8-INCH METAL COVER CAST CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2197 ***********************************************************************
 EW2197  DESIGNATION -  12 L 22 C OF LA
 EW2197  PID         -  EW2197
 EW2197  STATE/COUNTY-  CA/LOS ANGELES
 EW2197  USGS QUAD   -  VAN NUYS (1972)
 EW2197
 EW2197                         *CURRENT SURVEY CONTROL
 EW2197  ___________________________________________________________________
 EW2197* NAD 83(1986)-  34 08 40.     (N)    118 24 50.     (W)     SCALED    
 EW2197* NAVD 88     -       193.94   (+/-2cm)     636.3    (feet)  VERTCON   
 EW2197  ___________________________________________________________________
 EW2197  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW2197  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2197
 EW2197.The horizontal coordinates were scaled from a topographic map and have
 EW2197.an estimated accuracy of +/- 6 seconds.
 EW2197
 EW2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2197.The vertical order pertains to the NGVD 29 superseded value.
 EW2197
 EW2197.The geoid height was determined by GEOID03.
 EW2197
 EW2197;                    North         East    Units  Estimated Accuracy
 EW2197;SPC CA 5     -   571,560.    1,961,830.      MT  (+/- 180 meters Scaled)
 EW2197
 EW2197                          SUPERSEDED SURVEY CONTROL
 EW2197
 EW2197  NGVD 29 (??/??/92)  193.16   (m)          633.7    (f) COMPUTED    1 1
 EW2197
 EW2197.Superseded values are not recommended for survey control.
 EW2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2197.See file dsdata.txt to determine how the superseded data were derived.
 EW2197
 EW2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT696790(NAD 83)
 EW2197_MARKER: Z = SEE DESCRIPTION
 EW2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2197_STAMPING: 12-L-22 1941
 EW2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2197+STABILITY: SURFACE MOTION
 EW2197
 EW2197  HISTORY     - Date     Condition        Report By
 EW2197  HISTORY     - 1941     MONUMENTED       CA1980
 EW2197  HISTORY     - 1968     GOOD             CA1980
 EW2197
 EW2197                          STATION DESCRIPTION
 EW2197
 EW2197'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2197'AT LOS ANGELES.
 EW2197'STANDARD SURVEY MONUMENT VAN NUYS K-7B, STAMPED 12-L-22 1941,
 EW2197'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND
 EW2197'COLDWATER CANYON AVENUE FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0501 ***********************************************************************
 JS0501  DESIGNATION -  12 LC USGS
 JS0501  PID         -  JS0501
 JS0501  STATE/COUNTY-  CA/EL DORADO
 JS0501  USGS QUAD   -  POLLOCK PINES (1973)
 JS0501
 JS0501                         *CURRENT SURVEY CONTROL
 JS0501  ___________________________________________________________________
 JS0501* NAD 83(1986)-  38 45 46.     (N)    120 34 43.     (W)     SCALED    
 JS0501* NAVD 88     -      1206.83   (+/-2cm)    3959.4    (feet)  VERTCON   
 JS0501  ___________________________________________________________________
 JS0501  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JS0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0501
 JS0501.The horizontal coordinates were scaled from a topographic map and have
 JS0501.an estimated accuracy of +/- 6 seconds.
 JS0501
 JS0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0501.The vertical order pertains to the NGVD 29 superseded value.
 JS0501
 JS0501.The geoid height was determined by GEOID03.
 JS0501
 JS0501;                    North         East    Units  Estimated Accuracy
 JS0501;SPC CA 2     -   622,640.    2,123,530.      MT  (+/- 180 meters Scaled)
 JS0501
 JS0501                          SUPERSEDED SURVEY CONTROL
 JS0501
 JS0501  NGVD 29 (??/??/92) 1205.921  (m)         3956.43   (f) ADJ UNCH    2 0
 JS0501
 JS0501.Superseded values are not recommended for survey control.
 JS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0501.See file dsdata.txt to determine how the superseded data were derived.
 JS0501
 JS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH103932(NAD 83)
 JS0501_MARKER: DB = BENCH MARK DISK
 JS0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0501_SP_SET: CULVERT
 JS0501_STAMPING: 12 LC 1948
 JS0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0501
 JS0501  HISTORY     - Date     Condition        Report By
 JS0501  HISTORY     - 1948     MONUMENTED       USGS
 JS0501  HISTORY     - 1957     GOOD             NGS
 JS0501  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0501
 JS0501                          STATION DESCRIPTION
 JS0501
 JS0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0501'0.4 MI NE FROM POLLOCK PINES.
 JS0501'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE POLLOCK PINES
 JS0501'ELEMENTARY SCHOOL AT POLLOCK PINES, IN R 13 E, T 11 N, IN THE
 JS0501'NORTHWEST CORNER OF SECTION 31, AT THE Y JUNCTION OF SLY PARK
 JS0501'ROAD LEADING SOUTH, AT 18-INCH CORRUGATED METAL PIPE CULVERT
 JS0501'F-102 + 15 105 + 50 UNDER THE HIGHWAY, IN THE TOP OF THE EAST
 JS0501'END OF THE SOUTH CONCRETE HEAD WALL, 72 FEET WEST OF THE CENTER
 JS0501'LINE OF THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JS0501'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 JS0501
 JS0501                          STATION RECOVERY (2004)
 JS0501
 JS0501'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2266 ***********************************************************************
 EW2266  DESIGNATION -  12 M 1 C OF LA
 EW2266  PID         -  EW2266
 EW2266  STATE/COUNTY-  CA/LOS ANGELES
 EW2266  USGS QUAD   -  VAN NUYS (1972)
 EW2266
 EW2266                         *CURRENT SURVEY CONTROL
 EW2266  ___________________________________________________________________
 EW2266* NAD 83(1986)-  34 08 57.     (N)    118 23 47.     (W)     SCALED    
 EW2266* NAVD 88     -       184.98   (+/-2cm)     606.9    (feet)  VERTCON   
 EW2266  ___________________________________________________________________
 EW2266  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW2266  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2266
 EW2266.The horizontal coordinates were scaled from a topographic map and have
 EW2266.an estimated accuracy of +/- 6 seconds.
 EW2266
 EW2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2266.The vertical order pertains to the NGVD 29 superseded value.
 EW2266
 EW2266.The geoid height was determined by GEOID03.
 EW2266
 EW2266;                    North         East    Units  Estimated Accuracy
 EW2266;SPC CA 5     -   572,080.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2266
 EW2266                          SUPERSEDED SURVEY CONTROL
 EW2266
 EW2266  NGVD 29 (??/??/92)  184.19   (m)          604.3    (f) COMPUTED    1 1
 EW2266
 EW2266.Superseded values are not recommended for survey control.
 EW2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2266.See file dsdata.txt to determine how the superseded data were derived.
 EW2266
 EW2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712795(NAD 83)
 EW2266_MARKER: DD = SURVEY DISK
 EW2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2266+STABILITY: SURFACE MOTION
 EW2266
 EW2266  HISTORY     - Date     Condition        Report By
 EW2266  HISTORY     - UNK      MONUMENTED       CA1980
 EW2266  HISTORY     - 1968     GOOD             CA1980
 EW2266
 EW2266                          STATION DESCRIPTION
 EW2266
 EW2266'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2266'IN LOS ANGELES.
 EW2266'STANDARD BENCH MARK BRASS DISC 12-M-1, IN CONCRETE MONUMENT,
 EW2266'2.2 FEET EAST OF THE EAST CURB LINE OF LAUREL CANYON BOULEVARD,
 EW2266'100 FEET SOUTH OF THE CENTER LINE OF MOORPARK STREET.
 EW2266'NOTE-- STAMPING IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2196 ***********************************************************************
 EW2196  DESIGNATION -  12 M 20 C OF LA
 EW2196  PID         -  EW2196
 EW2196  STATE/COUNTY-  CA/LOS ANGELES
 EW2196  USGS QUAD   -  VAN NUYS (1972)
 EW2196
 EW2196                         *CURRENT SURVEY CONTROL
 EW2196  ___________________________________________________________________
 EW2196* NAD 83(1986)-  34 08 38.     (N)    118 24 37.     (W)     SCALED    
 EW2196* NAVD 88     -       191.63   (+/-2cm)     628.7    (feet)  VERTCON   
 EW2196  ___________________________________________________________________
 EW2196  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 EW2196  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2196
 EW2196.The horizontal coordinates were scaled from a topographic map and have
 EW2196.an estimated accuracy of +/- 6 seconds.
 EW2196
 EW2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2196.The vertical order pertains to the NGVD 29 superseded value.
 EW2196
 EW2196.The geoid height was determined by GEOID03.
 EW2196
 EW2196;                    North         East    Units  Estimated Accuracy
 EW2196;SPC CA 5     -   571,500.    1,962,160.      MT  (+/- 180 meters Scaled)
 EW2196
 EW2196                          SUPERSEDED SURVEY CONTROL
 EW2196
 EW2196  NGVD 29 (??/??/92)  190.84   (m)          626.1    (f) COMPUTED    1 1
 EW2196
 EW2196.Superseded values are not recommended for survey control.
 EW2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2196.See file dsdata.txt to determine how the superseded data were derived.
 EW2196
 EW2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT699790(NAD 83)
 EW2196_MARKER: Z = SEE DESCRIPTION
 EW2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2196_STAMPING: 12-M-20 1941
 EW2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2196+STABILITY: SURFACE MOTION
 EW2196
 EW2196  HISTORY     - Date     Condition        Report By
 EW2196  HISTORY     - 1941     MONUMENTED       CA1980
 EW2196  HISTORY     - 1968     GOOD             CA1980
 EW2196
 EW2196                          STATION DESCRIPTION
 EW2196
 EW2196'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2196'IN LOS ANGELES.
 EW2196'STANDARD TRAVERSE MONUMENT VAN NUYS K-7C, STAMPED 12-M-20 1941,
 EW2196'IN THE INTERSECTION OF VENTURA BOULEVARD AND FAIRWAY AVENUE,
 EW2196'IN THE SOUTHWEST RETURN, 2.5 FEET SOUTHWEST OF THE CURB LINE,
 EW2196'23.8 FEET EASTERLY FROM THE BEGINNING OF CURB RETURN WEST OF
 EW2196'FAIRWAY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2192 ***********************************************************************
 EW2192  DESIGNATION -  12 M 21 C OF LA
 EW2192  PID         -  EW2192
 EW2192  STATE/COUNTY-  CA/LOS ANGELES
 EW2192  USGS QUAD   -  VAN NUYS (1972)
 EW2192
 EW2192                         *CURRENT SURVEY CONTROL
 EW2192  ___________________________________________________________________
 EW2192* NAD 83(1986)-  34 08 32.     (N)    118 24 18.     (W)     SCALED    
 EW2192* NAVD 88     -       189.47   (+/-2cm)     621.6    (feet)  VERTCON   
 EW2192  ___________________________________________________________________
 EW2192  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW2192  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2192
 EW2192.The horizontal coordinates were scaled from a topographic map and have
 EW2192.an estimated accuracy of +/- 6 seconds.
 EW2192
 EW2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2192.The vertical order pertains to the NGVD 29 superseded value.
 EW2192
 EW2192.The geoid height was determined by GEOID03.
 EW2192
 EW2192;                    North         East    Units  Estimated Accuracy
 EW2192;SPC CA 5     -   571,310.    1,962,650.      MT  (+/- 180 meters Scaled)
 EW2192
 EW2192                          SUPERSEDED SURVEY CONTROL
 EW2192
 EW2192  NGVD 29 (??/??/92)  188.69   (m)          619.1    (f) COMPUTED    1 1
 EW2192
 EW2192.Superseded values are not recommended for survey control.
 EW2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2192.See file dsdata.txt to determine how the superseded data were derived.
 EW2192
 EW2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704788(NAD 83)
 EW2192_MARKER: Z = SEE DESCRIPTION
 EW2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2192+STABILITY: SURFACE MOTION
 EW2192
 EW2192  HISTORY     - Date     Condition        Report By
 EW2192  HISTORY     - 1941     MONUMENTED       CA1980
 EW2192  HISTORY     - 1968     GOOD             CA1980
 EW2192
 EW2192                          STATION DESCRIPTION
 EW2192
 EW2192'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2192'IN LOS ANGELES.
 EW2192'STANDARD TRAVERSE MONUMENT VAN NUYS L-7B, STAMPED 12-M-21 1941,
 EW2192'IN VENTURA BOULEVARD, ON THE CENTER LINE TANGENT, FROM THE EAST,
 EW2192'OF THE CURVE THAT IS CONTINUOUS THROUGH THE INTERSECTION WITH
 EW2192'WHITSETT AVENUE, 37.70 FEET (TANGENT DISTANCE) EAST OF THE
 EW2192'CENTER LINE OF WHITSETT AVENUE, ON THE SOUTHERLY PROLONGATION
 EW2192'OF THE CENTER LINE OF THE EASTERLY SIDEWALK OF WHITSETT AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2260 ***********************************************************************
 EW2260  DESIGNATION -  12 M 22 C OF LA
 EW2260  PID         -  EW2260
 EW2260  STATE/COUNTY-  CA/LOS ANGELES
 EW2260  USGS QUAD   -  VAN NUYS (1972)
 EW2260
 EW2260                         *CURRENT SURVEY CONTROL
 EW2260  ___________________________________________________________________
 EW2260* NAD 83(1986)-  34 08 37.     (N)    118 23 42.     (W)     SCALED    
 EW2260* NAVD 88     -       189.84   (+/-2cm)     622.8    (feet)  VERTCON   
 EW2260  ___________________________________________________________________
 EW2260  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW2260  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2260
 EW2260.The horizontal coordinates were scaled from a topographic map and have
 EW2260.an estimated accuracy of +/- 6 seconds.
 EW2260
 EW2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2260.The vertical order pertains to the NGVD 29 superseded value.
 EW2260
 EW2260.The geoid height was determined by GEOID03.
 EW2260
 EW2260;                    North         East    Units  Estimated Accuracy
 EW2260;SPC CA 5     -   571,470.    1,963,570.      MT  (+/- 180 meters Scaled)
 EW2260
 EW2260                          SUPERSEDED SURVEY CONTROL
 EW2260
 EW2260  NGVD 29 (??/??/92)  189.05   (m)          620.2    (f) COMPUTED    1 1
 EW2260
 EW2260.Superseded values are not recommended for survey control.
 EW2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2260.See file dsdata.txt to determine how the superseded data were derived.
 EW2260
 EW2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713789(NAD 83)
 EW2260_MARKER: Z = SEE DESCRIPTION
 EW2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2260_STAMPING: 12-M-22 1941
 EW2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2260+STABILITY: SURFACE MOTION
 EW2260
 EW2260  HISTORY     - Date     Condition        Report By
 EW2260  HISTORY     - 1941     MONUMENTED       CA1980
 EW2260  HISTORY     - 1968     GOOD             CA1980
 EW2260
 EW2260                          STATION DESCRIPTION
 EW2260
 EW2260'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2260'AT LOS ANGELES.
 EW2260'STANDARD TRAVERSE MONUMENT BURBANK A-7B, STAMPED 12-M-22 1941,
 EW2260'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND LAUREL
 EW2260'CANYON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2258 ***********************************************************************
 EW2258  DESIGNATION -  12 M 23 C OF LA
 EW2258  PID         -  EW2258
 EW2258  STATE/COUNTY-  CA/LOS ANGELES
 EW2258  USGS QUAD   -  VAN NUYS (1972)
 EW2258
 EW2258                         *CURRENT SURVEY CONTROL
 EW2258  ___________________________________________________________________
 EW2258* NAD 83(1986)-  34 08 35.     (N)    118 23 34.     (W)     SCALED    
 EW2258* NAVD 88     -       189.29   (+/-2cm)     621.0    (feet)  VERTCON   
 EW2258  ___________________________________________________________________
 EW2258  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW2258  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2258
 EW2258.The horizontal coordinates were scaled from a topographic map and have
 EW2258.an estimated accuracy of +/- 6 seconds.
 EW2258
 EW2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2258.The vertical order pertains to the NGVD 29 superseded value.
 EW2258
 EW2258.The geoid height was determined by GEOID03.
 EW2258
 EW2258;                    North         East    Units  Estimated Accuracy
 EW2258;SPC CA 5     -   571,400.    1,963,780.      MT  (+/- 180 meters Scaled)
 EW2258
 EW2258                          SUPERSEDED SURVEY CONTROL
 EW2258
 EW2258  NGVD 29 (??/??/92)  188.50   (m)          618.4    (f) COMPUTED    1 1
 EW2258
 EW2258.Superseded values are not recommended for survey control.
 EW2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2258.See file dsdata.txt to determine how the superseded data were derived.
 EW2258
 EW2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT715788(NAD 83)
 EW2258_MARKER: Z = SEE DESCRIPTION
 EW2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2258_STAMPING: 12-M-23 1941
 EW2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2258+STABILITY: SURFACE MOTION
 EW2258
 EW2258  HISTORY     - Date     Condition        Report By
 EW2258  HISTORY     - 1941     MONUMENTED       CA1980
 EW2258  HISTORY     - 1968     GOOD             CA1980
 EW2258
 EW2258                          STATION DESCRIPTION
 EW2258
 EW2258'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2258'AT LOS ANGELES.
 EW2258'STANDARD TRAVERSE MONUMENT BURBANK A-7C, STAMPED 12-M-23 1941,
 EW2258'ON THE INTERSECTION OF THE CENTER LINE TANGENT, FROM THE EAST,
 EW2258'OF VENTURA BOULEVARD AND THE CENTER LINE OF RADFORD AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2262 ***********************************************************************
 EW2262  DESIGNATION -  12 M 24 C OF LA
 EW2262  PID         -  EW2262
 EW2262  STATE/COUNTY-  CA/LOS ANGELES
 EW2262  USGS QUAD   -  VAN NUYS (1972)
 EW2262
 EW2262                         *CURRENT SURVEY CONTROL
 EW2262  ___________________________________________________________________
 EW2262* NAD 83(1986)-  34 08 46.     (N)    118 23 47.     (W)     SCALED    
 EW2262* NAVD 88     -       183.42   (+/-2cm)     601.8    (feet)  VERTCON   
 EW2262  ___________________________________________________________________
 EW2262  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2262  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2262
 EW2262.The horizontal coordinates were scaled from a topographic map and have
 EW2262.an estimated accuracy of +/- 6 seconds.
 EW2262
 EW2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2262.The vertical order pertains to the NGVD 29 superseded value.
 EW2262
 EW2262.The geoid height was determined by GEOID03.
 EW2262
 EW2262;                    North         East    Units  Estimated Accuracy
 EW2262;SPC CA 5     -   571,740.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2262
 EW2262                          SUPERSEDED SURVEY CONTROL
 EW2262
 EW2262  NGVD 29 (??/??/92)  182.64   (m)          599.2    (f) COMPUTED    1 1
 EW2262
 EW2262.Superseded values are not recommended for survey control.
 EW2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2262.See file dsdata.txt to determine how the superseded data were derived.
 EW2262
 EW2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712792(NAD 83)
 EW2262_MARKER: Z = SEE DESCRIPTION
 EW2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2262_STAMPING: 12-M-24 1941
 EW2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2262+STABILITY: SURFACE MOTION
 EW2262
 EW2262  HISTORY     - Date     Condition        Report By
 EW2262  HISTORY     - 1941     MONUMENTED       CA1980
 EW2262  HISTORY     - 1968     GOOD             CA1980
 EW2262
 EW2262                          STATION DESCRIPTION
 EW2262
 EW2262'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2262'IN LOS ANGELES.
 EW2262'STANDARD TRIANGULATION MONUMENT BURBANK A-7D, STAMPED 12-M-24
 EW2262'1941, ON THE CENTER LINE ANGLE POINT OF LAUREL CANYON BOULEVARD,
 EW2262'14 FEET NORTH OF THE CENTER LINE OF VALLEY SPRING LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2267 ***********************************************************************
 EW2267  DESIGNATION -  12 M 25 C OF LA
 EW2267  PID         -  EW2267
 EW2267  STATE/COUNTY-  CA/LOS ANGELES
 EW2267  USGS QUAD   -  VAN NUYS (1972)
 EW2267
 EW2267                         *CURRENT SURVEY CONTROL
 EW2267  ___________________________________________________________________
 EW2267* NAD 83(1986)-  34 08 59.     (N)    118 23 47.     (W)     SCALED    
 EW2267* NAVD 88     -       184.90   (+/-2cm)     606.6    (feet)  VERTCON   
 EW2267  ___________________________________________________________________
 EW2267  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW2267  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2267
 EW2267.The horizontal coordinates were scaled from a topographic map and have
 EW2267.an estimated accuracy of +/- 6 seconds.
 EW2267
 EW2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2267.The vertical order pertains to the NGVD 29 superseded value.
 EW2267
 EW2267.The geoid height was determined by GEOID03.
 EW2267
 EW2267;                    North         East    Units  Estimated Accuracy
 EW2267;SPC CA 5     -   572,140.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2267
 EW2267                          SUPERSEDED SURVEY CONTROL
 EW2267
 EW2267  NGVD 29 (??/??/92)  184.11   (m)          604.0    (f) COMPUTED    1 1
 EW2267
 EW2267.Superseded values are not recommended for survey control.
 EW2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2267.See file dsdata.txt to determine how the superseded data were derived.
 EW2267
 EW2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712796(NAD 83)
 EW2267_MARKER: Z = SEE DESCRIPTION
 EW2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2267_STAMPING: 12-M-25 1941
 EW2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2267+STABILITY: SURFACE MOTION
 EW2267
 EW2267  HISTORY     - Date     Condition        Report By
 EW2267  HISTORY     - 1941     MONUMENTED       CA1980
 EW2267  HISTORY     - 1968     GOOD             CA1980
 EW2267
 EW2267                          STATION DESCRIPTION
 EW2267
 EW2267'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2267'IN LOS ANGELES.
 EW2267'STANDARD TRIANGULATION MONUMENT BURBANK A-6C, STAMPED 12-M-25
 EW2267'1941, ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD
 EW2267'AND MOORPARK STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0251 ***********************************************************************
 LT0251  DESIGNATION -  12 M USGS
 LT0251  PID         -  LT0251
 LT0251  STATE/COUNTY-  CA/SHASTA
 LT0251  USGS QUAD   -  OLD STATION (1995)
 LT0251
 LT0251                         *CURRENT SURVEY CONTROL
 LT0251  ___________________________________________________________________
 LT0251* NAD 83(1986)-  40 38 33.     (N)    121 28 13.     (W)     SCALED    
 LT0251* NAVD 88     -      1411.543  (meters)    4631.04   (feet)  ADJUSTED  
 LT0251  ___________________________________________________________________
 LT0251  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0251  DYNAMIC HT  -        1410.441 (meters)    4627.42  (feet)  COMP
 LT0251  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 LT0251
 LT0251  VERT ORDER  -  SECOND    CLASS 0
 LT0251
 LT0251.The horizontal coordinates were scaled from a topographic map and have
 LT0251.an estimated accuracy of +/- 6 seconds.
 LT0251
 LT0251.The orthometric height was determined by differential leveling
 LT0251.and adjusted in June 1991.
 LT0251
 LT0251.The geoid height was determined by GEOID03.
 LT0251
 LT0251.The dynamic height is computed by dividing the NAVD 88
 LT0251.geopotential number by the normal gravity value computed on the
 LT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0251.degrees latitude (g = 980.6199 gals.).
 LT0251
 LT0251.The modeled gravity was interpolated from observed gravity values.
 LT0251
 LT0251;                    North         East    Units  Estimated Accuracy
 LT0251;SPC CA 1     -   645,500.    2,044,800.      MT  (+/- 180 meters Scaled)
 LT0251
 LT0251                          SUPERSEDED SURVEY CONTROL
 LT0251
 LT0251  NGVD 29 (??/??/??) 1410.483  (m)         4627.56   (f) ADJUSTED    2 0
 LT0251
 LT0251.Superseded values are not recommended for survey control.
 LT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0251.See file dsdata.txt to determine how the superseded data were derived.
 LT0251
 LT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL293001(NAD 83)
 LT0251_MARKER: DD = SURVEY DISK
 LT0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LT0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LT0251_STAMPING: 12 M 1932 4628
 LT0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0251+STABILITY: SURFACE MOTION
 LT0251
 LT0251  HISTORY     - Date     Condition        Report By
 LT0251  HISTORY     - 1932     MONUMENTED       USGS
 LT0251  HISTORY     - 1935     GOOD             NGS
 LT0251
 LT0251                          STATION DESCRIPTION
 LT0251
 LT0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0251'3.4 MI SW FROM OLD STATION.
 LT0251'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0251'AT OLD STATION, SHASTA COUNTY, AT THE JUNCTION OF A ROAD LEADING
 LT0251'TO THE BIG SPRINGS RANGER STATION, 61 FEET EAST OF THE CENTERLINE
 LT0251'OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LT0251'AND 22 FEET NORTH OF A 27-INCH PINE TREE PAINTED 4627.6.  A
 LT0251'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 12 M 1932
 LT0251'4628 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2159 ***********************************************************************
 EW2159  DESIGNATION -  12 N 10 C OF LA
 EW2159  PID         -  EW2159
 EW2159  STATE/COUNTY-  CA/LOS ANGELES
 EW2159  USGS QUAD   -  BURBANK (1994)
 EW2159
 EW2159                         *CURRENT SURVEY CONTROL
 EW2159  ___________________________________________________________________
 EW2159* NAD 83(1986)-  34 08 59.     (N)    118 22 12.     (W)     SCALED    
 EW2159* NAVD 88     -       180.52   (+/-2cm)     592.3    (feet)  VERTCON   
 EW2159  ___________________________________________________________________
 EW2159  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW2159  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2159
 EW2159.The horizontal coordinates were scaled from a topographic map and have
 EW2159.an estimated accuracy of +/- 6 seconds.
 EW2159
 EW2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2159.The vertical order pertains to the NGVD 29 superseded value.
 EW2159
 EW2159.The geoid height was determined by GEOID03.
 EW2159
 EW2159;                    North         East    Units  Estimated Accuracy
 EW2159;SPC CA 5     -   572,130.    1,965,880.      MT  (+/- 180 meters Scaled)
 EW2159
 EW2159                          SUPERSEDED SURVEY CONTROL
 EW2159
 EW2159  NGVD 29 (??/??/92)  179.73   (m)          589.7    (f) COMPUTED    1 2
 EW2159
 EW2159.Superseded values are not recommended for survey control.
 EW2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2159.See file dsdata.txt to determine how the superseded data were derived.
 EW2159
 EW2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737796(NAD 83)
 EW2159_MARKER: DD = SURVEY DISK
 EW2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2159_STAMPING: 12 N 10 1940
 EW2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2159+STABILITY: SURFACE MOTION
 EW2159
 EW2159  HISTORY     - Date     Condition        Report By
 EW2159  HISTORY     - 1940     MONUMENTED       CA1980
 EW2159  HISTORY     - 1945     GOOD             NGS
 EW2159  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW2159
 EW2159                          STATION DESCRIPTION
 EW2159
 EW2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2159'AT LOS ANGELES.
 EW2159'AT LOS ANGELES AT THE INTERSECTION OF VINELAND AVENUE AND MOORPARK
 EW2159'STREET, AND IN THE CENTERLINES OF EACH, 0.5 FOOT BELOW THE
 EW2159'STREET LEVEL AND COVERED BY A 10 INCH CAST IRON COVER MARKED
 EW2159'CITY OF L.A. ENGINEERING.  A CITY OF LOS ANGELES STANDARD DISK,
 EW2159'STAMPED 12 N 10 1940 AND SET IN THE TOP OF A CONCRETE POST.
 EW2159
 EW2159                          STATION RECOVERY (1966)
 EW2159
 EW2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2257 ***********************************************************************
 EW2257  DESIGNATION -  12 N 20 C OF LA
 EW2257  PID         -  EW2257
 EW2257  STATE/COUNTY-  CA/LOS ANGELES
 EW2257  USGS QUAD   -  VAN NUYS (1972)
 EW2257
 EW2257                         *CURRENT SURVEY CONTROL
 EW2257  ___________________________________________________________________
 EW2257* NAD 83(1986)-  34 08 27.     (N)    118 23 17.     (W)     SCALED    
 EW2257* NAVD 88     -       183.99   (+/-2cm)     603.6    (feet)  VERTCON   
 EW2257  ___________________________________________________________________
 EW2257  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2257  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2257
 EW2257.The horizontal coordinates were scaled from a topographic map and have
 EW2257.an estimated accuracy of +/- 6 seconds.
 EW2257
 EW2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2257.The vertical order pertains to the NGVD 29 superseded value.
 EW2257
 EW2257.The geoid height was determined by GEOID03.
 EW2257
 EW2257;                    North         East    Units  Estimated Accuracy
 EW2257;SPC CA 5     -   571,150.    1,964,210.      MT  (+/- 180 meters Scaled)
 EW2257
 EW2257                          SUPERSEDED SURVEY CONTROL
 EW2257
 EW2257  NGVD 29 (??/??/92)  183.21   (m)          601.1    (f) COMPUTED    1 1
 EW2257
 EW2257.Superseded values are not recommended for survey control.
 EW2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2257.See file dsdata.txt to determine how the superseded data were derived.
 EW2257
 EW2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT720786(NAD 83)
 EW2257_MARKER: Z = SEE DESCRIPTION
 EW2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2257_STAMPING: 12-N-20 1941
 EW2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2257+STABILITY: SURFACE MOTION
 EW2257
 EW2257  HISTORY     - Date     Condition        Report By
 EW2257  HISTORY     - 1941     MONUMENTED       CA1980
 EW2257  HISTORY     - 1968     GOOD             CA1980
 EW2257
 EW2257                          STATION DESCRIPTION
 EW2257
 EW2257'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2257'AT LOS ANGELES.
 EW2257'STANDARD TRAVERSE MONUMENT BURBANK B-8C, STAMPED 12-N-20 1941,
 EW2257'ON THE CENTER LINE OF VENTURA BOULEVARD, 138 FEET WEST OF THE
 EW2257'CENTER LINE OF COLFAX AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2254 ***********************************************************************
 EW2254  DESIGNATION -  12 N 21 C OF LA
 EW2254  PID         -  EW2254
 EW2254  STATE/COUNTY-  CA/LOS ANGELES
 EW2254  USGS QUAD   -  VAN NUYS (1972)
 EW2254
 EW2254                         *CURRENT SURVEY CONTROL
 EW2254  ___________________________________________________________________
 EW2254* NAD 83(1986)-  34 08 21.     (N)    118 23 01.     (W)     SCALED    
 EW2254* NAVD 88     -       182.45   (+/-2cm)     598.6    (feet)  VERTCON   
 EW2254  ___________________________________________________________________
 EW2254  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW2254  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2254
 EW2254.The horizontal coordinates were scaled from a topographic map and have
 EW2254.an estimated accuracy of +/- 6 seconds.
 EW2254
 EW2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2254.The vertical order pertains to the NGVD 29 superseded value.
 EW2254
 EW2254.The geoid height was determined by GEOID03.
 EW2254
 EW2254;                    North         East    Units  Estimated Accuracy
 EW2254;SPC CA 5     -   570,970.    1,964,620.      MT  (+/- 180 meters Scaled)
 EW2254
 EW2254                          SUPERSEDED SURVEY CONTROL
 EW2254
 EW2254  NGVD 29 (??/??/92)  181.66   (m)          596.0    (f) COMPUTED    1 1
 EW2254
 EW2254.Superseded values are not recommended for survey control.
 EW2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2254.See file dsdata.txt to determine how the superseded data were derived.
 EW2254
 EW2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT724784(NAD 83)
 EW2254_MARKER: Z = SEE DESCRIPTION
 EW2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2254_STAMPING: 12-N-21 1941
 EW2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2254+STABILITY: SURFACE MOTION
 EW2254
 EW2254  HISTORY     - Date     Condition        Report By
 EW2254  HISTORY     - 1941     MONUMENTED       CA1980
 EW2254  HISTORY     - 1968     GOOD             CA1980
 EW2254
 EW2254                          STATION DESCRIPTION
 EW2254
 EW2254'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2254'AT LOS ANGELES.
 EW2254'STANDARD TRAVERSE MONUMENT BURBANK C-8B, STAMPED 12-N-21 1941,
 EW2254'ON THE CENTER LINE OF VENTURA BOULEVARD AT THE ANGLE POINT 30.91
 EW2254'FEET EAST OF THE CENTER LINE OF BIG OAK DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2248 ***********************************************************************
 EW2248  DESIGNATION -  12 N 22 C OF LA
 EW2248  PID         -  EW2248
 EW2248  STATE/COUNTY-  CA/LOS ANGELES
 EW2248  USGS QUAD   -  VAN NUYS (1972)
 EW2248
 EW2248                         *CURRENT SURVEY CONTROL
 EW2248  ___________________________________________________________________
 EW2248* NAD 83(1986)-  34 08 23.     (N)    118 22 49.     (W)     SCALED    
 EW2248* NAVD 88     -       182.68   (+/-2cm)     599.3    (feet)  VERTCON   
 EW2248  ___________________________________________________________________
 EW2248  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW2248  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2248
 EW2248.The horizontal coordinates were scaled from a topographic map and have
 EW2248.an estimated accuracy of +/- 6 seconds.
 EW2248
 EW2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2248.The vertical order pertains to the NGVD 29 superseded value.
 EW2248
 EW2248.The geoid height was determined by GEOID03.
 EW2248
 EW2248;                    North         East    Units  Estimated Accuracy
 EW2248;SPC CA 5     -   571,030.    1,964,930.      MT  (+/- 180 meters Scaled)
 EW2248
 EW2248                          SUPERSEDED SURVEY CONTROL
 EW2248
 EW2248  NGVD 29 (??/??/92)  181.89   (m)          596.8    (f) COMPUTED    1 1
 EW2248
 EW2248.Superseded values are not recommended for survey control.
 EW2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2248.See file dsdata.txt to determine how the superseded data were derived.
 EW2248
 EW2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727785(NAD 83)
 EW2248_MARKER: Z = SEE DESCRIPTION
 EW2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2248+STABILITY: SURFACE MOTION
 EW2248
 EW2248  HISTORY     - Date     Condition        Report By
 EW2248  HISTORY     - 1941     MONUMENTED       CA1980
 EW2248  HISTORY     - 1968     GOOD             CA1980
 EW2248
 EW2248                          STATION DESCRIPTION
 EW2248
 EW2248'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2248'AT LOS ANGELES.
 EW2248'STANDARD TRAVERSE MONUMENT BURBANK C-8C, STAMPED 12-N-22 1941,
 EW2248'ON THE CENTER LINE INTERSECTION OF VENTURA BOULEVARD AND
 EW2248'RIDGEMOOR DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2251 ***********************************************************************
 EW2251  DESIGNATION -  12 N 23 C OF LA
 EW2251  PID         -  EW2251
 EW2251  STATE/COUNTY-  CA/LOS ANGELES
 EW2251  USGS QUAD   -  VAN NUYS (1972)
 EW2251
 EW2251                         *CURRENT SURVEY CONTROL
 EW2251  ___________________________________________________________________
 EW2251* NAD 83(1986)-  34 08 23.     (N)    118 22 35.     (W)     SCALED    
 EW2251* NAVD 88     -       182.89   (+/-2cm)     600.0    (feet)  VERTCON   
 EW2251  ___________________________________________________________________
 EW2251  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2251  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2251
 EW2251.The horizontal coordinates were scaled from a topographic map and have
 EW2251.an estimated accuracy of +/- 6 seconds.
 EW2251
 EW2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2251.The vertical order pertains to the NGVD 29 superseded value.
 EW2251
 EW2251.The geoid height was determined by GEOID03.
 EW2251
 EW2251;                    North         East    Units  Estimated Accuracy
 EW2251;SPC CA 5     -   571,030.    1,965,290.      MT  (+/- 180 meters Scaled)
 EW2251
 EW2251                          SUPERSEDED SURVEY CONTROL
 EW2251
 EW2251  NGVD 29 (??/??/92)  182.10   (m)          597.4    (f) COMPUTED    1 1
 EW2251
 EW2251.Superseded values are not recommended for survey control.
 EW2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2251.See file dsdata.txt to determine how the superseded data were derived.
 EW2251
 EW2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730785(NAD 83)
 EW2251_MARKER: Z = SEE DESCRIPTION
 EW2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2251+STABILITY: SURFACE MOTION
 EW2251
 EW2251  HISTORY     - Date     Condition        Report By
 EW2251  HISTORY     - UNK      MONUMENTED       CA1980
 EW2251  HISTORY     - 1968     GOOD             CA1980
 EW2251
 EW2251                          STATION DESCRIPTION
 EW2251
 EW2251'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2251'AT LOS ANGELES.
 EW2251'STANDARD SURVEY MONUMENT 12-N-23 ON THE CENTER LINE OF VENTURA
 EW2251'BOULEVARD, 120 FEET WEST OF THE CENTER LINE OF EUREKA DRIVE
 EW2251'PROLONGATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2158 ***********************************************************************
 EW2158  DESIGNATION -  12 N 24 C OF LA
 EW2158  PID         -  EW2158
 EW2158  STATE/COUNTY-  CA/LOS ANGELES
 EW2158  USGS QUAD   -  BURBANK (1994)
 EW2158
 EW2158                         *CURRENT SURVEY CONTROL
 EW2158  ___________________________________________________________________
 EW2158* NAD 83(1986)-  34 08 28.     (N)    118 22 27.     (W)     SCALED    
 EW2158* NAVD 88     -       178.69   (+/-2cm)     586.3    (feet)  VERTCON   
 EW2158  ___________________________________________________________________
 EW2158  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2158  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2158
 EW2158.The horizontal coordinates were scaled from a topographic map and have
 EW2158.an estimated accuracy of +/- 6 seconds.
 EW2158
 EW2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2158.The vertical order pertains to the NGVD 29 superseded value.
 EW2158
 EW2158.The geoid height was determined by GEOID03.
 EW2158
 EW2158;                    North         East    Units  Estimated Accuracy
 EW2158;SPC CA 5     -   571,180.    1,965,490.      MT  (+/- 180 meters Scaled)
 EW2158
 EW2158                          SUPERSEDED SURVEY CONTROL
 EW2158
 EW2158  NGVD 29 (??/??/92)  177.90   (m)          583.7    (f) COMPUTED    1 1
 EW2158
 EW2158.Superseded values are not recommended for survey control.
 EW2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2158.See file dsdata.txt to determine how the superseded data were derived.
 EW2158
 EW2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT733786(NAD 83)
 EW2158_MARKER: Z = SEE DESCRIPTION
 EW2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2158+STABILITY: SURFACE MOTION
 EW2158
 EW2158  HISTORY     - Date     Condition        Report By
 EW2158  HISTORY     - UNK      MONUMENTED       CA1980
 EW2158  HISTORY     - 1968     GOOD             CA1980
 EW2158
 EW2158                          STATION DESCRIPTION
 EW2158
 EW2158'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2158'AT LOS ANGELES.
 EW2158'STANDARD TRAVERSE MONUMENT 12-N-24 ON THE CENTER LINE PRODUCED
 EW2158'OF VENTURA BOULEVARD FROM THE EAST, 73 FEET WEST OF THE CENTER
 EW2158'LINE OF ARCH DRIVE, WESTERLY TERMINUS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2153 ***********************************************************************
 EW2153  DESIGNATION -  12 N 25 C OF LA
 EW2153  PID         -  EW2153
 EW2153  STATE/COUNTY-  CA/LOS ANGELES
 EW2153  USGS QUAD   -  BURBANK (1994)
 EW2153
 EW2153                         *CURRENT SURVEY CONTROL
 EW2153  ___________________________________________________________________
 EW2153* NAD 83(1986)-  34 08 25.     (N)    118 22 12.     (W)     SCALED    
 EW2153* NAVD 88     -       176.93   (+/-2cm)     580.5    (feet)  VERTCON   
 EW2153  ___________________________________________________________________
 EW2153  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2153  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2153
 EW2153.The horizontal coordinates were scaled from a topographic map and have
 EW2153.an estimated accuracy of +/- 6 seconds.
 EW2153
 EW2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2153.The vertical order pertains to the NGVD 29 superseded value.
 EW2153
 EW2153.The geoid height was determined by GEOID03.
 EW2153
 EW2153;                    North         East    Units  Estimated Accuracy
 EW2153;SPC CA 5     -   571,090.    1,965,880.      MT  (+/- 180 meters Scaled)
 EW2153
 EW2153                          SUPERSEDED SURVEY CONTROL
 EW2153
 EW2153  NGVD 29 (??/??/92)  176.13   (m)          577.9    (f) COMPUTED    1 1
 EW2153
 EW2153.Superseded values are not recommended for survey control.
 EW2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2153.See file dsdata.txt to determine how the superseded data were derived.
 EW2153
 EW2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736785(NAD 83)
 EW2153_MARKER: DD = SURVEY DISK
 EW2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2153_STAMPING: 12 N 25 1941
 EW2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2153+STABILITY: SURFACE MOTION
 EW2153
 EW2153  HISTORY     - Date     Condition        Report By
 EW2153  HISTORY     - 1941     MONUMENTED       CA1980
 EW2153  HISTORY     - 1945     GOOD             NGS
 EW2153  HISTORY     - 1968     GOOD             CA1980
 EW2153
 EW2153                          STATION DESCRIPTION
 EW2153
 EW2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2153'AT LOS ANGELES.
 EW2153'AT LOS ANGELES AT THE INTERSECTION OF VINELAND AVENUE AND
 EW2153'VENTURA BOULEVARD AND ON THE CENTERLINE OF EACH (LOOKING SOUTH
 EW2153'AND WEST FOR THE CENTERLINES) 1.4 FEET BELOW THE STREET LEVEL
 EW2153'AND COVERED BY A 10 INCH COVER MARKED CITY OF L.A. MONUMENT
 EW2153'ENGINEERING.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 12 N
 EW2153'25 1941 AND SET IN THE TOP OF A CONCRETE POST.
 EW2153
 EW2153                          STATION RECOVERY (1968)
 EW2153
 EW2153'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2156 ***********************************************************************
 EW2156  DESIGNATION -  12 N 27 C OF LA
 EW2156  PID         -  EW2156
 EW2156  STATE/COUNTY-  CA/LOS ANGELES
 EW2156  USGS QUAD   -  BURBANK (1994)
 EW2156
 EW2156                         *CURRENT SURVEY CONTROL
 EW2156  ___________________________________________________________________
 EW2156* NAD 83(1986)-  34 08 39.     (N)    118 22 12.     (W)     SCALED    
 EW2156* NAVD 88     -       177.44   (+/-2cm)     582.2    (feet)  VERTCON   
 EW2156  ___________________________________________________________________
 EW2156  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW2156  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2156
 EW2156.The horizontal coordinates were scaled from a topographic map and have
 EW2156.an estimated accuracy of +/- 6 seconds.
 EW2156
 EW2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2156.The vertical order pertains to the NGVD 29 superseded value.
 EW2156
 EW2156.The geoid height was determined by GEOID03.
 EW2156
 EW2156;                    North         East    Units  Estimated Accuracy
 EW2156;SPC CA 5     -   571,520.    1,965,880.      MT  (+/- 180 meters Scaled)
 EW2156
 EW2156                          SUPERSEDED SURVEY CONTROL
 EW2156
 EW2156  NGVD 29 (??/??/92)  176.644  (m)          579.54   (f) ADJ UNCH    1 2
 EW2156
 EW2156.Superseded values are not recommended for survey control.
 EW2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2156.See file dsdata.txt to determine how the superseded data were derived.
 EW2156
 EW2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736789(NAD 83)
 EW2156_MARKER: DD = SURVEY DISK
 EW2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2156_STAMPING: 12 N 27 1941
 EW2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2156+STABILITY: SURFACE MOTION
 EW2156
 EW2156  HISTORY     - Date     Condition        Report By
 EW2156  HISTORY     - 1941     MONUMENTED       CA1980
 EW2156  HISTORY     - 1966     GOOD             NGS
 EW2156
 EW2156                          STATION DESCRIPTION
 EW2156
 EW2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW2156'AT NORTH HOLLYWOOD.
 EW2156'LOCATED AT IN THE INTERSECTION OF VINELAND AVENUE AND AGUA VISTA
 EW2156'STREET, ON THE CENTERLINE OF THE EAST LANE OF VINELAND AVENUE,
 EW2156'50 FEET NORTH OF THE CENTERLINE OF AGUA VISTA STREET, 0.9 FOOT
 EW2156'BELOW THE SURFACE OF THE STREET AND COVERED BY A 10 INCH CAST
 EW2156'IRON COVER MARKED CITY OF L.A. MONUMENT ENGINEERING.  THE DISK
 EW2156'IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2152 ***********************************************************************
 EW2152  DESIGNATION -  12 N 30 C OF LA
 EW2152  PID         -  EW2152
 EW2152  STATE/COUNTY-  CA/LOS ANGELES
 EW2152  USGS QUAD   -  BURBANK (1994)
 EW2152
 EW2152                         *CURRENT SURVEY CONTROL
 EW2152  ___________________________________________________________________
 EW2152* NAD 83(1986)-  34 08 13.     (N)    118 21 47.     (W)     SCALED    
 EW2152* NAVD 88     -       178.18   (+/-2cm)     584.6    (feet)  VERTCON   
 EW2152  ___________________________________________________________________
 EW2152  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2152  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2152
 EW2152.The horizontal coordinates were scaled from a topographic map and have
 EW2152.an estimated accuracy of +/- 6 seconds.
 EW2152
 EW2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2152.The vertical order pertains to the NGVD 29 superseded value.
 EW2152
 EW2152.The geoid height was determined by GEOID03.
 EW2152
 EW2152;                    North         East    Units  Estimated Accuracy
 EW2152;SPC CA 5     -   570,710.    1,966,510.      MT  (+/- 180 meters Scaled)
 EW2152
 EW2152                          SUPERSEDED SURVEY CONTROL
 EW2152
 EW2152  NGVD 29 (??/??/92)  177.38   (m)          582.0    (f) COMPUTED    1 1
 EW2152
 EW2152.Superseded values are not recommended for survey control.
 EW2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2152.See file dsdata.txt to determine how the superseded data were derived.
 EW2152
 EW2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743781(NAD 83)
 EW2152_MARKER: Z = SEE DESCRIPTION
 EW2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2152_STAMPING: 12-N-30 1950
 EW2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2152+STABILITY: SURFACE MOTION
 EW2152
 EW2152  HISTORY     - Date     Condition        Report By
 EW2152  HISTORY     - 1950     MONUMENTED       CA1980
 EW2152  HISTORY     - 1968     GOOD             CA1980
 EW2152
 EW2152                          STATION DESCRIPTION
 EW2152
 EW2152'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2152'AT LOS ANGELES.
 EW2152'STANDARD TRAVERSE MONUMENT, STAMPED 12-N-30 1950, ON THE CENTER
 EW2152'LINE POINT OF INTERSECTION OF VENTURA BOULEVARD, 503.8 FEET
 EW2152'WEST OF THE CENTER LINE OF LANKERSHIM BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2145 ***********************************************************************
 EW2145  DESIGNATION -  12 O 25 C OF LA
 EW2145  PID         -  EW2145
 EW2145  STATE/COUNTY-  CA/LOS ANGELES
 EW2145  USGS QUAD   -  BURBANK (1994)
 EW2145
 EW2145                         *CURRENT SURVEY CONTROL
 EW2145  ___________________________________________________________________
 EW2145* NAD 83(1986)-  34 08 00.     (N)    118 21 24.     (W)     SCALED    
 EW2145* NAVD 88     -       191.64   (+/-2cm)     628.7    (feet)  VERTCON   
 EW2145  ___________________________________________________________________
 EW2145  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2145  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2145
 EW2145.The horizontal coordinates were scaled from a topographic map and have
 EW2145.an estimated accuracy of +/- 6 seconds.
 EW2145
 EW2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2145.The vertical order pertains to the NGVD 29 superseded value.
 EW2145
 EW2145.The geoid height was determined by GEOID03.
 EW2145
 EW2145;                    North         East    Units  Estimated Accuracy
 EW2145;SPC CA 5     -   570,310.    1,967,100.      MT  (+/- 180 meters Scaled)
 EW2145
 EW2145                          SUPERSEDED SURVEY CONTROL
 EW2145
 EW2145  NGVD 29 (??/??/92)  190.85   (m)          626.1    (f) COMPUTED    1 1
 EW2145
 EW2145.Superseded values are not recommended for survey control.
 EW2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2145.See file dsdata.txt to determine how the superseded data were derived.
 EW2145
 EW2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749777(NAD 83)
 EW2145_MARKER: Z = SEE DESCRIPTION
 EW2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2145_STAMPING: 12-O-25 1950
 EW2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2145+STABILITY: SURFACE MOTION
 EW2145
 EW2145  HISTORY     - Date     Condition        Report By
 EW2145  HISTORY     - 1950     MONUMENTED       CA1980
 EW2145  HISTORY     - 1968     GOOD             CA1980
 EW2145
 EW2145                          STATION DESCRIPTION
 EW2145
 EW2145'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2145'AT LOS ANGELES.
 EW2145'STANDARD TRAVERSE MONUMENT ON THE 2ND CENTER LINE POINT OF
 EW2145'INTERSECTION OF CAHUENGA BOULEVARD WEST OF BROADLAWN DRIVE,
 EW2145'STAMPED 12-O-25 1950.  424.7 FEET SOUTHEAST OF THE CENTER LINE
 EW2145'OF FREDONIA DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2142 ***********************************************************************
 EW2142  DESIGNATION -  12 O 34 C OF LA
 EW2142  PID         -  EW2142
 EW2142  STATE/COUNTY-  CA/LOS ANGELES
 EW2142  USGS QUAD   -  BURBANK (1994)
 EW2142
 EW2142                         *CURRENT SURVEY CONTROL
 EW2142  ___________________________________________________________________
 EW2142* NAD 83(1986)-  34 08 05.     (N)    118 21 38.     (W)     SCALED    
 EW2142* NAVD 88     -       185.28   (+/-2cm)     607.9    (feet)  VERTCON   
 EW2142  ___________________________________________________________________
 EW2142  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2142  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2142
 EW2142.The horizontal coordinates were scaled from a topographic map and have
 EW2142.an estimated accuracy of +/- 6 seconds.
 EW2142
 EW2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2142.The vertical order pertains to the NGVD 29 superseded value.
 EW2142
 EW2142.The geoid height was determined by GEOID03.
 EW2142
 EW2142;                    North         East    Units  Estimated Accuracy
 EW2142;SPC CA 5     -   570,470.    1,966,740.      MT  (+/- 180 meters Scaled)
 EW2142
 EW2142                          SUPERSEDED SURVEY CONTROL
 EW2142
 EW2142  NGVD 29 (??/??/92)  184.49   (m)          605.3    (f) COMPUTED    1 2
 EW2142
 EW2142.Superseded values are not recommended for survey control.
 EW2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2142.See file dsdata.txt to determine how the superseded data were derived.
 EW2142
 EW2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745779(NAD 83)
 EW2142_MARKER: Z = SEE DESCRIPTION
 EW2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2142_STAMPING: 12-O 1950
 EW2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2142+STABILITY: SURFACE MOTION
 EW2142
 EW2142  HISTORY     - Date     Condition        Report By
 EW2142  HISTORY     - 1950     MONUMENTED       CA1980
 EW2142  HISTORY     - 1968     GOOD             CA1980
 EW2142
 EW2142                          STATION DESCRIPTION
 EW2142
 EW2142'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2142'AT LOS ANGELES.
 EW2142'STANDARD TRAVERSE MONUMENT, STAMPED 12-O 1950, ON CENTER LINE OF
 EW2142'CAHUENGA BOULEVARD, 10.65 FEET WEST OF THE CENTER LINE OF REGAL
 EW2142'PLACE.  NOTE-- STAMPING IS PARTIALLY OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5488 ***********************************************************************
 DX5488  DESIGNATION -  12 OJA
 DX5488  PID         -  DX5488
 DX5488  STATE/COUNTY-  CA/RIVERSIDE
 DX5488  USGS QUAD   -  BACHELOR MTN (1978)
 DX5488
 DX5488                         *CURRENT SURVEY CONTROL
 DX5488  ___________________________________________________________________
 DX5488* NAD 83(1986)-  33 34 59.     (N)    117 05 00.     (W)     SCALED    
 DX5488* NAVD 88     -       417.182  (meters)    1368.70   (feet)  ADJUSTED  
 DX5488  ___________________________________________________________________
 DX5488  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5488  DYNAMIC HT  -         416.709 (meters)    1367.15  (feet)  COMP
 DX5488  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 DX5488
 DX5488  VERT ORDER  -  FIRST     CLASS II
 DX5488
 DX5488.The horizontal coordinates were scaled from a topographic map and have
 DX5488.an estimated accuracy of +/- 6 seconds.
 DX5488
 DX5488.The orthometric height was determined by differential leveling
 DX5488.and adjusted in January 1993.
 DX5488
 DX5488.The geoid height was determined by GEOID03.
 DX5488
 DX5488.The dynamic height is computed by dividing the NAVD 88
 DX5488.geopotential number by the normal gravity value computed on the
 DX5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5488.degrees latitude (g = 980.6199 gals.).
 DX5488
 DX5488.The modeled gravity was interpolated from observed gravity values.
 DX5488
 DX5488;                    North         East    Units  Estimated Accuracy
 DX5488;SPC CA 6     -   657,390.    1,922,640.      MT  (+/- 180 meters Scaled)
 DX5488
 DX5488                          SUPERSEDED SURVEY CONTROL
 DX5488
 DX5488.No superseded survey control is available for this station.
 DX5488
 DX5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT922159(NAD 83)
 DX5488_MARKER: DD = SURVEY DISK
 DX5488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5488_SP_SET: CONCRETE POST
 DX5488_STAMPING: 12 OJA 1968
 DX5488_MARK LOGO: MWDSC 
 DX5488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5488+STABILITY: SURFACE MOTION
 DX5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5488+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 DX5488
 DX5488  HISTORY     - Date     Condition        Report By
 DX5488  HISTORY     - 1968     MONUMENTED       MWDSC
 DX5488  HISTORY     - 19920820 GOOD             MWDSC
 DX5488  HISTORY     - 19921109 GOOD             MWDSC
 DX5488  HISTORY     - 19990428 GOOD             NGS
 DX5488
 DX5488                          STATION DESCRIPTION
 DX5488
 DX5488'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5488'0.60 SOUTHWEST OF LAKE SKINNER DAM, FROM THE INTERSECTION OF AULD
 DX5488'ROAD AND WASHINGTON STREET, 53 FEET (16.2 M) NORTH OF THE CENTERLINE
 DX5488'OF AULD ROAD, 25 FEET (7.6 M) EAST OF THE CENTERLINE OF WASHINGTON
 DX5488'STREET, 58 FEET (17.7 M) NORTHEAST OF POWER POLE NUMBER 4214132E, A 3
 DX5488'INCH STANDARD MWDSC BRASS DISK, SET FLUSH, IN TOP OF A 9 INCH
 DX5488'DIAMETER CONCRETE POST, 0.5 FOOT (15.2 CM) BELOW THE GROUND, MONUMENT
 DX5488'IS BETWEEN TWO 2 INCH DIAMETER IRON PIPE WITNESS POSTS, ONE POST 3
 DX5488'FEET (0.9 M) NORTH AND ONE 3 FEET (0.9 M) SOUTH OF THE MONUMENT.
 DX5488
 DX5488                          STATION RECOVERY (1992)
 DX5488
 DX5488'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5488'RECOVERED IN GOOD CONDITION.
 DX5488
 DX5488                          STATION RECOVERY (1999)
 DX5488
 DX5488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DX5488'7.5 KM (4.65 MI) NORTHERLY ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 DX5488'INTERSTATE HIGHWAY 15 IN TEMECULA, THENCE 4.6 KM (2.85 MI) EASTERLY
 DX5488'ALONG AULD ROAD, 17.1 M (56.1 FT) NORTH OF THE ROAD CENTER, 7.7 M
 DX5488'(25.3 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF WASHINGTON STREET,
 DX5488'0.9 M (3.0 FT) NORTH OF A METAL GUARD PIPE, 0.8 M (2.6 FT) SOUTH OF A
 DX5488'METAL GUARD PIPE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DX5488'NOTE--THE MARK IS ON ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5383 ***********************************************************************
 DX5383  DESIGNATION -  12 PCL RESET
 DX5383  PID         -  DX5383
 DX5383  STATE/COUNTY-  CA/RIVERSIDE
 DX5383  USGS QUAD   -  LAKEVIEW (1979)
 DX5383
 DX5383                         *CURRENT SURVEY CONTROL
 DX5383  ___________________________________________________________________
 DX5383* NAD 83(1986)-  33 47 39.     (N)    117 00 54.     (W)     SCALED    
 DX5383* NAVD 88     -       459.207  (meters)    1506.58   (feet)  ADJUSTED  
 DX5383  ___________________________________________________________________
 DX5383  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5383  DYNAMIC HT  -         458.671 (meters)    1504.82  (feet)  COMP
 DX5383  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 DX5383
 DX5383  VERT ORDER  -  FIRST     CLASS II
 DX5383
 DX5383.The horizontal coordinates were scaled from a topographic map and have
 DX5383.an estimated accuracy of +/- 6 seconds.
 DX5383
 DX5383.The orthometric height was determined by differential leveling
 DX5383.and adjusted in January 1993.
 DX5383
 DX5383.The geoid height was determined by GEOID03.
 DX5383
 DX5383.The dynamic height is computed by dividing the NAVD 88
 DX5383.geopotential number by the normal gravity value computed on the
 DX5383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5383.degrees latitude (g = 980.6199 gals.).
 DX5383
 DX5383.The modeled gravity was interpolated from observed gravity values.
 DX5383
 DX5383;                    North         East    Units  Estimated Accuracy
 DX5383;SPC CA 6     -   680,760.    1,929,160.      MT  (+/- 180 meters Scaled)
 DX5383
 DX5383                          SUPERSEDED SURVEY CONTROL
 DX5383
 DX5383.No superseded survey control is available for this station.
 DX5383
 DX5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT986393(NAD 83)
 DX5383_MARKER: DD = SURVEY DISK
 DX5383_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5383_SP_SET: TOP OF WINGWALL
 DX5383_STAMPING: 12 PCL RESET 1990
 DX5383_MARK LOGO: NONE  
 DX5383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5383+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5383
 DX5383  HISTORY     - Date     Condition        Report By
 DX5383  HISTORY     - 1990     MONUMENTED       MWDSC
 DX5383  HISTORY     - 19920510 GOOD             MWDSC
 DX5383
 DX5383                          STATION DESCRIPTION
 DX5383
 DX5383'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5383'AT THE NORTHEAST WINGWALL OF THE CRAWSTON AVE SIPHON ALONG THE CASA
 DX5383'LOMA CANAL, 4 FEET (1.2 M) SOUTHWEST OF THE NORTHEAST END OF THE
 DX5383'WINGWALL, WINGWALL IS 1.5 FEET (0.5 M) ABOVE GROUND SURFACE. A 1-3/8
 DX5383'INCH BRASS DISK SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0284 ***********************************************************************
 HT0284  DESIGNATION -  12 PPC
 HT0284  PID         -  HT0284
 HT0284  STATE/COUNTY-  CA/SAN MATEO
 HT0284  USGS QUAD   -  REDWOOD POINT (1993)
 HT0284
 HT0284                         *CURRENT SURVEY CONTROL
 HT0284  ___________________________________________________________________
 HT0284* NAD 83(1986)-  37 30 59.     (N)    122 12 13.     (W)     SCALED    
 HT0284* NAVD 88     -         1.08   (+/-2cm)       3.5    (feet)  VERTCON   
 HT0284  ___________________________________________________________________
 HT0284  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 HT0284  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0284
 HT0284.The horizontal coordinates were scaled from a topographic map and have
 HT0284.an estimated accuracy of +/- 6 seconds.
 HT0284
 HT0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0284.The vertical order pertains to the NGVD 29 superseded value.
 HT0284
 HT0284.The geoid height was determined by GEOID03.
 HT0284
 HT0284;                    North         East    Units  Estimated Accuracy
 HT0284;SPC CA 3     -   614,170.    1,849,410.      MT  (+/- 180 meters Scaled)
 HT0284
 HT0284                          SUPERSEDED SURVEY CONTROL
 HT0284
 HT0284  NGVD 29 (??/??/92)    0.258  (m)            0.85   (f) ADJ UNCH    1 2
 HT0284
 HT0284.Superseded values are not recommended for survey control.
 HT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0284.See file dsdata.txt to determine how the superseded data were derived.
 HT0284
 HT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG703524(NAD 83)
 HT0284_MARKER: DD = SURVEY DISK
 HT0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0284_SP_SET: CONCRETE FLOOR
 HT0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0284
 HT0284  HISTORY     - Date     Condition        Report By
 HT0284  HISTORY     - UNK      MONUMENTED       PPCC
 HT0284  HISTORY     - 1967     GOOD             NGS
 HT0284
 HT0284                          STATION DESCRIPTION
 HT0284
 HT0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HT0284'2.8 MI N FROM REDWOOD CITY.
 HT0284'0.25 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK
 HT0284'AT REDWOOD CITY, THENCE 0.7 MILE EAST ALONG VETERANS BOULEVARD,
 HT0284'THENCE 1.9 MILES NORTH ALONG HARBOR BOULEVARD, AT THE IDEAL
 HT0284'CEMENT COMPANY PLANT, ABOUT 0.1 MILE NORTH AND 0.05 MILE WEST OF
 HT0284'BENCH MARK TIDAL 3, NEAR THE MILLING OFFICE, IN TOP OF THE CONCRETE
 HT0284'FLOOR INSIDE THE MILLING BUILDING, 1.1 FEET NORTH OF THE NORTHWEST
 HT0284'CORNER OF NO. 2 PIER (BUILDING SUPPORT), 0.1 FOOT EAST OF AN
 HT0284'ELEVATED PORTION OF THE FLOOR,
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2053 ***********************************************************************
 EW2053  DESIGNATION -  12 S 2053
 EW2053  PID         -  EW2053
 EW2053  STATE/COUNTY-  CA/LOS ANGELES
 EW2053  USGS QUAD   -  BURBANK (1994)
 EW2053
 EW2053                         *CURRENT SURVEY CONTROL
 EW2053  ___________________________________________________________________
 EW2053* NAD 83(1986)-  34 10 21.     (N)    118 18 11.     (W)     SCALED    
 EW2053* NAVD 88     -       161.304  (meters)     529.21   (feet)  READJUSTED
 EW2053  ___________________________________________________________________
 EW2053  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW2053  DYNAMIC HT  -         161.130 (meters)     528.64  (feet)  COMP
 EW2053  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 EW2053
 EW2053  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2053
 EW2053.The horizontal coordinates were scaled from a topographic map and have
 EW2053.an estimated accuracy of +/- 6 seconds.
 EW2053
 EW2053.The orthometric height was determined by differential leveling
 EW2053.and adjusted in February 1993.
 EW2053.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2053.distribution rate of 0.0 thru 1.0 mm/km.
 EW2053.The height was derived from older observations constrained to new
 EW2053.heights in a crustal motion area.  The height is approximate in
 EW2053.relation to other heights in its vicinity.
 EW2053
 EW2053.The geoid height was determined by GEOID03.
 EW2053
 EW2053.The dynamic height is computed by dividing the NAVD 88
 EW2053.geopotential number by the normal gravity value computed on the
 EW2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2053.degrees latitude (g = 980.6199 gals.).
 EW2053
 EW2053.The modeled gravity was interpolated from observed gravity values.
 EW2053
 EW2053;                    North         East    Units  Estimated Accuracy
 EW2053;SPC CA 5     -   574,640.    1,972,060.      MT  (+/- 180 meters Scaled)
 EW2053
 EW2053                          SUPERSEDED SURVEY CONTROL
 EW2053
 EW2053.No superseded survey control is available for this station.
 EW2053
 EW2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799820(NAD 83)
 EW2053_MARKER: S = SPIKE
 EW2053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2053_SP_SET: CONCRETE MONUMENT
 EW2053_STAMPING: LA CITY ENG DEPT 12-S
 EW2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2053
 EW2053  HISTORY     - Date     Condition        Report By
 EW2053  HISTORY     - UNK      MONUMENTED       CA1980
 EW2053  HISTORY     - 1968     GOOD             CA1980
 EW2053  HISTORY     - 1971     GOOD             CA1980
 EW2053  HISTORY     - 1978     GOOD             NGS
 EW2053
 EW2053                          STATION DESCRIPTION
 EW2053
 EW2053'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2053'IN BURBANK.
 EW2053'GALVANIZED SPIKE IN A CONCRETE MONUMENT (POURED IN A 6 INCH VITRIFIED
 EW2053'CLAY PIPE), 22.5 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST
 EW2053'BOUND TRACKS OF THE SOUTHERN PACIFIC RAILROAD, LOCATED BETWEEN
 EW2053'SAN FERNANDO ROAD AND FLOWER STREET, 230.5 FEET NORTHWEST OF THE
 EW2053'CENTER LINE OF ALAMEDA AVENUE.
 EW2053
 EW2053                          STATION RECOVERY (1971)
 EW2053
 EW2053'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2053'RECOVERED IN GOOD CONDITION.
 EW2053
 EW2053                          STATION RECOVERY (1978)
 EW2053
 EW2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1029 ***********************************************************************
 KT1029  DESIGNATION -  12 S USGS
 KT1029  PID         -  KT1029
 KT1029  STATE/COUNTY-  CA/MENDOCINO
 KT1029  USGS QUAD   -  DOS RIOS (1994)
 KT1029
 KT1029                         *CURRENT SURVEY CONTROL
 KT1029  ___________________________________________________________________
 KT1029* NAD 83(1986)-  39 43 01.     (N)    123 21 11.     (W)     SCALED    
 KT1029* NAVD 88     -       283.25   (+/-2cm)     929.3    (feet)  VERTCON   
 KT1029  ___________________________________________________________________
 KT1029  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 KT1029  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1029
 KT1029.The horizontal coordinates were scaled from a topographic map and have
 KT1029.an estimated accuracy of +/- 6 seconds.
 KT1029
 KT1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1029.The vertical order pertains to the NGVD 29 superseded value.
 KT1029
 KT1029.The geoid height was determined by GEOID03.
 KT1029
 KT1029;                    North         East    Units  Estimated Accuracy
 KT1029;SPC CA 2     -   728,460.    1,883,990.      MT  (+/- 180 meters Scaled)
 KT1029
 KT1029                          SUPERSEDED SURVEY CONTROL
 KT1029
 KT1029  NGVD 29 (??/??/92)  282.325  (m)          926.26   (f) ADJ UNCH    1 2
 KT1029
 KT1029.Superseded values are not recommended for survey control.
 KT1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1029.See file dsdata.txt to determine how the superseded data were derived.
 KT1029
 KT1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ697964(NAD 83)
 KT1029_MARKER: DD = SURVEY DISK
 KT1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1029_SP_SET: BASE
 KT1029_STAMPING: 12 S 1924
 KT1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1029
 KT1029  HISTORY     - Date     Condition        Report By
 KT1029  HISTORY     - 1924     MONUMENTED       USGS
 KT1029  HISTORY     - 1966     GOOD             NGS
 KT1029
 KT1029                          STATION DESCRIPTION
 KT1029
 KT1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT1029'AT DOS RIOS.
 KT1029'AT DOS RIOS, 106.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 KT1029'OF THE NORTHWESTERN PACIFIC RAILROAD STATION, IN THE TOP OF THE
 KT1029'CONCRETE BASE OF THE SOUTHEAST STEEL LEG OF AN ELEVATED WATER
 KT1029'TOWER, 69.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 33 1/2
 KT1029'FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 5 FEET SOUTHEAST
 KT1029'OF A WATER CONTROL VALVE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2502 ***********************************************************************
 HS2502  DESIGNATION -  12 USBR
 HS2502  PID         -  HS2502
 HS2502  STATE/COUNTY-  CA/MERCED
 HS2502  USGS QUAD   -  HOWARD RANCH (1971)
 HS2502
 HS2502                         *CURRENT SURVEY CONTROL
 HS2502  ___________________________________________________________________
 HS2502* NAD 83(1986)-  37 10 12.     (N)    121 02 43.     (W)     SCALED    
 HS2502* NAVD 88     -        55.55   (+/-2cm)     182.3    (feet)  VERTCON   
 HS2502  ___________________________________________________________________
 HS2502  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HS2502  VERT ORDER  -  THIRD (See Below)
 HS2502
 HS2502.The horizontal coordinates were scaled from a topographic map and have
 HS2502.an estimated accuracy of +/- 6 seconds.
 HS2502
 HS2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2502.The vertical order pertains to the NGVD 29 superseded value.
 HS2502
 HS2502.The geoid height was determined by GEOID03.
 HS2502
 HS2502;                    North         East    Units  Estimated Accuracy
 HS2502;SPC CA 3     -   574,500.    1,951,570.      MT  (+/- 180 meters Scaled)
 HS2502
 HS2502                          SUPERSEDED SURVEY CONTROL
 HS2502
 HS2502  NGVD 29 (??/??/??)   54.74   (m)          179.6    (f) RESET       3  
 HS2502
 HS2502.Superseded values are not recommended for survey control.
 HS2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2502.See file dsdata.txt to determine how the superseded data were derived.
 HS2502
 HS2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG735155(NAD 83)
 HS2502_MARKER: DD = SURVEY DISK
 HS2502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2502_SP_SET: CANAL PIER
 HS2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2502
 HS2502  HISTORY     - Date     Condition        Report By
 HS2502  HISTORY     - UNK      MONUMENTED       BOR
 HS2502  HISTORY     - 1961     GOOD             NGS
 HS2502  HISTORY     - 1964     GOOD             NGS
 HS2502
 HS2502                          STATION DESCRIPTION
 HS2502
 HS2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2502'11 MI SW FROM GUSTINE.
 HS2502'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2502'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST ALONG
 HS2502'SULLIVAN ROAD, THENCE 6.05 MILES SOUTH ALONG THE DELTA-MENDOTA
 HS2502'CANAL, AT CHECK GATE NO. 12, IN THE TOP OF THE NORTHEAST ONE OF
 HS2502'FOUR CONCRETE PIERS, 52 FEET SOUTHWEST OF THE CENTER LINE OF
 HS2502'THE ROAD ALONG THE EAST LEVEE, 1.8 FEET NORTHWEST OF A
 HS2502'GUARDRAIL, 1.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 HS2502'CAT-WALK, AND ABOUT LEVEL WITH THE CAT-WALK.
 HS2502
 HS2502                          STATION RECOVERY (1964)
 HS2502
 HS2502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2630 ***********************************************************************
 GU2630  DESIGNATION -  12 USGS
 GU2630  PID         -  GU2630
 GU2630  STATE/COUNTY-  CA/SAN BENITO
 GU2630  USGS QUAD   -  TRES PINOS (1971)
 GU2630
 GU2630                         *CURRENT SURVEY CONTROL
 GU2630  ___________________________________________________________________
 GU2630* NAD 83(1986)-  36 45 54.     (N)    121 17 57.     (W)     SCALED    
 GU2630* NAVD 88     -       163.59   (+/-2cm)     536.7    (feet)  VERTCON   
 GU2630  ___________________________________________________________________
 GU2630  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GU2630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2630
 GU2630.The horizontal coordinates were scaled from a topographic map and have
 GU2630.an estimated accuracy of +/- 6 seconds.
 GU2630
 GU2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2630.The vertical order pertains to the NGVD 29 superseded value.
 GU2630
 GU2630.The geoid height was determined by GEOID03.
 GU2630
 GU2630;                    North         East    Units  Estimated Accuracy
 GU2630;SPC CA 4     -   661,320.    1,794,750.      MT  (+/- 180 meters Scaled)
 GU2630
 GU2630                          SUPERSEDED SURVEY CONTROL
 GU2630
 GU2630  NGVD 29 (??/??/92)  162.676  (m)          533.71   (f) ADJ UNCH    2 0
 GU2630
 GU2630.Superseded values are not recommended for survey control.
 GU2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2630.See file dsdata.txt to determine how the superseded data were derived.
 GU2630
 GU2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF518701(NAD 83)
 GU2630_MARKER: DD = SURVEY DISK
 GU2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2630+STABILITY: SURFACE MOTION
 GU2630
 GU2630  HISTORY     - Date     Condition        Report By
 GU2630  HISTORY     - UNK      MONUMENTED       USGS
 GU2630  HISTORY     - 1935     GOOD             NGS
 GU2630
 GU2630                          STATION DESCRIPTION
 GU2630
 GU2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GU2630'2.5 MI S FROM TRES PINOS.
 GU2630'TRES PINOS, 2.5 MILES SOUTH AND EAST OF P.O. BY HWY. 2.8 MI.
 GU2630'S. AND E. OF R.R. STA. ON THE NORTHWEST CONCRETE PIER OF STEEL BRIDGE
 GU2630'WHICH CROSSES TRES PINOS CREEK.  0.3 MILE SOUTH OF BOLADO PARK
 GU2630'PAVILION ALONG STATE HWY. 25.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1586 ***********************************************************************
 JS1586  DESIGNATION -  12 USGS
 JS1586  PID         -  JS1586
 JS1586  STATE/COUNTY-  CA/SACRAMENTO
 JS1586  USGS QUAD   -  COURTLAND (1993)
 JS1586
 JS1586                         *CURRENT SURVEY CONTROL
 JS1586  ___________________________________________________________________
 JS1586* NAD 83(1986)-  38 16 22.     (N)    121 32 14.     (W)     SCALED    
 JS1586* NAVD 88     -         3.93   (+/-2cm)      12.9    (feet)  VERTCON   
 JS1586  ___________________________________________________________________
 JS1586  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JS1586  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1586
 JS1586.The horizontal coordinates were scaled from a topographic map and have
 JS1586.an estimated accuracy of +/- 6 seconds.
 JS1586
 JS1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1586.The vertical order pertains to the NGVD 29 superseded value.
 JS1586
 JS1586.The geoid height was determined by GEOID03.
 JS1586
 JS1586;                    North         East    Units  Estimated Accuracy
 JS1586;SPC CA 2     -   567,390.    2,040,500.      MT  (+/- 180 meters Scaled)
 JS1586
 JS1586                          SUPERSEDED SURVEY CONTROL
 JS1586
 JS1586  NGVD 29 (??/??/92)    3.197  (m)           10.49   (f) ADJ UNCH    1 2
 JS1586
 JS1586.Superseded values are not recommended for survey control.
 JS1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1586.See file dsdata.txt to determine how the superseded data were derived.
 JS1586
 JS1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH279370(NAD 83)
 JS1586_MARKER: DD = SURVEY DISK
 JS1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1586+STABILITY: SURFACE MOTION
 JS1586
 JS1586  HISTORY     - Date     Condition        Report By
 JS1586  HISTORY     - UNK      MONUMENTED       USGS
 JS1586  HISTORY     - 1950     GOOD             NGS
 JS1586  HISTORY     - 1967     GOOD             NGS
 JS1586
 JS1586                          STATION DESCRIPTION
 JS1586
 JS1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JS1586'3 MI NW FROM WALNUT GROVE.
 JS1586'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1586'WALNUT GROVE, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY
 JS1586'24, 221.0 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 JS1586'T JUNCTION OF AN ASPHALT ROAD LEADING SOUTHWEST, 25 1/2 FEET
 JS1586'NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTHWEST OF
 JS1586'A WITNESS POST, ABOUT 10.0 FEET LOWER THAN THE HIGHWAY, AND SET
 JS1586'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 3.0 FEET ABOVE THE
 JS1586'GROUND.
 JS1586
 JS1586                          STATION RECOVERY (1967)
 JS1586
 JS1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2631 ***********************************************************************
 GU2631  DESIGNATION -  12 USGS RESET 1954
 GU2631  PID         -  GU2631
 GU2631  STATE/COUNTY-  CA/SAN BENITO
 GU2631  USGS QUAD   -  TRES PINOS (1971)
 GU2631
 GU2631                         *CURRENT SURVEY CONTROL
 GU2631  ___________________________________________________________________
 GU2631* NAD 83(1986)-  36 45 54.     (N)    121 17 57.     (W)     SCALED    
 GU2631* NAVD 88     -       162.17   (+/-2cm)     532.1    (feet)  VERTCON   
 GU2631  ___________________________________________________________________
 GU2631  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GU2631  VERT ORDER  -  THIRD (See Below)
 GU2631
 GU2631.The horizontal coordinates were scaled from a topographic map and have
 GU2631.an estimated accuracy of +/- 6 seconds.
 GU2631
 GU2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2631.The vertical order pertains to the NGVD 29 superseded value.
 GU2631
 GU2631.The geoid height was determined by GEOID03.
 GU2631
 GU2631;                    North         East    Units  Estimated Accuracy
 GU2631;SPC CA 4     -   661,320.    1,794,750.      MT  (+/- 180 meters Scaled)
 GU2631
 GU2631                          SUPERSEDED SURVEY CONTROL
 GU2631
 GU2631  NGVD 29 (08/19/04)  161.26   (m)          529.1    (f) RESET       3  
 GU2631
 GU2631.Superseded values are not recommended for survey control.
 GU2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2631.See file dsdata.txt to determine how the superseded data were derived.
 GU2631
 GU2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF518701(NAD 83)
 GU2631_MARKER: DD = SURVEY DISK
 GU2631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2631_SP_SET: BRIDGE
 GU2631_STAMPING: 12 RESET 1954
 GU2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2631
 GU2631  HISTORY     - Date     Condition        Report By
 GU2631  HISTORY     - 1954     MONUMENTED       USGS
 GU2631  HISTORY     - 1954     GOOD             NGS
 GU2631
 GU2631                          STATION DESCRIPTION
 GU2631
 GU2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GU2631'2.2 MI SE FROM TRES PINOS.
 GU2631'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 GU2631'AT TRES PINOS, SAN BENITO COUNTY, 0.15 MILE SOUTH OF BOLADO
 GU2631'PARK PAVILION, AT A REINFORCED-CONCRETE GIRDER BRIDGE OVER TRES
 GU2631'PINOS CREEK, AND IN THE NORTHEAST CURBING OVER THE NORTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9338 ***********************************************************************
 EV9338  DESIGNATION -  12.12
 EV9338  PID         -  EV9338
 EV9338  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9338  USGS QUAD   -  REDLANDS (1996)
 EV9338
 EV9338                         *CURRENT SURVEY CONTROL
 EV9338  ___________________________________________________________________
 EV9338* NAD 83(1986)-  34 06 32.     (N)    117 10 24.     (W)     SCALED    
 EV9338* NAVD 88     -       403.810  (meters)    1324.83   (feet)  ADJUSTED  
 EV9338  ___________________________________________________________________
 EV9338  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 EV9338  DYNAMIC HT  -         403.338 (meters)    1323.28  (feet)  COMP
 EV9338  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 EV9338
 EV9338  VERT ORDER  -  FIRST     CLASS II
 EV9338
 EV9338.The horizontal coordinates were scaled from a topographic map and have
 EV9338.an estimated accuracy of +/- 6 seconds.
 EV9338
 EV9338.The orthometric height was determined by differential leveling
 EV9338.and adjusted in May 1994.
 EV9338
 EV9338.The geoid height was determined by GEOID03.
 EV9338
 EV9338.The dynamic height is computed by dividing the NAVD 88
 EV9338.geopotential number by the normal gravity value computed on the
 EV9338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9338.degrees latitude (g = 980.6199 gals.).
 EV9338
 EV9338.The modeled gravity was interpolated from observed gravity values.
 EV9338
 EV9338;                    North         East    Units  Estimated Accuracy
 EV9338;SPC CA 5     -   567,860.    2,076,270.      MT  (+/- 180 meters Scaled)
 EV9338
 EV9338                          SUPERSEDED SURVEY CONTROL
 EV9338
 EV9338.No superseded survey control is available for this station.
 EV9338
 EV9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT840742(NAD 83)
 EV9338_MARKER: DD = SURVEY DISK
 EV9338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV9338_SP_SET: CULVERT HEADWALL
 EV9338_STAMPING: BENCH MARK NO. 12.12
 EV9338_MARK LOGO: CA-071
 EV9338_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9338+STABILITY: SURFACE MOTION
 EV9338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9338+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1993
 EV9338
 EV9338  HISTORY     - Date     Condition        Report By
 EV9338  HISTORY     - UNK      MONUMENTED       CA-071
 EV9338  HISTORY     - 19930316 GOOD             MWDSC
 EV9338
 EV9338                          STATION DESCRIPTION
 EV9338
 EV9338'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9338'EAST HIGHLAND, NEAR THE INTRESECTION OF GREENSPOT RD.AND CHURCH ST.
 EV9338'18.5 FEET (5.6 M) EAST OF CHURCH ST. AND 28.5 FEET (8.7 M) SOUTH OF
 EV9338'GREENSPOT ROAD, IN TOP OF 5.7 FOOT (1.7 M) WIDE CONCRETE BOX CULVERT,
 EV9338'AND 3.5 FEET (1.1 M) NORTHWEST OF A EDISON POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0754 ***********************************************************************
 HR0754  DESIGNATION -  12.520+8.69
 HR0754  PID         -  HR0754
 HR0754  STATE/COUNTY-  CA/MARIPOSA
 HR0754  USGS QUAD   -  WAWONA (1992)
 HR0754
 HR0754                         *CURRENT SURVEY CONTROL
 HR0754  ___________________________________________________________________
 HR0754* NAD 83(1986)-  37 30 26.     (N)    119 37 59.     (W)     SCALED    
 HR0754* NAVD 88     -      1564.92   (+/-2cm)    5134.2    (feet)  VERTCON   
 HR0754  ___________________________________________________________________
 HR0754  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 HR0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0754
 HR0754.The horizontal coordinates were scaled from a topographic map and have
 HR0754.an estimated accuracy of +/- 6 seconds.
 HR0754
 HR0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0754.The vertical order pertains to the NGVD 29 superseded value.
 HR0754
 HR0754.The geoid height was determined by GEOID03.
 HR0754
 HR0754;                    North         East    Units  Estimated Accuracy
 HR0754;SPC CA 3     -   612,140.    2,076,650.      MT  (+/- 180 meters Scaled)
 HR0754
 HR0754                          SUPERSEDED SURVEY CONTROL
 HR0754
 HR0754  NGVD 29 (??/??/92) 1563.843  (m)         5130.71   (f) ADJ UNCH    2 0
 HR0754
 HR0754.Superseded values are not recommended for survey control.
 HR0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0754.See file dsdata.txt to determine how the superseded data were derived.
 HR0754
 HR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB672544(NAD 83)
 HR0754_MARKER: P = PIPE CAP
 HR0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0754_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0754_STAMPING: 12 5208.69 14137.64 247.37 1931
 HR0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0754
 HR0754  HISTORY     - Date     Condition        Report By
 HR0754  HISTORY     - 1931     MONUMENTED       BPR
 HR0754  HISTORY     - 1943     GOOD             NGS
 HR0754  HISTORY     - 1972     GOOD             NGS
 HR0754
 HR0754                          STATION DESCRIPTION
 HR0754
 HR0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0754'0.1 MI W FROM SOUTH GATE RANGER STATION.
 HR0754'0.1 MILE WEST ALONG THE WAWONA ROAD FROM SOUTH GATE RANGER
 HR0754'STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 20 FEET
 HR0754'NORTHEAST OF BENCH MARK 44 B (USGS), DESCRIBED BELOW, AND NEAR
 HR0754'A WHITE WOODEN WITNESS POST.  A UNITED STATES BUREAU OF PUBLIC
 HR0754'ROADS STANDARD CAP, STAMPED 12 5208.69 14137.64 247.37 1931
 HR0754'AND FASTENED ON THE TOP OF A 2-INCH GALVANIZED-IRON PIPE.
 HR0754
 HR0754                          STATION RECOVERY (1972)
 HR0754
 HR0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HR0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0489 ***********************************************************************
 JT0489  DESIGNATION -  12.63 SHELL OIL CO
 JT0489  PID         -  JT0489
 JT0489  STATE/COUNTY-  CA/CONTRA COSTA
 JT0489  USGS QUAD   -  BENICIA (1980)
 JT0489
 JT0489                         *CURRENT SURVEY CONTROL
 JT0489  ___________________________________________________________________
 JT0489* NAD 83(1986)-  38 01 25.     (N)    122 07 41.     (W)     SCALED    
 JT0489* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 JT0489  ___________________________________________________________________
 JT0489  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JT0489  VERT ORDER  -  THIRD (See Below)
 JT0489
 JT0489.The horizontal coordinates were scaled from a topographic map and have
 JT0489.an estimated accuracy of +/- 6 seconds.
 JT0489
 JT0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0489.The vertical order pertains to the NGVD 29 superseded value.
 JT0489
 JT0489.The geoid height was determined by GEOID03.
 JT0489
 JT0489;                    North         East    Units  Estimated Accuracy
 JT0489;SPC CA 3     -   670,340.    1,857,070.      MT  (+/- 180 meters Scaled)
 JT0489
 JT0489                          SUPERSEDED SURVEY CONTROL
 JT0489
 JT0489  NGVD 29 (??/??/??)    3.81   (m)           12.5    (f) RESET       3  
 JT0489
 JT0489.Superseded values are not recommended for survey control.
 JT0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0489.See file dsdata.txt to determine how the superseded data were derived.
 JT0489
 JT0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH765087(NAD 83)
 JT0489_MARKER: B = BOLT
 JT0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0489_SP_SET: VIADUCT
 JT0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0489
 JT0489  HISTORY     - Date     Condition        Report By
 JT0489  HISTORY     - UNK      MONUMENTED       SHELL
 JT0489  HISTORY     - 1956     GOOD             NGS
 JT0489  HISTORY     - 1962     GOOD             NGS
 JT0489
 JT0489                          STATION DESCRIPTION
 JT0489
 JT0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JT0489'0.4 MI E FROM MARTINEZ.
 JT0489'0.4 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 JT0489'THE STATION AT MARTINEZ, IN R2W T2N S18, IN THE TOP OF THE
 JT0489'NORTHEAST CONCRETE BASE FOR THE NORTHEAST STEEL LEG OF THE SHELL
 JT0489'OIL COMPANY VIADUCT OVER THE RAILROAD TRACK, 46.4 FEET NORTHWEST
 JT0489'OF THE NORTHWEST CORNER OF RAILROAD BRIDGE 32.18, 30.2 FEET NORTH
 JT0489'OF THE NORTH RAIL OF THE NORTH SIDE TRACK, ABOUT 1 1/2 FOOT
 JT0489'LOWER THAN THE TRACK, AND MARKED BY THE RED NUMBERS 12.63.
 JT0489
 JT0489                          STATION RECOVERY (1962)
 JT0489
 JT0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JT0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1909 ***********************************************************************
 DX1909  DESIGNATION -  120
 DX1909  PID         -  DX1909
 DX1909  STATE/COUNTY-  CA/ORANGE
 DX1909  USGS QUAD   -  TUSTIN (1981)
 DX1909
 DX1909                         *CURRENT SURVEY CONTROL
 DX1909  ___________________________________________________________________
 DX1909* NAD 83(1986)-  33 44 54.     (N)    117 52 04.     (W)     SCALED    
 DX1909* NAVD 88     -        36.68   (+/-2cm)     120.3    (feet)  VERTCON   
 DX1909  ___________________________________________________________________
 DX1909  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1909  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1909
 DX1909.The horizontal coordinates were scaled from a topographic map and have
 DX1909.an estimated accuracy of +/- 6 seconds.
 DX1909
 DX1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1909.The vertical order pertains to the NGVD 29 superseded value.
 DX1909
 DX1909.The geoid height was determined by GEOID03.
 DX1909
 DX1909;                    North         East    Units  Estimated Accuracy
 DX1909;SPC CA 6     -   676,580.    1,850,110.      MT  (+/- 180 meters Scaled)
 DX1909
 DX1909                          SUPERSEDED SURVEY CONTROL
 DX1909
 DX1909  NGVD 29 (??/??/??)   35.974  (m)          118.02   (f) ADJUSTED    1 2
 DX1909
 DX1909.Superseded values are not recommended for survey control.
 DX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1909.See file dsdata.txt to determine how the superseded data were derived.
 DX1909
 DX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196345(NAD 83)
 DX1909_MARKER: DD = SURVEY DISK
 DX1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1909_STAMPING: 5
 DX1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1909+STABILITY: SURFACE MOTION
 DX1909
 DX1909  HISTORY     - Date     Condition        Report By
 DX1909  HISTORY     - UNK      MONUMENTED       CA3420
 DX1909  HISTORY     - 1955     GOOD             NGS
 DX1909  HISTORY     - 1969     GOOD             CA-059
 DX1909  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1909
 DX1909                          STATION DESCRIPTION
 DX1909
 DX1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1909'AT SANTA ANA.
 DX1909'AT SANTA ANA, AT THE INTERSECTION OF NORTH MAIN AND FOURTH
 DX1909'STREETS, AT THE CENTER LINE OF NORTH MAIN STREET, 12 FEET SOUTH
 DX1909'OF THE CENTER LINE OF FOURTH STREET, 2.9 FEET SOUTH OF THE SOUTH
 DX1909'RAIL OF THE SOUTH ONE OF TWO RAILROAD TRACKS, AND SET IN CONCRETE
 DX1909'ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH
 DX1909'IS HAD THROUGH A 6-INCH TILE PIPE WITH AN 8-INCH METAL COVER.
 DX1909
 DX1909                          STATION RECOVERY (1969)
 DX1909
 DX1909'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1909'RECOVERED IN GOOD CONDITION.
 DX1909
 DX1909                          STATION RECOVERY (1977)
 DX1909
 DX1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1909'NOT RECOVERED, MAJOR STRUCTURAL CHANGES AT LOCATION, PROBABLY
 DX1909'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9139 ***********************************************************************
 AH9139  DESIGNATION -  120
 AH9139  PID         -  AH9139
 AH9139  STATE/COUNTY-  CA/RIVERSIDE
 AH9139  USGS QUAD   -  LA QUINTA (1980)
 AH9139
 AH9139                         *CURRENT SURVEY CONTROL
 AH9139  ___________________________________________________________________
 AH9139* NAD 83(1986)-  33 43 16.     (N)    116 21 45.     (W)     SCALED    
 AH9139* NAVD 88     -        64.257  (meters)     210.82   (feet)  ADJUSTED  
 AH9139  ___________________________________________________________________
 AH9139  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AH9139  DYNAMIC HT  -          64.186 (meters)     210.58  (feet)  COMP
 AH9139  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 AH9139
 AH9139  VERT ORDER  -  FIRST     CLASS II
 AH9139
 AH9139.The horizontal coordinates were scaled from a topographic map and have
 AH9139.an estimated accuracy of +/- 6 seconds.
 AH9139
 AH9139.The orthometric height was determined by differential leveling
 AH9139.and adjusted in July 2002.
 AH9139.No vertical observational check was made to the station.
 AH9139
 AH9139.The geoid height was determined by GEOID03.
 AH9139
 AH9139.The dynamic height is computed by dividing the NAVD 88
 AH9139.geopotential number by the normal gravity value computed on the
 AH9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9139.degrees latitude (g = 980.6199 gals.).
 AH9139
 AH9139.The modeled gravity was interpolated from observed gravity values.
 AH9139
 AH9139;                    North         East    Units  Estimated Accuracy
 AH9139;SPC CA 6     -   672,400.    1,989,570.      MT  (+/- 180 meters Scaled)
 AH9139
 AH9139                          SUPERSEDED SURVEY CONTROL
 AH9139
 AH9139.No superseded survey control is available for this station.
 AH9139
 AH9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT590314(NAD 83)
 AH9139_MARKER: DD = SURVEY DISK
 AH9139_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9139_SP_SET: CURB
 AH9139_STAMPING: 120
 AH9139_MARK LOGO: CA2650
 AH9139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9139+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 AH9139
 AH9139  HISTORY     - Date     Condition        Report By
 AH9139  HISTORY     - UNK      MONUMENTED       CA2650
 AH9139  HISTORY     - 19990330 GOOD             NGS
 AH9139
 AH9139                          STATION DESCRIPTION
 AH9139
 AH9139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9139'IN PALM DESERT, AT THE INTERSECTION OF HOSPITALITY ROW AND STATE
 AH9139'HIGHWAY 111, IN THE CONCRETE CURB ALONG THE SOUTH SIDE OF DESERT
 AH9139'DRIVE, 56.4 M (185.0 FT) WEST OF THE CENTER OF THE ROW, 22.2 M (72.8
 AH9139'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 6.0 M
 AH9139'(19.7 FT) NORTHWEST OF THE NORTH END OF A BLOCK WALL, 4.8 M (15.7 FT)
 AH9139'SOUTH OF THE DRIVE CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AH9139'DRIVE.  NOTE--THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0777 ***********************************************************************
 DY0777  DESIGNATION -  120 81
 DY0777  PID         -  DY0777
 DY0777  STATE/COUNTY-  CA/LOS ANGELES
 DY0777  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0777
 DY0777                         *CURRENT SURVEY CONTROL
 DY0777  ___________________________________________________________________
 DY0777* NAD 83(2007)-  33 48 36.64809(N)    118 07 04.18604(W)     ADJUSTED  
 DY0777* NAVD 88     -         8.454  (meters)      27.74   (feet)  ADJUSTED  
 DY0777  ___________________________________________________________________
 DY0777  EPOCH DATE  -        2007.00
 DY0777  X           -  -2,500,164.956 (meters)                     COMP
 DY0777  Y           -  -4,678,888.042 (meters)                     COMP
 DY0777  Z           -   3,528,956.550 (meters)                     COMP
 DY0777  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DY0777  ELLIP HEIGHT-         -27.298 (meters)          (02/10/07) ADJUSTED
 DY0777  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY0777  DYNAMIC HT  -           8.445 (meters)      27.71  (feet)  COMP
 DY0777
 DY0777  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY0777  Type    PID    Designation                      North   East  Ellip
 DY0777  -------------------------------------------------------------------
 DY0777  NETWORK DY0777 120 81                            0.84   1.45   6.74
 DY0777  -------------------------------------------------------------------
 DY0777  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 DY0777
 DY0777  VERT ORDER  -  FIRST     CLASS I
 DY0777
 DY0777.The horizontal coordinates were established by GPS observations
 DY0777.and adjusted by the National Geodetic Survey in February 2007.
 DY0777
 DY0777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY0777.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY0777.The horizontal coordinates are valid at the epoch date displayed above.
 DY0777.The epoch date for horizontal control is a decimal equivalence
 DY0777.of Year/Month/Day.
 DY0777
 DY0777.The orthometric height was determined by differential leveling
 DY0777.and adjusted in June 1995.
 DY0777
 DY0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY0777
 DY0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY0777
 DY0777.The ellipsoidal height was determined by GPS observations
 DY0777.and is referenced to NAD 83.
 DY0777
 DY0777.The geoid height was determined by GEOID03.
 DY0777
 DY0777.The dynamic height is computed by dividing the NAVD 88
 DY0777.geopotential number by the normal gravity value computed on the
 DY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0777.degrees latitude (g = 980.6199 gals.).
 DY0777
 DY0777.The modeled gravity was interpolated from observed gravity values.
 DY0777
 DY0777;                    North         East     Units Scale Factor Converg.
 DY0777;SPC CA 5     -   534,413.976 1,989,089.591   MT  1.00005584   -0 04 01.8
 DY0777;SPC CA 5     - 1,753,323.19  6,525,871.43   sFT  1.00005584   -0 04 01.8
 DY0777;UTM  11      - 3,741,671.073   396,539.305   MT  0.99973196   -0 37 19.4
 DY0777
 DY0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY0777!SPC CA 5     -   1.00000429  x   1.00005584  =   1.00006013
 DY0777!UTM  11      -   1.00000429  x   0.99973196  =   0.99973624
 DY0777
 DY0777                          SUPERSEDED SURVEY CONTROL
 DY0777
 DY0777  NAD 83(1994)-  33 48 36.63652(N)    118 07 04.17442(W) AD(1995.00) 1
 DY0777  ELLIP H (11/30/95)  -27.315  (m)                       GP(1995.00) 4 2
 DY0777  NAVD 88 (06/15/91)    8.437  (m)           27.68   (f) UNKNOWN     1 1
 DY0777
 DY0777.Superseded values are not recommended for survey control.
 DY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0777.See file dsdata.txt to determine how the superseded data were derived.
 DY0777
 DY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT9653941671(NAD 83)
 DY0777_MARKER: DD = SURVEY DISK
 DY0777_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0777_SP_SET: CURB
 DY0777_STAMPING: B.M. 120-81 1961
 DY0777_MARK LOGO: LACFCD
 DY0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0777+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0777
 DY0777  HISTORY     - Date     Condition        Report By
 DY0777  HISTORY     - 1961     MONUMENTED       CA-037
 DY0777  HISTORY     - 1968     GOOD             CA-037
 DY0777  HISTORY     - 1978     GOOD             NGS
 DY0777  HISTORY     - 19890417 GOOD             NGS
 DY0777  HISTORY     - 19940728 GOOD             NGS
 DY0777
 DY0777                          STATION DESCRIPTION
 DY0777
 DY0777'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0777'2.2 MI E FROM LONG BEACH MUN AP.
 DY0777'2.2 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET AND
 DY0777'LOS COYOTES DIAGONAL, AT THE SW CORNER, SET IN THE WEST CURB
 DY0777'OF THE BRIDGE OVER THE FLOOD CONTROL CHANNEL, 21.2 FEET S OF THE
 DY0777'N EDGE OF THE BRIDGE.
 DY0777
 DY0777                          STATION RECOVERY (1978)
 DY0777
 DY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0777'2.2 MILES EAST ALONG SPRING STREET, IN SOUTHWEST CORNER OF LOS COYOTES
 DY0777'DIAGONAL, IN TOP OF WEST CURB OF BRIDGE, 21.2 FT. SOUTH OF NORTH EDGE
 DY0777'OF BRIDGE.
 DY0777
 DY0777                          STATION RECOVERY (1989)
 DY0777
 DY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0777'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0777'BEACH, AT 8585 SPRING STREET, IN THE WEST CURB OF LOS COYOTES
 DY0777'DIAGONAL, 6.4 M (21.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF SPRING
 DY0777'STREET ANIMAL HOSPITAL AT 8585 SPRING STREET, 5.6 M (18.4 FT) WEST OF
 DY0777'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DIAGONAL, 0.6 M (2.0
 DY0777'FT) SOUTH OF THE NORTH WALL OF THE CERRITOS FLOOD CONTROL CHANNEL,
 DY0777'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE DIAGONAL.
 DY0777
 DY0777                          STATION RECOVERY (1994)
 DY0777
 DY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0777'IN LONG BEACH, AT THE INTERSECTION OF LOS COYOTES DIAGONAL AND SPRING
 DY0777'STREET, IN THE WEST CONCRETE CURB OF THE DIAGONAL, 31.3 M (102.7 FT)
 DY0777'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE STREET, 6.4 M (21.0
 DY0777'FT) SOUTHEAST OF THE CORNER POST OF A CHAIN-LINK FENCE, 5.5 M (18.0
 DY0777'FT) NORTHWEST OF THE CENTERLINE OF THE DIAGONAL, 0.4 M (1.3 FT) SOUTH
 DY0777'OF THE NORTH WALL OF THE FLOOD CONTROL CHANNEL, AND 0.2 M (0.7 FT)
 DY0777'ABOVE THE LEVEL OF THE DIAGONAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0775 ***********************************************************************
 DY0775  DESIGNATION -  120 82
 DY0775  PID         -  DY0775
 DY0775  STATE/COUNTY-  CA/LOS ANGELES
 DY0775  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0775
 DY0775                         *CURRENT SURVEY CONTROL
 DY0775  ___________________________________________________________________
 DY0775* NAD 83(1986)-  33 48 35.     (N)    118 07 31.     (W)     SCALED    
 DY0775* NAVD 88     -         7.747  (meters)      25.42   (feet)  ADJUSTED  
 DY0775  ___________________________________________________________________
 DY0775  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY0775  DYNAMIC HT  -           7.739 (meters)      25.39  (feet)  COMP
 DY0775  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DY0775
 DY0775  VERT ORDER  -  FIRST     CLASS I
 DY0775
 DY0775.The horizontal coordinates were scaled from a topographic map and have
 DY0775.an estimated accuracy of +/- 6 seconds.
 DY0775
 DY0775.The orthometric height was determined by differential leveling
 DY0775.and adjusted in June 1995.
 DY0775
 DY0775.The geoid height was determined by GEOID03.
 DY0775
 DY0775.The dynamic height is computed by dividing the NAVD 88
 DY0775.geopotential number by the normal gravity value computed on the
 DY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0775.degrees latitude (g = 980.6199 gals.).
 DY0775
 DY0775.The modeled gravity was interpolated from observed gravity values.
 DY0775
 DY0775;                    North         East    Units  Estimated Accuracy
 DY0775;SPC CA 5     -   534,360.    1,988,400.      MT  (+/- 180 meters Scaled)
 DY0775
 DY0775                          SUPERSEDED SURVEY CONTROL
 DY0775
 DY0775  NAVD 88 (06/15/91)    7.729  (m)           25.36   (f) UNKNOWN     1 1
 DY0775
 DY0775.Superseded values are not recommended for survey control.
 DY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0775.See file dsdata.txt to determine how the superseded data were derived.
 DY0775
 DY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT958416(NAD 83)
 DY0775_MARKER: DD = SURVEY DISK
 DY0775_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0775_SP_SET: CURB
 DY0775_STAMPING: B.M. 120-82 1961
 DY0775_MARK LOGO: LACFCD
 DY0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0775+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0775
 DY0775  HISTORY     - Date     Condition        Report By
 DY0775  HISTORY     - 1961     MONUMENTED       CA-037
 DY0775  HISTORY     - 1968     GOOD             CA-037
 DY0775  HISTORY     - 1978     GOOD             NGS
 DY0775  HISTORY     - 19890417 GOOD             NGS
 DY0775  HISTORY     - 19940728 GOOD             NGS
 DY0775
 DY0775                          STATION DESCRIPTION
 DY0775
 DY0775'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0775'1.6 MI E FROM LONG BEACH MUN AP.
 DY0775'1.6 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET AND
 DY0775'BELLFLOWER BLVD AT THE SW CORNER.  SET IN THE W CURB OF BELLFLOWER
 DY0775'AVE., 7.0 FEET N OF THE S EDGE OF THE BRIDGE OVER A FLOOD
 DY0775'CONTROL CHANNEL.
 DY0775
 DY0775                          STATION RECOVERY (1978)
 DY0775
 DY0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0775'RECOVERED IN GOOD CONDITION.
 DY0775
 DY0775                          STATION RECOVERY (1989)
 DY0775
 DY0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0775'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0775'BEACH, AT THE INTERSECTION OF SPRING STREET AND BELLFLOWER BOULEVARD,
 DY0775'IN THE WEST CURB OF THE BOULEVARD, 36.4 M (119.4 FT) SOUTH OF THE
 DY0775'CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 5.9 M (19.4 FT) WEST
 DY0775'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE STREET, 2.2 M (7.2
 DY0775'FT) NORTH OF THE SOUTH SIDE OF A BRIDGE SPANNING THE CERRITO FLOOD
 DY0775'CONTROL CHANNEL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 DY0775
 DY0775                          STATION RECOVERY (1994)
 DY0775
 DY0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0775'IN LONG BEACH, AT THE INTERSECTION OF BELLFLOWER BOULEVARD AND SPRING
 DY0775'STREET, IN THE WEST CONCRETE CURB OF THE BOULEVARD, 35.0 M (114.8 FT)
 DY0775'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE STREET, 5.5 M (18.0
 DY0775'FT) WEST OF THE SOUTHBOUND LANES OF THE BOULEVARD, 2.1 NORTH OF THE
 DY0775'SOUTH WALL OF A FLOOD CONTROL CANAL, AND 0.2 M (0.7 FT) ABOVE THE
 DY0775'LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1512 ***********************************************************************
 HS1512  DESIGNATION -  120 RESET
 HS1512  PID         -  HS1512
 HS1512  STATE/COUNTY-  CA/MERCED
 HS1512  USGS QUAD   -  ARENA (1987)
 HS1512
 HS1512                         *CURRENT SURVEY CONTROL
 HS1512  ___________________________________________________________________
 HS1512* NAD 83(1986)-  37 22 03.     (N)    120 43 26.     (W)     SCALED    
 HS1512* NAVD 88     -        37.66   (+/-2cm)     123.6    (feet)  VERTCON   
 HS1512  ___________________________________________________________________
 HS1512  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HS1512  VERT ORDER  -  THIRD (See Below)
 HS1512
 HS1512.The horizontal coordinates were scaled from a topographic map and have
 HS1512.an estimated accuracy of +/- 6 seconds.
 HS1512
 HS1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1512.The vertical order pertains to the NGVD 29 superseded value.
 HS1512
 HS1512.The geoid height was determined by GEOID03.
 HS1512
 HS1512;                    North         East    Units  Estimated Accuracy
 HS1512;SPC CA 3     -   596,300.    1,980,170.      MT  (+/- 180 meters Scaled)
 HS1512
 HS1512                          SUPERSEDED SURVEY CONTROL
 HS1512
 HS1512  NGVD 29 (08/19/04)   36.94   (m)          121.2    (f) RESET       3  
 HS1512
 HS1512.Superseded values are not recommended for survey control.
 HS1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1512.See file dsdata.txt to determine how the superseded data were derived.
 HS1512
 HS1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG015380(NAD 83)
 HS1512_MARKER: DD = SURVEY DISK
 HS1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1512_SP_SET: CONCRETE POST
 HS1512_STAMPING: 120 USGS RESET 1963
 HS1512_MARK LOGO: USGS  
 HS1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1512+STABILITY: SURFACE MOTION
 HS1512
 HS1512  HISTORY     - Date     Condition        Report By
 HS1512  HISTORY     - 1963     MONUMENTED       CGS
 HS1512  HISTORY     - 1988     POOR             NGS
 HS1512
 HS1512                          STATION DESCRIPTION
 HS1512
 HS1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HS1512'1.4 MI S FROM LIVINGSTON.
 HS1512'1.35 MILES SOUTH ALONG THIRD STREET AND LINCOLN BOULEVARD FROM
 HS1512'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LIVINGSTON, AT
 HS1512'THE INTERSECTION OF MAGNOLIA AVENUE, 72.5 FEET NORTH OF THE
 HS1512'CENTERLINE OF MAGNOLIA AVENUE, 26.0 FEET WEST OF THE CENTERLINE
 HS1512'OF LINCOLN BOULEVARD, 8.2 FEET NORTH OF A POWERLINE POLE, 1.4
 HS1512'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HS1512'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 HS1512'FOOT ABOVE THE GROUND.
 HS1512
 HS1512                          STATION RECOVERY (1988)
 HS1512
 HS1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1512'RECOVERED IN POOR CONDITION.  THE 1963 DESCRIPTION IS ADEQUATE EXCEPT
 HS1512'ADD--THE MARK HAS BEEN DISTURBED, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0916 ***********************************************************************
 GU0916  DESIGNATION -  120.77 L
 GU0916  PID         -  GU0916
 GU0916  STATE/COUNTY-  CA/FRESNO
 GU0916  USGS QUAD   -  LEVIS (1984)
 GU0916
 GU0916                         *CURRENT SURVEY CONTROL
 GU0916  ___________________________________________________________________
 GU0916* NAD 83(1986)-  36 33 55.     (N)    120 27 47.     (W)     SCALED    
 GU0916* NAVD 88     -       101.314  (meters)     332.39   (feet)  ADJUSTED  
 GU0916  ___________________________________________________________________
 GU0916  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GU0916  DYNAMIC HT  -         101.227 (meters)     332.11  (feet)  COMP
 GU0916  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 GU0916
 GU0916  VERT ORDER  -  FIRST     CLASS I
 GU0916
 GU0916.The horizontal coordinates were scaled from a topographic map and have
 GU0916.an estimated accuracy of +/- 6 seconds.
 GU0916
 GU0916.The orthometric height was determined by differential leveling
 GU0916.and adjusted in June 1991.
 GU0916
 GU0916.The geoid height was determined by GEOID03.
 GU0916
 GU0916.The dynamic height is computed by dividing the NAVD 88
 GU0916.geopotential number by the normal gravity value computed on the
 GU0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0916.degrees latitude (g = 980.6199 gals.).
 GU0916
 GU0916.The modeled gravity was interpolated from observed gravity values.
 GU0916
 GU0916;                    North         East    Units  Estimated Accuracy
 GU0916;SPC CA 4     -   637,700.    1,869,050.      MT  (+/- 180 meters Scaled)
 GU0916
 GU0916                          SUPERSEDED SURVEY CONTROL
 GU0916
 GU0916  NGVD 29 (??/??/92)  100.450  (m)          329.56   (f) ADJ UNCH    1 1
 GU0916
 GU0916.Superseded values are not recommended for survey control.
 GU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0916.See file dsdata.txt to determine how the superseded data were derived.
 GU0916
 GU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF270496(NAD 83)
 GU0916_MARKER: DD = SURVEY DISK
 GU0916_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0916_SP_SET: HEADWALL
 GU0916_STAMPING: 120.77 L
 GU0916_MARK LOGO: BOR   
 GU0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0916+STABILITY: SURFACE MOTION
 GU0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0916+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0916
 GU0916  HISTORY     - Date     Condition        Report By
 GU0916  HISTORY     - UNK      MONUMENTED       BOR
 GU0916  HISTORY     - 1967     GOOD             NGS
 GU0916  HISTORY     - 1975     GOOD             NGS
 GU0916  HISTORY     - 19881206 GOOD             NGS
 GU0916
 GU0916                          STATION DESCRIPTION
 GU0916
 GU0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0916'34 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0916'34.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0916'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 5, 0.25 MILE
 GU0916'SOUTHEAST OF THE CROSSING OF A 24-INCH PIPE OVERCHUTE, IN THE
 GU0916'TOP OF THE CENTER OF A TURNOUT STRUCTURE, 25 FEET SOUTHWEST
 GU0916'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET
 GU0916'NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, AND
 GU0916'ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0916
 GU0916                          STATION RECOVERY (1975)
 GU0916
 GU0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0916'RECOVERED IN GOOD CONDITION.
 GU0916
 GU0916                          STATION RECOVERY (1988)
 GU0916
 GU0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0130 ***********************************************************************
 FV0130  DESIGNATION -  1200 USGS
 FV0130  PID         -  FV0130
 FV0130  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0130  USGS QUAD   -  CRESTON (1980)
 FV0130
 FV0130                         *CURRENT SURVEY CONTROL
 FV0130  ___________________________________________________________________
 FV0130* NAD 83(1986)-  35 36 38.     (N)    120 33 06.     (W)     SCALED    
 FV0130* NAVD 88     -       366.70   (+/-2cm)    1203.1    (feet)  VERTCON   
 FV0130  ___________________________________________________________________
 FV0130  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 FV0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0130
 FV0130.The horizontal coordinates were scaled from a topographic map and have
 FV0130.an estimated accuracy of +/- 6 seconds.
 FV0130
 FV0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0130.The vertical order pertains to the NGVD 29 superseded value.
 FV0130
 FV0130.The geoid height was determined by GEOID03.
 FV0130
 FV0130;                    North         East    Units  Estimated Accuracy
 FV0130;SPC CA 5     -   737,060.    1,768,820.      MT  (+/- 180 meters Scaled)
 FV0130
 FV0130                          SUPERSEDED SURVEY CONTROL
 FV0130
 FV0130  NGVD 29 (??/??/92)  365.742  (m)         1199.94   (f) ADJ UNCH    2 0
 FV0130
 FV0130.Superseded values are not recommended for survey control.
 FV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0130.See file dsdata.txt to determine how the superseded data were derived.
 FV0130
 FV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE217435(NAD 83)
 FV0130_MARKER: P = PIPE CAP
 FV0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0130_STAMPING: 1200 1917
 FV0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0130
 FV0130  HISTORY     - Date     Condition        Report By
 FV0130  HISTORY     - 1917     MONUMENTED       USGS
 FV0130  HISTORY     - 1955     GOOD             NGS
 FV0130
 FV0130                          STATION DESCRIPTION
 FV0130
 FV0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FV0130'7.4 MI NW FROM CRESTON.
 FV0130'6.8 MILES NORTH ALONG THE ROAD LEADING TO UNION FROM ITS
 FV0130'JUNCTION WITH U.S. HIGHWAY 466 ABOUT 1/2 MILE NORTH OF CRESTON,
 FV0130'SAN LUIS OBISPO COUNTY, 9 FEET WEST OF A FENCE LINE, AT THE
 FV0130'SUMMIT OF A LONG GRADE, AND NEAR A WHITE WOODEN WITNESS POST.
 FV0130'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1200
 FV0130'1917 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE ENCASED
 FV0130'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0227 ***********************************************************************
 GT0227  DESIGNATION -  12000
 GT0227  PID         -  GT0227
 GT0227  STATE/COUNTY-  CA/INYO
 GT0227  USGS QUAD   -  MOUNT WHITNEY (1994)
 GT0227
 GT0227                         *CURRENT SURVEY CONTROL
 GT0227  ___________________________________________________________________
 GT0227* NAD 83(1986)-  36 33 51.     (N)    118 16 39.     (W)     SCALED    
 GT0227* NAVD 88     -      3658.00   (+/-2cm)   12001.3    (feet)  VERTCON   
 GT0227  ___________________________________________________________________
 GT0227  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 GT0227  VERT ORDER  -  THIRD (See Below)
 GT0227
 GT0227.The horizontal coordinates were scaled from a topographic map and have
 GT0227.an estimated accuracy of +/- 6 seconds.
 GT0227
 GT0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0227.The vertical order pertains to the NGVD 29 superseded value.
 GT0227
 GT0227.The geoid height was determined by GEOID03.
 GT0227
 GT0227;                    North         East    Units  Estimated Accuracy
 GT0227;SPC CA 4     -   636,820.    2,064,670.      MT  (+/- 180 meters Scaled)
 GT0227
 GT0227                          SUPERSEDED SURVEY CONTROL
 GT0227
 GT0227  NGVD 29 (??/??/??) 3656.18   (m)        11995.3    (f) RESET       3  
 GT0227
 GT0227.Superseded values are not recommended for survey control.
 GT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0227.See file dsdata.txt to determine how the superseded data were derived.
 GT0227
 GT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA856472(NAD 83)
 GT0227_MARKER: DD = SURVEY DISK
 GT0227_SETTING: 66 = SET IN ROCK OUTCROP
 GT0227_SP_SET: ROCK LEDGE
 GT0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GT0227+STABILITY: POSITION/ELEVATION WELL
 GT0227
 GT0227  HISTORY     - Date     Condition        Report By
 GT0227  HISTORY     - UNK      MONUMENTED       USGS
 GT0227  HISTORY     - 1928     GOOD             NGS
 GT0227
 GT0227                          STATION DESCRIPTION
 GT0227
 GT0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GT0227'19.3 MI W FROM LONE PINE.
 GT0227'19.3 MILES WEST ALONG A ROAD AND A TRAIL FROM LONE PINE, INYO
 GT0227'COUNTY, ABOUT 100 YARDS EAST OF THE LOWER END OF THE SMALL
 GT0227'LAKE AT THE NORTH FOOT OF THE STEEP PITCH UP TO WHITNEY PASS,
 GT0227'10 FEET NORTH OF THE TRAIL, AND ON A ROCK LEDGE MARKED IN BLACK
 GT0227'PAINTED WITH USGS 12000 ON THE ROCK ABOVE IT.  A POINT ON THE
 GT0227'ROCK LEDGE.  NOTE-- THIS IS A TEMPORARY BENCH MARK OF THE
 GT0227'GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0381 ***********************************************************************
 HS0381  DESIGNATION -  12000 E 4000 N USN
 HS0381  PID         -  HS0381
 HS0381  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0381  USGS QUAD   -  STOCKTON WEST (1987)
 HS0381
 HS0381                         *CURRENT SURVEY CONTROL
 HS0381  ___________________________________________________________________
 HS0381* NAD 83(1986)-  37 56 57.     (N)    121 20 26.     (W)     SCALED    
 HS0381* NAVD 88     -         1.22   (+/-2cm)       4.0    (feet)  VERTCON   
 HS0381  ___________________________________________________________________
 HS0381  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HS0381  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0381
 HS0381.The horizontal coordinates were scaled from a topographic map and have
 HS0381.an estimated accuracy of +/- 6 seconds.
 HS0381
 HS0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0381.The vertical order pertains to the NGVD 29 superseded value.
 HS0381
 HS0381.The geoid height was determined by GEOID03.
 HS0381
 HS0381;                    North         East    Units  Estimated Accuracy
 HS0381;SPC CA 3     -   661,160.    1,926,130.      MT  (+/- 180 meters Scaled)
 HS0381
 HS0381                          SUPERSEDED SURVEY CONTROL
 HS0381
 HS0381  NGVD 29 (??/??/92)    0.60   (m)            2.0    (f) COMPUTED    1 2
 HS0381
 HS0381.Superseded values are not recommended for survey control.
 HS0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0381.See file dsdata.txt to determine how the superseded data were derived.
 HS0381
 HS0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH458014(NAD 83)
 HS0381_MARKER: R = RIVET
 HS0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0381+STABILITY: SURFACE MOTION
 HS0381
 HS0381  HISTORY     - Date     Condition        Report By
 HS0381  HISTORY     - UNK      MONUMENTED       DOD
 HS0381  HISTORY     - 1951     GOOD             NGS
 HS0381  HISTORY     - 1967     GOOD             NGS
 HS0381
 HS0381                          STATION DESCRIPTION
 HS0381
 HS0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0381'0.3 MI E FROM ROUGH AND READY ISLAND.
 HS0381'0.3 MILES EAST ALONG THE OLD BORDEN HIGHWAY FROM THE MAIN GATE
 HS0381'TO THE U.S. NAVAL SUPPLY ANNEX ON ROUGH AND READY ISLAND, THENCE
 HS0381'0.1 MILES EAST ALONG A PRIVATE PAVED ROAD, ABOUT 80 YARDS
 HS0381'NORTHEAST AND ACROSS FROM THE ANNEX COMMISSARY STORE BUILDING,
 HS0381'AT A RAILROAD CROSSING, 55.8 FEET NORTHEAST OF THE NORTHEAST RAIL
 HS0381'OF THE NORTHEAST TRACK, 6.7 FEET NORTH OF THE CENTER LINE OF THE
 HS0381'ROAD, 3.2 FEET SOUTH OF THE NORTH EDGE OF THE PAVEMENT, ABOUT
 HS0381'2.4 FEET UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST
 HS0381'ENCASED IN A 6-INCH IRON PIPE WITH A CAST IRON COVER FLUSH WITH
 HS0381'THE PAVEMENT.
 HS0381
 HS0381                          STATION RECOVERY (1967)
 HS0381
 HS0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0957 ***********************************************************************
 EV0957  DESIGNATION -  1201
 EV0957  PID         -  EV0957
 EV0957  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0957  USGS QUAD   -  REDLANDS (1996)
 EV0957
 EV0957                         *CURRENT SURVEY CONTROL
 EV0957  ___________________________________________________________________
 EV0957* NAD 83(1986)-  34 02 45.     (N)    117 13 48.     (W)     SCALED    
 EV0957* NAVD 88     -       367.022  (meters)    1204.14   (feet)  READJUSTED
 EV0957  ___________________________________________________________________
 EV0957  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 EV0957  DYNAMIC HT  -         366.600 (meters)    1202.75  (feet)  COMP
 EV0957  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 EV0957  OBS GRAVITY -     979,469.5   (mgal)                       GRAV_OBS
 EV0957
 EV0957  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0957
 EV0957.The horizontal coordinates were scaled from a topographic map and have
 EV0957.an estimated accuracy of +/- 6 seconds.
 EV0957
 EV0957.The orthometric height was determined by differential leveling
 EV0957.and adjusted in February 1993.
 EV0957.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0957.distribution rate of 0.0 thru 1.0 mm/km.
 EV0957.The height was derived from older observations constrained to new
 EV0957.heights in a crustal motion area.  The height is approximate in
 EV0957.relation to other heights in its vicinity.
 EV0957
 EV0957.The geoid height was determined by GEOID03.
 EV0957
 EV0957.The dynamic height is computed by dividing the NAVD 88
 EV0957.geopotential number by the normal gravity value computed on the
 EV0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0957.degrees latitude (g = 980.6199 gals.).
 EV0957
 EV0957.The modeled gravity was interpolated from observed gravity values.
 EV0957.The observed gravity was obtained from relative gravimeter ties
 EV0957.to the IGSN71 gravity network.
 EV0957
 EV0957;                    North         East    Units  Estimated Accuracy
 EV0957;SPC CA 5     -   560,820.    2,071,100.      MT  (+/- 180 meters Scaled)
 EV0957
 EV0957                          SUPERSEDED SURVEY CONTROL
 EV0957
 EV0957  NGVD 29 (??/??/92)  366.225  (m)         1201.52   (f) ADJ UNCH    1 1
 EV0957
 EV0957.Superseded values are not recommended for survey control.
 EV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0957.See file dsdata.txt to determine how the superseded data were derived.
 EV0957
 EV0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT787672(NAD 83)
 EV0957_MARKER: P = PIPE CAP
 EV0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0957_SP_SET: CULVERT
 EV0957_STAMPING: 1201 SEA
 EV0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0957
 EV0957  HISTORY     - Date     Condition        Report By
 EV0957  HISTORY     - UNK      MONUMENTED       USGS
 EV0957  HISTORY     - 1949     GOOD             NGS
 EV0957  HISTORY     - 1968     GOOD             CA-071
 EV0957  HISTORY     - 1978     GOOD             NGS
 EV0957  HISTORY     - 1984     GOOD             NGS
 EV0957
 EV0957                          STATION DESCRIPTION
 EV0957
 EV0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EV0957'AT BRYN MAWR.
 EV0957'AT BRYN MAWR, AT RAILROAD CROSSING B544.5 (WHITTIER AVENUE),
 EV0957'120 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE FREIGHT PLATFORM
 EV0957'AT THE SOUTHERN PACIFIC CO. RAILROAD STATION, 35.2 FEET SOUTH
 EV0957'OF THE SOUTH RAIL OF A SIDE TRACK, 11 1/2 FEET EAST OF POWER
 EV0957'LINE POLE 145713E, 17 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 EV0957'13 FEET SOUTH OF THE CENTER OF CULVERT 544.47, AND RIVETED ON
 EV0957'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 EV0957'GROUND.
 EV0957
 EV0957                          STATION RECOVERY (1968)
 EV0957
 EV0957'RECOVERY NOTE BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0957'RECOVERED IN GOOD CONDITION.
 EV0957
 EV0957                          STATION RECOVERY (1978)
 EV0957
 EV0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0957'AT BRYN MAWR, AT THE RAILROAD CROSSING B544.5 (WHITTIER AVENUE) 11.5
 EV0957'FEET EAST OF POWER LINE POLE NUMBER 1407053E, 17 FEET WEST OF THE
 EV0957'CENTER LINE OF WHITTIER AVENUE, 13 FEET SOUTH OF THE CENTER OF CULVERT
 EV0957'544.47 AND RIVETED ON TOP OF A 3.5 INCH IRON PIPE PROJECTING 0.6 FOOT
 EV0957'ABOVE GROUND, 51 FEET SOUTH OF THE SOUTH TRACK OF THE MAIN LINE, AND
 EV0957'IN LINE WITH THE SOUTH RIGHT-OF-WAY FENCE LINE.
 EV0957
 EV0957                          STATION RECOVERY (1984)
 EV0957
 EV0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9287 ***********************************************************************
 JT9287  DESIGNATION -  1201
 JT9287  PID         -  JT9287
 JT9287  STATE/COUNTY-  CA/NAPA
 JT9287  USGS QUAD   -  NAPA (1980)
 JT9287
 JT9287                         *CURRENT SURVEY CONTROL
 JT9287  ___________________________________________________________________
 JT9287* NAD 83(1986)-  38 17 48.     (N)    122 17 10.     (W)     SCALED    
 JT9287* NAVD 88     -         5.48   (+/-2cm)      18.0    (feet)  VERTCON   
 JT9287  ___________________________________________________________________
 JT9287  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9287  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9287
 JT9287.The horizontal coordinates were scaled from a topographic map and have
 JT9287.an estimated accuracy of +/- 6 seconds.
 JT9287
 JT9287.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9287.The vertical order pertains to the NGVD 29 superseded value.
 JT9287
 JT9287.The geoid height was determined by GEOID03.
 JT9287
 JT9287;                    North         East    Units  Estimated Accuracy
 JT9287;SPC CA 2     -   569,970.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9287
 JT9287                          SUPERSEDED SURVEY CONTROL
 JT9287
 JT9287  NGVD 29 (??/??/92)    4.698  (m)           15.41   (f) ADJ UNCH    1 1
 JT9287
 JT9287.Superseded values are not recommended for survey control.
 JT9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9287.See file dsdata.txt to determine how the superseded data were derived.
 JT9287
 JT9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624389(NAD 83)
 JT9287_MARKER: B = BOLT
 JT9287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT9287_SP_SET: CURB
 JT9287_MARK LOGO: NONE  
 JT9287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9287
 JT9287  HISTORY     - Date     Condition        Report By
 JT9287  HISTORY     - 1971     MONUMENTED       CA2330
 JT9287
 JT9287                          STATION DESCRIPTION
 JT9287
 JT9287'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9287'AT INTERSECTION OF THIRD AND BROWN STREETS, IN THE NORTHWEST CORNER ON
 JT9287'CURB A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0068 ***********************************************************************
 KS0068  DESIGNATION -  1204+94.06 BPR
 KS0068  PID         -  KS0068
 KS0068  STATE/COUNTY-  CA/PLUMAS
 KS0068  USGS QUAD   -  PORTOLA (1994)
 KS0068
 KS0068                         *CURRENT SURVEY CONTROL
 KS0068  ___________________________________________________________________
 KS0068* NAD 83(1986)-  39 48 41.     (N)    120 27 59.     (W)     SCALED    
 KS0068* NAVD 88     -      1473.71   (+/-2cm)    4835.0    (feet)  VERTCON   
 KS0068  ___________________________________________________________________
 KS0068  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 KS0068  VERT ORDER  -  ? (See Below)
 KS0068
 KS0068.The horizontal coordinates were scaled from a topographic map and have
 KS0068.an estimated accuracy of +/- 6 seconds.
 KS0068
 KS0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0068.The vertical order pertains to the NGVD 29 superseded value.
 KS0068
 KS0068.The geoid height was determined by GEOID03.
 KS0068
 KS0068;                    North         East    Units  Estimated Accuracy
 KS0068;SPC CA 1     -   554,230.    2,131,320.      MT  (+/- 180 meters Scaled)
 KS0068
 KS0068                          SUPERSEDED SURVEY CONTROL
 KS0068
 KS0068  NGVD 29 (??/??/??) 1472.655  (m)         4831.54   (f) ADJUSTED    ?  
 KS0068
 KS0068.Superseded values are not recommended for survey control.
 KS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0068.See file dsdata.txt to determine how the superseded data were derived.
 KS0068
 KS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK168098(NAD 83)
 KS0068_MARKER: Z = SEE DESCRIPTION
 KS0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0068+STABILITY: SURFACE MOTION
 KS0068
 KS0068  HISTORY     - Date     Condition        Report By
 KS0068  HISTORY     - UNK      MONUMENTED       BPR
 KS0068  HISTORY     - 1934     GOOD             NGS
 KS0068  HISTORY     - 1972     MARK NOT FOUND   USGS
 KS0068
 KS0068                          STATION DESCRIPTION
 KS0068
 KS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0068'AT PORTOLA.
 KS0068'AT THE EAST EDGE OF PORTOLA, PLUMAS COUNTY, AND 50 FEET NORTH
 KS0068'OF THE CENTERLINE OF STATE HIGHWAY 24.  A CONCRETE POST.
 KS0068
 KS0068                          STATION RECOVERY (1972)
 KS0068
 KS0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KS0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3309 ***********************************************************************
 AH3309  DESIGNATION -  1205 1
 AH3309  PID         -  AH3309
 AH3309  STATE/COUNTY-  CA/LOS ANGELES
 AH3309  USGS QUAD   -  BURBANK (1994)
 AH3309
 AH3309                         *CURRENT SURVEY CONTROL
 AH3309  ___________________________________________________________________
 AH3309* NAD 83(1986)-  34 09 26.     (N)    118 20 04.     (W)     SCALED    
 AH3309* NAVD 88     -       160.430  (meters)     526.34   (feet)  ADJUSTED  
 AH3309  ___________________________________________________________________
 AH3309  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AH3309  DYNAMIC HT  -         160.262 (meters)     525.79  (feet)  COMP
 AH3309  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 AH3309
 AH3309  VERT ORDER  -  FIRST     CLASS II
 AH3309
 AH3309.The horizontal coordinates were scaled from a topographic map and have
 AH3309.an estimated accuracy of +/- 6 seconds.
 AH3309
 AH3309.The orthometric height was determined by differential leveling
 AH3309.and adjusted in May 1999.
 AH3309
 AH3309.The geoid height was determined by GEOID03.
 AH3309
 AH3309.The dynamic height is computed by dividing the NAVD 88
 AH3309.geopotential number by the normal gravity value computed on the
 AH3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3309.degrees latitude (g = 980.6199 gals.).
 AH3309
 AH3309.The modeled gravity was interpolated from observed gravity values.
 AH3309
 AH3309;                    North         East    Units  Estimated Accuracy
 AH3309;SPC CA 5     -   572,950.    1,969,160.      MT  (+/- 180 meters Scaled)
 AH3309
 AH3309                          SUPERSEDED SURVEY CONTROL
 AH3309
 AH3309.No superseded survey control is available for this station.
 AH3309
 AH3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT769803(NAD 83)
 AH3309_MARKER: DB = BENCH MARK DISK
 AH3309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3309_SP_SET: CATCH BASIN
 AH3309_STAMPING: CITY OF BURBANK BM 1205-1
 AH3309_MARK LOGO: CA0480
 AH3309_PROJECTION: FLUSH
 AH3309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3309+STABILITY: SURFACE MOTION
 AH3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3309+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 AH3309
 AH3309  HISTORY     - Date     Condition        Report By
 AH3309  HISTORY     - UNK      MONUMENTED       CA0480
 AH3309  HISTORY     - 19970421 GOOD             MWDSC
 AH3309
 AH3309                          STATION DESCRIPTION
 AH3309
 AH3309'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3309'IN THE CITY OF BURBANK, IN THE NORTHEAST CORNER OF ALAMEDA AVE AND
 AH3309'NIAGARA STREET, 14.9 M (48.9 FT) NORTHEAST OF THE CENTERLINE OF
 AH3309'NIAGARA STREET, 12.8 M (42.0 FT) NORTHWEST OF THE CENTERLINE OF
 AH3309'ALAMEDA AVENUE, STATION IS LOCATED IN THE NORTHWESTERLY CORNER OF AN
 AH3309'1.2 M (3.9 FT) BY 2.4 M (7.9 FT) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0545 ***********************************************************************
 FU0545  DESIGNATION -  1205 USGS
 FU0545  PID         -  FU0545
 FU0545  STATE/COUNTY-  CA/KERN
 FU0545  USGS QUAD   -  NORTH OF OILDALE (1973)
 FU0545
 FU0545                         *CURRENT SURVEY CONTROL
 FU0545  ___________________________________________________________________
 FU0545* NAD 83(1986)-  35 30 05.     (N)    119 00 26.     (W)     SCALED    
 FU0545* NAVD 88     -       367.95   (+/-2cm)    1207.2    (feet)  VERTCON   
 FU0545  ___________________________________________________________________
 FU0545  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FU0545  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU0545
 FU0545.The horizontal coordinates were scaled from a topographic map and have
 FU0545.an estimated accuracy of +/- 6 seconds.
 FU0545
 FU0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0545.The vertical order pertains to the NGVD 29 superseded value.
 FU0545
 FU0545.The geoid height was determined by GEOID03.
 FU0545
 FU0545;                    North         East    Units  Estimated Accuracy
 FU0545;SPC CA 5     -   722,470.    1,908,620.      MT  (+/- 180 meters Scaled)
 FU0545
 FU0545                          SUPERSEDED SURVEY CONTROL
 FU0545
 FU0545  NGVD 29 (??/??/92)  367.076  (m)         1204.32   (f) ADJ UNCH    1 2
 FU0545
 FU0545.Superseded values are not recommended for survey control.
 FU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0545.See file dsdata.txt to determine how the superseded data were derived.
 FU0545
 FU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV179305(NAD 83)
 FU0545_MARKER: DD = SURVEY DISK
 FU0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0545_STAMPING: 1205
 FU0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0545+STABILITY: SURFACE MOTION
 FU0545
 FU0545  HISTORY     - Date     Condition        Report By
 FU0545  HISTORY     - UNK      MONUMENTED       USGS
 FU0545  HISTORY     - 1968     GOOD             NGS
 FU0545
 FU0545                          STATION DESCRIPTION
 FU0545
 FU0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU0545'5.5 MI N FROM OILDALE.
 FU0545'4.45 MILES NORTH ALONG WOODY ROAD FROM THE HIGHLAND FIRE STATION
 FU0545'AT OILDALE, THENCE 1.05 MILES NORTH ALONG AN OIL FIELD ROAD, ON
 FU0545'THE HIGHEST POINT IN THE AREA, 100 YARDS NORTHWEST OF OIL WELL
 FU0545'NO. P 29, 66 YARDS NORTHWEST OF THE NORTHWEST ONE OF THREE LARGE
 FU0545'STORAGE TANKS, 31.6 FEET SOUTHWEST OF OIL HILL TRIANGULATION
 FU0545'STATION, 66.2 FEET SOUTH-SOUTHWEST OF OIL HILL R.M. 2, AND SET
 FU0545'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 FU0545'GROUND.  NOTE-- THE CONCRETE POST IS LEANING BADLY BUT SOLID.
 FU0545'ROD WAS HELD OVER LO IN GEOLOGICAL DURING THE 1968 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0158 ***********************************************************************
 LU0158  DESIGNATION -  1209.60
 LU0158  PID         -  LU0158
 LU0158  STATE/COUNTY-  CA/SHASTA
 LU0158  USGS QUAD   -  O'BRIEN (1990)
 LU0158
 LU0158                         *CURRENT SURVEY CONTROL
 LU0158  ___________________________________________________________________
 LU0158* NAD 83(1986)-  40 50 50.     (N)    122 20 19.     (W)     SCALED    
 LU0158* NAVD 88     -       369.613  (meters)    1212.64   (feet)  ADJUSTED  
 LU0158  ___________________________________________________________________
 LU0158  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 LU0158  DYNAMIC HT  -         369.416 (meters)    1211.99  (feet)  COMP
 LU0158  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 LU0158
 LU0158  VERT ORDER  -  FIRST     CLASS II
 LU0158
 LU0158.The horizontal coordinates were scaled from a topographic map and have
 LU0158.an estimated accuracy of +/- 6 seconds.
 LU0158
 LU0158.The orthometric height was determined by differential leveling
 LU0158.and adjusted in June 1991.
 LU0158
 LU0158.The geoid height was determined by GEOID03.
 LU0158
 LU0158.The dynamic height is computed by dividing the NAVD 88
 LU0158.geopotential number by the normal gravity value computed on the
 LU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0158.degrees latitude (g = 980.6199 gals.).
 LU0158
 LU0158.The modeled gravity was interpolated from observed gravity values.
 LU0158
 LU0158;                    North         East    Units  Estimated Accuracy
 LU0158;SPC CA 1     -   668,150.    1,971,450.      MT  (+/- 180 meters Scaled)
 LU0158
 LU0158                          SUPERSEDED SURVEY CONTROL
 LU0158
 LU0158  NGVD 29 (??/??/92)  368.798  (m)         1209.96   (f) ADJ UNCH    1 2
 LU0158
 LU0158.Superseded values are not recommended for survey control.
 LU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0158.See file dsdata.txt to determine how the superseded data were derived.
 LU0158
 LU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL557220(NAD 83)
 LU0158_MARKER: DD = SURVEY DISK
 LU0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0158_SP_SET: CULVERT
 LU0158_STAMPING: 1209.60
 LU0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0158
 LU0158  HISTORY     - Date     Condition        Report By
 LU0158  HISTORY     - UNK      MONUMENTED       CADH
 LU0158  HISTORY     - 1943     GOOD             NGS
 LU0158  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0158
 LU0158                          STATION DESCRIPTION
 LU0158
 LU0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0158'9.8 MI S FROM DELTA.
 LU0158'9.8 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0158'DELTA, SHASTA COUNTY, NEAR THE MIDDLE OF A LARGE CUT, AT CULVERT
 LU0158'C 166+34, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, AND
 LU0158'28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A CALIFORNIA
 LU0158'DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1209.60.
 LU0158
 LU0158                          STATION RECOVERY (1988)
 LU0158
 LU0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0158'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0744 ***********************************************************************
 FV0744  DESIGNATION -  121
 FV0744  PID         -  FV0744
 FV0744  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0744  USGS QUAD   -  PISMO BEACH (1994)
 FV0744
 FV0744                         *CURRENT SURVEY CONTROL
 FV0744  ___________________________________________________________________
 FV0744* NAD 83(1986)-  35 14 26.     (N)    120 40 39.     (W)     SCALED    
 FV0744* NAVD 88     -        37.51   (+/-2cm)     123.1    (feet)  VERTCON   
 FV0744  ___________________________________________________________________
 FV0744  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 FV0744  OBS GRAVITY -     979,742.1   (mgal)                       GRAV_OBS
 FV0744
 FV0744  VERT ORDER  -  FIRST     CLASS I (See Below)
 FV0744
 FV0744.The horizontal coordinates were scaled from a topographic map and have
 FV0744.an estimated accuracy of +/- 6 seconds.
 FV0744
 FV0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0744.The vertical order pertains to the NGVD 29 superseded value.
 FV0744
 FV0744.The geoid height was determined by GEOID03.
 FV0744.The observed gravity was obtained from relative gravimeter ties
 FV0744.to the IGSN71 gravity network.
 FV0744
 FV0744;                    North         East    Units  Estimated Accuracy
 FV0744;SPC CA 5     -   696,320.    1,756,330.      MT  (+/- 180 meters Scaled)
 FV0744
 FV0744                          SUPERSEDED SURVEY CONTROL
 FV0744
 FV0744  NGVD 29 (06/17/91)   36.630  (m)          120.18   (f) ADJUSTED    1 1
 FV0744
 FV0744.Superseded values are not recommended for survey control.
 FV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0744.See file dsdata.txt to determine how the superseded data were derived.
 FV0744
 FV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE113021(NAD 83)
 FV0744_MARKER: DD = SURVEY DISK
 FV0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0744_SP_SET: CONCRETE POST
 FV0744_STAMPING: 121 2E 1938
 FV0744_MARK LOGO: USGS  
 FV0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 FV0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0744+STABILITY: SURFACE MOTION
 FV0744
 FV0744  HISTORY     - Date     Condition        Report By
 FV0744  HISTORY     - 1938     MONUMENTED       USGS
 FV0744  HISTORY     - 1957     GOOD             NGS
 FV0744  HISTORY     - 1977     GOOD             NGS
 FV0744  HISTORY     - 19820528 GOOD             CA3370
 FV0744  HISTORY     - 20060109 MARK NOT FOUND   GEOCAC
 FV0744
 FV0744                          STATION DESCRIPTION
 FV0744
 FV0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0744'3.1 MI SW FROM SAN LUIS OBISPO.
 FV0744'0.6 MILE SOUTHWEST ALONG MARSH STREET FROM THE POST OFFICE AT
 FV0744'SAN LUIS OBISPO, THENCE 2.5 MILES SOUTHWEST ALONG ALTERNATE
 FV0744'U.S. HIGHWAY 101, IN R 12 E, T 31 S, NEAR THE CENTER OF SECTION
 FV0744'10, AT THE EAST CORNER OF THE CASTLE MOTOR INN PROPERTY, AT THE
 FV0744'JUNCTION OF A DRIVEWAY LEADING NORTHWEST TO THE W.P. MAUGHAN
 FV0744'RESIDENCE, 31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FV0744'12 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 2.6 FEET
 FV0744'SOUTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A WITNESS POST,
 FV0744'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 FV0744'OF A CONCRETE POST PROJECTING 1.3 FEET ABOVE THE GROUND.
 FV0744
 FV0744                          STATION RECOVERY (1977)
 FV0744
 FV0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0744'2.45 MILES SOUTH ALONG HIEGRA STREET (ALTERNATE U.S. HIGHWAY 101)
 FV0744'FROM THE INTERSECTION OF MARSH STREET AT SAN LUIS OBISPO, 0.05 MILE
 FV0744'NORTH OF THE P. G. AND E. SERVICE CENTER ENTRANCE, AT THE JUNCTION
 FV0744'OF A DIRT ROAD LEADING WEST, AND AT THE NORTHEAST CORNER OF THE
 FV0744'CASTLE APARTMENTS PROPERTY, 31 FEET WEST OF THE CENTER LINE OF THE
 FV0744'STREET, 11.5 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 2.5
 FV0744'FEET EAST OF A 6 BY 6-INCH WOODEN FENCE CORNER POST, 2 FEET NORTH
 FV0744'OF A WOODEN WITNESS POST.
 FV0744
 FV0744                          STATION RECOVERY (1982)
 FV0744
 FV0744'RECOVERY NOTE BY CITY OF SAN LUIS OBISPO CALIFORNIA 1982
 FV0744'RECOVERED IN GOOD CONDITION.
 FV0744
 FV0744                          STATION RECOVERY (2006)
 FV0744
 FV0744'RECOVERY NOTE BY GEOCACHING 2006 (MDT)
 FV0744'COULD NOT FIND THE CONCRETE MONUMENT THIS BENCHMARK IS SUPPOSED TO BE
 FV0744'MOUNTED INTO. TALKED WITH THE PROPERTY OWNERS - THEY HAVE NO
 FV0744'RECOLLECTION OF IT, AND COULD NOT FIND IT EITHER. WE ARE FAIRLY
 FV0744'CERTAIN WE WERE AT THE CORRECT LOCATION BASED ON THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1903 ***********************************************************************
 DX1903  DESIGNATION -  121
 DX1903  PID         -  DX1903
 DX1903  STATE/COUNTY-  CA/ORANGE
 DX1903  USGS QUAD   -  TUSTIN (1981)
 DX1903
 DX1903                         *CURRENT SURVEY CONTROL
 DX1903  ___________________________________________________________________
 DX1903* NAD 83(1986)-  33 44 45.     (N)    117 51 34.     (W)     SCALED    
 DX1903* NAVD 88     -        37.42   (+/-2cm)     122.8    (feet)  VERTCON   
 DX1903  ___________________________________________________________________
 DX1903  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 DX1903  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1903
 DX1903.The horizontal coordinates were scaled from a topographic map and have
 DX1903.an estimated accuracy of +/- 6 seconds.
 DX1903
 DX1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1903.The vertical order pertains to the NGVD 29 superseded value.
 DX1903
 DX1903.The geoid height was determined by GEOID03.
 DX1903
 DX1903;                    North         East    Units  Estimated Accuracy
 DX1903;SPC CA 6     -   676,290.    1,850,880.      MT  (+/- 180 meters Scaled)
 DX1903
 DX1903                          SUPERSEDED SURVEY CONTROL
 DX1903
 DX1903  NGVD 29 (??/??/??)   36.704  (m)          120.42   (f) ADJUSTED    1 2
 DX1903
 DX1903.Superseded values are not recommended for survey control.
 DX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1903.See file dsdata.txt to determine how the superseded data were derived.
 DX1903
 DX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT203343(NAD 83)
 DX1903_MARKER: DD = SURVEY DISK
 DX1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1903_STAMPING: 5
 DX1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1903+STABILITY: SURFACE MOTION
 DX1903
 DX1903  HISTORY     - Date     Condition        Report By
 DX1903  HISTORY     - UNK      MONUMENTED       CA3420
 DX1903  HISTORY     - 1955     GOOD             NGS
 DX1903  HISTORY     - 1958     GOOD             NGS
 DX1903  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1903
 DX1903                          STATION DESCRIPTION
 DX1903
 DX1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1903'AT SANTA ANA.
 DX1903'AT SANTA ANA, AT THE T JUNCTION OF EAST FIRST AND SOUTH HALLADAY
 DX1903'STREETS, AT THE CENTER LINE OF SOUTH HALLADAY STREET, 5.0 FEET
 DX1903'NORTH OF THE CENTER LINE OF EAST FIRST STREET, AND SET IN CONCRETE
 DX1903'ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH
 DX1903'IS HAD THROUGH A 6-INCH TILE PIPE WITH AN 8-INCH METAL COVER
 DX1903'MARKED MON.
 DX1903
 DX1903                          STATION RECOVERY (1958)
 DX1903
 DX1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1903'RECOVERED IN GOOD CONDITION.
 DX1903
 DX1903                          STATION RECOVERY (1977)
 DX1903
 DX1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1903'ACCESS PLATE WAS VISIBLE FROM STREET CURB, NO INVESTIGATION MADE
 DX1903'UNDER ACCESS PLATE IN THE INTEREST OF SAFETY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1029 ***********************************************************************
 KS1029  DESIGNATION -  121 BB USGS
 KS1029  PID         -  KS1029
 KS1029  STATE/COUNTY-  CA/BUTTE
 KS1029  USGS QUAD   -  PALERMO (1970)
 KS1029
 KS1029                         *CURRENT SURVEY CONTROL
 KS1029  ___________________________________________________________________
 KS1029* NAD 83(1986)-  39 23 07.     (N)    121 32 43.     (W)     SCALED    
 KS1029* NAVD 88     -        37.727  (meters)     123.78   (feet)  ADJUSTED  
 KS1029  ___________________________________________________________________
 KS1029  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 KS1029  DYNAMIC HT  -          37.705 (meters)     123.70  (feet)  COMP
 KS1029  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KS1029
 KS1029  VERT ORDER  -  FIRST     CLASS II
 KS1029
 KS1029.The horizontal coordinates were scaled from a topographic map and have
 KS1029.an estimated accuracy of +/- 6 seconds.
 KS1029
 KS1029.The orthometric height was determined by differential leveling
 KS1029.and adjusted in June 1991.
 KS1029
 KS1029.The geoid height was determined by GEOID03.
 KS1029
 KS1029.The dynamic height is computed by dividing the NAVD 88
 KS1029.geopotential number by the normal gravity value computed on the
 KS1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1029.degrees latitude (g = 980.6199 gals.).
 KS1029
 KS1029.The modeled gravity was interpolated from observed gravity values.
 KS1029
 KS1029;                    North         East    Units  Estimated Accuracy
 KS1029;SPC CA 2     -   690,880.    2,039,170.      MT  (+/- 180 meters Scaled)
 KS1029
 KS1029                          SUPERSEDED SURVEY CONTROL
 KS1029
 KS1029  NGVD 29 (??/??/??)   37.038  (m)          121.52   (f) ADJUSTED    1 2
 KS1029
 KS1029.Superseded values are not recommended for survey control.
 KS1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1029.See file dsdata.txt to determine how the superseded data were derived.
 KS1029
 KS1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ252605(NAD 83)
 KS1029_MARKER: P = PIPE CAP
 KS1029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS1029_STAMPING: CAL 121 BBR 1909
 KS1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1029+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS1029
 KS1029  HISTORY     - Date     Condition        Report By
 KS1029  HISTORY     - 1909     MONUMENTED       USGS
 KS1029  HISTORY     - 1948     GOOD             NGS
 KS1029  HISTORY     - 1949     GOOD             NGS
 KS1029  HISTORY     - 20040324 GOOD             CADT
 KS1029
 KS1029                          STATION DESCRIPTION
 KS1029
 KS1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS1029'3.4 MI SE FROM PALERMO.
 KS1029'3.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS1029'FROM THE STATION AT PALERMO, ABOUT 6 POLES NORTHWEST OF MILEPOST
 KS1029'139, AT COXLANE CROSSING 139.2, AT A POWER LINE CROSSING, 44.0
 KS1029'FEET EAST OF THE EAT RAIL, 33 1/2 FEET SOUTH OF THE CENTER
 KS1029'LINE OF COXLANE, 6.7 FEET SOUTH OF THE COXLANE RIGHT-OF-WAY
 KS1029'FENCE, 2 1/2 FEET SOUTHWEST OF TELEPHONE POLE 644, IN LINE
 KS1029'WITH A ROW OF TELEPHONE POLES, AND RIVETED ON TOP OF A 3 1/2-INCH
 KS1029'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 KS1029
 KS1029                          STATION RECOVERY (1949)
 KS1029
 KS1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 KS1029'RECOVERED IN GOOD CONDITION.
 KS1029
 KS1029                          STATION RECOVERY (2004)
 KS1029
 KS1029'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI8020 ***********************************************************************
 AI8020  DESIGNATION -  121 JD
 AI8020  PID         -  AI8020
 AI8020  STATE/COUNTY-  CA/SANTA CLARA
 AI8020  USGS QUAD   -  LICK OBSERVATORY (1973)
 AI8020
 AI8020                         *CURRENT SURVEY CONTROL
 AI8020  ___________________________________________________________________
 AI8020* NAD 83(1986)-  37 19 24.     (N)    121 40 06.     (W)     SCALED    
 AI8020* NAVD 88     -       657.442  (meters)    2156.96   (feet)  ADJUSTED  
 AI8020  ___________________________________________________________________
 AI8020  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AI8020  DYNAMIC HT  -         656.890 (meters)    2155.15  (feet)  COMP
 AI8020  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 AI8020
 AI8020  VERT ORDER  -  FIRST     CLASS II
 AI8020
 AI8020.The horizontal coordinates were scaled from a topographic map and have
 AI8020.an estimated accuracy of +/- 6 seconds.
 AI8020
 AI8020.The orthometric height was determined by differential leveling
 AI8020.and adjusted in July 2002.
 AI8020.No vertical observational check was made to the station.
 AI8020
 AI8020.The geoid height was determined by GEOID03.
 AI8020
 AI8020.The dynamic height is computed by dividing the NAVD 88
 AI8020.geopotential number by the normal gravity value computed on the
 AI8020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8020.degrees latitude (g = 980.6199 gals.).
 AI8020
 AI8020.The modeled gravity was interpolated from observed gravity values.
 AI8020
 AI8020;                    North         East    Units  Estimated Accuracy
 AI8020;SPC CA 3     -   592,020.    1,896,450.      MT  (+/- 180 meters Scaled)
 AI8020
 AI8020                          SUPERSEDED SURVEY CONTROL
 AI8020
 AI8020.No superseded survey control is available for this station.
 AI8020
 AI8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG179315(NAD 83)
 AI8020_MARKER: DB = BENCH MARK DISK
 AI8020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8020_STAMPING: 121 JD 1953 2154
 AI8020_MARK LOGO: USGS  
 AI8020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8020+STABILITY: SURFACE MOTION
 AI8020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8020+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2008
 AI8020
 AI8020  HISTORY     - Date     Condition        Report By
 AI8020  HISTORY     - 1953     MONUMENTED       USGS
 AI8020  HISTORY     - 20000802 GOOD             NGS
 AI8020  HISTORY     - 20080706 GOOD             GEOCAC
 AI8020
 AI8020                          STATION DESCRIPTION
 AI8020
 AI8020'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8020'2.3 KM (1.40 MI) NORTHEASTERLY ALONG ALUM ROCK AVENUE FROM THE
 AI8020'JUNCTION OF INTERSTATE HIGHWAY 680 IN SAN JOSE, THENCE 20.6 KM (12.80
 AI8020'MI) EASTERLY ALONG STATE HIGHWAY 130, 69.8 M (229.0 FT) SOUTHEAST OF
 AI8020'THE HIGHWAY CENTERLINE, 34.7 M (113.8 FT) NORTHWEST OF THE CENTER OF A
 AI8020'GATE, 6.2 M (20.3 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, 0.2 M
 AI8020'(0.7 FT) NORTHWEST OF A FENCE POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF
 AI8020'THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AI8020'SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 AI8020
 AI8020                          STATION RECOVERY (2008)
 AI8020
 AI8020'RECOVERY NOTE BY GEOCACHING 2008 (LS)
 AI8020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1987 ***********************************************************************
 FV1987  DESIGNATION -  121 RESET
 FV1987  PID         -  FV1987
 FV1987  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1987  USGS QUAD   -  PISMO BEACH (1994)
 FV1987
 FV1987                         *CURRENT SURVEY CONTROL
 FV1987  ___________________________________________________________________
 FV1987* NAD 83(1986)-  35 14 26.     (N)    120 40 39.     (W)     SCALED    
 FV1987* NAVD 88     -        36.484  (meters)     119.70   (feet)  ADJUSTED  
 FV1987  ___________________________________________________________________
 FV1987  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 FV1987  DYNAMIC HT  -          36.452 (meters)     119.59  (feet)  COMP
 FV1987  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 FV1987
 FV1987  VERT ORDER  -  FIRST     CLASS II
 FV1987
 FV1987.The horizontal coordinates were scaled from a topographic map and have
 FV1987.an estimated accuracy of +/- 6 seconds.
 FV1987
 FV1987.The orthometric height was determined by differential leveling
 FV1987.and adjusted in June 1991.
 FV1987
 FV1987.The geoid height was determined by GEOID03.
 FV1987
 FV1987.The dynamic height is computed by dividing the NAVD 88
 FV1987.geopotential number by the normal gravity value computed on the
 FV1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV1987.degrees latitude (g = 980.6199 gals.).
 FV1987
 FV1987.The modeled gravity was interpolated from observed gravity values.
 FV1987
 FV1987;                    North         East    Units  Estimated Accuracy
 FV1987;SPC CA 5     -   696,320.    1,756,330.      MT  (+/- 180 meters Scaled)
 FV1987
 FV1987                          SUPERSEDED SURVEY CONTROL
 FV1987
 FV1987.No superseded survey control is available for this station.
 FV1987
 FV1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE113021(NAD 83)
 FV1987_MARKER: DV = VERTICAL CONTROL DISK
 FV1987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FV1987_SP_SET: CURB
 FV1987_STAMPING: 121 USGS RESET 1982
 FV1987_MARK LOGO: NGS   
 FV1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 FV1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV1987+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 FV1987
 FV1987  HISTORY     - Date     Condition        Report By
 FV1987  HISTORY     - 1982     MONUMENTED       NGS
 FV1987  HISTORY     - 19890210 GOOD             NGS
 FV1987  HISTORY     - 20060109 GOOD             GEOCAC
 FV1987
 FV1987                          STATION DESCRIPTION
 FV1987
 FV1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FV1987'IN PISMO BEACH, AT 4280 SOUTH HIGUERA STREET, IN THE NORTHWEST
 FV1987'CONCRETE CURB OF THE STREET, 34.4 M (112.9 FT) SOUTHWEST OF THE CENTER
 FV1987'OF A DRIVEWAY, 27.6 M (90.6 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 FV1987'MOST SOUTHWESTERLY 1 OF 3 APARTMENT BUILDINGS AT 4280 HIGUERA STREET,
 FV1987'9.8 M (32.2 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, AND FLUSH
 FV1987'WITH A SIDEWALK.
 FV1987
 FV1987                          STATION RECOVERY (2006)
 FV1987
 FV1987'RECOVERY NOTE BY GEOCACHING 2006 (MDT)
 FV1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0519 ***********************************************************************
 DB0519  DESIGNATION -  121.035 BOR
 DB0519  PID         -  DB0519
 DB0519  STATE/COUNTY-  CA/IMPERIAL
 DB0519  USGS QUAD   -  GLAMIS SE (1954)
 DB0519
 DB0519                         *CURRENT SURVEY CONTROL
 DB0519  ___________________________________________________________________
 DB0519* NAD 83(1986)-  32 50 06.     (N)    115 05 41.     (W)     SCALED    
 DB0519* NAVD 88     -        37.611  (meters)     123.40   (feet)  READJUSTED
 DB0519  ___________________________________________________________________
 DB0519  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DB0519  DYNAMIC HT  -          37.570 (meters)     123.26  (feet)  COMP
 DB0519  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 DB0519
 DB0519  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0519
 DB0519.The horizontal coordinates were scaled from a topographic map and have
 DB0519.an estimated accuracy of +/- 6 seconds.
 DB0519
 DB0519.The orthometric height was determined by differential leveling
 DB0519.and adjusted in January 1995.
 DB0519.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0519.distribution rate of 1.1 thru 2.0 mm/km.
 DB0519.The height was derived from older observations constrained to new
 DB0519.heights in a crustal motion area.  The height is approximate in
 DB0519.relation to other heights in its vicinity.
 DB0519
 DB0519.The geoid height was determined by GEOID03.
 DB0519
 DB0519.The dynamic height is computed by dividing the NAVD 88
 DB0519.geopotential number by the normal gravity value computed on the
 DB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0519.degrees latitude (g = 980.6199 gals.).
 DB0519
 DB0519.The modeled gravity was interpolated from observed gravity values.
 DB0519
 DB0519;                    North         East    Units  Estimated Accuracy
 DB0519;SPC CA 6     -   574,720.    2,108,160.      MT  (+/- 180 meters Scaled)
 DB0519
 DB0519                          SUPERSEDED SURVEY CONTROL
 DB0519
 DB0519  NGVD 29 (??/??/??)   36.888  (m)          121.02   (f) ADJUSTED    2 1
 DB0519
 DB0519.Superseded values are not recommended for survey control.
 DB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0519.See file dsdata.txt to determine how the superseded data were derived.
 DB0519
 DB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS783346(NAD 83)
 DB0519_MARKER: DD = SURVEY DISK
 DB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0519_STAMPING: 121.035
 DB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0519+STABILITY: SURFACE MOTION
 DB0519
 DB0519  HISTORY     - Date     Condition        Report By
 DB0519  HISTORY     - UNK      MONUMENTED       BOR
 DB0519  HISTORY     - 1971     GOOD             NGS
 DB0519  HISTORY     - 1974     GOOD
 DB0519  HISTORY     - 1977     GOOD
 DB0519  HISTORY     - 1980     GOOD             BOR
 DB0519
 DB0519                          STATION DESCRIPTION
 DB0519
 DB0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0519'16 MI NE FROM HOLTVILLE.
 DB0519'FROM THE INTERSECTION OF U.S. 80 AND HOLT RD. IN HOLTVILLE,
 DB0519'PROCEED E. ON U.S. 80 APPROXIMATELY 27 MILES TO WHERE THE HIGHWAY
 DB0519'CROSSES THE ALL AMERICAN CANAL, FOLLOW THE N. CANAL BANK N.E.
 DB0519'ABOUT 1/2 MILE TO THE BEGINNING OF THE COCHELLA CANAL, FOLLOW
 DB0519'THE W. BANK OF THE COCHELLA CANAL N. APPROXIMATELY 12.9 MILES.
 DB0519'THE BENCH MARK IS ABOUT 30 FT. FROM THE TOE OF THE W. SPOILS
 DB0519'BANK OF THE CANAL AND IS SET ON A CONCRETE CYLINDER, AND IS 0.5
 DB0519'FT. ABOVE THE GROUND SURFACE.  SECTION 22, T 15 S., R 18 E.
 DB0519
 DB0519                          STATION RECOVERY (1974)
 DB0519
 DB0519'RECOVERED 1974
 DB0519'RECOVERED IN GOOD CONDITION.
 DB0519
 DB0519                          STATION RECOVERY (1977)
 DB0519
 DB0519'RECOVERED 1977
 DB0519'RECOVERED IN GOOD CONDITION.
 DB0519
 DB0519                          STATION RECOVERY (1980)
 DB0519
 DB0519'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0914 ***********************************************************************
 GU0914  DESIGNATION -  121.34 L
 GU0914  PID         -  GU0914
 GU0914  STATE/COUNTY-  CA/FRESNO
 GU0914  USGS QUAD   -  LEVIS (1984)
 GU0914
 GU0914                         *CURRENT SURVEY CONTROL
 GU0914  ___________________________________________________________________
 GU0914* NAD 83(1986)-  36 33 39.     (N)    120 27 13.     (W)     SCALED    
 GU0914* NAVD 88     -       101.334  (meters)     332.46   (feet)  ADJUSTED  
 GU0914  ___________________________________________________________________
 GU0914  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0914  DYNAMIC HT  -         101.247 (meters)     332.17  (feet)  COMP
 GU0914  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GU0914
 GU0914  VERT ORDER  -  FIRST     CLASS II
 GU0914
 GU0914.The horizontal coordinates were scaled from a topographic map and have
 GU0914.an estimated accuracy of +/- 6 seconds.
 GU0914
 GU0914.The orthometric height was determined by differential leveling
 GU0914.and adjusted in June 1991.
 GU0914
 GU0914.The geoid height was determined by GEOID03.
 GU0914
 GU0914.The dynamic height is computed by dividing the NAVD 88
 GU0914.geopotential number by the normal gravity value computed on the
 GU0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0914.degrees latitude (g = 980.6199 gals.).
 GU0914
 GU0914.The modeled gravity was interpolated from observed gravity values.
 GU0914
 GU0914;                    North         East    Units  Estimated Accuracy
 GU0914;SPC CA 4     -   637,190.    1,869,880.      MT  (+/- 180 meters Scaled)
 GU0914
 GU0914                          SUPERSEDED SURVEY CONTROL
 GU0914
 GU0914  NGVD 29 (??/??/92)  100.416  (m)          329.45   (f) ADJ UNCH    1 2
 GU0914
 GU0914.Superseded values are not recommended for survey control.
 GU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0914.See file dsdata.txt to determine how the superseded data were derived.
 GU0914
 GU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF278491(NAD 83)
 GU0914_MARKER: DD = SURVEY DISK
 GU0914_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0914_SP_SET: CANAL LINING
 GU0914_STAMPING: 121.34 L SG 502
 GU0914_MARK LOGO: BOR   
 GU0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0914+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0914
 GU0914  HISTORY     - Date     Condition        Report By
 GU0914  HISTORY     - UNK      MONUMENTED       BOR
 GU0914  HISTORY     - 1969     GOOD             NGS
 GU0914  HISTORY     - 1975     GOOD             NGS
 GU0914  HISTORY     - 19881206 GOOD             NGS
 GU0914
 GU0914                          STATION DESCRIPTION
 GU0914
 GU0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0914'34.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0914'34.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0914'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 9, IN THE TOP
 GU0914'OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 234.0 FEET
 GU0914'NORTHWEST OF A STEEL LADDER, 0.9 FOOT SOUTHWEST OF A WITNESS
 GU0914'POST.
 GU0914
 GU0914                          STATION RECOVERY (1975)
 GU0914
 GU0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0914'RECOVERED IN GOOD CONDITION.
 GU0914
 GU0914                          STATION RECOVERY (1988)
 GU0914
 GU0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0910 ***********************************************************************
 GU0910  DESIGNATION -  121.92 L
 GU0910  PID         -  GU0910
 GU0910  STATE/COUNTY-  CA/FRESNO
 GU0910  USGS QUAD   -  LEVIS (1984)
 GU0910
 GU0910                         *CURRENT SURVEY CONTROL
 GU0910  ___________________________________________________________________
 GU0910* NAD 83(1986)-  36 33 24.     (N)    120 26 41.     (W)     SCALED    
 GU0910* NAVD 88     -       101.16   (+/-2cm)     331.9    (feet)  VERTCON   
 GU0910  ___________________________________________________________________
 GU0910  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0910  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0910
 GU0910.The horizontal coordinates were scaled from a topographic map and have
 GU0910.an estimated accuracy of +/- 6 seconds.
 GU0910
 GU0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0910.The vertical order pertains to the NGVD 29 superseded value.
 GU0910
 GU0910.The geoid height was determined by GEOID03.
 GU0910
 GU0910;                    North         East    Units  Estimated Accuracy
 GU0910;SPC CA 4     -   636,720.    1,870,670.      MT  (+/- 180 meters Scaled)
 GU0910
 GU0910                          SUPERSEDED SURVEY CONTROL
 GU0910
 GU0910  NGVD 29 (??/??/92)  100.308  (m)          329.09   (f) ADJ UNCH    1 1
 GU0910
 GU0910.Superseded values are not recommended for survey control.
 GU0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0910.See file dsdata.txt to determine how the superseded data were derived.
 GU0910
 GU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF286487(NAD 83)
 GU0910_MARKER: DD = SURVEY DISK
 GU0910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0910_SP_SET: HEADWALL
 GU0910_STAMPING: 121.92 L
 GU0910_MARK LOGO: BOR   
 GU0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0910+STABILITY: SURFACE MOTION
 GU0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0910+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0910
 GU0910  HISTORY     - Date     Condition        Report By
 GU0910  HISTORY     - UNK      MONUMENTED       BOR
 GU0910  HISTORY     - 1967     GOOD             NGS
 GU0910  HISTORY     - 1975     GOOD             NGS
 GU0910  HISTORY     - 19881206 GOOD             NGS
 GU0910
 GU0910                          STATION DESCRIPTION
 GU0910
 GU0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0910'35.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0910'35.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0910'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 9, 0.05 MILE
 GU0910'NORTHWEST OF THE NORTH END OF SAN DIEGO AVENUE BRIDGEOVER THE
 GU0910'AQUEDUCT, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT
 GU0910'STRUCTURE, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU0910'LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 GU0910'CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER
 GU0910'THAN THE ROAD.
 GU0910
 GU0910                          STATION RECOVERY (1975)
 GU0910
 GU0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0910'RECOVERED IN GOOD CONDITION.
 GU0910
 GU0910                          STATION RECOVERY (1988)
 GU0910
 GU0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0909 ***********************************************************************
 GU0909  DESIGNATION -  121.97 L
 GU0909  PID         -  GU0909
 GU0909  STATE/COUNTY-  CA/FRESNO
 GU0909  USGS QUAD   -  LEVIS (1984)
 GU0909
 GU0909                         *CURRENT SURVEY CONTROL
 GU0909  ___________________________________________________________________
 GU0909* NAD 83(1986)-  36 33 18.     (N)    120 26 37.     (W)     SCALED    
 GU0909* NAVD 88     -       103.35   (+/-2cm)     339.1    (feet)  VERTCON   
 GU0909  ___________________________________________________________________
 GU0909  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0909  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0909
 GU0909.The horizontal coordinates were scaled from a topographic map and have
 GU0909.an estimated accuracy of +/- 6 seconds.
 GU0909
 GU0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0909.The vertical order pertains to the NGVD 29 superseded value.
 GU0909
 GU0909.The geoid height was determined by GEOID03.
 GU0909
 GU0909;                    North         East    Units  Estimated Accuracy
 GU0909;SPC CA 4     -   636,530.    1,870,770.      MT  (+/- 180 meters Scaled)
 GU0909
 GU0909                          SUPERSEDED SURVEY CONTROL
 GU0909
 GU0909  NGVD 29 (??/??/92)  102.490  (m)          336.25   (f) ADJ UNCH    1 1
 GU0909
 GU0909.Superseded values are not recommended for survey control.
 GU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0909.See file dsdata.txt to determine how the superseded data were derived.
 GU0909
 GU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF287485(NAD 83)
 GU0909_MARKER: DD = SURVEY DISK
 GU0909_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0909_SP_SET: WINGWALL
 GU0909_STAMPING: 121.97 L
 GU0909_MARK LOGO: BOR   
 GU0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0909+STABILITY: SURFACE MOTION
 GU0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0909+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0909
 GU0909  HISTORY     - Date     Condition        Report By
 GU0909  HISTORY     - UNK      MONUMENTED       BOR
 GU0909  HISTORY     - 1969     GOOD             NGS
 GU0909  HISTORY     - 1975     GOOD             NGS
 GU0909  HISTORY     - 19881206 GOOD             NGS
 GU0909
 GU0909                          STATION DESCRIPTION
 GU0909
 GU0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0909'35.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0909'35.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0909'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 10, IN THE TOP
 GU0909'OF AND 1.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTH
 GU0909'CONCRETE WING WALL OF THE SAN DIEGO AVENUE BRIDGE OVER THE
 GU0909'AQUEDUCT, 14 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE, 24
 GU0909'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 GU0909'AND ABOUT LEVEL WITH THE AVENUE.
 GU0909
 GU0909                          STATION RECOVERY (1975)
 GU0909
 GU0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0909'RECOVERED IN GOOD CONDITION.
 GU0909
 GU0909                          STATION RECOVERY (1988)
 GU0909
 GU0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0908 ***********************************************************************
 GU0908  DESIGNATION -  121.97 R
 GU0908  PID         -  GU0908
 GU0908  STATE/COUNTY-  CA/FRESNO
 GU0908  USGS QUAD   -  LEVIS (1984)
 GU0908
 GU0908                         *CURRENT SURVEY CONTROL
 GU0908  ___________________________________________________________________
 GU0908* NAD 83(1986)-  36 33 16.     (N)    120 26 35.     (W)     SCALED    
 GU0908* NAVD 88     -       103.331  (meters)     339.01   (feet)  ADJUSTED  
 GU0908  ___________________________________________________________________
 GU0908  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0908  DYNAMIC HT  -         103.243 (meters)     338.72  (feet)  COMP
 GU0908  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GU0908
 GU0908  VERT ORDER  -  FIRST     CLASS II
 GU0908
 GU0908.The horizontal coordinates were scaled from a topographic map and have
 GU0908.an estimated accuracy of +/- 6 seconds.
 GU0908
 GU0908.The orthometric height was determined by differential leveling
 GU0908.and adjusted in June 1991.
 GU0908
 GU0908.The geoid height was determined by GEOID03.
 GU0908
 GU0908.The dynamic height is computed by dividing the NAVD 88
 GU0908.geopotential number by the normal gravity value computed on the
 GU0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0908.degrees latitude (g = 980.6199 gals.).
 GU0908
 GU0908.The modeled gravity was interpolated from observed gravity values.
 GU0908
 GU0908;                    North         East    Units  Estimated Accuracy
 GU0908;SPC CA 4     -   636,470.    1,870,820.      MT  (+/- 180 meters Scaled)
 GU0908
 GU0908                          SUPERSEDED SURVEY CONTROL
 GU0908
 GU0908  NGVD 29 (??/??/92)  102.532  (m)          336.39   (f) ADJ UNCH    1 2
 GU0908
 GU0908.Superseded values are not recommended for survey control.
 GU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0908.See file dsdata.txt to determine how the superseded data were derived.
 GU0908
 GU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF288484(NAD 83)
 GU0908_MARKER: DD = SURVEY DISK
 GU0908_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0908_SP_SET: WINGWALL
 GU0908_STAMPING: 121.97 R
 GU0908_MARK LOGO: BOR   
 GU0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0908+STABILITY: SURFACE MOTION
 GU0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0908+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0908
 GU0908  HISTORY     - Date     Condition        Report By
 GU0908  HISTORY     - UNK      MONUMENTED       BOR
 GU0908  HISTORY     - 1969     GOOD             NGS
 GU0908  HISTORY     - 1975     GOOD             NGS
 GU0908  HISTORY     - 19881206 GOOD             NGS
 GU0908
 GU0908                          STATION DESCRIPTION
 GU0908
 GU0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0908'35.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0908'35.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0908'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 9, IN THE TOP
 GU0908'AND 1.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTH CONCRETE
 GU0908'WING WALL OF THE SAN DIEGO BRIDGE OVER THE AQUEDUCT, 14 FEET
 GU0908'SOUTHEAST OF THE CENTER LINE OF THE AVENUE, 24 FEET NORTHEAST
 GU0908'OF THE CENTER LINE OF THE LEVEE ROAD, AND ABOUT LEVEL WITH
 GU0908'THE AVENUE.
 GU0908
 GU0908                          STATION RECOVERY (1975)
 GU0908
 GU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0908'RECOVERED IN GOOD CONDITION.
 GU0908
 GU0908                          STATION RECOVERY (1988)
 GU0908
 GU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0729 ***********************************************************************
 HR0729  DESIGNATION -  1213+01.92
 HR0729  PID         -  HR0729
 HR0729  STATE/COUNTY-  CA/MARIPOSA
 HR0729  USGS QUAD   -  EL CAPITAN (1992)
 HR0729
 HR0729                         *CURRENT SURVEY CONTROL
 HR0729  ___________________________________________________________________
 HR0729* NAD 83(1986)-  37 41 31.     (N)    119 42 20.     (W)     SCALED    
 HR0729* NAVD 88     -      1540.83   (+/-2cm)    5055.2    (feet)  VERTCON   
 HR0729  ___________________________________________________________________
 HR0729  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 HR0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0729
 HR0729.The horizontal coordinates were scaled from a topographic map and have
 HR0729.an estimated accuracy of +/- 6 seconds.
 HR0729
 HR0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0729.The vertical order pertains to the NGVD 29 superseded value.
 HR0729
 HR0729.The geoid height was determined by GEOID03.
 HR0729
 HR0729;                    North         East    Units  Estimated Accuracy
 HR0729;SPC CA 3     -   632,580.    2,070,060.      MT  (+/- 180 meters Scaled)
 HR0729
 HR0729                          SUPERSEDED SURVEY CONTROL
 HR0729
 HR0729  NGVD 29 (??/??/92) 1539.782  (m)         5051.77   (f) ADJ UNCH    2 0
 HR0729
 HR0729.Superseded values are not recommended for survey control.
 HR0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0729.See file dsdata.txt to determine how the superseded data were derived.
 HR0729
 HR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB614750(NAD 83)
 HR0729_MARKER: DD = SURVEY DISK
 HR0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0729_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0729_STAMPING: 1213+01.92 121300 83 1936
 HR0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0729+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 HR0729
 HR0729  HISTORY     - Date     Condition        Report By
 HR0729  HISTORY     - 1936     MONUMENTED       BPR
 HR0729  HISTORY     - 1943     GOOD             NGS
 HR0729  HISTORY     - 20040326 GOOD             GEOCAC
 HR0729  HISTORY     - 20080627 GOOD             INDIV
 HR0729
 HR0729                          STATION DESCRIPTION
 HR0729
 HR0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0729'9.4 MI SW FROM OLD VILLAGE.
 HR0729'9.4 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0729'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0729'NATIONAL PARK, 210 FEET SOUTH OF A CULVERT, 26 FEET WEST OF THE
 HR0729'CENTERLINE OF THE ROAD, AT A CUT, 5 FEET NORTH OF A LARGE
 HR0729'PARTIALLY-EMBEDDED GRANITE BOULDER, 4 FEET SOUTHEAST OF A
 HR0729'36-INCH CEDAR TREE, AND NEAR A WHITE WOODEN WITNESS POST.  A
 HR0729'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 HR0729'1213+01.92 121300 83 1936 AND FASTENED ON THE TOP OF A 2-INCH
 HR0729'GALVANIZED-IRON PIPE.
 HR0729
 HR0729                          STATION RECOVERY (2004)
 HR0729
 HR0729'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0729'HANDHELD GPS COORDINATES  37 41 31.3 (N)  119 42 19.6 (W)
 HR0729
 HR0729                          STATION RECOVERY (2008)
 HR0729
 HR0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 HR0729'10 MINUTE AVERAGE GPS POSITION IS N 37 41 31.38 LAT, W 119 42 19.66
 HR0729'LONG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0277 ***********************************************************************
 EU0277  DESIGNATION -  1215
 EU0277  PID         -  EU0277
 EU0277  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0277  USGS QUAD   -  WHALE MTN (1975)
 EU0277
 EU0277                         *CURRENT SURVEY CONTROL
 EU0277  ___________________________________________________________________
 EU0277* NAD 83(1986)-  34 42 27.     (N)    114 36 49.     (W)     SCALED    
 EU0277* NAVD 88     -       370.97   (+/-2cm)    1217.1    (feet)  VERTCON   
 EU0277  ___________________________________________________________________
 EU0277  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EU0277  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0277
 EU0277.The horizontal coordinates were scaled from a topographic map and have
 EU0277.an estimated accuracy of +/- 6 seconds.
 EU0277
 EU0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0277.The vertical order pertains to the NGVD 29 superseded value.
 EU0277
 EU0277.The geoid height was determined by GEOID03.
 EU0277
 EU0277;                    North         East    Units  Estimated Accuracy
 EU0277;SPC CA 5     -   639,170.    2,310,150.      MT  (+/- 180 meters Scaled)
 EU0277
 EU0277                          SUPERSEDED SURVEY CONTROL
 EU0277
 EU0277  NGVD 29 (??/??/??)  370.299  (m)         1214.89   (f) ADJUSTED    1 2
 EU0277
 EU0277.Superseded values are not recommended for survey control.
 EU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0277.See file dsdata.txt to determine how the superseded data were derived.
 EU0277
 EU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU185431(NAD 83)
 EU0277_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EU0277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0277_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0277_STAMPING: 1214.889 1215 Y 1215
 EU0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0277
 EU0277  HISTORY     - Date     Condition        Report By
 EU0277  HISTORY     - UNK      MONUMENTED       USGS
 EU0277  HISTORY     - 1935     GOOD             NGS
 EU0277
 EU0277                          STATION DESCRIPTION
 EU0277
 EU0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0277'10.4 MI S FROM NEEDLES.
 EU0277'10.4 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA
 EU0277'AND SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY,
 EU0277'4.6 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 66, 0.3 MILE
 EU0277'SOUTH OF HIGHWAY MILEPOST 240, NEAR TWO LOW HILLOCKS SEPARATED
 EU0277'BY THE HIGHWAY, AT THE BEGINNING OF A CURVE TO THE RIGHT, AND 25
 EU0277'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 EU0277'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1214.889 1215 Y 1215
 EU0277'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE
 EU0277'AND PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DG9697 ***********************************************************************
 DG9697  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9697  DESIGNATION -  12193003 AVE 7 SLC
 DG9697  PID         -  DG9697
 DG9697  STATE/COUNTY-  CA/MADERA
 DG9697  USGS QUAD   -  HERNDON (1978)
 DG9697
 DG9697                         *CURRENT SURVEY CONTROL
 DG9697  ___________________________________________________________________
 DG9697* NAD 83(2007)-  36 51 06.08396(N)    119 56 42.99161(W)     ADJUSTED  
 DG9697* NAVD 88     -        97.20   (meters)     318.9    (feet)  GPS OBS   
 DG9697  ___________________________________________________________________
 DG9697  EPOCH DATE  -        2007.00
 DG9697  X           -  -2,550,738.669 (meters)                     COMP
 DG9697  Y           -  -4,427,770.206 (meters)                     COMP
 DG9697  Z           -   3,804,274.560 (meters)                     COMP
 DG9697  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 DG9697  ELLIP HEIGHT-          64.791 (meters)          (02/10/07) ADJUSTED
 DG9697  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DG9697
 DG9697  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9697  Type    PID    Designation                      North   East  Ellip
 DG9697  -------------------------------------------------------------------
 DG9697  NETWORK DG9697 12193003 AVE 7 SLC                0.94   1.10   3.16
 DG9697  -------------------------------------------------------------------
 DG9697
 DG9697.The horizontal coordinates were established by GPS observations
 DG9697.and adjusted by the National Geodetic Survey in February 2007.
 DG9697
 DG9697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9697.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9697.The horizontal coordinates are valid at the epoch date displayed above.
 DG9697.The epoch date for horizontal control is a decimal equivalence
 DG9697.of Year/Month/Day.
 DG9697
 DG9697.The orthometric height was determined by GPS observations and a
 DG9697.high-resolution geoid model.
 DG9697.The orthometric height was determined by GPS observations and a
 DG9697.high-resolution geoid model using precise GPS observation and
 DG9697.processing techniques.
 DG9697
 DG9697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9697
 DG9697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9697
 DG9697.The ellipsoidal height was determined by GPS observations
 DG9697.and is referenced to NAD 83.
 DG9697
 DG9697.The geoid height was determined by GEOID03.
 DG9697
 DG9697;                    North         East     Units Scale Factor Converg.
 DG9697;SPC CA 3     -   539,178.331 2,049,474.946   MT  1.00005136   +0 20 22.6
 DG9697;SPC CA 3     - 1,768,954.24  6,723,985.72   sFT  1.00005136   +0 20 22.6
 DG9697;UTM  11      - 4,082,470.064   237,400.140   MT  1.00044962   -1 46 02.7
 DG9697;UTM  10      - 4,082,776.868   772,360.876   MT  1.00051397   +1 49 59.5
 DG9697
 DG9697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9697!SPC CA 3     -   0.99998983  x   1.00005136  =   1.00004119
 DG9697!UTM  11      -   0.99998983  x   1.00044962  =   1.00043945
 DG9697!UTM  10      -   0.99998983  x   1.00051397  =   1.00050380
 DG9697
 DG9697                          SUPERSEDED SURVEY CONTROL
 DG9697
 DG9697  NAD 83(1998)-  36 51 06.08341(N)    119 56 42.99202(W) AD(2004.50) B
 DG9697  ELLIP H (04/01/05)   64.819  (m)                       GP(2004.50) 3 1
 DG9697
 DG9697.Superseded values are not recommended for survey control.
 DG9697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9697.See file dsdata.txt to determine how the superseded data were derived.
 DG9697
 DG9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3740082470(NAD 83)
 DG9697_MARKER: DD = SURVEY DISK
 DG9697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9697_SP_SET: BRIDGE SIDEWALK
 DG9697_STAMPING: 12193003 AVE.7 SLC
 DG9697_MARK LOGO: CASLC 
 DG9697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9697+STABILITY: SURFACE MOTION
 DG9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9697+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DG9697
 DG9697  HISTORY     - Date     Condition        Report By
 DG9697  HISTORY     - 19890701 MONUMENTED       CASLC
 DG9697  HISTORY     - 20040525 GOOD             CADT
 DG9697  HISTORY     - 20040901 GOOD             CSRC
 DG9697
 DG9697                          STATION DESCRIPTION
 DG9697
 DG9697'DESCRIBED BY CALTRANS 2004 (DB)
 DG9697'THE STATION IS LOCATED 1.2 MI NORTH OF THE FRESNO AND MADERA COUNTY
 DG9697'LINE AND 10 MI  SOUTHEASTERLY OF THE CITY OF MADERA.   TO REACH THE
 DG9697'STATION FROM THE INTERSECTION OF SR99 OVERCROSSING AND HERNDON AVE, GO
 DG9697'NORTH ALONG SR99 1.1 MI TO THE SAN JOAQUIN RIVER CROSSING.  CONTINUE
 DG9697'NORTH ALONG SR99  0.7 MI TO THE AVE 7 OFFRAMP.  TAKE THE AVE 7 OFFRAMP
 DG9697'AND CONTINUE NORTHERLY 0.28 MI ALONG  OFFRAMP TO STOP SIGN AND END OF
 DG9697'RAMP.  TURN RIGHT ONTO AVE. 7 AND CONTINUE EAST 0.03 MI  (ABOUT 160
 DG9697'FT) TO THE MARK ON THE LEFT.   THE STATION IS A STATE LANDS COMMISSION
 DG9697'BRASS CAP SET FLUSH IN THE NORTHEASTERLY END  OF THE BRIDGE
 DG9697'OVERCROSSING THE UNION PACIFIC RAILROAD TRACKS.  STATION IS 2.18 M
 DG9697'WEST OF  THE EAST END OF BRIDGE, 5.58M NORTH OF THE CENTERLINE OF AVE.
 DG9697'7, 0.290 M WEST OF THE  INTERSECTION OF ROAD 33 AND AVE 7, AND 144 M
 DG9697'EAST OF THE INTERSECTION OF SR99 AND AVE 7.
 DG9697
 DG9697                          STATION RECOVERY (2004)
 DG9697
 DG9697'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 DG9697'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED AS PART OF THE SAN
 DG9697'JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1138 ***********************************************************************
 JT1138  DESIGNATION -  122
 JT1138  PID         -  JT1138
 JT1138  STATE/COUNTY-  CA/SONOMA
 JT1138  USGS QUAD   -  HEALDSBURG (1993)
 JT1138
 JT1138                         *CURRENT SURVEY CONTROL
 JT1138  ___________________________________________________________________
 JT1138* NAD 83(1986)-  38 36 26.     (N)    122 51 56.     (W)     SCALED    
 JT1138* NAVD 88     -        31.858  (meters)     104.52   (feet)  ADJUSTED  
 JT1138  ___________________________________________________________________
 JT1138  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JT1138  DYNAMIC HT  -          31.839 (meters)     104.46  (feet)  COMP
 JT1138  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 JT1138
 JT1138  VERT ORDER  -  FIRST     CLASS II
 JT1138
 JT1138.The horizontal coordinates were scaled from a topographic map and have
 JT1138.an estimated accuracy of +/- 6 seconds.
 JT1138
 JT1138.The orthometric height was determined by differential leveling
 JT1138.and adjusted in June 1991.
 JT1138
 JT1138.The geoid height was determined by GEOID03.
 JT1138
 JT1138.The dynamic height is computed by dividing the NAVD 88
 JT1138.geopotential number by the normal gravity value computed on the
 JT1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT1138.degrees latitude (g = 980.6199 gals.).
 JT1138
 JT1138.The modeled gravity was interpolated from observed gravity values.
 JT1138
 JT1138;                    North         East    Units  Estimated Accuracy
 JT1138;SPC CA 2     -   604,770.    1,924,610.      MT  (+/- 180 meters Scaled)
 JT1138
 JT1138                          SUPERSEDED SURVEY CONTROL
 JT1138
 JT1138  NGVD 29 (12/02/92)   30.991  (m)          101.68   (f) ADJUSTED    1 2
 JT1138
 JT1138.Superseded values are not recommended for survey control.
 JT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1138.See file dsdata.txt to determine how the superseded data were derived.
 JT1138
 JT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH117732(NAD 83)
 JT1138_MARKER: DB = BENCH MARK DISK
 JT1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1138_SP_SET: CONCRETE POST
 JT1138_STAMPING: 122
 JT1138_MARK LOGO: CGS   
 JT1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1138+STABILITY: SURFACE MOTION
 JT1138
 JT1138  HISTORY     - Date     Condition        Report By
 JT1138  HISTORY     - UNK      MONUMENTED       CGS
 JT1138  HISTORY     - 1960     GOOD             NGS
 JT1138  HISTORY     - 1988     GOOD             NGS
 JT1138
 JT1138                          STATION DESCRIPTION
 JT1138
 JT1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JT1138'AT HEALDSBURG.
 JT1138'AT HEALDSBURG, SONOMA COUNTY, 111.0 FEET WEST OF THE WEST
 JT1138'CORNER OF THE NORTHWESTERN PACIFIC RAILROAD STATION, 34.1
 JT1138'FEET WEST OF BENCH MARK F 106, 23.0 FEET NORTHEAST OF THE
 JT1138'NORTHEAST RAIL OF THE MAIN TRACK, 21.7 FEET WEST OF THE WEST
 JT1138'CORNER OF THE WAITING ROOM, 11.3 FEET NORTHWEST OF THE WEST
 JT1138'CORNER OF A CONCRETE SIDEWALK, AND ABOUT LEVEL WITH THE TRACK.
 JT1138'A STANDARD U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 JT1138'STAMPED 122 SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JT1138'GROUND.
 JT1138
 JT1138                          STATION RECOVERY (1988)
 JT1138
 JT1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JT1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0629 ***********************************************************************
 DY0629  DESIGNATION -  122 C OF LB
 DY0629  PID         -  DY0629
 DY0629  STATE/COUNTY-  CA/LOS ANGELES
 DY0629  USGS QUAD   -  LONG BEACH (1981)
 DY0629
 DY0629                         *CURRENT SURVEY CONTROL
 DY0629  ___________________________________________________________________
 DY0629* NAD 83(1986)-  33 46 09.     (N)    118 08 00.     (W)     SCALED    
 DY0629* NAVD 88     -         3.32   (+/-2cm)      10.9    (feet)  VERTCON   
 DY0629  ___________________________________________________________________
 DY0629  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0629  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0629
 DY0629.The horizontal coordinates were scaled from a topographic map and have
 DY0629.an estimated accuracy of +/- 6 seconds.
 DY0629
 DY0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0629.The vertical order pertains to the NGVD 29 superseded value.
 DY0629
 DY0629.The geoid height was determined by GEOID03.
 DY0629
 DY0629;                    North         East    Units  Estimated Accuracy
 DY0629;SPC CA 5     -   529,870.    1,987,650.      MT  (+/- 180 meters Scaled)
 DY0629
 DY0629                          SUPERSEDED SURVEY CONTROL
 DY0629
 DY0629  NGVD 29 (??/??/92)    2.547  (m)            8.36   (f) ADJ UNCH    1 2
 DY0629
 DY0629.Superseded values are not recommended for survey control.
 DY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0629.See file dsdata.txt to determine how the superseded data were derived.
 DY0629
 DY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT950371(NAD 83)
 DY0629_MARKER: DD = SURVEY DISK
 DY0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0629_STAMPING: LBBM
 DY0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0629+STABILITY: SURFACE MOTION
 DY0629
 DY0629  HISTORY     - Date     Condition        Report By
 DY0629  HISTORY     - UNK      MONUMENTED       CA1970
 DY0629  HISTORY     - 1954     GOOD             NGS
 DY0629  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0629  HISTORY     - 20071231 MARK NOT FOUND   GEOCAC
 DY0629
 DY0629                          STATION DESCRIPTION
 DY0629
 DY0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0629'AT LONG BEACH.
 DY0629'AT LONG BEACH, AT THE T JUNCTION OF COLORADO STREET AND NIETO
 DY0629'AVENUE, ACROSS THE STREET FROM THE COLORADO LAGOON PICNIC GROUNDS,
 DY0629'48 FEET SOUTH OF THE CENTER LINE OF THE STREET, 4.6 FEET WEST OF
 DY0629'THE WEST CURB OF THE AVENUE, 3.2 FEET SOUTH OF THE SOUTHWEST LEG
 DY0629'OF A 3-INCH STEEL PIPE RAILING AROUND A SQUARE MANHOLE COVER,
 DY0629'0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST,
 DY0629'ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A CAST IRON
 DY0629'COVER MARKED LBBM.
 DY0629
 DY0629                          STATION RECOVERY (1964)
 DY0629
 DY0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0629'MARK NOT FOUND.
 DY0629
 DY0629                          STATION RECOVERY (2007)
 DY0629
 DY0629'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0629'BASED ON THE DESCRIPTION AND MEASUREMENTS, THE LOCATION OF THIS MARK
 DY0629'IS NOW SOLID SIDEWALK.  IF THE MARK STILL EXISTS, IT IS NOW
 DY0629'INACCESSIBLE AND NOT SUITABLE FOR SURVEY WORK.  THIS STATION SHOULD BE
 DY0629'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI8016 ***********************************************************************
 AI8016  DESIGNATION -  122 JD
 AI8016  PID         -  AI8016
 AI8016  STATE/COUNTY-  CA/SANTA CLARA
 AI8016  USGS QUAD   -  LICK OBSERVATORY (1973)
 AI8016
 AI8016                         *CURRENT SURVEY CONTROL
 AI8016  ___________________________________________________________________
 AI8016* NAD 83(1986)-  37 20 28.     (N)    121 40 01.     (W)     SCALED    
 AI8016* NAVD 88     -       847.874  (meters)    2781.73   (feet)  ADJUSTED  
 AI8016  ___________________________________________________________________
 AI8016  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AI8016  DYNAMIC HT  -         847.139 (meters)    2779.32  (feet)  COMP
 AI8016  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 AI8016
 AI8016  VERT ORDER  -  FIRST     CLASS II
 AI8016
 AI8016.The horizontal coordinates were scaled from a topographic map and have
 AI8016.an estimated accuracy of +/- 6 seconds.
 AI8016
 AI8016.The orthometric height was determined by differential leveling
 AI8016.and adjusted in July 2002.
 AI8016.No vertical observational check was made to the station.
 AI8016
 AI8016.The geoid height was determined by GEOID03.
 AI8016
 AI8016.The dynamic height is computed by dividing the NAVD 88
 AI8016.geopotential number by the normal gravity value computed on the
 AI8016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8016.degrees latitude (g = 980.6199 gals.).
 AI8016
 AI8016.The modeled gravity was interpolated from observed gravity values.
 AI8016
 AI8016;                    North         East    Units  Estimated Accuracy
 AI8016;SPC CA 3     -   593,990.    1,896,600.      MT  (+/- 180 meters Scaled)
 AI8016
 AI8016                          SUPERSEDED SURVEY CONTROL
 AI8016
 AI8016.No superseded survey control is available for this station.
 AI8016
 AI8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG180335(NAD 83)
 AI8016_MARKER: DB = BENCH MARK DISK
 AI8016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8016_STAMPING: 122 JD 1953 2779
 AI8016_MARK LOGO: USGS  
 AI8016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8016+STABILITY: SURFACE MOTION
 AI8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8016+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2008
 AI8016
 AI8016  HISTORY     - Date     Condition        Report By
 AI8016  HISTORY     - 1953     MONUMENTED       USGS
 AI8016  HISTORY     - 20000802 GOOD             NGS
 AI8016  HISTORY     - 20080706 GOOD             GEOCAC
 AI8016
 AI8016                          STATION DESCRIPTION
 AI8016
 AI8016'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8016'2.3 KM (1.40 MI) NORTHEASTERLY ALONG ALUM ROCK AVENUE FROM THE
 AI8016'JUNCTION OF INTERSTATE HIGHWAY 680 IN SAN JOSE, THENCE 24.0 KM (14.90
 AI8016'MI) EASTERLY ALONG STATE HIGHWAY 130, AT A SHARP CURVE AND A TURNOUT
 AI8016'ON THE WEST SIDE OF THE ROAD, 35.5 M (116.5 FT) SOUTHWEST OF MILEPOST
 AI8016'NUMBER 18.03, 25.6 M (84.0 FT) NORTH OF MILEPOST NUMBER 18.08, 14.7 M
 AI8016'(48.2 FT) WEST OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE
 AI8016'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AI8016'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY
 AI8016'RIGHT-OF-WAY.
 AI8016
 AI8016                          STATION RECOVERY (2008)
 AI8016
 AI8016'RECOVERY NOTE BY GEOCACHING 2008 (LS)
 AI8016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0907 ***********************************************************************
 GU0907  DESIGNATION -  122.00 L
 GU0907  PID         -  GU0907
 GU0907  STATE/COUNTY-  CA/FRESNO
 GU0907  USGS QUAD   -  LEVIS (1984)
 GU0907
 GU0907                         *CURRENT SURVEY CONTROL
 GU0907  ___________________________________________________________________
 GU0907* NAD 83(1986)-  36 33 16.     (N)    120 26 30.     (W)     SCALED    
 GU0907* NAVD 88     -       101.28   (+/-2cm)     332.3    (feet)  VERTCON   
 GU0907  ___________________________________________________________________
 GU0907  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0907  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0907
 GU0907.The horizontal coordinates were scaled from a topographic map and have
 GU0907.an estimated accuracy of +/- 6 seconds.
 GU0907
 GU0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0907.The vertical order pertains to the NGVD 29 superseded value.
 GU0907
 GU0907.The geoid height was determined by GEOID03.
 GU0907
 GU0907;                    North         East    Units  Estimated Accuracy
 GU0907;SPC CA 4     -   636,470.    1,870,940.      MT  (+/- 180 meters Scaled)
 GU0907
 GU0907                          SUPERSEDED SURVEY CONTROL
 GU0907
 GU0907  NGVD 29 (??/??/92)  100.427  (m)          329.48   (f) ADJ UNCH    1 1
 GU0907
 GU0907.Superseded values are not recommended for survey control.
 GU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0907.See file dsdata.txt to determine how the superseded data were derived.
 GU0907
 GU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF289484(NAD 83)
 GU0907_MARKER: DD = SURVEY DISK
 GU0907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0907_SP_SET: CANAL LINING
 GU0907_STAMPING: 122.00 L SG510
 GU0907_MARK LOGO: BOR   
 GU0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0907+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0907
 GU0907  HISTORY     - Date     Condition        Report By
 GU0907  HISTORY     - UNK      MONUMENTED       BOR
 GU0907  HISTORY     - 1969     GOOD             NGS
 GU0907  HISTORY     - 1975     GOOD             NGS
 GU0907  HISTORY     - 19881206 GOOD             NGS
 GU0907
 GU0907                          STATION DESCRIPTION
 GU0907
 GU0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0907'35.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0907'35.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0907'DOS AMIGOS PUMP PLANT, 0.03 MILE SOUTHEAST OF THE SAN DIEGO
 GU0907'AVENUE BRIDGE, IN R14E T16S, SECTION 10, IN THE TOP OF THE
 GU0907'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 4.0 FEET SOUTHEAST
 GU0907'OF THE CENTER OF A STEEL LADDER, 0.9 FOOT SOUTHWEST OF A WITNESS
 GU0907'POST, AND ABOUT 3 FEET LOWER THAN THE LEVEE ROAD.
 GU0907
 GU0907                          STATION RECOVERY (1975)
 GU0907
 GU0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0907'RECOVERED IN GOOD CONDITION.
 GU0907
 GU0907                          STATION RECOVERY (1988)
 GU0907
 GU0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0906 ***********************************************************************
 GU0906  DESIGNATION -  122.02 L USBR
 GU0906  PID         -  GU0906
 GU0906  STATE/COUNTY-  CA/FRESNO
 GU0906  USGS QUAD   -  LEVIS (1984)
 GU0906
 GU0906                         *CURRENT SURVEY CONTROL
 GU0906  ___________________________________________________________________
 GU0906* NAD 83(1986)-  36 33 16.     (N)    120 26 30.     (W)     SCALED    
 GU0906* NAVD 88     -        97.42   (+/-2cm)     319.6    (feet)  VERTCON   
 GU0906  ___________________________________________________________________
 GU0906  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0906  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0906
 GU0906.The horizontal coordinates were scaled from a topographic map and have
 GU0906.an estimated accuracy of +/- 6 seconds.
 GU0906
 GU0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0906.The vertical order pertains to the NGVD 29 superseded value.
 GU0906
 GU0906.The geoid height was determined by GEOID03.
 GU0906
 GU0906;                    North         East    Units  Estimated Accuracy
 GU0906;SPC CA 4     -   636,470.    1,870,940.      MT  (+/- 180 meters Scaled)
 GU0906
 GU0906                          SUPERSEDED SURVEY CONTROL
 GU0906
 GU0906  NGVD 29 (??/??/92)   96.564  (m)          316.81   (f) ADJ UNCH    1 1
 GU0906
 GU0906.Superseded values are not recommended for survey control.
 GU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0906.See file dsdata.txt to determine how the superseded data were derived.
 GU0906
 GU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF289484(NAD 83)
 GU0906_MARKER: P = PIPE CAP
 GU0906_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU0906_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0906
 GU0906  HISTORY     - Date     Condition        Report By
 GU0906  HISTORY     - UNK      MONUMENTED       BOR
 GU0906  HISTORY     - 1967     GOOD             NGS
 GU0906  HISTORY     - 1968     GOOD             NGS
 GU0906
 GU0906                          STATION DESCRIPTION
 GU0906
 GU0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0906'35.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0906'35.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0906'DOS AMIGOS PUMP PLANT, 0.1 MILE NORTH OF CHECK DAM NO. 3, IN
 GU0906'R14E T16S, SECTION 10, ABOUT 130 FEET NORTHEAST OF THE CENTER
 GU0906'LINE OF THE NORTHEAST LEVEE ROAD, ABOUT 12 FEET LOWER THAN
 GU0906'THE ROAD, AND SCREWED ON THE TOP OF A 1-INCH PIPE WHICH IS ENCASED
 GU0906'IN A 3-INCH PIPE FILLED WITH TAR.  THE MARK IS INSIDE OF A
 GU0906'3- BY 3-FOOT WOODEN BOX WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE
 GU0906'THE GROUND.
 GU0906
 GU0906                          STATION RECOVERY (1968)
 GU0906
 GU0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0905 ***********************************************************************
 GU0905  DESIGNATION -  122.05 R
 GU0905  PID         -  GU0905
 GU0905  STATE/COUNTY-  CA/FRESNO
 GU0905  USGS QUAD   -  LEVIS (1984)
 GU0905
 GU0905                         *CURRENT SURVEY CONTROL
 GU0905  ___________________________________________________________________
 GU0905* NAD 83(1986)-  36 33 16.     (N)    120 26 30.     (W)     SCALED    
 GU0905* NAVD 88     -       101.20   (+/-2cm)     332.0    (feet)  VERTCON   
 GU0905  ___________________________________________________________________
 GU0905  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU0905  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0905
 GU0905.The horizontal coordinates were scaled from a topographic map and have
 GU0905.an estimated accuracy of +/- 6 seconds.
 GU0905
 GU0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0905.The vertical order pertains to the NGVD 29 superseded value.
 GU0905
 GU0905.The geoid height was determined by GEOID03.
 GU0905
 GU0905;                    North         East    Units  Estimated Accuracy
 GU0905;SPC CA 4     -   636,470.    1,870,940.      MT  (+/- 180 meters Scaled)
 GU0905
 GU0905                          SUPERSEDED SURVEY CONTROL
 GU0905
 GU0905  NGVD 29 (??/??/92)  100.346  (m)          329.22   (f) ADJ UNCH    1 1
 GU0905
 GU0905.Superseded values are not recommended for survey control.
 GU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0905.See file dsdata.txt to determine how the superseded data were derived.
 GU0905
 GU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF289484(NAD 83)
 GU0905_MARKER: DD = SURVEY DISK
 GU0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0905_SP_SET: CONCRETE TURNOUT STRUCTURE
 GU0905_STAMPING: 122.05 R
 GU0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0905
 GU0905  HISTORY     - Date     Condition        Report By
 GU0905  HISTORY     - UNK      MONUMENTED       BOR
 GU0905  HISTORY     - 1967     GOOD             NGS
 GU0905  HISTORY     - 1975     GOOD             NGS
 GU0905  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU0905
 GU0905                          STATION DESCRIPTION
 GU0905
 GU0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0905'35.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0905'35.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0905'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 10, ABOUT MIDWAY
 GU0905'BETWEEN SAN DIEGO AVENUE BRIDGE AND CHECK DAM NO. 3, IN THE
 GU0905'TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE, 35 FEET
 GU0905'NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0
 GU0905'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF
 GU0905'THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0905
 GU0905                          STATION RECOVERY (1975)
 GU0905
 GU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0905'RECOVERED IN GOOD CONDITION.
 GU0905
 GU0905                          STATION RECOVERY (1988)
 GU0905
 GU0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0904 ***********************************************************************
 GU0904  DESIGNATION -  122.06 L
 GU0904  PID         -  GU0904
 GU0904  STATE/COUNTY-  CA/FRESNO
 GU0904  USGS QUAD   -  LEVIS (1984)
 GU0904
 GU0904                         *CURRENT SURVEY CONTROL
 GU0904  ___________________________________________________________________
 GU0904* NAD 83(1986)-  36 33 14.     (N)    120 26 26.     (W)     SCALED    
 GU0904* NAVD 88     -       101.33   (+/-2cm)     332.4    (feet)  VERTCON   
 GU0904  ___________________________________________________________________
 GU0904  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0904  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0904
 GU0904.The horizontal coordinates were scaled from a topographic map and have
 GU0904.an estimated accuracy of +/- 6 seconds.
 GU0904
 GU0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0904.The vertical order pertains to the NGVD 29 superseded value.
 GU0904
 GU0904.The geoid height was determined by GEOID03.
 GU0904
 GU0904;                    North         East    Units  Estimated Accuracy
 GU0904;SPC CA 4     -   636,400.    1,871,040.      MT  (+/- 180 meters Scaled)
 GU0904
 GU0904                          SUPERSEDED SURVEY CONTROL
 GU0904
 GU0904  NGVD 29 (??/??/92)  100.473  (m)          329.64   (f) ADJ UNCH    1 1
 GU0904
 GU0904.Superseded values are not recommended for survey control.
 GU0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0904.See file dsdata.txt to determine how the superseded data were derived.
 GU0904
 GU0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF290484(NAD 83)
 GU0904_MARKER: DD = SURVEY DISK
 GU0904_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0904_SP_SET: FOUNDATION
 GU0904_STAMPING: 122.06 L
 GU0904_MARK LOGO: BOR   
 GU0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0904+STABILITY: SURFACE MOTION
 GU0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0904+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0904
 GU0904  HISTORY     - Date     Condition        Report By
 GU0904  HISTORY     - UNK      MONUMENTED       BOR
 GU0904  HISTORY     - 1969     GOOD             NGS
 GU0904  HISTORY     - 1975     GOOD             NGS
 GU0904  HISTORY     - 19881206 GOOD             NGS
 GU0904
 GU0904                          STATION DESCRIPTION
 GU0904
 GU0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0904'35.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0904'35.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0904'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 10, 0.01 MILE
 GU0904'NORTHWEST OF CHECK DAM NO. 16, IN THE TOP OF THE CENTER OF THE
 GU0904'NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF CHECK RECORDER NO.
 GU0904'122.07, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU0904'LEVEE ROAD, 0.8 FOOT NORTHEAST OF THE CENTER OF THE DOOR TO A
 GU0904'BUILDING, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0904
 GU0904                          STATION RECOVERY (1975)
 GU0904
 GU0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0904'RECOVERED IN GOOD CONDITION.
 GU0904
 GU0904                          STATION RECOVERY (1988)
 GU0904
 GU0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0903 ***********************************************************************
 GU0903  DESIGNATION -  122.07 L
 GU0903  PID         -  GU0903
 GU0903  STATE/COUNTY-  CA/FRESNO
 GU0903  USGS QUAD   -  LEVIS (1984)
 GU0903
 GU0903                         *CURRENT SURVEY CONTROL
 GU0903  ___________________________________________________________________
 GU0903* NAD 83(1986)-  36 33 14.     (N)    120 26 26.     (W)     SCALED    
 GU0903* NAVD 88     -       103.416  (meters)     339.29   (feet)  ADJUSTED  
 GU0903  ___________________________________________________________________
 GU0903  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0903  DYNAMIC HT  -         103.328 (meters)     339.00  (feet)  COMP
 GU0903  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 GU0903
 GU0903  VERT ORDER  -  FIRST     CLASS I
 GU0903
 GU0903.The horizontal coordinates were scaled from a topographic map and have
 GU0903.an estimated accuracy of +/- 6 seconds.
 GU0903
 GU0903.The orthometric height was determined by differential leveling
 GU0903.and adjusted in June 1991.
 GU0903
 GU0903.The geoid height was determined by GEOID03.
 GU0903
 GU0903.The dynamic height is computed by dividing the NAVD 88
 GU0903.geopotential number by the normal gravity value computed on the
 GU0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0903.degrees latitude (g = 980.6199 gals.).
 GU0903
 GU0903.The modeled gravity was interpolated from observed gravity values.
 GU0903
 GU0903;                    North         East    Units  Estimated Accuracy
 GU0903;SPC CA 4     -   636,400.    1,871,040.      MT  (+/- 180 meters Scaled)
 GU0903
 GU0903                          SUPERSEDED SURVEY CONTROL
 GU0903
 GU0903  NGVD 29 (??/??/92)  102.493  (m)          336.26   (f) ADJ UNCH    1 1
 GU0903
 GU0903.Superseded values are not recommended for survey control.
 GU0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0903.See file dsdata.txt to determine how the superseded data were derived.
 GU0903
 GU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF290484(NAD 83)
 GU0903_MARKER: DD = SURVEY DISK
 GU0903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU0903_SP_SET: ABUTMENT
 GU0903_STAMPING: 122.07 L
 GU0903_MARK LOGO: BOR   
 GU0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0903+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0903
 GU0903  HISTORY     - Date     Condition        Report By
 GU0903  HISTORY     - UNK      MONUMENTED       BOR
 GU0903  HISTORY     - 1967     GOOD             NGS
 GU0903  HISTORY     - 1975     GOOD             NGS
 GU0903  HISTORY     - 19881206 GOOD             NGS
 GU0903
 GU0903                          STATION DESCRIPTION
 GU0903
 GU0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0903'35.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0903'35.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0903'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 10, IN THE TOP
 GU0903'OF THE EXTREME NORTH CORNER OF MOTOR DECK FOR CHECK DAM NO. 3,
 GU0903'15 FEET NORTHWEST OF A POINT IN LINE WITH NORTHWEST EDGE OF
 GU0903'THE MOTORS, 1.0 FOOT NORTHEAST OF A PIPE GUARDRAIL, AND ABOUT
 GU0903'5 1/2 FEET HIGHER THAN THE TOP OF THE CONCRETE LINING OF THE
 GU0903'AQUEDUCT.
 GU0903
 GU0903                          STATION RECOVERY (1975)
 GU0903
 GU0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0903'RECOVERED IN GOOD CONDITION.
 GU0903
 GU0903                          STATION RECOVERY (1988)
 GU0903
 GU0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0899 ***********************************************************************
 GU0899  DESIGNATION -  122.83 L
 GU0899  PID         -  GU0899
 GU0899  STATE/COUNTY-  CA/FRESNO
 GU0899  USGS QUAD   -  LEVIS (1984)
 GU0899
 GU0899                         *CURRENT SURVEY CONTROL
 GU0899  ___________________________________________________________________
 GU0899* NAD 83(1986)-  36 33 01.     (N)    120 25 41.     (W)     SCALED    
 GU0899* NAVD 88     -       102.208  (meters)     335.33   (feet)  ADJUSTED  
 GU0899  ___________________________________________________________________
 GU0899  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0899  DYNAMIC HT  -         102.121 (meters)     335.04  (feet)  COMP
 GU0899  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GU0899
 GU0899  VERT ORDER  -  FIRST     CLASS II
 GU0899
 GU0899.The horizontal coordinates were scaled from a topographic map and have
 GU0899.an estimated accuracy of +/- 6 seconds.
 GU0899
 GU0899.The orthometric height was determined by differential leveling
 GU0899.and adjusted in June 1991.
 GU0899
 GU0899.The geoid height was determined by GEOID03.
 GU0899
 GU0899.The dynamic height is computed by dividing the NAVD 88
 GU0899.geopotential number by the normal gravity value computed on the
 GU0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0899.degrees latitude (g = 980.6199 gals.).
 GU0899
 GU0899.The modeled gravity was interpolated from observed gravity values.
 GU0899
 GU0899;                    North         East    Units  Estimated Accuracy
 GU0899;SPC CA 4     -   635,980.    1,872,150.      MT  (+/- 180 meters Scaled)
 GU0899
 GU0899                          SUPERSEDED SURVEY CONTROL
 GU0899
 GU0899  NGVD 29 (??/??/92)  101.379  (m)          332.61   (f) ADJ UNCH    1 2
 GU0899
 GU0899.Superseded values are not recommended for survey control.
 GU0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0899.See file dsdata.txt to determine how the superseded data were derived.
 GU0899
 GU0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF302480(NAD 83)
 GU0899_MARKER: DD = SURVEY DISK
 GU0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0899_SP_SET: CANAL LINING
 GU0899_STAMPING: 122.83 L
 GU0899_MARK LOGO: BOR   
 GU0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0899+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0899
 GU0899  HISTORY     - Date     Condition        Report By
 GU0899  HISTORY     - UNK      MONUMENTED       BOR
 GU0899  HISTORY     - 1969     GOOD             NGS
 GU0899  HISTORY     - 1975     GOOD             NGS
 GU0899  HISTORY     - 19881206 GOOD             NGS
 GU0899
 GU0899                          STATION DESCRIPTION
 GU0899
 GU0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0899'36.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0899'36.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0899'AMIGOS PUMP PLANT, IN R14E T16S, SECTION 10, IN THE TOP OF THE
 GU0899'APPROXIMATE CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A
 GU0899'12-INCH IRON PIPE OVERCHUTE, 2.4 FEET NORTHWEST OF THE SOUTHEAST
 GU0899'END OF THE HEAD WALL, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE
 GU0899'OF THE NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU0899
 GU0899                          STATION RECOVERY (1975)
 GU0899
 GU0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0899'RECOVERED IN GOOD CONDITION.
 GU0899
 GU0899                          STATION RECOVERY (1988)
 GU0899
 GU0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9288 ***********************************************************************
 JT9288  DESIGNATION -  1220
 JT9288  PID         -  JT9288
 JT9288  STATE/COUNTY-  CA/NAPA
 JT9288  USGS QUAD   -  NAPA (1980)
 JT9288
 JT9288                         *CURRENT SURVEY CONTROL
 JT9288  ___________________________________________________________________
 JT9288* NAD 83(1986)-  38 20 30.     (N)    122 19 04.     (W)     SCALED    
 JT9288* NAVD 88     -        24.70   (+/-2cm)      81.0    (feet)  VERTCON   
 JT9288  ___________________________________________________________________
 JT9288  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9288  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9288
 JT9288.The horizontal coordinates were scaled from a topographic map and have
 JT9288.an estimated accuracy of +/- 6 seconds.
 JT9288
 JT9288.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9288.The vertical order pertains to the NGVD 29 superseded value.
 JT9288
 JT9288.The geoid height was determined by GEOID03.
 JT9288
 JT9288;                    North         East    Units  Estimated Accuracy
 JT9288;SPC CA 2     -   574,980.    1,972,220.      MT  (+/- 180 meters Scaled)
 JT9288
 JT9288                          SUPERSEDED SURVEY CONTROL
 JT9288
 JT9288  NGVD 29 (??/??/92)   23.901  (m)           78.42   (f) ADJ UNCH    2 2
 JT9288
 JT9288.Superseded values are not recommended for survey control.
 JT9288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9288.See file dsdata.txt to determine how the superseded data were derived.
 JT9288
 JT9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596439(NAD 83)
 JT9288_MARKER: B = BOLT
 JT9288_SETTING: 0 = UNSPECIFIED SETTING
 JT9288_MARK LOGO: NONE  
 JT9288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9288
 JT9288  HISTORY     - Date     Condition        Report By
 JT9288  HISTORY     - 1971     MONUMENTED       CA2330
 JT9288
 JT9288                          STATION DESCRIPTION
 JT9288
 JT9288'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9288'AT INTERSECTION OF SALVADOR AND DALE AVENUES, A BRASS BOLT IN THE
 JT9288'SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3638 ***********************************************************************
 HT3638  DESIGNATION -  1220.26=366
 HT3638  PID         -  HT3638
 HT3638  STATE/COUNTY-  CA/SANTA CRUZ
 HT3638  USGS QUAD   -  DAVENPORT (1997)
 HT3638
 HT3638                         *CURRENT SURVEY CONTROL
 HT3638  ___________________________________________________________________
 HT3638* NAD 83(1986)-  37 02 12.     (N)    122 09 08.     (W)     SCALED    
 HT3638* NAVD 88     -       372.793  (meters)    1223.07   (feet)  ADJUSTED  
 HT3638  ___________________________________________________________________
 HT3638  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HT3638  DYNAMIC HT  -         372.514 (meters)    1222.16  (feet)  COMP
 HT3638  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 HT3638
 HT3638  VERT ORDER  -  FIRST     CLASS II
 HT3638
 HT3638.The horizontal coordinates were scaled from a topographic map and have
 HT3638.an estimated accuracy of +/- 6 seconds.
 HT3638
 HT3638.The orthometric height was determined by differential leveling
 HT3638.and adjusted in February 1993.
 HT3638
 HT3638.The geoid height was determined by GEOID03.
 HT3638
 HT3638.The dynamic height is computed by dividing the NAVD 88
 HT3638.geopotential number by the normal gravity value computed on the
 HT3638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3638.degrees latitude (g = 980.6199 gals.).
 HT3638
 HT3638.The modeled gravity was interpolated from observed gravity values.
 HT3638
 HT3638;                    North         East    Units  Estimated Accuracy
 HT3638;SPC CA 3     -   560,860.    1,853,010.      MT  (+/- 180 meters Scaled)
 HT3638
 HT3638                          SUPERSEDED SURVEY CONTROL
 HT3638
 HT3638  NGVD 29 (10/21/93)  371.962  (m)         1220.35   (f) ADJUSTED    1 2
 HT3638
 HT3638.Superseded values are not recommended for survey control.
 HT3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3638.See file dsdata.txt to determine how the superseded data were derived.
 HT3638
 HT3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF753992(NAD 83)
 HT3638_MARKER: DD = SURVEY DISK
 HT3638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT3638_SP_SET: CATCHBASIN
 HT3638_STAMPING: BM 1220.26
 HT3638_MARK LOGO: CA-087
 HT3638_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3638+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1990
 HT3638
 HT3638  HISTORY     - Date     Condition        Report By
 HT3638  HISTORY     - UNK      MONUMENTED       CA-087
 HT3638  HISTORY     - 19900507 GOOD             NGS
 HT3638
 HT3638                          STATION DESCRIPTION
 HT3638
 HT3638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3638'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3638'OFFICE AT DAVENPORT, THENCE 5.4 KM (3.4 MI) NORTHEASTERLY ALONG
 HT3638'BONNIE DOON ROAD, SET IN THE NORTHWEST CORNER OF A CATCH BASIN, 10.5
 HT3638'M (34.4 FT) EAST OF THE CENTERLINE OF THE ROAD, 7.3 M (24.0 FT) NORTH
 HT3638'OF THE CENTERLINE OF SMITH GRADE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL
 HT3638'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9044 ***********************************************************************
 DY9044  DESIGNATION -  1221 C OF LB
 DY9044  PID         -  DY9044
 DY9044  STATE/COUNTY-  CA/LOS ANGELES
 DY9044  USGS QUAD   -  LOS ALAMITOS (1981)
 DY9044
 DY9044                         *CURRENT SURVEY CONTROL
 DY9044  ___________________________________________________________________
 DY9044* NAD 83(1986)-  33 49 03.     (N)    118 04 18.     (W)     SCALED    
 DY9044* NAVD 88     -         8.69   (+/-2cm)      28.5    (feet)  VERTCON   
 DY9044  ___________________________________________________________________
 DY9044  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY9044  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9044
 DY9044.The horizontal coordinates were scaled from a topographic map and have
 DY9044.an estimated accuracy of +/- 6 seconds.
 DY9044
 DY9044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9044.The vertical order pertains to the NGVD 29 superseded value.
 DY9044
 DY9044.The geoid height was determined by GEOID03.
 DY9044
 DY9044;                    North         East    Units  Estimated Accuracy
 DY9044;SPC CA 5     -   535,220.    1,993,370.      MT  (+/- 180 meters Scaled)
 DY9044
 DY9044                          SUPERSEDED SURVEY CONTROL
 DY9044
 DY9044  NGVD 29 (??/??/92)    7.96   (m)           26.1    (f) COMPUTED    1 1
 DY9044
 DY9044.Superseded values are not recommended for survey control.
 DY9044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9044.See file dsdata.txt to determine how the superseded data were derived.
 DY9044
 DY9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT008424(NAD 83)
 DY9044_MARKER: DD = SURVEY DISK
 DY9044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY9044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY9044_STAMPING: CLB BM 1221 RE 3111
 DY9044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9044+STABILITY: SURFACE MOTION
 DY9044
 DY9044  HISTORY     - Date     Condition        Report By
 DY9044  HISTORY     - UNK      MONUMENTED       LOCENG
 DY9044  HISTORY     - 1973     GOOD             CA-037
 DY9044
 DY9044                          STATION DESCRIPTION
 DY9044
 DY9044'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9044'1.07 MI S FROM HAWAIIAN GARDENS.
 DY9044'CITY OF LONG BEACH, NORWALK BOULEVARD AND WARDLOW ROAD, NORTHWEST
 DY9044'CORNER, 43.3 WEST OF THE APPROXIMATE CENTERLINE OF NORWALK BOULEVARD,
 DY9044'74.0 FEET NORTH OF THE APPROXIMATE CENTERLINE OF WARDLOW ROAD.  1.1
 DY9044'FEET BACK OF CURB AT NORTH END OF CURB RETURN, IN THE TOP OF A 14-INCH
 DY9044'SQUARE CONCRETE POST FLUSH WITH THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1776 ***********************************************************************
 JT1776  DESIGNATION -  1228
 JT1776  PID         -  JT1776
 JT1776  STATE/COUNTY-  CA/NAPA
 JT1776  USGS QUAD   -  NAPA (1980)
 JT1776
 JT1776                         *CURRENT SURVEY CONTROL
 JT1776  ___________________________________________________________________
 JT1776* NAD 83(1986)-  38 16 57.     (N)    122 17 54.     (W)     SCALED    
 JT1776* NAVD 88     -         6.96   (+/-2cm)      22.8    (feet)  VERTCON   
 JT1776  ___________________________________________________________________
 JT1776  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1776  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1776
 JT1776.The horizontal coordinates were scaled from a topographic map and have
 JT1776.an estimated accuracy of +/- 6 seconds.
 JT1776
 JT1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1776.The vertical order pertains to the NGVD 29 superseded value.
 JT1776
 JT1776.The geoid height was determined by GEOID03.
 JT1776
 JT1776;                    North         East    Units  Estimated Accuracy
 JT1776;SPC CA 2     -   568,410.    1,973,900.      MT  (+/- 180 meters Scaled)
 JT1776
 JT1776                          SUPERSEDED SURVEY CONTROL
 JT1776
 JT1776  NGVD 29 (??/??/92)    6.19   (m)           20.3    (f) COMPUTED    1 1
 JT1776
 JT1776.Superseded values are not recommended for survey control.
 JT1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1776.See file dsdata.txt to determine how the superseded data were derived.
 JT1776
 JT1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613373(NAD 83)
 JT1776_MARKER: DD = SURVEY DISK
 JT1776_SETTING: 0 = UNSPECIFIED SETTING
 JT1776_MARK LOGO: CA2330
 JT1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1776
 JT1776  HISTORY     - Date     Condition        Report By
 JT1776  HISTORY     - 1971     MONUMENTED       CA2330
 JT1776
 JT1776                          STATION DESCRIPTION
 JT1776
 JT1776'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1776'AT INTERSECTION OF HUNT AND IMOLA AVENUES, A BRASS DISK IN NORTHWEST
 JT1776'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0915 ***********************************************************************
 LU0915  DESIGNATION -  1229 B USGS
 LU0915  PID         -  LU0915
 LU0915  STATE/COUNTY-  CA/TRINITY
 LU0915  USGS QUAD   -  DEL LOMA (1982)
 LU0915
 LU0915                         *CURRENT SURVEY CONTROL
 LU0915  ___________________________________________________________________
 LU0915* NAD 83(1986)-  40 46 46.     (N)    123 18 42.     (W)     SCALED    
 LU0915* NAVD 88     -       378.64   (+/-2cm)    1242.3    (feet)  VERTCON   
 LU0915  ___________________________________________________________________
 LU0915  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 LU0915  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0915
 LU0915.The horizontal coordinates were scaled from a topographic map and have
 LU0915.an estimated accuracy of +/- 6 seconds.
 LU0915
 LU0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0915.The vertical order pertains to the NGVD 29 superseded value.
 LU0915
 LU0915.The geoid height was determined by GEOID03.
 LU0915
 LU0915;                    North         East    Units  Estimated Accuracy
 LU0915;SPC CA 1     -   661,400.    1,889,290.      MT  (+/- 180 meters Scaled)
 LU0915
 LU0915                          SUPERSEDED SURVEY CONTROL
 LU0915
 LU0915  NGVD 29 (??/??/92)  377.724  (m)         1239.25   (f) ADJ UNCH    1 2
 LU0915
 LU0915.Superseded values are not recommended for survey control.
 LU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0915.See file dsdata.txt to determine how the superseded data were derived.
 LU0915
 LU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL737143(NAD 83)
 LU0915_MARKER: DD = SURVEY DISK
 LU0915_SETTING: 80 = SET IN A BOULDER
 LU0915_SP_SET: BOULDER
 LU0915_STAMPING: 1229 B 1905
 LU0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0915+STABILITY: SURFACE MOTION
 LU0915
 LU0915  HISTORY     - Date     Condition        Report By
 LU0915  HISTORY     - 1905     MONUMENTED       USGS
 LU0915  HISTORY     - 1935     GOOD             NGS
 LU0915  HISTORY     - 1935     MARK NOT FOUND   USGS
 LU0915
 LU0915                          STATION DESCRIPTION
 LU0915
 LU0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0915'1.3 MI SE FROM DEL LOMA.
 LU0915'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0915'AT DEL LOMA, TRINITY COUNTY, 850 FEET EAST OF A HIGH CLIFF, ABOUT
 LU0915'65 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A
 LU0915'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1229 B
 LU0915'1905.
 LU0915
 LU0915                          STATION RECOVERY (1935)
 LU0915
 LU0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 LU0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9141 ***********************************************************************
 AH9141  DESIGNATION -  123
 AH9141  PID         -  AH9141
 AH9141  STATE/COUNTY-  CA/RIVERSIDE
 AH9141  USGS QUAD   -  RANCHO MIRAGE (1996)
 AH9141
 AH9141                         *CURRENT SURVEY CONTROL
 AH9141  ___________________________________________________________________
 AH9141* NAD 83(1986)-  33 42 07.     (N)    116 23 50.     (W)     SCALED    
 AH9141* NAVD 88     -       160.092  (meters)     525.24   (feet)  ADJUSTED  
 AH9141  ___________________________________________________________________
 AH9141  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AH9141  DYNAMIC HT  -         159.913 (meters)     524.65  (feet)  COMP
 AH9141  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 AH9141
 AH9141  VERT ORDER  -  FIRST     CLASS II
 AH9141
 AH9141.The horizontal coordinates were scaled from a topographic map and have
 AH9141.an estimated accuracy of +/- 6 seconds.
 AH9141
 AH9141.The orthometric height was determined by differential leveling
 AH9141.and adjusted in July 2002.
 AH9141.No vertical observational check was made to the station.
 AH9141
 AH9141.The geoid height was determined by GEOID03.
 AH9141
 AH9141.The dynamic height is computed by dividing the NAVD 88
 AH9141.geopotential number by the normal gravity value computed on the
 AH9141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9141.degrees latitude (g = 980.6199 gals.).
 AH9141
 AH9141.The modeled gravity was interpolated from observed gravity values.
 AH9141
 AH9141;                    North         East    Units  Estimated Accuracy
 AH9141;SPC CA 6     -   670,280.    1,986,350.      MT  (+/- 180 meters Scaled)
 AH9141
 AH9141                          SUPERSEDED SURVEY CONTROL
 AH9141
 AH9141.No superseded survey control is available for this station.
 AH9141
 AH9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT558292(NAD 83)
 AH9141_MARKER: DD = SURVEY DISK
 AH9141_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9141_SP_SET: CURB
 AH9141_STAMPING: 123
 AH9141_MARK LOGO: CA2650
 AH9141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9141+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 AH9141
 AH9141  HISTORY     - Date     Condition        Report By
 AH9141  HISTORY     - UNK      MONUMENTED       CA2650
 AH9141  HISTORY     - 19990330 GOOD             NGS
 AH9141
 AH9141                          STATION DESCRIPTION
 AH9141
 AH9141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9141'IN PALM DESERT, AT THE INTERSECTION OF HAYSTACK ROAD AND STATE HIGHWAY
 AH9141'74, IN THE CONCRETE CURB ALONG THE WEST SIDE OF THE HIGHWAY, 6.2 M
 AH9141'(20.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH9141'HIGHWAY, 3.3 M (10.8 FT) SOUTH OF THE EXTENDED ROAD CENTER, 1.3 M (4.3
 AH9141'FT) SOUTH OF A UTILITY LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 AH9141'OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0368 ***********************************************************************
 DY0368  DESIGNATION -  123 C OF LB
 DY0368  PID         -  DY0368
 DY0368  STATE/COUNTY-  CA/LOS ANGELES
 DY0368  USGS QUAD   -  LONG BEACH (1981)
 DY0368
 DY0368                         *CURRENT SURVEY CONTROL
 DY0368  ___________________________________________________________________
 DY0368* NAD 83(1986)-  33 50 47.     (N)    118 10 03.     (W)     SCALED    
 DY0368* NAVD 88     -        19.10   (+/-2cm)      62.7    (feet)  VERTCON   
 DY0368  ___________________________________________________________________
 DY0368  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0368
 DY0368.The horizontal coordinates were scaled from a topographic map and have
 DY0368.an estimated accuracy of +/- 6 seconds.
 DY0368
 DY0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0368.The vertical order pertains to the NGVD 29 superseded value.
 DY0368
 DY0368.The geoid height was determined by GEOID03.
 DY0368
 DY0368;                    North         East    Units  Estimated Accuracy
 DY0368;SPC CA 5     -   538,440.    1,984,500.      MT  (+/- 180 meters Scaled)
 DY0368
 DY0368                          SUPERSEDED SURVEY CONTROL
 DY0368
 DY0368  NGVD 29 (??/??/92)   18.353  (m)           60.21   (f) ADJ UNCH    1 2
 DY0368
 DY0368.Superseded values are not recommended for survey control.
 DY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0368.See file dsdata.txt to determine how the superseded data were derived.
 DY0368
 DY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919457(NAD 83)
 DY0368_MARKER: DD = SURVEY DISK
 DY0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0368_STAMPING: LBBM NO 123
 DY0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0368+STABILITY: SURFACE MOTION
 DY0368
 DY0368  HISTORY     - Date     Condition        Report By
 DY0368  HISTORY     - UNK      MONUMENTED       CA1970
 DY0368  HISTORY     - 1945     GOOD             NGS
 DY0368  HISTORY     - 1958     GOOD             NGS
 DY0368
 DY0368                          STATION DESCRIPTION
 DY0368
 DY0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0368'AT LONG BEACH.
 DY0368'AT LONG BEACH, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 DY0368'THE SAN ANTONIO DRIVE AND CHERRY AVENUE, 75.0 FEET SOUTH OF THE
 DY0368'LINE OF THE SOUTHEAST CURB OF SAN ANTONIO DRIVE, 7.0 FEET WEST
 DY0368'OF THE WEST CURB OF CHERRY AVENUE, 18.8 FEET SOUTH OF POWER
 DY0368'POLE NO. 264131 E, 3.0 FEET EAST OF A CONCRETE WALL, 0.6 FOOT
 DY0368'WEST OF THE WEST EDGE OF THE SIDEWALK, IN LINE WITH AN ARROW AND
 DY0368'THE LETTERS BM CHISELED IN THE SIDEWALK, 0.5 FOOT UNDERGROUND AND
 DY0368'SURROUNDED BY A 5 INCH PIPE COVERED WITH A CAST IRON COVER
 DY0368'MARKED LBBM.  A CITY OF LONG BEACH STANDARD DISK, STAMPED LB BM NO
 DY0368'123 AND SET IN THE TOP OF A CONCRETE POST.
 DY0368
 DY0368                          STATION RECOVERY (1958)
 DY0368
 DY0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI8012 ***********************************************************************
 AI8012  DESIGNATION -  123 JD
 AI8012  PID         -  AI8012
 AI8012  STATE/COUNTY-  CA/SANTA CLARA
 AI8012  USGS QUAD   -  LICK OBSERVATORY (1973)
 AI8012
 AI8012                         *CURRENT SURVEY CONTROL
 AI8012  ___________________________________________________________________
 AI8012* NAD 83(1986)-  37 20 21.     (N)    121 39 06.     (W)     SCALED    
 AI8012* NAVD 88     -      1090.042  (meters)    3576.25   (feet)  ADJUSTED  
 AI8012  ___________________________________________________________________
 AI8012  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 AI8012  DYNAMIC HT  -        1089.043 (meters)    3572.97  (feet)  COMP
 AI8012  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 AI8012
 AI8012  VERT ORDER  -  FIRST     CLASS II
 AI8012
 AI8012.The horizontal coordinates were scaled from a topographic map and have
 AI8012.an estimated accuracy of +/- 6 seconds.
 AI8012
 AI8012.The orthometric height was determined by differential leveling
 AI8012.and adjusted in July 2002.
 AI8012.No vertical observational check was made to the station.
 AI8012
 AI8012.The geoid height was determined by GEOID03.
 AI8012
 AI8012.The dynamic height is computed by dividing the NAVD 88
 AI8012.geopotential number by the normal gravity value computed on the
 AI8012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8012.degrees latitude (g = 980.6199 gals.).
 AI8012
 AI8012.The modeled gravity was interpolated from observed gravity values.
 AI8012
 AI8012;                    North         East    Units  Estimated Accuracy
 AI8012;SPC CA 3     -   593,760.    1,897,950.      MT  (+/- 180 meters Scaled)
 AI8012
 AI8012                          SUPERSEDED SURVEY CONTROL
 AI8012
 AI8012.No superseded survey control is available for this station.
 AI8012
 AI8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG194333(NAD 83)
 AI8012_MARKER: DB = BENCH MARK DISK
 AI8012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8012_STAMPING: 123 JD 1953 3574
 AI8012_MARK LOGO: USGS  
 AI8012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8012+STABILITY: SURFACE MOTION
 AI8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8012+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2008
 AI8012
 AI8012  HISTORY     - Date     Condition        Report By
 AI8012  HISTORY     - 1953     MONUMENTED       USGS
 AI8012  HISTORY     - 20000802 GOOD             NGS
 AI8012  HISTORY     - 20080706 GOOD             GEOCAC
 AI8012
 AI8012                          STATION DESCRIPTION
 AI8012
 AI8012'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8012'2.3 KM (1.40 MI) NORTHEASTERLY ALONG ALUM ROCK AVENUE FROM THE
 AI8012'JUNCTION OF INTERSTATE HIGHWAY 680 IN SAN JOSE, THENCE 27.2 KM (16.90
 AI8012'MI) EASTERLY ALONG STATE HIGHWAY 130, AT A TURNOUT ON THE HIGHWAY,
 AI8012'48.1 M (157.8 FT) EAST OF MILEPOST NUMBER 20.5, 15.3 M (50.2 FT)
 AI8012'SOUTHEAST OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) ABOVE THE LEVEL OF
 AI8012'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AI8012'SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 AI8012
 AI8012                          STATION RECOVERY (2008)
 AI8012
 AI8012'RECOVERY NOTE BY GEOCACHING 2008 (LS)
 AI8012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0184 ***********************************************************************
 HR0184  DESIGNATION -  123 RESET
 HR0184  PID         -  HR0184
 HR0184  STATE/COUNTY-  CA/TUOLUMNE
 HR0184  USGS QUAD   -  TIOGA PASS (1994)
 HR0184
 HR0184                         *CURRENT SURVEY CONTROL
 HR0184  ___________________________________________________________________
 HR0184* NAD 83(1986)-  37 54 43.     (N)    119 15 25.     (W)     SCALED    
 HR0184* NAVD 88     -      3032.64   (+/-2cm)    9949.6    (feet)  VERTCON   
 HR0184  ___________________________________________________________________
 HR0184  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 HR0184  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0184
 HR0184.The horizontal coordinates were scaled from a topographic map and have
 HR0184.an estimated accuracy of +/- 6 seconds.
 HR0184
 HR0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0184.The vertical order pertains to the NGVD 29 superseded value.
 HR0184
 HR0184.The geoid height was determined by GEOID03.
 HR0184
 HR0184;                    North         East    Units  Estimated Accuracy
 HR0184;SPC CA 3     -   657,430.    2,109,300.      MT  (+/- 180 meters Scaled)
 HR0184
 HR0184                          SUPERSEDED SURVEY CONTROL
 HR0184
 HR0184  NGVD 29 (??/??/92) 3030.991  (m)         9944.18   (f) ADJ UNCH    1 2
 HR0184
 HR0184.Superseded values are not recommended for survey control.
 HR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0184.See file dsdata.txt to determine how the superseded data were derived.
 HR0184
 HR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB015984(NAD 83)
 HR0184_MARKER: DD = SURVEY DISK
 HR0184_SETTING: 80 = SET IN A BOULDER
 HR0184_SP_SET: BOULDER
 HR0184_STAMPING: 123 6
 HR0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0184+STABILITY: SURFACE MOTION
 HR0184
 HR0184  HISTORY     - Date     Condition        Report By
 HR0184  HISTORY     - UNK      MONUMENTED       USFS
 HR0184  HISTORY     - 1957     GOOD             NGS
 HR0184  HISTORY     - 1987     MARK NOT FOUND   NGS
 HR0184
 HR0184                          STATION DESCRIPTION
 HR0184
 HR0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0184'AT TIOGA PASS.
 HR0184'AT TIOGA PASS RANGER STATION, ALONG TIOGA ROAD, IN THE TOP OF
 HR0184'A 3-BY 7-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 HR0184'THE GROUND, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.6
 HR0184'FEET NORTH OF THE NORTHEAST CORNER OF THE EAST STONE-MASONRY
 HR0184'GATEPOST, 0.4 FOOT EAST OF BENCH MARK 9941 (USGS), AND ABOUT
 HR0184'LEVEL WITH THE ROAD.
 HR0184
 HR0184                          STATION RECOVERY (1987)
 HR0184
 HR0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0184'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1669 ***********************************************************************
 HS1669  DESIGNATION -  123 USGS
 HS1669  PID         -  HS1669
 HS1669  STATE/COUNTY-  CA/MERCED
 HS1669  USGS QUAD   -  SANTA RITA BRIDGE (1977)
 HS1669
 HS1669                         *CURRENT SURVEY CONTROL
 HS1669  ___________________________________________________________________
 HS1669* NAD 83(1986)-  37 05 02.     (N)    120 31 43.     (W)     SCALED    
 HS1669* NAVD 88     -        37.80   (+/-2cm)     124.0    (feet)  VERTCON   
 HS1669  ___________________________________________________________________
 HS1669  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HS1669  VERT ORDER  -  THIRD (See Below)
 HS1669
 HS1669.The horizontal coordinates were scaled from a topographic map and have
 HS1669.an estimated accuracy of +/- 6 seconds.
 HS1669
 HS1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1669.The vertical order pertains to the NGVD 29 superseded value.
 HS1669
 HS1669.The geoid height was determined by GEOID03.
 HS1669
 HS1669;                    North         East    Units  Estimated Accuracy
 HS1669;SPC CA 3     -   564,800.    1,997,460.      MT  (+/- 180 meters Scaled)
 HS1669
 HS1669                          SUPERSEDED SURVEY CONTROL
 HS1669
 HS1669  NGVD 29 (??/??/??)   37.11   (m)          121.8    (f) RESET       3  
 HS1669
 HS1669.Superseded values are not recommended for survey control.
 HS1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1669.See file dsdata.txt to determine how the superseded data were derived.
 HS1669
 HS1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG196070(NAD 83)
 HS1669_MARKER: P = PIPE CAP
 HS1669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1669_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1669_STAMPING: 123 1913
 HS1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1669
 HS1669  HISTORY     - Date     Condition        Report By
 HS1669  HISTORY     - 1913     MONUMENTED       USGS
 HS1669  HISTORY     - 1965     GOOD             NGS
 HS1669
 HS1669                          STATION DESCRIPTION
 HS1669
 HS1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS1669'2.6 MI SW FROM RED TOP.
 HS1669'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE
 HS1669'AT RED TOP, THENCE 0.9 MILES NORTHWEST ALONG THE NORTHEAST LEVEE
 HS1669'ROAD OF THE EASTSIDE BYPASS CANAL, AT THE CROSSING OF TWO POWER
 HS1669'LINES, 51 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 156 FEET
 HS1669'NORTHWEST OF BENCH MARK Q 982 (DWR), 91 FEET NORTHWEST OF POWER
 HS1669'POLE 65-124, 7 1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.3
 HS1669'FEET SOUTH OF A 4- BY 6-INCH POST PROJECTING 5 1/2 FEET ABOVE
 HS1669'THE GROUND, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 12 FEET
 HS1669'LOWER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 HS1669'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3614 ***********************************************************************
 HS3614  DESIGNATION -  123.11 USBR
 HS3614  PID         -  HS3614
 HS3614  STATE/COUNTY-  CA/CONTRA COSTA
 HS3614  USGS QUAD   -  ANTIOCH SOUTH (1980)
 HS3614
 HS3614                         *CURRENT SURVEY CONTROL
 HS3614  ___________________________________________________________________
 HS3614* NAD 83(1986)-  37 58 56.     (N)    121 48 20.     (W)     SCALED    
 HS3614* NAVD 88     -        38.31   (+/-2cm)     125.7    (feet)  VERTCON   
 HS3614  ___________________________________________________________________
 HS3614  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HS3614  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3614
 HS3614.The horizontal coordinates were scaled from a topographic map and have
 HS3614.an estimated accuracy of +/- 6 seconds.
 HS3614
 HS3614.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3614.The vertical order pertains to the NGVD 29 superseded value.
 HS3614
 HS3614.The geoid height was determined by GEOID03.
 HS3614
 HS3614;                    North         East    Units  Estimated Accuracy
 HS3614;SPC CA 3     -   665,300.    1,885,310.      MT  (+/- 180 meters Scaled)
 HS3614
 HS3614                          SUPERSEDED SURVEY CONTROL
 HS3614
 HS3614  NGVD 29 (??/??/92)   37.555  (m)          123.21   (f) ADJ UNCH    1 2
 HS3614
 HS3614.Superseded values are not recommended for survey control.
 HS3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3614.See file dsdata.txt to determine how the superseded data were derived.
 HS3614
 HS3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH048045(NAD 83)
 HS3614_MARKER: DD = SURVEY DISK
 HS3614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3614_SP_SET: CONCRETE SIPHON
 HS3614_STAMPING: 123.11
 HS3614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3614
 HS3614  HISTORY     - Date     Condition        Report By
 HS3614  HISTORY     - UNK      MONUMENTED       BOR
 HS3614  HISTORY     - 1960     GOOD             NGS
 HS3614  HISTORY     - 1963     GOOD             NGS
 HS3614
 HS3614                          STATION DESCRIPTION
 HS3614
 HS3614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3614'1.4 MI S FROM ANTIOCH.
 HS3614'0.15 MILE SOUTH ALONG A STREET FROM THE CROSSING OF THE
 HS3614'SOUTHERN PACIFIC RAILROAD AT ANTIOCH, THENCE 0.15 MILE
 HS3614'SOUTHWEST ALONG STATE HIGHWAY 4 AND 24 FREEWAY, THENCE 1.1
 HS3614'MILES SOUTH ALONG LONE TREE WAY, IN R2E T2N S31, AT THE
 HS3614'CROSSING OF CONTRA COSTA CANAL, IN TOP OF THE CENTER OF THE
 HS3614'EAST CONCRETE HEAD WALL OF CONCRETE SIPHON 10.45, 32 1/2 FEET
 HS3614'EAST OF THE CENTER LINE OF THE WAY, 4.6 FEET EAST OF A FENCE,
 HS3614'AND ABOUT 1/2 FOOT LOWER THAN THE WAY.
 HS3614
 HS3614                          STATION RECOVERY (1963)
 HS3614
 HS3614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0897 ***********************************************************************
 GU0897  DESIGNATION -  123.13 L
 GU0897  PID         -  GU0897
 GU0897  STATE/COUNTY-  CA/FRESNO
 GU0897  USGS QUAD   -  LEVIS (1984)
 GU0897
 GU0897                         *CURRENT SURVEY CONTROL
 GU0897  ___________________________________________________________________
 GU0897* NAD 83(1986)-  36 32 59.     (N)    120 25 19.     (W)     SCALED    
 GU0897* NAVD 88     -       101.240  (meters)     332.15   (feet)  ADJUSTED  
 GU0897  ___________________________________________________________________
 GU0897  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0897  DYNAMIC HT  -         101.154 (meters)     331.87  (feet)  COMP
 GU0897  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 GU0897
 GU0897  VERT ORDER  -  FIRST     CLASS II
 GU0897
 GU0897.The horizontal coordinates were scaled from a topographic map and have
 GU0897.an estimated accuracy of +/- 6 seconds.
 GU0897
 GU0897.The orthometric height was determined by differential leveling
 GU0897.and adjusted in June 1991.
 GU0897
 GU0897.The geoid height was determined by GEOID03.
 GU0897
 GU0897.The dynamic height is computed by dividing the NAVD 88
 GU0897.geopotential number by the normal gravity value computed on the
 GU0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0897.degrees latitude (g = 980.6199 gals.).
 GU0897
 GU0897.The modeled gravity was interpolated from observed gravity values.
 GU0897
 GU0897;                    North         East    Units  Estimated Accuracy
 GU0897;SPC CA 4     -   635,910.    1,872,700.      MT  (+/- 180 meters Scaled)
 GU0897
 GU0897                          SUPERSEDED SURVEY CONTROL
 GU0897
 GU0897  NGVD 29 (??/??/92)  100.318  (m)          329.13   (f) ADJ UNCH    1 2
 GU0897
 GU0897.Superseded values are not recommended for survey control.
 GU0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0897.See file dsdata.txt to determine how the superseded data were derived.
 GU0897
 GU0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF307480(NAD 83)
 GU0897_MARKER: DD = SURVEY DISK
 GU0897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0897_SP_SET: CANAL LINING
 GU0897_STAMPING: 123.13 L SG503
 GU0897_MARK LOGO: BOR   
 GU0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0897+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0897
 GU0897  HISTORY     - Date     Condition        Report By
 GU0897  HISTORY     - UNK      MONUMENTED       BOR
 GU0897  HISTORY     - 1969     GOOD             NGS
 GU0897  HISTORY     - 1975     GOOD             NGS
 GU0897  HISTORY     - 19881206 GOOD             NGS
 GU0897
 GU0897                          STATION DESCRIPTION
 GU0897
 GU0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0897'36.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0897'36.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0897'DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 11, 0.1 MILE EAST
 GU0897'OF A STEEL GATE ACROSS THE LEVEE ROAD, IN THE TOP OF THE NORTH
 GU0897'CONCRETE LINING OF THE AQUEDUCT, 213 FEET EAST OF THE CENTER
 GU0897'OF A STEEL LADDER, 1.0 FOOT SOUTH OF A WITNESS POST, AND ABOUT
 GU0897'3 FEET LOWER THAN THE LEVEE ROAD.
 GU0897
 GU0897                          STATION RECOVERY (1975)
 GU0897
 GU0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0897'RECOVERED IN GOOD CONDITION.
 GU0897
 GU0897                          STATION RECOVERY (1988)
 GU0897
 GU0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1777 ***********************************************************************
 JT1777  DESIGNATION -  1230
 JT1777  PID         -  JT1777
 JT1777  STATE/COUNTY-  CA/NAPA
 JT1777  USGS QUAD   -  NAPA (1980)
 JT1777
 JT1777                         *CURRENT SURVEY CONTROL
 JT1777  ___________________________________________________________________
 JT1777* NAD 83(1986)-  38 16 58.     (N)    122 17 42.     (W)     SCALED    
 JT1777* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 JT1777  ___________________________________________________________________
 JT1777  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1777  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1777
 JT1777.The horizontal coordinates were scaled from a topographic map and have
 JT1777.an estimated accuracy of +/- 6 seconds.
 JT1777
 JT1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1777.The vertical order pertains to the NGVD 29 superseded value.
 JT1777
 JT1777.The geoid height was determined by GEOID03.
 JT1777
 JT1777;                    North         East    Units  Estimated Accuracy
 JT1777;SPC CA 2     -   568,440.    1,974,190.      MT  (+/- 180 meters Scaled)
 JT1777
 JT1777                          SUPERSEDED SURVEY CONTROL
 JT1777
 JT1777  NGVD 29 (??/??/92)    3.74   (m)           12.3    (f) COMPUTED    1 1
 JT1777
 JT1777.Superseded values are not recommended for survey control.
 JT1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1777.See file dsdata.txt to determine how the superseded data were derived.
 JT1777
 JT1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616374(NAD 83)
 JT1777_MARKER: DD = SURVEY DISK
 JT1777_SETTING: 0 = UNSPECIFIED SETTING
 JT1777_MARK LOGO: CA2330
 JT1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1777
 JT1777  HISTORY     - Date     Condition        Report By
 JT1777  HISTORY     - 1971     MONUMENTED       CA2330
 JT1777
 JT1777                          STATION DESCRIPTION
 JT1777
 JT1777'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1777'AT INTERSECTION OF HARTSON AND LERNHART, IN NORTHEAST CORNER, A BRASS
 JT1777'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0143 ***********************************************************************
 LU0143  DESIGNATION -  1231.61
 LU0143  PID         -  LU0143
 LU0143  STATE/COUNTY-  CA/SHASTA
 LU0143  USGS QUAD   -  PROJECT CITY (1969)
 LU0143
 LU0143                         *CURRENT SURVEY CONTROL
 LU0143  ___________________________________________________________________
 LU0143* NAD 83(1986)-  40 44 58.     (N)    122 19 03.     (W)     SCALED    
 LU0143* NAVD 88     -       376.248  (meters)    1234.41   (feet)  ADJUSTED  
 LU0143  ___________________________________________________________________
 LU0143  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 LU0143  DYNAMIC HT  -         376.050 (meters)    1233.76  (feet)  COMP
 LU0143  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LU0143
 LU0143  VERT ORDER  -  FIRST     CLASS II
 LU0143
 LU0143.The horizontal coordinates were scaled from a topographic map and have
 LU0143.an estimated accuracy of +/- 6 seconds.
 LU0143
 LU0143.The orthometric height was determined by differential leveling
 LU0143.and adjusted in June 1991.
 LU0143
 LU0143.The geoid height was determined by GEOID03.
 LU0143
 LU0143.The dynamic height is computed by dividing the NAVD 88
 LU0143.geopotential number by the normal gravity value computed on the
 LU0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0143.degrees latitude (g = 980.6199 gals.).
 LU0143
 LU0143.The modeled gravity was interpolated from observed gravity values.
 LU0143
 LU0143;                    North         East    Units  Estimated Accuracy
 LU0143;SPC CA 1     -   657,290.    1,973,190.      MT  (+/- 180 meters Scaled)
 LU0143
 LU0143                          SUPERSEDED SURVEY CONTROL
 LU0143
 LU0143  NGVD 29 (??/??/56)  375.441  (m)         1231.76   (f) ADJ UNCH    1 2
 LU0143
 LU0143.Superseded values are not recommended for survey control.
 LU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0143.See file dsdata.txt to determine how the superseded data were derived.
 LU0143
 LU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL576111(NAD 83)
 LU0143_MARKER: DD = SURVEY DISK
 LU0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0143_SP_SET: CULVERT
 LU0143_STAMPING: 1231.61
 LU0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0143
 LU0143  HISTORY     - Date     Condition        Report By
 LU0143  HISTORY     - UNK      MONUMENTED       CADH
 LU0143  HISTORY     - 1943     GOOD             NGS
 LU0143  HISTORY     - 1956     MARK NOT FOUND   NGS
 LU0143  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0143
 LU0143                          STATION DESCRIPTION
 LU0143
 LU0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0143'5.3 MI N FROM PROJECT CITY.
 LU0143'5.3 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE
 LU0143'AT PROJECT CITY, SHASTA COUNTY, 6 FEET NORTH OF WOODEN HIGHWAY
 LU0143'MARKER B 771+33, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST
 LU0143'HEADWALL, AND 14 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 LU0143'A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1231.61.
 LU0143'RECENT WIDENING OF THE HIGHWAY MAY HAVE COVERED THE MARK.
 LU0143
 LU0143                          STATION RECOVERY (1956)
 LU0143
 LU0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LU0143'MARK NOT FOUND.
 LU0143
 LU0143                          STATION RECOVERY (1988)
 LU0143
 LU0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0143'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THIS LOCATION AND THE CULVERT
 LU0143'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0177 ***********************************************************************
 LU0177  DESIGNATION -  1236 B
 LU0177  PID         -  LU0177
 LU0177  STATE/COUNTY-  CA/SHASTA
 LU0177  USGS QUAD   -  LAMOINE (1990)
 LU0177
 LU0177                         *CURRENT SURVEY CONTROL
 LU0177  ___________________________________________________________________
 LU0177* NAD 83(1986)-  40 58 32.     (N)    122 25 48.     (W)     SCALED    
 LU0177* NAVD 88     -       378.151  (meters)    1240.65   (feet)  ADJUSTED  
 LU0177  ___________________________________________________________________
 LU0177  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 LU0177  DYNAMIC HT  -         377.946 (meters)    1239.98  (feet)  COMP
 LU0177  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 LU0177
 LU0177  VERT ORDER  -  FIRST     CLASS II
 LU0177
 LU0177.The horizontal coordinates were scaled from a topographic map and have
 LU0177.an estimated accuracy of +/- 6 seconds.
 LU0177
 LU0177.The orthometric height was determined by differential leveling
 LU0177.and adjusted in June 1991.
 LU0177
 LU0177.The geoid height was determined by GEOID03.
 LU0177
 LU0177.The dynamic height is computed by dividing the NAVD 88
 LU0177.geopotential number by the normal gravity value computed on the
 LU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0177.degrees latitude (g = 980.6199 gals.).
 LU0177
 LU0177.The modeled gravity was interpolated from observed gravity values.
 LU0177
 LU0177;                    North         East    Units  Estimated Accuracy
 LU0177;SPC CA 1     -   682,440.    1,963,810.      MT  (+/- 180 meters Scaled)
 LU0177
 LU0177                          SUPERSEDED SURVEY CONTROL
 LU0177
 LU0177  NGVD 29 (??/??/54)  377.287  (m)         1237.82   (f) ADJ UNCH    1 2
 LU0177
 LU0177.Superseded values are not recommended for survey control.
 LU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0177.See file dsdata.txt to determine how the superseded data were derived.
 LU0177
 LU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL479362(NAD 83)
 LU0177_MARKER: DD = SURVEY DISK
 LU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0177_STAMPING: 1237.501 B 1902
 LU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0177+STABILITY: SURFACE MOTION
 LU0177
 LU0177  HISTORY     - Date     Condition        Report By
 LU0177  HISTORY     - 1902     MONUMENTED       USGS
 LU0177  HISTORY     - 1954     GOOD             NGS
 LU0177  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0177
 LU0177                          STATION DESCRIPTION
 LU0177
 LU0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LU0177'AT LAMOINE.
 LU0177'AT LAMOINE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT
 LU0177'329 YARDS SOUTH OF THE LAMOINE SIDING SIGN, 262 1/2 FEET
 LU0177'NORTHWEST OF MILEPOST 300, 22.2 FEET EAST OF THE EAST CORNER
 LU0177'OF STEEL BRIDGE 300.05 OVER SLATE CREEK, 18.7 FEET NORTHEAST
 LU0177'OF THE NORTHEAST RAIL, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 LU0177'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 LU0177'THE GROUND.  NOTE-- I WAS TOLD BY A SECTION FOREMAN OF THE
 LU0177'SOUTHERN PACIFIC COMPANY RAILROAD THAT THIS MARK WAS RESET IN
 LU0177'1953, BUT HE WAS NOT SURE WHO RESET IT.  THE MARK IS NOW SET
 LU0177'IN THE TOP OF A CONCRETE POST INSTEAD OF RIVETED ON A
 LU0177'3 1/2-INCH IRON PIPE.
 LU0177
 LU0177                          STATION RECOVERY (1988)
 LU0177
 LU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0177'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0898 ***********************************************************************
 JS0898  DESIGNATION -  124 BBK
 JS0898  PID         -  JS0898
 JS0898  STATE/COUNTY-  CA/PLACER
 JS0898  USGS QUAD   -  ROSEVILLE (1992)
 JS0898
 JS0898                         *CURRENT SURVEY CONTROL
 JS0898  ___________________________________________________________________
 JS0898* NAD 83(1986)-  38 50 14.     (N)    121 18 27.     (W)     SCALED    
 JS0898* NAVD 88     -        38.74   (+/-2cm)     127.1    (feet)  VERTCON   
 JS0898  ___________________________________________________________________
 JS0898  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JS0898  VERT ORDER  -  THIRD (See Below)
 JS0898
 JS0898.The horizontal coordinates were scaled from a topographic map and have
 JS0898.an estimated accuracy of +/- 6 seconds.
 JS0898
 JS0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0898.The vertical order pertains to the NGVD 29 superseded value.
 JS0898
 JS0898.The geoid height was determined by GEOID03.
 JS0898
 JS0898;                    North         East    Units  Estimated Accuracy
 JS0898;SPC CA 2     -   630,170.    2,060,120.      MT  (+/- 180 meters Scaled)
 JS0898
 JS0898                          SUPERSEDED SURVEY CONTROL
 JS0898
 JS0898  NGVD 29 (??/??/??)   38.03   (m)          124.8    (f) RESET       3  
 JS0898
 JS0898.Superseded values are not recommended for survey control.
 JS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0898.See file dsdata.txt to determine how the superseded data were derived.
 JS0898
 JS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ468000(NAD 83)
 JS0898_MARKER: P = PIPE CAP
 JS0898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0898_STAMPING: 124.649 124 B B K 1908
 JS0898_MARK LOGO: USGS  
 JS0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0898
 JS0898  HISTORY     - Date     Condition        Report By
 JS0898  HISTORY     - 1908     MONUMENTED       USGS
 JS0898  HISTORY     - 1949     GOOD             CGS
 JS0898  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JS0898  HISTORY     - 19880824 MARK NOT FOUND   NGS
 JS0898
 JS0898                          STATION DESCRIPTION
 JS0898
 JS0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0898'3.9 MI S FROM LINCOLN.
 JS0898'ABOUT 3.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS0898'FROM THE STATION AT LINCOLN, PLACER COUNTY, 6-1/2 FEET NORTH OF
 JS0898'A POINT 11 FEET EAST OF MILEPOST 113, 46 FEET EAST OF THE
 JS0898'TRACK, AND AT THE FENCE LINE.
 JS0898
 JS0898                          STATION RECOVERY (1986)
 JS0898
 JS0898'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME)
 JS0898'MARK NOT FOUND.
 JS0898
 JS0898                          STATION RECOVERY (1988)
 JS0898
 JS0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0365 ***********************************************************************
 DY0365  DESIGNATION -  124 C OF LB
 DY0365  PID         -  DY0365
 DY0365  STATE/COUNTY-  CA/LOS ANGELES
 DY0365  USGS QUAD   -  LONG BEACH (1981)
 DY0365
 DY0365                         *CURRENT SURVEY CONTROL
 DY0365  ___________________________________________________________________
 DY0365* NAD 83(1986)-  33 49 36.     (N)    118 10 03.     (W)     SCALED    
 DY0365* NAVD 88     -        20.30   (+/-2cm)      66.6    (feet)  VERTCON   
 DY0365  ___________________________________________________________________
 DY0365  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0365
 DY0365.The horizontal coordinates were scaled from a topographic map and have
 DY0365.an estimated accuracy of +/- 6 seconds.
 DY0365
 DY0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0365.The vertical order pertains to the NGVD 29 superseded value.
 DY0365
 DY0365.The geoid height was determined by GEOID03.
 DY0365
 DY0365;                    North         East    Units  Estimated Accuracy
 DY0365;SPC CA 5     -   536,250.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0365
 DY0365                          SUPERSEDED SURVEY CONTROL
 DY0365
 DY0365  NGVD 29 (??/??/92)   19.539  (m)           64.10   (f) ADJ UNCH    1 2
 DY0365
 DY0365.Superseded values are not recommended for survey control.
 DY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0365.See file dsdata.txt to determine how the superseded data were derived.
 DY0365
 DY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919435(NAD 83)
 DY0365_MARKER: B = BOLT
 DY0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0365+STABILITY: SURFACE MOTION
 DY0365
 DY0365  HISTORY     - Date     Condition        Report By
 DY0365  HISTORY     - UNK      MONUMENTED       CA1970
 DY0365  HISTORY     - 1958     GOOD             NGS
 DY0365  HISTORY     - 20070510 MARK NOT FOUND   GEOCAC
 DY0365
 DY0365                          STATION DESCRIPTION
 DY0365
 DY0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DY0365'AT LONG BEACH.
 DY0365'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF CHERRY
 DY0365'AVENUE AND BIXBY ROAD, 31.2 FEET WEST OF THE WEST CURB OF THE
 DY0365'AVENUE, AND 8.5 FEET NORTH OF THE NORTH CURB OF THE ROAD.  A
 DY0365'COPPER BOLT, SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 DY0365'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE
 DY0365'WITH A COVER MARKED LB BM.
 DY0365
 DY0365                          STATION RECOVERY (2007)
 DY0365
 DY0365'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0365'THIS MARK IS AN UNDERGROUND BOLT, MONUMENTED PRIOR TO 1958.  FOUND IS
 DY0365'A MARKER DISK, FLUSH WITH THE SIDEWALK, AND CLEARLY STAMPED 1970.  IT
 DY0365'WOULD APPEAR THAT THE ORIGINAL MARK WAS DESTROYED DURING ROAD
 DY0365'EXPANSION AND REPLACED WITH THE CURRENT DISK.  THIS MARK SHOULD BE
 DY0365'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0890 ***********************************************************************
 GU0890  DESIGNATION -  124.18 L
 GU0890  PID         -  GU0890
 GU0890  STATE/COUNTY-  CA/FRESNO
 GU0890  USGS QUAD   -  LEVIS (1984)
 GU0890
 GU0890                         *CURRENT SURVEY CONTROL
 GU0890  ___________________________________________________________________
 GU0890* NAD 83(1986)-  36 32 43.     (N)    120 24 21.     (W)     SCALED    
 GU0890* NAVD 88     -       100.769  (meters)     330.61   (feet)  ADJUSTED  
 GU0890  ___________________________________________________________________
 GU0890  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GU0890  DYNAMIC HT  -         100.683 (meters)     330.32  (feet)  COMP
 GU0890  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 GU0890
 GU0890  VERT ORDER  -  FIRST     CLASS I
 GU0890
 GU0890.The horizontal coordinates were scaled from a topographic map and have
 GU0890.an estimated accuracy of +/- 6 seconds.
 GU0890
 GU0890.The orthometric height was determined by differential leveling
 GU0890.and adjusted in June 1991.
 GU0890
 GU0890.The geoid height was determined by GEOID03.
 GU0890
 GU0890.The dynamic height is computed by dividing the NAVD 88
 GU0890.geopotential number by the normal gravity value computed on the
 GU0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0890.degrees latitude (g = 980.6199 gals.).
 GU0890
 GU0890.The modeled gravity was interpolated from observed gravity values.
 GU0890
 GU0890;                    North         East    Units  Estimated Accuracy
 GU0890;SPC CA 4     -   635,400.    1,874,140.      MT  (+/- 180 meters Scaled)
 GU0890
 GU0890                          SUPERSEDED SURVEY CONTROL
 GU0890
 GU0890  NGVD 29 (??/??/92)  100.072  (m)          328.32   (f) ADJ UNCH    1 1
 GU0890
 GU0890.Superseded values are not recommended for survey control.
 GU0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0890.See file dsdata.txt to determine how the superseded data were derived.
 GU0890
 GU0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF322475(NAD 83)
 GU0890_MARKER: DD = SURVEY DISK
 GU0890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0890_SP_SET: HEADWALL
 GU0890_STAMPING: 124.18 L 2890+99.16
 GU0890_MARK LOGO: BOR   
 GU0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0890+STABILITY: SURFACE MOTION
 GU0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0890+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988
 GU0890
 GU0890  HISTORY     - Date     Condition        Report By
 GU0890  HISTORY     - UNK      MONUMENTED       BOR
 GU0890  HISTORY     - 1967     GOOD             NGS
 GU0890  HISTORY     - 1975     GOOD             NGS
 GU0890  HISTORY     - 19881206 GOOD             NGS
 GU0890
 GU0890                          STATION DESCRIPTION
 GU0890
 GU0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0890'37.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0890'37.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM DOS
 GU0890'AMIGOS PUMP PLANT, 0.15 MILE SOUTH-SOUTHEAST OF BENCH MARK V 998,
 GU0890'IN R14E T16S, SECTION 13, IN THE TOP OF THE CENTER OF A CONCRETE
 GU0890'TURNOUT STRUCTURE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0890'NORTHEAST LEVEE ROAD, 110 FEET SOUTHEAST OF TWO 24-INCH PRESSURE
 GU0890'IRRIGATION CROSSINGS, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE
 GU0890'OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET
 GU0890'LOWER THAN THE ROAD.
 GU0890
 GU0890                          STATION RECOVERY (1975)
 GU0890
 GU0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0890'RECOVERED IN GOOD CONDITION.
 GU0890
 GU0890                          STATION RECOVERY (1988)
 GU0890
 GU0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0889 ***********************************************************************
 GU0889  DESIGNATION -  124.19 L
 GU0889  PID         -  GU0889
 GU0889  STATE/COUNTY-  CA/FRESNO
 GU0889  USGS QUAD   -  LEVIS (1984)
 GU0889
 GU0889                         *CURRENT SURVEY CONTROL
 GU0889  ___________________________________________________________________
 GU0889* NAD 83(1986)-  36 32 41.     (N)    120 24 21.     (W)     SCALED    
 GU0889* NAVD 88     -       100.96   (+/-2cm)     331.2    (feet)  VERTCON   
 GU0889  ___________________________________________________________________
 GU0889  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GU0889  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0889
 GU0889.The horizontal coordinates were scaled from a topographic map and have
 GU0889.an estimated accuracy of +/- 6 seconds.
 GU0889
 GU0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0889.The vertical order pertains to the NGVD 29 superseded value.
 GU0889
 GU0889.The geoid height was determined by GEOID03.
 GU0889
 GU0889;                    North         East    Units  Estimated Accuracy
 GU0889;SPC CA 4     -   635,340.    1,874,130.      MT  (+/- 180 meters Scaled)
 GU0889
 GU0889                          SUPERSEDED SURVEY CONTROL
 GU0889
 GU0889  NGVD 29 (??/??/92)  100.124  (m)          328.49   (f) ADJ UNCH    1 1
 GU0889
 GU0889.Superseded values are not recommended for survey control.
 GU0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0889.See file dsdata.txt to determine how the superseded data were derived.
 GU0889
 GU0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF322475(NAD 83)
 GU0889_MARKER: DB = BENCH MARK DISK
 GU0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0889_SP_SET: AQUEDUCT LINING
 GU0889_STAMPING: 124.19 L SG 509
 GU0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0889
 GU0889  HISTORY     - Date     Condition        Report By
 GU0889  HISTORY     - UNK      MONUMENTED       BOR
 GU0889  HISTORY     - 1969     GOOD             NGS
 GU0889  HISTORY     - 1975     GOOD             NGS
 GU0889  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU0889
 GU0889                          STATION DESCRIPTION
 GU0889
 GU0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0889'37.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0889'37.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0889'AMIGOS PUMP PLANT, IN R14E T16S, SECTION 13, 0.05 MILE SOUTHEAST
 GU0889'OF THE CROSSING OF MT. VIEW AVENUE, IN THE TOP OF THE NORTHEAST
 GU0889'CONCRETE LINING OF THE AQUEDUCT, 105.8 FEET SOUTHEAST OF BENCH
 GU0889'MARK 124.18 L (USBR), 0.9 FOOT SOUTHWEST OF A WITNESS POST, AND
 GU0889'ABOUT 3 FEET LOWER THAN THE LEVEE ROAD.
 GU0889
 GU0889                          STATION RECOVERY (1975)
 GU0889
 GU0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0889'RECOVERED IN GOOD CONDITION.
 GU0889
 GU0889                          STATION RECOVERY (1988)
 GU0889
 GU0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0892 ***********************************************************************
 GU0892  DESIGNATION -  124.19 R USBR
 GU0892  PID         -  GU0892
 GU0892  STATE/COUNTY-  CA/FRESNO
 GU0892  USGS QUAD   -  LEVIS (1984)
 GU0892
 GU0892                         *CURRENT SURVEY CONTROL
 GU0892  ___________________________________________________________________
 GU0892* NAD 83(1986)-  36 32 40.     (N)    120 24 25.     (W)     SCALED    
 GU0892* NAVD 88     -       101.39   (+/-2cm)     332.6    (feet)  VERTCON   
 GU0892  ___________________________________________________________________
 GU0892  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GU0892  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0892
 GU0892.The horizontal coordinates were scaled from a topographic map and have
 GU0892.an estimated accuracy of +/- 6 seconds.
 GU0892
 GU0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0892.The vertical order pertains to the NGVD 29 superseded value.
 GU0892
 GU0892.The geoid height was determined by GEOID03.
 GU0892
 GU0892;                    North         East    Units  Estimated Accuracy
 GU0892;SPC CA 4     -   635,310.    1,874,030.      MT  (+/- 180 meters Scaled)
 GU0892
 GU0892                          SUPERSEDED SURVEY CONTROL
 GU0892
 GU0892  NGVD 29 (??/??/92)  100.550  (m)          329.89   (f) ADJ UNCH    1 1
 GU0892
 GU0892.Superseded values are not recommended for survey control.
 GU0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0892.See file dsdata.txt to determine how the superseded data were derived.
 GU0892
 GU0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF321474(NAD 83)
 GU0892_MARKER: DD = SURVEY DISK
 GU0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0892_SP_SET: TURNOUT STRUCTURE
 GU0892_STAMPING: 124.19 R
 GU0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0892
 GU0892  HISTORY     - Date     Condition        Report By
 GU0892  HISTORY     - UNK      MONUMENTED       BOR
 GU0892  HISTORY     - 1967     GOOD             NGS
 GU0892
 GU0892                          STATION DESCRIPTION
 GU0892
 GU0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0892'37.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0892'37.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0892'AMGIOS PUMP PLANT, IN THE TOP OF THE CENTER OF A TURNOUT
 GU0892'STRUCTURE, 27 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 GU0892'LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 GU0892'CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN
 GU0892'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0886 ***********************************************************************
 GU0886  DESIGNATION -  124.91 L
 GU0886  PID         -  GU0886
 GU0886  STATE/COUNTY-  CA/FRESNO
 GU0886  USGS QUAD   -  LEVIS (1984)
 GU0886
 GU0886                         *CURRENT SURVEY CONTROL
 GU0886  ___________________________________________________________________
 GU0886* NAD 83(1986)-  36 32 21.     (N)    120 23 38.     (W)     SCALED    
 GU0886* NAVD 88     -       100.78   (+/-2cm)     330.6    (feet)  VERTCON   
 GU0886  ___________________________________________________________________
 GU0886  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GU0886  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0886
 GU0886.The horizontal coordinates were scaled from a topographic map and have
 GU0886.an estimated accuracy of +/- 6 seconds.
 GU0886
 GU0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0886.The vertical order pertains to the NGVD 29 superseded value.
 GU0886
 GU0886.The geoid height was determined by GEOID03.
 GU0886
 GU0886;                    North         East    Units  Estimated Accuracy
 GU0886;SPC CA 4     -   634,710.    1,875,200.      MT  (+/- 180 meters Scaled)
 GU0886
 GU0886                          SUPERSEDED SURVEY CONTROL
 GU0886
 GU0886  NGVD 29 (??/??/92)   99.948  (m)          327.91   (f) ADJ UNCH    1 1
 GU0886
 GU0886.Superseded values are not recommended for survey control.
 GU0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0886.See file dsdata.txt to determine how the superseded data were derived.
 GU0886
 GU0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF332469(NAD 83)
 GU0886_MARKER: DB = BENCH MARK DISK
 GU0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0886_SP_SET: AQUEDUCT LINING
 GU0886_STAMPING: 124.91 L SG 504 A
 GU0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0886
 GU0886  HISTORY     - Date     Condition        Report By
 GU0886  HISTORY     - UNK      MONUMENTED       BOR
 GU0886  HISTORY     - 1969     GOOD             NGS
 GU0886  HISTORY     - 1975     GOOD             NGS
 GU0886  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU0886
 GU0886                          STATION DESCRIPTION
 GU0886
 GU0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0886'38.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0886'38.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0886'AMIGOS PUMP PLANT, IN R14E T16S, SECTION 13, IN THE TOP OF THE
 GU0886'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 17.0 FEET SOUTHEAST
 GU0886'OF THE CENTER OF A STEEL LADDER AND BENCH MARK K 1093, 1.0 FOOT
 GU0886'SOUTHWEST OF A WITNESS POST, AND ABOUT 3 1/2 FEET LOWER THAN
 GU0886'THE LEVEE ROAD.
 GU0886
 GU0886                          STATION RECOVERY (1975)
 GU0886
 GU0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0886'RECOVERED IN GOOD CONDITION.
 GU0886
 GU0886                          STATION RECOVERY (1988)
 GU0886
 GU0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0657 ***********************************************************************
 LU0657  DESIGNATION -  1240.6 USGS
 LU0657  PID         -  LU0657
 LU0657  STATE/COUNTY-  CA/TEHAMA
 LU0657  USGS QUAD   -  LOWREY (1967)
 LU0657
 LU0657                         *CURRENT SURVEY CONTROL
 LU0657  ___________________________________________________________________
 LU0657* NAD 83(1986)-  40 02 26.     (N)    122 35 40.     (W)     SCALED    
 LU0657* NAVD 88     -       379.03   (+/-2cm)    1243.5    (feet)  VERTCON   
 LU0657  ___________________________________________________________________
 LU0657  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LU0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0657
 LU0657.The horizontal coordinates were scaled from a topographic map and have
 LU0657.an estimated accuracy of +/- 6 seconds.
 LU0657
 LU0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0657.The vertical order pertains to the NGVD 29 superseded value.
 LU0657
 LU0657.The geoid height was determined by GEOID03.
 LU0657
 LU0657;                    North         East    Units  Estimated Accuracy
 LU0657;SPC CA 1     -   578,700.    1,949,270.      MT  (+/- 180 meters Scaled)
 LU0657
 LU0657                          SUPERSEDED SURVEY CONTROL
 LU0657
 LU0657  NGVD 29 (??/??/92)  378.157  (m)         1240.67   (f) ADJ UNCH    2 0
 LU0657
 LU0657.Superseded values are not recommended for survey control.
 LU0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0657.See file dsdata.txt to determine how the superseded data were derived.
 LU0657
 LU0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK345323(NAD 83)
 LU0657_MARKER: N = NAIL
 LU0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0657_SP_SET: TREE
 LU0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0657
 LU0657  HISTORY     - Date     Condition        Report By
 LU0657  HISTORY     - UNK      MONUMENTED       USGS
 LU0657  HISTORY     - 1948     GOOD             NGS
 LU0657
 LU0657                          STATION DESCRIPTION
 LU0657
 LU0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0657'9 MI E FROM FRANKLIN POINT LOOKOUT.
 LU0657'0.4 MILE SOUTH ALONG A DIRT ROAD FROM FRANKLIN POINT LOOKOUT,
 LU0657'THENCE 8.6 MILES EAST ALONG THE COLYER SPRINGS TO RED BLUFF ROAD,
 LU0657'37 FEET WEST OF A 12-INCH OAK TREE, 16 FEET NORTHEAST OF THE
 LU0657'CENTER LINE OF THE ROAD, AND SET IN THE EAST BASE OF A 36-INCH
 LU0657'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0469 ***********************************************************************
 DC0469  DESIGNATION -  1245.5 USGS
 DC0469  PID         -  DC0469
 DC0469  STATE/COUNTY-  CA/SAN DIEGO
 DC0469  USGS QUAD   -  ALPINE (1988)
 DC0469
 DC0469                         *CURRENT SURVEY CONTROL
 DC0469  ___________________________________________________________________
 DC0469* NAD 83(1986)-  32 51 28.     (N)    116 49 23.     (W)     SCALED    
 DC0469* NAVD 88     -       380.22   (+/-2cm)    1247.4    (feet)  VERTCON   
 DC0469  ___________________________________________________________________
 DC0469  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DC0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0469
 DC0469.The horizontal coordinates were scaled from a topographic map and have
 DC0469.an estimated accuracy of +/- 6 seconds.
 DC0469
 DC0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0469.The vertical order pertains to the NGVD 29 superseded value.
 DC0469
 DC0469.The geoid height was determined by GEOID03.
 DC0469
 DC0469;                    North         East    Units  Estimated Accuracy
 DC0469;SPC CA 6     -   576,790.    1,946,360.      MT  (+/- 180 meters Scaled)
 DC0469
 DC0469                          SUPERSEDED SURVEY CONTROL
 DC0469
 DC0469  NGVD 29 (??/??/??)  379.572  (m)         1245.31   (f) ADJUSTED    2 0
 DC0469
 DC0469.Superseded values are not recommended for survey control.
 DC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0469.See file dsdata.txt to determine how the superseded data were derived.
 DC0469
 DC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS165355(NAD 83)
 DC0469_MARKER: Q = CHISELED SQUARE
 DC0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0469_SP_SET: CULVERT
 DC0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0469
 DC0469  HISTORY     - Date     Condition        Report By
 DC0469  HISTORY     - UNK      MONUMENTED       CGS
 DC0469  HISTORY     - 1944     GOOD             NGS
 DC0469
 DC0469                          STATION DESCRIPTION
 DC0469
 DC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0469'3.6 MI W FROM ALPINE.
 DC0469'ALONG U.S. HIGHWAY NO. 80, 3.6 MILES WEST OF THE POST OFFICE AT
 DC0469'ALPINE, 700.0 FEET WEST OF STOUTS SERVICE STATION AND TOURIST
 DC0469'CABINS, ON THE INSIDE OF CURVE IN HIGHWAY, 24.2 FEET SOUTH OF
 DC0469'CENTER-LINE OF HIGHWAY, IN THE CENTER OF THE TOP OF WINGWALL
 DC0469'FOR SOUTH CONCRETE HEADWALL OF 18-INCH GALVANIZED PIPE CULVERT
 DC0469'NO. C 527 + 00, 3.0 FEET SOUTH OF THE WEST END OF THE HEADWALL,
 DC0469'A 1-INCH BY 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1905 ***********************************************************************
 DX1905  DESIGNATION -  125
 DX1905  PID         -  DX1905
 DX1905  STATE/COUNTY-  CA/ORANGE
 DX1905  USGS QUAD   -  TUSTIN (1981)
 DX1905
 DX1905                         *CURRENT SURVEY CONTROL
 DX1905  ___________________________________________________________________
 DX1905* NAD 83(1986)-  33 44 45.     (N)    117 51 21.     (W)     SCALED    
 DX1905* NAVD 88     -        38.24   (+/-2cm)     125.5    (feet)  VERTCON   
 DX1905  ___________________________________________________________________
 DX1905  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DX1905  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1905
 DX1905.The horizontal coordinates were scaled from a topographic map and have
 DX1905.an estimated accuracy of +/- 6 seconds.
 DX1905
 DX1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1905.The vertical order pertains to the NGVD 29 superseded value.
 DX1905
 DX1905.The geoid height was determined by GEOID03.
 DX1905
 DX1905;                    North         East    Units  Estimated Accuracy
 DX1905;SPC CA 6     -   676,280.    1,851,210.      MT  (+/- 180 meters Scaled)
 DX1905
 DX1905                          SUPERSEDED SURVEY CONTROL
 DX1905
 DX1905  NGVD 29 (??/??/??)   37.524  (m)          123.11   (f) ADJUSTED    1 2
 DX1905
 DX1905.Superseded values are not recommended for survey control.
 DX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1905.See file dsdata.txt to determine how the superseded data were derived.
 DX1905
 DX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207343(NAD 83)
 DX1905_MARKER: DD = SURVEY DISK
 DX1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1905_STAMPING: 5
 DX1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1905+STABILITY: SURFACE MOTION
 DX1905
 DX1905  HISTORY     - Date     Condition        Report By
 DX1905  HISTORY     - UNK      MONUMENTED       CA3420
 DX1905  HISTORY     - 1955     GOOD             NGS
 DX1905  HISTORY     - 1958     GOOD             NGS
 DX1905  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1905
 DX1905                          STATION DESCRIPTION
 DX1905
 DX1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1905'AT SANTA ANA.
 DX1905'AT SANTA ANA, AT THE INTERSECTION OF EAST FIRST AND EVERGREEN
 DX1905'STREETS, AT THE CENTER LINE OF EVERGREEN STREET, 5.0 FEET NORTH OF
 DX1905'THE CENTER LINE OF EAST FIRST STREET, 4.2 FEET NORTHWEST OF THE
 DX1905'NORTHWEST EDGE A MANHOLE COVER AT THE CENTER OF THE INTERSECTION,
 DX1905'AND SET IN CONCRETE ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT,
 DX1905'ACCESS TO WHICH IS HAD THROUGH A 6-INCH TILE PIPE WITH AN 8-INCH
 DX1905'METAL COVER MARKED MON.
 DX1905
 DX1905                          STATION RECOVERY (1958)
 DX1905
 DX1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1905'RECOVERED IN GOOD CONDITION.
 DX1905
 DX1905                          STATION RECOVERY (1977)
 DX1905
 DX1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1905'ACCESS PLATE WAS VISIBLE FROM STREET CURB, NO INVESTIGATION MADE
 DX1905'UNDER ACCESS PLATE IN THE INTEREST OF SAFETY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0008 ***********************************************************************
 EW0008  DESIGNATION -  125 10 LA CO
 EW0008  PID         -  EW0008
 EW0008  STATE/COUNTY-  CA/LOS ANGELES
 EW0008  USGS QUAD   -  PALMDALE (1974)
 EW0008
 EW0008                         *CURRENT SURVEY CONTROL
 EW0008  ___________________________________________________________________
 EW0008* NAD 83(1986)-  34 32 33.     (N)    118 02 11.     (W)     SCALED    
 EW0008* NAVD 88     -       840.15   (+/-2cm)    2756.4    (feet)  VERTCON   
 EW0008  ___________________________________________________________________
 EW0008  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0008  VERT ORDER  -  THIRD (See Below)
 EW0008
 EW0008.The horizontal coordinates were scaled from a topographic map and have
 EW0008.an estimated accuracy of +/- 6 seconds.
 EW0008
 EW0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0008.The vertical order pertains to the NGVD 29 superseded value.
 EW0008
 EW0008.The geoid height was determined by GEOID03.
 EW0008
 EW0008;                    North         East    Units  Estimated Accuracy
 EW0008;SPC CA 5     -   615,640.    1,996,660.      MT  (+/- 180 meters Scaled)
 EW0008
 EW0008                          SUPERSEDED SURVEY CONTROL
 EW0008
 EW0008  NGVD 29 (??/??/??)  839.27   (m)         2753.5    (f) RESET       3  
 EW0008
 EW0008.Superseded values are not recommended for survey control.
 EW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0008.See file dsdata.txt to determine how the superseded data were derived.
 EW0008
 EW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU049227(NAD 83)
 EW0008_MARKER: Z = SEE DESCRIPTION
 EW0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0008_SP_SET: CULVERT
 EW0008_STAMPING: BM 125-10 1968 5869
 EW0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0008
 EW0008  HISTORY     - Date     Condition        Report By
 EW0008  HISTORY     - 1968     MONUMENTED       CA-037
 EW0008
 EW0008                          STATION DESCRIPTION
 EW0008
 EW0008'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0008'5.5 MI SE FROM PALMDALE.
 EW0008'PEARBLOSSON HWY, ABOUT 4.0 MI EASTERLY OF SIERRA HWY, 88.3 FT
 EW0008'WESTERLY OF POWER POLE NO. 1185648E, 85.3 FT NORTHWESTERLY OF
 EW0008'POWER POLE NO. 1354820E, 39.8 FT S OF THE APPROXIMATE CENTER
 EW0008'LINE OF PEARBLOSSOM HWY, 23.0 FT W OF THE CENTER OF A DIRT
 EW0008'ROAD, IN CONCRETE HEADWALL OF CULVERT AT HIGHWAY STATION 4.04.
 EW0008'SET IN THE TOP OF CONCRETE HEADWALL OF CULVERT, 1.4 FT W OF
 EW0008'THE NE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0058 ***********************************************************************
 EW0058  DESIGNATION -  125 2 LA CO
 EW0058  PID         -  EW0058
 EW0058  STATE/COUNTY-  CA/LOS ANGELES
 EW0058  USGS QUAD   -  PALMDALE (1974)
 EW0058
 EW0058                         *CURRENT SURVEY CONTROL
 EW0058  ___________________________________________________________________
 EW0058* NAD 83(1986)-  34 31 55.     (N)    118 05 04.     (W)     SCALED    
 EW0058* NAVD 88     -       917.88   (+/-2cm)    3011.4    (feet)  VERTCON   
 EW0058  ___________________________________________________________________
 EW0058  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0058  VERT ORDER  -  THIRD (See Below)
 EW0058
 EW0058.The horizontal coordinates were scaled from a topographic map and have
 EW0058.an estimated accuracy of +/- 6 seconds.
 EW0058
 EW0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0058.The vertical order pertains to the NGVD 29 superseded value.
 EW0058
 EW0058.The geoid height was determined by GEOID03.
 EW0058
 EW0058;                    North         East    Units  Estimated Accuracy
 EW0058;SPC CA 5     -   614,470.    1,992,250.      MT  (+/- 180 meters Scaled)
 EW0058
 EW0058                          SUPERSEDED SURVEY CONTROL
 EW0058
 EW0058  NGVD 29 (??/??/??)  917.00   (m)         3008.5    (f) RESET       3  
 EW0058
 EW0058.Superseded values are not recommended for survey control.
 EW0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0058.See file dsdata.txt to determine how the superseded data were derived.
 EW0058
 EW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU004216(NAD 83)
 EW0058_MARKER: Z = SEE DESCRIPTION
 EW0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0058_SP_SET: CULVERT
 EW0058_STAMPING: BM 125-2 1968 5869
 EW0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0058
 EW0058  HISTORY     - Date     Condition        Report By
 EW0058  HISTORY     - 1968     MONUMENTED       CA-037
 EW0058
 EW0058                          STATION DESCRIPTION
 EW0058
 EW0058'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0058'3.6 MI S FROM PALMDALE.
 EW0058'PEARBLOSSOM HWY, ABOUT 0.85 MI EASTERLY OF SIERRA HWY, 34.3 FT
 EW0058'NW OF THE CENTER LINE OF PEARBLOSSOM HWY, 32.0 FT NE OF A DIRT
 EW0058'ROAD LEADING W, IN HEADWALL OF CULVERT AT HWY STATION 0.84.
 EW0058'SET IN THE TOP OF THE SOUTHEASTERLY CONCRETE HEADWALL OF CULVERT,
 EW0058'0.7 FOOT NE OF THE SOUTHERLY END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0031 ***********************************************************************
 EW0031  DESIGNATION -  125 3 LA CO
 EW0031  PID         -  EW0031
 EW0031  STATE/COUNTY-  CA/LOS ANGELES
 EW0031  USGS QUAD   -  PALMDALE (1974)
 EW0031
 EW0031                         *CURRENT SURVEY CONTROL
 EW0031  ___________________________________________________________________
 EW0031* NAD 83(1986)-  34 32 12.     (N)    118 05 00.     (W)     SCALED    
 EW0031* NAVD 88     -       894.30   (+/-2cm)    2934.0    (feet)  VERTCON   
 EW0031  ___________________________________________________________________
 EW0031  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0031  VERT ORDER  -  THIRD (See Below)
 EW0031
 EW0031.The horizontal coordinates were scaled from a topographic map and have
 EW0031.an estimated accuracy of +/- 6 seconds.
 EW0031
 EW0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0031.The vertical order pertains to the NGVD 29 superseded value.
 EW0031
 EW0031.The geoid height was determined by GEOID03.
 EW0031
 EW0031;                    North         East    Units  Estimated Accuracy
 EW0031;SPC CA 5     -   615,000.    1,992,350.      MT  (+/- 180 meters Scaled)
 EW0031
 EW0031                          SUPERSEDED SURVEY CONTROL
 EW0031
 EW0031  NGVD 29 (??/??/??)  893.43   (m)         2931.2    (f) RESET       3  
 EW0031
 EW0031.Superseded values are not recommended for survey control.
 EW0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0031.See file dsdata.txt to determine how the superseded data were derived.
 EW0031
 EW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU005221(NAD 83)
 EW0031_MARKER: P = PIPE CAP
 EW0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0031_STAMPING: BM 125-3 1968 5869
 EW0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0031
 EW0031  HISTORY     - Date     Condition        Report By
 EW0031  HISTORY     - 1968     MONUMENTED       CA-037
 EW0031
 EW0031                          STATION DESCRIPTION
 EW0031
 EW0031'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0031'3.5 MI SE FROM PALMDALE.
 EW0031'PEARBLOSSOM HWY ABOUT 1.2 MI EASTERLY OF SIERRA HWY, ABOUT 0.15
 EW0031'MI WESTERLY OF BARREL SPRINGS RD, 61.0 MI SOUTHERLY OF THE
 EW0031'APPROXIMATE CENTER LINE OF PEARBLOSSOM HWY, 10.3 FT SOUTHWESTERLY
 EW0031'OF LACFD TELEPHONE POLE NO. 116-211.  SET IN THE TOP OF A 12
 EW0031'INCH CONCRETE POST PROJECTING ABOUT 4 IN ABOVE THE GROUND.  A
 EW0031'2 IN DIAMETER MARKER PIPE IS 2.0 FT TO THE N.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0029 ***********************************************************************
 EW0029  DESIGNATION -  125 5 LA CO
 EW0029  PID         -  EW0029
 EW0029  STATE/COUNTY-  CA/LOS ANGELES
 EW0029  USGS QUAD   -  PALMDALE (1974)
 EW0029
 EW0029                         *CURRENT SURVEY CONTROL
 EW0029  ___________________________________________________________________
 EW0029* NAD 83(1986)-  34 32 32.     (N)    118 04 21.     (W)     SCALED    
 EW0029* NAVD 88     -       881.93   (+/-2cm)    2893.5    (feet)  VERTCON   
 EW0029  ___________________________________________________________________
 EW0029  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0029  VERT ORDER  -  THIRD (See Below)
 EW0029
 EW0029.The horizontal coordinates were scaled from a topographic map and have
 EW0029.an estimated accuracy of +/- 6 seconds.
 EW0029
 EW0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0029.The vertical order pertains to the NGVD 29 superseded value.
 EW0029
 EW0029.The geoid height was determined by GEOID03.
 EW0029
 EW0029;                    North         East    Units  Estimated Accuracy
 EW0029;SPC CA 5     -   615,610.    1,993,350.      MT  (+/- 180 meters Scaled)
 EW0029
 EW0029                          SUPERSEDED SURVEY CONTROL
 EW0029
 EW0029  NGVD 29 (??/??/??)  881.06   (m)         2890.6    (f) RESET       3  
 EW0029
 EW0029.Superseded values are not recommended for survey control.
 EW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0029.See file dsdata.txt to determine how the superseded data were derived.
 EW0029
 EW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU015228(NAD 83)
 EW0029_MARKER: Z = SEE DESCRIPTION
 EW0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0029_STAMPING: BM 125-5 1968 5869
 EW0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0029+STABILITY: SURFACE MOTION
 EW0029
 EW0029  HISTORY     - Date     Condition        Report By
 EW0029  HISTORY     - 1968     MONUMENTED       CA-037
 EW0029
 EW0029                          STATION DESCRIPTION
 EW0029
 EW0029'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0029'3.5 MI SE FROM PALMDALE.
 EW0029'PEARBLOSSOM HIGHWAY ABOUT 1.8 MI EASTERLY OF SIERRA HWY, ABOUT
 EW0029'0.5 MI EASTERLY OF BARREL SPRINGS RD, 175.0 FT SOUTHEASTERLY
 EW0029'OF THE INTERSECTION OF THE OLD AND NEW PEARBLOSSOM HWY, 74.6
 EW0029'FT WESTERLY OF A LONE JOSHUA TREE, 50.5 FT SOUTHERLY OF THE
 EW0029'APPROXIMATE CENTER LINE OF PEARBLOSSOM HWY.  SET IN THE TOP OF
 EW0029'A 12 IN CONCRETE POST PROJECTING ABOUT 4 IN ABOVE THE GROUND.
 EW0029'A 2 IN DIAMETER MARKER PIPE IS 2.0 FT TO THE N.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0025 ***********************************************************************
 EW0025  DESIGNATION -  125 6 LA CO
 EW0025  PID         -  EW0025
 EW0025  STATE/COUNTY-  CA/LOS ANGELES
 EW0025  USGS QUAD   -  PALMDALE (1974)
 EW0025
 EW0025                         *CURRENT SURVEY CONTROL
 EW0025  ___________________________________________________________________
 EW0025* NAD 83(1986)-  34 32 33.     (N)    118 03 57.     (W)     SCALED    
 EW0025* NAVD 88     -       861.10   (+/-2cm)    2825.1    (feet)  VERTCON   
 EW0025  ___________________________________________________________________
 EW0025  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0025  VERT ORDER  -  THIRD (See Below)
 EW0025
 EW0025.The horizontal coordinates were scaled from a topographic map and have
 EW0025.an estimated accuracy of +/- 6 seconds.
 EW0025
 EW0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0025.The vertical order pertains to the NGVD 29 superseded value.
 EW0025
 EW0025.The geoid height was determined by GEOID03.
 EW0025
 EW0025;                    North         East    Units  Estimated Accuracy
 EW0025;SPC CA 5     -   615,640.    1,993,960.      MT  (+/- 180 meters Scaled)
 EW0025
 EW0025                          SUPERSEDED SURVEY CONTROL
 EW0025
 EW0025  NGVD 29 (??/??/??)  860.23   (m)         2822.3    (f) RESET       3  
 EW0025
 EW0025.Superseded values are not recommended for survey control.
 EW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0025.See file dsdata.txt to determine how the superseded data were derived.
 EW0025
 EW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU022228(NAD 83)
 EW0025_MARKER: Z = SEE DESCRIPTION
 EW0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0025_STAMPING: BM 125-6 1968 5869
 EW0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0025+STABILITY: SURFACE MOTION
 EW0025
 EW0025  HISTORY     - Date     Condition        Report By
 EW0025  HISTORY     - 1968     MONUMENTED       CA-037
 EW0025
 EW0025                          STATION DESCRIPTION
 EW0025
 EW0025'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0025'3.7 MI SE FROM PALMDALE.
 EW0025'PEARBLOSSOM HWY, ABOUT 2.2 MI EASTERLY OF SIERRA HWY, ABOUT
 EW0025'1.0 MI EASTERLY OF BARREL SPRINGS RD, ABOUT 175 FT EASTERLY
 EW0025'OF A 15 IN CORRUGATED IRON PIPE CULVERT AT HIGHWAY STATION
 EW0025'2.16, 43.1 FT SOUTHEASTERLY OF THE APPROXIMATE CENTER LINE
 EW0025'OF PEARBLOSSOM HWY.  SET IN THE TOP OF A 12 IN CONCRETE POST
 EW0025'PROJECTING ABOUT 4 IN ABOVE THE GROUND.  A 2 IN DIAMETER MARKER
 EW0025'PIPE IS 2.0 FT TO THE N.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0020 ***********************************************************************
 EW0020  DESIGNATION -  125 7 LA CO
 EW0020  PID         -  EW0020
 EW0020  STATE/COUNTY-  CA/LOS ANGELES
 EW0020  USGS QUAD   -  PALMDALE (1974)
 EW0020
 EW0020                         *CURRENT SURVEY CONTROL
 EW0020  ___________________________________________________________________
 EW0020* NAD 83(1986)-  34 32 34.     (N)    118 03 30.     (W)     SCALED    
 EW0020* NAVD 88     -       849.68   (+/-2cm)    2787.7    (feet)  VERTCON   
 EW0020  ___________________________________________________________________
 EW0020  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0020  VERT ORDER  -  THIRD (See Below)
 EW0020
 EW0020.The horizontal coordinates were scaled from a topographic map and have
 EW0020.an estimated accuracy of +/- 6 seconds.
 EW0020
 EW0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0020.The vertical order pertains to the NGVD 29 superseded value.
 EW0020
 EW0020.The geoid height was determined by GEOID03.
 EW0020
 EW0020;                    North         East    Units  Estimated Accuracy
 EW0020;SPC CA 5     -   615,670.    1,994,650.      MT  (+/- 180 meters Scaled)
 EW0020
 EW0020                          SUPERSEDED SURVEY CONTROL
 EW0020
 EW0020  NGVD 29 (??/??/??)  848.81   (m)         2784.8    (f) RESET       3  
 EW0020
 EW0020.Superseded values are not recommended for survey control.
 EW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0020.See file dsdata.txt to determine how the superseded data were derived.
 EW0020
 EW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU028228(NAD 83)
 EW0020_MARKER: Z = SEE DESCRIPTION
 EW0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0020_SP_SET: CULVERT
 EW0020_STAMPING: BM 125-7 1968 5869
 EW0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0020
 EW0020  HISTORY     - Date     Condition        Report By
 EW0020  HISTORY     - 1968     MONUMENTED       CA-037
 EW0020
 EW0020                          STATION DESCRIPTION
 EW0020
 EW0020'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0020'4.1 MI SE FROM PALMDALE.
 EW0020'PEARBLOSSOM HWY, ABOUT 2.65 MI EASTERLY OF SIERRA HWY, 58.2 FT
 EW0020'NE OF TELEPHONE POLE NO. 697511 H, 33.9 FT SE OF THE APPROXIMATE
 EW0020'CENTER LINE OF PEARBLOSSOM HWY, IN CONCRETE HEADWALL OF A 30
 EW0020'IN CORRUGATED IRON PIPE CULVERT AT HIGHWAY STATION 2.64.  SET
 EW0020'IN THE TOP OF CONCRETE HEADWALL OF CULVERT, 0.7 FOOT SW OF THE
 EW0020'NE END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0015 ***********************************************************************
 EW0015  DESIGNATION -  125 8 LA CO
 EW0015  PID         -  EW0015
 EW0015  STATE/COUNTY-  CA/LOS ANGELES
 EW0015  USGS QUAD   -  PALMDALE (1974)
 EW0015
 EW0015                         *CURRENT SURVEY CONTROL
 EW0015  ___________________________________________________________________
 EW0015* NAD 83(1986)-  34 32 34.     (N)    118 03 10.     (W)     SCALED    
 EW0015* NAVD 88     -       849.59   (+/-2cm)    2787.4    (feet)  VERTCON   
 EW0015  ___________________________________________________________________
 EW0015  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0015  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0015
 EW0015.The horizontal coordinates were scaled from a topographic map and have
 EW0015.an estimated accuracy of +/- 6 seconds.
 EW0015
 EW0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0015.The vertical order pertains to the NGVD 29 superseded value.
 EW0015
 EW0015.The geoid height was determined by GEOID03.
 EW0015
 EW0015;                    North         East    Units  Estimated Accuracy
 EW0015;SPC CA 5     -   615,670.    1,995,160.      MT  (+/- 180 meters Scaled)
 EW0015
 EW0015                          SUPERSEDED SURVEY CONTROL
 EW0015
 EW0015  NGVD 29 (??/??/92)  848.71   (m)         2784.5    (f) COMPUTED    1 1
 EW0015
 EW0015.Superseded values are not recommended for survey control.
 EW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0015.See file dsdata.txt to determine how the superseded data were derived.
 EW0015
 EW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU033228(NAD 83)
 EW0015_MARKER: Z = SEE DESCRIPTION
 EW0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0015_SP_SET: CULVERT
 EW0015_STAMPING: BM 125-8 1968 5869
 EW0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0015
 EW0015  HISTORY     - Date     Condition        Report By
 EW0015  HISTORY     - 1968     MONUMENTED       CA-037
 EW0015
 EW0015                          STATION DESCRIPTION
 EW0015
 EW0015'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0015'4.3 MI SE FROM PALMDALE.
 EW0015'PEARBLOSSOM HWY, ABOUT 2.95 MI EASTERLY OF SIERRA HWY, ABOUT
 EW0015'4.50 FT WESTERLY OF 42ND STREET E, 27.0 FT NORTHWESTERLY OF
 EW0015'TELEPHONE POLE NO. 697521H, 24.0 FT SOUTHEASTERLY OF THE
 EW0015'CENTER LINE OF PEARBLOSSOM HWY, IN THE SOUTHERLY CONCRETE
 EW0015'HEADWALL OF A BOX CULVERT AT HIGHWAY STATION 2.95.  SET IN THE
 EW0015'TOP OF THE SOUTHERLY CONCRETE HEADWALL OF CULVERT, 0.7 FOOT
 EW0015'SOUTHWESTERLY OF THE NORTHEASTERLY END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0009 ***********************************************************************
 EW0009  DESIGNATION -  125 9 LA CO
 EW0009  PID         -  EW0009
 EW0009  STATE/COUNTY-  CA/LOS ANGELES
 EW0009  USGS QUAD   -  PALMDALE (1974)
 EW0009
 EW0009                         *CURRENT SURVEY CONTROL
 EW0009  ___________________________________________________________________
 EW0009* NAD 83(1986)-  34 32 33.     (N)    118 02 43.     (W)     SCALED    
 EW0009* NAVD 88     -       843.26   (+/-2cm)    2766.6    (feet)  VERTCON   
 EW0009  ___________________________________________________________________
 EW0009  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0009  VERT ORDER  -  THIRD (See Below)
 EW0009
 EW0009.The horizontal coordinates were scaled from a topographic map and have
 EW0009.an estimated accuracy of +/- 6 seconds.
 EW0009
 EW0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0009.The vertical order pertains to the NGVD 29 superseded value.
 EW0009
 EW0009.The geoid height was determined by GEOID03.
 EW0009
 EW0009;                    North         East    Units  Estimated Accuracy
 EW0009;SPC CA 5     -   615,640.    1,995,840.      MT  (+/- 180 meters Scaled)
 EW0009
 EW0009                          SUPERSEDED SURVEY CONTROL
 EW0009
 EW0009  NGVD 29 (??/??/??)  842.39   (m)         2763.7    (f) RESET       3  
 EW0009
 EW0009.Superseded values are not recommended for survey control.
 EW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0009.See file dsdata.txt to determine how the superseded data were derived.
 EW0009
 EW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU040228(NAD 83)
 EW0009_MARKER: Z = SEE DESCRIPTION
 EW0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0009_SP_SET: CULVERT
 EW0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0009
 EW0009  HISTORY     - Date     Condition        Report By
 EW0009  HISTORY     - 1968     MONUMENTED       CA-037
 EW0009
 EW0009                          STATION DESCRIPTION
 EW0009
 EW0009'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0009'4.8 MI SE FROM PALMDALE.
 EW0009'BM 125-9 1968 5869
 EW0009'PEARBLOSSOM HWY AND 47TH ST E, ABOUT 3.5 MI EASTERLY OF SIERRA
 EW0009'HWY, 63.8 FT S AND 29.8 FT W OF THE APPROXIMATE CENTER LINE
 EW0009'INTERSECTION, 3.4 FT SOUTHEASTERLY OF POWER POLE NO. 1165608E,
 EW0009'IN CONCRETE HEADWALL OF CULVERT AT HIGHWAY STATION 3.53.  SET
 EW0009'IN THE TOP OF SOUTHERLY CONCRETE HEADWALL OF CULVERT, 0.9
 EW0009'FOOT E OF THE W END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0885 ***********************************************************************
 GU0885  DESIGNATION -  125.19 L
 GU0885  PID         -  GU0885
 GU0885  STATE/COUNTY-  CA/FRESNO
 GU0885  USGS QUAD   -  LEVIS (1984)
 GU0885
 GU0885                         *CURRENT SURVEY CONTROL
 GU0885  ___________________________________________________________________
 GU0885* NAD 83(1986)-  36 32 14.     (N)    120 23 24.     (W)     SCALED    
 GU0885* NAVD 88     -       100.75   (+/-2cm)     330.5    (feet)  VERTCON   
 GU0885  ___________________________________________________________________
 GU0885  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU0885  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0885
 GU0885.The horizontal coordinates were scaled from a topographic map and have
 GU0885.an estimated accuracy of +/- 6 seconds.
 GU0885
 GU0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0885.The vertical order pertains to the NGVD 29 superseded value.
 GU0885
 GU0885.The geoid height was determined by GEOID03.
 GU0885
 GU0885;                    North         East    Units  Estimated Accuracy
 GU0885;SPC CA 4     -   634,490.    1,875,540.      MT  (+/- 180 meters Scaled)
 GU0885
 GU0885                          SUPERSEDED SURVEY CONTROL
 GU0885
 GU0885  NGVD 29 (??/??/92)   99.914  (m)          327.80   (f) ADJ UNCH    1 1
 GU0885
 GU0885.Superseded values are not recommended for survey control.
 GU0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0885.See file dsdata.txt to determine how the superseded data were derived.
 GU0885
 GU0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF336467(NAD 83)
 GU0885_MARKER: DB = BENCH MARK DISK
 GU0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0885_SP_SET: AQUEDUCT LINING
 GU0885_STAMPING: 125.19 L SG 544
 GU0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0885
 GU0885  HISTORY     - Date     Condition        Report By
 GU0885  HISTORY     - UNK      MONUMENTED       BOR
 GU0885  HISTORY     - 1969     GOOD             NGS
 GU0885  HISTORY     - 1975     GOOD             NGS
 GU0885  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU0885
 GU0885                          STATION DESCRIPTION
 GU0885
 GU0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0885'38.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0885'38.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0885'AMIGOS PUMP PLANT, 0.1 MILE NORTHWEST ALONG THE NORTHEAST LEVEE
 GU0885'ROAD FROM STATE HIGHWAY BRIDGE OVER THE AQUEDUCT, IN R14E T16S,
 GU0885'SECTION 13, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 GU0885'AQUEDUCT, 166 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER,
 GU0885'1.0 FOOT SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET LOWER
 GU0885'THAN THE LEVEE ROAD.
 GU0885
 GU0885                          STATION RECOVERY (1975)
 GU0885
 GU0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0885'RECOVERED IN GOOD CONDITION.
 GU0885
 GU0885                          STATION RECOVERY (1988)
 GU0885
 GU0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0884 ***********************************************************************
 GU0884  HT_MOD      -  This is a Height Modernization Survey Station.
 GU0884  DESIGNATION -  125.31 L
 GU0884  PID         -  GU0884
 GU0884  STATE/COUNTY-  CA/FRESNO
 GU0884  USGS QUAD   -  LEVIS (1984)
 GU0884
 GU0884                         *CURRENT SURVEY CONTROL
 GU0884  ___________________________________________________________________
 GU0884* NAD 83(2007)-  36 32 12.26838(N)    120 23 20.60927(W)     ADJUSTED  
 GU0884* NAVD 88     -       102.54   (meters)     336.4    (feet)  GPS OBS   
 GU0884  ___________________________________________________________________
 GU0884  EPOCH DATE  -        2007.00
 GU0884  X           -  -2,595,523.562 (meters)                     COMP
 GU0884  Y           -  -4,425,899.123 (meters)                     COMP
 GU0884  Z           -   3,776,252.255 (meters)                     COMP
 GU0884  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 GU0884  ELLIP HEIGHT-          68.972 (meters)          (02/10/07) ADJUSTED
 GU0884  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU0884
 GU0884  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU0884  Type    PID    Designation                      North   East  Ellip
 GU0884  -------------------------------------------------------------------
 GU0884  NETWORK GU0884 125.31 L                          1.65   1.84   3.78
 GU0884  -------------------------------------------------------------------
 GU0884
 GU0884.The horizontal coordinates were established by GPS observations
 GU0884.and adjusted by the National Geodetic Survey in February 2007.
 GU0884
 GU0884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU0884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU0884.The horizontal coordinates are valid at the epoch date displayed above.
 GU0884.The epoch date for horizontal control is a decimal equivalence
 GU0884.of Year/Month/Day.
 GU0884
 GU0884.The orthometric height was determined by GPS observations and a
 GU0884.high-resolution geoid model.
 GU0884.The orthometric height was determined by GPS observations and a
 GU0884.high-resolution geoid model using precise GPS observation and
 GU0884.processing techniques. It supersedes the leveled height previously
 GU0884.determined for this station.
 GU0884
 GU0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU0884
 GU0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU0884
 GU0884.The ellipsoidal height was determined by GPS observations
 GU0884.and is referenced to NAD 83.
 GU0884
 GU0884.The geoid height was determined by GEOID03.
 GU0884
 GU0884;                    North         East     Units Scale Factor Converg.
 GU0884;SPC CA 4     -   634,431.124 1,875,623.129   MT  0.99994197   -0 49 43.3
 GU0884;SPC CA 4     - 2,081,462.78  6,153,606.88   sFT  0.99994197   -0 49 43.3
 GU0884;UTM  10      - 4,046,655.399   733,736.832   MT  1.00027315   +1 33 18.4
 GU0884
 GU0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU0884!SPC CA 4     -   0.99998918  x   0.99994197  =   0.99993115
 GU0884!UTM  10      -   0.99998918  x   1.00027315  =   1.00026232
 GU0884
 GU0884                          SUPERSEDED SURVEY CONTROL
 GU0884
 GU0884  NAD 83(1998)-  36 32 12.26731(N)    120 23 20.60893(W) AD(2004.50) B
 GU0884  ELLIP H (06/30/05)   68.986  (m)                       GP(       ) 4 1
 GU0884  NAVD 88 (06/15/91)  102.808  (m)          337.30   (f) ADJUSTED    1 1
 GU0884  NGVD 29 (??/??/92)  101.974  (m)          334.56   (f) ADJ UNCH    1 1
 GU0884
 GU0884.Superseded values are not recommended for survey control.
 GU0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0884.See file dsdata.txt to determine how the superseded data were derived.
 GU0884
 GU0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3373746655(NAD 83)
 GU0884_MARKER: DB = BENCH MARK DISK
 GU0884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0884_SP_SET: ABUTMENT
 GU0884_STAMPING: 125.31 L
 GU0884_MARK LOGO: BOR   
 GU0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0884+STABILITY: SURFACE MOTION
 GU0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0884+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 GU0884
 GU0884  HISTORY     - Date     Condition        Report By
 GU0884  HISTORY     - UNK      MONUMENTED       BOR
 GU0884  HISTORY     - 1967     GOOD             NGS
 GU0884  HISTORY     - 1975     GOOD             NGS
 GU0884  HISTORY     - 19881207 GOOD             NGS
 GU0884  HISTORY     - 20040901 GOOD             CSRC
 GU0884
 GU0884                          STATION DESCRIPTION
 GU0884
 GU0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0884'38.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0884'38.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0884'AMIGOS PUMP PLANT, IN THE TOP OF THE WEST CONCRETE CURB OF STATE
 GU0884'HIGHWAY 33 BRIDGE OVER THE AQUEDUCT, 15 FEET WEST OF THE CENTER
 GU0884'LINE OF THE HIGHWAY, 12.0 FEET SOUTH OF THE NORTH END OF THE
 GU0884'CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 GU0884
 GU0884                          STATION RECOVERY (1975)
 GU0884
 GU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0884'RECOVERED IN GOOD CONDITION.
 GU0884
 GU0884                          STATION RECOVERY (1988)
 GU0884
 GU0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0884'RECOVERED IN GOOD CONDITION.
 GU0884
 GU0884                          STATION RECOVERY (2004)
 GU0884
 GU0884'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 GU0884'THE STATION IS ABOUT 14.5 MI SOUTH OF MENDOTA. TO REACH FROM THE
 GU0884'JUNCTION OF I-5 AND HWY 33 NORTH, GO NORTH ON HWY 33 APPROXIMATELY
 GU0884'11.4 KM (7.1 MILES) TO BRIDGE NO. 42-272 CROSSING THE CALIFORNIA
 GU0884'AQUEDUCT AND THE STATION  ON THE LEFT. TO REACH FROM THE JUNCTION OF
 GU0884'I-5 AND KAMM AVE. GO EAST ON KAMM AVE.  9.0 KM (5.6 MILES) TO A T
 GU0884'INTERSECTION WITH HWY 33. TURN LEFT AND GO NORTH ON HWY 33 FOR  0.30
 GU0884'KM (0.2 MILE) TO BRIDGE NO. 42-272 CROSSING THE CALIFORNIA AQUEDUCT
 GU0884'AND THE STATION ON  THE LEFT. THIS STATION WAS OBSERVED AS PART OF THE
 GU0884'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0883 ***********************************************************************
 GU0883  DESIGNATION -  125.31 R
 GU0883  PID         -  GU0883
 GU0883  STATE/COUNTY-  CA/FRESNO
 GU0883  USGS QUAD   -  LEVIS (1984)
 GU0883
 GU0883                         *CURRENT SURVEY CONTROL
 GU0883  ___________________________________________________________________
 GU0883* NAD 83(1986)-  36 32 07.     (N)    120 23 19.     (W)     SCALED    
 GU0883* NAVD 88     -       103.462  (meters)     339.44   (feet)  ADJUSTED  
 GU0883  ___________________________________________________________________
 GU0883  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GU0883  DYNAMIC HT  -         103.373 (meters)     339.15  (feet)  COMP
 GU0883  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 GU0883
 GU0883  VERT ORDER  -  FIRST     CLASS II
 GU0883
 GU0883.The horizontal coordinates were scaled from a topographic map and have
 GU0883.an estimated accuracy of +/- 6 seconds.
 GU0883
 GU0883.The orthometric height was determined by differential leveling
 GU0883.and adjusted in June 1991.
 GU0883
 GU0883.The geoid height was determined by GEOID03.
 GU0883
 GU0883.The dynamic height is computed by dividing the NAVD 88
 GU0883.geopotential number by the normal gravity value computed on the
 GU0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0883.degrees latitude (g = 980.6199 gals.).
 GU0883
 GU0883.The modeled gravity was interpolated from observed gravity values.
 GU0883
 GU0883;                    North         East    Units  Estimated Accuracy
 GU0883;SPC CA 4     -   634,270.    1,875,660.      MT  (+/- 180 meters Scaled)
 GU0883
 GU0883                          SUPERSEDED SURVEY CONTROL
 GU0883
 GU0883  NGVD 29 (??/??/92)  102.664  (m)          336.82   (f) ADJ UNCH    1 2
 GU0883
 GU0883.Superseded values are not recommended for survey control.
 GU0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0883.See file dsdata.txt to determine how the superseded data were derived.
 GU0883
 GU0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF337464(NAD 83)
 GU0883_MARKER: DD = SURVEY DISK
 GU0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU0883_SP_SET: ABUTMENT
 GU0883_STAMPING: 125.31 R
 GU0883_MARK LOGO: BOR   
 GU0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0883+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1988
 GU0883
 GU0883  HISTORY     - Date     Condition        Report By
 GU0883  HISTORY     - UNK      MONUMENTED       BOR
 GU0883  HISTORY     - 1975     GOOD             NGS
 GU0883  HISTORY     - 19881207 GOOD             NGS
 GU0883
 GU0883                          STATION DESCRIPTION
 GU0883
 GU0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0883'38.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0883'38.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0883'AMGIOS PUMP PLANT, IN THE TOP AND 16.4 FEET NORTH OF THE SOUTH
 GU0883'END OF THE EAST CONCRETE CURB OF STATE HIGHWAY 33 (DERRICK
 GU0883'AVENUE) BRIDGE 125.31 OVER THE AQUEDUCT, 14 1/2 FEET EAST OF THE
 GU0883'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 GU0883'HIGHWAY.
 GU0883
 GU0883                          STATION RECOVERY (1988)
 GU0883
 GU0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0880 ***********************************************************************
 GU0880  DESIGNATION -  125.81 L
 GU0880  PID         -  GU0880
 GU0880  STATE/COUNTY-  CA/FRESNO
 GU0880  USGS QUAD   -  LEVIS (1984)
 GU0880
 GU0880                         *CURRENT SURVEY CONTROL
 GU0880  ___________________________________________________________________
 GU0880* NAD 83(1986)-  36 31 48.     (N)    120 22 47.     (W)     SCALED    
 GU0880* NAVD 88     -       101.67   (+/-2cm)     333.6    (feet)  VERTCON   
 GU0880  ___________________________________________________________________
 GU0880  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU0880  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0880
 GU0880.The horizontal coordinates were scaled from a topographic map and have
 GU0880.an estimated accuracy of +/- 6 seconds.
 GU0880
 GU0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0880.The vertical order pertains to the NGVD 29 superseded value.
 GU0880
 GU0880.The geoid height was determined by GEOID03.
 GU0880
 GU0880;                    North         East    Units  Estimated Accuracy
 GU0880;SPC CA 4     -   633,670.    1,876,450.      MT  (+/- 180 meters Scaled)
 GU0880
 GU0880                          SUPERSEDED SURVEY CONTROL
 GU0880
 GU0880  NGVD 29 (??/??/92)  100.830  (m)          330.81   (f) ADJ UNCH    1 1
 GU0880
 GU0880.Superseded values are not recommended for survey control.
 GU0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0880.See file dsdata.txt to determine how the superseded data were derived.
 GU0880
 GU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF345459(NAD 83)
 GU0880_MARKER: DD = SURVEY DISK
 GU0880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0880_SP_SET: HEADWALL
 GU0880_STAMPING: 125.81 L
 GU0880_MARK LOGO: BOR   
 GU0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0880+STABILITY: SURFACE MOTION
 GU0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0880+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1988
 GU0880
 GU0880  HISTORY     - Date     Condition        Report By
 GU0880  HISTORY     - UNK      MONUMENTED       BOR
 GU0880  HISTORY     - 1971     GOOD             NGS
 GU0880  HISTORY     - 1975     GOOD             NGS
 GU0880  HISTORY     - 19881207 GOOD             NGS
 GU0880
 GU0880                          STATION DESCRIPTION
 GU0880
 GU0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GU0880'39.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0880'39.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0880'AMIGOS PUMP PLANT, 0.5 MILE SOUTHEAST OF THE CROSSING OF STATE
 GU0880'HIGHWAY 33 (DERRICK AVENUE) BRIDGE, 0.1 MILE NORTHWEST OF THE
 GU0880'CROSSING OF KAMM AVENUE BRIDGE, IN THE TOP AND 0.9 FOOT
 GU0880'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE HEAD WALL OF IRON
 GU0880'PIPE OVERCHUTE 125.81, 16 1/2 FEET SOUTHWEST OF THE NORTHEAST
 GU0880'LEVEE ROAD (CENTER LINE), AND ABOUT LEVEL WITH THE ROAD.
 GU0880
 GU0880                          STATION RECOVERY (1975)
 GU0880
 GU0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0880'RECOVERED IN GOOD CONDITION.
 GU0880
 GU0880                          STATION RECOVERY (1988)
 GU0880
 GU0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0879 ***********************************************************************
 GU0879  DESIGNATION -  125.91 L
 GU0879  PID         -  GU0879
 GU0879  STATE/COUNTY-  CA/FRESNO
 GU0879  USGS QUAD   -  LEVIS (1984)
 GU0879
 GU0879                         *CURRENT SURVEY CONTROL
 GU0879  ___________________________________________________________________
 GU0879* NAD 83(1986)-  36 31 45.     (N)    120 22 42.     (W)     SCALED    
 GU0879* NAVD 88     -       102.707  (meters)     336.96   (feet)  ADJUSTED  
 GU0879  ___________________________________________________________________
 GU0879  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU0879  DYNAMIC HT  -         102.619 (meters)     336.68  (feet)  COMP
 GU0879  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 GU0879
 GU0879  VERT ORDER  -  FIRST     CLASS II
 GU0879
 GU0879.The horizontal coordinates were scaled from a topographic map and have
 GU0879.an estimated accuracy of +/- 6 seconds.
 GU0879
 GU0879.The orthometric height was determined by differential leveling
 GU0879.and adjusted in June 1991.
 GU0879
 GU0879.The geoid height was determined by GEOID03.
 GU0879
 GU0879.The dynamic height is computed by dividing the NAVD 88
 GU0879.geopotential number by the normal gravity value computed on the
 GU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0879.degrees latitude (g = 980.6199 gals.).
 GU0879
 GU0879.The modeled gravity was interpolated from observed gravity values.
 GU0879
 GU0879;                    North         East    Units  Estimated Accuracy
 GU0879;SPC CA 4     -   633,580.    1,876,570.      MT  (+/- 180 meters Scaled)
 GU0879
 GU0879                          SUPERSEDED SURVEY CONTROL
 GU0879
 GU0879  NGVD 29 (??/??/92)  101.859  (m)          334.18   (f) ADJ UNCH    1 2
 GU0879
 GU0879.Superseded values are not recommended for survey control.
 GU0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0879.See file dsdata.txt to determine how the superseded data were derived.
 GU0879
 GU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF347458(NAD 83)
 GU0879_MARKER: DD = SURVEY DISK
 GU0879_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0879_SP_SET: WINGWALL
 GU0879_STAMPING: 125.91 L 15-17 BB
 GU0879_MARK LOGO: BOR   
 GU0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0879+STABILITY: SURFACE MOTION
 GU0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0879+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1988
 GU0879
 GU0879  HISTORY     - Date     Condition        Report By
 GU0879  HISTORY     - UNK      MONUMENTED       BOR
 GU0879  HISTORY     - 1969     GOOD             NGS
 GU0879  HISTORY     - 1975     GOOD             NGS
 GU0879  HISTORY     - 19881207 GOOD             NGS
 GU0879
 GU0879                          STATION DESCRIPTION
 GU0879
 GU0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0879'39.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0879'39.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0879'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 19, IN THE TOP AND 0.5
 GU0879'FOOT WEST OF THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF
 GU0879'KAMM AVENUE BRIDGE OVER THE AQUEDUCT, 12 FEET SOUTHWEST OF THE
 GU0879'CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT 1/2 FOOT
 GU0879'HIGHER THAN THE ROAD.
 GU0879
 GU0879                          STATION RECOVERY (1975)
 GU0879
 GU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0879'RECOVERED IN GOOD CONDITION.
 GU0879
 GU0879                          STATION RECOVERY (1988)
 GU0879
 GU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0517 ***********************************************************************
 DB0517  DESIGNATION -  125.995 BOR
 DB0517  PID         -  DB0517
 DB0517  STATE/COUNTY-  CA/IMPERIAL
 DB0517  USGS QUAD   -  GLAMIS SE (1954)
 DB0517
 DB0517                         *CURRENT SURVEY CONTROL
 DB0517  ___________________________________________________________________
 DB0517* NAD 83(1986)-  32 49 08.     (N)    115 04 44.     (W)     SCALED    
 DB0517* NAVD 88     -        39.087  (meters)     128.24   (feet)  READJUSTED
 DB0517  ___________________________________________________________________
 DB0517  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DB0517  DYNAMIC HT  -          39.040 (meters)     128.08  (feet)  COMP
 DB0517  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DB0517
 DB0517  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0517
 DB0517.The horizontal coordinates were scaled from a topographic map and have
 DB0517.an estimated accuracy of +/- 6 seconds.
 DB0517
 DB0517.The orthometric height was determined by differential leveling
 DB0517.and adjusted in January 1995.
 DB0517.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0517.distribution rate of 1.1 thru 2.0 mm/km.
 DB0517.The height was derived from older observations constrained to new
 DB0517.heights in a crustal motion area.  The height is approximate in
 DB0517.relation to other heights in its vicinity.
 DB0517
 DB0517.The geoid height was determined by GEOID03.
 DB0517
 DB0517.The dynamic height is computed by dividing the NAVD 88
 DB0517.geopotential number by the normal gravity value computed on the
 DB0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0517.degrees latitude (g = 980.6199 gals.).
 DB0517
 DB0517.The modeled gravity was interpolated from observed gravity values.
 DB0517
 DB0517;                    North         East    Units  Estimated Accuracy
 DB0517;SPC CA 6     -   572,950.    2,109,660.      MT  (+/- 180 meters Scaled)
 DB0517
 DB0517                          SUPERSEDED SURVEY CONTROL
 DB0517
 DB0517  NGVD 29 (??/??/??)   38.368  (m)          125.88   (f) ADJUSTED    2 1
 DB0517
 DB0517.Superseded values are not recommended for survey control.
 DB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0517.See file dsdata.txt to determine how the superseded data were derived.
 DB0517
 DB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS798328(NAD 83)
 DB0517_MARKER: DD = SURVEY DISK
 DB0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0517_STAMPING: 125.995
 DB0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0517+STABILITY: SURFACE MOTION
 DB0517
 DB0517  HISTORY     - Date     Condition        Report By
 DB0517  HISTORY     - UNK      MONUMENTED       BOR
 DB0517  HISTORY     - 1971     GOOD             NGS
 DB0517  HISTORY     - 1974     GOOD
 DB0517  HISTORY     - 1977     GOOD
 DB0517  HISTORY     - 1980     GOOD             BOR
 DB0517
 DB0517                          STATION DESCRIPTION
 DB0517
 DB0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0517'16 MI E FROM HOLTVILLE.
 DB0517'FROM THE INTERSECTION OF U.S. 80 AND HOLT RD. IN HOLTVILLE,
 DB0517'PROCEED ON U.S. 80 E. APPROXIMATELY 27 MILES TO WHERE IT CRSSES
 DB0517'THE ALL AMERICAN CANAL, FOLLOW THE N. CANAL BANK N.E. 1/2 MILE
 DB0517'TO THE BEGINNING OF THE COCHELLA CANAL, FOLLOW THE W. CANAL BANK
 DB0517'OF THE COCHELLA CANAL N. APPROXIMATELY 11.4 MILES.  THE BENCH
 DB0517'MARK IS AT THE TOE OF THE W. SPOILS BANK OF THE CANAL, AND IS
 DB0517'SET ON TOP OF CONCRETE CYLINDER WHICH PROJECTS APPROXIMATELY
 DB0517'0.3 FT. ABOVE THE GROUND.  SECTION 26, T 15 S., R 18 E.
 DB0517
 DB0517                          STATION RECOVERY (1974)
 DB0517
 DB0517'RECOVERED 1974
 DB0517'RECOVERED IN GOOD CONDITION.
 DB0517
 DB0517                          STATION RECOVERY (1977)
 DB0517
 DB0517'RECOVERED 1977
 DB0517'RECOVERED IN GOOD CONDITION.
 DB0517
 DB0517                          STATION RECOVERY (1980)
 DB0517
 DB0517'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1548 ***********************************************************************
 DX1548  DESIGNATION -  1254 RESET
 DX1548  PID         -  DX1548
 DX1548  STATE/COUNTY-  CA/RIVERSIDE
 DX1548  USGS QUAD   -  WILDOMAR (1988)
 DX1548
 DX1548                         *CURRENT SURVEY CONTROL
 DX1548  ___________________________________________________________________
 DX1548* NAD 83(1986)-  33 36 10.     (N)    117 16 21.     (W)     SCALED    
 DX1548* NAVD 88     -       383.43   (+/-2cm)    1258.0    (feet)  VERTCON   
 DX1548  ___________________________________________________________________
 DX1548  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DX1548  VERT ORDER  -  THIRD (See Below)
 DX1548
 DX1548.The horizontal coordinates were scaled from a topographic map and have
 DX1548.an estimated accuracy of +/- 6 seconds.
 DX1548
 DX1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1548.The vertical order pertains to the NGVD 29 superseded value.
 DX1548
 DX1548.The geoid height was determined by GEOID03.
 DX1548
 DX1548;                    North         East    Units  Estimated Accuracy
 DX1548;SPC CA 6     -   659,740.    1,905,100.      MT  (+/- 180 meters Scaled)
 DX1548
 DX1548                          SUPERSEDED SURVEY CONTROL
 DX1548
 DX1548  NGVD 29 (??/??/??)  382.68   (m)         1255.5    (f) RESET       3  
 DX1548
 DX1548.Superseded values are not recommended for survey control.
 DX1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1548.See file dsdata.txt to determine how the superseded data were derived.
 DX1548
 DX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT747181(NAD 83)
 DX1548_MARKER: DB = BENCH MARK DISK
 DX1548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1548_SP_SET: BUILDING
 DX1548_STAMPING: 1254 USGS RESET 1958-RESET 1964
 DX1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX1548+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DX1548
 DX1548  HISTORY     - Date     Condition        Report By
 DX1548  HISTORY     - 1964     MONUMENTED       CGS
 DX1548  HISTORY     - 20080226 GOOD             INDIV
 DX1548
 DX1548                          STATION DESCRIPTION
 DX1548
 DX1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DX1548'AT WILDOMAR.
 DX1548'AT WILDOMAR, IN THE SOUTH WEST CORNER OF THE INTERSECTION OF
 DX1548'CENTRAL STREET AND PALAMAR STREET, 55 FEET SOUTH OF THE
 DX1548'CENTERLINE OF CENTRAL STREET, 79 FEET WEST OF THE CENTERLINE OF
 DX1548'PALAMAR STREET, 142 FEET NORTHEAST OF THE WILDOMAR SCHOOL AND
 DX1548'ABOUT 125 FEET SOUTH OF THE POST OFFICE.  A STANDARD DISK SET
 DX1548'IN DRILL HOLE IN THE BASE OF THE WILDOMAR SCHOOL BELL TOWER, 6
 DX1548'INCHES WEST OF THE NORTHWEST CORNER OF THE TOWER.
 DX1548
 DX1548                          STATION RECOVERY (2008)
 DX1548
 DX1548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JR)
 DX1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0728 ***********************************************************************
 HR0728  DESIGNATION -  1254+48.25
 HR0728  PID         -  HR0728
 HR0728  STATE/COUNTY-  CA/MARIPOSA
 HR0728  USGS QUAD   -  EL CAPITAN (1992)
 HR0728
 HR0728                         *CURRENT SURVEY CONTROL
 HR0728  ___________________________________________________________________
 HR0728* NAD 83(1986)-  37 42 06.     (N)    119 42 45.     (W)     SCALED    
 HR0728* NAVD 88     -      1515.25   (+/-2cm)    4971.3    (feet)  VERTCON   
 HR0728  ___________________________________________________________________
 HR0728  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 HR0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0728
 HR0728.The horizontal coordinates were scaled from a topographic map and have
 HR0728.an estimated accuracy of +/- 6 seconds.
 HR0728
 HR0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0728.The vertical order pertains to the NGVD 29 superseded value.
 HR0728
 HR0728.The geoid height was determined by GEOID03.
 HR0728
 HR0728;                    North         East    Units  Estimated Accuracy
 HR0728;SPC CA 3     -   633,650.    2,069,440.      MT  (+/- 180 meters Scaled)
 HR0728
 HR0728                          SUPERSEDED SURVEY CONTROL
 HR0728
 HR0728  NGVD 29 (??/??/92) 1514.211  (m)         4967.87   (f) ADJ UNCH    2 0
 HR0728
 HR0728.Superseded values are not recommended for survey control.
 HR0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0728.See file dsdata.txt to determine how the superseded data were derived.
 HR0728
 HR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB608761(NAD 83)
 HR0728_MARKER: DD = SURVEY DISK
 HR0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0728_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0728_STAMPING: 1254+48.25 5046.80 1932
 HR0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0728+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 HR0728
 HR0728  HISTORY     - Date     Condition        Report By
 HR0728  HISTORY     - 1932     MONUMENTED       BPR
 HR0728  HISTORY     - 1943     GOOD             NGS
 HR0728  HISTORY     - 20040326 GOOD             GEOCAC
 HR0728  HISTORY     - 20080627 GOOD             INDIV
 HR0728
 HR0728                          STATION DESCRIPTION
 HR0728
 HR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0728'8.5 MI SW FROM OLD VILLAGE.
 HR0728'8.5 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0728'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0728'NATIONAL PARK, 230 FEET SOUTH OF AN ELEVATION 5000 SIGN, 30 FEET
 HR0728'WEST OF THE CENTERLINE OF THE ROAD, AND 24 FEET NORTH OF A
 HR0728'GALVANIZED-IRON CULVERT.  A UNITED STATES BUREAU OF PUBLIC
 HR0728'ROADS STANDARD DISK, STAMPED 1254+48.25 5046.80 1932 AND FASTENED
 HR0728'ON THE TOP OF A 2-INCH GALVANIZED-IRON PIPE.
 HR0728
 HR0728                          STATION RECOVERY (2004)
 HR0728
 HR0728'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0728'RECOVERED IN GOOD CONDITION.
 HR0728
 HR0728                          STATION RECOVERY (2008)
 HR0728
 HR0728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 HR0728'10 MINUTE AVERAGE GPS POSITION IS N 37 42 05.47 LAT, W 119 42 44.89
 HR0728'LONG.  THE 5000 FT ELEVATION SIGN IS GONE.  LARGE ROCK OUTCROP ON EAST
 HR0728'SIDE OF ROAD.  THE GALVANIZED-IRON PIPE IS MOUNTED IN THE TOP SURFACE
 HR0728'OF A LARGE SLOPING ROCK EMBEDDED IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2187 ***********************************************************************
 DX2187  DESIGNATION -  126
 DX2187  PID         -  DX2187
 DX2187  STATE/COUNTY-  CA/ORANGE
 DX2187  USGS QUAD   -  ORANGE (1981)
 DX2187
 DX2187                         *CURRENT SURVEY CONTROL
 DX2187  ___________________________________________________________________
 DX2187* NAD 83(1986)-  33 45 00.     (N)    117 52 02.     (W)     SCALED    
 DX2187* NAVD 88     -        38.47   (+/-2cm)     126.2    (feet)  VERTCON   
 DX2187  ___________________________________________________________________
 DX2187  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX2187  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2187
 DX2187.The horizontal coordinates were scaled from a topographic map and have
 DX2187.an estimated accuracy of +/- 6 seconds.
 DX2187
 DX2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2187.The vertical order pertains to the NGVD 29 superseded value.
 DX2187
 DX2187.The geoid height was determined by GEOID03.
 DX2187
 DX2187;                    North         East    Units  Estimated Accuracy
 DX2187;SPC CA 6     -   676,760.    1,850,170.      MT  (+/- 180 meters Scaled)
 DX2187
 DX2187                          SUPERSEDED SURVEY CONTROL
 DX2187
 DX2187  NGVD 29 (??/??/??)   37.756  (m)          123.87   (f) ADJUSTED    1 2
 DX2187
 DX2187.Superseded values are not recommended for survey control.
 DX2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2187.See file dsdata.txt to determine how the superseded data were derived.
 DX2187
 DX2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196347(NAD 83)
 DX2187_MARKER: DD = SURVEY DISK
 DX2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2187+STABILITY: SURFACE MOTION
 DX2187
 DX2187  HISTORY     - Date     Condition        Report By
 DX2187  HISTORY     - UNK      MONUMENTED       CA3420
 DX2187  HISTORY     - 1955     GOOD             NGS
 DX2187  HISTORY     - 1969     GOOD             CA-059
 DX2187  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2187  HISTORY     - 20061104 MARK NOT FOUND   GEOCAC
 DX2187
 DX2187                          STATION DESCRIPTION
 DX2187
 DX2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX2187'AT SANTA ANA.
 DX2187'AT SANTA ANA, CA-059       , AT THE INTERSECTION OF THE CENTERLINES
 DX2187'OF NORTH MAIN AND SEVENTH STREETS.  A CITY OF SANTA ANA STANDARD
 DX2187'DISK, SET IN CONCRETE ABOUT 2 FEET BELOW THE SURFACE OF THE
 DX2187'PAVEMENT, ACCESS TO WHICH IS HAD THROUGH A 6-INCH TILE WITH A
 DX2187'METAL COVER.
 DX2187
 DX2187                          STATION RECOVERY (1969)
 DX2187
 DX2187'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX2187'RECOVERED IN GOOD CONDITION.
 DX2187
 DX2187                          STATION RECOVERY (1977)
 DX2187
 DX2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2187'ACCESS PLATE WAS VISIBLE FROM STREET CURB, INVESTIGATION WAS NOT
 DX2187'MADE UNDER THE COVER IN THE INTEREST OF SAFETY.
 DX2187
 DX2187                          STATION RECOVERY (2006)
 DX2187
 DX2187'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2187'ACCESS PLATE WAS VISIBLE FROM STREET CURB, CROSSWALKS, AND A PICTURE
 DX2187'OF IT WAS TAKEN.  INVESTIGATION WAS NOT MADE UNDER THE COVER IN THE
 DX2187'INTEREST OF SAFETY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0473 ***********************************************************************
 FU0473  DESIGNATION -  126 C
 FU0473  PID         -  FU0473
 FU0473  STATE/COUNTY-  CA/KERN
 FU0473  USGS QUAD   -  MOJAVE (1992)
 FU0473
 FU0473                         *CURRENT SURVEY CONTROL
 FU0473  ___________________________________________________________________
 FU0473* NAD 83(1986)-  35 02 56.     (N)    118 10 16.     (W)     SCALED    
 FU0473* NAVD 88     -       835.780  (meters)    2742.05   (feet)  ADJUSTED  
 FU0473  ___________________________________________________________________
 FU0473  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FU0473  DYNAMIC HT  -         834.821 (meters)    2738.91  (feet)  COMP
 FU0473  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 FU0473
 FU0473  VERT ORDER  -  FIRST     CLASS II
 FU0473
 FU0473.The horizontal coordinates were scaled from a topographic map and have
 FU0473.an estimated accuracy of +/- 6 seconds.
 FU0473
 FU0473.The orthometric height was determined by differential leveling
 FU0473.and adjusted in June 1991.
 FU0473
 FU0473.The geoid height was determined by GEOID03.
 FU0473
 FU0473.The dynamic height is computed by dividing the NAVD 88
 FU0473.geopotential number by the normal gravity value computed on the
 FU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0473.degrees latitude (g = 980.6199 gals.).
 FU0473
 FU0473.The modeled gravity was interpolated from observed gravity values.
 FU0473
 FU0473;                    North         East    Units  Estimated Accuracy
 FU0473;SPC CA 5     -   671,830.    1,984,390.      MT  (+/- 180 meters Scaled)
 FU0473
 FU0473                          SUPERSEDED SURVEY CONTROL
 FU0473
 FU0473  NGVD 29 (??/??/??)  835.00   (m)         2739.5    (f) RESET       3  
 FU0473
 FU0473.Superseded values are not recommended for survey control.
 FU0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0473.See file dsdata.txt to determine how the superseded data were derived.
 FU0473
 FU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU931790(NAD 83)
 FU0473_MARKER: DD = SURVEY DISK
 FU0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0473_SP_SET: CURB
 FU0473_STAMPING: 126-C 2738.80
 FU0473_MARK LOGO: CADH  
 FU0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0473
 FU0473  HISTORY     - Date     Condition        Report By
 FU0473  HISTORY     - UNK      MONUMENTED       CADH
 FU0473  HISTORY     - 1965     GOOD             CGS
 FU0473  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0473
 FU0473                          STATION DESCRIPTION
 FU0473
 FU0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FU0473'AT MOJAVE.
 FU0473'AT MOJAVE, 0.35 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE
 FU0473'RAILROAD STATION AT MOJAVE, IN THE TOP OF THE NORTHWEST CORNER
 FU0473'OF THE CONCRETE CURB AROUND THE TRIANGLE FORMED BY THE JUNCTION
 FU0473'OF STATE HIGHWAY 58, 22.9 FEET EAST OF THE CENTER LINE HIGHWAY
 FU0473'14, 25.5 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH LEG OF
 FU0473'THE TRIANGLE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 FU0473
 FU0473                          STATION RECOVERY (2004)
 FU0473
 FU0473'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0473'NOT FOUND.  INTERSECTION EXPANDED SO MARK IS LIKELY GONE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0685 ***********************************************************************
 DY0685  DESIGNATION -  126 C OF LB
 DY0685  PID         -  DY0685
 DY0685  STATE/COUNTY-  CA/LOS ANGELES
 DY0685  USGS QUAD   -  LONG BEACH (1981)
 DY0685
 DY0685                         *CURRENT SURVEY CONTROL
 DY0685  ___________________________________________________________________
 DY0685* NAD 83(1986)-  33 50 48.     (N)    118 11 36.     (W)     SCALED    
 DY0685* NAVD 88     -        13.10   (+/-2cm)      43.0    (feet)  VERTCON   
 DY0685  ___________________________________________________________________
 DY0685  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0685  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0685
 DY0685.The horizontal coordinates were scaled from a topographic map and have
 DY0685.an estimated accuracy of +/- 6 seconds.
 DY0685
 DY0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0685.The vertical order pertains to the NGVD 29 superseded value.
 DY0685
 DY0685.The geoid height was determined by GEOID03.
 DY0685
 DY0685;                    North         East    Units  Estimated Accuracy
 DY0685;SPC CA 5     -   538,470.    1,982,110.      MT  (+/- 180 meters Scaled)
 DY0685
 DY0685                          SUPERSEDED SURVEY CONTROL
 DY0685
 DY0685  NGVD 29 (??/??/92)   12.354  (m)           40.53   (f) ADJ UNCH    1 2
 DY0685
 DY0685.Superseded values are not recommended for survey control.
 DY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0685.See file dsdata.txt to determine how the superseded data were derived.
 DY0685
 DY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT895457(NAD 83)
 DY0685_MARKER: DD = SURVEY DISK
 DY0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0685_STAMPING: 126 LBBM
 DY0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0685+STABILITY: SURFACE MOTION
 DY0685
 DY0685  HISTORY     - Date     Condition        Report By
 DY0685  HISTORY     - UNK      MONUMENTED       CA1970
 DY0685  HISTORY     - 1946     GOOD             NGS
 DY0685  HISTORY     - 1961     GOOD             NGS
 DY0685
 DY0685                          STATION DESCRIPTION
 DY0685
 DY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0685'AT LONG BEACH.
 DY0685'AT LONG BEACH, AT THE NORTHWEST CORNER OF INTERSECTION OF LONG
 DY0685'BEACH BOULEVARD AND DEL AMO STREET, 2.1 FEET WEST OF CURB OF
 DY0685'LONG BEACH BOULEVARD, 20.0 FEET NORTH OF BEGINNING OF THE CURB
 DY0685'RETURN, 17.5 FEET NORTH OF POWER POLE NO. 139044-E, 2.0 FEET
 DY0685'LOWER THAN THE SIDEWALK, ACCESS TO WHICH IS HAD THROUGH A 5
 DY0685'INCH IRON PIPE WITH A COVER MARKED LBBM.  A CITY OF LONG BEACH
 DY0685'STANDARD DISK, STAMPED 126 LB BM AND SET IN THE TOP OF A CONCRETE
 DY0685'POST.
 DY0685
 DY0685                          STATION RECOVERY (1961)
 DY0685
 DY0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1343 ***********************************************************************
 EW1343  DESIGNATION -  126 LAWD
 EW1343  PID         -  EW1343
 EW1343  STATE/COUNTY-  CA/LOS ANGELES
 EW1343  USGS QUAD   -  HOLLYWOOD (1994)
 EW1343
 EW1343                         *CURRENT SURVEY CONTROL
 EW1343  ___________________________________________________________________
 EW1343* NAD 83(1986)-  34 00 38.     (N)    118 21 49.     (W)     SCALED    
 EW1343* NAVD 88     -        79.66   (+/-2cm)     261.4    (feet)  VERTCON   
 EW1343  ___________________________________________________________________
 EW1343  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 EW1343  VERT ORDER  -  THIRD (See Below)
 EW1343
 EW1343.The horizontal coordinates were scaled from a topographic map and have
 EW1343.an estimated accuracy of +/- 6 seconds.
 EW1343
 EW1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1343.The vertical order pertains to the NGVD 29 superseded value.
 EW1343
 EW1343.The geoid height was determined by GEOID03.
 EW1343
 EW1343;                    North         East    Units  Estimated Accuracy
 EW1343;SPC CA 5     -   556,700.    1,966,410.      MT  (+/- 180 meters Scaled)
 EW1343
 EW1343                          SUPERSEDED SURVEY CONTROL
 EW1343
 EW1343  NGVD 29 (??/??/??)   78.90   (m)          258.9    (f) RESET       3  
 EW1343
 EW1343.Superseded values are not recommended for survey control.
 EW1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1343.See file dsdata.txt to determine how the superseded data were derived.
 EW1343
 EW1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740641(NAD 83)
 EW1343_MARKER: Z = SEE DESCRIPTION
 EW1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1343_SP_SET: RISER
 EW1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1343
 EW1343  HISTORY     - Date     Condition        Report By
 EW1343  HISTORY     - UNK      MONUMENTED       CA1980
 EW1343  HISTORY     - 1964     GOOD             NGS
 EW1343
 EW1343                          STATION DESCRIPTION
 EW1343
 EW1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1343'IN LOS ANGELES.
 EW1343'AT LOS ANGELES, AT BALDWIN HILLS, ON THE NORTH SIDE OF THE
 EW1343'BALDWIN HILLS RESERVOIR, IN THE TOP OF A 4-INCH RISER AT THE
 EW1343'BOTTOM OF MANHOLE A, NEAR THE APPROXIMATE CENTER OF A STEEL
 EW1343'LADDER, AND ABOUT 86 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1012 ***********************************************************************
 DY1012  DESIGNATION -  126.04 RESET 1946
 DY1012  PID         -  DY1012
 DY1012  STATE/COUNTY-  CA/LOS ANGELES
 DY1012  USGS QUAD   -  REDONDO BEACH (1981)
 DY1012
 DY1012                         *CURRENT SURVEY CONTROL
 DY1012  ___________________________________________________________________
 DY1012* NAD 83(1986)-  33 44 29.     (N)    118 24 38.     (W)     SCALED    
 DY1012* NAVD 88     -        37.76   (+/-2cm)     123.9    (feet)  VERTCON   
 DY1012  ___________________________________________________________________
 DY1012  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DY1012  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1012
 DY1012.The horizontal coordinates were scaled from a topographic map and have
 DY1012.an estimated accuracy of +/- 6 seconds.
 DY1012
 DY1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1012.The vertical order pertains to the NGVD 29 superseded value.
 DY1012
 DY1012.The geoid height was determined by GEOID03.
 DY1012
 DY1012;                    North         East    Units  Estimated Accuracy
 DY1012;SPC CA 5     -   526,860.    1,961,950.      MT  (+/- 180 meters Scaled)
 DY1012
 DY1012                          SUPERSEDED SURVEY CONTROL
 DY1012
 DY1012  NGVD 29 (??/??/92)   37.024  (m)          121.47   (f) ADJ UNCH    1 2
 DY1012
 DY1012.Superseded values are not recommended for survey control.
 DY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1012.See file dsdata.txt to determine how the superseded data were derived.
 DY1012
 DY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT693343(NAD 83)
 DY1012_MARKER: P = PIPE CAP
 DY1012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY1012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY1012_STAMPING: RESET 1946 SL14 SL13 K+K 1914 EL 126.04 200.85
 DY1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1012
 DY1012  HISTORY     - Date     Condition        Report By
 DY1012  HISTORY     - 1946     MONUMENTED       CGS
 DY1012  HISTORY     - 1960     MARK NOT FOUND   NGS
 DY1012
 DY1012                          STATION DESCRIPTION
 DY1012
 DY1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DY1012'7.4 MI W FROM SAN PEDRO.
 DY1012'7.4 MILES WEST ALONG 25TH STREET AND SOUTH PALOS VERDES DRIVE
 DY1012'FROM THE JUNCTION OF 25TH STREET AND GAFFEY STREET AT SAN PEDRO,
 DY1012'AT POINT VICENTE LIGHTHOUSE RESERVATION AT U.S. COAST GUARD
 DY1012'STATION, 127.4 FEET SOUTHWEST OF THE MOST SOUTHWESTERLY RADIO
 DY1012'TOWER, 72.4 FEET EAST OF THE WEST BOUNDARY WIRE FENCE OF THE
 DY1012'COAST GUARD STATION, 18.0 FEET NORTH OF THE EDGE OF THE CLIFF
 DY1012'OVERLOOKING THE OCEAN, 28.0 FEET SOUTHWEST OF TWIN CEDAR TREES,
 DY1012'PROJECTS 0.3 FOOT ABOVE IMMEDIATE GROUND LEVEL.  A 2-INCH BRASS
 DY1012'PIPE, STAMPED RESET 1946 SL 14 SL 13 K AND K 1914 AND FASTENED
 DY1012'ON THE TOP OF A 2-INCH IRON PIPE.
 DY1012
 DY1012                          STATION RECOVERY (1960)
 DY1012
 DY1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DY1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2850 ***********************************************************************
 GU2850  DESIGNATION -  126.65 L
 GU2850  PID         -  GU2850
 GU2850  STATE/COUNTY-  CA/FRESNO
 GU2850  USGS QUAD   -  CANTUA CREEK (1984)
 GU2850
 GU2850                         *CURRENT SURVEY CONTROL
 GU2850  ___________________________________________________________________
 GU2850* NAD 83(1986)-  36 31 22.     (N)    120 22 16.     (W)     SCALED    
 GU2850* NAVD 88     -       100.31   (+/-2cm)     329.1    (feet)  VERTCON   
 GU2850  ___________________________________________________________________
 GU2850  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU2850  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2850
 GU2850.The horizontal coordinates were scaled from a topographic map and have
 GU2850.an estimated accuracy of +/- 6 seconds.
 GU2850
 GU2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2850.The vertical order pertains to the NGVD 29 superseded value.
 GU2850
 GU2850.The geoid height was determined by GEOID03.
 GU2850
 GU2850;                    North         East    Units  Estimated Accuracy
 GU2850;SPC CA 4     -   632,860.    1,877,210.      MT  (+/- 180 meters Scaled)
 GU2850
 GU2850                          SUPERSEDED SURVEY CONTROL
 GU2850
 GU2850  NGVD 29 (??/??/92)   99.476  (m)          326.36   (f) ADJ UNCH    1 1
 GU2850
 GU2850.Superseded values are not recommended for survey control.
 GU2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2850.See file dsdata.txt to determine how the superseded data were derived.
 GU2850
 GU2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF353451(NAD 83)
 GU2850_MARKER: DD = SURVEY DISK
 GU2850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2850_SP_SET: TURNOUT STRUCTURE
 GU2850_STAMPING: 126.65 L
 GU2850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2850
 GU2850  HISTORY     - Date     Condition        Report By
 GU2850  HISTORY     - UNK      MONUMENTED       BOR
 GU2850  HISTORY     - 1967     GOOD             NGS
 GU2850  HISTORY     - 1975     GOOD             NGS
 GU2850  HISTORY     - 19881207 MARK NOT FOUND   NGS
 GU2850
 GU2850                          STATION DESCRIPTION
 GU2850
 GU2850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2850'40 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU2850'39.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU2850'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 19, IN THE TOP OF THE
 GU2850'CENTER OF A CONCRETE TURNOUT STRUCTURE ALONG THE NORTHEAST
 GU2850'LEVEE, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU2850'LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 GU2850'CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN
 GU2850'THE ROAD.
 GU2850
 GU2850                          STATION RECOVERY (1975)
 GU2850
 GU2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU2850'RECOVERED IN GOOD CONDITION.
 GU2850
 GU2850                          STATION RECOVERY (1988)
 GU2850
 GU2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4149 ***********************************************************************
 GU4149  DESIGNATION -  126.65 L RESET
 GU4149  PID         -  GU4149
 GU4149  STATE/COUNTY-  CA/FRESNO
 GU4149  USGS QUAD   -  CANTUA CREEK (1984)
 GU4149
 GU4149                         *CURRENT SURVEY CONTROL
 GU4149  ___________________________________________________________________
 GU4149* NAD 83(1986)-  36 31 26.     (N)    120 22 15.     (W)     SCALED    
 GU4149* NAVD 88     -       101.534  (meters)     333.12   (feet)  ADJUSTED  
 GU4149  ___________________________________________________________________
 GU4149  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU4149  DYNAMIC HT  -         101.447 (meters)     332.83  (feet)  COMP
 GU4149  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GU4149
 GU4149  VERT ORDER  -  FIRST     CLASS II
 GU4149
 GU4149.The horizontal coordinates were scaled from a topographic map and have
 GU4149.an estimated accuracy of +/- 6 seconds.
 GU4149
 GU4149.The orthometric height was determined by differential leveling
 GU4149.and adjusted in June 1991.
 GU4149
 GU4149.The geoid height was determined by GEOID03.
 GU4149
 GU4149.The dynamic height is computed by dividing the NAVD 88
 GU4149.geopotential number by the normal gravity value computed on the
 GU4149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4149.degrees latitude (g = 980.6199 gals.).
 GU4149
 GU4149.The modeled gravity was interpolated from observed gravity values.
 GU4149
 GU4149;                    North         East    Units  Estimated Accuracy
 GU4149;SPC CA 4     -   632,980.    1,877,240.      MT  (+/- 180 meters Scaled)
 GU4149
 GU4149                          SUPERSEDED SURVEY CONTROL
 GU4149
 GU4149.No superseded survey control is available for this station.
 GU4149
 GU4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF354452(NAD 83)
 GU4149_MARKER: DB = BENCH MARK DISK
 GU4149_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU4149+WITH SETTING: PAVEMENT
 GU4149_SP_SET: CONCRETE DECK
 GU4149_STAMPING: 126.65 L RESET 1984
 GU4149_MARK LOGO: BOR   
 GU4149_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4149+STABILITY: SURFACE MOTION
 GU4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4149+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1988
 GU4149
 GU4149  HISTORY     - Date     Condition        Report By
 GU4149  HISTORY     - 1984     MONUMENTED       BOR
 GU4149  HISTORY     - 19881207 GOOD             NGS
 GU4149
 GU4149                          STATION DESCRIPTION
 GU4149
 GU4149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 GU4149'64.3 KM (39.95 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM
 GU4149'THE DOS AMIGOS PUMP HOUSE, IN THE EAST CORNER OF THE CONCRETE DECK OF
 GU4149'A TURNOUT STRUCTURE, 18.5 M (60.7 FT) SOUTH OF THE NORTHWEST CORNER OF
 GU4149'A FENCE SURROUNDING A PUMP STATION, 3.7 M (12.1 FT) SOUTHWEST OF THE
 GU4149'CENTER OF THE NORTHWEST LEVEE ROAD, 2.3 M (7.5 FT) NORTHEAST OF THE
 GU4149'SOUTHWEST EDGE OF THE DECK, 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST
 GU4149'EDGE OF THE DECK, AND LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1534 ***********************************************************************
 HS1534  DESIGNATION -  126.87
 HS1534  PID         -  HS1534
 HS1534  STATE/COUNTY-  CA/MERCED
 HS1534  USGS QUAD   -  TURLOCK (1976)
 HS1534
 HS1534                         *CURRENT SURVEY CONTROL
 HS1534  ___________________________________________________________________
 HS1534* NAD 83(1986)-  37 24 54.     (N)    120 45 23.     (W)     SCALED    
 HS1534* NAVD 88     -        39.296  (meters)     128.92   (feet)  ADJUSTED  
 HS1534  ___________________________________________________________________
 HS1534  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HS1534  DYNAMIC HT  -          39.267 (meters)     128.83  (feet)  COMP
 HS1534  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 HS1534
 HS1534  VERT ORDER  -  FIRST     CLASS II
 HS1534
 HS1534.The horizontal coordinates were scaled from a topographic map and have
 HS1534.an estimated accuracy of +/- 6 seconds.
 HS1534
 HS1534.The orthometric height was determined by differential leveling
 HS1534.and adjusted in June 1991.
 HS1534
 HS1534.The geoid height was determined by GEOID03.
 HS1534
 HS1534.The dynamic height is computed by dividing the NAVD 88
 HS1534.geopotential number by the normal gravity value computed on the
 HS1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1534.degrees latitude (g = 980.6199 gals.).
 HS1534
 HS1534.The modeled gravity was interpolated from observed gravity values.
 HS1534
 HS1534;                    North         East    Units  Estimated Accuracy
 HS1534;SPC CA 3     -   601,580.    1,977,300.      MT  (+/- 180 meters Scaled)
 HS1534
 HS1534                          SUPERSEDED SURVEY CONTROL
 HS1534
 HS1534  NGVD 29 (??/??/92)   38.588  (m)          126.60   (f) ADJ UNCH    1 2
 HS1534
 HS1534.Superseded values are not recommended for survey control.
 HS1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1534.See file dsdata.txt to determine how the superseded data were derived.
 HS1534
 HS1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG985432(NAD 83)
 HS1534_MARKER: DD = SURVEY DISK
 HS1534_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS1534_SP_SET: CULVERT HEADWALL
 HS1534_STAMPING: 280.83 126.87 26.15
 HS1534_MARK LOGO: CADH  
 HS1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1534+STABILITY: SURFACE MOTION
 HS1534
 HS1534  HISTORY     - Date     Condition        Report By
 HS1534  HISTORY     - UNK      MONUMENTED       CADH
 HS1534  HISTORY     - 1958     GOOD             NGS
 HS1534  HISTORY     - 1988     GOOD             NGS
 HS1534  HISTORY     - 20020130 MARK NOT FOUND   CONDOR
 HS1534
 HS1534                          STATION DESCRIPTION
 HS1534
 HS1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1534'1.7 MI SE FROM DELHI.
 HS1534'1.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1534'FROM THE CROSSING OF EL CAPITAN WAY AT DELHI, ALONG U.S. HIGHWAY
 HS1534'99, AT CONCRETE BRIDGE 39-117 OVER THE HIGH LINE CANAL, IN THE
 HS1534'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB, 26 FEET
 HS1534'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE
 HS1534'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HS1534
 HS1534                          STATION RECOVERY (1988)
 HS1534
 HS1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1534'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 HS1534'ADD--ALSO 12.0 KM (7.45 MI) SOUTHEAST OF TURLOCK.
 HS1534
 HS1534                          STATION RECOVERY (2002)
 HS1534
 HS1534'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS)
 HS1534'NEW HWY BUILT ADJACENT TO OLD HWY- BRIDGE CURB DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2851 ***********************************************************************
 GU2851  DESIGNATION -  126.93 L
 GU2851  PID         -  GU2851
 GU2851  STATE/COUNTY-  CA/FRESNO
 GU2851  USGS QUAD   -  CANTUA CREEK (1984)
 GU2851
 GU2851                         *CURRENT SURVEY CONTROL
 GU2851  ___________________________________________________________________
 GU2851* NAD 83(1986)-  36 31 20.     (N)    120 22 02.     (W)     SCALED    
 GU2851* NAVD 88     -       100.27   (+/-2cm)     329.0    (feet)  VERTCON   
 GU2851  ___________________________________________________________________
 GU2851  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU2851  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2851
 GU2851.The horizontal coordinates were scaled from a topographic map and have
 GU2851.an estimated accuracy of +/- 6 seconds.
 GU2851
 GU2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2851.The vertical order pertains to the NGVD 29 superseded value.
 GU2851
 GU2851.The geoid height was determined by GEOID03.
 GU2851
 GU2851;                    North         East    Units  Estimated Accuracy
 GU2851;SPC CA 4     -   632,790.    1,877,560.      MT  (+/- 180 meters Scaled)
 GU2851
 GU2851                          SUPERSEDED SURVEY CONTROL
 GU2851
 GU2851  NGVD 29 (??/??/92)   99.434  (m)          326.23   (f) ADJ UNCH    1 1
 GU2851
 GU2851.Superseded values are not recommended for survey control.
 GU2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2851.See file dsdata.txt to determine how the superseded data were derived.
 GU2851
 GU2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF357450(NAD 83)
 GU2851_MARKER: DB = BENCH MARK DISK
 GU2851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2851_SP_SET: AQUEDUCT LINING
 GU2851_STAMPING: 126.93 L SG 505
 GU2851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2851
 GU2851  HISTORY     - Date     Condition        Report By
 GU2851  HISTORY     - UNK      MONUMENTED       BOR
 GU2851  HISTORY     - 1969     GOOD             NGS
 GU2851  HISTORY     - 1975     GOOD             NGS
 GU2851  HISTORY     - 19881207 MARK NOT FOUND   NGS
 GU2851
 GU2851                          STATION DESCRIPTION
 GU2851
 GU2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2851'40.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU2851'40.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU2851'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 19, IN THE TOP OF THE
 GU2851'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 21.5 FEET SOUTHEAST
 GU2851'OF THE CENTER OF A STEEL LADDER, 1.0 FOOT SOUTHWEST OF A WITNESS
 GU2851'POST, AND ABOUT 3 FEET LOWER THAN THE LEVEE ROAD.
 GU2851
 GU2851                          STATION RECOVERY (1975)
 GU2851
 GU2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU2851'RECOVERED IN GOOD CONDITION.
 GU2851
 GU2851                          STATION RECOVERY (1988)
 GU2851
 GU2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0861 ***********************************************************************
 FV0861  DESIGNATION -  1269 AT CO
 FV0861  PID         -  FV0861
 FV0861  STATE/COUNTY-  CA/SANTA BARBARA
 FV0861  USGS QUAD   -  MIRANDA PINE MOUNTAIN (1974)
 FV0861
 FV0861                         *CURRENT SURVEY CONTROL
 FV0861  ___________________________________________________________________
 FV0861* NAD 83(1986)-  35 06 39.     (N)    120 05 38.     (W)     SCALED    
 FV0861* NAVD 88     -       387.94   (+/-2cm)    1272.8    (feet)  VERTCON   
 FV0861  ___________________________________________________________________
 FV0861  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 FV0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0861
 FV0861.The horizontal coordinates were scaled from a topographic map and have
 FV0861.an estimated accuracy of +/- 6 seconds.
 FV0861
 FV0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0861.The vertical order pertains to the NGVD 29 superseded value.
 FV0861
 FV0861.The geoid height was determined by GEOID03.
 FV0861
 FV0861;                    North         East    Units  Estimated Accuracy
 FV0861;SPC CA 5     -   680,670.    1,809,140.      MT  (+/- 180 meters Scaled)
 FV0861
 FV0861                          SUPERSEDED SURVEY CONTROL
 FV0861
 FV0861  NGVD 29 (??/??/92)  387.073  (m)         1269.92   (f) ADJ UNCH    2 0
 FV0861
 FV0861.Superseded values are not recommended for survey control.
 FV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0861.See file dsdata.txt to determine how the superseded data were derived.
 FV0861
 FV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD648892(NAD 83)
 FV0861_MARKER: P = PIPE CAP
 FV0861_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0861_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0861_STAMPING: 1269 1895
 FV0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0861
 FV0861  HISTORY     - Date     Condition        Report By
 FV0861  HISTORY     - UNK      MONUMENTED       ATCO
 FV0861  HISTORY     - 1956     GOOD             NGS
 FV0861
 FV0861                          STATION DESCRIPTION
 FV0861
 FV0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0861'AT GLINES ROCK FRONT RANCH.
 FV0861'AT GLINES ROCK FRONT RANCH, 0.15 MILE SOUTH OF THE BARN AND
 FV0861'CORRALS, AT THE SOUTH SIDE OF THE BUNKHOUSE YARD, 32.6 FEET
 FV0861'SOUTHWEST OF THE WEST CORNER OF THE BUNKHOUSE, 26.5 FEET NORTH
 FV0861'OF THE CENTER OF A WAGON WHEEL USED FOR A GATE, 13 FEET NORTHEAST
 FV0861'OF THE NORTH ONE OF TWO 14-INCH OAK TREES, 1.4 FEET NORTHWEST
 FV0861'OF A WITNESS POST, AND SCREWED ON THE TOP OF A 2 1/2-INCH IRON
 FV0861'PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2724 ***********************************************************************
 GU2724  DESIGNATION -  1269 USGS
 GU2724  PID         -  GU2724
 GU2724  STATE/COUNTY-  CA/SAN BENITO
 GU2724  USGS QUAD   -  BICKMORE CANYON (1984)
 GU2724
 GU2724                         *CURRENT SURVEY CONTROL
 GU2724  ___________________________________________________________________
 GU2724* NAD 83(1986)-  36 31 48.     (N)    121 08 42.     (W)     SCALED    
 GU2724* NAVD 88     -       387.85   (+/-2cm)    1272.5    (feet)  VERTCON   
 GU2724  ___________________________________________________________________
 GU2724  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GU2724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2724
 GU2724.The horizontal coordinates were scaled from a topographic map and have
 GU2724.an estimated accuracy of +/- 6 seconds.
 GU2724
 GU2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2724.The vertical order pertains to the NGVD 29 superseded value.
 GU2724
 GU2724.The geoid height was determined by GEOID03.
 GU2724
 GU2724;                    North         East    Units  Estimated Accuracy
 GU2724;SPC CA 4     -   634,930.    1,807,930.      MT  (+/- 180 meters Scaled)
 GU2724
 GU2724                          SUPERSEDED SURVEY CONTROL
 GU2724
 GU2724  NGVD 29 (??/??/92)  386.878  (m)         1269.28   (f) ADJ UNCH    2 0
 GU2724
 GU2724.Superseded values are not recommended for survey control.
 GU2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2724.See file dsdata.txt to determine how the superseded data were derived.
 GU2724
 GU2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF660443(NAD 83)
 GU2724_MARKER: P = PIPE CAP
 GU2724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2724_STAMPING: 1269 1917 1969 6
 GU2724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2724
 GU2724  HISTORY     - Date     Condition        Report By
 GU2724  HISTORY     - 1917     MONUMENTED       USGS
 GU2724  HISTORY     - 1969     GOOD             NGS
 GU2724  HISTORY     - 20080323 GOOD             GEOCAC
 GU2724
 GU2724                          STATION DESCRIPTION
 GU2724
 GU2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2724'5 MI NW FROM SAN BENITO.
 GU2724'0.7 MILE SOUTHWEST ALONG WILLOW CREK ROAD FROM JEFFERSON SCHOOL
 GU2724'AT SAN BENITO, THENCE 4.3 MILES NORTHWEST ALONG STATE HIGHWAY
 GU2724'25, 66 FEET SOUTHEAST OF THE CENTERLINE OF A LANE LEADING
 GU2724'NORTHEAST ACROSS A CREEK TO A FARMHOUSE, 20.5 FEET SOUTHWEST
 GU2724'OF THE CENTERLINE OF THE HIGHWAY, 8.3 FEET NORTHEAST OF A FENCE
 GU2724'LINE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND RIVETED TO THE
 GU2724'TOP OF A 3-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 GU2724
 GU2724                          STATION RECOVERY (2008)
 GU2724
 GU2724'RECOVERY NOTE BY GEOCACHING 2008 (PFW)
 GU2724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9142 ***********************************************************************
 AH9142  DESIGNATION -  127
 AH9142  PID         -  AH9142
 AH9142  STATE/COUNTY-  CA/RIVERSIDE
 AH9142  USGS QUAD   -  RANCHO MIRAGE (1996)
 AH9142
 AH9142                         *CURRENT SURVEY CONTROL
 AH9142  ___________________________________________________________________
 AH9142* NAD 83(1986)-  33 40 39.     (N)    116 24 21.     (W)     SCALED    
 AH9142* NAVD 88     -       273.925  (meters)     898.70   (feet)  ADJUSTED  
 AH9142  ___________________________________________________________________
 AH9142  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AH9142  DYNAMIC HT  -         273.613 (meters)     897.68  (feet)  COMP
 AH9142  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 AH9142
 AH9142  VERT ORDER  -  FIRST     CLASS II
 AH9142
 AH9142.The horizontal coordinates were scaled from a topographic map and have
 AH9142.an estimated accuracy of +/- 6 seconds.
 AH9142
 AH9142.The orthometric height was determined by differential leveling
 AH9142.and adjusted in July 2002.
 AH9142.No vertical observational check was made to the station.
 AH9142
 AH9142.The geoid height was determined by GEOID03.
 AH9142
 AH9142.The dynamic height is computed by dividing the NAVD 88
 AH9142.geopotential number by the normal gravity value computed on the
 AH9142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9142.degrees latitude (g = 980.6199 gals.).
 AH9142
 AH9142.The modeled gravity was interpolated from observed gravity values.
 AH9142
 AH9142;                    North         East    Units  Estimated Accuracy
 AH9142;SPC CA 6     -   667,570.    1,985,550.      MT  (+/- 180 meters Scaled)
 AH9142
 AH9142                          SUPERSEDED SURVEY CONTROL
 AH9142
 AH9142.No superseded survey control is available for this station.
 AH9142
 AH9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT550265(NAD 83)
 AH9142_MARKER: DB = BENCH MARK DISK
 AH9142_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9142_SP_SET: RETAINING WALL
 AH9142_STAMPING: 127
 AH9142_MARK LOGO: CA2650
 AH9142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9142+STABILITY: SURFACE MOTION
 AH9142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9142+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2008
 AH9142
 AH9142  HISTORY     - Date     Condition        Report By
 AH9142  HISTORY     - UNK      MONUMENTED       CA2650
 AH9142  HISTORY     - 19990330 GOOD             NGS
 AH9142  HISTORY     - 20080519 GOOD             GEOCAC
 AH9142
 AH9142                          STATION DESCRIPTION
 AH9142
 AH9142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9142'5.1 KM (3.15 MI) SOUTHERLY ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 AH9142'STATE HIGHWAY 111 IN PALM DESERT, IN TOP OF AND 0.3 M (1.0 FT) WEST OF
 AH9142'THE EAST END OF A CATCH BASIN, 20.1 M (65.9 FT) SOUTH OF THE CENTER OF
 AH9142'AN EXIT ROAD FROM THE BIGHORN SUBDIVISION, 10.6 M (34.8 FT) WEST OF
 AH9142'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7
 AH9142'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY
 AH9142'RIGHT-OF-WAY.
 AH9142
 AH9142                          STATION RECOVERY (2008)
 AH9142
 AH9142'RECOVERY NOTE BY GEOCACHING 2008 (WS)
 AH9142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0754 ***********************************************************************
 HT0754  DESIGNATION -  127 F C OF SF
 HT0754  PID         -  HT0754
 HT0754  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0754  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0754
 HT0754                         *CURRENT SURVEY CONTROL
 HT0754  ___________________________________________________________________
 HT0754* NAD 83(1986)-  37 46 21.     (N)    122 24 09.     (W)     SCALED    
 HT0754* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 HT0754  ___________________________________________________________________
 HT0754  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HT0754  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0754
 HT0754.The horizontal coordinates were scaled from a topographic map and have
 HT0754.an estimated accuracy of +/- 6 seconds.
 HT0754
 HT0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0754.The vertical order pertains to the NGVD 29 superseded value.
 HT0754
 HT0754.The geoid height was determined by GEOID03.
 HT0754
 HT0754;                    North         East    Units  Estimated Accuracy
 HT0754;SPC CA 3     -   642,930.    1,832,410.      MT  (+/- 180 meters Scaled)
 HT0754
 HT0754                          SUPERSEDED SURVEY CONTROL
 HT0754
 HT0754  NGVD 29 (??/??/92)    3.710  (m)           12.17   (f) ADJ UNCH    1 2
 HT0754
 HT0754.Superseded values are not recommended for survey control.
 HT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0754.See file dsdata.txt to determine how the superseded data were derived.
 HT0754
 HT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG526807(NAD 83)
 HT0754_MARKER: T = CHISELED TRIANGLE
 HT0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0754_SP_SET: BUILDING
 HT0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0754
 HT0754  HISTORY     - Date     Condition        Report By
 HT0754  HISTORY     - UNK      MONUMENTED       CA3290
 HT0754  HISTORY     - 1956     GOOD             NGS
 HT0754
 HT0754                          STATION DESCRIPTION
 HT0754
 HT0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0754'AT SAN FRANCISCO.
 HT0754'AT SAN FRANCISCO, ALONG SEVENTH STREET, BETWEEN KING AND TOWNSEND
 HT0754'STREETS, AT A THREE STORY BRICK BUILDING OCCUPIED BY BAKER AND
 HT0754'HAMILTON, ON TOP OF THE NORTHWEST END OF THE BOTTOM STEP OF THE
 HT0754'MAIN ENTRANCE, 125 FEET SOUTHWEST OF THE CENTER LINE OF TOWNSEND
 HT0754'STREET, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE BRICK
 HT0754'WALL AT THE NORTHEAST DOOR, 0.7 FOOT HIGHER THAN THE SIDEWALK,
 HT0754'AND ABOUT 1 FOOT HIGHER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AD9489 ***********************************************************************
 AD9489  DESIGNATION -  127+41.82
 AD9489  PID         -  AD9489
 AD9489  STATE/COUNTY-  CA/RIVERSIDE
 AD9489  USGS QUAD   -  LAKE MATHEWS (1988)
 AD9489
 AD9489                         *CURRENT SURVEY CONTROL
 AD9489  ___________________________________________________________________
 AD9489* NAD 83(1986)-  33 51 06.     (N)    117 27 18.     (W)     SCALED    
 AD9489* NAVD 88     -       430.446  (meters)    1412.22   (feet)  ADJUSTED  
 AD9489  ___________________________________________________________________
 AD9489  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AD9489  DYNAMIC HT  -         429.968 (meters)    1410.65  (feet)  COMP
 AD9489  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 AD9489
 AD9489  VERT ORDER  -  FIRST     CLASS II
 AD9489
 AD9489.The horizontal coordinates were scaled from a topographic map and have
 AD9489.an estimated accuracy of +/- 6 seconds.
 AD9489
 AD9489.The orthometric height was determined by differential leveling
 AD9489.and adjusted in August 1997.
 AD9489
 AD9489.The geoid height was determined by GEOID03.
 AD9489
 AD9489.The dynamic height is computed by dividing the NAVD 88
 AD9489.geopotential number by the normal gravity value computed on the
 AD9489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9489.degrees latitude (g = 980.6199 gals.).
 AD9489
 AD9489.The modeled gravity was interpolated from observed gravity values.
 AD9489
 AD9489;                    North         East    Units  Estimated Accuracy
 AD9489;SPC CA 6     -   687,520.    1,888,490.      MT  (+/- 180 meters Scaled)
 AD9489
 AD9489                          SUPERSEDED SURVEY CONTROL
 AD9489
 AD9489.No superseded survey control is available for this station.
 AD9489
 AD9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT579458(NAD 83)
 AD9489_MARKER: DB = BENCH MARK DISK
 AD9489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9489_STAMPING: STA. 127+41.82 1409.930
 AD9489_MARK LOGO: MWDSC 
 AD9489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9489+STABILITY: SURFACE MOTION
 AD9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9489+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 AD9489
 AD9489  HISTORY     - Date     Condition        Report By
 AD9489  HISTORY     - 1966     MONUMENTED       MWDSC
 AD9489  HISTORY     - 19950123 GOOD             MWDSC
 AD9489
 AD9489                          STATION DESCRIPTION
 AD9489
 AD9489'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AD9489'FROM 91 FRWY GO SOUTH ON LA SIERRA AVE TO EL SOBRANTE RD, THEN 0.1
 AD9489'MILE (0.2 KM) EAST ON EL SOBRANTE RD TO MWDSC ENTRANCE ROAD.  FOLLOW
 AD9489'AC ROAD TURNING RIGHT BEFORE MAINTENANCE YARD AND UP HILL TO CREST OF
 AD9489'DIKE NO.  1 OF LAKE MATHEWS, AT THE WEST END ON THE CREST ROAD OF
 AD9489'DIKE, 80 FEET (24.4 M) WEST OF ROAD INTERSECTION.  A STANDARD MWDSC 3
 AD9489'INCH BRASS DISK STAMPED STA.  127+41.82 1409.930 SET IN TOP OF A 1
 AD9489'FOOT (0.3 M) SQ CONCRETE POST FLUSH WITH GROUND AND 2 FEET (0.6 M)
 AD9489'ABOVE ROAD SURFACE AT TOE OF HILL BELOW VIEWING AREA.  WEST CONTROL
 AD9489'FOR PARAPET WALL OF DIKE NO 1.  REF MWD FB 2513 02 077.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1364 ***********************************************************************
 EW1364  DESIGNATION -  127.592 C OF LA
 EW1364  PID         -  EW1364
 EW1364  STATE/COUNTY-  CA/LOS ANGELES
 EW1364  USGS QUAD   -  HOLLYWOOD (1994)
 EW1364
 EW1364                         *CURRENT SURVEY CONTROL
 EW1364  ___________________________________________________________________
 EW1364* NAD 83(1986)-  34 02 44.     (N)    118 20 44.     (W)     SCALED    
 EW1364* NAVD 88     -        39.55   (+/-2cm)     129.8    (feet)  VERTCON   
 EW1364  ___________________________________________________________________
 EW1364  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EW1364  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1364
 EW1364.The horizontal coordinates were scaled from a topographic map and have
 EW1364.an estimated accuracy of +/- 6 seconds.
 EW1364
 EW1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1364.The vertical order pertains to the NGVD 29 superseded value.
 EW1364
 EW1364.The geoid height was determined by GEOID03.
 EW1364
 EW1364;                    North         East    Units  Estimated Accuracy
 EW1364;SPC CA 5     -   560,570.    1,968,090.      MT  (+/- 180 meters Scaled)
 EW1364
 EW1364                          SUPERSEDED SURVEY CONTROL
 EW1364
 EW1364  NGVD 29 (??/??/92)   38.79   (m)          127.3    (f) COMPUTED    1 2
 EW1364
 EW1364.Superseded values are not recommended for survey control.
 EW1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1364.See file dsdata.txt to determine how the superseded data were derived.
 EW1364
 EW1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758680(NAD 83)
 EW1364_MARKER: S = SPIKE
 EW1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1364_SP_SET: CATCH BASIN
 EW1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1364
 EW1364  HISTORY     - Date     Condition        Report By
 EW1364  HISTORY     - UNK      MONUMENTED       CA1980
 EW1364  HISTORY     - 1964     GOOD             NGS
 EW1364
 EW1364                          STATION DESCRIPTION
 EW1364
 EW1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1364'AT LOS ANGELES.
 EW1364'AT LOS ANGELES, AT THE INTERSECTION OF LA BREA AVENUE AND VENICE
 EW1364'BOULEVARD, ALONG THE NORTH CURB OF THE BOULEVARD, IN THE TOP
 EW1364'OF THE EAST END OF A CATCH BASIN, 15.0 FEET WEST OF THE EXTENDED
 EW1364'CURB OF THE AVENUE, AND ABOUT 0.5 FOOT HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2855 ***********************************************************************
 GU2855  DESIGNATION -  127.95 L
 GU2855  PID         -  GU2855
 GU2855  STATE/COUNTY-  CA/FRESNO
 GU2855  USGS QUAD   -  CANTUA CREEK (1984)
 GU2855
 GU2855                         *CURRENT SURVEY CONTROL
 GU2855  ___________________________________________________________________
 GU2855* NAD 83(1986)-  36 30 33.     (N)    120 21 36.     (W)     SCALED    
 GU2855* NAVD 88     -       100.03   (+/-2cm)     328.2    (feet)  VERTCON   
 GU2855  ___________________________________________________________________
 GU2855  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU2855  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2855
 GU2855.The horizontal coordinates were scaled from a topographic map and have
 GU2855.an estimated accuracy of +/- 6 seconds.
 GU2855
 GU2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2855.The vertical order pertains to the NGVD 29 superseded value.
 GU2855
 GU2855.The geoid height was determined by GEOID03.
 GU2855
 GU2855;                    North         East    Units  Estimated Accuracy
 GU2855;SPC CA 4     -   631,330.    1,878,180.      MT  (+/- 180 meters Scaled)
 GU2855
 GU2855                          SUPERSEDED SURVEY CONTROL
 GU2855
 GU2855  NGVD 29 (??/??/92)   99.188  (m)          325.42   (f) ADJ UNCH    1 1
 GU2855
 GU2855.Superseded values are not recommended for survey control.
 GU2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2855.See file dsdata.txt to determine how the superseded data were derived.
 GU2855
 GU2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF364436(NAD 83)
 GU2855_MARKER: DB = BENCH MARK DISK
 GU2855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2855_SP_SET: AQUEDUCT LINING
 GU2855_STAMPING: 127.95 L SG 507
 GU2855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2855
 GU2855  HISTORY     - Date     Condition        Report By
 GU2855  HISTORY     - UNK      MONUMENTED       BOR
 GU2855  HISTORY     - 1969     GOOD             NGS
 GU2855  HISTORY     - 1975     GOOD             NGS
 GU2855  HISTORY     - 19881207 MARK NOT FOUND   NGS
 GU2855
 GU2855                          STATION DESCRIPTION
 GU2855
 GU2855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2855'41.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU2855'41.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU2855'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 29, IN THE TOP OF THE
 GU2855'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 163 FEET SOUTHEAST
 GU2855'OF THE CENTER OF A STEEL LADDER, 1.0 FOOT SOUTHWEST OF A WITNESS
 GU2855'POST, AND ABOUT 3 FEET LOWER THAN THE LEVEE ROAD.
 GU2855
 GU2855                          STATION RECOVERY (1975)
 GU2855
 GU2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU2855'RECOVERED IN GOOD CONDITION.
 GU2855
 GU2855                          STATION RECOVERY (1988)
 GU2855
 GU2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0152 ***********************************************************************
 FU0152  DESIGNATION -  1273 USGS
 FU0152  PID         -  FU0152
 FU0152  STATE/COUNTY-  CA/KERN
 FU0152  USGS QUAD   -  MT ADELAIDE (1994)
 FU0152
 FU0152                         *CURRENT SURVEY CONTROL
 FU0152  ___________________________________________________________________
 FU0152* NAD 83(1986)-  35 28 18.     (N)    118 45 02.     (W)     SCALED    
 FU0152* NAVD 88     -       388.63   (+/-2cm)    1275.0    (feet)  VERTCON   
 FU0152  ___________________________________________________________________
 FU0152  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 FU0152  VERT ORDER  -  THIRD (See Below)
 FU0152
 FU0152.The horizontal coordinates were scaled from a topographic map and have
 FU0152.an estimated accuracy of +/- 6 seconds.
 FU0152
 FU0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0152.The vertical order pertains to the NGVD 29 superseded value.
 FU0152
 FU0152.The geoid height was determined by GEOID03.
 FU0152
 FU0152;                    North         East    Units  Estimated Accuracy
 FU0152;SPC CA 5     -   718,970.    1,931,880.      MT  (+/- 180 meters Scaled)
 FU0152
 FU0152                          SUPERSEDED SURVEY CONTROL
 FU0152
 FU0152  NGVD 29 (??/??/??)  387.72   (m)         1272.0    (f) RESET       3  
 FU0152
 FU0152.Superseded values are not recommended for survey control.
 FU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0152.See file dsdata.txt to determine how the superseded data were derived.
 FU0152
 FU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV411267(NAD 83)
 FU0152_MARKER: DD = SURVEY DISK
 FU0152_SETTING: 80 = SET IN A BOULDER
 FU0152_SP_SET: BOULDER
 FU0152_STAMPING: 1273 H 9 1934
 FU0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0152+STABILITY: SURFACE MOTION
 FU0152
 FU0152  HISTORY     - Date     Condition        Report By
 FU0152  HISTORY     - 1934     MONUMENTED       USGS
 FU0152  HISTORY     - 1972     GOOD             NGS
 FU0152
 FU0152                          STATION DESCRIPTION
 FU0152
 FU0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FU0152'20.3 MI W FROM BAKERSFIELD.
 FU0152'20.3 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS,
 FU0152'KERN COUNTY, 6.0 FT. NORTHWEST OF A HIGHWAY CULVERT, 21 FT.
 FU0152'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 FU0152'LARGE GRANITE BOULDER AND ABOUT 2 FT. LOWER THAN THE HIGHWAY,
 FU0152'A USGS STANDARD DISK, STAMPED 1273 H 9 1934.  NOTE-- THE STAMPING
 FU0152'DIFFERS FROM THE ORIGINAL DESCRIPTION OF 1934.  THE 1934 READS,
 FU0152'1273 9 1934.  ALSO, USGS SAYS IT IS NOT ON THEIR BOOKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1402 ***********************************************************************
 FU1402  DESIGNATION -  1275 USGS
 FU1402  PID         -  FU1402
 FU1402  STATE/COUNTY-  CA/KERN
 FU1402  USGS QUAD   -  FELLOWS (1973)
 FU1402
 FU1402                         *CURRENT SURVEY CONTROL
 FU1402  ___________________________________________________________________
 FU1402* NAD 83(1986)-  35 13 22.     (N)    119 34 14.     (W)     SCALED    
 FU1402* NAVD 88     -       388.515  (meters)    1274.65   (feet)  ADJUSTED  
 FU1402  ___________________________________________________________________
 FU1402  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 FU1402  DYNAMIC HT  -         388.114 (meters)    1273.34  (feet)  COMP
 FU1402  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 FU1402  OBS GRAVITY -     979,591.1   (mgal)                       GRAV_OBS
 FU1402
 FU1402  VERT ORDER  -  FIRST     CLASS I
 FU1402
 FU1402.The horizontal coordinates were scaled from a topographic map and have
 FU1402.an estimated accuracy of +/- 6 seconds.
 FU1402
 FU1402.The orthometric height was determined by differential leveling
 FU1402.and adjusted in June 1991.
 FU1402
 FU1402.The geoid height was determined by GEOID03.
 FU1402
 FU1402.The dynamic height is computed by dividing the NAVD 88
 FU1402.geopotential number by the normal gravity value computed on the
 FU1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU1402.degrees latitude (g = 980.6199 gals.).
 FU1402
 FU1402.The modeled gravity was interpolated from observed gravity values.
 FU1402.The observed gravity was obtained from relative gravimeter ties
 FU1402.to the IGSN71 gravity network.
 FU1402
 FU1402;                    North         East    Units  Estimated Accuracy
 FU1402;SPC CA 5     -   692,220.    1,857,030.      MT  (+/- 180 meters Scaled)
 FU1402
 FU1402                          SUPERSEDED SURVEY CONTROL
 FU1402
 FU1402  NGVD 29 (??/??/92)  387.688  (m)         1271.94   (f) ADJ UNCH    1 1
 FU1402
 FU1402.Superseded values are not recommended for survey control.
 FU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1402.See file dsdata.txt to determine how the superseded data were derived.
 FU1402
 FU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV660007(NAD 83)
 FU1402_MARKER: P = PIPE CAP
 FU1402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1402_STAMPING: 1275 B B 34 1908
 FU1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1402
 FU1402  HISTORY     - Date     Condition        Report By
 FU1402  HISTORY     - 1908     MONUMENTED       USGS
 FU1402  HISTORY     - 1957     GOOD             NGS
 FU1402  HISTORY     - 1970     GOOD             NGS
 FU1402  HISTORY     - 1977     GOOD             NGS
 FU1402  HISTORY     - 19960108 GOOD             USPSQD
 FU1402
 FU1402                          STATION DESCRIPTION
 FU1402
 FU1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1402'6.7 MI SE FROM MC KITTRICK.
 FU1402'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 FU1402'PACIFIC COMPANY RAILROAD STATION AT MC KITTRICK, 8.5 MILES
 FU1402'NORTHWEST OF TAFT, IN R22E T31S, IN THE NORTHWEST CORNER OF
 FU1402'SECTION 24, 0.1 MILE NORTH OF THE Y JUNCTION OF SHALE ROAD
 FU1402'LEADING SOUTH, ABOUT 85 YARDS SOUTHEAST OF THE APPROXIMATE
 FU1402'CENTER OF THE Y JUNCTION OF AN ASPHALT ROAD LEADING EAST TO
 FU1402'MIDWAY PIPE LINE STATION, 150 FEET SOUTHEAST OF THE CENTER OF
 FU1402'THE NORTHEAST END OF 12-INCH CORRUGATED METAL PIPE CULVERT
 FU1402'B-389, 45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 1/2
 FU1402'FEET WEST OF POWER LINE POLE 15 305 SUPPORTING A THROW OUT
 FU1402'SWITCH, 2.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 FU1402'HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 FU1402'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FU1402
 FU1402                          STATION RECOVERY (1970)
 FU1402
 FU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1402'RECOVERED IN GOOD CONDITION.
 FU1402
 FU1402                          STATION RECOVERY (1977)
 FU1402
 FU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU1402'OMIT=SOUTHERN PACIFIC RAILROAD COMPANY STATION.
 FU1402'ADD=REWARD ROAD.
 FU1402
 FU1402                          STATION RECOVERY (1996)
 FU1402
 FU1402'RECOVERY NOTE BY US POWER SQUADRON 1996
 FU1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0399 ***********************************************************************
 KT0399  DESIGNATION -  1278 USGS
 KT0399  PID         -  KT0399
 KT0399  STATE/COUNTY-  CA/COLUSA
 KT0399  USGS QUAD   -  SALT CANYON (1987)
 KT0399
 KT0399                         *CURRENT SURVEY CONTROL
 KT0399  ___________________________________________________________________
 KT0399* NAD 83(1986)-  39 02 28.     (N)    122 20 24.     (W)     SCALED    
 KT0399* NAVD 88     -       390.52   (+/-2cm)    1281.2    (feet)  VERTCON   
 KT0399  ___________________________________________________________________
 KT0399  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 KT0399  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0399
 KT0399.The horizontal coordinates were scaled from a topographic map and have
 KT0399.an estimated accuracy of +/- 6 seconds.
 KT0399
 KT0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0399.The vertical order pertains to the NGVD 29 superseded value.
 KT0399
 KT0399.The geoid height was determined by GEOID03.
 KT0399
 KT0399;                    North         East    Units  Estimated Accuracy
 KT0399;SPC CA 2     -   652,630.    1,970,570.      MT  (+/- 180 meters Scaled)
 KT0399
 KT0399                          SUPERSEDED SURVEY CONTROL
 KT0399
 KT0399  NGVD 29 (??/??/92)  389.691  (m)         1278.51   (f) ADJ UNCH    1 2
 KT0399
 KT0399.Superseded values are not recommended for survey control.
 KT0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0399.See file dsdata.txt to determine how the superseded data were derived.
 KT0399
 KT0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ571215(NAD 83)
 KT0399_MARKER: Q = CHISELED SQUARE
 KT0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0399_SP_SET: CULVERT
 KT0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0399
 KT0399  HISTORY     - Date     Condition        Report By
 KT0399  HISTORY     - UNK      MONUMENTED       USGS
 KT0399  HISTORY     - 1967     GOOD             NGS
 KT0399
 KT0399                          STATION DESCRIPTION
 KT0399
 KT0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0399'15.8 MI W FROM WILLIAMS.
 KT0399'15.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 KT0399'AT WILLIAMS, AT THE SOUTH END OF A DEEP CUT, IN THE TOP OF THE
 KT0399'CENTER OF THE EAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT
 KT0399'D-314+00, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 KT0399'ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0087 ***********************************************************************
 LU0087  DESIGNATION -  1279 USGS
 LU0087  PID         -  LU0087
 LU0087  STATE/COUNTY-  CA/SHASTA
 LU0087  USGS QUAD   -  DEVILS ROCK (1990)
 LU0087
 LU0087                         *CURRENT SURVEY CONTROL
 LU0087  ___________________________________________________________________
 LU0087* NAD 83(1986)-  40 45 19.     (N)    122 01 44.     (W)     SCALED    
 LU0087* NAVD 88     -       390.441  (meters)    1280.97   (feet)  ADJUSTED  
 LU0087  ___________________________________________________________________
 LU0087  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 LU0087  DYNAMIC HT  -         390.221 (meters)    1280.25  (feet)  COMP
 LU0087  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 LU0087
 LU0087  VERT ORDER  -  FIRST     CLASS II
 LU0087
 LU0087.The horizontal coordinates were scaled from a topographic map and have
 LU0087.an estimated accuracy of +/- 6 seconds.
 LU0087
 LU0087.The orthometric height was determined by differential leveling
 LU0087.and adjusted in June 1991.
 LU0087
 LU0087.The geoid height was determined by GEOID03.
 LU0087
 LU0087.The dynamic height is computed by dividing the NAVD 88
 LU0087.geopotential number by the normal gravity value computed on the
 LU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0087.degrees latitude (g = 980.6199 gals.).
 LU0087
 LU0087.The modeled gravity was interpolated from observed gravity values.
 LU0087
 LU0087;                    North         East    Units  Estimated Accuracy
 LU0087;SPC CA 1     -   657,890.    1,997,560.      MT  (+/- 180 meters Scaled)
 LU0087
 LU0087                          SUPERSEDED SURVEY CONTROL
 LU0087
 LU0087  NGVD 29 (??/??/92)  389.598  (m)         1278.21   (f) ADJ UNCH    1 2
 LU0087
 LU0087.Superseded values are not recommended for survey control.
 LU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0087.See file dsdata.txt to determine how the superseded data were derived.
 LU0087
 LU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL819120(NAD 83)
 LU0087_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LU0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0087_STAMPING: 1277.957 R
 LU0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0087
 LU0087  HISTORY     - Date     Condition        Report By
 LU0087  HISTORY     - UNK      MONUMENTED       USGS
 LU0087  HISTORY     - 1935     GOOD             NGS
 LU0087
 LU0087                          STATION DESCRIPTION
 LU0087
 LU0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0087'4.3 MI NE FROM INGOT.
 LU0087'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 299 FROM THE PUBLIC
 LU0087'SCHOOL AT INGOT, SHASTA COUNTY, THENCE 0.2 MILE EAST ACROSS COW
 LU0087'CREEK ALONG THE OLD HIGHWAY TO THE JUNCTION OF A PRIVATE ROAD
 LU0087'LEADING SOUTH TO THE WARD RANCH, 67 FEET WEST OF THE CENTERLINE
 LU0087'OF THE RANCH ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE OLD
 LU0087'HIGHWAY, 12 FEET EAST OF AN ANGLE IN A FENCE LINE, AND AT THE
 LU0087'FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 LU0087'STAMPED 1277.957 R AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LU0087'IRON PIPE PROJECTING 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0156 ***********************************************************************
 LU0156  DESIGNATION -  1279.86
 LU0156  PID         -  LU0156
 LU0156  STATE/COUNTY-  CA/SHASTA
 LU0156  USGS QUAD   -  O'BRIEN (1990)
 LU0156
 LU0156                         *CURRENT SURVEY CONTROL
 LU0156  ___________________________________________________________________
 LU0156* NAD 83(1986)-  40 49 45.     (N)    122 19 37.     (W)     SCALED    
 LU0156* NAVD 88     -       391.035  (meters)    1282.92   (feet)  ADJUSTED  
 LU0156  ___________________________________________________________________
 LU0156  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 LU0156  DYNAMIC HT  -         390.825 (meters)    1282.23  (feet)  COMP
 LU0156  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 LU0156
 LU0156  VERT ORDER  -  FIRST     CLASS II
 LU0156
 LU0156.The horizontal coordinates were scaled from a topographic map and have
 LU0156.an estimated accuracy of +/- 6 seconds.
 LU0156
 LU0156.The orthometric height was determined by differential leveling
 LU0156.and adjusted in June 1991.
 LU0156
 LU0156.The geoid height was determined by GEOID03.
 LU0156
 LU0156.The dynamic height is computed by dividing the NAVD 88
 LU0156.geopotential number by the normal gravity value computed on the
 LU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0156.degrees latitude (g = 980.6199 gals.).
 LU0156
 LU0156.The modeled gravity was interpolated from observed gravity values.
 LU0156
 LU0156;                    North         East    Units  Estimated Accuracy
 LU0156;SPC CA 1     -   666,150.    1,972,430.      MT  (+/- 180 meters Scaled)
 LU0156
 LU0156                          SUPERSEDED SURVEY CONTROL
 LU0156
 LU0156  NGVD 29 (??/??/56)  390.219  (m)         1280.24   (f) ADJ UNCH    1 2
 LU0156
 LU0156.Superseded values are not recommended for survey control.
 LU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0156.See file dsdata.txt to determine how the superseded data were derived.
 LU0156
 LU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL567200(NAD 83)
 LU0156_MARKER: DD = SURVEY DISK
 LU0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0156_SP_SET: CULVERT
 LU0156_STAMPING: 1279.86
 LU0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0156
 LU0156  HISTORY     - Date     Condition        Report By
 LU0156  HISTORY     - UNK      MONUMENTED       CADH
 LU0156  HISTORY     - 1943     GOOD             NGS
 LU0156  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0156
 LU0156                          STATION DESCRIPTION
 LU0156
 LU0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0156'11.2 MI S FROM DELTA.
 LU0156'11.2 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0156'DELTA, SHASTA COUNTY, AT THE NORTH END OF A CUT, IN THE SOUTH
 LU0156'END OF CULVERT C 90+16, 21 FEET EAST OF THE CENTERLINE OF THE
 LU0156'HIGHWAY, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 LU0156'A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1279.86.
 LU0156
 LU0156                          STATION RECOVERY (1988)
 LU0156
 LU0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0156'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4893 ***********************************************************************
 EW4893  DESIGNATION -  128 10750 LACFCD
 EW4893  PID         -  EW4893
 EW4893  STATE/COUNTY-  CA/LOS ANGELES
 EW4893  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4893
 EW4893                         *CURRENT SURVEY CONTROL
 EW4893  ___________________________________________________________________
 EW4893* NAD 83(1986)-  34 21 12.     (N)    118 33 01.     (W)     SCALED    
 EW4893* NAVD 88     -       428.45   (+/-2cm)    1405.7    (feet)  VERTCON   
 EW4893  ___________________________________________________________________
 EW4893  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW4893  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4893
 EW4893.The horizontal coordinates were scaled from a topographic map and have
 EW4893.an estimated accuracy of +/- 6 seconds.
 EW4893
 EW4893.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4893.The vertical order pertains to the NGVD 29 superseded value.
 EW4893
 EW4893.The geoid height was determined by GEOID03.
 EW4893
 EW4893;                    North         East    Units  Estimated Accuracy
 EW4893;SPC CA 5     -   594,790.    1,949,380.      MT  (+/- 180 meters Scaled)
 EW4893
 EW4893                          SUPERSEDED SURVEY CONTROL
 EW4893
 EW4893  NGVD 29 (??/??/92)  427.610  (m)         1402.92   (f) ADJ UNCH    1 1
 EW4893
 EW4893.Superseded values are not recommended for survey control.
 EW4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4893.See file dsdata.txt to determine how the superseded data were derived.
 EW4893
 EW4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU574024(NAD 83)
 EW4893_MARKER: DD = SURVEY DISK
 EW4893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4893_SP_SET: CULVERT
 EW4893_STAMPING: BM 128-10750 1966
 EW4893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4893+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2008
 EW4893
 EW4893  HISTORY     - Date     Condition        Report By
 EW4893  HISTORY     - 1966     MONUMENTED       CA-037
 EW4893  HISTORY     - 1968     GOOD             CA-037
 EW4893  HISTORY     - 1971     GOOD             CA1980
 EW4893  HISTORY     - 1973     GOOD             CA-037
 EW4893  HISTORY     - 20080320 GOOD             GEOCAC
 EW4893
 EW4893                          STATION DESCRIPTION
 EW4893
 EW4893'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4893'NEAR VALENCIA.
 EW4893'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 2 MILES SOUTHEASTERLY
 EW4893'ALONG THE FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE, 1.81 MILES
 EW4893'NORTHERLY FROM FREEWAY BRIDGE 53-1796, 0.6 FEET NORTH OF THE
 EW4893'SOUTH END OF HEADWALL OF CULVERT AT STATION 117+00, 10 FEET
 EW4893'WEST OF WESTERLY EDGE OF PAVEMENT IN WESTERLY ROADWAY.  SET IN
 EW4893'THE TOP OF THE CONCRETE HEADWALL OF THE CULVERT.  NOTE-- FORMER
 EW4893'GOLDEN STATE HIGHWAY IS NOW A FRONTAGE ROAD SOUTHERLY OF AND
 EW4893'PARALLEL TO THE GOLDEN STATE FREEWAY.
 EW4893
 EW4893                          STATION RECOVERY (1971)
 EW4893
 EW4893'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4893'RECOVERED IN GOOD CONDITION.
 EW4893
 EW4893                          STATION RECOVERY (1973)
 EW4893
 EW4893'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4893'GOLDEN STATE FREEWAY, 2 MILES SOUTHEASTERLY ALONG THE FREEWAY FROM ITS
 EW4893'JUNCTION WITH LYONS AVENUE, 0.6 FEET NORTH OF THE SOUTH END OF
 EW4893'HEADWALL OF CULVERT AT STATION 117+00.  SET IN THE TOP OF THE CONCRETE
 EW4893'HEADWALL OF THE CULVERT.
 EW4893
 EW4893                          STATION RECOVERY (2008)
 EW4893
 EW4893'RECOVERY NOTE BY GEOCACHING 2008 (RCF)
 EW4893'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4917 ***********************************************************************
 EW4917  DESIGNATION -  128 21230 LACFCD
 EW4917  PID         -  EW4917
 EW4917  STATE/COUNTY-  CA/LOS ANGELES
 EW4917  USGS QUAD   -  NEWHALL (1995)
 EW4917
 EW4917                         *CURRENT SURVEY CONTROL
 EW4917  ___________________________________________________________________
 EW4917* NAD 83(1986)-  34 22 43.     (N)    118 35 02.     (W)     SCALED    
 EW4917* NAVD 88     -       424.80   (+/-2cm)    1393.7    (feet)  VERTCON   
 EW4917  ___________________________________________________________________
 EW4917  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW4917  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4917
 EW4917.The horizontal coordinates were scaled from a topographic map and have
 EW4917.an estimated accuracy of +/- 6 seconds.
 EW4917
 EW4917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4917.The vertical order pertains to the NGVD 29 superseded value.
 EW4917
 EW4917.The geoid height was determined by GEOID03.
 EW4917
 EW4917;                    North         East    Units  Estimated Accuracy
 EW4917;SPC CA 5     -   597,620.    1,946,300.      MT  (+/- 180 meters Scaled)
 EW4917
 EW4917                          SUPERSEDED SURVEY CONTROL
 EW4917
 EW4917  NGVD 29 (??/??/92)  423.964  (m)         1390.96   (f) ADJ UNCH    1 1
 EW4917
 EW4917.Superseded values are not recommended for survey control.
 EW4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4917.See file dsdata.txt to determine how the superseded data were derived.
 EW4917
 EW4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU543052(NAD 83)
 EW4917_MARKER: DD = SURVEY DISK
 EW4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4917_STAMPING: BM 128-21230 G STA PICO-5 1966
 EW4917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4917+STABILITY: SURFACE MOTION
 EW4917
 EW4917  HISTORY     - Date     Condition        Report By
 EW4917  HISTORY     - 1966     MONUMENTED       CA-037
 EW4917  HISTORY     - 1967     GOOD             CA-037
 EW4917
 EW4917                          STATION DESCRIPTION
 EW4917
 EW4917'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4917'4.5 MI SSE FROM CASTAIC JCT.
 EW4917'PICO CANYON ROAD, 1.1 MILES WEST OF GOLDEN STATE FREEWAY 188.7
 EW4917'FEET EAST OF POWER POLE NO. 649734E 61.8 FEET SOUTH OF LOS
 EW4917'ANGELES COUNTY FIRE DEPARTMENT TELEPHONE POLE NO. 113-46, 30
 EW4917'FEET SOUTH OF CENTER OF PICO CANYON ROAD, 3.2 FEET WEST OF A
 EW4917'PIPE MARKER.  SET IN TOP OF A 6 INCH CONCRETE POST FLUSH WITH
 EW4917'GROUND.
 EW4917
 EW4917                          STATION RECOVERY (1967)
 EW4917
 EW4917'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6305 ***********************************************************************
 DH6305  DESIGNATION -  128 MEN 14.76
 DH6305  PID         -  DH6305
 DH6305  STATE/COUNTY-  CA/MENDOCINO
 DH6305  USGS QUAD   -  NAVARRO (1991)
 DH6305
 DH6305                         *CURRENT SURVEY CONTROL
 DH6305  ___________________________________________________________________
 DH6305* NAD 83(2007)-  39 08 41.80795(N)    123 32 32.45515(W)     ADJUSTED  
 DH6305* NAVD 88     -        90.3    (meters)     296.     (feet)  GPS OBS   
 DH6305  ___________________________________________________________________
 DH6305  EPOCH DATE  -        2007.00
 DH6305  X           -  -2,736,923.447 (meters)                     COMP
 DH6305  Y           -  -4,128,407.174 (meters)                     COMP
 DH6305  Z           -   4,004,847.131 (meters)                     COMP
 DH6305  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 DH6305  ELLIP HEIGHT-          59.353 (meters)          (02/10/07) ADJUSTED
 DH6305  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DH6305
 DH6305  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6305  Type    PID    Designation                      North   East  Ellip
 DH6305  -------------------------------------------------------------------
 DH6305  NETWORK DH6305 128 MEN 14.76                     2.25   2.04   4.37
 DH6305  -------------------------------------------------------------------
 DH6305
 DH6305.The horizontal coordinates were established by GPS observations
 DH6305.and adjusted by the National Geodetic Survey in February 2007.
 DH6305
 DH6305.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6305.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6305.The horizontal coordinates are valid at the epoch date displayed above.
 DH6305.The epoch date for horizontal control is a decimal equivalence
 DH6305.of Year/Month/Day.
 DH6305
 DH6305.The orthometric height was determined by GPS observations and a
 DH6305.high-resolution geoid model.
 DH6305
 DH6305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6305
 DH6305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6305
 DH6305.The ellipsoidal height was determined by GPS observations
 DH6305.and is referenced to NAD 83.
 DH6305
 DH6305.The geoid height was determined by GEOID03.
 DH6305
 DH6305;                    North         East     Units Scale Factor Converg.
 DH6305;SPC CA 2     -   665,228.519 1,866,682.614   MT  0.99991522   -0 58 20.6
 DH6305;SPC CA 2     - 2,182,503.90  6,124,274.54   sFT  0.99991522   -0 58 20.6
 DH6305;UTM  10      - 4,333,001.701   453,132.904   MT  0.99962705   -0 20 32.6
 DH6305
 DH6305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6305!SPC CA 2     -   0.99999069  x   0.99991522  =   0.99990591
 DH6305!UTM  10      -   0.99999069  x   0.99962705  =   0.99961774
 DH6305
 DH6305                          SUPERSEDED SURVEY CONTROL
 DH6305
 DH6305  NAD 83(1998)-  39 08 41.80519(N)    123 32 32.45235(W) AD(2004.69) B
 DH6305  ELLIP H (09/28/05)   59.366  (m)                       GP(       ) 4 1
 DH6305
 DH6305.Superseded values are not recommended for survey control.
 DH6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6305.See file dsdata.txt to determine how the superseded data were derived.
 DH6305
 DH6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5313333002(NAD 83)
 DH6305_MARKER: DD = SURVEY DISK
 DH6305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6305+WITH SETTING: INFORMATION.
 DH6305_STAMPING: 128 MEN 14.76
 DH6305_MARK LOGO: CSRC  
 DH6305_PROJECTION: FLUSH
 DH6305_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6305+STABILITY: SURFACE MOTION
 DH6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6305+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6305_ROD/PIPE-DEPTH: 2.3  meters
 DH6305
 DH6305  HISTORY     - Date     Condition        Report By
 DH6305  HISTORY     - 20040828 MONUMENTED       CADT
 DH6305
 DH6305                          STATION DESCRIPTION
 DH6305
 DH6305'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6305'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 24.0 KM
 DH6305'(14.8 MI)SOUTHEASTERLY  OF U.S. HIGHWAYS 1 AND 128, AND 2.9 KM (1.8
 DH6305'MI) NORTHWESTERLY ALONG HIGHWAY 128 FROM  PHILO.
 DH6305' 
 DH6305'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 1 AND 128
 DH6305'PROCEED 23.91 KM (14.76  MI)  SOUTHEASTERLY ALONG HIGHWAY 128 TO POST
 DH6305'MILE 14.76, SALIMINI ROAD AND THE STATION ON  THE LEFT.
 DH6305' 
 DH6305'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6305'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M NORTHEASTERLY OF A
 DH6305'STEEL FENCE POST AND CARSONITE  MARKER, 10.0 M NORTHEASTOF THE
 DH6305'CENTERLINE OF HIGHWAY 128,  5.5 M SOUTHEAST OF THE THE  SOUTHERLY EDGE
 DH6305'OF A DIRT ROAD  BEARING NORTHEASTERLY,1 8.0 M NORTHWESTOF A POWER
 DH6305'POLE, AND 6.1 M NORTHEAST OF THE  EDGE OF PAVEMENT OF HIGHWAY 128.
 DH6305' 
 DH6305'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6305'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6305'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6305'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6305'EUREKA.
 DH6305' 
 DH6305'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6305'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6306 ***********************************************************************
 DH6306  DESIGNATION -  128 MEN 21.18
 DH6306  PID         -  DH6306
 DH6306  STATE/COUNTY-  CA/MENDOCINO
 DH6306  USGS QUAD   -  PHILO (1991)
 DH6306
 DH6306                         *CURRENT SURVEY CONTROL
 DH6306  ___________________________________________________________________
 DH6306* NAD 83(2007)-  39 04 45.25035(N)    123 28 01.71887(W)     ADJUSTED  
 DH6306* NAVD 88     -        59.6    (meters)     196.     (feet)  GPS OBS   
 DH6306  ___________________________________________________________________
 DH6306  EPOCH DATE  -        2007.00
 DH6306  X           -  -2,734,027.036 (meters)                     COMP
 DH6306  Y           -  -4,135,815.256 (meters)                     COMP
 DH6306  Z           -   3,999,167.525 (meters)                     COMP
 DH6306  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 DH6306  ELLIP HEIGHT-          28.813 (meters)          (02/10/07) ADJUSTED
 DH6306  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DH6306
 DH6306  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6306  Type    PID    Designation                      North   East  Ellip
 DH6306  -------------------------------------------------------------------
 DH6306  NETWORK DH6306 128 MEN 21.18                     2.45   2.14   4.55
 DH6306  -------------------------------------------------------------------
 DH6306
 DH6306.The horizontal coordinates were established by GPS observations
 DH6306.and adjusted by the National Geodetic Survey in February 2007.
 DH6306
 DH6306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6306.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6306.The horizontal coordinates are valid at the epoch date displayed above.
 DH6306.The epoch date for horizontal control is a decimal equivalence
 DH6306.of Year/Month/Day.
 DH6306
 DH6306.The orthometric height was determined by GPS observations and a
 DH6306.high-resolution geoid model.
 DH6306
 DH6306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6306
 DH6306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6306
 DH6306.The ellipsoidal height was determined by GPS observations
 DH6306.and is referenced to NAD 83.
 DH6306
 DH6306.The geoid height was determined by GEOID03.
 DH6306
 DH6306;                    North         East     Units Scale Factor Converg.
 DH6306;SPC CA 2     -   657,827.439 1,873,064.800   MT  0.99991468   -0 55 30.0
 DH6306;SPC CA 2     - 2,158,222.19  6,145,213.43   sFT  0.99991468   -0 55 30.0
 DH6306;UTM  10      - 4,325,673.409   459,594.233   MT  0.99962010   -0 17 40.2
 DH6306
 DH6306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6306!SPC CA 2     -   0.99999548  x   0.99991468  =   0.99991016
 DH6306!UTM  10      -   0.99999548  x   0.99962010  =   0.99961558
 DH6306
 DH6306                          SUPERSEDED SURVEY CONTROL
 DH6306
 DH6306  NAD 83(1998)-  39 04 45.24753(N)    123 28 01.71604(W) AD(2004.69) B
 DH6306  ELLIP H (09/28/05)   28.822  (m)                       GP(       ) 4 1
 DH6306
 DH6306.Superseded values are not recommended for survey control.
 DH6306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6306.See file dsdata.txt to determine how the superseded data were derived.
 DH6306
 DH6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5959425673(NAD 83)
 DH6306_MARKER: DD = SURVEY DISK
 DH6306_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6306+WITH SETTING: INFORMATION.
 DH6306_STAMPING: 128 MEN 21.18
 DH6306_MARK LOGO: CSRC  
 DH6306_PROJECTION: FLUSH
 DH6306_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6306+STABILITY: SURFACE MOTION
 DH6306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6306+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6306_ROD/PIPE-DEPTH: 2.1  meters
 DH6306
 DH6306  HISTORY     - Date     Condition        Report By
 DH6306  HISTORY     - 20040828 MONUMENTED       CADT
 DH6306
 DH6306                          STATION DESCRIPTION
 DH6306
 DH6306'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6306'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 12.5 KM (7.7
 DH6306'MI)  NORTHWESTERLY OF BOONVILLE ALONG U.S. HIGHWAY 128 , AND 7.5 KM
 DH6306'(4.6 MI)  SOUTHEASTERLY OF  PHILO.
 DH6306' 
 DH6306'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 253  AND 128,
 DH6306'NEAR BOONVILLE,  PROCEED 13.6 KM (8.4 MI) NORTHWESTERLY  ALONG HIGHWAY
 DH6306'128  TO POST MILE 21.18  AND THE  STATION ON THE RIGHT.
 DH6306' 
 DH6306'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6306'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M NORTHEAST OF A STEEL
 DH6306'FENCE POST AND CARSONITE MARKER, 12.0  M NORTHEAST OF THE CENTERLINE
 DH6306'OF HIGHWAY 128, 23.8 M SOUTHWEST OF A POWER POLE  BEARS  ON THE
 DH6306'SOUTHWESTERLY SIDE OF HIGHWAY 128,  AND 7.1 M NORTHEAST OF THE  EDGE
 DH6306'OF  PAVEMENT OF HIGHWAY 128.
 DH6306' 
 DH6306'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6306'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6306'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6306'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6306'EUREKA.
 DH6306' 
 DH6306'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6306'MODERNIZATION PROJECT  OF 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6302 ***********************************************************************
 DH6302  DESIGNATION -  128 MEN 34.50
 DH6302  PID         -  DH6302
 DH6302  STATE/COUNTY-  CA/MENDOCINO
 DH6302  USGS QUAD   -  ORNBAUN VALLEY (1991)
 DH6302
 DH6302                         *CURRENT SURVEY CONTROL
 DH6302  ___________________________________________________________________
 DH6302* NAD 83(2007)-  38 56 33.24260(N)    123 18 56.94712(W)     ADJUSTED  
 DH6302* NAVD 88     -       214.2    (meters)     703.     (feet)  GPS OBS   
 DH6302  ___________________________________________________________________
 DH6302  EPOCH DATE  -        2007.00
 DH6302  X           -  -2,728,406.111 (meters)                     COMP
 DH6302  Y           -  -4,151,103.341 (meters)                     COMP
 DH6302  Z           -   3,987,475.431 (meters)                     COMP
 DH6302  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 DH6302  ELLIP HEIGHT-         183.609 (meters)          (02/10/07) ADJUSTED
 DH6302  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DH6302
 DH6302  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6302  Type    PID    Designation                      North   East  Ellip
 DH6302  -------------------------------------------------------------------
 DH6302  NETWORK DH6302 128 MEN 34.50                     1.63   1.49   3.67
 DH6302  -------------------------------------------------------------------
 DH6302
 DH6302.The horizontal coordinates were established by GPS observations
 DH6302.and adjusted by the National Geodetic Survey in February 2007.
 DH6302
 DH6302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6302.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6302.The horizontal coordinates are valid at the epoch date displayed above.
 DH6302.The epoch date for horizontal control is a decimal equivalence
 DH6302.of Year/Month/Day.
 DH6302
 DH6302.The orthometric height was determined by GPS observations and a
 DH6302.high-resolution geoid model.
 DH6302
 DH6302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6302
 DH6302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6302
 DH6302.The ellipsoidal height was determined by GPS observations
 DH6302.and is referenced to NAD 83.
 DH6302
 DH6302.The geoid height was determined by GEOID03.
 DH6302
 DH6302;                    North         East     Units Scale Factor Converg.
 DH6302;SPC CA 2     -   642,457.458 1,885,936.642   MT  0.99991773   -0 49 46.5
 DH6302;SPC CA 2     - 2,107,795.84  6,187,443.80   sFT  0.99991773   -0 49 46.5
 DH6302;UTM  10      - 4,310,450.668   472,630.586   MT  0.99960922   -0 11 54.6
 DH6302
 DH6302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6302!SPC CA 2     -   0.99997119  x   0.99991773  =   0.99988893
 DH6302!UTM  10      -   0.99997119  x   0.99960922  =   0.99958042
 DH6302
 DH6302                          SUPERSEDED SURVEY CONTROL
 DH6302
 DH6302  NAD 83(1998)-  38 56 33.23983(N)    123 18 56.94441(W) AD(2004.69) B
 DH6302  ELLIP H (09/28/05)  183.610  (m)                       GP(       ) 4 1
 DH6302
 DH6302.Superseded values are not recommended for survey control.
 DH6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6302.See file dsdata.txt to determine how the superseded data were derived.
 DH6302
 DH6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7263110451(NAD 83)
 DH6302_MARKER: DD = SURVEY DISK
 DH6302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6302_STAMPING: 128 MEN 34.50
 DH6302_MARK LOGO: CSRC  
 DH6302_PROJECTION: FLUSH
 DH6302_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6302+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6302_ROD/PIPE-DEPTH: 3.7  meters
 DH6302
 DH6302  HISTORY     - Date     Condition        Report By
 DH6302  HISTORY     - 20040828 MONUMENTED       CADT
 DH6302
 DH6302                          STATION DESCRIPTION
 DH6302
 DH6302'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6302'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 9.1 KM (5.6
 DH6302'MI) NORTHWESTERLY  ALONG U.S. HIGHWAY 128 FROM YORKVILLE AND 11.0 KM
 DH6302'(6.8 MI) SOUTHEASTERLY OF BOONVILLE.
 DH6302' 
 DH6302'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 253 AND 128,
 DH6302'NEAR BOONVILLE,  PROCEED 7.97 KM (4.92 MI) SOUTHEASTERLY ALONG HIGHWAY
 DH6302'128 TO  A BRIDGE AT SHEARING  CREEK, CONTINUE SOUTHEAST TO POST MILE
 DH6302'34.50  AND THE STATION ON THE LEFT.
 DH6302' 
 DH6302'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6302'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M NORTHEAST A STEEL FENCE
 DH6302'POST AND CARSONITE MARKER, 11.3  M  NORTHEAST OF THE CENTERLINE OF
 DH6302'HIGHWAY 128,  10.6 M SOUTHEASTERLY OF THE SOUTHEAST  BRIDGE ABUTMENT,
 DH6302'11.9 M SOUTHEAST OF A 6IN X 6IN CONCRETE POST, AND 6.7 M NORTHEAST OF
 DH6302'THE EDGE OF PAVEMENT OF HIGHWAY 128.
 DH6302' 
 DH6302'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6302'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6302'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6302'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6302'EUREKA.
 DH6302' 
 DH6302'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6302'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6307 ***********************************************************************
 DH6307  DESIGNATION -  128 MEN 6.98
 DH6307  PID         -  DH6307
 DH6307  STATE/COUNTY-  CA/MENDOCINO
 DH6307  USGS QUAD   -  ELK (1960)
 DH6307
 DH6307                         *CURRENT SURVEY CONTROL
 DH6307  ___________________________________________________________________
 DH6307* NAD 83(2007)-  39 09 57.09023(N)    123 38 44.92853(W)     ADJUSTED  
 DH6307* NAVD 88     -        17.5    (meters)      57.     (feet)  GPS OBS   
 DH6307  ___________________________________________________________________
 DH6307  EPOCH DATE  -        2007.00
 DH6307  X           -  -2,743,530.460 (meters)                     COMP
 DH6307  Y           -  -4,122,190.575 (meters)                     COMP
 DH6307  Z           -   4,006,601.229 (meters)                     COMP
 DH6307  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 DH6307  ELLIP HEIGHT-         -13.740 (meters)          (02/10/07) ADJUSTED
 DH6307  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DH6307
 DH6307  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6307  Type    PID    Designation                      North   East  Ellip
 DH6307  -------------------------------------------------------------------
 DH6307  NETWORK DH6307 128 MEN 6.98                      1.33   1.31   3.57
 DH6307  -------------------------------------------------------------------
 DH6307
 DH6307.The horizontal coordinates were established by GPS observations
 DH6307.and adjusted by the National Geodetic Survey in February 2007.
 DH6307
 DH6307.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6307.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6307.The horizontal coordinates are valid at the epoch date displayed above.
 DH6307.The epoch date for horizontal control is a decimal equivalence
 DH6307.of Year/Month/Day.
 DH6307
 DH6307.The orthometric height was determined by GPS observations and a
 DH6307.high-resolution geoid model.
 DH6307
 DH6307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6307
 DH6307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6307
 DH6307.The ellipsoidal height was determined by GPS observations
 DH6307.and is referenced to NAD 83.
 DH6307
 DH6307.The geoid height was determined by GEOID03.
 DH6307
 DH6307;                    North         East     Units Scale Factor Converg.
 DH6307;SPC CA 2     -   667,706.404 1,857,782.316   MT  0.99991567   -1 02 15.5
 DH6307;SPC CA 2     - 2,190,633.43  6,095,074.15   sFT  0.99991567   -1 02 15.5
 DH6307;UTM  10      - 4,335,380.918   444,208.430   MT  0.99963833   -0 24 28.4
 DH6307
 DH6307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6307!SPC CA 2     -   1.00000216  x   0.99991567  =   0.99991783
 DH6307!UTM  10      -   1.00000216  x   0.99963833  =   0.99964048
 DH6307
 DH6307                          SUPERSEDED SURVEY CONTROL
 DH6307
 DH6307  NAD 83(1998)-  39 09 57.08729(N)    123 38 44.92564(W) AD(2004.69) B
 DH6307  ELLIP H (09/28/05)  -13.731  (m)                       GP(       ) 4 1
 DH6307
 DH6307.Superseded values are not recommended for survey control.
 DH6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6307.See file dsdata.txt to determine how the superseded data were derived.
 DH6307
 DH6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4420835381(NAD 83)
 DH6307_MARKER: DD = SURVEY DISK
 DH6307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6307+WITH SETTING: INFORMATION.
 DH6307_STAMPING: 128 MEN 6.98
 DH6307_MARK LOGO: CSRC  
 DH6307_PROJECTION: FLUSH
 DH6307_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6307+STABILITY: SURFACE MOTION
 DH6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6307+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 DH6307_ROD/PIPE-DEPTH: 1.6  meters
 DH6307
 DH6307  HISTORY     - Date     Condition        Report By
 DH6307  HISTORY     - 20040920 MONUMENTED       CADT
 DH6307
 DH6307                          STATION DESCRIPTION
 DH6307
 DH6307'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6307'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 11.3 KM (7.0
 DH6307'MI) SOUTHEASTERLY  OF U.S. HIGHWAYS 1 AND128,  AND 15.6 KM (9.6 MI)
 DH6307'NORTHWESTERLY ALONG HIGHWAY 128 FROM  PHILO.
 DH6307' 
 DH6307'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 1 AND 128
 DH6307'PROCEED 11.31 KM (6.98  MI)  SOUTHEASTERLY ALONG HIGHWAY 128 TO POST
 DH6307'MILE 6.98 TO THE STATION IN A SMALL TURN-OUT  ON THE RIGHT.
 DH6307' 
 DH6307'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6307'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M SOUTHWEST OF A STEEL
 DH6307'FENCE POST AND CARSONITE MARKER,  8.3  M SOUTHWEST OF THE CENTERLINE
 DH6307'OF HIGHWAY 128, 45.7 M SOUTHEAST OF A CULVERT AT POST  MILE MARKER
 DH6307'7.01 ON THE SOUTHWESTERLY SIDE OF HIGHWAY 128, AND 4. 6 M SOUTHWEST OF
 DH6307'THE   EDGE OF PAVEMENT OF HIGHWAY 128.
 DH6307' 
 DH6307'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6307'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6307'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6307'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6307'EUREKA.
 DH6307' 
 DH6307'THE STATION WAS OCCUPIED AS PART OF  THE NROS (CALTRANS) HEIGHT
 DH6307'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2857 ***********************************************************************
 GU2857  DESIGNATION -  128.48 L
 GU2857  PID         -  GU2857
 GU2857  STATE/COUNTY-  CA/FRESNO
 GU2857  USGS QUAD   -  CANTUA CREEK (1984)
 GU2857
 GU2857                         *CURRENT SURVEY CONTROL
 GU2857  ___________________________________________________________________
 GU2857* NAD 83(1986)-  36 30 06.     (N)    120 21 16.     (W)     SCALED    
 GU2857* NAVD 88     -       102.13   (+/-2cm)     335.1    (feet)  VERTCON   
 GU2857  ___________________________________________________________________
 GU2857  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU2857  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2857
 GU2857.The horizontal coordinates were scaled from a topographic map and have
 GU2857.an estimated accuracy of +/- 6 seconds.
 GU2857
 GU2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2857.The vertical order pertains to the NGVD 29 superseded value.
 GU2857
 GU2857.The geoid height was determined by GEOID03.
 GU2857
 GU2857;                    North         East    Units  Estimated Accuracy
 GU2857;SPC CA 4     -   630,500.    1,878,670.      MT  (+/- 180 meters Scaled)
 GU2857
 GU2857                          SUPERSEDED SURVEY CONTROL
 GU2857
 GU2857  NGVD 29 (??/??/92)  101.288  (m)          332.31   (f) ADJ UNCH    1 1
 GU2857
 GU2857.Superseded values are not recommended for survey control.
 GU2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2857.See file dsdata.txt to determine how the superseded data were derived.
 GU2857
 GU2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF369428(NAD 83)
 GU2857_MARKER: DD = SURVEY DISK
 GU2857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2857_SP_SET: CURB
 GU2857_STAMPING: 128.48 L
 GU2857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2857
 GU2857  HISTORY     - Date     Condition        Report By
 GU2857  HISTORY     - UNK      MONUMENTED       BOR
 GU2857  HISTORY     - 1967     GOOD             NGS
 GU2857  HISTORY     - 1975     GOOD             NGS
 GU2857  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU2857
 GU2857                          STATION DESCRIPTION
 GU2857
 GU2857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2857'41.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU2857'41.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU2857'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 29, IN THE TOP AND 1.3
 GU2857'FEET WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF CLARKSON
 GU2857'AVENUE BRIDGE OVER THE AQUEDUCT, 15 FEET NORTH OF THE CENTER
 GU2857'LINE OF THE AVENUE, 30 FEET WEST OF THE CENTER LINE OF THE EAST
 GU2857'LEVEE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU2857
 GU2857                          STATION RECOVERY (1975)
 GU2857
 GU2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU2857'RECOVERED IN GOOD CONDITION.
 GU2857
 GU2857                          STATION RECOVERY (1988)
 GU2857
 GU2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4152 ***********************************************************************
 GU4152  DESIGNATION -  128.48 L RESET
 GU4152  PID         -  GU4152
 GU4152  STATE/COUNTY-  CA/FRESNO
 GU4152  USGS QUAD   -  CANTUA CREEK (1984)
 GU4152
 GU4152                         *CURRENT SURVEY CONTROL
 GU4152  ___________________________________________________________________
 GU4152* NAD 83(1986)-  36 30 06.     (N)    120 21 16.     (W)     SCALED    
 GU4152* NAVD 88     -       102.964  (meters)     337.81   (feet)  ADJUSTED  
 GU4152  ___________________________________________________________________
 GU4152  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU4152  DYNAMIC HT  -         102.875 (meters)     337.52  (feet)  COMP
 GU4152  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 GU4152
 GU4152  VERT ORDER  -  FIRST     CLASS II
 GU4152
 GU4152.The horizontal coordinates were scaled from a topographic map and have
 GU4152.an estimated accuracy of +/- 6 seconds.
 GU4152
 GU4152.The orthometric height was determined by differential leveling
 GU4152.and adjusted in June 1991.
 GU4152
 GU4152.The geoid height was determined by GEOID03.
 GU4152
 GU4152.The dynamic height is computed by dividing the NAVD 88
 GU4152.geopotential number by the normal gravity value computed on the
 GU4152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4152.degrees latitude (g = 980.6199 gals.).
 GU4152
 GU4152.The modeled gravity was interpolated from observed gravity values.
 GU4152
 GU4152;                    North         East    Units  Estimated Accuracy
 GU4152;SPC CA 4     -   630,500.    1,878,670.      MT  (+/- 180 meters Scaled)
 GU4152
 GU4152                          SUPERSEDED SURVEY CONTROL
 GU4152
 GU4152.No superseded survey control is available for this station.
 GU4152
 GU4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF369428(NAD 83)
 GU4152_MARKER: DB = BENCH MARK DISK
 GU4152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU4152_SP_SET: CURB
 GU4152_STAMPING: 128.48 L RESET 1984 X
 GU4152_MARK LOGO: BOR   
 GU4152_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4152+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1988
 GU4152
 GU4152  HISTORY     - Date     Condition        Report By
 GU4152  HISTORY     - 1984     MONUMENTED       BOR
 GU4152  HISTORY     - 19881207 GOOD             NGS
 GU4152
 GU4152                          STATION DESCRIPTION
 GU4152
 GU4152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 GU4152'67.2 KM (41.75 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM
 GU4152'THE DOS AMIGOS PUMP HOUSE, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 GU4152'EAST END OF THE NORTH CONCRETE CURB OF THE CLARKSON AVENUE BRIDGE
 GU4152'SPANNING THE AQUEDUCT, 5.2 M (17.1 FT) NORTH OF THE CENTERLINE OF THE
 GU4152'AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2858 ***********************************************************************
 GU2858  DESIGNATION -  128.48 R
 GU2858  PID         -  GU2858
 GU2858  STATE/COUNTY-  CA/FRESNO
 GU2858  USGS QUAD   -  CANTUA CREEK (1984)
 GU2858
 GU2858                         *CURRENT SURVEY CONTROL
 GU2858  ___________________________________________________________________
 GU2858* NAD 83(1986)-  36 30 05.     (N)    120 21 18.     (W)     SCALED    
 GU2858* NAVD 88     -       102.14   (+/-2cm)     335.1    (feet)  VERTCON   
 GU2858  ___________________________________________________________________
 GU2858  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU2858  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2858
 GU2858.The horizontal coordinates were scaled from a topographic map and have
 GU2858.an estimated accuracy of +/- 6 seconds.
 GU2858
 GU2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2858.The vertical order pertains to the NGVD 29 superseded value.
 GU2858
 GU2858.The geoid height was determined by GEOID03.
 GU2858
 GU2858;                    North         East    Units  Estimated Accuracy
 GU2858;SPC CA 4     -   630,470.    1,878,620.      MT  (+/- 180 meters Scaled)
 GU2858
 GU2858                          SUPERSEDED SURVEY CONTROL
 GU2858
 GU2858  NGVD 29 (??/??/92)  101.291  (m)          332.32   (f) ADJ UNCH    1 1
 GU2858
 GU2858.Superseded values are not recommended for survey control.
 GU2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2858.See file dsdata.txt to determine how the superseded data were derived.
 GU2858
 GU2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF368428(NAD 83)
 GU2858_MARKER: DB = BENCH MARK DISK
 GU2858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2858_SP_SET: CURB
 GU2858_STAMPING: 128.48 R
 GU2858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2858
 GU2858  HISTORY     - Date     Condition        Report By
 GU2858  HISTORY     - UNK      MONUMENTED       BOR
 GU2858  HISTORY     - 1969     GOOD             NGS
 GU2858  HISTORY     - 1975     GOOD             NGS
 GU2858  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU2858
 GU2858                          STATION DESCRIPTION
 GU2858
 GU2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2858'41.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU2858'41.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU2858'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 29, IN THE TOP AND 0.5
 GU2858'FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF CLARKSON
 GU2858'AVENUE BRIDGE OVER THE AQUEDUCT, 15 FEET SOUTH OF THE CENTER
 GU2858'LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU2858
 GU2858                          STATION RECOVERY (1975)
 GU2858
 GU2858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU2858'RECOVERED IN GOOD CONDITION.
 GU2858
 GU2858                          STATION RECOVERY (1988)
 GU2858
 GU2858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2859 ***********************************************************************
 GU2859  DESIGNATION -  128.57 R
 GU2859  PID         -  GU2859
 GU2859  STATE/COUNTY-  CA/FRESNO
 GU2859  USGS QUAD   -  CANTUA CREEK (1984)
 GU2859
 GU2859                         *CURRENT SURVEY CONTROL
 GU2859  ___________________________________________________________________
 GU2859* NAD 83(1986)-  36 30 00.     (N)    120 21 16.     (W)     SCALED    
 GU2859* NAVD 88     -        99.94   (+/-2cm)     327.9    (feet)  VERTCON   
 GU2859  ___________________________________________________________________
 GU2859  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU2859  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2859
 GU2859.The horizontal coordinates were scaled from a topographic map and have
 GU2859.an estimated accuracy of +/- 6 seconds.
 GU2859
 GU2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2859.The vertical order pertains to the NGVD 29 superseded value.
 GU2859
 GU2859.The geoid height was determined by GEOID03.
 GU2859
 GU2859;                    North         East    Units  Estimated Accuracy
 GU2859;SPC CA 4     -   630,310.    1,878,670.      MT  (+/- 180 meters Scaled)
 GU2859
 GU2859                          SUPERSEDED SURVEY CONTROL
 GU2859
 GU2859  NGVD 29 (??/??/92)   99.092  (m)          325.10   (f) ADJ UNCH    1 1
 GU2859
 GU2859.Superseded values are not recommended for survey control.
 GU2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2859.See file dsdata.txt to determine how the superseded data were derived.
 GU2859
 GU2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF369426(NAD 83)
 GU2859_MARKER: DD = SURVEY DISK
 GU2859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2859_SP_SET: TURNOUT STRUCTURE
 GU2859_STAMPING: 128.57 R
 GU2859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2859
 GU2859  HISTORY     - Date     Condition        Report By
 GU2859  HISTORY     - UNK      MONUMENTED       BOR
 GU2859  HISTORY     - 1967     GOOD             NGS
 GU2859  HISTORY     - 1975     GOOD             NGS
 GU2859  HISTORY     - 19881206 MARK NOT FOUND   NGS
 GU2859
 GU2859                          STATION DESCRIPTION
 GU2859
 GU2859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2859'41.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU2859'41.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU2859'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 32, IN THE TOP OF THE
 GU2859'CENTER OF A CONCRETE TURNOUT STRUCTURE ON THE SOUTHWEST LEVEE,
 GU2859'30 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE
 GU2859'ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE
 GU2859'LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU2859
 GU2859                          STATION RECOVERY (1975)
 GU2859
 GU2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU2859'RECOVERED IN GOOD CONDITION.
 GU2859
 GU2859                          STATION RECOVERY (1988)
 GU2859
 GU2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1368 ***********************************************************************
 GU1368  DESIGNATION -  128.75 L
 GU1368  PID         -  GU1368
 GU1368  STATE/COUNTY-  CA/FRESNO
 GU1368  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1368
 GU1368                         *CURRENT SURVEY CONTROL
 GU1368  ___________________________________________________________________
 GU1368* NAD 83(1986)-  36 29 52.     (N)    120 21 07.     (W)     SCALED    
 GU1368* NAVD 88     -       100.28   (+/-2cm)     329.0    (feet)  VERTCON   
 GU1368  ___________________________________________________________________
 GU1368  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU1368  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1368
 GU1368.The horizontal coordinates were scaled from a topographic map and have
 GU1368.an estimated accuracy of +/- 6 seconds.
 GU1368
 GU1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1368.The vertical order pertains to the NGVD 29 superseded value.
 GU1368
 GU1368.The geoid height was determined by GEOID03.
 GU1368
 GU1368;                    North         East    Units  Estimated Accuracy
 GU1368;SPC CA 4     -   630,060.    1,878,890.      MT  (+/- 180 meters Scaled)
 GU1368
 GU1368                          SUPERSEDED SURVEY CONTROL
 GU1368
 GU1368  NGVD 29 (??/??/92)   99.435  (m)          326.23   (f) ADJ UNCH    1 1
 GU1368
 GU1368.Superseded values are not recommended for survey control.
 GU1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1368.See file dsdata.txt to determine how the superseded data were derived.
 GU1368
 GU1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF371424(NAD 83)
 GU1368_MARKER: DD = SURVEY DISK
 GU1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1368_SP_SET: CONCRETE LINING
 GU1368_STAMPING: 128.75 L
 GU1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1368
 GU1368  HISTORY     - Date     Condition        Report By
 GU1368  HISTORY     - UNK      MONUMENTED       BOR
 GU1368  HISTORY     - 1972     GOOD             NGS
 GU1368  HISTORY     - 19890214 MARK NOT FOUND   NGS
 GU1368
 GU1368                          STATION DESCRIPTION
 GU1368
 GU1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1368'42 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1368'42.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1368'AMIGOS PUMP PLANT, 0.25 MILE SOUTH OF THE CROSSING OF CLARKSON
 GU1368'AVENUE, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 GU1368'10.0 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER, AND ABOUT LEVEL
 GU1368'WITH THE NORTHEAST LEVEE ROAD.
 GU1368
 GU1368                          STATION RECOVERY (1989)
 GU1368
 GU1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1366 ***********************************************************************
 GU1366  DESIGNATION -  128.90 L USBR
 GU1366  PID         -  GU1366
 GU1366  STATE/COUNTY-  CA/FRESNO
 GU1366  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1366
 GU1366                         *CURRENT SURVEY CONTROL
 GU1366  ___________________________________________________________________
 GU1366* NAD 83(1986)-  36 29 47.     (N)    120 21 00.     (W)     SCALED    
 GU1366* NAVD 88     -        99.53   (+/-2cm)     326.5    (feet)  VERTCON   
 GU1366  ___________________________________________________________________
 GU1366  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU1366  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1366
 GU1366.The horizontal coordinates were scaled from a topographic map and have
 GU1366.an estimated accuracy of +/- 6 seconds.
 GU1366
 GU1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1366.The vertical order pertains to the NGVD 29 superseded value.
 GU1366
 GU1366.The geoid height was determined by GEOID03.
 GU1366
 GU1366;                    North         East    Units  Estimated Accuracy
 GU1366;SPC CA 4     -   629,900.    1,879,060.      MT  (+/- 180 meters Scaled)
 GU1366
 GU1366                          SUPERSEDED SURVEY CONTROL
 GU1366
 GU1366  NGVD 29 (??/??/92)   98.69   (m)          323.8    (f) COMPUTED    1 1
 GU1366
 GU1366.Superseded values are not recommended for survey control.
 GU1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1366.See file dsdata.txt to determine how the superseded data were derived.
 GU1366
 GU1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF373422(NAD 83)
 GU1366_MARKER: DD = SURVEY DISK
 GU1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1366_SP_SET: CONCRETE LINING
 GU1366_STAMPING: 128.90 L SC 506
 GU1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1366
 GU1366  HISTORY     - Date     Condition        Report By
 GU1366  HISTORY     - UNK      MONUMENTED       BOR
 GU1366  HISTORY     - 1969     GOOD             NGS
 GU1366  HISTORY     - 1971     GOOD             NGS
 GU1366
 GU1366                          STATION DESCRIPTION
 GU1366
 GU1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU1366'42.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1366'42.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1366'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 33, IN THE TOP OF THE
 GU1366'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 71.5 FEET NORTHWEST OF
 GU1366'THE CENTER OF A STEEL LADDER, 155 FEET SOUTHWEST OF BENCH MARK S
 GU1366'1093, 1.0 FOOT SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET LOWER
 GU1366'THEN THE LEVEE ROAD.
 GU1366
 GU1366                          STATION RECOVERY (1971)
 GU1366
 GU1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3792 ***********************************************************************
 HS3792  DESIGNATION -  1286+60 USE
 HS3792  PID         -  HS3792
 HS3792  STATE/COUNTY-  CA/SAN JOAQUIN
 HS3792  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3792
 HS3792                         *CURRENT SURVEY CONTROL
 HS3792  ___________________________________________________________________
 HS3792* NAD 83(1986)-  37 49 10.     (N)    121 30 11.     (W)     SCALED    
 HS3792* NAVD 88     -         6.82   (+/-2cm)      22.4    (feet)  VERTCON   
 HS3792  ___________________________________________________________________
 HS3792  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HS3792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3792
 HS3792.The horizontal coordinates were scaled from a topographic map and have
 HS3792.an estimated accuracy of +/- 6 seconds.
 HS3792
 HS3792.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3792.The vertical order pertains to the NGVD 29 superseded value.
 HS3792
 HS3792.The geoid height was determined by GEOID03.
 HS3792
 HS3792;                    North         East    Units  Estimated Accuracy
 HS3792;SPC CA 3     -   646,910.    1,911,690.      MT  (+/- 180 meters Scaled)
 HS3792
 HS3792                          SUPERSEDED SURVEY CONTROL
 HS3792
 HS3792  NGVD 29 (??/??/92)    6.11   (m)           20.0    (f) COMPUTED    2 0
 HS3792
 HS3792.Superseded values are not recommended for survey control.
 HS3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3792.See file dsdata.txt to determine how the superseded data were derived.
 HS3792
 HS3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG317868(NAD 83)
 HS3792_MARKER: Z = SEE DESCRIPTION
 HS3792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3792
 HS3792  HISTORY     - Date     Condition        Report By
 HS3792  HISTORY     - UNK      MONUMENTED       DOD
 HS3792  HISTORY     - 1951     GOOD             NGS
 HS3792  HISTORY     - 1966     MARK NOT FOUND   NGS
 HS3792
 HS3792                          STATION DESCRIPTION
 HS3792
 HS3792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3792'2.9 MI W FROM GRANT LINE CANAL BRIDGE.
 HS3792'2.9 MILES WEST ALONG A ROAD ON THE NORTH LEVEE OF GRANT LINE
 HS3792'CANAL FROM THE GRANT LINE CANAL BRIDGE ON TRACY ROAD, 3.1 MILES
 HS3792'EAST OF CLIFTON COURT FERRY, 0.3 MILES EAST OF A METAL PUMP HOUSE,
 HS3792'0.15 MILES WEST OF A Y JUNCTION OF A FARM ROAD LEADING NORTHEAST
 HS3792'OFF THE LEVEE, 10 FEET SOUTH OF THE CENTER LINE OF THE LEVEE ROAD,
 HS3792'ON THE SOUTH SHOULDER OF THE LEVEE, 1.5 FEET EAST OF A WITNESS
 HS3792'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A WOODEN
 HS3792'PLUG IN THE TOP OF A 1-INCH IRON PIPE PROJECTING 0.1 FEET ABOVE
 HS3792'THE GROUND.
 HS3792
 HS3792                          STATION RECOVERY (1966)
 HS3792
 HS3792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0155 ***********************************************************************
 LU0155  DESIGNATION -  1287.48
 LU0155  PID         -  LU0155
 LU0155  STATE/COUNTY-  CA/SHASTA
 LU0155  USGS QUAD   -  O'BRIEN (1990)
 LU0155
 LU0155                         *CURRENT SURVEY CONTROL
 LU0155  ___________________________________________________________________
 LU0155* NAD 83(1986)-  40 49 06.     (N)    122 19 25.     (W)     SCALED    
 LU0155* NAVD 88     -       393.376  (meters)    1290.60   (feet)  ADJUSTED  
 LU0155  ___________________________________________________________________
 LU0155  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 LU0155  DYNAMIC HT  -         393.164 (meters)    1289.91  (feet)  COMP
 LU0155  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 LU0155
 LU0155  VERT ORDER  -  FIRST     CLASS II
 LU0155
 LU0155.The horizontal coordinates were scaled from a topographic map and have
 LU0155.an estimated accuracy of +/- 6 seconds.
 LU0155
 LU0155.The orthometric height was determined by differential leveling
 LU0155.and adjusted in June 1991.
 LU0155
 LU0155.The geoid height was determined by GEOID03.
 LU0155
 LU0155.The dynamic height is computed by dividing the NAVD 88
 LU0155.geopotential number by the normal gravity value computed on the
 LU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0155.degrees latitude (g = 980.6199 gals.).
 LU0155
 LU0155.The modeled gravity was interpolated from observed gravity values.
 LU0155
 LU0155;                    North         East    Units  Estimated Accuracy
 LU0155;SPC CA 1     -   664,940.    1,972,700.      MT  (+/- 180 meters Scaled)
 LU0155
 LU0155                          SUPERSEDED SURVEY CONTROL
 LU0155
 LU0155  NGVD 29 (??/??/92)  392.559  (m)         1287.92   (f) ADJ UNCH    1 2
 LU0155
 LU0155.Superseded values are not recommended for survey control.
 LU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0155.See file dsdata.txt to determine how the superseded data were derived.
 LU0155
 LU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL570188(NAD 83)
 LU0155_MARKER: DD = SURVEY DISK
 LU0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0155_SP_SET: CULVERT
 LU0155_STAMPING: 1287.48
 LU0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0155
 LU0155  HISTORY     - Date     Condition        Report By
 LU0155  HISTORY     - UNK      MONUMENTED       CADH
 LU0155  HISTORY     - 1943     GOOD             NGS
 LU0155  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0155
 LU0155                          STATION DESCRIPTION
 LU0155
 LU0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0155'12 MI S FROM DELTA.
 LU0155'12.0 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0155'DELTA, SHASTA COUNTY, AT CULVERT C 49+23, IN THE NORTH END OF THE
 LU0155'CULVERT, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 LU0155'WITH THE HIGHWAY.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 LU0155'DISK, STAMPED 1287.48.
 LU0155
 LU0155                          STATION RECOVERY (1988)
 LU0155
 LU0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0155'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1365 ***********************************************************************
 HS1365  DESIGNATION -  129
 HS1365  PID         -  HS1365
 HS1365  STATE/COUNTY-  CA/MERCED
 HS1365  USGS QUAD   -  VOLTA (1971)
 HS1365
 HS1365                         *CURRENT SURVEY CONTROL
 HS1365  ___________________________________________________________________
 HS1365* NAD 83(1986)-  37 03 25.     (N)    120 54 47.     (W)     SCALED    
 HS1365* NAVD 88     -        40.15   (+/-2cm)     131.7    (feet)  VERTCON   
 HS1365  ___________________________________________________________________
 HS1365  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 HS1365  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1365
 HS1365.The horizontal coordinates were scaled from a topographic map and have
 HS1365.an estimated accuracy of +/- 6 seconds.
 HS1365
 HS1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1365.The vertical order pertains to the NGVD 29 superseded value.
 HS1365
 HS1365.The geoid height was determined by GEOID03.
 HS1365
 HS1365;                    North         East    Units  Estimated Accuracy
 HS1365;SPC CA 3     -   561,890.    1,963,260.      MT  (+/- 180 meters Scaled)
 HS1365
 HS1365                          SUPERSEDED SURVEY CONTROL
 HS1365
 HS1365  NGVD 29 (??/??/??)   39.285  (m)          128.89   (f) ADJUSTED    1 1
 HS1365
 HS1365.Superseded values are not recommended for survey control.
 HS1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1365.See file dsdata.txt to determine how the superseded data were derived.
 HS1365
 HS1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG855032(NAD 83)
 HS1365_MARKER: P = PIPE CAP
 HS1365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1365_SP_SET: METAL PIPE IMBEDDED IN GROUND
 HS1365_STAMPING: 129.521
 HS1365_MARK LOGO: USGS  
 HS1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1365
 HS1365  HISTORY     - Date     Condition        Report By
 HS1365  HISTORY     - UNK      MONUMENTED       USGS
 HS1365  HISTORY     - 1972     GOOD             NGS
 HS1365  HISTORY     - 19881026 POOR             NGS
 HS1365
 HS1365                          STATION DESCRIPTION
 HS1365
 HS1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1365'3.4 MI W FROM LOS BANOS.
 HS1365'3.4 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF
 HS1365'SIXTH STREET AT LOS BANOS, AT THE INTERSECTION OF RAMOS ROAD NORTH
 HS1365'AND BREUNIG ROAD SOUTH, 32 FEET NORTH OF THE CENTER LINE OF THE
 HS1365'WESTBOUND LANES OF THE HIGHWAY, 46 FEET WEST OF THE CENTER LINE OF
 HS1365'RAMOS ROAD, 17 FEET WEST OF POWER POLE 120, 15 FEET WEST OF A
 HS1365'FENCE CORNER, 1.9 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A
 HS1365'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE
 HS1365'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 HS1365'GROUND.  SEC 18, T10S, R10E.
 HS1365
 HS1365                          STATION RECOVERY (1988)
 HS1365
 HS1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1365'RECOVERED IN POOR CONDITION.  THE PIPE WASS FOUND TILTED AT ABOUT 30
 HS1365'DEGREES AND LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3956 ***********************************************************************
 EW3956  DESIGNATION -  129 02280
 EW3956  PID         -  EW3956
 EW3956  STATE/COUNTY-  CA/LOS ANGELES
 EW3956  USGS QUAD   -  MINT CANYON (1995)
 EW3956
 EW3956                         *CURRENT SURVEY CONTROL
 EW3956  ___________________________________________________________________
 EW3956* NAD 83(1986)-  34 22 37.     (N)    118 28 18.     (W)     SCALED    
 EW3956* NAVD 88     -       465.12   (+/-2cm)    1526.0    (feet)  VERTCON   
 EW3956  ___________________________________________________________________
 EW3956  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EW3956  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3956
 EW3956.The horizontal coordinates were scaled from a topographic map and have
 EW3956.an estimated accuracy of +/- 6 seconds.
 EW3956
 EW3956.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3956.The vertical order pertains to the NGVD 29 superseded value.
 EW3956
 EW3956.The geoid height was determined by GEOID03.
 EW3956
 EW3956;                    North         East    Units  Estimated Accuracy
 EW3956;SPC CA 5     -   597,380.    1,956,620.      MT  (+/- 180 meters Scaled)
 EW3956
 EW3956                          SUPERSEDED SURVEY CONTROL
 EW3956
 EW3956  NGVD 29 (??/??/92)  464.296  (m)         1523.28   (f) ADJ UNCH    1 1
 EW3956
 EW3956.Superseded values are not recommended for survey control.
 EW3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3956.See file dsdata.txt to determine how the superseded data were derived.
 EW3956
 EW3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU646049(NAD 83)
 EW3956_MARKER: N = NAIL
 EW3956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3956_SP_SET: CULVERT
 EW3956_STAMPING: BM 129-02280
 EW3956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3956
 EW3956  HISTORY     - Date     Condition        Report By
 EW3956  HISTORY     - UNK      MONUMENTED       CA-037
 EW3956  HISTORY     - 1966     GOOD             CA-037
 EW3956
 EW3956                          STATION DESCRIPTION
 EW3956
 EW3956'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3956'2.8 MI SSW FROM SOLEMINT.
 EW3956'PLACERITA CANYON ROAD JUST WEST OF ENTRANCE TO PLACERITA CANYON
 EW3956'STATE AND COUNTY PARK, IN A BOX CULVERT AT MILE MARKER 3.85, 30.0
 EW3956'FEET SOUTHERLY OF CENTER OF PLACERITA CANYON ROAD, 1.5 FEET WEST
 EW3956'OF EAST END OF SOUTH HEADWALL OF CULVERT.  SET IN TOP OF
 EW3956'CONCRETE HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1336 ***********************************************************************
 EW1336  DESIGNATION -  129 LAWD
 EW1336  PID         -  EW1336
 EW1336  STATE/COUNTY-  CA/LOS ANGELES
 EW1336  USGS QUAD   -  HOLLYWOOD (1994)
 EW1336
 EW1336                         *CURRENT SURVEY CONTROL
 EW1336  ___________________________________________________________________
 EW1336* NAD 83(1986)-  34 00 24.     (N)    118 21 48.     (W)     SCALED    
 EW1336* NAVD 88     -       147.38   (+/-2cm)     483.5    (feet)  VERTCON   
 EW1336  ___________________________________________________________________
 EW1336  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EW1336  VERT ORDER  -  THIRD (See Below)
 EW1336
 EW1336.The horizontal coordinates were scaled from a topographic map and have
 EW1336.an estimated accuracy of +/- 6 seconds.
 EW1336
 EW1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1336.The vertical order pertains to the NGVD 29 superseded value.
 EW1336
 EW1336.The geoid height was determined by GEOID03.
 EW1336
 EW1336;                    North         East    Units  Estimated Accuracy
 EW1336;SPC CA 5     -   556,260.    1,966,440.      MT  (+/- 180 meters Scaled)
 EW1336
 EW1336                          SUPERSEDED SURVEY CONTROL
 EW1336
 EW1336  NGVD 29 (??/??/??)  146.61   (m)          481.0    (f) RESET       3  
 EW1336
 EW1336.Superseded values are not recommended for survey control.
 EW1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1336.See file dsdata.txt to determine how the superseded data were derived.
 EW1336
 EW1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT741637(NAD 83)
 EW1336_MARKER: DD = SURVEY DISK
 EW1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1336_SP_SET: TOWER
 EW1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1336
 EW1336  HISTORY     - Date     Condition        Report By
 EW1336  HISTORY     - UNK      MONUMENTED       CA1980
 EW1336  HISTORY     - 1964     GOOD             NGS
 EW1336
 EW1336                          STATION DESCRIPTION
 EW1336
 EW1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1336'AT LOS ANGELES.
 EW1336'AT LOS ANGELES, AT BALDWIN HILLS RESERVOIR, SET FLUSH IN THE
 EW1336'FLOOR OF THE INTAKE TOWER, 1.2 FEET WEST OF THE EAST EDGE OF
 EW1336'THE TOWER, 0.7 FOOT WEST OF THE CENTER OF THE DOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0821 ***********************************************************************
 JS0821  DESIGNATION -  129 RESET
 JS0821  PID         -  JS0821
 JS0821  STATE/COUNTY-  CA/SACRAMENTO
 JS0821  USGS QUAD   -  BUFFALO CREEK (1980)
 JS0821
 JS0821                         *CURRENT SURVEY CONTROL
 JS0821  ___________________________________________________________________
 JS0821* NAD 83(1986)-  38 37 04.     (N)    121 14 47.     (W)     SCALED    
 JS0821* NAVD 88     -        38.93   (+/-2cm)     127.7    (feet)  VERTCON   
 JS0821  ___________________________________________________________________
 JS0821  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JS0821  VERT ORDER  -  THIRD (See Below)
 JS0821
 JS0821.The horizontal coordinates were scaled from a topographic map and have
 JS0821.an estimated accuracy of +/- 6 seconds.
 JS0821
 JS0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0821.The vertical order pertains to the NGVD 29 superseded value.
 JS0821
 JS0821.The geoid height was determined by GEOID03.
 JS0821
 JS0821;                    North         East    Units  Estimated Accuracy
 JS0821;SPC CA 2     -   605,850.    2,065,630.      MT  (+/- 180 meters Scaled)
 JS0821
 JS0821                          SUPERSEDED SURVEY CONTROL
 JS0821
 JS0821  NGVD 29 (??/??/??)   38.17   (m)          125.2    (f) RESET       3  
 JS0821
 JS0821.Superseded values are not recommended for survey control.
 JS0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0821.See file dsdata.txt to determine how the superseded data were derived.
 JS0821
 JS0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH526758(NAD 83)
 JS0821_MARKER: DD = SURVEY DISK
 JS0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0821_SP_SET: BRIDGE
 JS0821_STAMPING: 1908 BB 1 RESET
 JS0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0821
 JS0821  HISTORY     - Date     Condition        Report By
 JS0821  HISTORY     - 1908     MONUMENTED       USGS
 JS0821  HISTORY     - 1954     GOOD             NGS
 JS0821  HISTORY     - 20040412 GOOD             CADT
 JS0821
 JS0821                          STATION DESCRIPTION
 JS0821
 JS0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JS0821'4.6 MI SW FROM NATOMA.
 JS0821'NIMBUS, 2 MI. W. OF CENTER OF TOP OF S. CONCRETE GUARDRAIL OF SMALL
 JS0821'BRIDGE OVER BUFFALO CREEK (C AND GS TIE) STAMPED 1908 BB1 RESET.
 JS0821
 JS0821                          STATION RECOVERY (2004)
 JS0821
 JS0821'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0820 ***********************************************************************
 JS0820  DESIGNATION -  129 USGS
 JS0820  PID         -  JS0820
 JS0820  STATE/COUNTY-  CA/SACRAMENTO
 JS0820  USGS QUAD   -  BUFFALO CREEK (1980)
 JS0820
 JS0820                         *CURRENT SURVEY CONTROL
 JS0820  ___________________________________________________________________
 JS0820* NAD 83(1986)-  38 37 04.     (N)    121 14 47.     (W)     SCALED    
 JS0820* NAVD 88     -        40.34   (+/-2cm)     132.3    (feet)  VERTCON   
 JS0820  ___________________________________________________________________
 JS0820  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JS0820  VERT ORDER  -  THIRD (See Below)
 JS0820
 JS0820.The horizontal coordinates were scaled from a topographic map and have
 JS0820.an estimated accuracy of +/- 6 seconds.
 JS0820
 JS0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0820.The vertical order pertains to the NGVD 29 superseded value.
 JS0820
 JS0820.The geoid height was determined by GEOID03.
 JS0820
 JS0820;                    North         East    Units  Estimated Accuracy
 JS0820;SPC CA 2     -   605,850.    2,065,630.      MT  (+/- 180 meters Scaled)
 JS0820
 JS0820                          SUPERSEDED SURVEY CONTROL
 JS0820
 JS0820  NGVD 29 (??/??/??)   39.58   (m)          129.9    (f) RESET       3  
 JS0820
 JS0820.Superseded values are not recommended for survey control.
 JS0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0820.See file dsdata.txt to determine how the superseded data were derived.
 JS0820
 JS0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH526758(NAD 83)
 JS0820_MARKER: DD = SURVEY DISK
 JS0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0820_SP_SET: CULVERT
 JS0820_STAMPING: 129 B PBM B1 1908
 JS0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0820
 JS0820  HISTORY     - Date     Condition        Report By
 JS0820  HISTORY     - 1908     MONUMENTED       USGS
 JS0820  HISTORY     - 1934     GOOD             NGS
 JS0820
 JS0820                          STATION DESCRIPTION
 JS0820
 JS0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0820'4.6 MI SW FROM NATOMA.
 JS0820'4.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM NATOMA, SACRAMENTO
 JS0820'COUNTY, AT A DOUBLE CULVERT AT HIGHWAY STATION 597+25, IN THE TOP
 JS0820'OF THE SOUTH HEADWALL, AND DIRECTLY OVER THE DIVIDING WALL.  A
 JS0820'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 129 B
 JS0820'PBM B1 1908.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1639 ***********************************************************************
 EW1639  DESIGNATION -  129.284 C OF LA
 EW1639  PID         -  EW1639
 EW1639  STATE/COUNTY-  CA/LOS ANGELES
 EW1639  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1639
 EW1639                         *CURRENT SURVEY CONTROL
 EW1639  ___________________________________________________________________
 EW1639* NAD 83(1986)-  34 03 01.     (N)    118 23 02.     (W)     SCALED    
 EW1639* NAVD 88     -        40.12   (+/-2cm)     131.6    (feet)  VERTCON   
 EW1639  ___________________________________________________________________
 EW1639  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 EW1639  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1639
 EW1639.The horizontal coordinates were scaled from a topographic map and have
 EW1639.an estimated accuracy of +/- 6 seconds.
 EW1639
 EW1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1639.The vertical order pertains to the NGVD 29 superseded value.
 EW1639
 EW1639.The geoid height was determined by GEOID03.
 EW1639
 EW1639;                    North         East    Units  Estimated Accuracy
 EW1639;SPC CA 5     -   561,110.    1,964,560.      MT  (+/- 180 meters Scaled)
 EW1639
 EW1639                          SUPERSEDED SURVEY CONTROL
 EW1639
 EW1639  NGVD 29 (??/??/92)   39.35   (m)          129.1    (f) COMPUTED    1 2
 EW1639
 EW1639.Superseded values are not recommended for survey control.
 EW1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1639.See file dsdata.txt to determine how the superseded data were derived.
 EW1639
 EW1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT722685(NAD 83)
 EW1639_MARKER: S = SPIKE
 EW1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1639_SP_SET: CATCH BASIN
 EW1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1639
 EW1639  HISTORY     - Date     Condition        Report By
 EW1639  HISTORY     - UNK      MONUMENTED       CA1980
 EW1639  HISTORY     - 1945     GOOD             NGS
 EW1639  HISTORY     - 1964     MARK NOT FOUND   NGS
 EW1639
 EW1639                          STATION DESCRIPTION
 EW1639
 EW1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1639'AT LOS ANGELES.
 EW1639'AT LOS ANGELES AT THE INTERSECTION OF ROBERTSON BOULEVARD AND
 EW1639'PICKFORD STREET, 22.7 FEET NORTH OF NORTH CURBLINE OF PICKFORD
 EW1639'STREET, IN THE EAST CURB OF ROBERTSON BOULEVARD AND IN THE SOUTH
 EW1639'END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1639
 EW1639                          STATION RECOVERY (1964)
 EW1639
 EW1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1365 ***********************************************************************
 GU1365  DESIGNATION -  129.34 L
 GU1365  PID         -  GU1365
 GU1365  STATE/COUNTY-  CA/FRESNO
 GU1365  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1365
 GU1365                         *CURRENT SURVEY CONTROL
 GU1365  ___________________________________________________________________
 GU1365* NAD 83(1986)-  36 29 34.     (N)    120 20 36.     (W)     SCALED    
 GU1365* NAVD 88     -       100.52   (+/-2cm)     329.8    (feet)  VERTCON   
 GU1365  ___________________________________________________________________
 GU1365  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GU1365  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1365
 GU1365.The horizontal coordinates were scaled from a topographic map and have
 GU1365.an estimated accuracy of +/- 6 seconds.
 GU1365
 GU1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1365.The vertical order pertains to the NGVD 29 superseded value.
 GU1365
 GU1365.The geoid height was determined by GEOID03.
 GU1365
 GU1365;                    North         East    Units  Estimated Accuracy
 GU1365;SPC CA 4     -   629,500.    1,879,650.      MT  (+/- 180 meters Scaled)
 GU1365
 GU1365                          SUPERSEDED SURVEY CONTROL
 GU1365
 GU1365  NGVD 29 (??/??/92)   99.667  (m)          326.99   (f) ADJ UNCH    1 1
 GU1365
 GU1365.Superseded values are not recommended for survey control.
 GU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1365.See file dsdata.txt to determine how the superseded data were derived.
 GU1365
 GU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF379418(NAD 83)
 GU1365_MARKER: DD = SURVEY DISK
 GU1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1365_SP_SET: CONCRETE LINING
 GU1365_STAMPING: 129.34 L
 GU1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1365
 GU1365  HISTORY     - Date     Condition        Report By
 GU1365  HISTORY     - UNK      MONUMENTED       BOR
 GU1365  HISTORY     - 1972     GOOD             NGS
 GU1365  HISTORY     - 19890214 MARK NOT FOUND   NGS
 GU1365
 GU1365                          STATION DESCRIPTION
 GU1365
 GU1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1365'42.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1365'42.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1365'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU1365'THE AQUEDUCT, AT THE TOP AND CENTER OF A STEEL LADDER, AND ABOUT
 GU1365'LEVEL WITH THE NORTHEAST LEVEE ROAD.
 GU1365
 GU1365                          STATION RECOVERY (1989)
 GU1365
 GU1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3545 ***********************************************************************
 HS3545  DESIGNATION -  129.40 SPRR
 HS3545  PID         -  HS3545
 HS3545  STATE/COUNTY-  CA/ALAMEDA
 HS3545  USGS QUAD   -  NILES (1980)
 HS3545
 HS3545                         *CURRENT SURVEY CONTROL
 HS3545  ___________________________________________________________________
 HS3545* NAD 83(1986)-  37 35 29.     (N)    121 57 21.     (W)     SCALED    
 HS3545* NAVD 88     -        39.17   (+/-2cm)     128.5    (feet)  VERTCON   
 HS3545  ___________________________________________________________________
 HS3545  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HS3545  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3545
 HS3545.The horizontal coordinates were scaled from a topographic map and have
 HS3545.an estimated accuracy of +/- 6 seconds.
 HS3545
 HS3545.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3545.The vertical order pertains to the NGVD 29 superseded value.
 HS3545
 HS3545.The geoid height was determined by GEOID03.
 HS3545
 HS3545;                    North         East    Units  Estimated Accuracy
 HS3545;SPC CA 3     -   622,120.    1,871,440.      MT  (+/- 180 meters Scaled)
 HS3545
 HS3545                          SUPERSEDED SURVEY CONTROL
 HS3545
 HS3545  NGVD 29 (??/??/92)   38.32   (m)          125.7    (f) COMPUTED    1 2
 HS3545
 HS3545.Superseded values are not recommended for survey control.
 HS3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3545.See file dsdata.txt to determine how the superseded data were derived.
 HS3545
 HS3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG921609(NAD 83)
 HS3545_MARKER: Z = SEE DESCRIPTION
 HS3545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3545_SP_SET: STEEL RAIL
 HS3545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3545
 HS3545  HISTORY     - Date     Condition        Report By
 HS3545  HISTORY     - UNK      MONUMENTED       SPRR
 HS3545  HISTORY     - 1954     POOR             NGS
 HS3545  HISTORY     - 1965     GOOD             NGS
 HS3545  HISTORY     - 1987     GOOD             USPSQD
 HS3545
 HS3545                          STATION DESCRIPTION
 HS3545
 HS3545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS3545'1.6 MI NE FROM NILES.
 HS3545'1.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3545'FROM THE STATION AT NILES, AT THE NORTH END OF STEEL TRUSS BRIDGE
 HS3545'30.78 OVER NILES CANYON ROAD AND ALAMEDA CREEK, 4 FEET WEST OF
 HS3545'THE WEST RAIL, 2 FEET EAST OF THE NORTH END OF WOODEN HAND RAIL,
 HS3545'IN TOP OF A STEEL RAIL DRIVEN IN THE GROUND PROJECTING 1.6 FEET
 HS3545'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 HS3545'NOTE-- THE RAIL IS LOOSE AND WAS NOT CONSIDERED STABLE ENOUGH
 HS3545'TO LEVEL IN MAIN LINE.
 HS3545
 HS3545                          STATION RECOVERY (1965)
 HS3545
 HS3545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS3545'RECOVERED IN GOOD CONDITION.
 HS3545
 HS3545                          STATION RECOVERY (1987)
 HS3545
 HS3545'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HS3545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4154 ***********************************************************************
 GU4154  DESIGNATION -  129.88 L RESET
 GU4154  PID         -  GU4154
 GU4154  STATE/COUNTY-  CA/FRESNO
 GU4154  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU4154
 GU4154                         *CURRENT SURVEY CONTROL
 GU4154  ___________________________________________________________________
 GU4154* NAD 83(1986)-  36 29 23.     (N)    120 20 07.     (W)     SCALED    
 GU4154* NAVD 88     -       100.891  (meters)     331.01   (feet)  ADJUSTED  
 GU4154  ___________________________________________________________________
 GU4154  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU4154  DYNAMIC HT  -         100.804 (meters)     330.72  (feet)  COMP
 GU4154  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 GU4154
 GU4154  VERT ORDER  -  FIRST     CLASS II
 GU4154
 GU4154.The horizontal coordinates were scaled from a topographic map and have
 GU4154.an estimated accuracy of +/- 6 seconds.
 GU4154
 GU4154.The orthometric height was determined by differential leveling
 GU4154.and adjusted in June 1991.
 GU4154
 GU4154.The geoid height was determined by GEOID03.
 GU4154
 GU4154.The dynamic height is computed by dividing the NAVD 88
 GU4154.geopotential number by the normal gravity value computed on the
 GU4154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4154.degrees latitude (g = 980.6199 gals.).
 GU4154
 GU4154.The modeled gravity was interpolated from observed gravity values.
 GU4154
 GU4154;                    North         East    Units  Estimated Accuracy
 GU4154;SPC CA 4     -   629,150.    1,880,370.      MT  (+/- 180 meters Scaled)
 GU4154
 GU4154                          SUPERSEDED SURVEY CONTROL
 GU4154
 GU4154.No superseded survey control is available for this station.
 GU4154
 GU4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF386415(NAD 83)
 GU4154_MARKER: DB = BENCH MARK DISK
 GU4154_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU4154+WITH SETTING: PAVEMENT
 GU4154_SP_SET: DECK
 GU4154_STAMPING: 129.88 L RESET 1984
 GU4154_MARK LOGO: BOR   
 GU4154_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU4154+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU4154
 GU4154  HISTORY     - Date     Condition        Report By
 GU4154  HISTORY     - 1984     MONUMENTED       BOR
 GU4154  HISTORY     - 19890214 GOOD             NGS
 GU4154
 GU4154                          STATION DESCRIPTION
 GU4154
 GU4154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU4154'69.4 KM (43.10 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM
 GU4154'THE DOS AMIGOS PUMP PLANT, IN TOP OF AND 0.6 M (2.0 FT) NORTHWEST
 GU4154'OF THE SOUTHEAST END OF THE CONCRETE DECK OF A TURNOUT STRUCTURE,
 GU4154'15.7 M (51.5 FT) WEST OF A FENCE CORNER, 4.3 M (14.1 FT) SOUTHWEST
 GU4154'OF THE CENTER OF THE NORTHEAST LEVEE ROAD, 2.3 M (7.5 FT)
 GU4154'NORTHEAST OF THE SOUTHWEST EDGE OF THE STRUCTURE, AND 0.3 M (1.0 FT)
 GU4154'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1359 ***********************************************************************
 GU1359  DESIGNATION -  129.88 L USBR
 GU1359  PID         -  GU1359
 GU1359  STATE/COUNTY-  CA/FRESNO
 GU1359  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1359
 GU1359                         *CURRENT SURVEY CONTROL
 GU1359  ___________________________________________________________________
 GU1359* NAD 83(1986)-  36 29 19.     (N)    120 20 05.     (W)     SCALED    
 GU1359* NAVD 88     -        99.56   (+/-2cm)     326.6    (feet)  VERTCON   
 GU1359  ___________________________________________________________________
 GU1359  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU1359  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1359
 GU1359.The horizontal coordinates were scaled from a topographic map and have
 GU1359.an estimated accuracy of +/- 6 seconds.
 GU1359
 GU1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1359.The vertical order pertains to the NGVD 29 superseded value.
 GU1359
 GU1359.The geoid height was determined by GEOID03.
 GU1359
 GU1359;                    North         East    Units  Estimated Accuracy
 GU1359;SPC CA 4     -   629,020.    1,880,410.      MT  (+/- 180 meters Scaled)
 GU1359
 GU1359                          SUPERSEDED SURVEY CONTROL
 GU1359
 GU1359  NGVD 29 (??/??/92)   98.714  (m)          323.86   (f) ADJ UNCH    1 1
 GU1359
 GU1359.Superseded values are not recommended for survey control.
 GU1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1359.See file dsdata.txt to determine how the superseded data were derived.
 GU1359
 GU1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF387414(NAD 83)
 GU1359_MARKER: DD = SURVEY DISK
 GU1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1359_SP_SET: CONCRETE TURNOUT
 GU1359_STAMPING: 129.88 L
 GU1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1359
 GU1359  HISTORY     - Date     Condition        Report By
 GU1359  HISTORY     - UNK      MONUMENTED       BOR
 GU1359  HISTORY     - 1967     GOOD             NGS
 GU1359  HISTORY     - 1971     GOOD             NGS
 GU1359
 GU1359                          STATION DESCRIPTION
 GU1359
 GU1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1359'43.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1359'43.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1359'AMIGOS PUMP PLANT, IN R15E T16S, SECTION 33, IN THE TOP OF THE
 GU1359'CENTR OF THE CONCRETE TURNOUT STRUCTURE ALONG THE NORTHEAST
 GU1359'LEVEE, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 GU1359'ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING
 GU1359'OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU1359
 GU1359                          STATION RECOVERY (1971)
 GU1359
 GU1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0581 ***********************************************************************
 DC0581  DESIGNATION -  1292.6 USGS
 DC0581  PID         -  DC0581
 DC0581  STATE/COUNTY-  CA/SAN DIEGO
 DC0581  USGS QUAD   -  EL CAJON MTN (1988)
 DC0581
 DC0581                         *CURRENT SURVEY CONTROL
 DC0581  ___________________________________________________________________
 DC0581* NAD 83(1986)-  32 59 50.     (N)    116 50 40.     (W)     SCALED    
 DC0581* NAVD 88     -       394.66   (+/-2cm)    1294.8    (feet)  VERTCON   
 DC0581  ___________________________________________________________________
 DC0581  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DC0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0581
 DC0581.The horizontal coordinates were scaled from a topographic map and have
 DC0581.an estimated accuracy of +/- 6 seconds.
 DC0581
 DC0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0581.The vertical order pertains to the NGVD 29 superseded value.
 DC0581
 DC0581.The geoid height was determined by GEOID03.
 DC0581
 DC0581;                    North         East    Units  Estimated Accuracy
 DC0581;SPC CA 6     -   592,270.    1,944,450.      MT  (+/- 180 meters Scaled)
 DC0581
 DC0581                          SUPERSEDED SURVEY CONTROL
 DC0581
 DC0581  NGVD 29 (??/??/??)  394.010  (m)         1292.68   (f) ADJUSTED    2 0
 DC0581
 DC0581.Superseded values are not recommended for survey control.
 DC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0581.See file dsdata.txt to determine how the superseded data were derived.
 DC0581
 DC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS145509(NAD 83)
 DC0581_MARKER: Q = CHISELED SQUARE
 DC0581_SETTING: 66 = SET IN ROCK OUTCROP
 DC0581_SP_SET: ROCK OUTCROP
 DC0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0581+STABILITY: POSITION/ELEVATION WELL
 DC0581
 DC0581  HISTORY     - Date     Condition        Report By
 DC0581  HISTORY     - UNK      MONUMENTED       USGS
 DC0581  HISTORY     - 1944     GOOD             NGS
 DC0581
 DC0581                          STATION DESCRIPTION
 DC0581
 DC0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0581'6.9 MI SE FROM RAMONA.
 DC0581'0.5 MILE NORTHEAST ALONG STATE HIGHWAY NO. 78 FROM THE POST OFFICE
 DC0581'AT RAMONA, THENCE 2.3 MILES SOUTHEAST ALONG COUNTY ROAD, THENCE
 DC0581'1.8 MILES SOUTHWEST ALONG ABANDONED ROAD, THENCE 0.7 MILE SOUTH
 DC0581'ALONG PRIVATE ROAD, THENCE 1.6 MILES WEST ALONG SAN VICENTE
 DC0581'VALLEY ROAD, AT A Y ROAD, CUT ON TOP OF A LARGE ROCK OUTCROP,
 DC0581'28 FEET SOUTH OF THE CENTER-LINE OF THE ROAD WEST TO RAMONA,
 DC0581'23 FEET SOUTHWEST OF THE CENTER-LINE OF ROAD SOUTHEAST TO
 DC0581'LAKESIDE, 24 FEET EAST OF REFERENCE POST.  CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9145 ***********************************************************************
 EV9145  DESIGNATION -  12B 86
 EV9145  PID         -  EV9145
 EV9145  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9145  USGS QUAD   -  MT BALDY (1988)
 EV9145
 EV9145                         *CURRENT SURVEY CONTROL
 EV9145  ___________________________________________________________________
 EV9145* NAD 83(1986)-  34 08 10.     (N)    117 37 44.     (W)     SCALED    
 EV9145* NAVD 88     -       505.404  (meters)    1658.15   (feet)  ADJUSTED  
 EV9145  ___________________________________________________________________
 EV9145  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 EV9145  DYNAMIC HT  -         504.827 (meters)    1656.25  (feet)  COMP
 EV9145  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 EV9145
 EV9145  VERT ORDER  -  FIRST     CLASS II
 EV9145
 EV9145.The horizontal coordinates were scaled from a topographic map and have
 EV9145.an estimated accuracy of +/- 6 seconds.
 EV9145
 EV9145.The orthometric height was determined by differential leveling
 EV9145.and adjusted in June 1991.
 EV9145
 EV9145.The geoid height was determined by GEOID03.
 EV9145
 EV9145.The dynamic height is computed by dividing the NAVD 88
 EV9145.geopotential number by the normal gravity value computed on the
 EV9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9145.degrees latitude (g = 980.6199 gals.).
 EV9145
 EV9145.The modeled gravity was interpolated from observed gravity values.
 EV9145
 EV9145;                    North         East    Units  Estimated Accuracy
 EV9145;SPC CA 5     -   570,620.    2,034,230.      MT  (+/- 180 meters Scaled)
 EV9145
 EV9145                          SUPERSEDED SURVEY CONTROL
 EV9145
 EV9145.No superseded survey control is available for this station.
 EV9145
 EV9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT420774(NAD 83)
 EV9145_MARKER: DD = SURVEY DISK
 EV9145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV9145_SP_SET: RETAINING WALL
 EV9145_STAMPING: CITY OF UPLAND BM 12B-86
 EV9145_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9145+STABILITY: SURFACE MOTION
 EV9145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV9145+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989
 EV9145
 EV9145  HISTORY     - Date     Condition        Report By
 EV9145  HISTORY     - UNK      MONUMENTED       LOCENG
 EV9145  HISTORY     - 19890504 GOOD             NGS
 EV9145
 EV9145                          STATION DESCRIPTION
 EV9145
 EV9145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EV9145'2.7 KM WEST ALONG 19TH STREET FROM THE ALTA LOMA POST OFFICE AND
 EV9145'AMETHYST AVE THENCE 0.4KM NORTHERLY ALONG A PAVED ROAD PARALLELLING
 EV9145'THE CUCAMONGA CREEK CHANNEL ON ITS WEST SIDE SET IN TOP OF THE SOUTH
 EV9145'END OF A 42 FOOT X 12 FOOT CONCRETE GATE CONTROL STRUCTURE ON THE
 EV9145'WEST SIDE OF THE CUCAMONGA CREEK FLOOD CONTROL CHANNEL 30.5M(100.1FT)
 EV9145'S OF THE EXTENDED CENTER OF HIGHLAND AVE 3.2M(10.5FT) W OF THE EAST
 EV9145'EDGE OF THE WEST WALL OF THE MAIN CHANNEL 2.0M(6.6FT) E OF THE CENTER
 EV9145'OF AN ASPHALT ROAD PARALLELLING THE CHANNEL 0.7M(2.3FT) E OF THE
 EV9145'SOUTHWEST CORNER OF THE STRUCTURE 0.2M(0.7FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0697 ***********************************************************************
 DX0697  DESIGNATION -  13
 DX0697  PID         -  DX0697
 DX0697  STATE/COUNTY-  CA/RIVERSIDE
 DX0697  USGS QUAD   -  INDIO (1972)
 DX0697
 DX0697                         *CURRENT SURVEY CONTROL
 DX0697  ___________________________________________________________________
 DX0697* NAD 83(1986)-  33 43 35.     (N)    116 13 39.     (W)     SCALED    
 DX0697* NAVD 88     -         0.232  (meters)       0.76   (feet)  ADJUSTED  
 DX0697  ___________________________________________________________________
 DX0697  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DX0697  DYNAMIC HT  -           0.231 (meters)       0.76  (feet)  COMP
 DX0697  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 DX0697  OBS GRAVITY -     979,522.5   (mgal)                       GRAV_OBS
 DX0697
 DX0697  VERT ORDER  -  FIRST     CLASS I
 DX0697
 DX0697.The horizontal coordinates were scaled from a topographic map and have
 DX0697.an estimated accuracy of +/- 6 seconds.
 DX0697
 DX0697.The orthometric height was determined by differential leveling
 DX0697.and adjusted in June 1991.
 DX0697
 DX0697.The geoid height was determined by GEOID03.
 DX0697
 DX0697.The dynamic height is computed by dividing the NAVD 88
 DX0697.geopotential number by the normal gravity value computed on the
 DX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0697.degrees latitude (g = 980.6199 gals.).
 DX0697
 DX0697.The modeled gravity was interpolated from observed gravity values.
 DX0697.The observed gravity was obtained from relative gravimeter ties
 DX0697.to the IGSN71 gravity network.
 DX0697
 DX0697;                    North         East    Units  Estimated Accuracy
 DX0697;SPC CA 6     -   672,980.    2,002,090.      MT  (+/- 180 meters Scaled)
 DX0697
 DX0697                          SUPERSEDED SURVEY CONTROL
 DX0697
 DX0697  NGVD 29 (??/??/92)   -0.434  (m)           -1.42   (f) ADJ UNCH    1 1
 DX0697
 DX0697.Superseded values are not recommended for survey control.
 DX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0697.See file dsdata.txt to determine how the superseded data were derived.
 DX0697
 DX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT715320(NAD 83)
 DX0697_MARKER: DD = SURVEY DISK
 DX0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0697_SP_SET: CONCRETE POST
 DX0697_STAMPING: 13
 DX0697_MARK LOGO: CADH  
 DX0697_PROJECTION: FLUSH
 DX0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0697+STABILITY: SURFACE MOTION
 DX0697
 DX0697  HISTORY     - Date     Condition        Report By
 DX0697  HISTORY     - UNK      MONUMENTED       CADH
 DX0697  HISTORY     - 1955     GOOD             NGS
 DX0697  HISTORY     - 1968     GOOD             CA-065
 DX0697  HISTORY     - 1978     GOOD             NGS
 DX0697  HISTORY     - 1988     GOOD             NGS
 DX0697
 DX0697                          STATION DESCRIPTION
 DX0697
 DX0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0697'AT INDIO.
 DX0697'AT INDIO, 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE
 DX0697'SOUTHERN PACIFIC COMPANY RAILROAD STATION, IN THE APPROXIMATE
 DX0697'CENTER OF THE TRAFFIC ISLAND DIVIDING THE HIGHWAY, 105 FEET
 DX0697'NORTHWEST OF THE PROLONGATION OF THE CENTER LINE OF PALM STREET,
 DX0697'8.6 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST
 DX0697'TRAFFIC LANE, 8.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 DX0697'SOUTHWEST TRAFFIC LANE, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY,
 DX0697'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 DX0697'THE GROUND.
 DX0697
 DX0697                          STATION RECOVERY (1968)
 DX0697
 DX0697'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0697'RECOVERED IN GOOD CONDITION.
 DX0697
 DX0697                          STATION RECOVERY (1978)
 DX0697
 DX0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0697'U.S. 99 IS STATE HIGHWAY 86.
 DX0697
 DX0697                          STATION RECOVERY (1988)
 DX0697
 DX0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0697'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.2 KM (1.35
 DX0697'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0697'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, IN THE
 DX0697'AVENUE MEDIAN, 32.0 M (105.0 FT) NORTHWEST OF THE CENTER OF PALM
 DX0697'STREET, 2.6 M (8.5 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE MEDIAN,
 DX0697'2.6 M (8.5 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN.
 DX0697'THE MARK IS 0.2 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0216 ***********************************************************************
 DX0216  DESIGNATION -  13
 DX0216  PID         -  DX0216
 DX0216  STATE/COUNTY-  CA/SAN DIEGO
 DX0216  USGS QUAD   -  JULIAN (1988)
 DX0216
 DX0216                         *CURRENT SURVEY CONTROL
 DX0216  ___________________________________________________________________
 DX0216* NAD 83(1986)-  33 04 17.     (N)    116 33 13.     (W)     SCALED    
 DX0216* NAVD 88     -       867.515  (meters)    2846.17   (feet)  READJUSTED
 DX0216  ___________________________________________________________________
 DX0216  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DX0216  DYNAMIC HT  -         866.400 (meters)    2842.51  (feet)  COMP
 DX0216  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 DX0216
 DX0216  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0216
 DX0216.The horizontal coordinates were scaled from a topographic map and have
 DX0216.an estimated accuracy of +/- 6 seconds.
 DX0216
 DX0216.The orthometric height was determined by differential leveling
 DX0216.and adjusted in February 1993.
 DX0216.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0216.distribution rate of 0.0 thru 1.0 mm/km.
 DX0216.The height was derived from older observations constrained to new
 DX0216.heights in a crustal motion area.  The height is approximate in
 DX0216.relation to other heights in its vicinity.
 DX0216
 DX0216.The geoid height was determined by GEOID03.
 DX0216
 DX0216.The dynamic height is computed by dividing the NAVD 88
 DX0216.geopotential number by the normal gravity value computed on the
 DX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0216.degrees latitude (g = 980.6199 gals.).
 DX0216
 DX0216.The modeled gravity was interpolated from observed gravity values.
 DX0216
 DX0216;                    North         East    Units  Estimated Accuracy
 DX0216;SPC CA 6     -   600,380.    1,971,650.      MT  (+/- 180 meters Scaled)
 DX0216
 DX0216                          SUPERSEDED SURVEY CONTROL
 DX0216
 DX0216  NGVD 29 (??/??/92)  866.778  (m)         2843.75   (f) ADJ UNCH    1 1
 DX0216
 DX0216.Superseded values are not recommended for survey control.
 DX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0216.See file dsdata.txt to determine how the superseded data were derived.
 DX0216
 DX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS416592(NAD 83)
 DX0216_MARKER: DD = SURVEY DISK
 DX0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0216_STAMPING: NO 13 SD 198 E ELEV 2843.675 FT
 DX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0216+STABILITY: SURFACE MOTION
 DX0216
 DX0216  HISTORY     - Date     Condition        Report By
 DX0216  HISTORY     - UNK      MONUMENTED       CADH
 DX0216  HISTORY     - 1968     GOOD             CA-073
 DX0216  HISTORY     - 1970     GOOD             CA-073
 DX0216  HISTORY     - 1978     GOOD             NGS
 DX0216
 DX0216                          STATION DESCRIPTION
 DX0216
 DX0216'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0216'6 MI E FROM JULIAN.
 DX0216'6.0 MILES EAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DX0216'JULIAN, 1.0 MILE NORTHWEST OF THE BANNER STORE, ON THE OUTSIDE
 DX0216'OF A CURVE, 27.8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DX0216'1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN
 DX0216'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DX0216'0.3 FOOT ABOVE THE GROUND.  A STANDARD BRONZE DISK STAMPED NO
 DX0216'13 SD 198 E ELEV 2843.675 FT.  T13S R4E 03.
 DX0216
 DX0216                          STATION RECOVERY (1970)
 DX0216
 DX0216'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0216'RECOVERED IN GOOD CONDITION.
 DX0216
 DX0216                          STATION RECOVERY (1978)
 DX0216
 DX0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0897 ***********************************************************************
 HR0897  DESIGNATION -  13
 HR0897  PID         -  HR0897
 HR0897  STATE/COUNTY-  CA/TUOLUMNE
 HR0897  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0897
 HR0897                         *CURRENT SURVEY CONTROL
 HR0897  ___________________________________________________________________
 HR0897* NAD 83(1986)-  37 52 28.     (N)    119 53 46.     (W)     SCALED    
 HR0897* NAVD 88     -      1297.81   (+/-2cm)    4257.9    (feet)  VERTCON   
 HR0897  ___________________________________________________________________
 HR0897  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 HR0897  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0897
 HR0897.The horizontal coordinates were scaled from a topographic map and have
 HR0897.an estimated accuracy of +/- 6 seconds.
 HR0897
 HR0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0897.The vertical order pertains to the NGVD 29 superseded value.
 HR0897
 HR0897.The geoid height was determined by GEOID03.
 HR0897
 HR0897;                    North         East    Units  Estimated Accuracy
 HR0897;SPC CA 3     -   652,710.    2,053,130.      MT  (+/- 180 meters Scaled)
 HR0897
 HR0897                          SUPERSEDED SURVEY CONTROL
 HR0897
 HR0897  NGVD 29 (??/??/92) 1296.911  (m)         4254.95   (f) ADJ UNCH    1 2
 HR0897
 HR0897.Superseded values are not recommended for survey control.
 HR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0897.See file dsdata.txt to determine how the superseded data were derived.
 HR0897
 HR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB452958(NAD 83)
 HR0897_MARKER: DD = SURVEY DISK
 HR0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0897_STAMPING: 13
 HR0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0897+STABILITY: SURFACE MOTION
 HR0897
 HR0897  HISTORY     - Date     Condition        Report By
 HR0897  HISTORY     - UNK      MONUMENTED       HHWS
 HR0897  HISTORY     - 1956     GOOD             NGS
 HR0897  HISTORY     - 19861022 GOOD             USPSQD
 HR0897
 HR0897                          STATION DESCRIPTION
 HR0897
 HR0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0897'2.3 MI W FROM MATHER.
 HR0897'2.3 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0897'MATHER, ON THE OUTSIDE OF A CURVE, AT A SHALLOW CUT, 43 1/2
 HR0897'FEET NORTHWEST OF AND ACROSS THE ROAD FROM A 40-INCH PINE TREE,
 HR0897'19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 1/2 FEET
 HR0897'SOUTHEAST OF A POWER LINE POLE WITH THREE GUY WIRES, 1.2 FEET
 HR0897'SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 HR0897'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 HR0897'THE GROUND.
 HR0897
 HR0897                          STATION RECOVERY (1986)
 HR0897
 HR0897'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0898 ***********************************************************************
 LU0898  DESIGNATION -  13
 LU0898  PID         -  LU0898
 LU0898  STATE/COUNTY-  CA/SHASTA
 LU0898  USGS QUAD   -  IGO (1979)
 LU0898
 LU0898                         *CURRENT SURVEY CONTROL
 LU0898  ___________________________________________________________________
 LU0898* NAD 83(1986)-  40 36 30.     (N)    122 30 43.     (W)     SCALED    
 LU0898* NAVD 88     -       372.724  (meters)    1222.85   (feet)  ADJUSTED  
 LU0898  ___________________________________________________________________
 LU0898  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 LU0898  DYNAMIC HT  -         372.523 (meters)    1222.19  (feet)  COMP
 LU0898  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 LU0898
 LU0898  VERT ORDER  -  FIRST     CLASS II
 LU0898
 LU0898.The horizontal coordinates were scaled from a topographic map and have
 LU0898.an estimated accuracy of +/- 6 seconds.
 LU0898
 LU0898.The orthometric height was determined by differential leveling
 LU0898.and adjusted in June 1991.
 LU0898
 LU0898.The geoid height was determined by GEOID03.
 LU0898
 LU0898.The dynamic height is computed by dividing the NAVD 88
 LU0898.geopotential number by the normal gravity value computed on the
 LU0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0898.degrees latitude (g = 980.6199 gals.).
 LU0898
 LU0898.The modeled gravity was interpolated from observed gravity values.
 LU0898
 LU0898;                    North         East    Units  Estimated Accuracy
 LU0898;SPC CA 1     -   641,700.    1,956,680.      MT  (+/- 180 meters Scaled)
 LU0898
 LU0898                          SUPERSEDED SURVEY CONTROL
 LU0898
 LU0898  NGVD 29 (12/02/92)  371.887  (m)         1220.10   (f) ADJUSTED    1 2
 LU0898
 LU0898.Superseded values are not recommended for survey control.
 LU0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0898.See file dsdata.txt to determine how the superseded data were derived.
 LU0898
 LU0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK412953(NAD 83)
 LU0898_MARKER: DD = SURVEY DISK
 LU0898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0898_SP_SET: HEADWALL
 LU0898_STAMPING: 13 1219.79
 LU0898_MARK LOGO: CADH  
 LU0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0898+STABILITY: SURFACE MOTION
 LU0898
 LU0898  HISTORY     - Date     Condition        Report By
 LU0898  HISTORY     - UNK      MONUMENTED       CADH
 LU0898  HISTORY     - 1949     GOOD             NGS
 LU0898  HISTORY     - 1988     GOOD             NGS
 LU0898
 LU0898                          STATION DESCRIPTION
 LU0898
 LU0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0898'1.4 MI NW FROM SHASTA.
 LU0898'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0898'AT SHASTA, 80 YARDS SOUTHEAST OF A TURN OUT TO A DRINKING
 LU0898'FOUNTAIN, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, 3.8
 LU0898'FEET SOUTHEAST OF THE NORTHWEST END, 3.3 FEET NORTHEAT OF THE
 LU0898'SOUTHWEST END, 16.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LU0898'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU0898
 LU0898                          STATION RECOVERY (1988)
 LU0898
 LU0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0898'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 LU0898'(7.00 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0898'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2082 ***********************************************************************
 JS2082  DESIGNATION -  13
 JS2082  PID         -  JS2082
 JS2082  STATE/COUNTY-  CA/SOLANO
 JS2082  USGS QUAD   -  COURTLAND (1993)
 JS2082
 JS2082                         *CURRENT SURVEY CONTROL
 JS2082  ___________________________________________________________________
 JS2082* NAD 83(1986)-  38 17 32.     (N)    121 37 33.     (W)     SCALED    
 JS2082* NAVD 88     -         5.97   (+/-2cm)      19.6    (feet)  VERTCON   
 JS2082  ___________________________________________________________________
 JS2082  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JS2082  VERT ORDER  -  THIRD (See Below)
 JS2082
 JS2082.The horizontal coordinates were scaled from a topographic map and have
 JS2082.an estimated accuracy of +/- 6 seconds.
 JS2082
 JS2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2082.The vertical order pertains to the NGVD 29 superseded value.
 JS2082
 JS2082.The geoid height was determined by GEOID03.
 JS2082
 JS2082;                    North         East    Units  Estimated Accuracy
 JS2082;SPC CA 2     -   569,510.    2,032,730.      MT  (+/- 180 meters Scaled)
 JS2082
 JS2082                          SUPERSEDED SURVEY CONTROL
 JS2082
 JS2082  NGVD 29 (??/??/??)    5.23   (m)           17.2    (f) RESET       3  
 JS2082
 JS2082.Superseded values are not recommended for survey control.
 JS2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2082.See file dsdata.txt to determine how the superseded data were derived.
 JS2082
 JS2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH201391(NAD 83)
 JS2082_MARKER: B = BOLT
 JS2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2082_STAMPING: 13
 JS2082_MARK LOGO: RIRD  
 JS2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2082+STABILITY: SURFACE MOTION
 JS2082
 JS2082  HISTORY     - Date     Condition        Report By
 JS2082  HISTORY     - UNK      MONUMENTED       RIRD
 JS2082  HISTORY     - 1964     GOOD             CGS
 JS2082
 JS2082                          STATION DESCRIPTION
 JS2082
 JS2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2082'1.5 MI E FROM FIVE POINTS.
 JS2082'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2082'POINTS, THENCE 0.6 MILE EAST ALONG EAST RYER ISLAND ROAD,
 JS2082'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH
 JS2082'OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 69 FEET WEST
 JS2082'OF THE NORTHWEST CORNER OF A BARN, 1.1 FEET SOUTH OF A
 JS2082'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JS2082'0.1 FOOT ABOVE THE GROUND AND ENCLOSED BY AN 18-INCH CONCRETE
 JS2082'SEWER PIPE PROJECTING 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4050 ***********************************************************************
 DX4050  DESIGNATION -  13
 DX4050  PID         -  DX4050
 DX4050  STATE/COUNTY-  CA/SAN DIEGO
 DX4050  USGS QUAD   -  FALLBROOK (1988)
 DX4050
 DX4050                         *CURRENT SURVEY CONTROL
 DX4050  ___________________________________________________________________
 DX4050* NAD 83(1992)-  33 24 25.93588(N)    117 16 28.39862(W)     ADJUSTED  
 DX4050* NAVD 88     -       476.     (meters)    1562.     (feet)  VERTCON   
 DX4050  ___________________________________________________________________
 DX4050  EPOCH DATE  -        1991.35
 DX4050  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 DX4050  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DX4050  HORZ ORDER  -  THIRD
 DX4050
 DX4050.The horizontal coordinates were established by classical geodetic methods
 DX4050.and adjusted by the National Geodetic Survey in June 1996.
 DX4050.The horizontal coordinates are valid at the epoch date displayed above.
 DX4050.The epoch date for horizontal control is a decimal equivalence
 DX4050.of Year/Month/Day.
 DX4050
 DX4050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4050
 DX4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4050
 DX4050.The geoid height was determined by GEOID03.
 DX4050
 DX4050;                    North         East     Units Scale Factor Converg.
 DX4050;SPC CA 6     -   638,047.300 1,904,700.098   MT  0.99995496   -0 33 46.8
 DX4050;SPC CA 6     - 2,093,326.85  6,249,003.57   sFT  0.99995496   -0 33 46.8
 DX4050;UTM  11      - 3,696,464.819   474,470.624   MT  0.99960804   -0 09 04.2
 DX4050
 DX4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4050!SPC CA 6     -   0.99993054  x   0.99995496  =   0.99988550
 DX4050!UTM  11      -   0.99993054  x   0.99960804  =   0.99953861
 DX4050
 DX4050:                Primary Azimuth Mark                     Grid Az
 DX4050:SPC CA 6     -  MORRO                                    178 25 19.7
 DX4050:UTM  11      -  MORRO                                    178 00 37.1
 DX4050
 DX4050|---------------------------------------------------------------------|
 DX4050| PID    Reference Object                     Distance      Geod. Az  |
 DX4050|                                                           dddmmss.s |
 DX4050| DX4053 MORRO                               APPROX.11.9 KM 1775132.9 |
 DX4050|---------------------------------------------------------------------|
 DX4050
 DX4050                          SUPERSEDED SURVEY CONTROL
 DX4050
 DX4050  NAD 83(1986)-  33 24 25.93225(N)    117 16 28.40212(W) AD(1984.00) 3
 DX4050  NAD 27      -  33 24 25.82872(N)    117 16 25.27021(W) AD(       ) 3
 DX4050  NGVD 29 (07/19/86)  475.     (m)         1558.     (f) VERT ANG    3  
 DX4050
 DX4050.Superseded values are not recommended for survey control.
 DX4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4050.See file dsdata.txt to determine how the superseded data were derived.
 DX4050
 DX4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7447196465(NAD 83)
 DX4050_MARKER: DD = SURVEY DISK
 DX4050_SETTING: 0 = UNSPECIFIED SETTING
 DX4050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4050
 DX4050  HISTORY     - Date     Condition        Report By
 DX4050  HISTORY     - 1939     MONUMENTED       USE
 DX4050  HISTORY     - 20080218 MARK NOT FOUND   LOCSUR
 DX4050
 DX4050                          STATION DESCRIPTION
 DX4050
 DX4050'DESCRIBED BY US ENGINEERS 1939
 DX4050'STATION IS A DISK SET IN CONCRETE MONUMENT, STAMPED TRI. 13, V.A.
 DX4050'1028, 1651--5546.  4284.
 DX4050'
 DX4050'IT IS LOCATED ON TOP OF A SMALL BRUSHY HILL ON SUMMIT OF MOUNTAINS
 DX4050'ON FALLBROOK-DE LUZ ROAD, 4 MILES NORTHWEST OF FALLBROOK.  TO REACH
 DX4050'FROM FALLBROOK, TAKE DE LUZ ROAD FOR 4.0 MILES TO SUMMIT OF
 DX4050'MOUNTAIN TO POINT WHERE ROAD LEADS TO RIGHT UP RIDGE.  STATION IS
 DX4050'ON TOP OF SMALL HILL 0.4 MILE SOUTH OF INTERSECTION.
 DX4050'
 DX4050'REFERENCE MARK 1 IS DISK SET IN CONCRETE MONUMENT, STAMPED R.M. 1,
 DX4050'TRI. 13, 29 FEET.
 DX4050'
 DX4050'REFERENCE MARK 2 IS DISK SET IN CONCRETE MONUMENT, STAMPED R.M.
 DX4050'2, TRI. 13, 31 FEET.
 DX4050'
 DX4050'NOTE--A PYRAMID OF ROCK ABOUT 4 FEET HIGH IS NORTH OF STATION AND
 DX4050'CAN BE SEEN FROM THE ROAD.
 DX4050
 DX4050                          STATION RECOVERY (2008)
 DX4050
 DX4050'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DX4050'NO MARK FOUND
 DX4050' 
 DX4050' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5649 ***********************************************************************
 DX5649  DESIGNATION -  13
 DX5649  PID         -  DX5649
 DX5649  STATE/COUNTY-  CA/RIVERSIDE
 DX5649  USGS QUAD   -  BACHELOR MTN (1978)
 DX5649
 DX5649                         *CURRENT SURVEY CONTROL
 DX5649  ___________________________________________________________________
 DX5649* NAD 83(1986)-  33 35 02.     (N)    117 04 23.     (W)     SCALED    
 DX5649* NAVD 88     -       435.741  (meters)    1429.59   (feet)  ADJUSTED  
 DX5649  ___________________________________________________________________
 DX5649  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX5649  DYNAMIC HT  -         435.247 (meters)    1427.97  (feet)  COMP
 DX5649  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 DX5649
 DX5649  VERT ORDER  -  FIRST     CLASS II
 DX5649
 DX5649.The horizontal coordinates were scaled from a topographic map and have
 DX5649.an estimated accuracy of +/- 6 seconds.
 DX5649
 DX5649.The orthometric height was determined by differential leveling
 DX5649.and adjusted in May 1994.
 DX5649
 DX5649.The geoid height was determined by GEOID03.
 DX5649
 DX5649.The dynamic height is computed by dividing the NAVD 88
 DX5649.geopotential number by the normal gravity value computed on the
 DX5649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5649.degrees latitude (g = 980.6199 gals.).
 DX5649
 DX5649.The modeled gravity was interpolated from observed gravity values.
 DX5649
 DX5649;                    North         East    Units  Estimated Accuracy
 DX5649;SPC CA 6     -   657,480.    1,923,600.      MT  (+/- 180 meters Scaled)
 DX5649
 DX5649                          SUPERSEDED SURVEY CONTROL
 DX5649
 DX5649.No superseded survey control is available for this station.
 DX5649
 DX5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT932160(NAD 83)
 DX5649_MARKER: DD = SURVEY DISK
 DX5649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5649_SP_SET: CONCRETE POST
 DX5649_STAMPING: NO. 13
 DX5649_MARK LOGO: MWDSC 
 DX5649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5649+STABILITY: SURFACE MOTION
 DX5649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5649+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5649
 DX5649  HISTORY     - Date     Condition        Report By
 DX5649  HISTORY     - UNK      MONUMENTED       MWDSC
 DX5649  HISTORY     - 19921109 GOOD             MWDSC
 DX5649
 DX5649                          STATION DESCRIPTION
 DX5649
 DX5649'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5649'LAKE SKINNER DAM, 18 FEET (5.5 M) NORTHERLY OF THE CENTERLINE OF A
 DX5649'ROAD RUNNING TO THE LAKE SKINNER SURVEY OFFICE AND 80 FEET (24.4 M)
 DX5649'EASTERLY THERE ON FROM THE INTERSECTION OF A ROAD THAT CROSSES THE
 DX5649'OVERFLOW CHANNEL FOR LAKE SKINNER, IN TOP OF A CONCRETE POST FLUSH
 DX5649'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3140 ***********************************************************************
 AB3140  DESIGNATION -  13
 AB3140  PID         -  AB3140
 AB3140  STATE/COUNTY-  CA/LOS ANGELES
 AB3140  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3140
 AB3140                         *CURRENT SURVEY CONTROL
 AB3140  ___________________________________________________________________
 AB3140* NAD 83(1986)-  34 15 47.     (N)    118 33 55.     (W)     SCALED    
 AB3140* NAVD 88     -       312.113  (meters)    1023.99   (feet)  ADJUSTED  
 AB3140  ___________________________________________________________________
 AB3140  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AB3140  DYNAMIC HT  -         311.771 (meters)    1022.87  (feet)  COMP
 AB3140  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 AB3140
 AB3140  VERT ORDER  -  THIRD
 AB3140
 AB3140.The horizontal coordinates were scaled from a topographic map and have
 AB3140.an estimated accuracy of +/- 6 seconds.
 AB3140
 AB3140.The orthometric height was determined by differential leveling
 AB3140.and adjusted in November 1996.
 AB3140
 AB3140.The geoid height was determined by GEOID03.
 AB3140
 AB3140.The dynamic height is computed by dividing the NAVD 88
 AB3140.geopotential number by the normal gravity value computed on the
 AB3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3140.degrees latitude (g = 980.6199 gals.).
 AB3140
 AB3140.The modeled gravity was interpolated from observed gravity values.
 AB3140
 AB3140;                    North         East    Units  Estimated Accuracy
 AB3140;SPC CA 5     -   584,790.    1,947,940.      MT  (+/- 180 meters Scaled)
 AB3140
 AB3140                          SUPERSEDED SURVEY CONTROL
 AB3140
 AB3140.No superseded survey control is available for this station.
 AB3140
 AB3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT558924(NAD 83)
 AB3140_MARKER: DD = SURVEY DISK
 AB3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3140_STAMPING: 13
 AB3140_MARK LOGO: MWDSC 
 AB3140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3140+STABILITY: SURFACE MOTION
 AB3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3140+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3140
 AB3140  HISTORY     - Date     Condition        Report By
 AB3140  HISTORY     - 1994     MONUMENTED       MWDSC
 AB3140
 AB3140                          STATION DESCRIPTION
 AB3140
 AB3140'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (VJH)
 AB3140'CHATSWORTH, NEAR THE INTERSECTION OF CHATSWORTH ST AND CORBIN AVE, 400
 AB3140'FEET (121.9 M) SOUTHWEST OF, AT THE TOE OF SLOPE OF PORTER ESTATES
 AB3140'(DIRT) DAM AT THE END OF CHATSWORTH ST PRODUCED.  A 3 INCH MWDSC BRASS
 AB3140'DISK STAMPED 13, FLUSH IN TOP OF A 12 INCH DIA CONCRETE POST, 0.4 FOOT
 AB3140'(12.2 CM) ABOVE GROUND, AT THE TOE OF DAM AND A CARSONITE WITNESS POST
 AB3140'2 FEET (0.6 M) SOUTHERLY OF POINT.  REF MWD FB 4032 01.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4296 ***********************************************************************
 AA4296  DESIGNATION -  13 01530
 AA4296  PID         -  AA4296
 AA4296  STATE/COUNTY-  CA/LOS ANGELES
 AA4296  USGS QUAD   -  HOLLYWOOD (1994)
 AA4296
 AA4296                         *CURRENT SURVEY CONTROL
 AA4296  ___________________________________________________________________
 AA4296* NAD 83(1986)-  34 01 57.     (N)    118 20 54.     (W)     SCALED    
 AA4296* NAVD 88     -        30.329  (meters)      99.50   (feet)  ADJUSTED  
 AA4296  ___________________________________________________________________
 AA4296  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AA4296  DYNAMIC HT  -          30.297 (meters)      99.40  (feet)  COMP
 AA4296  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 AA4296
 AA4296  VERT ORDER  -  SECOND    CLASS II
 AA4296
 AA4296.The horizontal coordinates were scaled from a topographic map and have
 AA4296.an estimated accuracy of +/- 6 seconds.
 AA4296
 AA4296.The orthometric height was determined by differential leveling
 AA4296.and adjusted in June 1995.
 AA4296
 AA4296.The geoid height was determined by GEOID03.
 AA4296
 AA4296.The dynamic height is computed by dividing the NAVD 88
 AA4296.geopotential number by the normal gravity value computed on the
 AA4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4296.degrees latitude (g = 980.6199 gals.).
 AA4296
 AA4296.The modeled gravity was interpolated from observed gravity values.
 AA4296
 AA4296;                    North         East    Units  Estimated Accuracy
 AA4296;SPC CA 5     -   559,120.    1,967,830.      MT  (+/- 180 meters Scaled)
 AA4296
 AA4296                          SUPERSEDED SURVEY CONTROL
 AA4296
 AA4296.No superseded survey control is available for this station.
 AA4296
 AA4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT755665(NAD 83)
 AA4296_MARKER: S = SPIKE
 AA4296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4296_SP_SET: CURB
 AA4296_MARK LOGO: NONE  
 AA4296_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4296+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4296
 AA4296  HISTORY     - Date     Condition        Report By
 AA4296  HISTORY     - 1994     MONUMENTED       CA1980
 AA4296
 AA4296                          STATION DESCRIPTION
 AA4296
 AA4296'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4296'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES AT THE INTERSECTION
 AA4296'OF ADAMS BOULEVARD AND SOUTHBOUND LONGWOOD AVENUE.  THE STATION IS ON
 AA4296'TOP OF THE NORTHERLY CURB AT THE STREET ADDRESS OF 5009 ADAMS BLVD.,
 AA4296'24.2 FT (7.4 M) WESTERLY OF THE STREET LIGHT AT THE AFOREMENTIONED
 AA4296'ADDRESS, AND 9.6 FT (2.9 M) SOUTHERLY OF THE STORE FRONT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4304 ***********************************************************************
 AA4304  DESIGNATION -  13 01790
 AA4304  PID         -  AA4304
 AA4304  STATE/COUNTY-  CA/LOS ANGELES
 AA4304  USGS QUAD   -  HOLLYWOOD (1994)
 AA4304
 AA4304                         *CURRENT SURVEY CONTROL
 AA4304  ___________________________________________________________________
 AA4304* NAD 83(1986)-  34 01 57.     (N)    118 22 04.     (W)     SCALED    
 AA4304* NAVD 88     -        27.193  (meters)      89.22   (feet)  ADJUSTED  
 AA4304  ___________________________________________________________________
 AA4304  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AA4304  DYNAMIC HT  -          27.164 (meters)      89.12  (feet)  COMP
 AA4304  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 AA4304
 AA4304  VERT ORDER  -  SECOND    CLASS II
 AA4304
 AA4304.The horizontal coordinates were scaled from a topographic map and have
 AA4304.an estimated accuracy of +/- 6 seconds.
 AA4304
 AA4304.The orthometric height was determined by differential leveling
 AA4304.and adjusted in June 1995.
 AA4304
 AA4304.The geoid height was determined by GEOID03.
 AA4304
 AA4304.The dynamic height is computed by dividing the NAVD 88
 AA4304.geopotential number by the normal gravity value computed on the
 AA4304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4304.degrees latitude (g = 980.6199 gals.).
 AA4304
 AA4304.The modeled gravity was interpolated from observed gravity values.
 AA4304
 AA4304;                    North         East    Units  Estimated Accuracy
 AA4304;SPC CA 5     -   559,130.    1,966,040.      MT  (+/- 180 meters Scaled)
 AA4304
 AA4304                          SUPERSEDED SURVEY CONTROL
 AA4304
 AA4304.No superseded survey control is available for this station.
 AA4304
 AA4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737666(NAD 83)
 AA4304_MARKER: S = SPIKE
 AA4304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4304_SP_SET: CATCH BASIN
 AA4304_MARK LOGO: NONE  
 AA4304_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4304+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4304
 AA4304  HISTORY     - Date     Condition        Report By
 AA4304  HISTORY     - 1994     MONUMENTED       CA1980
 AA4304
 AA4304                          STATION DESCRIPTION
 AA4304
 AA4304'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4304'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4304'CORNER OF THURMAN AVENUE AND ADAMS BOULEVARD.  THE STATION IS 40.5 FT
 AA4304'(12.3 M) EASTERLY OF THE CENTERLINE OF THURMAN AVE., 3.8 FT (1.2 M)
 AA4304'NORTHERLY OF THE NORTHELY CURB FACE, AND 3.0 FT (0.9 M) EASTERLY OF
 AA4304'THE RTD BUS STOP SIGN, ON THE NORTHERLY SIDE OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4303 ***********************************************************************
 AA4303  DESIGNATION -  13 01868
 AA4303  PID         -  AA4303
 AA4303  STATE/COUNTY-  CA/LOS ANGELES
 AA4303  USGS QUAD   -  HOLLYWOOD (1994)
 AA4303
 AA4303                         *CURRENT SURVEY CONTROL
 AA4303  ___________________________________________________________________
 AA4303* NAD 83(1986)-  34 01 57.     (N)    118 22 10.     (W)     SCALED    
 AA4303* NAVD 88     -        26.703  (meters)      87.61   (feet)  ADJUSTED  
 AA4303  ___________________________________________________________________
 AA4303  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AA4303  DYNAMIC HT  -          26.674 (meters)      87.51  (feet)  COMP
 AA4303  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 AA4303
 AA4303  VERT ORDER  -  SECOND    CLASS II
 AA4303
 AA4303.The horizontal coordinates were scaled from a topographic map and have
 AA4303.an estimated accuracy of +/- 6 seconds.
 AA4303
 AA4303.The orthometric height was determined by differential leveling
 AA4303.and adjusted in June 1995.
 AA4303
 AA4303.The geoid height was determined by GEOID03.
 AA4303
 AA4303.The dynamic height is computed by dividing the NAVD 88
 AA4303.geopotential number by the normal gravity value computed on the
 AA4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4303.degrees latitude (g = 980.6199 gals.).
 AA4303
 AA4303.The modeled gravity was interpolated from observed gravity values.
 AA4303
 AA4303;                    North         East    Units  Estimated Accuracy
 AA4303;SPC CA 5     -   559,130.    1,965,880.      MT  (+/- 180 meters Scaled)
 AA4303
 AA4303                          SUPERSEDED SURVEY CONTROL
 AA4303
 AA4303.No superseded survey control is available for this station.
 AA4303
 AA4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT735666(NAD 83)
 AA4303_MARKER: S = SPIKE
 AA4303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4303_SP_SET: CURB
 AA4303_MARK LOGO: NONE  
 AA4303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4303+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4303
 AA4303  HISTORY     - Date     Condition        Report By
 AA4303  HISTORY     - 1994     MONUMENTED       CA1980
 AA4303
 AA4303                          STATION DESCRIPTION
 AA4303
 AA4303'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4303'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4303'CORNER OF ADAMS BOULEVARD AND FAIRFAX AVENUE.  THE STATION IS 18.8 FT
 AA4303'(5.7 M) NORTHERLY OF THE NORTHERLY TRAFFIC SIGNAL, 2.5 FT (0.8 M)
 AA4303'SOUTHEASTERLY OF THE ADAMS BLVD.  STREET SIGN, AND 0.3 FT (9.1 CM)
 AA4303'WESTERLY OF THE WESTERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4307 ***********************************************************************
 AA4307  DESIGNATION -  13 02429
 AA4307  PID         -  AA4307
 AA4307  STATE/COUNTY-  CA/LOS ANGELES
 AA4307  USGS QUAD   -  HOLLYWOOD (1994)
 AA4307
 AA4307                         *CURRENT SURVEY CONTROL
 AA4307  ___________________________________________________________________
 AA4307* NAD 83(1986)-  34 02 04.     (N)    118 22 06.     (W)     SCALED    
 AA4307* NAVD 88     -        28.009  (meters)      91.89   (feet)  ADJUSTED  
 AA4307  ___________________________________________________________________
 AA4307  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AA4307  DYNAMIC HT  -          27.980 (meters)      91.80  (feet)  COMP
 AA4307  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 AA4307
 AA4307  VERT ORDER  -  SECOND    CLASS II
 AA4307
 AA4307.The horizontal coordinates were scaled from a topographic map and have
 AA4307.an estimated accuracy of +/- 6 seconds.
 AA4307
 AA4307.The orthometric height was determined by differential leveling
 AA4307.and adjusted in June 1995.
 AA4307
 AA4307.The geoid height was determined by GEOID03.
 AA4307
 AA4307.The dynamic height is computed by dividing the NAVD 88
 AA4307.geopotential number by the normal gravity value computed on the
 AA4307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4307.degrees latitude (g = 980.6199 gals.).
 AA4307
 AA4307.The modeled gravity was interpolated from observed gravity values.
 AA4307
 AA4307;                    North         East    Units  Estimated Accuracy
 AA4307;SPC CA 5     -   559,350.    1,965,990.      MT  (+/- 180 meters Scaled)
 AA4307
 AA4307                          SUPERSEDED SURVEY CONTROL
 AA4307
 AA4307.No superseded survey control is available for this station.
 AA4307
 AA4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736668(NAD 83)
 AA4307_MARKER: S = SPIKE
 AA4307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4307_SP_SET: CATCH BASIN
 AA4307_MARK LOGO: NONE  
 AA4307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4307+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4307
 AA4307  HISTORY     - Date     Condition        Report By
 AA4307  HISTORY     - 1994     MONUMENTED       CA1980
 AA4307
 AA4307                          STATION DESCRIPTION
 AA4307
 AA4307'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4307'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4307'CORNER OF WASHINGTON BOULEVARD AND FAIRFAX AVENUE.  THE STATION IS
 AA4307'27.5 FT (8.4 M) NORTHERLY OF THE MOST NORTHERLY TRAFFIC SIGNAL, 16.6
 AA4307'FT (5.1 M) NORTHERLY OF THE FIRE HYDRANT, AND 0.3 FT (9.1 CM) EASTERLY
 AA4307'OF THE EASTERLY CURB FACE, ON THE SOUTHWESTERLY CORNER OF A 62.0 FT
 AA4307'(18.9 M) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4306 ***********************************************************************
 AA4306  DESIGNATION -  13 02469
 AA4306  PID         -  AA4306
 AA4306  STATE/COUNTY-  CA/LOS ANGELES
 AA4306  USGS QUAD   -  HOLLYWOOD (1994)
 AA4306
 AA4306                         *CURRENT SURVEY CONTROL
 AA4306  ___________________________________________________________________
 AA4306* NAD 83(1986)-  34 02 15.     (N)    118 22 25.     (W)     SCALED    
 AA4306* NAVD 88     -        27.702  (meters)      90.89   (feet)  ADJUSTED  
 AA4306  ___________________________________________________________________
 AA4306  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AA4306  DYNAMIC HT  -          27.673 (meters)      90.79  (feet)  COMP
 AA4306  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 AA4306
 AA4306  VERT ORDER  -  SECOND    CLASS II
 AA4306
 AA4306.The horizontal coordinates were scaled from a topographic map and have
 AA4306.an estimated accuracy of +/- 6 seconds.
 AA4306
 AA4306.The orthometric height was determined by differential leveling
 AA4306.and adjusted in June 1995.
 AA4306
 AA4306.The geoid height was determined by GEOID03.
 AA4306
 AA4306.The dynamic height is computed by dividing the NAVD 88
 AA4306.geopotential number by the normal gravity value computed on the
 AA4306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4306.degrees latitude (g = 980.6199 gals.).
 AA4306
 AA4306.The modeled gravity was interpolated from observed gravity values.
 AA4306
 AA4306;                    North         East    Units  Estimated Accuracy
 AA4306;SPC CA 5     -   559,690.    1,965,500.      MT  (+/- 180 meters Scaled)
 AA4306
 AA4306                          SUPERSEDED SURVEY CONTROL
 AA4306
 AA4306.No superseded survey control is available for this station.
 AA4306
 AA4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT732671(NAD 83)
 AA4306_MARKER: S = SPIKE
 AA4306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4306_SP_SET: CATCH BASIN
 AA4306_MARK LOGO: NONE  
 AA4306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4306+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4306
 AA4306  HISTORY     - Date     Condition        Report By
 AA4306  HISTORY     - 1994     MONUMENTED       CA1980
 AA4306
 AA4306                          STATION DESCRIPTION
 AA4306
 AA4306'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4306'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4306'CORNER OF CADILLAC AVENUE AND VENICE BOULEVARD.  THE STATION IS 5.0 FT
 AA4306'(1.5 M) WESTERLY OF THE WESTERLY TRAFFIC SIGNAL AND 0.3 FT (9.1 CM)
 AA4306'NORTHERLY OF THE NORTHERLY CURB FACE ON THE SOUTHEASTERLY CORNER OF A
 AA4306'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4305 ***********************************************************************
 AA4305  DESIGNATION -  13 02508
 AA4305  PID         -  AA4305
 AA4305  STATE/COUNTY-  CA/LOS ANGELES
 AA4305  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4305
 AA4305                         *CURRENT SURVEY CONTROL
 AA4305  ___________________________________________________________________
 AA4305* NAD 83(1986)-  34 02 06.     (N)    118 22 42.     (W)     SCALED    
 AA4305* NAVD 88     -        27.256  (meters)      89.42   (feet)  ADJUSTED  
 AA4305  ___________________________________________________________________
 AA4305  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 AA4305  DYNAMIC HT  -          27.227 (meters)      89.33  (feet)  COMP
 AA4305  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 AA4305
 AA4305  VERT ORDER  -  SECOND    CLASS II
 AA4305
 AA4305.The horizontal coordinates were scaled from a topographic map and have
 AA4305.an estimated accuracy of +/- 6 seconds.
 AA4305
 AA4305.The orthometric height was determined by differential leveling
 AA4305.and adjusted in June 1995.
 AA4305
 AA4305.The geoid height was determined by GEOID03.
 AA4305
 AA4305.The dynamic height is computed by dividing the NAVD 88
 AA4305.geopotential number by the normal gravity value computed on the
 AA4305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4305.degrees latitude (g = 980.6199 gals.).
 AA4305
 AA4305.The modeled gravity was interpolated from observed gravity values.
 AA4305
 AA4305;                    North         East    Units  Estimated Accuracy
 AA4305;SPC CA 5     -   559,410.    1,965,060.      MT  (+/- 180 meters Scaled)
 AA4305
 AA4305                          SUPERSEDED SURVEY CONTROL
 AA4305
 AA4305.No superseded survey control is available for this station.
 AA4305
 AA4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727668(NAD 83)
 AA4305_MARKER: S = SPIKE
 AA4305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4305_SP_SET: CATCH BASIN
 AA4305_MARK LOGO: NONE  
 AA4305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4305+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4305
 AA4305  HISTORY     - Date     Condition        Report By
 AA4305  HISTORY     - 1994     MONUMENTED       CA1980
 AA4305
 AA4305                          STATION DESCRIPTION
 AA4305
 AA4305'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4305'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4305'CORNER LA CIENEGA BOULEVARD AND VENICE BOULEVARD.  THE STATION IS 9.6
 AA4305'FT (2.9 M) EASTERLY OF THE STREET LIGHT AND 3.7 FT (1.1 M) NORTHERLY
 AA4305'OF THE NORTHERLY CURB FACE ON THE NORTHEASTERLY CORNER OF A CATCH
 AA4305'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4308 ***********************************************************************
 AA4308  DESIGNATION -  13 02555
 AA4308  PID         -  AA4308
 AA4308  STATE/COUNTY-  CA/LOS ANGELES
 AA4308  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4308
 AA4308                         *CURRENT SURVEY CONTROL
 AA4308  ___________________________________________________________________
 AA4308* NAD 83(1986)-  34 01 57.     (N)    118 22 59.     (W)     SCALED    
 AA4308* NAVD 88     -        28.828  (meters)      94.58   (feet)  ADJUSTED  
 AA4308  ___________________________________________________________________
 AA4308  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 AA4308  DYNAMIC HT  -          28.797 (meters)      94.48  (feet)  COMP
 AA4308  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 AA4308
 AA4308  VERT ORDER  -  SECOND    CLASS II
 AA4308
 AA4308.The horizontal coordinates were scaled from a topographic map and have
 AA4308.an estimated accuracy of +/- 6 seconds.
 AA4308
 AA4308.The orthometric height was determined by differential leveling
 AA4308.and adjusted in June 1995.
 AA4308
 AA4308.The geoid height was determined by GEOID03.
 AA4308
 AA4308.The dynamic height is computed by dividing the NAVD 88
 AA4308.geopotential number by the normal gravity value computed on the
 AA4308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4308.degrees latitude (g = 980.6199 gals.).
 AA4308
 AA4308.The modeled gravity was interpolated from observed gravity values.
 AA4308
 AA4308;                    North         East    Units  Estimated Accuracy
 AA4308;SPC CA 5     -   559,140.    1,964,630.      MT  (+/- 180 meters Scaled)
 AA4308
 AA4308                          SUPERSEDED SURVEY CONTROL
 AA4308
 AA4308.No superseded survey control is available for this station.
 AA4308
 AA4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723666(NAD 83)
 AA4308_MARKER: S = SPIKE
 AA4308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4308_SP_SET: CATCH BASIN
 AA4308_MARK LOGO: NONE  
 AA4308_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4308+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4308
 AA4308  HISTORY     - Date     Condition        Report By
 AA4308  HISTORY     - 1994     MONUMENTED       CA1980
 AA4308
 AA4308                          STATION DESCRIPTION
 AA4308
 AA4308'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4308'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4308'CORNER OF VENICE BOULEVARD AND CATTARAUGUS AVENUE.  THE STATION IS
 AA4308'30.3 FT (9.2 M) NORTHEASTERLY OF A RTD BUS STOP SIGN, 10.0 FT (3.0 M)
 AA4308'SOUTHWESTERLY OF THE TRAFFIC SIGNAL, AND 3.8 FT (1.2 M) NORTHWESTERLY
 AA4308'OF THE NORTHWESTERLY CURB FACE OF VENICE BLVD., ON THE NORTHWESTERLY
 AA4308'CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4309 ***********************************************************************
 AA4309  DESIGNATION -  13 02685
 AA4309  PID         -  AA4309
 AA4309  STATE/COUNTY-  CA/LOS ANGELES
 AA4309  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4309
 AA4309                         *CURRENT SURVEY CONTROL
 AA4309  ___________________________________________________________________
 AA4309* NAD 83(1986)-  34 01 41.     (N)    118 23 27.     (W)     SCALED    
 AA4309* NAVD 88     -        33.304  (meters)     109.26   (feet)  ADJUSTED  
 AA4309  ___________________________________________________________________
 AA4309  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AA4309  DYNAMIC HT  -          33.268 (meters)     109.15  (feet)  COMP
 AA4309  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 AA4309
 AA4309  VERT ORDER  -  SECOND    CLASS II
 AA4309
 AA4309.The horizontal coordinates were scaled from a topographic map and have
 AA4309.an estimated accuracy of +/- 6 seconds.
 AA4309
 AA4309.The orthometric height was determined by differential leveling
 AA4309.and adjusted in June 1995.
 AA4309
 AA4309.The geoid height was determined by GEOID03.
 AA4309
 AA4309.The dynamic height is computed by dividing the NAVD 88
 AA4309.geopotential number by the normal gravity value computed on the
 AA4309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4309.degrees latitude (g = 980.6199 gals.).
 AA4309
 AA4309.The modeled gravity was interpolated from observed gravity values.
 AA4309
 AA4309;                    North         East    Units  Estimated Accuracy
 AA4309;SPC CA 5     -   558,650.    1,963,910.      MT  (+/- 180 meters Scaled)
 AA4309
 AA4309                          SUPERSEDED SURVEY CONTROL
 AA4309
 AA4309.No superseded survey control is available for this station.
 AA4309
 AA4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT715661(NAD 83)
 AA4309_MARKER: DD = SURVEY DISK
 AA4309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4309_SP_SET: CATCH BASIN
 AA4309_STAMPING: 13-02685 1979
 AA4309_MARK LOGO: CA1980
 AA4309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4309+SATELLITE: SATELLITE OBSERVATIONS - 1979
 AA4309
 AA4309  HISTORY     - Date     Condition        Report By
 AA4309  HISTORY     - 1979     MONUMENTED       CA1980
 AA4309
 AA4309                          STATION DESCRIPTION
 AA4309
 AA4309'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1979
 AA4309'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4309'CORNER OF VENICE BOULEVARD AND ROBERTSON BOULEVARD.  THE STATION IS
 AA4309'64.5 FT (19.7 M) NORTHERLY OF THE TRAFFIC SIGNAL, 9.0 FT (2.7 M)
 AA4309'WESTERLY OF A ROD IRON FENCE AT THE BACK OF WALK, AND 1.0 FT (0.3 M)
 AA4309'EASTERLY OF THE EASTERLY CURB FACE, ON THE NORTHWESTERLY CORNER OF A
 AA4309'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1470 ***********************************************************************
 EW1470  DESIGNATION -  13 03250 C OF LA
 EW1470  PID         -  EW1470
 EW1470  STATE/COUNTY-  CA/LOS ANGELES
 EW1470  USGS QUAD   -  HOLLYWOOD (1994)
 EW1470
 EW1470                         *CURRENT SURVEY CONTROL
 EW1470  ___________________________________________________________________
 EW1470* NAD 83(1986)-  34 03 43.     (N)    118 20 38.     (W)     SCALED    
 EW1470* NAVD 88     -        59.87   (+/-2cm)     196.4    (feet)  VERTCON   
 EW1470  ___________________________________________________________________
 EW1470  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1470  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1470
 EW1470.The horizontal coordinates were scaled from a topographic map and have
 EW1470.an estimated accuracy of +/- 6 seconds.
 EW1470
 EW1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1470.The vertical order pertains to the NGVD 29 superseded value.
 EW1470
 EW1470.The geoid height was determined by GEOID03.
 EW1470
 EW1470;                    North         East    Units  Estimated Accuracy
 EW1470;SPC CA 5     -   562,390.    1,968,250.      MT  (+/- 180 meters Scaled)
 EW1470
 EW1470                          SUPERSEDED SURVEY CONTROL
 EW1470
 EW1470  NGVD 29 (??/??/92)   59.102  (m)          193.90   (f) ADJ UNCH    1 1
 EW1470
 EW1470.Superseded values are not recommended for survey control.
 EW1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1470.See file dsdata.txt to determine how the superseded data were derived.
 EW1470
 EW1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT759698(NAD 83)
 EW1470_MARKER: S = SPIKE
 EW1470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1470_SP_SET: CURB
 EW1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1470
 EW1470  HISTORY     - Date     Condition        Report By
 EW1470  HISTORY     - UNK      MONUMENTED       CA1980
 EW1470  HISTORY     - 1968     GOOD             CA1980
 EW1470
 EW1470                          STATION DESCRIPTION
 EW1470
 EW1470'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1470'AT LOS ANGELES.
 EW1470'CUT SPIKE IN THE WEST CURB OF LA BREA AVENUE, 45 FEET NORTH
 EW1470'OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, AT SOUTH END
 EW1470'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3301 ***********************************************************************
 AH3301  DESIGNATION -  13 03713
 AH3301  PID         -  AH3301
 AH3301  STATE/COUNTY-  CA/LOS ANGELES
 AH3301  USGS QUAD   -  HOLLYWOOD (1994)
 AH3301
 AH3301                         *CURRENT SURVEY CONTROL
 AH3301  ___________________________________________________________________
 AH3301* NAD 83(1986)-  34 05 53.     (N)    118 20 42.     (W)     SCALED    
 AH3301* NAVD 88     -       107.238  (meters)     351.83   (feet)  ADJUSTED  
 AH3301  ___________________________________________________________________
 AH3301  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 AH3301  DYNAMIC HT  -         107.126 (meters)     351.46  (feet)  COMP
 AH3301  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 AH3301
 AH3301  VERT ORDER  -  FIRST     CLASS II
 AH3301
 AH3301.The horizontal coordinates were scaled from a topographic map and have
 AH3301.an estimated accuracy of +/- 6 seconds.
 AH3301
 AH3301.The orthometric height was determined by differential leveling
 AH3301.and adjusted in May 1999.
 AH3301
 AH3301.The geoid height was determined by GEOID03.
 AH3301
 AH3301.The dynamic height is computed by dividing the NAVD 88
 AH3301.geopotential number by the normal gravity value computed on the
 AH3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3301.degrees latitude (g = 980.6199 gals.).
 AH3301
 AH3301.The modeled gravity was interpolated from observed gravity values.
 AH3301
 AH3301;                    North         East    Units  Estimated Accuracy
 AH3301;SPC CA 5     -   566,390.    1,968,160.      MT  (+/- 180 meters Scaled)
 AH3301
 AH3301                          SUPERSEDED SURVEY CONTROL
 AH3301
 AH3301.No superseded survey control is available for this station.
 AH3301
 AH3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT759738(NAD 83)
 AH3301_MARKER: DD = SURVEY DISK
 AH3301_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3301_SP_SET: CATCH BASIN
 AH3301_STAMPING: LACE PRECISE BM 13-03713
 AH3301_MARK LOGO: CA1980
 AH3301_PROJECTION: FLUSH
 AH3301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH3301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3301+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1997
 AH3301
 AH3301  HISTORY     - Date     Condition        Report By
 AH3301  HISTORY     - 1986     MONUMENTED       CA1980
 AH3301  HISTORY     - 19970416 GOOD             MWDSC
 AH3301  HISTORY     - 20060317 GOOD             CA1980
 AH3301
 AH3301                          STATION DESCRIPTION
 AH3301
 AH3301'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3301'IN THE CITY OF HOLLYWOOD, AT THE NORTHWEST CORNER OF SUNSET BLVD. AND
 AH3301'LA BREA AVENUE, 12 M (39.4 FT) NORTH OF THE CENTERLINE OF SUNSET BLVD,
 AH3301'3.2 M (10.5 FT) WEST OF THE WESTERLY BCR.  STATION IS IN THE
 AH3301'NORTHWESTERLY CORNER OF A 1.2 M (3.9 FT) BY 2.4 M (7.9 FT) CONCRETE
 AH3301'CATCH BASIN.
 AH3301
 AH3301                          STATION RECOVERY (2006)
 AH3301
 AH3301'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 AH3301'MARK IS FOUND IN THE FAIRFAX AREA, CITY OF LOS ANGELES.
 AH3301' 
 AH3301'FOUND BRASS DISK IN THE NORTHWEST CORNER OF CATCH BASIN, 1.1 M (3.6
 AH3301'FT) NORTH OF NORTH CURB OF SUNSET BOULEVARD, 3.2 M (10.5 FT) EAST OF
 AH3301'THE NORTHWEST CURB RETURN OF SUNSET BOULEVARD AND LA BREA BOULEVARD
 AH3301'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7917 ***********************************************************************
 DJ7917  DESIGNATION -  13 04452
 DJ7917  PID         -  DJ7917
 DJ7917  STATE/COUNTY-  CA/LOS ANGELES
 DJ7917  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7917
 DJ7917                         *CURRENT SURVEY CONTROL
 DJ7917  ___________________________________________________________________
 DJ7917* NAD 83(1986)-  34 05 14.     (N)    118 21 41.     (W)     SCALED    
 DJ7917* NAVD 88     -        78.667  (meters)     258.09   (feet)  ADJUSTED  
 DJ7917  ___________________________________________________________________
 DJ7917  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DJ7917  DYNAMIC HT  -          78.585 (meters)     257.82  (feet)  COMP
 DJ7917  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DJ7917
 DJ7917  VERT ORDER  -  SECOND    CLASS II
 DJ7917
 DJ7917.The horizontal coordinates were scaled from a topographic map and have
 DJ7917.an estimated accuracy of +/- 6 seconds.
 DJ7917
 DJ7917.The orthometric height was determined by differential leveling
 DJ7917.and adjusted in February 2008.
 DJ7917
 DJ7917.The geoid height was determined by GEOID03.
 DJ7917
 DJ7917.The dynamic height is computed by dividing the NAVD 88
 DJ7917.geopotential number by the normal gravity value computed on the
 DJ7917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7917.degrees latitude (g = 980.6199 gals.).
 DJ7917
 DJ7917.The modeled gravity was interpolated from observed gravity values.
 DJ7917
 DJ7917;                    North         East    Units  Estimated Accuracy
 DJ7917;SPC CA 5     -   565,200.    1,966,650.      MT  (+/- 180 meters Scaled)
 DJ7917
 DJ7917                          SUPERSEDED SURVEY CONTROL
 DJ7917
 DJ7917.No superseded survey control is available for this station.
 DJ7917
 DJ7917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT744726(NAD 83)
 DJ7917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DJ7917_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7917_SP_SET: CURB
 DJ7917_STAMPING: NO STAMPING
 DJ7917_MARK LOGO: NONE  
 DJ7917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7917
 DJ7917  HISTORY     - Date     Condition        Report By
 DJ7917  HISTORY     - 20060317 MONUMENTED       CA1980
 DJ7917
 DJ7917                          STATION DESCRIPTION
 DJ7917
 DJ7917'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7917'MARK IS IN THE CITY OF LOS ANGELES CALIFORNIA.
 DJ7917' 
 DJ7917'THE MARK IS A BRASS DISK 0.6 M (2.0 FT) WEST OF THE WEST CURB OF
 DJ7917'FAIRFAX AVENUE, 8.2 M (26.9 FT) NORTH OF BEGIN CURB RETURN NORTH SIDE
 DJ7917'OF WILLOUGHBY AVENUE.  THE MARK LACKS STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1652 ***********************************************************************
 EW1652  DESIGNATION -  13 04890 C OF LA
 EW1652  PID         -  EW1652
 EW1652  STATE/COUNTY-  CA/LOS ANGELES
 EW1652  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1652
 EW1652                         *CURRENT SURVEY CONTROL
 EW1652  ___________________________________________________________________
 EW1652* NAD 83(1986)-  34 03 54.     (N)    118 22 34.     (W)     SCALED    
 EW1652* NAVD 88     -        42.87   (+/-2cm)     140.6    (feet)  VERTCON   
 EW1652  ___________________________________________________________________
 EW1652  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1652  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1652
 EW1652.The horizontal coordinates were scaled from a topographic map and have
 EW1652.an estimated accuracy of +/- 6 seconds.
 EW1652
 EW1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1652.The vertical order pertains to the NGVD 29 superseded value.
 EW1652
 EW1652.The geoid height was determined by GEOID03.
 EW1652
 EW1652;                    North         East    Units  Estimated Accuracy
 EW1652;SPC CA 5     -   562,740.    1,965,280.      MT  (+/- 180 meters Scaled)
 EW1652
 EW1652                          SUPERSEDED SURVEY CONTROL
 EW1652
 EW1652  NGVD 29 (??/??/92)   42.100  (m)          138.12   (f) ADJ UNCH    1 1
 EW1652
 EW1652.Superseded values are not recommended for survey control.
 EW1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1652.See file dsdata.txt to determine how the superseded data were derived.
 EW1652
 EW1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730702(NAD 83)
 EW1652_MARKER: S = SPIKE
 EW1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1652_SP_SET: CATCH BASIN
 EW1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1652
 EW1652  HISTORY     - Date     Condition        Report By
 EW1652  HISTORY     - UNK      MONUMENTED       CA1980
 EW1652  HISTORY     - 1968     GOOD             CA1980
 EW1652
 EW1652                          STATION DESCRIPTION
 EW1652
 EW1652'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1652'AT BEVERLY HILLS.
 EW1652'CUT SPIKE, 3.8 FEET NORTH OF THE NORTH CURB LINE OF WILSHIRE
 EW1652'BOULEVARD, 46.5 FEET WEST OF THE WEST PROPERTY LINE OF LA
 EW1652'CIENEGA BOULEVARD, IN THE TOP OF A CATCH BASIN, AT THE NORTHEAST
 EW1652'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1657 ***********************************************************************
 EW1657  DESIGNATION -  13 05970 C OF LA
 EW1657  PID         -  EW1657
 EW1657  STATE/COUNTY-  CA/LOS ANGELES
 EW1657  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1657
 EW1657                         *CURRENT SURVEY CONTROL
 EW1657  ___________________________________________________________________
 EW1657* NAD 83(1986)-  34 04 03.     (N)    118 23 01.     (W)     SCALED    
 EW1657* NAVD 88     -        49.92   (+/-2cm)     163.8    (feet)  VERTCON   
 EW1657  ___________________________________________________________________
 EW1657  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1657  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1657
 EW1657.The horizontal coordinates were scaled from a topographic map and have
 EW1657.an estimated accuracy of +/- 6 seconds.
 EW1657
 EW1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1657.The vertical order pertains to the NGVD 29 superseded value.
 EW1657
 EW1657.The geoid height was determined by GEOID03.
 EW1657
 EW1657;                    North         East    Units  Estimated Accuracy
 EW1657;SPC CA 5     -   563,020.    1,964,590.      MT  (+/- 180 meters Scaled)
 EW1657
 EW1657                          SUPERSEDED SURVEY CONTROL
 EW1657
 EW1657  NGVD 29 (??/??/92)   49.154  (m)          161.27   (f) ADJ UNCH    1 2
 EW1657
 EW1657.Superseded values are not recommended for survey control.
 EW1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1657.See file dsdata.txt to determine how the superseded data were derived.
 EW1657
 EW1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723705(NAD 83)
 EW1657_MARKER: S = SPIKE
 EW1657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1657_SP_SET: CURB
 EW1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1657
 EW1657  HISTORY     - Date     Condition        Report By
 EW1657  HISTORY     - UNK      MONUMENTED       CA1980
 EW1657  HISTORY     - 1968     GOOD             CA1980
 EW1657
 EW1657                          STATION DESCRIPTION
 EW1657
 EW1657'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1657'AT BEVERLY HILLS.
 EW1657'CUT SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, AT THE
 EW1657'BEGINNING OF CURB RETURN WEST OF ROBERTSON BOULEVARD, WEST END
 EW1657'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1744 ***********************************************************************
 EW1744  DESIGNATION -  13 07430 C OF LA
 EW1744  PID         -  EW1744
 EW1744  STATE/COUNTY-  CA/LOS ANGELES
 EW1744  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1744
 EW1744                         *CURRENT SURVEY CONTROL
 EW1744  ___________________________________________________________________
 EW1744* NAD 83(1986)-  34 03 28.     (N)    118 25 27.     (W)     SCALED    
 EW1744* NAVD 88     -        75.61   (+/-2cm)     248.1    (feet)  VERTCON   
 EW1744  ___________________________________________________________________
 EW1744  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EW1744  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1744
 EW1744.The horizontal coordinates were scaled from a topographic map and have
 EW1744.an estimated accuracy of +/- 6 seconds.
 EW1744
 EW1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1744.The vertical order pertains to the NGVD 29 superseded value.
 EW1744
 EW1744.The geoid height was determined by GEOID03.
 EW1744
 EW1744;                    North         East    Units  Estimated Accuracy
 EW1744;SPC CA 5     -   561,960.    1,960,840.      MT  (+/- 180 meters Scaled)
 EW1744
 EW1744                          SUPERSEDED SURVEY CONTROL
 EW1744
 EW1744  NGVD 29 (??/??/92)   74.846  (m)          245.56   (f) ADJ UNCH    1 1
 EW1744
 EW1744.Superseded values are not recommended for survey control.
 EW1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1744.See file dsdata.txt to determine how the superseded data were derived.
 EW1744
 EW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT685694(NAD 83)
 EW1744_MARKER: S = SPIKE
 EW1744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1744_SP_SET: CURB
 EW1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1744
 EW1744  HISTORY     - Date     Condition        Report By
 EW1744  HISTORY     - UNK      MONUMENTED       CA1980
 EW1744  HISTORY     - 1968     GOOD             CA1980
 EW1744
 EW1744                          STATION DESCRIPTION
 EW1744
 EW1744'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1744'AT LOS ANGELES.
 EW1744'CUT SPIKE IN THE WEST CURB OF BEVERLY GLEN BOULEVARD, 7 FEET
 EW1744'NORTH OF THE ALLEY NORTH OF SANTA MONICA BOULEVARD, SOUTH END OF
 EW1744'A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4314 ***********************************************************************
 AA4314  DESIGNATION -  13 08060
 AA4314  PID         -  AA4314
 AA4314  STATE/COUNTY-  CA/LOS ANGELES
 AA4314  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4314
 AA4314                         *CURRENT SURVEY CONTROL
 AA4314  ___________________________________________________________________
 AA4314* NAD 83(1986)-  34 02 15.     (N)    118 25 16.     (W)     SCALED    
 AA4314* NAVD 88     -        49.180  (meters)     161.35   (feet)  ADJUSTED  
 AA4314  ___________________________________________________________________
 AA4314  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AA4314  DYNAMIC HT  -          49.128 (meters)     161.18  (feet)  COMP
 AA4314  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 AA4314
 AA4314  VERT ORDER  -  SECOND    CLASS II
 AA4314
 AA4314.The horizontal coordinates were scaled from a topographic map and have
 AA4314.an estimated accuracy of +/- 6 seconds.
 AA4314
 AA4314.The orthometric height was determined by differential leveling
 AA4314.and adjusted in June 1995.
 AA4314
 AA4314.The geoid height was determined by GEOID03.
 AA4314
 AA4314.The dynamic height is computed by dividing the NAVD 88
 AA4314.geopotential number by the normal gravity value computed on the
 AA4314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4314.degrees latitude (g = 980.6199 gals.).
 AA4314
 AA4314.The modeled gravity was interpolated from observed gravity values.
 AA4314
 AA4314;                    North         East    Units  Estimated Accuracy
 AA4314;SPC CA 5     -   559,700.    1,961,110.      MT  (+/- 180 meters Scaled)
 AA4314
 AA4314                          SUPERSEDED SURVEY CONTROL
 AA4314
 AA4314.No superseded survey control is available for this station.
 AA4314
 AA4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688672(NAD 83)
 AA4314_MARKER: S = SPIKE
 AA4314_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4314_SP_SET: CURB
 AA4314_MARK LOGO: NONE  
 AA4314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4314+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4314
 AA4314  HISTORY     - Date     Condition        Report By
 AA4314  HISTORY     - 1994     MONUMENTED       CA1980
 AA4314
 AA4314                          STATION DESCRIPTION
 AA4314
 AA4314'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4314'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4314'CORNER OF OVERLAND AVENUE AND NORTHVALE ROAD.  THE STATION IS 35.0 FT
 AA4314'(10.7 M) EASTERLY OF THE STOP SIGN, 13.0 FT (4.0 M) NORTHERLY OF THE
 AA4314'CENTERLINE OF NORTHVALE RD., AND 0.3 FT (9.1 CM) NORTHERLY OF THE
 AA4314'NORTHERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3287 ***********************************************************************
 AA3287  DESIGNATION -  13 09050
 AA3287  PID         -  AA3287
 AA3287  STATE/COUNTY-  CA/LOS ANGELES
 AA3287  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3287
 AA3287                         *CURRENT SURVEY CONTROL
 AA3287  ___________________________________________________________________
 AA3287* NAD 83(1986)-  34 02 06.     (N)    118 26 05.     (W)     SCALED    
 AA3287* NAVD 88     -        50.979  (meters)     167.25   (feet)  ADJUSTED  
 AA3287  ___________________________________________________________________
 AA3287  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 AA3287  DYNAMIC HT  -          50.925 (meters)     167.08  (feet)  COMP
 AA3287  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 AA3287
 AA3287  VERT ORDER  -  FIRST     CLASS II
 AA3287
 AA3287.The horizontal coordinates were scaled from a topographic map and have
 AA3287.an estimated accuracy of +/- 6 seconds.
 AA3287
 AA3287.The orthometric height was determined by differential leveling
 AA3287.and adjusted in June 1995.
 AA3287
 AA3287.The geoid height was determined by GEOID03.
 AA3287
 AA3287.The dynamic height is computed by dividing the NAVD 88
 AA3287.geopotential number by the normal gravity value computed on the
 AA3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3287.degrees latitude (g = 980.6199 gals.).
 AA3287
 AA3287.The modeled gravity was interpolated from observed gravity values.
 AA3287
 AA3287;                    North         East    Units  Estimated Accuracy
 AA3287;SPC CA 5     -   559,430.    1,959,860.      MT  (+/- 180 meters Scaled)
 AA3287
 AA3287                          SUPERSEDED SURVEY CONTROL
 AA3287
 AA3287.No superseded survey control is available for this station.
 AA3287
 AA3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT675669(NAD 83)
 AA3287_MARKER: S = SPIKE
 AA3287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3287_SP_SET: CATCH BASIN
 AA3287_MARK LOGO: NONE  
 AA3287_PROJECTION: FLUSH
 AA3287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3287+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 AA3287
 AA3287  HISTORY     - Date     Condition        Report By
 AA3287  HISTORY     - 1994     MONUMENTED       CA1980
 AA3287  HISTORY     - 19940830 GOOD             NGS
 AA3287  HISTORY     - 19960725 GOOD             MWDSC
 AA3287  HISTORY     - 19970505 GOOD             MWDSC
 AA3287
 AA3287                          STATION DESCRIPTION
 AA3287
 AA3287'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA3287'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES, NORTH OF THE
 AA3287'INTERSECTION OF SEPULVEDA BOULEVARD AND EXPOSITION BOULEVARD ON THE
 AA3287'EASTERLY CURB OF SEPULVEDA BOULEVARD.  THE STATION IS 70.0 FT (21.3 M)
 AA3287'NORTHERLY OF THE CENTERLINE OF THE RAILROAD TRACKS, 3.0 FT (0.9 M)
 AA3287'NORTHERLY OF THE BEGINNING OF THE SIDEWALK, 0.3 FT (9.1 CM) EASTERLY
 AA3287'OF THE EASTERLY CURB FACE, ON THE SOUTHWESTERLY CORNER OF A CATCH
 AA3287'BASIN.
 AA3287
 AA3287                          STATION RECOVERY (1994)
 AA3287
 AA3287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3287'IN LOS ANGELES, AT THE INTERSECTION OF SEPULVEDA AND EXPOSITION
 AA3287'BOULEVARDS, A SPIKE NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH
 AA3287'BASIN, 44.1 M (144.7 FT) NORTH OF THE CENTERLINE OF EXPOSITION
 AA3287'BOULEVARD, 5.9 M (19.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AA3287'LANES OF SEPULVEDA BOULEVARD, 3.9 M (12.8 FT) WEST OF THE SOUTHWEST
 AA3287'CORNER OF THE BUILDING AT 2480 SEPULVEDA BOULEVARD, AND 0.2 M (0.7 FT)
 AA3287'ABOVE THE LEVEL OF SEPULVEDA BOULEVARD.
 AA3287
 AA3287                          STATION RECOVERY (1996)
 AA3287
 AA3287'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AA3287'RECOVERED AS DESCRIBED.  REF MWD FB 4034 01 072.
 AA3287
 AA3287                          STATION RECOVERY (1997)
 AA3287
 AA3287'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AA3287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4317 ***********************************************************************
 AA4317  DESIGNATION -  13 09731
 AA4317  PID         -  AA4317
 AA4317  STATE/COUNTY-  CA/LOS ANGELES
 AA4317  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4317
 AA4317                         *CURRENT SURVEY CONTROL
 AA4317  ___________________________________________________________________
 AA4317* NAD 83(1986)-  34 01 50.     (N)    118 27 03.     (W)     SCALED    
 AA4317* NAVD 88     -        46.006  (meters)     150.94   (feet)  ADJUSTED  
 AA4317  ___________________________________________________________________
 AA4317  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 AA4317  DYNAMIC HT  -          45.957 (meters)     150.78  (feet)  COMP
 AA4317  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 AA4317
 AA4317  VERT ORDER  -  SECOND    CLASS II
 AA4317
 AA4317.The horizontal coordinates were scaled from a topographic map and have
 AA4317.an estimated accuracy of +/- 6 seconds.
 AA4317
 AA4317.The orthometric height was determined by differential leveling
 AA4317.and adjusted in June 1995.
 AA4317
 AA4317.The geoid height was determined by GEOID03.
 AA4317
 AA4317.The dynamic height is computed by dividing the NAVD 88
 AA4317.geopotential number by the normal gravity value computed on the
 AA4317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4317.degrees latitude (g = 980.6199 gals.).
 AA4317
 AA4317.The modeled gravity was interpolated from observed gravity values.
 AA4317
 AA4317;                    North         East    Units  Estimated Accuracy
 AA4317;SPC CA 5     -   558,950.    1,958,370.      MT  (+/- 180 meters Scaled)
 AA4317
 AA4317                          SUPERSEDED SURVEY CONTROL
 AA4317
 AA4317.No superseded survey control is available for this station.
 AA4317
 AA4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT660664(NAD 83)
 AA4317_MARKER: S = SPIKE
 AA4317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4317_SP_SET: CATCH BASIN
 AA4317_MARK LOGO: NONE  
 AA4317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4317+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4317
 AA4317  HISTORY     - Date     Condition        Report By
 AA4317  HISTORY     - 1994     MONUMENTED       CA1980
 AA4317
 AA4317                          STATION DESCRIPTION
 AA4317
 AA4317'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4317'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4317'CORNER OF BUNDY DRIVE AND TENNESSEE AVENUE.  THE STATION IS 38.5 FT
 AA4317'(11.7 M) NORTHERLY OF THE CENTERLINE OF TENNESSEE AVE., 3.0 FT (0.9 M)
 AA4317'NORTHERLY OF POWER POLE 1949688E, AND 1.0 FT (0.3 M) WESTERLY OF THE
 AA4317'WESTERLY CURB FACE, ON THE SOUTHEASTERLY CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2724 ***********************************************************************
 EV2724  DESIGNATION -  13 11
 EV2724  PID         -  EV2724
 EV2724  STATE/COUNTY-  CA/LOS ANGELES
 EV2724  USGS QUAD   -  SAN DIMAS (1981)
 EV2724
 EV2724                         *CURRENT SURVEY CONTROL
 EV2724  ___________________________________________________________________
 EV2724* NAD 83(1986)-  34 07 18.     (N)    117 45 45.     (W)     SCALED    
 EV2724* NAVD 88     -       357.759  (meters)    1173.75   (feet)  ADJUSTED  
 EV2724  ___________________________________________________________________
 EV2724  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EV2724  DYNAMIC HT  -         357.360 (meters)    1172.44  (feet)  COMP
 EV2724  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 EV2724
 EV2724  VERT ORDER  -  FIRST     CLASS I
 EV2724
 EV2724.The horizontal coordinates were scaled from a topographic map and have
 EV2724.an estimated accuracy of +/- 6 seconds.
 EV2724
 EV2724.The orthometric height was determined by differential leveling
 EV2724.and adjusted in June 1991.
 EV2724.WARNING-Repeat measurements at this control monument indicate possible
 EV2724.vertical movement.
 EV2724
 EV2724.The geoid height was determined by GEOID03.
 EV2724
 EV2724.The dynamic height is computed by dividing the NAVD 88
 EV2724.geopotential number by the normal gravity value computed on the
 EV2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2724.degrees latitude (g = 980.6199 gals.).
 EV2724
 EV2724.The modeled gravity was interpolated from observed gravity values.
 EV2724
 EV2724;                    North         East    Units  Estimated Accuracy
 EV2724;SPC CA 5     -   568,990.    2,021,910.      MT  (+/- 180 meters Scaled)
 EV2724
 EV2724                          SUPERSEDED SURVEY CONTROL
 EV2724
 EV2724  NGVD 29 (??/??/92)  356.967  (m)         1171.15   (f) ADJ UNCH    1 1
 EV2724
 EV2724.Superseded values are not recommended for survey control.
 EV2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2724.See file dsdata.txt to determine how the superseded data were derived.
 EV2724
 EV2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT296759(NAD 83)
 EV2724_MARKER: DD = SURVEY DISK
 EV2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2724_SP_SET: CONCRETE POST
 EV2724_STAMPING: BM 13 11 1952 RE63
 EV2724_MARK LOGO: CA-037
 EV2724_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2724+STABILITY: SURFACE MOTION
 EV2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2724+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1994
 EV2724
 EV2724  HISTORY     - Date     Condition        Report By
 EV2724  HISTORY     - 1952     MONUMENTED       CA-037
 EV2724  HISTORY     - 1968     GOOD             NGS
 EV2724  HISTORY     - 1978     GOOD             NGS
 EV2724  HISTORY     - 19890426 GOOD             NGS
 EV2724  HISTORY     - 19940902 GOOD             MWDSC
 EV2724
 EV2724                          STATION DESCRIPTION
 EV2724
 EV2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2724'1.4 MI N FROM LA VERNE.
 EV2724'1.4 MI N OF THE LA VERNE CITY HALL, FRUIT STREET AND BASE LINE
 EV2724'ROAD, 100.3 FEET S OF THE CENTER LINE OF BASE LINE ROAD AND
 EV2724'7.7 FEET W OF THE CENTER LINE OF FRUIT STREET, SET ABOUT 10
 EV2724'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 EV2724'IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EV2724
 EV2724                          STATION RECOVERY (1978)
 EV2724
 EV2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2724'RECOVERED IN GOOD CONDITION.
 EV2724
 EV2724                          STATION RECOVERY (1989)
 EV2724
 EV2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV2724'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS A NEW
 EV2724'DESCRIPTION TO REACH FOLLOWS IN LA VERNE AT THE INTERSECTION OF
 EV2724'BASELINE ROAD AND FRUIT STREET NOTE THE STAMPING WAS FOUND WRONG IN
 EV2724'THE DESCRIPTION.
 EV2724
 EV2724                          STATION RECOVERY (1994)
 EV2724
 EV2724'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 EV2724'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4531 01 125
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3286 ***********************************************************************
 AA3286  DESIGNATION -  13 11375
 AA3286  PID         -  AA3286
 AA3286  STATE/COUNTY-  CA/LOS ANGELES
 AA3286  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3286
 AA3286                         *CURRENT SURVEY CONTROL
 AA3286  ___________________________________________________________________
 AA3286* NAD 83(1986)-  34 02 04.     (N)    118 26 20.     (W)     SCALED    
 AA3286* NAVD 88     -        52.343  (meters)     171.73   (feet)  ADJUSTED  
 AA3286  ___________________________________________________________________
 AA3286  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 AA3286  DYNAMIC HT  -          52.287 (meters)     171.54  (feet)  COMP
 AA3286  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 AA3286
 AA3286  VERT ORDER  -  FIRST     CLASS II
 AA3286
 AA3286.The horizontal coordinates were scaled from a topographic map and have
 AA3286.an estimated accuracy of +/- 6 seconds.
 AA3286
 AA3286.The orthometric height was determined by differential leveling
 AA3286.and adjusted in May 1999.
 AA3286.No vertical observational check was made to the station.
 AA3286
 AA3286.The geoid height was determined by GEOID03.
 AA3286
 AA3286.The dynamic height is computed by dividing the NAVD 88
 AA3286.geopotential number by the normal gravity value computed on the
 AA3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3286.degrees latitude (g = 980.6199 gals.).
 AA3286
 AA3286.The modeled gravity was interpolated from observed gravity values.
 AA3286
 AA3286;                    North         East    Units  Estimated Accuracy
 AA3286;SPC CA 5     -   559,370.    1,959,470.      MT  (+/- 180 meters Scaled)
 AA3286
 AA3286                          SUPERSEDED SURVEY CONTROL
 AA3286
 AA3286  NAVD 88 (10/24/97)   52.342  (m)          171.73   (f) UNKNOWN     1 2
 AA3286  NAVD 88 (06/28/95)   52.343  (m)          171.73   (f) UNKNOWN     1 2
 AA3286
 AA3286.Superseded values are not recommended for survey control.
 AA3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3286.See file dsdata.txt to determine how the superseded data were derived.
 AA3286
 AA3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT671669(NAD 83)
 AA3286_MARKER: DD = SURVEY DISK
 AA3286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3286_SP_SET: CATCH BASIN
 AA3286_STAMPING: 1969 PBM 13-11375
 AA3286_MARK LOGO: CA1980
 AA3286_PROJECTION: FLUSH
 AA3286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3286+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 AA3286
 AA3286  HISTORY     - Date     Condition        Report By
 AA3286  HISTORY     - 1969     MONUMENTED       CA1980
 AA3286  HISTORY     - 19940830 GOOD             NGS
 AA3286  HISTORY     - 19960725 GOOD             MWDSC
 AA3286  HISTORY     - 19970505 GOOD             MWDSC
 AA3286
 AA3286                          STATION DESCRIPTION
 AA3286
 AA3286'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 AA3286'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE SOUTHEAST
 AA3286'CORNER OF PICO BOULEVARD AND SAWTELLE BOULEVARD.  THE STATION IS 37.0
 AA3286'FT (11.3 M) WESTERLY OF THE NEAREST BRIDGE COLUMN OF THE ROUTE 405
 AA3286'OVERPASS, 20.5 FT (6.2 M) EASTERLY OF THE EASTERLY TRAFFIC SIGNAL, AND
 AA3286'2.0 FT (0.6 M) SOUTHERLY OF THE SOUTHERLY CURB FACE ON THE EASTERLY
 AA3286'SIDE OF A CATCH BASIN.
 AA3286
 AA3286                          STATION RECOVERY (1994)
 AA3286
 AA3286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3286'IN LOS ANGELES, AT THE INTERSECTION OF PICO AND SAWTELLE BOULEVARDS,
 AA3286'IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE EAST
 AA3286'CONCRETE WALL OF A CATCH BASIN, 17.7 M (58.1 FT) EAST OF THE
 AA3286'CENTERLINE OF THE NORTHBOUND LANES OF SAWTELLE BOULEVARD, 6.5 M (21.3
 AA3286'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF PICO BOULEVARD,
 AA3286'6.2 M (20.3 FT) EAST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE
 AA3286'THE LEVEL OF PICO BOULEVARD.
 AA3286
 AA3286                          STATION RECOVERY (1996)
 AA3286
 AA3286'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AA3286'RECOVERED AS DESCRIBED.  REF MWD FB 4034 01 073.
 AA3286
 AA3286                          STATION RECOVERY (1997)
 AA3286
 AA3286'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AA3286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1463 ***********************************************************************
 EW1463  DESIGNATION -  13 11910 C OF LA
 EW1463  PID         -  EW1463
 EW1463  STATE/COUNTY-  CA/LOS ANGELES
 EW1463  USGS QUAD   -  HOLLYWOOD (1994)
 EW1463
 EW1463                         *CURRENT SURVEY CONTROL
 EW1463  ___________________________________________________________________
 EW1463* NAD 83(1986)-  34 03 43.     (N)    118 20 31.     (W)     SCALED    
 EW1463* NAVD 88     -        60.83   (+/-2cm)     199.6    (feet)  VERTCON   
 EW1463  ___________________________________________________________________
 EW1463  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1463  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1463
 EW1463.The horizontal coordinates were scaled from a topographic map and have
 EW1463.an estimated accuracy of +/- 6 seconds.
 EW1463
 EW1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1463.The vertical order pertains to the NGVD 29 superseded value.
 EW1463
 EW1463.The geoid height was determined by GEOID03.
 EW1463
 EW1463;                    North         East    Units  Estimated Accuracy
 EW1463;SPC CA 5     -   562,390.    1,968,430.      MT  (+/- 180 meters Scaled)
 EW1463
 EW1463                          SUPERSEDED SURVEY CONTROL
 EW1463
 EW1463  NGVD 29 (??/??/92)   60.061  (m)          197.05   (f) ADJ UNCH    1 1
 EW1463
 EW1463.Superseded values are not recommended for survey control.
 EW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1463.See file dsdata.txt to determine how the superseded data were derived.
 EW1463
 EW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761698(NAD 83)
 EW1463_MARKER: S = SPIKE
 EW1463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1463_SP_SET: CATCH BASIN
 EW1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1463
 EW1463  HISTORY     - Date     Condition        Report By
 EW1463  HISTORY     - UNK      MONUMENTED       CA1980
 EW1463  HISTORY     - 1968     GOOD             CA1980
 EW1463
 EW1463                          STATION DESCRIPTION
 EW1463
 EW1463'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1463'AT LOS ANGELES.
 EW1463'WIRE SPIKE IN THE EAST CURB OF ORANGE DRIVE, 15 FEET NORTH OF
 EW1463'THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, SOUTH END OF
 EW1463'A CATCH BASIN.  (CONCRETE IS CRACKED AND THE TOP OF THE CATCH
 EW1463'BASIN SOMEWHAT SUNKEN.)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1455 ***********************************************************************
 EW1455  DESIGNATION -  13 11930 C OF LA
 EW1455  PID         -  EW1455
 EW1455  STATE/COUNTY-  CA/LOS ANGELES
 EW1455  USGS QUAD   -  HOLLYWOOD (1994)
 EW1455
 EW1455                         *CURRENT SURVEY CONTROL
 EW1455  ___________________________________________________________________
 EW1455* NAD 83(1986)-  34 03 44.     (N)    118 20 36.     (W)     SCALED    
 EW1455* NAVD 88     -        60.74   (+/-2cm)     199.3    (feet)  VERTCON   
 EW1455  ___________________________________________________________________
 EW1455  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1455  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1455
 EW1455.The horizontal coordinates were scaled from a topographic map and have
 EW1455.an estimated accuracy of +/- 6 seconds.
 EW1455
 EW1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1455.The vertical order pertains to the NGVD 29 superseded value.
 EW1455
 EW1455.The geoid height was determined by GEOID03.
 EW1455
 EW1455;                    North         East    Units  Estimated Accuracy
 EW1455;SPC CA 5     -   562,420.    1,968,310.      MT  (+/- 180 meters Scaled)
 EW1455
 EW1455                          SUPERSEDED SURVEY CONTROL
 EW1455
 EW1455  NGVD 29 (??/??/92)   59.972  (m)          196.76   (f) ADJ UNCH    1 1
 EW1455
 EW1455.Superseded values are not recommended for survey control.
 EW1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1455.See file dsdata.txt to determine how the superseded data were derived.
 EW1455
 EW1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760698(NAD 83)
 EW1455_MARKER: S = SPIKE
 EW1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1455_SP_SET: CURB
 EW1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1455
 EW1455  HISTORY     - Date     Condition        Report By
 EW1455  HISTORY     - UNK      MONUMENTED       CA1980
 EW1455  HISTORY     - 1968     GOOD             CA1980
 EW1455
 EW1455                          STATION DESCRIPTION
 EW1455
 EW1455'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1455'AT LOS ANGELES.
 EW1455'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 5 FEET WEST
 EW1455'OF THE BEGINNING OF CURB RETURN WEST OF SYCAMORE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1471 ***********************************************************************
 EW1471  DESIGNATION -  13 11949 C OF LA
 EW1471  PID         -  EW1471
 EW1471  STATE/COUNTY-  CA/LOS ANGELES
 EW1471  USGS QUAD   -  HOLLYWOOD (1994)
 EW1471
 EW1471                         *CURRENT SURVEY CONTROL
 EW1471  ___________________________________________________________________
 EW1471* NAD 83(1986)-  34 03 44.     (N)    118 20 42.     (W)     SCALED    
 EW1471* NAVD 88     -        59.50   (+/-2cm)     195.2    (feet)  VERTCON   
 EW1471  ___________________________________________________________________
 EW1471  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1471  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1471
 EW1471.The horizontal coordinates were scaled from a topographic map and have
 EW1471.an estimated accuracy of +/- 6 seconds.
 EW1471
 EW1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1471.The vertical order pertains to the NGVD 29 superseded value.
 EW1471
 EW1471.The geoid height was determined by GEOID03.
 EW1471
 EW1471;                    North         East    Units  Estimated Accuracy
 EW1471;SPC CA 5     -   562,420.    1,968,150.      MT  (+/- 180 meters Scaled)
 EW1471
 EW1471                          SUPERSEDED SURVEY CONTROL
 EW1471
 EW1471  NGVD 29 (??/??/92)   58.731  (m)          192.69   (f) ADJ UNCH    1 1
 EW1471
 EW1471.Superseded values are not recommended for survey control.
 EW1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1471.See file dsdata.txt to determine how the superseded data were derived.
 EW1471
 EW1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758698(NAD 83)
 EW1471_MARKER: S = SPIKE
 EW1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1471_SP_SET: CURB
 EW1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1471
 EW1471  HISTORY     - Date     Condition        Report By
 EW1471  HISTORY     - UNK      MONUMENTED       CA1980
 EW1471  HISTORY     - 1968     GOOD             CA1980
 EW1471
 EW1471                          STATION DESCRIPTION
 EW1471
 EW1471'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1471'AT LOS ANGELES.
 EW1471'WIRE SPIKE IN THE WEST CURB OF DETROIT STREET, 22.7 FEET NORTH
 EW1471'OF THE NORTH CURB LINE OF WILSHIRE BOULEVARD, 1.5 FEET NORTH
 EW1471'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1475 ***********************************************************************
 EW1475  DESIGNATION -  13 11960 C OF LA
 EW1475  PID         -  EW1475
 EW1475  STATE/COUNTY-  CA/LOS ANGELES
 EW1475  USGS QUAD   -  HOLLYWOOD (1994)
 EW1475
 EW1475                         *CURRENT SURVEY CONTROL
 EW1475  ___________________________________________________________________
 EW1475* NAD 83(1986)-  34 03 44.     (N)    118 20 46.     (W)     SCALED    
 EW1475* NAVD 88     -        59.92   (+/-2cm)     196.6    (feet)  VERTCON   
 EW1475  ___________________________________________________________________
 EW1475  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1475  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1475
 EW1475.The horizontal coordinates were scaled from a topographic map and have
 EW1475.an estimated accuracy of +/- 6 seconds.
 EW1475
 EW1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1475.The vertical order pertains to the NGVD 29 superseded value.
 EW1475
 EW1475.The geoid height was determined by GEOID03.
 EW1475
 EW1475;                    North         East    Units  Estimated Accuracy
 EW1475;SPC CA 5     -   562,420.    1,968,050.      MT  (+/- 180 meters Scaled)
 EW1475
 EW1475                          SUPERSEDED SURVEY CONTROL
 EW1475
 EW1475  NGVD 29 (??/??/92)   59.152  (m)          194.07   (f) ADJ UNCH    1 1
 EW1475
 EW1475.Superseded values are not recommended for survey control.
 EW1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1475.See file dsdata.txt to determine how the superseded data were derived.
 EW1475
 EW1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT757698(NAD 83)
 EW1475_MARKER: S = SPIKE
 EW1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1475_SP_SET: CURB
 EW1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1475
 EW1475  HISTORY     - Date     Condition        Report By
 EW1475  HISTORY     - UNK      MONUMENTED       CA1980
 EW1475  HISTORY     - 1968     GOOD             CA1980
 EW1475
 EW1475                          STATION DESCRIPTION
 EW1475
 EW1475'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1475'AT LOS ANGELES.
 EW1475'WIRE SPIKE IN THE EAST CURB OF CLOVERDALE AVENUE, 9.5 FEET
 EW1475'NORTH OF THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, NORTH
 EW1475'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1481 ***********************************************************************
 EW1481  DESIGNATION -  13 12030 C OF LA
 EW1481  PID         -  EW1481
 EW1481  STATE/COUNTY-  CA/LOS ANGELES
 EW1481  USGS QUAD   -  HOLLYWOOD (1994)
 EW1481
 EW1481                         *CURRENT SURVEY CONTROL
 EW1481  ___________________________________________________________________
 EW1481* NAD 83(1986)-  34 03 44.     (N)    118 21 05.     (W)     SCALED    
 EW1481* NAVD 88     -        59.67   (+/-2cm)     195.8    (feet)  VERTCON   
 EW1481  ___________________________________________________________________
 EW1481  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1481  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1481
 EW1481.The horizontal coordinates were scaled from a topographic map and have
 EW1481.an estimated accuracy of +/- 6 seconds.
 EW1481
 EW1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1481.The vertical order pertains to the NGVD 29 superseded value.
 EW1481
 EW1481.The geoid height was determined by GEOID03.
 EW1481
 EW1481;                    North         East    Units  Estimated Accuracy
 EW1481;SPC CA 5     -   562,420.    1,967,560.      MT  (+/- 180 meters Scaled)
 EW1481
 EW1481                          SUPERSEDED SURVEY CONTROL
 EW1481
 EW1481  NGVD 29 (??/??/92)   58.907  (m)          193.26   (f) ADJ UNCH    1 1
 EW1481
 EW1481.Superseded values are not recommended for survey control.
 EW1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1481.See file dsdata.txt to determine how the superseded data were derived.
 EW1481
 EW1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT752698(NAD 83)
 EW1481_MARKER: S = SPIKE
 EW1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1481_SP_SET: CURB
 EW1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1481
 EW1481  HISTORY     - Date     Condition        Report By
 EW1481  HISTORY     - UNK      MONUMENTED       CA1980
 EW1481  HISTORY     - 1968     GOOD             CA1980
 EW1481
 EW1481                          STATION DESCRIPTION
 EW1481
 EW1481'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1481'AT LOS ANGELES.
 EW1481'WIRE SPIKE IN THE EAST CURB OF HAUSER BOULEVARD, 22 FEET NORTH
 EW1481'OF THE NORTH CURB LINE OF WILSHIRE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1483 ***********************************************************************
 EW1483  DESIGNATION -  13 12057 C OF LA
 EW1483  PID         -  EW1483
 EW1483  STATE/COUNTY-  CA/LOS ANGELES
 EW1483  USGS QUAD   -  HOLLYWOOD (1994)
 EW1483
 EW1483                         *CURRENT SURVEY CONTROL
 EW1483  ___________________________________________________________________
 EW1483* NAD 83(1986)-  34 03 45.     (N)    118 21 09.     (W)     SCALED    
 EW1483* NAVD 88     -        58.89   (+/-2cm)     193.2    (feet)  VERTCON   
 EW1483  ___________________________________________________________________
 EW1483  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1483  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1483
 EW1483.The horizontal coordinates were scaled from a topographic map and have
 EW1483.an estimated accuracy of +/- 6 seconds.
 EW1483
 EW1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1483.The vertical order pertains to the NGVD 29 superseded value.
 EW1483
 EW1483.The geoid height was determined by GEOID03.
 EW1483
 EW1483;                    North         East    Units  Estimated Accuracy
 EW1483;SPC CA 5     -   562,450.    1,967,460.      MT  (+/- 180 meters Scaled)
 EW1483
 EW1483                          SUPERSEDED SURVEY CONTROL
 EW1483
 EW1483  NGVD 29 (??/??/92)   58.121  (m)          190.69   (f) ADJ UNCH    1 2
 EW1483
 EW1483.Superseded values are not recommended for survey control.
 EW1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1483.See file dsdata.txt to determine how the superseded data were derived.
 EW1483
 EW1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT751699(NAD 83)
 EW1483_MARKER: S = SPIKE
 EW1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1483_SP_SET: CURB
 EW1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1483
 EW1483  HISTORY     - Date     Condition        Report By
 EW1483  HISTORY     - UNK      MONUMENTED       CA1980
 EW1483  HISTORY     - 1968     GOOD             CA1980
 EW1483
 EW1483                          STATION DESCRIPTION
 EW1483
 EW1483'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1483'IN LOS ANGELES.
 EW1483'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 9.5 FEET
 EW1483'WEST OF THE BEGINNING OF CURB RETURN WEST OF MASSELIN AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1486 ***********************************************************************
 EW1486  DESIGNATION -  13 12070 C OF LA
 EW1486  PID         -  EW1486
 EW1486  STATE/COUNTY-  CA/LOS ANGELES
 EW1486  USGS QUAD   -  HOLLYWOOD (1994)
 EW1486
 EW1486                         *CURRENT SURVEY CONTROL
 EW1486  ___________________________________________________________________
 EW1486* NAD 83(1986)-  34 03 45.     (N)    118 21 17.     (W)     SCALED    
 EW1486* NAVD 88     -        57.21   (+/-2cm)     187.7    (feet)  VERTCON   
 EW1486  ___________________________________________________________________
 EW1486  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1486  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1486
 EW1486.The horizontal coordinates were scaled from a topographic map and have
 EW1486.an estimated accuracy of +/- 6 seconds.
 EW1486
 EW1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1486.The vertical order pertains to the NGVD 29 superseded value.
 EW1486
 EW1486.The geoid height was determined by GEOID03.
 EW1486
 EW1486;                    North         East    Units  Estimated Accuracy
 EW1486;SPC CA 5     -   562,450.    1,967,250.      MT  (+/- 180 meters Scaled)
 EW1486
 EW1486                          SUPERSEDED SURVEY CONTROL
 EW1486
 EW1486  NGVD 29 (??/??/92)   56.443  (m)          185.18   (f) ADJ UNCH    1 1
 EW1486
 EW1486.Superseded values are not recommended for survey control.
 EW1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1486.See file dsdata.txt to determine how the superseded data were derived.
 EW1486
 EW1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749699(NAD 83)
 EW1486_MARKER: S = SPIKE
 EW1486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1486_SP_SET: RETAINING WALL
 EW1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1486
 EW1486  HISTORY     - Date     Condition        Report By
 EW1486  HISTORY     - UNK      MONUMENTED       CA1980
 EW1486  HISTORY     - 1968     GOOD             CA1980
 EW1486
 EW1486                          STATION DESCRIPTION
 EW1486
 EW1486'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1486'AT LOS ANGELES.
 EW1486'CUT SPIKE IN THE TOP OF A RETAINING WALL, 3 FEET WEST OF THE
 EW1486'EAST END, ON THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD,
 EW1486'175 FEET WEST OF THE WEST PROPERTY LINE OF CURZON AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1503 ***********************************************************************
 EW1503  DESIGNATION -  13 12091 C OF LA
 EW1503  PID         -  EW1503
 EW1503  STATE/COUNTY-  CA/LOS ANGELES
 EW1503  USGS QUAD   -  HOLLYWOOD (1994)
 EW1503
 EW1503                         *CURRENT SURVEY CONTROL
 EW1503  ___________________________________________________________________
 EW1503* NAD 83(1986)-  34 03 45.     (N)    118 21 28.     (W)     SCALED    
 EW1503* NAVD 88     -        54.19   (+/-2cm)     177.8    (feet)  VERTCON   
 EW1503  ___________________________________________________________________
 EW1503  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1503  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1503
 EW1503.The horizontal coordinates were scaled from a topographic map and have
 EW1503.an estimated accuracy of +/- 6 seconds.
 EW1503
 EW1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1503.The vertical order pertains to the NGVD 29 superseded value.
 EW1503
 EW1503.The geoid height was determined by GEOID03.
 EW1503
 EW1503;                    North         East    Units  Estimated Accuracy
 EW1503;SPC CA 5     -   562,460.    1,966,970.      MT  (+/- 180 meters Scaled)
 EW1503
 EW1503                          SUPERSEDED SURVEY CONTROL
 EW1503
 EW1503  NGVD 29 (??/??/92)   53.425  (m)          175.28   (f) ADJ UNCH    1 1
 EW1503
 EW1503.Superseded values are not recommended for survey control.
 EW1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1503.See file dsdata.txt to determine how the superseded data were derived.
 EW1503
 EW1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT747699(NAD 83)
 EW1503_MARKER: S = SPIKE
 EW1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1503_SP_SET: CURB
 EW1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1503
 EW1503  HISTORY     - Date     Condition        Report By
 EW1503  HISTORY     - UNK      MONUMENTED       CA1980
 EW1503  HISTORY     - 1968     GOOD             CA1980
 EW1503
 EW1503                          STATION DESCRIPTION
 EW1503
 EW1503'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1503'AT LOS ANGELES.
 EW1503'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 1.5 FEET
 EW1503'EAST OF AN ANGLE POINT IN THE SIDEWALK, 206.5 FEET EAST OF THE
 EW1503'EAST CURB LINE OF SPAULDING AVENUE.  (THE SPIKE DESIGNATED
 EW1503'BM 13-12091 IS THE MOST WESTERLY OF TWO SPIKES WHICH ARE BOTH
 EW1503'IN THE NORTH CURB OF WILSHIRE BOULEVARD AND ARE 25.7 FEET APART).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1502 ***********************************************************************
 EW1502  DESIGNATION -  13 12130 C OF LA
 EW1502  PID         -  EW1502
 EW1502  STATE/COUNTY-  CA/LOS ANGELES
 EW1502  USGS QUAD   -  HOLLYWOOD (1994)
 EW1502
 EW1502                         *CURRENT SURVEY CONTROL
 EW1502  ___________________________________________________________________
 EW1502* NAD 83(1986)-  34 03 45.     (N)    118 21 34.     (W)     SCALED    
 EW1502* NAVD 88     -        50.59   (+/-2cm)     166.0    (feet)  VERTCON   
 EW1502  ___________________________________________________________________
 EW1502  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1502  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1502
 EW1502.The horizontal coordinates were scaled from a topographic map and have
 EW1502.an estimated accuracy of +/- 6 seconds.
 EW1502
 EW1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1502.The vertical order pertains to the NGVD 29 superseded value.
 EW1502
 EW1502.The geoid height was determined by GEOID03.
 EW1502
 EW1502;                    North         East    Units  Estimated Accuracy
 EW1502;SPC CA 5     -   562,460.    1,966,820.      MT  (+/- 180 meters Scaled)
 EW1502
 EW1502                          SUPERSEDED SURVEY CONTROL
 EW1502
 EW1502  NGVD 29 (??/??/92)   49.827  (m)          163.47   (f) ADJ UNCH    1 1
 EW1502
 EW1502.Superseded values are not recommended for survey control.
 EW1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1502.See file dsdata.txt to determine how the superseded data were derived.
 EW1502
 EW1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745699(NAD 83)
 EW1502_MARKER: S = SPIKE
 EW1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1502_SP_SET: CURB
 EW1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1502
 EW1502  HISTORY     - Date     Condition        Report By
 EW1502  HISTORY     - UNK      MONUMENTED       CA1980
 EW1502  HISTORY     - 1938     GOOD             CA1980
 EW1502
 EW1502                          STATION DESCRIPTION
 EW1502
 EW1502'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1938
 EW1502'AT LOS ANGELES.
 EW1502'WIRE SPIKE IN THE EAST CURB OF OGDEN DRIVE, 13 FEET NORTH OF
 EW1502'THE NORTH PROPERTY LINE OF WILSHIRE BOULEVARD, NORTH END OF
 EW1502'A CATCH BASIN (CONCRETE IS SLIGHTLY BROKEN).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1487 ***********************************************************************
 EW1487  DESIGNATION -  13 12151 C OF LA
 EW1487  PID         -  EW1487
 EW1487  STATE/COUNTY-  CA/LOS ANGELES
 EW1487  USGS QUAD   -  HOLLYWOOD (1994)
 EW1487
 EW1487                         *CURRENT SURVEY CONTROL
 EW1487  ___________________________________________________________________
 EW1487* NAD 83(1986)-  34 03 46.     (N)    118 21 41.     (W)     SCALED    
 EW1487* NAVD 88     -        51.01   (+/-2cm)     167.4    (feet)  VERTCON   
 EW1487  ___________________________________________________________________
 EW1487  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1487  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1487
 EW1487.The horizontal coordinates were scaled from a topographic map and have
 EW1487.an estimated accuracy of +/- 6 seconds.
 EW1487
 EW1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1487.The vertical order pertains to the NGVD 29 superseded value.
 EW1487
 EW1487.The geoid height was determined by GEOID03.
 EW1487
 EW1487;                    North         East    Units  Estimated Accuracy
 EW1487;SPC CA 5     -   562,490.    1,966,640.      MT  (+/- 180 meters Scaled)
 EW1487
 EW1487                          SUPERSEDED SURVEY CONTROL
 EW1487
 EW1487  NGVD 29 (??/??/92)   50.246  (m)          164.85   (f) ADJ UNCH    1 1
 EW1487
 EW1487.Superseded values are not recommended for survey control.
 EW1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1487.See file dsdata.txt to determine how the superseded data were derived.
 EW1487
 EW1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743699(NAD 83)
 EW1487_MARKER: S = SPIKE
 EW1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1487_SP_SET: CURB
 EW1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1487
 EW1487  HISTORY     - Date     Condition        Report By
 EW1487  HISTORY     - UNK      MONUMENTED       CA1980
 EW1487  HISTORY     - 1968     GOOD             CA1980
 EW1487
 EW1487                          STATION DESCRIPTION
 EW1487
 EW1487'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1487'AT LOS ANGELES.
 EW1487'SQUARE SPIKE IN THE EAST CURB OF FAIRFAX AVENUE, 35 FEET NORTH
 EW1487'OF THE NORTH CURB LINE OF WILSHIRE BOULEVARD, NORTH END OF A
 EW1487'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1473 ***********************************************************************
 EW1473  DESIGNATION -  13 12169 C OF LA
 EW1473  PID         -  EW1473
 EW1473  STATE/COUNTY-  CA/LOS ANGELES
 EW1473  USGS QUAD   -  HOLLYWOOD (1994)
 EW1473
 EW1473                         *CURRENT SURVEY CONTROL
 EW1473  ___________________________________________________________________
 EW1473* NAD 83(1986)-  34 03 47.     (N)    118 21 54.     (W)     SCALED    
 EW1473* NAVD 88     -        46.83   (+/-2cm)     153.6    (feet)  VERTCON   
 EW1473  ___________________________________________________________________
 EW1473  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1473  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1473
 EW1473.The horizontal coordinates were scaled from a topographic map and have
 EW1473.an estimated accuracy of +/- 6 seconds.
 EW1473
 EW1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1473.The vertical order pertains to the NGVD 29 superseded value.
 EW1473
 EW1473.The geoid height was determined by GEOID03.
 EW1473
 EW1473;                    North         East    Units  Estimated Accuracy
 EW1473;SPC CA 5     -   562,520.    1,966,310.      MT  (+/- 180 meters Scaled)
 EW1473
 EW1473                          SUPERSEDED SURVEY CONTROL
 EW1473
 EW1473  NGVD 29 (??/??/92)   46.064  (m)          151.13   (f) ADJ UNCH    1 1
 EW1473
 EW1473.Superseded values are not recommended for survey control.
 EW1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1473.See file dsdata.txt to determine how the superseded data were derived.
 EW1473
 EW1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740699(NAD 83)
 EW1473_MARKER: S = SPIKE
 EW1473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1473_SP_SET: CATCH BASIN
 EW1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1473
 EW1473  HISTORY     - Date     Condition        Report By
 EW1473  HISTORY     - UNK      MONUMENTED       CA1980
 EW1473  HISTORY     - 1968     GOOD             CA1980
 EW1473
 EW1473                          STATION DESCRIPTION
 EW1473
 EW1473'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1473'AT LOS ANGELES.
 EW1473'WIRE SPIKE, 4 FEET NORTH OF THE NORTH CURB LINE OF WILSHIRE
 EW1473'BOULEVARD, 34.8 FEET EAST OF THE EAST PROPERTY LINE OF CRESCENT
 EW1473'HEIGHTS BOULEVARD, IN THE TOP OF A CATCH BASIN, AT THE NORTHEAST
 EW1473'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1490 ***********************************************************************
 EW1490  DESIGNATION -  13 12191 C OF LA
 EW1490  PID         -  EW1490
 EW1490  STATE/COUNTY-  CA/LOS ANGELES
 EW1490  USGS QUAD   -  HOLLYWOOD (1994)
 EW1490
 EW1490                         *CURRENT SURVEY CONTROL
 EW1490  ___________________________________________________________________
 EW1490* NAD 83(1986)-  34 03 48.     (N)    118 21 56.     (W)     SCALED    
 EW1490* NAVD 88     -        46.32   (+/-2cm)     152.0    (feet)  VERTCON   
 EW1490  ___________________________________________________________________
 EW1490  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1490  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1490
 EW1490.The horizontal coordinates were scaled from a topographic map and have
 EW1490.an estimated accuracy of +/- 6 seconds.
 EW1490
 EW1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1490.The vertical order pertains to the NGVD 29 superseded value.
 EW1490
 EW1490.The geoid height was determined by GEOID03.
 EW1490
 EW1490;                    North         East    Units  Estimated Accuracy
 EW1490;SPC CA 5     -   562,550.    1,966,250.      MT  (+/- 180 meters Scaled)
 EW1490
 EW1490                          SUPERSEDED SURVEY CONTROL
 EW1490
 EW1490  NGVD 29 (??/??/92)   45.552  (m)          149.45   (f) ADJ UNCH    1 2
 EW1490
 EW1490.Superseded values are not recommended for survey control.
 EW1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1490.See file dsdata.txt to determine how the superseded data were derived.
 EW1490
 EW1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT739700(NAD 83)
 EW1490_MARKER: S = SPIKE
 EW1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1490_SP_SET: CURB
 EW1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1490
 EW1490  HISTORY     - Date     Condition        Report By
 EW1490  HISTORY     - UNK      MONUMENTED       CA1980
 EW1490  HISTORY     - 1968     GOOD             CA1980
 EW1490
 EW1490                          STATION DESCRIPTION
 EW1490
 EW1490'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1490'AT LOS ANGELES.
 EW1490'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 1 FOOT WEST
 EW1490'OF THE BEGINNING OF CURB RETURN WEST OF MC CARTHY VISTA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1474 ***********************************************************************
 EW1474  DESIGNATION -  13 12192 C OF LA
 EW1474  PID         -  EW1474
 EW1474  STATE/COUNTY-  CA/LOS ANGELES
 EW1474  USGS QUAD   -  HOLLYWOOD (1994)
 EW1474
 EW1474                         *CURRENT SURVEY CONTROL
 EW1474  ___________________________________________________________________
 EW1474* NAD 83(1986)-  34 03 48.     (N)    118 21 56.     (W)     SCALED    
 EW1474* NAVD 88     -        46.27   (+/-2cm)     151.8    (feet)  VERTCON   
 EW1474  ___________________________________________________________________
 EW1474  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1474  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1474
 EW1474.The horizontal coordinates were scaled from a topographic map and have
 EW1474.an estimated accuracy of +/- 6 seconds.
 EW1474
 EW1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1474.The vertical order pertains to the NGVD 29 superseded value.
 EW1474
 EW1474.The geoid height was determined by GEOID03.
 EW1474
 EW1474;                    North         East    Units  Estimated Accuracy
 EW1474;SPC CA 5     -   562,550.    1,966,250.      MT  (+/- 180 meters Scaled)
 EW1474
 EW1474                          SUPERSEDED SURVEY CONTROL
 EW1474
 EW1474  NGVD 29 (??/??/92)   45.50   (m)          149.3    (f) COMPUTED    1 1
 EW1474
 EW1474.Superseded values are not recommended for survey control.
 EW1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1474.See file dsdata.txt to determine how the superseded data were derived.
 EW1474
 EW1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT739700(NAD 83)
 EW1474_MARKER: S = SPIKE
 EW1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1474_SP_SET: CURB
 EW1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1474
 EW1474  HISTORY     - Date     Condition        Report By
 EW1474  HISTORY     - UNK      MONUMENTED       RBNF
 EW1474
 EW1474                          STATION DESCRIPTION
 EW1474
 EW1474'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1474'IN LOS ANGELES.
 EW1474'WIRE SPIKE IN SOUTH CURB OF WILSHIRE BLVD., 4 FEET WEST OF BOX CULVERT
 EW1474'CURB RETURN WEST OF MCCARTHY VISTA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1498 ***********************************************************************
 EW1498  DESIGNATION -  13 12210 C OF LA
 EW1498  PID         -  EW1498
 EW1498  STATE/COUNTY-  CA/LOS ANGELES
 EW1498  USGS QUAD   -  HOLLYWOOD (1994)
 EW1498
 EW1498                         *CURRENT SURVEY CONTROL
 EW1498  ___________________________________________________________________
 EW1498* NAD 83(1986)-  34 03 47.     (N)    118 22 05.     (W)     SCALED    
 EW1498* NAVD 88     -        44.74   (+/-2cm)     146.8    (feet)  VERTCON   
 EW1498  ___________________________________________________________________
 EW1498  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1498  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1498
 EW1498.The horizontal coordinates were scaled from a topographic map and have
 EW1498.an estimated accuracy of +/- 6 seconds.
 EW1498
 EW1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1498.The vertical order pertains to the NGVD 29 superseded value.
 EW1498
 EW1498.The geoid height was determined by GEOID03.
 EW1498
 EW1498;                    North         East    Units  Estimated Accuracy
 EW1498;SPC CA 5     -   562,520.    1,966,020.      MT  (+/- 180 meters Scaled)
 EW1498
 EW1498                          SUPERSEDED SURVEY CONTROL
 EW1498
 EW1498  NGVD 29 (??/??/92)   43.968  (m)          144.25   (f) ADJ UNCH    1 1
 EW1498
 EW1498.Superseded values are not recommended for survey control.
 EW1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1498.See file dsdata.txt to determine how the superseded data were derived.
 EW1498
 EW1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737699(NAD 83)
 EW1498_MARKER: S = SPIKE
 EW1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1498_SP_SET: CURB
 EW1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1498
 EW1498  HISTORY     - Date     Condition        Report By
 EW1498  HISTORY     - UNK      MONUMENTED       CA1980
 EW1498  HISTORY     - 1968     GOOD             CA1980
 EW1498
 EW1498                          STATION DESCRIPTION
 EW1498
 EW1498'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1498'AT LOS ANGELES.
 EW1498'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 16 FEET
 EW1498'EAST OF THE EAST PROPERTY LINE OF LA JOLLA AVENUE, 1 FOOT EAST
 EW1498'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1496 ***********************************************************************
 EW1496  DESIGNATION -  13 12250 C OF LA
 EW1496  PID         -  EW1496
 EW1496  STATE/COUNTY-  CA/LOS ANGELES
 EW1496  USGS QUAD   -  HOLLYWOOD (1994)
 EW1496
 EW1496                         *CURRENT SURVEY CONTROL
 EW1496  ___________________________________________________________________
 EW1496* NAD 83(1986)-  34 03 50.     (N)    118 22 18.     (W)     SCALED    
 EW1496* NAVD 88     -        43.56   (+/-2cm)     142.9    (feet)  VERTCON   
 EW1496  ___________________________________________________________________
 EW1496  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1496  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1496
 EW1496.The horizontal coordinates were scaled from a topographic map and have
 EW1496.an estimated accuracy of +/- 6 seconds.
 EW1496
 EW1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1496.The vertical order pertains to the NGVD 29 superseded value.
 EW1496
 EW1496.The geoid height was determined by GEOID03.
 EW1496
 EW1496;                    North         East    Units  Estimated Accuracy
 EW1496;SPC CA 5     -   562,610.    1,965,690.      MT  (+/- 180 meters Scaled)
 EW1496
 EW1496                          SUPERSEDED SURVEY CONTROL
 EW1496
 EW1496  NGVD 29 (??/??/92)   42.789  (m)          140.38   (f) ADJ UNCH    1 1
 EW1496
 EW1496.Superseded values are not recommended for survey control.
 EW1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1496.See file dsdata.txt to determine how the superseded data were derived.
 EW1496
 EW1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT734700(NAD 83)
 EW1496_MARKER: S = SPIKE
 EW1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1496_SP_SET: CURB
 EW1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1496
 EW1496  HISTORY     - Date     Condition        Report By
 EW1496  HISTORY     - UNK      MONUMENTED       CA1980
 EW1496  HISTORY     - 1968     GOOD             CA1980
 EW1496
 EW1496                          STATION DESCRIPTION
 EW1496
 EW1496'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1496'AT LOS ANGELES.
 EW1496'CUT SPIKE, 3.5 FEET EAST OF THE EAST CURB LIEN OF SWEETZER
 EW1496'AVENUE, 9 FEET NORTH OF THE NORTH PROPERTY LINE OF WILSHIRE
 EW1496'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1492 ***********************************************************************
 EW1492  DESIGNATION -  13 12290 C OF LA
 EW1492  PID         -  EW1492
 EW1492  STATE/COUNTY-  CA/LOS ANGELES
 EW1492  USGS QUAD   -  HOLLYWOOD (1994)
 EW1492
 EW1492                         *CURRENT SURVEY CONTROL
 EW1492  ___________________________________________________________________
 EW1492* NAD 83(1986)-  34 03 47.     (N)    118 22 16.     (W)     SCALED    
 EW1492* NAVD 88     -        43.65   (+/-2cm)     143.2    (feet)  VERTCON   
 EW1492  ___________________________________________________________________
 EW1492  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1492  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1492
 EW1492.The horizontal coordinates were scaled from a topographic map and have
 EW1492.an estimated accuracy of +/- 6 seconds.
 EW1492
 EW1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1492.The vertical order pertains to the NGVD 29 superseded value.
 EW1492
 EW1492.The geoid height was determined by GEOID03.
 EW1492
 EW1492;                    North         East    Units  Estimated Accuracy
 EW1492;SPC CA 5     -   562,520.    1,965,740.      MT  (+/- 180 meters Scaled)
 EW1492
 EW1492                          SUPERSEDED SURVEY CONTROL
 EW1492
 EW1492  NGVD 29 (??/??/92)   42.885  (m)          140.70   (f) ADJ UNCH    1 1
 EW1492
 EW1492.Superseded values are not recommended for survey control.
 EW1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1492.See file dsdata.txt to determine how the superseded data were derived.
 EW1492
 EW1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT734699(NAD 83)
 EW1492_MARKER: S = SPIKE
 EW1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1492_SP_SET: CURB
 EW1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1492
 EW1492  HISTORY     - Date     Condition        Report By
 EW1492  HISTORY     - UNK      MONUMENTED       CA1980
 EW1492  HISTORY     - 1968     GOOD             CA1980
 EW1492
 EW1492                          STATION DESCRIPTION
 EW1492
 EW1492'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1492'AT LOS ANGELES.
 EW1492'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 2 FEET
 EW1492'EAST OF THE BEGINNING OF CURB RETURN EAST OF SAN VICENTE
 EW1492'BOULEVARD, AT THE CENTER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1651 ***********************************************************************
 EW1651  DESIGNATION -  13 12330 C OF LA
 EW1651  PID         -  EW1651
 EW1651  STATE/COUNTY-  CA/LOS ANGELES
 EW1651  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1651
 EW1651                         *CURRENT SURVEY CONTROL
 EW1651  ___________________________________________________________________
 EW1651* NAD 83(1986)-  34 03 53.     (N)    118 22 34.     (W)     SCALED    
 EW1651* NAVD 88     -        42.63   (+/-2cm)     139.9    (feet)  VERTCON   
 EW1651  ___________________________________________________________________
 EW1651  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1651  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1651
 EW1651.The horizontal coordinates were scaled from a topographic map and have
 EW1651.an estimated accuracy of +/- 6 seconds.
 EW1651
 EW1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1651.The vertical order pertains to the NGVD 29 superseded value.
 EW1651
 EW1651.The geoid height was determined by GEOID03.
 EW1651
 EW1651;                    North         East    Units  Estimated Accuracy
 EW1651;SPC CA 5     -   562,710.    1,965,280.      MT  (+/- 180 meters Scaled)
 EW1651
 EW1651                          SUPERSEDED SURVEY CONTROL
 EW1651
 EW1651  NGVD 29 (??/??/92)   41.859  (m)          137.33   (f) ADJ UNCH    1 1
 EW1651
 EW1651.Superseded values are not recommended for survey control.
 EW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1651.See file dsdata.txt to determine how the superseded data were derived.
 EW1651
 EW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730701(NAD 83)
 EW1651_MARKER: S = SPIKE
 EW1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1651_SP_SET: CURB
 EW1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1651
 EW1651  HISTORY     - Date     Condition        Report By
 EW1651  HISTORY     - UNK      MONUMENTED       CA1980
 EW1651  HISTORY     - 1968     GOOD             CA1980
 EW1651
 EW1651                          STATION DESCRIPTION
 EW1651
 EW1651'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1651'AT BEVERLY HILLS.
 EW1651'WIRE SPIKE IN THE SOUTH CURB OF WILSHIRE BOULEVARD, 0.4 FEET
 EW1651'WEST OF THE BEGINNING OF CURB RETURN WEST OF LA CIENEGA
 EW1651'BOULEVARD, EAST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1709 ***********************************************************************
 EW1709  DESIGNATION -  13 12470 C OF LA
 EW1709  PID         -  EW1709
 EW1709  STATE/COUNTY-  CA/LOS ANGELES
 EW1709  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1709
 EW1709                         *CURRENT SURVEY CONTROL
 EW1709  ___________________________________________________________________
 EW1709* NAD 83(1986)-  34 04 02.     (N)    118 23 22.     (W)     SCALED    
 EW1709* NAVD 88     -        56.77   (+/-2cm)     186.3    (feet)  VERTCON   
 EW1709  ___________________________________________________________________
 EW1709  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1709  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1709
 EW1709.The horizontal coordinates were scaled from a topographic map and have
 EW1709.an estimated accuracy of +/- 6 seconds.
 EW1709
 EW1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1709.The vertical order pertains to the NGVD 29 superseded value.
 EW1709
 EW1709.The geoid height was determined by GEOID03.
 EW1709
 EW1709;                    North         East    Units  Estimated Accuracy
 EW1709;SPC CA 5     -   562,990.    1,964,050.      MT  (+/- 180 meters Scaled)
 EW1709
 EW1709                          SUPERSEDED SURVEY CONTROL
 EW1709
 EW1709  NGVD 29 (??/??/92)   55.994  (m)          183.71   (f) ADJ UNCH    1 1
 EW1709
 EW1709.Superseded values are not recommended for survey control.
 EW1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1709.See file dsdata.txt to determine how the superseded data were derived.
 EW1709
 EW1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717704(NAD 83)
 EW1709_MARKER: S = SPIKE
 EW1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1709_SP_SET: CATCH BASIN
 EW1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1709
 EW1709  HISTORY     - Date     Condition        Report By
 EW1709  HISTORY     - UNK      MONUMENTED       CA1980
 EW1709  HISTORY     - 1968     GOOD             CA1980
 EW1709
 EW1709                          STATION DESCRIPTION
 EW1709
 EW1709'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1709'AT BEVERLY HILLS.
 EW1709'CUT SPIKE, 3.6 FEET NORTH OF THE NORTH CURB LINE OF WILSHIRE
 EW1709'BOULEVARD, 9.3 FEET WEST OF THE WEST PROPERTY LINE OF DOHENY
 EW1709'DRIVE, IN THE TOP OF A CATCH BASIN, AT THE NORTHWEST CORNER (CONCRETE
 EW1709'IS PARTIALLY CRACKED).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1717 ***********************************************************************
 EW1717  DESIGNATION -  13 12530 C OF LA
 EW1717  PID         -  EW1717
 EW1717  STATE/COUNTY-  CA/LOS ANGELES
 EW1717  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1717
 EW1717                         *CURRENT SURVEY CONTROL
 EW1717  ___________________________________________________________________
 EW1717* NAD 83(1986)-  34 04 01.     (N)    118 23 38.     (W)     SCALED    
 EW1717* NAVD 88     -        65.02   (+/-2cm)     213.3    (feet)  VERTCON   
 EW1717  ___________________________________________________________________
 EW1717  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1717  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1717
 EW1717.The horizontal coordinates were scaled from a topographic map and have
 EW1717.an estimated accuracy of +/- 6 seconds.
 EW1717
 EW1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1717.The vertical order pertains to the NGVD 29 superseded value.
 EW1717
 EW1717.The geoid height was determined by GEOID03.
 EW1717
 EW1717;                    North         East    Units  Estimated Accuracy
 EW1717;SPC CA 5     -   562,960.    1,963,640.      MT  (+/- 180 meters Scaled)
 EW1717
 EW1717                          SUPERSEDED SURVEY CONTROL
 EW1717
 EW1717  NGVD 29 (??/??/92)   64.247  (m)          210.78   (f) ADJ UNCH    1 1
 EW1717
 EW1717.Superseded values are not recommended for survey control.
 EW1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1717.See file dsdata.txt to determine how the superseded data were derived.
 EW1717
 EW1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713704(NAD 83)
 EW1717_MARKER: S = SPIKE
 EW1717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1717_SP_SET: CURB
 EW1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1717
 EW1717  HISTORY     - Date     Condition        Report By
 EW1717  HISTORY     - UNK      MONUMENTED       CA1980
 EW1717  HISTORY     - 1968     GOOD             CA1980
 EW1717
 EW1717                          STATION DESCRIPTION
 EW1717
 EW1717'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1717'AT BEVERLY HILLS.
 EW1717'CUT SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, AT THE SOUTH
 EW1717'SIDE OF A PEDESTRIAN SUBWAY, 6 FEET EAST OF THE WEST END OF THE
 EW1717'HEADWALL-- 85 FEET WEST OF THE WEST PROPERTY LINE OF REXFORD DRIVE
 EW1717'FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1719 ***********************************************************************
 EW1719  DESIGNATION -  13 12571 C OF LA
 EW1719  PID         -  EW1719
 EW1719  STATE/COUNTY-  CA/LOS ANGELES
 EW1719  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1719
 EW1719                         *CURRENT SURVEY CONTROL
 EW1719  ___________________________________________________________________
 EW1719* NAD 83(1986)-  34 04 03.     (N)    118 23 44.     (W)     SCALED    
 EW1719* NAVD 88     -        66.20   (+/-2cm)     217.2    (feet)  VERTCON   
 EW1719  ___________________________________________________________________
 EW1719  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1719  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1719
 EW1719.The horizontal coordinates were scaled from a topographic map and have
 EW1719.an estimated accuracy of +/- 6 seconds.
 EW1719
 EW1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1719.The vertical order pertains to the NGVD 29 superseded value.
 EW1719
 EW1719.The geoid height was determined by GEOID03.
 EW1719
 EW1719;                    North         East    Units  Estimated Accuracy
 EW1719;SPC CA 5     -   563,020.    1,963,490.      MT  (+/- 180 meters Scaled)
 EW1719
 EW1719                          SUPERSEDED SURVEY CONTROL
 EW1719
 EW1719  NGVD 29 (??/??/92)   65.434  (m)          214.68   (f) ADJ UNCH    1 1
 EW1719
 EW1719.Superseded values are not recommended for survey control.
 EW1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1719.See file dsdata.txt to determine how the superseded data were derived.
 EW1719
 EW1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712705(NAD 83)
 EW1719_MARKER: S = SPIKE
 EW1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1719_SP_SET: CURB
 EW1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1719
 EW1719  HISTORY     - Date     Condition        Report By
 EW1719  HISTORY     - UNK      MONUMENTED       CA1980
 EW1719  HISTORY     - 1968     GOOD             CA1980
 EW1719
 EW1719                          STATION DESCRIPTION
 EW1719
 EW1719'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1719'AT BEVERLY HILLS.
 EW1719'WIRE SPIKE IN THE NORTH CURB OF WILSHIRE BOULEVARD, 7 FEET
 EW1719'WEST OF THE BEGINNING OF CURB RETURN WEST OF CRESCENT DRIVE, WEST
 EW1719'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1723 ***********************************************************************
 EW1723  DESIGNATION -  13 12610 C OF LA
 EW1723  PID         -  EW1723
 EW1723  STATE/COUNTY-  CA/LOS ANGELES
 EW1723  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1723
 EW1723                         *CURRENT SURVEY CONTROL
 EW1723  ___________________________________________________________________
 EW1723* NAD 83(1986)-  34 04 02.     (N)    118 23 57.     (W)     SCALED    
 EW1723* NAVD 88     -        70.40   (+/-2cm)     231.0    (feet)  VERTCON   
 EW1723  ___________________________________________________________________
 EW1723  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1723  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1723
 EW1723.The horizontal coordinates were scaled from a topographic map and have
 EW1723.an estimated accuracy of +/- 6 seconds.
 EW1723
 EW1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1723.The vertical order pertains to the NGVD 29 superseded value.
 EW1723
 EW1723.The geoid height was determined by GEOID03.
 EW1723
 EW1723;                    North         East    Units  Estimated Accuracy
 EW1723;SPC CA 5     -   562,990.    1,963,150.      MT  (+/- 180 meters Scaled)
 EW1723
 EW1723                          SUPERSEDED SURVEY CONTROL
 EW1723
 EW1723  NGVD 29 (??/??/92)   69.629  (m)          228.44   (f) ADJ UNCH    1 1
 EW1723
 EW1723.Superseded values are not recommended for survey control.
 EW1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1723.See file dsdata.txt to determine how the superseded data were derived.
 EW1723
 EW1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT708704(NAD 83)
 EW1723_MARKER: S = SPIKE
 EW1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1723_SP_SET: CURB
 EW1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1723
 EW1723  HISTORY     - Date     Condition        Report By
 EW1723  HISTORY     - UNK      MONUMENTED       CA1980
 EW1723  HISTORY     - 1968     GOOD             CA1980
 EW1723
 EW1723                          STATION DESCRIPTION
 EW1723
 EW1723'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1723'AT BEVERLY HILLS.
 EW1723'CUT SPIKE, 3.5 FEET NORTH OF THE NORTH CURB LINE OF WILSHIRE
 EW1723'BOULEVARD, OPPOSITE THE BEGINNING OF CURB RETURN WEST OF BEVERLY
 EW1723'DRIVE FROM THE NORTH, IN THE TOP OF THE CATCH BASIN, AT THE NORTHEAST
 EW1723'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1737 ***********************************************************************
 EW1737  DESIGNATION -  13 13370 C OF LA
 EW1737  PID         -  EW1737
 EW1737  STATE/COUNTY-  CA/LOS ANGELES
 EW1737  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1737
 EW1737                         *CURRENT SURVEY CONTROL
 EW1737  ___________________________________________________________________
 EW1737* NAD 83(1986)-  34 03 52.     (N)    118 24 51.     (W)     SCALED    
 EW1737* NAVD 88     -        83.19   (+/-2cm)     272.9    (feet)  VERTCON   
 EW1737  ___________________________________________________________________
 EW1737  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EW1737  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1737
 EW1737.The horizontal coordinates were scaled from a topographic map and have
 EW1737.an estimated accuracy of +/- 6 seconds.
 EW1737
 EW1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1737.The vertical order pertains to the NGVD 29 superseded value.
 EW1737
 EW1737.The geoid height was determined by GEOID03.
 EW1737
 EW1737;                    North         East    Units  Estimated Accuracy
 EW1737;SPC CA 5     -   562,690.    1,961,770.      MT  (+/- 180 meters Scaled)
 EW1737
 EW1737                          SUPERSEDED SURVEY CONTROL
 EW1737
 EW1737  NGVD 29 (??/??/92)   82.424  (m)          270.42   (f) ADJ UNCH    1 1
 EW1737
 EW1737.Superseded values are not recommended for survey control.
 EW1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1737.See file dsdata.txt to determine how the superseded data were derived.
 EW1737
 EW1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694702(NAD 83)
 EW1737_MARKER: S = SPIKE
 EW1737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1737_SP_SET: CULVERT
 EW1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1737
 EW1737  HISTORY     - Date     Condition        Report By
 EW1737  HISTORY     - UNK      MONUMENTED       CA1980
 EW1737  HISTORY     - 1968     GOOD             CA1980
 EW1737
 EW1737                          STATION DESCRIPTION
 EW1737
 EW1737'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1737'AT LOS ANGELES.
 EW1737'CUT SPIKE IN THE TOP OF THE SOUTH HEADWALL, AT ITS CENTER, OF A
 EW1737'CULVERT, 1 FOOT SOUTH OF THE SOUTH CURB LINE OF THE NORTH ROADWAY
 EW1737'OF SANTA MONICA BOULEVARD, AT THE WEST END OF THE J.W. ROBINSON
 EW1737'COMPANY PARKING LOT, OPPOSITE THE NORTHWESTERLY TERMINUS OF MORENO
 EW1737'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1732 ***********************************************************************
 EW1732  DESIGNATION -  13 13410 C OF LA
 EW1732  PID         -  EW1732
 EW1732  STATE/COUNTY-  CA/LOS ANGELES
 EW1732  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1732
 EW1732                         *CURRENT SURVEY CONTROL
 EW1732  ___________________________________________________________________
 EW1732* NAD 83(1986)-  34 03 37.     (N)    118 25 12.     (W)     SCALED    
 EW1732* NAVD 88     -        88.14   (+/-2cm)     289.2    (feet)  VERTCON   
 EW1732  ___________________________________________________________________
 EW1732  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 EW1732  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1732
 EW1732.The horizontal coordinates were scaled from a topographic map and have
 EW1732.an estimated accuracy of +/- 6 seconds.
 EW1732
 EW1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1732.The vertical order pertains to the NGVD 29 superseded value.
 EW1732
 EW1732.The geoid height was determined by GEOID03.
 EW1732
 EW1732;                    North         East    Units  Estimated Accuracy
 EW1732;SPC CA 5     -   562,230.    1,961,230.      MT  (+/- 180 meters Scaled)
 EW1732
 EW1732                          SUPERSEDED SURVEY CONTROL
 EW1732
 EW1732  NGVD 29 (??/??/92)   87.375  (m)          286.66   (f) ADJ UNCH    1 1
 EW1732
 EW1732.Superseded values are not recommended for survey control.
 EW1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1732.See file dsdata.txt to determine how the superseded data were derived.
 EW1732
 EW1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689697(NAD 83)
 EW1732_MARKER: S = SPIKE
 EW1732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1732_SP_SET: CURB
 EW1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1732
 EW1732  HISTORY     - Date     Condition        Report By
 EW1732  HISTORY     - UNK      MONUMENTED       CA1980
 EW1732  HISTORY     - 1968     GOOD             CA1980
 EW1732
 EW1732                          STATION DESCRIPTION
 EW1732
 EW1732'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1732'AT LOS ANGELES.
 EW1732'WIRE SPIKE IN THE SOUTH CURB OF SANTA MONICA BOULEVARD, NORTH
 EW1732'ROADWAY, 63.5 FEET EAST OF THE CENTER LINE PRODUCTION OF CLUB VIEW
 EW1732'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1751 ***********************************************************************
 EW1751  DESIGNATION -  13 13450 C OF LA
 EW1751  PID         -  EW1751
 EW1751  STATE/COUNTY-  CA/LOS ANGELES
 EW1751  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1751
 EW1751                         *CURRENT SURVEY CONTROL
 EW1751  ___________________________________________________________________
 EW1751* NAD 83(1986)-  34 03 35.     (N)    118 25 17.     (W)     SCALED    
 EW1751* NAVD 88     -        87.07   (+/-2cm)     285.7    (feet)  VERTCON   
 EW1751  ___________________________________________________________________
 EW1751  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EW1751  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1751
 EW1751.The horizontal coordinates were scaled from a topographic map and have
 EW1751.an estimated accuracy of +/- 6 seconds.
 EW1751
 EW1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1751.The vertical order pertains to the NGVD 29 superseded value.
 EW1751
 EW1751.The geoid height was determined by GEOID03.
 EW1751
 EW1751;                    North         East    Units  Estimated Accuracy
 EW1751;SPC CA 5     -   562,170.    1,961,100.      MT  (+/- 180 meters Scaled)
 EW1751
 EW1751                          SUPERSEDED SURVEY CONTROL
 EW1751
 EW1751  NGVD 29 (??/??/92)   86.301  (m)          283.14   (f) ADJ UNCH    1 1
 EW1751
 EW1751.Superseded values are not recommended for survey control.
 EW1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1751.See file dsdata.txt to determine how the superseded data were derived.
 EW1751
 EW1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688696(NAD 83)
 EW1751_MARKER: S = SPIKE
 EW1751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1751_SP_SET: CATCH BASIN
 EW1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1751
 EW1751  HISTORY     - Date     Condition        Report By
 EW1751  HISTORY     - UNK      MONUMENTED       CA1980
 EW1751  HISTORY     - 1968     GOOD             CA1980
 EW1751
 EW1751                          STATION DESCRIPTION
 EW1751
 EW1751'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1751'AT LOS ANGELES.
 EW1751'CUT SPIKE, 4 FEET NORTH OF THE NORTH CURB LINE OF SANTA MONICA
 EW1751'BOULEVARD, 28 FEET EAST OF THE EAST PROPERTY LINE OF WARNALL
 EW1751'AVENUE, IN THE TOP OF A CATCH BASIN, AT THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1745 ***********************************************************************
 EW1745  DESIGNATION -  13 13482 C OF LA
 EW1745  PID         -  EW1745
 EW1745  STATE/COUNTY-  CA/LOS ANGELES
 EW1745  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1745
 EW1745                         *CURRENT SURVEY CONTROL
 EW1745  ___________________________________________________________________
 EW1745* NAD 83(1986)-  34 03 25.     (N)    118 25 30.     (W)     SCALED    
 EW1745* NAVD 88     -        78.25   (+/-2cm)     256.7    (feet)  VERTCON   
 EW1745  ___________________________________________________________________
 EW1745  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 EW1745  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1745
 EW1745.The horizontal coordinates were scaled from a topographic map and have
 EW1745.an estimated accuracy of +/- 6 seconds.
 EW1745
 EW1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1745.The vertical order pertains to the NGVD 29 superseded value.
 EW1745
 EW1745.The geoid height was determined by GEOID03.
 EW1745
 EW1745;                    North         East    Units  Estimated Accuracy
 EW1745;SPC CA 5     -   561,860.    1,960,760.      MT  (+/- 180 meters Scaled)
 EW1745
 EW1745                          SUPERSEDED SURVEY CONTROL
 EW1745
 EW1745  NGVD 29 (??/??/92)   77.483  (m)          254.21   (f) ADJ UNCH    1 1
 EW1745
 EW1745.Superseded values are not recommended for survey control.
 EW1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1745.See file dsdata.txt to determine how the superseded data were derived.
 EW1745
 EW1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT684693(NAD 83)
 EW1745_MARKER: S = SPIKE
 EW1745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1745_SP_SET: CURB
 EW1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1745
 EW1745  HISTORY     - Date     Condition        Report By
 EW1745  HISTORY     - UNK      MONUMENTED       CA1980
 EW1745  HISTORY     - 1968     GOOD             CA1980
 EW1745
 EW1745                          STATION DESCRIPTION
 EW1745
 EW1745'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1745'AT LOS ANGELES.
 EW1745'WIRE SPIKE IN THE WEST CURB OF PANDORA AVENUE, 24.8 FEET NORTH
 EW1745'OF THE BEGINNING OF THE CURB RETURN NORTH OF SANTA MONICA
 EW1745'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1747 ***********************************************************************
 EW1747  DESIGNATION -  13 13510 C OF LA
 EW1747  PID         -  EW1747
 EW1747  STATE/COUNTY-  CA/LOS ANGELES
 EW1747  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1747
 EW1747                         *CURRENT SURVEY CONTROL
 EW1747  ___________________________________________________________________
 EW1747* NAD 83(1986)-  34 03 21.     (N)    118 25 36.     (W)     SCALED    
 EW1747* NAVD 88     -        78.22   (+/-2cm)     256.6    (feet)  VERTCON   
 EW1747  ___________________________________________________________________
 EW1747  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EW1747  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1747
 EW1747.The horizontal coordinates were scaled from a topographic map and have
 EW1747.an estimated accuracy of +/- 6 seconds.
 EW1747
 EW1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1747.The vertical order pertains to the NGVD 29 superseded value.
 EW1747
 EW1747.The geoid height was determined by GEOID03.
 EW1747
 EW1747;                    North         East    Units  Estimated Accuracy
 EW1747;SPC CA 5     -   561,740.    1,960,610.      MT  (+/- 180 meters Scaled)
 EW1747
 EW1747                          SUPERSEDED SURVEY CONTROL
 EW1747
 EW1747  NGVD 29 (??/??/92)   77.451  (m)          254.10   (f) ADJ UNCH    1 1
 EW1747
 EW1747.Superseded values are not recommended for survey control.
 EW1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1747.See file dsdata.txt to determine how the superseded data were derived.
 EW1747
 EW1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT683692(NAD 83)
 EW1747_MARKER: S = SPIKE
 EW1747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1747_SP_SET: CURB
 EW1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1747
 EW1747  HISTORY     - Date     Condition        Report By
 EW1747  HISTORY     - UNK      MONUMENTED       CA1980
 EW1747  HISTORY     - 1968     GOOD             CA1980
 EW1747
 EW1747                          STATION DESCRIPTION
 EW1747
 EW1747'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1747'AT LOS ANGELES.
 EW1747'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 15 FEET
 EW1747'EAST OF THE EAST PROPERTY LINE OF THAYER AVENUE, WEST END OF A
 EW1747'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1754 ***********************************************************************
 EW1754  DESIGNATION -  13 13538 C OF LA
 EW1754  PID         -  EW1754
 EW1754  STATE/COUNTY-  CA/LOS ANGELES
 EW1754  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1754
 EW1754                         *CURRENT SURVEY CONTROL
 EW1754  ___________________________________________________________________
 EW1754* NAD 83(1986)-  34 03 08.     (N)    118 25 52.     (W)     SCALED    
 EW1754* NAVD 88     -        74.91   (+/-2cm)     245.8    (feet)  VERTCON   
 EW1754  ___________________________________________________________________
 EW1754  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW1754  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1754
 EW1754.The horizontal coordinates were scaled from a topographic map and have
 EW1754.an estimated accuracy of +/- 6 seconds.
 EW1754
 EW1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1754.The vertical order pertains to the NGVD 29 superseded value.
 EW1754
 EW1754.The geoid height was determined by GEOID03.
 EW1754
 EW1754;                    North         East    Units  Estimated Accuracy
 EW1754;SPC CA 5     -   561,340.    1,960,200.      MT  (+/- 180 meters Scaled)
 EW1754
 EW1754                          SUPERSEDED SURVEY CONTROL
 EW1754
 EW1754  NGVD 29 (??/??/92)   74.147  (m)          243.26   (f) ADJ UNCH    1 1
 EW1754
 EW1754.Superseded values are not recommended for survey control.
 EW1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1754.See file dsdata.txt to determine how the superseded data were derived.
 EW1754
 EW1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT679688(NAD 83)
 EW1754_MARKER: S = SPIKE
 EW1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1754_SP_SET: CURB
 EW1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1754
 EW1754  HISTORY     - Date     Condition        Report By
 EW1754  HISTORY     - UNK      MONUMENTED       CA1980
 EW1754  HISTORY     - 1968     GOOD             CA1980
 EW1754
 EW1754                          STATION DESCRIPTION
 EW1754
 EW1754'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1754'AT LOS ANGELES.
 EW1754'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 1.8 FEET
 EW1754'WEST OF THE BEGINNING OF CURB RETURN WEST OF MANNING AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1766 ***********************************************************************
 EW1766  DESIGNATION -  13 13570 C OF LA
 EW1766  PID         -  EW1766
 EW1766  STATE/COUNTY-  CA/LOS ANGELES
 EW1766  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1766
 EW1766                         *CURRENT SURVEY CONTROL
 EW1766  ___________________________________________________________________
 EW1766* NAD 83(1986)-  34 03 02.     (N)    118 26 09.     (W)     SCALED    
 EW1766* NAVD 88     -        72.29   (+/-2cm)     237.2    (feet)  VERTCON   
 EW1766  ___________________________________________________________________
 EW1766  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW1766  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1766
 EW1766.The horizontal coordinates were scaled from a topographic map and have
 EW1766.an estimated accuracy of +/- 6 seconds.
 EW1766
 EW1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1766.The vertical order pertains to the NGVD 29 superseded value.
 EW1766
 EW1766.The geoid height was determined by GEOID03.
 EW1766
 EW1766;                    North         East    Units  Estimated Accuracy
 EW1766;SPC CA 5     -   561,160.    1,959,760.      MT  (+/- 180 meters Scaled)
 EW1766
 EW1766                          SUPERSEDED SURVEY CONTROL
 EW1766
 EW1766  NGVD 29 (??/??/92)   71.522  (m)          234.65   (f) ADJ UNCH    1 1
 EW1766
 EW1766.Superseded values are not recommended for survey control.
 EW1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1766.See file dsdata.txt to determine how the superseded data were derived.
 EW1766
 EW1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT674686(NAD 83)
 EW1766_MARKER: S = SPIKE
 EW1766_SETTING: 0 = UNSPECIFIED SETTING
 EW1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1766
 EW1766  HISTORY     - Date     Condition        Report By
 EW1766  HISTORY     - UNK      MONUMENTED       CA1980
 EW1766  HISTORY     - 1968     GOOD             CA1980
 EW1766
 EW1766                          STATION DESCRIPTION
 EW1766
 EW1766'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1766'AT LOS ANGELES.
 EW1766'WIRE SPIKE IN THE HEADWALL, AT THE CENTER, OF A PEDESTRIAN
 EW1766'SUBWAY, NEAR THE NORTH PROPERTY LINE OF SANTA MONICA
 EW1766'BOULEVARD-- 4 FEET EAST OF THE EAST CURB LINE OF SELBY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1768 ***********************************************************************
 EW1768  DESIGNATION -  13 13590 C OF LA
 EW1768  PID         -  EW1768
 EW1768  STATE/COUNTY-  CA/LOS ANGELES
 EW1768  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1768
 EW1768                         *CURRENT SURVEY CONTROL
 EW1768  ___________________________________________________________________
 EW1768* NAD 83(1986)-  34 03 00.     (N)    118 26 12.     (W)     SCALED    
 EW1768* NAVD 88     -        70.48   (+/-2cm)     231.2    (feet)  VERTCON   
 EW1768  ___________________________________________________________________
 EW1768  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1768  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1768
 EW1768.The horizontal coordinates were scaled from a topographic map and have
 EW1768.an estimated accuracy of +/- 6 seconds.
 EW1768
 EW1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1768.The vertical order pertains to the NGVD 29 superseded value.
 EW1768
 EW1768.The geoid height was determined by GEOID03.
 EW1768
 EW1768;                    North         East    Units  Estimated Accuracy
 EW1768;SPC CA 5     -   561,100.    1,959,680.      MT  (+/- 180 meters Scaled)
 EW1768
 EW1768                          SUPERSEDED SURVEY CONTROL
 EW1768
 EW1768  NGVD 29 (??/??/92)   69.715  (m)          228.72   (f) ADJ UNCH    1 1
 EW1768
 EW1768.Superseded values are not recommended for survey control.
 EW1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1768.See file dsdata.txt to determine how the superseded data were derived.
 EW1768
 EW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT674686(NAD 83)
 EW1768_MARKER: S = SPIKE
 EW1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1768_SP_SET: CURB
 EW1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1768
 EW1768  HISTORY     - Date     Condition        Report By
 EW1768  HISTORY     - UNK      MONUMENTED       CA1980
 EW1768  HISTORY     - 1968     GOOD             CA1980
 EW1768
 EW1768                          STATION DESCRIPTION
 EW1768
 EW1768'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1768'AT LOS ANGELES.
 EW1768'SQUARE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 57 FEET
 EW1768'WEST OF THE WEST PROPERTY LINE OF WESTWOOD BOULEVARD, WEST END
 EW1768'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1756 ***********************************************************************
 EW1756  DESIGNATION -  13 13610 C OF LA
 EW1756  PID         -  EW1756
 EW1756  STATE/COUNTY-  CA/LOS ANGELES
 EW1756  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1756
 EW1756                         *CURRENT SURVEY CONTROL
 EW1756  ___________________________________________________________________
 EW1756* NAD 83(1986)-  34 02 58.     (N)    118 26 16.     (W)     SCALED    
 EW1756* NAVD 88     -        71.69   (+/-2cm)     235.2    (feet)  VERTCON   
 EW1756  ___________________________________________________________________
 EW1756  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1756  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1756
 EW1756.The horizontal coordinates were scaled from a topographic map and have
 EW1756.an estimated accuracy of +/- 6 seconds.
 EW1756
 EW1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1756.The vertical order pertains to the NGVD 29 superseded value.
 EW1756
 EW1756.The geoid height was determined by GEOID03.
 EW1756
 EW1756;                    North         East    Units  Estimated Accuracy
 EW1756;SPC CA 5     -   561,040.    1,959,580.      MT  (+/- 180 meters Scaled)
 EW1756
 EW1756                          SUPERSEDED SURVEY CONTROL
 EW1756
 EW1756  NGVD 29 (??/??/92)   70.918  (m)          232.67   (f) ADJ UNCH    1 1
 EW1756
 EW1756.Superseded values are not recommended for survey control.
 EW1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1756.See file dsdata.txt to determine how the superseded data were derived.
 EW1756
 EW1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT672685(NAD 83)
 EW1756_MARKER: S = SPIKE
 EW1756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1756_SP_SET: CURB
 EW1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1756
 EW1756  HISTORY     - Date     Condition        Report By
 EW1756  HISTORY     - UNK      MONUMENTED       CA1980
 EW1756  HISTORY     - 1968     GOOD             CA1980
 EW1756
 EW1756                          STATION DESCRIPTION
 EW1756
 EW1756'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1756'AT LOS ANGELES.
 EW1756'SQUARE SPIKE IN THE WEST CURB OF MIDVALE AVENUE, 33 FEET NORTH
 EW1756'OF THE NORTH PROPERTY LINE OF SANTA MONICA BOULEVARD, NORTH
 EW1756'END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1769 ***********************************************************************
 EW1769  DESIGNATION -  13 13620 C OF LA
 EW1769  PID         -  EW1769
 EW1769  STATE/COUNTY-  CA/LOS ANGELES
 EW1769  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1769
 EW1769                         *CURRENT SURVEY CONTROL
 EW1769  ___________________________________________________________________
 EW1769* NAD 83(1986)-  34 02 56.     (N)    118 26 19.     (W)     SCALED    
 EW1769* NAVD 88     -        73.47   (+/-2cm)     241.0    (feet)  VERTCON   
 EW1769  ___________________________________________________________________
 EW1769  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1769  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1769
 EW1769.The horizontal coordinates were scaled from a topographic map and have
 EW1769.an estimated accuracy of +/- 6 seconds.
 EW1769
 EW1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1769.The vertical order pertains to the NGVD 29 superseded value.
 EW1769
 EW1769.The geoid height was determined by GEOID03.
 EW1769
 EW1769;                    North         East    Units  Estimated Accuracy
 EW1769;SPC CA 5     -   560,970.    1,959,500.      MT  (+/- 180 meters Scaled)
 EW1769
 EW1769                          SUPERSEDED SURVEY CONTROL
 EW1769
 EW1769  NGVD 29 (??/??/92)   72.705  (m)          238.53   (f) ADJ UNCH    1 1
 EW1769
 EW1769.Superseded values are not recommended for survey control.
 EW1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1769.See file dsdata.txt to determine how the superseded data were derived.
 EW1769
 EW1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT672685(NAD 83)
 EW1769_MARKER: S = SPIKE
 EW1769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1769_SP_SET: CURB
 EW1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1769
 EW1769  HISTORY     - Date     Condition        Report By
 EW1769  HISTORY     - UNK      MONUMENTED       CA1980
 EW1769  HISTORY     - 1968     GOOD             CA1980
 EW1769
 EW1769                          STATION DESCRIPTION
 EW1769
 EW1769'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1769'AT LOS ANGELES.
 EW1769'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 1.5 FEET
 EW1769'WEST OF THE BEGINNING OF CURB RETURN WEST OF THE WEST PROPERTY
 EW1769'LINE OF KELTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1757 ***********************************************************************
 EW1757  DESIGNATION -  13 13630 C OF LA
 EW1757  PID         -  EW1757
 EW1757  STATE/COUNTY-  CA/LOS ANGELES
 EW1757  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1757
 EW1757                         *CURRENT SURVEY CONTROL
 EW1757  ___________________________________________________________________
 EW1757* NAD 83(1986)-  34 02 55.     (N)    118 26 24.     (W)     SCALED    
 EW1757* NAVD 88     -        75.31   (+/-2cm)     247.1    (feet)  VERTCON   
 EW1757  ___________________________________________________________________
 EW1757  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1757  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1757
 EW1757.The horizontal coordinates were scaled from a topographic map and have
 EW1757.an estimated accuracy of +/- 6 seconds.
 EW1757
 EW1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1757.The vertical order pertains to the NGVD 29 superseded value.
 EW1757
 EW1757.The geoid height was determined by GEOID03.
 EW1757
 EW1757;                    North         East    Units  Estimated Accuracy
 EW1757;SPC CA 5     -   560,940.    1,959,370.      MT  (+/- 180 meters Scaled)
 EW1757
 EW1757                          SUPERSEDED SURVEY CONTROL
 EW1757
 EW1757  NGVD 29 (??/??/92)   74.541  (m)          244.56   (f) ADJ UNCH    1 1
 EW1757
 EW1757.Superseded values are not recommended for survey control.
 EW1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1757.See file dsdata.txt to determine how the superseded data were derived.
 EW1757
 EW1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT670684(NAD 83)
 EW1757_MARKER: S = SPIKE
 EW1757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1757_SP_SET: CURB
 EW1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1757
 EW1757  HISTORY     - Date     Condition        Report By
 EW1757  HISTORY     - UNK      MONUMENTED       CA1980
 EW1757  HISTORY     - 1968     GOOD             CA1980
 EW1757
 EW1757                          STATION DESCRIPTION
 EW1757
 EW1757'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1757'AT LOS ANGELES.
 EW1757'CUT SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 30 FEET
 EW1757'WEST OF THE WEST PROPERTY LINE OF VETERAN AVENUE, EAST END OF
 EW1757'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1770 ***********************************************************************
 EW1770  DESIGNATION -  13 13650 C OF LA
 EW1770  PID         -  EW1770
 EW1770  STATE/COUNTY-  CA/LOS ANGELES
 EW1770  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1770
 EW1770                         *CURRENT SURVEY CONTROL
 EW1770  ___________________________________________________________________
 EW1770* NAD 83(1986)-  34 02 54.     (N)    118 26 28.     (W)     SCALED    
 EW1770* NAVD 88     -        76.11   (+/-2cm)     249.7    (feet)  VERTCON   
 EW1770  ___________________________________________________________________
 EW1770  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1770  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1770
 EW1770.The horizontal coordinates were scaled from a topographic map and have
 EW1770.an estimated accuracy of +/- 6 seconds.
 EW1770
 EW1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1770.The vertical order pertains to the NGVD 29 superseded value.
 EW1770
 EW1770.The geoid height was determined by GEOID03.
 EW1770
 EW1770;                    North         East    Units  Estimated Accuracy
 EW1770;SPC CA 5     -   560,910.    1,959,270.      MT  (+/- 180 meters Scaled)
 EW1770
 EW1770                          SUPERSEDED SURVEY CONTROL
 EW1770
 EW1770  NGVD 29 (??/??/92)   75.342  (m)          247.18   (f) ADJ UNCH    1 1
 EW1770
 EW1770.Superseded values are not recommended for survey control.
 EW1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1770.See file dsdata.txt to determine how the superseded data were derived.
 EW1770
 EW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT669684(NAD 83)
 EW1770_MARKER: B = BOLT
 EW1770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1770_SP_SET: CONCRETE MONUMENT
 EW1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1770
 EW1770  HISTORY     - Date     Condition        Report By
 EW1770  HISTORY     - UNK      MONUMENTED       CA1980
 EW1770  HISTORY     - 1968     GOOD             CA1980
 EW1770
 EW1770                          STATION DESCRIPTION
 EW1770
 EW1770'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1770'AT LOS ANGELES.
 EW1770'SQUARE BOLT IN A CONCRETE MONUMENT IN THE INTERSECTION, AT THE
 EW1770'NORTHEAST CORNER OF SANTA MONICA BOULEVARD AND GREENFIELD
 EW1770'AVENUE, 20.4 FEET EAST OF THE EAST CURB LINE OF GREENFIELD
 EW1770'AVENUE, 7.3 FEET NORTH OF THE NORTH CURB LINE OF SANTA MONICA
 EW1770'BOULEVARD.  (MONUMENT IS SET BELOW SIDEWALK GRADE AND IS UNDER
 EW1770'A STANDARD CAST IRON MONUMENT COVER).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1758 ***********************************************************************
 EW1758  DESIGNATION -  13 13670 C OF LA
 EW1758  PID         -  EW1758
 EW1758  STATE/COUNTY-  CA/LOS ANGELES
 EW1758  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1758
 EW1758                         *CURRENT SURVEY CONTROL
 EW1758  ___________________________________________________________________
 EW1758* NAD 83(1986)-  34 02 54.     (N)    118 26 32.     (W)     SCALED    
 EW1758* NAVD 88     -        76.86   (+/-2cm)     252.2    (feet)  VERTCON   
 EW1758  ___________________________________________________________________
 EW1758  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1758  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1758
 EW1758.The horizontal coordinates were scaled from a topographic map and have
 EW1758.an estimated accuracy of +/- 6 seconds.
 EW1758
 EW1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1758.The vertical order pertains to the NGVD 29 superseded value.
 EW1758
 EW1758.The geoid height was determined by GEOID03.
 EW1758
 EW1758;                    North         East    Units  Estimated Accuracy
 EW1758;SPC CA 5     -   560,910.    1,959,170.      MT  (+/- 180 meters Scaled)
 EW1758
 EW1758                          SUPERSEDED SURVEY CONTROL
 EW1758
 EW1758  NGVD 29 (??/??/92)   76.091  (m)          249.64   (f) ADJ UNCH    1 1
 EW1758
 EW1758.Superseded values are not recommended for survey control.
 EW1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1758.See file dsdata.txt to determine how the superseded data were derived.
 EW1758
 EW1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT668684(NAD 83)
 EW1758_MARKER: S = SPIKE
 EW1758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1758_SP_SET: CURB
 EW1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1758
 EW1758  HISTORY     - Date     Condition        Report By
 EW1758  HISTORY     - UNK      MONUMENTED       CA1980
 EW1758  HISTORY     - 1968     GOOD             CA1980
 EW1758
 EW1758                          STATION DESCRIPTION
 EW1758
 EW1758'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1758'AT LOS ANGELES.
 EW1758'CUT SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 10 FEET
 EW1758'WEST OF THE WEST PROPERTY LINE OF CAMDEN AVENUE, EAST END OF A
 EW1758'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1772 ***********************************************************************
 EW1772  DESIGNATION -  13 13690 C OF LA
 EW1772  PID         -  EW1772
 EW1772  STATE/COUNTY-  CA/LOS ANGELES
 EW1772  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1772
 EW1772                         *CURRENT SURVEY CONTROL
 EW1772  ___________________________________________________________________
 EW1772* NAD 83(1986)-  34 02 51.     (N)    118 26 38.     (W)     SCALED    
 EW1772* NAVD 88     -        76.56   (+/-2cm)     251.2    (feet)  VERTCON   
 EW1772  ___________________________________________________________________
 EW1772  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 EW1772  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1772
 EW1772.The horizontal coordinates were scaled from a topographic map and have
 EW1772.an estimated accuracy of +/- 6 seconds.
 EW1772
 EW1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1772.The vertical order pertains to the NGVD 29 superseded value.
 EW1772
 EW1772.The geoid height was determined by GEOID03.
 EW1772
 EW1772;                    North         East    Units  Estimated Accuracy
 EW1772;SPC CA 5     -   560,820.    1,959,020.      MT  (+/- 180 meters Scaled)
 EW1772
 EW1772                          SUPERSEDED SURVEY CONTROL
 EW1772
 EW1772  NGVD 29 (??/??/92)   75.791  (m)          248.66   (f) ADJ UNCH    1 1
 EW1772
 EW1772.Superseded values are not recommended for survey control.
 EW1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1772.See file dsdata.txt to determine how the superseded data were derived.
 EW1772
 EW1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667683(NAD 83)
 EW1772_MARKER: S = SPIKE
 EW1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1772_SP_SET: CURB
 EW1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1772
 EW1772  HISTORY     - Date     Condition        Report By
 EW1772  HISTORY     - UNK      MONUMENTED       CA1980
 EW1772  HISTORY     - 1968     GOOD             CA1980
 EW1772
 EW1772                          STATION DESCRIPTION
 EW1772
 EW1772'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1772'AT LOS ANGELES.
 EW1772'SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 21.5 FEET
 EW1772'EAST OF THE EAST PROPERTY LINE OF SEPULVEDA BOULEVARD, EAST END
 EW1772'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1773 ***********************************************************************
 EW1773  DESIGNATION -  13 13750 C OF LA
 EW1773  PID         -  EW1773
 EW1773  STATE/COUNTY-  CA/LOS ANGELES
 EW1773  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1773
 EW1773                         *CURRENT SURVEY CONTROL
 EW1773  ___________________________________________________________________
 EW1773* NAD 83(1986)-  34 02 47.     (N)    118 26 54.     (W)     SCALED    
 EW1773* NAVD 88     -        74.37   (+/-2cm)     244.0    (feet)  VERTCON   
 EW1773  ___________________________________________________________________
 EW1773  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1773  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1773
 EW1773.The horizontal coordinates were scaled from a topographic map and have
 EW1773.an estimated accuracy of +/- 6 seconds.
 EW1773
 EW1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1773.The vertical order pertains to the NGVD 29 superseded value.
 EW1773
 EW1773.The geoid height was determined by GEOID03.
 EW1773
 EW1773;                    North         East    Units  Estimated Accuracy
 EW1773;SPC CA 5     -   560,700.    1,958,600.      MT  (+/- 180 meters Scaled)
 EW1773
 EW1773                          SUPERSEDED SURVEY CONTROL
 EW1773
 EW1773  NGVD 29 (??/??/92)   73.601  (m)          241.47   (f) ADJ UNCH    1 2
 EW1773
 EW1773.Superseded values are not recommended for survey control.
 EW1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1773.See file dsdata.txt to determine how the superseded data were derived.
 EW1773
 EW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT663682(NAD 83)
 EW1773_MARKER: S = SPIKE
 EW1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1773_SP_SET: CURB
 EW1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1773
 EW1773  HISTORY     - Date     Condition        Report By
 EW1773  HISTORY     - UNK      MONUMENTED       CA1980
 EW1773  HISTORY     - 1968     GOOD             CA1980
 EW1773
 EW1773                          STATION DESCRIPTION
 EW1773
 EW1773'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1773'AT LOS ANGELES.
 EW1773'WIRE SPIKE IN THE EAST CURB OF SAWTELLE BOULEVARD, 5 FEET NORTH
 EW1773'OF THE NORTH PROPERTY LINE OF SANTA MONICA BOULEVARD, SOUTH END
 EW1773'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1777 ***********************************************************************
 EW1777  DESIGNATION -  13 13770 C OF LA
 EW1777  PID         -  EW1777
 EW1777  STATE/COUNTY-  CA/LOS ANGELES
 EW1777  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1777
 EW1777                         *CURRENT SURVEY CONTROL
 EW1777  ___________________________________________________________________
 EW1777* NAD 83(1986)-  34 02 46.     (N)    118 26 54.     (W)     SCALED    
 EW1777* NAVD 88     -        74.38   (+/-2cm)     244.0    (feet)  VERTCON   
 EW1777  ___________________________________________________________________
 EW1777  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1777  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1777
 EW1777.The horizontal coordinates were scaled from a topographic map and have
 EW1777.an estimated accuracy of +/- 6 seconds.
 EW1777
 EW1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1777.The vertical order pertains to the NGVD 29 superseded value.
 EW1777
 EW1777.The geoid height was determined by GEOID03.
 EW1777
 EW1777;                    North         East    Units  Estimated Accuracy
 EW1777;SPC CA 5     -   560,670.    1,958,600.      MT  (+/- 180 meters Scaled)
 EW1777
 EW1777                          SUPERSEDED SURVEY CONTROL
 EW1777
 EW1777  NGVD 29 (??/??/92)   73.613  (m)          241.51   (f) ADJ UNCH    1 2
 EW1777
 EW1777.Superseded values are not recommended for survey control.
 EW1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1777.See file dsdata.txt to determine how the superseded data were derived.
 EW1777
 EW1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT663682(NAD 83)
 EW1777_MARKER: S = SPIKE
 EW1777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1777_SP_SET: CURB
 EW1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1777
 EW1777  HISTORY     - Date     Condition        Report By
 EW1777  HISTORY     - UNK      MONUMENTED       CA1980
 EW1777  HISTORY     - 1968     GOOD             CA1980
 EW1777
 EW1777                          STATION DESCRIPTION
 EW1777
 EW1777'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1777'AT LOS ANGELES.
 EW1777'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 20 FEET
 EW1777'WEST OF THE WEST PROPERTY LINE OF SAWTELLE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1784 ***********************************************************************
 EW1784  DESIGNATION -  13 13792 C OF LA
 EW1784  PID         -  EW1784
 EW1784  STATE/COUNTY-  CA/LOS ANGELES
 EW1784  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1784
 EW1784                         *CURRENT SURVEY CONTROL
 EW1784  ___________________________________________________________________
 EW1784* NAD 83(1986)-  34 02 46.     (N)    118 27 02.     (W)     SCALED    
 EW1784* NAVD 88     -        71.94   (+/-2cm)     236.0    (feet)  VERTCON   
 EW1784  ___________________________________________________________________
 EW1784  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1784  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1784
 EW1784.The horizontal coordinates were scaled from a topographic map and have
 EW1784.an estimated accuracy of +/- 6 seconds.
 EW1784
 EW1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1784.The vertical order pertains to the NGVD 29 superseded value.
 EW1784
 EW1784.The geoid height was determined by GEOID03.
 EW1784
 EW1784;                    North         East    Units  Estimated Accuracy
 EW1784;SPC CA 5     -   560,670.    1,958,400.      MT  (+/- 180 meters Scaled)
 EW1784
 EW1784                          SUPERSEDED SURVEY CONTROL
 EW1784
 EW1784  NGVD 29 (??/??/92)   71.173  (m)          233.51   (f) ADJ UNCH    1 1
 EW1784
 EW1784.Superseded values are not recommended for survey control.
 EW1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1784.See file dsdata.txt to determine how the superseded data were derived.
 EW1784
 EW1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT661682(NAD 83)
 EW1784_MARKER: DD = SURVEY DISK
 EW1784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1784_SP_SET: CONCRETE BASE
 EW1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1784
 EW1784  HISTORY     - Date     Condition        Report By
 EW1784  HISTORY     - UNK      MONUMENTED       CA1980
 EW1784  HISTORY     - 1968     GOOD             CA1980
 EW1784
 EW1784                          STATION DESCRIPTION
 EW1784
 EW1784'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1784'AT LOS ANGELES.
 EW1784'STANDARD BENCH MARK DISC IN THE CONCRETE BASE OF A FLAG POLE, 13
 EW1784'FEET NORTH OF THE NORTH SIDE OF THE WEST LOS ANGELES MUNICIPAL
 EW1784'BUILDING, 98.7 FEET EAST OF THE EAST CURB LINE OF PURDUE AVENUE.
 EW1784'(1 FOOT WEST OF A SPIKE THAT IS ALSO SET IN THE CONCRETE BASE.)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1781 ***********************************************************************
 EW1781  DESIGNATION -  13 13830 C OF LA
 EW1781  PID         -  EW1781
 EW1781  STATE/COUNTY-  CA/LOS ANGELES
 EW1781  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1781
 EW1781                         *CURRENT SURVEY CONTROL
 EW1781  ___________________________________________________________________
 EW1781* NAD 83(1986)-  34 02 41.     (N)    118 27 13.     (W)     SCALED    
 EW1781* NAVD 88     -        67.26   (+/-2cm)     220.7    (feet)  VERTCON   
 EW1781  ___________________________________________________________________
 EW1781  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EW1781  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1781
 EW1781.The horizontal coordinates were scaled from a topographic map and have
 EW1781.an estimated accuracy of +/- 6 seconds.
 EW1781
 EW1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1781.The vertical order pertains to the NGVD 29 superseded value.
 EW1781
 EW1781.The geoid height was determined by GEOID03.
 EW1781
 EW1781;                    North         East    Units  Estimated Accuracy
 EW1781;SPC CA 5     -   560,520.    1,958,120.      MT  (+/- 180 meters Scaled)
 EW1781
 EW1781                          SUPERSEDED SURVEY CONTROL
 EW1781
 EW1781  NGVD 29 (??/??/92)   66.495  (m)          218.16   (f) ADJ UNCH    1 1
 EW1781
 EW1781.Superseded values are not recommended for survey control.
 EW1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1781.See file dsdata.txt to determine how the superseded data were derived.
 EW1781
 EW1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT658680(NAD 83)
 EW1781_MARKER: S = SPIKE
 EW1781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1781_SP_SET: CURB
 EW1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1781
 EW1781  HISTORY     - Date     Condition        Report By
 EW1781  HISTORY     - UNK      MONUMENTED       CA1980
 EW1781  HISTORY     - 1968     GOOD             CA1980
 EW1781
 EW1781                          STATION DESCRIPTION
 EW1781
 EW1781'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1781'AT LOS ANGELES.
 EW1781'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 7 FEET
 EW1781'EAST OF THE EAST PROPERTY LINE OF FEDERAL AVENUE, WEST END OF A
 EW1781'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1785 ***********************************************************************
 EW1785  DESIGNATION -  13 13870 C OF LA
 EW1785  PID         -  EW1785
 EW1785  STATE/COUNTY-  CA/LOS ANGELES
 EW1785  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1785
 EW1785                         *CURRENT SURVEY CONTROL
 EW1785  ___________________________________________________________________
 EW1785* NAD 83(1986)-  34 02 37.     (N)    118 27 21.     (W)     SCALED    
 EW1785* NAVD 88     -        64.03   (+/-2cm)     210.1    (feet)  VERTCON   
 EW1785  ___________________________________________________________________
 EW1785  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1785  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1785
 EW1785.The horizontal coordinates were scaled from a topographic map and have
 EW1785.an estimated accuracy of +/- 6 seconds.
 EW1785
 EW1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1785.The vertical order pertains to the NGVD 29 superseded value.
 EW1785
 EW1785.The geoid height was determined by GEOID03.
 EW1785
 EW1785;                    North         East    Units  Estimated Accuracy
 EW1785;SPC CA 5     -   560,400.    1,957,910.      MT  (+/- 180 meters Scaled)
 EW1785
 EW1785                          SUPERSEDED SURVEY CONTROL
 EW1785
 EW1785  NGVD 29 (??/??/92)   63.261  (m)          207.55   (f) ADJ UNCH    1 1
 EW1785
 EW1785.Superseded values are not recommended for survey control.
 EW1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1785.See file dsdata.txt to determine how the superseded data were derived.
 EW1785
 EW1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT656679(NAD 83)
 EW1785_MARKER: S = SPIKE
 EW1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1785_SP_SET: CURB
 EW1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1785
 EW1785  HISTORY     - Date     Condition        Report By
 EW1785  HISTORY     - UNK      MONUMENTED       CA1980
 EW1785  HISTORY     - 1968     GOOD             CA1980
 EW1785
 EW1785                          STATION DESCRIPTION
 EW1785
 EW1785'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1785'AT LOS ANGELES.
 EW1785'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 2.8
 EW1785'FEET WEST OF THE WEST PROPERTY LINE OF BARRINGTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1787 ***********************************************************************
 EW1787  DESIGNATION -  13 13880 C OF LA
 EW1787  PID         -  EW1787
 EW1787  STATE/COUNTY-  CA/LOS ANGELES
 EW1787  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1787
 EW1787                         *CURRENT SURVEY CONTROL
 EW1787  ___________________________________________________________________
 EW1787* NAD 83(1986)-  34 02 32.     (N)    118 27 28.     (W)     SCALED    
 EW1787* NAVD 88     -        62.12   (+/-2cm)     203.8    (feet)  VERTCON   
 EW1787  ___________________________________________________________________
 EW1787  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 EW1787  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1787
 EW1787.The horizontal coordinates were scaled from a topographic map and have
 EW1787.an estimated accuracy of +/- 6 seconds.
 EW1787
 EW1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1787.The vertical order pertains to the NGVD 29 superseded value.
 EW1787
 EW1787.The geoid height was determined by GEOID03.
 EW1787
 EW1787;                    North         East    Units  Estimated Accuracy
 EW1787;SPC CA 5     -   560,240.    1,957,730.      MT  (+/- 180 meters Scaled)
 EW1787
 EW1787                          SUPERSEDED SURVEY CONTROL
 EW1787
 EW1787  NGVD 29 (??/??/92)   61.353  (m)          201.29   (f) ADJ UNCH    1 1
 EW1787
 EW1787.Superseded values are not recommended for survey control.
 EW1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1787.See file dsdata.txt to determine how the superseded data were derived.
 EW1787
 EW1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT654677(NAD 83)
 EW1787_MARKER: S = SPIKE
 EW1787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1787_SP_SET: CURB
 EW1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1787
 EW1787  HISTORY     - Date     Condition        Report By
 EW1787  HISTORY     - UNK      MONUMENTED       CA1980
 EW1787  HISTORY     - 1968     GOOD             CA1980
 EW1787
 EW1787                          STATION DESCRIPTION
 EW1787
 EW1787'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1787'AT LOS ANGELES.
 EW1787'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 6 FEET
 EW1787'EAST OF THE EAST PROPERTY LINE OF GRANVILLE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1783 ***********************************************************************
 EW1783  DESIGNATION -  13 13890
 EW1783  PID         -  EW1783
 EW1783  STATE/COUNTY-  CA/LOS ANGELES
 EW1783  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1783
 EW1783                         *CURRENT SURVEY CONTROL
 EW1783  ___________________________________________________________________
 EW1783* NAD 83(1986)-  34 02 35.     (N)    118 27 33.     (W)     SCALED    
 EW1783* NAVD 88     -        61.68   (+/-2cm)     202.4    (feet)  VERTCON   
 EW1783  ___________________________________________________________________
 EW1783  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1783  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1783
 EW1783.The horizontal coordinates were scaled from a topographic map and have
 EW1783.an estimated accuracy of +/- 6 seconds.
 EW1783
 EW1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1783.The vertical order pertains to the NGVD 29 superseded value.
 EW1783
 EW1783.The geoid height was determined by GEOID03.
 EW1783
 EW1783;                    North         East    Units  Estimated Accuracy
 EW1783;SPC CA 5     -   560,340.    1,957,600.      MT  (+/- 180 meters Scaled)
 EW1783
 EW1783                          SUPERSEDED SURVEY CONTROL
 EW1783
 EW1783  NGVD 29 (??/??/92)   60.917  (m)          199.86   (f) ADJ UNCH    1 1
 EW1783
 EW1783.Superseded values are not recommended for survey control.
 EW1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1783.See file dsdata.txt to determine how the superseded data were derived.
 EW1783
 EW1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT653678(NAD 83)
 EW1783_MARKER: S = SPIKE
 EW1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1783_SP_SET: CATCH BASIN
 EW1783_MARK LOGO: NONE  
 EW1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1783
 EW1783  HISTORY     - Date     Condition        Report By
 EW1783  HISTORY     - UNK      MONUMENTED       CA1980
 EW1783  HISTORY     - 1968     GOOD             CA1980
 EW1783  HISTORY     - 19930625 GOOD             DENI
 EW1783
 EW1783                          STATION DESCRIPTION
 EW1783
 EW1783'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1783'AT LOS ANGELES.
 EW1783'CUT SPIKE, 6.5 FEET EAST OF THE EAST CURB LINE OF WESTGATE
 EW1783'AVENUE, 6.0 FEET NORTH OF THE NORTH PROPERTY LINE OF OHIO AVENUE,
 EW1783'IN TOP OF A CATCH BASIN, AT THE SOUTHEAST CORNER.
 EW1783
 EW1783                          STATION RECOVERY (1993)
 EW1783
 EW1783'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1993 (RLP)
 EW1783'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7916 ***********************************************************************
 DJ7916  DESIGNATION -  13 14348
 DJ7916  PID         -  DJ7916
 DJ7916  STATE/COUNTY-  CA/LOS ANGELES
 DJ7916  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7916
 DJ7916                         *CURRENT SURVEY CONTROL
 DJ7916  ___________________________________________________________________
 DJ7916* NAD 83(1986)-  34 04 34.     (N)    118 21 03.     (W)     SCALED    
 DJ7916* NAVD 88     -        67.098  (meters)     220.14   (feet)  ADJUSTED  
 DJ7916  ___________________________________________________________________
 DJ7916  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DJ7916  DYNAMIC HT  -          67.027 (meters)     219.90  (feet)  COMP
 DJ7916  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DJ7916
 DJ7916  VERT ORDER  -  SECOND    CLASS II
 DJ7916
 DJ7916.The horizontal coordinates were scaled from a topographic map and have
 DJ7916.an estimated accuracy of +/- 6 seconds.
 DJ7916
 DJ7916.The orthometric height was determined by differential leveling
 DJ7916.and adjusted in February 2008.
 DJ7916
 DJ7916.The geoid height was determined by GEOID03.
 DJ7916
 DJ7916.The dynamic height is computed by dividing the NAVD 88
 DJ7916.geopotential number by the normal gravity value computed on the
 DJ7916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7916.degrees latitude (g = 980.6199 gals.).
 DJ7916
 DJ7916.The modeled gravity was interpolated from observed gravity values.
 DJ7916
 DJ7916;                    North         East    Units  Estimated Accuracy
 DJ7916;SPC CA 5     -   563,960.    1,967,620.      MT  (+/- 180 meters Scaled)
 DJ7916
 DJ7916                          SUPERSEDED SURVEY CONTROL
 DJ7916
 DJ7916.No superseded survey control is available for this station.
 DJ7916
 DJ7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT753714(NAD 83)
 DJ7916_MARKER: S = SPIKE
 DJ7916_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7916_SP_SET: CURB
 DJ7916_MARK LOGO: NONE  
 DJ7916_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7916
 DJ7916  HISTORY     - Date     Condition        Report By
 DJ7916  HISTORY     - 20060317 MONUMENTED       CA1980
 DJ7916
 DJ7916                          STATION DESCRIPTION
 DJ7916
 DJ7916'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7916'MARK IS FOUND IN THE CITY OF LOS ANGELES, CALIFORNIA.
 DJ7916' 
 DJ7916'THE MARK IS A SPIKE 0.4 M (1.3 FT) NORTH OF THE NORTH CURB OF BEVERLY
 DJ7916'BOULEVARD, 1 M (3.3 FT) EAST OF BEGIN CURB RETURN EAST SIDE MARTEL
 DJ7916'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7918 ***********************************************************************
 DJ7918  DESIGNATION -  13 14910
 DJ7918  PID         -  DJ7918
 DJ7918  STATE/COUNTY-  CA/LOS ANGELES
 DJ7918  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7918
 DJ7918                         *CURRENT SURVEY CONTROL
 DJ7918  ___________________________________________________________________
 DJ7918* NAD 83(1986)-  34 05 00.     (N)    118 20 26.     (W)     SCALED    
 DJ7918* NAVD 88     -        79.354  (meters)     260.35   (feet)  ADJUSTED  
 DJ7918  ___________________________________________________________________
 DJ7918  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DJ7918  DYNAMIC HT  -          79.271 (meters)     260.07  (feet)  COMP
 DJ7918  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DJ7918
 DJ7918  VERT ORDER  -  SECOND    CLASS II
 DJ7918
 DJ7918.The horizontal coordinates were scaled from a topographic map and have
 DJ7918.an estimated accuracy of +/- 6 seconds.
 DJ7918
 DJ7918.The orthometric height was determined by differential leveling
 DJ7918.and adjusted in February 2008.
 DJ7918
 DJ7918.The geoid height was determined by GEOID03.
 DJ7918
 DJ7918.The dynamic height is computed by dividing the NAVD 88
 DJ7918.geopotential number by the normal gravity value computed on the
 DJ7918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7918.degrees latitude (g = 980.6199 gals.).
 DJ7918
 DJ7918.The modeled gravity was interpolated from observed gravity values.
 DJ7918
 DJ7918;                    North         East    Units  Estimated Accuracy
 DJ7918;SPC CA 5     -   564,760.    1,968,570.      MT  (+/- 180 meters Scaled)
 DJ7918
 DJ7918                          SUPERSEDED SURVEY CONTROL
 DJ7918
 DJ7918.No superseded survey control is available for this station.
 DJ7918
 DJ7918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT763722(NAD 83)
 DJ7918_MARKER: S = SPIKE
 DJ7918_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7918_SP_SET: CATCH BASIN
 DJ7918_MARK LOGO: NONE  
 DJ7918_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7918
 DJ7918  HISTORY     - Date     Condition        Report By
 DJ7918  HISTORY     - UNK      MONUMENTED       CA1980
 DJ7918  HISTORY     - 20060317 GOOD             CA1980
 DJ7918
 DJ7918                          STATION DESCRIPTION
 DJ7918
 DJ7918'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DJ7918'THE MARK IS LOCATED IN THE FAIRFAX AREA OF THE CITY OF LOS ANGELES
 DJ7918'CALIFORNIA.
 DJ7918' 
 DJ7918'THE MARK IS A SPIKE FOUND IN WEST END OF CATCH BASIN ON THE NORTH CURB
 DJ7918'OF MELROSE AVENUE, 0.7 M (2.3 FT) EAST OF THE NORTHEAST CURB RETURN OF
 DJ7918'THE MELROSE AVENUE AND MANSFIELD AVENUE INTERSECTION,
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7920 ***********************************************************************
 DJ7920  DESIGNATION -  13 15270
 DJ7920  PID         -  DJ7920
 DJ7920  STATE/COUNTY-  CA/LOS ANGELES
 DJ7920  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7920
 DJ7920                         *CURRENT SURVEY CONTROL
 DJ7920  ___________________________________________________________________
 DJ7920* NAD 83(1986)-  34 05 26.     (N)    118 20 25.     (W)     SCALED    
 DJ7920* NAVD 88     -        89.760  (meters)     294.49   (feet)  ADJUSTED  
 DJ7920  ___________________________________________________________________
 DJ7920  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DJ7920  DYNAMIC HT  -          89.666 (meters)     294.18  (feet)  COMP
 DJ7920  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DJ7920
 DJ7920  VERT ORDER  -  SECOND    CLASS II
 DJ7920
 DJ7920.The horizontal coordinates were scaled from a topographic map and have
 DJ7920.an estimated accuracy of +/- 6 seconds.
 DJ7920
 DJ7920.The orthometric height was determined by differential leveling
 DJ7920.and adjusted in February 2008.
 DJ7920
 DJ7920.The geoid height was determined by GEOID03.
 DJ7920
 DJ7920.The dynamic height is computed by dividing the NAVD 88
 DJ7920.geopotential number by the normal gravity value computed on the
 DJ7920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7920.degrees latitude (g = 980.6199 gals.).
 DJ7920
 DJ7920.The modeled gravity was interpolated from observed gravity values.
 DJ7920
 DJ7920;                    North         East    Units  Estimated Accuracy
 DJ7920;SPC CA 5     -   565,560.    1,968,600.      MT  (+/- 180 meters Scaled)
 DJ7920
 DJ7920                          SUPERSEDED SURVEY CONTROL
 DJ7920
 DJ7920.No superseded survey control is available for this station.
 DJ7920
 DJ7920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT763730(NAD 83)
 DJ7920_MARKER: S = SPIKE
 DJ7920_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7920_SP_SET: CURB
 DJ7920_MARK LOGO: NONE  
 DJ7920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7920
 DJ7920  HISTORY     - Date     Condition        Report By
 DJ7920  HISTORY     - UNK      MONUMENTED       CA1980
 DJ7920  HISTORY     - 20060317 GOOD             CA1980
 DJ7920
 DJ7920                          STATION DESCRIPTION
 DJ7920
 DJ7920'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DJ7920'MARK IS FOUND IN THE FAIRFAX AREA WITHIN THE CITY OF LOS ANGELES,
 DJ7920'CALIFORNIA.
 DJ7920' 
 DJ7920'THE MARK IS A SPIKE SET IN THE SOUTH CURB OF SANTA MONICA BOULEVARD,
 DJ7920'0.8 M (2.6 FT) EAST OF SOUTHEAST CURB RETURN OF THE SANTA MONICA
 DJ7920'BOULEVARD AND MANSFIELD AVENUE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7923 ***********************************************************************
 DJ7923  DESIGNATION -  13 16330
 DJ7923  PID         -  DJ7923
 DJ7923  STATE/COUNTY-  CA/LOS ANGELES
 DJ7923  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7923
 DJ7923                         *CURRENT SURVEY CONTROL
 DJ7923  ___________________________________________________________________
 DJ7923* NAD 83(1986)-  34 05 53.     (N)    118 21 03.     (W)     SCALED    
 DJ7923* NAVD 88     -       105.687  (meters)     346.74   (feet)  ADJUSTED  
 DJ7923  ___________________________________________________________________
 DJ7923  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DJ7923  DYNAMIC HT  -         105.577 (meters)     346.38  (feet)  COMP
 DJ7923  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DJ7923
 DJ7923  VERT ORDER  -  SECOND    CLASS II
 DJ7923
 DJ7923.The horizontal coordinates were scaled from a topographic map and have
 DJ7923.an estimated accuracy of +/- 6 seconds.
 DJ7923
 DJ7923.The orthometric height was determined by differential leveling
 DJ7923.and adjusted in February 2008.
 DJ7923
 DJ7923.The geoid height was determined by GEOID03.
 DJ7923
 DJ7923.The dynamic height is computed by dividing the NAVD 88
 DJ7923.geopotential number by the normal gravity value computed on the
 DJ7923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7923.degrees latitude (g = 980.6199 gals.).
 DJ7923
 DJ7923.The modeled gravity was interpolated from observed gravity values.
 DJ7923
 DJ7923;                    North         East    Units  Estimated Accuracy
 DJ7923;SPC CA 5     -   566,400.    1,967,630.      MT  (+/- 180 meters Scaled)
 DJ7923
 DJ7923                          SUPERSEDED SURVEY CONTROL
 DJ7923
 DJ7923.No superseded survey control is available for this station.
 DJ7923
 DJ7923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT753738(NAD 83)
 DJ7923_MARKER: S = SPIKE
 DJ7923_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7923_SP_SET: CURB
 DJ7923_MARK LOGO: NONE  
 DJ7923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7923
 DJ7923  HISTORY     - Date     Condition        Report By
 DJ7923  HISTORY     - 20060317 MONUMENTED       CA1980
 DJ7923
 DJ7923                          STATION DESCRIPTION
 DJ7923
 DJ7923'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7923'THE MARK IS LOCATED IN THE CITY OF LOS ANGELES CALIFORNIA.
 DJ7923' 
 DJ7923'THE MARK CONSIST OF A SPIKE IN NORTH CURB OF SUNSET BOULEVARD, 0.9 M
 DJ7923'(3.0 FT) EAST OF THE BEGINNING CURB RETURN ON EAST SIDE OF VISTA
 DJ7923'STREET NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3295 ***********************************************************************
 AH3295  DESIGNATION -  13 16790
 AH3295  PID         -  AH3295
 AH3295  STATE/COUNTY-  CA/LOS ANGELES
 AH3295  USGS QUAD   -  BEVERLY HILLS (1995)
 AH3295
 AH3295                         *CURRENT SURVEY CONTROL
 AH3295  ___________________________________________________________________
 AH3295* NAD 83(1986)-  34 05 22.     (N)    118 23 42.     (W)     SCALED    
 AH3295* NAVD 88     -       122.418  (meters)     401.63   (feet)  ADJUSTED  
 AH3295  ___________________________________________________________________
 AH3295  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AH3295  DYNAMIC HT  -         122.291 (meters)     401.22  (feet)  COMP
 AH3295  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 AH3295
 AH3295  VERT ORDER  -  FIRST     CLASS II
 AH3295
 AH3295.The horizontal coordinates were scaled from a topographic map and have
 AH3295.an estimated accuracy of +/- 6 seconds.
 AH3295
 AH3295.The orthometric height was determined by differential leveling
 AH3295.and adjusted in May 1999.
 AH3295
 AH3295.The geoid height was determined by GEOID03.
 AH3295
 AH3295.The dynamic height is computed by dividing the NAVD 88
 AH3295.geopotential number by the normal gravity value computed on the
 AH3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3295.degrees latitude (g = 980.6199 gals.).
 AH3295
 AH3295.The modeled gravity was interpolated from observed gravity values.
 AH3295
 AH3295;                    North         East    Units  Estimated Accuracy
 AH3295;SPC CA 5     -   565,460.    1,963,550.      MT  (+/- 180 meters Scaled)
 AH3295
 AH3295                          SUPERSEDED SURVEY CONTROL
 AH3295
 AH3295.No superseded survey control is available for this station.
 AH3295
 AH3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713729(NAD 83)
 AH3295_MARKER: Z = SEE DESCRIPTION
 AH3295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3295_SP_SET: CURB
 AH3295_MARK LOGO: NONE  
 AH3295_PROJECTION: FLUSH
 AH3295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3295+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3295
 AH3295  HISTORY     - Date     Condition        Report By
 AH3295  HISTORY     - UNK      MONUMENTED       CA0350
 AH3295  HISTORY     - 19970401 GOOD             MWDSC
 AH3295
 AH3295                          STATION DESCRIPTION
 AH3295
 AH3295'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3295'IN THE CITY OF BEVERLY HILLS, ON THE NORTH SIDE OF SUNSET BLVD. 34 M
 AH3295'(111.5 FT) EAST OF THE EASTERLY BCR OF THE NORTHBOUND INTERSECTION OF
 AH3295'SIERRA DRIVE.  11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF SUNSET
 AH3295'BLVD.  STATION IN THE CURB AT THE WEST END OF A 1.4 M (4.6 FT) BY 1.2
 AH3295'M (3.9 FT) CONCRETE CATCH BASIN.  0.5-INCH IRON PIN SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3293 ***********************************************************************
 AH3293  DESIGNATION -  13 16829
 AH3293  PID         -  AH3293
 AH3293  STATE/COUNTY-  CA/LOS ANGELES
 AH3293  USGS QUAD   -  BEVERLY HILLS (1995)
 AH3293
 AH3293                         *CURRENT SURVEY CONTROL
 AH3293  ___________________________________________________________________
 AH3293* NAD 83(1986)-  34 05 11.     (N)    118 24 24.     (W)     SCALED    
 AH3293* NAVD 88     -       114.233  (meters)     374.78   (feet)  ADJUSTED  
 AH3293  ___________________________________________________________________
 AH3293  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AH3293  DYNAMIC HT  -         114.114 (meters)     374.39  (feet)  COMP
 AH3293  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 AH3293
 AH3293  VERT ORDER  -  FIRST     CLASS II
 AH3293
 AH3293.The horizontal coordinates were scaled from a topographic map and have
 AH3293.an estimated accuracy of +/- 6 seconds.
 AH3293
 AH3293.The orthometric height was determined by differential leveling
 AH3293.and adjusted in May 1999.
 AH3293
 AH3293.The geoid height was determined by GEOID03.
 AH3293
 AH3293.The dynamic height is computed by dividing the NAVD 88
 AH3293.geopotential number by the normal gravity value computed on the
 AH3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3293.degrees latitude (g = 980.6199 gals.).
 AH3293
 AH3293.The modeled gravity was interpolated from observed gravity values.
 AH3293
 AH3293;                    North         East    Units  Estimated Accuracy
 AH3293;SPC CA 5     -   565,120.    1,962,470.      MT  (+/- 180 meters Scaled)
 AH3293
 AH3293                          SUPERSEDED SURVEY CONTROL
 AH3293
 AH3293.No superseded survey control is available for this station.
 AH3293
 AH3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT702726(NAD 83)
 AH3293_MARKER: S = SPIKE
 AH3293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3293_SP_SET: CURB
 AH3293_MARK LOGO: CA0350
 AH3293_PROJECTION: FLUSH
 AH3293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3293+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3293
 AH3293  HISTORY     - Date     Condition        Report By
 AH3293  HISTORY     - UNK      MONUMENTED       CA0350
 AH3293  HISTORY     - 19970401 GOOD             MWDSC
 AH3293
 AH3293                          STATION DESCRIPTION
 AH3293
 AH3293'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3293'IN THE CITY OF BEVERLY HILLS, AT THE NORTHEAST CORNER OF SUNSET BLVD.
 AH3293'AND FOOTHILL ROAD.  22.3 M (73.2 FT) EAST OF THE CENTERLINE OF
 AH3293'FOOTHILL ROAD, 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF SUNSET
 AH3293'BLVD., STATION IS ON TOP OF CURB ADJACENT TO THE SOUTHEASTERLY CORNER
 AH3293'OF A 1.2 M (3.9 FT) BY 1.4 M (4.6 FT) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1277 ***********************************************************************
 EW1277  DESIGNATION -  13 17951
 EW1277  PID         -  EW1277
 EW1277  STATE/COUNTY-  CA/LOS ANGELES
 EW1277  USGS QUAD   -  HOLLYWOOD (1994)
 EW1277
 EW1277                         *CURRENT SURVEY CONTROL
 EW1277  ___________________________________________________________________
 EW1277* NAD 83(1986)-  34 07 23.     (N)    118 20 30.     (W)     SCALED    
 EW1277* NAVD 88     -       219.229  (meters)     719.25   (feet)  ADJUSTED  
 EW1277  ___________________________________________________________________
 EW1277  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW1277  DYNAMIC HT  -         218.999 (meters)     718.50  (feet)  COMP
 EW1277  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 EW1277
 EW1277  VERT ORDER  -  FIRST     CLASS I
 EW1277
 EW1277.The horizontal coordinates were scaled from a topographic map and have
 EW1277.an estimated accuracy of +/- 6 seconds.
 EW1277
 EW1277.The orthometric height was determined by differential leveling
 EW1277.and adjusted in June 1995.
 EW1277
 EW1277.The geoid height was determined by GEOID03.
 EW1277
 EW1277.The dynamic height is computed by dividing the NAVD 88
 EW1277.geopotential number by the normal gravity value computed on the
 EW1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1277.degrees latitude (g = 980.6199 gals.).
 EW1277
 EW1277.The modeled gravity was interpolated from observed gravity values.
 EW1277
 EW1277;                    North         East    Units  Estimated Accuracy
 EW1277;SPC CA 5     -   569,170.    1,968,480.      MT  (+/- 180 meters Scaled)
 EW1277
 EW1277                          SUPERSEDED SURVEY CONTROL
 EW1277
 EW1277  NGVD 29 (??/??/92)  218.474  (m)          716.78   (f) ADJ UNCH    1 1
 EW1277
 EW1277.Superseded values are not recommended for survey control.
 EW1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1277.See file dsdata.txt to determine how the superseded data were derived.
 EW1277
 EW1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT762766(NAD 83)
 EW1277_MARKER: S = SPIKE
 EW1277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1277_SP_SET: CURB
 EW1277_MARK LOGO: NONE  
 EW1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1277+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1277
 EW1277  HISTORY     - Date     Condition        Report By
 EW1277  HISTORY     - UNK      MONUMENTED       CA1980
 EW1277  HISTORY     - 1968     GOOD             CA1980
 EW1277  HISTORY     - 19940819 GOOD             NGS
 EW1277
 EW1277                          STATION DESCRIPTION
 EW1277
 EW1277'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1277'AT LOS ANGELES.
 EW1277'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW1277'OPPOSITE LIGHT POST, 75 FEET SOUTHEAST OF CENTER LINE OF
 EW1277'MULHOLLAND DRIVE BRIDGE.
 EW1277
 EW1277                          STATION RECOVERY (1994)
 EW1277
 EW1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1277'IN HOLLYWOOD, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW1277'MULHOLLAND DRIVE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE
 EW1277'BOULEVARD, 22.9 M (75.1 FT) SOUTHEAST OF THE CENTER OF THE DRIVE
 EW1277'OVERPASS OF THE BOULEVARD, 4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE
 EW1277'OF THE SOUTH-EASTBOUND LANES OF THE BOULEVARD, 0.3 M (1.0 FT)
 EW1277'NORTHEAST OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 EW1277'OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1279 ***********************************************************************
 EW1279  DESIGNATION -  13 17955
 EW1279  PID         -  EW1279
 EW1279  STATE/COUNTY-  CA/LOS ANGELES
 EW1279  USGS QUAD   -  HOLLYWOOD (1994)
 EW1279
 EW1279                         *CURRENT SURVEY CONTROL
 EW1279  ___________________________________________________________________
 EW1279* NAD 83(1986)-  34 07 28.     (N)    118 20 33.     (W)     SCALED    
 EW1279* NAVD 88     -       224.353  (meters)     736.06   (feet)  ADJUSTED  
 EW1279  ___________________________________________________________________
 EW1279  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW1279  DYNAMIC HT  -         224.118 (meters)     735.29  (feet)  COMP
 EW1279  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 EW1279
 EW1279  VERT ORDER  -  FIRST     CLASS I
 EW1279
 EW1279.The horizontal coordinates were scaled from a topographic map and have
 EW1279.an estimated accuracy of +/- 6 seconds.
 EW1279
 EW1279.The orthometric height was determined by differential leveling
 EW1279.and adjusted in June 1995.
 EW1279
 EW1279.The geoid height was determined by GEOID03.
 EW1279
 EW1279.The dynamic height is computed by dividing the NAVD 88
 EW1279.geopotential number by the normal gravity value computed on the
 EW1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1279.degrees latitude (g = 980.6199 gals.).
 EW1279
 EW1279.The modeled gravity was interpolated from observed gravity values.
 EW1279
 EW1279;                    North         East    Units  Estimated Accuracy
 EW1279;SPC CA 5     -   569,320.    1,968,410.      MT  (+/- 180 meters Scaled)
 EW1279
 EW1279                          SUPERSEDED SURVEY CONTROL
 EW1279
 EW1279  NGVD 29 (??/??/92)  223.612  (m)          733.63   (f) ADJ UNCH    1 1
 EW1279
 EW1279.Superseded values are not recommended for survey control.
 EW1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1279.See file dsdata.txt to determine how the superseded data were derived.
 EW1279
 EW1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT762767(NAD 83)
 EW1279_MARKER: S = SPIKE
 EW1279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW1279_SP_SET: CURB
 EW1279_MARK LOGO: NONE  
 EW1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1279+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW1279
 EW1279  HISTORY     - Date     Condition        Report By
 EW1279  HISTORY     - UNK      MONUMENTED       CA1980
 EW1279  HISTORY     - 1968     GOOD             CA1980
 EW1279  HISTORY     - 19940819 GOOD             NGS
 EW1279
 EW1279                          STATION DESCRIPTION
 EW1279
 EW1279'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1279'AT LOS ANGELES.
 EW1279'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW1279'ABOUT 242 FEET NORTHWEST OF THE CENTER LINE OF MULHOLLAND DRIVE
 EW1279'BRIDGE, 9.2 FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN
 EW1279'SOUTHEAST OF THE JUNCTION OF MULHOLLAND DRIVE ACCESS RAMP AND
 EW1279'WOODROW WILSON DRIVE.
 EW1279
 EW1279                          STATION RECOVERY (1994)
 EW1279
 EW1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1279'IN HOLLYWOOD, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW1279'WOODROW WILSON DRIVE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE
 EW1279'BOULEVARD, 17.5 M (57.4 FT) SOUTHEAST OF THE CENTER OF THE DRIVE, 3.5
 EW1279'M (11.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES
 EW1279'OF THE BOULEVARD, 2.7 M (8.9 FT) SOUTHEAST OF A STREET LIGHT POLE, 0.7
 EW1279'M (2.3 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE
 EW1279'LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2128 ***********************************************************************
 EW2128  DESIGNATION -  13 17971
 EW2128  PID         -  EW2128
 EW2128  STATE/COUNTY-  CA/LOS ANGELES
 EW2128  USGS QUAD   -  BURBANK (1994)
 EW2128
 EW2128                         *CURRENT SURVEY CONTROL
 EW2128  ___________________________________________________________________
 EW2128* NAD 83(1986)-  34 07 34.     (N)    118 20 41.     (W)     SCALED    
 EW2128* NAVD 88     -       227.919  (meters)     747.76   (feet)  ADJUSTED  
 EW2128  ___________________________________________________________________
 EW2128  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2128  DYNAMIC HT  -         227.679 (meters)     746.98  (feet)  COMP
 EW2128  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 EW2128
 EW2128  VERT ORDER  -  FIRST     CLASS I
 EW2128
 EW2128.The horizontal coordinates were scaled from a topographic map and have
 EW2128.an estimated accuracy of +/- 6 seconds.
 EW2128
 EW2128.The orthometric height was determined by differential leveling
 EW2128.and adjusted in June 1995.
 EW2128
 EW2128.The geoid height was determined by GEOID03.
 EW2128
 EW2128.The dynamic height is computed by dividing the NAVD 88
 EW2128.geopotential number by the normal gravity value computed on the
 EW2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2128.degrees latitude (g = 980.6199 gals.).
 EW2128
 EW2128.The modeled gravity was interpolated from observed gravity values.
 EW2128
 EW2128;                    North         East    Units  Estimated Accuracy
 EW2128;SPC CA 5     -   569,510.    1,968,200.      MT  (+/- 180 meters Scaled)
 EW2128
 EW2128                          SUPERSEDED SURVEY CONTROL
 EW2128
 EW2128  NGVD 29 (??/??/92)  227.166  (m)          745.29   (f) ADJ UNCH    1 1
 EW2128
 EW2128.Superseded values are not recommended for survey control.
 EW2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2128.See file dsdata.txt to determine how the superseded data were derived.
 EW2128
 EW2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT759769(NAD 83)
 EW2128_MARKER: S = SPIKE
 EW2128_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2128_SP_SET: CURB
 EW2128_MARK LOGO: NONE  
 EW2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2128+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2128
 EW2128  HISTORY     - Date     Condition        Report By
 EW2128  HISTORY     - UNK      MONUMENTED       CA1980
 EW2128  HISTORY     - 1968     GOOD             CA1980
 EW2128  HISTORY     - 19940819 GOOD             NGS
 EW2128
 EW2128                          STATION DESCRIPTION
 EW2128
 EW2128'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2128'AT LOS ANGELES.
 EW2128'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW2128'2 FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF
 EW2128'OAKCREST DRIVE.
 EW2128
 EW2128                          STATION RECOVERY (1994)
 EW2128
 EW2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2128'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2128'OAKCREST DRIVE, A SPIKE IN THE SOUTHWEST CONCRETE CURB OF THE
 EW2128'BOULEVARD, 7.5 M (24.6 FT) SOUTHEAST OF THE CENTER OF THE DRIVE, 3.6 M
 EW2128'(11.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES OF
 EW2128'THE BOULEVARD, 1.3 M (4.3 FT) SOUTHEAST OF A STREET LIGHT POLE, AND
 EW2128'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2129 ***********************************************************************
 EW2129  DESIGNATION -  13 17990
 EW2129  PID         -  EW2129
 EW2129  STATE/COUNTY-  CA/LOS ANGELES
 EW2129  USGS QUAD   -  BURBANK (1994)
 EW2129
 EW2129                         *CURRENT SURVEY CONTROL
 EW2129  ___________________________________________________________________
 EW2129* NAD 83(1986)-  34 07 35.     (N)    118 20 42.     (W)     SCALED    
 EW2129* NAVD 88     -       225.594  (meters)     740.14   (feet)  ADJUSTED  
 EW2129  ___________________________________________________________________
 EW2129  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2129  DYNAMIC HT  -         225.356 (meters)     739.36  (feet)  COMP
 EW2129  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 EW2129
 EW2129  VERT ORDER  -  FIRST     CLASS I
 EW2129
 EW2129.The horizontal coordinates were scaled from a topographic map and have
 EW2129.an estimated accuracy of +/- 6 seconds.
 EW2129
 EW2129.The orthometric height was determined by differential leveling
 EW2129.and adjusted in June 1995.
 EW2129
 EW2129.The geoid height was determined by GEOID03.
 EW2129
 EW2129.The dynamic height is computed by dividing the NAVD 88
 EW2129.geopotential number by the normal gravity value computed on the
 EW2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2129.degrees latitude (g = 980.6199 gals.).
 EW2129
 EW2129.The modeled gravity was interpolated from observed gravity values.
 EW2129
 EW2129;                    North         East    Units  Estimated Accuracy
 EW2129;SPC CA 5     -   569,540.    1,968,180.      MT  (+/- 180 meters Scaled)
 EW2129
 EW2129                          SUPERSEDED SURVEY CONTROL
 EW2129
 EW2129  NGVD 29 (??/??/92)  224.836  (m)          737.65   (f) ADJ UNCH    1 1
 EW2129
 EW2129.Superseded values are not recommended for survey control.
 EW2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2129.See file dsdata.txt to determine how the superseded data were derived.
 EW2129
 EW2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT759769(NAD 83)
 EW2129_MARKER: S = SPIKE
 EW2129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2129_SP_SET: CATCH BASIN
 EW2129_MARK LOGO: NONE  
 EW2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2129+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2129
 EW2129  HISTORY     - Date     Condition        Report By
 EW2129  HISTORY     - UNK      MONUMENTED       CA1980
 EW2129  HISTORY     - 1968     GOOD             CA1980
 EW2129  HISTORY     - 19940819 GOOD             NGS
 EW2129
 EW2129                          STATION DESCRIPTION
 EW2129
 EW2129'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2129'AT LOS ANGELES.
 EW2129'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW2129'3 FEET EAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF CADET
 EW2129'COURT, NORTHWEST END OF CATCH BASIN.
 EW2129
 EW2129                          STATION RECOVERY (1994)
 EW2129
 EW2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2129'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2129'CADET COURT, A SPIKE NEAR THE NORTH CORNER OF A CONCRETE CATCH BASIN,
 EW2129'9.5 M (31.2 FT) SOUTHEAST OF THE CENTER OF THE COURT, 3.6 M (11.8 FT)
 EW2129'SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES OF THE
 EW2129'BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2130 ***********************************************************************
 EW2130  DESIGNATION -  13 18010
 EW2130  PID         -  EW2130
 EW2130  STATE/COUNTY-  CA/LOS ANGELES
 EW2130  USGS QUAD   -  BURBANK (1994)
 EW2130
 EW2130                         *CURRENT SURVEY CONTROL
 EW2130  ___________________________________________________________________
 EW2130* NAD 83(1986)-  34 07 38.     (N)    118 20 46.     (W)     SCALED    
 EW2130* NAVD 88     -       221.203  (meters)     725.73   (feet)  ADJUSTED  
 EW2130  ___________________________________________________________________
 EW2130  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW2130  DYNAMIC HT  -         220.970 (meters)     724.97  (feet)  COMP
 EW2130  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 EW2130
 EW2130  VERT ORDER  -  FIRST     CLASS I
 EW2130
 EW2130.The horizontal coordinates were scaled from a topographic map and have
 EW2130.an estimated accuracy of +/- 6 seconds.
 EW2130
 EW2130.The orthometric height was determined by differential leveling
 EW2130.and adjusted in June 1995.
 EW2130
 EW2130.The geoid height was determined by GEOID03.
 EW2130
 EW2130.The dynamic height is computed by dividing the NAVD 88
 EW2130.geopotential number by the normal gravity value computed on the
 EW2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2130.degrees latitude (g = 980.6199 gals.).
 EW2130
 EW2130.The modeled gravity was interpolated from observed gravity values.
 EW2130
 EW2130;                    North         East    Units  Estimated Accuracy
 EW2130;SPC CA 5     -   569,630.    1,968,070.      MT  (+/- 180 meters Scaled)
 EW2130
 EW2130                          SUPERSEDED SURVEY CONTROL
 EW2130
 EW2130  NGVD 29 (??/??/92)  220.434  (m)          723.21   (f) ADJ UNCH    1 1
 EW2130
 EW2130.Superseded values are not recommended for survey control.
 EW2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2130.See file dsdata.txt to determine how the superseded data were derived.
 EW2130
 EW2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758770(NAD 83)
 EW2130_MARKER: S = SPIKE
 EW2130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2130_SP_SET: CATCH BASIN
 EW2130_MARK LOGO: NONE  
 EW2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2130+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2130
 EW2130  HISTORY     - Date     Condition        Report By
 EW2130  HISTORY     - UNK      MONUMENTED       CA1980
 EW2130  HISTORY     - 1968     GOOD             CA1980
 EW2130  HISTORY     - 19940819 GOOD             NGS
 EW2130
 EW2130                          STATION DESCRIPTION
 EW2130
 EW2130'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2130'AT LOS ANGELES.
 EW2130'WIRE SPIKE IN TOP OF THE SOUTHWEST CURB OF CAHUENGA BOULEVARD,
 EW2130'3 FEET SOUTHEAST OF THE BEGINNING OF CURB RETURN SOUTHEAST OF
 EW2130'BARBARA COURT, NORTHWEST END OF CATCH BASIN.
 EW2130
 EW2130                          STATION RECOVERY (1994)
 EW2130
 EW2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2130'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2130'BARBARA COURT, A SPIKE NEAR THE NORTH CORNER OF A CONCRETE CATCH
 EW2130'BASIN, 9.8 M (32.2 FT) SOUTHEAST OF THE CENTER OF THE COURT, 3.8 M
 EW2130'(12.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES OF
 EW2130'THE BOULEVARD, 1.4 M (4.6 FT) SOUTHEAST OF A FIRE HYDRANT, AND 0.2 M
 EW2130'(0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2133 ***********************************************************************
 EW2133  DESIGNATION -  13 18030
 EW2133  PID         -  EW2133
 EW2133  STATE/COUNTY-  CA/LOS ANGELES
 EW2133  USGS QUAD   -  BURBANK (1994)
 EW2133
 EW2133                         *CURRENT SURVEY CONTROL
 EW2133  ___________________________________________________________________
 EW2133* NAD 83(1986)-  34 07 44.     (N)    118 20 56.     (W)     SCALED    
 EW2133* NAVD 88     -       214.955  (meters)     705.23   (feet)  ADJUSTED  
 EW2133  ___________________________________________________________________
 EW2133  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2133  DYNAMIC HT  -         214.728 (meters)     704.49  (feet)  COMP
 EW2133  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 EW2133
 EW2133  VERT ORDER  -  FIRST     CLASS I
 EW2133
 EW2133.The horizontal coordinates were scaled from a topographic map and have
 EW2133.an estimated accuracy of +/- 6 seconds.
 EW2133
 EW2133.The orthometric height was determined by differential leveling
 EW2133.and adjusted in June 1995.
 EW2133
 EW2133.The geoid height was determined by GEOID03.
 EW2133
 EW2133.The dynamic height is computed by dividing the NAVD 88
 EW2133.geopotential number by the normal gravity value computed on the
 EW2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2133.degrees latitude (g = 980.6199 gals.).
 EW2133
 EW2133.The modeled gravity was interpolated from observed gravity values.
 EW2133
 EW2133;                    North         East    Units  Estimated Accuracy
 EW2133;SPC CA 5     -   569,820.    1,967,820.      MT  (+/- 180 meters Scaled)
 EW2133
 EW2133                          SUPERSEDED SURVEY CONTROL
 EW2133
 EW2133  NGVD 29 (??/??/92)  214.193  (m)          702.73   (f) ADJ UNCH    1 1
 EW2133
 EW2133.Superseded values are not recommended for survey control.
 EW2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2133.See file dsdata.txt to determine how the superseded data were derived.
 EW2133
 EW2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT756772(NAD 83)
 EW2133_MARKER: S = SPIKE
 EW2133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2133_SP_SET: CATCH BASIN
 EW2133_MARK LOGO: NONE  
 EW2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2133+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 EW2133
 EW2133  HISTORY     - Date     Condition        Report By
 EW2133  HISTORY     - UNK      MONUMENTED       CA1980
 EW2133  HISTORY     - 1968     GOOD             CA1980
 EW2133  HISTORY     - 19940819 GOOD             NGS
 EW2133
 EW2133                          STATION DESCRIPTION
 EW2133
 EW2133'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2133'AT LOS ANGELES.
 EW2133'CUT SPIKE 20 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF
 EW2133'CAHUENGA BOULEVARD, IN TOP OF THE SOUTHEAST CURB OF BENNETT
 EW2133'DRIVE, NORTHEAST END OF CATCH BASIN.
 EW2133
 EW2133                          STATION RECOVERY (1994)
 EW2133
 EW2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2133'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2133'BENNETT DRIVE, A SPIKE NEAR THE NORTH CORNER OF A CONCRETE CATCH
 EW2133'BASIN, 12.6 M (41.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EW2133'SOUTH-EASTBOUND LANES OF THE BOULEVARD, 4.0 M (13.1 FT) SOUTHEAST OF
 EW2133'THE CENTER OF THE DRIVE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2133'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2136 ***********************************************************************
 EW2136  DESIGNATION -  13 18050
 EW2136  PID         -  EW2136
 EW2136  STATE/COUNTY-  CA/LOS ANGELES
 EW2136  USGS QUAD   -  BURBANK (1994)
 EW2136
 EW2136                         *CURRENT SURVEY CONTROL
 EW2136  ___________________________________________________________________
 EW2136* NAD 83(1986)-  34 07 49.     (N)    118 21 02.     (W)     SCALED    
 EW2136* NAVD 88     -       213.164  (meters)     699.36   (feet)  ADJUSTED  
 EW2136  ___________________________________________________________________
 EW2136  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2136  DYNAMIC HT  -         212.939 (meters)     698.62  (feet)  COMP
 EW2136  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 EW2136
 EW2136  VERT ORDER  -  FIRST     CLASS I
 EW2136
 EW2136.The horizontal coordinates were scaled from a topographic map and have
 EW2136.an estimated accuracy of +/- 6 seconds.
 EW2136
 EW2136.The orthometric height was determined by differential leveling
 EW2136.and adjusted in June 1995.
 EW2136
 EW2136.The geoid height was determined by GEOID03.
 EW2136
 EW2136.The dynamic height is computed by dividing the NAVD 88
 EW2136.geopotential number by the normal gravity value computed on the
 EW2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2136.degrees latitude (g = 980.6199 gals.).
 EW2136
 EW2136.The modeled gravity was interpolated from observed gravity values.
 EW2136
 EW2136;                    North         East    Units  Estimated Accuracy
 EW2136;SPC CA 5     -   569,970.    1,967,660.      MT  (+/- 180 meters Scaled)
 EW2136
 EW2136                          SUPERSEDED SURVEY CONTROL
 EW2136
 EW2136  NGVD 29 (??/??/92)  212.397  (m)          696.84   (f) ADJ UNCH    1 1
 EW2136
 EW2136.Superseded values are not recommended for survey control.
 EW2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2136.See file dsdata.txt to determine how the superseded data were derived.
 EW2136
 EW2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT754774(NAD 83)
 EW2136_MARKER: S = SPIKE
 EW2136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2136_SP_SET: CATCH BASIN
 EW2136_MARK LOGO: NONE  
 EW2136_PROJECTION: FLUSH
 EW2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2136+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 EW2136
 EW2136  HISTORY     - Date     Condition        Report By
 EW2136  HISTORY     - UNK      MONUMENTED       CA1980
 EW2136  HISTORY     - 1968     GOOD             CA1980
 EW2136  HISTORY     - 19940819 GOOD             NGS
 EW2136  HISTORY     - 19970320 GOOD             MWDSC
 EW2136
 EW2136                          STATION DESCRIPTION
 EW2136
 EW2136'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2136'AT LOS ANGELES.
 EW2136'WIRE SPIKE IN TOP OF THE WEST CURB OF OAKSHIRE DRIVE, 2.5 FEET
 EW2136'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF CAHUENGA
 EW2136'BOULEVARD, NORTH END OF CATCH BASIN.
 EW2136
 EW2136                          STATION RECOVERY (1994)
 EW2136
 EW2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2136'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2136'OAKSHIRE DRIVE, A SPIKE NEAR THE EAST CORNER OF A CONCRETE CATCH
 EW2136'BASIN, 13.6 M (44.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EW2136'SOUTH-EASTBOUND LANES OF THE BOULEVARD, 6.1 M (20.0 FT) NORTHWEST OF
 EW2136'THE CENTERLINE OF THE DRIVE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 EW2136'DRIVE.
 EW2136
 EW2136                          STATION RECOVERY (1997)
 EW2136
 EW2136'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW2136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2138 ***********************************************************************
 EW2138  DESIGNATION -  13 18070
 EW2138  PID         -  EW2138
 EW2138  STATE/COUNTY-  CA/LOS ANGELES
 EW2138  USGS QUAD   -  BURBANK (1994)
 EW2138
 EW2138                         *CURRENT SURVEY CONTROL
 EW2138  ___________________________________________________________________
 EW2138* NAD 83(1986)-  34 07 53.     (N)    118 21 05.     (W)     SCALED    
 EW2138* NAVD 88     -       209.16   (+/-2cm)     686.2    (feet)  VERTCON   
 EW2138  ___________________________________________________________________
 EW2138  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2138  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2138
 EW2138.The horizontal coordinates were scaled from a topographic map and have
 EW2138.an estimated accuracy of +/- 6 seconds.
 EW2138
 EW2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2138.The vertical order pertains to the NGVD 29 superseded value.
 EW2138
 EW2138.The geoid height was determined by GEOID03.
 EW2138
 EW2138;                    North         East    Units  Estimated Accuracy
 EW2138;SPC CA 5     -   570,090.    1,967,590.      MT  (+/- 180 meters Scaled)
 EW2138
 EW2138                          SUPERSEDED SURVEY CONTROL
 EW2138
 EW2138  NGVD 29 (??/??/92)  208.366  (m)          683.61   (f) ADJ UNCH    1 1
 EW2138
 EW2138.Superseded values are not recommended for survey control.
 EW2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2138.See file dsdata.txt to determine how the superseded data were derived.
 EW2138
 EW2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT753775(NAD 83)
 EW2138_MARKER: S = SPIKE
 EW2138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2138_SP_SET: CATCH BASIN
 EW2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2138
 EW2138  HISTORY     - Date     Condition        Report By
 EW2138  HISTORY     - UNK      MONUMENTED       CA1980
 EW2138  HISTORY     - 1968     GOOD             CA1980
 EW2138  HISTORY     - 19940819 MARK NOT FOUND   NGS
 EW2138
 EW2138                          STATION DESCRIPTION
 EW2138
 EW2138'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2138'AT LOS ANGELES.
 EW2138'CUT SPIKE 25.3 FEET SOUTH OF THE SOUTH CURB OF CAHUENGA
 EW2138'BOULEVARD, IN TOP OF THE EAST CURB OF IONE DRIVE, SOUTH END OF
 EW2138'CATCH BASIN.
 EW2138
 EW2138                          STATION RECOVERY (1994)
 EW2138
 EW2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2138'THE CATCH BASIN AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW2138'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2139 ***********************************************************************
 EW2139  DESIGNATION -  13 18090
 EW2139  PID         -  EW2139
 EW2139  STATE/COUNTY-  CA/LOS ANGELES
 EW2139  USGS QUAD   -  BURBANK (1994)
 EW2139
 EW2139                         *CURRENT SURVEY CONTROL
 EW2139  ___________________________________________________________________
 EW2139* NAD 83(1986)-  34 07 56.     (N)    118 21 14.     (W)     SCALED    
 EW2139* NAVD 88     -       204.122  (meters)     669.69   (feet)  ADJUSTED  
 EW2139  ___________________________________________________________________
 EW2139  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2139  DYNAMIC HT  -         203.907 (meters)     668.98  (feet)  COMP
 EW2139  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 EW2139
 EW2139  VERT ORDER  -  FIRST     CLASS I
 EW2139
 EW2139.The horizontal coordinates were scaled from a topographic map and have
 EW2139.an estimated accuracy of +/- 6 seconds.
 EW2139
 EW2139.The orthometric height was determined by differential leveling
 EW2139.and adjusted in June 1995.
 EW2139
 EW2139.The geoid height was determined by GEOID03.
 EW2139
 EW2139.The dynamic height is computed by dividing the NAVD 88
 EW2139.geopotential number by the normal gravity value computed on the
 EW2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2139.degrees latitude (g = 980.6199 gals.).
 EW2139
 EW2139.The modeled gravity was interpolated from observed gravity values.
 EW2139
 EW2139;                    North         East    Units  Estimated Accuracy
 EW2139;SPC CA 5     -   570,190.    1,967,360.      MT  (+/- 180 meters Scaled)
 EW2139
 EW2139                          SUPERSEDED SURVEY CONTROL
 EW2139
 EW2139  NGVD 29 (??/??/92)  203.355  (m)          667.17   (f) ADJ UNCH    1 1
 EW2139
 EW2139.Superseded values are not recommended for survey control.
 EW2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2139.See file dsdata.txt to determine how the superseded data were derived.
 EW2139
 EW2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT751776(NAD 83)
 EW2139_MARKER: S = SPIKE
 EW2139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2139_SP_SET: CATCH BASIN
 EW2139_MARK LOGO: NONE  
 EW2139_PROJECTION: FLUSH
 EW2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2139+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 EW2139
 EW2139  HISTORY     - Date     Condition        Report By
 EW2139  HISTORY     - UNK      MONUMENTED       CA1980
 EW2139  HISTORY     - 1968     GOOD             CA1980
 EW2139  HISTORY     - 19940819 GOOD             NGS
 EW2139  HISTORY     - 19970320 GOOD             MWDSC
 EW2139
 EW2139                          STATION DESCRIPTION
 EW2139
 EW2139'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2139'AT LOS ANGELES.
 EW2139'CUT SPIKE IN TOP OF THE SOUTH CURB OF CAHUENGA BOULEVARD, 24.6
 EW2139'FEET EAST OF THE EAST CURB LINE OF OAKLEY DRIVE, WEST END OF
 EW2139'CATCH BASIN.
 EW2139
 EW2139                          STATION RECOVERY (1994)
 EW2139
 EW2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2139'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2139'OAKLEY DRIVE, A SPIKE NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH
 EW2139'BASIN, 10.9 M (35.8 FT) EAST OF THE CENTER OF THE DRIVE, 5.6 M (18.4
 EW2139'FT) SOUTH OF THE CENTERLINE OF THE SOUTH-EASTBOUND LANES OF THE
 EW2139'BOULEVARD, 1.6 M (5.2 FT) WEST OF A FIRE HYDRANT, AND 0.2 ABOVE THE
 EW2139'LEVEL OF THE BOULEVARD.
 EW2139
 EW2139                          STATION RECOVERY (1997)
 EW2139
 EW2139'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW2139'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2140 ***********************************************************************
 EW2140  DESIGNATION -  13 18100
 EW2140  PID         -  EW2140
 EW2140  STATE/COUNTY-  CA/LOS ANGELES
 EW2140  USGS QUAD   -  BURBANK (1994)
 EW2140
 EW2140                         *CURRENT SURVEY CONTROL
 EW2140  ___________________________________________________________________
 EW2140* NAD 83(1986)-  34 07 58.     (N)    118 21 21.     (W)     SCALED    
 EW2140* NAVD 88     -       196.811  (meters)     645.70   (feet)  ADJUSTED  
 EW2140  ___________________________________________________________________
 EW2140  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2140  DYNAMIC HT  -         196.604 (meters)     645.02  (feet)  COMP
 EW2140  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 EW2140
 EW2140  VERT ORDER  -  FIRST     CLASS I
 EW2140
 EW2140.The horizontal coordinates were scaled from a topographic map and have
 EW2140.an estimated accuracy of +/- 6 seconds.
 EW2140
 EW2140.The orthometric height was determined by differential leveling
 EW2140.and adjusted in June 1995.
 EW2140
 EW2140.The geoid height was determined by GEOID03.
 EW2140
 EW2140.The dynamic height is computed by dividing the NAVD 88
 EW2140.geopotential number by the normal gravity value computed on the
 EW2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2140.degrees latitude (g = 980.6199 gals.).
 EW2140
 EW2140.The modeled gravity was interpolated from observed gravity values.
 EW2140
 EW2140;                    North         East    Units  Estimated Accuracy
 EW2140;SPC CA 5     -   570,250.    1,967,180.      MT  (+/- 180 meters Scaled)
 EW2140
 EW2140                          SUPERSEDED SURVEY CONTROL
 EW2140
 EW2140  NGVD 29 (??/??/92)  196.045  (m)          643.19   (f) ADJ UNCH    1 1
 EW2140
 EW2140.Superseded values are not recommended for survey control.
 EW2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2140.See file dsdata.txt to determine how the superseded data were derived.
 EW2140
 EW2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749777(NAD 83)
 EW2140_MARKER: S = SPIKE
 EW2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2140_SP_SET: CATCH BASIN
 EW2140_MARK LOGO: NONE  
 EW2140_PROJECTION: FLUSH
 EW2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2140+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 EW2140
 EW2140  HISTORY     - Date     Condition        Report By
 EW2140  HISTORY     - UNK      MONUMENTED       CA1980
 EW2140  HISTORY     - 1968     GOOD             CA1980
 EW2140  HISTORY     - 19940819 GOOD             NGS
 EW2140  HISTORY     - 19970320 GOOD             MWDSC
 EW2140
 EW2140                          STATION DESCRIPTION
 EW2140
 EW2140'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2140'AT LOS ANGELES.
 EW2140'WIRE SPIKE IN TOP OF THE SOUTH CURB OF CAHUENGA BOULEVARD, 4
 EW2140'FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF BROADLAWN
 EW2140'DRIVE, EAST END OF CATCH BASIN.
 EW2140
 EW2140                          STATION RECOVERY (1994)
 EW2140
 EW2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2140'IN LOS ANGELES, AT THE INTERSECTION OF CAHUENGA BOULEVARD WEST AND
 EW2140'BROADLAWN DRIVE, A SPIKE NEAR THE NORTHEAST CORNER OF A CONCRETE CATCH
 EW2140'BASIN, 11.1 M (36.4 FT) EAST OF THE CENTER OF THE DRIVE, 6.8 M (22.3
 EW2140'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD,
 EW2140'1.7 M (5.6 FT) EAST OF UTILITY POLE NUMBER 332224M, AND 0.2 ABOVE THE
 EW2140'LEVEL OF THE BOULEVARD.
 EW2140
 EW2140                          STATION RECOVERY (1997)
 EW2140
 EW2140'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW2140'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8615 ***********************************************************************
 AB8615  DESIGNATION -  13 2 RESET
 AB8615  PID         -  AB8615
 AB8615  STATE/COUNTY-  CA/LOS ANGELES
 AB8615  USGS QUAD   -  SAN DIMAS (1981)
 AB8615
 AB8615                         *CURRENT SURVEY CONTROL
 AB8615  ___________________________________________________________________
 AB8615* NAD 83(1986)-  34 04 10.     (N)    117 45 36.     (W)     SCALED    
 AB8615* NAVD 88     -       270.315  (meters)     886.86   (feet)  ADJUSTED  
 AB8615  ___________________________________________________________________
 AB8615  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AB8615  DYNAMIC HT  -         270.017 (meters)     885.88  (feet)  COMP
 AB8615  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 AB8615
 AB8615  VERT ORDER  -  THIRD
 AB8615
 AB8615.The horizontal coordinates were scaled from a topographic map and have
 AB8615.an estimated accuracy of +/- 6 seconds.
 AB8615
 AB8615.The orthometric height was determined by differential leveling
 AB8615.and adjusted in February 1997.
 AB8615
 AB8615.The geoid height was determined by GEOID03.
 AB8615
 AB8615.The dynamic height is computed by dividing the NAVD 88
 AB8615.geopotential number by the normal gravity value computed on the
 AB8615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8615.degrees latitude (g = 980.6199 gals.).
 AB8615
 AB8615.The modeled gravity was interpolated from observed gravity values.
 AB8615
 AB8615;                    North         East    Units  Estimated Accuracy
 AB8615;SPC CA 5     -   563,190.    2,022,150.      MT  (+/- 180 meters Scaled)
 AB8615
 AB8615                          SUPERSEDED SURVEY CONTROL
 AB8615
 AB8615.No superseded survey control is available for this station.
 AB8615
 AB8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT298701(NAD 83)
 AB8615_MARKER: DB = BENCH MARK DISK
 AB8615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8615_STAMPING: COUNTY ENGINEER RE 5869 BM 13-2 1959 RESET
 AB8615_MARK LOGO: CA-037
 AB8615_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8615+STABILITY: SURFACE MOTION
 AB8615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8615+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1994
 AB8615
 AB8615  HISTORY     - Date     Condition        Report By
 AB8615  HISTORY     - 1959     MONUMENTED       CA-037
 AB8615  HISTORY     - 19940617 GOOD             MWDSC
 AB8615
 AB8615                          STATION DESCRIPTION
 AB8615
 AB8615'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8615'POMONA, NEAR THE INTERSECTION OF WHITE AV AND ORANGE GROVE AV, 35 FEET
 AB8615'(10.7 M) EAST OF THE CENTERLINE OF WHITE AV AND 25 FEET (7.6 M) SOUTH
 AB8615'OF THE CENTERLINE ORANGE GROVE AV.  2.5 FEET (0.8 M) BACK OF CURB FACE
 AB8615'AND 3.5 FEET (1.1 M) SOUTHWEST OF TRAFFIC SIGNAL POLE.  FOUND A 2-1/2
 AB8615'INCH BRASS DISK STAMPED COUNTY ENGINEER BM 13-2 1959 RESET DOWN 7
 AB8615'INCHES IN 7 INCH DIAMETER WELL WITH CAP STAMPED COUNTY ENGINEER
 AB8615'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4316 ***********************************************************************
 AA4316  DESIGNATION -  13 25800
 AA4316  PID         -  AA4316
 AA4316  STATE/COUNTY-  CA/LOS ANGELES
 AA4316  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4316
 AA4316                         *CURRENT SURVEY CONTROL
 AA4316  ___________________________________________________________________
 AA4316* NAD 83(1986)-  34 02 01.     (N)    118 26 38.     (W)     SCALED    
 AA4316* NAVD 88     -        50.598  (meters)     166.00   (feet)  ADJUSTED  
 AA4316  ___________________________________________________________________
 AA4316  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 AA4316  DYNAMIC HT  -          50.544 (meters)     165.83  (feet)  COMP
 AA4316  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 AA4316
 AA4316  VERT ORDER  -  SECOND    CLASS II
 AA4316
 AA4316.The horizontal coordinates were scaled from a topographic map and have
 AA4316.an estimated accuracy of +/- 6 seconds.
 AA4316
 AA4316.The orthometric height was determined by differential leveling
 AA4316.and adjusted in June 1995.
 AA4316
 AA4316.The geoid height was determined by GEOID03.
 AA4316
 AA4316.The dynamic height is computed by dividing the NAVD 88
 AA4316.geopotential number by the normal gravity value computed on the
 AA4316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4316.degrees latitude (g = 980.6199 gals.).
 AA4316
 AA4316.The modeled gravity was interpolated from observed gravity values.
 AA4316
 AA4316;                    North         East    Units  Estimated Accuracy
 AA4316;SPC CA 5     -   559,280.    1,959,010.      MT  (+/- 180 meters Scaled)
 AA4316
 AA4316                          SUPERSEDED SURVEY CONTROL
 AA4316
 AA4316.No superseded survey control is available for this station.
 AA4316
 AA4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667668(NAD 83)
 AA4316_MARKER: S = SPIKE
 AA4316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4316_SP_SET: CATCH BASIN
 AA4316_MARK LOGO: NONE  
 AA4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4316+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4316
 AA4316  HISTORY     - Date     Condition        Report By
 AA4316  HISTORY     - 1994     MONUMENTED       CA1980
 AA4316
 AA4316                          STATION DESCRIPTION
 AA4316
 AA4316'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4316'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE SOUTHEAST
 AA4316'CORNER OF TENNESSEE AVENUE AND FEDERAL AVENUE.  THE STATION IS 45.0 FT
 AA4316'(13.7 M) SOUTHERLY OF THE CENTERLINE OF TENNESSEE AVE., 16.5 FT (5.0
 AA4316'M) SOUTHERLY OF THE STOP SIGN, 1.0 FT (0.3 M) EASTERLY OF THE EASTERLY
 AA4316'CURB FACE, ON THE NORTHWESTERLY CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1738 ***********************************************************************
 EW1738  DESIGNATION -  13 26150 C OF LA
 EW1738  PID         -  EW1738
 EW1738  STATE/COUNTY-  CA/LOS ANGELES
 EW1738  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1738
 EW1738                         *CURRENT SURVEY CONTROL
 EW1738  ___________________________________________________________________
 EW1738* NAD 83(1986)-  34 03 45.     (N)    118 24 56.     (W)     SCALED    
 EW1738* NAVD 88     -        85.11   (+/-2cm)     279.2    (feet)  VERTCON   
 EW1738  ___________________________________________________________________
 EW1738  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EW1738  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1738
 EW1738.The horizontal coordinates were scaled from a topographic map and have
 EW1738.an estimated accuracy of +/- 6 seconds.
 EW1738
 EW1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1738.The vertical order pertains to the NGVD 29 superseded value.
 EW1738
 EW1738.The geoid height was determined by GEOID03.
 EW1738
 EW1738;                    North         East    Units  Estimated Accuracy
 EW1738;SPC CA 5     -   562,480.    1,961,640.      MT  (+/- 180 meters Scaled)
 EW1738
 EW1738                          SUPERSEDED SURVEY CONTROL
 EW1738
 EW1738  NGVD 29 (??/??/92)   84.34   (m)          276.7    (f) COMPUTED    1 1
 EW1738
 EW1738.Superseded values are not recommended for survey control.
 EW1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1738.See file dsdata.txt to determine how the superseded data were derived.
 EW1738
 EW1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT693699(NAD 83)
 EW1738_MARKER: S = SPIKE
 EW1738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1738_SP_SET: CATCH BASIN
 EW1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1738
 EW1738  HISTORY     - Date     Condition        Report By
 EW1738  HISTORY     - UNK      MONUMENTED       RBNF
 EW1738
 EW1738                          STATION DESCRIPTION
 EW1738
 EW1738'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 EW1738'IN BEVERLY HILLS.
 EW1738'WIRE SPIKE 4 FEET NORTH OF NORTH CURB, SOUTH OF ROAWAY, OF SANTA
 EW1738'MONICA BLVD., 2.7 FEET WEST OF BOX CULVERT CURN RETURN WEST OF CENTURY
 EW1738'PARK EAST OF NORTHEAST CORNER OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3303 ***********************************************************************
 AH3303  DESIGNATION -  13 26700
 AH3303  PID         -  AH3303
 AH3303  STATE/COUNTY-  CA/LOS ANGELES
 AH3303  USGS QUAD   -  BURBANK (1994)
 AH3303
 AH3303                         *CURRENT SURVEY CONTROL
 AH3303  ___________________________________________________________________
 AH3303* NAD 83(1986)-  34 07 56.     (N)    118 20 41.     (W)     SCALED    
 AH3303* NAVD 88     -       234.677  (meters)     769.94   (feet)  ADJUSTED  
 AH3303  ___________________________________________________________________
 AH3303  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AH3303  DYNAMIC HT  -         234.430 (meters)     769.13  (feet)  COMP
 AH3303  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 AH3303
 AH3303  VERT ORDER  -  FIRST     CLASS II
 AH3303
 AH3303.The horizontal coordinates were scaled from a topographic map and have
 AH3303.an estimated accuracy of +/- 6 seconds.
 AH3303
 AH3303.The orthometric height was determined by differential leveling
 AH3303.and adjusted in May 1999.
 AH3303
 AH3303.The geoid height was determined by GEOID03.
 AH3303
 AH3303.The dynamic height is computed by dividing the NAVD 88
 AH3303.geopotential number by the normal gravity value computed on the
 AH3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3303.degrees latitude (g = 980.6199 gals.).
 AH3303
 AH3303.The modeled gravity was interpolated from observed gravity values.
 AH3303
 AH3303;                    North         East    Units  Estimated Accuracy
 AH3303;SPC CA 5     -   570,180.    1,968,200.      MT  (+/- 180 meters Scaled)
 AH3303
 AH3303                          SUPERSEDED SURVEY CONTROL
 AH3303
 AH3303.No superseded survey control is available for this station.
 AH3303
 AH3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760776(NAD 83)
 AH3303_MARKER: S = SPIKE
 AH3303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3303_SP_SET: CATCH BASIN
 AH3303_PROJECTION: FLUSH
 AH3303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3303+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 AH3303
 AH3303  HISTORY     - Date     Condition        Report By
 AH3303  HISTORY     - UNK      MONUMENTED       CA1980
 AH3303  HISTORY     - 19970421 GOOD             MWDSC
 AH3303
 AH3303                          STATION DESCRIPTION
 AH3303
 AH3303'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3303'IN LOS ANGELES, AT THE NORTHEAST CORNER OF BARHAM BLVD AND LAKE
 AH3303'HOLLYWOOD, 13.4 M (44.0 FT) EAST OF THE CENTERLINE OF BARHAM BLVD., 4
 AH3303'M (13.1 FT) NORTH OF THE CENTERLINE OF LAKE HOLLYWOOD, STATION IS 0.8
 AH3303'M (2.6 FT) EASTERLY OF THE BCR, ON WESTERLY END OF 0.9 M (3.0 FT) BY
 AH3303'2.4 M (7.9 FT) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4310 ***********************************************************************
 AA4310  DESIGNATION -  13 26950
 AA4310  PID         -  AA4310
 AA4310  STATE/COUNTY-  CA/LOS ANGELES
 AA4310  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4310
 AA4310                         *CURRENT SURVEY CONTROL
 AA4310  ___________________________________________________________________
 AA4310* NAD 83(1986)-  34 01 45.     (N)    118 24 15.     (W)     SCALED    
 AA4310* NAVD 88     -        34.560  (meters)     113.39   (feet)  ADJUSTED  
 AA4310  ___________________________________________________________________
 AA4310  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AA4310  DYNAMIC HT  -          34.524 (meters)     113.27  (feet)  COMP
 AA4310  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 AA4310
 AA4310  VERT ORDER  -  SECOND    CLASS II
 AA4310
 AA4310.The horizontal coordinates were scaled from a topographic map and have
 AA4310.an estimated accuracy of +/- 6 seconds.
 AA4310
 AA4310.The orthometric height was determined by differential leveling
 AA4310.and adjusted in June 1995.
 AA4310
 AA4310.The geoid height was determined by GEOID03.
 AA4310
 AA4310.The dynamic height is computed by dividing the NAVD 88
 AA4310.geopotential number by the normal gravity value computed on the
 AA4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4310.degrees latitude (g = 980.6199 gals.).
 AA4310
 AA4310.The modeled gravity was interpolated from observed gravity values.
 AA4310
 AA4310;                    North         East    Units  Estimated Accuracy
 AA4310;SPC CA 5     -   558,770.    1,962,670.      MT  (+/- 180 meters Scaled)
 AA4310
 AA4310                          SUPERSEDED SURVEY CONTROL
 AA4310
 AA4310.No superseded survey control is available for this station.
 AA4310
 AA4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT703662(NAD 83)
 AA4310_MARKER: DD = SURVEY DISK
 AA4310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4310_SP_SET: CATCH BASIN
 AA4310_STAMPING: 13-26950 1973
 AA4310_MARK LOGO: CA1980
 AA4310_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4310+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AA4310
 AA4310  HISTORY     - Date     Condition        Report By
 AA4310  HISTORY     - 1973     MONUMENTED       CA1980
 AA4310
 AA4310                          STATION DESCRIPTION
 AA4310
 AA4310'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 AA4310'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4310'CORNER OF NATIONAL BOULEVARD AND PALMS BOULEVARD.  THE STATION IS 21.0
 AA4310'FT (6.4 M) SOUTHERLY OF THE SOUTHERLY FACE OF THE RAILROAD BRIDGE
 AA4310'ABUTMENT, 7.8 FT (2.4 M) WESTERLY OF THE WESTERLY CURB FACE, AND 7.0
 AA4310'FT (2.1 M) NORTHERLY OF THE TRAFFIC SIGNAL, ON THE SOUTHWESTERLY
 AA4310'CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4315 ***********************************************************************
 AA4315  DESIGNATION -  13 27400
 AA4315  PID         -  AA4315
 AA4315  STATE/COUNTY-  CA/LOS ANGELES
 AA4315  USGS QUAD   -  BEVERLY HILLS (1995)
 AA4315
 AA4315                         *CURRENT SURVEY CONTROL
 AA4315  ___________________________________________________________________
 AA4315* NAD 83(1986)-  34 02 09.     (N)    118 25 42.     (W)     SCALED    
 AA4315* NAVD 88     -        49.681  (meters)     163.00   (feet)  ADJUSTED  
 AA4315  ___________________________________________________________________
 AA4315  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 AA4315  DYNAMIC HT  -          49.628 (meters)     162.82  (feet)  COMP
 AA4315  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 AA4315
 AA4315  VERT ORDER  -  SECOND    CLASS II
 AA4315
 AA4315.The horizontal coordinates were scaled from a topographic map and have
 AA4315.an estimated accuracy of +/- 6 seconds.
 AA4315
 AA4315.The orthometric height was determined by differential leveling
 AA4315.and adjusted in June 1995.
 AA4315
 AA4315.The geoid height was determined by GEOID03.
 AA4315
 AA4315.The dynamic height is computed by dividing the NAVD 88
 AA4315.geopotential number by the normal gravity value computed on the
 AA4315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4315.degrees latitude (g = 980.6199 gals.).
 AA4315
 AA4315.The modeled gravity was interpolated from observed gravity values.
 AA4315
 AA4315;                    North         East    Units  Estimated Accuracy
 AA4315;SPC CA 5     -   559,520.    1,960,450.      MT  (+/- 180 meters Scaled)
 AA4315
 AA4315                          SUPERSEDED SURVEY CONTROL
 AA4315
 AA4315.No superseded survey control is available for this station.
 AA4315
 AA4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT681670(NAD 83)
 AA4315_MARKER: S = SPIKE
 AA4315_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4315_SP_SET: CURB
 AA4315_MARK LOGO: NONE  
 AA4315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4315+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4315
 AA4315  HISTORY     - Date     Condition        Report By
 AA4315  HISTORY     - 1994     MONUMENTED       CA1980
 AA4315
 AA4315                          STATION DESCRIPTION
 AA4315
 AA4315'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4315'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHWEST
 AA4315'CORNER OF VETERAN AVENUE AND EXPOSITION BOULEVARD.  THE STATION IS
 AA4315'56.0 FT (17.1 M) WESTERLY OF THE CENTERLINE OF VETERAN AVE., 13.3 FT
 AA4315'(4.1 M) WESTERLY OF THE FIRE HYDRANT, AND 0.3 FT (9.1 CM) NORTHERLY OF
 AA4315'THE NORTHERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4301 ***********************************************************************
 AA4301  DESIGNATION -  13 27535
 AA4301  PID         -  AA4301
 AA4301  STATE/COUNTY-  CA/LOS ANGELES
 AA4301  USGS QUAD   -  HOLLYWOOD (1994)
 AA4301
 AA4301                         *CURRENT SURVEY CONTROL
 AA4301  ___________________________________________________________________
 AA4301* NAD 83(1986)-  34 02 11.     (N)    118 21 53.     (W)     SCALED    
 AA4301* NAVD 88     -        28.644  (meters)      93.98   (feet)  ADJUSTED  
 AA4301  ___________________________________________________________________
 AA4301  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AA4301  DYNAMIC HT  -          28.613 (meters)      93.87  (feet)  COMP
 AA4301  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 AA4301
 AA4301  VERT ORDER  -  SECOND    CLASS II
 AA4301
 AA4301.The horizontal coordinates were scaled from a topographic map and have
 AA4301.an estimated accuracy of +/- 6 seconds.
 AA4301
 AA4301.The orthometric height was determined by differential leveling
 AA4301.and adjusted in June 1995.
 AA4301
 AA4301.The geoid height was determined by GEOID03.
 AA4301
 AA4301.The dynamic height is computed by dividing the NAVD 88
 AA4301.geopotential number by the normal gravity value computed on the
 AA4301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4301.degrees latitude (g = 980.6199 gals.).
 AA4301
 AA4301.The modeled gravity was interpolated from observed gravity values.
 AA4301
 AA4301;                    North         East    Units  Estimated Accuracy
 AA4301;SPC CA 5     -   559,560.    1,966,320.      MT  (+/- 180 meters Scaled)
 AA4301
 AA4301                          SUPERSEDED SURVEY CONTROL
 AA4301
 AA4301.No superseded survey control is available for this station.
 AA4301
 AA4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740670(NAD 83)
 AA4301_MARKER: S = SPIKE
 AA4301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA4301_SP_SET: CATCH BASIN
 AA4301_MARK LOGO: NONE  
 AA4301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4301+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4301
 AA4301  HISTORY     - Date     Condition        Report By
 AA4301  HISTORY     - 1994     MONUMENTED       CA1980
 AA4301
 AA4301                          STATION DESCRIPTION
 AA4301
 AA4301'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4301'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES ON THE NORTHEAST
 AA4301'CORNER OF WASHINGTON BOULEVARD AND CLYDE AVENUE.  THE STATION IS 31.3
 AA4301'FT (9.5 M) EASTERLY OF THE STREET LIGHT AND 4.0 FT (1.2 M) NORTHERLY
 AA4301'OF THE NORTHERLY FACE OF CURB ON THE NORTHEASTERLY CORNER OF A 10.0 FT
 AA4301'(3.0 M) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4299 ***********************************************************************
 AA4299  DESIGNATION -  13 27555
 AA4299  PID         -  AA4299
 AA4299  STATE/COUNTY-  CA/LOS ANGELES
 AA4299  USGS QUAD   -  HOLLYWOOD (1994)
 AA4299
 AA4299                         *CURRENT SURVEY CONTROL
 AA4299  ___________________________________________________________________
 AA4299* NAD 83(1986)-  34 02 07.     (N)    118 21 57.     (W)     SCALED    
 AA4299* NAVD 88     -        28.076  (meters)      92.11   (feet)  ADJUSTED  
 AA4299  ___________________________________________________________________
 AA4299  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AA4299  DYNAMIC HT  -          28.046 (meters)      92.01  (feet)  COMP
 AA4299  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 AA4299
 AA4299  VERT ORDER  -  SECOND    CLASS II
 AA4299
 AA4299.The horizontal coordinates were scaled from a topographic map and have
 AA4299.an estimated accuracy of +/- 6 seconds.
 AA4299
 AA4299.The orthometric height was determined by differential leveling
 AA4299.and adjusted in June 1995.
 AA4299
 AA4299.The geoid height was determined by GEOID03.
 AA4299
 AA4299.The dynamic height is computed by dividing the NAVD 88
 AA4299.geopotential number by the normal gravity value computed on the
 AA4299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4299.degrees latitude (g = 980.6199 gals.).
 AA4299
 AA4299.The modeled gravity was interpolated from observed gravity values.
 AA4299
 AA4299;                    North         East    Units  Estimated Accuracy
 AA4299;SPC CA 5     -   559,440.    1,966,220.      MT  (+/- 180 meters Scaled)
 AA4299
 AA4299                          SUPERSEDED SURVEY CONTROL
 AA4299
 AA4299.No superseded survey control is available for this station.
 AA4299
 AA4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT739669(NAD 83)
 AA4299_MARKER: S = SPIKE
 AA4299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4299_SP_SET: CURB
 AA4299_MARK LOGO: NONE  
 AA4299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4299+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4299
 AA4299  HISTORY     - Date     Condition        Report By
 AA4299  HISTORY     - 1994     MONUMENTED       CA1980
 AA4299
 AA4299                          STATION DESCRIPTION
 AA4299
 AA4299'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1994
 AA4299'THE STATION IS LOCATED IN THE CITY OF LOS ANGELES AT THE INTERSECTION
 AA4299'OF THE WESTBOUND ROUTE 10 OFFRAMP, WASHINGTON BOULEVARD, AND APPLE
 AA4299'STREET.  THE STATION IS ON THE SOUTHERLY CURB OF WASHINGTON BLVD.,
 AA4299'10.0 FT (3.0 M) WESTERLY OF THE CENTERLINE OF THE WESTBOUND ROUTE 10
 AA4299'OFFRAMP AT WASHINGTON BLVD., 11.0 FT (3.4 M) EASTERLY OF THE TRAFFIC
 AA4299'SIGNAL, AND 0.3 FT (9.1 CM) SOUTHERLY OF THE SOUTHERLY CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9009 ***********************************************************************
 JT9009  DESIGNATION -  13 4
 JT9009  PID         -  JT9009
 JT9009  STATE/COUNTY-  CA/NAPA
 JT9009  USGS QUAD   -  NAPA (1980)
 JT9009
 JT9009                         *CURRENT SURVEY CONTROL
 JT9009  ___________________________________________________________________
 JT9009* NAD 83(1986)-  38 20 48.     (N)    122 18 04.     (W)     SCALED    
 JT9009* NAVD 88     -        17.87   (+/-2cm)      58.6    (feet)  VERTCON   
 JT9009  ___________________________________________________________________
 JT9009  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JT9009  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9009
 JT9009.The horizontal coordinates were scaled from a topographic map and have
 JT9009.an estimated accuracy of +/- 6 seconds.
 JT9009
 JT9009.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9009.The vertical order pertains to the NGVD 29 superseded value.
 JT9009
 JT9009.The geoid height was determined by GEOID03.
 JT9009
 JT9009;                    North         East    Units  Estimated Accuracy
 JT9009;SPC CA 2     -   575,530.    1,973,680.      MT  (+/- 180 meters Scaled)
 JT9009
 JT9009                          SUPERSEDED SURVEY CONTROL
 JT9009
 JT9009  NGVD 29 (??/??/92)   17.07   (m)           56.0    (f) COMPUTED    2 2
 JT9009
 JT9009.Superseded values are not recommended for survey control.
 JT9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9009.See file dsdata.txt to determine how the superseded data were derived.
 JT9009
 JT9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610445(NAD 83)
 JT9009_MARKER: DD = SURVEY DISK
 JT9009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9009_SP_SET: HEADWALL
 JT9009_MARK LOGO: CA2330
 JT9009_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9009+STABILITY: SURFACE MOTION
 JT9009
 JT9009  HISTORY     - Date     Condition        Report By
 JT9009  HISTORY     - 1971     MONUMENTED       CA2330
 JT9009
 JT9009                          STATION DESCRIPTION
 JT9009
 JT9009'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9009'ALONG BIG RANCH ROAD, 1000 FT (304.8 M) SOUTH OF SALVADOR AVENUE, A
 JT9009'BRASS CAP SET IN WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9010 ***********************************************************************
 JT9010  DESIGNATION -  13 5
 JT9010  PID         -  JT9010
 JT9010  STATE/COUNTY-  CA/NAPA
 JT9010  USGS QUAD   -  NAPA (1980)
 JT9010
 JT9010                         *CURRENT SURVEY CONTROL
 JT9010  ___________________________________________________________________
 JT9010* NAD 83(1986)-  38 20 54.     (N)    122 18 10.     (W)     SCALED    
 JT9010* NAVD 88     -        19.07   (+/-2cm)      62.6    (feet)  VERTCON   
 JT9010  ___________________________________________________________________
 JT9010  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT9010  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9010
 JT9010.The horizontal coordinates were scaled from a topographic map and have
 JT9010.an estimated accuracy of +/- 6 seconds.
 JT9010
 JT9010.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9010.The vertical order pertains to the NGVD 29 superseded value.
 JT9010
 JT9010.The geoid height was determined by GEOID03.
 JT9010
 JT9010;                    North         East    Units  Estimated Accuracy
 JT9010;SPC CA 2     -   575,710.    1,973,530.      MT  (+/- 180 meters Scaled)
 JT9010
 JT9010                          SUPERSEDED SURVEY CONTROL
 JT9010
 JT9010  NGVD 29 (??/??/92)   18.27   (m)           59.9    (f) COMPUTED    2 2
 JT9010
 JT9010.Superseded values are not recommended for survey control.
 JT9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9010.See file dsdata.txt to determine how the superseded data were derived.
 JT9010
 JT9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609446(NAD 83)
 JT9010_MARKER: DD = SURVEY DISK
 JT9010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9010_SP_SET: HEADWALL
 JT9010_MARK LOGO: CA2330
 JT9010_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9010+STABILITY: SURFACE MOTION
 JT9010
 JT9010  HISTORY     - Date     Condition        Report By
 JT9010  HISTORY     - 1971     MONUMENTED       CA2330
 JT9010
 JT9010                          STATION DESCRIPTION
 JT9010
 JT9010'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9010'ALONG BIG RANCH ROAD, 400 FT (121.9 M) SOUTH OF SALVADOR, A BRASS CAP
 JT9010'SET IN THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9349 ***********************************************************************
 EV9349  DESIGNATION -  13 5
 EV9349  PID         -  EV9349
 EV9349  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9349  USGS QUAD   -  REDLANDS (1996)
 EV9349
 EV9349                         *CURRENT SURVEY CONTROL
 EV9349  ___________________________________________________________________
 EV9349* NAD 83(1986)-  34 02 41.     (N)    117 08 21.     (W)     SCALED    
 EV9349* NAVD 88     -       545.056  (meters)    1788.24   (feet)  ADJUSTED  
 EV9349  ___________________________________________________________________
 EV9349  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 EV9349  DYNAMIC HT  -         544.411 (meters)    1786.12  (feet)  COMP
 EV9349  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 EV9349
 EV9349  VERT ORDER  -  FIRST     CLASS II
 EV9349
 EV9349.The horizontal coordinates were scaled from a topographic map and have
 EV9349.an estimated accuracy of +/- 6 seconds.
 EV9349
 EV9349.The orthometric height was determined by differential leveling
 EV9349.and adjusted in May 1994.
 EV9349
 EV9349.The geoid height was determined by GEOID03.
 EV9349
 EV9349.The dynamic height is computed by dividing the NAVD 88
 EV9349.geopotential number by the normal gravity value computed on the
 EV9349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9349.degrees latitude (g = 980.6199 gals.).
 EV9349
 EV9349.The modeled gravity was interpolated from observed gravity values.
 EV9349
 EV9349;                    North         East    Units  Estimated Accuracy
 EV9349;SPC CA 5     -   560,760.    2,079,490.      MT  (+/- 180 meters Scaled)
 EV9349
 EV9349                          SUPERSEDED SURVEY CONTROL
 EV9349
 EV9349.No superseded survey control is available for this station.
 EV9349
 EV9349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT871671(NAD 83)
 EV9349_MARKER: DD = SURVEY DISK
 EV9349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV9349_SP_SET: DRAIN HEADWALL
 EV9349_STAMPING: BENCH MARK NO. 13 5 1971
 EV9349_MARK LOGO: CA-071
 EV9349_PROJECTION: FLUSH
 EV9349_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9349+STABILITY: SURFACE MOTION
 EV9349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9349+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 EV9349
 EV9349  HISTORY     - Date     Condition        Report By
 EV9349  HISTORY     - 1971     MONUMENTED       CA-071
 EV9349  HISTORY     - 19930405 GOOD             MWDSC
 EV9349  HISTORY     - 19930513 GOOD             MWDSC
 EV9349
 EV9349                          STATION DESCRIPTION
 EV9349
 EV9349'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9349'MENTONE, AT THE NORTHWEST CORNER OF WABASH AVE.  AND 6TH AVE.  12.5
 EV9349'FEET (3.8 M) WEST OF WABASH AVE.  AND 13 FEET (4.0 M) NORTH OF 6TH
 EV9349'AVE.  IN NORTH END OF CONCRETE DRAINAGE HEADWALL, 38 FEET (11.6 M)
 EV9349'WEST OF POWER POLE NUMBER 36277E.
 EV9349
 EV9349                          STATION RECOVERY (1993)
 EV9349
 EV9349'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993 (CJT)
 EV9349'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9012 ***********************************************************************
 JT9012  DESIGNATION -  13 6
 JT9012  PID         -  JT9012
 JT9012  STATE/COUNTY-  CA/NAPA
 JT9012  USGS QUAD   -  NAPA (1980)
 JT9012
 JT9012                         *CURRENT SURVEY CONTROL
 JT9012  ___________________________________________________________________
 JT9012* NAD 83(1986)-  38 21 06.     (N)    122 18 16.     (W)     SCALED    
 JT9012* NAVD 88     -        19.03   (+/-2cm)      62.4    (feet)  VERTCON   
 JT9012  ___________________________________________________________________
 JT9012  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT9012  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9012
 JT9012.The horizontal coordinates were scaled from a topographic map and have
 JT9012.an estimated accuracy of +/- 6 seconds.
 JT9012
 JT9012.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9012.The vertical order pertains to the NGVD 29 superseded value.
 JT9012
 JT9012.The geoid height was determined by GEOID03.
 JT9012
 JT9012;                    North         East    Units  Estimated Accuracy
 JT9012;SPC CA 2     -   576,090.    1,973,390.      MT  (+/- 180 meters Scaled)
 JT9012
 JT9012                          SUPERSEDED SURVEY CONTROL
 JT9012
 JT9012  NGVD 29 (??/??/92)   18.23   (m)           59.8    (f) COMPUTED    2 2
 JT9012
 JT9012.Superseded values are not recommended for survey control.
 JT9012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9012.See file dsdata.txt to determine how the superseded data were derived.
 JT9012
 JT9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH607450(NAD 83)
 JT9012_MARKER: DD = SURVEY DISK
 JT9012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9012_SP_SET: HEADWALL
 JT9012_MARK LOGO: CA2330
 JT9012_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9012+STABILITY: SURFACE MOTION
 JT9012
 JT9012  HISTORY     - Date     Condition        Report By
 JT9012  HISTORY     - 1971     MONUMENTED       CA2330
 JT9012
 JT9012                          STATION DESCRIPTION
 JT9012
 JT9012'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9012'ALONG BIG RANCH ROAD, 600 FT (182.9 M) NORTH OF SALVADOR, A BRASS CAP
 JT9012'SET IN THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9348 ***********************************************************************
 EV9348  DESIGNATION -  13 6
 EV9348  PID         -  EV9348
 EV9348  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9348  USGS QUAD   -  REDLANDS (1996)
 EV9348
 EV9348                         *CURRENT SURVEY CONTROL
 EV9348  ___________________________________________________________________
 EV9348* NAD 83(1986)-  34 02 54.     (N)    117 08 20.     (W)     SCALED    
 EV9348* NAVD 88     -       530.824  (meters)    1741.55   (feet)  ADJUSTED  
 EV9348  ___________________________________________________________________
 EV9348  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 EV9348  DYNAMIC HT  -         530.197 (meters)    1739.49  (feet)  COMP
 EV9348  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 EV9348
 EV9348  VERT ORDER  -  FIRST     CLASS II
 EV9348
 EV9348.The horizontal coordinates were scaled from a topographic map and have
 EV9348.an estimated accuracy of +/- 6 seconds.
 EV9348
 EV9348.The orthometric height was determined by differential leveling
 EV9348.and adjusted in May 1999.
 EV9348
 EV9348.The geoid height was determined by GEOID03.
 EV9348
 EV9348.The dynamic height is computed by dividing the NAVD 88
 EV9348.geopotential number by the normal gravity value computed on the
 EV9348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9348.degrees latitude (g = 980.6199 gals.).
 EV9348
 EV9348.The modeled gravity was interpolated from observed gravity values.
 EV9348
 EV9348;                    North         East    Units  Estimated Accuracy
 EV9348;SPC CA 5     -   561,170.    2,079,510.      MT  (+/- 180 meters Scaled)
 EV9348
 EV9348                          SUPERSEDED SURVEY CONTROL
 EV9348
 EV9348  NAVD 88 (05/02/94)  530.827  (m)         1741.55   (f) UNKNOWN     1 2
 EV9348
 EV9348.Superseded values are not recommended for survey control.
 EV9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9348.See file dsdata.txt to determine how the superseded data were derived.
 EV9348
 EV9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT871675(NAD 83)
 EV9348_MARKER: N = NAIL
 EV9348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV9348_SP_SET: DRAIN HEADWALL
 EV9348_STAMPING: 13.6 S.B. CO. B.M.
 EV9348_MARK LOGO: CA-071
 EV9348_PROJECTION: FLUSH
 EV9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9348+STABILITY: SURFACE MOTION
 EV9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9348+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 EV9348
 EV9348  HISTORY     - Date     Condition        Report By
 EV9348  HISTORY     - 1971     MONUMENTED       CA-071
 EV9348  HISTORY     - 19930405 GOOD             MWDSC
 EV9348  HISTORY     - 19930513 GOOD             MWDSC
 EV9348
 EV9348                          STATION DESCRIPTION
 EV9348
 EV9348'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9348'MENTONE, AT THE NORTHEAST CORNER OF WABASH AVE.  AND 5TH AVE.  43
 EV9348'FEET (13.1 M) EAST OF OF WABASH AVE.  AND 18.5 FEET (5.6 M) NORTH OF
 EV9348'5TH AVE., AT THE NORTHWEST CORNER OF CONCRETE DRAIN HEAD WALL FOR A 5
 EV9348'FOOT (1.5 M) CMP DRAIN AND 37 FEET (11.3 M) NORTH AND 19 FEET (5.8 M)
 EV9348'WEST OF POWER POLE NUMBER 36271E, A NAIL AND TAG STAMPED 13-6 IN THE
 EV9348'CONCRETE DRAIN HEADWALL.
 EV9348
 EV9348                          STATION RECOVERY (1993)
 EV9348
 EV9348'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993 (CJT)
 EV9348'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9011 ***********************************************************************
 JT9011  DESIGNATION -  13 7
 JT9011  PID         -  JT9011
 JT9011  STATE/COUNTY-  CA/NAPA
 JT9011  USGS QUAD   -  NAPA (1980)
 JT9011
 JT9011                         *CURRENT SURVEY CONTROL
 JT9011  ___________________________________________________________________
 JT9011* NAD 83(1986)-  38 21 24.     (N)    122 18 34.     (W)     SCALED    
 JT9011* NAVD 88     -        19.80   (+/-2cm)      65.0    (feet)  VERTCON   
 JT9011  ___________________________________________________________________
 JT9011  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JT9011  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9011
 JT9011.The horizontal coordinates were scaled from a topographic map and have
 JT9011.an estimated accuracy of +/- 6 seconds.
 JT9011
 JT9011.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9011.The vertical order pertains to the NGVD 29 superseded value.
 JT9011
 JT9011.The geoid height was determined by GEOID03.
 JT9011
 JT9011;                    North         East    Units  Estimated Accuracy
 JT9011;SPC CA 2     -   576,640.    1,972,950.      MT  (+/- 180 meters Scaled)
 JT9011
 JT9011                          SUPERSEDED SURVEY CONTROL
 JT9011
 JT9011  NGVD 29 (??/??/92)   19.00   (m)           62.3    (f) COMPUTED    2 2
 JT9011
 JT9011.Superseded values are not recommended for survey control.
 JT9011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9011.See file dsdata.txt to determine how the superseded data were derived.
 JT9011
 JT9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603456(NAD 83)
 JT9011_MARKER: DD = SURVEY DISK
 JT9011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9011_SP_SET: HEADWALL
 JT9011_MARK LOGO: CA2330
 JT9011_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9011+STABILITY: SURFACE MOTION
 JT9011
 JT9011  HISTORY     - Date     Condition        Report By
 JT9011  HISTORY     - 1971     MONUMENTED       CA2330
 JT9011
 JT9011                          STATION DESCRIPTION
 JT9011
 JT9011'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9011'ALONG BIG RANCH ROAD, 500 FT (152.4 M) SOUTH OF OAK KNOLL AVENUE, A
 JT9011'BRASS CAP SET IN WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9347 ***********************************************************************
 EV9347  DESIGNATION -  13 7
 EV9347  PID         -  EV9347
 EV9347  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9347  USGS QUAD   -  REDLANDS (1996)
 EV9347
 EV9347                         *CURRENT SURVEY CONTROL
 EV9347  ___________________________________________________________________
 EV9347* NAD 83(1986)-  34 03 20.     (N)    117 08 20.     (W)     SCALED    
 EV9347* NAVD 88     -       498.158  (meters)    1634.37   (feet)  ADJUSTED  
 EV9347  ___________________________________________________________________
 EV9347  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 EV9347  DYNAMIC HT  -         497.571 (meters)    1632.45  (feet)  COMP
 EV9347  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 EV9347
 EV9347  VERT ORDER  -  FIRST     CLASS II
 EV9347
 EV9347.The horizontal coordinates were scaled from a topographic map and have
 EV9347.an estimated accuracy of +/- 6 seconds.
 EV9347
 EV9347.The orthometric height was determined by differential leveling
 EV9347.and adjusted in May 1994.
 EV9347
 EV9347.The geoid height was determined by GEOID03.
 EV9347
 EV9347.The dynamic height is computed by dividing the NAVD 88
 EV9347.geopotential number by the normal gravity value computed on the
 EV9347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9347.degrees latitude (g = 980.6199 gals.).
 EV9347
 EV9347.The modeled gravity was interpolated from observed gravity values.
 EV9347
 EV9347;                    North         East    Units  Estimated Accuracy
 EV9347;SPC CA 5     -   561,970.    2,079,500.      MT  (+/- 180 meters Scaled)
 EV9347
 EV9347                          SUPERSEDED SURVEY CONTROL
 EV9347
 EV9347.No superseded survey control is available for this station.
 EV9347
 EV9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT871683(NAD 83)
 EV9347_MARKER: DD = SURVEY DISK
 EV9347_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV9347_SP_SET: CURB
 EV9347_STAMPING: BENCH MARK NO. 13 7 1971
 EV9347_MARK LOGO: CA-071
 EV9347_PROJECTION: FLUSH
 EV9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9347+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 EV9347
 EV9347  HISTORY     - Date     Condition        Report By
 EV9347  HISTORY     - 1971     MONUMENTED       CA-071
 EV9347  HISTORY     - 19930405 GOOD             MWDSC
 EV9347  HISTORY     - 19930513 GOOD             MWDSC
 EV9347
 EV9347                          STATION DESCRIPTION
 EV9347
 EV9347'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV9347'REDLANDS, AT THE NORTHEAST CORNER OF CITRUS AVE.  AND WABASH AVE.  96
 EV9347'FEET (29.3 M) NORTH OF CITRUS AVE.  AND 19 FEET (5.8 M) EAST OF
 EV9347'WABASH AVE.  1 FOOT (0.3 M) WEST OF A 5 FOOT (1.5 M) HIGH WHITE
 EV9347'FENCE, IN TOP OF CONCRETE CURB.
 EV9347
 EV9347                          STATION RECOVERY (1993)
 EV9347
 EV9347'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993 (CJT)
 EV9347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1812 ***********************************************************************
 JS1812  DESIGNATION -  13 7.52 USE
 JS1812  PID         -  JS1812
 JS1812  STATE/COUNTY-  CA/SACRAMENTO
 JS1812  USGS QUAD   -  ISLETON (1993)
 JS1812
 JS1812                         *CURRENT SURVEY CONTROL
 JS1812  ___________________________________________________________________
 JS1812* NAD 83(1986)-  38 09 54.     (N)    121 35 59.     (W)     SCALED    
 JS1812* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 JS1812  ___________________________________________________________________
 JS1812  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JS1812  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1812
 JS1812.The horizontal coordinates were scaled from a topographic map and have
 JS1812.an estimated accuracy of +/- 6 seconds.
 JS1812
 JS1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1812.The vertical order pertains to the NGVD 29 superseded value.
 JS1812
 JS1812.The geoid height was determined by GEOID03.
 JS1812
 JS1812;                    North         East    Units  Estimated Accuracy
 JS1812;SPC CA 2     -   555,400.    2,035,080.      MT  (+/- 180 meters Scaled)
 JS1812
 JS1812                          SUPERSEDED SURVEY CONTROL
 JS1812
 JS1812  NGVD 29 (??/??/92)    1.176  (m)            3.86   (f) ADJ UNCH    1 2
 JS1812
 JS1812.Superseded values are not recommended for survey control.
 JS1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1812.See file dsdata.txt to determine how the superseded data were derived.
 JS1812
 JS1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH226250(NAD 83)
 JS1812_MARKER: P = PIPE CAP
 JS1812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1812_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1812_STAMPING: 13 7.52
 JS1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1812
 JS1812  HISTORY     - Date     Condition        Report By
 JS1812  HISTORY     - UNK      MONUMENTED       DOD
 JS1812  HISTORY     - 1957     GOOD             NGS
 JS1812  HISTORY     - 1966     GOOD             NGS
 JS1812
 JS1812                          STATION DESCRIPTION
 JS1812
 JS1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1812'0.7 MI NE FROM ISLETON.
 JS1812'0.7 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE
 JS1812'AT ISLETON, IN THE YARD OF A PRIVATE RESIDENCE, NEAR THE T
 JS1812'JUNCTION OF THE DRIVEWAY LEADING TO THE HOUSE, 126 FEET SOUTHEAST
 JS1812'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHWEST OF THE
 JS1812'CENTER LINE OF THE DRIVEWAY, 9 1/2 FEET SOUTH OF A 10-INCH BLACK
 JS1812'WALNUT TREE, 1.7 FEET WEST OF THE WEST CORNER OF THE HOUSE,
 JS1812'ABOUT 12 FEET LOWER THAN THE HIGHWAY, AND SCREWED ON THE TOP OF
 JS1812'A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JS1812
 JS1812                          STATION RECOVERY (1966)
 JS1812
 JS1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8245 ***********************************************************************
 AB8245  DESIGNATION -  13 8
 AB8245  PID         -  AB8245
 AB8245  STATE/COUNTY-  CA/LOS ANGELES
 AB8245  USGS QUAD   -  SAN DIMAS (1981)
 AB8245
 AB8245                         *CURRENT SURVEY CONTROL
 AB8245  ___________________________________________________________________
 AB8245* NAD 83(1986)-  34 06 09.     (N)    117 45 45.     (W)     SCALED    
 AB8245* NAVD 88     -       330.452  (meters)    1084.16   (feet)  ADJUSTED  
 AB8245  ___________________________________________________________________
 AB8245  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AB8245  DYNAMIC HT  -         330.086 (meters)    1082.96  (feet)  COMP
 AB8245  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 AB8245
 AB8245  VERT ORDER  -  FIRST     CLASS II
 AB8245
 AB8245.The horizontal coordinates were scaled from a topographic map and have
 AB8245.an estimated accuracy of +/- 6 seconds.
 AB8245
 AB8245.The orthometric height was determined by differential leveling
 AB8245.and adjusted in February 1997.
 AB8245
 AB8245.The geoid height was determined by GEOID03.
 AB8245
 AB8245.The dynamic height is computed by dividing the NAVD 88
 AB8245.geopotential number by the normal gravity value computed on the
 AB8245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8245.degrees latitude (g = 980.6199 gals.).
 AB8245
 AB8245.The modeled gravity was interpolated from observed gravity values.
 AB8245
 AB8245;                    North         East    Units  Estimated Accuracy
 AB8245;SPC CA 5     -   566,860.    2,021,920.      MT  (+/- 180 meters Scaled)
 AB8245
 AB8245                          SUPERSEDED SURVEY CONTROL
 AB8245
 AB8245.No superseded survey control is available for this station.
 AB8245
 AB8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT296737(NAD 83)
 AB8245_MARKER: DD = SURVEY DISK
 AB8245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8245_STAMPING: B.M. 13-8 1952
 AB8245_MARK LOGO: CA-037
 AB8245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8245+STABILITY: SURFACE MOTION
 AB8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8245+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 AB8245
 AB8245  HISTORY     - Date     Condition        Report By
 AB8245  HISTORY     - 1952     MONUMENTED       CA-037
 AB8245  HISTORY     - 19941025 GOOD             MWDSC
 AB8245
 AB8245                          STATION DESCRIPTION
 AB8245
 AB8245'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8245'LA VERNE, FROM THE INTERSECTION OF BONITA AVENUE AND WHEELER AVENUE
 AB8245'PROCEED EASTERLY ALONG BONITA AVE TO WHITE AVENUE, PROCEED NORTHERLY
 AB8245'ALONG WHITE AVE TO SEVENTH STREET, MONUMENT IS LOCATED ON THE
 AB8245'NORTHWEST CORNER OF INTERSECTION, 50 FEET (15.2 M) WEST OF WHITE AVE,
 AB8245'17 FEET (5.2 M) NORTH OF SEVENTH AVE, 13 FEET (4.0 M) NORTHEAST OF
 AB8245'MWDSC MANHOLE ON UPPER FEEDER AT STATION 1837+25, FOUND 2 IN. COUNTY
 AB8245'SURVEYOR BRASS DISK STAMPED B.M. 13-8 1952 R.E. 63, DOWN 1 FT (0.3 M)
 AB8245'FROM SIDEWALK SURFACE IN WELL.  REFERENCE MWD FB 2002 01 133.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9013 ***********************************************************************
 JT9013  DESIGNATION -  13 A
 JT9013  PID         -  JT9013
 JT9013  STATE/COUNTY-  CA/NAPA
 JT9013  USGS QUAD   -  NAPA (1980)
 JT9013
 JT9013                         *CURRENT SURVEY CONTROL
 JT9013  ___________________________________________________________________
 JT9013* NAD 83(1986)-  38 19 42.     (N)    122 17 22.     (W)     SCALED    
 JT9013* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 JT9013  ___________________________________________________________________
 JT9013  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9013  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9013
 JT9013.The horizontal coordinates were scaled from a topographic map and have
 JT9013.an estimated accuracy of +/- 6 seconds.
 JT9013
 JT9013.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9013.The vertical order pertains to the NGVD 29 superseded value.
 JT9013
 JT9013.The geoid height was determined by GEOID03.
 JT9013
 JT9013;                    North         East    Units  Estimated Accuracy
 JT9013;SPC CA 2     -   573,490.    1,974,690.      MT  (+/- 180 meters Scaled)
 JT9013
 JT9013                          SUPERSEDED SURVEY CONTROL
 JT9013
 JT9013  NGVD 29 (??/??/92)   10.79   (m)           35.4    (f) COMPUTED    2 2
 JT9013
 JT9013.Superseded values are not recommended for survey control.
 JT9013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9013.See file dsdata.txt to determine how the superseded data were derived.
 JT9013
 JT9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621424(NAD 83)
 JT9013_MARKER: DD = SURVEY DISK
 JT9013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9013_SP_SET: CONCRETE POST
 JT9013_MARK LOGO: CA2330
 JT9013_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9013+STABILITY: SURFACE MOTION
 JT9013
 JT9013  HISTORY     - Date     Condition        Report By
 JT9013  HISTORY     - 1971     MONUMENTED       CA2330
 JT9013
 JT9013                          STATION DESCRIPTION
 JT9013
 JT9013'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9013'ALONG BIG RANCH ROAD, 1500 FT (457.2 M) NORTH OF TRANCAS AVENUE, NORTH
 JT9013'OF CREEK, P1 OF 10 FT (3.0 M) WEST OF CENTERLINE, A WELL TYPE
 JT9013'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0428 ***********************************************************************
 EV0428  DESIGNATION -  13 A 69
 EV0428  PID         -  EV0428
 EV0428  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0428  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0428
 EV0428                         *CURRENT SURVEY CONTROL
 EV0428  ___________________________________________________________________
 EV0428* NAD 83(1986)-  34 03 34.     (N)    116 33 59.     (W)     SCALED    
 EV0428* NAVD 88     -       803.33   (+/-2cm)    2635.6    (feet)  VERTCON   
 EV0428  ___________________________________________________________________
 EV0428  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EV0428  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0428
 EV0428.The horizontal coordinates were scaled from a topographic map and have
 EV0428.an estimated accuracy of +/- 6 seconds.
 EV0428
 EV0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0428.The vertical order pertains to the NGVD 29 superseded value.
 EV0428
 EV0428.The geoid height was determined by GEOID03.
 EV0428
 EV0428;                    North         East    Units  Estimated Accuracy
 EV0428;SPC CA 5     -   563,000.    2,132,350.      MT  (+/- 180 meters Scaled)
 EV0428
 EV0428                          SUPERSEDED SURVEY CONTROL
 EV0428
 EV0428  NGVD 29 (??/??/92)  802.50   (m)         2632.9    (f) COMPUTED    1 2
 EV0428
 EV0428.Superseded values are not recommended for survey control.
 EV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0428.See file dsdata.txt to determine how the superseded data were derived.
 EV0428
 EV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT400688(NAD 83)
 EV0428_MARKER: DD = SURVEY DISK
 EV0428_SETTING: 0 = UNSPECIFIED SETTING
 EV0428_STAMPING: BM 13A-69
 EV0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0428
 EV0428  HISTORY     - Date     Condition        Report By
 EV0428  HISTORY     - 1969     MONUMENTED       CADH
 EV0428  HISTORY     - 1969     GOOD             CA-071
 EV0428  HISTORY     - 1972     MARK NOT FOUND   USGS
 EV0428
 EV0428                          STATION DESCRIPTION
 EV0428
 EV0428'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0428'1.2 MI NE FROM MORONGO VALLEY.
 EV0428'1.25 MILES NORTHEAST ALONG CALIF. STATE HWY 62 (TWENTY-NINE
 EV0428'PALMS ROAD) FROM THE MORONGO VALLEY POST OFFICE LOCATED ON
 EV0428'PARADISE AVE, 8 2/3 POLES NORTHEASTERLY FROM EAST DRIVE AND
 EV0428'4 1/2 POLES SOUTHWESTERLY FROM PALO VERDE ROAD (ENTRANCE TO
 EV0428'COUNTY REFUSAL DISPOSAL SITE), 50 1/2 FEET NORTHWESTERLY FROM
 EV0428'CENTER LINE OF PAVEMENT OF STATE HWY., 6 FEET WESTERLY FROM POWER
 EV0428'POLE 16856505E.  NOTE-- BRASS DISK WAS POORLY SET IN THE CONCRETE
 EV0428'ON A SLANT AND CONCRETE WAS ROUGH, ONLY A CORNER OF THE ROD COULD
 EV0428'BE SET ON CENTER OF PROJECTED CENTER.
 EV0428
 EV0428                          STATION RECOVERY (1972)
 EV0428
 EV0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EV0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0333 ***********************************************************************
 LT0333  DESIGNATION -  13 A USGS
 LT0333  PID         -  LT0333
 LT0333  STATE/COUNTY-  CA/TEHAMA
 LT0333  USGS QUAD   -  LYONSVILLE (1995)
 LT0333
 LT0333                         *CURRENT SURVEY CONTROL
 LT0333  ___________________________________________________________________
 LT0333* NAD 83(1986)-  40 20 47.     (N)    121 41 06.     (W)     SCALED    
 LT0333* NAVD 88     -      1302.468  (meters)    4273.18   (feet)  ADJUSTED  
 LT0333  ___________________________________________________________________
 LT0333  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 LT0333  DYNAMIC HT  -        1301.501 (meters)    4270.01  (feet)  COMP
 LT0333  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 LT0333
 LT0333  VERT ORDER  -  SECOND    CLASS 0
 LT0333
 LT0333.The horizontal coordinates were scaled from a topographic map and have
 LT0333.an estimated accuracy of +/- 6 seconds.
 LT0333
 LT0333.The orthometric height was determined by differential leveling
 LT0333.and adjusted in June 1991.
 LT0333
 LT0333.The geoid height was determined by GEOID03.
 LT0333
 LT0333.The dynamic height is computed by dividing the NAVD 88
 LT0333.geopotential number by the normal gravity value computed on the
 LT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0333.degrees latitude (g = 980.6199 gals.).
 LT0333
 LT0333.The modeled gravity was interpolated from observed gravity values.
 LT0333
 LT0333;                    North         East    Units  Estimated Accuracy
 LT0333;SPC CA 1     -   612,540.    2,026,760.      MT  (+/- 180 meters Scaled)
 LT0333
 LT0333                          SUPERSEDED SURVEY CONTROL
 LT0333
 LT0333  NGVD 29 (??/??/??) 1301.522  (m)         4270.08   (f) ADJUSTED    2 0
 LT0333
 LT0333.Superseded values are not recommended for survey control.
 LT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0333.See file dsdata.txt to determine how the superseded data were derived.
 LT0333
 LT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK116670(NAD 83)
 LT0333_MARKER: DD = SURVEY DISK
 LT0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0333_STAMPING: 4269.978 13 A 1924
 LT0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0333
 LT0333  HISTORY     - Date     Condition        Report By
 LT0333  HISTORY     - 1924     MONUMENTED       USGS
 LT0333  HISTORY     - 1934     GOOD             NGS
 LT0333
 LT0333                          STATION DESCRIPTION
 LT0333
 LT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0333'4.8 MI W FROM MINERAL.
 LT0333'4.8 MILES WEST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA COUNTY
 LT0333'50 FEET EAST OF A CULVERT, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LT0333'HIGHWAY, AND IN THE ROAD GUTTER.  A UNITED STATES GEOLOGICAL SURVEY
 LT0333'STANDARD CAP, STAMPED 4269.978 13 A 1924 AND RIVETED ON THE
 LT0333'OP OF A 3-1/2-INCH IRON PIPE PROJECTING 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4541 ***********************************************************************
 AI4541  DESIGNATION -  13 AAR
 AI4541  PID         -  AI4541
 AI4541  STATE/COUNTY-  CA/SAN DIEGO
 AI4541  USGS QUAD   -  BORREGO SINK (1959)
 AI4541
 AI4541                         *CURRENT SURVEY CONTROL
 AI4541  ___________________________________________________________________
 AI4541* NAD 83(1986)-  33 11 28.     (N)    116 17 51.     (W)     SCALED    
 AI4541* NAVD 88     -       184.263  (meters)     604.54   (feet)  ADJUSTED  
 AI4541  ___________________________________________________________________
 AI4541  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AI4541  DYNAMIC HT  -         184.049 (meters)     603.83  (feet)  COMP
 AI4541  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 AI4541
 AI4541  VERT ORDER  -  THIRD
 AI4541
 AI4541.The horizontal coordinates were scaled from a topographic map and have
 AI4541.an estimated accuracy of +/- 6 seconds.
 AI4541
 AI4541.The orthometric height was determined by differential leveling
 AI4541.and adjusted in May 2000.
 AI4541
 AI4541.The geoid height was determined by GEOID03.
 AI4541
 AI4541.The dynamic height is computed by dividing the NAVD 88
 AI4541.geopotential number by the normal gravity value computed on the
 AI4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4541.degrees latitude (g = 980.6199 gals.).
 AI4541
 AI4541.The modeled gravity was interpolated from observed gravity values.
 AI4541
 AI4541;                    North         East    Units  Estimated Accuracy
 AI4541;SPC CA 6     -   613,610.    1,995,570.      MT  (+/- 180 meters Scaled)
 AI4541
 AI4541                          SUPERSEDED SURVEY CONTROL
 AI4541
 AI4541.No superseded survey control is available for this station.
 AI4541
 AI4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS654726(NAD 83)
 AI4541_MARKER: DD = SURVEY DISK
 AI4541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4541_STAMPING: 13 AAR 602 1960
 AI4541_MARK LOGO: CA-073
 AI4541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4541+STABILITY: SURFACE MOTION
 AI4541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4541+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1995
 AI4541
 AI4541  HISTORY     - Date     Condition        Report By
 AI4541  HISTORY     - 1960     MONUMENTED       CA-073
 AI4541  HISTORY     - 19950509 GOOD             CADT
 AI4541
 AI4541                          STATION DESCRIPTION
 AI4541
 AI4541'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4541'THE STATION IS LOCATED 6.4 MI (10.3 KM) SOUTHEAST OF BORREGO SPRINGS
 AI4541'ON THE NORTHEAST SIDE OF BORREGO SPRINGS ROAD. TO REACH FROM THE
 AI4541'TRAFFIC CIRCLE IN BORREGO SPRINGS, KNOWN LOCALLY AS CHRISTMAS CIRCLE,
 AI4541'TRAVEL SOUTH THEN EAST 5.1 MI (8.2 KM) ON BORREGO SPRINGS ROAD TO A Y
 AI4541'INTERSECTION WITH COUNTY ROUTE S-3.  THEN CONTINUE STRAIGHT AHEAD,
 AI4541'EAST, 0.3 MI (0.5 KM) TO THE INTERSECTION OF YAQUI PASS ROAD.
 AI4541'CONTINUE STRAIGHT AHEAD, EAST THEN SOUTHEAST, 2.4 MI (3.9 KM) TO A
 AI4541'POLE LINE CROSSING HEADING EAST AND THE STATION ON THE LEFT,
 AI4541'NORTHEAST. THE STATION MARK IS 31.5 FT (9.6 M) NORTHEAST OF THE
 AI4541'CENTERLINE OF THE ROAD, 3.0 FT (0.9 M) NORTHWEST OF A POWER POLE WITH
 AI4541'TRANSFORMER NUMBER P478046, 1.0 FT (0.3 M) SOUTHWEST OF A METAL
 AI4541'WITNESS POST, LEVEL WITH THE CENTER OF ROAD. THE STATION WAS LEVELED
 AI4541'TO BY CADT AS A PART OF THE 1995 PERIPHERAL RUN IN SAN DIEGO COUNTY TO
 AI4541'ESTABLISH NAVD 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AF9884 ***********************************************************************
 AF9884  DESIGNATION -  13 AAR ECC
 AF9884  PID         -  AF9884
 AF9884  STATE/COUNTY-  CA/SAN DIEGO
 AF9884  USGS QUAD   -  BORREGO SINK (1959)
 AF9884
 AF9884                         *CURRENT SURVEY CONTROL
 AF9884  ___________________________________________________________________
 AF9884* NAD 83(2007)-  33 11 27.96973(N)    116 17 50.65417(W)     ADJUSTED  
 AF9884* NAVD 88     -       183.74   (meters)     602.8    (feet)  N HEIGHT  
 AF9884  ___________________________________________________________________
 AF9884  EPOCH DATE  -        2007.00
 AF9884  X           -  -2,367,124.739 (meters)                     COMP
 AF9884  Y           -  -4,790,059.348 (meters)                     COMP
 AF9884  Z           -   3,471,797.060 (meters)                     COMP
 AF9884  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 AF9884  ELLIP HEIGHT-         150.753 (meters)          (02/10/07) ADJUSTED
 AF9884  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AF9884  DYNAMIC HT  -         183.52  (meters)     602.1   (feet)  COMP
 AF9884
 AF9884  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9884  Type    PID    Designation                      North   East  Ellip
 AF9884  -------------------------------------------------------------------
 AF9884  NETWORK AF9884 13 AAR ECC                        0.73   1.22   5.63
 AF9884  -------------------------------------------------------------------
 AF9884  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 AF9884
 AF9884  VERT ORDER  -  THIRD
 AF9884
 AF9884.The horizontal coordinates were established by GPS observations
 AF9884.and adjusted by the National Geodetic Survey in February 2007.
 AF9884
 AF9884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9884.The horizontal coordinates are valid at the epoch date displayed above.
 AF9884.The epoch date for horizontal control is a decimal equivalence
 AF9884.of Year/Month/Day.
 AF9884
 AF9884.The orthometric height was determined by differential leveling
 AF9884.and adjusted in May 2000.
 AF9884.The height was determined by precise leveling from only one NSRS
 AF9884.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AF9884.allowed ONLY to validate the GPS-derived height.
 AF9884.No vertical observational check was made to the station.
 AF9884
 AF9884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9884
 AF9884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9884
 AF9884.The ellipsoidal height was determined by GPS observations
 AF9884.and is referenced to NAD 83.
 AF9884
 AF9884.The geoid height was determined by GEOID03.
 AF9884
 AF9884.The dynamic height is computed by dividing the NAVD 88
 AF9884.geopotential number by the normal gravity value computed on the
 AF9884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9884.degrees latitude (g = 980.6199 gals.).
 AF9884
 AF9884.The modeled gravity was interpolated from observed gravity values.
 AF9884
 AF9884;                    North         East     Units Scale Factor Converg.
 AF9884;SPC CA 6     -   613,613.358 1,995,579.714   MT  0.99995723   -0 01 33.8
 AF9884;SPC CA 6     - 2,013,163.16  6,547,164.45   sFT  0.99995723   -0 01 33.8
 AF9884;UTM  11      - 3,672,692.764   565,492.402   MT  0.99965288   +0 23 04.7
 AF9884
 AF9884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9884!SPC CA 6     -   0.99997633  x   0.99995723  =   0.99993356
 AF9884!UTM  11      -   0.99997633  x   0.99965288  =   0.99962922
 AF9884
 AF9884                          SUPERSEDED SURVEY CONTROL
 AF9884
 AF9884  NAD 83(1992)-  33 11 27.95606(N)    116 17 50.63997(W) AD(1991.35) 1
 AF9884  ELLIP H (07/28/98)  150.834  (m)                       GP(1991.35) 4 2
 AF9884
 AF9884.Superseded values are not recommended for survey control.
 AF9884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9884.See file dsdata.txt to determine how the superseded data were derived.
 AF9884
 AF9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS6549272693(NAD 83)
 AF9884_MARKER: DD = SURVEY DISK
 AF9884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF9884_STAMPING: 13AAR ECC 1995
 AF9884_MARK LOGO: CADT  
 AF9884_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9884+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9884
 AF9884  HISTORY     - Date     Condition        Report By
 AF9884  HISTORY     - 1995     MONUMENTED       CADT
 AF9884
 AF9884                          STATION DESCRIPTION
 AF9884
 AF9884'DESCRIBED BY CALTRANS 1995 (ATD)
 AF9884'THE STATION IS LOCATED 6.4 MI (10.3 KM) SOUTHEAST OF BORREGO SPRINGS
 AF9884'ON THE NORTHEAST SIDE OF BORREGO SPRINGS ROAD.  TO REACH FROM THE
 AF9884'TRAFFIC CIRCLE IN BORREGO SPRINGS, KNOWN LOCALLY AS CHRISTMAS CIRCLE,
 AF9884'TRAVEL SOUTH THEN EAST 5.1 MI (8.2 KM) ON BORREGO SPRINGS ROAD TO A Y
 AF9884'INTERSECTION WITH COUNTY ROUTE S-3.  THEN CONTINUE STRAIGHT AHEAD,
 AF9884'EAST, 0.3 MI (0.5 KM) TO THE INTERSECTION OF YAQUI PASS ROAD. CONTINUE
 AF9884'STRAIGHT AHEAD, EAST, THEN SOUTHEAST, 2.4 MI (3.9 KM) TO A POLE LINE
 AF9884'CROSSING HEADING EAST AND THE STATION ON THE LEFT, NORTHEAST.  THE
 AF9884'STATION MARK IS 116 FT (35.4 M) NORTHWEST OF A POWER POLE WITH
 AF9884'TRANSFORMER NUMBER 478046, 40 FT (12.2 M) NORTHEAST OF THE CENTERLINE
 AF9884'OF THE ROAD, 1.8 FT (0.5 M) NORTHEAST OF A METAL WITNESS POST, 0.7 FT
 AF9884'(21.3 CM) LOWER THAN THE CENTER OF ROAD.
 AF9884'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL
 AF9884'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988.  OCCUPIED BY GPS
 AF9884'RECEIVER AS PART OF SAN DIEGO VERTICAL GPS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9014 ***********************************************************************
 JT9014  DESIGNATION -  13 B
 JT9014  PID         -  JT9014
 JT9014  STATE/COUNTY-  CA/NAPA
 JT9014  USGS QUAD   -  NAPA (1980)
 JT9014
 JT9014                         *CURRENT SURVEY CONTROL
 JT9014  ___________________________________________________________________
 JT9014* NAD 83(1986)-  38 20 00.     (N)    122 17 34.     (W)     SCALED    
 JT9014* NAVD 88     -        15.21   (+/-2cm)      49.9    (feet)  VERTCON   
 JT9014  ___________________________________________________________________
 JT9014  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT9014  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9014
 JT9014.The horizontal coordinates were scaled from a topographic map and have
 JT9014.an estimated accuracy of +/- 6 seconds.
 JT9014
 JT9014.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9014.The vertical order pertains to the NGVD 29 superseded value.
 JT9014
 JT9014.The geoid height was determined by GEOID03.
 JT9014
 JT9014;                    North         East    Units  Estimated Accuracy
 JT9014;SPC CA 2     -   574,050.    1,974,400.      MT  (+/- 180 meters Scaled)
 JT9014
 JT9014                          SUPERSEDED SURVEY CONTROL
 JT9014
 JT9014  NGVD 29 (??/??/92)   14.42   (m)           47.3    (f) COMPUTED    2 2
 JT9014
 JT9014.Superseded values are not recommended for survey control.
 JT9014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9014.See file dsdata.txt to determine how the superseded data were derived.
 JT9014
 JT9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618430(NAD 83)
 JT9014_MARKER: DD = SURVEY DISK
 JT9014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9014_SP_SET: CONCRETE POST
 JT9014_MARK LOGO: CA2330
 JT9014_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9014+STABILITY: SURFACE MOTION
 JT9014
 JT9014  HISTORY     - Date     Condition        Report By
 JT9014  HISTORY     - 1971     MONUMENTED       CA2330
 JT9014
 JT9014                          STATION DESCRIPTION
 JT9014
 JT9014'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9014'ALONG BIG RANCH ROAD, 10 FT (3.0 M) WEST OF CENTERLINE, 5 FT (1.5 M)
 JT9014'SOUTH OF GARFIELD LANE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT9014'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1280 ***********************************************************************
 EW1280  DESIGNATION -  13 B C OF LA
 EW1280  PID         -  EW1280
 EW1280  STATE/COUNTY-  CA/LOS ANGELES
 EW1280  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1280
 EW1280                         *CURRENT SURVEY CONTROL
 EW1280  ___________________________________________________________________
 EW1280* NAD 83(1986)-  34 05 23.     (N)    118 22 40.     (W)     SCALED    
 EW1280* NAVD 88     -        75.22   (+/-2cm)     246.8    (feet)  VERTCON   
 EW1280  ___________________________________________________________________
 EW1280  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW1280  VERT ORDER  -  THIRD (See Below)
 EW1280
 EW1280.The horizontal coordinates were scaled from a topographic map and have
 EW1280.an estimated accuracy of +/- 6 seconds.
 EW1280
 EW1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1280.The vertical order pertains to the NGVD 29 superseded value.
 EW1280
 EW1280.The geoid height was determined by GEOID03.
 EW1280
 EW1280;                    North         East    Units  Estimated Accuracy
 EW1280;SPC CA 5     -   565,480.    1,965,140.      MT  (+/- 180 meters Scaled)
 EW1280
 EW1280                          SUPERSEDED SURVEY CONTROL
 EW1280
 EW1280  NGVD 29 (??/??/??)   74.44   (m)          244.2    (f) RESET       3  
 EW1280
 EW1280.Superseded values are not recommended for survey control.
 EW1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1280.See file dsdata.txt to determine how the superseded data were derived.
 EW1280
 EW1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT728729(NAD 83)
 EW1280_MARKER: DD = SURVEY DISK
 EW1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1280_STAMPING: 13B 244.2
 EW1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1280+STABILITY: SURFACE MOTION
 EW1280
 EW1280  HISTORY     - Date     Condition        Report By
 EW1280  HISTORY     - UNK      MONUMENTED       CA1980
 EW1280  HISTORY     - 1945     GOOD             NGS
 EW1280
 EW1280                          STATION DESCRIPTION
 EW1280
 EW1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1280'AT LOS ANGELES.
 EW1280'AT LOS ANGELES AT THE INTERSECTION OF HACIENDA PLACE AND HOLLOWAY
 EW1280'DRIVE, 21.2 FEET NORTH OF THE NORTH CURBLINE OF HOLLOWAY DRIVE AND
 EW1280'1.9 FEET EAST OF THE EAST CURB OF HACIENDA PLACE.  MONUMENT IS
 EW1280'THE SAME LEVEL AS THE EAST CURB OF HACIENDA PLACE.  A CITY OF LOS
 EW1280'ANGELES STANDARD DISK, STAMPED 13 B 244.2 AND SET IN THE TOP OF
 EW1280'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5384 ***********************************************************************
 DX5384  DESIGNATION -  13 B PCL
 DX5384  PID         -  DX5384
 DX5384  STATE/COUNTY-  CA/RIVERSIDE
 DX5384  USGS QUAD   -  LAKEVIEW (1979)
 DX5384
 DX5384                         *CURRENT SURVEY CONTROL
 DX5384  ___________________________________________________________________
 DX5384* NAD 83(1986)-  33 47 50.     (N)    117 00 26.     (W)     SCALED    
 DX5384* NAVD 88     -       459.222  (meters)    1506.63   (feet)  ADJUSTED  
 DX5384  ___________________________________________________________________
 DX5384  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5384  DYNAMIC HT  -         458.683 (meters)    1504.86  (feet)  COMP
 DX5384  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 DX5384
 DX5384  VERT ORDER  -  FIRST     CLASS II
 DX5384
 DX5384.The horizontal coordinates were scaled from a topographic map and have
 DX5384.an estimated accuracy of +/- 6 seconds.
 DX5384
 DX5384.The orthometric height was determined by differential leveling
 DX5384.and adjusted in January 1993.
 DX5384
 DX5384.The geoid height was determined by GEOID03.
 DX5384
 DX5384.The dynamic height is computed by dividing the NAVD 88
 DX5384.geopotential number by the normal gravity value computed on the
 DX5384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5384.degrees latitude (g = 980.6199 gals.).
 DX5384
 DX5384.The modeled gravity was interpolated from observed gravity values.
 DX5384
 DX5384;                    North         East    Units  Estimated Accuracy
 DX5384;SPC CA 6     -   681,090.    1,929,880.      MT  (+/- 180 meters Scaled)
 DX5384
 DX5384                          SUPERSEDED SURVEY CONTROL
 DX5384
 DX5384.No superseded survey control is available for this station.
 DX5384
 DX5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT993396(NAD 83)
 DX5384_MARKER: DD = SURVEY DISK
 DX5384_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5384_SP_SET: TOP OF HEADWALL
 DX5384_STAMPING: BM 13B PCL 1990
 DX5384_MARK LOGO: NONE  
 DX5384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5384+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5384
 DX5384  HISTORY     - Date     Condition        Report By
 DX5384  HISTORY     - 1990     MONUMENTED       MWDSC
 DX5384  HISTORY     - 19920510 GOOD             MWDSC
 DX5384
 DX5384                          STATION DESCRIPTION
 DX5384
 DX5384'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5384'0.7 MILE (1.1 KM) NORTH 0F COTTONWOOD AVE ALONG SANDERSON AVE AND 80
 DX5384'FEET (24.4 M) WEST TO THE BEGINNING OF THE CASA LOMA CANAL,ON TOP OF
 DX5384'THE HEADWALL AT THE NORTH END OF WALL, WALL IS 1.5 FEET (0.5 M) ABOVE
 DX5384'GROUND. A 1-3/8 INCH BRASS DISK SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0254 ***********************************************************************
 MX0254  DESIGNATION -  13 C
 MX0254  PID         -  MX0254
 MX0254  STATE/COUNTY-  CA/SISKIYOU
 MX0254  USGS QUAD   -  MC CONAUGHY GULCH (1986)
 MX0254
 MX0254                         *CURRENT SURVEY CONTROL
 MX0254  ___________________________________________________________________
 MX0254* NAD 83(1986)-  41 24 01.     (N)    122 49 30.     (W)     SCALED    
 MX0254* NAVD 88     -       880.862  (meters)    2889.96   (feet)  ADJUSTED  
 MX0254  ___________________________________________________________________
 MX0254  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 MX0254  DYNAMIC HT  -         880.347 (meters)    2888.27  (feet)  COMP
 MX0254  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 MX0254
 MX0254  VERT ORDER  -  SECOND    CLASS 0
 MX0254
 MX0254.The horizontal coordinates were scaled from a topographic map and have
 MX0254.an estimated accuracy of +/- 6 seconds.
 MX0254
 MX0254.The orthometric height was determined by differential leveling
 MX0254.and adjusted in June 1991.
 MX0254
 MX0254.The geoid height was determined by GEOID03.
 MX0254
 MX0254.The dynamic height is computed by dividing the NAVD 88
 MX0254.geopotential number by the normal gravity value computed on the
 MX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0254.degrees latitude (g = 980.6199 gals.).
 MX0254
 MX0254.The modeled gravity was interpolated from observed gravity values.
 MX0254
 MX0254;                    North         East    Units  Estimated Accuracy
 MX0254;SPC CA 1     -   729,840.    1,931,020.      MT  (+/- 180 meters Scaled)
 MX0254
 MX0254                          SUPERSEDED SURVEY CONTROL
 MX0254
 MX0254  NGVD 29 (??/??/??)  879.858  (m)         2886.67   (f) ADJUSTED    2 0
 MX0254
 MX0254.Superseded values are not recommended for survey control.
 MX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0254.See file dsdata.txt to determine how the superseded data were derived.
 MX0254
 MX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL146832(NAD 83)
 MX0254_MARKER: DB = BENCH MARK DISK
 MX0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0254_SP_SET: FOUNDATON
 MX0254_STAMPING: 13 C 1931
 MX0254_MARK LOGO: USGS  
 MX0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0254
 MX0254  HISTORY     - Date     Condition        Report By
 MX0254  HISTORY     - 1931     MONUMENTED       USGS
 MX0254  HISTORY     - 1952     GOOD             CGS
 MX0254
 MX0254                          STATION DESCRIPTION
 MX0254
 MX0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0254'7.1 MI NW FROM CALLAHAN.
 MX0254'7.1 MILES NORTHWEST ALONG THE CALLAHAN-ETNA ROAD FROM THE POST
 MX0254'OFFICE AT CALLAHAN, 7.3 MILES SOUTHEAST OF ETNA, AT AN ABANDONED
 MX0254'SCHOOL HOUSE, EAST OF AND ACROSS THE ROAD FROM BENCH MARK B 868,
 MX0254'SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF
 MX0254'THE SCHOOL HOUSE, AT THE SOUTHEAST CORNER OF THE BUILDING,
 MX0254'194 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT WEST
 MX0254'OF THE SOUTHEAST CORNER OF THE BUILDING, ABOUT 4.0 FEET
 MX0254'HIGHER THAN THE LEVEL OF THE GROUND, AND MARKED BY THE WHITE
 MX0254'PAINTED LETTERS U S B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9015 ***********************************************************************
 JT9015  DESIGNATION -  13 C
 JT9015  PID         -  JT9015
 JT9015  STATE/COUNTY-  CA/NAPA
 JT9015  USGS QUAD   -  NAPA (1980)
 JT9015
 JT9015                         *CURRENT SURVEY CONTROL
 JT9015  ___________________________________________________________________
 JT9015* NAD 83(1986)-  38 20 24.     (N)    122 17 46.     (W)     SCALED    
 JT9015* NAVD 88     -        17.18   (+/-2cm)      56.4    (feet)  VERTCON   
 JT9015  ___________________________________________________________________
 JT9015  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT9015  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9015
 JT9015.The horizontal coordinates were scaled from a topographic map and have
 JT9015.an estimated accuracy of +/- 6 seconds.
 JT9015
 JT9015.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9015.The vertical order pertains to the NGVD 29 superseded value.
 JT9015
 JT9015.The geoid height was determined by GEOID03.
 JT9015
 JT9015;                    North         East    Units  Estimated Accuracy
 JT9015;SPC CA 2     -   574,790.    1,974,110.      MT  (+/- 180 meters Scaled)
 JT9015
 JT9015                          SUPERSEDED SURVEY CONTROL
 JT9015
 JT9015  NGVD 29 (??/??/92)   16.38   (m)           53.7    (f) COMPUTED    2 2
 JT9015
 JT9015.Superseded values are not recommended for survey control.
 JT9015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9015.See file dsdata.txt to determine how the superseded data were derived.
 JT9015
 JT9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615437(NAD 83)
 JT9015_MARKER: DD = SURVEY DISK
 JT9015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9015_SP_SET: CONCRETE POST
 JT9015_MARK LOGO: CA2330
 JT9015_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9015+STABILITY: SURFACE MOTION
 JT9015
 JT9015  HISTORY     - Date     Condition        Report By
 JT9015  HISTORY     - 1971     MONUMENTED       CA2330
 JT9015
 JT9015                          STATION DESCRIPTION
 JT9015
 JT9015'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9015'ALONG BIG RANCH ROAD, 800 FT (243.8 M) SOUTH OF EL CENTRO PI, 10 FT
 JT9015'(3.0 M) WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9015'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0614 ***********************************************************************
 KS0614  DESIGNATION -  13 CAHD
 KS0614  PID         -  KS0614
 KS0614  STATE/COUNTY-  CA/BUTTE
 KS0614  USGS QUAD   -  PULGA (1994)
 KS0614
 KS0614                         *CURRENT SURVEY CONTROL
 KS0614  ___________________________________________________________________
 KS0614* NAD 83(1986)-  39 46 30.     (N)    121 27 35.     (W)     SCALED    
 KS0614* NAVD 88     -       559.184  (meters)    1834.59   (feet)  ADJUSTED  
 KS0614  ___________________________________________________________________
 KS0614  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KS0614  DYNAMIC HT  -         558.792 (meters)    1833.30  (feet)  COMP
 KS0614  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 KS0614
 KS0614  VERT ORDER  -  FIRST     CLASS II
 KS0614
 KS0614.The horizontal coordinates were scaled from a topographic map and have
 KS0614.an estimated accuracy of +/- 6 seconds.
 KS0614
 KS0614.The orthometric height was determined by differential leveling
 KS0614.and adjusted in June 1991.
 KS0614
 KS0614.The geoid height was determined by GEOID03.
 KS0614
 KS0614.The dynamic height is computed by dividing the NAVD 88
 KS0614.geopotential number by the normal gravity value computed on the
 KS0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0614.degrees latitude (g = 980.6199 gals.).
 KS0614
 KS0614.The modeled gravity was interpolated from observed gravity values.
 KS0614
 KS0614;                    North         East    Units  Estimated Accuracy
 KS0614;SPC CA 2     -   734,180.    2,046,290.      MT  (+/- 180 meters Scaled)
 KS0614
 KS0614                          SUPERSEDED SURVEY CONTROL
 KS0614
 KS0614  NGVD 29 (??/??/??)  558.414  (m)         1832.06   (f) ADJUSTED    1 2
 KS0614
 KS0614.Superseded values are not recommended for survey control.
 KS0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0614.See file dsdata.txt to determine how the superseded data were derived.
 KS0614
 KS0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK319039(NAD 83)
 KS0614_MARKER: DD = SURVEY DISK
 KS0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0614_SP_SET: CULVERT
 KS0614_STAMPING: 1839.50 13
 KS0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0614
 KS0614  HISTORY     - Date     Condition        Report By
 KS0614  HISTORY     - UNK      MONUMENTED       CADH
 KS0614  HISTORY     - 1952     GOOD             NGS
 KS0614  HISTORY     - 1974     GOOD             USGS
 KS0614  HISTORY     - 20040324 GOOD             CADT
 KS0614
 KS0614                          STATION DESCRIPTION
 KS0614
 KS0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0614'2.4 MI S FROM PULGA.
 KS0614'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0614'PULGA, THENCE 1.8 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE TOP
 KS0614'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF AN L SHAPE
 KS0614'CONCRETE CULVERT NO. C 209+00, 0.4 FOOT WEST OF THE EAST END,
 KS0614'16 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 KS0614'WITH THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY
 KS0614'40 ALTERNATE.  NOTE-- 1974 HIGHWAY 40 IS NOW STATE HIGHWAY 70.
 KS0614
 KS0614                          STATION RECOVERY (1974)
 KS0614
 KS0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0614'RECOVERED IN GOOD CONDITION.
 KS0614
 KS0614                          STATION RECOVERY (2004)
 KS0614
 KS0614'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0572 ***********************************************************************
 GS0572  DESIGNATION -  13 D
 GS0572  PID         -  GS0572
 GS0572  STATE/COUNTY-  CA/INYO
 GS0572  USGS QUAD   -  PANAMINT SPRINGS (1986)
 GS0572
 GS0572                         *CURRENT SURVEY CONTROL
 GS0572  ___________________________________________________________________
 GS0572* NAD 83(1986)-  36 20 24.     (N)    117 25 25.     (W)     SCALED    
 GS0572* NAVD 88     -       481.286  (meters)    1579.02   (feet)  ADJUSTED  
 GS0572  ___________________________________________________________________
 GS0572  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GS0572  DYNAMIC HT  -         480.804 (meters)    1577.44  (feet)  COMP
 GS0572  MODELED GRAV-     979,617.6   (mgal)                       NAVD 88
 GS0572
 GS0572  VERT ORDER  -  FIRST     CLASS II
 GS0572
 GS0572.The horizontal coordinates were scaled from a topographic map and have
 GS0572.an estimated accuracy of +/- 6 seconds.
 GS0572
 GS0572.The orthometric height was determined by differential leveling
 GS0572.and adjusted in June 1991.
 GS0572
 GS0572.The geoid height was determined by GEOID03.
 GS0572
 GS0572.The dynamic height is computed by dividing the NAVD 88
 GS0572.geopotential number by the normal gravity value computed on the
 GS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0572.degrees latitude (g = 980.6199 gals.).
 GS0572
 GS0572.The modeled gravity was interpolated from observed gravity values.
 GS0572
 GS0572;                    North         East    Units  Estimated Accuracy
 GS0572;SPC CA 4     -   612,860.    2,141,510.      MT  (+/- 180 meters Scaled)
 GS0572
 GS0572                          SUPERSEDED SURVEY CONTROL
 GS0572
 GS0572  NGVD 29 (05/01/91)  480.404  (m)         1576.13   (f) ADJUSTED    1 2
 GS0572
 GS0572.Superseded values are not recommended for survey control.
 GS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0572.See file dsdata.txt to determine how the superseded data were derived.
 GS0572
 GS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA619217(NAD 83)
 GS0572_MARKER: DB = BENCH MARK DISK
 GS0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0572_SP_SET: CONCRETE POST
 GS0572_STAMPING: 13 D 1576 1948
 GS0572_MARK LOGO: USGS  
 GS0572_PROJECTION: PROJECTING 15 CENTIMETERS
 GS0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0572+STABILITY: SURFACE MOTION
 GS0572
 GS0572  HISTORY     - Date     Condition        Report By
 GS0572  HISTORY     - 1948     MONUMENTED       USGS
 GS0572  HISTORY     - 1984     GOOD             NGS
 GS0572
 GS0572                          STATION DESCRIPTION
 GS0572
 GS0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GS0572'4.0 KM (2.5 MI) EAST FROM PANAMINT SPRINGS.
 GS0572'4.01 KM (2.49 MI) EAST ALONG STATE HIGHWAY 190 FROM THE RESTAURANT AT
 GS0572'PANAMINT SPRINGS, AT THE T JUNCTION OF PANAMINT VALLEY ROAD, 0.21 KM
 GS0572'(0.13 MI) WEST OF MILEPOST 58, 12.2 METERS (40 FT) NORTH OF THE
 GS0572'HIGHWAY CENTERLINE AND 45.0 METERS (147 FT) WEST OF THE EXTENDED
 GS0572'CENTERLINE OF THE ROAD.
 GS0572'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GS0572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9016 ***********************************************************************
 JT9016  DESIGNATION -  13 D
 JT9016  PID         -  JT9016
 JT9016  STATE/COUNTY-  CA/NAPA
 JT9016  USGS QUAD   -  NAPA (1980)
 JT9016
 JT9016                         *CURRENT SURVEY CONTROL
 JT9016  ___________________________________________________________________
 JT9016* NAD 83(1986)-  38 20 30.     (N)    122 17 52.     (W)     SCALED    
 JT9016* NAVD 88     -        18.17   (+/-2cm)      59.6    (feet)  VERTCON   
 JT9016  ___________________________________________________________________
 JT9016  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT9016  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9016
 JT9016.The horizontal coordinates were scaled from a topographic map and have
 JT9016.an estimated accuracy of +/- 6 seconds.
 JT9016
 JT9016.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9016.The vertical order pertains to the NGVD 29 superseded value.
 JT9016
 JT9016.The geoid height was determined by GEOID03.
 JT9016
 JT9016;                    North         East    Units  Estimated Accuracy
 JT9016;SPC CA 2     -   574,970.    1,973,970.      MT  (+/- 180 meters Scaled)
 JT9016
 JT9016                          SUPERSEDED SURVEY CONTROL
 JT9016
 JT9016  NGVD 29 (??/??/92)   17.38   (m)           57.0    (f) COMPUTED    2 2
 JT9016
 JT9016.Superseded values are not recommended for survey control.
 JT9016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9016.See file dsdata.txt to determine how the superseded data were derived.
 JT9016
 JT9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613439(NAD 83)
 JT9016_MARKER: DD = SURVEY DISK
 JT9016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9016_SP_SET: CONCRETE POST
 JT9016_MARK LOGO: CA2330
 JT9016_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9016+STABILITY: SURFACE MOTION
 JT9016
 JT9016  HISTORY     - Date     Condition        Report By
 JT9016  HISTORY     - 1971     MONUMENTED       CA2330
 JT9016
 JT9016                          STATION DESCRIPTION
 JT9016
 JT9016'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9016'AT INTERSECTION OF BIG RANCH ROAD AND EL CENTRO AVENUE, 10 FEET BY 10
 JT9016'FT (3.0 M) SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9017 ***********************************************************************
 JT9017  DESIGNATION -  13 D 1
 JT9017  PID         -  JT9017
 JT9017  STATE/COUNTY-  CA/NAPA
 JT9017  USGS QUAD   -  NAPA (1980)
 JT9017
 JT9017                         *CURRENT SURVEY CONTROL
 JT9017  ___________________________________________________________________
 JT9017* NAD 83(1986)-  38 20 42.     (N)    122 18 04.     (W)     SCALED    
 JT9017* NAVD 88     -        17.85   (+/-2cm)      58.6    (feet)  VERTCON   
 JT9017  ___________________________________________________________________
 JT9017  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT9017  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9017
 JT9017.The horizontal coordinates were scaled from a topographic map and have
 JT9017.an estimated accuracy of +/- 6 seconds.
 JT9017
 JT9017.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9017.The vertical order pertains to the NGVD 29 superseded value.
 JT9017
 JT9017.The geoid height was determined by GEOID03.
 JT9017
 JT9017;                    North         East    Units  Estimated Accuracy
 JT9017;SPC CA 2     -   575,340.    1,973,680.      MT  (+/- 180 meters Scaled)
 JT9017
 JT9017                          SUPERSEDED SURVEY CONTROL
 JT9017
 JT9017  NGVD 29 (??/??/92)   17.06   (m)           56.0    (f) COMPUTED    2 2
 JT9017
 JT9017.Superseded values are not recommended for survey control.
 JT9017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9017.See file dsdata.txt to determine how the superseded data were derived.
 JT9017
 JT9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610443(NAD 83)
 JT9017_MARKER: DD = SURVEY DISK
 JT9017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9017_SP_SET: CONCRETE POST
 JT9017_MARK LOGO: CA2330
 JT9017_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9017+STABILITY: SURFACE MOTION
 JT9017
 JT9017  HISTORY     - Date     Condition        Report By
 JT9017  HISTORY     - 1971     MONUMENTED       CA2330
 JT9017
 JT9017                          STATION DESCRIPTION
 JT9017
 JT9017'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9017'ALONG BIG RANCH ROAD, 1300 FT (396.2 M) NORTH OF EL CENTRO, 250 FT
 JT9017'(76.2 M) NORTH OF PG AND E SUBSTATION, 10 FT (3.0 M) WEST OF
 JT9017'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1008 ***********************************************************************
 HR1008  DESIGNATION -  13 DOR
 HR1008  PID         -  HR1008
 HR1008  STATE/COUNTY-  CA/MONO
 HR1008  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1008
 HR1008                         *CURRENT SURVEY CONTROL
 HR1008  ___________________________________________________________________
 HR1008* NAD 83(1986)-  37 41 17.     (N)    118 56 21.     (W)     SCALED    
 HR1008* NAVD 88     -      2312.077  (meters)    7585.54   (feet)  ADJUSTED  
 HR1008  ___________________________________________________________________
 HR1008  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HR1008  DYNAMIC HT  -        2309.049 (meters)    7575.60  (feet)  COMP
 HR1008  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 HR1008
 HR1008  VERT ORDER  -  FIRST     CLASS I
 HR1008
 HR1008.The horizontal coordinates were scaled from a topographic map and have
 HR1008.an estimated accuracy of +/- 6 seconds.
 HR1008
 HR1008.The orthometric height was determined by differential leveling
 HR1008.and adjusted in June 1991.
 HR1008
 HR1008.The geoid height was determined by GEOID03.
 HR1008
 HR1008.The dynamic height is computed by dividing the NAVD 88
 HR1008.geopotential number by the normal gravity value computed on the
 HR1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1008.degrees latitude (g = 980.6199 gals.).
 HR1008
 HR1008.The modeled gravity was interpolated from observed gravity values.
 HR1008
 HR1008;                    North         East    Units  Estimated Accuracy
 HR1008;SPC CA 3     -   633,000.    2,137,650.      MT  (+/- 180 meters Scaled)
 HR1008
 HR1008                          SUPERSEDED SURVEY CONTROL
 HR1008
 HR1008.No superseded survey control is available for this station.
 HR1008
 HR1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB290729(NAD 83)
 HR1008_MARKER: DE = TRAVERSE STATION DISK
 HR1008_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1008+WITH SETTING: INFORMATION.
 HR1008_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR1008_STAMPING: 13 DOR 1975
 HR1008_MARK LOGO: USGS  
 HR1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1008+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR1008
 HR1008  HISTORY     - Date     Condition        Report By
 HR1008  HISTORY     - 1975     MONUMENTED       USGS
 HR1008  HISTORY     - 1985     GOOD             USGS
 HR1008  HISTORY     - 1986     GOOD             NGS
 HR1008  HISTORY     - 1987     GOOD             NGS
 HR1008  HISTORY     - 19881010 GOOD             NGS
 HR1008  HISTORY     - 19910816 GOOD             NGS
 HR1008
 HR1008                          STATION DESCRIPTION
 HR1008
 HR1008'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1008'RECOVERED IN GOOD CONDITION.
 HR1008
 HR1008                          STATION RECOVERY (1986)
 HR1008
 HR1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1008'10.9 KM (6.8 MI) NE FROM MAMMOTH LAKES.
 HR1008'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1008'MAMMOTH LAKES, THENCE 5.28 KM (3.28 MI) NORTH ALONG US HIGHWAY 395,
 HR1008'THENCE 0.66 KM (0.41 MI) NORTH ALONG A DIRT ROAD, AT A POWER LINE
 HR1008'CROSSING, 43.9 METERS (144 FT) NORTHWEST OF THE JUNCTION OF THE ROAD
 HR1008'AND THE POWER LINE AND 2.0 METERS (6.6 FT) SOUTHEAST OF THE NORTHWEST
 HR1008'LEG OF A DOUBLE POWER POLE 2299553E.  A SHALLOW-SET METAL ROD ENCASED
 HR1008'IN A PIPE FLUSH WITH THE GROUND.
 HR1008'THE MARK IS 1.0 METERS  NW FROM  A WITNESS POST
 HR1008
 HR1008                          STATION RECOVERY (1987)
 HR1008
 HR1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1008'RECOVERED IN GOOD CONDITION.
 HR1008
 HR1008                          STATION RECOVERY (1988)
 HR1008
 HR1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1008'RECOVERED IN GOOD CONDITION.
 HR1008
 HR1008                          STATION RECOVERY (1991)
 HR1008
 HR1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1008'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1008'IN MAMMOTH LAKES, THENCE 5.3 KM (3.3 MI) NORTHERLY ALONG U.S. HIGHWAY
 HR1008'395, THENCE 0.7 KM (0.4 MI) NORTHERLY ALONG A DIRT ROAD, 43.9 M
 HR1008'(144.0 FT) NORTHWEST OF A UTILITY LINE CROSSING, 2.0 M (6.6 FT)
 HR1008'SOUTHEAST OF THE NORTHWEST LEG OF DOUBLE UTILITY POLE NUMBER 2299553E,
 HR1008'1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST, AND 0.5 M (1.6 FT) ABOVE
 HR1008'THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PIPE
 HR1008'THAT IS FLUSH WITH THE GROUND SURFACE. THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1182 ***********************************************************************
 GU1182  DESIGNATION -  13 DWR
 GU1182  PID         -  GU1182
 GU1182  STATE/COUNTY-  CA/MADERA
 GU1182  USGS QUAD   -  GRAVELLY FORD (1978)
 GU1182
 GU1182                         *CURRENT SURVEY CONTROL
 GU1182  ___________________________________________________________________
 GU1182* NAD 83(1986)-  36 47 44.     (N)    120 11 51.     (W)     SCALED    
 GU1182* NAVD 88     -        59.99   (+/-2cm)     196.8    (feet)  VERTCON   
 GU1182  ___________________________________________________________________
 GU1182  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 GU1182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1182
 GU1182.The horizontal coordinates were scaled from a topographic map and have
 GU1182.an estimated accuracy of +/- 6 seconds.
 GU1182
 GU1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1182.The vertical order pertains to the NGVD 29 superseded value.
 GU1182
 GU1182.The geoid height was determined by GEOID03.
 GU1182
 GU1182;                    North         East    Units  Estimated Accuracy
 GU1182;SPC CA 3     -   532,850.    2,027,000.      MT  (+/- 180 meters Scaled)
 GU1182
 GU1182                          SUPERSEDED SURVEY CONTROL
 GU1182
 GU1182  NGVD 29 (??/??/92)   59.25   (m)          194.4    (f) COMPUTED    2 0
 GU1182
 GU1182.Superseded values are not recommended for survey control.
 GU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1182.See file dsdata.txt to determine how the superseded data were derived.
 GU1182
 GU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF500758(NAD 83)
 GU1182_MARKER: DD = SURVEY DISK
 GU1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1182_STAMPING: RE 9769-13 1958
 GU1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1182+STABILITY: SURFACE MOTION
 GU1182
 GU1182  HISTORY     - Date     Condition        Report By
 GU1182  HISTORY     - 1958     MONUMENTED       CADWR
 GU1182  HISTORY     - 1965     GOOD             NGS
 GU1182
 GU1182                          STATION DESCRIPTION
 GU1182
 GU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GU1182'21.6 MI SE FROM FIREBAUGH.
 GU1182'6.2 MILES EAST ALONG THE FIREBAUGH- MADERA ROAD FROM THE
 GU1182'COURTHOUSE AT FIREBAUGH, THENCE 1.5 MILES NORTHEAST ALONG
 GU1182'FIREBAUGH BOULEVARD, THENCE 7.95 MILES SOUTH ALONG A ROAD ON
 GU1182'THE WEST LEVEE OF THE CHOWCHILLA CANAL, THENCE 5.95 MILES EAST
 GU1182'ALONG A TRACK ROAD, IN R16E T13S, 150 FEET EAST OF THE CROSSING
 GU1182'OF A POWER LINE, 28 FEET NORTH-NORTHWEST OF THE CENTER LINE
 GU1182'OF THE ROAD, 10 FEET SOUTH-SOUTHEAST OF A FENCE, 2.0 FEET
 GU1182'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 GU1182'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 GU1182'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9018 ***********************************************************************
 JT9018  DESIGNATION -  13 E
 JT9018  PID         -  JT9018
 JT9018  STATE/COUNTY-  CA/NAPA
 JT9018  USGS QUAD   -  NAPA (1980)
 JT9018
 JT9018                         *CURRENT SURVEY CONTROL
 JT9018  ___________________________________________________________________
 JT9018* NAD 83(1986)-  38 20 54.     (N)    122 18 10.     (W)     SCALED    
 JT9018* NAVD 88     -        17.94   (+/-2cm)      58.9    (feet)  VERTCON   
 JT9018  ___________________________________________________________________
 JT9018  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT9018  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9018
 JT9018.The horizontal coordinates were scaled from a topographic map and have
 JT9018.an estimated accuracy of +/- 6 seconds.
 JT9018
 JT9018.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9018.The vertical order pertains to the NGVD 29 superseded value.
 JT9018
 JT9018.The geoid height was determined by GEOID03.
 JT9018
 JT9018;                    North         East    Units  Estimated Accuracy
 JT9018;SPC CA 2     -   575,710.    1,973,530.      MT  (+/- 180 meters Scaled)
 JT9018
 JT9018                          SUPERSEDED SURVEY CONTROL
 JT9018
 JT9018  NGVD 29 (??/??/92)   17.14   (m)           56.2    (f) COMPUTED    2 2
 JT9018
 JT9018.Superseded values are not recommended for survey control.
 JT9018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9018.See file dsdata.txt to determine how the superseded data were derived.
 JT9018
 JT9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609446(NAD 83)
 JT9018_MARKER: DD = SURVEY DISK
 JT9018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9018_SP_SET: CONCRETE POST
 JT9018_MARK LOGO: CA2330
 JT9018_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9018+STABILITY: SURFACE MOTION
 JT9018
 JT9018  HISTORY     - Date     Condition        Report By
 JT9018  HISTORY     - 1971     MONUMENTED       CA2330
 JT9018
 JT9018                          STATION DESCRIPTION
 JT9018
 JT9018'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9018'AT INTERSECTION OF BIG RANCH ROAD AND SALVADOR AVENUE, 10 FEET BY 10
 JT9018'FT (3.0 M) SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9019 ***********************************************************************
 JT9019  DESIGNATION -  13 F
 JT9019  PID         -  JT9019
 JT9019  STATE/COUNTY-  CA/NAPA
 JT9019  USGS QUAD   -  NAPA (1980)
 JT9019
 JT9019                         *CURRENT SURVEY CONTROL
 JT9019  ___________________________________________________________________
 JT9019* NAD 83(1986)-  38 21 18.     (N)    122 18 28.     (W)     SCALED    
 JT9019* NAVD 88     -        18.91   (+/-2cm)      62.0    (feet)  VERTCON   
 JT9019  ___________________________________________________________________
 JT9019  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JT9019  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9019
 JT9019.The horizontal coordinates were scaled from a topographic map and have
 JT9019.an estimated accuracy of +/- 6 seconds.
 JT9019
 JT9019.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9019.The vertical order pertains to the NGVD 29 superseded value.
 JT9019
 JT9019.The geoid height was determined by GEOID03.
 JT9019
 JT9019;                    North         East    Units  Estimated Accuracy
 JT9019;SPC CA 2     -   576,460.    1,973,100.      MT  (+/- 180 meters Scaled)
 JT9019
 JT9019                          SUPERSEDED SURVEY CONTROL
 JT9019
 JT9019  NGVD 29 (??/??/92)   18.11   (m)           59.4    (f) COMPUTED    2 2
 JT9019
 JT9019.Superseded values are not recommended for survey control.
 JT9019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9019.See file dsdata.txt to determine how the superseded data were derived.
 JT9019
 JT9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604454(NAD 83)
 JT9019_MARKER: DD = SURVEY DISK
 JT9019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9019_SP_SET: CONCRETE POST
 JT9019_MARK LOGO: CA2330
 JT9019_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9019+STABILITY: SURFACE MOTION
 JT9019
 JT9019  HISTORY     - Date     Condition        Report By
 JT9019  HISTORY     - 1971     MONUMENTED       CA2330
 JT9019
 JT9019                          STATION DESCRIPTION
 JT9019
 JT9019'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9019'ALONG BIG RANCH ROAD, 2200 FT (670.6 M) NORTH OF SALVADOR AVENUE,
 JT9019'SOUTH DRIVEWAY TO NO. 4162, 10 FT (3.0 M) WEST OF CENTERLINE, A WELL
 JT9019'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4883 ***********************************************************************
 EW4883  DESIGNATION -  13 F 52 CAHD
 EW4883  PID         -  EW4883
 EW4883  STATE/COUNTY-  CA/LOS ANGELES
 EW4883  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4883
 EW4883                         *CURRENT SURVEY CONTROL
 EW4883  ___________________________________________________________________
 EW4883* NAD 83(1986)-  34 20 51.     (N)    118 31 55.     (W)     SCALED    
 EW4883* NAVD 88     -       487.59   (+/-2cm)    1599.7    (feet)  VERTCON   
 EW4883  ___________________________________________________________________
 EW4883  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4883  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4883
 EW4883.The horizontal coordinates were scaled from a topographic map and have
 EW4883.an estimated accuracy of +/- 6 seconds.
 EW4883
 EW4883.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4883.The vertical order pertains to the NGVD 29 superseded value.
 EW4883
 EW4883.The geoid height was determined by GEOID03.
 EW4883
 EW4883;                    North         East    Units  Estimated Accuracy
 EW4883;SPC CA 5     -   594,140.    1,951,060.      MT  (+/- 180 meters Scaled)
 EW4883
 EW4883                          SUPERSEDED SURVEY CONTROL
 EW4883
 EW4883  NGVD 29 (??/??/92)  486.755  (m)         1596.96   (f) ADJ UNCH    1 1
 EW4883
 EW4883.Superseded values are not recommended for survey control.
 EW4883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4883.See file dsdata.txt to determine how the superseded data were derived.
 EW4883
 EW4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU591017(NAD 83)
 EW4883_MARKER: DD = SURVEY DISK
 EW4883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4883+STABILITY: SURFACE MOTION
 EW4883
 EW4883  HISTORY     - Date     Condition        Report By
 EW4883  HISTORY     - UNK      MONUMENTED       CADH
 EW4883  HISTORY     - 1968     GOOD
 EW4883  HISTORY     - 1971     GOOD             CA1980
 EW4883  HISTORY     - 1973     GOOD             CA-037
 EW4883
 EW4883                          STATION DESCRIPTION
 EW4883
 EW4883'DESCRIBED 1968
 EW4883'NEAR NEWHALL.
 EW4883'FORMER GOLDEN STATE HIGHWAY 99 (NOW A FRONTAGE ROAD)-- 3.2 MILES
 EW4883'SOUTHEASTERLY ALONG FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE,
 EW4883'0.74 MILES NORTHERLY FROM CALIFORNIA DIVISION OF HIGHWAYS BRIDGE
 EW4883'NO. 53-1796, AT CENTER LINE CONSTRUCTION STATION 110+30.98
 EW4883'M.P.C., 73.2 FEET SOUTHWEST OF POWER POLE NO. 1248737E.  SET IN
 EW4883'TOP OF AN IRREGULAR CONCRETE POST 12 INCHES BELOW THE GROUND
 EW4883'SURFACE.  NOTE-- FORMER HIGHWAY 99 IS NOW NORTHERLY OF AND
 EW4883'PARALLEL TO THE GOLDEN STATE FREEWAY.
 EW4883
 EW4883                          STATION RECOVERY (1971)
 EW4883
 EW4883'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4883'RECOVERED IN GOOD CONDITION.
 EW4883
 EW4883                          STATION RECOVERY (1973)
 EW4883
 EW4883'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4883'GOLDEN STATE FREEWAY, 3.2 MILES SOUTHEASTERLY ALONG FREEWAY FROM ITS
 EW4883'JUNCTION WITH LYONS AVE. AT CENTER LINE CONSTRUCTION STATION 110+30.98
 EW4883'M.P.C., 73.2 FEET SOUTHWEST OF POWER POLE NO. 1248737E. SET IN TOP OF
 EW4883'AN IRREGULAR CONCRETE POST 12 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1165 ***********************************************************************
 DC1165  DESIGNATION -  13 F 531 SD CO
 DC1165  PID         -  DC1165
 DC1165  STATE/COUNTY-  CA/SAN DIEGO
 DC1165  USGS QUAD   -  POWAY (1975)
 DC1165
 DC1165                         *CURRENT SURVEY CONTROL
 DC1165  ___________________________________________________________________
 DC1165* NAD 83(1986)-  32 52 33.     (N)    117 07 25.     (W)     SCALED    
 DC1165* NAVD 88     -       147.94   (+/-2cm)     485.4    (feet)  VERTCON   
 DC1165  ___________________________________________________________________
 DC1165  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DC1165  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1165
 DC1165.The horizontal coordinates were scaled from a topographic map and have
 DC1165.an estimated accuracy of +/- 6 seconds.
 DC1165
 DC1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1165.The vertical order pertains to the NGVD 29 superseded value.
 DC1165
 DC1165.The geoid height was determined by GEOID03.
 DC1165
 DC1165;                    North         East    Units  Estimated Accuracy
 DC1165;SPC CA 6     -   578,990.    1,918,250.      MT  (+/- 180 meters Scaled)
 DC1165
 DC1165                          SUPERSEDED SURVEY CONTROL
 DC1165
 DC1165  NGVD 29 (??/??/??)  147.290  (m)          483.23   (f) ADJUSTED    1 2
 DC1165
 DC1165.Superseded values are not recommended for survey control.
 DC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1165.See file dsdata.txt to determine how the superseded data were derived.
 DC1165
 DC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS884375(NAD 83)
 DC1165_MARKER: DD = SURVEY DISK
 DC1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1165_STAMPING: 13 F 531
 DC1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1165+STABILITY: SURFACE MOTION
 DC1165
 DC1165  HISTORY     - Date     Condition        Report By
 DC1165  HISTORY     - UNK      MONUMENTED       CA3260
 DC1165  HISTORY     - 1955     GOOD             NGS
 DC1165  HISTORY     - 1967     MARK NOT FOUND   USGS
 DC1165
 DC1165                          STATION DESCRIPTION
 DC1165
 DC1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1165'AT MIRAMAR NAAS.
 DC1165'AT MIRAMAR NAVAL AUXILIARY AIR STATION, 0.45 MILE EAST OF THE
 DC1165'SOUTH ONE OF TWO LARGE HANGARS, AT THE SOUTHEAST CORNER OF A
 DC1165'STREET INTERSECTION, 55 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 DC1165'NORTH-SOUTH STREET, ABOUT LEVEL WITH THE STREETS, AND SET IN THE
 DC1165'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DC1165
 DC1165                          STATION RECOVERY (1967)
 DC1165
 DC1165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2270 ***********************************************************************
 EV2270  DESIGNATION -  13 FMK
 EV2270  PID         -  EV2270
 EV2270  STATE/COUNTY-  CA/KERN
 EV2270  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2270
 EV2270                         *CURRENT SURVEY CONTROL
 EV2270  ___________________________________________________________________
 EV2270* NAD 83(1986)-  34 59 59.     (N)    117 40 18.     (W)     SCALED    
 EV2270* NAVD 88     -       743.303  (meters)    2438.65   (feet)  ADJUSTED  
 EV2270  ___________________________________________________________________
 EV2270  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2270  DYNAMIC HT  -         742.469 (meters)    2435.92  (feet)  COMP
 EV2270  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 EV2270  OBS GRAVITY -     979,485.3   (mgal)                       GRAV_OBS
 EV2270
 EV2270  VERT ORDER  -  FIRST     CLASS I
 EV2270
 EV2270.The horizontal coordinates were scaled from a topographic map and have
 EV2270.an estimated accuracy of +/- 6 seconds.
 EV2270
 EV2270.The orthometric height was determined by differential leveling
 EV2270.and adjusted in June 1991.
 EV2270.WARNING-Repeat measurements at this control monument indicate possible
 EV2270.vertical movement.
 EV2270
 EV2270.The geoid height was determined by GEOID03.
 EV2270
 EV2270.The dynamic height is computed by dividing the NAVD 88
 EV2270.geopotential number by the normal gravity value computed on the
 EV2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2270.degrees latitude (g = 980.6199 gals.).
 EV2270
 EV2270.The modeled gravity was interpolated from observed gravity values.
 EV2270.The observed gravity was obtained from relative gravimeter ties
 EV2270.to the IGSN71 gravity network.
 EV2270
 EV2270;                    North         East    Units  Estimated Accuracy
 EV2270;SPC CA 5     -   666,410.    2,029,970.      MT  (+/- 180 meters Scaled)
 EV2270
 EV2270                          SUPERSEDED SURVEY CONTROL
 EV2270
 EV2270  NGVD 29 (??/??/92)  742.505  (m)         2436.04   (f) ADJ UNCH    1 1
 EV2270
 EV2270.Superseded values are not recommended for survey control.
 EV2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2270.See file dsdata.txt to determine how the superseded data were derived.
 EV2270
 EV2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU387732(NAD 83)
 EV2270_MARKER: DD = SURVEY DISK
 EV2270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2270_SP_SET: 15 FEET
 EV2270_STAMPING: 13 FMK 1973
 EV2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2270
 EV2270  HISTORY     - Date     Condition        Report By
 EV2270  HISTORY     - 1973     MONUMENTED       USGS
 EV2270  HISTORY     - 1974     GOOD             NGS
 EV2270  HISTORY     - 1977     GOOD             NGS
 EV2270  HISTORY     - 20010423 MARK NOT FOUND   CONDOR
 EV2270
 EV2270                          STATION DESCRIPTION
 EV2270
 EV2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2270'1.2 MI W FROM BORON.
 EV2270'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2270'FROM THE STATION AT BORON, THENCE 0.1 MILE SOUTHWEST ALONG THE
 EV2270'ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 1 POLE WEST
 EV2270'OF DERAIL SIDING SIGN, 49.5 FEET SOUTH OF THE SOUTH RAIL, 71.0
 EV2270'FEET SOUTH AND ACROSS THE TRACK FROM THE SOUTH RAIL OF THE
 EV2270'SOUTH MOST TRACK, 6 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE
 EV2270'POLE 195-6, 31 1/2 FEET WEST OF A TELEPHONE POLE, 54 1/2 FEET
 EV2270'NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.5 FEET WEST OF A
 EV2270'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE
 EV2270'TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET.  THE
 EV2270'UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE
 EV2270'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 36, T 11N, R 8W
 EV2270
 EV2270                          STATION RECOVERY (1977)
 EV2270
 EV2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2270'OMIT-1.5 FEET WEST OF A WITNESS POST.
 EV2270
 EV2270                          STATION RECOVERY (2001)
 EV2270
 EV2270'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 EV2270'THIS ONE MAY BE THERE, HOWEVER, RECOVERY DIRECTIONS ARE NO LONGER
 EV2270'APPLICABLE. TRAIN STATION, POLE LINE, DERAIL SIGN AND WITNESS POST NO
 EV2270'LONGER EXIST.
 EV2270' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1910 ***********************************************************************
 DY1910  DESIGNATION -  13 H C OF LA
 DY1910  PID         -  DY1910
 DY1910  STATE/COUNTY-  CA/LOS ANGELES
 DY1910  USGS QUAD   -  TORRANCE (1981)
 DY1910
 DY1910                         *CURRENT SURVEY CONTROL
 DY1910  ___________________________________________________________________
 DY1910* NAD 83(1986)-  33 49 54.     (N)    118 17 56.     (W)     SCALED    
 DY1910* NAVD 88     -        15.11   (+/-2cm)      49.6    (feet)  VERTCON   
 DY1910  ___________________________________________________________________
 DY1910  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1910  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1910
 DY1910.The horizontal coordinates were scaled from a topographic map and have
 DY1910.an estimated accuracy of +/- 6 seconds.
 DY1910
 DY1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1910.The vertical order pertains to the NGVD 29 superseded value.
 DY1910
 DY1910.The geoid height was determined by GEOID03.
 DY1910
 DY1910;                    North         East    Units  Estimated Accuracy
 DY1910;SPC CA 5     -   536,830.    1,972,330.      MT  (+/- 180 meters Scaled)
 DY1910
 DY1910                          SUPERSEDED SURVEY CONTROL
 DY1910
 DY1910  NGVD 29 (??/??/92)   14.355  (m)           47.10   (f) ADJ UNCH    1 2
 DY1910
 DY1910.Superseded values are not recommended for survey control.
 DY1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1910.See file dsdata.txt to determine how the superseded data were derived.
 DY1910
 DY1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798442(NAD 83)
 DY1910_MARKER: DD = SURVEY DISK
 DY1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1910_STAMPING: 47.39 FEET NO 13 H
 DY1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1910+STABILITY: SURFACE MOTION
 DY1910
 DY1910  HISTORY     - Date     Condition        Report By
 DY1910  HISTORY     - UNK      MONUMENTED       CA1980
 DY1910  HISTORY     - 1946     GOOD             NGS
 DY1910  HISTORY     - 1961     MARK NOT FOUND   CA-037
 DY1910
 DY1910                          STATION DESCRIPTION
 DY1910
 DY1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1910'1.1 MI E FROM TORRANCE.
 DY1910'1.1 MILE EAST ALONG CARSON STREET FROM THE CROSSING OF ARLINGTON
 DY1910'AVENUE AT TORRANCE, IN THE SOUTHWEST CORNER OF CROSSING OF CARSON
 DY1910'STREET AND NORMANDIE AVENUE, 34.7 FEET SOUTH OF SOUTH CURB-LINE
 DY1910'OF CARSON STREET, 1.6 FEET WEST OF WEST CURB OF NORMANDIE AVENUE,
 DY1910'17.2 FEET EAST OF THE EAST RAIL OF THE PACIFIC ELECTRIC RAILWAY,
 DY1910'1.3 FEET SOUTH OF A 4 X 4 WHITE WOODEN REFERENCE POST STENCILED
 DY1910'USBM, FLUSH WITH THE TOP OF THE CURB.  A CITY OF LOS ANGELES
 DY1910'STANDARD DISK, STAMPED 47.39 FEET NO 13 H AND SET IN THE TOP OF
 DY1910'A CONCRETE POST.
 DY1910
 DY1910                          STATION RECOVERY (1961)
 DY1910
 DY1910'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 DY1910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1196 ***********************************************************************
 DW1196  DESIGNATION -  13 JD USGS
 DW1196  PID         -  DW1196
 DW1196  STATE/COUNTY-  CA/IMPERIAL
 DW1196  USGS QUAD   -  NILAND (1992)
 DW1196
 DW1196                         *CURRENT SURVEY CONTROL
 DW1196  ___________________________________________________________________
 DW1196* NAD 83(1986)-  33 08 51.     (N)    115 35 50.     (W)     SCALED    
 DW1196* NAVD 88     -       -62.737  (meters)    -205.83   (feet)  READJUSTED
 DW1196  ___________________________________________________________________
 DW1196  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DW1196  DYNAMIC HT  -         -62.670 (meters)    -205.61  (feet)  COMP
 DW1196  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DW1196
 DW1196  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DW1196
 DW1196.The horizontal coordinates were scaled from a topographic map and have
 DW1196.an estimated accuracy of +/- 6 seconds.
 DW1196
 DW1196.The orthometric height was determined by differential leveling
 DW1196.and adjusted in January 1995.
 DW1196.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DW1196.distribution rate of 3.1 thru 4.0 mm/km.
 DW1196.The height was derived from older observations constrained to new
 DW1196.heights in a crustal motion area.  The height is approximate in
 DW1196.relation to other heights in its vicinity.
 DW1196
 DW1196.The geoid height was determined by GEOID03.
 DW1196
 DW1196.The dynamic height is computed by dividing the NAVD 88
 DW1196.geopotential number by the normal gravity value computed on the
 DW1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1196.degrees latitude (g = 980.6199 gals.).
 DW1196
 DW1196.The modeled gravity was interpolated from observed gravity values.
 DW1196
 DW1196;                    North         East    Units  Estimated Accuracy
 DW1196;SPC CA 6     -   608,970.    2,060,900.      MT  (+/- 180 meters Scaled)
 DW1196
 DW1196                          SUPERSEDED SURVEY CONTROL
 DW1196
 DW1196.No superseded survey control is available for this station.
 DW1196
 DW1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS308685(NAD 83)
 DW1196_MARKER: DD = SURVEY DISK
 DW1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1196_SP_SET: CONCRETE HEADWALL
 DW1196_STAMPING: 1955 -207 13 JD
 DW1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1196
 DW1196  HISTORY     - Date     Condition        Report By
 DW1196  HISTORY     - 1955     MONUMENTED       USGS
 DW1196  HISTORY     - 1977     GOOD             NGS
 DW1196
 DW1196                          STATION DESCRIPTION
 DW1196
 DW1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DW1196'10.6 MI NW FROM CALIPATRIA.
 DW1196'3.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DW1196'CROSSING OF MAIN STREET IN CALIPATRIA, THENCE 5.15 MILES WEST ALONG
 DW1196'SINCLAIR ROAD, THENCE 2.0 MILES SOUTH ALONG GARST ROAD, 19.5 FT NORTH
 DW1196'OF THE CENTERLINE OF LINDSEY ROAD, 48 FT WEST OF THE CENTERLINE OF
 DW1196'GARST ROAD, SET IN TOP AND 29 INCHES WEST OF THE SOUTHEAST CORNER OF
 DW1196'THE NORTH HEADWALL OF A SIPHON UNDER LINDSEY ROAD IN VAIL LATERAL 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1278 ***********************************************************************
 EW1278  DESIGNATION -  13 O 1 C OF LA
 EW1278  PID         -  EW1278
 EW1278  STATE/COUNTY-  CA/LOS ANGELES
 EW1278  USGS QUAD   -  HOLLYWOOD (1994)
 EW1278
 EW1278                         *CURRENT SURVEY CONTROL
 EW1278  ___________________________________________________________________
 EW1278* NAD 83(1986)-  34 07 26.     (N)    118 20 35.     (W)     SCALED    
 EW1278* NAVD 88     -       228.53   (+/-2cm)     749.8    (feet)  VERTCON   
 EW1278  ___________________________________________________________________
 EW1278  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW1278  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1278
 EW1278.The horizontal coordinates were scaled from a topographic map and have
 EW1278.an estimated accuracy of +/- 6 seconds.
 EW1278
 EW1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1278.The vertical order pertains to the NGVD 29 superseded value.
 EW1278
 EW1278.The geoid height was determined by GEOID03.
 EW1278
 EW1278;                    North         East    Units  Estimated Accuracy
 EW1278;SPC CA 5     -   569,260.    1,968,350.      MT  (+/- 180 meters Scaled)
 EW1278
 EW1278                          SUPERSEDED SURVEY CONTROL
 EW1278
 EW1278  NGVD 29 (??/??/92)  227.74   (m)          747.2    (f) COMPUTED    1 1
 EW1278
 EW1278.Superseded values are not recommended for survey control.
 EW1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1278.See file dsdata.txt to determine how the superseded data were derived.
 EW1278
 EW1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761767(NAD 83)
 EW1278_MARKER: DD = SURVEY DISK
 EW1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1278_SP_SET: ABUTMENT
 EW1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1278
 EW1278  HISTORY     - Date     Condition        Report By
 EW1278  HISTORY     - UNK      MONUMENTED       CA1980
 EW1278  HISTORY     - 1968     GOOD             CA1980
 EW1278
 EW1278                          STATION DESCRIPTION
 EW1278
 EW1278'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1278'IN LOS ANGELES.
 EW1278'STANDARD BENCH MARK BRASS DISC 13-O-1 IN THE TOP OF THE SOUTHWEST
 EW1278'ABUTMENT, NEAR ITS NORTHWEST END, OF THE MULHOLLAND DRIVE BRIDGE
 EW1278'OVER CAHUENGA BOULEVARD, 1.8 FEET NORTHWEST OF THE MOST
 EW1278'SOUTHWESTERLY PILASTER OF THE NORTHWEST RAILING OF SAID BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1629 ***********************************************************************
 EW1629  DESIGNATION -  13 USGS
 EW1629  PID         -  EW1629
 EW1629  STATE/COUNTY-  CA/LOS ANGELES
 EW1629  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1629
 EW1629                         *CURRENT SURVEY CONTROL
 EW1629  ___________________________________________________________________
 EW1629* NAD 83(1986)-  34 01 39.     (N)    118 23 27.     (W)     SCALED    
 EW1629* NAVD 88     -        33.56   (+/-2cm)     110.1    (feet)  VERTCON   
 EW1629  ___________________________________________________________________
 EW1629  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EW1629  VERT ORDER  -  THIRD (See Below)
 EW1629
 EW1629.The horizontal coordinates were scaled from a topographic map and have
 EW1629.an estimated accuracy of +/- 6 seconds.
 EW1629
 EW1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1629.The vertical order pertains to the NGVD 29 superseded value.
 EW1629
 EW1629.The geoid height was determined by GEOID03.
 EW1629
 EW1629;                    North         East    Units  Estimated Accuracy
 EW1629;SPC CA 5     -   558,580.    1,963,910.      MT  (+/- 180 meters Scaled)
 EW1629
 EW1629                          SUPERSEDED SURVEY CONTROL
 EW1629
 EW1629  NGVD 29 (??/??/??)   32.79   (m)          107.6    (f) RESET       3  
 EW1629
 EW1629.Superseded values are not recommended for survey control.
 EW1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1629.See file dsdata.txt to determine how the superseded data were derived.
 EW1629
 EW1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT715660(NAD 83)
 EW1629_MARKER: DD = SURVEY DISK
 EW1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1629_STAMPING: 13 1922
 EW1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1629+STABILITY: SURFACE MOTION
 EW1629
 EW1629  HISTORY     - Date     Condition        Report By
 EW1629  HISTORY     - 1922     MONUMENTED       USGS
 EW1629  HISTORY     - 1964     POOR             NGS
 EW1629
 EW1629                          STATION DESCRIPTION
 EW1629
 EW1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1629'AT LOS ANGELES.
 EW1629'AT LOS ANGELES, ALONG VENICE BOULEVARD, AT THE CROSSING OF THE
 EW1629'PACIFIC ELECTRIC RAILROAD, IN A LAWN, 45.6 FEET EAST OF THE
 EW1629'NORTHEAST CORNER OF THE A 1 GLOBE BUILDING, 15.8 FEET NORTHWEST
 EW1629'OF THE NORTHWEST CURB OF THE BOULEVARD, 46.0 FEET SOUTH OF THE
 EW1629'SOUTH RAIL OF THE TRACK, 6.0 FEET NORTHWEST OF THE NORTHWEST
 EW1629'EDGE OF A SIDEWALK, ABOUT 2 FEET HIGHER THAN THE BOULEVARD, AND
 EW1629'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EW1629'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0335 ***********************************************************************
 HS0335  DESIGNATION -  13 USGS
 HS0335  PID         -  HS0335
 HS0335  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0335  USGS QUAD   -  LATHROP (1987)
 HS0335
 HS0335                         *CURRENT SURVEY CONTROL
 HS0335  ___________________________________________________________________
 HS0335* NAD 83(1986)-  37 51 50.     (N)    121 19 23.     (W)     SCALED    
 HS0335* NAVD 88     -         6.92   (+/-2cm)      22.7    (feet)  VERTCON   
 HS0335  ___________________________________________________________________
 HS0335  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HS0335  VERT ORDER  -  THIRD (See Below)
 HS0335
 HS0335.The horizontal coordinates were scaled from a topographic map and have
 HS0335.an estimated accuracy of +/- 6 seconds.
 HS0335
 HS0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0335.The vertical order pertains to the NGVD 29 superseded value.
 HS0335
 HS0335.The geoid height was determined by GEOID03.
 HS0335
 HS0335;                    North         East    Units  Estimated Accuracy
 HS0335;SPC CA 3     -   651,690.    1,927,580.      MT  (+/- 180 meters Scaled)
 HS0335
 HS0335                          SUPERSEDED SURVEY CONTROL
 HS0335
 HS0335  NGVD 29 (??/??/??)    6.24   (m)           20.5    (f) RESET       3  
 HS0335
 HS0335.Superseded values are not recommended for survey control.
 HS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0335.See file dsdata.txt to determine how the superseded data were derived.
 HS0335
 HS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG475920(NAD 83)
 HS0335_MARKER: DD = SURVEY DISK
 HS0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0335_SP_SET: ABUTMENT
 HS0335_STAMPING: 13 03 1910
 HS0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0335
 HS0335  HISTORY     - Date     Condition        Report By
 HS0335  HISTORY     - 1910     MONUMENTED       USGS
 HS0335  HISTORY     - 1951     GOOD             NGS
 HS0335  HISTORY     - 1967     GOOD             NGS
 HS0335
 HS0335                          STATION DESCRIPTION
 HS0335
 HS0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0335'AT BRANDT BRIDGE.
 HS0335'AT BRANDT BRIDGE OVER THE SAN JOAQUIN RIVER, IN THE TOP OF THE
 HS0335'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, 11 1/2 FEET
 HS0335'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF THE
 HS0335'SOUTH CORNER OF A STEEL SPAN, ABOUT ONE FOOT LOWER THAN THE ROAD.
 HS0335'NOTE-- A PART OF THE DISK HAS BEEN BROKEN OFF, BUT WAS REINFORCED
 HS0335'AND IS CURRENTLY SATISFACTORY BY FILLING AROUND IT WITH CONCRETE.
 HS0335
 HS0335                          STATION RECOVERY (1967)
 HS0335
 HS0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2632 ***********************************************************************
 GU2632  DESIGNATION -  13 USGS
 GU2632  PID         -  GU2632
 GU2632  STATE/COUNTY-  CA/SAN BENITO
 GU2632  USGS QUAD   -  TRES PINOS (1971)
 GU2632
 GU2632                         *CURRENT SURVEY CONTROL
 GU2632  ___________________________________________________________________
 GU2632* NAD 83(1986)-  36 47 26.     (N)    121 19 21.     (W)     SCALED    
 GU2632* NAVD 88     -       158.48   (+/-2cm)     519.9    (feet)  VERTCON   
 GU2632  ___________________________________________________________________
 GU2632  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 GU2632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2632
 GU2632.The horizontal coordinates were scaled from a topographic map and have
 GU2632.an estimated accuracy of +/- 6 seconds.
 GU2632
 GU2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2632.The vertical order pertains to the NGVD 29 superseded value.
 GU2632
 GU2632.The geoid height was determined by GEOID03.
 GU2632
 GU2632;                    North         East    Units  Estimated Accuracy
 GU2632;SPC CA 4     -   664,200.    1,792,740.      MT  (+/- 180 meters Scaled)
 GU2632
 GU2632                          SUPERSEDED SURVEY CONTROL
 GU2632
 GU2632  NGVD 29 (??/??/92)  157.582  (m)          517.00   (f) ADJ UNCH    2 0
 GU2632
 GU2632.Superseded values are not recommended for survey control.
 GU2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2632.See file dsdata.txt to determine how the superseded data were derived.
 GU2632
 GU2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF496729(NAD 83)
 GU2632_MARKER: DD = SURVEY DISK
 GU2632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2632_SP_SET: CULVERT
 GU2632_STAMPING: 517 1917 13
 GU2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2632
 GU2632  HISTORY     - Date     Condition        Report By
 GU2632  HISTORY     - 1917     MONUMENTED       USGS
 GU2632  HISTORY     - 1935     GOOD             NGS
 GU2632
 GU2632                          STATION DESCRIPTION
 GU2632
 GU2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GU2632'AT TRES PINOS.
 GU2632'AT TRES PINOS, SAN BENITO COUNTY, ON THE SOUTHERN PACIFIC CO.
 GU2632'RAILROAD, 150 FEET NORTHWEST OF THE STATION, AND IN THE TOP
 GU2632'OF THE NORTH END OF CONCRETE CULVERT 101 A.  A UNITED STATES
 GU2632'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 517 1917 13.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5459 ***********************************************************************
 DX5459  DESIGNATION -  13+87.23
 DX5459  PID         -  DX5459
 DX5459  STATE/COUNTY-  CA/RIVERSIDE
 DX5459  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5459
 DX5459                         *CURRENT SURVEY CONTROL
 DX5459  ___________________________________________________________________
 DX5459* NAD 83(1986)-  33 51 10.     (N)    117 25 11.     (W)     SCALED    
 DX5459* NAVD 88     -       430.260  (meters)    1411.61   (feet)  ADJUSTED  
 DX5459  ___________________________________________________________________
 DX5459  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DX5459  DYNAMIC HT  -         429.779 (meters)    1410.03  (feet)  COMP
 DX5459  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 DX5459
 DX5459  VERT ORDER  -  FIRST     CLASS II
 DX5459
 DX5459.The horizontal coordinates were scaled from a topographic map and have
 DX5459.an estimated accuracy of +/- 6 seconds.
 DX5459
 DX5459.The orthometric height was determined by differential leveling
 DX5459.and adjusted in January 1993.
 DX5459
 DX5459.The geoid height was determined by GEOID03.
 DX5459
 DX5459.The dynamic height is computed by dividing the NAVD 88
 DX5459.geopotential number by the normal gravity value computed on the
 DX5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5459.degrees latitude (g = 980.6199 gals.).
 DX5459
 DX5459.The modeled gravity was interpolated from observed gravity values.
 DX5459
 DX5459;                    North         East    Units  Estimated Accuracy
 DX5459;SPC CA 6     -   687,610.    1,891,750.      MT  (+/- 180 meters Scaled)
 DX5459
 DX5459                          SUPERSEDED SURVEY CONTROL
 DX5459
 DX5459.No superseded survey control is available for this station.
 DX5459
 DX5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT611459(NAD 83)
 DX5459_MARKER: DB = BENCH MARK DISK
 DX5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5459_SP_SET: CONCRETE POST
 DX5459_STAMPING: CONTROL STATION B 13+87.23
 DX5459_MARK LOGO: MWDSC 
 DX5459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5459+STABILITY: SURFACE MOTION
 DX5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5459+SATELLITE: SATELLITE OBSERVATIONS - 1965
 DX5459
 DX5459  HISTORY     - Date     Condition        Report By
 DX5459  HISTORY     - 1965     MONUMENTED       MWDSC
 DX5459
 DX5459                          STATION DESCRIPTION
 DX5459
 DX5459'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1965
 DX5459'LAKE MATHEWS, AT EAST END OF PARAPET WALL DIKE NO 2, 200 FEET
 DX5459'(61.0 M) EAST OF THE EAST END OF PARAPET WALL PRODUCED, 100 FEET
 DX5459'(30.5 M) SOUTH OF AIR STRIP, 2 FEET (0.6 M) NORTH OF A CARSONITE POST
 DX5459'MARKED 13+87.23. A STANDARD MWDSC 3 INCH BRASS DISK SET IN CONCRETE
 DX5459'POST WITH A 1 FOOT (0.3 M) SQUARE COLLAR FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1265 ***********************************************************************
 DY1265  DESIGNATION -  13.132 C OF LA
 DY1265  PID         -  DY1265
 DY1265  STATE/COUNTY-  CA/LOS ANGELES
 DY1265  USGS QUAD   -  VENICE (1981)
 DY1265
 DY1265                         *CURRENT SURVEY CONTROL
 DY1265  ___________________________________________________________________
 DY1265* NAD 83(1986)-  33 58 30.     (N)    118 27 46.     (W)     SCALED    
 DY1265* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 DY1265  ___________________________________________________________________
 DY1265  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1265  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1265
 DY1265.The horizontal coordinates were scaled from a topographic map and have
 DY1265.an estimated accuracy of +/- 6 seconds.
 DY1265
 DY1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1265.The vertical order pertains to the NGVD 29 superseded value.
 DY1265
 DY1265.The geoid height was determined by GEOID03.
 DY1265
 DY1265;                    North         East    Units  Estimated Accuracy
 DY1265;SPC CA 5     -   552,790.    1,957,230.      MT  (+/- 180 meters Scaled)
 DY1265
 DY1265                          SUPERSEDED SURVEY CONTROL
 DY1265
 DY1265  NGVD 29 (??/??/92)    3.76   (m)           12.3    (f) COMPUTED    1 2
 DY1265
 DY1265.Superseded values are not recommended for survey control.
 DY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1265.See file dsdata.txt to determine how the superseded data were derived.
 DY1265
 DY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT648603(NAD 83)
 DY1265_MARKER: S = SPIKE
 DY1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1265_SP_SET: WELL
 DY1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1265
 DY1265  HISTORY     - Date     Condition        Report By
 DY1265  HISTORY     - UNK      MONUMENTED       CA1980
 DY1265  HISTORY     - 1946     GOOD             NGS
 DY1265  HISTORY     - 1960     MARK NOT FOUND   CA1980
 DY1265
 DY1265                          STATION DESCRIPTION
 DY1265
 DY1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1265'AT LOS ANGELES.
 DY1265'LOS ANGELES LOCATED NEAR THE INTERSECTION OF 38TH AVENUE AND
 DY1265'SPEEDWAY, ABOUT 60 FEET SOUTHWEST OF CENTERLINE OF 38TH AVENUE,
 DY1265'AND ABOUT 10.5 FEET SOUTHEAST OF THE CENTERLINE OF SPEEDWAY, IN
 DY1265'THE NORTHEAST CORNER OF A BASE TO AN OIL SUMP WELL WHICH
 DY1265'ENCLOSES TWO (2) OIL TANKS.  A CUT SPIKE SET IN CONCRETE.
 DY1265
 DY1265                          STATION RECOVERY (1960)
 DY1265
 DY1265'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1960
 DY1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1070 ***********************************************************************
 JS1070  DESIGNATION -  13.17 USE
 JS1070  PID         -  JS1070
 JS1070  STATE/COUNTY-  CA/SACRAMENTO
 JS1070  USGS QUAD   -  BRUCEVILLE (1980)
 JS1070
 JS1070                         *CURRENT SURVEY CONTROL
 JS1070  ___________________________________________________________________
 JS1070* NAD 83(1986)-  38 18 12.     (N)    121 26 17.     (W)     SCALED    
 JS1070* NAVD 88     -         4.63   (+/-2cm)      15.2    (feet)  VERTCON   
 JS1070  ___________________________________________________________________
 JS1070  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JS1070  VERT ORDER  -  THIRD (See Below)
 JS1070
 JS1070.The horizontal coordinates were scaled from a topographic map and have
 JS1070.an estimated accuracy of +/- 6 seconds.
 JS1070
 JS1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1070.The vertical order pertains to the NGVD 29 superseded value.
 JS1070
 JS1070.The geoid height was determined by GEOID03.
 JS1070
 JS1070;                    North         East    Units  Estimated Accuracy
 JS1070;SPC CA 2     -   570,830.    2,049,150.      MT  (+/- 180 meters Scaled)
 JS1070
 JS1070                          SUPERSEDED SURVEY CONTROL
 JS1070
 JS1070  NGVD 29 (??/??/??)    3.90   (m)           12.8    (f) RESET       3  
 JS1070
 JS1070.Superseded values are not recommended for survey control.
 JS1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1070.See file dsdata.txt to determine how the superseded data were derived.
 JS1070
 JS1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH365406(NAD 83)
 JS1070_MARKER: Z = SEE DESCRIPTION
 JS1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1070_SP_SET: IRON PIPE
 JS1070_STAMPING: 13.17
 JS1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1070
 JS1070  HISTORY     - Date     Condition        Report By
 JS1070  HISTORY     - UNK      MONUMENTED       DOD
 JS1070  HISTORY     - 1951     GOOD             NGS
 JS1070  HISTORY     - 1967     GOOD             NGS
 JS1070
 JS1070                          STATION DESCRIPTION
 JS1070
 JS1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1070'AT FRANKLIN AIRPORT.
 JS1070'AT THE FRANKLIN AIRPORT, 173.0 FEET WEST OF THE WEST EDGE OF
 JS1070'THE EAST-WEST ASPHALT RUNWAY, IN LINE WITH THE APPROXIMATE
 JS1070'CENTER OF THE RUNWAY, 28.0 FEET EAST OF THE CENTER LINE OF A
 JS1070'NORTH-SOUTH GRADED DIRT ROAD, 3.3 FEET EAST OF A FENCE, 2.1
 JS1070'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND
 JS1070'SCREWED ON THE TOP OF A 3 1/2-INCH GALVANIZED IRON PIPE
 JS1070'PROJECTING 0.4 FOOT ABOVE THE GROUND, ENCASED IN CONCRETE.
 JS1070
 JS1070                          STATION RECOVERY (1967)
 JS1070
 JS1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0558 ***********************************************************************
 HS0558  DESIGNATION -  13.62 EBMUD
 HS0558  PID         -  HS0558
 HS0558  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0558  USGS QUAD   -  HOLT (1994)
 HS0558
 HS0558                         *CURRENT SURVEY CONTROL
 HS0558  ___________________________________________________________________
 HS0558* NAD 83(1986)-  37 56 05.     (N)    121 26 50.     (W)     SCALED    
 HS0558* NAVD 88     -         1.49   (+/-2cm)       4.9    (feet)  VERTCON   
 HS0558  ___________________________________________________________________
 HS0558  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HS0558  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0558
 HS0558.The horizontal coordinates were scaled from a topographic map and have
 HS0558.an estimated accuracy of +/- 6 seconds.
 HS0558
 HS0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0558.The vertical order pertains to the NGVD 29 superseded value.
 HS0558
 HS0558.The geoid height was determined by GEOID03.
 HS0558
 HS0558;                    North         East    Units  Estimated Accuracy
 HS0558;SPC CA 3     -   659,650.    1,916,740.      MT  (+/- 180 meters Scaled)
 HS0558
 HS0558                          SUPERSEDED SURVEY CONTROL
 HS0558
 HS0558  NGVD 29 (??/??/92)    0.81   (m)            2.7    (f) COMPUTED    1 2
 HS0558
 HS0558.Superseded values are not recommended for survey control.
 HS0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0558.See file dsdata.txt to determine how the superseded data were derived.
 HS0558
 HS0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG364997(NAD 83)
 HS0558_MARKER: DD = SURVEY DISK
 HS0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0558_SP_SET: CONCRETE MANHOLE
 HS0558_STAMPING: P 2201+13.62 H 2201+29.30 270
 HS0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0558
 HS0558  HISTORY     - Date     Condition        Report By
 HS0558  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0558  HISTORY     - 1967     GOOD             NGS
 HS0558
 HS0558                          STATION DESCRIPTION
 HS0558
 HS0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0558'1 MI W FROM HOLT.
 HS0558'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON,
 HS0558'TOPEKA AND SANTA FE RAILWAY STATION AT HOLT, THENCE 0.85 MILE WEST
 HS0558'ALONG MOKELUMNE AQUEDUCT OF THE EAST BAY MUNICIPAL UTILITY
 HS0558'DISTRICT, AT THE NORTH SIDE OF UPPER JONES TRACT, IN THE TOP OF
 HS0558'THE EAST END OF A CONCRETE MANHOLE STRUCTURE.  120 OF THE CENTER
 HS0558'OF A PIPE LINE, 25 FEET EAST OF BENCH MARK Q 1105, 40 FEET SOUTH
 HS0558'OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF THE EAST
 HS0558'VERTICAL WALL OF MANHOLE, AND ABOUT 11 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1215 ***********************************************************************
 GU1215  DESIGNATION -  13/15 35 D 5 USGS
 GU1215  PID         -  GU1215
 GU1215  STATE/COUNTY-  CA/FRESNO
 GU1215  USGS QUAD   -  MENDOTA DAM (1984)
 GU1215
 GU1215                         *CURRENT SURVEY CONTROL
 GU1215  ___________________________________________________________________
 GU1215* NAD 83(1986)-  36 45 37.     (N)    120 18 51.     (W)     SCALED    
 GU1215* NAVD 88     -        50.13   (+/-2cm)     164.5    (feet)  VERTCON   
 GU1215  ___________________________________________________________________
 GU1215  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GU1215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1215
 GU1215.The horizontal coordinates were scaled from a topographic map and have
 GU1215.an estimated accuracy of +/- 6 seconds.
 GU1215
 GU1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1215.The vertical order pertains to the NGVD 29 superseded value.
 GU1215
 GU1215.The geoid height was determined by GEOID03.
 GU1215
 GU1215;                    North         East    Units  Estimated Accuracy
 GU1215;SPC CA 4     -   659,140.    1,882,670.      MT  (+/- 180 meters Scaled)
 GU1215
 GU1215                          SUPERSEDED SURVEY CONTROL
 GU1215
 GU1215  NGVD 29 (??/??/92)   49.390  (m)          162.04   (f) ADJ UNCH    2 0
 GU1215
 GU1215.Superseded values are not recommended for survey control.
 GU1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1215.See file dsdata.txt to determine how the superseded data were derived.
 GU1215
 GU1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF397716(NAD 83)
 GU1215_MARKER: DD = SURVEY DISK
 GU1215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU1215_SP_SET: CONCRETE FOUNDATION
 GU1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1215
 GU1215  HISTORY     - Date     Condition        Report By
 GU1215  HISTORY     - UNK      MONUMENTED       USGS
 GU1215  HISTORY     - 1966     GOOD             NGS
 GU1215  HISTORY     - 1972     GOOD             NGS
 GU1215
 GU1215                          STATION DESCRIPTION
 GU1215
 GU1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU1215'6.2 MI SE FROM MENDOTA.
 GU1215'4.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 GU1215'THE STATION AT MENDOTA, THENCE 0.3 MILE NORTH ALONG A FENCE AND
 GU1215'POWER LINE, THENCE 1.75 MILES NORTH ALONG SAN MATEO AVENUE,
 GU1215'AT THE JUNCTION OF A DIRT ROAD EAST, IN THE TOP OF THE SOUTHWEST
 GU1215'CORNER OF THE CONCRETE FOUNDATION OF A U.S. GEOLOGICAL SURVEY
 GU1215'COMPACTION RECORDER BUILDING, 319 FEET EAST OF THE CENTER LINE
 GU1215'OF SAN MATEO AVENUE, 24 FEET NORTH OF THE CENTER LINE OF THE
 GU1215'ROAD EAST, 39.3 FEET EAST OF THE SOUTHEAST CORNER OF A SHOP
 GU1215'BUILDING AT YEAROUT RANCH AND ABOUT 1 FOOT ABOVE THE GROUND.
 GU1215
 GU1215                          STATION RECOVERY (1972)
 GU1215
 GU1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0397 ***********************************************************************
 LV0397  DESIGNATION -  130 CAGS
 LV0397  PID         -  LV0397
 LV0397  STATE/COUNTY-  CA/HUMBOLDT
 LV0397  USGS QUAD   -  SCOTIA (1970)
 LV0397
 LV0397                         *CURRENT SURVEY CONTROL
 LV0397  ___________________________________________________________________
 LV0397* NAD 83(1986)-  40 29 29.     (N)    124 05 59.     (W)     SCALED    
 LV0397* NAVD 88     -        40.88   (+/-2cm)     134.1    (feet)  VERTCON   
 LV0397  ___________________________________________________________________
 LV0397  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LV0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LV0397
 LV0397.The horizontal coordinates were scaled from a topographic map and have
 LV0397.an estimated accuracy of +/- 6 seconds.
 LV0397
 LV0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0397.The vertical order pertains to the NGVD 29 superseded value.
 LV0397
 LV0397.The geoid height was determined by GEOID03.
 LV0397
 LV0397;                    North         East    Units  Estimated Accuracy
 LV0397;SPC CA 1     -   630,720.    1,822,020.      MT  (+/- 180 meters Scaled)
 LV0397
 LV0397                          SUPERSEDED SURVEY CONTROL
 LV0397
 LV0397  NGVD 29 (??/??/??)   39.898  (m)          130.90   (f) ADJUSTED    2 0
 LV0397
 LV0397.Superseded values are not recommended for survey control.
 LV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0397.See file dsdata.txt to determine how the superseded data were derived.
 LV0397
 LV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068828(NAD 83)
 LV0397_MARKER: DD = SURVEY DISK
 LV0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0397_STAMPING: 130 1935
 LV0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0397+STABILITY: SURFACE MOTION
 LV0397
 LV0397  HISTORY     - Date     Condition        Report By
 LV0397  HISTORY     - 1935     MONUMENTED       CGS
 LV0397  HISTORY     - 1942     GOOD             NGS
 LV0397  HISTORY     - 1967     MARK NOT FOUND   NGS
 LV0397
 LV0397                          STATION DESCRIPTION
 LV0397
 LV0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LV0397'AT WILDWOOD.
 LV0397'AT WILDWOOD, HUMBOLDT COUNTY, ON REDWOOD HIGHWAY, 130 FEET
 LV0397'SOUTH EAST OF THE SOUTH CORNER OF THE VIOLA HOTEL, 63 FEET
 LV0397'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTHEAST
 LV0397'OF THE NORTHWEST END OF THE BRIDGE OVER EEL RIVER, BETWEEN A
 LV0397'CONCRETE PARAPET AND THE RIVER, AND NEAR A WHITE WOODEN WITNESS
 LV0397'POST.  A STATE SURVEY STANDARD DISK, STAMPED 130 1935 AND SET
 LV0397'IN THE TOP OF A CONCRETE POST.
 LV0397
 LV0397                          STATION RECOVERY (1967)
 LV0397
 LV0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LV0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI8045 ***********************************************************************
 AI8045  DESIGNATION -  130 RESET
 AI8045  PID         -  AI8045
 AI8045  STATE/COUNTY-  CA/SANTA CLARA
 AI8045  USGS QUAD   -  SAN JOSE EAST (1980)
 AI8045
 AI8045                         *CURRENT SURVEY CONTROL
 AI8045  ___________________________________________________________________
 AI8045* NAD 83(1986)-  37 18 50.     (N)    121 47 41.     (W)     SCALED    
 AI8045* NAVD 88     -        61.690  (meters)     202.39   (feet)  ADJUSTED  
 AI8045  ___________________________________________________________________
 AI8045  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AI8045  DYNAMIC HT  -          61.644 (meters)     202.24  (feet)  COMP
 AI8045  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 AI8045
 AI8045  VERT ORDER  -  FIRST     CLASS II
 AI8045
 AI8045.The horizontal coordinates were scaled from a topographic map and have
 AI8045.an estimated accuracy of +/- 6 seconds.
 AI8045
 AI8045.The orthometric height was determined by differential leveling
 AI8045.and adjusted in July 2002.
 AI8045
 AI8045.The geoid height was determined by GEOID03.
 AI8045
 AI8045.The dynamic height is computed by dividing the NAVD 88
 AI8045.geopotential number by the normal gravity value computed on the
 AI8045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8045.degrees latitude (g = 980.6199 gals.).
 AI8045
 AI8045.The modeled gravity was interpolated from observed gravity values.
 AI8045
 AI8045;                    North         East    Units  Estimated Accuracy
 AI8045;SPC CA 3     -   591,120.    1,885,240.      MT  (+/- 180 meters Scaled)
 AI8045
 AI8045                          SUPERSEDED SURVEY CONTROL
 AI8045
 AI8045.No superseded survey control is available for this station.
 AI8045
 AI8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG068303(NAD 83)
 AI8045_MARKER: DD = SURVEY DISK
 AI8045_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI8045_SP_SET: FOUNDATION
 AI8045_STAMPING: SCVWD BM-130 RESET 3/93
 AI8045_MARK LOGO: NONE  
 AI8045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8045+STABILITY: SURFACE MOTION
 AI8045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8045+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 AI8045
 AI8045  HISTORY     - Date     Condition        Report By
 AI8045  HISTORY     - 1993     MONUMENTED       SCVWD
 AI8045  HISTORY     - 20000807 GOOD             NGS
 AI8045
 AI8045                          STATION DESCRIPTION
 AI8045
 AI8045'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8045'IN SAN JOSE, AT THE INTERSECTION OF ABORN ROAD AND ABORN COURT, NEAR
 AI8045'THE WEST CORNER OF THE CONCRETE FOUNDATION WALL OF A 5 BY 5-FOOT
 AI8045'UNDERGROUND ACCESS DOOR (NUMBER 81) ON THE EAST SIDE OF THOMPSON
 AI8045'CREEK, 29.1 M (95.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AI8045'OF THE ROAD, 16.7 M (54.8 FT) WEST OF THE COURT CENTER, 13.2 M (43.3
 AI8045'FT) NORTH OF THE EAST END OF THE NORTH GUARDRAIL OF A BRIDGE, 2.8 M
 AI8045'(9.2 FT) SOUTH OF THE WEST CORNER OF A CHAIN-LINK FENCE, 0.2 M (0.7
 AI8045'FT) ABOVE THE LEVEL OF THE ROAD, 0.2 M (0.7 FT) ABOVE THE GROUND
 AI8045'SURFACE, AND 0.1 M (0.3 FT) EAST OF THE WEST CORNER OF THE WALL.
 AI8045'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE CITY OF SAN JOSE, 801
 AI8045'NORTH 1ST STREET, SAN JOSE, CALIFORNIA 95110. SCVWD=SANTA CLARA VALLEY
 AI8045'WATER DISTRICT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3675 ***********************************************************************
 EW3675  DESIGNATION -  130+00
 EW3675  PID         -  EW3675
 EW3675  STATE/COUNTY-  CA/KERN
 EW3675  USGS QUAD   -  GRAPEVINE (1991)
 EW3675
 EW3675                         *CURRENT SURVEY CONTROL
 EW3675  ___________________________________________________________________
 EW3675* NAD 83(1986)-  34 57 50.     (N)    118 56 17.     (W)     SCALED    
 EW3675* NAVD 88     -       406.151  (meters)    1332.51   (feet)  ADJUSTED  
 EW3675  ___________________________________________________________________
 EW3675  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 EW3675  DYNAMIC HT  -         405.723 (meters)    1331.11  (feet)  COMP
 EW3675  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 EW3675
 EW3675  VERT ORDER  -  FIRST     CLASS I
 EW3675
 EW3675.The horizontal coordinates were scaled from a topographic map and have
 EW3675.an estimated accuracy of +/- 6 seconds.
 EW3675
 EW3675.The orthometric height was determined by differential leveling
 EW3675.and adjusted in June 1991.
 EW3675
 EW3675.The geoid height was determined by GEOID03.
 EW3675
 EW3675.The dynamic height is computed by dividing the NAVD 88
 EW3675.geopotential number by the normal gravity value computed on the
 EW3675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3675.degrees latitude (g = 980.6199 gals.).
 EW3675
 EW3675.The modeled gravity was interpolated from observed gravity values.
 EW3675
 EW3675;                    North         East    Units  Estimated Accuracy
 EW3675;SPC CA 5     -   662,780.    1,914,340.      MT  (+/- 180 meters Scaled)
 EW3675
 EW3675                          SUPERSEDED SURVEY CONTROL
 EW3675
 EW3675  NGVD 29 (??/??/92)  405.368  (m)         1329.94   (f) ADJ UNCH    1 1
 EW3675
 EW3675.Superseded values are not recommended for survey control.
 EW3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3675.See file dsdata.txt to determine how the superseded data were derived.
 EW3675
 EW3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU230707(NAD 83)
 EW3675_MARKER: DD = SURVEY DISK
 EW3675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3675+STABILITY: SURFACE MOTION
 EW3675
 EW3675  HISTORY     - Date     Condition        Report By
 EW3675  HISTORY     - UNK      MONUMENTED       CADH
 EW3675  HISTORY     - 1975     GOOD             NGS
 EW3675  HISTORY     - 1977     GOOD             NGS
 EW3675  HISTORY     - 19890620 MARK NOT FOUND   NGS
 EW3675
 EW3675                          STATION DESCRIPTION
 EW3675
 EW3675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EW3675'6.8 MI S FROM METTLER.
 EW3675'6.8 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE STATE HIGHWAY
 EW3675'166 OVERPASS AT METTLER, AT THE NORTH ENTRANCE ROAD TO THE
 EW3675'CALIFORNIA STATE HIGHWAY TRUCK SCALES, 18.2 FEET EAST OF THE EAST
 EW3675'EDGE OF THE CONCRETE PAVEMENT OF THE SOUTH BOUND HIGHWAY LANES,
 EW3675'195.0 FEET NORTHEAST OF AND ACROSS THE SOUTH BOUND HIGHWAY
 EW3675'LANES FROM METAL LIGHT POLE 11.89, 1.1 FOOT NORTH OF A METAL
 EW3675'WITNESS POST, ABOUT 3 FEET LOWER THAN THE SOUTH BOUND LANES,
 EW3675'AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.  SEC
 EW3675'7, T10N, R19W.
 EW3675
 EW3675                          STATION RECOVERY (1977)
 EW3675
 EW3675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW3675'RECOVERED IN GOOD CONDITION.
 EW3675
 EW3675                          STATION RECOVERY (1989)
 EW3675
 EW3675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW3675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0031 ***********************************************************************
 KT0031  DESIGNATION -  130.29 SVIP
 KT0031  PID         -  KT0031
 KT0031  STATE/COUNTY-  CA/GLENN
 KT0031  USGS QUAD   -  WILLOWS (1969)
 KT0031
 KT0031                         *CURRENT SURVEY CONTROL
 KT0031  ___________________________________________________________________
 KT0031* NAD 83(1986)-  39 30 42.     (N)    122 11 33.     (W)     SCALED    
 KT0031* NAVD 88     -        40.88   (+/-2cm)     134.1    (feet)  VERTCON   
 KT0031  ___________________________________________________________________
 KT0031  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 KT0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0031
 KT0031.The horizontal coordinates were scaled from a topographic map and have
 KT0031.an estimated accuracy of +/- 6 seconds.
 KT0031
 KT0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0031.The vertical order pertains to the NGVD 29 superseded value.
 KT0031
 KT0031.The geoid height was determined by GEOID03.
 KT0031
 KT0031;                    North         East    Units  Estimated Accuracy
 KT0031;SPC CA 2     -   704,830.    1,983,450.      MT  (+/- 180 meters Scaled)
 KT0031
 KT0031                          SUPERSEDED SURVEY CONTROL
 KT0031
 KT0031  NGVD 29 (??/??/92)   40.138  (m)          131.69   (f) ADJ UNCH    1 2
 KT0031
 KT0031.Superseded values are not recommended for survey control.
 KT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0031.See file dsdata.txt to determine how the superseded data were derived.
 KT0031
 KT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694738(NAD 83)
 KT0031_MARKER: DD = SURVEY DISK
 KT0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0031_SP_SET: BRIDGE
 KT0031_STAMPING: 130.29
 KT0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0031
 KT0031  HISTORY     - Date     Condition        Report By
 KT0031  HISTORY     - UNK      MONUMENTED       SVIP
 KT0031  HISTORY     - 1967     GOOD             NGS
 KT0031
 KT0031                          STATION DESCRIPTION
 KT0031
 KT0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0031'0.6 MI S FROM WILLOWS.
 KT0031'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KT0031'THE STATION AT WILLOWS, 8 POLES NORTH OF MILE POLE 149, IN
 KT0031'THE TOP OF THE WEST END OF THE NORTHEAST CONCRETE WING WALL OF
 KT0031'CONCRETE BRIDGE 149.26 OVER CENTRAL IRRIGATION CANAL, 9.0 FEET
 KT0031'EAST OF THE EAST RAIL OF THE EAST SIDE TRACK, 22.8 FEET EAST OF
 KT0031'THE EAST RAIL OF THE MAIN TRACK, AND ABOUT 4 1/2 FEET HIGHER THAN
 KT0031'THE TRACK.  NOTE-- THE DISK HAS BEEN HIT BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1355 ***********************************************************************
 GU1355  DESIGNATION -  130.34 L
 GU1355  PID         -  GU1355
 GU1355  STATE/COUNTY-  CA/FRESNO
 GU1355  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1355
 GU1355                         *CURRENT SURVEY CONTROL
 GU1355  ___________________________________________________________________
 GU1355* NAD 83(1986)-  36 29 08.     (N)    120 19 41.     (W)     SCALED    
 GU1355* NAVD 88     -       100.52   (+/-2cm)     329.8    (feet)  VERTCON   
 GU1355  ___________________________________________________________________
 GU1355  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU1355  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1355
 GU1355.The horizontal coordinates were scaled from a topographic map and have
 GU1355.an estimated accuracy of +/- 6 seconds.
 GU1355
 GU1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1355.The vertical order pertains to the NGVD 29 superseded value.
 GU1355
 GU1355.The geoid height was determined by GEOID03.
 GU1355
 GU1355;                    North         East    Units  Estimated Accuracy
 GU1355;SPC CA 4     -   628,680.    1,881,010.      MT  (+/- 180 meters Scaled)
 GU1355
 GU1355                          SUPERSEDED SURVEY CONTROL
 GU1355
 GU1355  NGVD 29 (??/??/92)   99.670  (m)          327.00   (f) ADJ UNCH    1 1
 GU1355
 GU1355.Superseded values are not recommended for survey control.
 GU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1355.See file dsdata.txt to determine how the superseded data were derived.
 GU1355
 GU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF393411(NAD 83)
 GU1355_MARKER: DD = SURVEY DISK
 GU1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1355_SP_SET: CONCRETE LINING
 GU1355_STAMPING: 130.34 L
 GU1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1355
 GU1355  HISTORY     - Date     Condition        Report By
 GU1355  HISTORY     - UNK      MONUMENTED       BOR
 GU1355  HISTORY     - 1972     GOOD             NGS
 GU1355  HISTORY     - 19890214 MARK NOT FOUND   NGS
 GU1355
 GU1355                          STATION DESCRIPTION
 GU1355
 GU1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1355'43.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1355'43.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1355'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU1355'THE AQUEDUCT, AT THE TOP AND CENTER OF A STEEL LADDER, AND ABOUT
 GU1355'LEVEL WITH THE NORTHEAST LEVEE ROAD.
 GU1355
 GU1355                          STATION RECOVERY (1989)
 GU1355
 GU1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4145 ***********************************************************************
 GU4145  DESIGNATION -  130.34 L=W 1093
 GU4145  PID         -  GU4145
 GU4145  STATE/COUNTY-  CA/FRESNO
 GU4145  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU4145
 GU4145                         *CURRENT SURVEY CONTROL
 GU4145  ___________________________________________________________________
 GU4145* NAD 83(1986)-  36 29 08.     (N)    120 19 41.     (W)     SCALED    
 GU4145* NAVD 88     -       100.536  (meters)     329.84   (feet)  ADJUSTED  
 GU4145  ___________________________________________________________________
 GU4145  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU4145  DYNAMIC HT  -         100.451 (meters)     329.56  (feet)  COMP
 GU4145  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 GU4145
 GU4145  VERT ORDER  -  FIRST     CLASS II
 GU4145
 GU4145.The horizontal coordinates were scaled from a topographic map and have
 GU4145.an estimated accuracy of +/- 6 seconds.
 GU4145
 GU4145.The orthometric height was determined by differential leveling
 GU4145.and adjusted in June 1991.
 GU4145
 GU4145.The geoid height was determined by GEOID03.
 GU4145
 GU4145.The dynamic height is computed by dividing the NAVD 88
 GU4145.geopotential number by the normal gravity value computed on the
 GU4145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4145.degrees latitude (g = 980.6199 gals.).
 GU4145
 GU4145.The modeled gravity was interpolated from observed gravity values.
 GU4145
 GU4145;                    North         East    Units  Estimated Accuracy
 GU4145;SPC CA 4     -   628,680.    1,881,010.      MT  (+/- 180 meters Scaled)
 GU4145
 GU4145                          SUPERSEDED SURVEY CONTROL
 GU4145
 GU4145.No superseded survey control is available for this station.
 GU4145
 GU4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF393411(NAD 83)
 GU4145_MARKER: DB = BENCH MARK DISK
 GU4145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU4145_SP_SET: CANAL LINING
 GU4145_STAMPING: W 1093 130.34 L
 GU4145_MARK LOGO: BOR   
 GU4145_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4145+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU4145
 GU4145  HISTORY     - Date     Condition        Report By
 GU4145  HISTORY     - UNK      MONUMENTED       BOR
 GU4145  HISTORY     - 19890214 GOOD             NGS
 GU4145
 GU4145                          STATION DESCRIPTION
 GU4145
 GU4145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU4145'70.2 KM (43.60 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM
 GU4145'THE DOS AMIGOS PUMP PLANT, IN THE NORTHEAST CONCRETE CANAL LINING, 0.8
 GU4145'KM (0.50 MI) NORTHWEST OF THE INTERSECTION OF SAN MATEO, 0.7 KM
 GU4145'(0.45 MI) SOUTHEAST OF A PUMP STATION,  AT THE TOP CENTER OF A STEEL
 GU4145'LADDER, 4.4 M (14.4 FT) SOUTHWEST OF THE CENTER OF THE NORTH LEVEE
 GU4145'ROAD, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 GU4145'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4234 ***********************************************************************
 GU4234  DESIGNATION -  130.54=221
 GU4234  PID         -  GU4234
 GU4234  STATE/COUNTY-  CA/SANTA CRUZ
 GU4234  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4234
 GU4234                         *CURRENT SURVEY CONTROL
 GU4234  ___________________________________________________________________
 GU4234* NAD 83(1986)-  36 57 03.     (N)    121 49 49.     (W)     SCALED    
 GU4234* NAVD 88     -        40.721  (meters)     133.60   (feet)  ADJUSTED  
 GU4234  ___________________________________________________________________
 GU4234  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GU4234  DYNAMIC HT  -          40.690 (meters)     133.50  (feet)  COMP
 GU4234  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 GU4234
 GU4234  VERT ORDER  -  FIRST     CLASS II
 GU4234
 GU4234.The horizontal coordinates were scaled from a topographic map and have
 GU4234.an estimated accuracy of +/- 6 seconds.
 GU4234
 GU4234.The orthometric height was determined by differential leveling
 GU4234.and adjusted in February 1993.
 GU4234
 GU4234.The geoid height was determined by GEOID03.
 GU4234
 GU4234.The dynamic height is computed by dividing the NAVD 88
 GU4234.geopotential number by the normal gravity value computed on the
 GU4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4234.degrees latitude (g = 980.6199 gals.).
 GU4234
 GU4234.The modeled gravity was interpolated from observed gravity values.
 GU4234
 GU4234;                    North         East    Units  Estimated Accuracy
 GU4234;SPC CA 3     -   550,880.    1,881,510.      MT  (+/- 180 meters Scaled)
 GU4234
 GU4234                          SUPERSEDED SURVEY CONTROL
 GU4234
 GU4234  NGVD 29 (10/21/93)   39.889  (m)          130.87   (f) ADJUSTED    1 2
 GU4234
 GU4234.Superseded values are not recommended for survey control.
 GU4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4234.See file dsdata.txt to determine how the superseded data were derived.
 GU4234
 GU4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF041900(NAD 83)
 GU4234_MARKER: DD = SURVEY DISK
 GU4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4234_SP_SET: CONCRETE POST
 GU4234_STAMPING: B.M. 130.54 LVR.3
 GU4234_MARK LOGO: CA-087
 GU4234_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4234+STABILITY: SURFACE MOTION
 GU4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4234+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GU4234
 GU4234  HISTORY     - Date     Condition        Report By
 GU4234  HISTORY     - UNK      MONUMENTED       CA-087
 GU4234  HISTORY     - 19900418 GOOD             NGS
 GU4234
 GU4234                          STATION DESCRIPTION
 GU4234
 GU4234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4234'0.9 KM (0.6 MI) NORTHWESTERLY ALONG FREEDOM BOULEVARD FROM ITS
 GU4234'JUNCTION WITH GREEN VALLEY ROAD IN FREEDOM, THENCE 2.7 KM (1.7 MI)
 GU4234'WESTERLY ALONG BUENA VISTA DRIVE, THENCE 2.50 KM (1.55 MI) WESTERLY
 GU4234'ALONG LARKIN VALLEY ROAD, 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF
 GU4234'THE ROAD, 5.5 M (18.0 FT) WEST OF A DRIVEWAY AT 751 LARKIN VALLEY
 GU4234'ROAD, 1.4 M (4.6 FT) NORTHWEST OF A FENCE CORNER, AND 0.6 M (2.0 FT)
 GU4234'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1529 ***********************************************************************
 HS1529  DESIGNATION -  130.79
 HS1529  PID         -  HS1529
 HS1529  STATE/COUNTY-  CA/MERCED
 HS1529  USGS QUAD   -  TURLOCK (1976)
 HS1529
 HS1529                         *CURRENT SURVEY CONTROL
 HS1529  ___________________________________________________________________
 HS1529* NAD 83(1986)-  37 26 41.     (N)    120 47 25.     (W)     SCALED    
 HS1529* NAVD 88     -        36.00   (+/-2cm)     118.1    (feet)  VERTCON   
 HS1529  ___________________________________________________________________
 HS1529  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HS1529  VERT ORDER  -  THIRD (See Below)
 HS1529
 HS1529.The horizontal coordinates were scaled from a topographic map and have
 HS1529.an estimated accuracy of +/- 6 seconds.
 HS1529
 HS1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1529.The vertical order pertains to the NGVD 29 superseded value.
 HS1529
 HS1529.The geoid height was determined by GEOID03.
 HS1529
 HS1529;                    North         East    Units  Estimated Accuracy
 HS1529;SPC CA 3     -   604,890.    1,974,320.      MT  (+/- 180 meters Scaled)
 HS1529
 HS1529                          SUPERSEDED SURVEY CONTROL
 HS1529
 HS1529  NGVD 29 (??/??/??)   35.29   (m)          115.8    (f) RESET       3  
 HS1529
 HS1529.Superseded values are not recommended for survey control.
 HS1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1529.See file dsdata.txt to determine how the superseded data were derived.
 HS1529
 HS1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG954465(NAD 83)
 HS1529_MARKER: DD = SURVEY DISK
 HS1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1529_SP_SET: CULVERT
 HS1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1529
 HS1529  HISTORY     - Date     Condition        Report By
 HS1529  HISTORY     - UNK      MONUMENTED       TID
 HS1529  HISTORY     - 1958     GOOD             NGS
 HS1529  HISTORY     - 1978     MARK NOT FOUND   CADT
 HS1529  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS1529
 HS1529                          STATION DESCRIPTION
 HS1529
 HS1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1529'1 MI NW FROM DELHI.
 HS1529'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1529'FROM THE STATION AT DELHI, IN R11E T6S S5, 5 1/2 POLES NORTHWEST
 HS1529'OF MILEPOST 131, AT THE CROSSING OF THE TURLOCK CANAL, AT TRIPLE
 HS1529'48-INCH CONCRETE PIPE CULVERT 130.79, IN THE TOP OF THE NORTHWEST
 HS1529'END OF THE NORTHEAST CONCRETE HEAD WALL, 22.0 FEET NORTHEAST OF
 HS1529'THE NORTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 HS1529
 HS1529                          STATION RECOVERY (1978)
 HS1529
 HS1529'RECOVERY NOTE BY CALTRANS 1978
 HS1529'MARK NOT FOUND.
 HS1529
 HS1529                          STATION RECOVERY (1988)
 HS1529
 HS1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1529'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1354 ***********************************************************************
 GU1354  DESIGNATION -  130.81 L USBR
 GU1354  PID         -  GU1354
 GU1354  STATE/COUNTY-  CA/FRESNO
 GU1354  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1354
 GU1354                         *CURRENT SURVEY CONTROL
 GU1354  ___________________________________________________________________
 GU1354* NAD 83(1986)-  36 28 55.     (N)    120 19 16.     (W)     SCALED    
 GU1354* NAVD 88     -       101.73   (+/-2cm)     333.8    (feet)  VERTCON   
 GU1354  ___________________________________________________________________
 GU1354  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU1354  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1354
 GU1354.The horizontal coordinates were scaled from a topographic map and have
 GU1354.an estimated accuracy of +/- 6 seconds.
 GU1354
 GU1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1354.The vertical order pertains to the NGVD 29 superseded value.
 GU1354
 GU1354.The geoid height was determined by GEOID03.
 GU1354
 GU1354;                    North         East    Units  Estimated Accuracy
 GU1354;SPC CA 4     -   628,270.    1,881,620.      MT  (+/- 180 meters Scaled)
 GU1354
 GU1354                          SUPERSEDED SURVEY CONTROL
 GU1354
 GU1354  NGVD 29 (??/??/92)  100.877  (m)          330.96   (f) ADJ UNCH    1 1
 GU1354
 GU1354.Superseded values are not recommended for survey control.
 GU1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1354.See file dsdata.txt to determine how the superseded data were derived.
 GU1354
 GU1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF399407(NAD 83)
 GU1354_MARKER: DD = SURVEY DISK
 GU1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU1354_SP_SET: BRIDGE
 GU1354_STAMPING: 130.81 L
 GU1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1354
 GU1354  HISTORY     - Date     Condition        Report By
 GU1354  HISTORY     - UNK      MONUMENTED       BOR
 GU1354  HISTORY     - 1969     GOOD             NGS
 GU1354  HISTORY     - 1971     GOOD             NGS
 GU1354
 GU1354                          STATION DESCRIPTION
 GU1354
 GU1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU1354'44 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1354'44.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1354'AMIGOS PUMP PLANT, IN R16E T17S, SECTION 3, IN THE TOP AND 4.3
 GU1354'FEET NORTH OF THE SOUTH END OF THE NORTHWEST CONCRETE WING WALL
 GU1354'OF SAN MATEO AVENUE BRIDGE OVER THE AQUEDUCT, 14 FEET WEST OF THE
 GU1354'CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 GU1354
 GU1354                          STATION RECOVERY (1971)
 GU1354
 GU1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1352 ***********************************************************************
 GU1352  DESIGNATION -  130.85 L USBR
 GU1352  PID         -  GU1352
 GU1352  STATE/COUNTY-  CA/FRESNO
 GU1352  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1352
 GU1352                         *CURRENT SURVEY CONTROL
 GU1352  ___________________________________________________________________
 GU1352* NAD 83(1986)-  36 28 54.     (N)    120 19 12.     (W)     SCALED    
 GU1352* NAVD 88     -        99.63   (+/-2cm)     326.9    (feet)  VERTCON   
 GU1352  ___________________________________________________________________
 GU1352  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU1352  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1352
 GU1352.The horizontal coordinates were scaled from a topographic map and have
 GU1352.an estimated accuracy of +/- 6 seconds.
 GU1352
 GU1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1352.The vertical order pertains to the NGVD 29 superseded value.
 GU1352
 GU1352.The geoid height was determined by GEOID03.
 GU1352
 GU1352;                    North         East    Units  Estimated Accuracy
 GU1352;SPC CA 4     -   628,230.    1,881,720.      MT  (+/- 180 meters Scaled)
 GU1352
 GU1352                          SUPERSEDED SURVEY CONTROL
 GU1352
 GU1352  NGVD 29 (??/??/92)   98.778  (m)          324.07   (f) ADJ UNCH    1 1
 GU1352
 GU1352.Superseded values are not recommended for survey control.
 GU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1352.See file dsdata.txt to determine how the superseded data were derived.
 GU1352
 GU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF400407(NAD 83)
 GU1352_MARKER: DD = SURVEY DISK
 GU1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1352_SP_SET: CONCRETE TURNOUT
 GU1352_STAMPING: 130.85 L
 GU1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1352
 GU1352  HISTORY     - Date     Condition        Report By
 GU1352  HISTORY     - UNK      MONUMENTED       BOR
 GU1352  HISTORY     - 1967     GOOD             NGS
 GU1352  HISTORY     - 1971     GOOD             NGS
 GU1352
 GU1352                          STATION DESCRIPTION
 GU1352
 GU1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1352'44.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1352'44.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1352'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 2, 0.05 MILE SOUTHEAST
 GU1352'OF THE NORTH END OF SAN MATEO AVENUE BRIDGE OVER THE AQUEDUCT,
 GU1352'IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE ON THE
 GU1352'NORTHEAST LEVEE, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1352'NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 GU1352'THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN
 GU1352'THE ROAD.
 GU1352
 GU1352                          STATION RECOVERY (1971)
 GU1352
 GU1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4121 ***********************************************************************
 EW4121  DESIGNATION -  1303 RESET
 EW4121  PID         -  EW4121
 EW4121  STATE/COUNTY-  CA/LOS ANGELES
 EW4121  USGS QUAD   -  MALIBU BEACH (1995)
 EW4121
 EW4121                         *CURRENT SURVEY CONTROL
 EW4121  ___________________________________________________________________
 EW4121* NAD 83(1986)-  34 02 01.     (N)    118 44 01.     (W)     SCALED    
 EW4121* NAVD 88     -         5.863  (meters)      19.24   (feet)  READJUSTED
 EW4121  ___________________________________________________________________
 EW4121  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 EW4121  DYNAMIC HT  -           5.860 (meters)      19.23  (feet)  COMP
 EW4121  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 EW4121
 EW4121  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 EW4121
 EW4121.The horizontal coordinates were scaled from a topographic map and have
 EW4121.an estimated accuracy of +/- 6 seconds.
 EW4121
 EW4121.The orthometric height was determined by differential leveling
 EW4121.and adjusted in February 1993.
 EW4121.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 EW4121.distribution rate of 3.1 thru 4.0 mm/km.
 EW4121.The height was derived from older observations constrained to new
 EW4121.heights in a crustal motion area.  The height is approximate in
 EW4121.relation to other heights in its vicinity.
 EW4121
 EW4121.The geoid height was determined by GEOID03.
 EW4121
 EW4121.The dynamic height is computed by dividing the NAVD 88
 EW4121.geopotential number by the normal gravity value computed on the
 EW4121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4121.degrees latitude (g = 980.6199 gals.).
 EW4121
 EW4121.The modeled gravity was interpolated from observed gravity values.
 EW4121
 EW4121;                    North         East    Units  Estimated Accuracy
 EW4121;SPC CA 5     -   559,440.    1,932,250.      MT  (+/- 180 meters Scaled)
 EW4121
 EW4121                          SUPERSEDED SURVEY CONTROL
 EW4121
 EW4121  NGVD 29 (??/??/92)    5.099  (m)           16.73   (f) ADJ UNCH    1 1
 EW4121
 EW4121.Superseded values are not recommended for survey control.
 EW4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4121.See file dsdata.txt to determine how the superseded data were derived.
 EW4121
 EW4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT399672(NAD 83)
 EW4121_MARKER: P = PIPE CAP
 EW4121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4121_SP_SET: BRIDGE SIDEWALK
 EW4121_STAMPING: U S 1303 RESET 1938
 EW4121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4121
 EW4121  HISTORY     - Date     Condition        Report By
 EW4121  HISTORY     - 1938     MONUMENTED       CA-037
 EW4121  HISTORY     - 1968     GOOD             NGS
 EW4121  HISTORY     - 1970     GOOD             NGS
 EW4121  HISTORY     - 1977     GOOD             NGS
 EW4121  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4121
 EW4121                          STATION DESCRIPTION
 EW4121
 EW4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW4121'14.8 MI W FROM SANTA MONICA.
 EW4121'14.85 MILES WEST ALONG STATE HIGHWAY 1 FROM THE OVERHEAD CROSSING
 EW4121'OF COLORADO BRIDGE 53-08, IN THE TOP AND 0.9 FOOT WEST OF THE
 EW4121'EAST END OF THE NORTH SIDEWALK OF CONCRETE BRIDGE 53-31 OVER
 EW4121'CORRAL CREEK, 28 FEET NORTH OF THE NORTH LANES OF THE HIGHWAY
 EW4121'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 EW4121
 EW4121                          STATION RECOVERY (1970)
 EW4121
 EW4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EW4121'RECOVERED IN GOOD CONDITION.
 EW4121
 EW4121                          STATION RECOVERY (1977)
 EW4121
 EW4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4121'RECOVERED IN GOOD CONDITION.
 EW4121
 EW4121                          STATION RECOVERY (1989)
 EW4121
 EW4121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4121'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1731 ***********************************************************************
 DX1731  DESIGNATION -  1305
 DX1731  PID         -  DX1731
 DX1731  STATE/COUNTY-  CA/RIVERSIDE
 DX1731  USGS QUAD   -  LAKE ELSINORE (1988)
 DX1731
 DX1731                         *CURRENT SURVEY CONTROL
 DX1731  ___________________________________________________________________
 DX1731* NAD 83(1986)-  33 40 01.     (N)    117 19 40.     (W)     SCALED    
 DX1731* NAVD 88     -       398.85   (+/-2cm)    1308.6    (feet)  VERTCON   
 DX1731  ___________________________________________________________________
 DX1731  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DX1731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1731
 DX1731.The horizontal coordinates were scaled from a topographic map and have
 DX1731.an estimated accuracy of +/- 6 seconds.
 DX1731
 DX1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1731.The vertical order pertains to the NGVD 29 superseded value.
 DX1731
 DX1731.The geoid height was determined by GEOID03.
 DX1731
 DX1731;                    North         East    Units  Estimated Accuracy
 DX1731;SPC CA 6     -   666,900.    1,900,050.      MT  (+/- 180 meters Scaled)
 DX1731
 DX1731                          SUPERSEDED SURVEY CONTROL
 DX1731
 DX1731  NGVD 29 (??/??/??)  398.093  (m)         1306.08   (f) ADJUSTED    2 0
 DX1731
 DX1731.Superseded values are not recommended for survey control.
 DX1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1731.See file dsdata.txt to determine how the superseded data were derived.
 DX1731
 DX1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT696252(NAD 83)
 DX1731_MARKER: DD = SURVEY DISK
 DX1731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1731_SP_SET: BUILDING
 DX1731_STAMPING: 1305
 DX1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1731
 DX1731  HISTORY     - Date     Condition        Report By
 DX1731  HISTORY     - UNK      MONUMENTED       USGS
 DX1731  HISTORY     - 1935     GOOD             NGS
 DX1731  HISTORY     - 1958     GOOD             NGS
 DX1731
 DX1731                          STATION DESCRIPTION
 DX1731
 DX1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1731'AT ELSINORE.
 DX1731'AT ELSINORE, RIVERSIDE COUNTY, AT THE SOUTHEAST CORNER OF THE
 DX1731'INTERSECTION OF SOUTH MAIN STREET AND PROSPECT STREET, AT HOT
 DX1731'SPRINGS HOTEL, IN THE BRICK WALL AT THE NORTHEAST CORNER OF THE
 DX1731'BUILDING, ON THE WEST SIDE OF THE DOOR, AND 3.7 FEET ABOVE THE
 DX1731'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DX1731'STAMPED 1305 AND SET VERTICALLY.
 DX1731
 DX1731                          STATION RECOVERY (1958)
 DX1731
 DX1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3310 ***********************************************************************
 AH3310  DESIGNATION -  1305 1
 AH3310  PID         -  AH3310
 AH3310  STATE/COUNTY-  CA/LOS ANGELES
 AH3310  USGS QUAD   -  BURBANK (1994)
 AH3310
 AH3310                         *CURRENT SURVEY CONTROL
 AH3310  ___________________________________________________________________
 AH3310* NAD 83(1986)-  34 09 42.     (N)    118 19 49.     (W)     SCALED    
 AH3310* NAVD 88     -       162.452  (meters)     532.98   (feet)  ADJUSTED  
 AH3310  ___________________________________________________________________
 AH3310  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AH3310  DYNAMIC HT  -         162.282 (meters)     532.42  (feet)  COMP
 AH3310  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 AH3310
 AH3310  VERT ORDER  -  FIRST     CLASS II
 AH3310
 AH3310.The horizontal coordinates were scaled from a topographic map and have
 AH3310.an estimated accuracy of +/- 6 seconds.
 AH3310
 AH3310.The orthometric height was determined by differential leveling
 AH3310.and adjusted in May 1999.
 AH3310
 AH3310.The geoid height was determined by GEOID03.
 AH3310
 AH3310.The dynamic height is computed by dividing the NAVD 88
 AH3310.geopotential number by the normal gravity value computed on the
 AH3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3310.degrees latitude (g = 980.6199 gals.).
 AH3310
 AH3310.The modeled gravity was interpolated from observed gravity values.
 AH3310
 AH3310;                    North         East    Units  Estimated Accuracy
 AH3310;SPC CA 5     -   573,450.    1,969,550.      MT  (+/- 180 meters Scaled)
 AH3310
 AH3310                          SUPERSEDED SURVEY CONTROL
 AH3310
 AH3310.No superseded survey control is available for this station.
 AH3310
 AH3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773808(NAD 83)
 AH3310_MARKER: DB = BENCH MARK DISK
 AH3310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3310_SP_SET: CATCH BASIN
 AH3310_STAMPING: CITY OF BURBANK BM 1305-1
 AH3310_MARK LOGO: CA0480
 AH3310_PROJECTION: FLUSH
 AH3310_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3310+STABILITY: SURFACE MOTION
 AH3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3310+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 AH3310
 AH3310  HISTORY     - Date     Condition        Report By
 AH3310  HISTORY     - UNK      MONUMENTED       CA0480
 AH3310  HISTORY     - 19970421 GOOD             MWDSC
 AH3310
 AH3310                          STATION DESCRIPTION
 AH3310
 AH3310'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3310'IN THE CITY OF BURBANK, IN THE NORTHEAST CORNER OF FREDERIC STREET AND
 AH3310'OAK STREET, 13.6 M (44.6 FT) EASTERLY OF THE CENTERLINE OF FREDERIC
 AH3310'STREET AND 6.7 M (22.0 FT) NORTHERLY OF THE CENTERLINE OF OAK STREET,
 AH3310'STATION IS IN THE NORTHEASTERLY CORNER OF AN 1.2 M (3.9 FT) BY 3.4 M
 AH3310'(11.2 FT) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4160 ***********************************************************************
 EW4160  DESIGNATION -  1307 RESET
 EW4160  PID         -  EW4160
 EW4160  STATE/COUNTY-  CA/LOS ANGELES
 EW4160  USGS QUAD   -  POINT DUME (1995)
 EW4160
 EW4160                         *CURRENT SURVEY CONTROL
 EW4160  ___________________________________________________________________
 EW4160* NAD 83(1986)-  34 01 33.     (N)    118 45 56.     (W)     SCALED    
 EW4160* NAVD 88     -         6.006  (meters)      19.70   (feet)  ADJUSTED  
 EW4160  ___________________________________________________________________
 EW4160  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 EW4160  DYNAMIC HT  -           6.000 (meters)      19.68  (feet)  COMP
 EW4160  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 EW4160
 EW4160  VERT ORDER  -  FIRST     CLASS I
 EW4160
 EW4160.The horizontal coordinates were scaled from a topographic map and have
 EW4160.an estimated accuracy of +/- 6 seconds.
 EW4160
 EW4160.The orthometric height was determined by differential leveling
 EW4160.and adjusted in June 1991.
 EW4160
 EW4160.The geoid height was determined by GEOID03.
 EW4160
 EW4160.The dynamic height is computed by dividing the NAVD 88
 EW4160.geopotential number by the normal gravity value computed on the
 EW4160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4160.degrees latitude (g = 980.6199 gals.).
 EW4160
 EW4160.The modeled gravity was interpolated from observed gravity values.
 EW4160
 EW4160;                    North         East    Units  Estimated Accuracy
 EW4160;SPC CA 5     -   558,600.    1,929,300.      MT  (+/- 180 meters Scaled)
 EW4160
 EW4160                          SUPERSEDED SURVEY CONTROL
 EW4160
 EW4160  NGVD 29 (??/??/92)    5.245  (m)           17.21   (f) ADJ UNCH    1 1
 EW4160
 EW4160.Superseded values are not recommended for survey control.
 EW4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4160.See file dsdata.txt to determine how the superseded data were derived.
 EW4160
 EW4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT369664(NAD 83)
 EW4160_MARKER: DB = BENCH MARK DISK
 EW4160_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4160_SP_SET: CURB
 EW4160_STAMPING: 1307 RESET 1938 RE 1277
 EW4160_MARK LOGO: CA-037
 EW4160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4160+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 EW4160
 EW4160  HISTORY     - Date     Condition        Report By
 EW4160  HISTORY     - 1938     MONUMENTED       CA-037
 EW4160  HISTORY     - 1968     GOOD             NGS
 EW4160  HISTORY     - 1970     GOOD             NGS
 EW4160  HISTORY     - 1977     GOOD             NGS
 EW4160  HISTORY     - 19890511 GOOD             NGS
 EW4160
 EW4160                          STATION DESCRIPTION
 EW4160
 EW4160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW4160'16.8 MI W FROM SANTA MONICA.
 EW4160'16.8 MILES WEST ALONG STATE HIGHWAY 1 FROM THE OVERHEAD CROSSING
 EW4160'OF COLORADO AVENUE BRIDGE 53-08 AT SANTA MONICA, IN THE TOP AND
 EW4160'2.9 FEET WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF
 EW4160'BRIDGE 53-29 OVER ESCONDIDO CREEK, 27 FEET NORTH OF THE
 EW4160'CENTERLINE OF THE NORTH LANES OF THE HIGHWAY, AND 0.5 FOOT EAST
 EW4160'OF BENCH MARK Y 576.
 EW4160
 EW4160                          STATION RECOVERY (1970)
 EW4160
 EW4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EW4160'RECOVERED IN GOOD CONDITION.
 EW4160
 EW4160                          STATION RECOVERY (1977)
 EW4160
 EW4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4160'RECOVERED IN GOOD CONDITION.
 EW4160
 EW4160                          STATION RECOVERY (1989)
 EW4160
 EW4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0150 ***********************************************************************
 LU0150  DESIGNATION -  1307.53
 LU0150  PID         -  LU0150
 LU0150  STATE/COUNTY-  CA/SHASTA
 LU0150  USGS QUAD   -  O'BRIEN (1990)
 LU0150
 LU0150                         *CURRENT SURVEY CONTROL
 LU0150  ___________________________________________________________________
 LU0150* NAD 83(1986)-  40 46 28.     (N)    122 18 51.     (W)     SCALED    
 LU0150* NAVD 88     -       399.450  (meters)    1310.53   (feet)  ADJUSTED  
 LU0150  ___________________________________________________________________
 LU0150  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 LU0150  DYNAMIC HT  -         399.237 (meters)    1309.83  (feet)  COMP
 LU0150  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 LU0150
 LU0150  VERT ORDER  -  FIRST     CLASS II
 LU0150
 LU0150.The horizontal coordinates were scaled from a topographic map and have
 LU0150.an estimated accuracy of +/- 6 seconds.
 LU0150
 LU0150.The orthometric height was determined by differential leveling
 LU0150.and adjusted in June 1991.
 LU0150
 LU0150.The geoid height was determined by GEOID03.
 LU0150
 LU0150.The dynamic height is computed by dividing the NAVD 88
 LU0150.geopotential number by the normal gravity value computed on the
 LU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0150.degrees latitude (g = 980.6199 gals.).
 LU0150
 LU0150.The modeled gravity was interpolated from observed gravity values.
 LU0150
 LU0150;                    North         East    Units  Estimated Accuracy
 LU0150;SPC CA 1     -   660,060.    1,973,480.      MT  (+/- 180 meters Scaled)
 LU0150
 LU0150                          SUPERSEDED SURVEY CONTROL
 LU0150
 LU0150  NGVD 29 (??/??/56)  398.638  (m)         1307.86   (f) ADJ UNCH    1 2
 LU0150
 LU0150.Superseded values are not recommended for survey control.
 LU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0150.See file dsdata.txt to determine how the superseded data were derived.
 LU0150
 LU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL578139(NAD 83)
 LU0150_MARKER: DD = SURVEY DISK
 LU0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0150_SP_SET: CULVERT
 LU0150_STAMPING: 1307.53
 LU0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0150
 LU0150  HISTORY     - Date     Condition        Report By
 LU0150  HISTORY     - UNK      MONUMENTED       CADH
 LU0150  HISTORY     - 1943     GOOD             NGS
 LU0150  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0150
 LU0150                          STATION DESCRIPTION
 LU0150
 LU0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0150'7.3 MI N FROM PROJECT CITY.
 LU0150'7.3 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0150'PROJECT CITY, SHASTA COUNTY, 9 FEET WEST OF WOODEN HIGHWAY
 LU0150'MARKER B 878+98, AT A CONCRETE CULVERT, IN THE TOP OF THE
 LU0150'SOUTHEAST HEADWALL, AND 27 FEET WEST OF THE CENTERLINE
 LU0150'OF THE HIGHWAY.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 LU0150'DISK, STAMPED 1307.53.
 LU0150
 LU0150                          STATION RECOVERY (1988)
 LU0150
 LU0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0150'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0952 ***********************************************************************
 HS0952  DESIGNATION -  1308
 HS0952  PID         -  HS0952
 HS0952  STATE/COUNTY-  CA/TUOLUMNE
 HS0952  USGS QUAD   -  MOCCASIN (1987)
 HS0952
 HS0952                         *CURRENT SURVEY CONTROL
 HS0952  ___________________________________________________________________
 HS0952* NAD 83(1986)-  37 48 40.     (N)    120 17 40.     (W)     SCALED    
 HS0952* NAVD 88     -       400.30   (+/-2cm)    1313.3    (feet)  VERTCON   
 HS0952  ___________________________________________________________________
 HS0952  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HS0952  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0952
 HS0952.The horizontal coordinates were scaled from a topographic map and have
 HS0952.an estimated accuracy of +/- 6 seconds.
 HS0952
 HS0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0952.The vertical order pertains to the NGVD 29 superseded value.
 HS0952
 HS0952.The geoid height was determined by GEOID03.
 HS0952
 HS0952;                    North         East    Units  Estimated Accuracy
 HS0952;SPC CA 3     -   645,530.    2,018,100.      MT  (+/- 180 meters Scaled)
 HS0952
 HS0952                          SUPERSEDED SURVEY CONTROL
 HS0952
 HS0952  NGVD 29 (??/??/92)  399.547  (m)         1310.85   (f) ADJ UNCH    1 2
 HS0952
 HS0952.Superseded values are not recommended for survey control.
 HS0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0952.See file dsdata.txt to determine how the superseded data were derived.
 HS0952
 HS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG381883(NAD 83)
 HS0952_MARKER: DD = SURVEY DISK
 HS0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0952_SP_SET: ANCHOR BLOCK
 HS0952_STAMPING: 1308 648
 HS0952_MARK LOGO: CA3290
 HS0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0952
 HS0952  HISTORY     - Date     Condition        Report By
 HS0952  HISTORY     - UNK      MONUMENTED       CA3290
 HS0952  HISTORY     - 1956     GOOD             CGS
 HS0952
 HS0952                          STATION DESCRIPTION
 HS0952
 HS0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0952'0.3 MI E FROM MOCCASIN.
 HS0952'0.32 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0952'THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST CORNER
 HS0952'OF THE FIFTH CONCRETE ANCHOR BLOCK EAST OF THE POWERHOUSE,
 HS0952'AND ABOUT 6 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1522 ***********************************************************************
 DX1522  DESIGNATION -  1309
 DX1522  PID         -  DX1522
 DX1522  STATE/COUNTY-  CA/RIVERSIDE
 DX1522  USGS QUAD   -  MURRIETA (1979)
 DX1522
 DX1522                         *CURRENT SURVEY CONTROL
 DX1522  ___________________________________________________________________
 DX1522* NAD 83(1986)-  33 33 40.     (N)    117 08 17.     (W)     SCALED    
 DX1522* NAVD 88     -       400.04   (+/-2cm)    1312.5    (feet)  VERTCON   
 DX1522  ___________________________________________________________________
 DX1522  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DX1522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1522
 DX1522.The horizontal coordinates were scaled from a topographic map and have
 DX1522.an estimated accuracy of +/- 6 seconds.
 DX1522
 DX1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1522.The vertical order pertains to the NGVD 29 superseded value.
 DX1522
 DX1522.The geoid height was determined by GEOID03.
 DX1522
 DX1522;                    North         East    Units  Estimated Accuracy
 DX1522;SPC CA 6     -   655,000.    1,917,540.      MT  (+/- 180 meters Scaled)
 DX1522
 DX1522                          SUPERSEDED SURVEY CONTROL
 DX1522
 DX1522  NGVD 29 (??/??/??)  399.332  (m)         1310.14   (f) ADJUSTED    2 0
 DX1522
 DX1522.Superseded values are not recommended for survey control.
 DX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1522.See file dsdata.txt to determine how the superseded data were derived.
 DX1522
 DX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT871135(NAD 83)
 DX1522_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DX1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1522_STAMPING: 1309 SEA
 DX1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1522+STABILITY: SURFACE MOTION
 DX1522
 DX1522  HISTORY     - Date     Condition        Report By
 DX1522  HISTORY     - UNK      MONUMENTED       USGS
 DX1522  HISTORY     - 1935     GOOD             NGS
 DX1522
 DX1522                          STATION DESCRIPTION
 DX1522
 DX1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1522'5.4 MI NE FROM TEMECULA.
 DX1522'2.2 MILES NORTH ALONG U.S. HIGHWAY 395 FROM TEMECULA, RIVERSIDE
 DX1522'COUNTY, THENCE 3.2 MILES NORTHEAST ALONG THE WINCHESTER ROAD,
 DX1522'NEAR THE RANGE LINE EAST OF SECTION 13, AT THE TOP OF A LONG
 DX1522'HILL, 52 YARDS SOUTHEAST OF POWER POLE 125482, 114 FEET EAST OF
 DX1522'THE CENTERLINE OF THE MAIN ROAD, AND 12 FEET EAST OF THE
 DX1522'CENTERLINE OF AN OLD ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 DX1522'STANDARD CAP, STAMPED 1309 SEA AND RIVETED ON THE TOP OF A
 DX1522'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1409 ***********************************************************************
 JS1409  DESIGNATION -  131 B USGS
 JS1409  PID         -  JS1409
 JS1409  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1409  USGS QUAD   -  CLEMENTS (1993)
 JS1409
 JS1409                         *CURRENT SURVEY CONTROL
 JS1409  ___________________________________________________________________
 JS1409* NAD 83(1986)-  38 11 28.     (N)    121 05 18.     (W)     SCALED    
 JS1409* NAVD 88     -        40.69   (+/-2cm)     133.5    (feet)  VERTCON   
 JS1409  ___________________________________________________________________
 JS1409  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JS1409  VERT ORDER  -  THIRD (See Below)
 JS1409
 JS1409.The horizontal coordinates were scaled from a topographic map and have
 JS1409.an estimated accuracy of +/- 6 seconds.
 JS1409
 JS1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1409.The vertical order pertains to the NGVD 29 superseded value.
 JS1409
 JS1409.The geoid height was determined by GEOID03.
 JS1409
 JS1409;                    North         East    Units  Estimated Accuracy
 JS1409;SPC CA 3     -   687,850.    1,948,460.      MT  (+/- 180 meters Scaled)
 JS1409
 JS1409                          SUPERSEDED SURVEY CONTROL
 JS1409
 JS1409  NGVD 29 (??/??/??)   39.98   (m)          131.2    (f) RESET       3  
 JS1409
 JS1409.Superseded values are not recommended for survey control.
 JS1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1409.See file dsdata.txt to determine how the superseded data were derived.
 JS1409
 JS1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH674287(NAD 83)
 JS1409_MARKER: DD = SURVEY DISK
 JS1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1409_SP_SET: DOOR COLUMN
 JS1409_STAMPING: 131 B 07 11
 JS1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1409
 JS1409  HISTORY     - Date     Condition        Report By
 JS1409  HISTORY     - UNK      MONUMENTED       USGS
 JS1409  HISTORY     - 1963     GOOD             NGS
 JS1409  HISTORY     - 1987     POOR             USPSQD
 JS1409
 JS1409                          STATION DESCRIPTION
 JS1409
 JS1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JS1409'AT CLEMENTS.
 JS1409'AT CLEMENTS, 0.1 MILE WEST ALONG STATE HIGHWAY 88 FROM THE POST
 JS1409'OFFICE, BETWEEN SECOND AND THIRD STREETS, AT THE RED AND WHITE
 JS1409'GROCERY STORE, SET VERTICALLY IN THE SOUTH FACE OF THE WEST
 JS1409'CONCRETE DOOR COLUMN.
 JS1409
 JS1409                          STATION RECOVERY (1987)
 JS1409
 JS1409'RECOVERY NOTE BY US POWER SQUADRON 1987 (ID)
 JS1409'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0902 ***********************************************************************
 JS0902  DESIGNATION -  131 BBL
 JS0902  PID         -  JS0902
 JS0902  STATE/COUNTY-  CA/PLACER
 JS0902  USGS QUAD   -  ROSEVILLE (1992)
 JS0902
 JS0902                         *CURRENT SURVEY CONTROL
 JS0902  ___________________________________________________________________
 JS0902* NAD 83(1986)-  38 47 32.     (N)    121 18 30.     (W)     SCALED    
 JS0902* NAVD 88     -        40.960  (meters)     134.38   (feet)  ADJUSTED  
 JS0902  ___________________________________________________________________
 JS0902  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JS0902  DYNAMIC HT  -          40.933 (meters)     134.29  (feet)  COMP
 JS0902  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 JS0902
 JS0902  VERT ORDER  -  FIRST     CLASS II
 JS0902
 JS0902.The horizontal coordinates were scaled from a topographic map and have
 JS0902.an estimated accuracy of +/- 6 seconds.
 JS0902
 JS0902.The orthometric height was determined by differential leveling
 JS0902.and adjusted in June 1991.
 JS0902
 JS0902.The geoid height was determined by GEOID03.
 JS0902
 JS0902.The dynamic height is computed by dividing the NAVD 88
 JS0902.geopotential number by the normal gravity value computed on the
 JS0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0902.degrees latitude (g = 980.6199 gals.).
 JS0902
 JS0902.The modeled gravity was interpolated from observed gravity values.
 JS0902
 JS0902;                    North         East    Units  Estimated Accuracy
 JS0902;SPC CA 2     -   625,170.    2,060,090.      MT  (+/- 180 meters Scaled)
 JS0902
 JS0902                          SUPERSEDED SURVEY CONTROL
 JS0902
 JS0902  NGVD 29 (??/??/??)   40.26   (m)          132.1    (f) RESET       3  
 JS0902
 JS0902.Superseded values are not recommended for survey control.
 JS0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0902.See file dsdata.txt to determine how the superseded data were derived.
 JS0902
 JS0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH469950(NAD 83)
 JS0902_MARKER: P = PIPE CAP
 JS0902_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0902_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0902_STAMPING: 132.014 131 B B L 1908
 JS0902_MARK LOGO: USGS  
 JS0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0902
 JS0902  HISTORY     - Date     Condition        Report By
 JS0902  HISTORY     - 1908     MONUMENTED       USGS
 JS0902  HISTORY     - 1949     GOOD             CGS
 JS0902  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JS0902  HISTORY     - 19880824 MARK NOT FOUND   NGS
 JS0902
 JS0902                          STATION DESCRIPTION
 JS0902
 JS0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0902'3.2 MI N FROM ROSEVILLE.
 JS0902'3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 JS0902'STATION AT ROSEVILLE, 0.15 MILE SOUTH OF A PRIVATE ROAD CROSSING,
 JS0902'54 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 43.8 FEET
 JS0902'EAST OF THE EAST RAIL, 16 1/2 FEET EAST OF MILEPOST 110, 2 FEET
 JS0902'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED
 JS0902'ON TOP OF A 3 1/2-IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JS0902
 JS0902                          STATION RECOVERY (1986)
 JS0902
 JS0902'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME)
 JS0902'MARK NOT FOUND.
 JS0902
 JS0902                          STATION RECOVERY (1988)
 JS0902
 JS0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3019 ***********************************************************************
 FU3019  DESIGNATION -  131 DWR
 FU3019  PID         -  FU3019
 FU3019  STATE/COUNTY-  CA/KINGS
 FU3019  USGS QUAD   -  LOS VIEJOS (1981)
 FU3019
 FU3019                         *CURRENT SURVEY CONTROL
 FU3019  ___________________________________________________________________
 FU3019* NAD 83(1986)-  35 52 36.     (N)    119 53 50.     (W)     SCALED    
 FU3019* NAVD 88     -       102.06   (+/-2cm)     334.8    (feet)  VERTCON   
 FU3019  ___________________________________________________________________
 FU3019  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 FU3019  VERT ORDER  -  THIRD (See Below)
 FU3019
 FU3019.The horizontal coordinates were scaled from a topographic map and have
 FU3019.an estimated accuracy of +/- 6 seconds.
 FU3019
 FU3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3019.The vertical order pertains to the NGVD 29 superseded value.
 FU3019
 FU3019.The geoid height was determined by GEOID03.
 FU3019
 FU3019;                    North         East    Units  Estimated Accuracy
 FU3019;SPC CA 4     -   560,670.    1,918,980.      MT  (+/- 180 meters Scaled)
 FU3019
 FU3019                          SUPERSEDED SURVEY CONTROL
 FU3019
 FU3019  NGVD 29 (??/??/??)  101.14   (m)          331.8    (f) RESET       3  
 FU3019
 FU3019.Superseded values are not recommended for survey control.
 FU3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3019.See file dsdata.txt to determine how the superseded data were derived.
 FU3019
 FU3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV384741(NAD 83)
 FU3019_MARKER: P = PIPE CAP
 FU3019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU3019_STAMPING: 34 35 3 2 T 23 S T 24 S R 19 E JMD COPS
 FU3019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3019
 FU3019  HISTORY     - Date     Condition        Report By
 FU3019  HISTORY     - UNK      MONUMENTED       CADWR
 FU3019  HISTORY     - 1964     GOOD             NGS
 FU3019  HISTORY     - 1966     GOOD             NGS
 FU3019
 FU3019                          STATION DESCRIPTION
 FU3019
 FU3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3019'10.9 MI S FROM KETTLEMAN CITY.
 FU3019'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3019'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3019'THENCE 1.0 MILE EAST ALONG A DIRT ROAD FOLLOWING A POWER LINE,
 FU3019'1.0 MILE EAST OF BENCH MARK AG 1 (DWR), AT A T FENCE JUNCTION,
 FU3019'43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.5 FEET NORTH
 FU3019'OF T FENCE POST, 1.6 FEET EAST OF FENCE, 2.8 FEET NORTH OF A
 FU3019'WITNESS POST, 99 FEET EAST OF THE FIRST POLE WEST OF FENCE
 FU3019'JUNCTION, ABOUT 1 FOOT HIGHER THAN THE ROAD, A CAP ON A 2-INCH
 FU3019'IRON PIPE WHICH PROJECTS 1.0 FOOT.
 FU3019
 FU3019                          STATION RECOVERY (1966)
 FU3019
 FU3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1350 ***********************************************************************
 GU1350  DESIGNATION -  131.33 L
 GU1350  PID         -  GU1350
 GU1350  STATE/COUNTY-  CA/FRESNO
 GU1350  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1350
 GU1350                         *CURRENT SURVEY CONTROL
 GU1350  ___________________________________________________________________
 GU1350* NAD 83(1986)-  36 28 30.     (N)    120 19 00.     (W)     SCALED    
 GU1350* NAVD 88     -       100.481  (meters)     329.66   (feet)  ADJUSTED  
 GU1350  ___________________________________________________________________
 GU1350  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GU1350  DYNAMIC HT  -         100.395 (meters)     329.38  (feet)  COMP
 GU1350  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 GU1350
 GU1350  VERT ORDER  -  FIRST     CLASS I
 GU1350
 GU1350.The horizontal coordinates were scaled from a topographic map and have
 GU1350.an estimated accuracy of +/- 6 seconds.
 GU1350
 GU1350.The orthometric height was determined by differential leveling
 GU1350.and adjusted in June 1991.
 GU1350
 GU1350.The geoid height was determined by GEOID03.
 GU1350
 GU1350.The dynamic height is computed by dividing the NAVD 88
 GU1350.geopotential number by the normal gravity value computed on the
 GU1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1350.degrees latitude (g = 980.6199 gals.).
 GU1350
 GU1350.The modeled gravity was interpolated from observed gravity values.
 GU1350
 GU1350;                    North         East    Units  Estimated Accuracy
 GU1350;SPC CA 4     -   627,490.    1,882,010.      MT  (+/- 180 meters Scaled)
 GU1350
 GU1350                          SUPERSEDED SURVEY CONTROL
 GU1350
 GU1350  NGVD 29 (??/??/92)   99.604  (m)          326.78   (f) ADJ UNCH    1 1
 GU1350
 GU1350.Superseded values are not recommended for survey control.
 GU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1350.See file dsdata.txt to determine how the superseded data were derived.
 GU1350
 GU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF404399(NAD 83)
 GU1350_MARKER: DD = SURVEY DISK
 GU1350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1350_SP_SET: CANAL LINING
 GU1350_STAMPING: 131.33 L
 GU1350_MARK LOGO: BOR   
 GU1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1350+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1350
 GU1350  HISTORY     - Date     Condition        Report By
 GU1350  HISTORY     - UNK      MONUMENTED       BOR
 GU1350  HISTORY     - 1972     GOOD             NGS
 GU1350  HISTORY     - 19890117 GOOD             NGS
 GU1350
 GU1350                          STATION DESCRIPTION
 GU1350
 GU1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1350'44.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1350'44.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1350'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU1350'THE AQUEDUCT, AT THE TOP AND CENTER OF A STEEL LADDER, AND ABOUT
 GU1350'LEVEL WITH THE NORTHEAST LEVEE ROAD.
 GU1350
 GU1350                          STATION RECOVERY (1989)
 GU1350
 GU1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0880 ***********************************************************************
 JS0880  DESIGNATION -  131.4
 JS0880  PID         -  JS0880
 JS0880  STATE/COUNTY-  CA/PLACER
 JS0880  USGS QUAD   -  LINCOLN (1981)
 JS0880
 JS0880                         *CURRENT SURVEY CONTROL
 JS0880  ___________________________________________________________________
 JS0880* NAD 83(1986)-  38 55 19.     (N)    121 19 55.     (W)     SCALED    
 JS0880* NAVD 88     -        40.789  (meters)     133.82   (feet)  ADJUSTED  
 JS0880  ___________________________________________________________________
 JS0880  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 JS0880  DYNAMIC HT  -          40.763 (meters)     133.74  (feet)  COMP
 JS0880  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JS0880
 JS0880  VERT ORDER  -  FIRST     CLASS II
 JS0880
 JS0880.The horizontal coordinates were scaled from a topographic map and have
 JS0880.an estimated accuracy of +/- 6 seconds.
 JS0880
 JS0880.The orthometric height was determined by differential leveling
 JS0880.and adjusted in June 1991.
 JS0880
 JS0880.The geoid height was determined by GEOID03.
 JS0880
 JS0880.The dynamic height is computed by dividing the NAVD 88
 JS0880.geopotential number by the normal gravity value computed on the
 JS0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0880.degrees latitude (g = 980.6199 gals.).
 JS0880
 JS0880.The modeled gravity was interpolated from observed gravity values.
 JS0880
 JS0880;                    North         East    Units  Estimated Accuracy
 JS0880;SPC CA 2     -   639,560.    2,057,930.      MT  (+/- 180 meters Scaled)
 JS0880
 JS0880                          SUPERSEDED SURVEY CONTROL
 JS0880
 JS0880  NGVD 29 (??/??/92)   40.077  (m)          131.49   (f) ADJ UNCH    1 2
 JS0880
 JS0880.Superseded values are not recommended for survey control.
 JS0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0880.See file dsdata.txt to determine how the superseded data were derived.
 JS0880
 JS0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ446094(NAD 83)
 JS0880_MARKER: Q = CHISELED SQUARE
 JS0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0880_SP_SET: CULVERT
 JS0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0880
 JS0880  HISTORY     - Date     Condition        Report By
 JS0880  HISTORY     - UNK      MONUMENTED       CGS
 JS0880  HISTORY     - 1949     GOOD             NGS
 JS0880  HISTORY     - 19861001 MARK NOT FOUND   USPSQD
 JS0880  HISTORY     - 19880823 MARK NOT FOUND   NGS
 JS0880
 JS0880                          STATION DESCRIPTION
 JS0880
 JS0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0880'3 MI NW FROM LINCOLN.
 JS0880'ABOUT 3.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS0880'FROM THE STATION AT LINCOLN, PLACER COUNTY, AT MILEPOST 120, ABOUT
 JS0880'80 FEET EAST OF THE TRACK, AND ON THE WEST HEAD WALL OF A
 JS0880'CONCRETE HIGHWAY CULVERT.  AN OUTLINED SQUARE.
 JS0880
 JS0880                          STATION RECOVERY (1986)
 JS0880
 JS0880'RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI)
 JS0880'MARK NOT FOUND.
 JS0880
 JS0880                          STATION RECOVERY (1988)
 JS0880
 JS0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1347 ***********************************************************************
 GU1347  DESIGNATION -  131.70 L USBR
 GU1347  PID         -  GU1347
 GU1347  STATE/COUNTY-  CA/FRESNO
 GU1347  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1347
 GU1347                         *CURRENT SURVEY CONTROL
 GU1347  ___________________________________________________________________
 GU1347* NAD 83(1986)-  36 28 14.     (N)    120 18 50.     (W)     SCALED    
 GU1347* NAVD 88     -        99.53   (+/-2cm)     326.5    (feet)  VERTCON   
 GU1347  ___________________________________________________________________
 GU1347  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GU1347  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1347
 GU1347.The horizontal coordinates were scaled from a topographic map and have
 GU1347.an estimated accuracy of +/- 6 seconds.
 GU1347
 GU1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1347.The vertical order pertains to the NGVD 29 superseded value.
 GU1347
 GU1347.The geoid height was determined by GEOID03.
 GU1347
 GU1347;                    North         East    Units  Estimated Accuracy
 GU1347;SPC CA 4     -   626,990.    1,882,250.      MT  (+/- 180 meters Scaled)
 GU1347
 GU1347                          SUPERSEDED SURVEY CONTROL
 GU1347
 GU1347  NGVD 29 (??/??/92)   98.666  (m)          323.71   (f) ADJ UNCH    1 1
 GU1347
 GU1347.Superseded values are not recommended for survey control.
 GU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1347.See file dsdata.txt to determine how the superseded data were derived.
 GU1347
 GU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF406394(NAD 83)
 GU1347_MARKER: DD = SURVEY DISK
 GU1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1347_SP_SET: CONCRETE TURNOUT
 GU1347_STAMPING: 131.70 L
 GU1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1347
 GU1347  HISTORY     - Date     Condition        Report By
 GU1347  HISTORY     - UNK      MONUMENTED       BOR
 GU1347  HISTORY     - 1967     GOOD             NGS
 GU1347  HISTORY     - 1971     GOOD             NGS
 GU1347
 GU1347                          STATION DESCRIPTION
 GU1347
 GU1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1347'45 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1347'44.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1347'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 11, IN THE TOP OF THE
 GU1347'CENTER OF A CONCRETE TURNOUT STRUCTURE ON THE NORTHEAST LEVEE,
 GU1347'26 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 GU1347'2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF
 GU1347'OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU1347
 GU1347                          STATION RECOVERY (1971)
 GU1347
 GU1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2039 ***********************************************************************
 HS2039  DESIGNATION -  131.880 SFHHWS
 HS2039  PID         -  HS2039
 HS2039  STATE/COUNTY-  CA/STANISLAUS
 HS2039  USGS QUAD   -  RIVERBANK (1987)
 HS2039
 HS2039                         *CURRENT SURVEY CONTROL
 HS2039  ___________________________________________________________________
 HS2039* NAD 83(1986)-  37 42 55.     (N)    120 56 10.     (W)     SCALED    
 HS2039* NAVD 88     -        41.53   (+/-2cm)     136.3    (feet)  VERTCON   
 HS2039  ___________________________________________________________________
 HS2039  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HS2039  VERT ORDER  -  THIRD (See Below)
 HS2039
 HS2039.The horizontal coordinates were scaled from a topographic map and have
 HS2039.an estimated accuracy of +/- 6 seconds.
 HS2039
 HS2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2039.The vertical order pertains to the NGVD 29 superseded value.
 HS2039
 HS2039.The geoid height was determined by GEOID03.
 HS2039
 HS2039;                    North         East    Units  Estimated Accuracy
 HS2039;SPC CA 3     -   634,960.    1,961,550.      MT  (+/- 180 meters Scaled)
 HS2039
 HS2039                          SUPERSEDED SURVEY CONTROL
 HS2039
 HS2039  NGVD 29 (??/??/??)   40.79   (m)          133.8    (f) RESET       3  
 HS2039
 HS2039.Superseded values are not recommended for survey control.
 HS2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2039.See file dsdata.txt to determine how the superseded data were derived.
 HS2039
 HS2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG819762(NAD 83)
 HS2039_MARKER: DD = SURVEY DISK
 HS2039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2039_SP_SET: FOOTING
 HS2039_STAMPING: 131.880
 HS2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2039
 HS2039  HISTORY     - Date     Condition        Report By
 HS2039  HISTORY     - UNK      MONUMENTED       HHWS
 HS2039  HISTORY     - 1934     GOOD             NGS
 HS2039
 HS2039                          STATION DESCRIPTION
 HS2039
 HS2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HS2039'1 MI S FROM RIVERBANK.
 HS2039'1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HS2039'RIVERBANK, AT THE HETCHY HETCHY POWER LINE CROSSING, AT THE
 HS2039'SECOND HIGH TENSION TOWER (359) WEST OF THE TRACK, AND AT THE
 HS2039'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOOTING.  NOTE-- THE
 HS2039'CENTER OF A 3-INCH BRONZE DISK, STAMPED 131.880.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4186 ***********************************************************************
 EW4186  DESIGNATION -  1312 RESET
 EW4186  PID         -  EW4186
 EW4186  STATE/COUNTY-  CA/LOS ANGELES
 EW4186  USGS QUAD   -  POINT DUME (1995)
 EW4186
 EW4186                         *CURRENT SURVEY CONTROL
 EW4186  ___________________________________________________________________
 EW4186* NAD 83(1986)-  34 01 02.     (N)    118 49 00.     (W)     SCALED    
 EW4186* NAVD 88     -         9.821  (meters)      32.22   (feet)  ADJUSTED  
 EW4186  ___________________________________________________________________
 EW4186  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EW4186  DYNAMIC HT  -           9.811 (meters)      32.19  (feet)  COMP
 EW4186  MODELED GRAV-     979,625.7   (mgal)                       NAVD 88
 EW4186
 EW4186  VERT ORDER  -  FIRST     CLASS I
 EW4186
 EW4186.The horizontal coordinates were scaled from a topographic map and have
 EW4186.an estimated accuracy of +/- 6 seconds.
 EW4186
 EW4186.The orthometric height was determined by differential leveling
 EW4186.and adjusted in June 1991.
 EW4186
 EW4186.The geoid height was determined by GEOID03.
 EW4186
 EW4186.The dynamic height is computed by dividing the NAVD 88
 EW4186.geopotential number by the normal gravity value computed on the
 EW4186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4186.degrees latitude (g = 980.6199 gals.).
 EW4186
 EW4186.The modeled gravity was interpolated from observed gravity values.
 EW4186
 EW4186;                    North         East    Units  Estimated Accuracy
 EW4186;SPC CA 5     -   557,680.    1,924,570.      MT  (+/- 180 meters Scaled)
 EW4186
 EW4186                          SUPERSEDED SURVEY CONTROL
 EW4186
 EW4186  NGVD 29 (??/??/92)    9.066  (m)           29.74   (f) ADJ UNCH    1 1
 EW4186
 EW4186.Superseded values are not recommended for survey control.
 EW4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4186.See file dsdata.txt to determine how the superseded data were derived.
 EW4186
 EW4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT322655(NAD 83)
 EW4186_MARKER: DB = BENCH MARK DISK
 EW4186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4186_SP_SET: SIDEWALK
 EW4186_STAMPING: BM 1312 RESET 1938 RE 2177
 EW4186_MARK LOGO: CA-037
 EW4186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4186+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 EW4186
 EW4186  HISTORY     - Date     Condition        Report By
 EW4186  HISTORY     - 1938     MONUMENTED       CA-037
 EW4186  HISTORY     - 1960     GOOD             NGS
 EW4186  HISTORY     - 1970     GOOD             NGS
 EW4186  HISTORY     - 1977     GOOD             NGS
 EW4186  HISTORY     - 19890509 GOOD             NGS
 EW4186
 EW4186                          STATION DESCRIPTION
 EW4186
 EW4186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW4186'20 MI W FROM SANTA MONICA.
 EW4186'20.0 MILES WEST ALONG U.S. HIGHWAY 101 ALTERNATE FROM THE
 EW4186'OVERHEAD CROSSING OF COLORADO AVENUE BRIDGE 53-08 AT SANTA MONICA,
 EW4186'ABOUT 45 YARDS WEST OF THE JUNCTION OF WESTWARD BEACH ROAD, IN
 EW4186'THE TOP AND 2.8 FEET WEST OF THE EAST END OF THE NORTH CONCRETE
 EW4186'SIDEWALK OF CONCRETE BRIDGE 53-28 OVER ZUMA CREEK, 21 FEET
 EW4186'NORTH OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF THE
 EW4186'HIGHWAY, 1.6 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND
 EW4186'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 EW4186
 EW4186                          STATION RECOVERY (1970)
 EW4186
 EW4186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EW4186'RECOVERED IN GOOD CONDITION.
 EW4186
 EW4186                          STATION RECOVERY (1977)
 EW4186
 EW4186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4186'RECOVERED IN GOOD CONDITION.
 EW4186
 EW4186                          STATION RECOVERY (1989)
 EW4186
 EW4186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0584 ***********************************************************************
 DC0584  DESIGNATION -  1313.2 USGS
 DC0584  PID         -  DC0584
 DC0584  STATE/COUNTY-  CA/SAN DIEGO
 DC0584  USGS QUAD   -  EL CAJON MTN (1988)
 DC0584
 DC0584                         *CURRENT SURVEY CONTROL
 DC0584  ___________________________________________________________________
 DC0584* NAD 83(1986)-  32 59 35.     (N)    116 50 29.     (W)     SCALED    
 DC0584* NAVD 88     -       400.93   (+/-2cm)    1315.4    (feet)  VERTCON   
 DC0584  ___________________________________________________________________
 DC0584  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DC0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0584
 DC0584.The horizontal coordinates were scaled from a topographic map and have
 DC0584.an estimated accuracy of +/- 6 seconds.
 DC0584
 DC0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0584.The vertical order pertains to the NGVD 29 superseded value.
 DC0584
 DC0584.The geoid height was determined by GEOID03.
 DC0584
 DC0584;                    North         East    Units  Estimated Accuracy
 DC0584;SPC CA 6     -   591,810.    1,944,730.      MT  (+/- 180 meters Scaled)
 DC0584
 DC0584                          SUPERSEDED SURVEY CONTROL
 DC0584
 DC0584  NGVD 29 (??/??/??)  400.278  (m)         1313.25   (f) ADJUSTED    2 0
 DC0584
 DC0584.Superseded values are not recommended for survey control.
 DC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0584.See file dsdata.txt to determine how the superseded data were derived.
 DC0584
 DC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS148505(NAD 83)
 DC0584_MARKER: X = CHISELED CROSS
 DC0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DC0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DC0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0584
 DC0584  HISTORY     - Date     Condition        Report By
 DC0584  HISTORY     - UNK      MONUMENTED       USGS
 DC0584  HISTORY     - 1944     GOOD             NGS
 DC0584
 DC0584                          STATION DESCRIPTION
 DC0584
 DC0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0584'7.3 MI SE FROM RAMONA.
 DC0584'0.5 MILE NORTHEAST ALONG STATE HIGHWAY NO. 78 FROM THE POST
 DC0584'OFFICE AT RAMONA, THENCE 2.3 MILES SOUTHEAST ALONG COUNTY ROAD,
 DC0584'THENCE 1.8 MILES SOUTHWEST ALONG ABANDONED ROAD, THENCE 0.7
 DC0584'MILE SOUTH ALONG PRIVATE ROAD, THENCE 1.6 MILES WEST ALONG SAN
 DC0584'VICENTE ROAD, THENCE 0.4 MILE SOUTHEAST ALONG COUNTY ROAD, CUT
 DC0584'ON THE WEST SIDE OF A 4-INCH IRON PIPE AT THE CORNER OF THE
 DC0584'INDIAN RESERVATION SIGN, 1.9 FEET EAST OF THE SIGN POST, 8
 DC0584'FEET SOUTHWEST OF THE CENTER-LINE OF THE ROAD, 0.7 FOOT WEST
 DC0584'OF THE CORNER FENCE POST, AT A CATTLE GUARD, ABOUT 1 FOOT ABOVE
 DC0584'THE GROUND.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1184 ***********************************************************************
 KT1184  DESIGNATION -  1315 USGS
 KT1184  PID         -  KT1184
 KT1184  STATE/COUNTY-  CA/MENDOCINO
 KT1184  USGS QUAD   -  COW MOUNTAIN (1975)
 KT1184
 KT1184                         *CURRENT SURVEY CONTROL
 KT1184  ___________________________________________________________________
 KT1184* NAD 83(1986)-  39 11 43.     (N)    123 02 33.     (W)     SCALED    
 KT1184* NAVD 88     -       401.71   (+/-2cm)    1317.9    (feet)  VERTCON   
 KT1184  ___________________________________________________________________
 KT1184  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 KT1184  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1184
 KT1184.The horizontal coordinates were scaled from a topographic map and have
 KT1184.an estimated accuracy of +/- 6 seconds.
 KT1184
 KT1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1184.The vertical order pertains to the NGVD 29 superseded value.
 KT1184
 KT1184.The geoid height was determined by GEOID03.
 KT1184
 KT1184;                    North         East    Units  Estimated Accuracy
 KT1184;SPC CA 2     -   670,200.    1,909,950.      MT  (+/- 180 meters Scaled)
 KT1184
 KT1184                          SUPERSEDED SURVEY CONTROL
 KT1184
 KT1184  NGVD 29 (??/??/92)  400.836  (m)         1315.08   (f) ADJ UNCH    1 2
 KT1184
 KT1184.Superseded values are not recommended for survey control.
 KT1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1184.See file dsdata.txt to determine how the superseded data were derived.
 KT1184
 KT1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ963384(NAD 83)
 KT1184_MARKER: Q = CHISELED SQUARE
 KT1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1184_SP_SET: CULVERT
 KT1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1184
 KT1184  HISTORY     - Date     Condition        Report By
 KT1184  HISTORY     - UNK      MONUMENTED       USGS
 KT1184  HISTORY     - 1966     GOOD             NGS
 KT1184  HISTORY     - 1989     POOR             USPSQD
 KT1184
 KT1184                          STATION DESCRIPTION
 KT1184
 KT1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT1184'8.9 MI NW FROM UPPER LAKE.
 KT1184'7.9 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 KT1184'MAIN STREET AT UPPER LAKE, THENCE 1.0 MILE NORTHWEST ALONG AN
 KT1184'ASPHALT ROAD (FORMER HIGHWAY), 0.1 MILE EAST OF THE JUNCTION OF
 KT1184'THE HIGHWAY, 0.15 MILE EAST OF BENCH MARK J 112, IN THE TOP AND
 KT1184'THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A 12-INCH PIPE
 KT1184'CULVERT, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET
 KT1184'EAST OF THE EAST END OF A CUT, 1.5 FEET WEST OF THE EAST END
 KT1184'OF THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
 KT1184
 KT1184                          STATION RECOVERY (1989)
 KT1184
 KT1184'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT1184'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0923 ***********************************************************************
 LU0923  DESIGNATION -  1315 USGS
 LU0923  PID         -  LU0923
 LU0923  STATE/COUNTY-  CA/TRINITY
 LU0923  USGS QUAD   -  HAYFORK BALLY (1982)
 LU0923
 LU0923                         *CURRENT SURVEY CONTROL
 LU0923  ___________________________________________________________________
 LU0923* NAD 83(1986)-  40 44 26.     (N)    123 12 22.     (W)     SCALED    
 LU0923* NAVD 88     -       401.52   (+/-2cm)    1317.3    (feet)  VERTCON   
 LU0923  ___________________________________________________________________
 LU0923  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 LU0923  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0923
 LU0923.The horizontal coordinates were scaled from a topographic map and have
 LU0923.an estimated accuracy of +/- 6 seconds.
 LU0923
 LU0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0923.The vertical order pertains to the NGVD 29 superseded value.
 LU0923
 LU0923.The geoid height was determined by GEOID03.
 LU0923
 LU0923;                    North         East    Units  Estimated Accuracy
 LU0923;SPC CA 1     -   656,960.    1,898,140.      MT  (+/- 180 meters Scaled)
 LU0923
 LU0923                          SUPERSEDED SURVEY CONTROL
 LU0923
 LU0923  NGVD 29 (??/??/92)  400.626  (m)         1314.39   (f) ADJ UNCH    1 2
 LU0923
 LU0923.Superseded values are not recommended for survey control.
 LU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0923.See file dsdata.txt to determine how the superseded data were derived.
 LU0923
 LU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL825099(NAD 83)
 LU0923_MARKER: DD = SURVEY DISK
 LU0923_SETTING: 66 = SET IN ROCK OUTCROP
 LU0923_SP_SET: ROCK OUTCROP
 LU0923_STAMPING: 1313.977 B 1905
 LU0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU0923+STABILITY: POSITION/ELEVATION WELL
 LU0923
 LU0923  HISTORY     - Date     Condition        Report By
 LU0923  HISTORY     - 1905     MONUMENTED       USGS
 LU0923  HISTORY     - 1935     GOOD             NGS
 LU0923
 LU0923                          STATION DESCRIPTION
 LU0923
 LU0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0923'2.7 MI E FROM BIG BAR.
 LU0923'2.7 MILES EAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT
 LU0923'BIG BAR, TRINITY COUNTY, NEAR BIG FLAT CAMPGROUND, 34 FEET
 LU0923'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK
 LU0923'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LU0923'STAMPED 1313.977 B 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0631 ***********************************************************************
 KS0631  DESIGNATION -  1315.7 PGE
 KS0631  PID         -  KS0631
 KS0631  STATE/COUNTY-  CA/BUTTE
 KS0631  USGS QUAD   -  PULGA (1994)
 KS0631
 KS0631                         *CURRENT SURVEY CONTROL
 KS0631  ___________________________________________________________________
 KS0631* NAD 83(1986)-  39 47 13.     (N)    121 26 48.     (W)     SCALED    
 KS0631* NAVD 88     -       401.96   (+/-2cm)    1318.8    (feet)  VERTCON   
 KS0631  ___________________________________________________________________
 KS0631  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 KS0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0631
 KS0631.The horizontal coordinates were scaled from a topographic map and have
 KS0631.an estimated accuracy of +/- 6 seconds.
 KS0631
 KS0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0631.The vertical order pertains to the NGVD 29 superseded value.
 KS0631
 KS0631.The geoid height was determined by GEOID03.
 KS0631
 KS0631;                    North         East    Units  Estimated Accuracy
 KS0631;SPC CA 2     -   735,520.    2,047,400.      MT  (+/- 180 meters Scaled)
 KS0631
 KS0631                          SUPERSEDED SURVEY CONTROL
 KS0631
 KS0631  NGVD 29 (??/??/??)  401.188  (m)         1316.23   (f) ADJUSTED    2 0
 KS0631
 KS0631.Superseded values are not recommended for survey control.
 KS0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0631.See file dsdata.txt to determine how the superseded data were derived.
 KS0631
 KS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK330052(NAD 83)
 KS0631_MARKER: X = CHISELED CROSS
 KS0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0631_SP_SET: BRIDGE
 KS0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0631
 KS0631  HISTORY     - Date     Condition        Report By
 KS0631  HISTORY     - UNK      MONUMENTED       PG+E
 KS0631  HISTORY     - 1936     GOOD             NGS
 KS0631
 KS0631                          STATION DESCRIPTION
 KS0631
 KS0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KS0631'1.4 MI S FROM PULGA.
 KS0631'1.4 MILES SOUTH ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 KS0631'STATION AT PULGA, BUTTE COUNTY, AT BRIDGE NO. 237.62 OVER A
 KS0631'GULLY, ON THE TOP OF THE NORTHWEST CORNER OF THE BRIDGE, AND
 KS0631'NEAR THE PAINTED NUMBERS 1315.7.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4357 ***********************************************************************
 EW4357  DESIGNATION -  1316 USGS
 EW4357  PID         -  EW4357
 EW4357  STATE/COUNTY-  CA/LOS ANGELES
 EW4357  USGS QUAD   -  CANOGA PARK (1967)
 EW4357
 EW4357                         *CURRENT SURVEY CONTROL
 EW4357  ___________________________________________________________________
 EW4357* NAD 83(1986)-  34 08 31.     (N)    118 36 19.     (W)     SCALED    
 EW4357* NAVD 88     -       402.10   (+/-2cm)    1319.2    (feet)  VERTCON   
 EW4357  ___________________________________________________________________
 EW4357  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW4357  VERT ORDER  -  THIRD (See Below)
 EW4357
 EW4357.The horizontal coordinates were scaled from a topographic map and have
 EW4357.an estimated accuracy of +/- 6 seconds.
 EW4357
 EW4357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4357.The vertical order pertains to the NGVD 29 superseded value.
 EW4357
 EW4357.The geoid height was determined by GEOID03.
 EW4357
 EW4357;                    North         East    Units  Estimated Accuracy
 EW4357;SPC CA 5     -   571,380.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4357
 EW4357                          SUPERSEDED SURVEY CONTROL
 EW4357
 EW4357  NGVD 29 (??/??/??)  401.31   (m)         1316.6    (f) RESET       3  
 EW4357
 EW4357.Superseded values are not recommended for survey control.
 EW4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4357.See file dsdata.txt to determine how the superseded data were derived.
 EW4357
 EW4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519790(NAD 83)
 EW4357_MARKER: N = NAIL
 EW4357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4357_SP_SET: ABUTMENT
 EW4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4357
 EW4357  HISTORY     - Date     Condition        Report By
 EW4357  HISTORY     - UNK      MONUMENTED       USGS
 EW4357  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW4357
 EW4357                          STATION DESCRIPTION
 EW4357
 EW4357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4357'2.2 MI W FROM WOODLAND HILLS.
 EW4357'2.2 MILES SOUTH ALONG STATE HIGHWAY 27 (TOPANGA CANYON AVENUE)
 EW4357'FROM VENTURA BOULEVARD AT WOODLAND HILLS, LOS ANGELES COUNTY,
 EW4357'ABOUT 1 MILE SOUTH OF THE INTERSECTION OF MULHOLLAND HIGHWAY,
 EW4357'0.7 MILE NORTH OF THE SUMMIT OF THE HIGHWAY, 100 FEET EAST OF
 EW4357'THE HIGHWAY AT THE POINT WHERE THE HIGHWAY MAKES A LEFT-HAND
 EW4357'TURN UP A HILL, AT A CONCRETE CULVERT UNDER AN OLD ROAD, AND
 EW4357'IN THE TOP OF THE CONCRETE ABUTMENT.  A COPPER NAIL IN A LEAD
 EW4357'PLUG.  NOTE-- THE MARK IS NOT ON THE NEW ROAD, IT IS ON THE
 EW4357'OLD ROAD WHICH HAS BEEN TORN UP, AND THE MARK HAS PROBABLY BEEN
 EW4357'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0261 ***********************************************************************
 DX0261  DESIGNATION -  1318.1
 DX0261  PID         -  DX0261
 DX0261  STATE/COUNTY-  CA/SAN DIEGO
 DX0261  USGS QUAD   -  RAMONA (1988)
 DX0261
 DX0261                         *CURRENT SURVEY CONTROL
 DX0261  ___________________________________________________________________
 DX0261* NAD 83(1986)-  33 00 04.     (N)    116 49 58.     (W)     SCALED    
 DX0261* NAVD 88     -       402.44   (+/-2cm)    1320.3    (feet)  VERTCON   
 DX0261  ___________________________________________________________________
 DX0261  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0261
 DX0261.The horizontal coordinates were scaled from a topographic map and have
 DX0261.an estimated accuracy of +/- 6 seconds.
 DX0261
 DX0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0261.The vertical order pertains to the NGVD 29 superseded value.
 DX0261
 DX0261.The geoid height was determined by GEOID03.
 DX0261
 DX0261;                    North         East    Units  Estimated Accuracy
 DX0261;SPC CA 6     -   592,690.    1,945,540.      MT  (+/- 180 meters Scaled)
 DX0261
 DX0261                          SUPERSEDED SURVEY CONTROL
 DX0261
 DX0261  NGVD 29 (??/??/??)  401.789  (m)         1318.20   (f) ADJUSTED    2 0
 DX0261
 DX0261.Superseded values are not recommended for survey control.
 DX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0261.See file dsdata.txt to determine how the superseded data were derived.
 DX0261
 DX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS156514(NAD 83)
 DX0261_MARKER: Q = CHISELED SQUARE
 DX0261_SETTING: 80 = SET IN A BOULDER
 DX0261_SP_SET: BOULDER
 DX0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0261+STABILITY: SURFACE MOTION
 DX0261
 DX0261  HISTORY     - Date     Condition        Report By
 DX0261  HISTORY     - UNK      MONUMENTED       USGS
 DX0261  HISTORY     - 1960     GOOD             NGS
 DX0261
 DX0261                          STATION DESCRIPTION
 DX0261
 DX0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0261'5.6 MI SE FROM ROMONA.
 DX0261'REACHED FROM THE POST OFFICE IN ROMONA BY GOING SOUTHWESTERLY
 DX0261'ON MAIN STREET FOR 0.5 MILE, THENCE SOUTHEASTERLY ON 11TH
 DX0261'STREET FOR 0.6 MILE TO A Y, THENCE SOUTH AND SOUTHEASTERLY ON
 DX0261'SAN VICENTE ROAD FOR 4.5 MILE TO THE MARK, 100 FEET WEST OF A
 DX0261'CATTLE GUARD, 23.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DX0261'1.4 FEET SOUTHEAST OF BENCH MARK W 723.  A CHISELED SQUARE IN
 DX0261'THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3014 ***********************************************************************
 FU3014  DESIGNATION -  132 A DWR
 FU3014  PID         -  FU3014
 FU3014  STATE/COUNTY-  CA/KINGS
 FU3014  USGS QUAD   -  AVENAL GAP (1973)
 FU3014
 FU3014                         *CURRENT SURVEY CONTROL
 FU3014  ___________________________________________________________________
 FU3014* NAD 83(1986)-  35 51 43.     (N)    119 53 24.     (W)     SCALED    
 FU3014* NAVD 88     -        93.64   (+/-2cm)     307.2    (feet)  VERTCON   
 FU3014  ___________________________________________________________________
 FU3014  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 FU3014  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU3014
 FU3014.The horizontal coordinates were scaled from a topographic map and have
 FU3014.an estimated accuracy of +/- 6 seconds.
 FU3014
 FU3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3014.The vertical order pertains to the NGVD 29 superseded value.
 FU3014
 FU3014.The geoid height was determined by GEOID03.
 FU3014
 FU3014;                    North         East    Units  Estimated Accuracy
 FU3014;SPC CA 4     -   559,030.    1,919,610.      MT  (+/- 180 meters Scaled)
 FU3014
 FU3014                          SUPERSEDED SURVEY CONTROL
 FU3014
 FU3014  NGVD 29 (??/??/92)   92.726  (m)          304.22   (f) ADJ UNCH    1 1
 FU3014
 FU3014.Superseded values are not recommended for survey control.
 FU3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3014.See file dsdata.txt to determine how the superseded data were derived.
 FU3014
 FU3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV390724(NAD 83)
 FU3014_MARKER: DD = SURVEY DISK
 FU3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3014_STAMPING: BM 132 A
 FU3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3014+STABILITY: SURFACE MOTION
 FU3014
 FU3014  HISTORY     - Date     Condition        Report By
 FU3014  HISTORY     - UNK      MONUMENTED       CADWR
 FU3014  HISTORY     - 1964     GOOD             NGS
 FU3014  HISTORY     - 1975     MARK NOT FOUND   NGS
 FU3014
 FU3014                          STATION DESCRIPTION
 FU3014
 FU3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3014'12.4 MI S FROM KETTLEMAN CITY.
 FU3014'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3014'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3014'THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH
 FU3014'ALONG A DIRT ROAD FOLLOWING A POWER LINE, THENCE 0.05 MILE WEST
 FU3014'ALONG A DIRT ROAD AND POWER LINE, 0.15 MILE WEST-NORTHWEST OF
 FU3014'A WINDMILL AND WATER TANK, 14 FEET SOUTH OF THE CENTER LINE OF
 FU3014'THE ROAD WEST, 3 FEET NORTH OF THE SECOND POWER POLE WEST OF THE
 FU3014'NORTH-SOUTH ROAD, 30.2 FEET NORTH OF A FENCE, 2.7 FEET WEST OF
 FU3014'A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, A DISK IN THE
 FU3014'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT.
 FU3014
 FU3014                          STATION RECOVERY (1975)
 FU3014
 FU3014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU3014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1345 ***********************************************************************
 GU1345  DESIGNATION -  132.04 L
 GU1345  PID         -  GU1345
 GU1345  STATE/COUNTY-  CA/FRESNO
 GU1345  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1345
 GU1345                         *CURRENT SURVEY CONTROL
 GU1345  ___________________________________________________________________
 GU1345* NAD 83(1986)-  36 28 02.     (N)    120 18 34.     (W)     SCALED    
 GU1345* NAVD 88     -       100.468  (meters)     329.62   (feet)  ADJUSTED  
 GU1345  ___________________________________________________________________
 GU1345  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 GU1345  DYNAMIC HT  -         100.382 (meters)     329.34  (feet)  COMP
 GU1345  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 GU1345
 GU1345  VERT ORDER  -  FIRST     CLASS I
 GU1345
 GU1345.The horizontal coordinates were scaled from a topographic map and have
 GU1345.an estimated accuracy of +/- 6 seconds.
 GU1345
 GU1345.The orthometric height was determined by differential leveling
 GU1345.and adjusted in June 1991.
 GU1345
 GU1345.The geoid height was determined by GEOID03.
 GU1345
 GU1345.The dynamic height is computed by dividing the NAVD 88
 GU1345.geopotential number by the normal gravity value computed on the
 GU1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1345.degrees latitude (g = 980.6199 gals.).
 GU1345
 GU1345.The modeled gravity was interpolated from observed gravity values.
 GU1345
 GU1345;                    North         East    Units  Estimated Accuracy
 GU1345;SPC CA 4     -   626,620.    1,882,650.      MT  (+/- 180 meters Scaled)
 GU1345
 GU1345                          SUPERSEDED SURVEY CONTROL
 GU1345
 GU1345  NGVD 29 (??/??/92)   99.568  (m)          326.67   (f) ADJ UNCH    1 1
 GU1345
 GU1345.Superseded values are not recommended for survey control.
 GU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1345.See file dsdata.txt to determine how the superseded data were derived.
 GU1345
 GU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF410391(NAD 83)
 GU1345_MARKER: DD = SURVEY DISK
 GU1345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1345_SP_SET: CANAL LINING
 GU1345_STAMPING: 132.04 L ROW 260 RT PC 5408+70.72
 GU1345_MARK LOGO: BOR   
 GU1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1345+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1345
 GU1345  HISTORY     - Date     Condition        Report By
 GU1345  HISTORY     - UNK      MONUMENTED       BOR
 GU1345  HISTORY     - 1972     GOOD             NGS
 GU1345  HISTORY     - 19890117 GOOD             NGS
 GU1345
 GU1345                          STATION DESCRIPTION
 GU1345
 GU1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1345'45.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1345'45.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1345'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU1345'THE AQUEDUCT, AT A STEEL LADDER, AND ABOUT LEVEL WITH THE NORTHEAST
 GU1345'LEVEE ROAD.
 GU1345
 GU1345                          STATION RECOVERY (1989)
 GU1345
 GU1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2040 ***********************************************************************
 HS2040  DESIGNATION -  132.2
 HS2040  PID         -  HS2040
 HS2040  STATE/COUNTY-  CA/STANISLAUS
 HS2040  USGS QUAD   -  RIVERBANK (1987)
 HS2040
 HS2040                         *CURRENT SURVEY CONTROL
 HS2040  ___________________________________________________________________
 HS2040* NAD 83(1986)-  37 42 52.     (N)    120 56 22.     (W)     SCALED    
 HS2040* NAVD 88     -        40.96   (+/-2cm)     134.4    (feet)  VERTCON   
 HS2040  ___________________________________________________________________
 HS2040  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 HS2040  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2040
 HS2040.The horizontal coordinates were scaled from a topographic map and have
 HS2040.an estimated accuracy of +/- 6 seconds.
 HS2040
 HS2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2040.The vertical order pertains to the NGVD 29 superseded value.
 HS2040
 HS2040.The geoid height was determined by GEOID03.
 HS2040
 HS2040;                    North         East    Units  Estimated Accuracy
 HS2040;SPC CA 3     -   634,870.    1,961,260.      MT  (+/- 180 meters Scaled)
 HS2040
 HS2040                          SUPERSEDED SURVEY CONTROL
 HS2040
 HS2040  NGVD 29 (??/??/92)   40.22   (m)          132.0    (f) COMPUTED    1 2
 HS2040
 HS2040.Superseded values are not recommended for survey control.
 HS2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2040.See file dsdata.txt to determine how the superseded data were derived.
 HS2040
 HS2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG816761(NAD 83)
 HS2040_MARKER: Z = SEE DESCRIPTION
 HS2040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2040_SP_SET: LOCK WALL
 HS2040_STAMPING: BM ELEV 132.155
 HS2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2040
 HS2040  HISTORY     - Date     Condition        Report By
 HS2040  HISTORY     - UNK      MONUMENTED       MID
 HS2040  HISTORY     - 1935     GOOD             NGS
 HS2040  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2040  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS2040
 HS2040                          STATION DESCRIPTION
 HS2040
 HS2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS2040'1 MI S FROM RIVERBANK.
 HS2040'1 MILE SOUTH ALONG THE MAIN CANAL OF THE MODESTO IRRIGATION
 HS2040'DISTRICT FROM RIVERBANK, 300 FEET EAST OF ROSELLE STREETS, JUST
 HS2040'SOUTH OF THE JUNCTION OF ROSELLE AND MINNEAR STREETS, 200 FEET
 HS2040'NORTH OF THE CROSSING OF THE HETCHY HETCHY POWER TRANSMISSION
 HS2040'TOWER LINE, AND IN THE TOP OF THE WEST WALL OF A CONCRETE LOCK,
 HS2040'A RECTANGULAR BRASS PLATE WITH A RAISED CENTER.
 HS2040
 HS2040                          STATION RECOVERY (1986)
 HS2040
 HS2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2040'NOT RECOVERED.  PART OF THE HEADWALL IS BROKEN OFF.
 HS2040
 HS2040                          STATION RECOVERY (1987)
 HS2040
 HS2040'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1640 ***********************************************************************
 EW1640  DESIGNATION -  132.206 C OF LA
 EW1640  PID         -  EW1640
 EW1640  STATE/COUNTY-  CA/LOS ANGELES
 EW1640  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1640
 EW1640                         *CURRENT SURVEY CONTROL
 EW1640  ___________________________________________________________________
 EW1640* NAD 83(1986)-  34 03 09.     (N)    118 23 01.     (W)     SCALED    
 EW1640* NAVD 88     -        40.90   (+/-2cm)     134.2    (feet)  VERTCON   
 EW1640  ___________________________________________________________________
 EW1640  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 EW1640  VERT ORDER  -  THIRD (See Below)
 EW1640
 EW1640.The horizontal coordinates were scaled from a topographic map and have
 EW1640.an estimated accuracy of +/- 6 seconds.
 EW1640
 EW1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1640.The vertical order pertains to the NGVD 29 superseded value.
 EW1640
 EW1640.The geoid height was determined by GEOID03.
 EW1640
 EW1640;                    North         East    Units  Estimated Accuracy
 EW1640;SPC CA 5     -   561,350.    1,964,580.      MT  (+/- 180 meters Scaled)
 EW1640
 EW1640                          SUPERSEDED SURVEY CONTROL
 EW1640
 EW1640  NGVD 29 (??/??/??)   40.13   (m)          131.7    (f) RESET       3  
 EW1640
 EW1640.Superseded values are not recommended for survey control.
 EW1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1640.See file dsdata.txt to determine how the superseded data were derived.
 EW1640
 EW1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723688(NAD 83)
 EW1640_MARKER: S = SPIKE
 EW1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1640_SP_SET: CATCH BASIN
 EW1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1640
 EW1640  HISTORY     - Date     Condition        Report By
 EW1640  HISTORY     - UNK      MONUMENTED       CA1980
 EW1640  HISTORY     - 1945     GOOD             NGS
 EW1640  HISTORY     - 1964     GOOD             NGS
 EW1640
 EW1640                          STATION DESCRIPTION
 EW1640
 EW1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1640'AT LOS ANGELES.
 EW1640'AT LOS ANGELES AT THE INTERSECTION OF ROBERTSON BOULEVARD AND
 EW1640'CASHIO STREET, 24.8 FEET NORTH OF NORTH CURBLINE OF CASHIO STREET
 EW1640'AND IN THE WEST CURB OF ROBERTSON BOULEVARD.  SET IN SOUTH END
 EW1640'OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1640
 EW1640                          STATION RECOVERY (1964)
 EW1640
 EW1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1344 ***********************************************************************
 GU1344  DESIGNATION -  132.46 L
 GU1344  PID         -  GU1344
 GU1344  STATE/COUNTY-  CA/FRESNO
 GU1344  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1344
 GU1344                         *CURRENT SURVEY CONTROL
 GU1344  ___________________________________________________________________
 GU1344* NAD 83(1986)-  36 27 40.     (N)    120 18 22.     (W)     SCALED    
 GU1344* NAVD 88     -       100.721  (meters)     330.45   (feet)  ADJUSTED  
 GU1344  ___________________________________________________________________
 GU1344  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1344  DYNAMIC HT  -         100.634 (meters)     330.16  (feet)  COMP
 GU1344  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 GU1344
 GU1344  VERT ORDER  -  FIRST     CLASS I
 GU1344
 GU1344.The horizontal coordinates were scaled from a topographic map and have
 GU1344.an estimated accuracy of +/- 6 seconds.
 GU1344
 GU1344.The orthometric height was determined by differential leveling
 GU1344.and adjusted in June 1991.
 GU1344
 GU1344.The geoid height was determined by GEOID03.
 GU1344
 GU1344.The dynamic height is computed by dividing the NAVD 88
 GU1344.geopotential number by the normal gravity value computed on the
 GU1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1344.degrees latitude (g = 980.6199 gals.).
 GU1344
 GU1344.The modeled gravity was interpolated from observed gravity values.
 GU1344
 GU1344;                    North         East    Units  Estimated Accuracy
 GU1344;SPC CA 4     -   625,940.    1,882,940.      MT  (+/- 180 meters Scaled)
 GU1344
 GU1344                          SUPERSEDED SURVEY CONTROL
 GU1344
 GU1344  NGVD 29 (??/??/92)   99.832  (m)          327.53   (f) ADJ UNCH    1 1
 GU1344
 GU1344.Superseded values are not recommended for survey control.
 GU1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1344.See file dsdata.txt to determine how the superseded data were derived.
 GU1344
 GU1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF413384(NAD 83)
 GU1344_MARKER: DD = SURVEY DISK
 GU1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1344_SP_SET: CANAL LINING
 GU1344_STAMPING: 132.46 L
 GU1344_MARK LOGO: BOR   
 GU1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1344+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1344
 GU1344  HISTORY     - Date     Condition        Report By
 GU1344  HISTORY     - UNK      MONUMENTED       BOR
 GU1344  HISTORY     - 1972     GOOD             NGS
 GU1344  HISTORY     - 19890117 GOOD             NGS
 GU1344
 GU1344                          STATION DESCRIPTION
 GU1344
 GU1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1344'45.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1344'45.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1344'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 GU1344'THE AQUEDUCT, 1 FOOT NORTHEAST OF THE TOP RUNG OF A STEEL LADDER,
 GU1344'AND ABOUT LEVEL WITH THE NORTHEAST LEVEE ROAD.
 GU1344
 GU1344                          STATION RECOVERY (1989)
 GU1344
 GU1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1341 ***********************************************************************
 GU1341  DESIGNATION -  132.74 R
 GU1341  PID         -  GU1341
 GU1341  STATE/COUNTY-  CA/FRESNO
 GU1341  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1341
 GU1341                         *CURRENT SURVEY CONTROL
 GU1341  ___________________________________________________________________
 GU1341* NAD 83(1986)-  36 27 27.     (N)    120 18 20.     (W)     SCALED    
 GU1341* NAVD 88     -        99.37   (+/-2cm)     326.0    (feet)  VERTCON   
 GU1341  ___________________________________________________________________
 GU1341  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1341  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1341
 GU1341.The horizontal coordinates were scaled from a topographic map and have
 GU1341.an estimated accuracy of +/- 6 seconds.
 GU1341
 GU1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1341.The vertical order pertains to the NGVD 29 superseded value.
 GU1341
 GU1341.The geoid height was determined by GEOID03.
 GU1341
 GU1341;                    North         East    Units  Estimated Accuracy
 GU1341;SPC CA 4     -   625,530.    1,882,980.      MT  (+/- 180 meters Scaled)
 GU1341
 GU1341                          SUPERSEDED SURVEY CONTROL
 GU1341
 GU1341  NGVD 29 (??/??/92)   98.500  (m)          323.16   (f) ADJ UNCH    1 1
 GU1341
 GU1341.Superseded values are not recommended for survey control.
 GU1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1341.See file dsdata.txt to determine how the superseded data were derived.
 GU1341
 GU1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF414380(NAD 83)
 GU1341_MARKER: DD = SURVEY DISK
 GU1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1341_SP_SET: CONCRETE TURNOUT
 GU1341_STAMPING: 132.74 R
 GU1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1341
 GU1341  HISTORY     - Date     Condition        Report By
 GU1341  HISTORY     - UNK      MONUMENTED       BOR
 GU1341  HISTORY     - 1967     GOOD             NGS
 GU1341  HISTORY     - 1971     GOOD             NGS
 GU1341  HISTORY     - 19890214 MARK NOT FOUND   NGS
 GU1341
 GU1341                          STATION DESCRIPTION
 GU1341
 GU1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1341'46 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1341'46.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1341'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 11, ABOUT 0.05 MILE
 GU1341'NORTHWEST OF THE WEST END OF CERINI AVENUE BRIDGE OVER THE
 GU1341'AQUEDUCT, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE,
 GU1341'29 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD,
 GU1341'2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF
 GU1341'THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU1341
 GU1341                          STATION RECOVERY (1971)
 GU1341
 GU1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1341'RECOVERED IN GOOD CONDITION.
 GU1341
 GU1341                          STATION RECOVERY (1989)
 GU1341
 GU1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1340 ***********************************************************************
 GU1340  DESIGNATION -  132.77 L USBR
 GU1340  PID         -  GU1340
 GU1340  STATE/COUNTY-  CA/FRESNO
 GU1340  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1340
 GU1340                         *CURRENT SURVEY CONTROL
 GU1340  ___________________________________________________________________
 GU1340* NAD 83(1986)-  36 27 27.     (N)    120 18 20.     (W)     SCALED    
 GU1340* NAVD 88     -       101.17   (+/-2cm)     331.9    (feet)  VERTCON   
 GU1340  ___________________________________________________________________
 GU1340  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1340  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1340
 GU1340.The horizontal coordinates were scaled from a topographic map and have
 GU1340.an estimated accuracy of +/- 6 seconds.
 GU1340
 GU1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1340.The vertical order pertains to the NGVD 29 superseded value.
 GU1340
 GU1340.The geoid height was determined by GEOID03.
 GU1340
 GU1340;                    North         East    Units  Estimated Accuracy
 GU1340;SPC CA 4     -   625,530.    1,882,980.      MT  (+/- 180 meters Scaled)
 GU1340
 GU1340                          SUPERSEDED SURVEY CONTROL
 GU1340
 GU1340  NGVD 29 (??/??/92)  100.299  (m)          329.06   (f) ADJ UNCH    1 1
 GU1340
 GU1340.Superseded values are not recommended for survey control.
 GU1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1340.See file dsdata.txt to determine how the superseded data were derived.
 GU1340
 GU1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF414380(NAD 83)
 GU1340_MARKER: DD = SURVEY DISK
 GU1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1340_SP_SET: CURB
 GU1340_STAMPING: 132.77 R
 GU1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1340
 GU1340  HISTORY     - Date     Condition        Report By
 GU1340  HISTORY     - UNK      MONUMENTED       BOR
 GU1340  HISTORY     - 1967     GOOD             NGS
 GU1340  HISTORY     - 1971     GOOD             NGS
 GU1340
 GU1340                          STATION DESCRIPTION
 GU1340
 GU1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1340'46 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1340'46.05 MILES SOUTHEAST OF THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1340'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 11, IN THE TOP AND 0.5
 GU1340'FOOT WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF CERINI
 GU1340'AVENUE BRIDGE OVER THE AQUEDUCT, 14 FEET NORTH OF THE CENTER
 GU1340'LINE OF THE AVENUE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1340'NORTHEAST LEVEE ROAD, 0.5 FOOT HIGHER THAN THE AVENUE.
 GU1340
 GU1340                          STATION RECOVERY (1971)
 GU1340
 GU1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1335 ***********************************************************************
 GU1335  DESIGNATION -  132.81 L USBR
 GU1335  PID         -  GU1335
 GU1335  STATE/COUNTY-  CA/FRESNO
 GU1335  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1335
 GU1335                         *CURRENT SURVEY CONTROL
 GU1335  ___________________________________________________________________
 GU1335* NAD 83(1986)-  36 27 24.     (N)    120 18 18.     (W)     SCALED    
 GU1335* NAVD 88     -        99.38   (+/-2cm)     326.0    (feet)  VERTCON   
 GU1335  ___________________________________________________________________
 GU1335  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1335  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1335
 GU1335.The horizontal coordinates were scaled from a topographic map and have
 GU1335.an estimated accuracy of +/- 6 seconds.
 GU1335
 GU1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1335.The vertical order pertains to the NGVD 29 superseded value.
 GU1335
 GU1335.The geoid height was determined by GEOID03.
 GU1335
 GU1335;                    North         East    Units  Estimated Accuracy
 GU1335;SPC CA 4     -   625,440.    1,883,030.      MT  (+/- 180 meters Scaled)
 GU1335
 GU1335                          SUPERSEDED SURVEY CONTROL
 GU1335
 GU1335  NGVD 29 (??/??/92)   98.503  (m)          323.17   (f) ADJ UNCH    1 1
 GU1335
 GU1335.Superseded values are not recommended for survey control.
 GU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1335.See file dsdata.txt to determine how the superseded data were derived.
 GU1335
 GU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF415379(NAD 83)
 GU1335_MARKER: DD = SURVEY DISK
 GU1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1335_SP_SET: CONCRETE TURNOUT
 GU1335_STAMPING: 132.81 L
 GU1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1335
 GU1335  HISTORY     - Date     Condition        Report By
 GU1335  HISTORY     - UNK      MONUMENTED       BOR
 GU1335  HISTORY     - 1967     GOOD             NGS
 GU1335  HISTORY     - 1971     GOOD             NGS
 GU1335
 GU1335                          STATION DESCRIPTION
 GU1335
 GU1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1335'46.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1335'46.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1335'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 14, IN THE TOP OF THE
 GU1335'CENTER OF A CONCRETE TURNOUT STRUCTURE ON THE NORTHEAST LEVEE, 25
 GU1335'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 GU1335'2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF
 GU1335'THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU1335
 GU1335                          STATION RECOVERY (1971)
 GU1335
 GU1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1334 ***********************************************************************
 GU1334  DESIGNATION -  132.92 L USBR
 GU1334  PID         -  GU1334
 GU1334  STATE/COUNTY-  CA/FRESNO
 GU1334  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1334
 GU1334                         *CURRENT SURVEY CONTROL
 GU1334  ___________________________________________________________________
 GU1334* NAD 83(1986)-  36 27 19.     (N)    120 18 17.     (W)     SCALED    
 GU1334* NAVD 88     -        99.19   (+/-2cm)     325.4    (feet)  VERTCON   
 GU1334  ___________________________________________________________________
 GU1334  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1334  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1334
 GU1334.The horizontal coordinates were scaled from a topographic map and have
 GU1334.an estimated accuracy of +/- 6 seconds.
 GU1334
 GU1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1334.The vertical order pertains to the NGVD 29 superseded value.
 GU1334
 GU1334.The geoid height was determined by GEOID03.
 GU1334
 GU1334;                    North         East    Units  Estimated Accuracy
 GU1334;SPC CA 4     -   625,290.    1,883,050.      MT  (+/- 180 meters Scaled)
 GU1334
 GU1334                          SUPERSEDED SURVEY CONTROL
 GU1334
 GU1334  NGVD 29 (??/??/92)   98.313  (m)          322.55   (f) ADJ UNCH    1 1
 GU1334
 GU1334.Superseded values are not recommended for survey control.
 GU1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1334.See file dsdata.txt to determine how the superseded data were derived.
 GU1334
 GU1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF415378(NAD 83)
 GU1334_MARKER: P = PIPE CAP
 GU1334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1334
 GU1334  HISTORY     - Date     Condition        Report By
 GU1334  HISTORY     - UNK      MONUMENTED       BOR
 GU1334  HISTORY     - 1967     GOOD             NGS
 GU1334  HISTORY     - 1971     GOOD             NGS
 GU1334
 GU1334                          STATION DESCRIPTION
 GU1334
 GU1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1334'46.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1334'46.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1334'AMIGOS PUMP PLANT, 0.05 MILE NORTHEAST OF CHECK DAM NO. 4, 130
 GU1334'FEET EAST OF THE CENTER LINE OF THE EAST LEVEE ROAD, A 1-INCH PIPE
 GU1334'WITH A CAP ATTACHED ON TOP WHICH PROJECTS ABOUT 2 FEET ABOVE
 GU1334'THE GROUND, ACCESS IS HAD THROUGH A LID ON THE TOP OF A WOODEN BOX,
 GU1334'AND ABOUT 6 1/2 FEET LOWER THAN THE LEVEE ROAD.
 GU1334
 GU1334                          STATION RECOVERY (1971)
 GU1334
 GU1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1337 ***********************************************************************
 GU1337  DESIGNATION -  132.94 L USBR
 GU1337  PID         -  GU1337
 GU1337  STATE/COUNTY-  CA/FRESNO
 GU1337  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1337
 GU1337                         *CURRENT SURVEY CONTROL
 GU1337  ___________________________________________________________________
 GU1337* NAD 83(1986)-  36 27 20.     (N)    120 18 16.     (W)     SCALED    
 GU1337* NAVD 88     -       100.39   (+/-2cm)     329.4    (feet)  VERTCON   
 GU1337  ___________________________________________________________________
 GU1337  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1337  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1337
 GU1337.The horizontal coordinates were scaled from a topographic map and have
 GU1337.an estimated accuracy of +/- 6 seconds.
 GU1337
 GU1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1337.The vertical order pertains to the NGVD 29 superseded value.
 GU1337
 GU1337.The geoid height was determined by GEOID03.
 GU1337
 GU1337;                    North         East    Units  Estimated Accuracy
 GU1337;SPC CA 4     -   625,320.    1,883,080.      MT  (+/- 180 meters Scaled)
 GU1337
 GU1337                          SUPERSEDED SURVEY CONTROL
 GU1337
 GU1337  NGVD 29 (??/??/92)   99.518  (m)          326.50   (f) ADJ UNCH    1 1
 GU1337
 GU1337.Superseded values are not recommended for survey control.
 GU1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1337.See file dsdata.txt to determine how the superseded data were derived.
 GU1337
 GU1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF415378(NAD 83)
 GU1337_MARKER: DD = SURVEY DISK
 GU1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1337_SP_SET: CONCRETE FOUNDATION
 GU1337_STAMPING: 132.94 L
 GU1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1337
 GU1337  HISTORY     - Date     Condition        Report By
 GU1337  HISTORY     - UNK      MONUMENTED       BOR
 GU1337  HISTORY     - 1967     GOOD             NGS
 GU1337  HISTORY     - 1971     GOOD             NGS
 GU1337
 GU1337                          STATION DESCRIPTION
 GU1337
 GU1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1337'46.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1337'46.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1337'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 14, IN THE TOP OF THE
 GU1337'CENTER ALONG THE NORTHEAST EDGE OF A 5- BY 5-FOOT CONCRETE FOUNDATION
 GU1337'OF A U.S. BUREAU OF RECLAMATION RECORDER STATION, 22 FEET SOUTHWEST
 GU1337'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 130 FEET NORTHWEST
 GU1337'OF THE NORTH CORNER OF CHECK DAM NO. 4, 5.0 FEET NORTHEAST OF THE
 GU1337'NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3
 GU1337'FEET LOWER THAN THE ROAD.
 GU1337
 GU1337                          STATION RECOVERY (1971)
 GU1337
 GU1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1332 ***********************************************************************
 GU1332  DESIGNATION -  132.95 L
 GU1332  PID         -  GU1332
 GU1332  STATE/COUNTY-  CA/FRESNO
 GU1332  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1332
 GU1332                         *CURRENT SURVEY CONTROL
 GU1332  ___________________________________________________________________
 GU1332* NAD 83(1986)-  36 27 18.     (N)    120 18 16.     (W)     SCALED    
 GU1332* NAVD 88     -       102.079  (meters)     334.90   (feet)  ADJUSTED  
 GU1332  ___________________________________________________________________
 GU1332  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1332  DYNAMIC HT  -         101.991 (meters)     334.62  (feet)  COMP
 GU1332  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 GU1332
 GU1332  VERT ORDER  -  FIRST     CLASS I
 GU1332
 GU1332.The horizontal coordinates were scaled from a topographic map and have
 GU1332.an estimated accuracy of +/- 6 seconds.
 GU1332
 GU1332.The orthometric height was determined by differential leveling
 GU1332.and adjusted in June 1991.
 GU1332
 GU1332.The geoid height was determined by GEOID03.
 GU1332
 GU1332.The dynamic height is computed by dividing the NAVD 88
 GU1332.geopotential number by the normal gravity value computed on the
 GU1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1332.degrees latitude (g = 980.6199 gals.).
 GU1332
 GU1332.The modeled gravity was interpolated from observed gravity values.
 GU1332
 GU1332;                    North         East    Units  Estimated Accuracy
 GU1332;SPC CA 4     -   625,260.    1,883,080.      MT  (+/- 180 meters Scaled)
 GU1332
 GU1332                          SUPERSEDED SURVEY CONTROL
 GU1332
 GU1332  NGVD 29 (??/??/92)  101.210  (m)          332.05   (f) ADJ UNCH    1 1
 GU1332
 GU1332.Superseded values are not recommended for survey control.
 GU1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1332.See file dsdata.txt to determine how the superseded data were derived.
 GU1332
 GU1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF415377(NAD 83)
 GU1332_MARKER: DD = SURVEY DISK
 GU1332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1332_SP_SET: BRIDGE ABUTMENT
 GU1332_STAMPING: 132.95 L
 GU1332_MARK LOGO: BOR   
 GU1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1332+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1332
 GU1332  HISTORY     - Date     Condition        Report By
 GU1332  HISTORY     - UNK      MONUMENTED       BOR
 GU1332  HISTORY     - 1970     GOOD             NGS
 GU1332  HISTORY     - 19890214 GOOD             NGS
 GU1332
 GU1332                          STATION DESCRIPTION
 GU1332
 GU1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GU1332'46.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1332'46.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1332'AMIGOS PUMP PLANT, IN THE TOP AND 2.0 FEET SOUTHEAST OF THE
 GU1332'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF CHECK STRUCTURE
 GU1332'17, ABOUT 65 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU1332'LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD.  SECTION 14, T17S, R 15E
 GU1332
 GU1332                          STATION RECOVERY (1989)
 GU1332
 GU1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1336 ***********************************************************************
 GU1336  DESIGNATION -  132.95 R
 GU1336  PID         -  GU1336
 GU1336  STATE/COUNTY-  CA/FRESNO
 GU1336  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1336
 GU1336                         *CURRENT SURVEY CONTROL
 GU1336  ___________________________________________________________________
 GU1336* NAD 83(1986)-  36 27 20.     (N)    120 18 16.     (W)     SCALED    
 GU1336* NAVD 88     -       102.057  (meters)     334.83   (feet)  ADJUSTED  
 GU1336  ___________________________________________________________________
 GU1336  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1336  DYNAMIC HT  -         101.970 (meters)     334.55  (feet)  COMP
 GU1336  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 GU1336
 GU1336  VERT ORDER  -  FIRST     CLASS I
 GU1336
 GU1336.The horizontal coordinates were scaled from a topographic map and have
 GU1336.an estimated accuracy of +/- 6 seconds.
 GU1336
 GU1336.The orthometric height was determined by differential leveling
 GU1336.and adjusted in June 1991.
 GU1336
 GU1336.The geoid height was determined by GEOID03.
 GU1336
 GU1336.The dynamic height is computed by dividing the NAVD 88
 GU1336.geopotential number by the normal gravity value computed on the
 GU1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1336.degrees latitude (g = 980.6199 gals.).
 GU1336
 GU1336.The modeled gravity was interpolated from observed gravity values.
 GU1336
 GU1336;                    North         East    Units  Estimated Accuracy
 GU1336;SPC CA 4     -   625,320.    1,883,080.      MT  (+/- 180 meters Scaled)
 GU1336
 GU1336                          SUPERSEDED SURVEY CONTROL
 GU1336
 GU1336  NGVD 29 (??/??/92)  101.203  (m)          332.03   (f) ADJ UNCH    1 1
 GU1336
 GU1336.Superseded values are not recommended for survey control.
 GU1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1336.See file dsdata.txt to determine how the superseded data were derived.
 GU1336
 GU1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF415378(NAD 83)
 GU1336_MARKER: DD = SURVEY DISK
 GU1336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1336_SP_SET: ABUTMENT
 GU1336_STAMPING: 132.95 R
 GU1336_MARK LOGO: BOR   
 GU1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1336+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1336
 GU1336  HISTORY     - Date     Condition        Report By
 GU1336  HISTORY     - UNK      MONUMENTED       BOR
 GU1336  HISTORY     - 1967     GOOD             NGS
 GU1336  HISTORY     - 1971     GOOD             NGS
 GU1336  HISTORY     - 19890214 GOOD             NGS
 GU1336
 GU1336                          STATION DESCRIPTION
 GU1336
 GU1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1336'46.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1336'46.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1336'AMIGOS PUMP PLANT, IN R15E T17S, SECTION 14, IN THE TOP OF THE
 GU1336'EXTREME WEST CORNER OF THE MOTOR DECK FOR CHECK DAM NO. 4, 15
 GU1336'FEET NORTHWEST OF THE SOUTHWEST MOST MOTOR, 2.0 FEET SOUTHWEST OF
 GU1336'A PIPE GUARDRAIL.
 GU1336
 GU1336                          STATION RECOVERY (1971)
 GU1336
 GU1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1336'RECOVERED IN GOOD CONDITION.
 GU1336
 GU1336                          STATION RECOVERY (1989)
 GU1336
 GU1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0180 ***********************************************************************
 LU0180  DESIGNATION -  1320 B USGS
 LU0180  PID         -  LU0180
 LU0180  STATE/COUNTY-  CA/SHASTA
 LU0180  USGS QUAD   -  LAMOINE (1990)
 LU0180
 LU0180                         *CURRENT SURVEY CONTROL
 LU0180  ___________________________________________________________________
 LU0180* NAD 83(1986)-  40 59 44.     (N)    122 24 34.     (W)     SCALED    
 LU0180* NAVD 88     -       403.722  (meters)    1324.54   (feet)  ADJUSTED  
 LU0180  ___________________________________________________________________
 LU0180  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 LU0180  DYNAMIC HT  -         403.499 (meters)    1323.81  (feet)  COMP
 LU0180  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 LU0180
 LU0180  VERT ORDER  -  FIRST     CLASS II
 LU0180
 LU0180.The horizontal coordinates were scaled from a topographic map and have
 LU0180.an estimated accuracy of +/- 6 seconds.
 LU0180
 LU0180.The orthometric height was determined by differential leveling
 LU0180.and adjusted in June 1991.
 LU0180
 LU0180.The geoid height was determined by GEOID03.
 LU0180
 LU0180.The dynamic height is computed by dividing the NAVD 88
 LU0180.geopotential number by the normal gravity value computed on the
 LU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0180.degrees latitude (g = 980.6199 gals.).
 LU0180
 LU0180.The modeled gravity was interpolated from observed gravity values.
 LU0180
 LU0180;                    North         East    Units  Estimated Accuracy
 LU0180;SPC CA 1     -   684,650.    1,965,550.      MT  (+/- 180 meters Scaled)
 LU0180
 LU0180                          SUPERSEDED SURVEY CONTROL
 LU0180
 LU0180  NGVD 29 (??/??/92)  402.84   (m)         1321.7    (f) COMPUTED    1 2
 LU0180
 LU0180.Superseded values are not recommended for survey control.
 LU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0180.See file dsdata.txt to determine how the superseded data were derived.
 LU0180
 LU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL496384(NAD 83)
 LU0180_MARKER: DD = SURVEY DISK
 LU0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0180_STAMPING: 1321.356 B 1902
 LU0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0180
 LU0180  HISTORY     - Date     Condition        Report By
 LU0180  HISTORY     - 1902     MONUMENTED       USGS
 LU0180  HISTORY     - 1954     GOOD             NGS
 LU0180
 LU0180                          STATION DESCRIPTION
 LU0180
 LU0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LU0180'2.3 MI NE FROM LAMOINE.
 LU0180'2.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 LU0180'FROM THE SIDING SIGN AT LAMOINE, 8 1/4 POLES NORTHEAST OF
 LU0180'STEEL BRIDGE 302.25 OVER THE SACRAMENTO RIVER, 7 POLES NORTHEAST
 LU0180'OF SEMAPHORE 3024, 24.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LU0180'6 1/2 FEET NORTHEAST OF A TELEGRAPH POLE WITH A GUY WIRE, ABOUT
 LU0180'7 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 LU0180'IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0878 ***********************************************************************
 LU0878  DESIGNATION -  1320 USGS
 LU0878  PID         -  LU0878
 LU0878  STATE/COUNTY-  CA/SHASTA
 LU0878  USGS QUAD   -  FRENCH GULCH (1979)
 LU0878
 LU0878                         *CURRENT SURVEY CONTROL
 LU0878  ___________________________________________________________________
 LU0878* NAD 83(1986)-  40 39 41.     (N)    122 37 38.     (W)     SCALED    
 LU0878* NAVD 88     -       402.756  (meters)    1321.38   (feet)  ADJUSTED  
 LU0878  ___________________________________________________________________
 LU0878  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 LU0878  DYNAMIC HT  -         402.520 (meters)    1320.60  (feet)  COMP
 LU0878  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 LU0878
 LU0878  VERT ORDER  -  FIRST     CLASS II
 LU0878
 LU0878.The horizontal coordinates were scaled from a topographic map and have
 LU0878.an estimated accuracy of +/- 6 seconds.
 LU0878
 LU0878.The orthometric height was determined by differential leveling
 LU0878.and adjusted in June 1991.
 LU0878
 LU0878.The geoid height was determined by GEOID03.
 LU0878
 LU0878.The dynamic height is computed by dividing the NAVD 88
 LU0878.geopotential number by the normal gravity value computed on the
 LU0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0878.degrees latitude (g = 980.6199 gals.).
 LU0878
 LU0878.The modeled gravity was interpolated from observed gravity values.
 LU0878
 LU0878;                    North         East    Units  Estimated Accuracy
 LU0878;SPC CA 1     -   647,650.    1,946,970.      MT  (+/- 180 meters Scaled)
 LU0878
 LU0878                          SUPERSEDED SURVEY CONTROL
 LU0878
 LU0878  NGVD 29 (??/??/92)  401.908  (m)         1318.59   (f) ADJ UNCH    1 2
 LU0878
 LU0878.Superseded values are not recommended for survey control.
 LU0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0878.See file dsdata.txt to determine how the superseded data were derived.
 LU0878
 LU0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL315012(NAD 83)
 LU0878_MARKER: DD = SURVEY DISK
 LU0878_SETTING: 80 = SET IN A BOULDER
 LU0878_SP_SET: BOULDER
 LU0878_STAMPING: 1318.252 B 1905
 LU0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0878+STABILITY: SURFACE MOTION
 LU0878
 LU0878  HISTORY     - Date     Condition        Report By
 LU0878  HISTORY     - 1905     MONUMENTED       USGS
 LU0878  HISTORY     - 1935     GOOD             NGS
 LU0878
 LU0878                          STATION DESCRIPTION
 LU0878
 LU0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0878'0.3 MI SE FROM TOWER HOUSE.
 LU0878'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 299 FROM TOWER HOUSE, SHASTA
 LU0878'COUNTY, 300 FEET UP A ROAD LEADING TO THE OLD CAMDEN PIKE AND THE
 LU0878'RANCH OF THEODORE BROWN IN 1935, ABOUT 200 FEET NORTH OF THE
 LU0878'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES
 LU0878'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1318.252 B 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3009 ***********************************************************************
 FU3009  DESIGNATION -  133 DWR
 FU3009  PID         -  FU3009
 FU3009  STATE/COUNTY-  CA/KINGS
 FU3009  USGS QUAD   -  AVENAL GAP (1973)
 FU3009
 FU3009                         *CURRENT SURVEY CONTROL
 FU3009  ___________________________________________________________________
 FU3009* NAD 83(1986)-  35 51 17.     (N)    119 53 51.     (W)     SCALED    
 FU3009* NAVD 88     -        97.12   (+/-2cm)     318.6    (feet)  VERTCON   
 FU3009  ___________________________________________________________________
 FU3009  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 FU3009  VERT ORDER  -  THIRD (See Below)
 FU3009
 FU3009.The horizontal coordinates were scaled from a topographic map and have
 FU3009.an estimated accuracy of +/- 6 seconds.
 FU3009
 FU3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3009.The vertical order pertains to the NGVD 29 superseded value.
 FU3009
 FU3009.The geoid height was determined by GEOID03.
 FU3009
 FU3009;                    North         East    Units  Estimated Accuracy
 FU3009;SPC CA 4     -   558,230.    1,918,930.      MT  (+/- 180 meters Scaled)
 FU3009
 FU3009                          SUPERSEDED SURVEY CONTROL
 FU3009
 FU3009  NGVD 29 (??/??/??)   96.20   (m)          315.6    (f) RESET       3  
 FU3009
 FU3009.Superseded values are not recommended for survey control.
 FU3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3009.See file dsdata.txt to determine how the superseded data were derived.
 FU3009
 FU3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV383717(NAD 83)
 FU3009_MARKER: P = PIPE CAP
 FU3009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU3009_STAMPING: 1/4 SEC 10-11 LGB MACD
 FU3009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3009
 FU3009  HISTORY     - Date     Condition        Report By
 FU3009  HISTORY     - UNK      MONUMENTED       CA-031
 FU3009  HISTORY     - 1966     GOOD             NGS
 FU3009
 FU3009                          STATION DESCRIPTION
 FU3009
 FU3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FU3009'13.6 MI S FROM KETTLEMAN CITY.
 FU3009'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3009'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3009'THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH
 FU3009'ALONG A DIRT ROAD AND POWER LINE, THENCE 0.4 MILE SOUTH AND
 FU3009'0.5 MILE WEST ALONG A WIDE DIRT ROAD, THENCE 0.25 MILE SOUTH
 FU3009'ALONG A FENCE LINE, 49 FEET EAST OF THE CENTER LINE OF A TRACK
 FU3009'ROAD, 0.6 FOOT NORTH OF A FENCE POST, 2.4 FEET EAST OF A WITNESS
 FU3009'POST, AND SCREWED ON THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT
 FU3009'ABOVE THE GROUND.  NOTE-- ON LINE - 5 MI. E. OF TAFT TO 10 MI.
 FU3009'S. OF KETTLEMAN CITY, CALIFORNIA STATES THE CHARACTER OF THE
 FU3009'MARK IS A DISK AND THE STAMPING IS IN ERROR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4206 ***********************************************************************
 GU4206  DESIGNATION -  133.06=121
 GU4206  PID         -  GU4206
 GU4206  STATE/COUNTY-  CA/SANTA CRUZ
 GU4206  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4206
 GU4206                         *CURRENT SURVEY CONTROL
 GU4206  ___________________________________________________________________
 GU4206* NAD 83(1986)-  36 58 14.     (N)    121 44 19.     (W)     SCALED    
 GU4206* NAVD 88     -        41.481  (meters)     136.09   (feet)  ADJUSTED  
 GU4206  ___________________________________________________________________
 GU4206  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 GU4206  DYNAMIC HT  -          41.449 (meters)     135.99  (feet)  COMP
 GU4206  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 GU4206
 GU4206  VERT ORDER  -  FIRST     CLASS II
 GU4206
 GU4206.The horizontal coordinates were scaled from a topographic map and have
 GU4206.an estimated accuracy of +/- 6 seconds.
 GU4206
 GU4206.The orthometric height was determined by differential leveling
 GU4206.and adjusted in February 1993.
 GU4206
 GU4206.The geoid height was determined by GEOID03.
 GU4206
 GU4206.The dynamic height is computed by dividing the NAVD 88
 GU4206.geopotential number by the normal gravity value computed on the
 GU4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4206.degrees latitude (g = 980.6199 gals.).
 GU4206
 GU4206.The modeled gravity was interpolated from observed gravity values.
 GU4206
 GU4206;                    North         East    Units  Estimated Accuracy
 GU4206;SPC CA 3     -   552,950.    1,889,710.      MT  (+/- 180 meters Scaled)
 GU4206
 GU4206                          SUPERSEDED SURVEY CONTROL
 GU4206
 GU4206  NGVD 29 (10/21/93)   40.647  (m)          133.36   (f) ADJUSTED    1 2
 GU4206
 GU4206.Superseded values are not recommended for survey control.
 GU4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4206.See file dsdata.txt to determine how the superseded data were derived.
 GU4206
 GU4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF122923(NAD 83)
 GU4206_MARKER: DD = SURVEY DISK
 GU4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4206_SP_SET: CONCRETE POST
 GU4206_STAMPING: C.R.3 133.06
 GU4206_MARK LOGO: CA-087
 GU4206_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4206+STABILITY: SURFACE MOTION
 GU4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4206+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4206
 GU4206  HISTORY     - Date     Condition        Report By
 GU4206  HISTORY     - UNK      MONUMENTED       CA-087
 GU4206  HISTORY     - 19900417 GOOD             NGS
 GU4206
 GU4206                          STATION DESCRIPTION
 GU4206
 GU4206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4206'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4206'WITH MAIN STREET IN WATSONVILLE, THENCE 2.67 KM (1.66 MI) WESTERLY
 GU4206'ALONG CASSERLY ROAD, 17.0 M (55.8 FT) EAST OF THE CENTERLINE OF THE
 GU4206'ROAD, AND 2.6 M (8.5 FT) NORTHEAST OF A UTILITY POLE, SET IN A
 GU4206'CONCRETE MONUMENT LEVEL WITH THE GROUND SURFACE..
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1331 ***********************************************************************
 GU1331  DESIGNATION -  133.10 L
 GU1331  PID         -  GU1331
 GU1331  STATE/COUNTY-  CA/FRESNO
 GU1331  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1331
 GU1331                         *CURRENT SURVEY CONTROL
 GU1331  ___________________________________________________________________
 GU1331* NAD 83(1986)-  36 27 12.     (N)    120 18 12.     (W)     SCALED    
 GU1331* NAVD 88     -        99.54   (+/-2cm)     326.6    (feet)  VERTCON   
 GU1331  ___________________________________________________________________
 GU1331  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1331  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1331
 GU1331.The horizontal coordinates were scaled from a topographic map and have
 GU1331.an estimated accuracy of +/- 6 seconds.
 GU1331
 GU1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1331.The vertical order pertains to the NGVD 29 superseded value.
 GU1331
 GU1331.The geoid height was determined by GEOID03.
 GU1331
 GU1331;                    North         East    Units  Estimated Accuracy
 GU1331;SPC CA 4     -   625,070.    1,883,170.      MT  (+/- 180 meters Scaled)
 GU1331
 GU1331                          SUPERSEDED SURVEY CONTROL
 GU1331
 GU1331  NGVD 29 (??/??/92)   98.667  (m)          323.71   (f) ADJ UNCH    1 1
 GU1331
 GU1331.Superseded values are not recommended for survey control.
 GU1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1331.See file dsdata.txt to determine how the superseded data were derived.
 GU1331
 GU1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF416376(NAD 83)
 GU1331_MARKER: DD = SURVEY DISK
 GU1331_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1331_SP_SET: FOUNDATION
 GU1331_STAMPING: 133.10 L
 GU1331_MARK LOGO: BOR   
 GU1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1331+STABILITY: SURFACE MOTION
 GU1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1331+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1331
 GU1331  HISTORY     - Date     Condition        Report By
 GU1331  HISTORY     - UNK      MONUMENTED       BOR
 GU1331  HISTORY     - 1967     GOOD             NGS
 GU1331  HISTORY     - 1971     GOOD             NGS
 GU1331  HISTORY     - 19890214 GOOD             NGS
 GU1331
 GU1331                          STATION DESCRIPTION
 GU1331
 GU1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1331'46.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1331'46.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1331'AMIGOS PUMP PLANT, 0.15 MILE SOUTHEAST OF CHECK DAM NO. 4, IN
 GU1331'THE TOP OF A 5- BY 5-FOOT CONCRETE FOUNDATION OF A U.S. BUREAU
 GU1331'OF RECLAMATION RECORDER STATION WHICH IS ON THE NORTHEAST LEVEE,
 GU1331'23 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 GU1331'5.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF
 GU1331'THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU1331
 GU1331                          STATION RECOVERY (1971)
 GU1331
 GU1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1331'RECOVERED IN GOOD CONDITION.
 GU1331
 GU1331                          STATION RECOVERY (1989)
 GU1331
 GU1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1325 ***********************************************************************
 GU1325  DESIGNATION -  133.46 L
 GU1325  PID         -  GU1325
 GU1325  STATE/COUNTY-  CA/FRESNO
 GU1325  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1325
 GU1325                         *CURRENT SURVEY CONTROL
 GU1325  ___________________________________________________________________
 GU1325* NAD 83(1986)-  36 26 56.     (N)    120 18 04.     (W)     SCALED    
 GU1325* NAVD 88     -       100.314  (meters)     329.11   (feet)  ADJUSTED  
 GU1325  ___________________________________________________________________
 GU1325  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1325  DYNAMIC HT  -         100.228 (meters)     328.83  (feet)  COMP
 GU1325  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 GU1325
 GU1325  VERT ORDER  -  FIRST     CLASS I
 GU1325
 GU1325.The horizontal coordinates were scaled from a topographic map and have
 GU1325.an estimated accuracy of +/- 6 seconds.
 GU1325
 GU1325.The orthometric height was determined by differential leveling
 GU1325.and adjusted in June 1991.
 GU1325
 GU1325.The geoid height was determined by GEOID03.
 GU1325
 GU1325.The dynamic height is computed by dividing the NAVD 88
 GU1325.geopotential number by the normal gravity value computed on the
 GU1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1325.degrees latitude (g = 980.6199 gals.).
 GU1325
 GU1325.The modeled gravity was interpolated from observed gravity values.
 GU1325
 GU1325;                    North         East    Units  Estimated Accuracy
 GU1325;SPC CA 4     -   624,570.    1,883,370.      MT  (+/- 180 meters Scaled)
 GU1325
 GU1325                          SUPERSEDED SURVEY CONTROL
 GU1325
 GU1325  NGVD 29 (??/??/92)   99.434  (m)          326.23   (f) ADJ UNCH    1 1
 GU1325
 GU1325.Superseded values are not recommended for survey control.
 GU1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1325.See file dsdata.txt to determine how the superseded data were derived.
 GU1325
 GU1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF418371(NAD 83)
 GU1325_MARKER: DD = SURVEY DISK
 GU1325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1325_SP_SET: CANAL LINING
 GU1325_STAMPING: 133.46 L
 GU1325_MARK LOGO: BOR   
 GU1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1325+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1325
 GU1325  HISTORY     - Date     Condition        Report By
 GU1325  HISTORY     - UNK      MONUMENTED       BOR
 GU1325  HISTORY     - 1972     GOOD             NGS
 GU1325  HISTORY     - 19890117 GOOD             NGS
 GU1325
 GU1325                          STATION DESCRIPTION
 GU1325
 GU1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1325'46.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1325'46.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1325'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU1325'LINING OF THE AQUEDUCT, 1.2 FEET EAST OF THE CENTER OF A STEEL
 GU1325'LADDER, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 GU1325
 GU1325                          STATION RECOVERY (1989)
 GU1325
 GU1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1329 ***********************************************************************
 GU1329  DESIGNATION -  133.81 L USBR
 GU1329  PID         -  GU1329
 GU1329  STATE/COUNTY-  CA/FRESNO
 GU1329  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1329
 GU1329                         *CURRENT SURVEY CONTROL
 GU1329  ___________________________________________________________________
 GU1329* NAD 83(1986)-  36 26 38.     (N)    120 18 04.     (W)     SCALED    
 GU1329* NAVD 88     -        99.31   (+/-2cm)     325.8    (feet)  VERTCON   
 GU1329  ___________________________________________________________________
 GU1329  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1329  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1329
 GU1329.The horizontal coordinates were scaled from a topographic map and have
 GU1329.an estimated accuracy of +/- 6 seconds.
 GU1329
 GU1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1329.The vertical order pertains to the NGVD 29 superseded value.
 GU1329
 GU1329.The geoid height was determined by GEOID03.
 GU1329
 GU1329;                    North         East    Units  Estimated Accuracy
 GU1329;SPC CA 4     -   624,020.    1,883,360.      MT  (+/- 180 meters Scaled)
 GU1329
 GU1329                          SUPERSEDED SURVEY CONTROL
 GU1329
 GU1329  NGVD 29 (??/??/92)   98.423  (m)          322.91   (f) ADJ UNCH    1 1
 GU1329
 GU1329.Superseded values are not recommended for survey control.
 GU1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1329.See file dsdata.txt to determine how the superseded data were derived.
 GU1329
 GU1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF419365(NAD 83)
 GU1329_MARKER: DD = SURVEY DISK
 GU1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1329_SP_SET: CONCRETE LINING
 GU1329_STAMPING: L 133.81 102LT 3400+58-70
 GU1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1329
 GU1329  HISTORY     - Date     Condition        Report By
 GU1329  HISTORY     - UNK      MONUMENTED       BOR
 GU1329  HISTORY     - 1967     GOOD             NGS
 GU1329  HISTORY     - 1972     GOOD             NGS
 GU1329
 GU1329                          STATION DESCRIPTION
 GU1329
 GU1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1329'47.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1329'47.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1329'DOS AMIGOS PUMP PLANT, 0.3 MILE WEST OF BENCH MARK M 984, 0.5
 GU1329'MILE EAST OF BENCH MARK L 984, AT THE JUNCTION OF HARLAN AVENUE,
 GU1329'AT THE CROSSING OF A POWER LINE, 25 FEET WEST OF THE CENTER
 GU1329'LINE OF THE EAST LEVEE ROAD, 40 FEET NORTH OF A POINT UNDER THE
 GU1329'CENTER OF THE POWER LINE, IN THE TOP OF THE CENTER OF THE GRATE
 GU1329'DECK OF A TURNOUT STRUCTURE, ABOUT 5 FEET LOWER THAN THE LEVEE
 GU1329'ROAD, AND ABOUT LEVEL WITH THE TOP OF THE CONCRETE LINING.
 GU1329'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE CANTUA PACIFIC
 GU1329'GAS AND ELECTRIC SUBSTATION BY GOING 0.2 MILE EAST ALONG A
 GU1329'DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 2.2
 GU1329'MILES EAST ALONG HARLAN AVENUE.
 GU1329
 GU1329                          STATION RECOVERY (1972)
 GU1329
 GU1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1318 ***********************************************************************
 GU1318  DESIGNATION -  133.81 R USBR
 GU1318  PID         -  GU1318
 GU1318  STATE/COUNTY-  CA/FRESNO
 GU1318  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1318
 GU1318                         *CURRENT SURVEY CONTROL
 GU1318  ___________________________________________________________________
 GU1318* NAD 83(1986)-  36 26 38.     (N)    120 18 04.     (W)     SCALED    
 GU1318* NAVD 88     -        99.98   (+/-2cm)     328.0    (feet)  VERTCON   
 GU1318  ___________________________________________________________________
 GU1318  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1318  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1318
 GU1318.The horizontal coordinates were scaled from a topographic map and have
 GU1318.an estimated accuracy of +/- 6 seconds.
 GU1318
 GU1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1318.The vertical order pertains to the NGVD 29 superseded value.
 GU1318
 GU1318.The geoid height was determined by GEOID03.
 GU1318
 GU1318;                    North         East    Units  Estimated Accuracy
 GU1318;SPC CA 4     -   624,020.    1,883,360.      MT  (+/- 180 meters Scaled)
 GU1318
 GU1318                          SUPERSEDED SURVEY CONTROL
 GU1318
 GU1318  NGVD 29 (??/??/92)   99.097  (m)          325.12   (f) ADJ UNCH    1 1
 GU1318
 GU1318.Superseded values are not recommended for survey control.
 GU1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1318.See file dsdata.txt to determine how the superseded data were derived.
 GU1318
 GU1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF419365(NAD 83)
 GU1318_MARKER: DD = SURVEY DISK
 GU1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1318_SP_SET: CONCRETE TURNOUT
 GU1318_STAMPING: 133.81 R
 GU1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1318
 GU1318  HISTORY     - Date     Condition        Report By
 GU1318  HISTORY     - UNK      MONUMENTED       BOR
 GU1318  HISTORY     - 1967     GOOD             NGS
 GU1318  HISTORY     - 1971     GOOD             NGS
 GU1318
 GU1318                          STATION DESCRIPTION
 GU1318
 GU1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1318'47.1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1318'47.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1318'DOS AMIGOS PUMP PLANT, IN R15E T17S, SECTION 13, IN THE
 GU1318'TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE ON THE
 GU1318'SOUTHWEST LEVEE, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU1318'SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 GU1318'OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET
 GU1318'LOWER THAN THE ROAD.
 GU1318
 GU1318                          STATION RECOVERY (1971)
 GU1318
 GU1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4345 ***********************************************************************
 EW4345  DESIGNATION -  1330 USGS
 EW4345  PID         -  EW4345
 EW4345  STATE/COUNTY-  CA/LOS ANGELES
 EW4345  USGS QUAD   -  CANOGA PARK (1967)
 EW4345
 EW4345                         *CURRENT SURVEY CONTROL
 EW4345  ___________________________________________________________________
 EW4345* NAD 83(1986)-  34 07 46.     (N)    118 35 59.     (W)     SCALED    
 EW4345* NAVD 88     -       405.96   (+/-2cm)    1331.9    (feet)  VERTCON   
 EW4345  ___________________________________________________________________
 EW4345  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW4345  VERT ORDER  -  THIRD (See Below)
 EW4345
 EW4345.The horizontal coordinates were scaled from a topographic map and have
 EW4345.an estimated accuracy of +/- 6 seconds.
 EW4345
 EW4345.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4345.The vertical order pertains to the NGVD 29 superseded value.
 EW4345
 EW4345.The geoid height was determined by GEOID03.
 EW4345
 EW4345;                    North         East    Units  Estimated Accuracy
 EW4345;SPC CA 5     -   569,990.    1,944,680.      MT  (+/- 180 meters Scaled)
 EW4345
 EW4345                          SUPERSEDED SURVEY CONTROL
 EW4345
 EW4345  NGVD 29 (??/??/??)  405.17   (m)         1329.3    (f) RESET       3  
 EW4345
 EW4345.Superseded values are not recommended for survey control.
 EW4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4345.See file dsdata.txt to determine how the superseded data were derived.
 EW4345
 EW4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524776(NAD 83)
 EW4345_MARKER: Q = CHISELED SQUARE
 EW4345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4345_SP_SET: CULVERT
 EW4345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4345
 EW4345  HISTORY     - Date     Condition        Report By
 EW4345  HISTORY     - UNK      MONUMENTED       USGS
 EW4345  HISTORY     - 1934     GOOD             NGS
 EW4345  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW4345
 EW4345                          STATION DESCRIPTION
 EW4345
 EW4345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EW4345'0.6 MI N FROM VETERAN SPRINGS.
 EW4345'0.6 MILE NORTH ALONG STATE HIGHWAY 27 (TOPANGA CANYON AVENUE)
 EW4345'FROM VETERAN SPRINGS, LOS ANGELES COUNTY, 1.2 MILES SOUTH OF
 EW4345'THE SUMMIT AT THE PICNIC GROUNDS, AT A CULVERT UNDER THE HIGHWAY,
 EW4345'AND ON THE TOP OF THE EAST CONCRETE HEADWALL.  A CHISELED SQUARE.
 EW4345'NOTE-- STATE HIGHWAY HAS BEEN REBUILT AND SO HAVE THE CULVERTS.
 EW4345
 EW4345                          STATION RECOVERY (1961)
 EW4345
 EW4345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW4345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0620 ***********************************************************************
 KT0620  DESIGNATION -  1331 USGS
 KT0620  PID         -  KT0620
 KT0620  STATE/COUNTY-  CA/LAKE
 KT0620  USGS QUAD   -  LUCERNE (1994)
 KT0620
 KT0620                         *CURRENT SURVEY CONTROL
 KT0620  ___________________________________________________________________
 KT0620* NAD 83(1986)-  39 02 27.     (N)    122 46 23.     (W)     SCALED    
 KT0620* NAVD 88     -       406.41   (+/-2cm)    1333.4    (feet)  VERTCON   
 KT0620  ___________________________________________________________________
 KT0620  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 KT0620  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0620
 KT0620.The horizontal coordinates were scaled from a topographic map and have
 KT0620.an estimated accuracy of +/- 6 seconds.
 KT0620
 KT0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0620.The vertical order pertains to the NGVD 29 superseded value.
 KT0620
 KT0620.The geoid height was determined by GEOID03.
 KT0620
 KT0620;                    North         East    Units  Estimated Accuracy
 KT0620;SPC CA 2     -   652,820.    1,933,080.      MT  (+/- 180 meters Scaled)
 KT0620
 KT0620                          SUPERSEDED SURVEY CONTROL
 KT0620
 KT0620  NGVD 29 (??/??/92)  405.545  (m)         1330.53   (f) ADJ UNCH    1 2
 KT0620
 KT0620.Superseded values are not recommended for survey control.
 KT0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0620.See file dsdata.txt to determine how the superseded data were derived.
 KT0620
 KT0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ196213(NAD 83)
 KT0620_MARKER: Q = CHISELED SQUARE
 KT0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0620_SP_SET: CULVERT
 KT0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0620
 KT0620  HISTORY     - Date     Condition        Report By
 KT0620  HISTORY     - UNK      MONUMENTED       USGS
 KT0620  HISTORY     - 1966     GOOD             NGS
 KT0620
 KT0620                          STATION DESCRIPTION
 KT0620
 KT0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0620'3.8 MI SE FROM LUCERNE.
 KT0620'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 KT0620'9TH AVENUE AT LUCERNE, IN THE TOP OF THE CENTER OF THE NORTHEAST
 KT0620'CONCRETE AND ROCK HEAD WALL OF 18-INCH PIPE CULVERT B 679+00,
 KT0620'21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT
 KT0620'SOUTHWEST OF THE NORTHEAST EDGE OF THE CULVERT, AND ABOUT 2 FEET
 KT0620'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0231 ***********************************************************************
 GT0231  DESIGNATION -  13337
 GT0231  PID         -  GT0231
 GT0231  STATE/COUNTY-  CA/TULARE
 GT0231  USGS QUAD   -  MOUNT WHITNEY (1994)
 GT0231
 GT0231                         *CURRENT SURVEY CONTROL
 GT0231  ___________________________________________________________________
 GT0231* NAD 83(1986)-  36 33 33.     (N)    118 17 17.     (W)     SCALED    
 GT0231* NAVD 88     -      4065.33   (+/-2cm)   13337.7    (feet)  VERTCON   
 GT0231  ___________________________________________________________________
 GT0231  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 GT0231  VERT ORDER  -  THIRD (See Below)
 GT0231
 GT0231.The horizontal coordinates were scaled from a topographic map and have
 GT0231.an estimated accuracy of +/- 6 seconds.
 GT0231
 GT0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0231.The vertical order pertains to the NGVD 29 superseded value.
 GT0231
 GT0231.The geoid height was determined by GEOID03.
 GT0231
 GT0231;                    North         East    Units  Estimated Accuracy
 GT0231;SPC CA 4     -   636,260.    2,063,730.      MT  (+/- 180 meters Scaled)
 GT0231
 GT0231                          SUPERSEDED SURVEY CONTROL
 GT0231
 GT0231  NGVD 29 (??/??/??) 4063.49   (m)        13331.6    (f) RESET       3  
 GT0231
 GT0231.Superseded values are not recommended for survey control.
 GT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0231.See file dsdata.txt to determine how the superseded data were derived.
 GT0231
 GT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA847467(NAD 83)
 GT0231_MARKER: DD = SURVEY DISK
 GT0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0231_SP_SET: WALL
 GT0231_STAMPING: 13337 B 1905
 GT0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0231
 GT0231  HISTORY     - Date     Condition        Report By
 GT0231  HISTORY     - 1905     MONUMENTED       USGS
 GT0231  HISTORY     - 1928     GOOD             NGS
 GT0231
 GT0231                          STATION DESCRIPTION
 GT0231
 GT0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GT0231'21.1 MI W FROM LONE PINE.
 GT0231'IN TULARE COUNTY, 21.1 MILES WEST ALONG A ROAD AND A TRAIL
 GT0231'FROM LONE PINE, INYO COUNTY, IN LONE PINE CANYON, AT THE
 GT0231'INYO-TULARE COUNTY LINE, AT THE SUMMIT OF THE SIERRA NEVADA
 GT0231'DIVIDE, 20 FEET NORTHWEST OF THE TRAIL, AND IN A GRANITE WALL.
 GT0231'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 13337 B
 GT0231'1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3324 ***********************************************************************
 AA3324  DESIGNATION -  134 0.35
 AA3324  PID         -  AA3324
 AA3324  STATE/COUNTY-  CA/LOS ANGELES
 AA3324  USGS QUAD   -  BURBANK (1994)
 AA3324
 AA3324                         *CURRENT SURVEY CONTROL
 AA3324  ___________________________________________________________________
 AA3324* NAD 83(1986)-  34 09 09.     (N)    118 22 13.     (W)     SCALED    
 AA3324* NAVD 88     -       187.525  (meters)     615.24   (feet)  ADJUSTED  
 AA3324  ___________________________________________________________________
 AA3324  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA3324  DYNAMIC HT  -         187.328 (meters)     614.59  (feet)  COMP
 AA3324  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 AA3324
 AA3324  VERT ORDER  -  FIRST     CLASS II
 AA3324
 AA3324.The horizontal coordinates were scaled from a topographic map and have
 AA3324.an estimated accuracy of +/- 6 seconds.
 AA3324
 AA3324.The orthometric height was determined by differential leveling
 AA3324.and adjusted in June 1995.
 AA3324
 AA3324.The geoid height was determined by GEOID03.
 AA3324
 AA3324.The dynamic height is computed by dividing the NAVD 88
 AA3324.geopotential number by the normal gravity value computed on the
 AA3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3324.degrees latitude (g = 980.6199 gals.).
 AA3324
 AA3324.The modeled gravity was interpolated from observed gravity values.
 AA3324
 AA3324;                    North         East    Units  Estimated Accuracy
 AA3324;SPC CA 5     -   572,440.    1,965,850.      MT  (+/- 180 meters Scaled)
 AA3324
 AA3324                          SUPERSEDED SURVEY CONTROL
 AA3324
 AA3324.No superseded survey control is available for this station.
 AA3324
 AA3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736799(NAD 83)
 AA3324_MARKER: DD = SURVEY DISK
 AA3324_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA3324+WITH SETTING: PAVEMENT
 AA3324_SP_SET: OVERPASS DECK
 AA3324_STAMPING: GPS LA 134 0.35 1992 LS 5022
 AA3324_MARK LOGO: CADT  
 AA3324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3324+STABILITY: SURFACE MOTION
 AA3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3324+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3324
 AA3324  HISTORY     - Date     Condition        Report By
 AA3324  HISTORY     - 1992     MONUMENTED       CADT
 AA3324  HISTORY     - 19940822 GOOD             NGS
 AA3324
 AA3324                          STATION DESCRIPTION
 AA3324
 AA3324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3324'IN LOS ANGELES, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE
 AA3324'HIGHWAY 134) AND VINELAND AVENUE, NEAR THE CENTER OF THE CONCRETE DECK
 AA3324'OF THE EASTBOUND FREEWAY OVERPASS OF THE AVENUE, 19.9 M (65.3 FT) WEST
 AA3324'OF THE EAST END OF THE OVERPASS, 1.6 M (5.2 FT) NORTH OF THE SOUTH END
 AA3324'OF THE CENTER PIER OF THE OVERPASS, 1.3 M (4.3 FT) SOUTH OF AND LEVEL
 AA3324'WITH THE FREEWAY FOG LINE, 1.0 M (3.3 FT) NORTH OF AN OVERPASS
 AA3324'PARAPET, AND ON THE CENTER OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3326 ***********************************************************************
 AA3326  DESIGNATION -  134 0.74
 AA3326  PID         -  AA3326
 AA3326  STATE/COUNTY-  CA/LOS ANGELES
 AA3326  USGS QUAD   -  BURBANK (1994)
 AA3326
 AA3326                         *CURRENT SURVEY CONTROL
 AA3326  ___________________________________________________________________
 AA3326* NAD 83(1986)-  34 09 11.     (N)    118 21 51.     (W)     SCALED    
 AA3326* NAVD 88     -       184.934  (meters)     606.74   (feet)  ADJUSTED  
 AA3326  ___________________________________________________________________
 AA3326  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 AA3326  DYNAMIC HT  -         184.740 (meters)     606.10  (feet)  COMP
 AA3326  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 AA3326
 AA3326  VERT ORDER  -  FIRST     CLASS II
 AA3326
 AA3326.The horizontal coordinates were scaled from a topographic map and have
 AA3326.an estimated accuracy of +/- 6 seconds.
 AA3326
 AA3326.The orthometric height was determined by differential leveling
 AA3326.and adjusted in June 1995.
 AA3326
 AA3326.The geoid height was determined by GEOID03.
 AA3326
 AA3326.The dynamic height is computed by dividing the NAVD 88
 AA3326.geopotential number by the normal gravity value computed on the
 AA3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3326.degrees latitude (g = 980.6199 gals.).
 AA3326
 AA3326.The modeled gravity was interpolated from observed gravity values.
 AA3326
 AA3326;                    North         East    Units  Estimated Accuracy
 AA3326;SPC CA 5     -   572,500.    1,966,420.      MT  (+/- 180 meters Scaled)
 AA3326
 AA3326                          SUPERSEDED SURVEY CONTROL
 AA3326
 AA3326.No superseded survey control is available for this station.
 AA3326
 AA3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT742799(NAD 83)
 AA3326_MARKER: DD = SURVEY DISK
 AA3326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3326_SP_SET: CURB
 AA3326_STAMPING: LA 134 0.74 1992 LS 5022
 AA3326_MARK LOGO: CADT  
 AA3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3326+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3326
 AA3326  HISTORY     - Date     Condition        Report By
 AA3326  HISTORY     - 1992     MONUMENTED       CADT
 AA3326  HISTORY     - 19940822 GOOD             NGS
 AA3326
 AA3326                          STATION DESCRIPTION
 AA3326
 AA3326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3326'IN LOS ANGELES, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE
 AA3326'HIGHWAY 134) AND CAHUENGA BOULEVARD, NEAR THE EAST END OF THE CONCRETE
 AA3326'CURB BETWEEN THE EASTBOUND FREEWAY AND AN ON-RAMP, 183.0 M (600.4 FT)
 AA3326'WEST OF THE CENTER OF LANKERSHIM BOULEVARD, 8.0 M (26.2 FT) EAST OF A
 AA3326'HIGHWAY SIGN, 2.8 M (9.2 FT) SOUTH OF THE FREEWAY FOG LINE, 1.0 M (3.3
 AA3326'FT) NORTH OF THE ON-RAMP FOG LINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 AA3326'OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3325 ***********************************************************************
 AA3325  DESIGNATION -  134 002
 AA3325  PID         -  AA3325
 AA3325  STATE/COUNTY-  CA/LOS ANGELES
 AA3325  USGS QUAD   -  BURBANK (1994)
 AA3325
 AA3325                         *CURRENT SURVEY CONTROL
 AA3325  ___________________________________________________________________
 AA3325* NAD 83(1986)-  34 09 09.     (N)    118 22 12.     (W)     SCALED    
 AA3325* NAVD 88     -       187.393  (meters)     614.81   (feet)  ADJUSTED  
 AA3325  ___________________________________________________________________
 AA3325  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA3325  DYNAMIC HT  -         187.196 (meters)     614.16  (feet)  COMP
 AA3325  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 AA3325
 AA3325  VERT ORDER  -  FIRST     CLASS II
 AA3325
 AA3325.The horizontal coordinates were scaled from a topographic map and have
 AA3325.an estimated accuracy of +/- 6 seconds.
 AA3325
 AA3325.The orthometric height was determined by differential leveling
 AA3325.and adjusted in June 1995.
 AA3325
 AA3325.The geoid height was determined by GEOID03.
 AA3325
 AA3325.The dynamic height is computed by dividing the NAVD 88
 AA3325.geopotential number by the normal gravity value computed on the
 AA3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3325.degrees latitude (g = 980.6199 gals.).
 AA3325
 AA3325.The modeled gravity was interpolated from observed gravity values.
 AA3325
 AA3325;                    North         East    Units  Estimated Accuracy
 AA3325;SPC CA 5     -   572,440.    1,965,880.      MT  (+/- 180 meters Scaled)
 AA3325
 AA3325                          SUPERSEDED SURVEY CONTROL
 AA3325
 AA3325.No superseded survey control is available for this station.
 AA3325
 AA3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737799(NAD 83)
 AA3325_MARKER: DD = SURVEY DISK
 AA3325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3325_SP_SET: OVERPASS ABUTMENT
 AA3325_STAMPING: 134 002 1994
 AA3325_MARK LOGO: CADT  
 AA3325_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3325+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3325
 AA3325  HISTORY     - Date     Condition        Report By
 AA3325  HISTORY     - 1994     MONUMENTED       CADT
 AA3325  HISTORY     - 19940822 GOOD             NGS
 AA3325
 AA3325                          STATION DESCRIPTION
 AA3325
 AA3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3325'IN LOS ANGELES, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE
 AA3325'HIGHWAY 134) AND VINELAND AVENUE, IN TOP OF AND 1.7 M (5.6 FT) NORTH
 AA3325'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND
 AA3325'FREEWAY OVERPASS OF THE AVENUE, 19.9 M (65.3 FT) EAST OF THE CENTER OF
 AA3325'THE AVENUE, 2.0 M (6.6 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG
 AA3325'LINE, AND 0.6 M (2.0 FT) NORTH OF THE OVERPASS PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3328 ***********************************************************************
 AA3328  DESIGNATION -  134 003
 AA3328  PID         -  AA3328
 AA3328  STATE/COUNTY-  CA/LOS ANGELES
 AA3328  USGS QUAD   -  BURBANK (1994)
 AA3328
 AA3328                         *CURRENT SURVEY CONTROL
 AA3328  ___________________________________________________________________
 AA3328* NAD 83(1986)-  34 09 11.     (N)    118 21 09.     (W)     SCALED    
 AA3328* NAVD 88     -       180.462  (meters)     592.07   (feet)  ADJUSTED  
 AA3328  ___________________________________________________________________
 AA3328  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA3328  DYNAMIC HT  -         180.273 (meters)     591.45  (feet)  COMP
 AA3328  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 AA3328
 AA3328  VERT ORDER  -  FIRST     CLASS II
 AA3328
 AA3328.The horizontal coordinates were scaled from a topographic map and have
 AA3328.an estimated accuracy of +/- 6 seconds.
 AA3328
 AA3328.The orthometric height was determined by differential leveling
 AA3328.and adjusted in June 1995.
 AA3328
 AA3328.The geoid height was determined by GEOID03.
 AA3328
 AA3328.The dynamic height is computed by dividing the NAVD 88
 AA3328.geopotential number by the normal gravity value computed on the
 AA3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3328.degrees latitude (g = 980.6199 gals.).
 AA3328
 AA3328.The modeled gravity was interpolated from observed gravity values.
 AA3328
 AA3328;                    North         East    Units  Estimated Accuracy
 AA3328;SPC CA 5     -   572,500.    1,967,490.      MT  (+/- 180 meters Scaled)
 AA3328
 AA3328                          SUPERSEDED SURVEY CONTROL
 AA3328
 AA3328.No superseded survey control is available for this station.
 AA3328
 AA3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT753799(NAD 83)
 AA3328_MARKER: DD = SURVEY DISK
 AA3328_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3328_SP_SET: OVERPASS ABUTMENT
 AA3328_STAMPING: 134 003 1994
 AA3328_MARK LOGO: CADT  
 AA3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3328+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3328
 AA3328  HISTORY     - Date     Condition        Report By
 AA3328  HISTORY     - 1994     MONUMENTED       CADT
 AA3328  HISTORY     - 19940822 GOOD             NGS
 AA3328
 AA3328                          STATION DESCRIPTION
 AA3328
 AA3328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3328'IN LOS ANGELES, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE
 AA3328'HIGHWAY 134) AND FORMAN AVENUE, IN TOP OF AND 1.2 M (3.9 FT) NORTH OF
 AA3328'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND FREEWAY
 AA3328'OVERPASS OF THE AVENUE, 14.3 M (46.9 FT) EAST OF THE CENTER OF THE
 AA3328'AVENUE, 1.9 M (6.2 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE,
 AA3328'AND 0.5 M (1.6 FT) NORTH OF THE OVERPASS PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3331 ***********************************************************************
 AA3331  DESIGNATION -  134 004
 AA3331  PID         -  AA3331
 AA3331  STATE/COUNTY-  CA/LOS ANGELES
 AA3331  USGS QUAD   -  BURBANK (1994)
 AA3331
 AA3331                         *CURRENT SURVEY CONTROL
 AA3331  ___________________________________________________________________
 AA3331* NAD 83(1986)-  34 09 09.     (N)    118 19 49.     (W)     SCALED    
 AA3331* NAVD 88     -       163.429  (meters)     536.18   (feet)  ADJUSTED  
 AA3331  ___________________________________________________________________
 AA3331  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AA3331  DYNAMIC HT  -         163.258 (meters)     535.62  (feet)  COMP
 AA3331  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 AA3331
 AA3331  VERT ORDER  -  FIRST     CLASS II
 AA3331
 AA3331.The horizontal coordinates were scaled from a topographic map and have
 AA3331.an estimated accuracy of +/- 6 seconds.
 AA3331
 AA3331.The orthometric height was determined by differential leveling
 AA3331.and adjusted in June 1995.
 AA3331
 AA3331.The geoid height was determined by GEOID03.
 AA3331
 AA3331.The dynamic height is computed by dividing the NAVD 88
 AA3331.geopotential number by the normal gravity value computed on the
 AA3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3331.degrees latitude (g = 980.6199 gals.).
 AA3331
 AA3331.The modeled gravity was interpolated from observed gravity values.
 AA3331
 AA3331;                    North         East    Units  Estimated Accuracy
 AA3331;SPC CA 5     -   572,430.    1,969,540.      MT  (+/- 180 meters Scaled)
 AA3331
 AA3331                          SUPERSEDED SURVEY CONTROL
 AA3331
 AA3331.No superseded survey control is available for this station.
 AA3331
 AA3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773798(NAD 83)
 AA3331_MARKER: DD = SURVEY DISK
 AA3331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3331_SP_SET: OVERPASS ABUTMENT
 AA3331_STAMPING: 134 004 1994
 AA3331_MARK LOGO: CADT  
 AA3331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3331+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3331
 AA3331  HISTORY     - Date     Condition        Report By
 AA3331  HISTORY     - 1994     MONUMENTED       CADT
 AA3331  HISTORY     - 19940822 GOOD             NGS
 AA3331
 AA3331                          STATION DESCRIPTION
 AA3331
 AA3331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3331'IN BURBANK, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE HIGHWAY
 AA3331'134) AND BOB HOPE DRIVE, IN TOP OF AND 1.2 M (3.9 FT) NORTH OF THE
 AA3331'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE EASTBOUND FREEWAY
 AA3331'OVERPASS OF THE DRIVE, 9.4 M (30.8 FT) WEST OF THE CENTER OF THE
 AA3331'DRIVE, 1.8 M (5.9 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE,
 AA3331'AND 0.7 M (2.3 FT) NORTH OF THE OVERPASS PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3336 ***********************************************************************
 AA3336  DESIGNATION -  134 005
 AA3336  PID         -  AA3336
 AA3336  STATE/COUNTY-  CA/LOS ANGELES
 AA3336  USGS QUAD   -  BURBANK (1994)
 AA3336
 AA3336                         *CURRENT SURVEY CONTROL
 AA3336  ___________________________________________________________________
 AA3336* NAD 83(1986)-  34 09 16.     (N)    118 18 57.     (W)     SCALED    
 AA3336* NAVD 88     -       155.432  (meters)     509.95   (feet)  ADJUSTED  
 AA3336  ___________________________________________________________________
 AA3336  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AA3336  DYNAMIC HT  -         155.269 (meters)     509.41  (feet)  COMP
 AA3336  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 AA3336
 AA3336  VERT ORDER  -  FIRST     CLASS II
 AA3336
 AA3336.The horizontal coordinates were scaled from a topographic map and have
 AA3336.an estimated accuracy of +/- 6 seconds.
 AA3336
 AA3336.The orthometric height was determined by differential leveling
 AA3336.and adjusted in June 1995.
 AA3336
 AA3336.The geoid height was determined by GEOID03.
 AA3336
 AA3336.The dynamic height is computed by dividing the NAVD 88
 AA3336.geopotential number by the normal gravity value computed on the
 AA3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3336.degrees latitude (g = 980.6199 gals.).
 AA3336
 AA3336.The modeled gravity was interpolated from observed gravity values.
 AA3336
 AA3336;                    North         East    Units  Estimated Accuracy
 AA3336;SPC CA 5     -   572,640.    1,970,880.      MT  (+/- 180 meters Scaled)
 AA3336
 AA3336                          SUPERSEDED SURVEY CONTROL
 AA3336
 AA3336.No superseded survey control is available for this station.
 AA3336
 AA3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787800(NAD 83)
 AA3336_MARKER: DD = SURVEY DISK
 AA3336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3336_SP_SET: BRIDGE ABUTMENT
 AA3336_STAMPING: 134 005 1994
 AA3336_MARK LOGO: CADT  
 AA3336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3336+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3336
 AA3336  HISTORY     - Date     Condition        Report By
 AA3336  HISTORY     - 1994     MONUMENTED       CADT
 AA3336  HISTORY     - 19940822 GOOD             NGS
 AA3336
 AA3336                          STATION DESCRIPTION
 AA3336
 AA3336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3336'1.0 KM (0.60 MI) EASTERLY ALONG VENTURA FREEWAY (STATE HIGHWAY 134)
 AA3336'FROM THE JUNCTION OF RIVERSIDE DRIVE IN BURBANK, NEAR THE EAST END OF
 AA3336'THE SOUTH CONCRETE ABUTMENT PARAPET OF THE EASTBOUND FREEWAY BRIDGE
 AA3336'SPANNING THE LOS ANGELES RIVER, 1.5 M (4.9 FT) SOUTHWEST OF THE
 AA3336'FREEWAY FOG LINE, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3340 ***********************************************************************
 AA3340  DESIGNATION -  134 006
 AA3340  PID         -  AA3340
 AA3340  STATE/COUNTY-  CA/LOS ANGELES
 AA3340  USGS QUAD   -  BURBANK (1994)
 AA3340
 AA3340                         *CURRENT SURVEY CONTROL
 AA3340  ___________________________________________________________________
 AA3340* NAD 83(1986)-  34 09 19.     (N)    118 17 44.     (W)     SCALED    
 AA3340* NAVD 88     -       143.345  (meters)     470.29   (feet)  ADJUSTED  
 AA3340  ___________________________________________________________________
 AA3340  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AA3340  DYNAMIC HT  -         143.196 (meters)     469.80  (feet)  COMP
 AA3340  MODELED GRAV-     979,591.3   (mgal)                       NAVD 88
 AA3340
 AA3340  VERT ORDER  -  FIRST     CLASS II
 AA3340
 AA3340.The horizontal coordinates were scaled from a topographic map and have
 AA3340.an estimated accuracy of +/- 6 seconds.
 AA3340
 AA3340.The orthometric height was determined by differential leveling
 AA3340.and adjusted in June 1995.
 AA3340
 AA3340.The geoid height was determined by GEOID03.
 AA3340
 AA3340.The dynamic height is computed by dividing the NAVD 88
 AA3340.geopotential number by the normal gravity value computed on the
 AA3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3340.degrees latitude (g = 980.6199 gals.).
 AA3340
 AA3340.The modeled gravity was interpolated from observed gravity values.
 AA3340
 AA3340;                    North         East    Units  Estimated Accuracy
 AA3340;SPC CA 5     -   572,730.    1,972,750.      MT  (+/- 180 meters Scaled)
 AA3340
 AA3340                          SUPERSEDED SURVEY CONTROL
 AA3340
 AA3340.No superseded survey control is available for this station.
 AA3340
 AA3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT805801(NAD 83)
 AA3340_MARKER: DD = SURVEY DISK
 AA3340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3340_SP_SET: RETAINING WALL
 AA3340_STAMPING: 134 006 1994
 AA3340_MARK LOGO: CADT  
 AA3340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3340+STABILITY: SURFACE MOTION
 AA3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3340+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3340
 AA3340  HISTORY     - Date     Condition        Report By
 AA3340  HISTORY     - 1994     MONUMENTED       CADT
 AA3340  HISTORY     - 19940822 GOOD             NGS
 AA3340
 AA3340                          STATION DESCRIPTION
 AA3340
 AA3340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3340'IN LOS ANGELES, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE
 AA3340'HIGHWAY 134) AND VICTORY BOULEVARD, NEAR THE WEST END OF THE CONCRETE
 AA3340'RETAINING WALL BETWEEN THE EASTBOUND FREEWAY AND THE OFF-RAMP LEADING
 AA3340'TO VICTORY BOULEVARD, 195.0 M (639.8 FT) WEST OF THE CENTER OF THE
 AA3340'BOULEVARD, 3.6 M (11.8 FT) NORTH OF THE CENTER OF THE RAMP, 3.2 M
 AA3340'(10.5 FT) SOUTH OF THE FREEWAY FOG LINE, AND 0.8 M (2.6 FT) ABOVE THE
 AA3340'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3327 ***********************************************************************
 AA3327  DESIGNATION -  134 1.17
 AA3327  PID         -  AA3327
 AA3327  STATE/COUNTY-  CA/LOS ANGELES
 AA3327  USGS QUAD   -  BURBANK (1994)
 AA3327
 AA3327                         *CURRENT SURVEY CONTROL
 AA3327  ___________________________________________________________________
 AA3327* NAD 83(1986)-  34 09 10.     (N)    118 21 24.     (W)     SCALED    
 AA3327* NAVD 88     -       181.635  (meters)     595.91   (feet)  ADJUSTED  
 AA3327  ___________________________________________________________________
 AA3327  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AA3327  DYNAMIC HT  -         181.445 (meters)     595.29  (feet)  COMP
 AA3327  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 AA3327
 AA3327  VERT ORDER  -  FIRST     CLASS II
 AA3327
 AA3327.The horizontal coordinates were scaled from a topographic map and have
 AA3327.an estimated accuracy of +/- 6 seconds.
 AA3327
 AA3327.The orthometric height was determined by differential leveling
 AA3327.and adjusted in June 1995.
 AA3327
 AA3327.The geoid height was determined by GEOID03.
 AA3327
 AA3327.The dynamic height is computed by dividing the NAVD 88
 AA3327.geopotential number by the normal gravity value computed on the
 AA3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3327.degrees latitude (g = 980.6199 gals.).
 AA3327
 AA3327.The modeled gravity was interpolated from observed gravity values.
 AA3327
 AA3327;                    North         East    Units  Estimated Accuracy
 AA3327;SPC CA 5     -   572,470.    1,967,110.      MT  (+/- 180 meters Scaled)
 AA3327
 AA3327                          SUPERSEDED SURVEY CONTROL
 AA3327
 AA3327.No superseded survey control is available for this station.
 AA3327
 AA3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749799(NAD 83)
 AA3327_MARKER: DD = SURVEY DISK
 AA3327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3327_SP_SET: CURB
 AA3327_STAMPING: GPS LA 134 1.17 1992 LS 5022
 AA3327_MARK LOGO: CADT  
 AA3327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3327+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3327
 AA3327  HISTORY     - Date     Condition        Report By
 AA3327  HISTORY     - 1992     MONUMENTED       CADT
 AA3327  HISTORY     - 19940822 GOOD             NGS
 AA3327
 AA3327                          STATION DESCRIPTION
 AA3327
 AA3327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3327'IN LOS ANGELES, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE
 AA3327'HIGHWAY 134) AND LEDGE AVENUE, IN THE CONCRETE CURB OF THE DRAIN ALONG
 AA3327'THE EASTBOUND FREEWAY, 53.0 M (173.9 FT) EAST OF THE CENTER OF THE
 AA3327'AVENUE, 19.7 M (64.6 FT) WEST OF A STREET LIGHT POLE, 2.9 M (9.5 FT)
 AA3327'SOUTH OF AND LEVEL WITH THE SOUTH EDGE OF THE FREEWAY, AND 1.1 M (3.6
 AA3327'FT) NORTH OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3329 ***********************************************************************
 AA3329  DESIGNATION -  134 1.67
 AA3329  PID         -  AA3329
 AA3329  STATE/COUNTY-  CA/LOS ANGELES
 AA3329  USGS QUAD   -  BURBANK (1994)
 AA3329
 AA3329                         *CURRENT SURVEY CONTROL
 AA3329  ___________________________________________________________________
 AA3329* NAD 83(1986)-  34 09 14.     (N)    118 20 46.     (W)     SCALED    
 AA3329* NAVD 88     -       166.976  (meters)     547.82   (feet)  ADJUSTED  
 AA3329  ___________________________________________________________________
 AA3329  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AA3329  DYNAMIC HT  -         166.801 (meters)     547.25  (feet)  COMP
 AA3329  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 AA3329
 AA3329  VERT ORDER  -  FIRST     CLASS II
 AA3329
 AA3329.The horizontal coordinates were scaled from a topographic map and have
 AA3329.an estimated accuracy of +/- 6 seconds.
 AA3329
 AA3329.The orthometric height was determined by differential leveling
 AA3329.and adjusted in June 1995.
 AA3329
 AA3329.The geoid height was determined by GEOID03.
 AA3329
 AA3329.The dynamic height is computed by dividing the NAVD 88
 AA3329.geopotential number by the normal gravity value computed on the
 AA3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3329.degrees latitude (g = 980.6199 gals.).
 AA3329
 AA3329.The modeled gravity was interpolated from observed gravity values.
 AA3329
 AA3329;                    North         East    Units  Estimated Accuracy
 AA3329;SPC CA 5     -   572,590.    1,968,080.      MT  (+/- 180 meters Scaled)
 AA3329
 AA3329                          SUPERSEDED SURVEY CONTROL
 AA3329
 AA3329.No superseded survey control is available for this station.
 AA3329
 AA3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT759800(NAD 83)
 AA3329_MARKER: DD = SURVEY DISK
 AA3329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3329_STAMPING: GPS LA 134 1.67 1992 LS 5022
 AA3329_MARK LOGO: CADT  
 AA3329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3329+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3329
 AA3329  HISTORY     - Date     Condition        Report By
 AA3329  HISTORY     - 1992     MONUMENTED       CADT
 AA3329  HISTORY     - 19940822 GOOD             NGS
 AA3329
 AA3329                          STATION DESCRIPTION
 AA3329
 AA3329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3329'IN BURBANK, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE HIGHWAY
 AA3329'134) AND PASS AVENUE, A METAL PIPE DRIVEN 0.9 METER AND FLUSH WITH THE
 AA3329'GROUND, 245.0 M (803.8 FT) WEST OF THE CENTER OF THE AVENUE, 10.8 M
 AA3329'(35.4 FT) WEST OF SIGN POST, 2.9 M (9.5 FT) NORTH OF AN OFF-RAMP FOG
 AA3329'LINE, 1.7 M (5.6 FT) SOUTH OF THE EASTBOUND FREEWAY FOG LINE, 0.2 M
 AA3329'(0.7 FT) ABOVE THE LEVEL OF THE FREEWAY, DISK ON TOP OF A 0.9 METER
 AA3329'LONG PIPE IS SURROUNDED BY AND FLUSH WITH THE ASPHALT SHOULDER OF THE
 AA3329'FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3332 ***********************************************************************
 AA3332  DESIGNATION -  134 2.68
 AA3332  PID         -  AA3332
 AA3332  STATE/COUNTY-  CA/LOS ANGELES
 AA3332  USGS QUAD   -  BURBANK (1994)
 AA3332
 AA3332                         *CURRENT SURVEY CONTROL
 AA3332  ___________________________________________________________________
 AA3332* NAD 83(1986)-  34 09 09.     (N)    118 19 48.     (W)     SCALED    
 AA3332* NAVD 88     -       163.379  (meters)     536.02   (feet)  ADJUSTED  
 AA3332  ___________________________________________________________________
 AA3332  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AA3332  DYNAMIC HT  -         163.208 (meters)     535.46  (feet)  COMP
 AA3332  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 AA3332
 AA3332  VERT ORDER  -  FIRST     CLASS II
 AA3332
 AA3332.The horizontal coordinates were scaled from a topographic map and have
 AA3332.an estimated accuracy of +/- 6 seconds.
 AA3332
 AA3332.The orthometric height was determined by differential leveling
 AA3332.and adjusted in June 1995.
 AA3332
 AA3332.The geoid height was determined by GEOID03.
 AA3332
 AA3332.The dynamic height is computed by dividing the NAVD 88
 AA3332.geopotential number by the normal gravity value computed on the
 AA3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3332.degrees latitude (g = 980.6199 gals.).
 AA3332
 AA3332.The modeled gravity was interpolated from observed gravity values.
 AA3332
 AA3332;                    North         East    Units  Estimated Accuracy
 AA3332;SPC CA 5     -   572,430.    1,969,570.      MT  (+/- 180 meters Scaled)
 AA3332
 AA3332                          SUPERSEDED SURVEY CONTROL
 AA3332
 AA3332.No superseded survey control is available for this station.
 AA3332
 AA3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773798(NAD 83)
 AA3332_MARKER: DD = SURVEY DISK
 AA3332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3332_SP_SET: OVERPASS ABUTMENT
 AA3332_STAMPING: GPS LA 134 2.68 1992 LS 5022
 AA3332_MARK LOGO: CADT  
 AA3332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3332+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3332
 AA3332  HISTORY     - Date     Condition        Report By
 AA3332  HISTORY     - 1992     MONUMENTED       CADT
 AA3332  HISTORY     - 19940822 GOOD             NGS
 AA3332
 AA3332                          STATION DESCRIPTION
 AA3332
 AA3332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3332'IN BURBANK, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE HIGHWAY
 AA3332'134) AND BOB HOPE DRIVE, IN TOP OF AND 1.7 M (5.6 FT) NORTH OF THE
 AA3332'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND FREEWAY
 AA3332'OVERPASS OF THE DRIVE, 22.5 M (73.8 FT) EAST OF THE CENTER OF THE
 AA3332'DRIVE, 5.6 M (18.4 FT) WEST OF CALL BOX NUMBER 134 26, 1.3 M (4.3 FT)
 AA3332'SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE, AND 1.3 M (4.3 FT) NORTH
 AA3332'OF THE EAST END OF THE OVERPASS PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3333 ***********************************************************************
 AA3333  DESIGNATION -  134 2.88
 AA3333  PID         -  AA3333
 AA3333  STATE/COUNTY-  CA/LOS ANGELES
 AA3333  USGS QUAD   -  BURBANK (1994)
 AA3333
 AA3333                         *CURRENT SURVEY CONTROL
 AA3333  ___________________________________________________________________
 AA3333* NAD 83(1986)-  34 09 13.     (N)    118 19 33.     (W)     SCALED    
 AA3333* NAVD 88     -       162.373  (meters)     532.72   (feet)  ADJUSTED  
 AA3333  ___________________________________________________________________
 AA3333  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AA3333  DYNAMIC HT  -         162.204 (meters)     532.16  (feet)  COMP
 AA3333  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 AA3333
 AA3333  VERT ORDER  -  FIRST     CLASS II
 AA3333
 AA3333.The horizontal coordinates were scaled from a topographic map and have
 AA3333.an estimated accuracy of +/- 6 seconds.
 AA3333
 AA3333.The orthometric height was determined by differential leveling
 AA3333.and adjusted in June 1995.
 AA3333
 AA3333.The geoid height was determined by GEOID03.
 AA3333
 AA3333.The dynamic height is computed by dividing the NAVD 88
 AA3333.geopotential number by the normal gravity value computed on the
 AA3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3333.degrees latitude (g = 980.6199 gals.).
 AA3333
 AA3333.The modeled gravity was interpolated from observed gravity values.
 AA3333
 AA3333;                    North         East    Units  Estimated Accuracy
 AA3333;SPC CA 5     -   572,550.    1,969,950.      MT  (+/- 180 meters Scaled)
 AA3333
 AA3333                          SUPERSEDED SURVEY CONTROL
 AA3333
 AA3333.No superseded survey control is available for this station.
 AA3333
 AA3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT777799(NAD 83)
 AA3333_MARKER: DD = SURVEY DISK
 AA3333_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA3333+WITH SETTING: PAVEMENT
 AA3333_SP_SET: BRIDGE DECK
 AA3333_STAMPING: GPS LA 134 2.88 1992 LS 5022
 AA3333_MARK LOGO: CADT  
 AA3333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3333+STABILITY: SURFACE MOTION
 AA3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3333+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3333
 AA3333  HISTORY     - Date     Condition        Report By
 AA3333  HISTORY     - 1992     MONUMENTED       CADT
 AA3333  HISTORY     - 19940822 GOOD             NGS
 AA3333
 AA3333                          STATION DESCRIPTION
 AA3333
 AA3333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3333'IN BURBANK, AT THE INTERSECTION OF THE VENTURA FREEWAY (STATE HIGHWAY
 AA3333'134) AND RIVERSIDE DRIVE, IN TOP OF AND 1.6 M (5.2 FT) NORTH OF THE
 AA3333'SOUTH END OF THE CONCRETE DECK OF THE EASTBOUND FREEWAY OVERPASS OF
 AA3333'THE DRIVE, 62.4 M (204.7 FT) EAST OF THE WEST END OF THE SOUTHWEST
 AA3333'OVERPASS PARAPET, 33.4 M (109.6 FT) EAST OF THE CENTER OF THE DRIVE,
 AA3333'AND 1.4 M (4.6 FT) SOUTH OF AND LEVEL WITH THE FREEWAY FOG LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3334 ***********************************************************************
 AA3334  DESIGNATION -  134 3.10
 AA3334  PID         -  AA3334
 AA3334  STATE/COUNTY-  CA/LOS ANGELES
 AA3334  USGS QUAD   -  BURBANK (1994)
 AA3334
 AA3334                         *CURRENT SURVEY CONTROL
 AA3334  ___________________________________________________________________
 AA3334* NAD 83(1986)-  34 09 14.     (N)    118 19 24.     (W)     SCALED    
 AA3334* NAVD 88     -       158.683  (meters)     520.61   (feet)  ADJUSTED  
 AA3334  ___________________________________________________________________
 AA3334  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AA3334  DYNAMIC HT  -         158.517 (meters)     520.07  (feet)  COMP
 AA3334  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 AA3334
 AA3334  VERT ORDER  -  FIRST     CLASS II
 AA3334
 AA3334.The horizontal coordinates were scaled from a topographic map and have
 AA3334.an estimated accuracy of +/- 6 seconds.
 AA3334
 AA3334.The orthometric height was determined by differential leveling
 AA3334.and adjusted in June 1995.
 AA3334
 AA3334.The geoid height was determined by GEOID03.
 AA3334
 AA3334.The dynamic height is computed by dividing the NAVD 88
 AA3334.geopotential number by the normal gravity value computed on the
 AA3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3334.degrees latitude (g = 980.6199 gals.).
 AA3334
 AA3334.The modeled gravity was interpolated from observed gravity values.
 AA3334
 AA3334;                    North         East    Units  Estimated Accuracy
 AA3334;SPC CA 5     -   572,580.    1,970,180.      MT  (+/- 180 meters Scaled)
 AA3334
 AA3334                          SUPERSEDED SURVEY CONTROL
 AA3334
 AA3334.No superseded survey control is available for this station.
 AA3334
 AA3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780800(NAD 83)
 AA3334_MARKER: DD = SURVEY DISK
 AA3334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3334_SP_SET: CURB
 AA3334_STAMPING: GPS LA 134 3.10 1992 LS 5022
 AA3334_MARK LOGO: CADT  
 AA3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3334+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3334
 AA3334  HISTORY     - Date     Condition        Report By
 AA3334  HISTORY     - 1992     MONUMENTED       CADT
 AA3334  HISTORY     - 19940822 GOOD             NGS
 AA3334
 AA3334                          STATION DESCRIPTION
 AA3334
 AA3334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3334'0.3 KM (0.20 MI) EASTERLY ALONG VENTURA FREEWAY (STATE HIGHWAY 134)
 AA3334'FROM THE JUNCTION OF RIVERSIDE DRIVE IN BURBANK, NEAR THE EAST END OF
 AA3334'THE CONCRETE CURB ALONG AN EASTBOUND FREEWAY ON-RAMP, 22.9 M (75.1 FT)
 AA3334'EAST OF THE ON-RAMP SIGNAL LIGHT, 7.7 M (25.3 FT) EAST OF THE
 AA3334'SOUTHEAST CORNER OF THE MOST EASTERLY OF 2 CATCH BASIN GRATES, 2.9 M
 AA3334'(9.5 FT) NORTH OF THE CENTER OF THE RAMP, AND 2.6 M (8.5 FT) SOUTH OF
 AA3334'THE FREEWAY FOG LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3335 ***********************************************************************
 AA3335  DESIGNATION -  134 3.40
 AA3335  PID         -  AA3335
 AA3335  STATE/COUNTY-  CA/LOS ANGELES
 AA3335  USGS QUAD   -  BURBANK (1994)
 AA3335
 AA3335                         *CURRENT SURVEY CONTROL
 AA3335  ___________________________________________________________________
 AA3335* NAD 83(1986)-  34 09 18.     (N)    118 19 06.     (W)     SCALED    
 AA3335* NAVD 88     -       152.583  (meters)     500.60   (feet)  ADJUSTED  
 AA3335  ___________________________________________________________________
 AA3335  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AA3335  DYNAMIC HT  -         152.423 (meters)     500.07  (feet)  COMP
 AA3335  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 AA3335
 AA3335  VERT ORDER  -  FIRST     CLASS II
 AA3335
 AA3335.The horizontal coordinates were scaled from a topographic map and have
 AA3335.an estimated accuracy of +/- 6 seconds.
 AA3335
 AA3335.The orthometric height was determined by differential leveling
 AA3335.and adjusted in June 1995.
 AA3335
 AA3335.The geoid height was determined by GEOID03.
 AA3335
 AA3335.The dynamic height is computed by dividing the NAVD 88
 AA3335.geopotential number by the normal gravity value computed on the
 AA3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3335.degrees latitude (g = 980.6199 gals.).
 AA3335
 AA3335.The modeled gravity was interpolated from observed gravity values.
 AA3335
 AA3335;                    North         East    Units  Estimated Accuracy
 AA3335;SPC CA 5     -   572,700.    1,970,650.      MT  (+/- 180 meters Scaled)
 AA3335
 AA3335                          SUPERSEDED SURVEY CONTROL
 AA3335
 AA3335.No superseded survey control is available for this station.
 AA3335
 AA3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT784801(NAD 83)
 AA3335_MARKER: DD = SURVEY DISK
 AA3335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3335_STAMPING: GPS LA 134 3.40 1992 LS 5022
 AA3335_MARK LOGO: CADT  
 AA3335_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3335+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3335
 AA3335  HISTORY     - Date     Condition        Report By
 AA3335  HISTORY     - 1992     MONUMENTED       CADT
 AA3335  HISTORY     - 19940822 GOOD             NGS
 AA3335
 AA3335                          STATION DESCRIPTION
 AA3335
 AA3335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3335'0.8 KM (0.50 MI) EASTERLY ALONG VENTURA FREEWAY (STATE HIGHWAY 134)
 AA3335'FROM THE JUNCTION OF RIVERSIDE DRIVE IN BURBANK, A METAL PIPE DRIVEN
 AA3335'0.9 METER AND FLUSH WITH THE GROUND, 85.3 M (279.9 FT) EAST OF A
 AA3335'FREEWAY SIGN (GRIFFITH PARK LA ZOO NEXT RIGHT) , 49.6 M (162.7 FT)
 AA3335'WEST OF THE WEST END OF THE EASTBOUND FREEWAY BRIDGE SPANNING THE LOS
 AA3335'ANGELES RIVER, 12.2 M (40.0 FT) WEST OF CALL BOX NUMBER 134 34, 1.9 M
 AA3335'(6.2 FT) SOUTH OF THE FREEWAY FOG LINE, 0.7 M (2.3 FT) NORTH OF THE
 AA3335'SOUTH EDGE OF THE FREEWAY SHOULDER, DISK ON TOP OF A 0.9 METER LONG
 AA3335'PIPE SURROUNDED BY AND FLUSH WITH ASPHALT SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3337 ***********************************************************************
 AA3337  DESIGNATION -  134 3.68
 AA3337  PID         -  AA3337
 AA3337  STATE/COUNTY-  CA/LOS ANGELES
 AA3337  USGS QUAD   -  BURBANK (1994)
 AA3337
 AA3337                         *CURRENT SURVEY CONTROL
 AA3337  ___________________________________________________________________
 AA3337* NAD 83(1986)-  34 09 17.     (N)    118 18 44.     (W)     SCALED    
 AA3337* NAVD 88     -       156.475  (meters)     513.37   (feet)  ADJUSTED  
 AA3337  ___________________________________________________________________
 AA3337  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AA3337  DYNAMIC HT  -         156.312 (meters)     512.83  (feet)  COMP
 AA3337  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 AA3337
 AA3337  VERT ORDER  -  FIRST     CLASS II
 AA3337
 AA3337.The horizontal coordinates were scaled from a topographic map and have
 AA3337.an estimated accuracy of +/- 6 seconds.
 AA3337
 AA3337.The orthometric height was determined by differential leveling
 AA3337.and adjusted in June 1995.
 AA3337
 AA3337.The geoid height was determined by GEOID03.
 AA3337
 AA3337.The dynamic height is computed by dividing the NAVD 88
 AA3337.geopotential number by the normal gravity value computed on the
 AA3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3337.degrees latitude (g = 980.6199 gals.).
 AA3337
 AA3337.The modeled gravity was interpolated from observed gravity values.
 AA3337
 AA3337;                    North         East    Units  Estimated Accuracy
 AA3337;SPC CA 5     -   572,670.    1,971,210.      MT  (+/- 180 meters Scaled)
 AA3337
 AA3337                          SUPERSEDED SURVEY CONTROL
 AA3337
 AA3337.No superseded survey control is available for this station.
 AA3337
 AA3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT790800(NAD 83)
 AA3337_MARKER: DD = SURVEY DISK
 AA3337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3337_STAMPING: GPS LA 134 3.68 1992 LS 5022
 AA3337_MARK LOGO: CADT  
 AA3337_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3337+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3337
 AA3337  HISTORY     - Date     Condition        Report By
 AA3337  HISTORY     - 1992     MONUMENTED       CADT
 AA3337  HISTORY     - 19940822 GOOD             NGS
 AA3337
 AA3337                          STATION DESCRIPTION
 AA3337
 AA3337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3337'1.4 KM (0.85 MI) EASTERLY ALONG VENTURA FREEWAY (STATE HIGHWAY 134)
 AA3337'FROM THE JUNCTION OF RIVERSIDE DRIVE IN BURBANK, A METAL PIPE DRIVEN
 AA3337'0.9 METER AND FLUSH WITH THE GROUND, 11.7 M (38.4 FT) WEST OF A
 AA3337'FREEWAY SIGN (EXIT ARROW) , 4.3 M (14.1 FT) NORTH OF THE CENTER OF THE
 AA3337'EASTBOUND FREEWAY OFF-RAMP LEADING TO FOREST LAWN DRIVE, 3.3 M (10.8
 AA3337'FT) WEST OF THE SOUTHWEST CORNER OF THE MOST WESTERLY OF 2 CATCH BASIN
 AA3337'GRATES, 2.1 M (6.9 FT) SOUTH OF THE FREEWAY FOG LINE, DISK ON TOP OF A
 AA3337'0.9 METER LONG PIPE SURROUNDED BY AND FLUSH WITH THE ASPHALT SHOULDER
 AA3337'OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3338 ***********************************************************************
 AA3338  DESIGNATION -  134 3.88
 AA3338  PID         -  AA3338
 AA3338  STATE/COUNTY-  CA/LOS ANGELES
 AA3338  USGS QUAD   -  BURBANK (1994)
 AA3338
 AA3338                         *CURRENT SURVEY CONTROL
 AA3338  ___________________________________________________________________
 AA3338* NAD 83(1986)-  34 09 18.     (N)    118 18 34.     (W)     SCALED    
 AA3338* NAVD 88     -       153.462  (meters)     503.48   (feet)  ADJUSTED  
 AA3338  ___________________________________________________________________
 AA3338  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA3338  DYNAMIC HT  -         153.303 (meters)     502.96  (feet)  COMP
 AA3338  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 AA3338
 AA3338  VERT ORDER  -  FIRST     CLASS II
 AA3338
 AA3338.The horizontal coordinates were scaled from a topographic map and have
 AA3338.an estimated accuracy of +/- 6 seconds.
 AA3338
 AA3338.The orthometric height was determined by differential leveling
 AA3338.and adjusted in June 1995.
 AA3338
 AA3338.The geoid height was determined by GEOID03.
 AA3338
 AA3338.The dynamic height is computed by dividing the NAVD 88
 AA3338.geopotential number by the normal gravity value computed on the
 AA3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3338.degrees latitude (g = 980.6199 gals.).
 AA3338
 AA3338.The modeled gravity was interpolated from observed gravity values.
 AA3338
 AA3338;                    North         East    Units  Estimated Accuracy
 AA3338;SPC CA 5     -   572,700.    1,971,470.      MT  (+/- 180 meters Scaled)
 AA3338
 AA3338                          SUPERSEDED SURVEY CONTROL
 AA3338
 AA3338.No superseded survey control is available for this station.
 AA3338
 AA3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792801(NAD 83)
 AA3338_MARKER: DD = SURVEY DISK
 AA3338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3338_STAMPING: GPS LA 134 3.88 1992 LS 5022
 AA3338_MARK LOGO: CADT  
 AA3338_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3338+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3338
 AA3338  HISTORY     - Date     Condition        Report By
 AA3338  HISTORY     - 1992     MONUMENTED       CADT
 AA3338  HISTORY     - 19940822 GOOD             NGS
 AA3338
 AA3338                          STATION DESCRIPTION
 AA3338
 AA3338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3338'1.7 KM (1.05 MI) EASTERLY ALONG VENTURA FREEWAY (STATE HIGHWAY 134)
 AA3338'FROM THE JUNCTION OF RIVERSIDE DRIVE IN BURBANK, A METAL PIPE DRIVEN
 AA3338'0.9 METER AND FLUSH WITH THE GROUND, 19.6 M (64.3 FT) EAST OF AN
 AA3338'ON-RAMP SIGNAL LIGHT, 6.2 M (20.3 FT) NORTH OF THE CENTER OF THE RAMP,
 AA3338'3.4 M (11.2 FT) NORTHEAST OF A FREEWAY SIGN, 2.1 M (6.9 FT) SOUTH OF
 AA3338'WITH THE EASTBOUND FREEWAY FOG LINE, DISK ON TOP OF A 0.9 METER LONG
 AA3338'PIPE FLUSH WITH AND SURROUNDED BY THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3339 ***********************************************************************
 AA3339  DESIGNATION -  134 4.19
 AA3339  PID         -  AA3339
 AA3339  STATE/COUNTY-  CA/LOS ANGELES
 AA3339  USGS QUAD   -  BURBANK (1994)
 AA3339
 AA3339                         *CURRENT SURVEY CONTROL
 AA3339  ___________________________________________________________________
 AA3339* NAD 83(1986)-  34 09 22.     (N)    118 18 06.     (W)     SCALED    
 AA3339* NAVD 88     -       147.647  (meters)     484.41   (feet)  ADJUSTED  
 AA3339  ___________________________________________________________________
 AA3339  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AA3339  DYNAMIC HT  -         147.493 (meters)     483.90  (feet)  COMP
 AA3339  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 AA3339
 AA3339  VERT ORDER  -  FIRST     CLASS II
 AA3339
 AA3339.The horizontal coordinates were scaled from a topographic map and have
 AA3339.an estimated accuracy of +/- 6 seconds.
 AA3339
 AA3339.The orthometric height was determined by differential leveling
 AA3339.and adjusted in June 1995.
 AA3339
 AA3339.The geoid height was determined by GEOID03.
 AA3339
 AA3339.The dynamic height is computed by dividing the NAVD 88
 AA3339.geopotential number by the normal gravity value computed on the
 AA3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3339.degrees latitude (g = 980.6199 gals.).
 AA3339
 AA3339.The modeled gravity was interpolated from observed gravity values.
 AA3339
 AA3339;                    North         East    Units  Estimated Accuracy
 AA3339;SPC CA 5     -   572,820.    1,972,180.      MT  (+/- 180 meters Scaled)
 AA3339
 AA3339                          SUPERSEDED SURVEY CONTROL
 AA3339
 AA3339.No superseded survey control is available for this station.
 AA3339
 AA3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT800802(NAD 83)
 AA3339_MARKER: DD = SURVEY DISK
 AA3339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3339_STAMPING: GPS LA 134 4.19 1992 LS 5022
 AA3339_MARK LOGO: CADT  
 AA3339_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3339+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 AA3339
 AA3339  HISTORY     - Date     Condition        Report By
 AA3339  HISTORY     - 1992     MONUMENTED       CADT
 AA3339  HISTORY     - 19940822 GOOD             NGS
 AA3339
 AA3339                          STATION DESCRIPTION
 AA3339
 AA3339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3339'2.4 KM (1.50 MI) EASTERLY ALONG VENTURA FREEWAY (STATE HIGHWAY 134)
 AA3339'FROM THE JUNCTION OF RIVERSIDE DRIVE IN BURBANK, A METAL PIPE DRIVEN
 AA3339'0.9 METER AND FLUSH WITH THE GROUND, 15.3 M (50.2 FT) WEST OF A
 AA3339'FREEWAY INFORMATION SIGN, 9.0 M (29.5 FT) NORTH OF A CHAIN-LINK FENCE,
 AA3339'4.3 M (14.1 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SPRINKLER
 AA3339'CONTROL BOX, 1.7 M (5.6 FT) SOUTH OF THE EASTBOUND FREEWAY FOG LINE,
 AA3339'0.9 M (3.0 FT) NORTH OF THE SOUTH EDGE OF THE FREEWAY SHOULDER, DISK
 AA3339'ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY AND FLUSH WITH THE
 AA3339'ASPHALT SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3916 ***********************************************************************
 HS3916  DESIGNATION -  134 A CO
 HS3916  PID         -  HS3916
 HS3916  STATE/COUNTY-  CA/ALAMEDA
 HS3916  USGS QUAD   -  DUBLIN (1980)
 HS3916
 HS3916                         *CURRENT SURVEY CONTROL
 HS3916  ___________________________________________________________________
 HS3916* NAD 83(1986)-  37 40 32.     (N)    121 55 15.     (W)     SCALED    
 HS3916* NAVD 88     -       125.39   (+/-2cm)     411.4    (feet)  VERTCON   
 HS3916  ___________________________________________________________________
 HS3916  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HS3916  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3916
 HS3916.The horizontal coordinates were scaled from a topographic map and have
 HS3916.an estimated accuracy of +/- 6 seconds.
 HS3916
 HS3916.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3916.The vertical order pertains to the NGVD 29 superseded value.
 HS3916
 HS3916.The geoid height was determined by GEOID03.
 HS3916
 HS3916;                    North         East    Units  Estimated Accuracy
 HS3916;SPC CA 3     -   631,420.    1,874,670.      MT  (+/- 180 meters Scaled)
 HS3916
 HS3916                          SUPERSEDED SURVEY CONTROL
 HS3916
 HS3916  NGVD 29 (??/??/92)  124.555  (m)          408.64   (f) ADJ UNCH    1 2
 HS3916
 HS3916.Superseded values are not recommended for survey control.
 HS3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3916.See file dsdata.txt to determine how the superseded data were derived.
 HS3916
 HS3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG951703(NAD 83)
 HS3916_MARKER: DD = SURVEY DISK
 HS3916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3916_STAMPING: 134
 HS3916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3916+STABILITY: SURFACE MOTION
 HS3916
 HS3916  HISTORY     - Date     Condition        Report By
 HS3916  HISTORY     - UNK      MONUMENTED       CA-001
 HS3916  HISTORY     - 1964     GOOD             NGS
 HS3916  HISTORY     - 1965     GOOD             NGS
 HS3916
 HS3916                          STATION DESCRIPTION
 HS3916
 HS3916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS3916'3.4 MI NW FROM PLEASANTON.
 HS3916'1.75 MILES WEST ALONG BERNAL AVENUE FROM THE JUNCTION OF
 HS3916'MAIN STREET AT PLEASANTON, THENCE 1.7 MILES NORTH ALONG STATE
 HS3916'HIGHWAY 21, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HS3916'26 1/2 FEET NORTH OF A POWER LINE POLE, 2.5 FEET WEST OF A
 HS3916'FENCE, 25 FEET NORTH OF A FENCE JUNCTION, 0.8 FOOT WEST OF A
 HS3916'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND
 HS3916'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HS3916'THE GROUND.
 HS3916
 HS3916                          STATION RECOVERY (1965)
 HS3916
 HS3916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS3916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3011 ***********************************************************************
 FU3011  DESIGNATION -  134 A DWR
 FU3011  PID         -  FU3011
 FU3011  STATE/COUNTY-  CA/KINGS
 FU3011  USGS QUAD   -  AVENAL GAP (1973)
 FU3011
 FU3011                         *CURRENT SURVEY CONTROL
 FU3011  ___________________________________________________________________
 FU3011* NAD 83(1986)-  35 51 06.     (N)    119 53 18.     (W)     SCALED    
 FU3011* NAVD 88     -        94.61   (+/-2cm)     310.4    (feet)  VERTCON   
 FU3011  ___________________________________________________________________
 FU3011  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FU3011  VERT ORDER  -  THIRD (See Below)
 FU3011
 FU3011.The horizontal coordinates were scaled from a topographic map and have
 FU3011.an estimated accuracy of +/- 6 seconds.
 FU3011
 FU3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3011.The vertical order pertains to the NGVD 29 superseded value.
 FU3011
 FU3011.The geoid height was determined by GEOID03.
 FU3011
 FU3011;                    North         East    Units  Estimated Accuracy
 FU3011;SPC CA 4     -   557,890.    1,919,750.      MT  (+/- 180 meters Scaled)
 FU3011
 FU3011                          SUPERSEDED SURVEY CONTROL
 FU3011
 FU3011  NGVD 29 (??/??/??)   93.69   (m)          307.4    (f) RESET       3  
 FU3011
 FU3011.Superseded values are not recommended for survey control.
 FU3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3011.See file dsdata.txt to determine how the superseded data were derived.
 FU3011
 FU3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV391713(NAD 83)
 FU3011_MARKER: DD = SURVEY DISK
 FU3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3011_STAMPING: BM 134 A
 FU3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3011+STABILITY: SURFACE MOTION
 FU3011
 FU3011  HISTORY     - Date     Condition        Report By
 FU3011  HISTORY     - UNK      MONUMENTED       CADWR
 FU3011  HISTORY     - 1964     GOOD             NGS
 FU3011  HISTORY     - 1966     GOOD             NGS
 FU3011
 FU3011                          STATION DESCRIPTION
 FU3011
 FU3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3011'13.1 MI S FROM KETTLEMAN CITY.
 FU3011'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3011'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3011'THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE
 FU3011'1.7 MILES SOUTH ALONG A DIRT ROAD, 0.4 MILE SOUTH OF THE JUNCTION
 FU3011'OF A DIRT ROAD WEST TO LOST HILLS ROAD, 21 FEET WEST OF THE
 FU3011'CENTER LINE OF THE ROAD, 42 FEET EAST OF THE CENTER LINE OF A
 FU3011'ROAD, 1.7 FEET WEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 FU3011'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT.
 FU3011
 FU3011                          STATION RECOVERY (1966)
 FU3011
 FU3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0108 ***********************************************************************
 HT0108  DESIGNATION -  134.19 C OF WC
 HT0108  PID         -  HT0108
 HT0108  STATE/COUNTY-  CA/CONTRA COSTA
 HT0108  USGS QUAD   -  WALNUT CREEK (1995)
 HT0108
 HT0108                         *CURRENT SURVEY CONTROL
 HT0108  ___________________________________________________________________
 HT0108* NAD 83(1986)-  37 53 58.     (N)    122 03 34.     (W)     SCALED    
 HT0108* NAVD 88     -        41.70   (+/-2cm)     136.8    (feet)  VERTCON   
 HT0108  ___________________________________________________________________
 HT0108  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HT0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0108
 HT0108.The horizontal coordinates were scaled from a topographic map and have
 HT0108.an estimated accuracy of +/- 6 seconds.
 HT0108
 HT0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0108.The vertical order pertains to the NGVD 29 superseded value.
 HT0108
 HT0108.The geoid height was determined by GEOID03.
 HT0108
 HT0108;                    North         East    Units  Estimated Accuracy
 HT0108;SPC CA 3     -   656,460.    1,862,860.      MT  (+/- 180 meters Scaled)
 HT0108
 HT0108                          SUPERSEDED SURVEY CONTROL
 HT0108
 HT0108  NGVD 29 (??/??/92)   40.887  (m)          134.14   (f) ADJ UNCH    1 2
 HT0108
 HT0108.Superseded values are not recommended for survey control.
 HT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0108.See file dsdata.txt to determine how the superseded data were derived.
 HT0108
 HT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG826950(NAD 83)
 HT0108_MARKER: DD = SURVEY DISK
 HT0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0108_SP_SET: CULVERT
 HT0108_STAMPING: 134.19
 HT0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0108
 HT0108  HISTORY     - Date     Condition        Report By
 HT0108  HISTORY     - UNK      MONUMENTED       CA4070
 HT0108  HISTORY     - 1958     GOOD             NGS
 HT0108
 HT0108                          STATION DESCRIPTION
 HT0108
 HT0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0108'AT WALNUT CREEK.
 HT0108'AT WALNUT CREEK, IN THE CENTER OF THE T JUNCTION OF NORTH
 HT0108'BROADWAY AND CYPRESS AVENUE, IN THE TOP OF THE CONCRETE PAVEMENT
 HT0108'(ALSO THE TOP FOR A 40-FOOT WIDE CONCRETE BOX CULVERT FOR
 HT0108'WALNUT CREEK WHICH FLOWS UNDER BROADWAY).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2038 ***********************************************************************
 HS2038  DESIGNATION -  134.298 SFHHWS
 HS2038  PID         -  HS2038
 HS2038  STATE/COUNTY-  CA/STANISLAUS
 HS2038  USGS QUAD   -  RIVERBANK (1987)
 HS2038
 HS2038                         *CURRENT SURVEY CONTROL
 HS2038  ___________________________________________________________________
 HS2038* NAD 83(1986)-  37 42 58.     (N)    120 55 57.     (W)     SCALED    
 HS2038* NAVD 88     -        42.27   (+/-2cm)     138.7    (feet)  VERTCON   
 HS2038  ___________________________________________________________________
 HS2038  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HS2038  VERT ORDER  -  THIRD (See Below)
 HS2038
 HS2038.The horizontal coordinates were scaled from a topographic map and have
 HS2038.an estimated accuracy of +/- 6 seconds.
 HS2038
 HS2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2038.The vertical order pertains to the NGVD 29 superseded value.
 HS2038
 HS2038.The geoid height was determined by GEOID03.
 HS2038
 HS2038;                    North         East    Units  Estimated Accuracy
 HS2038;SPC CA 3     -   635,050.    1,961,870.      MT  (+/- 180 meters Scaled)
 HS2038
 HS2038                          SUPERSEDED SURVEY CONTROL
 HS2038
 HS2038  NGVD 29 (??/??/??)   41.53   (m)          136.3    (f) RESET       3  
 HS2038
 HS2038.Superseded values are not recommended for survey control.
 HS2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2038.See file dsdata.txt to determine how the superseded data were derived.
 HS2038
 HS2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG822763(NAD 83)
 HS2038_MARKER: O = CHISELED CIRCLE
 HS2038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2038_SP_SET: FOOTING
 HS2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2038
 HS2038  HISTORY     - Date     Condition        Report By
 HS2038  HISTORY     - UNK      MONUMENTED       HHWS
 HS2038  HISTORY     - 1934     GOOD             NGS
 HS2038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS2038
 HS2038                          STATION DESCRIPTION
 HS2038
 HS2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HS2038'1 MI S FROM RIVERBANK.
 HS2038'1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HS2038'RIVERBANK, AT THE HETCHY HETCHY POWER LINE CROSSING, AT THE FIRST
 HS2038'HIGH TENSION TOWER (357) WEST OF THE TRACK, AND AT THE SOUTHEAST
 HS2038'CORNER OF THE SOUTHEAST CONCRETE FOOTING, THE HIGH POINT IN THE
 HS2038'CENTER OF A CHISELED CIRCLE.  NOTE-- CIRCLE AND FIGURES (134.298)
 HS2038'FOUND PAINTED IN BLACK.
 HS2038
 HS2038                          STATION RECOVERY (1987)
 HS2038
 HS2038'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1311 ***********************************************************************
 GU1311  DESIGNATION -  134.64 L
 GU1311  PID         -  GU1311
 GU1311  STATE/COUNTY-  CA/FRESNO
 GU1311  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1311
 GU1311                         *CURRENT SURVEY CONTROL
 GU1311  ___________________________________________________________________
 GU1311* NAD 83(1986)-  36 26 00.     (N)    120 17 53.     (W)     SCALED    
 GU1311* NAVD 88     -       100.198  (meters)     328.73   (feet)  ADJUSTED  
 GU1311  ___________________________________________________________________
 GU1311  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GU1311  DYNAMIC HT  -         100.111 (meters)     328.45  (feet)  COMP
 GU1311  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 GU1311
 GU1311  VERT ORDER  -  FIRST     CLASS I
 GU1311
 GU1311.The horizontal coordinates were scaled from a topographic map and have
 GU1311.an estimated accuracy of +/- 6 seconds.
 GU1311
 GU1311.The orthometric height was determined by differential leveling
 GU1311.and adjusted in June 1991.
 GU1311
 GU1311.The geoid height was determined by GEOID03.
 GU1311
 GU1311.The dynamic height is computed by dividing the NAVD 88
 GU1311.geopotential number by the normal gravity value computed on the
 GU1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1311.degrees latitude (g = 980.6199 gals.).
 GU1311
 GU1311.The modeled gravity was interpolated from observed gravity values.
 GU1311
 GU1311;                    North         East    Units  Estimated Accuracy
 GU1311;SPC CA 4     -   622,840.    1,883,620.      MT  (+/- 180 meters Scaled)
 GU1311
 GU1311                          SUPERSEDED SURVEY CONTROL
 GU1311
 GU1311  NGVD 29 (??/??/92)   99.319  (m)          325.85   (f) ADJ UNCH    1 1
 GU1311
 GU1311.Superseded values are not recommended for survey control.
 GU1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1311.See file dsdata.txt to determine how the superseded data were derived.
 GU1311
 GU1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF422354(NAD 83)
 GU1311_MARKER: DD = SURVEY DISK
 GU1311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1311_SP_SET: CANAL LINING
 GU1311_STAMPING: 134.64 L
 GU1311_MARK LOGO: BOR   
 GU1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1311+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1311
 GU1311  HISTORY     - Date     Condition        Report By
 GU1311  HISTORY     - UNK      MONUMENTED       BOR
 GU1311  HISTORY     - 1972     GOOD             NGS
 GU1311  HISTORY     - 19890117 GOOD             NGS
 GU1311
 GU1311                          STATION DESCRIPTION
 GU1311
 GU1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1311'47.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1311'47.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1311'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU1311'LINING OF THE AQUEDUCT, 1.0 FOOT SOUTHEAST OF THE CENTER OF A
 GU1311'STEEL LADDER, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 GU1311
 GU1311                          STATION RECOVERY (1989)
 GU1311
 GU1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1499 ***********************************************************************
 JS1499  DESIGNATION -  134.80 EBMUD
 JS1499  PID         -  JS1499
 JS1499  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1499  USGS QUAD   -  CLEMENTS (1993)
 JS1499
 JS1499                         *CURRENT SURVEY CONTROL
 JS1499  ___________________________________________________________________
 JS1499* NAD 83(1986)-  38 07 36.     (N)    121 04 40.     (W)     SCALED    
 JS1499* NAVD 88     -        41.78   (+/-2cm)     137.1    (feet)  VERTCON   
 JS1499  ___________________________________________________________________
 JS1499  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JS1499  VERT ORDER  -  THIRD (See Below)
 JS1499
 JS1499.The horizontal coordinates were scaled from a topographic map and have
 JS1499.an estimated accuracy of +/- 6 seconds.
 JS1499
 JS1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1499.The vertical order pertains to the NGVD 29 superseded value.
 JS1499
 JS1499.The geoid height was determined by GEOID03.
 JS1499
 JS1499;                    North         East    Units  Estimated Accuracy
 JS1499;SPC CA 3     -   680,690.    1,949,340.      MT  (+/- 180 meters Scaled)
 JS1499
 JS1499                          SUPERSEDED SURVEY CONTROL
 JS1499
 JS1499  NGVD 29 (??/??/??)   41.07   (m)          134.7    (f) RESET       3  
 JS1499
 JS1499.Superseded values are not recommended for survey control.
 JS1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1499.See file dsdata.txt to determine how the superseded data were derived.
 JS1499
 JS1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH684216(NAD 83)
 JS1499_MARKER: DD = SURVEY DISK
 JS1499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1499_SP_SET: CONCRETE BOX
 JS1499_STAMPING: STAPL 905+85.75 P855 95.32 ELEV 134.80
 JS1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1499
 JS1499  HISTORY     - Date     Condition        Report By
 JS1499  HISTORY     - UNK      MONUMENTED       EBMUD
 JS1499  HISTORY     - 1963     GOOD             NGS
 JS1499
 JS1499                          STATION DESCRIPTION
 JS1499
 JS1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JS1499'5.2 MI S FROM CLEMENTS.
 JS1499'0.5 MILE EAST ALONG STATE HIGHWAY NO. 12 FROM THE POST OFFICE
 JS1499'AT CLEMENTS, THENCE 4.75 MILES SOUTH ALONG CLEMENTS ROAD, AT
 JS1499'THE CROSSING OF THE EAST BAY MUNICIPAL UTILITY DISTRICT AQUEDUCT
 JS1499'MARKED STA 906 60, IN THE TOP OF THE WEST EDGE OF A 4-BY 11-FOOT
 JS1499'CONCRETE BOX DIRECTLY OVER THE CENTER OF THE AQUEDUCT, 68 FEET
 JS1499'EAST OF THE CENTER LINE OF THE ROAD, 31.5 FEET EAST OF THE SOUTH
 JS1499'END OF A GATE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1308 ***********************************************************************
 GU1308  DESIGNATION -  134.89 L USBR
 GU1308  PID         -  GU1308
 GU1308  STATE/COUNTY-  CA/FRESNO
 GU1308  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1308
 GU1308                         *CURRENT SURVEY CONTROL
 GU1308  ___________________________________________________________________
 GU1308* NAD 83(1986)-  36 25 44.     (N)    120 17 43.     (W)     SCALED    
 GU1308* NAVD 88     -       101.41   (+/-2cm)     332.7    (feet)  VERTCON   
 GU1308  ___________________________________________________________________
 GU1308  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GU1308  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1308
 GU1308.The horizontal coordinates were scaled from a topographic map and have
 GU1308.an estimated accuracy of +/- 6 seconds.
 GU1308
 GU1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1308.The vertical order pertains to the NGVD 29 superseded value.
 GU1308
 GU1308.The geoid height was determined by GEOID03.
 GU1308
 GU1308;                    North         East    Units  Estimated Accuracy
 GU1308;SPC CA 4     -   622,350.    1,883,860.      MT  (+/- 180 meters Scaled)
 GU1308
 GU1308                          SUPERSEDED SURVEY CONTROL
 GU1308
 GU1308  NGVD 29 (??/??/92)  100.507  (m)          329.75   (f) ADJ UNCH    1 1
 GU1308
 GU1308.Superseded values are not recommended for survey control.
 GU1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1308.See file dsdata.txt to determine how the superseded data were derived.
 GU1308
 GU1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF424349(NAD 83)
 GU1308_MARKER: DD = SURVEY DISK
 GU1308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU1308_SP_SET: BRIDGE
 GU1308_STAMPING: L 134.89
 GU1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1308
 GU1308  HISTORY     - Date     Condition        Report By
 GU1308  HISTORY     - UNK      MONUMENTED       BOR
 GU1308  HISTORY     - 1967     GOOD             NGS
 GU1308  HISTORY     - 1971     GOOD             NGS
 GU1308
 GU1308                          STATION DESCRIPTION
 GU1308
 GU1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1308'48.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1308'48.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1308'DOS AMIGOS PUMP PLANT, 25 FEET WEST OF THE CENTER LINE OF THE
 GU1308'EAST LEVEE ROAD, IN THE TOP OF THE EAST END OF THE NORTHEAST
 GU1308'CONCRETE WING WALL OF THE MOUNT WHITNEY AVENUE BRIDGE, 14 FEET
 GU1308'NORTH OF THE CENTER LINE OF THE AVENUE, 0.8 FOOT WEST OF THE
 GU1308'EAST END OF THE WING WALL, 1.0 FOOT SOUTH OF THE SOUTH EDGE
 GU1308'OF THE NORTH CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER
 GU1308'THAN THE AVENUE.
 GU1308
 GU1308                          STATION RECOVERY (1971)
 GU1308
 GU1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1306 ***********************************************************************
 GU1306  DESIGNATION -  134.94 L USBR
 GU1306  PID         -  GU1306
 GU1306  STATE/COUNTY-  CA/FRESNO
 GU1306  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1306
 GU1306                         *CURRENT SURVEY CONTROL
 GU1306  ___________________________________________________________________
 GU1306* NAD 83(1986)-  36 25 41.     (N)    120 17 41.     (W)     SCALED    
 GU1306* NAVD 88     -        99.33   (+/-2cm)     325.9    (feet)  VERTCON   
 GU1306  ___________________________________________________________________
 GU1306  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GU1306  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1306
 GU1306.The horizontal coordinates were scaled from a topographic map and have
 GU1306.an estimated accuracy of +/- 6 seconds.
 GU1306
 GU1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1306.The vertical order pertains to the NGVD 29 superseded value.
 GU1306
 GU1306.The geoid height was determined by GEOID03.
 GU1306
 GU1306;                    North         East    Units  Estimated Accuracy
 GU1306;SPC CA 4     -   622,250.    1,883,910.      MT  (+/- 180 meters Scaled)
 GU1306
 GU1306                          SUPERSEDED SURVEY CONTROL
 GU1306
 GU1306  NGVD 29 (??/??/92)   98.432  (m)          322.94   (f) ADJ UNCH    1 1
 GU1306
 GU1306.Superseded values are not recommended for survey control.
 GU1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1306.See file dsdata.txt to determine how the superseded data were derived.
 GU1306
 GU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF425348(NAD 83)
 GU1306_MARKER: DD = SURVEY DISK
 GU1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1306_SP_SET: CONCRETE LINING
 GU1306_STAMPING: L 134.94 102 LT 3459+98-96
 GU1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1306
 GU1306  HISTORY     - Date     Condition        Report By
 GU1306  HISTORY     - UNK      MONUMENTED       BOR
 GU1306  HISTORY     - 1967     GOOD             NGS
 GU1306  HISTORY     - 1971     GOOD             NGS
 GU1306
 GU1306                          STATION DESCRIPTION
 GU1306
 GU1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1306'48.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1306'48.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1306'DOS AMIGOS PUMP PLANT, 0.05 MILE SOUTHEAST OF THE MOUNT WHITNEY
 GU1306'AVENUE BRIDGE, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1306'NORTHEAST LEVEE ROAD, IN THE TOP OF THE CENTER OF THE GRATE
 GU1306'DECK OF A TURNOUT STRUCTURE, 5 FEET SOUTHEAST OF THE NORTHWEST
 GU1306'EDGE OF THE STRUCTURE, ABOUT LEVEL WITH THE CONCRETE LINING,
 GU1306'AND ABOUT 4 FEET LOWER THAN THE LEVEE ROAD.
 GU1306
 GU1306                          STATION RECOVERY (1971)
 GU1306
 GU1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3012 ***********************************************************************
 FU3012  DESIGNATION -  135 A DWR
 FU3012  PID         -  FU3012
 FU3012  STATE/COUNTY-  CA/KINGS
 FU3012  USGS QUAD   -  AVENAL GAP (1973)
 FU3012
 FU3012                         *CURRENT SURVEY CONTROL
 FU3012  ___________________________________________________________________
 FU3012* NAD 83(1986)-  35 49 59.     (N)    119 53 17.     (W)     SCALED    
 FU3012* NAVD 88     -        97.31   (+/-2cm)     319.3    (feet)  VERTCON   
 FU3012  ___________________________________________________________________
 FU3012  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 FU3012  VERT ORDER  -  THIRD (See Below)
 FU3012
 FU3012.The horizontal coordinates were scaled from a topographic map and have
 FU3012.an estimated accuracy of +/- 6 seconds.
 FU3012
 FU3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3012.The vertical order pertains to the NGVD 29 superseded value.
 FU3012
 FU3012.The geoid height was determined by GEOID03.
 FU3012
 FU3012;                    North         East    Units  Estimated Accuracy
 FU3012;SPC CA 4     -   555,820.    1,919,760.      MT  (+/- 180 meters Scaled)
 FU3012
 FU3012                          SUPERSEDED SURVEY CONTROL
 FU3012
 FU3012  NGVD 29 (??/??/??)   96.40   (m)          316.3    (f) RESET       3  
 FU3012
 FU3012.Superseded values are not recommended for survey control.
 FU3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3012.See file dsdata.txt to determine how the superseded data were derived.
 FU3012
 FU3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV391692(NAD 83)
 FU3012_MARKER: DD = SURVEY DISK
 FU3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3012_STAMPING: BM 135 A
 FU3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3012+STABILITY: SURFACE MOTION
 FU3012
 FU3012  HISTORY     - Date     Condition        Report By
 FU3012  HISTORY     - UNK      MONUMENTED       CADWR
 FU3012  HISTORY     - 1964     GOOD             NGS
 FU3012  HISTORY     - 1966     GOOD             NGS
 FU3012
 FU3012                          STATION DESCRIPTION
 FU3012
 FU3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3012'14.4 MI S FROM KETTLEMAN CITY.
 FU3012'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3012'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3012'THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE
 FU3012'3.0 MILES SOUTH ALONG A DIRT ROAD, AT A TURN IN THE ROAD WITH
 FU3012'TANGENTS NORTH AND EAST, 0.5 MILE NORTH OF A GATE IN AN EAST-WEST
 FU3012'FENCE LINE, 57 FEET NORTH OF THE EXTENDED CENTER LINE OF THE
 FU3012'ROAD EAST, 402 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD
 FU3012'NORTH, 1.8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 FU3012'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FU3012'0.2 FEET.
 FU3012
 FU3012                          STATION RECOVERY (1966)
 FU3012
 FU3012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1272 ***********************************************************************
 JT1272  DESIGNATION -  135 M
 JT1272  PID         -  JT1272
 JT1272  STATE/COUNTY-  CA/SONOMA
 JT1272  USGS QUAD   -  ANNAPOLIS (1977)
 JT1272
 JT1272                         *CURRENT SURVEY CONTROL
 JT1272  ___________________________________________________________________
 JT1272* NAD 83(1986)-  38 39 57.     (N)    123 18 49.     (W)     SCALED    
 JT1272* NAVD 88     -        48.31   (+/-2cm)     158.5    (feet)  VERTCON   
 JT1272  ___________________________________________________________________
 JT1272  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1272
 JT1272.The horizontal coordinates were scaled from a topographic map and have
 JT1272.an estimated accuracy of +/- 6 seconds.
 JT1272
 JT1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1272.The vertical order pertains to the NGVD 29 superseded value.
 JT1272
 JT1272.The geoid height was determined by GEOID03.
 JT1272
 JT1272;                    North         East    Units  Estimated Accuracy
 JT1272;SPC CA 2     -   611,740.    1,885,680.      MT  (+/- 180 meters Scaled)
 JT1272
 JT1272                          SUPERSEDED SURVEY CONTROL
 JT1272
 JT1272  NGVD 29 (??/??/92)   47.43   (m)          155.6    (f) COMPUTED    2 0
 JT1272
 JT1272.Superseded values are not recommended for survey control.
 JT1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1272.See file dsdata.txt to determine how the superseded data were derived.
 JT1272
 JT1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH727797(NAD 83)
 JT1272_MARKER: DD = SURVEY DISK
 JT1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1272_SP_SET: BRIDGE
 JT1272_STAMPING: 135 M-154 FEET-1933
 JT1272_MARK LOGO: USGS  
 JT1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1272
 JT1272  HISTORY     - Date     Condition        Report By
 JT1272  HISTORY     - 1933     MONUMENTED       USGS
 JT1272  HISTORY     - 1935     GOOD             CGS
 JT1272
 JT1272                          STATION DESCRIPTION
 JT1272
 JT1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1272'8 MI E FROM ANNAPOLIS.
 JT1272'10 FEET FROM THE EAST END OF THE LONG WING RETAINING WALL AT
 JT1272'THE SOUTHEAST END OF THE WOODEN BRIDGE OVER THE GUALALA RIVER
 JT1272'STAMPED---135 M-154 FEET-1933---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1305 ***********************************************************************
 GU1305  DESIGNATION -  135.17 L
 GU1305  PID         -  GU1305
 GU1305  STATE/COUNTY-  CA/FRESNO
 GU1305  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1305
 GU1305                         *CURRENT SURVEY CONTROL
 GU1305  ___________________________________________________________________
 GU1305* NAD 83(1986)-  36 25 33.     (N)    120 17 36.     (W)     SCALED    
 GU1305* NAVD 88     -       100.27   (+/-2cm)     329.0    (feet)  VERTCON   
 GU1305  ___________________________________________________________________
 GU1305  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 GU1305  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1305
 GU1305.The horizontal coordinates were scaled from a topographic map and have
 GU1305.an estimated accuracy of +/- 6 seconds.
 GU1305
 GU1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1305.The vertical order pertains to the NGVD 29 superseded value.
 GU1305
 GU1305.The geoid height was determined by GEOID03.
 GU1305
 GU1305;                    North         East    Units  Estimated Accuracy
 GU1305;SPC CA 4     -   622,010.    1,884,030.      MT  (+/- 180 meters Scaled)
 GU1305
 GU1305                          SUPERSEDED SURVEY CONTROL
 GU1305
 GU1305  NGVD 29 (??/??/92)   99.366  (m)          326.00   (f) ADJ UNCH    1 1
 GU1305
 GU1305.Superseded values are not recommended for survey control.
 GU1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1305.See file dsdata.txt to determine how the superseded data were derived.
 GU1305
 GU1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF426345(NAD 83)
 GU1305_MARKER: DD = SURVEY DISK
 GU1305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1305_SP_SET: CANAL LINING
 GU1305_STAMPING: 135.17 L
 GU1305_MARK LOGO: BOR   
 GU1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1305+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1305
 GU1305  HISTORY     - Date     Condition        Report By
 GU1305  HISTORY     - UNK      MONUMENTED       BOR
 GU1305  HISTORY     - 1972     GOOD             NGS
 GU1305  HISTORY     - 19890117 GOOD             NGS
 GU1305
 GU1305                          STATION DESCRIPTION
 GU1305
 GU1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1305'48.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1305'48.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1305'DOS AMIGOS PUMP PLANT, 0.3 MILE SOUTHEAST OF THE CROSSING OF MT.
 GU1305'WHITNEY AVENUE, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 GU1305'OF THE AQUEDUCT, 1.3 FEET SOUTHEAST OF THE CENTER OF A STEEL
 GU1305'LADDER, AND ABOUT 1/2 FOOT HIGHER THAN THE LEVEE ROAD.
 GU1305
 GU1305                          STATION RECOVERY (1989)
 GU1305
 GU1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1303 ***********************************************************************
 GU1303  DESIGNATION -  135.56 L
 GU1303  PID         -  GU1303
 GU1303  STATE/COUNTY-  CA/FRESNO
 GU1303  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1303
 GU1303                         *CURRENT SURVEY CONTROL
 GU1303  ___________________________________________________________________
 GU1303* NAD 83(1986)-  36 25 12.     (N)    120 17 23.     (W)     SCALED    
 GU1303* NAVD 88     -       100.342  (meters)     329.21   (feet)  ADJUSTED  
 GU1303  ___________________________________________________________________
 GU1303  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GU1303  DYNAMIC HT  -         100.255 (meters)     328.92  (feet)  COMP
 GU1303  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 GU1303
 GU1303  VERT ORDER  -  FIRST     CLASS I
 GU1303
 GU1303.The horizontal coordinates were scaled from a topographic map and have
 GU1303.an estimated accuracy of +/- 6 seconds.
 GU1303
 GU1303.The orthometric height was determined by differential leveling
 GU1303.and adjusted in June 1991.
 GU1303
 GU1303.The geoid height was determined by GEOID03.
 GU1303
 GU1303.The dynamic height is computed by dividing the NAVD 88
 GU1303.geopotential number by the normal gravity value computed on the
 GU1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1303.degrees latitude (g = 980.6199 gals.).
 GU1303
 GU1303.The modeled gravity was interpolated from observed gravity values.
 GU1303
 GU1303;                    North         East    Units  Estimated Accuracy
 GU1303;SPC CA 4     -   621,350.    1,884,340.      MT  (+/- 180 meters Scaled)
 GU1303
 GU1303                          SUPERSEDED SURVEY CONTROL
 GU1303
 GU1303  NGVD 29 (??/??/92)   99.453  (m)          326.29   (f) ADJ UNCH    1 1
 GU1303
 GU1303.Superseded values are not recommended for survey control.
 GU1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1303.See file dsdata.txt to determine how the superseded data were derived.
 GU1303
 GU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF429339(NAD 83)
 GU1303_MARKER: DD = SURVEY DISK
 GU1303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1303_SP_SET: CANAL LINING
 GU1303_STAMPING: 135.56 L
 GU1303_MARK LOGO: BOR   
 GU1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1303+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1303
 GU1303  HISTORY     - Date     Condition        Report By
 GU1303  HISTORY     - UNK      MONUMENTED       BOR
 GU1303  HISTORY     - 1972     GOOD             NGS
 GU1303  HISTORY     - 19890117 GOOD             NGS
 GU1303
 GU1303                          STATION DESCRIPTION
 GU1303
 GU1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1303'48.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1303'48.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1303'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU1303'LINING OF THE AQUEDUCT, 1.5 FEET SOUTHEAST OF THE CENTER OF A
 GU1303'STEEL LADDER, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 GU1303
 GU1303                          STATION RECOVERY (1989)
 GU1303
 GU1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1300 ***********************************************************************
 GU1300  DESIGNATION -  135.96 R USBR
 GU1300  PID         -  GU1300
 GU1300  STATE/COUNTY-  CA/FRESNO
 GU1300  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1300
 GU1300                         *CURRENT SURVEY CONTROL
 GU1300  ___________________________________________________________________
 GU1300* NAD 83(1986)-  36 24 54.     (N)    120 17 12.     (W)     SCALED    
 GU1300* NAVD 88     -       100.12   (+/-2cm)     328.5    (feet)  VERTCON   
 GU1300  ___________________________________________________________________
 GU1300  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GU1300  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1300
 GU1300.The horizontal coordinates were scaled from a topographic map and have
 GU1300.an estimated accuracy of +/- 6 seconds.
 GU1300
 GU1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1300.The vertical order pertains to the NGVD 29 superseded value.
 GU1300
 GU1300.The geoid height was determined by GEOID03.
 GU1300
 GU1300;                    North         East    Units  Estimated Accuracy
 GU1300;SPC CA 4     -   620,800.    1,884,610.      MT  (+/- 180 meters Scaled)
 GU1300
 GU1300                          SUPERSEDED SURVEY CONTROL
 GU1300
 GU1300  NGVD 29 (??/??/92)   99.208  (m)          325.48   (f) ADJ UNCH    1 1
 GU1300
 GU1300.Superseded values are not recommended for survey control.
 GU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1300.See file dsdata.txt to determine how the superseded data were derived.
 GU1300
 GU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF432334(NAD 83)
 GU1300_MARKER: DD = SURVEY DISK
 GU1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1300_SP_SET: CONCRETE TURNOUT
 GU1300_STAMPING: 135.96 R
 GU1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1300
 GU1300  HISTORY     - Date     Condition        Report By
 GU1300  HISTORY     - UNK      MONUMENTED       BOR
 GU1300  HISTORY     - 1967     GOOD             NGS
 GU1300  HISTORY     - 1969     GOOD             NGS
 GU1300
 GU1300                          STATION DESCRIPTION
 GU1300
 GU1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1300'49.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1300'49.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1300'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF A CONCRETE
 GU1300'TURNOUT WHICH IS ON THE SOUTHWEST LEVEE, 24 FEET NORTHEAST OF
 GU1300'THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST
 GU1300'OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT,
 GU1300'0.05 MILE NORTHWEST OF THE CROSSING OF A POWER LINE, 0.1 MILE
 GU1300'NORTHWEST OF BENCH MARK 136.05 L (USBR), AND ABOUT 3 1/2 FEET
 GU1300'LOWER THAN THE ROAD.
 GU1300
 GU1300                          STATION RECOVERY (1969)
 GU1300
 GU1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3728 ***********************************************************************
 HS3728  DESIGNATION -  1357 USBR
 HS3728  PID         -  HS3728
 HS3728  STATE/COUNTY-  CA/CONTRA COSTA
 HS3728  USGS QUAD   -  BRENTWOOD (1978)
 HS3728
 HS3728                         *CURRENT SURVEY CONTROL
 HS3728  ___________________________________________________________________
 HS3728* NAD 83(1986)-  37 59 44.     (N)    121 42 06.     (W)     SCALED    
 HS3728* NAVD 88     -         4.85   (+/-2cm)      15.9    (feet)  VERTCON   
 HS3728  ___________________________________________________________________
 HS3728  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HS3728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3728
 HS3728.The horizontal coordinates were scaled from a topographic map and have
 HS3728.an estimated accuracy of +/- 6 seconds.
 HS3728
 HS3728.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3728.The vertical order pertains to the NGVD 29 superseded value.
 HS3728
 HS3728.The geoid height was determined by GEOID03.
 HS3728
 HS3728;                    North         East    Units  Estimated Accuracy
 HS3728;SPC CA 3     -   666,660.    1,894,460.      MT  (+/- 180 meters Scaled)
 HS3728
 HS3728                          SUPERSEDED SURVEY CONTROL
 HS3728
 HS3728  NGVD 29 (??/??/92)    4.122  (m)           13.52   (f) ADJ UNCH    2 0
 HS3728
 HS3728.Superseded values are not recommended for survey control.
 HS3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3728.See file dsdata.txt to determine how the superseded data were derived.
 HS3728
 HS3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH139061(NAD 83)
 HS3728_MARKER: DD = SURVEY DISK
 HS3728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3728_SP_SET: BUILDING
 HS3728_STAMPING: 1357
 HS3728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3728
 HS3728  HISTORY     - Date     Condition        Report By
 HS3728  HISTORY     - UNK      MONUMENTED       BOR
 HS3728  HISTORY     - 1951     GOOD             NGS
 HS3728  HISTORY     - 1966     GOOD             NGS
 HS3728
 HS3728                          STATION DESCRIPTION
 HS3728
 HS3728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3728'0.5 MI E FROM OAKLEY.
 HS3728'0.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HS3728'FROM THE STATION AT OAKLEY, THENCE 0.1 MILES NORTH ALONG A
 HS3728'GRAVELED ROAD ON THE WEST LEVEE OF THE CONTRA COSTA CANAL, AT
 HS3728'THE CONTRA COSTA CANAL PUMPING PLANT NO. 1, 23.2 FEET
 HS3728'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, IN THE TOP OF
 HS3728'THE NORTHEAST END OF THE NORTHWEST CONCRETE RETAINING WALL,
 HS3728'47 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 1.3 FEET
 HS3728'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST STEEL LADDER,
 HS3728'AND SET ABOUT LEVEL WITH THE GRAVEL ROAD.
 HS3728
 HS3728                          STATION RECOVERY (1966)
 HS3728
 HS3728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0201 ***********************************************************************
 FV0201  DESIGNATION -  1358 AT CO
 FV0201  PID         -  FV0201
 FV0201  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0201  USGS QUAD   -  MIRANDA PINE MOUNTAIN (1974)
 FV0201
 FV0201                         *CURRENT SURVEY CONTROL
 FV0201  ___________________________________________________________________
 FV0201* NAD 83(1986)-  35 05 49.     (N)    120 03 36.     (W)     SCALED    
 FV0201* NAVD 88     -       415.02   (+/-2cm)    1361.6    (feet)  VERTCON   
 FV0201  ___________________________________________________________________
 FV0201  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 FV0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0201
 FV0201.The horizontal coordinates were scaled from a topographic map and have
 FV0201.an estimated accuracy of +/- 6 seconds.
 FV0201
 FV0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0201.The vertical order pertains to the NGVD 29 superseded value.
 FV0201
 FV0201.The geoid height was determined by GEOID03.
 FV0201
 FV0201;                    North         East    Units  Estimated Accuracy
 FV0201;SPC CA 5     -   679,070.    1,812,190.      MT  (+/- 180 meters Scaled)
 FV0201
 FV0201                          SUPERSEDED SURVEY CONTROL
 FV0201
 FV0201  NGVD 29 (??/??/92)  414.153  (m)         1358.77   (f) ADJ UNCH    2 0
 FV0201
 FV0201.Superseded values are not recommended for survey control.
 FV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0201.See file dsdata.txt to determine how the superseded data were derived.
 FV0201
 FV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD680877(NAD 83)
 FV0201_MARKER: P = PIPE CAP
 FV0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0201+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 FV0201
 FV0201  HISTORY     - Date     Condition        Report By
 FV0201  HISTORY     - UNK      MONUMENTED       ATCO
 FV0201  HISTORY     - 1935     GOOD             NGS
 FV0201  HISTORY     - 20080416 GOOD             CADT
 FV0201
 FV0201                          STATION DESCRIPTION
 FV0201
 FV0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0201'36.2 MI E FROM SANTA MARIA.
 FV0201'IN SAN LUIS OBISPO COUNTY, 36.2 MILES EAST ALONG STATE HIGHWAY 166
 FV0201'FROM SANTA MARIA, SANTA BARBARA COUNTY, 0.4 MILE NORTHEAST OF A
 FV0201'HIGHWAY BRIDGE OVER CUYAMA RIVER AT HIGHWAY STATION 1+22, 0.1
 FV0201'MILE WEST OF A CULVERT AT HIGHWAY STATION 26+72, AT A CURVE, 30
 FV0201'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9 FEET SOUTH OF THE
 FV0201'FENCE, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  AN ASSOCIATED
 FV0201'TRACTION CO. STANDARD CAP, STAMPED 1358 1779+58 AND RIVETED ON THE
 FV0201'TOP OF AN IRON PIPE.
 FV0201
 FV0201                          STATION RECOVERY (2008)
 FV0201
 FV0201'RECOVERY NOTE BY CALTRANS 2008 (CM)
 FV0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3017 ***********************************************************************
 FU3017  DESIGNATION -  136 A DWR
 FU3017  PID         -  FU3017
 FU3017  STATE/COUNTY-  CA/KINGS
 FU3017  USGS QUAD   -  AVENAL GAP (1973)
 FU3017
 FU3017                         *CURRENT SURVEY CONTROL
 FU3017  ___________________________________________________________________
 FU3017* NAD 83(1986)-  35 48 50.     (N)    119 53 18.     (W)     SCALED    
 FU3017* NAVD 88     -        97.70   (+/-2cm)     320.5    (feet)  VERTCON   
 FU3017  ___________________________________________________________________
 FU3017  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 FU3017  VERT ORDER  -  THIRD (See Below)
 FU3017
 FU3017.The horizontal coordinates were scaled from a topographic map and have
 FU3017.an estimated accuracy of +/- 6 seconds.
 FU3017
 FU3017.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3017.The vertical order pertains to the NGVD 29 superseded value.
 FU3017
 FU3017.The geoid height was determined by GEOID03.
 FU3017
 FU3017;                    North         East    Units  Estimated Accuracy
 FU3017;SPC CA 4     -   553,700.    1,919,720.      MT  (+/- 180 meters Scaled)
 FU3017
 FU3017                          SUPERSEDED SURVEY CONTROL
 FU3017
 FU3017  NGVD 29 (??/??/??)   96.77   (m)          317.5    (f) RESET       3  
 FU3017
 FU3017.Superseded values are not recommended for survey control.
 FU3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3017.See file dsdata.txt to determine how the superseded data were derived.
 FU3017
 FU3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV390671(NAD 83)
 FU3017_MARKER: DD = SURVEY DISK
 FU3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3017_STAMPING: BM 136 A
 FU3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3017+STABILITY: SURFACE MOTION
 FU3017
 FU3017  HISTORY     - Date     Condition        Report By
 FU3017  HISTORY     - UNK      MONUMENTED       CADWR
 FU3017  HISTORY     - 1964     GOOD             NGS
 FU3017  HISTORY     - 1966     GOOD             NGS
 FU3017
 FU3017                          STATION DESCRIPTION
 FU3017
 FU3017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3017'15.9 MI S FROM KETTLEMAN CITY.
 FU3017'0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3017'KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3017'THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE
 FU3017'3.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG
 FU3017'A TRACK ROAD, THENCE 0.1 MILE WEST ALONG A DIRT ROAD, THENCE
 FU3017'0.4 MILE SOUTHEAST ALONG A TRACK ROAD AND TELEPHONE LINE, 0.95
 FU3017'MILE NORTHWEST OF BENCH MARK 137 A(DWR), 18 FEET NORTHEAST OF
 FU3017'THE CENTER LINE OF THE ROAD, 3 1/2 FEET NORTHEAST OF POLE 16-65,
 FU3017'2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU3017'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU3017
 FU3017                          STATION RECOVERY (1966)
 FU3017
 FU3017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1276 ***********************************************************************
 JT1276  DESIGNATION -  136 M
 JT1276  PID         -  JT1276
 JT1276  STATE/COUNTY-  CA/SONOMA
 JT1276  USGS QUAD   -  ANNAPOLIS (1977)
 JT1276
 JT1276                         *CURRENT SURVEY CONTROL
 JT1276  ___________________________________________________________________
 JT1276* NAD 83(1986)-  38 39 23.     (N)    123 20 28.     (W)     SCALED    
 JT1276* NAVD 88     -       326.85   (+/-2cm)    1072.3    (feet)  VERTCON   
 JT1276  ___________________________________________________________________
 JT1276  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JT1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1276
 JT1276.The horizontal coordinates were scaled from a topographic map and have
 JT1276.an estimated accuracy of +/- 6 seconds.
 JT1276
 JT1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1276.The vertical order pertains to the NGVD 29 superseded value.
 JT1276
 JT1276.The geoid height was determined by GEOID03.
 JT1276
 JT1276;                    North         East    Units  Estimated Accuracy
 JT1276;SPC CA 2     -   610,730.    1,883,280.      MT  (+/- 180 meters Scaled)
 JT1276
 JT1276                          SUPERSEDED SURVEY CONTROL
 JT1276
 JT1276  NGVD 29 (??/??/92)  325.97   (m)         1069.5    (f) COMPUTED    2 0
 JT1276
 JT1276.Superseded values are not recommended for survey control.
 JT1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1276.See file dsdata.txt to determine how the superseded data were derived.
 JT1276
 JT1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH703787(NAD 83)
 JT1276_MARKER: DD = SURVEY DISK
 JT1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1276_STAMPING: 136 M 1068 1933
 JT1276_MARK LOGO: USGS  
 JT1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1276+STABILITY: SURFACE MOTION
 JT1276
 JT1276  HISTORY     - Date     Condition        Report By
 JT1276  HISTORY     - 1933     MONUMENTED       USGS
 JT1276  HISTORY     - 1961     GOOD             CGS
 JT1276  HISTORY     - 1987     GOOD             USPSQD
 JT1276
 JT1276                          STATION DESCRIPTION
 JT1276
 JT1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JT1276'4.5 MI E FROM STEWARTS POINT.
 JT1276'4.5 MILES EAST ALONG THE SKAGGS SPRINGS ROAD FROM THE POST
 JT1276'OFFICE AT STEWARTS POINT, 59 FEET NORTHEAST OF THE CENTERLINE
 JT1276'OF THE ROAD, 19.0 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 JT1276'KASHIA RESERVATION SCHOOL, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 JT1276'AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.2 FOOT
 JT1276'ABOVE THE GROUND.
 JT1276
 JT1276                          STATION RECOVERY (1987)
 JT1276
 JT1276'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1298 ***********************************************************************
 GU1298  DESIGNATION -  136.02 L
 GU1298  PID         -  GU1298
 GU1298  STATE/COUNTY-  CA/FRESNO
 GU1298  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1298
 GU1298                         *CURRENT SURVEY CONTROL
 GU1298  ___________________________________________________________________
 GU1298* NAD 83(1986)-  36 24 51.     (N)    120 17 11.     (W)     SCALED    
 GU1298* NAVD 88     -       100.50   (+/-2cm)     329.7    (feet)  VERTCON   
 GU1298  ___________________________________________________________________
 GU1298  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GU1298  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1298
 GU1298.The horizontal coordinates were scaled from a topographic map and have
 GU1298.an estimated accuracy of +/- 6 seconds.
 GU1298
 GU1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1298.The vertical order pertains to the NGVD 29 superseded value.
 GU1298
 GU1298.The geoid height was determined by GEOID03.
 GU1298
 GU1298;                    North         East    Units  Estimated Accuracy
 GU1298;SPC CA 4     -   620,700.    1,884,630.      MT  (+/- 180 meters Scaled)
 GU1298
 GU1298                          SUPERSEDED SURVEY CONTROL
 GU1298
 GU1298  NGVD 29 (??/??/92)   99.584  (m)          326.72   (f) ADJ UNCH    1 1
 GU1298
 GU1298.Superseded values are not recommended for survey control.
 GU1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1298.See file dsdata.txt to determine how the superseded data were derived.
 GU1298
 GU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF433333(NAD 83)
 GU1298_MARKER: DD = SURVEY DISK
 GU1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1298_SP_SET: CONCRETE LINING
 GU1298_STAMPING: 136.02 L
 GU1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1298
 GU1298  HISTORY     - Date     Condition        Report By
 GU1298  HISTORY     - UNK      MONUMENTED       BOR
 GU1298  HISTORY     - 1972     GOOD             NGS
 GU1298  HISTORY     - 19890214 MARK NOT FOUND   NGS
 GU1298
 GU1298                          STATION DESCRIPTION
 GU1298
 GU1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1298'49.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1298'49.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1298'DOS AMIGOS PUMP PLANT, ABOUT 61 YARDS NORTHWEST OF THE CENTER
 GU1298'OF STRUCTURE 136.05, IN THE TOP OF THE NORTHEAST CONCRETE
 GU1298'LINING OF THE AQUEDUCT, 1.7 FEET SOUTHEAST OF THE CENTER OF A
 GU1298'STEEL LADDER, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 GU1298
 GU1298                          STATION RECOVERY (1989)
 GU1298
 GU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1297 ***********************************************************************
 GU1297  DESIGNATION -  136.05 L
 GU1297  PID         -  GU1297
 GU1297  STATE/COUNTY-  CA/FRESNO
 GU1297  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1297
 GU1297                         *CURRENT SURVEY CONTROL
 GU1297  ___________________________________________________________________
 GU1297* NAD 83(1986)-  36 24 49.     (N)    120 17 11.     (W)     SCALED    
 GU1297* NAVD 88     -        99.59   (+/-2cm)     326.7    (feet)  VERTCON   
 GU1297  ___________________________________________________________________
 GU1297  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GU1297  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1297
 GU1297.The horizontal coordinates were scaled from a topographic map and have
 GU1297.an estimated accuracy of +/- 6 seconds.
 GU1297
 GU1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1297.The vertical order pertains to the NGVD 29 superseded value.
 GU1297
 GU1297.The geoid height was determined by GEOID03.
 GU1297
 GU1297;                    North         East    Units  Estimated Accuracy
 GU1297;SPC CA 4     -   620,640.    1,884,630.      MT  (+/- 180 meters Scaled)
 GU1297
 GU1297                          SUPERSEDED SURVEY CONTROL
 GU1297
 GU1297  NGVD 29 (??/??/92)   98.676  (m)          323.74   (f) ADJ UNCH    1 1
 GU1297
 GU1297.Superseded values are not recommended for survey control.
 GU1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1297.See file dsdata.txt to determine how the superseded data were derived.
 GU1297
 GU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF433332(NAD 83)
 GU1297_MARKER: DD = SURVEY DISK
 GU1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1297_SP_SET: GRATE DECK
 GU1297_STAMPING: L 136.05 102 3518+74-46
 GU1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1297
 GU1297  HISTORY     - Date     Condition        Report By
 GU1297  HISTORY     - UNK      MONUMENTED       BOR
 GU1297  HISTORY     - 1967     GOOD             NGS
 GU1297  HISTORY     - 1971     GOOD             NGS
 GU1297  HISTORY     - 19890214 MARK NOT FOUND   NGS
 GU1297
 GU1297                          STATION DESCRIPTION
 GU1297
 GU1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1297'49.3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1297'49.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1297'DOS AMIGOS PUMP PLANT, AT THE CROSSING OF A POWER LINE, 26 FEET
 GU1297'SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 180
 GU1297'FEET SOUTHEAST OF A POINT UNDER THE CENTER OF THE POWER LINE,
 GU1297'IN THE TOP OF THE CENTER OF THE GRATE DECK OF A TURNOUT STRUCTURE,
 GU1297'5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE STRUCTURE, ABOUT
 GU1297'LEVEL WITH THE LINING, AND 4 FEET LOWER THAN THE NORTHEAST
 GU1297'LEVEE ROAD.
 GU1297
 GU1297                          STATION RECOVERY (1971)
 GU1297
 GU1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1297'RECOVERED IN GOOD CONDITION.
 GU1297
 GU1297                          STATION RECOVERY (1989)
 GU1297
 GU1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4156 ***********************************************************************
 GU4156  DESIGNATION -  136.05 L RESET
 GU4156  PID         -  GU4156
 GU4156  STATE/COUNTY-  CA/FRESNO
 GU4156  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU4156
 GU4156                         *CURRENT SURVEY CONTROL
 GU4156  ___________________________________________________________________
 GU4156* NAD 83(1986)-  36 24 49.     (N)    120 17 11.     (W)     SCALED    
 GU4156* NAVD 88     -       100.927  (meters)     331.12   (feet)  ADJUSTED  
 GU4156  ___________________________________________________________________
 GU4156  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 GU4156  DYNAMIC HT  -         100.839 (meters)     330.84  (feet)  COMP
 GU4156  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 GU4156
 GU4156  VERT ORDER  -  FIRST     CLASS II
 GU4156
 GU4156.The horizontal coordinates were scaled from a topographic map and have
 GU4156.an estimated accuracy of +/- 6 seconds.
 GU4156
 GU4156.The orthometric height was determined by differential leveling
 GU4156.and adjusted in June 1991.
 GU4156
 GU4156.The geoid height was determined by GEOID03.
 GU4156
 GU4156.The dynamic height is computed by dividing the NAVD 88
 GU4156.geopotential number by the normal gravity value computed on the
 GU4156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4156.degrees latitude (g = 980.6199 gals.).
 GU4156
 GU4156.The modeled gravity was interpolated from observed gravity values.
 GU4156
 GU4156;                    North         East    Units  Estimated Accuracy
 GU4156;SPC CA 4     -   620,640.    1,884,630.      MT  (+/- 180 meters Scaled)
 GU4156
 GU4156                          SUPERSEDED SURVEY CONTROL
 GU4156
 GU4156.No superseded survey control is available for this station.
 GU4156
 GU4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF433332(NAD 83)
 GU4156_MARKER: DB = BENCH MARK DISK
 GU4156_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU4156_SP_SET: FOUNDATION
 GU4156_STAMPING: 136.05 L RESET 1984
 GU4156_MARK LOGO: BOR   
 GU4156_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4156+STABILITY: SURFACE MOTION
 GU4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4156+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1989
 GU4156
 GU4156  HISTORY     - Date     Condition        Report By
 GU4156  HISTORY     - 1984     MONUMENTED       BOR
 GU4156  HISTORY     - 19890201 GOOD             NGS
 GU4156
 GU4156                          STATION DESCRIPTION
 GU4156
 GU4156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU4156'79.3 KM (49.30 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM
 GU4156'THE DOS AMIGOS PUMP PLANT, IN THE NORTHEAST CORNER OF A TURNOUT
 GU4156'STRUCTURE FOUNDATION, 14.3 M (46.9 FT) NORTHWEST OF THE SOUTHWEST
 GU4156'CORNER OF A FENCE AROUND A PUMP STATION, 3.7 M (12.1 FT) SOUTHWEST OF
 GU4156'THE CENTER OF THE NORTHWEST LEVEE ROAD, 2.4 M (7.9 FT) NORTHEAST OF
 GU4156'THE SOUTHWEST EDGE OF THE FOUNDATION, 0.5 M (1.6 FT) SOUTHEAST OF THE
 GU4156'NORTHWEST EDGE OF THE FOUNDATION, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1296 ***********************************************************************
 GU1296  DESIGNATION -  136.45 L
 GU1296  PID         -  GU1296
 GU1296  STATE/COUNTY-  CA/FRESNO
 GU1296  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1296
 GU1296                         *CURRENT SURVEY CONTROL
 GU1296  ___________________________________________________________________
 GU1296* NAD 83(1986)-  36 24 29.     (N)    120 17 01.     (W)     SCALED    
 GU1296* NAVD 88     -       100.491  (meters)     329.69   (feet)  ADJUSTED  
 GU1296  ___________________________________________________________________
 GU1296  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GU1296  DYNAMIC HT  -         100.404 (meters)     329.41  (feet)  COMP
 GU1296  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 GU1296
 GU1296  VERT ORDER  -  FIRST     CLASS I
 GU1296
 GU1296.The horizontal coordinates were scaled from a topographic map and have
 GU1296.an estimated accuracy of +/- 6 seconds.
 GU1296
 GU1296.The orthometric height was determined by differential leveling
 GU1296.and adjusted in June 1991.
 GU1296
 GU1296.The geoid height was determined by GEOID03.
 GU1296
 GU1296.The dynamic height is computed by dividing the NAVD 88
 GU1296.geopotential number by the normal gravity value computed on the
 GU1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1296.degrees latitude (g = 980.6199 gals.).
 GU1296
 GU1296.The modeled gravity was interpolated from observed gravity values.
 GU1296
 GU1296;                    North         East    Units  Estimated Accuracy
 GU1296;SPC CA 4     -   620,020.    1,884,870.      MT  (+/- 180 meters Scaled)
 GU1296
 GU1296                          SUPERSEDED SURVEY CONTROL
 GU1296
 GU1296  NGVD 29 (??/??/92)   99.572  (m)          326.68   (f) ADJ UNCH    1 1
 GU1296
 GU1296.Superseded values are not recommended for survey control.
 GU1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1296.See file dsdata.txt to determine how the superseded data were derived.
 GU1296
 GU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF435326(NAD 83)
 GU1296_MARKER: DD = SURVEY DISK
 GU1296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1296_SP_SET: CANAL LINING
 GU1296_STAMPING: 136.45 L
 GU1296_MARK LOGO: BOR   
 GU1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1296+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1296
 GU1296  HISTORY     - Date     Condition        Report By
 GU1296  HISTORY     - UNK      MONUMENTED       BOR
 GU1296  HISTORY     - 1972     GOOD             NGS
 GU1296  HISTORY     - 19890117 GOOD             NGS
 GU1296
 GU1296                          STATION DESCRIPTION
 GU1296
 GU1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1296'49.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1296'49.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1296'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU1296'LINING OF THE AQUEDUCT, 1.8 FEET SOUTHEAST OF THE CENTER OF
 GU1296'A STEEL LADDER, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 GU1296
 GU1296                          STATION RECOVERY (1989)
 GU1296
 GU1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1293 ***********************************************************************
 GU1293  DESIGNATION -  136.75 L
 GU1293  PID         -  GU1293
 GU1293  STATE/COUNTY-  CA/FRESNO
 GU1293  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1293
 GU1293                         *CURRENT SURVEY CONTROL
 GU1293  ___________________________________________________________________
 GU1293* NAD 83(1986)-  36 24 07.     (N)    120 16 52.     (W)     SCALED    
 GU1293* NAVD 88     -       100.662  (meters)     330.26   (feet)  ADJUSTED  
 GU1293  ___________________________________________________________________
 GU1293  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GU1293  DYNAMIC HT  -         100.575 (meters)     329.97  (feet)  COMP
 GU1293  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 GU1293
 GU1293  VERT ORDER  -  FIRST     CLASS I
 GU1293
 GU1293.The horizontal coordinates were scaled from a topographic map and have
 GU1293.an estimated accuracy of +/- 6 seconds.
 GU1293
 GU1293.The orthometric height was determined by differential leveling
 GU1293.and adjusted in June 1991.
 GU1293
 GU1293.The geoid height was determined by GEOID03.
 GU1293
 GU1293.The dynamic height is computed by dividing the NAVD 88
 GU1293.geopotential number by the normal gravity value computed on the
 GU1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1293.degrees latitude (g = 980.6199 gals.).
 GU1293
 GU1293.The modeled gravity was interpolated from observed gravity values.
 GU1293
 GU1293;                    North         East    Units  Estimated Accuracy
 GU1293;SPC CA 4     -   619,340.    1,885,090.      MT  (+/- 180 meters Scaled)
 GU1293
 GU1293                          SUPERSEDED SURVEY CONTROL
 GU1293
 GU1293  NGVD 29 (??/??/92)   99.697  (m)          327.09   (f) ADJ UNCH    1 1
 GU1293
 GU1293.Superseded values are not recommended for survey control.
 GU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1293.See file dsdata.txt to determine how the superseded data were derived.
 GU1293
 GU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF438319(NAD 83)
 GU1293_MARKER: DD = SURVEY DISK
 GU1293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1293_SP_SET: CANAL LINING
 GU1293_STAMPING: 136.75 L
 GU1293_MARK LOGO: BOR   
 GU1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1293+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1293
 GU1293  HISTORY     - Date     Condition        Report By
 GU1293  HISTORY     - UNK      MONUMENTED       BOR
 GU1293  HISTORY     - 1972     GOOD             NGS
 GU1293  HISTORY     - 19890117 GOOD             NGS
 GU1293
 GU1293                          STATION DESCRIPTION
 GU1293
 GU1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1293'50.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1293'50.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1293'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 GU1293'LINING OF THE AQUEDUCT, AT THE CENTER OF A STEEL LADDER, AND
 GU1293'ABOUT LEVEL WITH THE LEVEE ROAD.
 GU1293
 GU1293                          STATION RECOVERY (1989)
 GU1293
 GU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1293'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 GU1293'CHANGE--LEVEL WITH THE ROAD, TO 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 GU1293'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0386 ***********************************************************************
 KT0386  DESIGNATION -  1368 USGS
 KT0386  PID         -  KT0386
 KT0386  STATE/COUNTY-  CA/COLUSA
 KT0386  USGS QUAD   -  WILBUR SPRINGS (1991)
 KT0386
 KT0386                         *CURRENT SURVEY CONTROL
 KT0386  ___________________________________________________________________
 KT0386* NAD 83(1986)-  39 00 40.     (N)    122 23 25.     (W)     SCALED    
 KT0386* NAVD 88     -       417.90   (+/-2cm)    1371.1    (feet)  VERTCON   
 KT0386  ___________________________________________________________________
 KT0386  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 KT0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0386
 KT0386.The horizontal coordinates were scaled from a topographic map and have
 KT0386.an estimated accuracy of +/- 6 seconds.
 KT0386
 KT0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0386.The vertical order pertains to the NGVD 29 superseded value.
 KT0386
 KT0386.The geoid height was determined by GEOID03.
 KT0386
 KT0386;                    North         East    Units  Estimated Accuracy
 KT0386;SPC CA 2     -   649,310.    1,966,200.      MT  (+/- 180 meters Scaled)
 KT0386
 KT0386                          SUPERSEDED SURVEY CONTROL
 KT0386
 KT0386  NGVD 29 (??/??/92)  417.058  (m)         1368.30   (f) ADJ UNCH    1 2
 KT0386
 KT0386.Superseded values are not recommended for survey control.
 KT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0386.See file dsdata.txt to determine how the superseded data were derived.
 KT0386
 KT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ527181(NAD 83)
 KT0386_MARKER: Q = CHISELED SQUARE
 KT0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0386_SP_SET: CULVERT
 KT0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0386
 KT0386  HISTORY     - Date     Condition        Report By
 KT0386  HISTORY     - UNK      MONUMENTED       USGS
 KT0386  HISTORY     - 1967     GOOD             NGS
 KT0386
 KT0386                          STATION DESCRIPTION
 KT0386
 KT0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0386'20 MI W FROM WILLIAMS.
 KT0386'20.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0386'WILLIAMS, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD
 KT0386'WALL OF 18-INCH PIPE CULVERT D87+75, 18 FEET EAST OF THE CENTER
 KT0386'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3013 ***********************************************************************
 FU3013  DESIGNATION -  137 A DWR
 FU3013  PID         -  FU3013
 FU3013  STATE/COUNTY-  CA/KINGS
 FU3013  USGS QUAD   -  AVENAL GAP (1973)
 FU3013
 FU3013                         *CURRENT SURVEY CONTROL
 FU3013  ___________________________________________________________________
 FU3013* NAD 83(1986)-  35 48 07.     (N)    119 52 45.     (W)     SCALED    
 FU3013* NAVD 88     -        96.76   (+/-2cm)     317.5    (feet)  VERTCON   
 FU3013  ___________________________________________________________________
 FU3013  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 FU3013  VERT ORDER  -  THIRD (See Below)
 FU3013
 FU3013.The horizontal coordinates were scaled from a topographic map and have
 FU3013.an estimated accuracy of +/- 6 seconds.
 FU3013
 FU3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3013.The vertical order pertains to the NGVD 29 superseded value.
 FU3013
 FU3013.The geoid height was determined by GEOID03.
 FU3013
 FU3013;                    North         East    Units  Estimated Accuracy
 FU3013;SPC CA 4     -   552,360.    1,920,530.      MT  (+/- 180 meters Scaled)
 FU3013
 FU3013                          SUPERSEDED SURVEY CONTROL
 FU3013
 FU3013  NGVD 29 (??/??/??)   95.83   (m)          314.4    (f) RESET       3  
 FU3013
 FU3013.Superseded values are not recommended for survey control.
 FU3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3013.See file dsdata.txt to determine how the superseded data were derived.
 FU3013
 FU3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV398658(NAD 83)
 FU3013_MARKER: DD = SURVEY DISK
 FU3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3013_STAMPING: BM 137 A
 FU3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3013+STABILITY: SURFACE MOTION
 FU3013
 FU3013  HISTORY     - Date     Condition        Report By
 FU3013  HISTORY     - UNK      MONUMENTED       CADWR
 FU3013  HISTORY     - 1964     GOOD             NGS
 FU3013  HISTORY     - 1966     GOOD             NGS
 FU3013
 FU3013                          STATION DESCRIPTION
 FU3013
 FU3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3013'23 MI NW FROM LOST HILLS.
 FU3013'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU3013'STATE HIGHWAY 46 AT LOST HILLS, THENCE 10.0 MILES WEST ALONG
 FU3013'TWISSELMAN ROAD, THENCE 3.0 MILES NORTH ALONG KINGS ROAD, THENCE
 FU3013'0.75 MILE NORTH ALONG A TRACK ROAD AND FENCE LINE, THENCE 1.2
 FU3013'MILES NORTHWEST ALONG A TRACK ROAD AND POLE LINE, 0.95 MILE
 FU3013'SOUTHEAST OF BENCH MARK 136 A(DWR), 19 FEET NORTHEAST OF THE
 FU3013'CENTER LINE OF THE ROAD, 5 1/2 FEET NORTHWEST OF POLE 16-64,
 FU3013'1.9 FEET NORTHWEST OF A WITNESS POST, 1/2 FOOT HIGHER THAN
 FU3013'THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FU3013'FOOT.
 FU3013
 FU3013                          STATION RECOVERY (1966)
 FU3013
 FU3013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1277 ***********************************************************************
 JT1277  DESIGNATION -  137 M
 JT1277  PID         -  JT1277
 JT1277  STATE/COUNTY-  CA/SONOMA
 JT1277  USGS QUAD   -  ANNAPOLIS (1977)
 JT1277
 JT1277                         *CURRENT SURVEY CONTROL
 JT1277  ___________________________________________________________________
 JT1277* NAD 83(1986)-  38 39 07.     (N)    123 21 53.     (W)     SCALED    
 JT1277* NAVD 88     -        51.49   (+/-2cm)     168.9    (feet)  VERTCON   
 JT1277  ___________________________________________________________________
 JT1277  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JT1277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1277
 JT1277.The horizontal coordinates were scaled from a topographic map and have
 JT1277.an estimated accuracy of +/- 6 seconds.
 JT1277
 JT1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1277.The vertical order pertains to the NGVD 29 superseded value.
 JT1277
 JT1277.The geoid height was determined by GEOID03.
 JT1277
 JT1277;                    North         East    Units  Estimated Accuracy
 JT1277;SPC CA 2     -   610,260.    1,881,210.      MT  (+/- 180 meters Scaled)
 JT1277
 JT1277                          SUPERSEDED SURVEY CONTROL
 JT1277
 JT1277  NGVD 29 (??/??/92)   50.614  (m)          166.06   (f) ADJ UNCH    2 0
 JT1277
 JT1277.Superseded values are not recommended for survey control.
 JT1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1277.See file dsdata.txt to determine how the superseded data were derived.
 JT1277
 JT1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH682782(NAD 83)
 JT1277_MARKER: DD = SURVEY DISK
 JT1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1277_SP_SET: ABUTMENT
 JT1277_STAMPING: 137 M 164 1933
 JT1277_MARK LOGO: USGS  
 JT1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1277
 JT1277  HISTORY     - Date     Condition        Report By
 JT1277  HISTORY     - 1933     MONUMENTED       USGS
 JT1277  HISTORY     - 1961     GOOD             CGS
 JT1277  HISTORY     - 1975     GOOD             USGS
 JT1277
 JT1277                          STATION DESCRIPTION
 JT1277
 JT1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JT1277'2.6 MI E FROM STEWARTS POINT.
 JT1277'2.6 MILES EAST ALONG THE SKAGGS SPRINGS ROAD FROM THE POST OFFICE
 JT1277'AT STEWARTS POINT, AT A STEEL BRIDGE OVER THE GUALALA RIVER,
 JT1277'IN THE TOP OF THE NORTHWEST ABUTMENT, 10 FEET NORTHEAST OF THE
 JT1277'CENTERLINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF THE NORTHEAST
 JT1277'END OF THE ABUTMENT, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 JT1277
 JT1277                          STATION RECOVERY (1975)
 JT1277
 JT1277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0726 ***********************************************************************
 HR0726  DESIGNATION -  137+70.91
 HR0726  PID         -  HR0726
 HR0726  STATE/COUNTY-  CA/MARIPOSA
 HR0726  USGS QUAD   -  EL CAPITAN (1992)
 HR0726
 HR0726                         *CURRENT SURVEY CONTROL
 HR0726  ___________________________________________________________________
 HR0726* NAD 83(1986)-  37 42 54.     (N)    119 41 46.     (W)     SCALED    
 HR0726* NAVD 88     -      1432.89   (+/-2cm)    4701.1    (feet)  VERTCON   
 HR0726  ___________________________________________________________________
 HR0726  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 HR0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0726
 HR0726.The horizontal coordinates were scaled from a topographic map and have
 HR0726.an estimated accuracy of +/- 6 seconds.
 HR0726
 HR0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0726.The vertical order pertains to the NGVD 29 superseded value.
 HR0726
 HR0726.The geoid height was determined by GEOID03.
 HR0726
 HR0726;                    North         East    Units  Estimated Accuracy
 HR0726;SPC CA 3     -   635,150.    2,070,870.      MT  (+/- 180 meters Scaled)
 HR0726
 HR0726                          SUPERSEDED SURVEY CONTROL
 HR0726
 HR0726  NGVD 29 (??/??/92) 1431.801  (m)         4697.50   (f) ADJ UNCH    2 0
 HR0726
 HR0726.Superseded values are not recommended for survey control.
 HR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0726.See file dsdata.txt to determine how the superseded data were derived.
 HR0726
 HR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB623776(NAD 83)
 HR0726_MARKER: DD = SURVEY DISK
 HR0726_SETTING: 80 = SET IN A BOULDER
 HR0726_SP_SET: BOULDER
 HR0726_STAMPING: 4697.01 139+70.91 1932
 HR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0726+STABILITY: SURFACE MOTION
 HR0726
 HR0726  HISTORY     - Date     Condition        Report By
 HR0726  HISTORY     - 1932     MONUMENTED       BPR
 HR0726  HISTORY     - 1943     GOOD             NGS
 HR0726
 HR0726                          STATION DESCRIPTION
 HR0726
 HR0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0726'6.7 MI SW FROM OLD VILLAGE.
 HR0726'6.7 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0726'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0726'NATIONAL PARK, ABOUT 1/4 MILE WEST OF THE WEST PORTAL OF WAWONA
 HR0726'TUNNEL, 33 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AT A
 HR0726'SMALL TURNOUT, AND IN THE TOP OF A BOULDER.  A UNITED STATES
 HR0726'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4697.01 139+70.91
 HR0726'1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1291 ***********************************************************************
 GU1291  DESIGNATION -  137.06 L
 GU1291  PID         -  GU1291
 GU1291  STATE/COUNTY-  CA/FRESNO
 GU1291  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1291
 GU1291                         *CURRENT SURVEY CONTROL
 GU1291  ___________________________________________________________________
 GU1291* NAD 83(1986)-  36 23 59.     (N)    120 16 49.     (W)     SCALED    
 GU1291* NAVD 88     -       101.69   (+/-2cm)     333.6    (feet)  VERTCON   
 GU1291  ___________________________________________________________________
 GU1291  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GU1291  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1291
 GU1291.The horizontal coordinates were scaled from a topographic map and have
 GU1291.an estimated accuracy of +/- 6 seconds.
 GU1291
 GU1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1291.The vertical order pertains to the NGVD 29 superseded value.
 GU1291
 GU1291.The geoid height was determined by GEOID03.
 GU1291
 GU1291;                    North         East    Units  Estimated Accuracy
 GU1291;SPC CA 4     -   619,090.    1,885,160.      MT  (+/- 180 meters Scaled)
 GU1291
 GU1291                          SUPERSEDED SURVEY CONTROL
 GU1291
 GU1291  NGVD 29 (??/??/92)  100.760  (m)          330.58   (f) ADJ UNCH    1 1
 GU1291
 GU1291.Superseded values are not recommended for survey control.
 GU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1291.See file dsdata.txt to determine how the superseded data were derived.
 GU1291
 GU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF439317(NAD 83)
 GU1291_MARKER: DD = SURVEY DISK
 GU1291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1291_SP_SET: WINGWALL
 GU1291_STAMPING: 137.06 L
 GU1291_MARK LOGO: BOR   
 GU1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1291+STABILITY: SURFACE MOTION
 GU1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1291+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1291
 GU1291  HISTORY     - Date     Condition        Report By
 GU1291  HISTORY     - UNK      MONUMENTED       BOR
 GU1291  HISTORY     - 1967     GOOD             NGS
 GU1291  HISTORY     - 1971     GOOD             NGS
 GU1291  HISTORY     - 19890214 GOOD             NGS
 GU1291
 GU1291                          STATION DESCRIPTION
 GU1291
 GU1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1291'50.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1291'50.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1291'DOS AMIGOS PUMP PLANT, AT THE CROSSING OF PARKHURST AVENUE,
 GU1291'14 FEET NORTH OF THE CENTER LINE OF THE AVENUE, IN THE TOP OF
 GU1291'THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF A CONCRETE
 GU1291'BRIDGE, 0.5 FOOT WEST OF THE EAST END OF THE WING WALL, AND
 GU1291'ABOUT 0.5 FOOT HIGHER THAN THE AVENUE.
 GU1291
 GU1291                          STATION RECOVERY (1971)
 GU1291
 GU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1291'RECOVERED IN GOOD CONDITION.
 GU1291
 GU1291                          STATION RECOVERY (1989)
 GU1291
 GU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1290 ***********************************************************************
 GU1290  DESIGNATION -  137.11 L
 GU1290  PID         -  GU1290
 GU1290  STATE/COUNTY-  CA/FRESNO
 GU1290  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1290
 GU1290                         *CURRENT SURVEY CONTROL
 GU1290  ___________________________________________________________________
 GU1290* NAD 83(1986)-  36 23 58.     (N)    120 16 48.     (W)     SCALED    
 GU1290* NAVD 88     -        99.749  (meters)     327.26   (feet)  ADJUSTED  
 GU1290  ___________________________________________________________________
 GU1290  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 GU1290  DYNAMIC HT  -          99.663 (meters)     326.98  (feet)  COMP
 GU1290  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 GU1290
 GU1290  VERT ORDER  -  FIRST     CLASS I
 GU1290
 GU1290.The horizontal coordinates were scaled from a topographic map and have
 GU1290.an estimated accuracy of +/- 6 seconds.
 GU1290
 GU1290.The orthometric height was determined by differential leveling
 GU1290.and adjusted in June 1991.
 GU1290
 GU1290.The geoid height was determined by GEOID03.
 GU1290
 GU1290.The dynamic height is computed by dividing the NAVD 88
 GU1290.geopotential number by the normal gravity value computed on the
 GU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1290.degrees latitude (g = 980.6199 gals.).
 GU1290
 GU1290.The modeled gravity was interpolated from observed gravity values.
 GU1290
 GU1290;                    North         East    Units  Estimated Accuracy
 GU1290;SPC CA 4     -   619,060.    1,885,190.      MT  (+/- 180 meters Scaled)
 GU1290
 GU1290                          SUPERSEDED SURVEY CONTROL
 GU1290
 GU1290  NGVD 29 (??/??/92)   98.841  (m)          324.28   (f) ADJ UNCH    1 1
 GU1290
 GU1290.Superseded values are not recommended for survey control.
 GU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1290.See file dsdata.txt to determine how the superseded data were derived.
 GU1290
 GU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF439316(NAD 83)
 GU1290_MARKER: DD = SURVEY DISK
 GU1290_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1290_SP_SET: FOUNDATION
 GU1290_STAMPING: 137.11 L 102 3575+02-49
 GU1290_MARK LOGO: BOR   
 GU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1290+STABILITY: SURFACE MOTION
 GU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1290+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1290
 GU1290  HISTORY     - Date     Condition        Report By
 GU1290  HISTORY     - UNK      MONUMENTED       BOR
 GU1290  HISTORY     - 1967     GOOD             NGS
 GU1290  HISTORY     - 1971     GOOD             NGS
 GU1290  HISTORY     - 19890214 GOOD             NGS
 GU1290
 GU1290                          STATION DESCRIPTION
 GU1290
 GU1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1290'50.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1290'50.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1290'DOS AMIGOS PUMP PLANT, 0.05 MILE SOUTHEAST OF THE CROSSING OF
 GU1290'PARKHURST AVENUE, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1290'NORTHEAST LEVEE ROAD, IN THE TOP OF THE CENTER OF THE GRATE
 GU1290'DECK OF A TURNOUT STRUCTURE, 6 FEET NORTHWEST OF THE SOUTHEAST
 GU1290'EDGE OF THE STRUCTURE, ABOUT LEVEL WITH THE LINING, AND ABOUT
 GU1290'5 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 GU1290
 GU1290                          STATION RECOVERY (1971)
 GU1290
 GU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1290'RECOVERED IN GOOD CONDITION.
 GU1290
 GU1290                          STATION RECOVERY (1989)
 GU1290
 GU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0794 ***********************************************************************
 FV0794  DESIGNATION -  1372 USGS
 FV0794  PID         -  FV0794
 FV0794  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0794  USGS QUAD   -  SANTA MARGARITA LAKE (1976)
 FV0794
 FV0794                         *CURRENT SURVEY CONTROL
 FV0794  ___________________________________________________________________
 FV0794* NAD 83(1986)-  35 18 26.     (N)    120 24 23.     (W)     SCALED    
 FV0794* NAVD 88     -       419.35   (+/-2cm)    1375.8    (feet)  VERTCON   
 FV0794  ___________________________________________________________________
 FV0794  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 FV0794  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0794
 FV0794.The horizontal coordinates were scaled from a topographic map and have
 FV0794.an estimated accuracy of +/- 6 seconds.
 FV0794
 FV0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0794.The vertical order pertains to the NGVD 29 superseded value.
 FV0794
 FV0794.The geoid height was determined by GEOID03.
 FV0794
 FV0794;                    North         East    Units  Estimated Accuracy
 FV0794;SPC CA 5     -   703,090.    1,781,180.      MT  (+/- 180 meters Scaled)
 FV0794
 FV0794                          SUPERSEDED SURVEY CONTROL
 FV0794
 FV0794  NGVD 29 (??/??/92)  418.482  (m)         1372.97   (f) ADJ UNCH    1 2
 FV0794
 FV0794.Superseded values are not recommended for survey control.
 FV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0794.See file dsdata.txt to determine how the superseded data were derived.
 FV0794
 FV0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE358102(NAD 83)
 FV0794_MARKER: DD = SURVEY DISK
 FV0794_SETTING: 80 = SET IN A BOULDER
 FV0794_SP_SET: BOULDER
 FV0794_STAMPING: 1372
 FV0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0794+STABILITY: SURFACE MOTION
 FV0794
 FV0794  HISTORY     - Date     Condition        Report By
 FV0794  HISTORY     - UNK      MONUMENTED       USGS
 FV0794  HISTORY     - 1957     GOOD             NGS
 FV0794
 FV0794                          STATION DESCRIPTION
 FV0794
 FV0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0794'2.4 MI NW FROM POZO.
 FV0794'1.6 MILES WEST ALONG SANTA MARGARITA MOUNTAIN ROAD FROM THE POZO
 FV0794'GUARD STATION AT POZO, THENCE 0.8 MILE NORTH ALONG A PAVED ROAD
 FV0794'(A FORMER ALIGNMENT OF STATE HIGHWAY 178), IN R15E T30S, NEAR THE
 FV0794'NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 18, AT THE
 FV0794'MOUTH OF A CANYON LEADING EAST, IN THE TOP OF A 3-BY 4-FOOT
 FV0794'BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 82 1/2
 FV0794'FEET EAST OF THE CENTER LINE OF THE ROAD, 50.0 FEET EAST OF A
 FV0794'FENCE, 48 FEET NORTHEAST OF THE SOUTH ONE OF THREE LARGE OAK
 FV0794'TREES, 27 FEET SOUTH OF THE APPROXIMATE CENTER OF THE CANYON,
 FV0794'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1073 ***********************************************************************
 DW1073  DESIGNATION -  1373.349 MWDSC
 DW1073  PID         -  DW1073
 DW1073  STATE/COUNTY-  CA/RIVERSIDE
 DW1073  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW1073
 DW1073                         *CURRENT SURVEY CONTROL
 DW1073  ___________________________________________________________________
 DW1073* NAD 83(1986)-  33 42 02.     (N)    115 37 03.     (W)     SCALED    
 DW1073* NAVD 88     -       419.234  (meters)    1375.44   (feet)  ADJUSTED  
 DW1073  ___________________________________________________________________
 DW1073  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW1073  DYNAMIC HT  -         418.748 (meters)    1373.84  (feet)  COMP
 DW1073  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 DW1073
 DW1073  VERT ORDER  -  FIRST     CLASS I
 DW1073
 DW1073.The horizontal coordinates were scaled from a topographic map and have
 DW1073.an estimated accuracy of +/- 6 seconds.
 DW1073
 DW1073.The orthometric height was determined by differential leveling
 DW1073.and adjusted in June 1991.
 DW1073
 DW1073.The geoid height was determined by GEOID03.
 DW1073
 DW1073.The dynamic height is computed by dividing the NAVD 88
 DW1073.geopotential number by the normal gravity value computed on the
 DW1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1073.degrees latitude (g = 980.6199 gals.).
 DW1073
 DW1073.The modeled gravity was interpolated from observed gravity values.
 DW1073
 DW1073;                    North         East    Units  Estimated Accuracy
 DW1073;SPC CA 6     -   670,290.    2,058,640.      MT  (+/- 180 meters Scaled)
 DW1073
 DW1073                          SUPERSEDED SURVEY CONTROL
 DW1073
 DW1073  NGVD 29 (??/??/92)  418.524  (m)         1373.11   (f) ADJ UNCH    1 1
 DW1073
 DW1073.Superseded values are not recommended for survey control.
 DW1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1073.See file dsdata.txt to determine how the superseded data were derived.
 DW1073
 DW1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT281298(NAD 83)
 DW1073_MARKER: DD = SURVEY DISK
 DW1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1073_SP_SET: HEAD WALL
 DW1073_STAMPING: 1373.349
 DW1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1073
 DW1073  HISTORY     - Date     Condition        Report By
 DW1073  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1073  HISTORY     - 1978     GOOD             NGS
 DW1073
 DW1073                          STATION DESCRIPTION
 DW1073
 DW1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1073'0.8 MI EAST FROM HAYFIELD.
 DW1073'0.8 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION
 DW1073'AT HAYFIELD, SET IN THE EAST HEADWALL OF A SIPHON, THE SIPHON HEADWALL
 DW1073'IS NUMBERED 123.71.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0157 ***********************************************************************
 LU0157  DESIGNATION -  1375.13
 LU0157  PID         -  LU0157
 LU0157  STATE/COUNTY-  CA/SHASTA
 LU0157  USGS QUAD   -  O'BRIEN (1990)
 LU0157
 LU0157                         *CURRENT SURVEY CONTROL
 LU0157  ___________________________________________________________________
 LU0157* NAD 83(1986)-  40 50 32.     (N)    122 19 42.     (W)     SCALED    
 LU0157* NAVD 88     -       420.087  (meters)    1378.24   (feet)  ADJUSTED  
 LU0157  ___________________________________________________________________
 LU0157  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 LU0157  DYNAMIC HT  -         419.862 (meters)    1377.50  (feet)  COMP
 LU0157  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 LU0157
 LU0157  VERT ORDER  -  FIRST     CLASS II
 LU0157
 LU0157.The horizontal coordinates were scaled from a topographic map and have
 LU0157.an estimated accuracy of +/- 6 seconds.
 LU0157
 LU0157.The orthometric height was determined by differential leveling
 LU0157.and adjusted in June 1991.
 LU0157
 LU0157.The geoid height was determined by GEOID03.
 LU0157
 LU0157.The dynamic height is computed by dividing the NAVD 88
 LU0157.geopotential number by the normal gravity value computed on the
 LU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0157.degrees latitude (g = 980.6199 gals.).
 LU0157
 LU0157.The modeled gravity was interpolated from observed gravity values.
 LU0157
 LU0157;                    North         East    Units  Estimated Accuracy
 LU0157;SPC CA 1     -   667,600.    1,972,310.      MT  (+/- 180 meters Scaled)
 LU0157
 LU0157                          SUPERSEDED SURVEY CONTROL
 LU0157
 LU0157  NGVD 29 (??/??/92)  419.272  (m)         1375.56   (f) ADJ UNCH    1 2
 LU0157
 LU0157.Superseded values are not recommended for survey control.
 LU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0157.See file dsdata.txt to determine how the superseded data were derived.
 LU0157
 LU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL566214(NAD 83)
 LU0157_MARKER: DD = SURVEY DISK
 LU0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0157_SP_SET: CULVERT
 LU0157_STAMPING: 1375.13
 LU0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0157
 LU0157  HISTORY     - Date     Condition        Report By
 LU0157  HISTORY     - UNK      MONUMENTED       CADH
 LU0157  HISTORY     - 1943     GOOD             NGS
 LU0157  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0157
 LU0157                          STATION DESCRIPTION
 LU0157
 LU0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0157'10.3 MI S FROM DELTA.
 LU0157'10.3 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0157'DELTA, SHASTA COUNTY, AT CULVERT C 138+42, IN THE NORTH END OF THE
 LU0157'WEST HEADWALL, AND 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 LU0157'A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1375.13.
 LU0157
 LU0157                          STATION RECOVERY (1988)
 LU0157
 LU0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0157'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1071 ***********************************************************************
 DW1071  DESIGNATION -  1375.914 MWDSC
 DW1071  PID         -  DW1071
 DW1071  STATE/COUNTY-  CA/RIVERSIDE
 DW1071  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW1071
 DW1071                         *CURRENT SURVEY CONTROL
 DW1071  ___________________________________________________________________
 DW1071* NAD 83(1986)-  33 41 20.     (N)    115 34 45.     (W)     SCALED    
 DW1071* NAVD 88     -       420.015  (meters)    1378.00   (feet)  ADJUSTED  
 DW1071  ___________________________________________________________________
 DW1071  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DW1071  DYNAMIC HT  -         419.525 (meters)    1376.39  (feet)  COMP
 DW1071  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 DW1071  OBS GRAVITY -     979,456.1   (mgal)                       GRAV_OBS
 DW1071
 DW1071  VERT ORDER  -  FIRST     CLASS I
 DW1071
 DW1071.The horizontal coordinates were scaled from a topographic map and have
 DW1071.an estimated accuracy of +/- 6 seconds.
 DW1071
 DW1071.The orthometric height was determined by differential leveling
 DW1071.and adjusted in June 1991.
 DW1071
 DW1071.The geoid height was determined by GEOID03.
 DW1071
 DW1071.The dynamic height is computed by dividing the NAVD 88
 DW1071.geopotential number by the normal gravity value computed on the
 DW1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1071.degrees latitude (g = 980.6199 gals.).
 DW1071
 DW1071.The modeled gravity was interpolated from observed gravity values.
 DW1071.The observed gravity was obtained from relative gravimeter ties
 DW1071.to the IGSN71 gravity network.
 DW1071
 DW1071;                    North         East    Units  Estimated Accuracy
 DW1071;SPC CA 6     -   669,020.    2,062,200.      MT  (+/- 180 meters Scaled)
 DW1071
 DW1071                          SUPERSEDED SURVEY CONTROL
 DW1071
 DW1071  NGVD 29 (??/??/92)  419.302  (m)         1375.66   (f) ADJ UNCH    1 1
 DW1071
 DW1071.Superseded values are not recommended for survey control.
 DW1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1071.See file dsdata.txt to determine how the superseded data were derived.
 DW1071
 DW1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT316285(NAD 83)
 DW1071_MARKER: DD = SURVEY DISK
 DW1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1071_SP_SET: HEAD WALL
 DW1071_STAMPING: 1375.914
 DW1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1071
 DW1071  HISTORY     - Date     Condition        Report By
 DW1071  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1071  HISTORY     - 1978     GOOD             NGS
 DW1071
 DW1071                          STATION DESCRIPTION
 DW1071
 DW1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1071'3.15 MI EAST FROM HAYFIELD.
 DW1071'3.15 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION
 DW1071'AT HAYFIELD, SET IN THE CENTER OF THE EAST HEADWALL TO A AQUEDUCT
 DW1071'SIPHON NUMBERED 121.25.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1070 ***********************************************************************
 DW1070  DESIGNATION -  1377.273 MWDSC
 DW1070  PID         -  DW1070
 DW1070  STATE/COUNTY-  CA/RIVERSIDE
 DW1070  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW1070
 DW1070                         *CURRENT SURVEY CONTROL
 DW1070  ___________________________________________________________________
 DW1070* NAD 83(1986)-  33 41 35.     (N)    115 33 31.     (W)     SCALED    
 DW1070* NAVD 88     -       420.418  (meters)    1379.32   (feet)  ADJUSTED  
 DW1070  ___________________________________________________________________
 DW1070  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW1070  DYNAMIC HT  -         419.929 (meters)    1377.72  (feet)  COMP
 DW1070  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 DW1070  OBS GRAVITY -     979,460.8   (mgal)                       GRAV_OBS
 DW1070
 DW1070  VERT ORDER  -  FIRST     CLASS I
 DW1070
 DW1070.The horizontal coordinates were scaled from a topographic map and have
 DW1070.an estimated accuracy of +/- 6 seconds.
 DW1070
 DW1070.The orthometric height was determined by differential leveling
 DW1070.and adjusted in June 1991.
 DW1070
 DW1070.The geoid height was determined by GEOID03.
 DW1070
 DW1070.The dynamic height is computed by dividing the NAVD 88
 DW1070.geopotential number by the normal gravity value computed on the
 DW1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1070.degrees latitude (g = 980.6199 gals.).
 DW1070
 DW1070.The modeled gravity was interpolated from observed gravity values.
 DW1070.The observed gravity was obtained from relative gravimeter ties
 DW1070.to the IGSN71 gravity network.
 DW1070
 DW1070;                    North         East    Units  Estimated Accuracy
 DW1070;SPC CA 6     -   669,500.    2,064,100.      MT  (+/- 180 meters Scaled)
 DW1070
 DW1070                          SUPERSEDED SURVEY CONTROL
 DW1070
 DW1070  NGVD 29 (??/??/92)  419.707  (m)         1376.99   (f) ADJ UNCH    1 1
 DW1070
 DW1070.Superseded values are not recommended for survey control.
 DW1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1070.See file dsdata.txt to determine how the superseded data were derived.
 DW1070
 DW1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT335290(NAD 83)
 DW1070_MARKER: DD = SURVEY DISK
 DW1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1070_SP_SET: HEAD WALL
 DW1070_STAMPING: 1377.273
 DW1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1070
 DW1070  HISTORY     - Date     Condition        Report By
 DW1070  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1070  HISTORY     - 1978     GOOD             NGS
 DW1070
 DW1070                          STATION DESCRIPTION
 DW1070
 DW1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1070'4.4 MI NE FROM HAYFIELD.
 DW1070'4.4 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION AT
 DW1070'HAYFIELD, SET IN THE EAST END OF A SIPHONE, IN THE CENTER OF A
 DW1070'HEADWALL TO SIPHON TUNNEL NUMBERED 120.01.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0622 ***********************************************************************
 DC0622  DESIGNATION -  1379.9 USGS
 DC0622  PID         -  DC0622
 DC0622  STATE/COUNTY-  CA/SAN DIEGO
 DC0622  USGS QUAD   -  SAN VICENTE RESERVOIR (1971)
 DC0622
 DC0622                         *CURRENT SURVEY CONTROL
 DC0622  ___________________________________________________________________
 DC0622* NAD 83(1986)-  32 58 39.     (N)    116 59 16.     (W)     SCALED    
 DC0622* NAVD 88     -       421.30   (+/-2cm)    1382.2    (feet)  VERTCON   
 DC0622  ___________________________________________________________________
 DC0622  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DC0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0622
 DC0622.The horizontal coordinates were scaled from a topographic map and have
 DC0622.an estimated accuracy of +/- 6 seconds.
 DC0622
 DC0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0622.The vertical order pertains to the NGVD 29 superseded value.
 DC0622
 DC0622.The geoid height was determined by GEOID03.
 DC0622
 DC0622;                    North         East    Units  Estimated Accuracy
 DC0622;SPC CA 6     -   590,170.    1,931,040.      MT  (+/- 180 meters Scaled)
 DC0622
 DC0622                          SUPERSEDED SURVEY CONTROL
 DC0622
 DC0622  NGVD 29 (??/??/??)  420.637  (m)         1380.04   (f) ADJUSTED    2 0
 DC0622
 DC0622.Superseded values are not recommended for survey control.
 DC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0622.See file dsdata.txt to determine how the superseded data were derived.
 DC0622
 DC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS011487(NAD 83)
 DC0622_MARKER: Q = CHISELED SQUARE
 DC0622_SETTING: 66 = SET IN ROCK OUTCROP
 DC0622_SP_SET: ROCK OUTCROP
 DC0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0622+STABILITY: POSITION/ELEVATION WELL
 DC0622
 DC0622  HISTORY     - Date     Condition        Report By
 DC0622  HISTORY     - UNK      MONUMENTED       USGS
 DC0622  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC0622
 DC0622                          STATION DESCRIPTION
 DC0622
 DC0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0622'3.2 MI SW FROM MOUNT WOODSON.
 DC0622'3.1 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE
 DC0622'AT POWAY, SAN DIEGO COUNTY, ON THE INSIDE OF A CURVE IN THE ROAD,
 DC0622'11 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND ON THE TOP
 DC0622'OF A ROCK OUTCROP PAINTED US 1379.7 BM (IN 1939).  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0035 ***********************************************************************
 KT0035  DESIGNATION -  138 B USGS
 KT0035  PID         -  KT0035
 KT0035  STATE/COUNTY-  CA/GLENN
 KT0035  USGS QUAD   -  WILLOWS (1969)
 KT0035
 KT0035                         *CURRENT SURVEY CONTROL
 KT0035  ___________________________________________________________________
 KT0035* NAD 83(1986)-  39 33 56.     (N)    122 11 36.     (W)     SCALED    
 KT0035* NAVD 88     -        42.85   (+/-2cm)     140.6    (feet)  VERTCON   
 KT0035  ___________________________________________________________________
 KT0035  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 KT0035  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0035
 KT0035.The horizontal coordinates were scaled from a topographic map and have
 KT0035.an estimated accuracy of +/- 6 seconds.
 KT0035
 KT0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0035.The vertical order pertains to the NGVD 29 superseded value.
 KT0035
 KT0035.The geoid height was determined by GEOID03.
 KT0035
 KT0035;                    North         East    Units  Estimated Accuracy
 KT0035;SPC CA 2     -   710,810.    1,983,390.      MT  (+/- 180 meters Scaled)
 KT0035
 KT0035                          SUPERSEDED SURVEY CONTROL
 KT0035
 KT0035  NGVD 29 (??/??/92)   42.109  (m)          138.15   (f) ADJ UNCH    1 2
 KT0035
 KT0035.Superseded values are not recommended for survey control.
 KT0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0035.See file dsdata.txt to determine how the superseded data were derived.
 KT0035
 KT0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ692798(NAD 83)
 KT0035_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0035_STAMPING: 138 B
 KT0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0035
 KT0035  HISTORY     - Date     Condition        Report By
 KT0035  HISTORY     - UNK      MONUMENTED       USGS
 KT0035  HISTORY     - 1949     GOOD             NGS
 KT0035
 KT0035                          STATION DESCRIPTION
 KT0035
 KT0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0035'3.2 MI N FROM WILLOWS.
 KT0035'3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 KT0035'THE STATION AT WILLOWS, GLENN COUNTY, 15 FEET SOUTHWEST OF
 KT0035'MILEPOST 153, 44 FEET NORTH OF POWER POLE 77+21, 52 FEET WEST
 KT0035'OF THE CENTERLINE OF THE TRACK, AND 28 FEET EAST OF THE
 KT0035'CENTERLINE OF U.S. HIGHWAY 99 W.  A UNITED STATES GEOLOGICAL
 KT0035'SURVEY STANDARD CAP, STAMPED 138 B AND RIVETED ON THE TOP OF A
 KT0035'3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1216 ***********************************************************************
 JT1216  DESIGNATION -  138 M
 JT1216  PID         -  JT1216
 JT1216  STATE/COUNTY-  CA/SONOMA
 JT1216  USGS QUAD   -  STEWARTS POINT (1978)
 JT1216
 JT1216                         *CURRENT SURVEY CONTROL
 JT1216  ___________________________________________________________________
 JT1216* NAD 83(1986)-  38 39 06.     (N)    123 23 58.     (W)     SCALED    
 JT1216* NAVD 88     -        34.10   (+/-2cm)     111.9    (feet)  VERTCON   
 JT1216  ___________________________________________________________________
 JT1216  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JT1216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1216
 JT1216.The horizontal coordinates were scaled from a topographic map and have
 JT1216.an estimated accuracy of +/- 6 seconds.
 JT1216
 JT1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1216.The vertical order pertains to the NGVD 29 superseded value.
 JT1216
 JT1216.The geoid height was determined by GEOID03.
 JT1216
 JT1216;                    North         East    Units  Estimated Accuracy
 JT1216;SPC CA 2     -   610,280.    1,878,190.      MT  (+/- 180 meters Scaled)
 JT1216
 JT1216                          SUPERSEDED SURVEY CONTROL
 JT1216
 JT1216  NGVD 29 (??/??/92)   33.23   (m)          109.0    (f) COMPUTED    2 0
 JT1216
 JT1216.Superseded values are not recommended for survey control.
 JT1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1216.See file dsdata.txt to determine how the superseded data were derived.
 JT1216
 JT1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH652781(NAD 83)
 JT1216_MARKER: DB = BENCH MARK DISK
 JT1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1216_SP_SET: PLATFORM
 JT1216_STAMPING: 138 M 1933 107
 JT1216_MARK LOGO: USGS  
 JT1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1216
 JT1216  HISTORY     - Date     Condition        Report By
 JT1216  HISTORY     - 1933     MONUMENTED       CGS
 JT1216  HISTORY     - 1975     GOOD             NGS
 JT1216  HISTORY     - 1987     GOOD             USPSQD
 JT1216
 JT1216                          STATION DESCRIPTION
 JT1216
 JT1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JT1216'AT STEWARTS POINT.
 JT1216'AT STEWARTS POINT, ALONG STATE HWY 1, 57 FT NW OF A ROAD JUNCTION,
 JT1216'AT THE RICHARDSON STORE, 11 FT SE OF THE SE CORNER OF THE BUILDING,
 JT1216'AND IN THE CONCRETE PLATFORM OF A GASOLINE PUMP.  A USGS STANDARD
 JT1216'DISK, STAMPED---138 M 1933 107---.
 JT1216
 JT1216                          STATION RECOVERY (1987)
 JT1216
 JT1216'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0420 ***********************************************************************
 KT0420  DESIGNATION -  138 USGS
 KT0420  PID         -  KT0420
 KT0420  STATE/COUNTY-  CA/COLUSA
 KT0420  USGS QUAD   -  WILLIAMS (1994)
 KT0420
 KT0420                         *CURRENT SURVEY CONTROL
 KT0420  ___________________________________________________________________
 KT0420* NAD 83(1986)-  39 08 57.     (N)    122 14 46.     (W)     SCALED    
 KT0420* NAVD 88     -        43.10   (+/-2cm)     141.4    (feet)  VERTCON   
 KT0420  ___________________________________________________________________
 KT0420  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 KT0420  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0420
 KT0420.The horizontal coordinates were scaled from a topographic map and have
 KT0420.an estimated accuracy of +/- 6 seconds.
 KT0420
 KT0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0420.The vertical order pertains to the NGVD 29 superseded value.
 KT0420
 KT0420.The geoid height was determined by GEOID03.
 KT0420
 KT0420;                    North         East    Units  Estimated Accuracy
 KT0420;SPC CA 2     -   664,590.    1,978,730.      MT  (+/- 180 meters Scaled)
 KT0420
 KT0420                          SUPERSEDED SURVEY CONTROL
 KT0420
 KT0420  NGVD 29 (??/??/92)   42.333  (m)          138.89   (f) ADJ UNCH    1 2
 KT0420
 KT0420.Superseded values are not recommended for survey control.
 KT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0420.See file dsdata.txt to determine how the superseded data were derived.
 KT0420
 KT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ651336(NAD 83)
 KT0420_MARKER: Q = CHISELED SQUARE
 KT0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0420_SP_SET: CULVERT
 KT0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0420
 KT0420  HISTORY     - Date     Condition        Report By
 KT0420  HISTORY     - UNK      MONUMENTED       USGS
 KT0420  HISTORY     - 1949     MARK NOT FOUND   NGS
 KT0420  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0420
 KT0420                          STATION DESCRIPTION
 KT0420
 KT0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0420'5.3 MI W FROM WILLIAMS.
 KT0420'5.3 MILES WEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA
 KT0420'COUNTY, 0.6 MILE EAST OF THE Y-JUNCTION OF A PAVED ROAD LEADING
 KT0420'WEST TO LEESBURG, IN THE SOUTH CORNER OF A ROAD INTERSECTION,
 KT0420'AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 KT0420'HEADWALL.  A CHISELED SQUARE.
 KT0420
 KT0420                          STATION RECOVERY (1967)
 KT0420
 KT0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0774 ***********************************************************************
 GU0774  DESIGNATION -  138 USGS
 GU0774  PID         -  GU0774
 GU0774  STATE/COUNTY-  CA/MADERA
 GU0774  USGS QUAD   -  POSO FARM (1984)
 GU0774
 GU0774                         *CURRENT SURVEY CONTROL
 GU0774  ___________________________________________________________________
 GU0774* NAD 83(1986)-  36 59 45.     (N)    120 26 14.     (W)     SCALED    
 GU0774* NAVD 88     -        42.52   (+/-2cm)     139.5    (feet)  VERTCON   
 GU0774  ___________________________________________________________________
 GU0774  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GU0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0774
 GU0774.The horizontal coordinates were scaled from a topographic map and have
 GU0774.an estimated accuracy of +/- 6 seconds.
 GU0774
 GU0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0774.The vertical order pertains to the NGVD 29 superseded value.
 GU0774
 GU0774.The geoid height was determined by GEOID03.
 GU0774
 GU0774;                    North         East    Units  Estimated Accuracy
 GU0774;SPC CA 3     -   555,030.    2,005,590.      MT  (+/- 180 meters Scaled)
 GU0774
 GU0774                          SUPERSEDED SURVEY CONTROL
 GU0774
 GU0774  NGVD 29 (??/??/92)   41.83   (m)          137.2    (f) COMPUTED    1 2
 GU0774
 GU0774.Superseded values are not recommended for survey control.
 GU0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0774.See file dsdata.txt to determine how the superseded data were derived.
 GU0774
 GU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF280974(NAD 83)
 GU0774_MARKER: P = PIPE CAP
 GU0774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU0774_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU0774_STAMPING: 138 1913
 GU0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0774
 GU0774  HISTORY     - Date     Condition        Report By
 GU0774  HISTORY     - 1913     MONUMENTED       USGS
 GU0774  HISTORY     - 1965     GOOD             NGS
 GU0774
 GU0774                          STATION DESCRIPTION
 GU0774
 GU0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GU0774'8.4 MI SE FROM RED TOP.
 GU0774'1.0 MILE EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT
 GU0774'RED TOP, THENCE 4.4 MILES SOUTH ALONG ROAD 4, THENCE 1.2 MILES
 GU0774'EAST ALONG AVENUE 18 1/2, THENCE 1.65 MILES SOUTH ALONG A
 GU0774'PRIVATE ASPHALT ROAD, THENCE 0.2 MILE EAST ALONG THE NORTH
 GU0774'LEVEE ROAD OF BERENDA SLOUGH, IN R14E T11S, IN THE NORTHWEST
 GU0774'CORNER OF SECTION 10, 35 FEET NORTH OF THE CENTER LINE OF THE
 GU0774'LEVEE ROAD, 56 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE,
 GU0774'55 FEET EAST OF A POINT IN LINE WITH THE POWER POLES, 45 FEET
 GU0774'SOUTHEAST OF THE SOUTH END OF A GATE, 31.4 FEET EAST OF A
 GU0774'FENCE, 1.0 FOOT NORTH OF A WITNESS POST, AND RIVETED ON THE
 GU0774'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 GU0774'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4887 ***********************************************************************
 EW4887  DESIGNATION -  138+16.21 CAHD
 EW4887  PID         -  EW4887
 EW4887  STATE/COUNTY-  CA/LOS ANGELES
 EW4887  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4887
 EW4887                         *CURRENT SURVEY CONTROL
 EW4887  ___________________________________________________________________
 EW4887* NAD 83(1986)-  34 21 01.     (N)    118 32 27.     (W)     SCALED    
 EW4887* NAVD 88     -       450.07   (+/-2cm)    1476.6    (feet)  VERTCON   
 EW4887  ___________________________________________________________________
 EW4887  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EW4887  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4887
 EW4887.The horizontal coordinates were scaled from a topographic map and have
 EW4887.an estimated accuracy of +/- 6 seconds.
 EW4887
 EW4887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4887.The vertical order pertains to the NGVD 29 superseded value.
 EW4887
 EW4887.The geoid height was determined by GEOID03.
 EW4887
 EW4887;                    North         East    Units  Estimated Accuracy
 EW4887;SPC CA 5     -   594,450.    1,950,240.      MT  (+/- 180 meters Scaled)
 EW4887
 EW4887                          SUPERSEDED SURVEY CONTROL
 EW4887
 EW4887  NGVD 29 (??/??/92)  449.227  (m)         1473.84   (f) ADJ UNCH    1 2
 EW4887
 EW4887.Superseded values are not recommended for survey control.
 EW4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4887.See file dsdata.txt to determine how the superseded data were derived.
 EW4887
 EW4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU582020(NAD 83)
 EW4887_MARKER: DD = SURVEY DISK
 EW4887_SETTING: 0 = UNSPECIFIED SETTING
 EW4887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4887
 EW4887  HISTORY     - Date     Condition        Report By
 EW4887  HISTORY     - UNK      MONUMENTED       CADH
 EW4887  HISTORY     - 1968     GOOD
 EW4887
 EW4887                          STATION DESCRIPTION
 EW4887
 EW4887'DESCRIBED 1968
 EW4887'NEAR NEWHALL.
 EW4887'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- ABOUT 2.7 MILES
 EW4887'SOUTHEASTERLY ALONG HIGHWAY FROM ITS JUNCTION WITH LYONS AVENUE,
 EW4887'1.23 MILES NORTHERLY FROM BRIDGE NO. 53-1796 OVER GOLDEN STATE
 EW4887'FREEWAY, 40 FEET NORTHERLY OF POWER POLE NO. 608825E, 22 FEET
 EW4887'WESTERLY OF EAST EDGE OF EASTERLY ROADWAY AT STATION 138+16.21.
 EW4887'SET BELOW THE GROUND SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1284 ***********************************************************************
 GU1284  DESIGNATION -  138.29 L
 GU1284  PID         -  GU1284
 GU1284  STATE/COUNTY-  CA/FRESNO
 GU1284  USGS QUAD   -  TRES PICOS FARMS (1978)
 GU1284
 GU1284                         *CURRENT SURVEY CONTROL
 GU1284  ___________________________________________________________________
 GU1284* NAD 83(1986)-  36 23 05.     (N)    120 16 11.     (W)     SCALED    
 GU1284* NAVD 88     -        99.817  (meters)     327.48   (feet)  ADJUSTED  
 GU1284  ___________________________________________________________________
 GU1284  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 GU1284  DYNAMIC HT  -          99.730 (meters)     327.20  (feet)  COMP
 GU1284  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 GU1284
 GU1284  VERT ORDER  -  FIRST     CLASS I
 GU1284
 GU1284.The horizontal coordinates were scaled from a topographic map and have
 GU1284.an estimated accuracy of +/- 6 seconds.
 GU1284
 GU1284.The orthometric height was determined by differential leveling
 GU1284.and adjusted in June 1991.
 GU1284
 GU1284.The geoid height was determined by GEOID03.
 GU1284
 GU1284.The dynamic height is computed by dividing the NAVD 88
 GU1284.geopotential number by the normal gravity value computed on the
 GU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1284.degrees latitude (g = 980.6199 gals.).
 GU1284
 GU1284.The modeled gravity was interpolated from observed gravity values.
 GU1284
 GU1284;                    North         East    Units  Estimated Accuracy
 GU1284;SPC CA 4     -   617,420.    1,886,090.      MT  (+/- 180 meters Scaled)
 GU1284
 GU1284                          SUPERSEDED SURVEY CONTROL
 GU1284
 GU1284  NGVD 29 (??/??/92)   98.928  (m)          324.57   (f) ADJ UNCH    1 1
 GU1284
 GU1284.Superseded values are not recommended for survey control.
 GU1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1284.See file dsdata.txt to determine how the superseded data were derived.
 GU1284
 GU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF449300(NAD 83)
 GU1284_MARKER: DD = SURVEY DISK
 GU1284_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1284+WITH SETTING: PAVEMENT
 GU1284_SP_SET: DECK
 GU1284_STAMPING: 138.29 L 102 LT 3639+99-65
 GU1284_MARK LOGO: BOR   
 GU1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1284+STABILITY: SURFACE MOTION
 GU1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1284+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1284
 GU1284  HISTORY     - Date     Condition        Report By
 GU1284  HISTORY     - UNK      MONUMENTED       BOR
 GU1284  HISTORY     - 1967     GOOD             NGS
 GU1284  HISTORY     - 1971     GOOD             NGS
 GU1284  HISTORY     - 19890117 GOOD             NGS
 GU1284
 GU1284                          STATION DESCRIPTION
 GU1284
 GU1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1284'51.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1284'51.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1284'DOS AMIGOS PUMP PLANT, 25 FEET SOUTHWEST OF THE CENTER LINE
 GU1284'OF THE NORTHEAST LEVEE ROAD, IN THE TOP OF THE CENTER OF THE
 GU1284'GRATE DECK OF A TURNOUT STRUCTURE, 5 FEET NORTHWEST OF THE
 GU1284'SOUTHEAST EDGE OF THE STRUCTURE, ABOUT LEVEL WITH THE TOP OF
 GU1284'THE NORTHEAST LINING, AND ABOUT 4 FEET LOWER THAN THE NORTHEAST
 GU1284'LEVEE ROAD.
 GU1284
 GU1284                          STATION RECOVERY (1971)
 GU1284
 GU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1284'RECOVERED IN GOOD CONDITION.
 GU1284
 GU1284                          STATION RECOVERY (1989)
 GU1284
 GU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4207 ***********************************************************************
 GU4207  DESIGNATION -  138.62=122
 GU4207  PID         -  GU4207
 GU4207  STATE/COUNTY-  CA/SANTA CRUZ
 GU4207  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4207
 GU4207                         *CURRENT SURVEY CONTROL
 GU4207  ___________________________________________________________________
 GU4207* NAD 83(1986)-  36 58 34.     (N)    121 44 33.     (W)     SCALED    
 GU4207* NAVD 88     -        43.231  (meters)     141.83   (feet)  ADJUSTED  
 GU4207  ___________________________________________________________________
 GU4207  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 GU4207  DYNAMIC HT  -          43.198 (meters)     141.73  (feet)  COMP
 GU4207  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 GU4207
 GU4207  VERT ORDER  -  FIRST     CLASS II
 GU4207
 GU4207.The horizontal coordinates were scaled from a topographic map and have
 GU4207.an estimated accuracy of +/- 6 seconds.
 GU4207
 GU4207.The orthometric height was determined by differential leveling
 GU4207.and adjusted in February 1993.
 GU4207
 GU4207.The geoid height was determined by GEOID03.
 GU4207
 GU4207.The dynamic height is computed by dividing the NAVD 88
 GU4207.geopotential number by the normal gravity value computed on the
 GU4207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4207.degrees latitude (g = 980.6199 gals.).
 GU4207
 GU4207.The modeled gravity was interpolated from observed gravity values.
 GU4207
 GU4207;                    North         East    Units  Estimated Accuracy
 GU4207;SPC CA 3     -   553,570.    1,889,370.      MT  (+/- 180 meters Scaled)
 GU4207
 GU4207                          SUPERSEDED SURVEY CONTROL
 GU4207
 GU4207  NGVD 29 (10/21/93)   42.397  (m)          139.10   (f) ADJUSTED    1 2
 GU4207
 GU4207.Superseded values are not recommended for survey control.
 GU4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4207.See file dsdata.txt to determine how the superseded data were derived.
 GU4207
 GU4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF119929(NAD 83)
 GU4207_MARKER: DD = SURVEY DISK
 GU4207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU4207_SP_SET: HEADWALL
 GU4207_STAMPING: C.R.4 138.62
 GU4207_MARK LOGO: CA-087
 GU4207_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4207+STABILITY: SURFACE MOTION
 GU4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4207+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4207
 GU4207  HISTORY     - Date     Condition        Report By
 GU4207  HISTORY     - UNK      MONUMENTED       CA-087
 GU4207  HISTORY     - 19900417 GOOD             NGS
 GU4207
 GU4207                          STATION DESCRIPTION
 GU4207
 GU4207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4207'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4207'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 GU4207'ALONG CASSERLY ROAD, A 2-INCH DISK 6.4 M (21.0 FT) WEST OF THE EAST
 GU4207'END OF THE SOUTH HEADWALL OF A CULVERT FOR CASSERLY CREEK, 5.4 M
 GU4207'(17.7 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT)
 GU4207'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1069 ***********************************************************************
 DW1069  DESIGNATION -  1381.922 MWDSC
 DW1069  PID         -  DW1069
 DW1069  STATE/COUNTY-  CA/RIVERSIDE
 DW1069  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW1069
 DW1069                         *CURRENT SURVEY CONTROL
 DW1069  ___________________________________________________________________
 DW1069* NAD 83(1986)-  33 42 35.     (N)    115 31 55.     (W)     SCALED    
 DW1069* NAVD 88     -       421.931  (meters)    1384.29   (feet)  ADJUSTED  
 DW1069  ___________________________________________________________________
 DW1069  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW1069  DYNAMIC HT  -         421.442 (meters)    1382.68  (feet)  COMP
 DW1069  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 DW1069  OBS GRAVITY -     979,469.0   (mgal)                       GRAV_OBS
 DW1069
 DW1069  VERT ORDER  -  FIRST     CLASS I
 DW1069
 DW1069.The horizontal coordinates were scaled from a topographic map and have
 DW1069.an estimated accuracy of +/- 6 seconds.
 DW1069
 DW1069.The orthometric height was determined by differential leveling
 DW1069.and adjusted in June 1991.
 DW1069
 DW1069.The geoid height was determined by GEOID03.
 DW1069
 DW1069.The dynamic height is computed by dividing the NAVD 88
 DW1069.geopotential number by the normal gravity value computed on the
 DW1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1069.degrees latitude (g = 980.6199 gals.).
 DW1069
 DW1069.The modeled gravity was interpolated from observed gravity values.
 DW1069.The observed gravity was obtained from relative gravimeter ties
 DW1069.to the IGSN71 gravity network.
 DW1069
 DW1069;                    North         East    Units  Estimated Accuracy
 DW1069;SPC CA 6     -   671,360.    2,066,560.      MT  (+/- 180 meters Scaled)
 DW1069
 DW1069                          SUPERSEDED SURVEY CONTROL
 DW1069
 DW1069  NGVD 29 (??/??/92)  421.221  (m)         1381.96   (f) ADJ UNCH    1 1
 DW1069
 DW1069.Superseded values are not recommended for survey control.
 DW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1069.See file dsdata.txt to determine how the superseded data were derived.
 DW1069
 DW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT360309(NAD 83)
 DW1069_MARKER: DD = SURVEY DISK
 DW1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1069_SP_SET: HEAD WALL
 DW1069_STAMPING: 1381.922
 DW1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1069
 DW1069  HISTORY     - Date     Condition        Report By
 DW1069  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1069  HISTORY     - 1978     GOOD             NGS
 DW1069
 DW1069                          STATION DESCRIPTION
 DW1069
 DW1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1069'6.2 MI EAST FROM HAYFIELD.
 DW1069'6.2 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION AT
 DW1069'HAYFIELD, IN THE CENTER OF A HEADWALL NUMBER 118.12, 0.2 MILES
 DW1069'SOUTHWEST OF A POINT WHERE THE SOUTH END OF THE WEST EAGLE MOUNTAIN
 DW1069'TUNNEL ENTERS THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1759 ***********************************************************************
 FV1759  DESIGNATION -  1381=DRESSER
 FV1759  PID         -  FV1759
 FV1759  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1759  USGS QUAD   -  CRESTON (1980)
 FV1759
 FV1759                         *CURRENT SURVEY CONTROL
 FV1759  ___________________________________________________________________
 FV1759* NAD 83(1992)-  35 34 54.66826(N)    120 34 23.00729(W)     ADJUSTED  
 FV1759* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 FV1759  ___________________________________________________________________
 FV1759  EPOCH DATE  -        1991.35
 FV1759  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FV1759  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 FV1759  HORZ ORDER  -  SECOND
 FV1759
 FV1759.The horizontal coordinates were established by classical geodetic methods
 FV1759.and adjusted by the National Geodetic Survey in June 1996.
 FV1759.The horizontal coordinates are valid at the epoch date displayed above.
 FV1759.The epoch date for horizontal control is a decimal equivalence
 FV1759.of Year/Month/Day.
 FV1759
 FV1759.The orthometric height was scaled from a topographic map.
 FV1759
 FV1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1759
 FV1759.The geoid height was determined by GEOID03.
 FV1759
 FV1759;                    North         East     Units Scale Factor Converg.
 FV1759;SPC CA 5     -   733,925.578 1,766,804.262   MT  1.00002714   -1 28 00.0
 FV1759;SPC CA 5     - 2,407,887.50  5,796,590.32   sFT  1.00002714   -1 28 00.0
 FV1759;UTM  10      - 3,940,282.296   719,904.826   MT  1.00019595   +1 24 45.8
 FV1759
 FV1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1759!SPC CA 5     -   0.99994163  x   1.00002714  =   0.99996877
 FV1759!UTM  10      -   0.99994163  x   1.00019595  =   1.00013757
 FV1759
 FV1759|---------------------------------------------------------------------|
 FV1759| PID    Reference Object                     Distance      Geod. Az  |
 FV1759|                                                           dddmmss.s |
 FV1759| DA5983 DRESSER RM 1                          4.691 METERS 11953     |
 FV1759| FV1760 CRESTON STANDARD OIL CO STACK       APPROX. 6.9 KM 1822246.7 |
 FV1759| DA5984 DRESSER RM 2                          4.721 METERS 18600     |
 FV1759| FV1773 PASO ROBLES S COS GAS HOLDER        APPROX.11.3 KM 2920714.0 |
 FV1759|---------------------------------------------------------------------|
 FV1759
 FV1759                          SUPERSEDED SURVEY CONTROL
 FV1759
 FV1759  NAD 83(1992)-  35 34 54.66858(N)    120 34 23.01145(W) AD(1991.35) 2
 FV1759  NAD 83(1986)-  35 34 54.66190(N)    120 34 23.00005(W) AD(1984.00) 2
 FV1759  NAD 27      -  35 34 54.76900(N)    120 34 19.39400(W) AD(       ) 2
 FV1759
 FV1759.Superseded values are not recommended for survey control.
 FV1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1759.See file dsdata.txt to determine how the superseded data were derived.
 FV1759
 FV1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1990540282(NAD 83)
 FV1759
 FV1759  HISTORY     - Date     Condition        Report By
 FV1759  HISTORY     - 1944     MONUMENTED       USGS
 FV1759  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FV1759  HISTORY     - 1961     SEE DESCRIPTION  AMS
 FV1759
 FV1759                          STATION DESCRIPTION
 FV1759
 FV1759'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS)
 FV1759'STATION IS LOCATED ABOUT 7.0 MILES SE OF PASO ROBLES AND ABOUT
 FV1759'0.5 MILE N OF THE PASO ROBLES-CRESTON HIGHWAY.  IT IS NEAR
 FV1759'THE CREST OF A HIGH HILL THAT HAS SCATTERED SCRUB OAK TREES
 FV1759'ON ITS N SIDE, AND ABOUT 20 FEET W OF THE HIGHEST POINT OF THE
 FV1759'HILL.
 FV1759'
 FV1759'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 FV1759'OUTCROPPING BEDROCK.
 FV1759'
 FV1759'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL
 FV1759'HOLE IN BEDROCK.  IT IS STAMPED ELEV. 1381 FT. DATUM VA 1917
 FV1759'AND IS FLUSH WITH THE GROUND.
 FV1759'
 FV1759'REFERENCE MARK 1 IS ESE OF THE STATION.  IT IS STAMPED DRESSER
 FV1759'NO 1 1944 AND IS FLUSH WITH THE GROUND.
 FV1759'
 FV1759'REFERENCE MARK 2 IS SSE OF THE STATION.  IT IS STAMPED DRESSER NO
 FV1759'2 1944 AND IS FLUSH WITH THE GROUND.
 FV1759'
 FV1759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 41 AND
 FV1759'U.S. HIGHWAY 101 NEAR THE CENTER OF THE TOWN OF PASO ROBLES,
 FV1759'GO E ON STATE HIGHWAY 41 FOR 0.4 MILE.  THEN RIGHT (S) ON THE
 FV1759'CRESTON HIGHWAY FOR 1.5 MILES, THEN LEFT (E) FOR 4.7 MILES
 FV1759'TO A FORK.  THEN LEFT FORK FOR 1.3 MILES TO A LANE ON THE
 FV1759'LEFT.  THEN LEFT (N) FOR 0.4 MILE TO WHERE THE LANE BEARS TO THE
 FV1759'LEFT.  CONTINUE AHEAD THROUGH A WIRE GATE, THEN RIGHT,
 FV1759'FOLLOWING AN E-W FENCE, FOR 0.1 MILE TO THE END OF TRUCK
 FV1759'TRAVEL.  CONTINUE E APPROXIMATELY 0.5 MILE, THEN LEFT (N) FOR
 FV1759'0.15 MILE TO THE TOP OF THE HIGHEST HILL IN THE VICINITY AND
 FV1759'THE STATION.
 FV1759'
 FV1759'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 FV1759
 FV1759                          STATION RECOVERY (1958)
 FV1759
 FV1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 FV1759'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND
 FV1759'2 HAVE BEEN DESTROYED.  BOTH REFERENCE MARKS HAD BEEN REMOVED
 FV1759'FROM THE DRILL HOLES IN THE OUTCROPPING BEDROCK.  DESCRIPTION
 FV1759'ADEQUATE AND CORRECT EXCEPT FOR THE INFORMATION NOTED ABOVE.
 FV1759
 FV1759                          STATION RECOVERY (1961)
 FV1759
 FV1759'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 (JMH)
 FV1759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2465 ***********************************************************************
 GU2465  DESIGNATION -  1386 USGS
 GU2465  PID         -  GU2465
 GU2465  STATE/COUNTY-  CA/SAN BENITO
 GU2465  USGS QUAD   -  TOPO VALLEY (1984)
 GU2465
 GU2465                         *CURRENT SURVEY CONTROL
 GU2465  ___________________________________________________________________
 GU2465* NAD 83(1986)-  36 26 49.     (N)    121 02 55.     (W)     SCALED    
 GU2465* NAVD 88     -       423.36   (+/-2cm)    1389.0    (feet)  VERTCON   
 GU2465  ___________________________________________________________________
 GU2465  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 GU2465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2465
 GU2465.The horizontal coordinates were scaled from a topographic map and have
 GU2465.an estimated accuracy of +/- 6 seconds.
 GU2465
 GU2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2465.The vertical order pertains to the NGVD 29 superseded value.
 GU2465
 GU2465.The geoid height was determined by GEOID03.
 GU2465
 GU2465;                    North         East    Units  Estimated Accuracy
 GU2465;SPC CA 4     -   625,530.    1,816,360.      MT  (+/- 180 meters Scaled)
 GU2465
 GU2465                          SUPERSEDED SURVEY CONTROL
 GU2465
 GU2465  NGVD 29 (??/??/92)  422.336  (m)         1385.61   (f) ADJ UNCH    2 0
 GU2465
 GU2465.Superseded values are not recommended for survey control.
 GU2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2465.See file dsdata.txt to determine how the superseded data were derived.
 GU2465
 GU2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF748352(NAD 83)
 GU2465_MARKER: P = PIPE CAP
 GU2465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2465_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2465_STAMPING: 1386 1917 3
 GU2465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2465
 GU2465  HISTORY     - Date     Condition        Report By
 GU2465  HISTORY     - 1917     MONUMENTED       USGS
 GU2465  HISTORY     - 1935     GOOD             NGS
 GU2465
 GU2465                          STATION DESCRIPTION
 GU2465
 GU2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GU2465'5.1 MI SE FROM SAN BENITO.
 GU2465'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM SAN BENITO, SAN
 GU2465'BENITO COUNTY, 90 FEET SOUTH OF A SMALL WOODEN BRIDGE, 21 FEET
 GU2465'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE
 GU2465'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GU2465'1386 1917 3 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3006 ***********************************************************************
 FU3006  DESIGNATION -  139 A DWR
 FU3006  PID         -  FU3006
 FU3006  STATE/COUNTY-  CA/KERN
 FU3006  USGS QUAD   -  WEST CAMP (1973)
 FU3006
 FU3006                         *CURRENT SURVEY CONTROL
 FU3006  ___________________________________________________________________
 FU3006* NAD 83(1986)-  35 46 35.     (N)    119 50 59.     (W)     SCALED    
 FU3006* NAVD 88     -        97.80   (+/-2cm)     320.9    (feet)  VERTCON   
 FU3006  ___________________________________________________________________
 FU3006  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 FU3006  VERT ORDER  -  THIRD (See Below)
 FU3006
 FU3006.The horizontal coordinates were scaled from a topographic map and have
 FU3006.an estimated accuracy of +/- 6 seconds.
 FU3006
 FU3006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3006.The vertical order pertains to the NGVD 29 superseded value.
 FU3006
 FU3006.The geoid height was determined by GEOID03.
 FU3006
 FU3006;                    North         East    Units  Estimated Accuracy
 FU3006;SPC CA 5     -   754,070.    1,832,750.      MT  (+/- 180 meters Scaled)
 FU3006
 FU3006                          SUPERSEDED SURVEY CONTROL
 FU3006
 FU3006  NGVD 29 (??/??/??)   96.89   (m)          317.9    (f) RESET       3  
 FU3006
 FU3006.Superseded values are not recommended for survey control.
 FU3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3006.See file dsdata.txt to determine how the superseded data were derived.
 FU3006
 FU3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV424628(NAD 83)
 FU3006_MARKER: DD = SURVEY DISK
 FU3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3006_STAMPING: BM 139A
 FU3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3006+STABILITY: SURFACE MOTION
 FU3006
 FU3006  HISTORY     - Date     Condition        Report By
 FU3006  HISTORY     - UNK      MONUMENTED       CADWR
 FU3006  HISTORY     - 1964     GOOD             NGS
 FU3006  HISTORY     - 1966     GOOD             NGS
 FU3006
 FU3006                          STATION DESCRIPTION
 FU3006
 FU3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3006'18.8 MI NW FROM LOST HILLS.
 FU3006'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU3006'STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG
 FU3006'TWISSELMAN ROAD, THENCE 2.25 MILES NORTH-NORTHWEST ALONG A VERY
 FU3006'DIM TRACK ROAD ACROSS COUNTRY, THENCE 1.5 MILES NORTHWEST ALONG
 FU3006'A FENCE LINE, 33 FEET EAST OF A NORTH-SOUTH TRACK ROAD, 6 FEET
 FU3006'NORTH OF THE NORTH END OF A GATE, 30 FEET NORTH OF A FENCE
 FU3006'CORNER POST, 2.9 FEET EAST OF A FENCE, 1.8 FEET EAST OF A
 FU3006'WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FU3006'0.2 FOOT.
 FU3006
 FU3006                          STATION RECOVERY (1966)
 FU3006
 FU3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3005 ***********************************************************************
 FU3005  DESIGNATION -  139 DWR
 FU3005  PID         -  FU3005
 FU3005  STATE/COUNTY-  CA/KERN
 FU3005  USGS QUAD   -  WEST CAMP (1973)
 FU3005
 FU3005                         *CURRENT SURVEY CONTROL
 FU3005  ___________________________________________________________________
 FU3005* NAD 83(1986)-  35 46 28.     (N)    119 52 03.     (W)     SCALED    
 FU3005* NAVD 88     -       102.23   (+/-2cm)     335.4    (feet)  VERTCON   
 FU3005  ___________________________________________________________________
 FU3005  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 FU3005  VERT ORDER  -  THIRD (See Below)
 FU3005
 FU3005.The horizontal coordinates were scaled from a topographic map and have
 FU3005.an estimated accuracy of +/- 6 seconds.
 FU3005
 FU3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3005.The vertical order pertains to the NGVD 29 superseded value.
 FU3005
 FU3005.The geoid height was determined by GEOID03.
 FU3005
 FU3005;                    North         East    Units  Estimated Accuracy
 FU3005;SPC CA 5     -   753,880.    1,831,140.      MT  (+/- 180 meters Scaled)
 FU3005
 FU3005                          SUPERSEDED SURVEY CONTROL
 FU3005
 FU3005  NGVD 29 (??/??/??)  101.32   (m)          332.4    (f) RESET       3  
 FU3005
 FU3005.Superseded values are not recommended for survey control.
 FU3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3005.See file dsdata.txt to determine how the superseded data were derived.
 FU3005
 FU3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV407627(NAD 83)
 FU3005_MARKER: DD = SURVEY DISK
 FU3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3005_STAMPING: BM 139 1959
 FU3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3005+STABILITY: SURFACE MOTION
 FU3005
 FU3005  HISTORY     - Date     Condition        Report By
 FU3005  HISTORY     - 1959     MONUMENTED       CADWR
 FU3005  HISTORY     - 1964     GOOD             NGS
 FU3005  HISTORY     - 1966     GOOD             NGS
 FU3005
 FU3005                          STATION DESCRIPTION
 FU3005
 FU3005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3005'21 MI NW FROM LOST HILLS.
 FU3005'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU3005'STATE HIGHWAY 46 AT LOST HILLS, THENCE 10.0 MILES WEST ALONG
 FU3005'TWISSELMAN ROAD, THENCE 3.0 MILES NORTH ALONG KING ROAD, 1.0 MILE
 FU3005'WEST ALONG A TRACK ROAD FROM BENCH MARK 139 A(DWR), AT SOUTH
 FU3005'END OF A LONG CURVE, 38 FEET EAST OF THE CENTER LINE OF THE
 FU3005'ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD EAST,
 FU3005'4 FEET SOUTH OF THE SOUTH END OF A GATE, 1.2 FEET EAST OF A
 FU3005'FENCE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU3005'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT.
 FU3005
 FU3005                          STATION RECOVERY (1966)
 FU3005
 FU3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6545 ***********************************************************************
 DH6545  DESIGNATION -  139 LAS 22.44
 DH6545  PID         -  DH6545
 DH6545  STATE/COUNTY-  CA/LASSEN
 DH6545  USGS QUAD   -  TROXEL POINT (1995)
 DH6545
 DH6545                         *CURRENT SURVEY CONTROL
 DH6545  ___________________________________________________________________
 DH6545* NAD 83(2007)-  40 38 11.03082(N)    120 39 08.03357(W)     ADJUSTED  
 DH6545* NAVD 88     -      1672.90   (meters)    5488.5    (feet)  LEVELING  
 DH6545  ___________________________________________________________________
 DH6545  EPOCH DATE  -        2007.00
 DH6545  X           -  -2,471,756.563 (meters)                     COMP
 DH6545  Y           -  -4,170,829.673 (meters)                     COMP
 DH6545  Z           -   4,132,940.202 (meters)                     COMP
 DH6545  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 DH6545  ELLIP HEIGHT-        1650.150 (meters)          (02/10/07) ADJUSTED
 DH6545  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 DH6545
 DH6545  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6545  Type    PID    Designation                      North   East  Ellip
 DH6545  -------------------------------------------------------------------
 DH6545  NETWORK DH6545 139 LAS 22.44                     1.23   1.27   2.70
 DH6545  -------------------------------------------------------------------
 DH6545  VERT ORDER  -  THIRD ?
 DH6545
 DH6545.The horizontal coordinates were established by GPS observations
 DH6545.and adjusted by the National Geodetic Survey in February 2007.
 DH6545
 DH6545.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6545.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6545.The horizontal coordinates are valid at the epoch date displayed above.
 DH6545.The epoch date for horizontal control is a decimal equivalence
 DH6545.of Year/Month/Day.
 DH6545
 DH6545.The orthometric height was determined by differential leveling.
 DH6545.The vertical network tie was performed by a horz. field party for horz.
 DH6545.obs reductions. Reset procedures were used to establish the elevation.
 DH6545
 DH6545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6545
 DH6545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6545
 DH6545.The ellipsoidal height was determined by GPS observations
 DH6545.and is referenced to NAD 83.
 DH6545
 DH6545.The geoid height was determined by GEOID03.
 DH6545
 DH6545;                    North         East     Units Scale Factor Converg.
 DH6545;SPC CA 1     -   645,565.252 2,113,999.779   MT  0.99990062   +0 52 52.6
 DH6545;SPC CA 1     - 2,117,992.00  6,935,680.94   sFT  0.99990062   +0 52 52.6
 DH6545;UTM  10      - 4,501,044.943   698,540.543   MT  1.00008522   +1 31 46.2
 DH6545
 DH6545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6545!SPC CA 1     -   0.99974121  x   0.99990062  =   0.99964186
 DH6545!UTM  10      -   0.99974121  x   1.00008522  =   0.99982641
 DH6545
 DH6545                          SUPERSEDED SURVEY CONTROL
 DH6545
 DH6545  NAD 83(1998)-  40 38 11.03029(N)    120 39 08.03348(W) AD(2004.69) B
 DH6545  ELLIP H (09/28/05) 1650.163  (m)                       GP(       ) 4 1
 DH6545
 DH6545.Superseded values are not recommended for survey control.
 DH6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6545.See file dsdata.txt to determine how the superseded data were derived.
 DH6545
 DH6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL9854101045(NAD 83)
 DH6545_MARKER: DD = SURVEY DISK
 DH6545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6545_STAMPING: 139 LAS 22.44 2004
 DH6545_MARK LOGO: CSRC  
 DH6545_PROJECTION: FLUSH
 DH6545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6545+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 DH6545_ROD/PIPE-DEPTH: 6.8  meters
 DH6545
 DH6545  HISTORY     - Date     Condition        Report By
 DH6545  HISTORY     - 20040808 MONUMENTED       CADT
 DH6545
 DH6545                          STATION DESCRIPTION
 DH6545
 DH6545'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6545'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN LASSEN COUNTY AT
 DH6545'POSTMILE 22.44 ABOUT  24 KM NORTH OF SUSANVILLE, 30 KM SOUTHWEST OF
 DH6545'RAVENDALE, AND 36 KM NORTHWEST OF  LITCHFIELD.  TO REACH THE STATION
 DH6545'FROM THE INTERSECTION OF HIGHWAY 36 AND HIGHWAY 139 IN  SUSANVILLE GO
 DH6545'NORTHERLY ON HIGHWAY 139 11.75 KM TO THE ACCESS ROAD TO THE ANTELOPE
 DH6545'RADIO STATION ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 139 10.19
 DH6545'KM TO HORSE LAKE  ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY
 DH6545'139 5.41 KM TO HIGHWAY BRIDGE 7  62 OVER WILLOW CREEK.  CONTINUE
 DH6545'NORTHERLY ON HIGHWAY 139 8.72 KM TO THE STATION ON THE  RIGHT.  THE
 DH6545'STATION IS A SURVEY DISK ENCASED IN A PVC PIPE WITH ACCESS COVER SET
 DH6545'IN  CONCRETE FLUSH WITH THE GROUND 1.5 M SOUTH OF AN ORANGE CARSONITE
 DH6545'WITNESS POST, 21 M  NORTHEAST OF THE YELLOW STRIPE OF HIGHWAY 139, AND
 DH6545'13.5 M NORTHWEST OF THE CENTER OF A  DIRT ROAD.
 DH6545'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6545'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6546 ***********************************************************************
 DH6546  DESIGNATION -  139 LAS 31.51
 DH6546  PID         -  DH6546
 DH6546  STATE/COUNTY-  CA/LASSEN
 DH6546  USGS QUAD   -  TROXEL POINT (1995)
 DH6546
 DH6546                         *CURRENT SURVEY CONTROL
 DH6546  ___________________________________________________________________
 DH6546* NAD 83(2007)-  40 44 52.08603(N)    120 42 56.68903(W)     ADJUSTED  
 DH6546* NAVD 88     -      1621.0    (meters)    5318.     (feet)  GPS OBS   
 DH6546  ___________________________________________________________________
 DH6546  EPOCH DATE  -        2007.00
 DH6546  X           -  -2,472,237.576 (meters)                     COMP
 DH6546  Y           -  -4,161,117.075 (meters)                     COMP
 DH6546  Z           -   4,142,288.945 (meters)                     COMP
 DH6546  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DH6546  ELLIP HEIGHT-        1598.304 (meters)          (02/10/07) ADJUSTED
 DH6546  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DH6546
 DH6546  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6546  Type    PID    Designation                      North   East  Ellip
 DH6546  -------------------------------------------------------------------
 DH6546  NETWORK DH6546 139 LAS 31.51                     1.41   1.33   2.86
 DH6546  -------------------------------------------------------------------
 DH6546
 DH6546.The horizontal coordinates were established by GPS observations
 DH6546.and adjusted by the National Geodetic Survey in February 2007.
 DH6546
 DH6546.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6546.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6546.The horizontal coordinates are valid at the epoch date displayed above.
 DH6546.The epoch date for horizontal control is a decimal equivalence
 DH6546.of Year/Month/Day.
 DH6546
 DH6546.The orthometric height was determined by GPS observations and a
 DH6546.high-resolution geoid model.
 DH6546
 DH6546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6546
 DH6546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6546
 DH6546.The ellipsoidal height was determined by GPS observations
 DH6546.and is referenced to NAD 83.
 DH6546
 DH6546.The geoid height was determined by GEOID03.
 DH6546
 DH6546;                    North         East     Units Scale Factor Converg.
 DH6546;SPC CA 1     -   657,853.185 2,108,446.487   MT  0.99989579   +0 50 23.1
 DH6546;SPC CA 1     - 2,158,306.66  6,917,461.52   sFT  0.99989579   +0 50 23.1
 DH6546;UTM  10      - 4,513,271.210   692,847.226   MT  1.00005777   +1 29 29.3
 DH6546
 DH6546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6546!SPC CA 1     -   0.99974935  x   0.99989579  =   0.99964516
 DH6546!UTM  10      -   0.99974935  x   1.00005777  =   0.99980710
 DH6546
 DH6546                          SUPERSEDED SURVEY CONTROL
 DH6546
 DH6546  NAD 83(1998)-  40 44 52.08551(N)    120 42 56.68922(W) AD(2004.69) B
 DH6546  ELLIP H (09/28/05) 1598.314  (m)                       GP(       ) 4 1
 DH6546
 DH6546.Superseded values are not recommended for survey control.
 DH6546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6546.See file dsdata.txt to determine how the superseded data were derived.
 DH6546
 DH6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL9284713271(NAD 83)
 DH6546_MARKER: DD = SURVEY DISK
 DH6546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6546_STAMPING: 139 LAS 31.51 2004
 DH6546_MARK LOGO: CSRC  
 DH6546_PROJECTION: FLUSH
 DH6546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6546+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 DH6546_ROD/PIPE-DEPTH: 3.6  meters
 DH6546
 DH6546  HISTORY     - Date     Condition        Report By
 DH6546  HISTORY     - 20040807 MONUMENTED       CADT
 DH6546
 DH6546                          STATION DESCRIPTION
 DH6546
 DH6546'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6546'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN LASSEN COUNTY AT
 DH6546'POSTMILE 31.51  ABOUT 11.3 KM NORTH EAST OF SPALDING TRACT, 30 KM WEST
 DH6546'NORTHWEST OF RAVENDALE, AND 37  KM NORTH OF SUSANVILLE.  TO REACH THE
 DH6546'STATION FROM THE INTERSECTION OF HIGHWAY 36 AND  HIGHWAY 139 IN
 DH6546'SUSANVILLE GO NORTHERLY ALONG HIGHWAY 139 21.93 KM TO HORSE LAKE ROAD
 DH6546'ON THE RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 139 27.63 KM TO SPAULDING
 DH6546'EAGLE LAKE ROAD  ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 139 1.1 KM TO
 DH6546'THE STATION ON THE LEFT.  THE  STATION IS A SURVEY DISK ENCASED IN A
 DH6546'PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH  WITH THE GROUND 1.2
 DH6546'M EAST OF AN ORANGE CARSONITE WITNESS POST, 1.4 M NORTH OF A WHITE
 DH6546'CARSONITE POST WITH AMBER REFLECTOR, 15.5 M NORTHWEST OF MILEPOST
 DH6546'MARKER 139 LAS 31.50,  AND 18.7 M SOUTHWEST OF THE YELLOW STRIPE OF
 DH6546'HIGHWAY 139.
 DH6546'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6546'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6547 ***********************************************************************
 DH6547  DESIGNATION -  139 LAS 45.33
 DH6547  PID         -  DH6547
 DH6547  STATE/COUNTY-  CA/LASSEN
 DH6547  USGS QUAD   -  SAID VALLEY (1993)
 DH6547
 DH6547                         *CURRENT SURVEY CONTROL
 DH6547  ___________________________________________________________________
 DH6547* NAD 83(2007)-  40 56 09.59494(N)    120 45 26.77041(W)     ADJUSTED  
 DH6547* NAVD 88     -      1658.9    (meters)    5443.     (feet)  GPS OBS   
 DH6547  ___________________________________________________________________
 DH6547  EPOCH DATE  -        2007.00
 DH6547  X           -  -2,468,287.809 (meters)                     COMP
 DH6547  Y           -  -4,147,593.647 (meters)                     COMP
 DH6547  Z           -   4,158,128.554 (meters)                     COMP
 DH6547  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DH6547  ELLIP HEIGHT-        1636.264 (meters)          (02/10/07) ADJUSTED
 DH6547  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 DH6547
 DH6547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6547  Type    PID    Designation                      North   East  Ellip
 DH6547  -------------------------------------------------------------------
 DH6547  NETWORK DH6547 139 LAS 45.33                     1.31   1.33   2.96
 DH6547  -------------------------------------------------------------------
 DH6547
 DH6547.The horizontal coordinates were established by GPS observations
 DH6547.and adjusted by the National Geodetic Survey in February 2007.
 DH6547
 DH6547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6547.The horizontal coordinates are valid at the epoch date displayed above.
 DH6547.The epoch date for horizontal control is a decimal equivalence
 DH6547.of Year/Month/Day.
 DH6547
 DH6547.The orthometric height was determined by GPS observations and a
 DH6547.high-resolution geoid model.
 DH6547
 DH6547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6547
 DH6547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6547
 DH6547.The ellipsoidal height was determined by GPS observations
 DH6547.and is referenced to NAD 83.
 DH6547
 DH6547.The geoid height was determined by GEOID03.
 DH6547
 DH6547;                    North         East     Units Scale Factor Converg.
 DH6547;SPC CA 1     -   678,697.561 2,104,630.023   MT  0.99989618   +0 48 45.0
 DH6547;SPC CA 1     - 2,226,693.58  6,904,940.33   sFT  0.99989618   +0 48 45.0
 DH6547;UTM  10      - 4,534,073.814   688,792.277   MT  1.00003870   +1 28 11.3
 DH6547
 DH6547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6547!SPC CA 1     -   0.99974340  x   0.99989618  =   0.99963961
 DH6547!UTM  10      -   0.99974340  x   1.00003870  =   0.99978209
 DH6547
 DH6547                          SUPERSEDED SURVEY CONTROL
 DH6547
 DH6547  NAD 83(1998)-  40 56 09.59423(N)    120 45 26.77054(W) AD(2004.69) B
 DH6547  ELLIP H (09/28/05) 1636.273  (m)                       GP(       ) 4 1
 DH6547
 DH6547.Superseded values are not recommended for survey control.
 DH6547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6547.See file dsdata.txt to determine how the superseded data were derived.
 DH6547
 DH6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL8879234074(NAD 83)
 DH6547_MARKER: DD = SURVEY DISK
 DH6547_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6547+WITH SETTING: INFORMATION.
 DH6547_STAMPING: 139 LAS 45.33 2004
 DH6547_MARK LOGO: CSRC  
 DH6547_PROJECTION: FLUSH
 DH6547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6547+STABILITY: SURFACE MOTION
 DH6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6547+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 DH6547_ROD/PIPE-DEPTH: 2.1  meters
 DH6547
 DH6547  HISTORY     - Date     Condition        Report By
 DH6547  HISTORY     - 20040807 MONUMENTED       CADT
 DH6547
 DH6547                          STATION DESCRIPTION
 DH6547
 DH6547'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6547'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN LASSEN COUNTY AT
 DH6547'POSTMILE 45.33  ABOUT 26 KM NORTHWEST OF TERMO, 27 KM SOUTHWEST OF
 DH6547'MADELINE, AND 58 KM NORTH OF  SUSANVILLE.  TO REACH THE STATION FROM
 DH6547'THE INTERSECTION OF TERMO GRASSHOPPER ROAD  AND HIGHWAY 139 WEST OF
 DH6547'TERMO GO NORTH ON HIGHWAY 139 3.32 KM TO THE STATION ON THE  RIGHT.
 DH6547'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET
 DH6547'IN  CONCRETE FLUSH WITH THE GROUND 1.0 M WEST OF AN ORANGE CARSONITE
 DH6547'WITNESS POST, 1.0 M  SOUTH OF A WHITE CARSONITE POST WITH AMBER
 DH6547'REFLECTOR, 3.3 M WEST OF THE EAST RIGHT OF  WAY FENCE, AND 21.0 M EAST
 DH6547'OF THE YELLOW STRIPE OF HIGHWAY 139.          THIS STATION WAS
 DH6547'OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION
 DH6547'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6548 ***********************************************************************
 DH6548  DESIGNATION -  139 LAS 60.83
 DH6548  PID         -  DH6548
 DH6548  STATE/COUNTY-  CA/LASSEN
 DH6548  USGS QUAD   -  LETTERBOX HILL (1993)
 DH6548
 DH6548                         *CURRENT SURVEY CONTROL
 DH6548  ___________________________________________________________________
 DH6548* NAD 83(2007)-  41 06 16.59958(N)    120 55 08.00441(W)     ADJUSTED  
 DH6548* NAVD 88     -      1367.6    (meters)    4487.     (feet)  GPS OBS   
 DH6548  ___________________________________________________________________
 DH6548  EPOCH DATE  -        2007.00
 DH6548  X           -  -2,473,536.209 (meters)                     COMP
 DH6548  Y           -  -4,129,887.255 (meters)                     COMP
 DH6548  Z           -   4,172,068.188 (meters)                     COMP
 DH6548  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 DH6548  ELLIP HEIGHT-        1344.712 (meters)          (02/10/07) ADJUSTED
 DH6548  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DH6548
 DH6548  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6548  Type    PID    Designation                      North   East  Ellip
 DH6548  -------------------------------------------------------------------
 DH6548  NETWORK DH6548 139 LAS 60.83                     1.22   1.23   2.55
 DH6548  -------------------------------------------------------------------
 DH6548
 DH6548.The horizontal coordinates were established by GPS observations
 DH6548.and adjusted by the National Geodetic Survey in February 2007.
 DH6548
 DH6548.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6548.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6548.The horizontal coordinates are valid at the epoch date displayed above.
 DH6548.The epoch date for horizontal control is a decimal equivalence
 DH6548.of Year/Month/Day.
 DH6548
 DH6548.The orthometric height was determined by GPS observations and a
 DH6548.high-resolution geoid model.
 DH6548
 DH6548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6548
 DH6548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6548
 DH6548.The ellipsoidal height was determined by GPS observations
 DH6548.and is referenced to NAD 83.
 DH6548
 DH6548.The geoid height was determined by GEOID03.
 DH6548
 DH6548;                    North         East     Units Scale Factor Converg.
 DH6548;SPC CA 1     -   697,239.134 2,090,804.544   MT  0.99990567   +0 42 24.9
 DH6548;SPC CA 1     - 2,287,525.39  6,859,581.24   sFT  0.99990567   +0 42 24.9
 DH6548;UTM  10      - 4,552,456.981   674,752.792   MT  0.99997586   +1 22 06.8
 DH6548
 DH6548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6548!SPC CA 1     -   0.99978912  x   0.99990567  =   0.99969481
 DH6548!UTM  10      -   0.99978912  x   0.99997586  =   0.99976498
 DH6548
 DH6548                          SUPERSEDED SURVEY CONTROL
 DH6548
 DH6548  NAD 83(1998)-  41 06 16.59874(N)    120 55 08.00411(W) AD(2004.69) B
 DH6548  ELLIP H (09/28/05) 1344.722  (m)                       GP(       ) 4 1
 DH6548
 DH6548.Superseded values are not recommended for survey control.
 DH6548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6548.See file dsdata.txt to determine how the superseded data were derived.
 DH6548
 DH6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL7475352457(NAD 83)
 DH6548_MARKER: DD = SURVEY DISK
 DH6548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6548+WITH SETTING: INFORMATION.
 DH6548_STAMPING: 139 LAS 60.83 2004
 DH6548_MARK LOGO: CSRC  
 DH6548_PROJECTION: FLUSH
 DH6548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6548+STABILITY: SURFACE MOTION
 DH6548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6548+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 DH6548_ROD/PIPE-DEPTH: 2.0  meters
 DH6548
 DH6548  HISTORY     - Date     Condition        Report By
 DH6548  HISTORY     - 20040807 MONUMENTED       CADT
 DH6548
 DH6548                          STATION DESCRIPTION
 DH6548
 DH6548'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6548'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN LASSEN COUNTY AT
 DH6548'POSTMILE 60.83  ABOUT 10.5 KM SOUTH SOUTHEAST OF ADIN, 19 KM EAST OF
 DH6548'BIEBER, AND 37 KM SOUTHWEST OF  LIKELY.  TO REACH THE STATION FROM THE
 DH6548'INTERSECTION OF HIGHWAY 299 AND HIGHWAY 139 IN  ADIN GO SOUTHERLY ON
 DH6548'HIGHWAY 139 9.71 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH6548'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6548'FLUSH WITH THE  GROUND 1.0 M NORTH OF A WHITE CARSONITE POST WITH
 DH6548'AMBER REFLECTOR, 1.3 M EAST OF AN   ORANGE CARSONITE WITNESS POST, 1.3
 DH6548'M EAST OF THE WEST RIGHT OF WAY FENCE, AND 14 M WEST  OF THE YELLOW
 DH6548'STRIPE OF HIGHWAY 139.
 DH6548' 
 DH6548'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6548'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6549 ***********************************************************************
 DH6549  DESIGNATION -  139 LAS 8.42
 DH6549  PID         -  DH6549
 DH6549  STATE/COUNTY-  CA/LASSEN
 DH6549  USGS QUAD   -  JOHNSTONVILLE (1988)
 DH6549
 DH6549                         *CURRENT SURVEY CONTROL
 DH6549  ___________________________________________________________________
 DH6549* NAD 83(2007)-  40 28 27.70776(N)    120 33 26.66697(W)     ADJUSTED  
 DH6549* NAVD 88     -      1628.4    (meters)    5343.     (feet)  GPS OBS   
 DH6549  ___________________________________________________________________
 DH6549  EPOCH DATE  -        2007.00
 DH6549  X           -  -2,470,782.423 (meters)                     COMP
 DH6549  Y           -  -4,184,962.085 (meters)                     COMP
 DH6549  Z           -   4,119,236.821 (meters)                     COMP
 DH6549  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DH6549  ELLIP HEIGHT-        1605.394 (meters)          (02/10/07) ADJUSTED
 DH6549  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DH6549
 DH6549  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6549  Type    PID    Designation                      North   East  Ellip
 DH6549  -------------------------------------------------------------------
 DH6549  NETWORK DH6549 139 LAS 8.42                      1.16   1.08   2.37
 DH6549  -------------------------------------------------------------------
 DH6549
 DH6549.The horizontal coordinates were established by GPS observations
 DH6549.and adjusted by the National Geodetic Survey in February 2007.
 DH6549
 DH6549.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6549.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6549.The horizontal coordinates are valid at the epoch date displayed above.
 DH6549.The epoch date for horizontal control is a decimal equivalence
 DH6549.of Year/Month/Day.
 DH6549
 DH6549.The orthometric height was determined by GPS observations and a
 DH6549.high-resolution geoid model.
 DH6549
 DH6549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6549
 DH6549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6549
 DH6549.The ellipsoidal height was determined by GPS observations
 DH6549.and is referenced to NAD 83.
 DH6549
 DH6549.The geoid height was determined by GEOID03.
 DH6549
 DH6549;                    North         East     Units Scale Factor Converg.
 DH6549;SPC CA 1     -   627,703.936 2,122,315.875   MT  0.99991434   +0 56 35.8
 DH6549;SPC CA 1     - 2,059,392.00  6,962,964.67   sFT  0.99991434   +0 56 35.8
 DH6549;UTM  10      - 4,483,274.907   707,059.043   MT  1.00012777   +1 35 09.8
 DH6549
 DH6549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6549!SPC CA 1     -   0.99974823  x   0.99991434  =   0.99966259
 DH6549!UTM  10      -   0.99974823  x   1.00012777  =   0.99987596
 DH6549
 DH6549                          SUPERSEDED SURVEY CONTROL
 DH6549
 DH6549  NAD 83(1998)-  40 28 27.70724(N)    120 33 26.66659(W) AD(2004.69) B
 DH6549  ELLIP H (09/28/05) 1605.406  (m)                       GP(       ) 4 1
 DH6549
 DH6549.Superseded values are not recommended for survey control.
 DH6549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6549.See file dsdata.txt to determine how the superseded data were derived.
 DH6549
 DH6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK0705983275(NAD 83)
 DH6549_MARKER: DD = SURVEY DISK
 DH6549_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6549+WITH SETTING: INFORMATION.
 DH6549_STAMPING: 139 LAS 8.42 2004
 DH6549_MARK LOGO: CSRC  
 DH6549_PROJECTION: FLUSH
 DH6549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6549+STABILITY: SURFACE MOTION
 DH6549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6549+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 DH6549_ROD/PIPE-DEPTH: 1.0  meters
 DH6549
 DH6549  HISTORY     - Date     Condition        Report By
 DH6549  HISTORY     - 20040808 MONUMENTED       CADT
 DH6549
 DH6549                          STATION DESCRIPTION
 DH6549
 DH6549'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6549'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN LASSEN COUNTY AT
 DH6549'POSTMILE 8.42 ABOUT  10.7 KM NORTHEAST OF SUSANVILLE, 10.4 KM NORTH
 DH6549'NORTHEAST OF JOHNSTONVILLE, AND 17.7 KM  NORTHWEST OF LITCHFIELD.  TO
 DH6549'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 36 AND  HIGHWAY 139
 DH6549'IN SUSANVILLE GO NORTHERLY ON HIGHWAY 139 2.29 KM TO THE ENTRANCE TO
 DH6549'LASSEN COLLEGE.  CONTINUE NORTHERLY ON HIGHWAY 139 9.46 KM TO THE
 DH6549'ACCESS ROAD TO THE  ANTELOPE RADIO STATION ON THE RIGHT.  CONTINUE
 DH6549'NORTERLY ON HIGHWAY 139 1.76 KM TO THE  STATION ON THE LEFT.  THE
 DH6549'STATION IS A SURVEY DISK ENCASED IN A PVC PIPE WITH ACCESS COVER  SET
 DH6549'IN CONCRETE FLUSH WITH THE GROUND 1.0 M SOUTHEAST OF AN ORANGE
 DH6549'CARSONITE WITNESS  POST, 1.1 M SOUTHEAST OF THE NORTHWEST RIGHT OF WAY
 DH6549'FENCE, 17.0 M NORTHWEST OF THE  YELLOW STRIPE OF HIGHWAY 139, AND 126
 DH6549'M WEST OF AN ADOPT A HIGHWAY SIGN.
 DH6549'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6549'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1219 ***********************************************************************
 JT1219  DESIGNATION -  139 M
 JT1219  PID         -  JT1219
 JT1219  STATE/COUNTY-  CA/SONOMA
 JT1219  USGS QUAD   -  STEWARTS POINT (1978)
 JT1219
 JT1219                         *CURRENT SURVEY CONTROL
 JT1219  ___________________________________________________________________
 JT1219* NAD 83(1986)-  38 37 58.     (N)    123 23 14.     (W)     SCALED    
 JT1219* NAVD 88     -        33.11   (+/-2cm)     108.6    (feet)  VERTCON   
 JT1219  ___________________________________________________________________
 JT1219  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JT1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1219
 JT1219.The horizontal coordinates were scaled from a topographic map and have
 JT1219.an estimated accuracy of +/- 6 seconds.
 JT1219
 JT1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1219.The vertical order pertains to the NGVD 29 superseded value.
 JT1219
 JT1219.The geoid height was determined by GEOID03.
 JT1219
 JT1219;                    North         East    Units  Estimated Accuracy
 JT1219;SPC CA 2     -   608,170.    1,879,220.      MT  (+/- 180 meters Scaled)
 JT1219
 JT1219                          SUPERSEDED SURVEY CONTROL
 JT1219
 JT1219  NGVD 29 (??/??/92)   32.25   (m)          105.8    (f) COMPUTED    2 0
 JT1219
 JT1219.Superseded values are not recommended for survey control.
 JT1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1219.See file dsdata.txt to determine how the superseded data were derived.
 JT1219
 JT1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH662760(NAD 83)
 JT1219_MARKER: DB = BENCH MARK DISK
 JT1219_SETTING: 66 = SET IN ROCK OUTCROP
 JT1219_SP_SET: BEDROCK
 JT1219_STAMPING: 104 139 M 1933
 JT1219_MARK LOGO: USGS  
 JT1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT1219+STABILITY: POSITION/ELEVATION WELL
 JT1219
 JT1219  HISTORY     - Date     Condition        Report By
 JT1219  HISTORY     - 1933     MONUMENTED       USGS
 JT1219  HISTORY     - 1961     GOOD             CGS
 JT1219  HISTORY     - 1975     MARK NOT FOUND   USGS
 JT1219
 JT1219                          STATION DESCRIPTION
 JT1219
 JT1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JT1219'1.6 MI SE FROM STEWARTS POINT.
 JT1219'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JT1219'STEWARTS POINT, 44.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JT1219'37.0 FEET SOUTHEAST OF TELEPHONE POLE 1302, 6.6 FEET SOUTHWEST OF
 JT1219'A WOODEN WITNESS POST, 6.0 FEET NORTHEAST OF A FENCE LINE, ABOUT
 JT1219'6 FEET LOWER THAN THE HIGHWAY, AND CEMENTED IN A DRILL HOLE IN
 JT1219'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 JT1219
 JT1219                          STATION RECOVERY (1975)
 JT1219
 JT1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6084 ***********************************************************************
 DH6084  DESIGNATION -  139 MOD 14.75
 DH6084  PID         -  DH6084
 DH6084  STATE/COUNTY-  CA/MODOC
 DH6084  USGS QUAD   -  KNOBCONE BUTTE (1993)
 DH6084
 DH6084                         *CURRENT SURVEY CONTROL
 DH6084  ___________________________________________________________________
 DH6084* NAD 83(2007)-  41 31 29.74172(N)    121 06 31.69186(W)     ADJUSTED  
 DH6084* NAVD 88     -      1456.54   (meters)    4778.7    (feet)  LEVELING  
 DH6084  ___________________________________________________________________
 DH6084  EPOCH DATE  -        2007.00
 DH6084  X           -  -2,471,320.002 (meters)                     COMP
 DH6084  Y           -  -4,095,331.184 (meters)                     COMP
 DH6084  Z           -   4,207,195.959 (meters)                     COMP
 DH6084  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 DH6084  ELLIP HEIGHT-        1433.783 (meters)          (02/10/07) ADJUSTED
 DH6084  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DH6084
 DH6084  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6084  Type    PID    Designation                      North   East  Ellip
 DH6084  -------------------------------------------------------------------
 DH6084  NETWORK DH6084 139 MOD 14.75                     1.59   1.74   3.43
 DH6084  -------------------------------------------------------------------
 DH6084  VERT ORDER  -  THIRD ?
 DH6084
 DH6084.The horizontal coordinates were established by GPS observations
 DH6084.and adjusted by the National Geodetic Survey in February 2007.
 DH6084
 DH6084.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6084.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6084.The horizontal coordinates are valid at the epoch date displayed above.
 DH6084.The epoch date for horizontal control is a decimal equivalence
 DH6084.of Year/Month/Day.
 DH6084
 DH6084.The orthometric height was determined by differential leveling.
 DH6084.The vertical network tie was performed by a horz. field party for horz.
 DH6084.obs reductions. Reset procedures were used to establish the elevation.
 DH6084
 DH6084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6084
 DH6084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6084
 DH6084.The ellipsoidal height was determined by GPS observations
 DH6084.and is referenced to NAD 83.
 DH6084
 DH6084.The geoid height was determined by GEOID03.
 DH6084
 DH6084;                    North         East     Units Scale Factor Converg.
 DH6084;SPC CA 1     -   743,734.452 2,074,379.238   MT  0.99996709   +0 34 57.9
 DH6084;SPC CA 1     - 2,440,068.78  6,805,692.55   sFT  0.99996709   +0 34 57.9
 DH6084;UTM  10      - 4,598,758.450   657,787.495   MT  0.99990639   +1 15 14.5
 DH6084
 DH6084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6084!SPC CA 1     -   0.99977516  x   0.99996709  =   0.99974226
 DH6084!UTM  10      -   0.99977516  x   0.99990639  =   0.99968157
 DH6084
 DH6084                          SUPERSEDED SURVEY CONTROL
 DH6084
 DH6084  NAD 83(1998)-  41 31 29.74129(N)    121 06 31.69267(W) AD(2004.69) A
 DH6084  ELLIP H (09/13/05) 1433.805  (m)                       GP(2004.69) 4 1
 DH6084
 DH6084.Superseded values are not recommended for survey control.
 DH6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6084.See file dsdata.txt to determine how the superseded data were derived.
 DH6084
 DH6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL5778798758(NAD 83)
 DH6084_MARKER: DD = SURVEY DISK
 DH6084_SETTING: 66 = SET IN ROCK OUTCROP
 DH6084_STAMPING: 139 MOD 14.75
 DH6084_MARK LOGO: CSRC  
 DH6084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6084+STABILITY: POSITION/ELEVATION WELL
 DH6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6084+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6084
 DH6084  HISTORY     - Date     Condition        Report By
 DH6084  HISTORY     - 20040802 MONUMENTED       CADT
 DH6084  HISTORY     - 20041005 GOOD             CADT
 DH6084
 DH6084                          STATION DESCRIPTION
 DH6084
 DH6084'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6084'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN MODOC COUNTY AT
 DH6084'POSTMILE 14.75  ABOUT 22 KM NORTHWEST OF CANBY, 35 KM NORTH NORTHEAST
 DH6084'OF LOOKOUT,  AND 45 KM  SOUTHEAST OF NEWELL.  TO REACH THE STATION
 DH6084'FROM THE INTERSECTION OF HIGHWAY 299 AND  HIGHWAY 139 JUST WEST OF
 DH6084'CANBY GO NORTHERLY ON HIGHWAY 139 7.79 KM TO HOWARDS GULCH  ROAD ON
 DH6084'THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 139 8.84 KM TO BOLES ROAD ON
 DH6084'THE  RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 139 5.96 KM TO THE STATION
 DH6084'ON THE LEFT.   THE  STATION IS A SURVEY DISK EPOXIED TO A ROCK OUTCROP
 DH6084'1.5 M WEST OF AN ORANGE CARSONITE  WITNESS POST, 1.6 M NORTHEAST OF A
 DH6084'WHITE CARSONITE POST WITH AMBER REFLECTOR, 16.5 M  NORTH OF A RIGHTOF
 DH6084'WAY MONUMENT IN THE WEST RIGHT OF WAY FENCE, 34 M WESTERLY OF THE
 DH6084'REMAINS OF A TELEPHONE POLE IN A MOUND OF STONE, 58.5 M SOUTH OF THE
 DH6084'YELLOW STRIPE OF  HIGHWAY 139, AND 66 M SOUTHEAST OF A 610 MM CULVERT.
 DH6084'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6084'HEIGHT  MODERNIZATION PROJECT.
 DH6084
 DH6084                          STATION RECOVERY (2004)
 DH6084
 DH6084'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6084'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS A PART OF
 DH6084'THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6550 ***********************************************************************
 DH6550  DESIGNATION -  139 MOD 22.58
 DH6550  PID         -  DH6550
 DH6550  STATE/COUNTY-  CA/MODOC
 DH6550  USGS QUAD   -  SPAULDING BUTTE (1993)
 DH6550
 DH6550                         *CURRENT SURVEY CONTROL
 DH6550  ___________________________________________________________________
 DH6550* NAD 83(2007)-  41 36 13.29884(N)    121 12 23.25808(W)     ADJUSTED  
 DH6550* NAVD 88     -      1366.9    (meters)    4485.     (feet)  GPS OBS   
 DH6550  ___________________________________________________________________
 DH6550  EPOCH DATE  -        2007.00
 DH6550  X           -  -2,475,254.019 (meters)                     COMP
 DH6550  Y           -  -4,086,090.298 (meters)                     COMP
 DH6550  Z           -   4,213,683.302 (meters)                     COMP
 DH6550  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DH6550  ELLIP HEIGHT-        1344.061 (meters)          (02/10/07) ADJUSTED
 DH6550  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DH6550
 DH6550  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6550  Type    PID    Designation                      North   East  Ellip
 DH6550  -------------------------------------------------------------------
 DH6550  NETWORK DH6550 139 MOD 22.58                     1.96   1.82   3.82
 DH6550  -------------------------------------------------------------------
 DH6550
 DH6550.The horizontal coordinates were established by GPS observations
 DH6550.and adjusted by the National Geodetic Survey in February 2007.
 DH6550
 DH6550.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6550.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6550.The horizontal coordinates are valid at the epoch date displayed above.
 DH6550.The epoch date for horizontal control is a decimal equivalence
 DH6550.of Year/Month/Day.
 DH6550
 DH6550.The orthometric height was determined by GPS observations and a
 DH6550.high-resolution geoid model.
 DH6550
 DH6550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6550
 DH6550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6550
 DH6550.The ellipsoidal height was determined by GPS observations
 DH6550.and is referenced to NAD 83.
 DH6550
 DH6550.The geoid height was determined by GEOID03.
 DH6550
 DH6550;                    North         East     Units Scale Factor Converg.
 DH6550;SPC CA 1     -   752,403.644 2,066,149.780   MT  0.99998462   +0 31 08.0
 DH6550;SPC CA 1     - 2,468,510.96  6,778,693.07   sFT  0.99998462   +0 31 08.0
 DH6550;UTM  10      - 4,607,329.833   649,457.674   MT  0.99987489   +1 11 27.9
 DH6550
 DH6550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6550!SPC CA 1     -   0.99978923  x   0.99998462  =   0.99977385
 DH6550!UTM  10      -   0.99978923  x   0.99987489  =   0.99966415
 DH6550
 DH6550                          SUPERSEDED SURVEY CONTROL
 DH6550
 DH6550  NAD 83(1998)-  41 36 13.29871(N)    121 12 23.25875(W) AD(2004.69) B
 DH6550  ELLIP H (09/28/05) 1344.081  (m)                       GP(       ) 4 1
 DH6550
 DH6550.Superseded values are not recommended for survey control.
 DH6550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6550.See file dsdata.txt to determine how the superseded data were derived.
 DH6550
 DH6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM4945807330(NAD 83)
 DH6550_MARKER: DD = SURVEY DISK
 DH6550_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6550+WITH SETTING: INFORMATION.
 DH6550_STAMPING: 139 MOD 22.58 2004
 DH6550_MARK LOGO: CSRC  
 DH6550_PROJECTION: FLUSH
 DH6550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6550+STABILITY: SURFACE MOTION
 DH6550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6550+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 DH6550_ROD/PIPE-DEPTH: 1.2  meters
 DH6550
 DH6550  HISTORY     - Date     Condition        Report By
 DH6550  HISTORY     - 20040807 MONUMENTED       CADT
 DH6550
 DH6550                          STATION DESCRIPTION
 DH6550
 DH6550'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6550'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN MODOC COUNTY AT
 DH6550'POSTMILE 22.58 ABOUT  33 KM NORTHWEST OF CANBY, 34 KM SOUTHEAST OF
 DH6550'NEWELL,  AND 57 KM WEST NORTHWEST OF  ALTURAS.  TO REACH THE STATION
 DH6550'FROM THE INTERSECTION OF HIGHWAY 299 AND HIGHWAY 139  JUST WEST OF
 DH6550'CANBY GO NORTHERLY ON HIGHWAY 139 7.79 KM TO HOWARDS GULCH ROAD ON THE
 DH6550'LEFT.  CONTINUE NORTHERLY ON HIGHWAY 139 8.84 KM TO BOLES ROAD ON THE
 DH6550'RIGHT.  CONTINUE  NORTHERLY ON HIGHWAY 139 10.16 KM TO LOOKOUT ROAD
 DH6550'(MODOC COUNTY ROAD 91) ON THE LEFT.   CONTINUE NORTHERLY ON HIGHWAY
 DH6550'139 8.42 KM TO THE STATION ON THE RIGHT.  THE STATION IS A  SURVEY
 DH6550'DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH
 DH6550'THE  GROUND 8.5 M EAST OF THE YELLOW STRIPE OF HIGHWAY 139, 10 M WEST
 DH6550'OF AN ORANGE CARSONITE  WITNESS POST, 1.0 M SOUTH OF A WHITE CARSONITE
 DH6550'POST WITH AMBER REFLECTOR.                            THIS STATION WAS
 DH6550'OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION
 DH6550'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6551 ***********************************************************************
 DH6551  DESIGNATION -  139 MOD 4.70
 DH6551  PID         -  DH6551
 DH6551  STATE/COUNTY-  CA/MODOC
 DH6551  USGS QUAD   -  WASHINGTON MOUNTAIN (1993)
 DH6551
 DH6551                         *CURRENT SURVEY CONTROL
 DH6551  ___________________________________________________________________
 DH6551* NAD 83(2007)-  41 28 31.12302(N)    120 56 47.98407(W)     ADJUSTED  
 DH6551* NAVD 88     -      1380.3    (meters)    4529.     (feet)  GPS OBS   
 DH6551  ___________________________________________________________________
 DH6551  EPOCH DATE  -        2007.00
 DH6551  X           -  -2,461,569.556 (meters)                     COMP
 DH6551  Y           -  -4,105,391.757 (meters)                     COMP
 DH6551  Z           -   4,203,017.438 (meters)                     COMP
 DH6551  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DH6551  ELLIP HEIGHT-        1357.640 (meters)          (02/10/07) ADJUSTED
 DH6551  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DH6551
 DH6551  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6551  Type    PID    Designation                      North   East  Ellip
 DH6551  -------------------------------------------------------------------
 DH6551  NETWORK DH6551 139 MOD 4.70                      1.45   1.47   3.14
 DH6551  -------------------------------------------------------------------
 DH6551
 DH6551.The horizontal coordinates were established by GPS observations
 DH6551.and adjusted by the National Geodetic Survey in February 2007.
 DH6551
 DH6551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6551.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6551.The horizontal coordinates are valid at the epoch date displayed above.
 DH6551.The epoch date for horizontal control is a decimal equivalence
 DH6551.of Year/Month/Day.
 DH6551
 DH6551.The orthometric height was determined by GPS observations and a
 DH6551.high-resolution geoid model.
 DH6551
 DH6551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6551
 DH6551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6551
 DH6551.The ellipsoidal height was determined by GPS observations
 DH6551.and is referenced to NAD 83.
 DH6551
 DH6551.The geoid height was determined by GEOID03.
 DH6551
 DH6551;                    North         East     Units Scale Factor Converg.
 DH6551;SPC CA 1     -   738,374.648 2,087,977.160   MT  0.99995702   +0 41 19.5
 DH6551;SPC CA 1     - 2,422,484.16  6,850,305.07   sFT  0.99995702   +0 41 19.5
 DH6551;UTM  10      - 4,593,558.500   671,446.903   MT  0.99996175   +1 21 36.9
 DH6551
 DH6551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6551!SPC CA 1     -   0.99978710  x   0.99995702  =   0.99974413
 DH6551!UTM  10      -   0.99978710  x   0.99996175  =   0.99974886
 DH6551
 DH6551                          SUPERSEDED SURVEY CONTROL
 DH6551
 DH6551  NAD 83(1998)-  41 28 31.12234(N)    120 56 47.98489(W) AD(2004.69) B
 DH6551  ELLIP H (09/28/05) 1357.660  (m)                       GP(       ) 4 1
 DH6551
 DH6551.Superseded values are not recommended for survey control.
 DH6551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6551.See file dsdata.txt to determine how the superseded data were derived.
 DH6551
 DH6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL7144793559(NAD 83)
 DH6551_MARKER: DD = SURVEY DISK
 DH6551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6551_STAMPING: 139 MOD 4.70 2004
 DH6551_MARK LOGO: CSRC  
 DH6551_PROJECTION: FLUSH
 DH6551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6551+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 DH6551_ROD/PIPE-DEPTH: 5.2  meters
 DH6551
 DH6551  HISTORY     - Date     Condition        Report By
 DH6551  HISTORY     - 20040807 MONUMENTED       CADT
 DH6551
 DH6551                          STATION DESCRIPTION
 DH6551
 DH6551'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6551'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN MODOC COUNTY AT
 DH6551'POSTMILE 4.70  ABOUT 7 KM NORTHWEST OF CANBY, 30 KM NORTH OF ADIN, AND
 DH6551'34 KM WEST OF ALTURAS.  TO  REACH THE STATION FROM THE INTERSECTION OF
 DH6551'HIGHWAY 299 AND 139 JUST WEST OF CANBY GO  NORTH ON HIGHWAY 139 7.2 KM
 DH6551'TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK  ENCASED IN
 DH6551'PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 1.0 M
 DH6551'EAST  OF AN ORANGE CARSONITE WITNESS POST, 1.0 M SOUTH OF A WHITE
 DH6551'CARSONITE POST WITH AMBER  REFLECTOR, 9.7 M EAST OF A CREEK, 13 M WEST
 DH6551'OF THE YELLOW STRIPE OF HIGHWAY 139.                          THIS
 DH6551'STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT
 DH6551'MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6552 ***********************************************************************
 DH6552  DESIGNATION -  139 MOD 46.82
 DH6552  PID         -  DH6552
 DH6552  STATE/COUNTY-  CA/MODOC
 DH6552  USGS QUAD   -  TULELAKE (1988)
 DH6552
 DH6552                         *CURRENT SURVEY CONTROL
 DH6552  ___________________________________________________________________
 DH6552* NAD 83(2007)-  41 54 11.59183(N)    121 24 13.50342(W)     ADJUSTED  
 DH6552* NAVD 88     -      1231.67   (meters)    4040.9    (feet)  LEVELING  
 DH6552  ___________________________________________________________________
 DH6552  EPOCH DATE  -        2007.00
 DH6552  X           -  -2,477,710.628 (meters)                     COMP
 DH6552  Y           -  -4,058,544.131 (meters)                     COMP
 DH6552  Z           -   4,238,416.518 (meters)                     COMP
 DH6552  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 DH6552  ELLIP HEIGHT-        1208.689 (meters)          (02/10/07) ADJUSTED
 DH6552  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DH6552
 DH6552  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6552  Type    PID    Designation                      North   East  Ellip
 DH6552  -------------------------------------------------------------------
 DH6552  NETWORK DH6552 139 MOD 46.82                     2.35   2.29   4.41
 DH6552  -------------------------------------------------------------------
 DH6552  VERT ORDER  -  THIRD ?
 DH6552
 DH6552.The horizontal coordinates were established by GPS observations
 DH6552.and adjusted by the National Geodetic Survey in February 2007.
 DH6552
 DH6552.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6552.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6552.The horizontal coordinates are valid at the epoch date displayed above.
 DH6552.The epoch date for horizontal control is a decimal equivalence
 DH6552.of Year/Month/Day.
 DH6552
 DH6552.The orthometric height was determined by differential leveling.
 DH6552.The vertical network tie was performed by a horz. field party for horz.
 DH6552.obs reductions. Reset procedures were used to establish the elevation.
 DH6552
 DH6552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6552
 DH6552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6552
 DH6552.The ellipsoidal height was determined by GPS observations
 DH6552.and is referenced to NAD 83.
 DH6552
 DH6552.The geoid height was determined by GEOID03.
 DH6552
 DH6552;                    North         East     Units Scale Factor Converg.
 DH6552;SPC CA 1     -   785,541.143 2,049,477.487   MT  1.00006870   +0 23 23.6
 DH6552;SPC CA 1     - 2,577,229.57  6,723,994.06   sFT  1.00006870   +0 23 23.6
 DH6552;UTM  10      - 4,640,262.876   632,399.555   MT  0.99981571   +1 03 58.5
 DH6552
 DH6552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6552!SPC CA 1     -   0.99981046  x   1.00006870  =   0.99987915
 DH6552!UTM  10      -   0.99981046  x   0.99981571  =   0.99962621
 DH6552
 DH6552                          SUPERSEDED SURVEY CONTROL
 DH6552
 DH6552  NAD 83(1998)-  41 54 11.59157(N)    121 24 13.50414(W) AD(2004.69) B
 DH6552  ELLIP H (09/28/05) 1208.707  (m)                       GP(       ) 4 1
 DH6552
 DH6552.Superseded values are not recommended for survey control.
 DH6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6552.See file dsdata.txt to determine how the superseded data were derived.
 DH6552
 DH6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM3240040263(NAD 83)
 DH6552_MARKER: DD = SURVEY DISK
 DH6552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH6552_SP_SET: BOX CULVERT HEADWALL
 DH6552_STAMPING: 139 MOD 46.82 2004
 DH6552_MARK LOGO: CSRC  
 DH6552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6552+STABILITY: SURFACE MOTION
 DH6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6552+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 DH6552
 DH6552  HISTORY     - Date     Condition        Report By
 DH6552  HISTORY     - 20040929 MONUMENTED       CADT
 DH6552
 DH6552                          STATION DESCRIPTION
 DH6552
 DH6552'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6552'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN MODOC COUNTY AT
 DH6552'POSTMILE 46.82 ABOUT  4 KM NORTHWEST OF NEWELL, 8 KM SOUTHEAST OF
 DH6552'TULELAKE, AND 42 KM EAST SOUTHEAST OF  DORRIS.  TO REACH THE STATION
 DH6552'FROM THE INTERSECTION OF HIGHWAY 161 AND HIGHWAY 139  NORTH OF
 DH6552'TULELAKE GO SOUTHWEST ON HIGHWAY 139 6.44 KM TO EAST WEST ROAD IN
 DH6552'TULELAKE.   CONTINUE SOUTHWEST ON HIGHWAY 139 6.42 KM TO A SIGNALIZED
 DH6552'RAILROAD CROSSING.  CONTINUE  SOUTHWEST ON HIGHWAY 139 1.48 KM TO THE
 DH6552'STATION ON THE RIGHT.  THE STATION IS A SURVEY  DISK EPOXIED TO TOP OF
 DH6552'THE SOUTHERLY END OF THE WESTERLY HEADWALL 0.9 M NORTH OF AN  ORANGE
 DH6552'CARSONITE WITNESS POST, 1.2 M NORTHWEST OF A WHITE CARSONITE POST WITH
 DH6552'AMBER  REFLECTOR, 1.9 M SOUTHEAST OF A METAL GUARD POST, 8.3 M
 DH6552'SOUTHWEST OF THE YELLOW STRIPE  OF HIGHWAY 139, AND 11.9 M EAST OF
 DH6552'POWER POLE A9775.
 DH6552' 
 DH6552'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6552'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6378 ***********************************************************************
 DH6378  DESIGNATION -  139 SIS 4.63
 DH6378  PID         -  DH6378
 DH6378  STATE/COUNTY-  CA/SISKIYOU
 DH6378  USGS QUAD   -  HATFIELD (1993)
 DH6378
 DH6378                         *CURRENT SURVEY CONTROL
 DH6378  ___________________________________________________________________
 DH6378* NAD 83(2007)-  41 59 36.46536(N)    121 30 50.82953(W)     ADJUSTED  
 DH6378* NAVD 88     -      1233.9    (meters)    4048.     (feet)  GPS OBS   
 DH6378  ___________________________________________________________________
 DH6378  EPOCH DATE  -        2007.00
 DH6378  X           -  -2,482,021.869 (meters)                     COMP
 DH6378  Y           -  -4,048,052.071 (meters)                     COMP
 DH6378  Z           -   4,245,874.346 (meters)                     COMP
 DH6378  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DH6378  ELLIP HEIGHT-        1210.915 (meters)          (02/10/07) ADJUSTED
 DH6378  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DH6378
 DH6378  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6378  Type    PID    Designation                      North   East  Ellip
 DH6378  -------------------------------------------------------------------
 DH6378  NETWORK DH6378 139 SIS 4.63                      2.12   2.00   3.92
 DH6378  -------------------------------------------------------------------
 DH6378
 DH6378.The horizontal coordinates were established by GPS observations
 DH6378.and adjusted by the National Geodetic Survey in February 2007.
 DH6378
 DH6378.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6378.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6378.The horizontal coordinates are valid at the epoch date displayed above.
 DH6378.The epoch date for horizontal control is a decimal equivalence
 DH6378.of Year/Month/Day.
 DH6378
 DH6378.The orthometric height was determined by GPS observations and a
 DH6378.high-resolution geoid model.
 DH6378
 DH6378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6378
 DH6378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6378
 DH6378.The ellipsoidal height was determined by GPS observations
 DH6378.and is referenced to NAD 83.
 DH6378
 DH6378.The geoid height was determined by GEOID03.
 DH6378
 DH6378;                    North         East     Units Scale Factor Converg.
 DH6378;SPC CA 1     -   795,508.733 2,040,263.502   MT  1.00009945   +0 19 03.8
 DH6378;SPC CA 1     - 2,609,931.57  6,693,764.51   sFT  1.00009945   +0 19 03.8
 DH6378;UTM  10      - 4,650,118.198   623,071.171   MT  0.99978638   +0 59 39.3
 DH6378
 DH6378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6378!SPC CA 1     -   0.99981011  x   1.00009945  =   0.99990954
 DH6378!UTM  10      -   0.99981011  x   0.99978638  =   0.99959653
 DH6378
 DH6378                          SUPERSEDED SURVEY CONTROL
 DH6378
 DH6378  NAD 83(1998)-  41 59 36.46520(N)    121 30 50.83046(W) AD(2004.69) B
 DH6378  ELLIP H (09/28/05) 1210.925  (m)                       GP(       ) 4 1
 DH6378
 DH6378.Superseded values are not recommended for survey control.
 DH6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6378.See file dsdata.txt to determine how the superseded data were derived.
 DH6378
 DH6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM2307150118(NAD 83)
 DH6378_MARKER: DD = SURVEY DISK
 DH6378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6378_STAMPING: 2-139-4.63
 DH6378_MARK LOGO: CADT  
 DH6378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6378+STABILITY: SURFACE MOTION
 DH6378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6378+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DH6378
 DH6378  HISTORY     - Date     Condition        Report By
 DH6378  HISTORY     - 1998     MONUMENTED       CADT
 DH6378  HISTORY     - 20040106 GOOD             CADT
 DH6378
 DH6378                          STATION DESCRIPTION
 DH6378
 DH6378'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6378'THE STATION IS LOCATED ADJACENT TO HIGHWAY 139 IN SISKIYOU COUNTY AT
 DH6378'POSTMILE 4.63 ABOUT  5 KM NORTHWEST OF TULELAKE, 8 KM SOUTHEAST OF
 DH6378'MERRILL OREGON, AND 9 KM WEST OF MALIN  OREGON.  TO REACH THE STATION
 DH6378'FROM THE INTERSECTION OF HIGHWAY 161 AND HIGHWAY 139  NORTH OF
 DH6378'TULELAKE GO SOUTHERLY ON HIGHWAY 139 663 M TO THE STATION ON THE LEFT.
 DH6378'THE  STATION IS A SURVEY DISK SET FLUSH IN CONCRETE FLUSH WITH THE
 DH6378'GROUND 1.0 M SOUTH OF AN  ORANGE CARSONITE WITNESS POST, 1.1 M WEST OF
 DH6378'A METAL GUARD POST, 7.7 M SOUTHWEST OF AN  ANGLE POINT OF AN
 DH6378'IRRAGATION DITCH, AND 13 M NORTHEAST OF THE YELLOW STRIPE OF HIGHWAY
 DH6378'139.                                               THIS STATION WAS
 DH6378'OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION
 DH6378'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0479 ***********************************************************************
 GT0479  DESIGNATION -  139 TL
 GT0479  PID         -  GT0479
 GT0479  STATE/COUNTY-  CA/KINGS
 GT0479  USGS QUAD   -  CORCORAN (1954)
 GT0479
 GT0479                         *CURRENT SURVEY CONTROL
 GT0479  ___________________________________________________________________
 GT0479* NAD 83(1986)-  36 06 33.     (N)    119 36 28.     (W)     SCALED    
 GT0479* NAVD 88     -        61.44   (+/-2cm)     201.6    (feet)  VERTCON   
 GT0479  ___________________________________________________________________
 GT0479  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GT0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0479
 GT0479.The horizontal coordinates were scaled from a topographic map and have
 GT0479.an estimated accuracy of +/- 6 seconds.
 GT0479
 GT0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0479.The vertical order pertains to the NGVD 29 superseded value.
 GT0479
 GT0479.The geoid height was determined by GEOID03.
 GT0479
 GT0479;                    North         East    Units  Estimated Accuracy
 GT0479;SPC CA 4     -   586,260.    1,945,280.      MT  (+/- 180 meters Scaled)
 GT0479
 GT0479                          SUPERSEDED SURVEY CONTROL
 GT0479
 GT0479  NGVD 29 (??/??/92)   60.58   (m)          198.8    (f) COMPUTED    2 0
 GT0479
 GT0479.Superseded values are not recommended for survey control.
 GT0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0479.See file dsdata.txt to determine how the superseded data were derived.
 GT0479
 GT0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV652992(NAD 83)
 GT0479_MARKER: DD = SURVEY DISK
 GT0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0479_SP_SET: BRIDGE
 GT0479_STAMPING: 139
 GT0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0479
 GT0479  HISTORY     - Date     Condition        Report By
 GT0479  HISTORY     - UNK      MONUMENTED       TLAKE
 GT0479  HISTORY     - 1969     GOOD             NGS
 GT0479
 GT0479                          STATION DESCRIPTION
 GT0479
 GT0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GT0479'2.7 MI NW FROM CORCORAN.
 GT0479'1.5 MILES WEST ALONG WHITLEY AVENUE FROM THE JUNCTION OF DAIRY
 GT0479'AVENUE AT CORCORAN, THENCE 0.7 MILE NORTH ALONG 7 1/2 AVENUE,
 GT0479'THENCE 0.5 MILE WEST ALONG ORANGE AVENUE, IN THE TOP OF THE
 GT0479'WEST END OF THE NORTH CONCRETE CURB OF A CONCRETE BRIDGE OVER
 GT0479'DAULTON DITCH, 17.0 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 GT0479'AND ABOUT LEVEL WITH THE AVENUE.  SECTION 9, T21S, R22E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1750 ***********************************************************************
 GU1750  DESIGNATION -  139.35 L USBR
 GU1750  PID         -  GU1750
 GU1750  STATE/COUNTY-  CA/FRESNO
 GU1750  USGS QUAD   -  DOMENGINE RANCH (1979)
 GU1750
 GU1750                         *CURRENT SURVEY CONTROL
 GU1750  ___________________________________________________________________
 GU1750* NAD 83(1986)-  36 22 15.     (N)    120 15 41.     (W)     SCALED    
 GU1750* NAVD 88     -       102.20   (+/-2cm)     335.3    (feet)  VERTCON   
 GU1750  ___________________________________________________________________
 GU1750  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 GU1750  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1750
 GU1750.The horizontal coordinates were scaled from a topographic map and have
 GU1750.an estimated accuracy of +/- 6 seconds.
 GU1750
 GU1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1750.The vertical order pertains to the NGVD 29 superseded value.
 GU1750
 GU1750.The geoid height was determined by GEOID03.
 GU1750
 GU1750;                    North         East    Units  Estimated Accuracy
 GU1750;SPC CA 4     -   615,870.    1,886,810.      MT  (+/- 180 meters Scaled)
 GU1750
 GU1750                          SUPERSEDED SURVEY CONTROL
 GU1750
 GU1750  NGVD 29 (??/??/92)  101.234  (m)          332.13   (f) ADJ UNCH    1 2
 GU1750
 GU1750.Superseded values are not recommended for survey control.
 GU1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1750.See file dsdata.txt to determine how the superseded data were derived.
 GU1750
 GU1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF456285(NAD 83)
 GU1750_MARKER: DD = SURVEY DISK
 GU1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU1750_SP_SET: BRIDGE
 GU1750_STAMPING: L 139.35
 GU1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1750
 GU1750  HISTORY     - Date     Condition        Report By
 GU1750  HISTORY     - UNK      MONUMENTED       BOR
 GU1750  HISTORY     - 1967     GOOD             NGS
 GU1750
 GU1750                          STATION DESCRIPTION
 GU1750
 GU1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1750'52.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1750'52.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1750'AMIGOS PUMP PLANT, 14 FEET NORTH OF THE CENTER LINE OF JEFFREY
 GU1750'AVENUE, IN THE TOP OF THE EAST END OF THE NORTHEAST CONCRETE
 GU1750'WING WALL OF BRIDGE OVER AQUEDUCT, 0.3 FOOT WEST OF THE EAST
 GU1750'END OF THE WING WALL, AND 3 FEET HIGHER THAN THE NORTHEAST
 GU1750'LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1748 ***********************************************************************
 GU1748  DESIGNATION -  139.39 L
 GU1748  PID         -  GU1748
 GU1748  STATE/COUNTY-  CA/FRESNO
 GU1748  USGS QUAD   -  DOMENGINE RANCH (1979)
 GU1748
 GU1748                         *CURRENT SURVEY CONTROL
 GU1748  ___________________________________________________________________
 GU1748* NAD 83(1986)-  36 22 14.     (N)    120 15 38.     (W)     SCALED    
 GU1748* NAVD 88     -       100.053  (meters)     328.26   (feet)  ADJUSTED  
 GU1748  ___________________________________________________________________
 GU1748  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 GU1748  DYNAMIC HT  -          99.966 (meters)     327.97  (feet)  COMP
 GU1748  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 GU1748
 GU1748  VERT ORDER  -  FIRST     CLASS I
 GU1748
 GU1748.The horizontal coordinates were scaled from a topographic map and have
 GU1748.an estimated accuracy of +/- 6 seconds.
 GU1748
 GU1748.The orthometric height was determined by differential leveling
 GU1748.and adjusted in June 1991.
 GU1748
 GU1748.The geoid height was determined by GEOID03.
 GU1748
 GU1748.The dynamic height is computed by dividing the NAVD 88
 GU1748.geopotential number by the normal gravity value computed on the
 GU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1748.degrees latitude (g = 980.6199 gals.).
 GU1748
 GU1748.The modeled gravity was interpolated from observed gravity values.
 GU1748
 GU1748;                    North         East    Units  Estimated Accuracy
 GU1748;SPC CA 4     -   615,830.    1,886,890.      MT  (+/- 180 meters Scaled)
 GU1748
 GU1748                          SUPERSEDED SURVEY CONTROL
 GU1748
 GU1748  NGVD 29 (??/??/92)   99.037  (m)          324.92   (f) ADJ UNCH    1 1
 GU1748
 GU1748.Superseded values are not recommended for survey control.
 GU1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1748.See file dsdata.txt to determine how the superseded data were derived.
 GU1748
 GU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF457285(NAD 83)
 GU1748_MARKER: DD = SURVEY DISK
 GU1748_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1748+WITH SETTING: PAVEMENT
 GU1748_SP_SET: DECK
 GU1748_STAMPING: 139.39 L 102 LT 3698+44-20
 GU1748_MARK LOGO: BOR   
 GU1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1748+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1748
 GU1748  HISTORY     - Date     Condition        Report By
 GU1748  HISTORY     - UNK      MONUMENTED       BOR
 GU1748  HISTORY     - 1967     GOOD             NGS
 GU1748  HISTORY     - 1971     GOOD             NGS
 GU1748  HISTORY     - 19890117 GOOD             NGS
 GU1748
 GU1748                          STATION DESCRIPTION
 GU1748
 GU1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1748'52.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1748'52.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1748'AMIGOS PUMP PLANT, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1748'NORTHEAST LEVEE ROAD, IN THE TOP OF THE CENTER OF THE GRATE DECK
 GU1748'OF A TURNOUT STRUCTURE, 5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 GU1748'THE STRUCTURE, ABOUT LEVEL WITH THE TOP OF THE LINING, AND
 GU1748'ABOUT 4 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 GU1748
 GU1748                          STATION RECOVERY (1971)
 GU1748
 GU1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1748'RECOVERED IN GOOD CONDITION.
 GU1748
 GU1748                          STATION RECOVERY (1989)
 GU1748
 GU1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3724 ***********************************************************************
 HS3724  DESIGNATION -  139.51 USBR
 HS3724  PID         -  HS3724
 HS3724  STATE/COUNTY-  CA/CONTRA COSTA
 HS3724  USGS QUAD   -  ANTIOCH SOUTH (1980)
 HS3724
 HS3724                         *CURRENT SURVEY CONTROL
 HS3724  ___________________________________________________________________
 HS3724* NAD 83(1986)-  37 59 43.     (N)    121 50 51.     (W)     SCALED    
 HS3724* NAVD 88     -        40.28   (+/-2cm)     132.2    (feet)  VERTCON   
 HS3724  ___________________________________________________________________
 HS3724  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HS3724  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3724
 HS3724.The horizontal coordinates were scaled from a topographic map and have
 HS3724.an estimated accuracy of +/- 6 seconds.
 HS3724
 HS3724.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3724.The vertical order pertains to the NGVD 29 superseded value.
 HS3724
 HS3724.The geoid height was determined by GEOID03.
 HS3724
 HS3724;                    North         East    Units  Estimated Accuracy
 HS3724;SPC CA 3     -   666,800.    1,881,650.      MT  (+/- 180 meters Scaled)
 HS3724
 HS3724                          SUPERSEDED SURVEY CONTROL
 HS3724
 HS3724  NGVD 29 (??/??/92)   39.522  (m)          129.67   (f) ADJ UNCH    1 2
 HS3724
 HS3724.Superseded values are not recommended for survey control.
 HS3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3724.See file dsdata.txt to determine how the superseded data were derived.
 HS3724
 HS3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH011059(NAD 83)
 HS3724_MARKER: DD = SURVEY DISK
 HS3724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3724_SP_SET: BRIDGE
 HS3724_STAMPING: 139.51
 HS3724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS3724+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 HS3724
 HS3724  HISTORY     - Date     Condition        Report By
 HS3724  HISTORY     - UNK      MONUMENTED       BOR
 HS3724  HISTORY     - 1957     GOOD             NGS
 HS3724  HISTORY     - 1963     GOOD             NGS
 HS3724  HISTORY     - 20051116 GOOD             GEOCAC
 HS3724
 HS3724                          STATION DESCRIPTION
 HS3724
 HS3724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3724'2.5 MI SW FROM ANTIOCH.
 HS3724'0.7 MILE WEST ALONG WEST FOURTH STREET FROM THE POST OFICE
 HS3724'AT ANTIOCH, THENCE 1.8 MILES SOUTHWEST ALONG SOMERSVILLE
 HS3724'ROAD, IN R1E T2N, IN THE NORTHEAST QUARTER OF SECTION 27, 0.85
 HS3724'MILE SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 4 AND 24, AT A
 HS3724'CONCRETE BRIDGE OVER THE CONTRA COSTA CANAL, IN THE TOP OF THE
 HS3724'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 14 1/2
 HS3724'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 8.5 FEET
 HS3724'SOUTH OF THE SOUTHWEST END OF A STEEL GATE, AND ABOUT 1 FOOT
 HS3724'HIGHER THAN THE ROAD.
 HS3724
 HS3724                          STATION RECOVERY (1963)
 HS3724
 HS3724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3724'RECOVERED IN GOOD CONDITION.
 HS3724
 HS3724                          STATION RECOVERY (2005)
 HS3724
 HS3724'RECOVERY NOTE BY GEOCACHING 2005
 HS3724'RECOVERED IN GOOD CONDITION AT N 37  59.708 W 121  50.846 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0927 ***********************************************************************
 KT0927  DESIGNATION -  1396.4 USGS
 KT0927  PID         -  KT0927
 KT0927  STATE/COUNTY-  CA/MENDOCINO
 KT0927  USGS QUAD   -  COVELO EAST (1994)
 KT0927
 KT0927                         *CURRENT SURVEY CONTROL
 KT0927  ___________________________________________________________________
 KT0927* NAD 83(1986)-  39 46 25.     (N)    123 14 53.     (W)     SCALED    
 KT0927* NAVD 88     -       426.95   (+/-2cm)    1400.8    (feet)  VERTCON   
 KT0927  ___________________________________________________________________
 KT0927  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 KT0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0927
 KT0927.The horizontal coordinates were scaled from a topographic map and have
 KT0927.an estimated accuracy of +/- 6 seconds.
 KT0927
 KT0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0927.The vertical order pertains to the NGVD 29 superseded value.
 KT0927
 KT0927.The geoid height was determined by GEOID03.
 KT0927
 KT0927;                    North         East    Units  Estimated Accuracy
 KT0927;SPC CA 2     -   734,620.    1,893,080.      MT  (+/- 180 meters Scaled)
 KT0927
 KT0927                          SUPERSEDED SURVEY CONTROL
 KT0927
 KT0927  NGVD 29 (??/??/92)  426.038  (m)         1397.76   (f) ADJ UNCH    2 0
 KT0927
 KT0927.Superseded values are not recommended for survey control.
 KT0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0927.See file dsdata.txt to determine how the superseded data were derived.
 KT0927
 KT0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK787026(NAD 83)
 KT0927_MARKER: S = SPIKE
 KT0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0927_SP_SET: FENCE POST
 KT0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0927+STABILITY: SURFACE MOTION
 KT0927
 KT0927  HISTORY     - Date     Condition        Report By
 KT0927  HISTORY     - UNK      MONUMENTED       USGS
 KT0927  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT0927  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0927
 KT0927                          STATION DESCRIPTION
 KT0927
 KT0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0927'1.4 MI S FROM COVELO.
 KT0927'1.4 MILES SOUTH ALONG THE DOS RIOS ROAD FROM THE POST OFFICE
 KT0927'AT COVELO, MENDOCINO COUNTY, ON THE WEST SIDE OF THE ROAD,
 KT0927'AT THE WEST FENCE, NEAR A WHITE WOODEN WITNESS POST, AND IN
 KT0927'THE FENCE-CORNER POST MARKED USBM 1396.4.  AN IRON SPIKE.
 KT0927
 KT0927                          STATION RECOVERY (1966)
 KT0927
 KT0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0031 ***********************************************************************
 JT0031  DESIGNATION -  1397.0
 JT0031  PID         -  JT0031
 JT0031  STATE/COUNTY-  CA/YOLO
 JT0031  USGS QUAD   -  BROOKS (1992)
 JT0031
 JT0031                         *CURRENT SURVEY CONTROL
 JT0031  ___________________________________________________________________
 JT0031* NAD 83(1986)-  38 44 27.     (N)    122 12 14.     (W)     SCALED    
 JT0031* NAVD 88     -       426.61   (+/-2cm)    1399.6    (feet)  VERTCON   
 JT0031  ___________________________________________________________________
 JT0031  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JT0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0031
 JT0031.The horizontal coordinates were scaled from a topographic map and have
 JT0031.an estimated accuracy of +/- 6 seconds.
 JT0031
 JT0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0031.The vertical order pertains to the NGVD 29 superseded value.
 JT0031
 JT0031.The geoid height was determined by GEOID03.
 JT0031
 JT0031;                    North         East    Units  Estimated Accuracy
 JT0031;SPC CA 2     -   619,260.    1,982,280.      MT  (+/- 180 meters Scaled)
 JT0031
 JT0031                          SUPERSEDED SURVEY CONTROL
 JT0031
 JT0031  NGVD 29 (??/??/92)  425.78   (m)         1396.9    (f) COMPUTED    2 0
 JT0031
 JT0031.Superseded values are not recommended for survey control.
 JT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0031.See file dsdata.txt to determine how the superseded data were derived.
 JT0031
 JT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH691883(NAD 83)
 JT0031_MARKER: Q = CHISELED SQUARE
 JT0031_SETTING: 80 = SET IN A BOULDER
 JT0031_SP_SET: BOULDER
 JT0031_MARK LOGO: USGS  
 JT0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0031+STABILITY: SURFACE MOTION
 JT0031
 JT0031  HISTORY     - Date     Condition        Report By
 JT0031  HISTORY     - UNK      MONUMENTED       USGS
 JT0031  HISTORY     - 1942     GOOD             NGS
 JT0031  HISTORY     - 1966     POOR             NGS
 JT0031
 JT0031                          STATION DESCRIPTION
 JT0031
 JT0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0031'10.7 MI NW FROM CAPAY.
 JT0031'6.9 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM CAPAY, YOLO
 JT0031'COUNTY, THENCE 3.8 MILES WEST ALONG A DIRT ROAD, IN THE SADDLE
 JT0031'OF A RIDGE, 75 FEET WEST OF A U-BEND IN THE ROAD, 30 FEET
 JT0031'NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET NORTHEAST OF BENCH
 JT0031'MARK C 629 DESCRIBED ABOVE, 11 FEET NORTH OF A FENCE LINE, AND
 JT0031'ON THE TOP OF A ROCK BOULDER.  A CHISELED SQUARE.
 JT0031
 JT0031                          STATION RECOVERY (1966)
 JT0031
 JT0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JT0031'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0141 ***********************************************************************
 FV0141  DESIGNATION -  13=D 25 RESET
 FV0141  PID         -  FV0141
 FV0141  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0141  USGS QUAD   -  SANTA MARGARITA (1993)
 FV0141
 FV0141                         *CURRENT SURVEY CONTROL
 FV0141  ___________________________________________________________________
 FV0141* NAD 83(1986)-  35 23 36.     (N)    120 36 17.     (W)     SCALED    
 FV0141* NAVD 88     -       304.545  (meters)     999.16   (feet)  ADJUSTED  
 FV0141  ___________________________________________________________________
 FV0141  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 FV0141  DYNAMIC HT  -         304.256 (meters)     998.21  (feet)  COMP
 FV0141  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 FV0141
 FV0141  VERT ORDER  -  FIRST     CLASS I
 FV0141
 FV0141.The horizontal coordinates were scaled from a topographic map and have
 FV0141.an estimated accuracy of +/- 6 seconds.
 FV0141
 FV0141.The orthometric height was determined by differential leveling
 FV0141.and adjusted in June 1991.
 FV0141.WARNING-Repeat measurements at this control monument indicate possible
 FV0141.vertical movement.
 FV0141
 FV0141.The geoid height was determined by GEOID03.
 FV0141
 FV0141.The dynamic height is computed by dividing the NAVD 88
 FV0141.geopotential number by the normal gravity value computed on the
 FV0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0141.degrees latitude (g = 980.6199 gals.).
 FV0141
 FV0141.The modeled gravity was interpolated from observed gravity values.
 FV0141
 FV0141;                    North         East    Units  Estimated Accuracy
 FV0141;SPC CA 5     -   713,090.    1,763,390.      MT  (+/- 180 meters Scaled)
 FV0141
 FV0141                          SUPERSEDED SURVEY CONTROL
 FV0141
 FV0141  NGVD 29 (??/??/??)  303.574  (m)          995.98   (f) ADJUSTED    1 1
 FV0141
 FV0141.Superseded values are not recommended for survey control.
 FV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0141.See file dsdata.txt to determine how the superseded data were derived.
 FV0141
 FV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE175192(NAD 83)
 FV0141_MARKER: DD = SURVEY DISK
 FV0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FV0141_SP_SET: HEADWALL
 FV0141_STAMPING: D 25 99 13 RESET 1953
 FV0141_MARK LOGO: USGS  
 FV0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0141+STABILITY: SURFACE MOTION
 FV0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0141+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
 FV0141
 FV0141  HISTORY     - Date     Condition        Report By
 FV0141  HISTORY     - 1953     MONUMENTED       USGS
 FV0141  HISTORY     - 1968     GOOD             NGS
 FV0141  HISTORY     - 1971     GOOD             NGS
 FV0141  HISTORY     - 1977     GOOD             NGS
 FV0141  HISTORY     - 19890123 GOOD             NGS
 FV0141  HISTORY     - 20060402 GOOD             GEOCAC
 FV0141
 FV0141                          STATION DESCRIPTION
 FV0141
 FV0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0141'AT SANTA MARGARITA.
 FV0141'AT SANTA MARGARITA, 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 58 (EL
 FV0141'CAMINO REAL) FROM THE POST OFFICE, OPPOSITE RAILROAD BRIDGE 235.22,
 FV0141'IN THE TOP AND 7.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 FV0141'SOUTHEAST CONCRETE HEAD WALL OF DOUBLE 8- BY 8-FOOT CONCRETE CULVERTS
 FV0141'49-06 OVER YERBA BUENA CREEK, 34 FEET SOUTHEAST OF THE CENTER LINE
 FV0141'OF THE HIGHWAY, 75 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 FV0141'ESTRADA AVENUE LEADING SOUTHEAST, AND ABOUT 3 FEET LOWER THAN THE
 FV0141'HIGHWAY.
 FV0141
 FV0141                          STATION RECOVERY (1971)
 FV0141
 FV0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FV0141'RECOVERED IN GOOD CONDITION.
 FV0141
 FV0141                          STATION RECOVERY (1977)
 FV0141
 FV0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0141'RECOVERED IN GOOD CONDITION.
 FV0141
 FV0141                          STATION RECOVERY (1989)
 FV0141
 FV0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0141'RECOVERED IN GOOD CONDITION.
 FV0141
 FV0141                          STATION RECOVERY (2006)
 FV0141
 FV0141'RECOVERY NOTE BY GEOCACHING 2006 (MDT)
 FV0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0695 ***********************************************************************
 DX0695  DESIGNATION -  14
 DX0695  PID         -  DX0695
 DX0695  STATE/COUNTY-  CA/RIVERSIDE
 DX0695  USGS QUAD   -  INDIO (1972)
 DX0695
 DX0695                         *CURRENT SURVEY CONTROL
 DX0695  ___________________________________________________________________
 DX0695* NAD 83(1986)-  33 43 26.     (N)    116 13 21.     (W)     SCALED    
 DX0695* NAVD 88     -        -1.29   (+/-2cm)      -4.2    (feet)  VERTCON   
 DX0695  ___________________________________________________________________
 DX0695  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DX0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0695
 DX0695.The horizontal coordinates were scaled from a topographic map and have
 DX0695.an estimated accuracy of +/- 6 seconds.
 DX0695
 DX0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0695.The vertical order pertains to the NGVD 29 superseded value.
 DX0695
 DX0695.The geoid height was determined by GEOID03.
 DX0695
 DX0695;                    North         East    Units  Estimated Accuracy
 DX0695;SPC CA 6     -   672,700.    2,002,550.      MT  (+/- 180 meters Scaled)
 DX0695
 DX0695                          SUPERSEDED SURVEY CONTROL
 DX0695
 DX0695  NGVD 29 (??/??/??)   -1.959  (m)           -6.43   (f) ADJUSTED    1 2
 DX0695
 DX0695.Superseded values are not recommended for survey control.
 DX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0695.See file dsdata.txt to determine how the superseded data were derived.
 DX0695
 DX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT720318(NAD 83)
 DX0695_MARKER: DD = SURVEY DISK
 DX0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0695_STAMPING: 14
 DX0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0695+STABILITY: SURFACE MOTION
 DX0695
 DX0695  HISTORY     - Date     Condition        Report By
 DX0695  HISTORY     - UNK      MONUMENTED       CADH
 DX0695  HISTORY     - 1955     GOOD             NGS
 DX0695
 DX0695                          STATION DESCRIPTION
 DX0695
 DX0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0695'AT INDIO.
 DX0695'AT INDIO, 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE
 DX0695'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT INDIO, IN THE
 DX0695'APPROXIMATE CENTER OF THE TRAFFIC ISLAND DIVIDING THE HIGHWAY,
 DX0695'53 FEET NORTHWEST OF A SPUR RAILROAD TRACK AT THE CROSSING OF
 DX0695'THE CENTER LINE OF THE HIGHWAY, 7.7 FEET SOUTHWEST OF THE
 DX0695'SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE, 7.6 FEET NORTHEAST
 DX0695'OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE, ABOUT 1/2
 DX0695'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DX0695'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0059 ***********************************************************************
 HT0059  DESIGNATION -  14
 HT0059  PID         -  HT0059
 HT0059  STATE/COUNTY-  CA/ALAMEDA
 HT0059  USGS QUAD   -  OAKLAND EAST (1997)
 HT0059
 HT0059                         *CURRENT SURVEY CONTROL
 HT0059  ___________________________________________________________________
 HT0059* NAD 83(1986)-  37 52 16.     (N)    122 13 29.     (W)     SCALED    
 HT0059* NAVD 88     -       314.20   (+/-2cm)    1030.8    (feet)  VERTCON   
 HT0059  ___________________________________________________________________
 HT0059  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HT0059  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0059
 HT0059.The horizontal coordinates were scaled from a topographic map and have
 HT0059.an estimated accuracy of +/- 6 seconds.
 HT0059
 HT0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0059.The vertical order pertains to the NGVD 29 superseded value.
 HT0059
 HT0059.The geoid height was determined by GEOID03.
 HT0059
 HT0059;                    North         East    Units  Estimated Accuracy
 HT0059;SPC CA 3     -   653,570.    1,848,270.      MT  (+/- 180 meters Scaled)
 HT0059
 HT0059                          SUPERSEDED SURVEY CONTROL
 HT0059
 HT0059  NGVD 29 (??/??/??)  313.349  (m)         1028.05   (f) ADJUSTED    1 1
 HT0059
 HT0059.Superseded values are not recommended for survey control.
 HT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0059.See file dsdata.txt to determine how the superseded data were derived.
 HT0059
 HT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG681917(NAD 83)
 HT0059_MARKER: I = METAL ROD
 HT0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0059_SP_SET: CONCRETE POST
 HT0059_MARK LOGO: CA2480
 HT0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0059+STABILITY: SURFACE MOTION
 HT0059
 HT0059  HISTORY     - Date     Condition        Report By
 HT0059  HISTORY     - UNK      MONUMENTED       CA2480
 HT0059  HISTORY     - 1958     GOOD             NGS
 HT0059  HISTORY     - 1974     GOOD             NGS
 HT0059  HISTORY     - 1986     GOOD             USPSQD
 HT0059  HISTORY     - 1987     GOOD             USPSQD
 HT0059
 HT0059                          STATION DESCRIPTION
 HT0059
 HT0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0059'AT OAKLAND.
 HT0059'AT OAKLAND, 1.4 MILES NORTHEAST ALONG CLAREMONT AVENUE FROM
 HT0059'THE JUNCTION OF STONEWALL ROAD, 0.5 MILE NORTHWEST OF THE
 HT0059'INTERSECTION OF GRIZZLY PEAK BOULEVARD, ABOUT 60 FEET SOUTHWEST
 HT0059'OF THE CENTER OF A SHARP CURVE, 5 FEET SOUTHEAST OF THE CENTER
 HT0059'LINE OF THE AVENUE, IN A WELL, A BRASS ROD SET IN THE TOP OF A
 HT0059'CONCRETE POST ABOUT 1 FOOT UNDERGROUND, AND COVERED BY AN 8-INCH
 HT0059'CAST IRON COVER BEARING THE WORDS CITY MONUMENT.
 HT0059
 HT0059                          STATION RECOVERY (1974)
 HT0059
 HT0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HT0059'RECOVERED IN GOOD CONDITION.
 HT0059
 HT0059                          STATION RECOVERY (1986)
 HT0059
 HT0059'RECOVERY NOTE BY US POWER SQUADRON 1986 (MJS)
 HT0059'RECOVERED IN GOOD CONDITION.
 HT0059
 HT0059                          STATION RECOVERY (1987)
 HT0059
 HT0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0896 ***********************************************************************
 HR0896  DESIGNATION -  14
 HR0896  PID         -  HR0896
 HR0896  STATE/COUNTY-  CA/TUOLUMNE
 HR0896  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0896
 HR0896                         *CURRENT SURVEY CONTROL
 HR0896  ___________________________________________________________________
 HR0896* NAD 83(1986)-  37 52 23.     (N)    119 54 00.     (W)     SCALED    
 HR0896* NAVD 88     -      1289.54   (+/-2cm)    4230.8    (feet)  VERTCON   
 HR0896  ___________________________________________________________________
 HR0896  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 HR0896  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0896
 HR0896.The horizontal coordinates were scaled from a topographic map and have
 HR0896.an estimated accuracy of +/- 6 seconds.
 HR0896
 HR0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0896.The vertical order pertains to the NGVD 29 superseded value.
 HR0896
 HR0896.The geoid height was determined by GEOID03.
 HR0896
 HR0896;                    North         East    Units  Estimated Accuracy
 HR0896;SPC CA 3     -   652,550.    2,052,790.      MT  (+/- 180 meters Scaled)
 HR0896
 HR0896                          SUPERSEDED SURVEY CONTROL
 HR0896
 HR0896  NGVD 29 (??/??/92) 1288.651  (m)         4227.85   (f) ADJ UNCH    1 2
 HR0896
 HR0896.Superseded values are not recommended for survey control.
 HR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0896.See file dsdata.txt to determine how the superseded data were derived.
 HR0896
 HR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB449956(NAD 83)
 HR0896_MARKER: DD = SURVEY DISK
 HR0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0896_STAMPING: 14
 HR0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0896+STABILITY: SURFACE MOTION
 HR0896
 HR0896  HISTORY     - Date     Condition        Report By
 HR0896  HISTORY     - UNK      MONUMENTED       HHWS
 HR0896  HISTORY     - 1956     GOOD             NGS
 HR0896  HISTORY     - 19861023 GOOD             USPSQD
 HR0896
 HR0896                          STATION DESCRIPTION
 HR0896
 HR0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0896'2.8 MI W FROM MATHER.
 HR0896'2.8 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0896'MATHER, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF A TRACK ROAD,
 HR0896'ON THE OUTSIDE OF A CURVE, AT A ROCKY POINT, AT A POINT WHERE
 HR0896'THE TRACK ROAD PARALLELS THE MATHER ROAD, 90 FEET SOUTHWEST OF
 HR0896'AND ACROSS THE ROAD FROM A 40-INCH FORKED SPRUCE TREE, 21 FEET
 HR0896'SOUTH OF THE CENTER LINE OF MATHER ROAD, 7 1/2 FEET NORTH OF
 HR0896'THE CENTER LINE OF THE TRACK ROAD, 1.1 FEET NORTH OF A WITNESS
 HR0896'POST, ABOUT 1 1/2 FEET LOWER THAN THE MATHER ROAD, ABOUT LEVEL
 HR0896'WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HR0896'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HR0896
 HR0896                          STATION RECOVERY (1986)
 HR0896
 HR0896'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0899 ***********************************************************************
 LU0899  DESIGNATION -  14
 LU0899  PID         -  LU0899
 LU0899  STATE/COUNTY-  CA/SHASTA
 LU0899  USGS QUAD   -  IGO (1979)
 LU0899
 LU0899                         *CURRENT SURVEY CONTROL
 LU0899  ___________________________________________________________________
 LU0899* NAD 83(1986)-  40 36 25.     (N)    122 30 36.     (W)     SCALED    
 LU0899* NAVD 88     -       360.509  (meters)    1182.77   (feet)  ADJUSTED  
 LU0899  ___________________________________________________________________
 LU0899  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 LU0899  DYNAMIC HT  -         360.314 (meters)    1182.13  (feet)  COMP
 LU0899  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LU0899
 LU0899  VERT ORDER  -  FIRST     CLASS II
 LU0899
 LU0899.The horizontal coordinates were scaled from a topographic map and have
 LU0899.an estimated accuracy of +/- 6 seconds.
 LU0899
 LU0899.The orthometric height was determined by differential leveling
 LU0899.and adjusted in June 1991.
 LU0899
 LU0899.The geoid height was determined by GEOID03.
 LU0899
 LU0899.The dynamic height is computed by dividing the NAVD 88
 LU0899.geopotential number by the normal gravity value computed on the
 LU0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0899.degrees latitude (g = 980.6199 gals.).
 LU0899
 LU0899.The modeled gravity was interpolated from observed gravity values.
 LU0899
 LU0899;                    North         East    Units  Estimated Accuracy
 LU0899;SPC CA 1     -   641,540.    1,956,840.      MT  (+/- 180 meters Scaled)
 LU0899
 LU0899                          SUPERSEDED SURVEY CONTROL
 LU0899
 LU0899  NGVD 29 (12/02/92)  359.701  (m)         1180.12   (f) ADJUSTED    1 2
 LU0899
 LU0899.Superseded values are not recommended for survey control.
 LU0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0899.See file dsdata.txt to determine how the superseded data were derived.
 LU0899
 LU0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK414952(NAD 83)
 LU0899_MARKER: DD = SURVEY DISK
 LU0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0899_SP_SET: HEADWALL
 LU0899_STAMPING: 14 1179.80
 LU0899_MARK LOGO: CADH  
 LU0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0899+STABILITY: SURFACE MOTION
 LU0899
 LU0899  HISTORY     - Date     Condition        Report By
 LU0899  HISTORY     - UNK      MONUMENTED       CADH
 LU0899  HISTORY     - 1949     GOOD             NGS
 LU0899  HISTORY     - 1988     GOOD             NGS
 LU0899
 LU0899                          STATION DESCRIPTION
 LU0899
 LU0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0899'1.3 MI NW FROM SHASTA.
 LU0899'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0899'AT SHASTA, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, AT AN
 LU0899'18-INCH CORRUGATED METAL PIPE CULVERT B 183.91, 3.9 FEET SOUTHEAST
 LU0899'OF THE NORTHWEST END, 3.3 FEET NORTHEAST OF THE SOUTHWEST END, 16.0
 LU0899'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LU0899'LEVEL WITH THE HIGHWAY.
 LU0899
 LU0899                          STATION RECOVERY (1988)
 LU0899
 LU0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0899'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.1 KM
 LU0899'(6.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0899'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2081 ***********************************************************************
 JS2081  DESIGNATION -  14
 JS2081  PID         -  JS2081
 JS2081  STATE/COUNTY-  CA/SOLANO
 JS2081  USGS QUAD   -  COURTLAND (1993)
 JS2081
 JS2081                         *CURRENT SURVEY CONTROL
 JS2081  ___________________________________________________________________
 JS2081* NAD 83(1986)-  38 17 26.     (N)    121 37 07.     (W)     SCALED    
 JS2081* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 JS2081  ___________________________________________________________________
 JS2081  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JS2081  VERT ORDER  -  THIRD (See Below)
 JS2081
 JS2081.The horizontal coordinates were scaled from a topographic map and have
 JS2081.an estimated accuracy of +/- 6 seconds.
 JS2081
 JS2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2081.The vertical order pertains to the NGVD 29 superseded value.
 JS2081
 JS2081.The geoid height was determined by GEOID03.
 JS2081
 JS2081;                    North         East    Units  Estimated Accuracy
 JS2081;SPC CA 2     -   569,330.    2,033,370.      MT  (+/- 180 meters Scaled)
 JS2081
 JS2081                          SUPERSEDED SURVEY CONTROL
 JS2081
 JS2081  NGVD 29 (??/??/??)    3.31   (m)           10.9    (f) RESET       3  
 JS2081
 JS2081.Superseded values are not recommended for survey control.
 JS2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2081.See file dsdata.txt to determine how the superseded data were derived.
 JS2081
 JS2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH208389(NAD 83)
 JS2081_MARKER: N = NAIL
 JS2081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2081_SP_SET: CONC DIVERSION BOX
 JS2081_MARK LOGO: RIRD  
 JS2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2081
 JS2081  HISTORY     - Date     Condition        Report By
 JS2081  HISTORY     - UNK      MONUMENTED       RIRD
 JS2081  HISTORY     - 1964     GOOD             CGS
 JS2081
 JS2081                          STATION DESCRIPTION
 JS2081
 JS2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2081'1.9 MI E FROM FIVE POINTS.
 JS2081'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2081'POINTS, THENCE 1.0 MILE EAST ALONG EAST RYER ISLAND ROAD, ACROSS
 JS2081'THE ROAD FROM A PUMP, 51 FEET SOUTH OF THE CENTER LINE OF THE
 JS2081'ROAD, IN THE TOP OF THE NORTHEAST CORNER OF A 4 BY 4-FOOT
 JS2081'CONCRETE DIVERSION BOX, 23 1/2 FEET NORTHWEST OF A POWER LINE
 JS2081'POLE SUPPORTING 3 TRANSFORMERS, 0.5 FOOT WEST OF THE NORTHEAST
 JS2081'CORNER OF THE BOX, 1.7 FEET SOUTHWEST OF A WITNESS POST, AND
 JS2081'ABOUT 12 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1105 ***********************************************************************
 KS1105  DESIGNATION -  14
 KS1105  PID         -  KS1105
 KS1105  STATE/COUNTY-  CA/BUTTE
 KS1105  USGS QUAD   -  RICHARDSON SPRINGS (1969)
 KS1105
 KS1105                         *CURRENT SURVEY CONTROL
 KS1105  ___________________________________________________________________
 KS1105* NAD 83(1986)-  39 47 51.     (N)    121 50 38.     (W)     SCALED    
 KS1105* NAVD 88     -        76.794  (meters)     251.95   (feet)  ADJUSTED  
 KS1105  ___________________________________________________________________
 KS1105  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 KS1105  DYNAMIC HT  -          76.755 (meters)     251.82  (feet)  COMP
 KS1105  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KS1105
 KS1105  VERT ORDER  -  FIRST     CLASS II
 KS1105
 KS1105.This mark is at Chico Municipal Airport (CIC)
 KS1105
 KS1105.The horizontal coordinates were scaled from a topographic map and have
 KS1105.an estimated accuracy of +/- 6 seconds.
 KS1105
 KS1105.The orthometric height was determined by differential leveling
 KS1105.and adjusted in June 1991.
 KS1105
 KS1105.The geoid height was determined by GEOID03.
 KS1105
 KS1105.The dynamic height is computed by dividing the NAVD 88
 KS1105.geopotential number by the normal gravity value computed on the
 KS1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1105.degrees latitude (g = 980.6199 gals.).
 KS1105
 KS1105.The modeled gravity was interpolated from observed gravity values.
 KS1105
 KS1105;                    North         East    Units  Estimated Accuracy
 KS1105;SPC CA 2     -   736,550.    2,013,370.      MT  (+/- 180 meters Scaled)
 KS1105
 KS1105                          SUPERSEDED SURVEY CONTROL
 KS1105
 KS1105  NGVD 29 (??/??/??)   76.084  (m)          249.62   (f) ADJUSTED    1 2
 KS1105
 KS1105.Superseded values are not recommended for survey control.
 KS1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1105.See file dsdata.txt to determine how the superseded data were derived.
 KS1105
 KS1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK989059(NAD 83)
 KS1105_MARKER: P = PIPE CAP
 KS1105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1105_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS1105_STAMPING: 14 1909 249
 KS1105_MARK LOGO: USGS  
 KS1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1105+STABILITY: SURFACE MOTION
 KS1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1105+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS1105
 KS1105  HISTORY     - Date     Condition        Report By
 KS1105  HISTORY     - 1909     MONUMENTED       USGS
 KS1105  HISTORY     - 1949     GOOD             NGS
 KS1105  HISTORY     - 1975     GOOD             NGS
 KS1105  HISTORY     - 19880718 GOOD             NGS
 KS1105  HISTORY     - 19971011 GOOD             USPSQD
 KS1105  HISTORY     - 20040324 GOOD             CADT
 KS1105
 KS1105                          STATION DESCRIPTION
 KS1105
 KS1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS1105'AT CHICO MUNICIPAL AIRPORT.
 KS1105'AT CHICO MUNICIPAL AIRPORT, BUTTE COUNTY, 570 FEET EAST OF GATE
 KS1105'2 (FIRST STREET ENTRANCE), AT A RIGHT-ANGLE TURN IN THE OLD
 KS1105'LOCATION OF THE RICHARDSON SPRINGS ROAD, 132 FEET EAST OF THE
 KS1105'EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT AT THE WEST
 KS1105'END OF THE CURVE, ON THE PROLONGATION TO THE EAST OF THE
 KS1105'CENTERLINE OF THE OLD ROAD, 33 FEET SOUTHEAST OF A GATEPOST
 KS1105'AT THE EAST END OF A 4-FOOT ROCK FENCE, 15 FEET SOUTH OF THE
 KS1105'CENTERLINE OF A FARM LANE LEADING EAST, AND 1.5 FEET WEST OF A
 KS1105'BARBED-WIRE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KS1105'CAP, STAMPED 14 1909 249 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 KS1105'IRON PIPE SET IN CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 KS1105
 KS1105                          STATION RECOVERY (1975)
 KS1105
 KS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KS1105'RECOVERED IN GOOD CONDITION.
 KS1105
 KS1105                          STATION RECOVERY (1988)
 KS1105
 KS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1105'RECOVERED IN GOOD CONDITION.
 KS1105
 KS1105                          STATION RECOVERY (1997)
 KS1105
 KS1105'RECOVERY NOTE BY US POWER SQUADRON 1997
 KS1105'RECOVERED IN GOOD CONDITION.
 KS1105
 KS1105                          STATION RECOVERY (2004)
 KS1105
 KS1105'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1945 ***********************************************************************
 GU1945  TIDAL BM    -  This is a Tidal Bench Mark.
 GU1945  DESIGNATION -  14
 GU1945  PID         -  GU1945
 GU1945  STATE/COUNTY-  CA/SANTA CRUZ
 GU1945  USGS QUAD   -  SANTA CRUZ (1994)
 GU1945
 GU1945                         *CURRENT SURVEY CONTROL
 GU1945  ___________________________________________________________________
 GU1945* NAD 83(1986)-  36 57 53.     (N)    122 01 34.     (W)     SCALED    
 GU1945* NAVD 88     -         5.072  (meters)      16.64   (feet)  ADJUSTED  
 GU1945  ___________________________________________________________________
 GU1945  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GU1945  DYNAMIC HT  -           5.069 (meters)      16.63  (feet)  COMP
 GU1945  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 GU1945  OBS GRAVITY -     979,921.2   (mgal)                       GRAV_OBS
 GU1945
 GU1945  VERT ORDER  -  FIRST     CLASS I
 GU1945
 GU1945.The horizontal coordinates were scaled from a topographic map and have
 GU1945.an estimated accuracy of +/- 6 seconds.
 GU1945
 GU1945.The orthometric height was determined by differential leveling
 GU1945.and adjusted in February 1993.
 GU1945
 GU1945.This Tidal Bench Mark is designated as VM 15711
 GU1945.by the Center for Operational Oceanographic Products and Services.
 GU1945
 GU1945.The geoid height was determined by GEOID03.
 GU1945
 GU1945.The dynamic height is computed by dividing the NAVD 88
 GU1945.geopotential number by the normal gravity value computed on the
 GU1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1945.degrees latitude (g = 980.6199 gals.).
 GU1945
 GU1945.The modeled gravity was interpolated from observed gravity values.
 GU1945.The observed gravity was obtained from relative gravimeter ties
 GU1945.to the IGSN71 gravity network.
 GU1945
 GU1945;                    North         East    Units  Estimated Accuracy
 GU1945;SPC CA 3     -   552,680.    1,864,100.      MT  (+/- 180 meters Scaled)
 GU1945
 GU1945                          SUPERSEDED SURVEY CONTROL
 GU1945
 GU1945  NAVD 88 (06/15/91)    5.023  (m)           16.48   (f) UNKNOWN     1 1
 GU1945  NGVD 29 (10/21/93)    4.238  (m)           13.90   (f) ADJUSTED    1 1
 GU1945
 GU1945.Superseded values are not recommended for survey control.
 GU1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1945.See file dsdata.txt to determine how the superseded data were derived.
 GU1945
 GU1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF866914(NAD 83)
 GU1945_MARKER: P = PIPE CAP
 GU1945_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1945_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1945_STAMPING: SF 14 1908 26 CAL
 GU1945_MARK LOGO: USGS  
 GU1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1945+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 GU1945
 GU1945  HISTORY     - Date     Condition        Report By
 GU1945  HISTORY     - 1908     MONUMENTED       USGS
 GU1945  HISTORY     - 1972     GOOD             NGS
 GU1945  HISTORY     - 1972     GOOD             NGS
 GU1945  HISTORY     - 1977     GOOD             NGS
 GU1945  HISTORY     - 19900220 GOOD             NGS
 GU1945  HISTORY     - 20031207 GOOD             NGS
 GU1945
 GU1945                          STATION DESCRIPTION
 GU1945
 GU1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1945'AT SANTA CRUZ.
 GU1945'AT SANTA CRUZ, 0.05 MILE EAST OF THE SOUTHERN PACIFIC COMPANY
 GU1945'STATION, AT THE JUNCTION OF PACIFIC AVENUE - WASHINGTON STREET
 GU1945'AND WEST CLIFF DRIVE, 66 FEET SOUTHEAST OF THE EXTENDED CENTER
 GU1945'LINE OF PACIFIC AVENUE, 9.6 FEET SOUTHWEST OF THE SOUTHWEST
 GU1945'CURB OF WASHINGTON STREET, 0.5 FOOT NORTHEAST OF THE NORTHEAST
 GU1945'FACE OF THE CONCRETE RETAINING WALL ALONG THE NORTHEAST SIDE
 GU1945'OF WEST CLIFF DRIVE, 2 1/2 FEET SOUTHWEST OF TELEPHONE POLE
 GU1945'101-80453, 10 FEET SOUTH OF STEEL STREET LIGHT POLE 05080, 8
 GU1945'FEET SOUTH-SOUTHEAST OF A 2 INCH IRON PIPE STREET SIGN POST,
 GU1945'5.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL
 GU1945'ALONG THE WEST CLIFF DRIVE, ABOUT 1 FOOT HIGHER THAN THE STREET,
 GU1945'A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 GU1945'0.6 FOOT.  SEC 24, T 11S, R 2W
 GU1945
 GU1945                          STATION RECOVERY (1972)
 GU1945
 GU1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1945'RECOVERED IN GOOD CONDITION.
 GU1945
 GU1945                          STATION RECOVERY (1977)
 GU1945
 GU1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU1945'RECOVERED IN GOOD CONDITION.
 GU1945
 GU1945                          STATION RECOVERY (1990)
 GU1945
 GU1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU1945'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SANTA
 GU1945'CRUZ, AT THE INTERSECTION OF PACIFIC DRIVE AND WEST CLIFF DRIVE, 20.1
 GU1945'M (65.94 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF PACIFIC AVENUE,
 GU1945'3.1 M (10.17 FT) SOUTH OF UTILITY POLE NUMBER 05080, 2.9 M (9.51 FT)
 GU1945'SOUTHWEST OF THE SOUTHWEST CURB OF WASHINGTON STREET, 1.7 M (5.58 FT)
 GU1945'SOUTHEAST OF THE NORTHWEST END OF A RETAINING WALL ALONG WEST CLIFF
 GU1945'DRIVE, 0.8 M (2.62 FT) SOUTHWEST OF UTILITY POLE NUMBER 101-80453,
 GU1945'0.3 M (0.98 FT) ABOVE THE LEVEL OF THE STREET, AND IS A CAP RIVETED
 GU1945'TO THE TOP OF A 3 1/2-INCH METAL PIPE THAT PROJECTS 0.2 M (0.66 FT)
 GU1945'ABOVE THE GROUND SURFACE.
 GU1945
 GU1945                          STATION RECOVERY (2003)
 GU1945
 GU1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 GU1945'GRAVITY BASE STATION 'SANTA CRUZ USGS 14' (=C 256) IS ON SIDEWALK
 GU1945'ADJACENT TO DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1778 ***********************************************************************
 EW1778  DESIGNATION -  14 00010 C OF LA
 EW1778  PID         -  EW1778
 EW1778  STATE/COUNTY-  CA/LOS ANGELES
 EW1778  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1778
 EW1778                         *CURRENT SURVEY CONTROL
 EW1778  ___________________________________________________________________
 EW1778* NAD 83(1986)-  34 02 28.     (N)    118 27 44.     (W)     SCALED    
 EW1778* NAVD 88     -        63.61   (+/-2cm)     208.7    (feet)  VERTCON   
 EW1778  ___________________________________________________________________
 EW1778  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EW1778  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1778
 EW1778.The horizontal coordinates were scaled from a topographic map and have
 EW1778.an estimated accuracy of +/- 6 seconds.
 EW1778
 EW1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1778.The vertical order pertains to the NGVD 29 superseded value.
 EW1778
 EW1778.The geoid height was determined by GEOID03.
 EW1778
 EW1778;                    North         East    Units  Estimated Accuracy
 EW1778;SPC CA 5     -   560,120.    1,957,320.      MT  (+/- 180 meters Scaled)
 EW1778
 EW1778                          SUPERSEDED SURVEY CONTROL
 EW1778
 EW1778  NGVD 29 (??/??/92)   62.842  (m)          206.17   (f) ADJ UNCH    1 1
 EW1778
 EW1778.Superseded values are not recommended for survey control.
 EW1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1778.See file dsdata.txt to determine how the superseded data were derived.
 EW1778
 EW1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT650676(NAD 83)
 EW1778_MARKER: DD = SURVEY DISK
 EW1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1778_SP_SET: CONCRETE LANDING
 EW1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1778
 EW1778  HISTORY     - Date     Condition        Report By
 EW1778  HISTORY     - UNK      MONUMENTED       CA1980
 EW1778  HISTORY     - 1968     GOOD             CA1980
 EW1778
 EW1778                          STATION DESCRIPTION
 EW1778
 EW1778'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1778'AT LOS ANGELES.
 EW1778'STANDARD BENCH MARK DISC IN THE TOP OF THE CONCRETE LANDING TO
 EW1778'A PEDESTRIAN SUBWAY, 6 FEET SOUTH OF THE SOUTH CURB LINE OF
 EW1778'OHIO AVENUE, 45 FEET WEST OF THE WEST PROPERTY LINE OF SALTAIR
 EW1778'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1789 ***********************************************************************
 EW1789  DESIGNATION -  14 00050 C OF LA
 EW1789  PID         -  EW1789
 EW1789  STATE/COUNTY-  CA/LOS ANGELES
 EW1789  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1789
 EW1789                         *CURRENT SURVEY CONTROL
 EW1789  ___________________________________________________________________
 EW1789* NAD 83(1986)-  34 02 26.     (N)    118 27 47.     (W)     SCALED    
 EW1789* NAVD 88     -        64.90   (+/-2cm)     212.9    (feet)  VERTCON   
 EW1789  ___________________________________________________________________
 EW1789  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EW1789  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1789
 EW1789.The horizontal coordinates were scaled from a topographic map and have
 EW1789.an estimated accuracy of +/- 6 seconds.
 EW1789
 EW1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1789.The vertical order pertains to the NGVD 29 superseded value.
 EW1789
 EW1789.The geoid height was determined by GEOID03.
 EW1789
 EW1789;                    North         East    Units  Estimated Accuracy
 EW1789;SPC CA 5     -   560,060.    1,957,240.      MT  (+/- 180 meters Scaled)
 EW1789
 EW1789                          SUPERSEDED SURVEY CONTROL
 EW1789
 EW1789  NGVD 29 (??/??/92)   64.136  (m)          210.42   (f) ADJ UNCH    1 1
 EW1789
 EW1789.Superseded values are not recommended for survey control.
 EW1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1789.See file dsdata.txt to determine how the superseded data were derived.
 EW1789
 EW1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT649676(NAD 83)
 EW1789_MARKER: S = SPIKE
 EW1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1789_SP_SET: CURB
 EW1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1789
 EW1789  HISTORY     - Date     Condition        Report By
 EW1789  HISTORY     - UNK      MONUMENTED       CA1980
 EW1789  HISTORY     - 1968     GOOD             CA1980
 EW1789
 EW1789                          STATION DESCRIPTION
 EW1789
 EW1789'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1789'AT LOS ANGELES.
 EW1789'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 8 FEET
 EW1789'WEST OF THE WEST PROPERTY LINE OF BUNDY DRIVE, EAST END OF A
 EW1789'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1790 ***********************************************************************
 EW1790  DESIGNATION -  14 00055 C OF LA
 EW1790  PID         -  EW1790
 EW1790  STATE/COUNTY-  CA/LOS ANGELES
 EW1790  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1790
 EW1790                         *CURRENT SURVEY CONTROL
 EW1790  ___________________________________________________________________
 EW1790* NAD 83(1986)-  34 02 22.     (N)    118 27 55.     (W)     SCALED    
 EW1790* NAVD 88     -        64.80   (+/-2cm)     212.6    (feet)  VERTCON   
 EW1790  ___________________________________________________________________
 EW1790  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW1790  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1790
 EW1790.The horizontal coordinates were scaled from a topographic map and have
 EW1790.an estimated accuracy of +/- 6 seconds.
 EW1790
 EW1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1790.The vertical order pertains to the NGVD 29 superseded value.
 EW1790
 EW1790.The geoid height was determined by GEOID03.
 EW1790
 EW1790;                    North         East    Units  Estimated Accuracy
 EW1790;SPC CA 5     -   559,940.    1,957,040.      MT  (+/- 180 meters Scaled)
 EW1790
 EW1790                          SUPERSEDED SURVEY CONTROL
 EW1790
 EW1790  NGVD 29 (??/??/92)   64.037  (m)          210.09   (f) ADJ UNCH    1 1
 EW1790
 EW1790.Superseded values are not recommended for survey control.
 EW1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1790.See file dsdata.txt to determine how the superseded data were derived.
 EW1790
 EW1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT647674(NAD 83)
 EW1790_MARKER: S = SPIKE
 EW1790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1790_SP_SET: CURB
 EW1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1790
 EW1790  HISTORY     - Date     Condition        Report By
 EW1790  HISTORY     - UNK      MONUMENTED       CA1980
 EW1790  HISTORY     - 1968     GOOD             CA1980
 EW1790
 EW1790                          STATION DESCRIPTION
 EW1790
 EW1790'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1790'AT LOS ANGELES.
 EW1790'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 2.2 FEET
 EW1790'WEST OF THE BEGINNING OF CURB RETURN EAST OF WELLESLEY AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1791 ***********************************************************************
 EW1791  DESIGNATION -  14 00060 C OF LA
 EW1791  PID         -  EW1791
 EW1791  STATE/COUNTY-  CA/LOS ANGELES
 EW1791  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1791
 EW1791                         *CURRENT SURVEY CONTROL
 EW1791  ___________________________________________________________________
 EW1791* NAD 83(1986)-  34 02 20.     (N)    118 28 03.     (W)     SCALED    
 EW1791* NAVD 88     -        62.69   (+/-2cm)     205.7    (feet)  VERTCON   
 EW1791  ___________________________________________________________________
 EW1791  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 EW1791  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1791
 EW1791.The horizontal coordinates were scaled from a topographic map and have
 EW1791.an estimated accuracy of +/- 6 seconds.
 EW1791
 EW1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1791.The vertical order pertains to the NGVD 29 superseded value.
 EW1791
 EW1791.The geoid height was determined by GEOID03.
 EW1791
 EW1791;                    North         East    Units  Estimated Accuracy
 EW1791;SPC CA 5     -   559,880.    1,956,830.      MT  (+/- 180 meters Scaled)
 EW1791
 EW1791                          SUPERSEDED SURVEY CONTROL
 EW1791
 EW1791  NGVD 29 (??/??/92)   61.930  (m)          203.18   (f) ADJ UNCH    1 1
 EW1791
 EW1791.Superseded values are not recommended for survey control.
 EW1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1791.See file dsdata.txt to determine how the superseded data were derived.
 EW1791
 EW1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645674(NAD 83)
 EW1791_MARKER: DD = SURVEY DISK
 EW1791_SETTING: 0 = UNSPECIFIED SETTING
 EW1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1791
 EW1791  HISTORY     - Date     Condition        Report By
 EW1791  HISTORY     - UNK      MONUMENTED       CA1980
 EW1791  HISTORY     - 1968     GOOD             CA1980
 EW1791
 EW1791                          STATION DESCRIPTION
 EW1791
 EW1791'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1791'AT LOS ANGELES.
 EW1791'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 EW1791'SANTA MONICA BOULEVARD AND CENTINELA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1809 ***********************************************************************
 EW1809  DESIGNATION -  14 00069 C OF LA
 EW1809  PID         -  EW1809
 EW1809  STATE/COUNTY-  CA/LOS ANGELES
 EW1809  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1809
 EW1809                         *CURRENT SURVEY CONTROL
 EW1809  ___________________________________________________________________
 EW1809* NAD 83(1986)-  34 02 09.     (N)    118 28 14.     (W)     SCALED    
 EW1809* NAVD 88     -        57.00   (+/-2cm)     187.0    (feet)  VERTCON   
 EW1809  ___________________________________________________________________
 EW1809  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW1809  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1809
 EW1809.The horizontal coordinates were scaled from a topographic map and have
 EW1809.an estimated accuracy of +/- 6 seconds.
 EW1809
 EW1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1809.The vertical order pertains to the NGVD 29 superseded value.
 EW1809
 EW1809.The geoid height was determined by GEOID03.
 EW1809
 EW1809;                    North         East    Units  Estimated Accuracy
 EW1809;SPC CA 5     -   559,540.    1,956,550.      MT  (+/- 180 meters Scaled)
 EW1809
 EW1809                          SUPERSEDED SURVEY CONTROL
 EW1809
 EW1809  NGVD 29 (??/??/92)   56.24   (m)          184.5    (f) COMPUTED    1 1
 EW1809
 EW1809.Superseded values are not recommended for survey control.
 EW1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1809.See file dsdata.txt to determine how the superseded data were derived.
 EW1809
 EW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642671(NAD 83)
 EW1809_MARKER: S = SPIKE
 EW1809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1809_SP_SET: CURB
 EW1809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1809
 EW1809  HISTORY     - Date     Condition        Report By
 EW1809  HISTORY     - UNK      MONUMENTED       CA1980
 EW1809  HISTORY     - 1968     GOOD             CA1980
 EW1809
 EW1809                          STATION DESCRIPTION
 EW1809
 EW1809'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1809'AT SANTA MONICA.
 EW1809'WIRE SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD, 9 FEET
 EW1809'EAST OF THE EAST PROPERTY LINE OF STANFORD STREET, WEST END
 EW1809'OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1810 ***********************************************************************
 EW1810  DESIGNATION -  14 00090 C OF LA
 EW1810  PID         -  EW1810
 EW1810  STATE/COUNTY-  CA/LOS ANGELES
 EW1810  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1810
 EW1810                         *CURRENT SURVEY CONTROL
 EW1810  ___________________________________________________________________
 EW1810* NAD 83(1986)-  34 01 52.     (N)    118 28 37.     (W)     SCALED    
 EW1810* NAVD 88     -        47.18   (+/-2cm)     154.8    (feet)  VERTCON   
 EW1810  ___________________________________________________________________
 EW1810  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EW1810  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1810
 EW1810.The horizontal coordinates were scaled from a topographic map and have
 EW1810.an estimated accuracy of +/- 6 seconds.
 EW1810
 EW1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1810.The vertical order pertains to the NGVD 29 superseded value.
 EW1810
 EW1810.The geoid height was determined by GEOID03.
 EW1810
 EW1810;                    North         East    Units  Estimated Accuracy
 EW1810;SPC CA 5     -   559,020.    1,955,950.      MT  (+/- 180 meters Scaled)
 EW1810
 EW1810                          SUPERSEDED SURVEY CONTROL
 EW1810
 EW1810  NGVD 29 (??/??/92)   46.41   (m)          152.3    (f) COMPUTED    1 1
 EW1810
 EW1810.Superseded values are not recommended for survey control.
 EW1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1810.See file dsdata.txt to determine how the superseded data were derived.
 EW1810
 EW1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT636665(NAD 83)
 EW1810_MARKER: S = SPIKE
 EW1810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1810_SP_SET: CURB
 EW1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1810
 EW1810  HISTORY     - Date     Condition        Report By
 EW1810  HISTORY     - UNK      MONUMENTED       CA1980
 EW1810  HISTORY     - 1968     GOOD             CA1980
 EW1810
 EW1810                          STATION DESCRIPTION
 EW1810
 EW1810'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1810'AT SANTA MONICA.
 EW1810'GALVANIZED SPIKE IN THE WEST CURB OF CLOVERFIELD BOULEVARD,
 EW1810'0.5 OF A FOOT SOUTH OF THE BEGINNING OF RETURN SOUTH OF SANTA
 EW1810'MONICA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1811 ***********************************************************************
 EW1811  DESIGNATION -  14 00110 C OF LA
 EW1811  PID         -  EW1811
 EW1811  STATE/COUNTY-  CA/LOS ANGELES
 EW1811  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1811
 EW1811                         *CURRENT SURVEY CONTROL
 EW1811  ___________________________________________________________________
 EW1811* NAD 83(1986)-  34 01 30.     (N)    118 29 06.     (W)     SCALED    
 EW1811* NAVD 88     -        41.13   (+/-2cm)     134.9    (feet)  VERTCON   
 EW1811  ___________________________________________________________________
 EW1811  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 EW1811  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1811
 EW1811.The horizontal coordinates were scaled from a topographic map and have
 EW1811.an estimated accuracy of +/- 6 seconds.
 EW1811
 EW1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1811.The vertical order pertains to the NGVD 29 superseded value.
 EW1811
 EW1811.The geoid height was determined by GEOID03.
 EW1811
 EW1811;                    North         East    Units  Estimated Accuracy
 EW1811;SPC CA 5     -   558,340.    1,955,210.      MT  (+/- 180 meters Scaled)
 EW1811
 EW1811                          SUPERSEDED SURVEY CONTROL
 EW1811
 EW1811  NGVD 29 (??/??/92)   40.37   (m)          132.4    (f) COMPUTED    1 1
 EW1811
 EW1811.Superseded values are not recommended for survey control.
 EW1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1811.See file dsdata.txt to determine how the superseded data were derived.
 EW1811
 EW1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT628659(NAD 83)
 EW1811_MARKER: S = SPIKE
 EW1811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1811_SP_SET: CURB
 EW1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1811
 EW1811  HISTORY     - Date     Condition        Report By
 EW1811  HISTORY     - UNK      MONUMENTED       CA1980
 EW1811  HISTORY     - 1968     GOOD             CA1980
 EW1811
 EW1811                          STATION DESCRIPTION
 EW1811
 EW1811'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1811'AT SANTA MONICA.
 EW1811'GALVANIZED SPIKE IN THE NORTH CURB OF SANTA MONICA BOULEVARD,
 EW1811'0.5 OF A FOOT WEST OF THE WEST PROPERTY LINE OF 15TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1579 ***********************************************************************
 EW1579  DESIGNATION -  14 00128 C OF LA
 EW1579  PID         -  EW1579
 EW1579  STATE/COUNTY-  CA/LOS ANGELES
 EW1579  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1579
 EW1579                         *CURRENT SURVEY CONTROL
 EW1579  ___________________________________________________________________
 EW1579* NAD 83(1986)-  34 01 10.     (N)    118 29 29.     (W)     SCALED    
 EW1579* NAVD 88     -        32.55   (+/-2cm)     106.8    (feet)  VERTCON   
 EW1579  ___________________________________________________________________
 EW1579  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EW1579  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1579
 EW1579.The horizontal coordinates were scaled from a topographic map and have
 EW1579.an estimated accuracy of +/- 6 seconds.
 EW1579
 EW1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1579.The vertical order pertains to the NGVD 29 superseded value.
 EW1579
 EW1579.The geoid height was determined by GEOID03.
 EW1579
 EW1579;                    North         East    Units  Estimated Accuracy
 EW1579;SPC CA 5     -   557,730.    1,954,610.      MT  (+/- 180 meters Scaled)
 EW1579
 EW1579                          SUPERSEDED SURVEY CONTROL
 EW1579
 EW1579  NGVD 29 (??/??/92)   31.79   (m)          104.3    (f) COMPUTED    1 1
 EW1579
 EW1579.Superseded values are not recommended for survey control.
 EW1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1579.See file dsdata.txt to determine how the superseded data were derived.
 EW1579
 EW1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT622653(NAD 83)
 EW1579_MARKER: DD = SURVEY DISK
 EW1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1579_SP_SET: CATCH BASIN
 EW1579_STAMPING: 14-00128 1973
 EW1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1579
 EW1579  HISTORY     - Date     Condition        Report By
 EW1579  HISTORY     - 1973     MONUMENTED       CA1980
 EW1579
 EW1579                          STATION DESCRIPTION
 EW1579
 EW1579'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW1579'IN LOS ANGELES.
 EW1579'CITY OF L.A. SURVEY PRECISE BENCH MARK STAMPED 14-00128 1973, 2 FEET
 EW1579'EAST OF EAST CURB LINE OF LINCOLLN BLVD., 10.5 FEET NORTH OF BOX CULVE
 EW1579'CURB RETURN NORTH OF SANTA MONICA BLVD., IN NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1812 ***********************************************************************
 EW1812  DESIGNATION -  14 00130 C OF LA
 EW1812  PID         -  EW1812
 EW1812  STATE/COUNTY-  CA/LOS ANGELES
 EW1812  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1812
 EW1812                         *CURRENT SURVEY CONTROL
 EW1812  ___________________________________________________________________
 EW1812* NAD 83(1986)-  34 01 11.     (N)    118 29 29.     (W)     SCALED    
 EW1812* NAVD 88     -        31.57   (+/-2cm)     103.6    (feet)  VERTCON   
 EW1812  ___________________________________________________________________
 EW1812  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EW1812  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1812
 EW1812.The horizontal coordinates were scaled from a topographic map and have
 EW1812.an estimated accuracy of +/- 6 seconds.
 EW1812
 EW1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1812.The vertical order pertains to the NGVD 29 superseded value.
 EW1812
 EW1812.The geoid height was determined by GEOID03.
 EW1812
 EW1812;                    North         East    Units  Estimated Accuracy
 EW1812;SPC CA 5     -   557,760.    1,954,610.      MT  (+/- 180 meters Scaled)
 EW1812
 EW1812                          SUPERSEDED SURVEY CONTROL
 EW1812
 EW1812  NGVD 29 (??/??/92)   30.81   (m)          101.1    (f) COMPUTED    1 2
 EW1812
 EW1812.Superseded values are not recommended for survey control.
 EW1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1812.See file dsdata.txt to determine how the superseded data were derived.
 EW1812
 EW1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT622653(NAD 83)
 EW1812_MARKER: S = SPIKE
 EW1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1812_SP_SET: CURB
 EW1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1812
 EW1812  HISTORY     - Date     Condition        Report By
 EW1812  HISTORY     - UNK      MONUMENTED       CA1980
 EW1812  HISTORY     - 1968     GOOD             CA1980
 EW1812
 EW1812                          STATION DESCRIPTION
 EW1812
 EW1812'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1812'AT SANTA MONICA.
 EW1812'GALVANIZED SPIKE IN THE WEST CURB OF LINCOLN BOULEVARD,
 EW1812'0.6 OF A FOOT SOUTH OF THE SOUTH PROPERTY LINE OF SANTA MONICA
 EW1812'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4003 ***********************************************************************
 EW4003  DESIGNATION -  14 03850 C OF LA
 EW4003  PID         -  EW4003
 EW4003  STATE/COUNTY-  CA/LOS ANGELES
 EW4003  USGS QUAD   -  TOPANGA (1991)
 EW4003
 EW4003                         *CURRENT SURVEY CONTROL
 EW4003  ___________________________________________________________________
 EW4003* NAD 83(1986)-  34 02 31.     (N)    118 34 03.     (W)     SCALED    
 EW4003* NAVD 88     -         6.91   (+/-2cm)      22.7    (feet)  VERTCON   
 EW4003  ___________________________________________________________________
 EW4003  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW4003  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4003
 EW4003.The horizontal coordinates were scaled from a topographic map and have
 EW4003.an estimated accuracy of +/- 6 seconds.
 EW4003
 EW4003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4003.The vertical order pertains to the NGVD 29 superseded value.
 EW4003
 EW4003.The geoid height was determined by GEOID03.
 EW4003
 EW4003;                    North         East    Units  Estimated Accuracy
 EW4003;SPC CA 5     -   560,260.    1,947,600.      MT  (+/- 180 meters Scaled)
 EW4003
 EW4003                          SUPERSEDED SURVEY CONTROL
 EW4003
 EW4003  NGVD 29 (??/??/92)    6.135  (m)           20.13   (f) ADJ UNCH    1 1
 EW4003
 EW4003.Superseded values are not recommended for survey control.
 EW4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4003.See file dsdata.txt to determine how the superseded data were derived.
 EW4003
 EW4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT553679(NAD 83)
 EW4003_MARKER: Z = SEE DESCRIPTION
 EW4003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4003_SP_SET: WELL
 EW4003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4003
 EW4003  HISTORY     - Date     Condition        Report By
 EW4003  HISTORY     - UNK      MONUMENTED       CA1980
 EW4003  HISTORY     - 1968     GOOD             CA1980
 EW4003
 EW4003                          STATION DESCRIPTION
 EW4003
 EW4003'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4003'4.8 MI NW FROM SANTA MONICA.
 EW4003'4.8 MILES NW OF CITY HALL IN SANTA MONICA, PACIFIC COAST HIGHWAY,
 EW4003'AND THE J. PAUL GETTY MUSEUM, OPPOSITE NO 18002 PACIFIC COAST
 EW4003'HIGHWAY OR TEDS RANCHO RESTAURANT IN 1960, 52.5 FEET SE OF THE
 EW4003'W END OF A ROCK WALL, 37.3 FEET SW OF A CUT SPIKE IN A CATCH
 EW4003'BASIN AT THE NORTH CURB OF THE HIGHWAY.  SET ABOUT 18 INCHES
 EW4003'BELOW THE PAVEMENT ON THE CENTER LINE OF THE HIGHWAY, IN A WELL,
 EW4003'UNDER A CAST IRON COVER MARKED CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1716 ***********************************************************************
 AE1716  DESIGNATION -  14 04385
 AE1716  PID         -  AE1716
 AE1716  STATE/COUNTY-  CA/LOS ANGELES
 AE1716  USGS QUAD   -  BEVERLY HILLS (1995)
 AE1716
 AE1716                         *CURRENT SURVEY CONTROL
 AE1716  ___________________________________________________________________
 AE1716* NAD 83(1986)-  34 05 07.     (N)    118 28 30.     (W)     SCALED    
 AE1716* NAVD 88     -       189.879  (meters)     622.96   (feet)  ADJUSTED  
 AE1716  ___________________________________________________________________
 AE1716  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AE1716  DYNAMIC HT  -         189.681 (meters)     622.31  (feet)  COMP
 AE1716  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 AE1716
 AE1716  VERT ORDER  -  FIRST     CLASS II
 AE1716
 AE1716.The horizontal coordinates were scaled from a topographic map and have
 AE1716.an estimated accuracy of +/- 6 seconds.
 AE1716
 AE1716.The orthometric height was determined by differential leveling
 AE1716.and adjusted in October 1997.
 AE1716
 AE1716.The geoid height was determined by GEOID03.
 AE1716
 AE1716.The dynamic height is computed by dividing the NAVD 88
 AE1716.geopotential number by the normal gravity value computed on the
 AE1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1716.degrees latitude (g = 980.6199 gals.).
 AE1716
 AE1716.The modeled gravity was interpolated from observed gravity values.
 AE1716
 AE1716;                    North         East    Units  Estimated Accuracy
 AE1716;SPC CA 5     -   565,030.    1,956,160.      MT  (+/- 180 meters Scaled)
 AE1716
 AE1716                          SUPERSEDED SURVEY CONTROL
 AE1716
 AE1716.No superseded survey control is available for this station.
 AE1716
 AE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639725(NAD 83)
 AE1716_MARKER: DB = BENCH MARK DISK
 AE1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1716_SP_SET: CATCH BASIN
 AE1716_STAMPING: 1968 PBM 14-04385
 AE1716_MARK LOGO: CA1980
 AE1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1716+STABILITY: SURFACE MOTION
 AE1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1716+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AE1716
 AE1716  HISTORY     - Date     Condition        Report By
 AE1716  HISTORY     - 1968     MONUMENTED       CA1980
 AE1716  HISTORY     - 19960717 GOOD             MWDSC
 AE1716
 AE1716                          STATION DESCRIPTION
 AE1716
 AE1716'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1716'LOS ANGELES, CA, FROM 101 FWY GO 4.5 MI (7.2 KM) SOUTH ON 405 FWY TO
 AE1716'SEPULVEDA BLVD OFF RAMP, GO 0.7 MI (1.1 KM) EAST ON SEPULVEDA BLVD TO
 AE1716'BEL TERRACE.  MONUMENT IS ON THE NORTHEASTERLY QUADRANT OF SEPULVEDA
 AE1716'AND BEL TERRACE INTERSECTION, 19 FT (5.8 M) NORTH OF BEL TERR, 4 FT
 AE1716'(1.2 M) EAST OF FIRE HYDRANT.  FOUND A 1.5 INCH BRASS DISK FLUSH ON
 AE1716'WESTERLY END OF 4 FT (1.2 M) BY 11 FT (3.4 M) CATCH BASIN STAMPED CITY
 AE1716'OF LA SURVEY 1968 PBM 14-04385.  REF MWD FB 4034 01 064.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1714 ***********************************************************************
 AE1714  DESIGNATION -  14 04495
 AE1714  PID         -  AE1714
 AE1714  STATE/COUNTY-  CA/LOS ANGELES
 AE1714  USGS QUAD   -  BEVERLY HILLS (1995)
 AE1714
 AE1714                         *CURRENT SURVEY CONTROL
 AE1714  ___________________________________________________________________
 AE1714* NAD 83(1986)-  34 05 48.     (N)    118 28 43.     (W)     SCALED    
 AE1714* NAVD 88     -       227.191  (meters)     745.38   (feet)  ADJUSTED  
 AE1714  ___________________________________________________________________
 AE1714  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AE1714  DYNAMIC HT  -         226.952 (meters)     744.59  (feet)  COMP
 AE1714  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 AE1714
 AE1714  VERT ORDER  -  FIRST     CLASS II
 AE1714
 AE1714.The horizontal coordinates were scaled from a topographic map and have
 AE1714.an estimated accuracy of +/- 6 seconds.
 AE1714
 AE1714.The orthometric height was determined by differential leveling
 AE1714.and adjusted in October 1997.
 AE1714
 AE1714.The geoid height was determined by GEOID03.
 AE1714
 AE1714.The dynamic height is computed by dividing the NAVD 88
 AE1714.geopotential number by the normal gravity value computed on the
 AE1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1714.degrees latitude (g = 980.6199 gals.).
 AE1714
 AE1714.The modeled gravity was interpolated from observed gravity values.
 AE1714
 AE1714;                    North         East    Units  Estimated Accuracy
 AE1714;SPC CA 5     -   566,290.    1,955,840.      MT  (+/- 180 meters Scaled)
 AE1714
 AE1714                          SUPERSEDED SURVEY CONTROL
 AE1714
 AE1714.No superseded survey control is available for this station.
 AE1714
 AE1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT636738(NAD 83)
 AE1714_MARKER: DB = BENCH MARK DISK
 AE1714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1714_SP_SET: PAD
 AE1714_MARK LOGO: CA-037
 AE1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1714+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AE1714
 AE1714  HISTORY     - Date     Condition        Report By
 AE1714  HISTORY     - UNK      MONUMENTED       CA-037
 AE1714  HISTORY     - 19960717 GOOD             MWDSC
 AE1714  HISTORY     - 20070714 GOOD             GEOCAC
 AE1714
 AE1714                          STATION DESCRIPTION
 AE1714
 AE1714'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1714'LOS ANGELES, CA, FROM 101 FWY GO SOUTH ON 405 FWY TO SEPULVEDA BLVD,
 AE1714'EXIT AND MONUMENT FALLS DIRECTLY ACROSS THE BLVD FROM THE OFF RAMP, ON
 AE1714'THE SOUTHERLY SIDE OF THE BLVD, 36 FT (11.0 M) SOUTH OF PHYSICAL
 AE1714'CENTERLINE OF THE BLVD, 4.5 FT (1.4 M) SOUTH OF AC BERM, 10.5 FT (3.2
 AE1714'M) EAST OF PP 107193M, 44 FT (13.4 M) NORTH OF ANGLE POINT OF CHAIN
 AE1714'LINK FENCE, 26.7 FT (8.1 M) WEST OF STREET LIGHT.  FOUND 3.5 INCH
 AE1714'BRASS CAP STAMPED LA DEPT OF PUBLIC WORKS BENCHMARK AT THE NORTHWEST
 AE1714'CORNER OF 6 FT (1.8 M) BY 9 FT (2.7 M) CONCRETE PAD.  REF MWD FB 4034
 AE1714'01 061.
 AE1714
 AE1714                          STATION RECOVERY (2007)
 AE1714
 AE1714'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 AE1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1709 ***********************************************************************
 AE1709  DESIGNATION -  14 04660
 AE1709  PID         -  AE1709
 AE1709  STATE/COUNTY-  CA/LOS ANGELES
 AE1709  USGS QUAD   -  BEVERLY HILLS (1995)
 AE1709
 AE1709                         *CURRENT SURVEY CONTROL
 AE1709  ___________________________________________________________________
 AE1709* NAD 83(1986)-  34 06 56.     (N)    118 29 01.     (W)     SCALED    
 AE1709* NAVD 88     -       284.709  (meters)     934.08   (feet)  ADJUSTED  
 AE1709  ___________________________________________________________________
 AE1709  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AE1709  DYNAMIC HT  -         284.405 (meters)     933.09  (feet)  COMP
 AE1709  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 AE1709
 AE1709  VERT ORDER  -  FIRST     CLASS II
 AE1709
 AE1709.The horizontal coordinates were scaled from a topographic map and have
 AE1709.an estimated accuracy of +/- 6 seconds.
 AE1709
 AE1709.The orthometric height was determined by differential leveling
 AE1709.and adjusted in October 1997.
 AE1709
 AE1709.The geoid height was determined by GEOID03.
 AE1709
 AE1709.The dynamic height is computed by dividing the NAVD 88
 AE1709.geopotential number by the normal gravity value computed on the
 AE1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1709.degrees latitude (g = 980.6199 gals.).
 AE1709
 AE1709.The modeled gravity was interpolated from observed gravity values.
 AE1709
 AE1709;                    North         East    Units  Estimated Accuracy
 AE1709;SPC CA 5     -   568,390.    1,955,380.      MT  (+/- 180 meters Scaled)
 AE1709
 AE1709                          SUPERSEDED SURVEY CONTROL
 AE1709
 AE1709.No superseded survey control is available for this station.
 AE1709
 AE1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT631759(NAD 83)
 AE1709_MARKER: S = SPIKE
 AE1709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1709_SP_SET: CURB
 AE1709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1709+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AE1709
 AE1709  HISTORY     - Date     Condition        Report By
 AE1709  HISTORY     - UNK      MONUMENTED
 AE1709  HISTORY     - 19960105 GOOD             MWDSC
 AE1709
 AE1709                          STATION DESCRIPTION
 AE1709
 AE1709'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1709'LOS ANGELES, CA, FROM 101 FWY GO 2.0 MI (3.2 KM) SOUTH ON 405 FWY TO
 AE1709'SKIRBALL CENTER DR.  GO WEST ON SKIRBALL CENTER DR, THENCE 0.5 MI (0.8
 AE1709'KM) SOUTH ON SEPULVEDA BLVD TO MOUNTAINGATE DR.  MONUMENT IS ON THE
 AE1709'NORTHWEST CORNER OF THE INTERSECTION OF SEPULVEDA BLVD AND
 AE1709'MOUNTAINGATE DR, 50 FT (15.2 M) WEST OF CENTERLINE OF BLVD, 4.8 FT
 AE1709'(1.5 M) NORTH OF TRAFFIC LIGHT POST, 80 FT (24.4 M) SOUTH OF PP
 AE1709'15-1493-S-3, ON SOUTHEAST CORNER OF 4.7 FT (1.4 M) BY 15.2 FT (4.6 M)
 AE1709'CATCH BASIN.  FOUND 0.5 INCH WIRE SPIKE SET IN LEAD FLUSH WITH TOP OF
 AE1709'CONCRETE CURB.  REF MWD FB 4034 01 055.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1708 ***********************************************************************
 AE1708  DESIGNATION -  14 04669
 AE1708  PID         -  AE1708
 AE1708  STATE/COUNTY-  CA/LOS ANGELES
 AE1708  USGS QUAD   -  BEVERLY HILLS (1995)
 AE1708
 AE1708                         *CURRENT SURVEY CONTROL
 AE1708  ___________________________________________________________________
 AE1708* NAD 83(1986)-  34 07 06.     (N)    118 28 59.     (W)     SCALED    
 AE1708* NAVD 88     -       293.402  (meters)     962.60   (feet)  ADJUSTED  
 AE1708  ___________________________________________________________________
 AE1708  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AE1708  DYNAMIC HT  -         293.088 (meters)     961.57  (feet)  COMP
 AE1708  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 AE1708
 AE1708  VERT ORDER  -  FIRST     CLASS II
 AE1708
 AE1708.The horizontal coordinates were scaled from a topographic map and have
 AE1708.an estimated accuracy of +/- 6 seconds.
 AE1708
 AE1708.The orthometric height was determined by differential leveling
 AE1708.and adjusted in October 1997.
 AE1708
 AE1708.The geoid height was determined by GEOID03.
 AE1708
 AE1708.The dynamic height is computed by dividing the NAVD 88
 AE1708.geopotential number by the normal gravity value computed on the
 AE1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1708.degrees latitude (g = 980.6199 gals.).
 AE1708
 AE1708.The modeled gravity was interpolated from observed gravity values.
 AE1708
 AE1708;                    North         East    Units  Estimated Accuracy
 AE1708;SPC CA 5     -   568,700.    1,955,440.      MT  (+/- 180 meters Scaled)
 AE1708
 AE1708                          SUPERSEDED SURVEY CONTROL
 AE1708
 AE1708.No superseded survey control is available for this station.
 AE1708
 AE1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632762(NAD 83)
 AE1708_MARKER: DD = SURVEY DISK
 AE1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1708_SP_SET: CATCH BASIN
 AE1708_STAMPING: CITY OF LA SURVEY 14-04669 PBM 1986
 AE1708_MARK LOGO: CA1980
 AE1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1708+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AE1708
 AE1708  HISTORY     - Date     Condition        Report By
 AE1708  HISTORY     - 1986     MONUMENTED       CA1980
 AE1708  HISTORY     - 19960105 GOOD             MWDSC
 AE1708
 AE1708                          STATION DESCRIPTION
 AE1708
 AE1708'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1708'LOS ANGELES, CA, FROM 101 FWY GO 2.0 MI (3.2 KM) SOUTH ON 405 FWY TO
 AE1708'SKIRBALL CENTER DR.  GO WEST ON SKIRBALL CENTER DR.  THENCE GO 0.3 MI
 AE1708'(0.5 KM) SOUTH ON SEPULVEDA BLVD TO MONUMENT, ON EAST SIDE OF
 AE1708'SEPULVEDA BLVD, 33 FT (10.1 M) EAST OF CENTERLINE, 28 FT (8.5 M) WEST
 AE1708'OF 5 FT (1.5 M) BARB WIRE FENCE, 22 FT (6.7 M) SOUTH OF NORTHEAST
 AE1708'CORNER OF CATCH BASIN, SOUTHEASTERLY OF A 2 FT (0.6 M) DIA IRON COVER.
 AE1708'FOUND A 1.5 INCH BRASS CAP STAMPED 14-04669 PBM 1986 SET IN CONCRETE
 AE1708'SLAB OF 4.5 FT (1.4 M) BY 22 FT (6.7 M) CATCH BASIN AT SOUTHEAST
 AE1708'CORNER OF BASIN AND 4.2 FT (1.3 M) SET BACK FROM FACE OF ROUND CURB.
 AE1708'REF MWD FB 4034 01 054.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7919 ***********************************************************************
 DJ7919  DESIGNATION -  14 05031
 DJ7919  PID         -  DJ7919
 DJ7919  STATE/COUNTY-  CA/LOS ANGELES
 DJ7919  USGS QUAD   -  VAN NUYS (1972)
 DJ7919
 DJ7919                         *CURRENT SURVEY CONTROL
 DJ7919  ___________________________________________________________________
 DJ7919* NAD 83(1986)-  34 07 51.     (N)    118 29 31.     (W)     SCALED    
 DJ7919* NAVD 88     -       411.632  (meters)    1350.50   (feet)  ADJUSTED  
 DJ7919  ___________________________________________________________________
 DJ7919  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DJ7919  DYNAMIC HT  -         411.190 (meters)    1349.05  (feet)  COMP
 DJ7919  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 DJ7919
 DJ7919  VERT ORDER  -  SECOND    CLASS II
 DJ7919
 DJ7919.The horizontal coordinates were scaled from a topographic map and have
 DJ7919.an estimated accuracy of +/- 6 seconds.
 DJ7919
 DJ7919.The orthometric height was determined by differential leveling
 DJ7919.and adjusted in February 2008.
 DJ7919.No vertical observational check was made to the station.
 DJ7919
 DJ7919.The geoid height was determined by GEOID03.
 DJ7919
 DJ7919.The dynamic height is computed by dividing the NAVD 88
 DJ7919.geopotential number by the normal gravity value computed on the
 DJ7919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7919.degrees latitude (g = 980.6199 gals.).
 DJ7919
 DJ7919.The modeled gravity was interpolated from observed gravity values.
 DJ7919
 DJ7919;                    North         East    Units  Estimated Accuracy
 DJ7919;SPC CA 5     -   570,090.    1,954,620.      MT  (+/- 180 meters Scaled)
 DJ7919
 DJ7919                          SUPERSEDED SURVEY CONTROL
 DJ7919
 DJ7919.No superseded survey control is available for this station.
 DJ7919
 DJ7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT624776(NAD 83)
 DJ7919_MARKER: DD = SURVEY DISK
 DJ7919_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7919_SP_SET: CURB
 DJ7919_STAMPING: 14-05031 LACE PRECISE BENCH 2000 ADJ
 DJ7919_MARK LOGO: CA1980
 DJ7919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7919
 DJ7919  HISTORY     - Date     Condition        Report By
 DJ7919  HISTORY     - UNK      MONUMENTED       CA1980
 DJ7919  HISTORY     - 20060217 GOOD             CA1980
 DJ7919
 DJ7919                          STATION DESCRIPTION
 DJ7919
 DJ7919'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DJ7919'THE MARK IS LOCATED IN LOS ANGELES COUNTY CALIFORNIA, WEST OF
 DJ7919'INTERSTATE 405.
 DJ7919' 
 DJ7919'THE MARK IS A BRASS DISK 3.1 M (10.2 FT) SOUTH OF SOUTH CURB OF
 DJ7919'MULHOLLAND DRIVE AND 0.25 M (0.8 FT) EAST OF WEST CURB OF THE DRIVEWAY
 DJ7919'LEADING TO FIRE STATION NUMBER 109 AT 16500 MULHOLLAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7921 ***********************************************************************
 DJ7921  DESIGNATION -  14 06251
 DJ7921  PID         -  DJ7921
 DJ7921  STATE/COUNTY-  CA/LOS ANGELES
 DJ7921  USGS QUAD   -  VAN NUYS (1972)
 DJ7921
 DJ7921                         *CURRENT SURVEY CONTROL
 DJ7921  ___________________________________________________________________
 DJ7921* NAD 83(1986)-  34 07 48.     (N)    118 29 05.     (W)     SCALED    
 DJ7921* NAVD 88     -       398.767  (meters)    1308.29   (feet)  ADJUSTED  
 DJ7921  ___________________________________________________________________
 DJ7921  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DJ7921  DYNAMIC HT  -         398.340 (meters)    1306.89  (feet)  COMP
 DJ7921  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 DJ7921
 DJ7921  VERT ORDER  -  SECOND    CLASS II
 DJ7921
 DJ7921.The horizontal coordinates were scaled from a topographic map and have
 DJ7921.an estimated accuracy of +/- 6 seconds.
 DJ7921
 DJ7921.The orthometric height was determined by differential leveling
 DJ7921.and adjusted in February 2008.
 DJ7921
 DJ7921.The geoid height was determined by GEOID03.
 DJ7921
 DJ7921.The dynamic height is computed by dividing the NAVD 88
 DJ7921.geopotential number by the normal gravity value computed on the
 DJ7921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7921.degrees latitude (g = 980.6199 gals.).
 DJ7921
 DJ7921.The modeled gravity was interpolated from observed gravity values.
 DJ7921
 DJ7921;                    North         East    Units  Estimated Accuracy
 DJ7921;SPC CA 5     -   569,990.    1,955,290.      MT  (+/- 180 meters Scaled)
 DJ7921
 DJ7921                          SUPERSEDED SURVEY CONTROL
 DJ7921
 DJ7921.No superseded survey control is available for this station.
 DJ7921
 DJ7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT630775(NAD 83)
 DJ7921_MARKER: DD = SURVEY DISK
 DJ7921_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7921_SP_SET: CATCH BASIN
 DJ7921_STAMPING: 14-06251 LACE PRECISE BENCH 2000 ADJ
 DJ7921_MARK LOGO: CA1980
 DJ7921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7921
 DJ7921  HISTORY     - Date     Condition        Report By
 DJ7921  HISTORY     - UNK      MONUMENTED       CA1980
 DJ7921  HISTORY     - 20060217 GOOD             CA1980
 DJ7921
 DJ7921                          STATION DESCRIPTION
 DJ7921
 DJ7921'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DJ7921'THE MARK IS WEST OF THE 405 FREEWAY IN LOS ANGELES COUNTY, CALIFORNIA.
 DJ7921'THE MARK CONSIST OF A BRASS DISK IN NORTHWEST CORNER OF A CATCH BASIN,
 DJ7921'1.4 M (4.6 FT) NORTH OF NORTH CURB OF MULHOLLAND DRIVE, 25.2 M (82.7
 DJ7921'FT) WESTERLY FROM POWER POLE NUMBER 580, 4.5 M (14.8 FT) EAST OF
 DJ7921'EASTERLY CURB RETURN OF EAST DRIVEWAY ENTRANCE TO A CHURCH AT 16221
 DJ7921'MULHOLLAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7967 ***********************************************************************
 DJ7967  DESIGNATION -  14 06370
 DJ7967  PID         -  DJ7967
 DJ7967  STATE/COUNTY-  CA/LOS ANGELES
 DJ7967  USGS QUAD   -  CANOGA PARK (1967)
 DJ7967
 DJ7967                         *CURRENT SURVEY CONTROL
 DJ7967  ___________________________________________________________________
 DJ7967* NAD 83(1986)-  34 07 40.     (N)    118 30 09.     (W)     SCALED    
 DJ7967* NAVD 88     -       498.337  (meters)    1634.96   (feet)  ADJUSTED  
 DJ7967  ___________________________________________________________________
 DJ7967  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DJ7967  DYNAMIC HT  -         497.797 (meters)    1633.19  (feet)  COMP
 DJ7967  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 DJ7967
 DJ7967  VERT ORDER  -  SECOND    CLASS II
 DJ7967
 DJ7967.The horizontal coordinates were scaled from a topographic map and have
 DJ7967.an estimated accuracy of +/- 6 seconds.
 DJ7967
 DJ7967.The orthometric height was determined by differential leveling
 DJ7967.and adjusted in February 2008.
 DJ7967.No vertical observational check was made to the station.
 DJ7967
 DJ7967.The geoid height was determined by GEOID03.
 DJ7967
 DJ7967.The dynamic height is computed by dividing the NAVD 88
 DJ7967.geopotential number by the normal gravity value computed on the
 DJ7967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7967.degrees latitude (g = 980.6199 gals.).
 DJ7967
 DJ7967.The modeled gravity was interpolated from observed gravity values.
 DJ7967
 DJ7967;                    North         East    Units  Estimated Accuracy
 DJ7967;SPC CA 5     -   569,750.    1,953,650.      MT  (+/- 180 meters Scaled)
 DJ7967
 DJ7967                          SUPERSEDED SURVEY CONTROL
 DJ7967
 DJ7967.No superseded survey control is available for this station.
 DJ7967
 DJ7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT614773(NAD 83)
 DJ7967_MARKER: DB = BENCH MARK DISK
 DJ7967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7967_SP_SET: SLAB
 DJ7967_STAMPING: LADWP BOE SURVEY NO. 13 I-1
 DJ7967_MARK LOGO: CA1980
 DJ7967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7967
 DJ7967  HISTORY     - Date     Condition        Report By
 DJ7967  HISTORY     - UNK      MONUMENTED       CA-037
 DJ7967  HISTORY     - 20060227 SEE DESCRIPTION  CA1980
 DJ7967
 DJ7967                          STATION DESCRIPTION
 DJ7967
 DJ7967'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DJ7967'THE MARK IS LOCATED IN THE MANDEVILLE CANYON RESERVOIR AREA, WEST OF
 DJ7967'THE 405 FREEWAY, SOUTH OF MULHOLLAND DRIVE, IN LOS ANGELES COUNTY,
 DJ7967'CALIFORNIA.
 DJ7967' 
 DJ7967'THE MARK IS A DISK SET IN THE NORTHWEST CORNER OF A SLAB FOR THE LADWP
 DJ7967'PUMP HOUSE NEAR THE MANDEVILLE CANYON RESERVOIR,
 DJ7967' 
 DJ7967'0.1 M (0.3 FT) SOUTH OF THE STEM WALL, 0.2 M (0.7 FT) EAST OF EDGE OF
 DJ7967'SLAB.
 DJ7967' 
 DJ7967'NOTE--THE DISK HAS BEEN DISTURBED, CURRENT ELEVATION WAS TAKEN ON
 DJ7967'WESTERLY LIP WHICH IS 0.002 M (0.0 FT) HIGHER THAN ITS CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1591 ***********************************************************************
 JT1591  DESIGNATION -  14 1
 JT1591  PID         -  JT1591
 JT1591  STATE/COUNTY-  CA/NAPA
 JT1591  USGS QUAD   -  NAPA (1980)
 JT1591
 JT1591                         *CURRENT SURVEY CONTROL
 JT1591  ___________________________________________________________________
 JT1591* NAD 83(1986)-  38 21 45.     (N)    122 18 46.     (W)     SCALED    
 JT1591* NAVD 88     -        20.93   (+/-2cm)      68.7    (feet)  VERTCON   
 JT1591  ___________________________________________________________________
 JT1591  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JT1591  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1591
 JT1591.The horizontal coordinates were scaled from a topographic map and have
 JT1591.an estimated accuracy of +/- 6 seconds.
 JT1591
 JT1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1591.The vertical order pertains to the NGVD 29 superseded value.
 JT1591
 JT1591.The geoid height was determined by GEOID03.
 JT1591
 JT1591;                    North         East    Units  Estimated Accuracy
 JT1591;SPC CA 2     -   577,290.    1,972,660.      MT  (+/- 180 meters Scaled)
 JT1591
 JT1591                          SUPERSEDED SURVEY CONTROL
 JT1591
 JT1591  NGVD 29 (??/??/92)   20.12   (m)           66.0    (f) COMPUTED    1 1
 JT1591
 JT1591.Superseded values are not recommended for survey control.
 JT1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1591.See file dsdata.txt to determine how the superseded data were derived.
 JT1591
 JT1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH600462(NAD 83)
 JT1591_MARKER: DD = SURVEY DISK
 JT1591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1591_SP_SET: COPPER-CLAD STEEL ROD
 JT1591_STAMPING: 14 1 C OF N
 JT1591_MARK LOGO: CA2330
 JT1591_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1591
 JT1591  HISTORY     - Date     Condition        Report By
 JT1591  HISTORY     - 1972     MONUMENTED       CA2330
 JT1591
 JT1591                          STATION DESCRIPTION
 JT1591
 JT1591'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1591'5.2 MI (8.4 KM) NORTH FROM THE COUNTY COURTHOUSE AT NAPA, ON BIG RANCH
 JT1591'ROAD, IN THE ASPHALT PART OF ROAD, 80.5 FT (24.5 M) NORTH OF THE
 JT1591'CENTERLINE OF THE SECTION OF OAK KNOLL AVENUE EAST OF BIG RANCH ROAD,
 JT1591'5.7 FT (1.7 M) WEST OF CENTERLINE OF BIG RANCH ROAD, 63.6 FT
 JT1591'(19.4 M) SOUTHWEST FROM POWER POLE, 0.5 FT (0.2 M) BELOW TOP OF 10
 JT1591'INCH DIAMETER MONUMENT BOX SET FLUSH WITH PAVEMENT, WITH THE WORD
 JT1591'MONUMENT CAST IN COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD
 JT1591'STEEL ROD DRIVEN TO REFUSAL AT 65 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1813 ***********************************************************************
 JS1813  DESIGNATION -  14 23.72 USE
 JS1813  PID         -  JS1813
 JS1813  STATE/COUNTY-  CA/SACRAMENTO
 JS1813  USGS QUAD   -  ISLETON (1993)
 JS1813
 JS1813                         *CURRENT SURVEY CONTROL
 JS1813  ___________________________________________________________________
 JS1813* NAD 83(1986)-  38 10 18.     (N)    121 35 36.     (W)     SCALED    
 JS1813* NAVD 88     -         6.88   (+/-2cm)      22.6    (feet)  VERTCON   
 JS1813  ___________________________________________________________________
 JS1813  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JS1813  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1813
 JS1813.The horizontal coordinates were scaled from a topographic map and have
 JS1813.an estimated accuracy of +/- 6 seconds.
 JS1813
 JS1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1813.The vertical order pertains to the NGVD 29 superseded value.
 JS1813
 JS1813.The geoid height was determined by GEOID03.
 JS1813
 JS1813;                    North         East    Units  Estimated Accuracy
 JS1813;SPC CA 2     -   556,140.    2,035,640.      MT  (+/- 180 meters Scaled)
 JS1813
 JS1813                          SUPERSEDED SURVEY CONTROL
 JS1813
 JS1813  NGVD 29 (??/??/92)    6.156  (m)           20.20   (f) ADJ UNCH    1 2
 JS1813
 JS1813.Superseded values are not recommended for survey control.
 JS1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1813.See file dsdata.txt to determine how the superseded data were derived.
 JS1813
 JS1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH232257(NAD 83)
 JS1813_MARKER: P = PIPE CAP
 JS1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1813_SP_SET: BRIDGE FLOOR
 JS1813_STAMPING: 14 23.72
 JS1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1813
 JS1813  HISTORY     - Date     Condition        Report By
 JS1813  HISTORY     - UNK      MONUMENTED       DOD
 JS1813  HISTORY     - 1957     GOOD             NGS
 JS1813  HISTORY     - 1966     GOOD             NGS
 JS1813  HISTORY     - 20040106 MARK NOT FOUND   CADWR
 JS1813
 JS1813                          STATION DESCRIPTION
 JS1813
 JS1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1813'1.3 MI NE FROM ISLETON.
 JS1813'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE
 JS1813'AT ISLETON, AT THE SOUTHEAST END OF THE ISLETON DRAWBRIDGE
 JS1813'OVER THE SACRAMENTO RIVER, IN THE TOP OF THE CONCRETE FLOOR, 19.2
 JS1813'FEET SOUTHEAST OF THE EAST CORNER OF THE SOUTHEAST END OF THE
 JS1813'SOUTHWEST ARCHED CONCRETE PILLAR SPAN OF THE BRIDGE, 17.7 FEET
 JS1813'NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE FLOOR, 8.3 FEET
 JS1813'SOUTHWEST OF THE CENTER LINE OF BRIDGE, 0.6 FOOT NORTHEAST OF THE
 JS1813'SOUTHWEST CONCRETE CURB, AND ABOUT FLUSH WITH THE BRIDGE FLOOR.
 JS1813
 JS1813                          STATION RECOVERY (1966)
 JS1813
 JS1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1813'RECOVERED IN GOOD CONDITION.
 JS1813
 JS1813                          STATION RECOVERY (2004)
 JS1813
 JS1813'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (NRB)
 JS1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1939 ***********************************************************************
 JT1939  DESIGNATION -  14 A
 JT1939  PID         -  JT1939
 JT1939  STATE/COUNTY-  CA/NAPA
 JT1939  USGS QUAD   -  NAPA (1980)
 JT1939
 JT1939                         *CURRENT SURVEY CONTROL
 JT1939  ___________________________________________________________________
 JT1939* NAD 83(1986)-  38 21 47.     (N)    122 18 46.     (W)     SCALED    
 JT1939* NAVD 88     -        20.26   (+/-2cm)      66.5    (feet)  VERTCON   
 JT1939  ___________________________________________________________________
 JT1939  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JT1939  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1939
 JT1939.The horizontal coordinates were scaled from a topographic map and have
 JT1939.an estimated accuracy of +/- 6 seconds.
 JT1939
 JT1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1939.The vertical order pertains to the NGVD 29 superseded value.
 JT1939
 JT1939.The geoid height was determined by GEOID03.
 JT1939
 JT1939;                    North         East    Units  Estimated Accuracy
 JT1939;SPC CA 2     -   577,350.    1,972,660.      MT  (+/- 180 meters Scaled)
 JT1939
 JT1939                          SUPERSEDED SURVEY CONTROL
 JT1939
 JT1939  NGVD 29 (??/??/92)   19.46   (m)           63.8    (f) COMPUTED    1 1
 JT1939
 JT1939.Superseded values are not recommended for survey control.
 JT1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1939.See file dsdata.txt to determine how the superseded data were derived.
 JT1939
 JT1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH600463(NAD 83)
 JT1939_MARKER: DD = SURVEY DISK
 JT1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1939_SP_SET: CONCRETE POST
 JT1939_MARK LOGO: CA2330
 JT1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1939+STABILITY: SURFACE MOTION
 JT1939
 JT1939  HISTORY     - Date     Condition        Report By
 JT1939  HISTORY     - 1971     MONUMENTED       CA2330
 JT1939
 JT1939                          STATION DESCRIPTION
 JT1939
 JT1939'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1939'ALONG BIG RANCH ROAD TO INTERSECTION WITH KNOLL AVENUE TO EAST, 12 FT
 JT1939'(3.7 M) SOUTHWEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1939'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2650 ***********************************************************************
 GU2650  DESIGNATION -  14 A CAHD
 GU2650  PID         -  GU2650
 GU2650  STATE/COUNTY-  CA/SANTA CLARA
 GU2650  USGS QUAD   -  SAN FELIPE (1971)
 GU2650
 GU2650                         *CURRENT SURVEY CONTROL
 GU2650  ___________________________________________________________________
 GU2650* NAD 83(1986)-  36 58 05.     (N)    121 23 07.     (W)     SCALED    
 GU2650* NAVD 88     -        76.70   (+/-2cm)     251.6    (feet)  VERTCON   
 GU2650  ___________________________________________________________________
 GU2650  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GU2650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2650
 GU2650.The horizontal coordinates were scaled from a topographic map and have
 GU2650.an estimated accuracy of +/- 6 seconds.
 GU2650
 GU2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2650.The vertical order pertains to the NGVD 29 superseded value.
 GU2650
 GU2650.The geoid height was determined by GEOID03.
 GU2650
 GU2650;                    North         East    Units  Estimated Accuracy
 GU2650;SPC CA 3     -   552,320.    1,921,170.      MT  (+/- 180 meters Scaled)
 GU2650
 GU2650                          SUPERSEDED SURVEY CONTROL
 GU2650
 GU2650  NGVD 29 (??/??/92)   75.824  (m)          248.77   (f) ADJ UNCH    2 0
 GU2650
 GU2650.Superseded values are not recommended for survey control.
 GU2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2650.See file dsdata.txt to determine how the superseded data were derived.
 GU2650
 GU2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF437925(NAD 83)
 GU2650_MARKER: Z = SEE DESCRIPTION
 GU2650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2650_SP_SET: CULVERT
 GU2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2650
 GU2650  HISTORY     - Date     Condition        Report By
 GU2650  HISTORY     - UNK      MONUMENTED       CADH
 GU2650  HISTORY     - 1954     MARK NOT FOUND   NGS
 GU2650
 GU2650                          STATION DESCRIPTION
 GU2650
 GU2650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GU2650'12.5 MI E FROM GILROY.
 GU2650'12.5 MILES EAST ALONG THE GILROY-LOS BANOS HIGHWAY FROM THE
 GU2650'INTERSECTION OF U.S. HIGHWAY 101 AT GILROY, SANTA CLARA COUNTY,
 GU2650'0.1 MILE WEST OF THE ROAD TO HOLLISTER, 40.5 FEET NORTH OF
 GU2650'STATION 116+13.44, 87 FEET SOUTHWEST OF A SMALL HIGHWAY CULVERT
 GU2650'AT STATION 117+00, AND ON THE TOP OF THE SOUTHEAST CORNER OF
 GU2650'A CONCRETE HIGHWAY MONUMENT.  A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0337 ***********************************************************************
 LT0337  DESIGNATION -  14 A USGS
 LT0337  PID         -  LT0337
 LT0337  STATE/COUNTY-  CA/TEHAMA
 LT0337  USGS QUAD   -  LYONSVILLE (1995)
 LT0337
 LT0337                         *CURRENT SURVEY CONTROL
 LT0337  ___________________________________________________________________
 LT0337* NAD 83(1986)-  40 21 12.     (N)    121 37 59.     (W)     SCALED    
 LT0337* NAVD 88     -      1469.073  (meters)    4819.78   (feet)  ADJUSTED  
 LT0337  ___________________________________________________________________
 LT0337  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 LT0337  DYNAMIC HT  -        1467.932 (meters)    4816.04  (feet)  COMP
 LT0337  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 LT0337
 LT0337  VERT ORDER  -  SECOND    CLASS 0
 LT0337
 LT0337.The horizontal coordinates were scaled from a topographic map and have
 LT0337.an estimated accuracy of +/- 6 seconds.
 LT0337
 LT0337.The orthometric height was determined by differential leveling
 LT0337.and adjusted in June 1991.
 LT0337
 LT0337.The geoid height was determined by GEOID03.
 LT0337
 LT0337.The dynamic height is computed by dividing the NAVD 88
 LT0337.geopotential number by the normal gravity value computed on the
 LT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0337.degrees latitude (g = 980.6199 gals.).
 LT0337
 LT0337.The modeled gravity was interpolated from observed gravity values.
 LT0337
 LT0337;                    North         East    Units  Estimated Accuracy
 LT0337;SPC CA 1     -   613,320.    2,031,170.      MT  (+/- 180 meters Scaled)
 LT0337
 LT0337                          SUPERSEDED SURVEY CONTROL
 LT0337
 LT0337  NGVD 29 (??/??/??) 1468.086  (m)         4816.55   (f) ADJUSTED    2 0
 LT0337
 LT0337.Superseded values are not recommended for survey control.
 LT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0337.See file dsdata.txt to determine how the superseded data were derived.
 LT0337
 LT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK160678(NAD 83)
 LT0337_MARKER: DB = BENCH MARK DISK
 LT0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0337_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0337_STAMPING: 4816.460 14A 1924
 LT0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0337
 LT0337  HISTORY     - Date     Condition        Report By
 LT0337  HISTORY     - 1924     MONUMENTED       USGS
 LT0337  HISTORY     - 1972     GOOD             NGS
 LT0337
 LT0337                          STATION DESCRIPTION
 LT0337
 LT0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LT0337'2.3 MI W FROM MINERAL.
 LT0337'1.8 MILES WEST ALONG HIGHWAY 36 AND 0.5 MILE WEST ALONG OLD
 LT0337'HIGHWAY 36, NOW A COUNTY ROAD, AT THE TOP OF A LONG GRADE EAST
 LT0337'OF BATTLE CREEK, AT THE WEST END OF A 6-FOOT-HIGH CUT, AT THE
 LT0337'WEST END OF A SHARP CURVE AND 17 FEET NORTH OF THE CENTERLINE OF
 LT0337'THE ROAD, AND LEVEL WITH THE CENTERLINE.  A UNITED STATES
 LT0337'GEOLOGICAL SURVEY STANDARD CAP.  STAMPED 4816.460 14A 1924
 LT0337'AND RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.5
 LT0337'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2310 ***********************************************************************
 GU2310  DESIGNATION -  14 BIS
 GU2310  PID         -  GU2310
 GU2310  STATE/COUNTY-  CA/MONTEREY
 GU2310  USGS QUAD   -  SAN ARDO (1984)
 GU2310
 GU2310                         *CURRENT SURVEY CONTROL
 GU2310  ___________________________________________________________________
 GU2310* NAD 83(1986)-  36 04 47.     (N)    120 56 38.     (W)     SCALED    
 GU2310* NAVD 88     -       123.088  (meters)     403.83   (feet)  ADJUSTED  
 GU2310  ___________________________________________________________________
 GU2310  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 GU2310  DYNAMIC HT  -         122.982 (meters)     403.48  (feet)  COMP
 GU2310  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 GU2310
 GU2310  VERT ORDER  -  FIRST     CLASS I
 GU2310
 GU2310.The horizontal coordinates were scaled from a topographic map and have
 GU2310.an estimated accuracy of +/- 6 seconds.
 GU2310
 GU2310.The orthometric height was determined by differential leveling
 GU2310.and adjusted in June 1991.
 GU2310
 GU2310.The geoid height was determined by GEOID03.
 GU2310
 GU2310.The dynamic height is computed by dividing the NAVD 88
 GU2310.geopotential number by the normal gravity value computed on the
 GU2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2310.degrees latitude (g = 980.6199 gals.).
 GU2310
 GU2310.The modeled gravity was interpolated from observed gravity values.
 GU2310
 GU2310;                    North         East    Units  Estimated Accuracy
 GU2310;SPC CA 4     -   584,590.    1,824,920.      MT  (+/- 180 meters Scaled)
 GU2310
 GU2310                          SUPERSEDED SURVEY CONTROL
 GU2310
 GU2310  NGVD 29 (??/??/??)  122.228  (m)          401.01   (f) ADJUSTED    1 1
 GU2310
 GU2310.Superseded values are not recommended for survey control.
 GU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2310.See file dsdata.txt to determine how the superseded data were derived.
 GU2310
 GU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE851947(NAD 83)
 GU2310_MARKER: DD = SURVEY DISK
 GU2310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU2310_SP_SET: HEADWALL
 GU2310_STAMPING: 14 BIS 1966 401
 GU2310_MARK LOGO: USGS  
 GU2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2310+STABILITY: SURFACE MOTION
 GU2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU2310+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989
 GU2310
 GU2310  HISTORY     - Date     Condition        Report By
 GU2310  HISTORY     - 1966     MONUMENTED       USGS
 GU2310  HISTORY     - 1968     GOOD             NGS
 GU2310  HISTORY     - 19890111 GOOD             NGS
 GU2310
 GU2310                          STATION DESCRIPTION
 GU2310
 GU2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2310'4.8 MI NW FROM SAN ARDO.
 GU2310'4.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2310'FROM THE CROSSING OF JOLON STREET AT SAN ARDO, IN R9E T21S,
 GU2310'SECTION 25, 1 POLE SOUTHEAST OF MILEPOST 178, AT THE CROSSING
 GU2310'OF A PRIVATE ROAD, DIRECTLY OPPOSITE RAILROAD BRIDGE 178.02,
 GU2310'IN THE TOP AND 1.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GU2310'NORTHEAST CONCRETE HEAD WALL OF DOUBLE PIPE CULVERTS UNDER THE
 GU2310'HIGHWAY, 51.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 24 FEET
 GU2310'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET
 GU2310'LOWER THAN THE TRACK AND LEVEL WITH THE HIGHWAY.
 GU2310
 GU2310                          STATION RECOVERY (1989)
 GU2310
 GU2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2310'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--U.S.
 GU2310'HIGHWAY 101 TO FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0219 ***********************************************************************
 HT0219  DESIGNATION -  14 BLOS
 HT0219  PID         -  HT0219
 HT0219  STATE/COUNTY-  CA/ALAMEDA
 HT0219  USGS QUAD   -  HAYWARD (1993)
 HT0219
 HT0219                         *CURRENT SURVEY CONTROL
 HT0219  ___________________________________________________________________
 HT0219* NAD 83(1986)-  37 40 55.     (N)    122 05 43.     (W)     SCALED    
 HT0219* NAVD 88     -        25.08   (+/-2cm)      82.3    (feet)  VERTCON   
 HT0219  ___________________________________________________________________
 HT0219  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HT0219  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0219
 HT0219.The horizontal coordinates were scaled from a topographic map and have
 HT0219.an estimated accuracy of +/- 6 seconds.
 HT0219
 HT0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0219.The vertical order pertains to the NGVD 29 superseded value.
 HT0219
 HT0219.The geoid height was determined by GEOID03.
 HT0219
 HT0219;                    North         East    Units  Estimated Accuracy
 HT0219;SPC CA 3     -   632,370.    1,859,300.      MT  (+/- 180 meters Scaled)
 HT0219
 HT0219                          SUPERSEDED SURVEY CONTROL
 HT0219
 HT0219  NGVD 29 (??/??/92)   24.250  (m)           79.56   (f) ADJ UNCH    1 2
 HT0219
 HT0219.Superseded values are not recommended for survey control.
 HT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0219.See file dsdata.txt to determine how the superseded data were derived.
 HT0219
 HT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG797709(NAD 83)
 HT0219_MARKER: DD = SURVEY DISK
 HT0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0219_STAMPING: 14 BLOS 1953
 HT0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0219+STABILITY: SURFACE MOTION
 HT0219
 HT0219  HISTORY     - Date     Condition        Report By
 HT0219  HISTORY     - 1953     MONUMENTED       CA-001
 HT0219  HISTORY     - 1963     GOOD             NGS
 HT0219  HISTORY     - 19881003 MARK NOT FOUND   NGS
 HT0219
 HT0219                          STATION DESCRIPTION
 HT0219
 HT0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HT0219'AT HAYWARD.
 HT0219'AT HAYWARD, AT THE T-JUNCTION OF BLOSSOM WAY AND MISSION
 HT0219'BOULEVARD, AT THE CENTER OF THE JUNCTION, 1.1 FEET BELOW THE
 HT0219'SURFACE OF THE PAVEMENT, AND SET IN THE TOP OF A CONCRETE POST
 HT0219'WHICH IS ENCASED IN A 8-INCH CAST IRON PIPE WITH A CAST IRON COVER
 HT0219'FLUSH WITH THE SURFACE OF THE PAVEMENT AND LETTERED CITY MONUMENT.
 HT0219
 HT0219                          STATION RECOVERY (1988)
 HT0219
 HT0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0506 ***********************************************************************
 HS0506  DESIGNATION -  14 CAHD
 HS0506  PID         -  HS0506
 HS0506  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0506  USGS QUAD   -  LATHROP (1987)
 HS0506
 HS0506                         *CURRENT SURVEY CONTROL
 HS0506  ___________________________________________________________________
 HS0506* NAD 83(1986)-  37 48 56.     (N)    121 17 39.     (W)     SCALED    
 HS0506* NAVD 88     -         4.92   (+/-2cm)      16.1    (feet)  VERTCON   
 HS0506  ___________________________________________________________________
 HS0506  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0506  VERT ORDER  -  THIRD (See Below)
 HS0506
 HS0506.The horizontal coordinates were scaled from a topographic map and have
 HS0506.an estimated accuracy of +/- 6 seconds.
 HS0506
 HS0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0506.The vertical order pertains to the NGVD 29 superseded value.
 HS0506
 HS0506.The geoid height was determined by GEOID03.
 HS0506
 HS0506;                    North         East    Units  Estimated Accuracy
 HS0506;SPC CA 3     -   646,300.    1,930,080.      MT  (+/- 180 meters Scaled)
 HS0506
 HS0506                          SUPERSEDED SURVEY CONTROL
 HS0506
 HS0506  NGVD 29 (??/??/??)    4.21   (m)           13.8    (f) RESET       3  
 HS0506
 HS0506.Superseded values are not recommended for survey control.
 HS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0506.See file dsdata.txt to determine how the superseded data were derived.
 HS0506
 HS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG501867(NAD 83)
 HS0506_MARKER: DD = SURVEY DISK
 HS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0506+STABILITY: SURFACE MOTION
 HS0506
 HS0506  HISTORY     - Date     Condition        Report By
 HS0506  HISTORY     - UNK      MONUMENTED       CADH
 HS0506  HISTORY     - 1959     GOOD             NGS
 HS0506
 HS0506                          STATION DESCRIPTION
 HS0506
 HS0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0506'5 MI S FROM FRENCH CAMP.
 HS0506'5.0 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 HS0506'OF MATHEWS ROAD AT FRENCH CAMP, ABOUT 287 FEET NORTH OF THE
 HS0506'CENTER OF THE Y JUNCTION OF JOHNSON FERRY ROAD LEADING SOUTHWEST,
 HS0506'BETWEEN THE EAST AND WEST LANES OF THE HIGHWAY, 83 FEET WEST OF
 HS0506'THE CENTER LINE OF THE EAST TRAFFIC LANES, 35 FEET EAST OF THE
 HS0506'CENTER LINE OF THE WEST TRAFFIC LANES, 1 FOOT NORTH OF A METAL
 HS0506'STATION MARKER PAINTED MON 14, ABOUT 1 FOOT LOWER THAN THE WEST
 HS0506'LANES, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HS0506'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1009 ***********************************************************************
 HR1009  DESIGNATION -  14 DOR
 HR1009  PID         -  HR1009
 HR1009  STATE/COUNTY-  CA/MONO
 HR1009  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1009
 HR1009                         *CURRENT SURVEY CONTROL
 HR1009  ___________________________________________________________________
 HR1009* NAD 83(1986)-  37 41 42.     (N)    118 56 47.     (W)     SCALED    
 HR1009* NAVD 88     -      2319.147  (meters)    7608.73   (feet)  ADJUSTED  
 HR1009  ___________________________________________________________________
 HR1009  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HR1009  DYNAMIC HT  -        2316.111 (meters)    7598.77  (feet)  COMP
 HR1009  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 HR1009
 HR1009  VERT ORDER  -  FIRST     CLASS I
 HR1009
 HR1009.The horizontal coordinates were scaled from a topographic map and have
 HR1009.an estimated accuracy of +/- 6 seconds.
 HR1009
 HR1009.The orthometric height was determined by differential leveling
 HR1009.and adjusted in June 1991.
 HR1009
 HR1009.The geoid height was determined by GEOID03.
 HR1009
 HR1009.The dynamic height is computed by dividing the NAVD 88
 HR1009.geopotential number by the normal gravity value computed on the
 HR1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1009.degrees latitude (g = 980.6199 gals.).
 HR1009
 HR1009.The modeled gravity was interpolated from observed gravity values.
 HR1009
 HR1009;                    North         East    Units  Estimated Accuracy
 HR1009;SPC CA 3     -   633,760.    2,137,010.      MT  (+/- 180 meters Scaled)
 HR1009
 HR1009                          SUPERSEDED SURVEY CONTROL
 HR1009
 HR1009.No superseded survey control is available for this station.
 HR1009
 HR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB283737(NAD 83)
 HR1009_MARKER: DD = SURVEY DISK
 HR1009_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1009+WITH SETTING: INFORMATION.
 HR1009_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR1009_STAMPING: 14 DOR 1975
 HR1009_MARK LOGO: USGS  
 HR1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1009
 HR1009  HISTORY     - Date     Condition        Report By
 HR1009  HISTORY     - 1975     MONUMENTED       USGS
 HR1009  HISTORY     - 1985     GOOD             USGS
 HR1009  HISTORY     - 1986     GOOD             NGS
 HR1009  HISTORY     - 1987     GOOD             NGS
 HR1009  HISTORY     - 19881010 GOOD             NGS
 HR1009
 HR1009                          STATION DESCRIPTION
 HR1009
 HR1009'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1009'RECOVERED IN GOOD CONDITION.
 HR1009
 HR1009                          STATION RECOVERY (1986)
 HR1009
 HR1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1009'11.7 KM (7.3 MI) NE FROM MAMMOTH LAKES.
 HR1009'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1009'MAMMOTH LAKES, THENCE 6.74 KM (4.19 MI) NORTH ALONG US HIGHWAY 395 TO
 HR1009'A CURVE WITH TANGENTS NORTH AND SOUTHEAST, ABOUT 175 FEET SOUTHEAST OF
 HR1009'THE SOUTH END OF THE CURVE, 15.8 METERS (52 FT) SOUTHWEST OF THE
 HR1009'HIGHWAY CENTERLINE AND 13.7 METERS (45 FT) NORTHWEST OF A LONE TREE.
 HR1009'A SHALLOW-SET METAL ROD ENCASED IN A PIPE PROJECTING 5 CENTIMETERS.
 HR1009'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 HR1009'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HR1009
 HR1009                          STATION RECOVERY (1987)
 HR1009
 HR1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1009'RECOVERED IN GOOD CONDITION.
 HR1009
 HR1009                          STATION RECOVERY (1988)
 HR1009
 HR1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4884 ***********************************************************************
 EW4884  DESIGNATION -  14 F 52 CAHD
 EW4884  PID         -  EW4884
 EW4884  STATE/COUNTY-  CA/LOS ANGELES
 EW4884  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4884
 EW4884                         *CURRENT SURVEY CONTROL
 EW4884  ___________________________________________________________________
 EW4884* NAD 83(1986)-  34 20 54.     (N)    118 32 04.     (W)     SCALED    
 EW4884* NAVD 88     -       477.57   (+/-2cm)    1566.8    (feet)  VERTCON   
 EW4884  ___________________________________________________________________
 EW4884  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4884  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4884
 EW4884.The horizontal coordinates were scaled from a topographic map and have
 EW4884.an estimated accuracy of +/- 6 seconds.
 EW4884
 EW4884.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4884.The vertical order pertains to the NGVD 29 superseded value.
 EW4884
 EW4884.The geoid height was determined by GEOID03.
 EW4884
 EW4884;                    North         East    Units  Estimated Accuracy
 EW4884;SPC CA 5     -   594,230.    1,950,830.      MT  (+/- 180 meters Scaled)
 EW4884
 EW4884                          SUPERSEDED SURVEY CONTROL
 EW4884
 EW4884  NGVD 29 (??/??/92)  476.732  (m)         1564.08   (f) ADJ UNCH    1 1
 EW4884
 EW4884.Superseded values are not recommended for survey control.
 EW4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4884.See file dsdata.txt to determine how the superseded data were derived.
 EW4884
 EW4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU588018(NAD 83)
 EW4884_MARKER: DD = SURVEY DISK
 EW4884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4884+STABILITY: SURFACE MOTION
 EW4884
 EW4884  HISTORY     - Date     Condition        Report By
 EW4884  HISTORY     - UNK      MONUMENTED       CADH
 EW4884  HISTORY     - 1968     GOOD
 EW4884  HISTORY     - 1971     GOOD             CA1980
 EW4884  HISTORY     - 1973     GOOD             CA-037
 EW4884
 EW4884                          STATION DESCRIPTION
 EW4884
 EW4884'DESCRIBED 1968
 EW4884'NEAR NEWHALL.
 EW4884'FORMER GOLDEN STATE HIGHWAY 99 (NOW A FRONTAGE ROAD)-- 3.1 MILES
 EW4884'SOUTHEASTERLY ALONG THE FREEWAY FROM ITS JUNCTION WITH LYONS
 EW4884'AVENUE, 0.85 MILES NORTHERLY FROM CALIFORNIA DIVISION OF HIGHWAYS
 EW4884'BRIDGE NO. 53-1796, ON CENTER LINE CONSTRUCTION STATION 117+59.34
 EW4884'E.C., 69.5 FEET SOUTHEAST OF POWER POLE NO. 1248740E.  SET IN
 EW4884'THE TOP OF AN IRREGULAR CONCRETE POST 12 INCHES BELOW THE
 EW4884'GROUND SURFACE.  NOTE-- FORMER HIGHWAY 99 IS NOW NORTHERLY OF
 EW4884'AND PARALLEL TO THE GOLDEN STATE FREEWAY.
 EW4884
 EW4884                          STATION RECOVERY (1971)
 EW4884
 EW4884'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4884'RECOVERED IN GOOD CONDITION.
 EW4884
 EW4884                          STATION RECOVERY (1973)
 EW4884
 EW4884'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4884'GOLDEN STATE FREEWAY, 3.1 MILE SOUTHEASTERLY ALONG THE FREEWAY FROM
 EW4884'ITS JUNCTION WITH LYONS AVENUE ON CENTER LINE CONSTRUCTION STATION
 EW4884'117+59.34 E.C., 69.5 FEET SOUTHEAST OF POWER POLE NO. 1248740E.  SET
 EW4884'IN THE TOP OF AN IRREGULAR CONCRETE POST 12 INCHES BELOW THE GROUND
 EW4884'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3353 ***********************************************************************
 AH3353  DESIGNATION -  14 F=10 00810
 AH3353  PID         -  AH3353
 AH3353  STATE/COUNTY-  CA/LOS ANGELES
 AH3353  USGS QUAD   -  PASADENA (1994)
 AH3353
 AH3353                         *CURRENT SURVEY CONTROL
 AH3353  ___________________________________________________________________
 AH3353* NAD 83(1986)-  34 08 23.     (N)    118 12 00.     (W)     SCALED    
 AH3353* NAVD 88     -       206.880  (meters)     678.74   (feet)  ADJUSTED  
 AH3353  ___________________________________________________________________
 AH3353  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AH3353  DYNAMIC HT  -         206.662 (meters)     678.02  (feet)  COMP
 AH3353  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 AH3353
 AH3353  VERT ORDER  -  FIRST     CLASS II
 AH3353
 AH3353.The horizontal coordinates were scaled from a topographic map and have
 AH3353.an estimated accuracy of +/- 6 seconds.
 AH3353
 AH3353.The orthometric height was determined by differential leveling
 AH3353.and adjusted in May 1999.
 AH3353
 AH3353.The geoid height was determined by GEOID03.
 AH3353
 AH3353.The dynamic height is computed by dividing the NAVD 88
 AH3353.geopotential number by the normal gravity value computed on the
 AH3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3353.degrees latitude (g = 980.6199 gals.).
 AH3353
 AH3353.The modeled gravity was interpolated from observed gravity values.
 AH3353
 AH3353;                    North         East    Units  Estimated Accuracy
 AH3353;SPC CA 5     -   570,980.    1,981,550.      MT  (+/- 180 meters Scaled)
 AH3353
 AH3353                          SUPERSEDED SURVEY CONTROL
 AH3353
 AH3353.No superseded survey control is available for this station.
 AH3353
 AH3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT893782(NAD 83)
 AH3353_MARKER: DD = SURVEY DISK
 AH3353_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH3353_SP_SET: WALL OF PEDESTRIAN SUBWAY
 AH3353_STAMPING: 676.34 FEET NO 14-F
 AH3353_MARK LOGO: CA-037
 AH3353_PROJECTION: FLUSH
 AH3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3353+STABILITY: SURFACE MOTION
 AH3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3353+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH3353
 AH3353  HISTORY     - Date     Condition        Report By
 AH3353  HISTORY     - 1997     MONUMENTED       CA-037
 AH3353
 AH3353                          STATION DESCRIPTION
 AH3353
 AH3353'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1997 (JDG)
 AH3353'IN THE CITY OF LOS ANGELES, IN THE NORTHEAST CORNER OF THE
 AH3353'INTERSECTION OF COLORADO BLVD AND DAHLIA DR, 43.13 M (141.50 FT) FROM
 AH3353'THE EASTERLY END OF THE CURB RETURN EASTERLY ALONG THE NORTHERLY CURB
 AH3353'OF COLORADO BLVD, THEN NORTHERLY 2.44 M (8.01 FT) TO THE TOP OF THE
 AH3353'EAST WALL OF A PEDESTRIAN SUBWAY.  NOTE--SETTING/INSCRIBED AGENCY
 AH3353'REPORTED AS LA CO DPW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2273 ***********************************************************************
 EV2273  DESIGNATION -  14 FMK
 EV2273  PID         -  EV2273
 EV2273  STATE/COUNTY-  CA/KERN
 EV2273  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2273
 EV2273                         *CURRENT SURVEY CONTROL
 EV2273  ___________________________________________________________________
 EV2273* NAD 83(1986)-  34 59 58.     (N)    117 39 57.     (W)     SCALED    
 EV2273* NAVD 88     -       743.520  (meters)    2439.37   (feet)  ADJUSTED  
 EV2273  ___________________________________________________________________
 EV2273  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2273  DYNAMIC HT  -         742.686 (meters)    2436.63  (feet)  COMP
 EV2273  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 EV2273
 EV2273  VERT ORDER  -  FIRST     CLASS I
 EV2273
 EV2273.The horizontal coordinates were scaled from a topographic map and have
 EV2273.an estimated accuracy of +/- 6 seconds.
 EV2273
 EV2273.The orthometric height was determined by differential leveling
 EV2273.and adjusted in June 1991.
 EV2273
 EV2273.The geoid height was determined by GEOID03.
 EV2273
 EV2273.The dynamic height is computed by dividing the NAVD 88
 EV2273.geopotential number by the normal gravity value computed on the
 EV2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2273.degrees latitude (g = 980.6199 gals.).
 EV2273
 EV2273.The modeled gravity was interpolated from observed gravity values.
 EV2273
 EV2273;                    North         East    Units  Estimated Accuracy
 EV2273;SPC CA 5     -   666,380.    2,030,500.      MT  (+/- 180 meters Scaled)
 EV2273
 EV2273                          SUPERSEDED SURVEY CONTROL
 EV2273
 EV2273  NGVD 29 (??/??/92)  742.723  (m)         2436.75   (f) ADJ UNCH    1 1
 EV2273
 EV2273.Superseded values are not recommended for survey control.
 EV2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2273.See file dsdata.txt to determine how the superseded data were derived.
 EV2273
 EV2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU392731(NAD 83)
 EV2273_MARKER: DD = SURVEY DISK
 EV2273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2273_SP_SET: 10 FEET
 EV2273_STAMPING: 14 FMK 1973
 EV2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2273
 EV2273  HISTORY     - Date     Condition        Report By
 EV2273  HISTORY     - 1973     MONUMENTED       USGS
 EV2273  HISTORY     - 1974     GOOD             NGS
 EV2273  HISTORY     - 1977     GOOD             NGS
 EV2273  HISTORY     - 20010423 MARK NOT FOUND   CONDOR
 EV2273
 EV2273                          STATION DESCRIPTION
 EV2273
 EV2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2273'0.8 MI W FROM BORON.
 EV2273'0.8 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2273'FROM THE STATION AT BORON, AT THE WEST END OF A SIDING, 45.5
 EV2273'FEET SOUTH OF THE SOUTH RAIL, 5 1/2 FEET SOUTH-SOUTHEAST OF
 EV2273'TELEPHONE POLE 194-29, 100.0 FEET SOUTHEAST AND ACROSS THE TRACK
 EV2273'FROM THE SOUTHEAST CORNER OF A CONCRETE BUILDING NO. 329, 103
 EV2273'FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM THE CENTER OF
 EV2273'A SWITCHSTAND, 38 1/2 FEET NORTH OF THE CENTER LINE OF A DIRT
 EV2273'ROAD, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER
 EV2273'THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN
 EV2273'TO A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED
 EV2273'IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2273'SECTION 31, T 11N, R7W
 EV2273
 EV2273                          STATION RECOVERY (1977)
 EV2273
 EV2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2273'RECOVERED IN GOOD CONDITION.
 EV2273
 EV2273                          STATION RECOVERY (2001)
 EV2273
 EV2273'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 EV2273'TRAIN STATION, WITNESS POST NO LONGER EXIST. AREA HAS BEEN
 EV2273'RECONSTRUCTED SINCE 1977
 EV2273' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1907 ***********************************************************************
 DY1907  DESIGNATION -  14 H C OF LA
 DY1907  PID         -  DY1907
 DY1907  STATE/COUNTY-  CA/LOS ANGELES
 DY1907  USGS QUAD   -  TORRANCE (1981)
 DY1907
 DY1907                         *CURRENT SURVEY CONTROL
 DY1907  ___________________________________________________________________
 DY1907* NAD 83(1986)-  33 49 20.     (N)    118 17 56.     (W)     SCALED    
 DY1907* NAVD 88     -        14.94   (+/-2cm)      49.0    (feet)  VERTCON   
 DY1907  ___________________________________________________________________
 DY1907  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1907  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1907
 DY1907.The horizontal coordinates were scaled from a topographic map and have
 DY1907.an estimated accuracy of +/- 6 seconds.
 DY1907
 DY1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1907.The vertical order pertains to the NGVD 29 superseded value.
 DY1907
 DY1907.The geoid height was determined by GEOID03.
 DY1907
 DY1907;                    North         East    Units  Estimated Accuracy
 DY1907;SPC CA 5     -   535,790.    1,972,330.      MT  (+/- 180 meters Scaled)
 DY1907
 DY1907                          SUPERSEDED SURVEY CONTROL
 DY1907
 DY1907  NGVD 29 (??/??/92)   14.18   (m)           46.5    (f) COMPUTED    1 2
 DY1907
 DY1907.Superseded values are not recommended for survey control.
 DY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1907.See file dsdata.txt to determine how the superseded data were derived.
 DY1907
 DY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797432(NAD 83)
 DY1907_MARKER: DD = SURVEY DISK
 DY1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1907_STAMPING: 14 H 47.46
 DY1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1907+STABILITY: SURFACE MOTION
 DY1907
 DY1907  HISTORY     - Date     Condition        Report By
 DY1907  HISTORY     - UNK      MONUMENTED       CA1980
 DY1907  HISTORY     - 1946     GOOD             NGS
 DY1907  HISTORY     - 1961     GOOD             NGS
 DY1907
 DY1907                          STATION DESCRIPTION
 DY1907
 DY1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1907'1.7 MI SE FROM TORRANCE.
 DY1907'1.1 MILE EAST ALONG CARSON STREET FROM THE CROSSING OF ARLINGTON
 DY1907'AVENUE AT TORRANCE, THENCE 0.6 MILE SOUTH ALONG NORMANDIE AVENUE,
 DY1907'AT THE INTERSECTION OF NORMANDIE AVENUE AND 225TH STREET, 112.5
 DY1907'FEET NORTH OF THE CENTERLINE OF 225TH STREET CROSSING OVER PACIFIC
 DY1907'ELECTRIC RAILWAY, 2.0 FEET WEST OF THE WEST CURB OF NORMANDIE AVENUE,
 DY1907'23.0 FEET NORTH OF A POWER POLE, 15.4 FEET EAST OF THE EAST RAIL
 DY1907'OF THE PACIFIC ELECTRIC RAILWAY, 1.4 FEET SOUTH OF A WHITE 4 X 4
 DY1907'WOODEN REFERENCE POST STENCILED USBM, AND FLUSH WITH THE TOP OF THE
 DY1907'CURB AND GROUND LEVEL.  A CITY OF LOS ANGELES STANDARD DISK,
 DY1907'STAMPED 14 H 47.46 AND SET IN THE TOP OF A CONCRETE POST.
 DY1907
 DY1907                          STATION RECOVERY (1961)
 DY1907
 DY1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0461 ***********************************************************************
 DX0461  DESIGNATION -  14 JRH
 DX0461  PID         -  DX0461
 DX0461  STATE/COUNTY-  CA/SAN DIEGO
 DX0461  USGS QUAD   -  CLARK LAKE (1974)
 DX0461
 DX0461                         *CURRENT SURVEY CONTROL
 DX0461  ___________________________________________________________________
 DX0461* NAD 83(1986)-  33 15 25.     (N)    116 20 53.     (W)     SCALED    
 DX0461* NAVD 88     -       164.302  (meters)     539.05   (feet)  ADJUSTED  
 DX0461  ___________________________________________________________________
 DX0461  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DX0461  DYNAMIC HT  -         164.112 (meters)     538.42  (feet)  COMP
 DX0461  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 DX0461  OBS GRAVITY -     979,474.0   (mgal)                       GRAV_OBS
 DX0461
 DX0461  VERT ORDER  -  THIRD
 DX0461
 DX0461.The horizontal coordinates were scaled from a topographic map and have
 DX0461.an estimated accuracy of +/- 6 seconds.
 DX0461
 DX0461.The orthometric height was determined by differential leveling
 DX0461.and adjusted in May 2000.
 DX0461
 DX0461.The geoid height was determined by GEOID03.
 DX0461
 DX0461.The dynamic height is computed by dividing the NAVD 88
 DX0461.geopotential number by the normal gravity value computed on the
 DX0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0461.degrees latitude (g = 980.6199 gals.).
 DX0461
 DX0461.The modeled gravity was interpolated from observed gravity values.
 DX0461.The observed gravity was obtained from relative gravimeter ties
 DX0461.to the IGSN71 gravity network.
 DX0461
 DX0461;                    North         East    Units  Estimated Accuracy
 DX0461;SPC CA 6     -   620,920.    1,990,860.      MT  (+/- 180 meters Scaled)
 DX0461
 DX0461                          SUPERSEDED SURVEY CONTROL
 DX0461
 DX0461  NAVD 88 (02/01/93)  164.361  (m)          539.24   (f) UNKNOWN     3 0
 DX0461  NGVD 29 (??/??/92)  163.676  (m)          536.99   (f) ADJ UNCH    1 1
 DX0461
 DX0461.Superseded values are not recommended for survey control.
 DX0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0461.See file dsdata.txt to determine how the superseded data were derived.
 DX0461
 DX0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS607799(NAD 83)
 DX0461_MARKER: DD = SURVEY DISK
 DX0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0461_STAMPING: 14 JRH 1957 538 ELV 537.117
 DX0461_MARK LOGO: USGS  
 DX0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0461+STABILITY: SURFACE MOTION
 DX0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0461+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 DX0461
 DX0461  HISTORY     - Date     Condition        Report By
 DX0461  HISTORY     - 1957     MONUMENTED       USGS
 DX0461  HISTORY     - 1968     GOOD             CA-073
 DX0461  HISTORY     - 1970     GOOD             CA-073
 DX0461  HISTORY     - 1978     GOOD             NGS
 DX0461  HISTORY     - 1989     GOOD             USPSQD
 DX0461  HISTORY     - 19950330 GOOD             USPSQD
 DX0461  HISTORY     - 19950628 GOOD             CADT
 DX0461
 DX0461                          STATION DESCRIPTION
 DX0461
 DX0461'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0461'AT BORREGO SPRINGS.
 DX0461'AT BORREGO SPRINGS, 13 FEET NW OF NW CORNER OF BORREGO SCHOOL
 DX0461'YARD, 60 FEET NW OF ROAD INTERSECTION.  5 FEET W WOOD POWER POLE,
 DX0461'SSM IN CONCRETE POST.  T10S R6E 33.
 DX0461
 DX0461                          STATION RECOVERY (1970)
 DX0461
 DX0461'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0461'RECOVERED IN GOOD CONDITION.
 DX0461
 DX0461                          STATION RECOVERY (1978)
 DX0461
 DX0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0461'MARK FOUND LOOSE AND LEANING BADLY, IT WAS STRAIGHTENED AND REINFORCED
 DX0461
 DX0461                          STATION RECOVERY (1989)
 DX0461
 DX0461'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0461'RECOVERED IN GOOD CONDITION.
 DX0461
 DX0461                          STATION RECOVERY (1995)
 DX0461
 DX0461'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0461'RECOVERED IN GOOD CONDITION.
 DX0461
 DX0461                          STATION RECOVERY (1995)
 DX0461
 DX0461'RECOVERY NOTE BY CALTRANS 1995 (ATD)
 DX0461'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL
 DX0461'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0408 ***********************************************************************
 LT0408  DESIGNATION -  14 M USGS
 LT0408  PID         -  LT0408
 LT0408  STATE/COUNTY-  CA/SHASTA
 LT0408  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0408
 LT0408                         *CURRENT SURVEY CONTROL
 LT0408  ___________________________________________________________________
 LT0408* NAD 83(1986)-  40 35 59.     (N)    121 31 52.     (W)     SCALED    
 LT0408* NAVD 88     -      1592.309  (meters)    5224.10   (feet)  ADJUSTED  
 LT0408  ___________________________________________________________________
 LT0408  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LT0408  DYNAMIC HT  -        1591.016 (meters)    5219.86  (feet)  COMP
 LT0408  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 LT0408
 LT0408  VERT ORDER  -  SECOND    CLASS 0
 LT0408
 LT0408.The horizontal coordinates were scaled from a topographic map and have
 LT0408.an estimated accuracy of +/- 6 seconds.
 LT0408
 LT0408.The orthometric height was determined by differential leveling
 LT0408.and adjusted in June 1991.
 LT0408
 LT0408.The geoid height was determined by GEOID03.
 LT0408
 LT0408.The dynamic height is computed by dividing the NAVD 88
 LT0408.geopotential number by the normal gravity value computed on the
 LT0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0408.degrees latitude (g = 980.6199 gals.).
 LT0408
 LT0408.The modeled gravity was interpolated from observed gravity values.
 LT0408
 LT0408;                    North         East    Units  Estimated Accuracy
 LT0408;SPC CA 1     -   640,720.    2,039,680.      MT  (+/- 180 meters Scaled)
 LT0408
 LT0408                          SUPERSEDED SURVEY CONTROL
 LT0408
 LT0408  NGVD 29 (??/??/??) 1591.207  (m)         5220.48   (f) ADJUSTED    2 0
 LT0408
 LT0408.Superseded values are not recommended for survey control.
 LT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0408.See file dsdata.txt to determine how the superseded data were derived.
 LT0408
 LT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK242953(NAD 83)
 LT0408_MARKER: DD = SURVEY DISK
 LT0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LT0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LT0408_STAMPING: 14 M 1932
 LT0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0408+STABILITY: SURFACE MOTION
 LT0408
 LT0408  HISTORY     - Date     Condition        Report By
 LT0408  HISTORY     - 1932     MONUMENTED       USGS
 LT0408  HISTORY     - 1935     GOOD             NGS
 LT0408
 LT0408                          STATION DESCRIPTION
 LT0408
 LT0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0408'8 MI SW FROM OLD STATION.
 LT0408'8.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0408'OLD STATION, SHASTA COUNTY, 46 FEET SOUTHEAST OF THE CENTERLINE
 LT0408'OF THE HIGHWAY, 25 FEET SOUTH OF A ROCK OUTCROP PAINTED USBM, AND
 LT0408'ABOUT 10 FEET HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL
 LT0408'SURVEY STANDARD DISK, STAMPED 14 M 1932 AND SET IN THE TOP OF
 LT0408'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1536 ***********************************************************************
 EW1536  DESIGNATION -  14 P 1 C OF LA
 EW1536  PID         -  EW1536
 EW1536  STATE/COUNTY-  CA/LOS ANGELES
 EW1536  USGS QUAD   -  HOLLYWOOD (1994)
 EW1536
 EW1536                         *CURRENT SURVEY CONTROL
 EW1536  ___________________________________________________________________
 EW1536* NAD 83(1986)-  34 05 52.     (N)    118 20 08.     (W)     SCALED    
 EW1536* NAVD 88     -       107.18   (+/-2cm)     351.6    (feet)  VERTCON   
 EW1536  ___________________________________________________________________
 EW1536  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW1536  VERT ORDER  -  THIRD (See Below)
 EW1536
 EW1536.The horizontal coordinates were scaled from a topographic map and have
 EW1536.an estimated accuracy of +/- 6 seconds.
 EW1536
 EW1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1536.The vertical order pertains to the NGVD 29 superseded value.
 EW1536
 EW1536.The geoid height was determined by GEOID03.
 EW1536
 EW1536;                    North         East    Units  Estimated Accuracy
 EW1536;SPC CA 5     -   566,360.    1,969,040.      MT  (+/- 180 meters Scaled)
 EW1536
 EW1536                          SUPERSEDED SURVEY CONTROL
 EW1536
 EW1536  NGVD 29 (??/??/??)  106.40   (m)          349.1    (f) RESET       3  
 EW1536
 EW1536.Superseded values are not recommended for survey control.
 EW1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1536.See file dsdata.txt to determine how the superseded data were derived.
 EW1536
 EW1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768738(NAD 83)
 EW1536_MARKER: DD = SURVEY DISK
 EW1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1536_SP_SET: STEP
 EW1536_STAMPING: 14-P-1 348.99
 EW1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1536
 EW1536  HISTORY     - Date     Condition        Report By
 EW1536  HISTORY     - UNK      MONUMENTED       CA1980
 EW1536  HISTORY     - 1945     GOOD             NGS
 EW1536
 EW1536                          STATION DESCRIPTION
 EW1536
 EW1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1536'AT LOS ANGELES.
 EW1536'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND CASSIL
 EW1536'PLACE, 1.5 FEET WEST OF THE PRODUCED CENTERLINE OF CASSIS PLACE AND
 EW1536'6.8 FEET SOUTH OF THE SOUTH CURB OF SUNSET BLVD., AND IN THE TOP
 EW1536'STEP (SOUTH-END OF SAME) OF A PEDESTRIAN SUBWAY ENTRANCE UNDER
 EW1536'SUNSET BLVD.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 14-P-1
 EW1536'348.99.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0908 ***********************************************************************
 KT0908  DESIGNATION -  14 S USGS
 KT0908  PID         -  KT0908
 KT0908  STATE/COUNTY-  CA/MENDOCINO
 KT0908  USGS QUAD   -  DOS RIOS (1994)
 KT0908
 KT0908                         *CURRENT SURVEY CONTROL
 KT0908  ___________________________________________________________________
 KT0908* NAD 83(1986)-  39 42 40.     (N)    123 18 44.     (W)     SCALED    
 KT0908* NAVD 88     -       423.73   (+/-2cm)    1390.2    (feet)  VERTCON   
 KT0908  ___________________________________________________________________
 KT0908  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 KT0908  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0908
 KT0908.The horizontal coordinates were scaled from a topographic map and have
 KT0908.an estimated accuracy of +/- 6 seconds.
 KT0908
 KT0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0908.The vertical order pertains to the NGVD 29 superseded value.
 KT0908
 KT0908.The geoid height was determined by GEOID03.
 KT0908
 KT0908;                    North         East    Units  Estimated Accuracy
 KT0908;SPC CA 2     -   727,760.    1,887,480.      MT  (+/- 180 meters Scaled)
 KT0908
 KT0908                          SUPERSEDED SURVEY CONTROL
 KT0908
 KT0908  NGVD 29 (??/??/92)  422.801  (m)         1387.14   (f) ADJ UNCH    1 2
 KT0908
 KT0908.Superseded values are not recommended for survey control.
 KT0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0908.See file dsdata.txt to determine how the superseded data were derived.
 KT0908
 KT0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ732957(NAD 83)
 KT0908_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0908_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0908_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0908_STAMPING: 14 S 1924
 KT0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0908
 KT0908  HISTORY     - Date     Condition        Report By
 KT0908  HISTORY     - 1924     MONUMENTED       USGS
 KT0908  HISTORY     - 1966     GOOD             NGS
 KT0908
 KT0908                          STATION DESCRIPTION
 KT0908
 KT0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0908'3 MI E FROM DOS RIOS.
 KT0908'0.6 MILE SOUTHEAST ALONG A ROAD FROM THE NORTHWESTERN PACIFIC
 KT0908'RAILROAD STATION AT DOS RIOS, THENCE 2.35 MILES EAST ALONG
 KT0908'LONGVALE-COVELO ROAD, AT THE JUNCTION OF A DIRT ROAD, ON THE
 KT0908'OUTSIDE OF A CURVE, 79 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT0908'ROAD, 42 FEET NORTHWEST AND ACROSS THE CREEK FROM THE CENTER
 KT0908'LINE OF A DIRT ROAD, 9 FEET NORTHWEST OF THE NORTHWEST BANK
 KT0908'OF THE CREEK, 2.0 FEET NORTHWEST OF A WITNESS POST, AND RIVETED
 KT0908'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE
 KT0908'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1027 ***********************************************************************
 JS1027  DESIGNATION -  14 USE
 JS1027  PID         -  JS1027
 JS1027  STATE/COUNTY-  CA/SACRAMENTO
 JS1027  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1027
 JS1027                         *CURRENT SURVEY CONTROL
 JS1027  ___________________________________________________________________
 JS1027* NAD 83(1986)-  38 30 36.     (N)    121 28 59.     (W)     SCALED    
 JS1027* NAVD 88     -         6.98   (+/-2cm)      22.9    (feet)  VERTCON   
 JS1027  ___________________________________________________________________
 JS1027  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JS1027  VERT ORDER  -  THIRD (See Below)
 JS1027
 JS1027.This mark is at Sacramento Exec Airport (SAC)
 JS1027
 JS1027.The horizontal coordinates were scaled from a topographic map and have
 JS1027.an estimated accuracy of +/- 6 seconds.
 JS1027
 JS1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1027.The vertical order pertains to the NGVD 29 superseded value.
 JS1027
 JS1027.The geoid height was determined by GEOID03.
 JS1027
 JS1027;                    North         East    Units  Estimated Accuracy
 JS1027;SPC CA 2     -   593,740.    2,045,090.      MT  (+/- 180 meters Scaled)
 JS1027
 JS1027                          SUPERSEDED SURVEY CONTROL
 JS1027
 JS1027  NGVD 29 (??/??/??)    6.22   (m)           20.4    (f) RESET       3  
 JS1027
 JS1027.Superseded values are not recommended for survey control.
 JS1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1027.See file dsdata.txt to determine how the superseded data were derived.
 JS1027
 JS1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH322634(NAD 83)
 JS1027_MARKER: DD = SURVEY DISK
 JS1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1027_SP_SET: RUNWAY
 JS1027_STAMPING: 14 20.44
 JS1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1027
 JS1027  HISTORY     - Date     Condition        Report By
 JS1027  HISTORY     - UNK      MONUMENTED       DOD
 JS1027  HISTORY     - 1951     GOOD             NGS
 JS1027
 JS1027                          STATION DESCRIPTION
 JS1027
 JS1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1027'AT SACRAMENTO.
 JS1027'AT THE SACRAMENTO MUNICIPAL AIRPORT, IN THE SOUTHEAST END OF THE
 JS1027'NORTHWEST-SOUTHEAST RUNWAY, 179.0 FEET SOUTHWEST OF B M C 461,
 JS1027'75.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE
 JS1027'RUNWAY, AND 25.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JS1027'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0753 ***********************************************************************
 HR0753  DESIGNATION -  14.106+78
 HR0753  PID         -  HR0753
 HR0753  STATE/COUNTY-  CA/MARIPOSA
 HR0753  USGS QUAD   -  WAWONA (1992)
 HR0753
 HR0753                         *CURRENT SURVEY CONTROL
 HR0753  ___________________________________________________________________
 HR0753* NAD 83(1986)-  37 30 48.     (N)    119 38 04.     (W)     SCALED    
 HR0753* NAVD 88     -      1525.56   (+/-2cm)    5005.1    (feet)  VERTCON   
 HR0753  ___________________________________________________________________
 HR0753  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 HR0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0753
 HR0753.The horizontal coordinates were scaled from a topographic map and have
 HR0753.an estimated accuracy of +/- 6 seconds.
 HR0753
 HR0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0753.The vertical order pertains to the NGVD 29 superseded value.
 HR0753
 HR0753.The geoid height was determined by GEOID03.
 HR0753
 HR0753;                    North         East    Units  Estimated Accuracy
 HR0753;SPC CA 3     -   612,810.    2,076,520.      MT  (+/- 180 meters Scaled)
 HR0753
 HR0753                          SUPERSEDED SURVEY CONTROL
 HR0753
 HR0753  NGVD 29 (??/??/92) 1524.480  (m)         5001.56   (f) ADJ UNCH    2 0
 HR0753
 HR0753.Superseded values are not recommended for survey control.
 HR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0753.See file dsdata.txt to determine how the superseded data were derived.
 HR0753
 HR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB671550(NAD 83)
 HR0753_MARKER: P = PIPE CAP
 HR0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0753_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0753_STAMPING: 14.106 78 1931
 HR0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0753
 HR0753  HISTORY     - Date     Condition        Report By
 HR0753  HISTORY     - 1931     MONUMENTED       BPR
 HR0753  HISTORY     - 1952     MARK NOT FOUND   USGS
 HR0753
 HR0753                          STATION DESCRIPTION
 HR0753
 HR0753'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HR0753'0.6 MI NW FROM SOUTH GATE RANGER STATION.
 HR0753'0.6 MILE NORTHWEST ALONG THE WAWONA ROAD FROM SOUTH GATE RANGER
 HR0753'STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, AT THE
 HR0753'NORTH END OF A 0.2-MILE TANGENT, IN A SMALL RAVINE, 27 FEET
 HR0753'EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 4 FEET LOWER
 HR0753'THAN THE ROAD.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 HR0753'CAP, STAMPED 14.106 78 1931 AND FASTENED ON THE TOP OF A 2-INCH
 HR0753'GALVANIZED-IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0575 ***********************************************************************
 HS0575  DESIGNATION -  14.79
 HS0575  PID         -  HS0575
 HS0575  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0575  USGS QUAD   -  TRACY (1981)
 HS0575
 HS0575                         *CURRENT SURVEY CONTROL
 HS0575  ___________________________________________________________________
 HS0575* NAD 83(1986)-  37 41 32.     (N)    121 27 15.     (W)     SCALED    
 HS0575* NAVD 88     -        59.707  (meters)     195.89   (feet)  ADJUSTED  
 HS0575  ___________________________________________________________________
 HS0575  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HS0575  DYNAMIC HT  -          59.664 (meters)     195.75  (feet)  COMP
 HS0575  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 HS0575
 HS0575  VERT ORDER  -  FIRST     CLASS II
 HS0575
 HS0575.The horizontal coordinates were scaled from a topographic map and have
 HS0575.an estimated accuracy of +/- 6 seconds.
 HS0575
 HS0575.The orthometric height was determined by differential leveling
 HS0575.and adjusted in July 2002.
 HS0575.No vertical observational check was made to the station.
 HS0575
 HS0575.The geoid height was determined by GEOID03.
 HS0575
 HS0575.The dynamic height is computed by dividing the NAVD 88
 HS0575.geopotential number by the normal gravity value computed on the
 HS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0575.degrees latitude (g = 980.6199 gals.).
 HS0575
 HS0575.The modeled gravity was interpolated from observed gravity values.
 HS0575
 HS0575;                    North         East    Units  Estimated Accuracy
 HS0575;SPC CA 3     -   632,740.    1,915,850.      MT  (+/- 180 meters Scaled)
 HS0575
 HS0575                          SUPERSEDED SURVEY CONTROL
 HS0575
 HS0575  NGVD 29 (??/??/??)   58.89   (m)          193.2    (f) RESET       3  
 HS0575
 HS0575.Superseded values are not recommended for survey control.
 HS0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0575.See file dsdata.txt to determine how the superseded data were derived.
 HS0575
 HS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG362727(NAD 83)
 HS0575_MARKER: DB = BENCH MARK DISK
 HS0575_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HS0575_SP_SET: CURB
 HS0575_STAMPING: 14.79 14 80
 HS0575_MARK LOGO: BOR   
 HS0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS0575+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 HS0575
 HS0575  HISTORY     - Date     Condition        Report By
 HS0575  HISTORY     - UNK      MONUMENTED       BOR
 HS0575  HISTORY     - 1961     GOOD             NGS
 HS0575  HISTORY     - 1964     GOOD             NGS
 HS0575  HISTORY     - 20000622 GOOD             NGS
 HS0575
 HS0575                          STATION DESCRIPTION
 HS0575
 HS0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0575'5.4 MI S FROM TRACY.
 HS0575'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0575'STATION AT TRACY, THENCE 3.45 MILES SOUTH ALONG JEFFERSON ROAD,
 HS0575'THENCE 1.4 MILES NORTHWEST ALONG THE NORTHEAST LEVEE OF
 HS0575'DELTA-MENDOTA CANAL, AT THE INTERSECTION OF CORRAL HOLLOW ROAD, IN THE
 HS0575'TOP OF THE EAST CONCRETE CURB OF BRIDGE 14.80, 13 FEET EAST OF
 HS0575'THE CENTER LINE OF CORRAL HOLLOW ROAD, 8.1 FEET NORTH OF THE SOUTH
 HS0575'END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS0575
 HS0575                          STATION RECOVERY (1964)
 HS0575
 HS0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0575'RECOVERED IN GOOD CONDITION.
 HS0575
 HS0575                          STATION RECOVERY (2000)
 HS0575
 HS0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 HS0575'0.2 KM (0.10 MI) NORTHERLY ALONG B STREET FROM THE POST OFFICE IN
 HS0575'TRACY, THENCE 2.2 KM (1.35 MI) WESTERLY ALONG WEST ELEVENTH STREET,
 HS0575'THENCE 5.3 KM (3.30 MI) SOUTHERLY ALONG CORRAL HOLLOW ROAD, IN TOP OF
 HS0575'AND 2.2 M (7.2 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE CURB OF
 HS0575'THE ROAD BRIDGE SPANNING THE DELTA-MENDOTA CANAL, 4.0 M (13.1 FT) EAST
 HS0575'OF THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 HS0575'ROAD.  NOTE--THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2203 ***********************************************************************
 DX2203  DESIGNATION -  140
 DX2203  PID         -  DX2203
 DX2203  STATE/COUNTY-  CA/ORANGE
 DX2203  USGS QUAD   -  ORANGE (1981)
 DX2203
 DX2203                         *CURRENT SURVEY CONTROL
 DX2203  ___________________________________________________________________
 DX2203* NAD 83(1986)-  33 45 20.     (N)    117 51 34.     (W)     SCALED    
 DX2203* NAVD 88     -        43.40   (+/-2cm)     142.4    (feet)  VERTCON   
 DX2203  ___________________________________________________________________
 DX2203  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DX2203  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2203
 DX2203.The horizontal coordinates were scaled from a topographic map and have
 DX2203.an estimated accuracy of +/- 6 seconds.
 DX2203
 DX2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2203.The vertical order pertains to the NGVD 29 superseded value.
 DX2203
 DX2203.The geoid height was determined by GEOID03.
 DX2203
 DX2203;                    North         East    Units  Estimated Accuracy
 DX2203;SPC CA 6     -   677,370.    1,850,900.      MT  (+/- 180 meters Scaled)
 DX2203
 DX2203                          SUPERSEDED SURVEY CONTROL
 DX2203
 DX2203  NGVD 29 (??/??/??)   42.683  (m)          140.04   (f) ADJUSTED    1 2
 DX2203
 DX2203.Superseded values are not recommended for survey control.
 DX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2203.See file dsdata.txt to determine how the superseded data were derived.
 DX2203
 DX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT204353(NAD 83)
 DX2203_MARKER: DD = SURVEY DISK
 DX2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2203_SP_SET: METAL COVER
 DX2203_STAMPING: 5
 DX2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2203
 DX2203  HISTORY     - Date     Condition        Report By
 DX2203  HISTORY     - UNK      MONUMENTED       CA3420
 DX2203  HISTORY     - 1946     GOOD             NGS
 DX2203  HISTORY     - 1974     GOOD             CA-059
 DX2203
 DX2203                          STATION DESCRIPTION
 DX2203
 DX2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DX2203'AT SANTA ANA.
 DX2203'AT THE CENTER OF THE INTERSECTION OF WASHINGTON AND SANTIAGO
 DX2203'AVENUE, A CITY OF SANTA ANA STANDARD DISK, SET IN CONCRETE ABOUT
 DX2203'2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS HAD
 DX2203'THROUGH A 6-INCH TILE WITH A METAL COVER.
 DX2203
 DX2203                          STATION RECOVERY (1974)
 DX2203
 DX2203'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3007 ***********************************************************************
 FU3007  DESIGNATION -  140 A DWR
 FU3007  PID         -  FU3007
 FU3007  STATE/COUNTY-  CA/KERN
 FU3007  USGS QUAD   -  WEST CAMP (1973)
 FU3007
 FU3007                         *CURRENT SURVEY CONTROL
 FU3007  ___________________________________________________________________
 FU3007* NAD 83(1986)-  35 45 56.     (N)    119 50 16.     (W)     SCALED    
 FU3007* NAVD 88     -        97.16   (+/-2cm)     318.8    (feet)  VERTCON   
 FU3007  ___________________________________________________________________
 FU3007  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 FU3007  VERT ORDER  -  THIRD (See Below)
 FU3007
 FU3007.The horizontal coordinates were scaled from a topographic map and have
 FU3007.an estimated accuracy of +/- 6 seconds.
 FU3007
 FU3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3007.The vertical order pertains to the NGVD 29 superseded value.
 FU3007
 FU3007.The geoid height was determined by GEOID03.
 FU3007
 FU3007;                    North         East    Units  Estimated Accuracy
 FU3007;SPC CA 5     -   752,840.    1,833,810.      MT  (+/- 180 meters Scaled)
 FU3007
 FU3007                          SUPERSEDED SURVEY CONTROL
 FU3007
 FU3007  NGVD 29 (??/??/??)   96.27   (m)          315.8    (f) RESET       3  
 FU3007
 FU3007.Superseded values are not recommended for survey control.
 FU3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3007.See file dsdata.txt to determine how the superseded data were derived.
 FU3007
 FU3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV434616(NAD 83)
 FU3007_MARKER: DD = SURVEY DISK
 FU3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU3007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU3007_STAMPING: BM 140 A
 FU3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU3007+STABILITY: SURFACE MOTION
 FU3007
 FU3007  HISTORY     - Date     Condition        Report By
 FU3007  HISTORY     - UNK      MONUMENTED       CADWR
 FU3007  HISTORY     - 1964     GOOD             NGS
 FU3007  HISTORY     - 1966     GOOD             NGS
 FU3007
 FU3007                          STATION DESCRIPTION
 FU3007
 FU3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3007'17.8 MI NW FROM LOST HILLS.
 FU3007'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU3007'STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG
 FU3007'TWISSELMAN ROAD, THENCE 2.25 MILES NORTH-NORTHWEST ACROSS COUNTRY
 FU3007'ON A VERY DIM TRACK ROAD, THENCE 0.5 MILE NORTHWEST ALONG A
 FU3007'FENCE LINE, 46 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRACK
 FU3007'ROAD, 15 FEET SOUTHEAST OF THE SOUTHEAST END OF AN IRON PIPE
 FU3007'CATTLE GUARD, 1.7 FEET NORTHEAST OF A FENCE, 1.8 FEET EAST OF A
 FU3007'WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FU3007'0.2 FOOT.
 FU3007
 FU3007                          STATION RECOVERY (1966)
 FU3007
 FU3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1223 ***********************************************************************
 JT1223  DESIGNATION -  140 M
 JT1223  PID         -  JT1223
 JT1223  STATE/COUNTY-  CA/SONOMA
 JT1223  USGS QUAD   -  PLANTATION (1977)
 JT1223
 JT1223                         *CURRENT SURVEY CONTROL
 JT1223  ___________________________________________________________________
 JT1223* NAD 83(1986)-  38 36 45.     (N)    123 21 53.     (W)     SCALED    
 JT1223* NAVD 88     -        56.07   (+/-2cm)     184.0    (feet)  VERTCON   
 JT1223  ___________________________________________________________________
 JT1223  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JT1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1223
 JT1223.The horizontal coordinates were scaled from a topographic map and have
 JT1223.an estimated accuracy of +/- 6 seconds.
 JT1223
 JT1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1223.The vertical order pertains to the NGVD 29 superseded value.
 JT1223
 JT1223.The geoid height was determined by GEOID03.
 JT1223
 JT1223;                    North         East    Units  Estimated Accuracy
 JT1223;SPC CA 2     -   605,890.    1,881,150.      MT  (+/- 180 meters Scaled)
 JT1223
 JT1223                          SUPERSEDED SURVEY CONTROL
 JT1223
 JT1223  NGVD 29 (??/??/92)   55.21   (m)          181.1    (f) COMPUTED    2 0
 JT1223
 JT1223.Superseded values are not recommended for survey control.
 JT1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1223.See file dsdata.txt to determine how the superseded data were derived.
 JT1223
 JT1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH682738(NAD 83)
 JT1223_MARKER: DB = BENCH MARK DISK
 JT1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1223_STAMPING: 140 M 1933
 JT1223_MARK LOGO: USGS  
 JT1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1223+STABILITY: SURFACE MOTION
 JT1223
 JT1223  HISTORY     - Date     Condition        Report By
 JT1223  HISTORY     - 1933     MONUMENTED       CGS
 JT1223  HISTORY     - 1975     GOOD             NGS
 JT1223  HISTORY     - 1988     GOOD             USPSQD
 JT1223
 JT1223                          STATION DESCRIPTION
 JT1223
 JT1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JT1223'3.6 MI SE FROM STEWARTS POINT.
 JT1223'3.6 MI SE ALONG STATE HWY 1 FROM THE PO AT STEWARTS POINT,
 JT1223'OPPOSITE HORSESHOE COVE, 0.1 MI S FROM THE POINT OF TANGENT ALONG
 JT1223'A STRAIGHT AND UP-HILL GRADE OF THE HWY, AT THE TOP OF A SMALL
 JT1223'WOODED HILL, 50 FT E OF THE CENTERLINE OF THE HWY, 52 FT W OF
 JT1223'THE CENTERLINE OF AN OLD ROAD, 30 FT W OF A WOODED FENCE, 4 FT
 JT1223'NE OF A WITNESS POST.  A USGS STANDARD DISK, STAMPED 140 M 1933
 JT1223'SET IN THE TOP OF A CONCRETE POST.
 JT1223
 JT1223                          STATION RECOVERY (1988)
 JT1223
 JT1223'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 JT1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1636 ***********************************************************************
 EW1636  DESIGNATION -  140.546 C OF LA
 EW1636  PID         -  EW1636
 EW1636  STATE/COUNTY-  CA/LOS ANGELES
 EW1636  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1636
 EW1636                         *CURRENT SURVEY CONTROL
 EW1636  ___________________________________________________________________
 EW1636* NAD 83(1986)-  34 02 50.     (N)    118 23 09.     (W)     SCALED    
 EW1636* NAVD 88     -        43.58   (+/-2cm)     143.0    (feet)  VERTCON   
 EW1636  ___________________________________________________________________
 EW1636  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW1636  VERT ORDER  -  THIRD (See Below)
 EW1636
 EW1636.The horizontal coordinates were scaled from a topographic map and have
 EW1636.an estimated accuracy of +/- 6 seconds.
 EW1636
 EW1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1636.The vertical order pertains to the NGVD 29 superseded value.
 EW1636
 EW1636.The geoid height was determined by GEOID03.
 EW1636
 EW1636;                    North         East    Units  Estimated Accuracy
 EW1636;SPC CA 5     -   560,770.    1,964,380.      MT  (+/- 180 meters Scaled)
 EW1636
 EW1636                          SUPERSEDED SURVEY CONTROL
 EW1636
 EW1636  NGVD 29 (??/??/??)   42.82   (m)          140.5    (f) RESET       3  
 EW1636
 EW1636.Superseded values are not recommended for survey control.
 EW1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1636.See file dsdata.txt to determine how the superseded data were derived.
 EW1636
 EW1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT720682(NAD 83)
 EW1636_MARKER: S = SPIKE
 EW1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1636_SP_SET: CURB
 EW1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1636
 EW1636  HISTORY     - Date     Condition        Report By
 EW1636  HISTORY     - UNK      MONUMENTED       CA1980
 EW1636  HISTORY     - 1945     GOOD             NGS
 EW1636  HISTORY     - 1964     MARK NOT FOUND   NGS
 EW1636
 EW1636                          STATION DESCRIPTION
 EW1636
 EW1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1636'AT LOS ANGELES.
 EW1636'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 EW1636'ROBERTSON BLVD. AND 18TH STREET, 30.0 FEET NORTH OF THE NORTH
 EW1636'CURB OF 18TH STREET, IN THE WEST CURB OF ROBERTSON BOULEVARD.
 EW1636'A CUT SPIKE.
 EW1636
 EW1636                          STATION RECOVERY (1964)
 EW1636
 EW1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1926 ***********************************************************************
 GU1926  DESIGNATION -  140.57 L
 GU1926  PID         -  GU1926
 GU1926  STATE/COUNTY-  CA/FRESNO
 GU1926  USGS QUAD   -  HARRIS RANCH (1971)
 GU1926
 GU1926                         *CURRENT SURVEY CONTROL
 GU1926  ___________________________________________________________________
 GU1926* NAD 83(1986)-  36 21 24.     (N)    120 15 01.     (W)     SCALED    
 GU1926* NAVD 88     -       100.082  (meters)     328.35   (feet)  ADJUSTED  
 GU1926  ___________________________________________________________________
 GU1926  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 GU1926  DYNAMIC HT  -          99.995 (meters)     328.07  (feet)  COMP
 GU1926  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 GU1926
 GU1926  VERT ORDER  -  FIRST     CLASS I
 GU1926
 GU1926.The horizontal coordinates were scaled from a topographic map and have
 GU1926.an estimated accuracy of +/- 6 seconds.
 GU1926
 GU1926.The orthometric height was determined by differential leveling
 GU1926.and adjusted in June 1991.
 GU1926
 GU1926.The geoid height was determined by GEOID03.
 GU1926
 GU1926.The dynamic height is computed by dividing the NAVD 88
 GU1926.geopotential number by the normal gravity value computed on the
 GU1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1926.degrees latitude (g = 980.6199 gals.).
 GU1926
 GU1926.The modeled gravity was interpolated from observed gravity values.
 GU1926
 GU1926;                    North         East    Units  Estimated Accuracy
 GU1926;SPC CA 4     -   614,280.    1,887,790.      MT  (+/- 180 meters Scaled)
 GU1926
 GU1926                          SUPERSEDED SURVEY CONTROL
 GU1926
 GU1926  NGVD 29 (??/??/92)   99.080  (m)          325.06   (f) ADJ UNCH    1 1
 GU1926
 GU1926.Superseded values are not recommended for survey control.
 GU1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1926.See file dsdata.txt to determine how the superseded data were derived.
 GU1926
 GU1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF467270(NAD 83)
 GU1926_MARKER: DD = SURVEY DISK
 GU1926_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1926+WITH SETTING: PAVEMENT
 GU1926_SP_SET: DECK
 GU1926_STAMPING: 140.57 L
 GU1926_MARK LOGO: BOR   
 GU1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1926+STABILITY: SURFACE MOTION
 GU1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1926+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1926
 GU1926  HISTORY     - Date     Condition        Report By
 GU1926  HISTORY     - UNK      MONUMENTED       BOR
 GU1926  HISTORY     - 1967     GOOD             NGS
 GU1926  HISTORY     - 1971     GOOD             NGS
 GU1926  HISTORY     - 19890117 GOOD             NGS
 GU1926
 GU1926                          STATION DESCRIPTION
 GU1926
 GU1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1926'53.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1926'53.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1926'AMIGOS PUMP PLANT, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1926'NORTHEAST LEVEE ROAD, IN THE TOP OF THE CENTER OF THE GRATE DECK
 GU1926'OF A TURNOUT STRUCTURE, 4 FEET NORTHWEST OF THE SOUTHEAST EDGE
 GU1926'OF THE STRUCTURE, ABOUT LEVEL WITH THE TOP OF THE NORTHEAST
 GU1926'LINING, AND ABOUT 4 FEET LOWER THAN THE LEVEE ROAD.
 GU1926
 GU1926                          STATION RECOVERY (1971)
 GU1926
 GU1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1926'RECOVERED IN GOOD CONDITION.
 GU1926
 GU1926                          STATION RECOVERY (1989)
 GU1926
 GU1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0236 ***********************************************************************
 GT0236  DESIGNATION -  14000
 GT0236  PID         -  GT0236
 GT0236  STATE/COUNTY-  CA/TULARE
 GT0236  USGS QUAD   -  MOUNT WHITNEY (1994)
 GT0236
 GT0236                         *CURRENT SURVEY CONTROL
 GT0236  ___________________________________________________________________
 GT0236* NAD 83(1986)-  36 34 27.     (N)    118 17 29.     (W)     SCALED    
 GT0236* NAVD 88     -      4267.41   (+/-2cm)   14000.7    (feet)  VERTCON   
 GT0236  ___________________________________________________________________
 GT0236  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 GT0236  VERT ORDER  -  THIRD (See Below)
 GT0236
 GT0236.The horizontal coordinates were scaled from a topographic map and have
 GT0236.an estimated accuracy of +/- 6 seconds.
 GT0236
 GT0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0236.The vertical order pertains to the NGVD 29 superseded value.
 GT0236
 GT0236.The geoid height was determined by GEOID03.
 GT0236
 GT0236;                    North         East    Units  Estimated Accuracy
 GT0236;SPC CA 4     -   637,920.    2,063,420.      MT  (+/- 180 meters Scaled)
 GT0236
 GT0236                          SUPERSEDED SURVEY CONTROL
 GT0236
 GT0236  NGVD 29 (??/??/??) 4265.55   (m)        13994.6    (f) RESET       3  
 GT0236
 GT0236.Superseded values are not recommended for survey control.
 GT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0236.See file dsdata.txt to determine how the superseded data were derived.
 GT0236
 GT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA844484(NAD 83)
 GT0236_MARKER: DB = BENCH MARK DISK
 GT0236_SETTING: 80 = SET IN A BOULDER
 GT0236_SP_SET: BOULDER
 GT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0236+STABILITY: SURFACE MOTION
 GT0236
 GT0236  HISTORY     - Date     Condition        Report By
 GT0236  HISTORY     - UNK      MONUMENTED       USGS
 GT0236  HISTORY     - 1928     GOOD             NGS
 GT0236
 GT0236                          STATION DESCRIPTION
 GT0236
 GT0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GT0236'0.5 MI S FROM MT WHITNEY.
 GT0236'0.5 MILE SOUTH ALONG A TRAIL LEADING TO WHITNEY PASS FROM THE
 GT0236'SUMMIT OF MT. WHITNEY, TULARE COUNTY, ON THE SOUTH SLOPE OF THE
 GT0236'MOUNTAIN, AT THE RIGHT EDGE OF THE TRAIL, ON A BOULDER PAINTED
 GT0236'USGS BM 14000, AND ABOUT 3 FEET HIGHER THAN THE TRAIL.  A POINT
 GT0236'ON THE BOULDER MARKED WITH BLACK PAINT.  NOTE-- THIS IS A
 GT0236'TEMPORARY BENCH MARK OF THE GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0741 ***********************************************************************
 EV0741  DESIGNATION -  1403
 EV0741  PID         -  EV0741
 EV0741  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0741  USGS QUAD   -  YERMO (1970)
 EV0741
 EV0741                         *CURRENT SURVEY CONTROL
 EV0741  ___________________________________________________________________
 EV0741* NAD 83(1986)-  34 54 08.     (N)    116 49 29.     (W)     SCALED    
 EV0741* NAVD 88     -       588.832  (meters)    1931.86   (feet)  ADJUSTED  
 EV0741  ___________________________________________________________________
 EV0741  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EV0741  DYNAMIC HT  -         588.175 (meters)    1929.70  (feet)  COMP
 EV0741  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 EV0741
 EV0741  VERT ORDER  -  SECOND    CLASS 0
 EV0741
 EV0741.The horizontal coordinates were scaled from a topographic map and have
 EV0741.an estimated accuracy of +/- 6 seconds.
 EV0741
 EV0741.The orthometric height was determined by differential leveling
 EV0741.and adjusted in June 1991.
 EV0741
 EV0741.The geoid height was determined by GEOID03.
 EV0741
 EV0741.The dynamic height is computed by dividing the NAVD 88
 EV0741.geopotential number by the normal gravity value computed on the
 EV0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0741.degrees latitude (g = 980.6199 gals.).
 EV0741
 EV0741.The modeled gravity was interpolated from observed gravity values.
 EV0741
 EV0741;                    North         East    Units  Estimated Accuracy
 EV0741;SPC CA 5     -   656,170.    2,107,410.      MT  (+/- 180 meters Scaled)
 EV0741
 EV0741                          SUPERSEDED SURVEY CONTROL
 EV0741
 EV0741  NGVD 29 (??/??/??)  588.21   (m)         1929.8    (f) RESET       3  
 EV0741
 EV0741.Superseded values are not recommended for survey control.
 EV0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0741.See file dsdata.txt to determine how the superseded data were derived.
 EV0741
 EV0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU160622(NAD 83)
 EV0741_MARKER: DD = SURVEY DISK
 EV0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0741_STAMPING: 1403
 EV0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0741+STABILITY: SURFACE MOTION
 EV0741
 EV0741  HISTORY     - Date     Condition        Report By
 EV0741  HISTORY     - UNK      MONUMENTED       CAGS
 EV0741  HISTORY     - 1953     GOOD             NGS
 EV0741  HISTORY     - 1978     MARK NOT FOUND   USMC
 EV0741
 EV0741                          STATION DESCRIPTION
 EV0741
 EV0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EV0741'AT YERMO.
 EV0741'AT YERMO, SAN BERNARDINO COUNTY, 9 RAILS NORTHEAST OF THE UNION
 EV0741'PACIFIC RAILROAD STATION, 34 FEET SOUTHEAST OF THE SOUTHEAST TRACK,
 EV0741'AND 5 FEET NORTHEAST OF A POINT 19 FEET SOUTH OF THE NORTH CORNER
 EV0741'OF A RAILROAD PACK.  A STATE SURVEY STANDARD DISK, STAMPED 1403
 EV0741'AND SET IN THE TOP OF A CONCRETE POST.
 EV0741
 EV0741                          STATION RECOVERY (1978)
 EV0741
 EV0741'RECOVERY NOTE BY US MARINE CORPS 1978
 EV0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0151 ***********************************************************************
 LU0151  DESIGNATION -  1403.66
 LU0151  PID         -  LU0151
 LU0151  STATE/COUNTY-  CA/SHASTA
 LU0151  USGS QUAD   -  O'BRIEN (1990)
 LU0151
 LU0151                         *CURRENT SURVEY CONTROL
 LU0151  ___________________________________________________________________
 LU0151* NAD 83(1986)-  40 46 36.     (N)    122 19 07.     (W)     SCALED    
 LU0151* NAVD 88     -       428.740  (meters)    1406.62   (feet)  ADJUSTED  
 LU0151  ___________________________________________________________________
 LU0151  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LU0151  DYNAMIC HT  -         428.512 (meters)    1405.88  (feet)  COMP
 LU0151  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 LU0151
 LU0151  VERT ORDER  -  FIRST     CLASS II
 LU0151
 LU0151.The horizontal coordinates were scaled from a topographic map and have
 LU0151.an estimated accuracy of +/- 6 seconds.
 LU0151
 LU0151.The orthometric height was determined by differential leveling
 LU0151.and adjusted in June 1991.
 LU0151
 LU0151.The geoid height was determined by GEOID03.
 LU0151
 LU0151.The dynamic height is computed by dividing the NAVD 88
 LU0151.geopotential number by the normal gravity value computed on the
 LU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0151.degrees latitude (g = 980.6199 gals.).
 LU0151
 LU0151.The modeled gravity was interpolated from observed gravity values.
 LU0151
 LU0151;                    North         East    Units  Estimated Accuracy
 LU0151;SPC CA 1     -   660,310.    1,973,110.      MT  (+/- 180 meters Scaled)
 LU0151
 LU0151                          SUPERSEDED SURVEY CONTROL
 LU0151
 LU0151  NGVD 29 (??/??/92)  427.929  (m)         1403.96   (f) ADJ UNCH    1 2
 LU0151
 LU0151.Superseded values are not recommended for survey control.
 LU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0151.See file dsdata.txt to determine how the superseded data were derived.
 LU0151
 LU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL574141(NAD 83)
 LU0151_MARKER: DD = SURVEY DISK
 LU0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0151_SP_SET: BRIDGE
 LU0151_STAMPING: 1403.66
 LU0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0151
 LU0151  HISTORY     - Date     Condition        Report By
 LU0151  HISTORY     - UNK      MONUMENTED       CADH
 LU0151  HISTORY     - 1943     GOOD             NGS
 LU0151  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0151
 LU0151                          STATION DESCRIPTION
 LU0151
 LU0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0151'15.1 MI S FROM DELTA.
 LU0151'15.1 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 LU0151'DELTA, SHASTA COUNTY, 12 FEET NORTH OF CULVERT B 894+66, AT
 LU0151'HIGHWAY BRIDGE 6-42, IN THE NORTH END OF THE EAST CURBING, 21
 LU0151'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1
 LU0151'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A CALIFORNIA DIVISION OF
 LU0151'HIGHWAYS STANDARD DISK, STAMPED 1403.66.
 LU0151
 LU0151                          STATION RECOVERY (1988)
 LU0151
 LU0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0151'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0744 ***********************************************************************
 EV0744  DESIGNATION -  1405
 EV0744  PID         -  EV0744
 EV0744  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0744  USGS QUAD   -  YERMO (1970)
 EV0744
 EV0744                         *CURRENT SURVEY CONTROL
 EV0744  ___________________________________________________________________
 EV0744* NAD 83(1986)-  34 55 05.     (N)    116 45 17.     (W)     SCALED    
 EV0744* NAVD 88     -       573.687  (meters)    1882.17   (feet)  ADJUSTED  
 EV0744  ___________________________________________________________________
 EV0744  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EV0744  DYNAMIC HT  -         573.049 (meters)    1880.08  (feet)  COMP
 EV0744  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 EV0744
 EV0744  VERT ORDER  -  SECOND    CLASS 0
 EV0744
 EV0744.The horizontal coordinates were scaled from a topographic map and have
 EV0744.an estimated accuracy of +/- 6 seconds.
 EV0744
 EV0744.The orthometric height was determined by differential leveling
 EV0744.and adjusted in June 1991.
 EV0744
 EV0744.The geoid height was determined by GEOID03.
 EV0744
 EV0744.The dynamic height is computed by dividing the NAVD 88
 EV0744.geopotential number by the normal gravity value computed on the
 EV0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0744.degrees latitude (g = 980.6199 gals.).
 EV0744
 EV0744.The modeled gravity was interpolated from observed gravity values.
 EV0744
 EV0744;                    North         East    Units  Estimated Accuracy
 EV0744;SPC CA 5     -   658,000.    2,113,780.      MT  (+/- 180 meters Scaled)
 EV0744
 EV0744                          SUPERSEDED SURVEY CONTROL
 EV0744
 EV0744  NGVD 29 (??/??/??)  573.07   (m)         1880.1    (f) RESET       3  
 EV0744
 EV0744.Superseded values are not recommended for survey control.
 EV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0744.See file dsdata.txt to determine how the superseded data were derived.
 EV0744
 EV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU224639(NAD 83)
 EV0744_MARKER: DD = SURVEY DISK
 EV0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0744_SP_SET: BRIDGE ABUTMENT
 EV0744_STAMPING: 1405
 EV0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0744
 EV0744  HISTORY     - Date     Condition        Report By
 EV0744  HISTORY     - UNK      MONUMENTED       CAGS
 EV0744  HISTORY     - 1935     GOOD             NGS
 EV0744
 EV0744                          STATION DESCRIPTION
 EV0744
 EV0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EV0744'4.2 MI NE FROM YERMO.
 EV0744'4.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV0744'STATION AT YERMO, SAN BERNARDINO COUNTY, IN THE TOP OF THE SOUTH
 EV0744'END OF THE EAST ABUTMENT OF BRIDGE 167.37, AND 6 FEET SOUTH OF THE
 EV0744'SOUTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 1405.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0929 ***********************************************************************
 LU0929  DESIGNATION -  1405 B
 LU0929  PID         -  LU0929
 LU0929  STATE/COUNTY-  CA/TRINITY
 LU0929  USGS QUAD   -  HELENA (1982)
 LU0929
 LU0929                         *CURRENT SURVEY CONTROL
 LU0929  ___________________________________________________________________
 LU0929* NAD 83(1986)-  40 46 23.     (N)    123 07 42.     (W)     SCALED    
 LU0929* NAVD 88     -       428.963  (meters)    1407.36   (feet)  ADJUSTED  
 LU0929  ___________________________________________________________________
 LU0929  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 LU0929  DYNAMIC HT  -         428.720 (meters)    1406.56  (feet)  COMP
 LU0929  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 LU0929
 LU0929  VERT ORDER  -  FIRST     CLASS II
 LU0929
 LU0929.The horizontal coordinates were scaled from a topographic map and have
 LU0929.an estimated accuracy of +/- 6 seconds.
 LU0929
 LU0929.The orthometric height was determined by differential leveling
 LU0929.and adjusted in June 1991.
 LU0929
 LU0929.The geoid height was determined by GEOID03.
 LU0929
 LU0929.The dynamic height is computed by dividing the NAVD 88
 LU0929.geopotential number by the normal gravity value computed on the
 LU0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0929.degrees latitude (g = 980.6199 gals.).
 LU0929
 LU0929.The modeled gravity was interpolated from observed gravity values.
 LU0929
 LU0929;                    North         East    Units  Estimated Accuracy
 LU0929;SPC CA 1     -   660,480.    1,904,760.      MT  (+/- 180 meters Scaled)
 LU0929
 LU0929                          SUPERSEDED SURVEY CONTROL
 LU0929
 LU0929  NGVD 29 (12/02/92)  428.085  (m)         1404.48   (f) ADJUSTED    1 2
 LU0929
 LU0929.Superseded values are not recommended for survey control.
 LU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0929.See file dsdata.txt to determine how the superseded data were derived.
 LU0929
 LU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL891135(NAD 83)
 LU0929_MARKER: DD = SURVEY DISK
 LU0929_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LU0929+WITH SETTING: PAVEMENT
 LU0929_SP_SET: CONCRETE PLATFORM
 LU0929_STAMPING: 1404.072 B 1905
 LU0929_MARK LOGO: USGS  
 LU0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0929+STABILITY: SURFACE MOTION
 LU0929
 LU0929  HISTORY     - Date     Condition        Report By
 LU0929  HISTORY     - 1905     MONUMENTED       USGS
 LU0929  HISTORY     - 1935     GOOD             NGS
 LU0929  HISTORY     - 1988     GOOD             NGS
 LU0929
 LU0929                          STATION DESCRIPTION
 LU0929
 LU0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0929'AT HELENA.
 LU0929'AT HELENA, TRINITY COUNTY, AT THE POST OFFICE, 40 INCHES EAST
 LU0929'OF THE SOUTHWEST CORNER OF THE BRICK BUILDING, AND IN THE
 LU0929'CONCRETE PLATFORM IN FRONT OF THE BUILDING.  A UNITED STATES
 LU0929'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1404.072 B 1905.
 LU0929
 LU0929                          STATION RECOVERY (1988)
 LU0929
 LU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0929'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.7 KM
 LU0929'(9.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE IN BIG
 LU0929'BAR, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG EAST FORK ROAD, IN THE
 LU0929'SOUTH CORNER OF A CONCRETE PLATFORM IN FRONT OF AN ABANDONED
 LU0929'BUILDING, 7.7 M (25.3 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 LU0929'AND 1.0 M (3.3 FT) SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING.
 LU0929'NOTE--THE DISK IS RECESSED 2-INCHES IN THE PLATFORM.  THE ORIGINAL
 LU0929'DESCRIPTION STATES THE DISK IS STAMPED 1404.072 B 1905, BUT IS
 LU0929'STAMPED AS ABOVE.
 LU0929'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2617 ***********************************************************************
 HR2617  DESIGNATION -  14051
 HR2617  PID         -  HR2617
 HR2617  STATE/COUNTY-  CA/INYO
 HR2617  USGS QUAD   -  SPLIT MTN (1994)
 HR2617
 HR2617                         *CURRENT SURVEY CONTROL
 HR2617  ___________________________________________________________________
 HR2617* NAD 83(1992)-  37 01 15.29208(N)    118 25 20.76590(W)     ADJUSTED  
 HR2617* NAVD 88     -      4286.     (meters)   14062.     (feet)  SCALED    
 HR2617  ___________________________________________________________________
 HR2617  EPOCH DATE  -        1991.35
 HR2617  LAPLACE CORR-         -15.96  (seconds)                    DEFLEC99
 HR2617  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HR2617  HORZ ORDER  -  SECOND
 HR2617
 HR2617.The horizontal coordinates were established by classical geodetic methods
 HR2617.and adjusted by the National Geodetic Survey in March 1994.
 HR2617.The horizontal coordinates are valid at the epoch date displayed above.
 HR2617.The epoch date for horizontal control is a decimal equivalence
 HR2617.of Year/Month/Day.
 HR2617
 HR2617.The orthometric height was scaled from a topographic map.
 HR2617
 HR2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2617
 HR2617.The geoid height was determined by GEOID03.
 HR2617
 HR2617;                    North         East     Units Scale Factor Converg.
 HR2617;SPC CA 4     -   687,413.757 2,051,393.809   MT  0.99996447   +0 20 40.4
 HR2617;SPC CA 4     - 2,255,289.97  6,730,281.19   sFT  0.99996447   +0 20 40.4
 HR2617;UTM  11      - 4,098,138.293   373,468.395   MT  0.99979723   -0 51 23.7
 HR2617
 HR2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2617!SPC CA 4     -   0.99933176  x   0.99996447  =   0.99929626
 HR2617!UTM  11      -   0.99933176  x   0.99979723  =   0.99912913
 HR2617
 HR2617                          SUPERSEDED SURVEY CONTROL
 HR2617
 HR2617  NAD 83(1986)-  37 01 15.28463(N)    118 25 20.76113(W) AD(1984.00) 2
 HR2617  NAD 27      -  37 01 15.52020(N)    118 25 17.40270(W) AD(       ) 2
 HR2617
 HR2617.Superseded values are not recommended for survey control.
 HR2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2617.See file dsdata.txt to determine how the superseded data were derived.
 HR2617
 HR2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA7346898138(NAD 83)
 HR2617
 HR2617  HISTORY     - Date     Condition        Report By
 HR2617  HISTORY     - 1950     MONUMENTED       CGS
 HR2617
 HR2617                          STATION DESCRIPTION
 HR2617
 HR2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2617'SEE STATION SPLIT MTN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0789 ***********************************************************************
 EV0789  DESIGNATION -  1406
 EV0789  PID         -  EV0789
 EV0789  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0789  USGS QUAD   -  HARVARD HILL (1982)
 EV0789
 EV0789                         *CURRENT SURVEY CONTROL
 EV0789  ___________________________________________________________________
 EV0789* NAD 83(1986)-  34 55 21.     (N)    116 43 52.     (W)     SCALED    
 EV0789* NAVD 88     -       569.885  (meters)    1869.70   (feet)  ADJUSTED  
 EV0789  ___________________________________________________________________
 EV0789  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EV0789  DYNAMIC HT  -         569.253 (meters)    1867.62  (feet)  COMP
 EV0789  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 EV0789
 EV0789  VERT ORDER  -  SECOND    CLASS 0
 EV0789
 EV0789.The horizontal coordinates were scaled from a topographic map and have
 EV0789.an estimated accuracy of +/- 6 seconds.
 EV0789
 EV0789.The orthometric height was determined by differential leveling
 EV0789.and adjusted in June 1991.
 EV0789
 EV0789.The geoid height was determined by GEOID03.
 EV0789
 EV0789.The dynamic height is computed by dividing the NAVD 88
 EV0789.geopotential number by the normal gravity value computed on the
 EV0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0789.degrees latitude (g = 980.6199 gals.).
 EV0789
 EV0789.The modeled gravity was interpolated from observed gravity values.
 EV0789
 EV0789;                    North         East    Units  Estimated Accuracy
 EV0789;SPC CA 5     -   658,520.    2,115,930.      MT  (+/- 180 meters Scaled)
 EV0789
 EV0789                          SUPERSEDED SURVEY CONTROL
 EV0789
 EV0789  NGVD 29 (??/??/??)  569.26   (m)         1867.6    (f) RESET       3  
 EV0789
 EV0789.Superseded values are not recommended for survey control.
 EV0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0789.See file dsdata.txt to determine how the superseded data were derived.
 EV0789
 EV0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU245644(NAD 83)
 EV0789_MARKER: DD = SURVEY DISK
 EV0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0789_SP_SET: BRIDGE ABUTMENT
 EV0789_STAMPING: 1406
 EV0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0789
 EV0789  HISTORY     - Date     Condition        Report By
 EV0789  HISTORY     - UNK      MONUMENTED       CAGS
 EV0789  HISTORY     - 1935     GOOD             NGS
 EV0789
 EV0789                          STATION DESCRIPTION
 EV0789
 EV0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EV0789'5.6 MI NE FROM YERMO.
 EV0789'5.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV0789'STATION AT YERMO, SAN BERNARDINO COUNTY, IN THE TOP OF THE
 EV0789'SOUTH END OF THE EAST ABUTMENT OF BRIDGE 168.76, AND 6 FEET
 EV0789'SOUTH OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1406.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3312 ***********************************************************************
 AH3312  DESIGNATION -  1406 1
 AH3312  PID         -  AH3312
 AH3312  STATE/COUNTY-  CA/LOS ANGELES
 AH3312  USGS QUAD   -  BURBANK (1994)
 AH3312
 AH3312                         *CURRENT SURVEY CONTROL
 AH3312  ___________________________________________________________________
 AH3312* NAD 83(1986)-  34 10 06.     (N)    118 19 23.     (W)     SCALED    
 AH3312* NAVD 88     -       165.599  (meters)     543.30   (feet)  ADJUSTED  
 AH3312  ___________________________________________________________________
 AH3312  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AH3312  DYNAMIC HT  -         165.426 (meters)     542.74  (feet)  COMP
 AH3312  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 AH3312
 AH3312  VERT ORDER  -  FIRST     CLASS II
 AH3312
 AH3312.The horizontal coordinates were scaled from a topographic map and have
 AH3312.an estimated accuracy of +/- 6 seconds.
 AH3312
 AH3312.The orthometric height was determined by differential leveling
 AH3312.and adjusted in May 1999.
 AH3312
 AH3312.The geoid height was determined by GEOID03.
 AH3312
 AH3312.The dynamic height is computed by dividing the NAVD 88
 AH3312.geopotential number by the normal gravity value computed on the
 AH3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3312.degrees latitude (g = 980.6199 gals.).
 AH3312
 AH3312.The modeled gravity was interpolated from observed gravity values.
 AH3312
 AH3312;                    North         East    Units  Estimated Accuracy
 AH3312;SPC CA 5     -   574,180.    1,970,210.      MT  (+/- 180 meters Scaled)
 AH3312
 AH3312                          SUPERSEDED SURVEY CONTROL
 AH3312
 AH3312.No superseded survey control is available for this station.
 AH3312
 AH3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780816(NAD 83)
 AH3312_MARKER: DB = BENCH MARK DISK
 AH3312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3312_SP_SET: CATCH BASIN
 AH3312_STAMPING: CITY OF BURBANK BM 1406-1
 AH3312_MARK LOGO: CA0480
 AH3312_PROJECTION: FLUSH
 AH3312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3312+STABILITY: SURFACE MOTION
 AH3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3312+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AH3312
 AH3312  HISTORY     - Date     Condition        Report By
 AH3312  HISTORY     - UNK      MONUMENTED       CA0480
 AH3312  HISTORY     - 19970422 GOOD             MWDSC
 AH3312
 AH3312                          STATION DESCRIPTION
 AH3312
 AH3312'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3312'IN THE CITY OF BURBANK, NORTHWEST CORNER OF VERDUGO AVENUE AND SPARKS
 AH3312'STREET, 21.3 M (69.9 FT) NORTHWESTERLY OF THE CENTERLINE OF VERDUGO
 AH3312'AVENUE, 6.7 M (22.0 FT) SOUTHWESTERLY OF THE CENTERLINE OF SPARKS
 AH3312'STREET, STATION IS IN THE WESTERLY END OF A 1.4 M (4.6 FT) BY 3.4 M
 AH3312'(11.2 FT) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1013 ***********************************************************************
 EV1013  DESIGNATION -  1406.0
 EV1013  PID         -  EV1013
 EV1013  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1013  USGS QUAD   -  REDLANDS (1996)
 EV1013
 EV1013                         *CURRENT SURVEY CONTROL
 EV1013  ___________________________________________________________________
 EV1013* NAD 83(1986)-  34 03 47.     (N)    117 10 27.     (W)     SCALED    
 EV1013* NAVD 88     -       429.321  (meters)    1408.53   (feet)  READJUSTED
 EV1013  ___________________________________________________________________
 EV1013  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 EV1013  DYNAMIC HT  -         428.820 (meters)    1406.89  (feet)  COMP
 EV1013  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 EV1013
 EV1013  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV1013
 EV1013.The horizontal coordinates were scaled from a topographic map and have
 EV1013.an estimated accuracy of +/- 6 seconds.
 EV1013
 EV1013.The orthometric height was determined by differential leveling
 EV1013.and adjusted in February 1993.
 EV1013.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV1013.distribution rate of 2.1 thru 3.0 mm/km.
 EV1013.The height was derived from older observations constrained to new
 EV1013.heights in a crustal motion area.  The height is approximate in
 EV1013.relation to other heights in its vicinity.
 EV1013
 EV1013.The geoid height was determined by GEOID03.
 EV1013
 EV1013.The dynamic height is computed by dividing the NAVD 88
 EV1013.geopotential number by the normal gravity value computed on the
 EV1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1013.degrees latitude (g = 980.6199 gals.).
 EV1013
 EV1013.The modeled gravity was interpolated from observed gravity values.
 EV1013
 EV1013;                    North         East    Units  Estimated Accuracy
 EV1013;SPC CA 5     -   562,770.    2,076,240.      MT  (+/- 180 meters Scaled)
 EV1013
 EV1013                          SUPERSEDED SURVEY CONTROL
 EV1013
 EV1013  NGVD 29 (??/??/92)  428.520  (m)         1405.90   (f) ADJ UNCH    1 1
 EV1013
 EV1013.Superseded values are not recommended for survey control.
 EV1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1013.See file dsdata.txt to determine how the superseded data were derived.
 EV1013
 EV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT839691(NAD 83)
 EV1013_MARKER: Z = SEE DESCRIPTION
 EV1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1013_SP_SET: CATCH BASIN
 EV1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1013
 EV1013  HISTORY     - Date     Condition        Report By
 EV1013  HISTORY     - UNK      MONUMENTED       USGS
 EV1013  HISTORY     - 1956     GOOD             NGS
 EV1013  HISTORY     - 1961     GOOD             NGS
 EV1013  HISTORY     - 1978     GOOD             NGS
 EV1013
 EV1013                          STATION DESCRIPTION
 EV1013
 EV1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1013'AT REDLANDS.
 EV1013'AT REDLANDS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF CHURCH
 EV1013'STREET AND EAST COLTON AVENUE ON TOP OF THE SOUTHEAST CORNER OF
 EV1013'A CONCRETE CATCH-BASIN, ABOUT 1 FOOT HIGHER THAN THE STREET, AND
 EV1013'FLUSH WITH THE CONCRETE CURBING.
 EV1013
 EV1013                          STATION RECOVERY (1961)
 EV1013
 EV1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV1013'RECOVERED IN GOOD CONDITION.
 EV1013
 EV1013                          STATION RECOVERY (1978)
 EV1013
 EV1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0792 ***********************************************************************
 EV0792  DESIGNATION -  1407
 EV0792  PID         -  EV0792
 EV0792  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0792  USGS QUAD   -  HARVARD HILL (1982)
 EV0792
 EV0792                         *CURRENT SURVEY CONTROL
 EV0792  ___________________________________________________________________
 EV0792* NAD 83(1986)-  34 56 13.     (N)    116 41 39.     (W)     SCALED    
 EV0792* NAVD 88     -       562.154  (meters)    1844.33   (feet)  ADJUSTED  
 EV0792  ___________________________________________________________________
 EV0792  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EV0792  DYNAMIC HT  -         561.533 (meters)    1842.30  (feet)  COMP
 EV0792  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 EV0792
 EV0792  VERT ORDER  -  SECOND    CLASS 0
 EV0792
 EV0792.The horizontal coordinates were scaled from a topographic map and have
 EV0792.an estimated accuracy of +/- 6 seconds.
 EV0792
 EV0792.The orthometric height was determined by differential leveling
 EV0792.and adjusted in June 1991.
 EV0792
 EV0792.The geoid height was determined by GEOID03.
 EV0792
 EV0792.The dynamic height is computed by dividing the NAVD 88
 EV0792.geopotential number by the normal gravity value computed on the
 EV0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0792.degrees latitude (g = 980.6199 gals.).
 EV0792
 EV0792.The modeled gravity was interpolated from observed gravity values.
 EV0792
 EV0792;                    North         East    Units  Estimated Accuracy
 EV0792;SPC CA 5     -   660,170.    2,119,290.      MT  (+/- 180 meters Scaled)
 EV0792
 EV0792                          SUPERSEDED SURVEY CONTROL
 EV0792
 EV0792  NGVD 29 (??/??/??)  561.53   (m)         1842.3    (f) RESET       3  
 EV0792
 EV0792.Superseded values are not recommended for survey control.
 EV0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0792.See file dsdata.txt to determine how the superseded data were derived.
 EV0792
 EV0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU279660(NAD 83)
 EV0792_MARKER: DD = SURVEY DISK
 EV0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0792_STAMPING: 1407
 EV0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0792+STABILITY: SURFACE MOTION
 EV0792
 EV0792  HISTORY     - Date     Condition        Report By
 EV0792  HISTORY     - UNK      MONUMENTED       CAGS
 EV0792  HISTORY     - 1935     GOOD             NGS
 EV0792
 EV0792                          STATION DESCRIPTION
 EV0792
 EV0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EV0792'7.8 MI NE FROM YERMO.
 EV0792'7.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV0792'STATION AT YERMO, SAN BERNARDINO COUNTY, 3 FEET SOUTHWEST OF
 EV0792'MILEPOST 171, AND 43 FEET SOUTHEAST OF THE TRACK.  A STATE SURVEY
 EV0792'STANDARD DISK, STAMPED 1407 AND SET IN THE TOP OF A CONCRETE
 EV0792'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0953 ***********************************************************************
 HS0953  DESIGNATION -  1407
 HS0953  PID         -  HS0953
 HS0953  STATE/COUNTY-  CA/TUOLUMNE
 HS0953  USGS QUAD   -  MOCCASIN (1987)
 HS0953
 HS0953                         *CURRENT SURVEY CONTROL
 HS0953  ___________________________________________________________________
 HS0953* NAD 83(1986)-  37 48 41.     (N)    120 17 37.     (W)     SCALED    
 HS0953* NAVD 88     -       430.45   (+/-2cm)    1412.2    (feet)  VERTCON   
 HS0953  ___________________________________________________________________
 HS0953  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HS0953  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0953
 HS0953.The horizontal coordinates were scaled from a topographic map and have
 HS0953.an estimated accuracy of +/- 6 seconds.
 HS0953
 HS0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0953.The vertical order pertains to the NGVD 29 superseded value.
 HS0953
 HS0953.The geoid height was determined by GEOID03.
 HS0953
 HS0953;                    North         East    Units  Estimated Accuracy
 HS0953;SPC CA 3     -   645,560.    2,018,170.      MT  (+/- 180 meters Scaled)
 HS0953
 HS0953                          SUPERSEDED SURVEY CONTROL
 HS0953
 HS0953  NGVD 29 (??/??/92)  429.703  (m)         1409.78   (f) ADJ UNCH    1 2
 HS0953
 HS0953.Superseded values are not recommended for survey control.
 HS0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0953.See file dsdata.txt to determine how the superseded data were derived.
 HS0953
 HS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG382883(NAD 83)
 HS0953_MARKER: DD = SURVEY DISK
 HS0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0953_SP_SET: ANCHOR BLOCK
 HS0953_STAMPING: 1407 590
 HS0953_MARK LOGO: CA3290
 HS0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0953
 HS0953  HISTORY     - Date     Condition        Report By
 HS0953  HISTORY     - UNK      MONUMENTED       CA3290
 HS0953  HISTORY     - 1956     GOOD             CGS
 HS0953
 HS0953                          STATION DESCRIPTION
 HS0953
 HS0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0953'0.4 MI E FROM MOCCASIN.
 HS0953'0.38 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0953'THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST CORNER
 HS0953'OF THE SIXTH CONCRETE ANCHOR BLOCK EAST OF THE POWERHOUSE,
 HS0953'AND ABOUT 7 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1238 ***********************************************************************
 DY1238  DESIGNATION -  141
 DY1238  PID         -  DY1238
 DY1238  STATE/COUNTY-  CA/LOS ANGELES
 DY1238  USGS QUAD   -  REDONDO BEACH (1981)
 DY1238
 DY1238                         *CURRENT SURVEY CONTROL
 DY1238  ___________________________________________________________________
 DY1238* NAD 83(1986)-  33 48 00.     (N)    118 23 29.     (W)     SCALED    
 DY1238* NAVD 88     -        64.56   (+/-2cm)     211.8    (feet)  VERTCON   
 DY1238  ___________________________________________________________________
 DY1238  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1238
 DY1238.The horizontal coordinates were scaled from a topographic map and have
 DY1238.an estimated accuracy of +/- 6 seconds.
 DY1238
 DY1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1238.The vertical order pertains to the NGVD 29 superseded value.
 DY1238
 DY1238.The geoid height was determined by GEOID03.
 DY1238
 DY1238;                    North         East    Units  Estimated Accuracy
 DY1238;SPC CA 5     -   533,350.    1,963,760.      MT  (+/- 180 meters Scaled)
 DY1238
 DY1238                          SUPERSEDED SURVEY CONTROL
 DY1238
 DY1238  NGVD 29 (??/??/92)   63.83   (m)          209.4    (f) COMPUTED    1 2
 DY1238
 DY1238.Superseded values are not recommended for survey control.
 DY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1238.See file dsdata.txt to determine how the superseded data were derived.
 DY1238
 DY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712408(NAD 83)
 DY1238_MARKER: O = CHISELED CIRCLE
 DY1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1238_SP_SET: CURB
 DY1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1238
 DY1238  HISTORY     - Date     Condition        Report By
 DY1238  HISTORY     - UNK      MONUMENTED       CGS
 DY1238  HISTORY     - 1933     GOOD             NGS
 DY1238  HISTORY     - 1960     MARK NOT FOUND   NGS
 DY1238
 DY1238                          STATION DESCRIPTION
 DY1238
 DY1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DY1238'AT PALOS VERDES ESTATES.
 DY1238'AT PALOS VERDES ESTATES, ON WEST PALOS VERDES DRIVE, EAST OF
 DY1238'THE TRACT OFFICE, NORTHEAST OF THE PALOS VERDES GARAGE, 20 FEET
 DY1238'WEST OF THE CENTERLINE OF THE DRIVE, AT THE INTERSECTION OF
 DY1238'AN EAST-AND-WEST STREET, AND ON THE TOP OF THE CURB.  A CHISELED
 DY1238'CIRCLE.
 DY1238
 DY1238                          STATION RECOVERY (1960)
 DY1238
 DY1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DY1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2833 ***********************************************************************
 FU2833  DESIGNATION -  141 A DWR
 FU2833  PID         -  FU2833
 FU2833  STATE/COUNTY-  CA/KERN
 FU2833  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2833
 FU2833                         *CURRENT SURVEY CONTROL
 FU2833  ___________________________________________________________________
 FU2833* NAD 83(1986)-  35 44 46.     (N)    119 49 12.     (W)     SCALED    
 FU2833* NAVD 88     -        98.22   (+/-2cm)     322.2    (feet)  VERTCON   
 FU2833  ___________________________________________________________________
 FU2833  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 FU2833  VERT ORDER  -  THIRD (See Below)
 FU2833
 FU2833.The horizontal coordinates were scaled from a topographic map and have
 FU2833.an estimated accuracy of +/- 6 seconds.
 FU2833
 FU2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2833.The vertical order pertains to the NGVD 29 superseded value.
 FU2833
 FU2833.The geoid height was determined by GEOID03.
 FU2833
 FU2833;                    North         East    Units  Estimated Accuracy
 FU2833;SPC CA 5     -   750,660.    1,835,380.      MT  (+/- 180 meters Scaled)
 FU2833
 FU2833                          SUPERSEDED SURVEY CONTROL
 FU2833
 FU2833  NGVD 29 (??/??/??)   97.36   (m)          319.4    (f) RESET       3  
 FU2833
 FU2833.Superseded values are not recommended for survey control.
 FU2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2833.See file dsdata.txt to determine how the superseded data were derived.
 FU2833
 FU2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV449594(NAD 83)
 FU2833_MARKER: DD = SURVEY DISK
 FU2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2833_STAMPING: BM 141 A
 FU2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2833+STABILITY: SURFACE MOTION
 FU2833
 FU2833  HISTORY     - Date     Condition        Report By
 FU2833  HISTORY     - UNK      MONUMENTED       CADWR
 FU2833  HISTORY     - 1964     GOOD             NGS
 FU2833  HISTORY     - 1966     GOOD             NGS
 FU2833
 FU2833                          STATION DESCRIPTION
 FU2833
 FU2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2833'16.1 MI NW FROM LOST HILLS.
 FU2833'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2833'STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG
 FU2833'TWISSELMAN ROAD, THENCE 1.1 MILES NORTH-NORTHWEST ACROSS COUNTRY,
 FU2833'0.4 MILE WEST OF THE CORNER COMMON TO SECTIONS 16-15-21-22,
 FU2833'0.1 MILE EAST OF THE CENTER OF THE SOUTH SIDE OF SECTION 16 R
 FU2833'20 E, T 25 S, 0.95 MILE WEST OF A WATER TANK, 75 FEET NORTH OF
 FU2833'THE CENTER LINE OF A EAST-WEST TRACK ROAD, 3.4 FEET NORTH OF
 FU2833'A FENCE LINE, 2.4 FEET NORTHEAST OF A WITNESS POST AND IN THE
 FU2833'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU2833
 FU2833                          STATION RECOVERY (1966)
 FU2833
 FU2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0882 ***********************************************************************
 JS0882  DESIGNATION -  141 BBG
 JS0882  PID         -  JS0882
 JS0882  STATE/COUNTY-  CA/PLACER
 JS0882  USGS QUAD   -  LINCOLN (1981)
 JS0882
 JS0882                         *CURRENT SURVEY CONTROL
 JS0882  ___________________________________________________________________
 JS0882* NAD 83(1986)-  38 54 44.     (N)    121 19 06.     (W)     SCALED    
 JS0882* NAVD 88     -        44.043  (meters)     144.50   (feet)  ADJUSTED  
 JS0882  ___________________________________________________________________
 JS0882  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 JS0882  DYNAMIC HT  -          44.015 (meters)     144.41  (feet)  COMP
 JS0882  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JS0882
 JS0882  VERT ORDER  -  FIRST     CLASS II
 JS0882
 JS0882.The horizontal coordinates were scaled from a topographic map and have
 JS0882.an estimated accuracy of +/- 6 seconds.
 JS0882
 JS0882.The orthometric height was determined by differential leveling
 JS0882.and adjusted in June 1991.
 JS0882
 JS0882.The geoid height was determined by GEOID03.
 JS0882
 JS0882.The dynamic height is computed by dividing the NAVD 88
 JS0882.geopotential number by the normal gravity value computed on the
 JS0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0882.degrees latitude (g = 980.6199 gals.).
 JS0882
 JS0882.The modeled gravity was interpolated from observed gravity values.
 JS0882
 JS0882;                    North         East    Units  Estimated Accuracy
 JS0882;SPC CA 2     -   638,490.    2,059,120.      MT  (+/- 180 meters Scaled)
 JS0882
 JS0882                          SUPERSEDED SURVEY CONTROL
 JS0882
 JS0882  NGVD 29 (??/??/92)   43.33   (m)          142.2    (f) COMPUTED    1 2
 JS0882
 JS0882.Superseded values are not recommended for survey control.
 JS0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0882.See file dsdata.txt to determine how the superseded data were derived.
 JS0882
 JS0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ458083(NAD 83)
 JS0882_MARKER: P = PIPE CAP
 JS0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0882_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0882_STAMPING: 141 B B G 1908 142.070
 JS0882_MARK LOGO: USGS  
 JS0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0882
 JS0882  HISTORY     - Date     Condition        Report By
 JS0882  HISTORY     - 1908     MONUMENTED       USGS
 JS0882  HISTORY     - 1949     GOOD             CGS
 JS0882  HISTORY     - 19880823 MARK NOT FOUND   NGS
 JS0882
 JS0882                          STATION DESCRIPTION
 JS0882
 JS0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0882'2 MI NW FROM LINCOLN.
 JS0882'2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 JS0882'THE STATION AT LINCOLN, 0.7 MILE NORTHWEST OF THE CLAYTON SIDING
 JS0882'SIGN, 43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET
 JS0882'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 99E, 12 FEET
 JS0882'NORTHEAST OF MILEPOST 119, 2.3 FEET NORTHWEST OF A WITNESS POST,
 JS0882'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT
 JS0882'ABOVE THE GROUND.
 JS0882
 JS0882                          STATION RECOVERY (1988)
 JS0882
 JS0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1225 ***********************************************************************
 JT1225  DESIGNATION -  141 M
 JT1225  PID         -  JT1225
 JT1225  STATE/COUNTY-  CA/SONOMA
 JT1225  USGS QUAD   -  PLANTATION (1977)
 JT1225
 JT1225                         *CURRENT SURVEY CONTROL
 JT1225  ___________________________________________________________________
 JT1225* NAD 83(1986)-  38 35 40.     (N)    123 20 42.     (W)     SCALED    
 JT1225* NAVD 88     -        43.41   (+/-2cm)     142.4    (feet)  VERTCON   
 JT1225  ___________________________________________________________________
 JT1225  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JT1225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1225
 JT1225.The horizontal coordinates were scaled from a topographic map and have
 JT1225.an estimated accuracy of +/- 6 seconds.
 JT1225
 JT1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1225.The vertical order pertains to the NGVD 29 superseded value.
 JT1225
 JT1225.The geoid height was determined by GEOID03.
 JT1225
 JT1225;                    North         East    Units  Estimated Accuracy
 JT1225;SPC CA 2     -   603,860.    1,882,840.      MT  (+/- 180 meters Scaled)
 JT1225
 JT1225                          SUPERSEDED SURVEY CONTROL
 JT1225
 JT1225  NGVD 29 (??/??/92)   42.55   (m)          139.6    (f) COMPUTED    2 0
 JT1225
 JT1225.Superseded values are not recommended for survey control.
 JT1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1225.See file dsdata.txt to determine how the superseded data were derived.
 JT1225
 JT1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH699718(NAD 83)
 JT1225_MARKER: DD = SURVEY DISK
 JT1225_SETTING: 80 = SET IN A BOULDER
 JT1225_SP_SET: BOULDER
 JT1225_STAMPING: 138 141 M 1933
 JT1225_MARK LOGO: USGS  
 JT1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1225+STABILITY: SURFACE MOTION
 JT1225
 JT1225  HISTORY     - Date     Condition        Report By
 JT1225  HISTORY     - 1933     MONUMENTED       USGS
 JT1225  HISTORY     - 1975     GOOD             USGS
 JT1225  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JT1225
 JT1225                          STATION DESCRIPTION
 JT1225
 JT1225'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 JT1225'5.3 MI SE FROM STEWARTS POINT.
 JT1225'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 JT1225'STEWARTS POINT, 0.2 MILE SOUTH OF A LARGE WHITE FARMHOUSE, 60 FEET
 JT1225'NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING TO
 JT1225'PLANTATION, 30.0 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JT1225'22.5 FEET SOUTH OF THE WEST END OF 18-INCH CORRUGATED METAL PIPE
 JT1225'CULVERT D 10.41, 5.2 FEET SOUTHWEST OF A FENCE LINE, 2.3 FEET
 JT1225'NORTHWEST OF A WOODEN WITNESS POST, ABOUT 5 FEET LOWER THAN THE
 JT1225'HIGHWAY, AND CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 JT1225'THAT PROJECTS 1 FOOT ABOVE THE GROUND.
 JT1225
 JT1225                          STATION RECOVERY (1975)
 JT1225
 JT1225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1225'RECOVERED IN GOOD CONDITION.
 JT1225
 JT1225                          STATION RECOVERY (1988)
 JT1225
 JT1225'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM)
 JT1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1493 ***********************************************************************
 EW1493  DESIGNATION -  141.195 C OF LA
 EW1493  PID         -  EW1493
 EW1493  STATE/COUNTY-  CA/LOS ANGELES
 EW1493  USGS QUAD   -  HOLLYWOOD (1994)
 EW1493
 EW1493                         *CURRENT SURVEY CONTROL
 EW1493  ___________________________________________________________________
 EW1493* NAD 83(1986)-  34 03 48.     (N)    118 22 17.     (W)     SCALED    
 EW1493* NAVD 88     -        43.66   (+/-2cm)     143.2    (feet)  VERTCON   
 EW1493  ___________________________________________________________________
 EW1493  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1493  VERT ORDER  -  THIRD (See Below)
 EW1493
 EW1493.The horizontal coordinates were scaled from a topographic map and have
 EW1493.an estimated accuracy of +/- 6 seconds.
 EW1493
 EW1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1493.The vertical order pertains to the NGVD 29 superseded value.
 EW1493
 EW1493.The geoid height was determined by GEOID03.
 EW1493
 EW1493;                    North         East    Units  Estimated Accuracy
 EW1493;SPC CA 5     -   562,550.    1,965,720.      MT  (+/- 180 meters Scaled)
 EW1493
 EW1493                          SUPERSEDED SURVEY CONTROL
 EW1493
 EW1493  NGVD 29 (??/??/??)   42.89   (m)          140.7    (f) RESET       3  
 EW1493
 EW1493.Superseded values are not recommended for survey control.
 EW1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1493.See file dsdata.txt to determine how the superseded data were derived.
 EW1493
 EW1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT734700(NAD 83)
 EW1493_MARKER: S = SPIKE
 EW1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1493_SP_SET: CATCH BASIN
 EW1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1493
 EW1493  HISTORY     - Date     Condition        Report By
 EW1493  HISTORY     - UNK      MONUMENTED       CA1980
 EW1493  HISTORY     - 1945     GOOD             NGS
 EW1493  HISTORY     - 1964     GOOD             NGS
 EW1493
 EW1493                          STATION DESCRIPTION
 EW1493
 EW1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1493'AT LOS ANGELES.
 EW1493'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1493'SAN VICENTE BOULEVARD.  LOCATED IN SOUTH CURB OF WILSHIRE
 EW1493'BOULEVARD, IN CENTER OF A CATCH BASIN, 16.5 FEET EAST OF A
 EW1493'SHORT NORTH AND SOUTH CURBLINE ON THE EAST SIDE OF SAN VICENTE
 EW1493'BOULEVARD, AND 8.0 FEET WEST OF CENTER LINE OF A TRAFFIC SIGNAL
 EW1493'CONTROLER BOX.  SPIKE PROJECTS ABOUT 1/16 INCH ABOVE CURB LEVEL.
 EW1493'A CUT SPIKE SET IN CONCRETE.
 EW1493
 EW1493                          STATION RECOVERY (1964)
 EW1493
 EW1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1922 ***********************************************************************
 GU1922  DESIGNATION -  141.57 L
 GU1922  PID         -  GU1922
 GU1922  STATE/COUNTY-  CA/FRESNO
 GU1922  USGS QUAD   -  HARRIS RANCH (1971)
 GU1922
 GU1922                         *CURRENT SURVEY CONTROL
 GU1922  ___________________________________________________________________
 GU1922* NAD 83(1986)-  36 20 38.     (N)    120 14 49.     (W)     SCALED    
 GU1922* NAVD 88     -       102.01   (+/-2cm)     334.7    (feet)  VERTCON   
 GU1922  ___________________________________________________________________
 GU1922  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GU1922  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1922
 GU1922.The horizontal coordinates were scaled from a topographic map and have
 GU1922.an estimated accuracy of +/- 6 seconds.
 GU1922
 GU1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1922.The vertical order pertains to the NGVD 29 superseded value.
 GU1922
 GU1922.The geoid height was determined by GEOID03.
 GU1922
 GU1922;                    North         East    Units  Estimated Accuracy
 GU1922;SPC CA 4     -   612,860.    1,888,070.      MT  (+/- 180 meters Scaled)
 GU1922
 GU1922                          SUPERSEDED SURVEY CONTROL
 GU1922
 GU1922  NGVD 29 (??/??/92)  101.034  (m)          331.48   (f) ADJ UNCH    1 1
 GU1922
 GU1922.Superseded values are not recommended for survey control.
 GU1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1922.See file dsdata.txt to determine how the superseded data were derived.
 GU1922
 GU1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF470256(NAD 83)
 GU1922_MARKER: DD = SURVEY DISK
 GU1922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1922_SP_SET: WINGWALL
 GU1922_STAMPING: 141.57 L
 GU1922_MARK LOGO: BOR   
 GU1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1922+STABILITY: SURFACE MOTION
 GU1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1922+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1922
 GU1922  HISTORY     - Date     Condition        Report By
 GU1922  HISTORY     - UNK      MONUMENTED       BOR
 GU1922  HISTORY     - 1967     GOOD             NGS
 GU1922  HISTORY     - 1971     GOOD             NGS
 GU1922  HISTORY     - 19890214 GOOD             NGS
 GU1922
 GU1922                          STATION DESCRIPTION
 GU1922
 GU1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1922'54.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1922'54.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1922'AMIGOS PUMP PLANT, AT THE CROSSING OF OAKLAND AVENUE, 14 FEET
 GU1922'NORTH OF THE CENTER LINE OF THE AVENUE, IN THE TOP OF THE EAST
 GU1922'END OF THE NORTHEAST CONCRETE WING WALL OF THE AVENUE BRIDGE
 GU1922'OVER AQUEDUCT, 0.3 FOOT WEST OF THE EAST END OF THE WING WALL,
 GU1922'AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 GU1922
 GU1922                          STATION RECOVERY (1971)
 GU1922
 GU1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1922'RECOVERED IN GOOD CONDITION.
 GU1922
 GU1922                          STATION RECOVERY (1989)
 GU1922
 GU1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1921 ***********************************************************************
 GU1921  DESIGNATION -  141.60 L
 GU1921  PID         -  GU1921
 GU1921  STATE/COUNTY-  CA/FRESNO
 GU1921  USGS QUAD   -  HARRIS RANCH (1971)
 GU1921
 GU1921                         *CURRENT SURVEY CONTROL
 GU1921  ___________________________________________________________________
 GU1921* NAD 83(1986)-  36 20 39.     (N)    120 14 48.     (W)     SCALED    
 GU1921* NAVD 88     -       100.297  (meters)     329.06   (feet)  ADJUSTED  
 GU1921  ___________________________________________________________________
 GU1921  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 GU1921  DYNAMIC HT  -         100.210 (meters)     328.77  (feet)  COMP
 GU1921  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 GU1921
 GU1921  VERT ORDER  -  FIRST     CLASS I
 GU1921
 GU1921.The horizontal coordinates were scaled from a topographic map and have
 GU1921.an estimated accuracy of +/- 6 seconds.
 GU1921
 GU1921.The orthometric height was determined by differential leveling
 GU1921.and adjusted in June 1991.
 GU1921
 GU1921.The geoid height was determined by GEOID03.
 GU1921
 GU1921.The dynamic height is computed by dividing the NAVD 88
 GU1921.geopotential number by the normal gravity value computed on the
 GU1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1921.degrees latitude (g = 980.6199 gals.).
 GU1921
 GU1921.The modeled gravity was interpolated from observed gravity values.
 GU1921
 GU1921;                    North         East    Units  Estimated Accuracy
 GU1921;SPC CA 4     -   612,890.    1,888,100.      MT  (+/- 180 meters Scaled)
 GU1921
 GU1921                          SUPERSEDED SURVEY CONTROL
 GU1921
 GU1921  NGVD 29 (??/??/92)   99.280  (m)          325.72   (f) ADJ UNCH    1 1
 GU1921
 GU1921.Superseded values are not recommended for survey control.
 GU1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1921.See file dsdata.txt to determine how the superseded data were derived.
 GU1921
 GU1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF470256(NAD 83)
 GU1921_MARKER: DD = SURVEY DISK
 GU1921_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1921+WITH SETTING: PAVEMENT
 GU1921_SP_SET: DECK
 GU1921_STAMPING: 141.60 L 102 LT 3814+99-77
 GU1921_MARK LOGO: BOR   
 GU1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1921+STABILITY: SURFACE MOTION
 GU1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1921+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1921
 GU1921  HISTORY     - Date     Condition        Report By
 GU1921  HISTORY     - UNK      MONUMENTED       BOR
 GU1921  HISTORY     - 1967     GOOD             NGS
 GU1921  HISTORY     - 1971     GOOD             NGS
 GU1921  HISTORY     - 19890117 GOOD             NGS
 GU1921
 GU1921                          STATION DESCRIPTION
 GU1921
 GU1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1921'54.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1921'54.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1921'AMIGOS PUMP PLANT, 160 FEET SOUTH OF BENCH MARK 141.57 L (USBR),
 GU1921'33 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, IN THE
 GU1921'TOP OF THE CENTER OF THE GRATE DECK OF A TURNOUT STRUCTURE, 5
 GU1921'FEET NORTH OF THE SOUTH END OF THE STRUCTURE, ABOUT LEVEL WITH
 GU1921'THE AQUEDUCT LINING, AND ABOUT 4 FEET LOWER THAN THE NORTHEAST
 GU1921'LEVEE ROAD.
 GU1921
 GU1921                          STATION RECOVERY (1971)
 GU1921
 GU1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1921'RECOVERED IN GOOD CONDITION.
 GU1921
 GU1921                          STATION RECOVERY (1989)
 GU1921
 GU1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1270 ***********************************************************************
 FU1270  DESIGNATION -  1410 USGS
 FU1270  PID         -  FU1270
 FU1270  STATE/COUNTY-  CA/KERN
 FU1270  USGS QUAD   -  WEST ELK HILLS (1973)
 FU1270
 FU1270                         *CURRENT SURVEY CONTROL
 FU1270  ___________________________________________________________________
 FU1270* NAD 83(1986)-  35 15 30.     (N)    119 36 15.     (W)     SCALED    
 FU1270* NAVD 88     -       430.538  (meters)    1412.52   (feet)  ADJUSTED  
 FU1270  ___________________________________________________________________
 FU1270  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 FU1270  DYNAMIC HT  -         430.086 (meters)    1411.04  (feet)  COMP
 FU1270  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 FU1270
 FU1270  VERT ORDER  -  FIRST     CLASS I
 FU1270
 FU1270.The horizontal coordinates were scaled from a topographic map and have
 FU1270.an estimated accuracy of +/- 6 seconds.
 FU1270
 FU1270.The orthometric height was determined by differential leveling
 FU1270.and adjusted in June 1991.
 FU1270
 FU1270.The geoid height was determined by GEOID03.
 FU1270
 FU1270.The dynamic height is computed by dividing the NAVD 88
 FU1270.geopotential number by the normal gravity value computed on the
 FU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU1270.degrees latitude (g = 980.6199 gals.).
 FU1270
 FU1270.The modeled gravity was interpolated from observed gravity values.
 FU1270
 FU1270;                    North         East    Units  Estimated Accuracy
 FU1270;SPC CA 5     -   696,210.    1,854,030.      MT  (+/- 180 meters Scaled)
 FU1270
 FU1270                          SUPERSEDED SURVEY CONTROL
 FU1270
 FU1270  NGVD 29 (??/??/92)  429.700  (m)         1409.77   (f) ADJ UNCH    1 1
 FU1270
 FU1270.Superseded values are not recommended for survey control.
 FU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1270.See file dsdata.txt to determine how the superseded data were derived.
 FU1270
 FU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV630048(NAD 83)
 FU1270_MARKER: P = PIPE CAP
 FU1270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1270_STAMPING: 1410 B 33 1908
 FU1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1270
 FU1270  HISTORY     - Date     Condition        Report By
 FU1270  HISTORY     - 1908     MONUMENTED       USGS
 FU1270  HISTORY     - 1947     GOOD             NGS
 FU1270  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU1270  HISTORY     - 1977     GOOD             NGS
 FU1270
 FU1270                          STATION DESCRIPTION
 FU1270
 FU1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FU1270'3.7 MI SE FROM MC KITTRICK.
 FU1270'NEW DESCRIPTION-- 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO.
 FU1270'33 FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT MC KITTRICK,
 FU1270'IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 0.1 MILE SOUTHEAST
 FU1270'OF A JUNCTION OF A DIRT ROAD LEADING EAST, 44.5 FEET EAST OF THE
 FU1270'CENTER LINE OF THE HIGHWAY, 5.5 FEET NORTH OF A TELEPHONE POLE,
 FU1270'A CAP RIVETED ON THE TOP OF A 3 1/2 INCH PIPE PROJECTING 0.5 FOOT
 FU1270'ABOVE THE GROUND.  WITNESS POST SET 1.8 FEET NORTH OF THE
 FU1270'STATION.
 FU1270
 FU1270                          STATION RECOVERY (1970)
 FU1270
 FU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1270'MARK NOT FOUND.
 FU1270
 FU1270                          STATION RECOVERY (1977)
 FU1270
 FU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU1270'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 FU1270'REWARD ROAD AT MCKITTRICK, IN LINE WITH A ROW OF TELEPHONE POLES,
 FU1270'50.2 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 FT.
 FU1270'NORTHWEST OF POWER LINE POLE 1014, 79.4 FT. SOUTHEAST OF A TELEPHONE
 FU1270'POLE. A CAP RIVITED ON THE TOP OF A 3.5-INCH IRON PIPE PROJECTING
 FU1270'0.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2376 ***********************************************************************
 GU2376  DESIGNATION -  1411 USGS
 GU2376  PID         -  GU2376
 GU2376  STATE/COUNTY-  CA/SAN BENITO
 GU2376  USGS QUAD   -  LONOAK (1984)
 GU2376
 GU2376                         *CURRENT SURVEY CONTROL
 GU2376  ___________________________________________________________________
 GU2376* NAD 83(1986)-  36 21 18.     (N)    120 58 07.     (W)     SCALED    
 GU2376* NAVD 88     -       431.11   (+/-2cm)    1414.4    (feet)  VERTCON   
 GU2376  ___________________________________________________________________
 GU2376  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 GU2376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2376
 GU2376.The horizontal coordinates were scaled from a topographic map and have
 GU2376.an estimated accuracy of +/- 6 seconds.
 GU2376
 GU2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2376.The vertical order pertains to the NGVD 29 superseded value.
 GU2376
 GU2376.The geoid height was determined by GEOID03.
 GU2376
 GU2376;                    North         East    Units  Estimated Accuracy
 GU2376;SPC CA 4     -   615,180.    1,823,320.      MT  (+/- 180 meters Scaled)
 GU2376
 GU2376                          SUPERSEDED SURVEY CONTROL
 GU2376
 GU2376  NGVD 29 (??/??/92)  430.092  (m)         1411.06   (f) ADJ UNCH    2 0
 GU2376
 GU2376.Superseded values are not recommended for survey control.
 GU2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2376.See file dsdata.txt to determine how the superseded data were derived.
 GU2376
 GU2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF822252(NAD 83)
 GU2376_MARKER: DD = SURVEY DISK
 GU2376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2376_STAMPING: 1411 1917
 GU2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2376
 GU2376  HISTORY     - Date     Condition        Report By
 GU2376  HISTORY     - 1917     MONUMENTED       USGS
 GU2376  HISTORY     - 1943     MARK NOT FOUND   NGS
 GU2376
 GU2376                          STATION DESCRIPTION
 GU2376
 GU2376'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 GU2376'6.4 MI N FROM LONOAK.
 GU2376'IN SAN BENITO COUNTY, 6.4 MILES NORTH ALONG STATE HIGHWAY 25
 GU2376'FROM LONOAK, MONTEREY COUNTY, 70 FEET EAST OF THE CENTER OF A
 GU2376'WINDMILL TOWER, 56 FEET NORTHEAST OF POLE 45/5, 27 FEET WEST
 GU2376'OF THE CENTERLINE OF THE ROAD, AND 4 FEET WEST OF THE FENCE.
 GU2376'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1411 1917
 GU2376'AND RIVETED ON THE TOP OF AN IRON PIPE.
 GU2376
 GU2376                          STATION RECOVERY (1943)
 GU2376
 GU2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GU2376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1002 ***********************************************************************
 JT1002  DESIGNATION -  1411.6 USGS
 JT1002  PID         -  JT1002
 JT1002  STATE/COUNTY-  CA/LAKE
 JT1002  USGS QUAD   -  WHISPERING PINES (1993)
 JT1002
 JT1002                         *CURRENT SURVEY CONTROL
 JT1002  ___________________________________________________________________
 JT1002* NAD 83(1986)-  38 46 55.     (N)    122 41 09.     (W)     SCALED    
 JT1002* NAVD 88     -       431.42   (+/-2cm)    1415.4    (feet)  VERTCON   
 JT1002  ___________________________________________________________________
 JT1002  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 JT1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1002
 JT1002.The horizontal coordinates were scaled from a topographic map and have
 JT1002.an estimated accuracy of +/- 6 seconds.
 JT1002
 JT1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1002.The vertical order pertains to the NGVD 29 superseded value.
 JT1002
 JT1002.The geoid height was determined by GEOID03.
 JT1002
 JT1002;                    North         East    Units  Estimated Accuracy
 JT1002;SPC CA 2     -   624,030.    1,940,410.      MT  (+/- 180 meters Scaled)
 JT1002
 JT1002                          SUPERSEDED SURVEY CONTROL
 JT1002
 JT1002  NGVD 29 (??/??/92)  430.51   (m)         1412.4    (f) COMPUTED    2 0
 JT1002
 JT1002.Superseded values are not recommended for survey control.
 JT1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1002.See file dsdata.txt to determine how the superseded data were derived.
 JT1002
 JT1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH272926(NAD 83)
 JT1002_MARKER: Z = SEE DESCRIPTION
 JT1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1002_SP_SET: TREE ROOT
 JT1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1002
 JT1002  HISTORY     - Date     Condition        Report By
 JT1002  HISTORY     - UNK      MONUMENTED       USGS
 JT1002  HISTORY     - 1942     GOOD             NGS
 JT1002  HISTORY     - 1973     MARK NOT FOUND   NGS
 JT1002
 JT1002                          STATION DESCRIPTION
 JT1002
 JT1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT1002'4.5 MI NW FROM MIDDLETOWN.
 JT1002'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM HOTEL HERRICK
 JT1002'AT MIDDLETOWN, LAKE COUNTY, AT A T-ROAD INTERSECTION, 36 FEET
 JT1002'NORTH OF THE CENTERLINE OF THE HOUDD GIBSON CAMP ROAD, 33 FEET
 JT1002'WEST OF THE CENTERLINE OF THE HIGHWAY, NEAR A WHITE WOODEN WITNESS
 JT1002'POST, AND IN THE ROOT OF A 25-INCH PINE TREE.  A UNITED STATES
 JT1002'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 JT1002
 JT1002                          STATION RECOVERY (1973)
 JT1002
 JT1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0153 ***********************************************************************
 FU0153  DESIGNATION -  1414 USGS
 FU0153  PID         -  FU0153
 FU0153  STATE/COUNTY-  CA/KERN
 FU0153  USGS QUAD   -  MT ADELAIDE (1994)
 FU0153
 FU0153                         *CURRENT SURVEY CONTROL
 FU0153  ___________________________________________________________________
 FU0153* NAD 83(1986)-  35 28 35.     (N)    118 43 51.     (W)     SCALED    
 FU0153* NAVD 88     -       431.68   (+/-2cm)    1416.3    (feet)  VERTCON   
 FU0153  ___________________________________________________________________
 FU0153  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FU0153  VERT ORDER  -  THIRD (See Below)
 FU0153
 FU0153.The horizontal coordinates were scaled from a topographic map and have
 FU0153.an estimated accuracy of +/- 6 seconds.
 FU0153
 FU0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0153.The vertical order pertains to the NGVD 29 superseded value.
 FU0153
 FU0153.The geoid height was determined by GEOID03.
 FU0153
 FU0153;                    North         East    Units  Estimated Accuracy
 FU0153;SPC CA 5     -   719,480.    1,933,670.      MT  (+/- 180 meters Scaled)
 FU0153
 FU0153                          SUPERSEDED SURVEY CONTROL
 FU0153
 FU0153  NGVD 29 (??/??/??)  430.77   (m)         1413.3    (f) RESET       3  
 FU0153
 FU0153.Superseded values are not recommended for survey control.
 FU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0153.See file dsdata.txt to determine how the superseded data were derived.
 FU0153
 FU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV429272(NAD 83)
 FU0153_MARKER: DD = SURVEY DISK
 FU0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0153_SP_SET: OUTCROP
 FU0153_STAMPING: 1414 10 1934
 FU0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0153
 FU0153  HISTORY     - Date     Condition        Report By
 FU0153  HISTORY     - 1934     MONUMENTED       USGS
 FU0153
 FU0153                          STATION DESCRIPTION
 FU0153
 FU0153'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0153'17.6 MI E FROM BAKERSFIELD.
 FU0153'17.6 MILES EAST ALONG STATE HIGHWAY 178 FROM THE H.F. WILLIAMS
 FU0153'SCHOOL AT BAKERSFIELD, KERN COUNTY, 16 YARDS NORTHWEST OF THE
 FU0153'CHARLES ANDERSON RESIDENCE, 30 FEET EAST OF THE CENTERLINE OF THE
 FU0153'HIGHWAY, IN THE TOP OF THE NORTHWEST END OF A GRANITE OUTCROP, AND
 FU0153'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 FU0153'SURVEY STANDARD DISK, STAMPED 1414 10 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1516 ***********************************************************************
 DX1516  DESIGNATION -  1419
 DX1516  PID         -  DX1516
 DX1516  STATE/COUNTY-  CA/RIVERSIDE
 DX1516  USGS QUAD   -  BACHELOR MTN (1978)
 DX1516
 DX1516                         *CURRENT SURVEY CONTROL
 DX1516  ___________________________________________________________________
 DX1516* NAD 83(1986)-  33 37 14.     (N)    117 05 16.     (W)     SCALED    
 DX1516* NAVD 88     -       433.538  (meters)    1422.37   (feet)  ADJUSTED  
 DX1516  ___________________________________________________________________
 DX1516  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX1516  DYNAMIC HT  -         433.045 (meters)    1420.75  (feet)  COMP
 DX1516  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 DX1516
 DX1516  VERT ORDER  -  FIRST     CLASS II
 DX1516
 DX1516.The horizontal coordinates were scaled from a topographic map and have
 DX1516.an estimated accuracy of +/- 6 seconds.
 DX1516
 DX1516.The orthometric height was determined by differential leveling
 DX1516.and adjusted in January 1993.
 DX1516
 DX1516.The geoid height was determined by GEOID03.
 DX1516
 DX1516.The dynamic height is computed by dividing the NAVD 88
 DX1516.geopotential number by the normal gravity value computed on the
 DX1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1516.degrees latitude (g = 980.6199 gals.).
 DX1516
 DX1516.The modeled gravity was interpolated from observed gravity values.
 DX1516
 DX1516;                    North         East    Units  Estimated Accuracy
 DX1516;SPC CA 6     -   661,550.    1,922,260.      MT  (+/- 180 meters Scaled)
 DX1516
 DX1516                          SUPERSEDED SURVEY CONTROL
 DX1516
 DX1516  NGVD 29 (??/??/??)  432.802  (m)         1419.95   (f) ADJUSTED    1 2
 DX1516
 DX1516.Superseded values are not recommended for survey control.
 DX1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1516.See file dsdata.txt to determine how the superseded data were derived.
 DX1516
 DX1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT918200(NAD 83)
 DX1516_MARKER: DB = BENCH MARK DISK
 DX1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1516_STAMPING: 1419 SEA
 DX1516_MARK LOGO: USGS  
 DX1516_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1516+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1992
 DX1516_ROD/PIPE-DEPTH: 0.15 meters
 DX1516
 DX1516  HISTORY     - Date     Condition        Report By
 DX1516  HISTORY     - UNK      MONUMENTED       USGS
 DX1516  HISTORY     - 1935     GOOD             NGS
 DX1516  HISTORY     - 1972     MARK NOT FOUND   CA-065
 DX1516  HISTORY     - 19920828 GOOD             MWDSC
 DX1516
 DX1516                          STATION DESCRIPTION
 DX1516
 DX1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1516'6.6 MI S FROM WINCHESTER.
 DX1516'6.6 MILES SOUTH ALONG THE TEMECULA ROAD FROM THE ATCHISON,
 DX1516'TOPEKA AND SANTA FE RAILWAY STATION AT WINCHESTER, RIVERSIDE
 DX1516'COUNTY, 0.2 MILE NORTH OF A WOODEN BRIDGE, 0.1 MILE WEST OF THE
 DX1516'JUNCTION OF THE NEW TEMECULA ROAD, AT THE CORNER OF SECTION 28,
 DX1516'T 6 S, R 2 W, AT THE CORNER FORMED BY THE CUT-OFF OF THE NEW
 DX1516'ROAD, 13 FEET EAST OF THE GATE TO A ROAD LEADING WEST TO THE
 DX1516'JEAN NICOLAS FARM, AND AT THE FENCE.  A UNITED STATES GEOLOGICAL
 DX1516'SURVEY STANDARD CAP, STAMPED 1419 SEA AND RIVETED ON THE TOP OF
 DX1516'AN IRON PIPE.
 DX1516
 DX1516                          STATION RECOVERY (1972)
 DX1516
 DX1516'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1972
 DX1516'MARK NOT FOUND.
 DX1516
 DX1516                          STATION RECOVERY (1992)
 DX1516
 DX1516'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX1516'2.6 MILES (4.2 KM) NORTHWEST OF LAKE SKINNER RESERVOIR, FROM THE
 DX1516'INTERSECTION OF WASHINGTON ST. AND RAWSON RD., 650 FEET (198.1 M)
 DX1516'WEST ALONG RAWSON RD.  13 FEET (4.0 M) NORTH OF THE CENTERLINE OF
 DX1516'RAWSON RD., 103 FEET (31.4 M) NORTHWEST OF POWER POLE NO. 216211 2
 DX1516'FEET (0.6 M) EAST OF CARSONITE SURVEY MARKER, 2.5 FEET (0.8 M) EASTOF
 DX1516'THE CORNER OF A WOOD FENCE POST WITH BARBED WIRE.  A FOUR INCH BRASS
 DX1516'SET ON TOP OF A 4 INCH IRON PIPE 0.5 FEET (15.2 CM) BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2820 ***********************************************************************
 FU2820  DESIGNATION -  142 A DWR
 FU2820  PID         -  FU2820
 FU2820  STATE/COUNTY-  CA/KERN
 FU2820  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2820
 FU2820                         *CURRENT SURVEY CONTROL
 FU2820  ___________________________________________________________________
 FU2820* NAD 83(1986)-  35 43 55.     (N)    119 47 58.     (W)     SCALED    
 FU2820* NAVD 88     -        93.36   (+/-2cm)     306.3    (feet)  VERTCON   
 FU2820  ___________________________________________________________________
 FU2820  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 FU2820  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2820
 FU2820.The horizontal coordinates were scaled from a topographic map and have
 FU2820.an estimated accuracy of +/- 6 seconds.
 FU2820
 FU2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2820.The vertical order pertains to the NGVD 29 superseded value.
 FU2820
 FU2820.The geoid height was determined by GEOID03.
 FU2820
 FU2820;                    North         East    Units  Estimated Accuracy
 FU2820;SPC CA 5     -   749,050.    1,837,210.      MT  (+/- 180 meters Scaled)
 FU2820
 FU2820                          SUPERSEDED SURVEY CONTROL
 FU2820
 FU2820  NGVD 29 (??/??/92)   92.536  (m)          303.60   (f) ADJ UNCH    1 1
 FU2820
 FU2820.Superseded values are not recommended for survey control.
 FU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2820.See file dsdata.txt to determine how the superseded data were derived.
 FU2820
 FU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV468578(NAD 83)
 FU2820_MARKER: DD = SURVEY DISK
 FU2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2820_STAMPING: BM 142 A
 FU2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2820+STABILITY: SURFACE MOTION
 FU2820
 FU2820  HISTORY     - Date     Condition        Report By
 FU2820  HISTORY     - UNK      MONUMENTED       CADWR
 FU2820  HISTORY     - 1964     GOOD             NGS
 FU2820  HISTORY     - 1975     MARK NOT FOUND   NGS
 FU2820
 FU2820                          STATION DESCRIPTION
 FU2820
 FU2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2820'11.4 MI SE FROM DEVILS DEN.
 FU2820'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE PACIFIC
 FU2820'GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, THENCE 7.95 MILES
 FU2820'EAST ALONG TWISSELMAN ROAD, 43 FEET NORTH OF THE CENTER LINE OF
 FU2820'THE ROAD, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 FU2820'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU2820'0.1 FOOT ABOVE THE GROUND.
 FU2820
 FU2820                          STATION RECOVERY (1975)
 FU2820
 FU2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1546 ***********************************************************************
 HS1546  DESIGNATION -  142.234
 HS1546  PID         -  HS1546
 HS1546  STATE/COUNTY-  CA/MERCED
 HS1546  USGS QUAD   -  ARENA (1987)
 HS1546
 HS1546                         *CURRENT SURVEY CONTROL
 HS1546  ___________________________________________________________________
 HS1546* NAD 83(1986)-  37 22 19.     (N)    120 40 51.     (W)     SCALED    
 HS1546* NAVD 88     -        43.99   (+/-2cm)     144.3    (feet)  VERTCON   
 HS1546  ___________________________________________________________________
 HS1546  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS1546  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1546
 HS1546.The horizontal coordinates were scaled from a topographic map and have
 HS1546.an estimated accuracy of +/- 6 seconds.
 HS1546
 HS1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1546.The vertical order pertains to the NGVD 29 superseded value.
 HS1546
 HS1546.The geoid height was determined by GEOID03.
 HS1546
 HS1546;                    North         East    Units  Estimated Accuracy
 HS1546;SPC CA 3     -   596,790.    1,983,980.      MT  (+/- 180 meters Scaled)
 HS1546
 HS1546                          SUPERSEDED SURVEY CONTROL
 HS1546
 HS1546  NGVD 29 (??/??/92)   43.256  (m)          141.92   (f) ADJ UNCH    1 2
 HS1546
 HS1546.Superseded values are not recommended for survey control.
 HS1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1546.See file dsdata.txt to determine how the superseded data were derived.
 HS1546
 HS1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG053386(NAD 83)
 HS1546_MARKER: P = PIPE CAP
 HS1546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1546_STAMPING: 142.234 B 1901
 HS1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1546
 HS1546  HISTORY     - Date     Condition        Report By
 HS1546  HISTORY     - 1901     MONUMENTED       USGS
 HS1546  HISTORY     - 1958     GOOD             NGS
 HS1546  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS1546
 HS1546                          STATION DESCRIPTION
 HS1546
 HS1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1546'2.6 MI SE FROM LIVINGSTON.
 HS1546'2.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1546'FROM THE STATION AT LIVINGSTON, 0.35 MILE SOUTHEAST OF THE
 HS1546'CROSSING OF PEACH AVENUE, 0.25 MILE NORTHWEST OF THE CROSSING
 HS1546'OF ARENA WAY (ROAD 277), 42.2 FEET NORTHEAST OF THE NORTHEAST
 HS1546'RAIL, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 HS1546'LANES OF U.S. HIGHWAY 99, 41.5 FEET EAST OF THE EAST CORNER
 HS1546'OF THE CONCRETE BASE FOR BLOCK SIGNAL 1387, 8 FEET SOUTH OF A
 HS1546'TELEPHONE POLE, 1 FOOT NORTHWEST OF A WITNESS POST, ABOUT 2 1/2
 HS1546'FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 HS1546'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HS1546
 HS1546                          STATION RECOVERY (1988)
 HS1546
 HS1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1546'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0107 ***********************************************************************
 HT0107  DESIGNATION -  142.29 C OF WC
 HT0107  PID         -  HT0107
 HT0107  STATE/COUNTY-  CA/CONTRA COSTA
 HT0107  USGS QUAD   -  WALNUT CREEK (1995)
 HT0107
 HT0107                         *CURRENT SURVEY CONTROL
 HT0107  ___________________________________________________________________
 HT0107* NAD 83(1986)-  37 53 52.     (N)    122 03 31.     (W)     SCALED    
 HT0107* NAVD 88     -        44.17   (+/-2cm)     144.9    (feet)  VERTCON   
 HT0107  ___________________________________________________________________
 HT0107  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HT0107  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0107
 HT0107.The horizontal coordinates were scaled from a topographic map and have
 HT0107.an estimated accuracy of +/- 6 seconds.
 HT0107
 HT0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0107.The vertical order pertains to the NGVD 29 superseded value.
 HT0107
 HT0107.The geoid height was determined by GEOID03.
 HT0107
 HT0107;                    North         East    Units  Estimated Accuracy
 HT0107;SPC CA 3     -   656,270.    1,862,930.      MT  (+/- 180 meters Scaled)
 HT0107
 HT0107                          SUPERSEDED SURVEY CONTROL
 HT0107
 HT0107  NGVD 29 (??/??/92)   43.353  (m)          142.23   (f) ADJ UNCH    1 2
 HT0107
 HT0107.Superseded values are not recommended for survey control.
 HT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0107.See file dsdata.txt to determine how the superseded data were derived.
 HT0107
 HT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG827948(NAD 83)
 HT0107_MARKER: DD = SURVEY DISK
 HT0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0107_SP_SET: CULVERT
 HT0107_STAMPING: 142.29
 HT0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0107
 HT0107  HISTORY     - Date     Condition        Report By
 HT0107  HISTORY     - UNK      MONUMENTED       CA4070
 HT0107  HISTORY     - 1958     GOOD             NGS
 HT0107  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0107
 HT0107                          STATION DESCRIPTION
 HT0107
 HT0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0107'AT WALNUT CREEK.
 HT0107'AT WALNUT CREEK, AT THE CENTER OF THE INTERSECTION OF NORTH
 HT0107'BROADWAY AND WALKER AVENUE, IN THE TOP OF THE CONCRETE PAVEMENT
 HT0107'WHICH ALSO SERVES AS THE TOP OF A CONCRETE BOX CULVERT FOR
 HT0107'UNDERGROUND WALNUT CREEK.
 HT0107
 HT0107                          STATION RECOVERY (1987)
 HT0107
 HT0107'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1643 ***********************************************************************
 EW1643  DESIGNATION -  142.451 C OF LA
 EW1643  PID         -  EW1643
 EW1643  STATE/COUNTY-  CA/LOS ANGELES
 EW1643  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1643
 EW1643                         *CURRENT SURVEY CONTROL
 EW1643  ___________________________________________________________________
 EW1643* NAD 83(1986)-  34 03 34.     (N)    118 23 01.     (W)     SCALED    
 EW1643* NAVD 88     -        44.05   (+/-2cm)     144.5    (feet)  VERTCON   
 EW1643  ___________________________________________________________________
 EW1643  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EW1643  VERT ORDER  -  THIRD (See Below)
 EW1643
 EW1643.The horizontal coordinates were scaled from a topographic map and have
 EW1643.an estimated accuracy of +/- 6 seconds.
 EW1643
 EW1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1643.The vertical order pertains to the NGVD 29 superseded value.
 EW1643
 EW1643.The geoid height was determined by GEOID03.
 EW1643
 EW1643;                    North         East    Units  Estimated Accuracy
 EW1643;SPC CA 5     -   562,130.    1,964,590.      MT  (+/- 180 meters Scaled)
 EW1643
 EW1643                          SUPERSEDED SURVEY CONTROL
 EW1643
 EW1643  NGVD 29 (??/??/??)   43.28   (m)          142.0    (f) RESET       3  
 EW1643
 EW1643.Superseded values are not recommended for survey control.
 EW1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1643.See file dsdata.txt to determine how the superseded data were derived.
 EW1643
 EW1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723696(NAD 83)
 EW1643_MARKER: S = SPIKE
 EW1643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1643_SP_SET: CATCH BASIN
 EW1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1643
 EW1643  HISTORY     - Date     Condition        Report By
 EW1643  HISTORY     - UNK      MONUMENTED       CA1980
 EW1643  HISTORY     - 1945     GOOD             NGS
 EW1643  HISTORY     - 1964     GOOD             NGS
 EW1643
 EW1643                          STATION DESCRIPTION
 EW1643
 EW1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1643'AT BEVERLY HILLS.
 EW1643'AT BEVERLY HILLS AT THE INTERSECTION OF ROBERTSON BOULEVARD
 EW1643'AND OLYMPIC BOULEVARD, 55.7 FEET NORTH OF THE NORTH CURBLINE
 EW1643'OF OLYMPIC BOULEVARD, 2.8 FEET WEST OF THE WEST CURB OF ROBERTSON
 EW1643'BOULEVARD AND IN THE SOUTHWEST CORNER OF A CATCH BASIN.  A CUT
 EW1643'SPIKE SET IN CONCRETE.
 EW1643
 EW1643                          STATION RECOVERY (1964)
 EW1643
 EW1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2193 ***********************************************************************
 DX2193  DESIGNATION -  142.7
 DX2193  PID         -  DX2193
 DX2193  STATE/COUNTY-  CA/ORANGE
 DX2193  USGS QUAD   -  ORANGE (1981)
 DX2193
 DX2193                         *CURRENT SURVEY CONTROL
 DX2193  ___________________________________________________________________
 DX2193* NAD 83(1986)-  33 45 58.     (N)    117 52 02.     (W)     SCALED    
 DX2193* NAVD 88     -        44.86   (+/-2cm)     147.2    (feet)  VERTCON   
 DX2193  ___________________________________________________________________
 DX2193  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DX2193  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2193
 DX2193.The horizontal coordinates were scaled from a topographic map and have
 DX2193.an estimated accuracy of +/- 6 seconds.
 DX2193
 DX2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2193.The vertical order pertains to the NGVD 29 superseded value.
 DX2193
 DX2193.The geoid height was determined by GEOID03.
 DX2193
 DX2193;                    North         East    Units  Estimated Accuracy
 DX2193;SPC CA 6     -   678,550.    1,850,190.      MT  (+/- 180 meters Scaled)
 DX2193
 DX2193                          SUPERSEDED SURVEY CONTROL
 DX2193
 DX2193  NGVD 29 (??/??/??)   44.143  (m)          144.83   (f) ADJUSTED    1 1
 DX2193
 DX2193.Superseded values are not recommended for survey control.
 DX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2193.See file dsdata.txt to determine how the superseded data were derived.
 DX2193
 DX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196365(NAD 83)
 DX2193_MARKER: DD = SURVEY DISK
 DX2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2193_STAMPING: 7 9215
 DX2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2193+STABILITY: SURFACE MOTION
 DX2193
 DX2193  HISTORY     - Date     Condition        Report By
 DX2193  HISTORY     - UNK      MONUMENTED       CA3420
 DX2193  HISTORY     - 1946     GOOD             NGS
 DX2193  HISTORY     - 1974     GOOD             CA-059
 DX2193
 DX2193                          STATION DESCRIPTION
 DX2193
 DX2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DX2193'AT SANTA ANA.
 DX2193'AT THE INTERSECTION OF SANTA CLARA AVENUE AND NORTH MAIN STREET,
 DX2193'IN THE STREET, AND 4 FEET WEST OF THE CENTER OF THE INTERSECTION,
 DX2193'A CITY OF SANTA ANA STANDARD DISK, SET IN CONCRETE ABOUT 2 FEET
 DX2193'BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS HAD THROUGH
 DX2193'A 6-INCH TILE WITH A METAL COVER.
 DX2193
 DX2193                          STATION RECOVERY (1974)
 DX2193
 DX2193'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2200 ***********************************************************************
 DX2200  DESIGNATION -  142.8
 DX2200  PID         -  DX2200
 DX2200  STATE/COUNTY-  CA/ORANGE
 DX2200  USGS QUAD   -  ORANGE (1981)
 DX2200
 DX2200                         *CURRENT SURVEY CONTROL
 DX2200  ___________________________________________________________________
 DX2200* NAD 83(1986)-  33 45 45.     (N)    117 51 54.     (W)     SCALED    
 DX2200* NAVD 88     -        44.35   (+/-2cm)     145.5    (feet)  VERTCON   
 DX2200  ___________________________________________________________________
 DX2200  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DX2200  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2200
 DX2200.The horizontal coordinates were scaled from a topographic map and have
 DX2200.an estimated accuracy of +/- 6 seconds.
 DX2200
 DX2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2200.The vertical order pertains to the NGVD 29 superseded value.
 DX2200
 DX2200.The geoid height was determined by GEOID03.
 DX2200
 DX2200;                    North         East    Units  Estimated Accuracy
 DX2200;SPC CA 6     -   678,140.    1,850,390.      MT  (+/- 180 meters Scaled)
 DX2200
 DX2200                          SUPERSEDED SURVEY CONTROL
 DX2200
 DX2200  NGVD 29 (??/??/??)   43.635  (m)          143.16   (f) ADJUSTED    1 2
 DX2200
 DX2200.Superseded values are not recommended for survey control.
 DX2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2200.See file dsdata.txt to determine how the superseded data were derived.
 DX2200
 DX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT198361(NAD 83)
 DX2200_MARKER: DD = SURVEY DISK
 DX2200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2200_SP_SET: SIDEWALK
 DX2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2200
 DX2200  HISTORY     - Date     Condition        Report By
 DX2200  HISTORY     - UNK      MONUMENTED       CA3420
 DX2200  HISTORY     - 1946     GOOD             NGS
 DX2200  HISTORY     - 1967     MARK NOT FOUND   NGS
 DX2200
 DX2200                          STATION DESCRIPTION
 DX2200
 DX2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DX2200'AT SANTA ANA.
 DX2200'AT THE CENTER OF THE INTERSECTION OF SPURGEON AND TWENTIETH
 DX2200'STREETS.  A CITY OF SANTA ANA STANDARD DISK, SET IN CONCRETE
 DX2200'ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH
 DX2200'IS HAD THROUGH A 6-INCH TILE WITH A METAL COVER.
 DX2200
 DX2200                          STATION RECOVERY (1967)
 DX2200
 DX2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DX2200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0029 ***********************************************************************
 FT0029  DESIGNATION -  1421
 FT0029  PID         -  FT0029
 FT0029  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0029  USGS QUAD   -  CAVE MOUNTAIN (1986)
 FT0029
 FT0029                         *CURRENT SURVEY CONTROL
 FT0029  ___________________________________________________________________
 FT0029* NAD 83(1986)-  35 02 29.     (N)    116 17 42.     (W)     SCALED    
 FT0029* NAVD 88     -       371.70   (+/-2cm)    1219.5    (feet)  VERTCON   
 FT0029  ___________________________________________________________________
 FT0029  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FT0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FT0029
 FT0029.The horizontal coordinates were scaled from a topographic map and have
 FT0029.an estimated accuracy of +/- 6 seconds.
 FT0029
 FT0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FT0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FT0029.The vertical order pertains to the NGVD 29 superseded value.
 FT0029
 FT0029.The geoid height was determined by GEOID03.
 FT0029
 FT0029;                    North         East    Units  Estimated Accuracy
 FT0029;SPC CA 5     -   672,300.    2,155,550.      MT  (+/- 180 meters Scaled)
 FT0029
 FT0029                          SUPERSEDED SURVEY CONTROL
 FT0029
 FT0029  NGVD 29 (??/??/92)  371.025  (m)         1217.27   (f) ADJ UNCH    2 0
 FT0029
 FT0029.Superseded values are not recommended for survey control.
 FT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0029.See file dsdata.txt to determine how the superseded data were derived.
 FT0029
 FT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU643778(NAD 83)
 FT0029_MARKER: DD = SURVEY DISK
 FT0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0029_STAMPING: 1421
 FT0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0029+STABILITY: SURFACE MOTION
 FT0029
 FT0029  HISTORY     - Date     Condition        Report By
 FT0029  HISTORY     - UNK      MONUMENTED       CAGS
 FT0029  HISTORY     - 1935     GOOD             NGS
 FT0029
 FT0029                          STATION DESCRIPTION
 FT0029
 FT0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FT0029'7.3 MI W FROM CRUCERO.
 FT0029'7.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FT0029'AT CRUCERO, SAN BERNARDINO COUNTY, 9-1/2 RAILS WEST OF MILEPOST
 FT0029'197, 6-1/4 RAILS EAST OF THE STATION SIGN AT BAXTER, 46 FEET
 FT0029'NORTH OF THE MAIN TRACK, AND 5 FEET SOUTH OF A CONCRETE CISTERN.
 FT0029'A STATE SURVEY STANDARD DISK, STAMPED 1421 AND SET IN THE TOP
 FT0029'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0660 ***********************************************************************
 JS0660  DESIGNATION -  1421 USFS
 JS0660  PID         -  JS0660
 JS0660  STATE/COUNTY-  CA/EL DORADO
 JS0660  USGS QUAD   -  TUNNEL HILL (1973)
 JS0660
 JS0660                         *CURRENT SURVEY CONTROL
 JS0660  ___________________________________________________________________
 JS0660* NAD 83(1986)-  38 59 23.     (N)    120 41 17.     (W)     SCALED    
 JS0660* NAVD 88     -       433.96   (+/-2cm)    1423.8    (feet)  VERTCON   
 JS0660  ___________________________________________________________________
 JS0660  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JS0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0660
 JS0660.The horizontal coordinates were scaled from a topographic map and have
 JS0660.an estimated accuracy of +/- 6 seconds.
 JS0660
 JS0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0660.The vertical order pertains to the NGVD 29 superseded value.
 JS0660
 JS0660.The geoid height was determined by GEOID03.
 JS0660
 JS0660;                    North         East    Units  Estimated Accuracy
 JS0660;SPC CA 2     -   647,690.    2,113,650.      MT  (+/- 180 meters Scaled)
 JS0660
 JS0660                          SUPERSEDED SURVEY CONTROL
 JS0660
 JS0660  NGVD 29 (??/??/92)  433.078  (m)         1420.86   (f) ADJ UNCH    2 0
 JS0660
 JS0660.Superseded values are not recommended for survey control.
 JS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0660.See file dsdata.txt to determine how the superseded data were derived.
 JS0660
 JS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ002181(NAD 83)
 JS0660_MARKER: Z = SEE DESCRIPTION
 JS0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0660_SP_SET: BRIDGE
 JS0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0660
 JS0660  HISTORY     - Date     Condition        Report By
 JS0660  HISTORY     - UNK      MONUMENTED       USFS
 JS0660  HISTORY     - 1952     GOOD             NGS
 JS0660
 JS0660                          STATION DESCRIPTION
 JS0660
 JS0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JS0660'17.3 MI NE FROM GEORGETOWN.
 JS0660'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0660'POST OFFICE AT GEORGETOWN, THENCE 8.75 MILES NORTHEAST ALONG
 JS0660'THE RALSTON RIDGE ROAD, AT THE SOUTHEAST END OF A BRIDGE OVER
 JS0660'THE RUBICON RIVER, A CHISELED POINT ON THE TOP OF A LEDGE OF AN
 JS0660'OUTCROP, 10.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 JS0660'ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 JS0660'PAINTED LETTERS AND NUMBERS USFS 1421 B M ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0013 ***********************************************************************
 FT0013  DESIGNATION -  1422
 FT0013  PID         -  FT0013
 FT0013  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0013  USGS QUAD   -  CRUCERO HILL (1983)
 FT0013
 FT0013                         *CURRENT SURVEY CONTROL
 FT0013  ___________________________________________________________________
 FT0013* NAD 83(1986)-  35 02 33.     (N)    116 14 31.     (W)     SCALED    
 FT0013* NAVD 88     -       343.07   (+/-2cm)    1125.6    (feet)  VERTCON   
 FT0013  ___________________________________________________________________
 FT0013  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FT0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FT0013
 FT0013.The horizontal coordinates were scaled from a topographic map and have
 FT0013.an estimated accuracy of +/- 6 seconds.
 FT0013
 FT0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 FT0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FT0013.The vertical order pertains to the NGVD 29 superseded value.
 FT0013
 FT0013.The geoid height was determined by GEOID03.
 FT0013
 FT0013;                    North         East    Units  Estimated Accuracy
 FT0013;SPC CA 5     -   672,510.    2,160,390.      MT  (+/- 180 meters Scaled)
 FT0013
 FT0013                          SUPERSEDED SURVEY CONTROL
 FT0013
 FT0013  NGVD 29 (??/??/92)  342.416  (m)         1123.41   (f) ADJ UNCH    2 0
 FT0013
 FT0013.Superseded values are not recommended for survey control.
 FT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0013.See file dsdata.txt to determine how the superseded data were derived.
 FT0013
 FT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU691780(NAD 83)
 FT0013_MARKER: DD = SURVEY DISK
 FT0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0013_STAMPING: 1422
 FT0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0013+STABILITY: SURFACE MOTION
 FT0013
 FT0013  HISTORY     - Date     Condition        Report By
 FT0013  HISTORY     - UNK      MONUMENTED       CAGS
 FT0013  HISTORY     - 1935     GOOD             NGS
 FT0013  HISTORY     - 1981     GOOD             DMA
 FT0013
 FT0013                          STATION DESCRIPTION
 FT0013
 FT0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FT0013'4.3 MI W FROM CRUCERO.
 FT0013'4.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 FT0013'AT CRUCERO, SAN BERNARDINO COUNTY, ABOUT 198 YARDS WEST OF
 FT0013'MILEPOST 200, 39 FEET NORTH OF SIGNAL 199.9, 48 FEET NORTH OF
 FT0013'THE TRACK, AND 9 FEET NORTHEAST OF A POWER POLE.  A STATE SURVEY
 FT0013'STANDARD DISK, STAMPED 1422 AND SET IN THE TOP OF A CONCRETE
 FT0013'POST.
 FT0013
 FT0013                          STATION RECOVERY (1981)
 FT0013
 FT0013'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981
 FT0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2558 ***********************************************************************
 HR2558  DESIGNATION -  14242
 HR2558  PID         -  HR2558
 HR2558  STATE/COUNTY-  CA/MONO
 HR2558  USGS QUAD   -  WHITE MTN PEAK (1994)
 HR2558
 HR2558                         *CURRENT SURVEY CONTROL
 HR2558  ___________________________________________________________________
 HR2558* NAD 83(1992)-  37 38 02.84157(N)    118 15 20.48897(W)     ADJUSTED  
 HR2558* NAVD 88     -      4344.0    (meters)   14252.     (feet)  VERTCON   
 HR2558  ___________________________________________________________________
 HR2558  EPOCH DATE  -        1991.35
 HR2558  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 HR2558  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 HR2558  HORZ ORDER  -  SECOND
 HR2558
 HR2558.The horizontal coordinates were established by classical geodetic methods
 HR2558.and adjusted by the National Geodetic Survey in March 1994.
 HR2558.The horizontal coordinates are valid at the epoch date displayed above.
 HR2558.The epoch date for horizontal control is a decimal equivalence
 HR2558.of Year/Month/Day.
 HR2558
 HR2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2558
 HR2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2558
 HR2558.The geoid height was determined by GEOID03.
 HR2558
 HR2558;                    North         East     Units Scale Factor Converg.
 HR2558;SPC CA 3     -   628,240.784 2,198,065.874   MT  0.99993125   +1 22 26.5
 HR2558;SPC CA 3     - 2,061,153.31  7,211,487.79   sFT  0.99993125   +1 22 26.5
 HR2558;SPC NV W     - 4,320,048.342   828,917.134   MT  0.99991030   +0 12 00.2
 HR2558;SPC NV W     -14,173,358.60  2,719,538.96   sFT  0.99991030   +0 12 00.2
 HR2558;UTM  11      - 4,165,962.838   389,205.894   MT  0.99975120   -0 46 00.6
 HR2558
 HR2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2558!SPC CA 3     -   0.99932272  x   0.99993125  =   0.99925402
 HR2558!SPC NV W     -   0.99932272  x   0.99991030  =   0.99923308
 HR2558!UTM  11      -   0.99932272  x   0.99975120  =   0.99907409
 HR2558
 HR2558                          SUPERSEDED SURVEY CONTROL
 HR2558
 HR2558  NAD 83(1986)-  37 38 02.83893(N)    118 15 20.48584(W) AD(1984.00) 2
 HR2558  NAD 27      -  37 38 03.09300(N)    118 15 17.10200(W) AD(       ) 2
 HR2558  NGVD 29 (07/19/86) 4342.1    (m)        14246.     (f) VERT ANG    3  
 HR2558
 HR2558.Superseded values are not recommended for survey control.
 HR2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2558.See file dsdata.txt to determine how the superseded data were derived.
 HR2558
 HR2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB8920665963(NAD 83)
 HR2558
 HR2558  HISTORY     - Date     Condition        Report By
 HR2558  HISTORY     - 1950     MONUMENTED       CGS
 HR2558
 HR2558                          STATION DESCRIPTION
 HR2558
 HR2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2558'SEE STATION WHITE MOUNTAIN PEAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0584 ***********************************************************************
 HR0584  DESIGNATION -  1425
 HR0584  PID         -  HR0584
 HR0584  STATE/COUNTY-  CA/MARIPOSA
 HR0584  USGS QUAD   -  KINSLEY (1992)
 HR0584
 HR0584                         *CURRENT SURVEY CONTROL
 HR0584  ___________________________________________________________________
 HR0584* NAD 83(1986)-  37 39 24.     (N)    119 52 55.     (W)     SCALED    
 HR0584* NAVD 88     -       435.20   (+/-2cm)    1427.8    (feet)  VERTCON   
 HR0584  ___________________________________________________________________
 HR0584  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 HR0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0584
 HR0584.The horizontal coordinates were scaled from a topographic map and have
 HR0584.an estimated accuracy of +/- 6 seconds.
 HR0584
 HR0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0584.The vertical order pertains to the NGVD 29 superseded value.
 HR0584
 HR0584.The geoid height was determined by GEOID03.
 HR0584
 HR0584;                    North         East    Units  Estimated Accuracy
 HR0584;SPC CA 3     -   628,550.    2,054,530.      MT  (+/- 180 meters Scaled)
 HR0584
 HR0584                          SUPERSEDED SURVEY CONTROL
 HR0584
 HR0584  NGVD 29 (??/??/92)  434.365  (m)         1425.08   (f) ADJ UNCH    2 0
 HR0584
 HR0584.Superseded values are not recommended for survey control.
 HR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0584.See file dsdata.txt to determine how the superseded data were derived.
 HR0584
 HR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB457716(NAD 83)
 HR0584_MARKER: DD = SURVEY DISK
 HR0584_SETTING: 80 = SET IN A BOULDER
 HR0584_SP_SET: BOULDER
 HR0584_STAMPING: 1425 1905
 HR0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0584+STABILITY: SURFACE MOTION
 HR0584
 HR0584  HISTORY     - Date     Condition        Report By
 HR0584  HISTORY     - 1905     MONUMENTED       USGS
 HR0584  HISTORY     - 1943     GOOD             NGS
 HR0584
 HR0584                          STATION DESCRIPTION
 HR0584
 HR0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0584'7.1 MI W FROM EL PORTAL.
 HR0584'7.1 MILES WEST ALONG THE ABANDONED YOSEMITE VALLEY RAILROAD
 HR0584'FROM EL PORTAL, MARIPOSA COUNTY, AT BLOSS SIDING, 24 FEET NORTH
 HR0584'OF THE CENTERLINE OF THE ROADBED, AND IN THE SIDE OF A LARGE
 HR0584'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HR0584'STAMPED 1425 1905 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0896 ***********************************************************************
 LU0896  DESIGNATION -  1428 B USGS
 LU0896  PID         -  LU0896
 LU0896  STATE/COUNTY-  CA/SHASTA
 LU0896  USGS QUAD   -  IGO (1979)
 LU0896
 LU0896                         *CURRENT SURVEY CONTROL
 LU0896  ___________________________________________________________________
 LU0896* NAD 83(1986)-  40 36 51.     (N)    122 31 07.     (W)     SCALED    
 LU0896* NAVD 88     -       436.49   (+/-2cm)    1432.1    (feet)  VERTCON   
 LU0896  ___________________________________________________________________
 LU0896  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 LU0896  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0896
 LU0896.The horizontal coordinates were scaled from a topographic map and have
 LU0896.an estimated accuracy of +/- 6 seconds.
 LU0896
 LU0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0896.The vertical order pertains to the NGVD 29 superseded value.
 LU0896
 LU0896.The geoid height was determined by GEOID03.
 LU0896
 LU0896;                    North         East    Units  Estimated Accuracy
 LU0896;SPC CA 1     -   642,350.    1,956,120.      MT  (+/- 180 meters Scaled)
 LU0896
 LU0896                          SUPERSEDED SURVEY CONTROL
 LU0896
 LU0896  NGVD 29 (??/??/92)  435.666  (m)         1429.35   (f) ADJ UNCH    1 2
 LU0896
 LU0896.Superseded values are not recommended for survey control.
 LU0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0896.See file dsdata.txt to determine how the superseded data were derived.
 LU0896
 LU0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK407960(NAD 83)
 LU0896_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LU0896_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0896_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0896_STAMPING: 1429.019 B 1905
 LU0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0896
 LU0896  HISTORY     - Date     Condition        Report By
 LU0896  HISTORY     - 1905     MONUMENTED       USGS
 LU0896  HISTORY     - 1935     GOOD             NGS
 LU0896
 LU0896                          STATION DESCRIPTION
 LU0896
 LU0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0896'2.1 MI NW FROM SHASTA.
 LU0896'2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0896'AT SHASTA, SHASTA COUNTY, 300 FEET SOUTH OF THE SUMMIT OF A
 LU0896'RIDGE, 400 FEET SOUTHWEST OF HIGHWAY STATION B 140+00, AND ON
 LU0896'THE NORTH SIDE OF THE OLD CAMDEN TURNPIKE.  A UNITED STATES
 LU0896'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1429.019 B 1905 AND
 LU0896'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 14
 LU0896'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1549 ***********************************************************************
 GT1549  DESIGNATION -  143
 GT1549  PID         -  GT1549
 GT1549  STATE/COUNTY-  CA/FRESNO
 GT1549  USGS QUAD   -  KEARNEY PARK (1981)
 GT1549
 GT1549                         *CURRENT SURVEY CONTROL
 GT1549  ___________________________________________________________________
 GT1549* NAD 83(1986)-  36 44 08.     (N)    119 58 12.     (W)     SCALED    
 GT1549* NAVD 88     -        75.68   (+/-2cm)     248.3    (feet)  VERTCON   
 GT1549  ___________________________________________________________________
 GT1549  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 GT1549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1549
 GT1549.The horizontal coordinates were scaled from a topographic map and have
 GT1549.an estimated accuracy of +/- 6 seconds.
 GT1549
 GT1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1549.The vertical order pertains to the NGVD 29 superseded value.
 GT1549
 GT1549.The geoid height was determined by GEOID03.
 GT1549
 GT1549;                    North         East    Units  Estimated Accuracy
 GT1549;SPC CA 4     -   656,030.    1,913,370.      MT  (+/- 180 meters Scaled)
 GT1549
 GT1549                          SUPERSEDED SURVEY CONTROL
 GT1549
 GT1549  NGVD 29 (??/??/92)   74.920  (m)          245.80   (f) ADJ UNCH    2 0
 GT1549
 GT1549.Superseded values are not recommended for survey control.
 GT1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1549.See file dsdata.txt to determine how the superseded data were derived.
 GT1549
 GT1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA347696(NAD 83)
 GT1549_MARKER: DD = SURVEY DISK
 GT1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1549_STAMPING: 1 43
 GT1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1549+STABILITY: SURFACE MOTION
 GT1549
 GT1549  HISTORY     - Date     Condition        Report By
 GT1549  HISTORY     - UNK      MONUMENTED       CA-019
 GT1549  HISTORY     - 1959     GOOD             NGS
 GT1549
 GT1549                          STATION DESCRIPTION
 GT1549
 GT1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1549'5.8 MI E FROM KERMAN.
 GT1549'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1549'STATION AT KERMAN, THENCE 0.45 MILE SOUTH ALONG DICKENSON
 GT1549'AVENUE, AT THE INTERSECTION OF STATE HIGHWAY 180, 24 FEET EAST
 GT1549'OF THE CENTER LINE OF THE AVENUE, 143 FEET NORTH OF THE CENTER
 GT1549'LINE OF THE HIGHWAY, 80 FEET NORTH OF TELEPHONE POLE 1, 0.5 FOOT
 GT1549'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 GT1549'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1453 ***********************************************************************
 GT1453  DESIGNATION -  143
 GT1453  PID         -  GT1453
 GT1453  STATE/COUNTY-  CA/FRESNO
 GT1453  USGS QUAD   -  MALAGA (1981)
 GT1453
 GT1453                         *CURRENT SURVEY CONTROL
 GT1453  ___________________________________________________________________
 GT1453* NAD 83(1986)-  36 44 35.     (N)    119 42 37.     (W)     SCALED    
 GT1453* NAVD 88     -        97.91   (+/-2cm)     321.2    (feet)  VERTCON   
 GT1453  ___________________________________________________________________
 GT1453  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 GT1453  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1453
 GT1453.The horizontal coordinates were scaled from a topographic map and have
 GT1453.an estimated accuracy of +/- 6 seconds.
 GT1453
 GT1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1453.The vertical order pertains to the NGVD 29 superseded value.
 GT1453
 GT1453.The geoid height was determined by GEOID03.
 GT1453
 GT1453;                    North         East    Units  Estimated Accuracy
 GT1453;SPC CA 4     -   656,660.    1,936,570.      MT  (+/- 180 meters Scaled)
 GT1453
 GT1453                          SUPERSEDED SURVEY CONTROL
 GT1453
 GT1453  NGVD 29 (??/??/92)   97.14   (m)          318.7    (f) COMPUTED    1 2
 GT1453
 GT1453.Superseded values are not recommended for survey control.
 GT1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1453.See file dsdata.txt to determine how the superseded data were derived.
 GT1453
 GT1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA580697(NAD 83)
 GT1453_MARKER: DD = SURVEY DISK
 GT1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT1453_SP_SET: CURB
 GT1453_STAMPING: 143
 GT1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1453
 GT1453  HISTORY     - Date     Condition        Report By
 GT1453  HISTORY     - UNK      MONUMENTED       CA1370
 GT1453  HISTORY     - 1959     GOOD             NGS
 GT1453
 GT1453                          STATION DESCRIPTION
 GT1453
 GT1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1453'4.6 MI E FROM FRESNO.
 GT1453'ABOUT 0.75 MILE NORTHEAST ALONG TULARE STREET FROM THE MAIN
 GT1453'POST OFFICE AT FRESNO, THENCE 3.8 MILES EAST ALONG EAST TULARE
 GT1453'STREET, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 GT1453'CURB OF THE LAWN AROUND THE EAST FRESNO STATION OF THE MID
 GT1453'VALLEY FIRE DEPARTMENT 41 1/2 FEET NORTH OF THE CENTER LINE
 GT1453'OF THE STREET, 31.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GT1453'OF THE STATION AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH5604 ***********************************************************************
 AH5604  DESIGNATION -  143 BB RESET
 AH5604  PID         -  AH5604
 AH5604  STATE/COUNTY-  CA/YUBA
 AH5604  USGS QUAD   -  BROWNS VALLEY (1973)
 AH5604
 AH5604                         *CURRENT SURVEY CONTROL
 AH5604  ___________________________________________________________________
 AH5604* NAD 83(1986)-  39 13 16.     (N)    121 27 59.     (W)     SCALED    
 AH5604* NAVD 88     -        44.67   (+/-2cm)     146.6    (feet)  VERTCON   
 AH5604  ___________________________________________________________________
 AH5604  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AH5604  VERT ORDER  -  THIRD (See Below)
 AH5604
 AH5604.The horizontal coordinates were scaled from a topographic map and have
 AH5604.an estimated accuracy of +/- 6 seconds.
 AH5604
 AH5604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5604.The vertical order pertains to the NGVD 29 superseded value.
 AH5604
 AH5604.The geoid height was determined by GEOID03.
 AH5604
 AH5604;                    North         East    Units  Estimated Accuracy
 AH5604;SPC CA 2     -   672,690.    2,046,080.      MT  (+/- 180 meters Scaled)
 AH5604
 AH5604                          SUPERSEDED SURVEY CONTROL
 AH5604
 AH5604  NGVD 29 (08/19/04)   43.98   (m)          144.3    (f) RESET       3  
 AH5604
 AH5604.Superseded values are not recommended for survey control.
 AH5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5604.See file dsdata.txt to determine how the superseded data were derived.
 AH5604
 AH5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ323424(NAD 83)
 AH5604_MARKER: DB = BENCH MARK DISK
 AH5604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5604_STAMPING: 143 BB 1908 RESET 1976
 AH5604_MARK LOGO: USGS  
 AH5604_PROJECTION: FLUSH
 AH5604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5604+STABILITY: SURFACE MOTION
 AH5604
 AH5604  HISTORY     - Date     Condition        Report By
 AH5604  HISTORY     - 1976     MONUMENTED       CADT
 AH5604  HISTORY     - 20040311 MARK NOT FOUND   CADT
 AH5604
 AH5604                          STATION DESCRIPTION
 AH5604
 AH5604'DESCRIBED BY CALTRANS 1976 (LJT)
 AH5604'IN MARYSVILLE, 8.9 MILES (14.3 KM) NORTHEAST ALONG STATE HIGHWAY ROUT
 AH5604'20 AT THE INTERSECTION OF SPRING VALLEY ROAD, 72.6 FEET (22.1 M) NORTH
 AH5604'OF CENTERLINE OF ROUTE 20, 62.2 FEET (19.0 M) WEST OF CENTERLINE OF
 AH5604'SPRING VALLEY ROAD, 43.5 FEET (13.3 M) SOUTHEAST OF FENCE, 3.0 FEET
 AH5604'(0.9 M) NORTHWEST OF POWER POLE SET ON THE TOP OF A CONCRETE POST.
 AH5604
 AH5604                          STATION RECOVERY (2004)
 AH5604
 AH5604'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 AH5604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2818 ***********************************************************************
 FU2818  DESIGNATION -  143 DWR
 FU2818  PID         -  FU2818
 FU2818  STATE/COUNTY-  CA/KERN
 FU2818  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2818
 FU2818                         *CURRENT SURVEY CONTROL
 FU2818  ___________________________________________________________________
 FU2818* NAD 83(1986)-  35 43 01.     (N)    119 47 45.     (W)     SCALED    
 FU2818* NAVD 88     -        96.58   (+/-2cm)     316.9    (feet)  VERTCON   
 FU2818  ___________________________________________________________________
 FU2818  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 FU2818  VERT ORDER  -  THIRD (See Below)
 FU2818
 FU2818.The horizontal coordinates were scaled from a topographic map and have
 FU2818.an estimated accuracy of +/- 6 seconds.
 FU2818
 FU2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2818.The vertical order pertains to the NGVD 29 superseded value.
 FU2818
 FU2818.The geoid height was determined by GEOID03.
 FU2818
 FU2818;                    North         East    Units  Estimated Accuracy
 FU2818;SPC CA 5     -   747,380.    1,837,500.      MT  (+/- 180 meters Scaled)
 FU2818
 FU2818                          SUPERSEDED SURVEY CONTROL
 FU2818
 FU2818  NGVD 29 (??/??/??)   95.76   (m)          314.2    (f) RESET       3  
 FU2818
 FU2818.Superseded values are not recommended for survey control.
 FU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2818.See file dsdata.txt to determine how the superseded data were derived.
 FU2818
 FU2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV470561(NAD 83)
 FU2818_MARKER: DD = SURVEY DISK
 FU2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2818_STAMPING: BM 143 1959
 FU2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2818+STABILITY: SURFACE MOTION
 FU2818
 FU2818  HISTORY     - Date     Condition        Report By
 FU2818  HISTORY     - 1959     MONUMENTED       CADWR
 FU2818  HISTORY     - 1964     GOOD             NGS
 FU2818  HISTORY     - 1966     GOOD             NGS
 FU2818
 FU2818                          STATION DESCRIPTION
 FU2818
 FU2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2818'15 MI NW FROM LOST HILLS.
 FU2818'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2818'STATE HIGHWAY 46 AT LOST HILLS, THENCE 6.0 MILES WEST ALONG
 FU2818'TWISSELMAN ROAD, THENCE 1.0 MILE SOUTH ALONG A VERY DIM TRAIL
 FU2818'ACROSS COUNTRY, 0.7 MILE WEST OF BENCH MARK W 981 AND A WIND
 FU2818'MILL, AT THE CORNER COMMON TO SECTIONS 26-26-35-34, 2.9 FEET
 FU2818'SOUTH OF A WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 FU2818'WHICH PROJECTS 0.8 FOOT.
 FU2818
 FU2818                          STATION RECOVERY (1966)
 FU2818
 FU2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3539 ***********************************************************************
 HS3539  DESIGNATION -  143 USGS
 HS3539  PID         -  HS3539
 HS3539  STATE/COUNTY-  CA/ALAMEDA
 HS3539  USGS QUAD   -  NILES (1980)
 HS3539
 HS3539                         *CURRENT SURVEY CONTROL
 HS3539  ___________________________________________________________________
 HS3539* NAD 83(1986)-  37 35 35.     (N)    121 53 04.     (W)     SCALED    
 HS3539* NAVD 88     -        74.85   (+/-2cm)     245.6    (feet)  VERTCON   
 HS3539  ___________________________________________________________________
 HS3539  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HS3539  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3539
 HS3539.The horizontal coordinates were scaled from a topographic map and have
 HS3539.an estimated accuracy of +/- 6 seconds.
 HS3539
 HS3539.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3539.The vertical order pertains to the NGVD 29 superseded value.
 HS3539
 HS3539.The geoid height was determined by GEOID03.
 HS3539
 HS3539;                    North         East    Units  Estimated Accuracy
 HS3539;SPC CA 3     -   622,210.    1,877,750.      MT  (+/- 180 meters Scaled)
 HS3539
 HS3539                          SUPERSEDED SURVEY CONTROL
 HS3539
 HS3539  NGVD 29 (??/??/92)   74.021  (m)          242.85   (f) ADJ UNCH    1 1
 HS3539
 HS3539.Superseded values are not recommended for survey control.
 HS3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3539.See file dsdata.txt to determine how the superseded data were derived.
 HS3539
 HS3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG984612(NAD 83)
 HS3539_MARKER: N = NAIL
 HS3539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3539_SP_SET: BRIDGE SIDEWALK
 HS3539_STAMPING: BM USGS
 HS3539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3539
 HS3539  HISTORY     - Date     Condition        Report By
 HS3539  HISTORY     - UNK      MONUMENTED       USGS
 HS3539  HISTORY     - 1958     GOOD             NGS
 HS3539  HISTORY     - 1965     GOOD             NGS
 HS3539  HISTORY     - 1987     GOOD             USPSQD
 HS3539
 HS3539                          STATION DESCRIPTION
 HS3539
 HS3539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS3539'AT SUNOL.
 HS3539'AT SUNOL, 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE SUNOL
 HS3539'GLEN SCHOOL, 70 FEET EAST OF THE CENTER OF THE T JUNCTION OF
 HS3539'NILES CANYON ROAD (STATE ROUTE 1070), AT CONCRETE BRIDGE 33-43
 HS3539'OVER ARROYO DE LA LAGUNA, IN THE TOP OF THE WEST END OF THE SOUTH
 HS3539'CONCRETE SIDEWALK, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HS3539'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS3539
 HS3539                          STATION RECOVERY (1965)
 HS3539
 HS3539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS3539'RECOVERED IN GOOD CONDITION.
 HS3539
 HS3539                          STATION RECOVERY (1987)
 HS3539
 HS3539'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HS3539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1914 ***********************************************************************
 GU1914  HT_MOD      -  This is a Height Modernization Survey Station.
 GU1914  DESIGNATION -  143.12 L
 GU1914  PID         -  GU1914
 GU1914  STATE/COUNTY-  CA/FRESNO
 GU1914  USGS QUAD   -  HARRIS RANCH (1971)
 GU1914
 GU1914                         *CURRENT SURVEY CONTROL
 GU1914  ___________________________________________________________________
 GU1914* NAD 83(2007)-  36 19 34.31248(N)    120 13 51.35795(W)     ADJUSTED  
 GU1914* NAVD 88     -       101.71   (meters)     333.7    (feet)  GPS OBS   
 GU1914  ___________________________________________________________________
 GU1914  EPOCH DATE  -        2007.00
 GU1914  X           -  -2,590,284.396 (meters)                     COMP
 GU1914  Y           -  -4,445,032.524 (meters)                     COMP
 GU1914  Z           -   3,757,454.064 (meters)                     COMP
 GU1914  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 GU1914  ELLIP HEIGHT-          67.978 (meters)          (02/10/07) ADJUSTED
 GU1914  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GU1914
 GU1914  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU1914  Type    PID    Designation                      North   East  Ellip
 GU1914  -------------------------------------------------------------------
 GU1914  NETWORK GU1914 143.12 L                          0.84   1.06   3.27
 GU1914  -------------------------------------------------------------------
 GU1914
 GU1914.The horizontal coordinates were established by GPS observations
 GU1914.and adjusted by the National Geodetic Survey in February 2007.
 GU1914
 GU1914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU1914.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU1914.The horizontal coordinates are valid at the epoch date displayed above.
 GU1914.The epoch date for horizontal control is a decimal equivalence
 GU1914.of Year/Month/Day.
 GU1914
 GU1914.The orthometric height was determined by GPS observations and a
 GU1914.high-resolution geoid model.
 GU1914.The orthometric height was determined by GPS observations and a
 GU1914.high-resolution geoid model using precise GPS observation and
 GU1914.processing techniques. It supersedes the leveled height previously
 GU1914.determined for this station.
 GU1914
 GU1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU1914
 GU1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU1914
 GU1914.The ellipsoidal height was determined by GPS observations
 GU1914.and is referenced to NAD 83.
 GU1914
 GU1914.The geoid height was determined by GEOID03.
 GU1914
 GU1914;                    North         East     Units Scale Factor Converg.
 GU1914;SPC CA 4     -   610,877.790 1,889,481.495   MT  0.99995436   -0 44 03.7
 GU1914;SPC CA 4     - 2,004,188.22  6,199,073.87   sFT  0.99995436   -0 44 03.7
 GU1914;UTM  10      - 4,023,689.323   748,566.720   MT  1.00036132   +1 38 28.3
 GU1914
 GU1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU1914!SPC CA 4     -   0.99998933  x   0.99995436  =   0.99994369
 GU1914!UTM  10      -   0.99998933  x   1.00036132  =   1.00035065
 GU1914
 GU1914                          SUPERSEDED SURVEY CONTROL
 GU1914
 GU1914  NAD 83(1998)-  36 19 34.31298(N)    120 13 51.35814(W) AD(2004.50) B
 GU1914  ELLIP H (06/30/05)   67.993  (m)                       GP(       ) 4 1
 GU1914  NAD 83(1998)-  36 19 34.31106(N)    120 13 51.35822(W) AD(2002.00) 1
 GU1914  ELLIP H (10/18/04)   68.000  (m)                       GP(2002.00) 4 1
 GU1914  NAD 83(1992)-  36 19 34.30598(N)    120 13 51.35398(W) AD(1991.35) 1
 GU1914  ELLIP H (01/22/97)   68.123  (m)                       GP(1991.35) 4 2
 GU1914  NAVD 88 (06/15/91)  102.219  (m)          335.36   (f) ADJUSTED    1 1
 GU1914  NGVD 29 (??/??/92)  101.287  (m)          332.31   (f) ADJ UNCH    1 1
 GU1914
 GU1914.Superseded values are not recommended for survey control.
 GU1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1914.See file dsdata.txt to determine how the superseded data were derived.
 GU1914
 GU1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4856723689(NAD 83)
 GU1914_MARKER: DB = BENCH MARK DISK
 GU1914_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1914_SP_SET: TOP OF BRIDGE WINGWALL
 GU1914_STAMPING: L 143.12
 GU1914_MARK LOGO: BOR   
 GU1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1914+STABILITY: SURFACE MOTION
 GU1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1914+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 GU1914
 GU1914  HISTORY     - Date     Condition        Report By
 GU1914  HISTORY     - UNK      MONUMENTED       BOR
 GU1914  HISTORY     - 1967     GOOD             NGS
 GU1914  HISTORY     - 1972     GOOD             NGS
 GU1914  HISTORY     - 1983     GOOD             NGS
 GU1914  HISTORY     - 1984     GOOD             USGS
 GU1914  HISTORY     - 1985     GOOD             NGS
 GU1914  HISTORY     - 1987     GOOD             NGS
 GU1914  HISTORY     - 19890214 GOOD             NGS
 GU1914  HISTORY     - 19910828 GOOD             NGS
 GU1914  HISTORY     - 19960327 GOOD             CADT
 GU1914  HISTORY     - 20001227 GOOD             CADT
 GU1914  HISTORY     - 20040309 GOOD             MSAM
 GU1914  HISTORY     - 20040901 GOOD             CSRC
 GU1914
 GU1914                          STATION DESCRIPTION
 GU1914
 GU1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1914'56.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1914'56.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1914'AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST END OF THE NORTH
 GU1914'CONCRETE WING WALL OF FRESNO-COALINGA ROAD BRIDGE OVER AQUEDUCT,
 GU1914'14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 GU1914'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, AND ABOUT 1/2
 GU1914'FOOT HIGHER THAN THE ROAD.  NOTE-- THIS MARK MAY ALSO BE REACHED
 GU1914'FROM THE FIVE POINT INTERSECTION AT FIVE POINTS BY GOING 9.95
 GU1914'MILES SOUTHWEST ALONG THE FRESNO-COALINGA ROAD.
 GU1914
 GU1914                          STATION RECOVERY (1972)
 GU1914
 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (1983)
 GU1914
 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (1984)
 GU1914
 GU1914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (1985)
 GU1914
 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (1987)
 GU1914
 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (1989)
 GU1914
 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (1991)
 GU1914
 GU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GU1914'18.3 KM (11.35 MI) NORTHERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 GU1914'IN COALINGA, THENCE 8.1 KM (5.05 MI) NORTHEASTERLY ALONG STATE
 GU1914'HIGHWAY 145, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST
 GU1914'END OF THE NORTH CONCRETE CURB OF THE HIGHWAY BRIDGE SPANNING THE
 GU1914'CALIFORNIA AQUEDUCT, 4.3 M (14.1 FT) NORTHWEST OF THE CENTER OF THE
 GU1914'ROAD, 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB, AND
 GU1914'ABOUT 0.15 M (0.49 FT) ABOVE THE LEVEL OF THE ROAD.
 GU1914
 GU1914                          STATION RECOVERY (1996)
 GU1914
 GU1914'RECOVERY NOTE BY CALTRANS 1996 (RGD)
 GU1914'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 GU1914'STATION IS LOCATED ON THE STATE HIGHWAY 145 (FRESNO-COALINGA ROAD)
 GU1914'BRIDGE OVER THE CALIFORNIA AQUEDUCT, ABOUT 25 MI (40.2 KM) WEST OF
 GU1914'LEMOORE AND 15 MI (24.1 KM) NORTHEAST OF COALINGA.  TO REACH THE
 GU1914'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5, STATE HIGHWAYS 33
 GU1914'AND 145, ABOUT 12 MI (19.3 KM) NORTHEAST OF COALINGA, GO NORTHEAST ON
 GU1914'HIGHWAY 145 (FRESNO-COALINGA ROAD) FOR 3.1 MI (5.0 KM) TO THE
 GU1914'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CALIFORNIA AQUEDUCT AND
 GU1914'THE STATION ON THE LEFT AT POST MILE 3.05.  THE STATION IS SET FLUSH
 GU1914'IN THE TOP OF THE NORTHEAST WINGWALL OF THE BRIDGE, ABOUT 135 FT (41.1
 GU1914'M) NORTHEAST OF THE CENTER OF THE AQUEDUCT, 15.0 FT (4.6 M) NORTHWEST
 GU1914'OF THE CENTERLINE OF HIGHWAY 145, 12.4 FT (3.8 M) NORTHEAST OF THE
 GU1914'SOUTHWEST EDGE OF THE ABUTMENT, 1.4 FT (0.4 M) SOUTHEAST OF THE
 GU1914'NORTHWEST EDGE OF THE WINGWALL, 1.1 FT (0.3 M) SOUTHWEST OF THE
 GU1914'NORTHEAST END OF THE WINGWALL AND 0.7 FT (0.2 M) HIGHER THAN THE
 GU1914'ROADWAY.  THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN
 GU1914'DENSIFICATION STUDY.
 GU1914
 GU1914                          STATION RECOVERY (2000)
 GU1914
 GU1914'RECOVERY NOTE BY CALTRANS 2000 (BSJ)
 GU1914'RECOVERED IN GOOD CONDITION.
 GU1914
 GU1914                          STATION RECOVERY (2004)
 GU1914
 GU1914'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 GU1914'RECOVERY NOTE MSAM 2004 (DJK)
 GU1914' 
 GU1914'RECOVERED AS DESCRIBED
 GU1914
 GU1914                          STATION RECOVERY (2004)
 GU1914
 GU1914'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 GU1914'RECOVERED IN GOOD CONDITION. THIS STATION WAS OBSERVED AS PART OF THE
 GU1914'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1913 ***********************************************************************
 GU1913  DESIGNATION -  143.12 R
 GU1913  PID         -  GU1913
 GU1913  STATE/COUNTY-  CA/FRESNO
 GU1913  USGS QUAD   -  HARRIS RANCH (1971)
 GU1913
 GU1913                         *CURRENT SURVEY CONTROL
 GU1913  ___________________________________________________________________
 GU1913* NAD 83(1986)-  36 19 33.     (N)    120 13 53.     (W)     SCALED    
 GU1913* NAVD 88     -       102.208  (meters)     335.33   (feet)  ADJUSTED  
 GU1913  ___________________________________________________________________
 GU1913  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GU1913  DYNAMIC HT  -         102.119 (meters)     335.04  (feet)  COMP
 GU1913  MODELED GRAV-     979,759.1   (mgal)                       NAVD 88
 GU1913
 GU1913  VERT ORDER  -  FIRST     CLASS I
 GU1913
 GU1913.The horizontal coordinates were scaled from a topographic map and have
 GU1913.an estimated accuracy of +/- 6 seconds.
 GU1913
 GU1913.The orthometric height was determined by differential leveling
 GU1913.and adjusted in June 1991.
 GU1913
 GU1913.The geoid height was determined by GEOID03.
 GU1913
 GU1913.The dynamic height is computed by dividing the NAVD 88
 GU1913.geopotential number by the normal gravity value computed on the
 GU1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1913.degrees latitude (g = 980.6199 gals.).
 GU1913
 GU1913.The modeled gravity was interpolated from observed gravity values.
 GU1913
 GU1913;                    North         East    Units  Estimated Accuracy
 GU1913;SPC CA 4     -   610,840.    1,889,440.      MT  (+/- 180 meters Scaled)
 GU1913
 GU1913                          SUPERSEDED SURVEY CONTROL
 GU1913
 GU1913  NGVD 29 (??/??/92)  101.298  (m)          332.34   (f) ADJ UNCH    1 1
 GU1913
 GU1913.Superseded values are not recommended for survey control.
 GU1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1913.See file dsdata.txt to determine how the superseded data were derived.
 GU1913
 GU1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF485236(NAD 83)
 GU1913_MARKER: DD = SURVEY DISK
 GU1913_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU1913_SP_SET: CURB
 GU1913_STAMPING: 143.12 R
 GU1913_MARK LOGO: BOR   
 GU1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1913+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1913
 GU1913  HISTORY     - Date     Condition        Report By
 GU1913  HISTORY     - UNK      MONUMENTED       BOR
 GU1913  HISTORY     - 1970     GOOD             NGS
 GU1913  HISTORY     - 1972     GOOD             NGS
 GU1913  HISTORY     - 1983     GOOD             NGS
 GU1913  HISTORY     - 1984     GOOD             USGS
 GU1913  HISTORY     - 1985     GOOD             NGS
 GU1913  HISTORY     - 1987     GOOD             NGS
 GU1913  HISTORY     - 19890214 GOOD             NGS
 GU1913  HISTORY     - 19910828 GOOD             NGS
 GU1913
 GU1913                          STATION DESCRIPTION
 GU1913
 GU1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GU1913'56.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1913'56.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1913'AMIGOS PUMP PLANT, IN THE TOP AND 1.2 FEET NORTHEAST OF THE
 GU1913'SOUTHWEST END OF THE SOUTH CONCRETE WING WALL OF FRESNO-COALINGA
 GU1913'ROAD BRIDGE OVER THE AQUEDUCT, 14 FEET SOUTHEAST OF THE CENTER
 GU1913'LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 GU1913'SECTION 13, T 18 S, R 16 E.
 GU1913
 GU1913                          STATION RECOVERY (1972)
 GU1913
 GU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1913'RECOVERED IN GOOD CONDITION.
 GU1913
 GU1913                          STATION RECOVERY (1983)
 GU1913
 GU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GU1913'RECOVERED IN GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE EXCEPT
 GU1913'ROAD DESCRIBED IS COALINGA-FRESNO ROAD ( STATE HIGHWAY 145 ). POWER
 GU1913'POLE 8-4 HAS BEEN RENAMED TO 8/11.
 GU1913
 GU1913                          STATION RECOVERY (1984)
 GU1913
 GU1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 GU1913'RECOVERED IN GOOD CONDITION.
 GU1913
 GU1913                          STATION RECOVERY (1985)
 GU1913
 GU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GU1913'RECOVERED IN GOOD CONDITION.
 GU1913
 GU1913                          STATION RECOVERY (1987)
 GU1913
 GU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GU1913'RECOVERED IN GOOD CONDITION.
 GU1913
 GU1913                          STATION RECOVERY (1989)
 GU1913
 GU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1913'RECOVERED IN GOOD CONDITION.
 GU1913
 GU1913                          STATION RECOVERY (1991)
 GU1913
 GU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GU1913'18.3 KM (11.35 MI) NORTHERLY ALONG STATE HIGHWAY 33 FROM THE CITY HALL
 GU1913'IN COALINGA, THENCE 8.1 KM (5.05 MI) NORTHEASTERLY ALONG STATE
 GU1913'HIGHWAY 145, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST
 GU1913'END OF THE SOUTH CONCRETE CURB OF THE HIGHWAY BRIDGE SPANNING THE
 GU1913'CALIFORNIA AQUEDUCT, 4.3 M (14.1 FT) SOUTHEAST OF THE CENTERLINE OF
 GU1913'THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M
 GU1913'(0.7 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1908 ***********************************************************************
 GU1908  DESIGNATION -  143.22 L USBR
 GU1908  PID         -  GU1908
 GU1908  STATE/COUNTY-  CA/FRESNO
 GU1908  USGS QUAD   -  HARRIS RANCH (1971)
 GU1908
 GU1908                         *CURRENT SURVEY CONTROL
 GU1908  ___________________________________________________________________
 GU1908* NAD 83(1986)-  36 19 35.     (N)    120 13 57.     (W)     SCALED    
 GU1908* NAVD 88     -       100.15   (+/-2cm)     328.6    (feet)  VERTCON   
 GU1908  ___________________________________________________________________
 GU1908  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GU1908  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1908
 GU1908.The horizontal coordinates were scaled from a topographic map and have
 GU1908.an estimated accuracy of +/- 6 seconds.
 GU1908
 GU1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1908.The vertical order pertains to the NGVD 29 superseded value.
 GU1908
 GU1908.The geoid height was determined by GEOID03.
 GU1908
 GU1908;                    North         East    Units  Estimated Accuracy
 GU1908;SPC CA 4     -   610,900.    1,889,340.      MT  (+/- 180 meters Scaled)
 GU1908
 GU1908                          SUPERSEDED SURVEY CONTROL
 GU1908
 GU1908  NGVD 29 (??/??/92)   99.205  (m)          325.48   (f) ADJ UNCH    1 1
 GU1908
 GU1908.Superseded values are not recommended for survey control.
 GU1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1908.See file dsdata.txt to determine how the superseded data were derived.
 GU1908
 GU1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF484237(NAD 83)
 GU1908_MARKER: DD = SURVEY DISK
 GU1908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1908_SP_SET: CONCRETE LINING
 GU1908_STAMPING: L 143.22
 GU1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1908
 GU1908  HISTORY     - Date     Condition        Report By
 GU1908  HISTORY     - UNK      MONUMENTED       BOR
 GU1908  HISTORY     - 1967     GOOD             NGS
 GU1908  HISTORY     - 1971     GOOD             NGS
 GU1908
 GU1908                          STATION DESCRIPTION
 GU1908
 GU1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1908'56.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1908'56.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1908'AMIGOS PUMP PLANT, 153 FEET NORTHWEST OF CHECK DAM NO. 5 AND
 GU1908'BENCH MARK 143.23 L (USBR), IN THE TOP ALONG THE NORTHEAST
 GU1908'SIDE OF THE CONCRETE FOUNDATION OF A USBR CHECK RECORDER STATION,
 GU1908'2.5 FEET SOUTHEAST OF THE NORTH CORNER OF THE FOUNDATION, 17
 GU1908'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 GU1908'6.1 FEET NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE
 GU1908'AQUEDUCT, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
 GU1908
 GU1908                          STATION RECOVERY (1971)
 GU1908
 GU1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1907 ***********************************************************************
 GU1907  DESIGNATION -  143.23 L
 GU1907  PID         -  GU1907
 GU1907  STATE/COUNTY-  CA/FRESNO
 GU1907  USGS QUAD   -  HARRIS RANCH (1971)
 GU1907
 GU1907                         *CURRENT SURVEY CONTROL
 GU1907  ___________________________________________________________________
 GU1907* NAD 83(1986)-  36 19 34.     (N)    120 13 55.     (W)     SCALED    
 GU1907* NAVD 88     -       102.409  (meters)     335.99   (feet)  ADJUSTED  
 GU1907  ___________________________________________________________________
 GU1907  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GU1907  DYNAMIC HT  -         102.320 (meters)     335.69  (feet)  COMP
 GU1907  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 GU1907
 GU1907  VERT ORDER  -  FIRST     CLASS I
 GU1907
 GU1907.The horizontal coordinates were scaled from a topographic map and have
 GU1907.an estimated accuracy of +/- 6 seconds.
 GU1907
 GU1907.The orthometric height was determined by differential leveling
 GU1907.and adjusted in June 1991.
 GU1907
 GU1907.The geoid height was determined by GEOID03.
 GU1907
 GU1907.The dynamic height is computed by dividing the NAVD 88
 GU1907.geopotential number by the normal gravity value computed on the
 GU1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1907.degrees latitude (g = 980.6199 gals.).
 GU1907
 GU1907.The modeled gravity was interpolated from observed gravity values.
 GU1907
 GU1907;                    North         East    Units  Estimated Accuracy
 GU1907;SPC CA 4     -   610,870.    1,889,390.      MT  (+/- 180 meters Scaled)
 GU1907
 GU1907                          SUPERSEDED SURVEY CONTROL
 GU1907
 GU1907  NGVD 29 (??/??/92)  101.467  (m)          332.90   (f) ADJ UNCH    1 1
 GU1907
 GU1907.Superseded values are not recommended for survey control.
 GU1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1907.See file dsdata.txt to determine how the superseded data were derived.
 GU1907
 GU1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF484236(NAD 83)
 GU1907_MARKER: DD = SURVEY DISK
 GU1907_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1907_SP_SET: ABUTMENT
 GU1907_STAMPING: 143.23 L
 GU1907_MARK LOGO: BOR   
 GU1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1907+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1907
 GU1907  HISTORY     - Date     Condition        Report By
 GU1907  HISTORY     - UNK      MONUMENTED       BOR
 GU1907  HISTORY     - 1967     GOOD             NGS
 GU1907  HISTORY     - 1971     GOOD             NGS
 GU1907  HISTORY     - 19890214 GOOD             NGS
 GU1907
 GU1907                          STATION DESCRIPTION
 GU1907
 GU1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1907'56.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1907'56.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1907'AMIGOS PUMP PLANT, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1907'NORTHEAST LEVEE ROAD, IN THE TOP OF THE NORTHWEST END OF THE
 GU1907'NORTHEAST CONCRETE ABUTMENT OF CHECK DAM NO. 5, 2.2 FEET
 GU1907'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT AND ABOUT 1 FOOT
 GU1907'HIGHER THAN THE NORTHEAST LEVEE ROAD.
 GU1907
 GU1907                          STATION RECOVERY (1971)
 GU1907
 GU1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1907'RECOVERED IN GOOD CONDITION.
 GU1907
 GU1907                          STATION RECOVERY (1989)
 GU1907
 GU1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1905 ***********************************************************************
 GU1905  DESIGNATION -  143.39 L
 GU1905  PID         -  GU1905
 GU1905  STATE/COUNTY-  CA/FRESNO
 GU1905  USGS QUAD   -  HARRIS RANCH (1971)
 GU1905
 GU1905                         *CURRENT SURVEY CONTROL
 GU1905  ___________________________________________________________________
 GU1905* NAD 83(1986)-  36 19 33.     (N)    120 13 47.     (W)     SCALED    
 GU1905* NAVD 88     -       100.91   (+/-2cm)     331.1    (feet)  VERTCON   
 GU1905  ___________________________________________________________________
 GU1905  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 GU1905  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1905
 GU1905.The horizontal coordinates were scaled from a topographic map and have
 GU1905.an estimated accuracy of +/- 6 seconds.
 GU1905
 GU1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1905.The vertical order pertains to the NGVD 29 superseded value.
 GU1905
 GU1905.The geoid height was determined by GEOID03.
 GU1905
 GU1905;                    North         East    Units  Estimated Accuracy
 GU1905;SPC CA 4     -   610,840.    1,889,590.      MT  (+/- 180 meters Scaled)
 GU1905
 GU1905                          SUPERSEDED SURVEY CONTROL
 GU1905
 GU1905  NGVD 29 (??/??/92)   99.964  (m)          327.97   (f) ADJ UNCH    1 1
 GU1905
 GU1905.Superseded values are not recommended for survey control.
 GU1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1905.See file dsdata.txt to determine how the superseded data were derived.
 GU1905
 GU1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF486236(NAD 83)
 GU1905_MARKER: DD = SURVEY DISK
 GU1905_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1905_SP_SET: FOUNDATION
 GU1905_STAMPING: 143.39 L
 GU1905_MARK LOGO: BOR   
 GU1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1905+STABILITY: SURFACE MOTION
 GU1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1905+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1905
 GU1905  HISTORY     - Date     Condition        Report By
 GU1905  HISTORY     - UNK      MONUMENTED       BOR
 GU1905  HISTORY     - 1967     GOOD             NGS
 GU1905  HISTORY     - 1971     GOOD             NGS
 GU1905  HISTORY     - 19890214 GOOD             NGS
 GU1905
 GU1905                          STATION DESCRIPTION
 GU1905
 GU1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1905'56.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1905'56.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1905'AMIGOS PUMP PLANT, 0.1 MILE SOUTHEAST OF CHECK DAM NO. 5, IN THE
 GU1905'TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF A USBR
 GU1905'CHECK RECORDER STATION, 20 FEET SOUTHWEST OF THE CENTER LINE
 GU1905'OF THE NORTHEAST LEVEE ROAD, 5.2 FEET NORTHEAST OF THE NORTHEAST
 GU1905'CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 1 FOOT LOWER THAN
 GU1905'THE ROAD.
 GU1905
 GU1905                          STATION RECOVERY (1971)
 GU1905
 GU1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1905'RECOVERED IN GOOD CONDITION.
 GU1905
 GU1905                          STATION RECOVERY (1989)
 GU1905
 GU1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0944 ***********************************************************************
 KT0944  DESIGNATION -  1430=CHISELED SQUARE
 KT0944  PID         -  KT0944
 KT0944  STATE/COUNTY-  CA/MENDOCINO
 KT0944  USGS QUAD   -  COVELO EAST (1994)
 KT0944
 KT0944                         *CURRENT SURVEY CONTROL
 KT0944  ___________________________________________________________________
 KT0944* NAD 83(1986)-  39 48 58.     (N)    123 08 00.     (W)     SCALED    
 KT0944* NAVD 88     -       437.21   (+/-2cm)    1434.4    (feet)  VERTCON   
 KT0944  ___________________________________________________________________
 KT0944  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 KT0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0944
 KT0944.The horizontal coordinates were scaled from a topographic map and have
 KT0944.an estimated accuracy of +/- 6 seconds.
 KT0944
 KT0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0944.The vertical order pertains to the NGVD 29 superseded value.
 KT0944
 KT0944.The geoid height was determined by GEOID03.
 KT0944
 KT0944;                    North         East    Units  Estimated Accuracy
 KT0944;SPC CA 2     -   739,210.    1,902,960.      MT  (+/- 180 meters Scaled)
 KT0944
 KT0944                          SUPERSEDED SURVEY CONTROL
 KT0944
 KT0944  NGVD 29 (??/??/92)  436.268  (m)         1431.32   (f) ADJ UNCH    2 0
 KT0944
 KT0944.Superseded values are not recommended for survey control.
 KT0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0944.See file dsdata.txt to determine how the superseded data were derived.
 KT0944
 KT0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK885073(NAD 83)
 KT0944_MARKER: Q = CHISELED SQUARE
 KT0944_SETTING: 80 = SET IN A BOULDER
 KT0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0944+STABILITY: SURFACE MOTION
 KT0944
 KT0944  HISTORY     - Date     Condition        Report By
 KT0944  HISTORY     - UNK      MONUMENTED       USGS
 KT0944  HISTORY     - 1940     MARK NOT FOUND   NGS
 KT0944  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0944
 KT0944                          STATION DESCRIPTION
 KT0944
 KT0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0944'9.6 MI NE FROM COVELO.
 KT0944'9.6 MILES NORTHEAST ALONG THE PASKENTA ROAD FROM THE POST OFFICE
 KT0944'AT COVELO, MENDOCINO COUNTY, 51 FEET SOUTH OF THE CENTERLINE
 KT0944'OF THE ROAD, 40 FEET SOUTH OF UNITED STATES FOREST SERVICE
 KT0944'SIGN PINE RIDGE TRAIL, 15 FEET SOUTHWEST OF AN 18-INCH OAK
 KT0944'TREE, AND ON THE SOUTHEAST CORNER OF A LARGE BOULDER (BM IS
 KT0944'PAINTED ON THE BOULDER AND A RING IS PAINTED AROUND THE CHISELED
 KT0944'SQUARE).  A CHISELED SQUARE.
 KT0944
 KT0944                          STATION RECOVERY (1966)
 KT0944
 KT0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0564 ***********************************************************************
 DC0564  DESIGNATION -  1432.0 USGS
 DC0564  PID         -  DC0564
 DC0564  STATE/COUNTY-  CA/SAN DIEGO
 DC0564  USGS QUAD   -  TULE SPRINGS (1988)
 DC0564
 DC0564                         *CURRENT SURVEY CONTROL
 DC0564  ___________________________________________________________________
 DC0564* NAD 83(1986)-  32 57 00.     (N)    116 44 47.     (W)     SCALED    
 DC0564* NAVD 88     -       437.27   (+/-2cm)    1434.6    (feet)  VERTCON   
 DC0564  ___________________________________________________________________
 DC0564  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DC0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0564
 DC0564.The horizontal coordinates were scaled from a topographic map and have
 DC0564.an estimated accuracy of +/- 6 seconds.
 DC0564
 DC0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0564.The vertical order pertains to the NGVD 29 superseded value.
 DC0564
 DC0564.The geoid height was determined by GEOID03.
 DC0564
 DC0564;                    North         East    Units  Estimated Accuracy
 DC0564;SPC CA 6     -   586,980.    1,953,590.      MT  (+/- 180 meters Scaled)
 DC0564
 DC0564                          SUPERSEDED SURVEY CONTROL
 DC0564
 DC0564  NGVD 29 (??/??/??)  436.617  (m)         1432.47   (f) ADJUSTED    2 0
 DC0564
 DC0564.Superseded values are not recommended for survey control.
 DC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0564.See file dsdata.txt to determine how the superseded data were derived.
 DC0564
 DC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS237457(NAD 83)
 DC0564_MARKER: Q = CHISELED SQUARE
 DC0564_SETTING: 80 = SET IN A BOULDER
 DC0564_SP_SET: BOULDER
 DC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0564+STABILITY: SURFACE MOTION
 DC0564
 DC0564  HISTORY     - Date     Condition        Report By
 DC0564  HISTORY     - UNK      MONUMENTED       USGS
 DC0564  HISTORY     - 1944     GOOD             NGS
 DC0564
 DC0564                          STATION DESCRIPTION
 DC0564
 DC0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0564'3 MI SE FROM SAN DIEGO DIVERSION DAM.
 DC0564'ALONG CONEJOS TRUCK TRAIL, 3.05 MILES SOUTHEAST OF SAN DIEGO
 DC0564'DIVERSION DAM, 170 FEET NORTHEAST OF THE TOP OF A LOW RIDGE,
 DC0564'7 FEET NORTHWEST OF THE CENTER OF THE TRAIL.  A CHISELED SQUARE
 DC0564'ON THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0264 ***********************************************************************
 DX0264  DESIGNATION -  1434
 DX0264  PID         -  DX0264
 DX0264  STATE/COUNTY-  CA/SAN DIEGO
 DX0264  USGS QUAD   -  RAMONA (1988)
 DX0264
 DX0264                         *CURRENT SURVEY CONTROL
 DX0264  ___________________________________________________________________
 DX0264* NAD 83(1986)-  33 00 50.     (N)    116 49 16.     (W)     SCALED    
 DX0264* NAVD 88     -       437.75   (+/-2cm)    1436.2    (feet)  VERTCON   
 DX0264  ___________________________________________________________________
 DX0264  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DX0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0264
 DX0264.The horizontal coordinates were scaled from a topographic map and have
 DX0264.an estimated accuracy of +/- 6 seconds.
 DX0264
 DX0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0264.The vertical order pertains to the NGVD 29 superseded value.
 DX0264
 DX0264.The geoid height was determined by GEOID03.
 DX0264
 DX0264;                    North         East    Units  Estimated Accuracy
 DX0264;SPC CA 6     -   594,110.    1,946,640.      MT  (+/- 180 meters Scaled)
 DX0264
 DX0264                          SUPERSEDED SURVEY CONTROL
 DX0264
 DX0264  NGVD 29 (??/??/??)  437.091  (m)         1434.02   (f) ADJUSTED    2 0
 DX0264
 DX0264.Superseded values are not recommended for survey control.
 DX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0264.See file dsdata.txt to determine how the superseded data were derived.
 DX0264
 DX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS167528(NAD 83)
 DX0264_MARKER: N = NAIL
 DX0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0264_SP_SET: SYCAMORE TREE
 DX0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0264
 DX0264  HISTORY     - Date     Condition        Report By
 DX0264  HISTORY     - UNK      MONUMENTED       USGS
 DX0264  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0264
 DX0264                          STATION DESCRIPTION
 DX0264
 DX0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0264'4.6 MI SE FROM ROMONA.
 DX0264'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE
 DX0264'AT RAMONA, 2.3 MILES SOUTHEAST ALONG THE COUNTY ROAD, 1.8 MILES
 DX0264'SOUTHWEST ALONG THE ABANDONED ROAD, 0.1 MILE WEST OF THE
 DX0264'ADOBE-VIEJOS RANCH HOUSE, SET IN THE NORTHEAST ROOT OF A 24-INCH
 DX0264'SYCAMORE TREE, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DX0264'ABANDONED ROAD, 15 FEET WEST OF POLE NO. D 30063 T.  A COPPER
 DX0264'NAIL AND WASHER AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0540 ***********************************************************************
 LU0540  DESIGNATION -  1435.1 USGS
 LU0540  PID         -  LU0540
 LU0540  STATE/COUNTY-  CA/TEHAMA
 LU0540  USGS QUAD   -  
 LU0540
 LU0540                         *CURRENT SURVEY CONTROL
 LU0540  ___________________________________________________________________
 LU0540* NAD 83(1986)-  40 19 01.     (N)    122 46 37.     (W)     SCALED    
 LU0540* NAVD 88     -       438.24   (+/-2cm)    1437.8    (feet)  VERTCON   
 LU0540  ___________________________________________________________________
 LU0540  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 LU0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0540
 LU0540.The horizontal coordinates were scaled from a topographic map and have
 LU0540.an estimated accuracy of +/- 6 seconds.
 LU0540
 LU0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0540.The vertical order pertains to the NGVD 29 superseded value.
 LU0540
 LU0540.The geoid height was determined by GEOID03.
 LU0540
 LU0540;                    North         East    Units  Estimated Accuracy
 LU0540;SPC CA 1     -   609,510.    1,933,970.      MT  (+/- 180 meters Scaled)
 LU0540
 LU0540                          SUPERSEDED SURVEY CONTROL
 LU0540
 LU0540  NGVD 29 (??/??/92)  437.398  (m)         1435.03   (f) ADJ UNCH    2 0
 LU0540
 LU0540.Superseded values are not recommended for survey control.
 LU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0540.See file dsdata.txt to determine how the superseded data were derived.
 LU0540
 LU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK189629(NAD 83)
 LU0540_MARKER: Q = CHISELED SQUARE
 LU0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0540_SP_SET: WATER TROUGH
 LU0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0540
 LU0540  HISTORY     - Date     Condition        Report By
 LU0540  HISTORY     - UNK      MONUMENTED       USGS
 LU0540  HISTORY     - 1948     GOOD             NGS
 LU0540
 LU0540                          STATION DESCRIPTION
 LU0540
 LU0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0540'5.6 MI SE FROM BEEGUM.
 LU0540'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM A STEEL TRUSS
 LU0540'BRIDGE AT BEEGUM, 47.4 FEET SOUTHWEST OF A 40-INCH HIGHWAY
 LU0540'CULVERT, A CHISELED SQUARE IN THE NORTHWEST CORNER OF A CONCRETE
 LU0540'WATER TROUGH, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LU0540'HIGHWAY, 22 1/2 FEET WEST OF THE WEST BANK OF A SMALL STREAM,
 LU0540'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0945 ***********************************************************************
 KT0945  DESIGNATION -  1435=RAILROAD SPIKE
 KT0945  PID         -  KT0945
 KT0945  STATE/COUNTY-  CA/MENDOCINO
 KT0945  USGS QUAD   -  COVELO EAST (1994)
 KT0945
 KT0945                         *CURRENT SURVEY CONTROL
 KT0945  ___________________________________________________________________
 KT0945* NAD 83(1986)-  39 49 03.     (N)    123 07 51.     (W)     SCALED    
 KT0945* NAVD 88     -       438.75   (+/-2cm)    1439.5    (feet)  VERTCON   
 KT0945  ___________________________________________________________________
 KT0945  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 KT0945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0945
 KT0945.The horizontal coordinates were scaled from a topographic map and have
 KT0945.an estimated accuracy of +/- 6 seconds.
 KT0945
 KT0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0945.The vertical order pertains to the NGVD 29 superseded value.
 KT0945
 KT0945.The geoid height was determined by GEOID03.
 KT0945
 KT0945;                    North         East    Units  Estimated Accuracy
 KT0945;SPC CA 2     -   739,370.    1,903,180.      MT  (+/- 180 meters Scaled)
 KT0945
 KT0945                          SUPERSEDED SURVEY CONTROL
 KT0945
 KT0945  NGVD 29 (??/??/92)  437.805  (m)         1436.37   (f) ADJ UNCH    2 0
 KT0945
 KT0945.Superseded values are not recommended for survey control.
 KT0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0945.See file dsdata.txt to determine how the superseded data were derived.
 KT0945
 KT0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK888075(NAD 83)
 KT0945_MARKER: S = SPIKE
 KT0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0945_SP_SET: TREE
 KT0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0945
 KT0945  HISTORY     - Date     Condition        Report By
 KT0945  HISTORY     - UNK      MONUMENTED       USGS
 KT0945  HISTORY     - 1940     MARK NOT FOUND   NGS
 KT0945  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0945
 KT0945                          STATION DESCRIPTION
 KT0945
 KT0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0945'9.8 MI NE FROM COVELO.
 KT0945'9.8 MILES NORTHEAST ALONG THE PASKENTA ROAD FROM THE POST OFFICE
 KT0945'AT COVELO, MENDOCINO COUNTY, 50 FEET SOUTH OF THE CENTERLINE OF
 KT0945'THE ROAD, NEAR A WHITE WOODEN WITNESS POST, AND IN A BLAZED
 KT0945'AND PAINTED 60-INCH PINE TREE.  A RAILROAD SPIKE.
 KT0945
 KT0945                          STATION RECOVERY (1966)
 KT0945
 KT0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0954 ***********************************************************************
 HS0954  DESIGNATION -  1437
 HS0954  PID         -  HS0954
 HS0954  STATE/COUNTY-  CA/TUOLUMNE
 HS0954  USGS QUAD   -  MOCCASIN (1987)
 HS0954
 HS0954                         *CURRENT SURVEY CONTROL
 HS0954  ___________________________________________________________________
 HS0954* NAD 83(1986)-  37 48 43.     (N)    120 17 34.     (W)     SCALED    
 HS0954* NAVD 88     -       439.70   (+/-2cm)    1442.6    (feet)  VERTCON   
 HS0954  ___________________________________________________________________
 HS0954  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HS0954  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0954
 HS0954.The horizontal coordinates were scaled from a topographic map and have
 HS0954.an estimated accuracy of +/- 6 seconds.
 HS0954
 HS0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0954.The vertical order pertains to the NGVD 29 superseded value.
 HS0954
 HS0954.The geoid height was determined by GEOID03.
 HS0954
 HS0954;                    North         East    Units  Estimated Accuracy
 HS0954;SPC CA 3     -   645,620.    2,018,250.      MT  (+/- 180 meters Scaled)
 HS0954
 HS0954                          SUPERSEDED SURVEY CONTROL
 HS0954
 HS0954  NGVD 29 (??/??/92)  438.950  (m)         1440.12   (f) ADJ UNCH    1 2
 HS0954
 HS0954.Superseded values are not recommended for survey control.
 HS0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0954.See file dsdata.txt to determine how the superseded data were derived.
 HS0954
 HS0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG383884(NAD 83)
 HS0954_MARKER: DD = SURVEY DISK
 HS0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0954_SP_SET: ANCHOR BLOCK
 HS0954_STAMPING: 1437 906
 HS0954_MARK LOGO: CA3290
 HS0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0954
 HS0954  HISTORY     - Date     Condition        Report By
 HS0954  HISTORY     - UNK      MONUMENTED       CA3290
 HS0954  HISTORY     - 1956     GOOD             CGS
 HS0954
 HS0954                          STATION DESCRIPTION
 HS0954
 HS0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0954'0.4 MI E FROM MOCCASIN.
 HS0954'0.40 MILE EAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT) FROM
 HS0954'THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST CORNER
 HS0954'OF THE SEVENTH CONCRETE ANCHOR BLOCK EAST OF THE POWERHOUSE,
 HS0954'AND ABOUT 10 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1539 ***********************************************************************
 GT1539  DESIGNATION -  144
 GT1539  PID         -  GT1539
 GT1539  STATE/COUNTY-  CA/FRESNO
 GT1539  USGS QUAD   -  KEARNEY PARK (1981)
 GT1539
 GT1539                         *CURRENT SURVEY CONTROL
 GT1539  ___________________________________________________________________
 GT1539* NAD 83(1986)-  36 43 42.     (N)    119 58 12.     (W)     SCALED    
 GT1539* NAVD 88     -        74.75   (+/-2cm)     245.2    (feet)  VERTCON   
 GT1539  ___________________________________________________________________
 GT1539  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 GT1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1539
 GT1539.The horizontal coordinates were scaled from a topographic map and have
 GT1539.an estimated accuracy of +/- 6 seconds.
 GT1539
 GT1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1539.The vertical order pertains to the NGVD 29 superseded value.
 GT1539
 GT1539.The geoid height was determined by GEOID03.
 GT1539
 GT1539;                    North         East    Units  Estimated Accuracy
 GT1539;SPC CA 4     -   655,230.    1,913,360.      MT  (+/- 180 meters Scaled)
 GT1539
 GT1539                          SUPERSEDED SURVEY CONTROL
 GT1539
 GT1539  NGVD 29 (??/??/92)   73.985  (m)          242.73   (f) ADJ UNCH    2 0
 GT1539
 GT1539.Superseded values are not recommended for survey control.
 GT1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1539.See file dsdata.txt to determine how the superseded data were derived.
 GT1539
 GT1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA347688(NAD 83)
 GT1539_MARKER: DD = SURVEY DISK
 GT1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1539_STAMPING: 1 44
 GT1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1539+STABILITY: SURFACE MOTION
 GT1539
 GT1539  HISTORY     - Date     Condition        Report By
 GT1539  HISTORY     - UNK      MONUMENTED       CA-019
 GT1539  HISTORY     - 1959     GOOD             NGS
 GT1539
 GT1539                          STATION DESCRIPTION
 GT1539
 GT1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1539'6.3 MI E FROM KERMAN.
 GT1539'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1539'STATION AT KERMAN, THENCE 0.95 MILE SOUTH ALONG DICKENSON
 GT1539'AVENUE, 84 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 GT1539'KEARNEY BOULEVARD, 28 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 GT1539'81 FEET NORTH OF THE CENTER LINE OF THE BOULEVARD, 5 1/2 FEET
 GT1539'NORTH OF TELEPHONE POLE 10, 0.6 FOOT EAST OF A WITNESS POST,
 GT1539'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 GT1539'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2808 ***********************************************************************
 FU2808  DESIGNATION -  144 DWR
 FU2808  PID         -  FU2808
 FU2808  STATE/COUNTY-  CA/KERN
 FU2808  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2808
 FU2808                         *CURRENT SURVEY CONTROL
 FU2808  ___________________________________________________________________
 FU2808* NAD 83(1986)-  35 42 08.     (N)    119 46 42.     (W)     SCALED    
 FU2808* NAVD 88     -        95.59   (+/-2cm)     313.6    (feet)  VERTCON   
 FU2808  ___________________________________________________________________
 FU2808  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 FU2808  VERT ORDER  -  THIRD (See Below)
 FU2808
 FU2808.The horizontal coordinates were scaled from a topographic map and have
 FU2808.an estimated accuracy of +/- 6 seconds.
 FU2808
 FU2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2808.The vertical order pertains to the NGVD 29 superseded value.
 FU2808
 FU2808.The geoid height was determined by GEOID03.
 FU2808
 FU2808;                    North         East    Units  Estimated Accuracy
 FU2808;SPC CA 5     -   745,720.    1,839,060.      MT  (+/- 180 meters Scaled)
 FU2808
 FU2808                          SUPERSEDED SURVEY CONTROL
 FU2808
 FU2808  NGVD 29 (??/??/??)   94.79   (m)          311.0    (f) RESET       3  
 FU2808
 FU2808.Superseded values are not recommended for survey control.
 FU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2808.See file dsdata.txt to determine how the superseded data were derived.
 FU2808
 FU2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV486544(NAD 83)
 FU2808_MARKER: P = PIPE CAP
 FU2808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2808_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2808_STAMPING: 35 36 1-2 T 25 S R20E T26S LGB MACD
 FU2808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2808
 FU2808  HISTORY     - Date     Condition        Report By
 FU2808  HISTORY     - UNK      MONUMENTED       CA-029
 FU2808  HISTORY     - 1964     GOOD             NGS
 FU2808  HISTORY     - 1966     GOOD             NGS
 FU2808
 FU2808                          STATION DESCRIPTION
 FU2808
 FU2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2808'11 MI NW FROM LOST HILLS.
 FU2808'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2808'STATE HIGHWAY 46 AT LOST HILLS, THENCE, 4.0 MILES WEST ALONG
 FU2808'WESIER ROAD, THENCE 1.0 MILE WEST ALONG A DIM TRACK ROAD, 0.5
 FU2808'MILE NORTH ACROSS COUNTRY FROM BENCH MARK 145(DWR), 1.0 MILE
 FU2808'WEST OF THE JUNCTION OF WEISER ROAD AND SHELL ROAD, 0.15 MILE
 FU2808'WEST OF THE JUNCTION OF A NORTH-NORTHWEST-SOUTH-SOUTHEAST TRACK
 FU2808'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 FU2808'SOUTH OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, A CAP
 FU2808'ON A 3-INCH PIPE WHICH PROJECTS 0.6 FOOT.
 FU2808
 FU2808                          STATION RECOVERY (1966)
 FU2808
 FU2808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0816 ***********************************************************************
 DZ0816  DESIGNATION -  144 USGS RESET 1938
 DZ0816  PID         -  DZ0816
 DZ0816  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0816  USGS QUAD   -  GUADALUPE (1982)
 DZ0816
 DZ0816                         *CURRENT SURVEY CONTROL
 DZ0816  ___________________________________________________________________
 DZ0816* NAD 83(1986)-  34 57 25.     (N)    120 30 31.     (W)     SCALED    
 DZ0816* NAVD 88     -        46.95   (+/-2cm)     154.0    (feet)  VERTCON   
 DZ0816  ___________________________________________________________________
 DZ0816  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DZ0816  VERT ORDER  -  FIRST     CLASS I (See Below)
 DZ0816
 DZ0816.The horizontal coordinates were scaled from a topographic map and have
 DZ0816.an estimated accuracy of +/- 6 seconds.
 DZ0816
 DZ0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0816.The vertical order pertains to the NGVD 29 superseded value.
 DZ0816
 DZ0816.The geoid height was determined by GEOID03.
 DZ0816
 DZ0816;                    North         East    Units  Estimated Accuracy
 DZ0816;SPC CA 5     -   664,470.    1,770,910.      MT  (+/- 180 meters Scaled)
 DZ0816
 DZ0816                          SUPERSEDED SURVEY CONTROL
 DZ0816
 DZ0816  NGVD 29 (??/??/92)   46.132  (m)          151.35   (f) ADJ UNCH    1 1
 DZ0816
 DZ0816.Superseded values are not recommended for survey control.
 DZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0816.See file dsdata.txt to determine how the superseded data were derived.
 DZ0816
 DZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD274711(NAD 83)
 DZ0816_MARKER: DB = BENCH MARK DISK
 DZ0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0816_SP_SET: STAR LANDING
 DZ0816_STAMPING: 144 LA USGS RESET 1938
 DZ0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0816
 DZ0816  HISTORY     - Date     Condition        Report By
 DZ0816  HISTORY     - 1938     MONUMENTED       USGS
 DZ0816  HISTORY     - 1970     GOOD             NGS
 DZ0816
 DZ0816                          STATION DESCRIPTION
 DZ0816
 DZ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DZ0816'3.8 MI E FROM GUADALUPE.
 DZ0816'3.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF
 DZ0816'STATE HIGHWAY 1 AT GUADALUPE, 3.15 MILES WEST OF SANTA MARIA,
 DZ0816'AT THE T JUNCTION OF BONITA SCHOOL ROAD LEADING NORTH, AT THE
 DZ0816'BONITA SCHOOL, 77 1/2 FEET NORTH OF THE CENTER LINE OF THE
 DZ0816'HIGHWAY, 102 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE
 DZ0816'TOP OF THE NORTHWEST CORNER OF THE CONCRETE STAIR LANDING OF THE
 DZ0816'SOUTH MAIN ENTRANCE OF BUILDING, 4.2 FEET WEST OF THE CENTER
 DZ0816'OF THE SOUTH ENTRANCE DOOR, 1.4 FEET SOUTH OF THE SOUTH FACE OF
 DZ0816'THE SOUTH WALL OF THE BUILDING, AND ABOUT 3 FEET HIGHER THAN THE
 DZ0816'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1902 ***********************************************************************
 GU1902  DESIGNATION -  144.25 L
 GU1902  PID         -  GU1902
 GU1902  STATE/COUNTY-  CA/FRESNO
 GU1902  USGS QUAD   -  HARRIS RANCH (1971)
 GU1902
 GU1902                         *CURRENT SURVEY CONTROL
 GU1902  ___________________________________________________________________
 GU1902* NAD 83(1986)-  36 19 18.     (N)    120 12 49.     (W)     SCALED    
 GU1902* NAVD 88     -       102.136  (meters)     335.09   (feet)  ADJUSTED  
 GU1902  ___________________________________________________________________
 GU1902  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 GU1902  DYNAMIC HT  -         102.047 (meters)     334.80  (feet)  COMP
 GU1902  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 GU1902
 GU1902  VERT ORDER  -  FIRST     CLASS I
 GU1902
 GU1902.The horizontal coordinates were scaled from a topographic map and have
 GU1902.an estimated accuracy of +/- 6 seconds.
 GU1902
 GU1902.The orthometric height was determined by differential leveling
 GU1902.and adjusted in June 1991.
 GU1902
 GU1902.The geoid height was determined by GEOID03.
 GU1902
 GU1902.The dynamic height is computed by dividing the NAVD 88
 GU1902.geopotential number by the normal gravity value computed on the
 GU1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1902.degrees latitude (g = 980.6199 gals.).
 GU1902
 GU1902.The modeled gravity was interpolated from observed gravity values.
 GU1902
 GU1902;                    North         East    Units  Estimated Accuracy
 GU1902;SPC CA 4     -   610,360.    1,891,030.      MT  (+/- 180 meters Scaled)
 GU1902
 GU1902                          SUPERSEDED SURVEY CONTROL
 GU1902
 GU1902  NGVD 29 (??/??/92)  101.156  (m)          331.88   (f) ADJ UNCH    1 1
 GU1902
 GU1902.Superseded values are not recommended for survey control.
 GU1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1902.See file dsdata.txt to determine how the superseded data were derived.
 GU1902
 GU1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF501232(NAD 83)
 GU1902_MARKER: DD = SURVEY DISK
 GU1902_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1902_SP_SET: WINGWALL
 GU1902_STAMPING: 144.25 L
 GU1902_MARK LOGO: BOR   
 GU1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1902+STABILITY: SURFACE MOTION
 GU1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1902+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1902
 GU1902  HISTORY     - Date     Condition        Report By
 GU1902  HISTORY     - UNK      MONUMENTED       BOR
 GU1902  HISTORY     - 1967     GOOD             NGS
 GU1902  HISTORY     - 1971     GOOD             NGS
 GU1902  HISTORY     - 19890214 GOOD             NGS
 GU1902
 GU1902                          STATION DESCRIPTION
 GU1902
 GU1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1902'57.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1902'57.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1902'AMIGOS PUMP PLANT, IN THE TOP AND 1.5 FEET SOUTH OF THE NORTH
 GU1902'END OF THE NORTHWEST CONCRETE WING WALL OF EL DORADO AVENUE
 GU1902'BRIDGE OVER THE AQUEDUCT, 20 FEET WEST OF THE CENTER LINE OF THE
 GU1902'AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 GU1902
 GU1902                          STATION RECOVERY (1971)
 GU1902
 GU1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1902'RECOVERED IN GOOD CONDITION.
 GU1902
 GU1902                          STATION RECOVERY (1989)
 GU1902
 GU1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1877 ***********************************************************************
 GU1877  DESIGNATION -  144.25 R
 GU1877  PID         -  GU1877
 GU1877  STATE/COUNTY-  CA/FRESNO
 GU1877  USGS QUAD   -  HARRIS RANCH (1971)
 GU1877
 GU1877                         *CURRENT SURVEY CONTROL
 GU1877  ___________________________________________________________________
 GU1877* NAD 83(1986)-  36 19 18.     (N)    120 12 49.     (W)     SCALED    
 GU1877* NAVD 88     -       102.10   (+/-2cm)     335.0    (feet)  VERTCON   
 GU1877  ___________________________________________________________________
 GU1877  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 GU1877  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1877
 GU1877.The horizontal coordinates were scaled from a topographic map and have
 GU1877.an estimated accuracy of +/- 6 seconds.
 GU1877
 GU1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1877.The vertical order pertains to the NGVD 29 superseded value.
 GU1877
 GU1877.The geoid height was determined by GEOID03.
 GU1877
 GU1877;                    North         East    Units  Estimated Accuracy
 GU1877;SPC CA 4     -   610,360.    1,891,030.      MT  (+/- 180 meters Scaled)
 GU1877
 GU1877                          SUPERSEDED SURVEY CONTROL
 GU1877
 GU1877  NGVD 29 (??/??/92)  101.166  (m)          331.91   (f) ADJ UNCH    1 1
 GU1877
 GU1877.Superseded values are not recommended for survey control.
 GU1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1877.See file dsdata.txt to determine how the superseded data were derived.
 GU1877
 GU1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF501232(NAD 83)
 GU1877_MARKER: DD = SURVEY DISK
 GU1877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1877_SP_SET: WINGWALL
 GU1877_STAMPING: 144.25 R
 GU1877_MARK LOGO: BOR   
 GU1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1877+STABILITY: SURFACE MOTION
 GU1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1877+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1877
 GU1877  HISTORY     - Date     Condition        Report By
 GU1877  HISTORY     - UNK      MONUMENTED       BOR
 GU1877  HISTORY     - 1967     GOOD             NGS
 GU1877  HISTORY     - 1971     GOOD             NGS
 GU1877  HISTORY     - 19890214 GOOD             NGS
 GU1877
 GU1877                          STATION DESCRIPTION
 GU1877
 GU1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1877'57.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1877'57.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1877'AMIGOS PUMP PLANT, IN THE TOP OF THE SOUTH END OF THE
 GU1877'SOUTHEAST CONCRETE WING WALL OF THE EL DORADO AVENUE BRIDGE
 GU1877'OVER THE AQUEDUCT, 20 FEET EAST OF THE CENTER LINE OF THE
 GU1877'AVENUE, 2.5 FEET NORTH OF THE SOUTH END OF THE WING WALL, AND
 GU1877'ABOUT LEVEL WITH THE AVENUE.
 GU1877
 GU1877                          STATION RECOVERY (1971)
 GU1877
 GU1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1877'RECOVERED IN GOOD CONDITION.
 GU1877
 GU1877                          STATION RECOVERY (1989)
 GU1877
 GU1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1499 ***********************************************************************
 EW1499  DESIGNATION -  144.583 C OF LA
 EW1499  PID         -  EW1499
 EW1499  STATE/COUNTY-  CA/LOS ANGELES
 EW1499  USGS QUAD   -  HOLLYWOOD (1994)
 EW1499
 EW1499                         *CURRENT SURVEY CONTROL
 EW1499  ___________________________________________________________________
 EW1499* NAD 83(1986)-  34 03 47.     (N)    118 22 05.     (W)     SCALED    
 EW1499* NAVD 88     -        44.74   (+/-2cm)     146.8    (feet)  VERTCON   
 EW1499  ___________________________________________________________________
 EW1499  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1499  VERT ORDER  -  THIRD (See Below)
 EW1499
 EW1499.The horizontal coordinates were scaled from a topographic map and have
 EW1499.an estimated accuracy of +/- 6 seconds.
 EW1499
 EW1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1499.The vertical order pertains to the NGVD 29 superseded value.
 EW1499
 EW1499.The geoid height was determined by GEOID03.
 EW1499
 EW1499;                    North         East    Units  Estimated Accuracy
 EW1499;SPC CA 5     -   562,520.    1,966,020.      MT  (+/- 180 meters Scaled)
 EW1499
 EW1499                          SUPERSEDED SURVEY CONTROL
 EW1499
 EW1499  NGVD 29 (??/??/??)   43.97   (m)          144.3    (f) RESET       3  
 EW1499
 EW1499.Superseded values are not recommended for survey control.
 EW1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1499.See file dsdata.txt to determine how the superseded data were derived.
 EW1499
 EW1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737699(NAD 83)
 EW1499_MARKER: S = SPIKE
 EW1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1499_SP_SET: CURB
 EW1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1499
 EW1499  HISTORY     - Date     Condition        Report By
 EW1499  HISTORY     - UNK      MONUMENTED       CA1980
 EW1499  HISTORY     - 1945     GOOD             NGS
 EW1499  HISTORY     - 1964     GOOD             NGS
 EW1499
 EW1499                          STATION DESCRIPTION
 EW1499
 EW1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1499'AT LOS ANGELES.
 EW1499'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1499'LA JOLLA AVENUE.  LOCATED IN THE NORTH CURB OF WILSHIRE BOULEVARD
 EW1499'AND 25.3 FEET EAST OF THE EAST CURBLINE OF LA JOLLA AVENUE.
 EW1499'SPIKE PROJECTS 1/16 INCH ABOVE CURB LEVEL AND IS 1.0 FOOT EAST
 EW1499'OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1499
 EW1499                          STATION RECOVERY (1964)
 EW1499
 EW1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0303 ***********************************************************************
 DX0303  DESIGNATION -  1440 T
 DX0303  PID         -  DX0303
 DX0303  STATE/COUNTY-  CA/SAN DIEGO
 DX0303  USGS QUAD   -  RAMONA (1988)
 DX0303
 DX0303                         *CURRENT SURVEY CONTROL
 DX0303  ___________________________________________________________________
 DX0303* NAD 83(1986)-  33 02 37.     (N)    116 51 51.     (W)     SCALED    
 DX0303* NAVD 88     -       439.88   (+/-2cm)    1443.2    (feet)  VERTCON   
 DX0303  ___________________________________________________________________
 DX0303  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX0303  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0303
 DX0303.The horizontal coordinates were scaled from a topographic map and have
 DX0303.an estimated accuracy of +/- 6 seconds.
 DX0303
 DX0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0303.The vertical order pertains to the NGVD 29 superseded value.
 DX0303
 DX0303.The geoid height was determined by GEOID03.
 DX0303
 DX0303;                    North         East    Units  Estimated Accuracy
 DX0303;SPC CA 6     -   597,420.    1,942,640.      MT  (+/- 180 meters Scaled)
 DX0303
 DX0303                          SUPERSEDED SURVEY CONTROL
 DX0303
 DX0303  NGVD 29 (??/??/??)  439.219  (m)         1441.00   (f) ADJUSTED    1 2
 DX0303
 DX0303.Superseded values are not recommended for survey control.
 DX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0303.See file dsdata.txt to determine how the superseded data were derived.
 DX0303
 DX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS126561(NAD 83)
 DX0303_MARKER: DD = SURVEY DISK
 DX0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX0303_SP_SET: BUILDING
 DX0303_STAMPING: 1440 T
 DX0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0303+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2006
 DX0303
 DX0303  HISTORY     - Date     Condition        Report By
 DX0303  HISTORY     - UNK      MONUMENTED       USGS
 DX0303  HISTORY     - 1955     GOOD             NGS
 DX0303  HISTORY     - 1960     GOOD             NGS
 DX0303  HISTORY     - 20061229 GOOD             GEOCAC
 DX0303
 DX0303                          STATION DESCRIPTION
 DX0303
 DX0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0303'AT ROMONA.
 DX0303'AT ROMONA, AT THE TOWN HALL, SET VERTICALLY IN THE SOUTHEAST
 DX0303'BRICK WALL, 0.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE MAIN
 DX0303'ENTRANCE, 0.4 FEET ABOVE THE SECOND STEP, AND ABOUT 1 FOOT HIGHER
 DX0303'THAN THE SIDEWALK, ALUMINUM DISK.
 DX0303
 DX0303                          STATION RECOVERY (1960)
 DX0303
 DX0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0303'RECOVERED IN GOOD CONDITION.
 DX0303
 DX0303                          STATION RECOVERY (2006)
 DX0303
 DX0303'RECOVERY NOTE BY GEOCACHING 2006 (JER)
 DX0303'NO LONGER THE RAMONA (CORRECT SPELLING PER 1955 DESCRIPTION). THE
 DX0303'BUILDING IS CURRENTLY EMPTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1069 ***********************************************************************
 DX1069  DESIGNATION -  1442
 DX1069  PID         -  DX1069
 DX1069  STATE/COUNTY-  CA/RIVERSIDE
 DX1069  USGS QUAD   -  WHITE WATER (1996)
 DX1069
 DX1069                         *CURRENT SURVEY CONTROL
 DX1069  ___________________________________________________________________
 DX1069* NAD 83(1986)-  33 55 16.     (N)    116 43 02.     (W)     SCALED    
 DX1069* NAVD 88     -       440.729  (meters)    1445.96   (feet)  ADJUSTED  
 DX1069  ___________________________________________________________________
 DX1069  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DX1069  DYNAMIC HT  -         440.208 (meters)    1444.25  (feet)  COMP
 DX1069  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 DX1069
 DX1069  VERT ORDER  -  FIRST     CLASS I
 DX1069
 DX1069.The horizontal coordinates were scaled from a topographic map and have
 DX1069.an estimated accuracy of +/- 6 seconds.
 DX1069
 DX1069.The orthometric height was determined by differential leveling
 DX1069.and adjusted in June 1991.
 DX1069.WARNING-Repeat measurements at this control monument indicate possible
 DX1069.vertical movement.
 DX1069
 DX1069.The geoid height was determined by GEOID03.
 DX1069
 DX1069.The dynamic height is computed by dividing the NAVD 88
 DX1069.geopotential number by the normal gravity value computed on the
 DX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1069.degrees latitude (g = 980.6199 gals.).
 DX1069
 DX1069.The modeled gravity was interpolated from observed gravity values.
 DX1069
 DX1069;                    North         East    Units  Estimated Accuracy
 DX1069;SPC CA 6     -   694,680.    1,956,800.      MT  (+/- 180 meters Scaled)
 DX1069
 DX1069                          SUPERSEDED SURVEY CONTROL
 DX1069
 DX1069  NGVD 29 (??/??/92)  439.940  (m)         1443.37   (f) ADJ UNCH    1 1
 DX1069
 DX1069.Superseded values are not recommended for survey control.
 DX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1069.See file dsdata.txt to determine how the superseded data were derived.
 DX1069
 DX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT261534(NAD 83)
 DX1069_MARKER: P = PIPE CAP
 DX1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1069_SP_SET: SHALLOW-SET PIPE
 DX1069_STAMPING: 1443.445 SEA
 DX1069_MARK LOGO: USGS  
 DX1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1069
 DX1069  HISTORY     - Date     Condition        Report By
 DX1069  HISTORY     - UNK      MONUMENTED       USGS
 DX1069  HISTORY     - 1960     GOOD             NGS
 DX1069  HISTORY     - 1968     GOOD             CA-073
 DX1069  HISTORY     - 1978     GOOD             NGS
 DX1069  HISTORY     - 1988     GOOD             NGS
 DX1069
 DX1069                          STATION DESCRIPTION
 DX1069
 DX1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1069'3.7 MI E FROM CABAZON.
 DX1069'3.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM CABAZON,
 DX1069'3 POLES WEST OF MILEPOST 578, JUST EAST OF A PRIVATE ROAD
 DX1069'CROSSING, 43 FEET NORTH OF THE CENTERLINE OF THE TRACK, 87
 DX1069'FEET SOUTH OF U.S. HIGHWAY 99, 8 FEET WEST OF TELEPHONE POLE
 DX1069'E 8 AND SET ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING ABOUT 1
 DX1069'FOOT.
 DX1069
 DX1069                          STATION RECOVERY (1968)
 DX1069
 DX1069'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX1069'RECOVERED IN GOOD CONDITION.
 DX1069
 DX1069                          STATION RECOVERY (1978)
 DX1069
 DX1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1069'RECOVERED IN GOOD CONDITION.
 DX1069
 DX1069                          STATION RECOVERY (1988)
 DX1069
 DX1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1069'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.20
 DX1069'MI) EAST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE FROM THE JUNCTION
 DX1069'OF BROADWAY STREET IN CABAZON, THENCE 5.9 KM (3.65 MI) EAST ALONG A
 DX1069'FRONTAGE ROAD ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 10, 3 POLES
 DX1069'WEST OF MILE POST 578, 26.5 M (86.9 FT) SOUTH OF THE CENTER OF THE
 DX1069'FRONTAGE ROAD, 12.3 M (40.4 FT) NORTH OF THE NORTH RAIL OF THE
 DX1069'SOUTHERN PACIFIC RAILROAD.  PROJECTING 15 CENTIMETERS.
 DX1069'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 DX1069'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2122 ***********************************************************************
 DX2122  DESIGNATION -  1447
 DX2122  PID         -  DX2122
 DX2122  STATE/COUNTY-  CA/RIVERSIDE
 DX2122  USGS QUAD   -  STEELE PEAK (1978)
 DX2122
 DX2122                         *CURRENT SURVEY CONTROL
 DX2122  ___________________________________________________________________
 DX2122* NAD 83(1986)-  33 50 05.     (N)    117 22 15.     (W)     SCALED    
 DX2122* NAVD 88     -       442.18   (+/-2cm)    1450.7    (feet)  VERTCON   
 DX2122  ___________________________________________________________________
 DX2122  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DX2122  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2122
 DX2122.The horizontal coordinates were scaled from a topographic map and have
 DX2122.an estimated accuracy of +/- 6 seconds.
 DX2122
 DX2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2122.The vertical order pertains to the NGVD 29 superseded value.
 DX2122
 DX2122.The geoid height was determined by GEOID03.
 DX2122
 DX2122;                    North         East    Units  Estimated Accuracy
 DX2122;SPC CA 6     -   685,550.    1,896,260.      MT  (+/- 180 meters Scaled)
 DX2122
 DX2122                          SUPERSEDED SURVEY CONTROL
 DX2122
 DX2122  NGVD 29 (??/??/??)  441.408  (m)         1448.19   (f) ADJUSTED    1 2
 DX2122
 DX2122.Superseded values are not recommended for survey control.
 DX2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2122.See file dsdata.txt to determine how the superseded data were derived.
 DX2122
 DX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT656438(NAD 83)
 DX2122_MARKER: P = PIPE CAP
 DX2122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2122_STAMPING: 1447 SEA
 DX2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2122
 DX2122  HISTORY     - Date     Condition        Report By
 DX2122  HISTORY     - UNK      MONUMENTED       USGS
 DX2122  HISTORY     - 1931     GOOD             NGS
 DX2122  HISTORY     - 1958     MARK NOT FOUND   USGS
 DX2122
 DX2122                          STATION DESCRIPTION
 DX2122
 DX2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DX2122'AT EL SOBRANTE.
 DX2122'AT EL SOBRANTE, RIVERSIDE COUNTY, AND 75 FEET NORTHEAST OF THE
 DX2122'CROSSING OF THE GAVILAN MINE AND TIN-MINE ROADS.  A UNITED STATES
 DX2122'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1447 SEA AND RIVETED ON
 DX2122'THE TOP OF A 3-1/2-INCH PIPE.
 DX2122
 DX2122                          STATION RECOVERY (1958)
 DX2122
 DX2122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DX2122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0631 ***********************************************************************
 JT0631  DESIGNATION -  145
 JT0631  PID         -  JT0631
 JT0631  STATE/COUNTY-  CA/SONOMA
 JT0631  USGS QUAD   -  VALLEY FORD (1971)
 JT0631
 JT0631                         *CURRENT SURVEY CONTROL
 JT0631  ___________________________________________________________________
 JT0631* NAD 83(1986)-  38 20 44.     (N)    122 58 18.     (W)     SCALED    
 JT0631* NAVD 88     -        44.68   (+/-2cm)     146.6    (feet)  VERTCON   
 JT0631  ___________________________________________________________________
 JT0631  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JT0631  VERT ORDER  -  THIRD (See Below)
 JT0631
 JT0631.The horizontal coordinates were scaled from a topographic map and have
 JT0631.an estimated accuracy of +/- 6 seconds.
 JT0631
 JT0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0631.The vertical order pertains to the NGVD 29 superseded value.
 JT0631
 JT0631.The geoid height was determined by GEOID03.
 JT0631
 JT0631;                    North         East    Units  Estimated Accuracy
 JT0631;SPC CA 2     -   575,820.    1,915,060.      MT  (+/- 180 meters Scaled)
 JT0631
 JT0631                          SUPERSEDED SURVEY CONTROL
 JT0631
 JT0631  NGVD 29 (??/??/??)   43.82   (m)          143.8    (f) RESET       3  
 JT0631
 JT0631.Superseded values are not recommended for survey control.
 JT0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0631.See file dsdata.txt to determine how the superseded data were derived.
 JT0631
 JT0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH024441(NAD 83)
 JT0631_MARKER: P = PIPE CAP
 JT0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0631_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0631_STAMPING: 145
 JT0631_MARK LOGO: USGS  
 JT0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0631
 JT0631  HISTORY     - Date     Condition        Report By
 JT0631  HISTORY     - UNK      MONUMENTED       USGS
 JT0631  HISTORY     - 1959     GOOD             CGS
 JT0631  HISTORY     - 1984     GOOD             USPSQD
 JT0631
 JT0631                          STATION DESCRIPTION
 JT0631
 JT0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JT0631'AT BODEGA.
 JT0631'AT BODEGA, AT POTTER SCHOOL, IN THE SCHOOLYARD, 34 FEET SOUTHWEST
 JT0631'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, AND NEAR A WHITE
 JT0631'WOODEN WITNESS POST.
 JT0631
 JT0631                          STATION RECOVERY (1984)
 JT0631
 JT0631'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0631'WITNESS POST INTACT, (SCHOOLYARD HAS BECOME A KITCHEN VEGETABLE
 JT0631'GARDEN. SCHOOL NOW A RESTAURANT--ART GALERY)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6888 ***********************************************************************
 EW6888  DESIGNATION -  145 02690
 EW6888  PID         -  EW6888
 EW6888  STATE/COUNTY-  CA/LOS ANGELES
 EW6888  USGS QUAD   -  MINT CANYON (1995)
 EW6888
 EW6888                         *CURRENT SURVEY CONTROL
 EW6888  ___________________________________________________________________
 EW6888* NAD 83(1986)-  34 28 08.     (N)    118 23 52.     (W)     SCALED    
 EW6888* NAVD 88     -       573.629  (meters)    1881.98   (feet)  ADJUSTED  
 EW6888  ___________________________________________________________________
 EW6888  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EW6888  DYNAMIC HT  -         572.991 (meters)    1879.89  (feet)  COMP
 EW6888  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 EW6888
 EW6888  VERT ORDER  -  FIRST     CLASS I
 EW6888
 EW6888.The horizontal coordinates were scaled from a topographic map and have
 EW6888.an estimated accuracy of +/- 6 seconds.
 EW6888
 EW6888.The orthometric height was determined by differential leveling
 EW6888.and adjusted in June 1991.
 EW6888
 EW6888.The geoid height was determined by GEOID03.
 EW6888
 EW6888.The dynamic height is computed by dividing the NAVD 88
 EW6888.geopotential number by the normal gravity value computed on the
 EW6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6888.degrees latitude (g = 980.6199 gals.).
 EW6888
 EW6888.The modeled gravity was interpolated from observed gravity values.
 EW6888
 EW6888;                    North         East    Units  Estimated Accuracy
 EW6888;SPC CA 5     -   607,550.    1,963,460.      MT  (+/- 180 meters Scaled)
 EW6888
 EW6888                          SUPERSEDED SURVEY CONTROL
 EW6888
 EW6888  NGVD 29 (??/??/92)  572.794  (m)         1879.24   (f) ADJ UNCH    1 1
 EW6888
 EW6888.Superseded values are not recommended for survey control.
 EW6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6888.See file dsdata.txt to determine how the superseded data were derived.
 EW6888
 EW6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU716150(NAD 83)
 EW6888_MARKER: DD = SURVEY DISK
 EW6888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6888_SP_SET: HEADWALL
 EW6888_STAMPING: BM 145-02690 1964
 EW6888_MARK LOGO: CA-037
 EW6888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6888+STABILITY: SURFACE MOTION
 EW6888
 EW6888  HISTORY     - Date     Condition        Report By
 EW6888  HISTORY     - 1964     MONUMENTED       CA-037
 EW6888  HISTORY     - 1977     GOOD             NGS
 EW6888  HISTORY     - 1983     GOOD             USGS
 EW6888  HISTORY     - 1984     GOOD             NGS
 EW6888  HISTORY     - 1985     GOOD             NGS
 EW6888  HISTORY     - 1986     GOOD             NGS
 EW6888
 EW6888                          STATION DESCRIPTION
 EW6888
 EW6888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6888'25.6 MI SOUTH FROM PALMDALE.
 EW6888'25.65 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW6888'BOULEVARD, IN TOP THE SOUTHWEST END OF NORTHWEST HEAD WALL FOR CULVERT
 EW6888'NO. 42.38, 29.8 FT. NORTHWEST OF CENTER LINE OF THE HIGHWAY, 2.0 FT.
 EW6888'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, 0.05 MILE NORTH AND
 EW6888'ACROSS THE HIGHWAY FROM THE POWER LINE TOWER.
 EW6888
 EW6888                          STATION RECOVERY (1983)
 EW6888
 EW6888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW6888'RECOVERED IN GOOD CONDITION.
 EW6888
 EW6888                          STATION RECOVERY (1984)
 EW6888
 EW6888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW6888'RECOVERED IN GOOD CONDITION.
 EW6888
 EW6888                          STATION RECOVERY (1985)
 EW6888
 EW6888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW6888'RECOVERED IN GOOD CONDITION.
 EW6888
 EW6888                          STATION RECOVERY (1986)
 EW6888
 EW6888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW6888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7042 ***********************************************************************
 EW7042  DESIGNATION -  145 03100
 EW7042  PID         -  EW7042
 EW7042  STATE/COUNTY-  CA/LOS ANGELES
 EW7042  USGS QUAD   -  MINT CANYON (1995)
 EW7042
 EW7042                         *CURRENT SURVEY CONTROL
 EW7042  ___________________________________________________________________
 EW7042* NAD 83(1986)-  34 28 29.     (N)    118 23 27.     (W)     SCALED    
 EW7042* NAVD 88     -       586.006  (meters)    1922.59   (feet)  ADJUSTED  
 EW7042  ___________________________________________________________________
 EW7042  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EW7042  DYNAMIC HT  -         585.356 (meters)    1920.46  (feet)  COMP
 EW7042  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 EW7042
 EW7042  VERT ORDER  -  FIRST     CLASS I
 EW7042
 EW7042.The horizontal coordinates were scaled from a topographic map and have
 EW7042.an estimated accuracy of +/- 6 seconds.
 EW7042
 EW7042.The orthometric height was determined by differential leveling
 EW7042.and adjusted in June 1991.
 EW7042
 EW7042.The geoid height was determined by GEOID03.
 EW7042
 EW7042.The dynamic height is computed by dividing the NAVD 88
 EW7042.geopotential number by the normal gravity value computed on the
 EW7042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7042.degrees latitude (g = 980.6199 gals.).
 EW7042
 EW7042.The modeled gravity was interpolated from observed gravity values.
 EW7042
 EW7042;                    North         East    Units  Estimated Accuracy
 EW7042;SPC CA 5     -   608,190.    1,964,100.      MT  (+/- 180 meters Scaled)
 EW7042
 EW7042                          SUPERSEDED SURVEY CONTROL
 EW7042
 EW7042.No superseded survey control is available for this station.
 EW7042
 EW7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU722156(NAD 83)
 EW7042_MARKER: DD = SURVEY DISK
 EW7042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW7042_SP_SET: HEADWALL
 EW7042_STAMPING: B.M.145-03100 1964
 EW7042_MARK LOGO: CA-037
 EW7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7042+STABILITY: SURFACE MOTION
 EW7042
 EW7042  HISTORY     - Date     Condition        Report By
 EW7042  HISTORY     - UNK      MONUMENTED       CA-037
 EW7042  HISTORY     - 1983     GOOD             USGS
 EW7042  HISTORY     - 1984     GOOD             NGS
 EW7042  HISTORY     - 1985     GOOD             NGS
 EW7042  HISTORY     - 1986     GOOD             NGS
 EW7042
 EW7042                          STATION DESCRIPTION
 EW7042
 EW7042'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7042'6 MI NE FROM SOLEMINT.
 EW7042'NO DESCRIPTION IN USGS FILES.  CONTACT DEPT. OF PUBLIC WORKS,
 EW7042'BUREAU OF ENGINEERING, CITY HALL, LOS ANGELES, CA 90012.
 EW7042
 EW7042                          STATION RECOVERY (1984)
 EW7042
 EW7042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  39.9 KM (24.8
 EW7042'MI) SOUTH ALONG SIERRA HIGHWAY FROM JUNCTION OF PALMDALE BOULEVARD AT
 EW7042'PALMDALE, 0.85 KM (0.53 MI) NORTHEAST OF BM 145 02690 LA CO, IN TOP OF
 EW7042'AND 0.6 METER (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 EW7042'HEADWALL OF CULVERT NUMBER 41.86, 9.1 METERS (30.0 FT) NORTHWEST OF
 EW7042'THE CENTER LINE OF THE HIGHWAY.
 EW7042'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 EW7042
 EW7042                          STATION RECOVERY (1985)
 EW7042
 EW7042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7042'RECOVERED IN GOOD CONDITION.  THE DISK IS STAMPED B.M. 145-03100 1964.
 EW7042
 EW7042                          STATION RECOVERY (1986)
 EW7042
 EW7042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6887 ***********************************************************************
 EW6887  DESIGNATION -  145 03360
 EW6887  PID         -  EW6887
 EW6887  STATE/COUNTY-  CA/LOS ANGELES
 EW6887  USGS QUAD   -  MINT CANYON (1995)
 EW6887
 EW6887                         *CURRENT SURVEY CONTROL
 EW6887  ___________________________________________________________________
 EW6887* NAD 83(1986)-  34 28 53.     (N)    118 23 18.     (W)     SCALED    
 EW6887* NAVD 88     -       599.395  (meters)    1966.52   (feet)  ADJUSTED  
 EW6887  ___________________________________________________________________
 EW6887  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 EW6887  DYNAMIC HT  -         598.732 (meters)    1964.34  (feet)  COMP
 EW6887  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 EW6887
 EW6887  VERT ORDER  -  FIRST     CLASS I
 EW6887
 EW6887.The horizontal coordinates were scaled from a topographic map and have
 EW6887.an estimated accuracy of +/- 6 seconds.
 EW6887
 EW6887.The orthometric height was determined by differential leveling
 EW6887.and adjusted in June 1991.
 EW6887.WARNING-Repeat measurements at this control monument indicate possible
 EW6887.vertical movement.
 EW6887
 EW6887.The geoid height was determined by GEOID03.
 EW6887
 EW6887.The dynamic height is computed by dividing the NAVD 88
 EW6887.geopotential number by the normal gravity value computed on the
 EW6887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6887.degrees latitude (g = 980.6199 gals.).
 EW6887
 EW6887.The modeled gravity was interpolated from observed gravity values.
 EW6887
 EW6887;                    North         East    Units  Estimated Accuracy
 EW6887;SPC CA 5     -   608,930.    1,964,330.      MT  (+/- 180 meters Scaled)
 EW6887
 EW6887                          SUPERSEDED SURVEY CONTROL
 EW6887
 EW6887  NGVD 29 (??/??/92)  598.565  (m)         1963.79   (f) ADJ UNCH    1 1
 EW6887
 EW6887.Superseded values are not recommended for survey control.
 EW6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6887.See file dsdata.txt to determine how the superseded data were derived.
 EW6887
 EW6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU725164(NAD 83)
 EW6887_MARKER: DD = SURVEY DISK
 EW6887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6887_SP_SET: HEADWALL
 EW6887_STAMPING: BM 145-03360 1964
 EW6887_MARK LOGO: CA-037
 EW6887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6887+STABILITY: SURFACE MOTION
 EW6887
 EW6887  HISTORY     - Date     Condition        Report By
 EW6887  HISTORY     - 1964     MONUMENTED       CA-037
 EW6887  HISTORY     - 1977     GOOD             NGS
 EW6887  HISTORY     - 1983     GOOD             USGS
 EW6887  HISTORY     - 1984     GOOD             NGS
 EW6887  HISTORY     - 1985     GOOD             NGS
 EW6887  HISTORY     - 1986     GOOD             NGS
 EW6887
 EW6887                          STATION DESCRIPTION
 EW6887
 EW6887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6887'PALMDALE.
 EW6887'24.6 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW6887'BOULEVARD, 1.O FT. NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD
 EW6887'WALL FOR A 3 BY 3-FT. BOX CULVERT NO. 41.33, AT THE JUNCTION OF
 EW6887'DAVENPORT ROAD, 104 FT. SOUTH OF THE EXTENDED CENTER LINE OF ROAD,
 EW6887'22.8 FT. WEST OF THE CENTER LINE OF THE HIGHWAY.
 EW6887
 EW6887                          STATION RECOVERY (1983)
 EW6887
 EW6887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW6887'RECOVERED IN GOOD CONDITION.
 EW6887
 EW6887                          STATION RECOVERY (1984)
 EW6887
 EW6887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW6887'RECOVERED IN GOOD CONDITION.
 EW6887
 EW6887                          STATION RECOVERY (1985)
 EW6887
 EW6887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW6887'RECOVERED IN GOOD CONDITION.
 EW6887
 EW6887                          STATION RECOVERY (1986)
 EW6887
 EW6887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW6887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6886 ***********************************************************************
 EW6886  DESIGNATION -  145 03540 LA CO
 EW6886  PID         -  EW6886
 EW6886  STATE/COUNTY-  CA/LOS ANGELES
 EW6886  USGS QUAD   -  MINT CANYON (1995)
 EW6886
 EW6886                         *CURRENT SURVEY CONTROL
 EW6886  ___________________________________________________________________
 EW6886* NAD 83(1986)-  34 29 11.     (N)    118 23 17.     (W)     SCALED    
 EW6886* NAVD 88     -       608.565  (meters)    1996.60   (feet)  READJUSTED
 EW6886  ___________________________________________________________________
 EW6886  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 EW6886  DYNAMIC HT  -         607.890 (meters)    1994.39  (feet)  COMP
 EW6886  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 EW6886
 EW6886  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6886
 EW6886.The horizontal coordinates were scaled from a topographic map and have
 EW6886.an estimated accuracy of +/- 6 seconds.
 EW6886
 EW6886.The orthometric height was determined by differential leveling
 EW6886.and adjusted in February 1993.
 EW6886.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6886.distribution rate of 0.0 thru 1.0 mm/km.
 EW6886.The height was derived from older observations constrained to new
 EW6886.heights in a crustal motion area.  The height is approximate in
 EW6886.relation to other heights in its vicinity.
 EW6886
 EW6886.The geoid height was determined by GEOID03.
 EW6886
 EW6886.The dynamic height is computed by dividing the NAVD 88
 EW6886.geopotential number by the normal gravity value computed on the
 EW6886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6886.degrees latitude (g = 980.6199 gals.).
 EW6886
 EW6886.The modeled gravity was interpolated from observed gravity values.
 EW6886
 EW6886;                    North         East    Units  Estimated Accuracy
 EW6886;SPC CA 5     -   609,480.    1,964,360.      MT  (+/- 180 meters Scaled)
 EW6886
 EW6886                          SUPERSEDED SURVEY CONTROL
 EW6886
 EW6886  NGVD 29 (??/??/92)  607.729  (m)         1993.86   (f) ADJ UNCH    1 1
 EW6886
 EW6886.Superseded values are not recommended for survey control.
 EW6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6886.See file dsdata.txt to determine how the superseded data were derived.
 EW6886
 EW6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU725169(NAD 83)
 EW6886_MARKER: DD = SURVEY DISK
 EW6886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6886_SP_SET: HEAD WALL
 EW6886_STAMPING: BM 145-03540 1964
 EW6886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6886
 EW6886  HISTORY     - Date     Condition        Report By
 EW6886  HISTORY     - 1964     MONUMENTED       CA-037
 EW6886  HISTORY     - 1977     GOOD             NGS
 EW6886  HISTORY     - 1983     MARK NOT FOUND   USGS
 EW6886
 EW6886                          STATION DESCRIPTION
 EW6886
 EW6886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6886'24.3 MI SOUTH FROM PALMDALE.
 EW6886'ADD- 24.35 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW6886'PALMDALE BOULEVARD, IN TOP OF THE NORTH END OF EAST CONCRETE HEAD
 EW6886'WALL FOR A DOUBLE 4-FT. CONCRETE BOX CULVERT NO 4099, 22.8 FT.
 EW6886'EAST OF CENTER LINE OF HIGHWAY, 1.0 FT. SOUTH OF NORTH END OF HEAD
 EW6886'WALL.
 EW6886
 EW6886                          STATION RECOVERY (1983)
 EW6886
 EW6886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW6886'FOUND DESCRIBED CULVERT.  FOUND HOLE IN CULVERT WHERE BM SHOULD HAVE
 EW6886'BEEN.  TABLET MISSING.  BM CONSIDERED DESTROYED.  REPORT 5/1/83
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2709 ***********************************************************************
 EW2709  DESIGNATION -  145 2390
 EW2709  PID         -  EW2709
 EW2709  STATE/COUNTY-  CA/LOS ANGELES
 EW2709  USGS QUAD   -  MINT CANYON (1995)
 EW2709
 EW2709                         *CURRENT SURVEY CONTROL
 EW2709  ___________________________________________________________________
 EW2709* NAD 83(2007)-  34 27 55.29201(N)    118 24 26.21994(W)     ADJUSTED  
 EW2709* NAVD 88     -       552.793  (meters)    1813.62   (feet)  ADJUSTED  
 EW2709  ___________________________________________________________________
 EW2709  EPOCH DATE  -        2007.00
 EW2709  X           -  -2,504,582.517 (meters)                     COMP
 EW2709  Y           -  -4,630,721.405 (meters)                     COMP
 EW2709  Z           -   3,589,418.575 (meters)                     COMP
 EW2709  LAPLACE CORR-           8.43  (seconds)                    DEFLEC99
 EW2709  ELLIP HEIGHT-         519.918 (meters)          (02/10/07) ADJUSTED
 EW2709  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EW2709  DYNAMIC HT  -         552.179 (meters)    1811.61  (feet)  COMP
 EW2709
 EW2709  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW2709  Type    PID    Designation                      North   East  Ellip
 EW2709  -------------------------------------------------------------------
 EW2709  NETWORK EW2709 145 2390                          0.53   1.04   4.53
 EW2709  -------------------------------------------------------------------
 EW2709  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 EW2709
 EW2709  VERT ORDER  -  FIRST     CLASS I
 EW2709
 EW2709.The horizontal coordinates were established by GPS observations
 EW2709.and adjusted by the National Geodetic Survey in February 2007.
 EW2709
 EW2709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW2709.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW2709.The horizontal coordinates are valid at the epoch date displayed above.
 EW2709.The epoch date for horizontal control is a decimal equivalence
 EW2709.of Year/Month/Day.
 EW2709
 EW2709.The orthometric height was determined by differential leveling
 EW2709.and adjusted in June 1995.
 EW2709
 EW2709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW2709
 EW2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW2709
 EW2709.The ellipsoidal height was determined by GPS observations
 EW2709.and is referenced to NAD 83.
 EW2709
 EW2709.The geoid height was determined by GEOID03.
 EW2709
 EW2709.The dynamic height is computed by dividing the NAVD 88
 EW2709.geopotential number by the normal gravity value computed on the
 EW2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2709.degrees latitude (g = 980.6199 gals.).
 EW2709
 EW2709.The modeled gravity was interpolated from observed gravity values.
 EW2709
 EW2709;                    North         East     Units Scale Factor Converg.
 EW2709;SPC CA 5     -   607,157.892 1,962,582.196   MT  0.99993449   -0 13 55.8
 EW2709;SPC CA 5     - 1,991,983.85  6,438,905.09   sFT  0.99993449   -0 13 55.8
 EW2709;UTM  11      - 3,814,654.391   370,748.697   MT  0.99980592   -0 47 47.4
 EW2709
 EW2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW2709!SPC CA 5     -   0.99991839  x   0.99993449  =   0.99985289
 EW2709!UTM  11      -   0.99991839  x   0.99980592  =   0.99972433
 EW2709
 EW2709                          SUPERSEDED SURVEY CONTROL
 EW2709
 EW2709  NAD 83(1994)-  34 27 55.28187(N)    118 24 26.20775(W) AD(1995.00) B
 EW2709  ELLIP H (06/23/95)  520.042  (m)                       GP(1995.00) 4 2
 EW2709  NAD 83(1992)-  34 27 55.28079(N)    118 24 26.20122(W) AD(1991.35) 1
 EW2709  ELLIP H (09/20/94)  520.001  (m)                       GP(1991.35) 4 2
 EW2709  NAVD 88 (02/01/93)  552.774  (m)         1813.56   (f) UNKNOWN     1 1
 EW2709  NGVD 29 (??/??/92)  551.941  (m)         1810.83   (f) ADJ UNCH    1 1
 EW2709
 EW2709.Superseded values are not recommended for survey control.
 EW2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2709.See file dsdata.txt to determine how the superseded data were derived.
 EW2709
 EW2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU7074914654(NAD 83)
 EW2709_MARKER: DB = BENCH MARK DISK
 EW2709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2709_SP_SET: CONCRETE HEADWALL
 EW2709_STAMPING: BM 145-02390 1964
 EW2709_MARK LOGO: CA-037
 EW2709_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2709+STABILITY: SURFACE MOTION
 EW2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2709+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2000
 EW2709
 EW2709  HISTORY     - Date     Condition        Report By
 EW2709  HISTORY     - 1964     MONUMENTED       CA-037
 EW2709  HISTORY     - 1968     GOOD             CA-037
 EW2709  HISTORY     - 1977     GOOD             NGS
 EW2709  HISTORY     - 19921021 GOOD             CADT
 EW2709  HISTORY     - 19940801 GOOD             NGS
 EW2709  HISTORY     - 19941012 GOOD             NGS
 EW2709  HISTORY     - 20000524 GOOD             CADT
 EW2709
 EW2709                          STATION DESCRIPTION
 EW2709
 EW2709'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2709'4.6 MI NE FROM SOLAMINT.
 EW2709'SOLAMINT, 4.6 MI NE, ABOUT 1.75 MI SW OF DAVENPORT RD, 21.7 FT
 EW2709'NW OF THE APPROXIMATE CENTER LINE OF SIERRA HWY, AT CULVERT
 EW2709'B 151.9 AT HIGHWAY STATION 42.98.  SET IN THE TOP OF THE N
 EW2709'CONCRETE HEADWALL OF CULVERT 2 FT E OF THE W END.
 EW2709
 EW2709                          STATION RECOVERY (1977)
 EW2709
 EW2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2709'26.25 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW2709'BOULEVARD,IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 EW2709'WALL FOR CULVERT NO. 42.98, 22.0 FT. NORTHWEST OF THE CENTER LINE OF
 EW2709'THE HIGHWAY, 2.0 FT. NORTHEAST OF SOUTHWEST END OF HEADWALL.
 EW2709
 EW2709                          STATION RECOVERY (1992)
 EW2709
 EW2709'RECOVERY NOTE BY CALTRANS 1992
 EW2709'THE RECOVERY WAS ADEQUATE WITH THE FOLLOWING ADDITION.
 EW2709'$
 EW2709'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 EW2709'SURVEY.
 EW2709
 EW2709                          STATION RECOVERY (1994)
 EW2709
 EW2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2709'7.0 KM (4.35 MI) NORTHEASTERLY ALONG SIERRA HIGHWAY FROM THE JUNCTION
 EW2709'OF SOLEDAD CANYON ROAD IN SOLEMINT, IN TOP OF AND 0.5 M (1.6 FT)
 EW2709'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF
 EW2709'CULVERT NUMBER 42.62 UNDER THE HIGHWAY, AND 6.6 M (21.7 FT) NORTHWEST
 EW2709'OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 EW2709
 EW2709                          STATION RECOVERY (1994)
 EW2709
 EW2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDD)
 EW2709'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EW2709' 
 EW2709'THE STATION IS ABOUT 18 MI (29.0 KM) NORTH OF BURBANK, ABOUT 13 MI
 EW2709'(20.9 KM) NORTHEAST OF SAN FERNANDO AND ABOUT 8 MI (12.9 KM) EAST OF
 EW2709'NEWHALL.
 EW2709' 
 EW2709'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 14 AND
 EW2709'SAND CANYON ROAD, ABOUT 5 MI (8.0 KM) EAST OF NEWHALL, GO NORTH ON
 EW2709'SAND CANYON ROAD FOR 1.95 MI (3.14 KM) TO A T-INTERSECTION, SIERRA
 EW2709'HIGHWAY. TURN RIGHT AND GO NORTHEAST ON SIERRA HIGHWAY FOR 1.55 MI
 EW2709'(2.49 KM) TO THE STATION ON THE LEFT (1.65 MI SOUTHEAST OF DAVENPORT
 EW2709'RD.) AT POST MILE 43.52.
 EW2709' 
 EW2709'THE STATION IS ABOUT 135 FT (41.1 M) NORTHWEST OF THE CENTERLINE OF A
 EW2709'DIRT DRIVEWAY (15647 SIERRA HIGHWAY), ABOUT 80 FT (24.4 M) SOUTHEAST
 EW2709'OF THE CENTERLINE OF ANOTHER DIRT DRIVEWAY (15629 SIERRA HIGHWAY), AND
 EW2709'21.7 FT (6.6 M) NORTHWEST OF THE CENTERLINE OF SIERRA HIGHWAY. IT IS
 EW2709'SET IN THE TOP OF THE CONCRETE CULVERT ABOUT 2 FT (0.6 M) NORTHEAST OF
 EW2709'THE SOUTHWEST END OF THE CULVERT.
 EW2709
 EW2709                          STATION RECOVERY (2000)
 EW2709
 EW2709'RECOVERY NOTE BY CALTRANS 2000 (KDM)
 EW2709'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, AND WAS THEN FLAGGED
 EW2709' 
 EW2709'UP AND PAINTED. AS PART OF THE CAL-TRANS ANNUAL HPGN MAINTENANCE
 EW2709'PROGRAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2807 ***********************************************************************
 FU2807  DESIGNATION -  145 DWR
 FU2807  PID         -  FU2807
 FU2807  STATE/COUNTY-  CA/KERN
 FU2807  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2807
 FU2807                         *CURRENT SURVEY CONTROL
 FU2807  ___________________________________________________________________
 FU2807* NAD 83(1986)-  35 41 40.     (N)    119 46 42.     (W)     SCALED    
 FU2807* NAVD 88     -        99.30   (+/-2cm)     325.8    (feet)  VERTCON   
 FU2807  ___________________________________________________________________
 FU2807  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 FU2807  VERT ORDER  -  THIRD (See Below)
 FU2807
 FU2807.The horizontal coordinates were scaled from a topographic map and have
 FU2807.an estimated accuracy of +/- 6 seconds.
 FU2807
 FU2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2807.The vertical order pertains to the NGVD 29 superseded value.
 FU2807
 FU2807.The geoid height was determined by GEOID03.
 FU2807
 FU2807;                    North         East    Units  Estimated Accuracy
 FU2807;SPC CA 5     -   744,860.    1,839,040.      MT  (+/- 180 meters Scaled)
 FU2807
 FU2807                          SUPERSEDED SURVEY CONTROL
 FU2807
 FU2807  NGVD 29 (??/??/??)   98.50   (m)          323.2    (f) RESET       3  
 FU2807
 FU2807.Superseded values are not recommended for survey control.
 FU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2807.See file dsdata.txt to determine how the superseded data were derived.
 FU2807
 FU2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV486536(NAD 83)
 FU2807_MARKER: P = PIPE CAP
 FU2807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2807_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2807_STAMPING: 2 1 1/4 SEC LGB MACD
 FU2807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2807
 FU2807  HISTORY     - Date     Condition        Report By
 FU2807  HISTORY     - UNK      MONUMENTED       CA-029
 FU2807  HISTORY     - 1964     GOOD             NGS
 FU2807  HISTORY     - 1966     GOOD             NGS
 FU2807
 FU2807                          STATION DESCRIPTION
 FU2807
 FU2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2807'12.2 MI NW FROM LOST HILLS.
 FU2807'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2807'STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG
 FU2807'WEISER ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD AND FENCE
 FU2807'LINE, THENCE 0.5 MILE WEST ALONG TRACK ROAD AND FENCE, THENCE
 FU2807'0.7 MILE NORTHWEST ACROSS COUNTRY, 0.15 MILE NORTHWEST OF A
 FU2807'DRY WASH, 0.1 MILE WEST OF CONCRETE FOUNDATIONS AT SITE OF
 FU2807'ABANDONED OIL WELL, 2.4 FEET NORTH OF A WITNESS POST, A CAP
 FU2807'ON THE TOP OF A 3-INCH PIPE WHICH PROJECTS 0.6 FOOT.
 FU2807
 FU2807                          STATION RECOVERY (1966)
 FU2807
 FU2807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1898 ***********************************************************************
 GU1898  DESIGNATION -  145.26 L
 GU1898  PID         -  GU1898
 GU1898  STATE/COUNTY-  CA/FRESNO
 GU1898  USGS QUAD   -  HARRIS RANCH (1971)
 GU1898
 GU1898                         *CURRENT SURVEY CONTROL
 GU1898  ___________________________________________________________________
 GU1898* NAD 83(1986)-  36 19 05.     (N)    120 11 50.     (W)     SCALED    
 GU1898* NAVD 88     -       100.799  (meters)     330.70   (feet)  ADJUSTED  
 GU1898  ___________________________________________________________________
 GU1898  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 GU1898  DYNAMIC HT  -         100.711 (meters)     330.42  (feet)  COMP
 GU1898  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 GU1898
 GU1898  VERT ORDER  -  FIRST     CLASS I
 GU1898
 GU1898.The horizontal coordinates were scaled from a topographic map and have
 GU1898.an estimated accuracy of +/- 6 seconds.
 GU1898
 GU1898.The orthometric height was determined by differential leveling
 GU1898.and adjusted in June 1991.
 GU1898
 GU1898.The geoid height was determined by GEOID03.
 GU1898
 GU1898.The dynamic height is computed by dividing the NAVD 88
 GU1898.geopotential number by the normal gravity value computed on the
 GU1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1898.degrees latitude (g = 980.6199 gals.).
 GU1898
 GU1898.The modeled gravity was interpolated from observed gravity values.
 GU1898
 GU1898;                    North         East    Units  Estimated Accuracy
 GU1898;SPC CA 4     -   609,940.    1,892,500.      MT  (+/- 180 meters Scaled)
 GU1898
 GU1898                          SUPERSEDED SURVEY CONTROL
 GU1898
 GU1898  NGVD 29 (??/??/92)   99.870  (m)          327.66   (f) ADJ UNCH    1 1
 GU1898
 GU1898.Superseded values are not recommended for survey control.
 GU1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1898.See file dsdata.txt to determine how the superseded data were derived.
 GU1898
 GU1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF516228(NAD 83)
 GU1898_MARKER: DD = SURVEY DISK
 GU1898_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1898+WITH SETTING: PAVEMENT
 GU1898_SP_SET: DECK
 GU1898_STAMPING: 145.26 L
 GU1898_MARK LOGO: BOR   
 GU1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1898+STABILITY: SURFACE MOTION
 GU1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1898+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1898
 GU1898  HISTORY     - Date     Condition        Report By
 GU1898  HISTORY     - UNK      MONUMENTED       BOR
 GU1898  HISTORY     - 1967     GOOD             NGS
 GU1898  HISTORY     - 1971     GOOD             NGS
 GU1898  HISTORY     - 19890117 GOOD             NGS
 GU1898
 GU1898                          STATION DESCRIPTION
 GU1898
 GU1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1898'58.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1898'58.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1898'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF A GRATE DECK FOR
 GU1898'A TURNOUT STRUCTURE, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1898'NORTHEAST LEVEE ROAD, 3.1 FEET SOUTHWEST OF THE NORTHEAST
 GU1898'CONCRETE RETAINING WALL, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 GU1898
 GU1898                          STATION RECOVERY (1971)
 GU1898
 GU1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1898'RECOVERED IN GOOD CONDITION.
 GU1898
 GU1898                          STATION RECOVERY (1989)
 GU1898
 GU1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5312 ***********************************************************************
 HS5312  DESIGNATION -  145.36=281
 HS5312  PID         -  HS5312
 HS5312  STATE/COUNTY-  CA/SANTA CRUZ
 HS5312  USGS QUAD   -  LAUREL (1994)
 HS5312
 HS5312                         *CURRENT SURVEY CONTROL
 HS5312  ___________________________________________________________________
 HS5312* NAD 83(1986)-  37 01 05.     (N)    121 59 50.     (W)     SCALED    
 HS5312* NAVD 88     -        45.264  (meters)     148.50   (feet)  ADJUSTED  
 HS5312  ___________________________________________________________________
 HS5312  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HS5312  DYNAMIC HT  -          45.231 (meters)     148.40  (feet)  COMP
 HS5312  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 HS5312
 HS5312  VERT ORDER  -  FIRST     CLASS II
 HS5312
 HS5312.The horizontal coordinates were scaled from a topographic map and have
 HS5312.an estimated accuracy of +/- 6 seconds.
 HS5312
 HS5312.The orthometric height was determined by differential leveling
 HS5312.and adjusted in February 1993.
 HS5312
 HS5312.The geoid height was determined by GEOID03.
 HS5312
 HS5312.The dynamic height is computed by dividing the NAVD 88
 HS5312.geopotential number by the normal gravity value computed on the
 HS5312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5312.degrees latitude (g = 980.6199 gals.).
 HS5312
 HS5312.The modeled gravity was interpolated from observed gravity values.
 HS5312
 HS5312;                    North         East    Units  Estimated Accuracy
 HS5312;SPC CA 3     -   558,560.    1,866,770.      MT  (+/- 180 meters Scaled)
 HS5312
 HS5312                          SUPERSEDED SURVEY CONTROL
 HS5312
 HS5312  NGVD 29 (10/21/93)   44.427  (m)          145.76   (f) ADJUSTED    1 2
 HS5312
 HS5312.Superseded values are not recommended for survey control.
 HS5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5312.See file dsdata.txt to determine how the superseded data were derived.
 HS5312
 HS5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF892973(NAD 83)
 HS5312_MARKER: DD = SURVEY DISK
 HS5312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5312_SP_SET: CONCRETE POST
 HS5312_STAMPING: BM 145.36
 HS5312_MARK LOGO: CA-087
 HS5312_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5312+STABILITY: SURFACE MOTION
 HS5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5312+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5312
 HS5312  HISTORY     - Date     Condition        Report By
 HS5312  HISTORY     - UNK      MONUMENTED       CA-087
 HS5312  HISTORY     - 19900423 GOOD             NGS
 HS5312
 HS5312                          STATION DESCRIPTION
 HS5312
 HS5312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5312'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5312'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5312'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY
 HS5312'ALONG MOUNTAIN VIEW ROAD, THENCE 4.87 KM (3.03 MI) SOUTHERLY ALONG
 HS5312'BRANCIFORTE DRIVE TO ITS JUNCTION WITH GRANITE CREEK ROAD, 14.8 M
 HS5312'(48.6 FT) NORTH OF THE CENTERLINE OF THE DRIVE, 9.2 M (30.2 FT) EAST
 HS5312'OF THE CENTERLINE OF GRANITE CREEK ROAD, 3.5 M (11.5 FT) NORTHEAST OF
 HS5312'A ROAD JUNCTION SIGN, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 HS5312'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1360 ***********************************************************************
 EW1360  DESIGNATION -  145.565 C OF LA
 EW1360  PID         -  EW1360
 EW1360  STATE/COUNTY-  CA/LOS ANGELES
 EW1360  USGS QUAD   -  HOLLYWOOD (1994)
 EW1360
 EW1360                         *CURRENT SURVEY CONTROL
 EW1360  ___________________________________________________________________
 EW1360* NAD 83(1986)-  34 02 24.     (N)    118 20 51.     (W)     SCALED    
 EW1360* NAVD 88     -        44.83   (+/-2cm)     147.1    (feet)  VERTCON   
 EW1360  ___________________________________________________________________
 EW1360  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1360  VERT ORDER  -  THIRD (See Below)
 EW1360
 EW1360.The horizontal coordinates were scaled from a topographic map and have
 EW1360.an estimated accuracy of +/- 6 seconds.
 EW1360
 EW1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1360.The vertical order pertains to the NGVD 29 superseded value.
 EW1360
 EW1360.The geoid height was determined by GEOID03.
 EW1360
 EW1360;                    North         East    Units  Estimated Accuracy
 EW1360;SPC CA 5     -   559,960.    1,967,910.      MT  (+/- 180 meters Scaled)
 EW1360
 EW1360                          SUPERSEDED SURVEY CONTROL
 EW1360
 EW1360  NGVD 29 (??/??/??)   44.07   (m)          144.6    (f) RESET       3  
 EW1360
 EW1360.Superseded values are not recommended for survey control.
 EW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1360.See file dsdata.txt to determine how the superseded data were derived.
 EW1360
 EW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT756674(NAD 83)
 EW1360_MARKER: S = SPIKE
 EW1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1360_SP_SET: CATCH BASIN
 EW1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1360
 EW1360  HISTORY     - Date     Condition        Report By
 EW1360  HISTORY     - UNK      MONUMENTED       CA1980
 EW1360  HISTORY     - 1964     GOOD             NGS
 EW1360
 EW1360                          STATION DESCRIPTION
 EW1360
 EW1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1360'AT LOS ANGELES.
 EW1360'AT LOS ANGELES, AT THE INTERSECTION OF LA BREA AVENUE AND
 EW1360'WASHINGTON BOULEVARD, IN THE SOUTHWEST CORNER OF A CATCH BASIN,
 EW1360'21.2 FEET EAST OF THE EAST CURB LINE OF THE AVENUE, 2.5 FEET
 EW1360'NORTHEAST OF A LIGHT POLE, 0.8 FOOT NORTH OF THE SOUTH CURB
 EW1360'OF THE BOULEVARD, ABOUT LEVEL WITH THE BOULEVARD, AND 0.5 FOOT
 EW1360'LOWER THAN THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0585 ***********************************************************************
 DX0585  DESIGNATION -  1450
 DX0585  PID         -  DX0585
 DX0585  STATE/COUNTY-  CA/RIVERSIDE
 DX0585  USGS QUAD   -  VAIL LAKE (1988)
 DX0585
 DX0585                         *CURRENT SURVEY CONTROL
 DX0585  ___________________________________________________________________
 DX0585* NAD 83(1986)-  33 28 48.     (N)    116 57 37.     (W)     SCALED    
 DX0585* NAVD 88     -       443.04   (+/-2cm)    1453.5    (feet)  VERTCON   
 DX0585  ___________________________________________________________________
 DX0585  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DX0585  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0585
 DX0585.The horizontal coordinates were scaled from a topographic map and have
 DX0585.an estimated accuracy of +/- 6 seconds.
 DX0585
 DX0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0585.The vertical order pertains to the NGVD 29 superseded value.
 DX0585
 DX0585.The geoid height was determined by GEOID03.
 DX0585
 DX0585;                    North         East    Units  Estimated Accuracy
 DX0585;SPC CA 6     -   645,880.    1,933,990.      MT  (+/- 180 meters Scaled)
 DX0585
 DX0585                          SUPERSEDED SURVEY CONTROL
 DX0585
 DX0585  NGVD 29 (??/??/??)  442.316  (m)         1451.17   (f) ADJUSTED    1 2
 DX0585
 DX0585.Superseded values are not recommended for survey control.
 DX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0585.See file dsdata.txt to determine how the superseded data were derived.
 DX0585
 DX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT036045(NAD 83)
 DX0585_MARKER: P = PIPE CAP
 DX0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0585_STAMPING: 1450 T
 DX0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0585
 DX0585  HISTORY     - Date     Condition        Report By
 DX0585  HISTORY     - UNK      MONUMENTED       USGS
 DX0585  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0585
 DX0585                          STATION DESCRIPTION
 DX0585
 DX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0585'7.1 MI NW FROM AGUANGA.
 DX0585'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM THE POST OFFICE
 DX0585'AT AGUANGA, RIVERSIDE COUNTY, THENCE 3.6 MILES NORTHWEST ALONG
 DX0585'STATE HIGHWAY 71, AND ON THE SOUTH EDGE OF THE HIGHWAY.  A UNITED
 DX0585'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1450 T AND RIVETED
 DX0585'ON THE TOP OF A 3-1/2-INCH IRON POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0237 ***********************************************************************
 GT0237  DESIGNATION -  14501
 GT0237  PID         -  GT0237
 GT0237  STATE/COUNTY-  CA/TULARE
 GT0237  USGS QUAD   -  MOUNT WHITNEY (1994)
 GT0237
 GT0237                         *CURRENT SURVEY CONTROL
 GT0237  ___________________________________________________________________
 GT0237* NAD 83(1986)-  36 34 45.     (N)    118 17 31.     (W)     SCALED    
 GT0237* NAVD 88     -      4420.42   (+/-2cm)   14502.7    (feet)  VERTCON   
 GT0237  ___________________________________________________________________
 GT0237  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 GT0237  VERT ORDER  -  THIRD (See Below)
 GT0237
 GT0237.The horizontal coordinates were scaled from a topographic map and have
 GT0237.an estimated accuracy of +/- 6 seconds.
 GT0237
 GT0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0237.The vertical order pertains to the NGVD 29 superseded value.
 GT0237
 GT0237.The geoid height was determined by GEOID03.
 GT0237
 GT0237;                    North         East    Units  Estimated Accuracy
 GT0237;SPC CA 4     -   638,470.    2,063,370.      MT  (+/- 180 meters Scaled)
 GT0237
 GT0237                          SUPERSEDED SURVEY CONTROL
 GT0237
 GT0237  NGVD 29 (??/??/??) 4418.55   (m)        14496.5    (f) RESET       3  
 GT0237
 GT0237.Superseded values are not recommended for survey control.
 GT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0237.See file dsdata.txt to determine how the superseded data were derived.
 GT0237
 GT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA844489(NAD 83)
 GT0237_MARKER: DD = SURVEY DISK
 GT0237_SETTING: 66 = SET IN ROCK OUTCROP
 GT0237_SP_SET: ROCK MONUMENT
 GT0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GT0237+STABILITY: POSITION/ELEVATION WELL
 GT0237
 GT0237  HISTORY     - Date     Condition        Report By
 GT0237  HISTORY     - UNK      MONUMENTED       USGS
 GT0237  HISTORY     - 1950     GOOD             NGS
 GT0237  HISTORY     - 20060820 POOR             GEOCAC
 GT0237
 GT0237                          STATION DESCRIPTION
 GT0237
 GT0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 GT0237'13 MI W FROM LONE PINE.
 GT0237'AT THE SUMMIT OF MT. WHITNEY, TULARE COUNTY, 6.5 FEET SOUTH AND 5
 GT0237'FEET WEST OF THE CENTER OF A ROCK MONUMENT IN WHICH IT IS SET.
 GT0237'A 4- BY 7-INCH ALUMINUM TABLET ENGRAVED AS FOLLOWS-- U.S.
 GT0237'GEOLOGICAL SURVEY CHARLES D. WALCOTT DIRECTOR LATITUDE 36 DEG
 GT0237'44 MIN 44 SEC LONGITUDE 118 DEG 17 MIN 29 SEC ELEVATION ABOVE SEA
 GT0237'14.501 1905.
 GT0237
 GT0237                          STATION RECOVERY (2006)
 GT0237
 GT0237'RECOVERY NOTE BY GEOCACHING 2006 (JER)
 GT0237'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1810 ***********************************************************************
 GT1810  DESIGNATION -  14502
 GT1810  PID         -  GT1810
 GT1810  STATE/COUNTY-  CA/INYO
 GT1810  USGS QUAD   -  MOUNT WHITNEY (1994)
 GT1810
 GT1810                         *CURRENT SURVEY CONTROL
 GT1810  ___________________________________________________________________
 GT1810* NAD 83(1992)-  36 34 42.98800(N)    118 17 31.18625(W)     ADJUSTED  
 GT1810* NAVD 88     -      4422.     (meters)   14508.     (feet)  SCALED    
 GT1810  ___________________________________________________________________
 GT1810  EPOCH DATE  -        1991.35
 GT1810  LAPLACE CORR-          -9.63  (seconds)                    DEFLEC99
 GT1810  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 GT1810  HORZ ORDER  -  SECOND
 GT1810
 GT1810.The horizontal coordinates were established by classical geodetic methods
 GT1810.and adjusted by the National Geodetic Survey in March 1994.
 GT1810.The horizontal coordinates are valid at the epoch date displayed above.
 GT1810.The epoch date for horizontal control is a decimal equivalence
 GT1810.of Year/Month/Day.
 GT1810
 GT1810.The orthometric height was scaled from a topographic map.
 GT1810
 GT1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT1810
 GT1810.The geoid height was determined by GEOID03.
 GT1810
 GT1810;                    North         East     Units Scale Factor Converg.
 GT1810;SPC CA 4     -   638,410.840 2,063,362.360   MT  0.99994110   +0 25 20.6
 GT1810;SPC CA 4     - 2,094,519.56  6,769,548.01   sFT  0.99994110   +0 25 20.6
 GT1810;UTM  11      - 4,048,904.345   384,409.139   MT  0.99976461   -0 46 12.1
 GT1810
 GT1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT1810!SPC CA 4     -   0.99931047  x   0.99994110  =   0.99925161
 GT1810!UTM  11      -   0.99931047  x   0.99976461  =   0.99907524
 GT1810
 GT1810                          SUPERSEDED SURVEY CONTROL
 GT1810
 GT1810  NAD 83(1986)-  36 34 42.97883(N)    118 17 31.17810(W) AD(1984.00) 2
 GT1810  NAD 27      -  36 34 43.20980(N)    118 17 27.86100(W) AD(       ) 2
 GT1810
 GT1810.Superseded values are not recommended for survey control.
 GT1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1810.See file dsdata.txt to determine how the superseded data were derived.
 GT1810
 GT1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA8440948904(NAD 83)
 GT1810_MARKER: Z = SEE DESCRIPTION
 GT1810_SETTING: 0 = UNSPECIFIED SETTING
 GT1810
 GT1810  HISTORY     - Date     Condition        Report By
 GT1810  HISTORY     - 1962     MONUMENTED       CGS
 GT1810  HISTORY     - 20060820 POOR             GEOCAC
 GT1810
 GT1810                          STATION DESCRIPTION
 GT1810
 GT1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GT1810'THE STATION IS ON THE HIGHEST PART OF MOUNT WHITNEY, 16-1/2
 GT1810'MILES SOUTH-SOUTHWEST OF INDEPENDENCE AND 13 MILES WEST OF
 GT1810'LONE PINE.
 GT1810'
 GT1810'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY ALUMINUM DISK,
 GT1810'STAMPED 14502, CEMENTED IN A DRILL HOLE IN A 5 BY 10 FOOT
 GT1810'BOULDER PROJECTING 3-1/2 FEET.
 GT1810'
 GT1810'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITNEY
 GT1810'1950, THE DISTANCE BEING 9.78 FEET OR 2.982 METERS NORTH
 GT1810'OF THE STATION.
 GT1810
 GT1810                          STATION RECOVERY (2006)
 GT1810
 GT1810'RECOVERY NOTE BY GEOCACHING 2006 (JER)
 GT1810'HALF OF MARK IS MISSING AND THE REMAINING MARK IS HEAVILY SCRATCHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2088 ***********************************************************************
 DX2088  DESIGNATION -  1456
 DX2088  PID         -  DX2088
 DX2088  STATE/COUNTY-  CA/RIVERSIDE
 DX2088  USGS QUAD   -  PERRIS (1993)
 DX2088
 DX2088                         *CURRENT SURVEY CONTROL
 DX2088  ___________________________________________________________________
 DX2088* NAD 83(1986)-  33 46 57.     (N)    117 13 45.     (W)     SCALED    
 DX2088* NAVD 88     -       444.87   (+/-2cm)    1459.5    (feet)  VERTCON   
 DX2088  ___________________________________________________________________
 DX2088  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX2088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2088
 DX2088.The horizontal coordinates were scaled from a topographic map and have
 DX2088.an estimated accuracy of +/- 6 seconds.
 DX2088
 DX2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2088.The vertical order pertains to the NGVD 29 superseded value.
 DX2088
 DX2088.The geoid height was determined by GEOID03.
 DX2088
 DX2088;                    North         East    Units  Estimated Accuracy
 DX2088;SPC CA 6     -   679,630.    1,909,310.      MT  (+/- 180 meters Scaled)
 DX2088
 DX2088                          SUPERSEDED SURVEY CONTROL
 DX2088
 DX2088  NGVD 29 (??/??/??)  444.105  (m)         1457.03   (f) ADJUSTED    2 0
 DX2088
 DX2088.Superseded values are not recommended for survey control.
 DX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2088.See file dsdata.txt to determine how the superseded data were derived.
 DX2088
 DX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT787380(NAD 83)
 DX2088_MARKER: DD = SURVEY DISK
 DX2088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2088_SP_SET: BUILDING
 DX2088_STAMPING: 1456
 DX2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2088
 DX2088  HISTORY     - Date     Condition        Report By
 DX2088  HISTORY     - UNK      MONUMENTED       USGS
 DX2088  HISTORY     - 1958     GOOD             NGS
 DX2088
 DX2088                          STATION DESCRIPTION
 DX2088
 DX2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2088'AT PERRIS.
 DX2088'AT PERRIS, RIVERSIDE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 DX2088'FE RAILWAY, AT THE STATION, ON THE WEST SIDE OF THE BUILDING,
 DX2088'AT THE ARCHED ENTRANCE TO THE WAITING ROOM, IN THE SOUTH WALL
 DX2088'OF THE ENTRANCE, AND 4.5 FEET ABOVE THE PAVEMENT.  A UNITED
 DX2088'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1456 AND SET
 DX2088'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0365 ***********************************************************************
 KT0365  DESIGNATION -  1457 USGS
 KT0365  PID         -  KT0365
 KT0365  STATE/COUNTY-  CA/LAKE
 KT0365  USGS QUAD   -  WILBUR SPRINGS (1991)
 KT0365
 KT0365                         *CURRENT SURVEY CONTROL
 KT0365  ___________________________________________________________________
 KT0365* NAD 83(1986)-  39 01 01.     (N)    122 29 25.     (W)     SCALED    
 KT0365* NAVD 88     -       445.02   (+/-2cm)    1460.0    (feet)  VERTCON   
 KT0365  ___________________________________________________________________
 KT0365  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 KT0365  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0365
 KT0365.The horizontal coordinates were scaled from a topographic map and have
 KT0365.an estimated accuracy of +/- 6 seconds.
 KT0365
 KT0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0365.The vertical order pertains to the NGVD 29 superseded value.
 KT0365
 KT0365.The geoid height was determined by GEOID03.
 KT0365
 KT0365;                    North         East    Units  Estimated Accuracy
 KT0365;SPC CA 2     -   650,000.    1,957,540.      MT  (+/- 180 meters Scaled)
 KT0365
 KT0365                          SUPERSEDED SURVEY CONTROL
 KT0365
 KT0365  NGVD 29 (??/??/92)  444.172  (m)         1457.25   (f) ADJ UNCH    1 2
 KT0365
 KT0365.Superseded values are not recommended for survey control.
 KT0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0365.See file dsdata.txt to determine how the superseded data were derived.
 KT0365
 KT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ441187(NAD 83)
 KT0365_MARKER: Z = SEE DESCRIPTION
 KT0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0365_SP_SET: CULVERT
 KT0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0365
 KT0365  HISTORY     - Date     Condition        Report By
 KT0365  HISTORY     - UNK      MONUMENTED       USGS
 KT0365  HISTORY     - 1966     GOOD             NGS
 KT0365
 KT0365                          STATION DESCRIPTION
 KT0365
 KT0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0365'13.7 MI SE FROM CLEARLAKE OAKS.
 KT0365'13.7 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 KT0365'OFFICE AT CLEARLAKE OAKS, AT 5-FOOT CORRUGATED METAL PIPE
 KT0365'CULVERT C-498+65, ON THE CENTER AND TOP OF THE WEST CONCRETE
 KT0365'HEADWALL AND DIRECTLY OVER 1929 CAST IN THE SIDE OF THE
 KT0365'CONCRETE , 36.5 FEET NORTHEAST OF THE CENTER OF A GATE AT AN
 KT0365'ABANDONED SECTION OF THE HIGHWAY LEADING NORTHWEST, 20.0 FEET
 KT0365'WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3-1/2 FEET
 KT0365'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0955 ***********************************************************************
 HS0955  DESIGNATION -  1459
 HS0955  PID         -  HS0955
 HS0955  STATE/COUNTY-  CA/TUOLUMNE
 HS0955  USGS QUAD   -  MOCCASIN (1987)
 HS0955
 HS0955                         *CURRENT SURVEY CONTROL
 HS0955  ___________________________________________________________________
 HS0955* NAD 83(1986)-  37 48 44.     (N)    120 17 30.     (W)     SCALED    
 HS0955* NAVD 88     -       446.22   (+/-2cm)    1464.0    (feet)  VERTCON   
 HS0955  ___________________________________________________________________
 HS0955  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HS0955  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0955
 HS0955.The horizontal coordinates were scaled from a topographic map and have
 HS0955.an estimated accuracy of +/- 6 seconds.
 HS0955
 HS0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0955.The vertical order pertains to the NGVD 29 superseded value.
 HS0955
 HS0955.The geoid height was determined by GEOID03.
 HS0955
 HS0955;                    North         East    Units  Estimated Accuracy
 HS0955;SPC CA 3     -   645,650.    2,018,340.      MT  (+/- 180 meters Scaled)
 HS0955
 HS0955                          SUPERSEDED SURVEY CONTROL
 HS0955
 HS0955  NGVD 29 (??/??/92)  445.474  (m)         1461.53   (f) ADJ UNCH    1 2
 HS0955
 HS0955.Superseded values are not recommended for survey control.
 HS0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0955.See file dsdata.txt to determine how the superseded data were derived.
 HS0955
 HS0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG384884(NAD 83)
 HS0955_MARKER: DD = SURVEY DISK
 HS0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0955_SP_SET: ANCHOR BLOCK
 HS0955_STAMPING: 1459 373
 HS0955_MARK LOGO: CA3290
 HS0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0955
 HS0955  HISTORY     - Date     Condition        Report By
 HS0955  HISTORY     - UNK      MONUMENTED       CA3290
 HS0955  HISTORY     - 1956     GOOD             CGS
 HS0955
 HS0955                          STATION DESCRIPTION
 HS0955
 HS0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0955'0.4 MI NE FROM MOCCASIN.
 HS0955'0.43 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0955'FROM THE POWERHOUSE AT MOCCASIN, AT THE CROSSING OF AN ABANDONED
 HS0955'WOODEN RAILROAD BRIDGE, IN THE TOP OF THE EIGHTH CONCRETE ANCHOR
 HS0955'BLOCK NORTHEAST OF THE POWERHOUSE, 10.4 FEET NORTHEAST OF THE
 HS0955'NORTHEAST EDGE OF THE BRIDGE, 9.2 FEET SOUTHEAST OF THE NORTH
 HS0955'CORNER OF AN ANCHOR BLOCK, 1.1 FEET SOUTHWEST OF THE NORTHEAST
 HS0955'EDGE OF THE ANCHOR BLOCK, AND ABOUT 6 1/2 FEET HIGHER THAN
 HS0955'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3963 ***********************************************************************
 EW3963  DESIGNATION -  146 3390
 EW3963  PID         -  EW3963
 EW3963  STATE/COUNTY-  CA/LOS ANGELES
 EW3963  USGS QUAD   -  MINT CANYON (1995)
 EW3963
 EW3963                         *CURRENT SURVEY CONTROL
 EW3963  ___________________________________________________________________
 EW3963* NAD 83(1986)-  34 22 53.     (N)    118 24 52.     (W)     SCALED    
 EW3963* NAVD 88     -       562.84   (+/-2cm)    1846.6    (feet)  VERTCON   
 EW3963  ___________________________________________________________________
 EW3963  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 EW3963  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3963
 EW3963.The horizontal coordinates were scaled from a topographic map and have
 EW3963.an estimated accuracy of +/- 6 seconds.
 EW3963
 EW3963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3963.The vertical order pertains to the NGVD 29 superseded value.
 EW3963
 EW3963.The geoid height was determined by GEOID03.
 EW3963
 EW3963;                    North         East    Units  Estimated Accuracy
 EW3963;SPC CA 5     -   597,850.    1,961,890.      MT  (+/- 180 meters Scaled)
 EW3963
 EW3963                          SUPERSEDED SURVEY CONTROL
 EW3963
 EW3963  NGVD 29 (??/??/92)  562.009  (m)         1843.86   (f) ADJ UNCH    1 1
 EW3963
 EW3963.Superseded values are not recommended for survey control.
 EW3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3963.See file dsdata.txt to determine how the superseded data were derived.
 EW3963
 EW3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699053(NAD 83)
 EW3963_MARKER: DD = SURVEY DISK
 EW3963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3963_SP_SET: BRIDGE
 EW3963_STAMPING: BM 146-03390 1963
 EW3963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3963
 EW3963  HISTORY     - Date     Condition        Report By
 EW3963  HISTORY     - 1963     MONUMENTED       CA-037
 EW3963  HISTORY     - 1966     GOOD             CA-037
 EW3963
 EW3963                          STATION DESCRIPTION
 EW3963
 EW3963'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3963'3.4 MI SE FROM SOLEMINT.
 EW3963'PLACERITA CANYON ROAD, ABOUT 360 FEET WEST OF SAND CANYON ROAD,
 EW3963'24.0 FEET SOUTH OF CENTER OF PLACERITA CANYON ROAD IN SOUTHWEST
 EW3963'CORNER OF CONCRETE BRIDGE.  SET FLUSH IN TOP OF CONCRETE
 EW3963'SOUTHWEST WING WALL OF BRIDGE, 10.0 FEET SOUTH OF SOUTHWEST
 EW3963'CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2806 ***********************************************************************
 FU2806  DESIGNATION -  146 DWR
 FU2806  PID         -  FU2806
 FU2806  STATE/COUNTY-  CA/KERN
 FU2806  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2806
 FU2806                         *CURRENT SURVEY CONTROL
 FU2806  ___________________________________________________________________
 FU2806* NAD 83(1986)-  35 41 18.     (N)    119 46 11.     (W)     SCALED    
 FU2806* NAVD 88     -       102.04   (+/-2cm)     334.8    (feet)  VERTCON   
 FU2806  ___________________________________________________________________
 FU2806  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2806  VERT ORDER  -  THIRD (See Below)
 FU2806
 FU2806.The horizontal coordinates were scaled from a topographic map and have
 FU2806.an estimated accuracy of +/- 6 seconds.
 FU2806
 FU2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2806.The vertical order pertains to the NGVD 29 superseded value.
 FU2806
 FU2806.The geoid height was determined by GEOID03.
 FU2806
 FU2806;                    North         East    Units  Estimated Accuracy
 FU2806;SPC CA 5     -   744,170.    1,839,810.      MT  (+/- 180 meters Scaled)
 FU2806
 FU2806                          SUPERSEDED SURVEY CONTROL
 FU2806
 FU2806  NGVD 29 (??/??/??)  101.25   (m)          332.2    (f) RESET       3  
 FU2806
 FU2806.Superseded values are not recommended for survey control.
 FU2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2806.See file dsdata.txt to determine how the superseded data were derived.
 FU2806
 FU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV493529(NAD 83)
 FU2806_MARKER: P = PIPE CAP
 FU2806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2806_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2806_STAMPING: 1/4 SEC 12 LGB MACD
 FU2806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2806
 FU2806  HISTORY     - Date     Condition        Report By
 FU2806  HISTORY     - UNK      MONUMENTED       CA-029
 FU2806  HISTORY     - 1964     GOOD             NGS
 FU2806  HISTORY     - 1966     GOOD             NGS
 FU2806
 FU2806                          STATION DESCRIPTION
 FU2806
 FU2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2806'11.5 MI NW FROM LOST HILLS.
 FU2806'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2806'STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG
 FU2806'WEISER ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD AND FENCE
 FU2806'LINE, THENCE 0.5 MILE WEST ALONG A TRACK ROAD AND FENCE, 13 FEET
 FU2806'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 13 FEET SOUTH OF
 FU2806'THE CENTER LINE OF A SECOND TRACK ROAD, 96 FEET EAST OF A POWER
 FU2806'LINE POLE, 0.6 FEET SOUTH OF A FENCE, 2.1 FEET EAST OF A WITNESS
 FU2806'POST, ABOUT LEVEL WITH THE ROADS, A CAP ON A 3-INCH IRON PIPE
 FU2806'WHICH PROJECTS 0.2 FOOT.
 FU2806
 FU2806                          STATION RECOVERY (1966)
 FU2806
 FU2806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1646 ***********************************************************************
 EW1646  DESIGNATION -  146.006 C OF LA
 EW1646  PID         -  EW1646
 EW1646  STATE/COUNTY-  CA/LOS ANGELES
 EW1646  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1646
 EW1646                         *CURRENT SURVEY CONTROL
 EW1646  ___________________________________________________________________
 EW1646* NAD 83(1986)-  34 03 45.     (N)    118 22 58.     (W)     SCALED    
 EW1646* NAVD 88     -        45.13   (+/-2cm)     148.1    (feet)  VERTCON   
 EW1646  ___________________________________________________________________
 EW1646  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EW1646  VERT ORDER  -  THIRD (See Below)
 EW1646
 EW1646.The horizontal coordinates were scaled from a topographic map and have
 EW1646.an estimated accuracy of +/- 6 seconds.
 EW1646
 EW1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1646.The vertical order pertains to the NGVD 29 superseded value.
 EW1646
 EW1646.The geoid height was determined by GEOID03.
 EW1646
 EW1646;                    North         East    Units  Estimated Accuracy
 EW1646;SPC CA 5     -   562,460.    1,964,660.      MT  (+/- 180 meters Scaled)
 EW1646
 EW1646                          SUPERSEDED SURVEY CONTROL
 EW1646
 EW1646  NGVD 29 (??/??/??)   44.37   (m)          145.6    (f) RESET       3  
 EW1646
 EW1646.Superseded values are not recommended for survey control.
 EW1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1646.See file dsdata.txt to determine how the superseded data were derived.
 EW1646
 EW1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723699(NAD 83)
 EW1646_MARKER: S = SPIKE
 EW1646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1646_SP_SET: LAMP POST BASE
 EW1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1646
 EW1646  HISTORY     - Date     Condition        Report By
 EW1646  HISTORY     - UNK      MONUMENTED       CA1980
 EW1646  HISTORY     - 1945     GOOD             NGS
 EW1646  HISTORY     - 1964     GOOD             NGS
 EW1646
 EW1646                          STATION DESCRIPTION
 EW1646
 EW1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1646'AT BEVERLY HILLS.
 EW1646'AT BEVERLY HILLS AT THE INTERSECTION OF ROBERTSON BOULEVARD
 EW1646'AND GREGORY WAY, 22.6 FEET NORTH OF THE NORTH CURBLINE OF GREGORY
 EW1646'WAY, 0.9 FEET WEST OF THE WEST CURB OF ROBERTSON BOULEVARD AND
 EW1646'SET IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF LAMP POST
 EW1646'NO. 21B.  A CUT SPIKE SET IN CONCRETE.
 EW1646
 EW1646                          STATION RECOVERY (1964)
 EW1646
 EW1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1896 ***********************************************************************
 GU1896  DESIGNATION -  146.17 L
 GU1896  PID         -  GU1896
 GU1896  STATE/COUNTY-  CA/FRESNO
 GU1896  USGS QUAD   -  HARRIS RANCH (1971)
 GU1896
 GU1896                         *CURRENT SURVEY CONTROL
 GU1896  ___________________________________________________________________
 GU1896* NAD 83(2007)-  36 18 44.99562(N)    120 10 46.11749(W)     NO CHECK  
 GU1896* NAVD 88     -       102.306  (meters)     335.65   (feet)  ADJUSTED  
 GU1896  ___________________________________________________________________
 GU1896  EPOCH DATE  -        2007.00
 GU1896  X           -  -2,586,744.106 (meters)                     COMP
 GU1896  Y           -  -4,448,135.464 (meters)                     COMP
 GU1896  Z           -   3,756,229.378 (meters)                     COMP
 GU1896  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 GU1896  ELLIP HEIGHT-          68.202 (meters)          (02/10/07) NO CHECK
 GU1896  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 GU1896  DYNAMIC HT  -         102.217 (meters)     335.36  (feet)  COMP
 GU1896
 GU1896  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU1896  Type    PID    Designation                      North   East  Ellip
 GU1896  -------------------------------------------------------------------
 GU1896  NETWORK GU1896 146.17 L                          2.53   4.29   9.29
 GU1896  -------------------------------------------------------------------
 GU1896  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 GU1896
 GU1896  VERT ORDER  -  FIRST     CLASS I
 GU1896
 GU1896.The horizontal coordinates were established by GPS observations
 GU1896.and adjusted by the National Geodetic Survey in February 2007.
 GU1896
 GU1896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU1896.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU1896.No horizontal observational check was made to the station.
 GU1896.The horizontal coordinates are valid at the epoch date displayed above.
 GU1896.The epoch date for horizontal control is a decimal equivalence
 GU1896.of Year/Month/Day.
 GU1896
 GU1896.The orthometric height was determined by differential leveling
 GU1896.and adjusted in June 1991.
 GU1896
 GU1896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU1896
 GU1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU1896
 GU1896.The ellipsoidal height was determined by GPS observations
 GU1896.and is referenced to NAD 83.
 GU1896
 GU1896.The geoid height was determined by GEOID03.
 GU1896
 GU1896.The dynamic height is computed by dividing the NAVD 88
 GU1896.geopotential number by the normal gravity value computed on the
 GU1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1896.degrees latitude (g = 980.6199 gals.).
 GU1896
 GU1896.The modeled gravity was interpolated from observed gravity values.
 GU1896
 GU1896;                    North         East     Units Scale Factor Converg.
 GU1896;SPC CA 4     -   609,299.875 1,894,082.505   MT  0.99995563   -0 42 13.2
 GU1896;SPC CA 4     - 1,999,011.34  6,214,169.02   sFT  0.99995563   -0 42 13.2
 GU1896;UTM  10      - 4,022,302.859   753,231.133   MT  1.00039017   +1 40 16.2
 GU1896
 GU1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU1896!SPC CA 4     -   0.99998930  x   0.99995563  =   0.99994493
 GU1896!UTM  10      -   0.99998930  x   1.00039017  =   1.00037946
 GU1896
 GU1896                          SUPERSEDED SURVEY CONTROL
 GU1896
 GU1896  NAD 83(1998)-  36 18 44.99411(N)    120 10 46.11783(W) AD(2002.00) 1
 GU1896  ELLIP H (10/18/04)   68.216  (m)                       GP(       ) 4 1
 GU1896  NAVD 88 (10/18/04)  102.31   (m)          335.7    (f) LEVELING    3  
 GU1896  NGVD 29 (??/??/92)  101.547  (m)          333.16   (f) ADJ UNCH    1 1
 GU1896
 GU1896.Superseded values are not recommended for survey control.
 GU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1896.See file dsdata.txt to determine how the superseded data were derived.
 GU1896
 GU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF5323122303(NAD 83)
 GU1896_MARKER: DD = SURVEY DISK
 GU1896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1896_SP_SET: WING WALL
 GU1896_STAMPING: 146.17 L
 GU1896_MARK LOGO: BOR   
 GU1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1896+STABILITY: SURFACE MOTION
 GU1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1896+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 GU1896
 GU1896  HISTORY     - Date     Condition        Report By
 GU1896  HISTORY     - UNK      MONUMENTED       BOR
 GU1896  HISTORY     - 1967     GOOD             NGS
 GU1896  HISTORY     - 1971     GOOD             NGS
 GU1896  HISTORY     - 19890214 GOOD             NGS
 GU1896  HISTORY     - 20040309 GOOD             MSAM
 GU1896
 GU1896                          STATION DESCRIPTION
 GU1896
 GU1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1896'59.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1896'59.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1896'AMIGOS PUMP PLANT, IN THE TOP AND 1.4 FEET SOUTH OF THE NORTH
 GU1896'END OF THE NORTHWEST CONCRETE WING WALL OF YUBA AVENUE BRIDGE
 GU1896'OVER THE AQUEDUCT, 14 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 GU1896'AND ABOUT LEVEL WITH THE AVENUE.
 GU1896
 GU1896                          STATION RECOVERY (1971)
 GU1896
 GU1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1896'RECOVERED IN GOOD CONDITION.
 GU1896
 GU1896                          STATION RECOVERY (1989)
 GU1896
 GU1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1896'RECOVERED IN GOOD CONDITION.
 GU1896
 GU1896                          STATION RECOVERY (2004)
 GU1896
 GU1896'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 GU1896'RECOVERY NOTE MSAM 2004 (DJK)
 GU1896' 
 GU1896'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1894 ***********************************************************************
 GU1894  DESIGNATION -  146.17 R
 GU1894  PID         -  GU1894
 GU1894  STATE/COUNTY-  CA/FRESNO
 GU1894  USGS QUAD   -  HARRIS RANCH (1971)
 GU1894
 GU1894                         *CURRENT SURVEY CONTROL
 GU1894  ___________________________________________________________________
 GU1894* NAD 83(1986)-  36 18 46.     (N)    120 10 48.     (W)     SCALED    
 GU1894* NAVD 88     -       102.303  (meters)     335.64   (feet)  ADJUSTED  
 GU1894  ___________________________________________________________________
 GU1894  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 GU1894  DYNAMIC HT  -         102.214 (meters)     335.35  (feet)  COMP
 GU1894  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 GU1894
 GU1894  VERT ORDER  -  FIRST     CLASS I
 GU1894
 GU1894.The horizontal coordinates were scaled from a topographic map and have
 GU1894.an estimated accuracy of +/- 6 seconds.
 GU1894
 GU1894.The orthometric height was determined by differential leveling
 GU1894.and adjusted in June 1991.
 GU1894
 GU1894.The geoid height was determined by GEOID03.
 GU1894
 GU1894.The dynamic height is computed by dividing the NAVD 88
 GU1894.geopotential number by the normal gravity value computed on the
 GU1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1894.degrees latitude (g = 980.6199 gals.).
 GU1894
 GU1894.The modeled gravity was interpolated from observed gravity values.
 GU1894
 GU1894;                    North         East    Units  Estimated Accuracy
 GU1894;SPC CA 4     -   609,330.    1,894,040.      MT  (+/- 180 meters Scaled)
 GU1894
 GU1894                          SUPERSEDED SURVEY CONTROL
 GU1894
 GU1894  NGVD 29 (??/??/92)  101.546  (m)          333.16   (f) ADJ UNCH    1 1
 GU1894
 GU1894.Superseded values are not recommended for survey control.
 GU1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1894.See file dsdata.txt to determine how the superseded data were derived.
 GU1894
 GU1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF531223(NAD 83)
 GU1894_MARKER: DD = SURVEY DISK
 GU1894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1894_SP_SET: WINGWALL
 GU1894_STAMPING: 146.17 R
 GU1894_MARK LOGO: BOR   
 GU1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1894+STABILITY: SURFACE MOTION
 GU1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1894+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1894
 GU1894  HISTORY     - Date     Condition        Report By
 GU1894  HISTORY     - UNK      MONUMENTED       BOR
 GU1894  HISTORY     - 1967     GOOD             NGS
 GU1894  HISTORY     - 1971     GOOD             NGS
 GU1894  HISTORY     - 19890214 GOOD             NGS
 GU1894
 GU1894                          STATION DESCRIPTION
 GU1894
 GU1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1894'59.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1894'59.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1894'AMIGOS PUMP PLANT, IN THE TOP OF THE SOUTH END OF THE SOUTHEAST
 GU1894'CONCRETE WING WALL OF THE YUBA AVENUE CONCRETE BRIDGE OVER THE
 GU1894'AQUEDUCT, 14 FEET EAST OF THE CENTER LINE OF THE AVENUE, 1.5
 GU1894'FEET NORTH OF THE SOUTH END OF THE WING WALL, AND ABOUT LEVEL
 GU1894'WITH THE AVENUE.
 GU1894
 GU1894                          STATION RECOVERY (1971)
 GU1894
 GU1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1894'RECOVERED IN GOOD CONDITION.
 GU1894
 GU1894                          STATION RECOVERY (1989)
 GU1894
 GU1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1656 ***********************************************************************
 EW1656  DESIGNATION -  146.555 C OF LA
 EW1656  PID         -  EW1656
 EW1656  STATE/COUNTY-  CA/LOS ANGELES
 EW1656  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1656
 EW1656                         *CURRENT SURVEY CONTROL
 EW1656  ___________________________________________________________________
 EW1656* NAD 83(1986)-  34 04 10.     (N)    118 22 35.     (W)     SCALED    
 EW1656* NAVD 88     -        45.39   (+/-2cm)     148.9    (feet)  VERTCON   
 EW1656  ___________________________________________________________________
 EW1656  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1656  VERT ORDER  -  THIRD (See Below)
 EW1656
 EW1656.The horizontal coordinates were scaled from a topographic map and have
 EW1656.an estimated accuracy of +/- 6 seconds.
 EW1656
 EW1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1656.The vertical order pertains to the NGVD 29 superseded value.
 EW1656
 EW1656.The geoid height was determined by GEOID03.
 EW1656
 EW1656;                    North         East    Units  Estimated Accuracy
 EW1656;SPC CA 5     -   563,230.    1,965,260.      MT  (+/- 180 meters Scaled)
 EW1656
 EW1656                          SUPERSEDED SURVEY CONTROL
 EW1656
 EW1656  NGVD 29 (??/??/??)   44.62   (m)          146.4    (f) RESET       3  
 EW1656
 EW1656.Superseded values are not recommended for survey control.
 EW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1656.See file dsdata.txt to determine how the superseded data were derived.
 EW1656
 EW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT729707(NAD 83)
 EW1656_MARKER: S = SPIKE
 EW1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1656_SP_SET: CATCH BASIN
 EW1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1656
 EW1656  HISTORY     - Date     Condition        Report By
 EW1656  HISTORY     - UNK      MONUMENTED       CA1980
 EW1656  HISTORY     - 1945     GOOD             NGS
 EW1656
 EW1656                          STATION DESCRIPTION
 EW1656
 EW1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1656'AT BEVERLY.
 EW1656'AT BEVERLY HILLS AT THE INTERSECTION OF LA CIENGA BOULEVARD
 EW1656'AND CLIFTON WAY, 33.8 FEET WEST OF THE WEST CURB OF LA CIENGA
 EW1656'BOULEVARD, 3.5 FEET NORTH OF THE NORTH CURB OF CLIFTON WAY
 EW1656'AND SET IN THE NORTHWEST CORNER OF A CATCH BASIN.  A CUT SPIKE SET
 EW1656'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2350 ***********************************************************************
 GU2350  DESIGNATION -  1460 USGS
 GU2350  PID         -  GU2350
 GU2350  STATE/COUNTY-  CA/FRESNO
 GU2350  USGS QUAD   -  SMITH MOUNTAIN (1981)
 GU2350
 GU2350                         *CURRENT SURVEY CONTROL
 GU2350  ___________________________________________________________________
 GU2350* NAD 83(1986)-  36 05 34.     (N)    120 31 57.     (W)     SCALED    
 GU2350* NAVD 88     -       446.51   (+/-2cm)    1464.9    (feet)  VERTCON   
 GU2350  ___________________________________________________________________
 GU2350  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 GU2350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2350
 GU2350.The horizontal coordinates were scaled from a topographic map and have
 GU2350.an estimated accuracy of +/- 6 seconds.
 GU2350
 GU2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2350.The vertical order pertains to the NGVD 29 superseded value.
 GU2350
 GU2350.The geoid height was determined by GEOID03.
 GU2350
 GU2350;                    North         East    Units  Estimated Accuracy
 GU2350;SPC CA 4     -   585,370.    1,861,990.      MT  (+/- 180 meters Scaled)
 GU2350
 GU2350                          SUPERSEDED SURVEY CONTROL
 GU2350
 GU2350  NGVD 29 (??/??/92)  445.486  (m)         1461.57   (f) ADJ UNCH    2 0
 GU2350
 GU2350.Superseded values are not recommended for survey control.
 GU2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2350.See file dsdata.txt to determine how the superseded data were derived.
 GU2350
 GU2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE221970(NAD 83)
 GU2350_MARKER: P = PIPE CAP
 GU2350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2350_STAMPING: 1461.769 CAL 1908
 GU2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2350
 GU2350  HISTORY     - Date     Condition        Report By
 GU2350  HISTORY     - 1908     MONUMENTED       USGS
 GU2350  HISTORY     - 1935     GOOD             NGS
 GU2350
 GU2350                          STATION DESCRIPTION
 GU2350
 GU2350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GU2350'13.9 MI W FROM COALINGA.
 GU2350'IN FRESNO COUNTY, CALIF., ABOUT 13.9 MILES WEST ALONG THE
 GU2350'COALINGA-SAN LUCAS HIGHWAY VIA, WEST ELM AVENUE FROM THE POST
 GU2350'OFFICE ON 5TH STREET AT COALINGA, FRESNO COUNTY, ABOUT 0.1
 GU2350'MILE SOUTHWEST OF A HIGHWAY CULVERT, AT THE CREST OF A SHORT
 GU2350'STEEP GRADE ON A CURVE TO THE RIGHT, 127 FEET NORTHEAST OF A
 GU2350'CATTLEGUARD AND A BOARD GATE PAINTED WHITE, 20 FEET NORTH OF THE
 GU2350'CENTER LINE OF THE HIGHWAY, 5 FEET HIGHER THAN THE HIGHWAY, AND
 GU2350'57 FEET NORTHWEST OF A 12-INCH OAK TREE PAINTED WHITE.  A UNITED
 GU2350'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1461.769 CAL.
 GU2350'1908 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE, 2 1/2
 GU2350'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2349 ***********************************************************************
 GU2349  DESIGNATION -  1460 USGS RESET
 GU2349  PID         -  GU2349
 GU2349  STATE/COUNTY-  CA/FRESNO
 GU2349  USGS QUAD   -  SMITH MOUNTAIN (1981)
 GU2349
 GU2349                         *CURRENT SURVEY CONTROL
 GU2349  ___________________________________________________________________
 GU2349* NAD 83(1986)-  36 05 38.     (N)    120 32 00.     (W)     SCALED    
 GU2349* NAVD 88     -       446.49   (+/-2cm)    1464.9    (feet)  VERTCON   
 GU2349  ___________________________________________________________________
 GU2349  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GU2349  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2349
 GU2349.The horizontal coordinates were scaled from a topographic map and have
 GU2349.an estimated accuracy of +/- 6 seconds.
 GU2349
 GU2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2349.The vertical order pertains to the NGVD 29 superseded value.
 GU2349
 GU2349.The geoid height was determined by GEOID03.
 GU2349
 GU2349;                    North         East    Units  Estimated Accuracy
 GU2349;SPC CA 4     -   585,500.    1,861,920.      MT  (+/- 180 meters Scaled)
 GU2349
 GU2349                          SUPERSEDED SURVEY CONTROL
 GU2349
 GU2349  NGVD 29 (??/??/92)  445.466  (m)         1461.50   (f) ADJ UNCH    1 2
 GU2349
 GU2349.Superseded values are not recommended for survey control.
 GU2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2349.See file dsdata.txt to determine how the superseded data were derived.
 GU2349
 GU2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE220971(NAD 83)
 GU2349_MARKER: P = PIPE CAP
 GU2349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2349_STAMPING: 1461.769 CAL 1908
 GU2349_MARK LOGO: USGS  
 GU2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2349+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2008
 GU2349
 GU2349  HISTORY     - Date     Condition        Report By
 GU2349  HISTORY     - UNK      MONUMENTED       USGS
 GU2349  HISTORY     - 1958     GOOD             NGS
 GU2349  HISTORY     - 1985     GOOD             NGS
 GU2349  HISTORY     - 20080426 GOOD             INDIV
 GU2349
 GU2349                          STATION DESCRIPTION
 GU2349
 GU2349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU2349'14.2 MI SW FROM COALINGA.
 GU2349'0.1 MILE SOUTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT
 GU2349'COALINGA, THENCE 13.5 MILES SOUTHWEST ALONG STATE HIGHWAY 198,
 GU2349'THENCE 0.6 MILE SOUTHWEST ALONG AN ASPHALT ROAD (A FORMER
 GU2349'ALIGNMENT OF THE PRESENT HIGHWAY), IN R13E T21S S23, ON THE
 GU2349'INSIDE OF A CURVE, AT THE CREST OF A SHORT STEEP GRADE, 74 FEET
 GU2349'NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD LEADING
 GU2349'SOUTHWEST INTO A FIELD, 22 FEET NORTH OF THE CENTER LINE OF THE
 GU2349'ROAD, 127 FEET NORTHEAST AND ACROSS THE ROAD FROM AN IRON GATE,
 GU2349'2 FEET SOUTHWEST OF A 2-BY 6-INCH WOODEN WITNESS POST, ABOUT 3
 GU2349'FEET HIGHER THAN THE ROAD, RIVETED ON TOP OF A 3 1/2-INCH IRON
 GU2349'PIPE ENCASED IN CONCRETE AND PROJECTING 2 FEET ABOVE THE GROUND.
 GU2349
 GU2349                          STATION RECOVERY (1985)
 GU2349
 GU2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GU2349'NOT LEVELED TO ON THIS SURVEY BUT RECOVERED IN GOOD CONDITION.  THE
 GU2349'DESCRIPTION IS ADEQUATE EXCEPT 20.25 KM (12.65 MI) SOUTHWEST ALONG
 GU2349'STATE HIGHWAY 198 FROM THE CITY HALL AT COALINGA, THENCE 0.87 KM
 GU2349'(0.54 MI) SOUTHWEST ALONG COLWELL LANE (THE OLD HIGHWAY).
 GU2349
 GU2349                          STATION RECOVERY (2008)
 GU2349
 GU2349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TCC)
 GU2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1526 ***********************************************************************
 EV1526  DESIGNATION -  1461.6
 EV1526  PID         -  EV1526
 EV1526  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1526  USGS QUAD   -  HARRISON MTN (1996)
 EV1526
 EV1526                         *CURRENT SURVEY CONTROL
 EV1526  ___________________________________________________________________
 EV1526* NAD 83(1986)-  34 08 07.     (N)    117 11 31.     (W)     SCALED    
 EV1526* NAVD 88     -       446.35   (+/-2cm)    1464.4    (feet)  VERTCON   
 EV1526  ___________________________________________________________________
 EV1526  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EV1526  VERT ORDER  -  THIRD (See Below)
 EV1526
 EV1526.The horizontal coordinates were scaled from a topographic map and have
 EV1526.an estimated accuracy of +/- 6 seconds.
 EV1526
 EV1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1526.The vertical order pertains to the NGVD 29 superseded value.
 EV1526
 EV1526.The geoid height was determined by GEOID03.
 EV1526
 EV1526;                    North         East    Units  Estimated Accuracy
 EV1526;SPC CA 5     -   570,770.    2,074,530.      MT  (+/- 180 meters Scaled)
 EV1526
 EV1526                          SUPERSEDED SURVEY CONTROL
 EV1526
 EV1526  NGVD 29 (??/??/??)  445.52   (m)         1461.7    (f) RESET       3  
 EV1526
 EV1526.Superseded values are not recommended for survey control.
 EV1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1526.See file dsdata.txt to determine how the superseded data were derived.
 EV1526
 EV1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT823771(NAD 83)
 EV1526_MARKER: Q = CHISELED SQUARE
 EV1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1526+STABILITY: SURFACE MOTION
 EV1526
 EV1526  HISTORY     - Date     Condition        Report By
 EV1526  HISTORY     - UNK      MONUMENTED       USGS
 EV1526  HISTORY     - 1956     GOOD             NGS
 EV1526
 EV1526                          STATION DESCRIPTION
 EV1526
 EV1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1526'0.9 MI N FROM MOLINO SIDING.
 EV1526'0.7 MILE NORTH ALONG BOULDER BOULEVARD FROM THE CROSSING OF THE
 EV1526'ATCHISON, TOPEKA AND SANTA FE RAILWAY AT MOLINO SIDING, THENCE
 EV1526'0.2 MILE EAST ALONG HIGHLAND AVENUE, NEAR THE T JUNCTION OF A
 EV1526'FORMER ALIGNMENT OF CITY CREEK CANYON ROAD, AT A STEEL TRUSS
 EV1526'BRIDGE OVER CITY CREEK, IN THE TOP OF THE NORTHWEST SIDE OF A
 EV1526'CONCRETE BASE OF A CONCRETE POST SUPPORTING A PIPE LINE, 17 1/2
 EV1526'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 3.7 FEET NORTHWEST
 EV1526'OF THE SOUTHEAST END OF A WING WALL, 0.5 FEET NORTHWEST OF THE
 EV1526'NORTHWEST SIDE OF A CONCRETE STANCHION SUPPORTING AN ELEVATED
 EV1526'8-INCH STEEL PIPE LINE, AND ABOUT 2 FEET LOWER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2078 ***********************************************************************
 DX2078  DESIGNATION -  1466
 DX2078  PID         -  DX2078
 DX2078  STATE/COUNTY-  CA/RIVERSIDE
 DX2078  USGS QUAD   -  LAKEVIEW (1979)
 DX2078
 DX2078                         *CURRENT SURVEY CONTROL
 DX2078  ___________________________________________________________________
 DX2078* NAD 83(1986)-  33 49 22.     (N)    117 02 01.     (W)     SCALED    
 DX2078* NAVD 88     -       447.81   (+/-2cm)    1469.2    (feet)  VERTCON   
 DX2078  ___________________________________________________________________
 DX2078  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX2078  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2078
 DX2078.The horizontal coordinates were scaled from a topographic map and have
 DX2078.an estimated accuracy of +/- 6 seconds.
 DX2078
 DX2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2078.The vertical order pertains to the NGVD 29 superseded value.
 DX2078
 DX2078.The geoid height was determined by GEOID03.
 DX2078
 DX2078;                    North         East    Units  Estimated Accuracy
 DX2078;SPC CA 6     -   683,940.    1,927,460.      MT  (+/- 180 meters Scaled)
 DX2078
 DX2078                          SUPERSEDED SURVEY CONTROL
 DX2078
 DX2078  NGVD 29 (??/??/??)  447.015  (m)         1466.58   (f) ADJUSTED    1 2
 DX2078
 DX2078.Superseded values are not recommended for survey control.
 DX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2078.See file dsdata.txt to determine how the superseded data were derived.
 DX2078
 DX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT968425(NAD 83)
 DX2078_MARKER: P = PIPE CAP
 DX2078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2078_STAMPING: 1466
 DX2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2078
 DX2078  HISTORY     - Date     Condition        Report By
 DX2078  HISTORY     - UNK      MONUMENTED       USGS
 DX2078  HISTORY     - 1961     GOOD             NGS
 DX2078  HISTORY     - 1968     GOOD             MWDSC
 DX2078
 DX2078                          STATION DESCRIPTION
 DX2078
 DX2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2078'5.4 MI E FROM LAKEVIEW.
 DX2078'5.4 MILES EAST ALONG THE LAKEVIEW-SAN JACINTO ROAD FROM THE POST
 DX2078'OFFICE AT LAKEVIEW, AT THE INTERSECTION OF WARREN ROAD SOUTH AND
 DX2078'A PRIVATE ROAD NORTH TO CASA LOMA RANCH, 30 FEET NORTH OF THE
 DX2078'CENTER LINE OF THE ROAD, 37 1/2 FEET WEST OF A TELEPHONE POLE,
 DX2078'AT THE EXTENDED CENTER LINE OF WARREN ROAD, 1 FOOT SOUTHWEST OF
 DX2078'THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD WALL OF A CATTLE
 DX2078'GUARD ACROSS THE PRIVATE ROAD, ABOUT LEVEL WITH THE ROAD, A
 DX2078'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE
 DX2078'GROUND.
 DX2078
 DX2078                          STATION RECOVERY (1968)
 DX2078
 DX2078'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2069 ***********************************************************************
 DX2069  DESIGNATION -  1468
 DX2069  PID         -  DX2069
 DX2069  STATE/COUNTY-  CA/RIVERSIDE
 DX2069  USGS QUAD   -  LAKEVIEW (1979)
 DX2069
 DX2069                         *CURRENT SURVEY CONTROL
 DX2069  ___________________________________________________________________
 DX2069* NAD 83(1986)-  33 50 05.     (N)    117 07 00.     (W)     SCALED    
 DX2069* NAVD 88     -       448.55   (+/-2cm)    1471.6    (feet)  VERTCON   
 DX2069  ___________________________________________________________________
 DX2069  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DX2069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2069
 DX2069.The horizontal coordinates were scaled from a topographic map and have
 DX2069.an estimated accuracy of +/- 6 seconds.
 DX2069
 DX2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2069.The vertical order pertains to the NGVD 29 superseded value.
 DX2069
 DX2069.The geoid height was determined by GEOID03.
 DX2069
 DX2069;                    North         East    Units  Estimated Accuracy
 DX2069;SPC CA 6     -   685,330.    1,919,780.      MT  (+/- 180 meters Scaled)
 DX2069
 DX2069                          SUPERSEDED SURVEY CONTROL
 DX2069
 DX2069  NGVD 29 (??/??/??)  447.769  (m)         1469.06   (f) ADJUSTED    2 0
 DX2069
 DX2069.Superseded values are not recommended for survey control.
 DX2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2069.See file dsdata.txt to determine how the superseded data were derived.
 DX2069
 DX2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT892438(NAD 83)
 DX2069_MARKER: P = PIPE CAP
 DX2069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2069_STAMPING: 1468 SEA
 DX2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2069
 DX2069  HISTORY     - Date     Condition        Report By
 DX2069  HISTORY     - UNK      MONUMENTED       USGS
 DX2069  HISTORY     - 1935     GOOD             NGS
 DX2069  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2069
 DX2069                          STATION DESCRIPTION
 DX2069
 DX2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX2069'AT LAKEVIEW.
 DX2069'AT LAKEVIEW, RIVERSIDE COUNTY, 0.2 MILE SOUTH OF THE POST OFFICE,
 DX2069'AT THE PUBLIC SCHOOL, 105 FEET NORTHEAST OF THE NORTHEAST CORNER
 DX2069'OF THE BUILDING, IN THE SCHOOL GROUNDS, 109 FEET SOUTHWEST OF
 DX2069'POLE 77201 IN A SMALL TRIANGLE FORMED BY THE JUNCTION OF A ROAD
 DX2069'LEADING SOUTH, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DX2069'AND 18 FEET NORTH OF A LARGE PEPPER TREE.  A UNITED STATES
 DX2069'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1468 SEA AND RIVETED
 DX2069'ON THE TOP OF AN IRON PIPE.
 DX2069
 DX2069                          STATION RECOVERY (1958)
 DX2069
 DX2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2205 ***********************************************************************
 DX2205  DESIGNATION -  146=23.98 5
 DX2205  PID         -  DX2205
 DX2205  STATE/COUNTY-  CA/ORANGE
 DX2205  USGS QUAD   -  ORANGE (1981)
 DX2205
 DX2205                         *CURRENT SURVEY CONTROL
 DX2205  ___________________________________________________________________
 DX2205* NAD 83(1986)-  33 45 18.     (N)    117 51 21.     (W)     SCALED    
 DX2205* NAVD 88     -        44.82   (+/-2cm)     147.0    (feet)  VERTCON   
 DX2205  ___________________________________________________________________
 DX2205  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX2205  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2205
 DX2205.The horizontal coordinates were scaled from a topographic map and have
 DX2205.an estimated accuracy of +/- 6 seconds.
 DX2205
 DX2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2205.The vertical order pertains to the NGVD 29 superseded value.
 DX2205
 DX2205.The geoid height was determined by GEOID03.
 DX2205
 DX2205;                    North         East    Units  Estimated Accuracy
 DX2205;SPC CA 6     -   677,300.    1,851,230.      MT  (+/- 180 meters Scaled)
 DX2205
 DX2205                          SUPERSEDED SURVEY CONTROL
 DX2205
 DX2205  NGVD 29 (??/??/??)   44.100  (m)          144.68   (f) ADJUSTED    1 2
 DX2205
 DX2205.Superseded values are not recommended for survey control.
 DX2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2205.See file dsdata.txt to determine how the superseded data were derived.
 DX2205
 DX2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207353(NAD 83)
 DX2205_MARKER: DD = SURVEY DISK
 DX2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2205_STAMPING: 23.98 5
 DX2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2205+STABILITY: SURFACE MOTION
 DX2205
 DX2205  HISTORY     - Date     Condition        Report By
 DX2205  HISTORY     - UNK      MONUMENTED       CA3420
 DX2205  HISTORY     - 1961     GOOD             NGS
 DX2205  HISTORY     - 1969     GOOD             CA-059
 DX2205  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2205
 DX2205                          STATION DESCRIPTION
 DX2205
 DX2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2205'AT SANTA ANA.
 DX2205'AT SANTA ANA, CA-059       , AT THE INTERSECTION OF WASHINGTON
 DX2205'AND LINCOLN AVENUES, 12 FEET EAST OF THE CENTERLINE OF LINCOLN
 DX2205'AVENUE, AND 5 FEET SOUTH OF THE CENTERLINE OF WASHINGTON AVENUE.
 DX2205'A CITY OF SANTA ANA STANDARD DISK, STAMPED 23.98 5 AND SET IN
 DX2205'CONCRETE ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO
 DX2205'WHICH IS HAD THROUGH A 6-INCH TILE WITH A COVER.
 DX2205
 DX2205                          STATION RECOVERY (1969)
 DX2205
 DX2205'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX2205'RECOVERED IN GOOD CONDITION.
 DX2205
 DX2205                          STATION RECOVERY (1977)
 DX2205
 DX2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2205'NOT RECOVERED AFTER THOROUGH SEARCH OF LOCATION WAS MADE, STRUCTURAL
 DX2205'CHANGES MADE IN CURBING AND SIDEWALK, NO TILE COVER PRESENTLY AT
 DX2205'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1234 ***********************************************************************
 DY1234  DESIGNATION -  147
 DY1234  PID         -  DY1234
 DY1234  STATE/COUNTY-  CA/LOS ANGELES
 DY1234  USGS QUAD   -  REDONDO BEACH (1981)
 DY1234
 DY1234                         *CURRENT SURVEY CONTROL
 DY1234  ___________________________________________________________________
 DY1234* NAD 83(1986)-  33 47 33.     (N)    118 24 14.     (W)     SCALED    
 DY1234* NAVD 88     -       101.53   (+/-2cm)     333.1    (feet)  VERTCON   
 DY1234  ___________________________________________________________________
 DY1234  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 DY1234  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1234
 DY1234.The horizontal coordinates were scaled from a topographic map and have
 DY1234.an estimated accuracy of +/- 6 seconds.
 DY1234
 DY1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1234.The vertical order pertains to the NGVD 29 superseded value.
 DY1234
 DY1234.The geoid height was determined by GEOID03.
 DY1234
 DY1234;                    North         East    Units  Estimated Accuracy
 DY1234;SPC CA 5     -   532,520.    1,962,590.      MT  (+/- 180 meters Scaled)
 DY1234
 DY1234                          SUPERSEDED SURVEY CONTROL
 DY1234
 DY1234  NGVD 29 (??/??/92)  100.79   (m)          330.7    (f) COMPUTED    1 1
 DY1234
 DY1234.Superseded values are not recommended for survey control.
 DY1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1234.See file dsdata.txt to determine how the superseded data were derived.
 DY1234
 DY1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT700400(NAD 83)
 DY1234_MARKER: O = CHISELED CIRCLE
 DY1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1234_SP_SET: CURB
 DY1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1234
 DY1234  HISTORY     - Date     Condition        Report By
 DY1234  HISTORY     - UNK      MONUMENTED       CGS
 DY1234  HISTORY     - 1960     GOOD             NGS
 DY1234  HISTORY     - 1966     GOOD             NGS
 DY1234  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY1234
 DY1234                          STATION DESCRIPTION
 DY1234
 DY1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1234'1.2 MI S FROM PALOS VERDES ESTATES.
 DY1234'1.25 MILES SOUTH ALONG WEST PALOS DRIVE FROM MALAGA PLAZA
 DY1234'AT PALOS VERDES ESTATES, AT THE JUNCTION OF VIA MONTE MAR,
 DY1234'ON TOP OF THE EAST CURB OF THE DRIVE, 25 1/2 FEET NORTH OF THE
 DY1234'CENTER LINE OF VIA MONTE MAR, 31 FEET EAST OF THE CENTER LINE
 DY1234'OF THE DRIVE, 58.5 FEET EAST AND ACROSS THE DRIVE FROM BENCH
 DY1234'MARK F 788, AND ABOUT 1/2 FOOT HIGHER THAN THE DRIVE.
 DY1234
 DY1234                          STATION RECOVERY (1966)
 DY1234
 DY1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1234'RECOVERED IN GOOD CONDITION.
 DY1234
 DY1234                          STATION RECOVERY (1978)
 DY1234
 DY1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1458 ***********************************************************************
 GT1458  DESIGNATION -  147
 GT1458  PID         -  GT1458
 GT1458  STATE/COUNTY-  CA/FRESNO
 GT1458  USGS QUAD   -  MALAGA (1981)
 GT1458
 GT1458                         *CURRENT SURVEY CONTROL
 GT1458  ___________________________________________________________________
 GT1458* NAD 83(1986)-  36 44 36.     (N)    119 44 44.     (W)     SCALED    
 GT1458* NAVD 88     -        93.44   (+/-2cm)     306.6    (feet)  VERTCON   
 GT1458  ___________________________________________________________________
 GT1458  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 GT1458  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1458
 GT1458.The horizontal coordinates were scaled from a topographic map and have
 GT1458.an estimated accuracy of +/- 6 seconds.
 GT1458
 GT1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1458.The vertical order pertains to the NGVD 29 superseded value.
 GT1458
 GT1458.The geoid height was determined by GEOID03.
 GT1458
 GT1458;                    North         East    Units  Estimated Accuracy
 GT1458;SPC CA 4     -   656,710.    1,933,420.      MT  (+/- 180 meters Scaled)
 GT1458
 GT1458                          SUPERSEDED SURVEY CONTROL
 GT1458
 GT1458  NGVD 29 (??/??/92)   92.67   (m)          304.0    (f) COMPUTED    1 2
 GT1458
 GT1458.Superseded values are not recommended for survey control.
 GT1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1458.See file dsdata.txt to determine how the superseded data were derived.
 GT1458
 GT1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA548699(NAD 83)
 GT1458_MARKER: DD = SURVEY DISK
 GT1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1458_STAMPING: 147
 GT1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1458+STABILITY: SURFACE MOTION
 GT1458
 GT1458  HISTORY     - Date     Condition        Report By
 GT1458  HISTORY     - UNK      MONUMENTED       CA1370
 GT1458  HISTORY     - 1959     GOOD             NGS
 GT1458
 GT1458                          STATION DESCRIPTION
 GT1458
 GT1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1458'2.6 MI E FROM FRESNO.
 GT1458'ABOUT 0.75 MILE NORTHEAST ALONG TULARE STREET FROM THE POST
 GT1458'OFFICE AND COURTHOUSE AT FRESNO, THENCE 1.8 MILES EAST ALONG
 GT1458'EAST TULARE STREET, AT THE NORTHWEST CORNER OF THE INTERSECTION
 GT1458'OF NORTH MAPLE AVENUE, IN THE TOP OF THE WEST CURB OF THE
 GT1458'AVENUE, 37 FEET NORTH OF THE CENTER LINE OF THE STREET, 24 FEET
 GT1458'WEST OF THE CENTER LINE OF THE AVENUE, 2.1 FEET SOUTHEAST OF
 GT1458'A STEEL POST SUPPORTING A TRAFFIC SIGNAL CONTROL BOX, AND
 GT1458'ABOUT 0.4 FOOT HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4654 ***********************************************************************
 EW4654  DESIGNATION -  147 00000
 EW4654  PID         -  EW4654
 EW4654  STATE/COUNTY-  CA/LOS ANGELES
 EW4654  USGS QUAD   -  VAL VERDE (1991)
 EW4654
 EW4654                         *CURRENT SURVEY CONTROL
 EW4654  ___________________________________________________________________
 EW4654* NAD 83(1986)-  34 25 11.     (N)    118 39 26.     (W)     SCALED    
 EW4654* NAVD 88     -       288.930  (meters)     947.93   (feet)  ADJUSTED  
 EW4654  ___________________________________________________________________
 EW4654  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW4654  DYNAMIC HT  -         288.611 (meters)     946.88  (feet)  COMP
 EW4654  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 EW4654
 EW4654  VERT ORDER  -  FIRST     CLASS I
 EW4654
 EW4654.The horizontal coordinates were scaled from a topographic map and have
 EW4654.an estimated accuracy of +/- 6 seconds.
 EW4654
 EW4654.The orthometric height was determined by differential leveling
 EW4654.and adjusted in June 1995.
 EW4654.WARNING-Repeat measurements at this control monument indicate possible
 EW4654.vertical movement.
 EW4654
 EW4654.The geoid height was determined by GEOID03.
 EW4654
 EW4654.The dynamic height is computed by dividing the NAVD 88
 EW4654.geopotential number by the normal gravity value computed on the
 EW4654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4654.degrees latitude (g = 980.6199 gals.).
 EW4654
 EW4654.The modeled gravity was interpolated from observed gravity values.
 EW4654
 EW4654;                    North         East    Units  Estimated Accuracy
 EW4654;SPC CA 5     -   602,220.    1,939,590.      MT  (+/- 180 meters Scaled)
 EW4654
 EW4654                          SUPERSEDED SURVEY CONTROL
 EW4654
 EW4654  NAVD 88 (06/15/91)  288.891  (m)          947.80   (f) UNKNOWN     1 1
 EW4654  NGVD 29 (??/??/92)  288.084  (m)          945.16   (f) ADJ UNCH    1 1
 EW4654
 EW4654.Superseded values are not recommended for survey control.
 EW4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4654.See file dsdata.txt to determine how the superseded data were derived.
 EW4654
 EW4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU477099(NAD 83)
 EW4654_MARKER: DD = SURVEY DISK
 EW4654_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4654_SP_SET: CURB
 EW4654_STAMPING: B.M. 147-00000 1965
 EW4654_MARK LOGO: CA1980
 EW4654_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4654+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 EW4654
 EW4654  HISTORY     - Date     Condition        Report By
 EW4654  HISTORY     - 1965     MONUMENTED       CA-037
 EW4654  HISTORY     - 1971     GOOD             CA-037
 EW4654  HISTORY     - 1971     GOOD             CA-037
 EW4654  HISTORY     - 1977     GOOD             NGS
 EW4654  HISTORY     - 19890511 GOOD             NGS
 EW4654  HISTORY     - 19940705 GOOD             NGS
 EW4654  HISTORY     - 20050406 GOOD             GEOCAC
 EW4654
 EW4654                          STATION DESCRIPTION
 EW4654
 EW4654'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4654'3 MI SW FROM CASTAIC JUNCTION.
 EW4654'2.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4654'FIRE STATION AT CASTAIC JUNCTION, THENCE 0.05 MILE NORTHWEST
 EW4654'ALONG A PRIVATE ASPHALT ROAD, NEAR THE JUNCTION OF STATE HIGHWAY
 EW4654'126, CHIQUITO CANYON ROAD AND WALNUT ROAD, 200 FEET SOUTHWEST
 EW4654'ALONG WALNUT ROAD FROM THE JUNCTION OF STATE HIGHWAY 126, IN THE
 EW4654'TOP AND 0.3 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 EW4654'CONCRETE GUARD RAIL OF WALNUT ROAD BRIDGE OVER CHIQUITO CANYON,
 EW4654'15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 1/2
 EW4654'FEET HIGHER THAN THE ROAD.
 EW4654
 EW4654                          STATION RECOVERY (1971)
 EW4654
 EW4654'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4654'RECOVERED IN GOOD CONDITION.
 EW4654
 EW4654                          STATION RECOVERY (1977)
 EW4654
 EW4654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4654'RECOVERED IN GOOD CONDITION.
 EW4654
 EW4654                          STATION RECOVERY (1989)
 EW4654
 EW4654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4654'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.2 KM
 EW4654'(3.25 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF OLD
 EW4654'ROAD IN CASTAIC JUNCTION, IN TOP OF AND 0.9 M (3.0 FT) SOUTHWEST OF
 EW4654'THE NORTHEAST END OF THE SOUTHEAST CONCRETE CURB OF A BRIDGE SPANNING
 EW4654'CHIQUITO CANYON CREEK, 61.2 M (200.8 FT) SOUTHWEST OF THE CENTERLINE
 EW4654'OF THE HIGHWAY, 4.6 M (15.1 FT) SOUTHEAST OF THE CENTER OF WALNUT
 EW4654'ORCHARD ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 EW4654
 EW4654                          STATION RECOVERY (1994)
 EW4654
 EW4654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4654'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4654'PIRU, THENCE 13.9 KM (8.65 MI) EASTERLY ALONG STATE HIGHWAY 126, NEAR
 EW4654'THE NORTHEAST END OF THE SOUTHEAST CONCRETE CURB OF THE WALNUT ORCHARD
 EW4654'ROAD BRIDGE SPANNING A CREEK, 34.0 M (111.5 FT) NORTHWEST OF THE
 EW4654'HIGHWAY CENTERLINE, 5.0 M (16.4 FT) SOUTHEAST OF THE CENTER OF THE
 EW4654'ROAD, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 EW4654
 EW4654                          STATION RECOVERY (2005)
 EW4654
 EW4654'RECOVERY NOTE BY GEOCACHING 2005 (JBC)
 EW4654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2805 ***********************************************************************
 FU2805  DESIGNATION -  147 DWR
 FU2805  PID         -  FU2805
 FU2805  STATE/COUNTY-  CA/KERN
 FU2805  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2805
 FU2805                         *CURRENT SURVEY CONTROL
 FU2805  ___________________________________________________________________
 FU2805* NAD 83(1986)-  35 41 16.     (N)    119 45 40.     (W)     SCALED    
 FU2805* NAVD 88     -        93.96   (+/-2cm)     308.3    (feet)  VERTCON   
 FU2805  ___________________________________________________________________
 FU2805  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2805  VERT ORDER  -  THIRD (See Below)
 FU2805
 FU2805.The horizontal coordinates were scaled from a topographic map and have
 FU2805.an estimated accuracy of +/- 6 seconds.
 FU2805
 FU2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2805.The vertical order pertains to the NGVD 29 superseded value.
 FU2805
 FU2805.The geoid height was determined by GEOID03.
 FU2805
 FU2805;                    North         East    Units  Estimated Accuracy
 FU2805;SPC CA 5     -   744,090.    1,840,590.      MT  (+/- 180 meters Scaled)
 FU2805
 FU2805                          SUPERSEDED SURVEY CONTROL
 FU2805
 FU2805  NGVD 29 (??/??/??)   93.17   (m)          305.7    (f) RESET       3  
 FU2805
 FU2805.Superseded values are not recommended for survey control.
 FU2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2805.See file dsdata.txt to determine how the superseded data were derived.
 FU2805
 FU2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV501528(NAD 83)
 FU2805_MARKER: P = PIPE CAP
 FU2805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2805_STAMPING: 1-6-7-12 R 20 E R 21 E T 26 S LGBMACD
 FU2805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2805
 FU2805  HISTORY     - Date     Condition        Report By
 FU2805  HISTORY     - UNK      MONUMENTED       CA-029
 FU2805  HISTORY     - 1964     GOOD             NGS
 FU2805  HISTORY     - 1966     MARK NOT FOUND   NGS
 FU2805
 FU2805                          STATION DESCRIPTION
 FU2805
 FU2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2805'11 MI NW FROM LOST HILLS.
 FU2805'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2805'STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG WEISER
 FU2805'ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD AND FENCE LINE,
 FU2805'29 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE
 FU2805'CENTER LINE OF A TRACK ROAD WEST, 50 FEET EAST OF A POWER POLE WITH
 FU2805'TWO GUY WIRES THAT IS AT A RIGHT ANGLE TURN IN POWER LINE, 0.4
 FU2805'FOOT NORTHWEST OF A FENCE CORNER POST, 0.1 FOOT NORTH OF A FENCE,
 FU2805'2.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 FU2805'A CAP ON A 3-INCH PIPE WHICH PROJECTS 0.4 FOOT.
 FU2805
 FU2805                          STATION RECOVERY (1966)
 FU2805
 FU2805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1013 ***********************************************************************
 JS1013  DESIGNATION -  147 M USGS
 JS1013  PID         -  JS1013
 JS1013  STATE/COUNTY-  CA/SACRAMENTO
 JS1013  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1013
 JS1013                         *CURRENT SURVEY CONTROL
 JS1013  ___________________________________________________________________
 JS1013* NAD 83(1986)-  38 34 56.     (N)    121 29 45.     (W)     SCALED    
 JS1013* NAVD 88     -         9.617  (meters)      31.55   (feet)  ADJUSTED  
 JS1013  ___________________________________________________________________
 JS1013  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JS1013  DYNAMIC HT  -           9.611 (meters)      31.53  (feet)  COMP
 JS1013  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 JS1013
 JS1013  VERT ORDER  -  FIRST     CLASS I
 JS1013
 JS1013.The horizontal coordinates were scaled from a topographic map and have
 JS1013.an estimated accuracy of +/- 6 seconds.
 JS1013
 JS1013.The orthometric height was determined by differential leveling
 JS1013.and adjusted in June 1991.
 JS1013
 JS1013.The geoid height was determined by GEOID03.
 JS1013
 JS1013.The dynamic height is computed by dividing the NAVD 88
 JS1013.geopotential number by the normal gravity value computed on the
 JS1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1013.degrees latitude (g = 980.6199 gals.).
 JS1013
 JS1013.The modeled gravity was interpolated from observed gravity values.
 JS1013
 JS1013;                    North         East    Units  Estimated Accuracy
 JS1013;SPC CA 2     -   601,750.    2,043,930.      MT  (+/- 180 meters Scaled)
 JS1013
 JS1013                          SUPERSEDED SURVEY CONTROL
 JS1013
 JS1013  NGVD 29 (??/??/??)    8.84   (m)           29.0    (f) RESET       3  
 JS1013
 JS1013.Superseded values are not recommended for survey control.
 JS1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1013.See file dsdata.txt to determine how the superseded data were derived.
 JS1013
 JS1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH310714(NAD 83)
 JS1013_MARKER: DB = BENCH MARK DISK
 JS1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1013_SP_SET: BUILDING
 JS1013_STAMPING: 147 M 29 1933
 JS1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS1013+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 JS1013
 JS1013  HISTORY     - Date     Condition        Report By
 JS1013  HISTORY     - 1933     MONUMENTED       USGS
 JS1013  HISTORY     - 1948     GOOD             NGS
 JS1013  HISTORY     - 1960     GOOD             NGS
 JS1013  HISTORY     - 1989     GOOD             USPSQD
 JS1013  HISTORY     - 20040106 GOOD             CADWR
 JS1013  HISTORY     - 20040412 GOOD             CADT
 JS1013  HISTORY     - 20070331 GOOD             GEOCAC
 JS1013
 JS1013                          STATION DESCRIPTION
 JS1013
 JS1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS1013'AT SACRAMENTO.
 JS1013'AT SACRAMENTO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF 8
 JS1013'STREET AND I STREET, AT THE SOUTHWEST CORNER OF THE FEDERAL
 JS1013'OFFICE BUILDING, AT THE WEST ENTRANCE TO THE BUILDING, 28.9 FEET
 JS1013'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, SET ON TOP OF THE
 JS1013'TOP GRANITE STEP 4.2 FEET SOUTH OF THE CENTER LINE OF THE WEST
 JS1013'ENTRANCE, 0.4 FEET WEST OF THE WEST WALL AND ABOUT 4 FEET ABOVE
 JS1013'THE GROUND.
 JS1013
 JS1013                          STATION RECOVERY (1960)
 JS1013
 JS1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JS1013'RECOVERED IN GOOD CONDITION.
 JS1013
 JS1013                          STATION RECOVERY (1989)
 JS1013
 JS1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEC)
 JS1013'RECOVERED IN GOOD CONDITION.
 JS1013
 JS1013                          STATION RECOVERY (2004)
 JS1013
 JS1013'RECOVERY NOTE BY CA DEPT OF WATER RES 2004
 JS1013'RECOVERED IN GOOD CONDITION.
 JS1013
 JS1013                          STATION RECOVERY (2004)
 JS1013
 JS1013'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1013'NOT SUITABLE FOR GPS
 JS1013
 JS1013                          STATION RECOVERY (2007)
 JS1013
 JS1013'RECOVERY NOTE BY GEOCACHING 2007 (TFW)
 JS1013'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1891 ***********************************************************************
 GU1891  DESIGNATION -  147.02 L
 GU1891  PID         -  GU1891
 GU1891  STATE/COUNTY-  CA/FRESNO
 GU1891  USGS QUAD   -  HARRIS RANCH (1971)
 GU1891
 GU1891                         *CURRENT SURVEY CONTROL
 GU1891  ___________________________________________________________________
 GU1891* NAD 83(1986)-  36 18 22.     (N)    120 10 02.     (W)     SCALED    
 GU1891* NAVD 88     -       100.62   (+/-2cm)     330.1    (feet)  VERTCON   
 GU1891  ___________________________________________________________________
 GU1891  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 GU1891  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1891
 GU1891.The horizontal coordinates were scaled from a topographic map and have
 GU1891.an estimated accuracy of +/- 6 seconds.
 GU1891
 GU1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1891.The vertical order pertains to the NGVD 29 superseded value.
 GU1891
 GU1891.The geoid height was determined by GEOID03.
 GU1891
 GU1891;                    North         East    Units  Estimated Accuracy
 GU1891;SPC CA 4     -   608,580.    1,895,170.      MT  (+/- 180 meters Scaled)
 GU1891
 GU1891                          SUPERSEDED SURVEY CONTROL
 GU1891
 GU1891  NGVD 29 (??/??/92)   99.694  (m)          327.08   (f) ADJ UNCH    1 1
 GU1891
 GU1891.Superseded values are not recommended for survey control.
 GU1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1891.See file dsdata.txt to determine how the superseded data were derived.
 GU1891
 GU1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF543216(NAD 83)
 GU1891_MARKER: DD = SURVEY DISK
 GU1891_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1891+WITH SETTING: PAVEMENT
 GU1891_SP_SET: DECK
 GU1891_STAMPING: 147.02 L
 GU1891_MARK LOGO: BOR   
 GU1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1891+STABILITY: SURFACE MOTION
 GU1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1891+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1891
 GU1891  HISTORY     - Date     Condition        Report By
 GU1891  HISTORY     - UNK      MONUMENTED       BOR
 GU1891  HISTORY     - 1967     GOOD             NGS
 GU1891  HISTORY     - 1971     GOOD             NGS
 GU1891  HISTORY     - 19890117 GOOD             NGS
 GU1891
 GU1891                          STATION DESCRIPTION
 GU1891
 GU1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1891'60.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1891'60.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1891'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE NORTHEAST
 GU1891'SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE, 18 FEET SOUTHWEST
 GU1891'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 0.7 FOOT
 GU1891'SOUTHWEST OF THE NORTHEAST CONCRETE RETAINING WALL, AND ABOUT
 GU1891'3 FEET LOWER THAN THE ROAD.
 GU1891
 GU1891                          STATION RECOVERY (1971)
 GU1891
 GU1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1891'RECOVERED IN GOOD CONDITION.
 GU1891
 GU1891                          STATION RECOVERY (1989)
 GU1891
 GU1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0478 ***********************************************************************
 FV0478  DESIGNATION -  1470.89
 FV0478  PID         -  FV0478
 FV0478  STATE/COUNTY-  CA/MONTEREY
 FV0478  USGS QUAD   -  PARKFIELD (1961)
 FV0478
 FV0478                         *CURRENT SURVEY CONTROL
 FV0478  ___________________________________________________________________
 FV0478* NAD 83(1986)-  35 52 33.     (N)    120 25 00.     (W)     SCALED    
 FV0478* NAVD 88     -       449.33   (+/-2cm)    1474.2    (feet)  VERTCON   
 FV0478  ___________________________________________________________________
 FV0478  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FV0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0478
 FV0478.The horizontal coordinates were scaled from a topographic map and have
 FV0478.an estimated accuracy of +/- 6 seconds.
 FV0478
 FV0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0478.The vertical order pertains to the NGVD 29 superseded value.
 FV0478
 FV0478.The geoid height was determined by GEOID03.
 FV0478
 FV0478;                    North         East    Units  Estimated Accuracy
 FV0478;SPC CA 4     -   561,140.    1,872,070.      MT  (+/- 180 meters Scaled)
 FV0478
 FV0478                          SUPERSEDED SURVEY CONTROL
 FV0478
 FV0478  NGVD 29 (??/??/92)  448.340  (m)         1470.93   (f) ADJ UNCH    2 0
 FV0478
 FV0478.Superseded values are not recommended for survey control.
 FV0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0478.See file dsdata.txt to determine how the superseded data were derived.
 FV0478
 FV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE332732(NAD 83)
 FV0478_MARKER: S = SPIKE
 FV0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0478_SP_SET: BULL-PINE TREE
 FV0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0478
 FV0478  HISTORY     - Date     Condition        Report By
 FV0478  HISTORY     - UNK      MONUMENTED       USGS
 FV0478  HISTORY     - 1942     GOOD             NGS
 FV0478
 FV0478                          STATION DESCRIPTION
 FV0478
 FV0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FV0478'2.4 MI S FROM PARKFIELD.
 FV0478'ABOUT 2.44 MILES SOUTH OF PARKFIELD ALONG THE CHOLAME-PARKFIELD
 FV0478'ROAD TO TURKEY FLAT.  100 FEET EAST OF F 66 IN THE BASE ON THE
 FV0478'NORTH SIDE OF A BULL-PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0072 ***********************************************************************
 DC0072  DESIGNATION -  1476.3 USGS
 DC0072  PID         -  DC0072
 DC0072  STATE/COUNTY-  CA/SAN DIEGO
 DC0072  USGS QUAD   -  OTAY MOUNTAIN (1972)
 DC0072
 DC0072                         *CURRENT SURVEY CONTROL
 DC0072  ___________________________________________________________________
 DC0072* NAD 83(1986)-  32 37 15.     (N)    116 45 51.     (W)     SCALED    
 DC0072* NAVD 88     -       450.55   (+/-2cm)    1478.2    (feet)  VERTCON   
 DC0072  ___________________________________________________________________
 DC0072  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DC0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0072
 DC0072.The horizontal coordinates were scaled from a topographic map and have
 DC0072.an estimated accuracy of +/- 6 seconds.
 DC0072
 DC0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0072.The vertical order pertains to the NGVD 29 superseded value.
 DC0072
 DC0072.The geoid height was determined by GEOID03.
 DC0072
 DC0072;                    North         East    Units  Estimated Accuracy
 DC0072;SPC CA 6     -   550,490.    1,951,740.      MT  (+/- 180 meters Scaled)
 DC0072
 DC0072                          SUPERSEDED SURVEY CONTROL
 DC0072
 DC0072  NGVD 29 (??/??/??)  449.868  (m)         1475.94   (f) ADJUSTED    2 0
 DC0072
 DC0072.Superseded values are not recommended for survey control.
 DC0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0072.See file dsdata.txt to determine how the superseded data were derived.
 DC0072
 DC0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS221092(NAD 83)
 DC0072_MARKER: Q = CHISELED SQUARE
 DC0072_SETTING: 80 = SET IN A BOULDER
 DC0072_SP_SET: BOULDER
 DC0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0072+STABILITY: SURFACE MOTION
 DC0072
 DC0072  HISTORY     - Date     Condition        Report By
 DC0072  HISTORY     - UNK      MONUMENTED       USGS
 DC0072  HISTORY     - 1944     GOOD             NGS
 DC0072
 DC0072                          STATION DESCRIPTION
 DC0072
 DC0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0072'2.2 MI SE FROM DULZURA.
 DC0072'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 94 FROM THE POST
 DC0072'OFFICE AT DULZURA, OUT ON THE TOP OF A BOULDER, ABOUT 65 FEET
 DC0072'EAST OF CULVERT NO. C-0.70, 29 FEET EAST OF CENTER-LINE OF A
 DC0072'SIDE ROAD LEADING SOUTH, 47 FEET SOUTH OF BENCH MARK E-736, 18
 DC0072'FEET SOUTH OF CENTER-LINE OF HIGHWAY, ABOUT LEVEL WITH THE ROAD.
 DC0072'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0822 ***********************************************************************
 FV0822  DESIGNATION -  1477 AT CO
 FV0822  PID         -  FV0822
 FV0822  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0822  USGS QUAD   -  LA PANZA RANCH (1976)
 FV0822
 FV0822                         *CURRENT SURVEY CONTROL
 FV0822  ___________________________________________________________________
 FV0822* NAD 83(1986)-  35 23 16.     (N)    120 09 12.     (W)     SCALED    
 FV0822* NAVD 88     -       452.08   (+/-2cm)    1483.2    (feet)  VERTCON   
 FV0822  ___________________________________________________________________
 FV0822  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 FV0822  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0822
 FV0822.The horizontal coordinates were scaled from a topographic map and have
 FV0822.an estimated accuracy of +/- 6 seconds.
 FV0822
 FV0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0822.The vertical order pertains to the NGVD 29 superseded value.
 FV0822
 FV0822.The geoid height was determined by GEOID03.
 FV0822
 FV0822;                    North         East    Units  Estimated Accuracy
 FV0822;SPC CA 5     -   711,500.    1,804,380.      MT  (+/- 180 meters Scaled)
 FV0822
 FV0822                          SUPERSEDED SURVEY CONTROL
 FV0822
 FV0822  NGVD 29 (??/??/92)  451.21   (m)         1480.3    (f) COMPUTED    1 2
 FV0822
 FV0822.Superseded values are not recommended for survey control.
 FV0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0822.See file dsdata.txt to determine how the superseded data were derived.
 FV0822
 FV0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE585197(NAD 83)
 FV0822_MARKER: P = PIPE CAP
 FV0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0822_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0822_STAMPING: A T CO EL 1482 STA 2652 1477
 FV0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0822
 FV0822  HISTORY     - Date     Condition        Report By
 FV0822  HISTORY     - UNK      MONUMENTED       ATCO
 FV0822  HISTORY     - 1957     GOOD             NGS
 FV0822  HISTORY     - 1957     MARK NOT FOUND   ATCO
 FV0822
 FV0822                          STATION DESCRIPTION
 FV0822
 FV0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0822'4.7 MI E FROM LA PANZA.
 FV0822'ABOUT 4.7 MILES EAST OF LA PANZA, SAN LUIS OBISPO COUNTY, 66
 FV0822'FEET WEST OF A BRIDGE OVER THE SAN JUAN RIVER AND ON THE SOUTH
 FV0822'SIDE OF THE ROAD.  A CAP, STAMPED A. T. CO. EL. 1482 STA. 2652
 FV0822'1477 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
 FV0822
 FV0822                          STATION RECOVERY (1957)
 FV0822
 FV0822'RECOVERY NOTE BY ASSOCIATED TRACTION COMPANY 1957
 FV0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2728 ***********************************************************************
 GU2728  DESIGNATION -  1479 USGS
 GU2728  PID         -  GU2728
 GU2728  STATE/COUNTY-  CA/SAN BENITO
 GU2728  USGS QUAD   -  BICKMORE CANYON (1984)
 GU2728
 GU2728                         *CURRENT SURVEY CONTROL
 GU2728  ___________________________________________________________________
 GU2728* NAD 83(1986)-  36 34 15.     (N)    121 11 08.     (W)     SCALED    
 GU2728* NAVD 88     -       451.69   (+/-2cm)    1481.9    (feet)  VERTCON   
 GU2728  ___________________________________________________________________
 GU2728  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 GU2728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2728
 GU2728.The horizontal coordinates were scaled from a topographic map and have
 GU2728.an estimated accuracy of +/- 6 seconds.
 GU2728
 GU2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2728.The vertical order pertains to the NGVD 29 superseded value.
 GU2728
 GU2728.The geoid height was determined by GEOID03.
 GU2728
 GU2728;                    North         East    Units  Estimated Accuracy
 GU2728;SPC CA 4     -   639,540.    1,804,400.      MT  (+/- 180 meters Scaled)
 GU2728
 GU2728                          SUPERSEDED SURVEY CONTROL
 GU2728
 GU2728  NGVD 29 (??/??/92)  450.716  (m)         1478.72   (f) ADJ UNCH    2 0
 GU2728
 GU2728.Superseded values are not recommended for survey control.
 GU2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2728.See file dsdata.txt to determine how the superseded data were derived.
 GU2728
 GU2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF623487(NAD 83)
 GU2728_MARKER: P = PIPE CAP
 GU2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2728_STAMPING: 1479 1917 7
 GU2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2728+STABILITY: SURFACE MOTION
 GU2728
 GU2728  HISTORY     - Date     Condition        Report By
 GU2728  HISTORY     - 1917     MONUMENTED       USGS
 GU2728  HISTORY     - 1969     GOOD             NGS
 GU2728
 GU2728                          STATION DESCRIPTION
 GU2728
 GU2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2728'9 MI NW FROM SAN BENITO.
 GU2728'0.7 MILE SOUTHWEST ALONG WILLOW CREEK ROAD FROM JEFFERSON SCHOOL
 GU2728'AT SAN BENITO, THENCE 8.3 MILES NORTHWEST ALONG STATE HIGHWAY
 GU2728'25, THENCE 0.05 MILE WEST ALONG A GRAVELED ROAD, AT THE SOUTHWEST
 GU2728'CORNER OF THE GROUNDS OF THE BEAR VALLEY FIRE STATION, ABOUT
 GU2728'75 YARDS SOUTHWEST OF THE BUILDINGS OF THE FIRE STATION, 3.6 FEET
 GU2728'NORTHEAST OF A FENCE CORNER POST, AND RIVETED TO THE TOP OF A
 GU2728'3-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2803 ***********************************************************************
 FU2803  DESIGNATION -  148 A DWR
 FU2803  PID         -  FU2803
 FU2803  STATE/COUNTY-  CA/KERN
 FU2803  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2803
 FU2803                         *CURRENT SURVEY CONTROL
 FU2803  ___________________________________________________________________
 FU2803* NAD 83(1986)-  35 40 26.     (N)    119 45 10.     (W)     SCALED    
 FU2803* NAVD 88     -        93.11   (+/-2cm)     305.5    (feet)  VERTCON   
 FU2803  ___________________________________________________________________
 FU2803  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2803  VERT ORDER  -  THIRD (See Below)
 FU2803
 FU2803.The horizontal coordinates were scaled from a topographic map and have
 FU2803.an estimated accuracy of +/- 6 seconds.
 FU2803
 FU2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2803.The vertical order pertains to the NGVD 29 superseded value.
 FU2803
 FU2803.The geoid height was determined by GEOID03.
 FU2803
 FU2803;                    North         East    Units  Estimated Accuracy
 FU2803;SPC CA 5     -   742,540.    1,841,320.      MT  (+/- 180 meters Scaled)
 FU2803
 FU2803                          SUPERSEDED SURVEY CONTROL
 FU2803
 FU2803  NGVD 29 (??/??/??)   92.34   (m)          303.0    (f) RESET       3  
 FU2803
 FU2803.Superseded values are not recommended for survey control.
 FU2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2803.See file dsdata.txt to determine how the superseded data were derived.
 FU2803
 FU2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV508512(NAD 83)
 FU2803_MARKER: DD = SURVEY DISK
 FU2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2803_STAMPING: BM 148 A
 FU2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2803+STABILITY: SURFACE MOTION
 FU2803
 FU2803  HISTORY     - Date     Condition        Report By
 FU2803  HISTORY     - UNK      MONUMENTED       CADWR
 FU2803  HISTORY     - 1964     GOOD             NGS
 FU2803  HISTORY     - 1966     GOOD             NGS
 FU2803
 FU2803                          STATION DESCRIPTION
 FU2803
 FU2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2803'12.4 MI NW FROM LOST HILLS.
 FU2803'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2803'STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG
 FU2803'WEISER ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND FENCE
 FU2803'LINE, THENCE 0.45 MILE EAST ALONG A TRACK ROAD AND FENCE, 0.5
 FU2803'MILE NORTH ALONG A TRACK ROAD AND FENCE FROM BENCH MARK 149
 FU2803'(DWR), 283 FEET WEST OF A FENCE CORNER, 28 FEET SOUTH OF THE CENTER
 FU2803'LINE OF THE ROAD, 2.8 FEET NORTH OF A FENCE, 2.2 FEET SOUTHEAST
 FU2803'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 FU2803'CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU2803
 FU2803                          STATION RECOVERY (1966)
 FU2803
 FU2803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2222 ***********************************************************************
 HS2222  DESIGNATION -  148 B USGS
 HS2222  PID         -  HS2222
 HS2222  STATE/COUNTY-  CA/SAN JOAQUIN
 HS2222  USGS QUAD   -  FARMINGTON (1987)
 HS2222
 HS2222                         *CURRENT SURVEY CONTROL
 HS2222  ___________________________________________________________________
 HS2222* NAD 83(1986)-  37 58 25.     (N)    120 59 58.     (W)     SCALED    
 HS2222* NAVD 88     -        46.03   (+/-2cm)     151.0    (feet)  VERTCON   
 HS2222  ___________________________________________________________________
 HS2222  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 HS2222  VERT ORDER  -  THIRD (See Below)
 HS2222
 HS2222.The horizontal coordinates were scaled from a topographic map and have
 HS2222.an estimated accuracy of +/- 6 seconds.
 HS2222
 HS2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2222.The vertical order pertains to the NGVD 29 superseded value.
 HS2222
 HS2222.The geoid height was determined by GEOID03.
 HS2222
 HS2222;                    North         East    Units  Estimated Accuracy
 HS2222;SPC CA 3     -   663,660.    1,956,120.      MT  (+/- 180 meters Scaled)
 HS2222
 HS2222                          SUPERSEDED SURVEY CONTROL
 HS2222
 HS2222  NGVD 29 (??/??/??)   45.33   (m)          148.7    (f) RESET       3  
 HS2222
 HS2222.Superseded values are not recommended for survey control.
 HS2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2222.See file dsdata.txt to determine how the superseded data were derived.
 HS2222
 HS2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH757047(NAD 83)
 HS2222_MARKER: DD = SURVEY DISK
 HS2222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2222_STAMPING: 148 B 1911
 HS2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2222
 HS2222  HISTORY     - Date     Condition        Report By
 HS2222  HISTORY     - 1911     MONUMENTED       USGS
 HS2222  HISTORY     - 1963     GOOD             NGS
 HS2222  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 HS2222  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS2222
 HS2222                          STATION DESCRIPTION
 HS2222
 HS2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS2222'3.1 MI N FROM FARMINGTON.
 HS2222'3.1 MILES NORTH ALONG ESCALON-BELLOTA ROAD FROM THE JUNCTION
 HS2222'OF STATE HIGHWAY 4 AT FARMINGTON, AT THE INTERSECTION OF
 HS2222'COPPEROPOLIS ROAD, 35 FEET WEST OF THE CENTER LINE OF THE
 HS2222'ROAD, 35 FEET SOUTH OF THE CENTER LINE OF COPPEROPOLIS ROAD, 48
 HS2222'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 2 FEET SOUTHWEST
 HS2222'OF A FENCE CORNER, 3.8 FEET NORTHWEST OF A WITNESS POST, ABOUT
 HS2222'1/2 FOOT LOWER THAN THE ROAD, AND RIVETED ON THE TOP OF A
 HS2222'3 1/2-INCH IRON PIPE WHICH PROJECTS 2 FEET ABOVE THE GROUND.
 HS2222
 HS2222                          STATION RECOVERY (1985)
 HS2222
 HS2222'RECOVERY NOTE BY US POWER SQUADRON 1985
 HS2222'MARK NOT FOUND.
 HS2222
 HS2222                          STATION RECOVERY (1987)
 HS2222
 HS2222'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2802 ***********************************************************************
 FU2802  DESIGNATION -  148 DWR
 FU2802  PID         -  FU2802
 FU2802  STATE/COUNTY-  CA/KERN
 FU2802  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2802
 FU2802                         *CURRENT SURVEY CONTROL
 FU2802  ___________________________________________________________________
 FU2802* NAD 83(1986)-  35 40 25.     (N)    119 45 39.     (W)     SCALED    
 FU2802* NAVD 88     -       103.76   (+/-2cm)     340.4    (feet)  VERTCON   
 FU2802  ___________________________________________________________________
 FU2802  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2802  VERT ORDER  -  THIRD (See Below)
 FU2802
 FU2802.The horizontal coordinates were scaled from a topographic map and have
 FU2802.an estimated accuracy of +/- 6 seconds.
 FU2802
 FU2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2802.The vertical order pertains to the NGVD 29 superseded value.
 FU2802
 FU2802.The geoid height was determined by GEOID03.
 FU2802
 FU2802;                    North         East    Units  Estimated Accuracy
 FU2802;SPC CA 5     -   742,520.    1,840,590.      MT  (+/- 180 meters Scaled)
 FU2802
 FU2802                          SUPERSEDED SURVEY CONTROL
 FU2802
 FU2802  NGVD 29 (??/??/??)  102.99   (m)          337.9    (f) RESET       3  
 FU2802
 FU2802.Superseded values are not recommended for survey control.
 FU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2802.See file dsdata.txt to determine how the superseded data were derived.
 FU2802
 FU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV501512(NAD 83)
 FU2802_MARKER: P = PIPE CAP
 FU2802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2802_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2802_STAMPING: ACC BY CDS
 FU2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2802
 FU2802  HISTORY     - Date     Condition        Report By
 FU2802  HISTORY     - UNK      MONUMENTED       GPCC
 FU2802  HISTORY     - 1964     GOOD             NGS
 FU2802  HISTORY     - 1966     GOOD             NGS
 FU2802
 FU2802                          STATION DESCRIPTION
 FU2802
 FU2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2802'12 MI NW FROM LOST HILLS.
 FU2802'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2802'STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG
 FU2802'WEISER ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND FENCE
 FU2802'LINE, 0.6 FOOT NORTH OF FENCE POST AT CORNER OF SECTIONS 12-7-18-13,
 FU2802'17 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.2 FOOT EAST OF THE
 FU2802'FENCE, 60 FEET WEST-NORTHWEST OF POWER POLE WITH TWO GUY WIRES THAT
 FU2802'IS AT RIGHT ANGLE TURN IN POWER LINE, 2.7 FEET WEST OF A WITNESS
 FU2802'POST, 1/2 FOOT HIGHER THAN THE ROAD, A DISK CEMENTED IN THE TOP
 FU2802'OF A 2-INCH PIPE WHICH PROJECTS 0.6 FOOT.
 FU2802
 FU2802                          STATION RECOVERY (1966)
 FU2802
 FU2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1012 ***********************************************************************
 JS1012  DESIGNATION -  148 M USGS
 JS1012  PID         -  JS1012
 JS1012  STATE/COUNTY-  CA/SACRAMENTO
 JS1012  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1012
 JS1012                         *CURRENT SURVEY CONTROL
 JS1012  ___________________________________________________________________
 JS1012* NAD 83(1986)-  38 34 54.     (N)    121 29 39.     (W)     SCALED    
 JS1012* NAVD 88     -         9.622  (meters)      31.57   (feet)  ADJUSTED  
 JS1012  ___________________________________________________________________
 JS1012  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JS1012  DYNAMIC HT  -           9.616 (meters)      31.55  (feet)  COMP
 JS1012  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JS1012
 JS1012  VERT ORDER  -  FIRST     CLASS I
 JS1012
 JS1012.The horizontal coordinates were scaled from a topographic map and have
 JS1012.an estimated accuracy of +/- 6 seconds.
 JS1012
 JS1012.The orthometric height was determined by differential leveling
 JS1012.and adjusted in June 1991.
 JS1012
 JS1012.The geoid height was determined by GEOID03.
 JS1012
 JS1012.The dynamic height is computed by dividing the NAVD 88
 JS1012.geopotential number by the normal gravity value computed on the
 JS1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1012.degrees latitude (g = 980.6199 gals.).
 JS1012
 JS1012.The modeled gravity was interpolated from observed gravity values.
 JS1012
 JS1012;                    North         East    Units  Estimated Accuracy
 JS1012;SPC CA 2     -   601,690.    2,044,070.      MT  (+/- 180 meters Scaled)
 JS1012
 JS1012                          SUPERSEDED SURVEY CONTROL
 JS1012
 JS1012  NGVD 29 (??/??/??)    8.85   (m)           29.0    (f) RESET       3  
 JS1012
 JS1012.Superseded values are not recommended for survey control.
 JS1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1012.See file dsdata.txt to determine how the superseded data were derived.
 JS1012
 JS1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH311714(NAD 83)
 JS1012_MARKER: DD = SURVEY DISK
 JS1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1012_SP_SET: STEP
 JS1012_STAMPING: 148 M 1933 29
 JS1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS1012+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 JS1012
 JS1012  HISTORY     - Date     Condition        Report By
 JS1012  HISTORY     - 1933     MONUMENTED       USGS
 JS1012  HISTORY     - 1948     GOOD             NGS
 JS1012  HISTORY     - 1960     GOOD             NGS
 JS1012  HISTORY     - 1989     GOOD             USPSQD
 JS1012  HISTORY     - 20040412 GOOD             CADT
 JS1012  HISTORY     - 20070331 GOOD             GEOCAC
 JS1012
 JS1012                          STATION DESCRIPTION
 JS1012
 JS1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS1012'AT SACRAMENTO.
 JS1012'AT SACRAMENTO, IN THE NORTHWEST CORNER OF THE INTERSECTION OF 9
 JS1012'STREET AND I STREET, IN THE SOUTHEAST CORNER OF THE FEDERAL
 JS1012'OFFICE BUILDING, AT THE EAST ENTRANCE TO THE BUILDING, 32.5 FEET
 JS1012'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, SET ON THE TOP
 JS1012'OF THE TOP GRANITE STEP, 4.1 FEET NORTH OF THE CENTER LINE OF THE
 JS1012'EAST ENTRANCE, 0.4 FEET EAST OF THE EAST WALL AND ABOUT 5 FEET
 JS1012'ABOVE THE GROUND.
 JS1012
 JS1012                          STATION RECOVERY (1960)
 JS1012
 JS1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JS1012'RECOVERED IN GOOD CONDITION.
 JS1012
 JS1012                          STATION RECOVERY (1989)
 JS1012
 JS1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (PEC)
 JS1012'RECOVERED IN GOOD CONDITION.
 JS1012
 JS1012                          STATION RECOVERY (2004)
 JS1012
 JS1012'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1012'RECOVERED IN GOOD CONDITION.
 JS1012
 JS1012                          STATION RECOVERY (2007)
 JS1012
 JS1012'RECOVERY NOTE BY GEOCACHING 2007 (TFW)
 JS1012'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0161 ***********************************************************************
 LU0161  DESIGNATION -  1481.46
 LU0161  PID         -  LU0161
 LU0161  STATE/COUNTY-  CA/SHASTA
 LU0161  USGS QUAD   -  O'BRIEN (1990)
 LU0161
 LU0161                         *CURRENT SURVEY CONTROL
 LU0161  ___________________________________________________________________
 LU0161* NAD 83(1986)-  40 52 12.     (N)    122 22 00.     (W)     SCALED    
 LU0161* NAVD 88     -       452.490  (meters)    1484.54   (feet)  ADJUSTED  
 LU0161  ___________________________________________________________________
 LU0161  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LU0161  DYNAMIC HT  -         452.247 (meters)    1483.75  (feet)  COMP
 LU0161  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 LU0161
 LU0161  VERT ORDER  -  FIRST     CLASS II
 LU0161
 LU0161.The horizontal coordinates were scaled from a topographic map and have
 LU0161.an estimated accuracy of +/- 6 seconds.
 LU0161
 LU0161.The orthometric height was determined by differential leveling
 LU0161.and adjusted in June 1991.
 LU0161
 LU0161.The geoid height was determined by GEOID03.
 LU0161
 LU0161.The dynamic height is computed by dividing the NAVD 88
 LU0161.geopotential number by the normal gravity value computed on the
 LU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0161.degrees latitude (g = 980.6199 gals.).
 LU0161
 LU0161.The modeled gravity was interpolated from observed gravity values.
 LU0161
 LU0161;                    North         East    Units  Estimated Accuracy
 LU0161;SPC CA 1     -   670,690.    1,969,090.      MT  (+/- 180 meters Scaled)
 LU0161
 LU0161                          SUPERSEDED SURVEY CONTROL
 LU0161
 LU0161  NGVD 29 (??/??/92)  451.671  (m)         1481.86   (f) ADJ UNCH    1 2
 LU0161
 LU0161.Superseded values are not recommended for survey control.
 LU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0161.See file dsdata.txt to determine how the superseded data were derived.
 LU0161
 LU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL533245(NAD 83)
 LU0161_MARKER: DD = SURVEY DISK
 LU0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0161_SP_SET: CULVERT
 LU0161_STAMPING: 1481.46
 LU0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0161
 LU0161  HISTORY     - Date     Condition        Report By
 LU0161  HISTORY     - UNK      MONUMENTED       CADH
 LU0161  HISTORY     - 1943     GOOD             NGS
 LU0161  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0161
 LU0161                          STATION DESCRIPTION
 LU0161
 LU0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0161'7.4 MI S FROM DELTA.
 LU0161'7.4 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE
 LU0161'AT DELTA, SHASTA COUNTY, AT A T-ROAD JUNCTION, 121 FEET
 LU0161'NORTHWEST OF THE CENTERLINE OF THE ROAD, 20 FEET WEST OF THE
 LU0161'CENTERLINE OF THE HIGHWAY, AT CULVERT C 318+50, IN THE CENTER
 LU0161'OF THE TOP OF THE SOUTH HEADWALL, AND LEVEL WITH THE HIGHWAY.
 LU0161'A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED 1481.46.
 LU0161
 LU0161                          STATION RECOVERY (1988)
 LU0161
 LU0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0476 ***********************************************************************
 DC0476  DESIGNATION -  1485.2 USGS
 DC0476  PID         -  DC0476
 DC0476  STATE/COUNTY-  CA/SAN DIEGO
 DC0476  USGS QUAD   -  ALPINE (1988)
 DC0476
 DC0476                         *CURRENT SURVEY CONTROL
 DC0476  ___________________________________________________________________
 DC0476* NAD 83(1986)-  32 50 26.     (N)    116 47 35.     (W)     SCALED    
 DC0476* NAVD 88     -       453.28   (+/-2cm)    1487.1    (feet)  VERTCON   
 DC0476  ___________________________________________________________________
 DC0476  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DC0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0476
 DC0476.The horizontal coordinates were scaled from a topographic map and have
 DC0476.an estimated accuracy of +/- 6 seconds.
 DC0476
 DC0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0476.The vertical order pertains to the NGVD 29 superseded value.
 DC0476
 DC0476.The geoid height was determined by GEOID03.
 DC0476
 DC0476;                    North         East    Units  Estimated Accuracy
 DC0476;SPC CA 6     -   574,870.    1,949,160.      MT  (+/- 180 meters Scaled)
 DC0476
 DC0476                          SUPERSEDED SURVEY CONTROL
 DC0476
 DC0476  NGVD 29 (??/??/??)  452.625  (m)         1484.99   (f) ADJUSTED    2 0
 DC0476
 DC0476.Superseded values are not recommended for survey control.
 DC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0476.See file dsdata.txt to determine how the superseded data were derived.
 DC0476
 DC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS193336(NAD 83)
 DC0476_MARKER: Q = CHISELED SQUARE
 DC0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0476_SP_SET: CULVERT
 DC0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0476
 DC0476  HISTORY     - Date     Condition        Report By
 DC0476  HISTORY     - UNK      MONUMENTED       USGS
 DC0476  HISTORY     - 1944     GOOD             NGS
 DC0476
 DC0476                          STATION DESCRIPTION
 DC0476
 DC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0476'1.6 MI NW FROM ALPINE.
 DC0476'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 80 FROM THE POST
 DC0476'OFFICE AT ALPINE, CUT IN THE CENTER OF THE NORTH HEADWALL OF
 DC0476'CULVERT NO. 638 + 50, 30 FEET NORTH OF THE CENTER-LINE OF THE
 DC0476'HIGHWAY, 10 FEET NORTHWEST OF THE CULVERT SIGN POST WITH A
 DC0476'METAL TAG STAMPED 1485.2 AND NAILED ON THE SOUTH SIDE OF THE
 DC0476'POST.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0481 ***********************************************************************
 FV0481  DESIGNATION -  1487.32
 FV0481  PID         -  FV0481
 FV0481  STATE/COUNTY-  CA/MONTEREY
 FV0481  USGS QUAD   -  PARKFIELD (1961)
 FV0481
 FV0481                         *CURRENT SURVEY CONTROL
 FV0481  ___________________________________________________________________
 FV0481* NAD 83(1986)-  35 53 10.     (N)    120 26 10.     (W)     SCALED    
 FV0481* NAVD 88     -       454.26   (+/-2cm)    1490.4    (feet)  VERTCON   
 FV0481  ___________________________________________________________________
 FV0481  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 FV0481  VERT ORDER  -  FIRST     CLASS I (See Below)
 FV0481
 FV0481.The horizontal coordinates were scaled from a topographic map and have
 FV0481.an estimated accuracy of +/- 6 seconds.
 FV0481
 FV0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0481.The vertical order pertains to the NGVD 29 superseded value.
 FV0481
 FV0481.The geoid height was determined by GEOID03.
 FV0481
 FV0481;                    North         East    Units  Estimated Accuracy
 FV0481;SPC CA 4     -   562,310.    1,870,330.      MT  (+/- 180 meters Scaled)
 FV0481
 FV0481                          SUPERSEDED SURVEY CONTROL
 FV0481
 FV0481  NGVD 29 (??/??/92)  453.262  (m)         1487.08   (f) ADJ UNCH    1 1
 FV0481
 FV0481.Superseded values are not recommended for survey control.
 FV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0481.See file dsdata.txt to determine how the superseded data were derived.
 FV0481
 FV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE314743(NAD 83)
 FV0481_MARKER: X = CHISELED CROSS
 FV0481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FV0481_SP_SET: ABUTMENT
 FV0481_MARK LOGO: NONE  
 FV0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0481+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 FV0481
 FV0481  HISTORY     - Date     Condition        Report By
 FV0481  HISTORY     - UNK      MONUMENTED       USGS
 FV0481  HISTORY     - 1942     GOOD             NGS
 FV0481  HISTORY     - 1984     GOOD             USGS
 FV0481  HISTORY     - 1985     GOOD             NGS
 FV0481  HISTORY     - 1986     GOOD             NGS
 FV0481  HISTORY     - 1987     GOOD             NGS
 FV0481  HISTORY     - 19890125 GOOD             NGS
 FV0481
 FV0481                          STATION DESCRIPTION
 FV0481
 FV0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FV0481'1.1 MI S FROM PARKFIELD.
 FV0481'1.1 MILES SOUTH ALONG CHOLAME-PARKFIELD ROAD AT A STEEL BRIDGE,
 FV0481'100 FEET SOUTHWEST OF JUNCTION OF CHOLAME-PARKFIELD AND PASO
 FV0481'ROBLES ROADS.
 FV0481
 FV0481                          STATION RECOVERY (1984)
 FV0481
 FV0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FV0481'RECOVERED IN GOOD CONDITION.
 FV0481
 FV0481                          STATION RECOVERY (1985)
 FV0481
 FV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FV0481'RECOVERED IN GOOD CONDITION.
 FV0481
 FV0481                          STATION RECOVERY (1986)
 FV0481
 FV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FV0481'RECOVERED IN GOOD CONDITION.
 FV0481
 FV0481                          STATION RECOVERY (1987)
 FV0481
 FV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FV0481'RECOVERED IN GOOD CONDITION.  MARK IS A FILED CROSS ON A RIVIT HEAD.
 FV0481
 FV0481                          STATION RECOVERY (1989)
 FV0481
 FV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0300 ***********************************************************************
 DX0300  DESIGNATION -  1488.8
 DX0300  PID         -  DX0300
 DX0300  STATE/COUNTY-  CA/SAN DIEGO
 DX0300  USGS QUAD   -  RAMONA (1988)
 DX0300
 DX0300                         *CURRENT SURVEY CONTROL
 DX0300  ___________________________________________________________________
 DX0300* NAD 83(1986)-  33 02 39.     (N)    116 51 16.     (W)     SCALED    
 DX0300* NAVD 88     -       454.44   (+/-2cm)    1490.9    (feet)  VERTCON   
 DX0300  ___________________________________________________________________
 DX0300  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX0300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0300
 DX0300.The horizontal coordinates were scaled from a topographic map and have
 DX0300.an estimated accuracy of +/- 6 seconds.
 DX0300
 DX0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0300.The vertical order pertains to the NGVD 29 superseded value.
 DX0300
 DX0300.The geoid height was determined by GEOID03.
 DX0300
 DX0300;                    North         East    Units  Estimated Accuracy
 DX0300;SPC CA 6     -   597,480.    1,943,540.      MT  (+/- 180 meters Scaled)
 DX0300
 DX0300                          SUPERSEDED SURVEY CONTROL
 DX0300
 DX0300  NGVD 29 (??/??/??)  453.785  (m)         1488.79   (f) ADJUSTED    2 0
 DX0300
 DX0300.Superseded values are not recommended for survey control.
 DX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0300.See file dsdata.txt to determine how the superseded data were derived.
 DX0300
 DX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS135561(NAD 83)
 DX0300_MARKER: Q = CHISELED SQUARE
 DX0300_SETTING: 80 = SET IN A BOULDER
 DX0300_SP_SET: BOULDER
 DX0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0300+STABILITY: SURFACE MOTION
 DX0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0300+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 DX0300
 DX0300  HISTORY     - Date     Condition        Report By
 DX0300  HISTORY     - 1944     MONUMENTED       USGS
 DX0300  HISTORY     - 1960     GOOD             NGS
 DX0300  HISTORY     - 19960525 GOOD             USPSQD
 DX0300  HISTORY     - 20020306 GOOD             USPSQD
 DX0300
 DX0300                          STATION DESCRIPTION
 DX0300
 DX0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0300'0.8 MI E FROM RAMONA.
 DX0300'0.5 MILE NORTHEAST ALONG STATE HIGHWAY NO. 78 FROM THE POST
 DX0300'OFFICE AT RAMONA, 0.3 MILE SOUTHEAST ALONG THIRD STREET, 100
 DX0300'FEET SOUTHEAST OF THE CENTERLINE OF G STREET, 42.5 FEET SOUTHWEST
 DX0300'OF THE CENTERLINE OF THIRD STREET, 20.5 FEET SOUTHWEST OF THE
 DX0300'WIRE FENCE, 2.5 FEET SOUTHEAST OF BENCH MARK T 723 1944, 75 FEET
 DX0300'NORTHWEST OF A SMALL GREEN BUILDING.  A CHISELED SQUARE CUT ON
 DX0300'TOP OF A LARGE GRANITE BOULDER.
 DX0300
 DX0300                          STATION RECOVERY (1996)
 DX0300
 DX0300'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX0300'RECOVERED IN GOOD CONDITION.
 DX0300
 DX0300                          STATION RECOVERY (2002)
 DX0300
 DX0300'RECOVERY NOTE BY US POWER SQUADRON 2002 (EBS)
 DX0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2794 ***********************************************************************
 FU2794  DESIGNATION -  149 DWR
 FU2794  PID         -  FU2794
 FU2794  STATE/COUNTY-  CA/KERN
 FU2794  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2794
 FU2794                         *CURRENT SURVEY CONTROL
 FU2794  ___________________________________________________________________
 FU2794* NAD 83(1986)-  35 40 01.     (N)    119 45 05.     (W)     SCALED    
 FU2794* NAVD 88     -       104.48   (+/-2cm)     342.8    (feet)  VERTCON   
 FU2794  ___________________________________________________________________
 FU2794  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2794  VERT ORDER  -  THIRD (See Below)
 FU2794
 FU2794.The horizontal coordinates were scaled from a topographic map and have
 FU2794.an estimated accuracy of +/- 6 seconds.
 FU2794
 FU2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2794.The vertical order pertains to the NGVD 29 superseded value.
 FU2794
 FU2794.The geoid height was determined by GEOID03.
 FU2794
 FU2794;                    North         East    Units  Estimated Accuracy
 FU2794;SPC CA 5     -   741,760.    1,841,430.      MT  (+/- 180 meters Scaled)
 FU2794
 FU2794                          SUPERSEDED SURVEY CONTROL
 FU2794
 FU2794  NGVD 29 (??/??/??)  103.72   (m)          340.3    (f) RESET       3  
 FU2794
 FU2794.Superseded values are not recommended for survey control.
 FU2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2794.See file dsdata.txt to determine how the superseded data were derived.
 FU2794
 FU2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV509504(NAD 83)
 FU2794_MARKER: P = PIPE CAP
 FU2794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2794_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2794_STAMPING: CENTER SEC 18 LS 2037
 FU2794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2794
 FU2794  HISTORY     - Date     Condition        Report By
 FU2794  HISTORY     - UNK      MONUMENTED       GPCC
 FU2794  HISTORY     - 1964     GOOD             NGS
 FU2794  HISTORY     - 1966     GOOD             NGS
 FU2794
 FU2794                          STATION DESCRIPTION
 FU2794
 FU2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2794'6.7 MI NW FROM LOST HILLS.
 FU2794'2.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2794'STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.45 MILES WEST ALONG GP
 FU2794'ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD AND FENCE LINE, THENCE
 FU2794'0.55 MILE WEST ALONG A FENCE, THENCE 0.7 MILE NORTHWEST ACROSS
 FU2794'COUNTRY ON A VERY DIM TRACK ROAD, 116 FEET NORTHWEST OF THE CENTER
 FU2794'LINE OF A NORTHEAST-SOUTHWEST DIRT ROAD, 111 FEET NORTH OF THE NORTH
 FU2794'END OF A STEEL GATE ACROSS THE ROAD, 0.1 FOOT EAST OF A NORTH-SOUTH
 FU2794'FENCE LINE, 2.2 FEET SOUTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE
 FU2794'ROAD, A CAP CEMENTED ON THE TOP OF A 2-INCH PIPE WHICH PROJECTS 0.5
 FU2794'FOOT.
 FU2794
 FU2794                          STATION RECOVERY (1966)
 FU2794
 FU2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1763 ***********************************************************************
 DC1763  DESIGNATION -  149 M NAS
 DC1763  PID         -  DC1763
 DC1763  STATE/COUNTY-  CA/SAN DIEGO
 DC1763  USGS QUAD   -  POINT LOMA (1994)
 DC1763
 DC1763                         *CURRENT SURVEY CONTROL
 DC1763  ___________________________________________________________________
 DC1763* NAD 83(1992)-  32 41 30.66725(N)    117 13 35.79290(W)     ADJUSTED  
 DC1763* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 DC1763  ___________________________________________________________________
 DC1763  EPOCH DATE  -        1991.35
 DC1763  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 DC1763  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DC1763  HORZ ORDER  -  SECOND
 DC1763
 DC1763.The horizontal coordinates were established by classical geodetic methods
 DC1763.and adjusted by the National Geodetic Survey in June 1996.
 DC1763.The horizontal coordinates are valid at the epoch date displayed above.
 DC1763.The epoch date for horizontal control is a decimal equivalence
 DC1763.of Year/Month/Day.
 DC1763
 DC1763.The orthometric height was scaled from a topographic map.
 DC1763
 DC1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1763
 DC1763.The geoid height was determined by GEOID03.
 DC1763
 DC1763;                    North         East     Units Scale Factor Converg.
 DC1763;SPC CA 6     -   558,673.733 1,908,416.629   MT  1.00001648   -0 32 12.0
 DC1763;SPC CA 6     - 1,832,915.41  6,261,196.89   sFT  1.00001648   -0 32 12.0
 DC1763;UTM  11      - 3,617,149.161   478,757.816   MT  0.99960556   -0 07 20.6
 DC1763
 DC1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1763!SPC CA 6     -   1.00000497  x   1.00001648  =   1.00002145
 DC1763!UTM  11      -   1.00000497  x   0.99960556  =   0.99961053
 DC1763
 DC1763                          SUPERSEDED SURVEY CONTROL
 DC1763
 DC1763  NAD 83(1986)-  32 41 30.66243(N)    117 13 35.79209(W) AD(1984.00) 2
 DC1763  NAD 27      -  32 41 30.48000(N)    117 13 32.66900(W) AD(       ) 2
 DC1763
 DC1763.Superseded values are not recommended for survey control.
 DC1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1763.See file dsdata.txt to determine how the superseded data were derived.
 DC1763
 DC1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7875817149(NAD 83)
 DC1763_MARKER: Z = SEE DESCRIPTION
 DC1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1763
 DC1763  HISTORY     - Date     Condition        Report By
 DC1763  HISTORY     - 1956     MONUMENTED       USN
 DC1763  HISTORY     - 1962     SEE DESCRIPTION  CGS
 DC1763
 DC1763                          STATION DESCRIPTION
 DC1763
 DC1763'DESCRIBED BY US NAVY 1956
 DC1763'BENCH MARK TRAVERSE POINT IS 6-IN. SQUARE CONCRETE POST WITH BRASS
 DC1763'SCREW IN TOP MARKING CENTER.  DESIGNATION OF MARKER IS INSCRIBED ON
 DC1763'COPPER PLATE FASTENED TO THE GUARD POSTS.
 DC1763
 DC1763                          STATION RECOVERY (1962)
 DC1763
 DC1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 DC1763'THE STATION HAS BEEN DESTROYED ACCORDING TO THE PUBLIC WORKS
 DC1763'SURVEYOR OF THE NAVAL AIR STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0030 ***********************************************************************
 KT0030  DESIGNATION -  149 SVIP
 KT0030  PID         -  KT0030
 KT0030  STATE/COUNTY-  CA/GLENN
 KT0030  USGS QUAD   -  WILLOWS (1969)
 KT0030
 KT0030                         *CURRENT SURVEY CONTROL
 KT0030  ___________________________________________________________________
 KT0030* NAD 83(1986)-  39 30 42.     (N)    122 11 33.     (W)     SCALED    
 KT0030* NAVD 88     -        41.19   (+/-2cm)     135.1    (feet)  VERTCON   
 KT0030  ___________________________________________________________________
 KT0030  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 KT0030  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0030
 KT0030.The horizontal coordinates were scaled from a topographic map and have
 KT0030.an estimated accuracy of +/- 6 seconds.
 KT0030
 KT0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0030.The vertical order pertains to the NGVD 29 superseded value.
 KT0030
 KT0030.The geoid height was determined by GEOID03.
 KT0030
 KT0030;                    North         East    Units  Estimated Accuracy
 KT0030;SPC CA 2     -   704,830.    1,983,450.      MT  (+/- 180 meters Scaled)
 KT0030
 KT0030                          SUPERSEDED SURVEY CONTROL
 KT0030
 KT0030  NGVD 29 (??/??/92)   40.442  (m)          132.68   (f) ADJ UNCH    1 2
 KT0030
 KT0030.Superseded values are not recommended for survey control.
 KT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0030.See file dsdata.txt to determine how the superseded data were derived.
 KT0030
 KT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ694738(NAD 83)
 KT0030_MARKER: DD = SURVEY DISK
 KT0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0030_SP_SET: CANAL
 KT0030_STAMPING: 149
 KT0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0030
 KT0030  HISTORY     - Date     Condition        Report By
 KT0030  HISTORY     - UNK      MONUMENTED       SVIP
 KT0030  HISTORY     - 1967     GOOD             NGS
 KT0030
 KT0030                          STATION DESCRIPTION
 KT0030
 KT0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0030'0.6 MI S FROM WILLOWS.
 KT0030'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KT0030'THE STATION AT WILLOWS, 8 POLES NORTH OF MILEPOLE 149, IN THE
 KT0030'TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF A LARGE
 KT0030'CONCRETE SPILLWAY OF CENTRAL IRRIGATION CANAL, 90.5 FEET EAST
 KT0030'OF THE EAST RAIL OF THE EAST TRACK, 125 FEET SOUTHEAST AND ACROSS
 KT0030'THE CANAL FROM BENCH MARK 130.29 (SVIP), 81.6 FEET EAST OF THE
 KT0030'EAST EDGE OF THE EAST CONCRETE WALL OF BRIDGE 149.216, AND ABOUT
 KT0030'1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1969 ***********************************************************************
 JS1969  DESIGNATION -  149+23
 JS1969  PID         -  JS1969
 JS1969  STATE/COUNTY-  CA/SOLANO
 JS1969  USGS QUAD   -  DENVERTON (1980)
 JS1969
 JS1969                         *CURRENT SURVEY CONTROL
 JS1969  ___________________________________________________________________
 JS1969* NAD 83(1986)-  38 14 34.     (N)    121 58 42.     (W)     SCALED    
 JS1969* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 JS1969  ___________________________________________________________________
 JS1969  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JS1969  VERT ORDER  -  THIRD (See Below)
 JS1969
 JS1969.The horizontal coordinates were scaled from a topographic map and have
 JS1969.an estimated accuracy of +/- 6 seconds.
 JS1969
 JS1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1969.The vertical order pertains to the NGVD 29 superseded value.
 JS1969
 JS1969.The geoid height was determined by GEOID03.
 JS1969
 JS1969;                    North         East    Units  Estimated Accuracy
 JS1969;SPC CA 2     -   563,950.    2,001,900.      MT  (+/- 180 meters Scaled)
 JS1969
 JS1969                          SUPERSEDED SURVEY CONTROL
 JS1969
 JS1969  NGVD 29 (??/??/??)    4.97   (m)           16.3    (f) RESET       3  
 JS1969
 JS1969.Superseded values are not recommended for survey control.
 JS1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1969.See file dsdata.txt to determine how the superseded data were derived.
 JS1969
 JS1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH894332(NAD 83)
 JS1969_MARKER: DB = BENCH MARK DISK
 JS1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1969_STAMPING: 149-23 1954 SACTO DIST
 JS1969_MARK LOGO: USE   
 JS1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1969+STABILITY: SURFACE MOTION
 JS1969
 JS1969  HISTORY     - Date     Condition        Report By
 JS1969  HISTORY     - 1954     MONUMENTED       DOD
 JS1969  HISTORY     - 1958     GOOD             CGS
 JS1969  HISTORY     - 1966     GOOD             CGS
 JS1969
 JS1969                          STATION DESCRIPTION
 JS1969
 JS1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JS1969'3.6 E FROM FAIRFIELD.
 JS1969'2.8 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 JS1969'AT FAIRFIELD, THENCE 0.8 MILE EAST ALONG AN ASPHALT ROAD
 JS1969'(A FORMER ALIGNMENT OF THE HIGHWAY), IN R1W T5N S33, 50 FEET
 JS1969'SOUTHEAST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD
 JS1969'LEADING SOUTH, 36 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT
 JS1969'ROAD, 20.6 FEET NORTHEAST OF THE EAST END OF A GALVANIZED
 JS1969'GATE ACROSS THE DIRT ROAD, 19 1/2 FEET EAST OF TELEPHONE POLE
 JS1969'642, 7.1 FEET SOUTH OF A FENCE, 3.4 FEET SOUTH OF A WITNESS
 JS1969'POST, ABOUT 1 FOOT HIGHER THAN THE ASPHALT ROAD, AND SET IN
 JS1969'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JS1969
 JS1969                          STATION RECOVERY (1966)
 JS1969
 JS1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1882 ***********************************************************************
 GU1882  DESIGNATION -  149.12 L
 GU1882  PID         -  GU1882
 GU1882  STATE/COUNTY-  CA/FRESNO
 GU1882  USGS QUAD   -  HARRIS RANCH (1971)
 GU1882
 GU1882                         *CURRENT SURVEY CONTROL
 GU1882  ___________________________________________________________________
 GU1882* NAD 83(1986)-  36 17 27.     (N)    120 08 09.     (W)     SCALED    
 GU1882* NAVD 88     -       100.284  (meters)     329.02   (feet)  ADJUSTED  
 GU1882  ___________________________________________________________________
 GU1882  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 GU1882  DYNAMIC HT  -         100.197 (meters)     328.73  (feet)  COMP
 GU1882  MODELED GRAV-     979,761.4   (mgal)                       NAVD 88
 GU1882
 GU1882  VERT ORDER  -  FIRST     CLASS I
 GU1882
 GU1882.The horizontal coordinates were scaled from a topographic map and have
 GU1882.an estimated accuracy of +/- 6 seconds.
 GU1882
 GU1882.The orthometric height was determined by differential leveling
 GU1882.and adjusted in June 1991.
 GU1882
 GU1882.The geoid height was determined by GEOID03.
 GU1882
 GU1882.The dynamic height is computed by dividing the NAVD 88
 GU1882.geopotential number by the normal gravity value computed on the
 GU1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1882.degrees latitude (g = 980.6199 gals.).
 GU1882
 GU1882.The modeled gravity was interpolated from observed gravity values.
 GU1882
 GU1882;                    North         East    Units  Estimated Accuracy
 GU1882;SPC CA 4     -   606,850.    1,897,970.      MT  (+/- 180 meters Scaled)
 GU1882
 GU1882                          SUPERSEDED SURVEY CONTROL
 GU1882
 GU1882  NGVD 29 (??/??/92)   99.330  (m)          325.89   (f) ADJ UNCH    1 1
 GU1882
 GU1882.Superseded values are not recommended for survey control.
 GU1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1882.See file dsdata.txt to determine how the superseded data were derived.
 GU1882
 GU1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF572200(NAD 83)
 GU1882_MARKER: DD = SURVEY DISK
 GU1882_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1882+WITH SETTING: PAVEMENT
 GU1882_SP_SET: DECK
 GU1882_STAMPING: 149.12 L
 GU1882_MARK LOGO: BOR   
 GU1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1882+STABILITY: SURFACE MOTION
 GU1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1882+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1882
 GU1882  HISTORY     - Date     Condition        Report By
 GU1882  HISTORY     - UNK      MONUMENTED       BOR
 GU1882  HISTORY     - 1967     GOOD             NGS
 GU1882  HISTORY     - 1971     GOOD             NGS
 GU1882  HISTORY     - 19890117 GOOD             NGS
 GU1882
 GU1882                          STATION DESCRIPTION
 GU1882
 GU1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1882'62.5 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1882'62.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1882'AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE NORTHEAST
 GU1882'SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE, 17 FEET SOUTHWEST
 GU1882'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 1.0 FOOT
 GU1882'SOUTHWEST OF THE NORTHEAST CONCRETE RETAINING WALL, AND ABOUT
 GU1882'3 FEET LOWER THAN THE ROAD.
 GU1882
 GU1882                          STATION RECOVERY (1971)
 GU1882
 GU1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1882'RECOVERED IN GOOD CONDITION.
 GU1882
 GU1882                          STATION RECOVERY (1989)
 GU1882
 GU1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1880 ***********************************************************************
 GU1880  DESIGNATION -  149.59 L
 GU1880  PID         -  GU1880
 GU1880  STATE/COUNTY-  CA/FRESNO
 GU1880  USGS QUAD   -  HARRIS RANCH (1971)
 GU1880
 GU1880                         *CURRENT SURVEY CONTROL
 GU1880  ___________________________________________________________________
 GU1880* NAD 83(1986)-  36 17 09.     (N)    120 08 01.     (W)     SCALED    
 GU1880* NAVD 88     -       102.066  (meters)     334.86   (feet)  ADJUSTED  
 GU1880  ___________________________________________________________________
 GU1880  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 GU1880  DYNAMIC HT  -         101.977 (meters)     334.57  (feet)  COMP
 GU1880  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 GU1880
 GU1880  VERT ORDER  -  FIRST     CLASS I
 GU1880
 GU1880.The horizontal coordinates were scaled from a topographic map and have
 GU1880.an estimated accuracy of +/- 6 seconds.
 GU1880
 GU1880.The orthometric height was determined by differential leveling
 GU1880.and adjusted in June 1991.
 GU1880
 GU1880.The geoid height was determined by GEOID03.
 GU1880
 GU1880.The dynamic height is computed by dividing the NAVD 88
 GU1880.geopotential number by the normal gravity value computed on the
 GU1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1880.degrees latitude (g = 980.6199 gals.).
 GU1880
 GU1880.The modeled gravity was interpolated from observed gravity values.
 GU1880
 GU1880;                    North         East    Units  Estimated Accuracy
 GU1880;SPC CA 4     -   606,290.    1,898,170.      MT  (+/- 180 meters Scaled)
 GU1880
 GU1880                          SUPERSEDED SURVEY CONTROL
 GU1880
 GU1880  NGVD 29 (??/??/92)  101.100  (m)          331.69   (f) ADJ UNCH    1 1
 GU1880
 GU1880.Superseded values are not recommended for survey control.
 GU1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1880.See file dsdata.txt to determine how the superseded data were derived.
 GU1880
 GU1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF574194(NAD 83)
 GU1880_MARKER: DD = SURVEY DISK
 GU1880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1880_SP_SET: WINGWALL
 GU1880_STAMPING: 149.59 L
 GU1880_MARK LOGO: BOR   
 GU1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1880+STABILITY: SURFACE MOTION
 GU1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1880+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1880
 GU1880  HISTORY     - Date     Condition        Report By
 GU1880  HISTORY     - UNK      MONUMENTED       BOR
 GU1880  HISTORY     - 1975     GOOD             NGS
 GU1880  HISTORY     - 19890214 GOOD             NGS
 GU1880
 GU1880                          STATION DESCRIPTION
 GU1880
 GU1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU1880'62.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1880'62.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1880'DOS AMIGOS PUMP PLANT, IN THE TOP OF AND 1.5 FEET WEST OF THE
 GU1880'EAST END OF THE NORTHEAST CONCRETE WING WALL OF THE STUTZ AVENUE
 GU1880'BRIDGE OVER THE AQUEDUCT, 14.0 FEET NORTH OF THE CENTER LINE OF
 GU1880'THE AVENUE, ABOUT LEVEL WITH THE AVENUE.
 GU1880
 GU1880                          STATION RECOVERY (1989)
 GU1880
 GU1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1879 ***********************************************************************
 GU1879  DESIGNATION -  149.59 R
 GU1879  PID         -  GU1879
 GU1879  STATE/COUNTY-  CA/FRESNO
 GU1879  USGS QUAD   -  HARRIS RANCH (1971)
 GU1879
 GU1879                         *CURRENT SURVEY CONTROL
 GU1879  ___________________________________________________________________
 GU1879* NAD 83(1986)-  36 17 09.     (N)    120 08 02.     (W)     SCALED    
 GU1879* NAVD 88     -       102.068  (meters)     334.87   (feet)  ADJUSTED  
 GU1879  ___________________________________________________________________
 GU1879  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 GU1879  DYNAMIC HT  -         101.979 (meters)     334.58  (feet)  COMP
 GU1879  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GU1879
 GU1879  VERT ORDER  -  FIRST     CLASS I
 GU1879
 GU1879.The horizontal coordinates were scaled from a topographic map and have
 GU1879.an estimated accuracy of +/- 6 seconds.
 GU1879
 GU1879.The orthometric height was determined by differential leveling
 GU1879.and adjusted in June 1991.
 GU1879
 GU1879.The geoid height was determined by GEOID03.
 GU1879
 GU1879.The dynamic height is computed by dividing the NAVD 88
 GU1879.geopotential number by the normal gravity value computed on the
 GU1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1879.degrees latitude (g = 980.6199 gals.).
 GU1879
 GU1879.The modeled gravity was interpolated from observed gravity values.
 GU1879
 GU1879;                    North         East    Units  Estimated Accuracy
 GU1879;SPC CA 4     -   606,290.    1,898,140.      MT  (+/- 180 meters Scaled)
 GU1879
 GU1879                          SUPERSEDED SURVEY CONTROL
 GU1879
 GU1879  NGVD 29 (??/??/92)  101.104  (m)          331.71   (f) ADJ UNCH    1 1
 GU1879
 GU1879.Superseded values are not recommended for survey control.
 GU1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1879.See file dsdata.txt to determine how the superseded data were derived.
 GU1879
 GU1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF574194(NAD 83)
 GU1879_MARKER: DD = SURVEY DISK
 GU1879_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1879_SP_SET: WINGWALL
 GU1879_STAMPING: 149.59 R
 GU1879_MARK LOGO: BOR   
 GU1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1879+STABILITY: SURFACE MOTION
 GU1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1879+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1879
 GU1879  HISTORY     - Date     Condition        Report By
 GU1879  HISTORY     - UNK      MONUMENTED       BOR
 GU1879  HISTORY     - 1967     GOOD             NGS
 GU1879  HISTORY     - 1971     GOOD             NGS
 GU1879  HISTORY     - 19890214 GOOD             NGS
 GU1879
 GU1879                          STATION DESCRIPTION
 GU1879
 GU1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1879'62.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1879'62.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1879'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE WEST END OF THE
 GU1879'SOUTHWEST CONCRETE WING WALL OF THE STUTZ AVENUE BRIDGE OVER
 GU1879'THE AQUEDUCT, 14 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 GU1879'1.0 FOOT EAST OF THE WEST END OF THE WING WALL, AND ABOUT
 GU1879'LEVEL WITH THE AVENUE.
 GU1879
 GU1879                          STATION RECOVERY (1971)
 GU1879
 GU1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1879'RECOVERED IN GOOD CONDITION.
 GU1879
 GU1879                          STATION RECOVERY (1989)
 GU1879
 GU1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4215 ***********************************************************************
 GU4215  DESIGNATION -  149.99=304
 GU4215  PID         -  GU4215
 GU4215  STATE/COUNTY-  CA/SANTA CRUZ
 GU4215  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4215
 GU4215                         *CURRENT SURVEY CONTROL
 GU4215  ___________________________________________________________________
 GU4215* NAD 83(1986)-  36 56 59.     (N)    121 46 21.     (W)     SCALED    
 GU4215* NAVD 88     -        46.576  (meters)     152.81   (feet)  ADJUSTED  
 GU4215  ___________________________________________________________________
 GU4215  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GU4215  DYNAMIC HT  -          46.540 (meters)     152.69  (feet)  COMP
 GU4215  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 GU4215
 GU4215  VERT ORDER  -  FIRST     CLASS II
 GU4215
 GU4215.The horizontal coordinates were scaled from a topographic map and have
 GU4215.an estimated accuracy of +/- 6 seconds.
 GU4215
 GU4215.The orthometric height was determined by differential leveling
 GU4215.and adjusted in February 1993.
 GU4215
 GU4215.The geoid height was determined by GEOID03.
 GU4215
 GU4215.The dynamic height is computed by dividing the NAVD 88
 GU4215.geopotential number by the normal gravity value computed on the
 GU4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4215.degrees latitude (g = 980.6199 gals.).
 GU4215
 GU4215.The modeled gravity was interpolated from observed gravity values.
 GU4215
 GU4215;                    North         East    Units  Estimated Accuracy
 GU4215;SPC CA 3     -   550,680.    1,886,660.      MT  (+/- 180 meters Scaled)
 GU4215
 GU4215                          SUPERSEDED SURVEY CONTROL
 GU4215
 GU4215  NGVD 29 (10/21/93)   45.744  (m)          150.08   (f) ADJUSTED    1 2
 GU4215
 GU4215.Superseded values are not recommended for survey control.
 GU4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4215.See file dsdata.txt to determine how the superseded data were derived.
 GU4215
 GU4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF092899(NAD 83)
 GU4215_MARKER: DD = SURVEY DISK
 GU4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4215_SP_SET: CONCRETE POST
 GU4215_STAMPING: A.B.1 149.99
 GU4215_MARK LOGO: CA-087
 GU4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4215+STABILITY: SURFACE MOTION
 GU4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4215+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 GU4215
 GU4215  HISTORY     - Date     Condition        Report By
 GU4215  HISTORY     - UNK      MONUMENTED       CA-087
 GU4215  HISTORY     - 19900416 GOOD             NGS
 GU4215
 GU4215                          STATION DESCRIPTION
 GU4215
 GU4215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4215'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4215'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 GU4215'ALONG HOLOHAN ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN
 GU4215'VALLEY ROAD, THENCE 0.7 KM (0.4 MI) NORTHWESTERLY ALONG AMESTI ROAD,
 GU4215'16.8 M (55.1 FT) NORTH OF THE CENTER OF A GATE, 5.1 M (16.7 FT)
 GU4215'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.4 M (1.3 FT) SOUTH OF A
 GU4215'UTILITY POLE WITH A GUY WIRE, AND IN A CONCRETE MONUMENT LEVEL WITH
 GU4215'THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0934 ***********************************************************************
 LU0934  DESIGNATION -  1492 USGS
 LU0934  PID         -  LU0934
 LU0934  STATE/COUNTY-  CA/TRINITY
 LU0934  USGS QUAD   -  JUNCTION CITY (1982)
 LU0934
 LU0934                         *CURRENT SURVEY CONTROL
 LU0934  ___________________________________________________________________
 LU0934* NAD 83(1986)-  40 43 37.     (N)    123 03 17.     (W)     SCALED    
 LU0934* NAVD 88     -       455.666  (meters)    1494.96   (feet)  ADJUSTED  
 LU0934  ___________________________________________________________________
 LU0934  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 LU0934  DYNAMIC HT  -         455.405 (meters)    1494.11  (feet)  COMP
 LU0934  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 LU0934
 LU0934  VERT ORDER  -  FIRST     CLASS II
 LU0934
 LU0934.The horizontal coordinates were scaled from a topographic map and have
 LU0934.an estimated accuracy of +/- 6 seconds.
 LU0934
 LU0934.The orthometric height was determined by differential leveling
 LU0934.and adjusted in June 1991.
 LU0934
 LU0934.The geoid height was determined by GEOID03.
 LU0934
 LU0934.The dynamic height is computed by dividing the NAVD 88
 LU0934.geopotential number by the normal gravity value computed on the
 LU0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0934.degrees latitude (g = 980.6199 gals.).
 LU0934
 LU0934.The modeled gravity was interpolated from observed gravity values.
 LU0934
 LU0934;                    North         East    Units  Estimated Accuracy
 LU0934;SPC CA 1     -   655,280.    1,910,910.      MT  (+/- 180 meters Scaled)
 LU0934
 LU0934                          SUPERSEDED SURVEY CONTROL
 LU0934
 LU0934  NGVD 29 (??/??/92)  454.784  (m)         1492.07   (f) ADJ UNCH    1 2
 LU0934
 LU0934.Superseded values are not recommended for survey control.
 LU0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0934.See file dsdata.txt to determine how the superseded data were derived.
 LU0934
 LU0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL953084(NAD 83)
 LU0934_MARKER: DD = SURVEY DISK
 LU0934_SETTING: 80 = SET IN A BOULDER
 LU0934_SP_SET: BOULDER
 LU0934_STAMPING: 1491.680 B 1905
 LU0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0934+STABILITY: SURFACE MOTION
 LU0934
 LU0934  HISTORY     - Date     Condition        Report By
 LU0934  HISTORY     - 1905     MONUMENTED       USGS
 LU0934  HISTORY     - 1935     GOOD             NGS
 LU0934
 LU0934                          STATION DESCRIPTION
 LU0934
 LU0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0934'0.3 MI SE FROM JUNCTION CITY.
 LU0934'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 299 FROM JUNCTION CITY,
 LU0934'TRINITY COUNTY, BETWEEN THE NEW HIGHWAY AND THE OLD HIGHWAY NOW
 LU0934'A COUNTY ROAD, 80 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY
 LU0934'ROAD, 73 FEET NORTHEAST OF THE CENTERLINE OF THE NEW HIGHWAY,
 LU0934'NEAR A BRIDGE, AND IN THE TOP OF A YELLOWISH-WHITE BOULDER.  A
 LU0934'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1491.680
 LU0934'B 1905.  NOTE-- THIS BENCH MARK WAS DESIGNATED 1483 (U.S.G.S.)
 LU0934'IN THE ORIGINAL LIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0206 ***********************************************************************
 DX0206  DESIGNATION -  15
 DX0206  PID         -  DX0206
 DX0206  STATE/COUNTY-  CA/SAN DIEGO
 DX0206  USGS QUAD   -  JULIAN (1988)
 DX0206
 DX0206                         *CURRENT SURVEY CONTROL
 DX0206  ___________________________________________________________________
 DX0206* NAD 83(1986)-  33 05 39.     (N)    116 35 10.     (W)     SCALED    
 DX0206* NAVD 88     -      1148.24   (+/-2cm)    3767.2    (feet)  VERTCON   
 DX0206  ___________________________________________________________________
 DX0206  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DX0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0206
 DX0206.The horizontal coordinates were scaled from a topographic map and have
 DX0206.an estimated accuracy of +/- 6 seconds.
 DX0206
 DX0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0206.The vertical order pertains to the NGVD 29 superseded value.
 DX0206
 DX0206.The geoid height was determined by GEOID03.
 DX0206
 DX0206;                    North         East    Units  Estimated Accuracy
 DX0206;SPC CA 6     -   602,910.    1,968,620.      MT  (+/- 180 meters Scaled)
 DX0206
 DX0206                          SUPERSEDED SURVEY CONTROL
 DX0206
 DX0206  NGVD 29 (??/??/??) 1147.481  (m)         3764.69   (f) ADJUSTED    1 2
 DX0206
 DX0206.Superseded values are not recommended for survey control.
 DX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0206.See file dsdata.txt to determine how the superseded data were derived.
 DX0206
 DX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS386618(NAD 83)
 DX0206_MARKER: DD = SURVEY DISK
 DX0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0206_SP_SET: CULVERT
 DX0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0206
 DX0206  HISTORY     - Date     Condition        Report By
 DX0206  HISTORY     - UNK      MONUMENTED       CADH
 DX0206  HISTORY     - 1956     GOOD             NGS
 DX0206  HISTORY     - 1969     GOOD             CA-073
 DX0206  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0206
 DX0206                          STATION DESCRIPTION
 DX0206
 DX0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0206'3 MI E FROM JULIAN.
 DX0206'3.0 MILES EAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DX0206'JULIAN, ON THE OUTSIDE OF A SLIGHT CURVE, ON TOP OF THE SOUTH
 DX0206'EDGE OF THE WEST END OF THE SOUTH CONCRETE AND ROCK HEAD WALL FOR
 DX0206'CULVERT E-2.88, 19.8 FEET SOUTH OF THE CENTER LINE OF THE
 DX0206'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED BY THE YELLOW
 DX0206'PAINTED LETTERS AND NUMBERS BM 15.
 DX0206
 DX0206                          STATION RECOVERY (1969)
 DX0206
 DX0206'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DX0206'RECOVERED IN GOOD CONDITION.
 DX0206
 DX0206                          STATION RECOVERY (1978)
 DX0206
 DX0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0895 ***********************************************************************
 HR0895  DESIGNATION -  15
 HR0895  PID         -  HR0895
 HR0895  STATE/COUNTY-  CA/TUOLUMNE
 HR0895  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0895
 HR0895                         *CURRENT SURVEY CONTROL
 HR0895  ___________________________________________________________________
 HR0895* NAD 83(1986)-  37 52 24.     (N)    119 54 38.     (W)     SCALED    
 HR0895* NAVD 88     -      1324.37   (+/-2cm)    4345.0    (feet)  VERTCON   
 HR0895  ___________________________________________________________________
 HR0895  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 HR0895  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0895
 HR0895.The horizontal coordinates were scaled from a topographic map and have
 HR0895.an estimated accuracy of +/- 6 seconds.
 HR0895
 HR0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0895.The vertical order pertains to the NGVD 29 superseded value.
 HR0895
 HR0895.The geoid height was determined by GEOID03.
 HR0895
 HR0895;                    North         East    Units  Estimated Accuracy
 HR0895;SPC CA 3     -   652,580.    2,051,860.      MT  (+/- 180 meters Scaled)
 HR0895
 HR0895                          SUPERSEDED SURVEY CONTROL
 HR0895
 HR0895  NGVD 29 (??/??/92) 1323.484  (m)         4342.13   (f) ADJ UNCH    1 2
 HR0895
 HR0895.Superseded values are not recommended for survey control.
 HR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0895.See file dsdata.txt to determine how the superseded data were derived.
 HR0895
 HR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB439957(NAD 83)
 HR0895_MARKER: DD = SURVEY DISK
 HR0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0895_STAMPING: 15
 HR0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0895+STABILITY: SURFACE MOTION
 HR0895
 HR0895  HISTORY     - Date     Condition        Report By
 HR0895  HISTORY     - UNK      MONUMENTED       HHWS
 HR0895  HISTORY     - 1956     GOOD             NGS
 HR0895  HISTORY     - 19861223 GOOD             USPSQD
 HR0895
 HR0895                          STATION DESCRIPTION
 HR0895
 HR0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0895'3.5 MI W FROM MATHER.
 HR0895'3.5 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0895'MATHER, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH, 143 FEET
 HR0895'NORTHEAST OF THE CENTER OF THE NORTHWEST END OF A 24-INCH
 HR0895'CORRUGATED METAL PIPE CULVERT, 94 FEET WEST OF THE APPROXIMATE
 HR0895'CENTER OF THE JUNCTION, 26 FEET NORTHWEST OF THE CENTER LINE
 HR0895'OF THE ROAD, 1.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 HR0895'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HR0895'0.2 FOOT ABOVE THE GROUND.
 HR0895
 HR0895                          STATION RECOVERY (1986)
 HR0895
 HR0895'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0900 ***********************************************************************
 LU0900  DESIGNATION -  15
 LU0900  PID         -  LU0900
 LU0900  STATE/COUNTY-  CA/SHASTA
 LU0900  USGS QUAD   -  IGO (1979)
 LU0900
 LU0900                         *CURRENT SURVEY CONTROL
 LU0900  ___________________________________________________________________
 LU0900* NAD 83(1986)-  40 36 20.     (N)    122 30 07.     (W)     SCALED    
 LU0900* NAVD 88     -       313.708  (meters)    1029.22   (feet)  ADJUSTED  
 LU0900  ___________________________________________________________________
 LU0900  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 LU0900  DYNAMIC HT  -         313.540 (meters)    1028.67  (feet)  COMP
 LU0900  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LU0900
 LU0900  VERT ORDER  -  FIRST     CLASS II
 LU0900
 LU0900.The horizontal coordinates were scaled from a topographic map and have
 LU0900.an estimated accuracy of +/- 6 seconds.
 LU0900
 LU0900.The orthometric height was determined by differential leveling
 LU0900.and adjusted in June 1991.
 LU0900
 LU0900.The geoid height was determined by GEOID03.
 LU0900
 LU0900.The dynamic height is computed by dividing the NAVD 88
 LU0900.geopotential number by the normal gravity value computed on the
 LU0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0900.degrees latitude (g = 980.6199 gals.).
 LU0900
 LU0900.The modeled gravity was interpolated from observed gravity values.
 LU0900
 LU0900;                    North         East    Units  Estimated Accuracy
 LU0900;SPC CA 1     -   641,390.    1,957,520.      MT  (+/- 180 meters Scaled)
 LU0900
 LU0900                          SUPERSEDED SURVEY CONTROL
 LU0900
 LU0900  NGVD 29 (12/02/92)  312.908  (m)         1026.60   (f) ADJUSTED    1 2
 LU0900
 LU0900.Superseded values are not recommended for survey control.
 LU0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0900.See file dsdata.txt to determine how the superseded data were derived.
 LU0900
 LU0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK421950(NAD 83)
 LU0900_MARKER: DD = SURVEY DISK
 LU0900_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0900_SP_SET: HEADWALL
 LU0900_STAMPING: 15 1026.28
 LU0900_MARK LOGO: CADH  
 LU0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0900+STABILITY: SURFACE MOTION
 LU0900
 LU0900  HISTORY     - Date     Condition        Report By
 LU0900  HISTORY     - UNK      MONUMENTED       CGS
 LU0900  HISTORY     - 1974     GOOD             USGS
 LU0900  HISTORY     - 1988     GOOD             NGS
 LU0900
 LU0900                          STATION DESCRIPTION
 LU0900
 LU0900'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 LU0900'0.9 MI W FROM SHASTA.
 LU0900'1.1 MI WEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT SHASTA,
 LU0900'AT A LARGE CONCRETE BOX CULVERT, IN THE TOP OF THE WEST END OF
 LU0900'THE SOUTH HEADWALL.  37 FT SOUTH OF THE CENTERLINE OF THE
 LU0900'HIGHWAY, AND ABOUT 13.7 FT LOWER THAN THE HIGHWAY, 550 FT WEST
 LU0900'OF INTERSECTION OF ROCK CREEK RD TO N.
 LU0900
 LU0900                          STATION RECOVERY (1988)
 LU0900
 LU0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0900'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.4 KM
 LU0900'(6.45 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0900'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2079 ***********************************************************************
 JS2079  DESIGNATION -  15
 JS2079  PID         -  JS2079
 JS2079  STATE/COUNTY-  CA/SOLANO
 JS2079  USGS QUAD   -  COURTLAND (1993)
 JS2079
 JS2079                         *CURRENT SURVEY CONTROL
 JS2079  ___________________________________________________________________
 JS2079* NAD 83(1986)-  38 17 21.     (N)    121 36 45.     (W)     SCALED    
 JS2079* NAVD 88     -         2.63   (+/-2cm)       8.6    (feet)  VERTCON   
 JS2079  ___________________________________________________________________
 JS2079  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JS2079  VERT ORDER  -  THIRD (See Below)
 JS2079
 JS2079.The horizontal coordinates were scaled from a topographic map and have
 JS2079.an estimated accuracy of +/- 6 seconds.
 JS2079
 JS2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2079.The vertical order pertains to the NGVD 29 superseded value.
 JS2079
 JS2079.The geoid height was determined by GEOID03.
 JS2079
 JS2079;                    North         East    Units  Estimated Accuracy
 JS2079;SPC CA 2     -   569,180.    2,033,900.      MT  (+/- 180 meters Scaled)
 JS2079
 JS2079                          SUPERSEDED SURVEY CONTROL
 JS2079
 JS2079  NGVD 29 (??/??/??)    1.89   (m)            6.2    (f) RESET       3  
 JS2079
 JS2079.Superseded values are not recommended for survey control.
 JS2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2079.See file dsdata.txt to determine how the superseded data were derived.
 JS2079
 JS2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH213388(NAD 83)
 JS2079_MARKER: N = NAIL
 JS2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2079_SP_SET: TOWER BASE
 JS2079_MARK LOGO: RIRD  
 JS2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2079
 JS2079  HISTORY     - Date     Condition        Report By
 JS2079  HISTORY     - UNK      MONUMENTED       RIRD
 JS2079  HISTORY     - 1964     GOOD             CGS
 JS2079
 JS2079                          STATION DESCRIPTION
 JS2079
 JS2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2079'2.2 MI E FROM FIVE POINTS.
 JS2079'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2079'POINTS, THENCE 1.35 MILES EAST ALONG EAST RYER ISLAND ROAD,
 JS2079'ABOUT 60 YARDS SOUTHWEST OF BENCH C 966, AT THE CROSSING OF A
 JS2079'STEEL TOWER POWER LINE, 177 FEET WEST-SOUTHWEST OF THE CENTER
 JS2079'LINE OF THE ROAD, IN THE TOP OF THE CENTER OF THE CONCRETE BASE
 JS2079'OF A STEEL TOWER, 102 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JS2079'TWO STORY HOUSE, 2.0 FEET NORTH-NORTHWEST OF A WITNESS POST, AND
 JS2079'ABOUT 15 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0028 ***********************************************************************
 GU0028  DESIGNATION -  15 13
 GU0028  PID         -  GU0028
 GU0028  STATE/COUNTY-  CA/FRESNO
 GU0028  USGS QUAD   -  CHANEY RANCH (1971)
 GU0028
 GU0028                         *CURRENT SURVEY CONTROL
 GU0028  ___________________________________________________________________
 GU0028* NAD 83(1986)-  36 38 51.     (N)    120 31 44.     (W)     SCALED    
 GU0028* NAVD 88     -       101.36   (+/-2cm)     332.5    (feet)  VERTCON   
 GU0028  ___________________________________________________________________
 GU0028  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU0028  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0028
 GU0028.The horizontal coordinates were scaled from a topographic map and have
 GU0028.an estimated accuracy of +/- 6 seconds.
 GU0028
 GU0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0028.The vertical order pertains to the NGVD 29 superseded value.
 GU0028
 GU0028.The geoid height was determined by GEOID03.
 GU0028
 GU0028;                    North         East    Units  Estimated Accuracy
 GU0028;SPC CA 4     -   646,910.    1,863,300.      MT  (+/- 180 meters Scaled)
 GU0028
 GU0028                          SUPERSEDED SURVEY CONTROL
 GU0028
 GU0028  NGVD 29 (??/??/92)  100.579  (m)          329.98   (f) ADJ UNCH    1 1
 GU0028
 GU0028.Superseded values are not recommended for survey control.
 GU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0028.See file dsdata.txt to determine how the superseded data were derived.
 GU0028
 GU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF209586(NAD 83)
 GU0028_MARKER: DD = SURVEY DISK
 GU0028_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0028_SP_SET: FOUNDATION
 GU0028_MARK LOGO: USGS  
 GU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0028+STABILITY: SURFACE MOTION
 GU0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0028+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1988
 GU0028
 GU0028  HISTORY     - Date     Condition        Report By
 GU0028  HISTORY     - UNK      MONUMENTED       USGS
 GU0028  HISTORY     - 1966     GOOD             NGS
 GU0028  HISTORY     - 1975     GOOD             NGS
 GU0028  HISTORY     - 19881201 GOOD             NGS
 GU0028
 GU0028                          STATION DESCRIPTION
 GU0028
 GU0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0028'3.3 MI SE FROM PANOCHE SUBSTATION.
 GU0028'0.2 MILE NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE SUBSTATION
 GU0028'OF PACIFIC GAS AND ELECTRIC COMPANY, THENCE 0.7 MILE SOUTHEAST
 GU0028'ALONG A DIRT ROAD FOLLOWING A PIPE LINE, THENCE 2.4 MILES EAST
 GU0028'ALONG A DIRT ROAD, 0.2 MILE EAST OF THE JUNCTION OF A NORTH-SOUTH
 GU0028'DIRT ROAD AND GRAMIS RANCH, 22 FEET SOUTH OF THE CENTER LINE
 GU0028'OF THE ROAD, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 GU0028'FOUNDATION FOR A SMALL METAL BUILDING HOUSING A U.S. GEOLOGICAL
 GU0028'SURVEY COMPACTION RECORDER.
 GU0028
 GU0028                          STATION RECOVERY (1975)
 GU0028
 GU0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0028'RECOVERED IN GOOD CONDITION.
 GU0028
 GU0028                          STATION RECOVERY (1988)
 GU0028
 GU0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1814 ***********************************************************************
 JS1814  DESIGNATION -  15 23.76 USE
 JS1814  PID         -  JS1814
 JS1814  STATE/COUNTY-  CA/SACRAMENTO
 JS1814  USGS QUAD   -  ISLETON (1993)
 JS1814
 JS1814                         *CURRENT SURVEY CONTROL
 JS1814  ___________________________________________________________________
 JS1814* NAD 83(1986)-  38 10 21.     (N)    121 35 41.     (W)     SCALED    
 JS1814* NAVD 88     -         6.89   (+/-2cm)      22.6    (feet)  VERTCON   
 JS1814  ___________________________________________________________________
 JS1814  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JS1814  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1814
 JS1814.The horizontal coordinates were scaled from a topographic map and have
 JS1814.an estimated accuracy of +/- 6 seconds.
 JS1814
 JS1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1814.The vertical order pertains to the NGVD 29 superseded value.
 JS1814
 JS1814.The geoid height was determined by GEOID03.
 JS1814
 JS1814;                    North         East    Units  Estimated Accuracy
 JS1814;SPC CA 2     -   556,230.    2,035,510.      MT  (+/- 180 meters Scaled)
 JS1814
 JS1814                          SUPERSEDED SURVEY CONTROL
 JS1814
 JS1814  NGVD 29 (??/??/92)    6.163  (m)           20.22   (f) ADJ UNCH    1 2
 JS1814
 JS1814.Superseded values are not recommended for survey control.
 JS1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1814.See file dsdata.txt to determine how the superseded data were derived.
 JS1814
 JS1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH230258(NAD 83)
 JS1814_MARKER: P = PIPE CAP
 JS1814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1814_SP_SET: BRIDGE FLOOR
 JS1814_STAMPING: 15 23.76
 JS1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1814
 JS1814  HISTORY     - Date     Condition        Report By
 JS1814  HISTORY     - UNK      MONUMENTED       DOD
 JS1814  HISTORY     - 1957     GOOD             NGS
 JS1814  HISTORY     - 1964     GOOD             NGS
 JS1814  HISTORY     - 20040106 MARK NOT FOUND   CADWR
 JS1814
 JS1814                          STATION DESCRIPTION
 JS1814
 JS1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1814'1.4 MI NE FROM ISLETON.
 JS1814'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 24 FROM THE POST OFFICE
 JS1814'AT ISLETON, AT THE NORTHWEST END OF THE ISLETON DRAWBRIDGE
 JS1814'OVER THE SACRAMENTO RIVER, IN THE TOP OF THE CONCRETE BRIDGE
 JS1814'FLOOR, 54 FEET SOUTHEAST OF THE CENTER OF THE LEVEE ALONG THE
 JS1814'NORTHWEST BANK OF THE RIVER, 9 FEET SOUTHWEST OF THE CENTER
 JS1814'LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF THE NORTHEAST SIDE OF
 JS1814'THE SOUTHWEST CONCRETE CURB, AND ABOUT LEVEL WITH THE HIGHWAY.
 JS1814
 JS1814                          STATION RECOVERY (1964)
 JS1814
 JS1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1814'RECOVERED IN GOOD CONDITION.
 JS1814
 JS1814                          STATION RECOVERY (2004)
 JS1814
 JS1814'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (NRB)
 JS1814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4886 ***********************************************************************
 EW4886  DESIGNATION -  15 A F 52 CAHD
 EW4886  PID         -  EW4886
 EW4886  STATE/COUNTY-  CA/LOS ANGELES
 EW4886  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4886
 EW4886                         *CURRENT SURVEY CONTROL
 EW4886  ___________________________________________________________________
 EW4886* NAD 83(1986)-  34 20 59.     (N)    118 32 14.     (W)     SCALED    
 EW4886* NAVD 88     -       465.05   (+/-2cm)    1525.8    (feet)  VERTCON   
 EW4886  ___________________________________________________________________
 EW4886  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EW4886  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4886
 EW4886.The horizontal coordinates were scaled from a topographic map and have
 EW4886.an estimated accuracy of +/- 6 seconds.
 EW4886
 EW4886.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4886.The vertical order pertains to the NGVD 29 superseded value.
 EW4886
 EW4886.The geoid height was determined by GEOID03.
 EW4886
 EW4886;                    North         East    Units  Estimated Accuracy
 EW4886;SPC CA 5     -   594,390.    1,950,580.      MT  (+/- 180 meters Scaled)
 EW4886
 EW4886                          SUPERSEDED SURVEY CONTROL
 EW4886
 EW4886  NGVD 29 (??/??/92)  464.214  (m)         1523.01   (f) ADJ UNCH    1 1
 EW4886
 EW4886.Superseded values are not recommended for survey control.
 EW4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4886.See file dsdata.txt to determine how the superseded data were derived.
 EW4886
 EW4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU586020(NAD 83)
 EW4886_MARKER: DD = SURVEY DISK
 EW4886_SETTING: 0 = UNSPECIFIED SETTING
 EW4886_STAMPING: BM 15A-F-52
 EW4886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4886
 EW4886  HISTORY     - Date     Condition        Report By
 EW4886  HISTORY     - UNK      MONUMENTED       CADH
 EW4886  HISTORY     - 1968     GOOD
 EW4886  HISTORY     - 1971     GOOD             CA1980
 EW4886  HISTORY     - 1973     GOOD             CA-037
 EW4886
 EW4886                          STATION DESCRIPTION
 EW4886
 EW4886'DESCRIBED 1968
 EW4886'NEAR NEWHALL.
 EW4886'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- ABOUT 2.9 MILES
 EW4886'SOUTHEASTERLY ALONG HIGHWAY FROM ITS JUNCTION WITH LYONS AVENUE,
 EW4886'1.01 MILES NORTHERLY FROM BRIDGE NO. 53-1796 OVER THE GOLDEN
 EW4886'STATE FREEWAY, AT E.C. IN GOLDEN STATE HIGHWAY AT STATION 126+79,
 EW4886'45 FEET SOUTHERLY OF POWER POLE NO. 1248745E.  SET ABOUT 16
 EW4886'INCHES BELOW THE GROUND SURFACE.
 EW4886
 EW4886                          STATION RECOVERY (1971)
 EW4886
 EW4886'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4886'RECOVERED IN GOOD CONDITION.
 EW4886
 EW4886                          STATION RECOVERY (1973)
 EW4886
 EW4886'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4886'GOLDEN STATE HIGHWAY (OLD ALIGNMENT) ABOUT 2.9 MILES SOUTHEASTERLY
 EW4886'ALONG HIGHWAY FROM ITS JUNCTION WITH LYONS AVENUE, ABOUT 1.0 MILE
 EW4886'NORTHERLY FROM BRIDGE NO. 53-1796 OVER GOLDEN STATE FREEWAY, 45 FEET
 EW4886'SOUTHERLY OF POWER POLE NO. 1248745E, AT E.C. IN GOLDEN STATE HIGHWAY
 EW4886'AT STATION 126+79.  SET ABOUT 16 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0645 ***********************************************************************
 EU0645  DESIGNATION -  15 A MWDSC
 EU0645  PID         -  EU0645
 EU0645  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0645  USGS QUAD   -  GRANITE PASS (1985)
 EU0645
 EU0645                         *CURRENT SURVEY CONTROL
 EU0645  ___________________________________________________________________
 EU0645* NAD 83(1986)-  34 06 00.     (N)    115 07 33.     (W)     SCALED    
 EU0645* NAVD 88     -       279.837  (meters)     918.10   (feet)  ADJUSTED  
 EU0645  ___________________________________________________________________
 EU0645  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EU0645  DYNAMIC HT  -         279.530 (meters)     917.09  (feet)  COMP
 EU0645  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 EU0645
 EU0645  VERT ORDER  -  FIRST     CLASS I
 EU0645
 EU0645.The horizontal coordinates were scaled from a topographic map and have
 EU0645.an estimated accuracy of +/- 6 seconds.
 EU0645
 EU0645.The orthometric height was determined by differential leveling
 EU0645.and adjusted in June 1991.
 EU0645
 EU0645.The geoid height was determined by GEOID03.
 EU0645
 EU0645.The dynamic height is computed by dividing the NAVD 88
 EU0645.geopotential number by the normal gravity value computed on the
 EU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0645.degrees latitude (g = 980.6199 gals.).
 EU0645
 EU0645.The modeled gravity was interpolated from observed gravity values.
 EU0645
 EU0645;                    North         East    Units  Estimated Accuracy
 EU0645;SPC CA 5     -   570,350.    2,265,180.      MT  (+/- 180 meters Scaled)
 EU0645
 EU0645                          SUPERSEDED SURVEY CONTROL
 EU0645
 EU0645  NGVD 29 (??/??/92)  279.179  (m)          915.94   (f) ADJ UNCH    1 1
 EU0645
 EU0645.Superseded values are not recommended for survey control.
 EU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0645.See file dsdata.txt to determine how the superseded data were derived.
 EU0645
 EU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT728748(NAD 83)
 EU0645_MARKER: DD = SURVEY DISK
 EU0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0645_SP_SET: CONCRETE POST
 EU0645_STAMPING: 15 A 1933
 EU0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0645+STABILITY: SURFACE MOTION
 EU0645
 EU0645  HISTORY     - Date     Condition        Report By
 EU0645  HISTORY     - 1933     MONUMENTED       MWDSC
 EU0645  HISTORY     - 1978     GOOD             NGS
 EU0645
 EU0645                          STATION DESCRIPTION
 EU0645
 EU0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0645'3.1 MI SE FROM IRON MOUNTAIN.
 EU0645'3.15 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0645'STATION AT IRON MOUNTAIN, 200 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF
 EU0645'AQUEDUCT, SURROUNDED BY A FENCE OF 2 BY 2 WOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1700 ***********************************************************************
 EW1700  DESIGNATION -  15 B C OF LA
 EW1700  PID         -  EW1700
 EW1700  STATE/COUNTY-  CA/LOS ANGELES
 EW1700  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1700
 EW1700                         *CURRENT SURVEY CONTROL
 EW1700  ___________________________________________________________________
 EW1700* NAD 83(1986)-  34 04 36.     (N)    118 23 44.     (W)     SCALED    
 EW1700* NAVD 88     -        75.99   (+/-2cm)     249.3    (feet)  VERTCON   
 EW1700  ___________________________________________________________________
 EW1700  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1700  VERT ORDER  -  THIRD (See Below)
 EW1700
 EW1700.The horizontal coordinates were scaled from a topographic map and have
 EW1700.an estimated accuracy of +/- 6 seconds.
 EW1700
 EW1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1700.The vertical order pertains to the NGVD 29 superseded value.
 EW1700
 EW1700.The geoid height was determined by GEOID03.
 EW1700
 EW1700;                    North         East    Units  Estimated Accuracy
 EW1700;SPC CA 5     -   564,040.    1,963,490.      MT  (+/- 180 meters Scaled)
 EW1700
 EW1700                          SUPERSEDED SURVEY CONTROL
 EW1700
 EW1700  NGVD 29 (??/??/??)   75.22   (m)          246.8    (f) RESET       3  
 EW1700
 EW1700.Superseded values are not recommended for survey control.
 EW1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1700.See file dsdata.txt to determine how the superseded data were derived.
 EW1700
 EW1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712715(NAD 83)
 EW1700_MARKER: DD = SURVEY DISK
 EW1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1700_STAMPING: 15B 247
 EW1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1700+STABILITY: SURFACE MOTION
 EW1700
 EW1700  HISTORY     - Date     Condition        Report By
 EW1700  HISTORY     - UNK      MONUMENTED       CA1980
 EW1700  HISTORY     - 1945     GOOD             NGS
 EW1700
 EW1700                          STATION DESCRIPTION
 EW1700
 EW1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1700'AT BEVERLY HILLS.
 EW1700'AT BEVERLY HILLS AT THE INTERSECTION OF SANTA MONICA BOULEVARD
 EW1700'AND PALM DRIVE, IN THE BEVERLY GARDENS PARK, 2.2 FEET SOUTHWEST
 EW1700'OF THE SOUTHWEST CURB OF PALM DRIVE AND 102.5 FEET NORTHWEST
 EW1700'OF THE NORTHWEST CURBLINE OF SANTA MONICA BOULEVARD.  MONUMENT
 EW1700'IS ABOUT SAME LEVEL AS THE SOUTHWEST CURB OF PALM DRIVE.
 EW1700'A CITY OF LOS ANGELES STANDARD DISK, STAMPED 15 B 247 AND SET IN
 EW1700'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0647 ***********************************************************************
 EU0647  DESIGNATION -  15 B MWDSC
 EU0647  PID         -  EU0647
 EU0647  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0647  USGS QUAD   -  GRANITE PASS (1985)
 EU0647
 EU0647                         *CURRENT SURVEY CONTROL
 EU0647  ___________________________________________________________________
 EU0647* NAD 83(1986)-  34 07 03.     (N)    115 07 38.     (W)     SCALED    
 EU0647* NAVD 88     -       280.782  (meters)     921.20   (feet)  ADJUSTED  
 EU0647  ___________________________________________________________________
 EU0647  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EU0647  DYNAMIC HT  -         280.474 (meters)     920.19  (feet)  COMP
 EU0647  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 EU0647
 EU0647  VERT ORDER  -  FIRST     CLASS I
 EU0647
 EU0647.The horizontal coordinates were scaled from a topographic map and have
 EU0647.an estimated accuracy of +/- 6 seconds.
 EU0647
 EU0647.The orthometric height was determined by differential leveling
 EU0647.and adjusted in June 1991.
 EU0647
 EU0647.The geoid height was determined by GEOID03.
 EU0647
 EU0647.The dynamic height is computed by dividing the NAVD 88
 EU0647.geopotential number by the normal gravity value computed on the
 EU0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0647.degrees latitude (g = 980.6199 gals.).
 EU0647
 EU0647.The modeled gravity was interpolated from observed gravity values.
 EU0647
 EU0647;                    North         East    Units  Estimated Accuracy
 EU0647;SPC CA 5     -   572,280.    2,264,990.      MT  (+/- 180 meters Scaled)
 EU0647
 EU0647                          SUPERSEDED SURVEY CONTROL
 EU0647
 EU0647  NGVD 29 (??/??/92)  280.124  (m)          919.04   (f) ADJ UNCH    1 1
 EU0647
 EU0647.Superseded values are not recommended for survey control.
 EU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0647.See file dsdata.txt to determine how the superseded data were derived.
 EU0647
 EU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT727767(NAD 83)
 EU0647_MARKER: DD = SURVEY DISK
 EU0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0647_SP_SET: CONCRETE POST
 EU0647_STAMPING: 15 B 1933
 EU0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0647+STABILITY: SURFACE MOTION
 EU0647
 EU0647  HISTORY     - Date     Condition        Report By
 EU0647  HISTORY     - 1933     MONUMENTED       MWDSC
 EU0647  HISTORY     - 1978     GOOD             NGS
 EU0647
 EU0647                          STATION DESCRIPTION
 EU0647
 EU0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0647'2.4 MI SE FROM IRON MOUNTAIN.
 EU0647'2.0 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0647'STATION AT IRON MOUNTAIN, 370 FT. WEST OF THE WEST FENCE OF AQUEDUCT,
 EU0647'MARK IS SORROUNDED BY A FENCE OF TWO BY TWOS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2306 ***********************************************************************
 GU2306  DESIGNATION -  15 BIS
 GU2306  PID         -  GU2306
 GU2306  STATE/COUNTY-  CA/MONTEREY
 GU2306  USGS QUAD   -  SAN ARDO (1984)
 GU2306
 GU2306                         *CURRENT SURVEY CONTROL
 GU2306  ___________________________________________________________________
 GU2306* NAD 83(1986)-  36 03 07.     (N)    120 55 13.     (W)     SCALED    
 GU2306* NAVD 88     -       124.624  (meters)     408.87   (feet)  ADJUSTED  
 GU2306  ___________________________________________________________________
 GU2306  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 GU2306  DYNAMIC HT  -         124.515 (meters)     408.51  (feet)  COMP
 GU2306  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 GU2306
 GU2306  VERT ORDER  -  FIRST     CLASS I
 GU2306
 GU2306.The horizontal coordinates were scaled from a topographic map and have
 GU2306.an estimated accuracy of +/- 6 seconds.
 GU2306
 GU2306.The orthometric height was determined by differential leveling
 GU2306.and adjusted in June 1991.
 GU2306
 GU2306.The geoid height was determined by GEOID03.
 GU2306
 GU2306.The dynamic height is computed by dividing the NAVD 88
 GU2306.geopotential number by the normal gravity value computed on the
 GU2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2306.degrees latitude (g = 980.6199 gals.).
 GU2306
 GU2306.The modeled gravity was interpolated from observed gravity values.
 GU2306
 GU2306;                    North         East    Units  Estimated Accuracy
 GU2306;SPC CA 4     -   581,470.    1,826,990.      MT  (+/- 180 meters Scaled)
 GU2306
 GU2306                          SUPERSEDED SURVEY CONTROL
 GU2306
 GU2306  NGVD 29 (??/??/??)  123.744  (m)          405.98   (f) ADJUSTED    1 1
 GU2306
 GU2306.Superseded values are not recommended for survey control.
 GU2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2306.See file dsdata.txt to determine how the superseded data were derived.
 GU2306
 GU2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE873917(NAD 83)
 GU2306_MARKER: DD = SURVEY DISK
 GU2306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU2306_SP_SET: FOUNDATION
 GU2306_STAMPING: 15 BIS 1966 406
 GU2306_MARK LOGO: USGS  
 GU2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2306+STABILITY: SURFACE MOTION
 GU2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU2306+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 GU2306
 GU2306  HISTORY     - Date     Condition        Report By
 GU2306  HISTORY     - 1966     MONUMENTED       USGS
 GU2306  HISTORY     - 1968     GOOD             NGS
 GU2306  HISTORY     - 19890125 GOOD             NGS
 GU2306
 GU2306                          STATION DESCRIPTION
 GU2306
 GU2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2306'2.4 MI NW FROM SAN ARDO.
 GU2306'2.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2306'FROM THE CROSSING OF JOLON STREET AT SAN ARDO, IN THE SOUTHWEST
 GU2306'CORNER OF A 2- BY 3-FOOT CONCRETE FOUNDATION OF AN IRRIGATION
 GU2306'PUMP, 63.0 FEET EAST OF THE EAST RAIL, 30 FEET EAST OF A
 GU2306'TELEPHONE POLE BEARING A WITNESS POST PLAQUE, 45 FEET SOUTHWEST
 GU2306'OF A POWER POLE WITH THREE TRANSFORMERS, 24 FEET EAST OF A
 GU2306'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 GU2306
 GU2306                          STATION RECOVERY (1989)
 GU2306
 GU2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2306'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.9 KM
 GU2306'(2.40 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GU2306'JUNCTION OF JOLON STREET IN SAN ARDO, IN THE SOUTHEAST CORNER OF A 2
 GU2306'BY 3 FOOT CONCRETE FOUNDATION OF AN ABANDONED WATER WELL, 19.2 M
 GU2306'(63.0 FT) NORTHEAST OF THE NEAR RAIL, 16.5 M (54.1 FT) SOUTH OF A
 GU2306'UTILITY POLE WITH 3 TRANSFORMERS, 13.4 M (44.0 FT) SOUTHEAST OF A
 GU2306'FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0240 ***********************************************************************
 MX0240  DESIGNATION -  15 C
 MX0240  PID         -  MX0240
 MX0240  STATE/COUNTY-  CA/SISKIYOU
 MX0240  USGS QUAD   -  CALLAHAN (1986)
 MX0240
 MX0240                         *CURRENT SURVEY CONTROL
 MX0240  ___________________________________________________________________
 MX0240* NAD 83(1986)-  41 17 54.     (N)    122 45 04.     (W)     SCALED    
 MX0240* NAVD 88     -      1147.201  (meters)    3763.78   (feet)  ADJUSTED  
 MX0240  ___________________________________________________________________
 MX0240  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 MX0240  DYNAMIC HT  -        1146.438 (meters)    3761.27  (feet)  COMP
 MX0240  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 MX0240
 MX0240  VERT ORDER  -  SECOND    CLASS 0
 MX0240
 MX0240.The horizontal coordinates were scaled from a topographic map and have
 MX0240.an estimated accuracy of +/- 6 seconds.
 MX0240
 MX0240.The orthometric height was determined by differential leveling
 MX0240.and adjusted in June 1991.
 MX0240
 MX0240.The geoid height was determined by GEOID03.
 MX0240
 MX0240.The dynamic height is computed by dividing the NAVD 88
 MX0240.geopotential number by the normal gravity value computed on the
 MX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0240.degrees latitude (g = 980.6199 gals.).
 MX0240
 MX0240.The modeled gravity was interpolated from observed gravity values.
 MX0240
 MX0240;                    North         East    Units  Estimated Accuracy
 MX0240;SPC CA 1     -   718,460.    1,937,100.      MT  (+/- 180 meters Scaled)
 MX0240
 MX0240                          SUPERSEDED SURVEY CONTROL
 MX0240
 MX0240  NGVD 29 (??/??/??) 1146.147  (m)         3760.32   (f) ADJUSTED    2 0
 MX0240
 MX0240.Superseded values are not recommended for survey control.
 MX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0240.See file dsdata.txt to determine how the superseded data were derived.
 MX0240
 MX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL208719(NAD 83)
 MX0240_MARKER: DB = BENCH MARK DISK
 MX0240_SETTING: 80 = SET IN A BOULDER
 MX0240_SP_SET: BOULDER
 MX0240_STAMPING: 15 C 1931
 MX0240_MARK LOGO: USGS  
 MX0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0240+STABILITY: SURFACE MOTION
 MX0240
 MX0240  HISTORY     - Date     Condition        Report By
 MX0240  HISTORY     - 1931     MONUMENTED       USGS
 MX0240  HISTORY     - 1952     GOOD             CGS
 MX0240
 MX0240                          STATION DESCRIPTION
 MX0240
 MX0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0240'3.8 MI SE FROM CALLAHAN.
 MX0240'3.75 MILES SOUTHEAST ALONG THE CARRVILLE-CALLAHAN ROAD FROM THE
 MX0240'POST OFFICE AT CALLAHAN, AT THE SOUTHEAST END OF A SLIGHT TURN
 MX0240'IN THE ROAD, IN THE TOP OF AN 8-BY-5-FOOT BOULDER, 25 1/2 FEET
 MX0240'EAST OF THE CENTER LINE OF THE ROAD, 13.5 FEET SOUTHEAST OF AN
 MX0240'8-INCH CEDAR TREE, ABOUT 6.0 FEET HIGHER THAN THE LEVEL OF
 MX0240'THE ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS AND
 MX0240'NUMBERS 15 C B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0388 ***********************************************************************
 DY0388  DESIGNATION -  15 C OF LB
 DY0388  PID         -  DY0388
 DY0388  STATE/COUNTY-  CA/LOS ANGELES
 DY0388  USGS QUAD   -  LONG BEACH (1981)
 DY0388
 DY0388                         *CURRENT SURVEY CONTROL
 DY0388  ___________________________________________________________________
 DY0388* NAD 83(1986)-  33 45 54.     (N)    118 10 26.     (W)     SCALED    
 DY0388* NAVD 88     -        13.43   (+/-2cm)      44.1    (feet)  VERTCON   
 DY0388  ___________________________________________________________________
 DY0388  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY0388  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0388
 DY0388.The horizontal coordinates were scaled from a topographic map and have
 DY0388.an estimated accuracy of +/- 6 seconds.
 DY0388
 DY0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0388.The vertical order pertains to the NGVD 29 superseded value.
 DY0388
 DY0388.The geoid height was determined by GEOID03.
 DY0388
 DY0388;                    North         East    Units  Estimated Accuracy
 DY0388;SPC CA 5     -   529,410.    1,983,890.      MT  (+/- 180 meters Scaled)
 DY0388
 DY0388                          SUPERSEDED SURVEY CONTROL
 DY0388
 DY0388  NGVD 29 (??/??/92)   12.626  (m)           41.42   (f) ADJ UNCH    1 2
 DY0388
 DY0388.Superseded values are not recommended for survey control.
 DY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0388.See file dsdata.txt to determine how the superseded data were derived.
 DY0388
 DY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT912367(NAD 83)
 DY0388_MARKER: DD = SURVEY DISK
 DY0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0388_STAMPING: BM 15
 DY0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0388+STABILITY: SURFACE MOTION
 DY0388
 DY0388  HISTORY     - Date     Condition        Report By
 DY0388  HISTORY     - UNK      MONUMENTED       CA1970
 DY0388  HISTORY     - 1954     GOOD             NGS
 DY0388  HISTORY     - 1964     GOOD             NGS
 DY0388
 DY0388                          STATION DESCRIPTION
 DY0388
 DY0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0388'AT LONG BEACH.
 DY0388'AT LONG BEACH, 0.9 MILE EAST ALONG OCEAN BOULEVARD FROM THE
 DY0388'JUNCTION OF AMERICAN AVENUE, AT THE JUNCTION OF FALCON AVENUE,
 DY0388'IN THE LAWN BETWEEN THE SIDEWALK AND THE EAST CURB OF THE AVENUE,
 DY0388'26.4 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, 3.9 FEET
 DY0388'WEST OF THE WEST EDGE OF THE SIDEWALK, 3.2 FEET EAST OF THE EAST
 DY0388'CURB OF THE AVENUE, 1.5 FEET UNDERGROUND, AND SET IN THE TOP
 DY0388'OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 DY0388'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0388
 DY0388                          STATION RECOVERY (1964)
 DY0388
 DY0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9195 ***********************************************************************
 EW9195  DESIGNATION -  15 CADWR
 EW9195  PID         -  EW9195
 EW9195  STATE/COUNTY-  CA/LOS ANGELES
 EW9195  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9195
 EW9195                         *CURRENT SURVEY CONTROL
 EW9195  ___________________________________________________________________
 EW9195* NAD 83(1986)-  34 38 08.     (N)    118 45 32.     (W)     SCALED    
 EW9195* NAVD 88     -       676.061  (meters)    2218.04   (feet)  READJUSTED
 EW9195  ___________________________________________________________________
 EW9195  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 EW9195  DYNAMIC HT  -         675.290 (meters)    2215.51  (feet)  COMP
 EW9195  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 EW9195
 EW9195  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 EW9195
 EW9195.The horizontal coordinates were scaled from a topographic map and have
 EW9195.an estimated accuracy of +/- 6 seconds.
 EW9195
 EW9195.The orthometric height was determined by differential leveling
 EW9195.and adjusted in February 1993.
 EW9195.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 EW9195.distribution rate of 3.1 thru 4.0 mm/km.
 EW9195.The height was derived from older observations constrained to new
 EW9195.heights in a crustal motion area.  The height is approximate in
 EW9195.relation to other heights in its vicinity.
 EW9195
 EW9195.The geoid height was determined by GEOID03.
 EW9195
 EW9195.The dynamic height is computed by dividing the NAVD 88
 EW9195.geopotential number by the normal gravity value computed on the
 EW9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9195.degrees latitude (g = 980.6199 gals.).
 EW9195
 EW9195.The modeled gravity was interpolated from observed gravity values.
 EW9195
 EW9195;                    North         East    Units  Estimated Accuracy
 EW9195;SPC CA 5     -   626,220.    1,930,420.      MT  (+/- 180 meters Scaled)
 EW9195
 EW9195                          SUPERSEDED SURVEY CONTROL
 EW9195
 EW9195  NGVD 29 (??/??/92)  675.218  (m)         2215.28   (f) ADJ UNCH    1 1
 EW9195
 EW9195.Superseded values are not recommended for survey control.
 EW9195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9195.See file dsdata.txt to determine how the superseded data were derived.
 EW9195
 EW9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU387340(NAD 83)
 EW9195_MARKER: DD = SURVEY DISK
 EW9195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9195_SP_SET: CULVERT
 EW9195_STAMPING: PM 15 1968
 EW9195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9195
 EW9195  HISTORY     - Date     Condition        Report By
 EW9195  HISTORY     - 1968     MONUMENTED
 EW9195  HISTORY     - 1974     GOOD             CA-037
 EW9195  HISTORY     - 1978     GOOD             NGS
 EW9195
 EW9195                          STATION DESCRIPTION
 EW9195
 EW9195'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9195'3.8 MI N FROM CASTAIC.
 EW9195'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9195'OF TEMPLIN HIGHWAY 6.90 MILES ON THE GOLDEN STATE HIGHWAY.  38.5 FEET
 EW9195'SOUTHWEST OF THE CENTER DIVIDER 40 FEET SOUTHWEST OF THE SOUTHWESTERLY
 EW9195'MACADAM CURB.  63.0 FEET SOUTHEAST OF THE SOUTHERLY END OF A CONCRETE
 EW9195'HEADWALL, BY CULVERT MARKER SIGN I 97+71, AND 3.0 FEET NORTHEAST OF A
 EW9195'WITNESS SIGN, UP 6 INCHES ABOVE THE GROUND.
 EW9195
 EW9195                          STATION RECOVERY (1978)
 EW9195
 EW9195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9195'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 6.85 MILES NORTH ALONG
 EW9195'OLD 99 (GOLDEN STATE HIGHWAY) LOCATED AT THE NORTHWEST END OF CUTBANK
 EW9195'WHICH IS COVERED BY WILLOW AND COTTONWOOD TREES, 20 FT. SOUTHWEST OF
 EW9195'THE CENTER LINE OF SOUTH BOUND LANES, 63 FT. SOUTHEAST OF CULVERT
 EW9195'NUMBER 97+71, 4 FT. SOUTHWEST OF ASPHALT CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0651 ***********************************************************************
 EU0651  DESIGNATION -  15 D MWDSC
 EU0651  PID         -  EU0651
 EU0651  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0651  USGS QUAD   -  DANBY LAKE (1983)
 EU0651
 EU0651                         *CURRENT SURVEY CONTROL
 EU0651  ___________________________________________________________________
 EU0651* NAD 83(1986)-  34 08 51.     (N)    115 07 27.     (W)     SCALED    
 EU0651* NAVD 88     -       287.622  (meters)     943.64   (feet)  ADJUSTED  
 EU0651  ___________________________________________________________________
 EU0651  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EU0651  DYNAMIC HT  -         287.309 (meters)     942.61  (feet)  COMP
 EU0651  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 EU0651
 EU0651  VERT ORDER  -  FIRST     CLASS I
 EU0651
 EU0651.The horizontal coordinates were scaled from a topographic map and have
 EU0651.an estimated accuracy of +/- 6 seconds.
 EU0651
 EU0651.The orthometric height was determined by differential leveling
 EU0651.and adjusted in June 1991.
 EU0651
 EU0651.The geoid height was determined by GEOID03.
 EU0651
 EU0651.The dynamic height is computed by dividing the NAVD 88
 EU0651.geopotential number by the normal gravity value computed on the
 EU0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0651.degrees latitude (g = 980.6199 gals.).
 EU0651
 EU0651.The modeled gravity was interpolated from observed gravity values.
 EU0651
 EU0651;                    North         East    Units  Estimated Accuracy
 EU0651;SPC CA 5     -   575,620.    2,265,180.      MT  (+/- 180 meters Scaled)
 EU0651
 EU0651                          SUPERSEDED SURVEY CONTROL
 EU0651
 EU0651  NGVD 29 (??/??/92)  286.964  (m)          941.48   (f) ADJ UNCH    1 1
 EU0651
 EU0651.Superseded values are not recommended for survey control.
 EU0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0651.See file dsdata.txt to determine how the superseded data were derived.
 EU0651
 EU0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT729801(NAD 83)
 EU0651_MARKER: DD = SURVEY DISK
 EU0651_SETTING: 66 = SET IN ROCK OUTCROP
 EU0651_SP_SET: BEDROCK
 EU0651_STAMPING: 15 D 1933
 EU0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0651+STABILITY: POSITION/ELEVATION WELL
 EU0651
 EU0651  HISTORY     - Date     Condition        Report By
 EU0651  HISTORY     - 1933     MONUMENTED       MWDSC
 EU0651  HISTORY     - 1978     GOOD             NGS
 EU0651
 EU0651                          STATION DESCRIPTION
 EU0651
 EU0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0651'0.1 MI SE FROM IRON MOUNTAIN.
 EU0651'0.05 MILES SOUTHEAST ACROSS PAVEMENT FROM THE IRON MOUNTAIN PUMPING
 EU0651'STATION TO THE SOUTHWEST GATE AT THE FOOT OF ROCKY HILL, IN THE EAST
 EU0651'FACE OF THE HILL, 80 FT. SOUTHWEST OF THE CENTER OF A GATE, 80 FT.
 EU0651'WEST OF THE CENTER OF THE ROAD, 57 FT. NORTHWEST OF THE NORTHWEST
 EU0651'CORNER OF A TAN HOUSE, 17.4 FT. SOUTH OF THE WEST END OF A CHAIN LINK
 EU0651'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1014 ***********************************************************************
 HR1014  DESIGNATION -  15 DOR
 HR1014  PID         -  HR1014
 HR1014  STATE/COUNTY-  CA/MONO
 HR1014  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1014
 HR1014                         *CURRENT SURVEY CONTROL
 HR1014  ___________________________________________________________________
 HR1014* NAD 83(1986)-  37 44 08.     (N)    118 58 16.     (W)     SCALED    
 HR1014* NAVD 88     -      2290.560  (meters)    7514.95   (feet)  ADJUSTED  
 HR1014  ___________________________________________________________________
 HR1014  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 HR1014  DYNAMIC HT  -        2287.633 (meters)    7505.34  (feet)  COMP
 HR1014  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 HR1014
 HR1014  VERT ORDER  -  FIRST     CLASS I
 HR1014
 HR1014.The horizontal coordinates were scaled from a topographic map and have
 HR1014.an estimated accuracy of +/- 6 seconds.
 HR1014
 HR1014.The orthometric height was determined by differential leveling
 HR1014.and adjusted in June 1991.
 HR1014
 HR1014.The geoid height was determined by GEOID03.
 HR1014
 HR1014.The dynamic height is computed by dividing the NAVD 88
 HR1014.geopotential number by the normal gravity value computed on the
 HR1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1014.degrees latitude (g = 980.6199 gals.).
 HR1014
 HR1014.The modeled gravity was interpolated from observed gravity values.
 HR1014
 HR1014;                    North         East    Units  Estimated Accuracy
 HR1014;SPC CA 3     -   638,220.    2,134,750.      MT  (+/- 180 meters Scaled)
 HR1014
 HR1014                          SUPERSEDED SURVEY CONTROL
 HR1014
 HR1014.No superseded survey control is available for this station.
 HR1014
 HR1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB263783(NAD 83)
 HR1014_MARKER: DD = SURVEY DISK
 HR1014_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1014+WITH SETTING: INFORMATION.
 HR1014_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR1014_STAMPING: 15 DOR 1975
 HR1014_MARK LOGO: USGS  
 HR1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1014+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR1014
 HR1014  HISTORY     - Date     Condition        Report By
 HR1014  HISTORY     - 1975     MONUMENTED       USGS
 HR1014  HISTORY     - 1985     GOOD             USGS
 HR1014  HISTORY     - 1986     GOOD             NGS
 HR1014  HISTORY     - 1987     GOOD             NGS
 HR1014  HISTORY     - 19881010 GOOD             NGS
 HR1014
 HR1014                          STATION DESCRIPTION
 HR1014
 HR1014'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1014'RECOVERED IN GOOD CONDITION.
 HR1014
 HR1014                          STATION RECOVERY (1986)
 HR1014
 HR1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1014'16.8 KM (10.45 MI) NORTH FROM MAMMOTH LAKES.
 HR1014'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1014'MAMMOTH LAKES, THENCE 11.80 KM (7.33 MI) NORTH ALONG US HIGHWAY 395,
 HR1014'42.4 METERS (139 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.0 METER (3
 HR1014'FT) NORTHWEST OF THE EXTENDED CENTER OF THE OWENS RIVER ROAD, ALSO
 HR1014'11.72 KM (7.28 MI) SOUTH OF JUNE LAKE JUNCTION.  A SHALLOW-SET METAL
 HR1014'ROD ENCASED IN A PIPE FLUSH WITH THE GROUND.
 HR1014'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 HR1014'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HR1014
 HR1014                          STATION RECOVERY (1987)
 HR1014
 HR1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1014'RECOVERED IN GOOD CONDITION.
 HR1014
 HR1014                          STATION RECOVERY (1988)
 HR1014
 HR1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4885 ***********************************************************************
 EW4885  DESIGNATION -  15 F 52 CAHD
 EW4885  PID         -  EW4885
 EW4885  STATE/COUNTY-  CA/LOS ANGELES
 EW4885  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4885
 EW4885                         *CURRENT SURVEY CONTROL
 EW4885  ___________________________________________________________________
 EW4885* NAD 83(1986)-  34 20 55.     (N)    118 32 07.     (W)     SCALED    
 EW4885* NAVD 88     -       473.83   (+/-2cm)    1554.6    (feet)  VERTCON   
 EW4885  ___________________________________________________________________
 EW4885  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4885  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4885
 EW4885.The horizontal coordinates were scaled from a topographic map and have
 EW4885.an estimated accuracy of +/- 6 seconds.
 EW4885
 EW4885.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4885.The vertical order pertains to the NGVD 29 superseded value.
 EW4885
 EW4885.The geoid height was determined by GEOID03.
 EW4885
 EW4885;                    North         East    Units  Estimated Accuracy
 EW4885;SPC CA 5     -   594,260.    1,950,750.      MT  (+/- 180 meters Scaled)
 EW4885
 EW4885                          SUPERSEDED SURVEY CONTROL
 EW4885
 EW4885  NGVD 29 (??/??/92)  472.998  (m)         1551.83   (f) ADJ UNCH    1 1
 EW4885
 EW4885.Superseded values are not recommended for survey control.
 EW4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4885.See file dsdata.txt to determine how the superseded data were derived.
 EW4885
 EW4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU587018(NAD 83)
 EW4885_MARKER: DD = SURVEY DISK
 EW4885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4885+STABILITY: SURFACE MOTION
 EW4885
 EW4885  HISTORY     - Date     Condition        Report By
 EW4885  HISTORY     - UNK      MONUMENTED       CADH
 EW4885  HISTORY     - 1968     GOOD
 EW4885  HISTORY     - 1971     GOOD             CA1980
 EW4885  HISTORY     - 1973     GOOD             CA-037
 EW4885
 EW4885                          STATION DESCRIPTION
 EW4885
 EW4885'DESCRIBED 1968
 EW4885'NEAR NEWHALL.
 EW4885'FORMER GOLDEN STATE HIGHWAY 99 (NOW A FRONTAGE ROAD)-- 3.0 MILES
 EW4885'SOUTHEASTERLY ALONG THE FREEWAY FROM ITS JUNCTION WITH LYONS
 EW4885'AVENUE, 0.90 MILES NORTHERLY FROM CALIFORNIA DIVISION OF HIGHWAYS
 EW4885'BRIDGE NO. 53-1796, 83.2 FEET SOUTHEAST OF POWER POLE NO.
 EW4885'1248742E, 82.4 FEET NORTHEAST OF GUY POLE NO. 1635899E, ON CENTER
 EW4885'LINE CONSTRUCTION STATION 120+38.45 B.C.  SET IN THE TOP OF AN
 EW4885'IRREGULAR CONCRETE POST 8 INCHES BELOW THE GROUND SURFACE.
 EW4885'NOTE-- FORMER HIGHWAY 99 IS NOW NORTHERLY OF AND PARALLEL TO
 EW4885'THE GOLDEN STATE FREEWAY.
 EW4885
 EW4885                          STATION RECOVERY (1971)
 EW4885
 EW4885'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4885'RECOVERED IN GOOD CONDITION.
 EW4885
 EW4885                          STATION RECOVERY (1973)
 EW4885
 EW4885'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4885'GOLDEN STATE FREEWAY, 3.0 MILES SOUTHEASTERLY ALONG THE FREEWAY FROM
 EW4885'ITS JUNCTION WITH LYONS AVENUE, 83.2 FEET SOUTHEAST OF POWER POLE NO.
 EW4885'1248742E, 82.4 FEET NORTHEAST OF GUY POLE NO. 1635899E, ON CENTER LINE
 EW4885'CONSTRUCTION STATION 120+38.45 B.C.  SET IN THE TOP OF AN IRREGULAR
 EW4885'CONCRETE POST 8 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2274 ***********************************************************************
 EV2274  DESIGNATION -  15 FMK
 EV2274  PID         -  EV2274
 EV2274  STATE/COUNTY-  CA/KERN
 EV2274  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2274
 EV2274                         *CURRENT SURVEY CONTROL
 EV2274  ___________________________________________________________________
 EV2274* NAD 83(1986)-  34 59 57.     (N)    117 39 43.     (W)     SCALED    
 EV2274* NAVD 88     -       745.938  (meters)    2447.30   (feet)  ADJUSTED  
 EV2274  ___________________________________________________________________
 EV2274  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2274  DYNAMIC HT  -         745.101 (meters)    2444.55  (feet)  COMP
 EV2274  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 EV2274
 EV2274  VERT ORDER  -  FIRST     CLASS I
 EV2274
 EV2274.The horizontal coordinates were scaled from a topographic map and have
 EV2274.an estimated accuracy of +/- 6 seconds.
 EV2274
 EV2274.The orthometric height was determined by differential leveling
 EV2274.and adjusted in June 1991.
 EV2274.WARNING-Repeat measurements at this control monument indicate possible
 EV2274.vertical movement.
 EV2274
 EV2274.The geoid height was determined by GEOID03.
 EV2274
 EV2274.The dynamic height is computed by dividing the NAVD 88
 EV2274.geopotential number by the normal gravity value computed on the
 EV2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2274.degrees latitude (g = 980.6199 gals.).
 EV2274
 EV2274.The modeled gravity was interpolated from observed gravity values.
 EV2274
 EV2274;                    North         East    Units  Estimated Accuracy
 EV2274;SPC CA 5     -   666,350.    2,030,860.      MT  (+/- 180 meters Scaled)
 EV2274
 EV2274                          SUPERSEDED SURVEY CONTROL
 EV2274
 EV2274  NGVD 29 (??/??/92)  745.141  (m)         2444.68   (f) ADJ UNCH    1 1
 EV2274
 EV2274.Superseded values are not recommended for survey control.
 EV2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2274.See file dsdata.txt to determine how the superseded data were derived.
 EV2274
 EV2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU395731(NAD 83)
 EV2274_MARKER: DD = SURVEY DISK
 EV2274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2274_SP_SET: 15 FEET
 EV2274_STAMPING: 15 FMK 1973
 EV2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2274+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 EV2274
 EV2274  HISTORY     - Date     Condition        Report By
 EV2274  HISTORY     - 1973     MONUMENTED       USGS
 EV2274  HISTORY     - 1974     GOOD             NGS
 EV2274  HISTORY     - 1977     GOOD             NGS
 EV2274  HISTORY     - 20010423 GOOD             CONDOR
 EV2274  HISTORY     - 20070914 GOOD             GEOCAC
 EV2274
 EV2274                          STATION DESCRIPTION
 EV2274
 EV2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2274'0.6 MI W FROM BORON.
 EV2274'0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2274'FROM THE STATION AT BORON, 6 1/2 POLES WEST OF TWO SEMAPHORES,
 EV2274'43.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 43 FEET
 EV2274'NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 1/2 FEET SOUTH OF
 EV2274'TELEPHONE POLE 194-21, 1.2 FEET WEST OF A WITNESS POST, ABOUT
 EV2274'3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER
 EV2274'COATED ROD DRIVEN TO A DEPTH OF 15 FEET.  THE UPPER PORTION OF
 EV2274'THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT
 EV2274'ABOVE THE GROUND.  SECTION 31, T 11N, R 7W
 EV2274
 EV2274                          STATION RECOVERY (1977)
 EV2274
 EV2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2274'RECOVERED IN GOOD CONDITION.
 EV2274
 EV2274                          STATION RECOVERY (2001)
 EV2274
 EV2274'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 EV2274'BORON STA. AND POLE 194-21 NO LONGER EXIST. FROM BORON AVE. SOUTH OF
 EV2274'20 MULE TEAM AVE. 0.72 MI.WEST ALONG DIRT ROAD SOUTH OF TRACKS.
 EV2274'T-POST VISIBLE, WITNESS PADDLE MISSING FROM POST. MONUMENT FOUND FLUSH
 EV2274'IN BRUSH WEST OF T-POST. DELETE REFERENCES TO POLE LINE AND NUMBER,
 EV2274'STATION, AND SEMIPHORES
 EV2274
 EV2274                          STATION RECOVERY (2007)
 EV2274
 EV2274'RECOVERY NOTE BY GEOCACHING 2007 (LH)
 EV2274'DISC OK. PLASTIC SLEEVE BROKEN, WITNESS SIGN MISSING
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1905 ***********************************************************************
 DY1905  DESIGNATION -  15 H RESET 1946
 DY1905  PID         -  DY1905
 DY1905  STATE/COUNTY-  CA/LOS ANGELES
 DY1905  USGS QUAD   -  TORRANCE (1981)
 DY1905
 DY1905                         *CURRENT SURVEY CONTROL
 DY1905  ___________________________________________________________________
 DY1905* NAD 83(1986)-  33 48 58.     (N)    118 17 53.     (W)     SCALED    
 DY1905* NAVD 88     -        17.49   (+/-2cm)      57.4    (feet)  VERTCON   
 DY1905  ___________________________________________________________________
 DY1905  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1905  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1905
 DY1905.The horizontal coordinates were scaled from a topographic map and have
 DY1905.an estimated accuracy of +/- 6 seconds.
 DY1905
 DY1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1905.The vertical order pertains to the NGVD 29 superseded value.
 DY1905
 DY1905.The geoid height was determined by GEOID03.
 DY1905
 DY1905;                    North         East    Units  Estimated Accuracy
 DY1905;SPC CA 5     -   535,110.    1,972,400.      MT  (+/- 180 meters Scaled)
 DY1905
 DY1905                          SUPERSEDED SURVEY CONTROL
 DY1905
 DY1905  NGVD 29 (??/??/92)   16.73   (m)           54.9    (f) COMPUTED    1 2
 DY1905
 DY1905.Superseded values are not recommended for survey control.
 DY1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1905.See file dsdata.txt to determine how the superseded data were derived.
 DY1905
 DY1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798425(NAD 83)
 DY1905_MARKER: DD = SURVEY DISK
 DY1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1905_STAMPING: RESET 1946 15 H 55.63
 DY1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1905+STABILITY: SURFACE MOTION
 DY1905
 DY1905  HISTORY     - Date     Condition        Report By
 DY1905  HISTORY     - 1946     MONUMENTED       CA1980
 DY1905  HISTORY     - 1946     GOOD             NGS
 DY1905  HISTORY     - 1961     GOOD             CA1980
 DY1905
 DY1905                          STATION DESCRIPTION
 DY1905
 DY1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1905'2.2 MI SE FROM TORRANCE.
 DY1905'1.1 MILE EAST ALONG CARSON STREET FROM CROSSING OF ARLINGTON
 DY1905'AVENUE AT TORRANCE, THENCE 1.1 MILE SOUTH ALONG NORMANDIE AVENUE,
 DY1905'APPROXIMATELY 915.0 FEET NORTH OF SEPULVEDA BOULEVARD, 2.2 FEET
 DY1905'WEST OF THE WEST CURB OF NORMANDIE AVENUE, 20.7 FEET EAST OF THE
 DY1905'EAST RAIL OF THE PACIFIC ELECTRIC RAILWAY, 25.7 FEET NORTH OF
 DY1905'POWER POLE NO. 279372-E, PROJECTS 0.2 FOOT ABOVE THE CURB.  A
 DY1905'CITY OF LOS ANGELES STANDARD DISK, STAMPED RESET 1946 15 H 55.63
 DY1905'AND SET IN THE TOP OF A CONCRETE POST.
 DY1905
 DY1905                          STATION RECOVERY (1961)
 DY1905
 DY1905'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 DY1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0364 ***********************************************************************
 DX0364  DESIGNATION -  15 JRH
 DX0364  PID         -  DX0364
 DX0364  STATE/COUNTY-  CA/SAN DIEGO
 DX0364  USGS QUAD   -  BORREGO SINK (1959)
 DX0364
 DX0364                         *CURRENT SURVEY CONTROL
 DX0364  ___________________________________________________________________
 DX0364* NAD 83(1986)-  33 13 15.     (N)    116 20 07.     (W)     SCALED    
 DX0364* NAVD 88     -       153.923  (meters)     505.00   (feet)  ADJUSTED  
 DX0364  ___________________________________________________________________
 DX0364  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DX0364  DYNAMIC HT  -         153.744 (meters)     504.41  (feet)  COMP
 DX0364  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 DX0364
 DX0364  VERT ORDER  -  THIRD
 DX0364
 DX0364.The horizontal coordinates were scaled from a topographic map and have
 DX0364.an estimated accuracy of +/- 6 seconds.
 DX0364
 DX0364.The orthometric height was determined by differential leveling
 DX0364.and adjusted in May 2000.
 DX0364.No vertical observational check was made to the station.
 DX0364
 DX0364.The geoid height was determined by GEOID03.
 DX0364
 DX0364.The dynamic height is computed by dividing the NAVD 88
 DX0364.geopotential number by the normal gravity value computed on the
 DX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0364.degrees latitude (g = 980.6199 gals.).
 DX0364
 DX0364.The modeled gravity was interpolated from observed gravity values.
 DX0364
 DX0364;                    North         East    Units  Estimated Accuracy
 DX0364;SPC CA 6     -   616,910.    1,992,050.      MT  (+/- 180 meters Scaled)
 DX0364
 DX0364                          SUPERSEDED SURVEY CONTROL
 DX0364
 DX0364  NAVD 88 (02/01/93)  153.923  (m)          505.00   (f) UNKNOWN     3 0
 DX0364  NGVD 29 (??/??/92)  153.239  (m)          502.75   (f) ADJ UNCH    1 1
 DX0364
 DX0364.Superseded values are not recommended for survey control.
 DX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0364.See file dsdata.txt to determine how the superseded data were derived.
 DX0364
 DX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS619759(NAD 83)
 DX0364_MARKER: DB = BENCH MARK DISK
 DX0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0364_STAMPING: 15 JRH 1957 503 ELV 502.685
 DX0364_MARK LOGO: USGS  
 DX0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0364+STABILITY: SURFACE MOTION
 DX0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0364+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 DX0364
 DX0364  HISTORY     - Date     Condition        Report By
 DX0364  HISTORY     - 1957     MONUMENTED       USGS
 DX0364  HISTORY     - 1968     GOOD             CA-073
 DX0364  HISTORY     - 1970     GOOD             CA-073
 DX0364  HISTORY     - 1978     GOOD             NGS
 DX0364  HISTORY     - 19950330 GOOD             USPSQD
 DX0364  HISTORY     - 19950628 GOOD             CADT
 DX0364
 DX0364                          STATION DESCRIPTION
 DX0364
 DX0364'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0364'3.1 MI S FROM BORREGO SPRINGS.
 DX0364'3.1 MILES SOUTH OF BORREGO SCHOOL AT ROAD FORKS N, 200 FEET NW
 DX0364'ROAD FORKS, 37 FEET N OF CENTERLINE MAIN ROAD, 3 FEET N WOOD
 DX0364'POWER POLE, SSM IN 5 INCH CONCRETE POST STAMPED 15 JRH 1957 503
 DX0364'ELV 502.685.  T11S R6E 15.
 DX0364
 DX0364                          STATION RECOVERY (1970)
 DX0364
 DX0364'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0364'RECOVERED IN GOOD CONDITION.
 DX0364
 DX0364                          STATION RECOVERY (1978)
 DX0364
 DX0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0364'2.4 MILES SOUTH ALONG BORREGO VALLEY ROAD FROM THE BORREGO ELEMENTARY
 DX0364'SCHOOL, THENCE 0.8 MILE EAST ALONG RANGO WAY, 0.1 MILE EAST OF THE
 DX0364'ENTRANCE TO THE SAN DIEGO COUNTY DEPARTMENT OF TRANSPORTATION
 DX0364'MAINTENANCE YARD, 37.0 FT. NORTH OF THE CENTER LINE OF THE ROAD, 185
 DX0364'FT. WEST OF THE CENTER LINE OF THE Y-JUNCTION OF A ROAD LEADING NORTH
 DX0364'3.5 FT. WEST OF POWER POLE VJP477117.
 DX0364
 DX0364                          STATION RECOVERY (1995)
 DX0364
 DX0364'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0364'RECOVERED IN GOOD CONDITION.
 DX0364
 DX0364                          STATION RECOVERY (1995)
 DX0364
 DX0364'RECOVERY NOTE BY CALTRANS 1995 (ATD)
 DX0364'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL
 DX0364'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3715 ***********************************************************************
 EV3715  DESIGNATION -  15 RT CL IMP 185+32.69 BC
 EV3715  PID         -  EV3715
 EV3715  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3715  USGS QUAD   -  CAJON (1996)
 EV3715
 EV3715                         *CURRENT SURVEY CONTROL
 EV3715  ___________________________________________________________________
 EV3715* NAD 83(1992)-  34 15 03.66072(N)    117 26 42.61426(W)     ADJUSTED  
 EV3715* NAVD 88     -       839.2    (meters)    2753.     (feet)  VERTCON   
 EV3715  ___________________________________________________________________
 EV3715  EPOCH DATE  -        1991.35
 EV3715  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EV3715  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EV3715  HORZ ORDER  -  SECOND
 EV3715
 EV3715.The horizontal coordinates were established by classical geodetic methods
 EV3715.and adjusted by the National Geodetic Survey in June 1996.
 EV3715.The horizontal coordinates are valid at the epoch date displayed above.
 EV3715.The epoch date for horizontal control is a decimal equivalence
 EV3715.of Year/Month/Day.
 EV3715
 EV3715.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3715
 EV3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV3715
 EV3715.The geoid height was determined by GEOID03.
 EV3715
 EV3715;                    North         East     Units Scale Factor Converg.
 EV3715;SPC CA 5     -   583,447.690 2,051,104.223   MT  0.99995996   +0 18 58.5
 EV3715;SPC CA 5     - 1,914,194.63  6,729,331.10   sFT  0.99995996   +0 18 58.5
 EV3715;UTM  11      - 3,790,078.422   459,010.624   MT  0.99962071   -0 15 02.0
 EV3715
 EV3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV3715!SPC CA 5     -   0.99987329  x   0.99995996  =   0.99983325
 EV3715!UTM  11      -   0.99987329  x   0.99962071  =   0.99949405
 EV3715
 EV3715                          SUPERSEDED SURVEY CONTROL
 EV3715
 EV3715  NAD 83(1986)-  34 15 03.66178(N)    117 26 42.61867(W) AD(1984.00) 2
 EV3715  NAD 27      -  34 15 03.63441(N)    117 26 39.43989(W) AD(       ) 2
 EV3715  NGVD 29 (07/19/86)  838.4    (m)         2751.     (f) VERT ANG    3  
 EV3715
 EV3715.Superseded values are not recommended for survey control.
 EV3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3715.See file dsdata.txt to determine how the superseded data were derived.
 EV3715
 EV3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5901190078(NAD 83)
 EV3715_MARKER: Z = SEE DESCRIPTION
 EV3715_SETTING: 0 = UNSPECIFIED SETTING
 EV3715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3715
 EV3715  HISTORY     - Date     Condition        Report By
 EV3715  HISTORY     - 1975     MONUMENTED       CADT
 EV3715
 EV3715                          STATION DESCRIPTION
 EV3715
 EV3715'DESCRIBED BY CALTRANS 1975 (RH)
 EV3715'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION KEN (CADT)
 EV3715'
 EV3715'STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF DEVORE, 1.5 MILES
 EV3715'NORTHWEST OF KENWOOD AVENUE IN THE MEDIAN OF INTERSTATE 15.
 EV3715'
 EV3715'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 15 AND
 EV3715'KENWOOD AVENUE, ABOUT 11 MILES NORTHWEST OF SAN BERNARDINO, GO
 EV3715'NORTH ON INTERSTATE 15 FOR 1.5 MILES TO STATION IN THE MEDIAN
 EV3715'AT THE BEGINNING OF GUARD RAIL.
 EV3715'
 EV3715'STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2 IN DISK IN CONCRETE
 EV3715'AND STAMPED 15 FT RT CL IMP 185+32.69 BC, IS 53 FT EAST OF EDGE
 EV3715'OF CONCRETE SOUTH BOUND LANES, 34 FT WEST OF EDGE OF CONCRETE
 EV3715'NORTH BOUND LANES, 1.5 FT EAST OF MEDIAN GUARD RAIL AND 0.5 FT
 EV3715'BELOW GROUND LEVEL.
 EV3715'
 EV3715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0914 ***********************************************************************
 KT0914  DESIGNATION -  15 S USGS
 KT0914  PID         -  KT0914
 KT0914  STATE/COUNTY-  CA/MENDOCINO
 KT0914  USGS QUAD   -  DOS RIOS (1994)
 KT0914
 KT0914                         *CURRENT SURVEY CONTROL
 KT0914  ___________________________________________________________________
 KT0914* NAD 83(1986)-  39 42 50.     (N)    123 16 08.     (W)     SCALED    
 KT0914* NAVD 88     -       537.37   (+/-2cm)    1763.0    (feet)  VERTCON   
 KT0914  ___________________________________________________________________
 KT0914  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 KT0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0914
 KT0914.The horizontal coordinates were scaled from a topographic map and have
 KT0914.an estimated accuracy of +/- 6 seconds.
 KT0914
 KT0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0914.The vertical order pertains to the NGVD 29 superseded value.
 KT0914
 KT0914.The geoid height was determined by GEOID03.
 KT0914
 KT0914;                    North         East    Units  Estimated Accuracy
 KT0914;SPC CA 2     -   728,020.    1,891,200.      MT  (+/- 180 meters Scaled)
 KT0914
 KT0914                          SUPERSEDED SURVEY CONTROL
 KT0914
 KT0914  NGVD 29 (??/??/92)  536.444  (m)         1759.98   (f) ADJ UNCH    2 0
 KT0914
 KT0914.Superseded values are not recommended for survey control.
 KT0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0914.See file dsdata.txt to determine how the superseded data were derived.
 KT0914
 KT0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ769960(NAD 83)
 KT0914_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0914_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0914_STAMPING: 15 S 1924
 KT0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0914
 KT0914  HISTORY     - Date     Condition        Report By
 KT0914  HISTORY     - 1924     MONUMENTED       USGS
 KT0914  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT0914  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0914
 KT0914                          STATION DESCRIPTION
 KT0914
 KT0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0914'6.7 MI E FROM DOS RIOS.
 KT0914'6.7 MILES EAST ALONG THE COVELO ROAD FROM THE NORTHWESTERN PACIFIC
 KT0914'RAILROAD STATION AT DOS RIOS, MENDOCINO COUNTY, 35 FEET SOUTHWEST
 KT0914'OF A WOODEN BRIDGE, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KT0914'ROAD, 8 FEET SOUTHEAST OF A LINE OF TELEPHONE POLES, AND NEAR
 KT0914'A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 KT0914'STANDARD CAP, STAMPED 15 S 1924 AND RIVETED ON THE TOP OF A
 KT0914'3-1/2-INCH IRON PIPE.
 KT0914
 KT0914                          STATION RECOVERY (1966)
 KT0914
 KT0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1038 ***********************************************************************
 JT1038  DESIGNATION -  15 TKM USGS
 JT1038  PID         -  JT1038
 JT1038  STATE/COUNTY-  CA/LAKE
 JT1038  USGS QUAD   -  LOWER LAKE (1993)
 JT1038
 JT1038                         *CURRENT SURVEY CONTROL
 JT1038  ___________________________________________________________________
 JT1038* NAD 83(1986)-  38 54 30.     (N)    122 34 51.     (W)     SCALED    
 JT1038* NAVD 88     -       423.45   (+/-2cm)    1389.3    (feet)  VERTCON   
 JT1038  ___________________________________________________________________
 JT1038  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JT1038  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1038
 JT1038.The horizontal coordinates were scaled from a topographic map and have
 JT1038.an estimated accuracy of +/- 6 seconds.
 JT1038
 JT1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1038.The vertical order pertains to the NGVD 29 superseded value.
 JT1038
 JT1038.The geoid height was determined by GEOID03.
 JT1038
 JT1038;                    North         East    Units  Estimated Accuracy
 JT1038;SPC CA 2     -   637,990.    1,949,620.      MT  (+/- 180 meters Scaled)
 JT1038
 JT1038                          SUPERSEDED SURVEY CONTROL
 JT1038
 JT1038  NGVD 29 (??/??/92)  422.60   (m)         1386.5    (f) COMPUTED    1 2
 JT1038
 JT1038.Superseded values are not recommended for survey control.
 JT1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1038.See file dsdata.txt to determine how the superseded data were derived.
 JT1038
 JT1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ363066(NAD 83)
 JT1038_MARKER: DD = SURVEY DISK
 JT1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1038_STAMPING: 15 TKM 1942 1386
 JT1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1038+STABILITY: SURFACE MOTION
 JT1038
 JT1038  HISTORY     - Date     Condition        Report By
 JT1038  HISTORY     - 1942     MONUMENTED       USGS
 JT1038  HISTORY     - 1966     GOOD             NGS
 JT1038  HISTORY     - 1973     GOOD             NGS
 JT1038
 JT1038                          STATION DESCRIPTION
 JT1038
 JT1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT1038'1.6 MI E FROM LOWER LAKE.
 JT1038'1.6 MILES EAST ALONG MORGAN VALLEY ROAD FROM THE POST OFFICE
 JT1038'AT LOWER LAKE, 0.05 MILE EAST OF THE JUNCTION OF A DRIVEWAY NORTH
 JT1038'TO A HOUSE, AT THE CREST OF A SMALL HILL, 27 FEET NORTH OF THE
 JT1038'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A SMALL FORKED OAK TREE
 JT1038'BEING USED FOR A FENCE CORNER POST, 1.3 FEET WEST OF A WITNESS
 JT1038'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 JT1038'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JT1038
 JT1038                          STATION RECOVERY (1973)
 JT1038
 JT1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1201 ***********************************************************************
 DC1201  DESIGNATION -  15 USE
 DC1201  PID         -  DC1201
 DC1201  STATE/COUNTY-  CA/SAN DIEGO
 DC1201  USGS QUAD   -  DEL MAR (1975)
 DC1201
 DC1201                         *CURRENT SURVEY CONTROL
 DC1201  ___________________________________________________________________
 DC1201* NAD 83(1986)-  32 52 33.     (N)    117 08 04.     (W)     SCALED    
 DC1201* NAVD 88     -       137.52   (+/-2cm)     451.2    (feet)  VERTCON   
 DC1201  ___________________________________________________________________
 DC1201  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DC1201  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1201
 DC1201.The horizontal coordinates were scaled from a topographic map and have
 DC1201.an estimated accuracy of +/- 6 seconds.
 DC1201
 DC1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1201.The vertical order pertains to the NGVD 29 superseded value.
 DC1201
 DC1201.The geoid height was determined by GEOID03.
 DC1201
 DC1201;                    North         East    Units  Estimated Accuracy
 DC1201;SPC CA 6     -   579,000.    1,917,230.      MT  (+/- 180 meters Scaled)
 DC1201
 DC1201                          SUPERSEDED SURVEY CONTROL
 DC1201
 DC1201  NGVD 29 (??/??/??)  136.875  (m)          449.06   (f) ADJUSTED    1 2
 DC1201
 DC1201.Superseded values are not recommended for survey control.
 DC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1201.See file dsdata.txt to determine how the superseded data were derived.
 DC1201
 DC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS874375(NAD 83)
 DC1201_MARKER: S = SPIKE
 DC1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1201_SP_SET: POWER POLE BASE
 DC1201_STAMPING: BM NO 15 EL 452.58
 DC1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1201
 DC1201  HISTORY     - Date     Condition        Report By
 DC1201  HISTORY     - UNK      MONUMENTED       DOD
 DC1201  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1201
 DC1201                          STATION DESCRIPTION
 DC1201
 DC1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1201'AT MIRAMAR NAAS.
 DC1201'0.5 MILE SOUTH OF THE NORTH GATE, AT THE FIRST STREET
 DC1201'INTERSECTION, 26.5 FEET NORTH OF THE CENTERLINE OF THE
 DC1201'EAST-AND-WEST STREET, 20 FEET WEST OF THE CENTERLINE OF THE
 DC1201'NORTH-AND-SOUTH STREET, IN THE EAST BASE OF THE NINTH POWER POLE
 DC1201'SOUTH OF THE NORTH GATE, 0.6 FOOT ABOVE GROUND LEVEL, AND BELOW
 DC1201'AN ALUMINUM PLATE, STAMPED BM NO 15 EL 452.58.  NOTE-- THE POWER
 DC1201'LINE POLES HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0389 ***********************************************************************
 JT0389  DESIGNATION -  15 USE
 JT0389  PID         -  JT0389
 JT0389  STATE/COUNTY-  CA/CONTRA COSTA
 JT0389  USGS QUAD   -  VINE HILL (1980)
 JT0389
 JT0389                         *CURRENT SURVEY CONTROL
 JT0389  ___________________________________________________________________
 JT0389* NAD 83(1986)-  38 03 20.     (N)    122 02 21.     (W)     SCALED    
 JT0389* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 JT0389  ___________________________________________________________________
 JT0389  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JT0389  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0389
 JT0389.The horizontal coordinates were scaled from a topographic map and have
 JT0389.an estimated accuracy of +/- 6 seconds.
 JT0389
 JT0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0389.The vertical order pertains to the NGVD 29 superseded value.
 JT0389
 JT0389.The geoid height was determined by GEOID03.
 JT0389
 JT0389;                    North         East    Units  Estimated Accuracy
 JT0389;SPC CA 3     -   673,750.    1,864,930.      MT  (+/- 180 meters Scaled)
 JT0389
 JT0389                          SUPERSEDED SURVEY CONTROL
 JT0389
 JT0389  NGVD 29 (??/??/92)    2.97   (m)            9.7    (f) COMPUTED    1 2
 JT0389
 JT0389.Superseded values are not recommended for survey control.
 JT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0389.See file dsdata.txt to determine how the superseded data were derived.
 JT0389
 JT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH842124(NAD 83)
 JT0389_MARKER: P = PIPE CAP
 JT0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0389
 JT0389  HISTORY     - Date     Condition        Report By
 JT0389  HISTORY     - UNK      MONUMENTED       DOD
 JT0389  HISTORY     - 1956     GOOD             NGS
 JT0389  HISTORY     - 1962     GOOD             NGS
 JT0389
 JT0389                          STATION DESCRIPTION
 JT0389
 JT0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JT0389'AT PORT CHICAGO.
 JT0389'AT PORT CHICAGO, IN R2W T2N S6, AT THE U.S. NAVAL MAGAZINE,
 JT0389'0.85 MILE NORTHWEST ALONG JOHNSON ROAD FROM GATE 16, AT THE
 JT0389'NORTHWEST END OF THE ROAD, 34 FEET SOUTHWEST OF THE CENTER
 JT0389'LINE OF THE ROAD, 22.3 FEET SOUTH OF THE SOUTH CORNER OF A BARGE
 JT0389'PIER, 15.6 FEET NORTHWEST OF A FENCE AROUND BUILDING A-5, 0.4
 JT0389'FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL FRAME BUILDING,
 JT0389'AND SCREWED ON TOP OF A 1 1/4-INCH GALVANIZED IRON PIPE WHICH
 JT0389'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JT0389
 JT0389                          STATION RECOVERY (1962)
 JT0389
 JT0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JT0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3416 ***********************************************************************
 HS3416  TIDAL BM    -  This is a Tidal Bench Mark.
 HS3416  DESIGNATION -  15 USE
 HS3416  PID         -  HS3416
 HS3416  STATE/COUNTY-  CA/CONTRA COSTA
 HS3416  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3416
 HS3416                         *CURRENT SURVEY CONTROL
 HS3416  ___________________________________________________________________
 HS3416* NAD 83(1986)-  37 56 23.     (N)    121 33 35.     (W)     SCALED    
 HS3416* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 HS3416  ___________________________________________________________________
 HS3416  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HS3416  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3416
 HS3416.The horizontal coordinates were scaled from a topographic map and have
 HS3416.an estimated accuracy of +/- 6 seconds.
 HS3416
 HS3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3416.The vertical order pertains to the NGVD 29 superseded value.
 HS3416
 HS3416.This Tidal Bench Mark is designated as VM 11856
 HS3416.by the Center for Operational Oceanographic Products and Services.
 HS3416
 HS3416.The geoid height was determined by GEOID03.
 HS3416
 HS3416;                    North         East    Units  Estimated Accuracy
 HS3416;SPC CA 3     -   660,310.    1,906,850.      MT  (+/- 180 meters Scaled)
 HS3416
 HS3416                          SUPERSEDED SURVEY CONTROL
 HS3416
 HS3416  NGVD 29 (??/??/92)    3.91   (m)           12.8    (f) COMPUTED    1 2
 HS3416
 HS3416.Superseded values are not recommended for survey control.
 HS3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3416.See file dsdata.txt to determine how the superseded data were derived.
 HS3416
 HS3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH265001(NAD 83)
 HS3416_MARKER: B = BOLT
 HS3416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3416_SP_SET: PIER
 HS3416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3416
 HS3416  HISTORY     - Date     Condition        Report By
 HS3416  HISTORY     - UNK      MONUMENTED       DOD
 HS3416  HISTORY     - 1957     GOOD             NGS
 HS3416  HISTORY     - 1963     GOOD             NGS
 HS3416
 HS3416                          STATION DESCRIPTION
 HS3416
 HS3416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3416'AT ORWOOD.
 HS3416'AT ORWOOD, AT THE SOUTHEAST CORNER OF PALM TRACT, AT THE WEST
 HS3416'END OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY DRAWBRIDGE
 HS3416'OVER OLD RIVER, IN THE TOP OF THE NORTHEAST CORNER OF THE WEST
 HS3416'CONCRETE PIER OF THE DRAW SPAN, 8.7 FEET NORTH OF THE NORTH
 HS3416'RAIL, 2.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL
 HS3416'PLLATE, AND ABOUT 4 1/2 FEET LOWER THAN THE TRACK.
 HS3416
 HS3416                          STATION RECOVERY (1963)
 HS3416
 HS3416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1343 ***********************************************************************
 DY1343  DESIGNATION -  15 USGS
 DY1343  PID         -  DY1343
 DY1343  STATE/COUNTY-  CA/LOS ANGELES
 DY1343  USGS QUAD   -  VENICE (1981)
 DY1343
 DY1343                         *CURRENT SURVEY CONTROL
 DY1343  ___________________________________________________________________
 DY1343* NAD 83(1986)-  33 57 39.     (N)    118 22 37.     (W)     SCALED    
 DY1343* NAVD 88     -        32.04   (+/-2cm)     105.1    (feet)  VERTCON   
 DY1343  ___________________________________________________________________
 DY1343  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1343  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1343
 DY1343.The horizontal coordinates were scaled from a topographic map and have
 DY1343.an estimated accuracy of +/- 6 seconds.
 DY1343
 DY1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1343.The vertical order pertains to the NGVD 29 superseded value.
 DY1343
 DY1343.The geoid height was determined by GEOID03.
 DY1343
 DY1343;                    North         East    Units  Estimated Accuracy
 DY1343;SPC CA 5     -   551,180.    1,965,160.      MT  (+/- 180 meters Scaled)
 DY1343
 DY1343                          SUPERSEDED SURVEY CONTROL
 DY1343
 DY1343  NGVD 29 (??/??/92)   31.289  (m)          102.65   (f) ADJ UNCH    1 2
 DY1343
 DY1343.Superseded values are not recommended for survey control.
 DY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1343.See file dsdata.txt to determine how the superseded data were derived.
 DY1343
 DY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727586(NAD 83)
 DY1343_MARKER: DD = SURVEY DISK
 DY1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1343_STAMPING: 15 1922
 DY1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1343+STABILITY: SURFACE MOTION
 DY1343
 DY1343  HISTORY     - Date     Condition        Report By
 DY1343  HISTORY     - 1922     MONUMENTED       USGS
 DY1343  HISTORY     - 1964     GOOD             NGS
 DY1343  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY1343
 DY1343                          STATION DESCRIPTION
 DY1343
 DY1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1343'AT INGLEWOOD.
 DY1343'AT INGLEWOOD, LOS ANGELES COUNTY, ON THE ATCHISON, TOPEKA AND
 DY1343'SANTA FE RAILWAY, 149.3 FEET NORTH OF THE CENTERLINE OF WEST
 DY1343'MANCHESTER AVENUE, 42.3 FEET WEST OF THE PROLONGATION TO THE
 DY1343'NORTH OF THE CENTERLINE OF REDONDO BOULEVARD, 25.1 FEET EAST OF
 DY1343'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 DY1343'TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DY1343'DISK, STAMPED 15 1922 AND SET IN THE TOP OF A CONCRETE POST.
 DY1343
 DY1343                          STATION RECOVERY (1964)
 DY1343
 DY1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1466 ***********************************************************************
 JS1466  DESIGNATION -  15 USGS
 JS1466  PID         -  JS1466
 JS1466  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1466  USGS QUAD   -  LOCKEFORD (1993)
 JS1466
 JS1466                         *CURRENT SURVEY CONTROL
 JS1466  ___________________________________________________________________
 JS1466* NAD 83(1986)-  38 14 06.     (N)    121 10 17.     (W)     SCALED    
 JS1466* NAVD 88     -        32.83   (+/-2cm)     107.7    (feet)  VERTCON   
 JS1466  ___________________________________________________________________
 JS1466  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JS1466  VERT ORDER  -  THIRD (See Below)
 JS1466
 JS1466.The horizontal coordinates were scaled from a topographic map and have
 JS1466.an estimated accuracy of +/- 6 seconds.
 JS1466
 JS1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1466.The vertical order pertains to the NGVD 29 superseded value.
 JS1466
 JS1466.The geoid height was determined by GEOID03.
 JS1466
 JS1466;                    North         East    Units  Estimated Accuracy
 JS1466;SPC CA 3     -   692,770.    1,941,220.      MT  (+/- 180 meters Scaled)
 JS1466
 JS1466                          SUPERSEDED SURVEY CONTROL
 JS1466
 JS1466  NGVD 29 (??/??/??)   32.12   (m)          105.4    (f) RESET       3  
 JS1466
 JS1466.Superseded values are not recommended for survey control.
 JS1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1466.See file dsdata.txt to determine how the superseded data were derived.
 JS1466
 JS1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH600334(NAD 83)
 JS1466_MARKER: P = PIPE CAP
 JS1466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1466_STAMPING: 15 B 105 1907
 JS1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1466
 JS1466  HISTORY     - Date     Condition        Report By
 JS1466  HISTORY     - 1907     MONUMENTED       USGS
 JS1466  HISTORY     - 1962     GOOD             NGS
 JS1466
 JS1466                          STATION DESCRIPTION
 JS1466
 JS1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JS1466'5.3 MI N FROM LOCKEFORD.
 JS1466'5.3 MILES NORTH ALONG ELLIOT ROAD FROM THE JUNCTION OF STATE
 JS1466'HIGHWAY 88 AT LOCKEFORD, 51 FEET NORTHEAST OF THE CENTER OF THE
 JS1466'INTERSECTION OF LIBERTY ROAD, 36 FEET EAST OF THE CENTER
 JS1466'LINE OF ELLIOT ROAD, 38 FEET NORTH OF THE CENTER LINE OF LIBERTY
 JS1466'ROAD, 2.5 FEET WEST OF THE SOUTHWEST CORNER OF A PUMP HOUSE, ABOUT
 JS1466'3 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3-INCH
 JS1466'IRON PIPE PROJECTING 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1630 ***********************************************************************
 EW1630  DESIGNATION -  15 W C OF LA
 EW1630  PID         -  EW1630
 EW1630  STATE/COUNTY-  CA/LOS ANGELES
 EW1630  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1630
 EW1630                         *CURRENT SURVEY CONTROL
 EW1630  ___________________________________________________________________
 EW1630* NAD 83(1986)-  34 01 43.     (N)    118 23 20.     (W)     SCALED    
 EW1630* NAVD 88     -        32.49   (+/-2cm)     106.6    (feet)  VERTCON   
 EW1630  ___________________________________________________________________
 EW1630  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 EW1630  VERT ORDER  -  THIRD (See Below)
 EW1630
 EW1630.The horizontal coordinates were scaled from a topographic map and have
 EW1630.an estimated accuracy of +/- 6 seconds.
 EW1630
 EW1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1630.The vertical order pertains to the NGVD 29 superseded value.
 EW1630
 EW1630.The geoid height was determined by GEOID03.
 EW1630
 EW1630;                    North         East    Units  Estimated Accuracy
 EW1630;SPC CA 5     -   558,710.    1,964,090.      MT  (+/- 180 meters Scaled)
 EW1630
 EW1630                          SUPERSEDED SURVEY CONTROL
 EW1630
 EW1630  NGVD 29 (??/??/??)   31.73   (m)          104.1    (f) RESET       3  
 EW1630
 EW1630.Superseded values are not recommended for survey control.
 EW1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1630.See file dsdata.txt to determine how the superseded data were derived.
 EW1630
 EW1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717661(NAD 83)
 EW1630_MARKER: DD = SURVEY DISK
 EW1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1630_STAMPING: 15-W 104.51
 EW1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1630+STABILITY: SURFACE MOTION
 EW1630
 EW1630  HISTORY     - Date     Condition        Report By
 EW1630  HISTORY     - UNK      MONUMENTED       CA1980
 EW1630  HISTORY     - 1945     GOOD             NGS
 EW1630  HISTORY     - 1964     GOOD             NGS
 EW1630
 EW1630                          STATION DESCRIPTION
 EW1630
 EW1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1630'AT LOS ANGELES.
 EW1630'AT LOS ANGELES AT THE INTERSECTION OF VENICE BOULEVARD AND IVY
 EW1630'STREET, 14.9 FEET NORTHEAST OF THE NORTHEAST CURBLINE OF IVY
 EW1630'STREET AND 2.2 FEET NORTHWEST OF THE NORTHWEST CURB OF VENICE
 EW1630'BOULEVARD.  MONUMENT IS ABOUT 0.2 FOOT BELOW GROUND LEVEL AND
 EW1630'ABOUT THE SAME HEIGHT AS THE CURB.  A CITY OF LOS ANGELES
 EW1630'STANDARD DISK, STAMPED 15 W 104.51 AND SET IN THE TOP OF A
 EW1630'CONCRETE POST.
 EW1630
 EW1630                          STATION RECOVERY (1964)
 EW1630
 EW1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0204 ***********************************************************************
 JT0204  DESIGNATION -  15.623
 JT0204  PID         -  JT0204
 JT0204  STATE/COUNTY-  CA/SOLANO
 JT0204  USGS QUAD   -  FAIRFIELD SOUTH (1980)
 JT0204
 JT0204                         *CURRENT SURVEY CONTROL
 JT0204  ___________________________________________________________________
 JT0204* NAD 83(1986)-  38 14 57.     (N)    122 02 25.     (W)     SCALED    
 JT0204* NAVD 88     -         5.512  (meters)      18.08   (feet)  ADJUSTED  
 JT0204  ___________________________________________________________________
 JT0204  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JT0204  DYNAMIC HT  -           5.509 (meters)      18.07  (feet)  COMP
 JT0204  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JT0204
 JT0204  VERT ORDER  -  FIRST     CLASS I
 JT0204
 JT0204.The horizontal coordinates were scaled from a topographic map and have
 JT0204.an estimated accuracy of +/- 6 seconds.
 JT0204
 JT0204.The orthometric height was determined by differential leveling
 JT0204.and adjusted in June 1991.
 JT0204
 JT0204.The geoid height was determined by GEOID03.
 JT0204
 JT0204.The dynamic height is computed by dividing the NAVD 88
 JT0204.geopotential number by the normal gravity value computed on the
 JT0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0204.degrees latitude (g = 980.6199 gals.).
 JT0204
 JT0204.The modeled gravity was interpolated from observed gravity values.
 JT0204
 JT0204;                    North         East    Units  Estimated Accuracy
 JT0204;SPC CA 2     -   564,660.    1,996,470.      MT  (+/- 180 meters Scaled)
 JT0204
 JT0204                          SUPERSEDED SURVEY CONTROL
 JT0204
 JT0204  NGVD 29 (??/??/92)    4.720  (m)           15.49   (f) ADJ UNCH    1 1
 JT0204
 JT0204.Superseded values are not recommended for survey control.
 JT0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0204.See file dsdata.txt to determine how the superseded data were derived.
 JT0204
 JT0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH839338(NAD 83)
 JT0204_MARKER: DD = SURVEY DISK
 JT0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0204_SP_SET: BUILDING
 JT0204_STAMPING: 15.623
 JT0204_MARK LOGO: USGS  
 JT0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0204+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 JT0204
 JT0204  HISTORY     - Date     Condition        Report By
 JT0204  HISTORY     - UNK      MONUMENTED       USGS
 JT0204  HISTORY     - 1958     GOOD             CGS
 JT0204  HISTORY     - 1960     GOOD             CGS
 JT0204  HISTORY     - 1990     GOOD             USPSQD
 JT0204  HISTORY     - 20031204 GOOD             NGS
 JT0204  HISTORY     - 20060121 POOR             USPSQD
 JT0204
 JT0204                          STATION DESCRIPTION
 JT0204
 JT0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JT0204'AT FAIRFIELD.
 JT0204'AT FAIRFIELD, AT THE T JUNCTION OF TEXAS AND UNION STREETS, AT
 JT0204'THE SOLANO COUNTY COURTHOUSE, SET VERTICALLY IN THE SOUTH
 JT0204'GRANITE WALL NEAR THE SOUTHEAST CORNER OF THE BUILDING, 66 FEET
 JT0204'EAST OF THE MAIN (TEXAS STREET) ENTRANCE, AND 1.6 FEET ABOVE
 JT0204'THE GROUND.
 JT0204
 JT0204                          STATION RECOVERY (1960)
 JT0204
 JT0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0204'RECOVERED IN GOOD CONDITION.
 JT0204
 JT0204                          STATION RECOVERY (1990)
 JT0204
 JT0204'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0204'RECOVERED IN GOOD CONDITION.
 JT0204
 JT0204                          STATION RECOVERY (2003)
 JT0204
 JT0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JT0204'COURT HOUSE IS ON NORTH SIDE OF TEXAS ST. = HISTORIC US 40 AT EAST
 JT0204'EDGE OF DOWNTOWN.  DISK IS BELOW 1911 CORNER STONE AND 0.9 FEET
 JT0204'ABOVE GROUND.
 JT0204'GRAVITY BASE STATION 'FAIRFIELD' = C 150 IS ON GROUND BELOW MARK.
 JT0204
 JT0204                          STATION RECOVERY (2006)
 JT0204
 JT0204'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 JT0204'FOUND THE STAMPING TO BE CALIFORNIA ELEVATION 15.620 FEET ABOVE SEA
 JT0204'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1076 ***********************************************************************
 JS1076  DESIGNATION -  15.95 USE
 JS1076  PID         -  JS1076
 JS1076  STATE/COUNTY-  CA/SACRAMENTO
 JS1076  USGS QUAD   -  BRUCEVILLE (1980)
 JS1076
 JS1076                         *CURRENT SURVEY CONTROL
 JS1076  ___________________________________________________________________
 JS1076* NAD 83(1986)-  38 18 02.     (N)    121 25 52.     (W)     SCALED    
 JS1076* NAVD 88     -         5.49   (+/-2cm)      18.0    (feet)  VERTCON   
 JS1076  ___________________________________________________________________
 JS1076  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JS1076  VERT ORDER  -  THIRD (See Below)
 JS1076
 JS1076.The horizontal coordinates were scaled from a topographic map and have
 JS1076.an estimated accuracy of +/- 6 seconds.
 JS1076
 JS1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1076.The vertical order pertains to the NGVD 29 superseded value.
 JS1076
 JS1076.The geoid height was determined by GEOID03.
 JS1076
 JS1076;                    North         East    Units  Estimated Accuracy
 JS1076;SPC CA 2     -   570,520.    2,049,760.      MT  (+/- 180 meters Scaled)
 JS1076
 JS1076                          SUPERSEDED SURVEY CONTROL
 JS1076
 JS1076  NGVD 29 (??/??/??)    4.76   (m)           15.6    (f) RESET       3  
 JS1076
 JS1076.Superseded values are not recommended for survey control.
 JS1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1076.See file dsdata.txt to determine how the superseded data were derived.
 JS1076
 JS1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH371403(NAD 83)
 JS1076_MARKER: P = PIPE CAP
 JS1076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1076_SP_SET: IRON PIPE
 JS1076_STAMPING: 15.95
 JS1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1076
 JS1076  HISTORY     - Date     Condition        Report By
 JS1076  HISTORY     - UNK      MONUMENTED       DOD
 JS1076  HISTORY     - 1951     GOOD             NGS
 JS1076
 JS1076                          STATION DESCRIPTION
 JS1076
 JS1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1076'AT FRANKLIN AIRPORT.
 JS1076'AT THE FRANKLIN AIRPORT, IN LINE WITH THE CENTER OF THE
 JS1076'NORTH-SOUTH RUNWAY, 455.0 FEET SOUTH OF THE SOUTH EDGE OF THE
 JS1076'EAST-WEST RUNWAY, 445.0 FEET SOUTHWEST OF THE APPROXIMATE
 JS1076'CENTER OF THE WEST END OF A 36-INCH CORRUGATED METAL PIPE
 JS1076'CULVERT, 321.0 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD
 JS1076'LEADING SOUTH TO THE COUNTY DUMP GROUNDS, 302.0 FEET SOUTH OF
 JS1076'THE APPROXIMATE CENTER OF A DRAIN DITCH, 3.0 FEET NORTH OF A
 JS1076'WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND SCREWED ON TOP
 JS1076'OF A 3 1/2-INCH GALVANIZED IRON PIPE ENCASED IN CONCRETE, AND
 JS1076'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2774 ***********************************************************************
 FU2774  DESIGNATION -  150 A DWR
 FU2774  PID         -  FU2774
 FU2774  STATE/COUNTY-  CA/KERN
 FU2774  USGS QUAD   -  LOST HILLS NW (1973)
 FU2774
 FU2774                         *CURRENT SURVEY CONTROL
 FU2774  ___________________________________________________________________
 FU2774* NAD 83(1986)-  35 39 32.     (N)    119 43 57.     (W)     SCALED    
 FU2774* NAVD 88     -        96.65   (+/-2cm)     317.1    (feet)  VERTCON   
 FU2774  ___________________________________________________________________
 FU2774  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2774  VERT ORDER  -  THIRD (See Below)
 FU2774
 FU2774.The horizontal coordinates were scaled from a topographic map and have
 FU2774.an estimated accuracy of +/- 6 seconds.
 FU2774
 FU2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2774.The vertical order pertains to the NGVD 29 superseded value.
 FU2774
 FU2774.The geoid height was determined by GEOID03.
 FU2774
 FU2774;                    North         East    Units  Estimated Accuracy
 FU2774;SPC CA 5     -   740,840.    1,843,120.      MT  (+/- 180 meters Scaled)
 FU2774
 FU2774                          SUPERSEDED SURVEY CONTROL
 FU2774
 FU2774  NGVD 29 (??/??/??)   95.90   (m)          314.6    (f) RESET       3  
 FU2774
 FU2774.Superseded values are not recommended for survey control.
 FU2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2774.See file dsdata.txt to determine how the superseded data were derived.
 FU2774
 FU2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV526495(NAD 83)
 FU2774_MARKER: DD = SURVEY DISK
 FU2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2774_STAMPING: BM 150 A DWR
 FU2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2774+STABILITY: SURFACE MOTION
 FU2774
 FU2774  HISTORY     - Date     Condition        Report By
 FU2774  HISTORY     - UNK      MONUMENTED       CADWR
 FU2774  HISTORY     - 1964     GOOD             NGS
 FU2774  HISTORY     - 1966     GOOD             NGS
 FU2774
 FU2774                          STATION DESCRIPTION
 FU2774
 FU2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2774'5.4 MI NW FROM LOST HILLS.
 FU2774'2.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2774'STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.45 MILES WEST ALONG GP
 FU2774'ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD AND FENCE LINE, 0.6
 FU2774'MILE NORTH OF SOME SHEEP RANCH BUILDINGS, 6 1/2 FEET WEST OF A T
 FU2774'FENCE JUNCTION POST, 13 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU2774'7 FEET WEST OF THE WEST END OF A GATE, 1.6 FEET NORTH OF A FENCE,
 FU2774'1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 FU2774'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU2774
 FU2774                          STATION RECOVERY (1966)
 FU2774
 FU2774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3412 ***********************************************************************
 EV3412  DESIGNATION -  150 DOR
 EV3412  PID         -  EV3412
 EV3412  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3412  USGS QUAD   -  CAJON (1996)
 EV3412
 EV3412                         *CURRENT SURVEY CONTROL
 EV3412  ___________________________________________________________________
 EV3412* NAD 83(1986)-  34 19 55.     (N)    117 24 33.     (W)     SCALED    
 EV3412* NAVD 88     -      1164.586  (meters)    3820.81   (feet)  ADJUSTED  
 EV3412  ___________________________________________________________________
 EV3412  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV3412  DYNAMIC HT  -        1163.117 (meters)    3815.99  (feet)  COMP
 EV3412  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 EV3412
 EV3412  VERT ORDER  -  FIRST     CLASS I
 EV3412
 EV3412.The horizontal coordinates were scaled from a topographic map and have
 EV3412.an estimated accuracy of +/- 6 seconds.
 EV3412
 EV3412.The orthometric height was determined by differential leveling
 EV3412.and adjusted in June 1991.
 EV3412
 EV3412.The geoid height was determined by GEOID03.
 EV3412
 EV3412.The dynamic height is computed by dividing the NAVD 88
 EV3412.geopotential number by the normal gravity value computed on the
 EV3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3412.degrees latitude (g = 980.6199 gals.).
 EV3412
 EV3412.The modeled gravity was interpolated from observed gravity values.
 EV3412
 EV3412;                    North         East    Units  Estimated Accuracy
 EV3412;SPC CA 5     -   592,440.    2,054,370.      MT  (+/- 180 meters Scaled)
 EV3412
 EV3412                          SUPERSEDED SURVEY CONTROL
 EV3412
 EV3412  NGVD 29 (??/??/92) 1163.707  (m)         3817.93   (f) ADJ UNCH    1 1
 EV3412
 EV3412.Superseded values are not recommended for survey control.
 EV3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3412.See file dsdata.txt to determine how the superseded data were derived.
 EV3412
 EV3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT623990(NAD 83)
 EV3412_MARKER: DS = TRIANGULATION STATION DISK
 EV3412_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV3412+WITH SETTING: PAVEMENT
 EV3412_SP_SET: SEMIPHORE BASE
 EV3412_STAMPING: 150 DOR 3818 1976
 EV3412_MARK LOGO: USGS  
 EV3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3412+STABILITY: SURFACE MOTION
 EV3412
 EV3412  HISTORY     - Date     Condition        Report By
 EV3412  HISTORY     - 1976     MONUMENTED       USGS
 EV3412  HISTORY     - 1978     GOOD             NGS
 EV3412  HISTORY     - 1983     GOOD             USGS
 EV3412  HISTORY     - 1984     GOOD             NGS
 EV3412  HISTORY     - 1985     GOOD             NGS
 EV3412  HISTORY     - 1987     GOOD             NGS
 EV3412
 EV3412                          STATION DESCRIPTION
 EV3412
 EV3412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3412'0.9 MI NE FROM SUMMIT.
 EV3412'0.9 MILE NORTHEAST ALONG THE OLD RAILWAY BED OF THE ATCHISON, TOPEKA
 EV3412'AND SANTA FE RAILROAD, AT MILE POST 55, ABUTMENT 50 FT. ABOVE THE NEW
 EV3412'TRACKS, 280 FT. SOUTHWEST OF A 30-INCH CONCRETE PIPE CULVERT, 5 FT.
 EV3412'FROM THE EDGE OF THE CUT, 24 FT. SOUTHEAST OF THE APPROXIMATE CENTER
 EV3412'LINE OF THE OLD RAILROAD BED, IN THE TOP OF AN ABANDONED SIGNAL BASE.
 EV3412
 EV3412                          STATION RECOVERY (1983)
 EV3412
 EV3412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3412'RECOVERED IN GOOD CONDITION.
 EV3412
 EV3412                          STATION RECOVERY (1984)
 EV3412
 EV3412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3412'RECOVERED IN GOOD CONDITION.
 EV3412
 EV3412                          STATION RECOVERY (1985)
 EV3412
 EV3412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3412'RECOVERED IN GOOD CONDITION.  NOTE--THIS IS A TRIANGULATION STATION
 EV3412'DISK STAMPED 150 DOR 3818 1976.
 EV3412
 EV3412                          STATION RECOVERY (1987)
 EV3412
 EV3412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1660 ***********************************************************************
 EW1660  DESIGNATION -  150.142 C OF LA
 EW1660  PID         -  EW1660
 EW1660  STATE/COUNTY-  CA/LOS ANGELES
 EW1660  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1660
 EW1660                         *CURRENT SURVEY CONTROL
 EW1660  ___________________________________________________________________
 EW1660* NAD 83(1986)-  34 04 18.     (N)    118 22 34.     (W)     SCALED    
 EW1660* NAVD 88     -        46.48   (+/-2cm)     152.5    (feet)  VERTCON   
 EW1660  ___________________________________________________________________
 EW1660  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1660  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1660
 EW1660.The horizontal coordinates were scaled from a topographic map and have
 EW1660.an estimated accuracy of +/- 6 seconds.
 EW1660
 EW1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1660.The vertical order pertains to the NGVD 29 superseded value.
 EW1660
 EW1660.The geoid height was determined by GEOID03.
 EW1660
 EW1660;                    North         East    Units  Estimated Accuracy
 EW1660;SPC CA 5     -   563,480.    1,965,280.      MT  (+/- 180 meters Scaled)
 EW1660
 EW1660                          SUPERSEDED SURVEY CONTROL
 EW1660
 EW1660  NGVD 29 (??/??/92)   45.71   (m)          150.0    (f) COMPUTED    1 2
 EW1660
 EW1660.Superseded values are not recommended for survey control.
 EW1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1660.See file dsdata.txt to determine how the superseded data were derived.
 EW1660
 EW1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730709(NAD 83)
 EW1660_MARKER: S = SPIKE
 EW1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1660_SP_SET: CATCH BASIN
 EW1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1660
 EW1660  HISTORY     - Date     Condition        Report By
 EW1660  HISTORY     - UNK      MONUMENTED       CA1980
 EW1660  HISTORY     - 1945     GOOD             NGS
 EW1660
 EW1660                          STATION DESCRIPTION
 EW1660
 EW1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1660'AT LOS ANGELES.
 EW1660'AT LOS ANGELES AT THE INTERSECTION OF LA CIENGA BOULEVARD AND
 EW1660'FOURTH STREET, IN THE NORTH CURB OF FOURTH STREET, 26.4 FEET
 EW1660'EAST OF EAST CURB LINE OF LA CIENGA BOULEVARD AND IN THE EAST
 EW1660'END OF CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4204 ***********************************************************************
 GU4204  DESIGNATION -  150.42=119
 GU4204  PID         -  GU4204
 GU4204  STATE/COUNTY-  CA/SANTA CRUZ
 GU4204  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4204
 GU4204                         *CURRENT SURVEY CONTROL
 GU4204  ___________________________________________________________________
 GU4204* NAD 83(1986)-  36 57 38.     (N)    121 43 51.     (W)     SCALED    
 GU4204* NAVD 88     -        46.728  (meters)     153.31   (feet)  ADJUSTED  
 GU4204  ___________________________________________________________________
 GU4204  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 GU4204  DYNAMIC HT  -          46.692 (meters)     153.19  (feet)  COMP
 GU4204  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 GU4204
 GU4204  VERT ORDER  -  FIRST     CLASS II
 GU4204
 GU4204.The horizontal coordinates were scaled from a topographic map and have
 GU4204.an estimated accuracy of +/- 6 seconds.
 GU4204
 GU4204.The orthometric height was determined by differential leveling
 GU4204.and adjusted in February 1993.
 GU4204
 GU4204.The geoid height was determined by GEOID03.
 GU4204
 GU4204.The dynamic height is computed by dividing the NAVD 88
 GU4204.geopotential number by the normal gravity value computed on the
 GU4204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4204.degrees latitude (g = 980.6199 gals.).
 GU4204
 GU4204.The modeled gravity was interpolated from observed gravity values.
 GU4204
 GU4204;                    North         East    Units  Estimated Accuracy
 GU4204;SPC CA 3     -   551,830.    1,890,390.      MT  (+/- 180 meters Scaled)
 GU4204
 GU4204                          SUPERSEDED SURVEY CONTROL
 GU4204
 GU4204  NGVD 29 (10/21/93)   45.895  (m)          150.57   (f) ADJUSTED    1 2
 GU4204
 GU4204.Superseded values are not recommended for survey control.
 GU4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4204.See file dsdata.txt to determine how the superseded data were derived.
 GU4204
 GU4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF129912(NAD 83)
 GU4204_MARKER: DD = SURVEY DISK
 GU4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4204_SP_SET: CONCRETE POST
 GU4204_STAMPING: C.R.1 150.42
 GU4204_MARK LOGO: CA-087
 GU4204_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4204+STABILITY: SURFACE MOTION
 GU4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4204+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 GU4204
 GU4204  HISTORY     - Date     Condition        Report By
 GU4204  HISTORY     - UNK      MONUMENTED       CA-087
 GU4204  HISTORY     - 19900419 GOOD             NGS
 GU4204
 GU4204                          STATION DESCRIPTION
 GU4204
 GU4204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4204'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4204'WITH MAIN STREET IN WATSONVILLE, THENCE 0.62 KM (0.39 MI)
 GU4204'NORTHWESTERLY ALONG CASSERLY ROAD, AT THE SALSIPUEDES ELEMENTARY
 GU4204'SCHOOL, 19.0 M (62.3 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 GU4204'16.1 M (52.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE SCHOOL, 0.7 M
 GU4204'(2.3 FT) NORTHEAST OF A COLUMN BASE, LEVEL WITH THE ROAD, AND SET IN
 GU4204'A CONCRETE MONUMENT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1605 ***********************************************************************
 GU1605  DESIGNATION -  150.88 L
 GU1605  PID         -  GU1605
 GU1605  STATE/COUNTY-  CA/FRESNO
 GU1605  USGS QUAD   -  CALFLAX (1971)
 GU1605
 GU1605                         *CURRENT SURVEY CONTROL
 GU1605  ___________________________________________________________________
 GU1605* NAD 83(1986)-  36 16 18.     (N)    120 06 56.     (W)     SCALED    
 GU1605* NAVD 88     -       100.45   (+/-2cm)     329.6    (feet)  VERTCON   
 GU1605  ___________________________________________________________________
 GU1605  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 GU1605  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1605
 GU1605.The horizontal coordinates were scaled from a topographic map and have
 GU1605.an estimated accuracy of +/- 6 seconds.
 GU1605
 GU1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1605.The vertical order pertains to the NGVD 29 superseded value.
 GU1605
 GU1605.The geoid height was determined by GEOID03.
 GU1605
 GU1605;                    North         East    Units  Estimated Accuracy
 GU1605;SPC CA 4     -   604,700.    1,899,770.      MT  (+/- 180 meters Scaled)
 GU1605
 GU1605                          SUPERSEDED SURVEY CONTROL
 GU1605
 GU1605  NGVD 29 (??/??/92)   99.536  (m)          326.56   (f) ADJ UNCH    1 1
 GU1605
 GU1605.Superseded values are not recommended for survey control.
 GU1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1605.See file dsdata.txt to determine how the superseded data were derived.
 GU1605
 GU1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF591179(NAD 83)
 GU1605_MARKER: DD = SURVEY DISK
 GU1605_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1605+WITH SETTING: PAVEMENT
 GU1605_SP_SET: DECK
 GU1605_STAMPING: 150.88 L
 GU1605_MARK LOGO: BOR   
 GU1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1605+STABILITY: SURFACE MOTION
 GU1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1605+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1605
 GU1605  HISTORY     - Date     Condition        Report By
 GU1605  HISTORY     - UNK      MONUMENTED       BOR
 GU1605  HISTORY     - 1967     GOOD             NGS
 GU1605  HISTORY     - 1971     GOOD             NGS
 GU1605  HISTORY     - 19890117 GOOD             NGS
 GU1605
 GU1605                          STATION DESCRIPTION
 GU1605
 GU1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1605'64.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1605'64.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1605'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE SOUTHWEST
 GU1605'SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE, DIRECTLY OVER A
 GU1605'CONCRETE PIER, ABOUT MIDWAY BETWEEN THE TWO CENTER GRATES,
 GU1605'21 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 GU1605'ROAD, 5.5 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A CONCRETE
 GU1605'RETAINING WALL, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 GU1605
 GU1605                          STATION RECOVERY (1971)
 GU1605
 GU1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1605'RECOVERED IN GOOD CONDITION.
 GU1605
 GU1605                          STATION RECOVERY (1989)
 GU1605
 GU1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH3655 ***********************************************************************
 DH3655  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3655  DESIGNATION -  1500
 DH3655  PID         -  DH3655
 DH3655  STATE/COUNTY-  CA/GLENN
 DH3655  USGS QUAD   -  LLANO SECO (1976)
 DH3655
 DH3655                         *CURRENT SURVEY CONTROL
 DH3655  ___________________________________________________________________
 DH3655* NAD 83(2007)-  39 30 54.05238(N)    121 55 48.13085(W)     ADJUSTED  
 DH3655* NAVD 88     -        29.84   (meters)      97.9    (feet)  GPS OBS   
 DH3655  ___________________________________________________________________
 DH3655  EPOCH DATE  -        2007.00
 DH3655  X           -  -2,605,885.625 (meters)                     COMP
 DH3655  Y           -  -4,181,642.394 (meters)                     COMP
 DH3655  Z           -   4,036,590.623 (meters)                     COMP
 DH3655  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 DH3655  ELLIP HEIGHT-           1.492 (meters)          (02/10/07) ADJUSTED
 DH3655  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DH3655
 DH3655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3655  Type    PID    Designation                      North   East  Ellip
 DH3655  -------------------------------------------------------------------
 DH3655  NETWORK DH3655 1500                              0.47   0.65   1.90
 DH3655  -------------------------------------------------------------------
 DH3655
 DH3655.The horizontal coordinates were established by GPS observations
 DH3655.and adjusted by the National Geodetic Survey in February 2007.
 DH3655
 DH3655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3655.The horizontal coordinates are valid at the epoch date displayed above.
 DH3655.The epoch date for horizontal control is a decimal equivalence
 DH3655.of Year/Month/Day.
 DH3655
 DH3655.The orthometric height was determined by GPS observations and a
 DH3655.high-resolution geoid model.
 DH3655.The orthometric height was determined by GPS observations and a
 DH3655.high-resolution geoid model using precise GPS observation and
 DH3655.processing techniques.
 DH3655
 DH3655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3655
 DH3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3655
 DH3655.The ellipsoidal height was determined by GPS observations
 DH3655.and is referenced to NAD 83.
 DH3655
 DH3655.The geoid height was determined by GEOID03.
 DH3655
 DH3655;                    North         East     Units Scale Factor Converg.
 DH3655;SPC CA 2     -   705,182.042 2,006,016.173   MT  0.99994282   +0 02 38.8
 DH3655;SPC CA 2     - 2,313,584.75  6,581,404.73   sFT  0.99994282   +0 02 38.8
 DH3655;UTM  10      - 4,374,477.303   591,975.653   MT  0.99970415   +0 40 51.0
 DH3655
 DH3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3655!SPC CA 2     -   0.99999977  x   0.99994282  =   0.99994259
 DH3655!UTM  10      -   0.99999977  x   0.99970415  =   0.99970392
 DH3655
 DH3655                          SUPERSEDED SURVEY CONTROL
 DH3655
 DH3655  NAD 83(1998)-  39 30 54.05137(N)    121 55 48.13044(W) AD(2004.69) B
 DH3655  ELLIP H (09/28/05)    1.574  (m)                       GP(       ) 4 1
 DH3655  NAD 83(1998)-  39 30 54.05117(N)    121 55 48.12986(W) AD(2004.30) B
 DH3655  ELLIP H (05/10/05)    1.449  (m)                       GP(2004.30) 4 1
 DH3655
 DH3655.Superseded values are not recommended for survey control.
 DH3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3655.See file dsdata.txt to determine how the superseded data were derived.
 DH3655
 DH3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9197674477(NAD 83)
 DH3655_MARKER: DD = SURVEY DISK
 DH3655_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH3655_SP_SET: CONCRETE HEADWALL
 DH3655_STAMPING: 1500 2003
 DH3655_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3655+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH3655
 DH3655  HISTORY     - Date     Condition        Report By
 DH3655  HISTORY     - 20031010 MONUMENTED       FRAME
 DH3655  HISTORY     - 20041005 GOOD             CADT
 DH3655
 DH3655                          STATION DESCRIPTION
 DH3655
 DH3655'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF)
 DH3655'THE STATION IS LOCATED ABOUT 14 MI EAST OF WILLOWS AND ABOUT 5 MI
 DH3655'NORTHEAST OF BUTTE CITY.
 DH3655' 
 DH3655'TO REACH THE STATION FROM THE POST OFFICE IN BUTTE CITY, GO EAST ON
 DH3655'STATE HIGHWAY 162 FOR 3.2 MI TO THE INTERSECTION OF ROAD Z. TURN LEFT
 DH3655'AND GO NORTH ON ROAD Z FOR 3.4 MI TO THE STATION ON THE LEFT.
 DH3655' 
 DH3655'THE STATION IS SET IN THE TOP OF A CONCRETE HEADWALL AT AN ANGLE POINT
 DH3655'IN AN IRRIGATION CANAL. NOTE THAT THERE ARE THREE HEADWALLS IN THE
 DH3655'VICINITY. THE STATION IS 52 FT WEST OF THE CENTERLINE OF ROAD Z, 45 FT
 DH3655'SOUTH OF HEADWALL NO. 1500B, ABOUT 40 FT NORTH-NORTHEAST OF A HEADWALL
 DH3655'ON THE SOUTHEAST SIDE OF THE CANAL AND 32 FT WEST OF THE NORTH END OF
 DH3655'A HEADWALL AT THE WEST SIDE OF ROAD Z. IT IS 5.3 FT EAST OF THE WEST
 DH3655'END OF THE HEADWALL AND 1.5 FT WEST OF A WITNESS POST.
 DH3655
 DH3655                          STATION RECOVERY (2004)
 DH3655
 DH3655'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 DH3655'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS
 DH3655'PART OF A  CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT
 DH3655'MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0765 ***********************************************************************
 EV0765  DESIGNATION -  1501
 EV0765  PID         -  EV0765
 EV0765  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0765  USGS QUAD   -  NEWBERRY SPRINGS (1993)
 EV0765
 EV0765                         *CURRENT SURVEY CONTROL
 EV0765  ___________________________________________________________________
 EV0765* NAD 83(1986)-  34 50 00.     (N)    116 40 45.     (W)     SCALED    
 EV0765* NAVD 88     -       559.598  (meters)    1835.95   (feet)  ADJUSTED  
 EV0765  ___________________________________________________________________
 EV0765  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EV0765  DYNAMIC HT  -         558.972 (meters)    1833.89  (feet)  COMP
 EV0765  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 EV0765  OBS GRAVITY -     979,501.3   (mgal)                       GRAV_OBS
 EV0765
 EV0765  VERT ORDER  -  FIRST     CLASS I
 EV0765
 EV0765.The horizontal coordinates were scaled from a topographic map and have
 EV0765.an estimated accuracy of +/- 6 seconds.
 EV0765
 EV0765.The orthometric height was determined by differential leveling
 EV0765.and adjusted in June 1991.
 EV0765
 EV0765.The geoid height was determined by GEOID03.
 EV0765
 EV0765.The dynamic height is computed by dividing the NAVD 88
 EV0765.geopotential number by the normal gravity value computed on the
 EV0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0765.degrees latitude (g = 980.6199 gals.).
 EV0765
 EV0765.The modeled gravity was interpolated from observed gravity values.
 EV0765.The observed gravity was obtained from relative gravimeter ties
 EV0765.to the IGSN71 gravity network.
 EV0765
 EV0765;                    North         East    Units  Estimated Accuracy
 EV0765;SPC CA 5     -   648,690.    2,120,810.      MT  (+/- 180 meters Scaled)
 EV0765
 EV0765                          SUPERSEDED SURVEY CONTROL
 EV0765
 EV0765  NGVD 29 (05/01/91)  558.870  (m)         1833.56   (f) ADJUSTED    1 1
 EV0765
 EV0765.Superseded values are not recommended for survey control.
 EV0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0765.See file dsdata.txt to determine how the superseded data were derived.
 EV0765
 EV0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU293546(NAD 83)
 EV0765_MARKER: DD = SURVEY DISK
 EV0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0765_STAMPING: 1501
 EV0765_MARK LOGO: CGS+SS
 EV0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0765+STABILITY: SURFACE MOTION
 EV0765
 EV0765  HISTORY     - Date     Condition        Report By
 EV0765  HISTORY     - UNK      MONUMENTED       CGS
 EV0765  HISTORY     - 1974     GOOD             NGS
 EV0765  HISTORY     - 1977     GOOD             NGS
 EV0765  HISTORY     - 1982     GOOD             NGS
 EV0765
 EV0765                          STATION DESCRIPTION
 EV0765
 EV0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0765'AT NEWBERRY.
 EV0765'AT NEWBERRY, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT
 EV0765'THE NORTHEAST CORNER OF THE CROSSING OF MT. VIEW ROAD, 171.5 FEET
 EV0765'NORTH OF THE NORTH RAIL OF THE NORTH SPUR TRACK, 197.1 FEET NORTH
 EV0765'OF THE NORTH RAIL OF THE NORTH MAIN TRACK, 60 1/2 FEET EAST OF THE
 EV0765'CENTER LINE OF MT. VIEW ROAD, 42 FEET NORTHEAST OF T JUNCTION
 EV0765'POWER POLE 228390 WITH 6 GUY WIRES, 5 1/2 FEET WEST OF POWER POLE
 EV0765'229472 WITH ONE GUY WIRE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 EV0765'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 EV0765'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SEC 33, T9N, R3E
 EV0765
 EV0765                          STATION RECOVERY (1977)
 EV0765
 EV0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0765'RECOVERED IN GOOD CONDITION.
 EV0765
 EV0765                          STATION RECOVERY (1982)
 EV0765
 EV0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EV0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1689 ***********************************************************************
 DX1689  DESIGNATION -  1502
 DX1689  PID         -  DX1689
 DX1689  STATE/COUNTY-  CA/RIVERSIDE
 DX1689  USGS QUAD   -  WINCHESTER (1979)
 DX1689
 DX1689                         *CURRENT SURVEY CONTROL
 DX1689  ___________________________________________________________________
 DX1689* NAD 83(1986)-  33 43 27.     (N)    117 01 57.     (W)     SCALED    
 DX1689* NAVD 88     -       459.05   (+/-2cm)    1506.1    (feet)  VERTCON   
 DX1689  ___________________________________________________________________
 DX1689  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DX1689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1689
 DX1689.The horizontal coordinates were scaled from a topographic map and have
 DX1689.an estimated accuracy of +/- 6 seconds.
 DX1689
 DX1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1689.The vertical order pertains to the NGVD 29 superseded value.
 DX1689
 DX1689.The geoid height was determined by GEOID03.
 DX1689
 DX1689;                    North         East    Units  Estimated Accuracy
 DX1689;SPC CA 6     -   673,010.    1,927,480.      MT  (+/- 180 meters Scaled)
 DX1689
 DX1689                          SUPERSEDED SURVEY CONTROL
 DX1689
 DX1689  NGVD 29 (??/??/??)  458.300  (m)         1503.61   (f) ADJUSTED    2 0
 DX1689
 DX1689.Superseded values are not recommended for survey control.
 DX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1689.See file dsdata.txt to determine how the superseded data were derived.
 DX1689
 DX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT969315(NAD 83)
 DX1689_MARKER: P = PIPE CAP
 DX1689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1689_STAMPING: 1502 SEA
 DX1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1689
 DX1689  HISTORY     - Date     Condition        Report By
 DX1689  HISTORY     - UNK      MONUMENTED       USGS
 DX1689  HISTORY     - 1935     GOOD             NGS
 DX1689  HISTORY     - 1968     GOOD             MWDSC
 DX1689  HISTORY     - 20020929 MARK NOT FOUND   INDIV
 DX1689
 DX1689                          STATION DESCRIPTION
 DX1689
 DX1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1689'3.9 MI SW FROM HEMET.
 DX1689'3.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1689'RAILWAY FROM THE STATION AT HEMET, RIVERSIDE COUNTY, 1.3 MILES
 DX1689'SOUTHWEST OF THE EGAN SIGN, 0.2 MILE NORTHEAST OF MILEPOST 13,
 DX1689'ON THE LINE BETWEEN RANGES 1 AND 2 WEST AND SECTION 5 SOUTH,
 DX1689'66 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A PUBLIC
 DX1689'ROAD, 46 FEET NORTH OF THE CENTERLINE OF THE TRACK, 34 FEET WEST
 DX1689'OF A FENCE CORNER, AND 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 DX1689'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1502 SEA
 DX1689'AND RIVETED ON THE TOP OF AN IRON PIPE.
 DX1689
 DX1689                          STATION RECOVERY (1968)
 DX1689
 DX1689'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX1689'RECOVERED IN GOOD CONDITION.
 DX1689
 DX1689                          STATION RECOVERY (2002)
 DX1689
 DX1689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MAV)
 DX1689'IT IS BELIVED THAT THE BENCHMARK IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3558 ***********************************************************************
 EV3558  DESIGNATION -  1503
 EV3558  PID         -  EV3558
 EV3558  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3558  USGS QUAD   -  HARVARD HILL (1982)
 EV3558
 EV3558                         *CURRENT SURVEY CONTROL
 EV3558  ___________________________________________________________________
 EV3558* NAD 83(1986)-  34 53 12.     (N)    116 39 47.     (W)     SCALED    
 EV3558* NAVD 88     -       556.913  (meters)    1827.14   (feet)  ADJUSTED  
 EV3558  ___________________________________________________________________
 EV3558  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EV3558  DYNAMIC HT  -         556.292 (meters)    1825.10  (feet)  COMP
 EV3558  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 EV3558
 EV3558  VERT ORDER  -  FIRST     CLASS II
 EV3558
 EV3558.The horizontal coordinates were scaled from a topographic map and have
 EV3558.an estimated accuracy of +/- 6 seconds.
 EV3558
 EV3558.The orthometric height was determined by differential leveling
 EV3558.and adjusted in June 1991.
 EV3558
 EV3558.The geoid height was determined by GEOID03.
 EV3558
 EV3558.The dynamic height is computed by dividing the NAVD 88
 EV3558.geopotential number by the normal gravity value computed on the
 EV3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3558.degrees latitude (g = 980.6199 gals.).
 EV3558
 EV3558.The modeled gravity was interpolated from observed gravity values.
 EV3558
 EV3558;                    North         East    Units  Estimated Accuracy
 EV3558;SPC CA 5     -   654,630.    2,122,200.      MT  (+/- 180 meters Scaled)
 EV3558
 EV3558                          SUPERSEDED SURVEY CONTROL
 EV3558
 EV3558  NGVD 29 (05/01/91)  556.187  (m)         1824.76   (f) ADJUSTED    1 2
 EV3558
 EV3558.Superseded values are not recommended for survey control.
 EV3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3558.See file dsdata.txt to determine how the superseded data were derived.
 EV3558
 EV3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU307605(NAD 83)
 EV3558_MARKER: DB = BENCH MARK DISK
 EV3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3558_SP_SET: CONCRETE POST
 EV3558_STAMPING: 1503
 EV3558_MARK LOGO: CGS+SS
 EV3558_PROJECTION: PROJECTING 20 CENTIMETERS
 EV3558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3558+STABILITY: SURFACE MOTION
 EV3558
 EV3558  HISTORY     - Date     Condition        Report By
 EV3558  HISTORY     - UNK      MONUMENTED       CAGS
 EV3558  HISTORY     - 1982     GOOD             NGS
 EV3558
 EV3558                          STATION DESCRIPTION
 EV3558
 EV3558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EV3558'7.5 KM(4.7 MI) NE FROM NEWBERRY.
 EV3558'1.3 KM (0.8 MI) EAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 EV3558'FROM THE WATER TANK IN NEWBERRY, THENCE 6.4 KM (3.9 MI) NORTH ALONG
 EV3558'NEWBERRY ROAD, 2.4 KM (1.5 MI) NORTH OF THE NEWBERRY SCHOOL, AT THE T
 EV3558'JUNCTION OF DEVA LANE, 12 METERS (39.5 FT) WEST OF THE CENTERLINE OF
 EV3558'THE ROAD, 7.3 METERS (24 FT) SOUTH OF GUY POLE 2250451E, 3.6 METERS
 EV3558'(12 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE LANE, 3.6 METERS (12
 EV3558'FT) NORTH OF THE CENTERLINE OF A TRACK ROAD LEADING WEST.
 EV3558'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 EV3558'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3561 ***********************************************************************
 EV3561  DESIGNATION -  1504
 EV3561  PID         -  EV3561
 EV3561  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3561  USGS QUAD   -  HARVARD HILL (1982)
 EV3561
 EV3561                         *CURRENT SURVEY CONTROL
 EV3561  ___________________________________________________________________
 EV3561* NAD 83(1986)-  34 54 31.     (N)    116 38 41.     (W)     SCALED    
 EV3561* NAVD 88     -       550.780  (meters)    1807.02   (feet)  ADJUSTED  
 EV3561  ___________________________________________________________________
 EV3561  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EV3561  DYNAMIC HT  -         550.170 (meters)    1805.02  (feet)  COMP
 EV3561  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 EV3561
 EV3561  VERT ORDER  -  FIRST     CLASS II
 EV3561
 EV3561.The horizontal coordinates were scaled from a topographic map and have
 EV3561.an estimated accuracy of +/- 6 seconds.
 EV3561
 EV3561.The orthometric height was determined by differential leveling
 EV3561.and adjusted in June 1991.
 EV3561
 EV3561.The geoid height was determined by GEOID03.
 EV3561
 EV3561.The dynamic height is computed by dividing the NAVD 88
 EV3561.geopotential number by the normal gravity value computed on the
 EV3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3561.degrees latitude (g = 980.6199 gals.).
 EV3561
 EV3561.The modeled gravity was interpolated from observed gravity values.
 EV3561
 EV3561;                    North         East    Units  Estimated Accuracy
 EV3561;SPC CA 5     -   657,090.    2,123,850.      MT  (+/- 180 meters Scaled)
 EV3561
 EV3561                          SUPERSEDED SURVEY CONTROL
 EV3561
 EV3561  NGVD 29 (05/01/91)  550.059  (m)         1804.65   (f) ADJUSTED    1 2
 EV3561
 EV3561.Superseded values are not recommended for survey control.
 EV3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3561.See file dsdata.txt to determine how the superseded data were derived.
 EV3561
 EV3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU324629(NAD 83)
 EV3561_MARKER: DB = BENCH MARK DISK
 EV3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3561_SP_SET: CONCRETE POST
 EV3561_STAMPING: 1504
 EV3561_MARK LOGO: CGS+SS
 EV3561_PROJECTION: PROJECTING 30 CENTIMETERS
 EV3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3561+STABILITY: SURFACE MOTION
 EV3561
 EV3561  HISTORY     - Date     Condition        Report By
 EV3561  HISTORY     - UNK      MONUMENTED       CAGS
 EV3561  HISTORY     - 1982     GOOD             NGS
 EV3561
 EV3561                          STATION DESCRIPTION
 EV3561
 EV3561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EV3561'22.9 KM(14.3 MI) NE FROM YERMO.
 EV3561'17.5 KM (10.95 MI) NORTHEAST ALONG YERMO ROAD FROM THE POST OFFICE IN
 EV3561'YERMO, THENCE 5.4 KM (3.35 MI) SOUTH ALONG HARVARD ROAD, AT THE
 EV3561'NORTHEAST CORNER OF THE INTERSECTION OF RIVERSIDE ROAD, 12.5 METERS
 EV3561'(41 FT) EAST OF THE CENTERLINE OF THE ROAD, 11.6 METERS (38 FT) NORTH
 EV3561'OF THE CENTERLINE OF RIVERSIDE ROAD, 4.3 METERS (14 FT) NORTHEAST OF
 EV3561'POWER POLE 230192.
 EV3561'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 EV3561'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3313 ***********************************************************************
 AH3313  DESIGNATION -  1507 1
 AH3313  PID         -  AH3313
 AH3313  STATE/COUNTY-  CA/LOS ANGELES
 AH3313  USGS QUAD   -  BURBANK (1994)
 AH3313
 AH3313                         *CURRENT SURVEY CONTROL
 AH3313  ___________________________________________________________________
 AH3313* NAD 83(1986)-  34 10 14.     (N)    118 18 56.     (W)     SCALED    
 AH3313* NAVD 88     -       162.638  (meters)     533.59   (feet)  ADJUSTED  
 AH3313  ___________________________________________________________________
 AH3313  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AH3313  DYNAMIC HT  -         162.467 (meters)     533.03  (feet)  COMP
 AH3313  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 AH3313
 AH3313  VERT ORDER  -  FIRST     CLASS II
 AH3313
 AH3313.The horizontal coordinates were scaled from a topographic map and have
 AH3313.an estimated accuracy of +/- 6 seconds.
 AH3313
 AH3313.The orthometric height was determined by differential leveling
 AH3313.and adjusted in May 1999.
 AH3313
 AH3313.The geoid height was determined by GEOID03.
 AH3313
 AH3313.The dynamic height is computed by dividing the NAVD 88
 AH3313.geopotential number by the normal gravity value computed on the
 AH3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3313.degrees latitude (g = 980.6199 gals.).
 AH3313
 AH3313.The modeled gravity was interpolated from observed gravity values.
 AH3313
 AH3313;                    North         East    Units  Estimated Accuracy
 AH3313;SPC CA 5     -   574,430.    1,970,910.      MT  (+/- 180 meters Scaled)
 AH3313
 AH3313                          SUPERSEDED SURVEY CONTROL
 AH3313
 AH3313.No superseded survey control is available for this station.
 AH3313
 AH3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787818(NAD 83)
 AH3313_MARKER: DB = BENCH MARK DISK
 AH3313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3313_SP_SET: CATCH BASIN
 AH3313_STAMPING: CITY OF BURBANK BM 1507-1
 AH3313_MARK LOGO: CA0480
 AH3313_PROJECTION: FLUSH
 AH3313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3313+STABILITY: SURFACE MOTION
 AH3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3313+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 AH3313
 AH3313  HISTORY     - Date     Condition        Report By
 AH3313  HISTORY     - UNK      MONUMENTED       CA0480
 AH3313  HISTORY     - 19970422 GOOD             MWDSC
 AH3313
 AH3313                          STATION DESCRIPTION
 AH3313
 AH3313'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3313'IN THE CITY OF BURBANK, IN THE SOUTHEASTERLY CORNER OF VICTORY BLVD
 AH3313'AND VERDUGO AVE, 7.6 M (24.9 FT) SOUTHEAST OF THE CENTERLINE OF
 AH3313'VERDUGO AVE, 5.9 M (19.4 FT) NORTHEAST OF THE BCR OF VERDUGO AVE,
 AH3313'STATION IS IN THE EASTERLY END OF A 1.3 M (4.3 FT) BY 4.6 M (15.1 FT)
 AH3313'CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2727 ***********************************************************************
 DX2727  DESIGNATION -  1507.53
 DX2727  PID         -  DX2727
 DX2727  STATE/COUNTY-  CA/RIVERSIDE
 DX2727  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2727
 DX2727                         *CURRENT SURVEY CONTROL
 DX2727  ___________________________________________________________________
 DX2727* NAD 83(1986)-  33 53 32.     (N)    117 15 05.     (W)     SCALED    
 DX2727* NAVD 88     -       460.96   (+/-2cm)    1512.3    (feet)  VERTCON   
 DX2727  ___________________________________________________________________
 DX2727  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DX2727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX2727
 DX2727.The horizontal coordinates were scaled from a topographic map and have
 DX2727.an estimated accuracy of +/- 6 seconds.
 DX2727
 DX2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2727.The vertical order pertains to the NGVD 29 superseded value.
 DX2727
 DX2727.The geoid height was determined by GEOID03.
 DX2727
 DX2727;                    North         East    Units  Estimated Accuracy
 DX2727;SPC CA 6     -   691,820.    1,907,370.      MT  (+/- 180 meters Scaled)
 DX2727
 DX2727                          SUPERSEDED SURVEY CONTROL
 DX2727
 DX2727  NGVD 29 (??/??/??)  460.200  (m)         1509.84   (f) ADJUSTED    2 0
 DX2727
 DX2727.Superseded values are not recommended for survey control.
 DX2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2727.See file dsdata.txt to determine how the superseded data were derived.
 DX2727
 DX2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT767502(NAD 83)
 DX2727_MARKER: X = CHISELED CROSS
 DX2727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2727_SP_SET: CULVERT
 DX2727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2727
 DX2727  HISTORY     - Date     Condition        Report By
 DX2727  HISTORY     - UNK      MONUMENTED       USGS
 DX2727  HISTORY     - 1935     GOOD             NGS
 DX2727
 DX2727                          STATION DESCRIPTION
 DX2727
 DX2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX2727'AT MARCH FIELD.
 DX2727'AT MARCH FIELD, 275 FEET EAST OF THE CONTROL TOWER, CUT ON THE
 DX2727'SOUTH END OF A TWIN PIPE CULVERT HEADWALL, 54 FEET
 DX2727'WEST-SOUTHWEST OF THE WEST GATE POST OF GATE NO. 32, 0.5 FEET
 DX2727'WEST OF THE EAST EDGE AND 0.4 FOOT NORTH OF SOUTH END OF
 DX2727'HEADWALL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2132 ***********************************************************************
 DX2132  DESIGNATION -  1509 RESET
 DX2132  PID         -  DX2132
 DX2132  STATE/COUNTY-  CA/RIVERSIDE
 DX2132  USGS QUAD   -  STEELE PEAK (1978)
 DX2132
 DX2132                         *CURRENT SURVEY CONTROL
 DX2132  ___________________________________________________________________
 DX2132* NAD 83(1986)-  33 50 53.     (N)    117 15 14.     (W)     SCALED    
 DX2132* NAVD 88     -       459.99   (+/-2cm)    1509.2    (feet)  VERTCON   
 DX2132  ___________________________________________________________________
 DX2132  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DX2132  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2132
 DX2132.The horizontal coordinates were scaled from a topographic map and have
 DX2132.an estimated accuracy of +/- 6 seconds.
 DX2132
 DX2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2132.The vertical order pertains to the NGVD 29 superseded value.
 DX2132
 DX2132.The geoid height was determined by GEOID03.
 DX2132
 DX2132;                    North         East    Units  Estimated Accuracy
 DX2132;SPC CA 6     -   686,920.    1,907,090.      MT  (+/- 180 meters Scaled)
 DX2132
 DX2132                          SUPERSEDED SURVEY CONTROL
 DX2132
 DX2132  NGVD 29 (??/??/??)  459.227  (m)         1506.65   (f) ADJUSTED    1 2
 DX2132
 DX2132.Superseded values are not recommended for survey control.
 DX2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2132.See file dsdata.txt to determine how the superseded data were derived.
 DX2132
 DX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT765453(NAD 83)
 DX2132_MARKER: DB = BENCH MARK DISK
 DX2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2132_STAMPING: 1509 RESET 1939
 DX2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2132+STABILITY: SURFACE MOTION
 DX2132
 DX2132  HISTORY     - Date     Condition        Report By
 DX2132  HISTORY     - 1939     MONUMENTED       CGS
 DX2132  HISTORY     - 1968     GOOD             NGS
 DX2132
 DX2132                          STATION DESCRIPTION
 DX2132
 DX2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2132'4 MI SE FROM MARCH FIELD.
 DX2132'4.05 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2132'RAILWAY FROM THE STATION AT MARCH FIELD, 0.25 MILES SOUTHEAST
 DX2132'OF THE CROSSING OF MARKHAM STREET, 95 FEET NORTHWEST OF VAL VERDE
 DX2132'STATION SIGN, 167 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 DX2132'OF A PRIVATE ROAD, 21 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DX2132'7 1/2 FEET SOUTH OF A TELEPHONE POLE, 57 1/2 FEET SOUTHWEST OF
 DX2132'THE CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY 395, 1.2
 DX2132'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 DX2132'TRACK, IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3410 ***********************************************************************
 EV3410  DESIGNATION -  151 DOR
 EV3410  PID         -  EV3410
 EV3410  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3410  USGS QUAD   -  CAJON (1996)
 EV3410
 EV3410                         *CURRENT SURVEY CONTROL
 EV3410  ___________________________________________________________________
 EV3410* NAD 83(1986)-  34 19 36.     (N)    117 25 23.     (W)     SCALED    
 EV3410* NAVD 88     -      1151.236  (meters)    3777.01   (feet)  ADJUSTED  
 EV3410  ___________________________________________________________________
 EV3410  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV3410  DYNAMIC HT  -        1149.785 (meters)    3772.25  (feet)  COMP
 EV3410  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 EV3410
 EV3410  VERT ORDER  -  FIRST     CLASS I
 EV3410
 EV3410.The horizontal coordinates were scaled from a topographic map and have
 EV3410.an estimated accuracy of +/- 6 seconds.
 EV3410
 EV3410.The orthometric height was determined by differential leveling
 EV3410.and adjusted in June 1991.
 EV3410
 EV3410.The geoid height was determined by GEOID03.
 EV3410
 EV3410.The dynamic height is computed by dividing the NAVD 88
 EV3410.geopotential number by the normal gravity value computed on the
 EV3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3410.degrees latitude (g = 980.6199 gals.).
 EV3410
 EV3410.The modeled gravity was interpolated from observed gravity values.
 EV3410
 EV3410;                    North         East    Units  Estimated Accuracy
 EV3410;SPC CA 5     -   591,850.    2,053,090.      MT  (+/- 180 meters Scaled)
 EV3410
 EV3410                          SUPERSEDED SURVEY CONTROL
 EV3410
 EV3410  NGVD 29 (??/??/92) 1150.356  (m)         3774.13   (f) ADJ UNCH    1 1
 EV3410
 EV3410.Superseded values are not recommended for survey control.
 EV3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3410.See file dsdata.txt to determine how the superseded data were derived.
 EV3410
 EV3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT610984(NAD 83)
 EV3410_MARKER: DS = TRIANGULATION STATION DISK
 EV3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3410_SP_SET: CONCRETE POST
 EV3410_STAMPING: 151 DOR 3774 1976
 EV3410_MARK LOGO: USGS  
 EV3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3410+STABILITY: SURFACE MOTION
 EV3410
 EV3410  HISTORY     - Date     Condition        Report By
 EV3410  HISTORY     - 1976     MONUMENTED       USGS
 EV3410  HISTORY     - 1978     GOOD             NGS
 EV3410  HISTORY     - 1983     GOOD             USGS
 EV3410  HISTORY     - 1984     GOOD             NGS
 EV3410  HISTORY     - 1985     GOOD             NGS
 EV3410  HISTORY     - 1987     GOOD             NGS
 EV3410
 EV3410                          STATION DESCRIPTION
 EV3410
 EV3410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3410'CAJON JUNCTION.
 EV3410'5.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EV3410'FROM THE JUNCTION OF HIGHWAY 138 AT CAJON, 0.1 MILE EAST OF RAILROAD
 EV3410'SIGN SUMMIT, 130 FT. WEST OF CENTER LINE ROAD CROSSING, 77.3 FT. WEST
 EV3410'NORTHWEST OF SIGNAL LIGHT NUMBER 106144B, 48.9 FT. NORTH OF NORTH RAIL
 EV3410'MAIN TRACK, 12 FT. WEST OF BM 703-26B, 5.6 FT. WEST OF POWER LINE POLE
 EV3410'WITH TRANSFORMER NUMBER 1933848E.
 EV3410
 EV3410                          STATION RECOVERY (1983)
 EV3410
 EV3410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3410'RECOVERED IN GOOD CONDITION.
 EV3410
 EV3410                          STATION RECOVERY (1984)
 EV3410
 EV3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3410'RECOVERED IN GOOD CONDITION.
 EV3410
 EV3410                          STATION RECOVERY (1985)
 EV3410
 EV3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3410'RECOVERED IN GOOD CONDITION.
 EV3410
 EV3410                          STATION RECOVERY (1987)
 EV3410
 EV3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2771 ***********************************************************************
 FU2771  DESIGNATION -  151 DWR
 FU2771  PID         -  FU2771
 FU2771  STATE/COUNTY-  CA/KERN
 FU2771  USGS QUAD   -  LOST HILLS NW (1973)
 FU2771
 FU2771                         *CURRENT SURVEY CONTROL
 FU2771  ___________________________________________________________________
 FU2771* NAD 83(1986)-  35 38 43.     (N)    119 43 32.     (W)     SCALED    
 FU2771* NAVD 88     -        99.87   (+/-2cm)     327.7    (feet)  VERTCON   
 FU2771  ___________________________________________________________________
 FU2771  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2771  VERT ORDER  -  THIRD (See Below)
 FU2771
 FU2771.The horizontal coordinates were scaled from a topographic map and have
 FU2771.an estimated accuracy of +/- 6 seconds.
 FU2771
 FU2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2771.The vertical order pertains to the NGVD 29 superseded value.
 FU2771
 FU2771.The geoid height was determined by GEOID03.
 FU2771
 FU2771;                    North         East    Units  Estimated Accuracy
 FU2771;SPC CA 5     -   739,320.    1,843,730.      MT  (+/- 180 meters Scaled)
 FU2771
 FU2771                          SUPERSEDED SURVEY CONTROL
 FU2771
 FU2771  NGVD 29 (??/??/??)   99.13   (m)          325.2    (f) RESET       3  
 FU2771
 FU2771.Superseded values are not recommended for survey control.
 FU2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2771.See file dsdata.txt to determine how the superseded data were derived.
 FU2771
 FU2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV532480(NAD 83)
 FU2771_MARKER: DD = SURVEY DISK
 FU2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2771_STAMPING: BM 151 1959
 FU2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2771+STABILITY: SURFACE MOTION
 FU2771
 FU2771  HISTORY     - Date     Condition        Report By
 FU2771  HISTORY     - 1959     MONUMENTED       CADWR
 FU2771  HISTORY     - 1964     GOOD             NGS
 FU2771  HISTORY     - 1966     GOOD             NGS
 FU2771
 FU2771                          STATION DESCRIPTION
 FU2771
 FU2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2771'4 MI NW FROM LOST HILLS.
 FU2771'2.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE
 FU2771'HIGHWAY 46 AT LOST HILLS, THENCE 2.0 MILES WEST ALONG GP ROAD,
 FU2771'26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF
 FU2771'T FENCE POST, 3 FEET EAST OF THE EAST END OF A GATE, 1.8 FEET
 FU2771'SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 FU2771'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 FU2771'FOOT.
 FU2771
 FU2771                          STATION RECOVERY (1966)
 FU2771
 FU2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1745 ***********************************************************************
 HS1745  DESIGNATION -  151 USGS
 HS1745  PID         -  HS1745
 HS1745  STATE/COUNTY-  CA/STANISLAUS
 HS1745  USGS QUAD   -  TURLOCK (1976)
 HS1745
 HS1745                         *CURRENT SURVEY CONTROL
 HS1745  ___________________________________________________________________
 HS1745* NAD 83(1986)-  37 29 33.     (N)    120 46 02.     (W)     SCALED    
 HS1745* NAVD 88     -        46.76   (+/-2cm)     153.4    (feet)  VERTCON   
 HS1745  ___________________________________________________________________
 HS1745  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 HS1745  VERT ORDER  -  THIRD (See Below)
 HS1745
 HS1745.The horizontal coordinates were scaled from a topographic map and have
 HS1745.an estimated accuracy of +/- 6 seconds.
 HS1745
 HS1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1745.The vertical order pertains to the NGVD 29 superseded value.
 HS1745
 HS1745.The geoid height was determined by GEOID03.
 HS1745
 HS1745;                    North         East    Units  Estimated Accuracy
 HS1745;SPC CA 3     -   610,180.    1,976,370.      MT  (+/- 180 meters Scaled)
 HS1745
 HS1745                          SUPERSEDED SURVEY CONTROL
 HS1745
 HS1745  NGVD 29 (??/??/??)   46.05   (m)          151.1    (f) RESET       3  
 HS1745
 HS1745.Superseded values are not recommended for survey control.
 HS1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1745.See file dsdata.txt to determine how the superseded data were derived.
 HS1745
 HS1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG973518(NAD 83)
 HS1745_MARKER: DD = SURVEY DISK
 HS1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1745_SP_SET: BRIDGE GUARDRAIL
 HS1745_STAMPING: 151 1912
 HS1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1745
 HS1745  HISTORY     - Date     Condition        Report By
 HS1745  HISTORY     - 1912     MONUMENTED       USGS
 HS1745  HISTORY     - 1958     GOOD             NGS
 HS1745
 HS1745                          STATION DESCRIPTION
 HS1745
 HS1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1745'4.4 MI E FROM TURLOCK.
 HS1745'0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN PACIFIC
 HS1745'COMPANY RAILROAD STATION AT TURLOCK, THENCE 4.2 MILES EAST ALONG
 HS1745'EAST AVENUE, IN R11E T5S S21, AT A CONCRETE BRIDGE OVER CROSS
 HS1745'DITCH NO. 1, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 HS1745'GUARDRAIL, 11 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND
 HS1745'1 1/2 FEET HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1201 ***********************************************************************
 HS1201  DESIGNATION -  151+73.07 CAHD
 HS1201  PID         -  HS1201
 HS1201  STATE/COUNTY-  CA/MADERA
 HS1201  USGS QUAD   -  KISMET (1987)
 HS1201
 HS1201                         *CURRENT SURVEY CONTROL
 HS1201  ___________________________________________________________________
 HS1201* NAD 83(1986)-  37 00 14.     (N)    120 06 36.     (W)     SCALED    
 HS1201* NAVD 88     -        78.72   (+/-2cm)     258.3    (feet)  VERTCON   
 HS1201  ___________________________________________________________________
 HS1201  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HS1201  VERT ORDER  -  THIRD (See Below)
 HS1201
 HS1201.The horizontal coordinates were scaled from a topographic map and have
 HS1201.an estimated accuracy of +/- 6 seconds.
 HS1201
 HS1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1201.The vertical order pertains to the NGVD 29 superseded value.
 HS1201
 HS1201.The geoid height was determined by GEOID03.
 HS1201
 HS1201;                    North         East    Units  Estimated Accuracy
 HS1201;SPC CA 3     -   556,000.    2,034,710.      MT  (+/- 180 meters Scaled)
 HS1201
 HS1201                          SUPERSEDED SURVEY CONTROL
 HS1201
 HS1201  NGVD 29 (??/??/??)   78.02   (m)          256.0    (f) RESET       3  
 HS1201
 HS1201.Superseded values are not recommended for survey control.
 HS1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1201.See file dsdata.txt to determine how the superseded data were derived.
 HS1201
 HS1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF571992(NAD 83)
 HS1201_MARKER: DD = SURVEY DISK
 HS1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1201+STABILITY: SURFACE MOTION
 HS1201
 HS1201  HISTORY     - Date     Condition        Report By
 HS1201  HISTORY     - UNK      MONUMENTED       CADH
 HS1201  HISTORY     - 1958     GOOD             NGS
 HS1201
 HS1201                          STATION DESCRIPTION
 HS1201
 HS1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1201'3.9 MI NW FROM MADERA.
 HS1201'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1201'FROM THE STATION AT MADERA, IN R17E T11S S4, AT THE CROSSING OF AN
 HS1201'ASPHALT ROAD LEADING NORTH, ALONG U.S. HIGHWAY 99, AT A TRAFFIC
 HS1201'CROSSOVER, BETWEEN THE NORTHEAST AND THE SOUTHWEST TRAFFIC LANES,
 HS1201'IN LINE WITH A HEDGEROW, 82.8 FEET NORTHWEST OF THE NORTHWEST
 HS1201'CONCRETE CURB OF THE CROSSOVER, 43 1/2 FEET SOUTHWEST OF THE CENTER
 HS1201'LINE OF THE NORTHEAST TRAFFIC LANES, 33 1/2 FEET NORTHEAST OF THE
 HS1201'CENTER LINE OF THE SOUTHWEST TRAFFIC LANES, 2.6 FEET NORTHWEST OF
 HS1201'A 2-BY 6-INCH WHITE WOODEN GUARD POST, 1.8 FEET SOUTHEAST OF A
 HS1201'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 HS1201'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1600 ***********************************************************************
 GU1600  DESIGNATION -  151.73 L
 GU1600  PID         -  GU1600
 GU1600  STATE/COUNTY-  CA/FRESNO
 GU1600  USGS QUAD   -  CALFLAX (1971)
 GU1600
 GU1600                         *CURRENT SURVEY CONTROL
 GU1600  ___________________________________________________________________
 GU1600* NAD 83(1986)-  36 15 56.     (N)    120 06 16.     (W)     SCALED    
 GU1600* NAVD 88     -       101.874  (meters)     334.23   (feet)  ADJUSTED  
 GU1600  ___________________________________________________________________
 GU1600  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 GU1600  DYNAMIC HT  -         101.785 (meters)     333.94  (feet)  COMP
 GU1600  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GU1600
 GU1600  VERT ORDER  -  FIRST     CLASS I
 GU1600
 GU1600.The horizontal coordinates were scaled from a topographic map and have
 GU1600.an estimated accuracy of +/- 6 seconds.
 GU1600
 GU1600.The orthometric height was determined by differential leveling
 GU1600.and adjusted in June 1991.
 GU1600
 GU1600.The geoid height was determined by GEOID03.
 GU1600
 GU1600.The dynamic height is computed by dividing the NAVD 88
 GU1600.geopotential number by the normal gravity value computed on the
 GU1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1600.degrees latitude (g = 980.6199 gals.).
 GU1600
 GU1600.The modeled gravity was interpolated from observed gravity values.
 GU1600
 GU1600;                    North         East    Units  Estimated Accuracy
 GU1600;SPC CA 4     -   604,010.    1,900,760.      MT  (+/- 180 meters Scaled)
 GU1600
 GU1600                          SUPERSEDED SURVEY CONTROL
 GU1600
 GU1600  NGVD 29 (??/??/92)  100.989  (m)          331.33   (f) ADJ UNCH    1 1
 GU1600
 GU1600.Superseded values are not recommended for survey control.
 GU1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1600.See file dsdata.txt to determine how the superseded data were derived.
 GU1600
 GU1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF601172(NAD 83)
 GU1600_MARKER: DD = SURVEY DISK
 GU1600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1600_SP_SET: WINGWALL
 GU1600_STAMPING: 151.73 L
 GU1600_MARK LOGO: BOR   
 GU1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1600+STABILITY: SURFACE MOTION
 GU1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1600+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1600
 GU1600  HISTORY     - Date     Condition        Report By
 GU1600  HISTORY     - UNK      MONUMENTED       BOR
 GU1600  HISTORY     - 1967     GOOD             NGS
 GU1600  HISTORY     - 1972     GOOD             NGS
 GU1600  HISTORY     - 19890214 GOOD             NGS
 GU1600
 GU1600                          STATION DESCRIPTION
 GU1600
 GU1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1600'65 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1600'65.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1600'DOS AMIGOS PUMP PLANT, 0.7 MILE NORTH OF BENCH MARK L 1157, 0.3
 GU1600'MILE SOUTH OF BENCH MARK K 1157, IN THE TOP OF THE NORTH END OF
 GU1600'THE NORTHWEST CONCRETE WING WALL OF THE LASSEN AVENUE BRIDGE OVER
 GU1600'THE AQUEDUCT, 16 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 GU1600'1.0 FOOT SOUTH OF THE NORTH END OF THE WING WALL, AND ABOUT
 GU1600'LEVEL WITH THE AVENUE.  NOTE-- THIS MARK MAY ALSO BE REACHED
 GU1600'FROM THE FIVE POINT INTERSECTION AT FIVE POINTS BY GOING 11.3
 GU1600'MILES SOUTH ALONG LASSEN AVENUE.
 GU1600
 GU1600                          STATION RECOVERY (1972)
 GU1600
 GU1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1600'RECOVERED IN GOOD CONDITION.
 GU1600
 GU1600                          STATION RECOVERY (1989)
 GU1600
 GU1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1599 ***********************************************************************
 GU1599  DESIGNATION -  151.73 R
 GU1599  PID         -  GU1599
 GU1599  STATE/COUNTY-  CA/FRESNO
 GU1599  USGS QUAD   -  CALFLAX (1971)
 GU1599
 GU1599                         *CURRENT SURVEY CONTROL
 GU1599  ___________________________________________________________________
 GU1599* NAD 83(1986)-  36 15 55.     (N)    120 06 17.     (W)     SCALED    
 GU1599* NAVD 88     -       101.867  (meters)     334.21   (feet)  ADJUSTED  
 GU1599  ___________________________________________________________________
 GU1599  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 GU1599  DYNAMIC HT  -         101.778 (meters)     333.92  (feet)  COMP
 GU1599  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 GU1599
 GU1599  VERT ORDER  -  FIRST     CLASS II
 GU1599
 GU1599.The horizontal coordinates were scaled from a topographic map and have
 GU1599.an estimated accuracy of +/- 6 seconds.
 GU1599
 GU1599.The orthometric height was determined by differential leveling
 GU1599.and adjusted in June 1991.
 GU1599
 GU1599.The geoid height was determined by GEOID03.
 GU1599
 GU1599.The dynamic height is computed by dividing the NAVD 88
 GU1599.geopotential number by the normal gravity value computed on the
 GU1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1599.degrees latitude (g = 980.6199 gals.).
 GU1599
 GU1599.The modeled gravity was interpolated from observed gravity values.
 GU1599
 GU1599;                    North         East    Units  Estimated Accuracy
 GU1599;SPC CA 4     -   603,980.    1,900,740.      MT  (+/- 180 meters Scaled)
 GU1599
 GU1599                          SUPERSEDED SURVEY CONTROL
 GU1599
 GU1599  NGVD 29 (??/??/92)  100.978  (m)          331.29   (f) ADJ UNCH    1 2
 GU1599
 GU1599.Superseded values are not recommended for survey control.
 GU1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1599.See file dsdata.txt to determine how the superseded data were derived.
 GU1599
 GU1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF601172(NAD 83)
 GU1599_MARKER: DD = SURVEY DISK
 GU1599_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1599_SP_SET: WINGWALL
 GU1599_STAMPING: 151.73 R
 GU1599_MARK LOGO: BOR   
 GU1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1599+STABILITY: SURFACE MOTION
 GU1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1599+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1599
 GU1599  HISTORY     - Date     Condition        Report By
 GU1599  HISTORY     - UNK      MONUMENTED       BOR
 GU1599  HISTORY     - 1969     GOOD             NGS
 GU1599  HISTORY     - 1972     GOOD             NGS
 GU1599  HISTORY     - 19890214 GOOD             NGS
 GU1599
 GU1599                          STATION DESCRIPTION
 GU1599
 GU1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU1599'65 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1599'65.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1599'DOS AMIGOS PUMP PLANT, IN R17E T19S, SECTION 23, 0.7 MILE NORTH
 GU1599'OF BENCH MARK L 1157, 0.3 MILE SOUTH OF BENCH MARK K 1157, IN
 GU1599'THE TOP AND 1.6 FEET NORTH OF THE SOUTH END OF THE SOUTHEAST
 GU1599'CONCRETE WING WALL OF LASSEN AVENUE BRIDGE OVER THE AQUEDUCT,
 GU1599'16 FEET EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT
 GU1599'LEVEL WITH THE AVENUE.
 GU1599
 GU1599                          STATION RECOVERY (1972)
 GU1599
 GU1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1599'RECOVERED IN GOOD CONDITION.
 GU1599
 GU1599                          STATION RECOVERY (1989)
 GU1599
 GU1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0587 ***********************************************************************
 DC0587  DESIGNATION -  1512.7 USGS
 DC0587  PID         -  DC0587
 DC0587  STATE/COUNTY-  CA/SAN DIEGO
 DC0587  USGS QUAD   -  EL CAJON MTN (1988)
 DC0587
 DC0587                         *CURRENT SURVEY CONTROL
 DC0587  ___________________________________________________________________
 DC0587* NAD 83(1986)-  32 59 16.     (N)    116 49 42.     (W)     SCALED    
 DC0587* NAVD 88     -       461.75   (+/-2cm)    1514.9    (feet)  VERTCON   
 DC0587  ___________________________________________________________________
 DC0587  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DC0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0587
 DC0587.The horizontal coordinates were scaled from a topographic map and have
 DC0587.an estimated accuracy of +/- 6 seconds.
 DC0587
 DC0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0587.The vertical order pertains to the NGVD 29 superseded value.
 DC0587
 DC0587.The geoid height was determined by GEOID03.
 DC0587
 DC0587;                    North         East    Units  Estimated Accuracy
 DC0587;SPC CA 6     -   591,210.    1,945,950.      MT  (+/- 180 meters Scaled)
 DC0587
 DC0587                          SUPERSEDED SURVEY CONTROL
 DC0587
 DC0587  NGVD 29 (??/??/??)  461.087  (m)         1512.75   (f) ADJUSTED    2 0
 DC0587
 DC0587.Superseded values are not recommended for survey control.
 DC0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0587.See file dsdata.txt to determine how the superseded data were derived.
 DC0587
 DC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS160499(NAD 83)
 DC0587_MARKER: Q = CHISELED SQUARE
 DC0587_SETTING: 80 = SET IN A BOULDER
 DC0587_SP_SET: BOULDER
 DC0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0587+STABILITY: SURFACE MOTION
 DC0587
 DC0587  HISTORY     - Date     Condition        Report By
 DC0587  HISTORY     - UNK      MONUMENTED       USGS
 DC0587  HISTORY     - 1944     GOOD             NGS
 DC0587
 DC0587                          STATION DESCRIPTION
 DC0587
 DC0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0587'8.4 MI SE FROM RAMONA.
 DC0587'0.5 MILE NORTHEAST ALONG STATE HIGHWAY NO. 78 FROM THE POST
 DC0587'OFFICE AT RAMONA, THENCE 2.3 MILES SOUTHEAST ALONG COUNTY ROAD,
 DC0587'THENCE 1.8 MILES SOUTHWEST ALONG ABANDONED ROAD, THENCE 0.7
 DC0587'MILE SOUTH ALONG PRIVATE ROAD, THENCE 1.6 MILES WEST ALONG SAN
 DC0587'VICENTE VALLEY ROAD, THENCE 1.5 MILES SOUTHEAST ALONG COUNTY ROAD,
 DC0587'CUT ON THE TOP OF A BOULDER ON THE NORTH SLOPE OF THE HILL,
 DC0587'50 FEET WEST-NORTHWEST OF BENCH MARK X-723, 22 FEET WEST OF THE
 DC0587'CENTER-LINE OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0167 ***********************************************************************
 DX0167  DESIGNATION -  1513.51
 DX0167  PID         -  DX0167
 DX0167  STATE/COUNTY-  CA/RIVERSIDE
 DX0167  USGS QUAD   -  SAN JACINTO (1979)
 DX0167
 DX0167                         *CURRENT SURVEY CONTROL
 DX0167  ___________________________________________________________________
 DX0167* NAD 83(1986)-  33 49 16.     (N)    116 58 26.     (W)     SCALED    
 DX0167* NAVD 88     -       462.18   (+/-2cm)    1516.3    (feet)  VERTCON   
 DX0167  ___________________________________________________________________
 DX0167  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DX0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0167
 DX0167.The horizontal coordinates were scaled from a topographic map and have
 DX0167.an estimated accuracy of +/- 6 seconds.
 DX0167
 DX0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0167.The vertical order pertains to the NGVD 29 superseded value.
 DX0167
 DX0167.The geoid height was determined by GEOID03.
 DX0167
 DX0167;                    North         East    Units  Estimated Accuracy
 DX0167;SPC CA 6     -   683,720.    1,932,990.      MT  (+/- 180 meters Scaled)
 DX0167
 DX0167                          SUPERSEDED SURVEY CONTROL
 DX0167
 DX0167  NGVD 29 (??/??/??)  461.386  (m)         1513.73   (f) ADJUSTED    1 2
 DX0167
 DX0167.Superseded values are not recommended for survey control.
 DX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0167.See file dsdata.txt to determine how the superseded data were derived.
 DX0167
 DX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT024423(NAD 83)
 DX0167_MARKER: B = BOLT
 DX0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0167+STABILITY: SURFACE MOTION
 DX0167
 DX0167  HISTORY     - Date     Condition        Report By
 DX0167  HISTORY     - UNK      MONUMENTED       CA-065
 DX0167  HISTORY     - 1932     GOOD             NGS
 DX0167  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX0167
 DX0167                          STATION DESCRIPTION
 DX0167
 DX0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DX0167'3 MI N FROM SAN JACINTO.
 DX0167'3.0 MILES NORTH ALONG STATE HIGHWAY 79 FROM SAN JACINTO,
 DX0167'RIVERSIDE COUNTY, AND AT THE NORTHWEST CORNER OF THE SAN JACINTO
 DX0167'RIVER BRIDGE.  A BOLT, SET IN THE TOP OF A 2-FOOT SQUARE CONCRETE
 DX0167'POST.
 DX0167
 DX0167                          STATION RECOVERY (1959)
 DX0167
 DX0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DX0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2423 ***********************************************************************
 EV2423  DESIGNATION -  1513.93
 EV2423  PID         -  EV2423
 EV2423  STATE/COUNTY-  CA/LOS ANGELES
 EV2423  USGS QUAD   -  GLENDORA (1972)
 EV2423
 EV2423                         *CURRENT SURVEY CONTROL
 EV2423  ___________________________________________________________________
 EV2423* NAD 83(1986)-  34 14 08.     (N)    117 51 00.     (W)     SCALED    
 EV2423* NAVD 88     -       462.38   (+/-2cm)    1517.0    (feet)  VERTCON   
 EV2423  ___________________________________________________________________
 EV2423  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EV2423  VERT ORDER  -  THIRD (See Below)
 EV2423
 EV2423.The horizontal coordinates were scaled from a topographic map and have
 EV2423.an estimated accuracy of +/- 6 seconds.
 EV2423
 EV2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2423.The vertical order pertains to the NGVD 29 superseded value.
 EV2423
 EV2423.The geoid height was determined by GEOID03.
 EV2423
 EV2423;                    North         East    Units  Estimated Accuracy
 EV2423;SPC CA 5     -   581,600.    2,013,820.      MT  (+/- 180 meters Scaled)
 EV2423
 EV2423                          SUPERSEDED SURVEY CONTROL
 EV2423
 EV2423  NGVD 29 (??/??/??)  461.57   (m)         1514.3    (f) RESET       3  
 EV2423
 EV2423.Superseded values are not recommended for survey control.
 EV2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2423.See file dsdata.txt to determine how the superseded data were derived.
 EV2423
 EV2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT217886(NAD 83)
 EV2423_MARKER: P = PIPE CAP
 EV2423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2423_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2423_STAMPING: 401+29.60 50.20 1513.93 1933
 EV2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2423
 EV2423  HISTORY     - Date     Condition        Report By
 EV2423  HISTORY     - 1933     MONUMENTED       BPR
 EV2423  HISTORY     - 1934     GOOD             NGS
 EV2423  HISTORY     - 1961     MARK NOT FOUND   BPR
 EV2423  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 EV2423
 EV2423                          STATION DESCRIPTION
 EV2423
 EV2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV2423'10 MI NE FROM AZUSA.
 EV2423'10.0 MILES NORTHEAST ALONG THE SAN GABRIEL CANYON ROAD FROM AZUSA,
 EV2423'LOS ANGELES COUNTY, 0.5 MILE NORTHWEST OF THE WEST SLOPE CONSTRUCTION
 EV2423'CO. CAMP, AT A CONCRETE CULVERT, 25 FEET SOUTHWEST OF THE WEST
 EV2423'END, 27 FEET WEST OF THE WEST EDGE OF THE ROAD, AND 3 FEET ABOVE
 EV2423'BASE OF A LARGE ROCK OUTCROP.  A UNITED STATES BUREAU OF PUBLIC
 EV2423'ROADS STANDARD CAP, STAMPED 401+29.60 50.20 1513.93 1933 AND
 EV2423'FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
 EV2423
 EV2423                          STATION RECOVERY (1961)
 EV2423
 EV2423'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1961
 EV2423'MARK NOT FOUND.
 EV2423
 EV2423                          STATION RECOVERY (2006)
 EV2423
 EV2423'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 EV2423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4607 ***********************************************************************
 HS4607  DESIGNATION -  1516
 HS4607  PID         -  HS4607
 HS4607  STATE/COUNTY-  CA/TUOLUMNE
 HS4607  USGS QUAD   -  KEYSTONE (1987)
 HS4607
 HS4607                         *CURRENT SURVEY CONTROL
 HS4607  ___________________________________________________________________
 HS4607* NAD 83(1992)-  37 49 43.72415(N)    120 34 07.96282(W)     ADJUSTED  
 HS4607* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 HS4607  ___________________________________________________________________
 HS4607  EPOCH DATE  -        1991.35
 HS4607  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 HS4607  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HS4607  HORZ ORDER  -  SECOND
 HS4607
 HS4607.The horizontal coordinates were established by classical geodetic methods
 HS4607.and adjusted by the National Geodetic Survey in March 1994.
 HS4607.The horizontal coordinates are valid at the epoch date displayed above.
 HS4607.The epoch date for horizontal control is a decimal equivalence
 HS4607.of Year/Month/Day.
 HS4607
 HS4607.The orthometric height was scaled from a topographic map.
 HS4607
 HS4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4607
 HS4607.The geoid height was determined by GEOID03.
 HS4607
 HS4607;                    North         East     Units Scale Factor Converg.
 HS4607;SPC CA 3     -   647,475.298 1,993,936.615   MT  0.99993010   -0 02 31.8
 HS4607;SPC CA 3     - 2,124,258.54  6,541,773.71   sFT  0.99993010   -0 02 31.8
 HS4607;UTM  10      - 4,189,606.531   713,957.242   MT  1.00016387   +1 29 29.7
 HS4607
 HS4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4607!SPC CA 3     -   0.99993209  x   0.99993010  =   0.99986220
 HS4607!UTM  10      -   0.99993209  x   1.00016387  =   1.00009595
 HS4607
 HS4607                          SUPERSEDED SURVEY CONTROL
 HS4607
 HS4607  NAD 83(1986)-  37 49 43.70356(N)    120 34 07.97032(W) AD(1984.00) 2
 HS4607  NAD 27      -  37 49 43.96000(N)    120 34 04.24000(W) AD(       ) 2
 HS4607
 HS4607.Superseded values are not recommended for survey control.
 HS4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4607.See file dsdata.txt to determine how the superseded data were derived.
 HS4607
 HS4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG1395789607(NAD 83)
 HS4607_MARKER: DB = BENCH MARK DISK
 HS4607_SETTING: 66 = SET IN ROCK OUTCROP
 HS4607
 HS4607  HISTORY     - Date     Condition        Report By
 HS4607  HISTORY     - 1931     MONUMENTED       USGS
 HS4607  HISTORY     - 1972     GOOD             NGS
 HS4607
 HS4607                          STATION DESCRIPTION
 HS4607
 HS4607'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (JB)
 HS4607'BENCH MARK 1516 IS A USGS BM BRASS DISK STAMPED VA 1516.  IT
 HS4607'IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP PROJECTING ABOUT 5
 HS4607'FEET ABOVE THE GROUND.
 HS4607
 HS4607                          STATION RECOVERY (1972)
 HS4607
 HS4607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RMB)
 HS4607'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2767 ***********************************************************************
 FU2767  DESIGNATION -  152 A DWR
 FU2767  PID         -  FU2767
 FU2767  STATE/COUNTY-  CA/KERN
 FU2767  USGS QUAD   -  LOST HILLS NW (1973)
 FU2767
 FU2767                         *CURRENT SURVEY CONTROL
 FU2767  ___________________________________________________________________
 FU2767* NAD 83(1986)-  35 37 48.     (N)    119 42 26.     (W)     SCALED    
 FU2767* NAVD 88     -        97.34   (+/-2cm)     319.4    (feet)  VERTCON   
 FU2767  ___________________________________________________________________
 FU2767  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2767  VERT ORDER  -  THIRD (See Below)
 FU2767
 FU2767.The horizontal coordinates were scaled from a topographic map and have
 FU2767.an estimated accuracy of +/- 6 seconds.
 FU2767
 FU2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2767.The vertical order pertains to the NGVD 29 superseded value.
 FU2767
 FU2767.The geoid height was determined by GEOID03.
 FU2767
 FU2767;                    North         East    Units  Estimated Accuracy
 FU2767;SPC CA 5     -   737,600.    1,845,360.      MT  (+/- 180 meters Scaled)
 FU2767
 FU2767                          SUPERSEDED SURVEY CONTROL
 FU2767
 FU2767  NGVD 29 (??/??/??)   96.63   (m)          317.0    (f) RESET       3  
 FU2767
 FU2767.Superseded values are not recommended for survey control.
 FU2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2767.See file dsdata.txt to determine how the superseded data were derived.
 FU2767
 FU2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV548462(NAD 83)
 FU2767_MARKER: DD = SURVEY DISK
 FU2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2767_STAMPING: 152 A
 FU2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2767+STABILITY: SURFACE MOTION
 FU2767
 FU2767  HISTORY     - Date     Condition        Report By
 FU2767  HISTORY     - UNK      MONUMENTED       CADWR
 FU2767  HISTORY     - 1964     GOOD             NGS
 FU2767  HISTORY     - 1966     GOOD             NGS
 FU2767
 FU2767                          STATION DESCRIPTION
 FU2767
 FU2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2767'2 MI NW FROM LOST HILLS.
 FU2767'1.0 MILE WEST ALONG STATE HIGHWAY 46 FROM THE KERN COUNTY FIRE
 FU2767'STATION AT LOST HILLS, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD
 FU2767'TO A FENCE CORNER, THENCE 0.5 MILE NORTH ACROSS COUNTRY, 0.1
 FU2767'MILE SOUTHWEST OF THE CORNER COMMON TO SECTIONS 27-28-33-34, 0.6
 FU2767'MILE EAST-SOUTHEAST ACROSS COUNTRY FROM A WIND MILL AND WATER
 FU2767'TANK, 2.0 FEET EAST OF A WITNESS POST AND IN THE TOP OF A CONCRETE
 FU2767'POST PROJECTING 0.2 FOOT.
 FU2767
 FU2767                          STATION RECOVERY (1966)
 FU2767
 FU2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1133 ***********************************************************************
 KS1133  DESIGNATION -  152 B
 KS1133  PID         -  KS1133
 KS1133  STATE/COUNTY-  CA/BUTTE
 KS1133  USGS QUAD   -  CHICO (1978)
 KS1133
 KS1133                         *CURRENT SURVEY CONTROL
 KS1133  ___________________________________________________________________
 KS1133* NAD 83(1986)-  39 38 19.     (N)    121 47 47.     (W)     SCALED    
 KS1133* NAVD 88     -        47.419  (meters)     155.57   (feet)  ADJUSTED  
 KS1133  ___________________________________________________________________
 KS1133  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 KS1133  DYNAMIC HT  -          47.395 (meters)     155.50  (feet)  COMP
 KS1133  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 KS1133
 KS1133  VERT ORDER  -  FIRST     CLASS II
 KS1133
 KS1133.The horizontal coordinates were scaled from a topographic map and have
 KS1133.an estimated accuracy of +/- 6 seconds.
 KS1133
 KS1133.The orthometric height was determined by differential leveling
 KS1133.and adjusted in June 1991.
 KS1133
 KS1133.The geoid height was determined by GEOID03.
 KS1133
 KS1133.The dynamic height is computed by dividing the NAVD 88
 KS1133.geopotential number by the normal gravity value computed on the
 KS1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1133.degrees latitude (g = 980.6199 gals.).
 KS1133
 KS1133.The modeled gravity was interpolated from observed gravity values.
 KS1133
 KS1133;                    North         East    Units  Estimated Accuracy
 KS1133;SPC CA 2     -   718,920.    2,017,480.      MT  (+/- 180 meters Scaled)
 KS1133
 KS1133                          SUPERSEDED SURVEY CONTROL
 KS1133
 KS1133  NGVD 29 (??/??/??)   46.708  (m)          153.24   (f) ADJUSTED    1 2
 KS1133
 KS1133.Superseded values are not recommended for survey control.
 KS1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1133.See file dsdata.txt to determine how the superseded data were derived.
 KS1133
 KS1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ032883(NAD 83)
 KS1133_MARKER: Z = SEE DESCRIPTION
 KS1133_SETTING: 0 = UNSPECIFIED SETTING
 KS1133_STAMPING: 152 B 153.071 1902
 KS1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1133
 KS1133  HISTORY     - Date     Condition        Report By
 KS1133  HISTORY     - 1902     MONUMENTED       USGS
 KS1133  HISTORY     - 1948     GOOD             NGS
 KS1133  HISTORY     - 19880708 MARK NOT FOUND   NGS
 KS1133
 KS1133                          STATION DESCRIPTION
 KS1133
 KS1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS1133'0.4 MI SE FROM DURHAM.
 KS1133'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS1133'FROM THE STATION AT DURHAM, BUTTE COUNTY, ABOUT 9-3/4 POLES
 KS1133'SOUTHEAST OF MILEPOST 178, 35 FEET NORTHEAST OF THE TRACK, AND
 KS1133'15 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE-- THIS MARK
 KS1133'APPEARS TO HAVE BEEN HIT BY A HEAVY OBJECT.  IT IS LEANING AT AN
 KS1133'ANGLE OF 20 DEGREES FROM VERTICAL.
 KS1133
 KS1133                          STATION RECOVERY (1988)
 KS1133
 KS1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3413 ***********************************************************************
 EV3413  DESIGNATION -  152 DOR
 EV3413  PID         -  EV3413
 EV3413  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3413  USGS QUAD   -  CAJON (1996)
 EV3413
 EV3413                         *CURRENT SURVEY CONTROL
 EV3413  ___________________________________________________________________
 EV3413* NAD 83(1986)-  34 21 02.     (N)    117 23 09.     (W)     SCALED    
 EV3413* NAVD 88     -      1114.396  (meters)    3656.15   (feet)  ADJUSTED  
 EV3413  ___________________________________________________________________
 EV3413  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV3413  DYNAMIC HT  -        1112.991 (meters)    3651.54  (feet)  COMP
 EV3413  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 EV3413
 EV3413  VERT ORDER  -  FIRST     CLASS I
 EV3413
 EV3413.The horizontal coordinates were scaled from a topographic map and have
 EV3413.an estimated accuracy of +/- 6 seconds.
 EV3413
 EV3413.The orthometric height was determined by differential leveling
 EV3413.and adjusted in June 1991.
 EV3413
 EV3413.The geoid height was determined by GEOID03.
 EV3413
 EV3413.The dynamic height is computed by dividing the NAVD 88
 EV3413.geopotential number by the normal gravity value computed on the
 EV3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3413.degrees latitude (g = 980.6199 gals.).
 EV3413
 EV3413.The modeled gravity was interpolated from observed gravity values.
 EV3413
 EV3413;                    North         East    Units  Estimated Accuracy
 EV3413;SPC CA 5     -   594,520.    2,056,500.      MT  (+/- 180 meters Scaled)
 EV3413
 EV3413                          SUPERSEDED SURVEY CONTROL
 EV3413
 EV3413  NGVD 29 (??/??/92) 1113.512  (m)         3653.25   (f) ADJ UNCH    1 1
 EV3413
 EV3413.Superseded values are not recommended for survey control.
 EV3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3413.See file dsdata.txt to determine how the superseded data were derived.
 EV3413
 EV3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU645010(NAD 83)
 EV3413_MARKER: DS = TRIANGULATION STATION DISK
 EV3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3413_SP_SET: CONCRETE POST
 EV3413_STAMPING: 152 DOR 3653 1976
 EV3413_MARK LOGO: USGS  
 EV3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3413+STABILITY: SURFACE MOTION
 EV3413
 EV3413  HISTORY     - Date     Condition        Report By
 EV3413  HISTORY     - 1976     MONUMENTED       USGS
 EV3413  HISTORY     - 1978     GOOD             NGS
 EV3413  HISTORY     - 1983     GOOD             USGS
 EV3413  HISTORY     - 1984     GOOD             NGS
 EV3413  HISTORY     - 1985     GOOD             NGS
 EV3413  HISTORY     - 1987     GOOD             NGS
 EV3413  HISTORY     - 20060729 MARK NOT FOUND   INDIV
 EV3413
 EV3413                          STATION DESCRIPTION
 EV3413
 EV3413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3413'2.9 MI NE FROM SUMMIT.
 EV3413'2.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3413'FROM THE STATION AT SUMMIT, 2.8 MILES SOUTHWEST OF LUGO SIDING, 100
 EV3413'FT. SOUTHWEST OF MILE POST 53, 40 FT. NORTHWEST OF NORTHWEST RAIL OF
 EV3413'NORTHWEST TRACKS, 7.5 FT. NORTHEAST OF TELEGRAPH POLE PAINTED WHITE.
 EV3413
 EV3413                          STATION RECOVERY (1983)
 EV3413
 EV3413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3413'RECOVERED IN GOOD CONDITION.
 EV3413
 EV3413                          STATION RECOVERY (1984)
 EV3413
 EV3413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3413'RECOVERED IN GOOD CONDITION.
 EV3413
 EV3413                          STATION RECOVERY (1985)
 EV3413
 EV3413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3413'RECOVERED IN GOOD CONDITION.
 EV3413
 EV3413                          STATION RECOVERY (1987)
 EV3413
 EV3413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3413'RECOVERED IN GOOD CONDITION.
 EV3413
 EV3413                          STATION RECOVERY (2006)
 EV3413
 EV3413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 EV3413'NEW ROAD IN THE AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2768 ***********************************************************************
 FU2768  DESIGNATION -  152 DWR
 FU2768  PID         -  FU2768
 FU2768  STATE/COUNTY-  CA/KERN
 FU2768  USGS QUAD   -  LOST HILLS NW (1973)
 FU2768
 FU2768                         *CURRENT SURVEY CONTROL
 FU2768  ___________________________________________________________________
 FU2768* NAD 83(1986)-  35 37 51.     (N)    119 43 11.     (W)     SCALED    
 FU2768* NAVD 88     -       106.82   (+/-2cm)     350.5    (feet)  VERTCON   
 FU2768  ___________________________________________________________________
 FU2768  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 FU2768  VERT ORDER  -  THIRD (See Below)
 FU2768
 FU2768.The horizontal coordinates were scaled from a topographic map and have
 FU2768.an estimated accuracy of +/- 6 seconds.
 FU2768
 FU2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2768.The vertical order pertains to the NGVD 29 superseded value.
 FU2768
 FU2768.The geoid height was determined by GEOID03.
 FU2768
 FU2768;                    North         East    Units  Estimated Accuracy
 FU2768;SPC CA 5     -   737,710.    1,844,230.      MT  (+/- 180 meters Scaled)
 FU2768
 FU2768                          SUPERSEDED SURVEY CONTROL
 FU2768
 FU2768  NGVD 29 (??/??/??)  106.10   (m)          348.1    (f) RESET       3  
 FU2768
 FU2768.Superseded values are not recommended for survey control.
 FU2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2768.See file dsdata.txt to determine how the superseded data were derived.
 FU2768
 FU2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV537464(NAD 83)
 FU2768_MARKER: DD = SURVEY DISK
 FU2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2768_STAMPING: BM 152 1959
 FU2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2768+STABILITY: SURFACE MOTION
 FU2768
 FU2768  HISTORY     - Date     Condition        Report By
 FU2768  HISTORY     - 1959     MONUMENTED       CADWR
 FU2768  HISTORY     - 1964     GOOD             NGS
 FU2768  HISTORY     - 1966     GOOD             NGS
 FU2768
 FU2768                          STATION DESCRIPTION
 FU2768
 FU2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2768'2.6 MI NW FROM LOST HILLS.
 FU2768'1.0 MILE WEST ALONG STATE HIGHWAY 46 FROM THE KERN COUNTY FIRE
 FU2768'STATION AT LOST HILLS, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD
 FU2768'ALONG WEST SIDE OF FENCE, THENCE 0.5 MILE NORTH ACROSS COUNTRY,
 FU2768'THENCE 0.65 MILE WEST ACROSS COUNTRY, 0.05 MILE WEST OF A WIND
 FU2768'MILL AND WATER TANK, AT A FENCE CORNER, 3 1/2 FEET SOUTHEAST OF THE
 FU2768'FENCE CORNER, 1.8 FEET EAST OF A FENCE, 3.2 FEET NORTH OF A WITNESS
 FU2768'POST, 63 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST TRACK ROAD, AND
 FU2768'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU2768
 FU2768                          STATION RECOVERY (1966)
 FU2768
 FU2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1592 ***********************************************************************
 GU1592  DESIGNATION -  152.35 L
 GU1592  PID         -  GU1592
 GU1592  STATE/COUNTY-  CA/FRESNO
 GU1592  USGS QUAD   -  CALFLAX (1971)
 GU1592
 GU1592                         *CURRENT SURVEY CONTROL
 GU1592  ___________________________________________________________________
 GU1592* NAD 83(1986)-  36 15 41.     (N)    120 05 46.     (W)     SCALED    
 GU1592* NAVD 88     -       100.32   (+/-2cm)     329.1    (feet)  VERTCON   
 GU1592  ___________________________________________________________________
 GU1592  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 GU1592  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1592
 GU1592.The horizontal coordinates were scaled from a topographic map and have
 GU1592.an estimated accuracy of +/- 6 seconds.
 GU1592
 GU1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1592.The vertical order pertains to the NGVD 29 superseded value.
 GU1592
 GU1592.The geoid height was determined by GEOID03.
 GU1592
 GU1592;                    North         East    Units  Estimated Accuracy
 GU1592;SPC CA 4     -   603,540.    1,901,500.      MT  (+/- 180 meters Scaled)
 GU1592
 GU1592                          SUPERSEDED SURVEY CONTROL
 GU1592
 GU1592  NGVD 29 (??/??/92)   99.421  (m)          326.18   (f) ADJ UNCH    1 1
 GU1592
 GU1592.Superseded values are not recommended for survey control.
 GU1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1592.See file dsdata.txt to determine how the superseded data were derived.
 GU1592
 GU1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF608168(NAD 83)
 GU1592_MARKER: DD = SURVEY DISK
 GU1592_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1592+WITH SETTING: PAVEMENT
 GU1592_SP_SET: DECK
 GU1592_STAMPING: 152.35 L
 GU1592_MARK LOGO: BOR   
 GU1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1592+STABILITY: SURFACE MOTION
 GU1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1592+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1592
 GU1592  HISTORY     - Date     Condition        Report By
 GU1592  HISTORY     - UNK      MONUMENTED       BOR
 GU1592  HISTORY     - 1967     GOOD             NGS
 GU1592  HISTORY     - 1971     GOOD             NGS
 GU1592  HISTORY     - 19890214 GOOD             NGS
 GU1592
 GU1592                          STATION DESCRIPTION
 GU1592
 GU1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1592'65.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1592'65.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1592'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE NORTHEAST
 GU1592'SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE, DIRECTLY OVER
 GU1592'A CONCRETE PIER, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1592'NORTHEAST LEVEE ROAD, 3.7 FEET NORTHEAST OF THE EAST CORNER OF A
 GU1592'STEEL GRATE, 0.9 FOOT SOUTHWEST OF THE NORTHEAST CONCRETE
 GU1592'RETAINING WALL, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 GU1592
 GU1592                          STATION RECOVERY (1971)
 GU1592
 GU1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1592'RECOVERED IN GOOD CONDITION.
 GU1592
 GU1592                          STATION RECOVERY (1989)
 GU1592
 GU1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1592'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. NOTE--THERE
 GU1592'IS A LARG METAL ELECTRIC BOX OVER THE MARK AND A ROD CAN NO LONGER BE
 GU1592'PLACED ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2802 ***********************************************************************
 HS2802  DESIGNATION -  152.36 SPRR
 HS2802  PID         -  HS2802
 HS2802  STATE/COUNTY-  CA/SANTA CLARA
 HS2802  USGS QUAD   -  SAN JOSE EAST (1980)
 HS2802
 HS2802                         *CURRENT SURVEY CONTROL
 HS2802  ___________________________________________________________________
 HS2802* NAD 83(1986)-  37 17 03.     (N)    121 50 41.     (W)     SCALED    
 HS2802* NAVD 88     -        47.74   (+/-2cm)     156.6    (feet)  VERTCON   
 HS2802  ___________________________________________________________________
 HS2802  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HS2802  VERT ORDER  -  THIRD (See Below)
 HS2802
 HS2802.The horizontal coordinates were scaled from a topographic map and have
 HS2802.an estimated accuracy of +/- 6 seconds.
 HS2802
 HS2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2802.The vertical order pertains to the NGVD 29 superseded value.
 HS2802
 HS2802.The geoid height was determined by GEOID03.
 HS2802
 HS2802;                    North         East    Units  Estimated Accuracy
 HS2802;SPC CA 3     -   587,880.    1,880,760.      MT  (+/- 180 meters Scaled)
 HS2802
 HS2802                          SUPERSEDED SURVEY CONTROL
 HS2802
 HS2802  NGVD 29 (??/??/??)   46.89   (m)          153.8    (f) RESET       3  
 HS2802
 HS2802.Superseded values are not recommended for survey control.
 HS2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2802.See file dsdata.txt to determine how the superseded data were derived.
 HS2802
 HS2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG024270(NAD 83)
 HS2802_MARKER: Z = SEE DESCRIPTION
 HS2802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2802_SP_SET: CONCRETE BASE
 HS2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2802
 HS2802  HISTORY     - Date     Condition        Report By
 HS2802  HISTORY     - UNK      MONUMENTED       SPRR
 HS2802  HISTORY     - 1954     GOOD             NGS
 HS2802  HISTORY     - 1960     MARK NOT FOUND   NGS
 HS2802
 HS2802                          STATION DESCRIPTION
 HS2802
 HS2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS2802'0.3 MI W FROM LICK SIDING.
 HS2802'0.3 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 HS2802'THE CROSSING OF HILLSDALE AVENUE AT LICK SIDING, AT A DEEP ROCK
 HS2802'CUT, 143.5 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF A
 HS2802'24-INCH CONCRETE PIPE CULVERT, 99.8 FEET EAST OF THE EAST
 HS2802'CORNER OF THE CONCRETE BASE OF A SEMAPHORE WITH A TELEPHONE
 HS2802'ATTACHED, ABOUT 20 YARDS WEST OF THE EAST END OF THE CUT, 45.8
 HS2802'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.8 FEET
 HS2802'SOUTH OF A BOARD FENCE, ABOUT 1 FOOT HIGHER THAN THE TRACK, THE
 HS2802'HIGHEST POINT OF AN IRON RAIL SET VERTICALLY IN A CONCRETE BASE
 HS2802'PROJECTING 3.7 FEET ABOVE THE GROUND AND MARKED BY PAINTED
 HS2802'LETTERS B M - ELV 152.36.  NOTE-- THE RAIL HAS BEEN HIT AND IS
 HS2802'NOW LEANING TO ONE SIDE.
 HS2802
 HS2802                          STATION RECOVERY (1960)
 HS2802
 HS2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HS2802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1588 ***********************************************************************
 GU1588  DESIGNATION -  152.76 L
 GU1588  PID         -  GU1588
 GU1588  STATE/COUNTY-  CA/FRESNO
 GU1588  USGS QUAD   -  CALFLAX (1971)
 GU1588
 GU1588                         *CURRENT SURVEY CONTROL
 GU1588  ___________________________________________________________________
 GU1588* NAD 83(1986)-  36 15 20.     (N)    120 05 24.     (W)     SCALED    
 GU1588* NAVD 88     -       102.790  (meters)     337.24   (feet)  ADJUSTED  
 GU1588  ___________________________________________________________________
 GU1588  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 GU1588  DYNAMIC HT  -         102.700 (meters)     336.94  (feet)  COMP
 GU1588  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 GU1588
 GU1588  VERT ORDER  -  FIRST     CLASS I
 GU1588
 GU1588.The horizontal coordinates were scaled from a topographic map and have
 GU1588.an estimated accuracy of +/- 6 seconds.
 GU1588
 GU1588.The orthometric height was determined by differential leveling
 GU1588.and adjusted in June 1991.
 GU1588
 GU1588.The geoid height was determined by GEOID03.
 GU1588
 GU1588.The dynamic height is computed by dividing the NAVD 88
 GU1588.geopotential number by the normal gravity value computed on the
 GU1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1588.degrees latitude (g = 980.6199 gals.).
 GU1588
 GU1588.The modeled gravity was interpolated from observed gravity values.
 GU1588
 GU1588;                    North         East    Units  Estimated Accuracy
 GU1588;SPC CA 4     -   602,890.    1,902,050.      MT  (+/- 180 meters Scaled)
 GU1588
 GU1588                          SUPERSEDED SURVEY CONTROL
 GU1588
 GU1588  NGVD 29 (??/??/92)  101.907  (m)          334.34   (f) ADJ UNCH    1 1
 GU1588
 GU1588.Superseded values are not recommended for survey control.
 GU1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1588.See file dsdata.txt to determine how the superseded data were derived.
 GU1588
 GU1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF614162(NAD 83)
 GU1588_MARKER: DD = SURVEY DISK
 GU1588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1588_SP_SET: GUARDRAIL
 GU1588_STAMPING: 152.76 L
 GU1588_MARK LOGO: BOR   
 GU1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1588+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1588
 GU1588  HISTORY     - Date     Condition        Report By
 GU1588  HISTORY     - UNK      MONUMENTED       BOR
 GU1588  HISTORY     - 1967     GOOD             NGS
 GU1588  HISTORY     - 1972     GOOD             NGS
 GU1588  HISTORY     - 19890117 GOOD             NGS
 GU1588
 GU1588                          STATION DESCRIPTION
 GU1588
 GU1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1588'66 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1588'66.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1588'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE EAST END OF THE NORTH
 GU1588'CONCRETE GUARDRAIL OF DORRIS AVENUE (STATE HIGHWAY 198) BRIDGE
 GU1588'OVER THE AQUEDUCT, 20 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 GU1588'0.8 FOOT WEST OF THE EAST END OF THE GUARDRAIL, AND ABOUT 3 1/2
 GU1588'FEET HIGHER THAN THE AVENUE.  NOTE-- THIS MARK MAY ALSO BE
 GU1588'REACHED FROM THE POST OFFICE AT HURON BY GOING 3.7 MILES NORTH
 GU1588'ALONG LASSEN AVENUE, THENCE 0.85 MILES EAST ALONG STATE HIGHWAY
 GU1588'198.
 GU1588
 GU1588                          STATION RECOVERY (1972)
 GU1588
 GU1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1588'RECOVERED IN GOOD CONDITION.
 GU1588
 GU1588                          STATION RECOVERY (1989)
 GU1588
 GU1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1587 ***********************************************************************
 GU1587  DESIGNATION -  152.76R
 GU1587  PID         -  GU1587
 GU1587  STATE/COUNTY-  CA/FRESNO
 GU1587  USGS QUAD   -  CALFLAX (1971)
 GU1587
 GU1587                         *CURRENT SURVEY CONTROL
 GU1587  ___________________________________________________________________
 GU1587* NAD 83(1992)-  36 15 19.12060(N)    120 05 25.61131(W)     NO CHECK  
 GU1587* NAVD 88     -       102.604  (meters)     336.63   (feet)  ADJUSTED  
 GU1587  ___________________________________________________________________
 GU1587  EPOCH DATE  -        1991.35
 GU1587  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GU1587  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 GU1587  DYNAMIC HT  -         102.515 (meters)     336.33  (feet)  COMP
 GU1587  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 GU1587
 GU1587  HORZ ORDER  -  THIRD
 GU1587  VERT ORDER  -  SECOND    CLASS II
 GU1587
 GU1587.The horizontal coordinates were established by classical geodetic methods
 GU1587.and adjusted by the National Geodetic Survey in March 1994.
 GU1587.No horizontal observational check was made to the station.
 GU1587.The horizontal coordinates are valid at the epoch date displayed above.
 GU1587.The epoch date for horizontal control is a decimal equivalence
 GU1587.of Year/Month/Day.
 GU1587
 GU1587.The orthometric height was determined by differential leveling
 GU1587.and adjusted in October 2007.
 GU1587.No vertical observational check was made to the station.
 GU1587
 GU1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU1587
 GU1587.The geoid height was determined by GEOID03.
 GU1587
 GU1587.The dynamic height is computed by dividing the NAVD 88
 GU1587.geopotential number by the normal gravity value computed on the
 GU1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1587.degrees latitude (g = 980.6199 gals.).
 GU1587
 GU1587.The modeled gravity was interpolated from observed gravity values.
 GU1587
 GU1587;                    North         East     Units Scale Factor Converg.
 GU1587;SPC CA 4     -   602,860.296 1,902,004.984   MT  0.99996155   -0 39 02.0
 GU1587;SPC CA 4     - 1,977,884.15  6,240,161.35   sFT  0.99996155   -0 39 02.0
 GU1587;UTM  10      - 4,016,194.112   761,417.246   MT  1.00044210   +1 43 17.9
 GU1587
 GU1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU1587!SPC CA 4     -   0.99998921  x   0.99996155  =   0.99995076
 GU1587!UTM  10      -   0.99998921  x   1.00044210  =   1.00043130
 GU1587
 GU1587                          SUPERSEDED SURVEY CONTROL
 GU1587
 GU1587  NAD 83(1986)-  36 15 19.11941(N)    120 05 25.61085(W) AD(1984.00) 3
 GU1587  NAD 27      -  36 15 19.28399(N)    120 05 22.11258(W) AD(       ) 3
 GU1587  NAVD 88 (06/15/91)  102.916  (m)          337.65   (f) UNKNOWN     1 1
 GU1587  NGVD 29 (??/??/92)  102.040  (m)          334.78   (f) ADJ UNCH    1 1
 GU1587
 GU1587.Superseded values are not recommended for survey control.
 GU1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1587.See file dsdata.txt to determine how the superseded data were derived.
 GU1587
 GU1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6141716194(NAD 83)
 GU1587_MARKER: DD = SURVEY DISK
 GU1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1587_SP_SET: GUARDRAIL
 GU1587_STAMPING: BUREAU OF RECLAMATION B.M. 152.76R
 GU1587_MARK LOGO: BOR   
 GU1587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GU1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1587+STABILITY: SURFACE MOTION
 GU1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1587+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 GU1587
 GU1587  HISTORY     - Date     Condition        Report By
 GU1587  HISTORY     - 1973     MONUMENTED       BOR
 GU1587  HISTORY     - 1967     GOOD             NGS
 GU1587  HISTORY     - 1972     GOOD             NGS
 GU1587  HISTORY     - 19890117 GOOD             NGS
 GU1587  HISTORY     - 20040701 GOOD             CADT
 GU1587
 GU1587                          STATION DESCRIPTION
 GU1587
 GU1587'DESCRIBED BY US BUREAU OF RECLAMATION 1973 (HF)
 GU1587'BM 152.76R, STAMPED 152.76R IS A 3 INCH USBR BRASS DISK SET IN THE
 GU1587'SOUTHWEST END OF A BRIDGE RAIL.  IT IS 21 FEET SOUTH OF AND 3 FEET
 GU1587'HIGHER THAN THE CENTER OF STATE HIGHWAY 198 AND 4 FEET HIGHER THAN
 GU1587'THE STATION.
 GU1587
 GU1587                          STATION RECOVERY (1967)
 GU1587
 GU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GU1587'66 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1587'66.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1587'DOS AMIGOS PUMP PLANT, IN THE TOP AND 0.7 FOOT EAST OF THE WEST
 GU1587'END OF THE SOUTH CONCRETE GUARDRAIL OF DORRIS AVENUE (STATE
 GU1587'HIGHWAY 198) BRIDGE OVER THE AQUEDUCT, 20 1/2 FEET SOUTH OF THE
 GU1587'CENTER LINE OF THE AVENUE, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 GU1587'HIGHWAY.
 GU1587
 GU1587                          STATION RECOVERY (1972)
 GU1587
 GU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1587'RECOVERED IN GOOD CONDITION.
 GU1587
 GU1587                          STATION RECOVERY (1989)
 GU1587
 GU1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1587'RECOVERED IN GOOD CONDITION.
 GU1587
 GU1587                          STATION RECOVERY (2004)
 GU1587
 GU1587'RECOVERY NOTE BY CALTRANS 2004 (AO)
 GU1587'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THIS STATION WAS OBSERVED
 GU1587'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 GU1587'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0067 ***********************************************************************
 DC0067  DESIGNATION -  1524.4 USGS
 DC0067  PID         -  DC0067
 DC0067  STATE/COUNTY-  CA/SAN DIEGO
 DC0067  USGS QUAD   -  TECATE (1975)
 DC0067
 DC0067                         *CURRENT SURVEY CONTROL
 DC0067  ___________________________________________________________________
 DC0067* NAD 83(1986)-  32 37 01.     (N)    116 44 18.     (W)     SCALED    
 DC0067* NAVD 88     -       465.18   (+/-2cm)    1526.2    (feet)  VERTCON   
 DC0067  ___________________________________________________________________
 DC0067  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DC0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0067
 DC0067.The horizontal coordinates were scaled from a topographic map and have
 DC0067.an estimated accuracy of +/- 6 seconds.
 DC0067
 DC0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0067.The vertical order pertains to the NGVD 29 superseded value.
 DC0067
 DC0067.The geoid height was determined by GEOID03.
 DC0067
 DC0067;                    North         East    Units  Estimated Accuracy
 DC0067;SPC CA 6     -   550,050.    1,954,170.      MT  (+/- 180 meters Scaled)
 DC0067
 DC0067                          SUPERSEDED SURVEY CONTROL
 DC0067
 DC0067  NGVD 29 (??/??/??)  464.497  (m)         1523.94   (f) ADJUSTED    2 0
 DC0067
 DC0067.Superseded values are not recommended for survey control.
 DC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0067.See file dsdata.txt to determine how the superseded data were derived.
 DC0067
 DC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS245088(NAD 83)
 DC0067_MARKER: Q = CHISELED SQUARE
 DC0067_SETTING: 80 = SET IN A BOULDER
 DC0067_SP_SET: BOULDER
 DC0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0067+STABILITY: SURFACE MOTION
 DC0067
 DC0067  HISTORY     - Date     Condition        Report By
 DC0067  HISTORY     - UNK      MONUMENTED       USGS
 DC0067  HISTORY     - 1955     GOOD             NGS
 DC0067
 DC0067                          STATION DESCRIPTION
 DC0067
 DC0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0067'2.3 MI NW FROM BARRETT JUNCTION.
 DC0067'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE T JUNCTION OF
 DC0067'A COUNTY PAVED ROAD LEADING NORTH AT BARRETT JUNCTION, 4.0 MILES
 DC0067'SOUTHEAST OF DULZURA, ON THE OUTSIDE OF A CURVE, 100 FEET
 DC0067'NORTHWEST OF THE CENTER LINE OF A GRADED ROAD LEADING SOUTHWEST
 DC0067'TO TECATE MOUNTAIN RANCH, IN THE TOP OF A SMALL BOULDER WHICH
 DC0067'PROJECTS 0.1 FOOT ABOVE THE BOTTOM OF A DRAIN DITCH, 35.4 FEET
 DC0067'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTHEAST
 DC0067'OF A 2- BY 6-INCH WHITE PAINTED WITNESS POST, AND ABOUT LEVEL
 DC0067'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2468 ***********************************************************************
 GU2468  DESIGNATION -  1529 USGS
 GU2468  PID         -  GU2468
 GU2468  STATE/COUNTY-  CA/SAN BENITO
 GU2468  USGS QUAD   -  TOPO VALLEY (1984)
 GU2468
 GU2468                         *CURRENT SURVEY CONTROL
 GU2468  ___________________________________________________________________
 GU2468* NAD 83(1986)-  36 28 44.     (N)    121 04 10.     (W)     SCALED    
 GU2468* NAVD 88     -       467.02   (+/-2cm)    1532.2    (feet)  VERTCON   
 GU2468  ___________________________________________________________________
 GU2468  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 GU2468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2468
 GU2468.The horizontal coordinates were scaled from a topographic map and have
 GU2468.an estimated accuracy of +/- 6 seconds.
 GU2468
 GU2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2468.The vertical order pertains to the NGVD 29 superseded value.
 GU2468
 GU2468.The geoid height was determined by GEOID03.
 GU2468
 GU2468;                    North         East    Units  Estimated Accuracy
 GU2468;SPC CA 4     -   629,110.    1,814,570.      MT  (+/- 180 meters Scaled)
 GU2468
 GU2468                          SUPERSEDED SURVEY CONTROL
 GU2468
 GU2468  NGVD 29 (??/??/92)  466.014  (m)         1528.91   (f) ADJ UNCH    2 0
 GU2468
 GU2468.Superseded values are not recommended for survey control.
 GU2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2468.See file dsdata.txt to determine how the superseded data were derived.
 GU2468
 GU2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF729387(NAD 83)
 GU2468_MARKER: P = PIPE CAP
 GU2468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2468_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2468_STAMPING: 1529 1917 4
 GU2468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2468
 GU2468  HISTORY     - Date     Condition        Report By
 GU2468  HISTORY     - 1917     MONUMENTED       USGS
 GU2468  HISTORY     - 1935     GOOD             NGS
 GU2468
 GU2468                          STATION DESCRIPTION
 GU2468
 GU2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GU2468'2.7 MI SE FROM SAN BENITO.
 GU2468'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM SAN BENITO, SAN
 GU2468'BENITO COUNTY, ABOUT 800 FEET NORTH OF THE PAICINES RANCH HOUSE,
 GU2468'28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 21.5 FEET
 GU2468'NORTH OF THE CENTER OF A WINDMILL.  A UNITED STATES GEOLOGICAL
 GU2468'SURVEY STANDARD CAP, STAMPED 1529 1917 4 AND RIVETED ON THE TOP
 GU2468'OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0154 ***********************************************************************
 FU0154  DESIGNATION -  1529 USGS
 FU0154  PID         -  FU0154
 FU0154  STATE/COUNTY-  CA/KERN
 FU0154  USGS QUAD   -  MT ADELAIDE (1994)
 FU0154
 FU0154                         *CURRENT SURVEY CONTROL
 FU0154  ___________________________________________________________________
 FU0154* NAD 83(1986)-  35 28 56.     (N)    118 42 41.     (W)     SCALED    
 FU0154* NAVD 88     -       466.87   (+/-2cm)    1531.7    (feet)  VERTCON   
 FU0154  ___________________________________________________________________
 FU0154  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FU0154  VERT ORDER  -  THIRD (See Below)
 FU0154
 FU0154.The horizontal coordinates were scaled from a topographic map and have
 FU0154.an estimated accuracy of +/- 6 seconds.
 FU0154
 FU0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0154.The vertical order pertains to the NGVD 29 superseded value.
 FU0154
 FU0154.The geoid height was determined by GEOID03.
 FU0154
 FU0154;                    North         East    Units  Estimated Accuracy
 FU0154;SPC CA 5     -   720,120.    1,935,440.      MT  (+/- 180 meters Scaled)
 FU0154
 FU0154                          SUPERSEDED SURVEY CONTROL
 FU0154
 FU0154  NGVD 29 (??/??/??)  465.95   (m)         1528.7    (f) RESET       3  
 FU0154
 FU0154.Superseded values are not recommended for survey control.
 FU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0154.See file dsdata.txt to determine how the superseded data were derived.
 FU0154
 FU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV447278(NAD 83)
 FU0154_MARKER: DD = SURVEY DISK
 FU0154_SETTING: 80 = SET IN A BOULDER
 FU0154_SP_SET: BOULDER
 FU0154_STAMPING: 1529 H 11 1934
 FU0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0154+STABILITY: SURFACE MOTION
 FU0154
 FU0154  HISTORY     - Date     Condition        Report By
 FU0154  HISTORY     - 1934     MONUMENTED       USGS
 FU0154  HISTORY     - 1952     GOOD             NGS
 FU0154
 FU0154                          STATION DESCRIPTION
 FU0154
 FU0154'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0154'16.4 MI W FROM HOBO HOT SPRINGS.
 FU0154'16.4 MILES WEST ALONG STATE HIGHWAY 178 FROM HOBO HOT SPRINGS
 FU0154'HOTEL AT HOBO HOT SPRINGS, KERN COIUNTY, ON THE EAST BANK OF
 FU0154'KERN RIVER, 18 FEET NORTHWEST OF THE WEST END OF HIGHWAY CULVERT
 FU0154'G 154 + 25, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FU0154'IN THE TOP OF A LARGE GRANITE BOULDER.  A UNITED STATES GEOLOGICAL
 FU0154'SURVEY STANDARD DISK, STAMPED 1529 H 11 1934.
 FU0154
 FU0154                          STATION RECOVERY (1952)
 FU0154
 FU0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FU0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1537 ***********************************************************************
 GT1537  DESIGNATION -  153
 GT1537  PID         -  GT1537
 GT1537  STATE/COUNTY-  CA/FRESNO
 GT1537  USGS QUAD   -  KEARNEY PARK (1981)
 GT1537
 GT1537                         *CURRENT SURVEY CONTROL
 GT1537  ___________________________________________________________________
 GT1537* NAD 83(1986)-  36 43 15.     (N)    119 58 12.     (W)     SCALED    
 GT1537* NAVD 88     -        73.99   (+/-2cm)     242.7    (feet)  VERTCON   
 GT1537  ___________________________________________________________________
 GT1537  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 GT1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1537
 GT1537.The horizontal coordinates were scaled from a topographic map and have
 GT1537.an estimated accuracy of +/- 6 seconds.
 GT1537
 GT1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1537.The vertical order pertains to the NGVD 29 superseded value.
 GT1537
 GT1537.The geoid height was determined by GEOID03.
 GT1537
 GT1537;                    North         East    Units  Estimated Accuracy
 GT1537;SPC CA 4     -   654,400.    1,913,350.      MT  (+/- 180 meters Scaled)
 GT1537
 GT1537                          SUPERSEDED SURVEY CONTROL
 GT1537
 GT1537  NGVD 29 (??/??/92)   73.231  (m)          240.26   (f) ADJ UNCH    2 0
 GT1537
 GT1537.Superseded values are not recommended for survey control.
 GT1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1537.See file dsdata.txt to determine how the superseded data were derived.
 GT1537
 GT1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA347680(NAD 83)
 GT1537_MARKER: DD = SURVEY DISK
 GT1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1537_STAMPING: 1 53
 GT1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1537+STABILITY: SURFACE MOTION
 GT1537
 GT1537  HISTORY     - Date     Condition        Report By
 GT1537  HISTORY     - UNK      MONUMENTED       CA-019
 GT1537  HISTORY     - 1959     GOOD             NGS
 GT1537
 GT1537                          STATION DESCRIPTION
 GT1537
 GT1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1537'6.8 MI SE FROM KERMAN.
 GT1537'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1537'STATION AT KERMAN, THENCE 1.45 MILES SOUTH ALONG DICKENSON
 GT1537'AVENUE, AT THE INTERSECTION OF CALIFORNIA AVENUE, 30 FEET WEST
 GT1537'OF THE CENTER LINE OF DICKENSON AVENUE, 165 FEET NORTH OF THE
 GT1537'CENTER LINE OF CALIFORNIA AVENUE, 4 FEET SOUTH OF A TELEPHONE
 GT1537'POLE, 0.6 FOOT EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 GT1537'THAN THE AVENUES, AND SET IN THE TOP OF A CONCRETE POST
 GT1537'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0459 ***********************************************************************
 JT0459  DESIGNATION -  153
 JT0459  PID         -  JT0459
 JT0459  STATE/COUNTY-  CA/NAPA
 JT0459  USGS QUAD   -  RUTHERFORD (1973)
 JT0459
 JT0459                         *CURRENT SURVEY CONTROL
 JT0459  ___________________________________________________________________
 JT0459* NAD 83(1986)-  38 26 12.     (N)    122 24 12.     (W)     SCALED    
 JT0459* NAVD 88     -        47.93   (+/-2cm)     157.3    (feet)  VERTCON   
 JT0459  ___________________________________________________________________
 JT0459  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JT0459  VERT ORDER  -  THIRD (See Below)
 JT0459
 JT0459.The horizontal coordinates were scaled from a topographic map and have
 JT0459.an estimated accuracy of +/- 6 seconds.
 JT0459
 JT0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0459.The vertical order pertains to the NGVD 29 superseded value.
 JT0459
 JT0459.The geoid height was determined by GEOID03.
 JT0459
 JT0459;                    North         East    Units  Estimated Accuracy
 JT0459;SPC CA 2     -   585,550.    1,964,790.      MT  (+/- 180 meters Scaled)
 JT0459
 JT0459                          SUPERSEDED SURVEY CONTROL
 JT0459
 JT0459  NGVD 29 (??/??/??)   47.10   (m)          154.5    (f) RESET       3  
 JT0459
 JT0459.Superseded values are not recommended for survey control.
 JT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0459.See file dsdata.txt to determine how the superseded data were derived.
 JT0459
 JT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH520544(NAD 83)
 JT0459_MARKER: P = PIPE CAP
 JT0459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0459_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0459_STAMPING: 153
 JT0459_MARK LOGO: USGS  
 JT0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0459
 JT0459  HISTORY     - Date     Condition        Report By
 JT0459  HISTORY     - UNK      MONUMENTED       USGS
 JT0459  HISTORY     - 1951     GOOD             CGS
 JT0459  HISTORY     - 1985     GOOD             USPSQD
 JT0459  HISTORY     - 1985     GOOD             USPSQD
 JT0459  HISTORY     - 1990     POOR             USPSQD
 JT0459
 JT0459                          STATION DESCRIPTION
 JT0459
 JT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0459'AT OAKVILLE.
 JT0459'AT OAKVILLE, 93.0 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 JT0459'SOUTHERN PACIFIC COMPANY RAILROAD STATION, 57.0 FEET NORTHEAST
 JT0459'OF A 30-INCH OAK TREE, 42.0 FEET NORTHWEST OF THE CENTER LINE
 JT0459'OF STATE HIGHWAY 29, 26.0 FEET WEST OF A TELEPHONE POLE, 0.3
 JT0459'FEET NORTHEAST OF A 1 1/2-INCH IRON PIPE PROJECTING 4.0 FEET
 JT0459'ABOVE THE GROUND, AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON
 JT0459'PIPE FLUSH WITH THE GROUND.  (THIS IS A SLANTING MARK.)
 JT0459
 JT0459                          STATION RECOVERY (1985)
 JT0459
 JT0459'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0459'NOTE: THE 1 1/2 IRON PINE BENT TO THE SOUTHEAST.
 JT0459
 JT0459                          STATION RECOVERY (1985)
 JT0459
 JT0459'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0459'NOTE: THE 1 1/2 IRON PINE BENT TO THE SOUTHEAST.
 JT0459
 JT0459                          STATION RECOVERY (1990)
 JT0459
 JT0459'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0459'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2649 ***********************************************************************
 FU2649  DESIGNATION -  153 A
 FU2649  PID         -  FU2649
 FU2649  STATE/COUNTY-  CA/KERN
 FU2649  USGS QUAD   -  LOST HILLS (1973)
 FU2649
 FU2649                         *CURRENT SURVEY CONTROL
 FU2649  ___________________________________________________________________
 FU2649* NAD 83(1986)-  35 36 59.     (N)    119 42 04.     (W)     SCALED    
 FU2649* NAVD 88     -        97.361  (meters)     319.43   (feet)  ADJUSTED  
 FU2649  ___________________________________________________________________
 FU2649  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2649  DYNAMIC HT  -          97.268 (meters)     319.12  (feet)  COMP
 FU2649  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 FU2649
 FU2649  VERT ORDER  -  FIRST     CLASS I
 FU2649
 FU2649.The horizontal coordinates were scaled from a topographic map and have
 FU2649.an estimated accuracy of +/- 6 seconds.
 FU2649
 FU2649.The orthometric height was determined by differential leveling
 FU2649.and adjusted in June 1991.
 FU2649
 FU2649.The geoid height was determined by GEOID03.
 FU2649
 FU2649.The dynamic height is computed by dividing the NAVD 88
 FU2649.geopotential number by the normal gravity value computed on the
 FU2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU2649.degrees latitude (g = 980.6199 gals.).
 FU2649
 FU2649.The modeled gravity was interpolated from observed gravity values.
 FU2649
 FU2649;                    North         East    Units  Estimated Accuracy
 FU2649;SPC CA 5     -   736,080.    1,845,880.      MT  (+/- 180 meters Scaled)
 FU2649
 FU2649                          SUPERSEDED SURVEY CONTROL
 FU2649
 FU2649.No superseded survey control is available for this station.
 FU2649
 FU2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV553447(NAD 83)
 FU2649_MARKER: DD = SURVEY DISK
 FU2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2649_SP_SET: CONCRETE POST
 FU2649_STAMPING: 153 A
 FU2649_MARK LOGO: CADWR 
 FU2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2649+STABILITY: SURFACE MOTION
 FU2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU2649+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1989
 FU2649
 FU2649  HISTORY     - Date     Condition        Report By
 FU2649  HISTORY     - UNK      MONUMENTED       CADWR
 FU2649  HISTORY     - 1964     GOOD             NGS
 FU2649  HISTORY     - 1975     GOOD             NGS
 FU2649  HISTORY     - 19890302 GOOD             NGS
 FU2649
 FU2649                          STATION DESCRIPTION
 FU2649
 FU2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2649'AT LOST HILLS.
 FU2649'AT LOST HILLS, 0.6 MILE WEST ALONG STATE HIGHWAY 46 FROM THE
 FU2649'LOST HILLS SUBSTATION OF KERN COUNTY FIRE DEPARTMENT, AT LOST
 FU2649'HILLS SCHOOL, ABOUT 150 SOUTH OF BENCH MARK E 873, 28 FEET WEST
 FU2649'OF THE CENTER LINE OF A STREET ALONG THE EAST SIDE OF THE SCHOOL,
 FU2649'1.5 FEET EAST OF THE SOUTHEAST CORNER OF A FENCE AROUND THE
 FU2649'TENNIS COURT, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 FU2649'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU2649'0.2 FOOT ABOVE THE GROUND.
 FU2649
 FU2649                          STATION RECOVERY (1975)
 FU2649
 FU2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2649'RECOVERED IN GOOD CONDITION.
 FU2649
 FU2649                          STATION RECOVERY (1989)
 FU2649
 FU2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1555 ***********************************************************************
 HS1555  DESIGNATION -  153 B USGS
 HS1555  PID         -  HS1555
 HS1555  STATE/COUNTY-  CA/MERCED
 HS1555  USGS QUAD   -  ATWATER (1987)
 HS1555
 HS1555                         *CURRENT SURVEY CONTROL
 HS1555  ___________________________________________________________________
 HS1555* NAD 83(1986)-  37 20 11.     (N)    120 35 01.     (W)     SCALED    
 HS1555* NAVD 88     -        47.30   (+/-2cm)     155.2    (feet)  VERTCON   
 HS1555  ___________________________________________________________________
 HS1555  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HS1555  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1555
 HS1555.The horizontal coordinates were scaled from a topographic map and have
 HS1555.an estimated accuracy of +/- 6 seconds.
 HS1555
 HS1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1555.The vertical order pertains to the NGVD 29 superseded value.
 HS1555
 HS1555.The geoid height was determined by GEOID03.
 HS1555
 HS1555;                    North         East    Units  Estimated Accuracy
 HS1555;SPC CA 3     -   592,830.    1,992,590.      MT  (+/- 180 meters Scaled)
 HS1555
 HS1555                          SUPERSEDED SURVEY CONTROL
 HS1555
 HS1555  NGVD 29 (??/??/92)   46.55   (m)          152.7    (f) COMPUTED    1 2
 HS1555
 HS1555.Superseded values are not recommended for survey control.
 HS1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1555.See file dsdata.txt to determine how the superseded data were derived.
 HS1555
 HS1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG140349(NAD 83)
 HS1555_MARKER: P = PIPE CAP
 HS1555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1555_STAMPING: 153B 1901
 HS1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1555
 HS1555  HISTORY     - Date     Condition        Report By
 HS1555  HISTORY     - 1901     MONUMENTED       USGS
 HS1555  HISTORY     - 1930     GOOD             NGS
 HS1555
 HS1555                          STATION DESCRIPTION
 HS1555
 HS1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 HS1555'1.6 MI SE FROM ATWATER.
 HS1555'1.6 MILES SOUTH EAST OF ATWATER, AT SIDING BUHACH, ACROSS THE
 HS1555'HIGHWAY AND JUST NORTH OF WEST END OF STATION BLDG, 20 FEET NORTH
 HS1555'OF HIWAY. 99.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1556 ***********************************************************************
 HS1556  DESIGNATION -  153 RESET 1931
 HS1556  PID         -  HS1556
 HS1556  STATE/COUNTY-  CA/MERCED
 HS1556  USGS QUAD   -  ATWATER (1987)
 HS1556
 HS1556                         *CURRENT SURVEY CONTROL
 HS1556  ___________________________________________________________________
 HS1556* NAD 83(1986)-  37 20 06.     (N)    120 34 50.     (W)     SCALED    
 HS1556* NAVD 88     -        47.89   (+/-2cm)     157.1    (feet)  VERTCON   
 HS1556  ___________________________________________________________________
 HS1556  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 HS1556  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1556
 HS1556.The horizontal coordinates were scaled from a topographic map and have
 HS1556.an estimated accuracy of +/- 6 seconds.
 HS1556
 HS1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1556.The vertical order pertains to the NGVD 29 superseded value.
 HS1556
 HS1556.The geoid height was determined by GEOID03.
 HS1556
 HS1556;                    North         East    Units  Estimated Accuracy
 HS1556;SPC CA 3     -   592,670.    1,992,860.      MT  (+/- 180 meters Scaled)
 HS1556
 HS1556                          SUPERSEDED SURVEY CONTROL
 HS1556
 HS1556  NGVD 29 (??/??/92)   47.137  (m)          154.65   (f) ADJ UNCH    1 2
 HS1556
 HS1556.Superseded values are not recommended for survey control.
 HS1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1556.See file dsdata.txt to determine how the superseded data were derived.
 HS1556
 HS1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG143347(NAD 83)
 HS1556_MARKER: P = PIPE CAP
 HS1556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1556_STAMPING: 153.100 B 1901
 HS1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1556
 HS1556  HISTORY     - Date     Condition        Report By
 HS1556  HISTORY     - 1901     MONUMENTED       USGS
 HS1556  HISTORY     - 1958     GOOD             NGS
 HS1556  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 HS1556  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 HS1556
 HS1556                          STATION DESCRIPTION
 HS1556
 HS1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1556'1.8 MI SE FROM ATWATER.
 HS1556'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1556'FROM THE STATION AT ATWATER, IN R13E T7S S7, ABOUT 4 POLES
 HS1556'NORTHWEST OF MILEPOLE 145, 46.7 FEET SOUTHWEST OF THE SOUTHWEST
 HS1556'RAIL, 62 FEET EAST OF THE CENTER OF THE T JUNCTION OF A FRONTAGE
 HS1556'ROAD AND STATION AVENUE, 21 FEET NORTHEAST OF THE CENTER LINE
 HS1556'OF THE ROAD, 12 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT
 HS1556'LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 HS1556'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HS1556
 HS1556                          STATION RECOVERY (1979)
 HS1556
 HS1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HS1556'MARK NOT FOUND.
 HS1556
 HS1556                          STATION RECOVERY (1987)
 HS1556
 HS1556'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (UNK)
 HS1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1585 ***********************************************************************
 GU1585  DESIGNATION -  153.30 L
 GU1585  PID         -  GU1585
 GU1585  STATE/COUNTY-  CA/FRESNO
 GU1585  USGS QUAD   -  HURON (1971)
 GU1585
 GU1585                         *CURRENT SURVEY CONTROL
 GU1585  ___________________________________________________________________
 GU1585* NAD 83(1986)-  36 14 59.     (N)    120 04 59.     (W)     SCALED    
 GU1585* NAVD 88     -       102.43   (+/-2cm)     336.1    (feet)  VERTCON   
 GU1585  ___________________________________________________________________
 GU1585  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 GU1585  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1585
 GU1585.The horizontal coordinates were scaled from a topographic map and have
 GU1585.an estimated accuracy of +/- 6 seconds.
 GU1585
 GU1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1585.The vertical order pertains to the NGVD 29 superseded value.
 GU1585
 GU1585.The geoid height was determined by GEOID03.
 GU1585
 GU1585;                    North         East    Units  Estimated Accuracy
 GU1585;SPC CA 4     -   602,230.    1,902,660.      MT  (+/- 180 meters Scaled)
 GU1585
 GU1585                          SUPERSEDED SURVEY CONTROL
 GU1585
 GU1585  NGVD 29 (??/??/92)  101.532  (m)          333.11   (f) ADJ UNCH    1 1
 GU1585
 GU1585.Superseded values are not recommended for survey control.
 GU1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1585.See file dsdata.txt to determine how the superseded data were derived.
 GU1585
 GU1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF621155(NAD 83)
 GU1585_MARKER: DD = SURVEY DISK
 GU1585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1585_SP_SET: WINGWALL
 GU1585_STAMPING: 153.30 L
 GU1585_MARK LOGO: BOR   
 GU1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1585+STABILITY: SURFACE MOTION
 GU1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1585+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1585
 GU1585  HISTORY     - Date     Condition        Report By
 GU1585  HISTORY     - UNK      MONUMENTED       BOR
 GU1585  HISTORY     - 1967     GOOD             NGS
 GU1585  HISTORY     - 1971     GOOD             NGS
 GU1585  HISTORY     - 19890214 GOOD             NGS
 GU1585
 GU1585                          STATION DESCRIPTION
 GU1585
 GU1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1585'66.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1585'66.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1585'AMIGOS PUMP PLNAT, IN THE TOP AND 1.4 FEET SOUTHWEST OF THE
 GU1585'NORTHEAST END OF THE NORTH CONCRETE WINGWALL OF A CONCRETE
 GU1585'BRIDGE OVER THE AQUEDUCT, 12 FEET NORTHWEST OF THE CENTER LINE
 GU1585'OF THE BRIDGE, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU1585'LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU1585
 GU1585                          STATION RECOVERY (1971)
 GU1585
 GU1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1585'RECOVERED IN GOOD CONDITION.
 GU1585
 GU1585                          STATION RECOVERY (1989)
 GU1585
 GU1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1585'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 GU1585'DISK FOUND AT THIS LOCATION HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1586 ***********************************************************************
 GU1586  HT_MOD      -  This is a Height Modernization Survey Station.
 GU1586  DESIGNATION -  153.30 R
 GU1586  PID         -  GU1586
 GU1586  STATE/COUNTY-  CA/FRESNO
 GU1586  USGS QUAD   -  HURON (1971)
 GU1586
 GU1586                         *CURRENT SURVEY CONTROL
 GU1586  ___________________________________________________________________
 GU1586* NAD 83(2007)-  36 14 57.88924(N)    120 05 01.66873(W)     ADJUSTED  
 GU1586* NAVD 88     -       101.57   (meters)     333.2    (feet)  GPS OBS   
 GU1586  ___________________________________________________________________
 GU1586  EPOCH DATE  -        2007.00
 GU1586  X           -  -2,581,388.616 (meters)                     COMP
 GU1586  Y           -  -4,456,032.937 (meters)                     COMP
 GU1586  Z           -   3,750,585.965 (meters)                     COMP
 GU1586  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GU1586  ELLIP HEIGHT-          67.652 (meters)          (02/10/07) ADJUSTED
 GU1586  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 GU1586
 GU1586  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU1586  Type    PID    Designation                      North   East  Ellip
 GU1586  -------------------------------------------------------------------
 GU1586  NETWORK GU1586 153.30 R                          1.29   1.49   3.70
 GU1586  -------------------------------------------------------------------
 GU1586
 GU1586.The horizontal coordinates were established by GPS observations
 GU1586.and adjusted by the National Geodetic Survey in February 2007.
 GU1586
 GU1586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU1586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU1586.The horizontal coordinates are valid at the epoch date displayed above.
 GU1586.The epoch date for horizontal control is a decimal equivalence
 GU1586.of Year/Month/Day.
 GU1586
 GU1586.The orthometric height was determined by GPS observations and a
 GU1586.high-resolution geoid model.
 GU1586.The orthometric height was determined by GPS observations and a
 GU1586.high-resolution geoid model using precise GPS observation and
 GU1586.processing techniques. It supersedes the leveled height previously
 GU1586.determined for this station.
 GU1586
 GU1586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU1586
 GU1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU1586
 GU1586.The ellipsoidal height was determined by GPS observations
 GU1586.and is referenced to NAD 83.
 GU1586
 GU1586.The geoid height was determined by GEOID03.
 GU1586
 GU1586;                    North         East     Units Scale Factor Converg.
 GU1586;SPC CA 4     -   602,199.178 1,902,595.252   MT  0.99996222   -0 38 47.7
 GU1586;SPC CA 4     - 1,975,715.14  6,242,097.92   sFT  0.99996222   -0 38 47.7
 GU1586;UTM  10      - 4,015,557.684   762,034.669   MT  1.00044609   +1 43 31.2
 GU1586
 GU1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU1586!SPC CA 4     -   0.99998938  x   0.99996222  =   0.99995160
 GU1586!UTM  10      -   0.99998938  x   1.00044609  =   1.00043547
 GU1586
 GU1586                          SUPERSEDED SURVEY CONTROL
 GU1586
 GU1586  NAD 83(1998)-  36 14 57.88880(N)    120 05 01.66948(W) AD(2004.50) B
 GU1586  ELLIP H (06/30/05)   67.683  (m)                       GP(       ) 4 1
 GU1586  NAVD 88 (06/15/91)  101.931  (m)          334.42   (f) ADJUSTED    1 1
 GU1586  NGVD 29 (??/??/92)  101.047  (m)          331.52   (f) ADJ UNCH    1 1
 GU1586
 GU1586.Superseded values are not recommended for survey control.
 GU1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1586.See file dsdata.txt to determine how the superseded data were derived.
 GU1586
 GU1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF6203515558(NAD 83)
 GU1586_MARKER: DB = BENCH MARK DISK
 GU1586_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1586_SP_SET: WINGWALL
 GU1586_STAMPING: 153.30 R
 GU1586_MARK LOGO: BOR   
 GU1586_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1586+STABILITY: SURFACE MOTION
 GU1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1586+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 GU1586
 GU1586  HISTORY     - Date     Condition        Report By
 GU1586  HISTORY     - UNK      MONUMENTED       BOR
 GU1586  HISTORY     - 1967     GOOD             NGS
 GU1586  HISTORY     - 1971     GOOD             NGS
 GU1586  HISTORY     - 19890203 GOOD             NGS
 GU1586  HISTORY     - 20040901 GOOD             CSRC
 GU1586
 GU1586                          STATION DESCRIPTION
 GU1586
 GU1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1586'66.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1586'66.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1586'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.4 FEET NORTHEAST OF THE
 GU1586'SOUTHWEST END OF THE SOUTH CONCRETE WING WALL OF A CONCRETE BRIDGE
 GU1586'OVER THE AQUEDUCT, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GU1586'BRIDGE, 11 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 GU1586'LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU1586
 GU1586                          STATION RECOVERY (1971)
 GU1586
 GU1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1586'RECOVERED IN GOOD CONDITION.
 GU1586
 GU1586                          STATION RECOVERY (1989)
 GU1586
 GU1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1586'RECOVERED IN GOOD CONDITION.
 GU1586
 GU1586                          STATION RECOVERY (2004)
 GU1586
 GU1586'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 GU1586'MONUMENT IS LOCATED APPROXIMATELY 27.4 KM (17 MILES) NORTH OF AVENAL
 GU1586'AND 27.4 KM (17  MILES) WEST OF LEMOORE, ON THE CALIFORNIA AQUEDUCT
 GU1586'NEAR THE INTERSECTION WITH HWY 198. TO REACH FROM THE INTERSECTION OF
 GU1586'I-5 AND HWY 198, GO EAST ON HWY 198 APPROXIMATELY  12.60 KM (7.8
 GU1586'MILES) TO A TRAFFIC SIGNAL AND THE INTERSECTION OF HWY 269 AND HWY
 GU1586'198.  CONTINUE EAST ON HWY 198 FOR 1.6 KM  (1.0 MILES) TO THE
 GU1586'CALIFORNIA AQUEDUCT AND A PAIR OF  SIDE ROADS RIGHT PARALLEL TO THE
 GU1586'AQUEDUCT ON THE EAST SIDE. (NOTE  UPPER ROAD ON  THE AQUEDUCT LEVEE IS
 GU1586'GRAVEL AND THE LOWER ROAD AT THE TOE OF LEVEE IS DIRT.)  GO RIGHT
 GU1586'(SOUTH) ON THE LOWER (DIRT) ROAD 0.8 KM (0.5 MILES) TO A BRIDGE
 GU1586'CROSSING THE AQUEDUCT ON  THE RIGHT.  TURN RIGHT (WEST) AND CROSS THE
 GU1586'AQUEDUCT TO THE STATION ON THE LEFT.   MONUMENT IS LOCATED ON THE
 GU1586'SOUTH END OF THE WEST FOOTING NEAR THE END OF THE STEEL  GUARDRAIL.
 GU1586'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT
 GU1586'MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0299 ***********************************************************************
 DX0299  DESIGNATION -  1531.1
 DX0299  PID         -  DX0299
 DX0299  STATE/COUNTY-  CA/SAN DIEGO
 DX0299  USGS QUAD   -  RAMONA (1988)
 DX0299
 DX0299                         *CURRENT SURVEY CONTROL
 DX0299  ___________________________________________________________________
 DX0299* NAD 83(1986)-  33 02 25.     (N)    116 50 57.     (W)     SCALED    
 DX0299* NAVD 88     -       467.33   (+/-2cm)    1533.2    (feet)  VERTCON   
 DX0299  ___________________________________________________________________
 DX0299  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DX0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0299
 DX0299.The horizontal coordinates were scaled from a topographic map and have
 DX0299.an estimated accuracy of +/- 6 seconds.
 DX0299
 DX0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0299.The vertical order pertains to the NGVD 29 superseded value.
 DX0299
 DX0299.The geoid height was determined by GEOID03.
 DX0299
 DX0299;                    North         East    Units  Estimated Accuracy
 DX0299;SPC CA 6     -   597,050.    1,944,030.      MT  (+/- 180 meters Scaled)
 DX0299
 DX0299                          SUPERSEDED SURVEY CONTROL
 DX0299
 DX0299  NGVD 29 (??/??/??)  466.672  (m)         1531.07   (f) ADJUSTED    2 0
 DX0299
 DX0299.Superseded values are not recommended for survey control.
 DX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0299.See file dsdata.txt to determine how the superseded data were derived.
 DX0299
 DX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS140557(NAD 83)
 DX0299_MARKER: N = NAIL
 DX0299_SETTING: 0 = UNSPECIFIED SETTING
 DX0299_STAMPING: 1531.1
 DX0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0299
 DX0299  HISTORY     - Date     Condition        Report By
 DX0299  HISTORY     - UNK      MONUMENTED       USGS
 DX0299  HISTORY     - 1960     GOOD             NGS
 DX0299
 DX0299                          STATION DESCRIPTION
 DX0299
 DX0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0299'1.3 MI SE FROM RAMONA.
 DX0299'0.5 MILE NORTHEAST ALONG STATE HIGHWAY NO. 78 FROM THE POST
 DX0299'OFFICE AT RAMONA, 0.8 MILE SOUTHEAST ALONG THIRD STREET, AT A
 DX0299'T ROAD, 32 FEET NORTHEAST OF THE CENTERLINE OF THE INTERSECTION
 DX0299'OF THE ROADS, 16 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD.
 DX0299'A COPPER NAIL AND WASHER PROJECTING 1-1/2 ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0018 ***********************************************************************
 EV0018  DESIGNATION -  1535
 EV0018  PID         -  EV0018
 EV0018  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0018  USGS QUAD   -  BARSTOW (1993)
 EV0018
 EV0018                         *CURRENT SURVEY CONTROL
 EV0018  ___________________________________________________________________
 EV0018* NAD 83(1986)-  34 53 55.     (N)    117 01 35.     (W)     SCALED    
 EV0018* NAVD 88     -       663.98   (+/-2cm)    2178.4    (feet)  VERTCON   
 EV0018  ___________________________________________________________________
 EV0018  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EV0018  VERT ORDER  -  THIRD (See Below)
 EV0018
 EV0018.The horizontal coordinates were scaled from a topographic map and have
 EV0018.an estimated accuracy of +/- 6 seconds.
 EV0018
 EV0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0018.The vertical order pertains to the NGVD 29 superseded value.
 EV0018
 EV0018.The geoid height was determined by GEOID03.
 EV0018
 EV0018;                    North         East    Units  Estimated Accuracy
 EV0018;SPC CA 5     -   655,570.    2,088,980.      MT  (+/- 180 meters Scaled)
 EV0018
 EV0018                          SUPERSEDED SURVEY CONTROL
 EV0018
 EV0018  NGVD 29 (??/??/??)  663.24   (m)         2176.0    (f) RESET       3  
 EV0018
 EV0018.Superseded values are not recommended for survey control.
 EV0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0018.See file dsdata.txt to determine how the superseded data were derived.
 EV0018
 EV0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU975618(NAD 83)
 EV0018_MARKER: DD = SURVEY DISK
 EV0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0018_SP_SET: MONUMENT
 EV0018_STAMPING: 1535
 EV0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0018
 EV0018  HISTORY     - Date     Condition        Report By
 EV0018  HISTORY     - UNK      MONUMENTED       CAGS
 EV0018  HISTORY     - 1952     MARK NOT FOUND   NGS
 EV0018  HISTORY     - 1961     MARK NOT FOUND   CAGS
 EV0018
 EV0018                          STATION DESCRIPTION
 EV0018
 EV0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 EV0018'AT BARSTOW.
 EV0018'AT BARSTOW, SAN BERNARDINO COUNTY, AT THE INTERSECTION OF MAIN
 EV0018'AND SECOND STREETS, ON THE HIGH SCHOOL GROUNDS, 42 FEET SOUTH
 EV0018'OF THE SOUTH CURB OF MAIN STREET, 42 FEET WEST OF THE WEST
 EV0018'CURB OF SECOND STREET, AT THE AMERICAN LEGION MONUMENT, AND
 EV0018'IN THE TOP OF THE NORTHEAST EDGE OF THE BASE.  A STATE SURVEY
 EV0018'STANDARD DISK, STAMPED 1535.
 EV0018
 EV0018                          STATION RECOVERY (1961)
 EV0018
 EV0018'RECOVERY NOTE BY CALIFORNIA GEODETIC SURVEY 1961
 EV0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1536 ***********************************************************************
 GT1536  DESIGNATION -  154
 GT1536  PID         -  GT1536
 GT1536  STATE/COUNTY-  CA/FRESNO
 GT1536  USGS QUAD   -  KEARNEY PARK (1981)
 GT1536
 GT1536                         *CURRENT SURVEY CONTROL
 GT1536  ___________________________________________________________________
 GT1536* NAD 83(1986)-  36 42 48.     (N)    119 58 12.     (W)     SCALED    
 GT1536* NAVD 88     -        73.09   (+/-2cm)     239.8    (feet)  VERTCON   
 GT1536  ___________________________________________________________________
 GT1536  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 GT1536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1536
 GT1536.The horizontal coordinates were scaled from a topographic map and have
 GT1536.an estimated accuracy of +/- 6 seconds.
 GT1536
 GT1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1536.The vertical order pertains to the NGVD 29 superseded value.
 GT1536
 GT1536.The geoid height was determined by GEOID03.
 GT1536
 GT1536;                    North         East    Units  Estimated Accuracy
 GT1536;SPC CA 4     -   653,570.    1,913,340.      MT  (+/- 180 meters Scaled)
 GT1536
 GT1536                          SUPERSEDED SURVEY CONTROL
 GT1536
 GT1536  NGVD 29 (??/??/92)   72.328  (m)          237.30   (f) ADJ UNCH    2 0
 GT1536
 GT1536.Superseded values are not recommended for survey control.
 GT1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1536.See file dsdata.txt to determine how the superseded data were derived.
 GT1536
 GT1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA347671(NAD 83)
 GT1536_MARKER: DD = SURVEY DISK
 GT1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1536_STAMPING: 154
 GT1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1536+STABILITY: SURFACE MOTION
 GT1536
 GT1536  HISTORY     - Date     Condition        Report By
 GT1536  HISTORY     - UNK      MONUMENTED       CA-019
 GT1536  HISTORY     - 1959     GOOD             NGS
 GT1536
 GT1536                          STATION DESCRIPTION
 GT1536
 GT1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1536'7.4 MI SE FROM KERMAN.
 GT1536'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1536'STATION AT KERMAN, THENCE 2.0 MILES SOUTH ALONG DICKENSON
 GT1536'AVENUE, AT THE INTERSECTION OF CHURCH AVENUE, 28 FEET EAST OF
 GT1536'THE CENTER LINE OF DICKENSON AVENUE, 103 FEET NORTH OF THE CENTER
 GT1536'LINE OF CHURCH AVENUE, 79 FEET NORTH OF A FENCE CORNER, 2.9
 GT1536'FEET WEST OF A FENCE, 0.6 FOOT WEST OF A WITNESS POST, ABOUT
 GT1536'LEVEL WITH THE AVENUES, AND SET IN THE TOP OF A CONCRETE POST
 GT1536'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2644 ***********************************************************************
 FU2644  DESIGNATION -  154 DWR
 FU2644  PID         -  FU2644
 FU2644  STATE/COUNTY-  CA/KERN
 FU2644  USGS QUAD   -  LOST HILLS (1973)
 FU2644
 FU2644                         *CURRENT SURVEY CONTROL
 FU2644  ___________________________________________________________________
 FU2644* NAD 83(1986)-  35 36 07.     (N)    119 41 23.     (W)     SCALED    
 FU2644* NAVD 88     -        97.25   (+/-2cm)     319.1    (feet)  VERTCON   
 FU2644  ___________________________________________________________________
 FU2644  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2644  VERT ORDER  -  THIRD (See Below)
 FU2644
 FU2644.The horizontal coordinates were scaled from a topographic map and have
 FU2644.an estimated accuracy of +/- 6 seconds.
 FU2644
 FU2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2644.The vertical order pertains to the NGVD 29 superseded value.
 FU2644
 FU2644.The geoid height was determined by GEOID03.
 FU2644
 FU2644;                    North         East    Units  Estimated Accuracy
 FU2644;SPC CA 5     -   734,460.    1,846,890.      MT  (+/- 180 meters Scaled)
 FU2644
 FU2644                          SUPERSEDED SURVEY CONTROL
 FU2644
 FU2644  NGVD 29 (??/??/??)   96.57   (m)          316.8    (f) RESET       3  
 FU2644
 FU2644.Superseded values are not recommended for survey control.
 FU2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2644.See file dsdata.txt to determine how the superseded data were derived.
 FU2644
 FU2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV563431(NAD 83)
 FU2644_MARKER: DD = SURVEY DISK
 FU2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2644_STAMPING: BM 154 1959
 FU2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2644+STABILITY: SURFACE MOTION
 FU2644
 FU2644  HISTORY     - Date     Condition        Report By
 FU2644  HISTORY     - 1959     MONUMENTED       CADWR
 FU2644  HISTORY     - 1964     GOOD             NGS
 FU2644  HISTORY     - 1966     GOOD             NGS
 FU2644
 FU2644                          STATION DESCRIPTION
 FU2644
 FU2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2644'1 MI S FROM LOST HILLS.
 FU2644'1.0 MILE SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2644'STATE HIGHWAY 46 AT LOST HILLS, 29 FEET WEST OF THE CENTER LINE
 FU2644'OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD
 FU2644'WEST, 2 1/2 FEET SOUTH OF A POWER POLE, 2.4 FEET NORTH OF A WITNESS
 FU2644'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 FU2644'WHICH PROJECTS 0.1 FOOT.
 FU2644
 FU2644                          STATION RECOVERY (1966)
 FU2644
 FU2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0807 ***********************************************************************
 JS0807  DESIGNATION -  154 H USGS
 JS0807  PID         -  JS0807
 JS0807  STATE/COUNTY-  CA/EL DORADO
 JS0807  USGS QUAD   -  AUBURN (1981)
 JS0807
 JS0807                         *CURRENT SURVEY CONTROL
 JS0807  ___________________________________________________________________
 JS0807* NAD 83(1986)-  38 53 30.     (N)    121 00 56.     (W)     SCALED    
 JS0807* NAVD 88     -       469.84   (+/-2cm)    1541.5    (feet)  VERTCON   
 JS0807  ___________________________________________________________________
 JS0807  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 JS0807  VERT ORDER  -  THIRD (See Below)
 JS0807
 JS0807.The horizontal coordinates were scaled from a topographic map and have
 JS0807.an estimated accuracy of +/- 6 seconds.
 JS0807
 JS0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0807.The vertical order pertains to the NGVD 29 superseded value.
 JS0807
 JS0807.The geoid height was determined by GEOID03.
 JS0807
 JS0807;                    North         East    Units  Estimated Accuracy
 JS0807;SPC CA 2     -   636,440.    2,085,400.      MT  (+/- 180 meters Scaled)
 JS0807
 JS0807                          SUPERSEDED SURVEY CONTROL
 JS0807
 JS0807  NGVD 29 (??/??/??)  469.04   (m)         1538.8    (f) RESET       3  
 JS0807
 JS0807.Superseded values are not recommended for survey control.
 JS0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0807.See file dsdata.txt to determine how the superseded data were derived.
 JS0807
 JS0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ721066(NAD 83)
 JS0807_MARKER: DD = SURVEY DISK
 JS0807_SETTING: 66 = SET IN ROCK OUTCROP
 JS0807_SP_SET: ROCK OUTCROP
 JS0807_STAMPING: 154 H 1933
 JS0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0807+STABILITY: POSITION/ELEVATION WELL
 JS0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0807+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 JS0807
 JS0807  HISTORY     - Date     Condition        Report By
 JS0807  HISTORY     - 1933     MONUMENTED       USGS
 JS0807  HISTORY     - 1948     GOOD             NGS
 JS0807  HISTORY     - 20040323 GOOD             CADT
 JS0807
 JS0807                          STATION DESCRIPTION
 JS0807
 JS0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0807'0.2 MI NW FROM COOL.
 JS0807'0.2 MILE NORTHWEST ALONG STATE HIGHWAY 49 FROM COOL, EL DORADO
 JS0807'COUNTY, 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 JS0807'WEST OF THE CENTER OF THE INTERSECTION OF THE CENTERLINE OF A
 JS0807'DIRT ROAD LEADING NORTHWEST AND THE WEST EDGE OF THE PAVEMENT,
 JS0807'17 FEET WEST OF A FENCE LINE, IN THE TOP OF A ROCK OUTCROP, AND
 JS0807'ABOUT 4 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 JS0807'STANDARD DISK, STAMPED 154 H 1933.
 JS0807
 JS0807                          STATION RECOVERY (2004)
 JS0807
 JS0807'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0482 ***********************************************************************
 GT0482  DESIGNATION -  154 TL
 GT0482  PID         -  GT0482
 GT0482  STATE/COUNTY-  CA/KINGS
 GT0482  USGS QUAD   -  CORCORAN (1954)
 GT0482
 GT0482                         *CURRENT SURVEY CONTROL
 GT0482  ___________________________________________________________________
 GT0482* NAD 83(1986)-  36 06 35.     (N)    119 37 31.     (W)     SCALED    
 GT0482* NAVD 88     -        59.17   (+/-2cm)     194.1    (feet)  VERTCON   
 GT0482  ___________________________________________________________________
 GT0482  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 GT0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0482
 GT0482.The horizontal coordinates were scaled from a topographic map and have
 GT0482.an estimated accuracy of +/- 6 seconds.
 GT0482
 GT0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0482.The vertical order pertains to the NGVD 29 superseded value.
 GT0482
 GT0482.The geoid height was determined by GEOID03.
 GT0482
 GT0482;                    North         East    Units  Estimated Accuracy
 GT0482;SPC CA 4     -   586,330.    1,943,700.      MT  (+/- 180 meters Scaled)
 GT0482
 GT0482                          SUPERSEDED SURVEY CONTROL
 GT0482
 GT0482  NGVD 29 (??/??/92)   58.31   (m)          191.3    (f) COMPUTED    2 0
 GT0482
 GT0482.Superseded values are not recommended for survey control.
 GT0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0482.See file dsdata.txt to determine how the superseded data were derived.
 GT0482
 GT0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV636993(NAD 83)
 GT0482_MARKER: DD = SURVEY DISK
 GT0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0482+STABILITY: SURFACE MOTION
 GT0482
 GT0482  HISTORY     - Date     Condition        Report By
 GT0482  HISTORY     - UNK      MONUMENTED       TLAKE
 GT0482  HISTORY     - 1969     GOOD             NGS
 GT0482
 GT0482                          STATION DESCRIPTION
 GT0482
 GT0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GT0482'3.7 MI NW FROM CORCORAN.
 GT0482'1.5 MILES WEST ALONG WHITLEY AVENUE FROM THE JUNCTION OF DAIRY
 GT0482'AVENUE AT CORCORAN, THENCE 0.7 MILE NORTH ALONG 7 1/2 AVENUE,
 GT0482'THENCE 1.5 MILES WEST ALONG ORANGE AVENUE, 68 YARDS EAST OF THE
 GT0482'CENTER OF THE JUNCTION OF 9TH AVENUE, 21 FEET SOUTH OF THE
 GT0482'CENTER LINE OF ORANGE AVENUE, 2.3 FEET EAST OF POWER POLE 10188,
 GT0482'2.0 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 GT0482'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GT0482'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0070 ***********************************************************************
 GS0070  DESIGNATION -  1542
 GS0070  PID         -  GS0070
 GS0070  STATE/COUNTY-  CA/INYO
 GS0070  USGS QUAD   -  STOVEPIPE WELLS (1988)
 GS0070
 GS0070                         *CURRENT SURVEY CONTROL
 GS0070  ___________________________________________________________________
 GS0070* NAD 83(1986)-  36 31 36.     (N)    117 13 10.     (W)     SCALED    
 GS0070* NAVD 88     -       470.201  (meters)    1542.65   (feet)  ADJUSTED  
 GS0070  ___________________________________________________________________
 GS0070  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GS0070  DYNAMIC HT  -         469.751 (meters)    1541.17  (feet)  COMP
 GS0070  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 GS0070
 GS0070  VERT ORDER  -  FIRST     CLASS II
 GS0070
 GS0070.The horizontal coordinates were scaled from a topographic map and have
 GS0070.an estimated accuracy of +/- 6 seconds.
 GS0070
 GS0070.The orthometric height was determined by differential leveling
 GS0070.and adjusted in June 1991.
 GS0070
 GS0070.The geoid height was determined by GEOID03.
 GS0070
 GS0070.The dynamic height is computed by dividing the NAVD 88
 GS0070.geopotential number by the normal gravity value computed on the
 GS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0070.degrees latitude (g = 980.6199 gals.).
 GS0070
 GS0070.The modeled gravity was interpolated from observed gravity values.
 GS0070
 GS0070;                    North         East    Units  Estimated Accuracy
 GS0070;SPC CA 4     -   633,890.    2,159,450.      MT  (+/- 180 meters Scaled)
 GS0070
 GS0070                          SUPERSEDED SURVEY CONTROL
 GS0070
 GS0070  NGVD 29 (05/01/91)  469.358  (m)         1539.89   (f) ADJUSTED    1 2
 GS0070
 GS0070.Superseded values are not recommended for survey control.
 GS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0070.See file dsdata.txt to determine how the superseded data were derived.
 GS0070
 GS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA803423(NAD 83)
 GS0070_MARKER: P = PIPE CAP
 GS0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0070_STAMPING: 1542 B 156 1907
 GS0070_MARK LOGO: USGS  
 GS0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0070
 GS0070  HISTORY     - Date     Condition        Report By
 GS0070  HISTORY     - 1907     MONUMENTED       USGS
 GS0070  HISTORY     - 1933     GOOD             NGS
 GS0070  HISTORY     - 1981     GOOD             DMA
 GS0070  HISTORY     - 1984     GOOD             NGS
 GS0070
 GS0070                          STATION DESCRIPTION
 GS0070
 GS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0070'7 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0070'7.0 MILES SOUTHWEST ALONG THE EICKBAUM TOLL ROAD FROM STOVEPIPE
 GS0070'WELLS HOTEL, INYO COUNTY, 119 FEET SOUTH OF THE ROAD, AND 64
 GS0070'FEET NORTH OF THE CENTERLINE OF A COUNTY ROAD.  A UNITED STATES
 GS0070'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1542 B 156 1907 AND
 GS0070'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 GS0070
 GS0070                          STATION RECOVERY (1981)
 GS0070
 GS0070'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981
 GS0070'RECOVERED IN GOOD CONDITION.
 GS0070
 GS0070                          STATION RECOVERY (1984)
 GS0070
 GS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GS0070'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.2 KM
 GS0070'(7.0 MI) SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE HOTEL AT STOVEPIPE
 GS0070'WELLS, 3.3 KM (2.05 MI) NORTH OF THE EMIGRANT CANYON RANGER STATION,
 GS0070'0.32 KM (0.2 MI) SOUTHWEST OF MILEPOST 78, 36.3 METERS (119 FT) EAST
 GS0070'OF THE HIGHWAY CENTERLINE AND 19.5 METERS (64 FT) WEST OF THE CENTER
 GS0070'OF A TRACK ROAD.  A SHALLOW-SET PIPE PROJECTING 60 CM.
 GS0070'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GS0070'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2195 ***********************************************************************
 JS2195  DESIGNATION -  1544 USE
 JS2195  PID         -  JS2195
 JS2195  STATE/COUNTY-  CA/SUTTER
 JS2195  USGS QUAD   -  KNIGHTS LANDING (1981)
 JS2195
 JS2195                         *CURRENT SURVEY CONTROL
 JS2195  ___________________________________________________________________
 JS2195* NAD 83(1986)-  38 49 13.     (N)    121 39 56.     (W)     SCALED    
 JS2195* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 JS2195  ___________________________________________________________________
 JS2195  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JS2195  VERT ORDER  -  THIRD (See Below)
 JS2195
 JS2195.The horizontal coordinates were scaled from a topographic map and have
 JS2195.an estimated accuracy of +/- 6 seconds.
 JS2195
 JS2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2195.The vertical order pertains to the NGVD 29 superseded value.
 JS2195
 JS2195.The geoid height was determined by GEOID03.
 JS2195
 JS2195;                    North         East    Units  Estimated Accuracy
 JS2195;SPC CA 2     -   628,110.    2,029,040.      MT  (+/- 180 meters Scaled)
 JS2195
 JS2195                          SUPERSEDED SURVEY CONTROL
 JS2195
 JS2195  NGVD 29 (??/??/??)    6.39   (m)           21.0    (f) RESET       3  
 JS2195
 JS2195.Superseded values are not recommended for survey control.
 JS2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2195.See file dsdata.txt to determine how the superseded data were derived.
 JS2195
 JS2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH158976(NAD 83)
 JS2195_MARKER: B = BOLT
 JS2195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2195_STAMPING: 1544 24.04
 JS2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2195
 JS2195  HISTORY     - Date     Condition        Report By
 JS2195  HISTORY     - UNK      MONUMENTED       DOD
 JS2195  HISTORY     - 1949     GOOD             NGS
 JS2195
 JS2195                          STATION DESCRIPTION
 JS2195
 JS2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS2195'3.3 MI NE FROM KNIGHTS LANDING.
 JS2195'2.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 JS2195'THE STATION AT KNIGHTS LANDING, THENCE 0.8 MILE WEST ALONG AN
 JS2195'ABANDONED RAILROAD BED, 0.1 MILE WEST OF THE WEST LEVEE OF THE
 JS2195'SUTTER BY-PASS, 80 FEET NORTH OF THE CENTER LINE OF THE DIRT
 JS2195'ROAD ON THE OLD RAILROAD BED, 17 FEET NORTH OF THE CENTER LINE
 JS2195'OF A DIRT ROAD PARALLELING AN IRRIGATION CANAL, 1.8 FEET EAST
 JS2195'OF A WITNESS POST, ON THE SOUTH BANK OF THE IRRIGATION CANAL,
 JS2195'ABOUT 15 FEET LOWER THAN THE OLD RAILROAD BED, AND RIVETED ON
 JS2195'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 JS2195'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2421 ***********************************************************************
 EV2421  DESIGNATION -  1548.52
 EV2421  PID         -  EV2421
 EV2421  STATE/COUNTY-  CA/LOS ANGELES
 EV2421  USGS QUAD   -  GLENDORA (1972)
 EV2421
 EV2421                         *CURRENT SURVEY CONTROL
 EV2421  ___________________________________________________________________
 EV2421* NAD 83(1986)-  34 13 47.     (N)    117 50 44.     (W)     SCALED    
 EV2421* NAVD 88     -       472.87   (+/-2cm)    1551.4    (feet)  VERTCON   
 EV2421  ___________________________________________________________________
 EV2421  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 EV2421  VERT ORDER  -  THIRD (See Below)
 EV2421
 EV2421.The horizontal coordinates were scaled from a topographic map and have
 EV2421.an estimated accuracy of +/- 6 seconds.
 EV2421
 EV2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2421.The vertical order pertains to the NGVD 29 superseded value.
 EV2421
 EV2421.The geoid height was determined by GEOID03.
 EV2421
 EV2421;                    North         East    Units  Estimated Accuracy
 EV2421;SPC CA 5     -   580,960.    2,014,230.      MT  (+/- 180 meters Scaled)
 EV2421
 EV2421                          SUPERSEDED SURVEY CONTROL
 EV2421
 EV2421  NGVD 29 (??/??/??)  472.06   (m)         1548.8    (f) RESET       3  
 EV2421
 EV2421.Superseded values are not recommended for survey control.
 EV2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2421.See file dsdata.txt to determine how the superseded data were derived.
 EV2421
 EV2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221879(NAD 83)
 EV2421_MARKER: P = PIPE CAP
 EV2421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2421_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2421_STAMPING: 376+13.96 1548.52 1933
 EV2421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2421
 EV2421  HISTORY     - Date     Condition        Report By
 EV2421  HISTORY     - 1933     MONUMENTED       BPR
 EV2421  HISTORY     - 1934     GOOD             NGS
 EV2421  HISTORY     - 1961     MARK NOT FOUND   BPR
 EV2421  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 EV2421
 EV2421                          STATION DESCRIPTION
 EV2421
 EV2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV2421'9.5 MI NE FROM AZUSA.
 EV2421'9.5 MILES NORTHEAST ALONG THE SAN GABRIEL CANYON ROAD FROM AZUSA,
 EV2421'LOS ANGELES COUNTY, AT THE NORTH END OF THE WEST SLOPE CONSTRUCTION
 EV2421'CO. CAMP, 50 FEET NORTH OF THE NORTH CORNER OF THE NORTHERNMOST
 EV2421'HOUSE OF THE CAMP, 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EV2421'AND 5 FEET EAST OF GUARD RAIL 377+33.  A UNITED STATES BUREAU
 EV2421'OF PUBLIC ROADS STANDARD CAP, STAMPED 376+13.96 1548.52 1933
 EV2421'AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
 EV2421
 EV2421                          STATION RECOVERY (1961)
 EV2421
 EV2421'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1961
 EV2421'MARK NOT FOUND.
 EV2421
 EV2421                          STATION RECOVERY (2006)
 EV2421
 EV2421'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 EV2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0042 ***********************************************************************
 JT0042  DESIGNATION -  1549.9
 JT0042  PID         -  JT0042
 JT0042  STATE/COUNTY-  CA/NAPA
 JT0042  USGS QUAD   -  BROOKS (1992)
 JT0042
 JT0042                         *CURRENT SURVEY CONTROL
 JT0042  ___________________________________________________________________
 JT0042* NAD 83(1986)-  38 43 35.     (N)    122 14 26.     (W)     SCALED    
 JT0042* NAVD 88     -       473.25   (+/-2cm)    1552.7    (feet)  VERTCON   
 JT0042  ___________________________________________________________________
 JT0042  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JT0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0042
 JT0042.The horizontal coordinates were scaled from a topographic map and have
 JT0042.an estimated accuracy of +/- 6 seconds.
 JT0042
 JT0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0042.The vertical order pertains to the NGVD 29 superseded value.
 JT0042
 JT0042.The geoid height was determined by GEOID03.
 JT0042
 JT0042;                    North         East    Units  Estimated Accuracy
 JT0042;SPC CA 2     -   617,660.    1,979,080.      MT  (+/- 180 meters Scaled)
 JT0042
 JT0042                          SUPERSEDED SURVEY CONTROL
 JT0042
 JT0042  NGVD 29 (??/??/92)  472.42   (m)         1549.9    (f) COMPUTED    2 0
 JT0042
 JT0042.Superseded values are not recommended for survey control.
 JT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0042.See file dsdata.txt to determine how the superseded data were derived.
 JT0042
 JT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH660866(NAD 83)
 JT0042_MARKER: S = SPIKE
 JT0042_SETTING: 0 = UNSPECIFIED SETTING
 JT0042_MARK LOGO: USGS  
 JT0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0042
 JT0042  HISTORY     - Date     Condition        Report By
 JT0042  HISTORY     - UNK      MONUMENTED       USGS
 JT0042  HISTORY     - 1942     GOOD             CGS
 JT0042  HISTORY     - 1961     MARK NOT FOUND   CGS
 JT0042
 JT0042                          STATION DESCRIPTION
 JT0042
 JT0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT0042'12.5 MI NE FROM MONTICELLO.
 JT0042'12.5 MILES NORTHEAST OF MONTICELLO, NAPA COUNTY.  THIS BENCH
 JT0042'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 10.4 MILES
 JT0042'NORTH ALONG THE LOWER LAKE-MONTICELLO ROAD, THENCE 2.1 MILES
 JT0042'EAST ALONG THE OLD TOLL ROAD LEADING TO BROOKS.  IT IS 18 FEET
 JT0042'SOUTH OF A BARBED-WIRE FENCE ON THE SOUTH EDGE OF THE ROAD,
 JT0042'IN A 10-INCH OAK TREE WITH A WHITE CROSS ON THE EAST SIDE, AND
 JT0042'LEVEL WITH THE ROAD.  A RAILROAD SPIKE.
 JT0042
 JT0042                          STATION RECOVERY (1961)
 JT0042
 JT0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT2114 ***********************************************************************
 GT2114  DESIGNATION -  155 207 101
 GT2114  PID         -  GT2114
 GT2114  STATE/COUNTY-  CA/FRESNO
 GT2114  USGS QUAD   -  HERNDON (1978)
 GT2114
 GT2114                         *CURRENT SURVEY CONTROL
 GT2114  ___________________________________________________________________
 GT2114* NAD 83(1992)-  36 50 45.77110(N)    119 53 58.14898(W)     ADJUSTED  
 GT2114* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 GT2114  ___________________________________________________________________
 GT2114  EPOCH DATE  -        1991.35
 GT2114  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 GT2114  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 GT2114  HORZ ORDER  -  SECOND
 GT2114
 GT2114.The horizontal coordinates were established by classical geodetic methods
 GT2114.and adjusted by the National Geodetic Survey in March 1994.
 GT2114.The horizontal coordinates are valid at the epoch date displayed above.
 GT2114.The epoch date for horizontal control is a decimal equivalence
 GT2114.of Year/Month/Day.
 GT2114
 GT2114.The orthometric height was scaled from a topographic map.
 GT2114
 GT2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT2114
 GT2114.The geoid height was determined by GEOID03.
 GT2114
 GT2114;                    North         East     Units Scale Factor Converg.
 GT2114;SPC CA 4     -   668,229.648 1,919,779.468   MT  0.99994812   -0 32 11.8
 GT2114;SPC CA 4     - 2,192,350.10  6,298,476.47   sFT  0.99994812   -0 32 11.8
 GT2114;SPC CA 3     -   538,577.347 2,053,562.809   MT  1.00005290   +0 22 03.6
 GT2114;SPC CA 3     - 1,766,982.51  6,737,397.32   sFT  1.00005290   +0 22 03.6
 GT2114;UTM  11      - 4,081,718.890   241,464.703   MT  1.00042352   -1 44 22.9
 GT2114
 GT2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT2114!SPC CA 4     -   0.99999050  x   0.99994812  =   0.99993862
 GT2114!SPC CA 3     -   0.99999050  x   1.00005290  =   1.00004340
 GT2114!UTM  11      -   0.99999050  x   1.00042352  =   1.00041401
 GT2114
 GT2114:                Primary Azimuth Mark                     Grid Az
 GT2114:SPC CA 4     -  CANAL                                    023 54 02.4
 GT2114:SPC CA 3     -  CANAL                                    022 59 47.0
 GT2114:UTM  11      -  CANAL                                    025 06 13.5
 GT2114
 GT2114|---------------------------------------------------------------------|
 GT2114| PID    Reference Object                     Distance      Geod. Az  |
 GT2114|                                                           dddmmss.s |
 GT2114| GT2104 CANAL                               APPROX. 9.3 KM 0232150.6 |
 GT2114| DA7985 155 207 101 RM 1                     11.192 METERS 12049     |
 GT2114| DA7986 155 207 101 RM 2                     17.825 METERS 21128     |
 GT2114|---------------------------------------------------------------------|
 GT2114
 GT2114                          SUPERSEDED SURVEY CONTROL
 GT2114
 GT2114  NAD 83(1986)-  36 50 45.76950(N)    119 53 58.14404(W) AD(1984.00) 2
 GT2114  NAD 27      -  36 50 45.95230(N)    119 53 54.60050(W) AD(       ) 2
 GT2114
 GT2114.Superseded values are not recommended for survey control.
 GT2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT2114.See file dsdata.txt to determine how the superseded data were derived.
 GT2114
 GT2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4146581719(NAD 83)
 GT2114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GT2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT2114
 GT2114  HISTORY     - Date     Condition        Report By
 GT2114  HISTORY     - 1961     MONUMENTED       CGS
 GT2114
 GT2114                          STATION DESCRIPTION
 GT2114
 GT2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR)
 GT2114'STATION IS ABOUT 5 MILES WEST AND 1 MILE NORTH OF PINEDALE,
 GT2114'3/4 MILE NORTHEAST OF U.S. HIGHWAY 99, 0.35 MILE SOUTHEAST
 GT2114'OF THE SAN JOAQUIN RIVER AND ON THE ATCHESON TOPEKA AND SANTA
 GT2114'FE RAILROAD RIGHT-OF-WAY.
 GT2114'
 GT2114'TO REACH FROM THE JUNCTION OF HERNDON AVENUE AND STATE HIGHWAY
 GT2114'41 IN PINEDALE, GO WEST ON HERNDON AVENUE FOR 5.1 MILES TO A
 GT2114'RAILROAD CROSSING AND SIDE ROAD RIGHT, TURN RIGHT, NORTHWEST ON
 GT2114'BLACKTOP ROAD FOR 0.2 MILE TO A FIELD ROAD ON THE LEFT, TURN
 GT2114'LEFT, NORTHWESTERLY ON DIRT ROAD FOR 0.3 MILE TO A RAILROAD
 GT2114'CROSSING, TURN RIGHT, ALONG NORTHEAST SIDE OF RAILROAD TRACKS
 GT2114'ON TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 GT2114'
 GT2114'STATION MARKS ARE STANDARD DISKS, STAMPED 155-207-101 USBR 1961.
 GT2114'THE SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 GT2114'POST PROJECTING 4 INCHES.  IT IS 41.2 FEET NORTHEAST OF THE
 GT2114'NORTHEAST RAIL OF RAILROAD TRACKS, 7 FEET NORTHEAST OF THE
 GT2114'CENTER OF TRACK ROAD, 6 FEET SOUTHWEST OF A NORTHWEST SOUTHEAST
 GT2114'FENCE LINE AND 3.9 FEET NORTH OF A METAL, WITNESS SIGNPOST.  THE
 GT2114'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 GT2114'INCHES BELOW THE GROUND SURFACE.
 GT2114'
 GT2114'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 155-207-101 USBR
 GT2114'NO 1 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 GT2114'PROJECTING 4 INCHES.  IT IS 46.5 FEET NORTHEAST OF THE NORTHEAST
 GT2114'RAIL, 12 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD AND
 GT2114'1 FOOT SOUTHWEST OF THE FENCE.
 GT2114'
 GT2114'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 155-207-101 USBR
 GT2114'NO 2 1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GT2114'PROJECTING 18 INCHES ON THE NORTHEAST SIDE.  IT IS 12.9 FEET
 GT2114'SOUTHWEST OF THE SOUTHWEST RAIL AND 51 FEET SOUTHWEST OF THE
 GT2114'CENTER OF THE TRACK ROAD.
 GT2114'
 GT2114'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT2112 ***********************************************************************
 GT2112  DESIGNATION -  155 207 102
 GT2112  PID         -  GT2112
 GT2112  STATE/COUNTY-  CA/MADERA
 GT2112  USGS QUAD   -  HERNDON (1978)
 GT2112
 GT2112                         *CURRENT SURVEY CONTROL
 GT2112  ___________________________________________________________________
 GT2112* NAD 83(1992)-  36 51 02.27322(N)    119 54 23.68421(W)     ADJUSTED  
 GT2112* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 GT2112  ___________________________________________________________________
 GT2112  EPOCH DATE  -        1991.35
 GT2112  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 GT2112  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 GT2112  HORZ ORDER  -  SECOND
 GT2112
 GT2112.The horizontal coordinates were established by classical geodetic methods
 GT2112.and adjusted by the National Geodetic Survey in March 1994.
 GT2112.The horizontal coordinates are valid at the epoch date displayed above.
 GT2112.The epoch date for horizontal control is a decimal equivalence
 GT2112.of Year/Month/Day.
 GT2112
 GT2112.The orthometric height was scaled from a topographic map.
 GT2112
 GT2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT2112
 GT2112.The geoid height was determined by GEOID03.
 GT2112
 GT2112;                    North         East     Units Scale Factor Converg.
 GT2112;SPC CA 3     -   539,082.027 2,052,926.922   MT  1.00005165   +0 21 47.9
 GT2112;SPC CA 3     - 1,768,638.28  6,735,311.08   sFT  1.00005165   +0 21 47.9
 GT2112;SPC CA 4     -   668,744.247 1,919,151.689   MT  0.99994843   -0 32 27.1
 GT2112;SPC CA 4     - 2,194,038.42  6,296,416.83   sFT  0.99994843   -0 32 27.1
 GT2112;UTM  11      - 4,082,246.809   240,847.574   MT  1.00042746   -1 44 38.9
 GT2112
 GT2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT2112!SPC CA 3     -   0.99999427  x   1.00005165  =   1.00004592
 GT2112!SPC CA 4     -   0.99999427  x   0.99994843  =   0.99994270
 GT2112!UTM  11      -   0.99999427  x   1.00042746  =   1.00042173
 GT2112
 GT2112|---------------------------------------------------------------------|
 GT2112| PID    Reference Object                     Distance      Geod. Az  |
 GT2112|                                                           dddmmss.s |
 GT2112| DA7987 155 207 102 RM 1                      8.757 METERS 09738     |
 GT2112| GT2114 155 207 101                         APPROX. 0.8 KM 1284803.9 |
 GT2112| DA7988 155 207 102 RM 2                     11.190 METERS 19806     |
 GT2112|---------------------------------------------------------------------|
 GT2112
 GT2112                          SUPERSEDED SURVEY CONTROL
 GT2112
 GT2112  NAD 83(1986)-  36 51 02.27157(N)    119 54 23.67913(W) AD(1984.00) 2
 GT2112  NAD 27      -  36 51 02.45540(N)    119 54 20.13550(W) AD(       ) 2
 GT2112
 GT2112.Superseded values are not recommended for survey control.
 GT2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT2112.See file dsdata.txt to determine how the superseded data were derived.
 GT2112
 GT2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4084882247(NAD 83)
 GT2112_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GT2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT2112
 GT2112  HISTORY     - Date     Condition        Report By
 GT2112  HISTORY     - 1961     MONUMENTED       CGS
 GT2112
 GT2112                          STATION DESCRIPTION
 GT2112
 GT2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR)
 GT2112'THE STATION IS ON THE NORTHWEST BANK OF THE SAN JOAQUIN RIVER
 GT2112'AND ON THE A.T. AND S.F. RAILROAD RIGHT-OF-WAY.  IT IS ABOUT
 GT2112'1 MILE NORTH OF HERNDON.
 GT2112'
 GT2112'TO REACH THE STATION FROM THE OVERPASS ON U.S. HIGHWAY 99 AT
 GT2112'HERNDON, GO NORTHWEST ON HIGHWAY 99 FOR 0.65 MILE TO THE NORTH
 GT2112'END OF A BRIDGE OVER THE SAN JOAQUIN RIVER, CONTINUE NORTHWEST
 GT2112'ON HIGHWAY 99 FOR 1.1 MILES TO AVENUE 7, TURN RIGHT ON AVENUE 7
 GT2112'CROSSING RAILROAD TRACKS THEN RIGHT AGAIN JUST AFTER CROSSING
 GT2112'RAILROAD TRACKS AND GO SOUTHEASTERLY AND EASTERLY FOR 2.5 MILES
 GT2112'TO ANOTHER RAILROAD CROSSING (A.T. AND S.F. RAILROAD), CROSS
 GT2112'RAILROAD AND TURN RIGHT, SOUTHEASTERLY ALONG LEFT SIDE OF
 GT2112'RAILROAD FOR 0.35 MILE TO THE RIVER STRAIGHT AHEAD AND THE
 GT2112'STATION ON THE RIGHT.
 GT2112'
 GT2112'STATION MARKS ARE STANDARD DISKS, STAMPED 155 207 102 USBR 1961.
 GT2112'THE SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 GT2112'POST PROJECTING 4 INCHES.  IT IS 52 FEET SOUTHWEST OF THE
 GT2112'CENTER OF A ROAD AT A CURVE THAT TURNS NORTHEAST, 41 FEET
 GT2112'NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD TRACK, 30 FEET
 GT2112'NORTHWEST OF THE NORTHWEST BANK OF THE SAN JOAQUIN RIVER, 10
 GT2112'FEET SOUTHEAST OF A POWERLINE POLE NUMBER 188-19 AND 2.6 FEET
 GT2112'SOUTH OF A METAL WITNESS SIGN POST.  THE UNDERGROUND DISK IS
 GT2112'SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 GT2112'SURFACE OF THE GROUND.
 GT2112'
 GT2112'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 155 207 102 USBR
 GT2112'NO 1 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 GT2112'PROJECTING 5 INCHES.  IT IS 51 FEET SOUTH OF THE ROAD, 36.6
 GT2112'FEET EAST OF THE POWERLINE POLE AND 10 FEET NORTHWEST OF THE
 GT2112'BANK OF THE RIVER.
 GT2112'
 GT2112'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 155 207 102 USBR NO
 GT2112'2 1961.  IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST ABUTMENT
 GT2112'AT THE NORTHWEST END OF A RAILROAD TRESTLE, PROJECTING 2 FEET.
 GT2112'IT IS 87 FEET SOUTHWEST OF THE ROAD AND 7 FEET NORTHEAST OF THE
 GT2112'NORTHEAST RAIL OF THE RAILROAD.  IT IS ABOUT 4 FEET LOWER
 GT2112'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT2043 ***********************************************************************
 GT2043  DESIGNATION -  155 207 133
 GT2043  PID         -  GT2043
 GT2043  STATE/COUNTY-  CA/FRESNO
 GT2043  USGS QUAD   -  FRIANT (1964)
 GT2043
 GT2043                         *CURRENT SURVEY CONTROL
 GT2043  ___________________________________________________________________
 GT2043* NAD 83(1992)-  36 56 09.46300(N)    119 41 24.45943(W)     ADJUSTED  
 GT2043* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 GT2043  ___________________________________________________________________
 GT2043  EPOCH DATE  -        1991.35
 GT2043  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 GT2043  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GT2043  HORZ ORDER  -  SECOND
 GT2043
 GT2043.The horizontal coordinates were established by classical geodetic methods
 GT2043.and adjusted by the National Geodetic Survey in March 1994.
 GT2043.The horizontal coordinates are valid at the epoch date displayed above.
 GT2043.The epoch date for horizontal control is a decimal equivalence
 GT2043.of Year/Month/Day.
 GT2043
 GT2043.The orthometric height was scaled from a topographic map.
 GT2043
 GT2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT2043
 GT2043.The geoid height was determined by GEOID03.
 GT2043
 GT2043;                    North         East     Units Scale Factor Converg.
 GT2043;SPC CA 4     -   678,052.689 1,938,522.383   MT  0.99995536   -0 24 42.2
 GT2043;SPC CA 4     - 2,224,577.86  6,359,968.85   sFT  0.99995536   -0 24 42.2
 GT2043;SPC CA 3     -   548,696.401 2,072,149.737   MT  1.00002958   +0 29 45.0
 GT2043;SPC CA 3     - 1,800,181.44  6,798,377.93   sFT  1.00002958   +0 29 45.0
 GT2043;UTM  11      - 4,091,149.701   260,417.772   MT  1.00030718   -1 37 02.4
 GT2043
 GT2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT2043!SPC CA 4     -   0.99997842  x   0.99995536  =   0.99993378
 GT2043!SPC CA 3     -   0.99997842  x   1.00002958  =   1.00000800
 GT2043!UTM  11      -   0.99997842  x   1.00030718  =   1.00028559
 GT2043
 GT2043:                Primary Azimuth Mark                     Grid Az
 GT2043:SPC CA 4     -  COOPER                                   099 10 26.7
 GT2043:SPC CA 3     -  COOPER                                   098 15 59.5
 GT2043:UTM  11      -  COOPER                                   100 22 46.9
 GT2043
 GT2043|---------------------------------------------------------------------|
 GT2043| PID    Reference Object                     Distance      Geod. Az  |
 GT2043|                                                           dddmmss.s |
 GT2043| GT2047 COOPER                              APPROX. 4.4 KM 0984544.5 |
 GT2043| DA7989 155 207 132                                        11719     |
 GT2043| DA7990 155 207 133 RM 1                     22.286 METERS 12529     |
 GT2043| DA7991 155 207 133 RM 2                     14.759 METERS 18241     |
 GT2043|---------------------------------------------------------------------|
 GT2043
 GT2043                          SUPERSEDED SURVEY CONTROL
 GT2043
 GT2043  NAD 83(1986)-  36 56 09.46130(N)    119 41 24.45585(W) AD(1984.00) 2
 GT2043  NAD 27      -  36 56 09.63970(N)    119 41 20.93970(W) AD(       ) 2
 GT2043
 GT2043.Superseded values are not recommended for survey control.
 GT2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT2043.See file dsdata.txt to determine how the superseded data were derived.
 GT2043
 GT2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6041891150(NAD 83)
 GT2043_MARKER: Z = SEE DESCRIPTION
 GT2043_SETTING: 0 = UNSPECIFIED SETTING
 GT2043
 GT2043  HISTORY     - Date     Condition        Report By
 GT2043  HISTORY     - 1961     MONUMENTED       CGS
 GT2043
 GT2043                          STATION DESCRIPTION
 GT2043
 GT2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR)
 GT2043'THE STATION IS ON A LOW, GRASSY HILL ABOUT 7-1/2 MILES NORTH
 GT2043'OF CLOVIS, 6-1/2 MILES NORTH AND 5-1/2 MILES EAST OF PINEDALE,
 GT2043'6 MILES EAST OF STATE HIGHWAY 41, 3 MILES SOUTH AND 1-1/2 MILES
 GT2043'EAST OF FRIANT AND 1/2 MILE WEST OF THE FRIANT KERN CANAL.
 GT2043'
 GT2043'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLOVIS, GO
 GT2043'NORTH ON CLOVIS AVENUE FOR 0.9 MILE TO A T-JUNCTION, TURN LEFT
 GT2043'AND GO WEST ON HERNDON AVENUE FOR 0.45 MILE TO A SIDE ROAD
 GT2043'RIGHT, TURN RIGHT AND GO NORTH ON MINNEWAWA ROAD FOR 4.15
 GT2043'MILE TO A T-JUNCTION, TURN LEFT AND GO WEST ON COPPER ROAD
 GT2043'FOR 0.2 MILE TO A SIDE ROAD RIGHT AND A STORE ON THE LEFT, TURN
 GT2043'RIGHT AND GO NORTHERLY ON AUBERRY ROAD FOR 4.15 MILES TO A
 GT2043'BOARD GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE,
 GT2043'AND GO SOUTHERLY ON TRACK ROAD FOR 0.2 MILE TO A BOARD
 GT2043'GATE, PASS THROUGH AND CONTINUE ON TRACK ROAD FOR 0.1 MILE
 GT2043'TO A FORK, TURN RIGHT AND GO SOUTHWEST FOR 0.3 MILE, TURN
 GT2043'RIGHT, LEAVING TRACK ROAD, AND GO NORTHERLY, UP STEEP HILL
 GT2043'FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 GT2043'
 GT2043'THE STATION MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK
 GT2043'DISK, STAMPED 155 207 133 1961, CEMENTED IN A DRILL HOLE IN THE
 GT2043'TOP OF A 1 X 3 FOOT BOULDER PROJECTING 3 INCHES.  IT IS 235
 GT2043'FEET WEST OF THE WEST EDGE OF A LARGE PILE OF ROCK, 35 FEET
 GT2043'NORTHWEST OF THE HIGHEST POINT OF THE HILL AND ABOUT 18 INCHES
 GT2043'LOWER.
 GT2043'
 GT2043'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 155 207 133 USBR
 GT2043'NO11961, CEMENTED IN A DRILL HOLE IN THE TOP OF A 12 X 5 FOOT
 GT2043'BOULDER PROJECTING 18 INCHES.  IT IS 42 FEET EAST OF THE
 GT2043'HIGHEST POINT OF THE HILL.
 GT2043'
 GT2043'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 155 207 133 USBR
 GT2043'NO 2 1961, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 3
 GT2043'FOOT BOULDER PROJECTING 16 INCHES.  IT IS 30 FEET SOUTHWEST OF
 GT2043'THE HIGHEST POINT OF THE HILL.
 GT2043'
 GT2043'155-207-132 (USBR) IS A U.S. BUREAU OF RECLAMATION BENCH MARK
 GT2043'DISK, STAMPED 155 207 132, CEMENTED IN A DRILL HOLE IN THE TOP
 GT2043'OF A 2 X 2-1/2 FOOT OUTCROP OF BEDROCK FLUSH WITH THE GROUND.
 GT2043'IT IS NEAR THE SOUTHEAST END OF THE RIDGE AND 51 FEET
 GT2043'EAST-NORTHEAST OF THE EAST END OF THE ROCK PILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT2042 ***********************************************************************
 GT2042  DESIGNATION -  155 207 3
 GT2042  PID         -  GT2042
 GT2042  STATE/COUNTY-  CA/FRESNO
 GT2042  USGS QUAD   -  FRIANT (1964)
 GT2042
 GT2042                         *CURRENT SURVEY CONTROL
 GT2042  ___________________________________________________________________
 GT2042* NAD 83(1992)-  36 56 34.97363(N)    119 41 53.98473(W)     ADJUSTED  
 GT2042* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 GT2042  ___________________________________________________________________
 GT2042  EPOCH DATE  -        1991.35
 GT2042  LAPLACE CORR-           8.34  (seconds)                    DEFLEC99
 GT2042  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 GT2042  HORZ ORDER  -  SECOND
 GT2042
 GT2042.The horizontal coordinates were established by classical geodetic methods
 GT2042.and adjusted by the National Geodetic Survey in March 1994.
 GT2042.The horizontal coordinates are valid at the epoch date displayed above.
 GT2042.The epoch date for horizontal control is a decimal equivalence
 GT2042.of Year/Month/Day.
 GT2042
 GT2042.The orthometric height was scaled from a topographic map.
 GT2042
 GT2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT2042
 GT2042.The geoid height was determined by GEOID03.
 GT2042
 GT2042;                    North         East     Units Scale Factor Converg.
 GT2042;SPC CA 4     -   678,844.326 1,937,797.514   MT  0.99995604   -0 24 59.8
 GT2042;SPC CA 4     - 2,227,175.09  6,357,590.68   sFT  0.99995604   -0 24 59.8
 GT2042;SPC CA 3     -   549,476.515 2,071,412.368   MT  1.00002784   +0 29 26.9
 GT2042;SPC CA 3     - 1,802,740.87  6,795,958.74   sFT  1.00002784   +0 29 26.9
 GT2042;UTM  11      - 4,091,956.702   259,709.472   MT  1.00031137   -1 37 21.1
 GT2042
 GT2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT2042!SPC CA 4     -   0.99997858  x   0.99995604  =   0.99993462
 GT2042!SPC CA 3     -   0.99997858  x   1.00002784  =   1.00000642
 GT2042!UTM  11      -   0.99997858  x   1.00031137  =   1.00028994
 GT2042
 GT2042|---------------------------------------------------------------------|
 GT2042| PID    Reference Object                     Distance      Geod. Az  |
 GT2042|                                                           dddmmss.s |
 GT2042| DA7992 155 207 3 RM 1                       12.183 METERS 01406     |
 GT2042| GT2047 COOPER                              APPROX. 5.3 KM 1060221.5 |
 GT2042| DA7993 155 207 3 RM 2                       15.538 METERS 27038     |
 GT2042|---------------------------------------------------------------------|
 GT2042
 GT2042                          SUPERSEDED SURVEY CONTROL
 GT2042
 GT2042  NAD 83(1986)-  36 56 34.97190(N)    119 41 53.98099(W) AD(1984.00) 2
 GT2042  NAD 27      -  36 56 35.15040(N)    119 41 50.46290(W) AD(       ) 2
 GT2042
 GT2042.Superseded values are not recommended for survey control.
 GT2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT2042.See file dsdata.txt to determine how the superseded data were derived.
 GT2042
 GT2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5970991957(NAD 83)
 GT2042_MARKER: Z = SEE DESCRIPTION
 GT2042_SETTING: 0 = UNSPECIFIED SETTING
 GT2042
 GT2042  HISTORY     - Date     Condition        Report By
 GT2042  HISTORY     - 1961     MONUMENTED       CGS
 GT2042
 GT2042                          STATION DESCRIPTION
 GT2042
 GT2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR)
 GT2042'STATION IS ON A LOW GRASS COVERED HILL, ABOUT 10 MILES NORTH
 GT2042'AND 5 MILES EAST OF PINEDALE, 8 MILES NORTH OF CLOVIS, 5 MILES
 GT2042'EAST OF STATE HIGHWAY 41, 2-1/2 MILES SOUTH AND 1 MILE EAST OF
 GT2042'FRIANT AND 0.15 MILE SOUTHWEST OF THE FRIANT KERN CANAL.
 GT2042'
 GT2042'TO REACH FROM THE RAILROAD DEPOT IN CLOVIS, GO NORTH ON CLOVIS
 GT2042'AVENUE FOR 0.9 MILE TO A T-JUNCTION, TURN LEFT, WEST ON HERNDON
 GT2042'AVENUE FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, NORTH ON
 GT2042'MINNEWAWA ROAD FOR 4.15 MILE TO A T-JUNCTION, TURN LEFT, WEST
 GT2042'ON COPPER ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AND STORE ON
 GT2042'THE LEFT, TURN RIGHT, NORTHERLY ON AUBERRY ROAD FOR 4.0 MILES
 GT2042'TO A LOCKED GATE ON THE LEFT, TURN LEFT, NORTHERLY AND PASS
 GT2042'THROUGH GATE ON DIRT ROAD FOR 0.25 MILE TO A FORK, TAKE THE
 GT2042'LEFT FORK, TRACK ROAD FOR 0.2 MILE, TURN RIGHT AND PICK WAY
 GT2042'UP HILL FOR 0.2 MILE TO THE TOP AND STATION.
 GT2042'
 GT2042'STATION MARK IS A U.S. BUREAU OF RECLAMATION DISK, STAMPED
 GT2042'155-207-3 1958, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 GT2042'POST PROJECTING 2 INCHES.  IT IS ABOUT 50 FEET EAST AND 3 FEET
 GT2042'LOWER THAN THE HIGHEST POINT OF THE HILL AND 3.2 FEET NORTHWEST OF
 GT2042'A METAL, WITNESS SIGNPOST.
 GT2042'
 GT2042'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 155-207-3 NO 1
 GT2042'1961, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING
 GT2042'4 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 GT2042'
 GT2042'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 155-207-3 NO 2
 GT2042'1961, CEMENTED IN A DRILL HOLE IN A 2 X 1 FOOT BOULDER PROJECTING
 GT2042'4 INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2642 ***********************************************************************
 FU2642  DESIGNATION -  155 A DWR
 FU2642  PID         -  FU2642
 FU2642  STATE/COUNTY-  CA/KERN
 FU2642  USGS QUAD   -  LOST HILLS (1973)
 FU2642
 FU2642                         *CURRENT SURVEY CONTROL
 FU2642  ___________________________________________________________________
 FU2642* NAD 83(1986)-  35 35 13.     (N)    119 40 51.     (W)     SCALED    
 FU2642* NAVD 88     -        94.66   (+/-2cm)     310.6    (feet)  VERTCON   
 FU2642  ___________________________________________________________________
 FU2642  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2642  VERT ORDER  -  THIRD (See Below)
 FU2642
 FU2642.The horizontal coordinates were scaled from a topographic map and have
 FU2642.an estimated accuracy of +/- 6 seconds.
 FU2642
 FU2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2642.The vertical order pertains to the NGVD 29 superseded value.
 FU2642
 FU2642.The geoid height was determined by GEOID03.
 FU2642
 FU2642;                    North         East    Units  Estimated Accuracy
 FU2642;SPC CA 5     -   732,780.    1,847,670.      MT  (+/- 180 meters Scaled)
 FU2642
 FU2642                          SUPERSEDED SURVEY CONTROL
 FU2642
 FU2642  NGVD 29 (??/??/??)   93.97   (m)          308.3    (f) RESET       3  
 FU2642
 FU2642.Superseded values are not recommended for survey control.
 FU2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2642.See file dsdata.txt to determine how the superseded data were derived.
 FU2642
 FU2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV571414(NAD 83)
 FU2642_MARKER: DD = SURVEY DISK
 FU2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2642_STAMPING: 155 A 1963
 FU2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2642+STABILITY: SURFACE MOTION
 FU2642
 FU2642  HISTORY     - Date     Condition        Report By
 FU2642  HISTORY     - 1963     MONUMENTED       CADWR
 FU2642  HISTORY     - 1964     GOOD             NGS
 FU2642  HISTORY     - 1966     GOOD             NGS
 FU2642
 FU2642                          STATION DESCRIPTION
 FU2642
 FU2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2642'2.5 MI SE FROM LOST HILLS.
 FU2642'2.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2642'STATE HIGHWAY 46 AT LOST HILLS, THENCE 0.5 MILE EAST ALONG A
 FU2642'TRACK ROAD, (0.35 MILE NORTH-NORTHWEST ALONG A TRACK ROAD, THENCE
 FU2642'0.3 MILE NORTHWEST ALONG A TRACK ROAD FOLLOWING A TELEPHONE LINE,
 FU2642'THENCE 0.3 MILE NORTHWEST ALONG POLE LINE FROM BENCH MARK 156 A
 FU2642'(DWR)), 0.1 MILE EAST OF A NORTH-SOUTH TELEPHONE LINE, 47 FEET
 FU2642'SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS
 FU2642'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 FU2642'WHICH PROJECTS 0.1 FOOT.
 FU2642
 FU2642                          STATION RECOVERY (1966)
 FU2642
 FU2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1504 ***********************************************************************
 DC1504  DESIGNATION -  155 B
 DC1504  PID         -  DC1504
 DC1504  STATE/COUNTY-  CA/SAN DIEGO
 DC1504  USGS QUAD   -  LA JOLLA (1975)
 DC1504
 DC1504                         *CURRENT SURVEY CONTROL
 DC1504  ___________________________________________________________________
 DC1504* NAD 83(1992)-  32 50 03.27364(N)    117 14 54.57479(W)     ADJUSTED  
 DC1504* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 DC1504  ___________________________________________________________________
 DC1504  EPOCH DATE  -        1991.35
 DC1504  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 DC1504  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DC1504  HORZ ORDER  -  THIRD
 DC1504
 DC1504.The horizontal coordinates were established by classical geodetic methods
 DC1504.and adjusted by the National Geodetic Survey in June 1996.
 DC1504.The horizontal coordinates are valid at the epoch date displayed above.
 DC1504.The epoch date for horizontal control is a decimal equivalence
 DC1504.of Year/Month/Day.
 DC1504
 DC1504.The orthometric height was scaled from a topographic map.
 DC1504
 DC1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1504
 DC1504.The geoid height was determined by GEOID03.
 DC1504
 DC1504;                    North         East     Units Scale Factor Converg.
 DC1504;SPC CA 6     -   574,483.665 1,906,515.712   MT  0.99999192   -0 32 55.3
 DC1504;SPC CA 6     - 1,884,785.16  6,254,960.30   sFT  0.99999192   -0 32 55.3
 DC1504;UTM  11      - 3,632,938.660   476,743.481   MT  0.99960667   -0 08 05.1
 DC1504
 DC1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1504!SPC CA 6     -   0.99997368  x   0.99999192  =   0.99996560
 DC1504!UTM  11      -   0.99997368  x   0.99960667  =   0.99958036
 DC1504
 DC1504:                Primary Azimuth Mark                     Grid Az
 DC1504:SPC CA 6     -  EASTER CROSS                             031 09 27.2
 DC1504:UTM  11      -  EASTER CROSS                             030 44 37.0
 DC1504
 DC1504|---------------------------------------------------------------------|
 DC1504| PID    Reference Object                     Distance      Geod. Az  |
 DC1504|                                                           dddmmss.s |
 DC1504| DC1510 EASTER CROSS                        APPROX. 0.7 KM 0303631.9 |
 DC1504| DC1515 LADRILLO                            APPROX. 2.9 KM 1351136.9 |
 DC1504|---------------------------------------------------------------------|
 DC1504
 DC1504                          SUPERSEDED SURVEY CONTROL
 DC1504
 DC1504  NAD 83(1986)-  32 50 03.26874(N)    117 14 54.57656(W) AD(1984.00) 3
 DC1504  NAD 27      -  32 50 03.09200(N)    117 14 51.43700(W) AD(       ) 3
 DC1504
 DC1504.Superseded values are not recommended for survey control.
 DC1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1504.See file dsdata.txt to determine how the superseded data were derived.
 DC1504
 DC1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7674332939(NAD 83)
 DC1504
 DC1504  HISTORY     - Date     Condition        Report By
 DC1504  HISTORY     - 1934     FIRST OBSERVED   CGS
 DC1504  HISTORY     - 20080901 MARK NOT FOUND   GEOCAC
 DC1504
 DC1504                          STATION DESCRIPTION
 DC1504
 DC1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RWK)
 DC1504'THIS STATION IS THE INSTRUMENT SET-UP POINT OF A THEODOLITE
 DC1504'THREE-POINT FIX, WHICH IS ALSO THE PICTURE POINT.  IT IS DESIGNATED
 DC1504'AS 155 B BECAUSE IT APPEARS TO BEST ADVANTAGE ON THAT PHOTOGRAPH.
 DC1504'
 DC1504'THIS STATION IS NEAR THE PLACE WHERE THE IMPROVED ROAD FROM
 DC1504'LA JOLLA JOINS THE IMPROVED ROAD FROM PACIFIC BEACH TO EASTER
 DC1504'CROSS.  A SECOND-CLASS ROAD CONNECTS THESE TWO IMPROVED ROADS
 DC1504'JUST S OF THE JUNCTION, FORMING A TRIANGLE.  A SECOND-CLASS
 DC1504'ROAD FROM THE S JOINS THE SECOND-CLASS ROAD BETWEEN THE
 DC1504'TWO IMPROVED ROADS.  THE STATION IS THE INTERSECTION OF
 DC1504'THE CENTER LINES OF THE TWO SECOND-CLASS ROADS.
 DC1504
 DC1504                          STATION RECOVERY (2008)
 DC1504
 DC1504'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC1504'FIRST, SUBSEQUENT DEVELOPMENT HAS RENDERED THE 1934 DESCRIPTION
 DC1504'OBSOLETE AND COMPLETELY USELESS.
 DC1504'THE ROADS HAVE BEEN COMPLETELY REALIGNED AND THE TRIANGLE DESCRIBED IS
 DC1504'NOT DISCERNABLE.
 DC1504'SECOND, THE PUBLISHED POSITION IS A FAIRLY ACCURATE ONE WHICH PLACES
 DC1504'THE MARK IN THE MIDDLE OF A BUILDING THAT IS PART OF A PRIVATE SCHOOL
 DC1504'COMPLEX LOCATED JUST EAST OF LA JOLLA SCENIC DRIVE SOUTH OF SOLEDAD
 DC1504'MOUNTAIN ROAD AND NORTH OF CARDENO DRIVE, WHICH BECOMES NAUTILUS ST
 DC1504'WEST OF THE NEARBY INTERSECTION..
 DC1504'AS ACCURATE PUBLISHED POSITIONS HAVE GENERALLY BEEN FOUND TO BE
 DC1504'EXCELLENT, WE CONCLUDE THIS MARK WAS MOST LIKELY DESTROYED DURING
 DC1504'DEVELOPMENT OF THIS AREA THOUGH ADD NO PROOF OF DESTRUCTION IS KNOWN.
 DC1504'WE COULD NOT OBTAIN ACCESS TO THE ACTUAL SITE TO TAKE AN ALTITUDE
 DC1504'READING FOR COMPARISON WITH THE PUBLISHED HEIGHT BUT SUSPECT THAT
 DC1504'MIGHT CLEAR THE MATTER UP IF SIGNIFICANT GRADING OCCURRED AS IS
 DC1504'LIKELY.
 DC1504' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2643 ***********************************************************************
 FU2643  DESIGNATION -  155 DWR
 FU2643  PID         -  FU2643
 FU2643  STATE/COUNTY-  CA/KERN
 FU2643  USGS QUAD   -  LOST HILLS (1973)
 FU2643
 FU2643                         *CURRENT SURVEY CONTROL
 FU2643  ___________________________________________________________________
 FU2643* NAD 83(1986)-  35 35 13.     (N)    119 41 22.     (W)     SCALED    
 FU2643* NAVD 88     -       100.81   (+/-2cm)     330.7    (feet)  VERTCON   
 FU2643  ___________________________________________________________________
 FU2643  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FU2643  VERT ORDER  -  THIRD (See Below)
 FU2643
 FU2643.The horizontal coordinates were scaled from a topographic map and have
 FU2643.an estimated accuracy of +/- 6 seconds.
 FU2643
 FU2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2643.The vertical order pertains to the NGVD 29 superseded value.
 FU2643
 FU2643.The geoid height was determined by GEOID03.
 FU2643
 FU2643;                    North         East    Units  Estimated Accuracy
 FU2643;SPC CA 5     -   732,790.    1,846,890.      MT  (+/- 180 meters Scaled)
 FU2643
 FU2643                          SUPERSEDED SURVEY CONTROL
 FU2643
 FU2643  NGVD 29 (??/??/??)  100.12   (m)          328.5    (f) RESET       3  
 FU2643
 FU2643.Superseded values are not recommended for survey control.
 FU2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2643.See file dsdata.txt to determine how the superseded data were derived.
 FU2643
 FU2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV563414(NAD 83)
 FU2643_MARKER: DD = SURVEY DISK
 FU2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2643_STAMPING: BM 155 1959
 FU2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2643+STABILITY: SURFACE MOTION
 FU2643
 FU2643  HISTORY     - Date     Condition        Report By
 FU2643  HISTORY     - 1959     MONUMENTED       CADWR
 FU2643  HISTORY     - 1964     GOOD             NGS
 FU2643
 FU2643                          STATION DESCRIPTION
 FU2643
 FU2643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2643'2 MI S FROM LOST HILLS.
 FU2643'2.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2643'STATE HIGHWAY 46 AT LOST HILLS, 0.2 MILE SOUTH OF THE JUNCTION OF
 FU2643'AN ASPHALT ROAD NORTHWEST, 42 FEET NORTH OF THE CENTER LINE OF A
 FU2643'TRACK ROAD WEST, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU2643'2 1/2 FEET NORTH OF A POWER POLE, 2.7 FEET SOUTH OF A WITNESS
 FU2643'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 FU2643'WHICH PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0816 ***********************************************************************
 JS0816  DESIGNATION -  155 USGS
 JS0816  PID         -  JS0816
 JS0816  STATE/COUNTY-  CA/SACRAMENTO
 JS0816  USGS QUAD   -  FOLSOM (1980)
 JS0816
 JS0816                         *CURRENT SURVEY CONTROL
 JS0816  ___________________________________________________________________
 JS0816* NAD 83(1986)-  38 38 15.     (N)    121 11 54.     (W)     SCALED    
 JS0816* NAVD 88     -        48.33   (+/-2cm)     158.6    (feet)  VERTCON   
 JS0816  ___________________________________________________________________
 JS0816  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JS0816  VERT ORDER  -  THIRD (See Below)
 JS0816
 JS0816.The horizontal coordinates were scaled from a topographic map and have
 JS0816.an estimated accuracy of +/- 6 seconds.
 JS0816
 JS0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0816.The vertical order pertains to the NGVD 29 superseded value.
 JS0816
 JS0816.The geoid height was determined by GEOID03.
 JS0816
 JS0816;                    North         East    Units  Estimated Accuracy
 JS0816;SPC CA 2     -   608,080.    2,069,790.      MT  (+/- 180 meters Scaled)
 JS0816
 JS0816                          SUPERSEDED SURVEY CONTROL
 JS0816
 JS0816  NGVD 29 (??/??/??)   47.56   (m)          156.0    (f) RESET       3  
 JS0816
 JS0816.Superseded values are not recommended for survey control.
 JS0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0816.See file dsdata.txt to determine how the superseded data were derived.
 JS0816
 JS0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH568780(NAD 83)
 JS0816_MARKER: DD = SURVEY DISK
 JS0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0816_SP_SET: BRIDGE
 JS0816_STAMPING: 155 B P 1908
 JS0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0816
 JS0816  HISTORY     - Date     Condition        Report By
 JS0816  HISTORY     - 1908     MONUMENTED       USGS
 JS0816  HISTORY     - 1934     GOOD             NGS
 JS0816  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0816
 JS0816                          STATION DESCRIPTION
 JS0816
 JS0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0816'1.5 MI SW FROM NATOMA.
 JS0816'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM NATOMA, SACRAMENTO
 JS0816'COUNTY, AT THE STONE BRIDGE OVER ALDER CREEK, AND IN THE TOP
 JS0816'OF THE NORTH END OF THE EAST GRANITE PARAPET WALL.  A UNITED
 JS0816'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 155 B P 1908.
 JS0816
 JS0816                          STATION RECOVERY (2004)
 JS0816
 JS0816'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0816'STONE BRIDGE HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1364 ***********************************************************************
 DB1364  DESIGNATION -  155 Y
 DB1364  PID         -  DB1364
 DB1364  STATE/COUNTY-  CA/IMPERIAL
 DB1364  USGS QUAD   -  YUMA WEST (1979)
 DB1364
 DB1364                         *CURRENT SURVEY CONTROL
 DB1364  ___________________________________________________________________
 DB1364* NAD 83(1992)-  32 43 04.63404(N)    114 43 53.22313(W)     ADJUSTED  
 DB1364* NAVD 88     -        48.22   (+/-2cm)     158.2    (feet)  VERTCON   
 DB1364  ___________________________________________________________________
 DB1364  EPOCH DATE  -        1991.35
 DB1364  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DB1364  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DB1364  HORZ ORDER  -  SECOND
 DB1364  VERT ORDER  -  THIRD ? (See Below)
 DB1364
 DB1364.The horizontal coordinates were established by classical geodetic methods
 DB1364.and adjusted by the National Geodetic Survey in June 1996.
 DB1364.The horizontal coordinates are valid at the epoch date displayed above.
 DB1364.The epoch date for horizontal control is a decimal equivalence
 DB1364.of Year/Month/Day.
 DB1364
 DB1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1364.The vertical order pertains to the NGVD 29 superseded value.
 DB1364
 DB1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1364
 DB1364.The geoid height was determined by GEOID03.
 DB1364
 DB1364;                    North         East     Units Scale Factor Converg.
 DB1364;SPC CA 6     -   562,176.238 2,142,359.710   MT  1.00001152   +0 50 04.1
 DB1364;SPC CA 6     - 1,844,406.54  7,028,725.15   sFT  1.00001152   +0 50 04.1
 DB1364;SPC AZ W     -   190,907.506   121,353.798   MT  1.00003768   -0 31 49.9
 DB1364;SPC AZ W     -   626,336.96    398,142.38   iFT  1.00003768   -0 31 49.9
 DB1364;UTM  11      - 3,622,295.737   712,613.371   MT  1.00015743   +1 13 35.8
 DB1364
 DB1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1364!SPC CA 6     -   0.99999775  x   1.00001152  =   1.00000927
 DB1364!SPC AZ W     -   0.99999775  x   1.00003768  =   1.00003543
 DB1364!UTM  11      -   0.99999775  x   1.00015743  =   1.00015518
 DB1364
 DB1364                          SUPERSEDED SURVEY CONTROL
 DB1364
 DB1364  NAD 83(1992)-  32 43 04.63373(N)    114 43 53.22238(W) AD(1984.00) 2
 DB1364  NAD 83(1986)-  32 43 04.64676(N)    114 43 53.23134(W) AD(1984.00) 2
 DB1364  NAD 27      -  32 43 04.47900(N)    114 43 50.38300(W) AD(       ) 2
 DB1364  NGVD 29 (07/19/86)   47.56   (m)          156.0    (f) LEVELING    3  
 DB1364
 DB1364.Superseded values are not recommended for survey control.
 DB1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1364.See file dsdata.txt to determine how the superseded data were derived.
 DB1364
 DB1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1261322296(NAD 83)
 DB1364_MARKER: DB = BENCH MARK DISK
 DB1364_SETTING: 0 = UNSPECIFIED SETTING
 DB1364
 DB1364  HISTORY     - Date     Condition        Report By
 DB1364  HISTORY     - 1934     MONUMENTED       USGS
 DB1364
 DB1364                          STATION DESCRIPTION
 DB1364
 DB1364'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 DB1364'THE STATION WAS REACHED FROM GRAYS WELL BY GOING EASTERLY ON
 DB1364'U.S. HIGHWAY 80 FOR 13.5 MILES TO A UNION SERVICE STATION ON
 DB1364'THE RIGHT AND A SIGN ALGODONES 2-1/2 MILES.  TURN RIGHT,
 DB1364'SOUTH, THENCE WESTERLY FOR 2.3 MILES TO THE RAILROAD STATION
 DB1364'AT CANTU.  TURN RIGHT, NORTH, AND CROSS THE RAILROAD TRACKS
 DB1364'IN FRONT OF THE RAILROAD STATION.  THE AZIMUTH MARK IS ON
 DB1364'THE LONE, HIGH KNOLL ON THE LEFT, WEST SIDE OF THE ROAD,
 DB1364'IMMEDIATELY AFTER CROSSING THE RAILROAD TRACKS.  PASS ON THE
 DB1364'NORTH SIDE OF THE KNOLL AND GO WESTERLY THROUGH THE CUT ON
 DB1364'THE TRACK ROAD FOR 0.2 MILE TO THE MONUMENT AND STATION.
 DB1364'A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE ALL THE WAY
 DB1364'TO THE STATION.
 DB1364'THE U.S.G.S. BENCH MARK, STAMPED 155 Y, IS JUST NORTH OF THE
 DB1364'MONUMENT.  THE MARK IS SET IN TOP OF A 4-INCH CAST IRON PIPE
 DB1364'WHICH PROJECTS ABOUT 8 INCHES.
 DB1364'
 DB1364'THIS POINT ADJUSTED TO SURVEY OF 1941 MADE AFTER EL CENTRO
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1759 ***********************************************************************
 DB1759  DESIGNATION -  155 Y
 DB1759  PID         -  DB1759
 DB1759  STATE/COUNTY-  CA/IMPERIAL
 DB1759  USGS QUAD   -  YUMA WEST (1979)
 DB1759
 DB1759                         *CURRENT SURVEY CONTROL
 DB1759  ___________________________________________________________________
 DB1759* NAD 83(1986)-  32 43 05.     (N)    114 43 53.     (W)     SCALED    
 DB1759* NAVD 88     -        48.22   (+/-2cm)     158.2    (feet)  VERTCON   
 DB1759  ___________________________________________________________________
 DB1759  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DB1759  VERT ORDER  -  THIRD ? (See Below)
 DB1759
 DB1759.The horizontal coordinates were scaled from a topographic map and have
 DB1759.an estimated accuracy of +/- 6 seconds.
 DB1759
 DB1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB1759.The vertical order pertains to the NGVD 29 superseded value.
 DB1759
 DB1759.The geoid height was determined by GEOID03.
 DB1759
 DB1759;                    North         East    Units  Estimated Accuracy
 DB1759;SPC CA 6     -   562,190.    2,142,370.      MT  (+/- 180 meters Scaled)
 DB1759
 DB1759                          SUPERSEDED SURVEY CONTROL
 DB1759
 DB1759  NGVD 29 (07/19/86)   47.56   (m)          156.0    (f) LEVELING    3  
 DB1759
 DB1759.Superseded values are not recommended for survey control.
 DB1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1759.See file dsdata.txt to determine how the superseded data were derived.
 DB1759
 DB1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS126223(NAD 83)
 DB1759
 DB1759  HISTORY     - Date     Condition        Report By
 DB1759  HISTORY     - 1934     MONUMENTED       USGS
 DB1759
 DB1759                          STATION DESCRIPTION
 DB1759
 DB1759'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 DB1759'PRE-EARTHQUAKE POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1478 ***********************************************************************
 GU1478  DESIGNATION -  155.64 L
 GU1478  PID         -  GU1478
 GU1478  STATE/COUNTY-  CA/FRESNO
 GU1478  USGS QUAD   -  HURON (1971)
 GU1478
 GU1478                         *CURRENT SURVEY CONTROL
 GU1478  ___________________________________________________________________
 GU1478* NAD 83(1986)-  36 13 14.     (N)    120 03 45.     (W)     SCALED    
 GU1478* NAVD 88     -       101.51   (+/-2cm)     333.0    (feet)  VERTCON   
 GU1478  ___________________________________________________________________
 GU1478  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GU1478  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1478
 GU1478.The horizontal coordinates were scaled from a topographic map and have
 GU1478.an estimated accuracy of +/- 6 seconds.
 GU1478
 GU1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1478.The vertical order pertains to the NGVD 29 superseded value.
 GU1478
 GU1478.The geoid height was determined by GEOID03.
 GU1478
 GU1478;                    North         East    Units  Estimated Accuracy
 GU1478;SPC CA 4     -   598,980.    1,904,470.      MT  (+/- 180 meters Scaled)
 GU1478
 GU1478                          SUPERSEDED SURVEY CONTROL
 GU1478
 GU1478  NGVD 29 (??/??/92)  100.620  (m)          330.12   (f) ADJ UNCH    1 1
 GU1478
 GU1478.Superseded values are not recommended for survey control.
 GU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1478.See file dsdata.txt to determine how the superseded data were derived.
 GU1478
 GU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF640124(NAD 83)
 GU1478_MARKER: DD = SURVEY DISK
 GU1478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1478_SP_SET: ABUTMENT
 GU1478_STAMPING: 155.64 L
 GU1478_MARK LOGO: BOR   
 GU1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1478+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1478
 GU1478  HISTORY     - Date     Condition        Report By
 GU1478  HISTORY     - UNK      MONUMENTED       BOR
 GU1478  HISTORY     - 1967     GOOD             NGS
 GU1478  HISTORY     - 1971     GOOD             NGS
 GU1478  HISTORY     - 19890117 GOOD             NGS
 GU1478
 GU1478                          STATION DESCRIPTION
 GU1478
 GU1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1478'68.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1478'68.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1478'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.7 FEET SOUTHEAST OF THE
 GU1478'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF CHECK
 GU1478'STRUCTURE NO. 6, 78 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1478'NORTHEAST LEVEE ROAD, 9 FEET NORTHWEST OF THE CENTER OF A GATE
 GU1478'HOIST WINCH DECK, 0.4 FEET SOUTHWEST OF A STEEL GUARDRAIL POST,
 GU1478'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 GU1478
 GU1478                          STATION RECOVERY (1971)
 GU1478
 GU1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1478'RECOVERED IN GOOD CONDITION.
 GU1478
 GU1478                          STATION RECOVERY (1989)
 GU1478
 GU1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1474 ***********************************************************************
 GU1474  DESIGNATION -  155.64 R
 GU1474  PID         -  GU1474
 GU1474  STATE/COUNTY-  CA/FRESNO
 GU1474  USGS QUAD   -  HURON (1971)
 GU1474
 GU1474                         *CURRENT SURVEY CONTROL
 GU1474  ___________________________________________________________________
 GU1474* NAD 83(1986)-  36 13 14.     (N)    120 03 45.     (W)     SCALED    
 GU1474* NAVD 88     -       101.474  (meters)     332.92   (feet)  ADJUSTED  
 GU1474  ___________________________________________________________________
 GU1474  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GU1474  DYNAMIC HT  -         101.385 (meters)     332.63  (feet)  COMP
 GU1474  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 GU1474
 GU1474  VERT ORDER  -  FIRST     CLASS I
 GU1474
 GU1474.The horizontal coordinates were scaled from a topographic map and have
 GU1474.an estimated accuracy of +/- 6 seconds.
 GU1474
 GU1474.The orthometric height was determined by differential leveling
 GU1474.and adjusted in June 1991.
 GU1474
 GU1474.The geoid height was determined by GEOID03.
 GU1474
 GU1474.The dynamic height is computed by dividing the NAVD 88
 GU1474.geopotential number by the normal gravity value computed on the
 GU1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1474.degrees latitude (g = 980.6199 gals.).
 GU1474
 GU1474.The modeled gravity was interpolated from observed gravity values.
 GU1474
 GU1474;                    North         East    Units  Estimated Accuracy
 GU1474;SPC CA 4     -   598,980.    1,904,470.      MT  (+/- 180 meters Scaled)
 GU1474
 GU1474                          SUPERSEDED SURVEY CONTROL
 GU1474
 GU1474  NGVD 29 (??/??/92)  100.623  (m)          330.13   (f) ADJ UNCH    1 1
 GU1474
 GU1474.Superseded values are not recommended for survey control.
 GU1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1474.See file dsdata.txt to determine how the superseded data were derived.
 GU1474
 GU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF640124(NAD 83)
 GU1474_MARKER: DD = SURVEY DISK
 GU1474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1474_SP_SET: ABUTMENT
 GU1474_STAMPING: 155.64 R
 GU1474_MARK LOGO: BOR   
 GU1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1474+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1474
 GU1474  HISTORY     - Date     Condition        Report By
 GU1474  HISTORY     - UNK      MONUMENTED       BOR
 GU1474  HISTORY     - 1967     GOOD             NGS
 GU1474  HISTORY     - 1971     GOOD             NGS
 GU1474  HISTORY     - 19890117 GOOD             NGS
 GU1474
 GU1474                          STATION DESCRIPTION
 GU1474
 GU1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1474'68.9 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1474'68.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU1474'AMIGOS PUMP PLANT, IN THE TOP AND 1.7 FEET SOUTHEAST OF THE
 GU1474'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF CHECK
 GU1474'STRUCTURE NO. 6, 78 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU1474'SOUTHWEST LEVEE ROAD, 9 FEET NORTHWEST OF THE CENTER OF A GATE
 GU1474'HOIST WINCH DECK, 0.6 FOOT NORTHEAST OF A STEEL GUARDRAIL POST,
 GU1474'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 GU1474
 GU1474                          STATION RECOVERY (1971)
 GU1474
 GU1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1474'RECOVERED IN GOOD CONDITION.
 GU1474
 GU1474                          STATION RECOVERY (1989)
 GU1474
 GU1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1475 ***********************************************************************
 GU1475  DESIGNATION -  155.78 L
 GU1475  PID         -  GU1475
 GU1475  STATE/COUNTY-  CA/FRESNO
 GU1475  USGS QUAD   -  HURON (1971)
 GU1475
 GU1475                         *CURRENT SURVEY CONTROL
 GU1475  ___________________________________________________________________
 GU1475* NAD 83(1986)-  36 13 09.     (N)    120 03 39.     (W)     SCALED    
 GU1475* NAVD 88     -       101.577  (meters)     333.26   (feet)  ADJUSTED  
 GU1475  ___________________________________________________________________
 GU1475  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GU1475  DYNAMIC HT  -         101.487 (meters)     332.96  (feet)  COMP
 GU1475  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 GU1475
 GU1475  VERT ORDER  -  FIRST     CLASS I
 GU1475
 GU1475.The horizontal coordinates were scaled from a topographic map and have
 GU1475.an estimated accuracy of +/- 6 seconds.
 GU1475
 GU1475.The orthometric height was determined by differential leveling
 GU1475.and adjusted in June 1991.
 GU1475
 GU1475.The geoid height was determined by GEOID03.
 GU1475
 GU1475.The dynamic height is computed by dividing the NAVD 88
 GU1475.geopotential number by the normal gravity value computed on the
 GU1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1475.degrees latitude (g = 980.6199 gals.).
 GU1475
 GU1475.The modeled gravity was interpolated from observed gravity values.
 GU1475
 GU1475;                    North         East    Units  Estimated Accuracy
 GU1475;SPC CA 4     -   598,820.    1,904,620.      MT  (+/- 180 meters Scaled)
 GU1475
 GU1475                          SUPERSEDED SURVEY CONTROL
 GU1475
 GU1475  NGVD 29 (??/??/92)  100.717  (m)          330.44   (f) ADJ UNCH    1 1
 GU1475
 GU1475.Superseded values are not recommended for survey control.
 GU1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1475.See file dsdata.txt to determine how the superseded data were derived.
 GU1475
 GU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF642122(NAD 83)
 GU1475_MARKER: DD = SURVEY DISK
 GU1475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1475_SP_SET: BRIDGE ABUTMENT
 GU1475_STAMPING: 155.78 L
 GU1475_MARK LOGO: BOR   
 GU1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1475+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1475
 GU1475  HISTORY     - Date     Condition        Report By
 GU1475  HISTORY     - UNK      MONUMENTED       BOR
 GU1475  HISTORY     - 1967     GOOD             NGS
 GU1475  HISTORY     - 1971     GOOD             NGS
 GU1475  HISTORY     - 19890117 GOOD             NGS
 GU1475
 GU1475                          STATION DESCRIPTION
 GU1475
 GU1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1475'69 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1475'69.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1475'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.7 FEET SOUTHEAST OF THE
 GU1475'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A SOUTHERN
 GU1475'PACIFIC COMPANY RAILROAD BRIDGE OVER THE AQUEDUCT, 9.0 FEET
 GU1475'NORTHWEST OF THE NORTHWEST RAIL, 30 FEET SOUTHWEST OF THE
 GU1475'CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE
 GU1475'ROAD.
 GU1475
 GU1475                          STATION RECOVERY (1971)
 GU1475
 GU1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1475'RECOVERED IN GOOD CONDITION.
 GU1475
 GU1475                          STATION RECOVERY (1989)
 GU1475
 GU1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1476 ***********************************************************************
 GU1476  DESIGNATION -  155.78 R
 GU1476  PID         -  GU1476
 GU1476  STATE/COUNTY-  CA/FRESNO
 GU1476  USGS QUAD   -  HURON (1971)
 GU1476
 GU1476                         *CURRENT SURVEY CONTROL
 GU1476  ___________________________________________________________________
 GU1476* NAD 83(1986)-  36 13 07.     (N)    120 03 42.     (W)     SCALED    
 GU1476* NAVD 88     -       101.506  (meters)     333.02   (feet)  ADJUSTED  
 GU1476  ___________________________________________________________________
 GU1476  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 GU1476  DYNAMIC HT  -         101.417 (meters)     332.73  (feet)  COMP
 GU1476  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 GU1476
 GU1476  VERT ORDER  -  FIRST     CLASS I
 GU1476
 GU1476.The horizontal coordinates were scaled from a topographic map and have
 GU1476.an estimated accuracy of +/- 6 seconds.
 GU1476
 GU1476.The orthometric height was determined by differential leveling
 GU1476.and adjusted in June 1991.
 GU1476
 GU1476.The geoid height was determined by GEOID03.
 GU1476
 GU1476.The dynamic height is computed by dividing the NAVD 88
 GU1476.geopotential number by the normal gravity value computed on the
 GU1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1476.degrees latitude (g = 980.6199 gals.).
 GU1476
 GU1476.The modeled gravity was interpolated from observed gravity values.
 GU1476
 GU1476;                    North         East    Units  Estimated Accuracy
 GU1476;SPC CA 4     -   598,760.    1,904,550.      MT  (+/- 180 meters Scaled)
 GU1476
 GU1476                          SUPERSEDED SURVEY CONTROL
 GU1476
 GU1476  NGVD 29 (??/??/92)  100.675  (m)          330.30   (f) ADJ UNCH    1 1
 GU1476
 GU1476.Superseded values are not recommended for survey control.
 GU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1476.See file dsdata.txt to determine how the superseded data were derived.
 GU1476
 GU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF641122(NAD 83)
 GU1476_MARKER: DD = SURVEY DISK
 GU1476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1476_SP_SET: ABUTMENT
 GU1476_STAMPING: 155.78 R
 GU1476_MARK LOGO: BOR   
 GU1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1476+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1476
 GU1476  HISTORY     - Date     Condition        Report By
 GU1476  HISTORY     - UNK      MONUMENTED       BOR
 GU1476  HISTORY     - 1967     GOOD             NGS
 GU1476  HISTORY     - 1971     GOOD             NGS
 GU1476  HISTORY     - 19890117 GOOD             NGS
 GU1476
 GU1476                          STATION DESCRIPTION
 GU1476
 GU1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1476'69 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1476'69.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1476'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.5 FEET NORTHWEST OF THE
 GU1476'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A SOUTHERN
 GU1476'PACIFIC COMPANY RAILROAD BRIDGE OVER THE AQUEDUCT, 9.0 FEET
 GU1476'SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET NORTHEAST OF THE CENTER
 GU1476'LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT LEVEL WITH THE
 GU1476'ROAD.
 GU1476
 GU1476                          STATION RECOVERY (1971)
 GU1476
 GU1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1476'RECOVERED IN GOOD CONDITION.
 GU1476
 GU1476                          STATION RECOVERY (1989)
 GU1476
 GU1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1330 ***********************************************************************
 FV1330  DESIGNATION -  1557=LURE
 FV1330  PID         -  FV1330
 FV1330  STATE/COUNTY-  CA/KINGS
 FV1330  USGS QUAD   -  KETTLEMAN PLAIN (1994)
 FV1330
 FV1330                         *CURRENT SURVEY CONTROL
 FV1330  ___________________________________________________________________
 FV1330* NAD 83(1992)-  35 53 52.16543(N)    120 06 36.41586(W)     ADJUSTED  
 FV1330* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 FV1330  ___________________________________________________________________
 FV1330  EPOCH DATE  -        1991.35
 FV1330  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 FV1330  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 FV1330  HORZ ORDER  -  SECOND
 FV1330
 FV1330.The horizontal coordinates were established by classical geodetic methods
 FV1330.and adjusted by the National Geodetic Survey in June 1996.
 FV1330.The horizontal coordinates are valid at the epoch date displayed above.
 FV1330.The epoch date for horizontal control is a decimal equivalence
 FV1330.of Year/Month/Day.
 FV1330
 FV1330.The orthometric height was scaled from a topographic map.
 FV1330
 FV1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1330
 FV1330.The geoid height was determined by GEOID03.
 FV1330
 FV1330;                    North         East     Units Scale Factor Converg.
 FV1330;SPC CA 4     -   563,216.702 1,899,779.074   MT  1.00002089   -0 39 44.2
 FV1330;SPC CA 4     - 1,847,820.13  6,232,858.51   sFT  1.00002089   -0 39 44.2
 FV1330;SPC CA 5     -   768,001.329 1,809,489.744   MT  1.00012249   -1 12 10.0
 FV1330;SPC CA 5     - 2,519,684.36  5,936,634.27   sFT  1.00012249   -1 12 10.0
 FV1330;UTM  10      - 3,976,474.479   760,828.824   MT  1.00043838   +1 41 43.5
 FV1330
 FV1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1330!SPC CA 4     -   0.99993080  x   1.00002089  =   0.99995168
 FV1330!SPC CA 5     -   0.99993080  x   1.00012249  =   1.00005328
 FV1330!UTM  10      -   0.99993080  x   1.00043838  =   1.00036914
 FV1330
 FV1330:                Primary Azimuth Mark                     Grid Az
 FV1330:SPC CA 4     -  LURE AZ MK                               088 53 53.5
 FV1330:SPC CA 5     -  LURE AZ MK                               089 26 19.3
 FV1330:UTM  10      -  LURE AZ MK                               086 32 25.8
 FV1330
 FV1330|---------------------------------------------------------------------|
 FV1330| PID    Reference Object                     Distance      Geod. Az  |
 FV1330|                                                           dddmmss.s |
 FV1330| DA7190 LURE AZ MK                                         0881409.3 |
 FV1330| DA7191 LURE RM 1                             6.005 METERS 16807     |
 FV1330| DA7192 LURE RM 2                            14.078 METERS 30438     |
 FV1330|---------------------------------------------------------------------|
 FV1330
 FV1330                          SUPERSEDED SURVEY CONTROL
 FV1330
 FV1330  NAD 83(1992)-  35 53 52.16537(N)    120 06 36.41646(W) AD(1991.35) 2
 FV1330  NAD 83(1986)-  35 53 52.16610(N)    120 06 36.41727(W) AD(1984.00) 2
 FV1330  NAD 27      -  35 53 52.31700(N)    120 06 32.92100(W) AD(       ) 2
 FV1330
 FV1330.Superseded values are not recommended for survey control.
 FV1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1330.See file dsdata.txt to determine how the superseded data were derived.
 FV1330
 FV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6082976474(NAD 83)
 FV1330_MARKER: Z = SEE DESCRIPTION
 FV1330_SETTING: 0 = UNSPECIFIED SETTING
 FV1330
 FV1330  HISTORY     - Date     Condition        Report By
 FV1330  HISTORY     - 1942     MONUMENTED       CGS
 FV1330  HISTORY     - 1981     SEE DESCRIPTION  DMA
 FV1330
 FV1330                          STATION DESCRIPTION
 FV1330
 FV1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 FV1330'ABOUT 8 MILES SSE OF AVENAL ON A PROMINENT RIDGE BETWEEN MC LURE
 FV1330'VALLEY AND KETTLEMAN PLAIN ON THE SOUTHEASTERN PORTION OF REEF
 FV1330'RIDGE.  STATION IS ON THE FIRST LIGHT-COLORED SMOOTH-TOPPED POINT
 FV1330'SE OF A NARROW JAGGED CREST AND ABOUT 1 MILE NW OF GAP WHERE
 FV1330'PIPE LINE ROAD CROSSES SAME RIDGE.  THERE ARE TWO SMALL TREES
 FV1330'IN FENCE LINE NEAR THE STATION.
 FV1330'
 FV1330'THE STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY BENCH MARK
 FV1330'DISK WITH CROSS IN CENTER, CEMENTED IN TOP OF OUTCROPPING ROCK,
 FV1330'FLUSH WITH GROUND SURFACE.  IT IS STAMPED 1557 FT.
 FV1330'
 FV1330'REFERENCE MARK NO. 1, SE OF STATION, IS A STANDARD U.S.C. AND
 FV1330'G.S. DISK CEMENTED IN TOP OF A 4-INCH CYLINDRICAL SOIL PIPE.
 FV1330'IT IS STAMPED LURE USGS NO. 1 1942.
 FV1330'
 FV1330'REFERENCE MARK NO. 2, NW OF STATION, IS A HOLE WITH A TRIANGLE
 FV1330'CIRCUMSCRIBED IN THE TOP OF A 2 1/2-INCH IRON PIPE WHICH
 FV1330'PROJECTS 1-1/2 FEET.  IT IS STAMPED S O V.
 FV1330'
 FV1330'A TRIANGLE BLAZED IN TREE TRUNK IS 38 FEET E OF THE STATION.
 FV1330'
 FV1330'THE AZIMUTH MARK IS ABOUT 1/2 MILE E OF THE STATION, AND 0.3
 FV1330'MILE W OF THE PIPE LINE ROAD.  THE MARK IS A STANDARD U.S.C.
 FV1330'AND G.S. DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FV1330'NEAR THE S END OF THE ROCK OUTCROP.
 FV1330'
 FV1330'TO REACH STATION FROM AVENAL GO E ON KING STREET, TURN RIGHT
 FV1330'AND GO S ON SEVENTH STREET 0.6 MILE TO JUNCTION WITH STATE
 FV1330'HIGHWAY 33.  TURN LEFT AND GO SE ON STATE HIGHWAY 33 FOR 4.9
 FV1330'MILES.  TURN RIGHT AND GO SW ON DIRT ROAD 0.4 MILE.  TAKE LEFT
 FV1330'FORK, PIPE LINE ROAD, SOUTHERLY, FOR 2.6 MILES TO AN IRON
 FV1330'PIPE ON E SIDE OF ROAD PROJECTING 2-1/2 FEET.  FROM THIS POINT
 FV1330'THERE IS A CHOICE OF TWO ROUTES.  WITH A LOW-GEARED TRUCK AND
 FV1330'CHAINS, CONTINUE STRAIGHT AHEAD ABOUT 1-1/2 MILES TO PASS
 FV1330'WHERE PIPE LINE LEADS OVER RIDGE AND A FENCE LINE CROSSES THE
 FV1330'ROAD.  PASS THROUGH GATE AND FOLLOW NW ALONG FENCE LINE ON
 FV1330'TOP OF RIDGE ABOUT 1 MILE TO TWO SMALL TREES AND STATION.  FROM
 FV1330'THE PIPE MENTIONED ABOVE, THE ALTERNATE ROUTE IS AS
 FV1330'FOLLOWS--TURN RIGHT (W) AND FOLLOW VERY DIM TRACK ROAD ALONG
 FV1330'RIGHT SIDE OF MAIN DRAW 0.2 MILE TO POINT WHERE ROADWAY
 FV1330'LEADS LEFT UP GRADE TO ROADBED ON HILLSIDE.  KEEP
 FV1330'STRAIGHT AHEAD FOLLOWING STOCK TRAIL NW 0.45 MILE TO SUMMIT
 FV1330'OF RIDGE.  CONTINUE DOWN GRADE ON TRAIL ABOUT 75 YARDS.
 FV1330'BEAR LEFT UP CREST OF RIDGE 0.15 MILE TO END OF TRUCK
 FV1330'TRAVEL, ON BENCH JUST BELOW SOME SCATTERED TREES ON HILLSIDE.
 FV1330'THEN PACK ABOUT 1/4 MILE W TO TOP OF RIDGE AND STATION.
 FV1330
 FV1330                          STATION RECOVERY (1981)
 FV1330
 FV1330'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (JCH)
 FV1330'USGS 1557 FT 1907 BM RECOVERED GOOD.
 FV1330'
 FV1330'LURE USGS NO 1 1942 RECOVERED GOOD.  (THIS IS A USC AND GS CAP).
 FV1330'
 FV1330'STATION RECOVERED BY HELICOPTER.  THIS STATION WAS POSISTIONED BY
 FV1330'AN INERTIAL SURVEY SYSTEM.  ADDITIONAL INFO MAY BE OBTAINED FROM OUR
 FV1330'ORGANIZATION ON THE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0292 ***********************************************************************
 DB0292  DESIGNATION -  156
 DB0292  PID         -  DB0292
 DB0292  STATE/COUNTY-  CA/IMPERIAL
 DB0292  USGS QUAD   -  ARAZ (1973)
 DB0292
 DB0292                         *CURRENT SURVEY CONTROL
 DB0292  ___________________________________________________________________
 DB0292* NAD 83(1986)-  32 45 10.     (N)    114 41 41.     (W)     SCALED    
 DB0292* NAVD 88     -        48.57   (+/-2cm)     159.4    (feet)  VERTCON   
 DB0292  ___________________________________________________________________
 DB0292  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DB0292  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0292
 DB0292.The horizontal coordinates were scaled from a topographic map and have
 DB0292.an estimated accuracy of +/- 6 seconds.
 DB0292
 DB0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0292.The vertical order pertains to the NGVD 29 superseded value.
 DB0292
 DB0292.The geoid height was determined by GEOID03.
 DB0292
 DB0292;                    North         East    Units  Estimated Accuracy
 DB0292;SPC CA 6     -   566,090.    2,145,750.      MT  (+/- 180 meters Scaled)
 DB0292
 DB0292                          SUPERSEDED SURVEY CONTROL
 DB0292
 DB0292  NGVD 29 (??/??/??)   47.926  (m)          157.24   (f) ADJUSTED    1 2
 DB0292
 DB0292.Superseded values are not recommended for survey control.
 DB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0292.See file dsdata.txt to determine how the superseded data were derived.
 DB0292
 DB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS159262(NAD 83)
 DB0292_MARKER: DD = SURVEY DISK
 DB0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0292_STAMPING: 156 SB
 DB0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0292
 DB0292  HISTORY     - Date     Condition        Report By
 DB0292  HISTORY     - UNK      MONUMENTED       USGS
 DB0292  HISTORY     - 1941     GOOD             NGS
 DB0292  HISTORY     - 1965     MARK NOT FOUND
 DB0292
 DB0292                          STATION DESCRIPTION
 DB0292
 DB0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DB0292'5.7 MI W FROM YUMA.
 DB0292'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT YUMA-- GO
 DB0292'5.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE
 DB0292'OF BENCH MARK.  BENCH MARK IS ACROSS THE TRACKS FROM MILE POLE
 DB0292'NO. 727, ABOUT 0.9 MILE EAST OF ARAZ JUNCTION.  IT IS 33.0 FEET
 DB0292'SOUTH OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACKS AND
 DB0292'3.0 FEET EAST OF A 4 X 4-INCH WOODEN MARKER POST.  A STD. U.S.G.S.
 DB0292'BRASS CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 DB0292'0.8 FOOT.
 DB0292
 DB0292                          STATION RECOVERY (1965)
 DB0292
 DB0292'RECOVERED 1965
 DB0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2641 ***********************************************************************
 FU2641  DESIGNATION -  156 A DWR
 FU2641  PID         -  FU2641
 FU2641  STATE/COUNTY-  CA/KERN
 FU2641  USGS QUAD   -  LOST HILLS (1973)
 FU2641
 FU2641                         *CURRENT SURVEY CONTROL
 FU2641  ___________________________________________________________________
 FU2641* NAD 83(1986)-  35 34 24.     (N)    119 40 44.     (W)     SCALED    
 FU2641* NAVD 88     -        94.82   (+/-2cm)     311.1    (feet)  VERTCON   
 FU2641  ___________________________________________________________________
 FU2641  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2641  VERT ORDER  -  THIRD (See Below)
 FU2641
 FU2641.The horizontal coordinates were scaled from a topographic map and have
 FU2641.an estimated accuracy of +/- 6 seconds.
 FU2641
 FU2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2641.The vertical order pertains to the NGVD 29 superseded value.
 FU2641
 FU2641.The geoid height was determined by GEOID03.
 FU2641
 FU2641;                    North         East    Units  Estimated Accuracy
 FU2641;SPC CA 5     -   731,270.    1,847,820.      MT  (+/- 180 meters Scaled)
 FU2641
 FU2641                          SUPERSEDED SURVEY CONTROL
 FU2641
 FU2641  NGVD 29 (??/??/??)   94.13   (m)          308.8    (f) RESET       3  
 FU2641
 FU2641.Superseded values are not recommended for survey control.
 FU2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2641.See file dsdata.txt to determine how the superseded data were derived.
 FU2641
 FU2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV572399(NAD 83)
 FU2641_MARKER: DD = SURVEY DISK
 FU2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2641_STAMPING: 156 A 1963
 FU2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2641+STABILITY: SURFACE MOTION
 FU2641
 FU2641  HISTORY     - Date     Condition        Report By
 FU2641  HISTORY     - 1963     MONUMENTED       CADWR
 FU2641  HISTORY     - 1964     GOOD             NGS
 FU2641  HISTORY     - 1966     GOOD             NGS
 FU2641
 FU2641                          STATION DESCRIPTION
 FU2641
 FU2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2641'6 MI SE FROM LOST HILLS.
 FU2641'4.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2641'STATE HIGHWAY 46 AT LOST HILLS, THENCE 0.9 MILE EAST ALONG A
 FU2641'GRAVEL ROAD, THENCE 1.1 MILES NORTH-NORTHWEST ALONG A DIM TRACK
 FU2641'ROAD, 172 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST
 FU2641'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 FU2641'CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU2641
 FU2641                          STATION RECOVERY (1966)
 FU2641
 FU2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1083 ***********************************************************************
 KS1083  DESIGNATION -  156 B
 KS1083  PID         -  KS1083
 KS1083  STATE/COUNTY-  CA/BUTTE
 KS1083  USGS QUAD   -  NORD (1969)
 KS1083
 KS1083                         *CURRENT SURVEY CONTROL
 KS1083  ___________________________________________________________________
 KS1083* NAD 83(1986)-  39 48 35.     (N)    121 58 39.     (W)     SCALED    
 KS1083* NAVD 88     -        48.585  (meters)     159.40   (feet)  ADJUSTED  
 KS1083  ___________________________________________________________________
 KS1083  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 KS1083  DYNAMIC HT  -          48.561 (meters)     159.32  (feet)  COMP
 KS1083  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 KS1083
 KS1083  VERT ORDER  -  FIRST     CLASS II
 KS1083
 KS1083.The horizontal coordinates were scaled from a topographic map and have
 KS1083.an estimated accuracy of +/- 6 seconds.
 KS1083
 KS1083.The orthometric height was determined by differential leveling
 KS1083.and adjusted in June 1991.
 KS1083
 KS1083.The geoid height was determined by GEOID03.
 KS1083
 KS1083.The dynamic height is computed by dividing the NAVD 88
 KS1083.geopotential number by the normal gravity value computed on the
 KS1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1083.degrees latitude (g = 980.6199 gals.).
 KS1083
 KS1083.The modeled gravity was interpolated from observed gravity values.
 KS1083
 KS1083;                    North         East    Units  Estimated Accuracy
 KS1083;SPC CA 2     -   737,900.    2,001,930.      MT  (+/- 180 meters Scaled)
 KS1083
 KS1083                          SUPERSEDED SURVEY CONTROL
 KS1083
 KS1083  NGVD 29 (??/??/??)   47.863  (m)          157.03   (f) ADJUSTED    1 2
 KS1083
 KS1083.Superseded values are not recommended for survey control.
 KS1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1083.See file dsdata.txt to determine how the superseded data were derived.
 KS1083
 KS1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK875071(NAD 83)
 KS1083_MARKER: P = PIPE CAP
 KS1083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS1083_STAMPING: 156 B 156.709 1902
 KS1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1083
 KS1083  HISTORY     - Date     Condition        Report By
 KS1083  HISTORY     - 1902     MONUMENTED       USGS
 KS1083  HISTORY     - 1948     GOOD             NGS
 KS1083  HISTORY     - 19880713 MARK NOT FOUND   NGS
 KS1083
 KS1083                          STATION DESCRIPTION
 KS1083
 KS1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS1083'9.4 MI SE FROM VINA.
 KS1083'9.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS1083'FROM THE STATION AT VINA, ABOUT 82 YARDS NORTH OF THE CROSSING
 KS1083'AT THE SIGN ANITA, 26 1/2 FEET NORTHWEST OF THE ELEVENTH POLE
 KS1083'SOUTH OF MILEPOST 194, 24.8 FEET NORTHEAST OF THE NORTHEAST
 KS1083'RAIL OF THE MAIN TRACK, 2.4 FEET SOUTHEAST OF A WITNESS POST,
 KS1083'ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED TO THE TOP OF A
 KS1083'3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 KS1083
 KS1083                          STATION RECOVERY (1988)
 KS1083
 KS1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1662 ***********************************************************************
 EW1662  DESIGNATION -  156.149 C OF LA
 EW1662  PID         -  EW1662
 EW1662  STATE/COUNTY-  CA/LOS ANGELES
 EW1662  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1662
 EW1662                         *CURRENT SURVEY CONTROL
 EW1662  ___________________________________________________________________
 EW1662* NAD 83(1986)-  34 04 25.     (N)    118 22 35.     (W)     SCALED    
 EW1662* NAVD 88     -        48.31   (+/-2cm)     158.5    (feet)  VERTCON   
 EW1662  ___________________________________________________________________
 EW1662  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1662  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1662
 EW1662.The horizontal coordinates were scaled from a topographic map and have
 EW1662.an estimated accuracy of +/- 6 seconds.
 EW1662
 EW1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1662.The vertical order pertains to the NGVD 29 superseded value.
 EW1662
 EW1662.The geoid height was determined by GEOID03.
 EW1662
 EW1662;                    North         East    Units  Estimated Accuracy
 EW1662;SPC CA 5     -   563,690.    1,965,260.      MT  (+/- 180 meters Scaled)
 EW1662
 EW1662                          SUPERSEDED SURVEY CONTROL
 EW1662
 EW1662  NGVD 29 (??/??/92)   47.54   (m)          156.0    (f) COMPUTED    1 2
 EW1662
 EW1662.Superseded values are not recommended for survey control.
 EW1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1662.See file dsdata.txt to determine how the superseded data were derived.
 EW1662
 EW1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT729711(NAD 83)
 EW1662_MARKER: S = SPIKE
 EW1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1662_SP_SET: CATCH BASIN
 EW1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1662
 EW1662  HISTORY     - Date     Condition        Report By
 EW1662  HISTORY     - UNK      MONUMENTED       CA1980
 EW1662  HISTORY     - 1945     GOOD             NGS
 EW1662
 EW1662                          STATION DESCRIPTION
 EW1662
 EW1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1662'AT LOS ANGELES.
 EW1662'AT LOS ANGELES AT THE INTERSECTION OF LA CIENGA BOULEVARD AND THIRD
 EW1662'STREET, AND IN THE WEST CURB OF LA CIENGA BOULEVARD, 25.8 FEET NORTH
 EW1662'OF THE NORTH CURBLINE OF WEST THIRD STREET.  MARK IS SET IN
 EW1662'SOUTH END OF CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1471 ***********************************************************************
 GU1471  DESIGNATION -  156.34 R USBR
 GU1471  PID         -  GU1471
 GU1471  STATE/COUNTY-  CA/FRESNO
 GU1471  USGS QUAD   -  HURON (1971)
 GU1471
 GU1471                         *CURRENT SURVEY CONTROL
 GU1471  ___________________________________________________________________
 GU1471* NAD 83(1986)-  36 12 42.     (N)    120 03 31.     (W)     SCALED    
 GU1471* NAVD 88     -        99.55   (+/-2cm)     326.6    (feet)  VERTCON   
 GU1471  ___________________________________________________________________
 GU1471  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 GU1471  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1471
 GU1471.The horizontal coordinates were scaled from a topographic map and have
 GU1471.an estimated accuracy of +/- 6 seconds.
 GU1471
 GU1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1471.The vertical order pertains to the NGVD 29 superseded value.
 GU1471
 GU1471.The geoid height was determined by GEOID03.
 GU1471
 GU1471;                    North         East    Units  Estimated Accuracy
 GU1471;SPC CA 4     -   597,990.    1,904,810.      MT  (+/- 180 meters Scaled)
 GU1471
 GU1471                          SUPERSEDED SURVEY CONTROL
 GU1471
 GU1471  NGVD 29 (??/??/92)   98.655  (m)          323.67   (f) ADJ UNCH    1 1
 GU1471
 GU1471.Superseded values are not recommended for survey control.
 GU1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1471.See file dsdata.txt to determine how the superseded data were derived.
 GU1471
 GU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF644114(NAD 83)
 GU1471_MARKER: DD = SURVEY DISK
 GU1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1471_SP_SET: GRATE DECK
 GU1471_STAMPING: 156.34 R
 GU1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1471
 GU1471  HISTORY     - Date     Condition        Report By
 GU1471  HISTORY     - UNK      MONUMENTED       BOR
 GU1471  HISTORY     - 1967     GOOD             NGS
 GU1471
 GU1471                          STATION DESCRIPTION
 GU1471
 GU1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1471'69.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1471'69.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1471'DOS AMIGOS PUMP PLANT, 5.5 FEET SOUTHWEST OF BENCH MARK X 1096,
 GU1471'IN THE TOP OF THE CENTER OF THE SOUTHWEST SIDE OF THE GRATE
 GU1471'DECK FOR A TURNOUT STRUCTURE, 18 FEET NORTHEAST OF THE CENTER LINE
 GU1471'OF THE SOUTHWEST LEVEE ROAD, 0.9 FOOT NORTHEAST OF THE NORTHEAST
 GU1471'FACE OF A CONCRETE RETAINING WALL SUPPORTING A GUARDRAIL, AND
 GU1471'ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0956 ***********************************************************************
 HS0956  DESIGNATION -  1564
 HS0956  PID         -  HS0956
 HS0956  STATE/COUNTY-  CA/TUOLUMNE
 HS0956  USGS QUAD   -  MOCCASIN (1987)
 HS0956
 HS0956                         *CURRENT SURVEY CONTROL
 HS0956  ___________________________________________________________________
 HS0956* NAD 83(1986)-  37 48 45.     (N)    120 17 28.     (W)     SCALED    
 HS0956* NAVD 88     -       478.24   (+/-2cm)    1569.0    (feet)  VERTCON   
 HS0956  ___________________________________________________________________
 HS0956  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 HS0956  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0956
 HS0956.The horizontal coordinates were scaled from a topographic map and have
 HS0956.an estimated accuracy of +/- 6 seconds.
 HS0956
 HS0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0956.The vertical order pertains to the NGVD 29 superseded value.
 HS0956
 HS0956.The geoid height was determined by GEOID03.
 HS0956
 HS0956;                    North         East    Units  Estimated Accuracy
 HS0956;SPC CA 3     -   645,680.    2,018,390.      MT  (+/- 180 meters Scaled)
 HS0956
 HS0956                          SUPERSEDED SURVEY CONTROL
 HS0956
 HS0956  NGVD 29 (??/??/92)  477.487  (m)         1566.56   (f) ADJ UNCH    1 2
 HS0956
 HS0956.Superseded values are not recommended for survey control.
 HS0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0956.See file dsdata.txt to determine how the superseded data were derived.
 HS0956
 HS0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG384884(NAD 83)
 HS0956_MARKER: DD = SURVEY DISK
 HS0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0956_SP_SET: ANCHOR BLOCK
 HS0956_STAMPING: 1564 332
 HS0956_MARK LOGO: CA3290
 HS0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0956
 HS0956  HISTORY     - Date     Condition        Report By
 HS0956  HISTORY     - UNK      MONUMENTED       CA3290
 HS0956  HISTORY     - 1956     GOOD             CGS
 HS0956
 HS0956                          STATION DESCRIPTION
 HS0956
 HS0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0956'0.4 MI NE FROM MOCCASIN.
 HS0956'0.46 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0956'FROM THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTH CORNER
 HS0956'OF THE NINTH CONCRETE ANCHOR BLOCK NORTHEAST OF THE POWERHOUSE,
 HS0956'AND ABOUT 6 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2716 ***********************************************************************
 DX2716  DESIGNATION -  1565
 DX2716  PID         -  DX2716
 DX2716  STATE/COUNTY-  CA/RIVERSIDE
 DX2716  USGS QUAD   -  SUNNYMEAD (1980)
 DX2716
 DX2716                         *CURRENT SURVEY CONTROL
 DX2716  ___________________________________________________________________
 DX2716* NAD 83(1986)-  33 55 03.     (N)    117 14 36.     (W)     SCALED    
 DX2716* NAVD 88     -       478.27   (+/-2cm)    1569.1    (feet)  VERTCON   
 DX2716  ___________________________________________________________________
 DX2716  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DX2716  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2716
 DX2716.The horizontal coordinates were scaled from a topographic map and have
 DX2716.an estimated accuracy of +/- 6 seconds.
 DX2716
 DX2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2716.The vertical order pertains to the NGVD 29 superseded value.
 DX2716
 DX2716.The geoid height was determined by GEOID03.
 DX2716
 DX2716;                    North         East    Units  Estimated Accuracy
 DX2716;SPC CA 6     -   694,620.    1,908,140.      MT  (+/- 180 meters Scaled)
 DX2716
 DX2716                          SUPERSEDED SURVEY CONTROL
 DX2716
 DX2716  NGVD 29 (??/??/??)  477.503  (m)         1566.61   (f) ADJUSTED    1 2
 DX2716
 DX2716.Superseded values are not recommended for survey control.
 DX2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2716.See file dsdata.txt to determine how the superseded data were derived.
 DX2716
 DX2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT775530(NAD 83)
 DX2716_MARKER: P = PIPE CAP
 DX2716_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2716_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2716_STAMPING: 1565 SEA
 DX2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2716
 DX2716  HISTORY     - Date     Condition        Report By
 DX2716  HISTORY     - UNK      MONUMENTED       USGS
 DX2716  HISTORY     - 1935     GOOD             NGS
 DX2716  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2716
 DX2716                          STATION DESCRIPTION
 DX2716
 DX2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX2716'5 MI W FROM MORENO.
 DX2716'5.0 MI. WEST ALONG U.S. HWY. NO. 60 FROM POST OFFICE ALONG THE
 DX2716'RIGHT OF WAY OF U.S. HIGHWAY NO. 60, 2.2 MILES EAST OF JUNCTION
 DX2716'OF U.S. HIGHWAY NO. 60 (ALESSANDRO BOULEVARD) AND CALIFORNIA
 DX2716'STATE ROUTE NO. 78, 66 FEET NORTHEAST OF INTERSECTION OF U.S.
 DX2716'HIGHWAY NO. 60 AND HEACOCK STREET, 60.5 FEET NORTH OF CENTER LINE
 DX2716'OF U.S. HIGHWAY NO. 60, 32 FEET EAST OF CENTER LINE OF HEACOCK
 DX2716'ST., 7 FEET SOUTHEAST OF ELECTRIC POWER LINE POLE.
 DX2716
 DX2716                          STATION RECOVERY (1958)
 DX2716
 DX2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0164 ***********************************************************************
 DX0164  DESIGNATION -  1565 BOLT
 DX0164  PID         -  DX0164
 DX0164  STATE/COUNTY-  CA/RIVERSIDE
 DX0164  USGS QUAD   -  SAN JACINTO (1979)
 DX0164
 DX0164                         *CURRENT SURVEY CONTROL
 DX0164  ___________________________________________________________________
 DX0164* NAD 83(1986)-  33 46 59.     (N)    116 57 30.     (W)     SCALED    
 DX0164* NAVD 88     -       477.82   (+/-2cm)    1567.6    (feet)  VERTCON   
 DX0164  ___________________________________________________________________
 DX0164  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DX0164  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0164
 DX0164.The horizontal coordinates were scaled from a topographic map and have
 DX0164.an estimated accuracy of +/- 6 seconds.
 DX0164
 DX0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0164.The vertical order pertains to the NGVD 29 superseded value.
 DX0164
 DX0164.The geoid height was determined by GEOID03.
 DX0164
 DX0164;                    North         East    Units  Estimated Accuracy
 DX0164;SPC CA 6     -   679,490.    1,934,400.      MT  (+/- 180 meters Scaled)
 DX0164
 DX0164                          SUPERSEDED SURVEY CONTROL
 DX0164
 DX0164  NGVD 29 (??/??/??)  477.048  (m)         1565.12   (f) ADJUSTED    1 2
 DX0164
 DX0164.Superseded values are not recommended for survey control.
 DX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0164.See file dsdata.txt to determine how the superseded data were derived.
 DX0164
 DX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT038381(NAD 83)
 DX0164_MARKER: B = BOLT
 DX0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0164_SP_SET: SIDEWALK
 DX0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0164
 DX0164  HISTORY     - Date     Condition        Report By
 DX0164  HISTORY     - UNK      MONUMENTED       RBNF
 DX0164  HISTORY     - 1959     GOOD             NGS
 DX0164
 DX0164                          STATION DESCRIPTION
 DX0164
 DX0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0164'AT SAN JACINTO.
 DX0164'AT SAN JACINTO, ON THE NORTH SIDE OF MAIN STREET, 45 FEET EAST
 DX0164'OF THE EAST CURB OF SAN JACINTO STREET AND 2 1/2 FEET NORTH
 DX0164'OF THE NORTH CURB OF MAIN STREET, SET IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2640 ***********************************************************************
 FU2640  DESIGNATION -  157 A DWR
 FU2640  PID         -  FU2640
 FU2640  STATE/COUNTY-  CA/KERN
 FU2640  USGS QUAD   -  LOST HILLS (1973)
 FU2640
 FU2640                         *CURRENT SURVEY CONTROL
 FU2640  ___________________________________________________________________
 FU2640* NAD 83(1986)-  35 33 29.     (N)    119 40 19.     (W)     SCALED    
 FU2640* NAVD 88     -        95.80   (+/-2cm)     314.3    (feet)  VERTCON   
 FU2640  ___________________________________________________________________
 FU2640  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2640  VERT ORDER  -  THIRD (See Below)
 FU2640
 FU2640.The horizontal coordinates were scaled from a topographic map and have
 FU2640.an estimated accuracy of +/- 6 seconds.
 FU2640
 FU2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2640.The vertical order pertains to the NGVD 29 superseded value.
 FU2640
 FU2640.The geoid height was determined by GEOID03.
 FU2640
 FU2640;                    North         East    Units  Estimated Accuracy
 FU2640;SPC CA 5     -   729,560.    1,848,420.      MT  (+/- 180 meters Scaled)
 FU2640
 FU2640                          SUPERSEDED SURVEY CONTROL
 FU2640
 FU2640  NGVD 29 (??/??/??)   95.12   (m)          312.1    (f) RESET       3  
 FU2640
 FU2640.Superseded values are not recommended for survey control.
 FU2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2640.See file dsdata.txt to determine how the superseded data were derived.
 FU2640
 FU2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV578382(NAD 83)
 FU2640_MARKER: DD = SURVEY DISK
 FU2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2640_STAMPING: 157 A 1963
 FU2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2640+STABILITY: SURFACE MOTION
 FU2640
 FU2640  HISTORY     - Date     Condition        Report By
 FU2640  HISTORY     - 1963     MONUMENTED       CADWR
 FU2640  HISTORY     - 1964     GOOD             NGS
 FU2640  HISTORY     - 1966     GOOD             NGS
 FU2640
 FU2640                          STATION DESCRIPTION
 FU2640
 FU2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2640'5 MI SE FROM LOST HILLS.
 FU2640'4.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2640'STATE HIGHWAY 46 AT LOST HILLS, THENCE 1.0 MILE EAST ALONG A GRAVEL
 FU2640'ROAD AND POWER LINE, 1.05 MILES NORTH-NORTHWEST ALONG A DIM DIRT
 FU2640'ROAD FROM BENCH MARK 158 A(DWR), 31 FEET NORTHEAST OF THE CENTER
 FU2640'LINE OF THE GRAVEL ROAD, 30 FEET SOUTH OF THE CENTER LINE OF A
 FU2640'TRACK ROAD EAST, 15 FEET WEST OF THE EXTENDED CENTER LINE OF A
 FU2640'DIM ROAD SOUTH, 101 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM
 FU2640'A POWER POLE, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU2640'ROADS AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 FU2640
 FU2640                          STATION RECOVERY (1966)
 FU2640
 FU2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4971 ***********************************************************************
 HS4971  DESIGNATION -  157 CADH
 HS4971  PID         -  HS4971
 HS4971  STATE/COUNTY-  CA/ALAMEDA
 HS4971  USGS QUAD   -  MILPITAS (1980)
 HS4971
 HS4971                         *CURRENT SURVEY CONTROL
 HS4971  ___________________________________________________________________
 HS4971* NAD 83(1992)-  37 29 33.20480(N)    121 56 54.11867(W)     ADJUSTED  
 HS4971* NAVD 88     -        11.1    (meters)      36.     (feet)  VERTCON   
 HS4971  ___________________________________________________________________
 HS4971  EPOCH DATE  -        1991.35
 HS4971  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 HS4971  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HS4971  HORZ ORDER  -  SECOND
 HS4971
 HS4971.The horizontal coordinates were established by classical geodetic methods
 HS4971.and adjusted by the National Geodetic Survey in March 1994.
 HS4971.The horizontal coordinates are valid at the epoch date displayed above.
 HS4971.The epoch date for horizontal control is a decimal equivalence
 HS4971.of Year/Month/Day.
 HS4971
 HS4971.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4971
 HS4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4971
 HS4971.The geoid height was determined by GEOID03.
 HS4971
 HS4971;                    North         East     Units Scale Factor Converg.
 HS4971;SPC CA 3     -   611,145.677 1,871,927.743   MT  0.99993930   -0 53 12.3
 HS4971;SPC CA 3     - 2,005,067.11  6,141,482.94   sFT  0.99993930   -0 53 12.3
 HS4971;UTM  10      - 4,150,034.899   592,964.573   MT  0.99970645   +0 38 24.5
 HS4971
 HS4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4971!SPC CA 3     -   1.00000334  x   0.99993930  =   0.99994264
 HS4971!UTM  10      -   1.00000334  x   0.99970645  =   0.99970979
 HS4971
 HS4971:                Primary Azimuth Mark                     Grid Az
 HS4971:SPC CA 3     -  FH 32                                    359 12 25.1
 HS4971:UTM  10      -  FH 32                                    357 40 48.3
 HS4971
 HS4971|---------------------------------------------------------------------|
 HS4971| PID    Reference Object                     Distance      Geod. Az  |
 HS4971|                                                           dddmmss.s |
 HS4971| HS4972 FH 32                               APPROX. 0.7 KM 3581912.8 |
 HS4971|---------------------------------------------------------------------|
 HS4971
 HS4971                          SUPERSEDED SURVEY CONTROL
 HS4971
 HS4971  NAD 83(1986)-  37 29 33.20309(N)    121 56 54.11162(W) AD(1984.00) 2
 HS4971  NAD 27      -  37 29 33.42808(N)    121 56 50.25363(W) AD(       ) 2
 HS4971  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG    3  
 HS4971
 HS4971.Superseded values are not recommended for survey control.
 HS4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4971.See file dsdata.txt to determine how the superseded data were derived.
 HS4971
 HS4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9296550035(NAD 83)
 HS4971_MARKER: DD = SURVEY DISK
 HS4971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HS4971+WITH SETTING: PAVEMENT
 HS4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS4971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS4971+STABILITY: SURFACE MOTION
 HS4971
 HS4971  HISTORY     - Date     Condition        Report By
 HS4971  HISTORY     - 1978     MONUMENTED       CA1364
 HS4971
 HS4971                          STATION DESCRIPTION
 HS4971
 HS4971'DESCRIBED BY CITY OF FREMONT CALIFORNIA 1978 (NLW)
 HS4971'THE STATION MARK IS LOCATED ON THE FREMONT BLVD.OVERCROSSING OVER
 HS4971'STATE ROUTE 17 CNIMITZ FWY) OPPOSITE THE GENERAL MOTORS ASSEMBLY PLANT
 HS4971'IN FREMONT ON BRIDGE NO. 33 - 237.
 HS4971'
 HS4971'THE STATION MARK DISK IS IN
 HS4971'THE SIDEWALK ON THE WESTERLY SIDE OF THE BRIDGE AND IS APPROXIMATELY
 HS4971'OVER THE CENTERLINE OF STATE ROUTE 17.  THE STATION MARK IS 18.5 FEET
 HS4971'WEST OF THE
 HS4971'CENTERLINE OF THE OVERCROSSING AND ABOUT 119.1 FEET SOUTH OF THE
 HS4971'NORTHWESTERLY END OF THE BRIDGE SIDEWALK.
 HS4971'
 HS4971'THE STATION MARK
 HS4971'IS A STANDARD CADH BRASS DISK STAMPED---157 1970---WITH A CENTERPUNCH
 HS4971'AND IS EPOXIED FLUSH IN THE CONCRETE SIDEWALK OF THE OVERCROSSING.
 HS4971'
 HS4971'NO REFERENCE MARKS WERE SET AS THIS DISK IS ANOTHER AGENCIES AND
 HS4971'THE STRUCTURE IS THE PROPERTY OF THE STATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0809 ***********************************************************************
 JS0809  DESIGNATION -  157 M USGS
 JS0809  PID         -  JS0809
 JS0809  STATE/COUNTY-  CA/EL DORADO
 JS0809  USGS QUAD   -  PILOT HILL (1978)
 JS0809
 JS0809                         *CURRENT SURVEY CONTROL
 JS0809  ___________________________________________________________________
 JS0809* NAD 83(1986)-  38 52 00.     (N)    121 01 09.     (W)     SCALED    
 JS0809* NAVD 88     -       449.23   (+/-2cm)    1473.8    (feet)  VERTCON   
 JS0809  ___________________________________________________________________
 JS0809  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 JS0809  VERT ORDER  -  THIRD (See Below)
 JS0809
 JS0809.The horizontal coordinates were scaled from a topographic map and have
 JS0809.an estimated accuracy of +/- 6 seconds.
 JS0809
 JS0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0809.The vertical order pertains to the NGVD 29 superseded value.
 JS0809
 JS0809.The geoid height was determined by GEOID03.
 JS0809
 JS0809;                    North         East    Units  Estimated Accuracy
 JS0809;SPC CA 2     -   633,670.    2,085,120.      MT  (+/- 180 meters Scaled)
 JS0809
 JS0809                          SUPERSEDED SURVEY CONTROL
 JS0809
 JS0809  NGVD 29 (??/??/??)  448.43   (m)         1471.2    (f) RESET       3  
 JS0809
 JS0809.Superseded values are not recommended for survey control.
 JS0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0809.See file dsdata.txt to determine how the superseded data were derived.
 JS0809
 JS0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ718038(NAD 83)
 JS0809_MARKER: DD = SURVEY DISK
 JS0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0809_STAMPING: 157 M 1933
 JS0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0809+STABILITY: SURFACE MOTION
 JS0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0809+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 JS0809
 JS0809  HISTORY     - Date     Condition        Report By
 JS0809  HISTORY     - 1933     MONUMENTED       USGS
 JS0809  HISTORY     - 1935     GOOD             NGS
 JS0809  HISTORY     - 20040323 GOOD             CADT
 JS0809
 JS0809                          STATION DESCRIPTION
 JS0809
 JS0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0809'1.6 MI SE FROM COOL.
 JS0809'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM COOL, EL DORADO
 JS0809'COUNTY, AT A ROAD JUNCTION, 18 FEET SOUTHEAST OF THE CENTERLINE
 JS0809'OF THE PRIVATE ROAD LEADING SOUTHWEST, 25 FEET SOUTHWEST OF THE
 JS0809'CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER.  A UNITED STATES
 JS0809'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 157 M 1933 AND SET IN
 JS0809'THE TOP OF A CONCRETE POST.
 JS0809
 JS0809                          STATION RECOVERY (2004)
 JS0809
 JS0809'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1363 ***********************************************************************
 EW1363  DESIGNATION -  157.000 C OF LA
 EW1363  PID         -  EW1363
 EW1363  STATE/COUNTY-  CA/LOS ANGELES
 EW1363  USGS QUAD   -  HOLLYWOOD (1994)
 EW1363
 EW1363                         *CURRENT SURVEY CONTROL
 EW1363  ___________________________________________________________________
 EW1363* NAD 83(1986)-  34 03 14.     (N)    118 20 36.     (W)     SCALED    
 EW1363* NAVD 88     -        48.57   (+/-2cm)     159.4    (feet)  VERTCON   
 EW1363  ___________________________________________________________________
 EW1363  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EW1363  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1363
 EW1363.The horizontal coordinates were scaled from a topographic map and have
 EW1363.an estimated accuracy of +/- 6 seconds.
 EW1363
 EW1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1363.The vertical order pertains to the NGVD 29 superseded value.
 EW1363
 EW1363.The geoid height was determined by GEOID03.
 EW1363
 EW1363;                    North         East    Units  Estimated Accuracy
 EW1363;SPC CA 5     -   561,500.    1,968,300.      MT  (+/- 180 meters Scaled)
 EW1363
 EW1363                          SUPERSEDED SURVEY CONTROL
 EW1363
 EW1363  NGVD 29 (??/??/92)   47.808  (m)          156.85   (f) ADJ UNCH    1 2
 EW1363
 EW1363.Superseded values are not recommended for survey control.
 EW1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1363.See file dsdata.txt to determine how the superseded data were derived.
 EW1363
 EW1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760689(NAD 83)
 EW1363_MARKER: S = SPIKE
 EW1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1363_SP_SET: CURB
 EW1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1363
 EW1363  HISTORY     - Date     Condition        Report By
 EW1363  HISTORY     - UNK      MONUMENTED       CA1980
 EW1363  HISTORY     - 1964     GOOD             NGS
 EW1363
 EW1363                          STATION DESCRIPTION
 EW1363
 EW1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1363'AT LOS ANGELES.
 EW1363'AT LOS ANGELES, AT THE INTERSECTION OF LA BREA AVENUE, EDGEWOOD
 EW1363'PLACE AND MANSFIELD AVENUE, IN THE TOP OF THE WEST CURB OF
 EW1363'MANSFIELD AVENUE, AT THE SOUTH END OF A CATCH BASIN, 63.2 FEET
 EW1363'EAST-NORTHEAST OF THE EAST-NORTHEAST CURB OF LA BREA AVENUE,
 EW1363'14.5 FEET NORTH OF THE EXTENDED CENTER OF THE PLACE CURB, 3.2
 EW1363'FEET EAST OF A POLE BEARING STREET SIGNS, AND ABOUT LEVEL WITH
 EW1363'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1362 ***********************************************************************
 EW1362  DESIGNATION -  157.000 C OF LA RESET 68
 EW1362  PID         -  EW1362
 EW1362  STATE/COUNTY-  CA/LOS ANGELES
 EW1362  USGS QUAD   -  HOLLYWOOD (1994)
 EW1362
 EW1362                         *CURRENT SURVEY CONTROL
 EW1362  ___________________________________________________________________
 EW1362* NAD 83(1986)-  34 03 14.     (N)    118 20 36.     (W)     SCALED    
 EW1362* NAVD 88     -        50.75   (+/-2cm)     166.5    (feet)  VERTCON   
 EW1362  ___________________________________________________________________
 EW1362  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EW1362  VERT ORDER  -  THIRD (See Below)
 EW1362
 EW1362.The horizontal coordinates were scaled from a topographic map and have
 EW1362.an estimated accuracy of +/- 6 seconds.
 EW1362
 EW1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1362.The vertical order pertains to the NGVD 29 superseded value.
 EW1362
 EW1362.The geoid height was determined by GEOID03.
 EW1362
 EW1362;                    North         East    Units  Estimated Accuracy
 EW1362;SPC CA 5     -   561,500.    1,968,300.      MT  (+/- 180 meters Scaled)
 EW1362
 EW1362                          SUPERSEDED SURVEY CONTROL
 EW1362
 EW1362  NGVD 29 (08/19/04)   49.99   (m)          164.0    (f) RESET       3  
 EW1362
 EW1362.Superseded values are not recommended for survey control.
 EW1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1362.See file dsdata.txt to determine how the superseded data were derived.
 EW1362
 EW1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760689(NAD 83)
 EW1362_MARKER: DB = BENCH MARK DISK
 EW1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1362_SP_SET: CURB
 EW1362_STAMPING: 157.000 CLA RESET 1968
 EW1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1362
 EW1362  HISTORY     - Date     Condition        Report By
 EW1362  HISTORY     - 1968     MONUMENTED       CGS
 EW1362
 EW1362                          STATION DESCRIPTION
 EW1362
 EW1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EW1362'AT LOS ANGELES.
 EW1362'AT LOS ANGELES, ABOUT 300 FEET EAST OF THE INTERSECTION OF
 EW1362'LA BREA AVENUE, EDGEWOOD PLACE AND MANSFIELD AVENUE, ABOUT 150
 EW1362'FEET WEST OF THE INTERSECTION OF CITRUS AVENUE AND EDGEWOOD
 EW1362'PLACE, 20 FEET NORTH OF THE CENTERLINE OF EDGEWOOD PLACE, 1
 EW1362'FOOT WEST OF THE WEST EDGE OF A DRIVEWAY, SET IN THE NORTH CURB
 EW1362'IN FRONT OF APARTMENT HOUSE AT 5123 AND 5121 EDGEWOOD PLACE
 EW1362'AND PROJECTS 6 INCHES ABOVE THE STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4203 ***********************************************************************
 GU4203  DESIGNATION -  157.24=118
 GU4203  PID         -  GU4203
 GU4203  STATE/COUNTY-  CA/SANTA CRUZ
 GU4203  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4203
 GU4203                         *CURRENT SURVEY CONTROL
 GU4203  ___________________________________________________________________
 GU4203* NAD 83(1986)-  36 57 23.     (N)    121 43 39.     (W)     SCALED    
 GU4203* NAVD 88     -        48.769  (meters)     160.00   (feet)  ADJUSTED  
 GU4203  ___________________________________________________________________
 GU4203  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 GU4203  DYNAMIC HT  -          48.731 (meters)     159.88  (feet)  COMP
 GU4203  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 GU4203
 GU4203  VERT ORDER  -  FIRST     CLASS II
 GU4203
 GU4203.The horizontal coordinates were scaled from a topographic map and have
 GU4203.an estimated accuracy of +/- 6 seconds.
 GU4203
 GU4203.The orthometric height was determined by differential leveling
 GU4203.and adjusted in February 1993.
 GU4203
 GU4203.The geoid height was determined by GEOID03.
 GU4203
 GU4203.The dynamic height is computed by dividing the NAVD 88
 GU4203.geopotential number by the normal gravity value computed on the
 GU4203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4203.degrees latitude (g = 980.6199 gals.).
 GU4203
 GU4203.The modeled gravity was interpolated from observed gravity values.
 GU4203
 GU4203;                    North         East    Units  Estimated Accuracy
 GU4203;SPC CA 3     -   551,370.    1,890,680.      MT  (+/- 180 meters Scaled)
 GU4203
 GU4203                          SUPERSEDED SURVEY CONTROL
 GU4203
 GU4203  NGVD 29 (10/21/93)   47.935  (m)          157.27   (f) ADJUSTED    1 2
 GU4203
 GU4203.Superseded values are not recommended for survey control.
 GU4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4203.See file dsdata.txt to determine how the superseded data were derived.
 GU4203
 GU4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF132907(NAD 83)
 GU4203_MARKER: DD = SURVEY DISK
 GU4203_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU4203_SP_SET: CONCRETE FOOTING
 GU4203_STAMPING: H.P.4 157.24
 GU4203_MARK LOGO: CA-087
 GU4203_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4203+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4203
 GU4203  HISTORY     - Date     Condition        Report By
 GU4203  HISTORY     - UNK      MONUMENTED       CA-087
 GU4203  HISTORY     - 19900417 GOOD             NGS
 GU4203
 GU4203                          STATION DESCRIPTION
 GU4203
 GU4203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4203'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4203'WITH MAIN STREET IN WATSONVILLE, AT THE JUNCTION OF CASSERLY ROAD, A
 GU4203'2-INCH DISK IN TOP OF AND 0.15 M (0.49 FT) WEST OF THE EAST EDGE OF A
 GU4203'CONRETE FOOTING FOR A SECURITY LIGHT, 11.9 M (39.0 FT) WEST OF THE
 GU4203'CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF
 GU4203'THE ROAD, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1406 ***********************************************************************
 KT1406  DESIGNATION -  157.51 CAHD
 KT1406  PID         -  KT1406
 KT1406  STATE/COUNTY-  CA/MENDOCINO
 KT1406  USGS QUAD   -  COMPTCHE (1991)
 KT1406
 KT1406                         *CURRENT SURVEY CONTROL
 KT1406  ___________________________________________________________________
 KT1406* NAD 83(1986)-  39 20 59.     (N)    123 33 42.     (W)     SCALED    
 KT1406* NAVD 88     -       101.81   (+/-2cm)     334.0    (feet)  VERTCON   
 KT1406  ___________________________________________________________________
 KT1406  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 KT1406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT1406
 KT1406.The horizontal coordinates were scaled from a topographic map and have
 KT1406.an estimated accuracy of +/- 6 seconds.
 KT1406
 KT1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1406.The vertical order pertains to the NGVD 29 superseded value.
 KT1406
 KT1406.The geoid height was determined by GEOID03.
 KT1406
 KT1406;                    North         East    Units  Estimated Accuracy
 KT1406;SPC CA 2     -   687,990.    1,865,400.      MT  (+/- 180 meters Scaled)
 KT1406
 KT1406                          SUPERSEDED SURVEY CONTROL
 KT1406
 KT1406  NGVD 29 (??/??/92)  100.905  (m)          331.05   (f) ADJ UNCH    2 0
 KT1406
 KT1406.Superseded values are not recommended for survey control.
 KT1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1406.See file dsdata.txt to determine how the superseded data were derived.
 KT1406
 KT1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ516557(NAD 83)
 KT1406_MARKER: N = NAIL
 KT1406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1406_SP_SET: TREE
 KT1406_STAMPING: BM NO 3 157.51
 KT1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1406
 KT1406  HISTORY     - Date     Condition        Report By
 KT1406  HISTORY     - UNK      MONUMENTED       CADH
 KT1406  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT1406  HISTORY     - 1965     MARK NOT FOUND   NGS
 KT1406
 KT1406                          STATION DESCRIPTION
 KT1406
 KT1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT1406'17 MI SW FROM WILLITS.
 KT1406'ABOUT 17 MILES SOUTHWEST ALONG THE FORT BRAGG ROAD (STATE
 KT1406'HIGHWAY 20) FROM WILLITS, MENDOCINO COUNTY, 44 FEET WEST OF
 KT1406'THE SOUTHWEST CORNER OF AN 18-FOOT WOODEN CULVERT, 22 FEET WEST
 KT1406'OF A 15-FOOT TWIN REDWOOD TREE, 14 FEET SOUTH OF THE CENTERLINE
 KT1406'OF THE ROAD, AND AT THE BASE OF A 2-FOOT REDWOOD STUMP MARKED
 KT1406'BM NO 3 157.51.  AN IRON NAIL.  NOTE-- THIS BENCH MARK WAS
 KT1406'SEARCHED FOR BUT NOT RECOVERED IN MAY 1942.  IT WAS ORIGINALLY
 KT1406'DESCRIBED AS BEING 18.6 MILES SOUTHWEST ALONG THE CASPER
 KT1406'ROAD FROM WILLITS.
 KT1406
 KT1406                          STATION RECOVERY (1965)
 KT1406
 KT1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KT1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2211 ***********************************************************************
 HS2211  DESIGNATION -  158
 HS2211  PID         -  HS2211
 HS2211  STATE/COUNTY-  CA/STANISLAUS
 HS2211  USGS QUAD   -  CERES (1987)
 HS2211
 HS2211                         *CURRENT SURVEY CONTROL
 HS2211  ___________________________________________________________________
 HS2211* NAD 83(1986)-  37 30 00.     (N)    120 55 18.     (W)     SCALED    
 HS2211* NAVD 88     -        26.01   (+/-2cm)      85.3    (feet)  VERTCON   
 HS2211  ___________________________________________________________________
 HS2211  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HS2211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2211
 HS2211.The horizontal coordinates were scaled from a topographic map and have
 HS2211.an estimated accuracy of +/- 6 seconds.
 HS2211
 HS2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2211.The vertical order pertains to the NGVD 29 superseded value.
 HS2211
 HS2211.The geoid height was determined by GEOID03.
 HS2211
 HS2211;                    North         East    Units  Estimated Accuracy
 HS2211;SPC CA 3     -   611,070.    1,962,720.      MT  (+/- 180 meters Scaled)
 HS2211
 HS2211                          SUPERSEDED SURVEY CONTROL
 HS2211
 HS2211  NGVD 29 (??/??/92)   25.310  (m)           83.04   (f) ADJ UNCH    2 0
 HS2211
 HS2211.Superseded values are not recommended for survey control.
 HS2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2211.See file dsdata.txt to determine how the superseded data were derived.
 HS2211
 HS2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG837523(NAD 83)
 HS2211_MARKER: DD = SURVEY DISK
 HS2211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2211_SP_SET: WEIR CHAMBER WALL
 HS2211_STAMPING: 158 TID 83.29
 HS2211_MARK LOGO: TID   
 HS2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2211
 HS2211  HISTORY     - Date     Condition        Report By
 HS2211  HISTORY     - UNK      MONUMENTED       TID
 HS2211  HISTORY     - 1958     GOOD             NGS
 HS2211  HISTORY     - 1988     GOOD             NGS
 HS2211
 HS2211                          STATION DESCRIPTION
 HS2211
 HS2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2211'5 MI NW FROM TURLOCK.
 HS2211'ABOUT 1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 HS2211'RAILROAD FROM THE STATION AT TURLOCK, THENCE 3.25 MILES WEST
 HS2211'ALONG FULKERETH ROAD, THENCE 0.5 MILE SOUTH ALONG FAITH HOME
 HS2211'ROAD, AT AN ANGLE IN THE TOP OF THE SOUTH CONCRETE WALL OF THE
 HS2211'WEIR CHAMBER OF A CONTROL STRUCTURE IN A CANAL, 51 FEET WEST
 HS2211'OF THE CENTER LINE OF FAITH HOME ROAD, AT THE SOUTH END OF THE
 HS2211'WEIR, ABOUT LEVEL WITH THE ROAD.
 HS2211
 HS2211                          STATION RECOVERY (1988)
 HS2211
 HS2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2211'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2639 ***********************************************************************
 FU2639  DESIGNATION -  158 A DWR
 FU2639  PID         -  FU2639
 FU2639  STATE/COUNTY-  CA/KERN
 FU2639  USGS QUAD   -  LOST HILLS (1973)
 FU2639
 FU2639                         *CURRENT SURVEY CONTROL
 FU2639  ___________________________________________________________________
 FU2639* NAD 83(1986)-  35 32 38.     (N)    119 39 50.     (W)     SCALED    
 FU2639* NAVD 88     -        95.46   (+/-2cm)     313.2    (feet)  VERTCON   
 FU2639  ___________________________________________________________________
 FU2639  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2639  VERT ORDER  -  THIRD (See Below)
 FU2639
 FU2639.The horizontal coordinates were scaled from a topographic map and have
 FU2639.an estimated accuracy of +/- 6 seconds.
 FU2639
 FU2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2639.The vertical order pertains to the NGVD 29 superseded value.
 FU2639
 FU2639.The geoid height was determined by GEOID03.
 FU2639
 FU2639;                    North         East    Units  Estimated Accuracy
 FU2639;SPC CA 5     -   727,980.    1,849,120.      MT  (+/- 180 meters Scaled)
 FU2639
 FU2639                          SUPERSEDED SURVEY CONTROL
 FU2639
 FU2639  NGVD 29 (??/??/??)   94.78   (m)          311.0    (f) RESET       3  
 FU2639
 FU2639.Superseded values are not recommended for survey control.
 FU2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2639.See file dsdata.txt to determine how the superseded data were derived.
 FU2639
 FU2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV585366(NAD 83)
 FU2639_MARKER: DD = SURVEY DISK
 FU2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2639_STAMPING: 158 A 1963
 FU2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2639+STABILITY: SURFACE MOTION
 FU2639
 FU2639  HISTORY     - Date     Condition        Report By
 FU2639  HISTORY     - 1963     MONUMENTED       CADWR
 FU2639  HISTORY     - 1964     GOOD             NGS
 FU2639  HISTORY     - 1966     GOOD             NGS
 FU2639
 FU2639                          STATION DESCRIPTION
 FU2639
 FU2639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2639'6.3 MI SE FROM LOST HILLS.
 FU2639'5.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2639'STATE HIGHWAY 46 AT LOST HILLS, THENCE 1.3 MILES EAST ALONG A
 FU2639'TRACK ROAD, 0.6 MILE NORTH-NORTHWEST ALONG A DIM TRACK ROAD FROM
 FU2639'BENCH MARK T 981, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FU2639'7 FEET WEST OF THE CENTER LINE OF A TRACK ROAD SOUTH, 1.9 FEET
 FU2639'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 FU2639'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 FU2639
 FU2639                          STATION RECOVERY (1966)
 FU2639
 FU2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0402 ***********************************************************************
 DY0402  DESIGNATION -  158 C OF LB
 DY0402  PID         -  DY0402
 DY0402  STATE/COUNTY-  CA/LOS ANGELES
 DY0402  USGS QUAD   -  LONG BEACH (1981)
 DY0402
 DY0402                         *CURRENT SURVEY CONTROL
 DY0402  ___________________________________________________________________
 DY0402* NAD 83(1986)-  33 46 03.     (N)    118 11 57.     (W)     SCALED    
 DY0402* NAVD 88     -         6.95   (+/-2cm)      22.8    (feet)  VERTCON   
 DY0402  ___________________________________________________________________
 DY0402  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY0402  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0402
 DY0402.The horizontal coordinates were scaled from a topographic map and have
 DY0402.an estimated accuracy of +/- 6 seconds.
 DY0402
 DY0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0402.The vertical order pertains to the NGVD 29 superseded value.
 DY0402
 DY0402.The geoid height was determined by GEOID03.
 DY0402
 DY0402;                    North         East    Units  Estimated Accuracy
 DY0402;SPC CA 5     -   529,690.    1,981,550.      MT  (+/- 180 meters Scaled)
 DY0402
 DY0402                          SUPERSEDED SURVEY CONTROL
 DY0402
 DY0402  NGVD 29 (??/??/92)    6.128  (m)           20.10   (f) ADJ UNCH    1 2
 DY0402
 DY0402.Superseded values are not recommended for survey control.
 DY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0402.See file dsdata.txt to determine how the superseded data were derived.
 DY0402
 DY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT889370(NAD 83)
 DY0402_MARKER: DD = SURVEY DISK
 DY0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0402_STAMPING: LBBM NO 158
 DY0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0402+STABILITY: SURFACE MOTION
 DY0402
 DY0402  HISTORY     - Date     Condition        Report By
 DY0402  HISTORY     - UNK      MONUMENTED       CA1970
 DY0402  HISTORY     - 1954     GOOD             NGS
 DY0402  HISTORY     - 1965     GOOD             NGS
 DY0402  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 DY0402  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0402
 DY0402                          STATION DESCRIPTION
 DY0402
 DY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0402'AT LONG BEACH.
 DY0402'AT LONG BEACH, 0.7 MILE WEST ALONG OCEAN BOULEVARD FROM THE
 DY0402'JUNCTION OF AMERICAN AVENUE, AT THE INTERSECTION OF DAISY
 DY0402'AVENUE, IN THE CONCRETE DRIVE TO A LOCKER CLUB (NOW UNDER
 DY0402'CONSTRUCTION, WAS A FORMER SERVICE STATION LOT), 20.4 FEET WEST
 DY0402'OF THE WEST CURB OF THE AVENUE, 7.2 FEET NORTH OF THE NORTH
 DY0402'CURB OF THE BOULEVARD, 1.5 FEET WEST OF THE EAST EDGE OF THE
 DY0402'DRIVE, 0.6 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DY0402'POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A
 DY0402'CAST-IRON COVER MARKED LBBM.
 DY0402
 DY0402                          STATION RECOVERY (1965)
 DY0402
 DY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0402'RECOVERED IN GOOD CONDITION.
 DY0402
 DY0402                          STATION RECOVERY (2006)
 DY0402
 DY0402'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DY0402'MARK LOCATION DESCRIPTION IS NOW NEAR THE ENTRANCE TO THE WORLD TRADE
 DY0402'CENTER.
 DY0402
 DY0402                          STATION RECOVERY (2007)
 DY0402
 DY0402'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0402'NONE OF THE LANDMARKS IN THE TO REACH INFORMATION EXIST AS THIS AREA
 DY0402'WAS CHANGED CONSIDERABLY DURING THE CONSTRUCTION OF THE WORLD TRADE
 DY0402'CENTER.  A DILIGENT SEARCH OF THE AREA REVEALED NO SIGN OF THE MARK.
 DY0402'IF THE MARK STILL EXISTS, IT WOULD NOW BE BURIED UNDER A NEW SIDEWALK
 DY0402'AND WOULD BE OF NO USE.  THIS MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3264 ***********************************************************************
 AA3264  DESIGNATION -  158 G 33
 AA3264  PID         -  AA3264
 AA3264  STATE/COUNTY-  CA/LOS ANGELES
 AA3264  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3264
 AA3264                         *CURRENT SURVEY CONTROL
 AA3264  ___________________________________________________________________
 AA3264* NAD 83(1986)-  34 07 22.     (N)    118 28 47.     (W)     SCALED    
 AA3264* NAVD 88     -       334.120  (meters)    1096.19   (feet)  ADJUSTED  
 AA3264  ___________________________________________________________________
 AA3264  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AA3264  DYNAMIC HT  -         333.761 (meters)    1095.01  (feet)  COMP
 AA3264  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 AA3264
 AA3264  VERT ORDER  -  FIRST     CLASS II
 AA3264
 AA3264.The horizontal coordinates were scaled from a topographic map and have
 AA3264.an estimated accuracy of +/- 6 seconds.
 AA3264
 AA3264.The orthometric height was determined by differential leveling
 AA3264.and adjusted in June 1995.
 AA3264
 AA3264.The geoid height was determined by GEOID03.
 AA3264
 AA3264.The dynamic height is computed by dividing the NAVD 88
 AA3264.geopotential number by the normal gravity value computed on the
 AA3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3264.degrees latitude (g = 980.6199 gals.).
 AA3264
 AA3264.The modeled gravity was interpolated from observed gravity values.
 AA3264
 AA3264;                    North         East    Units  Estimated Accuracy
 AA3264;SPC CA 5     -   569,190.    1,955,750.      MT  (+/- 180 meters Scaled)
 AA3264
 AA3264                          SUPERSEDED SURVEY CONTROL
 AA3264
 AA3264.No superseded survey control is available for this station.
 AA3264
 AA3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT635767(NAD 83)
 AA3264_MARKER: DD = SURVEY DISK
 AA3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3264_STAMPING: LA 158 LA G 33
 AA3264_MARK LOGO: CADT  
 AA3264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3264+STABILITY: SURFACE MOTION
 AA3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3264+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AA3264
 AA3264  HISTORY     - Date     Condition        Report By
 AA3264  HISTORY     - UNK      MONUMENTED       CADT
 AA3264  HISTORY     - 19940829 GOOD             NGS
 AA3264  HISTORY     - 19960105 GOOD             MWDSC
 AA3264
 AA3264                          STATION DESCRIPTION
 AA3264
 AA3264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3264'12.0 KM (7.45 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3264'INTERSTATE HIGHWAY 10 IN SANTA MONICA, 26.8 M (87.9 FT) WEST OF THE
 AA3264'CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 21.5 M (70.5 FT) SOUTH
 AA3264'OF THE CENTERLINE OF SKIRBALL CENTER DRIVE, 4.7 M (15.4 FT) EAST OF
 AA3264'THE CENTERLINE OF THE SOUTHBOUND FREEWAY ON-RAMP, 1.8 M (5.9 FT) WEST
 AA3264'OF A WITNESS POST, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE RAMP, AND THE
 AA3264'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AA3264
 AA3264                          STATION RECOVERY (1996)
 AA3264
 AA3264'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AA3264'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4034 01 052.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1337 ***********************************************************************
 EW1337  DESIGNATION -  158 LAWD
 EW1337  PID         -  EW1337
 EW1337  STATE/COUNTY-  CA/LOS ANGELES
 EW1337  USGS QUAD   -  HOLLYWOOD (1994)
 EW1337
 EW1337                         *CURRENT SURVEY CONTROL
 EW1337  ___________________________________________________________________
 EW1337* NAD 83(1986)-  34 00 25.     (N)    118 21 43.     (W)     SCALED    
 EW1337* NAVD 88     -       147.53   (+/-2cm)     484.0    (feet)  VERTCON   
 EW1337  ___________________________________________________________________
 EW1337  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EW1337  VERT ORDER  -  THIRD (See Below)
 EW1337
 EW1337.The horizontal coordinates were scaled from a topographic map and have
 EW1337.an estimated accuracy of +/- 6 seconds.
 EW1337
 EW1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1337.The vertical order pertains to the NGVD 29 superseded value.
 EW1337
 EW1337.The geoid height was determined by GEOID03.
 EW1337
 EW1337;                    North         East    Units  Estimated Accuracy
 EW1337;SPC CA 5     -   556,290.    1,966,560.      MT  (+/- 180 meters Scaled)
 EW1337
 EW1337                          SUPERSEDED SURVEY CONTROL
 EW1337
 EW1337  NGVD 29 (??/??/??)  146.76   (m)          481.5    (f) RESET       3  
 EW1337
 EW1337.Superseded values are not recommended for survey control.
 EW1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1337.See file dsdata.txt to determine how the superseded data were derived.
 EW1337
 EW1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT742637(NAD 83)
 EW1337_MARKER: DD = SURVEY DISK
 EW1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1337_STAMPING: NORTH WALL PROD LAWD
 EW1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1337+STABILITY: SURFACE MOTION
 EW1337
 EW1337  HISTORY     - Date     Condition        Report By
 EW1337  HISTORY     - UNK      MONUMENTED       CA1980
 EW1337  HISTORY     - 1964     GOOD             NGS
 EW1337
 EW1337                          STATION DESCRIPTION
 EW1337
 EW1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1337'AT LOS ANGELES.
 EW1337'AT LOS ANGELES, AT BALDWIN HILLS, ALONG THE NORTHEAST LEVEE
 EW1337'ROAD OF THE BALDWIN HILLS RESERVOIR, 45 FEET NORTHWEST OF THE
 EW1337'CENTER OF THE JUNCTION OF PADILLA PLACE, 16 FEET NORTHEAST
 EW1337'OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTHWEST OF A 2-INCH
 EW1337'IRON PIPE MARKED PBM 158, ABOUT LEVEL WITH THE ROAD, AND SET IN
 EW1337'THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4229 ***********************************************************************
 GU4229  DESIGNATION -  158.34=96
 GU4229  PID         -  GU4229
 GU4229  STATE/COUNTY-  CA/SANTA CRUZ
 GU4229  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4229
 GU4229                         *CURRENT SURVEY CONTROL
 GU4229  ___________________________________________________________________
 GU4229* NAD 83(1986)-  36 56 22.     (N)    121 47 21.     (W)     SCALED    
 GU4229* NAVD 88     -        49.152  (meters)     161.26   (feet)  ADJUSTED  
 GU4229  ___________________________________________________________________
 GU4229  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GU4229  DYNAMIC HT  -          49.115 (meters)     161.14  (feet)  COMP
 GU4229  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 GU4229
 GU4229  VERT ORDER  -  FIRST     CLASS II
 GU4229
 GU4229.The horizontal coordinates were scaled from a topographic map and have
 GU4229.an estimated accuracy of +/- 6 seconds.
 GU4229
 GU4229.The orthometric height was determined by differential leveling
 GU4229.and adjusted in February 1993.
 GU4229
 GU4229.The geoid height was determined by GEOID03.
 GU4229
 GU4229.The dynamic height is computed by dividing the NAVD 88
 GU4229.geopotential number by the normal gravity value computed on the
 GU4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4229.degrees latitude (g = 980.6199 gals.).
 GU4229
 GU4229.The modeled gravity was interpolated from observed gravity values.
 GU4229
 GU4229;                    North         East    Units  Estimated Accuracy
 GU4229;SPC CA 3     -   549,560.    1,885,160.      MT  (+/- 180 meters Scaled)
 GU4229
 GU4229                          SUPERSEDED SURVEY CONTROL
 GU4229
 GU4229  NGVD 29 (10/21/93)   48.321  (m)          158.53   (f) ADJUSTED    1 2
 GU4229
 GU4229.Superseded values are not recommended for survey control.
 GU4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4229.See file dsdata.txt to determine how the superseded data were derived.
 GU4229
 GU4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF078888(NAD 83)
 GU4229_MARKER: DD = SURVEY DISK
 GU4229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4229_SP_SET: CONCRETE POST
 GU4229_STAMPING: B.V.1 158.34
 GU4229_MARK LOGO: CA-087
 GU4229_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4229+STABILITY: SURFACE MOTION
 GU4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4229+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4229
 GU4229  HISTORY     - Date     Condition        Report By
 GU4229  HISTORY     - UNK      MONUMENTED       CA-087
 GU4229  HISTORY     - 19900417 GOOD             NGS
 GU4229
 GU4229                          STATION DESCRIPTION
 GU4229
 GU4229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4229'IN FREEDOM AT THE INTERSECTION OF BUENA VISTA DRIVE AND SOUTH DRIVE,
 GU4229'60.0 M (196.8 FT) EAST OF THE EXTENDED CENTER OF SOUTH DRIVE, 11.3 M
 GU4229'(37.1 FT) SOUTH OF THE CENTERLINE OF BUENA VISTA DRIVE, 9.7 M
 GU4229'(31.8 FT) WEST OF THE CENTER OF A GATE, 2.0 M (6.6 FT) EAST OF A FIRE
 GU4229'HYDRANT, AND LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1464 ***********************************************************************
 GU1464  DESIGNATION -  158.36 R
 GU1464  PID         -  GU1464
 GU1464  STATE/COUNTY-  CA/FRESNO
 GU1464  USGS QUAD   -  HURON (1971)
 GU1464
 GU1464                         *CURRENT SURVEY CONTROL
 GU1464  ___________________________________________________________________
 GU1464* NAD 83(1986)-  36 10 58.     (N)    120 02 58.     (W)     SCALED    
 GU1464* NAVD 88     -       101.13   (+/-2cm)     331.8    (feet)  VERTCON   
 GU1464  ___________________________________________________________________
 GU1464  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GU1464  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1464
 GU1464.The horizontal coordinates were scaled from a topographic map and have
 GU1464.an estimated accuracy of +/- 6 seconds.
 GU1464
 GU1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1464.The vertical order pertains to the NGVD 29 superseded value.
 GU1464
 GU1464.The geoid height was determined by GEOID03.
 GU1464
 GU1464;                    North         East    Units  Estimated Accuracy
 GU1464;SPC CA 4     -   594,770.    1,905,600.      MT  (+/- 180 meters Scaled)
 GU1464
 GU1464                          SUPERSEDED SURVEY CONTROL
 GU1464
 GU1464  NGVD 29 (??/??/92)  100.257  (m)          328.93   (f) ADJ UNCH    1 1
 GU1464
 GU1464.Superseded values are not recommended for survey control.
 GU1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1464.See file dsdata.txt to determine how the superseded data were derived.
 GU1464
 GU1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF653082(NAD 83)
 GU1464_MARKER: DD = SURVEY DISK
 GU1464_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1464+WITH SETTING: PAVEMENT
 GU1464_SP_SET: DECK
 GU1464_STAMPING: 158.36 R
 GU1464_MARK LOGO: BOR   
 GU1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1464+STABILITY: SURFACE MOTION
 GU1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1464+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1464
 GU1464  HISTORY     - Date     Condition        Report By
 GU1464  HISTORY     - UNK      MONUMENTED       BOR
 GU1464  HISTORY     - 1967     GOOD             NGS
 GU1464  HISTORY     - 1971     GOOD             NGS
 GU1464  HISTORY     - 19890117 GOOD             NGS
 GU1464
 GU1464                          STATION DESCRIPTION
 GU1464
 GU1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1464'71.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1464'71.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM
 GU1464'THE DOS AMIGOS PUMP PLANT, 0.1 MILE NORTH OF GALE AVENUE BRIDGE
 GU1464'AND BENCH MARK 158.45 R (USBR), AT THE NORTH ONE OF FOUR GRATED
 GU1464'DRAIN INLET STRUCTURES, IN THE TOP OF THE NORTHWEST CORNER
 GU1464'OF THE GRATE DECK, 45 FEET WEST OF THE CENTER LINE OF THE WEST
 GU1464'LEVEE ROAD, 1.1 FEET EAST OF THE NORTH END OF A GUARDRAIL,
 GU1464'1.5 FEET EAST OF THE NORTHWEST CORNER OF THE STRUCTURE, AND
 GU1464'ABOUT 8 FEET HIGHER THAN THE ROAD.
 GU1464
 GU1464                          STATION RECOVERY (1971)
 GU1464
 GU1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1464'RECOVERED IN GOOD CONDITION.
 GU1464
 GU1464                          STATION RECOVERY (1989)
 GU1464
 GU1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1466 ***********************************************************************
 GU1466  DESIGNATION -  158.45 L
 GU1466  PID         -  GU1466
 GU1466  STATE/COUNTY-  CA/FRESNO
 GU1466  USGS QUAD   -  HURON (1971)
 GU1466
 GU1466                         *CURRENT SURVEY CONTROL
 GU1466  ___________________________________________________________________
 GU1466* NAD 83(1986)-  36 10 53.     (N)    120 02 56.     (W)     SCALED    
 GU1466* NAVD 88     -       101.28   (+/-2cm)     332.3    (feet)  VERTCON   
 GU1466  ___________________________________________________________________
 GU1466  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GU1466  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1466
 GU1466.The horizontal coordinates were scaled from a topographic map and have
 GU1466.an estimated accuracy of +/- 6 seconds.
 GU1466
 GU1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1466.The vertical order pertains to the NGVD 29 superseded value.
 GU1466
 GU1466.The geoid height was determined by GEOID03.
 GU1466
 GU1466;                    North         East    Units  Estimated Accuracy
 GU1466;SPC CA 4     -   594,620.    1,905,650.      MT  (+/- 180 meters Scaled)
 GU1466
 GU1466                          SUPERSEDED SURVEY CONTROL
 GU1466
 GU1466  NGVD 29 (??/??/92)  100.408  (m)          329.42   (f) ADJ UNCH    1 1
 GU1466
 GU1466.Superseded values are not recommended for survey control.
 GU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1466.See file dsdata.txt to determine how the superseded data were derived.
 GU1466
 GU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF654081(NAD 83)
 GU1466_MARKER: DD = SURVEY DISK
 GU1466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1466_SP_SET: WINGWALL
 GU1466_STAMPING: 158.45 L
 GU1466_MARK LOGO: BOR   
 GU1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1466+STABILITY: SURFACE MOTION
 GU1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1466+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1466
 GU1466  HISTORY     - Date     Condition        Report By
 GU1466  HISTORY     - UNK      MONUMENTED       BOR
 GU1466  HISTORY     - 1967     GOOD             NGS
 GU1466  HISTORY     - 1971     GOOD             NGS
 GU1466  HISTORY     - 19890214 GOOD             NGS
 GU1466
 GU1466                          STATION DESCRIPTION
 GU1466
 GU1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1466'71.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1466'71.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1466'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.3 FEET WEST OF THE EAST
 GU1466'END OF THE NORTHEAST CONCRETE WING WALL OF GALE AVENUE BRIDGE
 GU1466'OVER THE AQUEDUCT, 20 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 GU1466'16 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT
 GU1466'LEVEL WITH THE AVENUE.
 GU1466
 GU1466                          STATION RECOVERY (1971)
 GU1466
 GU1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1466'RECOVERED IN GOOD CONDITION.
 GU1466
 GU1466                          STATION RECOVERY (1989)
 GU1466
 GU1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1463 ***********************************************************************
 GU1463  DESIGNATION -  158.45 R
 GU1463  PID         -  GU1463
 GU1463  STATE/COUNTY-  CA/FRESNO
 GU1463  USGS QUAD   -  HURON (1971)
 GU1463
 GU1463                         *CURRENT SURVEY CONTROL
 GU1463  ___________________________________________________________________
 GU1463* NAD 83(1986)-  36 10 53.     (N)    120 02 58.     (W)     SCALED    
 GU1463* NAVD 88     -       101.27   (+/-2cm)     332.2    (feet)  VERTCON   
 GU1463  ___________________________________________________________________
 GU1463  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GU1463  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1463
 GU1463.The horizontal coordinates were scaled from a topographic map and have
 GU1463.an estimated accuracy of +/- 6 seconds.
 GU1463
 GU1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1463.The vertical order pertains to the NGVD 29 superseded value.
 GU1463
 GU1463.The geoid height was determined by GEOID03.
 GU1463
 GU1463;                    North         East    Units  Estimated Accuracy
 GU1463;SPC CA 4     -   594,620.    1,905,600.      MT  (+/- 180 meters Scaled)
 GU1463
 GU1463                          SUPERSEDED SURVEY CONTROL
 GU1463
 GU1463  NGVD 29 (??/??/92)  100.401  (m)          329.40   (f) ADJ UNCH    1 1
 GU1463
 GU1463.Superseded values are not recommended for survey control.
 GU1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1463.See file dsdata.txt to determine how the superseded data were derived.
 GU1463
 GU1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF653081(NAD 83)
 GU1463_MARKER: DD = SURVEY DISK
 GU1463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1463_SP_SET: WINGWALL
 GU1463_STAMPING: 158.45 R
 GU1463_MARK LOGO: BOR   
 GU1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1463+STABILITY: SURFACE MOTION
 GU1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1463+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1463
 GU1463  HISTORY     - Date     Condition        Report By
 GU1463  HISTORY     - UNK      MONUMENTED       BOR
 GU1463  HISTORY     - 1967     GOOD             NGS
 GU1463  HISTORY     - 1971     GOOD             NGS
 GU1463  HISTORY     - 19890214 GOOD             NGS
 GU1463
 GU1463                          STATION DESCRIPTION
 GU1463
 GU1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1463'71.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1463'71.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1463'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.5 FEET EAST OF THE
 GU1463'WEST END OF THE SOUTHWEST CONCRETE WING WALL OF GALE AVENUE
 GU1463'BRIDGE OVER THE AQUEDUCT, 20 FEET SOUTH OF THE CENTER LINE
 GU1463'OF THE AVENUE, 16 FEET EAST OF THE CENTER LINE OF THE WEST
 GU1463'LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GU1463
 GU1463                          STATION RECOVERY (1971)
 GU1463
 GU1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1463'RECOVERED IN GOOD CONDITION.
 GU1463
 GU1463                          STATION RECOVERY (1989)
 GU1463
 GU1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1462 ***********************************************************************
 GU1462  DESIGNATION -  158.47 L
 GU1462  PID         -  GU1462
 GU1462  STATE/COUNTY-  CA/FRESNO
 GU1462  USGS QUAD   -  HURON (1971)
 GU1462
 GU1462                         *CURRENT SURVEY CONTROL
 GU1462  ___________________________________________________________________
 GU1462* NAD 83(1986)-  36 10 52.     (N)    120 02 56.     (W)     SCALED    
 GU1462* NAVD 88     -        98.784  (meters)     324.09   (feet)  ADJUSTED  
 GU1462  ___________________________________________________________________
 GU1462  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GU1462  DYNAMIC HT  -          98.696 (meters)     323.81  (feet)  COMP
 GU1462  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 GU1462
 GU1462  VERT ORDER  -  FIRST     CLASS I
 GU1462
 GU1462.The horizontal coordinates were scaled from a topographic map and have
 GU1462.an estimated accuracy of +/- 6 seconds.
 GU1462
 GU1462.The orthometric height was determined by differential leveling
 GU1462.and adjusted in June 1991.
 GU1462
 GU1462.The geoid height was determined by GEOID03.
 GU1462
 GU1462.The dynamic height is computed by dividing the NAVD 88
 GU1462.geopotential number by the normal gravity value computed on the
 GU1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1462.degrees latitude (g = 980.6199 gals.).
 GU1462
 GU1462.The modeled gravity was interpolated from observed gravity values.
 GU1462
 GU1462;                    North         East    Units  Estimated Accuracy
 GU1462;SPC CA 4     -   594,590.    1,905,650.      MT  (+/- 180 meters Scaled)
 GU1462
 GU1462                          SUPERSEDED SURVEY CONTROL
 GU1462
 GU1462  NGVD 29 (??/??/92)   97.853  (m)          321.04   (f) ADJ UNCH    1 1
 GU1462
 GU1462.Superseded values are not recommended for survey control.
 GU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1462.See file dsdata.txt to determine how the superseded data were derived.
 GU1462
 GU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF654080(NAD 83)
 GU1462_MARKER: DD = SURVEY DISK
 GU1462_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1462+WITH SETTING: PAVEMENT
 GU1462_SP_SET: DECK
 GU1462_STAMPING: 158.47 L
 GU1462_MARK LOGO: BOR   
 GU1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1462+STABILITY: SURFACE MOTION
 GU1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1462+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1462
 GU1462  HISTORY     - Date     Condition        Report By
 GU1462  HISTORY     - UNK      MONUMENTED       BOR
 GU1462  HISTORY     - 1967     GOOD             NGS
 GU1462  HISTORY     - 1971     GOOD             NGS
 GU1462  HISTORY     - 19890214 GOOD             NGS
 GU1462
 GU1462                          STATION DESCRIPTION
 GU1462
 GU1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1462'71.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1462'71.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1462'DOS AMIGOS PUMP PLANT, 90 FEET SOUTH OF THE SOUTHEAST CORNER
 GU1462'OF GALE AVENUE BRIDGE OVER THE AQUEDUCT, IN THE CENTER OF
 GU1462'THE WEST SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE, 22 FEET
 GU1462'WEST OF THE CENTER LINE OF THE EAST LEVEE DECK OF A TURNOUT
 GU1462'STRUCTURE, 22 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE
 GU1462'ROAD, 1.0 FOOT WEST OF THE WEST FACE OF A CONCRETE RETAINING
 GU1462'WALL SUPPORTING A GUARDRAIL, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 GU1462
 GU1462                          STATION RECOVERY (1971)
 GU1462
 GU1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1462'RECOVERED IN GOOD CONDITION.
 GU1462
 GU1462                          STATION RECOVERY (1989)
 GU1462
 GU1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1465 ***********************************************************************
 GU1465  DESIGNATION -  158.47 R
 GU1465  PID         -  GU1465
 GU1465  STATE/COUNTY-  CA/FRESNO
 GU1465  USGS QUAD   -  HURON (1971)
 GU1465
 GU1465                         *CURRENT SURVEY CONTROL
 GU1465  ___________________________________________________________________
 GU1465* NAD 83(1986)-  36 10 52.     (N)    120 02 58.     (W)     SCALED    
 GU1465* NAVD 88     -        98.759  (meters)     324.01   (feet)  ADJUSTED  
 GU1465  ___________________________________________________________________
 GU1465  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 GU1465  DYNAMIC HT  -          98.672 (meters)     323.73  (feet)  COMP
 GU1465  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 GU1465
 GU1465  VERT ORDER  -  FIRST     CLASS I
 GU1465
 GU1465.The horizontal coordinates were scaled from a topographic map and have
 GU1465.an estimated accuracy of +/- 6 seconds.
 GU1465
 GU1465.The orthometric height was determined by differential leveling
 GU1465.and adjusted in June 1991.
 GU1465
 GU1465.The geoid height was determined by GEOID03.
 GU1465
 GU1465.The dynamic height is computed by dividing the NAVD 88
 GU1465.geopotential number by the normal gravity value computed on the
 GU1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1465.degrees latitude (g = 980.6199 gals.).
 GU1465
 GU1465.The modeled gravity was interpolated from observed gravity values.
 GU1465
 GU1465;                    North         East    Units  Estimated Accuracy
 GU1465;SPC CA 4     -   594,590.    1,905,600.      MT  (+/- 180 meters Scaled)
 GU1465
 GU1465                          SUPERSEDED SURVEY CONTROL
 GU1465
 GU1465  NGVD 29 (??/??/92)   97.834  (m)          320.98   (f) ADJ UNCH    1 1
 GU1465
 GU1465.Superseded values are not recommended for survey control.
 GU1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1465.See file dsdata.txt to determine how the superseded data were derived.
 GU1465
 GU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF653080(NAD 83)
 GU1465_MARKER: DD = SURVEY DISK
 GU1465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1465+WITH SETTING: PAVEMENT
 GU1465_SP_SET: DECK
 GU1465_STAMPING: 158.47 R
 GU1465_MARK LOGO: BOR   
 GU1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1465+STABILITY: SURFACE MOTION
 GU1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1465+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1465
 GU1465  HISTORY     - Date     Condition        Report By
 GU1465  HISTORY     - UNK      MONUMENTED       BOR
 GU1465  HISTORY     - 1967     GOOD             NGS
 GU1465  HISTORY     - 1971     GOOD             NGS
 GU1465  HISTORY     - 19890117 GOOD             NGS
 GU1465
 GU1465                          STATION DESCRIPTION
 GU1465
 GU1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1465'71.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1465'71.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1465'DOS AMIGOS PUMP PLANT, 90 FEET SOUTH OF THE SOUTHWEST CORNER
 GU1465'OF THE GALE AVENUE BRIDGE OVER THE AQUEDUCT, IN THE TOP OF THE
 GU1465'CENTER OF THE WEST SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE,
 GU1465'22 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROAD, 0.9 FOOT
 GU1465'EAST OF THE EAST FACE OF A CONCRETE RETAINING WALL SUPPORTING
 GU1465'A GUARDRAIL, AND ABOUT 3 FEET LOWER THAN THE ROAD.
 GU1465
 GU1465                          STATION RECOVERY (1971)
 GU1465
 GU1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1465'RECOVERED IN GOOD CONDITION.
 GU1465
 GU1465                          STATION RECOVERY (1989)
 GU1465
 GU1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1465'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  CHANGE--3
 GU1465'FEET LOWER THAN THE ROAD, TO 2.5 M (8.2 FT) BELOW THE LEVEL OF THE
 GU1465'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0797 ***********************************************************************
 FV0797  DESIGNATION -  1588 USGS
 FV0797  PID         -  FV0797
 FV0797  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0797  USGS QUAD   -  POZO SUMMIT (1967)
 FV0797
 FV0797                         *CURRENT SURVEY CONTROL
 FV0797  ___________________________________________________________________
 FV0797* NAD 83(1986)-  35 15 51.     (N)    120 17 13.     (W)     SCALED    
 FV0797* NAVD 88     -       485.49   (+/-2cm)    1592.8    (feet)  VERTCON   
 FV0797  ___________________________________________________________________
 FV0797  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 FV0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0797
 FV0797.The horizontal coordinates were scaled from a topographic map and have
 FV0797.an estimated accuracy of +/- 6 seconds.
 FV0797
 FV0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0797.The vertical order pertains to the NGVD 29 superseded value.
 FV0797
 FV0797.The geoid height was determined by GEOID03.
 FV0797
 FV0797;                    North         East    Units  Estimated Accuracy
 FV0797;SPC CA 5     -   698,060.    1,791,930.      MT  (+/- 180 meters Scaled)
 FV0797
 FV0797                          SUPERSEDED SURVEY CONTROL
 FV0797
 FV0797  NGVD 29 (??/??/92)  484.596  (m)         1589.88   (f) ADJ UNCH    2 0
 FV0797
 FV0797.Superseded values are not recommended for survey control.
 FV0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0797.See file dsdata.txt to determine how the superseded data were derived.
 FV0797
 FV0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE468057(NAD 83)
 FV0797_MARKER: DD = SURVEY DISK
 FV0797_SETTING: 80 = SET IN A BOULDER
 FV0797_SP_SET: BOULDER
 FV0797_STAMPING: 1588
 FV0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0797+STABILITY: SURFACE MOTION
 FV0797
 FV0797  HISTORY     - Date     Condition        Report By
 FV0797  HISTORY     - UNK      MONUMENTED       USGS
 FV0797  HISTORY     - 1956     GOOD             NGS
 FV0797
 FV0797                          STATION DESCRIPTION
 FV0797
 FV0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0797'1.8 MI NW FROM AVENALES GUARD STATION.
 FV0797'1.8 MILES NORTHWEST ALONG BRANCH MOUNTAIN ROAD FROM AVENALES
 FV0797'GUARD STATION, 0.15 MILE WEST OF AND ACROSS A WOODEN BRIDGE
 FV0797'FROM THE Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST, AT THE Y
 FV0797'JUNCTION OF A FIRE TRAIL, IN THE TOP OF A 5- BY 7-FOOT GRANITE
 FV0797'BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, ABOUT 66
 FV0797'YARDS SOUTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 FV0797'7-29, 90 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 71.4
 FV0797'FEET SOUTHEAST OF A 1-INCH STEEL ROD SUPPORTING A T R G 7 SIGN,
 FV0797'15 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 5.1 FEET
 FV0797'SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2636 ***********************************************************************
 FU2636  DESIGNATION -  159 A DWR
 FU2636  PID         -  FU2636
 FU2636  STATE/COUNTY-  CA/KERN
 FU2636  USGS QUAD   -  LOST HILLS (1973)
 FU2636
 FU2636                         *CURRENT SURVEY CONTROL
 FU2636  ___________________________________________________________________
 FU2636* NAD 83(1986)-  35 31 45.     (N)    119 39 47.     (W)     SCALED    
 FU2636* NAVD 88     -        95.85   (+/-2cm)     314.5    (feet)  VERTCON   
 FU2636  ___________________________________________________________________
 FU2636  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2636  VERT ORDER  -  THIRD (See Below)
 FU2636
 FU2636.The horizontal coordinates were scaled from a topographic map and have
 FU2636.an estimated accuracy of +/- 6 seconds.
 FU2636
 FU2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2636.The vertical order pertains to the NGVD 29 superseded value.
 FU2636
 FU2636.The geoid height was determined by GEOID03.
 FU2636
 FU2636;                    North         East    Units  Estimated Accuracy
 FU2636;SPC CA 5     -   726,340.    1,849,170.      MT  (+/- 180 meters Scaled)
 FU2636
 FU2636                          SUPERSEDED SURVEY CONTROL
 FU2636
 FU2636  NGVD 29 (??/??/??)   95.17   (m)          312.2    (f) RESET       3  
 FU2636
 FU2636.Superseded values are not recommended for survey control.
 FU2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2636.See file dsdata.txt to determine how the superseded data were derived.
 FU2636
 FU2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV585349(NAD 83)
 FU2636_MARKER: DD = SURVEY DISK
 FU2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2636_STAMPING: 159 A 1963
 FU2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2636+STABILITY: SURFACE MOTION
 FU2636
 FU2636  HISTORY     - Date     Condition        Report By
 FU2636  HISTORY     - 1963     MONUMENTED       CADWR
 FU2636  HISTORY     - 1964     GOOD             NGS
 FU2636  HISTORY     - 1966     GOOD             NGS
 FU2636
 FU2636                          STATION DESCRIPTION
 FU2636
 FU2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2636'7.5 MI SE FROM LOST HILLS.
 FU2636'6.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2636'STATE HIGHWAY 46 AT LOST HILLS, THENCE 1.5 MILES EAST ALONG AN
 FU2636'OILED ROAD AND TRACK ROAD, 81 1/2 FEET SOUTH OF THE CENTER LINE OF
 FU2636'THE ROAD, 11 FEET NORTH OF A 4 X 4-INCH 1/4 SECTION POST, 2.5 FEET
 FU2636'NORTHEAST OF A WITNESS POST, LEVEL WTIH THE ROAD AND IN TOP OF A
 FU2636'CONCRETE POST FLUSH WITH THE GROUND.
 FU2636
 FU2636                          STATION RECOVERY (1966)
 FU2636
 FU2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0618 ***********************************************************************
 JS0618  DESIGNATION -  159 M USGS
 JS0618  PID         -  JS0618
 JS0618  STATE/COUNTY-  CA/EL DORADO
 JS0618  USGS QUAD   -  COLOMA (1973)
 JS0618
 JS0618                         *CURRENT SURVEY CONTROL
 JS0618  ___________________________________________________________________
 JS0618* NAD 83(1986)-  38 49 39.     (N)    120 59 22.     (W)     SCALED    
 JS0618* NAVD 88     -       269.45   (+/-2cm)     884.0    (feet)  VERTCON   
 JS0618  ___________________________________________________________________
 JS0618  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 JS0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0618
 JS0618.The horizontal coordinates were scaled from a topographic map and have
 JS0618.an estimated accuracy of +/- 6 seconds.
 JS0618
 JS0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0618.The vertical order pertains to the NGVD 29 superseded value.
 JS0618
 JS0618.The geoid height was determined by GEOID03.
 JS0618
 JS0618;                    North         East    Units  Estimated Accuracy
 JS0618;SPC CA 2     -   629,350.    2,087,750.      MT  (+/- 180 meters Scaled)
 JS0618
 JS0618                          SUPERSEDED SURVEY CONTROL
 JS0618
 JS0618  NGVD 29 (??/??/92)  268.657  (m)          881.42   (f) ADJ UNCH    2 0
 JS0618
 JS0618.Superseded values are not recommended for survey control.
 JS0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0618.See file dsdata.txt to determine how the superseded data were derived.
 JS0618
 JS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH745995(NAD 83)
 JS0618_MARKER: DD = SURVEY DISK
 JS0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0618_STAMPING: 159 M 1933
 JS0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0618+STABILITY: SURFACE MOTION
 JS0618
 JS0618  HISTORY     - Date     Condition        Report By
 JS0618  HISTORY     - 1933     MONUMENTED       USGS
 JS0618  HISTORY     - 1935     GOOD             NGS
 JS0618  HISTORY     - 20040323 GOOD             CADT
 JS0618  HISTORY     - 20070329 GOOD             GEOCAC
 JS0618
 JS0618                          STATION DESCRIPTION
 JS0618
 JS0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0618'1.9 MI SE FROM PILOT HILL.
 JS0618'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM PILOT HILL, EL
 JS0618'DORADO COUNTY, 128 FEET WEST OF THE NORTH END OF AN 18-INCH PIPE
 JS0618'CULVERT, AND 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JS0618'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 159 M
 JS0618'1933 AND SET IN THE TOP OF A CONCRETE POST.
 JS0618
 JS0618                          STATION RECOVERY (2004)
 JS0618
 JS0618'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0618'RECOVERED IN GOOD CONDITION.
 JS0618
 JS0618                          STATION RECOVERY (2007)
 JS0618
 JS0618'RECOVERY NOTE BY GEOCACHING 2007 (TFW)
 JS0618'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0693 ***********************************************************************
 DX0693  DESIGNATION -  16
 DX0693  PID         -  DX0693
 DX0693  STATE/COUNTY-  CA/RIVERSIDE
 DX0693  USGS QUAD   -  INDIO (1972)
 DX0693
 DX0693                         *CURRENT SURVEY CONTROL
 DX0693  ___________________________________________________________________
 DX0693* NAD 83(1986)-  33 43 18.     (N)    116 13 05.     (W)     SCALED    
 DX0693* NAVD 88     -        -2.77   (+/-2cm)      -9.1    (feet)  VERTCON   
 DX0693  ___________________________________________________________________
 DX0693  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DX0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0693
 DX0693.The horizontal coordinates were scaled from a topographic map and have
 DX0693.an estimated accuracy of +/- 6 seconds.
 DX0693
 DX0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0693.The vertical order pertains to the NGVD 29 superseded value.
 DX0693
 DX0693.The geoid height was determined by GEOID03.
 DX0693
 DX0693;                    North         East    Units  Estimated Accuracy
 DX0693;SPC CA 6     -   672,460.    2,002,960.      MT  (+/- 180 meters Scaled)
 DX0693
 DX0693                          SUPERSEDED SURVEY CONTROL
 DX0693
 DX0693  NGVD 29 (??/??/??)   -3.435  (m)          -11.27   (f) ADJUSTED    1 2
 DX0693
 DX0693.Superseded values are not recommended for survey control.
 DX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0693.See file dsdata.txt to determine how the superseded data were derived.
 DX0693
 DX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT724315(NAD 83)
 DX0693_MARKER: DD = SURVEY DISK
 DX0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0693_STAMPING: 16
 DX0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0693+STABILITY: SURFACE MOTION
 DX0693
 DX0693  HISTORY     - Date     Condition        Report By
 DX0693  HISTORY     - UNK      MONUMENTED       CADH
 DX0693  HISTORY     - 1955     GOOD             NGS
 DX0693  HISTORY     - 1987     GOOD             USPSQD
 DX0693
 DX0693                          STATION DESCRIPTION
 DX0693
 DX0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0693'AT INDIO.
 DX0693'AT INDIO, 0.1 MILE NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE
 DX0693'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT INDIO, IN THE
 DX0693'APPROXIMATE CENTER OF THE TRAFFIC ISLAND DIVIDING THE HIGHWAY,
 DX0693'DIRECTLY IN FRONT OF A TEXACO SERVICE STATION, 7.6 FEET SOUTHWEST
 DX0693'OF THE SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE, 7.2 FEET
 DX0693'NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE,
 DX0693'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DX0693'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DX0693
 DX0693                          STATION RECOVERY (1987)
 DX0693
 DX0693'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 DX0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0894 ***********************************************************************
 HR0894  DESIGNATION -  16
 HR0894  PID         -  HR0894
 HR0894  STATE/COUNTY-  CA/TUOLUMNE
 HR0894  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0894
 HR0894                         *CURRENT SURVEY CONTROL
 HR0894  ___________________________________________________________________
 HR0894* NAD 83(1986)-  37 52 18.     (N)    119 55 31.     (W)     SCALED    
 HR0894* NAVD 88     -      1287.57   (+/-2cm)    4224.3    (feet)  VERTCON   
 HR0894  ___________________________________________________________________
 HR0894  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HR0894  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0894
 HR0894.The horizontal coordinates were scaled from a topographic map and have
 HR0894.an estimated accuracy of +/- 6 seconds.
 HR0894
 HR0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0894.The vertical order pertains to the NGVD 29 superseded value.
 HR0894
 HR0894.The geoid height was determined by GEOID03.
 HR0894
 HR0894;                    North         East    Units  Estimated Accuracy
 HR0894;SPC CA 3     -   652,390.    2,050,560.      MT  (+/- 180 meters Scaled)
 HR0894
 HR0894                          SUPERSEDED SURVEY CONTROL
 HR0894
 HR0894  NGVD 29 (??/??/92) 1286.703  (m)         4221.46   (f) ADJ UNCH    1 2
 HR0894
 HR0894.Superseded values are not recommended for survey control.
 HR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0894.See file dsdata.txt to determine how the superseded data were derived.
 HR0894
 HR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB426956(NAD 83)
 HR0894_MARKER: DD = SURVEY DISK
 HR0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0894_STAMPING: 16
 HR0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0894+STABILITY: SURFACE MOTION
 HR0894
 HR0894  HISTORY     - Date     Condition        Report By
 HR0894  HISTORY     - UNK      MONUMENTED       HHWS
 HR0894  HISTORY     - 1956     GOOD             NGS
 HR0894  HISTORY     - 19861023 GOOD             USPSQD
 HR0894
 HR0894                          STATION DESCRIPTION
 HR0894
 HR0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0894'4.4 MI W FROM MATHER.
 HR0894'4.4 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0894'MATHER, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST,
 HR0894'ON THE NORTH BANK OF A CUT, 152 FEET WEST OF THE APPROXIMATE
 HR0894'CENTER OF THE Y JUNCTION, 89 FEET EAST OF THE WEST END OF THE
 HR0894'CUT, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD (SLOPE
 HR0894'MEASUREMENT), 3 1/2 FEET EAST OF THE EAST SIDE OF A 9- BY 16-FOOT
 HR0894'LONE GRANITE OUTCROP, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT
 HR0894'10 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HR0894'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HR0894
 HR0894                          STATION RECOVERY (1986)
 HR0894
 HR0894'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0319 ***********************************************************************
 HR0319  DESIGNATION -  16
 HR0319  PID         -  HR0319
 HR0319  STATE/COUNTY-  CA/INYO
 HR0319  USGS QUAD   -  TINEMAHA RESERVOIR (1994)
 HR0319
 HR0319                         *CURRENT SURVEY CONTROL
 HR0319  ___________________________________________________________________
 HR0319* NAD 83(1986)-  37 02 56.     (N)    118 13 07.     (W)     SCALED    
 HR0319* NAVD 88     -      1177.09   (+/-2cm)    3861.8    (feet)  VERTCON   
 HR0319  ___________________________________________________________________
 HR0319  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HR0319  VERT ORDER  -  THIRD (See Below)
 HR0319
 HR0319.The horizontal coordinates were scaled from a topographic map and have
 HR0319.an estimated accuracy of +/- 6 seconds.
 HR0319
 HR0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0319.The vertical order pertains to the NGVD 29 superseded value.
 HR0319
 HR0319.The geoid height was determined by GEOID03.
 HR0319
 HR0319;                    North         East    Units  Estimated Accuracy
 HR0319;SPC CA 4     -   690,650.    2,069,510.      MT  (+/- 180 meters Scaled)
 HR0319
 HR0319                          SUPERSEDED SURVEY CONTROL
 HR0319
 HR0319  NGVD 29 (??/??/??) 1175.95   (m)         3858.1    (f) RESET       3  
 HR0319
 HR0319.Superseded values are not recommended for survey control.
 HR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0319.See file dsdata.txt to determine how the superseded data were derived.
 HR0319
 HR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB916009(NAD 83)
 HR0319_MARKER: P = PIPE CAP
 HR0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0319
 HR0319  HISTORY     - Date     Condition        Report By
 HR0319  HISTORY     - UNK      MONUMENTED       USGS
 HR0319  HISTORY     - 1925     GOOD             NGS
 HR0319  HISTORY     - 1965     MARK NOT FOUND   USGS
 HR0319
 HR0319                          STATION DESCRIPTION
 HR0319
 HR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 HR0319'4.2 MI N FROM ABERDEEN.
 HR0319'ABOUT 4-1/4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HR0319'FROM ABERDEEN, INYO COUNTY, 6 POLES SOUTH OF MILEPOST 532,
 HR0319'60 FEET SOUTH OF CULVERT 53 A, AT THE SOUTH SIDE OF A GULLEY,
 HR0319'AND 30 FEET WEST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 HR0319'STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HR0319
 HR0319                          STATION RECOVERY (1965)
 HR0319
 HR0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HR0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0181 ***********************************************************************
 LU0181  DESIGNATION -  16
 LU0181  PID         -  LU0181
 LU0181  STATE/COUNTY-  CA/SHASTA
 LU0181  USGS QUAD   -  REDDING (1969)
 LU0181
 LU0181                         *CURRENT SURVEY CONTROL
 LU0181  ___________________________________________________________________
 LU0181* NAD 83(1986)-  40 36 05.     (N)    122 29 42.     (W)     SCALED    
 LU0181* NAVD 88     -       328.01   (+/-2cm)    1076.1    (feet)  VERTCON   
 LU0181  ___________________________________________________________________
 LU0181  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 LU0181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0181
 LU0181.The horizontal coordinates were scaled from a topographic map and have
 LU0181.an estimated accuracy of +/- 6 seconds.
 LU0181
 LU0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0181.The vertical order pertains to the NGVD 29 superseded value.
 LU0181
 LU0181.The geoid height was determined by GEOID03.
 LU0181
 LU0181;                    North         East    Units  Estimated Accuracy
 LU0181;SPC CA 1     -   640,920.    1,958,110.      MT  (+/- 180 meters Scaled)
 LU0181
 LU0181                          SUPERSEDED SURVEY CONTROL
 LU0181
 LU0181  NGVD 29 (??/??/92)  327.20   (m)         1073.5    (f) COMPUTED    2 0
 LU0181
 LU0181.Superseded values are not recommended for survey control.
 LU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0181.See file dsdata.txt to determine how the superseded data were derived.
 LU0181
 LU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK427946(NAD 83)
 LU0181_MARKER: DD = SURVEY DISK
 LU0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0181_SP_SET: CULVERT
 LU0181_STAMPING: 16 1073.16
 LU0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0181
 LU0181  HISTORY     - Date     Condition        Report By
 LU0181  HISTORY     - UNK      MONUMENTED       CA-089
 LU0181  HISTORY     - 1949     GOOD             NGS
 LU0181  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0181
 LU0181                          STATION DESCRIPTION
 LU0181
 LU0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0181'0.3 MI W FROM SHASTA.
 LU0181'0.3 MILE WEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT
 LU0181'SHASTA, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT B 234.68,
 LU0181'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 LU0181'WALL, 17.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LU0181'ABOUT LEVEL WITH THE HIGHWAY.
 LU0181
 LU0181                          STATION RECOVERY (1988)
 LU0181
 LU0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0181'THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2078 ***********************************************************************
 JS2078  DESIGNATION -  16
 JS2078  PID         -  JS2078
 JS2078  STATE/COUNTY-  CA/SOLANO
 JS2078  USGS QUAD   -  COURTLAND (1993)
 JS2078
 JS2078                         *CURRENT SURVEY CONTROL
 JS2078  ___________________________________________________________________
 JS2078* NAD 83(1986)-  38 16 56.     (N)    121 36 20.     (W)     SCALED    
 JS2078* NAVD 88     -         4.63   (+/-2cm)      15.2    (feet)  VERTCON   
 JS2078  ___________________________________________________________________
 JS2078  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JS2078  VERT ORDER  -  THIRD (See Below)
 JS2078
 JS2078.The horizontal coordinates were scaled from a topographic map and have
 JS2078.an estimated accuracy of +/- 6 seconds.
 JS2078
 JS2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2078.The vertical order pertains to the NGVD 29 superseded value.
 JS2078
 JS2078.The geoid height was determined by GEOID03.
 JS2078
 JS2078;                    North         East    Units  Estimated Accuracy
 JS2078;SPC CA 2     -   568,410.    2,034,510.      MT  (+/- 180 meters Scaled)
 JS2078
 JS2078                          SUPERSEDED SURVEY CONTROL
 JS2078
 JS2078  NGVD 29 (??/??/??)    3.89   (m)           12.8    (f) RESET       3  
 JS2078
 JS2078.Superseded values are not recommended for survey control.
 JS2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2078.See file dsdata.txt to determine how the superseded data were derived.
 JS2078
 JS2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH219380(NAD 83)
 JS2078_MARKER: Z = SEE DESCRIPTION
 JS2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2078_MARK LOGO: RIRD  
 JS2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2078+STABILITY: SURFACE MOTION
 JS2078
 JS2078  HISTORY     - Date     Condition        Report By
 JS2078  HISTORY     - UNK      MONUMENTED       RIRD
 JS2078  HISTORY     - 1964     GOOD             CGS
 JS2078
 JS2078                          STATION DESCRIPTION
 JS2078
 JS2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2078'2.8 MI E FROM FIVE POINTS.
 JS2078'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2078'POINTS, THENCE 1.95 MILES EAST AND SOUTH ALONG RYER ISLAND
 JS2078'ROAD, AT A CURVE IN A POWER LINE, 42 FEET WEST OF THE CENTER
 JS2078'LINE OF THE ROAD, 67 FEET SOUTH OF A POWER LINE POLE WITH 2
 JS2078'GUY WIRES, 31 FEET NORTH OF A POWER LINE POLE WITH 2 GUY WIRES,
 JS2078'1.5 FEET WEST OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE
 JS2078'ROAD, AND A 1 1/2-INCH IRON PIPE IN THE TOP OF A CONCRETE POST
 JS2078'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1257 ***********************************************************************
 DY1257  DESIGNATION -  16 00150 C OF LA
 DY1257  PID         -  DY1257
 DY1257  STATE/COUNTY-  CA/LOS ANGELES
 DY1257  USGS QUAD   -  VENICE (1981)
 DY1257
 DY1257                         *CURRENT SURVEY CONTROL
 DY1257  ___________________________________________________________________
 DY1257* NAD 83(1986)-  33 58 57.     (N)    118 28 05.     (W)     SCALED    
 DY1257* NAVD 88     -         4.24   (+/-2cm)      13.9    (feet)  VERTCON   
 DY1257  ___________________________________________________________________
 DY1257  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1257  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1257
 DY1257.The horizontal coordinates were scaled from a topographic map and have
 DY1257.an estimated accuracy of +/- 6 seconds.
 DY1257
 DY1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1257.The vertical order pertains to the NGVD 29 superseded value.
 DY1257
 DY1257.The geoid height was determined by GEOID03.
 DY1257
 DY1257;                    North         East    Units  Estimated Accuracy
 DY1257;SPC CA 5     -   553,620.    1,956,750.      MT  (+/- 180 meters Scaled)
 DY1257
 DY1257                          SUPERSEDED SURVEY CONTROL
 DY1257
 DY1257  NGVD 29 (??/??/92)    3.48   (m)           11.4    (f) COMPUTED    1 1
 DY1257
 DY1257.Superseded values are not recommended for survey control.
 DY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1257.See file dsdata.txt to determine how the superseded data were derived.
 DY1257
 DY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643611(NAD 83)
 DY1257_MARKER: Z = SEE DESCRIPTION
 DY1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1257_SP_SET: CAST IRON COVER
 DY1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1257
 DY1257  HISTORY     - Date     Condition        Report By
 DY1257  HISTORY     - UNK      MONUMENTED       CA1980
 DY1257  HISTORY     - 1968     GOOD             CA1980
 DY1257
 DY1257                          STATION DESCRIPTION
 DY1257
 DY1257'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1257'AT LOS ANGELES.
 DY1257'AT LOS ANGELES, VENICE AREA, PACIFIC AVENUE AND 26TH AVENUE
 DY1257'AT THE CENTER LINE INTERSECTION.  SET IN CONCRETE ABOUT 13 INCHES
 DY1257'BELOW THE GROUND SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3326 ***********************************************************************
 EV3326  DESIGNATION -  16 1 A
 EV3326  PID         -  EV3326
 EV3326  STATE/COUNTY-  CA/LOS ANGELES
 EV3326  USGS QUAD   -  BALDWIN PARK (1981)
 EV3326
 EV3326                         *CURRENT SURVEY CONTROL
 EV3326  ___________________________________________________________________
 EV3326* NAD 83(1986)-  34 06 24.     (N)    117 56 03.     (W)     SCALED    
 EV3326* NAVD 88     -       143.35   (+/-2cm)     470.3    (feet)  VERTCON   
 EV3326  ___________________________________________________________________
 EV3326  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EV3326  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3326
 EV3326.The horizontal coordinates were scaled from a topographic map and have
 EV3326.an estimated accuracy of +/- 6 seconds.
 EV3326
 EV3326.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3326.The vertical order pertains to the NGVD 29 superseded value.
 EV3326
 EV3326.The geoid height was determined by GEOID03.
 EV3326
 EV3326;                    North         East    Units  Estimated Accuracy
 EV3326;SPC CA 5     -   567,300.    2,006,070.      MT  (+/- 180 meters Scaled)
 EV3326
 EV3326                          SUPERSEDED SURVEY CONTROL
 EV3326
 EV3326  NGVD 29 (??/??/92)  142.58   (m)          467.8    (f) COMPUTED    1 2
 EV3326
 EV3326.Superseded values are not recommended for survey control.
 EV3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3326.See file dsdata.txt to determine how the superseded data were derived.
 EV3326
 EV3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138743(NAD 83)
 EV3326_MARKER: DD = SURVEY DISK
 EV3326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3326_SP_SET: CONCRETE COVER
 EV3326_STAMPING: BM 16-1A 1971 RE 7078
 EV3326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3326
 EV3326  HISTORY     - Date     Condition        Report By
 EV3326  HISTORY     - 1971     MONUMENTED       CA-037
 EV3326  HISTORY     - 1975     GOOD             CA-037
 EV3326
 EV3326                          STATION DESCRIPTION
 EV3326
 EV3326'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3326'0.2 MI N FROM IRWINDALE.
 EV3326'LOS ANGELES COUNTY, IRWINDALE AVE., AND ARROW HIGHWAY, SOUTHEASTERLY
 EV3326'CORNER, 125.0 FEET EASTERLY FROM THE APPROXIMATE CENTERLINE OF
 EV3326'IRWINDALE AVE., 38.0 FEET SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF
 EV3326'ARROW HIGHWAY, 57.5 FEET EASTERLY FROM THE EASTERLY END OF THE CURB
 EV3326'RETURN, 131.0 FEET SOUTHEASTERLY FROM BM 16-1 (F.B. 1380-200), 55.7
 EV3326'FEET WESTERLY FROM PP 1541067E, 1.0 FEET SOUTH FROM THE SOUTH CURB OF
 EV3326'ARROW HIGHWAY, FLUSH IN THE CONCRETE COVER OVER A FLOOD CONTROL INLET
 EV3326'BOX, OVER THE WESTERLY RETAINING WALL NEAR THE NORTHWESTERLY CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4123 ***********************************************************************
 GU4123  DESIGNATION -  16 10
 GU4123  PID         -  GU4123
 GU4123  STATE/COUNTY-  CA/MONTEREY
 GU4123  USGS QUAD   -  CHUALAR (1984)
 GU4123
 GU4123                         *CURRENT SURVEY CONTROL
 GU4123  ___________________________________________________________________
 GU4123* NAD 83(1986)-  36 35 46.     (N)    121 32 46.     (W)     SCALED    
 GU4123* NAVD 88     -        30.644  (meters)     100.54   (feet)  ADJUSTED  
 GU4123  ___________________________________________________________________
 GU4123  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU4123  DYNAMIC HT  -          30.618 (meters)     100.45  (feet)  COMP
 GU4123  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 GU4123
 GU4123  VERT ORDER  -  FIRST     CLASS II
 GU4123
 GU4123.The horizontal coordinates were scaled from a topographic map and have
 GU4123.an estimated accuracy of +/- 6 seconds.
 GU4123
 GU4123.The orthometric height was determined by differential leveling
 GU4123.and adjusted in June 1991.
 GU4123
 GU4123.The geoid height was determined by GEOID03.
 GU4123
 GU4123.The dynamic height is computed by dividing the NAVD 88
 GU4123.geopotential number by the normal gravity value computed on the
 GU4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4123.degrees latitude (g = 980.6199 gals.).
 GU4123
 GU4123.The modeled gravity was interpolated from observed gravity values.
 GU4123
 GU4123;                    North         East    Units  Estimated Accuracy
 GU4123;SPC CA 4     -   643,140.    1,772,210.      MT  (+/- 180 meters Scaled)
 GU4123
 GU4123                          SUPERSEDED SURVEY CONTROL
 GU4123
 GU4123.No superseded survey control is available for this station.
 GU4123
 GU4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF300510(NAD 83)
 GU4123_MARKER: DD = SURVEY DISK
 GU4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4123_SP_SET: CONCRETE POST
 GU4123_STAMPING: 16-10 ELEV. 9799
 GU4123_MARK LOGO: CADH  
 GU4123_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4123+STABILITY: SURFACE MOTION
 GU4123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU4123+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989
 GU4123
 GU4123  HISTORY     - Date     Condition        Report By
 GU4123  HISTORY     - UNK      MONUMENTED       CADH
 GU4123  HISTORY     - 19890118 GOOD             NGS
 GU4123
 GU4123                          STATION DESCRIPTION
 GU4123
 GU4123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU4123'13.7 KM (8.50 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 GU4123'FROM THE STATION IN SALINAS, IN THE MEDIAN OF U.S. HIGHWAY 101, 35.7 M
 GU4123'(117.1 FT) NORTHEAST OF THE NEAR RAIL, 10.8 M (35.4 FT) SOUTHWEST OF
 GU4123'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT)
 GU4123'NORTHWEST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND IN A 12-INCH
 GU4123'CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 M (0.7 FT) BELOW THE GROUND
 GU4123'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3336 ***********************************************************************
 EV3336  DESIGNATION -  16 10 A
 EV3336  PID         -  EV3336
 EV3336  STATE/COUNTY-  CA/LOS ANGELES
 EV3336  USGS QUAD   -  BALDWIN PARK (1981)
 EV3336
 EV3336                         *CURRENT SURVEY CONTROL
 EV3336  ___________________________________________________________________
 EV3336* NAD 83(1986)-  34 03 58.     (N)    117 57 59.     (W)     SCALED    
 EV3336* NAVD 88     -       105.43   (+/-2cm)     345.9    (feet)  VERTCON   
 EV3336  ___________________________________________________________________
 EV3336  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EV3336  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3336
 EV3336.The horizontal coordinates were scaled from a topographic map and have
 EV3336.an estimated accuracy of +/- 6 seconds.
 EV3336
 EV3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3336.The vertical order pertains to the NGVD 29 superseded value.
 EV3336
 EV3336.The geoid height was determined by GEOID03.
 EV3336
 EV3336;                    North         East    Units  Estimated Accuracy
 EV3336;SPC CA 5     -   562,800.    2,003,100.      MT  (+/- 180 meters Scaled)
 EV3336
 EV3336                          SUPERSEDED SURVEY CONTROL
 EV3336
 EV3336  NGVD 29 (??/??/92)  104.693  (m)          343.48   (f) ADJ UNCH    1 2
 EV3336
 EV3336.Superseded values are not recommended for survey control.
 EV3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3336.See file dsdata.txt to determine how the superseded data were derived.
 EV3336
 EV3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT108699(NAD 83)
 EV3336_MARKER: DD = SURVEY DISK
 EV3336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3336_SP_SET: BRIDGE
 EV3336_STAMPING: BM 16-10B 1963 5869
 EV3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3336
 EV3336  HISTORY     - Date     Condition        Report By
 EV3336  HISTORY     - 1963     MONUMENTED       CA-037
 EV3336  HISTORY     - 1975     GOOD             CA-037
 EV3336
 EV3336                          STATION DESCRIPTION
 EV3336
 EV3336'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3336'1.3 MI SW FROM BALDWIN PARK.
 EV3336'PUENTE AVENUE, ABOUT 0.2 MILES NORTHEASTERLY OF FRANCISQUITO AVENUE,
 EV3336'AT THE NORTHWEST CORNER OF BRIDGE NO. 53-254 OVER WALNUT CREEK, SET IN
 EV3336'THE TOP OF THE WESTERLY CONCRETE RAILING OF THE BRIDGE, OVER THE
 EV3336'NORTHERLY CONCRETE WALL OF THE CHANNEL 1.6 FEET ABOVE THE WALK AND 4.5
 EV3336'FEET WESTERLY OF THE WESTERLY CURB OF PUENTE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3337 ***********************************************************************
 EV3337  DESIGNATION -  16 10 B
 EV3337  PID         -  EV3337
 EV3337  STATE/COUNTY-  CA/LOS ANGELES
 EV3337  USGS QUAD   -  BALDWIN PARK (1981)
 EV3337
 EV3337                         *CURRENT SURVEY CONTROL
 EV3337  ___________________________________________________________________
 EV3337* NAD 83(1986)-  34 03 51.     (N)    117 58 07.     (W)     SCALED    
 EV3337* NAVD 88     -       102.83   (+/-2cm)     337.4    (feet)  VERTCON   
 EV3337  ___________________________________________________________________
 EV3337  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EV3337  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3337
 EV3337.The horizontal coordinates were scaled from a topographic map and have
 EV3337.an estimated accuracy of +/- 6 seconds.
 EV3337
 EV3337.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3337.The vertical order pertains to the NGVD 29 superseded value.
 EV3337
 EV3337.The geoid height was determined by GEOID03.
 EV3337
 EV3337;                    North         East    Units  Estimated Accuracy
 EV3337;SPC CA 5     -   562,580.    2,002,900.      MT  (+/- 180 meters Scaled)
 EV3337
 EV3337                          SUPERSEDED SURVEY CONTROL
 EV3337
 EV3337  NGVD 29 (??/??/92)  102.100  (m)          334.97   (f) ADJ UNCH    1 2
 EV3337
 EV3337.Superseded values are not recommended for survey control.
 EV3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3337.See file dsdata.txt to determine how the superseded data were derived.
 EV3337
 EV3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT106696(NAD 83)
 EV3337_MARKER: DD = SURVEY DISK
 EV3337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3337_SP_SET: SIGNAL BASE
 EV3337_STAMPING: BM 16-10B 1963 5869
 EV3337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3337
 EV3337  HISTORY     - Date     Condition        Report By
 EV3337  HISTORY     - 1963     MONUMENTED       CA-037
 EV3337  HISTORY     - 1975     GOOD             CA-037
 EV3337
 EV3337                          STATION DESCRIPTION
 EV3337
 EV3337'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3337'1.5 MI SW FROM BALDWIN PARK.
 EV3337'PUENTE AVENUE AND FRANCISQUITO AVENUE, AT THE SOUTHWEST CORNER, SET IN
 EV3337'THE CONCRETE BASE FOR A TRAFFIC SIGNAL, 1.8 FEET WESTERLY OF THE
 EV3337'WESTERLY CURB OF PUENTE AVENUE AND 1.0 FOOT SOUTHEASTERLY OF THE
 EV3337'TRAFFIC SIGNAL POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3338 ***********************************************************************
 EV3338  DESIGNATION -  16 11 B
 EV3338  PID         -  EV3338
 EV3338  STATE/COUNTY-  CA/LOS ANGELES
 EV3338  USGS QUAD   -  BALDWIN PARK (1981)
 EV3338
 EV3338                         *CURRENT SURVEY CONTROL
 EV3338  ___________________________________________________________________
 EV3338* NAD 83(1986)-  34 03 16.     (N)    117 58 41.     (W)     SCALED    
 EV3338* NAVD 88     -        96.14   (+/-2cm)     315.4    (feet)  VERTCON   
 EV3338  ___________________________________________________________________
 EV3338  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EV3338  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3338
 EV3338.The horizontal coordinates were scaled from a topographic map and have
 EV3338.an estimated accuracy of +/- 6 seconds.
 EV3338
 EV3338.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3338.The vertical order pertains to the NGVD 29 superseded value.
 EV3338
 EV3338.The geoid height was determined by GEOID03.
 EV3338
 EV3338;                    North         East    Units  Estimated Accuracy
 EV3338;SPC CA 5     -   561,500.    2,002,030.      MT  (+/- 180 meters Scaled)
 EV3338
 EV3338                          SUPERSEDED SURVEY CONTROL
 EV3338
 EV3338  NGVD 29 (??/??/92)   95.417  (m)          313.05   (f) ADJ UNCH    1 2
 EV3338
 EV3338.Superseded values are not recommended for survey control.
 EV3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3338.See file dsdata.txt to determine how the superseded data were derived.
 EV3338
 EV3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT097686(NAD 83)
 EV3338_MARKER: DD = SURVEY DISK
 EV3338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3338_SP_SET: CONCRETE COVER
 EV3338_STAMPING: BM 16 11B 1971 RE 7078
 EV3338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3338
 EV3338  HISTORY     - Date     Condition        Report By
 EV3338  HISTORY     - 1971     MONUMENTED       CA-037
 EV3338  HISTORY     - 1975     GOOD             CA-037
 EV3338
 EV3338                          STATION DESCRIPTION
 EV3338
 EV3338'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3338'2.6 MI NW FROM LA PUENTE.
 EV3338'CITY OF LA PUENTE, PUENTE AVE. AT AMAR ROAD NORTHEASTERLY CORNER, 41.3
 EV3338'FEET SOUTHEASTERLY FROM THE APPROXIMATE CENTERLINE OF PUENTE AVE.,
 EV3338'140.0 FEET NORTHEASTERLY FROM THE APPROXIMATE CENTERLINE OF AMAR ROAD,
 EV3338'52.0 FEET NORTHEASTERLY FROM THE NORTHEASTERLY END OF THE CURB RETURN,
 EV3338'71.0 FEET SOUTHWESTERLY FROM PP 1470993E, 1.0 FEET SOUTHEASTERLY FROM
 EV3338'THE SOUTHEASTERLY CURB OF PUENTE AVE., FLUSH IN THE CONCRETE COVER
 EV3338'OVER A FLOOD CONTROL INLET BOX OVER THE SOUTHWESTERLY RETAINING WALL,
 EV3338'NEAR THE SOUTHWESTERLY CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3339 ***********************************************************************
 EV3339  DESIGNATION -  16 12 B
 EV3339  PID         -  EV3339
 EV3339  STATE/COUNTY-  CA/LOS ANGELES
 EV3339  USGS QUAD   -  BALDWIN PARK (1981)
 EV3339
 EV3339                         *CURRENT SURVEY CONTROL
 EV3339  ___________________________________________________________________
 EV3339* NAD 83(1986)-  34 03 02.     (N)    117 58 55.     (W)     SCALED    
 EV3339* NAVD 88     -        93.77   (+/-2cm)     307.6    (feet)  VERTCON   
 EV3339  ___________________________________________________________________
 EV3339  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EV3339  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3339
 EV3339.The horizontal coordinates were scaled from a topographic map and have
 EV3339.an estimated accuracy of +/- 6 seconds.
 EV3339
 EV3339.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3339.The vertical order pertains to the NGVD 29 superseded value.
 EV3339
 EV3339.The geoid height was determined by GEOID03.
 EV3339
 EV3339;                    North         East    Units  Estimated Accuracy
 EV3339;SPC CA 5     -   561,070.    2,001,670.      MT  (+/- 180 meters Scaled)
 EV3339
 EV3339                          SUPERSEDED SURVEY CONTROL
 EV3339
 EV3339  NGVD 29 (??/??/92)   93.055  (m)          305.30   (f) ADJ UNCH    1 2
 EV3339
 EV3339.Superseded values are not recommended for survey control.
 EV3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3339.See file dsdata.txt to determine how the superseded data were derived.
 EV3339
 EV3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT093681(NAD 83)
 EV3339_MARKER: DD = SURVEY DISK
 EV3339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3339_SP_SET: CONCRETE COVER
 EV3339_STAMPING: BM 16-121B RE 7078
 EV3339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3339
 EV3339  HISTORY     - Date     Condition        Report By
 EV3339  HISTORY     - UNK      MONUMENTED       CA-037
 EV3339  HISTORY     - 1975     GOOD             CA-037
 EV3339
 EV3339                          STATION DESCRIPTION
 EV3339
 EV3339'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3339'2.6 MI NW FROM LA PUENTE.
 EV3339'CITY OF LA PUENTE, PUENTE AVE. AT TEMPLE AVE., NORTHEASTERLY CORNER,
 EV3339'41.4 FEET SOUTHEASTERLY FROM THE APPROXIMATE CENTERLINE OF PUENTE
 EV3339'AVE., 79.5 FEET NORTHEASTERLY FROM THE APPROXIMATE CENTERLINE OF
 EV3339'TEMPLE AVE., 14.1 FEET NORTHEASTERLY FROM THE NORTHEASTERLY END OF THE
 EV3339'CURB RETURN, 45.6 FEET SOUTHWESTERLY FROM POWER POLE 1740413E, 7.2
 EV3339'FEET WESTERLY FROM A 6.0 FOOT CHAIN LINK FENCE (AROUND PASSETT HIGH
 EV3339'SCHOOL GROUNDS), 1.0 FOOT EASTERLY FROM THE EASTERLY CURB OF PUENTE
 EV3339'AVE., FLUSH IN THE CONCRETE COVER OVER A FLOOD CONTROL INLET BOX, OVER
 EV3339'THE NORTHERLY RETAINING WALL AND NEAR THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3123 ***********************************************************************
 FU3123  DESIGNATION -  16 15 21 22 K CO
 FU3123  PID         -  FU3123
 FU3123  STATE/COUNTY-  CA/KINGS
 FU3123  USGS QUAD   -  LOS VIEJOS (1981)
 FU3123
 FU3123                         *CURRENT SURVEY CONTROL
 FU3123  ___________________________________________________________________
 FU3123* NAD 83(1986)-  35 55 11.     (N)    119 54 54.     (W)     SCALED    
 FU3123* NAVD 88     -        84.40   (+/-2cm)     276.9    (feet)  VERTCON   
 FU3123  ___________________________________________________________________
 FU3123  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 FU3123  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU3123
 FU3123.The horizontal coordinates were scaled from a topographic map and have
 FU3123.an estimated accuracy of +/- 6 seconds.
 FU3123
 FU3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3123.The vertical order pertains to the NGVD 29 superseded value.
 FU3123
 FU3123.The geoid height was determined by GEOID03.
 FU3123
 FU3123;                    North         East    Units  Estimated Accuracy
 FU3123;SPC CA 4     -   565,460.    1,917,420.      MT  (+/- 180 meters Scaled)
 FU3123
 FU3123                          SUPERSEDED SURVEY CONTROL
 FU3123
 FU3123  NGVD 29 (??/??/92)   83.48   (m)          273.9    (f) COMPUTED    1 2
 FU3123
 FU3123.Superseded values are not recommended for survey control.
 FU3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3123.See file dsdata.txt to determine how the superseded data were derived.
 FU3123
 FU3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV369789(NAD 83)
 FU3123_MARKER: P = PIPE CAP
 FU3123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU3123_STAMPING: T23S R19E WC 16 15 21 22 LGB MACD
 FU3123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3123
 FU3123  HISTORY     - Date     Condition        Report By
 FU3123  HISTORY     - UNK      MONUMENTED       CA-031
 FU3123  HISTORY     - 1962     GOOD             NGS
 FU3123  HISTORY     - 1966     GOOD             NGS
 FU3123
 FU3123                          STATION DESCRIPTION
 FU3123
 FU3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FU3123'6.9 MI S FROM KETTLEMAN CITY.
 FU3123'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3123'KETTLEMAN CITY, THENCE 6.5 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3123'1.2 MILES SOUTHEAST OF THE JUNCTION OF UTICA AVENUE, 0.1 MILE
 FU3123'SOUTH OF A SHARP CURVE, AT A FENCE CORNER, 42.2 FEET WEST OF
 FU3123'THE CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF THE FENCE CORNER
 FU3123'POST, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU3123'ROAD, AND WELDED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 FU3123'0.6 FOOT ABOVE THE GROUND.
 FU3123
 FU3123                          STATION RECOVERY (1966)
 FU3123
 FU3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3327 ***********************************************************************
 EV3327  DESIGNATION -  16 2 A
 EV3327  PID         -  EV3327
 EV3327  STATE/COUNTY-  CA/LOS ANGELES
 EV3327  USGS QUAD   -  BALDWIN PARK (1981)
 EV3327
 EV3327                         *CURRENT SURVEY CONTROL
 EV3327  ___________________________________________________________________
 EV3327* NAD 83(1986)-  34 05 49.     (N)    117 56 04.     (W)     SCALED    
 EV3327* NAVD 88     -       134.69   (+/-2cm)     441.9    (feet)  VERTCON   
 EV3327  ___________________________________________________________________
 EV3327  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EV3327  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3327
 EV3327.The horizontal coordinates were scaled from a topographic map and have
 EV3327.an estimated accuracy of +/- 6 seconds.
 EV3327
 EV3327.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3327.The vertical order pertains to the NGVD 29 superseded value.
 EV3327
 EV3327.The geoid height was determined by GEOID03.
 EV3327
 EV3327;                    North         East    Units  Estimated Accuracy
 EV3327;SPC CA 5     -   566,220.    2,006,050.      MT  (+/- 180 meters Scaled)
 EV3327
 EV3327                          SUPERSEDED SURVEY CONTROL
 EV3327
 EV3327  NGVD 29 (??/??/92)  133.92   (m)          439.4    (f) COMPUTED    1 2
 EV3327
 EV3327.Superseded values are not recommended for survey control.
 EV3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3327.See file dsdata.txt to determine how the superseded data were derived.
 EV3327
 EV3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT138732(NAD 83)
 EV3327_MARKER: DD = SURVEY DISK
 EV3327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3327_SP_SET: BRIDGE
 EV3327_STAMPING: BM 16-2A 1963 5869
 EV3327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3327
 EV3327  HISTORY     - Date     Condition        Report By
 EV3327  HISTORY     - 1963     MONUMENTED       CA-037
 EV3327  HISTORY     - 1975     GOOD             CA-037
 EV3327
 EV3327                          STATION DESCRIPTION
 EV3327
 EV3327'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3327'0.7 MI S FROM IRWINDALE.
 EV3327'IRWINDALE AVENUE, NORTH OF CYPRESS STREET AT BIG DALTON WASH, SET IN
 EV3327'THE NORTHWEST CORNER OF BRIDGE NO. B-1246, 6.3 FEET WESTERLY OF THE
 EV3327'WEST CURB OF IRWINDALE AVENUE AND 1.6 FEET NORTHWESTERLY OF THE
 EV3327'NORTHERLY WALL OF BIG DALTON WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3328 ***********************************************************************
 EV3328  DESIGNATION -  16 3 A
 EV3328  PID         -  EV3328
 EV3328  STATE/COUNTY-  CA/LOS ANGELES
 EV3328  USGS QUAD   -  BALDWIN PARK (1981)
 EV3328
 EV3328                         *CURRENT SURVEY CONTROL
 EV3328  ___________________________________________________________________
 EV3328* NAD 83(1986)-  34 05 23.     (N)    117 56 04.     (W)     SCALED    
 EV3328* NAVD 88     -       128.153  (meters)     420.45   (feet)  ADJUSTED  
 EV3328  ___________________________________________________________________
 EV3328  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EV3328  DYNAMIC HT  -         128.015 (meters)     420.00  (feet)  COMP
 EV3328  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 EV3328
 EV3328  VERT ORDER  -  FIRST     CLASS II
 EV3328
 EV3328.The horizontal coordinates were scaled from a topographic map and have
 EV3328.an estimated accuracy of +/- 6 seconds.
 EV3328
 EV3328.The orthometric height was determined by differential leveling
 EV3328.and adjusted in June 1991.
 EV3328
 EV3328.The geoid height was determined by GEOID03.
 EV3328
 EV3328.The dynamic height is computed by dividing the NAVD 88
 EV3328.geopotential number by the normal gravity value computed on the
 EV3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3328.degrees latitude (g = 980.6199 gals.).
 EV3328
 EV3328.The modeled gravity was interpolated from observed gravity values.
 EV3328
 EV3328;                    North         East    Units  Estimated Accuracy
 EV3328;SPC CA 5     -   565,420.    2,006,050.      MT  (+/- 180 meters Scaled)
 EV3328
 EV3328                          SUPERSEDED SURVEY CONTROL
 EV3328
 EV3328  NGVD 29 (??/??/92)  127.39   (m)          417.9    (f) COMPUTED    1 2
 EV3328
 EV3328.Superseded values are not recommended for survey control.
 EV3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3328.See file dsdata.txt to determine how the superseded data were derived.
 EV3328
 EV3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT137724(NAD 83)
 EV3328_MARKER: DD = SURVEY DISK
 EV3328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EV3328_SP_SET: CONCRETE BASE OF LIGHT POLE
 EV3328_STAMPING: BM 16-3A 1963 5869
 EV3328_MARK LOGO: CA-037
 EV3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3328+STABILITY: SURFACE MOTION
 EV3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV3328+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 EV3328
 EV3328  HISTORY     - Date     Condition        Report By
 EV3328  HISTORY     - 1963     MONUMENTED       CA-037
 EV3328  HISTORY     - 1975     GOOD             CA-037
 EV3328  HISTORY     - 19890510 GOOD             NGS
 EV3328
 EV3328                          STATION DESCRIPTION
 EV3328
 EV3328'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3328'1.2 MI S FROM IRWINDALE.
 EV3328'IRWINDALE AVENUE AND SAN BERNARDINO ROAD, AT THE SOUTHWEST CORNER, SET
 EV3328'IN THE CONCRETE BASE FOR A TRAFFIC SIGNAL, 1.4 FEET WESTERLY OF THE
 EV3328'FACE OF THE STREET CURB AND 1.1 FEET NORTHEAST OF THE TRAFFIC SIGNAL
 EV3328'POLE.
 EV3328
 EV3328                          STATION RECOVERY (1989)
 EV3328
 EV3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV3328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EV3328'IN COVINA AT THE INTERSECTION OF IRWINDALE AVE AND SAN BERNARDINO
 EV3328'ROADSET IN TOP OF THE CONCRETE BASE OF A SIGNAL LIGHT POLE
 EV3328'10.7M(35.1FT) S OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD
 EV3328'8.3M(27.2FT) W OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AVE
 EV3328'0.4M(1.3FT) SW OF THE WEST CURB OF THE AVE 0.3M(1.0FT) NE OF A SIGNAL
 EV3328'LIGHT POLE AND 0.2M(0.7FT) ABOVE THE AVENUE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1579 ***********************************************************************
 JT1579  DESIGNATION -  16 4
 JT1579  PID         -  JT1579
 JT1579  STATE/COUNTY-  CA/NAPA
 JT1579  USGS QUAD   -  NAPA (1980)
 JT1579
 JT1579                         *CURRENT SURVEY CONTROL
 JT1579  ___________________________________________________________________
 JT1579* NAD 83(1986)-  38 19 11.     (N)    122 19 06.     (W)     SCALED    
 JT1579* NAVD 88     -        29.54   (+/-2cm)      96.9    (feet)  VERTCON   
 JT1579  ___________________________________________________________________
 JT1579  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1579  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1579
 JT1579.The horizontal coordinates were scaled from a topographic map and have
 JT1579.an estimated accuracy of +/- 6 seconds.
 JT1579
 JT1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1579.The vertical order pertains to the NGVD 29 superseded value.
 JT1579
 JT1579.The geoid height was determined by GEOID03.
 JT1579
 JT1579;                    North         East    Units  Estimated Accuracy
 JT1579;SPC CA 2     -   572,540.    1,972,160.      MT  (+/- 180 meters Scaled)
 JT1579
 JT1579                          SUPERSEDED SURVEY CONTROL
 JT1579
 JT1579  NGVD 29 (??/??/92)   28.743  (m)           94.30   (f) ADJ UNCH    1 1
 JT1579
 JT1579.Superseded values are not recommended for survey control.
 JT1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1579.See file dsdata.txt to determine how the superseded data were derived.
 JT1579
 JT1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595415(NAD 83)
 JT1579_MARKER: DD = SURVEY DISK
 JT1579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1579_SP_SET: COPPER-CLAD STEEL ROD
 JT1579_STAMPING: 16 4 C OF N
 JT1579_MARK LOGO: CA2330
 JT1579_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1579
 JT1579  HISTORY     - Date     Condition        Report By
 JT1579  HISTORY     - 1972     MONUMENTED       CA2330
 JT1579
 JT1579                          STATION DESCRIPTION
 JT1579
 JT1579'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1579'3.2 MI (5.1 KM) NORTHWEST FROM THE COUNTY COURTHOUSE AT NAPA, AT
 JT1579'NORTHWEST CORNER OF THE INTERSECTION OF REDWOOD ROAD AND LINDA VISTA
 JT1579'AVENUE, IN SOUTHEAST CORNER OF TREE PLANTER SQUARE IN SIDEWALK
 JT1579'ADJACENT TO THE CURB, 33 FT (10.1 M) NORTH OF CENTERLINE OF REDWOOD
 JT1579'ROAD, 80 FT (24.4 M) WEST OF CENTERLINE OF LINDA VISTA AVENUE, 0.3 FT
 JT1579'(0.1 M) BELOW THE TOP OF A 10 INCH DIAMETER MONUMENT BOX SET FLUSH
 JT1579'WITH THE TOP OF THE CURB, WITH THE WORD MONUMENT CAST IN COVER, AND
 JT1579'SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT
 JT1579'25 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3329 ***********************************************************************
 EV3329  DESIGNATION -  16 4 A
 EV3329  PID         -  EV3329
 EV3329  STATE/COUNTY-  CA/LOS ANGELES
 EV3329  USGS QUAD   -  BALDWIN PARK (1981)
 EV3329
 EV3329                         *CURRENT SURVEY CONTROL
 EV3329  ___________________________________________________________________
 EV3329* NAD 83(1986)-  34 05 24.     (N)    117 56 42.     (W)     SCALED    
 EV3329* NAVD 88     -       123.45   (+/-2cm)     405.0    (feet)  VERTCON   
 EV3329  ___________________________________________________________________
 EV3329  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EV3329  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3329
 EV3329.The horizontal coordinates were scaled from a topographic map and have
 EV3329.an estimated accuracy of +/- 6 seconds.
 EV3329
 EV3329.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3329.The vertical order pertains to the NGVD 29 superseded value.
 EV3329
 EV3329.The geoid height was determined by GEOID03.
 EV3329
 EV3329;                    North         East    Units  Estimated Accuracy
 EV3329;SPC CA 5     -   565,450.    2,005,080.      MT  (+/- 180 meters Scaled)
 EV3329
 EV3329                          SUPERSEDED SURVEY CONTROL
 EV3329
 EV3329  NGVD 29 (??/??/92)  122.69   (m)          402.5    (f) COMPUTED    1 2
 EV3329
 EV3329.Superseded values are not recommended for survey control.
 EV3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3329.See file dsdata.txt to determine how the superseded data were derived.
 EV3329
 EV3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT128725(NAD 83)
 EV3329_MARKER: DD = SURVEY DISK
 EV3329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3329_SP_SET: WELL
 EV3329_STAMPING: LA CO. RD. 1950
 EV3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3329
 EV3329  HISTORY     - Date     Condition        Report By
 EV3329  HISTORY     - 1950     MONUMENTED       CA-037
 EV3329  HISTORY     - 1975     GOOD             CA-037
 EV3329
 EV3329                          STATION DESCRIPTION
 EV3329
 EV3329'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3329'1.3 MI N FROM WEST COVINA.
 EV3329'RAMONA BOULEVARD, AT THE FIRST P.I. WEST OF AZUSA CANYON ROAD, SET
 EV3329'ABOUT 9 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 EV3329'IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1681 ***********************************************************************
 JT1681  DESIGNATION -  16 6
 JT1681  PID         -  JT1681
 JT1681  STATE/COUNTY-  CA/NAPA
 JT1681  USGS QUAD   -  NAPA (1980)
 JT1681
 JT1681                         *CURRENT SURVEY CONTROL
 JT1681  ___________________________________________________________________
 JT1681* NAD 83(1986)-  38 19 17.     (N)    122 18 39.     (W)     SCALED    
 JT1681* NAVD 88     -        24.43   (+/-2cm)      80.2    (feet)  VERTCON   
 JT1681  ___________________________________________________________________
 JT1681  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1681  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1681
 JT1681.The horizontal coordinates were scaled from a topographic map and have
 JT1681.an estimated accuracy of +/- 6 seconds.
 JT1681
 JT1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1681.The vertical order pertains to the NGVD 29 superseded value.
 JT1681
 JT1681.The geoid height was determined by GEOID03.
 JT1681
 JT1681;                    North         East    Units  Estimated Accuracy
 JT1681;SPC CA 2     -   572,730.    1,972,820.      MT  (+/- 180 meters Scaled)
 JT1681
 JT1681                          SUPERSEDED SURVEY CONTROL
 JT1681
 JT1681  NGVD 29 (??/??/92)   23.64   (m)           77.6    (f) COMPUTED    1 1
 JT1681
 JT1681.Superseded values are not recommended for survey control.
 JT1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1681.See file dsdata.txt to determine how the superseded data were derived.
 JT1681
 JT1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602416(NAD 83)
 JT1681_MARKER: DD = SURVEY DISK
 JT1681_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1681+WITH SETTING: PAVEMENT
 JT1681_SP_SET: SIGN BASE
 JT1681_STAMPING: 16 6 C OF N
 JT1681_MARK LOGO: CA2330
 JT1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1681+STABILITY: SURFACE MOTION
 JT1681
 JT1681  HISTORY     - Date     Condition        Report By
 JT1681  HISTORY     - 1971     MONUMENTED       CA2330
 JT1681
 JT1681                          STATION DESCRIPTION
 JT1681
 JT1681'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1681'AT INTERSECTION OF SOLANO AVENUE AND REDWOOD ROAD, IN TEXACO SIGN
 JT1681'BASE, A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3332 ***********************************************************************
 EV3332  DESIGNATION -  16 7 A
 EV3332  PID         -  EV3332
 EV3332  STATE/COUNTY-  CA/LOS ANGELES
 EV3332  USGS QUAD   -  BALDWIN PARK (1981)
 EV3332
 EV3332                         *CURRENT SURVEY CONTROL
 EV3332  ___________________________________________________________________
 EV3332* NAD 83(1986)-  34 04 53.     (N)    117 57 01.     (W)     SCALED    
 EV3332* NAVD 88     -       116.00   (+/-2cm)     380.6    (feet)  VERTCON   
 EV3332  ___________________________________________________________________
 EV3332  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EV3332  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3332
 EV3332.The horizontal coordinates were scaled from a topographic map and have
 EV3332.an estimated accuracy of +/- 6 seconds.
 EV3332
 EV3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3332.The vertical order pertains to the NGVD 29 superseded value.
 EV3332
 EV3332.The geoid height was determined by GEOID03.
 EV3332
 EV3332;                    North         East    Units  Estimated Accuracy
 EV3332;SPC CA 5     -   564,490.    2,004,590.      MT  (+/- 180 meters Scaled)
 EV3332
 EV3332                          SUPERSEDED SURVEY CONTROL
 EV3332
 EV3332  NGVD 29 (??/??/92)  115.25   (m)          378.1    (f) COMPUTED    1 2
 EV3332
 EV3332.Superseded values are not recommended for survey control.
 EV3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3332.See file dsdata.txt to determine how the superseded data were derived.
 EV3332
 EV3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT123715(NAD 83)
 EV3332_MARKER: DD = SURVEY DISK
 EV3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3332_STAMPING: BM 16-7A 1966 5869
 EV3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3332+STABILITY: SURFACE MOTION
 EV3332
 EV3332  HISTORY     - Date     Condition        Report By
 EV3332  HISTORY     - 1966     MONUMENTED       CA-037
 EV3332  HISTORY     - 1975     GOOD             CA-037
 EV3332
 EV3332                          STATION DESCRIPTION
 EV3332
 EV3332'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3332'0.6 MI SE FROM BALDWIN PARK.
 EV3332'PUENTE AVENUE AND CHETNEY DRIVE AT ROOT STREET, AT THE SOUTHEAST
 EV3332'CORNER, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE
 EV3332'CURB 1.0 FOOT EASTERLY OF THE SOUTH END OF THE CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3333 ***********************************************************************
 EV3333  DESIGNATION -  16 8 A
 EV3333  PID         -  EV3333
 EV3333  STATE/COUNTY-  CA/LOS ANGELES
 EV3333  USGS QUAD   -  BALDWIN PARK (1981)
 EV3333
 EV3333                         *CURRENT SURVEY CONTROL
 EV3333  ___________________________________________________________________
 EV3333* NAD 83(1986)-  34 04 37.     (N)    117 57 18.     (W)     SCALED    
 EV3333* NAVD 88     -       112.40   (+/-2cm)     368.8    (feet)  VERTCON   
 EV3333  ___________________________________________________________________
 EV3333  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EV3333  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3333
 EV3333.The horizontal coordinates were scaled from a topographic map and have
 EV3333.an estimated accuracy of +/- 6 seconds.
 EV3333
 EV3333.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3333.The vertical order pertains to the NGVD 29 superseded value.
 EV3333
 EV3333.The geoid height was determined by GEOID03.
 EV3333
 EV3333;                    North         East    Units  Estimated Accuracy
 EV3333;SPC CA 5     -   564,000.    2,004,150.      MT  (+/- 180 meters Scaled)
 EV3333
 EV3333                          SUPERSEDED SURVEY CONTROL
 EV3333
 EV3333  NGVD 29 (??/??/92)  111.657  (m)          366.33   (f) ADJ UNCH    1 2
 EV3333
 EV3333.Superseded values are not recommended for survey control.
 EV3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3333.See file dsdata.txt to determine how the superseded data were derived.
 EV3333
 EV3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT118710(NAD 83)
 EV3333_MARKER: S = SPIKE
 EV3333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3333_SP_SET: CURB
 EV3333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3333
 EV3333  HISTORY     - Date     Condition        Report By
 EV3333  HISTORY     - UNK      MONUMENTED       CA-037
 EV3333  HISTORY     - 1975     GOOD             CA-037
 EV3333
 EV3333                          STATION DESCRIPTION
 EV3333
 EV3333'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EV3333'0.7 MI SSE FROM BALDWIN PARK.
 EV3333'PUENTE AVENUE AND CLYDEWOOD AVENUE AT THE SOUTHERLY CORNER, SET FLUSH
 EV3333'IN THE EASTERLY CURB OF PUENTE AVENUE 105.5 FEET SOUTHWESTERLY OF THE
 EV3333'SOUTHWEST END OF THE CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3335 ***********************************************************************
 EV3335  DESIGNATION -  16 9
 EV3335  PID         -  EV3335
 EV3335  STATE/COUNTY-  CA/LOS ANGELES
 EV3335  USGS QUAD   -  BALDWIN PARK (1981)
 EV3335
 EV3335                         *CURRENT SURVEY CONTROL
 EV3335  ___________________________________________________________________
 EV3335* NAD 83(1986)-  34 04 18.     (N)    117 57 37.     (W)     SCALED    
 EV3335* NAVD 88     -       107.13   (+/-2cm)     351.5    (feet)  VERTCON   
 EV3335  ___________________________________________________________________
 EV3335  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EV3335  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3335
 EV3335.The horizontal coordinates were scaled from a topographic map and have
 EV3335.an estimated accuracy of +/- 6 seconds.
 EV3335
 EV3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3335.The vertical order pertains to the NGVD 29 superseded value.
 EV3335
 EV3335.The geoid height was determined by GEOID03.
 EV3335
 EV3335;                    North         East    Units  Estimated Accuracy
 EV3335;SPC CA 5     -   563,410.    2,003,670.      MT  (+/- 180 meters Scaled)
 EV3335
 EV3335                          SUPERSEDED SURVEY CONTROL
 EV3335
 EV3335  NGVD 29 (??/??/92)  106.392  (m)          349.05   (f) ADJ UNCH    1 2
 EV3335
 EV3335.Superseded values are not recommended for survey control.
 EV3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3335.See file dsdata.txt to determine how the superseded data were derived.
 EV3335
 EV3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT113705(NAD 83)
 EV3335_MARKER: DD = SURVEY DISK
 EV3335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3335_SP_SET: STORM DRAIN
 EV3335_STAMPING: 16-9A 1966 5869
 EV3335
 EV3335  HISTORY     - Date     Condition        Report By
 EV3335  HISTORY     - UNK      MONUMENTED       CA-037
 EV3335  HISTORY     - 1971     GOOD             CA-037
 EV3335  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 EV3335
 EV3335                          STATION DESCRIPTION
 EV3335
 EV3335'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EV3335'1.0 MI S FROM BALDWIN PARK.
 EV3335'PUENTE AVENUE AND MERCED AVENUE, 64.0 FEET SOUTHERLY OF THE CENTER
 EV3335'LINE OF MERCED AVENUE AND 16.5 FEET WESTERLY OF THE WESTERLY CURB OF
 EV3335'PUENTE AVENUE, SET IN THE SOUTHEASTERLY CORNER OF A 4 FOOT DEEP OPEN
 EV3335'CONCRETE STORM DRAIN.
 EV3335
 EV3335                          STATION RECOVERY (1975)
 EV3335
 EV3335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 EV3335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1671 ***********************************************************************
 JT1671  DESIGNATION -  16 A
 JT1671  PID         -  JT1671
 JT1671  STATE/COUNTY-  CA/NAPA
 JT1671  USGS QUAD   -  NAPA (1980)
 JT1671
 JT1671                         *CURRENT SURVEY CONTROL
 JT1671  ___________________________________________________________________
 JT1671* NAD 83(1986)-  38 19 45.     (N)    122 20 16.     (W)     SCALED    
 JT1671* NAVD 88     -        35.51   (+/-2cm)     116.5    (feet)  VERTCON   
 JT1671  ___________________________________________________________________
 JT1671  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JT1671  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1671
 JT1671.The horizontal coordinates were scaled from a topographic map and have
 JT1671.an estimated accuracy of +/- 6 seconds.
 JT1671
 JT1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1671.The vertical order pertains to the NGVD 29 superseded value.
 JT1671
 JT1671.The geoid height was determined by GEOID03.
 JT1671
 JT1671;                    North         East    Units  Estimated Accuracy
 JT1671;SPC CA 2     -   573,600.    1,970,470.      MT  (+/- 180 meters Scaled)
 JT1671
 JT1671                          SUPERSEDED SURVEY CONTROL
 JT1671
 JT1671  NGVD 29 (??/??/92)   34.699  (m)          113.84   (f) ADJ UNCH    1 1
 JT1671
 JT1671.Superseded values are not recommended for survey control.
 JT1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1671.See file dsdata.txt to determine how the superseded data were derived.
 JT1671
 JT1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH578425(NAD 83)
 JT1671_MARKER: DD = SURVEY DISK
 JT1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1671_SP_SET: CONCRETE POST
 JT1671_MARK LOGO: CA2330
 JT1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1671+STABILITY: SURFACE MOTION
 JT1671
 JT1671  HISTORY     - Date     Condition        Report By
 JT1671  HISTORY     - 1971     MONUMENTED       CA2330
 JT1671
 JT1671                          STATION DESCRIPTION
 JT1671
 JT1671'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1671'ALONG DRY CREEK ROAD, 1000 FT (304.8 M) NORTH ON VINE HILL DRIVE, 10
 JT1671'FT (3.0 M) EAST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1671'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1670 ***********************************************************************
 JT1670  DESIGNATION -  16 A 1
 JT1670  PID         -  JT1670
 JT1670  STATE/COUNTY-  CA/NAPA
 JT1670  USGS QUAD   -  NAPA (1980)
 JT1670
 JT1670                         *CURRENT SURVEY CONTROL
 JT1670  ___________________________________________________________________
 JT1670* NAD 83(1986)-  38 19 35.     (N)    122 20 07.     (W)     SCALED    
 JT1670* NAVD 88     -        32.51   (+/-2cm)     106.7    (feet)  VERTCON   
 JT1670  ___________________________________________________________________
 JT1670  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1670  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1670
 JT1670.The horizontal coordinates were scaled from a topographic map and have
 JT1670.an estimated accuracy of +/- 6 seconds.
 JT1670
 JT1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1670.The vertical order pertains to the NGVD 29 superseded value.
 JT1670
 JT1670.The geoid height was determined by GEOID03.
 JT1670
 JT1670;                    North         East    Units  Estimated Accuracy
 JT1670;SPC CA 2     -   573,290.    1,970,680.      MT  (+/- 180 meters Scaled)
 JT1670
 JT1670                          SUPERSEDED SURVEY CONTROL
 JT1670
 JT1670  NGVD 29 (??/??/92)   31.711  (m)          104.04   (f) ADJ UNCH    1 1
 JT1670
 JT1670.Superseded values are not recommended for survey control.
 JT1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1670.See file dsdata.txt to determine how the superseded data were derived.
 JT1670
 JT1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH581422(NAD 83)
 JT1670_MARKER: DD = SURVEY DISK
 JT1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1670_SP_SET: CONCRETE POST
 JT1670_MARK LOGO: CA2330
 JT1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1670+STABILITY: SURFACE MOTION
 JT1670
 JT1670  HISTORY     - Date     Condition        Report By
 JT1670  HISTORY     - 1971     MONUMENTED       CA2330
 JT1670
 JT1670                          STATION DESCRIPTION
 JT1670
 JT1670'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1670'ALONG DRY CREEK ROAD, 1330 FT (405.4 M) NORTH ON TROWER AT NO. 2080,
 JT1670'10 FT (3.0 M) EAST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT1670'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1672 ***********************************************************************
 JT1672  DESIGNATION -  16 A 2
 JT1672  PID         -  JT1672
 JT1672  STATE/COUNTY-  CA/NAPA
 JT1672  USGS QUAD   -  NAPA (1980)
 JT1672
 JT1672                         *CURRENT SURVEY CONTROL
 JT1672  ___________________________________________________________________
 JT1672* NAD 83(1986)-  38 19 55.     (N)    122 20 26.     (W)     SCALED    
 JT1672* NAVD 88     -        38.64   (+/-2cm)     126.8    (feet)  VERTCON   
 JT1672  ___________________________________________________________________
 JT1672  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT1672  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1672
 JT1672.The horizontal coordinates were scaled from a topographic map and have
 JT1672.an estimated accuracy of +/- 6 seconds.
 JT1672
 JT1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1672.The vertical order pertains to the NGVD 29 superseded value.
 JT1672
 JT1672.The geoid height was determined by GEOID03.
 JT1672
 JT1672;                    North         East    Units  Estimated Accuracy
 JT1672;SPC CA 2     -   573,910.    1,970,220.      MT  (+/- 180 meters Scaled)
 JT1672
 JT1672                          SUPERSEDED SURVEY CONTROL
 JT1672
 JT1672  NGVD 29 (??/??/92)   37.830  (m)          124.11   (f) ADJ UNCH    1 1
 JT1672
 JT1672.Superseded values are not recommended for survey control.
 JT1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1672.See file dsdata.txt to determine how the superseded data were derived.
 JT1672
 JT1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576428(NAD 83)
 JT1672_MARKER: DD = SURVEY DISK
 JT1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1672_SP_SET: CONCRETE POST
 JT1672_MARK LOGO: CA2330
 JT1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1672+STABILITY: SURFACE MOTION
 JT1672
 JT1672  HISTORY     - Date     Condition        Report By
 JT1672  HISTORY     - 1971     MONUMENTED       CA2330
 JT1672
 JT1672                          STATION DESCRIPTION
 JT1672
 JT1672'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1672'ALONG DRY CREEK ROAD, 1200 FT (365.8 M) SOUTH ON LINDA VISTA, NORTH OF
 JT1672'NO. 2253, 10 FT (3.0 M) EAST OF CENTERLINE, A WELL TYPE MONUMENT WITH
 JT1672'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1667 ***********************************************************************
 JT1667  DESIGNATION -  16 B
 JT1667  PID         -  JT1667
 JT1667  STATE/COUNTY-  CA/NAPA
 JT1667  USGS QUAD   -  NAPA (1980)
 JT1667
 JT1667                         *CURRENT SURVEY CONTROL
 JT1667  ___________________________________________________________________
 JT1667* NAD 83(1986)-  38 19 23.     (N)    122 19 55.     (W)     SCALED    
 JT1667* NAVD 88     -        33.60   (+/-2cm)     110.2    (feet)  VERTCON   
 JT1667  ___________________________________________________________________
 JT1667  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1667  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1667
 JT1667.The horizontal coordinates were scaled from a topographic map and have
 JT1667.an estimated accuracy of +/- 6 seconds.
 JT1667
 JT1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1667.The vertical order pertains to the NGVD 29 superseded value.
 JT1667
 JT1667.The geoid height was determined by GEOID03.
 JT1667
 JT1667;                    North         East    Units  Estimated Accuracy
 JT1667;SPC CA 2     -   572,920.    1,970,970.      MT  (+/- 180 meters Scaled)
 JT1667
 JT1667                          SUPERSEDED SURVEY CONTROL
 JT1667
 JT1667  NGVD 29 (??/??/92)   32.798  (m)          107.60   (f) ADJ UNCH    1 1
 JT1667
 JT1667.Superseded values are not recommended for survey control.
 JT1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1667.See file dsdata.txt to determine how the superseded data were derived.
 JT1667
 JT1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH583418(NAD 83)
 JT1667_MARKER: DD = SURVEY DISK
 JT1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1667_SP_SET: CONCRETE POST
 JT1667_MARK LOGO: CA2330
 JT1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1667+STABILITY: SURFACE MOTION
 JT1667
 JT1667  HISTORY     - Date     Condition        Report By
 JT1667  HISTORY     - 1971     MONUMENTED       CA2330
 JT1667
 JT1667                          STATION DESCRIPTION
 JT1667
 JT1667'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1667'AT INTERSECTION OF DRY CREEK ROAD AND TROWER, 10 FEET BY 10 FEET
 JT1667'SOUTHEAST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1668 ***********************************************************************
 JT1668  DESIGNATION -  16 B 1
 JT1668  PID         -  JT1668
 JT1668  STATE/COUNTY-  CA/NAPA
 JT1668  USGS QUAD   -  NAPA (1980)
 JT1668
 JT1668                         *CURRENT SURVEY CONTROL
 JT1668  ___________________________________________________________________
 JT1668* NAD 83(1986)-  38 19 13.     (N)    122 19 45.     (W)     SCALED    
 JT1668* NAVD 88     -        35.43   (+/-2cm)     116.2    (feet)  VERTCON   
 JT1668  ___________________________________________________________________
 JT1668  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1668  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1668
 JT1668.The horizontal coordinates were scaled from a topographic map and have
 JT1668.an estimated accuracy of +/- 6 seconds.
 JT1668
 JT1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1668.The vertical order pertains to the NGVD 29 superseded value.
 JT1668
 JT1668.The geoid height was determined by GEOID03.
 JT1668
 JT1668;                    North         East    Units  Estimated Accuracy
 JT1668;SPC CA 2     -   572,610.    1,971,220.      MT  (+/- 180 meters Scaled)
 JT1668
 JT1668                          SUPERSEDED SURVEY CONTROL
 JT1668
 JT1668  NGVD 29 (??/??/92)   34.629  (m)          113.61   (f) ADJ UNCH    1 1
 JT1668
 JT1668.Superseded values are not recommended for survey control.
 JT1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1668.See file dsdata.txt to determine how the superseded data were derived.
 JT1668
 JT1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586415(NAD 83)
 JT1668_MARKER: DD = SURVEY DISK
 JT1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1668_SP_SET: CONCRETE POST
 JT1668_MARK LOGO: CA2330
 JT1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1668+STABILITY: SURFACE MOTION
 JT1668
 JT1668  HISTORY     - Date     Condition        Report By
 JT1668  HISTORY     - 1971     MONUMENTED       CA2330
 JT1668
 JT1668                          STATION DESCRIPTION
 JT1668
 JT1668'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1668'ALONG DRY CREEK ROAD, 1245 FT (379.5 M) SOUTH ON TROWER, 10 FT
 JT1668'(3.0 M) EAST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1668'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1025 ***********************************************************************
 FT1025  DESIGNATION -  16 BIS
 FT1025  PID         -  FT1025
 FT1025  STATE/COUNTY-  CA/KERN
 FT1025  USGS QUAD   -  CANTIL (1973)
 FT1025
 FT1025                         *CURRENT SURVEY CONTROL
 FT1025  ___________________________________________________________________
 FT1025* NAD 83(1986)-  35 18 44.     (N)    117 59 13.     (W)     SCALED    
 FT1025* NAVD 88     -       649.878  (meters)    2132.14   (feet)  ADJUSTED  
 FT1025  ___________________________________________________________________
 FT1025  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FT1025  DYNAMIC HT  -         649.154 (meters)    2129.77  (feet)  COMP
 FT1025  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 FT1025  OBS GRAVITY -     979,503.9   (mgal)                       GRAV_OBS
 FT1025
 FT1025  VERT ORDER  -  FIRST     CLASS I
 FT1025
 FT1025.The horizontal coordinates were scaled from a topographic map and have
 FT1025.an estimated accuracy of +/- 6 seconds.
 FT1025
 FT1025.The orthometric height was determined by differential leveling
 FT1025.and adjusted in June 1991.
 FT1025.WARNING-Repeat measurements at this control monument indicate possible
 FT1025.vertical movement.
 FT1025
 FT1025.The geoid height was determined by GEOID03.
 FT1025
 FT1025.The dynamic height is computed by dividing the NAVD 88
 FT1025.geopotential number by the normal gravity value computed on the
 FT1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1025.degrees latitude (g = 980.6199 gals.).
 FT1025
 FT1025.The modeled gravity was interpolated from observed gravity values.
 FT1025.The observed gravity was obtained from relative gravimeter ties
 FT1025.to the IGSN71 gravity network.
 FT1025
 FT1025;                    North         East    Units  Estimated Accuracy
 FT1025;SPC CA 5     -   701,030.    2,001,190.      MT  (+/- 180 meters Scaled)
 FT1025
 FT1025                          SUPERSEDED SURVEY CONTROL
 FT1025
 FT1025  NGVD 29 (??/??/92)  649.046  (m)         2129.41   (f) ADJ UNCH    1 1
 FT1025
 FT1025.Superseded values are not recommended for survey control.
 FT1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1025.See file dsdata.txt to determine how the superseded data were derived.
 FT1025
 FT1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV102081(NAD 83)
 FT1025_MARKER: DB = BENCH MARK DISK
 FT1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1025_SP_SET: CONCRETE POST
 FT1025_STAMPING: 16 BIS 1966
 FT1025_MARK LOGO: USGS  
 FT1025_PROJECTION: PROJECTING 6 CENTIMETERS
 FT1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1025+STABILITY: SURFACE MOTION
 FT1025
 FT1025  HISTORY     - Date     Condition        Report By
 FT1025  HISTORY     - 1966     MONUMENTED       USGS
 FT1025  HISTORY     - 1977     GOOD             NGS
 FT1025  HISTORY     - 1983     GOOD             NGS
 FT1025
 FT1025                          STATION DESCRIPTION
 FT1025
 FT1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1025'1.6 MI NORTH FROM CANTIL.
 FT1025'1.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1025'CANTIL, AT THE Y-JUNCTION OF HIGHWAY 14 AND RANDSBURG ROAD, 37.0 FT.
 FT1025'WEST OF THE CENTER LINE OF SOUTHBOUND LANES, 68.0 FT. NORTHEAST OF
 FT1025'POWER LINE POLE WITH TWO SETS OF GUY WIRES FORMING A T-JUNCTION OF
 FT1025'POWER LINES.
 FT1025
 FT1025                          STATION RECOVERY (1983)
 FT1025
 FT1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FT1025'RECOVERED IN GOOD CONDITION.  THE 1977 DESCRIPION IS ADEQUATE EXCEPT
 FT1025'OMIT--20.7 METERS (68 FT) NORTHEAST OF A POWER LINE POLE WITH TWO SETS
 FT1025'OF GUY WIRES FORMING A T JUNCTION OF POWER LINES.  ADD--2.1 METERS
 FT1025'(7 FT) EAST OF A POWER POLE WITH TWO GUY WIRES ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0235 ***********************************************************************
 MX0235  DESIGNATION -  16 C
 MX0235  PID         -  MX0235
 MX0235  STATE/COUNTY-  CA/SISKIYOU
 MX0235  USGS QUAD   -  SCOTT MOUNTAIN (1986)
 MX0235
 MX0235                         *CURRENT SURVEY CONTROL
 MX0235  ___________________________________________________________________
 MX0235* NAD 83(1986)-  41 16 56.     (N)    122 42 06.     (W)     SCALED    
 MX0235* NAVD 88     -      1583.619  (meters)    5195.59   (feet)  ADJUSTED  
 MX0235  ___________________________________________________________________
 MX0235  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 MX0235  DYNAMIC HT  -        1582.490 (meters)    5191.89  (feet)  COMP
 MX0235  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 MX0235
 MX0235  VERT ORDER  -  SECOND    CLASS 0
 MX0235
 MX0235.The horizontal coordinates were scaled from a topographic map and have
 MX0235.an estimated accuracy of +/- 6 seconds.
 MX0235
 MX0235.The orthometric height was determined by differential leveling
 MX0235.and adjusted in June 1991.
 MX0235
 MX0235.The geoid height was determined by GEOID03.
 MX0235
 MX0235.The dynamic height is computed by dividing the NAVD 88
 MX0235.geopotential number by the normal gravity value computed on the
 MX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0235.degrees latitude (g = 980.6199 gals.).
 MX0235
 MX0235.The modeled gravity was interpolated from observed gravity values.
 MX0235
 MX0235;                    North         East    Units  Estimated Accuracy
 MX0235;SPC CA 1     -   716,640.    1,941,220.      MT  (+/- 180 meters Scaled)
 MX0235
 MX0235                          SUPERSEDED SURVEY CONTROL
 MX0235
 MX0235  NGVD 29 (??/??/??) 1582.536  (m)         5192.04   (f) ADJUSTED    2 0
 MX0235
 MX0235.Superseded values are not recommended for survey control.
 MX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0235.See file dsdata.txt to determine how the superseded data were derived.
 MX0235
 MX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL249701(NAD 83)
 MX0235_MARKER: DB = BENCH MARK DISK
 MX0235_SETTING: 66 = SET IN ROCK OUTCROP
 MX0235_SP_SET: ROCK OUTCROP
 MX0235_STAMPING: 16 C 1931
 MX0235_MARK LOGO: USGS  
 MX0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MX0235+STABILITY: POSITION/ELEVATION WELL
 MX0235
 MX0235  HISTORY     - Date     Condition        Report By
 MX0235  HISTORY     - 1931     MONUMENTED       USGS
 MX0235  HISTORY     - 1952     GOOD             CGS
 MX0235
 MX0235                          STATION DESCRIPTION
 MX0235
 MX0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0235'7.4 MI SE FROM CALLAHAN.
 MX0235'7.4 MILES SOUTHEAST ALONG THE CARRVILLE-CALLAHAN ROAD FROM THE
 MX0235'POST OFFICE AT CALLAHAN, IN THE TOP OF A LARGE ROCK OUTCROP,
 MX0235'82.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37.0 FEET
 MX0235'NORTHEAST OF A TRIANGULAR BLAZED SUGAR PINE TREE, ABOUT 35.0
 MX0235'FEET HIGHER THAN THE LEVEL OF THE ROAD, AND MARKED WITH THE
 MX0235'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1666 ***********************************************************************
 JT1666  DESIGNATION -  16 C
 JT1666  PID         -  JT1666
 JT1666  STATE/COUNTY-  CA/NAPA
 JT1666  USGS QUAD   -  NAPA (1980)
 JT1666
 JT1666                         *CURRENT SURVEY CONTROL
 JT1666  ___________________________________________________________________
 JT1666* NAD 83(1986)-  38 19 05.     (N)    122 19 39.     (W)     SCALED    
 JT1666* NAVD 88     -        36.54   (+/-2cm)     119.9    (feet)  VERTCON   
 JT1666  ___________________________________________________________________
 JT1666  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1666  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1666
 JT1666.The horizontal coordinates were scaled from a topographic map and have
 JT1666.an estimated accuracy of +/- 6 seconds.
 JT1666
 JT1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1666.The vertical order pertains to the NGVD 29 superseded value.
 JT1666
 JT1666.The geoid height was determined by GEOID03.
 JT1666
 JT1666;                    North         East    Units  Estimated Accuracy
 JT1666;SPC CA 2     -   572,360.    1,971,360.      MT  (+/- 180 meters Scaled)
 JT1666
 JT1666                          SUPERSEDED SURVEY CONTROL
 JT1666
 JT1666  NGVD 29 (??/??/92)   35.741  (m)          117.26   (f) ADJ UNCH    1 1
 JT1666
 JT1666.Superseded values are not recommended for survey control.
 JT1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1666.See file dsdata.txt to determine how the superseded data were derived.
 JT1666
 JT1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH587413(NAD 83)
 JT1666_MARKER: DD = SURVEY DISK
 JT1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1666_SP_SET: CONCRETE POST
 JT1666_STAMPING: 16 C CITY OF NAPA
 JT1666_MARK LOGO: CA2330
 JT1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1666+STABILITY: SURFACE MOTION
 JT1666
 JT1666  HISTORY     - Date     Condition        Report By
 JT1666  HISTORY     - 1971     MONUMENTED       CA2330
 JT1666
 JT1666                          STATION DESCRIPTION
 JT1666
 JT1666'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1666'ALONG REDWOOD ROAD, 10 FT (3.0 M) WEST ON DRY CREEK, NORTH ON SIDE AT
 JT1666'TOP OF CREEK BANK, A WELL TYPE CONCRETE MONUMENT WITH BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0386 ***********************************************************************
 DY0386  DESIGNATION -  16 C OF LB
 DY0386  PID         -  DY0386
 DY0386  STATE/COUNTY-  CA/LOS ANGELES
 DY0386  USGS QUAD   -  LONG BEACH (1981)
 DY0386
 DY0386                         *CURRENT SURVEY CONTROL
 DY0386  ___________________________________________________________________
 DY0386* NAD 83(1986)-  33 45 52.     (N)    118 10 00.     (W)     SCALED    
 DY0386* NAVD 88     -        17.85   (+/-2cm)      58.6    (feet)  VERTCON   
 DY0386  ___________________________________________________________________
 DY0386  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY0386  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0386
 DY0386.The horizontal coordinates were scaled from a topographic map and have
 DY0386.an estimated accuracy of +/- 6 seconds.
 DY0386
 DY0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0386.The vertical order pertains to the NGVD 29 superseded value.
 DY0386
 DY0386.The geoid height was determined by GEOID03.
 DY0386
 DY0386;                    North         East    Units  Estimated Accuracy
 DY0386;SPC CA 5     -   529,350.    1,984,560.      MT  (+/- 180 meters Scaled)
 DY0386
 DY0386                          SUPERSEDED SURVEY CONTROL
 DY0386
 DY0386  NGVD 29 (??/??/92)   17.049  (m)           55.93   (f) ADJ UNCH    1 2
 DY0386
 DY0386.Superseded values are not recommended for survey control.
 DY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0386.See file dsdata.txt to determine how the superseded data were derived.
 DY0386
 DY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919366(NAD 83)
 DY0386_MARKER: DD = SURVEY DISK
 DY0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0386_STAMPING: BM NO 16
 DY0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0386+STABILITY: SURFACE MOTION
 DY0386
 DY0386  HISTORY     - Date     Condition        Report By
 DY0386  HISTORY     - UNK      MONUMENTED       CA1970
 DY0386  HISTORY     - 1954     GOOD             NGS
 DY0386  HISTORY     - 1964     GOOD             NGS
 DY0386
 DY0386                          STATION DESCRIPTION
 DY0386
 DY0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0386'AT LONG BEACH.
 DY0386'AT LONG BEACH, 1.3 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0386'JUNCTION OF AMERICAN AVENUE, AT THE JUNCTION OF JUNIPERO AVENUE,
 DY0386'BETWEEN THE SIDEWALK AND THE EAST CURB OF THE AVENUE, 30.6 FEET
 DY0386'NORTH OF THE NORTH CURB OF THE BOULEVARD, 4.2 FEET WEST OF THE
 DY0386'WEST EDGE OF THE SIDEWALK, 2.9 FEET EAST OF THE EAST CURB OF
 DY0386'THE AVENUE, 1.2 FEET UNDERGROUND, AND SET IN THE TOP OF A
 DY0386'CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH
 DY0386'A CAST IRON COVER MARKED LBBM.
 DY0386
 DY0386                          STATION RECOVERY (1964)
 DY0386
 DY0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0498 ***********************************************************************
 HT0498  DESIGNATION -  16 CAHD
 HT0498  PID         -  HT0498
 HT0498  STATE/COUNTY-  CA/SAN MATEO
 HT0498  USGS QUAD   -  SAN MATEO (1997)
 HT0498
 HT0498                         *CURRENT SURVEY CONTROL
 HT0498  ___________________________________________________________________
 HT0498* NAD 83(1986)-  37 31 47.     (N)    122 21 46.     (W)     SCALED    
 HT0498* NAVD 88     -        90.08   (+/-2cm)     295.5    (feet)  VERTCON   
 HT0498  ___________________________________________________________________
 HT0498  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HT0498  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0498
 HT0498.The horizontal coordinates were scaled from a topographic map and have
 HT0498.an estimated accuracy of +/- 6 seconds.
 HT0498
 HT0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0498.The vertical order pertains to the NGVD 29 superseded value.
 HT0498
 HT0498.The geoid height was determined by GEOID03.
 HT0498
 HT0498;                    North         East    Units  Estimated Accuracy
 HT0498;SPC CA 3     -   615,920.    1,835,370.      MT  (+/- 180 meters Scaled)
 HT0498
 HT0498                          SUPERSEDED SURVEY CONTROL
 HT0498
 HT0498  NGVD 29 (??/??/92)   89.218  (m)          292.71   (f) ADJ UNCH    1 2
 HT0498
 HT0498.Superseded values are not recommended for survey control.
 HT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0498.See file dsdata.txt to determine how the superseded data were derived.
 HT0498
 HT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG563538(NAD 83)
 HT0498_MARKER: N = NAIL
 HT0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0498_SP_SET: PIER
 HT0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0498
 HT0498  HISTORY     - Date     Condition        Report By
 HT0498  HISTORY     - UNK      MONUMENTED       CADH
 HT0498  HISTORY     - 1960     GOOD             NGS
 HT0498  HISTORY     - 1967     GOOD             NGS
 HT0498
 HT0498                          STATION DESCRIPTION
 HT0498
 HT0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HT0498'4 MI SW FROM SAN MATEO.
 HT0498'ABOUT 0.7 MILE SOUTHWEST ALONG THIRD AVENUE FROM THE SOUTHERN
 HT0498'PACIFIC STATION AT SAN MATEO, THENCE 3.2 MILES SOUTHWEST ALONG
 HT0498'CRYSTAL SPRINGS ROAD, THENCE 0.1 MILE SOUTH ALONG SKYLINE
 HT0498'BOULEVARD, NEAR THE NORTH END OF BRIDGE 35-05 OVER CRYSTAL SPRINGS
 HT0498'DAM, ABOUT 65 FEET WEST OF BENCH MARK P 386, IN THE TOP OF A
 HT0498'2 X 6-INCH TIDE STAFF ATTACHED TO THE SIDE OF A 12 X 12-INCH
 HT0498'CONCRETE PIER, 55 FEET NORTHWEST OF THE GATE TO THE FIRST GATE
 HT0498'HOUSE WEST OF THE DAM AND ABOUT 8 FEET LOWER THAN THE ROAD.
 HT0498
 HT0498                          STATION RECOVERY (1967)
 HT0498
 HT0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1679 ***********************************************************************
 JT1679  DESIGNATION -  16 D
 JT1679  PID         -  JT1679
 JT1679  STATE/COUNTY-  CA/NAPA
 JT1679  USGS QUAD   -  NAPA (1980)
 JT1679
 JT1679                         *CURRENT SURVEY CONTROL
 JT1679  ___________________________________________________________________
 JT1679* NAD 83(1986)-  38 19 07.     (N)    122 19 20.     (W)     SCALED    
 JT1679* NAVD 88     -        32.86   (+/-2cm)     107.8    (feet)  VERTCON   
 JT1679  ___________________________________________________________________
 JT1679  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1679  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1679
 JT1679.The horizontal coordinates were scaled from a topographic map and have
 JT1679.an estimated accuracy of +/- 6 seconds.
 JT1679
 JT1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1679.The vertical order pertains to the NGVD 29 superseded value.
 JT1679
 JT1679.The geoid height was determined by GEOID03.
 JT1679
 JT1679;                    North         East    Units  Estimated Accuracy
 JT1679;SPC CA 2     -   572,420.    1,971,820.      MT  (+/- 180 meters Scaled)
 JT1679
 JT1679                          SUPERSEDED SURVEY CONTROL
 JT1679
 JT1679  NGVD 29 (??/??/92)   32.07   (m)          105.2    (f) COMPUTED    1 1
 JT1679
 JT1679.Superseded values are not recommended for survey control.
 JT1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1679.See file dsdata.txt to determine how the superseded data were derived.
 JT1679
 JT1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592413(NAD 83)
 JT1679_MARKER: DD = SURVEY DISK
 JT1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1679_SP_SET: CONCRETE POST
 JT1679_STAMPING: 16 D CITY OF NAPA
 JT1679_MARK LOGO: CA2330
 JT1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1679+STABILITY: SURFACE MOTION
 JT1679
 JT1679  HISTORY     - Date     Condition        Report By
 JT1679  HISTORY     - 1971     MONUMENTED       CA2330
 JT1679
 JT1679                          STATION DESCRIPTION
 JT1679
 JT1679'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1679'AT INTERSECTION OF REDWOOD ROAD AND MCLEOD, 10 FEET BY 10 FEET
 JT1679'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1019 ***********************************************************************
 HR1019  DESIGNATION -  16 DOR
 HR1019  PID         -  HR1019
 HR1019  STATE/COUNTY-  CA/MONO
 HR1019  USGS QUAD   -  JUNE LAKE (1994)
 HR1019
 HR1019                         *CURRENT SURVEY CONTROL
 HR1019  ___________________________________________________________________
 HR1019* NAD 83(1986)-  37 47 24.     (N)    119 01 50.     (W)     SCALED    
 HR1019* NAVD 88     -      2422.658  (meters)    7948.34   (feet)  ADJUSTED  
 HR1019  ___________________________________________________________________
 HR1019  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 HR1019  DYNAMIC HT  -        2419.549 (meters)    7938.14  (feet)  COMP
 HR1019  MODELED GRAV-     979,258.8   (mgal)                       NAVD 88
 HR1019
 HR1019  VERT ORDER  -  FIRST     CLASS I
 HR1019
 HR1019.The horizontal coordinates were scaled from a topographic map and have
 HR1019.an estimated accuracy of +/- 6 seconds.
 HR1019
 HR1019.The orthometric height was determined by differential leveling
 HR1019.and adjusted in June 1991.
 HR1019
 HR1019.The geoid height was determined by GEOID03.
 HR1019
 HR1019.The dynamic height is computed by dividing the NAVD 88
 HR1019.geopotential number by the normal gravity value computed on the
 HR1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1019.degrees latitude (g = 980.6199 gals.).
 HR1019
 HR1019.The modeled gravity was interpolated from observed gravity values.
 HR1019
 HR1019;                    North         East    Units  Estimated Accuracy
 HR1019;SPC CA 3     -   644,180.    2,129,420.      MT  (+/- 180 meters Scaled)
 HR1019
 HR1019                          SUPERSEDED SURVEY CONTROL
 HR1019
 HR1019.No superseded survey control is available for this station.
 HR1019
 HR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB212844(NAD 83)
 HR1019_MARKER: DD = SURVEY DISK
 HR1019_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1019+WITH SETTING: INFORMATION.
 HR1019_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR1019_STAMPING: 16 DOR 1975
 HR1019_MARK LOGO: USGS  
 HR1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR1019+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR1019
 HR1019  HISTORY     - Date     Condition        Report By
 HR1019  HISTORY     - 1975     MONUMENTED       USGS
 HR1019  HISTORY     - 1985     GOOD             USGS
 HR1019  HISTORY     - 1986     GOOD             NGS
 HR1019  HISTORY     - 1987     GOOD             NGS
 HR1019  HISTORY     - 19881010 GOOD             NGS
 HR1019
 HR1019                          STATION DESCRIPTION
 HR1019
 HR1019'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1019'RECOVERED IN GOOD CONDITION.
 HR1019
 HR1019                          STATION RECOVERY (1986)
 HR1019
 HR1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1019'7.9 KM (4.9 MI) EAST FROM JUNE LAKE.
 HR1019'4.44 KM (2.76 MI) NORTHEAST ALONG STATE HIGHWAY 158 FROM THE POST
 HR1019'OFFICE IN JUNE LAKE, THENCE 3.43 KM (2.13 MI) SOUTH ALONG US HIGHWAY
 HR1019'395, SOUTHWEST AND DIRECTLY ACROSS THE HIGHWAY FROM A WOOD SIGN (JUNE
 HR1019'LAKE VILLAGE), 18.9 METERS (62 FT) SOUTHWEST OF THE CENTER OF THE
 HR1019'4-LANE HIGHWAY, 160.0 METERS (525 FT) NORTHWEST FROM THE CAUTION LIGHT
 HR1019'AT THE NORTH END OF THE DIVIDED HIGHWAY AND 17.4 METERS (57 FT)
 HR1019'SOUTHEAST OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING NORTHEAST.
 HR1019'A SHALLOW-SET METAL ROD ENCASED IN A PIPE PROJECTING 5 CENTIMETERS.
 HR1019'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 HR1019'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HR1019
 HR1019                          STATION RECOVERY (1987)
 HR1019
 HR1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1019'RECOVERED IN GOOD CONDITION.
 HR1019
 HR1019                          STATION RECOVERY (1988)
 HR1019
 HR1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1680 ***********************************************************************
 JT1680  DESIGNATION -  16 E
 JT1680  PID         -  JT1680
 JT1680  STATE/COUNTY-  CA/NAPA
 JT1680  USGS QUAD   -  NAPA (1980)
 JT1680
 JT1680                         *CURRENT SURVEY CONTROL
 JT1680  ___________________________________________________________________
 JT1680* NAD 83(1986)-  38 19 11.     (N)    122 19 05.     (W)     SCALED    
 JT1680* NAVD 88     -        29.12   (+/-2cm)      95.5    (feet)  VERTCON   
 JT1680  ___________________________________________________________________
 JT1680  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1680  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1680
 JT1680.The horizontal coordinates were scaled from a topographic map and have
 JT1680.an estimated accuracy of +/- 6 seconds.
 JT1680
 JT1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1680.The vertical order pertains to the NGVD 29 superseded value.
 JT1680
 JT1680.The geoid height was determined by GEOID03.
 JT1680
 JT1680;                    North         East    Units  Estimated Accuracy
 JT1680;SPC CA 2     -   572,540.    1,972,190.      MT  (+/- 180 meters Scaled)
 JT1680
 JT1680                          SUPERSEDED SURVEY CONTROL
 JT1680
 JT1680  NGVD 29 (??/??/92)   28.325  (m)           92.93   (f) ADJ UNCH    1 1
 JT1680
 JT1680.Superseded values are not recommended for survey control.
 JT1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1680.See file dsdata.txt to determine how the superseded data were derived.
 JT1680
 JT1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596415(NAD 83)
 JT1680_MARKER: DD = SURVEY DISK
 JT1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1680_SP_SET: CONCRETE POST
 JT1680_STAMPING: 16 E C OF N
 JT1680_MARK LOGO: CA2330
 JT1680_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1680+STABILITY: SURFACE MOTION
 JT1680
 JT1680  HISTORY     - Date     Condition        Report By
 JT1680  HISTORY     - 1971     MONUMENTED       CA2330
 JT1680
 JT1680                          STATION DESCRIPTION
 JT1680
 JT1680'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1680'ALONG REDWOOD ROAD AND MCLEOD, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A
 JT1680'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT2520 ***********************************************************************
 JT2520  DESIGNATION -  16 F 58 1955
 JT2520  PID         -  JT2520
 JT2520  STATE/COUNTY-  CA/MARIN
 JT2520  USGS QUAD   -  NOVATO (1980)
 JT2520
 JT2520                         *CURRENT SURVEY CONTROL
 JT2520  ___________________________________________________________________
 JT2520* NAD 83(1992)-  38 04 12.85219(N)    122 34 28.56931(W)     ADJUSTED  
 JT2520* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 JT2520  ___________________________________________________________________
 JT2520  EPOCH DATE  -        1991.35
 JT2520  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JT2520  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JT2520  HORZ ORDER  -  SECOND
 JT2520
 JT2520.The horizontal coordinates were established by classical geodetic methods
 JT2520.and adjusted by the National Geodetic Survey in March 1994.
 JT2520.The horizontal coordinates are valid at the epoch date displayed above.
 JT2520.The epoch date for horizontal control is a decimal equivalence
 JT2520.of Year/Month/Day.
 JT2520
 JT2520.The orthometric height was scaled from a topographic map.
 JT2520
 JT2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JT2520
 JT2520.The geoid height was determined by GEOID03.
 JT2520
 JT2520;                    North         East     Units Scale Factor Converg.
 JT2520;SPC CA 3     -   676,285.967 1,817,981.463   MT  0.99994465   -1 16 12.5
 JT2520;SPC CA 3     - 2,218,781.54  5,964,494.18   sFT  0.99994465   -1 16 12.5
 JT2520;SPC CA 2     -   544,959.523 1,949,576.218   MT  1.00007003   -0 21 44.2
 JT2520;SPC CA 2     - 1,787,921.37  6,396,234.64   sFT  1.00007003   -0 21 44.2
 JT2520;UTM  10      - 4,213,693.391   537,313.190   MT  0.99961715   +0 15 44.3
 JT2520
 JT2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JT2520!SPC CA 3     -   0.99999437  x   0.99994465  =   0.99993902
 JT2520!SPC CA 2     -   0.99999437  x   1.00007003  =   1.00006440
 JT2520!UTM  10      -   0.99999437  x   0.99961715  =   0.99961152
 JT2520
 JT2520:                Primary Azimuth Mark                     Grid Az
 JT2520:SPC CA 3     -  OLIVE 1955                               026 07 20.1
 JT2520:SPC CA 2     -  OLIVE 1955                               025 12 51.8
 JT2520:UTM  10      -  OLIVE 1955                               024 35 23.3
 JT2520
 JT2520|---------------------------------------------------------------------|
 JT2520| PID    Reference Object                     Distance      Geod. Az  |
 JT2520|                                                           dddmmss.s |
 JT2520| JT2529 OLIVE 1955                          APPROX. 5.2 KM 0245107.6 |
 JT2520|---------------------------------------------------------------------|
 JT2520
 JT2520                          SUPERSEDED SURVEY CONTROL
 JT2520
 JT2520  NAD 83(1986)-  38 04 12.85197(N)    122 34 28.56645(W) AD(1984.00) 2
 JT2520  NAD 27      -  38 04 13.16380(N)    122 34 24.62200(W) AD(       ) 2
 JT2520
 JT2520.Superseded values are not recommended for survey control.
 JT2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT2520.See file dsdata.txt to determine how the superseded data were derived.
 JT2520
 JT2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH3731313693(NAD 83)
 JT2520_MARKER: DS = TRIANGULATION STATION DISK
 JT2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT2520+STABILITY: SURFACE MOTION
 JT2520
 JT2520  HISTORY     - Date     Condition        Report By
 JT2520  HISTORY     - 1955     MONUMENTED       CGS
 JT2520  HISTORY     - 1959     GOOD             CGS
 JT2520  HISTORY     - 1981     GOOD             CA2460
 JT2520
 JT2520                          STATION DESCRIPTION
 JT2520
 JT2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CLA)
 JT2520'STATION IS LOCATED ON FIRST HILL WEST OF IGNACIO AT APPROXIMATELY
 JT2520'640 ELEVATION.
 JT2520'
 JT2520'TO REACH PROCEED FROM U.S. HIGHWAY 101 ALONG ENTRADA DRIVE
 JT2520'INTO RAPHAEL VILLAGE TO SAN JOSE BLVD.  THENCE 0.4 MILES ALONG
 JT2520'SAN JOSE BLVD. TO A GRAVEL ROAD TO THE LEFT.  THENCE ALONG SAID
 JT2520'GRAVEL ROAD PAST A FARM HOUSE INTO A VALLEY.  STATION IS LOCATED
 JT2520'ON THE HILL ON THE NORTH SIDE OF THE VALLEY.
 JT2520'
 JT2520'ALL MARKS ARE STANDARD DISKS SET IN A CONCRETE CYLINDER.
 JT2520'
 JT2520'STATION MARK IS STAMPED 16F58 1955.  NO UNDERGROUND OR WITNESS
 JT2520'MARKS WERE ESTABLISHED.
 JT2520'
 JT2520'REFERENCE MARK 1 IS STAMPED 16F58 NO. 1 1955
 JT2520'
 JT2520'REFERENCE MARK 2 IS STAMPED 16F58 NO. 2 1955
 JT2520
 JT2520                          STATION RECOVERY (1959)
 JT2520
 JT2520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCM)
 JT2520'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JT2520'CONDITION AND THE 1955 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JT2520'ADDITION--
 JT2520'
 JT2520'TO REACH THE STATION FROM THE RAILROAD STATION AT IGNACIO
 JT2520'GO SOUTH-SOUTHEAST ON U.S. HIGHWAY 101 FOR 0.5 MILE TO A SIDE ROAD
 JT2520'ON THE RIGHT AT A SIGN MARIN GOLF AND COUNTRY CLUB ESTATES.  TURN
 JT2520'RIGHT ONTO ALAMEDA DEL PRADO AND GO NORTHWEST 0.3 MILE TO AN
 JT2520'INTERSECTION.  TURN LEFT ONTO ALAMEDA DE LA LOMA AND GO WEST 1.0
 JT2520'MILE TO AN INTERSECTION.  TURN LEFT ONTO FAIRWAY DRIVE AND GO
 JT2520'SOUTHWEST 0.1 MILE TO AN INTERSECTION.  TURN RIGHT ONTO BIRDIE
 JT2520'DRIVE AND GO WEST 0.1 MILE TO AN INTERSECTION.  TURN LEFT ONTO
 JT2520'COUNTRY CLUB DRIVE AND GO WEST-SOUTHWEST 0.2 MILE TO A SIDE
 JT2520'STREET ON THE RIGHT.  TURN RIGHT ONTO EAGLE DRIVE AND GO
 JT2520'NORTHWEST AND WEST 0.4 MILE TO THE END OF THE STREET.  PACK
 JT2520'WEST-NORTHWEST AND WEST-SOUTHWEST UP A RIDGE AND ALONG A FENCE
 JT2520'LINE ABOUT 1/2 MILE TO THE TOP OF THE HILL AND THE STATION.
 JT2520'PACKING TIME--ABOUT 25 MINUTES.
 JT2520
 JT2520                          STATION RECOVERY (1981)
 JT2520
 JT2520'RECOVERY NOTE BY CITY OF NOVATO CALIFORNIA 1981 (MS)
 JT2520'16F58 1955 RECOVERED GOOD.
 JT2520'
 JT2520'16F58 NO. 1 1955 RECOVERED GOOD (DIST. FROM STATION IS 30 FEET
 JT2520'+ OR - NOT 38 FEET).
 JT2520'
 JT2520'16F58 NO. 2 1955 RECOVERED GOOD.
 JT2520'
 JT2520'DESCRIPTION IS ADEQUATE - 2 OAK TREES (ONE ON EITHER SIDE) HAVE
 JT2520'RECTANGULAR BLAZES AND SHOULD BE TIED TO THE STATION.
 JT2520'
 JT2520'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES WEST OF
 JT2520'IGNACIO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2275 ***********************************************************************
 EV2275  DESIGNATION -  16 FMK
 EV2275  PID         -  EV2275
 EV2275  STATE/COUNTY-  CA/KERN
 EV2275  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2275
 EV2275                         *CURRENT SURVEY CONTROL
 EV2275  ___________________________________________________________________
 EV2275* NAD 83(1986)-  34 59 57.     (N)    117 39 31.     (W)     SCALED    
 EV2275* NAVD 88     -       747.793  (meters)    2453.38   (feet)  ADJUSTED  
 EV2275  ___________________________________________________________________
 EV2275  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2275  DYNAMIC HT  -         746.954 (meters)    2450.63  (feet)  COMP
 EV2275  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 EV2275
 EV2275  VERT ORDER  -  FIRST     CLASS I
 EV2275
 EV2275.The horizontal coordinates were scaled from a topographic map and have
 EV2275.an estimated accuracy of +/- 6 seconds.
 EV2275
 EV2275.The orthometric height was determined by differential leveling
 EV2275.and adjusted in June 1991.
 EV2275.WARNING-Repeat measurements at this control monument indicate possible
 EV2275.vertical movement.
 EV2275
 EV2275.The geoid height was determined by GEOID03.
 EV2275
 EV2275.The dynamic height is computed by dividing the NAVD 88
 EV2275.geopotential number by the normal gravity value computed on the
 EV2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2275.degrees latitude (g = 980.6199 gals.).
 EV2275
 EV2275.The modeled gravity was interpolated from observed gravity values.
 EV2275
 EV2275;                    North         East    Units  Estimated Accuracy
 EV2275;SPC CA 5     -   666,350.    2,031,160.      MT  (+/- 180 meters Scaled)
 EV2275
 EV2275                          SUPERSEDED SURVEY CONTROL
 EV2275
 EV2275  NGVD 29 (??/??/92)  746.996  (m)         2450.77   (f) ADJ UNCH    1 1
 EV2275
 EV2275.Superseded values are not recommended for survey control.
 EV2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2275.See file dsdata.txt to determine how the superseded data were derived.
 EV2275
 EV2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU399731(NAD 83)
 EV2275_MARKER: DD = SURVEY DISK
 EV2275_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2275_SP_SET: 15 FEET
 EV2275_STAMPING: 16 RMK 1973
 EV2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2275
 EV2275  HISTORY     - Date     Condition        Report By
 EV2275  HISTORY     - 1973     MONUMENTED       USGS
 EV2275  HISTORY     - 1974     GOOD             NGS
 EV2275  HISTORY     - 1977     GOOD             NGS
 EV2275
 EV2275                          STATION DESCRIPTION
 EV2275
 EV2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2275'0.4 MI W FROM BORON.
 EV2275'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2275'FROM THE STATION AT BORON, 44.5 FEET SOUTH OF THE SOUTH RAIL
 EV2275'OF THE MAIN TRACK, 44 FEET NORTH OF THE CENTER LINE OF A DIRT
 EV2275'ROAD, 4 FEET SOUTH OF TELEPHONE POLE 194-15, 1.6 FEET WEST OF A
 EV2275'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A
 EV2275'COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET.  THE UPPER PORTION
 EV2275'OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3
 EV2275'FOOT ABOVE THE GROUND.  SECTION 31, T 11N, R 7W
 EV2275
 EV2275                          STATION RECOVERY (1977)
 EV2275
 EV2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0450 ***********************************************************************
 GU0450  HT_MOD      -  This is a Height Modernization Survey Station.
 GU0450  DESIGNATION -  16 H 4
 GU0450  PID         -  GU0450
 GU0450  STATE/COUNTY-  CA/FRESNO
 GU0450  USGS QUAD   -  DOS PALOS (1984)
 GU0450
 GU0450                         *CURRENT SURVEY CONTROL
 GU0450  ___________________________________________________________________
 GU0450* NAD 83(2007)-  36 53 25.17132(N)    120 39 19.17985(W)     ADJUSTED  
 GU0450* NAVD 88     -        49.69   (meters)     163.0    (feet)  GPS OBS   
 GU0450  ___________________________________________________________________
 GU0450  EPOCH DATE  -        2007.00
 GU0450  X           -  -2,604,082.121 (meters)                     COMP
 GU0450  Y           -  -4,393,573.811 (meters)                     COMP
 GU0450  Z           -   3,807,675.439 (meters)                     COMP
 GU0450  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 GU0450  ELLIP HEIGHT-          16.212 (meters)          (02/10/07) ADJUSTED
 GU0450  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 GU0450
 GU0450  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU0450  Type    PID    Designation                      North   East  Ellip
 GU0450  -------------------------------------------------------------------
 GU0450  NETWORK GU0450 16 H 4                            1.47   1.53   3.59
 GU0450  -------------------------------------------------------------------
 GU0450
 GU0450.The horizontal coordinates were established by GPS observations
 GU0450.and adjusted by the National Geodetic Survey in February 2007.
 GU0450
 GU0450.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU0450.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU0450.The horizontal coordinates are valid at the epoch date displayed above.
 GU0450.The epoch date for horizontal control is a decimal equivalence
 GU0450.of Year/Month/Day.
 GU0450
 GU0450.The orthometric height was determined by GPS observations and a
 GU0450.high-resolution geoid model.
 GU0450.The orthometric height was determined by GPS observations and a
 GU0450.high-resolution geoid model using precise GPS observation and
 GU0450.processing techniques.
 GU0450
 GU0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU0450
 GU0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU0450
 GU0450.The ellipsoidal height was determined by GPS observations
 GU0450.and is referenced to NAD 83.
 GU0450
 GU0450.The geoid height was determined by GEOID03.
 GU0450
 GU0450;                    North         East     Units Scale Factor Converg.
 GU0450;SPC CA 4     -   674,039.004 1,852,459.637   MT  0.99995138   -0 59 15.2
 GU0450;SPC CA 4     - 2,211,409.63  6,077,611.33   sFT  0.99995138   -0 59 15.2
 GU0450;UTM  10      - 4,085,272.994   708,935.405   MT  1.00013782   +1 24 28.7
 GU0450
 GU0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU0450!SPC CA 4     -   0.99999746  x   0.99995138  =   0.99994884
 GU0450!UTM  10      -   0.99999746  x   1.00013782  =   1.00013528
 GU0450
 GU0450                          SUPERSEDED SURVEY CONTROL
 GU0450
 GU0450  NAD 83(1998)-  36 53 25.16977(N)    120 39 19.17933(W) AD(2004.50) B
 GU0450  ELLIP H (06/30/05)   16.233  (m)                       GP(       ) 4 1
 GU0450  NGVD 29 (??/??/92)   49.157  (m)          161.28   (f) ADJ UNCH    2 0
 GU0450
 GU0450.Superseded values are not recommended for survey control.
 GU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0450.See file dsdata.txt to determine how the superseded data were derived.
 GU0450
 GU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0893585273(NAD 83)
 GU0450_MARKER: DD = SURVEY DISK
 GU0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0450_SP_SET: CONCRETE FOUNDATION
 GU0450_STAMPING: 16 H 4 USGS
 GU0450_MARK LOGO: USGS  
 GU0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0450+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 GU0450
 GU0450  HISTORY     - Date     Condition        Report By
 GU0450  HISTORY     - UNK      MONUMENTED       USGS
 GU0450  HISTORY     - 1966     GOOD             NGS
 GU0450  HISTORY     - 1975     GOOD             NGS
 GU0450  HISTORY     - 20040519 GOOD             CADT
 GU0450
 GU0450                          STATION DESCRIPTION
 GU0450
 GU0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0450'AT ORO LOMA.
 GU0450'AT ORO LOMA, AT A U.S. GEOLOGICAL SURVEY COMPACTION RECORDER
 GU0450'SITE, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 GU0450'FOUNDATION OF THE THIRD GREEN SHELTER WEST OF RUSSELL AVENUE,
 GU0450'330 FEET NORTH-NORTHWEST OF BENCH MARK 97.68 (USBR), 321 FEET
 GU0450'WEST OF THE CENTER LINE OF RUSSELL AVENUE, 56 FEET NORTH OF THE
 GU0450'CENTER LINE OF THE NORTH LEVEE ROAD OF THE DELTA-MENDOTA CANAL,
 GU0450'AND ABOUT LEVEL WITH THE AVENUE.
 GU0450
 GU0450                          STATION RECOVERY (1975)
 GU0450
 GU0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0450'RECOVERED IN GOOD CONDITION.
 GU0450
 GU0450                          STATION RECOVERY (2004)
 GU0450
 GU0450'RECOVERY NOTE BY CALTRANS 2004 (DK)
 GU0450'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS
 GU0450'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 GU0450'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0362 ***********************************************************************
 DX0362  DESIGNATION -  16 JRH
 DX0362  PID         -  DX0362
 DX0362  STATE/COUNTY-  CA/SAN DIEGO
 DX0362  USGS QUAD   -  BORREGO SINK (1959)
 DX0362
 DX0362                         *CURRENT SURVEY CONTROL
 DX0362  ___________________________________________________________________
 DX0362* NAD 83(1986)-  33 11 29.     (N)    116 19 50.     (W)     SCALED    
 DX0362* NAVD 88     -       237.816  (meters)     780.23   (feet)  READJUSTED
 DX0362  ___________________________________________________________________
 DX0362  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DX0362  DYNAMIC HT  -         237.540 (meters)     779.33  (feet)  COMP
 DX0362  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 DX0362  OBS GRAVITY -     979,462.1   (mgal)                       GRAV_OBS
 DX0362
 DX0362  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0362
 DX0362.The horizontal coordinates were scaled from a topographic map and have
 DX0362.an estimated accuracy of +/- 6 seconds.
 DX0362
 DX0362.The orthometric height was determined by differential leveling
 DX0362.and adjusted in February 1993.
 DX0362.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0362.distribution rate of 0.0 thru 1.0 mm/km.
 DX0362.The height was derived from older observations constrained to new
 DX0362.heights in a crustal motion area.  The height is approximate in
 DX0362.relation to other heights in its vicinity.
 DX0362
 DX0362.The geoid height was determined by GEOID03.
 DX0362
 DX0362.The dynamic height is computed by dividing the NAVD 88
 DX0362.geopotential number by the normal gravity value computed on the
 DX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0362.degrees latitude (g = 980.6199 gals.).
 DX0362
 DX0362.The modeled gravity was interpolated from observed gravity values.
 DX0362.The observed gravity was obtained from relative gravimeter ties
 DX0362.to the IGSN71 gravity network.
 DX0362
 DX0362;                    North         East    Units  Estimated Accuracy
 DX0362;SPC CA 6     -   613,650.    1,992,490.      MT  (+/- 180 meters Scaled)
 DX0362
 DX0362                          SUPERSEDED SURVEY CONTROL
 DX0362
 DX0362  NGVD 29 (??/??/92)  237.131  (m)          777.99   (f) ADJ UNCH    1 1
 DX0362
 DX0362.Superseded values are not recommended for survey control.
 DX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0362.See file dsdata.txt to determine how the superseded data were derived.
 DX0362
 DX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS624727(NAD 83)
 DX0362_MARKER: DD = SURVEY DISK
 DX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0362_STAMPING: 16 JRH 1957 778 ELV 777.788
 DX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0362+STABILITY: SURFACE MOTION
 DX0362
 DX0362  HISTORY     - Date     Condition        Report By
 DX0362  HISTORY     - 1957     MONUMENTED       USGS
 DX0362  HISTORY     - 1968     GOOD             CA-073
 DX0362  HISTORY     - 1970     GOOD             CA-073
 DX0362  HISTORY     - 1978     GOOD             NGS
 DX0362
 DX0362                          STATION DESCRIPTION
 DX0362
 DX0362'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0362'5.4 MI S FROM BORREGO SPRINGS.
 DX0362'5.4 MILES SOUTH OF BORREGO SCHOOL AT ROAD FORKS E, 56 FEET NE
 DX0362'ROAD FORKS, 46 FEET E CENTERLINE MAIN ROAD, SSM IN 5 INCH
 DX0362'CONCRETE POST STAMPED 16 JRH 1957 778 ELV 777.788.  T11S R6E 27.
 DX0362
 DX0362                          STATION RECOVERY (1970)
 DX0362
 DX0362'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0362'RECOVERED IN GOOD CONDITION.
 DX0362
 DX0362                          STATION RECOVERY (1978)
 DX0362
 DX0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0362'2.4 MILES SOUTH ALONG BORREGO VALLEY ROAD FROM THE BORREGO ELEMENTARY
 DX0362'SCHOOL, THENCE 1.1 MILES EAST ALONG RANGO WAY, THENCE 0.55 MILE SOUTH
 DX0362'ALONG YAQUI PASS ROAD, THENCE 1.35 MILES SOUTH ALONG COUNTY ROAD S3,
 DX0362'AT THE T-JUNCTION OF A DIRT ROAD, 46.0 FT. EAST OF THE CENTER LINE OF
 DX0362'THE COUNTY ROAD, 27.0 FT. SOUTH OF THE CENTER LINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1400 ***********************************************************************
 EW1400  DESIGNATION -  16 R 4 C OF LA
 EW1400  PID         -  EW1400
 EW1400  STATE/COUNTY-  CA/LOS ANGELES
 EW1400  USGS QUAD   -  HOLLYWOOD (1994)
 EW1400
 EW1400                         *CURRENT SURVEY CONTROL
 EW1400  ___________________________________________________________________
 EW1400* NAD 83(1986)-  34 03 34.     (N)    118 16 45.     (W)     SCALED    
 EW1400* NAVD 88     -        87.39   (+/-2cm)     286.7    (feet)  VERTCON   
 EW1400  ___________________________________________________________________
 EW1400  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EW1400  VERT ORDER  -  THIRD (See Below)
 EW1400
 EW1400.The horizontal coordinates were scaled from a topographic map and have
 EW1400.an estimated accuracy of +/- 6 seconds.
 EW1400
 EW1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1400.The vertical order pertains to the NGVD 29 superseded value.
 EW1400
 EW1400.The geoid height was determined by GEOID03.
 EW1400
 EW1400;                    North         East    Units  Estimated Accuracy
 EW1400;SPC CA 5     -   562,090.    1,974,230.      MT  (+/- 180 meters Scaled)
 EW1400
 EW1400                          SUPERSEDED SURVEY CONTROL
 EW1400
 EW1400  NGVD 29 (??/??/??)   86.61   (m)          284.2    (f) RESET       3  
 EW1400
 EW1400.Superseded values are not recommended for survey control.
 EW1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1400.See file dsdata.txt to determine how the superseded data were derived.
 EW1400
 EW1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT819694(NAD 83)
 EW1400_MARKER: DD = SURVEY DISK
 EW1400_SETTING: 0 = UNSPECIFIED SETTING
 EW1400_STAMPING: 16 R 4
 EW1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1400
 EW1400  HISTORY     - Date     Condition        Report By
 EW1400  HISTORY     - UNK      MONUMENTED       CA1980
 EW1400  HISTORY     - 1968     GOOD             CA1980
 EW1400
 EW1400                          STATION DESCRIPTION
 EW1400
 EW1400'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1400'AT LOS ANGELES.
 EW1400'STANDARD BENCH MARK BRASS DISC IN AN 8-INCH CONCRETE MONUMENT,
 EW1400'3 FEET SOUTH OF THE SOUTH CURB LINE OF WILSHIRE BOULEVARD, 26
 EW1400'FEET WEST OF THE WEST PROPERTY LINE OF PARK VIEW STREET, 2.5
 EW1400'FEET EAST OF THE CENTER OF AN ELECTROLIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0917 ***********************************************************************
 KT0917  DESIGNATION -  16 S USGS
 KT0917  PID         -  KT0917
 KT0917  STATE/COUNTY-  CA/MENDOCINO
 KT0917  USGS QUAD   -  DOS RIOS (1994)
 KT0917
 KT0917                         *CURRENT SURVEY CONTROL
 KT0917  ___________________________________________________________________
 KT0917* NAD 83(1986)-  39 43 31.     (N)    123 15 32.     (W)     SCALED    
 KT0917* NAVD 88     -       590.43   (+/-2cm)    1937.1    (feet)  VERTCON   
 KT0917  ___________________________________________________________________
 KT0917  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 KT0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0917
 KT0917.The horizontal coordinates were scaled from a topographic map and have
 KT0917.an estimated accuracy of +/- 6 seconds.
 KT0917
 KT0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0917.The vertical order pertains to the NGVD 29 superseded value.
 KT0917
 KT0917.The geoid height was determined by GEOID03.
 KT0917
 KT0917;                    North         East    Units  Estimated Accuracy
 KT0917;SPC CA 2     -   729,270.    1,892,080.      MT  (+/- 180 meters Scaled)
 KT0917
 KT0917                          SUPERSEDED SURVEY CONTROL
 KT0917
 KT0917  NGVD 29 (??/??/92)  589.504  (m)         1934.06   (f) ADJ UNCH    2 0
 KT0917
 KT0917.Superseded values are not recommended for survey control.
 KT0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0917.See file dsdata.txt to determine how the superseded data were derived.
 KT0917
 KT0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ778972(NAD 83)
 KT0917_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0917_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0917_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0917_STAMPING: 16 S 1924
 KT0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0917
 KT0917  HISTORY     - Date     Condition        Report By
 KT0917  HISTORY     - 1924     MONUMENTED       USGS
 KT0917  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT0917  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0917
 KT0917                          STATION DESCRIPTION
 KT0917
 KT0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0917'6.1 MI S FROM COVELO.
 KT0917'6.1 MILES SOUTH ALONG THE DOS RIOS ROAD FROM THE POST OFFICE
 KT0917'AT COVELO, MENDOCINO COUNTY, 34 FEET EAST OF THE SOUTHEAST CORNER
 KT0917'OF A WOODEN BRIDGE, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KT0917'ROAD, 14 FEET SOUTHEAST OF A BLAZED OAK TREE, AND NEAR A WHITE
 KT0917'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KT0917'CAP, STAMPED 16 S 1924 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 KT0917'PIPE.
 KT0917
 KT0917                          STATION RECOVERY (1966)
 KT0917
 KT0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0155 ***********************************************************************
 DY0155  DESIGNATION -  16 SCECO
 DY0155  PID         -  DY0155
 DY0155  STATE/COUNTY-  CA/LOS ANGELES
 DY0155  USGS QUAD   -  LONG BEACH (1981)
 DY0155
 DY0155                         *CURRENT SURVEY CONTROL
 DY0155  ___________________________________________________________________
 DY0155* NAD 83(1986)-  33 45 55.     (N)    118 13 28.     (W)     SCALED    
 DY0155* NAVD 88     -        -1.50   (+/-2cm)      -4.9    (feet)  VERTCON   
 DY0155  ___________________________________________________________________
 DY0155  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0155  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0155
 DY0155.The horizontal coordinates were scaled from a topographic map and have
 DY0155.an estimated accuracy of +/- 6 seconds.
 DY0155
 DY0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0155.The vertical order pertains to the NGVD 29 superseded value.
 DY0155
 DY0155.The geoid height was determined by GEOID03.
 DY0155
 DY0155;                    North         East    Units  Estimated Accuracy
 DY0155;SPC CA 5     -   529,450.    1,979,210.      MT  (+/- 180 meters Scaled)
 DY0155
 DY0155                          SUPERSEDED SURVEY CONTROL
 DY0155
 DY0155  NGVD 29 (??/??/92)   -2.316  (m)           -7.60   (f) ADJ UNCH    1 2
 DY0155
 DY0155.Superseded values are not recommended for survey control.
 DY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0155.See file dsdata.txt to determine how the superseded data were derived.
 DY0155
 DY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866368(NAD 83)
 DY0155_MARKER: Z = SEE DESCRIPTION
 DY0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0155_SP_SET: WALL
 DY0155_STAMPING: 16 ELEVATION 1941
 DY0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0155
 DY0155  HISTORY     - Date     Condition        Report By
 DY0155  HISTORY     - 1941     MONUMENTED       SCECO
 DY0155  HISTORY     - 1954     GOOD             NGS
 DY0155
 DY0155                          STATION DESCRIPTION
 DY0155
 DY0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0155'AT LONG BEACH.
 DY0155'AT LONG BEACH, ON TERMINAL ISLAND, ON THE SOUTHERN CALIFORNIA
 DY0155'EDISON COMPANY PLANT PROPERTY, AT PLANT BUILDING 2, SET VERTICALLY
 DY0155'IN THE WEST FACE OF A CONCRETE WALL, AN IRON ROD BENT UPWARD
 DY0155'AND PROTRUDING 1 INCH FROM THE WALL, 1.5 FEET NORTH OF THE
 DY0155'SOUTHWEST CORNER OF THE BUILDING, 1.0 FOOT ABOVE GROUND, 0.5 FOOT
 DY0155'BELOW A METAL PLAT STAMPED 16 ELEVATION 1941.  NOTE-- 16 IS
 DY0155'STAMPED ON THE SOUTH SIDE OF LEAD BETWEEN BOLT AND WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1042 ***********************************************************************
 JT1042  DESIGNATION -  16 TKM USGS
 JT1042  PID         -  JT1042
 JT1042  STATE/COUNTY-  CA/LAKE
 JT1042  USGS QUAD   -  LOWER LAKE (1993)
 JT1042
 JT1042                         *CURRENT SURVEY CONTROL
 JT1042  ___________________________________________________________________
 JT1042* NAD 83(1986)-  38 53 44.     (N)    122 33 03.     (W)     SCALED    
 JT1042* NAVD 88     -       486.12   (+/-2cm)    1594.9    (feet)  VERTCON   
 JT1042  ___________________________________________________________________
 JT1042  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JT1042  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT1042
 JT1042.The horizontal coordinates were scaled from a topographic map and have
 JT1042.an estimated accuracy of +/- 6 seconds.
 JT1042
 JT1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1042.The vertical order pertains to the NGVD 29 superseded value.
 JT1042
 JT1042.The geoid height was determined by GEOID03.
 JT1042
 JT1042;                    North         East    Units  Estimated Accuracy
 JT1042;SPC CA 2     -   636,560.    1,952,220.      MT  (+/- 180 meters Scaled)
 JT1042
 JT1042                          SUPERSEDED SURVEY CONTROL
 JT1042
 JT1042  NGVD 29 (??/??/92)  485.25   (m)         1592.0    (f) COMPUTED    1 2
 JT1042
 JT1042.Superseded values are not recommended for survey control.
 JT1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1042.See file dsdata.txt to determine how the superseded data were derived.
 JT1042
 JT1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ389052(NAD 83)
 JT1042_MARKER: DD = SURVEY DISK
 JT1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1042_STAMPING: 16 TKM 1942 1592
 JT1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1042+STABILITY: SURFACE MOTION
 JT1042
 JT1042  HISTORY     - Date     Condition        Report By
 JT1042  HISTORY     - 1952     MONUMENTED       USGS
 JT1042  HISTORY     - 1966     GOOD             NGS
 JT1042  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 JT1042
 JT1042                          STATION DESCRIPTION
 JT1042
 JT1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT1042'3.6 MI E FROM LOWER LAKE.
 JT1042'3.55 MILES EAST ALONG MORGAN VALLEY ROAD FROM THE POST OFFICE
 JT1042'AT LOWER LAKE, 132 FEET SOUTHEAST OF THE CENTER OF THE SOUTHEAST
 JT1042'END OF A 12-INCH PIPE CULVERT, 22 FEET SOUTHWEST OF THE CENTER
 JT1042'LINE OF THE ROAD, 1.0 FOOT NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST
 JT1042'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 JT1042'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JT1042
 JT1042                          STATION RECOVERY (1990)
 JT1042
 JT1042'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJM)
 JT1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1203 ***********************************************************************
 DC1203  DESIGNATION -  16 USE
 DC1203  PID         -  DC1203
 DC1203  STATE/COUNTY-  CA/SAN DIEGO
 DC1203  USGS QUAD   -  DEL MAR (1975)
 DC1203
 DC1203                         *CURRENT SURVEY CONTROL
 DC1203  ___________________________________________________________________
 DC1203* NAD 83(1986)-  32 52 40.     (N)    117 08 06.     (W)     SCALED    
 DC1203* NAVD 88     -       136.82   (+/-2cm)     448.9    (feet)  VERTCON   
 DC1203  ___________________________________________________________________
 DC1203  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DC1203  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1203
 DC1203.The horizontal coordinates were scaled from a topographic map and have
 DC1203.an estimated accuracy of +/- 6 seconds.
 DC1203
 DC1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1203.The vertical order pertains to the NGVD 29 superseded value.
 DC1203
 DC1203.The geoid height was determined by GEOID03.
 DC1203
 DC1203;                    North         East    Units  Estimated Accuracy
 DC1203;SPC CA 6     -   579,220.    1,917,180.      MT  (+/- 180 meters Scaled)
 DC1203
 DC1203                          SUPERSEDED SURVEY CONTROL
 DC1203
 DC1203  NGVD 29 (??/??/??)  136.174  (m)          446.76   (f) ADJUSTED    1 2
 DC1203
 DC1203.Superseded values are not recommended for survey control.
 DC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1203.See file dsdata.txt to determine how the superseded data were derived.
 DC1203
 DC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873377(NAD 83)
 DC1203_MARKER: S = SPIKE
 DC1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1203_SP_SET: POWER POLE BASE
 DC1203_STAMPING: BM NO 16 EL 450.27
 DC1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1203
 DC1203  HISTORY     - Date     Condition        Report By
 DC1203  HISTORY     - UNK      MONUMENTED       DOD
 DC1203  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1203
 DC1203                          STATION DESCRIPTION
 DC1203
 DC1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1203'AT MIRAMAR NAAS.
 DC1203'0.4 MILE SOUTH OF THE NORTH GATE, 37.4 FEET WEST OF THE
 DC1203'CENTERLINE OF THE ROAD, IN THE EAST BASE OF A POWER POLE (THE
 DC1203'SEVENTH POLE SOUTH OF THE NORTH GATE), 0.6 FOOT ABOVE THE GROUND,
 DC1203'AND BELOW AN ALUMINUM PLATE STAMPED BM NO 16 EL 450.27.
 DC1203'NOTE-- THE POWER LINE POLES HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0792 ***********************************************************************
 JT0792  DESIGNATION -  16 USGS
 JT0792  PID         -  JT0792
 JT0792  STATE/COUNTY-  CA/MARIN
 JT0792  USGS QUAD   -  NOVATO (1980)
 JT0792
 JT0792                         *CURRENT SURVEY CONTROL
 JT0792  ___________________________________________________________________
 JT0792* NAD 83(1986)-  38 06 14.     (N)    122 33 47.     (W)     SCALED    
 JT0792* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 JT0792  ___________________________________________________________________
 JT0792  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JT0792  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0792
 JT0792.The horizontal coordinates were scaled from a topographic map and have
 JT0792.an estimated accuracy of +/- 6 seconds.
 JT0792
 JT0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0792.The vertical order pertains to the NGVD 29 superseded value.
 JT0792
 JT0792.The geoid height was determined by GEOID03.
 JT0792
 JT0792;                    North         East    Units  Estimated Accuracy
 JT0792;SPC CA 3     -   680,000.    1,819,080.      MT  (+/- 180 meters Scaled)
 JT0792
 JT0792                          SUPERSEDED SURVEY CONTROL
 JT0792
 JT0792  NGVD 29 (??/??/92)    6.484  (m)           21.27   (f) ADJ UNCH    1 2
 JT0792
 JT0792.Superseded values are not recommended for survey control.
 JT0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0792.See file dsdata.txt to determine how the superseded data were derived.
 JT0792
 JT0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH383174(NAD 83)
 JT0792_MARKER: P = PIPE CAP
 JT0792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0792
 JT0792  HISTORY     - Date     Condition        Report By
 JT0792  HISTORY     - UNK      MONUMENTED       USGS
 JT0792  HISTORY     - 1951     MARK NOT FOUND   NGS
 JT0792
 JT0792                          STATION DESCRIPTION
 JT0792
 JT0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0792'0.1 MI S FROM NOVATO.
 JT0792'IRON POST .11 MILE SOUTH OF NOVATO DEPOT IN EAST AND WEST
 JT0792'FENCE LINE 50 FEET WEST OF MAIN LINE TRACKS, 6 FEET ABOVE
 JT0792'TRACKS.  NOTE-- A LARGE BUILDING HAS BEEN ERECTED AT THE DESCRIBED
 JT0792'LOCATION AND IT IS POSSIBLE THE MARK WAS COVERED OR DESTROYED
 JT0792'AT THE TIME OF CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0389 ***********************************************************************
 HS0389  DESIGNATION -  16 USGS
 HS0389  PID         -  HS0389
 HS0389  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0389  USGS QUAD   -  STOCKTON WEST (1987)
 HS0389
 HS0389                         *CURRENT SURVEY CONTROL
 HS0389  ___________________________________________________________________
 HS0389* NAD 83(1986)-  37 56 43.     (N)    121 17 21.     (W)     SCALED    
 HS0389* NAVD 88     -         4.98   (+/-2cm)      16.3    (feet)  VERTCON   
 HS0389  ___________________________________________________________________
 HS0389  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 HS0389  VERT ORDER  -  THIRD (See Below)
 HS0389
 HS0389.The horizontal coordinates were scaled from a topographic map and have
 HS0389.an estimated accuracy of +/- 6 seconds.
 HS0389
 HS0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0389.The vertical order pertains to the NGVD 29 superseded value.
 HS0389
 HS0389.The geoid height was determined by GEOID03.
 HS0389
 HS0389;                    North         East    Units  Estimated Accuracy
 HS0389;SPC CA 3     -   660,690.    1,930,640.      MT  (+/- 180 meters Scaled)
 HS0389
 HS0389                          SUPERSEDED SURVEY CONTROL
 HS0389
 HS0389  NGVD 29 (??/??/??)    4.37   (m)           14.3    (f) RESET       3  
 HS0389
 HS0389.Superseded values are not recommended for survey control.
 HS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0389.See file dsdata.txt to determine how the superseded data were derived.
 HS0389
 HS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH503011(NAD 83)
 HS0389_MARKER: P = PIPE CAP
 HS0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0389_STAMPING: 16
 HS0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0389
 HS0389  HISTORY     - Date     Condition        Report By
 HS0389  HISTORY     - UNK      MONUMENTED       USGS
 HS0389  HISTORY     - 1959     GOOD             NGS
 HS0389  HISTORY     - 1967     GOOD             NGS
 HS0389
 HS0389                          STATION DESCRIPTION
 HS0389
 HS0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0389'AT STOCKTON.
 HS0389'AT STOCKTON, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH
 HS0389'CENTER STREET AND WEST SCOTTS AVENUE, (IN THE SIDEWALK), 16 FEET
 HS0389'NORTHWEST OF THE NORTHEAST CORNER OF UNITED GROCERS WAREHOUSE,
 HS0389'21.6 FEET WEST OF THE WEST CONCRETE CURB OF THE STREET, 2.2 FEET
 HS0389'SOUTH OF THE SOUTH CONCRETE CURB OF THE AVENUE, A BRASS CAP
 HS0389'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.3 FOOT
 HS0389'ABOVE THE SIDEWALK.
 HS0389
 HS0389                          STATION RECOVERY (1967)
 HS0389
 HS0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1525 ***********************************************************************
 DY1525  DESIGNATION -  16 USGS RESET 1946
 DY1525  PID         -  DY1525
 DY1525  STATE/COUNTY-  CA/LOS ANGELES
 DY1525  USGS QUAD   -  INGLEWOOD (1981)
 DY1525
 DY1525                         *CURRENT SURVEY CONTROL
 DY1525  ___________________________________________________________________
 DY1525* NAD 83(1986)-  33 57 59.     (N)    118 21 26.     (W)     SCALED    
 DY1525* NAVD 88     -        35.65   (+/-2cm)     117.0    (feet)  VERTCON   
 DY1525  ___________________________________________________________________
 DY1525  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY1525  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1525
 DY1525.The horizontal coordinates were scaled from a topographic map and have
 DY1525.an estimated accuracy of +/- 6 seconds.
 DY1525
 DY1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1525.The vertical order pertains to the NGVD 29 superseded value.
 DY1525
 DY1525.The geoid height was determined by GEOID03.
 DY1525
 DY1525;                    North         East    Units  Estimated Accuracy
 DY1525;SPC CA 5     -   551,790.    1,966,990.      MT  (+/- 180 meters Scaled)
 DY1525
 DY1525                          SUPERSEDED SURVEY CONTROL
 DY1525
 DY1525  NGVD 29 (??/??/92)   34.889  (m)          114.47   (f) ADJ UNCH    1 2
 DY1525
 DY1525.Superseded values are not recommended for survey control.
 DY1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1525.See file dsdata.txt to determine how the superseded data were derived.
 DY1525
 DY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT746592(NAD 83)
 DY1525_MARKER: DD = SURVEY DISK
 DY1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1525_STAMPING: 16 1922 RESET 1946
 DY1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1525+STABILITY: SURFACE MOTION
 DY1525
 DY1525  HISTORY     - Date     Condition        Report By
 DY1525  HISTORY     - 1946     MONUMENTED       CGS
 DY1525  HISTORY     - 1964     GOOD             USGS
 DY1525
 DY1525                          STATION DESCRIPTION
 DY1525
 DY1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DY1525'AT INGLEWOOD.
 DY1525'AT INGLEWOOD, 100.0 FEET WEST OF THE WEST END OF THE ATCHISON,
 DY1525'TOPEKA AND SANTA FE RAILWAY STATION, 58.0 FEET NORTH OF THE
 DY1525'CENTER LINE OF THE TRACK, 2.2 FEET WEST OF A POWER POLE,
 DY1525'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DY1525'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DY1525'STAMPED 16 1922 RESET 1946.  NOTE-- TOP 6 INCHES OF THE POST
 DY1525'WAS BROKEN OFF BUT INTACT.  BROKEN PIECE WAS REPLACE IN OLD
 DY1525'POSITION AND REINFORCED BY CASTING CONCRETE AROUND IT.
 DY1525
 DY1525                          STATION RECOVERY (1964)
 DY1525
 DY1525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1628 ***********************************************************************
 EW1628  DESIGNATION -  16 W C OF LA
 EW1628  PID         -  EW1628
 EW1628  STATE/COUNTY-  CA/LOS ANGELES
 EW1628  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1628
 EW1628                         *CURRENT SURVEY CONTROL
 EW1628  ___________________________________________________________________
 EW1628* NAD 83(1986)-  34 01 27.     (N)    118 23 48.     (W)     SCALED    
 EW1628* NAVD 88     -        31.90   (+/-2cm)     104.7    (feet)  VERTCON   
 EW1628  ___________________________________________________________________
 EW1628  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EW1628  VERT ORDER  -  THIRD (See Below)
 EW1628
 EW1628.The horizontal coordinates were scaled from a topographic map and have
 EW1628.an estimated accuracy of +/- 6 seconds.
 EW1628
 EW1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1628.The vertical order pertains to the NGVD 29 superseded value.
 EW1628
 EW1628.The geoid height was determined by GEOID03.
 EW1628
 EW1628;                    North         East    Units  Estimated Accuracy
 EW1628;SPC CA 5     -   558,220.    1,963,360.      MT  (+/- 180 meters Scaled)
 EW1628
 EW1628                          SUPERSEDED SURVEY CONTROL
 EW1628
 EW1628  NGVD 29 (??/??/??)   31.14   (m)          102.2    (f) RESET       3  
 EW1628
 EW1628.Superseded values are not recommended for survey control.
 EW1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1628.See file dsdata.txt to determine how the superseded data were derived.
 EW1628
 EW1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT710657(NAD 83)
 EW1628_MARKER: DD = SURVEY DISK
 EW1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1628_STAMPING: 16-W 102.66
 EW1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1628+STABILITY: SURFACE MOTION
 EW1628
 EW1628  HISTORY     - Date     Condition        Report By
 EW1628  HISTORY     - UNK      MONUMENTED       CA1980
 EW1628  HISTORY     - 1945     GOOD             NGS
 EW1628  HISTORY     - 1964     GOOD             NGS
 EW1628
 EW1628                          STATION DESCRIPTION
 EW1628
 EW1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1628'AT LOS ANGELES.
 EW1628'AT LOS ANGELES AT THE INTERSECTION OF VENICE BOULEVARD AND
 EW1628'WATSEKA AVENUE, 17.8 FEET NORTHEAST OF THE NORTHEAST CURBLINE
 EW1628'OF WATSEKA AVENUE AND 2.8 FEET NORTHWEST OF THE NORTHWEST
 EW1628'CURBLINE OF VENICE BOULEVARD.  MONUMENT IS FLUSH WITH GROUND AND
 EW1628'CURB LEVELS.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 16 W
 EW1628'102.66 AND SET IN THE TOP OF A CONCRETE POST.
 EW1628
 EW1628                          STATION RECOVERY (1964)
 EW1628
 EW1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0017 ***********************************************************************
 HT0017  DESIGNATION -  16.22
 HT0017  PID         -  HT0017
 HT0017  STATE/COUNTY-  CA/ALAMEDA
 HT0017  USGS QUAD   -  OAKLAND EAST (1997)
 HT0017
 HT0017                         *CURRENT SURVEY CONTROL
 HT0017  ___________________________________________________________________
 HT0017* NAD 83(1986)-  37 46 56.     (N)    122 14 16.     (W)     SCALED    
 HT0017* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 HT0017  ___________________________________________________________________
 HT0017  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HT0017  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0017
 HT0017.The horizontal coordinates were scaled from a topographic map and have
 HT0017.an estimated accuracy of +/- 6 seconds.
 HT0017
 HT0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0017.The vertical order pertains to the NGVD 29 superseded value.
 HT0017
 HT0017.The geoid height was determined by GEOID03.
 HT0017
 HT0017;                    North         East    Units  Estimated Accuracy
 HT0017;SPC CA 3     -   643,720.    1,846,940.      MT  (+/- 180 meters Scaled)
 HT0017
 HT0017                          SUPERSEDED SURVEY CONTROL
 HT0017
 HT0017  NGVD 29 (??/??/92)    4.966  (m)           16.29   (f) ADJ UNCH    1 1
 HT0017
 HT0017.Superseded values are not recommended for survey control.
 HT0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0017.See file dsdata.txt to determine how the superseded data were derived.
 HT0017
 HT0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG671819(NAD 83)
 HT0017_MARKER: Z = SEE DESCRIPTION
 HT0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0017_SP_SET: POWER LINE POLE CONC FOUNDATIO
 HT0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0017
 HT0017  HISTORY     - Date     Condition        Report By
 HT0017  HISTORY     - UNK      MONUMENTED       USGS
 HT0017  HISTORY     - 1951     GOOD             NGS
 HT0017  HISTORY     - 1967     GOOD             NGS
 HT0017  HISTORY     - 19880927 MARK NOT FOUND   NGS
 HT0017
 HT0017                          STATION DESCRIPTION
 HT0017
 HT0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0017'AT OAKLAND.
 HT0017'AT OAKLAND, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 HT0017'23RD AVENUE CROSSING, ABOUT 25 YARDS NORTH OF B M R 148, 95.0
 HT0017'FEET WEST OF THE CENTER LINE OF 23RD AVENUE, 5.2 FEET NORTHEAST
 HT0017'OF THE NORTHEAST RAIL OF THE SOUTHWEST TRACK, AT A LATTICED
 HT0017'POWER LINE POLE 1686, AND ON TOP OF THE SOUTH CONCRETE FOUNDATION
 HT0017'FOR THE POWER LINE POLE.
 HT0017
 HT0017                          STATION RECOVERY (1967)
 HT0017
 HT0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0017'RECOVERED IN GOOD CONDITION.
 HT0017
 HT0017                          STATION RECOVERY (1988)
 HT0017
 HT0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3747 ***********************************************************************
 HS3747  DESIGNATION -  16.38 EBMUD
 HS3747  PID         -  HS3747
 HS3747  STATE/COUNTY-  CA/CONTRA COSTA
 HS3747  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3747
 HS3747                         *CURRENT SURVEY CONTROL
 HS3747  ___________________________________________________________________
 HS3747* NAD 83(1986)-  37 56 22.     (N)    121 36 35.     (W)     SCALED    
 HS3747* NAVD 88     -         5.72   (+/-2cm)      18.8    (feet)  VERTCON   
 HS3747  ___________________________________________________________________
 HS3747  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS3747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3747
 HS3747.The horizontal coordinates were scaled from a topographic map and have
 HS3747.an estimated accuracy of +/- 6 seconds.
 HS3747
 HS3747.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3747.The vertical order pertains to the NGVD 29 superseded value.
 HS3747
 HS3747.The geoid height was determined by GEOID03.
 HS3747
 HS3747;                    North         East    Units  Estimated Accuracy
 HS3747;SPC CA 3     -   660,330.    1,902,460.      MT  (+/- 180 meters Scaled)
 HS3747
 HS3747                          SUPERSEDED SURVEY CONTROL
 HS3747
 HS3747  NGVD 29 (??/??/92)    5.009  (m)           16.43   (f) ADJ UNCH    2 0
 HS3747
 HS3747.Superseded values are not recommended for survey control.
 HS3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3747.See file dsdata.txt to determine how the superseded data were derived.
 HS3747
 HS3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH221000(NAD 83)
 HS3747_MARKER: DD = SURVEY DISK
 HS3747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3747_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3747_STAMPING: STA P 2673 63.37 F 2673 63.37 ELEV 16.38
 HS3747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3747
 HS3747  HISTORY     - Date     Condition        Report By
 HS3747  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3747  HISTORY     - 1962     GOOD             NGS
 HS3747  HISTORY     - 1966     GOOD             NGS
 HS3747
 HS3747                          STATION DESCRIPTION
 HS3747
 HS3747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HS3747'2.6 MI W FROM ORWOOD.
 HS3747'2.6 MILES WEST ALONG THE ATCHINSON, TOPEKA AND SANTA FE RAILROAD
 HS3747'TRACK FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER
 HS3747'AT ORWOOD, AT THE WERNER SIDING, ABOUT 100 YARDS SOUTHEAST OF
 HS3747'MILEPOLE 1139, 258 FEET SOUTH OF THE CENTER OF THE CROSSING
 HS3747'OF A GRAVELED ROAD, AT THE CROSSING OF THE GRAVELED ROAD OVER
 HS3747'THE EDMUD 60-INCH TWIN PIPES, IN THE TOP OF THE APPROXIMATE
 HS3747'CENTER OF THE WEST CONCRETE HEADWALL OF THE NORTH PIPE, 76.1
 HS3747'FEET NORTH OF THE NORTHEAST CORNER OF THE ORWOOD ROAD BRIDGE
 HS3747'OVER INDIAN SLOUGH, 87 FEET NORTH OF THE CENTERLINE OF ORWOOD
 HS3747'ROAD, 13 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD,
 HS3747'38.9 FEET NORTHEAST OF A VALVE ON TOP OF THE NORTH PIPE, ABOUT
 HS3747'2 FEET LOWER THAN THE ROAD, AND 1.6 FEET BELOW THE SURFACE
 HS3747'OF THE ROAD SHOUDER.
 HS3747
 HS3747                          STATION RECOVERY (1966)
 HS3747
 HS3747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3875 ***********************************************************************
 HS3875  DESIGNATION -  16.75 EBMUD
 HS3875  PID         -  HS3875
 HS3875  STATE/COUNTY-  CA/SAN JOAQUIN
 HS3875  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3875
 HS3875                         *CURRENT SURVEY CONTROL
 HS3875  ___________________________________________________________________
 HS3875* NAD 83(1986)-  37 56 23.     (N)    121 31 53.     (W)     SCALED    
 HS3875* NAVD 88     -         5.80   (+/-2cm)      19.0    (feet)  VERTCON   
 HS3875  ___________________________________________________________________
 HS3875  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HS3875  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3875
 HS3875.The horizontal coordinates were scaled from a topographic map and have
 HS3875.an estimated accuracy of +/- 6 seconds.
 HS3875
 HS3875.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3875.The vertical order pertains to the NGVD 29 superseded value.
 HS3875
 HS3875.The geoid height was determined by GEOID03.
 HS3875
 HS3875;                    North         East    Units  Estimated Accuracy
 HS3875;SPC CA 3     -   660,280.    1,909,340.      MT  (+/- 180 meters Scaled)
 HS3875
 HS3875                          SUPERSEDED SURVEY CONTROL
 HS3875
 HS3875  NGVD 29 (??/??/92)    5.099  (m)           16.73   (f) ADJ UNCH    1 2
 HS3875
 HS3875.Superseded values are not recommended for survey control.
 HS3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3875.See file dsdata.txt to determine how the superseded data were derived.
 HS3875
 HS3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH290001(NAD 83)
 HS3875_MARKER: DD = SURVEY DISK
 HS3875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3875_SP_SET: BUILDING
 HS3875_STAMPING: P 2447 + 77.09 1675 H 2447 92.93
 HS3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3875
 HS3875  HISTORY     - Date     Condition        Report By
 HS3875  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3875  HISTORY     - 1960     GOOD             NGS
 HS3875  HISTORY     - 1966     GOOD             NGS
 HS3875
 HS3875                          STATION DESCRIPTION
 HS3875
 HS3875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3875'5.6 MI W FROM HOLT.
 HS3875'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HS3875'AND STORE AT HOLT, THENCE 5.5 MILES WEST ALONG THE MOKELUMNE AQUEDUCT
 HS3875'OF THE EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE NORTHWEST
 HS3875'CORNER OF UPPER JONES TRACT, AT THE CROSSING OF BACON ISLAND ROAD
 HS3875'AND MIDDLE RIVER, IN THE TOP AND 3.0 FEET SOUTH OF THE NORTH END
 HS3875'OF THE EAST WALL OF CONCRETE SADDLE STATION 2448 FOR TWO 60-INCH
 HS3875'AQUEDUCT PIPES, 11 1/2 FEET EAST OF THE CENTER LINE OF A TRACK
 HS3875'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS3875
 HS3875                          STATION RECOVERY (1966)
 HS3875
 HS3875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2634 ***********************************************************************
 FU2634  DESIGNATION -  160 A DWR
 FU2634  PID         -  FU2634
 FU2634  STATE/COUNTY-  CA/KERN
 FU2634  USGS QUAD   -  LOST HILLS (1973)
 FU2634
 FU2634                         *CURRENT SURVEY CONTROL
 FU2634  ___________________________________________________________________
 FU2634* NAD 83(1986)-  35 30 50.     (N)    119 39 11.     (W)     SCALED    
 FU2634* NAVD 88     -        94.83   (+/-2cm)     311.1    (feet)  VERTCON   
 FU2634  ___________________________________________________________________
 FU2634  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2634  VERT ORDER  -  THIRD (See Below)
 FU2634
 FU2634.The horizontal coordinates were scaled from a topographic map and have
 FU2634.an estimated accuracy of +/- 6 seconds.
 FU2634
 FU2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2634.The vertical order pertains to the NGVD 29 superseded value.
 FU2634
 FU2634.The geoid height was determined by GEOID03.
 FU2634
 FU2634;                    North         East    Units  Estimated Accuracy
 FU2634;SPC CA 5     -   724,630.    1,850,050.      MT  (+/- 180 meters Scaled)
 FU2634
 FU2634                          SUPERSEDED SURVEY CONTROL
 FU2634
 FU2634  NGVD 29 (??/??/??)   94.17   (m)          309.0    (f) RESET       3  
 FU2634
 FU2634.Superseded values are not recommended for survey control.
 FU2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2634.See file dsdata.txt to determine how the superseded data were derived.
 FU2634
 FU2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV593332(NAD 83)
 FU2634_MARKER: DD = SURVEY DISK
 FU2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2634_STAMPING: 160 A 1963
 FU2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2634+STABILITY: SURFACE MOTION
 FU2634
 FU2634  HISTORY     - Date     Condition        Report By
 FU2634  HISTORY     - 1963     MONUMENTED       CADWR
 FU2634  HISTORY     - 1964     GOOD             NGS
 FU2634  HISTORY     - 1966     GOOD             NGS
 FU2634
 FU2634                          STATION DESCRIPTION
 FU2634
 FU2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2634'11 MI SE FROM LOST HILLS.
 FU2634'8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU2634'STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.0 MILES EAST ALONG LERDO
 FU2634'HIGHWAY, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD ALONG AND OLD
 FU2634'FENCE LINE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 FU2634'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 FU2634'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU2634
 FU2634                          STATION RECOVERY (1966)
 FU2634
 FU2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1158 ***********************************************************************
 KS1158  DESIGNATION -  160 BB USGS
 KS1158  PID         -  KS1158
 KS1158  STATE/COUNTY-  CA/BUTTE
 KS1158  USGS QUAD   -  SHIPPEE (1969)
 KS1158
 KS1158                         *CURRENT SURVEY CONTROL
 KS1158  ___________________________________________________________________
 KS1158* NAD 83(1986)-  39 30 33.     (N)    121 39 04.     (W)     SCALED    
 KS1158* NAVD 88     -        49.86   (+/-2cm)     163.6    (feet)  VERTCON   
 KS1158  ___________________________________________________________________
 KS1158  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 KS1158  VERT ORDER  -  FIRST     CLASS II (See Below)
 KS1158
 KS1158.The horizontal coordinates were scaled from a topographic map and have
 KS1158.an estimated accuracy of +/- 6 seconds.
 KS1158
 KS1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1158.The vertical order pertains to the NGVD 29 superseded value.
 KS1158
 KS1158.The geoid height was determined by GEOID03.
 KS1158
 KS1158;                    North         East    Units  Estimated Accuracy
 KS1158;SPC CA 2     -   704,590.    2,030,000.      MT  (+/- 180 meters Scaled)
 KS1158
 KS1158                          SUPERSEDED SURVEY CONTROL
 KS1158
 KS1158  NGVD 29 (??/??/??)   49.152  (m)          161.26   (f) ADJUSTED    1 2
 KS1158
 KS1158.Superseded values are not recommended for survey control.
 KS1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1158.See file dsdata.txt to determine how the superseded data were derived.
 KS1158
 KS1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ159741(NAD 83)
 KS1158_MARKER: DD = SURVEY DISK
 KS1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1158_STAMPING: CAL 160 B B 6 1909
 KS1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1158+STABILITY: SURFACE MOTION
 KS1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1158+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS1158
 KS1158  HISTORY     - Date     Condition        Report By
 KS1158  HISTORY     - 1909     MONUMENTED       USGS
 KS1158  HISTORY     - 1948     GOOD             NGS
 KS1158  HISTORY     - 20040324 GOOD             CADT
 KS1158
 KS1158                          STATION DESCRIPTION
 KS1158
 KS1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS1158'AT OROVILLE JUNCTION.
 KS1158'AT OROVILLE JUNCTION, IN THE NORTHWEST CORNER OF THE FLORAL
 KS1158'SCHOOL YARD, ABOUT 125 FEET NORTHWEST OF THE NORTHWEST CORNER
 KS1158'OF THE SCHOOL BUILDING, 41.6 FEET NORTHEAST OF THE NORTHEAST
 KS1158'RAIL OF THE RAILROAD, 32.5 FEET SOUTHEAST OF THE CENTER LINE
 KS1158'OF A GRAVEL ROAD CROSSING THE RAILROAD, 2.8 FEET SOUTHEAST OF
 KS1158'A CORNER FENCE POST IN THE NORTHWEST CORNER OF THE SCHOOL YARD,
 KS1158'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 KS1158'THE GROUND.
 KS1158
 KS1158                          STATION RECOVERY (2004)
 KS1158
 KS1158'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0621 ***********************************************************************
 JS0621  DESIGNATION -  160 M USGS
 JS0621  PID         -  JS0621
 JS0621  STATE/COUNTY-  CA/EL DORADO
 JS0621  USGS QUAD   -  COLOMA (1973)
 JS0621
 JS0621                         *CURRENT SURVEY CONTROL
 JS0621  ___________________________________________________________________
 JS0621* NAD 83(1986)-  38 49 42.     (N)    120 57 38.     (W)     SCALED    
 JS0621* NAVD 88     -       243.46   (+/-2cm)     798.8    (feet)  VERTCON   
 JS0621  ___________________________________________________________________
 JS0621  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JS0621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0621
 JS0621.The horizontal coordinates were scaled from a topographic map and have
 JS0621.an estimated accuracy of +/- 6 seconds.
 JS0621
 JS0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0621.The vertical order pertains to the NGVD 29 superseded value.
 JS0621
 JS0621.The geoid height was determined by GEOID03.
 JS0621
 JS0621;                    North         East    Units  Estimated Accuracy
 JS0621;SPC CA 2     -   629,470.    2,090,250.      MT  (+/- 180 meters Scaled)
 JS0621
 JS0621                          SUPERSEDED SURVEY CONTROL
 JS0621
 JS0621  NGVD 29 (??/??/92)  242.658  (m)          796.12   (f) ADJ UNCH    2 0
 JS0621
 JS0621.Superseded values are not recommended for survey control.
 JS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0621.See file dsdata.txt to determine how the superseded data were derived.
 JS0621
 JS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH770997(NAD 83)
 JS0621_MARKER: DD = SURVEY DISK
 JS0621_SETTING: 66 = SET IN ROCK OUTCROP
 JS0621_SP_SET: ROCK OUTCROP
 JS0621_STAMPING: 160 M 1933
 JS0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0621+STABILITY: POSITION/ELEVATION WELL
 JS0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0621+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2002
 JS0621
 JS0621  HISTORY     - Date     Condition        Report By
 JS0621  HISTORY     - 1933     MONUMENTED       USGS
 JS0621  HISTORY     - 1935     GOOD             NGS
 JS0621  HISTORY     - 20021211 GOOD             INDIV
 JS0621  HISTORY     - 20040323 GOOD             CADT
 JS0621  HISTORY     - 20070329 GOOD             GEOCAC
 JS0621
 JS0621                          STATION DESCRIPTION
 JS0621
 JS0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0621'3.8 MI SE FROM PILOT HILL.
 JS0621'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM PILOT HILL, EL
 JS0621'DORADO COUNTY, 49 FEET EAST OF THE NORTH END OF A 12-INCH PIPE
 JS0621'CULVERT, 20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 JS0621'TOP OF A GRANITE OUTCROP, AND ABOUT 5 FEET HIGHER THAN THE
 JS0621'ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JS0621'160 M 1933.
 JS0621
 JS0621                          STATION RECOVERY (2002)
 JS0621
 JS0621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JHW)
 JS0621'DESCRIPTION OF 1935 IS STILL CORRECT. JUST INSIDE THE GATES TO THE
 JS0621'WINERY ON THE NORTH SIDE OF THE ROAD. CONSUMER GPS REPORTS 38 39 41,
 JS0621'120 57 36.
 JS0621
 JS0621                          STATION RECOVERY (2004)
 JS0621
 JS0621'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0621'RECOVERED IN GOOD CONDITION.
 JS0621
 JS0621                          STATION RECOVERY (2007)
 JS0621
 JS0621'RECOVERY NOTE BY GEOCACHING 2007 (TFW)
 JS0621'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2258 ***********************************************************************
 HS2258  DESIGNATION -  160 USGS
 HS2258  PID         -  HS2258
 HS2258  STATE/COUNTY-  CA/STANISLAUS
 HS2258  USGS QUAD   -  FARMINGTON (1987)
 HS2258
 HS2258                         *CURRENT SURVEY CONTROL
 HS2258  ___________________________________________________________________
 HS2258* NAD 83(1986)-  37 53 36.     (N)    120 52 50.     (W)     SCALED    
 HS2258* NAVD 88     -        49.96   (+/-2cm)     163.9    (feet)  VERTCON   
 HS2258  ___________________________________________________________________
 HS2258  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HS2258  VERT ORDER  -  THIRD (See Below)
 HS2258
 HS2258.The horizontal coordinates were scaled from a topographic map and have
 HS2258.an estimated accuracy of +/- 6 seconds.
 HS2258
 HS2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2258.The vertical order pertains to the NGVD 29 superseded value.
 HS2258
 HS2258.The geoid height was determined by GEOID03.
 HS2258
 HS2258;                    North         East    Units  Estimated Accuracy
 HS2258;SPC CA 3     -   654,700.    1,966,530.      MT  (+/- 180 meters Scaled)
 HS2258
 HS2258                          SUPERSEDED SURVEY CONTROL
 HS2258
 HS2258  NGVD 29 (??/??/??)   49.23   (m)          161.5    (f) RESET       3  
 HS2258
 HS2258.Superseded values are not recommended for survey control.
 HS2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2258.See file dsdata.txt to determine how the superseded data were derived.
 HS2258
 HS2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG863960(NAD 83)
 HS2258_MARKER: P = PIPE CAP
 HS2258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2258_STAMPING: 160 1911
 HS2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2258
 HS2258  HISTORY     - Date     Condition        Report By
 HS2258  HISTORY     - 1911     MONUMENTED       USGS
 HS2258  HISTORY     - 1963     GOOD             NGS
 HS2258
 HS2258                          STATION DESCRIPTION
 HS2258
 HS2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS2258'1.9 MI W FROM EUGENE.
 HS2258'1.9 MILES WEST ALONG SONORA ROAD FROM THE JUNCTION OF MILTON
 HS2258'ROAD AT EUGENE, ON THE INSIDE OF A SHARP CURVE, 157.0 FEET
 HS2258'NORTH OF THE CENTER OF THE NORTH END OF STEEL BRIDGE OVER LITTLE
 HS2258'JOHNS CREEK, 13.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HS2258'7 FEET WEST OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 HS2258'AND A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HS2258'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1457 ***********************************************************************
 GU1457  DESIGNATION -  160.45 R USBR
 GU1457  PID         -  GU1457
 GU1457  STATE/COUNTY-  CA/FRESNO
 GU1457  USGS QUAD   -  HURON (1971)
 GU1457
 GU1457                         *CURRENT SURVEY CONTROL
 GU1457  ___________________________________________________________________
 GU1457* NAD 83(1986)-  36 09 10.     (N)    120 02 57.     (W)     SCALED    
 GU1457* NAVD 88     -        99.13   (+/-2cm)     325.2    (feet)  VERTCON   
 GU1457  ___________________________________________________________________
 GU1457  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 GU1457  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1457
 GU1457.The horizontal coordinates were scaled from a topographic map and have
 GU1457.an estimated accuracy of +/- 6 seconds.
 GU1457
 GU1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1457.The vertical order pertains to the NGVD 29 superseded value.
 GU1457
 GU1457.The geoid height was determined by GEOID03.
 GU1457
 GU1457;                    North         East    Units  Estimated Accuracy
 GU1457;SPC CA 4     -   591,440.    1,905,590.      MT  (+/- 180 meters Scaled)
 GU1457
 GU1457                          SUPERSEDED SURVEY CONTROL
 GU1457
 GU1457  NGVD 29 (??/??/92)   98.285  (m)          322.46   (f) ADJ UNCH    1 1
 GU1457
 GU1457.Superseded values are not recommended for survey control.
 GU1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1457.See file dsdata.txt to determine how the superseded data were derived.
 GU1457
 GU1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF654049(NAD 83)
 GU1457_MARKER: DD = SURVEY DISK
 GU1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1457_SP_SET: GRATE DECK
 GU1457_STAMPING: 160.45 R
 GU1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1457
 GU1457  HISTORY     - Date     Condition        Report By
 GU1457  HISTORY     - UNK      MONUMENTED       BOR
 GU1457  HISTORY     - 1967     GOOD             NGS
 GU1457
 GU1457                          STATION DESCRIPTION
 GU1457
 GU1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1457'73.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1457'73.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1457'DOS AMIGOS PUMP PLANT, 4.7 FEET WEST OF BENCH MARK E 1097,
 GU1457'IN THE TOP OF THE CENTER OF THE WEST SIDE OF THE GRATE DECK
 GU1457'OF A TURNOUT STRUCTURE, 24 FEET EAST OF THE CENTER LINE OF
 GU1457'THE WEST LEVEE ROAD, 0.9 FOOT EAST OF THE EAST FACE OF A
 GU1457'CONCRETE RETAINING WALL SUPPORTNG A GUARDRAIL, AND ABOUT 3
 GU1457'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4034 ***********************************************************************
 EW4034  DESIGNATION -  160.9 USGS
 EW4034  PID         -  EW4034
 EW4034  STATE/COUNTY-  CA/LOS ANGELES
 EW4034  USGS QUAD   -  TOPANGA (1991)
 EW4034
 EW4034                         *CURRENT SURVEY CONTROL
 EW4034  ___________________________________________________________________
 EW4034* NAD 83(1986)-  34 03 03.     (N)    118 34 54.     (W)     SCALED    
 EW4034* NAVD 88     -        49.83   (+/-2cm)     163.5    (feet)  VERTCON   
 EW4034  ___________________________________________________________________
 EW4034  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW4034  VERT ORDER  -  THIRD (See Below)
 EW4034
 EW4034.The horizontal coordinates were scaled from a topographic map and have
 EW4034.an estimated accuracy of +/- 6 seconds.
 EW4034
 EW4034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4034.The vertical order pertains to the NGVD 29 superseded value.
 EW4034
 EW4034.The geoid height was determined by GEOID03.
 EW4034
 EW4034;                    North         East    Units  Estimated Accuracy
 EW4034;SPC CA 5     -   561,260.    1,946,300.      MT  (+/- 180 meters Scaled)
 EW4034
 EW4034                          SUPERSEDED SURVEY CONTROL
 EW4034
 EW4034  NGVD 29 (??/??/??)   49.05   (m)          160.9    (f) RESET       3  
 EW4034
 EW4034.Superseded values are not recommended for survey control.
 EW4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4034.See file dsdata.txt to determine how the superseded data were derived.
 EW4034
 EW4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT540689(NAD 83)
 EW4034_MARKER: Q = CHISELED SQUARE
 EW4034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4034_SP_SET: CULVERT
 EW4034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4034
 EW4034  HISTORY     - Date     Condition        Report By
 EW4034  HISTORY     - UNK      MONUMENTED       USGS
 EW4034  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW4034
 EW4034                          STATION DESCRIPTION
 EW4034
 EW4034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4034'0.4 MI S FROM ELKHORN CAMP.
 EW4034'0.4 MILE SOUTH ALONG STATE HIGHWAY 27 (TOPANGA CANYON AVENUE)
 EW4034'FROM ELKHORN CAMP, LOS ANGELES COUNTY, AT HIGHWAY STATION
 EW4034'8-24-46, AT A CONCRETE CULVERT PAINTED 160.9, ON THE TOP OF THE
 EW4034'EAST CONCRETE HEADWALL, AND 17 FEET EAST OF THE CENTERLINE OF THE
 EW4034'HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0752 ***********************************************************************
 EV0752  DESIGNATION -  1603
 EV0752  PID         -  EV0752
 EV0752  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0752  USGS QUAD   -  NEWBERRY SPRINGS (1993)
 EV0752
 EV0752                         *CURRENT SURVEY CONTROL
 EV0752  ___________________________________________________________________
 EV0752* NAD 83(1986)-  34 47 18.     (N)    116 39 05.     (W)     SCALED    
 EV0752* NAVD 88     -       658.334  (meters)    2159.88   (feet)  ADJUSTED  
 EV0752  ___________________________________________________________________
 EV0752  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EV0752  DYNAMIC HT  -         657.589 (meters)    2157.44  (feet)  COMP
 EV0752  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 EV0752
 EV0752  VERT ORDER  -  FIRST     CLASS I
 EV0752
 EV0752.The horizontal coordinates were scaled from a topographic map and have
 EV0752.an estimated accuracy of +/- 6 seconds.
 EV0752
 EV0752.The orthometric height was determined by differential leveling
 EV0752.and adjusted in June 1991.
 EV0752
 EV0752.The geoid height was determined by GEOID03.
 EV0752
 EV0752.The dynamic height is computed by dividing the NAVD 88
 EV0752.geopotential number by the normal gravity value computed on the
 EV0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0752.degrees latitude (g = 980.6199 gals.).
 EV0752
 EV0752.The modeled gravity was interpolated from observed gravity values.
 EV0752
 EV0752;                    North         East    Units  Estimated Accuracy
 EV0752;SPC CA 5     -   643,740.    2,123,420.      MT  (+/- 180 meters Scaled)
 EV0752
 EV0752                          SUPERSEDED SURVEY CONTROL
 EV0752
 EV0752  NGVD 29 (05/01/91)  657.597  (m)         2157.47   (f) ADJUSTED    1 1
 EV0752
 EV0752.Superseded values are not recommended for survey control.
 EV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0752.See file dsdata.txt to determine how the superseded data were derived.
 EV0752
 EV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU318496(NAD 83)
 EV0752_MARKER: DD = SURVEY DISK
 EV0752_SETTING: 66 = SET IN ROCK OUTCROP
 EV0752_SP_SET: ROCK OUTCROP
 EV0752_STAMPING: 1603
 EV0752_MARK LOGO: CGS+SS
 EV0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV0752+STABILITY: POSITION/ELEVATION WELL
 EV0752
 EV0752  HISTORY     - Date     Condition        Report By
 EV0752  HISTORY     - UNK      MONUMENTED       CGS
 EV0752  HISTORY     - 1974     GOOD             NGS
 EV0752  HISTORY     - 1982     POOR             NGS
 EV0752
 EV0752                          STATION DESCRIPTION
 EV0752
 EV0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0752'4.6 MI SE FROM NEWBERRY.
 EV0752'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0752'FROM THE CROSSING OF MT VIEW ROAD AT NEWBERRY, THENCE 0.45 MILE
 EV0752'SOUTH ALONG NEWBERRY ROAD, THENCE 1.0 MILE EAST ALONG NATIONAL
 EV0752'TRAILS HIGHWAY, THENCE 2.2 MILES SOUTH ALONG PONIENTE DRIVE,
 EV0752'AT A POINT WHERE THE ROAD PASSES AROUND THE WEST END OF A
 EV0752'ROCKY HILL, 291 1/2 FEET SOUTH OF THE CENTER OF THE JUNCTION
 EV0752'OF A ROAD WEST TO A DUMP, 14 FEET EAST OF THE CENTER LINE OF
 EV0752'THE DRIVE, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS
 EV0752'ABOUT 2 1/2 FEET ABOVE THE GROUND, 7.1 FEET SOUTH OF BENCH MARK
 EV0752'N 1248, 5.7 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET
 EV0752'HIGHER THAN THE DRIVE.  SEC 15, T8N, R3E.
 EV0752
 EV0752                          STATION RECOVERY (1982)
 EV0752
 EV0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EV0752'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0748 ***********************************************************************
 EV0748  DESIGNATION -  1604
 EV0748  PID         -  EV0748
 EV0748  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0748  USGS QUAD   -  NEWBERRY SPRINGS (1993)
 EV0748
 EV0748                         *CURRENT SURVEY CONTROL
 EV0748  ___________________________________________________________________
 EV0748* NAD 83(1986)-  34 45 55.     (N)    116 39 39.     (W)     SCALED    
 EV0748* NAVD 88     -       771.88   (+/-2cm)    2532.4    (feet)  VERTCON   
 EV0748  ___________________________________________________________________
 EV0748  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EV0748  VERT ORDER  -  THIRD (See Below)
 EV0748
 EV0748.The horizontal coordinates were scaled from a topographic map and have
 EV0748.an estimated accuracy of +/- 6 seconds.
 EV0748
 EV0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0748.The vertical order pertains to the NGVD 29 superseded value.
 EV0748
 EV0748.The geoid height was determined by GEOID03.
 EV0748
 EV0748;                    North         East    Units  Estimated Accuracy
 EV0748;SPC CA 5     -   641,170.    2,122,590.      MT  (+/- 180 meters Scaled)
 EV0748
 EV0748                          SUPERSEDED SURVEY CONTROL
 EV0748
 EV0748  NGVD 29 (??/??/??)  771.11   (m)         2529.9    (f) RESET       3  
 EV0748
 EV0748.Superseded values are not recommended for survey control.
 EV0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0748.See file dsdata.txt to determine how the superseded data were derived.
 EV0748
 EV0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU310470(NAD 83)
 EV0748_MARKER: DD = SURVEY DISK
 EV0748_SETTING: 66 = SET IN ROCK OUTCROP
 EV0748_SP_SET: ROCK SHELF
 EV0748_STAMPING: 1604
 EV0748_MARK LOGO: CGS+SS
 EV0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV0748+STABILITY: POSITION/ELEVATION WELL
 EV0748
 EV0748  HISTORY     - Date     Condition        Report By
 EV0748  HISTORY     - UNK      MONUMENTED       CADH
 EV0748  HISTORY     - 1944     GOOD             NGS
 EV0748  HISTORY     - 1982     GOOD             NGS
 EV0748
 EV0748                          STATION DESCRIPTION
 EV0748
 EV0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0748'33.2 MI NE FROM LUCERNE VALLEY.
 EV0748'ABOUT 33.2 MILES NORTHEAST ALONG THE NEWBERRY ROAD FROM THE
 EV0748'POST OFFICE AT LUCERNE VALLEY, 3.4 MILES NORTH OF KANE SPRINGS,
 EV0748'40 FEET EAST OF THE CENTER OF THE ROAD, IN A SMALL WASH, SET
 EV0748'ON A ROCK SHELF AND AT THE SOUTH SIDE OF A LAVA FLOW.  A STATE
 EV0748'SURVEY STANDARD DISK, STAMPED 1604.
 EV0748
 EV0748                          STATION RECOVERY (1982)
 EV0748
 EV0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EV0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0688 ***********************************************************************
 EV0688  DESIGNATION -  1607
 EV0688  PID         -  EV0688
 EV0688  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0688  USGS QUAD   -  CAMP ROCK MINE (1982)
 EV0688
 EV0688                         *CURRENT SURVEY CONTROL
 EV0688  ___________________________________________________________________
 EV0688* NAD 83(1986)-  34 42 33.     (N)    116 41 55.     (W)     SCALED    
 EV0688* NAVD 88     -      1228.05   (+/-2cm)    4029.0    (feet)  VERTCON   
 EV0688  ___________________________________________________________________
 EV0688  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EV0688  VERT ORDER  -  THIRD (See Below)
 EV0688
 EV0688.The horizontal coordinates were scaled from a topographic map and have
 EV0688.an estimated accuracy of +/- 6 seconds.
 EV0688
 EV0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0688.The vertical order pertains to the NGVD 29 superseded value.
 EV0688
 EV0688.The geoid height was determined by GEOID03.
 EV0688
 EV0688;                    North         East    Units  Estimated Accuracy
 EV0688;SPC CA 5     -   634,900.    2,119,210.      MT  (+/- 180 meters Scaled)
 EV0688
 EV0688                          SUPERSEDED SURVEY CONTROL
 EV0688
 EV0688  NGVD 29 (??/??/??) 1227.18   (m)         4026.2    (f) RESET       3  
 EV0688
 EV0688.Superseded values are not recommended for survey control.
 EV0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0688.See file dsdata.txt to determine how the superseded data were derived.
 EV0688
 EV0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU275408(NAD 83)
 EV0688_MARKER: DD = SURVEY DISK
 EV0688_SETTING: 66 = SET IN ROCK OUTCROP
 EV0688_SP_SET: SOLID ROCK
 EV0688_STAMPING: 1607
 EV0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV0688+STABILITY: POSITION/ELEVATION WELL
 EV0688
 EV0688  HISTORY     - Date     Condition        Report By
 EV0688  HISTORY     - UNK      MONUMENTED       CADH
 EV0688  HISTORY     - 1944     GOOD             NGS
 EV0688
 EV0688                          STATION DESCRIPTION
 EV0688
 EV0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0688'27.6 MI NE FROM LUCERNE VALLEY.
 EV0688'ALONG THE LUCERNE VALLEY-NEWBERRY ROAD, 27.6 MILES NORTHEAST
 EV0688'OF THE POST OFFICE AT LUCERNE VALLEY, AT THE EAST EDGE OF THE
 EV0688'ROAD AND ABOUT 5 FEET ABOVE THE ROAD, SET IN A SOLID ROCK
 EV0688'FORMATION, AT THE NORTH END OF A CURVE AND 10 FEET EAST OF
 EV0688'THE CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK,
 EV0688'STAMPED 1607.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3314 ***********************************************************************
 AH3314  DESIGNATION -  1607 1
 AH3314  PID         -  AH3314
 AH3314  STATE/COUNTY-  CA/LOS ANGELES
 AH3314  USGS QUAD   -  BURBANK (1994)
 AH3314
 AH3314                         *CURRENT SURVEY CONTROL
 AH3314  ___________________________________________________________________
 AH3314* NAD 83(1986)-  34 10 33.     (N)    118 18 55.     (W)     SCALED    
 AH3314* NAVD 88     -       169.178  (meters)     555.04   (feet)  ADJUSTED  
 AH3314  ___________________________________________________________________
 AH3314  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AH3314  DYNAMIC HT  -         169.000 (meters)     554.46  (feet)  COMP
 AH3314  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 AH3314
 AH3314  VERT ORDER  -  FIRST     CLASS II
 AH3314
 AH3314.The horizontal coordinates were scaled from a topographic map and have
 AH3314.an estimated accuracy of +/- 6 seconds.
 AH3314
 AH3314.The orthometric height was determined by differential leveling
 AH3314.and adjusted in May 1999.
 AH3314
 AH3314.The geoid height was determined by GEOID03.
 AH3314
 AH3314.The dynamic height is computed by dividing the NAVD 88
 AH3314.geopotential number by the normal gravity value computed on the
 AH3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3314.degrees latitude (g = 980.6199 gals.).
 AH3314
 AH3314.The modeled gravity was interpolated from observed gravity values.
 AH3314
 AH3314;                    North         East    Units  Estimated Accuracy
 AH3314;SPC CA 5     -   575,010.    1,970,930.      MT  (+/- 180 meters Scaled)
 AH3314
 AH3314                          SUPERSEDED SURVEY CONTROL
 AH3314
 AH3314.No superseded survey control is available for this station.
 AH3314
 AH3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787824(NAD 83)
 AH3314_MARKER: DB = BENCH MARK DISK
 AH3314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3314_SP_SET: CATCH BASIN
 AH3314_STAMPING: CITY OF BURBANK BM 1607-1
 AH3314_MARK LOGO: CA0480
 AH3314_PROJECTION: FLUSH
 AH3314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3314+STABILITY: SURFACE MOTION
 AH3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3314+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1997
 AH3314
 AH3314  HISTORY     - Date     Condition        Report By
 AH3314  HISTORY     - UNK      MONUMENTED       CA0480
 AH3314  HISTORY     - 19970423 GOOD             MWDSC
 AH3314
 AH3314                          STATION DESCRIPTION
 AH3314
 AH3314'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3314'IN THE CITY OF BURBANK, AT THE NORTHWEST CORNER OF OLIVE AVENUE AND
 AH3314'LAKE STREET, 21.3 M (69.9 FT) NORTHWESTERLY OF THE CENTERLINE OF OLIVE
 AH3314'AVENUE, 8.2 M (26.9 FT) NORTHEASTERLY OF THE CENTERLINE OF LAKE
 AH3314'AVENUE, STATION IS IN THE SOUTHERLY END OF A 1.5 M (4.9 FT) BY 2.6 M
 AH3314'(8.5 FT) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0881 ***********************************************************************
 KS0881  DESIGNATION -  1607 USBPR
 KS0881  PID         -  KS0881
 KS0881  STATE/COUNTY-  CA/NEVADA
 KS0881  USGS QUAD   -  CAMPTONVILLE (1995)
 KS0881
 KS0881                         *CURRENT SURVEY CONTROL
 KS0881  ___________________________________________________________________
 KS0881* NAD 83(1986)-  39 23 12.     (N)    121 04 57.     (W)     SCALED    
 KS0881* NAVD 88     -       490.651  (meters)    1609.74   (feet)  ADJUSTED  
 KS0881  ___________________________________________________________________
 KS0881  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 KS0881  DYNAMIC HT  -         490.311 (meters)    1608.63  (feet)  COMP
 KS0881  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 KS0881
 KS0881  VERT ORDER  -  SECOND    CLASS 0
 KS0881
 KS0881.The horizontal coordinates were scaled from a topographic map and have
 KS0881.an estimated accuracy of +/- 6 seconds.
 KS0881
 KS0881.The orthometric height was determined by differential leveling
 KS0881.and adjusted in June 1991.
 KS0881
 KS0881.The geoid height was determined by GEOID03.
 KS0881
 KS0881.The dynamic height is computed by dividing the NAVD 88
 KS0881.geopotential number by the normal gravity value computed on the
 KS0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0881.degrees latitude (g = 980.6199 gals.).
 KS0881
 KS0881.The modeled gravity was interpolated from observed gravity values.
 KS0881
 KS0881;                    North         East    Units  Estimated Accuracy
 KS0881;SPC CA 2     -   691,330.    2,079,040.      MT  (+/- 180 meters Scaled)
 KS0881
 KS0881                          SUPERSEDED SURVEY CONTROL
 KS0881
 KS0881  NGVD 29 (??/??/??)  489.865  (m)         1607.17   (f) ADJUSTED    2 0
 KS0881
 KS0881.Superseded values are not recommended for survey control.
 KS0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0881.See file dsdata.txt to determine how the superseded data were derived.
 KS0881
 KS0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ651614(NAD 83)
 KS0881_MARKER: DD = SURVEY DISK
 KS0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0881_SP_SET: CULVERT
 KS0881_STAMPING: 1607 1947
 KS0881
 KS0881  HISTORY     - Date     Condition        Report By
 KS0881  HISTORY     - UNK      MONUMENTED
 KS0881  HISTORY     - 1960     GOOD             NGS
 KS0881  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0881
 KS0881                          STATION DESCRIPTION
 KS0881
 KS0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KS0881'2.2 MI N FROM NORTH SAN JUAN.
 KS0881'2.2 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT
 KS0881'NORTH SAN JUAN, IN R8E, T18N, S33, IN THE TOP AND 1.1 FEET
 KS0881'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A
 KS0881'24-INCH PIPE CULVERT A-112 58, 48 FEET SOUTHEAST OF THE CENTER
 KS0881'LINE OF THE HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 KS0881
 KS0881                          STATION RECOVERY (2004)
 KS0881
 KS0881'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1005 ***********************************************************************
 JT1005  DESIGNATION -  1607.5 USGS
 JT1005  PID         -  JT1005
 JT1005  STATE/COUNTY-  CA/LAKE
 JT1005  USGS QUAD   -  WHISPERING PINES (1993)
 JT1005
 JT1005                         *CURRENT SURVEY CONTROL
 JT1005  ___________________________________________________________________
 JT1005* NAD 83(1986)-  38 47 17.     (N)    122 41 37.     (W)     SCALED    
 JT1005* NAVD 88     -       491.07   (+/-2cm)    1611.1    (feet)  VERTCON   
 JT1005  ___________________________________________________________________
 JT1005  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JT1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1005
 JT1005.The horizontal coordinates were scaled from a topographic map and have
 JT1005.an estimated accuracy of +/- 6 seconds.
 JT1005
 JT1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1005.The vertical order pertains to the NGVD 29 superseded value.
 JT1005
 JT1005.The geoid height was determined by GEOID03.
 JT1005
 JT1005;                    North         East    Units  Estimated Accuracy
 JT1005;SPC CA 2     -   624,710.    1,939,740.      MT  (+/- 180 meters Scaled)
 JT1005
 JT1005                          SUPERSEDED SURVEY CONTROL
 JT1005
 JT1005  NGVD 29 (??/??/92)  490.156  (m)         1608.12   (f) ADJ UNCH    2 0
 JT1005
 JT1005.Superseded values are not recommended for survey control.
 JT1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1005.See file dsdata.txt to determine how the superseded data were derived.
 JT1005
 JT1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH266933(NAD 83)
 JT1005_MARKER: Q = CHISELED SQUARE
 JT1005_SETTING: 80 = SET IN A BOULDER
 JT1005_SP_SET: BOULDER
 JT1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1005+STABILITY: SURFACE MOTION
 JT1005
 JT1005  HISTORY     - Date     Condition        Report By
 JT1005  HISTORY     - UNK      MONUMENTED       USGS
 JT1005  HISTORY     - 1961     GOOD             NGS
 JT1005  HISTORY     - 1973     MARK NOT FOUND   NGS
 JT1005  HISTORY     - 1975     MARK NOT FOUND   USGS
 JT1005
 JT1005                          STATION DESCRIPTION
 JT1005
 JT1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JT1005'5.2 MI NW FROM MIDDLETOWN.
 JT1005'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 JT1005'AT MIDDLETOWN, 65 YARDS NORTHWEST OF CULVERT B-4.85, 80 FEET WEST
 JT1005'OF THE CENTERLINE OF THE HIGHWAY, 43.0 FEET EAST OF BENCH MARK
 JT1005'105 M (USGS), 15 FEET SOUTHEAST OF THE CENTERLINE OF AN ABANDONED
 JT1005'SECTION OF HIGHWAY, AND IN THE TOP OF A BOULDER 0.3 FOOT
 JT1005'UNDERGROUND.
 JT1005
 JT1005                          STATION RECOVERY (1973)
 JT1005
 JT1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT1005'MARK NOT FOUND.
 JT1005
 JT1005                          STATION RECOVERY (1975)
 JT1005
 JT1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0686 ***********************************************************************
 EV0686  DESIGNATION -  1608
 EV0686  PID         -  EV0686
 EV0686  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0686  USGS QUAD   -  CAMP ROCK MINE (1982)
 EV0686
 EV0686                         *CURRENT SURVEY CONTROL
 EV0686  ___________________________________________________________________
 EV0686* NAD 83(1986)-  34 41 30.     (N)    116 41 43.     (W)     SCALED    
 EV0686* NAVD 88     -      1349.17   (+/-2cm)    4426.4    (feet)  VERTCON   
 EV0686  ___________________________________________________________________
 EV0686  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EV0686  VERT ORDER  -  THIRD (See Below)
 EV0686
 EV0686.The horizontal coordinates were scaled from a topographic map and have
 EV0686.an estimated accuracy of +/- 6 seconds.
 EV0686
 EV0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0686.The vertical order pertains to the NGVD 29 superseded value.
 EV0686
 EV0686.The geoid height was determined by GEOID03.
 EV0686
 EV0686;                    North         East    Units  Estimated Accuracy
 EV0686;SPC CA 5     -   632,960.    2,119,540.      MT  (+/- 180 meters Scaled)
 EV0686
 EV0686                          SUPERSEDED SURVEY CONTROL
 EV0686
 EV0686  NGVD 29 (??/??/??) 1348.30   (m)         4423.5    (f) RESET       3  
 EV0686
 EV0686.Superseded values are not recommended for survey control.
 EV0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0686.See file dsdata.txt to determine how the superseded data were derived.
 EV0686
 EV0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU279388(NAD 83)
 EV0686_MARKER: DD = SURVEY DISK
 EV0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0686_STAMPING: 1608
 EV0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0686+STABILITY: SURFACE MOTION
 EV0686
 EV0686  HISTORY     - Date     Condition        Report By
 EV0686  HISTORY     - UNK      MONUMENTED       CADH
 EV0686  HISTORY     - 1944     GOOD             NGS
 EV0686
 EV0686                          STATION DESCRIPTION
 EV0686
 EV0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0686'26.3 MI NE FROM LUCERNE VALLEY.
 EV0686'ALONG THE LUCERNE VALLEY-NEWBERRY ROAD, 26.3 MILES NORTHEAST
 EV0686'OF THE POST OFFICE AT LUCERNE VALLEY, AT THE SUMMIT OF THE
 EV0686'MOUNTAIN OVER WHICH THE ROAD PASSES, 56 FEET WEST OF THE
 EV0686'CENTERLINE OF THE ROAD, AT THE EAST EDGE OF A SLOPE AND 2 FEET
 EV0686'NORTHEAST OF A WHITE REFERENCE POST.  A STATE SURVEY STANDARD
 EV0686'DISK, STAMPED 1608 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0684 ***********************************************************************
 EV0684  DESIGNATION -  1609
 EV0684  PID         -  EV0684
 EV0684  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0684  USGS QUAD   -  CAMP ROCK MINE (1982)
 EV0684
 EV0684                         *CURRENT SURVEY CONTROL
 EV0684  ___________________________________________________________________
 EV0684* NAD 83(1986)-  34 40 40.     (N)    116 42 09.     (W)     SCALED    
 EV0684* NAVD 88     -      1241.38   (+/-2cm)    4072.8    (feet)  VERTCON   
 EV0684  ___________________________________________________________________
 EV0684  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EV0684  VERT ORDER  -  THIRD (See Below)
 EV0684
 EV0684.The horizontal coordinates were scaled from a topographic map and have
 EV0684.an estimated accuracy of +/- 6 seconds.
 EV0684
 EV0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0684.The vertical order pertains to the NGVD 29 superseded value.
 EV0684
 EV0684.The geoid height was determined by GEOID03.
 EV0684
 EV0684;                    North         East    Units  Estimated Accuracy
 EV0684;SPC CA 5     -   631,410.    2,118,900.      MT  (+/- 180 meters Scaled)
 EV0684
 EV0684                          SUPERSEDED SURVEY CONTROL
 EV0684
 EV0684  NGVD 29 (??/??/??) 1240.51   (m)         4069.9    (f) RESET       3  
 EV0684
 EV0684.Superseded values are not recommended for survey control.
 EV0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0684.See file dsdata.txt to determine how the superseded data were derived.
 EV0684
 EV0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU272373(NAD 83)
 EV0684_MARKER: DD = SURVEY DISK
 EV0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0684_STAMPING: 1609
 EV0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0684+STABILITY: SURFACE MOTION
 EV0684
 EV0684  HISTORY     - Date     Condition        Report By
 EV0684  HISTORY     - UNK      MONUMENTED       CADH
 EV0684  HISTORY     - 1944     GOOD             NGS
 EV0684  HISTORY     - 1978     GOOD             NGS
 EV0684
 EV0684                          STATION DESCRIPTION
 EV0684
 EV0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0684'25.1 MI NE FROM LUCERNE VALLEY.
 EV0684'ALONG THE LUCERNE VALLEY-NEWBERRY ROAD, 25.1 MILE NORTHEAST
 EV0684'OF THE POST OFFICE AT LUCERNE VALLEY, AT A ROAD CROSSING, 49
 EV0684'FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 72 FEET SOUTHEAST
 EV0684'OF THE CENTER OF THE ROAD CROSSING, 39 FEET EAST OF THE CENTERLINE
 EV0684'OF THE ROAD WHICH CROSSES THE MAIN ROAD, 2.2 FEET WEST OF A
 EV0684'WHITE REFERENCE POST AND SET IN A CONCRETE POST EXTENDING 18
 EV0684'INCHES ABOVE THE GROUND.  A STATE SURVEY STANDARD DISK, STAMPED
 EV0684'1609 AND SET IN THE TOP OF A CONCRETE POST.
 EV0684
 EV0684                          STATION RECOVERY (1978)
 EV0684
 EV0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0684'5.15 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION OF
 EV0684'STATE HIGHWAY 247, THENCE 19.2 MILES NORTHEAST ALONG CAMP ROCK ROAD,
 EV0684'THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD, 365 FT. EAST OF THE
 EV0684'CENTER LINE OF THE ROAD, AT THE JUNCTION OF AN EAST-WEST ROAD, 38 FT.
 EV0684'NORTH OF THE EAST-WEST ROAD, 41 FT. EAST OF THE CENTER LINE OF A DIM
 EV0684'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0383 ***********************************************************************
 KT0383  DESIGNATION -  1609 USGS
 KT0383  PID         -  KT0383
 KT0383  STATE/COUNTY-  CA/COLUSA
 KT0383  USGS QUAD   -  WILBUR SPRINGS (1991)
 KT0383
 KT0383                         *CURRENT SURVEY CONTROL
 KT0383  ___________________________________________________________________
 KT0383* NAD 83(1986)-  39 00 33.     (N)    122 24 11.     (W)     SCALED    
 KT0383* NAVD 88     -       491.34   (+/-2cm)    1612.0    (feet)  VERTCON   
 KT0383  ___________________________________________________________________
 KT0383  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 KT0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0383
 KT0383.The horizontal coordinates were scaled from a topographic map and have
 KT0383.an estimated accuracy of +/- 6 seconds.
 KT0383
 KT0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0383.The vertical order pertains to the NGVD 29 superseded value.
 KT0383
 KT0383.The geoid height was determined by GEOID03.
 KT0383
 KT0383;                    North         East    Units  Estimated Accuracy
 KT0383;SPC CA 2     -   649,100.    1,965,090.      MT  (+/- 180 meters Scaled)
 KT0383
 KT0383                          SUPERSEDED SURVEY CONTROL
 KT0383
 KT0383  NGVD 29 (??/??/92)  490.491  (m)         1609.22   (f) ADJ UNCH    1 2
 KT0383
 KT0383.Superseded values are not recommended for survey control.
 KT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0383.See file dsdata.txt to determine how the superseded data were derived.
 KT0383
 KT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ516179(NAD 83)
 KT0383_MARKER: Q = CHISELED SQUARE
 KT0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0383_SP_SET: CULVERT
 KT0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0383
 KT0383  HISTORY     - Date     Condition        Report By
 KT0383  HISTORY     - UNK      MONUMENTED       USGS
 KT0383  HISTORY     - 1934     GOOD             NGS
 KT0383  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0383
 KT0383                          STATION DESCRIPTION
 KT0383
 KT0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KT0383'21.2 MI SW FROM WILLIAMS.
 KT0383'21.2 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM WILLIAMS,
 KT0383'COLUSA COUNTY, 2.3 MILES WEST OF THE BEAR CREEK BRIDGE, ABOUT 800
 KT0383'FEET NORTHWEST OF A SHARP TURN IN THE HIGHWAY, ON A HIGH FILL,
 KT0383'AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 KT0383'SOUTH HEADWALL.  A CHISELED SQUARE.
 KT0383
 KT0383                          STATION RECOVERY (1967)
 KT0383
 KT0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1362 ***********************************************************************
 FU1362  DESIGNATION -  161 A DWR
 FU1362  PID         -  FU1362
 FU1362  STATE/COUNTY-  CA/KERN
 FU1362  USGS QUAD   -  BELRIDGE (1973)
 FU1362
 FU1362                         *CURRENT SURVEY CONTROL
 FU1362  ___________________________________________________________________
 FU1362* NAD 83(1986)-  35 29 56.     (N)    119 39 09.     (W)     SCALED    
 FU1362* NAVD 88     -        95.66   (+/-2cm)     313.8    (feet)  VERTCON   
 FU1362  ___________________________________________________________________
 FU1362  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU1362  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1362
 FU1362.The horizontal coordinates were scaled from a topographic map and have
 FU1362.an estimated accuracy of +/- 6 seconds.
 FU1362
 FU1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1362.The vertical order pertains to the NGVD 29 superseded value.
 FU1362
 FU1362.The geoid height was determined by GEOID03.
 FU1362
 FU1362;                    North         East    Units  Estimated Accuracy
 FU1362;SPC CA 5     -   722,970.    1,850,070.      MT  (+/- 180 meters Scaled)
 FU1362
 FU1362                          SUPERSEDED SURVEY CONTROL
 FU1362
 FU1362  NGVD 29 (??/??/92)   95.00   (m)          311.7    (f) COMPUTED    1 1
 FU1362
 FU1362.Superseded values are not recommended for survey control.
 FU1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1362.See file dsdata.txt to determine how the superseded data were derived.
 FU1362
 FU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV594316(NAD 83)
 FU1362_MARKER: DD = SURVEY DISK
 FU1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1362_STAMPING: 161 A 1963
 FU1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1362+STABILITY: SURFACE MOTION
 FU1362
 FU1362  HISTORY     - Date     Condition        Report By
 FU1362  HISTORY     - 1963     MONUMENTED       CADWR
 FU1362  HISTORY     - 1964     GOOD             NGS
 FU1362  HISTORY     - 1975     MARK NOT FOUND   NGS
 FU1362
 FU1362                          STATION DESCRIPTION
 FU1362
 FU1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1362'10.2 MI SE FROM LOST HILLS.
 FU1362'8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU1362'STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.15 MILES EAST ALONG
 FU1362'LERDO HIGHWAY, 0.65 MILE EAST OF BENCH MARK 161 (DWR), 57 FEET
 FU1362'NORTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET WEST-NORTH,
 FU1362'ST OF A POWER POLE, 2.3 FEET NORTHEAST OF A WITNESS POST, 1 FOOT
 FU1362'HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FU1362'WHICH PROJECTS 0.2 FOOT.
 FU1362
 FU1362                          STATION RECOVERY (1975)
 FU1362
 FU1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0396 ***********************************************************************
 DY0396  DESIGNATION -  161 C OF LB
 DY0396  PID         -  DY0396
 DY0396  STATE/COUNTY-  CA/LOS ANGELES
 DY0396  USGS QUAD   -  LONG BEACH (1981)
 DY0396
 DY0396                         *CURRENT SURVEY CONTROL
 DY0396  ___________________________________________________________________
 DY0396* NAD 83(1986)-  33 46 01.     (N)    118 11 11.     (W)     SCALED    
 DY0396* NAVD 88     -        10.84   (+/-2cm)      35.6    (feet)  VERTCON   
 DY0396  ___________________________________________________________________
 DY0396  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0396  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0396
 DY0396.The horizontal coordinates were scaled from a topographic map and have
 DY0396.an estimated accuracy of +/- 6 seconds.
 DY0396
 DY0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0396.The vertical order pertains to the NGVD 29 superseded value.
 DY0396
 DY0396.The geoid height was determined by GEOID03.
 DY0396
 DY0396;                    North         East    Units  Estimated Accuracy
 DY0396;SPC CA 5     -   529,630.    1,982,730.      MT  (+/- 180 meters Scaled)
 DY0396
 DY0396                          SUPERSEDED SURVEY CONTROL
 DY0396
 DY0396  NGVD 29 (??/??/92)   10.023  (m)           32.88   (f) ADJ UNCH    1 2
 DY0396
 DY0396.Superseded values are not recommended for survey control.
 DY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0396.See file dsdata.txt to determine how the superseded data were derived.
 DY0396
 DY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT901369(NAD 83)
 DY0396_MARKER: DD = SURVEY DISK
 DY0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0396_STAMPING: L B B M NO 161
 DY0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0396+STABILITY: SURFACE MOTION
 DY0396
 DY0396  HISTORY     - Date     Condition        Report By
 DY0396  HISTORY     - UNK      MONUMENTED       CA1970
 DY0396  HISTORY     - 1954     GOOD             NGS
 DY0396  HISTORY     - 1965     GOOD             NGS
 DY0396  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0396
 DY0396                          STATION DESCRIPTION
 DY0396
 DY0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0396'AT LONG BEACH.
 DY0396'AT LONG BEACH, 0.2 MILE EAST ALONG OCEAN BOULEVARD FROM THE
 DY0396'JUNCTION OF AMERICAN AVENUE, AT THE INTERSECTION OF LINDEN
 DY0396'AVENUE, IN THE AVENUE SIDEWALK, 28.0 FEET NORTH OF THE NORTH
 DY0396'CURB OF THE BOULEVARD, 4.9 FEET EAST OF THE EAST CURB OF THE
 DY0396'AVENUE, 0.6 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DY0396'POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A CAST
 DY0396'IRON COVER MARKED LBBM.
 DY0396
 DY0396                          STATION RECOVERY (1965)
 DY0396
 DY0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0396'RECOVERED IN GOOD CONDITION.
 DY0396
 DY0396                          STATION RECOVERY (2007)
 DY0396
 DY0396'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0396'THE SIDEWALK IN THE AREA DESCRIBED HAS BEEN REPLACED SINCE THE MARK
 DY0396'WAS LAST RECOVERED AND THERE IS NO LONGER A COVER THROUGH WHICH TO
 DY0396'REACH A MARK.  IF THE MARK STILL EXISTS, IT IS BURIED WITH NO ACCESS
 DY0396'AND OF NO PRACTICAL USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1361 ***********************************************************************
 FU1361  DESIGNATION -  161 DWR
 FU1361  PID         -  FU1361
 FU1361  STATE/COUNTY-  CA/KERN
 FU1361  USGS QUAD   -  BELRIDGE (1973)
 FU1361
 FU1361                         *CURRENT SURVEY CONTROL
 FU1361  ___________________________________________________________________
 FU1361* NAD 83(1986)-  35 29 56.     (N)    119 39 51.     (W)     SCALED    
 FU1361* NAVD 88     -       105.61   (+/-2cm)     346.5    (feet)  VERTCON   
 FU1361  ___________________________________________________________________
 FU1361  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU1361  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1361
 FU1361.The horizontal coordinates were scaled from a topographic map and have
 FU1361.an estimated accuracy of +/- 6 seconds.
 FU1361
 FU1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1361.The vertical order pertains to the NGVD 29 superseded value.
 FU1361
 FU1361.The geoid height was determined by GEOID03.
 FU1361
 FU1361;                    North         East    Units  Estimated Accuracy
 FU1361;SPC CA 5     -   722,990.    1,849,020.      MT  (+/- 180 meters Scaled)
 FU1361
 FU1361                          SUPERSEDED SURVEY CONTROL
 FU1361
 FU1361  NGVD 29 (??/??/92)  104.94   (m)          344.3    (f) COMPUTED    1 1
 FU1361
 FU1361.Superseded values are not recommended for survey control.
 FU1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1361.See file dsdata.txt to determine how the superseded data were derived.
 FU1361
 FU1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV583316(NAD 83)
 FU1361_MARKER: DD = SURVEY DISK
 FU1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1361_STAMPING: B M 161 1959
 FU1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1361+STABILITY: SURFACE MOTION
 FU1361
 FU1361  HISTORY     - Date     Condition        Report By
 FU1361  HISTORY     - 1959     MONUMENTED       CADWR
 FU1361  HISTORY     - 1964     GOOD             NGS
 FU1361  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 FU1361
 FU1361                          STATION DESCRIPTION
 FU1361
 FU1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1361'14.8 MI SE FROM BLACKWELLS CORNER.
 FU1361'10.7 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE INTERSECTION
 FU1361'OF STATE HIGHWAY 46 AT BLACKWELLS CORNER, THENCE 4.15 MILES
 FU1361'EAST ALONG LERDO ROAD, 59 FEET NORTHWEST OF THE CENTER OF THE
 FU1361'JUNCTION OF KERN COUNTY ROUTE 211, 46 FEET NORTH OF THE
 FU1361'CENTER LINE OF THE ROAD, 3 FEET EAST OF THE FIRST POLE EAST
 FU1361'OF A RIGHT-ANGLE TURN IN POWER LINE, 3.1 FEET WEST OF A WITNESS
 FU1361'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FU1361'CONCRETE POST FLUSH WITH THE GROUND.
 FU1361
 FU1361                          STATION RECOVERY (1997)
 FU1361
 FU1361'RECOVERY NOTE BY US POWER SQUADRON 1997
 FU1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0039 ***********************************************************************
 LU0039  DESIGNATION -  161 H USGS
 LU0039  PID         -  LU0039
 LU0039  STATE/COUNTY-  CA/SHASTA
 LU0039  USGS QUAD   -  PALO CEDRO (1965)
 LU0039
 LU0039                         *CURRENT SURVEY CONTROL
 LU0039  ___________________________________________________________________
 LU0039* NAD 83(1986)-  40 32 55.     (N)    122 10 29.     (W)     SCALED    
 LU0039* NAVD 88     -       156.453  (meters)     513.30   (feet)  ADJUSTED  
 LU0039  ___________________________________________________________________
 LU0039  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 LU0039  DYNAMIC HT  -         156.372 (meters)     513.03  (feet)  COMP
 LU0039  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 LU0039
 LU0039  VERT ORDER  -  SECOND    CLASS 0
 LU0039
 LU0039.The horizontal coordinates were scaled from a topographic map and have
 LU0039.an estimated accuracy of +/- 6 seconds.
 LU0039
 LU0039.The orthometric height was determined by differential leveling
 LU0039.and adjusted in June 1991.
 LU0039
 LU0039.The geoid height was determined by GEOID03.
 LU0039
 LU0039.The dynamic height is computed by dividing the NAVD 88
 LU0039.geopotential number by the normal gravity value computed on the
 LU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0039.degrees latitude (g = 980.6199 gals.).
 LU0039
 LU0039.The modeled gravity was interpolated from observed gravity values.
 LU0039
 LU0039;                    North         East    Units  Estimated Accuracy
 LU0039;SPC CA 1     -   634,960.    1,985,200.      MT  (+/- 180 meters Scaled)
 LU0039
 LU0039                          SUPERSEDED SURVEY CONTROL
 LU0039
 LU0039  NGVD 29 (??/??/92)  155.651  (m)          510.67   (f) ADJ UNCH    2 0
 LU0039
 LU0039.Superseded values are not recommended for survey control.
 LU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0039.See file dsdata.txt to determine how the superseded data were derived.
 LU0039
 LU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK698889(NAD 83)
 LU0039_MARKER: DD = SURVEY DISK
 LU0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0039_STAMPING: H 161 511 1933
 LU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0039+STABILITY: SURFACE MOTION
 LU0039
 LU0039  HISTORY     - Date     Condition        Report By
 LU0039  HISTORY     - 1933     MONUMENTED       USGS
 LU0039  HISTORY     - 1957     GOOD             NGS
 LU0039
 LU0039                          STATION DESCRIPTION
 LU0039
 LU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LU0039'AT MILLVILLE.
 LU0039'AT MILLVILLE, IN THE NORTHWEST CORNER OF THE MILLVILLE SCHOOL
 LU0039'YARD, IN R3W T31N, IN THE NORTHEAST CORNER OF THE NORTHWEST 1/4
 LU0039'OF SECTION 14, AT THE T JUNCTION OF WHITMIRE ROAD LEADING EAST,
 LU0039'ON THE OUTSIDE OF A SHARP CURVE IN THE HIGHWAY, 41 1/2 FEET SOUTH
 LU0039'OF THE CENTER LINE OF THE ROAD, 38 FEET EAST OF THE CENTER LINE
 LU0039'OF THE HIGHWAY, 18 FEET SOUTHEAST OF POWER LINE POLE JP 310,
 LU0039'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LU0039'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6553 ***********************************************************************
 DH6553  DESIGNATION -  161 SIS 1.14
 DH6553  PID         -  DH6553
 DH6553  STATE/COUNTY-  CA/SISKIYOU
 DH6553  USGS QUAD   -  WORDEN (1986)
 DH6553
 DH6553                         *CURRENT SURVEY CONTROL
 DH6553  ___________________________________________________________________
 DH6553* NAD 83(2007)-  42 00 03.18108(N)    121 52 14.03024(W)     ADJUSTED  
 DH6553* NAVD 88     -      1245.1    (meters)    4085.     (feet)  GPS OBS   
 DH6553  ___________________________________________________________________
 DH6553  EPOCH DATE  -        2007.00
 DH6553  X           -  -2,506,870.181 (meters)                     COMP
 DH6553  Y           -  -4,032,071.293 (meters)                     COMP
 DH6553  Z           -   4,246,494.372 (meters)                     COMP
 DH6553  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DH6553  ELLIP HEIGHT-        1221.861 (meters)          (02/10/07) ADJUSTED
 DH6553  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DH6553
 DH6553  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6553  Type    PID    Designation                      North   East  Ellip
 DH6553  -------------------------------------------------------------------
 DH6553  NETWORK DH6553 161 SIS 1.14                      2.25   1.78   3.78
 DH6553  -------------------------------------------------------------------
 DH6553
 DH6553.The horizontal coordinates were established by GPS observations
 DH6553.and adjusted by the National Geodetic Survey in February 2007.
 DH6553
 DH6553.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6553.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6553.The horizontal coordinates are valid at the epoch date displayed above.
 DH6553.The epoch date for horizontal control is a decimal equivalence
 DH6553.of Year/Month/Day.
 DH6553
 DH6553.The orthometric height was determined by GPS observations and a
 DH6553.high-resolution geoid model.
 DH6553
 DH6553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6553
 DH6553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6553
 DH6553.The ellipsoidal height was determined by GPS observations
 DH6553.and is referenced to NAD 83.
 DH6553
 DH6553.The geoid height was determined by GEOID03.
 DH6553
 DH6553;                    North         East     Units Scale Factor Converg.
 DH6553;SPC CA 1     -   796,229.383 2,010,724.817   MT  1.00010209   +0 05 04.7
 DH6553;SPC CA 1     - 2,612,295.90  6,596,853.00   sFT  1.00010209   +0 05 04.7
 DH6553;UTM  10      - 4,650,491.267   593,536.558   MT  0.99970766   +0 45 20.9
 DH6553
 DH6553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6553!SPC CA 1     -   0.99980840  x   1.00010209  =   0.99991047
 DH6553!UTM  10      -   0.99980840  x   0.99970766  =   0.99951611
 DH6553
 DH6553                          SUPERSEDED SURVEY CONTROL
 DH6553
 DH6553  NAD 83(1998)-  42 00 03.18099(N)    121 52 14.03149(W) AD(2004.69) B
 DH6553  ELLIP H (09/28/05) 1221.864  (m)                       GP(       ) 4 1
 DH6553
 DH6553.Superseded values are not recommended for survey control.
 DH6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6553.See file dsdata.txt to determine how the superseded data were derived.
 DH6553
 DH6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM9353750491(NAD 83)
 DH6553_MARKER: DD = SURVEY DISK
 DH6553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6553_STAMPING: 161 SIS 1.14 2004
 DH6553_MARK LOGO: CSRC  
 DH6553_PROJECTION: FLUSH
 DH6553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6553+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DH6553_ROD/PIPE-DEPTH: 4.3  meters
 DH6553
 DH6553  HISTORY     - Date     Condition        Report By
 DH6553  HISTORY     - 20040806 MONUMENTED       CADT
 DH6553
 DH6553                          STATION DESCRIPTION
 DH6553
 DH6553'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6553'THE STATION IS LOCATED ADJACENT TO HIGHWAY 161 IN SISKIYOU COUNTY AT
 DH6553'POSTMILE 1.14  ABOUT 5 KM NORTHEAST OF DORRIS, 33 KM WEST NORTHWEST OF
 DH6553'TULELAKE, AND 26 KM  SOUTHWEST OF KLAMATH FALLS OREGON.  TO REACH THE
 DH6553'STATION FROM THE INTERSECTION OF  HIGHWAY 97 AND 161 NORTH OF DORRIS
 DH6553'GO EAST ON HIGHWAY 161 1.83KM TO THE STATION ON THE  LEFT.  THE
 DH6553'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN
 DH6553'CONCRETE  FLUSH WITH THE GROUND 0.7 M SOUTH OF AN ORANGE CARSONITE
 DH6553'WITNESS POST, 1.1 M EAST OF A  WHITE CARSONITE POST WITH AMBER
 DH6553'RELFECTOR, 0.6 M SOUTH OF THE NORTH RIGHT OF WAY  FENCE, 30 M NORTH OF
 DH6553'THE YELLOW STRIPE OF HIGHWAY 161, 41 M EAST OF A DEADMAN POLE, AND  47
 DH6553'M WEST OF A FENCE CORNER.
 DH6553'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6553'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6379 ***********************************************************************
 DH6379  DESIGNATION -  161 SIS 10.05
 DH6379  PID         -  DH6379
 DH6379  STATE/COUNTY-  CA/SISKIYOU
 DH6379  USGS QUAD   -  LOST RIVER (1986)
 DH6379
 DH6379                         *CURRENT SURVEY CONTROL
 DH6379  ___________________________________________________________________
 DH6379* NAD 83(2007)-  42 00 00.30286(N)    121 41 59.83543(W)     ADJUSTED  
 DH6379* NAVD 88     -      1245.8    (meters)    4087.     (feet)  GPS OBS   
 DH6379  ___________________________________________________________________
 DH6379  EPOCH DATE  -        2007.00
 DH6379  X           -  -2,494,884.309 (meters)                     COMP
 DH6379  Y           -  -4,039,569.158 (meters)                     COMP
 DH6379  Z           -   4,246,428.871 (meters)                     COMP
 DH6379  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 DH6379  ELLIP HEIGHT-        1222.615 (meters)          (02/10/07) ADJUSTED
 DH6379  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 DH6379
 DH6379  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6379  Type    PID    Designation                      North   East  Ellip
 DH6379  -------------------------------------------------------------------
 DH6379  NETWORK DH6379 161 SIS 10.05                     1.94   1.59   3.47
 DH6379  -------------------------------------------------------------------
 DH6379
 DH6379.The horizontal coordinates were established by GPS observations
 DH6379.and adjusted by the National Geodetic Survey in February 2007.
 DH6379
 DH6379.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6379.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6379.The horizontal coordinates are valid at the epoch date displayed above.
 DH6379.The epoch date for horizontal control is a decimal equivalence
 DH6379.of Year/Month/Day.
 DH6379
 DH6379.The orthometric height was determined by GPS observations and a
 DH6379.high-resolution geoid model.
 DH6379
 DH6379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6379
 DH6379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6379
 DH6379.The ellipsoidal height was determined by GPS observations
 DH6379.and is referenced to NAD 83.
 DH6379
 DH6379.The geoid height was determined by GEOID03.
 DH6379
 DH6379;                    North         East     Units Scale Factor Converg.
 DH6379;SPC CA 1     -   796,175.215 2,024,861.465   MT  1.00010181   +0 11 46.3
 DH6379;SPC CA 1     - 2,612,118.18  6,643,232.99   sFT  1.00010181   +0 11 46.3
 DH6379;UTM  10      - 4,650,602.979   607,667.536   MT  0.99974264   +0 52 11.9
 DH6379
 DH6379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6379!SPC CA 1     -   0.99980828  x   1.00010181  =   0.99991007
 DH6379!UTM  10      -   0.99980828  x   0.99974264  =   0.99955097
 DH6379
 DH6379                          SUPERSEDED SURVEY CONTROL
 DH6379
 DH6379  NAD 83(1998)-  42 00 00.30277(N)    121 41 59.83662(W) AD(2004.69) B
 DH6379  ELLIP H (09/28/05) 1222.614  (m)                       GP(       ) 4 1
 DH6379
 DH6379.Superseded values are not recommended for survey control.
 DH6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6379.See file dsdata.txt to determine how the superseded data were derived.
 DH6379
 DH6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM0766850603(NAD 83)
 DH6379_MARKER: DD = SURVEY DISK
 DH6379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH6379_SP_SET: HEADGATE WALL
 DH6379_STAMPING: BM ELEV 4083.67 1968
 DH6379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6379+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 DH6379
 DH6379  HISTORY     - Date     Condition        Report By
 DH6379  HISTORY     - 1968     MONUMENTED       CASLC
 DH6379  HISTORY     - 20040104 GOOD             CADT
 DH6379  HISTORY     - 20070712 GOOD             DUCKS
 DH6379
 DH6379                          STATION DESCRIPTION
 DH6379
 DH6379'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6379'THE STATION IS LOCATED ADJACENT TO HIGHWAY 161 IN A HEADGATE STRUCTURE
 DH6379'IN SISKIYOU  COUNTY AT POSTMILE 10.05 ABOUT 19KM NORTHWEST OF
 DH6379'TULELAKE, 18KM NORTHEAST OF DORRIS,  AND 26KM SOUTH SOUTHEAST OF
 DH6379'KLAMATH FALLS OREGON.  TO REACH THE STATION FROM THE  INTERSECTION OF
 DH6379'HIGHWAY 139 AND HIGHWAY 161 HATFIELD GO WEST ON HIGHWAY 161 3.46KM TO
 DH6379'MALONE ROAD ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 161 5.63KM TO
 DH6379'MERRILL PIT ROAD ON  THE RIGHT.  CONTINUE WEST ON HIGHWAY 161 5.89KM
 DH6379'TO A DIRT ROAD ON THE LEFT.  TURN LEFT  AND GO 56 M TO THE STATION ON
 DH6379'THE LEFT.  THE STATION IS A US DEPT OF THE INTERIOR BUREAU OF  SPORT
 DH6379'FISHERIES AND WILDLIFE BRASS DISK EPOXIED TO A CONCRETE HEADGATE WALL
 DH6379'1.5 M  NORTH OF AN ORANGE CARSONITE WITNESS POST, 4.1 M EAST OF THE
 DH6379'CENTER OF THE DIRT ROAD TO  THE USFW MAINTENANCE STATION,  AND 56 M
 DH6379'SOUTH OF THE YELLOW STRIPE OF HIGHWAY 161.
 DH6379'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6379'HEIGHT  MODERNIZATION PROJECT.
 DH6379
 DH6379                          STATION RECOVERY (2007)
 DH6379
 DH6379'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (JTS)
 DH6379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0122 ***********************************************************************
 JT0122  DESIGNATION -  161.085
 JT0122  PID         -  JT0122
 JT0122  STATE/COUNTY-  CA/YOLO
 JT0122  USGS QUAD   -  WILDWOOD SCHOOL (1993)
 JT0122
 JT0122                         *CURRENT SURVEY CONTROL
 JT0122  ___________________________________________________________________
 JT0122* NAD 83(1986)-  38 52 48.     (N)    122 00 14.     (W)     SCALED    
 JT0122* NAVD 88     -        49.83   (+/-2cm)     163.5    (feet)  VERTCON   
 JT0122  ___________________________________________________________________
 JT0122  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JT0122  VERT ORDER  -  THIRD (See Below)
 JT0122
 JT0122.The horizontal coordinates were scaled from a topographic map and have
 JT0122.an estimated accuracy of +/- 6 seconds.
 JT0122
 JT0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0122.The vertical order pertains to the NGVD 29 superseded value.
 JT0122
 JT0122.The geoid height was determined by GEOID03.
 JT0122
 JT0122;                    North         East    Units  Estimated Accuracy
 JT0122;SPC CA 2     -   634,690.    1,999,660.      MT  (+/- 180 meters Scaled)
 JT0122
 JT0122                          SUPERSEDED SURVEY CONTROL
 JT0122
 JT0122  NGVD 29 (??/??/??)   49.06   (m)          161.0    (f) RESET       3  
 JT0122
 JT0122.Superseded values are not recommended for survey control.
 JT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0122.See file dsdata.txt to determine how the superseded data were derived.
 JT0122
 JT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ864039(NAD 83)
 JT0122_MARKER: Q = CHISELED SQUARE
 JT0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0122_SP_SET: CULVERT
 JT0122_MARK LOGO: USGS  
 JT0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0122
 JT0122  HISTORY     - Date     Condition        Report By
 JT0122  HISTORY     - UNK      MONUMENTED       USGS
 JT0122  HISTORY     - 1942     GOOD             NGS
 JT0122
 JT0122                          STATION DESCRIPTION
 JT0122
 JT0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0122'2.3 MI SW FROM DUNNIGAN.
 JT0122'2.3 MILES SOUTHWEST ALONG THE CAPAY ROAD FROM DUNNIGAN, YOLO
 JT0122'COUNTY, 235 FEET EAST OF BENCH MARK GWM 13 (USGS) DESCRIBED
 JT0122'BELOW, AT A CONCRETE CULVERT OVER A CREEK, AND ON THE TOP OF THE
 JT0122'WEST END OF THE SOUTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1455 ***********************************************************************
 GU1455  DESIGNATION -  161.57 L
 GU1455  PID         -  GU1455
 GU1455  STATE/COUNTY-  CA/FRESNO
 GU1455  USGS QUAD   -  HURON (1971)
 GU1455
 GU1455                         *CURRENT SURVEY CONTROL
 GU1455  ___________________________________________________________________
 GU1455* NAD 83(1986)-  36 08 17.     (N)    120 03 28.     (W)     SCALED    
 GU1455* NAVD 88     -       101.256  (meters)     332.20   (feet)  ADJUSTED  
 GU1455  ___________________________________________________________________
 GU1455  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GU1455  DYNAMIC HT  -         101.166 (meters)     331.91  (feet)  COMP
 GU1455  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 GU1455
 GU1455  VERT ORDER  -  FIRST     CLASS I
 GU1455
 GU1455.The horizontal coordinates were scaled from a topographic map and have
 GU1455.an estimated accuracy of +/- 6 seconds.
 GU1455
 GU1455.The orthometric height was determined by differential leveling
 GU1455.and adjusted in June 1991.
 GU1455
 GU1455.The geoid height was determined by GEOID03.
 GU1455
 GU1455.The dynamic height is computed by dividing the NAVD 88
 GU1455.geopotential number by the normal gravity value computed on the
 GU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1455.degrees latitude (g = 980.6199 gals.).
 GU1455
 GU1455.The modeled gravity was interpolated from observed gravity values.
 GU1455
 GU1455;                    North         East    Units  Estimated Accuracy
 GU1455;SPC CA 4     -   589,820.    1,904,800.      MT  (+/- 180 meters Scaled)
 GU1455
 GU1455                          SUPERSEDED SURVEY CONTROL
 GU1455
 GU1455  NGVD 29 (??/??/92)  100.464  (m)          329.61   (f) ADJ UNCH    1 1
 GU1455
 GU1455.Superseded values are not recommended for survey control.
 GU1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1455.See file dsdata.txt to determine how the superseded data were derived.
 GU1455
 GU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF647032(NAD 83)
 GU1455_MARKER: DD = SURVEY DISK
 GU1455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1455_SP_SET: WINGWALL
 GU1455_STAMPING: 161.57 L
 GU1455_MARK LOGO: BOR   
 GU1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1455+STABILITY: SURFACE MOTION
 GU1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1455+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1455
 GU1455  HISTORY     - Date     Condition        Report By
 GU1455  HISTORY     - UNK      MONUMENTED       BOR
 GU1455  HISTORY     - 1967     GOOD             NGS
 GU1455  HISTORY     - 1972     GOOD             NGS
 GU1455  HISTORY     - 19890214 GOOD             NGS
 GU1455
 GU1455                          STATION DESCRIPTION
 GU1455
 GU1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1455'74.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1455'74.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1455'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.2 FEET WEST OF THE EAST
 GU1455'END OF THE NORTHEAST CONCRETE WING WALL OF JAYNE AVENUE BRIDGE
 GU1455'OVER THE AQUEDUCT, 16 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 GU1455'16 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT
 GU1455'LEVEL WITH THE AVENUE.
 GU1455
 GU1455                          STATION RECOVERY (1972)
 GU1455
 GU1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1455'RECOVERED IN GOOD CONDITION.
 GU1455
 GU1455                          STATION RECOVERY (1989)
 GU1455
 GU1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1453 ***********************************************************************
 GU1453  DESIGNATION -  161.57 R
 GU1453  PID         -  GU1453
 GU1453  STATE/COUNTY-  CA/FRESNO
 GU1453  USGS QUAD   -  HURON (1971)
 GU1453
 GU1453                         *CURRENT SURVEY CONTROL
 GU1453  ___________________________________________________________________
 GU1453* NAD 83(1986)-  36 08 17.     (N)    120 03 31.     (W)     SCALED    
 GU1453* NAVD 88     -       101.249  (meters)     332.18   (feet)  ADJUSTED  
 GU1453  ___________________________________________________________________
 GU1453  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GU1453  DYNAMIC HT  -         101.159 (meters)     331.89  (feet)  COMP
 GU1453  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 GU1453
 GU1453  VERT ORDER  -  FIRST     CLASS I
 GU1453
 GU1453.The horizontal coordinates were scaled from a topographic map and have
 GU1453.an estimated accuracy of +/- 6 seconds.
 GU1453
 GU1453.The orthometric height was determined by differential leveling
 GU1453.and adjusted in June 1991.
 GU1453
 GU1453.The geoid height was determined by GEOID03.
 GU1453
 GU1453.The dynamic height is computed by dividing the NAVD 88
 GU1453.geopotential number by the normal gravity value computed on the
 GU1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1453.degrees latitude (g = 980.6199 gals.).
 GU1453
 GU1453.The modeled gravity was interpolated from observed gravity values.
 GU1453
 GU1453;                    North         East    Units  Estimated Accuracy
 GU1453;SPC CA 4     -   589,820.    1,904,720.      MT  (+/- 180 meters Scaled)
 GU1453
 GU1453                          SUPERSEDED SURVEY CONTROL
 GU1453
 GU1453  NGVD 29 (??/??/92)  100.459  (m)          329.59   (f) ADJ UNCH    1 1
 GU1453
 GU1453.Superseded values are not recommended for survey control.
 GU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1453.See file dsdata.txt to determine how the superseded data were derived.
 GU1453
 GU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF646032(NAD 83)
 GU1453_MARKER: DD = SURVEY DISK
 GU1453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1453_SP_SET: WINGWALL
 GU1453_STAMPING: 161.57 R
 GU1453_MARK LOGO: BOR   
 GU1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1453+STABILITY: SURFACE MOTION
 GU1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1453+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1453
 GU1453  HISTORY     - Date     Condition        Report By
 GU1453  HISTORY     - UNK      MONUMENTED       BOR
 GU1453  HISTORY     - 1967     GOOD             NGS
 GU1453  HISTORY     - 1972     GOOD             NGS
 GU1453  HISTORY     - 19890214 GOOD             NGS
 GU1453
 GU1453                          STATION DESCRIPTION
 GU1453
 GU1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1453'74.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1453'74.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1453'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.5 FEET EAST OF THE WEST
 GU1453'END OF THE SOUTHWEST CONCRETE WING WALL OF JAYNE AVENUE BRIDGE
 GU1453'OVER THE AQUEDUCT, 16 FEET SOUTH OF THE CENTER LINE OF THE
 GU1453'AVENUE, 15 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE
 GU1453'ROAD, AND ABOUT LEVEL WITH THE AVENUE AND ROAD.
 GU1453
 GU1453                          STATION RECOVERY (1972)
 GU1453
 GU1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1453'RECOVERED IN GOOD CONDITION.
 GU1453
 GU1453                          STATION RECOVERY (1989)
 GU1453
 GU1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1452 ***********************************************************************
 GU1452  DESIGNATION -  161.60 L
 GU1452  PID         -  GU1452
 GU1452  STATE/COUNTY-  CA/FRESNO
 GU1452  USGS QUAD   -  HURON (1971)
 GU1452
 GU1452                         *CURRENT SURVEY CONTROL
 GU1452  ___________________________________________________________________
 GU1452* NAD 83(1986)-  36 08 14.     (N)    120 03 28.     (W)     SCALED    
 GU1452* NAVD 88     -        98.55   (+/-2cm)     323.3    (feet)  VERTCON   
 GU1452  ___________________________________________________________________
 GU1452  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 GU1452  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1452
 GU1452.The horizontal coordinates were scaled from a topographic map and have
 GU1452.an estimated accuracy of +/- 6 seconds.
 GU1452
 GU1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1452.The vertical order pertains to the NGVD 29 superseded value.
 GU1452
 GU1452.The geoid height was determined by GEOID03.
 GU1452
 GU1452;                    North         East    Units  Estimated Accuracy
 GU1452;SPC CA 4     -   589,730.    1,904,800.      MT  (+/- 180 meters Scaled)
 GU1452
 GU1452                          SUPERSEDED SURVEY CONTROL
 GU1452
 GU1452  NGVD 29 (??/??/92)   97.697  (m)          320.53   (f) ADJ UNCH    1 1
 GU1452
 GU1452.Superseded values are not recommended for survey control.
 GU1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1452.See file dsdata.txt to determine how the superseded data were derived.
 GU1452
 GU1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF647031(NAD 83)
 GU1452_MARKER: DD = SURVEY DISK
 GU1452_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU1452+WITH SETTING: PAVEMENT
 GU1452_SP_SET: DECK
 GU1452_STAMPING: 161.60 L
 GU1452_MARK LOGO: BOR   
 GU1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1452+STABILITY: SURFACE MOTION
 GU1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1452+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GU1452
 GU1452  HISTORY     - Date     Condition        Report By
 GU1452  HISTORY     - UNK      MONUMENTED       BOR
 GU1452  HISTORY     - 1967     GOOD             NGS
 GU1452  HISTORY     - 1971     GOOD             NGS
 GU1452  HISTORY     - 19890117 GOOD             NGS
 GU1452
 GU1452                          STATION DESCRIPTION
 GU1452
 GU1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1452'74.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1452'74.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1452'DOS AMIGOS PUMP PLANT, 148 FEET SOUTH OF BENCH MARK 161.57 L
 GU1452'(USNR), 123.6 FEET SOUTH OF THE SOUTHEAST CORNER OF JAYNE
 GU1452'AVENUE BRIDGE, IN THE TOP OF THE CENTER OF THE EAST SIDE OF THE GRATE
 GU1452'DECK FOR A TURNOUT STRUCTURE, 22 1/2 FEET WEST OF THE CENTER
 GU1452'LINE OF THE EAST LEVEE ROAD, 0.9 FOOT WEST OF THE WEST FACE OF
 GU1452'A CONCRETE RETAINING WALL SUPPORTING A GUARRAIL, AND ABOUT
 GU1452'4 1/2 FEET LOWER THAN THE ROAD.
 GU1452
 GU1452                          STATION RECOVERY (1971)
 GU1452
 GU1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1452'RECOVERED IN GOOD CONDITION.
 GU1452
 GU1452                          STATION RECOVERY (1989)
 GU1452
 GU1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1654 ***********************************************************************
 EW1654  DESIGNATION -  161.804 C OF LA
 EW1654  PID         -  EW1654
 EW1654  STATE/COUNTY-  CA/LOS ANGELES
 EW1654  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1654
 EW1654                         *CURRENT SURVEY CONTROL
 EW1654  ___________________________________________________________________
 EW1654* NAD 83(1986)-  34 04 01.     (N)    118 23 00.     (W)     SCALED    
 EW1654* NAVD 88     -        49.93   (+/-2cm)     163.8    (feet)  VERTCON   
 EW1654  ___________________________________________________________________
 EW1654  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1654  VERT ORDER  -  THIRD (See Below)
 EW1654
 EW1654.The horizontal coordinates were scaled from a topographic map and have
 EW1654.an estimated accuracy of +/- 6 seconds.
 EW1654
 EW1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1654.The vertical order pertains to the NGVD 29 superseded value.
 EW1654
 EW1654.The geoid height was determined by GEOID03.
 EW1654
 EW1654;                    North         East    Units  Estimated Accuracy
 EW1654;SPC CA 5     -   562,960.    1,964,610.      MT  (+/- 180 meters Scaled)
 EW1654
 EW1654                          SUPERSEDED SURVEY CONTROL
 EW1654
 EW1654  NGVD 29 (??/??/??)   49.16   (m)          161.3    (f) RESET       3  
 EW1654
 EW1654.Superseded values are not recommended for survey control.
 EW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1654.See file dsdata.txt to determine how the superseded data were derived.
 EW1654
 EW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723704(NAD 83)
 EW1654_MARKER: DD = SURVEY DISK
 EW1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1654_SP_SET: CURB
 EW1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1654
 EW1654  HISTORY     - Date     Condition        Report By
 EW1654  HISTORY     - UNK      MONUMENTED       CA1980
 EW1654  HISTORY     - 1945     GOOD             NGS
 EW1654  HISTORY     - 1964     GOOD             NGS
 EW1654
 EW1654                          STATION DESCRIPTION
 EW1654
 EW1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1654'AT BEVERLY HILLS.
 EW1654'AT BEVERLY HILLS AT THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1654'AND ROBERTSON BOULEVARD.  LOCATED IN THE NORTH CURB OF WILSHIRE
 EW1654'BOULEVARD, 15.0 FEET WEST OF WEST CURBLINE OF ROBERTSON BOULEVARD,
 EW1654'AND IN WEST END OF A CATCH BASIN.  A CUT SPIKE SET IN THE
 EW1654'CONCRETE CURB.
 EW1654
 EW1654                          STATION RECOVERY (1964)
 EW1654
 EW1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2540 ***********************************************************************
 HS2540  DESIGNATION -  1611 USGS
 HS2540  PID         -  HS2540
 HS2540  STATE/COUNTY-  CA/STANISLAUS
 HS2540  USGS QUAD   -  MT BOARDMAN (1971)
 HS2540
 HS2540                         *CURRENT SURVEY CONTROL
 HS2540  ___________________________________________________________________
 HS2540* NAD 83(1986)-  37 24 17.     (N)    121 25 53.     (W)     SCALED    
 HS2540* NAVD 88     -       492.02   (+/-2cm)    1614.2    (feet)  VERTCON   
 HS2540  ___________________________________________________________________
 HS2540  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HS2540  VERT ORDER  -  THIRD (See Below)
 HS2540
 HS2540.The horizontal coordinates were scaled from a topographic map and have
 HS2540.an estimated accuracy of +/- 6 seconds.
 HS2540
 HS2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2540.The vertical order pertains to the NGVD 29 superseded value.
 HS2540
 HS2540.The geoid height was determined by GEOID03.
 HS2540
 HS2540;                    North         East    Units  Estimated Accuracy
 HS2540;SPC CA 3     -   600,820.    1,917,540.      MT  (+/- 180 meters Scaled)
 HS2540
 HS2540                          SUPERSEDED SURVEY CONTROL
 HS2540
 HS2540  NGVD 29 (??/??/??)  491.14   (m)         1611.3    (f) RESET       3  
 HS2540
 HS2540.Superseded values are not recommended for survey control.
 HS2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2540.See file dsdata.txt to determine how the superseded data were derived.
 HS2540
 HS2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG388409(NAD 83)
 HS2540_MARKER: DD = SURVEY DISK
 HS2540_SETTING: 66 = SET IN ROCK OUTCROP
 HS2540_SP_SET: ROCK OUTCROP
 HS2540_STAMPING: 1611 B B 6 1919
 HS2540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HS2540+STABILITY: POSITION/ELEVATION WELL
 HS2540
 HS2540  HISTORY     - Date     Condition        Report By
 HS2540  HISTORY     - 1919     MONUMENTED       USGS
 HS2540  HISTORY     - 1961     GOOD             NGS
 HS2540
 HS2540                          STATION DESCRIPTION
 HS2540
 HS2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2540'24.1 MI W FROM PATTERSON.
 HS2540'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2540'FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG
 HS2540'SPERRY AVENUE, THENCE 20.45 MILES WEST ALONG DEL PUERTO CANYON
 HS2540'ROAD, 0.1 MILE SOUTH OF A SMALL WOODEN BRIDGE OVER A CREEK,
 HS2540'ON THE OUTSIDE OF A SHARP CURVE, AT A RIGHT ANGLE TURN IN A
 HS2540'POWER LINE, IN THE TOP OF A 3-BY 4-FOOT OUTCROP WHICH PROJECTS
 HS2540'ABOUT 1 1/2 FEET ABOVE THE GROUND, 28 FEET SOUTH OF THE CENTER
 HS2540'LINE OF THE ROAD, 89 FEET SOUTHWEST OF A POWER POLE WITH A GUY
 HS2540'WIRE, 10 FEET WEST OF THE WEST END OF A GATE, 10 FEET SOUTH OF A
 HS2540'FENCE, 6.4 FEET WEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 HS2540'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1022 ***********************************************************************
 EV1022  DESIGNATION -  1612.06
 EV1022  PID         -  EV1022
 EV1022  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1022  USGS QUAD   -  REDLANDS (1996)
 EV1022
 EV1022                         *CURRENT SURVEY CONTROL
 EV1022  ___________________________________________________________________
 EV1022* NAD 83(1986)-  34 03 44.     (N)    117 08 19.     (W)     SCALED    
 EV1022* NAVD 88     -       492.24   (+/-2cm)    1615.0    (feet)  VERTCON   
 EV1022  ___________________________________________________________________
 EV1022  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 EV1022  VERT ORDER  -  THIRD (See Below)
 EV1022
 EV1022.The horizontal coordinates were scaled from a topographic map and have
 EV1022.an estimated accuracy of +/- 6 seconds.
 EV1022
 EV1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1022.The vertical order pertains to the NGVD 29 superseded value.
 EV1022
 EV1022.The geoid height was determined by GEOID03.
 EV1022
 EV1022;                    North         East    Units  Estimated Accuracy
 EV1022;SPC CA 5     -   562,710.    2,079,520.      MT  (+/- 180 meters Scaled)
 EV1022
 EV1022                          SUPERSEDED SURVEY CONTROL
 EV1022
 EV1022  NGVD 29 (??/??/??)  491.43   (m)         1612.3    (f) RESET       3  
 EV1022
 EV1022.Superseded values are not recommended for survey control.
 EV1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1022.See file dsdata.txt to determine how the superseded data were derived.
 EV1022
 EV1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT872690(NAD 83)
 EV1022_MARKER: Q = CHISELED SQUARE
 EV1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1022_SP_SET: WALL
 EV1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1022
 EV1022  HISTORY     - Date     Condition        Report By
 EV1022  HISTORY     - UNK      MONUMENTED       USGS
 EV1022  HISTORY     - 1956     GOOD             NGS
 EV1022  HISTORY     - 1961     GOOD             NGS
 EV1022  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV1022
 EV1022                          STATION DESCRIPTION
 EV1022
 EV1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1022'1.4 MI E FROM REDLANDS.
 EV1022'1.4 MILES EAST ALONG EAST COLTON AVENUE FROM THE CURRIER GYMNASIUM
 EV1022'OF THE UNIVERSITY OF REDLANDS AT REDLANDS, AT THE CROSSING OF THE
 EV1022'ATCHISON TOPEKA AND SANTA FE RAILWAY, ON TOP OF THE NORTH END OF
 EV1022'THE CONCRETE WALL FOR AN IRRIGATION FLOODGATE, 29.8 FEET NORTHWEST
 EV1022'OF THE NORTHWEST RAIL, 22 1/2 FEET SOUTH OF THE CENTER LINE OF
 EV1022'THE AVENUE, 7 FEET NORTHEAST OF POWER LINE POLE 36235E, ABOUT 1
 EV1022'FOOT HIGHER THAN THE AVENUE, AND ABOUT 1 FOOT ABOVE THE GROUND.
 EV1022
 EV1022                          STATION RECOVERY (1961)
 EV1022
 EV1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV1022'RECOVERED IN GOOD CONDITION.
 EV1022
 EV1022                          STATION RECOVERY (1978)
 EV1022
 EV1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1022'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0153 ***********************************************************************
 LU0153  DESIGNATION -  1614.94
 LU0153  PID         -  LU0153
 LU0153  STATE/COUNTY-  CA/SHASTA
 LU0153  USGS QUAD   -  O'BRIEN (1990)
 LU0153
 LU0153                         *CURRENT SURVEY CONTROL
 LU0153  ___________________________________________________________________
 LU0153* NAD 83(1986)-  40 47 41.     (N)    122 19 33.     (W)     SCALED    
 LU0153* NAVD 88     -       493.138  (meters)    1617.90   (feet)  ADJUSTED  
 LU0153  ___________________________________________________________________
 LU0153  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 LU0153  DYNAMIC HT  -         492.875 (meters)    1617.04  (feet)  COMP
 LU0153  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 LU0153
 LU0153  VERT ORDER  -  FIRST     CLASS II
 LU0153
 LU0153.The horizontal coordinates were scaled from a topographic map and have
 LU0153.an estimated accuracy of +/- 6 seconds.
 LU0153
 LU0153.The orthometric height was determined by differential leveling
 LU0153.and adjusted in June 1991.
 LU0153
 LU0153.The geoid height was determined by GEOID03.
 LU0153
 LU0153.The dynamic height is computed by dividing the NAVD 88
 LU0153.geopotential number by the normal gravity value computed on the
 LU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0153.degrees latitude (g = 980.6199 gals.).
 LU0153
 LU0153.The modeled gravity was interpolated from observed gravity values.
 LU0153
 LU0153;                    North         East    Units  Estimated Accuracy
 LU0153;SPC CA 1     -   662,320.    1,972,500.      MT  (+/- 180 meters Scaled)
 LU0153
 LU0153                          SUPERSEDED SURVEY CONTROL
 LU0153
 LU0153  NGVD 29 (??/??/92)  492.327  (m)         1615.24   (f) ADJ UNCH    1 2
 LU0153
 LU0153.Superseded values are not recommended for survey control.
 LU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0153.See file dsdata.txt to determine how the superseded data were derived.
 LU0153
 LU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL568161(NAD 83)
 LU0153_MARKER: DD = SURVEY DISK
 LU0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0153_SP_SET: CULVERT
 LU0153_STAMPING: 1614.94
 LU0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0153
 LU0153  HISTORY     - Date     Condition        Report By
 LU0153  HISTORY     - UNK      MONUMENTED       CADH
 LU0153  HISTORY     - 1943     GOOD             NGS
 LU0153  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0153
 LU0153                          STATION DESCRIPTION
 LU0153
 LU0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LU0153'13.8 MI S FROM DELTA.
 LU0153'13.8 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE
 LU0153'AT DELTA, SHASTA COUNTY, NEAR THE MIDDLE OF A LARGE CUT, DIRECTLY
 LU0153'OPPOSITE THE SOUTH END OF A CUTOUT USED FOR PARKING, AT CULVERT
 LU0153'B 963+91, IN THE NORTHWEST CORNER OF THE HEADWALL, 26 FEET WEST
 LU0153'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE
 LU0153'LEVEL OF THE HIGHWAY.  A CALIFORNIA DIVISION OF HIGHWAYS
 LU0153'STANDARD DISK, STAMPED 1614.94.
 LU0153
 LU0153                          STATION RECOVERY (1988)
 LU0153
 LU0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0153'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0527 ***********************************************************************
 JS0527  DESIGNATION -  1617 USGS
 JS0527  PID         -  JS0527
 JS0527  STATE/COUNTY-  CA/EL DORADO
 JS0527  USGS QUAD   -  GREENWOOD (1973)
 JS0527
 JS0527                         *CURRENT SURVEY CONTROL
 JS0527  ___________________________________________________________________
 JS0527* NAD 83(1986)-  38 53 50.     (N)    120 58 02.     (W)     SCALED    
 JS0527* NAVD 88     -       493.54   (+/-2cm)    1619.2    (feet)  VERTCON   
 JS0527  ___________________________________________________________________
 JS0527  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 JS0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0527
 JS0527.The horizontal coordinates were scaled from a topographic map and have
 JS0527.an estimated accuracy of +/- 6 seconds.
 JS0527
 JS0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0527.The vertical order pertains to the NGVD 29 superseded value.
 JS0527
 JS0527.The geoid height was determined by GEOID03.
 JS0527
 JS0527;                    North         East    Units  Estimated Accuracy
 JS0527;SPC CA 2     -   637,110.    2,089,590.      MT  (+/- 180 meters Scaled)
 JS0527
 JS0527                          SUPERSEDED SURVEY CONTROL
 JS0527
 JS0527  NGVD 29 (??/??/92)  492.719  (m)         1616.53   (f) ADJ UNCH    2 0
 JS0527
 JS0527.Superseded values are not recommended for survey control.
 JS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0527.See file dsdata.txt to determine how the superseded data were derived.
 JS0527
 JS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ762073(NAD 83)
 JS0527_MARKER: Q = CHISELED SQUARE
 JS0527_SETTING: 80 = SET IN A BOULDER
 JS0527_SP_SET: BOULDER
 JS0527_STAMPING: 1948
 JS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0527+STABILITY: SURFACE MOTION
 JS0527
 JS0527  HISTORY     - Date     Condition        Report By
 JS0527  HISTORY     - 1948     MONUMENTED       USGS
 JS0527  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0527
 JS0527                          STATION DESCRIPTION
 JS0527
 JS0527'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JS0527'2.9 MI NE FROM COOL.
 JS0527'2.9 MILES NORTHEAST ALONG THE COOL AND GEORGETOWN ROAD FROM COOL,
 JS0527'4.5 MILES WEST OF GREENWOOD, ON THE SOUTH EDGE OF ANGLE IN THE
 JS0527'ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 24 FEET
 JS0527'EAST OF THE CENTER LINE OF A SMALL STREAM, ON LARGE BOULDER LEVEL
 JS0527'WITH THE SURFACE OF THE ROAD, CHISELED SQUARE.
 JS0527
 JS0527                          STATION RECOVERY (2004)
 JS0527
 JS0527'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1370 ***********************************************************************
 FU1370  DESIGNATION -  162 A DWR
 FU1370  PID         -  FU1370
 FU1370  STATE/COUNTY-  CA/KERN
 FU1370  USGS QUAD   -  BELRIDGE (1973)
 FU1370
 FU1370                         *CURRENT SURVEY CONTROL
 FU1370  ___________________________________________________________________
 FU1370* NAD 83(1986)-  35 29 06.     (N)    119 38 10.     (W)     SCALED    
 FU1370* NAVD 88     -        89.79   (+/-2cm)     294.6    (feet)  VERTCON   
 FU1370  ___________________________________________________________________
 FU1370  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 FU1370  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1370
 FU1370.The horizontal coordinates were scaled from a topographic map and have
 FU1370.an estimated accuracy of +/- 6 seconds.
 FU1370
 FU1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1370.The vertical order pertains to the NGVD 29 superseded value.
 FU1370
 FU1370.The geoid height was determined by GEOID03.
 FU1370
 FU1370;                    North         East    Units  Estimated Accuracy
 FU1370;SPC CA 5     -   721,400.    1,851,540.      MT  (+/- 180 meters Scaled)
 FU1370
 FU1370                          SUPERSEDED SURVEY CONTROL
 FU1370
 FU1370  NGVD 29 (??/??/92)   89.11   (m)          292.4    (f) COMPUTED    1 2
 FU1370
 FU1370.Superseded values are not recommended for survey control.
 FU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1370.See file dsdata.txt to determine how the superseded data were derived.
 FU1370
 FU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV608300(NAD 83)
 FU1370_MARKER: DD = SURVEY DISK
 FU1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1370_STAMPING: 162 A 1963
 FU1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1370+STABILITY: SURFACE MOTION
 FU1370
 FU1370  HISTORY     - Date     Condition        Report By
 FU1370  HISTORY     - 1963     MONUMENTED       CADWR
 FU1370  HISTORY     - 1964     GOOD             NGS
 FU1370  HISTORY     - 1966     GOOD             NGS
 FU1370
 FU1370                          STATION DESCRIPTION
 FU1370
 FU1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1370'12 MI SE FROM LOST HILLS.
 FU1370'8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU1370'STATE HIGHWAY 46 AT LOST HILLS, THENCE 3.0 MILES EAST ALONG
 FU1370'LERDO HIGHWAY, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 46 FEET
 FU1370'EAST OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET SOUTH OF THE
 FU1370'CENTER LINE OF A DIM TRACK ROAD EAST, 3.0 FEET NORTH OF A WOODEN
 FU1370'POST WHICH PROJECTS 3 FEET, 2.0 FEET WEST OF A WITNESS POST AND
 FU1370'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 FU1370
 FU1370                          STATION RECOVERY (1966)
 FU1370
 FU1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0624 ***********************************************************************
 JS0624  DESIGNATION -  162 M USGS
 JS0624  PID         -  JS0624
 JS0624  STATE/COUNTY-  CA/EL DORADO
 JS0624  USGS QUAD   -  COLOMA (1973)
 JS0624
 JS0624                         *CURRENT SURVEY CONTROL
 JS0624  ___________________________________________________________________
 JS0624* NAD 83(1986)-  38 48 16.     (N)    120 54 25.     (W)     SCALED    
 JS0624* NAVD 88     -       219.02   (+/-2cm)     718.6    (feet)  VERTCON   
 JS0624  ___________________________________________________________________
 JS0624  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 JS0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0624
 JS0624.The horizontal coordinates were scaled from a topographic map and have
 JS0624.an estimated accuracy of +/- 6 seconds.
 JS0624
 JS0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0624.The vertical order pertains to the NGVD 29 superseded value.
 JS0624
 JS0624.The geoid height was determined by GEOID03.
 JS0624
 JS0624;                    North         East    Units  Estimated Accuracy
 JS0624;SPC CA 2     -   626,870.    2,094,940.      MT  (+/- 180 meters Scaled)
 JS0624
 JS0624                          SUPERSEDED SURVEY CONTROL
 JS0624
 JS0624  NGVD 29 (??/??/92)  218.226  (m)          715.96   (f) ADJ UNCH    2 0
 JS0624
 JS0624.Superseded values are not recommended for survey control.
 JS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0624.See file dsdata.txt to determine how the superseded data were derived.
 JS0624
 JS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH817971(NAD 83)
 JS0624_MARKER: DD = SURVEY DISK
 JS0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0624_STAMPING: 162 M 1933
 JS0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0624+STABILITY: SURFACE MOTION
 JS0624
 JS0624  HISTORY     - Date     Condition        Report By
 JS0624  HISTORY     - 1933     MONUMENTED       USGS
 JS0624  HISTORY     - 1935     GOOD             NGS
 JS0624  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0624
 JS0624                          STATION DESCRIPTION
 JS0624
 JS0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0624'1.3 MI NW FROM COLOMA.
 JS0624'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM COLOMA, EL DORADO
 JS0624'COUNTY, ABOUT 170 FEET SOUTH OF THE SOUTH END OF A BRIDGE OVER
 JS0624'SOUTH FORK AMERICAN RIVER, 34 FEET WEST OF THE MIDDLE OF THE WEST
 JS0624'END OF A TRIANGLE FORMED BY THE INTERSECTION OF A ROAD LEADING
 JS0624'TO LOTUS, AND 25 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 JS0624'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JS0624'162 M 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JS0624
 JS0624                          STATION RECOVERY (2004)
 JS0624
 JS0624'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6327 ***********************************************************************
 DH6327  DESIGNATION -  162 MEN 11.44
 DH6327  PID         -  DH6327
 DH6327  STATE/COUNTY-  CA/MENDOCINO
 DH6327  USGS QUAD   -  DOS RIOS (1994)
 DH6327
 DH6327                         *CURRENT SURVEY CONTROL
 DH6327  ___________________________________________________________________
 DH6327* NAD 83(2007)-  39 40 08.86938(N)    123 20 42.28186(W)     ADJUSTED  
 DH6327* NAVD 88     -       312.3    (meters)    1025.     (feet)  GPS OBS   
 DH6327  ___________________________________________________________________
 DH6327  EPOCH DATE  -        2007.00
 DH6327  X           -  -2,702,479.798 (meters)                     COMP
 DH6327  Y           -  -4,107,086.883 (meters)                     COMP
 DH6327  Z           -   4,049,956.033 (meters)                     COMP
 DH6327  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 DH6327  ELLIP HEIGHT-         282.934 (meters)          (02/10/07) ADJUSTED
 DH6327  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DH6327
 DH6327  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6327  Type    PID    Designation                      North   East  Ellip
 DH6327  -------------------------------------------------------------------
 DH6327  NETWORK DH6327 162 MEN 11.44                     1.98   1.55   4.43
 DH6327  -------------------------------------------------------------------
 DH6327
 DH6327.The horizontal coordinates were established by GPS observations
 DH6327.and adjusted by the National Geodetic Survey in February 2007.
 DH6327
 DH6327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6327.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6327.The horizontal coordinates are valid at the epoch date displayed above.
 DH6327.The epoch date for horizontal control is a decimal equivalence
 DH6327.of Year/Month/Day.
 DH6327
 DH6327.The orthometric height was determined by GPS observations and a
 DH6327.high-resolution geoid model.
 DH6327
 DH6327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6327
 DH6327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6327
 DH6327.The ellipsoidal height was determined by GPS observations
 DH6327.and is referenced to NAD 83.
 DH6327
 DH6327.The geoid height was determined by GEOID03.
 DH6327
 DH6327;                    North         East     Units Scale Factor Converg.
 DH6327;SPC CA 2     -   723,144.001 1,884,594.188   MT  0.99996663   -0 50 52.9
 DH6327;SPC CA 2     - 2,372,514.94  6,183,039.43   sFT  0.99996663   -0 50 52.9
 DH6327;UTM  10      - 4,391,091.875   470,402.512   MT  0.99961078   -0 13 13.0
 DH6327
 DH6327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6327!SPC CA 2     -   0.99995561  x   0.99996663  =   0.99992225
 DH6327!UTM  10      -   0.99995561  x   0.99961078  =   0.99956641
 DH6327
 DH6327                          SUPERSEDED SURVEY CONTROL
 DH6327
 DH6327  NAD 83(1998)-  39 40 08.86708(N)    123 20 42.28253(W) AD(2004.69) B
 DH6327  ELLIP H (09/28/05)  282.988  (m)                       GP(       ) 4 1
 DH6327
 DH6327.Superseded values are not recommended for survey control.
 DH6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6327.See file dsdata.txt to determine how the superseded data were derived.
 DH6327
 DH6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7040391092(NAD 83)
 DH6327_MARKER: DD = SURVEY DISK
 DH6327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6327+WITH SETTING: INFORMATION.
 DH6327_STAMPING: 162 MEN 11.44
 DH6327_MARK LOGO: CSRC  
 DH6327_PROJECTION: FLUSH
 DH6327_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6327+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 DH6327_ROD/PIPE-DEPTH: 2.4  meters
 DH6327
 DH6327  HISTORY     - Date     Condition        Report By
 DH6327  HISTORY     - 20040916 MONUMENTED       CADT
 DH6327
 DH6327                          STATION DESCRIPTION
 DH6327
 DH6327'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6327'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 18.5 KM
 DH6327'(11.4 MI)  NORTHEASTERLY OF U.S. HIGHWAYS 101/ 162,  AND 28.5 KM (17.6
 DH6327'MI) SOUTHWESTERLY OF COVELO.
 DH6327' 
 DH6327'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162
 DH6327'PROCEED 18.53 KM  (11.44 MI) NORTHEASTERLY ALONG HIGHWAY 162 TO POST
 DH6327'MILE 11.44  AND THE STATION IN A  TURN-OUT ON THE LEFT SIDE OF THE
 DH6327'HIGHWAY.
 DH6327' 
 DH6327'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6327'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M NORTHWEST OF  A STEEL
 DH6327'FENCE POST AND CARSONITE MARKER,  16.2 M NORTHWEST OF THE CENTERLINE
 DH6327'OF HIGHWAY 162,  24.0 M SOUTHEAST OF  A  HEADWALL AND  CULVERT ON THE
 DH6327'SOUTHEASTERLY SIDE OF HIGHWAY 162  AT POST MILE MARKER 11.43, 32.8 M
 DH6327'NORTHWEST OF A POWER POLE, AND 12.2 M NORTHWEST OF THE  EDGE OF
 DH6327'PAVEMENT OF HIGHWAY  162.
 DH6327' 
 DH6327'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6327'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6327'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6327'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6327'EUREKA.
 DH6327' 
 DH6327'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6327'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6326 ***********************************************************************
 DH6326  DESIGNATION -  162 MEN 25.76
 DH6326  PID         -  DH6326
 DH6326  STATE/COUNTY-  CA/MENDOCINO
 DH6326  USGS QUAD   -  JAMISON RIDGE (1994)
 DH6326
 DH6326                         *CURRENT SURVEY CONTROL
 DH6326  ___________________________________________________________________
 DH6326* NAD 83(2007)-  39 44 38.91905(N)    123 14 53.97620(W)     ADJUSTED  
 DH6326* NAVD 88     -       434.6    (meters)    1426.     (feet)  GPS OBS   
 DH6326  ___________________________________________________________________
 DH6326  EPOCH DATE  -        2007.00
 DH6326  X           -  -2,692,674.792 (meters)                     COMP
 DH6326  Y           -  -4,107,273.186 (meters)                     COMP
 DH6326  Z           -   4,056,442.056 (meters)                     COMP
 DH6326  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DH6326  ELLIP HEIGHT-         405.323 (meters)          (02/10/07) ADJUSTED
 DH6326  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH6326
 DH6326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6326  Type    PID    Designation                      North   East  Ellip
 DH6326  -------------------------------------------------------------------
 DH6326  NETWORK DH6326 162 MEN 25.76                     1.96   1.55   4.45
 DH6326  -------------------------------------------------------------------
 DH6326
 DH6326.The horizontal coordinates were established by GPS observations
 DH6326.and adjusted by the National Geodetic Survey in February 2007.
 DH6326
 DH6326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6326.The horizontal coordinates are valid at the epoch date displayed above.
 DH6326.The epoch date for horizontal control is a decimal equivalence
 DH6326.of Year/Month/Day.
 DH6326
 DH6326.The orthometric height was determined by GPS observations and a
 DH6326.high-resolution geoid model.
 DH6326
 DH6326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6326
 DH6326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6326
 DH6326.The ellipsoidal height was determined by GPS observations
 DH6326.and is referenced to NAD 83.
 DH6326
 DH6326.The geoid height was determined by GEOID03.
 DH6326
 DH6326;                    North         East     Units Scale Factor Converg.
 DH6326;SPC CA 2     -   731,353.256 1,893,009.192   MT  0.99998085   -0 47 13.3
 DH6326;SPC CA 2     - 2,399,448.14  6,210,647.66   sFT  0.99998085   -0 47 13.3
 DH6326;UTM  10      - 4,399,389.832   478,723.993   MT  0.99960557   -0 09 31.6
 DH6326
 DH6326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6326!SPC CA 2     -   0.99993642  x   0.99998085  =   0.99991727
 DH6326!UTM  10      -   0.99993642  x   0.99960557  =   0.99954201
 DH6326
 DH6326                          SUPERSEDED SURVEY CONTROL
 DH6326
 DH6326  NAD 83(1998)-  39 44 38.91664(N)    123 14 53.97620(W) AD(2004.69) B
 DH6326  ELLIP H (09/28/05)  405.361  (m)                       GP(       ) 4 1
 DH6326
 DH6326.Superseded values are not recommended for survey control.
 DH6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6326.See file dsdata.txt to determine how the superseded data were derived.
 DH6326
 DH6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7872499390(NAD 83)
 DH6326_MARKER: DD = SURVEY DISK
 DH6326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6326_STAMPING: 162 MEN 25.76
 DH6326_MARK LOGO: CSRC  
 DH6326_PROJECTION: FLUSH
 DH6326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6326+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DH6326_ROD/PIPE-DEPTH: 3.6  meters
 DH6326
 DH6326  HISTORY     - Date     Condition        Report By
 DH6326  HISTORY     - 20040828 MONUMENTED       CADT
 DH6326  HISTORY     - 20051206 GOOD             COLIS
 DH6326
 DH6326                          STATION DESCRIPTION
 DH6326
 DH6326'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6326'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 41.73 KM
 DH6326'(25.76 MI)  NORTHEASTERLY ALONG U.S. HIGHWAY 162  FROM HIGHWAY
 DH6326'101/162,  AND 5.5 KM (3.4 MI)  SOUTHWESTERLY OF COVELO.
 DH6326' 
 DH6326'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162
 DH6326'PROCEED 41.73 KM  (25.76 MI) NORTHEASTERLY ALONG HIGHWAY 162 TO A
 DH6326'GRAVEL ROAD AT POST MILE 25.76  AND THE  STATION  ON THE EAST SIDE OF
 DH6326'HIGHWAY 162 THAT HEADS SOUTHERLY.
 DH6326' 
 DH6326'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6326'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST OF  A STEEL FENCE
 DH6326'POST AND CARSONITE MARKER, 16.3 M  EAST OF THE CENTERLINE OF HIGHWAY
 DH6326'162  AT THE EASTERLY EDGE OF THE GRAVEL ROAD, AND 45.7  M EAST OF THE
 DH6326'EDGE OF PAVEMENT OF HIGHWAY 162.
 DH6326' 
 DH6326'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6326'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6326'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6326'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6326'EUREKA.
 DH6326' 
 DH6326'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6326'MODERNIZATION PROJECT  OF 2004.
 DH6326
 DH6326                          STATION RECOVERY (2005)
 DH6326
 DH6326'RECOVERY NOTE BY WILLIAM COLISCH PLS 2005 (WPC)
 DH6326'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162
 DH6326'PROCEED 41.73 KM (25.76 MI) NORTHEASTERLY ALONG HIGHWAY 162 TO POST
 DH6326'MILE 25.76 AND THE STATION ON THE RIGHT AT A GRAVEL ROAD AT THAT HEADS
 DH6326'SOUTHERLY.
 DH6326'THE STATION IS LOCATED NEAR THE NORTH END OF A LONG DOWNGRADE (HILL)
 DH6326'AND THE SOUTHEND OF A LONG LEVEL STRETCH OF HIGHWAY, APPROXIMATELY
 DH6326'265' SOUTH OF THE 'WELCOME TO ROUND VALLEY' SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6324 ***********************************************************************
 DH6324  DESIGNATION -  162 MEN 4.07
 DH6324  PID         -  DH6324
 DH6324  STATE/COUNTY-  CA/MENDOCINO
 DH6324  USGS QUAD   -  LONGVALE (1994)
 DH6324
 DH6324                         *CURRENT SURVEY CONTROL
 DH6324  ___________________________________________________________________
 DH6324* NAD 83(2007)-  39 35 15.01884(N)    123 23 04.49830(W)     ADJUSTED  
 DH6324* NAVD 88     -       343.2    (meters)    1126.     (feet)  GPS OBS   
 DH6324  ___________________________________________________________________
 DH6324  EPOCH DATE  -        2007.00
 DH6324  X           -  -2,708,504.685 (meters)                     COMP
 DH6324  Y           -  -4,110,069.011 (meters)                     COMP
 DH6324  Z           -   4,042,995.278 (meters)                     COMP
 DH6324  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 DH6324  ELLIP HEIGHT-         313.659 (meters)          (02/10/07) ADJUSTED
 DH6324  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DH6324
 DH6324  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6324  Type    PID    Designation                      North   East  Ellip
 DH6324  -------------------------------------------------------------------
 DH6324  NETWORK DH6324 162 MEN 4.07                      1.37   1.31   3.78
 DH6324  -------------------------------------------------------------------
 DH6324
 DH6324.The horizontal coordinates were established by GPS observations
 DH6324.and adjusted by the National Geodetic Survey in February 2007.
 DH6324
 DH6324.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6324.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6324.The horizontal coordinates are valid at the epoch date displayed above.
 DH6324.The epoch date for horizontal control is a decimal equivalence
 DH6324.of Year/Month/Day.
 DH6324
 DH6324.The orthometric height was determined by GPS observations and a
 DH6324.high-resolution geoid model.
 DH6324
 DH6324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6324
 DH6324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6324
 DH6324.The ellipsoidal height was determined by GPS observations
 DH6324.and is referenced to NAD 83.
 DH6324
 DH6324.The geoid height was determined by GEOID03.
 DH6324
 DH6324;                    North         East     Units Scale Factor Converg.
 DH6324;SPC CA 2     -   714,133.685 1,881,066.946   MT  0.99995312   -0 52 22.6
 DH6324;SPC CA 2     - 2,342,953.60  6,171,467.14   sFT  0.99995312   -0 52 22.6
 DH6324;UTM  10      - 4,382,046.598   466,975.399   MT  0.99961343   -0 14 42.3
 DH6324
 DH6324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6324!SPC CA 2     -   0.99995079  x   0.99995312  =   0.99990392
 DH6324!UTM  10      -   0.99995079  x   0.99961343  =   0.99956424
 DH6324
 DH6324                          SUPERSEDED SURVEY CONTROL
 DH6324
 DH6324  NAD 83(1998)-  39 35 15.01704(N)    123 23 04.49829(W) AD(2004.69) B
 DH6324  ELLIP H (09/28/05)  313.709  (m)                       GP(       ) 4 1
 DH6324
 DH6324.Superseded values are not recommended for survey control.
 DH6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6324.See file dsdata.txt to determine how the superseded data were derived.
 DH6324
 DH6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6697582047(NAD 83)
 DH6324_MARKER: DD = SURVEY DISK
 DH6324_SETTING: 80 = SET IN A BOULDER
 DH6324_STAMPING: 128 MEN 4.07
 DH6324_MARK LOGO: CSRC  
 DH6324_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6324+STABILITY: SURFACE MOTION
 DH6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6324+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6324
 DH6324  HISTORY     - Date     Condition        Report By
 DH6324  HISTORY     - 20040828 MONUMENTED       CADT
 DH6324
 DH6324                          STATION DESCRIPTION
 DH6324
 DH6324'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6324'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY6.59 KM
 DH6324'(4.07 MI) NORTHEASTERLY OF U.S. HIGHWAYS 101 AND 162,  40.5 KM (25.0
 DH6324'MI) SOUTHWESTERLY OF COVELO.
 DH6324' 
 DH6324'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 162
 DH6324'PROCEED 6.59 KM (4.07  MI) NORTHEASTERLY ALONG HIGHWAY 162 TO POST
 DH6324'MILE 4.07 AND THE STATION IN A TURN-OUT ON  THE LEFT SIDE OF THE
 DH6324'HIGHWAY.
 DH6324' 
 DH6324'THE STATION IS A 3.5IN CAL DOT ALUMINUM CAP SET IN A DRILLED HOLE OF A
 DH6324'4.0 METER DIAMETER  BOULDER. 12.0 M NORTHWEST OF THE CENTERLINE OF
 DH6324'HIGHWAY 162,  28.8 MT SOUTHWESTERLY OF   A CULVERT AT POST MILE MARKER
 DH6324'4.05, AND 8.5 M NORTHWEST OF THE EDGE OF PAVEMENT OF  HIGHWAY 162.
 DH6324' 
 DH6324'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6324'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6324'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6324'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6324'EUREKA.
 DH6324' 
 DH6324'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6324'MODERNIZATION PROJECT   OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0298 ***********************************************************************
 DB0298  DESIGNATION -  162.19
 DB0298  PID         -  DB0298
 DB0298  STATE/COUNTY-  CA/IMPERIAL
 DB0298  USGS QUAD   -  CACTUS (1963)
 DB0298
 DB0298                         *CURRENT SURVEY CONTROL
 DB0298  ___________________________________________________________________
 DB0298* NAD 83(1986)-  32 46 48.     (N)    114 59 21.     (W)     SCALED    
 DB0298* NAVD 88     -        50.115  (meters)     164.42   (feet)  READJUSTED
 DB0298  ___________________________________________________________________
 DB0298  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB0298  DYNAMIC HT  -          50.060 (meters)     164.24  (feet)  COMP
 DB0298  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 DB0298
 DB0298  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0298
 DB0298.The horizontal coordinates were scaled from a topographic map and have
 DB0298.an estimated accuracy of +/- 6 seconds.
 DB0298
 DB0298.The orthometric height was determined by differential leveling
 DB0298.and adjusted in January 1995.
 DB0298.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0298.distribution rate of 0.0 thru 1.0 mm/km.
 DB0298.The height was derived from older observations constrained to new
 DB0298.heights in a crustal motion area.  The height is approximate in
 DB0298.relation to other heights in its vicinity.
 DB0298
 DB0298.The geoid height was determined by GEOID03.
 DB0298
 DB0298.The dynamic height is computed by dividing the NAVD 88
 DB0298.geopotential number by the normal gravity value computed on the
 DB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0298.degrees latitude (g = 980.6199 gals.).
 DB0298
 DB0298.The modeled gravity was interpolated from observed gravity values.
 DB0298
 DB0298;                    North         East    Units  Estimated Accuracy
 DB0298;SPC CA 6     -   568,740.    2,118,120.      MT  (+/- 180 meters Scaled)
 DB0298
 DB0298                          SUPERSEDED SURVEY CONTROL
 DB0298
 DB0298  NGVD 29 (??/??/??)   49.404  (m)          162.09   (f) ADJUSTED    2 0
 DB0298
 DB0298.Superseded values are not recommended for survey control.
 DB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0298.See file dsdata.txt to determine how the superseded data were derived.
 DB0298
 DB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS883286(NAD 83)
 DB0298_MARKER: DD = SURVEY DISK
 DB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0298_STAMPING: 162.19
 DB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0298+STABILITY: SURFACE MOTION
 DB0298
 DB0298  HISTORY     - Date     Condition        Report By
 DB0298  HISTORY     - UNK      MONUMENTED       BOR
 DB0298  HISTORY     - 1971     GOOD             NGS
 DB0298  HISTORY     - 1974     GOOD             CADWR
 DB0298  HISTORY     - 1977     GOOD
 DB0298  HISTORY     - 1980     GOOD             BOR
 DB0298
 DB0298                          STATION DESCRIPTION
 DB0298
 DB0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0298'23 MI SE FROM HOLTVILLE.
 DB0298'FROM THE INTERSECTION OF U.S. 80 AND HOLT RD. IN HOLTVILLE,
 DB0298'PROCEED E. ON U.S. 80 APPROXIMATELY 27 MILES TO WHERE THE
 DB0298'HIGHWAY CROSSES THE ALL AMERICAN CANAL, FOLLOW THE N. CANAL
 DB0298'BANK N.E. 1/2 MILE TO THE BEGINNING OF THE COCHELLA CANAL,
 DB0298'FOLLOW THE N. CANAL BANK OF THAT CANAL N. APPROXIMATELY 5.4
 DB0298'MILES.  THE BENCH MARK IS LOCATED ON THE CENTER PIER OF A
 DB0298'CONCRETE BRIDGE AT DROP 1 ON THE COCHELLA CANAL, APPROXIMATELY
 DB0298'2 FT. N. OF THE TRAVELED AREA OF THE BRIDGE, AND IT IS SET IN
 DB0298'CONCRETE.  SECTION 10, T 16 S., R 19 E.
 DB0298
 DB0298                          STATION RECOVERY (1974)
 DB0298
 DB0298'RECOVERY NOTE BY CA DEPT OF WATER RES 1974
 DB0298'RECOVERED IN GOOD CONDITION.
 DB0298
 DB0298                          STATION RECOVERY (1977)
 DB0298
 DB0298'RECOVERED 1977
 DB0298'RECOVERED IN GOOD CONDITION.
 DB0298
 DB0298                          STATION RECOVERY (1980)
 DB0298
 DB0298'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0298'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1208 ***********************************************************************
 GU1208  DESIGNATION -  162.4 USBR
 GU1208  PID         -  GU1208
 GU1208  STATE/COUNTY-  CA/FRESNO
 GU1208  USGS QUAD   -  MENDOTA DAM (1984)
 GU1208
 GU1208                         *CURRENT SURVEY CONTROL
 GU1208  ___________________________________________________________________
 GU1208* NAD 83(1986)-  36 46 43.     (N)    120 22 20.     (W)     SCALED    
 GU1208* NAVD 88     -        48.87   (+/-2cm)     160.3    (feet)  VERTCON   
 GU1208  ___________________________________________________________________
 GU1208  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1208
 GU1208.The horizontal coordinates were scaled from a topographic map and have
 GU1208.an estimated accuracy of +/- 6 seconds.
 GU1208
 GU1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1208.The vertical order pertains to the NGVD 29 superseded value.
 GU1208
 GU1208.The geoid height was determined by GEOID03.
 GU1208
 GU1208;                    North         East    Units  Estimated Accuracy
 GU1208;SPC CA 4     -   661,250.    1,877,510.      MT  (+/- 180 meters Scaled)
 GU1208
 GU1208                          SUPERSEDED SURVEY CONTROL
 GU1208
 GU1208  NGVD 29 (??/??/92)   48.143  (m)          157.95   (f) ADJ UNCH    2 0
 GU1208
 GU1208.Superseded values are not recommended for survey control.
 GU1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1208.See file dsdata.txt to determine how the superseded data were derived.
 GU1208
 GU1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF345735(NAD 83)
 GU1208_MARKER: DD = SURVEY DISK
 GU1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1208+STABILITY: SURFACE MOTION
 GU1208
 GU1208  HISTORY     - Date     Condition        Report By
 GU1208  HISTORY     - UNK      MONUMENTED       BOR
 GU1208  HISTORY     - 1955     GOOD             NGS
 GU1208  HISTORY     - 1968     MARK NOT FOUND   NGS
 GU1208
 GU1208                          STATION DESCRIPTION
 GU1208
 GU1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU1208'1.7 MI NE FROM MENDOTA.
 GU1208'0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU1208'FROM THE STATION AT MENDOTA, THENCE 1.3 MILES NORTHEAST ALONG
 GU1208'BASS AVENUE, 0.7 MILE SOUTHEAST OF THE SOUTHWEST END OF MENDOTA
 GU1208'DAM, 0.2 MILE SOUTH OF THE DELTA-MENDOTA CANAL, NEAR WOODEN
 GU1208'BRIDGE 162.4 OVER THE MAIN CANAL, 5.4 FEET EAST OF THE NORTHEAST
 GU1208'END OF THE SOUTHEAST WOODEN GUARDRAIL, 14.7 FEET SOUTHEAST OF
 GU1208'THE CENTER LINE OF THE AVENUE, ABOUT LEVEL WITH THE AVENUE, AND
 GU1208'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 GU1208'GROUND.
 GU1208
 GU1208                          STATION RECOVERY (1968)
 GU1208
 GU1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0061 ***********************************************************************
 DX0061  DESIGNATION -  1626
 DX0061  PID         -  DX0061
 DX0061  STATE/COUNTY-  CA/RIVERSIDE
 DX0061  USGS QUAD   -  HEMET (1996)
 DX0061
 DX0061                         *CURRENT SURVEY CONTROL
 DX0061  ___________________________________________________________________
 DX0061* NAD 83(1986)-  33 40 50.     (N)    116 58 50.     (W)     SCALED    
 DX0061* NAVD 88     -       496.78   (+/-2cm)    1629.9    (feet)  VERTCON   
 DX0061  ___________________________________________________________________
 DX0061  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DX0061  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0061
 DX0061.The horizontal coordinates were scaled from a topographic map and have
 DX0061.an estimated accuracy of +/- 6 seconds.
 DX0061
 DX0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0061.The vertical order pertains to the NGVD 29 superseded value.
 DX0061
 DX0061.The geoid height was determined by GEOID03.
 DX0061
 DX0061;                    North         East    Units  Estimated Accuracy
 DX0061;SPC CA 6     -   668,130.    1,932,260.      MT  (+/- 180 meters Scaled)
 DX0061
 DX0061                          SUPERSEDED SURVEY CONTROL
 DX0061
 DX0061  NGVD 29 (??/??/??)  496.027  (m)         1627.38   (f) ADJUSTED    1 2
 DX0061
 DX0061.Superseded values are not recommended for survey control.
 DX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0061.See file dsdata.txt to determine how the superseded data were derived.
 DX0061
 DX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT018267(NAD 83)
 DX0061_MARKER: P = PIPE CAP
 DX0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0061_STAMPING: 1626
 DX0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0061
 DX0061  HISTORY     - Date     Condition        Report By
 DX0061  HISTORY     - UNK      MONUMENTED       USGS
 DX0061  HISTORY     - 1959     GOOD             NGS
 DX0061
 DX0061                          STATION DESCRIPTION
 DX0061
 DX0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0061'4.7 MI S FROM HEMET.
 DX0061'4.7 MILE SOUTH ALONG STATE HIGHWAY 79 FROM THE MAIN INTERSECTION
 DX0061'IN HEMET, THENCE 0.5 MILES WEST ALONG BATZ ROAD, IN DIAMOND
 DX0061'VALLEY, 20 FEET EAST OF THE FRONT DOOR OF A FARM HOUSE (FORMERLY
 DX0061'DIAMANTA SCHOOL), AND IN THE FRONT YARD OF THE DIAMANTA RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3627 ***********************************************************************
 HT3627  DESIGNATION -  163
 HT3627  PID         -  HT3627
 HT3627  STATE/COUNTY-  CA/SANTA CRUZ
 HT3627  USGS QUAD   -  DAVENPORT (1997)
 HT3627
 HT3627                         *CURRENT SURVEY CONTROL
 HT3627  ___________________________________________________________________
 HT3627* NAD 83(1986)-  37 04 20.     (N)    122 07 44.     (W)     SCALED    
 HT3627* NAVD 88     -       615.191  (meters)    2018.34   (feet)  ADJUSTED  
 HT3627  ___________________________________________________________________
 HT3627  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HT3627  DYNAMIC HT  -         614.707 (meters)    2016.75  (feet)  COMP
 HT3627  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 HT3627
 HT3627  VERT ORDER  -  FIRST     CLASS II
 HT3627
 HT3627.The horizontal coordinates were scaled from a topographic map and have
 HT3627.an estimated accuracy of +/- 6 seconds.
 HT3627
 HT3627.The orthometric height was determined by differential leveling
 HT3627.and adjusted in February 1993.
 HT3627
 HT3627.The geoid height was determined by GEOID03.
 HT3627
 HT3627.The dynamic height is computed by dividing the NAVD 88
 HT3627.geopotential number by the normal gravity value computed on the
 HT3627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3627.degrees latitude (g = 980.6199 gals.).
 HT3627
 HT3627.The modeled gravity was interpolated from observed gravity values.
 HT3627
 HT3627;                    North         East    Units  Estimated Accuracy
 HT3627;SPC CA 3     -   564,770.    1,855,160.      MT  (+/- 180 meters Scaled)
 HT3627
 HT3627                          SUPERSEDED SURVEY CONTROL
 HT3627
 HT3627  NGVD 29 (10/21/93)  614.344  (m)         2015.56   (f) ADJUSTED    1 2
 HT3627
 HT3627.Superseded values are not recommended for survey control.
 HT3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3627.See file dsdata.txt to determine how the superseded data were derived.
 HT3627
 HT3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG774032(NAD 83)
 HT3627_MARKER: Q = CHISELED SQUARE
 HT3627_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT3627+WITH SETTING: PAVEMENT
 HT3627_SP_SET: CONCRETE SLAB
 HT3627_MARK LOGO: CA-087
 HT3627_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3627+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 HT3627
 HT3627  HISTORY     - Date     Condition        Report By
 HT3627  HISTORY     - UNK      MONUMENTED       CA-087
 HT3627  HISTORY     - 19900508 GOOD             NGS
 HT3627
 HT3627                          STATION DESCRIPTION
 HT3627
 HT3627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3627'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3627'OFFICE AT DAVENPORT, THENCE 6.0 KM (3.7 MI) NORTHEASTERLY ALONG
 HT3627'BONNIE DOON ROAD, THENCE 6.0 KM (3.7 MI) NORTHERLY ALONG PINE FLAT
 HT3627'ROAD, THENCE 0.9 KM (0.6 MI) SOUTHEASTERLY ALONG EMPIRE GRADE, 9.5 M
 HT3627'(31.2 FT) WEST OF THE SOUTHWEST CORNER OF A HANGAR AT THE BONNIE DOON
 HT3627'VILLAGE AIRPORT, THE MONUMENT IS A CHISELED SQUARE IN THE NORTHWEST
 HT3627'CORNER OF A CONCRETE SLAB SUPPORTING A GAS PUMP AND IS LEVEL WITH THE
 HT3627'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0878 ***********************************************************************
 DY0878  DESIGNATION -  163 1 SOGS
 DY0878  PID         -  DY0878
 DY0878  STATE/COUNTY-  CA/ORANGE
 DY0878  USGS QUAD   -  SEAL BEACH (1981)
 DY0878
 DY0878                         *CURRENT SURVEY CONTROL
 DY0878  ___________________________________________________________________
 DY0878* NAD 83(1986)-  33 40 58.     (N)    118 02 02.     (W)     SCALED    
 DY0878* NAVD 88     -         3.08   (+/-2cm)      10.1    (feet)  VERTCON   
 DY0878  ___________________________________________________________________
 DY0878  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY0878  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0878
 DY0878.The horizontal coordinates were scaled from a topographic map and have
 DY0878.an estimated accuracy of +/- 6 seconds.
 DY0878
 DY0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0878.The vertical order pertains to the NGVD 29 superseded value.
 DY0878
 DY0878.The geoid height was determined by GEOID03.
 DY0878
 DY0878;                    North         East    Units  Estimated Accuracy
 DY0878;SPC CA 6     -   669,560.    1,834,600.      MT  (+/- 180 meters Scaled)
 DY0878
 DY0878                          SUPERSEDED SURVEY CONTROL
 DY0878
 DY0878  NGVD 29 (??/??/92)    2.404  (m)            7.89   (f) ADJ UNCH    1 2
 DY0878
 DY0878.Superseded values are not recommended for survey control.
 DY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0878.See file dsdata.txt to determine how the superseded data were derived.
 DY0878
 DY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT041274(NAD 83)
 DY0878_MARKER: DD = SURVEY DISK
 DY0878_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0878_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0878_STAMPING: SO + GCO MON 163-1
 DY0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0878
 DY0878  HISTORY     - Date     Condition        Report By
 DY0878  HISTORY     - UNK      MONUMENTED       SOGCO
 DY0878  HISTORY     - 1949     GOOD             NGS
 DY0878  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0878
 DY0878                          STATION DESCRIPTION
 DY0878
 DY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0878'2.5 MI NW FROM HUNTINGTON BEACH.
 DY0878'ABOUT 2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 101 (ALTERNATE)
 DY0878'FROM THE PIER AT HUNTINGTON BEACH, 73 FEET NORTHEAST OF THE CENTER
 DY0878'LINE OF THE HIGHWAY, 12 FEET EAST OF POWER LINE POLE WITH A
 DY0878'POLE BRACE, 10 FEET NORTHEAST OF A FENCE LINE, SET IN THE TOP
 DY0878'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 DY0878'IN THE CENTER OF A 4- BY 4-FOOT PIPE RAILING.  NOTE-- IT APPEARS
 DY0878'THAT IT MAY HAVE BEEN DESTROYED BY THE DRILLING OF NEW OIL WELLS.
 DY0878
 DY0878                          STATION RECOVERY (1954)
 DY0878
 DY0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0879 ***********************************************************************
 DY0879  DESIGNATION -  163 2 SOGS
 DY0879  PID         -  DY0879
 DY0879  STATE/COUNTY-  CA/ORANGE
 DY0879  USGS QUAD   -  SEAL BEACH (1981)
 DY0879
 DY0879                         *CURRENT SURVEY CONTROL
 DY0879  ___________________________________________________________________
 DY0879* NAD 83(1986)-  33 40 58.     (N)    118 02 03.     (W)     SCALED    
 DY0879* NAVD 88     -         2.57   (+/-2cm)       8.4    (feet)  VERTCON   
 DY0879  ___________________________________________________________________
 DY0879  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY0879  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0879
 DY0879.The horizontal coordinates were scaled from a topographic map and have
 DY0879.an estimated accuracy of +/- 6 seconds.
 DY0879
 DY0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0879.The vertical order pertains to the NGVD 29 superseded value.
 DY0879
 DY0879.The geoid height was determined by GEOID03.
 DY0879
 DY0879;                    North         East    Units  Estimated Accuracy
 DY0879;SPC CA 6     -   669,560.    1,834,570.      MT  (+/- 180 meters Scaled)
 DY0879
 DY0879                          SUPERSEDED SURVEY CONTROL
 DY0879
 DY0879  NGVD 29 (??/??/92)    1.89   (m)            6.2    (f) COMPUTED    1 1
 DY0879
 DY0879.Superseded values are not recommended for survey control.
 DY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0879.See file dsdata.txt to determine how the superseded data were derived.
 DY0879
 DY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT041274(NAD 83)
 DY0879_MARKER: DD = SURVEY DISK
 DY0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0879_STAMPING: SO + GCO MON 163-2
 DY0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0879
 DY0879  HISTORY     - Date     Condition        Report By
 DY0879  HISTORY     - UNK      MONUMENTED       SOGCO
 DY0879  HISTORY     - 1954     GOOD             NGS
 DY0879  HISTORY     - 1973     GOOD             NGS
 DY0879
 DY0879                          STATION DESCRIPTION
 DY0879
 DY0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0879'2.5 MI NW FROM HUNTINGTON BEACH.
 DY0879'2.5 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DY0879'ALT.) FROM THE PIER AT HUNTINGTON BEACH, 0.5 MILE NORTHWEST OF THE
 DY0879'NORTHWEST END OF A HIGHWAY CUT, 0.5 MILE NORTHWEST OF THE CITY
 DY0879'LIMITS OF HUNTINGTON BEACH, ABOUT 125 YARDS SOUTHEAST OF THE
 DY0879'JUNCTION OF A PAVED ROAD LEADING NORTHEAST TO THE SIGNAL OIL AND
 DY0879'GAS CO. FIELD OFFICE, AT THE APPROXIMATE CENTER OF A 2-FOOT-HIGH
 DY0879'4- BY 4-FOOT WHITE PAINTED PIPE RAILING, 73 1/2 FEET NORTHEAST
 DY0879'OF THE CENTER LINE OF THE HIGHWAY, 36 1/2 FEET NORTHWEST OF A FIRE
 DY0879'HYDRANT, 11.9 FEET NORTHEAST OF A PICKET FENCE, AND WELDED ON THE
 DY0879'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DY0879
 DY0879                          STATION RECOVERY (1973)
 DY0879
 DY0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DY0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0882 ***********************************************************************
 DY0882  DESIGNATION -  163 3
 DY0882  PID         -  DY0882
 DY0882  STATE/COUNTY-  CA/ORANGE
 DY0882  USGS QUAD   -  SEAL BEACH (1981)
 DY0882
 DY0882                         *CURRENT SURVEY CONTROL
 DY0882  ___________________________________________________________________
 DY0882* NAD 83(1986)-  33 41 05.     (N)    118 02 12.     (W)     SCALED    
 DY0882* NAVD 88     -         2.891  (meters)       9.48   (feet)  READJUSTED
 DY0882  ___________________________________________________________________
 DY0882  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 DY0882  DYNAMIC HT  -           2.890 (meters)       9.48  (feet)  COMP
 DY0882  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 DY0882
 DY0882  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0882
 DY0882.The horizontal coordinates were scaled from a topographic map and have
 DY0882.an estimated accuracy of +/- 6 seconds.
 DY0882
 DY0882.The orthometric height was determined by differential leveling
 DY0882.and adjusted in February 1993.
 DY0882.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0882.distribution rate of 0.0 thru 1.0 mm/km.
 DY0882.The height was derived from older observations constrained to new
 DY0882.heights in a crustal motion area.  The height is approximate in
 DY0882.relation to other heights in its vicinity.
 DY0882
 DY0882.The geoid height was determined by GEOID03.
 DY0882
 DY0882.The dynamic height is computed by dividing the NAVD 88
 DY0882.geopotential number by the normal gravity value computed on the
 DY0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0882.degrees latitude (g = 980.6199 gals.).
 DY0882
 DY0882.The modeled gravity was interpolated from observed gravity values.
 DY0882
 DY0882;                    North         East    Units  Estimated Accuracy
 DY0882;SPC CA 6     -   669,780.    1,834,340.      MT  (+/- 180 meters Scaled)
 DY0882
 DY0882                          SUPERSEDED SURVEY CONTROL
 DY0882
 DY0882  NGVD 29 (??/??/92)    2.175  (m)            7.14   (f) ADJ UNCH    1 1
 DY0882
 DY0882.Superseded values are not recommended for survey control.
 DY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0882.See file dsdata.txt to determine how the superseded data were derived.
 DY0882
 DY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT039276(NAD 83)
 DY0882_MARKER: DD = SURVEY DISK
 DY0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0882_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0882_STAMPING: 163-3 SO + GC
 DY0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0882
 DY0882  HISTORY     - Date     Condition        Report By
 DY0882  HISTORY     - UNK      MONUMENTED       SOGCO
 DY0882  HISTORY     - 1968     GOOD             CA-059
 DY0882  HISTORY     - 1978     GOOD             NGS
 DY0882  HISTORY     - 19890412 MARK NOT FOUND   NGS
 DY0882
 DY0882                          STATION DESCRIPTION
 DY0882
 DY0882'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0882'2.7 MI NW FROM HUNTINGTON BEACH.
 DY0882'2.7 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.)
 DY0882'FROM THE PIER IN HUNTINGTON BEACH, ABOUT 415 FEET NORTHWEST OF THE
 DY0882'PAVED ROAD LEADING NORTHEAST TO THE SIGNAL OIL AND GAS COMPANY FIELD
 DY0882'OFFICE, 75 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 DY0882'NORTHEAST OF A 4 FOOT HIGH IRON ROD FENCE, SET IN THE CENTER OF A
 DY0882'4 FOOT BY 4 FOOT IRON PIPE GUARD RAIL 2 FEET HIGH, A BRONZE DISK
 DY0882'WELDED ON THE TOP OF A 3 INCH IRON PIPE, ABOUT 0.60 OF A FOOT
 DY0882'HIGHER THAN THE GROUND, ABOUT LEVEL WITH THE HIGHWAY.
 DY0882
 DY0882                          STATION RECOVERY (1978)
 DY0882
 DY0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0882'RECOVERED IN GOOD CONDITION.
 DY0882
 DY0882                          STATION RECOVERY (1989)
 DY0882
 DY0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0886 ***********************************************************************
 DY0886  DESIGNATION -  163 4
 DY0886  PID         -  DY0886
 DY0886  STATE/COUNTY-  CA/ORANGE
 DY0886  USGS QUAD   -  SEAL BEACH (1981)
 DY0886
 DY0886                         *CURRENT SURVEY CONTROL
 DY0886  ___________________________________________________________________
 DY0886* NAD 83(1986)-  33 41 16.     (N)    118 02 22.     (W)     SCALED    
 DY0886* NAVD 88     -         2.818  (meters)       9.25   (feet)  READJUSTED
 DY0886  ___________________________________________________________________
 DY0886  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 DY0886  DYNAMIC HT  -           2.810 (meters)       9.22  (feet)  COMP
 DY0886  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 DY0886
 DY0886  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0886
 DY0886.The horizontal coordinates were scaled from a topographic map and have
 DY0886.an estimated accuracy of +/- 6 seconds.
 DY0886
 DY0886.The orthometric height was determined by differential leveling
 DY0886.and adjusted in February 1993.
 DY0886.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0886.distribution rate of 0.0 thru 1.0 mm/km.
 DY0886.The height was derived from older observations constrained to new
 DY0886.heights in a crustal motion area.  The height is approximate in
 DY0886.relation to other heights in its vicinity.
 DY0886
 DY0886.The geoid height was determined by GEOID03.
 DY0886
 DY0886.The dynamic height is computed by dividing the NAVD 88
 DY0886.geopotential number by the normal gravity value computed on the
 DY0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0886.degrees latitude (g = 980.6199 gals.).
 DY0886
 DY0886.The modeled gravity was interpolated from observed gravity values.
 DY0886
 DY0886;                    North         East    Units  Estimated Accuracy
 DY0886;SPC CA 6     -   670,120.    1,834,090.      MT  (+/- 180 meters Scaled)
 DY0886
 DY0886                          SUPERSEDED SURVEY CONTROL
 DY0886
 DY0886  NGVD 29 (??/??/92)    2.101  (m)            6.89   (f) ADJ UNCH    1 1
 DY0886
 DY0886.Superseded values are not recommended for survey control.
 DY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0886.See file dsdata.txt to determine how the superseded data were derived.
 DY0886
 DY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT036280(NAD 83)
 DY0886_MARKER: DD = SURVEY DISK
 DY0886_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0886_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0886_STAMPING: 163-4 SO + GC
 DY0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0886
 DY0886  HISTORY     - Date     Condition        Report By
 DY0886  HISTORY     - UNK      MONUMENTED       SOGCO
 DY0886  HISTORY     - 1968     GOOD             CA-059
 DY0886  HISTORY     - 1973     GOOD             CA-059
 DY0886  HISTORY     - 1978     GOOD             NGS
 DY0886  HISTORY     - 19890412 MARK NOT FOUND   NGS
 DY0886
 DY0886                          STATION DESCRIPTION
 DY0886
 DY0886'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DY0886'3 MI NW FROM HUNTINGTON BEACH.
 DY0886'3.0 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.)
 DY0886'FROM THE PIER AT HUNTINGTON BEACH, 75 FEET NORTHEAST OF THE CENTER
 DY0886'LINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A 4 FOOT HIGH IRON ROD
 DY0886'FENCE, 30 FEET SOUTHEAST OF THE NORTHWEST END OF A CONCRETE
 DY0886'PARKING AREA, INCLOSED BY A 4 FOOT IRON PIPE FENCE 2 FEET HIGH
 DY0886'PAINTED WHITE, BRONZE DISK WELDED ON TOP OF A 3 INCH IRON PIPE,
 DY0886'ABOUT LEVEL WITH THE GROUND AND THE HIGHWAY.
 DY0886
 DY0886                          STATION RECOVERY (1973)
 DY0886
 DY0886'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0886'RECOVERED IN GOOD CONDITION.
 DY0886
 DY0886                          STATION RECOVERY (1978)
 DY0886
 DY0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0886'RECOVERED IN GOOD CONDITION.
 DY0886
 DY0886                          STATION RECOVERY (1989)
 DY0886
 DY0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0890 ***********************************************************************
 DY0890  DESIGNATION -  163 6 SOGS
 DY0890  PID         -  DY0890
 DY0890  STATE/COUNTY-  CA/ORANGE
 DY0890  USGS QUAD   -  SEAL BEACH (1981)
 DY0890
 DY0890                         *CURRENT SURVEY CONTROL
 DY0890  ___________________________________________________________________
 DY0890* NAD 83(1986)-  33 41 25.     (N)    118 02 31.     (W)     SCALED    
 DY0890* NAVD 88     -         4.70   (+/-2cm)      15.4    (feet)  VERTCON   
 DY0890  ___________________________________________________________________
 DY0890  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DY0890  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0890
 DY0890.The horizontal coordinates were scaled from a topographic map and have
 DY0890.an estimated accuracy of +/- 6 seconds.
 DY0890
 DY0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0890.The vertical order pertains to the NGVD 29 superseded value.
 DY0890
 DY0890.The geoid height was determined by GEOID03.
 DY0890
 DY0890;                    North         East    Units  Estimated Accuracy
 DY0890;SPC CA 6     -   670,400.    1,833,870.      MT  (+/- 180 meters Scaled)
 DY0890
 DY0890                          SUPERSEDED SURVEY CONTROL
 DY0890
 DY0890  NGVD 29 (??/??/92)    4.024  (m)           13.20   (f) ADJ UNCH    1 2
 DY0890
 DY0890.Superseded values are not recommended for survey control.
 DY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0890.See file dsdata.txt to determine how the superseded data were derived.
 DY0890
 DY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT034283(NAD 83)
 DY0890_MARKER: DD = SURVEY DISK
 DY0890_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0890_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0890_STAMPING: SO + GCO MON 163-6
 DY0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0890
 DY0890  HISTORY     - Date     Condition        Report By
 DY0890  HISTORY     - UNK      MONUMENTED       CGS
 DY0890  HISTORY     - 1965     POOR             USGS
 DY0890  HISTORY     - 20080912 POOR             GEOCAC
 DY0890
 DY0890                          STATION DESCRIPTION
 DY0890
 DY0890'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DY0890'2 MI SE FROM LOS BATES.
 DY0890'NEW DESCRIPTION-- 1.9 MILES SOUTHEAST ALONG STATE HWY. 1 FROM JCT.
 DY0890'OF WARNER AVE IN SEAL BEACH, 2.2 MI. NORTHWEST OF 23RD ST IN
 DY0890'HUNTINGTON BEACH, 150 FT SOUTHEAST OF A ROAD SIGN SOFT SHOULDER
 DY0890'ON NORTHEAST SIDE OF HWY, 75 1/2 FT NORTHEAST OF CENTER OF HWY,
 DY0890'A BRONZE DISK CEMENTED IN TOP OF A 3 1/2 INCH PIPE PROJECTING
 DY0890'1.0 FT ABOVE A CONCRETE POST WHICH PROJECTS 1.5 FT ABOVE THE GROUND.
 DY0890'NOTE-- PIPE RAILING IS GONE.  PIPE HAS CORRODED AND IS WEAKENED
 DY0890'TO POINT OF SOON BREAKING.  CONCRETE POST HAS CRACKED BUT STILL
 DY0890'FIRM AND SOLID.
 DY0890
 DY0890                          STATION RECOVERY (2008)
 DY0890
 DY0890'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0890'RECOVERED IN VERY POOR CONDITION.  THE CONCRETE BASE AND A SMALL
 DY0890'AMOUNT OF CONCRETE THAT WOULD HAVE FILLED THE METAL PIPE WERE LOCATED,
 DY0890'BUT THE PIPE HAS RUSTED COMPLETELY AWAY AND THERE IS NO SIGN OF THE
 DY0890'BRONZE DISK.  THE SURROUNDING SAND HAS BURIED THE CONCRETE BASE AND
 DY0890'THE FORMER LOCATION OF THE MARKER, NOW ABOUT 0.5 FEET BELOW THE
 DY0890'SURFACE.  THIS MARK IS ABOUT 30 FEET SW OF DY0889.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3881 ***********************************************************************
 HS3881  DESIGNATION -  163 A CO
 HS3881  PID         -  HS3881
 HS3881  STATE/COUNTY-  CA/ALAMEDA
 HS3881  USGS QUAD   -  ALTAMONT (1981)
 HS3881
 HS3881                         *CURRENT SURVEY CONTROL
 HS3881  ___________________________________________________________________
 HS3881* NAD 83(1986)-  37 39 24.     (N)    121 43 37.     (W)     SCALED    
 HS3881* NAVD 88     -       193.97   (+/-2cm)     636.4    (feet)  VERTCON   
 HS3881  ___________________________________________________________________
 HS3881  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HS3881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3881
 HS3881.The horizontal coordinates were scaled from a topographic map and have
 HS3881.an estimated accuracy of +/- 6 seconds.
 HS3881
 HS3881.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3881.The vertical order pertains to the NGVD 29 superseded value.
 HS3881
 HS3881.The geoid height was determined by GEOID03.
 HS3881
 HS3881;                    North         East    Units  Estimated Accuracy
 HS3881;SPC CA 3     -   629,080.    1,891,750.      MT  (+/- 180 meters Scaled)
 HS3881
 HS3881                          SUPERSEDED SURVEY CONTROL
 HS3881
 HS3881  NGVD 29 (??/??/92)  193.145  (m)          633.68   (f) ADJ UNCH    2 0
 HS3881
 HS3881.Superseded values are not recommended for survey control.
 HS3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3881.See file dsdata.txt to determine how the superseded data were derived.
 HS3881
 HS3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG122684(NAD 83)
 HS3881_MARKER: DD = SURVEY DISK
 HS3881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3881_SP_SET: CURB
 HS3881_STAMPING: 163
 HS3881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3881
 HS3881  HISTORY     - Date     Condition        Report By
 HS3881  HISTORY     - UNK      MONUMENTED       CA-001
 HS3881  HISTORY     - 1961     GOOD             NGS
 HS3881  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS3881
 HS3881                          STATION DESCRIPTION
 HS3881
 HS3881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3881'3 MI SE FROM LIVERMORE.
 HS3881'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3881'LIVERMORE, THENCE 0.75 MILE SOUTHEAST ALONG MINES ROAD, IN TOP
 HS3881'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE CURB OF CONCRETE
 HS3881'BRIDGE 0.75 OVER A CREEK, 11 FEET SOUTHWEST OF THE CENTER LINE
 HS3881'OF THE ROAD, 4.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE CURB,
 HS3881'0.1 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE SOUTHWEST CONCRETE
 HS3881'GUARDRAIL, AND ABOUT 0.4 FOOT HIGHER THAN THE ROAD.
 HS3881
 HS3881                          STATION RECOVERY (1987)
 HS3881
 HS3881'RECOVERY NOTE BY US POWER SQUADRON 1987 (KV)
 HS3881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1374 ***********************************************************************
 FU1374  DESIGNATION -  163 A DWR
 FU1374  PID         -  FU1374
 FU1374  STATE/COUNTY-  CA/KERN
 FU1374  USGS QUAD   -  BELRIDGE (1973)
 FU1374
 FU1374                         *CURRENT SURVEY CONTROL
 FU1374  ___________________________________________________________________
 FU1374* NAD 83(1986)-  35 28 14.     (N)    119 38 10.     (W)     SCALED    
 FU1374* NAVD 88     -        90.98   (+/-2cm)     298.5    (feet)  VERTCON   
 FU1374  ___________________________________________________________________
 FU1374  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 FU1374  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1374
 FU1374.The horizontal coordinates were scaled from a topographic map and have
 FU1374.an estimated accuracy of +/- 6 seconds.
 FU1374
 FU1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1374.The vertical order pertains to the NGVD 29 superseded value.
 FU1374
 FU1374.The geoid height was determined by GEOID03.
 FU1374
 FU1374;                    North         East    Units  Estimated Accuracy
 FU1374;SPC CA 5     -   719,800.    1,851,510.      MT  (+/- 180 meters Scaled)
 FU1374
 FU1374                          SUPERSEDED SURVEY CONTROL
 FU1374
 FU1374  NGVD 29 (??/??/92)   90.28   (m)          296.2    (f) COMPUTED    1 2
 FU1374
 FU1374.Superseded values are not recommended for survey control.
 FU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1374.See file dsdata.txt to determine how the superseded data were derived.
 FU1374
 FU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV608284(NAD 83)
 FU1374_MARKER: DD = SURVEY DISK
 FU1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1374_STAMPING: 163 A 1963
 FU1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1374+STABILITY: SURFACE MOTION
 FU1374
 FU1374  HISTORY     - Date     Condition        Report By
 FU1374  HISTORY     - 1963     MONUMENTED       CADWR
 FU1374  HISTORY     - 1964     GOOD             NGS
 FU1374  HISTORY     - 1966     GOOD             NGS
 FU1374
 FU1374                          STATION DESCRIPTION
 FU1374
 FU1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1374'13 MI SE FROM LOST HILLS.
 FU1374'8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU1374'STATE HIGHWAY 46 AT LOST HILLS, THENCE 3.0 MILES EAST ALONG
 FU1374'LERDO HIGHWAY, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD, 42 FEET
 FU1374'WEST OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF THE WEST
 FU1374'END OF A GATE, 2.9 FEET SOUTH OF AN EAST-WEST FENCE, 2.0 FEET
 FU1374'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE
 FU1374'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 FU1374
 FU1374                          STATION RECOVERY (1966)
 FU1374
 FU1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0884 ***********************************************************************
 JS0884  DESIGNATION -  163 BBH
 JS0884  PID         -  JS0884
 JS0884  STATE/COUNTY-  CA/PLACER
 JS0884  USGS QUAD   -  LINCOLN (1981)
 JS0884
 JS0884                         *CURRENT SURVEY CONTROL
 JS0884  ___________________________________________________________________
 JS0884* NAD 83(1986)-  38 53 33.     (N)    121 17 37.     (W)     SCALED    
 JS0884* NAVD 88     -        50.635  (meters)     166.12   (feet)  ADJUSTED  
 JS0884  ___________________________________________________________________
 JS0884  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 JS0884  DYNAMIC HT  -          50.602 (meters)     166.02  (feet)  COMP
 JS0884  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 JS0884
 JS0884  VERT ORDER  -  FIRST     CLASS II
 JS0884
 JS0884.The horizontal coordinates were scaled from a topographic map and have
 JS0884.an estimated accuracy of +/- 6 seconds.
 JS0884
 JS0884.The orthometric height was determined by differential leveling
 JS0884.and adjusted in June 1991.
 JS0884
 JS0884.The geoid height was determined by GEOID03.
 JS0884
 JS0884.The dynamic height is computed by dividing the NAVD 88
 JS0884.geopotential number by the normal gravity value computed on the
 JS0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0884.degrees latitude (g = 980.6199 gals.).
 JS0884
 JS0884.The modeled gravity was interpolated from observed gravity values.
 JS0884
 JS0884;                    North         East    Units  Estimated Accuracy
 JS0884;SPC CA 2     -   636,310.    2,061,280.      MT  (+/- 180 meters Scaled)
 JS0884
 JS0884                          SUPERSEDED SURVEY CONTROL
 JS0884
 JS0884  NGVD 29 (??/??/92)   49.92   (m)          163.8    (f) COMPUTED    1 2
 JS0884
 JS0884.Superseded values are not recommended for survey control.
 JS0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0884.See file dsdata.txt to determine how the superseded data were derived.
 JS0884
 JS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ479062(NAD 83)
 JS0884_MARKER: P = PIPE CAP
 JS0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0884_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0884_STAMPING: 163.694 163 B B H 1908
 JS0884_MARK LOGO: USGS  
 JS0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0884
 JS0884  HISTORY     - Date     Condition        Report By
 JS0884  HISTORY     - 1908     MONUMENTED       USGS
 JS0884  HISTORY     - 1949     GOOD             CGS
 JS0884  HISTORY     - 19880823 MARK NOT FOUND   NGS
 JS0884
 JS0884                          STATION DESCRIPTION
 JS0884
 JS0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0884'AT LINCOLN.
 JS0884'AT THE NORTH END OF THE SOUTHERN PACIFIC CO. RAILROAD STATION,
 JS0884'NEAR THE NORTH EDGE OF THE RAMP LEADING TO THE LOADING PLATFORM,
 JS0884'AND 50 FEET EAST OF THE MAIN (WEST) TRACK.
 JS0884
 JS0884                          STATION RECOVERY (1988)
 JS0884
 JS0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2437 ***********************************************************************
 DY2437  DESIGNATION -  163 LA CO
 DY2437  PID         -  DY2437
 DY2437  STATE/COUNTY-  CA/LOS ANGELES
 DY2437  USGS QUAD   -  INGLEWOOD (1981)
 DY2437
 DY2437                         *CURRENT SURVEY CONTROL
 DY2437  ___________________________________________________________________
 DY2437* NAD 83(1986)-  33 59 02.     (N)    118 21 30.     (W)     SCALED    
 DY2437* NAVD 88     -        61.11   (+/-2cm)     200.5    (feet)  VERTCON   
 DY2437  ___________________________________________________________________
 DY2437  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY2437  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY2437
 DY2437.The horizontal coordinates were scaled from a topographic map and have
 DY2437.an estimated accuracy of +/- 6 seconds.
 DY2437
 DY2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2437.The vertical order pertains to the NGVD 29 superseded value.
 DY2437
 DY2437.The geoid height was determined by GEOID03.
 DY2437
 DY2437;                    North         East    Units  Estimated Accuracy
 DY2437;SPC CA 5     -   553,740.    1,966,890.      MT  (+/- 180 meters Scaled)
 DY2437
 DY2437                          SUPERSEDED SURVEY CONTROL
 DY2437
 DY2437  NGVD 29 (??/??/92)   60.351  (m)          198.00   (f) ADJ UNCH    1 2
 DY2437
 DY2437.Superseded values are not recommended for survey control.
 DY2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2437.See file dsdata.txt to determine how the superseded data were derived.
 DY2437
 DY2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745612(NAD 83)
 DY2437_MARKER: Z = SEE DESCRIPTION
 DY2437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2437_SP_SET: CATCH BASIN
 DY2437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2437
 DY2437  HISTORY     - Date     Condition        Report By
 DY2437  HISTORY     - UNK      MONUMENTED       CA1980
 DY2437  HISTORY     - 1964     GOOD             NGS
 DY2437
 DY2437                          STATION DESCRIPTION
 DY2437
 DY2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY2437'AT LOS ANGELES.
 DY2437'AT LOS ANGELES, AT THE NORTHEAST CORNER OF THE INTERSECTION
 DY2437'OF LA BREA AVENUE AND 62ND STREET, IN THE TOP OF THE SOUTHEAST
 DY2437'CORNER OF A CATCH BASIN, 23.6 FEET EAST OF THE EXTENDED CURB
 DY2437'OF THE AVENUE, 8 1/2 FEET EAST OF POWER POLE 838396E, ALONG
 DY2437'THE NORTH CURB OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1506 ***********************************************************************
 EW1506  DESIGNATION -  163.608 C OF LA
 EW1506  PID         -  EW1506
 EW1506  STATE/COUNTY-  CA/LOS ANGELES
 EW1506  USGS QUAD   -  HOLLYWOOD (1994)
 EW1506
 EW1506                         *CURRENT SURVEY CONTROL
 EW1506  ___________________________________________________________________
 EW1506* NAD 83(1986)-  34 03 45.     (N)    118 21 33.     (W)     SCALED    
 EW1506* NAVD 88     -        50.59   (+/-2cm)     166.0    (feet)  VERTCON   
 EW1506  ___________________________________________________________________
 EW1506  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1506  VERT ORDER  -  THIRD (See Below)
 EW1506
 EW1506.The horizontal coordinates were scaled from a topographic map and have
 EW1506.an estimated accuracy of +/- 6 seconds.
 EW1506
 EW1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1506.The vertical order pertains to the NGVD 29 superseded value.
 EW1506
 EW1506.The geoid height was determined by GEOID03.
 EW1506
 EW1506;                    North         East    Units  Estimated Accuracy
 EW1506;SPC CA 5     -   562,460.    1,966,840.      MT  (+/- 180 meters Scaled)
 EW1506
 EW1506                          SUPERSEDED SURVEY CONTROL
 EW1506
 EW1506  NGVD 29 (??/??/??)   49.82   (m)          163.5    (f) RESET       3  
 EW1506
 EW1506.Superseded values are not recommended for survey control.
 EW1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1506.See file dsdata.txt to determine how the superseded data were derived.
 EW1506
 EW1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745699(NAD 83)
 EW1506_MARKER: S = SPIKE
 EW1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1506_SP_SET: CATCH BASIN
 EW1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1506
 EW1506  HISTORY     - Date     Condition        Report By
 EW1506  HISTORY     - UNK      MONUMENTED       CA1980
 EW1506  HISTORY     - 1945     GOOD             NGS
 EW1506  HISTORY     - 1964     GOOD             NGS
 EW1506
 EW1506                          STATION DESCRIPTION
 EW1506
 EW1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1506'AT LOS ANGELES.
 EW1506'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1506'OGDEN DRIVE.  LOCATED IN THE EAST CURB OF OGDEN DRIVE, AND
 EW1506'29.2 FEET NORTH OF THE NORTH CURB OF WILSHIRE BOULEVARD (PROJECTED
 EW1506'CURBLINE).  SPIKE PROJECTS ABOUT 1/8 INCH AND IS IN THE NORTH
 EW1506'END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1506
 EW1506                          STATION RECOVERY (1964)
 EW1506
 EW1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1833 ***********************************************************************
 GU1833  DESIGNATION -  163.69 R USBR
 GU1833  PID         -  GU1833
 GU1833  STATE/COUNTY-  CA/FRESNO
 GU1833  USGS QUAD   -  LA CIMA (1978)
 GU1833
 GU1833                         *CURRENT SURVEY CONTROL
 GU1833  ___________________________________________________________________
 GU1833* NAD 83(1986)-  36 06 34.     (N)    120 03 56.     (W)     SCALED    
 GU1833* NAVD 88     -        99.08   (+/-2cm)     325.1    (feet)  VERTCON   
 GU1833  ___________________________________________________________________
 GU1833  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 GU1833  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1833
 GU1833.The horizontal coordinates were scaled from a topographic map and have
 GU1833.an estimated accuracy of +/- 6 seconds.
 GU1833
 GU1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1833.The vertical order pertains to the NGVD 29 superseded value.
 GU1833
 GU1833.The geoid height was determined by GEOID03.
 GU1833
 GU1833;                    North         East    Units  Estimated Accuracy
 GU1833;SPC CA 4     -   586,650.    1,904,060.      MT  (+/- 180 meters Scaled)
 GU1833
 GU1833                          SUPERSEDED SURVEY CONTROL
 GU1833
 GU1833  NGVD 29 (??/??/92)   98.201  (m)          322.18   (f) ADJ UNCH    1 1
 GU1833
 GU1833.Superseded values are not recommended for survey control.
 GU1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1833.See file dsdata.txt to determine how the superseded data were derived.
 GU1833
 GU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF641000(NAD 83)
 GU1833_MARKER: DD = SURVEY DISK
 GU1833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1833_SP_SET: GRATE DECK
 GU1833_STAMPING: 163.69 R
 GU1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1833
 GU1833  HISTORY     - Date     Condition        Report By
 GU1833  HISTORY     - UNK      MONUMENTED       BOR
 GU1833  HISTORY     - 1967     GOOD             NGS
 GU1833
 GU1833                          STATION DESCRIPTION
 GU1833
 GU1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1833'76.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU1833'76.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1833'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE WEST SIDE OF THE GRATE
 GU1833'DECK OF A TURNOUT STRUCTURE, 4.5 FEET WEST OF BENCH MARK K 1097,
 GU1833'15 1/2 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROQAD,
 GU1833'1.2 FEET EAST OF THE EAST FACE OF A RETAINING WALL SUPPORTING
 GU1833'A GUARDRAIL, AND ABOUT 2 FEET LOWER THAN THE ROAD.  NOTE-- THE
 GU1833'3 IS STAMPED BACKWARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1380 ***********************************************************************
 FU1380  DESIGNATION -  164 A DWR
 FU1380  PID         -  FU1380
 FU1380  STATE/COUNTY-  CA/KERN
 FU1380  USGS QUAD   -  BELRIDGE (1973)
 FU1380
 FU1380                         *CURRENT SURVEY CONTROL
 FU1380  ___________________________________________________________________
 FU1380* NAD 83(1986)-  35 27 22.     (N)    119 38 07.     (W)     SCALED    
 FU1380* NAVD 88     -        96.91   (+/-2cm)     317.9    (feet)  VERTCON   
 FU1380  ___________________________________________________________________
 FU1380  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 FU1380  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1380
 FU1380.The horizontal coordinates were scaled from a topographic map and have
 FU1380.an estimated accuracy of +/- 6 seconds.
 FU1380
 FU1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1380.The vertical order pertains to the NGVD 29 superseded value.
 FU1380
 FU1380.The geoid height was determined by GEOID03.
 FU1380
 FU1380;                    North         East    Units  Estimated Accuracy
 FU1380;SPC CA 5     -   718,200.    1,851,560.      MT  (+/- 180 meters Scaled)
 FU1380
 FU1380                          SUPERSEDED SURVEY CONTROL
 FU1380
 FU1380  NGVD 29 (??/??/92)   96.18   (m)          315.6    (f) COMPUTED    1 2
 FU1380
 FU1380.Superseded values are not recommended for survey control.
 FU1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1380.See file dsdata.txt to determine how the superseded data were derived.
 FU1380
 FU1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV608268(NAD 83)
 FU1380_MARKER: DD = SURVEY DISK
 FU1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1380_STAMPING: 164 A 1963
 FU1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1380+STABILITY: SURFACE MOTION
 FU1380
 FU1380  HISTORY     - Date     Condition        Report By
 FU1380  HISTORY     - 1963     MONUMENTED       CADWR
 FU1380  HISTORY     - 1964     GOOD             NGS
 FU1380  HISTORY     - 1966     GOOD             NGS
 FU1380
 FU1380                          STATION DESCRIPTION
 FU1380
 FU1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1380'14 MI SE FROM LOST HILLS.
 FU1380'8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU1380'STATE HIGHWAY 46 AT LOST HILLS, THENCE 3.0 MILES EAST ALONG
 FU1380'LERDO HIGHWAY, THENCE 3.0 MILES SOUTH ALONG A TRACK ROAD, 304
 FU1380'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A
 FU1380'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 FU1380'CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 FU1380
 FU1380                          STATION RECOVERY (1966)
 FU1380
 FU1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3405 ***********************************************************************
 EV3405  DESIGNATION -  164 FMK
 EV3405  PID         -  EV3405
 EV3405  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3405  USGS QUAD   -  CAJON (1996)
 EV3405
 EV3405                         *CURRENT SURVEY CONTROL
 EV3405  ___________________________________________________________________
 EV3405* NAD 83(1986)-  34 19 47.     (N)    117 27 39.     (W)     SCALED    
 EV3405* NAVD 88     -      1061.992  (meters)    3484.22   (feet)  READJUSTED
 EV3405  ___________________________________________________________________
 EV3405  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV3405  DYNAMIC HT  -        1060.670 (meters)    3479.88  (feet)  COMP
 EV3405  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 EV3405
 EV3405  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EV3405
 EV3405.The horizontal coordinates were scaled from a topographic map and have
 EV3405.an estimated accuracy of +/- 6 seconds.
 EV3405
 EV3405.The orthometric height was determined by differential leveling
 EV3405.and adjusted in February 1993.
 EV3405.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EV3405.mark was located on a no-check spur therefore a value was not computed.
 EV3405.The height was derived from older observations constrained to new
 EV3405.heights in a crustal motion area.  The height is approximate in
 EV3405.relation to other heights in its vicinity.
 EV3405.No vertical observational check was made to the station.
 EV3405
 EV3405.The geoid height was determined by GEOID03.
 EV3405
 EV3405.The dynamic height is computed by dividing the NAVD 88
 EV3405.geopotential number by the normal gravity value computed on the
 EV3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3405.degrees latitude (g = 980.6199 gals.).
 EV3405
 EV3405.The modeled gravity was interpolated from observed gravity values.
 EV3405
 EV3405;                    North         East    Units  Estimated Accuracy
 EV3405;SPC CA 5     -   592,170.    2,049,620.      MT  (+/- 180 meters Scaled)
 EV3405
 EV3405                          SUPERSEDED SURVEY CONTROL
 EV3405
 EV3405  NGVD 29 (??/??/92) 1061.151  (m)         3481.46   (f) ADJ UNCH    1 1
 EV3405
 EV3405.Superseded values are not recommended for survey control.
 EV3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3405.See file dsdata.txt to determine how the superseded data were derived.
 EV3405
 EV3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT576988(NAD 83)
 EV3405_MARKER: DS = TRIANGULATION STATION DISK
 EV3405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3405_SP_SET: TOWER FOUNDATION
 EV3405_STAMPING: 164 FMK 1974
 EV3405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3405
 EV3405  HISTORY     - Date     Condition        Report By
 EV3405  HISTORY     - 1974     MONUMENTED       USGS
 EV3405  HISTORY     - 1978     GOOD             NGS
 EV3405
 EV3405                          STATION DESCRIPTION
 EV3405
 EV3405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3405'2.7 MI NE FROM CAJON JUNCTION.
 EV3405'2.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EV3405'FROM THE HIGHWAY 138 CROSSING AT CAJON JUNCTION, 300 FT. WEST OF A
 EV3405'PRIVATE ROAD CROSSING, 2.7 MILES WEST OF SUMMIT, AT SEMAPHORE 583,
 EV3405'69 FT. NORTH OF THE NORTH RAIL, 94 FT. NORTHEAST OF THE SEMAPHORE,
 EV3405'36 FT. NORTHWEST OF A TELEGRAPH POLE, 15 FT. NORTH OF BENCH MARK
 EV3405'N 1290, SET IN TOP OF A CONCRETE FOUNDATION, 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0303 ***********************************************************************
 MW0303  DESIGNATION -  164 GWM
 MW0303  PID         -  MW0303
 MW0303  STATE/COUNTY-  CA/SISKIYOU
 MW0303  USGS QUAD   -  BORDER MOUNTAIN (1993)
 MW0303
 MW0303                         *CURRENT SURVEY CONTROL
 MW0303  ___________________________________________________________________
 MW0303* NAD 83(1986)-  41 26 46.     (N)    121 27 40.     (W)     SCALED    
 MW0303* NAVD 88     -      1408.124  (meters)    4619.82   (feet)  ADJUSTED  
 MW0303  ___________________________________________________________________
 MW0303  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 MW0303  DYNAMIC HT  -        1407.144 (meters)    4616.60  (feet)  COMP
 MW0303  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 MW0303
 MW0303  VERT ORDER  -  SECOND    CLASS 0
 MW0303
 MW0303.The horizontal coordinates were scaled from a topographic map and have
 MW0303.an estimated accuracy of +/- 6 seconds.
 MW0303
 MW0303.The orthometric height was determined by differential leveling
 MW0303.and adjusted in June 1991.
 MW0303
 MW0303.The geoid height was determined by GEOID03.
 MW0303
 MW0303.The dynamic height is computed by dividing the NAVD 88
 MW0303.geopotential number by the normal gravity value computed on the
 MW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0303.degrees latitude (g = 980.6199 gals.).
 MW0303
 MW0303.The modeled gravity was interpolated from observed gravity values.
 MW0303
 MW0303;                    North         East    Units  Estimated Accuracy
 MW0303;SPC CA 1     -   734,740.    2,045,030.      MT  (+/- 180 meters Scaled)
 MW0303
 MW0303                          SUPERSEDED SURVEY CONTROL
 MW0303
 MW0303  NGVD 29 (??/??/??) 1407.023  (m)         4616.21   (f) ADJUSTED    2 0
 MW0303
 MW0303.Superseded values are not recommended for survey control.
 MW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0303.See file dsdata.txt to determine how the superseded data were derived.
 MW0303
 MW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL285894(NAD 83)
 MW0303_MARKER: DB = BENCH MARK DISK
 MW0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0303_STAMPING: 4616 164 GWM 1949
 MW0303_MARK LOGO: USGS  
 MW0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0303+STABILITY: SURFACE MOTION
 MW0303
 MW0303  HISTORY     - Date     Condition        Report By
 MW0303  HISTORY     - 1949     MONUMENTED       USGS
 MW0303  HISTORY     - 1954     GOOD             CGS
 MW0303
 MW0303                          STATION DESCRIPTION
 MW0303
 MW0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0303'17 MI SE FROM MEDICINE LAKE.
 MW0303'17.0 MILES SOUTHEAST ALONG A GRADED ROAD FROM MEDICINE LAKE
 MW0303'GUARD STATION, AT THE Y JUNCTION OF A ROAD LEADING NORTH TO
 MW0303'ALTURAS, 47 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 16 FEET
 MW0303'EAST OF THE CENTER LINE OF THE ROAD LEADING TO ALTURAS, 1.8 FEET
 MW0303'SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 MW0303'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MW0303'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0627 ***********************************************************************
 JS0627  DESIGNATION -  164 M USGS
 JS0627  PID         -  JS0627
 JS0627  STATE/COUNTY-  CA/EL DORADO
 JS0627  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0627
 JS0627                         *CURRENT SURVEY CONTROL
 JS0627  ___________________________________________________________________
 JS0627* NAD 83(1986)-  38 46 48.     (N)    120 52 31.     (W)     SCALED    
 JS0627* NAVD 88     -       374.96   (+/-2cm)    1230.2    (feet)  VERTCON   
 JS0627  ___________________________________________________________________
 JS0627  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JS0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0627
 JS0627.The horizontal coordinates were scaled from a topographic map and have
 JS0627.an estimated accuracy of +/- 6 seconds.
 JS0627
 JS0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0627.The vertical order pertains to the NGVD 29 superseded value.
 JS0627
 JS0627.The geoid height was determined by GEOID03.
 JS0627
 JS0627;                    North         East    Units  Estimated Accuracy
 JS0627;SPC CA 2     -   624,190.    2,097,720.      MT  (+/- 180 meters Scaled)
 JS0627
 JS0627                          SUPERSEDED SURVEY CONTROL
 JS0627
 JS0627  NGVD 29 (??/??/92)  374.159  (m)         1227.55   (f) ADJ UNCH    2 0
 JS0627
 JS0627.Superseded values are not recommended for survey control.
 JS0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0627.See file dsdata.txt to determine how the superseded data were derived.
 JS0627
 JS0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH845945(NAD 83)
 JS0627_MARKER: DD = SURVEY DISK
 JS0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0627_STAMPING: 164 M 1933
 JS0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0627+STABILITY: SURFACE MOTION
 JS0627
 JS0627  HISTORY     - Date     Condition        Report By
 JS0627  HISTORY     - 1933     MONUMENTED       USGS
 JS0627  HISTORY     - 1935     GOOD             NGS
 JS0627  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0627
 JS0627                          STATION DESCRIPTION
 JS0627
 JS0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0627'2 MI SE FROM COLOMA.
 JS0627'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM COLOMA, EL
 JS0627'DORADO COUNTY, AT THE MOUTH OF A SMALL RAVINE, 28 FEET SOUTHEAST
 JS0627'OF THE CENTERLINE OF THE HIGHWAY, AND 12 FEET SOUTH OF THE SOUTH
 JS0627'END OF A 12-INCH PIPE CULVERT.  A UNITED STATES GEOLOGICAL SURVEY
 JS0627'STANDARD DISK, STAMPED 164 M 1933 AND SET IN THE TOP OF A CONCRETE
 JS0627'POST.
 JS0627
 JS0627                          STATION RECOVERY (2004)
 JS0627
 JS0627'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0766 ***********************************************************************
 DX0766  DESIGNATION -  164 T
 DX0766  PID         -  DX0766
 DX0766  STATE/COUNTY-  CA/RIVERSIDE
 DX0766  USGS QUAD   -  MYOMA (1979)
 DX0766
 DX0766                         *CURRENT SURVEY CONTROL
 DX0766  ___________________________________________________________________
 DX0766* NAD 83(1986)-  33 47 23.     (N)    116 21 42.     (W)     SCALED    
 DX0766* NAVD 88     -        51.11   (+/-2cm)     167.7    (feet)  VERTCON   
 DX0766  ___________________________________________________________________
 DX0766  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DX0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0766
 DX0766.The horizontal coordinates were scaled from a topographic map and have
 DX0766.an estimated accuracy of +/- 6 seconds.
 DX0766
 DX0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0766.The vertical order pertains to the NGVD 29 superseded value.
 DX0766
 DX0766.The geoid height was determined by GEOID03.
 DX0766
 DX0766;                    North         East    Units  Estimated Accuracy
 DX0766;SPC CA 6     -   680,010.    1,989,660.      MT  (+/- 180 meters Scaled)
 DX0766
 DX0766                          SUPERSEDED SURVEY CONTROL
 DX0766
 DX0766  NGVD 29 (??/??/??)   50.424  (m)          165.43   (f) ADJUSTED    1 2
 DX0766
 DX0766.Superseded values are not recommended for survey control.
 DX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0766.See file dsdata.txt to determine how the superseded data were derived.
 DX0766
 DX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT590390(NAD 83)
 DX0766_MARKER: P = PIPE CAP
 DX0766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0766_STAMPING: 165.432 T
 DX0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0766
 DX0766  HISTORY     - Date     Condition        Report By
 DX0766  HISTORY     - UNK      MONUMENTED       USGS
 DX0766  HISTORY     - 1935     GOOD             NGS
 DX0766
 DX0766                          STATION DESCRIPTION
 DX0766
 DX0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX0766'AT DRY CAMP.
 DX0766'AT DRY CAMP, RIVERSIDE COUNTY, ON THE SOUTHERN PACIFIC CO.
 DX0766'RAILROAD, AT THE NORTHWEST END OF THE SIDING, 42 FEET WEST OF
 DX0766'SEMAPHORE 6014, AND 45 FEET SOUTHWEST OF THE TRACK.  A UNITED
 DX0766'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 165.432 T AND
 DX0766'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT
 DX0766'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1500 ***********************************************************************
 EW1500  DESIGNATION -  164.278 C OF LA
 EW1500  PID         -  EW1500
 EW1500  STATE/COUNTY-  CA/LOS ANGELES
 EW1500  USGS QUAD   -  HOLLYWOOD (1994)
 EW1500
 EW1500                         *CURRENT SURVEY CONTROL
 EW1500  ___________________________________________________________________
 EW1500* NAD 83(1986)-  34 03 45.     (N)    118 21 40.     (W)     SCALED    
 EW1500* NAVD 88     -        50.84   (+/-2cm)     166.8    (feet)  VERTCON   
 EW1500  ___________________________________________________________________
 EW1500  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1500  VERT ORDER  -  THIRD (See Below)
 EW1500
 EW1500.The horizontal coordinates were scaled from a topographic map and have
 EW1500.an estimated accuracy of +/- 6 seconds.
 EW1500
 EW1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1500.The vertical order pertains to the NGVD 29 superseded value.
 EW1500
 EW1500.The geoid height was determined by GEOID03.
 EW1500
 EW1500;                    North         East    Units  Estimated Accuracy
 EW1500;SPC CA 5     -   562,460.    1,966,660.      MT  (+/- 180 meters Scaled)
 EW1500
 EW1500                          SUPERSEDED SURVEY CONTROL
 EW1500
 EW1500  NGVD 29 (??/??/??)   50.07   (m)          164.3    (f) RESET       3  
 EW1500
 EW1500.Superseded values are not recommended for survey control.
 EW1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1500.See file dsdata.txt to determine how the superseded data were derived.
 EW1500
 EW1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743699(NAD 83)
 EW1500_MARKER: S = SPIKE
 EW1500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1500_SP_SET: CATCH BASIN
 EW1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1500
 EW1500  HISTORY     - Date     Condition        Report By
 EW1500  HISTORY     - UNK      MONUMENTED       CA1980
 EW1500  HISTORY     - 1945     GOOD             NGS
 EW1500  HISTORY     - 1964     GOOD             NGS
 EW1500
 EW1500                          STATION DESCRIPTION
 EW1500
 EW1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1500'AT LOS ANGELES.
 EW1500'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1500'FAIRFAX AVENUE.  LOCATED IN THE WEST CURB OF FAIRFAX AVENUE,
 EW1500'AND 26.1 FEET NORTH OF NORTH CURBLINE OF WILSHIRE BOULEVARD.
 EW1500'SPIKE PROJECTS ABOUT 1/16 INCH ABOVE CURB LEVEL AND IS IN THE
 EW1500'SOUTH END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1500
 EW1500                          STATION RECOVERY (1964)
 EW1500
 EW1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5311 ***********************************************************************
 HS5311  DESIGNATION -  164.37=280
 HS5311  PID         -  HS5311
 HS5311  STATE/COUNTY-  CA/SANTA CRUZ
 HS5311  USGS QUAD   -  LAUREL (1994)
 HS5311
 HS5311                         *CURRENT SURVEY CONTROL
 HS5311  ___________________________________________________________________
 HS5311* NAD 83(1986)-  37 01 25.     (N)    121 59 23.     (W)     SCALED    
 HS5311* NAVD 88     -        51.117  (meters)     167.71   (feet)  ADJUSTED  
 HS5311  ___________________________________________________________________
 HS5311  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HS5311  DYNAMIC HT  -          51.080 (meters)     167.59  (feet)  COMP
 HS5311  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 HS5311
 HS5311  VERT ORDER  -  FIRST     CLASS II
 HS5311
 HS5311.The horizontal coordinates were scaled from a topographic map and have
 HS5311.an estimated accuracy of +/- 6 seconds.
 HS5311
 HS5311.The orthometric height was determined by differential leveling
 HS5311.and adjusted in February 1993.
 HS5311
 HS5311.The geoid height was determined by GEOID03.
 HS5311
 HS5311.The dynamic height is computed by dividing the NAVD 88
 HS5311.geopotential number by the normal gravity value computed on the
 HS5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5311.degrees latitude (g = 980.6199 gals.).
 HS5311
 HS5311.The modeled gravity was interpolated from observed gravity values.
 HS5311
 HS5311;                    North         East    Units  Estimated Accuracy
 HS5311;SPC CA 3     -   559,170.    1,867,440.      MT  (+/- 180 meters Scaled)
 HS5311
 HS5311                          SUPERSEDED SURVEY CONTROL
 HS5311
 HS5311  NGVD 29 (10/21/93)   50.279  (m)          164.96   (f) ADJUSTED    1 2
 HS5311
 HS5311.Superseded values are not recommended for survey control.
 HS5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5311.See file dsdata.txt to determine how the superseded data were derived.
 HS5311
 HS5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF898979(NAD 83)
 HS5311_MARKER: DD = SURVEY DISK
 HS5311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HS5311_SP_SET: GUARD RAIL
 HS5311_STAMPING: BM 164.37
 HS5311_MARK LOGO: CA-087
 HS5311_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5311+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5311
 HS5311  HISTORY     - Date     Condition        Report By
 HS5311  HISTORY     - UNK      MONUMENTED       CA-087
 HS5311  HISTORY     - 19900423 GOOD             NGS
 HS5311
 HS5311                          STATION DESCRIPTION
 HS5311
 HS5311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5311'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5311'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5311'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY
 HS5311'ALONG MOUNTAIN VIEW ROAD, THENCE 3.8 KM (2.4 MI) SOUTHERLY ALONG
 HS5311'BRANCIF0RTE DRIVE, 0.1 M (0.3 FT) WEST OF THE EAST END OF THE SOUTH
 HS5311'GUARD RAIL OF A BRIDGE SPANNING BRANCIFORTE CREEK, 22.4 M (73.5 FT)
 HS5311'WEST OF THE CENTERLINE OF THE DRIVE, 2.5 M (8.2 FT) SOUTH OF THE
 HS5311'CENTERLINE OF A ROAD LEADING TO THE HAPPY VALLEY SCHOOL, AND 0.2 M
 HS5311'(0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1830 ***********************************************************************
 GU1830  DESIGNATION -  164.40 L
 GU1830  PID         -  GU1830
 GU1830  STATE/COUNTY-  CA/KINGS
 GU1830  USGS QUAD   -  LA CIMA (1978)
 GU1830
 GU1830                         *CURRENT SURVEY CONTROL
 GU1830  ___________________________________________________________________
 GU1830* NAD 83(1986)-  36 05 59.     (N)    120 03 35.     (W)     SCALED    
 GU1830* NAVD 88     -       101.50   (+/-2cm)     333.0    (feet)  VERTCON   
 GU1830  ___________________________________________________________________
 GU1830  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GU1830  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1830
 GU1830.The horizontal coordinates were scaled from a topographic map and have
 GU1830.an estimated accuracy of +/- 6 seconds.
 GU1830
 GU1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1830.The vertical order pertains to the NGVD 29 superseded value.
 GU1830
 GU1830.The geoid height was determined by GEOID03.
 GU1830
 GU1830;                    North         East    Units  Estimated Accuracy
 GU1830;SPC CA 4     -   585,570.    1,904,580.      MT  (+/- 180 meters Scaled)
 GU1830
 GU1830                          SUPERSEDED SURVEY CONTROL
 GU1830
 GU1830  NGVD 29 (??/??/92)  100.617  (m)          330.11   (f) ADJ UNCH    1 1
 GU1830
 GU1830.Superseded values are not recommended for survey control.
 GU1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1830.See file dsdata.txt to determine how the superseded data were derived.
 GU1830
 GU1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE647990(NAD 83)
 GU1830_MARKER: DD = SURVEY DISK
 GU1830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1830_SP_SET: WINGWALL
 GU1830_STAMPING: 164.40 L
 GU1830_MARK LOGO: BOR   
 GU1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1830+STABILITY: SURFACE MOTION
 GU1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1830+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1830
 GU1830  HISTORY     - Date     Condition        Report By
 GU1830  HISTORY     - UNK      MONUMENTED       BOR
 GU1830  HISTORY     - 1967     GOOD             NGS
 GU1830  HISTORY     - 1971     GOOD             NGS
 GU1830  HISTORY     - 19890214 GOOD             NGS
 GU1830
 GU1830                          STATION DESCRIPTION
 GU1830
 GU1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1830'8 MI NW FROM KETTLEMAN CITY.
 GU1830'8.05 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1830'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, AT THE AVENAL CUTOFF
 GU1830'ROAD BRIDGE, IN THE TOP AND 1.4 FEET SOUTHWEST OF THE NORTHEAST
 GU1830'END OF THE NORTH CONCRETE WING WALL OF THE BRIDGE, 15 FEET
 GU1830'NORTHWEST OF THE CENTER LINE OF AVENAL CUTOFF ROAD, 18 FEET
 GU1830'SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND
 GU1830'ABOUT LEVEL WITH THE ROADS.
 GU1830
 GU1830                          STATION RECOVERY (1971)
 GU1830
 GU1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1830'RECOVERED IN GOOD CONDITION.
 GU1830
 GU1830                          STATION RECOVERY (1989)
 GU1830
 GU1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1831 ***********************************************************************
 GU1831  DESIGNATION -  164.40 R
 GU1831  PID         -  GU1831
 GU1831  STATE/COUNTY-  CA/KINGS
 GU1831  USGS QUAD   -  LA CIMA (1978)
 GU1831
 GU1831                         *CURRENT SURVEY CONTROL
 GU1831  ___________________________________________________________________
 GU1831* NAD 83(1986)-  36 05 59.     (N)    120 03 34.     (W)     SCALED    
 GU1831* NAVD 88     -       101.465  (meters)     332.89   (feet)  ADJUSTED  
 GU1831  ___________________________________________________________________
 GU1831  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GU1831  DYNAMIC HT  -         101.374 (meters)     332.59  (feet)  COMP
 GU1831  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 GU1831
 GU1831  VERT ORDER  -  FIRST     CLASS I
 GU1831
 GU1831.The horizontal coordinates were scaled from a topographic map and have
 GU1831.an estimated accuracy of +/- 6 seconds.
 GU1831
 GU1831.The orthometric height was determined by differential leveling
 GU1831.and adjusted in August 1995.
 GU1831
 GU1831.The geoid height was determined by GEOID03.
 GU1831
 GU1831.The dynamic height is computed by dividing the NAVD 88
 GU1831.geopotential number by the normal gravity value computed on the
 GU1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1831.degrees latitude (g = 980.6199 gals.).
 GU1831
 GU1831.The modeled gravity was interpolated from observed gravity values.
 GU1831
 GU1831;                    North         East    Units  Estimated Accuracy
 GU1831;SPC CA 4     -   585,570.    1,904,600.      MT  (+/- 180 meters Scaled)
 GU1831
 GU1831                          SUPERSEDED SURVEY CONTROL
 GU1831
 GU1831  NAVD 88 (06/15/91)  101.461  (m)          332.88   (f) UNKNOWN     1 1
 GU1831  NGVD 29 (??/??/92)  100.597  (m)          330.04   (f) ADJ UNCH    1 1
 GU1831
 GU1831.Superseded values are not recommended for survey control.
 GU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1831.See file dsdata.txt to determine how the superseded data were derived.
 GU1831
 GU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE647990(NAD 83)
 GU1831_MARKER: DD = SURVEY DISK
 GU1831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1831_SP_SET: WINGWALL
 GU1831_STAMPING: 164.40 R
 GU1831_MARK LOGO: BOR   
 GU1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1831+STABILITY: SURFACE MOTION
 GU1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1831+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1831
 GU1831  HISTORY     - Date     Condition        Report By
 GU1831  HISTORY     - UNK      MONUMENTED       BOR
 GU1831  HISTORY     - 1967     GOOD             NGS
 GU1831  HISTORY     - 1971     GOOD             NGS
 GU1831  HISTORY     - 19890214 GOOD             NGS
 GU1831
 GU1831                          STATION DESCRIPTION
 GU1831
 GU1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1831'8 MI NW FROM KETTLEMAN CITY.
 GU1831'8.05 MILES NORTHWEST ALONG HE CALIFORNIA AQUEDUCT FROM THE
 GU1831'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, AT AVENAL CUTOFF ROAD
 GU1831'BRIDGE, IN THE TOP AND 1.4 FEET NORTHEAST OF THE SOUTHWEST
 GU1831'END OF THE SOUTH CONCRETE WING WALL OF THE BRIDGE, 16 FEET
 GU1831'SOUTHEAST OF THE CENTER LINE OF AVENAL CUTOFF ROAD, 21 FEET
 GU1831'NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND
 GU1831'ABOUT LEVEL WITH THE ROAD.
 GU1831
 GU1831                          STATION RECOVERY (1971)
 GU1831
 GU1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1831'RECOVERED IN GOOD CONDITION.
 GU1831
 GU1831                          STATION RECOVERY (1989)
 GU1831
 GU1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1828 ***********************************************************************
 GU1828  DESIGNATION -  164.68 L
 GU1828  PID         -  GU1828
 GU1828  STATE/COUNTY-  CA/KINGS
 GU1828  USGS QUAD   -  LA CIMA (1978)
 GU1828
 GU1828                         *CURRENT SURVEY CONTROL
 GU1828  ___________________________________________________________________
 GU1828* NAD 83(1986)-  36 05 44.     (N)    120 03 30.     (W)     SCALED    
 GU1828* NAVD 88     -        98.75   (+/-2cm)     324.0    (feet)  VERTCON   
 GU1828  ___________________________________________________________________
 GU1828  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GU1828  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1828
 GU1828.The horizontal coordinates were scaled from a topographic map and have
 GU1828.an estimated accuracy of +/- 6 seconds.
 GU1828
 GU1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1828.The vertical order pertains to the NGVD 29 superseded value.
 GU1828
 GU1828.The geoid height was determined by GEOID03.
 GU1828
 GU1828;                    North         East    Units  Estimated Accuracy
 GU1828;SPC CA 4     -   585,100.    1,904,700.      MT  (+/- 180 meters Scaled)
 GU1828
 GU1828                          SUPERSEDED SURVEY CONTROL
 GU1828
 GU1828  NGVD 29 (??/??/92)   97.861  (m)          321.07   (f) ADJ UNCH    1 1
 GU1828
 GU1828.Superseded values are not recommended for survey control.
 GU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1828.See file dsdata.txt to determine how the superseded data were derived.
 GU1828
 GU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE648985(NAD 83)
 GU1828_MARKER: DD = SURVEY DISK
 GU1828_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1828_SP_SET: FOUNDATION
 GU1828_STAMPING: 164.68 L
 GU1828_MARK LOGO: BOR   
 GU1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1828+STABILITY: SURFACE MOTION
 GU1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1828+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1828
 GU1828  HISTORY     - Date     Condition        Report By
 GU1828  HISTORY     - UNK      MONUMENTED       BOR
 GU1828  HISTORY     - 1967     GOOD             NGS
 GU1828  HISTORY     - 1971     GOOD             NGS
 GU1828  HISTORY     - 19890214 GOOD             NGS
 GU1828
 GU1828                          STATION DESCRIPTION
 GU1828
 GU1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1828'7.8 MI NW FROM KETTLEMAN CITY.
 GU1828'7.75 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1828'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, AT CHECK STRUCTURE
 GU1828'NO. 7, 139 FEET NORTH OF BENCH MARK 164.69 L (USBR), IN THE
 GU1828'TOP AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE
 GU1828'CONCRETE FOUNDATION OF A RECORDER STATION, 21 FEET WEST OF THE
 GU1828'CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT 1 1/2 FEET LOWER
 GU1828'THAN THE ROAD.
 GU1828
 GU1828                          STATION RECOVERY (1971)
 GU1828
 GU1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1828'RECOVERED IN GOOD CONDITION.
 GU1828
 GU1828                          STATION RECOVERY (1989)
 GU1828
 GU1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1829 ***********************************************************************
 GU1829  DESIGNATION -  164.69 L
 GU1829  PID         -  GU1829
 GU1829  STATE/COUNTY-  CA/KINGS
 GU1829  USGS QUAD   -  LA CIMA (1978)
 GU1829
 GU1829                         *CURRENT SURVEY CONTROL
 GU1829  ___________________________________________________________________
 GU1829* NAD 83(1986)-  36 05 44.     (N)    120 03 31.     (W)     SCALED    
 GU1829* NAVD 88     -       100.987  (meters)     331.32   (feet)  ADJUSTED  
 GU1829  ___________________________________________________________________
 GU1829  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GU1829  DYNAMIC HT  -         100.896 (meters)     331.02  (feet)  COMP
 GU1829  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 GU1829
 GU1829  VERT ORDER  -  FIRST     CLASS I
 GU1829
 GU1829.The horizontal coordinates were scaled from a topographic map and have
 GU1829.an estimated accuracy of +/- 6 seconds.
 GU1829
 GU1829.The orthometric height was determined by differential leveling
 GU1829.and adjusted in June 1991.
 GU1829
 GU1829.The geoid height was determined by GEOID03.
 GU1829
 GU1829.The dynamic height is computed by dividing the NAVD 88
 GU1829.geopotential number by the normal gravity value computed on the
 GU1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1829.degrees latitude (g = 980.6199 gals.).
 GU1829
 GU1829.The modeled gravity was interpolated from observed gravity values.
 GU1829
 GU1829;                    North         East    Units  Estimated Accuracy
 GU1829;SPC CA 4     -   585,100.    1,904,670.      MT  (+/- 180 meters Scaled)
 GU1829
 GU1829                          SUPERSEDED SURVEY CONTROL
 GU1829
 GU1829  NGVD 29 (??/??/92)  100.090  (m)          328.38   (f) ADJ UNCH    1 1
 GU1829
 GU1829.Superseded values are not recommended for survey control.
 GU1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1829.See file dsdata.txt to determine how the superseded data were derived.
 GU1829
 GU1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE648985(NAD 83)
 GU1829_MARKER: DD = SURVEY DISK
 GU1829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1829_SP_SET: ABUTMENT
 GU1829_STAMPING: 164.69 L
 GU1829_MARK LOGO: BOR   
 GU1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1829+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1829
 GU1829  HISTORY     - Date     Condition        Report By
 GU1829  HISTORY     - UNK      MONUMENTED       BOR
 GU1829  HISTORY     - 1969     GOOD             NGS
 GU1829  HISTORY     - 1971     GOOD             NGS
 GU1829  HISTORY     - 19890214 GOOD             NGS
 GU1829
 GU1829                          STATION DESCRIPTION
 GU1829
 GU1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU1829'7.8 MI NW FROM KETTLEMAN CITY.
 GU1829'7.75 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1829'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 2.0
 GU1829'FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 GU1829'OF CHECK STRUCTURE NO. 7, 66 FEET WEST OF THE CENTER LINE OF THE
 GU1829'LEVEE ROAD, 9 FEET NORTH OF THE CENTER OF THE GATE HOIST WINCH
 GU1829'DECK, 0.8 FOOT SOUTHWEST OF A STEEL GUARDRAIL POST, AND ABOUT
 GU1829'LEVEL WITH THE DECK.
 GU1829
 GU1829                          STATION RECOVERY (1971)
 GU1829
 GU1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1829'RECOVERED IN GOOD CONDITION.
 GU1829
 GU1829                          STATION RECOVERY (1989)
 GU1829
 GU1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1827 ***********************************************************************
 GU1827  DESIGNATION -  164.69 R
 GU1827  PID         -  GU1827
 GU1827  STATE/COUNTY-  CA/KINGS
 GU1827  USGS QUAD   -  LA CIMA (1978)
 GU1827
 GU1827                         *CURRENT SURVEY CONTROL
 GU1827  ___________________________________________________________________
 GU1827* NAD 83(1986)-  36 05 44.     (N)    120 03 30.     (W)     SCALED    
 GU1827* NAVD 88     -       100.981  (meters)     331.30   (feet)  ADJUSTED  
 GU1827  ___________________________________________________________________
 GU1827  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GU1827  DYNAMIC HT  -         100.891 (meters)     331.01  (feet)  COMP
 GU1827  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 GU1827
 GU1827  VERT ORDER  -  FIRST     CLASS I
 GU1827
 GU1827.The horizontal coordinates were scaled from a topographic map and have
 GU1827.an estimated accuracy of +/- 6 seconds.
 GU1827
 GU1827.The orthometric height was determined by differential leveling
 GU1827.and adjusted in June 1991.
 GU1827
 GU1827.The geoid height was determined by GEOID03.
 GU1827
 GU1827.The dynamic height is computed by dividing the NAVD 88
 GU1827.geopotential number by the normal gravity value computed on the
 GU1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1827.degrees latitude (g = 980.6199 gals.).
 GU1827
 GU1827.The modeled gravity was interpolated from observed gravity values.
 GU1827
 GU1827;                    North         East    Units  Estimated Accuracy
 GU1827;SPC CA 4     -   585,100.    1,904,700.      MT  (+/- 180 meters Scaled)
 GU1827
 GU1827                          SUPERSEDED SURVEY CONTROL
 GU1827
 GU1827  NGVD 29 (??/??/92)  100.086  (m)          328.37   (f) ADJ UNCH    1 1
 GU1827
 GU1827.Superseded values are not recommended for survey control.
 GU1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1827.See file dsdata.txt to determine how the superseded data were derived.
 GU1827
 GU1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE648985(NAD 83)
 GU1827_MARKER: DD = SURVEY DISK
 GU1827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1827_SP_SET: ABUTMENT
 GU1827_STAMPING: 164.69 R
 GU1827_MARK LOGO: BOR   
 GU1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1827+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1827
 GU1827  HISTORY     - Date     Condition        Report By
 GU1827  HISTORY     - UNK      MONUMENTED       BOR
 GU1827  HISTORY     - 1967     GOOD             NGS
 GU1827  HISTORY     - 1971     GOOD             NGS
 GU1827  HISTORY     - 19890214 GOOD             NGS
 GU1827
 GU1827                          STATION DESCRIPTION
 GU1827
 GU1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1827'7.8 MI NW FROM KETTLEMAN CITY.
 GU1827'7.75 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1827'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.8
 GU1827'FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 GU1827'CHECK STRUCTURE NO. 7, 70 FEET EAST OF THE CENTER LINE OF THE
 GU1827'WEST LEVEE ROAD, 9 FEET NORTH OF THE CENTER OF THE GATE HOIST
 GU1827'WINCH DECK, 0.8 FOOT SOUTHEAST OF A GUARDRAIL POST, AND ABOUT
 GU1827'LEVEL WITH THE DECK.
 GU1827
 GU1827                          STATION RECOVERY (1971)
 GU1827
 GU1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1827'RECOVERED IN GOOD CONDITION.
 GU1827
 GU1827                          STATION RECOVERY (1989)
 GU1827
 GU1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0945 ***********************************************************************
 JS0945  DESIGNATION -  1641
 JS0945  PID         -  JS0945
 JS0945  STATE/COUNTY-  CA/PLACER
 JS0945  USGS QUAD   -  AUBURN (1981)
 JS0945
 JS0945                         *CURRENT SURVEY CONTROL
 JS0945  ___________________________________________________________________
 JS0945* NAD 83(1986)-  38 57 09.     (N)    121 04 22.     (W)     SCALED    
 JS0945* NAVD 88     -       500.988  (meters)    1643.66   (feet)  ADJUSTED  
 JS0945  ___________________________________________________________________
 JS0945  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JS0945  DYNAMIC HT  -         500.647 (meters)    1642.54  (feet)  COMP
 JS0945  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 JS0945
 JS0945  VERT ORDER  -  FIRST     CLASS II
 JS0945
 JS0945.The horizontal coordinates were scaled from a topographic map and have
 JS0945.an estimated accuracy of +/- 6 seconds.
 JS0945
 JS0945.The orthometric height was determined by differential leveling
 JS0945.and adjusted in June 1991.
 JS0945
 JS0945.The geoid height was determined by GEOID03.
 JS0945
 JS0945.The dynamic height is computed by dividing the NAVD 88
 JS0945.geopotential number by the normal gravity value computed on the
 JS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0945.degrees latitude (g = 980.6199 gals.).
 JS0945
 JS0945.The modeled gravity was interpolated from observed gravity values.
 JS0945
 JS0945;                    North         East    Units  Estimated Accuracy
 JS0945;SPC CA 2     -   643,140.    2,080,370.      MT  (+/- 180 meters Scaled)
 JS0945
 JS0945                          SUPERSEDED SURVEY CONTROL
 JS0945
 JS0945  NGVD 29 (??/??/??)  500.31   (m)         1641.4    (f) RESET       3  
 JS0945
 JS0945.Superseded values are not recommended for survey control.
 JS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0945.See file dsdata.txt to determine how the superseded data were derived.
 JS0945
 JS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ670132(NAD 83)
 JS0945_MARKER: X = CHISELED CROSS
 JS0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0945_SP_SET: STEP
 JS0945_MARK LOGO: USGS  
 JS0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0945
 JS0945  HISTORY     - Date     Condition        Report By
 JS0945  HISTORY     - UNK      MONUMENTED       USGS
 JS0945  HISTORY     - 1947     GOOD             CGS
 JS0945
 JS0945                          STATION DESCRIPTION
 JS0945
 JS0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JS0945'4.5 MI N FROM AUBURN.
 JS0945'ABOUT 3.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS0945'FROM THE STATION AT AUBURN, THENCE 1.4 MILES NORTHWEST ALONG AN
 JS0945'ASPHALT ROAD LEADING TO THE AUBURN AIRPORT, THENCE 0.1 MILE
 JS0945'EAST ALONG A ROCK ROAD TO THE AUBURN WEATHER STATION, AT
 JS0945'THE MAIN ENTRANCE TO THE AUBURN WEATHER STATION, ON TOP AND AT
 JS0945'THE SOUTH END OF THE BOTTOM CONCRETE STEP, 0.2 FOOT NORTH OF THE
 JS0945'SOUTH END OF THE STEP AND 0.5 FOOT WEST OF A PAINTED SIGN
 JS0945'U.S.B.M. 1640.995.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0477 ***********************************************************************
 DC0477  DESIGNATION -  1647.7 USGS
 DC0477  PID         -  DC0477
 DC0477  STATE/COUNTY-  CA/SAN DIEGO
 DC0477  USGS QUAD   -  ALPINE (1988)
 DC0477
 DC0477                         *CURRENT SURVEY CONTROL
 DC0477  ___________________________________________________________________
 DC0477* NAD 83(1986)-  32 50 17.     (N)    116 46 53.     (W)     SCALED    
 DC0477* NAVD 88     -       502.81   (+/-2cm)    1649.6    (feet)  VERTCON   
 DC0477  ___________________________________________________________________
 DC0477  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DC0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0477
 DC0477.The horizontal coordinates were scaled from a topographic map and have
 DC0477.an estimated accuracy of +/- 6 seconds.
 DC0477
 DC0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0477.The vertical order pertains to the NGVD 29 superseded value.
 DC0477
 DC0477.The geoid height was determined by GEOID03.
 DC0477
 DC0477;                    North         East    Units  Estimated Accuracy
 DC0477;SPC CA 6     -   574,590.    1,950,250.      MT  (+/- 180 meters Scaled)
 DC0477
 DC0477                          SUPERSEDED SURVEY CONTROL
 DC0477
 DC0477  NGVD 29 (??/??/??)  502.150  (m)         1647.47   (f) ADJUSTED    2 0
 DC0477
 DC0477.Superseded values are not recommended for survey control.
 DC0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0477.See file dsdata.txt to determine how the superseded data were derived.
 DC0477
 DC0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS204333(NAD 83)
 DC0477_MARKER: Q = CHISELED SQUARE
 DC0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0477_SP_SET: CULVERT
 DC0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0477
 DC0477  HISTORY     - Date     Condition        Report By
 DC0477  HISTORY     - UNK      MONUMENTED       USGS
 DC0477  HISTORY     - 1944     GOOD             NGS
 DC0477
 DC0477                          STATION DESCRIPTION
 DC0477
 DC0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0477'0.9 MI W FROM ALPINE.
 DC0477'ALONG U.S. HIGHWAY NO. 80, 0.9 MILE WEST OF THE POST OFFICE AT
 DC0477'ALPINE, 120.0 FEET WEST OF THE EAST END OF CUT ON THE NORTH
 DC0477'SIDE OF ROAD AND THE JUNCTION OF OLD ABANDONED ROAD LEADING
 DC0477'NORTHEAST, 21.0 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY,
 DC0477'6.5 FEET WEST OF THE CULVERT WARNING POST WITH GEOLOGICAL
 DC0477'SURVEY TAG, STAMPED 1647.7, IN THE CENTER OF THE TOP OF WINGWALL
 DC0477'FOR CONCRETE HEADWALL OF 18-INCH GALVANIZED PIPE CULVERT NO.
 DC0477'C677 + 25, 1.5 FEET NORTH OF THE WEST END OF THE HEADWALL,
 DC0477'A 1-INCH BY 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3883 ***********************************************************************
 HS3883  DESIGNATION -  165 A CO
 HS3883  PID         -  HS3883
 HS3883  STATE/COUNTY-  CA/ALAMEDA
 HS3883  USGS QUAD   -  ALTAMONT (1981)
 HS3883
 HS3883                         *CURRENT SURVEY CONTROL
 HS3883  ___________________________________________________________________
 HS3883* NAD 83(1986)-  37 37 52.     (N)    121 42 27.     (W)     SCALED    
 HS3883* NAVD 88     -       227.54   (+/-2cm)     746.5    (feet)  VERTCON   
 HS3883  ___________________________________________________________________
 HS3883  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HS3883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3883
 HS3883.The horizontal coordinates were scaled from a topographic map and have
 HS3883.an estimated accuracy of +/- 6 seconds.
 HS3883
 HS3883.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3883.The vertical order pertains to the NGVD 29 superseded value.
 HS3883
 HS3883.The geoid height was determined by GEOID03.
 HS3883
 HS3883;                    North         East    Units  Estimated Accuracy
 HS3883;SPC CA 3     -   626,220.    1,893,420.      MT  (+/- 180 meters Scaled)
 HS3883
 HS3883                          SUPERSEDED SURVEY CONTROL
 HS3883
 HS3883  NGVD 29 (??/??/92)  226.71   (m)          743.8    (f) COMPUTED    2 0
 HS3883
 HS3883.Superseded values are not recommended for survey control.
 HS3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3883.See file dsdata.txt to determine how the superseded data were derived.
 HS3883
 HS3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG140656(NAD 83)
 HS3883_MARKER: DD = SURVEY DISK
 HS3883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3883_SP_SET: CULVERT
 HS3883_STAMPING: 165 165 16
 HS3883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3883
 HS3883  HISTORY     - Date     Condition        Report By
 HS3883  HISTORY     - UNK      MONUMENTED       CA-001
 HS3883  HISTORY     - 1961     GOOD             NGS
 HS3883
 HS3883                          STATION DESCRIPTION
 HS3883
 HS3883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3883'5.2 MI SE FROM LIVERMORE.
 HS3883'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3883'LIVERMORE, THENCE 2.85 MILES SOUTHEAST ALONG MINES ROAD, ON
 HS3883'THE OUTSIDE OF A CURVE, IN TOP OF THE CENTER OF THE NORTHEAST
 HS3883'CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT 2.86, 22 FEET NORTHEAST
 HS3883'OF THE CENTER LINE OF THE ROAD, 51 FEET NORTHWEST OF THE CENTER
 HS3883'LINE OF A DRIVEWAY NORTHEAST, 3.5 FEET SOUTHWEST OF THE SOUTHWEST
 HS3883'SIDE OF A ROCK WALL, 2.0 FEET SOUTHEAST OF THE NORTHWEST END OF
 HS3883'THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0629 ***********************************************************************
 JS0629  DESIGNATION -  165 M USGS
 JS0629  PID         -  JS0629
 JS0629  STATE/COUNTY-  CA/EL DORADO
 JS0629  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0629
 JS0629                         *CURRENT SURVEY CONTROL
 JS0629  ___________________________________________________________________
 JS0629* NAD 83(1986)-  38 45 50.     (N)    120 51 19.     (W)     SCALED    
 JS0629* NAVD 88     -       555.10   (+/-2cm)    1821.2    (feet)  VERTCON   
 JS0629  ___________________________________________________________________
 JS0629  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 JS0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0629
 JS0629.The horizontal coordinates were scaled from a topographic map and have
 JS0629.an estimated accuracy of +/- 6 seconds.
 JS0629
 JS0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0629.The vertical order pertains to the NGVD 29 superseded value.
 JS0629
 JS0629.The geoid height was determined by GEOID03.
 JS0629
 JS0629;                    North         East    Units  Estimated Accuracy
 JS0629;SPC CA 2     -   622,420.    2,099,480.      MT  (+/- 180 meters Scaled)
 JS0629
 JS0629                          SUPERSEDED SURVEY CONTROL
 JS0629
 JS0629  NGVD 29 (??/??/92)  554.280  (m)         1818.50   (f) ADJ UNCH    2 0
 JS0629
 JS0629.Superseded values are not recommended for survey control.
 JS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0629.See file dsdata.txt to determine how the superseded data were derived.
 JS0629
 JS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH863927(NAD 83)
 JS0629_MARKER: DD = SURVEY DISK
 JS0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0629_STAMPING: 165 M 1933
 JS0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0629+STABILITY: SURFACE MOTION
 JS0629
 JS0629  HISTORY     - Date     Condition        Report By
 JS0629  HISTORY     - 1933     MONUMENTED       USGS
 JS0629  HISTORY     - 1935     GOOD             NGS
 JS0629  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0629
 JS0629                          STATION DESCRIPTION
 JS0629
 JS0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0629'3.9 MI SE FROM COLOMA.
 JS0629'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM COLOMA, EL DORADO
 JS0629'COUNTY, 81 FEET EAST OF THE CENTER OF THE Y AT THE JUNCTION OF THE
 JS0629'ROAD LEADING TO GOLD HILL, 51 FEET EAST OF THE NORTH END OF A
 JS0629'12-INCH CULVERT, AND 29 FEET NORTHEAST OF THE CENTERLINE OF THE
 JS0629'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JS0629'165 M 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JS0629
 JS0629                          STATION RECOVERY (2004)
 JS0629
 JS0629'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1603 ***********************************************************************
 DC1603  DESIGNATION -  165 PLUS 55 POT 1964
 DC1603  PID         -  DC1603
 DC1603  STATE/COUNTY-  CA/SAN DIEGO
 DC1603  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1603
 DC1603                         *CURRENT SURVEY CONTROL
 DC1603  ___________________________________________________________________
 DC1603* NAD 83(1992)-  32 33 47.72497(N)    117 04 13.33395(W)     ADJUSTED  
 DC1603* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 DC1603  ___________________________________________________________________
 DC1603  EPOCH DATE  -        1991.35
 DC1603  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 DC1603  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DC1603  HORZ ORDER  -  SECOND
 DC1603
 DC1603.The horizontal coordinates were established by classical geodetic methods
 DC1603.and adjusted by the National Geodetic Survey in June 1996.
 DC1603.The horizontal coordinates are valid at the epoch date displayed above.
 DC1603.The epoch date for horizontal control is a decimal equivalence
 DC1603.of Year/Month/Day.
 DC1603
 DC1603.The orthometric height was scaled from a topographic map.
 DC1603
 DC1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1603
 DC1603.The geoid height was determined by GEOID03.
 DC1603
 DC1603;                    North         East     Units Scale Factor Converg.
 DC1603;SPC CA 6     -   544,286.575 1,922,955.660   MT  1.00004391   -0 27 02.9
 DC1603;SPC CA 6     - 1,785,713.54  6,308,897.03   sFT  1.00004391   -0 27 02.9
 DC1603;UTM  11      - 3,602,873.442   493,394.080   MT  0.99960054   -0 02 16.4
 DC1603
 DC1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1603!SPC CA 6     -   1.00000367  x   1.00004391  =   1.00004758
 DC1603!UTM  11      -   1.00000367  x   0.99960054  =   0.99960421
 DC1603
 DC1603                          SUPERSEDED SURVEY CONTROL
 DC1603
 DC1603  NAD 83(1986)-  32 33 47.72123(N)    117 04 13.33100(W) AD(1984.00) 2
 DC1603  NAD 27      -  32 33 47.52045(N)    117 04 10.23669(W) AD(       ) 2
 DC1603
 DC1603.Superseded values are not recommended for survey control.
 DC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1603.See file dsdata.txt to determine how the superseded data were derived.
 DC1603
 DC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS9339402873(NAD 83)
 DC1603_MARKER: Z = SEE DESCRIPTION
 DC1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DC1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1603+STABILITY: SURFACE MOTION
 DC1603
 DC1603  HISTORY     - Date     Condition        Report By
 DC1603  HISTORY     - 1964     MONUMENTED       CADH
 DC1603
 DC1603                          STATION DESCRIPTION
 DC1603
 DC1603'DESCRIBED BY CA DIV OF HIGHWAYS 1964
 DC1603'THE REFERENCE MONUMENT
 DC1603'IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 DC1603'THE GROUND.  IT HAS NO STAMPING OTHER THAN A PUNCH MARK IN
 DC1603'THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1363 ***********************************************************************
 DX1363  DESIGNATION -  165 SB
 DX1363  PID         -  DX1363
 DX1363  STATE/COUNTY-  CA/SAN DIEGO
 DX1363  USGS QUAD   -  SAN ONOFRE BLUFF (1975)
 DX1363
 DX1363                         *CURRENT SURVEY CONTROL
 DX1363  ___________________________________________________________________
 DX1363* NAD 83(1986)-  33 20 16.     (N)    117 30 21.     (W)     SCALED    
 DX1363* NAVD 88     -        51.132  (meters)     167.76   (feet)  READJUSTED
 DX1363  ___________________________________________________________________
 DX1363  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DX1363  DYNAMIC HT  -          51.080 (meters)     167.59  (feet)  COMP
 DX1363  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DX1363
 DX1363  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1363
 DX1363.The horizontal coordinates were scaled from a topographic map and have
 DX1363.an estimated accuracy of +/- 6 seconds.
 DX1363
 DX1363.The orthometric height was determined by differential leveling
 DX1363.and adjusted in February 1993.
 DX1363.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1363.distribution rate of 0.0 thru 1.0 mm/km.
 DX1363.The height was derived from older observations constrained to new
 DX1363.heights in a crustal motion area.  The height is approximate in
 DX1363.relation to other heights in its vicinity.
 DX1363
 DX1363.The geoid height was determined by GEOID03.
 DX1363
 DX1363.The dynamic height is computed by dividing the NAVD 88
 DX1363.geopotential number by the normal gravity value computed on the
 DX1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1363.degrees latitude (g = 980.6199 gals.).
 DX1363
 DX1363.The modeled gravity was interpolated from observed gravity values.
 DX1363
 DX1363;                    North         East    Units  Estimated Accuracy
 DX1363;SPC CA 6     -   630,580.    1,883,100.      MT  (+/- 180 meters Scaled)
 DX1363
 DX1363                          SUPERSEDED SURVEY CONTROL
 DX1363
 DX1363  NGVD 29 (??/??/92)   50.445  (m)          165.50   (f) ADJ UNCH    1 1
 DX1363
 DX1363.Superseded values are not recommended for survey control.
 DX1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1363.See file dsdata.txt to determine how the superseded data were derived.
 DX1363
 DX1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS529888(NAD 83)
 DX1363_MARKER: P = PIPE CAP
 DX1363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1363_STAMPING: 165 S B
 DX1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1363
 DX1363  HISTORY     - Date     Condition        Report By
 DX1363  HISTORY     - UNK      MONUMENTED       USGS
 DX1363  HISTORY     - 1955     GOOD             NGS
 DX1363  HISTORY     - 1964     GOOD             CA-073
 DX1363  HISTORY     - 1978     GOOD             NGS
 DX1363  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX1363
 DX1363                          STATION DESCRIPTION
 DX1363
 DX1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1363'5.1 MI SE FROM SAN ONOFRE.
 DX1363'5.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1363'RAILWAY FROM THE SIGN BOARD AND SECTION HOUSE AT SAN ONOFRE,
 DX1363'0.2 MILE NORTHWEST OF MILEPOST 214, AT AGRA SIDING, 8 1/2
 DX1363'RAILS SOUTHEAST OF SIGNAL CONTROL BOXES AND A SMALL CONCRETE
 DX1363'BUILDING FOR PHONE 151, 44.5 FEET NORTHEAST OF THE NORTHEAST
 DX1363'RAIL OF THE MAIN TRACK, 2.5 FEET SOUTH OF A POST SUPPORTING
 DX1363'A U.S. MARINE CORPS RESERVATION SIGN, 1.8 FEET NORTHEAST OF A
 DX1363'RED AND WHITE PAINTED STEEL POST, ABOUT LEVEL WITH THE TRACK,
 DX1363'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE
 DX1363'AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
 DX1363
 DX1363                          STATION RECOVERY (1964)
 DX1363
 DX1363'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1964
 DX1363'RECOVERED IN GOOD CONDITION.
 DX1363
 DX1363                          STATION RECOVERY (1978)
 DX1363
 DX1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1363'RECOVERED IN GOOD CONDITION.
 DX1363
 DX1363                          STATION RECOVERY (1988)
 DX1363
 DX1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1363'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3608 ***********************************************************************
 HS3608  DESIGNATION -  165 USGS
 HS3608  PID         -  HS3608
 HS3608  STATE/COUNTY-  CA/CONTRA COSTA
 HS3608  USGS QUAD   -  BYRON HOT SPRINGS (1968)
 HS3608
 HS3608                         *CURRENT SURVEY CONTROL
 HS3608  ___________________________________________________________________
 HS3608* NAD 83(1986)-  37 51 48.     (N)    121 40 41.     (W)     SCALED    
 HS3608* NAVD 88     -        50.87   (+/-2cm)     166.9    (feet)  VERTCON   
 HS3608  ___________________________________________________________________
 HS3608  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HS3608  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3608
 HS3608.The horizontal coordinates were scaled from a topographic map and have
 HS3608.an estimated accuracy of +/- 6 seconds.
 HS3608
 HS3608.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3608.The vertical order pertains to the NGVD 29 superseded value.
 HS3608
 HS3608.The geoid height was determined by GEOID03.
 HS3608
 HS3608;                    North         East    Units  Estimated Accuracy
 HS3608;SPC CA 3     -   651,960.    1,896,350.      MT  (+/- 180 meters Scaled)
 HS3608
 HS3608                          SUPERSEDED SURVEY CONTROL
 HS3608
 HS3608  NGVD 29 (??/??/??)   50.121  (m)          164.44   (f) ADJUSTED    1 1
 HS3608
 HS3608.Superseded values are not recommended for survey control.
 HS3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3608.See file dsdata.txt to determine how the superseded data were derived.
 HS3608
 HS3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG162914(NAD 83)
 HS3608_MARKER: P = PIPE CAP
 HS3608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3608_STAMPING: 165 CAL 1910 22
 HS3608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3608
 HS3608  HISTORY     - Date     Condition        Report By
 HS3608  HISTORY     - 1910     MONUMENTED       USGS
 HS3608  HISTORY     - 1958     GOOD             NGS
 HS3608  HISTORY     - 1966     GOOD             NGS
 HS3608
 HS3608                          STATION DESCRIPTION
 HS3608
 HS3608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS3608'2.2 MI W FROM BYRON.
 HS3608'2.2 MILES WEST ALONG CAMINO DIABLO FROM THE CROSSING OF THE
 HS3608'SOUTHERN PACIFIC COMPANY RAILROAD AT BYRON, IN R3E T1S S7, AT
 HS3608'THE T JUNCTION OF FENCES, 28 1/2 FEET NORTH OF THE CENTER LINE
 HS3608'OF CAMINO DIABLO, 107 FEET EAST OF THE CENTER OF THE Y JUNCTION
 HS3608'OF A GRAVELED ROAD LEADING SOUTHWEST, 3 FEET WEST OF A FENCE
 HS3608'CORNER POST, 0.4 FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A
 HS3608'WITNESS POST, ABOUT 2 FEET HIGHER THAN CAMINO DIABLO, AND
 HS3608'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT
 HS3608'ABOVE THE GROUND.
 HS3608
 HS3608                          STATION RECOVERY (1966)
 HS3608
 HS3608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1825 ***********************************************************************
 GU1825  DESIGNATION -  165.03 L
 GU1825  PID         -  GU1825
 GU1825  STATE/COUNTY-  CA/KINGS
 GU1825  USGS QUAD   -  LA CIMA (1978)
 GU1825
 GU1825                         *CURRENT SURVEY CONTROL
 GU1825  ___________________________________________________________________
 GU1825* NAD 83(1986)-  36 05 29.     (N)    120 03 19.     (W)     SCALED    
 GU1825* NAVD 88     -        97.89   (+/-2cm)     321.2    (feet)  VERTCON   
 GU1825  ___________________________________________________________________
 GU1825  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 GU1825  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1825
 GU1825.The horizontal coordinates were scaled from a topographic map and have
 GU1825.an estimated accuracy of +/- 6 seconds.
 GU1825
 GU1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1825.The vertical order pertains to the NGVD 29 superseded value.
 GU1825
 GU1825.The geoid height was determined by GEOID03.
 GU1825
 GU1825;                    North         East    Units  Estimated Accuracy
 GU1825;SPC CA 4     -   584,640.    1,904,970.      MT  (+/- 180 meters Scaled)
 GU1825
 GU1825                          SUPERSEDED SURVEY CONTROL
 GU1825
 GU1825  NGVD 29 (??/??/92)   97.001  (m)          318.24   (f) ADJ UNCH    1 1
 GU1825
 GU1825.Superseded values are not recommended for survey control.
 GU1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1825.See file dsdata.txt to determine how the superseded data were derived.
 GU1825
 GU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE651981(NAD 83)
 GU1825_MARKER: DD = SURVEY DISK
 GU1825_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU1825_SP_SET: FOUNDATION
 GU1825_STAMPING: 165.03 L
 GU1825_MARK LOGO: BOR   
 GU1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1825+STABILITY: SURFACE MOTION
 GU1825
 GU1825  HISTORY     - Date     Condition        Report By
 GU1825  HISTORY     - UNK      MONUMENTED       BOR
 GU1825  HISTORY     - 1967     GOOD             NGS
 GU1825  HISTORY     - 1971     GOOD             NGS
 GU1825  HISTORY     - 19890214 GOOD             NGS
 GU1825
 GU1825                          STATION DESCRIPTION
 GU1825
 GU1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1825'7.4 MI NW FROM KETTLEMAN CITY.
 GU1825'7.4 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1825'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, 0.1 MILE SOUTHEAST OF
 GU1825'BENCH MARK L 1097, AT CHECK STRUCTURE NO. 7, IN THE TOP AND
 GU1825'0.5 FOOT SOUTH OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 GU1825'OF A RECORDER STATION, 20 FEET SOUTHWEST OF THE CENTER LINE OF
 GU1825'THE NORTHEAST LEVEE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 GU1825
 GU1825                          STATION RECOVERY (1971)
 GU1825
 GU1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1825'RECOVERED IN GOOD CONDITION.
 GU1825
 GU1825                          STATION RECOVERY (1989)
 GU1825
 GU1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0043 ***********************************************************************
 KT0043  DESIGNATION -  165.30 CAHD
 KT0043  PID         -  KT0043
 KT0043  STATE/COUNTY-  CA/GLENN
 KT0043  USGS QUAD   -  WILLOWS (1969)
 KT0043
 KT0043                         *CURRENT SURVEY CONTROL
 KT0043  ___________________________________________________________________
 KT0043* NAD 83(1986)-  39 37 26.     (N)    122 11 37.     (W)     SCALED    
 KT0043* NAVD 88     -        51.38   (+/-2cm)     168.6    (feet)  VERTCON   
 KT0043  ___________________________________________________________________
 KT0043  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 KT0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0043
 KT0043.The horizontal coordinates were scaled from a topographic map and have
 KT0043.an estimated accuracy of +/- 6 seconds.
 KT0043
 KT0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0043.The vertical order pertains to the NGVD 29 superseded value.
 KT0043
 KT0043.The geoid height was determined by GEOID03.
 KT0043
 KT0043;                    North         East    Units  Estimated Accuracy
 KT0043;SPC CA 2     -   717,290.    1,983,380.      MT  (+/- 180 meters Scaled)
 KT0043
 KT0043                          SUPERSEDED SURVEY CONTROL
 KT0043
 KT0043  NGVD 29 (??/??/92)   50.64   (m)          166.1    (f) COMPUTED    2 0
 KT0043
 KT0043.Superseded values are not recommended for survey control.
 KT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0043.See file dsdata.txt to determine how the superseded data were derived.
 KT0043
 KT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ692863(NAD 83)
 KT0043_MARKER: S = SPIKE
 KT0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0043_SP_SET: POLE
 KT0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0043
 KT0043  HISTORY     - Date     Condition        Report By
 KT0043  HISTORY     - UNK      MONUMENTED       CGS
 KT0043  HISTORY     - 1949     MARK NOT FOUND   NGS
 KT0043
 KT0043                          STATION DESCRIPTION
 KT0043
 KT0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0043'AT ARTOIS.
 KT0043'AT ARTOIS, GLENN COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 KT0043'NEAR THE NORTH CITY LIMITS, 283 YARDS SOUTH OF BENCH MARK U 199,
 KT0043'AT THE JUNCTION OF THE MAIN TRACK AND A SIDE TRACK LEADING
 KT0043'SOUTHEAST, 84 FEET SOUTHWEST OF THE FROG POINT, 47 FEET WEST OF
 KT0043'THE CENTERLINE OF THE TRACK, 42 FEET EAST OF THE CENTERLINE OF
 KT0043'U.S. HIGHWAY 99 W, AND IN THE WEST SIDE OF A POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0926 ***********************************************************************
 LU0926  DESIGNATION -  1651 USGS
 LU0926  PID         -  LU0926
 LU0926  STATE/COUNTY-  CA/TRINITY
 LU0926  USGS QUAD   -  HELENA (1982)
 LU0926
 LU0926                         *CURRENT SURVEY CONTROL
 LU0926  ___________________________________________________________________
 LU0926* NAD 83(1986)-  40 45 14.     (N)    123 09 56.     (W)     SCALED    
 LU0926* NAVD 88     -       504.02   (+/-2cm)    1653.6    (feet)  VERTCON   
 LU0926  ___________________________________________________________________
 LU0926  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 LU0926  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0926
 LU0926.The horizontal coordinates were scaled from a topographic map and have
 LU0926.an estimated accuracy of +/- 6 seconds.
 LU0926
 LU0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0926.The vertical order pertains to the NGVD 29 superseded value.
 LU0926
 LU0926.The geoid height was determined by GEOID03.
 LU0926
 LU0926;                    North         East    Units  Estimated Accuracy
 LU0926;SPC CA 1     -   658,390.    1,901,590.      MT  (+/- 180 meters Scaled)
 LU0926
 LU0926                          SUPERSEDED SURVEY CONTROL
 LU0926
 LU0926  NGVD 29 (??/??/92)  503.126  (m)         1650.67   (f) ADJ UNCH    1 2
 LU0926
 LU0926.Superseded values are not recommended for survey control.
 LU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0926.See file dsdata.txt to determine how the superseded data were derived.
 LU0926
 LU0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL860114(NAD 83)
 LU0926_MARKER: DD = SURVEY DISK
 LU0926_SETTING: 80 = SET IN A BOULDER
 LU0926_SP_SET: BOULDER
 LU0926_STAMPING: 1650.266 B 1905
 LU0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0926+STABILITY: SURFACE MOTION
 LU0926
 LU0926  HISTORY     - Date     Condition        Report By
 LU0926  HISTORY     - 1905     MONUMENTED       USGS
 LU0926  HISTORY     - 1935     GOOD             NGS
 LU0926  HISTORY     - 1976     MARK NOT FOUND   USGS
 LU0926
 LU0926                          STATION DESCRIPTION
 LU0926
 LU0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0926'3.4 MI SW FROM HELENA.
 LU0926'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0926'AT HELENA, TRINITY COUNTY, AT CUTTHROAT GULCH, 0.2 MILE UP THE
 LU0926'GULCH FROM THE HIGHWAY, ON THE EAST SIDE OF A BROOK, ON THE SOUTH
 LU0926'SIDE OF A TRAIL, AND IN THE TOP OF A LARGE BOULDER.  A UNITED
 LU0926'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1650.266 B 1905.
 LU0926
 LU0926                          STATION RECOVERY (1976)
 LU0926
 LU0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LU0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1246 ***********************************************************************
 FU1246  DESIGNATION -  166 DWR
 FU1246  PID         -  FU1246
 FU1246  STATE/COUNTY-  CA/KERN
 FU1246  USGS QUAD   -  BELRIDGE (1973)
 FU1246
 FU1246                         *CURRENT SURVEY CONTROL
 FU1246  ___________________________________________________________________
 FU1246* NAD 83(1986)-  35 25 34.     (N)    119 37 39.     (W)     SCALED    
 FU1246* NAVD 88     -       110.52   (+/-2cm)     362.6    (feet)  VERTCON   
 FU1246  ___________________________________________________________________
 FU1246  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 FU1246  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1246
 FU1246.The horizontal coordinates were scaled from a topographic map and have
 FU1246.an estimated accuracy of +/- 6 seconds.
 FU1246
 FU1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1246.The vertical order pertains to the NGVD 29 superseded value.
 FU1246
 FU1246.The geoid height was determined by GEOID03.
 FU1246
 FU1246;                    North         East    Units  Estimated Accuracy
 FU1246;SPC CA 5     -   714,860.    1,852,210.      MT  (+/- 180 meters Scaled)
 FU1246
 FU1246                          SUPERSEDED SURVEY CONTROL
 FU1246
 FU1246  NGVD 29 (??/??/92)  109.77   (m)          360.1    (f) COMPUTED    1 1
 FU1246
 FU1246.Superseded values are not recommended for survey control.
 FU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1246.See file dsdata.txt to determine how the superseded data were derived.
 FU1246
 FU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV614234(NAD 83)
 FU1246_MARKER: DD = SURVEY DISK
 FU1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1246_STAMPING: BM 166 1959
 FU1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1246+STABILITY: SURFACE MOTION
 FU1246
 FU1246  HISTORY     - Date     Condition        Report By
 FU1246  HISTORY     - 1959     MONUMENTED       CADWR
 FU1246  HISTORY     - 1964     GOOD             NGS
 FU1246  HISTORY     - 1966     GOOD             NGS
 FU1246
 FU1246                          STATION DESCRIPTION
 FU1246
 FU1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1246'10.9 MI NW FROM BUTTONWILLOW.
 FU1246'3.7 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC
 FU1246'STATION AT BUTTONWILLOW, THENCE 3.1 MILES WEST ALONG LOKERN
 FU1246'ROAD, THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 2.2
 FU1246'MILES WEST ALONG DELFERN ROAD, THENCE 0.9 MILE NORTH ALONG A
 FU1246'TRACK ROAD, 0.45 MILE NORTH OF THE CROSSING OF A
 FU1246'NORTHWEST-SOUTHEAST PIPE LINE ROAD, 10 FEET EAST OF THE CENTER
 FU1246'LINE OF THE ROAD, 103 FEET EAST OF THE CENTER LINE OF ANOTHER
 FU1246'ROAD, 30 FEET WEST OF A 3-INCH IRON PIPE WHICH PROJECTS 3 1/2
 FU1246'FEET, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU1246'ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 FU1246'FOOT.
 FU1246
 FU1246                          STATION RECOVERY (1966)
 FU1246
 FU1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0188 ***********************************************************************
 KT0188  DESIGNATION -  166 USRS
 KT0188  PID         -  KT0188
 KT0188  STATE/COUNTY-  CA/GLENN
 KT0188  USGS QUAD   -  KIRKWOOD (1969)
 KT0188
 KT0188                         *CURRENT SURVEY CONTROL
 KT0188  ___________________________________________________________________
 KT0188* NAD 83(1986)-  39 45 16.     (N)    122 11 48.     (W)     SCALED    
 KT0188* NAVD 88     -        80.09   (+/-2cm)     262.8    (feet)  VERTCON   
 KT0188  ___________________________________________________________________
 KT0188  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 KT0188  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0188
 KT0188.The horizontal coordinates were scaled from a topographic map and have
 KT0188.an estimated accuracy of +/- 6 seconds.
 KT0188
 KT0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0188.The vertical order pertains to the NGVD 29 superseded value.
 KT0188
 KT0188.The geoid height was determined by GEOID03.
 KT0188
 KT0188;                    North         East    Units  Estimated Accuracy
 KT0188;SPC CA 2     -   731,780.    1,983,150.      MT  (+/- 180 meters Scaled)
 KT0188
 KT0188                          SUPERSEDED SURVEY CONTROL
 KT0188
 KT0188  NGVD 29 (??/??/92)   79.336  (m)          260.29   (f) ADJ UNCH    1 2
 KT0188
 KT0188.Superseded values are not recommended for survey control.
 KT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0188.See file dsdata.txt to determine how the superseded data were derived.
 KT0188
 KT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK688008(NAD 83)
 KT0188_MARKER: DB = BENCH MARK DISK
 KT0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0188_SP_SET: CANAL
 KT0188_STAMPING: 166
 KT0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0188
 KT0188  HISTORY     - Date     Condition        Report By
 KT0188  HISTORY     - UNK      MONUMENTED       BOR
 KT0188  HISTORY     - 1949     GOOD             NGS
 KT0188
 KT0188                          STATION DESCRIPTION
 KT0188
 KT0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0188'0.6 MI N FROM ORLAND.
 KT0188'0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KT0188'STATION AT ORLAND, AT THE U.S. IRRIGATION ARCH, 74 FEET NORTHWEST
 KT0188'OF THE SECOND POLE NORTH OF MILE POST NO. 166, 56 FEET EAST
 KT0188'OF THE CENTER LINE OF U.S. HIGHWAY 99W, 25 FEET WEST OF THE
 KT0188'CENTER LINE OF THE TRACKS, AND SET IN THE CENTER OF THE EAST
 KT0188'CONCRETE HEADWALL OF AN IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1747 ***********************************************************************
 FV1747  DESIGNATION -  1660=VINEYARD
 FV1747  PID         -  FV1747
 FV1747  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1747  USGS QUAD   -  SAN MIGUEL (1979)
 FV1747
 FV1747                         *CURRENT SURVEY CONTROL
 FV1747  ___________________________________________________________________
 FV1747* NAD 83(1992)-  35 47 06.47044(N)    120 40 26.48745(W)     ADJUSTED  
 FV1747* NAVD 88     -       499.7    (meters)    1639.     (feet)  VERTCON   
 FV1747  ___________________________________________________________________
 FV1747  EPOCH DATE  -        1991.35
 FV1747  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FV1747  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 FV1747  HORZ ORDER  -  FIRST
 FV1747
 FV1747.The horizontal coordinates were established by classical geodetic methods
 FV1747.and adjusted by the National Geodetic Survey in June 1996.
 FV1747.The horizontal coordinates are valid at the epoch date displayed above.
 FV1747.The epoch date for horizontal control is a decimal equivalence
 FV1747.of Year/Month/Day.
 FV1747
 FV1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV1747
 FV1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1747
 FV1747.The geoid height was determined by GEOID03.
 FV1747
 FV1747;                    North         East     Units Scale Factor Converg.
 FV1747;SPC CA 5     -   756,712.047 1,758,255.756   MT  1.00008496   -1 31 27.2
 FV1747;SPC CA 5     - 2,482,646.11  5,768,544.09   sFT  1.00008496   -1 31 27.2
 FV1747;SPC CA 4     -   551,452.113 1,848,655.883   MT  1.00004756   -0 59 55.3
 FV1747;SPC CA 4     - 1,809,222.47  6,065,131.84   sFT  1.00004756   -0 59 55.3
 FV1747;UTM  10      - 3,962,612.675   710,220.269   MT  1.00014459   +1 21 38.2
 FV1747
 FV1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1747!SPC CA 5     -   0.99992691  x   1.00008496  =   1.00001186
 FV1747!SPC CA 4     -   0.99992691  x   1.00004756  =   0.99997446
 FV1747!UTM  10      -   0.99992691  x   1.00014459  =   1.00007149
 FV1747
 FV1747|---------------------------------------------------------------------|
 FV1747| PID    Reference Object                     Distance      Geod. Az  |
 FV1747|                                                           dddmmss.s |
 FV1747| DA7878 VINEYARD RM 1                         8.184 METERS 15018     |
 FV1747| FV1760 CRESTON STANDARD OIL CO STACK       APPROX.30.8 KM 1631414.0 |
 FV1747| DA7877 VINEYARD AZ MK                                     1742129.9 |
 FV1747| FV1790 PASO ROBLES RAD STA KPRL MAST       APPROX.15.3 KM 1870918.0 |
 FV1747| FV1746 VINEYARD                             38.025 METERS 24918     |
 FV1747|---------------------------------------------------------------------|
 FV1747
 FV1747                          SUPERSEDED SURVEY CONTROL
 FV1747
 FV1747  NAD 83(1992)-  35 47 06.47042(N)    120 40 26.48826(W) AD(1991.35) 1
 FV1747  NAD 83(1986)-  35 47 06.46288(N)    120 40 26.48196(W) AD(1984.00) 1
 FV1747  NAD 27      -  35 47 06.58400(N)    120 40 22.86500(W) AD(       ) 1
 FV1747  NGVD 29 (07/19/86)  498.7    (m)         1636.     (f) VERT ANG    3  
 FV1747
 FV1747.Superseded values are not recommended for survey control.
 FV1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1747.See file dsdata.txt to determine how the superseded data were derived.
 FV1747
 FV1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1022062613(NAD 83)
 FV1747_MARKER: Z = SEE DESCRIPTION
 FV1747_SETTING: 0 = UNSPECIFIED SETTING
 FV1747
 FV1747  HISTORY     - Date     Condition        Report By
 FV1747  HISTORY     - 1944     MONUMENTED       CGS
 FV1747  HISTORY     - 1961     SEE DESCRIPTION  AMS
 FV1747  HISTORY     - 1965     SEE DESCRIPTION  CGS
 FV1747  HISTORY     - 1970     SEE DESCRIPTION  NGS
 FV1747  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FV1747  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FV1747
 FV1747                          STATION DESCRIPTION
 FV1747
 FV1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS)
 FV1747'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL
 FV1747'ABOUT 3 MILES NNE OF SAN MIGUEL, 3 MILES E OF CAMP ROBERTS,
 FV1747'9 MILES SE OF BRADLEY, AND E OF THE SALINAS RIVER.  STATION
 FV1747'ELEVATION IS APPROXIMATELY 1,660 FEET.
 FV1747'
 FV1747'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 FV1747'SET IN A BOULDER ABOUT 6 INCHES IN DIAMETER AND FLUSH WITH
 FV1747'THE SURFACE OF THE GROUND.  IT IS ON THE HIGHEST POINT OF
 FV1747'HILL AND ABOUT 12 METERS SW OF THE CENTER OF A WIRE GATE IN
 FV1747'AN E-W FENCELINE.  IT IS STAMPED VA AND WITH THE ELEVATION
 FV1747'OF 1660 FEET.  NO UNDERGROUND OR WITNESS MARK WAS SET.
 FV1747'
 FV1747'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE
 FV1747'TOP OF A 2-1/2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES
 FV1747'ABOVE THE GROUND.  IT IS ABOUT 6 INCHES LOWER THAN THE STATION
 FV1747'MARK AND 18 METERS S OF THE E-W FENCELINE.  IT IS STAMPED
 FV1747'VINEYARD NO 1 1944.
 FV1747'
 FV1747'REFERENCE MARK 2 IS A CORPS OF ENGINEERS, U.S. ARMY, DISK
 FV1747'SET IN A BLOCK OF CONCRETE ABOUT 10 INCHES SQUARE AND PROJECTING
 FV1747'ABOUT 2 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION
 FV1747'MARK AND IS STAMPED 1939.
 FV1747'
 FV1747'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROUND MASS
 FV1747'OF CONCRETE ABOUT 12 INCHES IN DIAMETER AND FLUSH WITH THE
 FV1747'SURFACE OF THE GROUND.  IT IS ON THE HIGHEST POINT OF THE
 FV1747'LAST HIGH POINT OF THE RIDGE LEADING S FROM THE STATION AND
 FV1747'IS MARKED BY A 2-FOOT CAIRN 1 FOOT S.  IT IS STAMPED VINEYARD
 FV1747'1944.  TO REACH FROM STATION GO S ON TRACKS TAKEN ENROUTE TO
 FV1747'STATION FOR 1.0 MILE TO HIGH POINT OF RIDGE AND MARK.
 FV1747'
 FV1747'TO REACH STATION FROM SAN MIGUEL, GO N FROM THE RAILROAD
 FV1747'STATION ON U.S. HIGHWAY 101 FOR 0.1 MILE, TURN RIGHT ACROSS
 FV1747'TRACKS AND GO 0.7 MILE, CROSSING SALINAS RIVER, TO THREE
 FV1747'FORKS.  TAKE THE MIDDLE FORK, GO 0.65 MILE.  TURN LEFT OFF
 FV1747'SURFACED ROAD, PASS THROUGH GATE AND GO 0.4 MILE TO POINT
 FV1747'JUST BEFORE CROSSING WASH.  HERE TURN LEFT THROUGH WIRE
 FV1747'GATE, CROSS SMALL DRAW, AND GO STRAIGHT AHEAD UP POINT OF
 FV1747'RIDGE.  THENCE BEAR TO RIGHT ABOVE LEFT SIDE OF MAIN WASH
 FV1747'FOR ABOUT 0.15 MILE TO FORKED OAK WITH TRIANGULAR BLAZE AND
 FV1747'ARROW.  TURN LEFT ON DIM TRACKS UP POINT OF RIDGE AND FOLLOW
 FV1747'THIS RIDGE FOR 1.8 MILES TO STATION.  A VEHICLE HAVING A
 FV1747'COMPOUND GEAR IS NECESSARY IN ORDER TO DRIVE TO THE
 FV1747'STATION.
 FV1747
 FV1747                          STATION RECOVERY (1961)
 FV1747
 FV1747'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 (HGK)
 FV1747'RECOVERED AS DESCRIBED.
 FV1747'
 FV1747'VIEW FROM TRIPOD HEIGHT CLEAR IN ALL DIRECTIONS.
 FV1747
 FV1747                          STATION RECOVERY (1965)
 FV1747
 FV1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 FV1747'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN GOOD
 FV1747'CONDITION AS DESCRIBED BY ORIGINAL DESCRIPTION.
 FV1747
 FV1747                          STATION RECOVERY (1970)
 FV1747
 FV1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (KWS)
 FV1747'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW TO REACH
 FV1747'DESCRIPTION FOLLOWS--
 FV1747'
 FV1747'TO REACH STATION FROM SAN MIGUEL, GO EAST FROM THE CORNER
 FV1747'OF 14TH STREET AND MISSION STREET (RAILROAD TRACKS AND DEPOT
 FV1747'IN THE CORNER OF THE INTERSECTION) 1.0 MILE CROSSING THE
 FV1747'SALINAS RIVER AND STAYING ON THE MAIN PAVED ROAD.  ROAD THEN
 FV1747'FORKS, TAKE LEFT FORK AND GO 0.05 MILES TO A GATE ON THE
 FV1747'LEFT.  TURN OFF ROAD PASSING THROUGH GATE.  STATION IS LOCATED
 FV1747'2.6 MILES UP LONG RIDGE HEADING NNE.  THERE ARE NO ROADS
 FV1747'UP TO STATION.  A FOUR-WHEEL DRIVE IS REQUIRED FOR PICKING
 FV1747'YOUR WAY TO TOP OF RIDGE.  STATION LOCATED ON THE HIGHEST
 FV1747'PART OF RIDGE.
 FV1747'
 FV1747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THREE MILES
 FV1747'NNE OF SAN MIGUEL, CALIFORNIA
 FV1747
 FV1747                          STATION RECOVERY (1973)
 FV1747
 FV1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LDK)
 FV1747'RECOVERED THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK
 FV1747'NO. 1 IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO.
 FV1747'2 HAS THE CONCRETE BROKEN AWAY BY GRADING OPERATIONS FOR
 FV1747'A WATER TANK.  WE DID NOT OCCUPY THIS STATION AT THIS TIME.
 FV1747'
 FV1747'THE DESCRIPTION TO REACH IS ADEQUATE.
 FV1747'
 FV1747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FV1747'NNE OF SAN MIGUEL
 FV1747
 FV1747                          STATION RECOVERY (1973)
 FV1747
 FV1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LJW)
 FV1747'RECOVERED STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH
 FV1747'MARK IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS
 FV1747'FOUND WITH THE CONCRETE CRACKED AND LOOSE IN THE GROUND.
 FV1747'
 FV1747'HEIGHT OF LIGHT ABOVE STATION MARK 10.91 FEET.
 FV1747'
 FV1747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FV1747'NNE OF SAN MIGUEL
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2356 ***********************************************************************
 GU2356  DESIGNATION -  1661
 GU2356  PID         -  GU2356
 GU2356  STATE/COUNTY-  CA/FRESNO
 GU2356  USGS QUAD   -  SMITH MOUNTAIN (1981)
 GU2356
 GU2356                         *CURRENT SURVEY CONTROL
 GU2356  ___________________________________________________________________
 GU2356* NAD 83(1986)-  36 07 12.     (N)    120 35 27.     (W)     SCALED    
 GU2356* NAVD 88     -       507.23   (+/-2cm)    1664.1    (feet)  VERTCON   
 GU2356  ___________________________________________________________________
 GU2356  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 GU2356  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2356
 GU2356.The horizontal coordinates were scaled from a topographic map and have
 GU2356.an estimated accuracy of +/- 6 seconds.
 GU2356
 GU2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2356.The vertical order pertains to the NGVD 29 superseded value.
 GU2356
 GU2356.The geoid height was determined by GEOID03.
 GU2356
 GU2356;                    North         East    Units  Estimated Accuracy
 GU2356;SPC CA 4     -   588,480.    1,856,790.      MT  (+/- 180 meters Scaled)
 GU2356
 GU2356                          SUPERSEDED SURVEY CONTROL
 GU2356
 GU2356  NGVD 29 (??/??/92)  506.186  (m)         1660.71   (f) ADJ UNCH    1 2
 GU2356
 GU2356.Superseded values are not recommended for survey control.
 GU2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2356.See file dsdata.txt to determine how the superseded data were derived.
 GU2356
 GU2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE168999(NAD 83)
 GU2356_MARKER: DT = TOPOGRAPHIC STATION DISK
 GU2356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2356_STAMPING: 1660.902
 GU2356_MARK LOGO: USGS  
 GU2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2356
 GU2356  HISTORY     - Date     Condition        Report By
 GU2356  HISTORY     - UNK      MONUMENTED       USGS
 GU2356  HISTORY     - 1958     GOOD             NGS
 GU2356  HISTORY     - 1985     GOOD             NGS
 GU2356  HISTORY     - 1987     GOOD             NGS
 GU2356  HISTORY     - 19910828 GOOD             NGS
 GU2356
 GU2356                          STATION DESCRIPTION
 GU2356
 GU2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU2356'17.8 MI SW FROM COALINGA.
 GU2356'0.1 MILE SOUTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT
 GU2356'COALINGA, THENCE 15.8 MILES SOUTHWEST ALONG STATE HIGHWAY 198,
 GU2356'THENCE 1.85 MILES WEST ALONG AN ASPHALT ROAD, IN R13E T21S S8,
 GU2356'118 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 95 FEET SOUTH
 GU2356'OF A FENCE, 44 FEET SOUTHWEST OF A CROOKED 48-INCH COTTONWOOD
 GU2356'TREE, 42 FEET NORTHEAST OF A LEANING 36-INCH PINE TREE, 52 FEET
 GU2356'SOUTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, AND
 GU2356'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1 FOOT
 GU2356'ABOVE THE GROUND.
 GU2356
 GU2356                          STATION RECOVERY (1985)
 GU2356
 GU2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GU2356'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 GU2356'26.6 KM (16.55 MI) SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE CITY
 GU2356'HALL AT COALINGA, THENCE 0.25 KM (0.15 MI) SOUTHWEST ACROSS COUNTRY.
 GU2356'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 GU2356
 GU2356                          STATION RECOVERY (1987)
 GU2356
 GU2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GU2356'RECOVERED IN GOOD CONDITION.
 GU2356
 GU2356                          STATION RECOVERY (1991)
 GU2356
 GU2356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GU2356'26.4 KM (16.40 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 198 FROM THE CITY
 GU2356'HALL IN COALINGA, THENCE 250.0 M (820.2 FT) SOUTHWESTERLY ACROSS
 GU2356'COUNTRY, 36.0 M (118.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 GU2356'A ROAD, 29.0 M (95.1 FT) SOUTH OF A FENCE, 15.8 M (51.8 FT) SOUTHEAST
 GU2356'OF A UTILITY POLE, 13.4 M (44.0 FT) SOUTHWEST OF A CROOKED 48-INCH
 GU2356'COTTONWOOD TREE, 12.8 M (42.0 FT) NORTHEAST OF A LEANING 36-INCH PINE
 GU2356'TREE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS
 GU2356'RIVETED TO A 3 1/2-INCH METAL PIPE THAT PROJECTS 0.3 M (1.0 FT) ABOVE
 GU2356'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0376 ***********************************************************************
 KT0376  DESIGNATION -  1664 USGS
 KT0376  PID         -  KT0376
 KT0376  STATE/COUNTY-  CA/LAKE
 KT0376  USGS QUAD   -  WILBUR SPRINGS (1991)
 KT0376
 KT0376                         *CURRENT SURVEY CONTROL
 KT0376  ___________________________________________________________________
 KT0376* NAD 83(1986)-  39 00 32.     (N)    122 25 32.     (W)     SCALED    
 KT0376* NAVD 88     -       508.22   (+/-2cm)    1667.4    (feet)  VERTCON   
 KT0376  ___________________________________________________________________
 KT0376  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 KT0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0376
 KT0376.The horizontal coordinates were scaled from a topographic map and have
 KT0376.an estimated accuracy of +/- 6 seconds.
 KT0376
 KT0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0376.The vertical order pertains to the NGVD 29 superseded value.
 KT0376
 KT0376.The geoid height was determined by GEOID03.
 KT0376
 KT0376;                    North         East    Units  Estimated Accuracy
 KT0376;SPC CA 2     -   649,080.    1,963,140.      MT  (+/- 180 meters Scaled)
 KT0376
 KT0376                          SUPERSEDED SURVEY CONTROL
 KT0376
 KT0376  NGVD 29 (??/??/92)  507.365  (m)         1664.58   (f) ADJ UNCH    1 2
 KT0376
 KT0376.Superseded values are not recommended for survey control.
 KT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0376.See file dsdata.txt to determine how the superseded data were derived.
 KT0376
 KT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ497179(NAD 83)
 KT0376_MARKER: Z = SEE DESCRIPTION
 KT0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0376_SP_SET: CULVERT
 KT0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0376
 KT0376  HISTORY     - Date     Condition        Report By
 KT0376  HISTORY     - UNK      MONUMENTED       USGS
 KT0376  HISTORY     - 1966     GOOD             NGS
 KT0376  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0376
 KT0376                          STATION DESCRIPTION
 KT0376
 KT0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0376'18.1 MI SE FROM CLEARLAKE OAKS.
 KT0376'18.1 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 KT0376'AT CLEARLAKE OAKS, AT 5-FOOT CORRUGATED METAL PIPE CULVERT
 KT0376'C-74+95, ON THE CENTER AND TOP OF THE SOUTH CONCRETE HEADWALL,
 KT0376'29.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 KT0376'3 FEET LOWER THAN THE HIGHWAY.
 KT0376
 KT0376                          STATION RECOVERY (1967)
 KT0376
 KT0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0856 ***********************************************************************
 LU0856  DESIGNATION -  1664 USGS
 LU0856  PID         -  LU0856
 LU0856  STATE/COUNTY-  CA/TRINITY
 LU0856  USGS QUAD   -  WEAVERVILLE (1982)
 LU0856
 LU0856                         *CURRENT SURVEY CONTROL
 LU0856  ___________________________________________________________________
 LU0856* NAD 83(1986)-  40 39 09.     (N)    122 56 34.     (W)     SCALED    
 LU0856* NAVD 88     -       508.074  (meters)    1666.91   (feet)  ADJUSTED  
 LU0856  ___________________________________________________________________
 LU0856  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 LU0856  DYNAMIC HT  -         507.774 (meters)    1665.92  (feet)  COMP
 LU0856  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 LU0856
 LU0856  VERT ORDER  -  FIRST     CLASS II
 LU0856
 LU0856.The horizontal coordinates were scaled from a topographic map and have
 LU0856.an estimated accuracy of +/- 6 seconds.
 LU0856
 LU0856.The orthometric height was determined by differential leveling
 LU0856.and adjusted in June 1991.
 LU0856
 LU0856.The geoid height was determined by GEOID03.
 LU0856
 LU0856.The dynamic height is computed by dividing the NAVD 88
 LU0856.geopotential number by the normal gravity value computed on the
 LU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0856.degrees latitude (g = 980.6199 gals.).
 LU0856
 LU0856.The modeled gravity was interpolated from observed gravity values.
 LU0856
 LU0856;                    North         East    Units  Estimated Accuracy
 LU0856;SPC CA 1     -   646,910.    1,920,270.      MT  (+/- 180 meters Scaled)
 LU0856
 LU0856                          SUPERSEDED SURVEY CONTROL
 LU0856
 LU0856  NGVD 29 (??/??/92)  507.186  (m)         1663.99   (f) ADJ UNCH    1 2
 LU0856
 LU0856.Superseded values are not recommended for survey control.
 LU0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0856.See file dsdata.txt to determine how the superseded data were derived.
 LU0856
 LU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL048001(NAD 83)
 LU0856_MARKER: N = NAIL
 LU0856_SETTING: 80 = SET IN A BOULDER
 LU0856_SP_SET: BOULDER
 LU0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0856+STABILITY: SURFACE MOTION
 LU0856
 LU0856  HISTORY     - Date     Condition        Report By
 LU0856  HISTORY     - UNK      MONUMENTED       USGS
 LU0856  HISTORY     - 1935     MARK NOT FOUND   NGS
 LU0856
 LU0856                          STATION DESCRIPTION
 LU0856
 LU0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0856'AT DOUGLAS CITY.
 LU0856'AT DOUGLAS CITY, TRINITY COUNTY, ON U.S. HIGHWAY 299, OPPOSITE
 LU0856'THE POST OFFICE, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LU0856'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES
 LU0856'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3623 ***********************************************************************
 HT3623  DESIGNATION -  167
 HT3623  PID         -  HT3623
 HT3623  STATE/COUNTY-  CA/SANTA CRUZ
 HT3623  USGS QUAD   -  FELTON (1991)
 HT3623
 HT3623                         *CURRENT SURVEY CONTROL
 HT3623  ___________________________________________________________________
 HT3623* NAD 83(1986)-  37 03 41.     (N)    122 06 49.     (W)     SCALED    
 HT3623* NAVD 88     -       477.743  (meters)    1567.40   (feet)  ADJUSTED  
 HT3623  ___________________________________________________________________
 HT3623  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HT3623  DYNAMIC HT  -         477.376 (meters)    1566.19  (feet)  COMP
 HT3623  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 HT3623
 HT3623  VERT ORDER  -  FIRST     CLASS II
 HT3623
 HT3623.The horizontal coordinates were scaled from a topographic map and have
 HT3623.an estimated accuracy of +/- 6 seconds.
 HT3623
 HT3623.The orthometric height was determined by differential leveling
 HT3623.and adjusted in February 1993.
 HT3623
 HT3623.The geoid height was determined by GEOID03.
 HT3623
 HT3623.The dynamic height is computed by dividing the NAVD 88
 HT3623.geopotential number by the normal gravity value computed on the
 HT3623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3623.degrees latitude (g = 980.6199 gals.).
 HT3623
 HT3623.The modeled gravity was interpolated from observed gravity values.
 HT3623
 HT3623;                    North         East    Units  Estimated Accuracy
 HT3623;SPC CA 3     -   563,540.    1,856,490.      MT  (+/- 180 meters Scaled)
 HT3623
 HT3623                          SUPERSEDED SURVEY CONTROL
 HT3623
 HT3623  NGVD 29 (10/21/93)  476.902  (m)         1564.64   (f) ADJUSTED    1 2
 HT3623
 HT3623.Superseded values are not recommended for survey control.
 HT3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3623.See file dsdata.txt to determine how the superseded data were derived.
 HT3623
 HT3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG788020(NAD 83)
 HT3623_MARKER: S = SPIKE
 HT3623_SETTING: 0 = UNSPECIFIED SETTING
 HT3623_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3623+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 HT3623
 HT3623  HISTORY     - Date     Condition        Report By
 HT3623  HISTORY     - UNK      MONUMENTED       CA-087
 HT3623  HISTORY     - 19900508 GOOD             NGS
 HT3623
 HT3623                          STATION DESCRIPTION
 HT3623
 HT3623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3623'5.0 KM (3.1 MI) WESTERLY ALONG FELTON EMPIRE ROAD FROM ITS
 HT3623'INTERSECTION WITH STATE HIGHWAY 9 IN FELTON, 19.5 M (64.0 FT)
 HT3623'NORTHWEST OF THE CENTERLINE OF THE ROAD NEAR THE CENTER OF A SWITCH
 HT3623'BACK, 12.0 M (39.4 FT) SOUTHWEST OF THE WEST END OF A CULVERT, AND
 HT3623'0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD.  THE MONUMENT IS A SPIKE
 HT3623'DRIVEN HORIZONTALLY INTO THE SOUTHEAST BASE OF A 36-INCH REDWOOD TREE
 HT3623'STUMP WHICH HAS BEEN BURNED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3886 ***********************************************************************
 HS3886  DESIGNATION -  167 A A CO
 HS3886  PID         -  HS3886
 HS3886  STATE/COUNTY-  CA/ALAMEDA
 HS3886  USGS QUAD   -  MENDENHALL SPRINGS (1996)
 HS3886
 HS3886                         *CURRENT SURVEY CONTROL
 HS3886  ___________________________________________________________________
 HS3886* NAD 83(1986)-  37 37 19.     (N)    121 42 10.     (W)     SCALED    
 HS3886* NAVD 88     -       243.42   (+/-2cm)     798.6    (feet)  VERTCON   
 HS3886  ___________________________________________________________________
 HS3886  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HS3886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3886
 HS3886.The horizontal coordinates were scaled from a topographic map and have
 HS3886.an estimated accuracy of +/- 6 seconds.
 HS3886
 HS3886.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3886.The vertical order pertains to the NGVD 29 superseded value.
 HS3886
 HS3886.The geoid height was determined by GEOID03.
 HS3886
 HS3886;                    North         East    Units  Estimated Accuracy
 HS3886;SPC CA 3     -   625,200.    1,893,830.      MT  (+/- 180 meters Scaled)
 HS3886
 HS3886                          SUPERSEDED SURVEY CONTROL
 HS3886
 HS3886  NGVD 29 (??/??/92)  242.587  (m)          795.89   (f) ADJ UNCH    2 0
 HS3886
 HS3886.Superseded values are not recommended for survey control.
 HS3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3886.See file dsdata.txt to determine how the superseded data were derived.
 HS3886
 HS3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG144646(NAD 83)
 HS3886_MARKER: DB = BENCH MARK DISK
 HS3886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3886_STAMPING: 167 A
 HS3886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3886+STABILITY: SURFACE MOTION
 HS3886
 HS3886  HISTORY     - Date     Condition        Report By
 HS3886  HISTORY     - UNK      MONUMENTED       CA-001
 HS3886  HISTORY     - 1961     GOOD             NGS
 HS3886
 HS3886                          STATION DESCRIPTION
 HS3886
 HS3886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3886'6 MI SE FROM LIVERMORE.
 HS3886'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3886'LIVERMORE, THENCE 3.65 MILES SOUTHEAST ALONG MINES ROAD, 46
 HS3886'FEET WEST OF THE CENTER OF THE JUNCTION OF MENDENHALL ROAD,
 HS3886'ACROSS THE ROAD FROM POWER POLE 70, 30 FEET SOUTHWEST OF THE
 HS3886'CENTER LINE OF MINES ROAD, 3 1/2 FEET SOUTHWEST OF A GUY POLE,
 HS3886'0.7 FOOT NORTHEAST OF A FENCE, 0.6 FOOT SOUTHEAST OF A WITNESS
 HS3886'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 HS3886'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0885 ***********************************************************************
 JS0885  DESIGNATION -  167 I
 JS0885  PID         -  JS0885
 JS0885  STATE/COUNTY-  CA/PLACER
 JS0885  USGS QUAD   -  LINCOLN (1981)
 JS0885
 JS0885                         *CURRENT SURVEY CONTROL
 JS0885  ___________________________________________________________________
 JS0885* NAD 83(1986)-  38 53 31.     (N)    121 17 34.     (W)     SCALED    
 JS0885* NAVD 88     -        52.021  (meters)     170.67   (feet)  ADJUSTED  
 JS0885  ___________________________________________________________________
 JS0885  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 JS0885  DYNAMIC HT  -          51.987 (meters)     170.56  (feet)  COMP
 JS0885  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 JS0885
 JS0885  VERT ORDER  -  FIRST     CLASS II
 JS0885
 JS0885.The horizontal coordinates were scaled from a topographic map and have
 JS0885.an estimated accuracy of +/- 6 seconds.
 JS0885
 JS0885.The orthometric height was determined by differential leveling
 JS0885.and adjusted in June 1991.
 JS0885.WARNING-Repeat measurements at this control monument indicate possible
 JS0885.vertical movement.
 JS0885
 JS0885.The geoid height was determined by GEOID03.
 JS0885
 JS0885.The dynamic height is computed by dividing the NAVD 88
 JS0885.geopotential number by the normal gravity value computed on the
 JS0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0885.degrees latitude (g = 980.6199 gals.).
 JS0885
 JS0885.The modeled gravity was interpolated from observed gravity values.
 JS0885
 JS0885;                    North         East    Units  Estimated Accuracy
 JS0885;SPC CA 2     -   636,250.    2,061,350.      MT  (+/- 180 meters Scaled)
 JS0885
 JS0885                          SUPERSEDED SURVEY CONTROL
 JS0885
 JS0885  NGVD 29 (??/??/??)   51.31   (m)          168.3    (f) RESET       3  
 JS0885
 JS0885.Superseded values are not recommended for survey control.
 JS0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0885.See file dsdata.txt to determine how the superseded data were derived.
 JS0885
 JS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ480061(NAD 83)
 JS0885_MARKER: DD = SURVEY DISK
 JS0885_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JS0885_SP_SET: SIDEWALK
 JS0885_STAMPING: 168.205 167 I
 JS0885_MARK LOGO: USGS  
 JS0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0885+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988
 JS0885
 JS0885  HISTORY     - Date     Condition        Report By
 JS0885  HISTORY     - UNK      MONUMENTED       USGS
 JS0885  HISTORY     - 1961     GOOD             NGS
 JS0885  HISTORY     - 19880823 GOOD             NGS
 JS0885
 JS0885                          STATION DESCRIPTION
 JS0885
 JS0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JS0885'AT LINCOLN.
 JS0885'AT LINCOLN, PLACER COUNTY, AT THE STANDARD SERVICE STATION, AND
 JS0885'IN THE NORTHEAST CORNER OF THE CONCRETE SIDEWALK.  AT THE
 JS0885'SOUTHEAST CORNER OF THE INTERSECTION OF FIFTH AND G STREETS.
 JS0885
 JS0885                          STATION RECOVERY (1988)
 JS0885
 JS0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0885'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.0 M
 JS0885'(3.3 FT) NORTH OF A TRAFFIC SIGNAL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0583 ***********************************************************************
 JS0583  DESIGNATION -  167 M USGS
 JS0583  PID         -  JS0583
 JS0583  STATE/COUNTY-  CA/EL DORADO
 JS0583  USGS QUAD   -  PLACERVILLE (1973)
 JS0583
 JS0583                         *CURRENT SURVEY CONTROL
 JS0583  ___________________________________________________________________
 JS0583* NAD 83(1986)-  38 44 51.     (N)    120 47 04.     (W)     SCALED    
 JS0583* NAVD 88     -       674.61   (+/-2cm)    2213.3    (feet)  VERTCON   
 JS0583  ___________________________________________________________________
 JS0583  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 JS0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0583
 JS0583.The horizontal coordinates were scaled from a topographic map and have
 JS0583.an estimated accuracy of +/- 6 seconds.
 JS0583
 JS0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0583.The vertical order pertains to the NGVD 29 superseded value.
 JS0583
 JS0583.The geoid height was determined by GEOID03.
 JS0583
 JS0583;                    North         East    Units  Estimated Accuracy
 JS0583;SPC CA 2     -   620,690.    2,105,660.      MT  (+/- 180 meters Scaled)
 JS0583
 JS0583                          SUPERSEDED SURVEY CONTROL
 JS0583
 JS0583  NGVD 29 (??/??/92)  673.770  (m)         2210.53   (f) ADJ UNCH    2 0
 JS0583
 JS0583.Superseded values are not recommended for survey control.
 JS0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0583.See file dsdata.txt to determine how the superseded data were derived.
 JS0583
 JS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH925910(NAD 83)
 JS0583_MARKER: DB = BENCH MARK DISK
 JS0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0583_STAMPING: 167 M 1933 2210
 JS0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0583+STABILITY: SURFACE MOTION
 JS0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0583+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 JS0583
 JS0583  HISTORY     - Date     Condition        Report By
 JS0583  HISTORY     - 1933     MONUMENTED       USGS
 JS0583  HISTORY     - 1948     GOOD             NGS
 JS0583  HISTORY     - 1974     GOOD             NGS
 JS0583  HISTORY     - 20040323 GOOD             CADT
 JS0583
 JS0583                          STATION DESCRIPTION
 JS0583
 JS0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0583'1.9 MI NE FROM PLACERVILLE.
 JS0583'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0583'PLACERVILLE, THENCE 1.4 MILES NORTHEAST ALONG THE MOSQUITO ROAD,
 JS0583'25 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHWEST
 JS0583'OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 2.3
 JS0583'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 JS0583'ABOVE THE SURFACE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 JS0583'POST PRJECTING 10 INCHES ABOVE THE GROUND.
 JS0583
 JS0583                          STATION RECOVERY (1974)
 JS0583
 JS0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JS0583'RECOVERED IN GOOD CONDITION.
 JS0583
 JS0583                          STATION RECOVERY (2004)
 JS0583
 JS0583'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1107 ***********************************************************************
 GU1107  DESIGNATION -  167 USGS
 GU1107  PID         -  GU1107
 GU1107  STATE/COUNTY-  CA/FRESNO
 GU1107  USGS QUAD   -  TRANQUILLITY (1984)
 GU1107
 GU1107                         *CURRENT SURVEY CONTROL
 GU1107  ___________________________________________________________________
 GU1107* NAD 83(1986)-  36 37 56.     (N)    120 18 56.     (W)     SCALED    
 GU1107* NAVD 88     -        49.66   (+/-2cm)     162.9    (feet)  VERTCON   
 GU1107  ___________________________________________________________________
 GU1107  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 GU1107  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1107
 GU1107.The horizontal coordinates were scaled from a topographic map and have
 GU1107.an estimated accuracy of +/- 6 seconds.
 GU1107
 GU1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1107.The vertical order pertains to the NGVD 29 superseded value.
 GU1107
 GU1107.The geoid height was determined by GEOID03.
 GU1107
 GU1107;                    North         East    Units  Estimated Accuracy
 GU1107;SPC CA 4     -   644,930.    1,882,350.      MT  (+/- 180 meters Scaled)
 GU1107
 GU1107                          SUPERSEDED SURVEY CONTROL
 GU1107
 GU1107  NGVD 29 (??/??/92)   48.888  (m)          160.39   (f) ADJ UNCH    1 2
 GU1107
 GU1107.Superseded values are not recommended for survey control.
 GU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1107.See file dsdata.txt to determine how the superseded data were derived.
 GU1107
 GU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF400574(NAD 83)
 GU1107_MARKER: DD = SURVEY DISK
 GU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1107_STAMPING: TTB 167 B 1919 52
 GU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1107+STABILITY: SURFACE MOTION
 GU1107
 GU1107  HISTORY     - Date     Condition        Report By
 GU1107  HISTORY     - 1919     MONUMENTED       USGS
 GU1107  HISTORY     - 1959     GOOD             NGS
 GU1107  HISTORY     - 1972     GOOD             NGS
 GU1107
 GU1107                          STATION DESCRIPTION
 GU1107
 GU1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GU1107'4.5 MI W FROM TRANQUILLITY.
 GU1107'1.0 MILE SOUTH ALONG JAMES AVENUE FROM THE CROSSING OF THE
 GU1107'SOUTHERN PACIFIC RAILROAD AT TRANQUILLITY, THENCE 3.0 MILES
 GU1107'WEST ALONG CLAYTON AVENUE, THENCE 0.5 MILE SOUTH ALONG SAN MATEO
 GU1107'AVENUE, 87 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION OF
 GU1107'ADAMS AVENUE WEST, AT THE NORTHWEST CORNER OF AN EARTH RESERVOIR,
 GU1107'49 FEET EAST OF THE CENTER LINE OF SAN MATEO AVENUE, 3 FEET
 GU1107'NORTHWEST OF THE NORTHWEST CORNER OF THE RESERVOIR, 1.6 FEET
 GU1107'SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE AVENUES,
 GU1107'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 GU1107'THE GROUND.
 GU1107
 GU1107                          STATION RECOVERY (1972)
 GU1107
 GU1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1820 ***********************************************************************
 GU1820  DESIGNATION -  167.36 L
 GU1820  PID         -  GU1820
 GU1820  STATE/COUNTY-  CA/KINGS
 GU1820  USGS QUAD   -  LA CIMA (1978)
 GU1820
 GU1820                         *CURRENT SURVEY CONTROL
 GU1820  ___________________________________________________________________
 GU1820* NAD 83(1986)-  36 04 21.     (N)    120 01 22.     (W)     SCALED    
 GU1820* NAVD 88     -       100.244  (meters)     328.88   (feet)  ADJUSTED  
 GU1820  ___________________________________________________________________
 GU1820  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 GU1820  DYNAMIC HT  -         100.154 (meters)     328.59  (feet)  COMP
 GU1820  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 GU1820
 GU1820  VERT ORDER  -  FIRST     CLASS I
 GU1820
 GU1820.The horizontal coordinates were scaled from a topographic map and have
 GU1820.an estimated accuracy of +/- 6 seconds.
 GU1820
 GU1820.The orthometric height was determined by differential leveling
 GU1820.and adjusted in June 1991.
 GU1820
 GU1820.The geoid height was determined by GEOID03.
 GU1820
 GU1820.The dynamic height is computed by dividing the NAVD 88
 GU1820.geopotential number by the normal gravity value computed on the
 GU1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1820.degrees latitude (g = 980.6199 gals.).
 GU1820
 GU1820.The modeled gravity was interpolated from observed gravity values.
 GU1820
 GU1820;                    North         East    Units  Estimated Accuracy
 GU1820;SPC CA 4     -   582,510.    1,907,870.      MT  (+/- 180 meters Scaled)
 GU1820
 GU1820                          SUPERSEDED SURVEY CONTROL
 GU1820
 GU1820  NGVD 29 (??/??/92)   99.357  (m)          325.97   (f) ADJ UNCH    1 1
 GU1820
 GU1820.Superseded values are not recommended for survey control.
 GU1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1820.See file dsdata.txt to determine how the superseded data were derived.
 GU1820
 GU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE681960(NAD 83)
 GU1820_MARKER: DD = SURVEY DISK
 GU1820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1820_SP_SET: WINGWALL
 GU1820_STAMPING: 167.36 L
 GU1820_MARK LOGO: BOR   
 GU1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1820+STABILITY: SURFACE MOTION
 GU1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1820+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1820
 GU1820  HISTORY     - Date     Condition        Report By
 GU1820  HISTORY     - UNK      MONUMENTED       BOR
 GU1820  HISTORY     - 1967     GOOD             NGS
 GU1820  HISTORY     - 1972     GOOD             NGS
 GU1820  HISTORY     - 19890214 GOOD             NGS
 GU1820
 GU1820                          STATION DESCRIPTION
 GU1820
 GU1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1820'5.1 MI NW FROM KETTLEMAN CITY.
 GU1820'5.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1820'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.7 FEET
 GU1820'WEST OF THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF
 GU1820'PLYMOUTH AVENUE BRIDGE OVER THE AQUEDUCT, 16 1/2 FEET NORTH
 GU1820'OF THE CENTER LINE OF THE AVENUE, 25 FEET WEST OF THE CENTER
 GU1820'LINE OF THE EAST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GU1820
 GU1820                          STATION RECOVERY (1972)
 GU1820
 GU1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1820'RECOVERED IN GOOD CONDITION.
 GU1820
 GU1820                          STATION RECOVERY (1989)
 GU1820
 GU1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1821 ***********************************************************************
 GU1821  DESIGNATION -  167.36 R
 GU1821  PID         -  GU1821
 GU1821  STATE/COUNTY-  CA/KINGS
 GU1821  USGS QUAD   -  LA CIMA (1978)
 GU1821
 GU1821                         *CURRENT SURVEY CONTROL
 GU1821  ___________________________________________________________________
 GU1821* NAD 83(1986)-  36 04 21.     (N)    120 01 22.     (W)     SCALED    
 GU1821* NAVD 88     -       100.363  (meters)     329.27   (feet)  ADJUSTED  
 GU1821  ___________________________________________________________________
 GU1821  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 GU1821  DYNAMIC HT  -         100.273 (meters)     328.98  (feet)  COMP
 GU1821  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 GU1821
 GU1821  VERT ORDER  -  FIRST     CLASS I
 GU1821
 GU1821.The horizontal coordinates were scaled from a topographic map and have
 GU1821.an estimated accuracy of +/- 6 seconds.
 GU1821
 GU1821.The orthometric height was determined by differential leveling
 GU1821.and adjusted in June 1991.
 GU1821
 GU1821.The geoid height was determined by GEOID03.
 GU1821
 GU1821.The dynamic height is computed by dividing the NAVD 88
 GU1821.geopotential number by the normal gravity value computed on the
 GU1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1821.degrees latitude (g = 980.6199 gals.).
 GU1821
 GU1821.The modeled gravity was interpolated from observed gravity values.
 GU1821
 GU1821;                    North         East    Units  Estimated Accuracy
 GU1821;SPC CA 4     -   582,510.    1,907,870.      MT  (+/- 180 meters Scaled)
 GU1821
 GU1821                          SUPERSEDED SURVEY CONTROL
 GU1821
 GU1821  NGVD 29 (??/??/92)   99.419  (m)          326.18   (f) ADJ UNCH    1 1
 GU1821
 GU1821.Superseded values are not recommended for survey control.
 GU1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1821.See file dsdata.txt to determine how the superseded data were derived.
 GU1821
 GU1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE681960(NAD 83)
 GU1821_MARKER: DD = SURVEY DISK
 GU1821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1821_SP_SET: WINGWALL
 GU1821_STAMPING: 167.36 R
 GU1821_MARK LOGO: BOR   
 GU1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1821+STABILITY: SURFACE MOTION
 GU1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1821+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1821
 GU1821  HISTORY     - Date     Condition        Report By
 GU1821  HISTORY     - UNK      MONUMENTED       BOR
 GU1821  HISTORY     - 1967     GOOD             NGS
 GU1821  HISTORY     - 1972     GOOD             NGS
 GU1821  HISTORY     - 19890214 GOOD             NGS
 GU1821
 GU1821                          STATION DESCRIPTION
 GU1821
 GU1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1821'5.1 MI NW FROM KETTLEMAN CITY.
 GU1821'5.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1821'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.6
 GU1821'FEET EAST OF THE WEST END OF THE SOUTHWEST CONCRETE WING WALL
 GU1821'OF PLYMOUTH AVENUE BRIDGE OVER THE AQUEDUCT, 16 1/2 FEET SOUTH
 GU1821'OF THE CENTER LINE OF THE AVENUE, 17 FEET EAST OF THE CENTER
 GU1821'LINE OF THE WEST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GU1821
 GU1821                          STATION RECOVERY (1972)
 GU1821
 GU1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1821'RECOVERED IN GOOD CONDITION.
 GU1821
 GU1821                          STATION RECOVERY (1989)
 GU1821
 GU1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1818 ***********************************************************************
 GU1818  DESIGNATION -  167.84 R USBR
 GU1818  PID         -  GU1818
 GU1818  STATE/COUNTY-  CA/KINGS
 GU1818  USGS QUAD   -  LA CIMA (1978)
 GU1818
 GU1818                         *CURRENT SURVEY CONTROL
 GU1818  ___________________________________________________________________
 GU1818* NAD 83(1986)-  36 03 58.     (N)    120 01 08.     (W)     SCALED    
 GU1818* NAVD 88     -        98.13   (+/-2cm)     321.9    (feet)  VERTCON   
 GU1818  ___________________________________________________________________
 GU1818  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 GU1818  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU1818
 GU1818.The horizontal coordinates were scaled from a topographic map and have
 GU1818.an estimated accuracy of +/- 6 seconds.
 GU1818
 GU1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1818.The vertical order pertains to the NGVD 29 superseded value.
 GU1818
 GU1818.The geoid height was determined by GEOID03.
 GU1818
 GU1818;                    North         East    Units  Estimated Accuracy
 GU1818;SPC CA 4     -   581,800.    1,908,210.      MT  (+/- 180 meters Scaled)
 GU1818
 GU1818                          SUPERSEDED SURVEY CONTROL
 GU1818
 GU1818  NGVD 29 (??/??/92)   97.203  (m)          318.91   (f) ADJ UNCH    1 1
 GU1818
 GU1818.Superseded values are not recommended for survey control.
 GU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1818.See file dsdata.txt to determine how the superseded data were derived.
 GU1818
 GU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE684953(NAD 83)
 GU1818_MARKER: DD = SURVEY DISK
 GU1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1818_SP_SET: CONCRETE TURNOUT
 GU1818_STAMPING: 167.84 R
 GU1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1818
 GU1818  HISTORY     - Date     Condition        Report By
 GU1818  HISTORY     - UNK      MONUMENTED       BOR
 GU1818  HISTORY     - 1967     GOOD             NGS
 GU1818
 GU1818                          STATION DESCRIPTION
 GU1818
 GU1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1818'4.6 MI NW FROM KETTLEMAN CITY.
 GU1818'4.6 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1818'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, 0.5 MILE SOUTHEAST OF THE
 GU1818'CROSSING OF PLYMOUTH AVENUE BRIDGE, IN THE TOP OF A CONCRETE
 GU1818'TURNOUT STRUCTURE, 4.8 FEET WEST OF BENCH MARK Q 1097, 24 FEET
 GU1818'NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND
 GU1818'ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0326 ***********************************************************************
 DX0326  DESIGNATION -  1675.963
 DX0326  PID         -  DX0326
 DX0326  STATE/COUNTY-  CA/SAN DIEGO
 DX0326  USGS QUAD   -  SAN PASQUAL (1988)
 DX0326
 DX0326                         *CURRENT SURVEY CONTROL
 DX0326  ___________________________________________________________________
 DX0326* NAD 83(1986)-  33 00 30.     (N)    116 57 16.     (W)     SCALED    
 DX0326* NAVD 88     -       511.53   (+/-2cm)    1678.2    (feet)  VERTCON   
 DX0326  ___________________________________________________________________
 DX0326  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DX0326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0326
 DX0326.The horizontal coordinates were scaled from a topographic map and have
 DX0326.an estimated accuracy of +/- 6 seconds.
 DX0326
 DX0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0326.The vertical order pertains to the NGVD 29 superseded value.
 DX0326
 DX0326.The geoid height was determined by GEOID03.
 DX0326
 DX0326;                    North         East    Units  Estimated Accuracy
 DX0326;SPC CA 6     -   593,570.    1,934,180.      MT  (+/- 180 meters Scaled)
 DX0326
 DX0326                          SUPERSEDED SURVEY CONTROL
 DX0326
 DX0326  NGVD 29 (??/??/??)  510.857  (m)         1676.04   (f) ADJUSTED    2 0
 DX0326
 DX0326.Superseded values are not recommended for survey control.
 DX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0326.See file dsdata.txt to determine how the superseded data were derived.
 DX0326
 DX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS042522(NAD 83)
 DX0326_MARKER: Q = CHISELED SQUARE
 DX0326_SETTING: 66 = SET IN ROCK OUTCROP
 DX0326_SP_SET: ROCK OUTCROP
 DX0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0326+STABILITY: POSITION/ELEVATION WELL
 DX0326
 DX0326  HISTORY     - Date     Condition        Report By
 DX0326  HISTORY     - UNK      MONUMENTED       USGS
 DX0326  HISTORY     - 1955     MARK NOT FOUND   NGS
 DX0326  HISTORY     - 1960     MARK NOT FOUND   USGS
 DX0326
 DX0326                          STATION DESCRIPTION
 DX0326
 DX0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0326'0.2 MI NE FROM MOUNT WOODSON.
 DX0326'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 67 FROM THE BANK OF
 DX0326'AMERICA AT RAMONA, AT A ROAD JUNCTION, 18 FEET WEST OF THE
 DX0326'CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A GRANITE OUTCROP.
 DX0326'NOTE-- IT WAS PROBABLY DESTROYED BY HIGHWAY MAINTENANCE.
 DX0326
 DX0326                          STATION RECOVERY (1960)
 DX0326
 DX0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DX0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0375 ***********************************************************************
 KT0375  DESIGNATION -  1677 USGS
 KT0375  PID         -  KT0375
 KT0375  STATE/COUNTY-  CA/LAKE
 KT0375  USGS QUAD   -  WILBUR SPRINGS (1991)
 KT0375
 KT0375                         *CURRENT SURVEY CONTROL
 KT0375  ___________________________________________________________________
 KT0375* NAD 83(1986)-  39 00 56.     (N)    122 26 25.     (W)     SCALED    
 KT0375* NAVD 88     -       512.11   (+/-2cm)    1680.1    (feet)  VERTCON   
 KT0375  ___________________________________________________________________
 KT0375  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 KT0375  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0375
 KT0375.The horizontal coordinates were scaled from a topographic map and have
 KT0375.an estimated accuracy of +/- 6 seconds.
 KT0375
 KT0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0375.The vertical order pertains to the NGVD 29 superseded value.
 KT0375
 KT0375.The geoid height was determined by GEOID03.
 KT0375
 KT0375;                    North         East    Units  Estimated Accuracy
 KT0375;SPC CA 2     -   649,830.    1,961,870.      MT  (+/- 180 meters Scaled)
 KT0375
 KT0375                          SUPERSEDED SURVEY CONTROL
 KT0375
 KT0375  NGVD 29 (??/??/92)  511.259  (m)         1677.36   (f) ADJ UNCH    1 2
 KT0375
 KT0375.Superseded values are not recommended for survey control.
 KT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0375.See file dsdata.txt to determine how the superseded data were derived.
 KT0375
 KT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ484186(NAD 83)
 KT0375_MARKER: Q = CHISELED SQUARE
 KT0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0375_SP_SET: CULVERT
 KT0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0375
 KT0375  HISTORY     - Date     Condition        Report By
 KT0375  HISTORY     - UNK      MONUMENTED       USGS
 KT0375  HISTORY     - 1967     GOOD             NGS
 KT0375  HISTORY     - 1989     GOOD             USPSQD
 KT0375
 KT0375                          STATION DESCRIPTION
 KT0375
 KT0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0375'16.4 MI E FROM CLEARLAKE OAKS.
 KT0375'16.4 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 KT0375'AT CLEARLAKE OAKS, AT THE JUNCTION OF A DIRT ROAD LEADING TO
 KT0375'TURKEY RUN MINE, IN THE TOP OF THE CENTER OF THE SOUTH
 KT0375'CONCRETE HEAD WALL OF CONCRETE BOX CULVERT 44.57, 26 FEET SOUTH
 KT0375'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN
 KT0375'THE HIGHWAY.
 KT0375
 KT0375                          STATION RECOVERY (1989)
 KT0375
 KT0375'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0957 ***********************************************************************
 HS0957  DESIGNATION -  1679
 HS0957  PID         -  HS0957
 HS0957  STATE/COUNTY-  CA/TUOLUMNE
 HS0957  USGS QUAD   -  MOCCASIN (1987)
 HS0957
 HS0957                         *CURRENT SURVEY CONTROL
 HS0957  ___________________________________________________________________
 HS0957* NAD 83(1986)-  37 48 46.     (N)    120 17 26.     (W)     SCALED    
 HS0957* NAVD 88     -       513.34   (+/-2cm)    1684.2    (feet)  VERTCON   
 HS0957  ___________________________________________________________________
 HS0957  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 HS0957  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0957
 HS0957.The horizontal coordinates were scaled from a topographic map and have
 HS0957.an estimated accuracy of +/- 6 seconds.
 HS0957
 HS0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0957.The vertical order pertains to the NGVD 29 superseded value.
 HS0957
 HS0957.The geoid height was determined by GEOID03.
 HS0957
 HS0957;                    North         East    Units  Estimated Accuracy
 HS0957;SPC CA 3     -   645,710.    2,018,440.      MT  (+/- 180 meters Scaled)
 HS0957
 HS0957                          SUPERSEDED SURVEY CONTROL
 HS0957
 HS0957  NGVD 29 (??/??/92)  512.593  (m)         1681.73   (f) ADJ UNCH    1 2
 HS0957
 HS0957.Superseded values are not recommended for survey control.
 HS0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0957.See file dsdata.txt to determine how the superseded data were derived.
 HS0957
 HS0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG385885(NAD 83)
 HS0957_MARKER: DD = SURVEY DISK
 HS0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0957_SP_SET: ANCHOR BLOCK
 HS0957_STAMPING: 1679 531
 HS0957_MARK LOGO: CA3290
 HS0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0957
 HS0957  HISTORY     - Date     Condition        Report By
 HS0957  HISTORY     - UNK      MONUMENTED       CA3290
 HS0957  HISTORY     - 1956     GOOD             CGS
 HS0957
 HS0957                          STATION DESCRIPTION
 HS0957
 HS0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0957'0.5 MI NE FROM MOCCASIN.
 HS0957'0.51 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0957'FROM THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTH CORNER
 HS0957'OF THE TENTH CONCRETE ANCHOR BLOCK NORTHEAST OF THE POWERHOUSE,
 HS0957'AND ABOUT 7 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3622 ***********************************************************************
 HT3622  DESIGNATION -  168
 HT3622  PID         -  HT3622
 HT3622  STATE/COUNTY-  CA/SANTA CRUZ
 HT3622  USGS QUAD   -  FELTON (1991)
 HT3622
 HT3622                         *CURRENT SURVEY CONTROL
 HT3622  ___________________________________________________________________
 HT3622* NAD 83(1986)-  37 03 36.     (N)    122 06 32.     (W)     SCALED    
 HT3622* NAVD 88     -       444.524  (meters)    1458.41   (feet)  ADJUSTED  
 HT3622  ___________________________________________________________________
 HT3622  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HT3622  DYNAMIC HT  -         444.186 (meters)    1457.30  (feet)  COMP
 HT3622  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 HT3622
 HT3622  VERT ORDER  -  FIRST     CLASS II
 HT3622
 HT3622.The horizontal coordinates were scaled from a topographic map and have
 HT3622.an estimated accuracy of +/- 6 seconds.
 HT3622
 HT3622.The orthometric height was determined by differential leveling
 HT3622.and adjusted in February 1993.
 HT3622
 HT3622.The geoid height was determined by GEOID03.
 HT3622
 HT3622.The dynamic height is computed by dividing the NAVD 88
 HT3622.geopotential number by the normal gravity value computed on the
 HT3622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3622.degrees latitude (g = 980.6199 gals.).
 HT3622
 HT3622.The modeled gravity was interpolated from observed gravity values.
 HT3622
 HT3622;                    North         East    Units  Estimated Accuracy
 HT3622;SPC CA 3     -   563,380.    1,856,910.      MT  (+/- 180 meters Scaled)
 HT3622
 HT3622                          SUPERSEDED SURVEY CONTROL
 HT3622
 HT3622  NGVD 29 (10/21/93)  443.687  (m)         1455.66   (f) ADJUSTED    1 2
 HT3622
 HT3622.Superseded values are not recommended for survey control.
 HT3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3622.See file dsdata.txt to determine how the superseded data were derived.
 HT3622
 HT3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG792019(NAD 83)
 HT3622_MARKER: S = SPIKE
 HT3622_SETTING: 0 = UNSPECIFIED SETTING
 HT3622_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3622+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 HT3622
 HT3622  HISTORY     - Date     Condition        Report By
 HT3622  HISTORY     - UNK      MONUMENTED       CA-087
 HT3622  HISTORY     - 19900508 GOOD             NGS
 HT3622
 HT3622                          STATION DESCRIPTION
 HT3622
 HT3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3622'4.5 KM (2.8 MI) WESTERLY ALONG FELTON EMPIRE ROAD FROM ITS
 HT3622'INTERSECTION WITH STATE HIGHWAY 9 IN FELTON, 4.5 M (14.8 FT) WEST OF
 HT3622'AN ABANDONED LOGGING ROAD LEADING NORTHERLY, 22.6 M (74.1 FT) NORTH
 HT3622'OF THE CENTERLINE OF THE ROAD, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 HT3622'THE ROAD.  THE MONUMENT IS A SPIKE DRIVEN HORIZONTALLY INTO THE SOUTH
 HT3622'BASE OF A 72-INCH REDWOOD TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1243 ***********************************************************************
 FU1243  DESIGNATION -  168 DWR
 FU1243  PID         -  FU1243
 FU1243  STATE/COUNTY-  CA/KERN
 FU1243  USGS QUAD   -  LOKERN (1973)
 FU1243
 FU1243                         *CURRENT SURVEY CONTROL
 FU1243  ___________________________________________________________________
 FU1243* NAD 83(1986)-  35 24 46.     (N)    119 35 53.     (W)     SCALED    
 FU1243* NAVD 88     -        97.16   (+/-2cm)     318.8    (feet)  VERTCON   
 FU1243  ___________________________________________________________________
 FU1243  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 FU1243  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1243
 FU1243.The horizontal coordinates were scaled from a topographic map and have
 FU1243.an estimated accuracy of +/- 6 seconds.
 FU1243
 FU1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1243.The vertical order pertains to the NGVD 29 superseded value.
 FU1243
 FU1243.The geoid height was determined by GEOID03.
 FU1243
 FU1243;                    North         East    Units  Estimated Accuracy
 FU1243;SPC CA 5     -   713,340.    1,854,860.      MT  (+/- 180 meters Scaled)
 FU1243
 FU1243                          SUPERSEDED SURVEY CONTROL
 FU1243
 FU1243  NGVD 29 (??/??/92)   96.39   (m)          316.2    (f) COMPUTED    1 1
 FU1243
 FU1243.Superseded values are not recommended for survey control.
 FU1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1243.See file dsdata.txt to determine how the superseded data were derived.
 FU1243
 FU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV640219(NAD 83)
 FU1243_MARKER: DD = SURVEY DISK
 FU1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1243_STAMPING: BM 168 1959
 FU1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1243+STABILITY: SURFACE MOTION
 FU1243
 FU1243  HISTORY     - Date     Condition        Report By
 FU1243  HISTORY     - 1959     MONUMENTED       CADWR
 FU1243  HISTORY     - 1964     GOOD             NGS
 FU1243  HISTORY     - 1966     GOOD             NGS
 FU1243
 FU1243                          STATION DESCRIPTION
 FU1243
 FU1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1243'8.3 MI NW FROM BUTTONWILLOW.
 FU1243'3.7 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC
 FU1243'STATION AT BUTTONWILLOW, THENCE 3.1 MILES WEST ALONG LOKERN
 FU1243'ROAD, THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.5
 FU1243'MILE WEST ALONG DELFERN ROAD, 30 FEET NORTH OF THE CENTER LINE
 FU1243'OF THE ROAD, 54 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 FU1243'NORTH, 2.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU1243'ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU1243
 FU1243                          STATION RECOVERY (1966)
 FU1243
 FU1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0586 ***********************************************************************
 JS0586  DESIGNATION -  168 M USGS
 JS0586  PID         -  JS0586
 JS0586  STATE/COUNTY-  CA/EL DORADO
 JS0586  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0586
 JS0586                         *CURRENT SURVEY CONTROL
 JS0586  ___________________________________________________________________
 JS0586* NAD 83(1986)-  38 45 54.     (N)    120 45 31.     (W)     SCALED    
 JS0586* NAVD 88     -       691.43   (+/-2cm)    2268.5    (feet)  VERTCON   
 JS0586  ___________________________________________________________________
 JS0586  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JS0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0586
 JS0586.The horizontal coordinates were scaled from a topographic map and have
 JS0586.an estimated accuracy of +/- 6 seconds.
 JS0586
 JS0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0586.The vertical order pertains to the NGVD 29 superseded value.
 JS0586
 JS0586.The geoid height was determined by GEOID03.
 JS0586
 JS0586;                    North         East    Units  Estimated Accuracy
 JS0586;SPC CA 2     -   622,660.    2,107,880.      MT  (+/- 180 meters Scaled)
 JS0586
 JS0586                          SUPERSEDED SURVEY CONTROL
 JS0586
 JS0586  NGVD 29 (??/??/92)  690.578  (m)         2265.67   (f) ADJ UNCH    2 0
 JS0586
 JS0586.Superseded values are not recommended for survey control.
 JS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0586.See file dsdata.txt to determine how the superseded data were derived.
 JS0586
 JS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH947930(NAD 83)
 JS0586_MARKER: DB = BENCH MARK DISK
 JS0586_SETTING: 80 = SET IN A BOULDER
 JS0586_SP_SET: BOULDER
 JS0586_STAMPING: 168 M 1933 2265
 JS0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0586+STABILITY: SURFACE MOTION
 JS0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0586+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 JS0586
 JS0586  HISTORY     - Date     Condition        Report By
 JS0586  HISTORY     - 1933     MONUMENTED       USGS
 JS0586  HISTORY     - 1948     GOOD             NGS
 JS0586  HISTORY     - 20040323 GOOD             CADT
 JS0586
 JS0586                          STATION DESCRIPTION
 JS0586
 JS0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0586'4.1 MI NE FROM PLACERVILLE.
 JS0586'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0586'PLACERVILLE, THENCE 3.6 MILES NORTHEAST ALONG THE MOSQUITO
 JS0586'ROAD, 120 FEET WEST OF THE CENTER OF A T-INTERSECTION OF A
 JS0586'ROAD LEADING SOUTHEAST, IN SMALL FIELD, 72 FEET NORTHWEST
 JS0586'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE
 JS0586'SURFACE OF THE ROAD, SET IN THE TOP OF ONE OF A GROUP OF BOULDERS
 JS0586'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
 JS0586
 JS0586                          STATION RECOVERY (2004)
 JS0586
 JS0586'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0475 ***********************************************************************
 LU0475  DESIGNATION -  1684.5 USGS
 LU0475  PID         -  LU0475
 LU0475  STATE/COUNTY-  CA/SHASTA
 LU0475  USGS QUAD   -  
 LU0475
 LU0475                         *CURRENT SURVEY CONTROL
 LU0475  ___________________________________________________________________
 LU0475* NAD 83(1986)-  40 25 56.     (N)    122 43 44.     (W)     SCALED    
 LU0475* NAVD 88     -       514.28   (+/-2cm)    1687.3    (feet)  VERTCON   
 LU0475  ___________________________________________________________________
 LU0475  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 LU0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0475
 LU0475.The horizontal coordinates were scaled from a topographic map and have
 LU0475.an estimated accuracy of +/- 6 seconds.
 LU0475
 LU0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0475.The vertical order pertains to the NGVD 29 superseded value.
 LU0475
 LU0475.The geoid height was determined by GEOID03.
 LU0475
 LU0475;                    North         East    Units  Estimated Accuracy
 LU0475;SPC CA 1     -   622,280.    1,938,160.      MT  (+/- 180 meters Scaled)
 LU0475
 LU0475                          SUPERSEDED SURVEY CONTROL
 LU0475
 LU0475  NGVD 29 (??/??/92)  513.441  (m)         1684.51   (f) ADJ UNCH    2 0
 LU0475
 LU0475.Superseded values are not recommended for survey control.
 LU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0475.See file dsdata.txt to determine how the superseded data were derived.
 LU0475
 LU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK229757(NAD 83)
 LU0475_MARKER: N = NAIL
 LU0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0475_SP_SET: TREE
 LU0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0475
 LU0475  HISTORY     - Date     Condition        Report By
 LU0475  HISTORY     - UNK      MONUMENTED       USGS
 LU0475  HISTORY     - 1949     GOOD             NGS
 LU0475  HISTORY     - 1977     MARK NOT FOUND   USGS
 LU0475
 LU0475                          STATION DESCRIPTION
 LU0475
 LU0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0475'8.5 MI W FROM ONO.
 LU0475'7.6 MILES SOUTHWEST ALONG THE PLATINA ROAD FROM THE POST OFFICE
 LU0475'AT ONO, THENCE 0.9 MILE NORTH ALONG THE BULLY CHOOP ROAD, ON
 LU0475'THE TOP OF A RIDGE, 18 FEET EAST OF THE CENTER LINE OF THE
 LU0475'ROAD, ABOUT LEVEL WITH THE GROUND, AND IN THE TOP OF A ROOT ON
 LU0475'THE WEST SIDE OF AN 18-INCH PINE TREE.
 LU0475
 LU0475                          STATION RECOVERY (1977)
 LU0475
 LU0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LU0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0547 ***********************************************************************
 MX0547  DESIGNATION -  1689
 MX0547  PID         -  MX0547
 MX0547  STATE/COUNTY-  CA/SISKIYOU
 MX0547  USGS QUAD   -  SAWYERS BAR (1979)
 MX0547
 MX0547                         *CURRENT SURVEY CONTROL
 MX0547  ___________________________________________________________________
 MX0547* NAD 83(1986)-  41 17 22.     (N)    123 14 44.     (W)     SCALED    
 MX0547* NAVD 88     -       524.248  (meters)    1719.97   (feet)  ADJUSTED  
 MX0547  ___________________________________________________________________
 MX0547  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 MX0547  DYNAMIC HT  -         523.960 (meters)    1719.03  (feet)  COMP
 MX0547  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 MX0547
 MX0547  VERT ORDER  -  SECOND    CLASS 0
 MX0547
 MX0547.The horizontal coordinates were scaled from a topographic map and have
 MX0547.an estimated accuracy of +/- 6 seconds.
 MX0547
 MX0547.The orthometric height was determined by differential leveling
 MX0547.and adjusted in June 1991.
 MX0547.WARNING-Repeat measurements at this control monument indicate possible
 MX0547.vertical movement.
 MX0547
 MX0547.The geoid height was determined by GEOID03.
 MX0547
 MX0547.The dynamic height is computed by dividing the NAVD 88
 MX0547.geopotential number by the normal gravity value computed on the
 MX0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0547.degrees latitude (g = 980.6199 gals.).
 MX0547
 MX0547.The modeled gravity was interpolated from observed gravity values.
 MX0547
 MX0547;                    North         East    Units  Estimated Accuracy
 MX0547;SPC CA 1     -   717,950.    1,895,680.      MT  (+/- 180 meters Scaled)
 MX0547
 MX0547                          SUPERSEDED SURVEY CONTROL
 MX0547
 MX0547  NGVD 29 (??/??/??)  523.209  (m)         1716.56   (f) ADJUSTED    2 0
 MX0547
 MX0547.Superseded values are not recommended for survey control.
 MX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0547.See file dsdata.txt to determine how the superseded data were derived.
 MX0547
 MX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL794709(NAD 83)
 MX0547_MARKER: DD = SURVEY DISK
 MX0547_SETTING: 80 = SET IN A BOULDER
 MX0547_STAMPING: 1689 1907 22
 MX0547_MARK LOGO: USGS  
 MX0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0547+STABILITY: SURFACE MOTION
 MX0547
 MX0547  HISTORY     - Date     Condition        Report By
 MX0547  HISTORY     - 1907     MONUMENTED       USGS
 MX0547  HISTORY     - 1942     GOOD             CGS
 MX0547
 MX0547                          STATION DESCRIPTION
 MX0547
 MX0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MX0547'6 MI NE FROM FORKS OF SALMON.
 MX0547'6.0 MILES NORTHEAST ALONG THE ETNA-SOMESBAR ROAD FROM THE
 MX0547'POST OFFICE AT FORKS OF SALMON, SISKIYOU COUNTY, AT A HAIRPIN
 MX0547'CURVE IN THE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE
 MX0547'ROAD, AND IN THE TOP OF A SMALL BOULDER.  A UNITED STATES
 MX0547'GEOLOGICAL SURVEY STANDARD DISK, STAMPED---1689 1907 22---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2170 ***********************************************************************
 JS2170  HT_MOD      -  This is a Height Modernization Survey Station.
 JS2170  DESIGNATION -  169
 JS2170  PID         -  JS2170
 JS2170  STATE/COUNTY-  CA/YOLO
 JS2170  USGS QUAD   -  MADISON (1992)
 JS2170
 JS2170                         *CURRENT SURVEY CONTROL
 JS2170  ___________________________________________________________________
 JS2170* NAD 83(2007)-  38 44 12.69774(N)    121 57 15.85827(W)     ADJUSTED  
 JS2170* NAVD 88     -        52.50   (meters)     172.2    (feet)  GPS OBS   
 JS2170  ___________________________________________________________________
 JS2170  EPOCH DATE  -        2007.00
 JS2170  X           -  -2,636,523.171 (meters)                     COMP
 JS2170  Y           -  -4,226,800.066 (meters)                     COMP
 JS2170  Z           -   3,969,586.582 (meters)                     COMP
 JS2170  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 JS2170  ELLIP HEIGHT-          21.740 (meters)          (02/10/07) ADJUSTED
 JS2170  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JS2170
 JS2170  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JS2170  Type    PID    Designation                      North   East  Ellip
 JS2170  -------------------------------------------------------------------
 JS2170  NETWORK JS2170 169                               0.43   0.41   1.18
 JS2170  -------------------------------------------------------------------
 JS2170
 JS2170.The horizontal coordinates were established by GPS observations
 JS2170.and adjusted by the National Geodetic Survey in February 2007.
 JS2170
 JS2170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JS2170.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JS2170.The horizontal coordinates are valid at the epoch date displayed above.
 JS2170.The epoch date for horizontal control is a decimal equivalence
 JS2170.of Year/Month/Day.
 JS2170
 JS2170.The orthometric height was determined by GPS observations and a
 JS2170.high-resolution geoid model.
 JS2170.The orthometric height was determined by GPS observations and a
 JS2170.high-resolution geoid model using precise GPS observation and
 JS2170.processing techniques.
 JS2170
 JS2170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS2170
 JS2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS2170
 JS2170.The ellipsoidal height was determined by GPS observations
 JS2170.and is referenced to NAD 83.
 JS2170
 JS2170.The geoid height was determined by GEOID03.
 JS2170
 JS2170;                    North         East     Units Scale Factor Converg.
 JS2170;SPC CA 2     -   618,798.387 2,003,964.046   MT  0.99993299   +0 01 43.5
 JS2170;SPC CA 2     - 2,030,174.37  6,574,672.04   sFT  0.99993299   +0 01 43.5
 JS2170;UTM  10      - 4,288,095.265   590,875.402   MT  0.99970169   +0 39 15.6
 JS2170
 JS2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS2170!SPC CA 2     -   0.99999659  x   0.99993299  =   0.99992958
 JS2170!UTM  10      -   0.99999659  x   0.99970169  =   0.99969828
 JS2170
 JS2170                          SUPERSEDED SURVEY CONTROL
 JS2170
 JS2170  NAD 83(1998)-  38 44 12.69568(N)    121 57 15.85660(W) AD(2002.53) 1
 JS2170  ELLIP H (02/03/03)   21.778  (m)                       GP(2002.53) 4 1
 JS2170  NAD 83(1998)-  38 44 12.69445(N)    121 57 15.85546(W) AD(1999.51) 1
 JS2170  ELLIP H (05/12/00)   21.788  (m)                       GP(1999.51) 4 1
 JS2170  NGVD 29 (??/??/??)   51.73   (m)          169.7    (f) RESET       3  
 JS2170
 JS2170.Superseded values are not recommended for survey control.
 JS2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2170.See file dsdata.txt to determine how the superseded data were derived.
 JS2170
 JS2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9087588095(NAD 83)
 JS2170_MARKER: P = PIPE CAP
 JS2170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2170_STAMPING: 169 B 1904 S 2
 JS2170_MARK LOGO: USGS  
 JS2170_PROJECTION: PROJECTING 10 CENTIMETERS
 JS2170_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2170+STABILITY: SURFACE MOTION
 JS2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS2170+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1999
 JS2170
 JS2170  HISTORY     - Date     Condition        Report By
 JS2170  HISTORY     - 1904     MONUMENTED       USGS
 JS2170  HISTORY     - 1966     GOOD             NGS
 JS2170  HISTORY     - 19990717 GOOD             CA-113
 JS2170  HISTORY     - 20020826 GOOD             FRAME
 JS2170
 JS2170                          STATION DESCRIPTION
 JS2170
 JS2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JS2170'3.8 MI N FROM MADISON.
 JS2170'2.4 MILES NORTH ALONG COUNTY ROAD 89 FROM THE JUNCTION OF STATE
 JS2170'HIGHWAY 16 AT MADISON, THENCE 1.35 MILES NORTH ALONG STATE
 JS2170'HIGHWAY 505, AT THE SOUTHEAST CORNER OF THE JUNCTION OF COUNTY
 JS2170'ROAD 17, 114 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JS2170'26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 92 FEET SOUTH
 JS2170'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 12-INCH PIPE
 JS2170'CULVERT, 53 FEET NORTH OF A POWER POLE BEARING THREE TRANSFORMERS,
 JS2170'36 FEET NORTH OF A FENCE CORNER POST, 42 FEET NORTHWEST OF A
 JS2170'TELEPHONE POLE SUPPORTING A METER, 1.0 FOOT WEST OF A WITNESS
 JS2170'POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A
 JS2170'3-INCH PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JS2170
 JS2170                          STATION RECOVERY (1999)
 JS2170
 JS2170'RECOVERY NOTE BY YOLO COUNTY CALIFORNIA 1999 (JHF)
 JS2170'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 JS2170'STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-NORTHWEST OF WOODLAND
 JS2170'AND ABOUT 4.5 MI (7.2 KM) NORTH OF MADISON, ALONG THE FROMTAGE ROAD
 JS2170'FOR INTERSTATE HIGHWAY 505.  TO REACH THE STATION FROM THE
 JS2170'INTERSECTION OF HIGHWAY 505 AND STATE HIGHWAY 16, ABOUT 0.5 MI (0.8
 JS2170'KM) EAST OF MADISON, GO NORTH ON HIGHWAY 505 FOR ABOUT 3.0 MI (4.8 KM)
 JS2170'TO THE ROAD 19 EXIT.  TAKE THE EXIT OFF-RAMP AND GO NORTH FOR ABOUT
 JS2170'0.1 MI (0.2 KM) TO ROAD 19.  TURN RIGHT AND GO EAST ON ROAD 19 FOR
 JS2170'ABOUT 0.05 MI (0.08 KM) TO THE INTERSECTION WITH ROAD 90A. TURN LEFT
 JS2170'AND GO NORTH ON ROAD 90A FOR ABOUT 1.3 MI (2.1 KM) TO A SIDE ROAD
 JS2170'RIGHT, ROAD 17.  TURN RIGHT AND GO EAST FOR ABOUT 35 M (114.8 FT) TO
 JS2170'THE STATION ON THE RIGHT.  THE STATION IS 34.5 M (113.2 FT) EAST OF
 JS2170'THE CENTERLINE OF ROAD 90A, ABOUT 15 M (49.2 FT) NORTH OF A POWER
 JS2170'POLE, 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF ROAD 17, 2.6 M (8.5
 JS2170'FT) SOUTH OF A CONCRETE HEADWALL, 1.0 M (3.3 FT) WEST OF A METAL
 JS2170'WITNESS POST AND 1.0 M (3.3 FT) NORTH OF A CARSONITE WITNESS POST.
 JS2170
 JS2170                          STATION RECOVERY (2002)
 JS2170
 JS2170'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF)
 JS2170'RECOVERED AS DESCRIBED.  NOTE--PIPE DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1239 ***********************************************************************
 FU1239  DESIGNATION -  169 A DWR
 FU1239  PID         -  FU1239
 FU1239  STATE/COUNTY-  CA/KERN
 FU1239  USGS QUAD   -  LOKERN (1973)
 FU1239
 FU1239                         *CURRENT SURVEY CONTROL
 FU1239  ___________________________________________________________________
 FU1239* NAD 83(1986)-  35 23 38.     (N)    119 33 32.     (W)     SCALED    
 FU1239* NAVD 88     -        96.98   (+/-2cm)     318.2    (feet)  VERTCON   
 FU1239  ___________________________________________________________________
 FU1239  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 FU1239  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1239
 FU1239.The horizontal coordinates were scaled from a topographic map and have
 FU1239.an estimated accuracy of +/- 6 seconds.
 FU1239
 FU1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1239.The vertical order pertains to the NGVD 29 superseded value.
 FU1239
 FU1239.The geoid height was determined by GEOID03.
 FU1239
 FU1239;                    North         East    Units  Estimated Accuracy
 FU1239;SPC CA 5     -   711,180.    1,858,390.      MT  (+/- 180 meters Scaled)
 FU1239
 FU1239                          SUPERSEDED SURVEY CONTROL
 FU1239
 FU1239  NGVD 29 (??/??/92)   96.18   (m)          315.6    (f) COMPUTED    1 2
 FU1239
 FU1239.Superseded values are not recommended for survey control.
 FU1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1239.See file dsdata.txt to determine how the superseded data were derived.
 FU1239
 FU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV675197(NAD 83)
 FU1239_MARKER: DD = SURVEY DISK
 FU1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1239_SP_SET: CONCRETE FOUNDATION
 FU1239_STAMPING: 169 A 1963
 FU1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1239
 FU1239  HISTORY     - Date     Condition        Report By
 FU1239  HISTORY     - 1963     MONUMENTED       CADWR
 FU1239  HISTORY     - 1964     GOOD             NGS
 FU1239  HISTORY     - 1967     GOOD             NGS
 FU1239
 FU1239                          STATION DESCRIPTION
 FU1239
 FU1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1239'5.2 MI W FROM BUTTONWILLOW.
 FU1239'4.15 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC
 FU1239'STATION AT BUTTONWILLOW, THENCE 1.0 MILE WEST ALONG A TRACK
 FU1239'ROAD FOLLOWING A STEEL TOWER POWER LINE, IN THE TOP OF THE
 FU1239'CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF A STEEL TOWER,
 FU1239'0.5 FOOT SOUTHEAST OF THE SOUTHEAST STEEL LEG OF THE TOWER,
 FU1239'1.9 FEET SOUTH OF A WITNESS POST AND ABOUT 1 1/2 FEET ABOVE THE
 FU1239'GROUND.
 FU1239
 FU1239                          STATION RECOVERY (1967)
 FU1239
 FU1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FU1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1240 ***********************************************************************
 FU1240  DESIGNATION -  169 DWR
 FU1240  PID         -  FU1240
 FU1240  STATE/COUNTY-  CA/KERN
 FU1240  USGS QUAD   -  LOKERN (1973)
 FU1240
 FU1240                         *CURRENT SURVEY CONTROL
 FU1240  ___________________________________________________________________
 FU1240* NAD 83(1986)-  35 23 53.     (N)    119 34 22.     (W)     SCALED    
 FU1240* NAVD 88     -       102.09   (+/-2cm)     334.9    (feet)  VERTCON   
 FU1240  ___________________________________________________________________
 FU1240  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 FU1240  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1240
 FU1240.The horizontal coordinates were scaled from a topographic map and have
 FU1240.an estimated accuracy of +/- 6 seconds.
 FU1240
 FU1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1240.The vertical order pertains to the NGVD 29 superseded value.
 FU1240
 FU1240.The geoid height was determined by GEOID03.
 FU1240
 FU1240;                    North         East    Units  Estimated Accuracy
 FU1240;SPC CA 5     -   711,670.    1,857,130.      MT  (+/- 180 meters Scaled)
 FU1240
 FU1240                          SUPERSEDED SURVEY CONTROL
 FU1240
 FU1240  NGVD 29 (??/??/92)  101.31   (m)          332.4    (f) COMPUTED    1 1
 FU1240
 FU1240.Superseded values are not recommended for survey control.
 FU1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1240.See file dsdata.txt to determine how the superseded data were derived.
 FU1240
 FU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV663202(NAD 83)
 FU1240_MARKER: DD = SURVEY DISK
 FU1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1240_STAMPING: BM 169 RM 3 SJA 107 1959
 FU1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1240+STABILITY: SURFACE MOTION
 FU1240
 FU1240  HISTORY     - Date     Condition        Report By
 FU1240  HISTORY     - 1959     MONUMENTED       CADWR
 FU1240  HISTORY     - 1964     GOOD             NGS
 FU1240  HISTORY     - 1966     GOOD             NGS
 FU1240
 FU1240                          STATION DESCRIPTION
 FU1240
 FU1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1240'5.8 MI W FROM BUTTONWILLOW.
 FU1240'3.7 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC
 FU1240'STATION AT BUTTONWILLOW, THENCE 2.1 MILES WEST ALONG LOWKERN
 FU1240'ROAD, (0.65 MILE WEST ALONG A STEEL TOWER POWER LINE, THENCE
 FU1240'0.25 MILE NORTH ACROSS COUNTRY FROM BENCH MARK 169A (DWR)),
 FU1240'AT THE JUNCTION OF A ROAD NORTH, 49 FEET SOUTH OF THE CENTER
 FU1240'LINE OF LOWKERN ROAD, 2 1/2 FEET EAST OF THE EXTENDED CENTER
 FU1240'LINE OF THE ROAD NORTH, 3.0 FEET SOUTH OF A WITNESS POST,
 FU1240'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 FU1240'WHICH PROJECTS 0.1 FOOT.
 FU1240
 FU1240                          STATION RECOVERY (1966)
 FU1240
 FU1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0267 ***********************************************************************
 KS0267  DESIGNATION -  169 H RESET
 KS0267  PID         -  KS0267
 KS0267  STATE/COUNTY-  CA/PLACER
 KS0267  USGS QUAD   -  TRUCKEE (1992)
 KS0267
 KS0267                         *CURRENT SURVEY CONTROL
 KS0267  ___________________________________________________________________
 KS0267* NAD 83(1986)-  39 18 36.     (N)    120 12 21.     (W)     SCALED    
 KS0267* NAVD 88     -      1792.08   (+/-2cm)    5879.5    (feet)  VERTCON   
 KS0267  ___________________________________________________________________
 KS0267  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KS0267  VERT ORDER  -  THIRD (See Below)
 KS0267
 KS0267.The horizontal coordinates were scaled from a topographic map and have
 KS0267.an estimated accuracy of +/- 6 seconds.
 KS0267
 KS0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0267.The vertical order pertains to the NGVD 29 superseded value.
 KS0267
 KS0267.The geoid height was determined by GEOID03.
 KS0267
 KS0267;                    North         East    Units  Estimated Accuracy
 KS0267;SPC CA 2     -   683,950.    2,154,720.      MT  (+/- 180 meters Scaled)
 KS0267
 KS0267                          SUPERSEDED SURVEY CONTROL
 KS0267
 KS0267  NGVD 29 (??/??/??) 1790.86   (m)         5875.5    (f) RESET       3  
 KS0267
 KS0267.Superseded values are not recommended for survey control.
 KS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0267.See file dsdata.txt to determine how the superseded data were derived.
 KS0267
 KS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ409549(NAD 83)
 KS0267_MARKER: DD = SURVEY DISK
 KS0267_SETTING: 80 = SET IN A BOULDER
 KS0267_STAMPING: 169 H 1932 RESET 1957
 KS0267_MARK LOGO: CGS   
 KS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0267+STABILITY: SURFACE MOTION
 KS0267
 KS0267  HISTORY     - Date     Condition        Report By
 KS0267  HISTORY     - 1966     MONUMENTED       CADH
 KS0267
 KS0267                          STATION DESCRIPTION
 KS0267
 KS0267'DESCRIBED BY CA DIV OF HIGHWAYS 1966
 KS0267'2.2 MI S FROM TRUCKEE.
 KS0267'DONNER CREEK UNDERPASS OF SOUTHERN PACIFIC RAILROAD 0.6 MI. S. OF,
 KS0267'57 FT. LEFT OF CENTER OF STATE HIGHWAY AT ENGINEERS STATION
 KS0267'679+80, SET IN LARGE BOULDER, A STANDARD TABLET STAMPED 169 H 1932
 KS0267'RESET 1957 NOTE-- THE ABOVE BENCH MARK WAS RESET AND THE ELEVATION
 KS0267'DETERMINED BY THE CALIFORNIA STATE HIGHWAY CONSTRUCTION ENGINEERS
 KS0267'ON AN UNCHECKED SPURLINE.  JUNE 9, 1966.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6359 ***********************************************************************
 DH6359  DESIGNATION -  169 HUM 21.68
 DH6359  PID         -  DH6359
 DH6359  STATE/COUNTY-  CA/HUMBOLDT
 DH6359  USGS QUAD   -  JOHNSONS (1982)
 DH6359
 DH6359                         *CURRENT SURVEY CONTROL
 DH6359  ___________________________________________________________________
 DH6359* NAD 83(2007)-  41 16 43.42246(N)    123 49 59.04819(W)     ADJUSTED  
 DH6359* NAVD 88     -       104.0    (meters)     341.     (feet)  GPS OBS   
 DH6359  ___________________________________________________________________
 DH6359  EPOCH DATE  -        2007.00
 DH6359  X           -  -2,672,678.257 (meters)                     COMP
 DH6359  Y           -  -3,987,418.777 (meters)                     COMP
 DH6359  Z           -   4,185,785.395 (meters)                     COMP
 DH6359  LAPLACE CORR-          10.23  (seconds)                    DEFLEC99
 DH6359  ELLIP HEIGHT-          75.673 (meters)          (02/10/07) ADJUSTED
 DH6359  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DH6359
 DH6359  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6359  Type    PID    Designation                      North   East  Ellip
 DH6359  -------------------------------------------------------------------
 DH6359  NETWORK DH6359 169 HUM 21.68                     3.65   3.59   6.61
 DH6359  -------------------------------------------------------------------
 DH6359
 DH6359.The horizontal coordinates were established by GPS observations
 DH6359.and adjusted by the National Geodetic Survey in February 2007.
 DH6359
 DH6359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6359.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6359.The horizontal coordinates are valid at the epoch date displayed above.
 DH6359.The epoch date for horizontal control is a decimal equivalence
 DH6359.of Year/Month/Day.
 DH6359
 DH6359.The orthometric height was determined by GPS observations and a
 DH6359.high-resolution geoid model.
 DH6359
 DH6359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6359
 DH6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6359
 DH6359.The ellipsoidal height was determined by GPS observations
 DH6359.and is referenced to NAD 83.
 DH6359
 DH6359.The geoid height was determined by GEOID03.
 DH6359
 DH6359;                    North         East     Units Scale Factor Converg.
 DH6359;SPC CA 1     -   717,620.552 1,846,448.724   MT  0.99992456   -1 11 55.0
 DH6359;SPC CA 1     - 2,354,393.43  6,057,890.52   sFT  0.99992456   -1 11 55.0
 DH6359;UTM  10      - 4,570,033.938   430,233.285   MT  0.99965990   -0 32 58.6
 DH6359
 DH6359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6359!SPC CA 1     -   0.99998813  x   0.99992456  =   0.99991269
 DH6359!UTM  10      -   0.99998813  x   0.99965990  =   0.99964803
 DH6359
 DH6359                          SUPERSEDED SURVEY CONTROL
 DH6359
 DH6359  NAD 83(1998)-  41 16 43.42104(N)    123 49 59.04911(W) AD(2004.69) B
 DH6359  ELLIP H (09/28/05)   75.675  (m)                       GP(       ) 4 1
 DH6359
 DH6359.Superseded values are not recommended for survey control.
 DH6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6359.See file dsdata.txt to determine how the superseded data were derived.
 DH6359
 DH6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL3023370034(NAD 83)
 DH6359_MARKER: DD = SURVEY DISK
 DH6359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6359_STAMPING: 169-H-21.68
 DH6359_MARK LOGO: CSRC  
 DH6359_PROJECTION: RECESSED 5 CENTIMETERS
 DH6359_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6359+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 DH6359_ROD/PIPE-DEPTH: 3.5  meters
 DH6359
 DH6359  HISTORY     - Date     Condition        Report By
 DH6359  HISTORY     - 20041010 MONUMENTED       CADT
 DH6359
 DH6359                          STATION DESCRIPTION
 DH6359
 DH6359'DESCRIBED BY CALTRANS 2004 (REB)
 DH6359'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON HIGHWAY 169 APPROXIMATLEY
 DH6359'19.4 KM (12 MI)  NORTHWESTERLY OF WEITCHPEC.
 DH6359' 
 DH6359'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 299  AND
 DH6359'96 IN WILLOW  CREEK, GO NORTH ALONG HIGHWAY 96 37.4 KM (22.95 MI) TO
 DH6359'THE KLAMATH RIVER BRIDGE  (NUMBER 4-44) IN WEITCHPEC, CONTINUE ACROSS
 DH6359'BRIDGE TO THE INTERSECTION OF HIGHWAY 169   POSTMILE 23.06 TURN LEFT
 DH6359'ONTO HIGHWAY 169 AND GO 19.3 KM (11.9 MI) TO POST MILE 21.68 AND  THE
 DH6359'STATION ON THE LEFT.
 DH6359' 
 DH6359'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6359'SET IN CONCRETE  FLUSH WITH THE GROUND. 3.6 M  NORTH OF A  ORANGE
 DH6359'CARSONITE POST,  40.3 M  SOUTHEAST OF A  STOP SIGN POST, 7.5 M SOUTH
 DH6359'OF THE EDGE OF PAVEMENT OF HIGHWAY 169.
 DH6359' 
 DH6359'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6359'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6359'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6359'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6359'EUREKA..
 DH6359' 
 DH6359'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6359'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6361 ***********************************************************************
 DH6361  DESIGNATION -  169 HUM 27.07
 DH6361  PID         -  DH6361
 DH6361  STATE/COUNTY-  CA/HUMBOLDT
 DH6361  USGS QUAD   -  FRENCH CAMP RIDGE (1983)
 DH6361
 DH6361                         *CURRENT SURVEY CONTROL
 DH6361  ___________________________________________________________________
 DH6361* NAD 83(2007)-  41 14 49.47866(N)    123 46 18.69664(W)     ADJUSTED  
 DH6361* NAVD 88     -        99.9    (meters)     328.     (feet)  GPS OBS   
 DH6361  ___________________________________________________________________
 DH6361  EPOCH DATE  -        2007.00
 DH6361  X           -  -2,669,704.099 (meters)                     COMP
 DH6361  Y           -  -3,992,196.404 (meters)                     COMP
 DH6361  Z           -   4,183,140.517 (meters)                     COMP
 DH6361  LAPLACE CORR-           9.41  (seconds)                    DEFLEC99
 DH6361  ELLIP HEIGHT-          71.804 (meters)          (02/10/07) ADJUSTED
 DH6361  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DH6361
 DH6361  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6361  Type    PID    Designation                      North   East  Ellip
 DH6361  -------------------------------------------------------------------
 DH6361  NETWORK DH6361 169 HUM 27.07                     2.90   2.86   5.43
 DH6361  -------------------------------------------------------------------
 DH6361
 DH6361.The horizontal coordinates were established by GPS observations
 DH6361.and adjusted by the National Geodetic Survey in February 2007.
 DH6361
 DH6361.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6361.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6361.The horizontal coordinates are valid at the epoch date displayed above.
 DH6361.The epoch date for horizontal control is a decimal equivalence
 DH6361.of Year/Month/Day.
 DH6361
 DH6361.The orthometric height was determined by GPS observations and a
 DH6361.high-resolution geoid model.
 DH6361
 DH6361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6361
 DH6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6361
 DH6361.The ellipsoidal height was determined by GPS observations
 DH6361.and is referenced to NAD 83.
 DH6361
 DH6361.The geoid height was determined by GEOID03.
 DH6361
 DH6361;                    North         East     Units Scale Factor Converg.
 DH6361;SPC CA 1     -   714,000.937 1,851,504.238   MT  0.99992044   -1 09 30.9
 DH6361;SPC CA 1     - 2,342,518.07  6,074,476.82   sFT  0.99992044   -1 09 30.9
 DH6361;UTM  10      - 4,566,472.800   435,328.134   MT  0.99965147   -0 30 32.1
 DH6361
 DH6361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6361!SPC CA 1     -   0.99998874  x   0.99992044  =   0.99990918
 DH6361!UTM  10      -   0.99998874  x   0.99965147  =   0.99964021
 DH6361
 DH6361                          SUPERSEDED SURVEY CONTROL
 DH6361
 DH6361  NAD 83(1998)-  41 14 49.47728(N)    123 46 18.69748(W) AD(2004.69) B
 DH6361  ELLIP H (09/28/05)   71.806  (m)                       GP(       ) 4 1
 DH6361
 DH6361.Superseded values are not recommended for survey control.
 DH6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6361.See file dsdata.txt to determine how the superseded data were derived.
 DH6361
 DH6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL3532866473(NAD 83)
 DH6361_MARKER: DD = SURVEY DISK
 DH6361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6361_STAMPING: 169-H-27.07
 DH6361_MARK LOGO: CSRC  
 DH6361_PROJECTION: RECESSED 5 CENTIMETERS
 DH6361_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6361+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DH6361_ROD/PIPE-DEPTH: 3.5  meters
 DH6361
 DH6361  HISTORY     - Date     Condition        Report By
 DH6361  HISTORY     - 20041020 MONUMENTED       CADT
 DH6361
 DH6361                          STATION DESCRIPTION
 DH6361
 DH6361'DESCRIBED BY CALTRANS 2004 (REB)
 DH6361'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON HIGHWAY 169 APPROXIMATLEY
 DH6361'10.5 KM (6.5 MI)  NORTHWESTERLY OF WEITCHPEC.
 DH6361' 
 DH6361'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 299  AND
 DH6361'96 IN WILLOW  CREEK, GO NORTH ALONG HIGHWAY 96 37.4 KM (22.95 MI) TO
 DH6361'THE KLAMATH RIVER BRIDGE (NUMBER  4-44) IN WEITCHPEC, CONTINUE ACROSS
 DH6361'BRIDGE TO THE INTERSECTION OF HIGHWAY 169  POSTMILE  23.06 TURN LEFT
 DH6361'ONTO HIGHWAY 169 AND GO 10.53 KM (6.5 MI) TO POST MILE 27.07 AND THE
 DH6361'STATION  ON THE LEFT.
 DH6361' 
 DH6361'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6361'SET IN CONCRETE  FLUSH WITH THE GROUND. 3.2 M EAST OF A  ORANGE
 DH6361'CARSONITE POST,  65.7 M SOUTHWEST OF THE  SOUTHWEST CONCRETE BARRIER
 DH6361'RAIL OF MINERS CREEK BRIDGE (NO. 4-299),  AND 11.9 M  WEST  OF THE
 DH6361'EDGE OF PAVEMENT OF HIGHWAY 169.
 DH6361' 
 DH6361'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6361'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6361'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6361'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6361'EUREKA.
 DH6361' 
 DH6361'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6361'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0590 ***********************************************************************
 JS0590  DESIGNATION -  169 M USGS
 JS0590  PID         -  JS0590
 JS0590  STATE/COUNTY-  CA/EL DORADO
 JS0590  USGS QUAD   -  SLATE MTN (1973)
 JS0590
 JS0590                         *CURRENT SURVEY CONTROL
 JS0590  ___________________________________________________________________
 JS0590* NAD 83(1986)-  38 46 33.     (N)    120 44 53.     (W)     SCALED    
 JS0590* NAVD 88     -       410.18   (+/-2cm)    1345.7    (feet)  VERTCON   
 JS0590  ___________________________________________________________________
 JS0590  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 JS0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0590
 JS0590.The horizontal coordinates were scaled from a topographic map and have
 JS0590.an estimated accuracy of +/- 6 seconds.
 JS0590
 JS0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0590.The vertical order pertains to the NGVD 29 superseded value.
 JS0590
 JS0590.The geoid height was determined by GEOID03.
 JS0590
 JS0590;                    North         East    Units  Estimated Accuracy
 JS0590;SPC CA 2     -   623,870.    2,108,780.      MT  (+/- 180 meters Scaled)
 JS0590
 JS0590                          SUPERSEDED SURVEY CONTROL
 JS0590
 JS0590  NGVD 29 (??/??/92)  409.335  (m)         1342.96   (f) ADJ UNCH    2 0
 JS0590
 JS0590.Superseded values are not recommended for survey control.
 JS0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0590.See file dsdata.txt to determine how the superseded data were derived.
 JS0590
 JS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH956943(NAD 83)
 JS0590_MARKER: DB = BENCH MARK DISK
 JS0590_SETTING: 66 = SET IN ROCK OUTCROP
 JS0590_SP_SET: ROCK OUTCROP
 JS0590_STAMPING: 169 M 1933 1343
 JS0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0590+STABILITY: POSITION/ELEVATION WELL
 JS0590
 JS0590  HISTORY     - Date     Condition        Report By
 JS0590  HISTORY     - 1933     MONUMENTED       USGS
 JS0590  HISTORY     - 1948     GOOD             NGS
 JS0590  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0590
 JS0590                          STATION DESCRIPTION
 JS0590
 JS0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0590'6.4 MI NE FROM PLACERVILLE.
 JS0590'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0590'PLACERVILLE, THENCE 5.9 MILES NORTHEAST ALONG THE MOSQUITO
 JS0590'ROAD, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 37
 JS0590'FEET SOUTHWEST OF THE SOUTHEAST END OF A SWING BRIDGE OVER
 JS0590'SOUTH FORK OF AMERICAN RIVER, AND ABOUT 2 FEET ABOVE THE SURFACE
 JS0590'OF THE ROAD, IN LEDGE OF ROCK OUTCROP PROJECTING 20 INCHES
 JS0590'ABOVE THE GROUND.
 JS0590
 JS0590                          STATION RECOVERY (2004)
 JS0590
 JS0590'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1792 ***********************************************************************
 GU1792  DESIGNATION -  169.40 L
 GU1792  PID         -  GU1792
 GU1792  STATE/COUNTY-  CA/KINGS
 GU1792  USGS QUAD   -  LA CIMA (1978)
 GU1792
 GU1792                         *CURRENT SURVEY CONTROL
 GU1792  ___________________________________________________________________
 GU1792* NAD 83(1986)-  36 02 54.     (N)    120 00 21.     (W)     SCALED    
 GU1792* NAVD 88     -       100.377  (meters)     329.32   (feet)  ADJUSTED  
 GU1792  ___________________________________________________________________
 GU1792  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 GU1792  DYNAMIC HT  -         100.286 (meters)     329.02  (feet)  COMP
 GU1792  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 GU1792
 GU1792  VERT ORDER  -  FIRST     CLASS I
 GU1792
 GU1792.The horizontal coordinates were scaled from a topographic map and have
 GU1792.an estimated accuracy of +/- 6 seconds.
 GU1792
 GU1792.The orthometric height was determined by differential leveling
 GU1792.and adjusted in June 1991.
 GU1792
 GU1792.The geoid height was determined by GEOID03.
 GU1792
 GU1792.The dynamic height is computed by dividing the NAVD 88
 GU1792.geopotential number by the normal gravity value computed on the
 GU1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1792.degrees latitude (g = 980.6199 gals.).
 GU1792
 GU1792.The modeled gravity was interpolated from observed gravity values.
 GU1792
 GU1792;                    North         East    Units  Estimated Accuracy
 GU1792;SPC CA 4     -   579,810.    1,909,370.      MT  (+/- 180 meters Scaled)
 GU1792
 GU1792                          SUPERSEDED SURVEY CONTROL
 GU1792
 GU1792  NGVD 29 (??/??/92)   99.453  (m)          326.29   (f) ADJ UNCH    1 1
 GU1792
 GU1792.Superseded values are not recommended for survey control.
 GU1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1792.See file dsdata.txt to determine how the superseded data were derived.
 GU1792
 GU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE697934(NAD 83)
 GU1792_MARKER: DD = SURVEY DISK
 GU1792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1792_SP_SET: WINGWALL
 GU1792_STAMPING: 169.40 L
 GU1792_MARK LOGO: BOR   
 GU1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1792+STABILITY: SURFACE MOTION
 GU1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1792+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1792
 GU1792  HISTORY     - Date     Condition        Report By
 GU1792  HISTORY     - UNK      MONUMENTED       BOR
 GU1792  HISTORY     - 1967     GOOD             NGS
 GU1792  HISTORY     - 1971     GOOD             NGS
 GU1792  HISTORY     - 19890214 GOOD             NGS
 GU1792
 GU1792                          STATION DESCRIPTION
 GU1792
 GU1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1792'3.1 MI NW FROM KETTLEMAN CITY.
 GU1792'3.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1792'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.7 FEET
 GU1792'SOUTH OF THE NORTH END OF THE NORTHWEST CONCRETE WING WALL OF
 GU1792'30TH AVENUE BRIDGE OVER THE AQUEDUCT, 16 FEET WEST OF THE CENTER
 GU1792'LINE OF THE AVENUE, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU1792'NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GU1792
 GU1792                          STATION RECOVERY (1971)
 GU1792
 GU1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1792'RECOVERED IN GOOD CONDITION.
 GU1792
 GU1792                          STATION RECOVERY (1989)
 GU1792
 GU1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1816 ***********************************************************************
 GU1816  DESIGNATION -  169.40 R
 GU1816  PID         -  GU1816
 GU1816  STATE/COUNTY-  CA/KINGS
 GU1816  USGS QUAD   -  LA CIMA (1978)
 GU1816
 GU1816                         *CURRENT SURVEY CONTROL
 GU1816  ___________________________________________________________________
 GU1816* NAD 83(1986)-  36 02 56.     (N)    120 00 19.     (W)     SCALED    
 GU1816* NAVD 88     -       100.409  (meters)     329.43   (feet)  ADJUSTED  
 GU1816  ___________________________________________________________________
 GU1816  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 GU1816  DYNAMIC HT  -         100.319 (meters)     329.13  (feet)  COMP
 GU1816  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 GU1816
 GU1816  VERT ORDER  -  FIRST     CLASS I
 GU1816
 GU1816.The horizontal coordinates were scaled from a topographic map and have
 GU1816.an estimated accuracy of +/- 6 seconds.
 GU1816
 GU1816.The orthometric height was determined by differential leveling
 GU1816.and adjusted in June 1991.
 GU1816
 GU1816.The geoid height was determined by GEOID03.
 GU1816
 GU1816.The dynamic height is computed by dividing the NAVD 88
 GU1816.geopotential number by the normal gravity value computed on the
 GU1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1816.degrees latitude (g = 980.6199 gals.).
 GU1816
 GU1816.The modeled gravity was interpolated from observed gravity values.
 GU1816
 GU1816;                    North         East    Units  Estimated Accuracy
 GU1816;SPC CA 4     -   579,870.    1,909,420.      MT  (+/- 180 meters Scaled)
 GU1816
 GU1816                          SUPERSEDED SURVEY CONTROL
 GU1816
 GU1816  NGVD 29 (??/??/92)   99.479  (m)          326.37   (f) ADJ UNCH    1 1
 GU1816
 GU1816.Superseded values are not recommended for survey control.
 GU1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1816.See file dsdata.txt to determine how the superseded data were derived.
 GU1816
 GU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE697935(NAD 83)
 GU1816_MARKER: DD = SURVEY DISK
 GU1816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU1816_SP_SET: WINGWALL
 GU1816_STAMPING: 169.40 R
 GU1816_MARK LOGO: BOR   
 GU1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1816+STABILITY: SURFACE MOTION
 GU1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU1816+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GU1816
 GU1816  HISTORY     - Date     Condition        Report By
 GU1816  HISTORY     - UNK      MONUMENTED       BOR
 GU1816  HISTORY     - 1967     GOOD             NGS
 GU1816  HISTORY     - 1971     GOOD             NGS
 GU1816  HISTORY     - 19890214 GOOD             NGS
 GU1816
 GU1816                          STATION DESCRIPTION
 GU1816
 GU1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU1816'3.1 MI NW FROM KETTLEMAN CITY.
 GU1816'3.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU1816'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.6 FEET
 GU1816'NORTH OF THE SOUTH END OF THE SOUTHEAST CONCRETE WING WALL OF
 GU1816'30TH AVENUE BRIDGE OVER THE AQUEDUCT, 15 FEET EAST OF THE CENTER
 GU1816'LINE OF THE AVENUE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU1816'SOUTHWEST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GU1816
 GU1816                          STATION RECOVERY (1971)
 GU1816
 GU1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GU1816'RECOVERED IN GOOD CONDITION.
 GU1816
 GU1816                          STATION RECOVERY (1989)
 GU1816
 GU1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0592 ***********************************************************************
 JS0592  DESIGNATION -  1692 USGS
 JS0592  PID         -  JS0592
 JS0592  STATE/COUNTY-  CA/EL DORADO
 JS0592  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0592
 JS0592                         *CURRENT SURVEY CONTROL
 JS0592  ___________________________________________________________________
 JS0592* NAD 83(1986)-  38 46 36.     (N)    120 45 10.     (W)     SCALED    
 JS0592* NAVD 88     -       516.42   (+/-2cm)    1694.3    (feet)  VERTCON   
 JS0592  ___________________________________________________________________
 JS0592  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 JS0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0592
 JS0592.The horizontal coordinates were scaled from a topographic map and have
 JS0592.an estimated accuracy of +/- 6 seconds.
 JS0592
 JS0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0592.The vertical order pertains to the NGVD 29 superseded value.
 JS0592
 JS0592.The geoid height was determined by GEOID03.
 JS0592
 JS0592;                    North         East    Units  Estimated Accuracy
 JS0592;SPC CA 2     -   623,960.    2,108,370.      MT  (+/- 180 meters Scaled)
 JS0592
 JS0592                          SUPERSEDED SURVEY CONTROL
 JS0592
 JS0592  NGVD 29 (??/??/92)  515.577  (m)         1691.52   (f) ADJ UNCH    2 0
 JS0592
 JS0592.Superseded values are not recommended for survey control.
 JS0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0592.See file dsdata.txt to determine how the superseded data were derived.
 JS0592
 JS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH952943(NAD 83)
 JS0592_MARKER: DB = BENCH MARK DISK
 JS0592_SETTING: 80 = SET IN A BOULDER
 JS0592_SP_SET: BOULDER
 JS0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0592+STABILITY: SURFACE MOTION
 JS0592
 JS0592  HISTORY     - Date     Condition        Report By
 JS0592  HISTORY     - UNK      MONUMENTED       USGS
 JS0592  HISTORY     - 1948     GOOD             NGS
 JS0592  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0592
 JS0592                          STATION DESCRIPTION
 JS0592
 JS0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0592'7.1 MI NE FROM PLACERVILLE.
 JS0592'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0592'PLACERVILLE, THENCE 6.6 MILES NORTHEAST ALONG THE MOSQUITO
 JS0592'ROAD, 60 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN BRIDGE
 JS0592'OVER FLUME, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 12
 JS0592'FEET SOUTH OF THE SOUTH EDGE OF THE FLUME, AND ABOUT 10 FEET
 JS0592'ABOVE THE SURFACE OF THE ROAD, ON THE TOP OF A LARGE GRANITE
 JS0592'BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND.
 JS0592
 JS0592                          STATION RECOVERY (2004)
 JS0592
 JS0592'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0631 ***********************************************************************
 JS0631  DESIGNATION -  1693.3 USGS
 JS0631  PID         -  JS0631
 JS0631  STATE/COUNTY-  CA/EL DORADO
 JS0631  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0631
 JS0631                         *CURRENT SURVEY CONTROL
 JS0631  ___________________________________________________________________
 JS0631* NAD 83(1986)-  38 45 38.     (N)    120 50 31.     (W)     SCALED    
 JS0631* NAVD 88     -       516.86   (+/-2cm)    1695.7    (feet)  VERTCON   
 JS0631  ___________________________________________________________________
 JS0631  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 JS0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0631
 JS0631.The horizontal coordinates were scaled from a topographic map and have
 JS0631.an estimated accuracy of +/- 6 seconds.
 JS0631
 JS0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0631.The vertical order pertains to the NGVD 29 superseded value.
 JS0631
 JS0631.The geoid height was determined by GEOID03.
 JS0631
 JS0631;                    North         East    Units  Estimated Accuracy
 JS0631;SPC CA 2     -   622,070.    2,100,650.      MT  (+/- 180 meters Scaled)
 JS0631
 JS0631                          SUPERSEDED SURVEY CONTROL
 JS0631
 JS0631  NGVD 29 (??/??/92)  516.036  (m)         1693.03   (f) ADJ UNCH    2 0
 JS0631
 JS0631.Superseded values are not recommended for survey control.
 JS0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0631.See file dsdata.txt to determine how the superseded data were derived.
 JS0631
 JS0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH875924(NAD 83)
 JS0631_MARKER: N = NAIL
 JS0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0631_SP_SET: TREE ROOT
 JS0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0631
 JS0631  HISTORY     - Date     Condition        Report By
 JS0631  HISTORY     - UNK      MONUMENTED       USGS
 JS0631  HISTORY     - 1935     GOOD             NGS
 JS0631
 JS0631                          STATION DESCRIPTION
 JS0631
 JS0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0631'3.5 MI NW FROM PLACERVILLE.
 JS0631'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM PLACERVILLE, EL
 JS0631'DORADO COUNTY, ON THE OUTSIDE OF A U-CURVE, 12 FEET NORTHEAST OF
 JS0631'THE CENTERLINE OF THE HIGHWAY, AND IN THE ROOT OF A 15-INCH TREE
 JS0631'PAINTED USBM 1693.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JS0631'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0583 ***********************************************************************
 DX0583  DESIGNATION -  1694 T
 DX0583  PID         -  DX0583
 DX0583  STATE/COUNTY-  CA/RIVERSIDE
 DX0583  USGS QUAD   -  VAIL LAKE (1988)
 DX0583
 DX0583                         *CURRENT SURVEY CONTROL
 DX0583  ___________________________________________________________________
 DX0583* NAD 83(1986)-  33 27 44.     (N)    116 54 51.     (W)     SCALED    
 DX0583* NAVD 88     -       517.43   (+/-2cm)    1697.6    (feet)  VERTCON   
 DX0583  ___________________________________________________________________
 DX0583  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DX0583  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0583
 DX0583.The horizontal coordinates were scaled from a topographic map and have
 DX0583.an estimated accuracy of +/- 6 seconds.
 DX0583
 DX0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0583.The vertical order pertains to the NGVD 29 superseded value.
 DX0583
 DX0583.The geoid height was determined by GEOID03.
 DX0583
 DX0583;                    North         East    Units  Estimated Accuracy
 DX0583;SPC CA 6     -   643,880.    1,938,260.      MT  (+/- 180 meters Scaled)
 DX0583
 DX0583                          SUPERSEDED SURVEY CONTROL
 DX0583
 DX0583  NGVD 29 (??/??/??)  516.699  (m)         1695.20   (f) ADJUSTED    1 2
 DX0583
 DX0583.Superseded values are not recommended for survey control.
 DX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0583.See file dsdata.txt to determine how the superseded data were derived.
 DX0583
 DX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT079025(NAD 83)
 DX0583_MARKER: P = PIPE CAP
 DX0583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0583_STAMPING: 1694 T
 DX0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0583
 DX0583  HISTORY     - Date     Condition        Report By
 DX0583  HISTORY     - UNK      MONUMENTED       USGS
 DX0583  HISTORY     - 1932     GOOD             NGS
 DX0583  HISTORY     - 1981     MARK NOT FOUND   DMA
 DX0583
 DX0583                          STATION DESCRIPTION
 DX0583
 DX0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DX0583'3.5 MI NW FROM AGUANGA.
 DX0583'AT INTERSECTION OF ROAD FROM AGUANGA TO HEMET WITH THE ROAD
 DX0583'LEADING TO TEMECULA, 314 FEET SOUTH OF CENTER OF INTERSECTION
 DX0583'AND 18 FEET WEST OF A ROAD LEADING SOUTH TO A RANCH HOUSE.  THIS
 DX0583'MARK IS NEAR THE SITE OF THE REDEC P.O. NOW ABANDONED.  A UNITED
 DX0583'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1694 T AND RIVETED
 DX0583'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 DX0583
 DX0583                          STATION RECOVERY (1981)
 DX0583
 DX0583'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981
 DX0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0706 ***********************************************************************
 HR0706  DESIGNATION -  16=3983
 HR0706  PID         -  HR0706
 HR0706  STATE/COUNTY-  CA/MARIPOSA
 HR0706  USGS QUAD   -  HALF DOME (1992)
 HR0706
 HR0706                         *CURRENT SURVEY CONTROL
 HR0706  ___________________________________________________________________
 HR0706* NAD 83(1986)-  37 44 23.     (N)    119 34 13.     (W)     SCALED    
 HR0706* NAVD 88     -      1215.48   (+/-2cm)    3987.8    (feet)  VERTCON   
 HR0706  ___________________________________________________________________
 HR0706  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HR0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0706
 HR0706.The horizontal coordinates were scaled from a topographic map and have
 HR0706.an estimated accuracy of +/- 6 seconds.
 HR0706
 HR0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0706.The vertical order pertains to the NGVD 29 superseded value.
 HR0706
 HR0706.The geoid height was determined by GEOID03.
 HR0706
 HR0706;                    North         East    Units  Estimated Accuracy
 HR0706;SPC CA 3     -   637,990.    2,081,940.      MT  (+/- 180 meters Scaled)
 HR0706
 HR0706                          SUPERSEDED SURVEY CONTROL
 HR0706
 HR0706  NGVD 29 (??/??/92) 1214.253  (m)         3983.76   (f) ADJ UNCH    2 0
 HR0706
 HR0706.Superseded values are not recommended for survey control.
 HR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0706.See file dsdata.txt to determine how the superseded data were derived.
 HR0706
 HR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB735800(NAD 83)
 HR0706_MARKER: DD = SURVEY DISK
 HR0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0706_SP_SET: CULVERT
 HR0706_STAMPING: 3983 B 1919
 HR0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0706
 HR0706  HISTORY     - Date     Condition        Report By
 HR0706  HISTORY     - 1919     MONUMENTED       USGS
 HR0706  HISTORY     - 1943     GOOD             NGS
 HR0706  HISTORY     - 20050503 MARK NOT FOUND   INDIV
 HR0706  HISTORY     - 20080628 MARK NOT FOUND   GEOCAC
 HR0706
 HR0706                          STATION DESCRIPTION
 HR0706
 HR0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0706'AT CAMP CURRY.
 HR0706'AT CAMP CURRY, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0706'400 FEET WEST OF THE PARKING AREA, AT CULVERT 357, IN THE EAST
 HR0706'END OF THE SOUTH GUARD WALL, 10 FEET SOUTH OF THE CENTERLINE OF
 HR0706'THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 HR0706'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3983 B 1919 AND ABOUT
 HR0706'6 INCHES UNDERGROUND.
 HR0706
 HR0706                          STATION RECOVERY (2005)
 HR0706
 HR0706'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 HR0706'SURFACE SEARCH ONLY.  NO ATTEMPT WAS MADE TO EXCAVATE OR PROBE THE
 HR0706'SITE.  A WEATHERED SPLIT LOG POST WAS VISIBLE.  GPS LOCATION IS SOUTH
 HR0706'OF ROAD FROM STONEMAN BRIDGE TO THE PINES CAMPGROUNDS AND EAST OF THE
 HR0706'INTERSECTING ROAD FROM CAMP CURRY.
 HR0706
 HR0706                          STATION RECOVERY (2008)
 HR0706
 HR0706'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 HR0706'PUBLISHED POSITION PUTS MARK UNDER INTERSECTION OF SOUTHSIDE DRIVE AND
 HR0706'ENTRANCE TO CURREY VILLAGE PARKING AREA.
 HR0706'75 FEET AWAY IN SE QUADRANT OF THIS T INTERSECTION MAY BE REMAINS OF A
 HR0706'WITNESS POST.  AREA IS CORDONED OFF.  DETAILED INVESTIGATION  NOT
 HR0706'POSSIBLE.
 HR0706'DID NOT SEE ANY BOULDERS OR CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0890 ***********************************************************************
 HR0890  DESIGNATION -  17
 HR0890  PID         -  HR0890
 HR0890  STATE/COUNTY-  CA/TUOLUMNE
 HR0890  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0890
 HR0890                         *CURRENT SURVEY CONTROL
 HR0890  ___________________________________________________________________
 HR0890* NAD 83(1986)-  37 52 05.     (N)    119 56 12.     (W)     SCALED    
 HR0890* NAVD 88     -      1272.34   (+/-2cm)    4174.3    (feet)  VERTCON   
 HR0890  ___________________________________________________________________
 HR0890  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 HR0890  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0890
 HR0890.The horizontal coordinates were scaled from a topographic map and have
 HR0890.an estimated accuracy of +/- 6 seconds.
 HR0890
 HR0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0890.The vertical order pertains to the NGVD 29 superseded value.
 HR0890
 HR0890.The geoid height was determined by GEOID03.
 HR0890
 HR0890;                    North         East    Units  Estimated Accuracy
 HR0890;SPC CA 3     -   651,980.    2,049,560.      MT  (+/- 180 meters Scaled)
 HR0890
 HR0890                          SUPERSEDED SURVEY CONTROL
 HR0890
 HR0890  NGVD 29 (??/??/92) 1271.481  (m)         4171.52   (f) ADJ UNCH    1 2
 HR0890
 HR0890.Superseded values are not recommended for survey control.
 HR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0890.See file dsdata.txt to determine how the superseded data were derived.
 HR0890
 HR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB416952(NAD 83)
 HR0890_MARKER: DD = SURVEY DISK
 HR0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0890_STAMPING: 17
 HR0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0890+STABILITY: SURFACE MOTION
 HR0890
 HR0890  HISTORY     - Date     Condition        Report By
 HR0890  HISTORY     - UNK      MONUMENTED       HHWS
 HR0890  HISTORY     - 1956     GOOD             NGS
 HR0890  HISTORY     - 19861023 MARK NOT FOUND   USPSQD
 HR0890
 HR0890                          STATION DESCRIPTION
 HR0890
 HR0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0890'5.1 MI W FROM MATHER.
 HR0890'5.1 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0890'MATHER, ON THE OUTSIDE OF A CURVE, ON THE SOUTHEAST BANK OF A
 HR0890'CUT, 56 1/2 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A SMALL
 HR0890'SPRING, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.9 FOOT
 HR0890'NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD,
 HR0890'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 HR0890'THE GROUND.
 HR0890
 HR0890                          STATION RECOVERY (1986)
 HR0890
 HR0890'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0305 ***********************************************************************
 JT0305  DESIGNATION -  17
 JT0305  PID         -  JT0305
 JT0305  STATE/COUNTY-  CA/SOLANO
 JT0305  USGS QUAD   -  MARE ISLAND (1980)
 JT0305
 JT0305                         *CURRENT SURVEY CONTROL
 JT0305  ___________________________________________________________________
 JT0305* NAD 83(1986)-  38 06 07.     (N)    122 16 11.     (W)     SCALED    
 JT0305* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 JT0305  ___________________________________________________________________
 JT0305  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JT0305  VERT ORDER  -  THIRD (See Below)
 JT0305
 JT0305.The horizontal coordinates were scaled from a topographic map and have
 JT0305.an estimated accuracy of +/- 6 seconds.
 JT0305
 JT0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0305.The vertical order pertains to the NGVD 29 superseded value.
 JT0305
 JT0305.The geoid height was determined by GEOID03.
 JT0305
 JT0305;                    North         East    Units  Estimated Accuracy
 JT0305;SPC CA 2     -   548,360.    1,976,340.      MT  (+/- 180 meters Scaled)
 JT0305
 JT0305                          SUPERSEDED SURVEY CONTROL
 JT0305
 JT0305  NGVD 29 (??/??/??)    2.88   (m)            9.4    (f) RESET       3  
 JT0305
 JT0305.Superseded values are not recommended for survey control.
 JT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0305.See file dsdata.txt to determine how the superseded data were derived.
 JT0305
 JT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH640173(NAD 83)
 JT0305_MARKER: X = CHISELED CROSS
 JT0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0305_SP_SET: BRASS PLATE
 JT0305_STAMPING: 112.50
 JT0305_MARK LOGO: USN   
 JT0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0305
 JT0305  HISTORY     - Date     Condition        Report By
 JT0305  HISTORY     - UNK      MONUMENTED       DOD
 JT0305  HISTORY     - 1950     GOOD             CGS
 JT0305  HISTORY     - 1961     GOOD             CGS
 JT0305
 JT0305                          STATION DESCRIPTION
 JT0305
 JT0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0305'AT MARE ISLAND NAVAL SHIPYARD.
 JT0305'AT MARE ISLAND NAVAL SHIPYARD, 120.0 FEET SOUTHEAST OF THE SOUTH
 JT0305'STEEL LEG OF CRANE NO. 9-2, 114.0 FEET NORTH OF THE CENTER OF
 JT0305'THE JUNCTION OF WATERFRONT AVENUE AND 6TH STREET, 87.0 FEET
 JT0305'NORTHEAST OF THE CENTER LINE OF THE AVENUE, 16.9 FEET EAST OF THE
 JT0305'EAST RAIL OF THE NORTHEAST RAILROAD TRACKS, 4.3 FEET NORTHWEST OF
 JT0305'A POINT IN LINE WITH THE NORTHWEST WALL OF BUILDING NO. 101
 JT0305'(ELECTRONICS SHOP 67, 1.3 FEET WEST OF THE EAST EDGE OF THE QUAY
 JT0305'WALL, AND ON THE EAST EDGE OF A BRASS PLATE WHICH IS STAMPED
 JT0305'EL 112.50 AND WHICH HAS A LARGE 17 CAST IN ITS CENTER.
 JT0305
 JT0305                          STATION RECOVERY (1961)
 JT0305
 JT0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2076 ***********************************************************************
 JS2076  DESIGNATION -  17
 JS2076  PID         -  JS2076
 JS2076  STATE/COUNTY-  CA/SOLANO
 JS2076  USGS QUAD   -  COURTLAND (1993)
 JS2076
 JS2076                         *CURRENT SURVEY CONTROL
 JS2076  ___________________________________________________________________
 JS2076* NAD 83(1986)-  38 16 36.     (N)    121 36 19.     (W)     SCALED    
 JS2076* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 JS2076  ___________________________________________________________________
 JS2076  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JS2076  VERT ORDER  -  THIRD (See Below)
 JS2076
 JS2076.The horizontal coordinates were scaled from a topographic map and have
 JS2076.an estimated accuracy of +/- 6 seconds.
 JS2076
 JS2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2076.The vertical order pertains to the NGVD 29 superseded value.
 JS2076
 JS2076.The geoid height was determined by GEOID03.
 JS2076
 JS2076;                    North         East    Units  Estimated Accuracy
 JS2076;SPC CA 2     -   567,790.    2,034,540.      MT  (+/- 180 meters Scaled)
 JS2076
 JS2076                          SUPERSEDED SURVEY CONTROL
 JS2076
 JS2076  NGVD 29 (??/??/??)    2.85   (m)            9.4    (f) RESET       3  
 JS2076
 JS2076.Superseded values are not recommended for survey control.
 JS2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2076.See file dsdata.txt to determine how the superseded data were derived.
 JS2076
 JS2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH219374(NAD 83)
 JS2076_MARKER: N = NAIL
 JS2076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS2076_SP_SET: PUMP HOUSE FOUNDATION
 JS2076_MARK LOGO: RIRD  
 JS2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS2076
 JS2076  HISTORY     - Date     Condition        Report By
 JS2076  HISTORY     - UNK      MONUMENTED       RIRD
 JS2076  HISTORY     - 1964     GOOD             CGS
 JS2076
 JS2076                          STATION DESCRIPTION
 JS2076
 JS2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2076'3.2 MI SE FROM FIVE POINTS.
 JS2076'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2076'POINTS, THENCE 2.35 MILES EAST AND SOUTH ALONG EAST RYER ISLAND
 JS2076'ROAD, 0.05 MILE SOUTH OF A DRIVEWAY WEST TO A HOUSE, IN THE TOP
 JS2076'OF THE SOUTHWEST CORNER OF A 15-BY 15-FOOT CONCRETE FOUNDATION
 JS2076'FOR A PUMP-HOUSE, 66 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JS2076'0.3 FOOT WEST OF BENCH MARK D 966, 1.9 FEET NORTH OF A WITNESS
 JS2076'POST, AND ABOUT 15 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7922 ***********************************************************************
 DJ7922  DESIGNATION -  17 00885
 DJ7922  PID         -  DJ7922
 DJ7922  STATE/COUNTY-  CA/LOS ANGELES
 DJ7922  USGS QUAD   -  VENICE (1981)
 DJ7922
 DJ7922                         *CURRENT SURVEY CONTROL
 DJ7922  ___________________________________________________________________
 DJ7922* NAD 83(1986)-  33 57 11.     (N)    118 26 25.     (W)     SCALED    
 DJ7922* NAVD 88     -        23.415  (meters)      76.82   (feet)  ADJUSTED  
 DJ7922  ___________________________________________________________________
 DJ7922  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DJ7922  DYNAMIC HT  -          23.390 (meters)      76.74  (feet)  COMP
 DJ7922  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DJ7922
 DJ7922  VERT ORDER  -  SECOND    CLASS II
 DJ7922
 DJ7922.The horizontal coordinates were scaled from a topographic map and have
 DJ7922.an estimated accuracy of +/- 6 seconds.
 DJ7922
 DJ7922.The orthometric height was determined by differential leveling
 DJ7922.and adjusted in February 2008.
 DJ7922
 DJ7922.The geoid height was determined by GEOID03.
 DJ7922
 DJ7922.The dynamic height is computed by dividing the NAVD 88
 DJ7922.geopotential number by the normal gravity value computed on the
 DJ7922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7922.degrees latitude (g = 980.6199 gals.).
 DJ7922
 DJ7922.The modeled gravity was interpolated from observed gravity values.
 DJ7922
 DJ7922;                    North         East    Units  Estimated Accuracy
 DJ7922;SPC CA 5     -   550,350.    1,959,300.      MT  (+/- 180 meters Scaled)
 DJ7922
 DJ7922                          SUPERSEDED SURVEY CONTROL
 DJ7922
 DJ7922.No superseded survey control is available for this station.
 DJ7922
 DJ7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT669578(NAD 83)
 DJ7922_MARKER: S = SPIKE
 DJ7922_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7922_SP_SET: CURB
 DJ7922_MARK LOGO: NONE  
 DJ7922_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7922
 DJ7922  HISTORY     - Date     Condition        Report By
 DJ7922  HISTORY     - 20050823 MONUMENTED       CA1980
 DJ7922  HISTORY     - 20060425 GOOD             CA1980
 DJ7922
 DJ7922                          STATION DESCRIPTION
 DJ7922
 DJ7922'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DJ7922'LACE PRECISE BM 17-00885 IS LOCATED IN THE CITY OF LOS ANGELES WITHIN
 DJ7922'THE PLAYA DEL REY AREA.
 DJ7922' 
 DJ7922'THE MARK IS A WIRE SPIKE IN THE NORTHWEST CURB OF THE INTERSECTION OF
 DJ7922'PERSHING DRIVE AND WATERVIEW STREET, 0.21 M (0.7 FT) NORTH OF THE
 DJ7922'BEGINNING OF THE CURB.  WATERVIEW STREET IS THE NEXT STREET SOUTH OF
 DJ7922'MANITOBA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9020 ***********************************************************************
 JT9020  DESIGNATION -  17 1
 JT9020  PID         -  JT9020
 JT9020  STATE/COUNTY-  CA/NAPA
 JT9020  USGS QUAD   -  NAPA (1980)
 JT9020
 JT9020                         *CURRENT SURVEY CONTROL
 JT9020  ___________________________________________________________________
 JT9020* NAD 83(1986)-  38 20 06.     (N)    122 19 22.     (W)     SCALED    
 JT9020* NAVD 88     -        25.23   (+/-2cm)      82.8    (feet)  VERTCON   
 JT9020  ___________________________________________________________________
 JT9020  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9020  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9020
 JT9020.The horizontal coordinates were scaled from a topographic map and have
 JT9020.an estimated accuracy of +/- 6 seconds.
 JT9020
 JT9020.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9020.The vertical order pertains to the NGVD 29 superseded value.
 JT9020
 JT9020.The geoid height was determined by GEOID03.
 JT9020
 JT9020;                    North         East    Units  Estimated Accuracy
 JT9020;SPC CA 2     -   574,240.    1,971,780.      MT  (+/- 180 meters Scaled)
 JT9020
 JT9020                          SUPERSEDED SURVEY CONTROL
 JT9020
 JT9020  NGVD 29 (??/??/92)   24.426  (m)           80.14   (f) ADJ UNCH    2 2
 JT9020
 JT9020.Superseded values are not recommended for survey control.
 JT9020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9020.See file dsdata.txt to determine how the superseded data were derived.
 JT9020
 JT9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH591432(NAD 83)
 JT9020_MARKER: DD = SURVEY DISK
 JT9020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9020_SP_SET: DRAINAGE HEADWALL
 JT9020_MARK LOGO: CA2330
 JT9020_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9020+STABILITY: SURFACE MOTION
 JT9020
 JT9020  HISTORY     - Date     Condition        Report By
 JT9020  HISTORY     - 1971     MONUMENTED       CA2330
 JT9020
 JT9020                          STATION DESCRIPTION
 JT9020
 JT9020'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9020'AT INTERSECTION OF SOLANO AVENUE AND WEST SALVADOR AVENUE, A BRASS CAP
 JT9020'SET IN THE SOUTHWEST CORNER OF THE SOLANO AVENUE DRAINAGE DITCH
 JT9020'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3288 ***********************************************************************
 AH3288  DESIGNATION -  17 10300
 AH3288  PID         -  AH3288
 AH3288  STATE/COUNTY-  CA/LOS ANGELES
 AH3288  USGS QUAD   -  BEVERLY HILLS (1995)
 AH3288
 AH3288                         *CURRENT SURVEY CONTROL
 AH3288  ___________________________________________________________________
 AH3288* NAD 83(1986)-  34 03 31.     (N)    118 25 24.     (W)     SCALED    
 AH3288* NAVD 88     -        80.016  (meters)     262.52   (feet)  ADJUSTED  
 AH3288  ___________________________________________________________________
 AH3288  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH3288  DYNAMIC HT  -          79.931 (meters)     262.24  (feet)  COMP
 AH3288  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 AH3288
 AH3288  VERT ORDER  -  FIRST     CLASS II
 AH3288
 AH3288.The horizontal coordinates were scaled from a topographic map and have
 AH3288.an estimated accuracy of +/- 6 seconds.
 AH3288
 AH3288.The orthometric height was determined by differential leveling
 AH3288.and adjusted in May 1999.
 AH3288
 AH3288.The geoid height was determined by GEOID03.
 AH3288
 AH3288.The dynamic height is computed by dividing the NAVD 88
 AH3288.geopotential number by the normal gravity value computed on the
 AH3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3288.degrees latitude (g = 980.6199 gals.).
 AH3288
 AH3288.The modeled gravity was interpolated from observed gravity values.
 AH3288
 AH3288;                    North         East    Units  Estimated Accuracy
 AH3288;SPC CA 5     -   562,050.    1,960,920.      MT  (+/- 180 meters Scaled)
 AH3288
 AH3288                          SUPERSEDED SURVEY CONTROL
 AH3288
 AH3288.No superseded survey control is available for this station.
 AH3288
 AH3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT686695(NAD 83)
 AH3288_MARKER: S = SPIKE
 AH3288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3288_SP_SET: CURB
 AH3288_PROJECTION: FLUSH
 AH3288_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3288+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1997
 AH3288
 AH3288  HISTORY     - Date     Condition        Report By
 AH3288  HISTORY     - UNK      MONUMENTED
 AH3288  HISTORY     - 19970407 GOOD             MWDSC
 AH3288
 AH3288                          STATION DESCRIPTION
 AH3288
 AH3288'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3288'IN CENTURY CITY, AT THE NORTHEAST CORNER OF SANTA MONICA BLVD. AND
 AH3288'COMSTOCK AVE., 8.5 M (27.9 FT) NORTHWEST OF THE CENTERLINE OF SANTA
 AH3288'MONICA BLVD., 16.8 M (55.1 FT) NORTHEAST OF THE CENTERLINE OF COMSTOCK
 AH3288'AVE., STATION IS ON TOP OF CURB 0.4 M (1.3 FT) EASTERLY OF THE BCR AND
 AH3288'0.3 M (1.0 FT) WESTERLY OF A 1.4 M (4.6 FT) BY 1.2 M (3.9 FT) CATCH
 AH3288'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3286 ***********************************************************************
 AH3286  DESIGNATION -  17 10800
 AH3286  PID         -  AH3286
 AH3286  STATE/COUNTY-  CA/LOS ANGELES
 AH3286  USGS QUAD   -  BEVERLY HILLS (1995)
 AH3286
 AH3286                         *CURRENT SURVEY CONTROL
 AH3286  ___________________________________________________________________
 AH3286* NAD 83(1986)-  34 03 01.     (N)    118 26 12.     (W)     SCALED    
 AH3286* NAVD 88     -        70.125  (meters)     230.07   (feet)  ADJUSTED  
 AH3286  ___________________________________________________________________
 AH3286  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 AH3286  DYNAMIC HT  -          70.051 (meters)     229.83  (feet)  COMP
 AH3286  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 AH3286
 AH3286  VERT ORDER  -  FIRST     CLASS II
 AH3286
 AH3286.The horizontal coordinates were scaled from a topographic map and have
 AH3286.an estimated accuracy of +/- 6 seconds.
 AH3286
 AH3286.The orthometric height was determined by differential leveling
 AH3286.and adjusted in May 1999.
 AH3286
 AH3286.The geoid height was determined by GEOID03.
 AH3286
 AH3286.The dynamic height is computed by dividing the NAVD 88
 AH3286.geopotential number by the normal gravity value computed on the
 AH3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3286.degrees latitude (g = 980.6199 gals.).
 AH3286
 AH3286.The modeled gravity was interpolated from observed gravity values.
 AH3286
 AH3286;                    North         East    Units  Estimated Accuracy
 AH3286;SPC CA 5     -   561,130.    1,959,680.      MT  (+/- 180 meters Scaled)
 AH3286
 AH3286                          SUPERSEDED SURVEY CONTROL
 AH3286
 AH3286.No superseded survey control is available for this station.
 AH3286
 AH3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT674686(NAD 83)
 AH3286_MARKER: S = SPIKE
 AH3286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3286_SP_SET: CATCH BASIN
 AH3286_PROJECTION: FLUSH
 AH3286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3286+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1997
 AH3286
 AH3286  HISTORY     - Date     Condition        Report By
 AH3286  HISTORY     - UNK      MONUMENTED
 AH3286  HISTORY     - 19970407 GOOD             MWDSC
 AH3286
 AH3286                          STATION DESCRIPTION
 AH3286
 AH3286'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3286'IN WEST LOS ANGELES, AT THE NORTHWEST CORNER OF SANTA MONICA BLVD AND
 AH3286'GLENDON AVE., 19.8 M (65.0 FT) NORTH OF THE CENTERLINE OF SANTA MONICA
 AH3286'BLVD., 5.2 M (17.1 FT) WEST OF THE CENTERLINE OF GLENDON AVE., STATION
 AH3286'IS ON TOP OF CURB, ADJACENT TO THE NORTHEAST CORNER OF 2.4 M (7.9 FT)
 AH3286'BY 1.2 M (3.9 FT) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9021 ***********************************************************************
 JT9021  DESIGNATION -  17 2/1221
 JT9021  PID         -  JT9021
 JT9021  STATE/COUNTY-  CA/NAPA
 JT9021  USGS QUAD   -  NAPA (1980)
 JT9021
 JT9021                         *CURRENT SURVEY CONTROL
 JT9021  ___________________________________________________________________
 JT9021* NAD 83(1986)-  38 20 24.     (N)    122 19 28.     (W)     SCALED    
 JT9021* NAVD 88     -        27.06   (+/-2cm)      88.8    (feet)  VERTCON   
 JT9021  ___________________________________________________________________
 JT9021  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9021  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9021
 JT9021.The horizontal coordinates were scaled from a topographic map and have
 JT9021.an estimated accuracy of +/- 6 seconds.
 JT9021
 JT9021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9021.The vertical order pertains to the NGVD 29 superseded value.
 JT9021
 JT9021.The geoid height was determined by GEOID03.
 JT9021
 JT9021;                    North         East    Units  Estimated Accuracy
 JT9021;SPC CA 2     -   574,800.    1,971,640.      MT  (+/- 180 meters Scaled)
 JT9021
 JT9021                          SUPERSEDED SURVEY CONTROL
 JT9021
 JT9021  NGVD 29 (??/??/92)   26.25   (m)           86.1    (f) COMPUTED    2 2
 JT9021
 JT9021.Superseded values are not recommended for survey control.
 JT9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9021.See file dsdata.txt to determine how the superseded data were derived.
 JT9021
 JT9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590437(NAD 83)
 JT9021_MARKER: DD = SURVEY DISK
 JT9021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9021_SP_SET: DRAIN HEADWALL
 JT9021_MARK LOGO: CA2330
 JT9021_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9021+STABILITY: SURFACE MOTION
 JT9021
 JT9021  HISTORY     - Date     Condition        Report By
 JT9021  HISTORY     - 1971     MONUMENTED       CA2330
 JT9021
 JT9021                          STATION DESCRIPTION
 JT9021
 JT9021'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9021'AT INTERSECTION OF SOLANO AVENUE AND SALVADOR AVENUE, A BRASS CAP SET
 JT9021'IN SOLANO AVENUE DRAINAGE DITCH, NORTHEAST CORNER OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2118 ***********************************************************************
 FU2118  DESIGNATION -  17 20 1/4 S SOCO
 FU2118  PID         -  FU2118
 FU2118  STATE/COUNTY-  CA/KERN
 FU2118  USGS QUAD   -  TAFT (1973)
 FU2118
 FU2118                         *CURRENT SURVEY CONTROL
 FU2118  ___________________________________________________________________
 FU2118* NAD 83(1986)-  35 08 15.     (N)    119 25 11.     (W)     SCALED    
 FU2118* NAVD 88     -       217.59   (+/-2cm)     713.9    (feet)  VERTCON   
 FU2118  ___________________________________________________________________
 FU2118  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 FU2118  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2118
 FU2118.The horizontal coordinates were scaled from a topographic map and have
 FU2118.an estimated accuracy of +/- 6 seconds.
 FU2118
 FU2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2118.The vertical order pertains to the NGVD 29 superseded value.
 FU2118
 FU2118.The geoid height was determined by GEOID03.
 FU2118
 FU2118;                    North         East    Units  Estimated Accuracy
 FU2118;SPC CA 5     -   682,560.    1,870,630.      MT  (+/- 180 meters Scaled)
 FU2118
 FU2118                          SUPERSEDED SURVEY CONTROL
 FU2118
 FU2118  NGVD 29 (??/??/92)  216.777  (m)          711.21   (f) ADJ UNCH    1 1
 FU2118
 FU2118.Superseded values are not recommended for survey control.
 FU2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2118.See file dsdata.txt to determine how the superseded data were derived.
 FU2118
 FU2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU795909(NAD 83)
 FU2118_MARKER: P = PIPE CAP
 FU2118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2118_STAMPING: 1/4 S 17 W C 20 LGBMACD 50 FT
 FU2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2118
 FU2118  HISTORY     - Date     Condition        Report By
 FU2118  HISTORY     - UNK      MONUMENTED       SOCO
 FU2118  HISTORY     - 1964     GOOD             NGS
 FU2118  HISTORY     - 1966     GOOD             NGS
 FU2118
 FU2118                          STATION DESCRIPTION
 FU2118
 FU2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2118'1.4 MI E FROM TAFT.
 FU2118'1.45 MILES EAST ALONG GARDNER FIELD ROAD FROM THE INTERSECTION
 FU2118'OF STATE HIGHWAY 33 AT TAFT, IN R24E T32S IN THE SOUTH HALF OF
 FU2118'SECTION 17, AT THE SOUTHWEST CORNER OF A COUNTY DUMP, AT A DRY
 FU2118'WASH, IN A NORTH-SOUTH FENCE LINE, 100 FEET NORTHWEST OF THE
 FU2118'CENTER OF THE Y JUNCTION OF AN ASPHALT ROAD LEADING TO THE DUMP,
 FU2118'56.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE AND
 FU2118'ROCK HEAD WALL OF A CULVERT, 51 FEET NORTH OF THE CENTER LINE
 FU2118'OF THE ROAD, 19.5 FEET NORTH OF THE SOUTH END OF A FENCE, 1.0
 FU2118'FOOT SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 FU2118'ROAD, AND SCREWED ON THE TOP OF A 4-INCH IRON PIPE PROJECTS
 FU2118'0.6 FOOT ABOVE THE GROUND.
 FU2118
 FU2118                          STATION RECOVERY (1966)
 FU2118
 FU2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1131 ***********************************************************************
 GT1131  DESIGNATION -  17 26 5 C
 GT1131  PID         -  GT1131
 GT1131  STATE/COUNTY-  CA/TULARE
 GT1131  USGS QUAD   -  IVANHOE (1969)
 GT1131
 GT1131                         *CURRENT SURVEY CONTROL
 GT1131  ___________________________________________________________________
 GT1131* NAD 83(1986)-  36 28 20.     (N)    119 11 18.     (W)     SCALED    
 GT1131* NAVD 88     -       114.17   (+/-2cm)     374.6    (feet)  VERTCON   
 GT1131  ___________________________________________________________________
 GT1131  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 GT1131  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1131
 GT1131.The horizontal coordinates were scaled from a topographic map and have
 GT1131.an estimated accuracy of +/- 6 seconds.
 GT1131
 GT1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1131.The vertical order pertains to the NGVD 29 superseded value.
 GT1131
 GT1131.The geoid height was determined by GEOID03.
 GT1131
 GT1131;                    North         East    Units  Estimated Accuracy
 GT1131;SPC CA 4     -   626,390.    1,983,120.      MT  (+/- 180 meters Scaled)
 GT1131
 GT1131                          SUPERSEDED SURVEY CONTROL
 GT1131
 GT1131  NGVD 29 (??/??/92)  113.347  (m)          371.87   (f) ADJ UNCH    1 1
 GT1131
 GT1131.Superseded values are not recommended for survey control.
 GT1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1131.See file dsdata.txt to determine how the superseded data were derived.
 GT1131
 GT1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA039385(NAD 83)
 GT1131_MARKER: DD = SURVEY DISK
 GT1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1131_STAMPING: 17-26-5C
 GT1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1131+STABILITY: SURFACE MOTION
 GT1131
 GT1131  HISTORY     - Date     Condition        Report By
 GT1131  HISTORY     - UNK      MONUMENTED       BOR
 GT1131  HISTORY     - 1958     GOOD             NGS
 GT1131  HISTORY     - 1972     GOOD
 GT1131
 GT1131                          STATION DESCRIPTION
 GT1131
 GT1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT1131'9.7 MI SE FROM EAST OROSI.
 GT1131'8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GT1131'RAILWAY FROM THE STATION AT EAST OROSI, THENCE 1.5 MILES NORTH
 GT1131'ALONG ROAD 172, IN R26E T17S S5, AT THE INTERSECTION OF AVENUE
 GT1131'376, 30 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 27 FEET
 GT1131'EAST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF POWER LINE
 GT1131'POLE 7389, 5.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER POST OF
 GT1131'AN IRON FENCE AROUND THE PACIFIC GAS AND ELECTRIC COMPANY
 GT1131'STONE CORRAL SUBSTATION, 2.3 FEET NORTHWEST OF AN AVENUE MARKER
 GT1131'POST, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 GT1131'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GT1131'0.4 FOOT ABOVE THE GROUND.
 GT1131
 GT1131                          STATION RECOVERY (1972)
 GT1131
 GT1131'RECOVERED 1972
 GT1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1127 ***********************************************************************
 GT1127  DESIGNATION -  17 26 7 D
 GT1127  PID         -  GT1127
 GT1127  STATE/COUNTY-  CA/TULARE
 GT1127  USGS QUAD   -  IVANHOE (1969)
 GT1127
 GT1127                         *CURRENT SURVEY CONTROL
 GT1127  ___________________________________________________________________
 GT1127* NAD 83(1986)-  36 27 25.     (N)    119 11 19.     (W)     SCALED    
 GT1127* NAVD 88     -       111.50   (+/-2cm)     365.8    (feet)  VERTCON   
 GT1127  ___________________________________________________________________
 GT1127  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GT1127  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1127
 GT1127.The horizontal coordinates were scaled from a topographic map and have
 GT1127.an estimated accuracy of +/- 6 seconds.
 GT1127
 GT1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1127.The vertical order pertains to the NGVD 29 superseded value.
 GT1127
 GT1127.The geoid height was determined by GEOID03.
 GT1127
 GT1127;                    North         East    Units  Estimated Accuracy
 GT1127;SPC CA 4     -   624,690.    1,983,090.      MT  (+/- 180 meters Scaled)
 GT1127
 GT1127                          SUPERSEDED SURVEY CONTROL
 GT1127
 GT1127  NGVD 29 (??/??/92)  110.676  (m)          363.11   (f) ADJ UNCH    1 2
 GT1127
 GT1127.Superseded values are not recommended for survey control.
 GT1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1127.See file dsdata.txt to determine how the superseded data were derived.
 GT1127
 GT1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA038368(NAD 83)
 GT1127_MARKER: DD = SURVEY DISK
 GT1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1127_STAMPING: 17-26-7D
 GT1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1127+STABILITY: SURFACE MOTION
 GT1127
 GT1127  HISTORY     - Date     Condition        Report By
 GT1127  HISTORY     - UNK      MONUMENTED       BOR
 GT1127  HISTORY     - 1958     GOOD             NGS
 GT1127  HISTORY     - 1972     MARK NOT FOUND
 GT1127
 GT1127                          STATION DESCRIPTION
 GT1127
 GT1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT1127'8.7 MI SE FROM EAST OROSI.
 GT1127'8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GT1127'RAILWAY FROM THE STATION AT EAST OROSI, THENCE 0.5 MILE NORTH
 GT1127'ALONG ROAD 172, IN R26E T17S S7, AT THE T JUNCTION OF AVENUE 368
 GT1127'LEADING WEST, 35 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 GT1127'28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH
 GT1127'OF A FENCE CORNER POST, 9 FEET NORTHWEST OF POWER LINE POLE
 GT1127'3647 WITH THREE TRANSFORMERS, 1.2 FEET SOUTH OF A 6-INCH IRON
 GT1127'PIPE WHICH PROJECTS 3 1/2-FEET ABOVE THE GROUND AND BEARING
 GT1127'THE PAINTED LETTERS 17-26-7B, 0.5 FOOT EAST OF A FENCE, 0.8
 GT1127'FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 GT1127'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 GT1127'ABOVE THE GROUND.
 GT1127
 GT1127                          STATION RECOVERY (1972)
 GT1127
 GT1127'RECOVERED 1972
 GT1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1130 ***********************************************************************
 GT1130  DESIGNATION -  17 26 7 E
 GT1130  PID         -  GT1130
 GT1130  STATE/COUNTY-  CA/TULARE
 GT1130  USGS QUAD   -  IVANHOE (1969)
 GT1130
 GT1130                         *CURRENT SURVEY CONTROL
 GT1130  ___________________________________________________________________
 GT1130* NAD 83(1986)-  36 27 53.     (N)    119 11 19.     (W)     SCALED    
 GT1130* NAVD 88     -       112.74   (+/-2cm)     369.9    (feet)  VERTCON   
 GT1130  ___________________________________________________________________
 GT1130  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 GT1130  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1130
 GT1130.The horizontal coordinates were scaled from a topographic map and have
 GT1130.an estimated accuracy of +/- 6 seconds.
 GT1130
 GT1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1130.The vertical order pertains to the NGVD 29 superseded value.
 GT1130
 GT1130.The geoid height was determined by GEOID03.
 GT1130
 GT1130;                    North         East    Units  Estimated Accuracy
 GT1130;SPC CA 4     -   625,560.    1,983,100.      MT  (+/- 180 meters Scaled)
 GT1130
 GT1130                          SUPERSEDED SURVEY CONTROL
 GT1130
 GT1130  NGVD 29 (??/??/92)  111.919  (m)          367.19   (f) ADJ UNCH    1 2
 GT1130
 GT1130.Superseded values are not recommended for survey control.
 GT1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1130.See file dsdata.txt to determine how the superseded data were derived.
 GT1130
 GT1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA038377(NAD 83)
 GT1130_MARKER: DD = SURVEY DISK
 GT1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1130_STAMPING: 17-26-7E
 GT1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1130+STABILITY: SURFACE MOTION
 GT1130
 GT1130  HISTORY     - Date     Condition        Report By
 GT1130  HISTORY     - UNK      MONUMENTED       BOR
 GT1130  HISTORY     - 1958     GOOD             NGS
 GT1130  HISTORY     - 1972     MARK NOT FOUND
 GT1130
 GT1130                          STATION DESCRIPTION
 GT1130
 GT1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT1130'9.2 MI SE FROM EAST OROSI.
 GT1130'8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GT1130'RAILWAY FROM THE STATION AT EAST OROSI, THENCE 1.0 MILE NORTH
 GT1130'ALONG ROAD 172, IN R26E T17S S7, 30 1/2 FEET NORTHWEST OF THE
 GT1130'CENTER OF A T JUNCTION OF A BLADED ROAD LEADING EAST, AT THE
 GT1130'T JUNCTION OF POWER LINES, 20 1/2 FEET WEST OF THE CENTER
 GT1130'LINE OF THE ROAD, 6.0 FEET EAST OF A FENCE, 1 FOOT NORTH OF
 GT1130'POWER LINE POLE 7381, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT
 GT1130'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GT1130'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 GT1130
 GT1130                          STATION RECOVERY (1972)
 GT1130
 GT1130'RECOVERED 1972
 GT1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6436 ***********************************************************************
 DH6436  DESIGNATION -  17 80 58.84
 DH6436  PID         -  DH6436
 DH6436  STATE/COUNTY-  CA/NEVADA
 DH6436  USGS QUAD   -  CISCO GROVE (1979)
 DH6436
 DH6436                         *CURRENT SURVEY CONTROL
 DH6436  ___________________________________________________________________
 DH6436* NAD 83(2007)-  39 19 00.56282(N)    120 36 50.91964(W)     ADJUSTED  
 DH6436* NAVD 88     -      1762.0    (meters)    5781.     (feet)  GPS OBS   
 DH6436  ___________________________________________________________________
 DH6436  EPOCH DATE  -        2007.00
 DH6436  X           -  -2,516,967.680 (meters)                     COMP
 DH6436  Y           -  -4,253,563.018 (meters)                     COMP
 DH6436  Z           -   4,020,691.725 (meters)                     COMP
 DH6436  LAPLACE CORR-          10.54  (seconds)                    DEFLEC99
 DH6436  ELLIP HEIGHT-        1738.170 (meters)          (02/10/07) ADJUSTED
 DH6436  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 DH6436
 DH6436  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6436  Type    PID    Designation                      North   East  Ellip
 DH6436  -------------------------------------------------------------------
 DH6436  NETWORK DH6436 17 80 58.84                       1.25   1.37   3.14
 DH6436  -------------------------------------------------------------------
 DH6436
 DH6436.The horizontal coordinates were established by GPS observations
 DH6436.and adjusted by the National Geodetic Survey in February 2007.
 DH6436
 DH6436.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6436.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6436.The horizontal coordinates are valid at the epoch date displayed above.
 DH6436.The epoch date for horizontal control is a decimal equivalence
 DH6436.of Year/Month/Day.
 DH6436
 DH6436.The orthometric height was determined by GPS observations and a
 DH6436.high-resolution geoid model.
 DH6436
 DH6436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6436
 DH6436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6436
 DH6436.The ellipsoidal height was determined by GPS observations
 DH6436.and is referenced to NAD 83.
 DH6436
 DH6436.The geoid height was determined by GEOID03.
 DH6436
 DH6436;                    North         East     Units Scale Factor Converg.
 DH6436;SPC CA 2     -   684,088.508 2,119,500.614   MT  0.99992286   +0 52 25.5
 DH6436;SPC CA 2     - 2,244,380.38  6,953,728.26   sFT  0.99992286   +0 52 25.5
 DH6436;UTM  10      - 4,354,649.976   705,682.764   MT  1.00012092   +1 30 44.0
 DH6436
 DH6436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6436!SPC CA 2     -   0.99972737  x   0.99992286  =   0.99965025
 DH6436!UTM  10      -   0.99972737  x   1.00012092  =   0.99984826
 DH6436
 DH6436                          SUPERSEDED SURVEY CONTROL
 DH6436
 DH6436  NAD 83(1998)-  39 19 00.56220(N)    120 36 50.91942(W) AD(2004.69) B
 DH6436  ELLIP H (09/28/05) 1738.206  (m)                       GP(       ) 4 1
 DH6436
 DH6436.Superseded values are not recommended for survey control.
 DH6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6436.See file dsdata.txt to determine how the superseded data were derived.
 DH6436
 DH6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ0568354650(NAD 83)
 DH6436_MARKER: DD = SURVEY DISK
 DH6436_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DH6436_SP_SET: SIDEWALK OF OVERCROSS STRUCTURE
 DH6436_STAMPING: 17-80-58.84
 DH6436_MARK LOGO: CADT  
 DH6436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6436+STABILITY: POSITION/ELEVATION WELL
 DH6436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6436+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH6436
 DH6436  HISTORY     - Date     Condition        Report By
 DH6436  HISTORY     - UNK      MONUMENTED       CADT
 DH6436  HISTORY     - 20040511 GOOD             CADT
 DH6436
 DH6436                          STATION DESCRIPTION
 DH6436
 DH6436'DESCRIBED BY CALTRANS 2004 (RLM)
 DH6436'THE STATION IS LOCATED IN NEVADA COUNTY AT YUBA GAP ABOUT 5.3 KM
 DH6436'NORTHEAST OF EMIGRANT  GAP, 20.2 KM WEST OF SODA SPRINGS, AND 27.6 KM
 DH6436'SOUTH OF SIERRA CITY.
 DH6436' 
 DH6436'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 20 AND
 DH6436'INTERSTATE 80  PROCEED 0.6 KM WESTERLY ON INTERSTATE 80 TO THE YUBA
 DH6436'GAP OFF RAMP, TAKE THE EXIT RAMP  WESTERLY 0.45 KM TO THE STOP SIGN AT
 DH6436'THE END OF THE RAMP. TURN LEFT AND CONTINUE 70 M TO  THE CENTER OF THE
 DH6436'OVERCROSS BRIDGE AND THE STATION ON THE RIGHT.
 DH6436' 
 DH6436'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK SET IN THE CENTER OF
 DH6436'THE SIDEWALK ON THE  WEST SIDE OF BRIDGE NO.17-70 AT THE YUBA GAP
 DH6436'OVERCROSSING OVER INTERSTATE 80. THE  STATION  IS 56 M SOUTH OF THE
 DH6436'NORTH END OF THE BRIDGE, 41 M NORTH OF THE SOUTH END OF THE BRIDGE,
 DH6436'4.9 M WEST OF THE CENTERLINE OF THE OVERCROSS ROAD, 0.86 M EASTERLY OF
 DH6436'THE WEST BRIDGE  BARRIER RAIL, AND ABOUT 0.25 M ABOVE THE ROADWAY.
 DH6436'THIS STATION WAS OCCUPIED AS PART OF A  CALTRANS NORTH REGION OFFICE
 DH6436'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9022 ***********************************************************************
 JT9022  DESIGNATION -  17 A
 JT9022  PID         -  JT9022
 JT9022  STATE/COUNTY-  CA/NAPA
 JT9022  USGS QUAD   -  NAPA (1980)
 JT9022
 JT9022                         *CURRENT SURVEY CONTROL
 JT9022  ___________________________________________________________________
 JT9022* NAD 83(1986)-  38 19 42.     (N)    122 18 52.     (W)     SCALED    
 JT9022* NAVD 88     -        23.44   (+/-2cm)      76.9    (feet)  VERTCON   
 JT9022  ___________________________________________________________________
 JT9022  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9022  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9022
 JT9022.The horizontal coordinates were scaled from a topographic map and have
 JT9022.an estimated accuracy of +/- 6 seconds.
 JT9022
 JT9022.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9022.The vertical order pertains to the NGVD 29 superseded value.
 JT9022
 JT9022.The geoid height was determined by GEOID03.
 JT9022
 JT9022;                    North         East    Units  Estimated Accuracy
 JT9022;SPC CA 2     -   573,500.    1,972,510.      MT  (+/- 180 meters Scaled)
 JT9022
 JT9022                          SUPERSEDED SURVEY CONTROL
 JT9022
 JT9022  NGVD 29 (??/??/92)   22.65   (m)           74.3    (f) COMPUTED    2 2
 JT9022
 JT9022.Superseded values are not recommended for survey control.
 JT9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9022.See file dsdata.txt to determine how the superseded data were derived.
 JT9022
 JT9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599424(NAD 83)
 JT9022_MARKER: DD = SURVEY DISK
 JT9022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9022_SP_SET: CONCRETE POST
 JT9022_MARK LOGO: CA2330
 JT9022_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9022+STABILITY: SURFACE MOTION
 JT9022
 JT9022  HISTORY     - Date     Condition        Report By
 JT9022  HISTORY     - 1971     MONUMENTED       CA2330
 JT9022
 JT9022                          STATION DESCRIPTION
 JT9022
 JT9022'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9022'AT INTERSECTION OF HIGHWAY 29 (ST.  HELENA) AND SIERRA AVENUE, NEAR
 JT9022'CENTERLINES, A WELL TYPE CONCRETE MONUMENT WITH A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9023 ***********************************************************************
 JT9023  DESIGNATION -  17 B
 JT9023  PID         -  JT9023
 JT9023  STATE/COUNTY-  CA/NAPA
 JT9023  USGS QUAD   -  NAPA (1980)
 JT9023
 JT9023                         *CURRENT SURVEY CONTROL
 JT9023  ___________________________________________________________________
 JT9023* NAD 83(1986)-  38 19 48.     (N)    122 19 04.     (W)     SCALED    
 JT9023* NAVD 88     -        22.80   (+/-2cm)      74.8    (feet)  VERTCON   
 JT9023  ___________________________________________________________________
 JT9023  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT9023  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9023
 JT9023.The horizontal coordinates were scaled from a topographic map and have
 JT9023.an estimated accuracy of +/- 6 seconds.
 JT9023
 JT9023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9023.The vertical order pertains to the NGVD 29 superseded value.
 JT9023
 JT9023.The geoid height was determined by GEOID03.
 JT9023
 JT9023;                    North         East    Units  Estimated Accuracy
 JT9023;SPC CA 2     -   573,680.    1,972,210.      MT  (+/- 180 meters Scaled)
 JT9023
 JT9023                          SUPERSEDED SURVEY CONTROL
 JT9023
 JT9023  NGVD 29 (??/??/92)   22.007  (m)           72.20   (f) ADJ UNCH    2 2
 JT9023
 JT9023.Superseded values are not recommended for survey control.
 JT9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9023.See file dsdata.txt to determine how the superseded data were derived.
 JT9023
 JT9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596426(NAD 83)
 JT9023_MARKER: DD = SURVEY DISK
 JT9023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9023_SP_SET: CONCRETE POST
 JT9023_MARK LOGO: CA2330
 JT9023_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9023+STABILITY: SURFACE MOTION
 JT9023
 JT9023  HISTORY     - Date     Condition        Report By
 JT9023  HISTORY     - 1971     MONUMENTED       CA2330
 JT9023
 JT9023                          STATION DESCRIPTION
 JT9023
 JT9023'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9023'AT INTERSECTION OF HIGHWAY 29 (ST.  HELENA HIGHWAY) AND TROWER AVENUE,
 JT9023'NEAR CENTERLINES, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1735 ***********************************************************************
 EW1735  DESIGNATION -  17 B C OF LA
 EW1735  PID         -  EW1735
 EW1735  STATE/COUNTY-  CA/LOS ANGELES
 EW1735  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1735
 EW1735                         *CURRENT SURVEY CONTROL
 EW1735  ___________________________________________________________________
 EW1735* NAD 83(1986)-  34 04 00.     (N)    118 24 52.     (W)     SCALED    
 EW1735* NAVD 88     -        96.64   (+/-2cm)     317.1    (feet)  VERTCON   
 EW1735  ___________________________________________________________________
 EW1735  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1735  VERT ORDER  -  THIRD (See Below)
 EW1735
 EW1735.The horizontal coordinates were scaled from a topographic map and have
 EW1735.an estimated accuracy of +/- 6 seconds.
 EW1735
 EW1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1735.The vertical order pertains to the NGVD 29 superseded value.
 EW1735
 EW1735.The geoid height was determined by GEOID03.
 EW1735
 EW1735;                    North         East    Units  Estimated Accuracy
 EW1735;SPC CA 5     -   562,940.    1,961,740.      MT  (+/- 180 meters Scaled)
 EW1735
 EW1735                          SUPERSEDED SURVEY CONTROL
 EW1735
 EW1735  NGVD 29 (??/??/??)   95.87   (m)          314.5    (f) RESET       3  
 EW1735
 EW1735.Superseded values are not recommended for survey control.
 EW1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1735.See file dsdata.txt to determine how the superseded data were derived.
 EW1735
 EW1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694704(NAD 83)
 EW1735_MARKER: DD = SURVEY DISK
 EW1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1735_STAMPING: 17-B 314.45
 EW1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1735+STABILITY: SURFACE MOTION
 EW1735
 EW1735  HISTORY     - Date     Condition        Report By
 EW1735  HISTORY     - UNK      MONUMENTED       CA1980
 EW1735  HISTORY     - 1945     GOOD             NGS
 EW1735
 EW1735                          STATION DESCRIPTION
 EW1735
 EW1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1735'AT BEVERLY HILLS.
 EW1735'AT BEVERLY HILLS NEAR THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1735'WHITTIER DRIVE.  LOCATED ABOUT 750 FEET WEST OF WHITTIER DRIVE, ON
 EW1735'THE SOUTH SIDE OF WILSHIRE BOULEVARD, AT THE CENTER OF A SMALL
 EW1735'CURVE, 2.0 FEET SOUTH OF THE SOUTH CURB, AND ABOUT 1 INCH HIGHER
 EW1735'THAN CURB.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 17 B 314.45
 EW1735'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1030 ***********************************************************************
 FT1030  DESIGNATION -  17 BIS
 FT1030  PID         -  FT1030
 FT1030  STATE/COUNTY-  CA/KERN
 FT1030  USGS QUAD   -  CANTIL (1973)
 FT1030
 FT1030                         *CURRENT SURVEY CONTROL
 FT1030  ___________________________________________________________________
 FT1030* NAD 83(1986)-  35 19 36.     (N)    117 58 39.     (W)     SCALED    
 FT1030* NAVD 88     -       685.961  (meters)    2250.52   (feet)  ADJUSTED  
 FT1030  ___________________________________________________________________
 FT1030  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FT1030  DYNAMIC HT  -         685.197 (meters)    2248.02  (feet)  COMP
 FT1030  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 FT1030
 FT1030  VERT ORDER  -  FIRST     CLASS I
 FT1030
 FT1030.The horizontal coordinates were scaled from a topographic map and have
 FT1030.an estimated accuracy of +/- 6 seconds.
 FT1030
 FT1030.The orthometric height was determined by differential leveling
 FT1030.and adjusted in June 1991.
 FT1030.WARNING-Repeat measurements at this control monument indicate possible
 FT1030.vertical movement.
 FT1030
 FT1030.The geoid height was determined by GEOID03.
 FT1030
 FT1030.The dynamic height is computed by dividing the NAVD 88
 FT1030.geopotential number by the normal gravity value computed on the
 FT1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1030.degrees latitude (g = 980.6199 gals.).
 FT1030
 FT1030.The modeled gravity was interpolated from observed gravity values.
 FT1030
 FT1030;                    North         East    Units  Estimated Accuracy
 FT1030;SPC CA 5     -   702,630.    2,002,050.      MT  (+/- 180 meters Scaled)
 FT1030
 FT1030                          SUPERSEDED SURVEY CONTROL
 FT1030
 FT1030  NGVD 29 (??/??/92)  685.118  (m)         2247.76   (f) ADJ UNCH    1 1
 FT1030
 FT1030.Superseded values are not recommended for survey control.
 FT1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1030.See file dsdata.txt to determine how the superseded data were derived.
 FT1030
 FT1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV111097(NAD 83)
 FT1030_MARKER: DD = SURVEY DISK
 FT1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1030_SP_SET: CONCRETE POST
 FT1030_STAMPING: 17 BIS 1966 2248
 FT1030_MARK LOGO: USGS  
 FT1030_PROJECTION: PROJECTING 10 CENTIMETERS
 FT1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1030+STABILITY: SURFACE MOTION
 FT1030
 FT1030  HISTORY     - Date     Condition        Report By
 FT1030  HISTORY     - 1966     MONUMENTED       USGS
 FT1030  HISTORY     - 1977     GOOD             NGS
 FT1030  HISTORY     - 1983     GOOD             NGS
 FT1030
 FT1030                          STATION DESCRIPTION
 FT1030
 FT1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1030'2.7 MI NORTH FROM CANTIL.
 FT1030'2.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1030'CANTIL, ON TOP OF A SMALL KNOLL, 47.0 FT. EAST CENTER LINE OF
 FT1030'NORTHBOUND LANES, 27.0 FT. WEST CENTER LINE OF TRACK ROAD LEADING
 FT1030'NORTHEAST.
 FT1030
 FT1030                          STATION RECOVERY (1983)
 FT1030
 FT1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FT1030'RECOVERED IN GOOD CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE EXCEPT
 FT1030'OMIT--6.4 METERS (21 FT) WEST OF A WITNESS POST.  ADD--0.6 METER
 FT1030'(2 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9024 ***********************************************************************
 JT9024  DESIGNATION -  17 C
 JT9024  PID         -  JT9024
 JT9024  STATE/COUNTY-  CA/NAPA
 JT9024  USGS QUAD   -  NAPA (1980)
 JT9024
 JT9024                         *CURRENT SURVEY CONTROL
 JT9024  ___________________________________________________________________
 JT9024* NAD 83(1986)-  38 19 54.     (N)    122 19 04.     (W)     SCALED    
 JT9024* NAVD 88     -        22.81   (+/-2cm)      74.8    (feet)  VERTCON   
 JT9024  ___________________________________________________________________
 JT9024  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT9024  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9024
 JT9024.The horizontal coordinates were scaled from a topographic map and have
 JT9024.an estimated accuracy of +/- 6 seconds.
 JT9024
 JT9024.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9024.The vertical order pertains to the NGVD 29 superseded value.
 JT9024
 JT9024.The geoid height was determined by GEOID03.
 JT9024
 JT9024;                    North         East    Units  Estimated Accuracy
 JT9024;SPC CA 2     -   573,870.    1,972,220.      MT  (+/- 180 meters Scaled)
 JT9024
 JT9024                          SUPERSEDED SURVEY CONTROL
 JT9024
 JT9024  NGVD 29 (??/??/92)   22.015  (m)           72.23   (f) ADJ UNCH    2 2
 JT9024
 JT9024.Superseded values are not recommended for survey control.
 JT9024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9024.See file dsdata.txt to determine how the superseded data were derived.
 JT9024
 JT9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596428(NAD 83)
 JT9024_MARKER: DD = SURVEY DISK
 JT9024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9024_SP_SET: CONCRETE POST
 JT9024_MARK LOGO: CA2330
 JT9024_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9024+STABILITY: SURFACE MOTION
 JT9024
 JT9024  HISTORY     - Date     Condition        Report By
 JT9024  HISTORY     - 1971     MONUMENTED       CA2330
 JT9024
 JT9024                          STATION DESCRIPTION
 JT9024
 JT9024'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9024'ALONG HIGHWAY 29 (ST.  HELENA) AT INTERSECTION OF WISE DRIVE, IN
 JT9024'MEDIAN, 10 FT (3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE
 JT9024'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0232 ***********************************************************************
 MX0232  DESIGNATION -  17 C USGS
 MX0232  PID         -  MX0232
 MX0232  STATE/COUNTY-  CA/TRINITY
 MX0232  USGS QUAD   -  SCOTT MOUNTAIN (1986)
 MX0232
 MX0232                         *CURRENT SURVEY CONTROL
 MX0232  ___________________________________________________________________
 MX0232* NAD 83(1986)-  41 15 23.     (N)    122 40 25.     (W)     SCALED    
 MX0232* NAVD 88     -      1417.978  (meters)    4652.15   (feet)  ADJUSTED  
 MX0232  ___________________________________________________________________
 MX0232  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 MX0232  DYNAMIC HT  -        1417.005 (meters)    4648.96  (feet)  COMP
 MX0232  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 MX0232
 MX0232  VERT ORDER  -  SECOND    CLASS 0
 MX0232
 MX0232.The horizontal coordinates were scaled from a topographic map and have
 MX0232.an estimated accuracy of +/- 6 seconds.
 MX0232
 MX0232.The orthometric height was determined by differential leveling
 MX0232.and adjusted in June 1991.
 MX0232
 MX0232.The geoid height was determined by GEOID03.
 MX0232
 MX0232.The dynamic height is computed by dividing the NAVD 88
 MX0232.geopotential number by the normal gravity value computed on the
 MX0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0232.degrees latitude (g = 980.6199 gals.).
 MX0232
 MX0232.The modeled gravity was interpolated from observed gravity values.
 MX0232
 MX0232;                    North         East    Units  Estimated Accuracy
 MX0232;SPC CA 1     -   713,750.    1,943,550.      MT  (+/- 180 meters Scaled)
 MX0232
 MX0232                          SUPERSEDED SURVEY CONTROL
 MX0232
 MX0232  NGVD 29 (??/??/??) 1416.931  (m)         4648.71   (f) ADJUSTED    2 0
 MX0232
 MX0232.Superseded values are not recommended for survey control.
 MX0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0232.See file dsdata.txt to determine how the superseded data were derived.
 MX0232
 MX0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL273672(NAD 83)
 MX0232_MARKER: DB = BENCH MARK DISK
 MX0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0232_SP_SET: BOULDER
 MX0232_STAMPING: 17 C 1931
 MX0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0232
 MX0232  HISTORY     - Date     Condition        Report By
 MX0232  HISTORY     - 1931     MONUMENTED       USGS
 MX0232  HISTORY     - 1935     GOOD             NGS
 MX0232
 MX0232                          STATION DESCRIPTION
 MX0232
 MX0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MX0232'16.6 MI N FROM CARRVILLE.
 MX0232'16.6 MILES NORTH ALONG THE WEAVERVILLE-CALLAHAN ROAD FROM
 MX0232'CARRVILLE, TRINITY COUNTY, 40 YARDS NORTH OF A SHARP HAIRPIN TURN
 MX0232'IN THE ROAD, AT THE TOP OF A CANYON TRAVERSED BY A CREEK, AT A
 MX0232'VERY LARGE ROCK OUTCROP, IN THE TOP OF ONE OF A SERIES OF BOULDERS,
 MX0232'HIGH ABOVE THE CREEKBED AND THE BOTTOM OF THE CANYON, AND ABOUT
 MX0232'40 FEET ABOVE THE LEVEL OF THE ROAD.  A UNITED STATES GEOLOGICAL
 MX0232'SURVEY STANDARD DISK, STAMPED 17 C 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9025 ***********************************************************************
 JT9025  DESIGNATION -  17 D
 JT9025  PID         -  JT9025
 JT9025  STATE/COUNTY-  CA/NAPA
 JT9025  USGS QUAD   -  NAPA (1980)
 JT9025
 JT9025                         *CURRENT SURVEY CONTROL
 JT9025  ___________________________________________________________________
 JT9025* NAD 83(1986)-  38 20 06.     (N)    122 19 10.     (W)     SCALED    
 JT9025* NAVD 88     -        23.40   (+/-2cm)      76.8    (feet)  VERTCON   
 JT9025  ___________________________________________________________________
 JT9025  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9025  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9025
 JT9025.The horizontal coordinates were scaled from a topographic map and have
 JT9025.an estimated accuracy of +/- 6 seconds.
 JT9025
 JT9025.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9025.The vertical order pertains to the NGVD 29 superseded value.
 JT9025
 JT9025.The geoid height was determined by GEOID03.
 JT9025
 JT9025;                    North         East    Units  Estimated Accuracy
 JT9025;SPC CA 2     -   574,240.    1,972,070.      MT  (+/- 180 meters Scaled)
 JT9025
 JT9025                          SUPERSEDED SURVEY CONTROL
 JT9025
 JT9025  NGVD 29 (??/??/92)   22.61   (m)           74.2    (f) COMPUTED    2 2
 JT9025
 JT9025.Superseded values are not recommended for survey control.
 JT9025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9025.See file dsdata.txt to determine how the superseded data were derived.
 JT9025
 JT9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594432(NAD 83)
 JT9025_MARKER: DD = SURVEY DISK
 JT9025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9025_SP_SET: CONCRETE POST
 JT9025_MARK LOGO: CA2330
 JT9025_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9025+STABILITY: SURFACE MOTION
 JT9025
 JT9025  HISTORY     - Date     Condition        Report By
 JT9025  HISTORY     - 1971     MONUMENTED       CA2330
 JT9025
 JT9025                          STATION DESCRIPTION
 JT9025
 JT9025'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9025'ALONG HIGHWAY NO. 29 (ST.  HELENA) AT INTERSECTION WITH EL CENTRO, IN
 JT9025'MEDIAN, 5 FT (1.5 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE
 JT9025'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9026 ***********************************************************************
 JT9026  DESIGNATION -  17 E
 JT9026  PID         -  JT9026
 JT9026  STATE/COUNTY-  CA/NAPA
 JT9026  USGS QUAD   -  NAPA (1980)
 JT9026
 JT9026                         *CURRENT SURVEY CONTROL
 JT9026  ___________________________________________________________________
 JT9026* NAD 83(1986)-  38 20 12.     (N)    122 19 16.     (W)     SCALED    
 JT9026* NAVD 88     -        24.58   (+/-2cm)      80.6    (feet)  VERTCON   
 JT9026  ___________________________________________________________________
 JT9026  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT9026  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9026
 JT9026.The horizontal coordinates were scaled from a topographic map and have
 JT9026.an estimated accuracy of +/- 6 seconds.
 JT9026
 JT9026.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9026.The vertical order pertains to the NGVD 29 superseded value.
 JT9026
 JT9026.The geoid height was determined by GEOID03.
 JT9026
 JT9026;                    North         East    Units  Estimated Accuracy
 JT9026;SPC CA 2     -   574,420.    1,971,930.      MT  (+/- 180 meters Scaled)
 JT9026
 JT9026                          SUPERSEDED SURVEY CONTROL
 JT9026
 JT9026  NGVD 29 (??/??/92)   23.78   (m)           78.0    (f) COMPUTED    2 2
 JT9026
 JT9026.Superseded values are not recommended for survey control.
 JT9026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9026.See file dsdata.txt to determine how the superseded data were derived.
 JT9026
 JT9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593433(NAD 83)
 JT9026_MARKER: DD = SURVEY DISK
 JT9026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9026_SP_SET: CONCRETE POST
 JT9026_MARK LOGO: CA2330
 JT9026_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9026+STABILITY: SURFACE MOTION
 JT9026
 JT9026  HISTORY     - Date     Condition        Report By
 JT9026  HISTORY     - 1971     MONUMENTED       CA2330
 JT9026
 JT9026                          STATION DESCRIPTION
 JT9026
 JT9026'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9026'ALONG HIGHWAY NO. 29 (ST.  HELENA) AT INTERSECTION WITH WEST SALVADO,
 JT9026'10 FT (3.0 M) NORTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT9026'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2276 ***********************************************************************
 EV2276  DESIGNATION -  17 FMK
 EV2276  PID         -  EV2276
 EV2276  STATE/COUNTY-  CA/KERN
 EV2276  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2276
 EV2276                         *CURRENT SURVEY CONTROL
 EV2276  ___________________________________________________________________
 EV2276* NAD 83(1986)-  34 59 56.     (N)    117 39 18.     (W)     SCALED    
 EV2276* NAVD 88     -       748.873  (meters)    2456.93   (feet)  ADJUSTED  
 EV2276  ___________________________________________________________________
 EV2276  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2276  DYNAMIC HT  -         748.032 (meters)    2454.17  (feet)  COMP
 EV2276  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 EV2276
 EV2276  VERT ORDER  -  FIRST     CLASS I
 EV2276
 EV2276.The horizontal coordinates were scaled from a topographic map and have
 EV2276.an estimated accuracy of +/- 6 seconds.
 EV2276
 EV2276.The orthometric height was determined by differential leveling
 EV2276.and adjusted in June 1991.
 EV2276
 EV2276.The geoid height was determined by GEOID03.
 EV2276
 EV2276.The dynamic height is computed by dividing the NAVD 88
 EV2276.geopotential number by the normal gravity value computed on the
 EV2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2276.degrees latitude (g = 980.6199 gals.).
 EV2276
 EV2276.The modeled gravity was interpolated from observed gravity values.
 EV2276
 EV2276;                    North         East    Units  Estimated Accuracy
 EV2276;SPC CA 5     -   666,320.    2,031,490.      MT  (+/- 180 meters Scaled)
 EV2276
 EV2276                          SUPERSEDED SURVEY CONTROL
 EV2276
 EV2276  NGVD 29 (??/??/92)  748.076  (m)         2454.31   (f) ADJ UNCH    1 1
 EV2276
 EV2276.Superseded values are not recommended for survey control.
 EV2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2276.See file dsdata.txt to determine how the superseded data were derived.
 EV2276
 EV2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU402731(NAD 83)
 EV2276_MARKER: DD = SURVEY DISK
 EV2276_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2276_SP_SET: 15 FEET
 EV2276_STAMPING: 17 FMK 1973
 EV2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2276+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 EV2276
 EV2276  HISTORY     - Date     Condition        Report By
 EV2276  HISTORY     - 1973     MONUMENTED       USGS
 EV2276  HISTORY     - 1974     GOOD             NGS
 EV2276  HISTORY     - 1977     GOOD             NGS
 EV2276  HISTORY     - 20010423 GOOD             CONDOR
 EV2276
 EV2276                          STATION DESCRIPTION
 EV2276
 EV2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2276'AT BORON.
 EV2276'AT BORON, 0.2 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA
 EV2276'FE RAILWAY FROM THE STATION, 43.0 FEET SOUTH OF THE SOUTH RAIL
 EV2276'OF THE MAIN TRACK, 42 1/2 FEET WEST OF THE EXTENDED CENTER LINE
 EV2276'OF PATRICIA AVENUE, 85 FEET NORTH OF THE EXTENDED CENTER LINE
 EV2276'OF JESSIE STREET, 3 FEET SOUTHWEST OF TELEPHONE POLE 194-9,
 EV2276'1.6 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 EV2276'TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A
 EV2276'DEPTH OF 15 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED
 EV2276'IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2276'SECTION 31, T 11N, R 7W
 EV2276
 EV2276                          STATION RECOVERY (1977)
 EV2276
 EV2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2276'RECOVERED IN GOOD CONDITION.
 EV2276
 EV2276                          STATION RECOVERY (2001)
 EV2276
 EV2276'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS)
 EV2276'BORON STATION AND TELEPHONE POLE NO LONGER EXIST. FROM BORON AVE.
 EV2276'SOUTH OF 20 MULE TEAM AVE. 0.35 MI.WEST ALONG DIRT ROAD SOUTH SIDE OF
 EV2276'TRACKS. FOUND DOWN 0.10' IN BRUSH.  WITNESS POST MISSING. DELETE
 EV2276'REFERENCES TO TRAIN STATION, POLE NUMBER, AND WITNESS POST
 EV2276' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9027 ***********************************************************************
 JT9027  DESIGNATION -  17 G
 JT9027  PID         -  JT9027
 JT9027  STATE/COUNTY-  CA/NAPA
 JT9027  USGS QUAD   -  NAPA (1980)
 JT9027
 JT9027                         *CURRENT SURVEY CONTROL
 JT9027  ___________________________________________________________________
 JT9027* NAD 83(1986)-  38 20 24.     (N)    122 19 28.     (W)     SCALED    
 JT9027* NAVD 88     -        26.33   (+/-2cm)      86.4    (feet)  VERTCON   
 JT9027  ___________________________________________________________________
 JT9027  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9027  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9027
 JT9027.The horizontal coordinates were scaled from a topographic map and have
 JT9027.an estimated accuracy of +/- 6 seconds.
 JT9027
 JT9027.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9027.The vertical order pertains to the NGVD 29 superseded value.
 JT9027
 JT9027.The geoid height was determined by GEOID03.
 JT9027
 JT9027;                    North         East    Units  Estimated Accuracy
 JT9027;SPC CA 2     -   574,800.    1,971,640.      MT  (+/- 180 meters Scaled)
 JT9027
 JT9027                          SUPERSEDED SURVEY CONTROL
 JT9027
 JT9027  NGVD 29 (??/??/92)   25.52   (m)           83.7    (f) COMPUTED    2 2
 JT9027
 JT9027.Superseded values are not recommended for survey control.
 JT9027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9027.See file dsdata.txt to determine how the superseded data were derived.
 JT9027
 JT9027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590437(NAD 83)
 JT9027_MARKER: DD = SURVEY DISK
 JT9027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9027_SP_SET: CONCRETE POST
 JT9027_MARK LOGO: CA2330
 JT9027_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9027+STABILITY: SURFACE MOTION
 JT9027
 JT9027  HISTORY     - Date     Condition        Report By
 JT9027  HISTORY     - 1971     MONUMENTED       CA2330
 JT9027
 JT9027                          STATION DESCRIPTION
 JT9027
 JT9027'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9027'ALONG HIGHWAY NO. 29 (ST.  HELENA), 160 FT (48.8 M) SOUTH OF STATE EC
 JT9027'MONUMENT 83+18.84, SOUTHBOUND LANE, EAST OF EP, A WELL TYPE CONCRETE
 JT9027'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1901 ***********************************************************************
 DY1901  DESIGNATION -  17 H C OF LA
 DY1901  PID         -  DY1901
 DY1901  STATE/COUNTY-  CA/LOS ANGELES
 DY1901  USGS QUAD   -  TORRANCE (1981)
 DY1901
 DY1901                         *CURRENT SURVEY CONTROL
 DY1901  ___________________________________________________________________
 DY1901* NAD 83(1986)-  33 47 52.     (N)    118 17 50.     (W)     SCALED    
 DY1901* NAVD 88     -        21.85   (+/-2cm)      71.7    (feet)  VERTCON   
 DY1901  ___________________________________________________________________
 DY1901  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1901  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1901
 DY1901.The horizontal coordinates were scaled from a topographic map and have
 DY1901.an estimated accuracy of +/- 6 seconds.
 DY1901
 DY1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1901.The vertical order pertains to the NGVD 29 superseded value.
 DY1901
 DY1901.The geoid height was determined by GEOID03.
 DY1901
 DY1901;                    North         East    Units  Estimated Accuracy
 DY1901;SPC CA 5     -   533,070.    1,972,480.      MT  (+/- 180 meters Scaled)
 DY1901
 DY1901                          SUPERSEDED SURVEY CONTROL
 DY1901
 DY1901  NGVD 29 (??/??/92)   21.09   (m)           69.2    (f) COMPUTED    1 2
 DY1901
 DY1901.Superseded values are not recommended for survey control.
 DY1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1901.See file dsdata.txt to determine how the superseded data were derived.
 DY1901
 DY1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799404(NAD 83)
 DY1901_MARKER: DD = SURVEY DISK
 DY1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1901_STAMPING: 17 H 70.09
 DY1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1901+STABILITY: SURFACE MOTION
 DY1901
 DY1901  HISTORY     - Date     Condition        Report By
 DY1901  HISTORY     - UNK      MONUMENTED       CA1980
 DY1901  HISTORY     - 1946     GOOD             NGS
 DY1901  HISTORY     - 1961     GOOD             CA1980
 DY1901
 DY1901                          STATION DESCRIPTION
 DY1901
 DY1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1901'1 MI N FROM WILMINGTON.
 DY1901'1.0 MILE NORTH ALONG NORMANDIE AVENUE FROM THE CROSSING OF
 DY1901'ANAHEIM STREET AT WILMINGTON, IN THE SOUTHWEST CORNER OF THE
 DY1901'INTERSECTION OF NORMANDIE AVENUE AND LOMITA BOULEVARD, 53 FEET
 DY1901'SOUTH OF THE SOUTH CURBLINE OF LOMITA BOULEVARD, 2.2 FEET NORTH
 DY1901'OF A FIRE HYDRANT, 2.1 FEET WEST OF THE WEST CURB OF NORMANDIE
 DY1901'AVENUE.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 17 H 70.09
 DY1901'AND SET IN THE TOP OF A CONCRETE POST.
 DY1901
 DY1901                          STATION RECOVERY (1961)
 DY1901
 DY1901'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 DY1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0360 ***********************************************************************
 DX0360  DESIGNATION -  17 JRH
 DX0360  PID         -  DX0360
 DX0360  STATE/COUNTY-  CA/SAN DIEGO
 DX0360  USGS QUAD   -  BORREGO SINK (1959)
 DX0360
 DX0360                         *CURRENT SURVEY CONTROL
 DX0360  ___________________________________________________________________
 DX0360* NAD 83(1986)-  33 08 43.     (N)    116 21 08.     (W)     SCALED    
 DX0360* NAVD 88     -       533.839  (meters)    1751.44   (feet)  READJUSTED
 DX0360  ___________________________________________________________________
 DX0360  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DX0360  DYNAMIC HT  -         533.190 (meters)    1749.31  (feet)  COMP
 DX0360  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 DX0360
 DX0360  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0360
 DX0360.The horizontal coordinates were scaled from a topographic map and have
 DX0360.an estimated accuracy of +/- 6 seconds.
 DX0360
 DX0360.The orthometric height was determined by differential leveling
 DX0360.and adjusted in February 1993.
 DX0360.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0360.distribution rate of 0.0 thru 1.0 mm/km.
 DX0360.The height was derived from older observations constrained to new
 DX0360.heights in a crustal motion area.  The height is approximate in
 DX0360.relation to other heights in its vicinity.
 DX0360
 DX0360.The geoid height was determined by GEOID03.
 DX0360
 DX0360.The dynamic height is computed by dividing the NAVD 88
 DX0360.geopotential number by the normal gravity value computed on the
 DX0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0360.degrees latitude (g = 980.6199 gals.).
 DX0360
 DX0360.The modeled gravity was interpolated from observed gravity values.
 DX0360
 DX0360;                    North         East    Units  Estimated Accuracy
 DX0360;SPC CA 6     -   608,540.    1,990,460.      MT  (+/- 180 meters Scaled)
 DX0360
 DX0360                          SUPERSEDED SURVEY CONTROL
 DX0360
 DX0360  NGVD 29 (??/??/92)  533.142  (m)         1749.15   (f) ADJ UNCH    1 1
 DX0360
 DX0360.Superseded values are not recommended for survey control.
 DX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0360.See file dsdata.txt to determine how the superseded data were derived.
 DX0360
 DX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS604675(NAD 83)
 DX0360_MARKER: DD = SURVEY DISK
 DX0360_SETTING: 66 = SET IN ROCK OUTCROP
 DX0360_SP_SET: ROCK OUTCROP
 DX0360_STAMPING: 17 JRH 1957 1750 ELV 1748.974
 DX0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0360+STABILITY: POSITION/ELEVATION WELL
 DX0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0360+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DX0360
 DX0360  HISTORY     - Date     Condition        Report By
 DX0360  HISTORY     - 1957     MONUMENTED       USGS
 DX0360  HISTORY     - 1968     GOOD             CA-073
 DX0360  HISTORY     - 1970     GOOD             CA-073
 DX0360  HISTORY     - 1978     GOOD             NGS
 DX0360  HISTORY     - 19950330 GOOD             USPSQD
 DX0360  HISTORY     - 20031109 GOOD             INDIV
 DX0360
 DX0360                          STATION DESCRIPTION
 DX0360
 DX0360'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0360'9.4 MI S FROM BORREGO SPRINGS.
 DX0360'9.4 MILES SOUTH OF BORREGO SCHOOL, 1.5 MILES NE OF TAMARISK GROVE
 DX0360'WHERE ROAD CROSS PROMINENT SADDLE, 290 FEET E OF CENTERLINE OF
 DX0360'ROAD, AT N BASE LOW ROCKY TOP IN GRANITE OUTCROP, SSM STAMPED
 DX0360'17 JRH 1957 1750 ELV 1748.974.  T12S R6E 09.
 DX0360
 DX0360                          STATION RECOVERY (1970)
 DX0360
 DX0360'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0360'RECOVERED IN GOOD CONDITION.
 DX0360
 DX0360                          STATION RECOVERY (1978)
 DX0360
 DX0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0360'2.4 MILES SOUTH ALONG BORREGO VALLEY ROAD FROM THE BORREGO ELEMENTARY
 DX0360'SCHOOL, THENCE 1.1 MILES EAST ALONG RANGO WAY, THENCE 0.55 MILE SOUTH
 DX0360'ALONG YAQUI PASS ROAD, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD S3,
 DX0360'AT YAQUI PASS, THENCE ABOUT 150 YARDS SOUTH ALONG THE W.M. KENYON
 DX0360'SCENIC OVERLOOK FOOT TRAIL, IN THE TOP OF A 6 BY 7 FT. BROWN DIAMOND
 DX0360'SHAPED GRANITE OUTCROP, ON THE NORTH SIDE AND 20 FT. LOWER THAN A
 DX0360'LARGE JAGGED ISOLATED 20 FT. OUTCROP, 99.8 FT. EAST OF THE CENTER LINE
 DX0360'OF THE FOOT TRAIL.
 DX0360
 DX0360                          STATION RECOVERY (1995)
 DX0360
 DX0360'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0360'RECOVERED IN GOOD CONDITION.
 DX0360
 DX0360                          STATION RECOVERY (2003)
 DX0360
 DX0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLS)
 DX0360'GPS SLIGHTLY OFF MY READINGS N 33 8.732 W 116 21.137
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0360 ***********************************************************************
 FT0360  DESIGNATION -  17 KSM
 FT0360  PID         -  FT0360
 FT0360  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0360  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0360
 FT0360                         *CURRENT SURVEY CONTROL
 FT0360  ___________________________________________________________________
 FT0360* NAD 83(1986)-  35 31 18.     (N)    117 14 00.     (W)     SCALED    
 FT0360* NAVD 88     -       704.506  (meters)    2311.37   (feet)  ADJUSTED  
 FT0360  ___________________________________________________________________
 FT0360  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FT0360  DYNAMIC HT  -         703.731 (meters)    2308.82  (feet)  COMP
 FT0360  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 FT0360
 FT0360  VERT ORDER  -  FIRST     CLASS II
 FT0360
 FT0360.The horizontal coordinates were scaled from a topographic map and have
 FT0360.an estimated accuracy of +/- 6 seconds.
 FT0360
 FT0360.The orthometric height was determined by differential leveling
 FT0360.and adjusted in June 1991.
 FT0360
 FT0360.The geoid height was determined by GEOID03.
 FT0360
 FT0360.The dynamic height is computed by dividing the NAVD 88
 FT0360.geopotential number by the normal gravity value computed on the
 FT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0360.degrees latitude (g = 980.6199 gals.).
 FT0360
 FT0360.The modeled gravity was interpolated from observed gravity values.
 FT0360
 FT0360;                    North         East    Units  Estimated Accuracy
 FT0360;SPC CA 5     -   724,530.    2,069,540.      MT  (+/- 180 meters Scaled)
 FT0360
 FT0360                          SUPERSEDED SURVEY CONTROL
 FT0360
 FT0360  NGVD 29 (??/??/92)  703.719  (m)         2308.78   (f) ADJ UNCH    1 2
 FT0360
 FT0360.Superseded values are not recommended for survey control.
 FT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0360.See file dsdata.txt to determine how the superseded data were derived.
 FT0360
 FT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV788309(NAD 83)
 FT0360_MARKER: DD = SURVEY DISK
 FT0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0360_STAMPING: 2309 17KSM 1946
 FT0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0360+STABILITY: SURFACE MOTION
 FT0360
 FT0360  HISTORY     - Date     Condition        Report By
 FT0360  HISTORY     - 1946     MONUMENTED       USGS
 FT0360  HISTORY     - 1950     GOOD             NGS
 FT0360  HISTORY     - 1985     GOOD             DMA
 FT0360
 FT0360                          STATION DESCRIPTION
 FT0360
 FT0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0360'36 MI SE FROM RIDGECREST.
 FT0360'STATION IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0360'WASH, MOJAVE GUNNERY RANGE B 5.1 MILES NORTHEAST FROM SIGN
 FT0360'SANDORA 2.0 MILES EAST OF TRIANGULATION MARK FAR USGS 1945, 24
 FT0360'FT SOUTH OF THE CENTER LINE OF THE ROAD, 50 FT SOUTH OF PILE OF
 FT0360'ROCKS ON THE OPPOSITE SIDE OF THE ROAD.  THE STATION IS A USGS
 FT0360'BM SET IN A CYLINDRICAL CONCRETE POST PROJECTION 5 IN ABOVE
 FT0360'THE GROUND AND IS STAMPED 2309 17 KSM 1946.  DIRECTIONS TO REACH
 FT0360'THE STATION MAY BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0360'LABORATORY ON THE NAVAL ORDNANCE TEST STATION.
 FT0360
 FT0360                          STATION RECOVERY (1985)
 FT0360
 FT0360'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 FT0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1634 ***********************************************************************
 EW1634  DESIGNATION -  17 M 3 C OF LA
 EW1634  PID         -  EW1634
 EW1634  STATE/COUNTY-  CA/LOS ANGELES
 EW1634  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1634
 EW1634                         *CURRENT SURVEY CONTROL
 EW1634  ___________________________________________________________________
 EW1634* NAD 83(1986)-  34 02 17.     (N)    118 23 18.     (W)     SCALED    
 EW1634* NAVD 88     -        39.18   (+/-2cm)     128.5    (feet)  VERTCON   
 EW1634  ___________________________________________________________________
 EW1634  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1634  VERT ORDER  -  THIRD (See Below)
 EW1634
 EW1634.The horizontal coordinates were scaled from a topographic map and have
 EW1634.an estimated accuracy of +/- 6 seconds.
 EW1634
 EW1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1634.The vertical order pertains to the NGVD 29 superseded value.
 EW1634
 EW1634.The geoid height was determined by GEOID03.
 EW1634
 EW1634;                    North         East    Units  Estimated Accuracy
 EW1634;SPC CA 5     -   559,750.    1,964,140.      MT  (+/- 180 meters Scaled)
 EW1634
 EW1634                          SUPERSEDED SURVEY CONTROL
 EW1634
 EW1634  NGVD 29 (??/??/??)   38.42   (m)          126.0    (f) RESET       3  
 EW1634
 EW1634.Superseded values are not recommended for survey control.
 EW1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1634.See file dsdata.txt to determine how the superseded data were derived.
 EW1634
 EW1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT718672(NAD 83)
 EW1634_MARKER: DD = SURVEY DISK
 EW1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1634_STAMPING: 126.38 17 M 3
 EW1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1634+STABILITY: SURFACE MOTION
 EW1634
 EW1634  HISTORY     - Date     Condition        Report By
 EW1634  HISTORY     - UNK      MONUMENTED       CA1980
 EW1634  HISTORY     - 1964     GOOD             NGS
 EW1634
 EW1634                          STATION DESCRIPTION
 EW1634
 EW1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1634'AT LOS ANGELES.
 EW1634'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 EW1634'ROBERTSON BOULEVARD AND BEVERLYWOOD STREET, 4.7 FEET WEST OF
 EW1634'THE WEST CURB OF THE BOULEVARD, 10.7 FEET SOUTH OF THE SOUTH
 EW1634'CURB OF THE STREET, 10.2 FEET NORTHEAST OF THE NORTHEAST CORNER
 EW1634'OF BUILDING NO. 2601, AND SET IN THE TOP OF A CONCRETE POST
 EW1634'FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1635 ***********************************************************************
 EW1635  DESIGNATION -  17 N 1 C OF LA
 EW1635  PID         -  EW1635
 EW1635  STATE/COUNTY-  CA/LOS ANGELES
 EW1635  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1635
 EW1635                         *CURRENT SURVEY CONTROL
 EW1635  ___________________________________________________________________
 EW1635* NAD 83(1986)-  34 02 31.     (N)    118 23 14.     (W)     SCALED    
 EW1635* NAVD 88     -        42.06   (+/-2cm)     138.0    (feet)  VERTCON   
 EW1635  ___________________________________________________________________
 EW1635  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1635  VERT ORDER  -  THIRD (See Below)
 EW1635
 EW1635.The horizontal coordinates were scaled from a topographic map and have
 EW1635.an estimated accuracy of +/- 6 seconds.
 EW1635
 EW1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1635.The vertical order pertains to the NGVD 29 superseded value.
 EW1635
 EW1635.The geoid height was determined by GEOID03.
 EW1635
 EW1635;                    North         East    Units  Estimated Accuracy
 EW1635;SPC CA 5     -   560,190.    1,964,240.      MT  (+/- 180 meters Scaled)
 EW1635
 EW1635                          SUPERSEDED SURVEY CONTROL
 EW1635
 EW1635  NGVD 29 (??/??/??)   41.29   (m)          135.5    (f) RESET       3  
 EW1635
 EW1635.Superseded values are not recommended for survey control.
 EW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1635.See file dsdata.txt to determine how the superseded data were derived.
 EW1635
 EW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT719676(NAD 83)
 EW1635_MARKER: DD = SURVEY DISK
 EW1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1635_STAMPING: 135.86 17N-1
 EW1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1635+STABILITY: SURFACE MOTION
 EW1635
 EW1635  HISTORY     - Date     Condition        Report By
 EW1635  HISTORY     - UNK      MONUMENTED       CA1980
 EW1635  HISTORY     - 1945     GOOD             NGS
 EW1635  HISTORY     - 1964     GOOD             NGS
 EW1635
 EW1635                          STATION DESCRIPTION
 EW1635
 EW1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1635'AT LOS ANGELES.
 EW1635'AT LOS ANGELES AT THE INTERSECTION OF ROBERTSON BOULEVARD AND
 EW1635'GUTHRIE AVENUE, 11.5 FEET EAST OF THE EAST CURBLINE OF ROBERTSON
 EW1635'BOULEVARD, 6.0 FEET NORTH OF NORTH CURB OF GUTHRIE AVENUE AND
 EW1635'FLUSH WITH THE SIDEWALK.  A CITY OF LOS ANGELES STANDARD DISK,
 EW1635'STAMPED 135.86 17 N 1 AND SET IN THE TOP OF A CONCRETE POST.
 EW1635
 EW1635                          STATION RECOVERY (1964)
 EW1635
 EW1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0934 ***********************************************************************
 EV0934  DESIGNATION -  17 NAFB
 EV0934  PID         -  EV0934
 EV0934  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0934  USGS QUAD   -  REDLANDS (1996)
 EV0934
 EV0934                         *CURRENT SURVEY CONTROL
 EV0934  ___________________________________________________________________
 EV0934* NAD 83(1986)-  34 05 34.     (N)    117 13 57.     (W)     SCALED    
 EV0934* NAVD 88     -       338.76   (+/-2cm)    1111.4    (feet)  VERTCON   
 EV0934  ___________________________________________________________________
 EV0934  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 EV0934  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0934
 EV0934.The horizontal coordinates were scaled from a topographic map and have
 EV0934.an estimated accuracy of +/- 6 seconds.
 EV0934
 EV0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0934.The vertical order pertains to the NGVD 29 superseded value.
 EV0934
 EV0934.The geoid height was determined by GEOID03.
 EV0934
 EV0934;                    North         East    Units  Estimated Accuracy
 EV0934;SPC CA 5     -   566,030.    2,070,830.      MT  (+/- 180 meters Scaled)
 EV0934
 EV0934                          SUPERSEDED SURVEY CONTROL
 EV0934
 EV0934  NGVD 29 (??/??/92)  338.01   (m)         1109.0    (f) COMPUTED    1 2
 EV0934
 EV0934.Superseded values are not recommended for survey control.
 EV0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0934.See file dsdata.txt to determine how the superseded data were derived.
 EV0934
 EV0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT785724(NAD 83)
 EV0934_MARKER: P = PIPE CAP
 EV0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0934_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0934
 EV0934  HISTORY     - Date     Condition        Report By
 EV0934  HISTORY     - UNK      MONUMENTED       DOD
 EV0934  HISTORY     - 1956     GOOD             NGS
 EV0934  HISTORY     - 1967     MARK NOT FOUND   NGS
 EV0934
 EV0934                          STATION DESCRIPTION
 EV0934
 EV0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0934'AT NORTON AFB.
 EV0934'AT NORTON AIR FORCE BASE, 0.2 MILE EAST ALONG Y STREET FROM
 EV0934'GATE 5, THENCE 0.25 MILE SOUTH ALONG 106TH STREET, THENCE 0.3
 EV0934'MILE EAST ALONG U STREET, THENCE 1.3 MILES SOUTHWEST ALONG
 EV0934'SOUTH PRIMITER ROAD, 0.9 MILE NORTHEAST OF BENCH MARK Y 526
 EV0934'(USED), AT THE DUMP GROUND, IN LINE WITH THE CENTER LINE OF TAXIWAY
 EV0934'13-31, 108.4 FEET SOUTHWEST OF A 4- BY 4-INCH POST SUPPORTING
 EV0934'A STOP DO NOT PROCEED IF PLANES ARE LANDING OR TAKING OFF SIGN,
 EV0934'79 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD (SLOPE
 EV0934'MEASUREMENT), 67.2 FEET NORTH OF A GOVERNMENT PROPERTY SIGN, 65.4
 EV0934'FEET SOUTHEAST OF A FENCE, 0.8 FOOT NORTHWEST OF A WITNESS POST,
 EV0934'ABOUT 10 FEET LOWER THAN THE ROAD, A BRASS CAP SET IN CONCRETE
 EV0934'0.4 FOOT UNDER GROUND.
 EV0934
 EV0934                          STATION RECOVERY (1967)
 EV0934
 EV0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EV0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1056 ***********************************************************************
 DW1056  DESIGNATION -  17 P MWDSC
 DW1056  PID         -  DW1056
 DW1056  STATE/COUNTY-  CA/RIVERSIDE
 DW1056  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW1056
 DW1056                         *CURRENT SURVEY CONTROL
 DW1056  ___________________________________________________________________
 DW1056* NAD 83(1986)-  33 52 13.     (N)    115 21 32.     (W)     SCALED    
 DW1056* NAVD 88     -       304.690  (meters)     999.64   (feet)  ADJUSTED  
 DW1056  ___________________________________________________________________
 DW1056  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DW1056  DYNAMIC HT  -         304.350 (meters)     998.52  (feet)  COMP
 DW1056  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 DW1056
 DW1056  VERT ORDER  -  FIRST     CLASS I
 DW1056
 DW1056.The horizontal coordinates were scaled from a topographic map and have
 DW1056.an estimated accuracy of +/- 6 seconds.
 DW1056
 DW1056.The orthometric height was determined by differential leveling
 DW1056.and adjusted in June 1991.
 DW1056
 DW1056.The geoid height was determined by GEOID03.
 DW1056
 DW1056.The dynamic height is computed by dividing the NAVD 88
 DW1056.geopotential number by the normal gravity value computed on the
 DW1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1056.degrees latitude (g = 980.6199 gals.).
 DW1056
 DW1056.The modeled gravity was interpolated from observed gravity values.
 DW1056
 DW1056;                    North         East    Units  Estimated Accuracy
 DW1056;SPC CA 6     -   689,290.    2,082,450.      MT  (+/- 180 meters Scaled)
 DW1056
 DW1056                          SUPERSEDED SURVEY CONTROL
 DW1056
 DW1056  NGVD 29 (??/??/92)  304.003  (m)          997.38   (f) ADJ UNCH    1 1
 DW1056
 DW1056.Superseded values are not recommended for survey control.
 DW1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1056.See file dsdata.txt to determine how the superseded data were derived.
 DW1056
 DW1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT517489(NAD 83)
 DW1056_MARKER: DD = SURVEY DISK
 DW1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW1056_SP_SET: CONCRETE POST
 DW1056_STAMPING: 17P 1933
 DW1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW1056+STABILITY: SURFACE MOTION
 DW1056
 DW1056  HISTORY     - Date     Condition        Report By
 DW1056  HISTORY     - 1933     MONUMENTED       MWDSC
 DW1056  HISTORY     - 1978     GOOD             NGS
 DW1056
 DW1056                          STATION DESCRIPTION
 DW1056
 DW1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1056'7.1 MI SE FROM EAGLE MOUNTAIN.
 DW1056'6.7 MILES SOUTHEAST ALONG THE POWERLINE SERVICE ROAD FROM THE EAGLE
 DW1056'MOUNTAIN PUMPING STATION AND SUBSTATION AT EAGLE MOUNTAIN, THENCE 0.4
 DW1056'MILE SOUTH ALONG THE AQUEDUCT TUNNEL ROAD TO THE TOP OF A ROCKY RIDGE,
 DW1056'20.4 FT. WEST OF THE CENTER OF THE ROAD, SURROUNDED BY FOUR TWO BY
 DW1056'FOURS, 30 YARDS NORTH OF A DEEP WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1429 ***********************************************************************
 LU1429  DESIGNATION -  17 RS USGS
 LU1429  PID         -  LU1429
 LU1429  STATE/COUNTY-  CA/HUMBOLDT
 LU1429  USGS QUAD   -  BRIDGEVILLE (1969)
 LU1429
 LU1429                         *CURRENT SURVEY CONTROL
 LU1429  ___________________________________________________________________
 LU1429* NAD 83(1986)-  40 28 10.     (N)    123 47 56.     (W)     SCALED    
 LU1429* NAVD 88     -       197.72   (+/-2cm)     648.7    (feet)  VERTCON   
 LU1429  ___________________________________________________________________
 LU1429  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LU1429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1429
 LU1429.The horizontal coordinates were scaled from a topographic map and have
 LU1429.an estimated accuracy of +/- 6 seconds.
 LU1429
 LU1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1429.The vertical order pertains to the NGVD 29 superseded value.
 LU1429
 LU1429.The geoid height was determined by GEOID03.
 LU1429
 LU1429;                    North         East    Units  Estimated Accuracy
 LU1429;SPC CA 1     -   627,720.    1,847,470.      MT  (+/- 180 meters Scaled)
 LU1429
 LU1429                          SUPERSEDED SURVEY CONTROL
 LU1429
 LU1429  NGVD 29 (??/??/92)  196.752  (m)          645.51   (f) ADJ UNCH    2 0
 LU1429
 LU1429.Superseded values are not recommended for survey control.
 LU1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1429.See file dsdata.txt to determine how the superseded data were derived.
 LU1429
 LU1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322801(NAD 83)
 LU1429_MARKER: DD = SURVEY DISK
 LU1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1429_STAMPING: 645 17 RS 1933
 LU1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1429+STABILITY: SURFACE MOTION
 LU1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1429+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 LU1429
 LU1429  HISTORY     - Date     Condition        Report By
 LU1429  HISTORY     - 1933     MONUMENTED       USGS
 LU1429  HISTORY     - 1949     GOOD             NGS
 LU1429  HISTORY     - 20030518 GOOD             GEOCAC
 LU1429  HISTORY     - 20070730 GOOD             CADT
 LU1429
 LU1429                          STATION DESCRIPTION
 LU1429
 LU1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1429'AT BRIDGEVILLE.
 LU1429'AT BRIDGEVILLE, ABOUT 30 YARDS EAST OF THE POST OFFICE, ALONG
 LU1429'STATE HIGHWAY 36, AT CONCRETE HIGHWAY BRIDGE 4-101 OVER THE
 LU1429'VAN DUZEN RIVER, IN THE TOP OF THE CENTER OF THE SQUARE CONCRETE
 LU1429'POST AT THE NORTH END OF THE EAST CONCRETE GUARD RAIL, 15 FEET
 LU1429'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER
 LU1429'THAN THE HIGHWAY.  NOTE-- THIS MARK WAS ERRONEOUSLY DESIGNATED
 LU1429'81 RS BY THE U.S. COAST AND GEODETIC SURVEY DURING THE 1935
 LU1429'LEVELING.  THE MARK IS IN GOOD CONDITION AND DOES NOT APPEAR
 LU1429'TO HAVE BEEN DISTURBED.  R.K.R.
 LU1429
 LU1429                          STATION RECOVERY (2003)
 LU1429
 LU1429'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 LU1429'AS DESCRIBED BY NATIONAL GEODETIC SURVEY IN 1949. BRIDGE DESCRIBED IS
 LU1429'NO LONGER USED FOR VEHICULAR TRAFFIC.
 LU1429'GIVEN TO REACH HOLDS, EXCEPT THAT 'ALONG STATE HIGHWAY 36' SHOULD BE
 LU1429'CHANGED TO 'JUST SOUTH OF KNEELAND ROAD (COUNTY ROAD F6F060), WHERE IT
 LU1429'TURNS NORTH, JUST EAST OF THE BRIDGEVILLE POST OFFICE', AND 'CONCRETE
 LU1429'HIGHWAY BRIDGE 4-101 OVER THE VAN DUZEN RIVER' SHOULD BE CHANGED TO
 LU1429''CONCRETE PEDESTRIAN BRIDGE, DESIGNATED 'HISTORIC BRIDGE - BRIDGEVILLE
 LU1429'BRIDGE 1925', OVER THE VAN DUZEN RIVER'.
 LU1429
 LU1429                          STATION RECOVERY (2007)
 LU1429
 LU1429'RECOVERY NOTE BY CALTRANS 2007 (REB)
 LU1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1378 ***********************************************************************
 EW1378  DESIGNATION -  17 S 5 C OF LA
 EW1378  PID         -  EW1378
 EW1378  STATE/COUNTY-  CA/LOS ANGELES
 EW1378  USGS QUAD   -  HOLLYWOOD (1994)
 EW1378
 EW1378                         *CURRENT SURVEY CONTROL
 EW1378  ___________________________________________________________________
 EW1378* NAD 83(1986)-  34 03 04.     (N)    118 15 18.     (W)     SCALED    
 EW1378* NAVD 88     -        92.00   (+/-2cm)     301.8    (feet)  VERTCON   
 EW1378  ___________________________________________________________________
 EW1378  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1378  VERT ORDER  -  THIRD (See Below)
 EW1378
 EW1378.The horizontal coordinates were scaled from a topographic map and have
 EW1378.an estimated accuracy of +/- 6 seconds.
 EW1378
 EW1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1378.The vertical order pertains to the NGVD 29 superseded value.
 EW1378
 EW1378.The geoid height was determined by GEOID03.
 EW1378
 EW1378;                    North         East    Units  Estimated Accuracy
 EW1378;SPC CA 5     -   561,160.    1,976,460.      MT  (+/- 180 meters Scaled)
 EW1378
 EW1378                          SUPERSEDED SURVEY CONTROL
 EW1378
 EW1378  NGVD 29 (??/??/??)   91.22   (m)          299.3    (f) RESET       3  
 EW1378
 EW1378.Superseded values are not recommended for survey control.
 EW1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1378.See file dsdata.txt to determine how the superseded data were derived.
 EW1378
 EW1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT841685(NAD 83)
 EW1378_MARKER: DD = SURVEY DISK
 EW1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1378_SP_SET: STEP
 EW1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1378
 EW1378  HISTORY     - Date     Condition        Report By
 EW1378  HISTORY     - UNK      MONUMENTED       CA1980
 EW1378  HISTORY     - 1968     GOOD             CA1980
 EW1378
 EW1378                          STATION DESCRIPTION
 EW1378
 EW1378'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1378'AT LOS ANGELES.
 EW1378'17 S 5
 EW1378'STANDARD BENCH MARK DISC IN THE LOWER CONCRETE STEP, AT EAST
 EW1378'END, OF THE STAIRWAY AT THE NORTH SIDE OF THE MAIN (LOWER AND
 EW1378'SOUTHERLY) ROADWAY OF FIFTH STREET, OPPOSITE THE TERMINUS OF
 EW1378'HOPE STREET FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0339 ***********************************************************************
 LT0339  DESIGNATION -  17 S USGS
 LT0339  PID         -  LT0339
 LT0339  STATE/COUNTY-  CA/TEHAMA
 LT0339  USGS QUAD   -  MINERAL (1995)
 LT0339
 LT0339                         *CURRENT SURVEY CONTROL
 LT0339  ___________________________________________________________________
 LT0339* NAD 83(1986)-  40 20 18.     (N)    121 35 15.     (W)     SCALED    
 LT0339* NAVD 88     -      1484.357  (meters)    4869.93   (feet)  ADJUSTED  
 LT0339  ___________________________________________________________________
 LT0339  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 LT0339  DYNAMIC HT  -        1483.200 (meters)    4866.13  (feet)  COMP
 LT0339  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 LT0339
 LT0339  VERT ORDER  -  SECOND    CLASS 0
 LT0339
 LT0339.The horizontal coordinates were scaled from a topographic map and have
 LT0339.an estimated accuracy of +/- 6 seconds.
 LT0339
 LT0339.The orthometric height was determined by differential leveling
 LT0339.and adjusted in June 1991.
 LT0339
 LT0339.The geoid height was determined by GEOID03.
 LT0339
 LT0339.The dynamic height is computed by dividing the NAVD 88
 LT0339.geopotential number by the normal gravity value computed on the
 LT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0339.degrees latitude (g = 980.6199 gals.).
 LT0339
 LT0339.The modeled gravity was interpolated from observed gravity values.
 LT0339
 LT0339;                    North         East    Units  Estimated Accuracy
 LT0339;SPC CA 1     -   611,680.    2,035,050.      MT  (+/- 180 meters Scaled)
 LT0339
 LT0339                          SUPERSEDED SURVEY CONTROL
 LT0339
 LT0339  NGVD 29 (??/??/??) 1483.363  (m)         4866.67   (f) ADJUSTED    2 0
 LT0339
 LT0339.Superseded values are not recommended for survey control.
 LT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0339.See file dsdata.txt to determine how the superseded data were derived.
 LT0339
 LT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK199662(NAD 83)
 LT0339_MARKER: DD = SURVEY DISK
 LT0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0339_SP_SET: BRIDGE
 LT0339_STAMPING: 4866.611 17 S 1925
 LT0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0339
 LT0339  HISTORY     - Date     Condition        Report By
 LT0339  HISTORY     - 1925     MONUMENTED       USGS
 LT0339  HISTORY     - 1934     GOOD             NGS
 LT0339
 LT0339                          STATION DESCRIPTION
 LT0339
 LT0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0339'0.8 MI E FROM MINERAL.
 LT0339'0.8 MILE EAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA COUNTY,
 LT0339'AT THE CONCRETE BRIDGE OVER BATTLE CREEK, AND IN THE SOUTHEAST
 LT0339'CORNER OF THE BRIDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LT0339'DISK, STAMPED 4866.611 17 S 1925.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1204 ***********************************************************************
 DC1204  DESIGNATION -  17 USE
 DC1204  PID         -  DC1204
 DC1204  STATE/COUNTY-  CA/SAN DIEGO
 DC1204  USGS QUAD   -  DEL MAR (1975)
 DC1204
 DC1204                         *CURRENT SURVEY CONTROL
 DC1204  ___________________________________________________________________
 DC1204* NAD 83(1986)-  32 52 46.     (N)    117 08 07.     (W)     SCALED    
 DC1204* NAVD 88     -       130.10   (+/-2cm)     426.8    (feet)  VERTCON   
 DC1204  ___________________________________________________________________
 DC1204  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DC1204  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1204
 DC1204.The horizontal coordinates were scaled from a topographic map and have
 DC1204.an estimated accuracy of +/- 6 seconds.
 DC1204
 DC1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1204.The vertical order pertains to the NGVD 29 superseded value.
 DC1204
 DC1204.The geoid height was determined by GEOID03.
 DC1204
 DC1204;                    North         East    Units  Estimated Accuracy
 DC1204;SPC CA 6     -   579,400.    1,917,160.      MT  (+/- 180 meters Scaled)
 DC1204
 DC1204                          SUPERSEDED SURVEY CONTROL
 DC1204
 DC1204  NGVD 29 (??/??/??)  129.450  (m)          424.70   (f) ADJUSTED    1 2
 DC1204
 DC1204.Superseded values are not recommended for survey control.
 DC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1204.See file dsdata.txt to determine how the superseded data were derived.
 DC1204
 DC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873379(NAD 83)
 DC1204_MARKER: S = SPIKE
 DC1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1204_SP_SET: POWER POLE
 DC1204_STAMPING: BM NO 17 EL 428.19
 DC1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1204
 DC1204  HISTORY     - Date     Condition        Report By
 DC1204  HISTORY     - UNK      MONUMENTED       DOD
 DC1204  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1204
 DC1204                          STATION DESCRIPTION
 DC1204
 DC1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1204'AT MIRAMAR NAAS.
 DC1204'0.3 MILE SOUTH OF THE NORTH GATE, 19 FEET WEST OF THE
 DC1204'CENTERLINE OF THE ROAD, IN THE EAST BASE OF A POWER POLE (THE
 DC1204'FIFTH POLE SOUTH OF THE NORTH GATE), 0.3 FOOT ABOVE THE GROUND
 DC1204'LEVEL, AND BELOW AN AZIMUTH PLATE STAMPED BM NO 17 EL 428.19.
 DC1204'NOTE-- THE POWER LINE POLES HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1451 ***********************************************************************
 DY1451  DESIGNATION -  17 USGS
 DY1451  PID         -  DY1451
 DY1451  STATE/COUNTY-  CA/LOS ANGELES
 DY1451  USGS QUAD   -  INGLEWOOD (1981)
 DY1451
 DY1451                         *CURRENT SURVEY CONTROL
 DY1451  ___________________________________________________________________
 DY1451* NAD 83(1986)-  33 59 17.     (N)    118 18 25.     (W)     SCALED    
 DY1451* NAVD 88     -        42.29   (+/-2cm)     138.7    (feet)  VERTCON   
 DY1451  ___________________________________________________________________
 DY1451  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DY1451  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1451
 DY1451.The horizontal coordinates were scaled from a topographic map and have
 DY1451.an estimated accuracy of +/- 6 seconds.
 DY1451
 DY1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1451.The vertical order pertains to the NGVD 29 superseded value.
 DY1451
 DY1451.The geoid height was determined by GEOID03.
 DY1451
 DY1451;                    North         East    Units  Estimated Accuracy
 DY1451;SPC CA 5     -   554,180.    1,971,640.      MT  (+/- 180 meters Scaled)
 DY1451
 DY1451                          SUPERSEDED SURVEY CONTROL
 DY1451
 DY1451  NGVD 29 (??/??/92)   41.521  (m)          136.22   (f) ADJ UNCH    1 2
 DY1451
 DY1451.Superseded values are not recommended for survey control.
 DY1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1451.See file dsdata.txt to determine how the superseded data were derived.
 DY1451
 DY1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792616(NAD 83)
 DY1451_MARKER: DD = SURVEY DISK
 DY1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1451_STAMPING: 17 1922
 DY1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1451+STABILITY: SURFACE MOTION
 DY1451
 DY1451  HISTORY     - Date     Condition        Report By
 DY1451  HISTORY     - 1922     MONUMENTED       USGS
 DY1451  HISTORY     - 1961     GOOD             NGS
 DY1451  HISTORY     - 1961     MARK NOT FOUND   USGS
 DY1451
 DY1451                          STATION DESCRIPTION
 DY1451
 DY1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY1451'AT LOS ANGELES.
 DY1451'AT LOS ANGELES, LOS ANGELES COUNTY, ON THE ATCHISON, TOPEKA
 DY1451'AND SANTA FE RAILWAY, AT THE WESTERN AVENUE CROSSING, 30.5 FEET
 DY1451'EAST OF THE FACE OF THE EAST CURB OF THE AVENUE, 12.7 FEET
 DY1451'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 INCHES
 DY1451'HIGHER THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 DY1451'SURVEY STANDARD DISK, STAMPED 17 1922 AND SET IN THE TOP OF A
 DY1451'CONCRETE POST.
 DY1451
 DY1451                          STATION RECOVERY (1961)
 DY1451
 DY1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DY1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0517 ***********************************************************************
 JT0517  DESIGNATION -  17 USGS
 JT0517  PID         -  JT0517
 JT0517  STATE/COUNTY-  CA/CONTRA COSTA
 JT0517  USGS QUAD   -  BENICIA (1980)
 JT0517
 JT0517                         *CURRENT SURVEY CONTROL
 JT0517  ___________________________________________________________________
 JT0517* NAD 83(1986)-  38 02 46.     (N)    122 11 00.     (W)     SCALED    
 JT0517* NAVD 88     -         6.00   (+/-2cm)      19.7    (feet)  VERTCON   
 JT0517  ___________________________________________________________________
 JT0517  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JT0517  VERT ORDER  -  THIRD (See Below)
 JT0517
 JT0517.The horizontal coordinates were scaled from a topographic map and have
 JT0517.an estimated accuracy of +/- 6 seconds.
 JT0517
 JT0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0517.The vertical order pertains to the NGVD 29 superseded value.
 JT0517
 JT0517.The geoid height was determined by GEOID03.
 JT0517
 JT0517;                    North         East    Units  Estimated Accuracy
 JT0517;SPC CA 3     -   672,920.    1,852,260.      MT  (+/- 180 meters Scaled)
 JT0517
 JT0517                          SUPERSEDED SURVEY CONTROL
 JT0517
 JT0517  NGVD 29 (??/??/??)    5.18   (m)           17.0    (f) RESET       3  
 JT0517
 JT0517.Superseded values are not recommended for survey control.
 JT0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0517.See file dsdata.txt to determine how the superseded data were derived.
 JT0517
 JT0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH716112(NAD 83)
 JT0517_MARKER: DD = SURVEY DISK
 JT0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0517_SP_SET: BUILDING
 JT0517_STAMPING: 17.011
 JT0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0517
 JT0517  HISTORY     - Date     Condition        Report By
 JT0517  HISTORY     - UNK      MONUMENTED       USGS
 JT0517  HISTORY     - 1951     GOOD             NGS
 JT0517  HISTORY     - 1969     GOOD             NGS
 JT0517
 JT0517                          STATION DESCRIPTION
 JT0517
 JT0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0517'AT PORT COSTA.
 JT0517'AT PORT COSTA, NEAR THE SOUTHERN PACIFIC COMPANY RAILROAD STATION,
 JT0517'DIRECTLY ACROSS MAIN STREET FROM THE BURLINGTON HOTEL, AT A
 JT0517'LARGE CONCRETE BUILDING USED FOR A POST OFFICE AND FIRE STATION,
 JT0517'SET VERTICALLY IN THE NORTHWEST CONCRETE WALL, 37.6 FEET SOUTHWEST
 JT0517'OF THE NORTH CORNER OF THE BUILDING, 29.0 FEET EAST OF THE CENTER
 JT0517'LINE OF MAIN STREET, 13.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 JT0517'THE ENTRANCE TO THE POST OFFICE, AND SET 2.9 FEET ABOVE THE
 JT0517'GROUND.
 JT0517
 JT0517                          STATION RECOVERY (1969)
 JT0517
 JT0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JT0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1043 ***********************************************************************
 JS1043  DESIGNATION -  17 USGS
 JS1043  PID         -  JS1043
 JS1043  STATE/COUNTY-  CA/SACRAMENTO
 JS1043  USGS QUAD   -  FLORIN (1980)
 JS1043
 JS1043                         *CURRENT SURVEY CONTROL
 JS1043  ___________________________________________________________________
 JS1043* NAD 83(1986)-  38 26 32.     (N)    121 30 01.     (W)     SCALED    
 JS1043* NAVD 88     -         5.87   (+/-2cm)      19.3    (feet)  VERTCON   
 JS1043  ___________________________________________________________________
 JS1043  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JS1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS1043
 JS1043.The horizontal coordinates were scaled from a topographic map and have
 JS1043.an estimated accuracy of +/- 6 seconds.
 JS1043
 JS1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1043.The vertical order pertains to the NGVD 29 superseded value.
 JS1043
 JS1043.The geoid height was determined by GEOID03.
 JS1043
 JS1043;                    North         East    Units  Estimated Accuracy
 JS1043;SPC CA 2     -   586,210.    2,043,630.      MT  (+/- 180 meters Scaled)
 JS1043
 JS1043                          SUPERSEDED SURVEY CONTROL
 JS1043
 JS1043  NGVD 29 (??/??/92)    5.12   (m)           16.8    (f) COMPUTED    2 0
 JS1043
 JS1043.Superseded values are not recommended for survey control.
 JS1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1043.See file dsdata.txt to determine how the superseded data were derived.
 JS1043
 JS1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH308559(NAD 83)
 JS1043_MARKER: DD = SURVEY DISK
 JS1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1043_STAMPING: CAL 1906 USGS NO 17
 JS1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1043+STABILITY: SURFACE MOTION
 JS1043
 JS1043  HISTORY     - Date     Condition        Report By
 JS1043  HISTORY     - 1906     MONUMENTED       USGS
 JS1043  HISTORY     - 1960     GOOD             NGS
 JS1043
 JS1043                          STATION DESCRIPTION
 JS1043
 JS1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS1043'1 MI S FROM FREEPORT.
 JS1043'1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JS1043'EAST END OF A DRAWBRIDGE OVER THE SACRAMENTO RIVER AT FREEPORT,
 JS1043'0.15 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY 24, 0.1 MILE
 JS1043'SOUTH OF MILEPOLE 99, AT A POINT WHERE A GRAVEL DRIVEWAY PASSES
 JS1043'UNDER A WOODEN BRIDGE, 67.0 FEET WEST OF THE WEST RAIL, 43
 JS1043'FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 66.2 FEET
 JS1043'WEST OF THE NORTHWEST CORNER OF A RAILROAD BRIDGE, 7.6 FEET
 JS1043'NORTHWEST OF A FENCE CORNER, 3.3 FEET EAST OF THE SOUTHEAST
 JS1043'CORNER OF A GARAGE, ABOUT 10 FEET LOWER THAN THE TRACK, AND SET
 JS1043'IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2 FEET ABOVE THE
 JS1043'GROUND THAT IS MARKED CAL. 1906 USGS NO 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4286 ***********************************************************************
 EW4286  DESIGNATION -  17 V
 EW4286  PID         -  EW4286
 EW4286  STATE/COUNTY-  CA/LOS ANGELES
 EW4286  USGS QUAD   -  CANOGA PARK (1967)
 EW4286
 EW4286                         *CURRENT SURVEY CONTROL
 EW4286  ___________________________________________________________________
 EW4286* NAD 83(1986)-  34 09 51.     (N)    118 31 28.     (W)     SCALED    
 EW4286* NAVD 88     -       246.311  (meters)     808.11   (feet)  ADJUSTED  
 EW4286  ___________________________________________________________________
 EW4286  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4286  DYNAMIC HT  -         246.051 (meters)     807.25  (feet)  COMP
 EW4286  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 EW4286
 EW4286  VERT ORDER  -  FIRST     CLASS I
 EW4286
 EW4286.The horizontal coordinates were scaled from a topographic map and have
 EW4286.an estimated accuracy of +/- 6 seconds.
 EW4286
 EW4286.The orthometric height was determined by differential leveling
 EW4286.and adjusted in June 1995.
 EW4286
 EW4286.The geoid height was determined by GEOID03.
 EW4286
 EW4286.The dynamic height is computed by dividing the NAVD 88
 EW4286.geopotential number by the normal gravity value computed on the
 EW4286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4286.degrees latitude (g = 980.6199 gals.).
 EW4286
 EW4286.The modeled gravity was interpolated from observed gravity values.
 EW4286
 EW4286;                    North         East    Units  Estimated Accuracy
 EW4286;SPC CA 5     -   573,800.    1,951,640.      MT  (+/- 180 meters Scaled)
 EW4286
 EW4286                          SUPERSEDED SURVEY CONTROL
 EW4286
 EW4286  NGVD 29 (??/??/92)  245.52   (m)          805.5    (f) COMPUTED    1 1
 EW4286
 EW4286.Superseded values are not recommended for survey control.
 EW4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4286.See file dsdata.txt to determine how the superseded data were derived.
 EW4286
 EW4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT594814(NAD 83)
 EW4286_MARKER: DB = BENCH MARK DISK
 EW4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4286_STAMPING: 17-V 805.52
 EW4286_MARK LOGO: CA1980
 EW4286_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4286+STABILITY: SURFACE MOTION
 EW4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4286+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 EW4286
 EW4286  HISTORY     - Date     Condition        Report By
 EW4286  HISTORY     - UNK      MONUMENTED       CA1980
 EW4286  HISTORY     - 1968     GOOD             CA1980
 EW4286  HISTORY     - 19940817 GOOD             NGS
 EW4286  HISTORY     - 20050806 GOOD             USPSQD
 EW4286
 EW4286                          STATION DESCRIPTION
 EW4286
 EW4286'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4286'AT LOS ANGELES.
 EW4286'STANDARD CITY DISC 17-V IN 8 INCH MONUMENT, 2.1 FEET SOUTH OF
 EW4286'THE SOUTH CURB LINE OF VENTURA BOULEVARD, 122.6 FEET EAST OF
 EW4286'THE CENTER LINE OF NEWCASTLE AVENUE TO THE SOUTH, AT CHISEL
 EW4286'CUT IN CURB.
 EW4286
 EW4286                          STATION RECOVERY (1994)
 EW4286
 EW4286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4286'IN TARZANA, AT THE INTERSECTION OF VENTURA BOULEVARD AND NEW CASTLE
 EW4286'AVENUE, 47.2 M (154.9 FT) SOUTHEAST OF THE CENTER OF THE AVENUE, 5.5 M
 EW4286'(18.0 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF THE
 EW4286'BOULEVARD, 1.1 M (3.6 FT) WEST OF A STREET LIGHT POLE, 0.2 M (0.7 FT)
 EW4286'ABOVE THE LEVEL OF THE BOULEVARD, AND THE MONUMENT IS FLUSH WITH AND
 EW4286'SURROUNDED BY A SIDEWALK.
 EW4286
 EW4286                          STATION RECOVERY (2005)
 EW4286
 EW4286'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 EW4286'AT EAST END OF BUS STOP BENCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1625 ***********************************************************************
 EW1625  DESIGNATION -  17 W C OF LA
 EW1625  PID         -  EW1625
 EW1625  STATE/COUNTY-  CA/LOS ANGELES
 EW1625  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1625
 EW1625                         *CURRENT SURVEY CONTROL
 EW1625  ___________________________________________________________________
 EW1625* NAD 83(1986)-  34 01 09.     (N)    118 24 25.     (W)     SCALED    
 EW1625* NAVD 88     -        26.01   (+/-2cm)      85.3    (feet)  VERTCON   
 EW1625  ___________________________________________________________________
 EW1625  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW1625  VERT ORDER  -  THIRD (See Below)
 EW1625
 EW1625.The horizontal coordinates were scaled from a topographic map and have
 EW1625.an estimated accuracy of +/- 6 seconds.
 EW1625
 EW1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1625.The vertical order pertains to the NGVD 29 superseded value.
 EW1625
 EW1625.The geoid height was determined by GEOID03.
 EW1625
 EW1625;                    North         East    Units  Estimated Accuracy
 EW1625;SPC CA 5     -   557,670.    1,962,410.      MT  (+/- 180 meters Scaled)
 EW1625
 EW1625                          SUPERSEDED SURVEY CONTROL
 EW1625
 EW1625  NGVD 29 (??/??/??)   25.25   (m)           82.8    (f) RESET       3  
 EW1625
 EW1625.Superseded values are not recommended for survey control.
 EW1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1625.See file dsdata.txt to determine how the superseded data were derived.
 EW1625
 EW1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT700651(NAD 83)
 EW1625_MARKER: DD = SURVEY DISK
 EW1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1625_STAMPING: 17W 83.36
 EW1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1625+STABILITY: SURFACE MOTION
 EW1625
 EW1625  HISTORY     - Date     Condition        Report By
 EW1625  HISTORY     - UNK      MONUMENTED       CA1980
 EW1625  HISTORY     - 1945     GOOD             NGS
 EW1625  HISTORY     - 1964     GOOD             NGS
 EW1625
 EW1625                          STATION DESCRIPTION
 EW1625
 EW1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1625'AT LOS ANGELES.
 EW1625'AT LOS ANGELES NEAR THE INTERSECTION OF VENICE BOULEVARD AND
 EW1625'OVERLAND AVENUE, 147.0 FEET NORTHEAST OF THE NORTHEAST CURBLINE
 EW1625'OF OVERLAND AVENUE, 2.3 FEET NORTHWEST OF THE NORTHWEST CURB OF
 EW1625'VENICE BOULEVARD AND 4.0 FEET NORTHEAST OF A STREET LIGHT POLE
 EW1625'CENTERLINE.  MONUMENT IS FLUSH WITH GROUND AND ABOUT ONE INCH
 EW1625'HIGHER THAN CURB LEVEL.  A CITY OF LOS ANGELES STANDARD DISK,
 EW1625'STAMPED 17 W 83.36 AND SET IN THE TOP OF A CONCRETE POST.
 EW1625
 EW1625                          STATION RECOVERY (1964)
 EW1625
 EW1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0117 ***********************************************************************
 FT0117  DESIGNATION -  17 WR
 FT0117  PID         -  FT0117
 FT0117  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0117  USGS QUAD   -  WEST OF NELSON LAKE (1986)
 FT0117
 FT0117                         *CURRENT SURVEY CONTROL
 FT0117  ___________________________________________________________________
 FT0117* NAD 83(1986)-  35 25 32.     (N)    116 55 33.     (W)     SCALED    
 FT0117* NAVD 88     -       962.816  (meters)    3158.84   (feet)  ADJUSTED  
 FT0117  ___________________________________________________________________
 FT0117  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FT0117  DYNAMIC HT  -         961.695 (meters)    3155.16  (feet)  COMP
 FT0117  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 FT0117
 FT0117  VERT ORDER  -  FIRST     CLASS I
 FT0117
 FT0117.The horizontal coordinates were scaled from a topographic map and have
 FT0117.an estimated accuracy of +/- 6 seconds.
 FT0117
 FT0117.The orthometric height was determined by differential leveling
 FT0117.and adjusted in June 1991.
 FT0117
 FT0117.The geoid height was determined by GEOID03.
 FT0117
 FT0117.The dynamic height is computed by dividing the NAVD 88
 FT0117.geopotential number by the normal gravity value computed on the
 FT0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0117.degrees latitude (g = 980.6199 gals.).
 FT0117
 FT0117.The modeled gravity was interpolated from observed gravity values.
 FT0117
 FT0117;                    North         East    Units  Estimated Accuracy
 FT0117;SPC CA 5     -   714,120.    2,097,550.      MT  (+/- 180 meters Scaled)
 FT0117
 FT0117                          SUPERSEDED SURVEY CONTROL
 FT0117
 FT0117  NGVD 29 (??/??/92)  961.999  (m)         3156.16   (f) ADJ UNCH    1 1
 FT0117
 FT0117.Superseded values are not recommended for survey control.
 FT0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0117.See file dsdata.txt to determine how the superseded data were derived.
 FT0117
 FT0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV067202(NAD 83)
 FT0117_MARKER: DD = SURVEY DISK
 FT0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0117_STAMPING: 17 WR 1947
 FT0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0117+STABILITY: SURFACE MOTION
 FT0117
 FT0117  HISTORY     - Date     Condition        Report By
 FT0117  HISTORY     - 1947     MONUMENTED       USGS
 FT0117  HISTORY     - 1963     GOOD             NGS
 FT0117  HISTORY     - 1977     GOOD             NGS
 FT0117
 FT0117                          STATION DESCRIPTION
 FT0117
 FT0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0117'25.5 MI NW FROM CAMP IRWIN.
 FT0117'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0117'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0117'PICKERING ROAD, THENCE 13.65 MILES NORTHWEST AND NORTHEAST
 FT0117'ALONG RECHTIN ROAD, THENCE 2.9 MILES WEST ALONG A DIRT ROAD, AT
 FT0117'THE NAVAL AND MILITARY RESERVATION BOUNDARY LINE, 31 FEET SOUTH
 FT0117'OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF A FENCE, 1.3
 FT0117'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 FT0117'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 FT0117'GROUND.
 FT0117
 FT0117                          STATION RECOVERY (1977)
 FT0117
 FT0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0117'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0117'GOLDSTONE ROAD AT FORT IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0117'NASA ROAD, THENCE 14.1 MILES NORTHWEST ALONG GOLDSTONE ROAD,
 FT0117'THENCE 0.6 MILE WEST ALONG A GRADED ROAD, THENCE 1.95 MILES ALONG
 FT0117'A DIRT ROAD, OR FROM THE JUNCTION OF THE GRADED ROAD AND GOLDSTONE
 FT0117'ROAD, 2.55 MILES WEST ALONG THE GRADED ROAD, AT THE CHINA LAKE
 FT0117'NAVAL WEAPONS CENTER BOUNDARY, 31 FT. SOUTH OF THE CENTER LINE
 FT0117'OF THE ROAD, 13 FT. WEST OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT
 FT0117'EAST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0939 ***********************************************************************
 JS0939  DESIGNATION -  17+4
 JS0939  PID         -  JS0939
 JS0939  STATE/COUNTY-  CA/PLACER
 JS0939  USGS QUAD   -  LINCOLN (1981)
 JS0939
 JS0939                         *CURRENT SURVEY CONTROL
 JS0939  ___________________________________________________________________
 JS0939* NAD 83(1986)-  38 56 26.     (N)    121 17 21.     (W)     SCALED    
 JS0939* NAVD 88     -        53.97   (+/-2cm)     177.1    (feet)  VERTCON   
 JS0939  ___________________________________________________________________
 JS0939  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JS0939  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0939
 JS0939.The horizontal coordinates were scaled from a topographic map and have
 JS0939.an estimated accuracy of +/- 6 seconds.
 JS0939
 JS0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0939.The vertical order pertains to the NGVD 29 superseded value.
 JS0939
 JS0939.The geoid height was determined by GEOID03.
 JS0939
 JS0939;                    North         East    Units  Estimated Accuracy
 JS0939;SPC CA 2     -   641,650.    2,061,620.      MT  (+/- 180 meters Scaled)
 JS0939
 JS0939                          SUPERSEDED SURVEY CONTROL
 JS0939
 JS0939  NGVD 29 (??/??/92)   53.26   (m)          174.7    (f) COMPUTED    1 2
 JS0939
 JS0939.Superseded values are not recommended for survey control.
 JS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0939.See file dsdata.txt to determine how the superseded data were derived.
 JS0939
 JS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ482115(NAD 83)
 JS0939_MARKER: P = PIPE CAP
 JS0939_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0939_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0939_STAMPING: 17+4 4 CAL 1908
 JS0939_MARK LOGO: USGS  
 JS0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0939+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 JS0939
 JS0939  HISTORY     - Date     Condition        Report By
 JS0939  HISTORY     - 1908     MONUMENTED       USGS
 JS0939  HISTORY     - 1949     GOOD             CGS
 JS0939  HISTORY     - 1986     GOOD             USPSQD
 JS0939  HISTORY     - 20040313 GOOD             CADT
 JS0939
 JS0939                          STATION DESCRIPTION
 JS0939
 JS0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0939'6.7 MI N FROM LINCOLN.
 JS0939'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS0939'FROM THE STATION AT LINCOLN, THENCE 2.3 MILES EAST ALONG A
 JS0939'COUNTY ROAD, THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD,
 JS0939'0.2 MILE NORTH OF A STEEL BRIDGE OVER DOTY CREEK, 115 FEET
 JS0939'SOUTHWEST OF POWER LINE POLE 30, 70 FEET SOUTHWEST OF THE
 JS0939'CENTER OF A T JUNCTION OF AN EAST-WEST GRAVEL ROAD, 2.8 FEET
 JS0939'SOUTHWEST OF A FENCE CORNER, ABOUT 1 FOOT HIGHER THAN THE
 JS0939'ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 JS0939'2 FEET ABOVE THE GROUND.
 JS0939
 JS0939                          STATION RECOVERY (1986)
 JS0939
 JS0939'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME)
 JS0939'RECOVERED IN GOOD CONDITION.
 JS0939
 JS0939                          STATION RECOVERY (2004)
 JS0939
 JS0939'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0752 ***********************************************************************
 HR0752  DESIGNATION -  17.247+30
 HR0752  PID         -  HR0752
 HR0752  STATE/COUNTY-  CA/MARIPOSA
 HR0752  USGS QUAD   -  WAWONA (1992)
 HR0752
 HR0752                         *CURRENT SURVEY CONTROL
 HR0752  ___________________________________________________________________
 HR0752* NAD 83(1986)-  37 30 56.     (N)    119 37 38.     (W)     SCALED    
 HR0752* NAVD 88     -      1488.03   (+/-2cm)    4882.0    (feet)  VERTCON   
 HR0752  ___________________________________________________________________
 HR0752  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 HR0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0752
 HR0752.The horizontal coordinates were scaled from a topographic map and have
 HR0752.an estimated accuracy of +/- 6 seconds.
 HR0752
 HR0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0752.The vertical order pertains to the NGVD 29 superseded value.
 HR0752
 HR0752.The geoid height was determined by GEOID03.
 HR0752
 HR0752;                    North         East    Units  Estimated Accuracy
 HR0752;SPC CA 3     -   613,070.    2,077,150.      MT  (+/- 180 meters Scaled)
 HR0752
 HR0752                          SUPERSEDED SURVEY CONTROL
 HR0752
 HR0752  NGVD 29 (??/??/92) 1486.943  (m)         4878.41   (f) ADJ UNCH    2 0
 HR0752
 HR0752.Superseded values are not recommended for survey control.
 HR0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0752.See file dsdata.txt to determine how the superseded data were derived.
 HR0752
 HR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB678553(NAD 83)
 HR0752_MARKER: P = PIPE CAP
 HR0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0752_STAMPING: 4956.28 17 247 30 1931
 HR0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0752
 HR0752  HISTORY     - Date     Condition        Report By
 HR0752  HISTORY     - 1931     MONUMENTED       BPR
 HR0752  HISTORY     - 1952     GOOD             USGS
 HR0752  HISTORY     - 20041024 GOOD             GEOCAC
 HR0752
 HR0752                          STATION DESCRIPTION
 HR0752
 HR0752'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HR0752'1.1 MI NW FROM SOUTH GATE RANGER STATION.
 HR0752'1.1 MILES NORTHWEST ALONG THE WAWONA ROAD FROM SOUTH GATE
 HR0752'RANGER STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 90
 HR0752'FEET EAST OF A LONE CEDAR TREE AT THE TOP OF A SMALL CUT, 40
 HR0752'FEET SOUTHWEST OF A 72-INCH CEDAR TREE, 30 FEET NORTH OF THE
 HR0752'CENTERLINE OF THE ROAD, NEAR A WHITE WOODEN WITNESS POST, AND
 HR0752'ABOUT 3 FEET HIGHER THAN THE ROAD.  A UNITED STATES BUREAU OF
 HR0752'PUBLIC ROADS STANDARD CAP, STAMPED 4956.28 17 247 30 1931 AND
 HR0752'FASTENED ON THE TOP OF A 2-INCH GALVANIZED-IRON PIPE.
 HR0752
 HR0752                          STATION RECOVERY (2004)
 HR0752
 HR0752'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1581 ***********************************************************************
 GT1581  DESIGNATION -  17.26
 GT1581  PID         -  GT1581
 GT1581  STATE/COUNTY-  CA/FRESNO
 GT1581  USGS QUAD   -  ROUND MOUNTAIN (1978)
 GT1581
 GT1581                         *CURRENT SURVEY CONTROL
 GT1581  ___________________________________________________________________
 GT1581* NAD 83(1986)-  36 51 04.     (N)    119 33 26.     (W)     SCALED    
 GT1581* NAVD 88     -       141.34   (+/-2cm)     463.7    (feet)  VERTCON   
 GT1581  ___________________________________________________________________
 GT1581  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 GT1581  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1581
 GT1581.The horizontal coordinates were scaled from a topographic map and have
 GT1581.an estimated accuracy of +/- 6 seconds.
 GT1581
 GT1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1581.The vertical order pertains to the NGVD 29 superseded value.
 GT1581
 GT1581.The geoid height was determined by GEOID03.
 GT1581
 GT1581;                    North         East    Units  Estimated Accuracy
 GT1581;SPC CA 4     -   668,560.    1,950,310.      MT  (+/- 180 meters Scaled)
 GT1581
 GT1581                          SUPERSEDED SURVEY CONTROL
 GT1581
 GT1581  NGVD 29 (??/??/92)  140.544  (m)          461.10   (f) ADJ UNCH    1 1
 GT1581
 GT1581.Superseded values are not recommended for survey control.
 GT1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1581.See file dsdata.txt to determine how the superseded data were derived.
 GT1581
 GT1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA720814(NAD 83)
 GT1581_MARKER: DD = SURVEY DISK
 GT1581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT1581_SP_SET: BRIDGE
 GT1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT1581
 GT1581  HISTORY     - Date     Condition        Report By
 GT1581  HISTORY     - UNK      MONUMENTED       BOR
 GT1581  HISTORY     - 1972     GOOD             NGS
 GT1581
 GT1581                          STATION DESCRIPTION
 GT1581
 GT1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1581'3 MI SW FROM ACADEMY.
 GT1581'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 168 FROM THE JUNCTION
 GT1581'OF MADSEN AVENUE AT ACADEMY, THENCE 1.55 MILES SOUTH ALONG
 GT1581'ACADEMY AVENUE, AT THE CROSSING OF FRIANT-KERN CANAL, IN THE
 GT1581'TOP OF THE WEST CONCRETE CURB OF BRIDGE 17.26 OVER THE CANAL,
 GT1581'6.5 FEET NORTH OF THE SOUTH END OF THE CURB, 15.5 FEET WEST
 GT1581'OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN
 GT1581'THE AVENUE.  SEC 34, T 12 S, R 22 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1049 ***********************************************************************
 DC1049  DESIGNATION -  17.5 C OF SD
 DC1049  PID         -  DC1049
 DC1049  STATE/COUNTY-  CA/SAN DIEGO
 DC1049  USGS QUAD   -  LA JOLLA (1975)
 DC1049
 DC1049                         *CURRENT SURVEY CONTROL
 DC1049  ___________________________________________________________________
 DC1049* NAD 83(1986)-  32 47 14.     (N)    117 12 24.     (W)     SCALED    
 DC1049* NAVD 88     -         5.96   (+/-2cm)      19.6    (feet)  VERTCON   
 DC1049  ___________________________________________________________________
 DC1049  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DC1049  VERT ORDER  -  ? (See Below)
 DC1049
 DC1049.The horizontal coordinates were scaled from a topographic map and have
 DC1049.an estimated accuracy of +/- 6 seconds.
 DC1049
 DC1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1049.The vertical order pertains to the NGVD 29 superseded value.
 DC1049
 DC1049.The geoid height was determined by GEOID03.
 DC1049
 DC1049;                    North         East    Units  Estimated Accuracy
 DC1049;SPC CA 6     -   569,230.    1,910,380.      MT  (+/- 180 meters Scaled)
 DC1049
 DC1049                          SUPERSEDED SURVEY CONTROL
 DC1049
 DC1049  NGVD 29 (??/??/??)    5.321  (m)           17.46   (f) ADJUSTED    ?  
 DC1049
 DC1049.Superseded values are not recommended for survey control.
 DC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1049.See file dsdata.txt to determine how the superseded data were derived.
 DC1049
 DC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS806277(NAD 83)
 DC1049_MARKER: B = BOLT
 DC1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1049+STABILITY: SURFACE MOTION
 DC1049
 DC1049  HISTORY     - Date     Condition        Report By
 DC1049  HISTORY     - UNK      MONUMENTED       CA3260
 DC1049  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1049
 DC1049                          STATION DESCRIPTION
 DC1049
 DC1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1049'2 MI N FROM OLD TOWN.
 DC1049'ABOUT 800 FEET NORTH OF THE MORENO SIGN, ABOUT 700 FEET NORTH OF
 DC1049'MILEPOST 262, AT A ROAD CROSSING, 46 FEET EAST OF THE TRACK, 25
 DC1049'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN A FENCE CORNER.
 DC1049'A COPPER BOLT, IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1073 ***********************************************************************
 JS1073  DESIGNATION -  17.87 USE
 JS1073  PID         -  JS1073
 JS1073  STATE/COUNTY-  CA/SACRAMENTO
 JS1073  USGS QUAD   -  BRUCEVILLE (1980)
 JS1073
 JS1073                         *CURRENT SURVEY CONTROL
 JS1073  ___________________________________________________________________
 JS1073* NAD 83(1986)-  38 18 45.     (N)    121 25 38.     (W)     SCALED    
 JS1073* NAVD 88     -         6.13   (+/-2cm)      20.1    (feet)  VERTCON   
 JS1073  ___________________________________________________________________
 JS1073  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JS1073  VERT ORDER  -  THIRD (See Below)
 JS1073
 JS1073.The horizontal coordinates were scaled from a topographic map and have
 JS1073.an estimated accuracy of +/- 6 seconds.
 JS1073
 JS1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1073.The vertical order pertains to the NGVD 29 superseded value.
 JS1073
 JS1073.The geoid height was determined by GEOID03.
 JS1073
 JS1073;                    North         East    Units  Estimated Accuracy
 JS1073;SPC CA 2     -   571,850.    2,050,090.      MT  (+/- 180 meters Scaled)
 JS1073
 JS1073                          SUPERSEDED SURVEY CONTROL
 JS1073
 JS1073  NGVD 29 (??/??/??)    5.40   (m)           17.7    (f) RESET       3  
 JS1073
 JS1073.Superseded values are not recommended for survey control.
 JS1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1073.See file dsdata.txt to determine how the superseded data were derived.
 JS1073
 JS1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH375416(NAD 83)
 JS1073_MARKER: P = PIPE CAP
 JS1073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1073_SP_SET: IRON PIPE
 JS1073_STAMPING: 17.87
 JS1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1073
 JS1073  HISTORY     - Date     Condition        Report By
 JS1073  HISTORY     - UNK      MONUMENTED       DOD
 JS1073  HISTORY     - 1951     GOOD             NGS
 JS1073  HISTORY     - 1967     MARK NOT FOUND   NGS
 JS1073
 JS1073                          STATION DESCRIPTION
 JS1073
 JS1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1073'AT FRANKLIN AIRPORT.
 JS1073'AT THE FRANKLIN AIRPORT, AT THE NORTH BOUNDARY LINE OF THE
 JS1073'FIELD, ABOUT 103 YARDS NORTH OF THE NORTH EDGE OF THE NORTH-SOUTH
 JS1073'RUNWAY, IN LINE WITH THE CENTER OF THE RUNWAY, 1.8 FEET SOUTH
 JS1073'OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 JS1073'THE RUNWAY, AND SCREWED ON TOP OF A 3 1/2-INCH GALVANIZED IRON
 JS1073'PIPE ENCASED IN CONCRETE, AND PROJECTING 0.4 FOOT ABOVE THE
 JS1073'GROUND.
 JS1073
 JS1073                          STATION RECOVERY (1967)
 JS1073
 JS1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1806 ***********************************************************************
 EV1806  DESIGNATION -  17.89
 EV1806  PID         -  EV1806
 EV1806  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1806  USGS QUAD   -  CAJON (1996)
 EV1806
 EV1806                         *CURRENT SURVEY CONTROL
 EV1806  ___________________________________________________________________
 EV1806* NAD 83(1986)-  34 16 00.     (N)    117 27 50.     (W)     SCALED    
 EV1806* NAVD 88     -       798.543  (meters)    2619.89   (feet)  READJUSTED
 EV1806  ___________________________________________________________________
 EV1806  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV1806  DYNAMIC HT  -         797.580 (meters)    2616.73  (feet)  COMP
 EV1806  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 EV1806
 EV1806  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1806
 EV1806.The horizontal coordinates were scaled from a topographic map and have
 EV1806.an estimated accuracy of +/- 6 seconds.
 EV1806
 EV1806.The orthometric height was determined by differential leveling
 EV1806.and adjusted in February 1993.
 EV1806.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1806.distribution rate of 0.0 thru 1.0 mm/km.
 EV1806.The height was derived from older observations constrained to new
 EV1806.heights in a crustal motion area.  The height is approximate in
 EV1806.relation to other heights in its vicinity.
 EV1806
 EV1806.The geoid height was determined by GEOID03.
 EV1806
 EV1806.The dynamic height is computed by dividing the NAVD 88
 EV1806.geopotential number by the normal gravity value computed on the
 EV1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1806.degrees latitude (g = 980.6199 gals.).
 EV1806
 EV1806.The modeled gravity was interpolated from observed gravity values.
 EV1806
 EV1806;                    North         East    Units  Estimated Accuracy
 EV1806;SPC CA 5     -   585,170.    2,049,370.      MT  (+/- 180 meters Scaled)
 EV1806
 EV1806                          SUPERSEDED SURVEY CONTROL
 EV1806
 EV1806  NGVD 29 (??/??/92)  797.735  (m)         2617.24   (f) ADJ UNCH    1 1
 EV1806
 EV1806.Superseded values are not recommended for survey control.
 EV1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1806.See file dsdata.txt to determine how the superseded data were derived.
 EV1806
 EV1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT572918(NAD 83)
 EV1806_MARKER: DD = SURVEY DISK
 EV1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1806+STABILITY: SURFACE MOTION
 EV1806
 EV1806  HISTORY     - Date     Condition        Report By
 EV1806  HISTORY     - UNK      MONUMENTED       USGS
 EV1806  HISTORY     - 1956     GOOD             NGS
 EV1806  HISTORY     - 1961     GOOD             NGS
 EV1806  HISTORY     - 1978     GOOD             NGS
 EV1806
 EV1806                          STATION DESCRIPTION
 EV1806
 EV1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1806'1 MI N FROM KEENBROOK.
 EV1806'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1806'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, ABOUT 20 YARDS
 EV1806'NORTHWEST OF BRIDGE A 66, IN THE TOP OF THE CONCRETE FOUNDATION
 EV1806'FOR THE LONE PINE U.S. GEOLOGICAL SURVEY GAGING STATION, 5.2 FEET
 EV1806'NORTHWEST OF THE NORTHEAST CORNER OF THE STATION, 3.6 FEET NORTH OF
 EV1806'THE NORTHWEST CORNER, 2.4 FEET WEST OF THE WEST END OF A METAL
 EV1806'FOOT BRIDGE ACROSS LONE PINE CREEK, ABOUT 15 FEET LOWER THAN THE
 EV1806'TRACKS, AND ABOUT LEVEL WITH THE GAGING STATION FLOOR.
 EV1806
 EV1806                          STATION RECOVERY (1961)
 EV1806
 EV1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV1806'RECOVERED IN GOOD CONDITION.
 EV1806
 EV1806                          STATION RECOVERY (1978)
 EV1806
 EV1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3620 ***********************************************************************
 HT3620  DESIGNATION -  170
 HT3620  PID         -  HT3620
 HT3620  STATE/COUNTY-  CA/SANTA CRUZ
 HT3620  USGS QUAD   -  FELTON (1991)
 HT3620
 HT3620                         *CURRENT SURVEY CONTROL
 HT3620  ___________________________________________________________________
 HT3620* NAD 83(1986)-  37 03 21.     (N)    122 06 06.     (W)     SCALED    
 HT3620* NAVD 88     -       364.336  (meters)    1195.33   (feet)  ADJUSTED  
 HT3620  ___________________________________________________________________
 HT3620  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HT3620  DYNAMIC HT  -         364.063 (meters)    1194.43  (feet)  COMP
 HT3620  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 HT3620
 HT3620  VERT ORDER  -  FIRST     CLASS II
 HT3620
 HT3620.The horizontal coordinates were scaled from a topographic map and have
 HT3620.an estimated accuracy of +/- 6 seconds.
 HT3620
 HT3620.The orthometric height was determined by differential leveling
 HT3620.and adjusted in February 1993.
 HT3620
 HT3620.The geoid height was determined by GEOID03.
 HT3620
 HT3620.The dynamic height is computed by dividing the NAVD 88
 HT3620.geopotential number by the normal gravity value computed on the
 HT3620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3620.degrees latitude (g = 980.6199 gals.).
 HT3620
 HT3620.The modeled gravity was interpolated from observed gravity values.
 HT3620
 HT3620;                    North         East    Units  Estimated Accuracy
 HT3620;SPC CA 3     -   562,910.    1,857,540.      MT  (+/- 180 meters Scaled)
 HT3620
 HT3620                          SUPERSEDED SURVEY CONTROL
 HT3620
 HT3620  NGVD 29 (10/21/93)  363.501  (m)         1192.59   (f) ADJUSTED    1 2
 HT3620
 HT3620.Superseded values are not recommended for survey control.
 HT3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3620.See file dsdata.txt to determine how the superseded data were derived.
 HT3620
 HT3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG798014(NAD 83)
 HT3620_MARKER: S = SPIKE
 HT3620_SETTING: 0 = UNSPECIFIED SETTING
 HT3620_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3620+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 HT3620
 HT3620  HISTORY     - Date     Condition        Report By
 HT3620  HISTORY     - UNK      MONUMENTED       CA-087
 HT3620  HISTORY     - 19900508 GOOD             NGS
 HT3620
 HT3620                          STATION DESCRIPTION
 HT3620
 HT3620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3620'3.6 KM (2.2 MI) WESTERLY ALONG FELTON EMPIRE ROAD FROM ITS
 HT3620'INTERSECTION WITH STATE HIGHWAY 9 IN FELTON, 19.9 M (65.3 FT) EAST OF
 HT3620'THE NORTH CORNER OF THE CONCRETE BASE OF A WATER TANK, 6.5 M
 HT3620'(21.3 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 0.4 M (1.3 FT)
 HT3620'ABOVE THE LEVEL OF THE ROAD.  THE MONUMENT IS A SPIKE DRIVEN
 HT3620'VERTICALLY INTO THE NORTHWEST BASE OF A 48-INCH REDWOOD TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0631 ***********************************************************************
 DY0631  DESIGNATION -  170 C OF LB
 DY0631  PID         -  DY0631
 DY0631  STATE/COUNTY-  CA/LOS ANGELES
 DY0631  USGS QUAD   -  LONG BEACH (1981)
 DY0631
 DY0631                         *CURRENT SURVEY CONTROL
 DY0631  ___________________________________________________________________
 DY0631* NAD 83(1986)-  33 45 58.     (N)    118 08 00.     (W)     SCALED    
 DY0631* NAVD 88     -        10.91   (+/-2cm)      35.8    (feet)  VERTCON   
 DY0631  ___________________________________________________________________
 DY0631  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0631  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0631
 DY0631.The horizontal coordinates were scaled from a topographic map and have
 DY0631.an estimated accuracy of +/- 6 seconds.
 DY0631
 DY0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0631.The vertical order pertains to the NGVD 29 superseded value.
 DY0631
 DY0631.The geoid height was determined by GEOID03.
 DY0631
 DY0631;                    North         East    Units  Estimated Accuracy
 DY0631;SPC CA 5     -   529,530.    1,987,650.      MT  (+/- 180 meters Scaled)
 DY0631
 DY0631                          SUPERSEDED SURVEY CONTROL
 DY0631
 DY0631  NGVD 29 (??/??/92)   10.140  (m)           33.27   (f) ADJ UNCH    1 2
 DY0631
 DY0631.Superseded values are not recommended for survey control.
 DY0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0631.See file dsdata.txt to determine how the superseded data were derived.
 DY0631
 DY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT950368(NAD 83)
 DY0631_MARKER: DD = SURVEY DISK
 DY0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0631_STAMPING: LBBM NO 170
 DY0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0631+STABILITY: SURFACE MOTION
 DY0631
 DY0631  HISTORY     - Date     Condition        Report By
 DY0631  HISTORY     - UNK      MONUMENTED       CA1970
 DY0631  HISTORY     - 1954     GOOD             NGS
 DY0631  HISTORY     - 20071231 MARK NOT FOUND   GEOCAC
 DY0631
 DY0631                          STATION DESCRIPTION
 DY0631
 DY0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0631'AT LONG BEACH.
 DY0631'AT LONG BEACH, 0.2 MILE SOUTH ALONG NIETO AVENUE FROM THE T
 DY0631'JUNCTION OF COLORADO STREET, AT THE NORTHWEST CORNER OF THE
 DY0631'T JUNCTION OF VISTA STREET, IN THE LAWN BETWEEWN THE SIDEWALK
 DY0631'AND THE WEST CURB OF THE AVENUE, 10.2 FEET NORTH OF A POINT IN
 DY0631'LINE WITH THE NORTH CURB OF THE STREET, 2.7 FEET WEST OF THE
 DY0631'WEST CURB OF THE AVENUE, 0.4 FOOT UNDERGROUND, AND SET IN
 DY0631'THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 DY0631'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0631
 DY0631                          STATION RECOVERY (2007)
 DY0631
 DY0631'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0631'THE AREA HAS CHANGED AND THE SIDEWALK AT THE CORNER HAS BEEN IMPROVED
 DY0631'TO INCLUDE A WHEELCHAIR RAMP.  THE LOCATION OF THE MARK IS NOW
 DY0631'SURROUNDED BY CONCRETE.
 DY0631'USING THE MEASUREMENTS IN THE DESCRIPTION, WHICH APPROXIMATELY MATCH
 DY0631'THOSE PROVIDED RECENTLY BY THE CITY OF LONG BEACH, A CIRCLE WAS
 DY0631'LOCATED WHERE ACCESS TO THE MARK MIGHT HAVE PREVIOUSLY BEEN PRESENT.
 DY0631'THAT ACCESS LOCATION IS NOW FILLED WITH CONCRETE.  IF THE MARK STILL
 DY0631'EXISTS, IT IS NOW INACCESSIBLE AND OF NO SURVEY VALUE.
 DY0631'ABOUT 9 OR 10 FEET SW IS A MARK IN A WELL ACCESS TO WHICH IS HAD
 DY0631'THROUGH A 6-INCH PIPE WITH AN UNMARKED IRON COVER.  THIS MARK APPEARS
 DY0631'TO BE A POSSIBLE RESET AND IS A BOLT IN CONCRETE ABOUT 6 INCHES BELOW
 DY0631'GROUND.  THIS NEW MARK COULD BE ESTABLISHED AS A REPLACEMENT STATION,
 DY0631'IF NEEDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0270 ***********************************************************************
 KS0270  DESIGNATION -  170 H RESET
 KS0270  PID         -  KS0270
 KS0270  STATE/COUNTY-  CA/PLACER
 KS0270  USGS QUAD   -  TRUCKEE (1992)
 KS0270
 KS0270                         *CURRENT SURVEY CONTROL
 KS0270  ___________________________________________________________________
 KS0270* NAD 83(1986)-  39 16 02.     (N)    120 12 34.     (W)     SCALED    
 KS0270* NAVD 88     -      1814.37   (+/-2cm)    5952.6    (feet)  VERTCON   
 KS0270  ___________________________________________________________________
 KS0270  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KS0270  VERT ORDER  -  THIRD (See Below)
 KS0270
 KS0270.The horizontal coordinates were scaled from a topographic map and have
 KS0270.an estimated accuracy of +/- 6 seconds.
 KS0270
 KS0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0270.The vertical order pertains to the NGVD 29 superseded value.
 KS0270
 KS0270.The geoid height was determined by GEOID03.
 KS0270
 KS0270;                    North         East    Units  Estimated Accuracy
 KS0270;SPC CA 2     -   679,190.    2,154,500.      MT  (+/- 180 meters Scaled)
 KS0270
 KS0270                          SUPERSEDED SURVEY CONTROL
 KS0270
 KS0270  NGVD 29 (??/??/??) 1813.13   (m)         5948.6    (f) RESET       3  
 KS0270
 KS0270.Superseded values are not recommended for survey control.
 KS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0270.See file dsdata.txt to determine how the superseded data were derived.
 KS0270
 KS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ407501(NAD 83)
 KS0270_MARKER: DD = SURVEY DISK
 KS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS0270_STAMPING: 170 H 192 RESET 1957
 KS0270_MARK LOGO: CGS   
 KS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0270+STABILITY: SURFACE MOTION
 KS0270
 KS0270  HISTORY     - Date     Condition        Report By
 KS0270  HISTORY     - 1966     MONUMENTED       CADH
 KS0270
 KS0270                          STATION DESCRIPTION
 KS0270
 KS0270'DESCRIBED BY CA DIV OF HIGHWAYS 1966
 KS0270'2 MI N FROM BIG CHIEF INN.
 KS0270'DONNER CREEK UNDERPASS OF SOUTHERN PACIFIC RAILROAD, 0.64 MI.
 KS0270'N. OF DEEP CREEK, 71 FT. LEFT OF STATE HIGHWAY CENTERLINE OF STATION
 KS0270'516+84, IN CONCRETE MONUMENT, AT STANDARD TABLET STAMPED 170 H 1932
 KS0270'RESET 1957
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0538 ***********************************************************************
 GT0538  DESIGNATION -  170.42 L
 GT0538  PID         -  GT0538
 GT0538  STATE/COUNTY-  CA/KINGS
 GT0538  USGS QUAD   -  KETTLEMAN CITY (1981)
 GT0538
 GT0538                         *CURRENT SURVEY CONTROL
 GT0538  ___________________________________________________________________
 GT0538* NAD 83(1986)-  36 02 09.     (N)    119 59 32.     (W)     SCALED    
 GT0538* NAVD 88     -        99.865  (meters)     327.64   (feet)  ADJUSTED  
 GT0538  ___________________________________________________________________
 GT0538  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GT0538  DYNAMIC HT  -          99.775 (meters)     327.35  (feet)  COMP
 GT0538  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 GT0538
 GT0538  VERT ORDER  -  FIRST     CLASS I
 GT0538
 GT0538.The horizontal coordinates were scaled from a topographic map and have
 GT0538.an estimated accuracy of +/- 6 seconds.
 GT0538
 GT0538.The orthometric height was determined by differential leveling
 GT0538.and adjusted in June 1991.
 GT0538
 GT0538.The geoid height was determined by GEOID03.
 GT0538
 GT0538.The dynamic height is computed by dividing the NAVD 88
 GT0538.geopotential number by the normal gravity value computed on the
 GT0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0538.degrees latitude (g = 980.6199 gals.).
 GT0538
 GT0538.The modeled gravity was interpolated from observed gravity values.
 GT0538
 GT0538;                    North         East    Units  Estimated Accuracy
 GT0538;SPC CA 4     -   578,410.    1,910,580.      MT  (+/- 180 meters Scaled)
 GT0538
 GT0538                          SUPERSEDED SURVEY CONTROL
 GT0538
 GT0538  NGVD 29 (??/??/92)   98.921  (m)          324.54   (f) ADJ UNCH    1 1
 GT0538
 GT0538.Superseded values are not recommended for survey control.
 GT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0538.See file dsdata.txt to determine how the superseded data were derived.
 GT0538
 GT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV304920(NAD 83)
 GT0538_MARKER: DD = SURVEY DISK
 GT0538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GT0538_SP_SET: WINGWALL
 GT0538_STAMPING: 170.42 L
 GT0538_MARK LOGO: BOR   
 GT0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0538+STABILITY: SURFACE MOTION
 GT0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0538+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GT0538
 GT0538  HISTORY     - Date     Condition        Report By
 GT0538  HISTORY     - UNK      MONUMENTED       BOR
 GT0538  HISTORY     - 1967     GOOD             NGS
 GT0538  HISTORY     - 1975     GOOD             NGS
 GT0538  HISTORY     - 19890214 GOOD             NGS
 GT0538
 GT0538                          STATION DESCRIPTION
 GT0538
 GT0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GT0538'2.1 MI NW FROM KETTLEMAN CITY.
 GT0538'2.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GT0538'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.7 FEET
 GT0538'WEST OF THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF QUAIL
 GT0538'AVENUE BRIDGE OVER THE AQUEDUCT, 16 FEET NORTH OF THE CENTER
 GT0538'LINE OF THE AVENUE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GT0538'NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GT0538
 GT0538                          STATION RECOVERY (1975)
 GT0538
 GT0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GT0538'RECOVERED IN GOOD CONDITION.
 GT0538
 GT0538                          STATION RECOVERY (1989)
 GT0538
 GT0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GT0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0539 ***********************************************************************
 GT0539  DESIGNATION -  170.42 R
 GT0539  PID         -  GT0539
 GT0539  STATE/COUNTY-  CA/KINGS
 GT0539  USGS QUAD   -  KETTLEMAN CITY (1981)
 GT0539
 GT0539                         *CURRENT SURVEY CONTROL
 GT0539  ___________________________________________________________________
 GT0539* NAD 83(1986)-  36 02 10.     (N)    119 59 35.     (W)     SCALED    
 GT0539* NAVD 88     -        99.898  (meters)     327.75   (feet)  ADJUSTED  
 GT0539  ___________________________________________________________________
 GT0539  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 GT0539  DYNAMIC HT  -          99.808 (meters)     327.45  (feet)  COMP
 GT0539  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 GT0539
 GT0539  VERT ORDER  -  FIRST     CLASS I
 GT0539
 GT0539.The horizontal coordinates were scaled from a topographic map and have
 GT0539.an estimated accuracy of +/- 6 seconds.
 GT0539
 GT0539.The orthometric height was determined by differential leveling
 GT0539.and adjusted in June 1991.
 GT0539
 GT0539.The geoid height was determined by GEOID03.
 GT0539
 GT0539.The dynamic height is computed by dividing the NAVD 88
 GT0539.geopotential number by the normal gravity value computed on the
 GT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0539.degrees latitude (g = 980.6199 gals.).
 GT0539
 GT0539.The modeled gravity was interpolated from observed gravity values.
 GT0539
 GT0539;                    North         East    Units  Estimated Accuracy
 GT0539;SPC CA 4     -   578,440.    1,910,510.      MT  (+/- 180 meters Scaled)
 GT0539
 GT0539                          SUPERSEDED SURVEY CONTROL
 GT0539
 GT0539  NGVD 29 (??/??/92)   98.948  (m)          324.63   (f) ADJ UNCH    1 1
 GT0539
 GT0539.Superseded values are not recommended for survey control.
 GT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0539.See file dsdata.txt to determine how the superseded data were derived.
 GT0539
 GT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV303921(NAD 83)
 GT0539_MARKER: DD = SURVEY DISK
 GT0539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GT0539_SP_SET: WINGWALL
 GT0539_STAMPING: 170.42 R
 GT0539_MARK LOGO: BOR   
 GT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0539+STABILITY: SURFACE MOTION
 GT0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0539+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GT0539
 GT0539  HISTORY     - Date     Condition        Report By
 GT0539  HISTORY     - UNK      MONUMENTED       BOR
 GT0539  HISTORY     - 1967     GOOD             NGS
 GT0539  HISTORY     - 1975     GOOD             NGS
 GT0539  HISTORY     - 19890214 GOOD             NGS
 GT0539
 GT0539                          STATION DESCRIPTION
 GT0539
 GT0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GT0539'2.1 MI NW FROM KETTLEMAN CITY.
 GT0539'2.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM
 GT0539'AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.5 FEET
 GT0539'EAST OF THE WEST END OF THE SOUTHWEST CONCRETE WING WALL OF
 GT0539'QUAIL AVENUE BRIDGE OVER THE AQUEDUCT, 16 FEET SOUTH OF THE CENTER
 GT0539'LINE OF THE AVENUE, 17 FEET NORTHEAST OF THE CENTER LINE OF THE
 GT0539'SOUTHWEST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE.
 GT0539
 GT0539                          STATION RECOVERY (1975)
 GT0539
 GT0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GT0539'RECOVERED IN GOOD CONDITION.
 GT0539
 GT0539                          STATION RECOVERY (1989)
 GT0539
 GT0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GT0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1561 ***********************************************************************
 HS1561  DESIGNATION -  170.96
 HS1561  PID         -  HS1561
 HS1561  STATE/COUNTY-  CA/MERCED
 HS1561  USGS QUAD   -  ATWATER (1987)
 HS1561
 HS1561                         *CURRENT SURVEY CONTROL
 HS1561  ___________________________________________________________________
 HS1561* NAD 83(1986)-  37 21 47.     (N)    120 33 22.     (W)     SCALED    
 HS1561* NAVD 88     -        52.72   (+/-2cm)     173.0    (feet)  VERTCON   
 HS1561  ___________________________________________________________________
 HS1561  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 HS1561  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1561
 HS1561.The horizontal coordinates were scaled from a topographic map and have
 HS1561.an estimated accuracy of +/- 6 seconds.
 HS1561
 HS1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1561.The vertical order pertains to the NGVD 29 superseded value.
 HS1561
 HS1561.The geoid height was determined by GEOID03.
 HS1561
 HS1561;                    North         East    Units  Estimated Accuracy
 HS1561;SPC CA 3     -   595,780.    1,995,030.      MT  (+/- 180 meters Scaled)
 HS1561
 HS1561                          SUPERSEDED SURVEY CONTROL
 HS1561
 HS1561  NGVD 29 (??/??/92)   51.970  (m)          170.50   (f) ADJ UNCH    1 2
 HS1561
 HS1561.Superseded values are not recommended for survey control.
 HS1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1561.See file dsdata.txt to determine how the superseded data were derived.
 HS1561
 HS1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG164379(NAD 83)
 HS1561_MARKER: DD = SURVEY DISK
 HS1561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1561_SP_SET: FOUNDATION
 HS1561_STAMPING: 170.96
 HS1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1561
 HS1561  HISTORY     - Date     Condition        Report By
 HS1561  HISTORY     - UNK      MONUMENTED       DOD
 HS1561  HISTORY     - 1958     GOOD             NGS
 HS1561  HISTORY     - 1982     GOOD             USGS
 HS1561
 HS1561                          STATION DESCRIPTION
 HS1561
 HS1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1561'AT CASTLE AIR FORCE BASE.
 HS1561'AT CASTLE AIR FORCE BASE, MERCED COUNTY, AT THE SEWAGE-TREATMENT
 HS1561'PLANT, ABOUT MIDWAY BETWEEN LARGE WOODEN VAT T 916 AND FRAME
 HS1561'OFFICE BUILDING T 917, IN THE TOP OF THE CONCRETE FOUNDATION
 HS1561'OF THE CIRCULATION PUMP, 0.8 FOOT SOUTHEAST OF THE NORTHWEST
 HS1561'CORNER, AND 2.1 FEET HIGHER THAN THE WALK SURROUNDING THE BASE
 HS1561'OF THE PUMP.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 HS1561'STAMPED 170.96.
 HS1561
 HS1561                          STATION RECOVERY (1982)
 HS1561
 HS1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HS1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3634 ***********************************************************************
 HT3634  DESIGNATION -  1707.48=202
 HT3634  PID         -  HT3634
 HT3634  STATE/COUNTY-  CA/SANTA CRUZ
 HT3634  USGS QUAD   -  DAVENPORT (1997)
 HT3634
 HT3634                         *CURRENT SURVEY CONTROL
 HT3634  ___________________________________________________________________
 HT3634* NAD 83(1986)-  37 03 45.     (N)    122 08 53.     (W)     SCALED    
 HT3634* NAVD 88     -       521.340  (meters)    1710.43   (feet)  ADJUSTED  
 HT3634  ___________________________________________________________________
 HT3634  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HT3634  DYNAMIC HT  -         520.932 (meters)    1709.09  (feet)  COMP
 HT3634  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 HT3634
 HT3634  VERT ORDER  -  FIRST     CLASS II
 HT3634
 HT3634.The horizontal coordinates were scaled from a topographic map and have
 HT3634.an estimated accuracy of +/- 6 seconds.
 HT3634
 HT3634.The orthometric height was determined by differential leveling
 HT3634.and adjusted in February 1993.
 HT3634
 HT3634.The geoid height was determined by GEOID03.
 HT3634
 HT3634.The dynamic height is computed by dividing the NAVD 88
 HT3634.geopotential number by the normal gravity value computed on the
 HT3634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3634.degrees latitude (g = 980.6199 gals.).
 HT3634
 HT3634.The modeled gravity was interpolated from observed gravity values.
 HT3634
 HT3634;                    North         East    Units  Estimated Accuracy
 HT3634;SPC CA 3     -   563,720.    1,853,430.      MT  (+/- 180 meters Scaled)
 HT3634
 HT3634                          SUPERSEDED SURVEY CONTROL
 HT3634
 HT3634  NGVD 29 (10/21/93)  520.494  (m)         1707.65   (f) ADJUSTED    1 2
 HT3634
 HT3634.Superseded values are not recommended for survey control.
 HT3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3634.See file dsdata.txt to determine how the superseded data were derived.
 HT3634
 HT3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG757021(NAD 83)
 HT3634_MARKER: DV = VERTICAL CONTROL DISK
 HT3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3634_SP_SET: CONCRETE POST
 HT3634_STAMPING: B.M. 1707.48 BD.PF
 HT3634_MARK LOGO: CA-087
 HT3634_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3634+STABILITY: SURFACE MOTION
 HT3634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3634+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1990
 HT3634
 HT3634  HISTORY     - Date     Condition        Report By
 HT3634  HISTORY     - UNK      MONUMENTED       CA-087
 HT3634  HISTORY     - 19900507 GOOD             NGS
 HT3634
 HT3634                          STATION DESCRIPTION
 HT3634
 HT3634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3634'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3634'OFFICE AT DAVENPORT, THENCE 6.0 KM (3.7 MI) NORTHEASTERLY ALONG
 HT3634'BONNIE DOON ROAD, THENCE 2.6 KM (1.6 MI) NORTHERLY ALONG PINE FLAT
 HT3634'ROAD, 25.6 M (84.0 FT) SOUTH OF THE CENTER OF ICE CREAM GRADE, 13.2 M
 HT3634'(43.3 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT)
 HT3634'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3344 ***********************************************************************
 AA3344  DESIGNATION -  171 B 70
 AA3344  PID         -  AA3344
 AA3344  STATE/COUNTY-  CA/VENTURA
 AA3344  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3344
 AA3344                         *CURRENT SURVEY CONTROL
 AA3344  ___________________________________________________________________
 AA3344* NAD 83(1986)-  34 10 32.     (N)    118 51 35.     (W)     SCALED    
 AA3344* NAVD 88     -       250.219  (meters)     820.93   (feet)  ADJUSTED  
 AA3344  ___________________________________________________________________
 AA3344  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AA3344  DYNAMIC HT  -         249.960 (meters)     820.08  (feet)  COMP
 AA3344  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 AA3344
 AA3344  VERT ORDER  -  FIRST     CLASS II
 AA3344
 AA3344.The horizontal coordinates were scaled from a topographic map and have
 AA3344.an estimated accuracy of +/- 6 seconds.
 AA3344
 AA3344.The orthometric height was determined by differential leveling
 AA3344.and adjusted in June 1995.
 AA3344
 AA3344.The geoid height was determined by GEOID03.
 AA3344
 AA3344.The dynamic height is computed by dividing the NAVD 88
 AA3344.geopotential number by the normal gravity value computed on the
 AA3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3344.degrees latitude (g = 980.6199 gals.).
 AA3344
 AA3344.The modeled gravity was interpolated from observed gravity values.
 AA3344
 AA3344;                    North         East    Units  Estimated Accuracy
 AA3344;SPC CA 5     -   575,280.    1,920,740.      MT  (+/- 180 meters Scaled)
 AA3344
 AA3344                          SUPERSEDED SURVEY CONTROL
 AA3344
 AA3344.No superseded survey control is available for this station.
 AA3344
 AA3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT286831(NAD 83)
 AA3344_MARKER: DD = SURVEY DISK
 AA3344_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3344_SP_SET: OVERPASS ABUTMENT
 AA3344_MARK LOGO: CADT  
 AA3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3344+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3344
 AA3344  HISTORY     - Date     Condition        Report By
 AA3344  HISTORY     - UNK      MONUMENTED       CADT
 AA3344  HISTORY     - 19940726 GOOD             NGS
 AA3344
 AA3344                          STATION DESCRIPTION
 AA3344
 AA3344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3344'IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND RANCHO ROAD,
 AA3344'IN TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE WEST
 AA3344'CONCRETE ABUTMENT DECK OF THE SOUTHBOUND FREEWAY OVERPASS OF THE ROAD,
 AA3344'18.8 M (61.7 FT) WEST OF THE CENTER OF THE ROAD, 16.2 M (53.1 FT)
 AA3344'SOUTH OF THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 5.3 M
 AA3344'(17.4 FT) EAST OF THE WEST END OF THE SOUTH GUARDRAIL, 2.4 M (7.9 FT)
 AA3344'SOUTH OF AND LEVEL WITH THE FOG LINE OF AN ON-RAMP LEADING TO THE
 AA3344'SOUTHBOUND FREEWAY, AND 0.2 M (0.7 FT) NORTH OF THE GUARDRAIL.
 AA3344'NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0377 ***********************************************************************
 DY0377  DESIGNATION -  171 C OF LB
 DY0377  PID         -  DY0377
 DY0377  STATE/COUNTY-  CA/LOS ANGELES
 DY0377  USGS QUAD   -  LONG BEACH (1981)
 DY0377
 DY0377                         *CURRENT SURVEY CONTROL
 DY0377  ___________________________________________________________________
 DY0377* NAD 83(1986)-  33 46 00.     (N)    118 08 29.     (W)     SCALED    
 DY0377* NAVD 88     -        18.44   (+/-2cm)      60.5    (feet)  VERTCON   
 DY0377  ___________________________________________________________________
 DY0377  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0377  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0377
 DY0377.The horizontal coordinates were scaled from a topographic map and have
 DY0377.an estimated accuracy of +/- 6 seconds.
 DY0377
 DY0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0377.The vertical order pertains to the NGVD 29 superseded value.
 DY0377
 DY0377.The geoid height was determined by GEOID03.
 DY0377
 DY0377;                    North         East    Units  Estimated Accuracy
 DY0377;SPC CA 5     -   529,590.    1,986,900.      MT  (+/- 180 meters Scaled)
 DY0377
 DY0377                          SUPERSEDED SURVEY CONTROL
 DY0377
 DY0377  NGVD 29 (??/??/92)   17.659  (m)           57.94   (f) ADJ UNCH    1 2
 DY0377
 DY0377.Superseded values are not recommended for survey control.
 DY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0377.See file dsdata.txt to determine how the superseded data were derived.
 DY0377
 DY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943368(NAD 83)
 DY0377_MARKER: DD = SURVEY DISK
 DY0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0377_STAMPING: LBBM NO 171
 DY0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0377+STABILITY: SURFACE MOTION
 DY0377
 DY0377  HISTORY     - Date     Condition        Report By
 DY0377  HISTORY     - UNK      MONUMENTED       CA1970
 DY0377  HISTORY     - 1954     GOOD             NGS
 DY0377  HISTORY     - 1964     GOOD             NGS
 DY0377
 DY0377                          STATION DESCRIPTION
 DY0377
 DY0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0377'AT LONG BEACH.
 DY0377'AT LONG BEACH, 1.0 MILE SOUTH ALONG XIMENO AVENUE FROM THE
 DY0377'INTERSECTION OF ANAHEIM STREET, AT THE NORTHEAST CORNER OF THE
 DY0377'INTERSECTION OF VISTA STREET, IN THE LAWN BETWEEN THE SIDEWALK
 DY0377'AND THE NORTH CURB OF THE STREET, 13.2 FEET EAST OF THE EAST
 DY0377'CURB OF THE AVENUE, 3.1 FEET NORTH OF THE NORTH CURB OF THE
 DY0377'STREET, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DY0377'POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A CAST
 DY0377'IRON COVER MARKED LBBM.
 DY0377
 DY0377                          STATION RECOVERY (1964)
 DY0377
 DY0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3408 ***********************************************************************
 EV3408  DESIGNATION -  171 FMK
 EV3408  PID         -  EV3408
 EV3408  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3408  USGS QUAD   -  CAJON (1996)
 EV3408
 EV3408                         *CURRENT SURVEY CONTROL
 EV3408  ___________________________________________________________________
 EV3408* NAD 83(1986)-  34 19 42.     (N)    117 26 02.     (W)     SCALED    
 EV3408* NAVD 88     -      1146.263  (meters)    3760.70   (feet)  READJUSTED
 EV3408  ___________________________________________________________________
 EV3408  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV3408  DYNAMIC HT  -        1144.820 (meters)    3755.96  (feet)  COMP
 EV3408  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 EV3408
 EV3408  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 EV3408
 EV3408.The horizontal coordinates were scaled from a topographic map and have
 EV3408.an estimated accuracy of +/- 6 seconds.
 EV3408
 EV3408.The orthometric height was determined by differential leveling
 EV3408.and adjusted in February 1993.
 EV3408.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 EV3408.distribution rate greater than 8.0 mm/km.
 EV3408.The height was derived from older observations constrained to new
 EV3408.heights in a crustal motion area.  The height is approximate in
 EV3408.relation to other heights in its vicinity.
 EV3408
 EV3408.The geoid height was determined by GEOID03.
 EV3408
 EV3408.The dynamic height is computed by dividing the NAVD 88
 EV3408.geopotential number by the normal gravity value computed on the
 EV3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3408.degrees latitude (g = 980.6199 gals.).
 EV3408
 EV3408.The modeled gravity was interpolated from observed gravity values.
 EV3408
 EV3408;                    North         East    Units  Estimated Accuracy
 EV3408;SPC CA 5     -   592,030.    2,052,100.      MT  (+/- 180 meters Scaled)
 EV3408
 EV3408                          SUPERSEDED SURVEY CONTROL
 EV3408
 EV3408  NGVD 29 (??/??/92) 1145.389  (m)         3757.83   (f) ADJ UNCH    1 1
 EV3408
 EV3408.Superseded values are not recommended for survey control.
 EV3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3408.See file dsdata.txt to determine how the superseded data were derived.
 EV3408
 EV3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT600986(NAD 83)
 EV3408_MARKER: DS = TRIANGULATION STATION DISK
 EV3408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3408_SP_SET: TOWER FOUNDATION
 EV3408_STAMPING: 171 FMK 1974
 EV3408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3408
 EV3408  HISTORY     - Date     Condition        Report By
 EV3408  HISTORY     - 1974     MONUMENTED       USGS
 EV3408  HISTORY     - 1978     GOOD             NGS
 EV3408
 EV3408                          STATION DESCRIPTION
 EV3408
 EV3408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3408'0.7 MI WEST FROM SUMMIT.
 EV3408'0.7 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 EV3408'STATION AT SUMMIT, AT THE CROSSING OF A HIGH POWER TRANSMISSION LINE,
 EV3408'SET IN THE SOUTHEAST CORNER FOUNDATION OF A TOWER, 123 FT. SOUTHWEST
 EV3408'OF THE SOUTHWEST RAIL, 0.5 FT. SOUTHWEST OF BENCH MARK R 1290, 0.8 FT.
 EV3408'NORTHEAST OF THE STEEL TOWER LEG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0273 ***********************************************************************
 KS0273  DESIGNATION -  171 H RESET
 KS0273  PID         -  KS0273
 KS0273  STATE/COUNTY-  CA/PLACER
 KS0273  USGS QUAD   -  TAHOE CITY (1992)
 KS0273
 KS0273                         *CURRENT SURVEY CONTROL
 KS0273  ___________________________________________________________________
 KS0273* NAD 83(1986)-  39 13 23.     (N)    120 12 09.     (W)     SCALED    
 KS0273* NAVD 88     -      1848.35   (+/-2cm)    6064.1    (feet)  VERTCON   
 KS0273  ___________________________________________________________________
 KS0273  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KS0273  VERT ORDER  -  THIRD (See Below)
 KS0273
 KS0273.The horizontal coordinates were scaled from a topographic map and have
 KS0273.an estimated accuracy of +/- 6 seconds.
 KS0273
 KS0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0273.The vertical order pertains to the NGVD 29 superseded value.
 KS0273
 KS0273.The geoid height was determined by GEOID03.
 KS0273
 KS0273;                    North         East    Units  Estimated Accuracy
 KS0273;SPC CA 2     -   674,300.    2,155,200.      MT  (+/- 180 meters Scaled)
 KS0273
 KS0273                          SUPERSEDED SURVEY CONTROL
 KS0273
 KS0273  NGVD 29 (??/??/??) 1847.11   (m)         6060.1    (f) RESET       3  
 KS0273
 KS0273.Superseded values are not recommended for survey control.
 KS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0273.See file dsdata.txt to determine how the superseded data were derived.
 KS0273
 KS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ414452(NAD 83)
 KS0273_MARKER: DD = SURVEY DISK
 KS0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0273_SP_SET: CONCRETE
 KS0273_STAMPING: 171 H 1932 RESET 1957
 KS0273_MARK LOGO: CGS   
 KS0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0273
 KS0273  HISTORY     - Date     Condition        Report By
 KS0273  HISTORY     - 1966     MONUMENTED       CADH
 KS0273  HISTORY     - 20080707 GOOD             NGS
 KS0273
 KS0273                          STATION DESCRIPTION
 KS0273
 KS0273'DESCRIBED BY CA DIV OF HIGHWAYS 1966
 KS0273'1 MI S FROM BIG CHIEF INN.
 KS0273'SQUAW VALLEY ROAD, A.3 MI. NORTH OF AND IN THE SILVER CREEK
 KS0273'CAMPGROUND, 600 FT. S. OF SILVER CREEK, 103 FT. RIGHT OF STATE
 KS0273'HIGHWAY CENTERLINE AT ENGINEERS STATION 352+25, SET IN CONCRETE,
 KS0273'A STANDARD TABLET STAMPED 171 H 1932 RESET 1957
 KS0273
 KS0273                          STATION RECOVERY (2008)
 KS0273
 KS0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (MEI)
 KS0273'I DID NOT RECOVER THE MARK, BUT I UNDERSTAND THAT THE DIRECTIONS
 KS0273'SHOULD BE EDITED TO READ THAT MARK IS 1.3 (NOT A.3) MI N OF THE
 KS0273'CAMPGROUND, AND THAT IT IS WEST OF HWY 89.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2435 ***********************************************************************
 DY2435  DESIGNATION -  171 LA CO
 DY2435  PID         -  DY2435
 DY2435  STATE/COUNTY-  CA/LOS ANGELES
 DY2435  USGS QUAD   -  INGLEWOOD (1981)
 DY2435
 DY2435                         *CURRENT SURVEY CONTROL
 DY2435  ___________________________________________________________________
 DY2435* NAD 83(1986)-  33 59 47.     (N)    118 21 27.     (W)     SCALED    
 DY2435* NAVD 88     -       132.67   (+/-2cm)     435.3    (feet)  VERTCON   
 DY2435  ___________________________________________________________________
 DY2435  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY2435  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY2435
 DY2435.The horizontal coordinates were scaled from a topographic map and have
 DY2435.an estimated accuracy of +/- 6 seconds.
 DY2435
 DY2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2435.The vertical order pertains to the NGVD 29 superseded value.
 DY2435
 DY2435.The geoid height was determined by GEOID03.
 DY2435
 DY2435;                    North         East    Units  Estimated Accuracy
 DY2435;SPC CA 5     -   555,120.    1,966,970.      MT  (+/- 180 meters Scaled)
 DY2435
 DY2435                          SUPERSEDED SURVEY CONTROL
 DY2435
 DY2435  NGVD 29 (??/??/92)  131.90   (m)          432.7    (f) COMPUTED    1 2
 DY2435
 DY2435.Superseded values are not recommended for survey control.
 DY2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2435.See file dsdata.txt to determine how the superseded data were derived.
 DY2435
 DY2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT746625(NAD 83)
 DY2435_MARKER: DD = SURVEY DISK
 DY2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY2435_STAMPING: 1950
 DY2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2435+STABILITY: SURFACE MOTION
 DY2435
 DY2435  HISTORY     - Date     Condition        Report By
 DY2435  HISTORY     - 1950     MONUMENTED       CA-037
 DY2435  HISTORY     - 1964     GOOD             NGS
 DY2435
 DY2435                          STATION DESCRIPTION
 DY2435
 DY2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY2435'AT LOS ANGELES.
 DY2435'AT LOS ANGELES, AT BALDWIN HILLS, 130 FEET SOUTH OF THE
 DY2435'INTERSECTION OF STOCKER STREET, LA BREA AVENUE AND OVERHILL
 DY2435'DRIVE, 2.0 FEET WEST OF THE WEST CURB OF AN ISLAND BETWEEN
 DY2435'LA BREA AND OVERHILL, 6.0 FEET NORTHWEST OF A SIGNAL LIGHT POLE,
 DY2435'IN THE TOP OF A CONCRETE POST 0.9 FOOT UNDERGROUND AND ACCESS
 DY2435'IS HAD THROUGH A 10-INCH CAST IRON COVER MARKED LA CO. RD DEPT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0595 ***********************************************************************
 JS0595  DESIGNATION -  171 M USGS
 JS0595  PID         -  JS0595
 JS0595  STATE/COUNTY-  CA/EL DORADO
 JS0595  USGS QUAD   -  SLATE MTN (1973)
 JS0595
 JS0595                         *CURRENT SURVEY CONTROL
 JS0595  ___________________________________________________________________
 JS0595* NAD 83(1986)-  38 47 59.     (N)    120 43 27.     (W)     SCALED    
 JS0595* NAVD 88     -       794.75   (+/-2cm)    2607.4    (feet)  VERTCON   
 JS0595  ___________________________________________________________________
 JS0595  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 JS0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0595
 JS0595.The horizontal coordinates were scaled from a topographic map and have
 JS0595.an estimated accuracy of +/- 6 seconds.
 JS0595
 JS0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0595.The vertical order pertains to the NGVD 29 superseded value.
 JS0595
 JS0595.The geoid height was determined by GEOID03.
 JS0595
 JS0595;                    North         East    Units  Estimated Accuracy
 JS0595;SPC CA 2     -   626,550.    2,110,820.      MT  (+/- 180 meters Scaled)
 JS0595
 JS0595                          SUPERSEDED SURVEY CONTROL
 JS0595
 JS0595  NGVD 29 (??/??/92)  793.898  (m)         2604.65   (f) ADJ UNCH    2 0
 JS0595
 JS0595.Superseded values are not recommended for survey control.
 JS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0595.See file dsdata.txt to determine how the superseded data were derived.
 JS0595
 JS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH976970(NAD 83)
 JS0595_MARKER: DB = BENCH MARK DISK
 JS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0595_STAMPING: 171 M 1933 2604
 JS0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0595+STABILITY: SURFACE MOTION
 JS0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0595+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 JS0595
 JS0595  HISTORY     - Date     Condition        Report By
 JS0595  HISTORY     - 1933     MONUMENTED       USGS
 JS0595  HISTORY     - 1948     GOOD             NGS
 JS0595  HISTORY     - 20040323 GOOD             CADT
 JS0595
 JS0595                          STATION DESCRIPTION
 JS0595
 JS0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0595'9.7 MI NE FROM PLACERVILLE.
 JS0595'0.5 MILE EAST ALONG U.S. HIHGWAY 50 FROM THE COURTHOUSE AT
 JS0595'PLACERVILLE, THENCE 9.2 MILES NORTHEAST ALONG THE MOSQUITO
 JS0595'ROAD, IN A FIELD, 29 FEET NORTHEAST OF THE NORTHEAST END OF
 JS0595'A GATE, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 JS0595'1.6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 JS0595'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 JS0595'ABOVE THE SURFACE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 JS0595'PROJECTING 9 INCHES ABOVE THE GROUND.
 JS0595
 JS0595                          STATION RECOVERY (2004)
 JS0595
 JS0595'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1151 ***********************************************************************
 HS1151  DESIGNATION -  171.568
 HS1151  PID         -  HS1151
 HS1151  STATE/COUNTY-  CA/MERCED
 HS1151  USGS QUAD   -  MERCED (1987)
 HS1151
 HS1151                         *CURRENT SURVEY CONTROL
 HS1151  ___________________________________________________________________
 HS1151* NAD 83(1986)-  37 18 23.     (N)    120 29 02.     (W)     SCALED    
 HS1151* NAVD 88     -        52.946  (meters)     173.71   (feet)  ADJUSTED  
 HS1151  ___________________________________________________________________
 HS1151  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HS1151  DYNAMIC HT  -          52.907 (meters)     173.58  (feet)  COMP
 HS1151  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HS1151
 HS1151  VERT ORDER  -  FIRST     CLASS II
 HS1151
 HS1151.The horizontal coordinates were scaled from a topographic map and have
 HS1151.an estimated accuracy of +/- 6 seconds.
 HS1151
 HS1151.The orthometric height was determined by differential leveling
 HS1151.and adjusted in June 1991.
 HS1151
 HS1151.The geoid height was determined by GEOID03.
 HS1151
 HS1151.The dynamic height is computed by dividing the NAVD 88
 HS1151.geopotential number by the normal gravity value computed on the
 HS1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1151.degrees latitude (g = 980.6199 gals.).
 HS1151
 HS1151.The modeled gravity was interpolated from observed gravity values.
 HS1151
 HS1151;                    North         East    Units  Estimated Accuracy
 HS1151;SPC CA 3     -   589,490.    2,001,430.      MT  (+/- 180 meters Scaled)
 HS1151
 HS1151                          SUPERSEDED SURVEY CONTROL
 HS1151
 HS1151  NGVD 29 (??/??/92)   52.183  (m)          171.20   (f) ADJ UNCH    1 2
 HS1151
 HS1151.Superseded values are not recommended for survey control.
 HS1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1151.See file dsdata.txt to determine how the superseded data were derived.
 HS1151
 HS1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG229318(NAD 83)
 HS1151_MARKER: DD = SURVEY DISK
 HS1151_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HS1151_SP_SET: BUILDING
 HS1151_STAMPING: 171.568 B 1901
 HS1151_MARK LOGO: USGS  
 HS1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HS1151+STABILITY: POSITION/ELEVATION WELL
 HS1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS1151+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 HS1151
 HS1151  HISTORY     - Date     Condition        Report By
 HS1151  HISTORY     - 1901     MONUMENTED       USGS
 HS1151  HISTORY     - 1958     GOOD             NGS
 HS1151  HISTORY     - 1988     GOOD             NGS
 HS1151  HISTORY     - 20050630 GOOD             CONDOR
 HS1151
 HS1151                          STATION DESCRIPTION
 HS1151
 HS1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1151'AT MERCED.
 HS1151'AT MERCED, AT THE COURTHOUSE, 0.3 MILE NORTHEAST OF BENCH MARK
 HS1151'Z 84, SET VERTICALLY IN THE SOUTHWEST WALL, 2.9 FEET NORTHWEST
 HS1151'OF THE SOUTH CORNER OF THE BUILDING, AND 2.7 FEET ABOVE THE
 HS1151'CONCRETE SIDEWALK.
 HS1151
 HS1151                          STATION RECOVERY (1988)
 HS1151
 HS1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1151'RECOVERED IN GOOD CONDITION.
 HS1151
 HS1151                          STATION RECOVERY (2005)
 HS1151
 HS1151'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2005 (DLS)
 HS1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1463 ***********************************************************************
 FT1463  DESIGNATION -  1715
 FT1463  PID         -  FT1463
 FT1463  STATE/COUNTY-  CA/INYO
 FT1463  USGS QUAD   -  TECOPA (1983)
 FT1463
 FT1463                         *CURRENT SURVEY CONTROL
 FT1463  ___________________________________________________________________
 FT1463* NAD 83(1992)-  35 51 57.03327(N)    116 13 47.97075(W)     ADJUSTED  
 FT1463* NAVD 88     -       525.08   (+/-2cm)    1722.7    (feet)  VERTCON   
 FT1463  ___________________________________________________________________
 FT1463  EPOCH DATE  -        1991.35
 FT1463  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FT1463  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FT1463  HORZ ORDER  -  SECOND
 FT1463  VERT ORDER  -  THIRD ? (See Below)
 FT1463
 FT1463.The horizontal coordinates were established by classical geodetic methods
 FT1463.and adjusted by the National Geodetic Survey in June 1996.
 FT1463.The horizontal coordinates are valid at the epoch date displayed above.
 FT1463.The epoch date for horizontal control is a decimal equivalence
 FT1463.of Year/Month/Day.
 FT1463
 FT1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 FT1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FT1463.The vertical order pertains to the NGVD 29 superseded value.
 FT1463
 FT1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT1463
 FT1463.The geoid height was determined by GEOID03.
 FT1463
 FT1463;                    North         East     Units Scale Factor Converg.
 FT1463;SPC CA 4     -   562,696.560 2,250,148.811   MT  1.00002807   +1 39 09.2
 FT1463;SPC CA 4     - 1,846,113.63  7,382,363.22   sFT  1.00002807   +1 39 09.2
 FT1463;SPC CA 5     -   763,860.271 2,159,869.875   MT  1.00011144   +1 00 32.1
 FT1463;SPC CA 5     - 2,506,098.24  7,086,173.08   sFT  1.00011144   +1 00 32.1
 FT1463;UTM  11      - 3,969,342.294   569,517.015   MT  0.99965955   +0 27 04.2
 FT1463
 FT1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT1463!SPC CA 4     -   0.99992223  x   1.00002807  =   0.99995030
 FT1463!SPC CA 5     -   0.99992223  x   1.00011144  =   1.00003366
 FT1463!UTM  11      -   0.99992223  x   0.99965955  =   0.99958181
 FT1463
 FT1463|---------------------------------------------------------------------|
 FT1463| PID    Reference Object                     Distance      Geod. Az  |
 FT1463|                                                           dddmmss.s |
 FT1463| CC5146 1715 RM 2                             4.350 METERS 00303     |
 FT1463| FT1462 T20 21N R7E SECS 3 4 33 34          APPROX. 0.9 KM 0555853.0 |
 FT1463| FT1460 CHINA CAIRN                         APPROX.15.2 KM 1363508.5 |
 FT1463| FT1477 TECOPA CAIRN                        APPROX. 5.4 KM 2294224.2 |
 FT1463| CC5145 1715 RM 1                             9.529 METERS 23752     |
 FT1463|---------------------------------------------------------------------|
 FT1463
 FT1463                          SUPERSEDED SURVEY CONTROL
 FT1463
 FT1463  NAD 83(1992)-  35 51 57.03290(N)    116 13 47.97081(W) AD(1991.35) 2
 FT1463  NAD 83(1986)-  35 51 57.03151(N)    116 13 47.96991(W) AD(1984.00) 2
 FT1463  NAD 27      -  35 51 57.16000(N)    116 13 44.88700(W) AD(       ) 2
 FT1463  NGVD 29 (07/19/86)  524.38   (m)         1720.4    (f) LEVELING    3  
 FT1463
 FT1463.Superseded values are not recommended for survey control.
 FT1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1463.See file dsdata.txt to determine how the superseded data were derived.
 FT1463
 FT1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV6951769342(NAD 83)
 FT1463
 FT1463  HISTORY     - Date     Condition        Report By
 FT1463  HISTORY     - 1926     MONUMENTED       CGS
 FT1463  HISTORY     - 1950     SEE DESCRIPTION  CGS
 FT1463  HISTORY     - 1952     SEE DESCRIPTION  CGS
 FT1463
 FT1463                          STATION DESCRIPTION
 FT1463
 FT1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WM)
 FT1463'ABOUT 8 MILES EAST OF SOUTH OF SHOSHONE AND ABOUT 1-1/4
 FT1463'MILES NORTH OF TECOPA.  (TYPE OF MARK NOT DESCRIBED.) G.L.O.
 FT1463'STATION 1 (SEE DESCRIPTION THEREOF) IS 882.7 METERS (2,896 FEET)
 FT1463'FROM STATION IN AZIMUTH 235 DEG 59 MIN 02 SEC.  G.L.O. STATION
 FT1463'1, REFERENCE MARK (SEE DESCRIPTION THEREOF) IS 810.8 METERS
 FT1463'(2,660 FEET) FROM STATION IN AZIMUTH 256 DEG 31 MIN 17 SEC.
 FT1463
 FT1463                          STATION RECOVERY (1950)
 FT1463
 FT1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RJS)
 FT1463'THE STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION WAS
 FT1463'FOUND INADEQUATE.  THERE WAS A SLIGHT DISCREPANCY IN THE
 FT1463'DIRECTION TO G.L.O. 1 1926.  THE MARK WAS LOOSE AND MAY HAVE
 FT1463'BEEN MOVED.  THE U.S. GEOLOGICAL SURVEY HAS ESTABLISHED TWO
 FT1463'NEW REFERENCE MARKS.  THE NEW DIRECTION TO G.L.O. 1 1926
 FT1463'AND ADDITIONAL INFORMATION FOLLOWS--
 FT1463'
 FT1463'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF TECOPA ON THE
 FT1463'HIGHEST POINT AND THE NORTH END OF A SMALL RANGE OF HILLS.
 FT1463'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY ALUMINUM BENCH
 FT1463'MARK DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FT1463'PROJECTING 4 INCHES.  IT IS STAMPED 1715 1913.
 FT1463'
 FT1463'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY STANDARD
 FT1463'BRONZE REFERENCE MARK DISK WEDGED IN A DRILL HOLE IN A LARGE
 FT1463'BOULDER.  THE BOULDER IS ON THE EDGE OF THE FORMATION OF
 FT1463'A 6 FOOT RIM.  THE MARK IS APPROXIMATELY 3 FEET LOWER THAN THE
 FT1463'STATION MARK AND STAMPED BM 1715 NO 1 1948.
 FT1463'
 FT1463'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY STANDARD BRONZE
 FT1463'REFERENCE MARK DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 FT1463'BEDROCK.  THE MARK IS ON THE EDGE OF A 3 FOOT RIM, APPROXIMATELY
 FT1463'3 FEET LOWER THAN THE STATION MARK AND STAMPED BM 1715 NO 2
 FT1463'1948.
 FT1463'
 FT1463'THE STATION G.L.O. 1 1926 WAS USED AS THE AZIMUTH MARK.  IT
 FT1463'IS LOCATED ON THE SALT FLATS 0.5 MILE SOUTHEAST OF THE TECOPA
 FT1463'HOT SPRINGS RESORT.  THE MARK IS A GENERAL LAND OFFICE SECTION
 FT1463'CORNER BRASS CAP ON THE TOP OF AN IRON PIPE.  IN 1950 R.J.
 FT1463'SIPE REINFORCED THIS MARK WITH A 12 INCH CONCRETE CYLINDER,
 FT1463'PROJECTING 8 INCHES.  THE MARK IS 2 FEET WEST OF A WHITE
 FT1463'WITNESS POST AND STAMPED T21N R7E SC S33 S34 S4 S3 T20N 1926.
 FT1463'
 FT1463'TO REACH THE STATION FROM THE INTERSECTION IN TECOPA, GO NORTH
 FT1463'ON A PAVED ROAD FOR 1.5 MILES TO A SMALL CAFE ON THE RIGHT
 FT1463'AND THE END OF TRUCK TRAVEL WITH A 2 WHEEL DRIVE.  HERE PACK
 FT1463'SOUTHEAST UP THE RIDGE TO THE HIGHEST POINT AND STATION.  A
 FT1463'20 MINUTE PACK OR A DRIVE WITH A 4 WHEEL DRIVE VEHICLE.
 FT1463'
 FT1463'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION IN TECOPA,
 FT1463'GO NORTH ON A PAVED ROAD FOR 2.1 MILES TO A TRACK ROAD ON
 FT1463'THE RIGHT JUST AFTER PASSING A SIGN DANGEROUS CURVES.
 FT1463'TURN RIGHT AND FOLLOW THE TRACK ROAD FOR 0.45 MILES.  HERE
 FT1463'TURN SOUTH AND FOLLOW TRACKS ACROSS A SALT FLAT FOR 0.5 MILE
 FT1463'TO THE AZIMUTH MARK.  A 4 WHEEL DRIVE VEHICLE WILL BE REQUIRED
 FT1463'TO DRIVE TO THE AZIMUTH MARK.
 FT1463'
 FT1463'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 FT1463
 FT1463                          STATION RECOVERY (1952)
 FT1463
 FT1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 FT1463'THE STATION WAS RECOVERED AS DESCRIBED AND THE ORIGINAL
 FT1463'DESCRIPTION WAS FOUND TO BE INADEQUATE.  THE USGS HAVE ESTABLISHED
 FT1463'TWO NEW REFERENCE MARKS AND GLO 1 1926 HAS BEEN REINFORCED
 FT1463'WITH A CONCRETE CYLINDER.  A COMPLETE DESCRIPTION FOLLOWS.
 FT1463'
 FT1463'THE STATION IS LOCATED ABOUT 1-1/2 MILES AIRLINE NORTH OF TECOPA
 FT1463'AND ON THE NORTHERN END AND HIGHEST POINT OF A LOW RANGE OF
 FT1463'HILLS THAT LIE BETWEEN TECOPA AND TECOPA HOT SPRINGS.
 FT1463'
 FT1463'THE STATION IS A STANDARD USGS DISK SET IN A DRILL HOLE
 FT1463'IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES.  THE DISK
 FT1463'IS STAMPED--1715 1913.
 FT1463'
 FT1463'REFERENCE MARK NUMBER ONE IS A STANDARD USGS DISK SET IN A
 FT1463'DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 6 FEET ON THE SOUTH
 FT1463'SIDE AND IS FLUSH ON THE NORTH SIDE.  IT IS ABOUT 2 FEET LOWER
 FT1463'THAN THE STATION.  THE DISK IS STAMPED--BM 1715 NO 1 1948.
 FT1463'
 FT1463'REFERENCE MARK NUMBER TWO IS A STANDARD USGS DISK SET IN A
 FT1463'DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT AND IS ABOUT 3
 FT1463'FEET LOWER THAN THE STATION.  THE DISK IS STAMPED--BM 1715
 FT1463'NO 2 1948.
 FT1463'
 FT1463'THE STATION GLO 1 1926 WAS USED FOR THE AZIMUTH MARK.  IT IS
 FT1463'IN THE SALT FLATS ABOUT 1/2 MILE SOUTHEAST OF THE TECOPA HOT
 FT1463'SPRINGS RESORT AND ON THE NORTHEAST SIDE OF A SANDY WASH.
 FT1463'IT IS 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS
 FT1463'A STANDARD GENERAL LAND OFFICE SECTION CORNER BRASS CAP ON
 FT1463'THE TOP OF AN IRON PIPE THAT HAS BEEN REINFORCED WITH A CONCRETE
 FT1463'CYLINDER THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED--T21N
 FT1463'R7E SC S33 S34 S4 S3 T20N 1916 1926.  TO REACH THE MARK FROM
 FT1463'THE POST OFFICE IN TECOPA GO NORTH ON THE PAVED ROAD FOR 2.1
 FT1463'MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.45 MILE TO
 FT1463'A DIM TRACK ROAD RIGHT.  TURN RIGHT, SOUTH, AND GO 0.5 MILE
 FT1463'TO THE EDGE OF A SANDY WASH AND THE MARK.  A 4-WHEEL DRIVE
 FT1463'VEHICLE IS REQUIRED TO DRIVE TO THE MARK.
 FT1463'
 FT1463'TO REACH THE STATION FROM THE POST OFFICE IN TECOPA GO NORTH
 FT1463'ON THE PAVED ROAD FOR 1.5 MILES TO A SMALL CAFE ON THE RIGHT
 FT1463'AND THE END OF TRUCK TRAVEL WITH A 2-WHEEL DRIVE VEHICLE.
 FT1463'FROM THE CAFE PACK SOUTHEAST TO THE HIGHEST POINT AND THE
 FT1463'STATION.  IT IS ABOUT A 20 MINUTE PACK OR MAY BE DRIVEN WITH
 FT1463'A 4-WHEEL DRIVE VEHICLE.
 FT1463'
 FT1463'OBSERVED FROM A 1.21 METER STAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0361 ***********************************************************************
 GU0361  DESIGNATION -  172
 GU0361  PID         -  GU0361
 GU0361  STATE/COUNTY-  CA/MERCED
 GU0361  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0361
 GU0361                         *CURRENT SURVEY CONTROL
 GU0361  ___________________________________________________________________
 GU0361* NAD 83(1986)-  36 59 02.     (N)    120 50 34.     (W)     SCALED    
 GU0361* NAVD 88     -        53.19   (+/-2cm)     174.5    (feet)  VERTCON   
 GU0361  ___________________________________________________________________
 GU0361  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GU0361  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0361
 GU0361.The horizontal coordinates were scaled from a topographic map and have
 GU0361.an estimated accuracy of +/- 6 seconds.
 GU0361
 GU0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0361.The vertical order pertains to the NGVD 29 superseded value.
 GU0361
 GU0361.The geoid height was determined by GEOID03.
 GU0361
 GU0361;                    North         East    Units  Estimated Accuracy
 GU0361;SPC CA 3     -   553,760.    1,969,480.      MT  (+/- 180 meters Scaled)
 GU0361
 GU0361                          SUPERSEDED SURVEY CONTROL
 GU0361
 GU0361  NGVD 29 (??/??/92)   52.350  (m)          171.75   (f) ADJ UNCH    1 2
 GU0361
 GU0361.Superseded values are not recommended for survey control.
 GU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0361.See file dsdata.txt to determine how the superseded data were derived.
 GU0361
 GU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF919952(NAD 83)
 GU0361_MARKER: DD = SURVEY DISK
 GU0361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU0361_SP_SET: BRIDGE CURB
 GU0361_STAMPING: M.P. 83.88
 GU0361_MARK LOGO: BOR   
 GU0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0361+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1988
 GU0361
 GU0361  HISTORY     - Date     Condition        Report By
 GU0361  HISTORY     - UNK      MONUMENTED       BOR
 GU0361  HISTORY     - 1968     GOOD             NGS
 GU0361  HISTORY     - 19881118 GOOD             NGS
 GU0361
 GU0361                          STATION DESCRIPTION
 GU0361
 GU0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0361'6.2 MI S FROM LOS BANOS.
 GU0361'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM
 GU0361'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 5.0 MILES
 GU0361'SOUTH ALONG MERCY SPRINGS ROAD, THENCE 0.3 MILE WEST ALONG
 GU0361'CHARLESTON AVENUE, AT THE WEST END OF A CONCRETE BRIDGE OVER
 GU0361'THE DELTA-MENDOTA CANAL, IN THE TOP OF THE WEST END OF THE
 GU0361'SOUTH CONCRETE CURB, 12 1/2 FEET SOUTH OF THE CENTER LINE OF
 GU0361'THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.
 GU0361
 GU0361                          STATION RECOVERY (1988)
 GU0361
 GU0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3892 ***********************************************************************
 HS3892  DESIGNATION -  172 A CO
 HS3892  PID         -  HS3892
 HS3892  STATE/COUNTY-  CA/ALAMEDA
 HS3892  USGS QUAD   -  MENDENHALL SPRINGS (1996)
 HS3892
 HS3892                         *CURRENT SURVEY CONTROL
 HS3892  ___________________________________________________________________
 HS3892* NAD 83(1986)-  37 35 52.     (N)    121 38 31.     (W)     SCALED    
 HS3892* NAVD 88     -       495.81   (+/-2cm)    1626.7    (feet)  VERTCON   
 HS3892  ___________________________________________________________________
 HS3892  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 HS3892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3892
 HS3892.The horizontal coordinates were scaled from a topographic map and have
 HS3892.an estimated accuracy of +/- 6 seconds.
 HS3892
 HS3892.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3892.The vertical order pertains to the NGVD 29 superseded value.
 HS3892
 HS3892.The geoid height was determined by GEOID03.
 HS3892
 HS3892;                    North         East    Units  Estimated Accuracy
 HS3892;SPC CA 3     -   622,450.    1,899,160.      MT  (+/- 180 meters Scaled)
 HS3892
 HS3892                          SUPERSEDED SURVEY CONTROL
 HS3892
 HS3892  NGVD 29 (??/??/92)  494.959  (m)         1623.88   (f) ADJ UNCH    2 0
 HS3892
 HS3892.Superseded values are not recommended for survey control.
 HS3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3892.See file dsdata.txt to determine how the superseded data were derived.
 HS3892
 HS3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG198620(NAD 83)
 HS3892_MARKER: DB = BENCH MARK DISK
 HS3892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3892_STAMPING: 172
 HS3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3892+STABILITY: SURFACE MOTION
 HS3892
 HS3892  HISTORY     - Date     Condition        Report By
 HS3892  HISTORY     - UNK      MONUMENTED       CA-001
 HS3892  HISTORY     - 1961     GOOD             NGS
 HS3892  HISTORY     - 1987     GOOD             USPSQD
 HS3892
 HS3892                          STATION DESCRIPTION
 HS3892
 HS3892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3892'10.2 MI SE FROM LIVERMORE.
 HS3892'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3892'LIVERMORE, THENCE 7.85 MILES SOUTHEAST ALONG MINES ROAD, 33 FEET
 HS3892'NORTHEAST OF THE CENTER LINE OF THE ROAD, 59 FEET NORTH-NORTHEAST
 HS3892'AND ACROSS THE ROAD FROM A TELEPHONE POLE WITH A GUY WIRE, 48.9
 HS3892'FEET NORTH OF THE CENTER OF THE NORTHEAST END OF 12-INCH PIPE
 HS3892'CULVERT 7.72, 11 1/2 FEET NORTH-NORTHWEST OF A FENCE CORNER, 4.0
 HS3892'FEET WEST OF A FENCE, 0.7 FOOT NORTH OF A WITNESS POST, ABOUT 5
 HS3892'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS3892'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HS3892
 HS3892                          STATION RECOVERY (1987)
 HS3892
 HS3892'RECOVERY NOTE BY US POWER SQUADRON 1987 (KV)
 HS3892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2423 ***********************************************************************
 DY2423  DESIGNATION -  172 C OF LB
 DY2423  PID         -  DY2423
 DY2423  STATE/COUNTY-  CA/LOS ANGELES
 DY2423  USGS QUAD   -  LONG BEACH (1981)
 DY2423
 DY2423                         *CURRENT SURVEY CONTROL
 DY2423  ___________________________________________________________________
 DY2423* NAD 83(1986)-  33 45 51.     (N)    118 08 30.     (W)     SCALED    
 DY2423* NAVD 88     -        15.28   (+/-2cm)      50.1    (feet)  VERTCON   
 DY2423  ___________________________________________________________________
 DY2423  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY2423  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY2423
 DY2423.The horizontal coordinates were scaled from a topographic map and have
 DY2423.an estimated accuracy of +/- 6 seconds.
 DY2423
 DY2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2423.The vertical order pertains to the NGVD 29 superseded value.
 DY2423
 DY2423.The geoid height was determined by GEOID03.
 DY2423
 DY2423;                    North         East    Units  Estimated Accuracy
 DY2423;SPC CA 5     -   529,310.    1,986,880.      MT  (+/- 180 meters Scaled)
 DY2423
 DY2423                          SUPERSEDED SURVEY CONTROL
 DY2423
 DY2423  NGVD 29 (??/??/92)   14.501  (m)           47.58   (f) ADJ UNCH    1 2
 DY2423
 DY2423.Superseded values are not recommended for survey control.
 DY2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2423.See file dsdata.txt to determine how the superseded data were derived.
 DY2423
 DY2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT942365(NAD 83)
 DY2423_MARKER: DD = SURVEY DISK
 DY2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY2423_STAMPING: LBBM NO 172
 DY2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2423+STABILITY: SURFACE MOTION
 DY2423
 DY2423  HISTORY     - Date     Condition        Report By
 DY2423  HISTORY     - UNK      MONUMENTED       CA1970
 DY2423  HISTORY     - 1954     GOOD             NGS
 DY2423  HISTORY     - 1964     GOOD             NGS
 DY2423
 DY2423                          STATION DESCRIPTION
 DY2423
 DY2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY2423'AT LONG BEACH.
 DY2423'AT LONG BEACH, 1.1 MILES SOUTH ALONG XIMENO AVENUE FROM THE
 DY2423'INTERSECTION OF ANAHEIM STREET, AT THE SOUTHWEST CORNER OF THE
 DY2423'INTERSECTION OF BROADWAY, IN THE LAWN BETWEEN THE SIDEWALK AND
 DY2423'THE WEST CURB OF THE AVENUE, 9.8 FEET SOUTH OF THE SOUTH CURB
 DY2423'OF BROADWAY, 3.7 FEET WEST OF THE WEST CURB OF THE AVENUE, 0.4
 DY2423'FOOT EAST OF THE EAST EDGE OF THE SIDEWALK, 0.8 FOOT UNDERGROUND,
 DY2423'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY2423'THROUGH A 5-INCH PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY2423
 DY2423                          STATION RECOVERY (1964)
 DY2423
 DY2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0598 ***********************************************************************
 JS0598  DESIGNATION -  172 M USGS
 JS0598  PID         -  JS0598
 JS0598  STATE/COUNTY-  CA/EL DORADO
 JS0598  USGS QUAD   -  SLATE MTN (1973)
 JS0598
 JS0598                         *CURRENT SURVEY CONTROL
 JS0598  ___________________________________________________________________
 JS0598* NAD 83(1986)-  38 48 45.     (N)    120 42 06.     (W)     SCALED    
 JS0598* NAVD 88     -       964.39   (+/-2cm)    3164.0    (feet)  VERTCON   
 JS0598  ___________________________________________________________________
 JS0598  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 JS0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0598
 JS0598.The horizontal coordinates were scaled from a topographic map and have
 JS0598.an estimated accuracy of +/- 6 seconds.
 JS0598
 JS0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0598.The vertical order pertains to the NGVD 29 superseded value.
 JS0598
 JS0598.The geoid height was determined by GEOID03.
 JS0598
 JS0598;                    North         East    Units  Estimated Accuracy
 JS0598;SPC CA 2     -   628,000.    2,112,750.      MT  (+/- 180 meters Scaled)
 JS0598
 JS0598                          SUPERSEDED SURVEY CONTROL
 JS0598
 JS0598  NGVD 29 (??/??/92)  963.522  (m)         3161.16   (f) ADJ UNCH    2 0
 JS0598
 JS0598.Superseded values are not recommended for survey control.
 JS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0598.See file dsdata.txt to determine how the superseded data were derived.
 JS0598
 JS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH995984(NAD 83)
 JS0598_MARKER: DB = BENCH MARK DISK
 JS0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0598_STAMPING: 172 M 1933 3161
 JS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0598+STABILITY: SURFACE MOTION
 JS0598
 JS0598  HISTORY     - Date     Condition        Report By
 JS0598  HISTORY     - 1933     MONUMENTED       USGS
 JS0598  HISTORY     - 1948     GOOD             NGS
 JS0598  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0598
 JS0598                          STATION DESCRIPTION
 JS0598
 JS0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0598'11.8 MI NE FROM PLACERVILLE.
 JS0598'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0598'PLACERVILLE, THENCE 11.3 MILES NORTHEAST ALONG THE MOSQUITO
 JS0598'ROAD, 75 FEET SOUTH OF THE CENTER OF A Y-INTERSECTION, 32 FEET
 JS0598'EAST OF THE CENTER LINE OF THE MAIN ROAD, 24 FEET WEST OF THE
 JS0598'CENTER LINE OF THE ROAD LEADING SOUTHEAST TO THE PROPERTY
 JS0598'OF ED. NORTON, 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JS0598'AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD, SET IN THE TOP
 JS0598'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND.
 JS0598
 JS0598                          STATION RECOVERY (2004)
 JS0598
 JS0598'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0418 ***********************************************************************
 KT0418  DESIGNATION -  172 USGS
 KT0418  PID         -  KT0418
 KT0418  STATE/COUNTY-  CA/COLUSA
 KT0418  USGS QUAD   -  MANOR SLOUGH (1973)
 KT0418
 KT0418                         *CURRENT SURVEY CONTROL
 KT0418  ___________________________________________________________________
 KT0418* NAD 83(1986)-  39 08 17.     (N)    122 16 15.     (W)     SCALED    
 KT0418* NAVD 88     -        53.31   (+/-2cm)     174.9    (feet)  VERTCON   
 KT0418  ___________________________________________________________________
 KT0418  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 KT0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0418
 KT0418.The horizontal coordinates were scaled from a topographic map and have
 KT0418.an estimated accuracy of +/- 6 seconds.
 KT0418
 KT0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0418.The vertical order pertains to the NGVD 29 superseded value.
 KT0418
 KT0418.The geoid height was determined by GEOID03.
 KT0418
 KT0418;                    North         East    Units  Estimated Accuracy
 KT0418;SPC CA 2     -   663,370.    1,976,590.      MT  (+/- 180 meters Scaled)
 KT0418
 KT0418                          SUPERSEDED SURVEY CONTROL
 KT0418
 KT0418  NGVD 29 (??/??/92)   52.535  (m)          172.36   (f) ADJ UNCH    1 2
 KT0418
 KT0418.Superseded values are not recommended for survey control.
 KT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0418.See file dsdata.txt to determine how the superseded data were derived.
 KT0418
 KT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ630323(NAD 83)
 KT0418_MARKER: Q = CHISELED SQUARE
 KT0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0418_SP_SET: CULVERT
 KT0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0418
 KT0418  HISTORY     - Date     Condition        Report By
 KT0418  HISTORY     - UNK      MONUMENTED       USGS
 KT0418  HISTORY     - 1967     GOOD             NGS
 KT0418
 KT0418                          STATION DESCRIPTION
 KT0418
 KT0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0418'6.9 MI W FROM WILLIAMS.
 KT0418'6.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0418'WILLIAMS, AT THE JUNCTION OF FENCES, IN THE TOP OF THE CENTER
 KT0418'OF THE SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT,
 KT0418'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0535 ***********************************************************************
 GT0535  DESIGNATION -  172.27 L
 GT0535  PID         -  GT0535
 GT0535  STATE/COUNTY-  CA/KINGS
 GT0535  USGS QUAD   -  KETTLEMAN CITY (1981)
 GT0535
 GT0535                         *CURRENT SURVEY CONTROL
 GT0535  ___________________________________________________________________
 GT0535* NAD 83(1986)-  36 00 48.     (N)    119 58 39.     (W)     SCALED    
 GT0535* NAVD 88     -        97.57   (+/-2cm)     320.1    (feet)  VERTCON   
 GT0535  ___________________________________________________________________
 GT0535  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GT0535  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0535
 GT0535.The horizontal coordinates were scaled from a topographic map and have
 GT0535.an estimated accuracy of +/- 6 seconds.
 GT0535
 GT0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0535.The vertical order pertains to the NGVD 29 superseded value.
 GT0535
 GT0535.The geoid height was determined by GEOID03.
 GT0535
 GT0535;                    North         East    Units  Estimated Accuracy
 GT0535;SPC CA 4     -   575,900.    1,911,880.      MT  (+/- 180 meters Scaled)
 GT0535
 GT0535                          SUPERSEDED SURVEY CONTROL
 GT0535
 GT0535  NGVD 29 (??/??/92)   96.621  (m)          317.00   (f) ADJ UNCH    1 1
 GT0535
 GT0535.Superseded values are not recommended for survey control.
 GT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0535.See file dsdata.txt to determine how the superseded data were derived.
 GT0535
 GT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV316895(NAD 83)
 GT0535_MARKER: DD = SURVEY DISK
 GT0535_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GT0535_SP_SET: FOUNDATION
 GT0535_STAMPING: 172.27 L
 GT0535_MARK LOGO: BOR   
 GT0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0535+STABILITY: SURFACE MOTION
 GT0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GT0535+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GT0535
 GT0535  HISTORY     - Date     Condition        Report By
 GT0535  HISTORY     - UNK      MONUMENTED       BOR
 GT0535  HISTORY     - 1969     GOOD             NGS
 GT0535  HISTORY     - 1975     GOOD             NGS
 GT0535  HISTORY     - 19890214 GOOD             NGS
 GT0535
 GT0535                          STATION DESCRIPTION
 GT0535
 GT0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GT0535'0.3 MI NW FROM KETTLEMAN CITY.
 GT0535'0.3 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM
 GT0535'AVENUE BRIDGE AT KETTLEMAN CITY, IN R18E T22S, SECTION 13, IN
 GT0535'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 GT0535'U.S. BUREAU OF RECLAMATION CORRUGATED METAL BUILDING, 60 FEET
 GT0535'SOUTH OF A STEEL SWING BRIDGE, 26 FEET WEST OF THE CENTER LINE
 GT0535'OF THE LEVEE ROAD, 25.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GT0535'OF A PUMICE BLOCK BUILDING.
 GT0535
 GT0535                          STATION RECOVERY (1975)
 GT0535
 GT0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GT0535'RECOVERED IN GOOD CONDITION.
 GT0535
 GT0535                          STATION RECOVERY (1989)
 GT0535
 GT0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GT0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0534 ***********************************************************************
 GT0534  DESIGNATION -  172.39 L
 GT0534  PID         -  GT0534
 GT0534  STATE/COUNTY-  CA/KINGS
 GT0534  USGS QUAD   -  KETTLEMAN CITY (1981)
 GT0534
 GT0534                         *CURRENT SURVEY CONTROL
 GT0534  ___________________________________________________________________
 GT0534* NAD 83(1986)-  36 00 40.     (N)    119 58 32.     (W)     SCALED    
 GT0534* NAVD 88     -        97.54   (+/-2cm)     320.0    (feet)  VERTCON   
 GT0534  ___________________________________________________________________
 GT0534  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GT0534  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0534
 GT0534.The horizontal coordinates were scaled from a topographic map and have
 GT0534.an estimated accuracy of +/- 6 seconds.
 GT0534
 GT0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0534.The vertical order pertains to the NGVD 29 superseded value.
 GT0534
 GT0534.The geoid height was determined by GEOID03.
 GT0534
 GT0534;                    North         East    Units  Estimated Accuracy
 GT0534;SPC CA 4     -   575,650.    1,912,050.      MT  (+/- 180 meters Scaled)
 GT0534
 GT0534                          SUPERSEDED SURVEY CONTROL
 GT0534
 GT0534  NGVD 29 (??/??/92)   96.599  (m)          316.93   (f) ADJ UNCH    1 1
 GT0534
 GT0534.Superseded values are not recommended for survey control.
 GT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0534.See file dsdata.txt to determine how the superseded data were derived.
 GT0534
 GT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV318892(NAD 83)
 GT0534_MARKER: DD = SURVEY DISK
 GT0534_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GT0534_SP_SET: FOUNDATION
 GT0534_STAMPING: 172.39 L
 GT0534_MARK LOGO: BOR   
 GT0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0534+STABILITY: SURFACE MOTION
 GT0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GT0534+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1989
 GT0534
 GT0534  HISTORY     - Date     Condition        Report By
 GT0534  HISTORY     - UNK      MONUMENTED       BOR
 GT0534  HISTORY     - 1969     GOOD             NGS
 GT0534  HISTORY     - 1975     GOOD             NGS
 GT0534  HISTORY     - 19890214 GOOD             NGS
 GT0534
 GT0534                          STATION DESCRIPTION
 GT0534
 GT0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GT0534'0.2 MI NW FROM KETTLEMAN CITY.
 GT0534'0.15 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GT0534'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, R18E T22S, SECTION 13,
 GT0534'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 GT0534'A CORRUGATED METAL BUILDING, 80 FEET NORTH OF THE NORTHEAST
 GT0534'CORNER OF A PUMICE BLOCK BUILDING, 19 FEET WEST OF THE CENTER
 GT0534'LINE OF THE LEVEE ROAD.
 GT0534
 GT0534                          STATION RECOVERY (1975)
 GT0534
 GT0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GT0534'RECOVERED IN GOOD CONDITION.
 GT0534
 GT0534                          STATION RECOVERY (1989)
 GT0534
 GT0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GT0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0533 ***********************************************************************
 GT0533  DESIGNATION -  172.40 L
 GT0533  PID         -  GT0533
 GT0533  STATE/COUNTY-  CA/KINGS
 GT0533  USGS QUAD   -  KETTLEMAN CITY (1981)
 GT0533
 GT0533                         *CURRENT SURVEY CONTROL
 GT0533  ___________________________________________________________________
 GT0533* NAD 83(1986)-  36 00 40.     (N)    119 58 32.     (W)     SCALED    
 GT0533* NAVD 88     -        99.18   (+/-2cm)     325.4    (feet)  VERTCON   
 GT0533  ___________________________________________________________________
 GT0533  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GT0533  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0533
 GT0533.The horizontal coordinates were scaled from a topographic map and have
 GT0533.an estimated accuracy of +/- 6 seconds.
 GT0533
 GT0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0533.The vertical order pertains to the NGVD 29 superseded value.
 GT0533
 GT0533.The geoid height was determined by GEOID03.
 GT0533
 GT0533;                    North         East    Units  Estimated Accuracy
 GT0533;SPC CA 4     -   575,650.    1,912,050.      MT  (+/- 180 meters Scaled)
 GT0533
 GT0533                          SUPERSEDED SURVEY CONTROL
 GT0533
 GT0533  NGVD 29 (??/??/92)   98.238  (m)          322.30   (f) ADJ UNCH    1 1
 GT0533
 GT0533.Superseded values are not recommended for survey control.
 GT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0533.See file dsdata.txt to determine how the superseded data were derived.
 GT0533
 GT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV318892(NAD 83)
 GT0533_MARKER: DD = SURVEY DISK
 GT0533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GT0533_SP_SET: ABUTMENT
 GT0533_STAMPING: 172.40 L
 GT0533_MARK LOGO: BOR   
 GT0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0533+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GT0533
 GT0533  HISTORY     - Date     Condition        Report By
 GT0533  HISTORY     - UNK      MONUMENTED       BOR
 GT0533  HISTORY     - 1967     GOOD             NGS
 GT0533  HISTORY     - 1975     GOOD             NGS
 GT0533  HISTORY     - 19890117 GOOD             NGS
 GT0533
 GT0533                          STATION DESCRIPTION
 GT0533
 GT0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GT0533'0.2 MI NW FROM KETTLEMAN CITY.
 GT0533'0.15 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GT0533'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 3.3 FEET
 GT0533'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 GT0533'OF CHECK STRUCTURE NO. 8, 60 FEET SOUTHWEST OF THE CENTER LINE
 GT0533'OF THE NORTHEAST LEVEE ROAD, 9 FEET NORTHWEST OF THE CENTER OF
 GT0533'THE WINCH DECK, 3.3 FEET NORTHWEST OF THE CORNER GUARDRAIL
 GT0533'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 GT0533
 GT0533                          STATION RECOVERY (1975)
 GT0533
 GT0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GT0533'RECOVERED IN GOOD CONDITION.
 GT0533
 GT0533                          STATION RECOVERY (1989)
 GT0533
 GT0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GT0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0532 ***********************************************************************
 GT0532  DESIGNATION -  172.40 R
 GT0532  PID         -  GT0532
 GT0532  STATE/COUNTY-  CA/KINGS
 GT0532  USGS QUAD   -  KETTLEMAN CITY (1981)
 GT0532
 GT0532                         *CURRENT SURVEY CONTROL
 GT0532  ___________________________________________________________________
 GT0532* NAD 83(1986)-  36 00 40.     (N)    119 58 32.     (W)     SCALED    
 GT0532* NAVD 88     -        99.204  (meters)     325.47   (feet)  ADJUSTED  
 GT0532  ___________________________________________________________________
 GT0532  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 GT0532  DYNAMIC HT  -          99.114 (meters)     325.18  (feet)  COMP
 GT0532  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 GT0532
 GT0532  VERT ORDER  -  FIRST     CLASS I
 GT0532
 GT0532.The horizontal coordinates were scaled from a topographic map and have
 GT0532.an estimated accuracy of +/- 6 seconds.
 GT0532
 GT0532.The orthometric height was determined by differential leveling
 GT0532.and adjusted in June 1991.
 GT0532
 GT0532.The geoid height was determined by GEOID03.
 GT0532
 GT0532.The dynamic height is computed by dividing the NAVD 88
 GT0532.geopotential number by the normal gravity value computed on the
 GT0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0532.degrees latitude (g = 980.6199 gals.).
 GT0532
 GT0532.The modeled gravity was interpolated from observed gravity values.
 GT0532
 GT0532;                    North         East    Units  Estimated Accuracy
 GT0532;SPC CA 4     -   575,650.    1,912,050.      MT  (+/- 180 meters Scaled)
 GT0532
 GT0532                          SUPERSEDED SURVEY CONTROL
 GT0532
 GT0532  NGVD 29 (??/??/92)   98.246  (m)          322.33   (f) ADJ UNCH    1 1
 GT0532
 GT0532.Superseded values are not recommended for survey control.
 GT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0532.See file dsdata.txt to determine how the superseded data were derived.
 GT0532
 GT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV318892(NAD 83)
 GT0532_MARKER: DD = SURVEY DISK
 GT0532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GT0532_SP_SET: BRIDGE ABUTMENT
 GT0532_STAMPING: 172.40 R
 GT0532_MARK LOGO: BOR   
 GT0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0532+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 GT0532
 GT0532  HISTORY     - Date     Condition        Report By
 GT0532  HISTORY     - UNK      MONUMENTED       BOR
 GT0532  HISTORY     - 1967     GOOD             NGS
 GT0532  HISTORY     - 1975     GOOD             NGS
 GT0532  HISTORY     - 19890117 GOOD             NGS
 GT0532
 GT0532                          STATION DESCRIPTION
 GT0532
 GT0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GT0532'0.2 MI NW FROM KETTLEMAN CITY.
 GT0532'0.15 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GT0532'MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP OF THE
 GT0532'SOUTHWEST CONCRETE ABUTMENT OF CHECK STRUCTURE NO. 8, 6.4 FEET
 GT0532'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, 61 FEET NORTHEAST
 GT0532'OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 6.0 FEET
 GT0532'NORTHWEST OF THE CENTER OF THE WINCH DECK, 0.6 FOOT WEST OF THE
 GT0532'CORNER GUARDRAIL POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 GT0532
 GT0532                          STATION RECOVERY (1975)
 GT0532
 GT0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GT0532'RECOVERED IN GOOD CONDITION.
 GT0532
 GT0532                          STATION RECOVERY (1989)
 GT0532
 GT0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GT0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0566 ***********************************************************************
 DC0566  DESIGNATION -  1725.7 USGS
 DC0566  PID         -  DC0566
 DC0566  STATE/COUNTY-  CA/SAN DIEGO
 DC0566  USGS QUAD   -  TULE SPRINGS (1988)
 DC0566
 DC0566                         *CURRENT SURVEY CONTROL
 DC0566  ___________________________________________________________________
 DC0566* NAD 83(1986)-  32 56 50.     (N)    116 44 17.     (W)     SCALED    
 DC0566* NAVD 88     -       526.76   (+/-2cm)    1728.2    (feet)  VERTCON   
 DC0566  ___________________________________________________________________
 DC0566  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DC0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0566
 DC0566.The horizontal coordinates were scaled from a topographic map and have
 DC0566.an estimated accuracy of +/- 6 seconds.
 DC0566
 DC0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0566.The vertical order pertains to the NGVD 29 superseded value.
 DC0566
 DC0566.The geoid height was determined by GEOID03.
 DC0566
 DC0566;                    North         East    Units  Estimated Accuracy
 DC0566;SPC CA 6     -   586,670.    1,954,360.      MT  (+/- 180 meters Scaled)
 DC0566
 DC0566                          SUPERSEDED SURVEY CONTROL
 DC0566
 DC0566  NGVD 29 (??/??/??)  526.101  (m)         1726.05   (f) ADJUSTED    2 0
 DC0566
 DC0566.Superseded values are not recommended for survey control.
 DC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0566.See file dsdata.txt to determine how the superseded data were derived.
 DC0566
 DC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS244454(NAD 83)
 DC0566_MARKER: Q = CHISELED SQUARE
 DC0566_SETTING: 80 = SET IN A BOULDER
 DC0566_SP_SET: BOULDER
 DC0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0566+STABILITY: SURFACE MOTION
 DC0566
 DC0566  HISTORY     - Date     Condition        Report By
 DC0566  HISTORY     - UNK      MONUMENTED       USGS
 DC0566  HISTORY     - 1944     GOOD             NGS
 DC0566
 DC0566                          STATION DESCRIPTION
 DC0566
 DC0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0566'3.8 MI SE FROM SAN DIEGO DIVERSION DAM.
 DC0566'3.8 MILES SOUTHEAST OF THE SAN DIEGO DIVERSION DAM, ALONG THE
 DC0566'CONEJOS ROAD, SET AT THE SOUTHWEST END OF A HORSE SHOE CURVE
 DC0566'FROM THE WEST TO THE NORTH, 25 FEET SOUTH-SOUTHWEST OF BENCH
 DC0566'MARK V-735, 14 FEET SOUTHWEST OF CENTER-LINE OF A SMALL STREAM,
 DC0566'11 FEET SOUTH OF CENTER-LINE OF THE ROAD.  A CHISELED SQUARE
 DC0566'CUT ON TOP OF BOULDER AND ABOUT 1 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1204 ***********************************************************************
 KS1204  DESIGNATION -  173 B
 KS1204  PID         -  KS1204
 KS1204  STATE/COUNTY-  CA/BUTTE
 KS1204  USGS QUAD   -  OROVILLE (1970)
 KS1204
 KS1204                         *CURRENT SURVEY CONTROL
 KS1204  ___________________________________________________________________
 KS1204* NAD 83(1986)-  39 30 44.     (N)    121 33 23.     (W)     SCALED    
 KS1204* NAVD 88     -        53.679  (meters)     176.11   (feet)  ADJUSTED  
 KS1204  ___________________________________________________________________
 KS1204  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 KS1204  DYNAMIC HT  -          53.649 (meters)     176.01  (feet)  COMP
 KS1204  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 KS1204
 KS1204  VERT ORDER  -  FIRST     CLASS II
 KS1204
 KS1204.The horizontal coordinates were scaled from a topographic map and have
 KS1204.an estimated accuracy of +/- 6 seconds.
 KS1204
 KS1204.The orthometric height was determined by differential leveling
 KS1204.and adjusted in June 1991.
 KS1204
 KS1204.The geoid height was determined by GEOID03.
 KS1204
 KS1204.The dynamic height is computed by dividing the NAVD 88
 KS1204.geopotential number by the normal gravity value computed on the
 KS1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1204.degrees latitude (g = 980.6199 gals.).
 KS1204
 KS1204.The modeled gravity was interpolated from observed gravity values.
 KS1204
 KS1204;                    North         East    Units  Estimated Accuracy
 KS1204;SPC CA 2     -   704,960.    2,038,150.      MT  (+/- 180 meters Scaled)
 KS1204
 KS1204                          SUPERSEDED SURVEY CONTROL
 KS1204
 KS1204  NGVD 29 (??/??/??)   52.983  (m)          173.83   (f) ADJUSTED    1 2
 KS1204
 KS1204.Superseded values are not recommended for survey control.
 KS1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1204.See file dsdata.txt to determine how the superseded data were derived.
 KS1204
 KS1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ241746(NAD 83)
 KS1204_MARKER: DD = SURVEY DISK
 KS1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1204_SP_SET: BUILDING
 KS1204_STAMPING: 173 BB 1 1909
 KS1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1204
 KS1204  HISTORY     - Date     Condition        Report By
 KS1204  HISTORY     - 1909     MONUMENTED       USGS
 KS1204  HISTORY     - 1967     GOOD             NGS
 KS1204  HISTORY     - 19880727 MARK NOT FOUND   NGS
 KS1204
 KS1204                          STATION DESCRIPTION
 KS1204
 KS1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KS1204'AT OROVILLE.
 KS1204'AT OROVILLE, AT THE WEST CORNER OF THE INTERSECTION OF HUNTOON
 KS1204'AND ROBINSON STREETS, 0.1 MILE NORTHEAST OF THE POST OFFICE, AT
 KS1204'THE COUNTY COURTHOUSE, SET VERTICALLY IN THE NORTHEAST WALL AND
 KS1204'AT THE NORTH CORNER OF THE JAIL, 1.0 FOOT SOUTHEAST OF THE
 KS1204'NORTH CORNER OF THE JAIL, AND ABOUT 4 FEET ABOVE THE GROUND.
 KS1204
 KS1204                          STATION RECOVERY (1988)
 KS1204
 KS1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1048 ***********************************************************************
 GU1048  DESIGNATION -  173 B USGS
 GU1048  PID         -  GU1048
 GU1048  STATE/COUNTY-  CA/FRESNO
 GU1048  USGS QUAD   -  JAMESAN (1978)
 GU1048
 GU1048                         *CURRENT SURVEY CONTROL
 GU1048  ___________________________________________________________________
 GU1048* NAD 83(1986)-  36 41 00.     (N)    120 13 40.     (W)     SCALED    
 GU1048* NAVD 88     -        52.47   (+/-2cm)     172.1    (feet)  VERTCON   
 GU1048  ___________________________________________________________________
 GU1048  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 GU1048  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1048
 GU1048.The horizontal coordinates were scaled from a topographic map and have
 GU1048.an estimated accuracy of +/- 6 seconds.
 GU1048
 GU1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1048.The vertical order pertains to the NGVD 29 superseded value.
 GU1048
 GU1048.The geoid height was determined by GEOID03.
 GU1048
 GU1048;                    North         East    Units  Estimated Accuracy
 GU1048;SPC CA 4     -   650,500.    1,890,270.      MT  (+/- 180 meters Scaled)
 GU1048
 GU1048                          SUPERSEDED SURVEY CONTROL
 GU1048
 GU1048  NGVD 29 (??/??/92)   51.707  (m)          169.64   (f) ADJ UNCH    1 2
 GU1048
 GU1048.Superseded values are not recommended for survey control.
 GU1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1048.See file dsdata.txt to determine how the superseded data were derived.
 GU1048
 GU1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF477633(NAD 83)
 GU1048_MARKER: P = PIPE CAP
 GU1048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1048_STAMPING: B 173 B 1919 76
 GU1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1048
 GU1048  HISTORY     - Date     Condition        Report By
 GU1048  HISTORY     - 1919     MONUMENTED       USGS
 GU1048  HISTORY     - 1957     GOOD             NGS
 GU1048  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU1048
 GU1048                          STATION DESCRIPTION
 GU1048
 GU1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU1048'2.5 MI NE FROM TRANQUILLITY.
 GU1048'2.5 MILES NORTHEAST ALONG JAMES AVENUE FROM THE CROSSING OF
 GU1048'THE SOUTHERN PACIFIC COMPANY RAILROAD AT TRANQUILLITY, IN R16E
 GU1048'T14S S28, AT THE SOUTHWEST END OF A CONCRETE BRIDGE OVER FRESNO
 GU1048'SLOUGH BYPASS, 41 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 GU1048'AVENUE, 37 1/2 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY
 GU1048'WIRE, 34 FEET WEST OF THE SOUTHWEST END OF THE NORTHWEST METAL
 GU1048'GUARDRAIL OF BRIDGE, 15 1/2 FEET NORTHEAST OF THE NORTHEAST
 GU1048'END OF A GATE, 1.1 FEET SOUTHEAST OF A FENCE, 0.7 FOOT NORTHWEST
 GU1048'OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND RIVETED ON
 GU1048'THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE
 GU1048'THE GROUND.
 GU1048
 GU1048                          STATION RECOVERY (1963)
 GU1048
 GU1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1296 ***********************************************************************
 FU1296  DESIGNATION -  173 DWR
 FU1296  PID         -  FU1296
 FU1296  STATE/COUNTY-  CA/KERN
 FU1296  USGS QUAD   -  WEST ELK HILLS (1973)
 FU1296
 FU1296                         *CURRENT SURVEY CONTROL
 FU1296  ___________________________________________________________________
 FU1296* NAD 83(1986)-  35 21 40.     (N)    119 31 24.     (W)     SCALED    
 FU1296* NAVD 88     -       107.88   (+/-2cm)     353.9    (feet)  VERTCON   
 FU1296  ___________________________________________________________________
 FU1296  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 FU1296  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1296
 FU1296.The horizontal coordinates were scaled from a topographic map and have
 FU1296.an estimated accuracy of +/- 6 seconds.
 FU1296
 FU1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1296.The vertical order pertains to the NGVD 29 superseded value.
 FU1296
 FU1296.The geoid height was determined by GEOID03.
 FU1296
 FU1296;                    North         East    Units  Estimated Accuracy
 FU1296;SPC CA 5     -   707,500.    1,861,560.      MT  (+/- 180 meters Scaled)
 FU1296
 FU1296                          SUPERSEDED SURVEY CONTROL
 FU1296
 FU1296  NGVD 29 (??/??/92)  107.05   (m)          351.2    (f) COMPUTED    1 1
 FU1296
 FU1296.Superseded values are not recommended for survey control.
 FU1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1296.See file dsdata.txt to determine how the superseded data were derived.
 FU1296
 FU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV707160(NAD 83)
 FU1296_MARKER: DD = SURVEY DISK
 FU1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1296_STAMPING: BM 173 1959
 FU1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1296+STABILITY: SURFACE MOTION
 FU1296
 FU1296  HISTORY     - Date     Condition        Report By
 FU1296  HISTORY     - 1959     MONUMENTED       CADWR
 FU1296  HISTORY     - 1964     GOOD             NGS
 FU1296
 FU1296                          STATION DESCRIPTION
 FU1296
 FU1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1296'9 MI SW FROM BUTTONWILLOW.
 FU1296'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN
 FU1296'PACIFIC COMPANY RAILROAD STATION AT BUTTONWILLOW, THENCE 1.0
 FU1296'MILE ALONG AN ASPHALT ROAD AND A TELEPHONE LINE, THENCE 1.55
 FU1296'MILES EAST ALONG A TRACK ROAD AND TELEPHONE LINE, THENCE 0.5
 FU1296'MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.3 MILE WEST ACROSS
 FU1296'COUNTRY, AT THE EAST EDGE OF A CLEARING FOR AN ABANDONED WELL,
 FU1296'ABOUT 8 FEET NORTH OF THE EXTENDED CENTER LINE OF AN EAST-WEST
 FU1296'DIRT ROAD, 182 FEET EAST OF A 4-INCH IRON PIPE WHICH PROJECTS
 FU1296'ABOUT 4 FEET ABOVE THE GROUND AND MARKED TOC 64X-32 32 29 23,
 FU1296'2.1 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 FU1296'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0600 ***********************************************************************
 JS0600  DESIGNATION -  173 M USGS
 JS0600  PID         -  JS0600
 JS0600  STATE/COUNTY-  CA/EL DORADO
 JS0600  USGS QUAD   -  SLATE MTN (1973)
 JS0600
 JS0600                         *CURRENT SURVEY CONTROL
 JS0600  ___________________________________________________________________
 JS0600* NAD 83(1986)-  38 49 19.     (N)    120 40 46.     (W)     SCALED    
 JS0600* NAVD 88     -      1132.91   (+/-2cm)    3716.9    (feet)  VERTCON   
 JS0600  ___________________________________________________________________
 JS0600  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 JS0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0600
 JS0600.The horizontal coordinates were scaled from a topographic map and have
 JS0600.an estimated accuracy of +/- 6 seconds.
 JS0600
 JS0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0600.The vertical order pertains to the NGVD 29 superseded value.
 JS0600
 JS0600.The geoid height was determined by GEOID03.
 JS0600
 JS0600;                    North         East    Units  Estimated Accuracy
 JS0600;SPC CA 2     -   629,080.    2,114,670.      MT  (+/- 180 meters Scaled)
 JS0600
 JS0600                          SUPERSEDED SURVEY CONTROL
 JS0600
 JS0600  NGVD 29 (??/??/92) 1132.034  (m)         3714.01   (f) ADJ UNCH    2 0
 JS0600
 JS0600.Superseded values are not recommended for survey control.
 JS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0600.See file dsdata.txt to determine how the superseded data were derived.
 JS0600
 JS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH014995(NAD 83)
 JS0600_MARKER: DB = BENCH MARK DISK
 JS0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0600_STAMPING: 173 M 1933 3714
 JS0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0600+STABILITY: SURFACE MOTION
 JS0600
 JS0600  HISTORY     - Date     Condition        Report By
 JS0600  HISTORY     - 1933     MONUMENTED       USGS
 JS0600  HISTORY     - 1948     GOOD             NGS
 JS0600  HISTORY     - 1950     GOOD             USGS
 JS0600  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0600
 JS0600                          STATION DESCRIPTION
 JS0600
 JS0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0600'13.5 MI NE FROM PLACERVILLE.
 JS0600'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0600'PLACERVILLE, THENCE 13 MILES NORTHEAST ALONG THE MOSQUITO ROAD,
 JS0600'ON SLATE MOUNTAIN, 51.8 FEET SOUTHEAST OF SIGN, SLATE MT. LOOKOUT
 JS0600'STA. 1/2 MI., ELDORADO NATIONAL FOREST, 34 FEET SOUTHEAST OF THE
 JS0600'CENTER LINE OF THE SLATE MT. ROAD, 2.5 FEET EAST OF A WHITE
 JS0600'WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE
 JS0600'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JS0600'THE GROUND.
 JS0600
 JS0600                          STATION RECOVERY (1950)
 JS0600
 JS0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 JS0600'RECOVERED IN GOOD CONDITION.
 JS0600
 JS0600                          STATION RECOVERY (2004)
 JS0600
 JS0600'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0466 ***********************************************************************
 KT0466  DESIGNATION -  173 USGS
 KT0466  PID         -  KT0466
 KT0466  STATE/COUNTY-  CA/GLENN
 KT0466  USGS QUAD   -  LOGAN RIDGE (1973)
 KT0466
 KT0466                         *CURRENT SURVEY CONTROL
 KT0466  ___________________________________________________________________
 KT0466* NAD 83(1986)-  39 27 57.     (N)    122 17 13.     (W)     SCALED    
 KT0466* NAVD 88     -        53.65   (+/-2cm)     176.0    (feet)  VERTCON   
 KT0466  ___________________________________________________________________
 KT0466  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 KT0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0466
 KT0466.The horizontal coordinates were scaled from a topographic map and have
 KT0466.an estimated accuracy of +/- 6 seconds.
 KT0466
 KT0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0466.The vertical order pertains to the NGVD 29 superseded value.
 KT0466
 KT0466.The geoid height was determined by GEOID03.
 KT0466
 KT0466;                    North         East    Units  Estimated Accuracy
 KT0466;SPC CA 2     -   699,760.    1,975,310.      MT  (+/- 180 meters Scaled)
 KT0466
 KT0466                          SUPERSEDED SURVEY CONTROL
 KT0466
 KT0466  NGVD 29 (??/??/92)   52.886  (m)          173.51   (f) ADJ UNCH    2 0
 KT0466
 KT0466.Superseded values are not recommended for survey control.
 KT0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0466.See file dsdata.txt to determine how the superseded data were derived.
 KT0466
 KT0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ613687(NAD 83)
 KT0466_MARKER: Q = CHISELED SQUARE
 KT0466_SETTING: 80 = SET IN A BOULDER
 KT0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0466+STABILITY: SURFACE MOTION
 KT0466
 KT0466  HISTORY     - Date     Condition        Report By
 KT0466  HISTORY     - UNK      MONUMENTED       USGS
 KT0466  HISTORY     - 1935     GOOD             NGS
 KT0466
 KT0466                          STATION DESCRIPTION
 KT0466
 KT0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0466'9.1 MI SW FROM WILLOWS.
 KT0466'4.0 MILES SOUTH AND 5.1 MILES WEST ALONG THE STONYFORD ROAD
 KT0466'FROM WILLOWS, GLENN COUNTY, 3.0 MILES NORTHEAST OF GARNETT RANCH,
 KT0466'AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 27,
 KT0466'T 19 N, R 4 W, ON THE TOP OF A BOULDER, AND LEVEL WITH THE
 KT0466'GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0054 ***********************************************************************
 FU0054  DESIGNATION -  1732 USGS
 FU0054  PID         -  FU0054
 FU0054  STATE/COUNTY-  CA/KERN
 FU0054  USGS QUAD   -  BENA (1994)
 FU0054
 FU0054                         *CURRENT SURVEY CONTROL
 FU0054  ___________________________________________________________________
 FU0054* NAD 83(1986)-  35 16 32.     (N)    118 38 07.     (W)     SCALED    
 FU0054* NAVD 88     -       529.154  (meters)    1736.07   (feet)  READJUSTED
 FU0054  ___________________________________________________________________
 FU0054  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FU0054  DYNAMIC HT  -         528.600 (meters)    1734.25  (feet)  COMP
 FU0054  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 FU0054
 FU0054  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 FU0054
 FU0054.The horizontal coordinates were scaled from a topographic map and have
 FU0054.an estimated accuracy of +/- 6 seconds.
 FU0054
 FU0054.The orthometric height was determined by differential leveling
 FU0054.and adjusted in February 1993.
 FU0054.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 FU0054.distribution rate of 1.1 thru 2.0 mm/km.
 FU0054.The height was derived from older observations constrained to new
 FU0054.heights in a crustal motion area.  The height is approximate in
 FU0054.relation to other heights in its vicinity.
 FU0054
 FU0054.The geoid height was determined by GEOID03.
 FU0054
 FU0054.The dynamic height is computed by dividing the NAVD 88
 FU0054.geopotential number by the normal gravity value computed on the
 FU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0054.degrees latitude (g = 980.6199 gals.).
 FU0054
 FU0054.The modeled gravity was interpolated from observed gravity values.
 FU0054
 FU0054;                    North         East    Units  Estimated Accuracy
 FU0054;SPC CA 5     -   697,140.    1,942,200.      MT  (+/- 180 meters Scaled)
 FU0054
 FU0054                          SUPERSEDED SURVEY CONTROL
 FU0054
 FU0054  NGVD 29 (??/??/92)  528.323  (m)         1733.34   (f) ADJ UNCH    1 1
 FU0054
 FU0054.Superseded values are not recommended for survey control.
 FU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0054.See file dsdata.txt to determine how the superseded data were derived.
 FU0054
 FU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV512048(NAD 83)
 FU0054_MARKER: P = PIPE CAP
 FU0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0054_STAMPING: 1732B 1902
 FU0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0054
 FU0054  HISTORY     - Date     Condition        Report By
 FU0054  HISTORY     - 1902     MONUMENTED       USGS
 FU0054  HISTORY     - 1953     GOOD             NGS
 FU0054  HISTORY     - 1973     GOOD             NGS
 FU0054
 FU0054                          STATION DESCRIPTION
 FU0054
 FU0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0054'0.7 MI W FROM BEALVILLE.
 FU0054'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD FROM
 FU0054'THE SIDING SIGN AT BEALVILLE, DIRECTLY ACROSS THE TRACKS FROM
 FU0054'THE EAST END OF A HIGH CUT BANK, 5 1/2 RAILS EAST OF AN ALLARD
 FU0054'ONE MILE SIGN, 15.9 FEET NORTH OF THE NORTH RAIL, 12.7 FEET
 FU0054'SOUTHWEST OF A TELEGRAPH POLE WITH A GUY WIRE, 4.1 FEET SOUTH
 FU0054'OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 FU0054'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 FU0054'PROJECTING 1.1 FEET ABOVE THE GROUND.  NOTE-- THE CAP HAS BEEN
 FU0054'HAMMERED AND DISHED.
 FU0054
 FU0054                          STATION RECOVERY (1973)
 FU0054
 FU0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0634 ***********************************************************************
 DC0634  DESIGNATION -  1736.5 USGS
 DC0634  PID         -  DC0634
 DC0634  STATE/COUNTY-  CA/SAN DIEGO
 DC0634  USGS QUAD   -  SAN VICENTE RESERVOIR (1971)
 DC0634
 DC0634                         *CURRENT SURVEY CONTROL
 DC0634  ___________________________________________________________________
 DC0634* NAD 83(1986)-  32 59 42.     (N)    116 58 20.     (W)     SCALED    
 DC0634* NAVD 88     -       530.08   (+/-2cm)    1739.1    (feet)  VERTCON   
 DC0634  ___________________________________________________________________
 DC0634  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DC0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0634
 DC0634.The horizontal coordinates were scaled from a topographic map and have
 DC0634.an estimated accuracy of +/- 6 seconds.
 DC0634
 DC0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0634.The vertical order pertains to the NGVD 29 superseded value.
 DC0634
 DC0634.The geoid height was determined by GEOID03.
 DC0634
 DC0634;                    North         East    Units  Estimated Accuracy
 DC0634;SPC CA 6     -   592,100.    1,932,510.      MT  (+/- 180 meters Scaled)
 DC0634
 DC0634                          SUPERSEDED SURVEY CONTROL
 DC0634
 DC0634  NGVD 29 (??/??/??)  529.410  (m)         1736.91   (f) ADJUSTED    2 0
 DC0634
 DC0634.Superseded values are not recommended for survey control.
 DC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0634.See file dsdata.txt to determine how the superseded data were derived.
 DC0634
 DC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS025507(NAD 83)
 DC0634_MARKER: Q = CHISELED SQUARE
 DC0634_SETTING: 66 = SET IN ROCK OUTCROP
 DC0634_SP_SET: GRANITE ROCK
 DC0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0634+STABILITY: POSITION/ELEVATION WELL
 DC0634
 DC0634  HISTORY     - Date     Condition        Report By
 DC0634  HISTORY     - UNK      MONUMENTED       USGS
 DC0634  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC0634
 DC0634                          STATION DESCRIPTION
 DC0634
 DC0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0634'1.2 MI SW FROM MOUNT WOODSON.
 DC0634'5.2 MILES NORTHEAST OF POWAY, SAN DIEGO COUNTY.  THIS BENCH MARK
 DC0634'MAY BE REACHED FROM THE POST OFFICE BY GOING 3.1 MILES NORTHEAST
 DC0634'ALONG A PAVED COUNTY ROAD, THENCE 1.4 MILES NORTHEAST ALONG AN
 DC0634'ABANDONED COUNTY ROAD, AND THENCE 0.7 MILE NORTHEAST ALONG STATE
 DC0634'HIGHWAY 67.  IT IS 60 FEET WEST OF A HOUSE ON AN EMBANKMENT ON THE
 DC0634'NORTH SIDE OF THE HIGHWAY, 8 FEET SOUTH OF THE CENTERLINE OF THE
 DC0634'HIGHWAY, AND ON THE TOP OF A GRANITE ROCK (PAINTED US 1736.5 BM)
 DC0634'IN A GROUP OF LARGE GRANITE BOULDERS.  A CHISELED SQUARE.
 DC0634'NOTE-- THIS BENCH MARK WAS ORIGINALLY DESCRIBED IN 1939 AS BEING
 DC0634'1.2 MILES SOUTHWEST OF THE FIRE STATION AT MOUNT WOODSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3895 ***********************************************************************
 HS3895  DESIGNATION -  174 A CO
 HS3895  PID         -  HS3895
 HS3895  STATE/COUNTY-  CA/ALAMEDA
 HS3895  USGS QUAD   -  CEDAR MTN (1994)
 HS3895
 HS3895                         *CURRENT SURVEY CONTROL
 HS3895  ___________________________________________________________________
 HS3895* NAD 83(1986)-  37 35 17.     (N)    121 36 50.     (W)     SCALED    
 HS3895* NAVD 88     -       573.38   (+/-2cm)    1881.2    (feet)  VERTCON   
 HS3895  ___________________________________________________________________
 HS3895  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 HS3895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3895
 HS3895.The horizontal coordinates were scaled from a topographic map and have
 HS3895.an estimated accuracy of +/- 6 seconds.
 HS3895
 HS3895.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3895.The vertical order pertains to the NGVD 29 superseded value.
 HS3895
 HS3895.The geoid height was determined by GEOID03.
 HS3895
 HS3895;                    North         East    Units  Estimated Accuracy
 HS3895;SPC CA 3     -   621,340.    1,901,630.      MT  (+/- 180 meters Scaled)
 HS3895
 HS3895                          SUPERSEDED SURVEY CONTROL
 HS3895
 HS3895  NGVD 29 (??/??/92)  572.513  (m)         1878.32   (f) ADJ UNCH    2 0
 HS3895
 HS3895.Superseded values are not recommended for survey control.
 HS3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3895.See file dsdata.txt to determine how the superseded data were derived.
 HS3895
 HS3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG223610(NAD 83)
 HS3895_MARKER: DD = SURVEY DISK
 HS3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3895_STAMPING: 174 174
 HS3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3895+STABILITY: SURFACE MOTION
 HS3895
 HS3895  HISTORY     - Date     Condition        Report By
 HS3895  HISTORY     - UNK      MONUMENTED       CA-001
 HS3895  HISTORY     - 1961     GOOD             NGS
 HS3895
 HS3895                          STATION DESCRIPTION
 HS3895
 HS3895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3895'12.3 MI SE FROM LIVERMORE.
 HS3895'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3895'LIVERMORE, THENCE 10.0 MILES SOUTHEAST ALONG MINES ROAD, NEAR
 HS3895'THE SOUTHWEST END OF A 200-FOOT TANGENT, ABOUT MIDWAY BETWEEN
 HS3895'TWO CUTS, 57 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HS3895'19.4 FEET NORTHEAST OF THE CENTER OF THE WEST-NORTHWEST END OF
 HS3895'A 12-INCH PIPE CULVERT, 29.3 FEET WEST OF A FENCE, 0.7 FOOT
 HS3895'WEST-NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 HS3895'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HS3895'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0380 ***********************************************************************
 DY0380  DESIGNATION -  174 C OF LB
 DY0380  PID         -  DY0380
 DY0380  STATE/COUNTY-  CA/LOS ANGELES
 DY0380  USGS QUAD   -  LONG BEACH (1981)
 DY0380
 DY0380                         *CURRENT SURVEY CONTROL
 DY0380  ___________________________________________________________________
 DY0380* NAD 83(1986)-  33 46 19.     (N)    118 08 29.     (W)     SCALED    
 DY0380* NAVD 88     -        18.39   (+/-2cm)      60.3    (feet)  VERTCON   
 DY0380  ___________________________________________________________________
 DY0380  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0380  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0380
 DY0380.The horizontal coordinates were scaled from a topographic map and have
 DY0380.an estimated accuracy of +/- 6 seconds.
 DY0380
 DY0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0380.The vertical order pertains to the NGVD 29 superseded value.
 DY0380
 DY0380.The geoid height was determined by GEOID03.
 DY0380
 DY0380;                    North         East    Units  Estimated Accuracy
 DY0380;SPC CA 5     -   530,180.    1,986,900.      MT  (+/- 180 meters Scaled)
 DY0380
 DY0380                          SUPERSEDED SURVEY CONTROL
 DY0380
 DY0380  NGVD 29 (??/??/92)   17.619  (m)           57.80   (f) ADJ UNCH    1 2
 DY0380
 DY0380.Superseded values are not recommended for survey control.
 DY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0380.See file dsdata.txt to determine how the superseded data were derived.
 DY0380
 DY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943374(NAD 83)
 DY0380_MARKER: DD = SURVEY DISK
 DY0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0380_STAMPING: LBBM NO 174
 DY0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0380+STABILITY: SURFACE MOTION
 DY0380
 DY0380  HISTORY     - Date     Condition        Report By
 DY0380  HISTORY     - UNK      MONUMENTED       CA1970
 DY0380  HISTORY     - 1954     GOOD             NGS
 DY0380  HISTORY     - 1964     GOOD             NGS
 DY0380  HISTORY     - 20061111 MARK NOT FOUND   GEOCAC
 DY0380
 DY0380                          STATION DESCRIPTION
 DY0380
 DY0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0380'AT LONG BEACH.
 DY0380'AT LONG BEACH, 0.7 MILE SOUTH ALONG XIMENO AVENUE FROM THE
 DY0380'INTERSECTION OF ANAHEIM STREET, AT THE NORTHWEST CORNER OF THE
 DY0380'INTERSECTION OF FOURTH STREET, IN THE ASPHALT BETWEEN THE
 DY0380'SIDEWALK AND THE WEST CURB OF THE AVENUE, 12.8 FEET NORTH OF
 DY0380'THE NORTH CURB OF THE STREET, 4.2 FEET WEST OF THE WEST CURB OF
 DY0380'THE AVENUE, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A
 DY0380'CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE
 DY0380'WITH A CAST IRON COVER MARKED LBBM.
 DY0380
 DY0380                          STATION RECOVERY (1964)
 DY0380
 DY0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0380'RECOVERED IN GOOD CONDITION.
 DY0380
 DY0380                          STATION RECOVERY (2006)
 DY0380
 DY0380'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0380'A PHOTO OF THE AREA CIRCA 2002 CLEARLY SHOWS THE COVER OF THE WELL.
 DY0380'FIELD OBSERVATION NOW SHOWS A NEW TRAFFIC SIGNAL POLE HAS BEEN
 DY0380'INSTALLED SOMETIME IN THE LAST 4 YEARS AND THE WELL HAS BEEN REMOVED.
 DY0380'IT IS POSSIBLE THAT THE MARK IS STILL THERE AND BURIED BY CONCRETE,
 DY0380'BUT IT IS STILL USELESS AS SUCH AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1534 ***********************************************************************
 FU1534  DESIGNATION -  174 DWR
 FU1534  PID         -  FU1534
 FU1534  STATE/COUNTY-  CA/KERN
 FU1534  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1534
 FU1534                         *CURRENT SURVEY CONTROL
 FU1534  ___________________________________________________________________
 FU1534* NAD 83(1986)-  35 21 17.     (N)    119 30 02.     (W)     SCALED    
 FU1534* NAVD 88     -       112.46   (+/-2cm)     369.0    (feet)  VERTCON   
 FU1534  ___________________________________________________________________
 FU1534  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 FU1534  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1534
 FU1534.The horizontal coordinates were scaled from a topographic map and have
 FU1534.an estimated accuracy of +/- 6 seconds.
 FU1534
 FU1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1534.The vertical order pertains to the NGVD 29 superseded value.
 FU1534
 FU1534.The geoid height was determined by GEOID03.
 FU1534
 FU1534;                    North         East    Units  Estimated Accuracy
 FU1534;SPC CA 5     -   706,760.    1,863,620.      MT  (+/- 180 meters Scaled)
 FU1534
 FU1534                          SUPERSEDED SURVEY CONTROL
 FU1534
 FU1534  NGVD 29 (??/??/92)  111.622  (m)          366.21   (f) ADJ UNCH    1 1
 FU1534
 FU1534.Superseded values are not recommended for survey control.
 FU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1534.See file dsdata.txt to determine how the superseded data were derived.
 FU1534
 FU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV727152(NAD 83)
 FU1534_MARKER: P = PIPE CAP
 FU1534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1534_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1534_STAMPING: T29S R23E T30S 33-34 3-4 LGB MACD
 FU1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1534
 FU1534  HISTORY     - Date     Condition        Report By
 FU1534  HISTORY     - UNK      MONUMENTED       CA-029
 FU1534  HISTORY     - 1964     GOOD             NGS
 FU1534  HISTORY     - 1966     GOOD             NGS
 FU1534
 FU1534                          STATION DESCRIPTION
 FU1534
 FU1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1534'5.3 MI SW FROM BUTTONWILLOW.
 FU1534'2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC
 FU1534'STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD,
 FU1534'THENCE 1.1 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 1.0 MILE
 FU1534'WEST ALONG A DIM TRACK ROAD, THENCE 0.15 MILE SOUTH ALONG A
 FU1534'TRACK ROAD, THENCE 0.5 MILE WEST-NORTHWEST ALONG A DIRT ROAD,
 FU1534'1.85 MILES WEST-NORTHWEST ALONG A DIRT ROAD FROM 177(DWR), 30
 FU1534'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 109 FEET
 FU1534'NORTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD SOUTHEAST,
 FU1534'1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD
 FU1534'AND IN THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT.
 FU1534
 FU1534                          STATION RECOVERY (1966)
 FU1534
 FU1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0607 ***********************************************************************
 JS0607  DESIGNATION -  174 M USGS
 JS0607  PID         -  JS0607
 JS0607  STATE/COUNTY-  CA/EL DORADO
 JS0607  USGS QUAD   -  SLATE MTN (1973)
 JS0607
 JS0607                         *CURRENT SURVEY CONTROL
 JS0607  ___________________________________________________________________
 JS0607* NAD 83(1986)-  38 50 30.     (N)    120 40 36.     (W)     SCALED    
 JS0607* NAVD 88     -      1090.96   (+/-2cm)    3579.3    (feet)  VERTCON   
 JS0607  ___________________________________________________________________
 JS0607  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 JS0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0607
 JS0607.The horizontal coordinates were scaled from a topographic map and have
 JS0607.an estimated accuracy of +/- 6 seconds.
 JS0607
 JS0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0607.The vertical order pertains to the NGVD 29 superseded value.
 JS0607
 JS0607.The geoid height was determined by GEOID03.
 JS0607
 JS0607;                    North         East    Units  Estimated Accuracy
 JS0607;SPC CA 2     -   631,270.    2,114,880.      MT  (+/- 180 meters Scaled)
 JS0607
 JS0607                          SUPERSEDED SURVEY CONTROL
 JS0607
 JS0607  NGVD 29 (??/??/92) 1090.073  (m)         3576.35   (f) ADJ UNCH    2 0
 JS0607
 JS0607.Superseded values are not recommended for survey control.
 JS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0607.See file dsdata.txt to determine how the superseded data were derived.
 JS0607
 JS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ016017(NAD 83)
 JS0607_MARKER: DD = SURVEY DISK
 JS0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0607_STAMPING: 174 M 1933 3576
 JS0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0607+STABILITY: SURFACE MOTION
 JS0607
 JS0607  HISTORY     - Date     Condition        Report By
 JS0607  HISTORY     - 1933     MONUMENTED       USGS
 JS0607  HISTORY     - 1948     GOOD             NGS
 JS0607  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0607
 JS0607                          STATION DESCRIPTION
 JS0607
 JS0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0607'15.6 MI NE FROM PLACERVILLE.
 JS0607'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0607'PLACERVILLE, THENCE 15.1 MILES NORTHEAST ALONG THE MOSQUITO-PINO
 JS0607'GRANDE ROAD, 79 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 JS0607'59.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RANCH HOUSE, 12.2
 JS0607'FEET NORTH OF A WIRE FENCE, ABOUT 3 FEET ABOVE THE SURFACE OF THE
 JS0607'ROAD, AND 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST, SET IN
 JS0607'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND.
 JS0607
 JS0607                          STATION RECOVERY (2004)
 JS0607
 JS0607'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0589 ***********************************************************************
 DC0589  DESIGNATION -  1745.2 USGS
 DC0589  PID         -  DC0589
 DC0589  STATE/COUNTY-  CA/SAN DIEGO
 DC0589  USGS QUAD   -  EL CAJON MTN (1988)
 DC0589
 DC0589                         *CURRENT SURVEY CONTROL
 DC0589  ___________________________________________________________________
 DC0589* NAD 83(1986)-  32 58 45.     (N)    116 49 23.     (W)     SCALED    
 DC0589* NAVD 88     -       532.61   (+/-2cm)    1747.4    (feet)  VERTCON   
 DC0589  ___________________________________________________________________
 DC0589  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DC0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0589
 DC0589.The horizontal coordinates were scaled from a topographic map and have
 DC0589.an estimated accuracy of +/- 6 seconds.
 DC0589
 DC0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0589.The vertical order pertains to the NGVD 29 superseded value.
 DC0589
 DC0589.The geoid height was determined by GEOID03.
 DC0589
 DC0589;                    North         East    Units  Estimated Accuracy
 DC0589;SPC CA 6     -   590,260.    1,946,440.      MT  (+/- 180 meters Scaled)
 DC0589
 DC0589                          SUPERSEDED SURVEY CONTROL
 DC0589
 DC0589  NGVD 29 (??/??/??)  531.946  (m)         1745.23   (f) ADJUSTED    2 0
 DC0589
 DC0589.Superseded values are not recommended for survey control.
 DC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0589.See file dsdata.txt to determine how the superseded data were derived.
 DC0589
 DC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS165489(NAD 83)
 DC0589_MARKER: Q = CHISELED SQUARE
 DC0589_SETTING: 66 = SET IN ROCK OUTCROP
 DC0589_SP_SET: ROCK OUTCROP
 DC0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0589+STABILITY: POSITION/ELEVATION WELL
 DC0589
 DC0589  HISTORY     - Date     Condition        Report By
 DC0589  HISTORY     - UNK      MONUMENTED       USGS
 DC0589  HISTORY     - 1944     GOOD             NGS
 DC0589
 DC0589                          STATION DESCRIPTION
 DC0589
 DC0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0589'7.8 MI NW FROM SAN DIEGO DIVERSION DAM.
 DC0589'7.2 MILES NORTHWEST ALONG THE SAN DIEGO RIVER TRUCK TRAIL FROM
 DC0589'THE SAN DIEGO DIVERSION DAM, THENCE 0.6 MILE NORTHWEST ALONG
 DC0589'THE COUNTY ROAD, CUT ON THE TOP OF A LARGE ROCK OUTCROP, ABOUT
 DC0589'100 FEET NORTHWEST OF THE SUMMIT OF THE HILL, 48 FEET NORTH OF
 DC0589'THE CENTER-LINE OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0506 ***********************************************************************
 FU0506  DESIGNATION -  1748 USGS
 FU0506  PID         -  FU0506
 FU0506  STATE/COUNTY-  CA/KERN
 FU0506  USGS QUAD   -  DEMOCRAT HOT SPRINGS (1994)
 FU0506
 FU0506                         *CURRENT SURVEY CONTROL
 FU0506  ___________________________________________________________________
 FU0506* NAD 83(1986)-  35 30 00.     (N)    118 41 37.     (W)     SCALED    
 FU0506* NAVD 88     -       533.51   (+/-2cm)    1750.4    (feet)  VERTCON   
 FU0506  ___________________________________________________________________
 FU0506  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FU0506  VERT ORDER  -  THIRD (See Below)
 FU0506
 FU0506.The horizontal coordinates were scaled from a topographic map and have
 FU0506.an estimated accuracy of +/- 6 seconds.
 FU0506
 FU0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0506.The vertical order pertains to the NGVD 29 superseded value.
 FU0506
 FU0506.The geoid height was determined by GEOID03.
 FU0506
 FU0506;                    North         East    Units  Estimated Accuracy
 FU0506;SPC CA 5     -   722,080.    1,937,070.      MT  (+/- 180 meters Scaled)
 FU0506
 FU0506                          SUPERSEDED SURVEY CONTROL
 FU0506
 FU0506  NGVD 29 (??/??/??)  532.58   (m)         1747.3    (f) RESET       3  
 FU0506
 FU0506.Superseded values are not recommended for survey control.
 FU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0506.See file dsdata.txt to determine how the superseded data were derived.
 FU0506
 FU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV463298(NAD 83)
 FU0506_MARKER: DD = SURVEY DISK
 FU0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU0506_SP_SET: BOULDER
 FU0506_STAMPING: 1748 H 12 1934
 FU0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU0506
 FU0506  HISTORY     - Date     Condition        Report By
 FU0506  HISTORY     - 1934     MONUMENTED       USGS
 FU0506  HISTORY     - 1972     GOOD             USGS
 FU0506
 FU0506                          STATION DESCRIPTION
 FU0506
 FU0506'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0506'14.5 MI W FROM MIRACLE HOT SPRINGS.
 FU0506'14.5 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0506'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, 20 FEET EAST OF THE
 FU0506'EAST END OF CONCRETE BRIDGE CULVERT G 255+42, 37 FEET EAST OF
 FU0506'THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A HIGHWAY
 FU0506'DRINKING FOUNTAIN, IN THE TOP OF A STEP ON THE SOUTHWEST SIDE OF
 FU0506'A GRANITE BOULDER, AND 6 FEET BELOW THE TOP OF THE BOULDER.  A
 FU0506'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1748 H 12
 FU0506'1934.
 FU0506
 FU0506                          STATION RECOVERY (1972)
 FU0506
 FU0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3897 ***********************************************************************
 HS3897  DESIGNATION -  175 A CO
 HS3897  PID         -  HS3897
 HS3897  STATE/COUNTY-  CA/ALAMEDA
 HS3897  USGS QUAD   -  CEDAR MTN (1994)
 HS3897
 HS3897                         *CURRENT SURVEY CONTROL
 HS3897  ___________________________________________________________________
 HS3897* NAD 83(1986)-  37 35 00.     (N)    121 35 47.     (W)     SCALED    
 HS3897* NAVD 88     -       623.34   (+/-2cm)    2045.1    (feet)  VERTCON   
 HS3897  ___________________________________________________________________
 HS3897  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HS3897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3897
 HS3897.The horizontal coordinates were scaled from a topographic map and have
 HS3897.an estimated accuracy of +/- 6 seconds.
 HS3897
 HS3897.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3897.The vertical order pertains to the NGVD 29 superseded value.
 HS3897
 HS3897.The geoid height was determined by GEOID03.
 HS3897
 HS3897;                    North         East    Units  Estimated Accuracy
 HS3897;SPC CA 3     -   620,800.    1,903,170.      MT  (+/- 180 meters Scaled)
 HS3897
 HS3897                          SUPERSEDED SURVEY CONTROL
 HS3897
 HS3897  NGVD 29 (??/??/92)  622.471  (m)         2042.22   (f) ADJ UNCH    2 0
 HS3897
 HS3897.Superseded values are not recommended for survey control.
 HS3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3897.See file dsdata.txt to determine how the superseded data were derived.
 HS3897
 HS3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG239605(NAD 83)
 HS3897_MARKER: DD = SURVEY DISK
 HS3897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3897_STAMPING: 175
 HS3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3897+STABILITY: SURFACE MOTION
 HS3897
 HS3897  HISTORY     - Date     Condition        Report By
 HS3897  HISTORY     - UNK      MONUMENTED       CA-001
 HS3897  HISTORY     - 1961     GOOD             NGS
 HS3897
 HS3897                          STATION DESCRIPTION
 HS3897
 HS3897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3897'13.5 MI SE FROM LIVERMORE.
 HS3897'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3897'LIVERMORE, THENCE 11.2 MILES SOUTHEAST ALONG MINES ROAD, NEAR
 HS3897'THE CROSSING OF A POWER LINE, ON THE OUTSIDE OF A CURVE, 35 1/2
 HS3897'FEET NORTH OF THE CENTER LINE OF THE ROAD, 16.8 FEET NORTH OF THE
 HS3897'CENTER OF THE NORTH END OF 12-INCH PIPE CULVERT 11.65, 1.5 FEET
 HS3897'SOUTH OF A FENCE, 0.7 FOOT NORTH OF A WITNESS POST, ABOUT 2 FEET
 HS3897'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS3897'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1535 ***********************************************************************
 FU1535  DESIGNATION -  175 DWR
 FU1535  PID         -  FU1535
 FU1535  STATE/COUNTY-  CA/KERN
 FU1535  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1535
 FU1535                         *CURRENT SURVEY CONTROL
 FU1535  ___________________________________________________________________
 FU1535* NAD 83(1986)-  35 21 14.     (N)    119 29 30.     (W)     SCALED    
 FU1535* NAVD 88     -       111.68   (+/-2cm)     366.4    (feet)  VERTCON   
 FU1535  ___________________________________________________________________
 FU1535  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 FU1535  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1535
 FU1535.The horizontal coordinates were scaled from a topographic map and have
 FU1535.an estimated accuracy of +/- 6 seconds.
 FU1535
 FU1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1535.The vertical order pertains to the NGVD 29 superseded value.
 FU1535
 FU1535.The geoid height was determined by GEOID03.
 FU1535
 FU1535;                    North         East    Units  Estimated Accuracy
 FU1535;SPC CA 5     -   706,650.    1,864,430.      MT  (+/- 180 meters Scaled)
 FU1535
 FU1535                          SUPERSEDED SURVEY CONTROL
 FU1535
 FU1535  NGVD 29 (??/??/92)  110.845  (m)          363.66   (f) ADJ UNCH    1 1
 FU1535
 FU1535.Superseded values are not recommended for survey control.
 FU1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1535.See file dsdata.txt to determine how the superseded data were derived.
 FU1535
 FU1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV735151(NAD 83)
 FU1535_MARKER: P = PIPE CAP
 FU1535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1535_STAMPING: 1/4 S 34 3 LGB MCD
 FU1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1535
 FU1535  HISTORY     - Date     Condition        Report By
 FU1535  HISTORY     - UNK      MONUMENTED       CA-029
 FU1535  HISTORY     - 1964     GOOD             NGS
 FU1535  HISTORY     - 1966     GOOD             NGS
 FU1535
 FU1535                          STATION DESCRIPTION
 FU1535
 FU1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1535'4.6 MI S FROM BUTTONWILLOW.
 FU1535'2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC
 FU1535'STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD,
 FU1535'THENCE 1.1 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 1.0 MILE
 FU1535'WEST ALONG A DIM TRACK ROAD, AT THE JUNCTION OF A NORTH-SOUTH
 FU1535'TRACK ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 FU1535'EAST OF THE CENTER LINE OF THE ROAD NORTH, 1.9 FEET EAST OF A
 FU1535'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A CAP ON THE TOP OF A
 FU1535'3-INCH IRON PIPE WHICH PROJECTS 0.3 FOOT.
 FU1535
 FU1535                          STATION RECOVERY (1966)
 FU1535
 FU1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6301 ***********************************************************************
 DH6301  DESIGNATION -  175 LAK 0.34
 DH6301  PID         -  DH6301
 DH6301  STATE/COUNTY-  CA/LAKE
 DH6301  USGS QUAD   -  HIGHLAND SPRINGS (1993)
 DH6301
 DH6301                         *CURRENT SURVEY CONTROL
 DH6301  ___________________________________________________________________
 DH6301* NAD 83(2007)-  38 59 11.76209(N)    122 58 59.30960(W)     ADJUSTED  
 DH6301* NAVD 88     -       743.7    (meters)    2440.     (feet)  GPS OBS   
 DH6301  ___________________________________________________________________
 DH6301  EPOCH DATE  -        2007.00
 DH6301  X           -  -2,702,808.533 (meters)                     COMP
 DH6301  Y           -  -4,164,642.353 (meters)                     COMP
 DH6301  Z           -   3,991,609.986 (meters)                     COMP
 DH6301  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DH6301  ELLIP HEIGHT-         713.849 (meters)          (02/10/07) ADJUSTED
 DH6301  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DH6301
 DH6301  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6301  Type    PID    Designation                      North   East  Ellip
 DH6301  -------------------------------------------------------------------
 DH6301  NETWORK DH6301 175 LAK 0.34                      2.04   1.55   3.55
 DH6301  -------------------------------------------------------------------
 DH6301
 DH6301.The horizontal coordinates were established by GPS observations
 DH6301.and adjusted by the National Geodetic Survey in February 2007.
 DH6301
 DH6301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6301.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6301.The horizontal coordinates are valid at the epoch date displayed above.
 DH6301.The epoch date for horizontal control is a decimal equivalence
 DH6301.of Year/Month/Day.
 DH6301
 DH6301.The orthometric height was determined by GPS observations and a
 DH6301.high-resolution geoid model.
 DH6301
 DH6301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6301
 DH6301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6301
 DH6301.The ellipsoidal height was determined by GPS observations
 DH6301.and is referenced to NAD 83.
 DH6301
 DH6301.The geoid height was determined by GEOID03.
 DH6301
 DH6301;                    North         East     Units Scale Factor Converg.
 DH6301;SPC CA 2     -   646,980.333 1,914,826.727   MT  0.99991613   -0 37 11.4
 DH6301;SPC CA 2     - 2,122,634.64  6,282,227.35   sFT  0.99991613   -0 37 11.4
 DH6301;UTM  10      - 4,315,289.772   501,460.078   MT  0.99960003   +0 00 38.2
 DH6301
 DH6301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6301!SPC CA 2     -   0.99988801  x   0.99991613  =   0.99980415
 DH6301!UTM  10      -   0.99988801  x   0.99960003  =   0.99948809
 DH6301
 DH6301                          SUPERSEDED SURVEY CONTROL
 DH6301
 DH6301  NAD 83(1998)-  38 59 11.75948(N)    122 58 59.30832(W) AD(2004.69) B
 DH6301  ELLIP H (09/28/05)  713.862  (m)                       GP(       ) 4 1
 DH6301
 DH6301.Superseded values are not recommended for survey control.
 DH6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6301.See file dsdata.txt to determine how the superseded data were derived.
 DH6301
 DH6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ0146015290(NAD 83)
 DH6301_MARKER: DD = SURVEY DISK
 DH6301_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6301+WITH SETTING: INFORMATION.
 DH6301_STAMPING: 175 LAK 0.34
 DH6301_MARK LOGO: CSRC  
 DH6301_PROJECTION: FLUSH
 DH6301_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6301+STABILITY: SURFACE MOTION
 DH6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6301+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 DH6301_ROD/PIPE-DEPTH: 2.3  meters
 DH6301
 DH6301  HISTORY     - Date     Condition        Report By
 DH6301  HISTORY     - 20040915 MONUMENTED       CADT
 DH6301
 DH6301                          STATION DESCRIPTION
 DH6301
 DH6301'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6301'THE STATION IS LOCATED IN  LAKE COUNTY, APPROXIMATELY 12.5 KM  (7.7
 DH6301'MI) NORTHWESTERLY OF  LAKEPORT ALONG HIGHWAY 175 AND 16.5 KM (10.2 MI)
 DH6301'SOUTHEASTERLY OF HOPLAND.
 DH6301' 
 DH6301'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175  AND 29,
 DH6301'NEAR LAKEPORT,  PROCEED 12.55 KM (7.75 MI) NORTHWESTERLY ALONG HIGHWAY
 DH6301'175  TO A LARGE TURN-OUT ON THE  NORTHEASTERLY SIDE OF HIGHWAY AT
 DH6301'POSTMILE 0.34  AND THE STATION.
 DH6301' 
 DH6301'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6301'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M NORTHEAST OF A STEEL
 DH6301'FENCE POST AND CARSONITE MARKER, 35.0  M SOUTHEAST OF 45 M SOUTHEAST
 DH6301'OF A 1.0 METER DIA. DROP INLET ON THE SOUTHWESTERLY SIDE  OF
 DH6301'THEHIGHWAY, AND 31.2 M NORTHEASTERLY OF THE CENTERLINE OF HIGHWAY IN
 DH6301'THE TOP OF A 1.5  M HIGH BERM.
 DH6301' 
 DH6301'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6301'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6301'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6301'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6301'EUREKA.
 DH6301' 
 DH6301'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6301'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6298 ***********************************************************************
 DH6298  DESIGNATION -  175 LAK 21.26
 DH6298  PID         -  DH6298
 DH6298  STATE/COUNTY-  CA/LAKE
 DH6298  USGS QUAD   -  WHISPERING PINES (1993)
 DH6298
 DH6298                         *CURRENT SURVEY CONTROL
 DH6298  ___________________________________________________________________
 DH6298* NAD 83(2007)-  38 48 17.10923(N)    122 42 21.95252(W)     ADJUSTED  
 DH6298* NAVD 88     -       725.8    (meters)    2381.     (feet)  GPS OBS   
 DH6298  ___________________________________________________________________
 DH6298  EPOCH DATE  -        2007.00
 DH6298  X           -  -2,689,481.984 (meters)                     COMP
 DH6298  Y           -  -4,188,318.151 (meters)                     COMP
 DH6298  Z           -   3,975,885.181 (meters)                     COMP
 DH6298  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DH6298  ELLIP HEIGHT-         695.906 (meters)          (02/10/07) ADJUSTED
 DH6298  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DH6298
 DH6298  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6298  Type    PID    Designation                      North   East  Ellip
 DH6298  -------------------------------------------------------------------
 DH6298  NETWORK DH6298 175 LAK 21.26                     1.76   1.55   3.49
 DH6298  -------------------------------------------------------------------
 DH6298
 DH6298.The horizontal coordinates were established by GPS observations
 DH6298.and adjusted by the National Geodetic Survey in February 2007.
 DH6298
 DH6298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6298.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6298.The horizontal coordinates are valid at the epoch date displayed above.
 DH6298.The epoch date for horizontal control is a decimal equivalence
 DH6298.of Year/Month/Day.
 DH6298
 DH6298.The orthometric height was determined by GPS observations and a
 DH6298.high-resolution geoid model.
 DH6298
 DH6298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6298
 DH6298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6298
 DH6298.The ellipsoidal height was determined by GPS observations
 DH6298.and is referenced to NAD 83.
 DH6298
 DH6298.The geoid height was determined by GEOID03.
 DH6298
 DH6298;                    North         East     Units Scale Factor Converg.
 DH6298;SPC CA 2     -   626,571.895 1,938,670.650   MT  0.99992654   -0 26 42.6
 DH6298;SPC CA 2     - 2,055,677.96  6,360,455.29   sFT  0.99992654   -0 26 42.6
 DH6298;UTM  10      - 4,295,151.145   525,519.315   MT  0.99960802   +0 11 03.0
 DH6298
 DH6298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6298!SPC CA 2     -   0.99989082  x   0.99992654  =   0.99981737
 DH6298!UTM  10      -   0.99989082  x   0.99960802  =   0.99949889
 DH6298
 DH6298                          SUPERSEDED SURVEY CONTROL
 DH6298
 DH6298  NAD 83(1998)-  38 48 17.10649(N)    122 42 21.95284(W) AD(2004.69) B
 DH6298  ELLIP H (09/28/05)  695.926  (m)                       GP(       ) 4 1
 DH6298
 DH6298.Superseded values are not recommended for survey control.
 DH6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6298.See file dsdata.txt to determine how the superseded data were derived.
 DH6298
 DH6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH2551995151(NAD 83)
 DH6298_MARKER: DD = SURVEY DISK
 DH6298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6298+WITH SETTING: INFORMATION.
 DH6298_STAMPING: 175 LAK 21.26
 DH6298_MARK LOGO: CSRC  
 DH6298_PROJECTION: FLUSH
 DH6298_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6298+STABILITY: SURFACE MOTION
 DH6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6298+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 DH6298_ROD/PIPE-DEPTH: 2.1  meters
 DH6298
 DH6298  HISTORY     - Date     Condition        Report By
 DH6298  HISTORY     - 20040915 MONUMENTED       CADT
 DH6298
 DH6298                          STATION DESCRIPTION
 DH6298
 DH6298'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6298'THE STATION IS LOCATED IN  LAKE COUNTY, APPROXIMATELY 11 KM (6.8 MI)
 DH6298'NORTHWESTERLY ALONG   HIGHWAY 175 FROM MIDDLETOWN AND 2.6 KM (1.6 MI)
 DH6298'SOUTHEASTERLY OF COBB.
 DH6298' 
 DH6298'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 175 AND
 DH6298'29 IN MIDDLETOWN  PROCEED 10.96 KM (6.77 MI) NORTHWESTERLY ALONG
 DH6298'HIGHWAY 175 TO POST MILE 21.26 AND THE  STATION ON THE RIGHT.
 DH6298' 
 DH6298'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6298'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M EAST OF  A STEEL FENCE
 DH6298'POST AND CARSONITE MARKER, 17.6  M EAST OF THE CENTERLINE OF HIGHWAY
 DH6298'29,  56.0 M SOUTH OF A CULVERT WITH POST MILE,  AND  13.6 M EAST OF
 DH6298'THE  EASTERLY EDGE OF PAVEMENT OF HIGHWAY 175.
 DH6298' 
 DH6298'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6298'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6298'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6298'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6298'EUREKA.
 DH6298' 
 DH6298'THIS STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6298'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6297 ***********************************************************************
 DH6297  DESIGNATION -  175 LAK 23.50
 DH6297  PID         -  DH6297
 DH6297  STATE/COUNTY-  CA/LAKE
 DH6297  USGS QUAD   -  WHISPERING PINES (1993)
 DH6297
 DH6297                         *CURRENT SURVEY CONTROL
 DH6297  ___________________________________________________________________
 DH6297* NAD 83(2007)-  38 46 50.76136(N)    122 41 17.16196(W)     ADJUSTED  
 DH6297* NAVD 88     -       463.2    (meters)    1520.     (feet)  GPS OBS   
 DH6297  ___________________________________________________________________
 DH6297  EPOCH DATE  -        2007.00
 DH6297  X           -  -2,688,956.673 (meters)                     COMP
 DH6297  Y           -  -4,190,394.529 (meters)                     COMP
 DH6297  Z           -   3,973,645.090 (meters)                     COMP
 DH6297  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DH6297  ELLIP HEIGHT-         433.216 (meters)          (02/10/07) ADJUSTED
 DH6297  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DH6297
 DH6297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6297  Type    PID    Designation                      North   East  Ellip
 DH6297  -------------------------------------------------------------------
 DH6297  NETWORK DH6297 175 LAK 23.50                     1.65   1.47   3.37
 DH6297  -------------------------------------------------------------------
 DH6297
 DH6297.The horizontal coordinates were established by GPS observations
 DH6297.and adjusted by the National Geodetic Survey in February 2007.
 DH6297
 DH6297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6297.The horizontal coordinates are valid at the epoch date displayed above.
 DH6297.The epoch date for horizontal control is a decimal equivalence
 DH6297.of Year/Month/Day.
 DH6297
 DH6297.The orthometric height was determined by GPS observations and a
 DH6297.high-resolution geoid model.
 DH6297
 DH6297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6297
 DH6297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6297
 DH6297.The ellipsoidal height was determined by GPS observations
 DH6297.and is referenced to NAD 83.
 DH6297
 DH6297.The geoid height was determined by GEOID03.
 DH6297
 DH6297;                    North         East     Units Scale Factor Converg.
 DH6297;SPC CA 2     -   623,897.504 1,940,213.653   MT  0.99992866   -0 26 01.8
 DH6297;SPC CA 2     - 2,046,903.73  6,365,517.63   sFT  0.99992866   -0 26 01.8
 DH6297;UTM  10      - 4,292,494.710   527,091.096   MT  0.99960904   +0 11 43.3
 DH6297
 DH6297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6297!SPC CA 2     -   0.99993203  x   0.99992866  =   0.99986070
 DH6297!UTM  10      -   0.99993203  x   0.99960904  =   0.99954110
 DH6297
 DH6297                          SUPERSEDED SURVEY CONTROL
 DH6297
 DH6297  NAD 83(1998)-  38 46 50.75883(N)    122 41 17.16239(W) AD(2004.69) B
 DH6297  ELLIP H (09/28/05)  433.238  (m)                       GP(       ) 4 1
 DH6297
 DH6297.Superseded values are not recommended for survey control.
 DH6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6297.See file dsdata.txt to determine how the superseded data were derived.
 DH6297
 DH6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH2709192495(NAD 83)
 DH6297_MARKER: DD = SURVEY DISK
 DH6297_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6297_STAMPING: 175 LAK 23.50
 DH6297_MARK LOGO: CSRC  
 DH6297_PROJECTION: FLUSH
 DH6297_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6297+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 DH6297_ROD/PIPE-DEPTH: 6.4  meters
 DH6297
 DH6297  HISTORY     - Date     Condition        Report By
 DH6297  HISTORY     - 20040915 MONUMENTED       CADT
 DH6297
 DH6297                          STATION DESCRIPTION
 DH6297
 DH6297'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6297'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 7.3 KM (4.5 MI)
 DH6297'NORTHWESTERLY  ALONG HIGHWAY 175 FROM MIDDLETOWN AND 6.3 KM (3.9 MI)
 DH6297'SOUTHEASTERLY OF COBB.
 DH6297' 
 DH6297'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 175 AND
 DH6297'29, IN  MIDDLETOWN, PROCEED 7.39 KM (4.56 MI) NORTHWESTERLY ALONG
 DH6297'HIGHWAY 175 TO SOCRATES MINE  ROAD.  TURN LEFT AND  PROCEED
 DH6297'SOUTHWESTERLY 0.26 KM (0.16 MI)  ALONG SOCRATES MINE ROAD  TO A PAVED
 DH6297'DRIVEWAY ON THE SOUTHEASTERLY SIDE OF SOCRATES MINE ROAD AND THE
 DH6297'STATION  ON THE LEFT.
 DH6297' 
 DH6297'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6297'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M SOUTHEAST OF A STEEL
 DH6297'FENCE POST AND CARSONITE  MARKER, 16.8 M SOUTHEASTERLY OF THE
 DH6297'CENTERLINE OF SOCRATES MINE ROAD, 0.5 M EAST OF THE  EASTERLY  EDGE OF
 DH6297'PAVED DRIVEWAY, 36.8 M SOUTHWEST OF A POWER POLE, AND 34.6 M
 DH6297'SOUTHWESTERLY OF A 0.6 M DIA. PINE.
 DH6297' 
 DH6297'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6297'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6297'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6297'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6297'EUREKA.
 DH6297' 
 DH6297'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6297'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0609 ***********************************************************************
 JS0609  DESIGNATION -  175 M USGS
 JS0609  PID         -  JS0609
 JS0609  STATE/COUNTY-  CA/EL DORADO
 JS0609  USGS QUAD   -  SLATE MTN (1973)
 JS0609
 JS0609                         *CURRENT SURVEY CONTROL
 JS0609  ___________________________________________________________________
 JS0609* NAD 83(1986)-  38 51 32.     (N)    120 39 51.     (W)     SCALED    
 JS0609* NAVD 88     -      1185.43   (+/-2cm)    3889.2    (feet)  VERTCON   
 JS0609  ___________________________________________________________________
 JS0609  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 JS0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0609
 JS0609.The horizontal coordinates were scaled from a topographic map and have
 JS0609.an estimated accuracy of +/- 6 seconds.
 JS0609
 JS0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0609.The vertical order pertains to the NGVD 29 superseded value.
 JS0609
 JS0609.The geoid height was determined by GEOID03.
 JS0609
 JS0609;                    North         East    Units  Estimated Accuracy
 JS0609;SPC CA 2     -   633,200.    2,115,940.      MT  (+/- 180 meters Scaled)
 JS0609
 JS0609                          SUPERSEDED SURVEY CONTROL
 JS0609
 JS0609  NGVD 29 (??/??/92) 1184.525  (m)         3886.23   (f) ADJ UNCH    2 0
 JS0609
 JS0609.Superseded values are not recommended for survey control.
 JS0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0609.See file dsdata.txt to determine how the superseded data were derived.
 JS0609
 JS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ026037(NAD 83)
 JS0609_MARKER: DD = SURVEY DISK
 JS0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0609_STAMPING: 175 M 1933 3886
 JS0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0609+STABILITY: SURFACE MOTION
 JS0609
 JS0609  HISTORY     - Date     Condition        Report By
 JS0609  HISTORY     - 1933     MONUMENTED       USGS
 JS0609  HISTORY     - 1948     GOOD             NGS
 JS0609  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0609
 JS0609                          STATION DESCRIPTION
 JS0609
 JS0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0609'17.1 MI NE FROM PLACERVILLE.
 JS0609'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0609'PLACERVILLE, THENCE 16.6 MILES NORTHEAST ALONG THE MOSQUITO-PINO
 JS0609'GRANDE ROAD, 80 FEET SOUTH OF THE CENTER OF CROSSROADS, 27
 JS0609'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, ABOUT 3 FEET
 JS0609'ABOVE THE SURFACE OF THE ROAD, AND 3 FEET NORTHEAST OF A WHITE
 JS0609'WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JS0609'5 INCHES ABOVE THE GROUND.
 JS0609
 JS0609                          STATION RECOVERY (2004)
 JS0609
 JS0609'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0640 ***********************************************************************
 GU0640  DESIGNATION -  175 USGS
 GU0640  PID         -  GU0640
 GU0640  STATE/COUNTY-  CA/FRESNO
 GU0640  USGS QUAD   -  FIREBAUGH (1984)
 GU0640
 GU0640                         *CURRENT SURVEY CONTROL
 GU0640  ___________________________________________________________________
 GU0640* NAD 83(1986)-  36 45 40.     (N)    120 23 02.     (W)     SCALED    
 GU0640* NAVD 88     -        51.36   (+/-2cm)     168.5    (feet)  VERTCON   
 GU0640  ___________________________________________________________________
 GU0640  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GU0640  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU0640
 GU0640.The horizontal coordinates were scaled from a topographic map and have
 GU0640.an estimated accuracy of +/- 6 seconds.
 GU0640
 GU0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0640.The vertical order pertains to the NGVD 29 superseded value.
 GU0640
 GU0640.The geoid height was determined by GEOID03.
 GU0640
 GU0640;                    North         East    Units  Estimated Accuracy
 GU0640;SPC CA 4     -   659,320.    1,876,450.      MT  (+/- 180 meters Scaled)
 GU0640
 GU0640                          SUPERSEDED SURVEY CONTROL
 GU0640
 GU0640  NGVD 29 (??/??/92)   50.627  (m)          166.10   (f) ADJ UNCH    1 2
 GU0640
 GU0640.Superseded values are not recommended for survey control.
 GU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0640.See file dsdata.txt to determine how the superseded data were derived.
 GU0640
 GU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF335715(NAD 83)
 GU0640_MARKER: Q = CHISELED SQUARE
 GU0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0640_SP_SET: CONCRETE FOUNDATION
 GU0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0640
 GU0640  HISTORY     - Date     Condition        Report By
 GU0640  HISTORY     - UNK      MONUMENTED       USGS
 GU0640  HISTORY     - 1952     GOOD             NGS
 GU0640  HISTORY     - 1972     GOOD             NGS
 GU0640
 GU0640                          STATION DESCRIPTION
 GU0640
 GU0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GU0640'AT MENDOTA.
 GU0640'AT MENDOTA, 0.5 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 GU0640'RAILROAD FROM THE STATION, 0.1 MILE SOUTHEAST OF MILEPOLE 174,
 GU0640'AT THE CROSSING OF BASS AVENUE, AT SEMAPHORE SIGNAL 1740, ON
 GU0640'TOP OF THE CONCRETE FOUNDATION, 34 FEET SOUTHEAST OF THE CENTER
 GU0640'LINE OF THE AVENUE, 13.0 FEET SOUTHEAST OF THE CENTER OF THE
 GU0640'SOUTHWEST END OF 12-INCH CORRUGATED METAL PIPE CULVERT 174.12,
 GU0640'7.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 1/2 FOOT LOWER
 GU0640'THAN THE TOP OF THE RAIL, AND NEAR THE INSCRIPTION US 175.
 GU0640
 GU0640                          STATION RECOVERY (1972)
 GU0640
 GU0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2379 ***********************************************************************
 GU2379  DESIGNATION -  1758 USGS
 GU2379  PID         -  GU2379
 GU2379  STATE/COUNTY-  CA/SAN BENITO
 GU2379  USGS QUAD   -  ROCK SPRING PEAK (1969)
 GU2379
 GU2379                         *CURRENT SURVEY CONTROL
 GU2379  ___________________________________________________________________
 GU2379* NAD 83(1986)-  36 24 27.     (N)    120 59 39.     (W)     SCALED    
 GU2379* NAVD 88     -       536.78   (+/-2cm)    1761.1    (feet)  VERTCON   
 GU2379  ___________________________________________________________________
 GU2379  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 GU2379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2379
 GU2379.The horizontal coordinates were scaled from a topographic map and have
 GU2379.an estimated accuracy of +/- 6 seconds.
 GU2379
 GU2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2379.The vertical order pertains to the NGVD 29 superseded value.
 GU2379
 GU2379.The geoid height was determined by GEOID03.
 GU2379
 GU2379;                    North         East    Units  Estimated Accuracy
 GU2379;SPC CA 4     -   621,050.    1,821,150.      MT  (+/- 180 meters Scaled)
 GU2379
 GU2379                          SUPERSEDED SURVEY CONTROL
 GU2379
 GU2379  NGVD 29 (??/??/92)  535.754  (m)         1757.72   (f) ADJ UNCH    2 0
 GU2379
 GU2379.Superseded values are not recommended for survey control.
 GU2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2379.See file dsdata.txt to determine how the superseded data were derived.
 GU2379
 GU2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF798310(NAD 83)
 GU2379_MARKER: DD = SURVEY DISK
 GU2379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2379_STAMPING: 1758 1917 2
 GU2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2379
 GU2379  HISTORY     - Date     Condition        Report By
 GU2379  HISTORY     - 1917     MONUMENTED       USGS
 GU2379  HISTORY     - 1960     GOOD             NGS
 GU2379
 GU2379                          STATION DESCRIPTION
 GU2379
 GU2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GU2379'9.3 MI SE FROM SAN BENITO.
 GU2379'9.3 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM SAN BENITO,
 GU2379'SAN BENITO COUNTY, 99 FEET NORTHEAST OF THE CENTER OF THE
 GU2379'INTERSECTION OF THREE ROADS, 69 FEET NORTH OF THE KING CITY
 GU2379'17 MILES, COALINGA 61 MILES, HOLLISTER 45 MILES SIGN, AND
 GU2379'16 FEET SOUTHWEST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 GU2379'STANDARD CAP, STAMPED 1758 1917 2 AND RIVETED ON THE TOP OF AN
 GU2379'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3900 ***********************************************************************
 HS3900  DESIGNATION -  176 A CO
 HS3900  PID         -  HS3900
 HS3900  STATE/COUNTY-  CA/ALAMEDA
 HS3900  USGS QUAD   -  CEDAR MTN (1994)
 HS3900
 HS3900                         *CURRENT SURVEY CONTROL
 HS3900  ___________________________________________________________________
 HS3900* NAD 83(1986)-  37 34 11.     (N)    121 34 55.     (W)     SCALED    
 HS3900* NAVD 88     -       636.85   (+/-2cm)    2089.4    (feet)  VERTCON   
 HS3900  ___________________________________________________________________
 HS3900  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HS3900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3900
 HS3900.The horizontal coordinates were scaled from a topographic map and have
 HS3900.an estimated accuracy of +/- 6 seconds.
 HS3900
 HS3900.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3900.The vertical order pertains to the NGVD 29 superseded value.
 HS3900
 HS3900.The geoid height was determined by GEOID03.
 HS3900
 HS3900;                    North         East    Units  Estimated Accuracy
 HS3900;SPC CA 3     -   619,270.    1,904,430.      MT  (+/- 180 meters Scaled)
 HS3900
 HS3900                          SUPERSEDED SURVEY CONTROL
 HS3900
 HS3900  NGVD 29 (??/??/92)  635.980  (m)         2086.54   (f) ADJ UNCH    2 0
 HS3900
 HS3900.Superseded values are not recommended for survey control.
 HS3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3900.See file dsdata.txt to determine how the superseded data were derived.
 HS3900
 HS3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG252590(NAD 83)
 HS3900_MARKER: DD = SURVEY DISK
 HS3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3900_STAMPING: 176 176
 HS3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3900+STABILITY: SURFACE MOTION
 HS3900
 HS3900  HISTORY     - Date     Condition        Report By
 HS3900  HISTORY     - UNK      MONUMENTED       CA-001
 HS3900  HISTORY     - 1961     GOOD             NGS
 HS3900
 HS3900                          STATION DESCRIPTION
 HS3900
 HS3900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3900'15.2 MI SE FROM LIVERMORE.
 HS3900'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3900'LIVERMORE, THENCE 12.9 MILES SOUTHEAST ALONG MINES ROAD, AT THE
 HS3900'JUNCTION OF A PRIVATE DIRT ROAD NORTHEAST, 64 FEET (SLOPE
 HS3900'MEASUREMENT) NORTH OF THE CENTER LINE OF THE MAIN ROAD, 14 FEET
 HS3900'NORTH OF THE CENTER LINE OF THE DIRT ROAD, 62 1/2 FEET
 HS3900'NORTH-NORTHEAST OF THE CENTER OF THE NORTH END OF 12-INCH PIPE
 HS3900'CULVERT 13.40, 17 FEET WEST OF THE NORTHWEST END OF A GATE, 0.9
 HS3900'FOOT EAST OF A WITNESS POST, ABOUT 16 FEET HIGHER THAN THE ROAD,
 HS3900'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 HS3900'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1539 ***********************************************************************
 FU1539  DESIGNATION -  176 DWR
 FU1539  PID         -  FU1539
 FU1539  STATE/COUNTY-  CA/KERN
 FU1539  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1539
 FU1539                         *CURRENT SURVEY CONTROL
 FU1539  ___________________________________________________________________
 FU1539* NAD 83(1986)-  35 21 17.     (N)    119 28 57.     (W)     SCALED    
 FU1539* NAVD 88     -       102.63   (+/-2cm)     336.7    (feet)  VERTCON   
 FU1539  ___________________________________________________________________
 FU1539  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 FU1539  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1539
 FU1539.The horizontal coordinates were scaled from a topographic map and have
 FU1539.an estimated accuracy of +/- 6 seconds.
 FU1539
 FU1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1539.The vertical order pertains to the NGVD 29 superseded value.
 FU1539
 FU1539.The geoid height was determined by GEOID03.
 FU1539
 FU1539;                    North         East    Units  Estimated Accuracy
 FU1539;SPC CA 5     -   706,730.    1,865,260.      MT  (+/- 180 meters Scaled)
 FU1539
 FU1539                          SUPERSEDED SURVEY CONTROL
 FU1539
 FU1539  NGVD 29 (??/??/92)  101.803  (m)          334.00   (f) ADJ UNCH    1 1
 FU1539
 FU1539.Superseded values are not recommended for survey control.
 FU1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1539.See file dsdata.txt to determine how the superseded data were derived.
 FU1539
 FU1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV744152(NAD 83)
 FU1539_MARKER: P = PIPE CAP
 FU1539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1539_STAMPING: T29S R23E 34-35 3-2 T30S LGB MACD
 FU1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1539
 FU1539  HISTORY     - Date     Condition        Report By
 FU1539  HISTORY     - UNK      MONUMENTED       CA-029
 FU1539  HISTORY     - 1964     GOOD             NGS
 FU1539  HISTORY     - 1966     GOOD             NGS
 FU1539
 FU1539                          STATION DESCRIPTION
 FU1539
 FU1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1539'4.2 MI S FROM BUTTONWILLOW.
 FU1539'2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC
 FU1539'STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD,
 FU1539'THENCE 1.1 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 0.5 MILE
 FU1539'WEST ALONG A TRACK ROAD AND FENCE LINE, AT THE JUNCTION OF A
 FU1539'NORTH-SOUTH TRACK ROAD AND THE WEST END OF A FENCE, 16 FEET
 FU1539'NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF THE CENTER
 FU1539'LINE OF THE ROAD NORTH, 2 1/2 FEET NORTHWEST OF THE WEST END
 FU1539'OF THE FENCE, 2.8 FEET EAST OF A WITNESS POST, 1/2 FOOT HIGHER
 FU1539'THAN THE ROAD, A CAP ON THE TOP OF A 3 1/2-INCH IRON PIPE THAT
 FU1539'PROJECTS 0.6 FOOT.
 FU1539
 FU1539                          STATION RECOVERY (1966)
 FU1539
 FU1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0068 ***********************************************************************
 DY0068  DESIGNATION -  176 LACRD
 DY0068  PID         -  DY0068
 DY0068  STATE/COUNTY-  CA/LOS ANGELES
 DY0068  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0068
 DY0068                         *CURRENT SURVEY CONTROL
 DY0068  ___________________________________________________________________
 DY0068* NAD 83(1986)-  33 51 30.     (N)    118 03 48.     (W)     SCALED    
 DY0068* NAVD 88     -        14.56   (+/-2cm)      47.8    (feet)  VERTCON   
 DY0068  ___________________________________________________________________
 DY0068  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0068  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0068
 DY0068.The horizontal coordinates were scaled from a topographic map and have
 DY0068.an estimated accuracy of +/- 6 seconds.
 DY0068
 DY0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0068.The vertical order pertains to the NGVD 29 superseded value.
 DY0068
 DY0068.The geoid height was determined by GEOID03.
 DY0068
 DY0068;                    North         East    Units  Estimated Accuracy
 DY0068;SPC CA 5     -   539,750.    1,994,140.      MT  (+/- 180 meters Scaled)
 DY0068
 DY0068                          SUPERSEDED SURVEY CONTROL
 DY0068
 DY0068  NGVD 29 (??/??/92)   13.833  (m)           45.38   (f) ADJ UNCH    1 2
 DY0068
 DY0068.Superseded values are not recommended for survey control.
 DY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0068.See file dsdata.txt to determine how the superseded data were derived.
 DY0068
 DY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016469(NAD 83)
 DY0068_MARKER: DD = SURVEY DISK
 DY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0068_STAMPING: BM 176
 DY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0068+STABILITY: SURFACE MOTION
 DY0068
 DY0068  HISTORY     - Date     Condition        Report By
 DY0068  HISTORY     - UNK      MONUMENTED       CA-037
 DY0068  HISTORY     - 1946     GOOD             NGS
 DY0068  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0068  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 DY0068
 DY0068                          STATION DESCRIPTION
 DY0068
 DY0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0068'1 MI E FROM ARTESIA.
 DY0068'1.0 MILE EAST OF ARTESIA, AT THE INTERSECTION OF ORANGETHORPE
 DY0068'NOW SOUTH STREET AND BLOOMFIELD AVENUES, 86.5 FEET WEST OF THE
 DY0068'CENTERLINE OF BLOOMFIELD AVENUE, 24.9 FEET NORTH OF THE CENTERLINE
 DY0068'OF ORANGETHORPE AVENUE, 18.4 FEET WEST OF POWER POLE, 1.0 FOOT
 DY0068'LOWER THAN THE TOP OF THE PAVEMENT, SET IN THE TOP OF A CONCRETE
 DY0068'POST ABOUT 0.5 FOOT UNDERGROUND.  A LOS ANGELES COUNTY ROAD
 DY0068'DEPARTMENT STANDARD DISK, STAMPED BM 176.
 DY0068
 DY0068                          STATION RECOVERY (1961)
 DY0068
 DY0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0068'MARK NOT FOUND.
 DY0068
 DY0068                          STATION RECOVERY (2004)
 DY0068
 DY0068'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0611 ***********************************************************************
 JS0611  DESIGNATION -  176 M USGS
 JS0611  PID         -  JS0611
 JS0611  STATE/COUNTY-  CA/EL DORADO
 JS0611  USGS QUAD   -  SLATE MTN (1973)
 JS0611
 JS0611                         *CURRENT SURVEY CONTROL
 JS0611  ___________________________________________________________________
 JS0611* NAD 83(1986)-  38 51 50.     (N)    120 38 36.     (W)     SCALED    
 JS0611* NAVD 88     -      1245.65   (+/-2cm)    4086.8    (feet)  VERTCON   
 JS0611  ___________________________________________________________________
 JS0611  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JS0611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0611
 JS0611.The horizontal coordinates were scaled from a topographic map and have
 JS0611.an estimated accuracy of +/- 6 seconds.
 JS0611
 JS0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0611.The vertical order pertains to the NGVD 29 superseded value.
 JS0611
 JS0611.The geoid height was determined by GEOID03.
 JS0611
 JS0611;                    North         East    Units  Estimated Accuracy
 JS0611;SPC CA 2     -   633,780.    2,117,730.      MT  (+/- 180 meters Scaled)
 JS0611
 JS0611                          SUPERSEDED SURVEY CONTROL
 JS0611
 JS0611  NGVD 29 (??/??/92) 1244.732  (m)         4083.76   (f) ADJ UNCH    2 0
 JS0611
 JS0611.Superseded values are not recommended for survey control.
 JS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0611.See file dsdata.txt to determine how the superseded data were derived.
 JS0611
 JS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ044043(NAD 83)
 JS0611_MARKER: DD = SURVEY DISK
 JS0611_SETTING: 80 = SET IN A BOULDER
 JS0611_SP_SET: BOULDER
 JS0611_STAMPING: 176 M 1933 4083
 JS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0611+STABILITY: SURFACE MOTION
 JS0611
 JS0611  HISTORY     - Date     Condition        Report By
 JS0611  HISTORY     - 1933     MONUMENTED       USGS
 JS0611  HISTORY     - 1948     GOOD             NGS
 JS0611
 JS0611                          STATION DESCRIPTION
 JS0611
 JS0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0611'18.5 MI NE FROM PLACERVILLE.
 JS0611'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0611'PLACERVILLE, THENCE 18 MILES NORTHEAST ALONG THE MOSQUITO-PINO
 JS0611'GRANDE ROAD, ABOUT 46 YARDS NORTHWEST OF THE CENTER LINE OF THE
 JS0611'ROAD, ON THE SOUTHEAST SLOPE OF A HILL, ABOUT 40 FEET ABOVE THE
 JS0611'SURFACE OF THE ROAD, SET IN THE TOP OF A BOULDER OF A GROUP OF
 JS0611'BOULDERS PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  NOTE-- IN
 JS0611'NOVEMBER 1950, USGS RECOVERED THIS MARK 1.6 MILES SOUTHWEST OF
 JS0611'PINO GRANDE, AT THE TOP OF A HILL, ABOUT 200 FEET NORTHWEST OF
 JS0611'THE ROAD, AND IN A LARGE BOULDER (ONE OF A GROUP).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0537 ***********************************************************************
 JS0537  DESIGNATION -  1766 USGS
 JS0537  PID         -  JS0537
 JS0537  STATE/COUNTY-  CA/EL DORADO
 JS0537  USGS QUAD   -  GREENWOOD (1973)
 JS0537
 JS0537                         *CURRENT SURVEY CONTROL
 JS0537  ___________________________________________________________________
 JS0537* NAD 83(1986)-  38 53 51.     (N)    120 53 31.     (W)     SCALED    
 JS0537* NAVD 88     -       539.03   (+/-2cm)    1768.5    (feet)  VERTCON   
 JS0537  ___________________________________________________________________
 JS0537  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 JS0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0537
 JS0537.The horizontal coordinates were scaled from a topographic map and have
 JS0537.an estimated accuracy of +/- 6 seconds.
 JS0537
 JS0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0537.The vertical order pertains to the NGVD 29 superseded value.
 JS0537
 JS0537.The geoid height was determined by GEOID03.
 JS0537
 JS0537;                    North         East    Units  Estimated Accuracy
 JS0537;SPC CA 2     -   637,220.    2,096,120.      MT  (+/- 180 meters Scaled)
 JS0537
 JS0537                          SUPERSEDED SURVEY CONTROL
 JS0537
 JS0537  NGVD 29 (??/??/92)  538.205  (m)         1765.76   (f) ADJ UNCH    2 0
 JS0537
 JS0537.Superseded values are not recommended for survey control.
 JS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0537.See file dsdata.txt to determine how the superseded data were derived.
 JS0537
 JS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ828075(NAD 83)
 JS0537_MARKER: Q = CHISELED SQUARE
 JS0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0537_SP_SET: BRIDGE WALL
 JS0537_STAMPING: 1948
 JS0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0537
 JS0537  HISTORY     - Date     Condition        Report By
 JS0537  HISTORY     - 1948     MONUMENTED       USGS
 JS0537  HISTORY     - 1948     GOOD             NGS
 JS0537
 JS0537                          STATION DESCRIPTION
 JS0537
 JS0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0537'4 MI SW FROM GEORGETOWN.
 JS0537'4.0 MILES SOUTHWEST ALONG THE ROAD TO COOL FROM THE POST OFFICE
 JS0537'AT GEORGETOWN, 1.3 MILES NORTHEAST OF GREENWOOD, 12 FEET SOUTHWEST
 JS0537'OF THE CENTER LINE OF THE ROAD, ON THE TOP OF THE SOUTHEAST
 JS0537'WING WALL OF A CONCRETE BRIDGE OVER STREAM, AND ABOUT 1/2 FOOT
 JS0537'ABOVE THE ROAD SURFACE, CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3902 ***********************************************************************
 HS3902  DESIGNATION -  177 A CO
 HS3902  PID         -  HS3902
 HS3902  STATE/COUNTY-  CA/ALAMEDA
 HS3902  USGS QUAD   -  CEDAR MTN (1994)
 HS3902
 HS3902                         *CURRENT SURVEY CONTROL
 HS3902  ___________________________________________________________________
 HS3902* NAD 83(1986)-  37 33 12.     (N)    121 34 21.     (W)     SCALED    
 HS3902* NAVD 88     -       627.61   (+/-2cm)    2059.1    (feet)  VERTCON   
 HS3902  ___________________________________________________________________
 HS3902  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HS3902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3902
 HS3902.The horizontal coordinates were scaled from a topographic map and have
 HS3902.an estimated accuracy of +/- 6 seconds.
 HS3902
 HS3902.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3902.The vertical order pertains to the NGVD 29 superseded value.
 HS3902
 HS3902.The geoid height was determined by GEOID03.
 HS3902
 HS3902;                    North         East    Units  Estimated Accuracy
 HS3902;SPC CA 3     -   617,440.    1,905,240.      MT  (+/- 180 meters Scaled)
 HS3902
 HS3902                          SUPERSEDED SURVEY CONTROL
 HS3902
 HS3902  NGVD 29 (??/??/92)  626.738  (m)         2056.22   (f) ADJ UNCH    2 0
 HS3902
 HS3902.Superseded values are not recommended for survey control.
 HS3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3902.See file dsdata.txt to determine how the superseded data were derived.
 HS3902
 HS3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG260572(NAD 83)
 HS3902_MARKER: DD = SURVEY DISK
 HS3902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3902_SP_SET: BRIDGE
 HS3902_STAMPING: 177
 HS3902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3902
 HS3902  HISTORY     - Date     Condition        Report By
 HS3902  HISTORY     - UNK      MONUMENTED       CA-001
 HS3902  HISTORY     - 1961     GOOD             NGS
 HS3902
 HS3902                          STATION DESCRIPTION
 HS3902
 HS3902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3902'16.6 MI SE FROM LIVERMORE.
 HS3902'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3902'LIVERMORE, THENCE 14.35 MILES SOUTHEAST ALONG MINES ROAD, IN
 HS3902'TOP OF THE EAST END OF THE SOUTHWEST CONCRETE WING WALL OF BRIDGE
 HS3902'14.85 OVER ARROYO MUCHO, 17 FEET WEST OF THE CENTER LINE OF THE
 HS3902'ROAD, 0.4 FOOT WEST OF THE EAST END OF THE WING WALL, AND ABOUT
 HS3902'LEVEL WITH THE ROAD.  NOTE-- THE DISK IS SLANTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1544 ***********************************************************************
 FU1544  DESIGNATION -  177 DWR
 FU1544  PID         -  FU1544
 FU1544  STATE/COUNTY-  CA/KERN
 FU1544  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1544
 FU1544                         *CURRENT SURVEY CONTROL
 FU1544  ___________________________________________________________________
 FU1544* NAD 83(1986)-  35 20 45.     (N)    119 28 09.     (W)     SCALED    
 FU1544* NAVD 88     -        95.54   (+/-2cm)     313.5    (feet)  VERTCON   
 FU1544  ___________________________________________________________________
 FU1544  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 FU1544  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1544
 FU1544.The horizontal coordinates were scaled from a topographic map and have
 FU1544.an estimated accuracy of +/- 6 seconds.
 FU1544
 FU1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1544.The vertical order pertains to the NGVD 29 superseded value.
 FU1544
 FU1544.The geoid height was determined by GEOID03.
 FU1544
 FU1544;                    North         East    Units  Estimated Accuracy
 FU1544;SPC CA 5     -   705,730.    1,866,460.      MT  (+/- 180 meters Scaled)
 FU1544
 FU1544                          SUPERSEDED SURVEY CONTROL
 FU1544
 FU1544  NGVD 29 (??/??/92)   94.716  (m)          310.75   (f) ADJ UNCH    1 1
 FU1544
 FU1544.Superseded values are not recommended for survey control.
 FU1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1544.See file dsdata.txt to determine how the superseded data were derived.
 FU1544
 FU1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV756141(NAD 83)
 FU1544_MARKER: P = PIPE CAP
 FU1544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1544_STAMPING: BM 177 1959
 FU1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1544
 FU1544  HISTORY     - Date     Condition        Report By
 FU1544  HISTORY     - 1959     MONUMENTED       CADWR
 FU1544  HISTORY     - 1975     GOOD             NGS
 FU1544
 FU1544                          STATION DESCRIPTION
 FU1544
 FU1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU1544'4.2 MI S FROM BUTTONWILLOW.
 FU1544'2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC
 FU1544'COMPANY RAILROAD STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST
 FU1544'ALONG BRIGHT ROAD, THENCE 1.7 MILES SOUTH ALONG ELK HILLS ROAD,
 FU1544'0.1 MILE SOUTH OF BENCH MARK MI. 229.71 A (DWR) 0.05 MILE SOUTH
 FU1544'OF A BRIDGE OVER THE CALIFORNIA AQUEDUCT, 215 FEET SOUTH OF
 FU1544'THE SOUTHWEST CORNER OF A BRIDGE, 80 FEET WEST OF THE CENTER
 FU1544'LINE OF THE ROAD, 162.2 FEET SOUTHEAST OF A FENCE CORNER OF THE
 FU1544'CALIFORNIA AQUEDUCT RIGHT OF WAY FENCE, 41.2 FEET SOUTH-SOUTHEAST
 FU1544'OF A 3-INCH IRON PIPE WHICH PROJECTS 4 FEET ABOVE THE GROUND,
 FU1544'2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 10 FEET LOWER
 FU1544'THAN THE ROAD, AND A CAP ON THE TOP OF A 1 1/2-INCH IRON PIPE
 FU1544'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SEC 2, T30S, R23E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0069 ***********************************************************************
 DY0069  DESIGNATION -  177 LACRD
 DY0069  PID         -  DY0069
 DY0069  STATE/COUNTY-  CA/LOS ANGELES
 DY0069  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0069
 DY0069                         *CURRENT SURVEY CONTROL
 DY0069  ___________________________________________________________________
 DY0069* NAD 83(1986)-  33 51 30.     (N)    118 03 48.     (W)     SCALED    
 DY0069* NAVD 88     -        14.71   (+/-2cm)      48.3    (feet)  VERTCON   
 DY0069  ___________________________________________________________________
 DY0069  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0069  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0069
 DY0069.The horizontal coordinates were scaled from a topographic map and have
 DY0069.an estimated accuracy of +/- 6 seconds.
 DY0069
 DY0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0069.The vertical order pertains to the NGVD 29 superseded value.
 DY0069
 DY0069.The geoid height was determined by GEOID03.
 DY0069
 DY0069;                    North         East    Units  Estimated Accuracy
 DY0069;SPC CA 5     -   539,750.    1,994,140.      MT  (+/- 180 meters Scaled)
 DY0069
 DY0069                          SUPERSEDED SURVEY CONTROL
 DY0069
 DY0069  NGVD 29 (??/??/92)   13.978  (m)           45.86   (f) ADJ UNCH    1 2
 DY0069
 DY0069.Superseded values are not recommended for survey control.
 DY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0069.See file dsdata.txt to determine how the superseded data were derived.
 DY0069
 DY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016469(NAD 83)
 DY0069_MARKER: DD = SURVEY DISK
 DY0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0069_STAMPING: BM 177
 DY0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0069+STABILITY: SURFACE MOTION
 DY0069
 DY0069  HISTORY     - Date     Condition        Report By
 DY0069  HISTORY     - UNK      MONUMENTED       CA-037
 DY0069  HISTORY     - 1946     GOOD             NGS
 DY0069  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0069  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 DY0069
 DY0069                          STATION DESCRIPTION
 DY0069
 DY0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0069'1 MI E FROM ARTESIA.
 DY0069'1.0 MILE EAST OF ARTESIA, AT THE INTERSECTION OF ORANGETHORPE
 DY0069'NOW SOUTH STREET AND BLOOMFIELD AVENUES, 88.5 FEET WEST OF THE
 DY0069'CENTERLINE OF BLOOMFIELD AVENUE, 16.1 FEET SOUTH OF THE CENTERLINE
 DY0069'OF ORANGETHORPE AVENUE, 1.2 FEET SOUTH OF THE SOUTH EDGE OF
 DY0069'THE PAVEMENT OF ORANGETHORPE AVENUE, SET IN THE TOP OF A CONCRETE
 DY0069'POST 0.5 FOOT LOWER THAN THE LEVEL OF THE HIGHWAY.  A LOS ANGELES
 DY0069'COUNTY ROAD DEPARTMENT STANDARD DISK, STAMPED BM 177.
 DY0069
 DY0069                          STATION RECOVERY (1961)
 DY0069
 DY0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0069'MARK NOT FOUND.
 DY0069
 DY0069                          STATION RECOVERY (2004)
 DY0069
 DY0069'RECOVERY NOTE BY US POWER SQUADRON 2004
 DY0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0613 ***********************************************************************
 JS0613  DESIGNATION -  177 M USGS
 JS0613  PID         -  JS0613
 JS0613  STATE/COUNTY-  CA/EL DORADO
 JS0613  USGS QUAD   -  SLATE MTN (1973)
 JS0613
 JS0613                         *CURRENT SURVEY CONTROL
 JS0613  ___________________________________________________________________
 JS0613* NAD 83(1986)-  38 52 12.     (N)    120 37 34.     (W)     SCALED    
 JS0613* NAVD 88     -      1228.38   (+/-2cm)    4030.1    (feet)  VERTCON   
 JS0613  ___________________________________________________________________
 JS0613  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 JS0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0613
 JS0613.The horizontal coordinates were scaled from a topographic map and have
 JS0613.an estimated accuracy of +/- 6 seconds.
 JS0613
 JS0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0613.The vertical order pertains to the NGVD 29 superseded value.
 JS0613
 JS0613.The geoid height was determined by GEOID03.
 JS0613
 JS0613;                    North         East    Units  Estimated Accuracy
 JS0613;SPC CA 2     -   634,480.    2,119,220.      MT  (+/- 180 meters Scaled)
 JS0613
 JS0613                          SUPERSEDED SURVEY CONTROL
 JS0613
 JS0613  NGVD 29 (??/??/92) 1227.451  (m)         4027.06   (f) ADJ UNCH    2 0
 JS0613
 JS0613.Superseded values are not recommended for survey control.
 JS0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0613.See file dsdata.txt to determine how the superseded data were derived.
 JS0613
 JS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ059050(NAD 83)
 JS0613_MARKER: DD = SURVEY DISK
 JS0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0613_STAMPING: 177 M 1933 4027
 JS0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0613+STABILITY: SURFACE MOTION
 JS0613
 JS0613  HISTORY     - Date     Condition        Report By
 JS0613  HISTORY     - 1933     MONUMENTED       USGS
 JS0613  HISTORY     - 1948     GOOD             NGS
 JS0613
 JS0613                          STATION DESCRIPTION
 JS0613
 JS0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0613'19.8 MI NE FROM PLACERVILLE.
 JS0613'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0613'PLACERVILLE, THENCE 19.3 MILES NORTHEAST ALONG THE MOSQUITO-PINO
 JS0613'GRANDE ROAD, 65.6 FEET NORTH OF THE NORTHEAST END OF A MACHINE
 JS0613'SHOP AT PINO GRANDE, 23 FEET SOUTHEAST OF THE CENTER OF A
 JS0613'T-INTERSECTION, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JS0613'3.6 FEET EAST OF SIGN, PLACERVILLE 26, UNCLE TOMS CABIN 12,
 JS0613'GEORGETOWN 19, ABOUT 2 FEET BELOW THE SURFACE OF THE ROAD, AND
 JS0613'1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST, SET IN THE TOP
 JS0613'OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3589 ***********************************************************************
 HT3589  DESIGNATION -  177 RESET
 HT3589  PID         -  HT3589
 HT3589  STATE/COUNTY-  CA/SANTA CRUZ
 HT3589  USGS QUAD   -  FELTON (1991)
 HT3589
 HT3589                         *CURRENT SURVEY CONTROL
 HT3589  ___________________________________________________________________
 HT3589* NAD 83(1986)-  37 05 20.     (N)    122 05 18.     (W)     SCALED    
 HT3589* NAVD 88     -        97.340  (meters)     319.36   (feet)  ADJUSTED  
 HT3589  ___________________________________________________________________
 HT3589  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HT3589  DYNAMIC HT  -          97.269 (meters)     319.12  (feet)  COMP
 HT3589  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HT3589
 HT3589  VERT ORDER  -  FIRST     CLASS II
 HT3589
 HT3589.The horizontal coordinates were scaled from a topographic map and have
 HT3589.an estimated accuracy of +/- 6 seconds.
 HT3589
 HT3589.The orthometric height was determined by differential leveling
 HT3589.and adjusted in February 1993.
 HT3589
 HT3589.The geoid height was determined by GEOID03.
 HT3589
 HT3589.The dynamic height is computed by dividing the NAVD 88
 HT3589.geopotential number by the normal gravity value computed on the
 HT3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3589.degrees latitude (g = 980.6199 gals.).
 HT3589
 HT3589.The modeled gravity was interpolated from observed gravity values.
 HT3589
 HT3589;                    North         East    Units  Estimated Accuracy
 HT3589;SPC CA 3     -   566,550.    1,858,790.      MT  (+/- 180 meters Scaled)
 HT3589
 HT3589                          SUPERSEDED SURVEY CONTROL
 HT3589
 HT3589  NGVD 29 (10/21/93)   96.505  (m)          316.62   (f) ADJUSTED    1 2
 HT3589
 HT3589.Superseded values are not recommended for survey control.
 HT3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3589.See file dsdata.txt to determine how the superseded data were derived.
 HT3589
 HT3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG810051(NAD 83)
 HT3589_MARKER: DD = SURVEY DISK
 HT3589_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3589_SP_SET: SIDEWALK
 HT3589_MARK LOGO: CA-087
 HT3589_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3589+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3589
 HT3589  HISTORY     - Date     Condition        Report By
 HT3589  HISTORY     - UNK      MONUMENTED       CA-087
 HT3589  HISTORY     - 19900425 GOOD             NGS
 HT3589
 HT3589                          STATION DESCRIPTION
 HT3589
 HT3589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3589'IN BEN LOMOND, AT THE INTERSECTION OF STATE HIGHWAY 9 - GLEN ARBOR
 HT3589'ROAD - AND LOVE CREEK ROAD, A 1-1/4 INCH IRON PIPE SET FLUSH IN A
 HT3589'SIDEWALK, 11.8 M (38.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.5
 HT3589'M (24.6 FT) SOUTH OF THE CENTERLINE OF GLEN ARBOR ROAD, AND 0.6 M
 HT3589'(2.0 FT) SOUTHWEST OF A STEP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2108 ***********************************************************************
 HS2108  DESIGNATION -  177 USGS
 HS2108  PID         -  HS2108
 HS2108  STATE/COUNTY-  CA/STANISLAUS
 HS2108  USGS QUAD   -  BACHELOR VALLEY (1987)
 HS2108
 HS2108                         *CURRENT SURVEY CONTROL
 HS2108  ___________________________________________________________________
 HS2108* NAD 83(1986)-  37 53 36.     (N)    120 50 50.     (W)     SCALED    
 HS2108* NAVD 88     -        54.75   (+/-2cm)     179.6    (feet)  VERTCON   
 HS2108  ___________________________________________________________________
 HS2108  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HS2108  VERT ORDER  -  THIRD (See Below)
 HS2108
 HS2108.The horizontal coordinates were scaled from a topographic map and have
 HS2108.an estimated accuracy of +/- 6 seconds.
 HS2108
 HS2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2108.The vertical order pertains to the NGVD 29 superseded value.
 HS2108
 HS2108.The geoid height was determined by GEOID03.
 HS2108
 HS2108;                    North         East    Units  Estimated Accuracy
 HS2108;SPC CA 3     -   654,690.    1,969,460.      MT  (+/- 180 meters Scaled)
 HS2108
 HS2108                          SUPERSEDED SURVEY CONTROL
 HS2108
 HS2108  NGVD 29 (??/??/??)   54.01   (m)          177.2    (f) RESET       3  
 HS2108
 HS2108.Superseded values are not recommended for survey control.
 HS2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2108.See file dsdata.txt to determine how the superseded data were derived.
 HS2108
 HS2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG892961(NAD 83)
 HS2108_MARKER: DD = SURVEY DISK
 HS2108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2108_SP_SET: CONCRETE PLATFORM
 HS2108_STAMPING: 177 1915
 HS2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2108
 HS2108  HISTORY     - Date     Condition        Report By
 HS2108  HISTORY     - 1915     MONUMENTED       USGS
 HS2108  HISTORY     - 1958     GOOD             NGS
 HS2108  HISTORY     - 1963     GOOD             NGS
 HS2108
 HS2108                          STATION DESCRIPTION
 HS2108
 HS2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2108'11.5 MI NW FROM KNIGHTS FERRY.
 HS2108'11.5 MILES NORTHWEST ALONG SONORA ROAD FROM THE POST OFFICE
 HS2108'AT KNIGHTS FERRY, IN R 10 E, T 1 N, S 35, AT THE JUNCTION OF
 HS2108'MILTON ROAD NORTH, AT THE ABANDONED STORE BUILDING AT EUGENE,
 HS2108'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE PLATFORM
 HS2108'FOR THE EAST ENTRANCE TO THE BUILDING, 97 FEET NORTH OF THE
 HS2108'CENTER LINE OF SONORA ROAD, 30 FEET WEST OF THE CENTER LINE OF
 HS2108'MILTON ROAD, 0.3 FOOT EAST OF THE EAST WALL OF THE BUILDING, AND
 HS2108'ABOUT 1 FOOT HIGHER THAN THE ROADS.
 HS2108
 HS2108                          STATION RECOVERY (1963)
 HS2108
 HS2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0531 ***********************************************************************
 KT0531  DESIGNATION -  177 USGS
 KT0531  PID         -  KT0531
 KT0531  STATE/COUNTY-  CA/COLUSA
 KT0531  USGS QUAD   -  SITES (1973)
 KT0531
 KT0531                         *CURRENT SURVEY CONTROL
 KT0531  ___________________________________________________________________
 KT0531* NAD 83(1986)-  39 17 03.     (N)    122 17 41.     (W)     SCALED    
 KT0531* NAVD 88     -        54.88   (+/-2cm)     180.1    (feet)  VERTCON   
 KT0531  ___________________________________________________________________
 KT0531  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 KT0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0531
 KT0531.The horizontal coordinates were scaled from a topographic map and have
 KT0531.an estimated accuracy of +/- 6 seconds.
 KT0531
 KT0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0531.The vertical order pertains to the NGVD 29 superseded value.
 KT0531
 KT0531.The geoid height was determined by GEOID03.
 KT0531
 KT0531;                    North         East    Units  Estimated Accuracy
 KT0531;SPC CA 2     -   679,590.    1,974,570.      MT  (+/- 180 meters Scaled)
 KT0531
 KT0531                          SUPERSEDED SURVEY CONTROL
 KT0531
 KT0531  NGVD 29 (??/??/92)   54.108  (m)          177.52   (f) ADJ UNCH    2 0
 KT0531
 KT0531.Superseded values are not recommended for survey control.
 KT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0531.See file dsdata.txt to determine how the superseded data were derived.
 KT0531
 KT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ608485(NAD 83)
 KT0531_MARKER: Q = CHISELED SQUARE
 KT0531_SETTING: 80 = SET IN A BOULDER
 KT0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0531+STABILITY: SURFACE MOTION
 KT0531
 KT0531  HISTORY     - Date     Condition        Report By
 KT0531  HISTORY     - UNK      MONUMENTED       USGS
 KT0531  HISTORY     - 1935     GOOD             NGS
 KT0531
 KT0531                          STATION DESCRIPTION
 KT0531
 KT0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0531'5.6 MI W FROM MAXWELL.
 KT0531'5.6 MILES WEST ALONG THE LEESVILLE ROAD FROM MAXWELL, COLUSA
 KT0531'COUNTY, ABOUT 180 FEET NORTHWEST OF AN ANGLE IN A FENCE LINE,
 KT0531'ON THE SOUTHWEST EDGE OF THE RIGHT-OF-WAY, AND ON THE TOP OF
 KT0531'A LARGE FLAT BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0920 ***********************************************************************
 KT0920  DESIGNATION -  1770 USGS
 KT0920  PID         -  KT0920
 KT0920  STATE/COUNTY-  CA/MENDOCINO
 KT0920  USGS QUAD   -  DOS RIOS (1994)
 KT0920
 KT0920                         *CURRENT SURVEY CONTROL
 KT0920  ___________________________________________________________________
 KT0920* NAD 83(1986)-  39 44 14.     (N)    123 15 27.     (W)     SCALED    
 KT0920* NAVD 88     -       540.90   (+/-2cm)    1774.6    (feet)  VERTCON   
 KT0920  ___________________________________________________________________
 KT0920  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 KT0920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0920
 KT0920.The horizontal coordinates were scaled from a topographic map and have
 KT0920.an estimated accuracy of +/- 6 seconds.
 KT0920
 KT0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0920.The vertical order pertains to the NGVD 29 superseded value.
 KT0920
 KT0920.The geoid height was determined by GEOID03.
 KT0920
 KT0920;                    North         East    Units  Estimated Accuracy
 KT0920;SPC CA 2     -   730,600.    1,892,210.      MT  (+/- 180 meters Scaled)
 KT0920
 KT0920                          SUPERSEDED SURVEY CONTROL
 KT0920
 KT0920  NGVD 29 (??/??/92)  539.978  (m)         1771.58   (f) ADJ UNCH    2 0
 KT0920
 KT0920.Superseded values are not recommended for survey control.
 KT0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0920.See file dsdata.txt to determine how the superseded data were derived.
 KT0920
 KT0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ779986(NAD 83)
 KT0920_MARKER: S = SPIKE
 KT0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0920_SP_SET: TREE
 KT0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0920
 KT0920  HISTORY     - Date     Condition        Report By
 KT0920  HISTORY     - UNK      MONUMENTED       USGS
 KT0920  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT0920  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0920
 KT0920                          STATION DESCRIPTION
 KT0920
 KT0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0920'4.6 MI S FROM COVELO.
 KT0920'4.6 MILES SOUTH ALONG THE DOS RIOS ROAD FROM THE POST OFFICE
 KT0920'AT COVELO, MENDOCINO COUNTY, NEAR A WHITE WOODEN WITNESS POST,
 KT0920'AND IN THE ROOT OF A TREE.  AN IRON SPIKE.
 KT0920
 KT0920                          STATION RECOVERY (1966)
 KT0920
 KT0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0392 ***********************************************************************
 DW0392  DESIGNATION -  1774.648 MWDSC
 DW0392  PID         -  DW0392
 DW0392  STATE/COUNTY-  CA/RIVERSIDE
 DW0392  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0392
 DW0392                         *CURRENT SURVEY CONTROL
 DW0392  ___________________________________________________________________
 DW0392* NAD 83(1986)-  33 40 42.     (N)    115 51 20.     (W)     SCALED    
 DW0392* NAVD 88     -       541.53   (+/-2cm)    1776.7    (feet)  VERTCON   
 DW0392  ___________________________________________________________________
 DW0392  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0392  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0392
 DW0392.The horizontal coordinates were scaled from a topographic map and have
 DW0392.an estimated accuracy of +/- 6 seconds.
 DW0392
 DW0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0392.The vertical order pertains to the NGVD 29 superseded value.
 DW0392
 DW0392.The geoid height was determined by GEOID03.
 DW0392
 DW0392;                    North         East    Units  Estimated Accuracy
 DW0392;SPC CA 6     -   667,720.    2,036,580.      MT  (+/- 180 meters Scaled)
 DW0392
 DW0392                          SUPERSEDED SURVEY CONTROL
 DW0392
 DW0392  NGVD 29 (??/??/??)  540.818  (m)         1774.33   (f) ADJUSTED    1 1
 DW0392
 DW0392.Superseded values are not recommended for survey control.
 DW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0392.See file dsdata.txt to determine how the superseded data were derived.
 DW0392
 DW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT060270(NAD 83)
 DW0392_MARKER: DD = SURVEY DISK
 DW0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0392_SP_SET: WALL
 DW0392_STAMPING: 1774.648
 DW0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0392
 DW0392  HISTORY     - Date     Condition        Report By
 DW0392  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0392  HISTORY     - 1974     GOOD             NGS
 DW0392
 DW0392                          STATION DESCRIPTION
 DW0392
 DW0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0392'24.6 MI NE FROM MECCA.
 DW0392'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0392'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0392'THENCE 3.25 MILES WEST ALONG THE SOUTH SIDE OF THE COLORADO RIVER
 DW0392'AQUEDUCT, 41 FEET NORTH OF THE CENTER LINE OF ROAD, 33 FEET SOUTH
 DW0392'OF THE SOUTH BASE OF LEVEE, IN TOP OF THE CENTER OF THE EAST
 DW0392'CONCRETE WALL OF A 3 1/2 BY 9 1/2-FOOT CONCRETE STRUCTURE WITH
 DW0392'STEEL COVER AND ABOUT 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0390 ***********************************************************************
 DW0390  DESIGNATION -  1775.677 MWDSC
 DW0390  PID         -  DW0390
 DW0390  STATE/COUNTY-  CA/RIVERSIDE
 DW0390  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0390
 DW0390                         *CURRENT SURVEY CONTROL
 DW0390  ___________________________________________________________________
 DW0390* NAD 83(1986)-  33 40 53.     (N)    115 50 54.     (W)     SCALED    
 DW0390* NAVD 88     -       541.85   (+/-2cm)    1777.7    (feet)  VERTCON   
 DW0390  ___________________________________________________________________
 DW0390  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW0390  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0390
 DW0390.The horizontal coordinates were scaled from a topographic map and have
 DW0390.an estimated accuracy of +/- 6 seconds.
 DW0390
 DW0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0390.The vertical order pertains to the NGVD 29 superseded value.
 DW0390
 DW0390.The geoid height was determined by GEOID03.
 DW0390
 DW0390;                    North         East    Units  Estimated Accuracy
 DW0390;SPC CA 6     -   668,060.    2,037,250.      MT  (+/- 180 meters Scaled)
 DW0390
 DW0390                          SUPERSEDED SURVEY CONTROL
 DW0390
 DW0390  NGVD 29 (??/??/??)  541.131  (m)         1775.36   (f) ADJUSTED    1 1
 DW0390
 DW0390.Superseded values are not recommended for survey control.
 DW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0390.See file dsdata.txt to determine how the superseded data were derived.
 DW0390
 DW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT067274(NAD 83)
 DW0390_MARKER: DD = SURVEY DISK
 DW0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0390_SP_SET: WALL
 DW0390_STAMPING: 1775.677
 DW0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0390
 DW0390  HISTORY     - Date     Condition        Report By
 DW0390  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0390  HISTORY     - 1974     GOOD             NGS
 DW0390
 DW0390                          STATION DESCRIPTION
 DW0390
 DW0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0390'24.2 MI NE FROM MECCA.
 DW0390'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0390'HIGHWAY 111 AT MECCA, THENCE ABOUT 1.0 MILE NORTH ALONG PARK ROUTE
 DW0390'1, THENCE 2.85 MILES WEST ALONG THE SOUTH SIDE OF THE COLORADO
 DW0390'RIVER AQUEDUCT, 47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 DW0390'39 FEET SOUTHEAST OF THE BASE OF LEVEE, IN TOP OF THE CENTER OF
 DW0390'THE EAST CONCRETE WALL FOR 3 1/2 BY 9 1/2-FOOT CONCRETE STRUCTURE
 DW0390'NUMBER 139.21 WITH STEEL COVER AND ABOUT 0.2 FOOT ABOVE THE LEVEL
 DW0390'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0273 ***********************************************************************
 DX0273  DESIGNATION -  1776
 DX0273  PID         -  DX0273
 DX0273  STATE/COUNTY-  CA/SAN DIEGO
 DX0273  USGS QUAD   -  RAMONA (1988)
 DX0273
 DX0273                         *CURRENT SURVEY CONTROL
 DX0273  ___________________________________________________________________
 DX0273* NAD 83(1986)-  33 02 47.     (N)    116 49 30.     (W)     SCALED    
 DX0273* NAVD 88     -       542.35   (+/-2cm)    1779.4    (feet)  VERTCON   
 DX0273  ___________________________________________________________________
 DX0273  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DX0273  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0273
 DX0273.The horizontal coordinates were scaled from a topographic map and have
 DX0273.an estimated accuracy of +/- 6 seconds.
 DX0273
 DX0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0273.The vertical order pertains to the NGVD 29 superseded value.
 DX0273
 DX0273.The geoid height was determined by GEOID03.
 DX0273
 DX0273;                    North         East    Units  Estimated Accuracy
 DX0273;SPC CA 6     -   597,710.    1,946,300.      MT  (+/- 180 meters Scaled)
 DX0273
 DX0273                          SUPERSEDED SURVEY CONTROL
 DX0273
 DX0273  NGVD 29 (??/??/??)  541.684  (m)         1777.17   (f) ADJUSTED    1 2
 DX0273
 DX0273.Superseded values are not recommended for survey control.
 DX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0273.See file dsdata.txt to determine how the superseded data were derived.
 DX0273
 DX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS163564(NAD 83)
 DX0273_MARKER: P = PIPE CAP
 DX0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0273_STAMPING: 1776 T
 DX0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0273
 DX0273  HISTORY     - Date     Condition        Report By
 DX0273  HISTORY     - UNK      MONUMENTED       USGS
 DX0273  HISTORY     - 1956     MARK NOT FOUND   NGS
 DX0273  HISTORY     - 1960     MARK NOT FOUND   USGS
 DX0273
 DX0273                          STATION DESCRIPTION
 DX0273
 DX0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0273'2.5 MI NE FROM RAMONA.
 DX0273'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM RAMONA, AT A FORK
 DX0273'IN THE HIGHWAY, JUST BEYOND THE SUMMIT OF A HILL, AND SOUTH OF
 DX0273'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DX0273'STAMPED 1776 T AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DX0273
 DX0273                          STATION RECOVERY (1960)
 DX0273
 DX0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DX0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0389 ***********************************************************************
 DW0389  DESIGNATION -  1777.859 MWDSC
 DW0389  PID         -  DW0389
 DW0389  STATE/COUNTY-  CA/RIVERSIDE
 DW0389  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0389
 DW0389                         *CURRENT SURVEY CONTROL
 DW0389  ___________________________________________________________________
 DW0389* NAD 83(1986)-  33 40 56.     (N)    115 50 12.     (W)     SCALED    
 DW0389* NAVD 88     -       542.52   (+/-2cm)    1779.9    (feet)  VERTCON   
 DW0389  ___________________________________________________________________
 DW0389  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DW0389  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0389
 DW0389.The horizontal coordinates were scaled from a topographic map and have
 DW0389.an estimated accuracy of +/- 6 seconds.
 DW0389
 DW0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0389.The vertical order pertains to the NGVD 29 superseded value.
 DW0389
 DW0389.The geoid height was determined by GEOID03.
 DW0389
 DW0389;                    North         East    Units  Estimated Accuracy
 DW0389;SPC CA 6     -   668,160.    2,038,330.      MT  (+/- 180 meters Scaled)
 DW0389
 DW0389                          SUPERSEDED SURVEY CONTROL
 DW0389
 DW0389  NGVD 29 (??/??/??)  541.798  (m)         1777.55   (f) ADJUSTED    1 1
 DW0389
 DW0389.Superseded values are not recommended for survey control.
 DW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0389.See file dsdata.txt to determine how the superseded data were derived.
 DW0389
 DW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT078275(NAD 83)
 DW0389_MARKER: DD = SURVEY DISK
 DW0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0389_SP_SET: WALL
 DW0389_STAMPING: 1777.859
 DW0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0389
 DW0389  HISTORY     - Date     Condition        Report By
 DW0389  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0389  HISTORY     - 1974     GOOD             NGS
 DW0389
 DW0389                          STATION DESCRIPTION
 DW0389
 DW0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0389'23.4 MI NE FROM MECCA.
 DW0389'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0389'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0389'THENCE 2.1 MILES WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0389'THE COLORADO RIVER AQUEDUCT, 43 FEET NORTH OF THE CENTER LINE OF
 DW0389'THE ROAD, 46 FEET SOUTH OF THE BASE OF LEVEE, IN TOP OF THE
 DW0389'CENTER OF THE EAST CONCRETE WALL OF A 3 1/2 BY 9 1/2-FOOT
 DW0389'CONCRETE STRUCTURE WITH STEEL COVER AND ABOUT 1/2 FOOT ABOVE
 DW0389'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0388 ***********************************************************************
 DW0388  DESIGNATION -  1778.814 MWDSC
 DW0388  PID         -  DW0388
 DW0388  STATE/COUNTY-  CA/RIVERSIDE
 DW0388  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0388
 DW0388                         *CURRENT SURVEY CONTROL
 DW0388  ___________________________________________________________________
 DW0388* NAD 83(1986)-  33 40 44.     (N)    115 49 48.     (W)     SCALED    
 DW0388* NAVD 88     -       542.81   (+/-2cm)    1780.9    (feet)  VERTCON   
 DW0388  ___________________________________________________________________
 DW0388  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW0388  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0388
 DW0388.The horizontal coordinates were scaled from a topographic map and have
 DW0388.an estimated accuracy of +/- 6 seconds.
 DW0388
 DW0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0388.The vertical order pertains to the NGVD 29 superseded value.
 DW0388
 DW0388.The geoid height was determined by GEOID03.
 DW0388
 DW0388;                    North         East    Units  Estimated Accuracy
 DW0388;SPC CA 6     -   667,790.    2,038,950.      MT  (+/- 180 meters Scaled)
 DW0388
 DW0388                          SUPERSEDED SURVEY CONTROL
 DW0388
 DW0388  NGVD 29 (??/??/??)  542.087  (m)         1778.50   (f) ADJUSTED    1 1
 DW0388
 DW0388.Superseded values are not recommended for survey control.
 DW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0388.See file dsdata.txt to determine how the superseded data were derived.
 DW0388
 DW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT084271(NAD 83)
 DW0388_MARKER: DD = SURVEY DISK
 DW0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0388_SP_SET: WALL
 DW0388_STAMPING: 1778.814
 DW0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0388
 DW0388  HISTORY     - Date     Condition        Report By
 DW0388  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0388  HISTORY     - 1974     GOOD             NGS
 DW0388
 DW0388                          STATION DESCRIPTION
 DW0388
 DW0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0388'23.1 MI NE FROM MECCA.
 DW0388'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0388'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0388'THENCE 1.75 MILES WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE
 DW0388'OF THE COLORADO RIVER AQUEDUCT, 52 FEET NORTH OF THE CENTER LINE
 DW0388'OF ROAD, 39 FEET SOUTH OF THE BASE OF LEVEE, IN THE TOP OF THE
 DW0388'CENTER OF THE EAST CONCRETE WALL OF A 3 1/2 BY 9 1/2-FOOT
 DW0388'CONCRETE STRUCTURE WITH STEEL COVER AND ABOUT 1/2 FOOT ABOVE
 DW0388'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0386 ***********************************************************************
 DW0386  DESIGNATION -  1779.682 MWDSC
 DW0386  PID         -  DW0386
 DW0386  STATE/COUNTY-  CA/RIVERSIDE
 DW0386  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0386
 DW0386                         *CURRENT SURVEY CONTROL
 DW0386  ___________________________________________________________________
 DW0386* NAD 83(1986)-  33 40 45.     (N)    115 49 26.     (W)     SCALED    
 DW0386* NAVD 88     -       543.07   (+/-2cm)    1781.7    (feet)  VERTCON   
 DW0386  ___________________________________________________________________
 DW0386  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW0386  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0386
 DW0386.The horizontal coordinates were scaled from a topographic map and have
 DW0386.an estimated accuracy of +/- 6 seconds.
 DW0386
 DW0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0386.The vertical order pertains to the NGVD 29 superseded value.
 DW0386
 DW0386.The geoid height was determined by GEOID03.
 DW0386
 DW0386;                    North         East    Units  Estimated Accuracy
 DW0386;SPC CA 6     -   667,820.    2,039,510.      MT  (+/- 180 meters Scaled)
 DW0386
 DW0386                          SUPERSEDED SURVEY CONTROL
 DW0386
 DW0386  NGVD 29 (??/??/??)  542.349  (m)         1779.36   (f) ADJUSTED    1 1
 DW0386
 DW0386.Superseded values are not recommended for survey control.
 DW0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0386.See file dsdata.txt to determine how the superseded data were derived.
 DW0386
 DW0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT090272(NAD 83)
 DW0386_MARKER: DD = SURVEY DISK
 DW0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0386_SP_SET: WALL
 DW0386_STAMPING: 1779.682
 DW0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0386
 DW0386  HISTORY     - Date     Condition        Report By
 DW0386  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0386  HISTORY     - 1974     GOOD             NGS
 DW0386
 DW0386                          STATION DESCRIPTION
 DW0386
 DW0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0386'22.8 MI NE FROM MECCA.
 DW0386'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0386'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0386'THENCE 1.4 MILES WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0386'THE COLORADO RIVER AQUEDUCT, 43 FEET NORTH OF THE CENTER LINE
 DW0386'OF THE ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE WALL
 DW0386'OF 3 1/2 BY 9 1/2-FOOT CONCRETE STRUCTURE 137.71 WITH STEEL
 DW0386'COVERS, 4.9 FEET NORTH OF THE SOUTHEAST CORNER OF THE STRUCTURE,
 DW0386'ABOUT 1/2 FOOT HIGHER THAN THE GROUND, AND ABOUT 4 FEET HIGHER
 DW0386'THAN THE ROAD.  SECTION 3, T6S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3906 ***********************************************************************
 HS3906  DESIGNATION -  178 A A CO
 HS3906  PID         -  HS3906
 HS3906  STATE/COUNTY-  CA/ALAMEDA
 HS3906  USGS QUAD   -  CEDAR MTN (1994)
 HS3906
 HS3906                         *CURRENT SURVEY CONTROL
 HS3906  ___________________________________________________________________
 HS3906* NAD 83(1986)-  37 32 15.     (N)    121 33 53.     (W)     SCALED    
 HS3906* NAVD 88     -       654.61   (+/-2cm)    2147.7    (feet)  VERTCON   
 HS3906  ___________________________________________________________________
 HS3906  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HS3906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3906
 HS3906.The horizontal coordinates were scaled from a topographic map and have
 HS3906.an estimated accuracy of +/- 6 seconds.
 HS3906
 HS3906.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3906.The vertical order pertains to the NGVD 29 superseded value.
 HS3906
 HS3906.The geoid height was determined by GEOID03.
 HS3906
 HS3906;                    North         East    Units  Estimated Accuracy
 HS3906;SPC CA 3     -   615,680.    1,905,910.      MT  (+/- 180 meters Scaled)
 HS3906
 HS3906                          SUPERSEDED SURVEY CONTROL
 HS3906
 HS3906  NGVD 29 (??/??/92)  653.73   (m)         2144.8    (f) COMPUTED    2 0
 HS3906
 HS3906.Superseded values are not recommended for survey control.
 HS3906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3906.See file dsdata.txt to determine how the superseded data were derived.
 HS3906
 HS3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG268554(NAD 83)
 HS3906_MARKER: DD = SURVEY DISK
 HS3906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3906_STAMPING: 178 A
 HS3906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3906+STABILITY: SURFACE MOTION
 HS3906
 HS3906  HISTORY     - Date     Condition        Report By
 HS3906  HISTORY     - UNK      MONUMENTED       CA-001
 HS3906  HISTORY     - 1961     GOOD             NGS
 HS3906
 HS3906                          STATION DESCRIPTION
 HS3906
 HS3906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3906'18 MI SE FROM LIVERMORE.
 HS3906'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3906'LIVERMORE, THENCE 15.65 MILES SOUTHEAST ALONG MINES ROAD, 0.05
 HS3906'MILE SOUTHEAST OF A WOODEN BRIDGE OVER ARROYO MUCHO, AT THE
 HS3906'JUNCTION OF A DIM DIRT ROAD LEADING SOUTHWEST ACROSS THE CREEK,
 HS3906'131 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD NORTHEAST,
 HS3906'62 FEET SOUTHWEST OF THE CENTER LINE OF MINES ROAD, 19 FEET
 HS3906'NORTHWEST OF THE CENTER LINE OF THE DIM DIRT ROAD, 7 FEET NORTHWEST
 HS3906'OF A LARGE LONE OAK TREE, 1.0 FOOT SOUTHWEST OF A WITNESS POST,
 HS3906'ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 HS3906'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3904 ***********************************************************************
 HS3904  DESIGNATION -  178 A CO
 HS3904  PID         -  HS3904
 HS3904  STATE/COUNTY-  CA/ALAMEDA
 HS3904  USGS QUAD   -  CEDAR MTN (1994)
 HS3904
 HS3904                         *CURRENT SURVEY CONTROL
 HS3904  ___________________________________________________________________
 HS3904* NAD 83(1986)-  37 32 18.     (N)    121 33 55.     (W)     SCALED    
 HS3904* NAVD 88     -       654.95   (+/-2cm)    2148.8    (feet)  VERTCON   
 HS3904  ___________________________________________________________________
 HS3904  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 HS3904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3904
 HS3904.The horizontal coordinates were scaled from a topographic map and have
 HS3904.an estimated accuracy of +/- 6 seconds.
 HS3904
 HS3904.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3904.The vertical order pertains to the NGVD 29 superseded value.
 HS3904
 HS3904.The geoid height was determined by GEOID03.
 HS3904
 HS3904;                    North         East    Units  Estimated Accuracy
 HS3904;SPC CA 3     -   615,770.    1,905,860.      MT  (+/- 180 meters Scaled)
 HS3904
 HS3904                          SUPERSEDED SURVEY CONTROL
 HS3904
 HS3904  NGVD 29 (??/??/92)  654.065  (m)         2145.88   (f) ADJ UNCH    2 0
 HS3904
 HS3904.Superseded values are not recommended for survey control.
 HS3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3904.See file dsdata.txt to determine how the superseded data were derived.
 HS3904
 HS3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG267555(NAD 83)
 HS3904_MARKER: DD = SURVEY DISK
 HS3904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3904_SP_SET: ABUTMENT
 HS3904_STAMPING: 178
 HS3904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3904
 HS3904  HISTORY     - Date     Condition        Report By
 HS3904  HISTORY     - UNK      MONUMENTED       CA-001
 HS3904  HISTORY     - 1961     GOOD             NGS
 HS3904
 HS3904                          STATION DESCRIPTION
 HS3904
 HS3904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3904'17.9 MI SE FROM LIVERMORE.
 HS3904'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3904'LIVERMORE, THENCE 15.6 MILES SOUTHEAST ALONG MINES ROAD, IN TOP
 HS3904'OF THE NORTH END OF THE NORTHWEST CONCRETE ABUTMENT OF WOODEN
 HS3904'BRIDGE 16.10 OVER ARROYO MUCHO, 11 FEET NORTHEAST OF THE CENTER
 HS3904'LINE OF THE ROAD, 3.0 FEET NORTHWEST OF THE NORTHWEST END OF THE
 HS3904'NORTHEAST GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1551 ***********************************************************************
 FU1551  DESIGNATION -  178 DWR
 FU1551  PID         -  FU1551
 FU1551  STATE/COUNTY-  CA/KERN
 FU1551  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1551
 FU1551                         *CURRENT SURVEY CONTROL
 FU1551  ___________________________________________________________________
 FU1551* NAD 83(1986)-  35 20 23.     (N)    119 26 49.     (W)     SCALED    
 FU1551* NAVD 88     -        93.29   (+/-2cm)     306.1    (feet)  VERTCON   
 FU1551  ___________________________________________________________________
 FU1551  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 FU1551  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1551
 FU1551.The horizontal coordinates were scaled from a topographic map and have
 FU1551.an estimated accuracy of +/- 6 seconds.
 FU1551
 FU1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1551.The vertical order pertains to the NGVD 29 superseded value.
 FU1551
 FU1551.The geoid height was determined by GEOID03.
 FU1551
 FU1551;                    North         East    Units  Estimated Accuracy
 FU1551;SPC CA 5     -   705,020.    1,868,470.      MT  (+/- 180 meters Scaled)
 FU1551
 FU1551                          SUPERSEDED SURVEY CONTROL
 FU1551
 FU1551  NGVD 29 (??/??/92)   92.471  (m)          303.38   (f) ADJ UNCH    1 1
 FU1551
 FU1551.Superseded values are not recommended for survey control.
 FU1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1551.See file dsdata.txt to determine how the superseded data were derived.
 FU1551
 FU1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV776134(NAD 83)
 FU1551_MARKER: P = PIPE CAP
 FU1551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1551_STAMPING: R23E R24E T30S S1 S6 S12 S7 1924
 FU1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1551
 FU1551  HISTORY     - Date     Condition        Report By
 FU1551  HISTORY     - 1924     MONUMENTED       BLM
 FU1551  HISTORY     - 1968     GOOD             NGS
 FU1551
 FU1551                          STATION DESCRIPTION
 FU1551
 FU1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU1551'5.6 MI S FROM BUTTONWILLOW.
 FU1551'2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC
 FU1551'RAILROAD STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG
 FU1551'BRIGHT ROAD, THENCE 1.7 MILES SOUTH ALONG ELK HILLS ROAD, THENCE
 FU1551'0.9 MILE EAST-SOUTHEAST ALONG A DIRT ROAD, THENCE 0.45 MILE
 FU1551'SOUTHEAST ALONG THE NORTHEAST LEVEE ROAD OF THE CALIFORNIA
 FU1551'AQUEDUCT, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION
 FU1551'LINE, 55 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD,
 FU1551'9 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD NORTH, 47 1/2
 FU1551'FEET SOUTHEAST OF THE SOUTHEAST LEG OF A TOWER, 3.1 FEET NORTHEAST
 FU1551'OF A WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, AND ON THE
 FU1551'TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
 FU1551'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0064 ***********************************************************************
 DY0064  DESIGNATION -  178 LACRD
 DY0064  PID         -  DY0064
 DY0064  STATE/COUNTY-  CA/LOS ANGELES
 DY0064  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0064
 DY0064                         *CURRENT SURVEY CONTROL
 DY0064  ___________________________________________________________________
 DY0064* NAD 83(1986)-  33 50 45.     (N)    118 03 48.     (W)     SCALED    
 DY0064* NAVD 88     -        12.72   (+/-2cm)      41.7    (feet)  VERTCON   
 DY0064  ___________________________________________________________________
 DY0064  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY0064  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0064
 DY0064.The horizontal coordinates were scaled from a topographic map and have
 DY0064.an estimated accuracy of +/- 6 seconds.
 DY0064
 DY0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0064.The vertical order pertains to the NGVD 29 superseded value.
 DY0064
 DY0064.The geoid height was determined by GEOID03.
 DY0064
 DY0064;                    North         East    Units  Estimated Accuracy
 DY0064;SPC CA 5     -   538,360.    1,994,140.      MT  (+/- 180 meters Scaled)
 DY0064
 DY0064                          SUPERSEDED SURVEY CONTROL
 DY0064
 DY0064  NGVD 29 (??/??/92)   11.995  (m)           39.35   (f) ADJ UNCH    1 2
 DY0064
 DY0064.Superseded values are not recommended for survey control.
 DY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0064.See file dsdata.txt to determine how the superseded data were derived.
 DY0064
 DY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016455(NAD 83)
 DY0064_MARKER: DD = SURVEY DISK
 DY0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0064_STAMPING: 178
 DY0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0064+STABILITY: SURFACE MOTION
 DY0064
 DY0064  HISTORY     - Date     Condition        Report By
 DY0064  HISTORY     - UNK      MONUMENTED       CA-037
 DY0064  HISTORY     - 1946     GOOD             NGS
 DY0064  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0064
 DY0064                          STATION DESCRIPTION
 DY0064
 DY0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0064'1.9 MI SE FROM ARTESIA.
 DY0064'ABOUT 1.0 MILE EAST ALONG ORANGETHORPE AVENUE NOW SOUTH STREET
 DY0064'FROM ARTESIA, THENCE 0.9 MILE SOUTH ALONG BLOOMFIELD AVENUE,
 DY0064'AT THE INTERSECTION OF BLOOMFIELD AVENUE AND DEL AMO STREET,
 DY0064'87.6 FEET WEST OF THE CENTERLINE OF BLOOMFIELD AVENUE, 21.8 FEET
 DY0064'NORTH OF THE CENTERLINE OF DEL AMO STREET, 29.0 FEET EAST OF
 DY0064'POWER POLE NUMBER 339475 E, 2.8 FEET NORTH OF A WHITE 4 IN X 4 IN
 DY0064'REFERENCE WOODEN POST STENCILED USBM, AND, 1.0 FOOT BELOW THE
 DY0064'IMMEDIATE GROUND LEVEL.  A LOS ANGELES COUNTY ROAD DEPARTMENT
 DY0064'STANDARD DISK, STAMPED 178 AND SET IN THE TOP OF A CONCRETE POST.
 DY0064
 DY0064                          STATION RECOVERY (1961)
 DY0064
 DY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0385 ***********************************************************************
 DW0385  DESIGNATION -  1780.573 MWDSC
 DW0385  PID         -  DW0385
 DW0385  STATE/COUNTY-  CA/RIVERSIDE
 DW0385  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0385
 DW0385                         *CURRENT SURVEY CONTROL
 DW0385  ___________________________________________________________________
 DW0385* NAD 83(1986)-  33 40 44.     (N)    115 49 03.     (W)     SCALED    
 DW0385* NAVD 88     -       543.35   (+/-2cm)    1782.6    (feet)  VERTCON   
 DW0385  ___________________________________________________________________
 DW0385  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW0385  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0385
 DW0385.The horizontal coordinates were scaled from a topographic map and have
 DW0385.an estimated accuracy of +/- 6 seconds.
 DW0385
 DW0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0385.The vertical order pertains to the NGVD 29 superseded value.
 DW0385
 DW0385.The geoid height was determined by GEOID03.
 DW0385
 DW0385;                    North         East    Units  Estimated Accuracy
 DW0385;SPC CA 6     -   667,800.    2,040,110.      MT  (+/- 180 meters Scaled)
 DW0385
 DW0385                          SUPERSEDED SURVEY CONTROL
 DW0385
 DW0385  NGVD 29 (??/??/??)  542.627  (m)         1780.27   (f) ADJUSTED    1 1
 DW0385
 DW0385.Superseded values are not recommended for survey control.
 DW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0385.See file dsdata.txt to determine how the superseded data were derived.
 DW0385
 DW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT096271(NAD 83)
 DW0385_MARKER: DD = SURVEY DISK
 DW0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0385_SP_SET: WALL
 DW0385_STAMPING: 1780.573
 DW0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0385
 DW0385  HISTORY     - Date     Condition        Report By
 DW0385  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0385  HISTORY     - 1974     GOOD             NGS
 DW0385
 DW0385                          STATION DESCRIPTION
 DW0385
 DW0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0385'22.4 MI NE FROM MECCA.
 DW0385'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0385'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0385'THENCE 1.0 MILE WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0385'THE COLORADO RIVER AQUEDUCT, 35 FEET NORTH OF THE CENTER LINE OF
 DW0385'THE ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE WALL OF
 DW0385'A 3 1/2 BY 9 1/2-FOOT CONCRETE STRUCTURE 137.33 WITH A STEEL
 DW0385'COVER, 4.9 FEET NORTH OF THE SOUTHEAST CORNER OF THE STRUCTURE,
 DW0385'ABOUT 4 FEET HIGHER THAN THE ROAD, AND ABOUT 1 FOOT HIGHER THAN
 DW0385'THE GROUND.  SECTION 3, T6S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0373 ***********************************************************************
 DW0373  DESIGNATION -  1781.429 MWDSC
 DW0373  PID         -  DW0373
 DW0373  STATE/COUNTY-  CA/RIVERSIDE
 DW0373  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0373
 DW0373                         *CURRENT SURVEY CONTROL
 DW0373  ___________________________________________________________________
 DW0373* NAD 83(1986)-  33 40 39.     (N)    115 48 42.     (W)     SCALED    
 DW0373* NAVD 88     -       543.61   (+/-2cm)    1783.5    (feet)  VERTCON   
 DW0373  ___________________________________________________________________
 DW0373  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW0373  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0373
 DW0373.The horizontal coordinates were scaled from a topographic map and have
 DW0373.an estimated accuracy of +/- 6 seconds.
 DW0373
 DW0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0373.The vertical order pertains to the NGVD 29 superseded value.
 DW0373
 DW0373.The geoid height was determined by GEOID03.
 DW0373
 DW0373;                    North         East    Units  Estimated Accuracy
 DW0373;SPC CA 6     -   667,640.    2,040,650.      MT  (+/- 180 meters Scaled)
 DW0373
 DW0373                          SUPERSEDED SURVEY CONTROL
 DW0373
 DW0373  NGVD 29 (??/??/??)  542.889  (m)         1781.13   (f) ADJUSTED    1 1
 DW0373
 DW0373.Superseded values are not recommended for survey control.
 DW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0373.See file dsdata.txt to determine how the superseded data were derived.
 DW0373
 DW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT101270(NAD 83)
 DW0373_MARKER: DD = SURVEY DISK
 DW0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0373_SP_SET: WALL
 DW0373_STAMPING: 1781.429
 DW0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0373
 DW0373  HISTORY     - Date     Condition        Report By
 DW0373  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0373  HISTORY     - 1974     GOOD             NGS
 DW0373
 DW0373                          STATION DESCRIPTION
 DW0373
 DW0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0373'22 MI NE FROM MECCA.
 DW0373'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0373'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0373'THENCE 0.6 MILE WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0373'THE COLORADO RIVER AQUEDUCT, 54 FEET NORTH OF THE CENTER LINE OF
 DW0373'THE ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE WALL OF
 DW0373'A 3 1/2 BY 9 1/2-FOOT CONCRETE STRUCTURE 136.95 WITH A STEEL
 DW0373'PLATE COVER, 4.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 DW0373'STRUCTURE, ABOUT 1 FOOT HIGHER THAN THE GROUND, AND ABOUT 3 1/2
 DW0373'FEET HIGHER THAN THE ROAD.  SECTION 2, T6S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0374 ***********************************************************************
 DW0374  DESIGNATION -  1782.314 MWDSC
 DW0374  PID         -  DW0374
 DW0374  STATE/COUNTY-  CA/RIVERSIDE
 DW0374  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0374
 DW0374                         *CURRENT SURVEY CONTROL
 DW0374  ___________________________________________________________________
 DW0374* NAD 83(1986)-  33 40 26.     (N)    115 48 18.     (W)     SCALED    
 DW0374* NAVD 88     -       543.88   (+/-2cm)    1784.4    (feet)  VERTCON   
 DW0374  ___________________________________________________________________
 DW0374  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0374  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0374
 DW0374.The horizontal coordinates were scaled from a topographic map and have
 DW0374.an estimated accuracy of +/- 6 seconds.
 DW0374
 DW0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0374.The vertical order pertains to the NGVD 29 superseded value.
 DW0374
 DW0374.The geoid height was determined by GEOID03.
 DW0374
 DW0374;                    North         East    Units  Estimated Accuracy
 DW0374;SPC CA 6     -   667,250.    2,041,270.      MT  (+/- 180 meters Scaled)
 DW0374
 DW0374                          SUPERSEDED SURVEY CONTROL
 DW0374
 DW0374  NGVD 29 (??/??/??)  543.159  (m)         1782.01   (f) ADJUSTED    1 1
 DW0374
 DW0374.Superseded values are not recommended for survey control.
 DW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0374.See file dsdata.txt to determine how the superseded data were derived.
 DW0374
 DW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT107266(NAD 83)
 DW0374_MARKER: DD = SURVEY DISK
 DW0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0374_SP_SET: WALL
 DW0374_STAMPING: 1782.314
 DW0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0374
 DW0374  HISTORY     - Date     Condition        Report By
 DW0374  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0374  HISTORY     - 1974     GOOD             NGS
 DW0374
 DW0374                          STATION DESCRIPTION
 DW0374
 DW0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0374'21.6 MI NE FROM MECCA.
 DW0374'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0374'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0374'THENCE 0.2 MILE WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0374'THE COLORADO RIVER AQUEDUCT, 50 FEET NORTH OF THE CENTER LINE OF
 DW0374'THE ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE WALL OF
 DW0374'A 3 1/2 BY 9 1/2-FOOT CONCRETE STRUCTURE 136.57 WITH A STEEL
 DW0374'PLATE COVER, 4.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 DW0374'STRUCTURE, ABOUT 1 FOOT HIGHER THAN THE GROUND, AND ABOUT 5 FEET
 DW0374'HIGHER THAN THE ROAD.  SECTION 2, T6S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1090 ***********************************************************************
 DW1090  DESIGNATION -  1784.006 MWDSC
 DW1090  PID         -  DW1090
 DW1090  STATE/COUNTY-  CA/RIVERSIDE
 DW1090  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1090
 DW1090                         *CURRENT SURVEY CONTROL
 DW1090  ___________________________________________________________________
 DW1090* NAD 83(1986)-  33 40 31.     (N)    115 47 34.     (W)     SCALED    
 DW1090* NAVD 88     -       544.425  (meters)    1786.17   (feet)  ADJUSTED  
 DW1090  ___________________________________________________________________
 DW1090  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW1090  DYNAMIC HT  -         543.778 (meters)    1784.05  (feet)  COMP
 DW1090  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 DW1090
 DW1090  VERT ORDER  -  FIRST     CLASS I
 DW1090
 DW1090.The horizontal coordinates were scaled from a topographic map and have
 DW1090.an estimated accuracy of +/- 6 seconds.
 DW1090
 DW1090.The orthometric height was determined by differential leveling
 DW1090.and adjusted in June 1991.
 DW1090
 DW1090.The geoid height was determined by GEOID03.
 DW1090
 DW1090.The dynamic height is computed by dividing the NAVD 88
 DW1090.geopotential number by the normal gravity value computed on the
 DW1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1090.degrees latitude (g = 980.6199 gals.).
 DW1090
 DW1090.The modeled gravity was interpolated from observed gravity values.
 DW1090
 DW1090;                    North         East    Units  Estimated Accuracy
 DW1090;SPC CA 6     -   667,400.    2,042,400.      MT  (+/- 180 meters Scaled)
 DW1090
 DW1090                          SUPERSEDED SURVEY CONTROL
 DW1090
 DW1090  NGVD 29 (??/??/92)  543.700  (m)         1783.79   (f) ADJ UNCH    1 1
 DW1090
 DW1090.Superseded values are not recommended for survey control.
 DW1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1090.See file dsdata.txt to determine how the superseded data were derived.
 DW1090
 DW1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT119268(NAD 83)
 DW1090_MARKER: DD = SURVEY DISK
 DW1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1090_SP_SET: HEAD WALL
 DW1090_STAMPING: 1784.006
 DW1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1090
 DW1090  HISTORY     - Date     Condition        Report By
 DW1090  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1090  HISTORY     - 1978     GOOD             NGS
 DW1090
 DW1090                          STATION DESCRIPTION
 DW1090
 DW1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1090'CHIRIACO.
 DW1090'0.55 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1090'SUMMIT, THENCE 4.4 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD, 0.5
 DW1090'MILE EAST OF THE JUNCTION OF COTTONWOOD SPRINGS ROAD IN TOP OF THE
 DW1090'EAST HEADWALL OF CONCRETE BOX 135.82, 53 FT. NORTH OF THE CENTER OF
 DW1090'THE ROAD, 77 FT. SOUTH OF A DIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1089 ***********************************************************************
 DW1089  DESIGNATION -  1784.933 MWDSC
 DW1089  PID         -  DW1089
 DW1089  STATE/COUNTY-  CA/RIVERSIDE
 DW1089  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1089
 DW1089                         *CURRENT SURVEY CONTROL
 DW1089  ___________________________________________________________________
 DW1089* NAD 83(1986)-  33 40 32.     (N)    115 47 11.     (W)     SCALED    
 DW1089* NAVD 88     -       544.708  (meters)    1787.10   (feet)  ADJUSTED  
 DW1089  ___________________________________________________________________
 DW1089  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW1089  DYNAMIC HT  -         544.061 (meters)    1784.97  (feet)  COMP
 DW1089  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 DW1089
 DW1089  VERT ORDER  -  FIRST     CLASS I
 DW1089
 DW1089.The horizontal coordinates were scaled from a topographic map and have
 DW1089.an estimated accuracy of +/- 6 seconds.
 DW1089
 DW1089.The orthometric height was determined by differential leveling
 DW1089.and adjusted in June 1991.
 DW1089
 DW1089.The geoid height was determined by GEOID03.
 DW1089
 DW1089.The dynamic height is computed by dividing the NAVD 88
 DW1089.geopotential number by the normal gravity value computed on the
 DW1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1089.degrees latitude (g = 980.6199 gals.).
 DW1089
 DW1089.The modeled gravity was interpolated from observed gravity values.
 DW1089
 DW1089;                    North         East    Units  Estimated Accuracy
 DW1089;SPC CA 6     -   667,440.    2,042,990.      MT  (+/- 180 meters Scaled)
 DW1089
 DW1089                          SUPERSEDED SURVEY CONTROL
 DW1089
 DW1089  NGVD 29 (??/??/92)  543.983  (m)         1784.72   (f) ADJ UNCH    1 1
 DW1089
 DW1089.Superseded values are not recommended for survey control.
 DW1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1089.See file dsdata.txt to determine how the superseded data were derived.
 DW1089
 DW1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT125268(NAD 83)
 DW1089_MARKER: DD = SURVEY DISK
 DW1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1089_SP_SET: HEAD WALL
 DW1089_STAMPING: 1784.933
 DW1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1089
 DW1089  HISTORY     - Date     Condition        Report By
 DW1089  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1089  HISTORY     - 1978     GOOD             NGS
 DW1089
 DW1089                          STATION DESCRIPTION
 DW1089
 DW1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1089'4.55 MI WEST FROM CHIRIACO SUMMIT.
 DW1089'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1089'SUMMIT THENCE 4.0 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD, 0.9 MILE
 DW1089'EAST OF THE JUNCTION OF COTTONWOOD SPRINGS ROAD, IN THE TOP OF THE
 DW1089'EAST HEADWALL OF CONCRETE BOX 135.44, 54 FT. NORTH OF THE CENTER OF
 DW1089'THE ROAD 85 FT. SOUTH OF A DIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1088 ***********************************************************************
 DW1088  DESIGNATION -  1785.733 MWDSC
 DW1088  PID         -  DW1088
 DW1088  STATE/COUNTY-  CA/RIVERSIDE
 DW1088  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1088
 DW1088                         *CURRENT SURVEY CONTROL
 DW1088  ___________________________________________________________________
 DW1088* NAD 83(1986)-  33 40 32.     (N)    115 46 47.     (W)     SCALED    
 DW1088* NAVD 88     -       544.959  (meters)    1787.92   (feet)  ADJUSTED  
 DW1088  ___________________________________________________________________
 DW1088  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW1088  DYNAMIC HT  -         544.311 (meters)    1785.79  (feet)  COMP
 DW1088  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 DW1088
 DW1088  VERT ORDER  -  FIRST     CLASS I
 DW1088
 DW1088.The horizontal coordinates were scaled from a topographic map and have
 DW1088.an estimated accuracy of +/- 6 seconds.
 DW1088
 DW1088.The orthometric height was determined by differential leveling
 DW1088.and adjusted in June 1991.
 DW1088
 DW1088.The geoid height was determined by GEOID03.
 DW1088
 DW1088.The dynamic height is computed by dividing the NAVD 88
 DW1088.geopotential number by the normal gravity value computed on the
 DW1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1088.degrees latitude (g = 980.6199 gals.).
 DW1088
 DW1088.The modeled gravity was interpolated from observed gravity values.
 DW1088
 DW1088;                    North         East    Units  Estimated Accuracy
 DW1088;SPC CA 6     -   667,440.    2,043,610.      MT  (+/- 180 meters Scaled)
 DW1088
 DW1088                          SUPERSEDED SURVEY CONTROL
 DW1088
 DW1088  NGVD 29 (??/??/92)  544.234  (m)         1785.54   (f) ADJ UNCH    1 1
 DW1088
 DW1088.Superseded values are not recommended for survey control.
 DW1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1088.See file dsdata.txt to determine how the superseded data were derived.
 DW1088
 DW1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT131268(NAD 83)
 DW1088_MARKER: DD = SURVEY DISK
 DW1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1088_SP_SET: HEAD WALL
 DW1088_STAMPING: 1785.733
 DW1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1088
 DW1088  HISTORY     - Date     Condition        Report By
 DW1088  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1088  HISTORY     - 1978     GOOD             NGS
 DW1088
 DW1088                          STATION DESCRIPTION
 DW1088
 DW1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1088'4.25 MI WEST FROM CHIRIACO SUMMIT.
 DW1088'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1088'SUMMIT, THENCE 3.7 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD, 1.2
 DW1088'MILES EAST OF THE JUNCTION OF COTTONWOOD SPRINGS ROAD, IN TOP OF THE
 DW1088'EAST HEADWALL OF A CONCRETE BOX 135.06, 53 FT. NORTH OF THE CENTER OF
 DW1088'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1087 ***********************************************************************
 DW1087  DESIGNATION -  1787.120 MWDSC
 DW1087  PID         -  DW1087
 DW1087  STATE/COUNTY-  CA/RIVERSIDE
 DW1087  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1087
 DW1087                         *CURRENT SURVEY CONTROL
 DW1087  ___________________________________________________________________
 DW1087* NAD 83(1986)-  33 40 31.     (N)    115 46 24.     (W)     SCALED    
 DW1087* NAVD 88     -       545.381  (meters)    1789.30   (feet)  ADJUSTED  
 DW1087  ___________________________________________________________________
 DW1087  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW1087  DYNAMIC HT  -         544.733 (meters)    1787.18  (feet)  COMP
 DW1087  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 DW1087
 DW1087  VERT ORDER  -  FIRST     CLASS I
 DW1087
 DW1087.The horizontal coordinates were scaled from a topographic map and have
 DW1087.an estimated accuracy of +/- 6 seconds.
 DW1087
 DW1087.The orthometric height was determined by differential leveling
 DW1087.and adjusted in June 1991.
 DW1087
 DW1087.The geoid height was determined by GEOID03.
 DW1087
 DW1087.The dynamic height is computed by dividing the NAVD 88
 DW1087.geopotential number by the normal gravity value computed on the
 DW1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1087.degrees latitude (g = 980.6199 gals.).
 DW1087
 DW1087.The modeled gravity was interpolated from observed gravity values.
 DW1087
 DW1087;                    North         East    Units  Estimated Accuracy
 DW1087;SPC CA 6     -   667,410.    2,044,200.      MT  (+/- 180 meters Scaled)
 DW1087
 DW1087                          SUPERSEDED SURVEY CONTROL
 DW1087
 DW1087  NGVD 29 (??/??/92)  544.657  (m)         1786.93   (f) ADJ UNCH    1 1
 DW1087
 DW1087.Superseded values are not recommended for survey control.
 DW1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1087.See file dsdata.txt to determine how the superseded data were derived.
 DW1087
 DW1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT137268(NAD 83)
 DW1087_MARKER: DD = SURVEY DISK
 DW1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1087_SP_SET: HEAD WALL
 DW1087_STAMPING: 1787.120
 DW1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1087
 DW1087  HISTORY     - Date     Condition        Report By
 DW1087  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1087  HISTORY     - 1978     GOOD             NGS
 DW1087
 DW1087                          STATION DESCRIPTION
 DW1087
 DW1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1087'5.85 MI WEST FROM CHIRIACO SUMMIT.
 DW1087'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1087'SUMMIT, THENCE 3.3 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD 1.6
 DW1087'MILES EAST OF THE JUNCTION OF COTTONWOOD ROAD IN TOP OF THE EAST
 DW1087'HEADWALL OF A CONCRETE BOX 134.68, 54 FT. NORTH OF THE CENTER OF THE
 DW1087'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1086 ***********************************************************************
 DW1086  DESIGNATION -  1787.828 MWDSC
 DW1086  PID         -  DW1086
 DW1086  STATE/COUNTY-  CA/RIVERSIDE
 DW1086  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1086
 DW1086                         *CURRENT SURVEY CONTROL
 DW1086  ___________________________________________________________________
 DW1086* NAD 83(1986)-  33 40 31.     (N)    115 45 57.     (W)     SCALED    
 DW1086* NAVD 88     -       545.591  (meters)    1789.99   (feet)  ADJUSTED  
 DW1086  ___________________________________________________________________
 DW1086  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW1086  DYNAMIC HT  -         544.944 (meters)    1787.87  (feet)  COMP
 DW1086  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 DW1086  OBS GRAVITY -     979,433.2   (mgal)                       GRAV_OBS
 DW1086
 DW1086  VERT ORDER  -  FIRST     CLASS I
 DW1086
 DW1086.The horizontal coordinates were scaled from a topographic map and have
 DW1086.an estimated accuracy of +/- 6 seconds.
 DW1086
 DW1086.The orthometric height was determined by differential leveling
 DW1086.and adjusted in June 1991.
 DW1086
 DW1086.The geoid height was determined by GEOID03.
 DW1086
 DW1086.The dynamic height is computed by dividing the NAVD 88
 DW1086.geopotential number by the normal gravity value computed on the
 DW1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1086.degrees latitude (g = 980.6199 gals.).
 DW1086
 DW1086.The modeled gravity was interpolated from observed gravity values.
 DW1086.The observed gravity was obtained from relative gravimeter ties
 DW1086.to the IGSN71 gravity network.
 DW1086
 DW1086;                    North         East    Units  Estimated Accuracy
 DW1086;SPC CA 6     -   667,420.    2,044,900.      MT  (+/- 180 meters Scaled)
 DW1086
 DW1086                          SUPERSEDED SURVEY CONTROL
 DW1086
 DW1086  NGVD 29 (??/??/92)  544.867  (m)         1787.62   (f) ADJ UNCH    1 1
 DW1086
 DW1086.Superseded values are not recommended for survey control.
 DW1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1086.See file dsdata.txt to determine how the superseded data were derived.
 DW1086
 DW1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT144268(NAD 83)
 DW1086_MARKER: DD = SURVEY DISK
 DW1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1086_SP_SET: HEAD WALL
 DW1086_STAMPING: 1787.828
 DW1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1086
 DW1086  HISTORY     - Date     Condition        Report By
 DW1086  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1086  HISTORY     - 1978     GOOD             NGS
 DW1086
 DW1086                          STATION DESCRIPTION
 DW1086
 DW1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1086'3.45 MI WEST FROM CHIRIACO SUMMIT.
 DW1086'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1086'SUMMIT, THENCE 2.9 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD, IN TOP
 DW1086'OF THE EAST HEADWALL OF A CONCRETE BOX 134.30, 40 FT. NORTH OF THE
 DW1086'CENTER OF THE ROAD 2.0 MILES EAST OF THE JUNCTION OF THE COTTONWOOD
 DW1086'SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1361 ***********************************************************************
 HS1361  DESIGNATION -  179
 HS1361  PID         -  HS1361
 HS1361  STATE/COUNTY-  CA/MERCED
 HS1361  USGS QUAD   -  VOLTA (1971)
 HS1361
 HS1361                         *CURRENT SURVEY CONTROL
 HS1361  ___________________________________________________________________
 HS1361* NAD 83(1986)-  37 03 24.     (N)    120 56 49.     (W)     SCALED    
 HS1361* NAVD 88     -        55.20   (+/-2cm)     181.1    (feet)  VERTCON   
 HS1361  ___________________________________________________________________
 HS1361  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HS1361  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1361
 HS1361.The horizontal coordinates were scaled from a topographic map and have
 HS1361.an estimated accuracy of +/- 6 seconds.
 HS1361
 HS1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1361.The vertical order pertains to the NGVD 29 superseded value.
 HS1361
 HS1361.The geoid height was determined by GEOID03.
 HS1361
 HS1361;                    North         East    Units  Estimated Accuracy
 HS1361;SPC CA 3     -   561,880.    1,960,250.      MT  (+/- 180 meters Scaled)
 HS1361
 HS1361                          SUPERSEDED SURVEY CONTROL
 HS1361
 HS1361  NGVD 29 (??/??/??)   54.337  (m)          178.27   (f) ADJUSTED    1 1
 HS1361
 HS1361.Superseded values are not recommended for survey control.
 HS1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1361.See file dsdata.txt to determine how the superseded data were derived.
 HS1361
 HS1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG825031(NAD 83)
 HS1361_MARKER: DD = SURVEY DISK
 HS1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1361_SP_SET: BRIDGE CURB
 HS1361_STAMPING: MP 75.84
 HS1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1361
 HS1361  HISTORY     - Date     Condition        Report By
 HS1361  HISTORY     - UNK      MONUMENTED       BOR
 HS1361  HISTORY     - 1972     GOOD             NGS
 HS1361  HISTORY     - 19881012 MARK NOT FOUND   NGS
 HS1361
 HS1361                          STATION DESCRIPTION
 HS1361
 HS1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1361'5.4 MI W FROM LOS BANOS.
 HS1361'5.35 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF
 HS1361'SIXTH STREET AT LOS BANOS, AT THE CROSSING OF THE DELTA-MENDOTA
 HS1361'CANAL, IN THE TOP AND 0.6 FOOT EAST OF THE WEST END OF THE SOUTH
 HS1361'CONCRETE CURB OF EASTBOUND LANES BRIDGE 39-122R, 15 1/2 FEET
 HS1361'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 HS1361'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  SEC 23, T10S, R9E.
 HS1361
 HS1361                          STATION RECOVERY (1988)
 HS1361
 HS1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3908 ***********************************************************************
 HS3908  DESIGNATION -  179 A CO
 HS3908  PID         -  HS3908
 HS3908  STATE/COUNTY-  CA/ALAMEDA
 HS3908  USGS QUAD   -  CEDAR MTN (1994)
 HS3908
 HS3908                         *CURRENT SURVEY CONTROL
 HS3908  ___________________________________________________________________
 HS3908* NAD 83(1986)-  37 31 30.     (N)    121 33 10.     (W)     SCALED    
 HS3908* NAVD 88     -       683.40   (+/-2cm)    2242.1    (feet)  VERTCON   
 HS3908  ___________________________________________________________________
 HS3908  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HS3908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3908
 HS3908.The horizontal coordinates were scaled from a topographic map and have
 HS3908.an estimated accuracy of +/- 6 seconds.
 HS3908
 HS3908.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3908.The vertical order pertains to the NGVD 29 superseded value.
 HS3908
 HS3908.The geoid height was determined by GEOID03.
 HS3908
 HS3908;                    North         East    Units  Estimated Accuracy
 HS3908;SPC CA 3     -   614,280.    1,906,950.      MT  (+/- 180 meters Scaled)
 HS3908
 HS3908                          SUPERSEDED SURVEY CONTROL
 HS3908
 HS3908  NGVD 29 (??/??/92)  682.515  (m)         2239.22   (f) ADJ UNCH    2 0
 HS3908
 HS3908.Superseded values are not recommended for survey control.
 HS3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3908.See file dsdata.txt to determine how the superseded data were derived.
 HS3908
 HS3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG278540(NAD 83)
 HS3908_MARKER: DD = SURVEY DISK
 HS3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3908_STAMPING: 179
 HS3908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3908+STABILITY: SURFACE MOTION
 HS3908
 HS3908  HISTORY     - Date     Condition        Report By
 HS3908  HISTORY     - UNK      MONUMENTED       CA-001
 HS3908  HISTORY     - 1961     GOOD             NGS
 HS3908
 HS3908                          STATION DESCRIPTION
 HS3908
 HS3908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3908'19.2 MI SE FROM LIVERMORE.
 HS3908'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3908'LIVERMORE, THENCE 16.85 MILES SOUTHEAST ALONG MINES ROAD, AT THE
 HS3908'CROSSING OF A CREEK, 33 1/2 FEET NORTH OF THE CENTER LINE OF THE
 HS3908'ROAD, 20.6 FEET NORTHEAST OF THE CENTER OF THE NORTH END OF 18-INCH
 HS3908'PIPE CULVERT 17.25, 8.9 FEET SOUTH OF A FENCE, 4 1/2 FEET EAST
 HS3908'OF A 12-INCH OAK TREE, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT 2
 HS3908'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS3908'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1558 ***********************************************************************
 FU1558  DESIGNATION -  179 DWR
 FU1558  PID         -  FU1558
 FU1558  STATE/COUNTY-  CA/KERN
 FU1558  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1558
 FU1558                         *CURRENT SURVEY CONTROL
 FU1558  ___________________________________________________________________
 FU1558* NAD 83(1986)-  35 19 59.     (N)    119 25 50.     (W)     SCALED    
 FU1558* NAVD 88     -        95.92   (+/-2cm)     314.7    (feet)  VERTCON   
 FU1558  ___________________________________________________________________
 FU1558  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 FU1558  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1558
 FU1558.The horizontal coordinates were scaled from a topographic map and have
 FU1558.an estimated accuracy of +/- 6 seconds.
 FU1558
 FU1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1558.The vertical order pertains to the NGVD 29 superseded value.
 FU1558
 FU1558.The geoid height was determined by GEOID03.
 FU1558
 FU1558;                    North         East    Units  Estimated Accuracy
 FU1558;SPC CA 5     -   704,260.    1,869,950.      MT  (+/- 180 meters Scaled)
 FU1558
 FU1558                          SUPERSEDED SURVEY CONTROL
 FU1558
 FU1558  NGVD 29 (??/??/92)   95.100  (m)          312.01   (f) ADJ UNCH    1 1
 FU1558
 FU1558.Superseded values are not recommended for survey control.
 FU1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1558.See file dsdata.txt to determine how the superseded data were derived.
 FU1558
 FU1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV790126(NAD 83)
 FU1558_MARKER: P = PIPE CAP
 FU1558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1558_STAMPING: BM 179 1959
 FU1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1558
 FU1558  HISTORY     - Date     Condition        Report By
 FU1558  HISTORY     - 1959     MONUMENTED       CADWR
 FU1558  HISTORY     - 1968     GOOD             NGS
 FU1558  HISTORY     - 1975     GOOD             NGS
 FU1558
 FU1558                          STATION DESCRIPTION
 FU1558
 FU1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU1558'6.7 MI S FROM BUTTONWILLOW.
 FU1558'2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC
 FU1558'STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT
 FU1558'ROAD, THENCE 1.7 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 0.9
 FU1558'MILE EAST-SOUTHEAST ALONG A DIRT ROAD, THENCE 1.55 MILES SOUTHEAST
 FU1558'ALONG THE CALIFORNIA AQUEDUCT, AT A FENCE JUNCTION, ABOUT 200
 FU1558'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LEVEE ROAD, 29 FEET
 FU1558'NORTH OF THE CENTER LINE OF A DIRT ROAD, 19 FEET WEST OF THE
 FU1558'CENTER LINE OF A DIRT ROAD, 43 FEET SOUTHWEST AND ACROSS THE
 FU1558'ROAD FROM A 6-INCH IRON PIPE WHICH PROJECTS ABOUT 2 FEET, 2.0
 FU1558'FEET EAST OF A WITNESS POST, AND RIVETED ON THE TOP OF A
 FU1558'1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FU1558
 FU1558                          STATION RECOVERY (1975)
 FU1558
 FU1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1061 ***********************************************************************
 GU1061  DESIGNATION -  179 USGS
 GU1061  PID         -  GU1061
 GU1061  STATE/COUNTY-  CA/FRESNO
 GU1061  USGS QUAD   -  JAMESAN (1978)
 GU1061
 GU1061                         *CURRENT SURVEY CONTROL
 GU1061  ___________________________________________________________________
 GU1061* NAD 83(1986)-  36 43 10.     (N)    120 12 24.     (W)     SCALED    
 GU1061* NAVD 88     -        54.41   (+/-2cm)     178.5    (feet)  VERTCON   
 GU1061  ___________________________________________________________________
 GU1061  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 GU1061  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1061
 GU1061.The horizontal coordinates were scaled from a topographic map and have
 GU1061.an estimated accuracy of +/- 6 seconds.
 GU1061
 GU1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1061.The vertical order pertains to the NGVD 29 superseded value.
 GU1061
 GU1061.The geoid height was determined by GEOID03.
 GU1061
 GU1061;                    North         East    Units  Estimated Accuracy
 GU1061;SPC CA 4     -   654,480.    1,892,210.      MT  (+/- 180 meters Scaled)
 GU1061
 GU1061                          SUPERSEDED SURVEY CONTROL
 GU1061
 GU1061  NGVD 29 (??/??/92)   53.653  (m)          176.03   (f) ADJ UNCH    1 2
 GU1061
 GU1061.Superseded values are not recommended for survey control.
 GU1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1061.See file dsdata.txt to determine how the superseded data were derived.
 GU1061
 GU1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF494673(NAD 83)
 GU1061_MARKER: Q = CHISELED SQUARE
 GU1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1061_SP_SET: SEMAPHORE BASE
 GU1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1061
 GU1061  HISTORY     - Date     Condition        Report By
 GU1061  HISTORY     - UNK      MONUMENTED       USGS
 GU1061  HISTORY     - 1959     GOOD             NGS
 GU1061  HISTORY     - 1972     GOOD             NGS
 GU1061
 GU1061                          STATION DESCRIPTION
 GU1061
 GU1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GU1061'8.4 MI W FROM KERMAN.
 GU1061'8.4 MILES WESTA LONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GU1061'STATION AT KERMAN, AT THE CROSSING OF JAMES AVENUE, 8.4 FEET
 GU1061'SOUTH OF THE SOUTH RAIL, 212.6 FEET WEST OF THE NORTHWEST CORNER
 GU1061'OF BUTTON SECTION HOUSE, ON TOP OF THE SOUTHEAST CORNER OF THE
 GU1061'CONCRETE FOUNDATION FOR SEMAPHORE SIGNAL 1848, 0.5 FOOT WEST
 GU1061'OF THE SOUTH LEG OF A LADDER, AND ABOUT LEVEL WITH THE TRACK.
 GU1061
 GU1061                          STATION RECOVERY (1972)
 GU1061
 GU1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1156 ***********************************************************************
 HS1156  DESIGNATION -  179.002 USGS
 HS1156  PID         -  HS1156
 HS1156  STATE/COUNTY-  CA/MERCED
 HS1156  USGS QUAD   -  MERCED (1987)
 HS1156
 HS1156                         *CURRENT SURVEY CONTROL
 HS1156  ___________________________________________________________________
 HS1156* NAD 83(1986)-  37 16 27.     (N)    120 26 23.     (W)     SCALED    
 HS1156* NAVD 88     -        55.21   (+/-2cm)     181.1    (feet)  VERTCON   
 HS1156  ___________________________________________________________________
 HS1156  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 HS1156  VERT ORDER  -  THIRD (See Below)
 HS1156
 HS1156.The horizontal coordinates were scaled from a topographic map and have
 HS1156.an estimated accuracy of +/- 6 seconds.
 HS1156
 HS1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1156.The vertical order pertains to the NGVD 29 superseded value.
 HS1156
 HS1156.The geoid height was determined by GEOID03.
 HS1156
 HS1156;                    North         East    Units  Estimated Accuracy
 HS1156;SPC CA 3     -   585,920.    2,005,350.      MT  (+/- 180 meters Scaled)
 HS1156
 HS1156                          SUPERSEDED SURVEY CONTROL
 HS1156
 HS1156  NGVD 29 (??/??/??)   54.48   (m)          178.7    (f) RESET       3  
 HS1156
 HS1156.Superseded values are not recommended for survey control.
 HS1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1156.See file dsdata.txt to determine how the superseded data were derived.
 HS1156
 HS1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG270283(NAD 83)
 HS1156_MARKER: DD = SURVEY DISK
 HS1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1156_STAMPING: 179.002 B 1901
 HS1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1156
 HS1156  HISTORY     - Date     Condition        Report By
 HS1156  HISTORY     - 1901     MONUMENTED       USGS
 HS1156  HISTORY     - 1958     MARK NOT FOUND   NGS
 HS1156
 HS1156                          STATION DESCRIPTION
 HS1156
 HS1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1156'3.2 MI SE FROM MERCED.
 HS1156'3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HS1156'FROM THE STATION AT MERCED, MERCED COUNTY, 0.1 MILE SOUTHEAST
 HS1156'ALONG U.S. HIGHWAY 99 FROM THE CONCRETE SILO ON THE ALFARATA
 HS1156'RANCH, 350 FEET NORTHWEST OF MISSION LANE, 200 FEET SOUTHEAST OF
 HS1156'POLE 9000, 48 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 HS1156'AND 31 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 HS1156'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 179.002
 HS1156'B 1901 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING
 HS1156'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5310 ***********************************************************************
 HS5310  DESIGNATION -  179.72=279
 HS5310  PID         -  HS5310
 HS5310  STATE/COUNTY-  CA/SANTA CRUZ
 HS5310  USGS QUAD   -  LAUREL (1994)
 HS5310
 HS5310                         *CURRENT SURVEY CONTROL
 HS5310  ___________________________________________________________________
 HS5310* NAD 83(1986)-  37 01 40.     (N)    121 59 15.     (W)     SCALED    
 HS5310* NAVD 88     -        55.820  (meters)     183.14   (feet)  ADJUSTED  
 HS5310  ___________________________________________________________________
 HS5310  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HS5310  DYNAMIC HT  -          55.779 (meters)     183.00  (feet)  COMP
 HS5310  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 HS5310
 HS5310  VERT ORDER  -  FIRST     CLASS II
 HS5310
 HS5310.The horizontal coordinates were scaled from a topographic map and have
 HS5310.an estimated accuracy of +/- 6 seconds.
 HS5310
 HS5310.The orthometric height was determined by differential leveling
 HS5310.and adjusted in February 1993.
 HS5310
 HS5310.The geoid height was determined by GEOID03.
 HS5310
 HS5310.The dynamic height is computed by dividing the NAVD 88
 HS5310.geopotential number by the normal gravity value computed on the
 HS5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5310.degrees latitude (g = 980.6199 gals.).
 HS5310
 HS5310.The modeled gravity was interpolated from observed gravity values.
 HS5310
 HS5310;                    North         East    Units  Estimated Accuracy
 HS5310;SPC CA 3     -   559,630.    1,867,650.      MT  (+/- 180 meters Scaled)
 HS5310
 HS5310                          SUPERSEDED SURVEY CONTROL
 HS5310
 HS5310  NGVD 29 (10/21/93)   54.982  (m)          180.39   (f) ADJUSTED    1 2
 HS5310
 HS5310.Superseded values are not recommended for survey control.
 HS5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5310.See file dsdata.txt to determine how the superseded data were derived.
 HS5310
 HS5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF900984(NAD 83)
 HS5310_MARKER: DD = SURVEY DISK
 HS5310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5310_SP_SET: CONCRETE POST
 HS5310_STAMPING: BM 179.72
 HS5310_MARK LOGO: CA-087
 HS5310_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5310+STABILITY: SURFACE MOTION
 HS5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5310+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5310
 HS5310  HISTORY     - Date     Condition        Report By
 HS5310  HISTORY     - UNK      MONUMENTED       CA-087
 HS5310  HISTORY     - 19900423 GOOD             NGS
 HS5310
 HS5310                          STATION DESCRIPTION
 HS5310
 HS5310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5310'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5310'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5310'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY
 HS5310'ALONG MOUNTAIN VIEW ROAD, THENCE 3.24 KM (2.01 MI) SOUTHERLY ALONG
 HS5310'BRANCIFORTE DRIVE, 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF THE
 HS5310'DRIVE, 6.0 M (19.7 FT) SOUTH OF THE EXTENDED CENTER OF HAPPY VALLEY
 HS5310'ROAD, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE
 HS5310'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1091 ***********************************************************************
 DW1091  DESIGNATION -  1790.592 MWDSC
 DW1091  PID         -  DW1091
 DW1091  STATE/COUNTY-  CA/RIVERSIDE
 DW1091  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW1091
 DW1091                         *CURRENT SURVEY CONTROL
 DW1091  ___________________________________________________________________
 DW1091* NAD 83(1986)-  33 40 30.     (N)    115 47 44.     (W)     SCALED    
 DW1091* NAVD 88     -       544.157  (meters)    1785.29   (feet)  ADJUSTED  
 DW1091  ___________________________________________________________________
 DW1091  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW1091  DYNAMIC HT  -         543.511 (meters)    1783.17  (feet)  COMP
 DW1091  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DW1091
 DW1091  VERT ORDER  -  FIRST     CLASS I
 DW1091
 DW1091.The horizontal coordinates were scaled from a topographic map and have
 DW1091.an estimated accuracy of +/- 6 seconds.
 DW1091
 DW1091.The orthometric height was determined by differential leveling
 DW1091.and adjusted in June 1991.
 DW1091
 DW1091.The geoid height was determined by GEOID03.
 DW1091
 DW1091.The dynamic height is computed by dividing the NAVD 88
 DW1091.geopotential number by the normal gravity value computed on the
 DW1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1091.degrees latitude (g = 980.6199 gals.).
 DW1091
 DW1091.The modeled gravity was interpolated from observed gravity values.
 DW1091
 DW1091;                    North         East    Units  Estimated Accuracy
 DW1091;SPC CA 6     -   667,370.    2,042,140.      MT  (+/- 180 meters Scaled)
 DW1091
 DW1091                          SUPERSEDED SURVEY CONTROL
 DW1091
 DW1091  NGVD 29 (??/??/92)  543.433  (m)         1782.91   (f) ADJ UNCH    1 1
 DW1091
 DW1091.Superseded values are not recommended for survey control.
 DW1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1091.See file dsdata.txt to determine how the superseded data were derived.
 DW1091
 DW1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT116267(NAD 83)
 DW1091_MARKER: DD = SURVEY DISK
 DW1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1091_SP_SET: HEAD WALL
 DW1091_STAMPING: 1790.592
 DW1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1091
 DW1091  HISTORY     - Date     Condition        Report By
 DW1091  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1091  HISTORY     - 1978     GOOD             NGS
 DW1091
 DW1091                          STATION DESCRIPTION
 DW1091
 DW1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1091'5.25 MI WEST FROM CHIRIACO SUMMIT.
 DW1091'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1091'SUMMIT, THENCE 4.7 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD, 0.2
 DW1091'MILE EAST OF THE JUNCTION OF COTTONWOOD SPRINGS ROAD ABOUT 73.8 FT.
 DW1091'NORTHEAST AND ACROSS THE ROAD FROM BENCH MARK G 1267 IN TOP OF THE
 DW1091'EAST HEADWALL OF CONCRETE BOX 136.19 OVER THE COLORADO RIVER AQUEDUCT,
 DW1091'52 FT. NORTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1077 ***********************************************************************
 DX1077  DESIGNATION -  1791
 DX1077  PID         -  DX1077
 DX1077  STATE/COUNTY-  CA/RIVERSIDE
 DX1077  USGS QUAD   -  CABAZON (1996)
 DX1077
 DX1077                         *CURRENT SURVEY CONTROL
 DX1077  ___________________________________________________________________
 DX1077* NAD 83(1986)-  33 54 58.     (N)    116 46 55.     (W)     SCALED    
 DX1077* NAVD 88     -       547.12   (+/-2cm)    1795.0    (feet)  VERTCON   
 DX1077  ___________________________________________________________________
 DX1077  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DX1077  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1077
 DX1077.The horizontal coordinates were scaled from a topographic map and have
 DX1077.an estimated accuracy of +/- 6 seconds.
 DX1077
 DX1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1077.The vertical order pertains to the NGVD 29 superseded value.
 DX1077
 DX1077.The geoid height was determined by GEOID03.
 DX1077
 DX1077;                    North         East    Units  Estimated Accuracy
 DX1077;SPC CA 6     -   694,150.    1,950,810.      MT  (+/- 180 meters Scaled)
 DX1077
 DX1077                          SUPERSEDED SURVEY CONTROL
 DX1077
 DX1077  NGVD 29 (??/??/??)  546.322  (m)         1792.39   (f) ADJUSTED    1 2
 DX1077
 DX1077.Superseded values are not recommended for survey control.
 DX1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1077.See file dsdata.txt to determine how the superseded data were derived.
 DX1077
 DX1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT201528(NAD 83)
 DX1077_MARKER: P = PIPE CAP
 DX1077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1077_STAMPING: 1791 SB
 DX1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1077
 DX1077  HISTORY     - Date     Condition        Report By
 DX1077  HISTORY     - UNK      MONUMENTED       USGS
 DX1077  HISTORY     - 1928     GOOD             NGS
 DX1077
 DX1077                          STATION DESCRIPTION
 DX1077
 DX1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 DX1077'AT CABAZON.
 DX1077'AT CABAZON, RIVERSIDE COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 DX1077'7 FEET EAST OF THE SOUTHEAST CORNER OF A SECTIONHOUSE, NORTH OF
 DX1077'THE TRACK, AND AT THE CORNER OF A STONE-BORDERED WALK.  A UNITED
 DX1077'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1791 S.B. AND
 DX1077'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1085 ***********************************************************************
 DW1085  DESIGNATION -  1791.464 MWDSC
 DW1085  PID         -  DW1085
 DW1085  STATE/COUNTY-  CA/RIVERSIDE
 DW1085  USGS QUAD   -  HAYFIELD (1987)
 DW1085
 DW1085                         *CURRENT SURVEY CONTROL
 DW1085  ___________________________________________________________________
 DW1085* NAD 83(1986)-  33 40 28.     (N)    115 44 45.     (W)     SCALED    
 DW1085* NAVD 88     -       546.698  (meters)    1793.62   (feet)  ADJUSTED  
 DW1085  ___________________________________________________________________
 DW1085  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW1085  DYNAMIC HT  -         546.049 (meters)    1791.50  (feet)  COMP
 DW1085  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 DW1085  OBS GRAVITY -     979,434.0   (mgal)                       GRAV_OBS
 DW1085
 DW1085  VERT ORDER  -  FIRST     CLASS I
 DW1085
 DW1085.The horizontal coordinates were scaled from a topographic map and have
 DW1085.an estimated accuracy of +/- 6 seconds.
 DW1085
 DW1085.The orthometric height was determined by differential leveling
 DW1085.and adjusted in June 1991.
 DW1085
 DW1085.The geoid height was determined by GEOID03.
 DW1085
 DW1085.The dynamic height is computed by dividing the NAVD 88
 DW1085.geopotential number by the normal gravity value computed on the
 DW1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1085.degrees latitude (g = 980.6199 gals.).
 DW1085
 DW1085.The modeled gravity was interpolated from observed gravity values.
 DW1085.The observed gravity was obtained from relative gravimeter ties
 DW1085.to the IGSN71 gravity network.
 DW1085
 DW1085;                    North         East    Units  Estimated Accuracy
 DW1085;SPC CA 6     -   667,330.    2,046,750.      MT  (+/- 180 meters Scaled)
 DW1085
 DW1085                          SUPERSEDED SURVEY CONTROL
 DW1085
 DW1085  NGVD 29 (??/??/92)  545.975  (m)         1791.25   (f) ADJ UNCH    1 1
 DW1085
 DW1085.Superseded values are not recommended for survey control.
 DW1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1085.See file dsdata.txt to determine how the superseded data were derived.
 DW1085
 DW1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT162267(NAD 83)
 DW1085_MARKER: DD = SURVEY DISK
 DW1085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1085_SP_SET: HEAD WALL
 DW1085_STAMPING: 1791.464
 DW1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1085
 DW1085  HISTORY     - Date     Condition        Report By
 DW1085  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1085  HISTORY     - 1978     GOOD             NGS
 DW1085
 DW1085                          STATION DESCRIPTION
 DW1085
 DW1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1085'2.05 MI NW FROM CHIRIACO SUMMIT.
 DW1085'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACA
 DW1085'SUMMIT THENCE 1.5 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD IN THE
 DW1085'CENTER OF THE EAST CONCRETE HEADWALL OF A CONCRETE BOX, 132.97, 85 FT.
 DW1085'SOUTH OF A DIKE, 83 FT. NORTH OF CENTER OF ROAD 39 FT. WEST OF CENTER
 DW1085'OF DIRT ROAD CROSSING AQUEDUCT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1083 ***********************************************************************
 DW1083  DESIGNATION -  1794.199 MWDSC
 DW1083  PID         -  DW1083
 DW1083  STATE/COUNTY-  CA/RIVERSIDE
 DW1083  USGS QUAD   -  HAYFIELD (1987)
 DW1083
 DW1083                         *CURRENT SURVEY CONTROL
 DW1083  ___________________________________________________________________
 DW1083* NAD 83(1986)-  33 40 15.     (N)    115 43 43.     (W)     SCALED    
 DW1083* NAVD 88     -       547.528  (meters)    1796.35   (feet)  ADJUSTED  
 DW1083  ___________________________________________________________________
 DW1083  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW1083  DYNAMIC HT  -         546.877 (meters)    1794.21  (feet)  COMP
 DW1083  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 DW1083
 DW1083  VERT ORDER  -  FIRST     CLASS I
 DW1083
 DW1083.The horizontal coordinates were scaled from a topographic map and have
 DW1083.an estimated accuracy of +/- 6 seconds.
 DW1083
 DW1083.The orthometric height was determined by differential leveling
 DW1083.and adjusted in June 1991.
 DW1083
 DW1083.The geoid height was determined by GEOID03.
 DW1083
 DW1083.The dynamic height is computed by dividing the NAVD 88
 DW1083.geopotential number by the normal gravity value computed on the
 DW1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1083.degrees latitude (g = 980.6199 gals.).
 DW1083
 DW1083.The modeled gravity was interpolated from observed gravity values.
 DW1083
 DW1083;                    North         East    Units  Estimated Accuracy
 DW1083;SPC CA 6     -   666,940.    2,048,350.      MT  (+/- 180 meters Scaled)
 DW1083
 DW1083                          SUPERSEDED SURVEY CONTROL
 DW1083
 DW1083  NGVD 29 (??/??/92)  546.804  (m)         1793.97   (f) ADJ UNCH    1 1
 DW1083
 DW1083.Superseded values are not recommended for survey control.
 DW1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1083.See file dsdata.txt to determine how the superseded data were derived.
 DW1083
 DW1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT178263(NAD 83)
 DW1083_MARKER: DD = SURVEY DISK
 DW1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1083_SP_SET: HEAD WALL
 DW1083_STAMPING: 1794.199
 DW1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1083
 DW1083  HISTORY     - Date     Condition        Report By
 DW1083  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1083  HISTORY     - 1978     GOOD             NGS
 DW1083
 DW1083                          STATION DESCRIPTION
 DW1083
 DW1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1083'0.9 MI NW FROM CHIRIACO SUMMIT.
 DW1083'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1083'SUMMIT THENCE 0.35 MILE WEST ALONG THE AQUEDUCT SERVICE ROAD, IN TOP
 DW1083'OF THE EAST HEADWALL OF A CONCRETE BOX, 131.83, 94 FT. NORTH OF THE
 DW1083'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1082 ***********************************************************************
 DW1082  DESIGNATION -  1795.848 MWDSC
 DW1082  PID         -  DW1082
 DW1082  STATE/COUNTY-  CA/RIVERSIDE
 DW1082  USGS QUAD   -  HAYFIELD (1987)
 DW1082
 DW1082                         *CURRENT SURVEY CONTROL
 DW1082  ___________________________________________________________________
 DW1082* NAD 83(1986)-  33 40 12.     (N)    115 42 51.     (W)     SCALED    
 DW1082* NAVD 88     -       548.028  (meters)    1797.99   (feet)  ADJUSTED  
 DW1082  ___________________________________________________________________
 DW1082  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW1082  DYNAMIC HT  -         547.377 (meters)    1795.85  (feet)  COMP
 DW1082  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 DW1082
 DW1082  VERT ORDER  -  FIRST     CLASS I
 DW1082
 DW1082.The horizontal coordinates were scaled from a topographic map and have
 DW1082.an estimated accuracy of +/- 6 seconds.
 DW1082
 DW1082.The orthometric height was determined by differential leveling
 DW1082.and adjusted in June 1991.
 DW1082
 DW1082.The geoid height was determined by GEOID03.
 DW1082
 DW1082.The dynamic height is computed by dividing the NAVD 88
 DW1082.geopotential number by the normal gravity value computed on the
 DW1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1082.degrees latitude (g = 980.6199 gals.).
 DW1082
 DW1082.The modeled gravity was interpolated from observed gravity values.
 DW1082
 DW1082;                    North         East    Units  Estimated Accuracy
 DW1082;SPC CA 6     -   666,850.    2,049,690.      MT  (+/- 180 meters Scaled)
 DW1082
 DW1082                          SUPERSEDED SURVEY CONTROL
 DW1082
 DW1082  NGVD 29 (??/??/92)  547.304  (m)         1795.61   (f) ADJ UNCH    1 1
 DW1082
 DW1082.Superseded values are not recommended for survey control.
 DW1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1082.See file dsdata.txt to determine how the superseded data were derived.
 DW1082
 DW1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT192263(NAD 83)
 DW1082_MARKER: DD = SURVEY DISK
 DW1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1082_SP_SET: HEAD WALL
 DW1082_STAMPING: 1795.848
 DW1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1082
 DW1082  HISTORY     - Date     Condition        Report By
 DW1082  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1082  HISTORY     - 1978     GOOD             NGS
 DW1082
 DW1082                          STATION DESCRIPTION
 DW1082
 DW1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1082'1.05 MI NE FROM CHIRIACO SUMMIT.
 DW1082'0.55 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRACO
 DW1082'SUMMIT, THENCE 0.5 MILE EAST ALONG THE AQUEDUCT SERVICE ROAD IN TOP OF
 DW1082'THE EAST HEADWALL OF CONCRETE BOX 131, 08.92 FT. NORTH CENTER OF ROAD
 DW1082'77 FT. SOUTH OF THE CENTER OF A DIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1079 ***********************************************************************
 DW1079  DESIGNATION -  1798.479 MWDSC
 DW1079  PID         -  DW1079
 DW1079  STATE/COUNTY-  CA/RIVERSIDE
 DW1079  USGS QUAD   -  HAYFIELD (1987)
 DW1079
 DW1079                         *CURRENT SURVEY CONTROL
 DW1079  ___________________________________________________________________
 DW1079* NAD 83(1986)-  33 40 50.     (N)    115 41 58.     (W)     SCALED    
 DW1079* NAVD 88     -       548.824  (meters)    1800.60   (feet)  ADJUSTED  
 DW1079  ___________________________________________________________________
 DW1079  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW1079  DYNAMIC HT  -         548.170 (meters)    1798.45  (feet)  COMP
 DW1079  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 DW1079  OBS GRAVITY -     979,430.8   (mgal)                       GRAV_OBS
 DW1079
 DW1079  VERT ORDER  -  FIRST     CLASS I
 DW1079
 DW1079.The horizontal coordinates were scaled from a topographic map and have
 DW1079.an estimated accuracy of +/- 6 seconds.
 DW1079
 DW1079.The orthometric height was determined by differential leveling
 DW1079.and adjusted in June 1991.
 DW1079
 DW1079.The geoid height was determined by GEOID03.
 DW1079
 DW1079.The dynamic height is computed by dividing the NAVD 88
 DW1079.geopotential number by the normal gravity value computed on the
 DW1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1079.degrees latitude (g = 980.6199 gals.).
 DW1079
 DW1079.The modeled gravity was interpolated from observed gravity values.
 DW1079.The observed gravity was obtained from relative gravimeter ties
 DW1079.to the IGSN71 gravity network.
 DW1079
 DW1079;                    North         East    Units  Estimated Accuracy
 DW1079;SPC CA 6     -   668,030.    2,051,050.      MT  (+/- 180 meters Scaled)
 DW1079
 DW1079                          SUPERSEDED SURVEY CONTROL
 DW1079
 DW1079  NGVD 29 (??/??/92)  548.098  (m)         1798.22   (f) ADJ UNCH    1 1
 DW1079
 DW1079.Superseded values are not recommended for survey control.
 DW1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1079.See file dsdata.txt to determine how the superseded data were derived.
 DW1079
 DW1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT205274(NAD 83)
 DW1079_MARKER: DD = SURVEY DISK
 DW1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1079_SP_SET: HEAD WALL
 DW1079_STAMPING: 1798.479
 DW1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1079
 DW1079  HISTORY     - Date     Condition        Report By
 DW1079  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1079  HISTORY     - 1978     GOOD             NGS
 DW1079
 DW1079                          STATION DESCRIPTION
 DW1079
 DW1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1079'2.15 MI EAST FROM CHIRIACO SUMMIT.
 DW1079'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1079'SUMMIT, THENCE 1.6 MILES EAST ALONG THE AQUEDUCT SERVICE ROAD IN TOP
 DW1079'OF THE EAST HEADWALL OF CONCRETE BOX 129.94, 76 FT. WEST OF THE CENTER
 DW1079'OF THE ROAD, 50 FT. NORTH OF CENTER OF A DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1078 ***********************************************************************
 DW1078  DESIGNATION -  1799.798 MWDSC
 DW1078  PID         -  DW1078
 DW1078  STATE/COUNTY-  CA/RIVERSIDE
 DW1078  USGS QUAD   -  HAYFIELD (1987)
 DW1078
 DW1078                         *CURRENT SURVEY CONTROL
 DW1078  ___________________________________________________________________
 DW1078* NAD 83(1986)-  33 41 22.     (N)    115 41 45.     (W)     SCALED    
 DW1078* NAVD 88     -       549.231  (meters)    1801.94   (feet)  ADJUSTED  
 DW1078  ___________________________________________________________________
 DW1078  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DW1078  DYNAMIC HT  -         548.575 (meters)    1799.78  (feet)  COMP
 DW1078  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 DW1078
 DW1078  VERT ORDER  -  FIRST     CLASS I
 DW1078
 DW1078.The horizontal coordinates were scaled from a topographic map and have
 DW1078.an estimated accuracy of +/- 6 seconds.
 DW1078
 DW1078.The orthometric height was determined by differential leveling
 DW1078.and adjusted in June 1991.
 DW1078
 DW1078.The geoid height was determined by GEOID03.
 DW1078
 DW1078.The dynamic height is computed by dividing the NAVD 88
 DW1078.geopotential number by the normal gravity value computed on the
 DW1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1078.degrees latitude (g = 980.6199 gals.).
 DW1078
 DW1078.The modeled gravity was interpolated from observed gravity values.
 DW1078
 DW1078;                    North         East    Units  Estimated Accuracy
 DW1078;SPC CA 6     -   669,020.    2,051,380.      MT  (+/- 180 meters Scaled)
 DW1078
 DW1078                          SUPERSEDED SURVEY CONTROL
 DW1078
 DW1078  NGVD 29 (??/??/92)  548.504  (m)         1799.55   (f) ADJ UNCH    1 1
 DW1078
 DW1078.Superseded values are not recommended for survey control.
 DW1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1078.See file dsdata.txt to determine how the superseded data were derived.
 DW1078
 DW1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT208284(NAD 83)
 DW1078_MARKER: DD = SURVEY DISK
 DW1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1078_SP_SET: HEAD WALL
 DW1078_STAMPING: 1799.798
 DW1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1078
 DW1078  HISTORY     - Date     Condition        Report By
 DW1078  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1078  HISTORY     - 1978     GOOD             NGS
 DW1078
 DW1078                          STATION DESCRIPTION
 DW1078
 DW1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1078'2.9 MI EAST FROM CHIRIACO SUMMIT.
 DW1078'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1078'SUMMIT, THENCE 2.35 MILES EAST ALONG THE AQUEDUCT SERVICE ROAD, AT A
 DW1078'LARGE CONCRETE STRUCTURE 129.16 WITH 3 FT. HIGH METAL GUARDRAILS IN
 DW1078'TOP OF THE NORTH WALL OF THE STRUCTURE, 62 FT. WEST OF THE CENTER OF
 DW1078'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9305 ***********************************************************************
 DY9305  DESIGNATION -  17TH STREET
 DY9305  PID         -  DY9305
 DY9305  STATE/COUNTY-  CA/ORANGE
 DY9305  USGS QUAD   -  SEAL BEACH (1981)
 DY9305
 DY9305                         *CURRENT SURVEY CONTROL
 DY9305  ___________________________________________________________________
 DY9305* NAD 83(1992)-  33 39 51.61395(N)    118 00 45.81464(W)     ADJUSTED  
 DY9305* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 DY9305  ___________________________________________________________________
 DY9305  EPOCH DATE  -        1991.35
 DY9305  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DY9305  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DY9305  HORZ ORDER  -  THIRD
 DY9305
 DY9305.The horizontal coordinates were established by GPS observations
 DY9305.and adjusted by the National Geodetic Survey in June 1996.
 DY9305.The horizontal coordinates are valid at the epoch date displayed above.
 DY9305.The epoch date for horizontal control is a decimal equivalence
 DY9305.of Year/Month/Day.
 DY9305
 DY9305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9305
 DY9305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY9305
 DY9305.The geoid height was determined by GEOID03.
 DY9305
 DY9305;                    North         East     Units Scale Factor Converg.
 DY9305;SPC CA 6     -   667,479.486 1,836,525.747   MT  0.99997071   -0 58 07.1
 DY9305;SPC CA 6     - 2,189,888.95  6,025,334.89   sFT  0.99997071   -0 58 07.1
 DY9305;UTM  11      - 3,725,399.368   406,108.775   MT  0.99970868   -0 33 41.1
 DY9305
 DY9305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY9305!SPC CA 6     -   1.00000449  x   0.99997071  =   0.99997520
 DY9305!UTM  11      -   1.00000449  x   0.99970868  =   0.99971317
 DY9305
 DY9305                          SUPERSEDED SURVEY CONTROL
 DY9305
 DY9305  NAD 83(1986)-  33 39 51.61363(N)    118 00 45.81692(W) AD(1984.00) 3
 DY9305  NGVD 29 (01/04/91)    6.2    (m)           20.     (f) GPS OBS     3  
 DY9305
 DY9305.Superseded values are not recommended for survey control.
 DY9305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9305.See file dsdata.txt to determine how the superseded data were derived.
 DY9305
 DY9305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0610925399(NAD 83)
 DY9305_MARKER: DD = SURVEY DISK
 DY9305_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9305_SP_SET: CONCRETE STEPS
 DY9305_STAMPING: 17TH ST 1990
 DY9305_MARK LOGO: NOS   
 DY9305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9305+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 DY9305
 DY9305  HISTORY     - Date     Condition        Report By
 DY9305  HISTORY     - 1990     MONUMENTED       NOS
 DY9305  HISTORY     - 20060729 GOOD             USPSQD
 DY9305
 DY9305                          STATION DESCRIPTION
 DY9305
 DY9305'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 DY9305'THE STATION IS LOCATED IN HUNTINGTON BEACH, CA AT THE INTERSECTION OF
 DY9305'17TH STREET AND PACIFIC COAST HIGHWAY.  THERE IS METERED PARKING ON
 DY9305'THE STREET.
 DY9305'TO REACH THE STATION FROM THE INTERSECTION OF 17TH STREET AND PACIFIC
 DY9305'COAST HIGHWAY WALK DOWN THE CONCRETE STEPS TO A ASPHALT ROADWAY, GO
 DY9305'ACROSS ROADWAY TOWARD SEA TO ANOTHER SET OF CONCRETE STEPS FOR BEACH
 DY9305'ACCESS AND STATION.
 DY9305'THE STATION IS A NOS BRONZE DISK STAMPED 17TH ST 1990, CEMENTED IN A
 DY9305'DRILL IN THE TOP OF A CONCRETE PAD.  IT IS 39.7 FT (12.10 M)
 DY9305'SOUTHWEST OF THE CENTER OF THE CONCRETE STEPS THAT GO UP TO THE
 DY9305'PACIFIC COAST HIGHWAY, 7.35 FT (2.24 M) NORTHWEST OF THE SOUTHWEST
 DY9305'EDGE OF BEACH ACCESS STEPS AND 7.5 FT (2.29 M) SOUTHEAST OF THE
 DY9305'NORTHWEST EDGE OF THE SAME STEPS.
 DY9305'A TRIPOD LEG HOLE WAS DRILLED IN THE CONCRETE 2.2 FT (0.67 M) FROM THE
 DY9305'MARK AND PERPENDICULAR TO THE SEA WALL.
 DY9305
 DY9305                          STATION RECOVERY (2006)
 DY9305
 DY9305'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY9305'STATION IS AT 17TH ST. AND PACIFIC COAST HWY IN HUNTINGTON BEACH. TO
 DY9305'REACH THE STATION WALK DOWN CONCRETE STEPS TOWARD THE BEACH. THE MARK
 DY9305'IS ON THE EXTENSION OF THE CENTERLINE OF THE STAIRS, 39.7 FT FROM THE
 DY9305'LAST STEP TOWARD THE BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2410 ***********************************************************************
 EV2410  DESIGNATION -  18
 EV2410  PID         -  EV2410
 EV2410  STATE/COUNTY-  CA/LOS ANGELES
 EV2410  USGS QUAD   -  GLENDORA (1972)
 EV2410
 EV2410                         *CURRENT SURVEY CONTROL
 EV2410  ___________________________________________________________________
 EV2410* NAD 83(1986)-  34 11 39.     (N)    117 51 50.     (W)     SCALED    
 EV2410* NAVD 88     -       368.96   (+/-2cm)    1210.5    (feet)  VERTCON   
 EV2410  ___________________________________________________________________
 EV2410  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 EV2410  VERT ORDER  -  THIRD (See Below)
 EV2410
 EV2410.The horizontal coordinates were scaled from a topographic map and have
 EV2410.an estimated accuracy of +/- 6 seconds.
 EV2410
 EV2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2410.The vertical order pertains to the NGVD 29 superseded value.
 EV2410
 EV2410.The geoid height was determined by GEOID03.
 EV2410
 EV2410;                    North         East    Units  Estimated Accuracy
 EV2410;SPC CA 5     -   577,010.    2,012,550.      MT  (+/- 180 meters Scaled)
 EV2410
 EV2410                          SUPERSEDED SURVEY CONTROL
 EV2410
 EV2410  NGVD 29 (??/??/??)  368.16   (m)         1207.9    (f) RESET       3  
 EV2410
 EV2410.Superseded values are not recommended for survey control.
 EV2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2410.See file dsdata.txt to determine how the superseded data were derived.
 EV2410
 EV2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT204840(NAD 83)
 EV2410_MARKER: P = PIPE CAP
 EV2410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2410_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2410_STAMPING: 18 1933
 EV2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2410
 EV2410  HISTORY     - Date     Condition        Report By
 EV2410  HISTORY     - 1933     MONUMENTED       BPR
 EV2410  HISTORY     - 1934     GOOD             NGS
 EV2410  HISTORY     - 1961     MARK NOT FOUND   BPR
 EV2410  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 EV2410
 EV2410                          STATION DESCRIPTION
 EV2410
 EV2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV2410'6.6 MI NE FROM AZUSA.
 EV2410'6.6 MILES NORTHEAST ALONG THE SAN GABRIEL CANYON ROAD FROM
 EV2410'AZUSA, LOS ANGELES COUNTY, 2.4 MILES NORTH OF PINE CANYON DAM,
 EV2410'AT THE BOTTOM OF A DOWNHILL GRADE TO THE NORTH OF A 200-FOOT
 EV2410'CUT, JUST SOUTH OF A 200-FOOT HILL, ABOUT 200 FEET NORTHWEST OF A
 EV2410'GROVE OF PINE TREES, 60 FEET NORTHEAST OF AND 50 FEET LOWR
 EV2410'THAN A CONCRETE WATER TANK, AND 20 FEET WEST OF THE CENTERLINE
 EV2410'OF THE ROAD AT THE OUTSIDE OF A CURVE.  A UNITED STATES BUREAU
 EV2410'OF PUBLIC ROADS STANDARD CAP, STAMPED 18 1933 AND FASTENED
 EV2410'ON THE TOP OF A 3-INCH IRON PIPE.
 EV2410
 EV2410                          STATION RECOVERY (1961)
 EV2410
 EV2410'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1961
 EV2410'MARK NOT FOUND.
 EV2410
 EV2410                          STATION RECOVERY (2006)
 EV2410
 EV2410'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 EV2410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0889 ***********************************************************************
 HR0889  DESIGNATION -  18
 HR0889  PID         -  HR0889
 HR0889  STATE/COUNTY-  CA/TUOLUMNE
 HR0889  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0889
 HR0889                         *CURRENT SURVEY CONTROL
 HR0889  ___________________________________________________________________
 HR0889* NAD 83(1986)-  37 52 01.     (N)    119 56 48.     (W)     SCALED    
 HR0889* NAVD 88     -      1253.94   (+/-2cm)    4114.0    (feet)  VERTCON   
 HR0889  ___________________________________________________________________
 HR0889  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 HR0889  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0889
 HR0889.The horizontal coordinates were scaled from a topographic map and have
 HR0889.an estimated accuracy of +/- 6 seconds.
 HR0889
 HR0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0889.The vertical order pertains to the NGVD 29 superseded value.
 HR0889
 HR0889.The geoid height was determined by GEOID03.
 HR0889
 HR0889;                    North         East    Units  Estimated Accuracy
 HR0889;SPC CA 3     -   651,850.    2,048,690.      MT  (+/- 180 meters Scaled)
 HR0889
 HR0889                          SUPERSEDED SURVEY CONTROL
 HR0889
 HR0889  NGVD 29 (??/??/92) 1253.088  (m)         4111.17   (f) ADJ UNCH    1 2
 HR0889
 HR0889.Superseded values are not recommended for survey control.
 HR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0889.See file dsdata.txt to determine how the superseded data were derived.
 HR0889
 HR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB407951(NAD 83)
 HR0889_MARKER: DD = SURVEY DISK
 HR0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0889_STAMPING: 18
 HR0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0889+STABILITY: SURFACE MOTION
 HR0889
 HR0889  HISTORY     - Date     Condition        Report By
 HR0889  HISTORY     - UNK      MONUMENTED       HHWS
 HR0889  HISTORY     - 1956     GOOD             NGS
 HR0889  HISTORY     - 19861023 GOOD             USPSQD
 HR0889
 HR0889                          STATION DESCRIPTION
 HR0889
 HR0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0889'5.8 MI W FROM MATHER.
 HR0889'5.8 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0889'MATHER, ON THE OUTSIDE OF A CURVE, 31 FEET SOUTH OF THE CENTER
 HR0889'LINE OF THE ROAD (SLOPE MEASUREMENT), 17.4 FEET SOUTH OF THE
 HR0889'CENTER OF THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE
 HR0889'CULVERT, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 8 FEET HIGHER
 HR0889'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HR0889'WITH THE GROUND.
 HR0889
 HR0889                          STATION RECOVERY (1986)
 HR0889
 HR0889'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2075 ***********************************************************************
 JS2075  DESIGNATION -  18
 JS2075  PID         -  JS2075
 JS2075  STATE/COUNTY-  CA/SOLANO
 JS2075  USGS QUAD   -  COURTLAND (1993)
 JS2075
 JS2075                         *CURRENT SURVEY CONTROL
 JS2075  ___________________________________________________________________
 JS2075* NAD 83(1986)-  38 16 12.     (N)    121 36 29.     (W)     SCALED    
 JS2075* NAVD 88     -         2.99   (+/-2cm)       9.8    (feet)  VERTCON   
 JS2075  ___________________________________________________________________
 JS2075  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JS2075  VERT ORDER  -  THIRD (See Below)
 JS2075
 JS2075.The horizontal coordinates were scaled from a topographic map and have
 JS2075.an estimated accuracy of +/- 6 seconds.
 JS2075
 JS2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2075.The vertical order pertains to the NGVD 29 superseded value.
 JS2075
 JS2075.The geoid height was determined by GEOID03.
 JS2075
 JS2075;                    North         East    Units  Estimated Accuracy
 JS2075;SPC CA 2     -   567,050.    2,034,300.      MT  (+/- 180 meters Scaled)
 JS2075
 JS2075                          SUPERSEDED SURVEY CONTROL
 JS2075
 JS2075  NGVD 29 (??/??/??)    2.25   (m)            7.4    (f) RESET       3  
 JS2075
 JS2075.Superseded values are not recommended for survey control.
 JS2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2075.See file dsdata.txt to determine how the superseded data were derived.
 JS2075
 JS2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH217366(NAD 83)
 JS2075_MARKER: B = BOLT
 JS2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2075_STAMPING: 18
 JS2075_MARK LOGO: RIRD  
 JS2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2075+STABILITY: SURFACE MOTION
 JS2075
 JS2075  HISTORY     - Date     Condition        Report By
 JS2075  HISTORY     - UNK      MONUMENTED       RIRD
 JS2075  HISTORY     - 1964     GOOD             CGS
 JS2075
 JS2075                          STATION DESCRIPTION
 JS2075
 JS2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2075'3.7 MI SE FROM FIVE POINTS.
 JS2075'0.9 MILE EAST ALONG AN ASPAHLT ROAD FROM THE RESORT AT FIVE
 JS2075'POINTS, THENCE 2.8 MILES EAST AND SOUTH ALONG EAST RYER ISLAND
 JS2075'ROAD, 0.1 MILE SOUTH OF THE SOUTH DRIVEWAY LEADING TO A BRICK
 JS2075'HOUSE, 48 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 JS2075'1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 12 FEET LOWER THAN
 JS2075'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 JS2075'FOOT ABOVE THE GROUND AND ENCLOSED BY AN 18-INCH CONCRETE SEWER
 JS2075'PIPE PROJECTING 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1597 ***********************************************************************
 DY1597  DESIGNATION -  18 00011 C OF LA
 DY1597  PID         -  DY1597
 DY1597  STATE/COUNTY-  CA/LOS ANGELES
 DY1597  USGS QUAD   -  INGLEWOOD (1981)
 DY1597
 DY1597                         *CURRENT SURVEY CONTROL
 DY1597  ___________________________________________________________________
 DY1597* NAD 83(1986)-  33 54 08.     (N)    118 15 52.     (W)     SCALED    
 DY1597* NAVD 88     -        36.02   (+/-2cm)     118.2    (feet)  VERTCON   
 DY1597  ___________________________________________________________________
 DY1597  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1597  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1597
 DY1597.The horizontal coordinates were scaled from a topographic map and have
 DY1597.an estimated accuracy of +/- 6 seconds.
 DY1597
 DY1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1597.The vertical order pertains to the NGVD 29 superseded value.
 DY1597
 DY1597.The geoid height was determined by GEOID03.
 DY1597
 DY1597;                    North         East    Units  Estimated Accuracy
 DY1597;SPC CA 5     -   544,650.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1597
 DY1597                          SUPERSEDED SURVEY CONTROL
 DY1597
 DY1597  NGVD 29 (??/??/92)   35.27   (m)          115.7    (f) COMPUTED    1 1
 DY1597
 DY1597.Superseded values are not recommended for survey control.
 DY1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1597.See file dsdata.txt to determine how the superseded data were derived.
 DY1597
 DY1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830520(NAD 83)
 DY1597_MARKER: S = SPIKE
 DY1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1597_SP_SET: CURB
 DY1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1597
 DY1597  HISTORY     - Date     Condition        Report By
 DY1597  HISTORY     - UNK      MONUMENTED       CA1980
 DY1597  HISTORY     - 1968     GOOD             CA1980
 DY1597
 DY1597                          STATION DESCRIPTION
 DY1597
 DY1597'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1597'NEAR COMPTON.
 DY1597'WIRE SPIKE IN WEST CURB OF AVALON BOULEVARD, 39 FEET NORTH OF
 DY1597'BEGINNING OF CURB RETURN NORTH OF ROSECRANS AVENUE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1599 ***********************************************************************
 DY1599  DESIGNATION -  18 00030 C OF LA
 DY1599  PID         -  DY1599
 DY1599  STATE/COUNTY-  CA/LOS ANGELES
 DY1599  USGS QUAD   -  INGLEWOOD (1981)
 DY1599
 DY1599                         *CURRENT SURVEY CONTROL
 DY1599  ___________________________________________________________________
 DY1599* NAD 83(1986)-  33 54 19.     (N)    118 15 52.     (W)     SCALED    
 DY1599* NAVD 88     -        37.55   (+/-2cm)     123.2    (feet)  VERTCON   
 DY1599  ___________________________________________________________________
 DY1599  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1599  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1599
 DY1599.The horizontal coordinates were scaled from a topographic map and have
 DY1599.an estimated accuracy of +/- 6 seconds.
 DY1599
 DY1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1599.The vertical order pertains to the NGVD 29 superseded value.
 DY1599
 DY1599.The geoid height was determined by GEOID03.
 DY1599
 DY1599;                    North         East    Units  Estimated Accuracy
 DY1599;SPC CA 5     -   544,990.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1599
 DY1599                          SUPERSEDED SURVEY CONTROL
 DY1599
 DY1599  NGVD 29 (??/??/92)   36.80   (m)          120.7    (f) COMPUTED    1 1
 DY1599
 DY1599.Superseded values are not recommended for survey control.
 DY1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1599.See file dsdata.txt to determine how the superseded data were derived.
 DY1599
 DY1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830523(NAD 83)
 DY1599_MARKER: N = NAIL
 DY1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1599_SP_SET: CURB
 DY1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1599
 DY1599  HISTORY     - Date     Condition        Report By
 DY1599  HISTORY     - UNK      MONUMENTED       CA1980
 DY1599  HISTORY     - 1968     GOOD             CA1980
 DY1599
 DY1599                          STATION DESCRIPTION
 DY1599
 DY1599'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1599'NEAR COMPTON.
 DY1599'GALVANIZED NAIL IN LEAD IN EAST CURB AVALON BOULEVARD, 3.7 FEET
 DY1599'NORTH OF BEGINNING OF CURB RETURN NORTHEAST CORNER OF 139TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1601 ***********************************************************************
 DY1601  DESIGNATION -  18 00070 C OF LA
 DY1601  PID         -  DY1601
 DY1601  STATE/COUNTY-  CA/LOS ANGELES
 DY1601  USGS QUAD   -  INGLEWOOD (1981)
 DY1601
 DY1601                         *CURRENT SURVEY CONTROL
 DY1601  ___________________________________________________________________
 DY1601* NAD 83(1986)-  33 54 34.     (N)    118 15 51.     (W)     SCALED    
 DY1601* NAVD 88     -        36.61   (+/-2cm)     120.1    (feet)  VERTCON   
 DY1601  ___________________________________________________________________
 DY1601  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1601  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1601
 DY1601.The horizontal coordinates were scaled from a topographic map and have
 DY1601.an estimated accuracy of +/- 6 seconds.
 DY1601
 DY1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1601.The vertical order pertains to the NGVD 29 superseded value.
 DY1601
 DY1601.The geoid height was determined by GEOID03.
 DY1601
 DY1601;                    North         East    Units  Estimated Accuracy
 DY1601;SPC CA 5     -   545,450.    1,975,570.      MT  (+/- 180 meters Scaled)
 DY1601
 DY1601                          SUPERSEDED SURVEY CONTROL
 DY1601
 DY1601  NGVD 29 (??/??/92)   35.86   (m)          117.7    (f) COMPUTED    1 1
 DY1601
 DY1601.Superseded values are not recommended for survey control.
 DY1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1601.See file dsdata.txt to determine how the superseded data were derived.
 DY1601
 DY1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831528(NAD 83)
 DY1601_MARKER: S = SPIKE
 DY1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1601_SP_SET: CULVERT
 DY1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1601
 DY1601  HISTORY     - Date     Condition        Report By
 DY1601  HISTORY     - UNK      MONUMENTED       CA1980
 DY1601  HISTORY     - 1968     GOOD             CA1980
 DY1601
 DY1601                          STATION DESCRIPTION
 DY1601
 DY1601'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1601'NEAR COMPTON.
 DY1601'CUT SPIKE IN WEST CURB AVALON BOULEVARD, 11.5 FEET NORTH OF
 DY1601'BEGINNING OF CURB RETURN NORTH OF 135TH STREET, IN TOP OF CULVERT,
 DY1601'AT SOUTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1602 ***********************************************************************
 DY1602  DESIGNATION -  18 00088 C OF LA
 DY1602  PID         -  DY1602
 DY1602  STATE/COUNTY-  CA/LOS ANGELES
 DY1602  USGS QUAD   -  INGLEWOOD (1981)
 DY1602
 DY1602                         *CURRENT SURVEY CONTROL
 DY1602  ___________________________________________________________________
 DY1602* NAD 83(1986)-  33 54 46.     (N)    118 15 52.     (W)     SCALED    
 DY1602* NAVD 88     -        37.05   (+/-2cm)     121.6    (feet)  VERTCON   
 DY1602  ___________________________________________________________________
 DY1602  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1602  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1602
 DY1602.The horizontal coordinates were scaled from a topographic map and have
 DY1602.an estimated accuracy of +/- 6 seconds.
 DY1602
 DY1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1602.The vertical order pertains to the NGVD 29 superseded value.
 DY1602
 DY1602.The geoid height was determined by GEOID03.
 DY1602
 DY1602;                    North         East    Units  Estimated Accuracy
 DY1602;SPC CA 5     -   545,820.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1602
 DY1602                          SUPERSEDED SURVEY CONTROL
 DY1602
 DY1602  NGVD 29 (??/??/92)   36.31   (m)          119.1    (f) COMPUTED    1 1
 DY1602
 DY1602.Superseded values are not recommended for survey control.
 DY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1602.See file dsdata.txt to determine how the superseded data were derived.
 DY1602
 DY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831532(NAD 83)
 DY1602_MARKER: DD = SURVEY DISK
 DY1602_SETTING: 0 = UNSPECIFIED SETTING
 DY1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1602
 DY1602  HISTORY     - Date     Condition        Report By
 DY1602  HISTORY     - UNK      MONUMENTED       CA1980
 DY1602  HISTORY     - 1968     GOOD             CA1980
 DY1602
 DY1602                          STATION DESCRIPTION
 DY1602
 DY1602'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1602'NEAR COMPTON.
 DY1602'COUNTY SURVEY MONUMENT ON CENTER LINE INTERSECTION OF AVALON
 DY1602'BOULEVARD AND 132ND STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1603 ***********************************************************************
 DY1603  DESIGNATION -  18 00091
 DY1603  PID         -  DY1603
 DY1603  STATE/COUNTY-  CA/LOS ANGELES
 DY1603  USGS QUAD   -  INGLEWOOD (1981)
 DY1603
 DY1603                         *CURRENT SURVEY CONTROL
 DY1603  ___________________________________________________________________
 DY1603* NAD 83(1986)-  33 54 49.     (N)    118 15 56.     (W)     SCALED    
 DY1603* NAVD 88     -        37.524  (meters)     123.11   (feet)  ADJUSTED  
 DY1603  ___________________________________________________________________
 DY1603  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1603  DYNAMIC HT  -          37.484 (meters)     122.98  (feet)  COMP
 DY1603  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DY1603
 DY1603  VERT ORDER  -  FIRST     CLASS I
 DY1603
 DY1603.The horizontal coordinates were scaled from a topographic map and have
 DY1603.an estimated accuracy of +/- 6 seconds.
 DY1603
 DY1603.The orthometric height was determined by differential leveling
 DY1603.and adjusted in June 1995.
 DY1603.WARNING-Repeat measurements at this control monument indicate possible
 DY1603.vertical movement.
 DY1603
 DY1603.The geoid height was determined by GEOID03.
 DY1603
 DY1603.The dynamic height is computed by dividing the NAVD 88
 DY1603.geopotential number by the normal gravity value computed on the
 DY1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1603.degrees latitude (g = 980.6199 gals.).
 DY1603
 DY1603.The modeled gravity was interpolated from observed gravity values.
 DY1603
 DY1603;                    North         East    Units  Estimated Accuracy
 DY1603;SPC CA 5     -   545,910.    1,975,440.      MT  (+/- 180 meters Scaled)
 DY1603
 DY1603                          SUPERSEDED SURVEY CONTROL
 DY1603
 DY1603  NAVD 88 (06/15/91)   37.534  (m)          123.14   (f) UNKNOWN     1 1
 DY1603  NGVD 29 (??/??/92)   36.787  (m)          120.69   (f) ADJ UNCH    1 1
 DY1603
 DY1603.Superseded values are not recommended for survey control.
 DY1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1603.See file dsdata.txt to determine how the superseded data were derived.
 DY1603
 DY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830532(NAD 83)
 DY1603_MARKER: S = SPIKE
 DY1603_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1603_SP_SET: CURB
 DY1603_MARK LOGO: NONE  
 DY1603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1603+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1603
 DY1603  HISTORY     - Date     Condition        Report By
 DY1603  HISTORY     - UNK      MONUMENTED       CA1980
 DY1603  HISTORY     - 1968     GOOD             CA1980
 DY1603  HISTORY     - 1976     GOOD             NGS
 DY1603  HISTORY     - 1978     GOOD             NGS
 DY1603  HISTORY     - 19890530 GOOD             NGS
 DY1603  HISTORY     - 19940722 GOOD             NGS
 DY1603
 DY1603                          STATION DESCRIPTION
 DY1603
 DY1603'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1603'NEAR COMPTON.
 DY1603'GALVANIZED NAIL AND LEAD IN SOUTH CURB 131ST STREET, 60.5 FEET WEST
 DY1603'OF WEST CURB LINE AVALON BOULEVARD.
 DY1603
 DY1603                          STATION RECOVERY (1976)
 DY1603
 DY1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1603'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE JUNCTION OF AVALON
 DY1603'BOULEVARD AND 131 ST STREET, A NAIL IN LEAD IN TOP OF THE SOUTH CURB
 DY1603'OF 131 ST STREET, 60.5 FT WEST OF WEST CURB LINE OF AVALON BOULEVARD.
 DY1603
 DY1603                          STATION RECOVERY (1978)
 DY1603
 DY1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1603'RECOVERED IN GOOD CONDITION.
 DY1603
 DY1603                          STATION RECOVERY (1989)
 DY1603
 DY1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1603'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD 0.2 M
 DY1603'(0.7 FT) ABOVE THE STREET SURFACE, ADD 6.4 M (21.0 FT) S OF THE
 DY1603'CENTER OF THE STREET.
 DY1603
 DY1603                          STATION RECOVERY (1994)
 DY1603
 DY1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1603'IN ATHENS, AT THE INTERSECTION OF 131ST STREET AND AVALON BOULEVARD, A
 DY1603'SPIKE IN THE SOUTH CONCRETE CURB OF THE STREET, 24.9 M (81.7 FT) WEST
 DY1603'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 5.5 M
 DY1603'(18.0 FT) SOUTH OF THE CENTER OF THE STREET, AND 0.2 M (0.7 FT) ABOVE
 DY1603'THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1604 ***********************************************************************
 DY1604  DESIGNATION -  18 00100 C OF LA
 DY1604  PID         -  DY1604
 DY1604  STATE/COUNTY-  CA/LOS ANGELES
 DY1604  USGS QUAD   -  INGLEWOOD (1981)
 DY1604
 DY1604                         *CURRENT SURVEY CONTROL
 DY1604  ___________________________________________________________________
 DY1604* NAD 83(1986)-  33 54 56.     (N)    118 15 51.     (W)     SCALED    
 DY1604* NAVD 88     -        37.09   (+/-2cm)     121.7    (feet)  VERTCON   
 DY1604  ___________________________________________________________________
 DY1604  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1604  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1604
 DY1604.The horizontal coordinates were scaled from a topographic map and have
 DY1604.an estimated accuracy of +/- 6 seconds.
 DY1604
 DY1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1604.The vertical order pertains to the NGVD 29 superseded value.
 DY1604
 DY1604.The geoid height was determined by GEOID03.
 DY1604
 DY1604;                    North         East    Units  Estimated Accuracy
 DY1604;SPC CA 5     -   546,130.    1,975,570.      MT  (+/- 180 meters Scaled)
 DY1604
 DY1604                          SUPERSEDED SURVEY CONTROL
 DY1604
 DY1604  NGVD 29 (??/??/92)   36.35   (m)          119.3    (f) COMPUTED    1 1
 DY1604
 DY1604.Superseded values are not recommended for survey control.
 DY1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1604.See file dsdata.txt to determine how the superseded data were derived.
 DY1604
 DY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831535(NAD 83)
 DY1604_MARKER: N = NAIL
 DY1604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1604_SP_SET: CURB
 DY1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1604
 DY1604  HISTORY     - Date     Condition        Report By
 DY1604  HISTORY     - UNK      MONUMENTED       CA1980
 DY1604  HISTORY     - 1968     GOOD             CA1980
 DY1604
 DY1604                          STATION DESCRIPTION
 DY1604
 DY1604'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1604'NEAR COMPTON.
 DY1604'GALVANIZED NAIL IN SOUTH CURB 129TH STREET, 55 FEET WEST OF WEST
 DY1604'CURB LINE AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2422 ***********************************************************************
 DY2422  DESIGNATION -  18 00130 C OF LA
 DY2422  PID         -  DY2422
 DY2422  STATE/COUNTY-  CA/LOS ANGELES
 DY2422  USGS QUAD   -  INGLEWOOD (1981)
 DY2422
 DY2422                         *CURRENT SURVEY CONTROL
 DY2422  ___________________________________________________________________
 DY2422* NAD 83(1986)-  33 54 59.     (N)    118 15 53.     (W)     SCALED    
 DY2422* NAVD 88     -        35.72   (+/-2cm)     117.2    (feet)  VERTCON   
 DY2422  ___________________________________________________________________
 DY2422  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2422  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2422
 DY2422.The horizontal coordinates were scaled from a topographic map and have
 DY2422.an estimated accuracy of +/- 6 seconds.
 DY2422
 DY2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2422.The vertical order pertains to the NGVD 29 superseded value.
 DY2422
 DY2422.The geoid height was determined by GEOID03.
 DY2422
 DY2422;                    North         East    Units  Estimated Accuracy
 DY2422;SPC CA 5     -   546,220.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY2422
 DY2422                          SUPERSEDED SURVEY CONTROL
 DY2422
 DY2422  NGVD 29 (??/??/92)   34.98   (m)          114.8    (f) COMPUTED    1 1
 DY2422
 DY2422.Superseded values are not recommended for survey control.
 DY2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2422.See file dsdata.txt to determine how the superseded data were derived.
 DY2422
 DY2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830536(NAD 83)
 DY2422_MARKER: DD = SURVEY DISK
 DY2422_SETTING: 0 = UNSPECIFIED SETTING
 DY2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2422
 DY2422  HISTORY     - Date     Condition        Report By
 DY2422  HISTORY     - UNK      MONUMENTED       CA1980
 DY2422  HISTORY     - 1968     GOOD             CA1980
 DY2422
 DY2422                          STATION DESCRIPTION
 DY2422
 DY2422'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY2422'IN LOS ANGELES.
 DY2422'COUNTY SURVEY MONUMENT NEAR CENTER LINE INTERSECTION OF AVALON
 DY2422'BOULEVARD AND EL SEGUNDO BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1703 ***********************************************************************
 DY1703  DESIGNATION -  18 00131 C OF LA
 DY1703  PID         -  DY1703
 DY1703  STATE/COUNTY-  CA/LOS ANGELES
 DY1703  USGS QUAD   -  INGLEWOOD (1981)
 DY1703
 DY1703                         *CURRENT SURVEY CONTROL
 DY1703  ___________________________________________________________________
 DY1703* NAD 83(1986)-  33 54 48.     (N)    118 15 54.     (W)     SCALED    
 DY1703* NAVD 88     -        35.67   (+/-2cm)     117.0    (feet)  VERTCON   
 DY1703  ___________________________________________________________________
 DY1703  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1703  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1703
 DY1703.The horizontal coordinates were scaled from a topographic map and have
 DY1703.an estimated accuracy of +/- 6 seconds.
 DY1703
 DY1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1703.The vertical order pertains to the NGVD 29 superseded value.
 DY1703
 DY1703.The geoid height was determined by GEOID03.
 DY1703
 DY1703;                    North         East    Units  Estimated Accuracy
 DY1703;SPC CA 5     -   545,880.    1,975,490.      MT  (+/- 180 meters Scaled)
 DY1703
 DY1703                          SUPERSEDED SURVEY CONTROL
 DY1703
 DY1703  NGVD 29 (??/??/92)   34.92   (m)          114.6    (f) COMPUTED    1 1
 DY1703
 DY1703.Superseded values are not recommended for survey control.
 DY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1703.See file dsdata.txt to determine how the superseded data were derived.
 DY1703
 DY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830532(NAD 83)
 DY1703_MARKER: S = SPIKE
 DY1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1703_SP_SET: CULVERT
 DY1703_STAMPING: 18-00131
 DY1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1703
 DY1703  HISTORY     - Date     Condition        Report By
 DY1703  HISTORY     - UNK      MONUMENTED       CA1980
 DY1703
 DY1703                          STATION DESCRIPTION
 DY1703
 DY1703'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 DY1703'IN LOS ANGELES.
 DY1703'WIRE SPIKE IN WEST CURB AVALON BLVD., AT POWER POLE NUMBER 1852534,
 DY1703'52.5 FEET OF BOX CULVERT CURB, RETURN NORTH OF EL SEQUNDO BLVD..
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1605 ***********************************************************************
 DY1605  DESIGNATION -  18 00135 C OF LA
 DY1605  PID         -  DY1605
 DY1605  STATE/COUNTY-  CA/LOS ANGELES
 DY1605  USGS QUAD   -  INGLEWOOD (1981)
 DY1605
 DY1605                         *CURRENT SURVEY CONTROL
 DY1605  ___________________________________________________________________
 DY1605* NAD 83(1986)-  33 55 03.     (N)    118 15 54.     (W)     SCALED    
 DY1605* NAVD 88     -        35.66   (+/-2cm)     117.0    (feet)  VERTCON   
 DY1605  ___________________________________________________________________
 DY1605  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1605  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1605
 DY1605.The horizontal coordinates were scaled from a topographic map and have
 DY1605.an estimated accuracy of +/- 6 seconds.
 DY1605
 DY1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1605.The vertical order pertains to the NGVD 29 superseded value.
 DY1605
 DY1605.The geoid height was determined by GEOID03.
 DY1605
 DY1605;                    North         East    Units  Estimated Accuracy
 DY1605;SPC CA 5     -   546,340.    1,975,490.      MT  (+/- 180 meters Scaled)
 DY1605
 DY1605                          SUPERSEDED SURVEY CONTROL
 DY1605
 DY1605  NGVD 29 (??/??/92)   34.92   (m)          114.6    (f) COMPUTED    1 1
 DY1605
 DY1605.Superseded values are not recommended for survey control.
 DY1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1605.See file dsdata.txt to determine how the superseded data were derived.
 DY1605
 DY1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830537(NAD 83)
 DY1605_MARKER: S = SPIKE
 DY1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1605_SP_SET: CATCH BASIN
 DY1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1605
 DY1605  HISTORY     - Date     Condition        Report By
 DY1605  HISTORY     - UNK      MONUMENTED       CA1980
 DY1605  HISTORY     - 1968     GOOD             CA1980
 DY1605
 DY1605                          STATION DESCRIPTION
 DY1605
 DY1605'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1605'IN LOS ANGELES.
 DY1605'WIRE SPIKE IN WEST CURB AVALON BOULEVARD, 10.3 FEET NORTH OF
 DY1605'BEGINNING OF CURB RETURN NORTHWEST CORNER 127TH STREET, NORTH END
 DY1605'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1606 ***********************************************************************
 DY1606  DESIGNATION -  18 00150
 DY1606  PID         -  DY1606
 DY1606  STATE/COUNTY-  CA/LOS ANGELES
 DY1606  USGS QUAD   -  INGLEWOOD (1981)
 DY1606
 DY1606                         *CURRENT SURVEY CONTROL
 DY1606  ___________________________________________________________________
 DY1606* NAD 83(2007)-  33 55 12.82576(N)    118 15 55.27776(W)     ADJUSTED  
 DY1606* NAVD 88     -        36.213  (meters)     118.81   (feet)  ADJUSTED  
 DY1606  ___________________________________________________________________
 DY1606  EPOCH DATE  -        2007.00
 DY1606  X           -  -2,508,993.605 (meters)                     COMP
 DY1606  Y           -  -4,666,464.326 (meters)                     COMP
 DY1606  Z           -   3,539,107.749 (meters)                     COMP
 DY1606  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DY1606  ELLIP HEIGHT-           0.344 (meters)          (02/10/07) ADJUSTED
 DY1606  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1606  DYNAMIC HT  -          36.174 (meters)     118.68  (feet)  COMP
 DY1606
 DY1606  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY1606  Type    PID    Designation                      North   East  Ellip
 DY1606  -------------------------------------------------------------------
 DY1606  NETWORK DY1606 18 00150                          0.88   1.57   7.39
 DY1606  -------------------------------------------------------------------
 DY1606  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DY1606
 DY1606  VERT ORDER  -  FIRST     CLASS I
 DY1606
 DY1606.The horizontal coordinates were established by GPS observations
 DY1606.and adjusted by the National Geodetic Survey in February 2007.
 DY1606
 DY1606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY1606.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY1606.The horizontal coordinates are valid at the epoch date displayed above.
 DY1606.The epoch date for horizontal control is a decimal equivalence
 DY1606.of Year/Month/Day.
 DY1606
 DY1606.The orthometric height was determined by differential leveling
 DY1606.and adjusted in June 1995.
 DY1606.WARNING-Repeat measurements at this control monument indicate possible
 DY1606.vertical movement.
 DY1606
 DY1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY1606
 DY1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY1606
 DY1606.The ellipsoidal height was determined by GPS observations
 DY1606.and is referenced to NAD 83.
 DY1606
 DY1606.The geoid height was determined by GEOID03.
 DY1606
 DY1606.The dynamic height is computed by dividing the NAVD 88
 DY1606.geopotential number by the normal gravity value computed on the
 DY1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1606.degrees latitude (g = 980.6199 gals.).
 DY1606
 DY1606.The modeled gravity was interpolated from observed gravity values.
 DY1606
 DY1606;                    North         East     Units Scale Factor Converg.
 DY1606;SPC CA 5     -   546,647.138 1,975,461.730   MT  1.00002643   -0 09 04.5
 DY1606;SPC CA 5     - 1,793,458.15  6,481,160.69   sFT  1.00002643   -0 09 04.5
 DY1606;UTM  11      - 3,754,032.042   383,034.483   MT  0.99976865   -0 42 22.3
 DY1606
 DY1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY1606!SPC CA 5     -   0.99999995  x   1.00002643  =   1.00002638
 DY1606!UTM  11      -   0.99999995  x   0.99976865  =   0.99976860
 DY1606
 DY1606                          SUPERSEDED SURVEY CONTROL
 DY1606
 DY1606  NAD 83(1994)-  33 55 12.81387(N)    118 15 55.26531(W) AD(1995.00) 1
 DY1606  ELLIP H (11/30/95)    0.333  (m)                       GP(1995.00) 4 2
 DY1606  NAVD 88 (06/15/91)   36.224  (m)          118.84   (f) UNKNOWN     1 1
 DY1606  NGVD 29 (??/??/92)   35.470  (m)          116.37   (f) ADJ UNCH    1 1
 DY1606
 DY1606.Superseded values are not recommended for survey control.
 DY1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1606.See file dsdata.txt to determine how the superseded data were derived.
 DY1606
 DY1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8303454032(NAD 83)
 DY1606_MARKER: S = SPIKE
 DY1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1606_SP_SET: CATCH BASIN
 DY1606_MARK LOGO: NONE  
 DY1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1606+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1606
 DY1606  HISTORY     - Date     Condition        Report By
 DY1606  HISTORY     - UNK      MONUMENTED       CA1980
 DY1606  HISTORY     - 1968     GOOD             CA1980
 DY1606  HISTORY     - 1976     GOOD             NGS
 DY1606  HISTORY     - 1978     GOOD             NGS
 DY1606  HISTORY     - 19890530 GOOD             NGS
 DY1606  HISTORY     - 19940722 GOOD             NGS
 DY1606
 DY1606                          STATION DESCRIPTION
 DY1606
 DY1606'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1606'IN LOS ANGELES.
 DY1606'WIRE SPIKE IN WEST CURB AVALON BOULEVARD, 10.4 FEET NORTH OF
 DY1606'BEGINNING OF CURB RETURN NORTHWEST CORNER 124TH STREET, NORTH
 DY1606'END CATCH BASIN.
 DY1606
 DY1606                          STATION RECOVERY (1976)
 DY1606
 DY1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1606'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE JUNCTION OF AVALON
 DY1606'BOULEVARD AND 124 TH STREET, A WIRE SPIKE IN TOP OF THE NORTHEAST
 DY1606'CORNER OF CATCH BASIN, AT WEST CURB OF AVALON BOULEVARD, 10.4 FT NORTH
 DY1606'OF CURB RETURN NORTH OF 124 TH STREET
 DY1606
 DY1606                          STATION RECOVERY (1978)
 DY1606
 DY1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1606'RECOVERED IN GOOD CONDITION.
 DY1606
 DY1606                          STATION RECOVERY (1989)
 DY1606
 DY1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1606'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD 0.2 M
 DY1606'(0.7 FT) ABOVE THE BOULEVARD SURFACE, ADD 6.5 M (21.3 FT) W OF THE
 DY1606'C/L OF THE S BOUND LANES OF THE BOULEVARD.
 DY1606
 DY1606                          STATION RECOVERY (1994)
 DY1606
 DY1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1606'IN ATHENS, AT THE INTERSECTION OF AVALON BOULEVARD AND 124TH STREET, A
 DY1606'SPIKE NEAR THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN, 16.8 M
 DY1606'(55.1 FT) NORTH OF THE CENTERLINE OF THE STREET, 6.5 M (21.3 FT) WEST
 DY1606'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, AND 0.3 M
 DY1606'(1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1607 ***********************************************************************
 DY1607  DESIGNATION -  18 00150 C OF LA
 DY1607  PID         -  DY1607
 DY1607  STATE/COUNTY-  CA/LOS ANGELES
 DY1607  USGS QUAD   -  INGLEWOOD (1981)
 DY1607
 DY1607                         *CURRENT SURVEY CONTROL
 DY1607  ___________________________________________________________________
 DY1607* NAD 83(1986)-  33 55 21.     (N)    118 15 53.     (W)     SCALED    
 DY1607* NAVD 88     -        36.19   (+/-2cm)     118.7    (feet)  VERTCON   
 DY1607  ___________________________________________________________________
 DY1607  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1607  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1607
 DY1607.The horizontal coordinates were scaled from a topographic map and have
 DY1607.an estimated accuracy of +/- 6 seconds.
 DY1607
 DY1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1607.The vertical order pertains to the NGVD 29 superseded value.
 DY1607
 DY1607.The geoid height was determined by GEOID03.
 DY1607
 DY1607;                    North         East    Units  Estimated Accuracy
 DY1607;SPC CA 5     -   546,900.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1607
 DY1607                          SUPERSEDED SURVEY CONTROL
 DY1607
 DY1607  NGVD 29 (??/??/92)   35.44   (m)          116.3    (f) COMPUTED    1 1
 DY1607
 DY1607.Superseded values are not recommended for survey control.
 DY1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1607.See file dsdata.txt to determine how the superseded data were derived.
 DY1607
 DY1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830542(NAD 83)
 DY1607_MARKER: S = SPIKE
 DY1607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1607_SP_SET: CURB
 DY1607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1607
 DY1607  HISTORY     - Date     Condition        Report By
 DY1607  HISTORY     - UNK      MONUMENTED       CA1980
 DY1607  HISTORY     - 1968     GOOD             CA1980
 DY1607
 DY1607                          STATION DESCRIPTION
 DY1607
 DY1607'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1607'IN LOS ANGELES.
 DY1607'CUT SPIKE IN EAST CURB AVALON BOULEVARD EAST ROADWAY, 2 FEET SOUTH
 DY1607'OF BEGINNING OF CURB RETURN SOUTH OF 122ND STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1609 ***********************************************************************
 DY1609  DESIGNATION -  18 00180 C OF LA
 DY1609  PID         -  DY1609
 DY1609  STATE/COUNTY-  CA/LOS ANGELES
 DY1609  USGS QUAD   -  INGLEWOOD (1981)
 DY1609
 DY1609                         *CURRENT SURVEY CONTROL
 DY1609  ___________________________________________________________________
 DY1609* NAD 83(1986)-  33 55 26.     (N)    118 15 53.     (W)     SCALED    
 DY1609* NAVD 88     -        37.01   (+/-2cm)     121.4    (feet)  VERTCON   
 DY1609  ___________________________________________________________________
 DY1609  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1609  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1609
 DY1609.The horizontal coordinates were scaled from a topographic map and have
 DY1609.an estimated accuracy of +/- 6 seconds.
 DY1609
 DY1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1609.The vertical order pertains to the NGVD 29 superseded value.
 DY1609
 DY1609.The geoid height was determined by GEOID03.
 DY1609
 DY1609;                    North         East    Units  Estimated Accuracy
 DY1609;SPC CA 5     -   547,050.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1609
 DY1609                          SUPERSEDED SURVEY CONTROL
 DY1609
 DY1609  NGVD 29 (??/??/92)   36.27   (m)          119.0    (f) COMPUTED    1 1
 DY1609
 DY1609.Superseded values are not recommended for survey control.
 DY1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1609.See file dsdata.txt to determine how the superseded data were derived.
 DY1609
 DY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830544(NAD 83)
 DY1609_MARKER: S = SPIKE
 DY1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1609_SP_SET: CATCH BASIN
 DY1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1609
 DY1609  HISTORY     - Date     Condition        Report By
 DY1609  HISTORY     - UNK      MONUMENTED       CA1980
 DY1609  HISTORY     - 1968     GOOD             CA1980
 DY1609
 DY1609                          STATION DESCRIPTION
 DY1609
 DY1609'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1609'IN LOS ANGELES.
 DY1609'WIRE SPIKE IN SOUTH CURB 120TH STREET 29.5 FEET WEST OF BEGINNING
 DY1609'OF CURB RETURN WEST OF AVALON BOULEVARD WEST END CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1610 ***********************************************************************
 DY1610  DESIGNATION -  18 00209 C OF LA
 DY1610  PID         -  DY1610
 DY1610  STATE/COUNTY-  CA/LOS ANGELES
 DY1610  USGS QUAD   -  INGLEWOOD (1981)
 DY1610
 DY1610                         *CURRENT SURVEY CONTROL
 DY1610  ___________________________________________________________________
 DY1610* NAD 83(1986)-  33 55 34.     (N)    118 15 53.     (W)     SCALED    
 DY1610* NAVD 88     -        36.68   (+/-2cm)     120.3    (feet)  VERTCON   
 DY1610  ___________________________________________________________________
 DY1610  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1610  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1610
 DY1610.The horizontal coordinates were scaled from a topographic map and have
 DY1610.an estimated accuracy of +/- 6 seconds.
 DY1610
 DY1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1610.The vertical order pertains to the NGVD 29 superseded value.
 DY1610
 DY1610.The geoid height was determined by GEOID03.
 DY1610
 DY1610;                    North         East    Units  Estimated Accuracy
 DY1610;SPC CA 5     -   547,300.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1610
 DY1610                          SUPERSEDED SURVEY CONTROL
 DY1610
 DY1610  NGVD 29 (??/??/92)   35.94   (m)          117.9    (f) COMPUTED    1 1
 DY1610
 DY1610.Superseded values are not recommended for survey control.
 DY1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1610.See file dsdata.txt to determine how the superseded data were derived.
 DY1610
 DY1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831546(NAD 83)
 DY1610_MARKER: S = SPIKE
 DY1610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1610_SP_SET: CATCH BASIN
 DY1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1610
 DY1610  HISTORY     - Date     Condition        Report By
 DY1610  HISTORY     - UNK      MONUMENTED       CA1980
 DY1610  HISTORY     - 1968     GOOD             CA1980
 DY1610
 DY1610                          STATION DESCRIPTION
 DY1610
 DY1610'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1610'IN LOS ANGELES.
 DY1610'WIRE SPIKE, EAST CURB AVALON BOULEVARD AT BEGINNING OF CURB
 DY1610'RETURN SOUTH OF 118TH PLACE, NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1611 ***********************************************************************
 DY1611  DESIGNATION -  18 00211
 DY1611  PID         -  DY1611
 DY1611  STATE/COUNTY-  CA/LOS ANGELES
 DY1611  USGS QUAD   -  INGLEWOOD (1981)
 DY1611
 DY1611                         *CURRENT SURVEY CONTROL
 DY1611  ___________________________________________________________________
 DY1611* NAD 83(1986)-  33 55 31.     (N)    118 15 54.     (W)     SCALED    
 DY1611* NAVD 88     -        36.566  (meters)     119.97   (feet)  ADJUSTED  
 DY1611  ___________________________________________________________________
 DY1611  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1611  DYNAMIC HT  -          36.527 (meters)     119.84  (feet)  COMP
 DY1611  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DY1611
 DY1611  VERT ORDER  -  FIRST     CLASS I
 DY1611
 DY1611.The horizontal coordinates were scaled from a topographic map and have
 DY1611.an estimated accuracy of +/- 6 seconds.
 DY1611
 DY1611.The orthometric height was determined by differential leveling
 DY1611.and adjusted in June 1995.
 DY1611.WARNING-Repeat measurements at this control monument indicate possible
 DY1611.vertical movement.
 DY1611
 DY1611.The geoid height was determined by GEOID03.
 DY1611
 DY1611.The dynamic height is computed by dividing the NAVD 88
 DY1611.geopotential number by the normal gravity value computed on the
 DY1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1611.degrees latitude (g = 980.6199 gals.).
 DY1611
 DY1611.The modeled gravity was interpolated from observed gravity values.
 DY1611
 DY1611;                    North         East    Units  Estimated Accuracy
 DY1611;SPC CA 5     -   547,210.    1,975,500.      MT  (+/- 180 meters Scaled)
 DY1611
 DY1611                          SUPERSEDED SURVEY CONTROL
 DY1611
 DY1611  NAVD 88 (06/15/91)   36.577  (m)          120.00   (f) UNKNOWN     1 1
 DY1611  NGVD 29 (??/??/92)   35.941  (m)          117.92   (f) ADJ UNCH    1 1
 DY1611
 DY1611.Superseded values are not recommended for survey control.
 DY1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1611.See file dsdata.txt to determine how the superseded data were derived.
 DY1611
 DY1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830545(NAD 83)
 DY1611_MARKER: S = SPIKE
 DY1611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1611_SP_SET: CATCH BASIN
 DY1611_MARK LOGO: NONE  
 DY1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1611+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1611
 DY1611  HISTORY     - Date     Condition        Report By
 DY1611  HISTORY     - UNK      MONUMENTED       CA1980
 DY1611  HISTORY     - 1968     GOOD             CA1980
 DY1611  HISTORY     - 1976     GOOD             NGS
 DY1611  HISTORY     - 1978     GOOD             NGS
 DY1611  HISTORY     - 19890530 GOOD             NGS
 DY1611  HISTORY     - 19940722 GOOD             NGS
 DY1611
 DY1611                          STATION DESCRIPTION
 DY1611
 DY1611'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1611'IN LOS ANGELES.
 DY1611'WIRE SPIKE, 3.7 FEET EAST OF THE EAST CURB LINE OF AVALON
 DY1611'BOULEVARD, 8.5 FEET SOUTH OF THE SOUTH PROPERTY LINE OF 118TH
 DY1611'STREET, IN THE TOP OF A CATCH BASIN, IN ITS NORTHEAST CORNER.
 DY1611
 DY1611                          STATION RECOVERY (1976)
 DY1611
 DY1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1611'AT LOS ANGELES, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1611'BOULEVARD AND 118 TH STREET, A WIRE SPIKE IN TOP OF THE NORTHEAST
 DY1611'CORNER OF A CATCH BASIN, 3.7 FT EAST OF EAST CURB OF BOULEVARD, 18 FT
 DY1611'SOUTH OF SOUTH CURB LINE OF 118 TH STREET, 3 FT SOUTH OF CURB RETURN
 DY1611'SOUTH OF STREET
 DY1611
 DY1611                          STATION RECOVERY (1978)
 DY1611
 DY1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1611'RECOVERED IN GOOD CONDITION.
 DY1611
 DY1611                          STATION RECOVERY (1989)
 DY1611
 DY1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1611'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1611'(0.7 FT) ABOVE THE BOULEVARD SURFACE.
 DY1611
 DY1611                          STATION RECOVERY (1994)
 DY1611
 DY1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1611'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND 118TH
 DY1611'STREET, A SPIKE NEAR THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN,
 DY1611'10.2 M (33.5 FT) SOUTH OF THE STREET CENTER, 7.1 M (23.3 FT) EAST OF
 DY1611'THE CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD, 6.8 M (22.3
 DY1611'FT) SOUTHWEST OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 DY1611'THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1612 ***********************************************************************
 DY1612  DESIGNATION -  18 00229 C OF LA
 DY1612  PID         -  DY1612
 DY1612  STATE/COUNTY-  CA/LOS ANGELES
 DY1612  USGS QUAD   -  INGLEWOOD (1981)
 DY1612
 DY1612                         *CURRENT SURVEY CONTROL
 DY1612  ___________________________________________________________________
 DY1612* NAD 83(1986)-  33 55 39.     (N)    118 15 53.     (W)     SCALED    
 DY1612* NAVD 88     -        36.43   (+/-2cm)     119.5    (feet)  VERTCON   
 DY1612  ___________________________________________________________________
 DY1612  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1612  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1612
 DY1612.The horizontal coordinates were scaled from a topographic map and have
 DY1612.an estimated accuracy of +/- 6 seconds.
 DY1612
 DY1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1612.The vertical order pertains to the NGVD 29 superseded value.
 DY1612
 DY1612.The geoid height was determined by GEOID03.
 DY1612
 DY1612;                    North         East    Units  Estimated Accuracy
 DY1612;SPC CA 5     -   547,450.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1612
 DY1612                          SUPERSEDED SURVEY CONTROL
 DY1612
 DY1612  NGVD 29 (??/??/92)   35.69   (m)          117.1    (f) COMPUTED    1 1
 DY1612
 DY1612.Superseded values are not recommended for survey control.
 DY1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1612.See file dsdata.txt to determine how the superseded data were derived.
 DY1612
 DY1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831548(NAD 83)
 DY1612_MARKER: S = SPIKE
 DY1612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1612_SP_SET: CATCH BASIN
 DY1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1612
 DY1612  HISTORY     - Date     Condition        Report By
 DY1612  HISTORY     - UNK      MONUMENTED       CA1980
 DY1612  HISTORY     - 1968     GOOD             CA1980
 DY1612
 DY1612                          STATION DESCRIPTION
 DY1612
 DY1612'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1612'IN LOS ANGELES.
 DY1612'WIRE SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 2.5 FEET SOUTH
 DY1612'OF THE BEGINNING OF CURB RETURN SOUTH OF 117TH STREET, IN THE TOP
 DY1612'OF A CATCH BASIN, AT ITS NORTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1613 ***********************************************************************
 DY1613  DESIGNATION -  18 00249 C OF LA
 DY1613  PID         -  DY1613
 DY1613  STATE/COUNTY-  CA/LOS ANGELES
 DY1613  USGS QUAD   -  INGLEWOOD (1981)
 DY1613
 DY1613                         *CURRENT SURVEY CONTROL
 DY1613  ___________________________________________________________________
 DY1613* NAD 83(1986)-  33 55 41.     (N)    118 15 53.     (W)     SCALED    
 DY1613* NAVD 88     -        36.20   (+/-2cm)     118.8    (feet)  VERTCON   
 DY1613  ___________________________________________________________________
 DY1613  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1613  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1613
 DY1613.The horizontal coordinates were scaled from a topographic map and have
 DY1613.an estimated accuracy of +/- 6 seconds.
 DY1613
 DY1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1613.The vertical order pertains to the NGVD 29 superseded value.
 DY1613
 DY1613.The geoid height was determined by GEOID03.
 DY1613
 DY1613;                    North         East    Units  Estimated Accuracy
 DY1613;SPC CA 5     -   547,520.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1613
 DY1613                          SUPERSEDED SURVEY CONTROL
 DY1613
 DY1613  NGVD 29 (??/??/92)   35.46   (m)          116.3    (f) COMPUTED    1 1
 DY1613
 DY1613.Superseded values are not recommended for survey control.
 DY1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1613.See file dsdata.txt to determine how the superseded data were derived.
 DY1613
 DY1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831548(NAD 83)
 DY1613_MARKER: S = SPIKE
 DY1613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1613_SP_SET: CATCH BASIN
 DY1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1613
 DY1613  HISTORY     - Date     Condition        Report By
 DY1613  HISTORY     - UNK      MONUMENTED       CA1980
 DY1613  HISTORY     - 1968     GOOD             CA1980
 DY1613
 DY1613                          STATION DESCRIPTION
 DY1613
 DY1613'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1613'IN LOS ANGELES.
 DY1613'WIRE SPIKE, 4.5 FEET EAST OF THE EAST CURB LINE OF AVALON
 DY1613'BOULEVARD, 10 FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH
 DY1613'OF 116TH STREET, IN THE TOP OF A CATCH BASIN, AT ITS SOUTHEAST
 DY1613'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1614 ***********************************************************************
 DY1614  DESIGNATION -  18 00270 C OF LA
 DY1614  PID         -  DY1614
 DY1614  STATE/COUNTY-  CA/LOS ANGELES
 DY1614  USGS QUAD   -  INGLEWOOD (1981)
 DY1614
 DY1614                         *CURRENT SURVEY CONTROL
 DY1614  ___________________________________________________________________
 DY1614* NAD 83(1986)-  33 55 51.     (N)    118 15 53.     (W)     SCALED    
 DY1614* NAVD 88     -        33.90   (+/-2cm)     111.2    (feet)  VERTCON   
 DY1614  ___________________________________________________________________
 DY1614  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1614  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1614
 DY1614.The horizontal coordinates were scaled from a topographic map and have
 DY1614.an estimated accuracy of +/- 6 seconds.
 DY1614
 DY1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1614.The vertical order pertains to the NGVD 29 superseded value.
 DY1614
 DY1614.The geoid height was determined by GEOID03.
 DY1614
 DY1614;                    North         East    Units  Estimated Accuracy
 DY1614;SPC CA 5     -   547,820.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1614
 DY1614                          SUPERSEDED SURVEY CONTROL
 DY1614
 DY1614  NGVD 29 (??/??/92)   33.16   (m)          108.8    (f) COMPUTED    1 1
 DY1614
 DY1614.Superseded values are not recommended for survey control.
 DY1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1614.See file dsdata.txt to determine how the superseded data were derived.
 DY1614
 DY1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831552(NAD 83)
 DY1614_MARKER: DD = SURVEY DISK
 DY1614_SETTING: 0 = UNSPECIFIED SETTING
 DY1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1614
 DY1614  HISTORY     - Date     Condition        Report By
 DY1614  HISTORY     - UNK      MONUMENTED       CA1980
 DY1614  HISTORY     - 1968     GOOD             CA1980
 DY1614
 DY1614                          STATION DESCRIPTION
 DY1614
 DY1614'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1614'IN LOS ANGELES.
 DY1614'STANDARD SURVEY MONUMENT ON THE CENTER LINE INTERSECTION OF
 DY1614'AVALON BOULEVARD AND IMPERIAL HIGHWAY, (THE MOST NORTHERLY OF
 DY1614'TWO MONUMENTS SET 4 FEET APART, UNDER STANDARD CAST IRON COVERS).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1615 ***********************************************************************
 DY1615  DESIGNATION -  18 00289
 DY1615  PID         -  DY1615
 DY1615  STATE/COUNTY-  CA/LOS ANGELES
 DY1615  USGS QUAD   -  INGLEWOOD (1981)
 DY1615
 DY1615                         *CURRENT SURVEY CONTROL
 DY1615  ___________________________________________________________________
 DY1615* NAD 83(1986)-  33 56 01.     (N)    118 15 55.     (W)     SCALED    
 DY1615* NAVD 88     -        33.587  (meters)     110.19   (feet)  ADJUSTED  
 DY1615  ___________________________________________________________________
 DY1615  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1615  DYNAMIC HT  -          33.550 (meters)     110.07  (feet)  COMP
 DY1615  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 DY1615  OBS GRAVITY -     979,561.3   (mgal)                       GRAV_OBS
 DY1615
 DY1615  VERT ORDER  -  FIRST     CLASS I
 DY1615
 DY1615.The horizontal coordinates were scaled from a topographic map and have
 DY1615.an estimated accuracy of +/- 6 seconds.
 DY1615
 DY1615.The orthometric height was determined by differential leveling
 DY1615.and adjusted in June 1995.
 DY1615.WARNING-Repeat measurements at this control monument indicate possible
 DY1615.vertical movement.
 DY1615
 DY1615.The geoid height was determined by GEOID03.
 DY1615
 DY1615.The dynamic height is computed by dividing the NAVD 88
 DY1615.geopotential number by the normal gravity value computed on the
 DY1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1615.degrees latitude (g = 980.6199 gals.).
 DY1615
 DY1615.The modeled gravity was interpolated from observed gravity values.
 DY1615.The observed gravity was obtained from relative gravimeter ties
 DY1615.to the IGSN71 gravity network.
 DY1615
 DY1615;                    North         East    Units  Estimated Accuracy
 DY1615;SPC CA 5     -   548,130.    1,975,470.      MT  (+/- 180 meters Scaled)
 DY1615
 DY1615                          SUPERSEDED SURVEY CONTROL
 DY1615
 DY1615  NAVD 88 (06/15/91)   33.595  (m)          110.22   (f) UNKNOWN     1 1
 DY1615  NGVD 29 (??/??/92)   32.831  (m)          107.71   (f) ADJ UNCH    1 1
 DY1615
 DY1615.Superseded values are not recommended for survey control.
 DY1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1615.See file dsdata.txt to determine how the superseded data were derived.
 DY1615
 DY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830555(NAD 83)
 DY1615_MARKER: S = SPIKE
 DY1615_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1615_SP_SET: CURB
 DY1615_MARK LOGO: NONE  
 DY1615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1615+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1615
 DY1615  HISTORY     - Date     Condition        Report By
 DY1615  HISTORY     - UNK      MONUMENTED       CA1980
 DY1615  HISTORY     - 1968     GOOD             CA1980
 DY1615  HISTORY     - 1976     GOOD             NGS
 DY1615  HISTORY     - 1978     GOOD             NGS
 DY1615  HISTORY     - 19890530 GOOD             NGS
 DY1615  HISTORY     - 19940722 GOOD             NGS
 DY1615
 DY1615                          STATION DESCRIPTION
 DY1615
 DY1615'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1615'AT LOS ANGELES.
 DY1615'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 27.5 FEET
 DY1615'SOUTH OF THE SOUTH CURB LINE OF 11TH PLACE, 1.0 FEET SOUTH OF
 DY1615'THE SOUTH END OF CATCH BASIN.
 DY1615
 DY1615                          STATION RECOVERY (1976)
 DY1615
 DY1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1615'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1615'BOULEVARD AND 111 TH PLACE, 27.5 FT SOUTH OF SOUTH CURB LINE OF 111
 DY1615'TH PLACE, IN WEST CURB OF BOULEVARD, 1 FT SOUTH OF SOUTHEAST CORNER OF
 DY1615'A CATCH BASIN
 DY1615
 DY1615                          STATION RECOVERY (1978)
 DY1615
 DY1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1615'RECOVERED IN GOOD CONDITION.
 DY1615
 DY1615                          STATION RECOVERY (1989)
 DY1615
 DY1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1615'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1615'(0.7 FT) ABOVE THE BOULEVARD SURFACE, ADD 0.6 M (2.0 FT) W OF THE C/L
 DY1615'OF THE S BOUND LANES OF THE BOULEVARD.
 DY1615
 DY1615                          STATION RECOVERY (1994)
 DY1615
 DY1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1615'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND 111TH
 DY1615'PLACE, A SPIKE IN THE WEST CONCRETE CURB OF AVALON BOULEVARD, 14.4 M
 DY1615'(47.2 FT) SOUTH OF THE PLACE CENTER, 6.0 M (19.7 FT) WEST OF THE
 DY1615'CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 4.2 M (13.8 FT)
 DY1615'SOUTH OF A SIGNAL LIGHT POLE WITH A STREET LIGHT ATTACHED, 0.6 M (2.0
 DY1615'FT) NORTHEAST OF A FIRE HYDRANT, 0.3 M (1.0 FT) SOUTH OF THE SOUTHEAST
 DY1615'CORNER OF A CATCH BASIN, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 DY1615'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1616 ***********************************************************************
 DY1616  DESIGNATION -  18 00311 C OF LA
 DY1616  PID         -  DY1616
 DY1616  STATE/COUNTY-  CA/LOS ANGELES
 DY1616  USGS QUAD   -  INGLEWOOD (1981)
 DY1616
 DY1616                         *CURRENT SURVEY CONTROL
 DY1616  ___________________________________________________________________
 DY1616* NAD 83(1986)-  33 56 11.     (N)    118 15 53.     (W)     SCALED    
 DY1616* NAVD 88     -        34.11   (+/-2cm)     111.9    (feet)  VERTCON   
 DY1616  ___________________________________________________________________
 DY1616  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1616  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1616
 DY1616.The horizontal coordinates were scaled from a topographic map and have
 DY1616.an estimated accuracy of +/- 6 seconds.
 DY1616
 DY1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1616.The vertical order pertains to the NGVD 29 superseded value.
 DY1616
 DY1616.The geoid height was determined by GEOID03.
 DY1616
 DY1616;                    North         East    Units  Estimated Accuracy
 DY1616;SPC CA 5     -   548,440.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1616
 DY1616                          SUPERSEDED SURVEY CONTROL
 DY1616
 DY1616  NGVD 29 (??/??/92)   33.37   (m)          109.5    (f) COMPUTED    1 1
 DY1616
 DY1616.Superseded values are not recommended for survey control.
 DY1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1616.See file dsdata.txt to determine how the superseded data were derived.
 DY1616
 DY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831558(NAD 83)
 DY1616_MARKER: S = SPIKE
 DY1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1616_SP_SET: CATCH BASIN
 DY1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1616
 DY1616  HISTORY     - Date     Condition        Report By
 DY1616  HISTORY     - UNK      MONUMENTED       CA1980
 DY1616  HISTORY     - 1968     GOOD             CA1980
 DY1616
 DY1616                          STATION DESCRIPTION
 DY1616
 DY1616'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1616'AT LOS ANGELES.
 DY1616'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 7.5 FEET SOUTH
 DY1616'OF THE CENTERLINE OF 109TH PLACE PRODUCED, NORTH END OF CATCH
 DY1616'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1618 ***********************************************************************
 DY1618  DESIGNATION -  18 00332 C OF LA
 DY1618  PID         -  DY1618
 DY1618  STATE/COUNTY-  CA/LOS ANGELES
 DY1618  USGS QUAD   -  INGLEWOOD (1981)
 DY1618
 DY1618                         *CURRENT SURVEY CONTROL
 DY1618  ___________________________________________________________________
 DY1618* NAD 83(1986)-  33 56 20.     (N)    118 15 53.     (W)     SCALED    
 DY1618* NAVD 88     -        35.20   (+/-2cm)     115.5    (feet)  VERTCON   
 DY1618  ___________________________________________________________________
 DY1618  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY1618  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1618
 DY1618.The horizontal coordinates were scaled from a topographic map and have
 DY1618.an estimated accuracy of +/- 6 seconds.
 DY1618
 DY1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1618.The vertical order pertains to the NGVD 29 superseded value.
 DY1618
 DY1618.The geoid height was determined by GEOID03.
 DY1618
 DY1618;                    North         East    Units  Estimated Accuracy
 DY1618;SPC CA 5     -   548,720.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1618
 DY1618                          SUPERSEDED SURVEY CONTROL
 DY1618
 DY1618  NGVD 29 (??/??/92)   34.46   (m)          113.1    (f) COMPUTED    1 1
 DY1618
 DY1618.Superseded values are not recommended for survey control.
 DY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1618.See file dsdata.txt to determine how the superseded data were derived.
 DY1618
 DY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831561(NAD 83)
 DY1618_MARKER: S = SPIKE
 DY1618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1618_SP_SET: CULVERT
 DY1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1618
 DY1618  HISTORY     - Date     Condition        Report By
 DY1618  HISTORY     - UNK      MONUMENTED       CA1980
 DY1618  HISTORY     - 1968     GOOD             CA1980
 DY1618
 DY1618                          STATION DESCRIPTION
 DY1618
 DY1618'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1618'AT LOS ANGELES.
 DY1618'SPIKE IN NORTH END OF CULVERT HEADWALL, 20.2 FEET WEST OF WEST
 DY1618'CURB LINE AVALON BOULEVARD, 77.5 FEET NORTH OF NORTH CURB LINE
 DY1618'OF 108TH STREET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1619 ***********************************************************************
 DY1619  DESIGNATION -  18 00351
 DY1619  PID         -  DY1619
 DY1619  STATE/COUNTY-  CA/LOS ANGELES
 DY1619  USGS QUAD   -  INGLEWOOD (1981)
 DY1619
 DY1619                         *CURRENT SURVEY CONTROL
 DY1619  ___________________________________________________________________
 DY1619* NAD 83(1986)-  33 56 24.     (N)    118 15 59.     (W)     SCALED    
 DY1619* NAVD 88     -        35.061  (meters)     115.03   (feet)  ADJUSTED  
 DY1619  ___________________________________________________________________
 DY1619  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY1619  DYNAMIC HT  -          35.023 (meters)     114.90  (feet)  COMP
 DY1619  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DY1619
 DY1619  VERT ORDER  -  FIRST     CLASS I
 DY1619
 DY1619.The horizontal coordinates were scaled from a topographic map and have
 DY1619.an estimated accuracy of +/- 6 seconds.
 DY1619
 DY1619.The orthometric height was determined by differential leveling
 DY1619.and adjusted in June 1995.
 DY1619.WARNING-Repeat measurements at this control monument indicate possible
 DY1619.vertical movement.
 DY1619
 DY1619.The geoid height was determined by GEOID03.
 DY1619
 DY1619.The dynamic height is computed by dividing the NAVD 88
 DY1619.geopotential number by the normal gravity value computed on the
 DY1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1619.degrees latitude (g = 980.6199 gals.).
 DY1619
 DY1619.The modeled gravity was interpolated from observed gravity values.
 DY1619
 DY1619;                    North         East    Units  Estimated Accuracy
 DY1619;SPC CA 5     -   548,840.    1,975,370.      MT  (+/- 180 meters Scaled)
 DY1619
 DY1619                          SUPERSEDED SURVEY CONTROL
 DY1619
 DY1619  NAVD 88 (06/15/91)   35.068  (m)          115.05   (f) UNKNOWN     1 1
 DY1619  NGVD 29 (??/??/92)   34.300  (m)          112.53   (f) ADJ UNCH    1 1
 DY1619
 DY1619.Superseded values are not recommended for survey control.
 DY1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1619.See file dsdata.txt to determine how the superseded data were derived.
 DY1619
 DY1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829562(NAD 83)
 DY1619_MARKER: S = SPIKE
 DY1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1619_SP_SET: STRUCTURE
 DY1619_MARK LOGO: NONE  
 DY1619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1619+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 DY1619
 DY1619  HISTORY     - Date     Condition        Report By
 DY1619  HISTORY     - 1968     MONUMENTED       CA1980
 DY1619  HISTORY     - 1968     GOOD             CA1980
 DY1619  HISTORY     - 1976     GOOD             NGS
 DY1619  HISTORY     - 1978     GOOD             NGS
 DY1619  HISTORY     - 19890530 GOOD             NGS
 DY1619  HISTORY     - 19940722 GOOD             NGS
 DY1619  HISTORY     - 19950406 GOOD             MWDSC
 DY1619  HISTORY     - 19960725 GOOD             MWDSC
 DY1619
 DY1619                          STATION DESCRIPTION
 DY1619
 DY1619'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1619'AT LOS ANGELES.
 DY1619'WIRE SPIKE 4.5 FEET SOUTH OF SOUTH CURB LINE OF 106TH STREET,
 DY1619'19.2 FEET WEST OF WEST CURB LINE OF AVALON BOULEVARD, SOUTHEAST
 DY1619'CORNER OF CATCH BASIN.
 DY1619
 DY1619                          STATION RECOVERY (1976)
 DY1619
 DY1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1619'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1619'BOULEVARD AND 106 TH STREET, IN TOP OF SOUTHEAST CORNER OF CATCH BASIN
 DY1619', 4.5 FT SOUTH OF SOUTH CURB OF 106 TH STREET, 19 FT WEST OF WEST CURB
 DY1619'LINE OF BOULEVARD
 DY1619
 DY1619                          STATION RECOVERY (1978)
 DY1619
 DY1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1619'RECOVERED IN GOOD CONDITION.
 DY1619
 DY1619                          STATION RECOVERY (1989)
 DY1619
 DY1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1619'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1619'(0.7 FT) ABOVE THE STREET SURFACE.
 DY1619
 DY1619                          STATION RECOVERY (1994)
 DY1619
 DY1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1619'IN LOS ANGELES, AT THE INTERSECTION OF 106TH STREET AND AVALON
 DY1619'BOULEVARD, A SPIKE NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH
 DY1619'BASIN, 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DY1619'OF THE BOULEVARD, 5.9 M (19.4 FT) SOUTH OF THE STREET CENTER, 3.1 M
 DY1619'(10.2 FT) NORTHWEST OF A CHAIN-LINK FENCE CORNER, AND 0.2 M (0.7 FT)
 DY1619'ABOVE THE LEVEL OF THE STREET.
 DY1619
 DY1619                          STATION RECOVERY (1995)
 DY1619
 DY1619'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1619'RECOVERED AS DESCRIBED.  REF MWD FB 2014 01 017.
 DY1619
 DY1619                          STATION RECOVERY (1996)
 DY1619
 DY1619'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 DY1619'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1620 ***********************************************************************
 DY1620  DESIGNATION -  18 00371 C OF LA
 DY1620  PID         -  DY1620
 DY1620  STATE/COUNTY-  CA/LOS ANGELES
 DY1620  USGS QUAD   -  INGLEWOOD (1981)
 DY1620
 DY1620                         *CURRENT SURVEY CONTROL
 DY1620  ___________________________________________________________________
 DY1620* NAD 83(1986)-  33 56 29.     (N)    118 15 53.     (W)     SCALED    
 DY1620* NAVD 88     -        35.33   (+/-2cm)     115.9    (feet)  VERTCON   
 DY1620  ___________________________________________________________________
 DY1620  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY1620  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1620
 DY1620.The horizontal coordinates were scaled from a topographic map and have
 DY1620.an estimated accuracy of +/- 6 seconds.
 DY1620
 DY1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1620.The vertical order pertains to the NGVD 29 superseded value.
 DY1620
 DY1620.The geoid height was determined by GEOID03.
 DY1620
 DY1620;                    North         East    Units  Estimated Accuracy
 DY1620;SPC CA 5     -   548,990.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1620
 DY1620                          SUPERSEDED SURVEY CONTROL
 DY1620
 DY1620  NGVD 29 (??/??/92)   34.59   (m)          113.5    (f) COMPUTED    1 1
 DY1620
 DY1620.Superseded values are not recommended for survey control.
 DY1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1620.See file dsdata.txt to determine how the superseded data were derived.
 DY1620
 DY1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831563(NAD 83)
 DY1620_MARKER: S = SPIKE
 DY1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1620_SP_SET: CATCH BASIN
 DY1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1620
 DY1620  HISTORY     - Date     Condition        Report By
 DY1620  HISTORY     - UNK      MONUMENTED       CA1980
 DY1620  HISTORY     - 1968     GOOD             CA1980
 DY1620
 DY1620                          STATION DESCRIPTION
 DY1620
 DY1620'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1620'AT LOS ANGELES.
 DY1620'WIRE SPIKE 4.5 FEET SOUTH OF SOUTH CURB LINE OF 104TH STREET,
 DY1620'7.4 FEET WEST OF AVALON BOULEVARD, SOUTHEAST CORNER OF CATCH
 DY1620'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1704 ***********************************************************************
 DY1704  DESIGNATION -  18 00389 C OF LA
 DY1704  PID         -  DY1704
 DY1704  STATE/COUNTY-  CA/LOS ANGELES
 DY1704  USGS QUAD   -  INGLEWOOD (1981)
 DY1704
 DY1704                         *CURRENT SURVEY CONTROL
 DY1704  ___________________________________________________________________
 DY1704* NAD 83(1986)-  33 56 37.     (N)    118 15 53.     (W)     SCALED    
 DY1704* NAVD 88     -        35.79   (+/-2cm)     117.4    (feet)  VERTCON   
 DY1704  ___________________________________________________________________
 DY1704  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY1704  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1704
 DY1704.The horizontal coordinates were scaled from a topographic map and have
 DY1704.an estimated accuracy of +/- 6 seconds.
 DY1704
 DY1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1704.The vertical order pertains to the NGVD 29 superseded value.
 DY1704
 DY1704.The geoid height was determined by GEOID03.
 DY1704
 DY1704;                    North         East    Units  Estimated Accuracy
 DY1704;SPC CA 5     -   549,240.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1704
 DY1704                          SUPERSEDED SURVEY CONTROL
 DY1704
 DY1704  NGVD 29 (??/??/92)   35.05   (m)          115.0    (f) COMPUTED    1 1
 DY1704
 DY1704.Superseded values are not recommended for survey control.
 DY1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1704.See file dsdata.txt to determine how the superseded data were derived.
 DY1704
 DY1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831566(NAD 83)
 DY1704_MARKER: DD = SURVEY DISK
 DY1704_SETTING: 0 = UNSPECIFIED SETTING
 DY1704_STAMPING: 18-00389
 DY1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1704
 DY1704  HISTORY     - Date     Condition        Report By
 DY1704  HISTORY     - UNK      MONUMENTED       CA1980
 DY1704
 DY1704                          STATION DESCRIPTION
 DY1704
 DY1704'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA UNK
 DY1704'IN LOS ANGELES.
 DY1704'STANDARD SURVEY MONUMENT IN AVALON BLVD., 40 FEET EAST OF WEST CURB,
 DY1704'32 FEET SOUTH OF SOUTH CURB LINE PRODUCED, OF 102ND STREET FROM THE
 DY1704'WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1621 ***********************************************************************
 DY1621  DESIGNATION -  18 00391 C OF LA
 DY1621  PID         -  DY1621
 DY1621  STATE/COUNTY-  CA/LOS ANGELES
 DY1621  USGS QUAD   -  INGLEWOOD (1981)
 DY1621
 DY1621                         *CURRENT SURVEY CONTROL
 DY1621  ___________________________________________________________________
 DY1621* NAD 83(1986)-  33 56 37.     (N)    118 15 53.     (W)     SCALED    
 DY1621* NAVD 88     -        36.03   (+/-2cm)     118.2    (feet)  VERTCON   
 DY1621  ___________________________________________________________________
 DY1621  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY1621  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1621
 DY1621.The horizontal coordinates were scaled from a topographic map and have
 DY1621.an estimated accuracy of +/- 6 seconds.
 DY1621
 DY1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1621.The vertical order pertains to the NGVD 29 superseded value.
 DY1621
 DY1621.The geoid height was determined by GEOID03.
 DY1621
 DY1621;                    North         East    Units  Estimated Accuracy
 DY1621;SPC CA 5     -   549,240.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1621
 DY1621                          SUPERSEDED SURVEY CONTROL
 DY1621
 DY1621  NGVD 29 (??/??/92)   35.29   (m)          115.8    (f) COMPUTED    1 2
 DY1621
 DY1621.Superseded values are not recommended for survey control.
 DY1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1621.See file dsdata.txt to determine how the superseded data were derived.
 DY1621
 DY1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831566(NAD 83)
 DY1621_MARKER: S = SPIKE
 DY1621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1621_SP_SET: CATCH BASIN
 DY1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1621
 DY1621  HISTORY     - Date     Condition        Report By
 DY1621  HISTORY     - UNK      MONUMENTED       CA1980
 DY1621  HISTORY     - 1968     GOOD             CA1980
 DY1621
 DY1621                          STATION DESCRIPTION
 DY1621
 DY1621'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1621'AT LOS ANGELES.
 DY1621'WIRE SPIKE 4 FEET SOUTH OF SOUTH CURB LINE OF 102ND STREET,
 DY1621'63 FEET WEST OF AVALON BOULEVARD, SOUTHWEST CORNER OF CATCH
 DY1621'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1622 ***********************************************************************
 DY1622  DESIGNATION -  18 00420 C OF LA
 DY1622  PID         -  DY1622
 DY1622  STATE/COUNTY-  CA/LOS ANGELES
 DY1622  USGS QUAD   -  INGLEWOOD (1981)
 DY1622
 DY1622                         *CURRENT SURVEY CONTROL
 DY1622  ___________________________________________________________________
 DY1622* NAD 83(1986)-  33 56 43.     (N)    118 15 53.     (W)     SCALED    
 DY1622* NAVD 88     -        36.84   (+/-2cm)     120.9    (feet)  VERTCON   
 DY1622  ___________________________________________________________________
 DY1622  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY1622  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1622
 DY1622.The horizontal coordinates were scaled from a topographic map and have
 DY1622.an estimated accuracy of +/- 6 seconds.
 DY1622
 DY1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1622.The vertical order pertains to the NGVD 29 superseded value.
 DY1622
 DY1622.The geoid height was determined by GEOID03.
 DY1622
 DY1622;                    North         East    Units  Estimated Accuracy
 DY1622;SPC CA 5     -   549,430.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1622
 DY1622                          SUPERSEDED SURVEY CONTROL
 DY1622
 DY1622  NGVD 29 (??/??/92)   36.10   (m)          118.4    (f) COMPUTED    1 1
 DY1622
 DY1622.Superseded values are not recommended for survey control.
 DY1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1622.See file dsdata.txt to determine how the superseded data were derived.
 DY1622
 DY1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831568(NAD 83)
 DY1622_MARKER: S = SPIKE
 DY1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1622_SP_SET: CATCH BASIN
 DY1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1622
 DY1622  HISTORY     - Date     Condition        Report By
 DY1622  HISTORY     - UNK      MONUMENTED       CA1980
 DY1622  HISTORY     - 1968     GOOD             CA1980
 DY1622
 DY1622                          STATION DESCRIPTION
 DY1622
 DY1622'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1622'AT LOS ANGELES.
 DY1622'WIRE SPIKE 3.8 FEET NORTH OF NORTH CURB LINE OF CENTURY
 DY1622'BOULEVARD, 39.5 FEET WEST OF AVALON BOULEVARD, NORTHEAST OF
 DY1622'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9265 ***********************************************************************
 DY9265  DESIGNATION -  18 00452
 DY9265  PID         -  DY9265
 DY9265  STATE/COUNTY-  CA/LOS ANGELES
 DY9265  USGS QUAD   -  INGLEWOOD (1981)
 DY9265
 DY9265                         *CURRENT SURVEY CONTROL
 DY9265  ___________________________________________________________________
 DY9265* NAD 83(1986)-  33 56 51.     (N)    118 15 58.     (W)     SCALED    
 DY9265* NAVD 88     -        37.202  (meters)     122.05   (feet)  ADJUSTED  
 DY9265  ___________________________________________________________________
 DY9265  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY9265  DYNAMIC HT  -          37.162 (meters)     121.92  (feet)  COMP
 DY9265  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DY9265
 DY9265  VERT ORDER  -  FIRST     CLASS II
 DY9265
 DY9265.The horizontal coordinates were scaled from a topographic map and have
 DY9265.an estimated accuracy of +/- 6 seconds.
 DY9265
 DY9265.The orthometric height was determined by differential leveling
 DY9265.and adjusted in June 1995.
 DY9265
 DY9265.The geoid height was determined by GEOID03.
 DY9265
 DY9265.The dynamic height is computed by dividing the NAVD 88
 DY9265.geopotential number by the normal gravity value computed on the
 DY9265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9265.degrees latitude (g = 980.6199 gals.).
 DY9265
 DY9265.The modeled gravity was interpolated from observed gravity values.
 DY9265
 DY9265;                    North         East    Units  Estimated Accuracy
 DY9265;SPC CA 5     -   549,670.    1,975,400.      MT  (+/- 180 meters Scaled)
 DY9265
 DY9265                          SUPERSEDED SURVEY CONTROL
 DY9265
 DY9265  NAVD 88 (06/15/91)   37.208  (m)          122.07   (f) UNKNOWN     1 2
 DY9265
 DY9265.Superseded values are not recommended for survey control.
 DY9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9265.See file dsdata.txt to determine how the superseded data were derived.
 DY9265
 DY9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830570(NAD 83)
 DY9265_MARKER: DD = SURVEY DISK
 DY9265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9265_SP_SET: CATCH BASIN
 DY9265_STAMPING: 18-00452 1981 50 H AUX
 DY9265_MARK LOGO: CA1980
 DY9265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9265+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 DY9265
 DY9265  HISTORY     - Date     Condition        Report By
 DY9265  HISTORY     - 1981     MONUMENTED       CA1980
 DY9265  HISTORY     - 19890530 GOOD             NGS
 DY9265  HISTORY     - 19940722 GOOD             NGS
 DY9265  HISTORY     - 19950406 GOOD             MWDSC
 DY9265  HISTORY     - 19960105 GOOD             MWDSC
 DY9265
 DY9265                          STATION DESCRIPTION
 DY9265
 DY9265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9265'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND 92ND
 DY9265'STREET, IN TOP OF A SIDEWALK AT THE NORTHEAST CORNER OF A CATCH
 DY9265'BASIN, 16.3 M (53.5 FT) W OF THE C/L OF THE BOULEVARD, 5.2 M (17.1
 DY9265'FT) N OF THE C/L OF THE W BOUND LANES OF THE STREET, 2.5 M (8.2 FT) W
 DY9265'OF A FIRE HYDRANT, 0.2 M (0.7 FT) ABOVE THE STREET SURFACE.
 DY9265
 DY9265                          STATION RECOVERY (1994)
 DY9265
 DY9265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9265'IN LOS ANGELES, AT THE INTERSECTION OF 98TH STREET AND AVALON
 DY9265'BOULEVARD, NEAR THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN, 16.3 M
 DY9265'(53.5 FT) WEST OF THE BOULEVARD CENTERLINE, 10.1 M (33.1 FT) NORTH OF
 DY9265'THE NORTHWEST LEG OF HIGH LINE TOWER NUMBER 1205, 5.2 M (17.1 FT)
 DY9265'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 2.4 M
 DY9265'(7.9 FT) WEST OF A FIRE HYDRANT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 DY9265'THE STREET.
 DY9265
 DY9265                          STATION RECOVERY (1995)
 DY9265
 DY9265'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY9265'RECOVERED AS DESCRIBED.  REF MWD FB 2014 01 016.
 DY9265
 DY9265                          STATION RECOVERY (1996)
 DY9265
 DY9265'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 DY9265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1624 ***********************************************************************
 DY1624  DESIGNATION -  18 00471 C OF LA
 DY1624  PID         -  DY1624
 DY1624  STATE/COUNTY-  CA/LOS ANGELES
 DY1624  USGS QUAD   -  INGLEWOOD (1981)
 DY1624
 DY1624                         *CURRENT SURVEY CONTROL
 DY1624  ___________________________________________________________________
 DY1624* NAD 83(1986)-  33 56 56.     (N)    118 15 53.     (W)     SCALED    
 DY1624* NAVD 88     -        37.71   (+/-2cm)     123.7    (feet)  VERTCON   
 DY1624  ___________________________________________________________________
 DY1624  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY1624  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1624
 DY1624.The horizontal coordinates were scaled from a topographic map and have
 DY1624.an estimated accuracy of +/- 6 seconds.
 DY1624
 DY1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1624.The vertical order pertains to the NGVD 29 superseded value.
 DY1624
 DY1624.The geoid height was determined by GEOID03.
 DY1624
 DY1624;                    North         East    Units  Estimated Accuracy
 DY1624;SPC CA 5     -   549,830.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1624
 DY1624                          SUPERSEDED SURVEY CONTROL
 DY1624
 DY1624  NGVD 29 (??/??/92)   36.97   (m)          121.3    (f) COMPUTED    1 1
 DY1624
 DY1624.Superseded values are not recommended for survey control.
 DY1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1624.See file dsdata.txt to determine how the superseded data were derived.
 DY1624
 DY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831572(NAD 83)
 DY1624_MARKER: S = SPIKE
 DY1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1624_SP_SET: CATCH BASIN
 DY1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1624
 DY1624  HISTORY     - Date     Condition        Report By
 DY1624  HISTORY     - UNK      MONUMENTED       CA1980
 DY1624  HISTORY     - 1968     GOOD             CA1980
 DY1624
 DY1624                          STATION DESCRIPTION
 DY1624
 DY1624'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1624'AT LOS ANGELES.
 DY1624'WIRE SPIKE, 3.7 FEET EAST OF EAST CURB LINE OF AVALON BOULEVARD,
 DY1624'17.7 FEET NORTH OF COLDEN AVENUE, NORTHEAST CORNER OF CATCH
 DY1624'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1625 ***********************************************************************
 DY1625  DESIGNATION -  18 00491 C OF LA
 DY1625  PID         -  DY1625
 DY1625  STATE/COUNTY-  CA/LOS ANGELES
 DY1625  USGS QUAD   -  INGLEWOOD (1981)
 DY1625
 DY1625                         *CURRENT SURVEY CONTROL
 DY1625  ___________________________________________________________________
 DY1625* NAD 83(1986)-  33 57 01.     (N)    118 15 53.     (W)     SCALED    
 DY1625* NAVD 88     -        37.79   (+/-2cm)     124.0    (feet)  VERTCON   
 DY1625  ___________________________________________________________________
 DY1625  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY1625  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1625
 DY1625.The horizontal coordinates were scaled from a topographic map and have
 DY1625.an estimated accuracy of +/- 6 seconds.
 DY1625
 DY1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1625.The vertical order pertains to the NGVD 29 superseded value.
 DY1625
 DY1625.The geoid height was determined by GEOID03.
 DY1625
 DY1625;                    North         East    Units  Estimated Accuracy
 DY1625;SPC CA 5     -   549,980.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1625
 DY1625                          SUPERSEDED SURVEY CONTROL
 DY1625
 DY1625  NGVD 29 (??/??/92)   37.05   (m)          121.6    (f) COMPUTED    1 1
 DY1625
 DY1625.Superseded values are not recommended for survey control.
 DY1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1625.See file dsdata.txt to determine how the superseded data were derived.
 DY1625
 DY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831573(NAD 83)
 DY1625_MARKER: S = SPIKE
 DY1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1625_SP_SET: CURB
 DY1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1625
 DY1625  HISTORY     - Date     Condition        Report By
 DY1625  HISTORY     - UNK      MONUMENTED       CA1980
 DY1625  HISTORY     - 1968     GOOD             CA1980
 DY1625
 DY1625                          STATION DESCRIPTION
 DY1625
 DY1625'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1625'AT LOS ANGELES.
 DY1625'SQUARE SPIKE IN THE SOUTH CURB OF 95TH STREET, 5.5 FEET EAST
 DY1625'OF THE BEGINNING OF CURB RETURN EAST OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1626 ***********************************************************************
 DY1626  DESIGNATION -  18 00531 C OF LA
 DY1626  PID         -  DY1626
 DY1626  STATE/COUNTY-  CA/LOS ANGELES
 DY1626  USGS QUAD   -  INGLEWOOD (1981)
 DY1626
 DY1626                         *CURRENT SURVEY CONTROL
 DY1626  ___________________________________________________________________
 DY1626* NAD 83(1986)-  33 57 06.     (N)    118 15 53.     (W)     SCALED    
 DY1626* NAVD 88     -        38.03   (+/-2cm)     124.8    (feet)  VERTCON   
 DY1626  ___________________________________________________________________
 DY1626  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY1626  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1626
 DY1626.The horizontal coordinates were scaled from a topographic map and have
 DY1626.an estimated accuracy of +/- 6 seconds.
 DY1626
 DY1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1626.The vertical order pertains to the NGVD 29 superseded value.
 DY1626
 DY1626.The geoid height was determined by GEOID03.
 DY1626
 DY1626;                    North         East    Units  Estimated Accuracy
 DY1626;SPC CA 5     -   550,130.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1626
 DY1626                          SUPERSEDED SURVEY CONTROL
 DY1626
 DY1626  NGVD 29 (??/??/92)   37.29   (m)          122.3    (f) COMPUTED    1 1
 DY1626
 DY1626.Superseded values are not recommended for survey control.
 DY1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1626.See file dsdata.txt to determine how the superseded data were derived.
 DY1626
 DY1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831575(NAD 83)
 DY1626_MARKER: S = SPIKE
 DY1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1626_SP_SET: CATCH BASIN
 DY1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1626
 DY1626  HISTORY     - Date     Condition        Report By
 DY1626  HISTORY     - UNK      MONUMENTED       CA1980
 DY1626  HISTORY     - 1968     GOOD             CA1980
 DY1626
 DY1626                          STATION DESCRIPTION
 DY1626
 DY1626'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1626'AT LOS ANGELES.
 DY1626'WIRE SPIKE 3.7 FEET WEST OF WEST CURB LINE OF AVALON BOULEVARD,
 DY1626'11.5 FEET NORTH OF 93RD STREET, SOUTHWEST CORNER OF CATCH
 DY1626'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1627 ***********************************************************************
 DY1627  DESIGNATION -  18 00551
 DY1627  PID         -  DY1627
 DY1627  STATE/COUNTY-  CA/LOS ANGELES
 DY1627  USGS QUAD   -  INGLEWOOD (1981)
 DY1627
 DY1627                         *CURRENT SURVEY CONTROL
 DY1627  ___________________________________________________________________
 DY1627* NAD 83(1986)-  33 57 11.     (N)    118 16 00.     (W)     SCALED    
 DY1627* NAVD 88     -        38.313  (meters)     125.70   (feet)  ADJUSTED  
 DY1627  ___________________________________________________________________
 DY1627  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY1627  DYNAMIC HT  -          38.272 (meters)     125.56  (feet)  COMP
 DY1627  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 DY1627
 DY1627  VERT ORDER  -  FIRST     CLASS I
 DY1627
 DY1627.The horizontal coordinates were scaled from a topographic map and have
 DY1627.an estimated accuracy of +/- 6 seconds.
 DY1627
 DY1627.The orthometric height was determined by differential leveling
 DY1627.and adjusted in June 1995.
 DY1627
 DY1627.The geoid height was determined by GEOID03.
 DY1627
 DY1627.The dynamic height is computed by dividing the NAVD 88
 DY1627.geopotential number by the normal gravity value computed on the
 DY1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1627.degrees latitude (g = 980.6199 gals.).
 DY1627
 DY1627.The modeled gravity was interpolated from observed gravity values.
 DY1627
 DY1627;                    North         East    Units  Estimated Accuracy
 DY1627;SPC CA 5     -   550,290.    1,975,350.      MT  (+/- 180 meters Scaled)
 DY1627
 DY1627                          SUPERSEDED SURVEY CONTROL
 DY1627
 DY1627  NAVD 88 (06/15/91)   38.320  (m)          125.72   (f) UNKNOWN     1 1
 DY1627  NGVD 29 (??/??/92)   37.542  (m)          123.17   (f) ADJ UNCH    1 1
 DY1627
 DY1627.Superseded values are not recommended for survey control.
 DY1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1627.See file dsdata.txt to determine how the superseded data were derived.
 DY1627
 DY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829576(NAD 83)
 DY1627_MARKER: S = SPIKE
 DY1627_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1627_SP_SET: CURB
 DY1627_MARK LOGO: NONE  
 DY1627_PROJECTION: FLUSH
 DY1627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1627+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1997
 DY1627
 DY1627  HISTORY     - Date     Condition        Report By
 DY1627  HISTORY     - 1968     MONUMENTED       CA1980
 DY1627  HISTORY     - 1968     GOOD             CA1980
 DY1627  HISTORY     - 1976     GOOD             NGS
 DY1627  HISTORY     - 1978     GOOD             NGS
 DY1627  HISTORY     - 19890530 GOOD             NGS
 DY1627  HISTORY     - 19940722 GOOD             NGS
 DY1627  HISTORY     - 19950406 GOOD             MWDSC
 DY1627  HISTORY     - 19960725 GOOD             MWDSC
 DY1627  HISTORY     - 19970811 GOOD             MWDSC
 DY1627
 DY1627                          STATION DESCRIPTION
 DY1627
 DY1627'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1627'AT LOS ANGELES.
 DY1627'WIRE SPIKE IN THE NORTH CURB OF 92ND STREET, 45.7 FEET WEST OF
 DY1627'AVALON BOULEVARD, WEST END OF CATCH BASIN.
 DY1627
 DY1627                          STATION RECOVERY (1976)
 DY1627
 DY1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1627'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AVOLON
 DY1627'BOULEVARD AND 92 ND STREET, IN TOP OF CURBING AT SOUTHWEST CORNER OF
 DY1627'A CATCH BASIN, AT NORTH CURB OF 92 ND STREET, 46 FT WEST OF WEST CURB
 DY1627'OF AVALON BOULEVARD.
 DY1627
 DY1627                          STATION RECOVERY (1978)
 DY1627
 DY1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1627'RECOVERED IN GOOD CONDITION.
 DY1627
 DY1627                          STATION RECOVERY (1989)
 DY1627
 DY1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1627'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1627'(0.7 FT) ABOVE THE STREET SURFACE, ADD 8.5 M (27.9 FT) N OF THE C/L
 DY1627'OF 92ND STREET.
 DY1627
 DY1627                          STATION RECOVERY (1994)
 DY1627
 DY1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1627'IN LOS ANGELES, AT THE INTERSECTION OF 92ND STREET AND AVALON
 DY1627'BOULEVARD, A SPIKE IN THE NORTH CONCRETE CURB OF THE STREET, 22.9 M
 DY1627'(75.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY1627'BOULEVARD, 11.9 M (39.0 FT) WEST OF A SIGNAL LIGHT POLE WITH A STREET
 DY1627'LIGHT ATTACHED, 8.1 M (26.6 FT) NORTH OF THE STREET CENTERLINE, 0.2 M
 DY1627'(0.7 FT) ABOVE THE LEVEL OF THE STREET, AND 0.1 M (0.3 FT) WEST OF THE
 DY1627'SOUTHWEST CORNER OF A CATCH BASIN.
 DY1627
 DY1627                          STATION RECOVERY (1995)
 DY1627
 DY1627'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1627'RECOVERED AS DESCRIBED.  REF MWD FB 2014 01 015.
 DY1627
 DY1627                          STATION RECOVERY (1996)
 DY1627
 DY1627'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 DY1627'RECOVERED AS DESCRIBED.
 DY1627
 DY1627                          STATION RECOVERY (1997)
 DY1627
 DY1627'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 DY1627'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1628 ***********************************************************************
 DY1628  DESIGNATION -  18 00571 C OF LA
 DY1628  PID         -  DY1628
 DY1628  STATE/COUNTY-  CA/LOS ANGELES
 DY1628  USGS QUAD   -  INGLEWOOD (1981)
 DY1628
 DY1628                         *CURRENT SURVEY CONTROL
 DY1628  ___________________________________________________________________
 DY1628* NAD 83(1986)-  33 57 12.     (N)    118 15 53.     (W)     SCALED    
 DY1628* NAVD 88     -        38.63   (+/-2cm)     126.7    (feet)  VERTCON   
 DY1628  ___________________________________________________________________
 DY1628  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY1628  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1628
 DY1628.The horizontal coordinates were scaled from a topographic map and have
 DY1628.an estimated accuracy of +/- 6 seconds.
 DY1628
 DY1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1628.The vertical order pertains to the NGVD 29 superseded value.
 DY1628
 DY1628.The geoid height was determined by GEOID03.
 DY1628
 DY1628;                    North         East    Units  Estimated Accuracy
 DY1628;SPC CA 5     -   550,320.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1628
 DY1628                          SUPERSEDED SURVEY CONTROL
 DY1628
 DY1628  NGVD 29 (??/??/92)   37.89   (m)          124.3    (f) COMPUTED    1 1
 DY1628
 DY1628.Superseded values are not recommended for survey control.
 DY1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1628.See file dsdata.txt to determine how the superseded data were derived.
 DY1628
 DY1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831577(NAD 83)
 DY1628_MARKER: S = SPIKE
 DY1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1628_SP_SET: CATCH BASIN
 DY1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1628
 DY1628  HISTORY     - Date     Condition        Report By
 DY1628  HISTORY     - UNK      MONUMENTED       CA1980
 DY1628  HISTORY     - 1968     GOOD             CA1980
 DY1628
 DY1628                          STATION DESCRIPTION
 DY1628
 DY1628'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1628'AT LOS ANGELES.
 DY1628'WIRE SPIKE 3.7 FEET SOUTH OF SOUTH CURB OF 91ST STREET, 17.5
 DY1628'FEET EAST OF AVALON BOULEVARD, SOUTHEAST CORNER OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1629 ***********************************************************************
 DY1629  DESIGNATION -  18 00591 C OF LA
 DY1629  PID         -  DY1629
 DY1629  STATE/COUNTY-  CA/LOS ANGELES
 DY1629  USGS QUAD   -  INGLEWOOD (1981)
 DY1629
 DY1629                         *CURRENT SURVEY CONTROL
 DY1629  ___________________________________________________________________
 DY1629* NAD 83(1986)-  33 57 19.     (N)    118 15 53.     (W)     SCALED    
 DY1629* NAVD 88     -        39.27   (+/-2cm)     128.8    (feet)  VERTCON   
 DY1629  ___________________________________________________________________
 DY1629  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY1629  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1629
 DY1629.The horizontal coordinates were scaled from a topographic map and have
 DY1629.an estimated accuracy of +/- 6 seconds.
 DY1629
 DY1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1629.The vertical order pertains to the NGVD 29 superseded value.
 DY1629
 DY1629.The geoid height was determined by GEOID03.
 DY1629
 DY1629;                    North         East    Units  Estimated Accuracy
 DY1629;SPC CA 5     -   550,540.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1629
 DY1629                          SUPERSEDED SURVEY CONTROL
 DY1629
 DY1629  NGVD 29 (??/??/92)   38.52   (m)          126.4    (f) COMPUTED    1 1
 DY1629
 DY1629.Superseded values are not recommended for survey control.
 DY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1629.See file dsdata.txt to determine how the superseded data were derived.
 DY1629
 DY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831579(NAD 83)
 DY1629_MARKER: S = SPIKE
 DY1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1629_SP_SET: CURB
 DY1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1629
 DY1629  HISTORY     - Date     Condition        Report By
 DY1629  HISTORY     - UNK      MONUMENTED       CA1980
 DY1629  HISTORY     - 1968     GOOD             CA1980
 DY1629
 DY1629                          STATION DESCRIPTION
 DY1629
 DY1629'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1629'AT LOS ANGELES.
 DY1629'WIRE SPIKE IN THE NORTH CURB OF 89TH STREET, 10.2 FEET WEST OF
 DY1629'THE BEGINNING OF CURB RETURN WEST OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1705 ***********************************************************************
 DY1705  DESIGNATION -  18 00629
 DY1705  PID         -  DY1705
 DY1705  STATE/COUNTY-  CA/LOS ANGELES
 DY1705  USGS QUAD   -  INGLEWOOD (1981)
 DY1705
 DY1705                         *CURRENT SURVEY CONTROL
 DY1705  ___________________________________________________________________
 DY1705* NAD 83(1986)-  33 57 28.     (N)    118 15 58.     (W)     SCALED    
 DY1705* NAVD 88     -        40.215  (meters)     131.94   (feet)  ADJUSTED  
 DY1705  ___________________________________________________________________
 DY1705  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY1705  DYNAMIC HT  -          40.171 (meters)     131.79  (feet)  COMP
 DY1705  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 DY1705
 DY1705  VERT ORDER  -  FIRST     CLASS I
 DY1705
 DY1705.The horizontal coordinates were scaled from a topographic map and have
 DY1705.an estimated accuracy of +/- 6 seconds.
 DY1705
 DY1705.The orthometric height was determined by differential leveling
 DY1705.and adjusted in June 1995.
 DY1705
 DY1705.The geoid height was determined by GEOID03.
 DY1705
 DY1705.The dynamic height is computed by dividing the NAVD 88
 DY1705.geopotential number by the normal gravity value computed on the
 DY1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1705.degrees latitude (g = 980.6199 gals.).
 DY1705
 DY1705.The modeled gravity was interpolated from observed gravity values.
 DY1705
 DY1705;                    North         East    Units  Estimated Accuracy
 DY1705;SPC CA 5     -   550,810.    1,975,400.      MT  (+/- 180 meters Scaled)
 DY1705
 DY1705                          SUPERSEDED SURVEY CONTROL
 DY1705
 DY1705  NAVD 88 (06/15/91)   40.222  (m)          131.96   (f) UNKNOWN     1 1
 DY1705  NGVD 29 (??/??/92)   39.444  (m)          129.41   (f) ADJ UNCH    1 1
 DY1705
 DY1705.Superseded values are not recommended for survey control.
 DY1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1705.See file dsdata.txt to determine how the superseded data were derived.
 DY1705
 DY1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830581(NAD 83)
 DY1705_MARKER: DD = SURVEY DISK
 DY1705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY1705_SP_SET: RETAINING WALL
 DY1705_STAMPING: 18-00629 1973
 DY1705_MARK LOGO: CA1980
 DY1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1705+STABILITY: SURFACE MOTION
 DY1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1705+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 DY1705
 DY1705  HISTORY     - Date     Condition        Report By
 DY1705  HISTORY     - 1973     MONUMENTED       CA1980
 DY1705  HISTORY     - 1976     GOOD             NGS
 DY1705  HISTORY     - 1978     GOOD             NGS
 DY1705  HISTORY     - 19890530 GOOD             NGS
 DY1705  HISTORY     - 19940722 GOOD             NGS
 DY1705  HISTORY     - 19950406 GOOD             MWDSC
 DY1705
 DY1705                          STATION DESCRIPTION
 DY1705
 DY1705'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 DY1705'IN LOS ANGELES.
 DY1705'ITY OF LOS ANGELES SURVEY PRECISE BENCH MARK STAMPED 18-00629 1973,
 DY1705'3.8 FEET SOUTH OF THE SOUTH CURB LINE 87TH PLACE, 18 FEET WEST OF BASE
 DY1705'CULVERT CURB, RETURN WEST OF THE AVALON BLVD., SOUTHWEST CORNER OF THE
 DY1705'CATCH BASIN.
 DY1705
 DY1705                          STATION RECOVERY (1976)
 DY1705
 DY1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1705'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1705'BOULEVARD AND 87 TH PLACE, IN TOP OF THE SOUTHWEST CORNER OF A CATCH
 DY1705'BASIN, 18.5 FT WEST OF CURB RETURN WEST OF AVALON BOULEVARD, 3.9 FT
 DY1705'SOUTH OF SOUTH CURB OF 87 TH PLACE.
 DY1705
 DY1705                          STATION RECOVERY (1978)
 DY1705
 DY1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1705'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1705'BOULEVARD AND 87TH PLACE, IN TOP OF THE SOUTHWEST CORNER OF A CATCH
 DY1705'BASIN, 18.5 FT. WEST OF CURB RETURN WEST OF AVALON BOULEVARD, 3.9 FT.
 DY1705'SOUTH OF SOUTH CURB OF 87TH PLACE.
 DY1705
 DY1705                          STATION RECOVERY (1989)
 DY1705
 DY1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1705'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1705'(0.7 FT) ABOVE THE PLACE SURFACE,
 DY1705
 DY1705                          STATION RECOVERY (1994)
 DY1705
 DY1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1705'IN LOS ANGELES, AT THE INTERSECTION OF 87TH PLACE AND AVALON
 DY1705'BOULEVARD, NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 17.6 M
 DY1705'(57.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY1705'BOULEVARD, 6.5 M (21.3 FT) SOUTH OF THE PLACE CENTER, AND 0.2 M (0.7
 DY1705'FT) ABOVE THE LEVEL OF THE PLACE.
 DY1705
 DY1705                          STATION RECOVERY (1995)
 DY1705
 DY1705'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1631 ***********************************************************************
 DY1631  DESIGNATION -  18 00631 C OF LA
 DY1631  PID         -  DY1631
 DY1631  STATE/COUNTY-  CA/LOS ANGELES
 DY1631  USGS QUAD   -  INGLEWOOD (1981)
 DY1631
 DY1631                         *CURRENT SURVEY CONTROL
 DY1631  ___________________________________________________________________
 DY1631* NAD 83(1986)-  33 57 28.     (N)    118 15 53.     (W)     SCALED    
 DY1631* NAVD 88     -        40.47   (+/-2cm)     132.8    (feet)  VERTCON   
 DY1631  ___________________________________________________________________
 DY1631  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY1631  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1631
 DY1631.The horizontal coordinates were scaled from a topographic map and have
 DY1631.an estimated accuracy of +/- 6 seconds.
 DY1631
 DY1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1631.The vertical order pertains to the NGVD 29 superseded value.
 DY1631
 DY1631.The geoid height was determined by GEOID03.
 DY1631
 DY1631;                    North         East    Units  Estimated Accuracy
 DY1631;SPC CA 5     -   550,810.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1631
 DY1631                          SUPERSEDED SURVEY CONTROL
 DY1631
 DY1631  NGVD 29 (??/??/92)   39.72   (m)          130.3    (f) COMPUTED    1 2
 DY1631
 DY1631.Superseded values are not recommended for survey control.
 DY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1631.See file dsdata.txt to determine how the superseded data were derived.
 DY1631
 DY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831581(NAD 83)
 DY1631_MARKER: S = SPIKE
 DY1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1631_SP_SET: CURB
 DY1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1631
 DY1631  HISTORY     - Date     Condition        Report By
 DY1631  HISTORY     - UNK      MONUMENTED       CA1980
 DY1631  HISTORY     - 1968     GOOD             CA1980
 DY1631
 DY1631                          STATION DESCRIPTION
 DY1631
 DY1631'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1631'AT LOS ANGELES.
 DY1631'WIRE SPIKE IN THE NORTH CURB OF 87TH STREET, 5.5 FEET EAST OF
 DY1631'THE BEGINNING OF CURB RETURN EAST OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1706 ***********************************************************************
 DY1706  DESIGNATION -  18 00661
 DY1706  PID         -  DY1706
 DY1706  STATE/COUNTY-  CA/LOS ANGELES
 DY1706  USGS QUAD   -  INGLEWOOD (1981)
 DY1706
 DY1706                         *CURRENT SURVEY CONTROL
 DY1706  ___________________________________________________________________
 DY1706* NAD 83(1986)-  33 57 42.     (N)    118 15 53.     (W)     SCALED    
 DY1706* NAVD 88     -        41.134  (meters)     134.95   (feet)  ADJUSTED  
 DY1706  ___________________________________________________________________
 DY1706  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY1706  DYNAMIC HT  -          41.090 (meters)     134.81  (feet)  COMP
 DY1706  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 DY1706  OBS GRAVITY -     979,557.3   (mgal)                       GRAV_OBS
 DY1706
 DY1706  VERT ORDER  -  FIRST     CLASS I
 DY1706
 DY1706.The horizontal coordinates were scaled from a topographic map and have
 DY1706.an estimated accuracy of +/- 6 seconds.
 DY1706
 DY1706.The orthometric height was determined by differential leveling
 DY1706.and adjusted in June 1995.
 DY1706
 DY1706.The geoid height was determined by GEOID03.
 DY1706
 DY1706.The dynamic height is computed by dividing the NAVD 88
 DY1706.geopotential number by the normal gravity value computed on the
 DY1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1706.degrees latitude (g = 980.6199 gals.).
 DY1706
 DY1706.The modeled gravity was interpolated from observed gravity values.
 DY1706.The observed gravity was obtained from relative gravimeter ties
 DY1706.to the IGSN71 gravity network.
 DY1706
 DY1706;                    North         East    Units  Estimated Accuracy
 DY1706;SPC CA 5     -   551,240.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1706
 DY1706                          SUPERSEDED SURVEY CONTROL
 DY1706
 DY1706  NAVD 88 (06/15/91)   41.144  (m)          134.99   (f) UNKNOWN     1 1
 DY1706  NGVD 29 (??/??/92)   40.365  (m)          132.43   (f) ADJ UNCH    1 1
 DY1706
 DY1706.Superseded values are not recommended for survey control.
 DY1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1706.See file dsdata.txt to determine how the superseded data were derived.
 DY1706
 DY1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831586(NAD 83)
 DY1706_MARKER: DD = SURVEY DISK
 DY1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1706_SP_SET: CATCH BASIN
 DY1706_STAMPING: PBM 18-00661 1973
 DY1706_MARK LOGO: CA1980
 DY1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1706+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 DY1706
 DY1706  HISTORY     - Date     Condition        Report By
 DY1706  HISTORY     - 1973     MONUMENTED       CA1980
 DY1706  HISTORY     - 1976     GOOD             NGS
 DY1706  HISTORY     - 1978     GOOD             NGS
 DY1706  HISTORY     - 19890530 GOOD             NGS
 DY1706  HISTORY     - 19940724 GOOD             NGS
 DY1706
 DY1706                          STATION DESCRIPTION
 DY1706
 DY1706'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 DY1706'IN LOS ANGELES.
 DY1706'CITY OF LOS ANGELES SURVEY PRECISE BENCH MARK STAMPED 18-00661 1973,
 DY1706'4.1 FEET SOUTH OF THE SOUTH CURB LINE, 84TH PLACE, 7.3 FEET EAST OF
 DY1706'BOX CULVERT CURB, RETURN EAST OF THE AVALON BLVD., SOUTHEAST CORNER OF
 DY1706'THE CATCH BASIN.
 DY1706
 DY1706                          STATION RECOVERY (1976)
 DY1706
 DY1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1706'AT LOS ANGELES, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1706'BOULEVARD ANF 84 TH PLACE, IN TOP OF THE SOUTHEAST CORNER OF A CATCH
 DY1706'BASIN, 4.1 FT SOUTH OF SOUTH CURB OF 84 TH PLACE, 7.3 FT EAST OF CURB
 DY1706'RETURN EAST OF AVALON BOULEVARD.
 DY1706
 DY1706                          STATION RECOVERY (1978)
 DY1706
 DY1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1706'AT LOS ANGELES, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1706'BOULEVARD AND 84TH PLACE, IN TOP OF THE SOUTHEAST CORNER OF A CATCH
 DY1706'BASIN, 4.1 FT. SOUTH OF SOUTH CURB OF 84TH PLACE, 7.3 FT. EAST OF CURB
 DY1706'RETURN EAST OF AVALON BOULEVARD.
 DY1706
 DY1706                          STATION RECOVERY (1989)
 DY1706
 DY1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1706'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1706'(0.7 FT) ABOVE THE PLACE SURFACE.
 DY1706
 DY1706                          STATION RECOVERY (1994)
 DY1706
 DY1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1706'IN LOS ANGELES, AT THE INTERSECTION OF 84TH PLACE AND AVALON
 DY1706'BOULEVARD, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 14.1 M
 DY1706'(46.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DY1706'BOULEVARD, 6.2 M (20.3 FT) SOUTH OF THE PLACE CENTER, AND 0.2 M (0.7
 DY1706'FT) ABOVE THE LEVEL OF THE PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1633 ***********************************************************************
 DY1633  DESIGNATION -  18 00670 C OF LA
 DY1633  PID         -  DY1633
 DY1633  STATE/COUNTY-  CA/LOS ANGELES
 DY1633  USGS QUAD   -  INGLEWOOD (1981)
 DY1633
 DY1633                         *CURRENT SURVEY CONTROL
 DY1633  ___________________________________________________________________
 DY1633* NAD 83(1986)-  33 57 49.     (N)    118 15 53.     (W)     SCALED    
 DY1633* NAVD 88     -        41.52   (+/-2cm)     136.2    (feet)  VERTCON   
 DY1633  ___________________________________________________________________
 DY1633  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY1633  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1633
 DY1633.The horizontal coordinates were scaled from a topographic map and have
 DY1633.an estimated accuracy of +/- 6 seconds.
 DY1633
 DY1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1633.The vertical order pertains to the NGVD 29 superseded value.
 DY1633
 DY1633.The geoid height was determined by GEOID03.
 DY1633
 DY1633;                    North         East    Units  Estimated Accuracy
 DY1633;SPC CA 5     -   551,460.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1633
 DY1633                          SUPERSEDED SURVEY CONTROL
 DY1633
 DY1633  NGVD 29 (??/??/92)   40.77   (m)          133.8    (f) COMPUTED    1 1
 DY1633
 DY1633.Superseded values are not recommended for survey control.
 DY1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1633.See file dsdata.txt to determine how the superseded data were derived.
 DY1633
 DY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831588(NAD 83)
 DY1633_MARKER: S = SPIKE
 DY1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1633_SP_SET: CURB
 DY1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1633
 DY1633  HISTORY     - Date     Condition        Report By
 DY1633  HISTORY     - UNK      MONUMENTED       CA1980
 DY1633  HISTORY     - 1968     GOOD             CA1980
 DY1633
 DY1633                          STATION DESCRIPTION
 DY1633
 DY1633'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1633'AT LOS ANGELES.
 DY1633'SQUARE SPIKE IN THE WEST CURB OF AVALON BOULEVARD 5 FEET NORTH
 DY1633'OF 83RD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1634 ***********************************************************************
 DY1634  DESIGNATION -  18 00690 C OF LA
 DY1634  PID         -  DY1634
 DY1634  STATE/COUNTY-  CA/LOS ANGELES
 DY1634  USGS QUAD   -  INGLEWOOD (1981)
 DY1634
 DY1634                         *CURRENT SURVEY CONTROL
 DY1634  ___________________________________________________________________
 DY1634* NAD 83(1986)-  33 57 56.     (N)    118 15 53.     (W)     SCALED    
 DY1634* NAVD 88     -        41.79   (+/-2cm)     137.1    (feet)  VERTCON   
 DY1634  ___________________________________________________________________
 DY1634  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY1634  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1634
 DY1634.The horizontal coordinates were scaled from a topographic map and have
 DY1634.an estimated accuracy of +/- 6 seconds.
 DY1634
 DY1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1634.The vertical order pertains to the NGVD 29 superseded value.
 DY1634
 DY1634.The geoid height was determined by GEOID03.
 DY1634
 DY1634;                    North         East    Units  Estimated Accuracy
 DY1634;SPC CA 5     -   551,680.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1634
 DY1634                          SUPERSEDED SURVEY CONTROL
 DY1634
 DY1634  NGVD 29 (??/??/92)   41.035  (m)          134.63   (f) ADJ UNCH    1 2
 DY1634
 DY1634.Superseded values are not recommended for survey control.
 DY1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1634.See file dsdata.txt to determine how the superseded data were derived.
 DY1634
 DY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831590(NAD 83)
 DY1634_MARKER: S = SPIKE
 DY1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1634_SP_SET: CURB
 DY1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1634
 DY1634  HISTORY     - Date     Condition        Report By
 DY1634  HISTORY     - UNK      MONUMENTED       CA1980
 DY1634  HISTORY     - 1968     GOOD             CA1980
 DY1634
 DY1634                          STATION DESCRIPTION
 DY1634
 DY1634'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1634'AT LOS ANGELES.
 DY1634'WIRE SPIKE IN THE NORTH CURB OF 81ST STREET TO THE WEST, 6.5
 DY1634'FEET WEST OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1707 ***********************************************************************
 DY1707  DESIGNATION -  18 00691
 DY1707  PID         -  DY1707
 DY1707  STATE/COUNTY-  CA/LOS ANGELES
 DY1707  USGS QUAD   -  INGLEWOOD (1981)
 DY1707
 DY1707                         *CURRENT SURVEY CONTROL
 DY1707  ___________________________________________________________________
 DY1707* NAD 83(1986)-  33 57 56.     (N)    118 15 52.     (W)     SCALED    
 DY1707* NAVD 88     -        41.804  (meters)     137.15   (feet)  ADJUSTED  
 DY1707  ___________________________________________________________________
 DY1707  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY1707  DYNAMIC HT  -          41.759 (meters)     137.00  (feet)  COMP
 DY1707  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 DY1707
 DY1707  VERT ORDER  -  FIRST     CLASS I
 DY1707
 DY1707.The horizontal coordinates were scaled from a topographic map and have
 DY1707.an estimated accuracy of +/- 6 seconds.
 DY1707
 DY1707.The orthometric height was determined by differential leveling
 DY1707.and adjusted in June 1995.
 DY1707.WARNING-Repeat measurements at this control monument indicate possible
 DY1707.vertical movement.
 DY1707
 DY1707.The geoid height was determined by GEOID03.
 DY1707
 DY1707.The dynamic height is computed by dividing the NAVD 88
 DY1707.geopotential number by the normal gravity value computed on the
 DY1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1707.degrees latitude (g = 980.6199 gals.).
 DY1707
 DY1707.The modeled gravity was interpolated from observed gravity values.
 DY1707
 DY1707;                    North         East    Units  Estimated Accuracy
 DY1707;SPC CA 5     -   551,680.    1,975,560.      MT  (+/- 180 meters Scaled)
 DY1707
 DY1707                          SUPERSEDED SURVEY CONTROL
 DY1707
 DY1707  NAVD 88 (06/15/91)   41.816  (m)          137.19   (f) UNKNOWN     1 1
 DY1707
 DY1707.Superseded values are not recommended for survey control.
 DY1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1707.See file dsdata.txt to determine how the superseded data were derived.
 DY1707
 DY1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831590(NAD 83)
 DY1707_MARKER: S = SPIKE
 DY1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1707_SP_SET: CATCH BASIN
 DY1707_STAMPING: 18-00691
 DY1707_MARK LOGO: NONE  
 DY1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1707+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 DY1707
 DY1707  HISTORY     - Date     Condition        Report By
 DY1707  HISTORY     - 1973     MONUMENTED       CA1980
 DY1707  HISTORY     - 1976     GOOD             NGS
 DY1707  HISTORY     - 1978     GOOD             NGS
 DY1707  HISTORY     - 19890530 GOOD             NGS
 DY1707  HISTORY     - 19940724 GOOD             NGS
 DY1707
 DY1707                          STATION DESCRIPTION
 DY1707
 DY1707'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 DY1707'IN LOS ANGELES.
 DY1707'WITE SPIKE SOUTH CURB 81ST, 11 FEET EAST OF THE BOX CULVERT CURB, RE-
 DY1707'TURN EAST OF THE ABALON BLVD., WEST END OF THE CATCH BASIN.
 DY1707
 DY1707                          STATION RECOVERY (1976)
 DY1707
 DY1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1707'AT LOS ANGELES, IN TOP OF THE NORTHWEST CORNER OF CATCH BASIN AT THE
 DY1707'SOUTHEAST CORNER OF THE INTERSECTION OF AVALON BOULEVARD AND 81 ST
 DY1707'STREET, AT SOUTH CURB OF 81 ST STREET, 11 FT EAST OF CURB RETURN EAST
 DY1707'OF BOULEVARD
 DY1707
 DY1707                          STATION RECOVERY (1978)
 DY1707
 DY1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1707'RECOVERED IN GOOD CONDITION.
 DY1707
 DY1707                          STATION RECOVERY (1989)
 DY1707
 DY1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1707'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1707'(0.7 FT) ABOVE THE STREET SURFACE, ADD 6.1 M (20.0 FT) S OF THE
 DY1707'CENTER OF 81ST STREET.
 DY1707
 DY1707                          STATION RECOVERY (1994)
 DY1707
 DY1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1707'IN LOS ANGELES, AT THE INTERSECTION OF 81ST STREET AND AVALON
 DY1707'BOULEVARD, A SPIKE NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH
 DY1707'BASIN, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DY1707'OF THE BOULEVARD, 5.1 M (16.7 FT) SOUTH OF THE STREET CENTER, AND 0.2
 DY1707'M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1635 ***********************************************************************
 DY1635  DESIGNATION -  18 00710 C OF LA
 DY1635  PID         -  DY1635
 DY1635  STATE/COUNTY-  CA/LOS ANGELES
 DY1635  USGS QUAD   -  INGLEWOOD (1981)
 DY1635
 DY1635                         *CURRENT SURVEY CONTROL
 DY1635  ___________________________________________________________________
 DY1635* NAD 83(1986)-  33 58 03.     (N)    118 15 53.     (W)     SCALED    
 DY1635* NAVD 88     -        42.11   (+/-2cm)     138.2    (feet)  VERTCON   
 DY1635  ___________________________________________________________________
 DY1635  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DY1635  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1635
 DY1635.The horizontal coordinates were scaled from a topographic map and have
 DY1635.an estimated accuracy of +/- 6 seconds.
 DY1635
 DY1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1635.The vertical order pertains to the NGVD 29 superseded value.
 DY1635
 DY1635.The geoid height was determined by GEOID03.
 DY1635
 DY1635;                    North         East    Units  Estimated Accuracy
 DY1635;SPC CA 5     -   551,890.    1,975,530.      MT  (+/- 180 meters Scaled)
 DY1635
 DY1635                          SUPERSEDED SURVEY CONTROL
 DY1635
 DY1635  NGVD 29 (??/??/92)   41.35   (m)          135.7    (f) COMPUTED    1 1
 DY1635
 DY1635.Superseded values are not recommended for survey control.
 DY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1635.See file dsdata.txt to determine how the superseded data were derived.
 DY1635
 DY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831592(NAD 83)
 DY1635_MARKER: S = SPIKE
 DY1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1635_SP_SET: CONCRETE BASE
 DY1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1635
 DY1635  HISTORY     - Date     Condition        Report By
 DY1635  HISTORY     - UNK      MONUMENTED       CA1980
 DY1635  HISTORY     - 1968     GOOD             CA1980
 DY1635
 DY1635                          STATION DESCRIPTION
 DY1635
 DY1635'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1635'AT LOS ANGELES.
 DY1635'WIRE SPIKE IN TOP OF CONCRETE BASE OF TRAFFIC SIGNAL CONTROL
 DY1635'BOX, 1 FOOT WEST OF WEST CURB OF AVALON BOULEVARD, 8.5 FEET
 DY1635'NORTH OF 79TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1636 ***********************************************************************
 DY1636  DESIGNATION -  18 00730 C OF LA
 DY1636  PID         -  DY1636
 DY1636  STATE/COUNTY-  CA/LOS ANGELES
 DY1636  USGS QUAD   -  INGLEWOOD (1981)
 DY1636
 DY1636                         *CURRENT SURVEY CONTROL
 DY1636  ___________________________________________________________________
 DY1636* NAD 83(1986)-  33 58 10.     (N)    118 15 53.     (W)     SCALED    
 DY1636* NAVD 88     -        42.56   (+/-2cm)     139.6    (feet)  VERTCON   
 DY1636  ___________________________________________________________________
 DY1636  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY1636  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1636
 DY1636.The horizontal coordinates were scaled from a topographic map and have
 DY1636.an estimated accuracy of +/- 6 seconds.
 DY1636
 DY1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1636.The vertical order pertains to the NGVD 29 superseded value.
 DY1636
 DY1636.The geoid height was determined by GEOID03.
 DY1636
 DY1636;                    North         East    Units  Estimated Accuracy
 DY1636;SPC CA 5     -   552,110.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1636
 DY1636                          SUPERSEDED SURVEY CONTROL
 DY1636
 DY1636  NGVD 29 (??/??/92)   41.81   (m)          137.2    (f) COMPUTED    1 1
 DY1636
 DY1636.Superseded values are not recommended for survey control.
 DY1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1636.See file dsdata.txt to determine how the superseded data were derived.
 DY1636
 DY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831594(NAD 83)
 DY1636_MARKER: S = SPIKE
 DY1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1636_SP_SET: CURB
 DY1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1636
 DY1636  HISTORY     - Date     Condition        Report By
 DY1636  HISTORY     - UNK      MONUMENTED       CA1980
 DY1636  HISTORY     - 1968     GOOD             CA1980
 DY1636
 DY1636                          STATION DESCRIPTION
 DY1636
 DY1636'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1636'AT LOS ANGELES.
 DY1636'SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 11 FEET NORTH OF
 DY1636'CENTERLINE PRODUCED OF 77TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1637 ***********************************************************************
 DY1637  DESIGNATION -  18 00755 C OF LA
 DY1637  PID         -  DY1637
 DY1637  STATE/COUNTY-  CA/LOS ANGELES
 DY1637  USGS QUAD   -  INGLEWOOD (1981)
 DY1637
 DY1637                         *CURRENT SURVEY CONTROL
 DY1637  ___________________________________________________________________
 DY1637* NAD 83(1986)-  33 58 20.     (N)    118 15 53.     (W)     SCALED    
 DY1637* NAVD 88     -        43.61   (+/-2cm)     143.1    (feet)  VERTCON   
 DY1637  ___________________________________________________________________
 DY1637  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY1637  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1637
 DY1637.The horizontal coordinates were scaled from a topographic map and have
 DY1637.an estimated accuracy of +/- 6 seconds.
 DY1637
 DY1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1637.The vertical order pertains to the NGVD 29 superseded value.
 DY1637
 DY1637.The geoid height was determined by GEOID03.
 DY1637
 DY1637;                    North         East    Units  Estimated Accuracy
 DY1637;SPC CA 5     -   552,410.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1637
 DY1637                          SUPERSEDED SURVEY CONTROL
 DY1637
 DY1637  NGVD 29 (??/??/92)   42.85   (m)          140.6    (f) COMPUTED    1 1
 DY1637
 DY1637.Superseded values are not recommended for survey control.
 DY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1637.See file dsdata.txt to determine how the superseded data were derived.
 DY1637
 DY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831597(NAD 83)
 DY1637_MARKER: S = SPIKE
 DY1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1637_SP_SET: CURB
 DY1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1637
 DY1637  HISTORY     - Date     Condition        Report By
 DY1637  HISTORY     - UNK      MONUMENTED       CA1980
 DY1637  HISTORY     - 1968     GOOD             CA1980
 DY1637
 DY1637                          STATION DESCRIPTION
 DY1637
 DY1637'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1637'AT LOS ANGELES.
 DY1637'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 1 FOOT SOUTH
 DY1637'OF 75TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1638 ***********************************************************************
 DY1638  DESIGNATION -  18 00770
 DY1638  PID         -  DY1638
 DY1638  STATE/COUNTY-  CA/LOS ANGELES
 DY1638  USGS QUAD   -  INGLEWOOD (1981)
 DY1638
 DY1638                         *CURRENT SURVEY CONTROL
 DY1638  ___________________________________________________________________
 DY1638* NAD 83(1986)-  33 58 26.     (N)    118 15 54.     (W)     SCALED    
 DY1638* NAVD 88     -        44.588  (meters)     146.29   (feet)  ADJUSTED  
 DY1638  ___________________________________________________________________
 DY1638  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY1638  DYNAMIC HT  -          44.540 (meters)     146.13  (feet)  COMP
 DY1638  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DY1638
 DY1638  VERT ORDER  -  FIRST     CLASS I
 DY1638
 DY1638.The horizontal coordinates were scaled from a topographic map and have
 DY1638.an estimated accuracy of +/- 6 seconds.
 DY1638
 DY1638.The orthometric height was determined by differential leveling
 DY1638.and adjusted in June 1995.
 DY1638.WARNING-Repeat measurements at this control monument indicate possible
 DY1638.vertical movement.
 DY1638
 DY1638.The geoid height was determined by GEOID03.
 DY1638
 DY1638.The dynamic height is computed by dividing the NAVD 88
 DY1638.geopotential number by the normal gravity value computed on the
 DY1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1638.degrees latitude (g = 980.6199 gals.).
 DY1638
 DY1638.The modeled gravity was interpolated from observed gravity values.
 DY1638
 DY1638;                    North         East    Units  Estimated Accuracy
 DY1638;SPC CA 5     -   552,600.    1,975,510.      MT  (+/- 180 meters Scaled)
 DY1638
 DY1638                          SUPERSEDED SURVEY CONTROL
 DY1638
 DY1638  NAVD 88 (06/15/91)   44.608  (m)          146.35   (f) UNKNOWN     1 1
 DY1638  NGVD 29 (??/??/92)   43.835  (m)          143.82   (f) ADJ UNCH    1 1
 DY1638
 DY1638.Superseded values are not recommended for survey control.
 DY1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1638.See file dsdata.txt to determine how the superseded data were derived.
 DY1638
 DY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831599(NAD 83)
 DY1638_MARKER: DB = BENCH MARK DISK
 DY1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1638_SP_SET: CONCRETE POST
 DY1638_STAMPING: NO. 21.S.2 14.40 FT
 DY1638_MARK LOGO: CA1980
 DY1638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1638+STABILITY: SURFACE MOTION
 DY1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1638+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 DY1638
 DY1638  HISTORY     - Date     Condition        Report By
 DY1638  HISTORY     - UNK      MONUMENTED       CA1980
 DY1638  HISTORY     - 1968     GOOD             CA1980
 DY1638  HISTORY     - 1976     GOOD             NGS
 DY1638  HISTORY     - 1978     GOOD             NGS
 DY1638  HISTORY     - 19890530 GOOD             NGS
 DY1638  HISTORY     - 19940724 GOOD             NGS
 DY1638
 DY1638                          STATION DESCRIPTION
 DY1638
 DY1638'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1638'AT LOS ANGELES.
 DY1638'CITY OF LOS ANGELES DISC IN 8-INCH MONUMENT 2 FEET EAST OF EAST
 DY1638'CURB OF AVALON BOULEVARD, 1 FOOT SOUTH OF FLORENCE AVENUE.
 DY1638
 DY1638                          STATION RECOVERY (1976)
 DY1638
 DY1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1638'AT LOS ANGELES, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1638'BOULEVARD AND FLORENCE AVENUE, A CITY DISK IN TOP OF A CONCRETE POST
 DY1638'BUILT IN SIDEWALK, 2 FT EAST OF EAST CURB OF AVALON, 1 FT SOUTH OF
 DY1638'CURB RETURN SOUTH OF FLORENCE AVENUE, 2 FT NORTH OF A POWER POLE
 DY1638
 DY1638                          STATION RECOVERY (1978)
 DY1638
 DY1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1638'RECOVERED IN GOOD CONDITION.
 DY1638
 DY1638                          STATION RECOVERY (1989)
 DY1638
 DY1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1638'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1638'(0.7 FT) ABOVE THE BOULEVARD SURFACE, THE DISK IS NOW STAMPED NO.
 DY1638'21.S.2 14.40 FT
 DY1638
 DY1638                          STATION RECOVERY (1994)
 DY1638
 DY1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1638'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND FLORENCE
 DY1638'AVENUE, 8.6 M (28.2 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 DY1638'THE AVENUE, 6.3 M (20.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DY1638'LANES OF THE BOULEVARD, 0.7 M (2.3 FT) SOUTH OF A SIGNAL LIGHT POLE,
 DY1638'0.5 M (1.6 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL
 DY1638'OF THE BOULEVARD, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY A
 DY1638'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1639 ***********************************************************************
 DY1639  DESIGNATION -  18 00771 C OF LA
 DY1639  PID         -  DY1639
 DY1639  STATE/COUNTY-  CA/LOS ANGELES
 DY1639  USGS QUAD   -  INGLEWOOD (1981)
 DY1639
 DY1639                         *CURRENT SURVEY CONTROL
 DY1639  ___________________________________________________________________
 DY1639* NAD 83(1986)-  33 58 28.     (N)    118 15 53.     (W)     SCALED    
 DY1639* NAVD 88     -        44.58   (+/-2cm)     146.3    (feet)  VERTCON   
 DY1639  ___________________________________________________________________
 DY1639  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY1639  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1639
 DY1639.The horizontal coordinates were scaled from a topographic map and have
 DY1639.an estimated accuracy of +/- 6 seconds.
 DY1639
 DY1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1639.The vertical order pertains to the NGVD 29 superseded value.
 DY1639
 DY1639.The geoid height was determined by GEOID03.
 DY1639
 DY1639;                    North         East    Units  Estimated Accuracy
 DY1639;SPC CA 5     -   552,660.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1639
 DY1639                          SUPERSEDED SURVEY CONTROL
 DY1639
 DY1639  NGVD 29 (??/??/92)   43.82   (m)          143.8    (f) COMPUTED    1 2
 DY1639
 DY1639.Superseded values are not recommended for survey control.
 DY1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1639.See file dsdata.txt to determine how the superseded data were derived.
 DY1639
 DY1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831600(NAD 83)
 DY1639_MARKER: S = SPIKE
 DY1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1639_SP_SET: CATCH BASIN
 DY1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1639
 DY1639  HISTORY     - Date     Condition        Report By
 DY1639  HISTORY     - UNK      MONUMENTED       CA1980
 DY1639  HISTORY     - 1968     GOOD             CA1980
 DY1639
 DY1639                          STATION DESCRIPTION
 DY1639
 DY1639'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1639'AT LOS ANGELES.
 DY1639'WIRE SPIKE 3.7 FEET WEST OF WEST CURB OF AVALON BOULEVARD, 7.5
 DY1639'FEET NORTH OF FLORENCE AVENUE, NORTHWEST CORNER OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1640 ***********************************************************************
 DY1640  DESIGNATION -  18 00790 C OF LA
 DY1640  PID         -  DY1640
 DY1640  STATE/COUNTY-  CA/LOS ANGELES
 DY1640  USGS QUAD   -  INGLEWOOD (1981)
 DY1640
 DY1640                         *CURRENT SURVEY CONTROL
 DY1640  ___________________________________________________________________
 DY1640* NAD 83(1986)-  33 58 39.     (N)    118 15 53.     (W)     SCALED    
 DY1640* NAVD 88     -        45.80   (+/-2cm)     150.3    (feet)  VERTCON   
 DY1640  ___________________________________________________________________
 DY1640  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY1640  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1640
 DY1640.The horizontal coordinates were scaled from a topographic map and have
 DY1640.an estimated accuracy of +/- 6 seconds.
 DY1640
 DY1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1640.The vertical order pertains to the NGVD 29 superseded value.
 DY1640
 DY1640.The geoid height was determined by GEOID03.
 DY1640
 DY1640;                    North         East    Units  Estimated Accuracy
 DY1640;SPC CA 5     -   553,000.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1640
 DY1640                          SUPERSEDED SURVEY CONTROL
 DY1640
 DY1640  NGVD 29 (??/??/92)   45.04   (m)          147.8    (f) COMPUTED    1 1
 DY1640
 DY1640.Superseded values are not recommended for survey control.
 DY1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1640.See file dsdata.txt to determine how the superseded data were derived.
 DY1640
 DY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831603(NAD 83)
 DY1640_MARKER: S = SPIKE
 DY1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1640_SP_SET: CURB
 DY1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1640
 DY1640  HISTORY     - Date     Condition        Report By
 DY1640  HISTORY     - UNK      MONUMENTED       CA1980
 DY1640  HISTORY     - 1968     GOOD             CA1980
 DY1640
 DY1640                          STATION DESCRIPTION
 DY1640
 DY1640'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1640'AT LOS ANGELES.
 DY1640'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 7 FEET PLUS
 DY1640'OR MINUS SOUTH OF 68TH STREET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1641 ***********************************************************************
 DY1641  DESIGNATION -  18 00810 C OF LA
 DY1641  PID         -  DY1641
 DY1641  STATE/COUNTY-  CA/LOS ANGELES
 DY1641  USGS QUAD   -  INGLEWOOD (1981)
 DY1641
 DY1641                         *CURRENT SURVEY CONTROL
 DY1641  ___________________________________________________________________
 DY1641* NAD 83(1986)-  33 58 43.     (N)    118 15 53.     (W)     SCALED    
 DY1641* NAVD 88     -        46.24   (+/-2cm)     151.7    (feet)  VERTCON   
 DY1641  ___________________________________________________________________
 DY1641  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY1641  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1641
 DY1641.The horizontal coordinates were scaled from a topographic map and have
 DY1641.an estimated accuracy of +/- 6 seconds.
 DY1641
 DY1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1641.The vertical order pertains to the NGVD 29 superseded value.
 DY1641
 DY1641.The geoid height was determined by GEOID03.
 DY1641
 DY1641;                    North         East    Units  Estimated Accuracy
 DY1641;SPC CA 5     -   553,120.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1641
 DY1641                          SUPERSEDED SURVEY CONTROL
 DY1641
 DY1641  NGVD 29 (??/??/92)   45.48   (m)          149.2    (f) COMPUTED    1 1
 DY1641
 DY1641.Superseded values are not recommended for survey control.
 DY1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1641.See file dsdata.txt to determine how the superseded data were derived.
 DY1641
 DY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831605(NAD 83)
 DY1641_MARKER: S = SPIKE
 DY1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1641_SP_SET: CURB
 DY1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1641
 DY1641  HISTORY     - Date     Condition        Report By
 DY1641  HISTORY     - UNK      MONUMENTED       CA1980
 DY1641  HISTORY     - 1968     GOOD             CA1980
 DY1641
 DY1641                          STATION DESCRIPTION
 DY1641
 DY1641'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1641'AT LOS ANGELES.
 DY1641'WIRE SPIKE IN THE SOUTH CURB OF 67TH STREET, 5.6 FEET WEST OF
 DY1641'AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1642 ***********************************************************************
 DY1642  DESIGNATION -  18 00829 C OF LA
 DY1642  PID         -  DY1642
 DY1642  STATE/COUNTY-  CA/LOS ANGELES
 DY1642  USGS QUAD   -  INGLEWOOD (1981)
 DY1642
 DY1642                         *CURRENT SURVEY CONTROL
 DY1642  ___________________________________________________________________
 DY1642* NAD 83(1986)-  33 58 50.     (N)    118 15 53.     (W)     SCALED    
 DY1642* NAVD 88     -        47.29   (+/-2cm)     155.2    (feet)  VERTCON   
 DY1642  ___________________________________________________________________
 DY1642  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 DY1642  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1642
 DY1642.The horizontal coordinates were scaled from a topographic map and have
 DY1642.an estimated accuracy of +/- 6 seconds.
 DY1642
 DY1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1642.The vertical order pertains to the NGVD 29 superseded value.
 DY1642
 DY1642.The geoid height was determined by GEOID03.
 DY1642
 DY1642;                    North         East    Units  Estimated Accuracy
 DY1642;SPC CA 5     -   553,340.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1642
 DY1642                          SUPERSEDED SURVEY CONTROL
 DY1642
 DY1642  NGVD 29 (??/??/92)   46.53   (m)          152.7    (f) COMPUTED    1 1
 DY1642
 DY1642.Superseded values are not recommended for survey control.
 DY1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1642.See file dsdata.txt to determine how the superseded data were derived.
 DY1642
 DY1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831607(NAD 83)
 DY1642_MARKER: S = SPIKE
 DY1642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1642_SP_SET: CURB
 DY1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1642
 DY1642  HISTORY     - Date     Condition        Report By
 DY1642  HISTORY     - UNK      MONUMENTED       CA1980
 DY1642  HISTORY     - 1968     GOOD             CA1980
 DY1642
 DY1642                          STATION DESCRIPTION
 DY1642
 DY1642'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1642'AT LOS ANGELES.
 DY1642'SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 8.5 FEET SOUTH OF
 DY1642'THE BEGINNING OF CURB RETURN SOUTH OF 65TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1644 ***********************************************************************
 DY1644  DESIGNATION -  18 00870 C OF LA
 DY1644  PID         -  DY1644
 DY1644  STATE/COUNTY-  CA/LOS ANGELES
 DY1644  USGS QUAD   -  INGLEWOOD (1981)
 DY1644
 DY1644                         *CURRENT SURVEY CONTROL
 DY1644  ___________________________________________________________________
 DY1644* NAD 83(1986)-  33 58 59.     (N)    118 15 53.     (W)     SCALED    
 DY1644* NAVD 88     -        48.73   (+/-2cm)     159.9    (feet)  VERTCON   
 DY1644  ___________________________________________________________________
 DY1644  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY1644  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1644
 DY1644.The horizontal coordinates were scaled from a topographic map and have
 DY1644.an estimated accuracy of +/- 6 seconds.
 DY1644
 DY1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1644.The vertical order pertains to the NGVD 29 superseded value.
 DY1644
 DY1644.The geoid height was determined by GEOID03.
 DY1644
 DY1644;                    North         East    Units  Estimated Accuracy
 DY1644;SPC CA 5     -   553,620.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1644
 DY1644                          SUPERSEDED SURVEY CONTROL
 DY1644
 DY1644  NGVD 29 (??/??/92)   47.96   (m)          157.3    (f) COMPUTED    1 1
 DY1644
 DY1644.Superseded values are not recommended for survey control.
 DY1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1644.See file dsdata.txt to determine how the superseded data were derived.
 DY1644
 DY1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831609(NAD 83)
 DY1644_MARKER: S = SPIKE
 DY1644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1644_SP_SET: CURB
 DY1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1644
 DY1644  HISTORY     - Date     Condition        Report By
 DY1644  HISTORY     - UNK      MONUMENTED       CA1980
 DY1644  HISTORY     - 1969     GOOD             CA1980
 DY1644
 DY1644                          STATION DESCRIPTION
 DY1644
 DY1644'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1644'AT LOS ANGELES.
 DY1644'WIRE SPIKE IN THE SOUTH CURB OF 62ND STREET, 8 FEET WEST OF
 DY1644'AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1645 ***********************************************************************
 DY1645  DESIGNATION -  18 00890 C OF LA
 DY1645  PID         -  DY1645
 DY1645  STATE/COUNTY-  CA/LOS ANGELES
 DY1645  USGS QUAD   -  INGLEWOOD (1981)
 DY1645
 DY1645                         *CURRENT SURVEY CONTROL
 DY1645  ___________________________________________________________________
 DY1645* NAD 83(1986)-  33 59 05.     (N)    118 15 53.     (W)     SCALED    
 DY1645* NAVD 88     -        49.75   (+/-2cm)     163.2    (feet)  VERTCON   
 DY1645  ___________________________________________________________________
 DY1645  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY1645  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1645
 DY1645.The horizontal coordinates were scaled from a topographic map and have
 DY1645.an estimated accuracy of +/- 6 seconds.
 DY1645
 DY1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1645.The vertical order pertains to the NGVD 29 superseded value.
 DY1645
 DY1645.The geoid height was determined by GEOID03.
 DY1645
 DY1645;                    North         East    Units  Estimated Accuracy
 DY1645;SPC CA 5     -   553,800.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1645
 DY1645                          SUPERSEDED SURVEY CONTROL
 DY1645
 DY1645  NGVD 29 (??/??/92)   48.98   (m)          160.7    (f) COMPUTED    1 1
 DY1645
 DY1645.Superseded values are not recommended for survey control.
 DY1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1645.See file dsdata.txt to determine how the superseded data were derived.
 DY1645
 DY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831611(NAD 83)
 DY1645_MARKER: S = SPIKE
 DY1645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1645_SP_SET: CURB
 DY1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1645
 DY1645  HISTORY     - Date     Condition        Report By
 DY1645  HISTORY     - UNK      MONUMENTED       CA1980
 DY1645  HISTORY     - 1969     GOOD             CA1980
 DY1645
 DY1645                          STATION DESCRIPTION
 DY1645
 DY1645'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1645'AT LOS ANGELES.
 DY1645'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 7 FEET SOUTH
 DY1645'OF 60TH STREET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9268 ***********************************************************************
 DY9268  DESIGNATION -  18 00925
 DY9268  PID         -  DY9268
 DY9268  STATE/COUNTY-  CA/LOS ANGELES
 DY9268  USGS QUAD   -  INGLEWOOD (1981)
 DY9268
 DY9268                         *CURRENT SURVEY CONTROL
 DY9268  ___________________________________________________________________
 DY9268* NAD 83(1986)-  33 59 23.     (N)    118 15 33.     (W)     SCALED    
 DY9268* NAVD 88     -        51.427  (meters)     168.72   (feet)  ADJUSTED  
 DY9268  ___________________________________________________________________
 DY9268  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY9268  DYNAMIC HT  -          51.372 (meters)     168.54  (feet)  COMP
 DY9268  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 DY9268
 DY9268  VERT ORDER  -  FIRST     CLASS II
 DY9268
 DY9268.The horizontal coordinates were scaled from a topographic map and have
 DY9268.an estimated accuracy of +/- 6 seconds.
 DY9268
 DY9268.The orthometric height was determined by differential leveling
 DY9268.and adjusted in June 1995.
 DY9268
 DY9268.The geoid height was determined by GEOID03.
 DY9268
 DY9268.The dynamic height is computed by dividing the NAVD 88
 DY9268.geopotential number by the normal gravity value computed on the
 DY9268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9268.degrees latitude (g = 980.6199 gals.).
 DY9268
 DY9268.The modeled gravity was interpolated from observed gravity values.
 DY9268
 DY9268;                    North         East    Units  Estimated Accuracy
 DY9268;SPC CA 5     -   554,350.    1,976,050.      MT  (+/- 180 meters Scaled)
 DY9268
 DY9268                          SUPERSEDED SURVEY CONTROL
 DY9268
 DY9268  NAVD 88 (06/15/91)   51.443  (m)          168.78   (f) UNKNOWN     1 2
 DY9268
 DY9268.Superseded values are not recommended for survey control.
 DY9268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9268.See file dsdata.txt to determine how the superseded data were derived.
 DY9268
 DY9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT837617(NAD 83)
 DY9268_MARKER: DD = SURVEY DISK
 DY9268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9268_SP_SET: CATCH BASIN
 DY9268_STAMPING: PBM 18-00925 1981
 DY9268_MARK LOGO: CA1980
 DY9268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9268+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 DY9268
 DY9268  HISTORY     - Date     Condition        Report By
 DY9268  HISTORY     - 1981     MONUMENTED       CA1980
 DY9268  HISTORY     - 19890530 GOOD             NGS
 DY9268  HISTORY     - 19940724 GOOD             NGS
 DY9268
 DY9268                          STATION DESCRIPTION
 DY9268
 DY9268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9268'IN LOS ANGELES, AT THE JUNCTION OF AVALON BOULEVARD AND 58TH STREET,
 DY9268'12.9 M (42.3 FT) N OF THE C/L OF THE STREET, 4.8 M (15.7 FT) NE OF
 DY9268'THE SW CORNER OF A BUILDING AT 5719 AVALON BOULEVARD.  1.2 M (3.9 FT)
 DY9268'W OF THE W CURB OF THE BOULEVARD AND 0.2 M (0.7 FT) ABOVE THE
 DY9268'BOULEVARD SURFACE.
 DY9268
 DY9268                          STATION RECOVERY (1994)
 DY9268
 DY9268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9268'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND 58TH
 DY9268'STREET, NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 13.2 M
 DY9268'(43.3 FT) NORTH OF THE CENTER OF THE STREET, 6.7 M (22.0 FT) WEST OF
 DY9268'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY9268'BOULEVARD, 4.7 M (15.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 DY9268'BUILDING NUMBER 5719, AND 1.8 M (5.9 FT) NORTHWEST OF A STREET LIGHT
 DY9268'POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1647 ***********************************************************************
 DY1647  DESIGNATION -  18 00950 C OF LA
 DY1647  PID         -  DY1647
 DY1647  STATE/COUNTY-  CA/LOS ANGELES
 DY1647  USGS QUAD   -  INGLEWOOD (1981)
 DY1647
 DY1647                         *CURRENT SURVEY CONTROL
 DY1647  ___________________________________________________________________
 DY1647* NAD 83(1986)-  33 59 30.     (N)    118 15 53.     (W)     SCALED    
 DY1647* NAVD 88     -        51.75   (+/-2cm)     169.8    (feet)  VERTCON   
 DY1647  ___________________________________________________________________
 DY1647  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY1647  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1647
 DY1647.The horizontal coordinates were scaled from a topographic map and have
 DY1647.an estimated accuracy of +/- 6 seconds.
 DY1647
 DY1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1647.The vertical order pertains to the NGVD 29 superseded value.
 DY1647
 DY1647.The geoid height was determined by GEOID03.
 DY1647
 DY1647;                    North         East    Units  Estimated Accuracy
 DY1647;SPC CA 5     -   554,570.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1647
 DY1647                          SUPERSEDED SURVEY CONTROL
 DY1647
 DY1647  NGVD 29 (??/??/92)   50.98   (m)          167.3    (f) COMPUTED    1 1
 DY1647
 DY1647.Superseded values are not recommended for survey control.
 DY1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1647.See file dsdata.txt to determine how the superseded data were derived.
 DY1647
 DY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831619(NAD 83)
 DY1647_MARKER: S = SPIKE
 DY1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1647_SP_SET: CATCH BASIN
 DY1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1647
 DY1647  HISTORY     - Date     Condition        Report By
 DY1647  HISTORY     - UNK      MONUMENTED       CA1980
 DY1647  HISTORY     - 1969     GOOD             CA1980
 DY1647
 DY1647                          STATION DESCRIPTION
 DY1647
 DY1647'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1647'AT LOS ANGELES.
 DY1647'WIRE SPIKE IN THE SOUTHWEST CORNER OF CATCH BASIN, 3.5 FEET
 DY1647'WEST OF WEST CURB OF AVALON BOULEVARD, 9 FEET NORTH OF 56TH
 DY1647'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1649 ***********************************************************************
 DY1649  DESIGNATION -  18 00970 C OF LA
 DY1649  PID         -  DY1649
 DY1649  STATE/COUNTY-  CA/LOS ANGELES
 DY1649  USGS QUAD   -  INGLEWOOD (1981)
 DY1649
 DY1649                         *CURRENT SURVEY CONTROL
 DY1649  ___________________________________________________________________
 DY1649* NAD 83(1986)-  33 59 36.     (N)    118 15 53.     (W)     SCALED    
 DY1649* NAVD 88     -        52.33   (+/-2cm)     171.7    (feet)  VERTCON   
 DY1649  ___________________________________________________________________
 DY1649  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DY1649  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1649
 DY1649.The horizontal coordinates were scaled from a topographic map and have
 DY1649.an estimated accuracy of +/- 6 seconds.
 DY1649
 DY1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1649.The vertical order pertains to the NGVD 29 superseded value.
 DY1649
 DY1649.The geoid height was determined by GEOID03.
 DY1649
 DY1649;                    North         East    Units  Estimated Accuracy
 DY1649;SPC CA 5     -   554,760.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1649
 DY1649                          SUPERSEDED SURVEY CONTROL
 DY1649
 DY1649  NGVD 29 (??/??/92)   51.56   (m)          169.2    (f) COMPUTED    1 1
 DY1649
 DY1649.Superseded values are not recommended for survey control.
 DY1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1649.See file dsdata.txt to determine how the superseded data were derived.
 DY1649
 DY1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831621(NAD 83)
 DY1649_MARKER: S = SPIKE
 DY1649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1649_SP_SET: CONCRETE FOUNDATION
 DY1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1649
 DY1649  HISTORY     - Date     Condition        Report By
 DY1649  HISTORY     - UNK      MONUMENTED       CA1980
 DY1649  HISTORY     - 1969     GOOD             CA1980
 DY1649
 DY1649                          STATION DESCRIPTION
 DY1649
 DY1649'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1649'AT LOS ANGELES.
 DY1649'CUT SPIKE IN TOP, AT THE SOUTHEAST CORNER, OF CONCRETE
 DY1649'FOUNDATION FOR BRICK BUILDING AT THE NORTHWEST CORNER OF AVALON
 DY1649'BOULEVARD AND 54TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1715 ***********************************************************************
 DY1715  DESIGNATION -  18 00990 C OF LA
 DY1715  PID         -  DY1715
 DY1715  STATE/COUNTY-  CA/LOS ANGELES
 DY1715  USGS QUAD   -  INGLEWOOD (1981)
 DY1715
 DY1715                         *CURRENT SURVEY CONTROL
 DY1715  ___________________________________________________________________
 DY1715* NAD 83(1986)-  33 59 47.     (N)    118 15 54.     (W)     SCALED    
 DY1715* NAVD 88     -        53.34   (+/-2cm)     175.0    (feet)  VERTCON   
 DY1715  ___________________________________________________________________
 DY1715  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 DY1715  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1715
 DY1715.The horizontal coordinates were scaled from a topographic map and have
 DY1715.an estimated accuracy of +/- 6 seconds.
 DY1715
 DY1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1715.The vertical order pertains to the NGVD 29 superseded value.
 DY1715
 DY1715.The geoid height was determined by GEOID03.
 DY1715
 DY1715;                    North         East    Units  Estimated Accuracy
 DY1715;SPC CA 5     -   555,100.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1715
 DY1715                          SUPERSEDED SURVEY CONTROL
 DY1715
 DY1715  NGVD 29 (??/??/92)   52.57   (m)          172.5    (f) COMPUTED    1 1
 DY1715
 DY1715.Superseded values are not recommended for survey control.
 DY1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1715.See file dsdata.txt to determine how the superseded data were derived.
 DY1715
 DY1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831624(NAD 83)
 DY1715_MARKER: S = SPIKE
 DY1715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1715_SP_SET: CATCH BASIN
 DY1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1715
 DY1715  HISTORY     - Date     Condition        Report By
 DY1715  HISTORY     - UNK      MONUMENTED       CA1980
 DY1715  HISTORY     - 1969     GOOD             CA1980
 DY1715  HISTORY     - 1971     GOOD             CA1980
 DY1715
 DY1715                          STATION DESCRIPTION
 DY1715
 DY1715'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1715'AT LOS ANGELES.
 DY1715'WIRE SPIKE 4 FEET NORTH OF NORTH CURB OF 51ST STREET, 29.2 FEET
 DY1715'EAST OF EAST CURB LINE OF AVALON BOULEVARD, IN TOP OF NORTHWEST
 DY1715'CORNER OF CATCH BASIN.
 DY1715
 DY1715                          STATION RECOVERY (1971)
 DY1715
 DY1715'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1716 ***********************************************************************
 DY1716  DESIGNATION -  18 01010
 DY1716  PID         -  DY1716
 DY1716  STATE/COUNTY-  CA/LOS ANGELES
 DY1716  USGS QUAD   -  INGLEWOOD (1981)
 DY1716
 DY1716                         *CURRENT SURVEY CONTROL
 DY1716  ___________________________________________________________________
 DY1716* NAD 83(2007)-  33 59 48.08798(N)    118 15 55.17308(W)     ADJUSTED  
 DY1716* NAVD 88     -        53.161  (meters)     174.41   (feet)  ADJUSTED  
 DY1716  ___________________________________________________________________
 DY1716  EPOCH DATE  -        2007.00
 DY1716  X           -  -2,506,754.494 (meters)                     COMP
 DY1716  Y           -  -4,662,305.488 (meters)                     COMP
 DY1716  Z           -   3,546,152.088 (meters)                     COMP
 DY1716  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DY1716  ELLIP HEIGHT-          17.548 (meters)          (02/10/07) ADJUSTED
 DY1716  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 DY1716  DYNAMIC HT  -          53.104 (meters)     174.23  (feet)  COMP
 DY1716
 DY1716  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY1716  Type    PID    Designation                      North   East  Ellip
 DY1716  -------------------------------------------------------------------
 DY1716  NETWORK DY1716 18 01010                          0.71   1.25   5.70
 DY1716  -------------------------------------------------------------------
 DY1716  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DY1716
 DY1716  VERT ORDER  -  FIRST     CLASS I
 DY1716
 DY1716.The horizontal coordinates were established by GPS observations
 DY1716.and adjusted by the National Geodetic Survey in February 2007.
 DY1716
 DY1716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY1716.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY1716.The horizontal coordinates are valid at the epoch date displayed above.
 DY1716.The epoch date for horizontal control is a decimal equivalence
 DY1716.of Year/Month/Day.
 DY1716
 DY1716.The orthometric height was determined by differential leveling
 DY1716.and adjusted in June 1995.
 DY1716.WARNING-Repeat measurements at this control monument indicate possible
 DY1716.vertical movement.
 DY1716
 DY1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY1716
 DY1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY1716
 DY1716.The ellipsoidal height was determined by GPS observations
 DY1716.and is referenced to NAD 83.
 DY1716
 DY1716.The geoid height was determined by GEOID03.
 DY1716
 DY1716.The dynamic height is computed by dividing the NAVD 88
 DY1716.geopotential number by the normal gravity value computed on the
 DY1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1716.degrees latitude (g = 980.6199 gals.).
 DY1716
 DY1716.The modeled gravity was interpolated from observed gravity values.
 DY1716
 DY1716;                    North         East     Units Scale Factor Converg.
 DY1716;SPC CA 5     -   555,128.507 1,975,486.806   MT  1.00000814   -0 09 04.5
 DY1716;SPC CA 5     - 1,821,284.11  6,481,242.96   sFT  1.00000814   -0 09 04.5
 DY1716;UTM  11      - 3,762,510.660   383,141.781   MT  0.99976834   -0 42 27.3
 DY1716
 DY1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY1716!SPC CA 5     -   0.99999725  x   1.00000814  =   1.00000539
 DY1716!UTM  11      -   0.99999725  x   0.99976834  =   0.99976559
 DY1716
 DY1716                          SUPERSEDED SURVEY CONTROL
 DY1716
 DY1716  NAD 83(1994)-  33 59 48.07645(N)    118 15 55.16091(W) AD(1995.00) 1
 DY1716  ELLIP H (11/30/95)   17.538  (m)                       GP(1995.00) 4 2
 DY1716  NAVD 88 (06/15/91)   53.182  (m)          174.48   (f) UNKNOWN     1 1
 DY1716  NGVD 29 (??/??/92)   52.384  (m)          171.86   (f) ADJ UNCH    1 1
 DY1716
 DY1716.Superseded values are not recommended for survey control.
 DY1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1716.See file dsdata.txt to determine how the superseded data were derived.
 DY1716
 DY1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8314262511(NAD 83)
 DY1716_MARKER: S = SPIKE
 DY1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1716_SP_SET: CATCH BASIN
 DY1716_MARK LOGO: NONE  
 DY1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1716+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 DY1716
 DY1716  HISTORY     - Date     Condition        Report By
 DY1716  HISTORY     - UNK      MONUMENTED       CA1980
 DY1716  HISTORY     - 1969     GOOD             CA1980
 DY1716  HISTORY     - 1976     GOOD             NGS
 DY1716  HISTORY     - 1978     GOOD             NGS
 DY1716  HISTORY     - 19890522 GOOD             NGS
 DY1716  HISTORY     - 19940724 GOOD             NGS
 DY1716
 DY1716                          STATION DESCRIPTION
 DY1716
 DY1716'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1716'AT LOS ANGELES.
 DY1716'CUT SPIKE IN TOP OF NORTHWEST CORNER OF CATCH BASIN, 3.5 FEET
 DY1716'WEST OF WEST CURB OF AVALON BOULEVARD, 12 FEET NORTH OF 51ST
 DY1716'STREET.
 DY1716
 DY1716                          STATION RECOVERY (1976)
 DY1716
 DY1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1716'AT LOS ANGELES, AT THE NORTHWEST CORNER OF AVALON BOULEVARD AND 51 ST
 DY1716'STREET, A CUT SPIKE IN TOP OF THE NORTHWEST CORNER OF A CATCH BASIN
 DY1716', 21 FT NORTH OF NORTH CURB LINE OF 51 ST STREET, 3.5 FT WEST OF WEST
 DY1716'CURB OF BOULEVARD.
 DY1716
 DY1716                          STATION RECOVERY (1978)
 DY1716
 DY1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1716'RECOVERED IN GOOD CONDITION.
 DY1716
 DY1716                          STATION RECOVERY (1989)
 DY1716
 DY1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1716'RECOVERED IN GOOD CONDITION.
 DY1716
 DY1716                          STATION RECOVERY (1994)
 DY1716
 DY1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1716'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND 51ST
 DY1716'STREET, A SPIKE NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN,
 DY1716'12.7 M (41.7 FT) NORTH OF THE CENTERLINE OF THE STREET, 7.3 M (24.0
 DY1716'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD,
 DY1716'2.3 M (7.5 FT) NORTH OF A SIGNAL LIGHT POLE WITH A STREET LIGHT
 DY1716'ATTACHED, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1717 ***********************************************************************
 DY1717  DESIGNATION -  18 01030 C OF LA
 DY1717  PID         -  DY1717
 DY1717  STATE/COUNTY-  CA/LOS ANGELES
 DY1717  USGS QUAD   -  INGLEWOOD (1981)
 DY1717
 DY1717                         *CURRENT SURVEY CONTROL
 DY1717  ___________________________________________________________________
 DY1717* NAD 83(1986)-  33 59 57.     (N)    118 15 54.     (W)     SCALED    
 DY1717* NAVD 88     -        54.14   (+/-2cm)     177.6    (feet)  VERTCON   
 DY1717  ___________________________________________________________________
 DY1717  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DY1717  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1717
 DY1717.The horizontal coordinates were scaled from a topographic map and have
 DY1717.an estimated accuracy of +/- 6 seconds.
 DY1717
 DY1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1717.The vertical order pertains to the NGVD 29 superseded value.
 DY1717
 DY1717.The geoid height was determined by GEOID03.
 DY1717
 DY1717;                    North         East    Units  Estimated Accuracy
 DY1717;SPC CA 5     -   555,400.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1717
 DY1717                          SUPERSEDED SURVEY CONTROL
 DY1717
 DY1717  NGVD 29 (??/??/92)   53.37   (m)          175.1    (f) COMPUTED    1 1
 DY1717
 DY1717.Superseded values are not recommended for survey control.
 DY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1717.See file dsdata.txt to determine how the superseded data were derived.
 DY1717
 DY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831627(NAD 83)
 DY1717_MARKER: S = SPIKE
 DY1717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1717_SP_SET: CATCH BASIN
 DY1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1717
 DY1717  HISTORY     - Date     Condition        Report By
 DY1717  HISTORY     - UNK      MONUMENTED       CA1980
 DY1717  HISTORY     - 1969     GOOD             CA1980
 DY1717
 DY1717                          STATION DESCRIPTION
 DY1717
 DY1717'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1717'AT LOS ANGELES.
 DY1717'CUT SPIKE IN TOP OF THE NORTHEAST CORNER OF CATCH BASIN, 3.5
 DY1717'FEET EAST OF EAST CURB OF AVALON BOULEVARD, 10 FEET NORTH OF
 DY1717'49TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1718 ***********************************************************************
 DY1718  DESIGNATION -  18 01050 C OF LA
 DY1718  PID         -  DY1718
 DY1718  STATE/COUNTY-  CA/LOS ANGELES
 DY1718  USGS QUAD   -  INGLEWOOD (1981)
 DY1718
 DY1718                         *CURRENT SURVEY CONTROL
 DY1718  ___________________________________________________________________
 DY1718* NAD 83(1986)-  33 59 57.     (N)    118 15 54.     (W)     SCALED    
 DY1718* NAVD 88     -        54.08   (+/-2cm)     177.4    (feet)  VERTCON   
 DY1718  ___________________________________________________________________
 DY1718  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DY1718  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1718
 DY1718.The horizontal coordinates were scaled from a topographic map and have
 DY1718.an estimated accuracy of +/- 6 seconds.
 DY1718
 DY1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1718.The vertical order pertains to the NGVD 29 superseded value.
 DY1718
 DY1718.The geoid height was determined by GEOID03.
 DY1718
 DY1718;                    North         East    Units  Estimated Accuracy
 DY1718;SPC CA 5     -   555,400.    1,975,520.      MT  (+/- 180 meters Scaled)
 DY1718
 DY1718                          SUPERSEDED SURVEY CONTROL
 DY1718
 DY1718  NGVD 29 (??/??/92)   53.31   (m)          174.9    (f) COMPUTED    1 1
 DY1718
 DY1718.Superseded values are not recommended for survey control.
 DY1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1718.See file dsdata.txt to determine how the superseded data were derived.
 DY1718
 DY1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831627(NAD 83)
 DY1718_MARKER: S = SPIKE
 DY1718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1718_SP_SET: CATCH BASIN
 DY1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1718
 DY1718  HISTORY     - Date     Condition        Report By
 DY1718  HISTORY     - UNK      MONUMENTED       CA1980
 DY1718  HISTORY     - 1969     GOOD             CA1980
 DY1718
 DY1718                          STATION DESCRIPTION
 DY1718
 DY1718'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1718'AT LOS ANGELES.
 DY1718'WIRE SPIKE IN TOP OF THE SOUTHWEST CORNER OF CATCH BASIN, 3.5
 DY1718'FEET WEST OF WEST CURB OF AVALON BOULEVARD, 7 FEET NORTH OF
 DY1718'49TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1297 ***********************************************************************
 EW1297  DESIGNATION -  18 01070 C OF LA
 EW1297  PID         -  EW1297
 EW1297  STATE/COUNTY-  CA/LOS ANGELES
 EW1297  USGS QUAD   -  HOLLYWOOD (1994)
 EW1297
 EW1297                         *CURRENT SURVEY CONTROL
 EW1297  ___________________________________________________________________
 EW1297* NAD 83(1986)-  34 00 02.     (N)    118 15 53.     (W)     SCALED    
 EW1297* NAVD 88     -        54.97   (+/-2cm)     180.3    (feet)  VERTCON   
 EW1297  ___________________________________________________________________
 EW1297  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 EW1297  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1297
 EW1297.The horizontal coordinates were scaled from a topographic map and have
 EW1297.an estimated accuracy of +/- 6 seconds.
 EW1297
 EW1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1297.The vertical order pertains to the NGVD 29 superseded value.
 EW1297
 EW1297.The geoid height was determined by GEOID03.
 EW1297
 EW1297;                    North         East    Units  Estimated Accuracy
 EW1297;SPC CA 5     -   555,560.    1,975,540.      MT  (+/- 180 meters Scaled)
 EW1297
 EW1297                          SUPERSEDED SURVEY CONTROL
 EW1297
 EW1297  NGVD 29 (??/??/92)   54.196  (m)          177.81   (f) ADJ UNCH    1 1
 EW1297
 EW1297.Superseded values are not recommended for survey control.
 EW1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1297.See file dsdata.txt to determine how the superseded data were derived.
 EW1297
 EW1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT832629(NAD 83)
 EW1297_MARKER: S = SPIKE
 EW1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1297_SP_SET: CATCH BASIN
 EW1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1297
 EW1297  HISTORY     - Date     Condition        Report By
 EW1297  HISTORY     - UNK      MONUMENTED       CA1980
 EW1297  HISTORY     - 1969     GOOD             CA1980
 EW1297
 EW1297                          STATION DESCRIPTION
 EW1297
 EW1297'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1297'AT LOS ANGELES.
 EW1297'CUT SPIKE IN TOP OF THE NORTHEAST CORNER OF CATCH BASIN, 3.5
 EW1297'FEET EAST OF EAST CURB OF AVALON BOULEVARD, 9 FEET NORTH OF
 EW1297'47TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1298 ***********************************************************************
 EW1298  DESIGNATION -  18 01076 C OF LA
 EW1298  PID         -  EW1298
 EW1298  STATE/COUNTY-  CA/LOS ANGELES
 EW1298  USGS QUAD   -  HOLLYWOOD (1994)
 EW1298
 EW1298                         *CURRENT SURVEY CONTROL
 EW1298  ___________________________________________________________________
 EW1298* NAD 83(1986)-  34 00 05.     (N)    118 15 54.     (W)     SCALED    
 EW1298* NAVD 88     -        55.22   (+/-2cm)     181.2    (feet)  VERTCON   
 EW1298  ___________________________________________________________________
 EW1298  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EW1298  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1298
 EW1298.The horizontal coordinates were scaled from a topographic map and have
 EW1298.an estimated accuracy of +/- 6 seconds.
 EW1298
 EW1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1298.The vertical order pertains to the NGVD 29 superseded value.
 EW1298
 EW1298.The geoid height was determined by GEOID03.
 EW1298
 EW1298;                    North         East    Units  Estimated Accuracy
 EW1298;SPC CA 5     -   555,650.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1298
 EW1298                          SUPERSEDED SURVEY CONTROL
 EW1298
 EW1298  NGVD 29 (??/??/92)   54.448  (m)          178.63   (f) ADJ UNCH    1 1
 EW1298
 EW1298.Superseded values are not recommended for survey control.
 EW1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1298.See file dsdata.txt to determine how the superseded data were derived.
 EW1298
 EW1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831630(NAD 83)
 EW1298_MARKER: S = SPIKE
 EW1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1298_SP_SET: CURB
 EW1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1298
 EW1298  HISTORY     - Date     Condition        Report By
 EW1298  HISTORY     - UNK      MONUMENTED       CA1980
 EW1298  HISTORY     - 1969     GOOD             CA1980
 EW1298
 EW1298                          STATION DESCRIPTION
 EW1298
 EW1298'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1298'AT LOS ANGELES.
 EW1298'WIRE SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 4.5 FEET NORTH
 EW1298'OF 46TH STREET, SOUTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9485 ***********************************************************************
 EW9485  DESIGNATION -  18 01092
 EW9485  PID         -  EW9485
 EW9485  STATE/COUNTY-  CA/LOS ANGELES
 EW9485  USGS QUAD   -  HOLLYWOOD (1994)
 EW9485
 EW9485                         *CURRENT SURVEY CONTROL
 EW9485  ___________________________________________________________________
 EW9485* NAD 83(1986)-  34 00 15.     (N)    118 15 53.     (W)     SCALED    
 EW9485* NAVD 88     -        55.718  (meters)     182.80   (feet)  ADJUSTED  
 EW9485  ___________________________________________________________________
 EW9485  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW9485  DYNAMIC HT  -          55.658 (meters)     182.60  (feet)  COMP
 EW9485  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 EW9485
 EW9485  VERT ORDER  -  FIRST     CLASS II
 EW9485
 EW9485.The horizontal coordinates were scaled from a topographic map and have
 EW9485.an estimated accuracy of +/- 6 seconds.
 EW9485
 EW9485.The orthometric height was determined by differential leveling
 EW9485.and adjusted in June 1995.
 EW9485
 EW9485.The geoid height was determined by GEOID03.
 EW9485
 EW9485.The dynamic height is computed by dividing the NAVD 88
 EW9485.geopotential number by the normal gravity value computed on the
 EW9485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9485.degrees latitude (g = 980.6199 gals.).
 EW9485
 EW9485.The modeled gravity was interpolated from observed gravity values.
 EW9485
 EW9485;                    North         East    Units  Estimated Accuracy
 EW9485;SPC CA 5     -   555,960.    1,975,550.      MT  (+/- 180 meters Scaled)
 EW9485
 EW9485                          SUPERSEDED SURVEY CONTROL
 EW9485
 EW9485  NAVD 88 (06/15/91)   55.741  (m)          182.88   (f) UNKNOWN     1 2
 EW9485
 EW9485.Superseded values are not recommended for survey control.
 EW9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9485.See file dsdata.txt to determine how the superseded data were derived.
 EW9485
 EW9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT832633(NAD 83)
 EW9485_MARKER: S = SPIKE
 EW9485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9485_SP_SET: CURB
 EW9485_MARK LOGO: NONE  
 EW9485_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9485+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW9485
 EW9485  HISTORY     - Date     Condition        Report By
 EW9485  HISTORY     - UNK      MONUMENTED       CA1980
 EW9485  HISTORY     - 19890526 GOOD             NGS
 EW9485  HISTORY     - 19940724 GOOD             NGS
 EW9485
 EW9485                          STATION DESCRIPTION
 EW9485
 EW9485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9485'IN LOS ANGELES AT THE INTERSECTION OF AVALON BOULEVARD AND VERNON
 EW9485'AVENUE, IN TOP OF A CONCRETE CURB, 14.8 M (48.6 FT) W OF THE C/L OF
 EW9485'THE BOULEVARD, 10.2 M (33.5 FT) W OF THE C/L OF THE AVENUE, 0.2 M
 EW9485'(0.7 FT) ABOVE THE BOULEVARD SURFACE AND 0.1 M (0.3 FT) W OF A CURB,
 EW9485
 EW9485                          STATION RECOVERY (1994)
 EW9485
 EW9485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9485'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND VERNON
 EW9485'STREET, A SPIKE IN THE WEST CONCRETE CURB OF THE BOULEVARD, 11.8 M
 EW9485'(38.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 EW9485'STREET, 5.5 M (18.0 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW9485'SOUTHBOUND LANES OF THE BOULEVARD, 4.4 M (14.4 FT) NORTHEAST OF A FIRE
 EW9485'HYDRANT, AND 1.1 M (3.6 FT) NORTH OF A SIGNAL LIGHT POLE WITH A STREET
 EW9485'LIGHT ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1303 ***********************************************************************
 EW1303  DESIGNATION -  18 01130 C OF LA
 EW1303  PID         -  EW1303
 EW1303  STATE/COUNTY-  CA/LOS ANGELES
 EW1303  USGS QUAD   -  HOLLYWOOD (1994)
 EW1303
 EW1303                         *CURRENT SURVEY CONTROL
 EW1303  ___________________________________________________________________
 EW1303* NAD 83(1986)-  34 00 21.     (N)    118 15 54.     (W)     SCALED    
 EW1303* NAVD 88     -        56.32   (+/-2cm)     184.8    (feet)  VERTCON   
 EW1303  ___________________________________________________________________
 EW1303  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW1303  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1303
 EW1303.The horizontal coordinates were scaled from a topographic map and have
 EW1303.an estimated accuracy of +/- 6 seconds.
 EW1303
 EW1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1303.The vertical order pertains to the NGVD 29 superseded value.
 EW1303
 EW1303.The geoid height was determined by GEOID03.
 EW1303
 EW1303;                    North         East    Units  Estimated Accuracy
 EW1303;SPC CA 5     -   556,140.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1303
 EW1303                          SUPERSEDED SURVEY CONTROL
 EW1303
 EW1303  NGVD 29 (??/??/92)   55.547  (m)          182.24   (f) ADJ UNCH    1 1
 EW1303
 EW1303.Superseded values are not recommended for survey control.
 EW1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1303.See file dsdata.txt to determine how the superseded data were derived.
 EW1303
 EW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831635(NAD 83)
 EW1303_MARKER: S = SPIKE
 EW1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1303_SP_SET: CATCH BASIN
 EW1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1303
 EW1303  HISTORY     - Date     Condition        Report By
 EW1303  HISTORY     - UNK      MONUMENTED       CA1980
 EW1303  HISTORY     - 1969     GOOD             CA1980
 EW1303  HISTORY     - 1971     GOOD             CA1980
 EW1303
 EW1303                          STATION DESCRIPTION
 EW1303
 EW1303'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1303'AT LOS ANGELES.
 EW1303'CUT SPIKE IN TOP OF THE NORTHWEST CORNER OF CATCH BASIN, 3.5 FEET
 EW1303'WEST OF WEST CURB OF AVALON BOULEVARD, 10 FEET NORTH OF 43RD
 EW1303'STREET.
 EW1303
 EW1303                          STATION RECOVERY (1971)
 EW1303
 EW1303'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1304 ***********************************************************************
 EW1304  DESIGNATION -  18 01149 C OF LA
 EW1304  PID         -  EW1304
 EW1304  STATE/COUNTY-  CA/LOS ANGELES
 EW1304  USGS QUAD   -  HOLLYWOOD (1994)
 EW1304
 EW1304                         *CURRENT SURVEY CONTROL
 EW1304  ___________________________________________________________________
 EW1304* NAD 83(1986)-  34 00 26.     (N)    118 15 53.     (W)     SCALED    
 EW1304* NAVD 88     -        57.42   (+/-2cm)     188.4    (feet)  VERTCON   
 EW1304  ___________________________________________________________________
 EW1304  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 EW1304  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1304
 EW1304.The horizontal coordinates were scaled from a topographic map and have
 EW1304.an estimated accuracy of +/- 6 seconds.
 EW1304
 EW1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1304.The vertical order pertains to the NGVD 29 superseded value.
 EW1304
 EW1304.The geoid height was determined by GEOID03.
 EW1304
 EW1304;                    North         East    Units  Estimated Accuracy
 EW1304;SPC CA 5     -   556,300.    1,975,550.      MT  (+/- 180 meters Scaled)
 EW1304
 EW1304                          SUPERSEDED SURVEY CONTROL
 EW1304
 EW1304  NGVD 29 (??/??/92)   56.642  (m)          185.83   (f) ADJ UNCH    1 1
 EW1304
 EW1304.Superseded values are not recommended for survey control.
 EW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1304.See file dsdata.txt to determine how the superseded data were derived.
 EW1304
 EW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT832636(NAD 83)
 EW1304_MARKER: S = SPIKE
 EW1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1304_SP_SET: CURB
 EW1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1304
 EW1304  HISTORY     - Date     Condition        Report By
 EW1304  HISTORY     - UNK      MONUMENTED       CA1980
 EW1304  HISTORY     - 1969     GOOD             CA1980
 EW1304
 EW1304                          STATION DESCRIPTION
 EW1304
 EW1304'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1304'AT LOS ANGELES.
 EW1304'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, ON CENTER LINE
 EW1304'PRODUCED, OF 42ND STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1305 ***********************************************************************
 EW1305  DESIGNATION -  18 01150 C OF LA
 EW1305  PID         -  EW1305
 EW1305  STATE/COUNTY-  CA/LOS ANGELES
 EW1305  USGS QUAD   -  HOLLYWOOD (1994)
 EW1305
 EW1305                         *CURRENT SURVEY CONTROL
 EW1305  ___________________________________________________________________
 EW1305* NAD 83(1986)-  34 00 32.     (N)    118 15 54.     (W)     SCALED    
 EW1305* NAVD 88     -        58.55   (+/-2cm)     192.1    (feet)  VERTCON   
 EW1305  ___________________________________________________________________
 EW1305  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW1305  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1305
 EW1305.The horizontal coordinates were scaled from a topographic map and have
 EW1305.an estimated accuracy of +/- 6 seconds.
 EW1305
 EW1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1305.The vertical order pertains to the NGVD 29 superseded value.
 EW1305
 EW1305.The geoid height was determined by GEOID03.
 EW1305
 EW1305;                    North         East    Units  Estimated Accuracy
 EW1305;SPC CA 5     -   556,480.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1305
 EW1305                          SUPERSEDED SURVEY CONTROL
 EW1305
 EW1305  NGVD 29 (??/??/92)   57.778  (m)          189.56   (f) ADJ UNCH    1 2
 EW1305
 EW1305.Superseded values are not recommended for survey control.
 EW1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1305.See file dsdata.txt to determine how the superseded data were derived.
 EW1305
 EW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831638(NAD 83)
 EW1305_MARKER: S = SPIKE
 EW1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1305_SP_SET: CATCH BASIN
 EW1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1305
 EW1305  HISTORY     - Date     Condition        Report By
 EW1305  HISTORY     - UNK      MONUMENTED       CA1980
 EW1305  HISTORY     - 1969     GOOD             CA1980
 EW1305
 EW1305                          STATION DESCRIPTION
 EW1305
 EW1305'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1305'AT LOS ANGELES.
 EW1305'CUT SPIKE IN TOP OF THE SOUTHEAST CORNER OF CATCH BASIN, 3.5
 EW1305'FEET EAST OF EAST CURB OF AVALON BOULEVARD, 6 FEET NORTH OF
 EW1305'41ST STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1308 ***********************************************************************
 EW1308  DESIGNATION -  18 01170 C OF LA
 EW1308  PID         -  EW1308
 EW1308  STATE/COUNTY-  CA/LOS ANGELES
 EW1308  USGS QUAD   -  HOLLYWOOD (1994)
 EW1308
 EW1308                         *CURRENT SURVEY CONTROL
 EW1308  ___________________________________________________________________
 EW1308* NAD 83(1986)-  34 00 39.     (N)    118 15 54.     (W)     SCALED    
 EW1308* NAVD 88     -        59.73   (+/-2cm)     196.0    (feet)  VERTCON   
 EW1308  ___________________________________________________________________
 EW1308  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EW1308  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1308
 EW1308.The horizontal coordinates were scaled from a topographic map and have
 EW1308.an estimated accuracy of +/- 6 seconds.
 EW1308
 EW1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1308.The vertical order pertains to the NGVD 29 superseded value.
 EW1308
 EW1308.The geoid height was determined by GEOID03.
 EW1308
 EW1308;                    North         East    Units  Estimated Accuracy
 EW1308;SPC CA 5     -   556,700.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1308
 EW1308                          SUPERSEDED SURVEY CONTROL
 EW1308
 EW1308  NGVD 29 (??/??/92)   58.952  (m)          193.41   (f) ADJ UNCH    1 1
 EW1308
 EW1308.Superseded values are not recommended for survey control.
 EW1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1308.See file dsdata.txt to determine how the superseded data were derived.
 EW1308
 EW1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831640(NAD 83)
 EW1308_MARKER: S = SPIKE
 EW1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1308_SP_SET: CURB
 EW1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1308
 EW1308  HISTORY     - Date     Condition        Report By
 EW1308  HISTORY     - UNK      MONUMENTED       CA1980
 EW1308  HISTORY     - 1969     GOOD             CA1980
 EW1308  HISTORY     - 1971     GOOD             CA1980
 EW1308
 EW1308                          STATION DESCRIPTION
 EW1308
 EW1308'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1308'AT LOS ANGELES.
 EW1308'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 0.5 FEET NORTH
 EW1308'OF BEGINNING OF CURB RETURN NORTH OF SANTA BARBARA AVENUE.
 EW1308
 EW1308                          STATION RECOVERY (1971)
 EW1308
 EW1308'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1306 ***********************************************************************
 EW1306  DESIGNATION -  18 01171 C OF LA
 EW1306  PID         -  EW1306
 EW1306  STATE/COUNTY-  CA/LOS ANGELES
 EW1306  USGS QUAD   -  HOLLYWOOD (1994)
 EW1306
 EW1306                         *CURRENT SURVEY CONTROL
 EW1306  ___________________________________________________________________
 EW1306* NAD 83(1986)-  34 00 39.     (N)    118 15 54.     (W)     SCALED    
 EW1306* NAVD 88     -        59.80   (+/-2cm)     196.2    (feet)  VERTCON   
 EW1306  ___________________________________________________________________
 EW1306  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EW1306  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1306
 EW1306.The horizontal coordinates were scaled from a topographic map and have
 EW1306.an estimated accuracy of +/- 6 seconds.
 EW1306
 EW1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1306.The vertical order pertains to the NGVD 29 superseded value.
 EW1306
 EW1306.The geoid height was determined by GEOID03.
 EW1306
 EW1306;                    North         East    Units  Estimated Accuracy
 EW1306;SPC CA 5     -   556,700.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1306
 EW1306                          SUPERSEDED SURVEY CONTROL
 EW1306
 EW1306  NGVD 29 (??/??/92)   59.03   (m)          193.7    (f) COMPUTED    1 1
 EW1306
 EW1306.Superseded values are not recommended for survey control.
 EW1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1306.See file dsdata.txt to determine how the superseded data were derived.
 EW1306
 EW1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831640(NAD 83)
 EW1306_MARKER: DD = SURVEY DISK
 EW1306_SETTING: 0 = UNSPECIFIED SETTING
 EW1306_STAMPING: 18-01171 1973
 EW1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1306
 EW1306  HISTORY     - Date     Condition        Report By
 EW1306  HISTORY     - 1973     MONUMENTED       CA1980
 EW1306
 EW1306                          STATION DESCRIPTION
 EW1306
 EW1306'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW1306'IN LOS ANGELES.
 EW1306'STANDARD SURVEY DISK MONUMENT STAMPED 1-73, ON THE INTERSCTION OF
 EW1306'THE CENTERLINE OF THE AVALON BLVD., AND THE NEW CENTERLINE OF SANTA
 EW1306'BARBARA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1309 ***********************************************************************
 EW1309  DESIGNATION -  18 01190 C OF LA
 EW1309  PID         -  EW1309
 EW1309  STATE/COUNTY-  CA/LOS ANGELES
 EW1309  USGS QUAD   -  HOLLYWOOD (1994)
 EW1309
 EW1309                         *CURRENT SURVEY CONTROL
 EW1309  ___________________________________________________________________
 EW1309* NAD 83(1986)-  34 00 47.     (N)    118 15 53.     (W)     SCALED    
 EW1309* NAVD 88     -        60.89   (+/-2cm)     199.8    (feet)  VERTCON   
 EW1309  ___________________________________________________________________
 EW1309  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1309  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1309
 EW1309.The horizontal coordinates were scaled from a topographic map and have
 EW1309.an estimated accuracy of +/- 6 seconds.
 EW1309
 EW1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1309.The vertical order pertains to the NGVD 29 superseded value.
 EW1309
 EW1309.The geoid height was determined by GEOID03.
 EW1309
 EW1309;                    North         East    Units  Estimated Accuracy
 EW1309;SPC CA 5     -   556,940.    1,975,550.      MT  (+/- 180 meters Scaled)
 EW1309
 EW1309                          SUPERSEDED SURVEY CONTROL
 EW1309
 EW1309  NGVD 29 (??/??/92)   60.111  (m)          197.21   (f) ADJ UNCH    1 1
 EW1309
 EW1309.Superseded values are not recommended for survey control.
 EW1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1309.See file dsdata.txt to determine how the superseded data were derived.
 EW1309
 EW1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT832643(NAD 83)
 EW1309_MARKER: S = SPIKE
 EW1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1309_SP_SET: ELECTROLIER BASE
 EW1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1309
 EW1309  HISTORY     - Date     Condition        Report By
 EW1309  HISTORY     - UNK      MONUMENTED       CA1980
 EW1309  HISTORY     - 1969     GOOD             CA1980
 EW1309
 EW1309                          STATION DESCRIPTION
 EW1309
 EW1309'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1309'AT LOS ANGELES.
 EW1309'WIRE SPIKE IN TOP OF THE CONCRETE BASE OF ELECTROLIER, 1 FOOT
 EW1309'EAST OF EAST CURB OF AVALON BOULEVARD, 3 FEET NORTH OF 37TH
 EW1309'STREET TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1310 ***********************************************************************
 EW1310  DESIGNATION -  18 01197 C OF LA
 EW1310  PID         -  EW1310
 EW1310  STATE/COUNTY-  CA/LOS ANGELES
 EW1310  USGS QUAD   -  HOLLYWOOD (1994)
 EW1310
 EW1310                         *CURRENT SURVEY CONTROL
 EW1310  ___________________________________________________________________
 EW1310* NAD 83(1986)-  34 00 49.     (N)    118 15 54.     (W)     SCALED    
 EW1310* NAVD 88     -        60.97   (+/-2cm)     200.0    (feet)  VERTCON   
 EW1310  ___________________________________________________________________
 EW1310  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1310  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1310
 EW1310.The horizontal coordinates were scaled from a topographic map and have
 EW1310.an estimated accuracy of +/- 6 seconds.
 EW1310
 EW1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1310.The vertical order pertains to the NGVD 29 superseded value.
 EW1310
 EW1310.The geoid height was determined by GEOID03.
 EW1310
 EW1310;                    North         East    Units  Estimated Accuracy
 EW1310;SPC CA 5     -   557,010.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1310
 EW1310                          SUPERSEDED SURVEY CONTROL
 EW1310
 EW1310  NGVD 29 (??/??/92)   60.193  (m)          197.48   (f) ADJ UNCH    1 1
 EW1310
 EW1310.Superseded values are not recommended for survey control.
 EW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1310.See file dsdata.txt to determine how the superseded data were derived.
 EW1310
 EW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831643(NAD 83)
 EW1310_MARKER: S = SPIKE
 EW1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1310_SP_SET: CURB
 EW1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1310
 EW1310  HISTORY     - Date     Condition        Report By
 EW1310  HISTORY     - UNK      MONUMENTED       CA1980
 EW1310  HISTORY     - 1969     GOOD             CA1980
 EW1310  HISTORY     - 1971     GOOD             CA1980
 EW1310
 EW1310                          STATION DESCRIPTION
 EW1310
 EW1310'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1310'AT LOS ANGELES.
 EW1310'WIRE SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 11 FEET NORTH
 EW1310'OF BEGINNING OF CURB RETURN NORTH OF 36TH STREET.
 EW1310
 EW1310                          STATION RECOVERY (1971)
 EW1310
 EW1310'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1311 ***********************************************************************
 EW1311  DESIGNATION -  18 01205 C OF LA
 EW1311  PID         -  EW1311
 EW1311  STATE/COUNTY-  CA/LOS ANGELES
 EW1311  USGS QUAD   -  HOLLYWOOD (1994)
 EW1311
 EW1311                         *CURRENT SURVEY CONTROL
 EW1311  ___________________________________________________________________
 EW1311* NAD 83(1986)-  34 00 50.     (N)    118 15 54.     (W)     SCALED    
 EW1311* NAVD 88     -        61.21   (+/-2cm)     200.8    (feet)  VERTCON   
 EW1311  ___________________________________________________________________
 EW1311  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1311  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1311
 EW1311.The horizontal coordinates were scaled from a topographic map and have
 EW1311.an estimated accuracy of +/- 6 seconds.
 EW1311
 EW1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1311.The vertical order pertains to the NGVD 29 superseded value.
 EW1311
 EW1311.The geoid height was determined by GEOID03.
 EW1311
 EW1311;                    North         East    Units  Estimated Accuracy
 EW1311;SPC CA 5     -   557,040.    1,975,520.      MT  (+/- 180 meters Scaled)
 EW1311
 EW1311                          SUPERSEDED SURVEY CONTROL
 EW1311
 EW1311  NGVD 29 (??/??/92)   60.437  (m)          198.28   (f) ADJ UNCH    1 1
 EW1311
 EW1311.Superseded values are not recommended for survey control.
 EW1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1311.See file dsdata.txt to determine how the superseded data were derived.
 EW1311
 EW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831644(NAD 83)
 EW1311_MARKER: S = SPIKE
 EW1311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1311_SP_SET: CURB
 EW1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1311
 EW1311  HISTORY     - Date     Condition        Report By
 EW1311  HISTORY     - UNK      MONUMENTED       CA1980
 EW1311  HISTORY     - 1969     GOOD             CA1980
 EW1311  HISTORY     - 1971     GOOD             CA1980
 EW1311
 EW1311                          STATION DESCRIPTION
 EW1311
 EW1311'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1311'AT LOS ANGELES.
 EW1311'SQUARE SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 3 FEET SOUTH
 EW1311'OF BEGINNING OF CURB RETURN SOUTH OF 35TH STREET.
 EW1311
 EW1311                          STATION RECOVERY (1971)
 EW1311
 EW1311'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1313 ***********************************************************************
 EW1313  DESIGNATION -  18 01229 C OF LA
 EW1313  PID         -  EW1313
 EW1313  STATE/COUNTY-  CA/LOS ANGELES
 EW1313  USGS QUAD   -  HOLLYWOOD (1994)
 EW1313
 EW1313                         *CURRENT SURVEY CONTROL
 EW1313  ___________________________________________________________________
 EW1313* NAD 83(1986)-  34 00 59.     (N)    118 15 52.     (W)     SCALED    
 EW1313* NAVD 88     -        62.91   (+/-2cm)     206.4    (feet)  VERTCON   
 EW1313  ___________________________________________________________________
 EW1313  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EW1313  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1313
 EW1313.The horizontal coordinates were scaled from a topographic map and have
 EW1313.an estimated accuracy of +/- 6 seconds.
 EW1313
 EW1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1313.The vertical order pertains to the NGVD 29 superseded value.
 EW1313
 EW1313.The geoid height was determined by GEOID03.
 EW1313
 EW1313;                    North         East    Units  Estimated Accuracy
 EW1313;SPC CA 5     -   557,310.    1,975,570.      MT  (+/- 180 meters Scaled)
 EW1313
 EW1313                          SUPERSEDED SURVEY CONTROL
 EW1313
 EW1313  NGVD 29 (??/??/92)   62.130  (m)          203.84   (f) ADJ UNCH    1 2
 EW1313
 EW1313.Superseded values are not recommended for survey control.
 EW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1313.See file dsdata.txt to determine how the superseded data were derived.
 EW1313
 EW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT832646(NAD 83)
 EW1313_MARKER: S = SPIKE
 EW1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1313_SP_SET: CURB
 EW1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1313
 EW1313  HISTORY     - Date     Condition        Report By
 EW1313  HISTORY     - UNK      MONUMENTED       CA1980
 EW1313  HISTORY     - 1969     GOOD             CA1980
 EW1313
 EW1313                          STATION DESCRIPTION
 EW1313
 EW1313'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1313'AT LOS ANGELES.
 EW1313'WIRE SPIKE IN TOP OF THE NORTH CURB OF 33RD STREET, 17 FEET
 EW1313'WEST OF BEGINNING OF CURB RETURN WEST OF SAN PEDRO STREET, MOST
 EW1313'EASTERLY OF TWO SPIKES 3.5 FEET APART.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9384 ***********************************************************************
 AB9384  DESIGNATION -  18 02389
 AB9384  PID         -  AB9384
 AB9384  STATE/COUNTY-  CA/LOS ANGELES
 AB9384  USGS QUAD   -  SOUTH GATE (1981)
 AB9384
 AB9384                         *CURRENT SURVEY CONTROL
 AB9384  ___________________________________________________________________
 AB9384* NAD 83(1986)-  33 57 11.     (N)    118 14 22.     (W)     SCALED    
 AB9384* NAVD 88     -        36.817  (meters)     120.79   (feet)  ADJUSTED  
 AB9384  ___________________________________________________________________
 AB9384  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AB9384  DYNAMIC HT  -          36.777 (meters)     120.66  (feet)  COMP
 AB9384  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 AB9384
 AB9384  VERT ORDER  -  FIRST     CLASS II
 AB9384
 AB9384.The horizontal coordinates were scaled from a topographic map and have
 AB9384.an estimated accuracy of +/- 6 seconds.
 AB9384
 AB9384.The orthometric height was determined by differential leveling
 AB9384.and adjusted in February 1997.
 AB9384
 AB9384.The geoid height was determined by GEOID03.
 AB9384
 AB9384.The dynamic height is computed by dividing the NAVD 88
 AB9384.geopotential number by the normal gravity value computed on the
 AB9384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9384.degrees latitude (g = 980.6199 gals.).
 AB9384
 AB9384.The modeled gravity was interpolated from observed gravity values.
 AB9384
 AB9384;                    North         East    Units  Estimated Accuracy
 AB9384;SPC CA 5     -   550,280.    1,977,870.      MT  (+/- 180 meters Scaled)
 AB9384
 AB9384                          SUPERSEDED SURVEY CONTROL
 AB9384
 AB9384.No superseded survey control is available for this station.
 AB9384
 AB9384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854576(NAD 83)
 AB9384_MARKER: DD = SURVEY DISK
 AB9384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB9384_SP_SET: CURB
 AB9384_STAMPING: 18-02389 1985 PBM
 AB9384_MARK LOGO: CA1980
 AB9384_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9384+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1995
 AB9384
 AB9384  HISTORY     - Date     Condition        Report By
 AB9384  HISTORY     - 1985     MONUMENTED       CA1980
 AB9384  HISTORY     - 19950320 GOOD             MWDSC
 AB9384
 AB9384                          STATION DESCRIPTION
 AB9384
 AB9384'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9384'LOS ANGELES,CA, AT THE INTERSECTION OF 92ND ST, ELM ST NORTH AND
 AB9384'WILMINGTON AV SOUTH, 75 FEET (22.9 M) WEST OF ELM ST AND 36 FEET (11.0
 AB9384'M) NORTH OF 92ND ST.  FOUND A CITY OF LA 1-3/8 INCH BRASS DISK STAMPED
 AB9384'18-02389 1985 PBM SET FLUSH IN TOP OF THE NORTH CURB OF 92ND ST.  REF.
 AB9384'MWD FB 2014 01 018.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3374 ***********************************************************************
 AH3374  DESIGNATION -  18 03809
 AH3374  PID         -  AH3374
 AH3374  STATE/COUNTY-  CA/LOS ANGELES
 AH3374  USGS QUAD   -  LOS ANGELES (1994)
 AH3374
 AH3374                         *CURRENT SURVEY CONTROL
 AH3374  ___________________________________________________________________
 AH3374* NAD 83(1986)-  34 00 39.     (N)    118 14 26.     (W)     SCALED    
 AH3374* NAVD 88     -        64.319  (meters)     211.02   (feet)  ADJUSTED  
 AH3374  ___________________________________________________________________
 AH3374  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AH3374  DYNAMIC HT  -          64.249 (meters)     210.79  (feet)  COMP
 AH3374  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 AH3374
 AH3374  VERT ORDER  -  FIRST     CLASS II
 AH3374
 AH3374.The horizontal coordinates were scaled from a topographic map and have
 AH3374.an estimated accuracy of +/- 6 seconds.
 AH3374
 AH3374.The orthometric height was determined by differential leveling
 AH3374.and adjusted in May 1999.
 AH3374
 AH3374.The geoid height was determined by GEOID03.
 AH3374
 AH3374.The dynamic height is computed by dividing the NAVD 88
 AH3374.geopotential number by the normal gravity value computed on the
 AH3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3374.degrees latitude (g = 980.6199 gals.).
 AH3374
 AH3374.The modeled gravity was interpolated from observed gravity values.
 AH3374
 AH3374;                    North         East    Units  Estimated Accuracy
 AH3374;SPC CA 5     -   556,690.    1,977,780.      MT  (+/- 180 meters Scaled)
 AH3374
 AH3374                          SUPERSEDED SURVEY CONTROL
 AH3374
 AH3374.No superseded survey control is available for this station.
 AH3374
 AH3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854640(NAD 83)
 AH3374_MARKER: DD = SURVEY DISK
 AH3374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3374_SP_SET: CATCH BASIN
 AH3374_STAMPING: 1981 PBM 18-03809
 AH3374_MARK LOGO: CA-037
 AH3374_PROJECTION: FLUSH
 AH3374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3374+STABILITY: SURFACE MOTION
 AH3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3374+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 AH3374
 AH3374  HISTORY     - Date     Condition        Report By
 AH3374  HISTORY     - 1981     MONUMENTED       CA-037
 AH3374  HISTORY     - 19970805 GOOD             MWDSC
 AH3374
 AH3374                          STATION DESCRIPTION
 AH3374
 AH3374'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3374'IN THE CITY OF LOS ANGELES, ON THE NE CORNER OF THE INTERSECTION OF
 AH3374'ALAMEDA ST (EAST) AND ROSS ST, 61 FT (18.6 M) NORTHERLY OF THE
 AH3374'CENTERLINE OF ROSS ST AND 15 FT (4.6 M) EASTERLY OF THE CENTERLINE OF
 AH3374'ALAMEDA ST, LOCATED ON THE SOUTHERLY END OF A 6 FT (1.8 M) X 15 FT
 AH3374'(4.6 M) CATCH BASIN, 19 FT (5.8 M) SOUTHERLY OF POWER POLE NO. 6876EV.
 AH3374'NOTE--MARK IS FLUSH ON TOP OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1682 ***********************************************************************
 JT1682  DESIGNATION -  18 1
 JT1682  PID         -  JT1682
 JT1682  STATE/COUNTY-  CA/NAPA
 JT1682  USGS QUAD   -  NAPA (1980)
 JT1682
 JT1682                         *CURRENT SURVEY CONTROL
 JT1682  ___________________________________________________________________
 JT1682* NAD 83(1986)-  38 19 16.     (N)    122 18 21.     (W)     SCALED    
 JT1682* NAVD 88     -        20.44   (+/-2cm)      67.1    (feet)  VERTCON   
 JT1682  ___________________________________________________________________
 JT1682  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1682  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1682
 JT1682.The horizontal coordinates were scaled from a topographic map and have
 JT1682.an estimated accuracy of +/- 6 seconds.
 JT1682
 JT1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1682.The vertical order pertains to the NGVD 29 superseded value.
 JT1682
 JT1682.The geoid height was determined by GEOID03.
 JT1682
 JT1682;                    North         East    Units  Estimated Accuracy
 JT1682;SPC CA 2     -   572,690.    1,973,260.      MT  (+/- 180 meters Scaled)
 JT1682
 JT1682                          SUPERSEDED SURVEY CONTROL
 JT1682
 JT1682  NGVD 29 (??/??/92)   19.66   (m)           64.5    (f) COMPUTED    1 1
 JT1682
 JT1682.Superseded values are not recommended for survey control.
 JT1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1682.See file dsdata.txt to determine how the superseded data were derived.
 JT1682
 JT1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606416(NAD 83)
 JT1682_MARKER: DD = SURVEY DISK
 JT1682_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1682+WITH SETTING: PAVEMENT
 JT1682_SP_SET: SIGN BASE
 JT1682_STAMPING: 18 1 C OF N
 JT1682_MARK LOGO: CA2330
 JT1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1682+STABILITY: SURFACE MOTION
 JT1682
 JT1682  HISTORY     - Date     Condition        Report By
 JT1682  HISTORY     - 1971     MONUMENTED       CA2330
 JT1682
 JT1682                          STATION DESCRIPTION
 JT1682
 JT1682'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1682'ALONG TRANCAS STREET, 100 FT (30.5 M) EAST ON CALIFORNIA BLVD., IN
 JT1682'BELAIRE PLAZA SIGN BASE A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1689 ***********************************************************************
 DY1689  DESIGNATION -  18 10990 C OF LA
 DY1689  PID         -  DY1689
 DY1689  STATE/COUNTY-  CA/LOS ANGELES
 DY1689  USGS QUAD   -  INGLEWOOD (1981)
 DY1689
 DY1689                         *CURRENT SURVEY CONTROL
 DY1689  ___________________________________________________________________
 DY1689* NAD 83(1986)-  33 59 08.     (N)    118 19 51.     (W)     SCALED    
 DY1689* NAVD 88     -        52.40   (+/-2cm)     171.9    (feet)  VERTCON   
 DY1689  ___________________________________________________________________
 DY1689  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY1689  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1689
 DY1689.The horizontal coordinates were scaled from a topographic map and have
 DY1689.an estimated accuracy of +/- 6 seconds.
 DY1689
 DY1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1689.The vertical order pertains to the NGVD 29 superseded value.
 DY1689
 DY1689.The geoid height was determined by GEOID03.
 DY1689
 DY1689;                    North         East    Units  Estimated Accuracy
 DY1689;SPC CA 5     -   553,910.    1,969,430.      MT  (+/- 180 meters Scaled)
 DY1689
 DY1689                          SUPERSEDED SURVEY CONTROL
 DY1689
 DY1689  NGVD 29 (??/??/92)   51.63   (m)          169.4    (f) COMPUTED    1 1
 DY1689
 DY1689.Superseded values are not recommended for survey control.
 DY1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1689.See file dsdata.txt to determine how the superseded data were derived.
 DY1689
 DY1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770613(NAD 83)
 DY1689_MARKER: S = SPIKE
 DY1689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1689_SP_SET: CURB
 DY1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1689
 DY1689  HISTORY     - Date     Condition        Report By
 DY1689  HISTORY     - UNK      MONUMENTED       CA1980
 DY1689  HISTORY     - 1969     GOOD             CA1980
 DY1689
 DY1689                          STATION DESCRIPTION
 DY1689
 DY1689'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1689'AT LOS ANGELES.
 DY1689'WIRE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 8.5
 DY1689'FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF 60TH STREET,
 DY1689'1 FOOT NORTH OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1690 ***********************************************************************
 DY1690  DESIGNATION -  18 11010 C OF LA
 DY1690  PID         -  DY1690
 DY1690  STATE/COUNTY-  CA/LOS ANGELES
 DY1690  USGS QUAD   -  INGLEWOOD (1981)
 DY1690
 DY1690                         *CURRENT SURVEY CONTROL
 DY1690  ___________________________________________________________________
 DY1690* NAD 83(1986)-  33 59 14.     (N)    118 19 51.     (W)     SCALED    
 DY1690* NAVD 88     -        53.54   (+/-2cm)     175.7    (feet)  VERTCON   
 DY1690  ___________________________________________________________________
 DY1690  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY1690  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1690
 DY1690.The horizontal coordinates were scaled from a topographic map and have
 DY1690.an estimated accuracy of +/- 6 seconds.
 DY1690
 DY1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1690.The vertical order pertains to the NGVD 29 superseded value.
 DY1690
 DY1690.The geoid height was determined by GEOID03.
 DY1690
 DY1690;                    North         East    Units  Estimated Accuracy
 DY1690;SPC CA 5     -   554,100.    1,969,430.      MT  (+/- 180 meters Scaled)
 DY1690
 DY1690                          SUPERSEDED SURVEY CONTROL
 DY1690
 DY1690  NGVD 29 (??/??/92)   52.78   (m)          173.2    (f) COMPUTED    1 1
 DY1690
 DY1690.Superseded values are not recommended for survey control.
 DY1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1690.See file dsdata.txt to determine how the superseded data were derived.
 DY1690
 DY1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770615(NAD 83)
 DY1690_MARKER: S = SPIKE
 DY1690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1690_SP_SET: CURB
 DY1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1690
 DY1690  HISTORY     - Date     Condition        Report By
 DY1690  HISTORY     - UNK      MONUMENTED       CA1980
 DY1690  HISTORY     - 1969     GOOD             CA1980
 DY1690
 DY1690                          STATION DESCRIPTION
 DY1690
 DY1690'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1690'AT LOS ANGELES.
 DY1690'CUT SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 17
 DY1690'FEET NORTH OF NORTH PROPERTY LINE OF 59TH STREET, NORTH END
 DY1690'OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1692 ***********************************************************************
 DY1692  DESIGNATION -  18 11050 C OF LA
 DY1692  PID         -  DY1692
 DY1692  STATE/COUNTY-  CA/LOS ANGELES
 DY1692  USGS QUAD   -  INGLEWOOD (1981)
 DY1692
 DY1692                         *CURRENT SURVEY CONTROL
 DY1692  ___________________________________________________________________
 DY1692* NAD 83(1986)-  33 59 20.     (N)    118 19 52.     (W)     SCALED    
 DY1692* NAVD 88     -        54.59   (+/-2cm)     179.1    (feet)  VERTCON   
 DY1692  ___________________________________________________________________
 DY1692  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY1692  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1692
 DY1692.The horizontal coordinates were scaled from a topographic map and have
 DY1692.an estimated accuracy of +/- 6 seconds.
 DY1692
 DY1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1692.The vertical order pertains to the NGVD 29 superseded value.
 DY1692
 DY1692.The geoid height was determined by GEOID03.
 DY1692
 DY1692;                    North         East    Units  Estimated Accuracy
 DY1692;SPC CA 5     -   554,280.    1,969,410.      MT  (+/- 180 meters Scaled)
 DY1692
 DY1692                          SUPERSEDED SURVEY CONTROL
 DY1692
 DY1692  NGVD 29 (??/??/92)   53.83   (m)          176.6    (f) COMPUTED    1 1
 DY1692
 DY1692.Superseded values are not recommended for survey control.
 DY1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1692.See file dsdata.txt to determine how the superseded data were derived.
 DY1692
 DY1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770617(NAD 83)
 DY1692_MARKER: S = SPIKE
 DY1692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1692_SP_SET: CURB
 DY1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1692
 DY1692  HISTORY     - Date     Condition        Report By
 DY1692  HISTORY     - UNK      MONUMENTED       CA1980
 DY1692  HISTORY     - 1969     GOOD             CA1980
 DY1692
 DY1692                          STATION DESCRIPTION
 DY1692
 DY1692'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1692'AT LOS ANGELES.
 DY1692'CUT SPIKE IN TOP OF THE SOUTH CURB OF SLAUSON AVENUE, 10.5
 DY1692'FEET WEST OF WEST PROPERTY LINE OF CRENSHAW BOULEVARD, EAST
 DY1692'END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1694 ***********************************************************************
 DY1694  DESIGNATION -  18 11062 C OF LA
 DY1694  PID         -  DY1694
 DY1694  STATE/COUNTY-  CA/LOS ANGELES
 DY1694  USGS QUAD   -  INGLEWOOD (1981)
 DY1694
 DY1694                         *CURRENT SURVEY CONTROL
 DY1694  ___________________________________________________________________
 DY1694* NAD 83(1986)-  33 59 26.     (N)    118 19 52.     (W)     SCALED    
 DY1694* NAVD 88     -        55.64   (+/-2cm)     182.5    (feet)  VERTCON   
 DY1694  ___________________________________________________________________
 DY1694  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY1694  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1694
 DY1694.The horizontal coordinates were scaled from a topographic map and have
 DY1694.an estimated accuracy of +/- 6 seconds.
 DY1694
 DY1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1694.The vertical order pertains to the NGVD 29 superseded value.
 DY1694
 DY1694.The geoid height was determined by GEOID03.
 DY1694
 DY1694;                    North         East    Units  Estimated Accuracy
 DY1694;SPC CA 5     -   554,470.    1,969,410.      MT  (+/- 180 meters Scaled)
 DY1694
 DY1694                          SUPERSEDED SURVEY CONTROL
 DY1694
 DY1694  NGVD 29 (??/??/92)   54.87   (m)          180.0    (f) COMPUTED    1 1
 DY1694
 DY1694.Superseded values are not recommended for survey control.
 DY1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1694.See file dsdata.txt to determine how the superseded data were derived.
 DY1694
 DY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770619(NAD 83)
 DY1694_MARKER: S = SPIKE
 DY1694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1694_SP_SET: CURB
 DY1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1694
 DY1694  HISTORY     - Date     Condition        Report By
 DY1694  HISTORY     - UNK      MONUMENTED       CA1980
 DY1694  HISTORY     - 1969     GOOD             CA1980
 DY1694
 DY1694                          STATION DESCRIPTION
 DY1694
 DY1694'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1694'AT LOS ANGELES.
 DY1694'SQUARE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 38
 DY1694'FEET NORTH OF NORTH CURB LINE OF 57TH STREET, NORTH END OF CATCH
 DY1694'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1695 ***********************************************************************
 DY1695  DESIGNATION -  18 11070 C OF LA
 DY1695  PID         -  DY1695
 DY1695  STATE/COUNTY-  CA/LOS ANGELES
 DY1695  USGS QUAD   -  INGLEWOOD (1981)
 DY1695
 DY1695                         *CURRENT SURVEY CONTROL
 DY1695  ___________________________________________________________________
 DY1695* NAD 83(1986)-  33 59 35.     (N)    118 19 52.     (W)     SCALED    
 DY1695* NAVD 88     -        56.33   (+/-2cm)     184.8    (feet)  VERTCON   
 DY1695  ___________________________________________________________________
 DY1695  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DY1695  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1695
 DY1695.The horizontal coordinates were scaled from a topographic map and have
 DY1695.an estimated accuracy of +/- 6 seconds.
 DY1695
 DY1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1695.The vertical order pertains to the NGVD 29 superseded value.
 DY1695
 DY1695.The geoid height was determined by GEOID03.
 DY1695
 DY1695;                    North         East    Units  Estimated Accuracy
 DY1695;SPC CA 5     -   554,740.    1,969,410.      MT  (+/- 180 meters Scaled)
 DY1695
 DY1695                          SUPERSEDED SURVEY CONTROL
 DY1695
 DY1695  NGVD 29 (??/??/92)   55.57   (m)          182.3    (f) COMPUTED    1 1
 DY1695
 DY1695.Superseded values are not recommended for survey control.
 DY1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1695.See file dsdata.txt to determine how the superseded data were derived.
 DY1695
 DY1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770621(NAD 83)
 DY1695_MARKER: S = SPIKE
 DY1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1695_SP_SET: CATCH BASIN
 DY1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1695
 DY1695  HISTORY     - Date     Condition        Report By
 DY1695  HISTORY     - UNK      MONUMENTED       CA1980
 DY1695  HISTORY     - 1969     GOOD             CA1980
 DY1695
 DY1695                          STATION DESCRIPTION
 DY1695
 DY1695'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1695'AT LOS ANGELES.
 DY1695'CUT SPIKE IN TOP OF EAST END OF CATCH BASIN, 1 FOOT SOUTH
 DY1695'OF SOUTH CURB LINE OF 54TH STREET, 32 FEET WEST OF WEST
 DY1695'PROPERTY LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1341 ***********************************************************************
 DY1341  DESIGNATION -  18 11110 C OF LA
 DY1341  PID         -  DY1341
 DY1341  STATE/COUNTY-  CA/LOS ANGELES
 DY1341  USGS QUAD   -  INGLEWOOD (1981)
 DY1341
 DY1341                         *CURRENT SURVEY CONTROL
 DY1341  ___________________________________________________________________
 DY1341* NAD 83(1986)-  33 59 43.     (N)    118 19 43.     (W)     SCALED    
 DY1341* NAVD 88     -        55.28   (+/-2cm)     181.4    (feet)  VERTCON   
 DY1341  ___________________________________________________________________
 DY1341  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 DY1341  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1341
 DY1341.The horizontal coordinates were scaled from a topographic map and have
 DY1341.an estimated accuracy of +/- 6 seconds.
 DY1341
 DY1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1341.The vertical order pertains to the NGVD 29 superseded value.
 DY1341
 DY1341.The geoid height was determined by GEOID03.
 DY1341
 DY1341;                    North         East    Units  Estimated Accuracy
 DY1341;SPC CA 5     -   554,990.    1,969,640.      MT  (+/- 180 meters Scaled)
 DY1341
 DY1341                          SUPERSEDED SURVEY CONTROL
 DY1341
 DY1341  NGVD 29 (??/??/92)   54.51   (m)          178.8    (f) COMPUTED    1 1
 DY1341
 DY1341.Superseded values are not recommended for survey control.
 DY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1341.See file dsdata.txt to determine how the superseded data were derived.
 DY1341
 DY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT772624(NAD 83)
 DY1341_MARKER: S = SPIKE
 DY1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1341_SP_SET: CATCH BASIN
 DY1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1341
 DY1341  HISTORY     - Date     Condition        Report By
 DY1341  HISTORY     - UNK      MONUMENTED       CA1980
 DY1341  HISTORY     - 1969     GOOD             CA1980
 DY1341
 DY1341                          STATION DESCRIPTION
 DY1341
 DY1341'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1341'AT LOS ANGELES.
 DY1341'CUT SPIKE IN SOUTHWEST CORNER OF CATCH BASIN, 4 FEET WEST OF
 DY1341'WEST CURB LINE CRENSHAW BOULEVARD, 36 FEET SOUTH OF SOUTH
 DY1341'CURB LINE OF 52ND STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1701 ***********************************************************************
 DY1701  DESIGNATION -  18 11120 C OF LA
 DY1701  PID         -  DY1701
 DY1701  STATE/COUNTY-  CA/LOS ANGELES
 DY1701  USGS QUAD   -  INGLEWOOD (1981)
 DY1701
 DY1701                         *CURRENT SURVEY CONTROL
 DY1701  ___________________________________________________________________
 DY1701* NAD 83(1986)-  33 59 53.     (N)    118 19 52.     (W)     SCALED    
 DY1701* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 DY1701  ___________________________________________________________________
 DY1701  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY1701  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1701
 DY1701.The horizontal coordinates were scaled from a topographic map and have
 DY1701.an estimated accuracy of +/- 6 seconds.
 DY1701
 DY1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1701.The vertical order pertains to the NGVD 29 superseded value.
 DY1701
 DY1701.The geoid height was determined by GEOID03.
 DY1701
 DY1701;                    North         East    Units  Estimated Accuracy
 DY1701;SPC CA 5     -   555,300.    1,969,410.      MT  (+/- 180 meters Scaled)
 DY1701
 DY1701                          SUPERSEDED SURVEY CONTROL
 DY1701
 DY1701  NGVD 29 (??/??/92)   49.17   (m)          161.3    (f) COMPUTED    1 1
 DY1701
 DY1701.Superseded values are not recommended for survey control.
 DY1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1701.See file dsdata.txt to determine how the superseded data were derived.
 DY1701
 DY1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770627(NAD 83)
 DY1701_MARKER: S = SPIKE
 DY1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1701_SP_SET: CURB
 DY1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1701
 DY1701  HISTORY     - Date     Condition        Report By
 DY1701  HISTORY     - UNK      MONUMENTED       CA1980
 DY1701  HISTORY     - 1969     GOOD             CA1980
 DY1701
 DY1701                          STATION DESCRIPTION
 DY1701
 DY1701'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1701'AT LOS ANGELES.
 DY1701'WIRE SPIKE IN TOP OF THE SOUTH CURB OF WESTMOUNT AVENUE, 4 FEET
 DY1701'WEST OF THE BEGINNING OF CURB RETURN WEST OF WEST SERVICE
 DY1701'ROAD OF CRENSHAW BOULEVARD, EAST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1206 ***********************************************************************
 EW1206  DESIGNATION -  18 11145 C OF LA
 EW1206  PID         -  EW1206
 EW1206  STATE/COUNTY-  CA/LOS ANGELES
 EW1206  USGS QUAD   -  HOLLYWOOD (1994)
 EW1206
 EW1206                         *CURRENT SURVEY CONTROL
 EW1206  ___________________________________________________________________
 EW1206* NAD 83(1986)-  34 00 08.     (N)    118 19 52.     (W)     SCALED    
 EW1206* NAVD 88     -        42.12   (+/-2cm)     138.2    (feet)  VERTCON   
 EW1206  ___________________________________________________________________
 EW1206  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 EW1206  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1206
 EW1206.The horizontal coordinates were scaled from a topographic map and have
 EW1206.an estimated accuracy of +/- 6 seconds.
 EW1206
 EW1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1206.The vertical order pertains to the NGVD 29 superseded value.
 EW1206
 EW1206.The geoid height was determined by GEOID03.
 EW1206
 EW1206;                    North         East    Units  Estimated Accuracy
 EW1206;SPC CA 5     -   555,760.    1,969,410.      MT  (+/- 180 meters Scaled)
 EW1206
 EW1206                          SUPERSEDED SURVEY CONTROL
 EW1206
 EW1206  NGVD 29 (??/??/92)   41.346  (m)          135.65   (f) ADJ UNCH    1 1
 EW1206
 EW1206.Superseded values are not recommended for survey control.
 EW1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1206.See file dsdata.txt to determine how the superseded data were derived.
 EW1206
 EW1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770632(NAD 83)
 EW1206_MARKER: S = SPIKE
 EW1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1206_SP_SET: CURB
 EW1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1206
 EW1206  HISTORY     - Date     Condition        Report By
 EW1206  HISTORY     - UNK      MONUMENTED       CA1980
 EW1206  HISTORY     - 1969     GOOD             CA1980
 EW1206
 EW1206                          STATION DESCRIPTION
 EW1206
 EW1206'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1206'AT LOS ANGELES.
 EW1206'WIRE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 3.3
 EW1206'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF BRYNHURST
 EW1206'AVENUE, NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1207 ***********************************************************************
 EW1207  DESIGNATION -  18 11150 C OF LA
 EW1207  PID         -  EW1207
 EW1207  STATE/COUNTY-  CA/LOS ANGELES
 EW1207  USGS QUAD   -  HOLLYWOOD (1994)
 EW1207
 EW1207                         *CURRENT SURVEY CONTROL
 EW1207  ___________________________________________________________________
 EW1207* NAD 83(1986)-  34 00 14.     (N)    118 19 55.     (W)     SCALED    
 EW1207* NAVD 88     -        41.64   (+/-2cm)     136.6    (feet)  VERTCON   
 EW1207  ___________________________________________________________________
 EW1207  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 EW1207  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1207
 EW1207.The horizontal coordinates were scaled from a topographic map and have
 EW1207.an estimated accuracy of +/- 6 seconds.
 EW1207
 EW1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1207.The vertical order pertains to the NGVD 29 superseded value.
 EW1207
 EW1207.The geoid height was determined by GEOID03.
 EW1207
 EW1207;                    North         East    Units  Estimated Accuracy
 EW1207;SPC CA 5     -   555,950.    1,969,340.      MT  (+/- 180 meters Scaled)
 EW1207
 EW1207                          SUPERSEDED SURVEY CONTROL
 EW1207
 EW1207  NGVD 29 (??/??/92)   40.867  (m)          134.08   (f) ADJ UNCH    1 1
 EW1207
 EW1207.Superseded values are not recommended for survey control.
 EW1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1207.See file dsdata.txt to determine how the superseded data were derived.
 EW1207
 EW1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT769633(NAD 83)
 EW1207_MARKER: S = SPIKE
 EW1207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1207_SP_SET: CURB
 EW1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1207
 EW1207  HISTORY     - Date     Condition        Report By
 EW1207  HISTORY     - UNK      MONUMENTED       CA1980
 EW1207  HISTORY     - 1969     GOOD             CA1980
 EW1207
 EW1207                          STATION DESCRIPTION
 EW1207
 EW1207'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1207'AT LOS ANGELES.
 EW1207'WIRE SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 29
 EW1207'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF VERNON
 EW1207'AVENUE, SOUTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1209 ***********************************************************************
 EW1209  DESIGNATION -  18 11170 C OF LA
 EW1209  PID         -  EW1209
 EW1209  STATE/COUNTY-  CA/LOS ANGELES
 EW1209  USGS QUAD   -  HOLLYWOOD (1994)
 EW1209
 EW1209                         *CURRENT SURVEY CONTROL
 EW1209  ___________________________________________________________________
 EW1209* NAD 83(1986)-  34 00 19.     (N)    118 20 01.     (W)     SCALED    
 EW1209* NAVD 88     -        40.15   (+/-2cm)     131.7    (feet)  VERTCON   
 EW1209  ___________________________________________________________________
 EW1209  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW1209  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1209
 EW1209.The horizontal coordinates were scaled from a topographic map and have
 EW1209.an estimated accuracy of +/- 6 seconds.
 EW1209
 EW1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1209.The vertical order pertains to the NGVD 29 superseded value.
 EW1209
 EW1209.The geoid height was determined by GEOID03.
 EW1209
 EW1209;                    North         East    Units  Estimated Accuracy
 EW1209;SPC CA 5     -   556,100.    1,969,180.      MT  (+/- 180 meters Scaled)
 EW1209
 EW1209                          SUPERSEDED SURVEY CONTROL
 EW1209
 EW1209  NGVD 29 (??/??/92)   39.383  (m)          129.21   (f) ADJ UNCH    1 1
 EW1209
 EW1209.Superseded values are not recommended for survey control.
 EW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1209.See file dsdata.txt to determine how the superseded data were derived.
 EW1209
 EW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768635(NAD 83)
 EW1209_MARKER: S = SPIKE
 EW1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1209_SP_SET: CURB
 EW1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1209
 EW1209  HISTORY     - Date     Condition        Report By
 EW1209  HISTORY     - UNK      MONUMENTED       CA1980
 EW1209  HISTORY     - 1969     GOOD             CA1980
 EW1209
 EW1209                          STATION DESCRIPTION
 EW1209
 EW1209'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1209'AT LOS ANGELES.
 EW1209'CUT SPIKE IN TOP OF THE EAST CURB OF CRENSHAW BOULEVARD, 7.7
 EW1209'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF 43RD STREET,
 EW1209'NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1212 ***********************************************************************
 EW1212  DESIGNATION -  18 11210 C OF LA
 EW1212  PID         -  EW1212
 EW1212  STATE/COUNTY-  CA/LOS ANGELES
 EW1212  USGS QUAD   -  HOLLYWOOD (1994)
 EW1212
 EW1212                         *CURRENT SURVEY CONTROL
 EW1212  ___________________________________________________________________
 EW1212* NAD 83(1986)-  34 00 30.     (N)    118 20 06.     (W)     SCALED    
 EW1212* NAVD 88     -        40.35   (+/-2cm)     132.4    (feet)  VERTCON   
 EW1212  ___________________________________________________________________
 EW1212  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EW1212  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1212
 EW1212.The horizontal coordinates were scaled from a topographic map and have
 EW1212.an estimated accuracy of +/- 6 seconds.
 EW1212
 EW1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1212.The vertical order pertains to the NGVD 29 superseded value.
 EW1212
 EW1212.The geoid height was determined by GEOID03.
 EW1212
 EW1212;                    North         East    Units  Estimated Accuracy
 EW1212;SPC CA 5     -   556,440.    1,969,050.      MT  (+/- 180 meters Scaled)
 EW1212
 EW1212                          SUPERSEDED SURVEY CONTROL
 EW1212
 EW1212  NGVD 29 (??/??/92)   39.584  (m)          129.87   (f) ADJ UNCH    1 1
 EW1212
 EW1212.Superseded values are not recommended for survey control.
 EW1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1212.See file dsdata.txt to determine how the superseded data were derived.
 EW1212
 EW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767638(NAD 83)
 EW1212_MARKER: S = SPIKE
 EW1212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1212_SP_SET: CURB
 EW1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1212
 EW1212  HISTORY     - Date     Condition        Report By
 EW1212  HISTORY     - UNK      MONUMENTED       CA1980
 EW1212  HISTORY     - 1969     GOOD             CA1980
 EW1212
 EW1212                          STATION DESCRIPTION
 EW1212
 EW1212'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1212'AT LOS ANGELES.
 EW1212'CUT SPIKE IN TOP OF THE EAST CURB OF CRENSHAW BOULEVARD, 34.3
 EW1212'FEET SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF STOCKER
 EW1212'STREET, NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1211 ***********************************************************************
 EW1211  DESIGNATION -  18 11230 C OF LA
 EW1211  PID         -  EW1211
 EW1211  STATE/COUNTY-  CA/LOS ANGELES
 EW1211  USGS QUAD   -  HOLLYWOOD (1994)
 EW1211
 EW1211                         *CURRENT SURVEY CONTROL
 EW1211  ___________________________________________________________________
 EW1211* NAD 83(1986)-  34 00 37.     (N)    118 20 07.     (W)     SCALED    
 EW1211* NAVD 88     -        35.98   (+/-2cm)     118.0    (feet)  VERTCON   
 EW1211  ___________________________________________________________________
 EW1211  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 EW1211  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1211
 EW1211.The horizontal coordinates were scaled from a topographic map and have
 EW1211.an estimated accuracy of +/- 6 seconds.
 EW1211
 EW1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1211.The vertical order pertains to the NGVD 29 superseded value.
 EW1211
 EW1211.The geoid height was determined by GEOID03.
 EW1211
 EW1211;                    North         East    Units  Estimated Accuracy
 EW1211;SPC CA 5     -   556,660.    1,969,030.      MT  (+/- 180 meters Scaled)
 EW1211
 EW1211                          SUPERSEDED SURVEY CONTROL
 EW1211
 EW1211  NGVD 29 (??/??/92)   35.211  (m)          115.52   (f) ADJ UNCH    1 1
 EW1211
 EW1211.Superseded values are not recommended for survey control.
 EW1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1211.See file dsdata.txt to determine how the superseded data were derived.
 EW1211
 EW1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767640(NAD 83)
 EW1211_MARKER: DD = SURVEY DISK
 EW1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1211_SP_SET: WALK
 EW1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1211
 EW1211  HISTORY     - Date     Condition        Report By
 EW1211  HISTORY     - UNK      MONUMENTED       CA1980
 EW1211  HISTORY     - 1969     GOOD             CA1980
 EW1211
 EW1211                          STATION DESCRIPTION
 EW1211
 EW1211'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1211'AT LOS ANGELES.
 EW1211'STANDARD SURVEY MONUMENT IN WALK, UNDER STANDARD MONUMENT COVER,
 EW1211'93 FEET WEST OF THE CENTER LINE OF CRENSHAW BOULEVARD AND 71
 EW1211'FEET SOUTH OF THE CENTER LINE OF SANTA BARBARA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1214 ***********************************************************************
 EW1214  DESIGNATION -  18 11250 C OF LA
 EW1214  PID         -  EW1214
 EW1214  STATE/COUNTY-  CA/LOS ANGELES
 EW1214  USGS QUAD   -  HOLLYWOOD (1994)
 EW1214
 EW1214                         *CURRENT SURVEY CONTROL
 EW1214  ___________________________________________________________________
 EW1214* NAD 83(1986)-  34 00 38.     (N)    118 20 05.     (W)     SCALED    
 EW1214* NAVD 88     -        36.02   (+/-2cm)     118.2    (feet)  VERTCON   
 EW1214  ___________________________________________________________________
 EW1214  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EW1214  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1214
 EW1214.The horizontal coordinates were scaled from a topographic map and have
 EW1214.an estimated accuracy of +/- 6 seconds.
 EW1214
 EW1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1214.The vertical order pertains to the NGVD 29 superseded value.
 EW1214
 EW1214.The geoid height was determined by GEOID03.
 EW1214
 EW1214;                    North         East    Units  Estimated Accuracy
 EW1214;SPC CA 5     -   556,690.    1,969,080.      MT  (+/- 180 meters Scaled)
 EW1214
 EW1214                          SUPERSEDED SURVEY CONTROL
 EW1214
 EW1214  NGVD 29 (??/??/92)   35.247  (m)          115.64   (f) ADJ UNCH    1 1
 EW1214
 EW1214.Superseded values are not recommended for survey control.
 EW1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1214.See file dsdata.txt to determine how the superseded data were derived.
 EW1214
 EW1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767641(NAD 83)
 EW1214_MARKER: S = SPIKE
 EW1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1214_SP_SET: CATCH BASIN
 EW1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1214
 EW1214  HISTORY     - Date     Condition        Report By
 EW1214  HISTORY     - UNK      MONUMENTED       CA1980
 EW1214  HISTORY     - 1969     GOOD             CA1980
 EW1214
 EW1214                          STATION DESCRIPTION
 EW1214
 EW1214'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1214'AT LOS ANGELES.
 EW1214'WIRE SPIKE IN THE SOUTHWEST CORNER OF CATCH BASIN, 5.5 FEET
 EW1214'SOUTH OF THE SOUTH CURB LINE OF SANTA BARBARA AVENUE, 52 FEET
 EW1214'EAST OF THE EAST CURB LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1759 ***********************************************************************
 AE1759  DESIGNATION -  18 12329
 AE1759  PID         -  AE1759
 AE1759  STATE/COUNTY-  CA/LOS ANGELES
 AE1759  USGS QUAD   -  INGLEWOOD (1981)
 AE1759
 AE1759                         *CURRENT SURVEY CONTROL
 AE1759  ___________________________________________________________________
 AE1759* NAD 83(1986)-  33 55 51.     (N)    118 19 07.     (W)     SCALED    
 AE1759* NAVD 88     -        36.859  (meters)     120.93   (feet)  ADJUSTED  
 AE1759  ___________________________________________________________________
 AE1759  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 AE1759  DYNAMIC HT  -          36.819 (meters)     120.80  (feet)  COMP
 AE1759  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 AE1759
 AE1759  VERT ORDER  -  FIRST     CLASS II
 AE1759
 AE1759.The horizontal coordinates were scaled from a topographic map and have
 AE1759.an estimated accuracy of +/- 6 seconds.
 AE1759
 AE1759.The orthometric height was determined by differential leveling
 AE1759.and adjusted in October 1997.
 AE1759
 AE1759.The geoid height was determined by GEOID03.
 AE1759
 AE1759.The dynamic height is computed by dividing the NAVD 88
 AE1759.geopotential number by the normal gravity value computed on the
 AE1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1759.degrees latitude (g = 980.6199 gals.).
 AE1759
 AE1759.The modeled gravity was interpolated from observed gravity values.
 AE1759
 AE1759;                    North         East    Units  Estimated Accuracy
 AE1759;SPC CA 5     -   547,840.    1,970,540.      MT  (+/- 180 meters Scaled)
 AE1759
 AE1759                          SUPERSEDED SURVEY CONTROL
 AE1759
 AE1759.No superseded survey control is available for this station.
 AE1759
 AE1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT781552(NAD 83)
 AE1759_MARKER: DB = BENCH MARK DISK
 AE1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1759_SP_SET: CATCH BASIN
 AE1759_STAMPING: 1969 PBM 18-12329
 AE1759_MARK LOGO: CA1980
 AE1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1759+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AE1759
 AE1759  HISTORY     - Date     Condition        Report By
 AE1759  HISTORY     - 1969     MONUMENTED       CA1980
 AE1759  HISTORY     - 19960105 GOOD             MWDSC
 AE1759
 AE1759                          STATION DESCRIPTION
 AE1759
 AE1759'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1759'LOS ANGELES, CA GO WEST ON 105 FWY AND EXIT AT CRENSHAW BLVD.  TURN
 AE1759'RIGHT AND GO NORTH ON CRENSHAW BLVD 0.4 MI (0.6 KM) TO IMPERIAL HWY.
 AE1759'TURN RIGHT AND GO EAST ON IMPERIAL HWY 0.5 MI (0.8 KM) TO INTERSECTION
 AE1759'WITH VAN NESS AVE.  THE MONUMENT IS AT THE SOUTHEAST CORNER OF SAID
 AE1759'INTERSECTION, 42 FT (12.8 M) SOUTH OF C/L IMPERIAL HWY, 16 FT (4.9 M)
 AE1759'EAST OF PP (NO NUMBER) .  FOUND A 1.5 INCH BCM STAMPED CITY OF LA
 AE1759'SURVEY 1969 PBM 18-12329 FLUSH AT THE SOUTHEAST CORNER OF A 4 FT (1.2
 AE1759'M) BY 15 FT (4.6 M) CATCH BASIN.  REF MWD FB 4034 02 003.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1665 ***********************************************************************
 DY1665  DESIGNATION -  18 12369 C OF LA
 DY1665  PID         -  DY1665
 DY1665  STATE/COUNTY-  CA/LOS ANGELES
 DY1665  USGS QUAD   -  INGLEWOOD (1981)
 DY1665
 DY1665                         *CURRENT SURVEY CONTROL
 DY1665  ___________________________________________________________________
 DY1665* NAD 83(1986)-  33 55 52.     (N)    118 19 34.     (W)     SCALED    
 DY1665* NAVD 88     -        24.23   (+/-2cm)      79.5    (feet)  VERTCON   
 DY1665  ___________________________________________________________________
 DY1665  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1665  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1665
 DY1665.The horizontal coordinates were scaled from a topographic map and have
 DY1665.an estimated accuracy of +/- 6 seconds.
 DY1665
 DY1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1665.The vertical order pertains to the NGVD 29 superseded value.
 DY1665
 DY1665.The geoid height was determined by GEOID03.
 DY1665
 DY1665;                    North         East    Units  Estimated Accuracy
 DY1665;SPC CA 5     -   547,870.    1,969,850.      MT  (+/- 180 meters Scaled)
 DY1665
 DY1665                          SUPERSEDED SURVEY CONTROL
 DY1665
 DY1665  NGVD 29 (??/??/92)   23.486  (m)           77.05   (f) ADJ UNCH    1 1
 DY1665
 DY1665.Superseded values are not recommended for survey control.
 DY1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1665.See file dsdata.txt to determine how the superseded data were derived.
 DY1665
 DY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT774553(NAD 83)
 DY1665_MARKER: S = SPIKE
 DY1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1665_SP_SET: CURB
 DY1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1665
 DY1665  HISTORY     - Date     Condition        Report By
 DY1665  HISTORY     - UNK      MONUMENTED       CA1980
 DY1665  HISTORY     - 1968     GOOD             CA1980
 DY1665
 DY1665                          STATION DESCRIPTION
 DY1665
 DY1665'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1665'AT INGLEWOOD.
 DY1665'SPIKE IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD, 6.4 FEET
 DY1665'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF IMPERIAL HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1662 ***********************************************************************
 DY1662  DESIGNATION -  18 17100 C OF LA
 DY1662  PID         -  DY1662
 DY1662  STATE/COUNTY-  CA/LOS ANGELES
 DY1662  USGS QUAD   -  INGLEWOOD (1981)
 DY1662
 DY1662                         *CURRENT SURVEY CONTROL
 DY1662  ___________________________________________________________________
 DY1662* NAD 83(1986)-  33 55 10.     (N)    118 19 34.     (W)     SCALED    
 DY1662* NAVD 88     -        16.83   (+/-2cm)      55.2    (feet)  VERTCON   
 DY1662  ___________________________________________________________________
 DY1662  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1662  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1662
 DY1662.The horizontal coordinates were scaled from a topographic map and have
 DY1662.an estimated accuracy of +/- 6 seconds.
 DY1662
 DY1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1662.The vertical order pertains to the NGVD 29 superseded value.
 DY1662
 DY1662.The geoid height was determined by GEOID03.
 DY1662
 DY1662;                    North         East    Units  Estimated Accuracy
 DY1662;SPC CA 5     -   546,580.    1,969,840.      MT  (+/- 180 meters Scaled)
 DY1662
 DY1662                          SUPERSEDED SURVEY CONTROL
 DY1662
 DY1662  NGVD 29 (??/??/92)   16.089  (m)           52.79   (f) ADJ UNCH    1 1
 DY1662
 DY1662.Superseded values are not recommended for survey control.
 DY1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1662.See file dsdata.txt to determine how the superseded data were derived.
 DY1662
 DY1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT774540(NAD 83)
 DY1662_MARKER: N = NAIL
 DY1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1662_SP_SET: CURB
 DY1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1662
 DY1662  HISTORY     - Date     Condition        Report By
 DY1662  HISTORY     - UNK      MONUMENTED       CA1980
 DY1662  HISTORY     - 1968     GOOD             CA1980
 DY1662
 DY1662                          STATION DESCRIPTION
 DY1662
 DY1662'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1662'AT HAWTHORNE.
 DY1662'GALVANIZED NAIL IN LEAD AT WEST CURB OF CRENSHAW BOULEVARD,
 DY1662'27.4 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF
 DY1662'BROADWAY, IN THE TOP OF A CATCH BASIN AT THE NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2116 ***********************************************************************
 FU2116  DESIGNATION -  18 19 1/4 S SOCO
 FU2116  PID         -  FU2116
 FU2116  STATE/COUNTY-  CA/KERN
 FU2116  USGS QUAD   -  TAFT (1973)
 FU2116
 FU2116                         *CURRENT SURVEY CONTROL
 FU2116  ___________________________________________________________________
 FU2116* NAD 83(1986)-  35 08 15.     (N)    119 26 18.     (W)     SCALED    
 FU2116* NAVD 88     -       251.11   (+/-2cm)     823.9    (feet)  VERTCON   
 FU2116  ___________________________________________________________________
 FU2116  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 FU2116  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2116
 FU2116.The horizontal coordinates were scaled from a topographic map and have
 FU2116.an estimated accuracy of +/- 6 seconds.
 FU2116
 FU2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2116.The vertical order pertains to the NGVD 29 superseded value.
 FU2116
 FU2116.The geoid height was determined by GEOID03.
 FU2116
 FU2116;                    North         East    Units  Estimated Accuracy
 FU2116;SPC CA 5     -   682,580.    1,868,930.      MT  (+/- 180 meters Scaled)
 FU2116
 FU2116                          SUPERSEDED SURVEY CONTROL
 FU2116
 FU2116  NGVD 29 (??/??/92)  250.291  (m)          821.16   (f) ADJ UNCH    1 1
 FU2116
 FU2116.Superseded values are not recommended for survey control.
 FU2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2116.See file dsdata.txt to determine how the superseded data were derived.
 FU2116
 FU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU778910(NAD 83)
 FU2116_MARKER: P = PIPE CAP
 FU2116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2116_STAMPING: 1/4 S 18 WC 19 LGBMACD 50 FT
 FU2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2116
 FU2116  HISTORY     - Date     Condition        Report By
 FU2116  HISTORY     - UNK      MONUMENTED       SOCO
 FU2116  HISTORY     - 1964     GOOD             NGS
 FU2116
 FU2116                          STATION DESCRIPTION
 FU2116
 FU2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2116'0.6 MI E FROM TAFT.
 FU2116'0.6 MILE EAST ALONG GARDNER FIELD ROAD FROM THE INTERSECTION
 FU2116'OF STATE HIGHWAY 33 AT TAFT, IN R24E T32S, IN THE SOUTH HALF
 FU2116'OF SECTION 18, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST,
 FU2116'0.5 MILE EAST OF BENCH MARK B 546, 210 FEET NORTHEAST OF THE
 FU2116'CENTER OF THE JUNCTION, 50 FEET NORTH OF THE CENTER LINE OF
 FU2116'THE ROAD, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 FU2116'THE ROAD, AND SCREWED ON THE TOP OF A 4-INCH IRON PIPE PROJECTING
 FU2116'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1683 ***********************************************************************
 JT1683  DESIGNATION -  18 2
 JT1683  PID         -  JT1683
 JT1683  STATE/COUNTY-  CA/NAPA
 JT1683  USGS QUAD   -  NAPA (1980)
 JT1683
 JT1683                         *CURRENT SURVEY CONTROL
 JT1683  ___________________________________________________________________
 JT1683* NAD 83(1986)-  38 19 19.     (N)    122 18 15.     (W)     SCALED    
 JT1683* NAVD 88     -        19.31   (+/-2cm)      63.4    (feet)  VERTCON   
 JT1683  ___________________________________________________________________
 JT1683  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1683  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1683
 JT1683.The horizontal coordinates were scaled from a topographic map and have
 JT1683.an estimated accuracy of +/- 6 seconds.
 JT1683
 JT1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1683.The vertical order pertains to the NGVD 29 superseded value.
 JT1683
 JT1683.The geoid height was determined by GEOID03.
 JT1683
 JT1683;                    North         East    Units  Estimated Accuracy
 JT1683;SPC CA 2     -   572,790.    1,973,400.      MT  (+/- 180 meters Scaled)
 JT1683
 JT1683                          SUPERSEDED SURVEY CONTROL
 JT1683
 JT1683  NGVD 29 (??/??/92)   18.52   (m)           60.8    (f) COMPUTED    1 1
 JT1683
 JT1683.Superseded values are not recommended for survey control.
 JT1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1683.See file dsdata.txt to determine how the superseded data were derived.
 JT1683
 JT1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH608417(NAD 83)
 JT1683_MARKER: DD = SURVEY DISK
 JT1683_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1683+WITH SETTING: PAVEMENT
 JT1683_SP_SET: POLE BASE
 JT1683_STAMPING: 18 2 C OF N
 JT1683_MARK LOGO: CA2330
 JT1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1683+STABILITY: SURFACE MOTION
 JT1683
 JT1683  HISTORY     - Date     Condition        Report By
 JT1683  HISTORY     - 1971     MONUMENTED       CA2330
 JT1683
 JT1683                          STATION DESCRIPTION
 JT1683
 JT1683'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1683'ALONG TRANCAS STREET, AT THE US POST OFFICE IN FLAGPOLE BASE, A BRASS
 JT1683'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1946 ***********************************************************************
 GU1946  DESIGNATION -  18 27
 GU1946  PID         -  GU1946
 GU1946  STATE/COUNTY-  CA/SANTA CRUZ
 GU1946  USGS QUAD   -  SANTA CRUZ (1994)
 GU1946
 GU1946                         *CURRENT SURVEY CONTROL
 GU1946  ___________________________________________________________________
 GU1946* NAD 83(1986)-  36 58 30.     (N)    122 01 35.     (W)     SCALED    
 GU1946* NAVD 88     -         6.161  (meters)      20.21   (feet)  READJUSTED
 GU1946  ___________________________________________________________________
 GU1946  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU1946  DYNAMIC HT  -           6.160 (meters)      20.21  (feet)  COMP
 GU1946  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 GU1946
 GU1946  VERT ORDER  -  ?
 GU1946
 GU1946.The horizontal coordinates were scaled from a topographic map and have
 GU1946.an estimated accuracy of +/- 6 seconds.
 GU1946
 GU1946.The orthometric height was determined by differential leveling
 GU1946.and adjusted in March 1993.
 GU1946.The height was derived from older observations constrained to new
 GU1946.heights in a crustal motion area.  The height is approximate in
 GU1946.relation to other heights in its vicinity.
 GU1946
 GU1946.The geoid height was determined by GEOID03.
 GU1946
 GU1946.The dynamic height is computed by dividing the NAVD 88
 GU1946.geopotential number by the normal gravity value computed on the
 GU1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1946.degrees latitude (g = 980.6199 gals.).
 GU1946
 GU1946.The modeled gravity was interpolated from observed gravity values.
 GU1946
 GU1946;                    North         East    Units  Estimated Accuracy
 GU1946;SPC CA 3     -   553,830.    1,864,090.      MT  (+/- 180 meters Scaled)
 GU1946
 GU1946                          SUPERSEDED SURVEY CONTROL
 GU1946
 GU1946  NAVD 88 (06/15/91)    6.103  (m)           20.02   (f) UNKNOWN     1 1
 GU1946  NGVD 29 (10/21/93)    5.325  (m)           17.47   (f) ADJUSTED    1 1
 GU1946
 GU1946.Superseded values are not recommended for survey control.
 GU1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1946.See file dsdata.txt to determine how the superseded data were derived.
 GU1946
 GU1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF866925(NAD 83)
 GU1946_MARKER: DD = SURVEY DISK
 GU1946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1946_SP_SET: WALL
 GU1946_STAMPING: SF 18 27 1908
 GU1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1946
 GU1946  HISTORY     - Date     Condition        Report By
 GU1946  HISTORY     - 1908     MONUMENTED       USGS
 GU1946  HISTORY     - 1972     GOOD             NGS
 GU1946  HISTORY     - 1977     GOOD             NGS
 GU1946  HISTORY     - 19900220 MARK NOT FOUND   NGS
 GU1946
 GU1946                          STATION DESCRIPTION
 GU1946
 GU1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1946'AT SANTA CRUZ.
 GU1946'AT SANTA CRUZ, AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 GU1946'PACIFIC AVENUE AND COOPER STREET, 32 FEET EAST OF THE EAST
 GU1946'CURB OF THE AVENUE, 103 FEET SOUTH OF THE SOUTH CURB LINE OF
 GU1946'THE STREET, SET VERTICALLY 1.9 FEET EAST OF THE NORTHWEST CORNER
 GU1946'OF THE NORTH FACE OF THE NORTH WALL OF BUILDING 1396 PACIFIC
 GU1946'AVENUE, 10 FEET NORTH OF THE EXTENDED CENTER LINE OF CHURCH STREET,
 GU1946'88 FEET SOUTH OF BENCH MARK SANTA CRUZ, 9 FEET SOUTH OF THE CENTER
 GU1946'LINE OF A ALLEY WAY AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.
 GU1946'SEC 13, T 11S, R 2W
 GU1946
 GU1946                          STATION RECOVERY (1977)
 GU1946
 GU1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU1946'RECOVERED IN GOOD CONDITION.
 GU1946
 GU1946                          STATION RECOVERY (1990)
 GU1946
 GU1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU1946'THE BUILDING THE DISK WAS SET IN WAS DESTROYED BY THE 1989
 GU1946'EARTHQUAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0767 ***********************************************************************
 GT0767  DESIGNATION -  18 27 17 D
 GT0767  PID         -  GT0767
 GT0767  STATE/COUNTY-  CA/TULARE
 GT0767  USGS QUAD   -  ROCKY HILL (1969)
 GT0767
 GT0767                         *CURRENT SURVEY CONTROL
 GT0767  ___________________________________________________________________
 GT0767* NAD 83(1986)-  36 21 14.     (N)    119 03 44.     (W)     SCALED    
 GT0767* NAVD 88     -       141.00   (+/-2cm)     462.6    (feet)  VERTCON   
 GT0767  ___________________________________________________________________
 GT0767  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GT0767  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0767
 GT0767.The horizontal coordinates were scaled from a topographic map and have
 GT0767.an estimated accuracy of +/- 6 seconds.
 GT0767
 GT0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0767.The vertical order pertains to the NGVD 29 superseded value.
 GT0767
 GT0767.The geoid height was determined by GEOID03.
 GT0767
 GT0767;                    North         East    Units  Estimated Accuracy
 GT0767;SPC CA 4     -   613,240.    1,994,420.      MT  (+/- 180 meters Scaled)
 GT0767
 GT0767                          SUPERSEDED SURVEY CONTROL
 GT0767
 GT0767  NGVD 29 (??/??/92)  140.159  (m)          459.84   (f) ADJ UNCH    1 2
 GT0767
 GT0767.Superseded values are not recommended for survey control.
 GT0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0767.See file dsdata.txt to determine how the superseded data were derived.
 GT0767
 GT0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA149251(NAD 83)
 GT0767_MARKER: DD = SURVEY DISK
 GT0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0767_STAMPING: 18-27-17 D
 GT0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0767+STABILITY: SURFACE MOTION
 GT0767
 GT0767  HISTORY     - Date     Condition        Report By
 GT0767  HISTORY     - UNK      MONUMENTED       BOR
 GT0767  HISTORY     - 1957     GOOD             NGS
 GT0767  HISTORY     - 1972     MARK NOT FOUND
 GT0767
 GT0767                          STATION DESCRIPTION
 GT0767
 GT0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT0767'3.2 MI SW FROM LEMONCOVE.
 GT0767'3.2 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM
 GT0767'THE STATION AT LEMONCOVE, IN R27E T18S, IN THE SOUTHEAST CORNER
 GT0767'OF SECTION 17, AT LINDCOVE, AT THE CROSSING OF A DIRT ROAD
 GT0767'LEADING EAST, AT THE SOUTHEAST CORNER OF A TRIANGLE FORMED
 GT0767'BY THE JUNCTIONS OF ROAD 228 AND AVENUE 312, 18 FEET NORTH OF
 GT0767'THE CENTER LINE OF THE DIRT ROAD, 18 1/2 FEET WEST OF THE CENTER
 GT0767'LINE OF ROAD 228, 2 FEET SOUTHEAST OF TELEPHONE POLE E/12, 1.2
 GT0767'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 GT0767'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 GT0767'THE GROUND.  NOTE-- PORTION OF CONCRETE POST WAS FOUND AT THE
 GT0767'DESCRIBED LOCATION AND IS BELIEVED TO BE THE BENCH MARK POST.
 GT0767'MARK WAS NOT RECOVERED.
 GT0767
 GT0767                          STATION RECOVERY (1972)
 GT0767
 GT0767'RECOVERED 1972
 GT0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0765 ***********************************************************************
 GT0765  DESIGNATION -  18 27 21 G
 GT0765  PID         -  GT0765
 GT0765  STATE/COUNTY-  CA/TULARE
 GT0765  USGS QUAD   -  ROCKY HILL (1969)
 GT0765
 GT0765                         *CURRENT SURVEY CONTROL
 GT0765  ___________________________________________________________________
 GT0765* NAD 83(1986)-  36 20 55.     (N)    119 03 44.     (W)     SCALED    
 GT0765* NAVD 88     -       142.76   (+/-2cm)     468.4    (feet)  VERTCON   
 GT0765  ___________________________________________________________________
 GT0765  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GT0765  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0765
 GT0765.The horizontal coordinates were scaled from a topographic map and have
 GT0765.an estimated accuracy of +/- 6 seconds.
 GT0765
 GT0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0765.The vertical order pertains to the NGVD 29 superseded value.
 GT0765
 GT0765.The geoid height was determined by GEOID03.
 GT0765
 GT0765;                    North         East    Units  Estimated Accuracy
 GT0765;SPC CA 4     -   612,660.    1,994,420.      MT  (+/- 180 meters Scaled)
 GT0765
 GT0765                          SUPERSEDED SURVEY CONTROL
 GT0765
 GT0765  NGVD 29 (??/??/92)  141.917  (m)          465.61   (f) ADJ UNCH    1 1
 GT0765
 GT0765.Superseded values are not recommended for survey control.
 GT0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0765.See file dsdata.txt to determine how the superseded data were derived.
 GT0765
 GT0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA149245(NAD 83)
 GT0765_MARKER: DB = BENCH MARK DISK
 GT0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0765_STAMPING: 18-27-21 G
 GT0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0765+STABILITY: SURFACE MOTION
 GT0765
 GT0765  HISTORY     - Date     Condition        Report By
 GT0765  HISTORY     - UNK      MONUMENTED       BOR
 GT0765  HISTORY     - 1972     GOOD             NGS
 GT0765
 GT0765                          STATION DESCRIPTION
 GT0765
 GT0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT0765'3.6 MI SW FROM LEMONCOVE.
 GT0765'3.55 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM
 GT0765'THE JUNCTION OF ROAD 244 AND AVENUE 328 AT LEMONCOVE, 0.2
 GT0765'MILE SOUTH OF THE CROSSING OF AVENUE 310, AT THE CROSSING OF
 GT0765'A POWER LINE, 9.0 FEET WEST OF THE WEST RAIL, 16 FEET EAST OF THE
 GT0765'CENTER LINE OF ROAD 228, 2 1/2 FEET NORTH OF POWER POLE 436087E,
 GT0765'59.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 GT0765'STUCCOED PUMPHOUSE, 43 FEET WEST AND ACROSS THE TRACK FROM
 GT0765'T JUNCTION POWER POLE 436088E, ABOUT 1/2 FOOT LOWER THAN THE
 GT0765'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 GT0765'FOOT ABOVE THE GROUND.  SEC 20, T18S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0761 ***********************************************************************
 GT0761  DESIGNATION -  18 27 30 D
 GT0761  PID         -  GT0761
 GT0761  STATE/COUNTY-  CA/TULARE
 GT0761  USGS QUAD   -  ROCKY HILL (1969)
 GT0761
 GT0761                         *CURRENT SURVEY CONTROL
 GT0761  ___________________________________________________________________
 GT0761* NAD 83(1986)-  36 19 32.     (N)    119 04 52.     (W)     SCALED    
 GT0761* NAVD 88     -       142.12   (+/-2cm)     466.3    (feet)  VERTCON   
 GT0761  ___________________________________________________________________
 GT0761  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 GT0761  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0761
 GT0761.The horizontal coordinates were scaled from a topographic map and have
 GT0761.an estimated accuracy of +/- 6 seconds.
 GT0761
 GT0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0761.The vertical order pertains to the NGVD 29 superseded value.
 GT0761
 GT0761.The geoid height was determined by GEOID03.
 GT0761
 GT0761;                    North         East    Units  Estimated Accuracy
 GT0761;SPC CA 4     -   610,100.    1,992,720.      MT  (+/- 180 meters Scaled)
 GT0761
 GT0761                          SUPERSEDED SURVEY CONTROL
 GT0761
 GT0761  NGVD 29 (??/??/92)  141.281  (m)          463.52   (f) ADJ UNCH    1 1
 GT0761
 GT0761.Superseded values are not recommended for survey control.
 GT0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0761.See file dsdata.txt to determine how the superseded data were derived.
 GT0761
 GT0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA131220(NAD 83)
 GT0761_MARKER: DD = SURVEY DISK
 GT0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0761_STAMPING: 18-27-30 D
 GT0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0761+STABILITY: SURFACE MOTION
 GT0761
 GT0761  HISTORY     - Date     Condition        Report By
 GT0761  HISTORY     - UNK      MONUMENTED       BOR
 GT0761  HISTORY     - 1972     GOOD             NGS
 GT0761
 GT0761                          STATION DESCRIPTION
 GT0761
 GT0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT0761'4.5 MI NE FROM EXETER.
 GT0761'4.5 MILES NORTHEAST ALONG THE VISALIA ELECTRIC RAILROAD FROM
 GT0761'THE CROSSING OF KAWEAH AVENUE AT EXETER, AT THE CROSSING OF ROAD
 GT0761'220, 13.4 FEET NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE
 GT0761'CENTER LINE OF THE ROAD, 66 1/2 FEET NORTH AND ACROSS THE TRACK
 GT0761'FROM THE CENTER LINE OF STATE HIGHWAY 198, 60 FEET WEST-SOUTHWEST
 GT0761'AND ACROSS THE ROAD FROM POWER POLE 409859E BEARING A TRANSFORMER,
 GT0761'3.2 FEET EAST OF A 6- BY 8-INCH POST SUPPORTING A RAILROAD
 GT0761'CROSSING SIGN, 2 FEET WEST OF A 4- BY 4-INCH POST BEARING A
 GT0761'STOP SIGN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 GT0761'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SEC 30,
 GT0761'T18S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1590 ***********************************************************************
 JT1590  DESIGNATION -  18 3
 JT1590  PID         -  JT1590
 JT1590  STATE/COUNTY-  CA/NAPA
 JT1590  USGS QUAD   -  NAPA (1980)
 JT1590
 JT1590                         *CURRENT SURVEY CONTROL
 JT1590  ___________________________________________________________________
 JT1590* NAD 83(1986)-  38 19 23.     (N)    122 18 00.     (W)     SCALED    
 JT1590* NAVD 88     -        15.35   (+/-2cm)      50.4    (feet)  VERTCON   
 JT1590  ___________________________________________________________________
 JT1590  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1590  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1590
 JT1590.The horizontal coordinates were scaled from a topographic map and have
 JT1590.an estimated accuracy of +/- 6 seconds.
 JT1590
 JT1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1590.The vertical order pertains to the NGVD 29 superseded value.
 JT1590
 JT1590.The geoid height was determined by GEOID03.
 JT1590
 JT1590;                    North         East    Units  Estimated Accuracy
 JT1590;SPC CA 2     -   572,910.    1,973,770.      MT  (+/- 180 meters Scaled)
 JT1590
 JT1590                          SUPERSEDED SURVEY CONTROL
 JT1590
 JT1590  NGVD 29 (??/??/92)   14.56   (m)           47.8    (f) COMPUTED    1 1
 JT1590
 JT1590.Superseded values are not recommended for survey control.
 JT1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1590.See file dsdata.txt to determine how the superseded data were derived.
 JT1590
 JT1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH611418(NAD 83)
 JT1590_MARKER: DD = SURVEY DISK
 JT1590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1590_SP_SET: COPPER-CLAD STEEL ROD
 JT1590_STAMPING: 18 3 C OF N
 JT1590_MARK LOGO: CA2330
 JT1590_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1590
 JT1590  HISTORY     - Date     Condition        Report By
 JT1590  HISTORY     - 1972     MONUMENTED       CA2330
 JT1590
 JT1590                          STATION DESCRIPTION
 JT1590
 JT1590'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1590'2.4 MI (3.9 KM) NORTHWEST FROM THE COUNTY COURTHOUSE AT NAPA AT THE
 JT1590'NORTHEAST CORNER OF THE INTERSECTION OF JEFFERSON STREET WITH TRANCAS
 JT1590'STREET, IN THE SOUTHWEST SIDE OF A PLANTER AREA AT THE SOUTHWEST
 JT1590'CORNER OF A SERVICE STATION, 65.5 FT (20.0 M) EAST OF CENTERLINE OF
 JT1590'JEFFERSON STREET, 67 FT (20.4 M) NORTH OF CENTERLINE OF TRANCAS
 JT1590'STREET, 10.6 FT (3.2 M) SOUTHWEST OF TRIANGULATION STATION DIVISION
 JT1590'1949, 0.9 FT (0.3 M) NORTHEAST OF THE BACK OF THE STREET SIDEWALK,
 JT1590'0.2 FT (0.1 M) BELOW THE TOP OF A 10 INCH DIAMETER MONUMENT BOX, SET
 JT1590'FLUSH WITH THE BACK OF SIDEWALK, WITH THE WORD MONUMENT CAST IN THE
 JT1590'COVER, SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO
 JT1590'REFUSAL AT 45 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0431 ***********************************************************************
 EV0431  DESIGNATION -  18 A
 EV0431  PID         -  EV0431
 EV0431  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0431  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0431
 EV0431                         *CURRENT SURVEY CONTROL
 EV0431  ___________________________________________________________________
 EV0431* NAD 83(1986)-  34 04 08.     (N)    116 33 10.     (W)     SCALED    
 EV0431* NAVD 88     -       847.04   (+/-2cm)    2779.0    (feet)  VERTCON   
 EV0431  ___________________________________________________________________
 EV0431  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EV0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0431
 EV0431.The horizontal coordinates were scaled from a topographic map and have
 EV0431.an estimated accuracy of +/- 6 seconds.
 EV0431
 EV0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0431.The vertical order pertains to the NGVD 29 superseded value.
 EV0431
 EV0431.The geoid height was determined by GEOID03.
 EV0431
 EV0431;                    North         East    Units  Estimated Accuracy
 EV0431;SPC CA 5     -   564,070.    2,133,590.      MT  (+/- 180 meters Scaled)
 EV0431
 EV0431                          SUPERSEDED SURVEY CONTROL
 EV0431
 EV0431  NGVD 29 (??/??/92)  846.22   (m)         2776.3    (f) COMPUTED    1 2
 EV0431
 EV0431.Superseded values are not recommended for survey control.
 EV0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0431.See file dsdata.txt to determine how the superseded data were derived.
 EV0431
 EV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT412698(NAD 83)
 EV0431_MARKER: DD = SURVEY DISK
 EV0431_SETTING: 0 = UNSPECIFIED SETTING
 EV0431_STAMPING: BM 18A 1969
 EV0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0431
 EV0431  HISTORY     - Date     Condition        Report By
 EV0431  HISTORY     - 1969     MONUMENTED       CADH
 EV0431
 EV0431                          STATION DESCRIPTION
 EV0431
 EV0431'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 EV0431'2.3 MI NE FROM MORONGO VALLEY.
 EV0431'2.3 MILES NORTHEAST ALONG CALIF. STATE HIGHWAY 62 (TWENTY-NINE
 EV0431'PALMS ROAD) FROM THE MORONGO VALLEY POST OFFICE LOCATED ON
 EV0431'PARADISE AVE., 5.5 FEET NORTH OF POWER POLE 1685668E, 48 FEET
 EV0431'NORTH OF TWENTY-NINE PALMS ROAD, 4.5 FEET ABOVE CENTER LINE
 EV0431'TWENTY-NINE PALMS ROAD, 155 FEET WESTERLY OF A DIRT ROAD CALLED
 EV0431'GREEN TRAILS.  NOTE-- BRASS DISK WAS SET POORLY IN CONCRETE,
 EV0431'IS SLANTING AND THE ROD WAS SET ON THE FIRST LETTER H IN THE
 EV0431'WORD HIGHWAY, THE HIGH POINT ON THE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0021 ***********************************************************************
 HT0021  DESIGNATION -  18 A
 HT0021  PID         -  HT0021
 HT0021  STATE/COUNTY-  CA/ALAMEDA
 HT0021  USGS QUAD   -  OAKLAND EAST (1997)
 HT0021
 HT0021                         *CURRENT SURVEY CONTROL
 HT0021  ___________________________________________________________________
 HT0021* NAD 83(1986)-  37 47 19.     (N)    122 14 57.     (W)     SCALED    
 HT0021* NAVD 88     -         6.00   (+/-2cm)      19.7    (feet)  VERTCON   
 HT0021  ___________________________________________________________________
 HT0021  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HT0021  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0021
 HT0021.The horizontal coordinates were scaled from a topographic map and have
 HT0021.an estimated accuracy of +/- 6 seconds.
 HT0021
 HT0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0021.The vertical order pertains to the NGVD 29 superseded value.
 HT0021
 HT0021.The geoid height was determined by GEOID03.
 HT0021
 HT0021;                    North         East    Units  Estimated Accuracy
 HT0021;SPC CA 3     -   644,450.    1,845,950.      MT  (+/- 180 meters Scaled)
 HT0021
 HT0021                          SUPERSEDED SURVEY CONTROL
 HT0021
 HT0021  NGVD 29 (??/??/92)    5.173  (m)           16.97   (f) ADJ UNCH    1 1
 HT0021
 HT0021.Superseded values are not recommended for survey control.
 HT0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0021.See file dsdata.txt to determine how the superseded data were derived.
 HT0021
 HT0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG661826(NAD 83)
 HT0021_MARKER: DD = SURVEY DISK
 HT0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0021_STAMPING: SEC 18 STA A
 HT0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0021+STABILITY: SURFACE MOTION
 HT0021
 HT0021  HISTORY     - Date     Condition        Report By
 HT0021  HISTORY     - UNK      MONUMENTED       CA2480
 HT0021  HISTORY     - 1963     GOOD             NGS
 HT0021  HISTORY     - 1967     GOOD             NGS
 HT0021  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0021  HISTORY     - 19880927 MARK NOT FOUND   NGS
 HT0021
 HT0021                          STATION DESCRIPTION
 HT0021
 HT0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HT0021'AT OAKLAND.
 HT0021'AT OAKLAND AT THE SOUTHWEST END OF 13TH AVENUE, 93.4 FEET EAST
 HT0021'OF THE EAST CORNER OF THE SOUTHERN PACIFIC COMPANY RAILROAD EAST
 HT0021'OAKLAND STATION, 44.0 FEET EAST OF BENCH MARK B 53 (USGS), 13.5
 HT0021'FEET NORTHWEST OF A GUY POLE, 9.2 FEET SOUTHWEST OF THE SOUTHWEST
 HT0021'RAIL OF THE WESTERN PACIFIC RAILROAD TRACKS, ABOUT 7 FEET NORTHEAST
 HT0021'OF THE EXTENDED CENTERLINE OF 13TH AVENUE, 5.0 FEET SOUTHEAST
 HT0021'OF THE SOUTHEAST EDGE OF A FORMER PEDESTRIAN SUBWAY, ABOUT LEVEL
 HT0021'WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HT0021'THE GROUND.
 HT0021
 HT0021                          STATION RECOVERY (1967)
 HT0021
 HT0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0021'RECOVERED IN GOOD CONDITION.
 HT0021
 HT0021                          STATION RECOVERY (1987)
 HT0021
 HT0021'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0021'MARK NOT FOUND.
 HT0021
 HT0021                          STATION RECOVERY (1988)
 HT0021
 HT0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2236 ***********************************************************************
 FU2236  DESIGNATION -  18 AA
 FU2236  PID         -  FU2236
 FU2236  STATE/COUNTY-  CA/KERN
 FU2236  USGS QUAD   -  CONNER (1973)
 FU2236
 FU2236                         *CURRENT SURVEY CONTROL
 FU2236  ___________________________________________________________________
 FU2236* NAD 83(1986)-  35 12 29.     (N)    119 06 36.     (W)     SCALED    
 FU2236* NAVD 88     -        94.89   (+/-2cm)     311.3    (feet)  VERTCON   
 FU2236  ___________________________________________________________________
 FU2236  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 FU2236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU2236
 FU2236.The horizontal coordinates were scaled from a topographic map and have
 FU2236.an estimated accuracy of +/- 6 seconds.
 FU2236
 FU2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2236.The vertical order pertains to the NGVD 29 superseded value.
 FU2236
 FU2236.The geoid height was determined by GEOID03.
 FU2236
 FU2236;                    North         East    Units  Estimated Accuracy
 FU2236;SPC CA 5     -   690,030.    1,898,930.      MT  (+/- 180 meters Scaled)
 FU2236
 FU2236                          SUPERSEDED SURVEY CONTROL
 FU2236
 FU2236  NGVD 29 (11/16/65)   94.185  (m)          309.01   (f) ADJ UNCH    2 0
 FU2236
 FU2236.Superseded values are not recommended for survey control.
 FU2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2236.See file dsdata.txt to determine how the superseded data were derived.
 FU2236
 FU2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU079981(NAD 83)
 FU2236_MARKER: DD = SURVEY DISK
 FU2236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FU2236_SP_SET: CULVERT HEADWALL
 FU2236_STAMPING: 18 AA 311 1954
 FU2236_MARK LOGO: USGS  
 FU2236_MAGNETIC: N = NO MAGNETIC MATERIAL
 FU2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2236+STABILITY: SURFACE MOTION
 FU2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU2236+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 FU2236
 FU2236  HISTORY     - Date     Condition        Report By
 FU2236  HISTORY     - 1954     MONUMENTED       USGS
 FU2236  HISTORY     - 1965     GOOD             NGS
 FU2236  HISTORY     - 1974     GOOD             NGS
 FU2236  HISTORY     - 20040617 GOOD             NGS
 FU2236
 FU2236                          STATION DESCRIPTION
 FU2236
 FU2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FU2236'4 MI S FROM OLD RIVER.
 FU2236'4.0 MILES SOUTH ALONG OLD RIVER ROAD FROM THE JUNCTION OF STATE
 FU2236'HIGHWAY 119 AT OLD RIVER, IN R27E T31S, IN THE NORTHEAST CORNER
 FU2236'OF SECTION 30, AT THE SOUTHWEST CORNER OF THE JUNCTION OF BEAR
 FU2236'MOUNTAIN BOULEVARD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU2236'26 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, IN THE TOP
 FU2236'OF THE SOUTH END OF THE SOUTH WING WALL OF A 24-INCH PIPE
 FU2236'CULVERT, 0.6 FEET NORTH OF THE SOUTH END OF THE WING WALL, AND
 FU2236'ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 FU2236
 FU2236                          STATION RECOVERY (1974)
 FU2236
 FU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FU2236'RECOVERED IN GOOD CONDITION.
 FU2236
 FU2236                          STATION RECOVERY (2004)
 FU2236
 FU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FU2236'7.2 KM WESTERLY ALONG STATE HIGHWAY 119 FROM THE POST OFFICE IN
 FU2236'PUMPKIN CENTER, THENCE  6.5 KM SOUTHERLY ALONG OLD RIVER ROAD, IN TOP
 FU2236'OF AND NEAR THE SOUTH END OF THE  CONCRETE HEADWALL OF A CULVERT UNDER
 FU2236'THE ROAD, 9.5 M WEST OF THE ROAD CENTERLINE, 7.4  M SOUTH OF THE
 FU2236'EXTENDED CENTER OF STATE HIGHWAY 223, 0.2 M NORTH OF THE SOUTH END OF
 FU2236'THE HEADWALL, AND 0.2 M ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE
 FU2236'MARK IS ON THE ROAD  RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1684 ***********************************************************************
 JT1684  DESIGNATION -  18 B
 JT1684  PID         -  JT1684
 JT1684  STATE/COUNTY-  CA/NAPA
 JT1684  USGS QUAD   -  NAPA (1980)
 JT1684
 JT1684                         *CURRENT SURVEY CONTROL
 JT1684  ___________________________________________________________________
 JT1684* NAD 83(1986)-  38 19 24.     (N)    122 18 01.     (W)     SCALED    
 JT1684* NAVD 88     -        15.22   (+/-2cm)      49.9    (feet)  VERTCON   
 JT1684  ___________________________________________________________________
 JT1684  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1684  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1684
 JT1684.The horizontal coordinates were scaled from a topographic map and have
 JT1684.an estimated accuracy of +/- 6 seconds.
 JT1684
 JT1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1684.The vertical order pertains to the NGVD 29 superseded value.
 JT1684
 JT1684.The geoid height was determined by GEOID03.
 JT1684
 JT1684;                    North         East    Units  Estimated Accuracy
 JT1684;SPC CA 2     -   572,940.    1,973,740.      MT  (+/- 180 meters Scaled)
 JT1684
 JT1684                          SUPERSEDED SURVEY CONTROL
 JT1684
 JT1684  NGVD 29 (??/??/92)   14.44   (m)           47.4    (f) COMPUTED    1 1
 JT1684
 JT1684.Superseded values are not recommended for survey control.
 JT1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1684.See file dsdata.txt to determine how the superseded data were derived.
 JT1684
 JT1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH611419(NAD 83)
 JT1684_MARKER: DD = SURVEY DISK
 JT1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1684_SP_SET: CONCRETE POST
 JT1684_STAMPING: 18 B C OF N
 JT1684_MARK LOGO: CA2330
 JT1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1684+STABILITY: SURFACE MOTION
 JT1684
 JT1684  HISTORY     - Date     Condition        Report By
 JT1684  HISTORY     - 1971     MONUMENTED       CA2330
 JT1684
 JT1684                          STATION DESCRIPTION
 JT1684
 JT1684'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1684'AT INTERSECTION OF TRANCAS AND JEFFERSON STREETS, IN NORTHEAST CORNER
 JT1684'OF NORTHERLY TRAFFIC LANE EAST OF PEDESTRIAN WALK, A WELL TYPE
 JT1684'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1740 ***********************************************************************
 EW1740  DESIGNATION -  18 B C OF LA
 EW1740  PID         -  EW1740
 EW1740  STATE/COUNTY-  CA/LOS ANGELES
 EW1740  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1740
 EW1740                         *CURRENT SURVEY CONTROL
 EW1740  ___________________________________________________________________
 EW1740* NAD 83(1986)-  34 03 58.     (N)    118 25 43.     (W)     SCALED    
 EW1740* NAVD 88     -       118.00   (+/-2cm)     387.1    (feet)  VERTCON   
 EW1740  ___________________________________________________________________
 EW1740  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1740  VERT ORDER  -  THIRD (See Below)
 EW1740
 EW1740.The horizontal coordinates were scaled from a topographic map and have
 EW1740.an estimated accuracy of +/- 6 seconds.
 EW1740
 EW1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1740.The vertical order pertains to the NGVD 29 superseded value.
 EW1740
 EW1740.The geoid height was determined by GEOID03.
 EW1740
 EW1740;                    North         East    Units  Estimated Accuracy
 EW1740;SPC CA 5     -   562,880.    1,960,430.      MT  (+/- 180 meters Scaled)
 EW1740
 EW1740                          SUPERSEDED SURVEY CONTROL
 EW1740
 EW1740  NGVD 29 (??/??/??)  117.23   (m)          384.6    (f) RESET       3  
 EW1740
 EW1740.Superseded values are not recommended for survey control.
 EW1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1740.See file dsdata.txt to determine how the superseded data were derived.
 EW1740
 EW1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT681704(NAD 83)
 EW1740_MARKER: DD = SURVEY DISK
 EW1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1740_STAMPING: 18-B 384.50
 EW1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1740+STABILITY: SURFACE MOTION
 EW1740
 EW1740  HISTORY     - Date     Condition        Report By
 EW1740  HISTORY     - UNK      MONUMENTED       CA1980
 EW1740  HISTORY     - 1945     GOOD             NGS
 EW1740
 EW1740                          STATION DESCRIPTION
 EW1740
 EW1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1740'AT LOS ANGELES.
 EW1740'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1740'BEVERLY GLEN BOULEVARD.  LOCATED ON THE NORTH SIDE OF WILSHIRE
 EW1740'BOULEVARD, 2.4 FEET NORTH OF THE NORTH CURB, 3.5 FEET WEST OF A
 EW1740'CONCRETE BASE FOR A STREET LIGHT POST, AND 32.4 FEET EAST OF THE
 EW1740'EAST CURB LINE OF BEVERLY GLEN BOULEVARD.  A CITY OF LOS ANGELES
 EW1740'STANDARD DISK, STAMPED 18 B 384.50 AND SET IN THE TOP OF A CONCRETE
 EW1740'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1031 ***********************************************************************
 FT1031  DESIGNATION -  18 BIS
 FT1031  PID         -  FT1031
 FT1031  STATE/COUNTY-  CA/KERN
 FT1031  USGS QUAD   -  CANTIL (1973)
 FT1031
 FT1031                         *CURRENT SURVEY CONTROL
 FT1031  ___________________________________________________________________
 FT1031* NAD 83(1986)-  35 20 29.     (N)    117 58 19.     (W)     SCALED    
 FT1031* NAVD 88     -       696.057  (meters)    2283.65   (feet)  ADJUSTED  
 FT1031  ___________________________________________________________________
 FT1031  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FT1031  DYNAMIC HT  -         695.281 (meters)    2281.10  (feet)  COMP
 FT1031  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 FT1031  OBS GRAVITY -     979,501.4   (mgal)                       GRAV_OBS
 FT1031
 FT1031  VERT ORDER  -  FIRST     CLASS I
 FT1031
 FT1031.The horizontal coordinates were scaled from a topographic map and have
 FT1031.an estimated accuracy of +/- 6 seconds.
 FT1031
 FT1031.The orthometric height was determined by differential leveling
 FT1031.and adjusted in June 1991.
 FT1031
 FT1031.The geoid height was determined by GEOID03.
 FT1031
 FT1031.The dynamic height is computed by dividing the NAVD 88
 FT1031.geopotential number by the normal gravity value computed on the
 FT1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1031.degrees latitude (g = 980.6199 gals.).
 FT1031
 FT1031.The modeled gravity was interpolated from observed gravity values.
 FT1031.The observed gravity was obtained from relative gravimeter ties
 FT1031.to the IGSN71 gravity network.
 FT1031
 FT1031;                    North         East    Units  Estimated Accuracy
 FT1031;SPC CA 5     -   704,260.    2,002,550.      MT  (+/- 180 meters Scaled)
 FT1031
 FT1031                          SUPERSEDED SURVEY CONTROL
 FT1031
 FT1031  NGVD 29 (??/??/92)  695.210  (m)         2280.87   (f) ADJ UNCH    1 1
 FT1031
 FT1031.Superseded values are not recommended for survey control.
 FT1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1031.See file dsdata.txt to determine how the superseded data were derived.
 FT1031
 FT1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV116113(NAD 83)
 FT1031_MARKER: DD = SURVEY DISK
 FT1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1031_SP_SET: CONCRETE POST
 FT1031_STAMPING: 18 BIS 1966 2281
 FT1031_MARK LOGO: USGS  
 FT1031_PROJECTION: PROJECTING 12 CENTIMETERS
 FT1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1031+STABILITY: SURFACE MOTION
 FT1031
 FT1031  HISTORY     - Date     Condition        Report By
 FT1031  HISTORY     - 1966     MONUMENTED       USGS
 FT1031  HISTORY     - 1977     GOOD             NGS
 FT1031  HISTORY     - 1983     GOOD             NGS
 FT1031
 FT1031                          STATION DESCRIPTION
 FT1031
 FT1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1031'3.75 MI NORTH FROM CANTIL.
 FT1031'3.75 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1031'AT CANTIL, ON TOP OF A SMALL KNOLL, 88.0 FT. WEST CENTER LINE
 FT1031'SOUTH BOUND LANES 31 FT. SOUTHEAST OF A 4 BY 4-INCH
 FT1031'CONCRETE STATE RIGHT-OF-WAY MARKER PROJECTING 0.6 INCHES.
 FT1031
 FT1031                          STATION RECOVERY (1983)
 FT1031
 FT1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FT1031'RECOVERED IN GOOD CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE EXCEPT
 FT1031'OMIT--9.4 METERS (31 FT) SOUTHEAST OF A 4 BY 4 INCH CONCRETE RIGHT OF
 FT1031'WAY MARKER.  ADD--0.9 METER (3 FT) SOUTHEAST OF A 4 BY 4 INCH CONCRETE
 FT1031'RIGHT OF WAY MARKER AND 0.4 KM (0.24 MI) SOUTHWEST OF MILEPOST 29.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1685 ***********************************************************************
 JT1685  DESIGNATION -  18 C
 JT1685  PID         -  JT1685
 JT1685  STATE/COUNTY-  CA/NAPA
 JT1685  USGS QUAD   -  NAPA (1980)
 JT1685
 JT1685                         *CURRENT SURVEY CONTROL
 JT1685  ___________________________________________________________________
 JT1685* NAD 83(1986)-  38 19 26.     (N)    122 17 45.     (W)     SCALED    
 JT1685* NAVD 88     -        13.83   (+/-2cm)      45.4    (feet)  VERTCON   
 JT1685  ___________________________________________________________________
 JT1685  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1685  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1685
 JT1685.The horizontal coordinates were scaled from a topographic map and have
 JT1685.an estimated accuracy of +/- 6 seconds.
 JT1685
 JT1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1685.The vertical order pertains to the NGVD 29 superseded value.
 JT1685
 JT1685.The geoid height was determined by GEOID03.
 JT1685
 JT1685;                    North         East    Units  Estimated Accuracy
 JT1685;SPC CA 2     -   573,000.    1,974,130.      MT  (+/- 180 meters Scaled)
 JT1685
 JT1685                          SUPERSEDED SURVEY CONTROL
 JT1685
 JT1685  NGVD 29 (??/??/92)   13.04   (m)           42.8    (f) COMPUTED    1 1
 JT1685
 JT1685.Superseded values are not recommended for survey control.
 JT1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1685.See file dsdata.txt to determine how the superseded data were derived.
 JT1685
 JT1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615419(NAD 83)
 JT1685_MARKER: DD = SURVEY DISK
 JT1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1685_SP_SET: CONCRETE POST
 JT1685_STAMPING: 18 C C OF N
 JT1685_MARK LOGO: CA2330
 JT1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1685+STABILITY: SURFACE MOTION
 JT1685
 JT1685  HISTORY     - Date     Condition        Report By
 JT1685  HISTORY     - 1971     MONUMENTED       CA2330
 JT1685
 JT1685                          STATION DESCRIPTION
 JT1685
 JT1685'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1685'AT INTERSECTION OF TRANCAS AND BEARD STREETS, ON NORTHERLY TRAFFIC
 JT1685'LANE, 10 FT (3.0 M) WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT
 JT1685'WITH A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0228 ***********************************************************************
 MX0228  DESIGNATION -  18 C USGS
 MX0228  PID         -  MX0228
 MX0228  STATE/COUNTY-  CA/TRINITY
 MX0228  USGS QUAD   -  TANGLE BLUE LAKE (1986)
 MX0228
 MX0228                         *CURRENT SURVEY CONTROL
 MX0228  ___________________________________________________________________
 MX0228* NAD 83(1986)-  41 14 04.     (N)    122 38 58.     (W)     SCALED    
 MX0228* NAVD 88     -      1005.608  (meters)    3299.23   (feet)  ADJUSTED  
 MX0228  ___________________________________________________________________
 MX0228  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 MX0228  DYNAMIC HT  -        1004.974 (meters)    3297.15  (feet)  COMP
 MX0228  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 MX0228
 MX0228  VERT ORDER  -  SECOND    CLASS 0
 MX0228
 MX0228.The horizontal coordinates were scaled from a topographic map and have
 MX0228.an estimated accuracy of +/- 6 seconds.
 MX0228
 MX0228.The orthometric height was determined by differential leveling
 MX0228.and adjusted in June 1991.
 MX0228
 MX0228.The geoid height was determined by GEOID03.
 MX0228
 MX0228.The dynamic height is computed by dividing the NAVD 88
 MX0228.geopotential number by the normal gravity value computed on the
 MX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0228.degrees latitude (g = 980.6199 gals.).
 MX0228
 MX0228.The modeled gravity was interpolated from observed gravity values.
 MX0228
 MX0228;                    North         East    Units  Estimated Accuracy
 MX0228;SPC CA 1     -   711,300.    1,945,560.      MT  (+/- 180 meters Scaled)
 MX0228
 MX0228                          SUPERSEDED SURVEY CONTROL
 MX0228
 MX0228  NGVD 29 (??/??/??) 1004.610  (m)         3295.96   (f) ADJUSTED    2 0
 MX0228
 MX0228.Superseded values are not recommended for survey control.
 MX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0228.See file dsdata.txt to determine how the superseded data were derived.
 MX0228
 MX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL293648(NAD 83)
 MX0228_MARKER: DB = BENCH MARK DISK
 MX0228_SETTING: 80 = SET IN A BOULDER
 MX0228_SP_SET: BOULDER
 MX0228_STAMPING: 18 C 1931
 MX0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0228+STABILITY: SURFACE MOTION
 MX0228
 MX0228  HISTORY     - Date     Condition        Report By
 MX0228  HISTORY     - 1931     MONUMENTED       USGS
 MX0228  HISTORY     - 1935     GOOD             NGS
 MX0228
 MX0228                          STATION DESCRIPTION
 MX0228
 MX0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MX0228'13.5 MI N FROM CARRVILLE.
 MX0228'13.5 MILES NORTH ALONG THE WEAVERVILLE-CALLAHAN ROAD FROM
 MX0228'CARRVILLE, TRINITY COUNTY, IN A SMALL CAMP-GROUND, 23 PACES
 MX0228'NORTHEAST OF THE BANK OF A CREEK, 22 PACES NORTHEAST OF THE BANK
 MX0228'OF A CREEK, 22 PACES SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MX0228'IN THE TOP OF A LARGE BOULDER, AND ABOUT 10 FEET BELOW THE
 MX0228'LEVEL OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MX0228'DISK, STAMPED 18 C 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0504 ***********************************************************************
 HS0504  DESIGNATION -  18 CAHD
 HS0504  PID         -  HS0504
 HS0504  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0504  USGS QUAD   -  LATHROP (1987)
 HS0504
 HS0504                         *CURRENT SURVEY CONTROL
 HS0504  ___________________________________________________________________
 HS0504* NAD 83(1986)-  37 49 35.     (N)    121 17 22.     (W)     SCALED    
 HS0504* NAVD 88     -         5.30   (+/-2cm)      17.4    (feet)  VERTCON   
 HS0504  ___________________________________________________________________
 HS0504  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 HS0504  VERT ORDER  -  THIRD (See Below)
 HS0504
 HS0504.The horizontal coordinates were scaled from a topographic map and have
 HS0504.an estimated accuracy of +/- 6 seconds.
 HS0504
 HS0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0504.The vertical order pertains to the NGVD 29 superseded value.
 HS0504
 HS0504.The geoid height was determined by GEOID03.
 HS0504
 HS0504;                    North         East    Units  Estimated Accuracy
 HS0504;SPC CA 3     -   647,500.    1,930,500.      MT  (+/- 180 meters Scaled)
 HS0504
 HS0504                          SUPERSEDED SURVEY CONTROL
 HS0504
 HS0504  NGVD 29 (??/??/??)    4.59   (m)           15.1    (f) RESET       3  
 HS0504
 HS0504.Superseded values are not recommended for survey control.
 HS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0504.See file dsdata.txt to determine how the superseded data were derived.
 HS0504
 HS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG505879(NAD 83)
 HS0504_MARKER: DD = SURVEY DISK
 HS0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0504+STABILITY: SURFACE MOTION
 HS0504
 HS0504  HISTORY     - Date     Condition        Report By
 HS0504  HISTORY     - UNK      MONUMENTED       CADH
 HS0504  HISTORY     - 1959     GOOD             NGS
 HS0504
 HS0504                          STATION DESCRIPTION
 HS0504
 HS0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0504'4.2 MI S FROM FRENCH CAMP.
 HS0504'4.2 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 HS0504'OF MATHEWS ROAD AT FRENCH CAMP, AT THE T JUNCTION OF LATHROP
 HS0504'ROAD LEADING EAST, 68 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT
 HS0504'CROSSOVER BETWEEN THE EAST AND WEST TRAFFIC LANES OF THE HIGHWAY,
 HS0504'84 FEET WEST OF THE CENTER LINE OF THE EAST TRAFFIC LANES, 35
 HS0504'FEET EAST OF THE CENTER LINE OF THE WEST TRAFFIC LANES, 1.3
 HS0504'FEET NORTH OF A METAL STATION MARKER PAINTED MON 18, ABOUT LEVEL
 HS0504'WITH THE WEST TRAFFIC LANES, AND SET IN THE TOP OF A CONCRETE
 HS0504'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0560 ***********************************************************************
 GS0560  DESIGNATION -  18 D
 GS0560  PID         -  GS0560
 GS0560  STATE/COUNTY-  CA/INYO
 GS0560  USGS QUAD   -  PANAMINT BUTTE (1986)
 GS0560
 GS0560                         *CURRENT SURVEY CONTROL
 GS0560  ___________________________________________________________________
 GS0560* NAD 83(1986)-  36 23 02.     (N)    117 16 55.     (W)     SCALED    
 GS0560* NAVD 88     -      1449.875  (meters)    4756.80   (feet)  ADJUSTED  
 GS0560  ___________________________________________________________________
 GS0560  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GS0560  DYNAMIC HT  -        1448.200 (meters)    4751.30  (feet)  COMP
 GS0560  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 GS0560
 GS0560  VERT ORDER  -  FIRST     CLASS II
 GS0560
 GS0560.The horizontal coordinates were scaled from a topographic map and have
 GS0560.an estimated accuracy of +/- 6 seconds.
 GS0560
 GS0560.The orthometric height was determined by differential leveling
 GS0560.and adjusted in June 1991.
 GS0560
 GS0560.The geoid height was determined by GEOID03.
 GS0560
 GS0560.The dynamic height is computed by dividing the NAVD 88
 GS0560.geopotential number by the normal gravity value computed on the
 GS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0560.degrees latitude (g = 980.6199 gals.).
 GS0560
 GS0560.The modeled gravity was interpolated from observed gravity values.
 GS0560
 GS0560;                    North         East    Units  Estimated Accuracy
 GS0560;SPC CA 4     -   617,950.    2,154,140.      MT  (+/- 180 meters Scaled)
 GS0560
 GS0560                          SUPERSEDED SURVEY CONTROL
 GS0560
 GS0560  NGVD 29 (05/01/91) 1448.892  (m)         4753.57   (f) ADJUSTED    1 2
 GS0560
 GS0560.Superseded values are not recommended for survey control.
 GS0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0560.See file dsdata.txt to determine how the superseded data were derived.
 GS0560
 GS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA747265(NAD 83)
 GS0560_MARKER: DB = BENCH MARK DISK
 GS0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0560_SP_SET: CONCRETE POST
 GS0560_STAMPING: 18 D 4754 1948
 GS0560_MARK LOGO: USGS  
 GS0560_PROJECTION: PROJECTING 15 CENTIMETERS
 GS0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0560+STABILITY: SURFACE MOTION
 GS0560
 GS0560  HISTORY     - Date     Condition        Report By
 GS0560  HISTORY     - 1948     MONUMENTED       USGS
 GS0560  HISTORY     - 1984     GOOD             NGS
 GS0560
 GS0560                          STATION DESCRIPTION
 GS0560
 GS0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GS0560'20.2 KM (12.6 MI) EAST FROM PANAMINT SPRINGS.
 GS0560'20.21 KM (12.56 MI) EAST ALONG STATE HIGHWAY 190 FROM THE RESTAURANT
 GS0560'AT PANAMINT SPRINGS, AT THE TOP OF THE LOWEST ONE OF TWO CUTS, ON THE
 GS0560'OUTSIDE OF A CURVE, AT A TURNOUT ON THE EAST SIDE OF THE HIGHWAY,
 GS0560'12.1 METERS (40 FT) EAST OF THE HIGHWAY CENTERLINE AND 25.3 METERS
 GS0560'(83 FT) NORTH OF THE EAST END OF A 36-INCH CORRUGATED METAL PIPE
 GS0560'CULVERT.
 GS0560'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GS0560'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4889 ***********************************************************************
 EW4889  DESIGNATION -  18 F 52 CAHD
 EW4889  PID         -  EW4889
 EW4889  STATE/COUNTY-  CA/LOS ANGELES
 EW4889  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4889
 EW4889                         *CURRENT SURVEY CONTROL
 EW4889  ___________________________________________________________________
 EW4889* NAD 83(1986)-  34 21 02.     (N)    118 32 41.     (W)     SCALED    
 EW4889* NAVD 88     -       441.51   (+/-2cm)    1448.5    (feet)  VERTCON   
 EW4889  ___________________________________________________________________
 EW4889  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW4889  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4889
 EW4889.The horizontal coordinates were scaled from a topographic map and have
 EW4889.an estimated accuracy of +/- 6 seconds.
 EW4889
 EW4889.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4889.The vertical order pertains to the NGVD 29 superseded value.
 EW4889
 EW4889.The geoid height was determined by GEOID03.
 EW4889
 EW4889;                    North         East    Units  Estimated Accuracy
 EW4889;SPC CA 5     -   594,480.    1,949,890.      MT  (+/- 180 meters Scaled)
 EW4889
 EW4889                          SUPERSEDED SURVEY CONTROL
 EW4889
 EW4889  NGVD 29 (??/??/92)  440.674  (m)         1445.78   (f) ADJ UNCH    1 2
 EW4889
 EW4889.Superseded values are not recommended for survey control.
 EW4889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4889.See file dsdata.txt to determine how the superseded data were derived.
 EW4889
 EW4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU579021(NAD 83)
 EW4889_MARKER: DD = SURVEY DISK
 EW4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4889+STABILITY: SURFACE MOTION
 EW4889
 EW4889  HISTORY     - Date     Condition        Report By
 EW4889  HISTORY     - UNK      MONUMENTED       CADH
 EW4889  HISTORY     - 1968     GOOD
 EW4889
 EW4889                          STATION DESCRIPTION
 EW4889
 EW4889'DESCRIBED 1968
 EW4889'NEAR NEWHALL.
 EW4889'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 2.4 MILES SOUTHEASTERLY
 EW4889'ALONG FREEWAY FROM LYONS AVENUE, 1.44 MILES NORTHERLY FROM
 EW4889'FREEWAY BRIDGE NO. 53-1796, ON CENTER LINE CONSTRUCTION STATION
 EW4889'148+32.46, BETWEEN POWER POLE NO. 1651488E AND POWER POLE NO.
 EW4889'1613399E.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- FORMER
 EW4889'GOLDEN STATE HIGHWAY IS NOW A FRONTAGE ROAD SOUTHERLY OF AND
 EW4889'PARALLEL TO THE GOLDEN STATE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2278 ***********************************************************************
 EV2278  DESIGNATION -  18 FMK
 EV2278  PID         -  EV2278
 EV2278  STATE/COUNTY-  CA/KERN
 EV2278  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2278
 EV2278                         *CURRENT SURVEY CONTROL
 EV2278  ___________________________________________________________________
 EV2278* NAD 83(1986)-  34 59 55.     (N)    117 38 50.     (W)     SCALED    
 EV2278* NAVD 88     -       753.202  (meters)    2471.13   (feet)  ADJUSTED  
 EV2278  ___________________________________________________________________
 EV2278  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2278  DYNAMIC HT  -         752.356 (meters)    2468.35  (feet)  COMP
 EV2278  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EV2278
 EV2278  VERT ORDER  -  FIRST     CLASS I
 EV2278
 EV2278.The horizontal coordinates were scaled from a topographic map and have
 EV2278.an estimated accuracy of +/- 6 seconds.
 EV2278
 EV2278.The orthometric height was determined by differential leveling
 EV2278.and adjusted in June 1991.
 EV2278
 EV2278.The geoid height was determined by GEOID03.
 EV2278
 EV2278.The dynamic height is computed by dividing the NAVD 88
 EV2278.geopotential number by the normal gravity value computed on the
 EV2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2278.degrees latitude (g = 980.6199 gals.).
 EV2278
 EV2278.The modeled gravity was interpolated from observed gravity values.
 EV2278
 EV2278;                    North         East    Units  Estimated Accuracy
 EV2278;SPC CA 5     -   666,290.    2,032,200.      MT  (+/- 180 meters Scaled)
 EV2278
 EV2278                          SUPERSEDED SURVEY CONTROL
 EV2278
 EV2278  NGVD 29 (??/??/92)  752.405  (m)         2468.52   (f) ADJ UNCH    1 1
 EV2278
 EV2278.Superseded values are not recommended for survey control.
 EV2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2278.See file dsdata.txt to determine how the superseded data were derived.
 EV2278
 EV2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU409730(NAD 83)
 EV2278_MARKER: DD = SURVEY DISK
 EV2278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2278_SP_SET: 10 FEET
 EV2278_STAMPING: 18 FMK 1973
 EV2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2278
 EV2278  HISTORY     - Date     Condition        Report By
 EV2278  HISTORY     - 1973     MONUMENTED       USGS
 EV2278  HISTORY     - 1974     GOOD             NGS
 EV2278  HISTORY     - 1977     GOOD             NGS
 EV2278
 EV2278                          STATION DESCRIPTION
 EV2278
 EV2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2278'AT BORON.
 EV2278'AT BORON, 0.3 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EV2278'FE RAILWAY FROM THE STATION, 4 POLES EAST OF THE CROSSING OF
 EV2278'BORON AVENUE, 44.3 FEET SOUTH OF THE SOUTH RAIL, 98 FEET
 EV2278'SOUTHEAST AND ACROSS THE TRACK FROM A POLE BEARING A METAL
 EV2278'BOX, 3 1/2 FEET SOUTHWEST OF TELEPHONE POLE 193-25, 1.2 FEET
 EV2278'WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK,
 EV2278'A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH
 EV2278'OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 EV2278'6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2278'SECTION 5, T 10N, R7W
 EV2278
 EV2278                          STATION RECOVERY (1977)
 EV2278
 EV2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3977 ***********************************************************************
 EW3977  DESIGNATION -  18 H 1 C OF LA
 EW3977  PID         -  EW3977
 EW3977  STATE/COUNTY-  CA/LOS ANGELES
 EW3977  USGS QUAD   -  TOPANGA (1991)
 EW3977
 EW3977                         *CURRENT SURVEY CONTROL
 EW3977  ___________________________________________________________________
 EW3977* NAD 83(1986)-  34 01 43.     (N)    118 31 10.     (W)     SCALED    
 EW3977* NAVD 88     -         6.06   (+/-2cm)      19.9    (feet)  VERTCON   
 EW3977  ___________________________________________________________________
 EW3977  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EW3977  VERT ORDER  -  THIRD (See Below)
 EW3977
 EW3977.The horizontal coordinates were scaled from a topographic map and have
 EW3977.an estimated accuracy of +/- 6 seconds.
 EW3977
 EW3977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3977.The vertical order pertains to the NGVD 29 superseded value.
 EW3977
 EW3977.The geoid height was determined by GEOID03.
 EW3977
 EW3977;                    North         East    Units  Estimated Accuracy
 EW3977;SPC CA 5     -   558,760.    1,952,030.      MT  (+/- 180 meters Scaled)
 EW3977
 EW3977                          SUPERSEDED SURVEY CONTROL
 EW3977
 EW3977  NGVD 29 (??/??/??)    5.30   (m)           17.4    (f) RESET       3  
 EW3977
 EW3977.Superseded values are not recommended for survey control.
 EW3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3977.See file dsdata.txt to determine how the superseded data were derived.
 EW3977
 EW3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT597663(NAD 83)
 EW3977_MARKER: DD = SURVEY DISK
 EW3977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3977_SP_SET: GUARDRAIL
 EW3977_STAMPING: NO 18 H I 17.35
 EW3977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3977
 EW3977  HISTORY     - Date     Condition        Report By
 EW3977  HISTORY     - UNK      MONUMENTED       CA1980
 EW3977  HISTORY     - 1960     MARK NOT FOUND   NGS
 EW3977  HISTORY     - 1968     MARK NOT FOUND   NGS
 EW3977
 EW3977                          STATION DESCRIPTION
 EW3977
 EW3977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW3977'1.9 MI W FROM SANTA MONICA.
 EW3977'1.9 MILES WEST ALONG ROOSEVELT HIGHWAY (U.S. 101 ALT.) FROM THE
 EW3977'INTERSECTION OF COLORADO AVENUE AT SANTA MONICA, LOS ANGELES
 EW3977'COUNTY, 2.7 MILES EAST OF THE CASTELLAMMARE OVERHEAD BRIDGE,
 EW3977'AT THE JUNCTION OF WEST CHANNEL ROAD, AT SANTA MONICA CANYON,
 EW3977'10 FEET SOUTH OF THE PRODUCED SOUTHEAST CENTERLINE OF WEST
 EW3977'CHANNEL ROAD, 8.9 FEET WEST OF THE NORTHEAST END OF THE SOUTHWEST
 EW3977'ENTRANCE TO A SUBWAY UNDER THE HIGHWAY, IN THE WEST END OF THE
 EW3977'IRON GUARDRAIL ON THE PEDESTRIAN SUBWAY, AND 3.8 FEET SOUTHWEST
 EW3977'OF THE SOUTHWEST CURB OF THE HIGHWAY.  A CITY OF LOS ANGELES
 EW3977'STANDARD DISK STAMPED NO 18 H 1 17.35.
 EW3977
 EW3977                          STATION RECOVERY (1968)
 EW3977
 EW3977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EW3977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4529 ***********************************************************************
 AI4529  DESIGNATION -  18 JRH
 AI4529  PID         -  AI4529
 AI4529  STATE/COUNTY-  CA/SAN DIEGO
 AI4529  USGS QUAD   -  ARROYO TAPIADO (1975)
 AI4529
 AI4529                         *CURRENT SURVEY CONTROL
 AI4529  ___________________________________________________________________
 AI4529* NAD 83(1986)-  32 52 41.     (N)    116 12 35.     (W)     SCALED    
 AI4529* NAVD 88     -       218.136  (meters)     715.67   (feet)  ADJUSTED  
 AI4529  ___________________________________________________________________
 AI4529  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AI4529  DYNAMIC HT  -         217.873 (meters)     714.80  (feet)  COMP
 AI4529  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 AI4529
 AI4529  VERT ORDER  -  THIRD
 AI4529
 AI4529.The horizontal coordinates were scaled from a topographic map and have
 AI4529.an estimated accuracy of +/- 6 seconds.
 AI4529
 AI4529.The orthometric height was determined by differential leveling
 AI4529.and adjusted in May 2000.
 AI4529
 AI4529.The geoid height was determined by GEOID03.
 AI4529
 AI4529.The dynamic height is computed by dividing the NAVD 88
 AI4529.geopotential number by the normal gravity value computed on the
 AI4529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4529.degrees latitude (g = 980.6199 gals.).
 AI4529
 AI4529.The modeled gravity was interpolated from observed gravity values.
 AI4529
 AI4529;                    North         East    Units  Estimated Accuracy
 AI4529;SPC CA 6     -   578,900.    2,003,770.      MT  (+/- 180 meters Scaled)
 AI4529
 AI4529                          SUPERSEDED SURVEY CONTROL
 AI4529
 AI4529.No superseded survey control is available for this station.
 AI4529
 AI4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS739380(NAD 83)
 AI4529_MARKER: DB = BENCH MARK DISK
 AI4529_SETTING: 66 = SET IN ROCK OUTCROP
 AI4529_STAMPING: 18 JRH 713 1957
 AI4529_MARK LOGO: USGS  
 AI4529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4529+STABILITY: POSITION/ELEVATION WELL
 AI4529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4529+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2008
 AI4529
 AI4529  HISTORY     - Date     Condition        Report By
 AI4529  HISTORY     - 1957     MONUMENTED       USGS
 AI4529  HISTORY     - 19950406 GOOD             CADT
 AI4529  HISTORY     - 20080210 GOOD             INDIV
 AI4529
 AI4529                          STATION DESCRIPTION
 AI4529
 AI4529'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4529'THE STATION IS 15.5 MI (24.9 KM) NORTHWEST OF OCOTILLO ON THE
 AI4529'SOUTHWEST SIDE OF SAN DIEGO COUNTY ROUTE S-2 AT POST MILE 46.3. TO
 AI4529'REACH FROM THE INTERSECTION OF INTERSTATE 8 AND IMPERIAL COUNTY ROUTE
 AI4529'S-2 IN OCOTILLO, TRAVEL NORTH THEN WEST ON RTE S-2 FOR 1.35 MI (2.17
 AI4529'KM) TO THE INTERSECTION OF SHELL CANYON ROAD.  CONTINUE STRAIGHT AHEAD
 AI4529'WEST THEN NORTHWEST 7.1 MI (11.4 KM) TO THE MONUMENT MARKER OF
 AI4529'IMPERIAL COUNTY AND SAN DIEGO COUNTY LINE.  CONTINUE STRAIGHT AHEAD,
 AI4529'NORTHWEST, 10.2 MI (16.4 KM) TO THE INTERSECTION OF SWEENEY PASS ROAD
 AI4529'AND THE OVERLAND STAGE ROUTE OF 1849 AND THE STATION ON THE LEFT,
 AI4529'SOUTHWEST. THE STATION MARK IS 195 FT (59.4 M) WEST OF THE SIGN
 AI4529'MARKING THE INTERSECTION, 145 FT (44.2 M) SOUTHWEST OF THE CENTERLINE
 AI4529'OF S-2, 1.5 FT (0.5 M) NORTHEAST OF A METAL WITNESS POST, 3.3 FT (1.0
 AI4529'M) HIGHER THAN THE CENTERLINE OF S-2. THE STATION WAS LEVELED TO BY
 AI4529'CADT AS A PART OF THE 1995 PERIPHERAL RUN IN SAN DIEGO COUNTY TO
 AI4529'ESTABLISH NAVD 1988.
 AI4529
 AI4529                          STATION RECOVERY (2008)
 AI4529
 AI4529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AI4529'STATION FOUND WEST OF INTERSECTION OF SAN DIEGO COUNTY ROAD S-2 (AKA
 AI4529'SWEENEY PASS RD) AND THE GREAT SOUTHERN DESERT AND STAGE ROUTE OF
 AI4529'1849.
 AI4529'N32 52.676 W116 12.596
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0607 ***********************************************************************
 EU0607  DESIGNATION -  18 JRH USGS
 EU0607  PID         -  EU0607
 EU0607  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0607  USGS QUAD   -  MILLIGAN (1985)
 EU0607
 EU0607                         *CURRENT SURVEY CONTROL
 EU0607  ___________________________________________________________________
 EU0607* NAD 83(1986)-  34 16 45.     (N)    115 07 59.     (W)     SCALED    
 EU0607* NAVD 88     -       206.053  (meters)     676.03   (feet)  ADJUSTED  
 EU0607  ___________________________________________________________________
 EU0607  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EU0607  DYNAMIC HT  -         205.830 (meters)     675.29  (feet)  COMP
 EU0607  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 EU0607
 EU0607  VERT ORDER  -  FIRST     CLASS I
 EU0607
 EU0607.The horizontal coordinates were scaled from a topographic map and have
 EU0607.an estimated accuracy of +/- 6 seconds.
 EU0607
 EU0607.The orthometric height was determined by differential leveling
 EU0607.and adjusted in June 1991.
 EU0607
 EU0607.The geoid height was determined by GEOID03.
 EU0607
 EU0607.The dynamic height is computed by dividing the NAVD 88
 EU0607.geopotential number by the normal gravity value computed on the
 EU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0607.degrees latitude (g = 980.6199 gals.).
 EU0607
 EU0607.The modeled gravity was interpolated from observed gravity values.
 EU0607
 EU0607;                    North         East    Units  Estimated Accuracy
 EU0607;SPC CA 5     -   590,190.    2,263,950.      MT  (+/- 180 meters Scaled)
 EU0607
 EU0607                          SUPERSEDED SURVEY CONTROL
 EU0607
 EU0607  NGVD 29 (??/??/92)  205.403  (m)          673.89   (f) ADJ UNCH    1 1
 EU0607
 EU0607.Superseded values are not recommended for survey control.
 EU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0607.See file dsdata.txt to determine how the superseded data were derived.
 EU0607
 EU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT718946(NAD 83)
 EU0607_MARKER: DD = SURVEY DISK
 EU0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0607_SP_SET: CONCRETE POST
 EU0607_STAMPING: 18 JRH 674 1956
 EU0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0607+STABILITY: SURFACE MOTION
 EU0607
 EU0607  HISTORY     - Date     Condition        Report By
 EU0607  HISTORY     - 1956     MONUMENTED       USGS
 EU0607  HISTORY     - 1978     GOOD             NGS
 EU0607
 EU0607                          STATION DESCRIPTION
 EU0607
 EU0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0607'20.7 MI NW FROM RICE.
 EU0607'20.75 MILE NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION
 EU0607'OF THE TRACK LEADING SOUTH AT RICE, 0.1 MILE EAST OF MILEPOST 162, 97
 EU0607'FT. SOUTH OF THE SOUTH RAIL, 67 FT. SOUTH OF THE THIRD TELEPHONE POLE
 EU0607'EAST OF THE MILEPOST, 118 FT. WEST OF THE WEST END OF RAILROAD BRIDGE
 EU0607'NUMBER 161 9.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0362 ***********************************************************************
 FT0362  DESIGNATION -  18 KSM
 FT0362  PID         -  FT0362
 FT0362  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0362  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0362
 FT0362                         *CURRENT SURVEY CONTROL
 FT0362  ___________________________________________________________________
 FT0362* NAD 83(1992)-  35 31 46.71029(N)    117 11 55.29361(W)     ADJUSTED  
 FT0362* NAVD 88     -       681.929  (meters)    2237.30   (feet)  ADJUSTED  
 FT0362  ___________________________________________________________________
 FT0362  EPOCH DATE  -        1991.35
 FT0362  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 FT0362  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FT0362  DYNAMIC HT  -         681.187 (meters)    2234.86  (feet)  COMP
 FT0362  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 FT0362
 FT0362  HORZ ORDER  -  SECOND
 FT0362  VERT ORDER  -  FIRST     CLASS II
 FT0362
 FT0362.The horizontal coordinates were established by classical geodetic methods
 FT0362.and adjusted by the National Geodetic Survey in June 1996.
 FT0362.The horizontal coordinates are valid at the epoch date displayed above.
 FT0362.The epoch date for horizontal control is a decimal equivalence
 FT0362.of Year/Month/Day.
 FT0362
 FT0362.The orthometric height was determined by differential leveling
 FT0362.and adjusted in June 1991.
 FT0362
 FT0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT0362
 FT0362.The geoid height was determined by GEOID03.
 FT0362
 FT0362.The dynamic height is computed by dividing the NAVD 88
 FT0362.geopotential number by the normal gravity value computed on the
 FT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0362.degrees latitude (g = 980.6199 gals.).
 FT0362
 FT0362.The modeled gravity was interpolated from observed gravity values.
 FT0362
 FT0362;                    North         East     Units Scale Factor Converg.
 FT0362;SPC CA 5     -   725,437.471 2,072,675.679   MT  1.00001433   +0 27 24.3
 FT0362;SPC CA 5     - 2,380,039.44  6,800,103.46   sFT  1.00001433   +0 27 24.3
 FT0362;UTM  11      - 3,931,799.045   481,986.557   MT  0.99960400   -0 06 55.7
 FT0362
 FT0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0362!SPC CA 5     -   0.99989779  x   1.00001433  =   0.99991212
 FT0362!UTM  11      -   0.99989779  x   0.99960400  =   0.99950183
 FT0362
 FT0362|---------------------------------------------------------------------|
 FT0362| PID    Reference Object                     Distance      Geod. Az  |
 FT0362|                                                           dddmmss.s |
 FT0362| FT0364 18 KSM RM 1                           8.280 METERS 09239     |
 FT0362| FT0363 18 KSM RM 2                           6.919 METERS 19030     |
 FT0362| FT0360 17 KSM                                             2562250.2 |
 FT0362|---------------------------------------------------------------------|
 FT0362
 FT0362                          SUPERSEDED SURVEY CONTROL
 FT0362
 FT0362  NAD 83(1992)-  35 31 46.70546(N)    117 11 55.29353(W) AD(1991.35) 2
 FT0362  NAD 83(1986)-  35 31 46.71164(N)    117 11 55.28997(W) AD(1984.00) 2
 FT0362  NAD 27      -  35 31 46.84600(N)    117 11 52.12900(W) AD(       ) 2
 FT0362  NGVD 29 (??/??/92)  681.154  (m)         2234.75   (f) ADJ UNCH    1 2
 FT0362
 FT0362.Superseded values are not recommended for survey control.
 FT0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0362.See file dsdata.txt to determine how the superseded data were derived.
 FT0362
 FT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV8198731799(NAD 83)
 FT0362_MARKER: DD = SURVEY DISK
 FT0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0362_STAMPING: 2235 18KSM 1946
 FT0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0362+STABILITY: SURFACE MOTION
 FT0362
 FT0362  HISTORY     - Date     Condition        Report By
 FT0362  HISTORY     - 1950     MONUMENTED       CGS
 FT0362  HISTORY     - 1950     GOOD             NGS
 FT0362
 FT0362                          STATION DESCRIPTION
 FT0362
 FT0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (MTP)
 FT0362'THE STATION IS LOCATED IN THE MOJAVE GUNNERY RANGE B.  ABOUT 29
 FT0362'MILES EAST-NORTHEAST OF JOHANNESBURG AND 19 MILES SOUTH-SOUTHEAST
 FT0362'OF TRONA.  IT IS 20 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 FT0362'ROAD RUNNING EAST AND WEST THROUGH THE CENTER OF THE MOJAVE
 FT0362'GUNNERY RANGE B.  THE STATION MARK IS A BRONZE USGS BENCH MARK
 FT0362'DISK, SET IN A CEMENT-FILLED PIPE WHICH IS 8 INCHES IN DIAMETER
 FT0362'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED 18 KSM 1946.
 FT0362'
 FT0362'REFERENCE MARK NO. 1 IS A USC AND GS DISK SET IN A ROUND CEMENT
 FT0362'POST WHICH IS ABOUT 14 INCHES IN DIAMETER AND PROJECTS 4 INCHES.
 FT0362'THE DISK IS STAMPED KSM 18 NO 1 1946.
 FT0362'
 FT0362'REFERENCE MARK NO. 2 IS A USC AND GS DISK SET IN A 15-INCH SQUARE
 FT0362'CEMENT POST, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED KSM
 FT0362'NO 2 1946.
 FT0362'
 FT0362'THE AZIMUTH MARK IS A USGS BRONZE BENCH MARK DISK SET IN A
 FT0362'ROUND CEMENT-FILLED PIPE WHICH IS 8 INCHES IN DIAMETER AND
 FT0362'PROJECTS 6 INCHES.  THE DISK IS STAMPED 17 KSM 1946.
 FT0362'
 FT0362'TO REACH FROM THE NAVAL ORDNANCE TEST STATION AT CHINA LAKE,
 FT0362'GO SOUTH TO RIDGECREST.  AT RIDGECREST, TURN LEFT (EAST) AND
 FT0362'GO 11.3 MILES TO A REVERSE Y FORK.  TAKE THE RIGHT FORK OF THE Y
 FT0362'TOWARD RANDSBURG FOR 0.8 MILE TO A DIRT ROAD ON THE LEFT.  TAKE
 FT0362'THIS ROAD SOUTH FOR 4.2 MILES TO A Y FORK.  TAKE THE RIGHT FORK
 FT0362'FOR 1.6 MILES TO A Y FORK.  TAKE THE LEFT FORK AND GO 0.8 MILE
 FT0362'TO A Y FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO A CROSSROAD.
 FT0362'CONTINUE ACROSS ROAD FOR 0.9 MILE TO A RAILROAD CROSSING
 FT0362'IDENTIFIED BY THE SIGN, SPANGLER.  CROSS THE TRACKS AND
 FT0362'TURN LEFT ON THE MAIN TRAVELED ROAD AND GO 0.3 MILE TO A
 FT0362'REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO
 FT0362'A Y FORK.  TAKE THE LEFT FORK FOR 5.7 MILES TO A Y FORK WITH THE
 FT0362'RIGHT FORK LEADING TO SANDORO.  CONTINUE STRAIGHT AHEAD
 FT0362'FOR 4.0 MILES TO STATION AS DESCRIBED.
 FT0362
 FT0362                          STATION RECOVERY (1950)
 FT0362
 FT0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 FT0362'38 MI SE FROM RIDGECREST.
 FT0362'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0362'WASH, MOJAVE GUNNERY RANGE B 7.1 MILES NORTHEAST ALONG THE ROAD
 FT0362'FROM SIGN SANDORA 20 FT SOUTH OF THE CENTER LINE OF THE ROAD, 50
 FT0362'FT SOUTH OF A PILE OF ROCKS.  THE STATION IS A USGS BM SET IN A
 FT0362'8 IN CYLINDRICAL CONCRETE POST PROJECTING 5 IN ABOVE THE GROUND
 FT0362'AND IS STAMPED 2235 18KSM 1946.  DIRECTIONS TO REACH THE STATION
 FT0362'MAY BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY
 FT0362'ON THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0364 ***********************************************************************
 FT0364  DESIGNATION -  18 KSM RM 1
 FT0364  PID         -  FT0364
 FT0364  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0364  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0364
 FT0364                         *CURRENT SURVEY CONTROL
 FT0364  ___________________________________________________________________
 FT0364* NAD 83(1986)-  35 31 42.     (N)    117 11 48.     (W)     SCALED    
 FT0364* NAVD 88     -       681.866  (meters)    2237.09   (feet)  ADJUSTED  
 FT0364  ___________________________________________________________________
 FT0364  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FT0364  DYNAMIC HT  -         681.125 (meters)    2234.66  (feet)  COMP
 FT0364  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 FT0364
 FT0364  VERT ORDER  -  FIRST     CLASS II
 FT0364
 FT0364.The horizontal coordinates were scaled from a topographic map and have
 FT0364.an estimated accuracy of +/- 6 seconds.
 FT0364
 FT0364.The orthometric height was determined by differential leveling
 FT0364.and adjusted in June 1991.
 FT0364
 FT0364.The geoid height was determined by GEOID03.
 FT0364
 FT0364.The dynamic height is computed by dividing the NAVD 88
 FT0364.geopotential number by the normal gravity value computed on the
 FT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0364.degrees latitude (g = 980.6199 gals.).
 FT0364
 FT0364.The modeled gravity was interpolated from observed gravity values.
 FT0364
 FT0364;                    North         East    Units  Estimated Accuracy
 FT0364;SPC CA 5     -   725,290.    2,072,860.      MT  (+/- 180 meters Scaled)
 FT0364
 FT0364                          SUPERSEDED SURVEY CONTROL
 FT0364
 FT0364  NGVD 29 (??/??/92)  681.092  (m)         2234.55   (f) ADJ UNCH    1 2
 FT0364
 FT0364.Superseded values are not recommended for survey control.
 FT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0364.See file dsdata.txt to determine how the superseded data were derived.
 FT0364
 FT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV821316(NAD 83)
 FT0364_MARKER: DR = REFERENCE MARK DISK
 FT0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0364_STAMPING: 18 KSM NO 1 1946
 FT0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0364+STABILITY: SURFACE MOTION
 FT0364
 FT0364  HISTORY     - Date     Condition        Report By
 FT0364  HISTORY     - 1946     MONUMENTED       CGS
 FT0364  HISTORY     - 1950     GOOD             NGS
 FT0364
 FT0364                          STATION DESCRIPTION
 FT0364
 FT0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0364'38 MI SE FROM RIDGECREST.
 FT0364'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0364'WASH, MOJAVE GUNNERY RANGE B 7.1 MILES NORTHEAST ALONG THE ROAD
 FT0364'FROM SIGN SANDORA 33 FT EAST OF BM 18 KSM USGS AND 30 FT SOUTH
 FT0364'OF THE CENTER LINE OF THE ROAD.  THE STATION IS A USC AND GS
 FT0364'REFERENCE MARK SET IN A 14 IN CYLINDRICAL CONCRETE POST
 FT0364'PROJECTING 4 IN ABOVE THE GROUND AND IS STAMPED 18 KSM NO 1
 FT0364'1946.  DIRECTIONS TO REACH THE STATION MAY BE OBTAINED FROM
 FT0364'RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE
 FT0364'TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0363 ***********************************************************************
 FT0363  DESIGNATION -  18 KSM RM 2
 FT0363  PID         -  FT0363
 FT0363  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0363  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0363
 FT0363                         *CURRENT SURVEY CONTROL
 FT0363  ___________________________________________________________________
 FT0363* NAD 83(1986)-  35 31 42.     (N)    117 11 50.     (W)     SCALED    
 FT0363* NAVD 88     -       682.014  (meters)    2237.57   (feet)  ADJUSTED  
 FT0363  ___________________________________________________________________
 FT0363  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FT0363  DYNAMIC HT  -         681.273 (meters)    2235.14  (feet)  COMP
 FT0363  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 FT0363
 FT0363  VERT ORDER  -  FIRST     CLASS II
 FT0363
 FT0363.The horizontal coordinates were scaled from a topographic map and have
 FT0363.an estimated accuracy of +/- 6 seconds.
 FT0363
 FT0363.The orthometric height was determined by differential leveling
 FT0363.and adjusted in June 1991.
 FT0363
 FT0363.The geoid height was determined by GEOID03.
 FT0363
 FT0363.The dynamic height is computed by dividing the NAVD 88
 FT0363.geopotential number by the normal gravity value computed on the
 FT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0363.degrees latitude (g = 980.6199 gals.).
 FT0363
 FT0363.The modeled gravity was interpolated from observed gravity values.
 FT0363
 FT0363;                    North         East    Units  Estimated Accuracy
 FT0363;SPC CA 5     -   725,290.    2,072,810.      MT  (+/- 180 meters Scaled)
 FT0363
 FT0363                          SUPERSEDED SURVEY CONTROL
 FT0363
 FT0363  NGVD 29 (??/??/92)  681.240  (m)         2235.03   (f) ADJ UNCH    1 2
 FT0363
 FT0363.Superseded values are not recommended for survey control.
 FT0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0363.See file dsdata.txt to determine how the superseded data were derived.
 FT0363
 FT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV821316(NAD 83)
 FT0363_MARKER: DR = REFERENCE MARK DISK
 FT0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0363_STAMPING: 18 KSM NO 2 1946
 FT0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0363+STABILITY: SURFACE MOTION
 FT0363
 FT0363  HISTORY     - Date     Condition        Report By
 FT0363  HISTORY     - 1946     MONUMENTED       CGS
 FT0363  HISTORY     - 1950     GOOD             NGS
 FT0363
 FT0363                          STATION DESCRIPTION
 FT0363
 FT0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0363'38 MI SE FROM RIDGECREST.
 FT0363'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0363'WASH, MOJAVE GUNNERY RANGE B 7.1 MILES NORTHEAST ALONG THE ROAD
 FT0363'FROM SIGN SANDORA 32 FT SOUTH OF BM 18 KSM USGS AND 60 FT SOUTH
 FT0363'OF THE CENTER LINE OF THE ROAD.  THE STATION IS A USC AND GS
 FT0363'REFERENCE MARK SET IN A 14 IN SQUARE CONCRETE POST PROJECTING
 FT0363'8 IN ABOVE THE GROUND, AND IS STAMPED NO 2 KSM 18 1946.
 FT0363'DIRECTIONS TO REACH THE STATION MAY BE OBTAINED FROM RANGE DESIGN
 FT0363'IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE8717 ***********************************************************************
 AE8717  DESIGNATION -  18 M
 AE8717  PID         -  AE8717
 AE8717  STATE/COUNTY-  CA/LASSEN
 AE8717  USGS QUAD   -  PINE CREEK VALLEY (1995)
 AE8717
 AE8717                         *CURRENT SURVEY CONTROL
 AE8717  ___________________________________________________________________
 AE8717* NAD 83(2007)-  40 34 21.34019(N)    121 04 27.92962(W)     ADJUSTED  
 AE8717* NAVD 88     -      1719.8    (meters)    5642.     (feet)  GPS OBS   
 AE8717  ___________________________________________________________________
 AE8717  EPOCH DATE  -        2007.00
 AE8717  X           -  -2,504,821.585 (meters)                     COMP
 AE8717  Y           -  -4,156,483.884 (meters)                     COMP
 AE8717  Z           -   4,127,589.971 (meters)                     COMP
 AE8717  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 AE8717  ELLIP HEIGHT-        1696.736 (meters)          (02/10/07) ADJUSTED
 AE8717  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AE8717
 AE8717  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8717  Type    PID    Designation                      North   East  Ellip
 AE8717  -------------------------------------------------------------------
 AE8717  NETWORK AE8717 18 M                              0.71   0.86   3.02
 AE8717  -------------------------------------------------------------------
 AE8717
 AE8717.The horizontal coordinates were established by GPS observations
 AE8717.and adjusted by the National Geodetic Survey in February 2007.
 AE8717
 AE8717.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8717.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8717.The horizontal coordinates are valid at the epoch date displayed above.
 AE8717.The epoch date for horizontal control is a decimal equivalence
 AE8717.of Year/Month/Day.
 AE8717
 AE8717.The orthometric height was determined by GPS observations and a
 AE8717.high-resolution geoid model.
 AE8717
 AE8717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8717
 AE8717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8717
 AE8717.The ellipsoidal height was determined by GPS observations
 AE8717.and is referenced to NAD 83.
 AE8717
 AE8717.The geoid height was determined by GEOID03.
 AE8717
 AE8717;                    North         East     Units Scale Factor Converg.
 AE8717;SPC CA 1     -   638,018.004 2,078,365.398   MT  0.99990508   +0 36 18.8
 AE8717;SPC CA 1     - 2,093,230.73  6,818,770.48   sFT  0.99990508   +0 36 18.8
 AE8717;UTM  10      - 4,493,094.506   662,990.183   MT  0.99992701   +1 15 09.7
 AE8717
 AE8717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8717!SPC CA 1     -   0.99973391  x   0.99990508  =   0.99963901
 AE8717!UTM  10      -   0.99973391  x   0.99992701  =   0.99966094
 AE8717
 AE8717                          SUPERSEDED SURVEY CONTROL
 AE8717
 AE8717  NAD 83(1998)-  40 34 21.33978(N)    121 04 27.92970(W) AD(2004.69) A
 AE8717  ELLIP H (09/13/05) 1696.751  (m)                       GP(2004.69) 4 1
 AE8717  NAD 83(1992)-  40 34 21.33625(N)    121 04 27.92538(W) AD(1991.35) 1
 AE8717  ELLIP H (04/22/98) 1696.889  (m)                       GP(1991.35) 4 1
 AE8717
 AE8717.Superseded values are not recommended for survey control.
 AE8717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8717.See file dsdata.txt to determine how the superseded data were derived.
 AE8717
 AE8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6299093095(NAD 83)
 AE8717_MARKER: DB = BENCH MARK DISK
 AE8717_SETTING: 80 = SET IN A BOULDER
 AE8717_STAMPING: 18 M 1932
 AE8717_MARK LOGO: USGS  
 AE8717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8717+STABILITY: SURFACE MOTION
 AE8717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8717+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 AE8717
 AE8717  HISTORY     - Date     Condition        Report By
 AE8717  HISTORY     - 1932     MONUMENTED       USGS
 AE8717  HISTORY     - 19930630 GOOD             CADT
 AE8717  HISTORY     - 20031223 GOOD             CADT
 AE8717  HISTORY     - 20041005 GOOD             CADT
 AE8717
 AE8717                          STATION DESCRIPTION
 AE8717
 AE8717'DESCRIBED BY CALTRANS 1993 (JRL)
 AE8717'THE STATION IS LOCATED NEAR THE BOGARD SAFETY REST AREA ON STATE
 AE8717'HIGHWAY 44, ABOUT 27 MI (43.5 KM) EAST OF THE NORTH ENTRANCE STATION
 AE8717'OF LASSEN VOLCANIC NATIONAL PARK AND 25 MI (40.2 KM) NORTHWEST OF
 AE8717'SUSANVILLE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AE8717'36 AND 44, ABOUT 6 MI (9.7 KM) WEST OF SUSANVILLE, GO NORTHWEST ON
 AE8717'HIGHWAY 44 FOR 18.0 MI (29.0 KM) TO THE INTERSECTION WITH LASSEN
 AE8717'COUNTY ROAD A-21.  CONTINUE NORTHWEST ON HIGHWAY 44 FOR 3.4 MI (5.5
 AE8717'KM) TO A TRACK ROAD LEFT AND THE STATION IN THE SOUTHEAST QUADRANT OF
 AE8717'THE INTERSECTION AT POST MILE 15.85.  THE STATION IS 1.35 MI (2.17 KM)
 AE8717'SOUTHEAST OF THE BOGARD SAFETY REST AREA.  THE STATION IS A USGS BENCH
 AE8717'MARK DISK SET FLUSH IN A PARTIALLY EXPOSED LAVA BOULDER, 50.6 FT (15.4
 AE8717'M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 44, 5.4 FT (1.6 M) NORTHWEST
 AE8717'OF A METAL WITNESS POST AND 5.0 FT (1.5 M) NORTHWEST OF A CARSONITE
 AE8717'WITNESS POST.  THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN
 AE8717'DENSIFICATION SURVEY.
 AE8717
 AE8717                          STATION RECOVERY (2003)
 AE8717
 AE8717'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 AE8717'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 AE8717'HEIGHT  MODERNIZATION PROJECT.
 AE8717
 AE8717                          STATION RECOVERY (2004)
 AE8717
 AE8717'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 AE8717'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 AE8717'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0930 ***********************************************************************
 KT0930  DESIGNATION -  18 S USGS
 KT0930  PID         -  KT0930
 KT0930  STATE/COUNTY-  CA/MENDOCINO
 KT0930  USGS QUAD   -  COVELO EAST (1994)
 KT0930
 KT0930                         *CURRENT SURVEY CONTROL
 KT0930  ___________________________________________________________________
 KT0930* NAD 83(1986)-  39 47 39.     (N)    123 14 53.     (W)     SCALED    
 KT0930* NAVD 88     -       427.09   (+/-2cm)    1401.2    (feet)  VERTCON   
 KT0930  ___________________________________________________________________
 KT0930  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 KT0930  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0930
 KT0930.The horizontal coordinates were scaled from a topographic map and have
 KT0930.an estimated accuracy of +/- 6 seconds.
 KT0930
 KT0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0930.The vertical order pertains to the NGVD 29 superseded value.
 KT0930
 KT0930.The geoid height was determined by GEOID03.
 KT0930
 KT0930;                    North         East    Units  Estimated Accuracy
 KT0930;SPC CA 2     -   736,910.    1,893,110.      MT  (+/- 180 meters Scaled)
 KT0930
 KT0930                          SUPERSEDED SURVEY CONTROL
 KT0930
 KT0930  NGVD 29 (??/??/92)  426.178  (m)         1398.22   (f) ADJ UNCH    1 2
 KT0930
 KT0930.Superseded values are not recommended for survey control.
 KT0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0930.See file dsdata.txt to determine how the superseded data were derived.
 KT0930
 KT0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK787049(NAD 83)
 KT0930_MARKER: DB = BENCH MARK DISK
 KT0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0930_SP_SET: BUILDING
 KT0930_STAMPING: 18 S 1924 1398
 KT0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0930
 KT0930  HISTORY     - Date     Condition        Report By
 KT0930  HISTORY     - 1924     MONUMENTED       USGS
 KT0930  HISTORY     - 1966     GOOD             NGS
 KT0930
 KT0930                          STATION DESCRIPTION
 KT0930
 KT0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0930'AT COVELO.
 KT0930'AT COVELO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KT0930'HOWARD STREET AND LONGVALE-COVELO ROAD, SET VERTICALLY IN THE
 KT0930'NORTH FACE OF THE EAST END OF A BUILDING, 0.1 MILE EAST OF THE
 KT0930'POST OFFICE, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0144 ***********************************************************************
 DY0144  DESIGNATION -  18 SCECO
 DY0144  PID         -  DY0144
 DY0144  STATE/COUNTY-  CA/LOS ANGELES
 DY0144  USGS QUAD   -  LONG BEACH (1981)
 DY0144
 DY0144                         *CURRENT SURVEY CONTROL
 DY0144  ___________________________________________________________________
 DY0144* NAD 83(1986)-  33 46 05.     (N)    118 13 35.     (W)     SCALED    
 DY0144* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 DY0144  ___________________________________________________________________
 DY0144  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0144  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0144
 DY0144.The horizontal coordinates were scaled from a topographic map and have
 DY0144.an estimated accuracy of +/- 6 seconds.
 DY0144
 DY0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0144.The vertical order pertains to the NGVD 29 superseded value.
 DY0144
 DY0144.The geoid height was determined by GEOID03.
 DY0144
 DY0144;                    North         East    Units  Estimated Accuracy
 DY0144;SPC CA 5     -   529,760.    1,979,030.      MT  (+/- 180 meters Scaled)
 DY0144
 DY0144                          SUPERSEDED SURVEY CONTROL
 DY0144
 DY0144  NGVD 29 (??/??/92)    0.113  (m)            0.37   (f) ADJ UNCH    1 2
 DY0144
 DY0144.Superseded values are not recommended for survey control.
 DY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0144.See file dsdata.txt to determine how the superseded data were derived.
 DY0144
 DY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864371(NAD 83)
 DY0144_MARKER: DB = BENCH MARK DISK
 DY0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0144_SP_SET: WALL
 DY0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0144
 DY0144  HISTORY     - Date     Condition        Report By
 DY0144  HISTORY     - UNK      MONUMENTED       SCECO
 DY0144  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0144
 DY0144                          STATION DESCRIPTION
 DY0144
 DY0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0144'AT LONG BEACH.
 DY0144'ON TERMINAL ISLAND, ON THE SOUTH SIDE OF CERRITOS CHANNEL, ON THE
 DY0144'SOUTHERN CALIFORNIA EDISON CO. POWERLINE RIGHT-OF-WAY, 59 FEET
 DY0144'NORTH OF A SECONDARY ROAD, 39 FEET NORTH OF A LARGE GAS PIPE,
 DY0144'WEST OF POWER-LINE TOWER MOT 2, AT A GROUP OF FOUR UNUSED CONCRETE
 DY0144'BASES FOR A TOWER, IN THE TOP OF THE CONCRETE WALL CONNECTING
 DY0144'THE SOUTHWEST BASE AND THE SOUTHEAST BASE, 2 FEET NORTHWEST OF
 DY0144'THE SOUTHWEST CONCRETE BLOCK, AND 6 INCHES EAST OF THE WESTERNMOST
 DY0144'BASE.  A 9/16-INCH PIN.  NOTE-- THE FOUR UNUSED CONCRETE BLOCKS
 DY0144'MENTIONED IN LITHO LIST DATED JULY 10, 1947 WERE NOT FOUND.
 DY0144'THE AREA IN THIS LOCATION HAS HAD FILL ADDED AND IT IS BELIEVED
 DY0144'THAT THE MARK IS STILL GOOD BUT BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0085 ***********************************************************************
 JT0085  DESIGNATION -  18 TKM
 JT0085  PID         -  JT0085
 JT0085  STATE/COUNTY-  CA/LAKE
 JT0085  USGS QUAD   -  WILSON VALLEY (1993)
 JT0085
 JT0085                         *CURRENT SURVEY CONTROL
 JT0085  ___________________________________________________________________
 JT0085* NAD 83(1986)-  38 53 11.     (N)    122 29 59.     (W)     SCALED    
 JT0085* NAVD 88     -       619.20   (+/-2cm)    2031.5    (feet)  VERTCON   
 JT0085  ___________________________________________________________________
 JT0085  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JT0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0085
 JT0085.The horizontal coordinates were scaled from a topographic map and have
 JT0085.an estimated accuracy of +/- 6 seconds.
 JT0085
 JT0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0085.The vertical order pertains to the NGVD 29 superseded value.
 JT0085
 JT0085.The geoid height was determined by GEOID03.
 JT0085
 JT0085;                    North         East    Units  Estimated Accuracy
 JT0085;SPC CA 2     -   635,520.    1,956,650.      MT  (+/- 180 meters Scaled)
 JT0085
 JT0085                          SUPERSEDED SURVEY CONTROL
 JT0085
 JT0085  NGVD 29 (??/??/92)  618.326  (m)         2028.62   (f) ADJ UNCH    1 2
 JT0085
 JT0085.Superseded values are not recommended for survey control.
 JT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0085.See file dsdata.txt to determine how the superseded data were derived.
 JT0085
 JT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ433042(NAD 83)
 JT0085_MARKER: DD = SURVEY DISK
 JT0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT0085_SP_SET: CULVERT
 JT0085_STAMPING: 18 TKM 2028 1942
 JT0085_MARK LOGO: USGS  
 JT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0085+STABILITY: SURFACE MOTION
 JT0085
 JT0085  HISTORY     - Date     Condition        Report By
 JT0085  HISTORY     - 1942     MONUMENTED       USGS
 JT0085  HISTORY     - 1966     GOOD             NGS
 JT0085  HISTORY     - 1985     GOOD             HLS
 JT0085
 JT0085                          STATION DESCRIPTION
 JT0085
 JT0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0085'7.3 MI SE FROM LOWER LAKE.
 JT0085'7.3 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0085'OFFICE AT LOWER LAKE, AT THE CROSSING OF A SMALL CREEK, ON
 JT0085'THE OUTSIDE OF A CURVE, IN THE TOP OF A LARGE OUTCROP PROJECTING
 JT0085'ABOUT 3 1/2 FEET, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JT0085'15 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF AN 18-INCH
 JT0085'PIPE CULVERT, 9 FEET EAST OF THE CENTER OF THE CREEK, 4.8
 JT0085'FEET EAST OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN
 JT0085'THE ROAD.
 JT0085
 JT0085                          STATION RECOVERY (1985)
 JT0085
 JT0085'RECOVERY NOTE BY HUNTER LAND SURVEYING COMPANY 1985
 JT0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1202 ***********************************************************************
 DC1202  DESIGNATION -  18 USE
 DC1202  PID         -  DC1202
 DC1202  STATE/COUNTY-  CA/SAN DIEGO
 DC1202  USGS QUAD   -  DEL MAR (1975)
 DC1202
 DC1202                         *CURRENT SURVEY CONTROL
 DC1202  ___________________________________________________________________
 DC1202* NAD 83(1986)-  32 52 51.     (N)    117 08 07.     (W)     SCALED    
 DC1202* NAVD 88     -       135.97   (+/-2cm)     446.1    (feet)  VERTCON   
 DC1202  ___________________________________________________________________
 DC1202  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DC1202  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1202
 DC1202.The horizontal coordinates were scaled from a topographic map and have
 DC1202.an estimated accuracy of +/- 6 seconds.
 DC1202
 DC1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1202.The vertical order pertains to the NGVD 29 superseded value.
 DC1202
 DC1202.The geoid height was determined by GEOID03.
 DC1202
 DC1202;                    North         East    Units  Estimated Accuracy
 DC1202;SPC CA 6     -   579,560.    1,917,160.      MT  (+/- 180 meters Scaled)
 DC1202
 DC1202                          SUPERSEDED SURVEY CONTROL
 DC1202
 DC1202  NGVD 29 (??/??/??)  135.320  (m)          443.96   (f) ADJUSTED    1 2
 DC1202
 DC1202.Superseded values are not recommended for survey control.
 DC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1202.See file dsdata.txt to determine how the superseded data were derived.
 DC1202
 DC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS873380(NAD 83)
 DC1202_MARKER: S = SPIKE
 DC1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1202_SP_SET: POWER POLE
 DC1202_STAMPING: BM NO 18 EL 447.46
 DC1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1202
 DC1202  HISTORY     - Date     Condition        Report By
 DC1202  HISTORY     - UNK      MONUMENTED       DOD
 DC1202  HISTORY     - 1955     GOOD             NGS
 DC1202
 DC1202                          STATION DESCRIPTION
 DC1202
 DC1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1202'AT MIRAMAR NAAS.
 DC1202'AT MIRAMAR NAVAL AUXILIARY AIR STATION, 0.3 MILE EAST ALONG A
 DC1202'PAVED STREET FROM THE CONTROL TOWER, THENCE 0.4 MILE NORTH
 DC1202'ALONG A PAVED STREET, AT THE TOP OF THE NORTH BANK OF A ROAD
 DC1202'DIP, 19 FEET WEST OF THE CENTER LINE OF THE STREET, ABOUT 1 FOOT
 DC1202'HIGHER THAN THE STREET, 0.1 FOOT BELOW A METAL PLATE STAMPED
 DC1202'BM NO. 18 EL 447.46, AND DRIVEN IN THE EAST SIDE OF A POWER
 DC1202'LINE POLE 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1433 ***********************************************************************
 DY1433  DESIGNATION -  18 USGS
 DY1433  PID         -  DY1433
 DY1433  STATE/COUNTY-  CA/LOS ANGELES
 DY1433  USGS QUAD   -  INGLEWOOD (1981)
 DY1433
 DY1433                         *CURRENT SURVEY CONTROL
 DY1433  ___________________________________________________________________
 DY1433* NAD 83(1986)-  33 59 22.     (N)    118 16 19.     (W)     SCALED    
 DY1433* NAVD 88     -        48.90   (+/-2cm)     160.4    (feet)  VERTCON   
 DY1433  ___________________________________________________________________
 DY1433  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DY1433  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1433
 DY1433.The horizontal coordinates were scaled from a topographic map and have
 DY1433.an estimated accuracy of +/- 6 seconds.
 DY1433
 DY1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1433.The vertical order pertains to the NGVD 29 superseded value.
 DY1433
 DY1433.The geoid height was determined by GEOID03.
 DY1433
 DY1433;                    North         East    Units  Estimated Accuracy
 DY1433;SPC CA 5     -   554,330.    1,974,870.      MT  (+/- 180 meters Scaled)
 DY1433
 DY1433                          SUPERSEDED SURVEY CONTROL
 DY1433
 DY1433  NGVD 29 (??/??/92)   48.135  (m)          157.92   (f) ADJ UNCH    1 2
 DY1433
 DY1433.Superseded values are not recommended for survey control.
 DY1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1433.See file dsdata.txt to determine how the superseded data were derived.
 DY1433
 DY1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT825617(NAD 83)
 DY1433_MARKER: DD = SURVEY DISK
 DY1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1433_STAMPING: 18 1922
 DY1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1433+STABILITY: SURFACE MOTION
 DY1433
 DY1433  HISTORY     - Date     Condition        Report By
 DY1433  HISTORY     - 1922     MONUMENTED       USGS
 DY1433  HISTORY     - 1946     GOOD             NGS
 DY1433  HISTORY     - 1961     GOOD             USGS
 DY1433
 DY1433                          STATION DESCRIPTION
 DY1433
 DY1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1433'AT LOS ANGELES.
 DY1433'AT LOS ANGELES, AT THE INTERSECTION OF MAIN STREET AND SLAUSON
 DY1433'AVENUE, 20.5 FEET WEST OF THE WEST CURBLINE OF MAIN STREET,
 DY1433'1.5 FEET NORTH OF THE NORTH CURBLINE OF SLAUSON AVENUE, 14.0 FEET
 DY1433'SOUTH OF THE SOUTH RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 DY1433'RAILWAY, 0.3 FOOT HIGHER THAN THE TOP OF THE CURB AND 0.1 FOOT
 DY1433'ABOVE THE GROUND, IN THE TOP OF A CONCRETE POST.  A UNITED
 DY1433'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 18 1922.
 DY1433
 DY1433                          STATION RECOVERY (1961)
 DY1433
 DY1433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DY1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1947 ***********************************************************************
 GU1947  DESIGNATION -  18 USGS
 GU1947  PID         -  GU1947
 GU1947  STATE/COUNTY-  CA/SANTA CRUZ
 GU1947  USGS QUAD   -  SANTA CRUZ (1994)
 GU1947
 GU1947                         *CURRENT SURVEY CONTROL
 GU1947  ___________________________________________________________________
 GU1947* NAD 83(1986)-  36 58 29.     (N)    122 01 34.     (W)     SCALED    
 GU1947* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 GU1947  ___________________________________________________________________
 GU1947  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU1947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1947
 GU1947.The horizontal coordinates were scaled from a topographic map and have
 GU1947.an estimated accuracy of +/- 6 seconds.
 GU1947
 GU1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1947.The vertical order pertains to the NGVD 29 superseded value.
 GU1947
 GU1947.The geoid height was determined by GEOID03.
 GU1947
 GU1947;                    North         East    Units  Estimated Accuracy
 GU1947;SPC CA 3     -   553,790.    1,864,120.      MT  (+/- 180 meters Scaled)
 GU1947
 GU1947                          SUPERSEDED SURVEY CONTROL
 GU1947
 GU1947  NGVD 29 (??/??/92)    5.32   (m)           17.5    (f) COMPUTED    2 0
 GU1947
 GU1947.Superseded values are not recommended for survey control.
 GU1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1947.See file dsdata.txt to determine how the superseded data were derived.
 GU1947
 GU1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF866925(NAD 83)
 GU1947_MARKER: DB = BENCH MARK DISK
 GU1947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1947_SP_SET: BASE OF STONE ARCH
 GU1947_STAMPING: SF 18 1908 27
 GU1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1947
 GU1947  HISTORY     - Date     Condition        Report By
 GU1947  HISTORY     - 1908     MONUMENTED       USGS
 GU1947  HISTORY     - 1958     MARK NOT FOUND   NGS
 GU1947
 GU1947                          STATION DESCRIPTION
 GU1947
 GU1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU1947'AT SANTA CRUZ.
 GU1947'AT SANTA CRUZ, SANTA CRUZ COUNTY, AT THE INTERSECTION OF
 GU1947'PACIFIC AND COPPER AVENUES, AT THE COUNTY COURTHOUSE, AND IN
 GU1947'THE BASE OF THE STONE ARCH AT THE EAST SIDE OF THE ENTRANCE.
 GU1947'THE HORIZONTAL LINE ON THE SHANK OF THE UNITED STATES GEOLOGICAL
 GU1947'SURVEY STANDARD DISK, STAMPED SF 18 1908 27 SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0011 ***********************************************************************
 DY0011  DESIGNATION -  18 USN
 DY0011  PID         -  DY0011
 DY0011  STATE/COUNTY-  CA/LOS ANGELES
 DY0011  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0011
 DY0011                         *CURRENT SURVEY CONTROL
 DY0011  ___________________________________________________________________
 DY0011* NAD 83(1986)-  33 46 36.     (N)    118 07 17.     (W)     SCALED    
 DY0011* NAVD 88     -        24.48   (+/-2cm)      80.3    (feet)  VERTCON   
 DY0011  ___________________________________________________________________
 DY0011  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0011  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0011
 DY0011.The horizontal coordinates were scaled from a topographic map and have
 DY0011.an estimated accuracy of +/- 6 seconds.
 DY0011
 DY0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0011.The vertical order pertains to the NGVD 29 superseded value.
 DY0011
 DY0011.The geoid height was determined by GEOID03.
 DY0011
 DY0011;                    North         East    Units  Estimated Accuracy
 DY0011;SPC CA 5     -   530,700.    1,988,760.      MT  (+/- 180 meters Scaled)
 DY0011
 DY0011                          SUPERSEDED SURVEY CONTROL
 DY0011
 DY0011  NGVD 29 (??/??/92)   23.726  (m)           77.84   (f) ADJ UNCH    1 2
 DY0011
 DY0011.Superseded values are not recommended for survey control.
 DY0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0011.See file dsdata.txt to determine how the superseded data were derived.
 DY0011
 DY0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT961379(NAD 83)
 DY0011_MARKER: X = CHISELED CROSS
 DY0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0011_SP_SET: CONCRETE BASE
 DY0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0011
 DY0011  HISTORY     - Date     Condition        Report By
 DY0011  HISTORY     - UNK      MONUMENTED       DOD
 DY0011  HISTORY     - 1954     GOOD             NGS
 DY0011  HISTORY     - 1958     GOOD             NGS
 DY0011  HISTORY     - 20061226 MARK NOT FOUND   GEOCAC
 DY0011
 DY0011                          STATION DESCRIPTION
 DY0011
 DY0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0011'AT LONG BEACH.
 DY0011'AT LONG BEACH, AT THE VETERANS ADMINISTRATION (FORMER U.S. NAVAL)
 DY0011'HOSPITAL, 0.2 MILE NORTHWEST OF THE SEVENTH STREET ENTRANCE,
 DY0011'0.1 MILE (4 STREET LIGHT POLES) WEST ALONG MAGNOLINA ROAD FROM
 DY0011'THE JUNCTION OF THE ENTRANCE ROAD, ON THE INSIDE OF A SHARP
 DY0011'TURN, IN THE TOP OF THE CONCRETE BASE OF A LIGHT POLE, 1.2 FEET EAST
 DY0011'OF THE SOUTHWEST CORNER OF THE BASE, 0.9 FOOT NORTHEAST OF THE
 DY0011'NORTHEAST CURB OF THE ROAD, 0.25 FOOT SOUTHWEST OF THE SOUTHWEST
 DY0011'SIDE OF THE POLE, AND LEVEL WITH THE CURB.
 DY0011
 DY0011                          STATION RECOVERY (1958)
 DY0011
 DY0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0011'RECOVERED IN GOOD CONDITION.
 DY0011
 DY0011                          STATION RECOVERY (2006)
 DY0011
 DY0011'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0011'AN EXTENSIVE SEARCH OF THE AREA DID NOT LOCATE THE MARK OR THE
 DY0011'LOCATION. IT WOULD APPEAR THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0112 ***********************************************************************
 FT0112  DESIGNATION -  18 WR
 FT0112  PID         -  FT0112
 FT0112  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0112  USGS QUAD   -  WEST OF NELSON LAKE (1986)
 FT0112
 FT0112                         *CURRENT SURVEY CONTROL
 FT0112  ___________________________________________________________________
 FT0112* NAD 83(2007)-  35 25 09.82218(N)    116 53 34.10772(W)     ADJUSTED  
 FT0112* NAVD 88     -       976.773  (meters)    3204.63   (feet)  ADJUSTED  
 FT0112  ___________________________________________________________________
 FT0112  EPOCH DATE  -        2007.00
 FT0112  X           -  -2,354,055.166 (meters)                     COMP
 FT0112  Y           -  -4,641,540.180 (meters)                     COMP
 FT0112  Z           -   3,676,432.002 (meters)                     COMP
 FT0112  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FT0112  ELLIP HEIGHT-         946.140 (meters)          (02/10/07) ADJUSTED
 FT0112  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FT0112  DYNAMIC HT  -         975.637 (meters)    3200.90  (feet)  COMP
 FT0112
 FT0112  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FT0112  Type    PID    Designation                      North   East  Ellip
 FT0112  -------------------------------------------------------------------
 FT0112  NETWORK FT0112 18 WR                             1.31   1.37   3.25
 FT0112  -------------------------------------------------------------------
 FT0112  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 FT0112
 FT0112  VERT ORDER  -  FIRST     CLASS I
 FT0112
 FT0112.The horizontal coordinates were established by GPS observations
 FT0112.and adjusted by the National Geodetic Survey in February 2007.
 FT0112
 FT0112.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FT0112.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FT0112.The horizontal coordinates are valid at the epoch date displayed above.
 FT0112.The epoch date for horizontal control is a decimal equivalence
 FT0112.of Year/Month/Day.
 FT0112
 FT0112.The orthometric height was determined by differential leveling
 FT0112.and adjusted in June 1991.
 FT0112
 FT0112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FT0112
 FT0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT0112
 FT0112.The ellipsoidal height was determined by GPS observations
 FT0112.and is referenced to NAD 83.
 FT0112
 FT0112.The geoid height was determined by GEOID03.
 FT0112
 FT0112.The dynamic height is computed by dividing the NAVD 88
 FT0112.geopotential number by the normal gravity value computed on the
 FT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0112.degrees latitude (g = 980.6199 gals.).
 FT0112
 FT0112.The modeled gravity was interpolated from observed gravity values.
 FT0112
 FT0112;                    North         East     Units Scale Factor Converg.
 FT0112;SPC CA 5     -   713,469.769 2,100,552.105   MT  0.99999004   +0 37 52.0
 FT0112;SPC CA 5     - 2,340,775.40  6,891,561.36   sFT  0.99999004   +0 37 52.0
 FT0112;UTM  11      - 3,919,559.269   509,731.306   MT  0.99960117   +0 03 43.6
 FT0112
 FT0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0112!SPC CA 5     -   0.99985152  x   0.99999004  =   0.99984156
 FT0112!UTM  11      -   0.99985152  x   0.99960117  =   0.99945275
 FT0112
 FT0112                          SUPERSEDED SURVEY CONTROL
 FT0112
 FT0112  NAD 83(1992)-  35 25 09.81986(N)    116 53 34.10534(W) AD(1996.34) B
 FT0112  ELLIP H (03/24/98)  946.204  (m)                       GP(       ) 1 2
 FT0112  NAVD 88 (03/24/98)  976.77   (m)         3204.6    (f) LEVELING    3  
 FT0112  NGVD 29 (??/??/92)  975.957  (m)         3201.95   (f) ADJ UNCH    1 1
 FT0112
 FT0112.Superseded values are not recommended for survey control.
 FT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0112.See file dsdata.txt to determine how the superseded data were derived.
 FT0112
 FT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV0973119559(NAD 83)
 FT0112_MARKER: DD = SURVEY DISK
 FT0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0112_STAMPING: 18 WR 1947
 FT0112_MARK LOGO: USGS  
 FT0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 FT0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0112+STABILITY: SURFACE MOTION
 FT0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT0112+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1997
 FT0112
 FT0112  HISTORY     - Date     Condition        Report By
 FT0112  HISTORY     - 1947     MONUMENTED       USGS
 FT0112  HISTORY     - 1963     GOOD             NGS
 FT0112  HISTORY     - 1977     GOOD             NGS
 FT0112  HISTORY     - 19970415 GOOD             NGS
 FT0112
 FT0112                          STATION DESCRIPTION
 FT0112
 FT0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0112'23.5 MI NW FROM CAMP IRWIN.
 FT0112'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0112'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0112'PICKERING ROAD, THENCE 13.65 MILES NORTHWEST AND NORTHEAST ALONG
 FT0112'RECHTIN ROAD, THENCE 0.9 MILE WEST ALONG A DIRT ROAD, AT THE
 FT0112'NORTH BASE OF A ROCKY RIDGE, 301 1/2 FEET SOUTH OF THE CENTER
 FT0112'LINE OF THE ROAD, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A
 FT0112'DIM TRACK ROAD, 4.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 FT0112'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FT0112'0.5 FOOT ABOVE THE GROUND.
 FT0112
 FT0112                          STATION RECOVERY (1977)
 FT0112
 FT0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0112'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0112'GOLDSTONE ROAD AT FORT IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0112'NASA ROAD, THENCE 14.1 MILES NORTHWEST ALONG GOLDSTONE ROAD,
 FT0112'THENCE 0.65 MILE WEST ALONG A GRADED ROAD, AT THE JUNCTION OF A
 FT0112'DIRT ROAD LEADING NORTHWEST, AT THE NORTH BASE OF A ROCKY HILL,
 FT0112'AT THE EAST END OF SEVERAL PILES OF DIRT, 302.5 FT. SOUTH OF THE
 FT0112'CENTER LINE OF THE GRADED ROAD.
 FT0112
 FT0112                          STATION RECOVERY (1997)
 FT0112
 FT0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 FT0112'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED IN SAN BERNARDINO,
 FT0112'CALIFORNIA APPROXIMATELY 37 MI (59.5 KM) NORTH-NORTHEAST OF BARSTOW
 FT0112'NEAR THE NASA MARS ANTENNA STATION ON THE GOLDSTONE DEEP SPACE
 FT0112'TRACKING STATION.  TO REACH FROM BARSTOW, TAKE CALIFORNIA STATE
 FT0112'HIGHWAY 58 EAST TO INTERSTATE HIGHWAY 15 EAST.  TAKE THE FT.  IRWIN
 FT0112'ROAD EXIT (TO THE NORTH) .  FOLLOW FT.  IRWIN ROAD FOR 27.7 MI (44.6
 FT0112'KM) TO THE FT.  IRWIN MAIN GATE AND NASA ROAD JUST BEYOND. THEN LEFT
 FT0112'(NORTHWEST) ONTO NASA ROAD AND FOLLOW FOR 5.1 MI (8.2 KM) TO GOLDSTONE
 FT0112'ROAD.  FOLLOW GOLDSTONE ROAD TO THE NORTH FOR 13.65 MI (21.97 KM) TO A
 FT0112'GRADED ROAD LEADING WEST AND MARKED LEACH LAKE ROAD. FOLLOW LEACH LAKE
 FT0112'ROAD FOR APPROX.  0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.  IT IS
 FT0112'297 FT.  (90.5 M) SOUTH OF THE CENTERLINE OF LEACH LAKE ROAD BEHIND
 FT0112'THE RUBBLE AT THE BASE OF THE HILL.  THE GRADED ROAD IN THE 1977
 FT0112'RECOVERY IS NOW MARKED LEACH LAKE ROAD AND ADDITIONAL RUBBLE HAS BEEN
 FT0112'DUMPED NEAR THE STATION.  AN OLD STYLE B/W PLACARD ON A STEEL
 FT0112'FENCEPOST IS ADJACENT TO THE STATION AND VISIBLE FROM LEACH LAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1074 ***********************************************************************
 JS1074  DESIGNATION -  18.24 USE
 JS1074  PID         -  JS1074
 JS1074  STATE/COUNTY-  CA/SACRAMENTO
 JS1074  USGS QUAD   -  BRUCEVILLE (1980)
 JS1074
 JS1074                         *CURRENT SURVEY CONTROL
 JS1074  ___________________________________________________________________
 JS1074* NAD 83(1986)-  38 18 23.     (N)    121 25 28.     (W)     SCALED    
 JS1074* NAVD 88     -         6.21   (+/-2cm)      20.4    (feet)  VERTCON   
 JS1074  ___________________________________________________________________
 JS1074  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JS1074  VERT ORDER  -  THIRD (See Below)
 JS1074
 JS1074.The horizontal coordinates were scaled from a topographic map and have
 JS1074.an estimated accuracy of +/- 6 seconds.
 JS1074
 JS1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1074.The vertical order pertains to the NGVD 29 superseded value.
 JS1074
 JS1074.The geoid height was determined by GEOID03.
 JS1074
 JS1074;                    North         East    Units  Estimated Accuracy
 JS1074;SPC CA 2     -   571,170.    2,050,340.      MT  (+/- 180 meters Scaled)
 JS1074
 JS1074                          SUPERSEDED SURVEY CONTROL
 JS1074
 JS1074  NGVD 29 (??/??/??)    5.48   (m)           18.0    (f) RESET       3  
 JS1074
 JS1074.Superseded values are not recommended for survey control.
 JS1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1074.See file dsdata.txt to determine how the superseded data were derived.
 JS1074
 JS1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH377409(NAD 83)
 JS1074_MARKER: P = PIPE CAP
 JS1074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1074_SP_SET: IRON PIPE
 JS1074_STAMPING: 18.24
 JS1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1074
 JS1074  HISTORY     - Date     Condition        Report By
 JS1074  HISTORY     - UNK      MONUMENTED       DOD
 JS1074  HISTORY     - 1951     GOOD             NGS
 JS1074
 JS1074                          STATION DESCRIPTION
 JS1074
 JS1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1074'AT FRANKLIN AIRPORT.
 JS1074'AT THE FRANKLIN AIRPORT, 0.4 MILE NORTHWEST OF THE OFFICE
 JS1074'BUILDING, NEAR THE CENTER OF THE NORTHEAST SIDE OF THE
 JS1074'NORTHEAST-SOUTHWEST RUNWAY, 123.0 FEET NORTHEAST OF THE NORTHEAST
 JS1074'EDGE OF THE RUNWAY, 93.0 FEET NORTHEAST OF A FENCE, 2.8 FEET
 JS1074'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND
 JS1074'SCREWED ON TOP OF A 3 1/2-INCH GALVANIZED IRON PIPE, ENCASED
 JS1074'IN CONCRETE AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3910 ***********************************************************************
 HS3910  DESIGNATION -  180 A CO
 HS3910  PID         -  HS3910
 HS3910  STATE/COUNTY-  CA/ALAMEDA
 HS3910  USGS QUAD   -  CEDAR MTN (1994)
 HS3910
 HS3910                         *CURRENT SURVEY CONTROL
 HS3910  ___________________________________________________________________
 HS3910* NAD 83(1986)-  37 30 45.     (N)    121 32 28.     (W)     SCALED    
 HS3910* NAVD 88     -       697.64   (+/-2cm)    2288.8    (feet)  VERTCON   
 HS3910  ___________________________________________________________________
 HS3910  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HS3910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3910
 HS3910.The horizontal coordinates were scaled from a topographic map and have
 HS3910.an estimated accuracy of +/- 6 seconds.
 HS3910
 HS3910.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3910.The vertical order pertains to the NGVD 29 superseded value.
 HS3910
 HS3910.The geoid height was determined by GEOID03.
 HS3910
 HS3910;                    North         East    Units  Estimated Accuracy
 HS3910;SPC CA 3     -   612,880.    1,907,960.      MT  (+/- 180 meters Scaled)
 HS3910
 HS3910                          SUPERSEDED SURVEY CONTROL
 HS3910
 HS3910  NGVD 29 (??/??/92)  696.750  (m)         2285.92   (f) ADJ UNCH    2 0
 HS3910
 HS3910.Superseded values are not recommended for survey control.
 HS3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3910.See file dsdata.txt to determine how the superseded data were derived.
 HS3910
 HS3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG289527(NAD 83)
 HS3910_MARKER: DD = SURVEY DISK
 HS3910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3910_STAMPING: 180
 HS3910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3910+STABILITY: SURFACE MOTION
 HS3910
 HS3910  HISTORY     - Date     Condition        Report By
 HS3910  HISTORY     - UNK      MONUMENTED       CA-001
 HS3910  HISTORY     - 1961     GOOD             NGS
 HS3910
 HS3910                          STATION DESCRIPTION
 HS3910
 HS3910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3910'20.3 MI SE FROM LIVERMORE.
 HS3910'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3910'LIVERMORE, THENCE 18.0 MILES SOUTHEAST ALONG MINES ROAD, ON THE
 HS3910'OUTSIDE OF A CURVE, AT THE JUNCTION OF A DIM DIRT ROAD EAST-SOUTHEAST,
 HS3910'32 FEET EAST-NORTHEAST OF THE CENTER LINE OF MINES ROAD, 12 FEET
 HS3910'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE DIM DIRT ROAD, 37 FEET
 HS3910'NORTH OF THE CENTER OF THE EAST END OF 18-INCH PIPE CULVERT 18.50,
 HS3910'4 FEET NORTH OF AN 18-INCH OAK TREE, 1.0 FOOT EAST-NORTHEAST OF A
 HS3910'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 HS3910'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1576 ***********************************************************************
 FU1576  DESIGNATION -  180 A DWR
 FU1576  PID         -  FU1576
 FU1576  STATE/COUNTY-  CA/KERN
 FU1576  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1576
 FU1576                         *CURRENT SURVEY CONTROL
 FU1576  ___________________________________________________________________
 FU1576* NAD 83(1986)-  35 19 07.     (N)    119 23 38.     (W)     SCALED    
 FU1576* NAVD 88     -        98.37   (+/-2cm)     322.7    (feet)  VERTCON   
 FU1576  ___________________________________________________________________
 FU1576  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 FU1576  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1576
 FU1576.The horizontal coordinates were scaled from a topographic map and have
 FU1576.an estimated accuracy of +/- 6 seconds.
 FU1576
 FU1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1576.The vertical order pertains to the NGVD 29 superseded value.
 FU1576
 FU1576.The geoid height was determined by GEOID03.
 FU1576
 FU1576;                    North         East    Units  Estimated Accuracy
 FU1576;SPC CA 5     -   702,610.    1,873,260.      MT  (+/- 180 meters Scaled)
 FU1576
 FU1576                          SUPERSEDED SURVEY CONTROL
 FU1576
 FU1576  NGVD 29 (??/??/92)   97.560  (m)          320.08   (f) ADJ UNCH    1 1
 FU1576
 FU1576.Superseded values are not recommended for survey control.
 FU1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1576.See file dsdata.txt to determine how the superseded data were derived.
 FU1576
 FU1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV823110(NAD 83)
 FU1576_MARKER: DD = SURVEY DISK
 FU1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1576_STAMPING: BM 180A 1959
 FU1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1576+STABILITY: SURFACE MOTION
 FU1576
 FU1576  HISTORY     - Date     Condition        Report By
 FU1576  HISTORY     - 1959     MONUMENTED       CADWR
 FU1576  HISTORY     - 1964     GOOD             NGS
 FU1576  HISTORY     - 1966     GOOD             NGS
 FU1576
 FU1576                          STATION DESCRIPTION
 FU1576
 FU1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1576'3.3 MI NW FROM TUPMAN.
 FU1576'1.8 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT
 FU1576'TUPMAN, THENCE 1.0 MILE WEST ALONG A TRACK ROAD AND POWER LINE,
 FU1576'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 0.5 MILE SOUTH OF
 FU1576'BENCH MARK Z 980, 38 1/2 FEET EAST OF THE CENTER LINE OF THE
 FU1576'ROAD, 0.6 FOOT WEST OF A FENCE, 2.8 FEET SOUTH OF A WITNESS
 FU1576'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 FU1576'POST WHICH PROJECTS 0.1 FOOT.
 FU1576
 FU1576                          STATION RECOVERY (1966)
 FU1576
 FU1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1581 ***********************************************************************
 FU1581  DESIGNATION -  180 DWR
 FU1581  PID         -  FU1581
 FU1581  STATE/COUNTY-  CA/KERN
 FU1581  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1581
 FU1581                         *CURRENT SURVEY CONTROL
 FU1581  ___________________________________________________________________
 FU1581* NAD 83(1986)-  35 19 35.     (N)    119 24 43.     (W)     SCALED    
 FU1581* NAVD 88     -        92.69   (+/-2cm)     304.1    (feet)  VERTCON   
 FU1581  ___________________________________________________________________
 FU1581  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 FU1581  VERT ORDER  -  THIRD (See Below)
 FU1581
 FU1581.The horizontal coordinates were scaled from a topographic map and have
 FU1581.an estimated accuracy of +/- 6 seconds.
 FU1581
 FU1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1581.The vertical order pertains to the NGVD 29 superseded value.
 FU1581
 FU1581.The geoid height was determined by GEOID03.
 FU1581
 FU1581;                    North         East    Units  Estimated Accuracy
 FU1581;SPC CA 5     -   703,500.    1,871,630.      MT  (+/- 180 meters Scaled)
 FU1581
 FU1581                          SUPERSEDED SURVEY CONTROL
 FU1581
 FU1581  NGVD 29 (??/??/??)   91.87   (m)          301.4    (f) RESET       3  
 FU1581
 FU1581.Superseded values are not recommended for survey control.
 FU1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1581.See file dsdata.txt to determine how the superseded data were derived.
 FU1581
 FU1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV807119(NAD 83)
 FU1581_MARKER: P = PIPE CAP
 FU1581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1581_STAMPING: BM 180 1959
 FU1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1581
 FU1581  HISTORY     - Date     Condition        Report By
 FU1581  HISTORY     - 1959     MONUMENTED       CADWR
 FU1581  HISTORY     - 1964     GOOD             NGS
 FU1581
 FU1581                          STATION DESCRIPTION
 FU1581
 FU1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1581'4.7 MI NW FROM TUPMAN.
 FU1581'1.95 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT
 FU1581'TUPMAN, THENCE 2.45 MILES NORTHWEST ALONG A DIRT ROAD WHICH
 FU1581'FOLLOWS THE SOUTHWEST SIDE OF A CANAL, THENCE 0.3 MILE SOUTH
 FU1581'ALONG A TRACK ROAD AND FENCE LINE, AT A FENCE CORNER, 14 1/2
 FU1581'FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST
 FU1581'OF FENCE CORNER POST, 2.4 FEET SOUTHEAST OF A WITNESS POST,
 FU1581'ABOUT LEVEL WITH THE ROAD, A CAP ON A 1 1/2-INCH PIPE WHICH
 FU1581'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3679 ***********************************************************************
 EW3679  DESIGNATION -  180+00 CAHD
 EW3679  PID         -  EW3679
 EW3679  STATE/COUNTY-  CA/KERN
 EW3679  USGS QUAD   -  GRAPEVINE (1991)
 EW3679
 EW3679                         *CURRENT SURVEY CONTROL
 EW3679  ___________________________________________________________________
 EW3679* NAD 83(1986)-  34 58 37.     (N)    118 56 31.     (W)     SCALED    
 EW3679* NAVD 88     -       365.39   (+/-2cm)    1198.8    (feet)  VERTCON   
 EW3679  ___________________________________________________________________
 EW3679  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 EW3679  VERT ORDER  -  THIRD (See Below)
 EW3679
 EW3679.The horizontal coordinates were scaled from a topographic map and have
 EW3679.an estimated accuracy of +/- 6 seconds.
 EW3679
 EW3679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3679.The vertical order pertains to the NGVD 29 superseded value.
 EW3679
 EW3679.The geoid height was determined by GEOID03.
 EW3679
 EW3679;                    North         East    Units  Estimated Accuracy
 EW3679;SPC CA 5     -   664,230.    1,914,000.      MT  (+/- 180 meters Scaled)
 EW3679
 EW3679                          SUPERSEDED SURVEY CONTROL
 EW3679
 EW3679  NGVD 29 (??/??/??)  364.61   (m)         1196.2    (f) RESET       3  
 EW3679
 EW3679.Superseded values are not recommended for survey control.
 EW3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3679.See file dsdata.txt to determine how the superseded data were derived.
 EW3679
 EW3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU227722(NAD 83)
 EW3679_MARKER: DD = SURVEY DISK
 EW3679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3679_STAMPING: 180+00
 EW3679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3679+STABILITY: SURFACE MOTION
 EW3679
 EW3679  HISTORY     - Date     Condition        Report By
 EW3679  HISTORY     - UNK      MONUMENTED       CADH
 EW3679  HISTORY     - 1964     GOOD             NGS
 EW3679  HISTORY     - 1968     MARK NOT FOUND   NGS
 EW3679
 EW3679                          STATION DESCRIPTION
 EW3679
 EW3679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW3679'1.9 MI S FROM WHEELER RIDGE.
 EW3679'1.9 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 EW3679'WHEELER RIDGE, 18.1 FEET EAST OF THE EAST EDGE OF THE CONCRETE
 EW3679'PAVEMENT OF THE WEST TRAFFIC LANES, 139 FEET SOUTHEAST AND
 EW3679'ACROSS THE WEST TRAFFIC LANES FROM LIGHT POLE NO. A-83.51, 112
 EW3679'FEET WEST-SOUTHWEST AND ACROSS THE EAST TRAFFIC LANES FROM
 EW3679'POWER POLE 10, 2.0 FEET NORTH OF HIGHWAY STATION MARKER 180+00,
 EW3679'ABOUT 3 1/2 FEET LOWER THAN THE WEST LANES, AND SET IN THE
 EW3679'TOP OF A CONCRETE POST 1.5 FEET UNDERGROUND.
 EW3679
 EW3679                          STATION RECOVERY (1968)
 EW3679
 EW3679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EW3679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0047 ***********************************************************************
 HT0047  DESIGNATION -  180+99.91 EBMUD
 HT0047  PID         -  HT0047
 HT0047  STATE/COUNTY-  CA/ALAMEDA
 HT0047  USGS QUAD   -  OAKLAND EAST (1997)
 HT0047
 HT0047                         *CURRENT SURVEY CONTROL
 HT0047  ___________________________________________________________________
 HT0047* NAD 83(1986)-  37 51 10.     (N)    122 14 21.     (W)     SCALED    
 HT0047* NAVD 88     -       106.56   (+/-2cm)     349.6    (feet)  VERTCON   
 HT0047  ___________________________________________________________________
 HT0047  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0047  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0047
 HT0047.The horizontal coordinates were scaled from a topographic map and have
 HT0047.an estimated accuracy of +/- 6 seconds.
 HT0047
 HT0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0047.The vertical order pertains to the NGVD 29 superseded value.
 HT0047
 HT0047.The geoid height was determined by GEOID03.
 HT0047
 HT0047;                    North         East    Units  Estimated Accuracy
 HT0047;SPC CA 3     -   651,560.    1,846,960.      MT  (+/- 180 meters Scaled)
 HT0047
 HT0047                          SUPERSEDED SURVEY CONTROL
 HT0047
 HT0047  NGVD 29 (??/??/??)  105.707  (m)          346.81   (f) ADJUSTED    1 1
 HT0047
 HT0047.Superseded values are not recommended for survey control.
 HT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0047.See file dsdata.txt to determine how the superseded data were derived.
 HT0047
 HT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG669897(NAD 83)
 HT0047_MARKER: DD = SURVEY DISK
 HT0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0047_SP_SET: WALL
 HT0047_STAMPING: 180+99.91
 HT0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0047
 HT0047  HISTORY     - Date     Condition        Report By
 HT0047  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0047  HISTORY     - 1958     GOOD             NGS
 HT0047  HISTORY     - 1967     GOOD             NGS
 HT0047
 HT0047                          STATION DESCRIPTION
 HT0047
 HT0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0047'AT OAKLAND.
 HT0047'AT OAKLAND, ALAMEDA COUNTY, 0.1 MILE NORTH OF THE INTERSECTION
 HT0047'OF CHABOT ROAD AND GOLDEN GATE AVENUE, NORTH OF CLAREMONT
 HT0047'LABORATORY, AT THE WEST PORTAL OF CLAREMONT TUNNEL, IN THE
 HT0047'MIDDLE OF THE CONCRETE WALL, AND ABOUT 3 FEET HIGHER THAN THE
 HT0047'LAWN.  AN EAST BAY MUNICIPAL UTILITY DISTRICT STANDARD DISK,
 HT0047'STAMPED 180+99.91 AND SET VERTICALLY.
 HT0047
 HT0047                          STATION RECOVERY (1967)
 HT0047
 HT0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0412 ***********************************************************************
 EV0412  DESIGNATION -  1800 SB
 EV0412  PID         -  EV0412
 EV0412  STATE/COUNTY-  CA/RIVERSIDE
 EV0412  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0412
 EV0412                         *CURRENT SURVEY CONTROL
 EV0412  ___________________________________________________________________
 EV0412* NAD 83(1986)-  34 00 28.     (N)    116 34 29.     (W)     SCALED    
 EV0412* NAVD 88     -       549.93   (+/-2cm)    1804.2    (feet)  VERTCON   
 EV0412  ___________________________________________________________________
 EV0412  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV0412  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0412
 EV0412.The horizontal coordinates were scaled from a topographic map and have
 EV0412.an estimated accuracy of +/- 6 seconds.
 EV0412
 EV0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0412.The vertical order pertains to the NGVD 29 superseded value.
 EV0412
 EV0412.The geoid height was determined by GEOID03.
 EV0412
 EV0412;                    North         East    Units  Estimated Accuracy
 EV0412;SPC CA 6     -   704,240.    1,970,000.      MT  (+/- 180 meters Scaled)
 EV0412
 EV0412                          SUPERSEDED SURVEY CONTROL
 EV0412
 EV0412  NGVD 29 (??/??/92)  549.13   (m)         1801.6    (f) COMPUTED    1 2
 EV0412
 EV0412.Superseded values are not recommended for survey control.
 EV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0412.See file dsdata.txt to determine how the superseded data were derived.
 EV0412
 EV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT392631(NAD 83)
 EV0412_MARKER: DD = SURVEY DISK
 EV0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0412_STAMPING: 1800 S B
 EV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0412+STABILITY: SURFACE MOTION
 EV0412
 EV0412  HISTORY     - Date     Condition        Report By
 EV0412  HISTORY     - UNK      MONUMENTED       USGS
 EV0412  HISTORY     - 1944     GOOD             NGS
 EV0412
 EV0412                          STATION DESCRIPTION
 EV0412
 EV0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0412'13.2 MI SW FROM LONE STAR.
 EV0412'ALONG THE BANNING-TWENTY NINE PALMS ROAD, 13.2 MILES SOUTHWEST
 EV0412'OF THE LILLEYS STORE AT LONE STAR, 1.0 MILE NORTH OF THE
 EV0412'INTERSECTION OF THE AQUEDUCT ROAD WITH THE TWENTY NINE PALMS
 EV0412'ROAD, SET IN THE TOP OF A ROUND CONCRETE POST, 320 FEET NORTH
 EV0412'OF A ROAD LEADING WEST AND A TOWN AND MILEAGE SIGN, 57 FEET
 EV0412'NORTH OF THE INTERSECTION OF A ROAD LEADING SOUTHWEST, 24 FEET
 EV0412'NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD AND 2.8 FEET EAST
 EV0412'OF A WHITE REFERENCE POST.  A UNITED STATES GEOLOGICAL SURVEY
 EV0412'STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0415 ***********************************************************************
 EV0415  DESIGNATION -  1800 SB RESET
 EV0415  PID         -  EV0415
 EV0415  STATE/COUNTY-  CA/RIVERSIDE
 EV0415  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0415
 EV0415                         *CURRENT SURVEY CONTROL
 EV0415  ___________________________________________________________________
 EV0415* NAD 83(1986)-  34 00 39.     (N)    116 34 31.     (W)     SCALED    
 EV0415* NAVD 88     -       561.240  (meters)    1841.33   (feet)  READJUSTED
 EV0415  ___________________________________________________________________
 EV0415  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV0415  DYNAMIC HT  -         560.570 (meters)    1839.14  (feet)  COMP
 EV0415  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 EV0415
 EV0415  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0415
 EV0415.The horizontal coordinates were scaled from a topographic map and have
 EV0415.an estimated accuracy of +/- 6 seconds.
 EV0415
 EV0415.The orthometric height was determined by differential leveling
 EV0415.and adjusted in February 1993.
 EV0415.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0415.distribution rate of 1.1 thru 2.0 mm/km.
 EV0415.The height was derived from older observations constrained to new
 EV0415.heights in a crustal motion area.  The height is approximate in
 EV0415.relation to other heights in its vicinity.
 EV0415
 EV0415.The geoid height was determined by GEOID03.
 EV0415
 EV0415.The dynamic height is computed by dividing the NAVD 88
 EV0415.geopotential number by the normal gravity value computed on the
 EV0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0415.degrees latitude (g = 980.6199 gals.).
 EV0415
 EV0415.The modeled gravity was interpolated from observed gravity values.
 EV0415
 EV0415;                    North         East    Units  Estimated Accuracy
 EV0415;SPC CA 6     -   704,580.    1,969,950.      MT  (+/- 180 meters Scaled)
 EV0415
 EV0415                          SUPERSEDED SURVEY CONTROL
 EV0415
 EV0415  NGVD 29 (??/??/92)  560.434  (m)         1838.69   (f) ADJ UNCH    1 1
 EV0415
 EV0415.Superseded values are not recommended for survey control.
 EV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0415.See file dsdata.txt to determine how the superseded data were derived.
 EV0415
 EV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT392634(NAD 83)
 EV0415_MARKER: DD = SURVEY DISK
 EV0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV0415_SP_SET: HEADWALL
 EV0415_STAMPING: U.S.G.S. B.M. 1800 SB RESET 1966
 EV0415_MARK LOGO: CADH  
 EV0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0415+STABILITY: SURFACE MOTION
 EV0415
 EV0415  HISTORY     - Date     Condition        Report By
 EV0415  HISTORY     - 1966     MONUMENTED       CGS
 EV0415  HISTORY     - 1963     GOOD             NGS
 EV0415  HISTORY     - 1976     GOOD             NGS
 EV0415  HISTORY     - 1978     GOOD             NGS
 EV0415  HISTORY     - 1983     GOOD             USGS
 EV0415  HISTORY     - 1986     GOOD             NGS
 EV0415
 EV0415                          STATION DESCRIPTION
 EV0415
 EV0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EV0415'8.5 MI NE FROM DESERT HOT SPRINGS.
 EV0415'4.9 MILES WEST ON PIERSON BLVD. FROM THE POST OFFICE AT DESERT
 EV0415'HOT SPRINGS, 3.6 MILES NORTH ON CALIFORNIA STATE HWY. 62, 31 FT.
 EV0415'WEST OF THE SOUTH BD. LANES OF THE HWY, 2 FT. LOWER THAN THE
 EV0415'HWY, ON TOP OF AND 1.5 FT. NORTH OF THE SOUTH END OF A 15 INCH
 EV0415'BY 16 FT. DOUBLE CONCRETE BOX CULVERT, FOUND A STANDARD DISK,
 EV0415'CALIF. DEPT. OF HWY.
 EV0415
 EV0415                          STATION RECOVERY (1976)
 EV0415
 EV0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV0415'3.05 MILE SOUTHWEST ALONG STATE HIGHWAY 6I FROM THE POST OFFICE ON
 EV0415'PARADISE AVENUE AT MORONGO VALLEY, IN TOP OF THE SOUTH END OF THE
 EV0415'WEST CONCRETE DOUBLE BOX CULVERT UNDER HIGHWAY, 32 FT WEST OF THE
 EV0415'CENTER LINE OF THE SOUTH BOUND LANES, 11 FT WEST OF THE WEST CURB, 12
 EV0415'FT WEST OF HIGHWAY MARKER 6.86, 2 FT NORTH FROM SOUTH END OF THE
 EV0415'CULVERT.
 EV0415
 EV0415                          STATION RECOVERY (1978)
 EV0415
 EV0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0415'RECOVERED IN GOOD CONDITION.
 EV0415
 EV0415                          STATION RECOVERY (1983)
 EV0415
 EV0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0415'RECOVERED IN GOOD CONDITION.
 EV0415
 EV0415                          STATION RECOVERY (1986)
 EV0415
 EV0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV0415'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.76 KM (2.96
 EV0415'MI) SOUTH ALONG STATE HIGHWAY 62 FROM THE POST OFFICE IN MORONGO
 EV0415'VALLEY, NEAR THE SOUTH END OF A CONCRETE DIVIDER BETWEEN THE 4-LANES
 EV0415'OF THE HIGHWAY, IN TOP OF THE SOUTH END OF THE WEST HEADWALL FOR A
 EV0415'DOUBLE BOX CULVERT, 9.5 METERS (31.2 FT) SOUTHWEST OF THE SOUTH BOUND
 EV0415'HIGHWAY CENTERLINE AND 0.5 METER (1.5 FT) NORTH OF THE SOUTH END OF
 EV0415'THE HEADWALL.
 EV0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1077 ***********************************************************************
 DW1077  DESIGNATION -  1803.628 MWDSC
 DW1077  PID         -  DW1077
 DW1077  STATE/COUNTY-  CA/RIVERSIDE
 DW1077  USGS QUAD   -  HAYFIELD (1987)
 DW1077
 DW1077                         *CURRENT SURVEY CONTROL
 DW1077  ___________________________________________________________________
 DW1077* NAD 83(1986)-  33 41 48.     (N)    115 40 55.     (W)     SCALED    
 DW1077* NAVD 88     -       550.394  (meters)    1805.75   (feet)  ADJUSTED  
 DW1077  ___________________________________________________________________
 DW1077  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DW1077  DYNAMIC HT  -         549.742 (meters)    1803.61  (feet)  COMP
 DW1077  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 DW1077  OBS GRAVITY -     979,433.1   (mgal)                       GRAV_OBS
 DW1077
 DW1077  VERT ORDER  -  FIRST     CLASS I
 DW1077
 DW1077.The horizontal coordinates were scaled from a topographic map and have
 DW1077.an estimated accuracy of +/- 6 seconds.
 DW1077
 DW1077.The orthometric height was determined by differential leveling
 DW1077.and adjusted in June 1991.
 DW1077
 DW1077.The geoid height was determined by GEOID03.
 DW1077
 DW1077.The dynamic height is computed by dividing the NAVD 88
 DW1077.geopotential number by the normal gravity value computed on the
 DW1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1077.degrees latitude (g = 980.6199 gals.).
 DW1077
 DW1077.The modeled gravity was interpolated from observed gravity values.
 DW1077.The observed gravity was obtained from relative gravimeter ties
 DW1077.to the IGSN71 gravity network.
 DW1077
 DW1077;                    North         East    Units  Estimated Accuracy
 DW1077;SPC CA 6     -   669,830.    2,052,660.      MT  (+/- 180 meters Scaled)
 DW1077
 DW1077                          SUPERSEDED SURVEY CONTROL
 DW1077
 DW1077  NGVD 29 (??/??/92)  549.671  (m)         1803.38   (f) ADJ UNCH    1 1
 DW1077
 DW1077.Superseded values are not recommended for survey control.
 DW1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1077.See file dsdata.txt to determine how the superseded data were derived.
 DW1077
 DW1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT221293(NAD 83)
 DW1077_MARKER: DD = SURVEY DISK
 DW1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW1077_SP_SET: HEAD WALL
 DW1077_STAMPING: 1803.628
 DW1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1077
 DW1077  HISTORY     - Date     Condition        Report By
 DW1077  HISTORY     - UNK      MONUMENTED       MWDSC
 DW1077  HISTORY     - 1978     GOOD             NGS
 DW1077
 DW1077                          STATION DESCRIPTION
 DW1077
 DW1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1077'3.9 MI EAST FROM CHIRIACO SUMMIT.
 DW1077'0.55 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW1077'SUMMIT, THENCE 3.35 MILES EAST ALONG THE AQUEDUCT SERVICE ROAD, IN TOP
 DW1077'OF THE NORTH HEADWALL OF CONCRETE BOX 128.16, ON THE NORTH SIDE OF A
 DW1077'WASH, 69 FT. WEST OF THE CENTER OF THE ROAD, 0.5 MILE SOUTHEAST OF THE
 DW1077'SOUTHEAST END OF HAYFIELD TUNNEL NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0720 ***********************************************************************
 HR0720  DESIGNATION -  180=3953
 HR0720  PID         -  HR0720
 HR0720  STATE/COUNTY-  CA/MARIPOSA
 HR0720  USGS QUAD   -  EL CAPITAN (1992)
 HR0720
 HR0720                         *CURRENT SURVEY CONTROL
 HR0720  ___________________________________________________________________
 HR0720* NAD 83(1986)-  37 43 16.     (N)    119 38 30.     (W)     SCALED    
 HR0720* NAVD 88     -      1206.10   (+/-2cm)    3957.0    (feet)  VERTCON   
 HR0720  ___________________________________________________________________
 HR0720  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HR0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0720
 HR0720.The horizontal coordinates were scaled from a topographic map and have
 HR0720.an estimated accuracy of +/- 6 seconds.
 HR0720
 HR0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0720.The vertical order pertains to the NGVD 29 superseded value.
 HR0720
 HR0720.The geoid height was determined by GEOID03.
 HR0720
 HR0720;                    North         East    Units  Estimated Accuracy
 HR0720;SPC CA 3     -   635,870.    2,075,670.      MT  (+/- 180 meters Scaled)
 HR0720
 HR0720                          SUPERSEDED SURVEY CONTROL
 HR0720
 HR0720  NGVD 29 (??/??/92) 1204.907  (m)         3953.10   (f) ADJ UNCH    2 0
 HR0720
 HR0720.Superseded values are not recommended for survey control.
 HR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0720.See file dsdata.txt to determine how the superseded data were derived.
 HR0720
 HR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB671781(NAD 83)
 HR0720_MARKER: DD = SURVEY DISK
 HR0720_SETTING: 80 = SET IN A BOULDER
 HR0720_SP_SET: BOULDER
 HR0720_STAMPING: 3953 1919
 HR0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0720+STABILITY: SURFACE MOTION
 HR0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0720+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 HR0720
 HR0720  HISTORY     - Date     Condition        Report By
 HR0720  HISTORY     - 1919     MONUMENTED       USGS
 HR0720  HISTORY     - 1943     GOOD             NGS
 HR0720  HISTORY     - 20030523 GOOD             GEOCAC
 HR0720  HISTORY     - 20060510 GOOD             INDIV
 HR0720
 HR0720                          STATION DESCRIPTION
 HR0720
 HR0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0720'3.4 MI SW FROM OLD VILLAGE.
 HR0720'3.4 MILES SOUTHWEST ALONG A ROAD FROM THE GENERAL STORE AT OLD
 HR0720'VILLAGE, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 50 FEET
 HR0720'SOUTHEAST OF THE CENTERLINE OF AN ABANDONED ROAD LEADING OVER
 HR0720'MERCED RIVER TO EL CAPITAN, 25 FEET NORTHWEST OF THE CENTERLINE
 HR0720'OF THE OLD VILLAGE ROAD, 10 FEET WEST OF AN 18-INCH OAK TREE,
 HR0720'IN THE TOP OF A 10-FOOT BOULDER, AND NEAR A WHITE WOODEN WITNESS
 HR0720'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HR0720'3953 1919.
 HR0720
 HR0720                          STATION RECOVERY (2003)
 HR0720
 HR0720'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 HR0720'THE 'OLD VILLAGE ROAD' IS NOW A TWO-LANE ONE-WAY ROAD, HEADING
 HR0720'EASTERLY INTO YOSEMITE VALLEY. THE DISTANCE TO THE OLD VILLAGE STILL
 HR0720'HOLDS, BUT TRAVEL FROM THERE MUST BE ON THE ROAD ON THE OTHER (NORTH)
 HR0720'SIDE OF THE MERCED RIVER, HEADING WESTERLY.
 HR0720' 
 HR0720'FROM THE BRIDALVEIL FALLS/BRIDALVEIL MEADOW AREA, THE DISK IS
 HR0720'APPROXIMATELY ONE-HALF MILE EAST FROM THE LAST PARKING AREA ON THE
 HR0720'SIDE OF THE ROAD HEADING INTO THE VALLEY. THIS DISTANCE SHOULD BE
 HR0720'HIKED ON FOOT, AS THE ROAD IS NARROW AND THERE ARE VERY NARROW
 HR0720'SHOULDERS NEAR THE DISK.
 HR0720' 
 HR0720'THE DISK HAS BEEN PAINTED A GOLD/BRASS COLOR. THE WITNESS POST IS
 HR0720'GONE. THE 'ABANDONED ROAD' MENTIONED IN 1943 HAS BEEN COMPLETELY
 HR0720'REMOVED.
 HR0720' 
 HR0720
 HR0720                          STATION RECOVERY (2006)
 HR0720
 HR0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJH)
 HR0720'THE DGPS POSITION FROM 26 MINUTES OF POST PROCESSED DATA IS 37 43
 HR0720'18.69 N AND 119 38 33.01 W.
 HR0720' 
 HR0720'SUPPLEMENTAL DESCRIPTION - AFTER A LONG STRIP OF PARKING ON BOTH SIDES
 HR0720'OF THE ROAD, THERE ARE AT LEAST 3 PULLOFFS ON THE LEFT BEFORE REACHING
 HR0720'THE MARK.  THE CLOSEST PULL OFF IS APPROXIMATELY 50 FT BEFORE THE MARK
 HR0720'WITH THE ROAD TURNING TO THE RIGHT AND WITH A RISING SLOPE TO THE
 HR0720'RIGHT.  THE MERCED RIVER IS VISIBLE TO THE LEFT OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3325 ***********************************************************************
 HS3325  DESIGNATION -  181 A CO
 HS3325  PID         -  HS3325
 HS3325  STATE/COUNTY-  CA/ALAMEDA
 HS3325  USGS QUAD   -  EYLAR MTN (1971)
 HS3325
 HS3325                         *CURRENT SURVEY CONTROL
 HS3325  ___________________________________________________________________
 HS3325* NAD 83(1986)-  37 28 58.     (N)    121 31 56.     (W)     SCALED    
 HS3325* NAVD 88     -       753.98   (+/-2cm)    2473.7    (feet)  VERTCON   
 HS3325  ___________________________________________________________________
 HS3325  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HS3325  VERT ORDER  -  THIRD (See Below)
 HS3325
 HS3325.The horizontal coordinates were scaled from a topographic map and have
 HS3325.an estimated accuracy of +/- 6 seconds.
 HS3325
 HS3325.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3325.The vertical order pertains to the NGVD 29 superseded value.
 HS3325
 HS3325.The geoid height was determined by GEOID03.
 HS3325
 HS3325;                    North         East    Units  Estimated Accuracy
 HS3325;SPC CA 3     -   609,570.    1,908,710.      MT  (+/- 180 meters Scaled)
 HS3325
 HS3325                          SUPERSEDED SURVEY CONTROL
 HS3325
 HS3325  NGVD 29 (??/??/??)  753.08   (m)         2470.7    (f) RESET       3  
 HS3325
 HS3325.Superseded values are not recommended for survey control.
 HS3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3325.See file dsdata.txt to determine how the superseded data were derived.
 HS3325
 HS3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG297494(NAD 83)
 HS3325_MARKER: DD = SURVEY DISK
 HS3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3325_STAMPING: 181
 HS3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3325+STABILITY: SURFACE MOTION
 HS3325
 HS3325  HISTORY     - Date     Condition        Report By
 HS3325  HISTORY     - UNK      MONUMENTED       CA-001
 HS3325  HISTORY     - 1961     GOOD             NGS
 HS3325
 HS3325                          STATION DESCRIPTION
 HS3325
 HS3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3325'22.6 MI SE FROM LIVERMORE.
 HS3325'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3325'LIVERMORE, THENCE 20.3 MILES SOUTHEAST ALONG MINES ROAD, 90.1
 HS3325'FEET NORTH AND ACROSS THE ROAD FROM A 4-BY 4-INCH POST SUPPORTING
 HS3325'A SANTA CLARA COUNTY LINE SIGN, 47 FEET NORTHEAST OF THE CENTER
 HS3325'LINE OF THE ROAD, 43 FEET EAST OF THE CENTER OF THE NORTH END OF
 HS3325'A 12-INCH PIPE CULVERT, 0.8 FOOT EAST OF A WITNESS POST, ABOUT
 HS3325'3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HS3325'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3343 ***********************************************************************
 AA3343  DESIGNATION -  181 B 70
 AA3343  PID         -  AA3343
 AA3343  STATE/COUNTY-  CA/VENTURA
 AA3343  USGS QUAD   -  THOUSAND OAKS (1981)
 AA3343
 AA3343                         *CURRENT SURVEY CONTROL
 AA3343  ___________________________________________________________________
 AA3343* NAD 83(1986)-  34 10 34.     (N)    118 51 41.     (W)     SCALED    
 AA3343* NAVD 88     -       250.456  (meters)     821.70   (feet)  ADJUSTED  
 AA3343  ___________________________________________________________________
 AA3343  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AA3343  DYNAMIC HT  -         250.197 (meters)     820.85  (feet)  COMP
 AA3343  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 AA3343
 AA3343  VERT ORDER  -  FIRST     CLASS II
 AA3343
 AA3343.The horizontal coordinates were scaled from a topographic map and have
 AA3343.an estimated accuracy of +/- 6 seconds.
 AA3343
 AA3343.The orthometric height was determined by differential leveling
 AA3343.and adjusted in June 1995.
 AA3343
 AA3343.The geoid height was determined by GEOID03.
 AA3343
 AA3343.The dynamic height is computed by dividing the NAVD 88
 AA3343.geopotential number by the normal gravity value computed on the
 AA3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3343.degrees latitude (g = 980.6199 gals.).
 AA3343
 AA3343.The modeled gravity was interpolated from observed gravity values.
 AA3343
 AA3343;                    North         East    Units  Estimated Accuracy
 AA3343;SPC CA 5     -   575,340.    1,920,590.      MT  (+/- 180 meters Scaled)
 AA3343
 AA3343                          SUPERSEDED SURVEY CONTROL
 AA3343
 AA3343.No superseded survey control is available for this station.
 AA3343
 AA3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT284832(NAD 83)
 AA3343_MARKER: DD = SURVEY DISK
 AA3343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3343_SP_SET: OVERPASS ABUTMENT
 AA3343_MARK LOGO: CADT  
 AA3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3343+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3343
 AA3343  HISTORY     - Date     Condition        Report By
 AA3343  HISTORY     - UNK      MONUMENTED       CADT
 AA3343  HISTORY     - 19940726 GOOD             NGS
 AA3343
 AA3343                          STATION DESCRIPTION
 AA3343
 AA3343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3343'IN THOUSAND OAKS, AT THE INTERSECTION OF FREEWAY 101 AND STATE HIGHWAY
 AA3343'23 NORTH, IN TOP OF AND 1.3 M (4.3 FT) NORTHEAST OF THE SOUTHWEST END
 AA3343'OF THE NORTHWEST CONCRETE ABUTMENT OF THE FREEWAY OVERPASS OF THE
 AA3343'OFF-RAMP LEADING TO THE NORTHBOUND HIGHWAY, 3.0 M (9.8 FT) SOUTH OF
 AA3343'AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND FREEWAY, AND 0.2 M (0.7
 AA3343'FT) NORTH OF THE OVERPASS GUARDRAIL. NOTE-THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1571 ***********************************************************************
 FU1571  DESIGNATION -  181 DWR
 FU1571  PID         -  FU1571
 FU1571  STATE/COUNTY-  CA/KERN
 FU1571  USGS QUAD   -  EAST ELK HILLS (1973)
 FU1571
 FU1571                         *CURRENT SURVEY CONTROL
 FU1571  ___________________________________________________________________
 FU1571* NAD 83(1986)-  35 18 40.     (N)    119 23 05.     (W)     SCALED    
 FU1571* NAVD 88     -       105.64   (+/-2cm)     346.6    (feet)  VERTCON   
 FU1571  ___________________________________________________________________
 FU1571  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 FU1571  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1571
 FU1571.The horizontal coordinates were scaled from a topographic map and have
 FU1571.an estimated accuracy of +/- 6 seconds.
 FU1571
 FU1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1571.The vertical order pertains to the NGVD 29 superseded value.
 FU1571
 FU1571.The geoid height was determined by GEOID03.
 FU1571
 FU1571;                    North         East    Units  Estimated Accuracy
 FU1571;SPC CA 5     -   701,770.    1,874,080.      MT  (+/- 180 meters Scaled)
 FU1571
 FU1571                          SUPERSEDED SURVEY CONTROL
 FU1571
 FU1571  NGVD 29 (??/??/92)  104.83   (m)          343.9    (f) COMPUTED    1 1
 FU1571
 FU1571.Superseded values are not recommended for survey control.
 FU1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1571.See file dsdata.txt to determine how the superseded data were derived.
 FU1571
 FU1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV831101(NAD 83)
 FU1571_MARKER: P = PIPE CAP
 FU1571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1571_STAMPING: BM 181 1959
 FU1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1571
 FU1571  HISTORY     - Date     Condition        Report By
 FU1571  HISTORY     - 1959     MONUMENTED       CADWR
 FU1571  HISTORY     - 1964     GOOD             NGS
 FU1571  HISTORY     - 1966     GOOD             NGS
 FU1571
 FU1571                          STATION DESCRIPTION
 FU1571
 FU1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1571'2.3 MI NW FROM TUPMAN.
 FU1571'1.8 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE
 FU1571'AT TUPMAN, THENCE 0.5 MILE WEST ALONG A TRACK ROAD AND POWER
 FU1571'LINE, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET
 FU1571'EAST OF A POWER POLE, 1.6 FEET NORTH OF A FENCE, 2.0 FEET WEST
 FU1571'OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD AND ON THE
 FU1571'TOP OF A 1 1/2-INCH PIPE WHICH PROJECTS 0.4 FOOT.
 FU1571
 FU1571                          STATION RECOVERY (1966)
 FU1571
 FU1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1753 ***********************************************************************
 JS1753  DESIGNATION -  181 S USE
 JS1753  PID         -  JS1753
 JS1753  STATE/COUNTY-  CA/CONTRA COSTA
 JS1753  USGS QUAD   -  ANTIOCH NORTH (1978)
 JS1753
 JS1753                         *CURRENT SURVEY CONTROL
 JS1753  ___________________________________________________________________
 JS1753* NAD 83(1986)-  38 01 02.     (N)    121 48 41.     (W)     SCALED    
 JS1753* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 JS1753  ___________________________________________________________________
 JS1753  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JS1753  VERT ORDER  -  THIRD (See Below)
 JS1753
 JS1753.The horizontal coordinates were scaled from a topographic map and have
 JS1753.an estimated accuracy of +/- 6 seconds.
 JS1753
 JS1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1753.The vertical order pertains to the NGVD 29 superseded value.
 JS1753
 JS1753.The geoid height was determined by GEOID03.
 JS1753
 JS1753;                    North         East    Units  Estimated Accuracy
 JS1753;SPC CA 3     -   669,190.    1,884,860.      MT  (+/- 180 meters Scaled)
 JS1753
 JS1753                          SUPERSEDED SURVEY CONTROL
 JS1753
 JS1753  NGVD 29 (??/??/??)    2.26   (m)            7.4    (f) RESET       3  
 JS1753
 JS1753.Superseded values are not recommended for survey control.
 JS1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1753.See file dsdata.txt to determine how the superseded data were derived.
 JS1753
 JS1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH043083(NAD 83)
 JS1753_MARKER: DD = SURVEY DISK
 JS1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1753_STAMPING: 181 S
 JS1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1753+STABILITY: SURFACE MOTION
 JS1753
 JS1753  HISTORY     - Date     Condition        Report By
 JS1753  HISTORY     - UNK      MONUMENTED       DOD
 JS1753  HISTORY     - 1960     GOOD             NGS
 JS1753  HISTORY     - 1966     GOOD             NGS
 JS1753
 JS1753                          STATION DESCRIPTION
 JS1753
 JS1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS1753'AT ANTIOCH.
 JS1753'AT ANTIOCH, 0.3 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA
 JS1753'FE RAILROAD FROM THE STATION, AT THE NORTH END OF E STREET, AT
 JS1753'SIGNAL 11512, 8.2 FEET SOUTH OF THE SOUTH RAIL, 32 FEET WEST OF
 JS1753'THE EXTENDED CENTER LINE OF THE STREET, 7.1 FEET EAST OF THE
 JS1753'NORTHEAST CORNER OF THE CONCRETE FOUNDATION SUPPORTING THE
 JS1753'SIGNAL, 3.0 FEET NORTHEAST OF THE NORTH LEG OF A STEEL LADDER
 JS1753'ATTACHED TO THE SIGNAL, 21 1/2 FEET NORTH-NORTHWEST OF TELEGRAPH
 JS1753'POLE 7J, 2.5 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 JS1753'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 JS1753'UNDERGROUND.
 JS1753
 JS1753                          STATION RECOVERY (1966)
 JS1753
 JS1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0046 ***********************************************************************
 HT0046  DESIGNATION -  181+97.63 EBMUD
 HT0046  PID         -  HT0046
 HT0046  STATE/COUNTY-  CA/ALAMEDA
 HT0046  USGS QUAD   -  OAKLAND EAST (1997)
 HT0046
 HT0046                         *CURRENT SURVEY CONTROL
 HT0046  ___________________________________________________________________
 HT0046* NAD 83(1986)-  37 51 10.     (N)    122 14 21.     (W)     SCALED    
 HT0046* NAVD 88     -       100.85   (+/-2cm)     330.9    (feet)  VERTCON   
 HT0046  ___________________________________________________________________
 HT0046  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0046  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0046
 HT0046.The horizontal coordinates were scaled from a topographic map and have
 HT0046.an estimated accuracy of +/- 6 seconds.
 HT0046
 HT0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0046.The vertical order pertains to the NGVD 29 superseded value.
 HT0046
 HT0046.The geoid height was determined by GEOID03.
 HT0046
 HT0046;                    North         East    Units  Estimated Accuracy
 HT0046;SPC CA 3     -   651,560.    1,846,960.      MT  (+/- 180 meters Scaled)
 HT0046
 HT0046                          SUPERSEDED SURVEY CONTROL
 HT0046
 HT0046  NGVD 29 (??/??/??)   99.997  (m)          328.07   (f) ADJUSTED    1 1
 HT0046
 HT0046.Superseded values are not recommended for survey control.
 HT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0046.See file dsdata.txt to determine how the superseded data were derived.
 HT0046
 HT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG669897(NAD 83)
 HT0046_MARKER: DD = SURVEY DISK
 HT0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0046_SP_SET: WALL
 HT0046_STAMPING: 181+97.63
 HT0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0046
 HT0046  HISTORY     - Date     Condition        Report By
 HT0046  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0046  HISTORY     - 1958     GOOD             NGS
 HT0046  HISTORY     - 1967     GOOD             NGS
 HT0046
 HT0046                          STATION DESCRIPTION
 HT0046
 HT0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0046'AT OAKLAND.
 HT0046'AT OAKLAND, ALAMEDA COUNTY, 0.1 MILE NORTH OF THE INTERSECTION
 HT0046'OF CHABOT ROAD AND GOLDEN GATE AVENUE, AT CLAREMONT LABORATORY,
 HT0046'NORTH OF THE NORTH ENTRANCE, IN A CONCRETE RETAINING WALL, AND 6
 HT0046'FEET WEST OF THE EAST END.  AN EAST BAY MUNICIPAL UTILITY
 HT0046'DISTRICT STANDARD DISK, STAMPED 181+97.63.
 HT0046
 HT0046                          STATION RECOVERY (1967)
 HT0046
 HT0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0976 ***********************************************************************
 HT0976  DESIGNATION -  181.837 EBMUD
 HT0976  PID         -  HT0976
 HT0976  STATE/COUNTY-  CA/ALAMEDA
 HT0976  USGS QUAD   -  OAKLAND WEST (1993)
 HT0976
 HT0976                         *CURRENT SURVEY CONTROL
 HT0976  ___________________________________________________________________
 HT0976* NAD 83(1986)-  37 52 03.     (N)    122 16 01.     (W)     SCALED    
 HT0976* NAVD 88     -        56.27   (+/-2cm)     184.6    (feet)  VERTCON   
 HT0976  ___________________________________________________________________
 HT0976  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HT0976  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0976
 HT0976.The horizontal coordinates were scaled from a topographic map and have
 HT0976.an estimated accuracy of +/- 6 seconds.
 HT0976
 HT0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0976.The vertical order pertains to the NGVD 29 superseded value.
 HT0976
 HT0976.The geoid height was determined by GEOID03.
 HT0976
 HT0976;                    North         East    Units  Estimated Accuracy
 HT0976;SPC CA 3     -   653,230.    1,844,550.      MT  (+/- 180 meters Scaled)
 HT0976
 HT0976                          SUPERSEDED SURVEY CONTROL
 HT0976
 HT0976  NGVD 29 (??/??/92)   55.428  (m)          181.85   (f) ADJ UNCH    1 2
 HT0976
 HT0976.Superseded values are not recommended for survey control.
 HT0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0976.See file dsdata.txt to determine how the superseded data were derived.
 HT0976
 HT0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG644913(NAD 83)
 HT0976_MARKER: DD = SURVEY DISK
 HT0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0976_SP_SET: SIDEWALK
 HT0976_STAMPING: 181.837 FT
 HT0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0976
 HT0976  HISTORY     - Date     Condition        Report By
 HT0976  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0976  HISTORY     - 1956     GOOD             NGS
 HT0976  HISTORY     - 1959     GOOD             NGS
 HT0976  HISTORY     - 19980209 MARK NOT FOUND   USPSQD
 HT0976
 HT0976                          STATION DESCRIPTION
 HT0976
 HT0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0976'AT BERKELEY.
 HT0976'AT BERKELEY, IN R4W T1S, ALONG BANCROFT WAY, 95.2 FEET EAST OF THE
 HT0976'EAST CURB OF SHATTUCK AVENUE, AT THE BERKELEY CYCLE AND TOY SHOP
 HT0976'(FORMER E.B.M.U.D. BUILDING), IN THE TOP OF THE CONCRETE SIDEWALK,
 HT0976'9.4 FEET SOUTH OF THE SOUTH CURB OF THE WAY, 0.6 FOOT EAST OF THE
 HT0976'EAST EDGE OF A DOUBLE DOOR, AND 0.3 FOOT NORTH OF THE NORTH BRICK
 HT0976'WALL.  NOTE-- E.B.M.U.D. IS CAST ON THE MARK NOT STAMPED
 HT0976
 HT0976                          STATION RECOVERY (1959)
 HT0976
 HT0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 HT0976'RECOVERED IN GOOD CONDITION.
 HT0976
 HT0976                          STATION RECOVERY (1998)
 HT0976
 HT0976'RECOVERY NOTE BY US POWER SQUADRON 1998
 HT0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1518 ***********************************************************************
 FU1518  DESIGNATION -  182 A DWR
 FU1518  PID         -  FU1518
 FU1518  STATE/COUNTY-  CA/KERN
 FU1518  USGS QUAD   -  TUPMAN (1973)
 FU1518
 FU1518                         *CURRENT SURVEY CONTROL
 FU1518  ___________________________________________________________________
 FU1518* NAD 83(1986)-  35 18 02.     (N)    119 21 28.     (W)     SCALED    
 FU1518* NAVD 88     -        90.24   (+/-2cm)     296.1    (feet)  VERTCON   
 FU1518  ___________________________________________________________________
 FU1518  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 FU1518  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1518
 FU1518.The horizontal coordinates were scaled from a topographic map and have
 FU1518.an estimated accuracy of +/- 6 seconds.
 FU1518
 FU1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1518.The vertical order pertains to the NGVD 29 superseded value.
 FU1518
 FU1518.The geoid height was determined by GEOID03.
 FU1518
 FU1518;                    North         East    Units  Estimated Accuracy
 FU1518;SPC CA 5     -   700,570.    1,876,510.      MT  (+/- 180 meters Scaled)
 FU1518
 FU1518                          SUPERSEDED SURVEY CONTROL
 FU1518
 FU1518  NGVD 29 (??/??/92)   89.438  (m)          293.43   (f) ADJ UNCH    1 1
 FU1518
 FU1518.Superseded values are not recommended for survey control.
 FU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1518.See file dsdata.txt to determine how the superseded data were derived.
 FU1518
 FU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV856089(NAD 83)
 FU1518_MARKER: P = PIPE CAP
 FU1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1518_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1518_STAMPING: DWR BM 182 A 1962
 FU1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1518
 FU1518  HISTORY     - Date     Condition        Report By
 FU1518  HISTORY     - 1962     MONUMENTED       CADWR
 FU1518  HISTORY     - 1964     GOOD             NGS
 FU1518  HISTORY     - 1975     GOOD             NGS
 FU1518
 FU1518                          STATION DESCRIPTION
 FU1518
 FU1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1518'0.6 MI NW FROM TUPMAN.
 FU1518'0.55 MILE NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT
 FU1518'TUPMAN, AT A TELEPHONE LINE CROSSING, 121 FEET NORTH OF THE
 FU1518'CENTER LINE OF THE ROAD, 19 FEET EAST OF THE CENTER OF A 12-INCH
 FU1518'PIPE LINE, 9 1/2 FEET SOUTHEAST OF A FENCE CORNER, 5.5 FEET
 FU1518'SOUTH OF A FENCE, 1 1/2 FEET SOUTH OF POLE KMT B 15/22, ABOUT
 FU1518'1 FOOT LOWER THAN THE ROAD AND ON THE TOP OF A 1 1/2-INCH PIPE
 FU1518'WHICH PROJECTS 0.4 FOOT.
 FU1518
 FU1518                          STATION RECOVERY (1975)
 FU1518
 FU1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0348 ***********************************************************************
 DY0348  DESIGNATION -  182 C OF LB
 DY0348  PID         -  DY0348
 DY0348  STATE/COUNTY-  CA/LOS ANGELES
 DY0348  USGS QUAD   -  LONG BEACH (1981)
 DY0348
 DY0348                         *CURRENT SURVEY CONTROL
 DY0348  ___________________________________________________________________
 DY0348* NAD 83(1986)-  33 46 46.     (N)    118 10 03.     (W)     SCALED    
 DY0348* NAVD 88     -        11.01   (+/-2cm)      36.1    (feet)  VERTCON   
 DY0348  ___________________________________________________________________
 DY0348  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0348  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0348
 DY0348.The horizontal coordinates were scaled from a topographic map and have
 DY0348.an estimated accuracy of +/- 6 seconds.
 DY0348
 DY0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0348.The vertical order pertains to the NGVD 29 superseded value.
 DY0348
 DY0348.The geoid height was determined by GEOID03.
 DY0348
 DY0348;                    North         East    Units  Estimated Accuracy
 DY0348;SPC CA 5     -   531,010.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0348
 DY0348                          SUPERSEDED SURVEY CONTROL
 DY0348
 DY0348  NGVD 29 (??/??/92)   10.222  (m)           33.54   (f) ADJ UNCH    1 2
 DY0348
 DY0348.Superseded values are not recommended for survey control.
 DY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0348.See file dsdata.txt to determine how the superseded data were derived.
 DY0348
 DY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919383(NAD 83)
 DY0348_MARKER: DD = SURVEY DISK
 DY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0348_STAMPING: LBBM NO 182
 DY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0348+STABILITY: SURFACE MOTION
 DY0348
 DY0348  HISTORY     - Date     Condition        Report By
 DY0348  HISTORY     - UNK      MONUMENTED       CA1970
 DY0348  HISTORY     - 1954     GOOD             NGS
 DY0348  HISTORY     - 1958     GOOD             NGS
 DY0348
 DY0348                          STATION DESCRIPTION
 DY0348
 DY0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0348'AT LONG BEACH.
 DY0348'AT LONG BEACH, 0.2 MILE SOUTH ALONG CHERRY AVENUE FROM THE
 DY0348'INTERSECTION OF ANAHEIM STREET, AT THE NORTHWEST CORNER OF THE
 DY0348'INTERSECTION OF TENTH STREET, IN THE SIDEWALK, 14.2 FEET WEST
 DY0348'OF THE WEST CURB OF THE AVENUE, 4.0 FEET NORTH OF THE NORTH
 DY0348'CURB OF THE STREET, 0.7 FOOT UNDERGROUND, AND SET IN THE TOP OF
 DY0348'A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH
 DY0348'A CAST IRON COVER MARKED LBBM.
 DY0348
 DY0348                          STATION RECOVERY (1958)
 DY0348
 DY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1525 ***********************************************************************
 FU1525  DESIGNATION -  182 DWR
 FU1525  PID         -  FU1525
 FU1525  STATE/COUNTY-  CA/KERN
 FU1525  USGS QUAD   -  TUPMAN (1973)
 FU1525
 FU1525                         *CURRENT SURVEY CONTROL
 FU1525  ___________________________________________________________________
 FU1525* NAD 83(1986)-  35 18 26.     (N)    119 22 17.     (W)     SCALED    
 FU1525* NAVD 88     -        90.84   (+/-2cm)     298.0    (feet)  VERTCON   
 FU1525  ___________________________________________________________________
 FU1525  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 FU1525  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1525
 FU1525.The horizontal coordinates were scaled from a topographic map and have
 FU1525.an estimated accuracy of +/- 6 seconds.
 FU1525
 FU1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1525.The vertical order pertains to the NGVD 29 superseded value.
 FU1525
 FU1525.The geoid height was determined by GEOID03.
 FU1525
 FU1525;                    North         East    Units  Estimated Accuracy
 FU1525;SPC CA 5     -   701,320.    1,875,290.      MT  (+/- 180 meters Scaled)
 FU1525
 FU1525                          SUPERSEDED SURVEY CONTROL
 FU1525
 FU1525  NGVD 29 (??/??/92)   90.033  (m)          295.38   (f) ADJ UNCH    1 1
 FU1525
 FU1525.Superseded values are not recommended for survey control.
 FU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1525.See file dsdata.txt to determine how the superseded data were derived.
 FU1525
 FU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV843096(NAD 83)
 FU1525_MARKER: P = PIPE CAP
 FU1525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1525_STAMPING: NW 1/16 SEC 23 LGB MACD
 FU1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1525
 FU1525  HISTORY     - Date     Condition        Report By
 FU1525  HISTORY     - UNK      MONUMENTED       CADWR
 FU1525  HISTORY     - 1964     GOOD             NGS
 FU1525  HISTORY     - 1970     GOOD             NGS
 FU1525
 FU1525                          STATION DESCRIPTION
 FU1525
 FU1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1525'1.4 MI NW FROM TUPMAN.
 FU1525'1.4 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE
 FU1525'AT TUPMAN, 58 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FU1525'77 1/2 FEET NORTH-NORTHWEST OF THE CENTER OF THE NORTHEAST END
 FU1525'OF A 36-INCH PIPE CULVERT, 0.3 FOOT WEST OF A FENCE CORNER,
 FU1525'2.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 FU1525'ON THE TOP OF A 3 1/2-INCH PIPE WHICH PROJECTS 0.5 FOOT.
 FU1525
 FU1525                          STATION RECOVERY (1970)
 FU1525
 FU1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3625 ***********************************************************************
 HT3625  DESIGNATION -  1822.20=360
 HT3625  PID         -  HT3625
 HT3625  STATE/COUNTY-  CA/SANTA CRUZ
 HT3625  USGS QUAD   -  FELTON (1991)
 HT3625
 HT3625                         *CURRENT SURVEY CONTROL
 HT3625  ___________________________________________________________________
 HT3625* NAD 83(1986)-  37 03 29.     (N)    122 07 25.     (W)     SCALED    
 HT3625* NAVD 88     -       556.305  (meters)    1825.14   (feet)  ADJUSTED  
 HT3625  ___________________________________________________________________
 HT3625  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HT3625  DYNAMIC HT  -         555.871 (meters)    1823.72  (feet)  COMP
 HT3625  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 HT3625
 HT3625  VERT ORDER  -  FIRST     CLASS II
 HT3625
 HT3625.The horizontal coordinates were scaled from a topographic map and have
 HT3625.an estimated accuracy of +/- 6 seconds.
 HT3625
 HT3625.The orthometric height was determined by differential leveling
 HT3625.and adjusted in February 1993.
 HT3625
 HT3625.The geoid height was determined by GEOID03.
 HT3625
 HT3625.The dynamic height is computed by dividing the NAVD 88
 HT3625.geopotential number by the normal gravity value computed on the
 HT3625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3625.degrees latitude (g = 980.6199 gals.).
 HT3625
 HT3625.The modeled gravity was interpolated from observed gravity values.
 HT3625
 HT3625;                    North         East    Units  Estimated Accuracy
 HT3625;SPC CA 3     -   563,190.    1,855,600.      MT  (+/- 180 meters Scaled)
 HT3625
 HT3625                          SUPERSEDED SURVEY CONTROL
 HT3625
 HT3625  NGVD 29 (10/21/93)  555.461  (m)         1822.38   (f) ADJUSTED    1 2
 HT3625
 HT3625.Superseded values are not recommended for survey control.
 HT3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3625.See file dsdata.txt to determine how the superseded data were derived.
 HT3625
 HT3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG779016(NAD 83)
 HT3625_MARKER: DD = SURVEY DISK
 HT3625_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3625_SP_SET: SIDEWALK
 HT3625_STAMPING: 360 1822.20
 HT3625_MARK LOGO: CA-087
 HT3625_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3625+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1990
 HT3625
 HT3625  HISTORY     - Date     Condition        Report By
 HT3625  HISTORY     - UNK      MONUMENTED       CA-087
 HT3625  HISTORY     - 19900508 GOOD             NGS
 HT3625
 HT3625                          STATION DESCRIPTION
 HT3625
 HT3625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3625'6.2 KM (3.9 MI) WESTERLY ALONG FELTON EMPIRE ROAD FROM ITS
 HT3625'INTERSECTION WITH STATE HIGHWAY 9 IN FELTON, AT ITS JUNCTION WITH
 HT3625'EMPIRE GRADE AND ICE CREAM GRADE, 31.2 M (102.4 FT) SOUTHWEST OF THE
 HT3625'CENTERLINE OF EMPIRE GRADE, 28.9 M (94.8 FT) NORTHWEST OF THE
 HT3625'CENTERLINE OF ICE CREAM GRADE, 0.2 M (0.7 FT) NORTH OF THE SOUTHEAST
 HT3625'CORNER OF A BUILDING, AND SET IN A SIDEWALK FLUSH WITH THE GROUND
 HT3625'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4262 ***********************************************************************
 HS4262  DESIGNATION -  1825
 HS4262  PID         -  HS4262
 HS4262  STATE/COUNTY-  CA/TUOLUMNE
 HS4262  USGS QUAD   -  SONORA (1987)
 HS4262
 HS4262                         *CURRENT SURVEY CONTROL
 HS4262  ___________________________________________________________________
 HS4262* NAD 83(1986)-  37 59 06.     (N)    120 23 01.     (W)     SCALED    
 HS4262* NAVD 88     -       557.292  (meters)    1828.38   (feet)  ADJUSTED  
 HS4262  ___________________________________________________________________
 HS4262  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HS4262  DYNAMIC HT  -         556.845 (meters)    1826.92  (feet)  COMP
 HS4262  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 HS4262
 HS4262  VERT ORDER  -  FIRST     CLASS II
 HS4262
 HS4262.The horizontal coordinates were scaled from a topographic map and have
 HS4262.an estimated accuracy of +/- 6 seconds.
 HS4262
 HS4262.The orthometric height was determined by differential leveling
 HS4262.and adjusted in December 1997.
 HS4262
 HS4262.The geoid height was determined by GEOID03.
 HS4262
 HS4262.The dynamic height is computed by dividing the NAVD 88
 HS4262.geopotential number by the normal gravity value computed on the
 HS4262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS4262.degrees latitude (g = 980.6199 gals.).
 HS4262
 HS4262.The modeled gravity was interpolated from observed gravity values.
 HS4262
 HS4262;                    North         East    Units  Estimated Accuracy
 HS4262;SPC CA 3     -   664,810.    2,010,220.      MT  (+/- 180 meters Scaled)
 HS4262
 HS4262                          SUPERSEDED SURVEY CONTROL
 HS4262
 HS4262  NGVD 29 (??/??/92)  556.528  (m)         1825.88   (f) ADJ UNCH    1 2
 HS4262
 HS4262.Superseded values are not recommended for survey control.
 HS4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4262.See file dsdata.txt to determine how the superseded data were derived.
 HS4262
 HS4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH297073(NAD 83)
 HS4262_MARKER: DB = BENCH MARK DISK
 HS4262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS4262_SP_SET: RETAINING WALL
 HS4262_STAMPING: 1826.046
 HS4262_MARK LOGO: USGS  
 HS4262_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS4262+STABILITY: SURFACE MOTION
 HS4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS4262+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 HS4262
 HS4262  HISTORY     - Date     Condition        Report By
 HS4262  HISTORY     - UNK      MONUMENTED       USGS
 HS4262  HISTORY     - 19571130 GOOD             CGS
 HS4262  HISTORY     - 19790806 GOOD             NGS
 HS4262  HISTORY     - 19980516 GOOD             NGS
 HS4262  HISTORY     - 20050420 GOOD             GEOCAC
 HS4262  HISTORY     - 20061114 GOOD             GEOCAC
 HS4262
 HS4262                          STATION DESCRIPTION
 HS4262
 HS4262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (CS)
 HS4262'AT SONORA, IN R14E T2N, IN THE NORTHEAST QUARTER OF SECTION 36, AT THE
 HS4262'COUNTY COURTHOUSE, BETWEEN WEST JACKSON AND YANEY STREETS, SET
 HS4262'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE RETAINING WALL ALONG
 HS4262'THE NORTHEAST SIDE OF THE COURTHOUSE YARD, 70 FT (21.3 M) SOUTHEAST OF
 HS4262'THE CENTER LINE OF YANEY STREET, 72 FT (21.9 M) NORTHWEST OF THE
 HS4262'CENTER LINE OF WEST JACKSON STREET, 4.0 FT (1.2 M) SOUTHWEST OF THE
 HS4262'SOUTHWEST CURB OF GREEN STREET, 2.0 FT (0.6 M) SOUTHEAST OF THE
 HS4262'SOUTHEAST EDGE OF THE CONCRETE STEPS LEADING TO THE COURTHOUSE, 2.5 FT
 HS4262'(0.8 M) ABOVE THE CONCRETE SIDEWALK AND ABOUT 3.5 FT (1.1 M) HIGHER
 HS4262'THAN GREEN STREET.
 HS4262
 HS4262                          STATION RECOVERY (1979)
 HS4262
 HS4262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CWS)
 HS4262'RECOVERED IN GOOD CONDITION.
 HS4262
 HS4262                          STATION RECOVERY (1998)
 HS4262
 HS4262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 HS4262'IN SONORA, AT THE INTERSECTION OF NORTH GREEN AND YANCY STREETS, SET
 HS4262'VERTICALLY IN THE NORTHEAST FACE OF A CONCRETE RETAINING WALL ALONG
 HS4262'THE NORTHEAST SIDE OF THE COURTHOUSE, 25.4 M (83.3 FT) SOUTHEAST OF
 HS4262'THE CENTER OF YANCY STREET, 11.6 M (38.1 FT) NORTHEAST OF THE
 HS4262'NORTHEAST FACE OF THE COURTHOUSE, 5.0 M (16.4 FT) SOUTHWEST OF THE
 HS4262'CENTER OF NORTH GREEN STREET, 2.1 M (6.9 FT) SOUTHEAST OF A STAIRWAY
 HS4262'LEADING TO THE NORTHEAST ENTRANCE TO THE BUILDING, 1.3 M (4.3 FT)
 HS4262'ABOVE THE LEVEL OF NORTH GREEN STREET, AND 0.8 M (2.6 FT) SOUTHEAST OF
 HS4262'THE NORTHWEST END OF THE RETAINING WALL.
 HS4262
 HS4262                          STATION RECOVERY (2005)
 HS4262
 HS4262'RECOVERY NOTE BY GEOCACHING 2005 (PFW)
 HS4262'HANDHELD GPS COORDINATES 37 59 07.2 (N)  120 23 02.2 (W)
 HS4262
 HS4262                          STATION RECOVERY (2006)
 HS4262
 HS4262'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HS4262'RECOVERED IN GOOD CONDITION AT N 37  59.117 W 120  23.041 BY HANSOHN,
 HS4262'WITH FOLLOWING NOTES. THE MARK IS 2.5 FEET ABOVE THE SIDE WALK AND
 HS4262'3.75 FEET ABOVE THE ADJACENT STREET, THE NEAREST CROSS STREET IS YANEY
 HS4262'STREET, AND THE MARK NOW BEARS THE MARK OF 1826.046 FEET.
 HS4262' 
 HS4262'DUE TO ITS VERTICAL PLACEMENT, THIS MARK IS NOT SUITABLE FOR SATELLITE
 HS4262'OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0268 ***********************************************************************
 DX0268  DESIGNATION -  1829.6
 DX0268  PID         -  DX0268
 DX0268  STATE/COUNTY-  CA/SAN DIEGO
 DX0268  USGS QUAD   -  RAMONA (1988)
 DX0268
 DX0268                         *CURRENT SURVEY CONTROL
 DX0268  ___________________________________________________________________
 DX0268* NAD 83(1986)-  33 02 05.     (N)    116 49 39.     (W)     SCALED    
 DX0268* NAVD 88     -       558.30   (+/-2cm)    1831.7    (feet)  VERTCON   
 DX0268  ___________________________________________________________________
 DX0268  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DX0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0268
 DX0268.The horizontal coordinates were scaled from a topographic map and have
 DX0268.an estimated accuracy of +/- 6 seconds.
 DX0268
 DX0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0268.The vertical order pertains to the NGVD 29 superseded value.
 DX0268
 DX0268.The geoid height was determined by GEOID03.
 DX0268
 DX0268;                    North         East    Units  Estimated Accuracy
 DX0268;SPC CA 6     -   596,420.    1,946,050.      MT  (+/- 180 meters Scaled)
 DX0268
 DX0268                          SUPERSEDED SURVEY CONTROL
 DX0268
 DX0268  NGVD 29 (??/??/??)  557.636  (m)         1829.51   (f) ADJUSTED    2 0
 DX0268
 DX0268.Superseded values are not recommended for survey control.
 DX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0268.See file dsdata.txt to determine how the superseded data were derived.
 DX0268
 DX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS161551(NAD 83)
 DX0268_MARKER: S = SPIKE
 DX0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0268_SP_SET: OAK TREE
 DX0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0268
 DX0268  HISTORY     - Date     Condition        Report By
 DX0268  HISTORY     - UNK      MONUMENTED       USGS
 DX0268  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0268
 DX0268                          STATION DESCRIPTION
 DX0268
 DX0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0268'2.8 MI SE FROM RAMONA.
 DX0268'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE
 DX0268'AT RAMONA, 2.3 MILES SOUTHEAST ALONG THE COUNTY ROAD, 200 FEET
 DX0268'NORTHEAST OF THE ROAD LEADING SOUTHEAST TO COLES APIARY, IN THE
 DX0268'WEST BASE OF THE OAK TREE AT A Y ROAD, 27 FEET SOUTH-SOUTHEAST
 DX0268'OF THE CENTERLINE OF THE ROAD LEADING NORTHEAST TO C.H. MILLERS
 DX0268'GRAND VIEW RANCH, 19 FEET SOUTH OF THE CENTERLINE OF THE OLD
 DX0268'ABANDONED ROAD LEADING EAST AND ALONG WHICH ROAD THE LINE RUNS.
 DX0268'A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1514 ***********************************************************************
 FU1514  DESIGNATION -  183 A DWR
 FU1514  PID         -  FU1514
 FU1514  STATE/COUNTY-  CA/KERN
 FU1514  USGS QUAD   -  TUPMAN (1973)
 FU1514
 FU1514                         *CURRENT SURVEY CONTROL
 FU1514  ___________________________________________________________________
 FU1514* NAD 83(1986)-  35 17 48.     (N)    119 21 01.     (W)     SCALED    
 FU1514* NAVD 88     -       100.14   (+/-2cm)     328.5    (feet)  VERTCON   
 FU1514  ___________________________________________________________________
 FU1514  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FU1514  VERT ORDER  -  THIRD (See Below)
 FU1514
 FU1514.The horizontal coordinates were scaled from a topographic map and have
 FU1514.an estimated accuracy of +/- 6 seconds.
 FU1514
 FU1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1514.The vertical order pertains to the NGVD 29 superseded value.
 FU1514
 FU1514.The geoid height was determined by GEOID03.
 FU1514
 FU1514;                    North         East    Units  Estimated Accuracy
 FU1514;SPC CA 5     -   700,130.    1,877,190.      MT  (+/- 180 meters Scaled)
 FU1514
 FU1514                          SUPERSEDED SURVEY CONTROL
 FU1514
 FU1514  NGVD 29 (??/??/??)   99.34   (m)          325.9    (f) RESET       3  
 FU1514
 FU1514.Superseded values are not recommended for survey control.
 FU1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1514.See file dsdata.txt to determine how the superseded data were derived.
 FU1514
 FU1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV862084(NAD 83)
 FU1514_MARKER: P = PIPE CAP
 FU1514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1514_STAMPING: 24 25 1/4 S LGB MACD
 FU1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1514
 FU1514  HISTORY     - Date     Condition        Report By
 FU1514  HISTORY     - UNK      MONUMENTED       CADWR
 FU1514  HISTORY     - 1964     GOOD             NGS
 FU1514
 FU1514                          STATION DESCRIPTION
 FU1514
 FU1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1514'NEAR TUPMAN.
 FU1514'0.05 MILE SOUTHEAST ALONG TUPMAN ROAD FROM THE POST OFFICE AT
 FU1514'TUPMAN, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 135
 FU1514'FEET NORTHWEST OF THE SOUTHWEST END OF A 48-INCH PIPE CULVERT,
 FU1514'37.6 FEET EAST OF THE EAST CORNER OF A GARAGE, 85 FEET WEST AND
 FU1514'ACROSS THE ROAD FROM A TELEPHONE POLE WITH GUY WIRE, 2.5 FEET
 FU1514'NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD AND
 FU1514'ON THE TOP OF A 3 1/2-INCH PIPE WHICH PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1517 ***********************************************************************
 FU1517  DESIGNATION -  183 DWR
 FU1517  PID         -  FU1517
 FU1517  STATE/COUNTY-  CA/KERN
 FU1517  USGS QUAD   -  TUPMAN (1973)
 FU1517
 FU1517                         *CURRENT SURVEY CONTROL
 FU1517  ___________________________________________________________________
 FU1517* NAD 83(1986)-  35 18 02.     (N)    119 21 30.     (W)     SCALED    
 FU1517* NAVD 88     -        97.38   (+/-2cm)     319.5    (feet)  VERTCON   
 FU1517  ___________________________________________________________________
 FU1517  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 FU1517  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1517
 FU1517.The horizontal coordinates were scaled from a topographic map and have
 FU1517.an estimated accuracy of +/- 6 seconds.
 FU1517
 FU1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1517.The vertical order pertains to the NGVD 29 superseded value.
 FU1517
 FU1517.The geoid height was determined by GEOID03.
 FU1517
 FU1517;                    North         East    Units  Estimated Accuracy
 FU1517;SPC CA 5     -   700,570.    1,876,460.      MT  (+/- 180 meters Scaled)
 FU1517
 FU1517                          SUPERSEDED SURVEY CONTROL
 FU1517
 FU1517  NGVD 29 (??/??/92)   96.578  (m)          316.86   (f) ADJ UNCH    1 1
 FU1517
 FU1517.Superseded values are not recommended for survey control.
 FU1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1517.See file dsdata.txt to determine how the superseded data were derived.
 FU1517
 FU1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV855089(NAD 83)
 FU1517_MARKER: DD = SURVEY DISK
 FU1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1517_STAMPING: S1/16 23/24 LS 2716
 FU1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1517+STABILITY: SURFACE MOTION
 FU1517
 FU1517  HISTORY     - Date     Condition        Report By
 FU1517  HISTORY     - UNK      MONUMENTED       CADWR
 FU1517  HISTORY     - 1964     GOOD             NGS
 FU1517  HISTORY     - 1966     GOOD             NGS
 FU1517
 FU1517                          STATION DESCRIPTION
 FU1517
 FU1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1517'0.6 MI NW FROM TUPMAN.
 FU1517'0.55 MILE NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT
 FU1517'TUPMAN, 1 1/2 POLES SOUTH AND ACROSS THE ROAD FROM BENCH MARK
 FU1517'182 A (DWR), 249 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FU1517'91 1/2 FEET SOUTH-SOUTHEAST OF POLE 46, 15 FEET EAST OF THE
 FU1517'CENTER OF A 12-INCH PIPE LINE, 2.6 FEET SOUTH OF A WITNESS POST,
 FU1517'ABOUT 20 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 FU1517'POST FLUSH WITH THE GROUND.
 FU1517
 FU1517                          STATION RECOVERY (1966)
 FU1517
 FU1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0852 ***********************************************************************
 LU0852  DESIGNATION -  1830 B
 LU0852  PID         -  LU0852
 LU0852  STATE/COUNTY-  CA/TRINITY
 LU0852  USGS QUAD   -  WEAVERVILLE (1982)
 LU0852
 LU0852                         *CURRENT SURVEY CONTROL
 LU0852  ___________________________________________________________________
 LU0852* NAD 83(1986)-  40 41 47.     (N)    122 55 43.     (W)     SCALED    
 LU0852* NAVD 88     -       558.47   (+/-2cm)    1832.2    (feet)  VERTCON   
 LU0852  ___________________________________________________________________
 LU0852  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 LU0852  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0852
 LU0852.The horizontal coordinates were scaled from a topographic map and have
 LU0852.an estimated accuracy of +/- 6 seconds.
 LU0852
 LU0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0852.The vertical order pertains to the NGVD 29 superseded value.
 LU0852
 LU0852.The geoid height was determined by GEOID03.
 LU0852
 LU0852;                    North         East    Units  Estimated Accuracy
 LU0852;SPC CA 1     -   651,770.    1,921,520.      MT  (+/- 180 meters Scaled)
 LU0852
 LU0852                          SUPERSEDED SURVEY CONTROL
 LU0852
 LU0852  NGVD 29 (??/??/92)  557.585  (m)         1829.34   (f) ADJ UNCH    1 2
 LU0852
 LU0852.Superseded values are not recommended for survey control.
 LU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0852.See file dsdata.txt to determine how the superseded data were derived.
 LU0852
 LU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL060050(NAD 83)
 LU0852_MARKER: DD = SURVEY DISK
 LU0852_SETTING: 80 = SET IN A BOULDER
 LU0852_SP_SET: BOULDER
 LU0852_STAMPING: 1828.966 B 1905
 LU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0852+STABILITY: SURFACE MOTION
 LU0852
 LU0852  HISTORY     - Date     Condition        Report By
 LU0852  HISTORY     - 1905     MONUMENTED       USGS
 LU0852  HISTORY     - 1935     GOOD             NGS
 LU0852  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0852
 LU0852                          STATION DESCRIPTION
 LU0852
 LU0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0852'2.3 MI S FROM WEAVERVILLE.
 LU0852'2.3 MILES SOUTH ALONG U.S. HIGHWAY 299 FROM WEAVERVILLE, TRINITY
 LU0852'COUNTY, NEAR THE CONFLUENCE OF WEAVER CREEK AND LITTLE BROWNS
 LU0852'CREEK, 365 FEET NORTH OF THE JUNCTION OF A ROAD LEADING TO
 LU0852'LOWDEN, 22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 LU0852'THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 LU0852'STANDARD DISK, STAMPED 1828.966 B 1905.
 LU0852
 LU0852                          STATION RECOVERY (1988)
 LU0852
 LU0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0539 ***********************************************************************
 JS0539  DESIGNATION -  1839 USGS
 JS0539  PID         -  JS0539
 JS0539  STATE/COUNTY-  CA/EL DORADO
 JS0539  USGS QUAD   -  GREENWOOD (1973)
 JS0539
 JS0539                         *CURRENT SURVEY CONTROL
 JS0539  ___________________________________________________________________
 JS0539* NAD 83(1986)-  38 53 39.     (N)    120 53 04.     (W)     SCALED    
 JS0539* NAVD 88     -       561.27   (+/-2cm)    1841.4    (feet)  VERTCON   
 JS0539  ___________________________________________________________________
 JS0539  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 JS0539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0539
 JS0539.The horizontal coordinates were scaled from a topographic map and have
 JS0539.an estimated accuracy of +/- 6 seconds.
 JS0539
 JS0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0539.The vertical order pertains to the NGVD 29 superseded value.
 JS0539
 JS0539.The geoid height was determined by GEOID03.
 JS0539
 JS0539;                    North         East    Units  Estimated Accuracy
 JS0539;SPC CA 2     -   636,850.    2,096,770.      MT  (+/- 180 meters Scaled)
 JS0539
 JS0539                          SUPERSEDED SURVEY CONTROL
 JS0539
 JS0539  NGVD 29 (??/??/92)  560.437  (m)         1838.70   (f) ADJ UNCH    2 0
 JS0539
 JS0539.Superseded values are not recommended for survey control.
 JS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0539.See file dsdata.txt to determine how the superseded data were derived.
 JS0539
 JS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ834071(NAD 83)
 JS0539_MARKER: Q = CHISELED SQUARE
 JS0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0539_SP_SET: BRIDGE
 JS0539_STAMPING: 1948
 JS0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0539
 JS0539  HISTORY     - Date     Condition        Report By
 JS0539  HISTORY     - 1948     MONUMENTED       USGS
 JS0539  HISTORY     - 1948     GOOD             NGS
 JS0539
 JS0539                          STATION DESCRIPTION
 JS0539
 JS0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0539'3.5 MI W FROM GEORGETOWN.
 JS0539'3.5 MILES WEST ALONG THE ROAD TO COOL FROM THE POST OFFICE AT
 JS0539'GEORGETOWN, 10.8 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JS0539'ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD, AND ON THE SOUTHEAST
 JS0539'WING WALL OF A CONCRETE BRIDGE OVER STREAM, CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4011 ***********************************************************************
 HS4011  DESIGNATION -  184 A A CO
 HS4011  PID         -  HS4011
 HS4011  STATE/COUNTY-  CA/ALAMEDA
 HS4011  USGS QUAD   -  LA COSTA VALLEY (1996)
 HS4011
 HS4011                         *CURRENT SURVEY CONTROL
 HS4011  ___________________________________________________________________
 HS4011* NAD 83(1986)-  37 34 36.     (N)    121 51 52.     (W)     SCALED    
 HS4011* NAVD 88     -        84.33   (+/-2cm)     276.7    (feet)  VERTCON   
 HS4011  ___________________________________________________________________
 HS4011  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HS4011  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS4011
 HS4011.The horizontal coordinates were scaled from a topographic map and have
 HS4011.an estimated accuracy of +/- 6 seconds.
 HS4011
 HS4011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4011.The vertical order pertains to the NGVD 29 superseded value.
 HS4011
 HS4011.The geoid height was determined by GEOID03.
 HS4011
 HS4011;                    North         East    Units  Estimated Accuracy
 HS4011;SPC CA 3     -   620,370.    1,879,480.      MT  (+/- 180 meters Scaled)
 HS4011
 HS4011                          SUPERSEDED SURVEY CONTROL
 HS4011
 HS4011  NGVD 29 (??/??/92)   83.50   (m)          273.9    (f) COMPUTED    1 1
 HS4011
 HS4011.Superseded values are not recommended for survey control.
 HS4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4011.See file dsdata.txt to determine how the superseded data were derived.
 HS4011
 HS4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG002594(NAD 83)
 HS4011_MARKER: DD = SURVEY DISK
 HS4011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS4011_SP_SET: BRIDGE
 HS4011_STAMPING: 184 A
 HS4011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS4011
 HS4011  HISTORY     - Date     Condition        Report By
 HS4011  HISTORY     - UNK      MONUMENTED       CA-001
 HS4011  HISTORY     - 1973     GOOD             NGS
 HS4011
 HS4011                          STATION DESCRIPTION
 HS4011
 HS4011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HS4011'1.6 MI SE FROM SUNOL.
 HS4011'0.65 MILE SOUTHEAST ALONG STATE HIGHWAYS 21 AND 84 (PALOMA WAY)
 HS4011'FROM THE ENTRANCE GATE TO THE SAN FRANCISCO WATER DEPARTMENT PARK
 HS4011'AT SUNOL, THENCE 0.9 MILE SOUTHEAST ALONG CALAVERAS ROAD TO A
 HS4011'BRIDGE AND THE MARK IN THE SOUTHEAST CORNER, 14 FEET EAST OF THE
 HS4011'CENTER OF THE ROAD AND 1.5 FEET NORTH OF THE SOUTH EDGE OF THE
 HS4011'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4010 ***********************************************************************
 HS4010  DESIGNATION -  184 A CO
 HS4010  PID         -  HS4010
 HS4010  STATE/COUNTY-  CA/ALAMEDA
 HS4010  USGS QUAD   -  LA COSTA VALLEY (1996)
 HS4010
 HS4010                         *CURRENT SURVEY CONTROL
 HS4010  ___________________________________________________________________
 HS4010* NAD 83(1986)-  37 34 36.     (N)    121 51 52.     (W)     SCALED    
 HS4010* NAVD 88     -        84.33   (+/-2cm)     276.7    (feet)  VERTCON   
 HS4010  ___________________________________________________________________
 HS4010  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HS4010  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS4010
 HS4010.The horizontal coordinates were scaled from a topographic map and have
 HS4010.an estimated accuracy of +/- 6 seconds.
 HS4010
 HS4010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4010.The vertical order pertains to the NGVD 29 superseded value.
 HS4010
 HS4010.The geoid height was determined by GEOID03.
 HS4010
 HS4010;                    North         East    Units  Estimated Accuracy
 HS4010;SPC CA 3     -   620,370.    1,879,480.      MT  (+/- 180 meters Scaled)
 HS4010
 HS4010                          SUPERSEDED SURVEY CONTROL
 HS4010
 HS4010  NGVD 29 (??/??/92)   83.492  (m)          273.92   (f) ADJ UNCH    1 1
 HS4010
 HS4010.Superseded values are not recommended for survey control.
 HS4010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4010.See file dsdata.txt to determine how the superseded data were derived.
 HS4010
 HS4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG002594(NAD 83)
 HS4010_MARKER: DD = SURVEY DISK
 HS4010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS4010_SP_SET: BRIDGE
 HS4010_STAMPING: 184
 HS4010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS4010
 HS4010  HISTORY     - Date     Condition        Report By
 HS4010  HISTORY     - UNK      MONUMENTED       CA-001
 HS4010  HISTORY     - 1967     GOOD             NGS
 HS4010
 HS4010                          STATION DESCRIPTION
 HS4010
 HS4010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS4010'1.6 MI SE FROM SUNOL.
 HS4010'0.65 MILES SOUTHEAST ALONG STATE HIGHWAYS 21 AND 84 (PALOMA WAY)
 HS4010'FROM THE ENTRANCE GATE TO THE SAN FRANCISCO WATER DEPT. PARK AT
 HS4010'SUNOL, THENCE 0.9 MILE SOUTHEAST ALONG CALAVERAS ROAD, 15 1/2 FEET
 HS4010'WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTH END
 HS4010'OF THE WEST CONCRETE GUARDRAIL BASE OF A CONCRETE BRIDGE OVER SAN
 HS4010'ANTONIO CREEK 1.8 FEET SOUTH OF THE NORTH END OF THE CURB, AND ABOUT
 HS4010'1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0503 ***********************************************************************
 DY0503  DESIGNATION -  184 C OF LB
 DY0503  PID         -  DY0503
 DY0503  STATE/COUNTY-  CA/LOS ANGELES
 DY0503  USGS QUAD   -  SOUTH GATE (1981)
 DY0503
 DY0503                         *CURRENT SURVEY CONTROL
 DY0503  ___________________________________________________________________
 DY0503* NAD 83(1986)-  33 59 33.     (N)    118 14 18.     (W)     SCALED    
 DY0503* NAVD 88     -        56.90   (+/-2cm)     186.7    (feet)  VERTCON   
 DY0503  ___________________________________________________________________
 DY0503  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 DY0503  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0503
 DY0503.The horizontal coordinates were scaled from a topographic map and have
 DY0503.an estimated accuracy of +/- 6 seconds.
 DY0503
 DY0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0503.The vertical order pertains to the NGVD 29 superseded value.
 DY0503
 DY0503.The geoid height was determined by GEOID03.
 DY0503
 DY0503;                    North         East    Units  Estimated Accuracy
 DY0503;SPC CA 5     -   554,660.    1,977,980.      MT  (+/- 180 meters Scaled)
 DY0503
 DY0503                          SUPERSEDED SURVEY CONTROL
 DY0503
 DY0503  NGVD 29 (??/??/92)   56.13   (m)          184.2    (f) COMPUTED    1 2
 DY0503
 DY0503.Superseded values are not recommended for survey control.
 DY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0503.See file dsdata.txt to determine how the superseded data were derived.
 DY0503
 DY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT856620(NAD 83)
 DY0503_MARKER: Z = SEE DESCRIPTION
 DY0503_SETTING: 0 = UNSPECIFIED SETTING
 DY0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0503
 DY0503  HISTORY     - Date     Condition        Report By
 DY0503  HISTORY     - UNK      MONUMENTED       CA1980
 DY0503  HISTORY     - 1931     GOOD             NGS
 DY0503  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0503
 DY0503                          STATION DESCRIPTION
 DY0503
 DY0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DY0503'AT LOS ANGELES.
 DY0503'AT LOS ANGELES AT THE INTESECTION OF THE CENTER LINE OF THE WEST
 DY0503'LANE OF S. ALAMEDA STREET AND THE CENTER LINE OF E. 55TH ST.  A
 DY0503'COPPER TANK SET IN LEAD.  NOTE-- MARK HAS PROBABLY BEEN OBLITERATED
 DY0503'BY HEAVY TRUCK TRAFFIC.
 DY0503
 DY0503                          STATION RECOVERY (1945)
 DY0503
 DY0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1503 ***********************************************************************
 FU1503  DESIGNATION -  184 DWR
 FU1503  PID         -  FU1503
 FU1503  STATE/COUNTY-  CA/KERN
 FU1503  USGS QUAD   -  TUPMAN (1973)
 FU1503
 FU1503                         *CURRENT SURVEY CONTROL
 FU1503  ___________________________________________________________________
 FU1503* NAD 83(1986)-  35 17 12.     (N)    119 20 09.     (W)     SCALED    
 FU1503* NAVD 88     -       101.32   (+/-2cm)     332.4    (feet)  VERTCON   
 FU1503  ___________________________________________________________________
 FU1503  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 FU1503  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1503
 FU1503.The horizontal coordinates were scaled from a topographic map and have
 FU1503.an estimated accuracy of +/- 6 seconds.
 FU1503
 FU1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1503.The vertical order pertains to the NGVD 29 superseded value.
 FU1503
 FU1503.The geoid height was determined by GEOID03.
 FU1503
 FU1503;                    North         East    Units  Estimated Accuracy
 FU1503;SPC CA 5     -   699,000.    1,878,490.      MT  (+/- 180 meters Scaled)
 FU1503
 FU1503                          SUPERSEDED SURVEY CONTROL
 FU1503
 FU1503  NGVD 29 (??/??/92)  100.530  (m)          329.82   (f) ADJ UNCH    1 1
 FU1503
 FU1503.Superseded values are not recommended for survey control.
 FU1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1503.See file dsdata.txt to determine how the superseded data were derived.
 FU1503
 FU1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV875073(NAD 83)
 FU1503_MARKER: P = PIPE CAP
 FU1503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1503_STAMPING: BM 184 1959
 FU1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1503
 FU1503  HISTORY     - Date     Condition        Report By
 FU1503  HISTORY     - 1959     MONUMENTED       CADWR
 FU1503  HISTORY     - 1964     GOOD             NGS
 FU1503  HISTORY     - 1966     GOOD             NGS
 FU1503
 FU1503                          STATION DESCRIPTION
 FU1503
 FU1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1503'1.2 MI SE FROM TUPMAN.
 FU1503'1.15 MILES SOUTHEAST ALONG TUPMAN ROAD FROM THE POST OFFICE
 FU1503'AT TUPMAN, AT THE JUNCTION OF AN OILED ROAD SOUTHWEST, 44 1/2
 FU1503'FEET SOUTHWEST OF THE ROAD, 37 FEET SOUTHEAST OF THE CENTER
 FU1503'LINE OF THE ROAD SOUTHWEST, 116 FEET SOUTHWEST AND ACROSS THE
 FU1503'ROAD FROM A TELEPHONE POLE WITH GUY WIRE, 2.4 FEET SOUTHEAST
 FU1503'OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD AND ON THE
 FU1503'TOP OF A 1 1/2-INCH PIPE WHICH PROJECTS 0.3 FOOT.
 FU1503
 FU1503                          STATION RECOVERY (1966)
 FU1503
 FU1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1754 ***********************************************************************
 JS1754  TIDAL BM    -  This is a Tidal Bench Mark.
 JS1754  DESIGNATION -  184 S USE
 JS1754  PID         -  JS1754
 JS1754  STATE/COUNTY-  CA/CONTRA COSTA
 JS1754  USGS QUAD   -  ANTIOCH NORTH (1978)
 JS1754
 JS1754                         *CURRENT SURVEY CONTROL
 JS1754  ___________________________________________________________________
 JS1754* NAD 83(1986)-  38 00 58.     (N)    121 48 19.     (W)     SCALED    
 JS1754* NAVD 88     -         3.69   (+/-2cm)      12.1    (feet)  VERTCON   
 JS1754  ___________________________________________________________________
 JS1754  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JS1754  VERT ORDER  -  THIRD (See Below)
 JS1754
 JS1754.The horizontal coordinates were scaled from a topographic map and have
 JS1754.an estimated accuracy of +/- 6 seconds.
 JS1754
 JS1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1754.The vertical order pertains to the NGVD 29 superseded value.
 JS1754
 JS1754.This Tidal Bench Mark is designated as VM 8524
 JS1754.by the Center for Operational Oceanographic Products and Services.
 JS1754
 JS1754.The geoid height was determined by GEOID03.
 JS1754
 JS1754;                    North         East    Units  Estimated Accuracy
 JS1754;SPC CA 3     -   669,060.    1,885,390.      MT  (+/- 180 meters Scaled)
 JS1754
 JS1754                          SUPERSEDED SURVEY CONTROL
 JS1754
 JS1754  NGVD 29 (??/??/??)    2.95   (m)            9.7    (f) RESET       3  
 JS1754
 JS1754.Superseded values are not recommended for survey control.
 JS1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1754.See file dsdata.txt to determine how the superseded data were derived.
 JS1754
 JS1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH048082(NAD 83)
 JS1754_MARKER: DD = SURVEY DISK
 JS1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1754_STAMPING: 184 S
 JS1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1754+STABILITY: SURFACE MOTION
 JS1754
 JS1754  HISTORY     - Date     Condition        Report By
 JS1754  HISTORY     - UNK      MONUMENTED       DOD
 JS1754  HISTORY     - 1960     GOOD             NGS
 JS1754  HISTORY     - 1966     GOOD             NGS
 JS1754
 JS1754                          STATION DESCRIPTION
 JS1754
 JS1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS1754'0.6 MI E FROM ANTIOCH.
 JS1754'0.6 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JS1754'FROM THE STATION ANTIOCH, AT THE EAST END OF A LONG WOODEN
 JS1754'TRESSEL OVER A PORTION OF THE SAN JOAQUIN RIVER, 16.5 FEET NORTH
 JS1754'OF THE NORTH RAIL, 26 1/2 FEET EAST OF THE NORTHEAST CORNER OF
 JS1754'THE TRESSEL, 9 FEET NORTHEAST OF A POLE SUPPORTING A KEEP OFF
 JS1754'SIGN, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN
 JS1754'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 JS1754'FOOT ABOVE THE GROUND.
 JS1754
 JS1754                          STATION RECOVERY (1966)
 JS1754
 JS1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1710 ***********************************************************************
 EW1710  DESIGNATION -  184 USBM
 EW1710  PID         -  EW1710
 EW1710  STATE/COUNTY-  CA/LOS ANGELES
 EW1710  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1710
 EW1710                         *CURRENT SURVEY CONTROL
 EW1710  ___________________________________________________________________
 EW1710* NAD 83(1986)-  34 04 01.     (N)    118 23 21.     (W)     SCALED    
 EW1710* NAVD 88     -        56.77   (+/-2cm)     186.3    (feet)  VERTCON   
 EW1710  ___________________________________________________________________
 EW1710  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1710  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1710
 EW1710.The horizontal coordinates were scaled from a topographic map and have
 EW1710.an estimated accuracy of +/- 6 seconds.
 EW1710
 EW1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1710.The vertical order pertains to the NGVD 29 superseded value.
 EW1710
 EW1710.The geoid height was determined by GEOID03.
 EW1710
 EW1710;                    North         East    Units  Estimated Accuracy
 EW1710;SPC CA 5     -   562,960.    1,964,080.      MT  (+/- 180 meters Scaled)
 EW1710
 EW1710                          SUPERSEDED SURVEY CONTROL
 EW1710
 EW1710  NGVD 29 (??/??/92)   56.00   (m)          183.7    (f) COMPUTED    1 2
 EW1710
 EW1710.Superseded values are not recommended for survey control.
 EW1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1710.See file dsdata.txt to determine how the superseded data were derived.
 EW1710
 EW1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT718704(NAD 83)
 EW1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EW1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1710_SP_SET: CURB
 EW1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1710
 EW1710  HISTORY     - Date     Condition        Report By
 EW1710  HISTORY     - UNK      MONUMENTED       RBNF
 EW1710  HISTORY     - 1945     GOOD             NGS
 EW1710  HISTORY     - 1967     GOOD             CA1980
 EW1710
 EW1710                          STATION DESCRIPTION
 EW1710
 EW1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1710'AT BEVERLY HILLS.
 EW1710'AT BEVERLY HILLS LOCATED AT THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1710'AND DOHENY DRIVE, ON THE NORTH CURB OF WILSHIRE BOULEVARD, BY A
 EW1710'STREET LIGHT POST AND 23.4 FEET WEST OF THE WEST CURBLINE OF DOHENY
 EW1710'DRIVE, ALSO 1.8 FEET WEST OF WEST END OF A CATCH BASIN.  A CHISELED
 EW1710'SQUARE.
 EW1710
 EW1710                          STATION RECOVERY (1967)
 EW1710
 EW1710'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1967
 EW1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0715 ***********************************************************************
 HR0715  DESIGNATION -  184+8800
 HR0715  PID         -  HR0715
 HR0715  STATE/COUNTY-  CA/MARIPOSA
 HR0715  USGS QUAD   -  HALF DOME (1992)
 HR0715
 HR0715                         *CURRENT SURVEY CONTROL
 HR0715  ___________________________________________________________________
 HR0715* NAD 83(1986)-  37 43 36.     (N)    119 36 37.     (W)     SCALED    
 HR0715* NAVD 88     -      1208.87   (+/-2cm)    3966.1    (feet)  VERTCON   
 HR0715  ___________________________________________________________________
 HR0715  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 HR0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0715
 HR0715.The horizontal coordinates were scaled from a topographic map and have
 HR0715.an estimated accuracy of +/- 6 seconds.
 HR0715
 HR0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0715.The vertical order pertains to the NGVD 29 superseded value.
 HR0715
 HR0715.The geoid height was determined by GEOID03.
 HR0715
 HR0715;                    North         East    Units  Estimated Accuracy
 HR0715;SPC CA 3     -   636,510.    2,078,430.      MT  (+/- 180 meters Scaled)
 HR0715
 HR0715                          SUPERSEDED SURVEY CONTROL
 HR0715
 HR0715  NGVD 29 (??/??/92) 1207.654  (m)         3962.11   (f) ADJ UNCH    2 0
 HR0715
 HR0715.Superseded values are not recommended for survey control.
 HR0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0715.See file dsdata.txt to determine how the superseded data were derived.
 HR0715
 HR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB699786(NAD 83)
 HR0715_MARKER: P = PIPE CAP
 HR0715_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0715_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0715_STAMPING: 3961.53 184+8800 1927
 HR0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0715
 HR0715  HISTORY     - Date     Condition        Report By
 HR0715  HISTORY     - 1927     MONUMENTED       BPR
 HR0715  HISTORY     - 1943     GOOD             NGS
 HR0715  HISTORY     - 20070821 GOOD             GEOCAC
 HR0715  HISTORY     - 20080628 GOOD             GEOCAC
 HR0715
 HR0715                          STATION DESCRIPTION
 HR0715
 HR0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0715'1.5 MI SW FROM OLD VILLAGE.
 HR0715'1.5 MILES SOUTHWEST ALONG A ROAD FROM THE GENERAL STORE AT
 HR0715'OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 24 FEET
 HR0715'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A 36-INCH
 HR0715'PINE TREE, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 HR0715'BUREAU OF PUBLIC ROAD STANDARD CAP, STAMPED 3961.53 184+8800
 HR0715'1927 AND FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE.
 HR0715
 HR0715                          STATION RECOVERY (2007)
 HR0715
 HR0715'RECOVERY NOTE BY GEOCACHING 2007 (PFW)
 HR0715'WHITE WOODEN WITNESS POST HAS BEEN REPLACED BY WOODEN WITNESS POST
 HR0715'PAINTED RED.
 HR0715
 HR0715                          STATION RECOVERY (2008)
 HR0715
 HR0715'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 HR0715'FOUND BETWEEN A BLACK ON YELLOW DIAMOND WARNING SIGN THAT HAS TWO
 HR0715'ARROWS ON A POLE WITH A USE LIGHTS SIGN, BOTH ROTATED OUT OF VIEW, AND
 HR0715'A SECOND SIGNPOST ALSO ROTATED OUT OF VIEW WHICH HAS THE BIDIRECTIONAL
 HR0715'ARROWS AND A STANDARD 25 MPH SIGN.
 HR0715'ALSO NEAR A 24 INCH STEEL CULVERT.  N37 43 35.7 W119 36 34.6 AND EST
 HR0715'CEP TENDS TO BE 18 FEET OR MORE DUE TO PROXIMITY OF VALLEY WALLS AND
 HR0715'LIMITED SKY VIEW THAT RESULTS.
 HR0715'GPS ACCURACY VARIES DEPENDING ON SPECIFIC SATELLITE POSITIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1466 ***********************************************************************
 EW1466  DESIGNATION -  184.790 C OF LA
 EW1466  PID         -  EW1466
 EW1466  STATE/COUNTY-  CA/LOS ANGELES
 EW1466  USGS QUAD   -  HOLLYWOOD (1994)
 EW1466
 EW1466                         *CURRENT SURVEY CONTROL
 EW1466  ___________________________________________________________________
 EW1466* NAD 83(1986)-  34 03 30.     (N)    118 20 43.     (W)     SCALED    
 EW1466* NAVD 88     -        57.06   (+/-2cm)     187.2    (feet)  VERTCON   
 EW1466  ___________________________________________________________________
 EW1466  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1466  VERT ORDER  -  THIRD (See Below)
 EW1466
 EW1466.The horizontal coordinates were scaled from a topographic map and have
 EW1466.an estimated accuracy of +/- 6 seconds.
 EW1466
 EW1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1466.The vertical order pertains to the NGVD 29 superseded value.
 EW1466
 EW1466.The geoid height was determined by GEOID03.
 EW1466
 EW1466;                    North         East    Units  Estimated Accuracy
 EW1466;SPC CA 5     -   561,990.    1,968,120.      MT  (+/- 180 meters Scaled)
 EW1466
 EW1466                          SUPERSEDED SURVEY CONTROL
 EW1466
 EW1466  NGVD 29 (??/??/??)   56.29   (m)          184.7    (f) RESET       3  
 EW1466
 EW1466.Superseded values are not recommended for survey control.
 EW1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1466.See file dsdata.txt to determine how the superseded data were derived.
 EW1466
 EW1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758694(NAD 83)
 EW1466_MARKER: S = SPIKE
 EW1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1466_SP_SET: CURB
 EW1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1466
 EW1466  HISTORY     - Date     Condition        Report By
 EW1466  HISTORY     - UNK      MONUMENTED       CA1980
 EW1466  HISTORY     - 1964     GOOD             NGS
 EW1466
 EW1466                          STATION DESCRIPTION
 EW1466
 EW1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1466'AT LOS ANGELES.
 EW1466'AT LOS ANGELES, AT THE INTERSECTION OF LA BREA AVENUE AND 9TH
 EW1466'STREET, IN THE TOP OF THE WEST CURB AT THE SOUTH END OF A CATCH
 EW1466'BASIN ALONG THE AVENUE, 17.3 FEET NORTH OF THE NORTH CURB OF
 EW1466'THE STREET, AND ABOUT LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0958 ***********************************************************************
 HS0958  DESIGNATION -  1843
 HS0958  PID         -  HS0958
 HS0958  STATE/COUNTY-  CA/TUOLUMNE
 HS0958  USGS QUAD   -  MOCCASIN (1987)
 HS0958
 HS0958                         *CURRENT SURVEY CONTROL
 HS0958  ___________________________________________________________________
 HS0958* NAD 83(1986)-  37 48 47.     (N)    120 17 23.     (W)     SCALED    
 HS0958* NAVD 88     -       563.23   (+/-2cm)    1847.9    (feet)  VERTCON   
 HS0958  ___________________________________________________________________
 HS0958  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HS0958  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0958
 HS0958.The horizontal coordinates were scaled from a topographic map and have
 HS0958.an estimated accuracy of +/- 6 seconds.
 HS0958
 HS0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0958.The vertical order pertains to the NGVD 29 superseded value.
 HS0958
 HS0958.The geoid height was determined by GEOID03.
 HS0958
 HS0958;                    North         East    Units  Estimated Accuracy
 HS0958;SPC CA 3     -   645,750.    2,018,520.      MT  (+/- 180 meters Scaled)
 HS0958
 HS0958                          SUPERSEDED SURVEY CONTROL
 HS0958
 HS0958  NGVD 29 (??/??/92)  562.484  (m)         1845.42   (f) ADJ UNCH    1 2
 HS0958
 HS0958.Superseded values are not recommended for survey control.
 HS0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0958.See file dsdata.txt to determine how the superseded data were derived.
 HS0958
 HS0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG385885(NAD 83)
 HS0958_MARKER: DD = SURVEY DISK
 HS0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0958_SP_SET: ANCHOR BLOCK
 HS0958_STAMPING: 1843 146
 HS0958_MARK LOGO: CA3290
 HS0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0958
 HS0958  HISTORY     - Date     Condition        Report By
 HS0958  HISTORY     - UNK      MONUMENTED       CA3290
 HS0958  HISTORY     - 1956     GOOD             CGS
 HS0958
 HS0958                          STATION DESCRIPTION
 HS0958
 HS0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0958'0.6 MI NE FROM MOCCASIN.
 HS0958'0.57 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0958'FROM THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST
 HS0958'CORNER OF THE ELEVENTH CONCRETE ANCHOR BLOCK NORTHEAST OF THE
 HS0958'POWERHOUSE, AND ABOUT 5 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2275 ***********************************************************************
 HS2275  DESIGNATION -  185 B USGS
 HS2275  PID         -  HS2275
 HS2275  STATE/COUNTY-  CA/STANISLAUS
 HS2275  USGS QUAD   -  OAKDALE (1987)
 HS2275
 HS2275                         *CURRENT SURVEY CONTROL
 HS2275  ___________________________________________________________________
 HS2275* NAD 83(1986)-  37 47 20.     (N)    120 51 45.     (W)     SCALED    
 HS2275* NAVD 88     -        57.48   (+/-2cm)     188.6    (feet)  VERTCON   
 HS2275  ___________________________________________________________________
 HS2275  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HS2275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2275
 HS2275.The horizontal coordinates were scaled from a topographic map and have
 HS2275.an estimated accuracy of +/- 6 seconds.
 HS2275
 HS2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2275.The vertical order pertains to the NGVD 29 superseded value.
 HS2275
 HS2275.The geoid height was determined by GEOID03.
 HS2275
 HS2275;                    North         East    Units  Estimated Accuracy
 HS2275;SPC CA 3     -   643,100.    1,968,070.      MT  (+/- 180 meters Scaled)
 HS2275
 HS2275                          SUPERSEDED SURVEY CONTROL
 HS2275
 HS2275  NGVD 29 (??/??/92)   56.72   (m)          186.1    (f) COMPUTED    2 0
 HS2275
 HS2275.Superseded values are not recommended for survey control.
 HS2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2275.See file dsdata.txt to determine how the superseded data were derived.
 HS2275
 HS2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG882845(NAD 83)
 HS2275_MARKER: P = PIPE CAP
 HS2275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2275_STAMPING: 185 B 1911
 HS2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2275
 HS2275  HISTORY     - Date     Condition        Report By
 HS2275  HISTORY     - 1911     MONUMENTED       USGS
 HS2275  HISTORY     - 1963     GOOD             NGS
 HS2275
 HS2275                          STATION DESCRIPTION
 HS2275
 HS2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS2275'1.8 MI NW FROM OAKDALE.
 HS2275'1.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 120 FROM THE SOUTHERN
 HS2275'PACIFIC RAILROAD STATION AT OAKDALE, THENCE 0.05 MILE NORTH ALONG
 HS2275'TWENTYSIX MILE ROAD, AT THE EAST CORNER OF A CORRAL, 37 FEET
 HS2275'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 46.0 FEET
 HS2275'NORTH-NORTHEAST OF TELEPHONE POLE 246 WITH A GUY WIRE, 3.3 FEET
 HS2275'SOUTHWEST OF THE EAST CORNER OF THE CORRAL, 0.5 FOOT SOUTHEAST
 HS2275'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND A CAP
 HS2275'RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1.5 FEET ABOVE
 HS2275'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0383 ***********************************************************************
 DY0383  DESIGNATION -  185 C OF LB
 DY0383  PID         -  DY0383
 DY0383  STATE/COUNTY-  CA/LOS ANGELES
 DY0383  USGS QUAD   -  LONG BEACH (1981)
 DY0383
 DY0383                         *CURRENT SURVEY CONTROL
 DY0383  ___________________________________________________________________
 DY0383* NAD 83(1986)-  33 46 45.     (N)    118 08 29.     (W)     SCALED    
 DY0383* NAVD 88     -         6.11   (+/-2cm)      20.0    (feet)  VERTCON   
 DY0383  ___________________________________________________________________
 DY0383  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DY0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0383
 DY0383.The horizontal coordinates were scaled from a topographic map and have
 DY0383.an estimated accuracy of +/- 6 seconds.
 DY0383
 DY0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0383.The vertical order pertains to the NGVD 29 superseded value.
 DY0383
 DY0383.The geoid height was determined by GEOID03.
 DY0383
 DY0383;                    North         East    Units  Estimated Accuracy
 DY0383;SPC CA 5     -   530,980.    1,986,900.      MT  (+/- 180 meters Scaled)
 DY0383
 DY0383                          SUPERSEDED SURVEY CONTROL
 DY0383
 DY0383  NGVD 29 (??/??/92)    5.332  (m)           17.49   (f) ADJ UNCH    1 2
 DY0383
 DY0383.Superseded values are not recommended for survey control.
 DY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0383.See file dsdata.txt to determine how the superseded data were derived.
 DY0383
 DY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943382(NAD 83)
 DY0383_MARKER: DD = SURVEY DISK
 DY0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0383_STAMPING: LBBM NO 185
 DY0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0383+STABILITY: SURFACE MOTION
 DY0383
 DY0383  HISTORY     - Date     Condition        Report By
 DY0383  HISTORY     - UNK      MONUMENTED       CA1970
 DY0383  HISTORY     - 1954     GOOD             NGS
 DY0383  HISTORY     - 1964     GOOD             NGS
 DY0383  HISTORY     - 20061226 MARK NOT FOUND   GEOCAC
 DY0383
 DY0383                          STATION DESCRIPTION
 DY0383
 DY0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0383'AT LONG BEACH.
 DY0383'AT LONG BEACH, 0.2 MILE SOUTH ALONG XIMENO AVENUE FROM THE
 DY0383'INTERSECTION OF ANAHEIM STREET, AT THE NORTHWEST CORNER OF THE
 DY0383'INTERSECTION OF TENTH STREET, DIAGONALLY ACROSS THE INTERSECTION
 DY0383'FROM WOODROW WILSON HIGH SCHOOL, IN THE CONCRETE SIDEWALK, 17.4
 DY0383'FEET NORTH OF THE NORTH CURB OF THE STREET, 4.1 FEET WEST OF THE
 DY0383'WEST CURB OF THE AVENUE, 0.5 FOOT UNDERGROUND, AND SET IN THE
 DY0383'TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 DY0383'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0383
 DY0383                          STATION RECOVERY (1964)
 DY0383
 DY0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0383'RECOVERED IN GOOD CONDITION.
 DY0383
 DY0383                          STATION RECOVERY (2006)
 DY0383
 DY0383'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0383'A DILIGENT SEARCH OF THE AREA INDICATES THE FORMER LOCATION OF THIS
 DY0383'MARK IS JUST NORTH OF A TRAFFIC SIGNAL CONTROL BOX. THE SIDEWALK IS
 DY0383'SOLID AT THIS LOCATION INDICATING THAT THE MARK HAS BEEN DESTROYED.
 DY0383'IF THE MARK EXISTS, IT IS BURIED AND OF NO USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1493 ***********************************************************************
 FU1493  DESIGNATION -  185 DWR
 FU1493  PID         -  FU1493
 FU1493  STATE/COUNTY-  CA/KERN
 FU1493  USGS QUAD   -  TUPMAN (1973)
 FU1493
 FU1493                         *CURRENT SURVEY CONTROL
 FU1493  ___________________________________________________________________
 FU1493* NAD 83(1986)-  35 16 28.     (N)    119 19 20.     (W)     SCALED    
 FU1493* NAVD 88     -       103.22   (+/-2cm)     338.6    (feet)  VERTCON   
 FU1493  ___________________________________________________________________
 FU1493  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 FU1493  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1493
 FU1493.The horizontal coordinates were scaled from a topographic map and have
 FU1493.an estimated accuracy of +/- 6 seconds.
 FU1493
 FU1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1493.The vertical order pertains to the NGVD 29 superseded value.
 FU1493
 FU1493.The geoid height was determined by GEOID03.
 FU1493
 FU1493;                    North         East    Units  Estimated Accuracy
 FU1493;SPC CA 5     -   697,630.    1,879,710.      MT  (+/- 180 meters Scaled)
 FU1493
 FU1493                          SUPERSEDED SURVEY CONTROL
 FU1493
 FU1493  NGVD 29 (??/??/92)  102.438  (m)          336.08   (f) ADJ UNCH    1 1
 FU1493
 FU1493.Superseded values are not recommended for survey control.
 FU1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1493.See file dsdata.txt to determine how the superseded data were derived.
 FU1493
 FU1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV887059(NAD 83)
 FU1493_MARKER: DD = SURVEY DISK
 FU1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1493_STAMPING: BM 185 1959
 FU1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1493+STABILITY: SURFACE MOTION
 FU1493
 FU1493  HISTORY     - Date     Condition        Report By
 FU1493  HISTORY     - 1959     MONUMENTED       CADWR
 FU1493  HISTORY     - 1964     GOOD             NGS
 FU1493  HISTORY     - 1975     GOOD             NGS
 FU1493
 FU1493                          STATION DESCRIPTION
 FU1493
 FU1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1493'2.4 MI SE FROM TUPMAN.
 FU1493'2.35 MILES SOUTHEAST ALONG TUPMAN ROAD FROM THE POST OFFICE AT
 FU1493'TUPMAN, THENCE 0.1 MILE WEST ALONG AN ASPHALT ROAD, AT THE
 FU1493'JUNCTION OF TWO OILED ROADS LEADING SOUTH, 1.0 MILE NORTHWEST
 FU1493'OF THE JUNCTION OF STATE HIGHWAY 119 AND BENCH MARK R 7 (USGS),
 FU1493'63 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF
 FU1493'THE CENTER LINE OF THE WEST ONE OF TWO OILED ROADS SOUTH, 30
 FU1493'FEET WEST OF THE CENTER LINE OF THE EAST ONE OF THE TWO ROADS,
 FU1493'IN THE CENTER OF THE SPACE BETWEEN THREE 3-INCH IRON PIPES
 FU1493'WHICH PROJECT 3 FEET ABOVE THE GROUND, 1 FOOT HIGHER THAN THE
 FU1493'ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 FU1493
 FU1493                          STATION RECOVERY (1975)
 FU1493
 FU1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0043 ***********************************************************************
 HT0043  DESIGNATION -  185+75 EBMUD
 HT0043  PID         -  HT0043
 HT0043  STATE/COUNTY-  CA/ALAMEDA
 HT0043  USGS QUAD   -  OAKLAND EAST (1997)
 HT0043
 HT0043                         *CURRENT SURVEY CONTROL
 HT0043  ___________________________________________________________________
 HT0043* NAD 83(1986)-  37 51 06.     (N)    122 14 23.     (W)     SCALED    
 HT0043* NAVD 88     -        89.81   (+/-2cm)     294.7    (feet)  VERTCON   
 HT0043  ___________________________________________________________________
 HT0043  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0043  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0043
 HT0043.The horizontal coordinates were scaled from a topographic map and have
 HT0043.an estimated accuracy of +/- 6 seconds.
 HT0043
 HT0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0043.The vertical order pertains to the NGVD 29 superseded value.
 HT0043
 HT0043.The geoid height was determined by GEOID03.
 HT0043
 HT0043;                    North         East    Units  Estimated Accuracy
 HT0043;SPC CA 3     -   651,430.    1,846,910.      MT  (+/- 180 meters Scaled)
 HT0043
 HT0043                          SUPERSEDED SURVEY CONTROL
 HT0043
 HT0043  NGVD 29 (??/??/??)   88.964  (m)          291.88   (f) ADJUSTED    1 1
 HT0043
 HT0043.Superseded values are not recommended for survey control.
 HT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0043.See file dsdata.txt to determine how the superseded data were derived.
 HT0043
 HT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG668896(NAD 83)
 HT0043_MARKER: DD = SURVEY DISK
 HT0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0043_SP_SET: BRIDGE WALL
 HT0043_STAMPING: 185+75
 HT0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0043
 HT0043  HISTORY     - Date     Condition        Report By
 HT0043  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0043  HISTORY     - 1958     GOOD             NGS
 HT0043  HISTORY     - 1967     GOOD             NGS
 HT0043  HISTORY     - 1987     GOOD             USPSQD
 HT0043
 HT0043                          STATION DESCRIPTION
 HT0043
 HT0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0043'AT OAKLAND.
 HT0043'AT OAKLAND, ABOUT 300 FEET NORTH OF THE INTERSECTION OF CHABOT
 HT0043'ROAD AND GOLDEN GATE AVENUE, AT AN ABANDONED SACRAMENTO-NORTHERN
 HT0043'RAILWAY BRIDGE, SET VERTICALLY IN THE APPROXIMATE CENTER OF THE
 HT0043'EAST FACE OF THE WEST CONCRETE WING WALL (FORMERLY THE WEST
 HT0043'ABUTMENT), 6 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD,
 HT0043'AND ABOUT 3 FEET ABOVE THE GROUND.
 HT0043
 HT0043                          STATION RECOVERY (1967)
 HT0043
 HT0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0043'RECOVERED IN GOOD CONDITION.
 HT0043
 HT0043                          STATION RECOVERY (1987)
 HT0043
 HT0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1484 ***********************************************************************
 EW1484  DESIGNATION -  185.324 C OF LA
 EW1484  PID         -  EW1484
 EW1484  STATE/COUNTY-  CA/LOS ANGELES
 EW1484  USGS QUAD   -  HOLLYWOOD (1994)
 EW1484
 EW1484                         *CURRENT SURVEY CONTROL
 EW1484  ___________________________________________________________________
 EW1484* NAD 83(1986)-  34 03 45.     (N)    118 21 17.     (W)     SCALED    
 EW1484* NAVD 88     -        57.20   (+/-2cm)     187.7    (feet)  VERTCON   
 EW1484  ___________________________________________________________________
 EW1484  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1484  VERT ORDER  -  THIRD (See Below)
 EW1484
 EW1484.The horizontal coordinates were scaled from a topographic map and have
 EW1484.an estimated accuracy of +/- 6 seconds.
 EW1484
 EW1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1484.The vertical order pertains to the NGVD 29 superseded value.
 EW1484
 EW1484.The geoid height was determined by GEOID03.
 EW1484
 EW1484;                    North         East    Units  Estimated Accuracy
 EW1484;SPC CA 5     -   562,450.    1,967,250.      MT  (+/- 180 meters Scaled)
 EW1484
 EW1484                          SUPERSEDED SURVEY CONTROL
 EW1484
 EW1484  NGVD 29 (??/??/??)   56.43   (m)          185.1    (f) RESET       3  
 EW1484
 EW1484.Superseded values are not recommended for survey control.
 EW1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1484.See file dsdata.txt to determine how the superseded data were derived.
 EW1484
 EW1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749699(NAD 83)
 EW1484_MARKER: S = SPIKE
 EW1484_SETTING: 0 = UNSPECIFIED SETTING
 EW1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1484
 EW1484  HISTORY     - Date     Condition        Report By
 EW1484  HISTORY     - UNK      MONUMENTED       CA1980
 EW1484  HISTORY     - 1945     GOOD             NGS
 EW1484  HISTORY     - 1964     GOOD             NGS
 EW1484
 EW1484                          STATION DESCRIPTION
 EW1484
 EW1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1484'AT LOS ANGELES.
 EW1484'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1484'CURSON AVENUE.  LOCATED IN A RETAINING WALL ON THE SOUTH EDGE
 EW1484'OF HANCOCK PARK ON THE NORTH SIDE OF WILSHIRE AND WEST OF CURSON
 EW1484'AVENUE, 16.5 FEET NORTH OF THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1484'3.8 FEET WEST OF THE EAST END OF RETAINING WALL, 0.8 FOOT ABOVE
 EW1484'THE SIDEWALK LEVEL, AND 192.0 FEET WEST OF WEST CURB OF CURSON
 EW1484'AVENUE.  A CUT SPIKE SET IN CONCRETE.
 EW1484
 EW1484                          STATION RECOVERY (1964)
 EW1484
 EW1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5106 ***********************************************************************
 HS5106  DESIGNATION -  1854=WEIDEMANN
 HS5106  PID         -  HS5106
 HS5106  STATE/COUNTY-  CA/CONTRA COSTA
 HS5106  USGS QUAD   -  DUBLIN (1980)
 HS5106
 HS5106                         *CURRENT SURVEY CONTROL
 HS5106  ___________________________________________________________________
 HS5106* NAD 83(1992)-  37 44 17.88860(N)    121 59 41.59439(W)     ADJUSTED  
 HS5106* NAVD 88     -       564.8    (meters)    1853.     (feet)  VERTCON   
 HS5106  ___________________________________________________________________
 HS5106  EPOCH DATE  -        1991.35
 HS5106  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HS5106  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HS5106  HORZ ORDER  -  FIRST
 HS5106
 HS5106.The horizontal coordinates were established by classical geodetic methods
 HS5106.and adjusted by the National Geodetic Survey in March 1994.
 HS5106.The horizontal coordinates are valid at the epoch date displayed above.
 HS5106.The epoch date for horizontal control is a decimal equivalence
 HS5106.of Year/Month/Day.
 HS5106
 HS5106.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS5106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS5106
 HS5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS5106
 HS5106.The geoid height was determined by GEOID03.
 HS5106
 HS5106;                    North         East     Units Scale Factor Converg.
 HS5106;SPC CA 3     -   638,480.149 1,868,250.083   MT  0.99992920   -0 54 54.8
 HS5106;SPC CA 3     - 2,094,746.96  6,129,417.15   sFT  0.99992920   -0 54 54.8
 HS5106;UTM  10      - 4,177,255.236   588,560.028   MT  0.99969660   +0 36 54.8
 HS5106
 HS5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS5106!SPC CA 3     -   0.99991644  x   0.99992920  =   0.99984565
 HS5106!UTM  10      -   0.99991644  x   0.99969660  =   0.99961307
 HS5106
 HS5106|---------------------------------------------------------------------|
 HS5106| PID    Reference Object                     Distance      Geod. Az  |
 HS5106|                                                           dddmmss.s |
 HS5106| DB3980 WEIDEMANN RM 1                       14.958 METERS 03859     |
 HS5106| DB3979 WEIDEMANN AZ MK                                    1355249.5 |
 HS5106| HS5112 WEIDEMANN RM 2                       16.073 METERS 17411     |
 HS5106|---------------------------------------------------------------------|
 HS5106
 HS5106                          SUPERSEDED SURVEY CONTROL
 HS5106
 HS5106  NAD 83(1986)-  37 44 17.88580(N)    121 59 41.59075(W) AD(1984.00) 1
 HS5106  NAD 27      -  37 44 18.14400(N)    121 59 37.73500(W) AD(       ) 1
 HS5106  NGVD 29 (07/19/86)  563.9    (m)         1850.     (f) VERT ANG    3  
 HS5106
 HS5106.Superseded values are not recommended for survey control.
 HS5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5106.See file dsdata.txt to determine how the superseded data were derived.
 HS5106
 HS5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG8856077255(NAD 83)
 HS5106_MARKER: Z = SEE DESCRIPTION
 HS5106_SETTING: 0 = UNSPECIFIED SETTING
 HS5106
 HS5106  HISTORY     - Date     Condition        Report By
 HS5106  HISTORY     - 1947     MONUMENTED       CGS
 HS5106  HISTORY     - 1951     SEE DESCRIPTION  CGS
 HS5106
 HS5106                          STATION DESCRIPTION
 HS5106
 HS5106'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WMG)
 HS5106'THE STATION IS A STANDARD U.S.G.S. BRONZ DISK SET IN A BOULDER,
 HS5106'STAMPED ELEV ELEVATION ABOVE SEA LEVEL V.A. 1854.  IT IS
 HS5106'ON THE SOUTH END OF THE HIGHEST POINT OF DIVIDE RIDGE, ABOUT
 HS5106'4 MILES NW OF DUBLIN, 5 MILES S. OF DANVILLE, AND 6 MILES
 HS5106'NE. OF HAYWARD, NEAR OR ON THE ALAMEDA-CONTRA COSTA COUNTY
 HS5106'LINE.  THE STATION IS 250 FEET SSW OF THE ACTUAL SUMMIT.
 HS5106'
 HS5106'REFERENCE MARK NO. 1 (NOTE 12A) IS STAMPED WEIDEMANN USGS
 HS5106'NO 1 1947 AND IS FLUSH WITH THE SURFACE.  IT IS ON THE NORTHEASTERN
 HS5106'EDGE OF THE RIDGE.
 HS5106'
 HS5106'REFERENCE MARK NO 2 (NOTE 12A) IS STAMPED WEIDEMANN USGS
 HS5106'NO 2 1947 AND PROJECTS 4 INCHES ABOVE THE SURFACE.  IT IS 50
 HS5106'FEET WSW OF THE RIDGE LINE.
 HS5106'
 HS5106'THE AZIMUTH MARK IS STAMPED WEIDEMANN USGS 1947 AND IS SET
 HS5106'IN OUTCROPPING OF BEDROCK.  IT IS ON THE NW POINT OF A SMALL
 HS5106'NW-SE RIDGE, 100 YARDS WEST OF A STONE FENCE.
 HS5106'
 HS5106'TO REACH THE STATION FROM THE JUNCTION OF REDWOOD CANYON
 HS5106'RD. AND U.S. HIGHWAY 50 IN CASTRO VALLEY, GO EAST ON U.S. 50
 HS5106'FOR 3.3 MILES TO THE EDEN CANYON ROAD ON THE LEFT.  TURN
 HS5106'LEFT ON THE EADEN CANYON ROAD AND GO FOR 1.15 MILES TO THE
 HS5106'DAVILLA BROS. RANCH AND ETT.  FROM THE WEST SIDE OF THE TOOL
 HS5106'SHED, PACK NORTHERLY UP AN OLD ROAD, THENCE NORTHEASTERLY,
 HS5106'CONTINUEING ON OLD ROAD UP STEEP HILLSIDE TO SADDLE ON TOP
 HS5106'(TO REACH THE AZIMUTH MARK FROM HERE, PACK EASTERLY ABOUT
 HS5106'300 YARDS TO POINT OF SMALL RIDGE AND MARK IN ROCK) HERE
 HS5106'LEAVE OLD ROAD AND PACK NORTHWESTERLY TO HIGHEST POINT AND
 HS5106'STATION.
 HS5106
 HS5106                          STATION RECOVERY (1951)
 HS5106
 HS5106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCE)
 HS5106'THE STATION WAS FOUND DESTROYED.  A NEW STATION MARK, STAMPED
 HS5106'WEIDEMANN 2 1951, WAS SET NEAR THE LOCATION OF THE ORIGINAL
 HS5106'MARK.  AN ADDITIONAL REFERENCE MARK, STAMPED WEIDEMANN 2
 HS5106'NO 3 1951, WAS ESTABLISHED.
 HS5106'
 HS5106'SEE NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0307 ***********************************************************************
 DY0307  DESIGNATION -  186 C OF LB
 DY0307  PID         -  DY0307
 DY0307  STATE/COUNTY-  CA/LOS ANGELES
 DY0307  USGS QUAD   -  LONG BEACH (1981)
 DY0307
 DY0307                         *CURRENT SURVEY CONTROL
 DY0307  ___________________________________________________________________
 DY0307* NAD 83(1986)-  33 46 58.     (N)    118 08 45.     (W)     SCALED    
 DY0307* NAVD 88     -         6.40   (+/-2cm)      21.0    (feet)  VERTCON   
 DY0307  ___________________________________________________________________
 DY0307  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0307
 DY0307.The horizontal coordinates were scaled from a topographic map and have
 DY0307.an estimated accuracy of +/- 6 seconds.
 DY0307
 DY0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0307.The vertical order pertains to the NGVD 29 superseded value.
 DY0307
 DY0307.The geoid height was determined by GEOID03.
 DY0307
 DY0307;                    North         East    Units  Estimated Accuracy
 DY0307;SPC CA 5     -   531,380.    1,986,490.      MT  (+/- 180 meters Scaled)
 DY0307
 DY0307                          SUPERSEDED SURVEY CONTROL
 DY0307
 DY0307  NGVD 29 (??/??/92)    5.627  (m)           18.46   (f) ADJ UNCH    1 2
 DY0307
 DY0307.Superseded values are not recommended for survey control.
 DY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0307.See file dsdata.txt to determine how the superseded data were derived.
 DY0307
 DY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT939386(NAD 83)
 DY0307_MARKER: DD = SURVEY DISK
 DY0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0307+STABILITY: SURFACE MOTION
 DY0307
 DY0307  HISTORY     - Date     Condition        Report By
 DY0307  HISTORY     - UNK      MONUMENTED       CA1970
 DY0307  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0307  HISTORY     - 1965     GOOD             NGS
 DY0307  HISTORY     - 20070413 MARK NOT FOUND   GEOCAC
 DY0307
 DY0307                          STATION DESCRIPTION
 DY0307
 DY0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0307'AT LONG BEACH.
 DY0307'AT THE NORTHEAST CORNER OF INTERSECTION OF ANAHEIM STREET WITH
 DY0307'TERMINO AVENUE, 20 FEET NORTH OF NORTH CURB LINE OF ANAHEIM
 DY0307'STREET, 1.0 FOOT WEST OF WEST EDGE OF NORTH-SOUTH SIDEWALK,
 DY0307'IN ENTRANCE TO SERVICE STATION, CONCRETE POST ABOUT 0.5 FOOT
 DY0307'UNDER PAVEMENT, REACHED THROUGH A 6-INCH IRON PIPE WITH COVER
 DY0307'MARKED LBBM.  NOTE-- A NEW CONCRETE DRIVE HAS BEEN BUILT TO
 DY0307'SERVICE STATION, AND THE MARK WAS NOT COVERED WITH CONCRETE.
 DY0307
 DY0307                          STATION RECOVERY (1965)
 DY0307
 DY0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0307'RECOVERED IN GOOD CONDITION.
 DY0307
 DY0307                          STATION RECOVERY (2007)
 DY0307
 DY0307'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0307'THERE IS A MARK ON THE CORRECT CORNER, BUT THE LOCATION DOES NOT MATCH
 DY0307'THE DESCRIPTION.  IT IS LEVEL WITH THE SIDEWALK AND NOT IN A WELL AS
 DY0307'DESCRIBED.  FINALLY, IT IS STAMPED 1968, WHICH WOULD INDICATE THAT THE
 DY0307'ORIGINAL UNDERGROUND MARK WAS DESTROYED AND REPLACED WITH THE CURRENT
 DY0307'MARK, ALSO STAMPED C.L.B. B.M. 186.  THIS MARK SHOULD BE CONSIDERED
 DY0307'LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0349 ***********************************************************************
 DW0349  DESIGNATION -  186 USGS
 DW0349  PID         -  DW0349
 DW0349  STATE/COUNTY-  CA/IMPERIAL
 DW0349  USGS QUAD   -  TORTUGA (1992)
 DW0349
 DW0349                         *CURRENT SURVEY CONTROL
 DW0349  ___________________________________________________________________
 DW0349* NAD 83(1986)-  33 10 02.     (N)    115 20 35.     (W)     SCALED    
 DW0349* NAVD 88     -        57.71   (+/-2cm)     189.3    (feet)  VERTCON   
 DW0349  ___________________________________________________________________
 DW0349  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DW0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0349
 DW0349.The horizontal coordinates were scaled from a topographic map and have
 DW0349.an estimated accuracy of +/- 6 seconds.
 DW0349
 DW0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0349.The vertical order pertains to the NGVD 29 superseded value.
 DW0349
 DW0349.The geoid height was determined by GEOID03.
 DW0349
 DW0349;                    North         East    Units  Estimated Accuracy
 DW0349;SPC CA 6     -   611,330.    2,084,590.      MT  (+/- 180 meters Scaled)
 DW0349
 DW0349                          SUPERSEDED SURVEY CONTROL
 DW0349
 DW0349  NGVD 29 (??/??/??)   56.972  (m)          186.92   (f) ADJUSTED    2 0
 DW0349
 DW0349.Superseded values are not recommended for survey control.
 DW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0349.See file dsdata.txt to determine how the superseded data were derived.
 DW0349
 DW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS545710(NAD 83)
 DW0349_MARKER: P = PIPE CAP
 DW0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0349_STAMPING: 186 SB
 DW0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0349
 DW0349  HISTORY     - Date     Condition        Report By
 DW0349  HISTORY     - UNK      MONUMENTED       USGS
 DW0349  HISTORY     - 1935     GOOD             NGS
 DW0349
 DW0349                          STATION DESCRIPTION
 DW0349
 DW0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0349'AT TORTUGA.
 DW0349'AT TORTUGA, IMPERIAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 DW0349'12 RAILS NORTHWEST OF THE STATION SIGN, 0.5 MILE EAST OF
 DW0349'MILEPOST 678, 28 RAILS NORTHEAST OF SEMAPHORE 678.34 AND 678.4,
 DW0349'27-1/2 RAILS NORTHWEST OF BRIDGE 678.69, 72 FEET NORTHWEST OF A
 DW0349'TELEPHONE POLE, AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DW0349'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DW0349'186 SB AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1-1/2
 DW0349'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1479 ***********************************************************************
 EW1479  DESIGNATION -  186.954 C OF LA
 EW1479  PID         -  EW1479
 EW1479  STATE/COUNTY-  CA/LOS ANGELES
 EW1479  USGS QUAD   -  HOLLYWOOD (1994)
 EW1479
 EW1479                         *CURRENT SURVEY CONTROL
 EW1479  ___________________________________________________________________
 EW1479* NAD 83(1986)-  34 03 33.     (N)    118 20 43.     (W)     SCALED    
 EW1479* NAVD 88     -        57.72   (+/-2cm)     189.4    (feet)  VERTCON   
 EW1479  ___________________________________________________________________
 EW1479  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1479  VERT ORDER  -  THIRD (See Below)
 EW1479
 EW1479.The horizontal coordinates were scaled from a topographic map and have
 EW1479.an estimated accuracy of +/- 6 seconds.
 EW1479
 EW1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1479.The vertical order pertains to the NGVD 29 superseded value.
 EW1479
 EW1479.The geoid height was determined by GEOID03.
 EW1479
 EW1479;                    North         East    Units  Estimated Accuracy
 EW1479;SPC CA 5     -   562,080.    1,968,120.      MT  (+/- 180 meters Scaled)
 EW1479
 EW1479                          SUPERSEDED SURVEY CONTROL
 EW1479
 EW1479  NGVD 29 (??/??/??)   56.95   (m)          186.8    (f) RESET       3  
 EW1479
 EW1479.Superseded values are not recommended for survey control.
 EW1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1479.See file dsdata.txt to determine how the superseded data were derived.
 EW1479
 EW1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758695(NAD 83)
 EW1479_MARKER: S = SPIKE
 EW1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1479_SP_SET: CATCH BASIN
 EW1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1479
 EW1479  HISTORY     - Date     Condition        Report By
 EW1479  HISTORY     - UNK      MONUMENTED       CA1980
 EW1479  HISTORY     - 1964     GOOD             NGS
 EW1479
 EW1479                          STATION DESCRIPTION
 EW1479
 EW1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1479'AT LOS ANGELES.
 EW1479'AT LOS ANGELES, AT THE INTERSECTION OF LA BREA AVENUE AND 8TH
 EW1479'STREET, IN THE TOP OF THE EAST EDGE OF A CONCRETE CATCH BASIN,
 EW1479'20.4 FEET WEST OF THE EXTENDED CENTER OF THE WEST CURB OF THE
 EW1479'AVENUE, 2.8 FEET NORTH OF THE NORTH CURB OF THE STREET, 2.2 FEET
 EW1479'NORTHWEST OF A SIGNAL LIGHT POLE, AND ABOUT LEVEL WITH THE
 EW1479'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0884 ***********************************************************************
 FV0884  DESIGNATION -  1865 USGS
 FV0884  PID         -  FV0884
 FV0884  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0884  USGS QUAD   -  LOS MACHOS HILLS (1976)
 FV0884
 FV0884                         *CURRENT SURVEY CONTROL
 FV0884  ___________________________________________________________________
 FV0884* NAD 83(1986)-  35 13 30.     (N)    120 13 24.     (W)     SCALED    
 FV0884* NAVD 88     -       569.90   (+/-2cm)    1869.7    (feet)  VERTCON   
 FV0884  ___________________________________________________________________
 FV0884  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 FV0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0884
 FV0884.The horizontal coordinates were scaled from a topographic map and have
 FV0884.an estimated accuracy of +/- 6 seconds.
 FV0884
 FV0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0884.The vertical order pertains to the NGVD 29 superseded value.
 FV0884
 FV0884.The geoid height was determined by GEOID03.
 FV0884
 FV0884;                    North         East    Units  Estimated Accuracy
 FV0884;SPC CA 5     -   693,590.    1,797,620.      MT  (+/- 180 meters Scaled)
 FV0884
 FV0884                          SUPERSEDED SURVEY CONTROL
 FV0884
 FV0884  NGVD 29 (??/??/92)  569.018  (m)         1866.85   (f) ADJ UNCH    2 0
 FV0884
 FV0884.Superseded values are not recommended for survey control.
 FV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0884.See file dsdata.txt to determine how the superseded data were derived.
 FV0884
 FV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE527015(NAD 83)
 FV0884_MARKER: P = PIPE CAP
 FV0884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0884_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0884_STAMPING: 1865 B CAL 1906
 FV0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0884
 FV0884  HISTORY     - Date     Condition        Report By
 FV0884  HISTORY     - 1906     MONUMENTED       USGS
 FV0884  HISTORY     - 1956     GOOD             NGS
 FV0884
 FV0884                          STATION DESCRIPTION
 FV0884
 FV0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0884'3.2 MI SE FROM AVENALES GUARD STATION.
 FV0884'3.2 MILES SOUTHEAST ALONG BRANCH MOUNTAIN ROAD FROM THE AVENALES
 FV0884'GUARD STATION, AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH,
 FV0884'75.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD,
 FV0884'29 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 FV0884'SOUTHWEST OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST,
 FV0884'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND RIVETED ON TOP OF
 FV0884'A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0598 ***********************************************************************
 KS0598  DESIGNATION -  1866.36 PGECO
 KS0598  PID         -  KS0598
 KS0598  STATE/COUNTY-  CA/PLUMAS
 KS0598  USGS QUAD   -  STORRIE (1994)
 KS0598
 KS0598                         *CURRENT SURVEY CONTROL
 KS0598  ___________________________________________________________________
 KS0598* NAD 83(1986)-  39 54 31.     (N)    121 20 08.     (W)     SCALED    
 KS0598* NAVD 88     -       570.867  (meters)    1872.92   (feet)  ADJUSTED  
 KS0598  ___________________________________________________________________
 KS0598  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KS0598  DYNAMIC HT  -         570.445 (meters)    1871.54  (feet)  COMP
 KS0598  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 KS0598
 KS0598  VERT ORDER  -  SECOND    CLASS 0
 KS0598
 KS0598.The horizontal coordinates were scaled from a topographic map and have
 KS0598.an estimated accuracy of +/- 6 seconds.
 KS0598
 KS0598.The orthometric height was determined by differential leveling
 KS0598.and adjusted in June 1991.
 KS0598
 KS0598.The geoid height was determined by GEOID03.
 KS0598
 KS0598.The dynamic height is computed by dividing the NAVD 88
 KS0598.geopotential number by the normal gravity value computed on the
 KS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0598.degrees latitude (g = 980.6199 gals.).
 KS0598
 KS0598.The modeled gravity was interpolated from observed gravity values.
 KS0598
 KS0598;                    North         East    Units  Estimated Accuracy
 KS0598;SPC CA 1     -   564,100.    2,056,820.      MT  (+/- 180 meters Scaled)
 KS0598
 KS0598                          SUPERSEDED SURVEY CONTROL
 KS0598
 KS0598  NGVD 29 (??/??/??)  569.892  (m)         1869.72   (f) ADJUSTED    2 0
 KS0598
 KS0598.Superseded values are not recommended for survey control.
 KS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0598.See file dsdata.txt to determine how the superseded data were derived.
 KS0598
 KS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK422189(NAD 83)
 KS0598_MARKER: Z = SEE DESCRIPTION
 KS0598_SETTING: 66 = SET IN ROCK OUTCROP
 KS0598_SP_SET: BOULDER
 KS0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0598+STABILITY: POSITION/ELEVATION WELL
 KS0598
 KS0598  HISTORY     - Date     Condition        Report By
 KS0598  HISTORY     - UNK      MONUMENTED       CGS
 KS0598  HISTORY     - 1974     GOOD             NGS
 KS0598
 KS0598                          STATION DESCRIPTION
 KS0598
 KS0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KS0598'10.8 MI NE FROM PULGA.
 KS0598'IN PLUMAS COUNTY, 10.8 MILES NORTHEAST ALONG THE WESTERN PACIFIC
 KS0598'RAILROAD FROM THE STATION AT PULGA, BUTTE COUNTY, ABOUT 368 FEET
 KS0598'NE OF MILEPOST 250, AT THE SW END OF TUNNEL 15, 64 FEET SE OF THE
 KS0598'TRACK, AND 2 FEET WEST OF THE NW CORNER OF A LARGE BOULDER THAT
 KS0598'HAS THE RED PAINTED FIGURES 1866.36.  THE TOP OF A BOULDER WITH A
 KS0598'RED PAINTED RING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0286 ***********************************************************************
 DC0286  DESIGNATION -  1868.5 USGS
 DC0286  PID         -  DC0286
 DC0286  STATE/COUNTY-  CA/SAN DIEGO
 DC0286  USGS QUAD   -  BARRETT LAKE (1988)
 DC0286
 DC0286                         *CURRENT SURVEY CONTROL
 DC0286  ___________________________________________________________________
 DC0286* NAD 83(1986)-  32 41 52.     (N)    116 42 16.     (W)     SCALED    
 DC0286* NAVD 88     -       570.03   (+/-2cm)    1870.2    (feet)  VERTCON   
 DC0286  ___________________________________________________________________
 DC0286  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DC0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0286
 DC0286.The horizontal coordinates were scaled from a topographic map and have
 DC0286.an estimated accuracy of +/- 6 seconds.
 DC0286
 DC0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0286.The vertical order pertains to the NGVD 29 superseded value.
 DC0286
 DC0286.The geoid height was determined by GEOID03.
 DC0286
 DC0286;                    North         East    Units  Estimated Accuracy
 DC0286;SPC CA 6     -   559,000.    1,957,390.      MT  (+/- 180 meters Scaled)
 DC0286
 DC0286                          SUPERSEDED SURVEY CONTROL
 DC0286
 DC0286  NGVD 29 (??/??/??)  569.340  (m)         1867.91   (f) ADJUSTED    2 0
 DC0286
 DC0286.Superseded values are not recommended for survey control.
 DC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0286.See file dsdata.txt to determine how the superseded data were derived.
 DC0286
 DC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS277178(NAD 83)
 DC0286_MARKER: N = NAIL
 DC0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0286_SP_SET: OAK TREE ROOT
 DC0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0286
 DC0286  HISTORY     - Date     Condition        Report By
 DC0286  HISTORY     - UNK      MONUMENTED       USGS
 DC0286  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC0286
 DC0286                          STATION DESCRIPTION
 DC0286
 DC0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0286'13.1 MI E FROM JAMUL.
 DC0286'2.8 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM BARRETT DAM,
 DC0286'SAN DIEGO COUNTY, AT A FORK IN THE ROAD, 90 FEET EAST OF THE
 DC0286'CENTER OF THE FORK, 18 FEET NORTH OF THE CENTERLINE OF THE
 DC0286'MAIN ROAD, 12 FEET SOUTHWEST OF A FENCE LINE, AND IN A ROOT
 DC0286'ON THE EAST SIDE OF AN 18-INCH OAK TREE (THE TREE BEARS THE
 DC0286'PAINTED LETTERS U.S. 1868.5 BM).  A UNITED STATES GEOLOGICAL
 DC0286'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0303 ***********************************************************************
 DY0303  DESIGNATION -  187 C OF LB
 DY0303  PID         -  DY0303
 DY0303  STATE/COUNTY-  CA/LOS ANGELES
 DY0303  USGS QUAD   -  LONG BEACH (1981)
 DY0303
 DY0303                         *CURRENT SURVEY CONTROL
 DY0303  ___________________________________________________________________
 DY0303* NAD 83(1986)-  33 46 58.     (N)    118 09 16.     (W)     SCALED    
 DY0303* NAVD 88     -        12.53   (+/-2cm)      41.1    (feet)  VERTCON   
 DY0303  ___________________________________________________________________
 DY0303  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY0303  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0303
 DY0303.The horizontal coordinates were scaled from a topographic map and have
 DY0303.an estimated accuracy of +/- 6 seconds.
 DY0303
 DY0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0303.The vertical order pertains to the NGVD 29 superseded value.
 DY0303
 DY0303.The geoid height was determined by GEOID03.
 DY0303
 DY0303;                    North         East    Units  Estimated Accuracy
 DY0303;SPC CA 5     -   531,380.    1,985,700.      MT  (+/- 180 meters Scaled)
 DY0303
 DY0303                          SUPERSEDED SURVEY CONTROL
 DY0303
 DY0303  NGVD 29 (??/??/92)   11.751  (m)           38.55   (f) ADJ UNCH    1 2
 DY0303
 DY0303.Superseded values are not recommended for survey control.
 DY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0303.See file dsdata.txt to determine how the superseded data were derived.
 DY0303
 DY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT931386(NAD 83)
 DY0303_MARKER: DD = SURVEY DISK
 DY0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0303_STAMPING: L B B M NO 187
 DY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0303+STABILITY: SURFACE MOTION
 DY0303
 DY0303  HISTORY     - Date     Condition        Report By
 DY0303  HISTORY     - UNK      MONUMENTED       CA1970
 DY0303  HISTORY     - 1954     GOOD             NGS
 DY0303  HISTORY     - 1961     GOOD             NGS
 DY0303
 DY0303                          STATION DESCRIPTION
 DY0303
 DY0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0303'AT LONG BEACH.
 DY0303'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0303'ANAHEIM STREET AND OBISPO AVENUE, IN THE SIDEWALK, MARKED BY
 DY0303'YELLOW PAINTED BM 187, 29.3 FEET EAST OF THE EAST CURB OF THE
 DY0303'AVENUE, 6.2 FEET NORTH OF THE NORTH CURB OF THE STREET, 0.7
 DY0303'FOOT BELOW THE SURFACE OF THE SIDEWALK, AND SET IN THE TOP OF
 DY0303'A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH METAL
 DY0303'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0303
 DY0303                          STATION RECOVERY (1961)
 DY0303
 DY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3650 ***********************************************************************
 HT3650  DESIGNATION -  187.39=266
 HT3650  PID         -  HT3650
 HT3650  STATE/COUNTY-  CA/SANTA CRUZ
 HT3650  USGS QUAD   -  POINT ANO NUEVO (1997)
 HT3650
 HT3650                         *CURRENT SURVEY CONTROL
 HT3650  ___________________________________________________________________
 HT3650* NAD 83(1986)-  37 03 44.     (N)    122 15 08.     (W)     SCALED    
 HT3650* NAVD 88     -        57.923  (meters)     190.04   (feet)  ADJUSTED  
 HT3650  ___________________________________________________________________
 HT3650  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HT3650  DYNAMIC HT  -          57.881 (meters)     189.90  (feet)  COMP
 HT3650  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 HT3650
 HT3650  VERT ORDER  -  FIRST     CLASS II
 HT3650
 HT3650.The horizontal coordinates were scaled from a topographic map and have
 HT3650.an estimated accuracy of +/- 6 seconds.
 HT3650
 HT3650.The orthometric height was determined by differential leveling
 HT3650.and adjusted in February 1993.
 HT3650
 HT3650.The geoid height was determined by GEOID03.
 HT3650
 HT3650.The dynamic height is computed by dividing the NAVD 88
 HT3650.geopotential number by the normal gravity value computed on the
 HT3650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3650.degrees latitude (g = 980.6199 gals.).
 HT3650
 HT3650.The modeled gravity was interpolated from observed gravity values.
 HT3650
 HT3650;                    North         East    Units  Estimated Accuracy
 HT3650;SPC CA 3     -   563,860.    1,844,170.      MT  (+/- 180 meters Scaled)
 HT3650
 HT3650                          SUPERSEDED SURVEY CONTROL
 HT3650
 HT3650  NGVD 29 (10/21/93)   57.124  (m)          187.41   (f) ADJUSTED    1 2
 HT3650
 HT3650.Superseded values are not recommended for survey control.
 HT3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3650.See file dsdata.txt to determine how the superseded data were derived.
 HT3650
 HT3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG664020(NAD 83)
 HT3650_MARKER: DD = SURVEY DISK
 HT3650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3650_SP_SET: CONCRETE POST
 HT3650_STAMPING: B.M. 187.39
 HT3650_MARK LOGO: CA-087
 HT3650_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3650+STABILITY: SURFACE MOTION
 HT3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3650+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 HT3650
 HT3650  HISTORY     - Date     Condition        Report By
 HT3650  HISTORY     - UNK      MONUMENTED       CA-087
 HT3650  HISTORY     - 19900518 GOOD             NGS
 HT3650
 HT3650                          STATION DESCRIPTION
 HT3650
 HT3650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3650'7.7 KM (4.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1, 24.0 M (78.7 FT)
 HT3650'EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT) SOUTH OF THE
 HT3650'CENTER OF A LARGE DIAMETER SCRUB PINE TREE, 0.4 M (1.3 FT) WEST OF A
 HT3650'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 HT3650'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ1490 ***********************************************************************
 DZ1490  DESIGNATION -  1871
 DZ1490  PID         -  DZ1490
 DZ1490  STATE/COUNTY-  CA/SANTA BARBARA
 DZ1490  USGS QUAD   -  SAN MIGUEL ISLAND EAST (1943)
 DZ1490
 DZ1490                         *CURRENT SURVEY CONTROL
 DZ1490  ___________________________________________________________________
 DZ1490* NAD 83(1992)-  34 03 21.19720(N)    120 19 58.20766(W)     ADJUSTED  
 DZ1490* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 DZ1490  ___________________________________________________________________
 DZ1490  EPOCH DATE  -        1991.35
 DZ1490  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DZ1490  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 DZ1490  HORZ ORDER  -  SECOND
 DZ1490
 DZ1490.The horizontal coordinates were established by classical geodetic methods
 DZ1490.and adjusted by the National Geodetic Survey in June 1996.
 DZ1490.The horizontal coordinates are valid at the epoch date displayed above.
 DZ1490.The epoch date for horizontal control is a decimal equivalence
 DZ1490.of Year/Month/Day.
 DZ1490
 DZ1490.The orthometric height was scaled from a topographic map.
 DZ1490
 DZ1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DZ1490
 DZ1490.The geoid height was determined by GEOID03.
 DZ1490
 DZ1490;                    North         East     Units Scale Factor Converg.
 DZ1490;SPC CA 5     -   564,161.624 1,784,643.112   MT  0.99999519   -1 19 47.1
 DZ1490;SPC CA 5     - 1,850,920.26  5,855,116.61   sFT  0.99999519   -1 19 47.1
 DZ1490;UTM  10      - 3,771,562.915   746,178.848   MT  1.00034714   +1 29 39.7
 DZ1490
 DZ1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DZ1490!SPC CA 5     -   0.99999241  x   0.99999519  =   0.99998760
 DZ1490!UTM  10      -   0.99999241  x   1.00034714  =   1.00033955
 DZ1490
 DZ1490                          SUPERSEDED SURVEY CONTROL
 DZ1490
 DZ1490  NAD 83(1986)-  34 03 21.20108(N)    120 19 58.17684(W) AD(1984.00) 2
 DZ1490  NAD 27      -  34 03 21.19000(N)    120 19 54.68000(W) AD(       ) 2
 DZ1490
 DZ1490.Superseded values are not recommended for survey control.
 DZ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ1490.See file dsdata.txt to determine how the superseded data were derived.
 DZ1490
 DZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGC4617971563(NAD 83)
 DZ1490
 DZ1490  HISTORY     - Date     Condition        Report By
 DZ1490  HISTORY     - 1871     MONUMENTED       CGS
 DZ1490
 DZ1490                          STATION DESCRIPTION
 DZ1490
 DZ1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (SF)
 DZ1490'ON THE SOUTH EAST FACE OF SAN MIGUEL ISLAND ON WHICH GULL
 DZ1490'ISLAND IS LOCATED.  THE STATION WAS MARKED BY SMALL DRILL
 DZ1490'HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW8080 ***********************************************************************
 EW8080  DESIGNATION -  1874
 EW8080  PID         -  EW8080
 EW8080  STATE/COUNTY-  CA/SANTA BARBARA
 EW8080  USGS QUAD   -  SANTA CRUZ ISLAND A (1974)
 EW8080
 EW8080                         *CURRENT SURVEY CONTROL
 EW8080  ___________________________________________________________________
 EW8080* NAD 83(1992)-  34 01 16.06211(N)    119 52 36.15230(W)     ADJUSTED  
 EW8080* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 EW8080  ___________________________________________________________________
 EW8080  EPOCH DATE  -        1991.35
 EW8080  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 EW8080  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EW8080  HORZ ORDER  -  THIRD
 EW8080
 EW8080.The horizontal coordinates were established by classical geodetic methods
 EW8080.and adjusted by the National Geodetic Survey in June 1996.
 EW8080.The horizontal coordinates are valid at the epoch date displayed above.
 EW8080.The epoch date for horizontal control is a decimal equivalence
 EW8080.of Year/Month/Day.
 EW8080
 EW8080.The orthometric height was scaled from a topographic map.
 EW8080
 EW8080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW8080
 EW8080.The geoid height was determined by GEOID03.
 EW8080
 EW8080;                    North         East     Units Scale Factor Converg.
 EW8080;SPC CA 5     -   559,424.916 1,826,673.189   MT  1.00000267   -1 04 11.1
 EW8080;SPC CA 5     - 1,835,379.91  5,993,010.29   sFT  1.00000267   -1 04 11.1
 EW8080;UTM  11      - 3,768,231.539   234,365.894   MT  1.00046992   -1 36 37.6
 EW8080
 EW8080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW8080!SPC CA 5     -   1.00000317  x   1.00000267  =   1.00000584
 EW8080!UTM  11      -   1.00000317  x   1.00046992  =   1.00047309
 EW8080
 EW8080                          SUPERSEDED SURVEY CONTROL
 EW8080
 EW8080  NAD 83(1986)-  34 01 16.06726(N)    119 52 36.13571(W) AD(1984.00) 3
 EW8080  NAD 27      -  34 01 16.08000(N)    119 52 32.67000(W) AD(       ) 3
 EW8080
 EW8080.Superseded values are not recommended for survey control.
 EW8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW8080.See file dsdata.txt to determine how the superseded data were derived.
 EW8080
 EW8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT3436668232(NAD 83)
 EW8080_MARKER: Z = SEE DESCRIPTION
 EW8080_SETTING: 0 = UNSPECIFIED SETTING
 EW8080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW8080
 EW8080  HISTORY     - Date     Condition        Report By
 EW8080  HISTORY     - 1874     MONUMENTED       CGS
 EW8080  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EW8080
 EW8080                          STATION DESCRIPTION
 EW8080
 EW8080'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (SF)
 EW8080'ON THE MESA, AT THE POINT OF THE RIDGE WHICH FORMS THE S
 EW8080'SIDE OF THE VALLEY AT THE WEST END RANCH HOUSE, ABOUT 1000
 EW8080'YARDS S 62 DEG W FROM THE NW CORNER OF THE RANCH HOUSE.
 EW8080'
 EW8080'THE STATION WAS MARKED BY 4 SIMILAR STONE BOTTLES SET IN
 EW8080'THE GROUND, NECK DOWN, EVEN WITH THE SURFACE, PLACED 2 FEET
 EW8080'FROM THE CENTER TO THE N, E, S, AND W.  NO CENTER BOTTLE WAS
 EW8080'PLACED.
 EW8080
 EW8080                          STATION RECOVERY (1934)
 EW8080
 EW8080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CKG)
 EW8080'REPORT LOST.  A THOROUGH SEARCH OF THE GROUND ON THE MESA AND
 EW8080'A LOCATION BY AZIMUTHS FAILED TO LOCATE.  THE BLUFF IS SLIPPING
 EW8080'AWAY AND IT IS PROBABLE THAT THE STATION HAS BEEN LOST ON
 EW8080'THIS ACCOUNT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0475 ***********************************************************************
 FV0475  DESIGNATION -  1874 USGS
 FV0475  PID         -  FV0475
 FV0475  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0475  USGS QUAD   -  LA PANZA (1967)
 FV0475
 FV0475                         *CURRENT SURVEY CONTROL
 FV0475  ___________________________________________________________________
 FV0475* NAD 83(1986)-  35 21 40.     (N)    120 12 57.     (W)     SCALED    
 FV0475* NAVD 88     -       573.03   (+/-2cm)    1880.0    (feet)  VERTCON   
 FV0475  ___________________________________________________________________
 FV0475  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 FV0475  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0475
 FV0475.The horizontal coordinates were scaled from a topographic map and have
 FV0475.an estimated accuracy of +/- 6 seconds.
 FV0475
 FV0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0475.The vertical order pertains to the NGVD 29 superseded value.
 FV0475
 FV0475.The geoid height was determined by GEOID03.
 FV0475
 FV0475;                    North         East    Units  Estimated Accuracy
 FV0475;SPC CA 5     -   708,670.    1,798,630.      MT  (+/- 180 meters Scaled)
 FV0475
 FV0475                          SUPERSEDED SURVEY CONTROL
 FV0475
 FV0475  NGVD 29 (??/??/92)  572.153  (m)         1877.14   (f) ADJ UNCH    1 2
 FV0475
 FV0475.Superseded values are not recommended for survey control.
 FV0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0475.See file dsdata.txt to determine how the superseded data were derived.
 FV0475
 FV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE529166(NAD 83)
 FV0475_MARKER: DB = BENCH MARK DISK
 FV0475_SETTING: 80 = SET IN A BOULDER
 FV0475_SP_SET: BOULDER
 FV0475_STAMPING: 1874
 FV0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0475+STABILITY: SURFACE MOTION
 FV0475
 FV0475  HISTORY     - Date     Condition        Report By
 FV0475  HISTORY     - UNK      MONUMENTED       USGS
 FV0475  HISTORY     - 1957     GOOD             NGS
 FV0475  HISTORY     - 1977     MARK NOT FOUND   NGS
 FV0475
 FV0475                          STATION DESCRIPTION
 FV0475
 FV0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0475'15.3 MI W FROM SIMMLER.
 FV0475'11.6 MILES NORTHWEST ALONG STATE HIGHWAY 178 FROM THE DIVISION
 FV0475'OF HIGHWAYS MAINTENANCE STATION AT SIMMLER, THENCE 3.7 MILES
 FV0475'SOUTHWEST ALONG SANTA MARGARITA MOUNTAIN ROAD, IN R16E T29S, NEAR
 FV0475'THE CENTER OF THE WEST BOUNDARY OF SECTION 36, 15.3 MILES
 FV0475'NORTHEAST OF POZO, AT LA PANZA RUINS, IN THE TOP OF AN EMBEDDED
 FV0475'GRANITE BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, 38
 FV0475'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 1/2 FEET SOUTHWEST
 FV0475'OF A FORKED 10-INCH COTTONWOOD TREE, 16.3 FEET NORTHEAST OF THE
 FV0475'NORTH CORNER OF AN ABANDONED TWO-STORY STONE BUILDING, 2.2 FEET
 FV0475'SOUTHEAST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
 FV0475
 FV0475                          STATION RECOVERY (1977)
 FV0475
 FV0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0475'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0300 ***********************************************************************
 DY0300  DESIGNATION -  188 A C OF LB
 DY0300  PID         -  DY0300
 DY0300  STATE/COUNTY-  CA/LOS ANGELES
 DY0300  USGS QUAD   -  LONG BEACH (1981)
 DY0300
 DY0300                         *CURRENT SURVEY CONTROL
 DY0300  ___________________________________________________________________
 DY0300* NAD 83(1986)-  33 46 57.     (N)    118 09 47.     (W)     SCALED    
 DY0300* NAVD 88     -         9.63   (+/-2cm)      31.6    (feet)  VERTCON   
 DY0300  ___________________________________________________________________
 DY0300  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0300  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0300
 DY0300.The horizontal coordinates were scaled from a topographic map and have
 DY0300.an estimated accuracy of +/- 6 seconds.
 DY0300
 DY0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0300.The vertical order pertains to the NGVD 29 superseded value.
 DY0300
 DY0300.The geoid height was determined by GEOID03.
 DY0300
 DY0300;                    North         East    Units  Estimated Accuracy
 DY0300;SPC CA 5     -   531,350.    1,984,900.      MT  (+/- 180 meters Scaled)
 DY0300
 DY0300                          SUPERSEDED SURVEY CONTROL
 DY0300
 DY0300  NGVD 29 (??/??/92)    8.848  (m)           29.03   (f) ADJ UNCH    1 2
 DY0300
 DY0300.Superseded values are not recommended for survey control.
 DY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0300.See file dsdata.txt to determine how the superseded data were derived.
 DY0300
 DY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT923386(NAD 83)
 DY0300_MARKER: B = BOLT
 DY0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0300+STABILITY: SURFACE MOTION
 DY0300
 DY0300  HISTORY     - Date     Condition        Report By
 DY0300  HISTORY     - UNK      MONUMENTED       CA1970
 DY0300  HISTORY     - 1954     GOOD             NGS
 DY0300  HISTORY     - 1958     GOOD             NGS
 DY0300
 DY0300                          STATION DESCRIPTION
 DY0300
 DY0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0300'AT LONG BEACH.
 DY0300'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0300'ANAHEIM STREET AND JUNIPERO AVENUE, IN THE SIDEWALK, 28.5 FEET
 DY0300'SOUTHEAST OF BM 188 (C.L.B.), 16.8 FEET EAST OF THE EAST CURB OF
 DY0300'THE AVENUE, 7.1 FEET NORTH OF THE NORTH CURB OF THE STREET, 0.6
 DY0300'FOOT BELOW THE SURFACE OF THE SIDEWALK, AND SET IN THE TOP OF A
 DY0300'CONCRETE POST WHICH IS ENCASED BY A 6-INCH METAL PIPE WITH AN
 DY0300'UNMARKED COVER.
 DY0300
 DY0300                          STATION RECOVERY (1958)
 DY0300
 DY0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0299 ***********************************************************************
 DY0299  DESIGNATION -  188 C OF LB
 DY0299  PID         -  DY0299
 DY0299  STATE/COUNTY-  CA/LOS ANGELES
 DY0299  USGS QUAD   -  LONG BEACH (1981)
 DY0299
 DY0299                         *CURRENT SURVEY CONTROL
 DY0299  ___________________________________________________________________
 DY0299* NAD 83(1986)-  33 46 57.     (N)    118 09 47.     (W)     SCALED    
 DY0299* NAVD 88     -         9.62   (+/-2cm)      31.6    (feet)  VERTCON   
 DY0299  ___________________________________________________________________
 DY0299  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0299  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0299
 DY0299.The horizontal coordinates were scaled from a topographic map and have
 DY0299.an estimated accuracy of +/- 6 seconds.
 DY0299
 DY0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0299.The vertical order pertains to the NGVD 29 superseded value.
 DY0299
 DY0299.The geoid height was determined by GEOID03.
 DY0299
 DY0299;                    North         East    Units  Estimated Accuracy
 DY0299;SPC CA 5     -   531,350.    1,984,900.      MT  (+/- 180 meters Scaled)
 DY0299
 DY0299                          SUPERSEDED SURVEY CONTROL
 DY0299
 DY0299  NGVD 29 (??/??/92)    8.835  (m)           28.99   (f) ADJ UNCH    1 2
 DY0299
 DY0299.Superseded values are not recommended for survey control.
 DY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0299.See file dsdata.txt to determine how the superseded data were derived.
 DY0299
 DY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT923386(NAD 83)
 DY0299_MARKER: B = BOLT
 DY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0299+STABILITY: SURFACE MOTION
 DY0299
 DY0299  HISTORY     - Date     Condition        Report By
 DY0299  HISTORY     - UNK      MONUMENTED       CA1970
 DY0299  HISTORY     - 1954     GOOD             NGS
 DY0299  HISTORY     - 1958     GOOD             NGS
 DY0299
 DY0299                          STATION DESCRIPTION
 DY0299
 DY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0299'AT LONG BEACH.
 DY0299'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0299'ANAHEIM STRET AND JUNIPERO AVENUE, BETWEEN THE NORTH CURB AND
 DY0299'THE SIDEWALK OF THE AVENUE, 28.5 FEET NORTHWEST OF BENCH MARK
 DY0299'188 A (C.L.B.), 23.0 FEET NORTH OF THE NORTH CURB OF THE STREET,
 DY0299'4.7 FEET EAST OF THE EAST CURB OF THE AVENUE, 0.4 FOOT WEST OF THE
 DY0299'WEST EDGE OF THE AVENUE SIDEWALK, 0.4 FOOT BELOW THE SURFACE OF THE
 DY0299'GROUND, AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH
 DY0299'IS HAD THROUGH A 5-INCH METAL PIPE WITH A CAST IRON COVER MARKED
 DY0299'LBBM.
 DY0299
 DY0299                          STATION RECOVERY (1958)
 DY0299
 DY0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2279 ***********************************************************************
 FU2279  DESIGNATION -  188 DWR
 FU2279  PID         -  FU2279
 FU2279  STATE/COUNTY-  CA/KERN
 FU2279  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2279
 FU2279                         *CURRENT SURVEY CONTROL
 FU2279  ___________________________________________________________________
 FU2279* NAD 83(1986)-  35 14 56.     (N)    119 18 12.     (W)     SCALED    
 FU2279* NAVD 88     -        94.30   (+/-2cm)     309.4    (feet)  VERTCON   
 FU2279  ___________________________________________________________________
 FU2279  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 FU2279  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2279
 FU2279.The horizontal coordinates were scaled from a topographic map and have
 FU2279.an estimated accuracy of +/- 6 seconds.
 FU2279
 FU2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2279.The vertical order pertains to the NGVD 29 superseded value.
 FU2279
 FU2279.The geoid height was determined by GEOID03.
 FU2279
 FU2279;                    North         East    Units  Estimated Accuracy
 FU2279;SPC CA 5     -   694,770.    1,881,390.      MT  (+/- 180 meters Scaled)
 FU2279
 FU2279                          SUPERSEDED SURVEY CONTROL
 FU2279
 FU2279  NGVD 29 (??/??/92)   93.524  (m)          306.84   (f) ADJ UNCH    1 1
 FU2279
 FU2279.Superseded values are not recommended for survey control.
 FU2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2279.See file dsdata.txt to determine how the superseded data were derived.
 FU2279
 FU2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV904030(NAD 83)
 FU2279_MARKER: P = PIPE CAP
 FU2279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2279_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2279_STAMPING: BM 188 1959
 FU2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2279
 FU2279  HISTORY     - Date     Condition        Report By
 FU2279  HISTORY     - 1959     MONUMENTED       CADWR
 FU2279  HISTORY     - 1975     GOOD             NGS
 FU2279
 FU2279                          STATION DESCRIPTION
 FU2279
 FU2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU2279'12.2 MI NE FROM FORD CITY.
 FU2279'0.1 MILE EAST ALONG DATE STREET FROM THE JEFFERSON SCHOOL AT
 FU2279'FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET,
 FU2279'THENCE 7.05 MILE NORTHEAST ALONG STATE HIGHWAY 119, THENCE
 FU2279'4.4 MILES EAST ALONG GOLF COURSE ROAD, 0.1 MILE WEST OF BENCH
 FU2279'MARK MI.242.34 A (DWR), AT THE SOUTHWEST CORNER OF THE JUNCTION
 FU2279'OF AN ASPHALT ROAD, 48 FEET WEST OF THE CENTER LINE OF GOLF
 FU2279'COURSE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT
 FU2279'ROAD, 58.8 FEET NORTH OF THE CENTER OF A 3 1/2-INCH IRON PIPE
 FU2279'PROJECTING 5 FEET ABOVE THE GROUND, 2.7 FEET SOUTH OF A METAL
 FU2279'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND A CAP ON THE TOP
 FU2279'OF A 1 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU2279'SEC 9, T31S, R25E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3651 ***********************************************************************
 HT3651  DESIGNATION -  188.54=267
 HT3651  PID         -  HT3651
 HT3651  STATE/COUNTY-  CA/SANTA CRUZ
 HT3651  USGS QUAD   -  DAVENPORT (1997)
 HT3651
 HT3651                         *CURRENT SURVEY CONTROL
 HT3651  ___________________________________________________________________
 HT3651* NAD 83(1986)-  37 03 12.     (N)    122 14 34.     (W)     SCALED    
 HT3651* NAVD 88     -        58.260  (meters)     191.14   (feet)  ADJUSTED  
 HT3651  ___________________________________________________________________
 HT3651  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HT3651  DYNAMIC HT  -          58.218 (meters)     191.00  (feet)  COMP
 HT3651  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 HT3651
 HT3651  VERT ORDER  -  FIRST     CLASS II
 HT3651
 HT3651.The horizontal coordinates were scaled from a topographic map and have
 HT3651.an estimated accuracy of +/- 6 seconds.
 HT3651
 HT3651.The orthometric height was determined by differential leveling
 HT3651.and adjusted in February 1993.
 HT3651
 HT3651.The geoid height was determined by GEOID03.
 HT3651
 HT3651.The dynamic height is computed by dividing the NAVD 88
 HT3651.geopotential number by the normal gravity value computed on the
 HT3651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3651.degrees latitude (g = 980.6199 gals.).
 HT3651
 HT3651.The modeled gravity was interpolated from observed gravity values.
 HT3651
 HT3651;                    North         East    Units  Estimated Accuracy
 HT3651;SPC CA 3     -   562,850.    1,844,990.      MT  (+/- 180 meters Scaled)
 HT3651
 HT3651                          SUPERSEDED SURVEY CONTROL
 HT3651
 HT3651  NGVD 29 (10/21/93)   57.457  (m)          188.51   (f) ADJUSTED    1 2
 HT3651
 HT3651.Superseded values are not recommended for survey control.
 HT3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3651.See file dsdata.txt to determine how the superseded data were derived.
 HT3651
 HT3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG673010(NAD 83)
 HT3651_MARKER: DD = SURVEY DISK
 HT3651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3651_SP_SET: CONCRETE POST
 HT3651_STAMPING: B.M. 188.54
 HT3651_MARK LOGO: CA-087
 HT3651_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3651+STABILITY: SURFACE MOTION
 HT3651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3651+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 HT3651
 HT3651  HISTORY     - Date     Condition        Report By
 HT3651  HISTORY     - UNK      MONUMENTED       CA-087
 HT3651  HISTORY     - 19900518 GOOD             NGS
 HT3651
 HT3651                          STATION DESCRIPTION
 HT3651
 HT3651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3651'6.4 KM (4.0 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3651'OFFICE IN DAVENPORT, 24.0 M (78.7 FT) NORTHEAST OF THE CENTERLINE OF
 HT3651'THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 HT3651'(1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0544 ***********************************************************************
 MX0544  DESIGNATION -  1887 B
 MX0544  PID         -  MX0544
 MX0544  STATE/COUNTY-  CA/SISKIYOU
 MX0544  USGS QUAD   -  SAWYERS BAR (1979)
 MX0544
 MX0544                         *CURRENT SURVEY CONTROL
 MX0544  ___________________________________________________________________
 MX0544* NAD 83(1986)-  41 18 21.     (N)    123 12 37.     (W)     SCALED    
 MX0544* NAVD 88     -       584.562  (meters)    1917.85   (feet)  ADJUSTED  
 MX0544  ___________________________________________________________________
 MX0544  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 MX0544  DYNAMIC HT  -         584.222 (meters)    1916.73  (feet)  COMP
 MX0544  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 MX0544
 MX0544  VERT ORDER  -  SECOND    CLASS 0
 MX0544
 MX0544.The horizontal coordinates were scaled from a topographic map and have
 MX0544.an estimated accuracy of +/- 6 seconds.
 MX0544
 MX0544.The orthometric height was determined by differential leveling
 MX0544.and adjusted in June 1991.
 MX0544
 MX0544.The geoid height was determined by GEOID03.
 MX0544
 MX0544.The dynamic height is computed by dividing the NAVD 88
 MX0544.geopotential number by the normal gravity value computed on the
 MX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0544.degrees latitude (g = 980.6199 gals.).
 MX0544
 MX0544.The modeled gravity was interpolated from observed gravity values.
 MX0544
 MX0544;                    North         East    Units  Estimated Accuracy
 MX0544;SPC CA 1     -   719,720.    1,898,660.      MT  (+/- 180 meters Scaled)
 MX0544
 MX0544                          SUPERSEDED SURVEY CONTROL
 MX0544
 MX0544  NGVD 29 (??/??/??)  583.541  (m)         1914.50   (f) ADJUSTED    2 0
 MX0544
 MX0544.Superseded values are not recommended for survey control.
 MX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0544.See file dsdata.txt to determine how the superseded data were derived.
 MX0544
 MX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL823727(NAD 83)
 MX0544_MARKER: DD = SURVEY DISK
 MX0544_SETTING: 80 = SET IN A BOULDER
 MX0544_STAMPING: 1887 B
 MX0544_MARK LOGO: USGS  
 MX0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0544+STABILITY: SURFACE MOTION
 MX0544
 MX0544  HISTORY     - Date     Condition        Report By
 MX0544  HISTORY     - UNK      MONUMENTED       USGS
 MX0544  HISTORY     - 1942     GOOD             CGS
 MX0544
 MX0544                          STATION DESCRIPTION
 MX0544
 MX0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MX0544'9.2 MI NE FROM FORKS OF SALMON.
 MX0544'9.2 MILES NORTHEAST ALONG THE ETNA-SOMESBAR ROAD FROM THE
 MX0544'POST OFFICE AT FORKS OF SALMON, SISKIYOU COUNTY, ABOUT 2 MILES
 MX0544'SOUTHWEST OF RUSSIANVILLE SCHOOL, ON THE OUTSIDE OF A CURVE IN
 MX0544'THE ROAD, 7 YARDS WEST OF THE CENTERLINE OF THE ROAD, IN A SMALL
 MX0544'DRY WASH, IN THE TOP OF A SMALL BOULDER, AND ABOUT 2 FEET ABOVE
 MX0544'THE LEVEL OF THE ROAD.  A UNITED STATES GELOGICAL SURVEY
 MX0544'STANDARD DISK, STAMPED---1887 B---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2541 ***********************************************************************
 GU2541  DESIGNATION -  189 B
 GU2541  PID         -  GU2541
 GU2541  STATE/COUNTY-  CA/MONTEREY
 GU2541  USGS QUAD   -  SOLEDAD (1984)
 GU2541
 GU2541                         *CURRENT SURVEY CONTROL
 GU2541  ___________________________________________________________________
 GU2541* NAD 83(1986)-  36 25 27.     (N)    121 19 35.     (W)     SCALED    
 GU2541* NAVD 88     -        58.240  (meters)     191.08   (feet)  ADJUSTED  
 GU2541  ___________________________________________________________________
 GU2541  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GU2541  DYNAMIC HT  -          58.192 (meters)     190.92  (feet)  COMP
 GU2541  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GU2541
 GU2541  VERT ORDER  -  FIRST     CLASS I
 GU2541
 GU2541.The horizontal coordinates were scaled from a topographic map and have
 GU2541.an estimated accuracy of +/- 6 seconds.
 GU2541
 GU2541.The orthometric height was determined by differential leveling
 GU2541.and adjusted in June 1991.
 GU2541
 GU2541.The geoid height was determined by GEOID03.
 GU2541
 GU2541.The dynamic height is computed by dividing the NAVD 88
 GU2541.geopotential number by the normal gravity value computed on the
 GU2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2541.degrees latitude (g = 980.6199 gals.).
 GU2541
 GU2541.The modeled gravity was interpolated from observed gravity values.
 GU2541
 GU2541;                    North         East    Units  Estimated Accuracy
 GU2541;SPC CA 4     -   623,570.    1,791,410.      MT  (+/- 180 meters Scaled)
 GU2541
 GU2541                          SUPERSEDED SURVEY CONTROL
 GU2541
 GU2541  NGVD 29 (??/??/??)   57.316  (m)          188.04   (f) ADJUSTED    1 1
 GU2541
 GU2541.Superseded values are not recommended for survey control.
 GU2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2541.See file dsdata.txt to determine how the superseded data were derived.
 GU2541
 GU2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF500322(NAD 83)
 GU2541_MARKER: P = PIPE CAP
 GU2541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2541_SP_SET: METAL PIPE IMBEDDED IN GROUND
 GU2541_STAMPING: 189 1908 CAL
 GU2541_MARK LOGO: USGS  
 GU2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2541+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1989
 GU2541
 GU2541  HISTORY     - Date     Condition        Report By
 GU2541  HISTORY     - 1909     MONUMENTED       USGS
 GU2541  HISTORY     - 1968     GOOD             NGS
 GU2541  HISTORY     - 19890106 GOOD             NGS
 GU2541  HISTORY     - 20060629 GOOD             CADT
 GU2541  HISTORY     - 20080812 GOOD             CADT
 GU2541
 GU2541                          STATION DESCRIPTION
 GU2541
 GU2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2541'AT SOLEDAD.
 GU2541'AT SOLEDAD, 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY
 GU2541'RAILROAD FROM THE STATION, AT THE CROSSING OF EAST STREET,
 GU2541'51.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 GU2541'28 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 3.0 FEET
 GU2541'NORTHEAST OF THE WEST CORNER OF A CONCRETE BUILDING, 2 FEET
 GU2541'NORTHEAST OF A TELEPHONE POLE, 1.3 FEET NORTHWEST OF THE NORTHWEST
 GU2541'WALL OF A BUILDING, ABOUT LEVEL WITH THE TRACK, AND RIVETED
 GU2541'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE
 GU2541'THE GROUND.  NOTE-- THE LIST SHOWS THE STAMPING 189 B 1908
 GU2541'CAL BUT THE B COULD NOT BE FOUND.
 GU2541
 GU2541                          STATION RECOVERY (1989)
 GU2541
 GU2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2541'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SOLEDAD,
 GU2541'AT THE INTERSECTION OF FRONT AND EAST STREETS, 38.0 M (124.7 FT)
 GU2541'SOUTHWEST OF THE CENTER OF FRONT STREET, 15.6 M (51.2 FT) NORTHEAST OF
 GU2541'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 8.5 M (27.9 FT)
 GU2541'SOUTHEAST OF THE EXTENDED CENTER OF EAST STREET, 0.9 M (3.0 FT)
 GU2541'NORTHEAST OF THE WEST CORNER OF ACE HARDWARE, 0.6 M (2.0 FT) SOUTH OF
 GU2541'UTILITY POLEL NUMBER 13032, 0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST
 GU2541'FACE OF THE BUILDING, AND IS A CAP RIVITED TO THE TOP OF A 3-1/2 INCH
 GU2541'IRON PIPE THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 GU2541
 GU2541                          STATION RECOVERY (2006)
 GU2541
 GU2541'RECOVERY NOTE BY CALTRANS 2006 (SDM)
 GU2541'RECOVERED IN GOOD CONDITION.
 GU2541
 GU2541                          STATION RECOVERY (2008)
 GU2541
 GU2541'RECOVERY NOTE BY CALTRANS 2008 (KJ)
 GU2541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0294 ***********************************************************************
 DY0294  DESIGNATION -  189 C OF LB
 DY0294  PID         -  DY0294
 DY0294  STATE/COUNTY-  CA/LOS ANGELES
 DY0294  USGS QUAD   -  LONG BEACH (1981)
 DY0294
 DY0294                         *CURRENT SURVEY CONTROL
 DY0294  ___________________________________________________________________
 DY0294* NAD 83(1986)-  33 46 59.     (N)    118 10 19.     (W)     SCALED    
 DY0294* NAVD 88     -         9.88   (+/-2cm)      32.4    (feet)  VERTCON   
 DY0294  ___________________________________________________________________
 DY0294  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0294  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0294
 DY0294.The horizontal coordinates were scaled from a topographic map and have
 DY0294.an estimated accuracy of +/- 6 seconds.
 DY0294
 DY0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0294.The vertical order pertains to the NGVD 29 superseded value.
 DY0294
 DY0294.The geoid height was determined by GEOID03.
 DY0294
 DY0294;                    North         East    Units  Estimated Accuracy
 DY0294;SPC CA 5     -   531,410.    1,984,070.      MT  (+/- 180 meters Scaled)
 DY0294
 DY0294                          SUPERSEDED SURVEY CONTROL
 DY0294
 DY0294  NGVD 29 (??/??/92)    9.090  (m)           29.82   (f) ADJ UNCH    1 2
 DY0294
 DY0294.Superseded values are not recommended for survey control.
 DY0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0294.See file dsdata.txt to determine how the superseded data were derived.
 DY0294
 DY0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT914387(NAD 83)
 DY0294_MARKER: DD = SURVEY DISK
 DY0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0294_STAMPING: L B B M NO 189
 DY0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0294+STABILITY: SURFACE MOTION
 DY0294
 DY0294  HISTORY     - Date     Condition        Report By
 DY0294  HISTORY     - UNK      MONUMENTED       CA1970
 DY0294  HISTORY     - 1954     GOOD             NGS
 DY0294  HISTORY     - 1958     GOOD             NGS
 DY0294
 DY0294                          STATION DESCRIPTION
 DY0294
 DY0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0294'AT LONG BEACH.
 DY0294'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0294'ANAHEIM STREET AND WALNUT AVENUE, BETWEEN THE SIDEWALK AND THE
 DY0294'EAST CONCRETE CURB OF THE AVENUE, 12.6 FEET NORTH OF THE NORTH
 DY0294'CURB OF THE STREET, 6.2 FEET EAST OF THE EAST CURB OF THE AVENUE,
 DY0294'0.9 FOOT WEST OF THE WEST EDGE OF THE AVENUE SIDEWALK, 0.4 FOOT
 DY0294'BELOW THE SURFACE OF THE GROUND, AND SET IN THE TOP OF A CONCRETE
 DY0294'POST WHICH IS ENCASED BY A 6-INCH METAL PIPE WITH A CAST IRON
 DY0294'COVER MARKED LBBM.
 DY0294
 DY0294                          STATION RECOVERY (1958)
 DY0294
 DY0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0726 ***********************************************************************
 DY0726  DESIGNATION -  189 LACRD
 DY0726  PID         -  DY0726
 DY0726  STATE/COUNTY-  CA/LOS ANGELES
 DY0726  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0726
 DY0726                         *CURRENT SURVEY CONTROL
 DY0726  ___________________________________________________________________
 DY0726* NAD 83(1986)-  33 49 53.     (N)    118 04 54.     (W)     SCALED    
 DY0726* NAVD 88     -        11.02   (+/-2cm)      36.2    (feet)  VERTCON   
 DY0726  ___________________________________________________________________
 DY0726  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY0726  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0726
 DY0726.The horizontal coordinates were scaled from a topographic map and have
 DY0726.an estimated accuracy of +/- 6 seconds.
 DY0726
 DY0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0726.The vertical order pertains to the NGVD 29 superseded value.
 DY0726
 DY0726.The geoid height was determined by GEOID03.
 DY0726
 DY0726;                    North         East    Units  Estimated Accuracy
 DY0726;SPC CA 5     -   536,760.    1,992,440.      MT  (+/- 180 meters Scaled)
 DY0726
 DY0726                          SUPERSEDED SURVEY CONTROL
 DY0726
 DY0726  NGVD 29 (??/??/92)   10.288  (m)           33.75   (f) ADJ UNCH    1 2
 DY0726
 DY0726.Superseded values are not recommended for survey control.
 DY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0726.See file dsdata.txt to determine how the superseded data were derived.
 DY0726
 DY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT999439(NAD 83)
 DY0726_MARKER: N = NAIL
 DY0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0726_SP_SET: CULVERT
 DY0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0726
 DY0726  HISTORY     - Date     Condition        Report By
 DY0726  HISTORY     - UNK      MONUMENTED       CA-037
 DY0726  HISTORY     - 1946     GOOD             NGS
 DY0726  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0726
 DY0726                          STATION DESCRIPTION
 DY0726
 DY0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0726'2.5 MI S FROM ARTESIA.
 DY0726'2.5 MILES SOUTH ALONG PIONEER BOULEVARD FROM THE POST OFFICE
 DY0726'AT ARTESIA, IN THE NORTHWEST CORNER OF INTERSECTION OF CARSON
 DY0726'STREET AND PIONEER BOULEVARD, 33.10 FEET WEST OF CENTERLINE OF
 DY0726'PIONEER BOULEVARD, 32.80 FEET NORTH OF CENTER-LINE OF ACRSON
 DY0726'STREET, A LEAD AND NAIL IN CENTER OF NORTH CONCRETE HEADWALL
 DY0726'FOR CULVERT UNDER CARSON STREET, 2.0 FEET WEST OF BENCH MARK
 DY0726'P-779.  SET IN SAME HEAD-WALL.  A NAIL IN A LEAD-FILLED HOLE.
 DY0726
 DY0726                          STATION RECOVERY (1961)
 DY0726
 DY0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0042 ***********************************************************************
 HT0042  DESIGNATION -  189+63 EBMUD
 HT0042  PID         -  HT0042
 HT0042  STATE/COUNTY-  CA/ALAMEDA
 HT0042  USGS QUAD   -  OAKLAND EAST (1997)
 HT0042
 HT0042                         *CURRENT SURVEY CONTROL
 HT0042  ___________________________________________________________________
 HT0042* NAD 83(1986)-  37 51 03.     (N)    122 14 23.     (W)     SCALED    
 HT0042* NAVD 88     -        77.81   (+/-2cm)     255.3    (feet)  VERTCON   
 HT0042  ___________________________________________________________________
 HT0042  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0042  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0042
 HT0042.The horizontal coordinates were scaled from a topographic map and have
 HT0042.an estimated accuracy of +/- 6 seconds.
 HT0042
 HT0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0042.The vertical order pertains to the NGVD 29 superseded value.
 HT0042
 HT0042.The geoid height was determined by GEOID03.
 HT0042
 HT0042;                    North         East    Units  Estimated Accuracy
 HT0042;SPC CA 3     -   651,340.    1,846,910.      MT  (+/- 180 meters Scaled)
 HT0042
 HT0042                          SUPERSEDED SURVEY CONTROL
 HT0042
 HT0042  NGVD 29 (??/??/??)   76.960  (m)          252.49   (f) ADJUSTED    1 1
 HT0042
 HT0042.Superseded values are not recommended for survey control.
 HT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0042.See file dsdata.txt to determine how the superseded data were derived.
 HT0042
 HT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG668895(NAD 83)
 HT0042_MARKER: DD = SURVEY DISK
 HT0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0042_SP_SET: BRIDGE WALL
 HT0042_STAMPING: 189+63
 HT0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0042+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 HT0042
 HT0042  HISTORY     - Date     Condition        Report By
 HT0042  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0042  HISTORY     - 1958     GOOD             NGS
 HT0042  HISTORY     - 1967     GOOD             NGS
 HT0042  HISTORY     - 20050409 GOOD             GEOCAC
 HT0042
 HT0042                          STATION DESCRIPTION
 HT0042
 HT0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0042'AT OAKLAND.
 HT0042'AT OAKLAND, ALAMEDA COUNTY, 108 FEET SOUTHEAST OF THE INTERSECTION
 HT0042'OF CHABOT ROAD AND GOLDEN GATE AVENUE, 48 FEET EAST OF THE NORTHEAST
 HT0042'PARAPET WALL POST OF A CONCRETE ARCH BRIDGE OVER A CREEK, AND
 HT0042'IN THE SOUTH EDGE OF A MANHOLE STRUCTURE.  AN EAST BAY MUNICIPAL
 HT0042'UTILITY DISTRICT STANDARD DISK, STAMPED 189+63.
 HT0042
 HT0042                          STATION RECOVERY (1967)
 HT0042
 HT0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0042'RECOVERED IN GOOD CONDITION.
 HT0042
 HT0042                          STATION RECOVERY (2005)
 HT0042
 HT0042'RECOVERY NOTE BY GEOCACHING 2005
 HT0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1435 ***********************************************************************
 EW1435  DESIGNATION -  189.364 C OF LA
 EW1435  PID         -  EW1435
 EW1435  STATE/COUNTY-  CA/LOS ANGELES
 EW1435  USGS QUAD   -  HOLLYWOOD (1994)
 EW1435
 EW1435                         *CURRENT SURVEY CONTROL
 EW1435  ___________________________________________________________________
 EW1435* NAD 83(1986)-  34 03 41.     (N)    118 18 52.     (W)     SCALED    
 EW1435* NAVD 88     -        58.47   (+/-2cm)     191.8    (feet)  VERTCON   
 EW1435  ___________________________________________________________________
 EW1435  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW1435  VERT ORDER  -  THIRD (See Below)
 EW1435
 EW1435.The horizontal coordinates were scaled from a topographic map and have
 EW1435.an estimated accuracy of +/- 6 seconds.
 EW1435
 EW1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1435.The vertical order pertains to the NGVD 29 superseded value.
 EW1435
 EW1435.The geoid height was determined by GEOID03.
 EW1435
 EW1435;                    North         East    Units  Estimated Accuracy
 EW1435;SPC CA 5     -   562,320.    1,970,970.      MT  (+/- 180 meters Scaled)
 EW1435
 EW1435                          SUPERSEDED SURVEY CONTROL
 EW1435
 EW1435  NGVD 29 (??/??/??)   57.70   (m)          189.3    (f) RESET       3  
 EW1435
 EW1435.Superseded values are not recommended for survey control.
 EW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1435.See file dsdata.txt to determine how the superseded data were derived.
 EW1435
 EW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786697(NAD 83)
 EW1435_MARKER: S = SPIKE
 EW1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1435_SP_SET: CURB
 EW1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1435
 EW1435  HISTORY     - Date     Condition        Report By
 EW1435  HISTORY     - UNK      MONUMENTED       CA1980
 EW1435  HISTORY     - 1945     GOOD             NGS
 EW1435  HISTORY     - 1964     GOOD             NGS
 EW1435
 EW1435                          STATION DESCRIPTION
 EW1435
 EW1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1435'AT LOS ANGELES.
 EW1435'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1435'WILTON PLACE.  LOCATED IN NORTH CURB OF WILSHIRE BOULEVARD,
 EW1435'47.8 FEET EAST OF PROJECTED CURB LINE OF THE EAST CURB OF
 EW1435'WILTON PLACE, AND IN THE EAST END OF A CATCH BASIN.  A CUT
 EW1435'SPIKE SET IN THE CONCRETE CURB.
 EW1435
 EW1435                          STATION RECOVERY (1964)
 EW1435
 EW1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0905 ***********************************************************************
 HR0905  DESIGNATION -  19
 HR0905  PID         -  HR0905
 HR0905  STATE/COUNTY-  CA/TUOLUMNE
 HR0905  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0905
 HR0905                         *CURRENT SURVEY CONTROL
 HR0905  ___________________________________________________________________
 HR0905* NAD 83(1986)-  37 51 51.     (N)    119 56 51.     (W)     SCALED    
 HR0905* NAVD 88     -      1233.09   (+/-2cm)    4045.6    (feet)  VERTCON   
 HR0905  ___________________________________________________________________
 HR0905  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HR0905  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0905
 HR0905.The horizontal coordinates were scaled from a topographic map and have
 HR0905.an estimated accuracy of +/- 6 seconds.
 HR0905
 HR0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0905.The vertical order pertains to the NGVD 29 superseded value.
 HR0905
 HR0905.The geoid height was determined by GEOID03.
 HR0905
 HR0905;                    North         East    Units  Estimated Accuracy
 HR0905;SPC CA 3     -   651,540.    2,048,610.      MT  (+/- 180 meters Scaled)
 HR0905
 HR0905                          SUPERSEDED SURVEY CONTROL
 HR0905
 HR0905  NGVD 29 (??/??/92) 1232.238  (m)         4042.77   (f) ADJ UNCH    1 2
 HR0905
 HR0905.Superseded values are not recommended for survey control.
 HR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0905.See file dsdata.txt to determine how the superseded data were derived.
 HR0905
 HR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB407948(NAD 83)
 HR0905_MARKER: DD = SURVEY DISK
 HR0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0905_STAMPING: 19
 HR0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0905+STABILITY: SURFACE MOTION
 HR0905
 HR0905  HISTORY     - Date     Condition        Report By
 HR0905  HISTORY     - UNK      MONUMENTED       HHWS
 HR0905  HISTORY     - 1956     GOOD             NGS
 HR0905  HISTORY     - 19861023 GOOD             USPSQD
 HR0905
 HR0905                          STATION DESCRIPTION
 HR0905
 HR0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0905'6.2 MI W FROM MATHER.
 HR0905'6.2 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0905'MATHER, AT THE CROSSING OF A WASH, 85 1/2 FEET EAST OF AND
 HR0905'ACROSS THE ROAD FROM A 38-INCH LONE OAK TREE, 33.2 FEET SOUTHWEST
 HR0905'OF THE CENTER OF THE SOUTHEAST END OF A 24-INCH CORRUGATED
 HR0905'METAL PIPE CULVERT, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HR0905'ROAD, 1.0 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP
 HR0905'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HR0905
 HR0905                          STATION RECOVERY (1986)
 HR0905
 HR0905'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2074 ***********************************************************************
 JS2074  DESIGNATION -  19
 JS2074  PID         -  JS2074
 JS2074  STATE/COUNTY-  CA/SOLANO
 JS2074  USGS QUAD   -  COURTLAND (1993)
 JS2074
 JS2074                         *CURRENT SURVEY CONTROL
 JS2074  ___________________________________________________________________
 JS2074* NAD 83(1986)-  38 15 56.     (N)    121 36 22.     (W)     SCALED    
 JS2074* NAVD 88     -         3.73   (+/-2cm)      12.2    (feet)  VERTCON   
 JS2074  ___________________________________________________________________
 JS2074  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JS2074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS2074
 JS2074.The horizontal coordinates were scaled from a topographic map and have
 JS2074.an estimated accuracy of +/- 6 seconds.
 JS2074
 JS2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2074.The vertical order pertains to the NGVD 29 superseded value.
 JS2074
 JS2074.The geoid height was determined by GEOID03.
 JS2074
 JS2074;                    North         East    Units  Estimated Accuracy
 JS2074;SPC CA 2     -   566,560.    2,034,470.      MT  (+/- 180 meters Scaled)
 JS2074
 JS2074                          SUPERSEDED SURVEY CONTROL
 JS2074
 JS2074  NGVD 29 (??/??/92)    2.993  (m)            9.82   (f) ADJ UNCH    2 0
 JS2074
 JS2074.Superseded values are not recommended for survey control.
 JS2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2074.See file dsdata.txt to determine how the superseded data were derived.
 JS2074
 JS2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH219361(NAD 83)
 JS2074_MARKER: B = BOLT
 JS2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2074_STAMPING: 19
 JS2074_MARK LOGO: RIRD  
 JS2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2074+STABILITY: SURFACE MOTION
 JS2074
 JS2074  HISTORY     - Date     Condition        Report By
 JS2074  HISTORY     - UNK      MONUMENTED       RIRD
 JS2074  HISTORY     - 1964     GOOD             CGS
 JS2074
 JS2074                          STATION DESCRIPTION
 JS2074
 JS2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2074'4 MI SE FROM FIVE POINTS.
 JS2074'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2074'POINTS, THENCE 3.1 MILES SOUTHEAST ALONG EAST RYER ISLAND ROAD,
 JS2074'NEAR THE JUNCTION OF ELEVATOR ROAD, 47 FEET WEST OF THE
 JS2074'CENTER LINE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE
 JS2074'OF ELEVATOR ROAD, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 15
 JS2074'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JS2074'POST PROJECTING 0.1 FOOT ABOVE THE GROUND AND ENCLOSED BY AN
 JS2074'18-INCH CONCRETE SEWER PIPE PROJECTING 2 1/2 FEET ABOVE THE
 JS2074'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9028 ***********************************************************************
 JT9028  DESIGNATION -  19 1
 JT9028  PID         -  JT9028
 JT9028  STATE/COUNTY-  CA/NAPA
 JT9028  USGS QUAD   -  NAPA (1980)
 JT9028
 JT9028                         *CURRENT SURVEY CONTROL
 JT9028  ___________________________________________________________________
 JT9028* NAD 83(1986)-  38 20 06.     (N)    122 19 58.     (W)     SCALED    
 JT9028* NAVD 88     -        28.66   (+/-2cm)      94.0    (feet)  VERTCON   
 JT9028  ___________________________________________________________________
 JT9028  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT9028  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9028
 JT9028.The horizontal coordinates were scaled from a topographic map and have
 JT9028.an estimated accuracy of +/- 6 seconds.
 JT9028
 JT9028.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9028.The vertical order pertains to the NGVD 29 superseded value.
 JT9028
 JT9028.The geoid height was determined by GEOID03.
 JT9028
 JT9028;                    North         East    Units  Estimated Accuracy
 JT9028;SPC CA 2     -   574,240.    1,970,910.      MT  (+/- 180 meters Scaled)
 JT9028
 JT9028                          SUPERSEDED SURVEY CONTROL
 JT9028
 JT9028  NGVD 29 (??/??/92)   27.860  (m)           91.40   (f) ADJ UNCH    2 2
 JT9028
 JT9028.Superseded values are not recommended for survey control.
 JT9028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9028.See file dsdata.txt to determine how the superseded data were derived.
 JT9028
 JT9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH583431(NAD 83)
 JT9028_MARKER: B = BOLT
 JT9028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9028_SP_SET: HEADWALL
 JT9028_MARK LOGO: NONE  
 JT9028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT9028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9028+STABILITY: SURFACE MOTION
 JT9028
 JT9028  HISTORY     - Date     Condition        Report By
 JT9028  HISTORY     - 1971     MONUMENTED       CA2330
 JT9028
 JT9028                          STATION DESCRIPTION
 JT9028
 JT9028'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9028'ALONG LINDA VISTA AVENUE, 600 FT (182.9 M) NORTH OF WEST SALVADOR
 JT9028'AVENUE, A 1.5 INCH GALVANIZED CARRIAGE BOLT HEAD EPOXIED TO HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4734 ***********************************************************************
 EW4734  DESIGNATION -  19 203
 EW4734  PID         -  EW4734
 EW4734  STATE/COUNTY-  CA/VENTURA
 EW4734  USGS QUAD   -  FILLMORE (1951)
 EW4734
 EW4734                         *CURRENT SURVEY CONTROL
 EW4734  ___________________________________________________________________
 EW4734* NAD 83(1986)-  34 24 18.     (N)    118 55 42.     (W)     SCALED    
 EW4734* NAVD 88     -       133.311  (meters)     437.37   (feet)  ADJUSTED  
 EW4734  ___________________________________________________________________
 EW4734  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW4734  DYNAMIC HT  -         133.166 (meters)     436.90  (feet)  COMP
 EW4734  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 EW4734
 EW4734  VERT ORDER  -  FIRST     CLASS I
 EW4734
 EW4734.The horizontal coordinates were scaled from a topographic map and have
 EW4734.an estimated accuracy of +/- 6 seconds.
 EW4734
 EW4734.The orthometric height was determined by differential leveling
 EW4734.and adjusted in June 1991.
 EW4734
 EW4734.The geoid height was determined by GEOID03.
 EW4734
 EW4734.The dynamic height is computed by dividing the NAVD 88
 EW4734.geopotential number by the normal gravity value computed on the
 EW4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4734.degrees latitude (g = 980.6199 gals.).
 EW4734
 EW4734.The modeled gravity was interpolated from observed gravity values.
 EW4734
 EW4734;                    North         East    Units  Estimated Accuracy
 EW4734;SPC CA 5     -   600,780.    1,914,650.      MT  (+/- 180 meters Scaled)
 EW4734
 EW4734                          SUPERSEDED SURVEY CONTROL
 EW4734
 EW4734  NGVD 29 (??/??/92)  132.507  (m)          434.73   (f) ADJ UNCH    1 1
 EW4734
 EW4734.Superseded values are not recommended for survey control.
 EW4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4734.See file dsdata.txt to determine how the superseded data were derived.
 EW4734
 EW4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU227087(NAD 83)
 EW4734_MARKER: DD = SURVEY DISK
 EW4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4734_SP_SET: CONCRETE POST
 EW4734_STAMPING: 19-203 1963
 EW4734_MARK LOGO: CA-111
 EW4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4734+STABILITY: SURFACE MOTION
 EW4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4734+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1989
 EW4734
 EW4734  HISTORY     - Date     Condition        Report By
 EW4734  HISTORY     - 1963     MONUMENTED       CA-111
 EW4734  HISTORY     - 1971     GOOD             NGS
 EW4734  HISTORY     - 1977     GOOD             NGS
 EW4734  HISTORY     - 19890425 GOOD             NGS
 EW4734
 EW4734                          STATION DESCRIPTION
 EW4734
 EW4734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4734'1 MI NW FROM FILLMORE.
 EW4734'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4734'STATION AT FILLMORE, AT THE CROSSING OF THIRD STREET, 78 FEET
 EW4734'NORTHEAST OF THE NORTHEAST RAIL, 8.0 FEET SOUTH OF THE SOUTH CURB
 EW4734'OF THE STREET, 44 FEET EAST OF CORNER OF CYCLONE FENCE, 13.7
 EW4734'FEET EAST OF EAST EDGE OF CONCRETE DRIVE TO PACKING HOUSE,
 EW4734'13 1/2 FEET EAST OF THE EAST END OF GATE, 0.9 FOOT NORTH OF
 EW4734'FENCE, 1.0 FOOT NORTHWEST OF WITNESS POST, 1 1/2 FEET LOWER
 EW4734'THAN THE TRACK, 1 FOOT UNDER GROUND AND IN THE TOP OF A CONCRETE
 EW4734'POST.
 EW4734
 EW4734                          STATION RECOVERY (1977)
 EW4734
 EW4734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4734'RECOVERED IN GOOD CONDITION.
 EW4734
 EW4734                          STATION RECOVERY (1989)
 EW4734
 EW4734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4734'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.  1.5 KM (0.95
 EW4734'MI)NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW4734'JUNCTION WITH CENTRAL AVENUE IN FILLMORE.  DELETE 1.0 FOOT NORTHWEST
 EW4734'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0619 ***********************************************************************
 GT0619  DESIGNATION -  19 24 35 B
 GT0619  PID         -  GT0619
 GT0619  STATE/COUNTY-  CA/TULARE
 GT0619  USGS QUAD   -  TULARE (1969)
 GT0619
 GT0619                         *CURRENT SURVEY CONTROL
 GT0619  ___________________________________________________________________
 GT0619* NAD 83(1986)-  36 14 25.     (N)    119 21 00.     (W)     SCALED    
 GT0619* NAVD 88     -        89.30   (+/-2cm)     293.0    (feet)  VERTCON   
 GT0619  ___________________________________________________________________
 GT0619  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 GT0619  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0619
 GT0619.The horizontal coordinates were scaled from a topographic map and have
 GT0619.an estimated accuracy of +/- 6 seconds.
 GT0619
 GT0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0619.The vertical order pertains to the NGVD 29 superseded value.
 GT0619
 GT0619.The geoid height was determined by GEOID03.
 GT0619
 GT0619;                    North         East    Units  Estimated Accuracy
 GT0619;SPC CA 4     -   600,690.    1,968,540.      MT  (+/- 180 meters Scaled)
 GT0619
 GT0619                          SUPERSEDED SURVEY CONTROL
 GT0619
 GT0619  NGVD 29 (??/??/92)   88.474  (m)          290.27   (f) ADJ UNCH    1 2
 GT0619
 GT0619.Superseded values are not recommended for survey control.
 GT0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0619.See file dsdata.txt to determine how the superseded data were derived.
 GT0619
 GT0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA888131(NAD 83)
 GT0619_MARKER: DD = SURVEY DISK
 GT0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0619_STAMPING: 19-24-35B
 GT0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0619+STABILITY: SURFACE MOTION
 GT0619
 GT0619  HISTORY     - Date     Condition        Report By
 GT0619  HISTORY     - UNK      MONUMENTED       BOR
 GT0619  HISTORY     - 1957     GOOD             NGS
 GT0619  HISTORY     - 1962     GOOD
 GT0619
 GT0619                          STATION DESCRIPTION
 GT0619
 GT0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT0619'2.5 MI N FROM TULARE.
 GT0619'2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0619'FROM THE STATION AT TULARE, THENCE 0.3 MILE EAST ALONG AVENUE
 GT0619'248 (CARTMILL ROAD), IN R24E T19S, IN THE NORTHWEST CORNER OF
 GT0619'SECTION 35, 0.15 MILE WEST OF THE APPROXIMATE CENTER OF THE CONCRETE
 GT0619'BRIDGE OVER U.S. HIGHWAY 99 FREEWAY, AT THE INTERSECTION OF ROAD
 GT0619'100, 25 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 20 FEET EAST
 GT0619'OF THE CENTERLINE OF THE ROAD, 6.6 FEET NORTHWEST OF A FENCE
 GT0619'CORNER POST, 4 FEET NORTHWEST OF POWER LINE POLE 715581E WITH
 GT0619'THREE GUY WIRES, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE
 GT0619'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GT0619
 GT0619                          STATION RECOVERY (1962)
 GT0619
 GT0619'RECOVERED 1962
 GT0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6437 ***********************************************************************
 DH6437  DESIGNATION -  19 386
 DH6437  PID         -  DH6437
 DH6437  STATE/COUNTY-  CA/PLACER
 DH6437  USGS QUAD   -  DUTCH FLAT (1979)
 DH6437
 DH6437                         *CURRENT SURVEY CONTROL
 DH6437  ___________________________________________________________________
 DH6437* NAD 83(2007)-  39 14 13.80357(N)    120 45 09.53047(W)     ADJUSTED  
 DH6437* NAVD 88     -      1314.6    (meters)    4313.     (feet)  GPS OBS   
 DH6437  ___________________________________________________________________
 DH6437  EPOCH DATE  -        2007.00
 DH6437  X           -  -2,529,928.465 (meters)                     COMP
 DH6437  Y           -  -4,251,980.309 (meters)                     COMP
 DH6437  Z           -   4,013,560.572 (meters)                     COMP
 DH6437  LAPLACE CORR-           8.21  (seconds)                    DEFLEC99
 DH6437  ELLIP HEIGHT-        1289.721 (meters)          (02/10/07) ADJUSTED
 DH6437  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DH6437
 DH6437  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6437  Type    PID    Designation                      North   East  Ellip
 DH6437  -------------------------------------------------------------------
 DH6437  NETWORK DH6437 19 386                            1.53   1.29   3.29
 DH6437  -------------------------------------------------------------------
 DH6437
 DH6437.The horizontal coordinates were established by GPS observations
 DH6437.and adjusted by the National Geodetic Survey in February 2007.
 DH6437
 DH6437.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6437.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6437.The horizontal coordinates are valid at the epoch date displayed above.
 DH6437.The epoch date for horizontal control is a decimal equivalence
 DH6437.of Year/Month/Day.
 DH6437
 DH6437.The orthometric height was determined by GPS observations and a
 DH6437.high-resolution geoid model.
 DH6437
 DH6437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6437
 DH6437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6437
 DH6437.The ellipsoidal height was determined by GPS observations
 DH6437.and is referenced to NAD 83.
 DH6437
 DH6437.The geoid height was determined by GEOID03.
 DH6437
 DH6437;                    North         East     Units Scale Factor Converg.
 DH6437;SPC CA 2     -   675,073.622 2,107,679.830   MT  0.99991820   +0 47 11.1
 DH6437;SPC CA 2     - 2,214,804.04  6,914,946.24   sFT  0.99991820   +0 47 11.1
 DH6437;UTM  10      - 4,345,502.663   693,960.923   MT  1.00006324   +1 25 19.1
 DH6437
 DH6437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6437!SPC CA 2     -   0.99979769  x   0.99991820  =   0.99971591
 DH6437!UTM  10      -   0.99979769  x   1.00006324  =   0.99986092
 DH6437
 DH6437                          SUPERSEDED SURVEY CONTROL
 DH6437
 DH6437  NAD 83(1998)-  39 14 13.80273(N)    120 45 09.53088(W) AD(2004.69) B
 DH6437  ELLIP H (09/28/05) 1289.762  (m)                       GP(       ) 4 1
 DH6437
 DH6437.Superseded values are not recommended for survey control.
 DH6437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6437.See file dsdata.txt to determine how the superseded data were derived.
 DH6437
 DH6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ9396145503(NAD 83)
 DH6437_MARKER: DD = SURVEY DISK
 DH6437_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DH6437_SP_SET: SIDEWALK ON OVERPASS STRUCTURE
 DH6437_STAMPING: 19-386
 DH6437_MARK LOGO: CADT  
 DH6437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6437+STABILITY: POSITION/ELEVATION WELL
 DH6437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6437+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH6437
 DH6437  HISTORY     - Date     Condition        Report By
 DH6437  HISTORY     - UNK      MONUMENTED       CADT
 DH6437  HISTORY     - 20040511 GOOD             CADT
 DH6437
 DH6437                          STATION DESCRIPTION
 DH6437
 DH6437'DESCRIBED BY CALTRANS 2004 (RLM)
 DH6437'THE STATION IS LOCATED IN PLACER COUNTY NEAR DRUM FOREBAY ABOUT 21 KM
 DH6437'NORTHEAST OF  CHICAGO PARK, 14.1 KM SOUTHEAST OF WASHINGTON, AND 4.3
 DH6437'KM WEST-SOUTHWEST OF BLUE  CANYON.
 DH6437' 
 DH6437'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND THE
 DH6437'BLUE CANYON ROAD  UNDERCROSSING NEAR NYACK PROCEED 6.7 KM
 DH6437'SOUTHWESTERLY ON INTERSTATE 80 TO THE DRUM  FOREBAY OFF-RAMP, KEEP
 DH6437'RIGHT AND PROCEED ON THE OFF-RAMP 260 M SOUTHWESTERLY TO A  STOP SIGN.
 DH6437'TURN LEFT ON DRUM FOREBAY ROAD FOR 70 M TO THE CENTER OF THE OVERCROSS
 DH6437'BRIDGE AND THE STATION ON THE RIGHT.
 DH6437' 
 DH6437'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK SET IN THE CENTER OF
 DH6437'THE SIDEWALK ON THE  WEST SIDE OF BRIDGE NO. 19-114 AT THE DRUM FORBAY
 DH6437'ROAD OVERCROSS OVER INTERSTATE 80.  THE  STATION 50 M EAST OF THE WEST
 DH6437'END OF THE SIDEWALK, 15.3 M WEST OF THE EAST END OF THE  SIDEWALK, 5.3
 DH6437'M SOUTH OF THE CENTERLINE OF DRUM FOREBAY ROAD, 0.76 M NORTH OF THE
 DH6437'SOUTHERLY BRIDGE BARRIER RAIL, AND ABOUT 0.25 M ABOVE THE ROADWAY.
 DH6437'THIS STATION WAS  OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE
 DH6437'OF SURVEYORS GPS HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9029 ***********************************************************************
 JT9029  DESIGNATION -  19 A
 JT9029  PID         -  JT9029
 JT9029  STATE/COUNTY-  CA/NAPA
 JT9029  USGS QUAD   -  NAPA (1980)
 JT9029
 JT9029                         *CURRENT SURVEY CONTROL
 JT9029  ___________________________________________________________________
 JT9029* NAD 83(1986)-  38 20 12.     (N)    122 20 04.     (W)     SCALED    
 JT9029* NAVD 88     -        31.64   (+/-2cm)     103.8    (feet)  VERTCON   
 JT9029  ___________________________________________________________________
 JT9029  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9029  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9029
 JT9029.The horizontal coordinates were scaled from a topographic map and have
 JT9029.an estimated accuracy of +/- 6 seconds.
 JT9029
 JT9029.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9029.The vertical order pertains to the NGVD 29 superseded value.
 JT9029
 JT9029.The geoid height was determined by GEOID03.
 JT9029
 JT9029;                    North         East    Units  Estimated Accuracy
 JT9029;SPC CA 2     -   574,430.    1,970,760.      MT  (+/- 180 meters Scaled)
 JT9029
 JT9029                          SUPERSEDED SURVEY CONTROL
 JT9029
 JT9029  NGVD 29 (??/??/92)   30.830  (m)          101.15   (f) ADJ UNCH    2 2
 JT9029
 JT9029.Superseded values are not recommended for survey control.
 JT9029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9029.See file dsdata.txt to determine how the superseded data were derived.
 JT9029
 JT9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH581433(NAD 83)
 JT9029_MARKER: DD = SURVEY DISK
 JT9029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9029_SP_SET: CONCRETE POST
 JT9029_MARK LOGO: CA2330
 JT9029_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9029+STABILITY: SURFACE MOTION
 JT9029
 JT9029  HISTORY     - Date     Condition        Report By
 JT9029  HISTORY     - 1971     MONUMENTED       CA2330
 JT9029
 JT9029                          STATION DESCRIPTION
 JT9029
 JT9029'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9029'ALONG LINDA VISTA AVENUE, 2100 FT (640.1 M) NORTH OF WEST SALVADOR, AT
 JT9029'ANGLE POINT, 10 FT (3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE
 JT9029'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9030 ***********************************************************************
 JT9030  DESIGNATION -  19 A 1
 JT9030  PID         -  JT9030
 JT9030  STATE/COUNTY-  CA/NAPA
 JT9030  USGS QUAD   -  NAPA (1980)
 JT9030
 JT9030                         *CURRENT SURVEY CONTROL
 JT9030  ___________________________________________________________________
 JT9030* NAD 83(1986)-  38 20 12.     (N)    122 20 16.     (W)     SCALED    
 JT9030* NAVD 88     -        34.38   (+/-2cm)     112.8    (feet)  VERTCON   
 JT9030  ___________________________________________________________________
 JT9030  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9030  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9030
 JT9030.The horizontal coordinates were scaled from a topographic map and have
 JT9030.an estimated accuracy of +/- 6 seconds.
 JT9030
 JT9030.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9030.The vertical order pertains to the NGVD 29 superseded value.
 JT9030
 JT9030.The geoid height was determined by GEOID03.
 JT9030
 JT9030;                    North         East    Units  Estimated Accuracy
 JT9030;SPC CA 2     -   574,430.    1,970,470.      MT  (+/- 180 meters Scaled)
 JT9030
 JT9030                          SUPERSEDED SURVEY CONTROL
 JT9030
 JT9030  NGVD 29 (??/??/92)   33.570  (m)          110.14   (f) ADJ UNCH    2 2
 JT9030
 JT9030.Superseded values are not recommended for survey control.
 JT9030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9030.See file dsdata.txt to determine how the superseded data were derived.
 JT9030
 JT9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH578433(NAD 83)
 JT9030_MARKER: DD = SURVEY DISK
 JT9030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9030_SP_SET: CONCRETE POST
 JT9030_MARK LOGO: CA2330
 JT9030_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9030+STABILITY: SURFACE MOTION
 JT9030
 JT9030  HISTORY     - Date     Condition        Report By
 JT9030  HISTORY     - 1971     MONUMENTED       CA2330
 JT9030
 JT9030                          STATION DESCRIPTION
 JT9030
 JT9030'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9030'ALONG LINDA VISTA AVENUE, 1500 FT (457.2 M) EAST OF DRY CREEK, 10 FT
 JT9030'(3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9030'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2252 ***********************************************************************
 FU2252  DESIGNATION -  19 AA
 FU2252  PID         -  FU2252
 FU2252  STATE/COUNTY-  CA/KERN
 FU2252  USGS QUAD   -  CONNER (1973)
 FU2252
 FU2252                         *CURRENT SURVEY CONTROL
 FU2252  ___________________________________________________________________
 FU2252* NAD 83(1986)-  35 09 08.     (N)    119 06 34.     (W)     SCALED    
 FU2252* NAVD 88     -        88.52   (+/-2cm)     290.4    (feet)  VERTCON   
 FU2252  ___________________________________________________________________
 FU2252  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 FU2252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU2252
 FU2252.The horizontal coordinates were scaled from a topographic map and have
 FU2252.an estimated accuracy of +/- 6 seconds.
 FU2252
 FU2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2252.The vertical order pertains to the NGVD 29 superseded value.
 FU2252
 FU2252.The geoid height was determined by GEOID03.
 FU2252
 FU2252;                    North         East    Units  Estimated Accuracy
 FU2252;SPC CA 5     -   683,830.    1,898,920.      MT  (+/- 180 meters Scaled)
 FU2252
 FU2252                          SUPERSEDED SURVEY CONTROL
 FU2252
 FU2252  NGVD 29 (11/16/65)   87.828  (m)          288.15   (f) ADJ UNCH    2 0
 FU2252
 FU2252.Superseded values are not recommended for survey control.
 FU2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2252.See file dsdata.txt to determine how the superseded data were derived.
 FU2252
 FU2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU078919(NAD 83)
 FU2252_MARKER: DD = SURVEY DISK
 FU2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2252_STAMPING: 19 AA 291 1954
 FU2252_MARK LOGO: USGS  
 FU2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 FU2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2252+STABILITY: SURFACE MOTION
 FU2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU2252+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 FU2252
 FU2252  HISTORY     - Date     Condition        Report By
 FU2252  HISTORY     - 1954     MONUMENTED       USGS
 FU2252  HISTORY     - 1965     GOOD             NGS
 FU2252  HISTORY     - 1966     GOOD             NGS
 FU2252  HISTORY     - 20040617 GOOD             NGS
 FU2252
 FU2252                          STATION DESCRIPTION
 FU2252
 FU2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FU2252'8 MI S FROM OLD RIVER.
 FU2252'8.0 MILES SOUTH ALONG OLD RIVER ROAD FROM THE JUNCTION OF
 FU2252'STATE HIGHWAY 119 AT OLD RIVER, IN R27E T32S, IN THE SOUTHWEST
 FU2252'CORNER OF SECTION 8, AT THE NORTHEAST CORNER OF THE JUNCTION
 FU2252'OF HERRING ROAD, 66 1/2 FEET EAST OF THE CENTER LINE OF THE
 FU2252'ROAD, 22 FEET NORTH OF THE CENTER LINE OF HERRING ROAD, 3 FEET
 FU2252'EAST OF POWER LINE POLE 21-12 WITH A GUY WIRE, 1.3 FEET WEST
 FU2252'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROADS, AND
 FU2252'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FU2252'THE GROUND.
 FU2252
 FU2252                          STATION RECOVERY (1966)
 FU2252
 FU2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2252'RECOVERED IN GOOD CONDITION.
 FU2252
 FU2252                          STATION RECOVERY (2004)
 FU2252
 FU2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FU2252'7.2 KM WESTERLY ALONG STATE HIGHWAY 119 FROM THE POST OFFICE IN
 FU2252'PUMPKIN CENTER, THENCE  12.8 KM SOUTHERLY ALONG OLD RIVER ROAD, 20.1 M
 FU2252'EAST OF THE ROAD CENTERLINE, 6.1 M NORTH  OF THE CENTER OF HERRING
 FU2252'ROAD, 3.0 M NORTHEAST OF A STOP SIGN, 1.8 M BELOW THE LEVEL OF  THE
 FU2252'ROAD, 0.8 M EAST OF A UTILITY POLE, AND THE MONUMENT IS FLUSH WITH THE
 FU2252'GROUND  SURFACE.  NOTE--THE MONUMENT IS ON THE HERRING ROAD
 FU2252'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9031 ***********************************************************************
 JT9031  DESIGNATION -  19 B
 JT9031  PID         -  JT9031
 JT9031  STATE/COUNTY-  CA/NAPA
 JT9031  USGS QUAD   -  NAPA (1980)
 JT9031
 JT9031                         *CURRENT SURVEY CONTROL
 JT9031  ___________________________________________________________________
 JT9031* NAD 83(1986)-  38 20 00.     (N)    122 19 46.     (W)     SCALED    
 JT9031* NAVD 88     -        26.61   (+/-2cm)      87.3    (feet)  VERTCON   
 JT9031  ___________________________________________________________________
 JT9031  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9031  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9031
 JT9031.The horizontal coordinates were scaled from a topographic map and have
 JT9031.an estimated accuracy of +/- 6 seconds.
 JT9031
 JT9031.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9031.The vertical order pertains to the NGVD 29 superseded value.
 JT9031
 JT9031.The geoid height was determined by GEOID03.
 JT9031
 JT9031;                    North         East    Units  Estimated Accuracy
 JT9031;SPC CA 2     -   574,060.    1,971,200.      MT  (+/- 180 meters Scaled)
 JT9031
 JT9031                          SUPERSEDED SURVEY CONTROL
 JT9031
 JT9031  NGVD 29 (??/??/92)   25.809  (m)           84.67   (f) ADJ UNCH    2 2
 JT9031
 JT9031.Superseded values are not recommended for survey control.
 JT9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9031.See file dsdata.txt to determine how the superseded data were derived.
 JT9031
 JT9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586430(NAD 83)
 JT9031_MARKER: DD = SURVEY DISK
 JT9031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9031_SP_SET: CONCRETE POST
 JT9031_MARK LOGO: CA2330
 JT9031_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9031+STABILITY: SURFACE MOTION
 JT9031
 JT9031  HISTORY     - Date     Condition        Report By
 JT9031  HISTORY     - 1971     MONUMENTED       CA2330
 JT9031
 JT9031                          STATION DESCRIPTION
 JT9031
 JT9031'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9031'AT INTERSECTION OF LINDA VISTA AND WEST SALVADOR, 10 FEET BY 10 FEET
 JT9031'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2049 ***********************************************************************
 JS2049  DESIGNATION -  19 B
 JS2049  PID         -  JS2049
 JS2049  STATE/COUNTY-  CA/SOLANO
 JS2049  USGS QUAD   -  RIO VISTA (1993)
 JS2049
 JS2049                         *CURRENT SURVEY CONTROL
 JS2049  ___________________________________________________________________
 JS2049* NAD 83(1986)-  38 11 52.     (N)    121 42 50.     (W)     SCALED    
 JS2049* NAVD 88     -         6.56   (+/-2cm)      21.5    (feet)  VERTCON   
 JS2049  ___________________________________________________________________
 JS2049  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JS2049  VERT ORDER  -  THIRD (See Below)
 JS2049
 JS2049.The horizontal coordinates were scaled from a topographic map and have
 JS2049.an estimated accuracy of +/- 6 seconds.
 JS2049
 JS2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2049.The vertical order pertains to the NGVD 29 superseded value.
 JS2049
 JS2049.The geoid height was determined by GEOID03.
 JS2049
 JS2049;                    North         East    Units  Estimated Accuracy
 JS2049;SPC CA 2     -   559,000.    2,025,060.      MT  (+/- 180 meters Scaled)
 JS2049
 JS2049                          SUPERSEDED SURVEY CONTROL
 JS2049
 JS2049  NGVD 29 (??/??/??)    5.81   (m)           19.1    (f) RESET       3  
 JS2049
 JS2049.Superseded values are not recommended for survey control.
 JS2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2049.See file dsdata.txt to determine how the superseded data were derived.
 JS2049
 JS2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH126285(NAD 83)
 JS2049_MARKER: P = PIPE CAP
 JS2049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2049_STAMPING: 19 B P 16 1905
 JS2049_MARK LOGO: USGS  
 JS2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS2049+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 JS2049
 JS2049  HISTORY     - Date     Condition        Report By
 JS2049  HISTORY     - 1905     MONUMENTED       USGS
 JS2049  HISTORY     - 1951     GOOD             CGS
 JS2049  HISTORY     - 1966     GOOD             CGS
 JS2049  HISTORY     - 20041203 GOOD             USPSQD
 JS2049
 JS2049                          STATION DESCRIPTION
 JS2049
 JS2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JS2049'4.2 MI S FROM HASTINGS ISLAND FERRY.
 JS2049'4.2 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM HASTINGS ISLAND
 JS2049'FERRY, AND 4.1 MILES NORTHEAST OF RIO VISTA, 0.2 MILES SOUTH OF
 JS2049'BENCH MARK B 474, AT A T JUNCTION OF A PAVED ROAD LEADING NORTH
 JS2049'AND A ROAD LEADING WEST, 41 1/2 FEET SOUTHEAST OF THE CENTER
 JS2049'OF THE T JUNCTION, 34.7 FEET EAST-NORTHEAST AND ACROSS THE
 JS2049'ROAD FROM A TELEPHONE POLE WITH A GUY WIRE, 16 1/2 FEET EAST
 JS2049'OF THE CENTER LINE OF THE PAVED ROAD, 0.9 FEET WEST OF THE NORTH
 JS2049'TO SOUTH FENCE LINE, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 JS2049'RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FEET.
 JS2049
 JS2049                          STATION RECOVERY (1966)
 JS2049
 JS2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS2049'RECOVERED IN GOOD CONDITION.
 JS2049
 JS2049                          STATION RECOVERY (2004)
 JS2049
 JS2049'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 JS2049'LIBERTY ISLAND RD IS N/S ROAD AND MCCORMACK RD IS E/W ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1759 ***********************************************************************
 EW1759  DESIGNATION -  19 B C OF LA
 EW1759  PID         -  EW1759
 EW1759  STATE/COUNTY-  CA/LOS ANGELES
 EW1759  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1759
 EW1759                         *CURRENT SURVEY CONTROL
 EW1759  ___________________________________________________________________
 EW1759* NAD 83(1986)-  34 03 35.     (N)    118 26 23.     (W)     SCALED    
 EW1759* NAVD 88     -       104.42   (+/-2cm)     342.6    (feet)  VERTCON   
 EW1759  ___________________________________________________________________
 EW1759  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EW1759  VERT ORDER  -  THIRD (See Below)
 EW1759
 EW1759.The horizontal coordinates were scaled from a topographic map and have
 EW1759.an estimated accuracy of +/- 6 seconds.
 EW1759
 EW1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1759.The vertical order pertains to the NGVD 29 superseded value.
 EW1759
 EW1759.The geoid height was determined by GEOID03.
 EW1759
 EW1759;                    North         East    Units  Estimated Accuracy
 EW1759;SPC CA 5     -   562,180.    1,959,410.      MT  (+/- 180 meters Scaled)
 EW1759
 EW1759                          SUPERSEDED SURVEY CONTROL
 EW1759
 EW1759  NGVD 29 (??/??/??)  103.65   (m)          340.1    (f) RESET       3  
 EW1759
 EW1759.Superseded values are not recommended for survey control.
 EW1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1759.See file dsdata.txt to determine how the superseded data were derived.
 EW1759
 EW1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT671697(NAD 83)
 EW1759_MARKER: DD = SURVEY DISK
 EW1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1759_STAMPING: 19-B 339.96
 EW1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1759+STABILITY: SURFACE MOTION
 EW1759
 EW1759  HISTORY     - Date     Condition        Report By
 EW1759  HISTORY     - UNK      MONUMENTED       CA1980
 EW1759  HISTORY     - 1945     GOOD             NGS
 EW1759
 EW1759                          STATION DESCRIPTION
 EW1759
 EW1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1759'AT LOS ANGELES.
 EW1759'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1759'SELBY AVENUE.  LOCATED ON THE NORTH SIDE OF WILSHIRE BOULEVARD,
 EW1759'2.0 FEET NORTH OF THE NORTH CURB, 40.4 FEET EAST OF THE EAST
 EW1759'CURBLINE OF SELBY AVENUE, AND 4.4 FEET WEST OF WEST EDGE OF
 EW1759'STREET LIGHT BASE.  MARK IS ABOUT 1/2 INCH HIGHER THAN CURB LEVEL.
 EW1759'A CITY OF LOS ANGELES STANDARD DISK, STAMPED 19 B 339.96 AND SET IN
 EW1759'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1033 ***********************************************************************
 FT1033  DESIGNATION -  19 BIS
 FT1033  PID         -  FT1033
 FT1033  STATE/COUNTY-  CA/KERN
 FT1033  USGS QUAD   -  CANTIL (1973)
 FT1033
 FT1033                         *CURRENT SURVEY CONTROL
 FT1033  ___________________________________________________________________
 FT1033* NAD 83(1986)-  35 21 23.     (N)    117 58 32.     (W)     SCALED    
 FT1033* NAVD 88     -       727.601  (meters)    2387.14   (feet)  ADJUSTED  
 FT1033  ___________________________________________________________________
 FT1033  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FT1033  DYNAMIC HT  -         726.789 (meters)    2384.47  (feet)  COMP
 FT1033  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 FT1033
 FT1033  VERT ORDER  -  FIRST     CLASS I
 FT1033
 FT1033.The horizontal coordinates were scaled from a topographic map and have
 FT1033.an estimated accuracy of +/- 6 seconds.
 FT1033
 FT1033.The orthometric height was determined by differential leveling
 FT1033.and adjusted in June 1991.
 FT1033
 FT1033.The geoid height was determined by GEOID03.
 FT1033
 FT1033.The dynamic height is computed by dividing the NAVD 88
 FT1033.geopotential number by the normal gravity value computed on the
 FT1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1033.degrees latitude (g = 980.6199 gals.).
 FT1033
 FT1033.The modeled gravity was interpolated from observed gravity values.
 FT1033
 FT1033;                    North         East    Units  Estimated Accuracy
 FT1033;SPC CA 5     -   705,930.    2,002,220.      MT  (+/- 180 meters Scaled)
 FT1033
 FT1033                          SUPERSEDED SURVEY CONTROL
 FT1033
 FT1033  NGVD 29 (??/??/92)  726.751  (m)         2384.35   (f) ADJ UNCH    1 1
 FT1033
 FT1033.Superseded values are not recommended for survey control.
 FT1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1033.See file dsdata.txt to determine how the superseded data were derived.
 FT1033
 FT1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV113130(NAD 83)
 FT1033_MARKER: DD = SURVEY DISK
 FT1033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FT1033_STAMPING: 19 BIS 1966 2384
 FT1033_MARK LOGO: USGS  
 FT1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1033+STABILITY: SURFACE MOTION
 FT1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT1033+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 FT1033
 FT1033  HISTORY     - Date     Condition        Report By
 FT1033  HISTORY     - 1966     MONUMENTED       USGS
 FT1033  HISTORY     - 1977     GOOD             NGS
 FT1033  HISTORY     - 1983     GOOD             NGS
 FT1033  HISTORY     - 20080624 GOOD             CADT
 FT1033
 FT1033                          STATION DESCRIPTION
 FT1033
 FT1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1033'4.85 MI NORTH FROM CANTIL.
 FT1033'4.85 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST
 FT1033'OFFICE AT CANTIL, IN TOP AND 1.0 FT. NORTHWEST OF THE SOUTHWEST END
 FT1033'OF THE EAST END OF BRIDGE OVER RED ROCK CANYON CREEK, 17.0
 FT1033'FT. NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES.
 FT1033
 FT1033                          STATION RECOVERY (1983)
 FT1033
 FT1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FT1033'RECOVERED IN GOOD CONDITION.
 FT1033
 FT1033                          STATION RECOVERY (2008)
 FT1033
 FT1033'RECOVERY NOTE BY CALTRANS 2008 (BLJ)
 FT1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9035 ***********************************************************************
 JT9035  DESIGNATION -  19 C
 JT9035  PID         -  JT9035
 JT9035  STATE/COUNTY-  CA/NAPA
 JT9035  USGS QUAD   -  NAPA (1980)
 JT9035
 JT9035                         *CURRENT SURVEY CONTROL
 JT9035  ___________________________________________________________________
 JT9035* NAD 83(1986)-  38 19 48.     (N)    122 19 40.     (W)     SCALED    
 JT9035* NAVD 88     -        25.97   (+/-2cm)      85.2    (feet)  VERTCON   
 JT9035  ___________________________________________________________________
 JT9035  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT9035  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9035
 JT9035.The horizontal coordinates were scaled from a topographic map and have
 JT9035.an estimated accuracy of +/- 6 seconds.
 JT9035
 JT9035.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9035.The vertical order pertains to the NGVD 29 superseded value.
 JT9035
 JT9035.The geoid height was determined by GEOID03.
 JT9035
 JT9035;                    North         East    Units  Estimated Accuracy
 JT9035;SPC CA 2     -   573,690.    1,971,340.      MT  (+/- 180 meters Scaled)
 JT9035
 JT9035                          SUPERSEDED SURVEY CONTROL
 JT9035
 JT9035  NGVD 29 (??/??/92)   25.170  (m)           82.58   (f) ADJ UNCH    2 2
 JT9035
 JT9035.Superseded values are not recommended for survey control.
 JT9035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9035.See file dsdata.txt to determine how the superseded data were derived.
 JT9035
 JT9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH587426(NAD 83)
 JT9035_MARKER: DD = SURVEY DISK
 JT9035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9035_SP_SET: CONCRETE POST
 JT9035_MARK LOGO: CA2330
 JT9035_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9035+STABILITY: SURFACE MOTION
 JT9035
 JT9035  HISTORY     - Date     Condition        Report By
 JT9035  HISTORY     - 1971     MONUMENTED       CA2330
 JT9035
 JT9035                          STATION DESCRIPTION
 JT9035
 JT9035'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9035'ALONG LINDA VISTA AVENUE, 1400 FT (426.7 M) NORTH OF TROWER AVENUE, AT
 JT9035'CHURCH, 10 FT (3.0 M) WEST OF CENTERLINE ON EP, A WELL TYPE CONCRETE
 JT9035'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0224 ***********************************************************************
 MX0224  DESIGNATION -  19 C USGS
 MX0224  PID         -  MX0224
 MX0224  STATE/COUNTY-  CA/TRINITY
 MX0224  USGS QUAD   -  TANGLE BLUE LAKE (1986)
 MX0224
 MX0224                         *CURRENT SURVEY CONTROL
 MX0224  ___________________________________________________________________
 MX0224* NAD 83(1986)-  41 11 43.     (N)    122 39 01.     (W)     SCALED    
 MX0224* NAVD 88     -       923.649  (meters)    3030.34   (feet)  ADJUSTED  
 MX0224  ___________________________________________________________________
 MX0224  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 MX0224  DYNAMIC HT  -         923.070 (meters)    3028.44  (feet)  COMP
 MX0224  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 MX0224
 MX0224  VERT ORDER  -  SECOND    CLASS 0
 MX0224
 MX0224.The horizontal coordinates were scaled from a topographic map and have
 MX0224.an estimated accuracy of +/- 6 seconds.
 MX0224
 MX0224.The orthometric height was determined by differential leveling
 MX0224.and adjusted in June 1991.
 MX0224
 MX0224.The geoid height was determined by GEOID03.
 MX0224
 MX0224.The dynamic height is computed by dividing the NAVD 88
 MX0224.geopotential number by the normal gravity value computed on the
 MX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0224.degrees latitude (g = 980.6199 gals.).
 MX0224
 MX0224.The modeled gravity was interpolated from observed gravity values.
 MX0224
 MX0224;                    North         East    Units  Estimated Accuracy
 MX0224;SPC CA 1     -   706,950.    1,945,460.      MT  (+/- 180 meters Scaled)
 MX0224
 MX0224                          SUPERSEDED SURVEY CONTROL
 MX0224
 MX0224  NGVD 29 (??/??/??)  922.660  (m)         3027.09   (f) ADJUSTED    2 0
 MX0224
 MX0224.Superseded values are not recommended for survey control.
 MX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0224.See file dsdata.txt to determine how the superseded data were derived.
 MX0224
 MX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL293604(NAD 83)
 MX0224_MARKER: DB = BENCH MARK DISK
 MX0224_SETTING: 80 = SET IN A BOULDER
 MX0224_SP_SET: BOULDER
 MX0224_STAMPING: 19 C 1931
 MX0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0224+STABILITY: SURFACE MOTION
 MX0224
 MX0224  HISTORY     - Date     Condition        Report By
 MX0224  HISTORY     - 1931     MONUMENTED       USGS
 MX0224  HISTORY     - 1935     GOOD             NGS
 MX0224  HISTORY     - 19831012 GOOD             USPSQD
 MX0224
 MX0224                          STATION DESCRIPTION
 MX0224
 MX0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MX0224'10.4 MI N FROM CARRVILLE.
 MX0224'10.4 MILES NORTH ALONG THE WEAVERVILLE-CALLAHAN ROAD FROM CARRVILLE,
 MX0224'TRINITY COUNTY, 2.5 MILES SOUTH OF TRUMBLE RANCH, 160 FEET NORTH
 MX0224'OF A WOODEN BRIDGE OVER A CREEK, 35 FEET EAST OF THE CENTERLINE
 MX0224'OF THE ROAD, AND IN THE TOP OF A GRANITE BOULDER.  A UNITED
 MX0224'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 19 C 1931.
 MX0224
 MX0224                          STATION RECOVERY (1983)
 MX0224
 MX0224'RECOVERY NOTE BY US POWER SQUADRON 1983 (DPB)
 MX0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0573 ***********************************************************************
 HS0573  DESIGNATION -  19 CADWR
 HS0573  PID         -  HS0573
 HS0573  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0573  USGS QUAD   -  TRACY (1981)
 HS0573
 HS0573                         *CURRENT SURVEY CONTROL
 HS0573  ___________________________________________________________________
 HS0573* NAD 83(1986)-  37 41 31.     (N)    121 28 35.     (W)     SCALED    
 HS0573* NAVD 88     -        73.99   (+/-2cm)     242.7    (feet)  VERTCON   
 HS0573  ___________________________________________________________________
 HS0573  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HS0573  VERT ORDER  -  THIRD (See Below)
 HS0573
 HS0573.The horizontal coordinates were scaled from a topographic map and have
 HS0573.an estimated accuracy of +/- 6 seconds.
 HS0573
 HS0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0573.The vertical order pertains to the NGVD 29 superseded value.
 HS0573
 HS0573.The geoid height was determined by GEOID03.
 HS0573
 HS0573;                    North         East    Units  Estimated Accuracy
 HS0573;SPC CA 3     -   632,730.    1,913,890.      MT  (+/- 180 meters Scaled)
 HS0573
 HS0573                          SUPERSEDED SURVEY CONTROL
 HS0573
 HS0573  NGVD 29 (??/??/??)   73.23   (m)          240.3    (f) RESET       3  
 HS0573
 HS0573.Superseded values are not recommended for survey control.
 HS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0573.See file dsdata.txt to determine how the superseded data were derived.
 HS0573
 HS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG343727(NAD 83)
 HS0573_MARKER: P = PIPE CAP
 HS0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0573_STAMPING: 19
 HS0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0573
 HS0573  HISTORY     - Date     Condition        Report By
 HS0573  HISTORY     - UNK      MONUMENTED       CADWR
 HS0573  HISTORY     - 1964     GOOD             NGS
 HS0573
 HS0573                          STATION DESCRIPTION
 HS0573
 HS0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0573'6.6 MI SW FROM TRACY.
 HS0573'4.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0573'STATION AT TRACY, THENCE 1.7 MILES SOUTHEAST ALONG THE NORTHEAST
 HS0573'LEVEE OF DELTA-MENDOTA CANAL, THENCE 0.2 MILE SOUTH ALONG LAMMERS
 HS0573'FERRY ROAD, THENCE 0.25 MILES SOUTH ALONG A PRIVATE TRACK ROAD,
 HS0573'18 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 1/2 FEET NORTH OF A
 HS0573'FENCE CORNER POST, 0.6 FEET EAST OF A FENCE, 3.2 FEET SOUTH OF A
 HS0573'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BOLTED ON THE TOP OF
 HS0573'AN IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9032 ***********************************************************************
 JT9032  DESIGNATION -  19 D
 JT9032  PID         -  JT9032
 JT9032  STATE/COUNTY-  CA/NAPA
 JT9032  USGS QUAD   -  NAPA (1980)
 JT9032
 JT9032                         *CURRENT SURVEY CONTROL
 JT9032  ___________________________________________________________________
 JT9032* NAD 83(1986)-  38 19 36.     (N)    122 19 28.     (W)     SCALED    
 JT9032* NAVD 88     -        28.05   (+/-2cm)      92.0    (feet)  VERTCON   
 JT9032  ___________________________________________________________________
 JT9032  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT9032  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9032
 JT9032.The horizontal coordinates were scaled from a topographic map and have
 JT9032.an estimated accuracy of +/- 6 seconds.
 JT9032
 JT9032.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9032.The vertical order pertains to the NGVD 29 superseded value.
 JT9032
 JT9032.The geoid height was determined by GEOID03.
 JT9032
 JT9032;                    North         East    Units  Estimated Accuracy
 JT9032;SPC CA 2     -   573,320.    1,971,630.      MT  (+/- 180 meters Scaled)
 JT9032
 JT9032                          SUPERSEDED SURVEY CONTROL
 JT9032
 JT9032  NGVD 29 (??/??/92)   27.252  (m)           89.41   (f) ADJ UNCH    2 2
 JT9032
 JT9032.Superseded values are not recommended for survey control.
 JT9032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9032.See file dsdata.txt to determine how the superseded data were derived.
 JT9032
 JT9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590422(NAD 83)
 JT9032_MARKER: DD = SURVEY DISK
 JT9032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9032_SP_SET: CONCRETE POST
 JT9032_MARK LOGO: CA2330
 JT9032_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9032+STABILITY: SURFACE MOTION
 JT9032
 JT9032  HISTORY     - Date     Condition        Report By
 JT9032  HISTORY     - 1971     MONUMENTED       CA2330
 JT9032
 JT9032                          STATION DESCRIPTION
 JT9032
 JT9032'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9032'AT INTERSECTION OF LINDA VISTA AND TROWER ROAD, 10 FEET BY 10 FEET
 JT9032'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0113 ***********************************************************************
 KT0113  DESIGNATION -  19 D USGS
 KT0113  PID         -  KT0113
 KT0113  STATE/COUNTY-  CA/GLENN
 KT0113  USGS QUAD   -  STONE VALLEY (1969)
 KT0113
 KT0113                         *CURRENT SURVEY CONTROL
 KT0113  ___________________________________________________________________
 KT0113* NAD 83(1986)-  39 31 26.     (N)    122 17 13.     (W)     SCALED    
 KT0113* NAVD 88     -        59.00   (+/-2cm)     193.6    (feet)  VERTCON   
 KT0113  ___________________________________________________________________
 KT0113  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 KT0113  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0113
 KT0113.The horizontal coordinates were scaled from a topographic map and have
 KT0113.an estimated accuracy of +/- 6 seconds.
 KT0113
 KT0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0113.The vertical order pertains to the NGVD 29 superseded value.
 KT0113
 KT0113.The geoid height was determined by GEOID03.
 KT0113
 KT0113;                    North         East    Units  Estimated Accuracy
 KT0113;SPC CA 2     -   706,200.    1,975,330.      MT  (+/- 180 meters Scaled)
 KT0113
 KT0113                          SUPERSEDED SURVEY CONTROL
 KT0113
 KT0113  NGVD 29 (??/??/92)   58.244  (m)          191.09   (f) ADJ UNCH    1 2
 KT0113
 KT0113.Superseded values are not recommended for survey control.
 KT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0113.See file dsdata.txt to determine how the superseded data were derived.
 KT0113
 KT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ612751(NAD 83)
 KT0113_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0113_STAMPING: B-N 09 19D
 KT0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0113
 KT0113  HISTORY     - Date     Condition        Report By
 KT0113  HISTORY     - UNK      MONUMENTED       USGS
 KT0113  HISTORY     - 1967     GOOD             NGS
 KT0113
 KT0113                          STATION DESCRIPTION
 KT0113
 KT0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0113'3.8 MI W FROM WILLOWS.
 KT0113'3.75 MILES WEST ALONG THE ROAD TO ELK CREEK FROM THE OVERPASS
 KT0113'OVER INTERSTATE HIGHWAY 5 AT WILLOWS, ABOUT 150 FEET WEST OF THE
 KT0113'CROSSING OF TWO STEEL POWER TRANSMISSION LINES, 25 1/2 FEET SOUTH
 KT0113'OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET EAST OF THE EXTENDED
 KT0113'CENTER LINE OF ROAD B, 10 1/2 FEET WEST OF A TELEPHONE POLE,
 KT0113'3.0 FEET NORTH OF A FENCE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT
 KT0113'LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 KT0113'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH5219 ***********************************************************************
 AH5219  DESIGNATION -  19 DOR 1972
 AH5219  PID         -  AH5219
 AH5219  STATE/COUNTY-  CA/SAN BERNARDINO
 AH5219  USGS QUAD   -  GOAT MOUNTAIN (1994)
 AH5219
 AH5219                         *CURRENT SURVEY CONTROL
 AH5219  ___________________________________________________________________
 AH5219* NAD 83(2007)-  34 15 57.84593(N)    116 20 02.63846(W)     ADJUSTED  
 AH5219* NAVD 88     -       865.9    (meters)    2841.     (feet)  GPS OBS   
 AH5219  ___________________________________________________________________
 AH5219  EPOCH DATE  -        2007.00
 AH5219  X           -  -2,341,071.007 (meters)                     COMP
 AH5219  Y           -  -4,729,715.377 (meters)                     COMP
 AH5219  Z           -   3,571,346.039 (meters)                     COMP
 AH5219  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 AH5219  ELLIP HEIGHT-         834.799 (meters)          (02/10/07) ADJUSTED
 AH5219  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AH5219
 AH5219  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5219  Type    PID    Designation                      North   East  Ellip
 AH5219  -------------------------------------------------------------------
 AH5219  NETWORK AH5219 19 DOR 1972                       2.25   4.66  15.15
 AH5219  -------------------------------------------------------------------
 AH5219
 AH5219.The horizontal coordinates were established by GPS observations
 AH5219.and adjusted by the National Geodetic Survey in February 2007.
 AH5219
 AH5219.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5219.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5219.The horizontal coordinates are valid at the epoch date displayed above.
 AH5219.The epoch date for horizontal control is a decimal equivalence
 AH5219.of Year/Month/Day.
 AH5219
 AH5219.The orthometric height was determined by GPS observations and a
 AH5219.high-resolution geoid model.
 AH5219
 AH5219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5219
 AH5219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5219
 AH5219.The ellipsoidal height was determined by GPS observations
 AH5219.and is referenced to NAD 83.
 AH5219
 AH5219.The geoid height was determined by GEOID03.
 AH5219
 AH5219;                    North         East     Units Scale Factor Converg.
 AH5219;SPC CA 5     -   586,247.522 2,153,411.909   MT  0.99995772   +0 56 58.6
 AH5219;SPC CA 5     - 1,923,380.41  7,064,985.57   sFT  0.99995772   +0 56 58.6
 AH5219;UTM  11      - 3,791,858.343   561,305.647   MT  0.99964633   +0 22 29.8
 AH5219
 AH5219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5219!SPC CA 5     -   0.99986897  x   0.99995772  =   0.99982670
 AH5219!UTM  11      -   0.99986897  x   0.99964633  =   0.99951535
 AH5219
 AH5219                          SUPERSEDED SURVEY CONTROL
 AH5219
 AH5219  NAD 83(1992)-  34 15 57.82706(N)    116 20 02.64010(W) AD(1992.88) B
 AH5219  ELLIP H (08/11/98)  834.687  (m)                       GP(       ) 3 2
 AH5219
 AH5219.Superseded values are not recommended for survey control.
 AH5219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5219.See file dsdata.txt to determine how the superseded data were derived.
 AH5219
 AH5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT6130691858(NAD 83)
 AH5219_MARKER: DD = SURVEY DISK
 AH5219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH5219_STAMPING: 2838 19 DOR 1972
 AH5219_MARK LOGO: USGS  
 AH5219_PROJECTION: FLUSH
 AH5219_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AH5219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5219+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 AH5219
 AH5219  HISTORY     - Date     Condition        Report By
 AH5219  HISTORY     - 1972     MONUMENTED       USGS
 AH5219  HISTORY     - 19921130 GOOD             NGS
 AH5219  HISTORY     - 20020915 GOOD             INDIV
 AH5219
 AH5219                          STATION DESCRIPTION
 AH5219
 AH5219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (AJL)
 AH5219'STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) NORTHWEST OF TWENTY-NINE
 AH5219'PALMS, 17.7 KM (11.0 MI) NORTHEAST OF YUCCA VALLEY, 14.5 KM (9.0 MI)
 AH5219'NORTH OF JOSHUA TREE AND 5.3 KM (3.3 MI) EAST OF LANDERS.
 AH5219'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE T-INTERSECTION OF
 AH5219'STATE HIGHWAYS 62 AND 247 IN YUCCA VALLEY, GO NORTH ON HIGHWAY 247
 AH5219'(OLD WOMAN SPRINGS ROAD) FOR 16.1 KM (10.0 MI) TO HIGHWAY 247 MILEPOST
 AH5219'10.00.  CONTINUE AHEAD, NORTH, ON HIGHWAY 247 FOR 1.0 KM (0.6 MI) TO A
 AH5219'SIDE ROAD RIGHT. TURN RIGHT, EAST, ON RECHE ROAD FOR 10.5 KM (6.5 MI)
 AH5219'TO AN INTERSECTION WITH THE DIRT SUNNY VISTA ROAD.  TURN LEFT, NORTH,
 AH5219'ON SUNNY VISTA ROAD TO THE STATION ON THE LEFT IN THE NORTHWEST CORNER
 AH5219'OF THE INTERSECTION. THE STATION IS A STANDARD USGS TRIANGULATION DISK
 AH5219'MOUNTED FLUSH IN ABS (FIBER) PIPE.  IT IS 0.49 M (1.61 FT) SOUTH OF A
 AH5219'METAL WITNESS POST, 10.6 M (34.8 FT) WEST OF A WIRE FENCE CORNER AND
 AH5219'SIGN THAT READS IN PART -U.S. MARINE CORPS AIR COMBAT CENTER-, 12.5 M
 AH5219'(41.0 FT) NORTH OF THE CENTER OF RECHE ROAD, 6.3 M (20.7 FT) WEST OF
 AH5219'THE CENTER OF THE DIRT SUNNY VISTA ROAD AND 2.82 M (9.25 FT) NORTH OF
 AH5219'POWER POLE 1696667E.
 AH5219
 AH5219                          STATION RECOVERY (2002)
 AH5219
 AH5219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 AH5219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9033 ***********************************************************************
 JT9033  DESIGNATION -  19 E
 JT9033  PID         -  JT9033
 JT9033  STATE/COUNTY-  CA/NAPA
 JT9033  USGS QUAD   -  NAPA (1980)
 JT9033
 JT9033                         *CURRENT SURVEY CONTROL
 JT9033  ___________________________________________________________________
 JT9033* NAD 83(1986)-  38 19 24.     (N)    122 19 16.     (W)     SCALED    
 JT9033* NAVD 88     -        29.02   (+/-2cm)      95.2    (feet)  VERTCON   
 JT9033  ___________________________________________________________________
 JT9033  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT9033  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9033
 JT9033.The horizontal coordinates were scaled from a topographic map and have
 JT9033.an estimated accuracy of +/- 6 seconds.
 JT9033
 JT9033.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9033.The vertical order pertains to the NGVD 29 superseded value.
 JT9033
 JT9033.The geoid height was determined by GEOID03.
 JT9033
 JT9033;                    North         East    Units  Estimated Accuracy
 JT9033;SPC CA 2     -   572,940.    1,971,920.      MT  (+/- 180 meters Scaled)
 JT9033
 JT9033                          SUPERSEDED SURVEY CONTROL
 JT9033
 JT9033  NGVD 29 (??/??/92)   28.220  (m)           92.59   (f) ADJ UNCH    2 2
 JT9033
 JT9033.Superseded values are not recommended for survey control.
 JT9033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9033.See file dsdata.txt to determine how the superseded data were derived.
 JT9033
 JT9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593419(NAD 83)
 JT9033_MARKER: DD = SURVEY DISK
 JT9033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9033_SP_SET: CONCRETE POST
 JT9033_MARK LOGO: CA2330
 JT9033_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9033+STABILITY: SURFACE MOTION
 JT9033
 JT9033  HISTORY     - Date     Condition        Report By
 JT9033  HISTORY     - 1971     MONUMENTED       CA2330
 JT9033
 JT9033                          STATION DESCRIPTION
 JT9033
 JT9033'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9033'AT INTERSECTION OF LINDA VISTA AVENUE AND TROJAN AVENUE, ABOUT 10 FT
 JT9033'(3.0 M) SOUTH OF CENTERLINE OF LINDA VISTA AVENUE, A WELL TYPE
 JT9033'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4890 ***********************************************************************
 EW4890  DESIGNATION -  19 F 52 CAHD
 EW4890  PID         -  EW4890
 EW4890  STATE/COUNTY-  CA/LOS ANGELES
 EW4890  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4890
 EW4890                         *CURRENT SURVEY CONTROL
 EW4890  ___________________________________________________________________
 EW4890* NAD 83(1986)-  34 21 07.     (N)    118 32 54.     (W)     SCALED    
 EW4890* NAVD 88     -       431.29   (+/-2cm)    1415.0    (feet)  VERTCON   
 EW4890  ___________________________________________________________________
 EW4890  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW4890  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4890
 EW4890.The horizontal coordinates were scaled from a topographic map and have
 EW4890.an estimated accuracy of +/- 6 seconds.
 EW4890
 EW4890.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4890.The vertical order pertains to the NGVD 29 superseded value.
 EW4890
 EW4890.The geoid height was determined by GEOID03.
 EW4890
 EW4890;                    North         East    Units  Estimated Accuracy
 EW4890;SPC CA 5     -   594,640.    1,949,560.      MT  (+/- 180 meters Scaled)
 EW4890
 EW4890                          SUPERSEDED SURVEY CONTROL
 EW4890
 EW4890  NGVD 29 (??/??/92)  430.453  (m)         1412.24   (f) ADJ UNCH    1 1
 EW4890
 EW4890.Superseded values are not recommended for survey control.
 EW4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4890.See file dsdata.txt to determine how the superseded data were derived.
 EW4890
 EW4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU576022(NAD 83)
 EW4890_MARKER: DD = SURVEY DISK
 EW4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4890+STABILITY: SURFACE MOTION
 EW4890
 EW4890  HISTORY     - Date     Condition        Report By
 EW4890  HISTORY     - UNK      MONUMENTED       CADH
 EW4890  HISTORY     - 1968     GOOD
 EW4890  HISTORY     - 1971     GOOD             CA1980
 EW4890  HISTORY     - 1973     GOOD             CA-037
 EW4890
 EW4890                          STATION DESCRIPTION
 EW4890
 EW4890'DESCRIBED 1968
 EW4890'IN NEWHALL.
 EW4890'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 2.2 MILES SOUTHEASTERLY
 EW4890'ALONG FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE, 1.69 MILES
 EW4890'NORTHERLY FROM FREEWAY BRIDGE NO. 53-1796, 91 FEET EAST OF POWER
 EW4890'POLE NO. 844551E, ON CENTER LINE CONSTRUCTION STATION 161+36.74
 EW4890'E.C.=161+58.62 P.O.T.  SET IN TOP OF AN IRREGULAR CONCRETE POST
 EW4890'2 INCHES BELOW THE GROUND SURFACE.  NOTE-- FORMER GOLDEN STATE
 EW4890'HIGHWAY IS NOW A FRONTAGE ROAD SOUTHERLY OF AND PARALLEL TO THE
 EW4890'GOLDEN STATE FREEWAY.
 EW4890
 EW4890                          STATION RECOVERY (1971)
 EW4890
 EW4890'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4890'RECOVERED IN GOOD CONDITION.
 EW4890
 EW4890                          STATION RECOVERY (1973)
 EW4890
 EW4890'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4890'GOLDEN STATE FREEWAY, 2.2 MILES SOUTHEASTERLY ALONG FREEWAY FROM ITS
 EW4890'JUNCTION WITH LYONS AVENUE, 91 FEET EAST OF POWER POLE NO. 844551E, ON
 EW4890'CENTER LINE CONSTRUCTION STATION 161+36.74 E.C.=161+58.62 P.O.T. SET
 EW4890'IN THE TOP OF AN IRREGULAR CONCRETE POST 2 INCHES BELOW THE GROUND
 EW4890'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2279 ***********************************************************************
 EV2279  DESIGNATION -  19 FMK
 EV2279  PID         -  EV2279
 EV2279  STATE/COUNTY-  CA/KERN
 EV2279  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2279
 EV2279                         *CURRENT SURVEY CONTROL
 EV2279  ___________________________________________________________________
 EV2279* NAD 83(1986)-  34 59 54.     (N)    117 38 35.     (W)     SCALED    
 EV2279* NAVD 88     -       755.024  (meters)    2477.11   (feet)  ADJUSTED  
 EV2279  ___________________________________________________________________
 EV2279  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2279  DYNAMIC HT  -         754.176 (meters)    2474.33  (feet)  COMP
 EV2279  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 EV2279
 EV2279  VERT ORDER  -  FIRST     CLASS I
 EV2279
 EV2279.The horizontal coordinates were scaled from a topographic map and have
 EV2279.an estimated accuracy of +/- 6 seconds.
 EV2279
 EV2279.The orthometric height was determined by differential leveling
 EV2279.and adjusted in June 1991.
 EV2279
 EV2279.The geoid height was determined by GEOID03.
 EV2279
 EV2279.The dynamic height is computed by dividing the NAVD 88
 EV2279.geopotential number by the normal gravity value computed on the
 EV2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2279.degrees latitude (g = 980.6199 gals.).
 EV2279
 EV2279.The modeled gravity was interpolated from observed gravity values.
 EV2279
 EV2279;                    North         East    Units  Estimated Accuracy
 EV2279;SPC CA 5     -   666,260.    2,032,580.      MT  (+/- 180 meters Scaled)
 EV2279
 EV2279                          SUPERSEDED SURVEY CONTROL
 EV2279
 EV2279  NGVD 29 (??/??/92)  754.227  (m)         2474.49   (f) ADJ UNCH    1 1
 EV2279
 EV2279.Superseded values are not recommended for survey control.
 EV2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2279.See file dsdata.txt to determine how the superseded data were derived.
 EV2279
 EV2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU413730(NAD 83)
 EV2279_MARKER: DD = SURVEY DISK
 EV2279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2279_SP_SET: 10 FEET
 EV2279_STAMPING: 19 FMK 1973
 EV2279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2279
 EV2279  HISTORY     - Date     Condition        Report By
 EV2279  HISTORY     - 1973     MONUMENTED       USGS
 EV2279  HISTORY     - 1974     GOOD             NGS
 EV2279  HISTORY     - 1977     GOOD             NGS
 EV2279
 EV2279                          STATION DESCRIPTION
 EV2279
 EV2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2279'0.6 MI E FROM BORON.
 EV2279'0.55 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV2279'THE STATION AT BORON, 3 POLES EAST AND ACROSS THE TRACK FROM A
 EV2279'METAL BOX, 45.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4.7
 EV2279'FEET SOUTH-SOUTHWEST OF TELEPHONE 193-16, 51 1/2 FEET NORTH OF
 EV2279'POLE 9464, 1.6 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 EV2279'THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN
 EV2279'TO A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN
 EV2279'A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2279'SECTION 5, T10N, R7W
 EV2279
 EV2279                          STATION RECOVERY (1977)
 EV2279
 EV2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4528 ***********************************************************************
 AI4528  DESIGNATION -  19 JRH
 AI4528  PID         -  AI4528
 AI4528  STATE/COUNTY-  CA/SAN DIEGO
 AI4528  USGS QUAD   -  SWEENEY PASS (1959)
 AI4528
 AI4528                         *CURRENT SURVEY CONTROL
 AI4528  ___________________________________________________________________
 AI4528* NAD 83(1986)-  32 51 04.     (N)    116 12 16.     (W)     SCALED    
 AI4528* NAVD 88     -       229.603  (meters)     753.29   (feet)  ADJUSTED  
 AI4528  ___________________________________________________________________
 AI4528  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AI4528  DYNAMIC HT  -         229.326 (meters)     752.38  (feet)  COMP
 AI4528  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 AI4528
 AI4528  VERT ORDER  -  THIRD
 AI4528
 AI4528.The horizontal coordinates were scaled from a topographic map and have
 AI4528.an estimated accuracy of +/- 6 seconds.
 AI4528
 AI4528.The orthometric height was determined by differential leveling
 AI4528.and adjusted in May 2000.
 AI4528
 AI4528.The geoid height was determined by GEOID03.
 AI4528
 AI4528.The dynamic height is computed by dividing the NAVD 88
 AI4528.geopotential number by the normal gravity value computed on the
 AI4528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4528.degrees latitude (g = 980.6199 gals.).
 AI4528
 AI4528.The modeled gravity was interpolated from observed gravity values.
 AI4528
 AI4528;                    North         East    Units  Estimated Accuracy
 AI4528;SPC CA 6     -   575,910.    2,004,260.      MT  (+/- 180 meters Scaled)
 AI4528
 AI4528                          SUPERSEDED SURVEY CONTROL
 AI4528
 AI4528.No superseded survey control is available for this station.
 AI4528
 AI4528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS744350(NAD 83)
 AI4528_MARKER: DB = BENCH MARK DISK
 AI4528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4528_STAMPING: 19 JRH 1957 751
 AI4528_MARK LOGO: USGS  
 AI4528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4528+STABILITY: SURFACE MOTION
 AI4528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4528+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2008
 AI4528
 AI4528  HISTORY     - Date     Condition        Report By
 AI4528  HISTORY     - 1957     MONUMENTED       USGS
 AI4528  HISTORY     - 19950405 GOOD             CADT
 AI4528  HISTORY     - 20080210 GOOD             INDIV
 AI4528
 AI4528                          STATION DESCRIPTION
 AI4528
 AI4528'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4528'THE STATION IS LOCATED 14.2 MI (22.9 KM) NORTHWEST OF OCOTILLO ON THE
 AI4528'NORTH SIDE OF SAN DIEGO COUNTY ROUTE S-2 AT POST MILE 48.2. TO REACH
 AI4528'FROM THE JUNCTION OF INTERSTATE FREEWAY 8 AND IMPERIAL HIGHWAY, COUNTY
 AI4528'ROUTE S-2, IN OCOTILLO, DRIVE NORTH THEN NORTHWEST ON S-2 FOR 8.4 MI
 AI4528'(13.5 KM) TO THE MONUMENT MARKER OF THE SAN DIEGO-IMPERIAL COUNTY
 AI4528'LINE.  CONTINUE STRAIGHT AHEAD, NORTHWEST, FOR 7.8 MI (12.6 KM) TO A
 AI4528'CONCRETE DRAIN SWALE AT CARRIZO CREEK, CONTINUE STRAIGHT AHEAD 0.4 MI
 AI4528'(0.6 KM) TO THE TOP OF A RISE AND THE STATION AT THE TOP OF A CUTBANK
 AI4528'ON THE RIGHT. THE STATION MARK IS 90 FT (27.4 M) NORTH NORTHEAST OF A
 AI4528'SIGN ON THE WEST SHOULDER OF S-2 READING BOW WILLOW, 48 FT (14.6 M)
 AI4528'NORTHEAST OF THE CENTERLINE OF S-2, 23 FT (7.0 M) NORTHEAST OF THE TOP
 AI4528'OF THE CUTBANK, 7.5 FT (2.3 M) HIGHER THAN S-2. THE STATION WAS
 AI4528'LEVELED TO BY CADT AS PART OF THE 1995 PERIPHERAL RUN IN SAN DIEGO
 AI4528'COUNTY TO ESTABLISH NAVD 1988.
 AI4528
 AI4528                          STATION RECOVERY (2008)
 AI4528
 AI4528'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AI4528'STATION FOUND AT N32 51.113 W116 12.204
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0610 ***********************************************************************
 EU0610  DESIGNATION -  19 JRH USGS
 EU0610  PID         -  EU0610
 EU0610  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0610  USGS QUAD   -  EAST OF MILLIGAN (1985)
 EU0610
 EU0610                         *CURRENT SURVEY CONTROL
 EU0610  ___________________________________________________________________
 EU0610* NAD 83(1986)-  34 15 38.     (N)    115 06 07.     (W)     SCALED    
 EU0610* NAVD 88     -       202.900  (meters)     665.68   (feet)  ADJUSTED  
 EU0610  ___________________________________________________________________
 EU0610  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EU0610  DYNAMIC HT  -         202.680 (meters)     664.96  (feet)  COMP
 EU0610  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 EU0610  OBS GRAVITY -     979,546.7   (mgal)                       GRAV_OBS
 EU0610
 EU0610  VERT ORDER  -  FIRST     CLASS I
 EU0610
 EU0610.The horizontal coordinates were scaled from a topographic map and have
 EU0610.an estimated accuracy of +/- 6 seconds.
 EU0610
 EU0610.The orthometric height was determined by differential leveling
 EU0610.and adjusted in June 1991.
 EU0610
 EU0610.The geoid height was determined by GEOID03.
 EU0610
 EU0610.The dynamic height is computed by dividing the NAVD 88
 EU0610.geopotential number by the normal gravity value computed on the
 EU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0610.degrees latitude (g = 980.6199 gals.).
 EU0610
 EU0610.The modeled gravity was interpolated from observed gravity values.
 EU0610.The observed gravity was obtained from relative gravimeter ties
 EU0610.to the IGSN71 gravity network.
 EU0610
 EU0610;                    North         East    Units  Estimated Accuracy
 EU0610;SPC CA 5     -   588,210.    2,266,870.      MT  (+/- 180 meters Scaled)
 EU0610
 EU0610                          SUPERSEDED SURVEY CONTROL
 EU0610
 EU0610  NGVD 29 (??/??/92)  202.250  (m)          663.55   (f) ADJ UNCH    1 1
 EU0610
 EU0610.Superseded values are not recommended for survey control.
 EU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0610.See file dsdata.txt to determine how the superseded data were derived.
 EU0610
 EU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT747926(NAD 83)
 EU0610_MARKER: DB = BENCH MARK DISK
 EU0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0610_SP_SET: HEAD WALL
 EU0610_STAMPING: 19 JRH 664 1956
 EU0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0610
 EU0610  HISTORY     - Date     Condition        Report By
 EU0610  HISTORY     - 1956     MONUMENTED       USGS
 EU0610  HISTORY     - 1978     GOOD             NGS
 EU0610
 EU0610                          STATION DESCRIPTION
 EU0610
 EU0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0610'19.4 MI NW FROM RICE.
 EU0610'19.45 MILE NORTHWEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION
 EU0610'OF THE TRACK LEADING SOUTH AT RICE, 0.3 MILE SOUTHEAST OF MILEPOST 160
 EU0610'AT A PRIVATE POWER LINE ROAD CROSSING, IN TOP OF THE NORTHWEST LEG OF
 EU0610'THE POWER LINE TOWER, NOTE FIRST TOWER NORTH OF THE NORTH RAIL, 179
 EU0610'FT. NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1426 ***********************************************************************
 DY1426  DESIGNATION -  19 K 1 C OF LA
 DY1426  PID         -  DY1426
 DY1426  STATE/COUNTY-  CA/LOS ANGELES
 DY1426  USGS QUAD   -  VENICE (1981)
 DY1426
 DY1426                         *CURRENT SURVEY CONTROL
 DY1426  ___________________________________________________________________
 DY1426* NAD 83(1986)-  33 59 58.     (N)    118 26 32.     (W)     SCALED    
 DY1426* NAVD 88     -        12.07   (+/-2cm)      39.6    (feet)  VERTCON   
 DY1426  ___________________________________________________________________
 DY1426  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY1426  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1426
 DY1426.The horizontal coordinates were scaled from a topographic map and have
 DY1426.an estimated accuracy of +/- 6 seconds.
 DY1426
 DY1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1426.The vertical order pertains to the NGVD 29 superseded value.
 DY1426
 DY1426.The geoid height was determined by GEOID03.
 DY1426
 DY1426;                    North         East    Units  Estimated Accuracy
 DY1426;SPC CA 5     -   555,490.    1,959,150.      MT  (+/- 180 meters Scaled)
 DY1426
 DY1426                          SUPERSEDED SURVEY CONTROL
 DY1426
 DY1426  NGVD 29 (??/??/92)   11.31   (m)           37.1    (f) COMPUTED    1 2
 DY1426
 DY1426.Superseded values are not recommended for survey control.
 DY1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1426.See file dsdata.txt to determine how the superseded data were derived.
 DY1426
 DY1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT668630(NAD 83)
 DY1426_MARKER: DD = SURVEY DISK
 DY1426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1426_SP_SET: STEP
 DY1426_STAMPING: 19 K 1 37.30
 DY1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1426
 DY1426  HISTORY     - Date     Condition        Report By
 DY1426  HISTORY     - UNK      MONUMENTED       CA1980
 DY1426  HISTORY     - 1964     GOOD             NGS
 DY1426
 DY1426                          STATION DESCRIPTION
 DY1426
 DY1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1426'AT VENICE.
 DY1426'AT VENICE, AT THE JUNCTION OF VENICE BOULEVARD AND ROSEWOOD
 DY1426'AVENUE, IN THE TOP OF THE SOUTHWEST END OF THE BOTTOM STEP OF
 DY1426'THE SOUTHWEST ENTRANCE OF VENICE HIGH SCHOOL AUDITORIUM, 81 FEET
 DY1426'SOUTHWEST OF THE EXTENDED CENTER LINE OF THE AVENUE, 42.3 FEET
 DY1426'SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD, 8.2 FEET
 DY1426'NORTH OF THE WEST CORNER OF THE BUILDING, 4.2 FEET NORTHWEST OF
 DY1426'THE NORTHWEST FACE OF THE BUILDING, AND ABOUT 1/2 FOOT HIGHER
 DY1426'THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0366 ***********************************************************************
 FT0366  DESIGNATION -  19 KSM
 FT0366  PID         -  FT0366
 FT0366  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0366  USGS QUAD   -  PILOT KNOB VALLEY WEST (1984)
 FT0366
 FT0366                         *CURRENT SURVEY CONTROL
 FT0366  ___________________________________________________________________
 FT0366* NAD 83(1992)-  35 32 09.09277(N)    117 10 28.75579(W)     ADJUSTED  
 FT0366* NAVD 88     -       677.536  (meters)    2222.88   (feet)  ADJUSTED  
 FT0366  ___________________________________________________________________
 FT0366  EPOCH DATE  -        1991.35
 FT0366  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FT0366  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FT0366  DYNAMIC HT  -         676.810 (meters)    2220.50  (feet)  COMP
 FT0366  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 FT0366
 FT0366  HORZ ORDER  -  SECOND
 FT0366  VERT ORDER  -  FIRST     CLASS II
 FT0366
 FT0366.The horizontal coordinates were established by classical geodetic methods
 FT0366.and adjusted by the National Geodetic Survey in June 1996.
 FT0366.The horizontal coordinates are valid at the epoch date displayed above.
 FT0366.The epoch date for horizontal control is a decimal equivalence
 FT0366.of Year/Month/Day.
 FT0366
 FT0366.The orthometric height was determined by differential leveling
 FT0366.and adjusted in June 1991.
 FT0366
 FT0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT0366
 FT0366.The geoid height was determined by GEOID03.
 FT0366
 FT0366.The dynamic height is computed by dividing the NAVD 88
 FT0366.geopotential number by the normal gravity value computed on the
 FT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0366.degrees latitude (g = 980.6199 gals.).
 FT0366
 FT0366.The modeled gravity was interpolated from observed gravity values.
 FT0366
 FT0366;                    North         East     Units Scale Factor Converg.
 FT0366;SPC CA 5     -   726,144.917 2,074,850.152   MT  1.00001582   +0 28 13.6
 FT0366;SPC CA 5     - 2,382,360.45  6,807,237.54   sFT  1.00001582   +0 28 13.6
 FT0366;UTM  11      - 3,932,484.461   484,167.087   MT  0.99960309   -0 06 05.4
 FT0366
 FT0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0366!SPC CA 5     -   0.99989847  x   1.00001582  =   0.99991429
 FT0366!UTM  11      -   0.99989847  x   0.99960309  =   0.99950160
 FT0366
 FT0366                          SUPERSEDED SURVEY CONTROL
 FT0366
 FT0366  NAD 83(1992)-  35 32 09.08808(N)    117 10 28.75541(W) AD(1991.35) 2
 FT0366  NAD 83(1986)-  35 32 09.09414(N)    117 10 28.75209(W) AD(1984.00) 2
 FT0366  NAD 27      -  35 32 09.23000(N)    117 10 25.59000(W) AD(       ) 2
 FT0366  NGVD 29 (??/??/92)  676.773  (m)         2220.38   (f) ADJ UNCH    1 2
 FT0366
 FT0366.Superseded values are not recommended for survey control.
 FT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0366.See file dsdata.txt to determine how the superseded data were derived.
 FT0366
 FT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV8416732484(NAD 83)
 FT0366_MARKER: DD = SURVEY DISK
 FT0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0366_STAMPING: 2220 19 KSM 1946
 FT0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0366+STABILITY: SURFACE MOTION
 FT0366
 FT0366  HISTORY     - Date     Condition        Report By
 FT0366  HISTORY     - 1946     MONUMENTED       USGS
 FT0366  HISTORY     - 1950     GOOD             NGS
 FT0366
 FT0366                          STATION DESCRIPTION
 FT0366
 FT0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0366'40 MI SE FROM RIDGECREST.
 FT0366'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURG
 FT0366'WASH, MOJAVE GUNNERY RANGE B 9.0 MILES NORTHEAST ALONG THE ROAD
 FT0366'FROM SIGN SANDORA 100 YARDS EAST OF A ROAD FORK, 24 FT SOUTHEAST
 FT0366'OF THE CENTER LINE OF THE ROAD, 40 FT SOUTHEAST OF A ROAD SIGN
 FT0366'BALLARAT 43 MILES, BARSTOW 54 MILES.  THE STATION IS A USGS BM
 FT0366'SET IN THE TOP OF AN 8 IN CYLINDRICAL CONCRETE POST PROJECTING
 FT0366'14 FT ABOVE THE GROUND AND IS STAMPED 2220 19 KSM 1946.
 FT0366'DIRECTIONS TO REACH THE STATION MAY BE OBTAINED FROM RANGE
 FT0366'DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE TEST
 FT0366'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1728 ***********************************************************************
 AE1728  DESIGNATION -  19 L 1
 AE1728  PID         -  AE1728
 AE1728  STATE/COUNTY-  CA/LOS ANGELES
 AE1728  USGS QUAD   -  BEVERLY HILLS (1995)
 AE1728
 AE1728                         *CURRENT SURVEY CONTROL
 AE1728  ___________________________________________________________________
 AE1728* NAD 83(1986)-  34 00 58.     (N)    118 25 15.     (W)     SCALED    
 AE1728* NAVD 88     -        34.300  (meters)     112.53   (feet)  ADJUSTED  
 AE1728  ___________________________________________________________________
 AE1728  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 AE1728  DYNAMIC HT  -          34.264 (meters)     112.41  (feet)  COMP
 AE1728  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 AE1728
 AE1728  VERT ORDER  -  FIRST     CLASS II
 AE1728
 AE1728.The horizontal coordinates were scaled from a topographic map and have
 AE1728.an estimated accuracy of +/- 6 seconds.
 AE1728
 AE1728.The orthometric height was determined by differential leveling
 AE1728.and adjusted in October 1997.
 AE1728
 AE1728.The geoid height was determined by GEOID03.
 AE1728
 AE1728.The dynamic height is computed by dividing the NAVD 88
 AE1728.geopotential number by the normal gravity value computed on the
 AE1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1728.degrees latitude (g = 980.6199 gals.).
 AE1728
 AE1728.The modeled gravity was interpolated from observed gravity values.
 AE1728
 AE1728;                    North         East    Units  Estimated Accuracy
 AE1728;SPC CA 5     -   557,330.    1,961,130.      MT  (+/- 180 meters Scaled)
 AE1728
 AE1728                          SUPERSEDED SURVEY CONTROL
 AE1728
 AE1728.No superseded survey control is available for this station.
 AE1728
 AE1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688648(NAD 83)
 AE1728_MARKER: DD = SURVEY DISK
 AE1728_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1728_SP_SET: PARKWAY
 AE1728_STAMPING: 110.68 FT NO. 19L1
 AE1728_MARK LOGO: CA1980
 AE1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1728+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AE1728
 AE1728  HISTORY     - Date     Condition        Report By
 AE1728  HISTORY     - 1996     MONUMENTED       CA1980
 AE1728  HISTORY     - 19960725 GOOD             MWDSC
 AE1728
 AE1728                          STATION DESCRIPTION
 AE1728
 AE1728'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1728'LOS ANGELES, CA, FROM 405 FWY GO SOUTH TO VENICE BLVD.  EXIT AT VENICE
 AE1728'BLVD TO SAWTELLE BLVD.  TURN RIGHT ON SAWTELLE BLVD TO VENICE BLVD.
 AE1728'THENCE GO EAST ON VENICE BLVD TO SEPULVEDA BLVD.  THENCE GO NORTH ON
 AE1728'SEPULVEDA BLVD 0.3 MI (0.5 KM) TO CHARNOCK RD ON WEST SIDE.  THE
 AE1728'MONUMENT IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SEPULVEDA
 AE1728'BLVD AND CHARNOCK RD, 36 FT (11.0 M) WESTERLY OF SEPULVEDA AND 47 FT
 AE1728'(14.3 M) SOUTHERLY OF CHARNOCK.  FOUND A CITY OF LOS ANGELES 3.5 INCH
 AE1728'BRASS CAP MONUMENT STAMPED CITY OF LOS ANGELES DEPT.  OF PUBLIC WORKS
 AE1728'BENCH MARK BUREAU OF ENGINEERING SURVEY DIVISION ELEVATION ABOVE SEA
 AE1728'LEVEL 110.68 FT.  (33.74 M) NO.  19L1 FLUSH WITH CONCRETE SURFACE. REF
 AE1728'MWD FB 4034 01 080.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0460 ***********************************************************************
 DY0460  DESIGNATION -  19 LACRD
 DY0460  PID         -  DY0460
 DY0460  STATE/COUNTY-  CA/LOS ANGELES
 DY0460  USGS QUAD   -  SOUTH GATE (1981)
 DY0460
 DY0460                         *CURRENT SURVEY CONTROL
 DY0460  ___________________________________________________________________
 DY0460* NAD 83(1986)-  33 53 15.     (N)    118 13 08.     (W)     SCALED    
 DY0460* NAVD 88     -        20.22   (+/-2cm)      66.3    (feet)  VERTCON   
 DY0460  ___________________________________________________________________
 DY0460  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0460  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0460
 DY0460.The horizontal coordinates were scaled from a topographic map and have
 DY0460.an estimated accuracy of +/- 6 seconds.
 DY0460
 DY0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0460.The vertical order pertains to the NGVD 29 superseded value.
 DY0460
 DY0460.The geoid height was determined by GEOID03.
 DY0460
 DY0460;                    North         East    Units  Estimated Accuracy
 DY0460;SPC CA 5     -   543,010.    1,979,750.      MT  (+/- 180 meters Scaled)
 DY0460
 DY0460                          SUPERSEDED SURVEY CONTROL
 DY0460
 DY0460  NGVD 29 (??/??/92)   19.477  (m)           63.90   (f) ADJ UNCH    1 2
 DY0460
 DY0460.Superseded values are not recommended for survey control.
 DY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0460.See file dsdata.txt to determine how the superseded data were derived.
 DY0460
 DY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT872503(NAD 83)
 DY0460_MARKER: DD = SURVEY DISK
 DY0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0460_SP_SET: CULVERT
 DY0460_STAMPING: B M 19
 DY0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0460
 DY0460  HISTORY     - Date     Condition        Report By
 DY0460  HISTORY     - UNK      MONUMENTED       CA-037
 DY0460  HISTORY     - 1955     GOOD             NGS
 DY0460  HISTORY     - 1964     GOOD             NGS
 DY0460
 DY0460                          STATION DESCRIPTION
 DY0460
 DY0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0460'AT COMPTON.
 DY0460'AT COMPTON, 0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY
 DY0460'RAILROAD FROM THE CALIFORNIA DEPARTMENT OF MOTOR VEHICLES
 DY0460'BUILDING, 363 FEET SOUTH OF THE CENTER OF THE CROSSING OF OLIVE
 DY0460'STREET, AT THE T JUNCTION OF ALAMEDA STREET AND RAYMOND AVENUE,
 DY0460'AT 36-INCH CONCRETE PIPE CULVERT 494 A, IN THE TOP OF THE EAST
 DY0460'CONCRETE HEAD WALL, 17 FEET SOUTH OF THE PROLONGATION OF THE
 DY0460'CENTER LINE OF THE AVENUE, 11.8 FEET EAST OF THE EAST RAIL OF
 DY0460'THE SIDE TRACK, 1.6 FEET SOUTH OF THE NORTH END OF THE HEAD
 DY0460'WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 DY0460
 DY0460                          STATION RECOVERY (1964)
 DY0460
 DY0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0136 ***********************************************************************
 EV0136  DESIGNATION -  19 LC
 EV0136  PID         -  EV0136
 EV0136  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0136  USGS QUAD   -  WILD CROSSING (1993)
 EV0136
 EV0136                         *CURRENT SURVEY CONTROL
 EV0136  ___________________________________________________________________
 EV0136* NAD 83(1986)-  34 45 45.     (N)    117 19 49.     (W)     SCALED    
 EV0136* NAVD 88     -       735.33   (+/-2cm)    2412.5    (feet)  VERTCON   
 EV0136  ___________________________________________________________________
 EV0136  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV0136  VERT ORDER  -  THIRD (See Below)
 EV0136
 EV0136.The horizontal coordinates were scaled from a topographic map and have
 EV0136.an estimated accuracy of +/- 6 seconds.
 EV0136
 EV0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0136.The vertical order pertains to the NGVD 29 superseded value.
 EV0136
 EV0136.The geoid height was determined by GEOID03.
 EV0136
 EV0136;                    North         East    Units  Estimated Accuracy
 EV0136;SPC CA 5     -   640,250.    2,061,310.      MT  (+/- 180 meters Scaled)
 EV0136
 EV0136                          SUPERSEDED SURVEY CONTROL
 EV0136
 EV0136  NGVD 29 (??/??/??)  734.51   (m)         2409.8    (f) RESET       3  
 EV0136
 EV0136.Superseded values are not recommended for survey control.
 EV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0136.See file dsdata.txt to determine how the superseded data were derived.
 EV0136
 EV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU697467(NAD 83)
 EV0136_MARKER: DD = SURVEY DISK
 EV0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0136_STAMPING: 19 LC 2409 1953
 EV0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0136+STABILITY: SURFACE MOTION
 EV0136
 EV0136  HISTORY     - Date     Condition        Report By
 EV0136  HISTORY     - 1953     MONUMENTED       USGS
 EV0136  HISTORY     - 1956     GOOD             NGS
 EV0136  HISTORY     - 1961     GOOD             USGS
 EV0136
 EV0136                          STATION DESCRIPTION
 EV0136
 EV0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0136'1.7 MI N FROM HELENDALE.
 EV0136'1.7 MILES NORTH ALONG HARPER LAKE ROAD FROM HELENDALE SCHOOL AT
 EV0136'HELENDALE, AT THE INTERSECTION OF SMITHSON ROAD, 70 FEET NORTH
 EV0136'OF THE CENTER LINE OF SMITHSON ROAD, 22 FEET WEST OF THE CENTER
 EV0136'LINE OF HARPER LAKE ROAD, 12 1/2 FEET SOUTH OF POWER LINE POLE
 EV0136'26061 WITH 2 GUY WIRES, 1.2 FEET NORTH OF A WITNESS POST, AND SET
 EV0136'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EV0136'GROUND.
 EV0136
 EV0136                          STATION RECOVERY (1961)
 EV0136
 EV0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EV0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1291 ***********************************************************************
 EW1291  DESIGNATION -  19 Q 4 C OF LA
 EW1291  PID         -  EW1291
 EW1291  STATE/COUNTY-  CA/LOS ANGELES
 EW1291  USGS QUAD   -  HOLLYWOOD (1994)
 EW1291
 EW1291                         *CURRENT SURVEY CONTROL
 EW1291  ___________________________________________________________________
 EW1291* NAD 83(1986)-  34 00 13.     (N)    118 17 59.     (W)     SCALED    
 EW1291* NAVD 88     -        46.72   (+/-2cm)     153.3    (feet)  VERTCON   
 EW1291  ___________________________________________________________________
 EW1291  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EW1291  VERT ORDER  -  THIRD (See Below)
 EW1291
 EW1291.The horizontal coordinates were scaled from a topographic map and have
 EW1291.an estimated accuracy of +/- 6 seconds.
 EW1291
 EW1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1291.The vertical order pertains to the NGVD 29 superseded value.
 EW1291
 EW1291.The geoid height was determined by GEOID03.
 EW1291
 EW1291;                    North         East    Units  Estimated Accuracy
 EW1291;SPC CA 5     -   555,910.    1,972,310.      MT  (+/- 180 meters Scaled)
 EW1291
 EW1291                          SUPERSEDED SURVEY CONTROL
 EW1291
 EW1291  NGVD 29 (??/??/??)   45.94   (m)          150.7    (f) RESET       3  
 EW1291
 EW1291.Superseded values are not recommended for survey control.
 EW1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1291.See file dsdata.txt to determine how the superseded data were derived.
 EW1291
 EW1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799633(NAD 83)
 EW1291_MARKER: DB = BENCH MARK DISK
 EW1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1291_STAMPING: 19Q4 150.85
 EW1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1291+STABILITY: SURFACE MOTION
 EW1291
 EW1291  HISTORY     - Date     Condition        Report By
 EW1291  HISTORY     - UNK      MONUMENTED       CA1980
 EW1291  HISTORY     - 1945     GOOD             NGS
 EW1291  HISTORY     - 1964     MARK NOT FOUND   NGS
 EW1291
 EW1291                          STATION DESCRIPTION
 EW1291
 EW1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1291'AT LOS ANGELES.
 EW1291'AT LOS ANGELES AT THE INTERSECTION OF VERNON AVENUE AND NORMANDIE
 EW1291'AVENUE, 40.4 FEET EAST OF THE EAST CURBLINE OF NORMANDIE AVENUE,
 EW1291'6.2 FEET SOUTH OF THE SOUTH CURB OF VERNON AVENUE, 1.0 FOOT
 EW1291'NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK ON THE SOUTH
 EW1291'SIDE OF VERNON AVENUE AND 24.0 FEET WEST OF POWER POLE NUMBER
 EW1291'18071G.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED 19 Q 4
 EW1291'150.85 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY
 EW1291'DESTROYED DURING CONSTRUCTION OF NEW SIDEWALKS AND CURBS.
 EW1291
 EW1291                          STATION RECOVERY (1964)
 EW1291
 EW1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1424 ***********************************************************************
 LU1424  DESIGNATION -  19 RS USGS
 LU1424  PID         -  LU1424
 LU1424  STATE/COUNTY-  CA/HUMBOLDT
 LU1424  USGS QUAD   -  BRIDGEVILLE (1969)
 LU1424
 LU1424                         *CURRENT SURVEY CONTROL
 LU1424  ___________________________________________________________________
 LU1424* NAD 83(1986)-  40 27 50.     (N)    123 51 32.     (W)     SCALED    
 LU1424* NAVD 88     -       131.00   (+/-2cm)     429.8    (feet)  VERTCON   
 LU1424  ___________________________________________________________________
 LU1424  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LU1424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1424
 LU1424.The horizontal coordinates were scaled from a topographic map and have
 LU1424.an estimated accuracy of +/- 6 seconds.
 LU1424
 LU1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1424.The vertical order pertains to the NGVD 29 superseded value.
 LU1424
 LU1424.The geoid height was determined by GEOID03.
 LU1424
 LU1424;                    North         East    Units  Estimated Accuracy
 LU1424;SPC CA 1     -   627,210.    1,842,370.      MT  (+/- 180 meters Scaled)
 LU1424
 LU1424                          SUPERSEDED SURVEY CONTROL
 LU1424
 LU1424  NGVD 29 (??/??/92)  130.015  (m)          426.56   (f) ADJ UNCH    2 0
 LU1424
 LU1424.Superseded values are not recommended for survey control.
 LU1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1424.See file dsdata.txt to determine how the superseded data were derived.
 LU1424
 LU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK271796(NAD 83)
 LU1424_MARKER: DD = SURVEY DISK
 LU1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1424_STAMPING: 19 RS 426 1933
 LU1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1424+STABILITY: SURFACE MOTION
 LU1424
 LU1424  HISTORY     - Date     Condition        Report By
 LU1424  HISTORY     - 1933     MONUMENTED       USGS
 LU1424  HISTORY     - 1949     GOOD             NGS
 LU1424  HISTORY     - 20070730 MARK NOT FOUND   CADT
 LU1424
 LU1424                          STATION DESCRIPTION
 LU1424
 LU1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1424'3.8 MI W FROM BRIDGEVILLE.
 LU1424'3.8 MILES WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 LU1424'BRIDGEVILLE, AT CONCRETE BRIDGE 4-98 OVER THE VAN DUZEN RIVER,
 LU1424'IN THE TOP OF THE APPROXIMATE CENTER OF THE SQUARE CONCRETE
 LU1424'POST AT THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARD RAIL,
 LU1424'14.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 LU1424'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 LU1424
 LU1424                          STATION RECOVERY (2007)
 LU1424
 LU1424'RECOVERY NOTE BY CALTRANS 2007 (REB)
 LU1424'MARK NOT FOUND. BRIDGE WAS DESTROYED BY FLOOD OF 1964. NEW BRIDGE WAS
 LU1424'CONSDTRUCTED IN 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1302 ***********************************************************************
 EW1302  DESIGNATION -  19 S 5 C OF LA
 EW1302  PID         -  EW1302
 EW1302  STATE/COUNTY-  CA/LOS ANGELES
 EW1302  USGS QUAD   -  HOLLYWOOD (1994)
 EW1302
 EW1302                         *CURRENT SURVEY CONTROL
 EW1302  ___________________________________________________________________
 EW1302* NAD 83(1986)-  34 00 14.     (N)    118 15 03.     (W)     SCALED    
 EW1302* NAVD 88     -        59.92   (+/-2cm)     196.6    (feet)  VERTCON   
 EW1302  ___________________________________________________________________
 EW1302  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 EW1302  VERT ORDER  -  THIRD (See Below)
 EW1302
 EW1302.The horizontal coordinates were scaled from a topographic map and have
 EW1302.an estimated accuracy of +/- 6 seconds.
 EW1302
 EW1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1302.The vertical order pertains to the NGVD 29 superseded value.
 EW1302
 EW1302.The geoid height was determined by GEOID03.
 EW1302
 EW1302;                    North         East    Units  Estimated Accuracy
 EW1302;SPC CA 5     -   555,920.    1,976,830.      MT  (+/- 180 meters Scaled)
 EW1302
 EW1302                          SUPERSEDED SURVEY CONTROL
 EW1302
 EW1302  NGVD 29 (??/??/??)   59.14   (m)          194.0    (f) RESET       3  
 EW1302
 EW1302.Superseded values are not recommended for survey control.
 EW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1302.See file dsdata.txt to determine how the superseded data were derived.
 EW1302
 EW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844632(NAD 83)
 EW1302_MARKER: DD = SURVEY DISK
 EW1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1302_SP_SET: SUBWAY ENTRANCE
 EW1302_STAMPING: 19 S 5 194.17
 EW1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1302
 EW1302  HISTORY     - Date     Condition        Report By
 EW1302  HISTORY     - UNK      MONUMENTED       CA1980
 EW1302  HISTORY     - 1964     GOOD             NGS
 EW1302
 EW1302                          STATION DESCRIPTION
 EW1302
 EW1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1302'AT LOS ANGELES.
 EW1302'AT LOS ANGELES, ABOUT 0.05 MILE WEST OF THE INTERSECTION OF
 EW1302'COMPTON AND VERNON AVENUES, IN THE TOP OF THE SOUTHWEST CORNER
 EW1302'OF A PEDESTRIAN ENTRANCE TO A SUBWAY UNDER VERNON AVENUE, 14.8
 EW1302'FEET SOUTH OF THE SOUTH CURB OF VERNON AVENUE, ABOUT 0.5 FOOT
 EW1302'LOWER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0931 ***********************************************************************
 KT0931  DESIGNATION -  19 S USGS
 KT0931  PID         -  KT0931
 KT0931  STATE/COUNTY-  CA/MENDOCINO
 KT0931  USGS QUAD   -  COVELO EAST (1994)
 KT0931
 KT0931                         *CURRENT SURVEY CONTROL
 KT0931  ___________________________________________________________________
 KT0931* NAD 83(1986)-  39 47 39.     (N)    123 14 53.     (W)     SCALED    
 KT0931* NAVD 88     -       428.12   (+/-2cm)    1404.6    (feet)  VERTCON   
 KT0931  ___________________________________________________________________
 KT0931  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 KT0931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0931
 KT0931.The horizontal coordinates were scaled from a topographic map and have
 KT0931.an estimated accuracy of +/- 6 seconds.
 KT0931
 KT0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0931.The vertical order pertains to the NGVD 29 superseded value.
 KT0931
 KT0931.The geoid height was determined by GEOID03.
 KT0931
 KT0931;                    North         East    Units  Estimated Accuracy
 KT0931;SPC CA 2     -   736,910.    1,893,110.      MT  (+/- 180 meters Scaled)
 KT0931
 KT0931                          SUPERSEDED SURVEY CONTROL
 KT0931
 KT0931  NGVD 29 (??/??/92)  427.21   (m)         1401.6    (f) COMPUTED    2 0
 KT0931
 KT0931.Superseded values are not recommended for survey control.
 KT0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0931.See file dsdata.txt to determine how the superseded data were derived.
 KT0931
 KT0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK787049(NAD 83)
 KT0931_MARKER: DD = SURVEY DISK
 KT0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0931_SP_SET: BUILDING
 KT0931_STAMPING: 19 S 1924
 KT0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0931
 KT0931  HISTORY     - Date     Condition        Report By
 KT0931  HISTORY     - 1924     MONUMENTED       USGS
 KT0931  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT0931  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0931
 KT0931                          STATION DESCRIPTION
 KT0931
 KT0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0931'AT COVELO.
 KT0931'AT COVELO, MENDOCINO COUNTY, AT THE BANK OF COVELO, IN THE
 KT0931'EAST WALL, 1 FOOT SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 KT0931'AND 4.2 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 KT0931'SURVEY STANDARD DISK, STAMPED 19 S 1924 AND SET VERTICALLY.
 KT0931'NOTE-- BANK COVERED THE WALL WITH WOOD SIDING AND MARK IS
 KT0931'BELIEVED COVERED.
 KT0931
 KT0931                          STATION RECOVERY (1966)
 KT0931
 KT0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0082 ***********************************************************************
 JT0082  DESIGNATION -  19 TKM USGS
 JT0082  PID         -  JT0082
 JT0082  STATE/COUNTY-  CA/LAKE
 JT0082  USGS QUAD   -  WILSON VALLEY (1993)
 JT0082
 JT0082                         *CURRENT SURVEY CONTROL
 JT0082  ___________________________________________________________________
 JT0082* NAD 83(1986)-  38 53 07.     (N)    122 28 05.     (W)     SCALED    
 JT0082* NAVD 88     -       730.03   (+/-2cm)    2395.1    (feet)  VERTCON   
 JT0082  ___________________________________________________________________
 JT0082  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 JT0082  VERT ORDER  -  THIRD (See Below)
 JT0082
 JT0082.The horizontal coordinates were scaled from a topographic map and have
 JT0082.an estimated accuracy of +/- 6 seconds.
 JT0082
 JT0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0082.The vertical order pertains to the NGVD 29 superseded value.
 JT0082
 JT0082.The geoid height was determined by GEOID03.
 JT0082
 JT0082;                    North         East    Units  Estimated Accuracy
 JT0082;SPC CA 2     -   635,380.    1,959,390.      MT  (+/- 180 meters Scaled)
 JT0082
 JT0082                          SUPERSEDED SURVEY CONTROL
 JT0082
 JT0082  NGVD 29 (??/??/??)  729.14   (m)         2392.2    (f) RESET       3  
 JT0082
 JT0082.Superseded values are not recommended for survey control.
 JT0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0082.See file dsdata.txt to determine how the superseded data were derived.
 JT0082
 JT0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ461041(NAD 83)
 JT0082_MARKER: DD = SURVEY DISK
 JT0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0082_STAMPING: 19 TKM 1942 2391
 JT0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0082+STABILITY: SURFACE MOTION
 JT0082
 JT0082  HISTORY     - Date     Condition        Report By
 JT0082  HISTORY     - 1942     MONUMENTED       USGS
 JT0082  HISTORY     - 1966     GOOD             NGS
 JT0082
 JT0082                          STATION DESCRIPTION
 JT0082
 JT0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0082'9.4 MI SE FROM LOWER LAKE.
 JT0082'9.4 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST OFFICE
 JT0082'AT LOWER LAKE, ABOUT 300 FEET EAST OF A WOODEN BRIDGE OVER A
 JT0082'CREEK, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 131 FEET
 JT0082'WEST OF THE CENTER LINE OF A DIRT ROAD SOUTH TO JONES RANCH,
 JT0082'11.7 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST,
 JT0082'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JT0082'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0846 ***********************************************************************
 JS0846  DESIGNATION -  19 USE
 JS0846  PID         -  JS0846
 JS0846  STATE/COUNTY-  CA/SACRAMENTO
 JS0846  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS0846
 JS0846                         *CURRENT SURVEY CONTROL
 JS0846  ___________________________________________________________________
 JS0846* NAD 83(1986)-  38 33 09.     (N)    121 25 17.     (W)     SCALED    
 JS0846* NAVD 88     -        13.02   (+/-2cm)      42.7    (feet)  VERTCON   
 JS0846  ___________________________________________________________________
 JS0846  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JS0846  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0846
 JS0846.The horizontal coordinates were scaled from a topographic map and have
 JS0846.an estimated accuracy of +/- 6 seconds.
 JS0846
 JS0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0846.The vertical order pertains to the NGVD 29 superseded value.
 JS0846
 JS0846.The geoid height was determined by GEOID03.
 JS0846
 JS0846;                    North         East    Units  Estimated Accuracy
 JS0846;SPC CA 2     -   598,490.    2,050,440.      MT  (+/- 180 meters Scaled)
 JS0846
 JS0846                          SUPERSEDED SURVEY CONTROL
 JS0846
 JS0846  NGVD 29 (??/??/92)   12.28   (m)           40.3    (f) COMPUTED    1 2
 JS0846
 JS0846.Superseded values are not recommended for survey control.
 JS0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0846.See file dsdata.txt to determine how the superseded data were derived.
 JS0846
 JS0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH375683(NAD 83)
 JS0846_MARKER: P = PIPE CAP
 JS0846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0846_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0846_STAMPING: 19 43.3
 JS0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0846
 JS0846  HISTORY     - Date     Condition        Report By
 JS0846  HISTORY     - UNK      MONUMENTED       DOD
 JS0846  HISTORY     - 1948     GOOD             NGS
 JS0846  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0846
 JS0846                          STATION DESCRIPTION
 JS0846
 JS0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0846'0.6 MI W FROM PERKINS.
 JS0846'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY NO. 50 AND AN OILED ROAD
 JS0846'LEADING SOUTH TO THE SACRAMENTO SIGNAL DEPOT, ABOUT 350 FEET
 JS0846'WEST OF THE PROLONGATION OF THE ROAD LEADING SOUTH TO THE SACRAMENTO
 JS0846'SIGNAL DEPOT, 39.4 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 JS0846'NO. 50, 2.5 FEET NORTH OF AN EAST WEST WIRE FENCE, A BRASS CAP
 JS0846'RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1.0 FOOT
 JS0846'ABOVE THE GROUND.
 JS0846
 JS0846                          STATION RECOVERY (2004)
 JS0846
 JS0846'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0986 ***********************************************************************
 FV0986  TIDAL BM    -  This is a Tidal Bench Mark.
 FV0986  DESIGNATION -  19 USGS
 FV0986  PID         -  FV0986
 FV0986  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0986  USGS QUAD   -  SAN SIMEON (1976)
 FV0986
 FV0986                         *CURRENT SURVEY CONTROL
 FV0986  ___________________________________________________________________
 FV0986* NAD 83(1986)-  35 38 39.     (N)    121 11 20.     (W)     SCALED    
 FV0986* NAVD 88     -         6.851  (meters)      22.48   (feet)  ADJUSTED  
 FV0986  ___________________________________________________________________
 FV0986  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 FV0986  DYNAMIC HT  -           6.845 (meters)      22.46  (feet)  COMP
 FV0986  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 FV0986
 FV0986  VERT ORDER  -  FIRST     CLASS I
 FV0986
 FV0986.The horizontal coordinates were scaled from a topographic map and have
 FV0986.an estimated accuracy of +/- 6 seconds.
 FV0986
 FV0986.The orthometric height was determined by differential leveling
 FV0986.and adjusted in June 1991.
 FV0986
 FV0986.This Tidal Bench Mark is designated as VM 8051
 FV0986.by the Center for Operational Oceanographic Products and Services.
 FV0986
 FV0986.The geoid height was determined by GEOID03.
 FV0986
 FV0986.The dynamic height is computed by dividing the NAVD 88
 FV0986.geopotential number by the normal gravity value computed on the
 FV0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0986.degrees latitude (g = 980.6199 gals.).
 FV0986
 FV0986.The modeled gravity was interpolated from observed gravity values.
 FV0986
 FV0986;                    North         East    Units  Estimated Accuracy
 FV0986;SPC CA 5     -   742,440.    1,711,230.      MT  (+/- 180 meters Scaled)
 FV0986
 FV0986                          SUPERSEDED SURVEY CONTROL
 FV0986
 FV0986  NGVD 29 (10/21/93)    6.018  (m)           19.74   (f) ADJUSTED    1 1
 FV0986
 FV0986.Superseded values are not recommended for survey control.
 FV0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0986.See file dsdata.txt to determine how the superseded data were derived.
 FV0986
 FV0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE639459(NAD 83)
 FV0986_MARKER: DD = SURVEY DISK
 FV0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FV0986_SP_SET: BRIDGE
 FV0986_STAMPING: 19 1917
 FV0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0986
 FV0986  HISTORY     - Date     Condition        Report By
 FV0986  HISTORY     - 1917     MONUMENTED       USGS
 FV0986  HISTORY     - 1961     GOOD             NGS
 FV0986  HISTORY     - 1972     GOOD             USGS
 FV0986  HISTORY     - 1977     GOOD             NGS
 FV0986  HISTORY     - 20061020 GOOD             GEOCAC
 FV0986  HISTORY     - 20081028 GOOD             GEOCAC
 FV0986
 FV0986                          STATION DESCRIPTION
 FV0986
 FV0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FV0986'AT SAN SIMEON.
 FV0986'AT SAN SIMEON, SAN LUIS OBISPO COUNTY, ON STATE HIGHWAY 1, AT
 FV0986'THE EAST SIDE OF TOWN, AT A BRIDGE OVER ARROYO DEL PUERTO, IN
 FV0986'THE TOP OF THE SOUTHEAST CONCRETE GUARDWALL, 21.6 FEET NORTHEAST
 FV0986'OF THE SOUTHWEST END OF THE WALL, AND 0.6 FOOT SOUTHEAST OF THE
 FV0986'NORTHWEST EDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FV0986'DISK, STAMPED 19 1917.
 FV0986
 FV0986                          STATION RECOVERY (1972)
 FV0986
 FV0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FV0986'RECOVERED IN GOOD CONDITION.
 FV0986
 FV0986                          STATION RECOVERY (1977)
 FV0986
 FV0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0986'AT SAN SIMEON, ON OLD STATE HIGHWAY 1, AT THE EAST SIDE OF TOWN,
 FV0986'AT A BRIDGE OVER ARROYO DEL PUERTO, SET IN THE TOP OF THE SOUTHEAST
 FV0986'CONCRETE GUARDWALL, 10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FV0986'21.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE WALL, AND 0.6 FOOT
 FV0986'SOUTHEAST OF THE NORTHWEST EDGE.
 FV0986
 FV0986                          STATION RECOVERY (2006)
 FV0986
 FV0986'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FV0986'THE MARK HAS SURFACE DAMAGE AND MUCH OF THE EPOXY HAS WORN OR BEEN
 FV0986'CHIPPED AWAY.  THE DISK IS STILL SOLID AND STABLE.
 FV0986
 FV0986                          STATION RECOVERY (2008)
 FV0986
 FV0986'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 FV0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0013 ***********************************************************************
 DY0013  DESIGNATION -  19 USN
 DY0013  PID         -  DY0013
 DY0013  STATE/COUNTY-  CA/LOS ANGELES
 DY0013  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0013
 DY0013                         *CURRENT SURVEY CONTROL
 DY0013  ___________________________________________________________________
 DY0013* NAD 83(1986)-  33 46 35.     (N)    118 07 08.     (W)     SCALED    
 DY0013* NAVD 88     -        24.47   (+/-2cm)      80.3    (feet)  VERTCON   
 DY0013  ___________________________________________________________________
 DY0013  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0013  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0013
 DY0013.The horizontal coordinates were scaled from a topographic map and have
 DY0013.an estimated accuracy of +/- 6 seconds.
 DY0013
 DY0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0013.The vertical order pertains to the NGVD 29 superseded value.
 DY0013
 DY0013.The geoid height was determined by GEOID03.
 DY0013
 DY0013;                    North         East    Units  Estimated Accuracy
 DY0013;SPC CA 5     -   530,670.    1,988,990.      MT  (+/- 180 meters Scaled)
 DY0013
 DY0013                          SUPERSEDED SURVEY CONTROL
 DY0013
 DY0013  NGVD 29 (??/??/92)   23.718  (m)           77.81   (f) ADJ UNCH    1 2
 DY0013
 DY0013.Superseded values are not recommended for survey control.
 DY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0013.See file dsdata.txt to determine how the superseded data were derived.
 DY0013
 DY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT964379(NAD 83)
 DY0013_MARKER: X = CHISELED CROSS
 DY0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0013_SP_SET: PLATFORM
 DY0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0013
 DY0013  HISTORY     - Date     Condition        Report By
 DY0013  HISTORY     - UNK      MONUMENTED       DOD
 DY0013  HISTORY     - 1954     GOOD             NGS
 DY0013  HISTORY     - 1958     GOOD             NGS
 DY0013  HISTORY     - 20061226 MARK NOT FOUND   GEOCAC
 DY0013
 DY0013                          STATION DESCRIPTION
 DY0013
 DY0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0013'AT LONG BEACH.
 DY0013'AT LONG BEACH, AT THE VETERANS ADMINISTRATION (FORMER U.S.
 DY0013'NAVAL) HOSPITAL, 0.1 MILE NORTH OF THE SEVENTH STREET ENTRANCE,
 DY0013'ABOUT 30 YARDS SOUTHEAST OF THE CENTER OF THE SOUTH (MAIN)
 DY0013'ENTRANCE TO THE ADMINISTRATION BUILDING, AT A CONCRETE PLATFORM
 DY0013'FOR A STEEL MANHOLE OVER, IN THE TOP OF THE NORTH EDGE OF THE
 DY0013'STEEL RIM OF THE COVER, 36.1 FEET NORTHEAST OF THE CENTER OF
 DY0013'THE TOP OF A FIRE HYDRANT, 2.7 FEET SOUTHWEST OF THE NORTHEAST
 DY0013'CORNER OF THE PLATFORM, AND ABOUT FLUSH WITH THE LAWN.
 DY0013
 DY0013                          STATION RECOVERY (1958)
 DY0013
 DY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0013'RECOVERED IN GOOD CONDITION.
 DY0013
 DY0013                          STATION RECOVERY (2006)
 DY0013
 DY0013'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0013'AN EXTENSIVE SEARCH OF THE AREA DID NOT LOCATE THE MARK OR THE
 DY0013'LOCATION. IT WOULD APPEAR THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1616 ***********************************************************************
 EW1616  DESIGNATION -  19 W C OF LA
 EW1616  PID         -  EW1616
 EW1616  STATE/COUNTY-  CA/LOS ANGELES
 EW1616  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1616
 EW1616                         *CURRENT SURVEY CONTROL
 EW1616  ___________________________________________________________________
 EW1616* NAD 83(1986)-  34 00 22.     (N)    118 25 42.     (W)     SCALED    
 EW1616* NAVD 88     -        23.09   (+/-2cm)      75.8    (feet)  VERTCON   
 EW1616  ___________________________________________________________________
 EW1616  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 EW1616  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1616
 EW1616.The horizontal coordinates were scaled from a topographic map and have
 EW1616.an estimated accuracy of +/- 6 seconds.
 EW1616
 EW1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1616.The vertical order pertains to the NGVD 29 superseded value.
 EW1616
 EW1616.The geoid height was determined by GEOID03.
 EW1616
 EW1616;                    North         East    Units  Estimated Accuracy
 EW1616;SPC CA 5     -   556,230.    1,960,430.      MT  (+/- 180 meters Scaled)
 EW1616
 EW1616                          SUPERSEDED SURVEY CONTROL
 EW1616
 EW1616  NGVD 29 (??/??/92)   22.34   (m)           73.3    (f) COMPUTED    1 2
 EW1616
 EW1616.Superseded values are not recommended for survey control.
 EW1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1616.See file dsdata.txt to determine how the superseded data were derived.
 EW1616
 EW1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT681637(NAD 83)
 EW1616_MARKER: DD = SURVEY DISK
 EW1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1616_STAMPING: 19 W 73.35
 EW1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1616+STABILITY: SURFACE MOTION
 EW1616
 EW1616  HISTORY     - Date     Condition        Report By
 EW1616  HISTORY     - UNK      MONUMENTED       CA1980
 EW1616  HISTORY     - 1964     GOOD             NGS
 EW1616  HISTORY     - 1965     MARK NOT FOUND   USGS
 EW1616
 EW1616                          STATION DESCRIPTION
 EW1616
 EW1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1616'AT VENICE.
 EW1616'AT VENICE, AT THE INTERSECTION OF VENICE BOULEVARD AND MARCASEL
 EW1616'AVENUE, 41.0 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 EW1616'BOULEVARD, 2.0 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 EW1616'AVENUE, ABOUT LEVEL WITH THE TOP OF THE CURB, AND SET IN THE TOP
 EW1616'OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 EW1616
 EW1616                          STATION RECOVERY (1965)
 EW1616
 EW1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EW1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3644 ***********************************************************************
 HT3644  DESIGNATION -  19.13=272
 HT3644  PID         -  HT3644
 HT3644  STATE/COUNTY-  CA/SANTA CRUZ
 HT3644  USGS QUAD   -  POINT ANO NUEVO (1997)
 HT3644
 HT3644                         *CURRENT SURVEY CONTROL
 HT3644  ___________________________________________________________________
 HT3644* NAD 83(1986)-  37 05 48.     (N)    122 16 42.     (W)     SCALED    
 HT3644* NAVD 88     -         6.581  (meters)      21.59   (feet)  ADJUSTED  
 HT3644  ___________________________________________________________________
 HT3644  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 HT3644  DYNAMIC HT  -           6.576 (meters)      21.57  (feet)  COMP
 HT3644  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 HT3644
 HT3644  VERT ORDER  -  FIRST     CLASS II
 HT3644
 HT3644.The horizontal coordinates were scaled from a topographic map and have
 HT3644.an estimated accuracy of +/- 6 seconds.
 HT3644
 HT3644.The orthometric height was determined by differential leveling
 HT3644.and adjusted in February 1993.
 HT3644
 HT3644.The geoid height was determined by GEOID03.
 HT3644
 HT3644.The dynamic height is computed by dividing the NAVD 88
 HT3644.geopotential number by the normal gravity value computed on the
 HT3644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3644.degrees latitude (g = 980.6199 gals.).
 HT3644
 HT3644.The modeled gravity was interpolated from observed gravity values.
 HT3644
 HT3644;                    North         East    Units  Estimated Accuracy
 HT3644;SPC CA 3     -   567,720.    1,841,920.      MT  (+/- 180 meters Scaled)
 HT3644
 HT3644                          SUPERSEDED SURVEY CONTROL
 HT3644
 HT3644  NGVD 29 (10/21/93)    5.797  (m)           19.02   (f) ADJUSTED    1 2
 HT3644
 HT3644.Superseded values are not recommended for survey control.
 HT3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3644.See file dsdata.txt to determine how the superseded data were derived.
 HT3644
 HT3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG641058(NAD 83)
 HT3644_MARKER: DD = SURVEY DISK
 HT3644_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3644_SP_SET: GUARDRAIL
 HT3644_STAMPING: B.M. 19.13
 HT3644_MARK LOGO: CA-087
 HT3644_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT3644+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2007
 HT3644
 HT3644  HISTORY     - Date     Condition        Report By
 HT3644  HISTORY     - UNK      MONUMENTED       CA-087
 HT3644  HISTORY     - 19900516 GOOD             NGS
 HT3644  HISTORY     - 20070124 GOOD             CADPR
 HT3644
 HT3644                          STATION DESCRIPTION
 HT3644
 HT3644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3644'12.0 KM (7.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3644'OFFICE IN DAVENPORT, SET IN TOP OF AND NEAR THE NORTHWEST END OF THE
 HT3644'NORTHEAST BASE OF THE CONRETE GUARDRAIL OF BRIDGE NUMBER 36/65
 HT3644'SPANNING WADDELL CREEK, 5.4 M (17.7 FT) NORTHEAST OF THE CENTERLINE
 HT3644'OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 HT3644
 HT3644                          STATION RECOVERY (2007)
 HT3644
 HT3644'RECOVERY NOTE BY CA DEPT PARKS REC 2007 (DBK)
 HT3644'THIS BENCHMARK CAN BE OBSERVED WITH GPS BUT IT IS IN A DIFFICULT
 HT3644'LOCATION TO SETUP A TRIPOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1973 ***********************************************************************
 JS1973  DESIGNATION -  19.5=F 10
 JS1973  PID         -  JS1973
 JS1973  STATE/COUNTY-  CA/SOLANO
 JS1973  USGS QUAD   -  DENVERTON (1980)
 JS1973
 JS1973                         *CURRENT SURVEY CONTROL
 JS1973  ___________________________________________________________________
 JS1973* NAD 83(1986)-  38 14 36.     (N)    121 59 57.     (W)     SCALED    
 JS1973* NAVD 88     -         5.36   (+/-2cm)      17.6    (feet)  VERTCON   
 JS1973  ___________________________________________________________________
 JS1973  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JS1973  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1973
 JS1973.The horizontal coordinates were scaled from a topographic map and have
 JS1973.an estimated accuracy of +/- 6 seconds.
 JS1973
 JS1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1973.The vertical order pertains to the NGVD 29 superseded value.
 JS1973
 JS1973.The geoid height was determined by GEOID03.
 JS1973
 JS1973;                    North         East    Units  Estimated Accuracy
 JS1973;SPC CA 2     -   564,020.    2,000,070.      MT  (+/- 180 meters Scaled)
 JS1973
 JS1973                          SUPERSEDED SURVEY CONTROL
 JS1973
 JS1973  NGVD 29 (??/??/92)    4.580  (m)           15.03   (f) ADJ UNCH    1 2
 JS1973
 JS1973.Superseded values are not recommended for survey control.
 JS1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1973.See file dsdata.txt to determine how the superseded data were derived.
 JS1973
 JS1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH875332(NAD 83)
 JS1973_MARKER: P = PIPE CAP
 JS1973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1973_STAMPING: 19.5
 JS1973_MARK LOGO: USGS  
 JS1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1973
 JS1973  HISTORY     - Date     Condition        Report By
 JS1973  HISTORY     - UNK      MONUMENTED       USGS
 JS1973  HISTORY     - 1946     GOOD             CGS
 JS1973  HISTORY     - 1958     MARK NOT FOUND   CGS
 JS1973
 JS1973                          STATION DESCRIPTION
 JS1973
 JS1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JS1973'2.6 MI E FROM FAIRFIELD.
 JS1973'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 JS1973'AT FAIRFIELD, RIVETED ON TOP OF A 3 INCH IRON PIPE EXTENDING
 JS1973'1.6 FEET ABOVE THE GROUND, 20 FEET SOUTH OF THE CENTER LINE OF
 JS1973'THE HIGHWAY, 9 FEET EAST OF THE JUNCTION OF A WIRE FENCE RUNNING
 JS1973'SOUTH WITH A WIRE FENCE RUNNING PARALLEL WITH HIGHWAY, 2
 JS1973'FEET NORTH OF THE WIRE FENCE RUNNING PARALLEL WITH THE HIGHWAY,
 JS1973'ABOUT 2 FEET ABOVE THE PAVEMENT.  WITNESS POST SET 3 FEET WEST
 JS1973'OF THE STATION.  NOTE-- HWY HAS BEEN WIDENED.
 JS1973
 JS1973                          STATION RECOVERY (1958)
 JS1973
 JS1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JS1973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0093 ***********************************************************************
 MX0093  DESIGNATION -  1900 B RESET
 MX0093  PID         -  MX0093
 MX0093  STATE/COUNTY-  CA/SHASTA
 MX0093  USGS QUAD   -  DUNSMUIR (1986)
 MX0093
 MX0093                         *CURRENT SURVEY CONTROL
 MX0093  ___________________________________________________________________
 MX0093* NAD 83(1986)-  41 07 44.     (N)    122 19 18.     (W)     SCALED    
 MX0093* NAVD 88     -       580.968  (meters)    1906.06   (feet)  ADJUSTED  
 MX0093  ___________________________________________________________________
 MX0093  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 MX0093  DYNAMIC HT  -         580.641 (meters)    1904.99  (feet)  COMP
 MX0093  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 MX0093
 MX0093  VERT ORDER  -  FIRST     CLASS II
 MX0093
 MX0093.The horizontal coordinates were scaled from a topographic map and have
 MX0093.an estimated accuracy of +/- 6 seconds.
 MX0093
 MX0093.The orthometric height was determined by differential leveling
 MX0093.and adjusted in June 1991.
 MX0093
 MX0093.The geoid height was determined by GEOID03.
 MX0093
 MX0093.The dynamic height is computed by dividing the NAVD 88
 MX0093.geopotential number by the normal gravity value computed on the
 MX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0093.degrees latitude (g = 980.6199 gals.).
 MX0093
 MX0093.The modeled gravity was interpolated from observed gravity values.
 MX0093
 MX0093;                    North         East    Units  Estimated Accuracy
 MX0093;SPC CA 1     -   699,420.    1,972,990.      MT  (+/- 180 meters Scaled)
 MX0093
 MX0093                          SUPERSEDED SURVEY CONTROL
 MX0093
 MX0093  NGVD 29 (??/??/??)  580.041  (m)         1903.02   (f) ADJUSTED    1 2
 MX0093
 MX0093.Superseded values are not recommended for survey control.
 MX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0093.See file dsdata.txt to determine how the superseded data were derived.
 MX0093
 MX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL569532(NAD 83)
 MX0093_MARKER: DD = SURVEY DISK
 MX0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0093_STAMPING: 1901.076 B 1902
 MX0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0093
 MX0093  HISTORY     - Date     Condition        Report By
 MX0093  HISTORY     - 1952     MONUMENTED       CADH
 MX0093  HISTORY     - 1954     GOOD             NGS
 MX0093
 MX0093                          STATION DESCRIPTION
 MX0093
 MX0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MX0093'0.8 MI SW FROM CASTELLA.
 MX0093'0.8 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0093'FROM THE POST OFFICE AT CASTELLA, 0.2 MILE SOUTHWEST OF CROSSING
 MX0093'OF AN ASPHALT ROAD, 6 POLES SOUTH OF BRIDGE 314.55, AT A GROUP
 MX0093'OF BUILDINGS ON THE EAST SIDE OF THE TRACKS, DIRECTLY EAST OF
 MX0093'AND ACROSS THE TRACKS FROM THE WEGGERS RANCH, 25.7 FEET EAST
 MX0093'OF THE EAST RAIL, 21 1/2 FEET WEST OF THE CENTER LINE OF A
 MX0093'PRIVATE DRIVEWAY, 10 FEET WEST OF TELEPHONE POLE 12 B, ABOUT
 MX0093'1 FOOT HIGHER THAN THE TRACK, RIVETED ON TOP OF A 3 1/2-INCH
 MX0093'PIPE, AND PROJECTING 2.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0630 ***********************************************************************
 JS0630  DESIGNATION -  1900.1 USGS
 JS0630  PID         -  JS0630
 JS0630  STATE/COUNTY-  CA/EL DORADO
 JS0630  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0630
 JS0630                         *CURRENT SURVEY CONTROL
 JS0630  ___________________________________________________________________
 JS0630* NAD 83(1986)-  38 45 44.     (N)    120 51 01.     (W)     SCALED    
 JS0630* NAVD 88     -       579.98   (+/-2cm)    1902.8    (feet)  VERTCON   
 JS0630  ___________________________________________________________________
 JS0630  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 JS0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0630
 JS0630.The horizontal coordinates were scaled from a topographic map and have
 JS0630.an estimated accuracy of +/- 6 seconds.
 JS0630
 JS0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0630.The vertical order pertains to the NGVD 29 superseded value.
 JS0630
 JS0630.The geoid height was determined by GEOID03.
 JS0630
 JS0630;                    North         East    Units  Estimated Accuracy
 JS0630;SPC CA 2     -   622,250.    2,099,920.      MT  (+/- 180 meters Scaled)
 JS0630
 JS0630                          SUPERSEDED SURVEY CONTROL
 JS0630
 JS0630  NGVD 29 (??/??/92)  579.158  (m)         1900.12   (f) ADJ UNCH    2 0
 JS0630
 JS0630.Superseded values are not recommended for survey control.
 JS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0630.See file dsdata.txt to determine how the superseded data were derived.
 JS0630
 JS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH867925(NAD 83)
 JS0630_MARKER: S = SPIKE
 JS0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0630_SP_SET: PINE TREE
 JS0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0630
 JS0630  HISTORY     - Date     Condition        Report By
 JS0630  HISTORY     - UNK      MONUMENTED       USGS
 JS0630  HISTORY     - 1935     GOOD             NGS
 JS0630
 JS0630                          STATION DESCRIPTION
 JS0630
 JS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0630'4.2 MI SE FROM COLOMA.
 JS0630'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM COLOMA, EL DORADO
 JS0630'COUNTY, 18 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JS0630'IN THE SOUTH SIDE OF AN 18-INCH PINE TREE PAINTED USBM 1900.1.
 JS0630'AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0306 ***********************************************************************
 KS0306  DESIGNATION -  191
 KS0306  PID         -  KS0306
 KS0306  STATE/COUNTY-  CA/PLACER
 KS0306  USGS QUAD   -  TAHOE CITY (1992)
 KS0306
 KS0306                         *CURRENT SURVEY CONTROL
 KS0306  ___________________________________________________________________
 KS0306* NAD 83(1986)-  39 10 09.     (N)    120 08 32.     (W)     SCALED    
 KS0306* NAVD 88     -      1899.80   (+/-2cm)    6232.9    (feet)  VERTCON   
 KS0306  ___________________________________________________________________
 KS0306  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KS0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0306
 KS0306.The horizontal coordinates were scaled from a topographic map and have
 KS0306.an estimated accuracy of +/- 6 seconds.
 KS0306
 KS0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0306.The vertical order pertains to the NGVD 29 superseded value.
 KS0306
 KS0306.The geoid height was determined by GEOID03.
 KS0306
 KS0306;                    North         East    Units  Estimated Accuracy
 KS0306;SPC CA 2     -   668,430.    2,160,520.      MT  (+/- 180 meters Scaled)
 KS0306
 KS0306                          SUPERSEDED SURVEY CONTROL
 KS0306
 KS0306  NGVD 29 (??/??/??) 1898.571  (m)         6228.90   (f) ADJUSTED    2 0
 KS0306
 KS0306.Superseded values are not recommended for survey control.
 KS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0306.See file dsdata.txt to determine how the superseded data were derived.
 KS0306
 KS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ468394(NAD 83)
 KS0306_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KS0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0306_STAMPING: 191
 KS0306_MARK LOGO: BOR   
 KS0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0306
 KS0306  HISTORY     - Date     Condition        Report By
 KS0306  HISTORY     - UNK      MONUMENTED       BPR
 KS0306  HISTORY     - 1957     GOOD             CGS
 KS0306  HISTORY     - 20060828 MARK NOT FOUND   GEOCAC
 KS0306
 KS0306                          STATION DESCRIPTION
 KS0306
 KS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0306'AT TAHOE CITY.
 KS0306'AT TAHOE CITY, AT THE NORTHWEST SHORE OF LAKE TAHOE, AT THE WEST
 KS0306'END OF A WOODEN WHARF WHICH EXTENDS ABOUT 300 FEET OFF SHORE,
 KS0306'ABOUT 500 FEET SOUTH OF AND ACROSS A SMALL BEACH FROM THE POST
 KS0306'OFFICE, ABOUT 230 FEET EAST OF AND ACROSS A DIRT DRIVEWAY FROM A
 KS0306'LARGE BEACH MOTEL BUILDING, 0.3 FOOT SOUTH OF THE SOUTH EDGE OF
 KS0306'THE WHARF, ABOUT 2 FEET LOWER THAN THE WHARF FLOOR, AND RIVETED
 KS0306'ON THE TOP OF A 1-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE
 KS0306'AND PROJECTS 0.8 FOOT ABOVE THE GROUND.
 KS0306
 KS0306                          STATION RECOVERY (2006)
 KS0306
 KS0306'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 KS0306'IT APPEARS THAT THE DESCRIBED WHARF NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1533 ***********************************************************************
 GT1533  DESIGNATION -  191
 GT1533  PID         -  GT1533
 GT1533  STATE/COUNTY-  CA/FRESNO
 GT1533  USGS QUAD   -  KEARNEY PARK (1981)
 GT1533
 GT1533                         *CURRENT SURVEY CONTROL
 GT1533  ___________________________________________________________________
 GT1533* NAD 83(1986)-  36 42 21.     (N)    119 58 12.     (W)     SCALED    
 GT1533* NAVD 88     -        72.54   (+/-2cm)     238.0    (feet)  VERTCON   
 GT1533  ___________________________________________________________________
 GT1533  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 GT1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1533
 GT1533.The horizontal coordinates were scaled from a topographic map and have
 GT1533.an estimated accuracy of +/- 6 seconds.
 GT1533
 GT1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1533.The vertical order pertains to the NGVD 29 superseded value.
 GT1533
 GT1533.The geoid height was determined by GEOID03.
 GT1533
 GT1533;                    North         East    Units  Estimated Accuracy
 GT1533;SPC CA 4     -   652,730.    1,913,330.      MT  (+/- 180 meters Scaled)
 GT1533
 GT1533                          SUPERSEDED SURVEY CONTROL
 GT1533
 GT1533  NGVD 29 (??/??/92)   71.776  (m)          235.49   (f) ADJ UNCH    2 0
 GT1533
 GT1533.Superseded values are not recommended for survey control.
 GT1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1533.See file dsdata.txt to determine how the superseded data were derived.
 GT1533
 GT1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA346663(NAD 83)
 GT1533_MARKER: DD = SURVEY DISK
 GT1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1533_STAMPING: 191
 GT1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1533+STABILITY: SURFACE MOTION
 GT1533
 GT1533  HISTORY     - Date     Condition        Report By
 GT1533  HISTORY     - UNK      MONUMENTED       CA-019
 GT1533  HISTORY     - 1959     GOOD             NGS
 GT1533
 GT1533                          STATION DESCRIPTION
 GT1533
 GT1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1533'7.9 MI SE FROM KERMAN.
 GT1533'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1533'STATION AT KERMAN, THENCE 2.55 MILES SOUTH ALONG DICKENSON
 GT1533'AVENUE, AT THE INTERSECTION OF JENSEN AVENUE, 25 1/2 FEET EAST
 GT1533'OF THE CENTER LINE OF DICKENSON AVENUE, 103 FEET SOUTH OF THE
 GT1533'CENTER LINE OF JENSEN AVENUE, 6 FEET SOUTH OF POWER POLE 17732
 GT1533'SUPPORTING THREE TRANSFORMERS, 0.6 FOOT WEST OF A WITNESS
 GT1533'POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 GT1533'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0283 ***********************************************************************
 DY0283  DESIGNATION -  191 C OF LB
 DY0283  PID         -  DY0283
 DY0283  STATE/COUNTY-  CA/LOS ANGELES
 DY0283  USGS QUAD   -  LONG BEACH (1981)
 DY0283
 DY0283                         *CURRENT SURVEY CONTROL
 DY0283  ___________________________________________________________________
 DY0283* NAD 83(1986)-  33 46 58.     (N)    118 11 47.     (W)     SCALED    
 DY0283* NAVD 88     -        10.38   (+/-2cm)      34.1    (feet)  VERTCON   
 DY0283  ___________________________________________________________________
 DY0283  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0283  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0283
 DY0283.The horizontal coordinates were scaled from a topographic map and have
 DY0283.an estimated accuracy of +/- 6 seconds.
 DY0283
 DY0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0283.The vertical order pertains to the NGVD 29 superseded value.
 DY0283
 DY0283.The geoid height was determined by GEOID03.
 DY0283
 DY0283;                    North         East    Units  Estimated Accuracy
 DY0283;SPC CA 5     -   531,390.    1,981,810.      MT  (+/- 180 meters Scaled)
 DY0283
 DY0283                          SUPERSEDED SURVEY CONTROL
 DY0283
 DY0283  NGVD 29 (??/??/92)    9.575  (m)           31.41   (f) ADJ UNCH    1 2
 DY0283
 DY0283.Superseded values are not recommended for survey control.
 DY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0283.See file dsdata.txt to determine how the superseded data were derived.
 DY0283
 DY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT892387(NAD 83)
 DY0283_MARKER: DD = SURVEY DISK
 DY0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0283_STAMPING: L B B M NO 191
 DY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0283+STABILITY: SURFACE MOTION
 DY0283
 DY0283  HISTORY     - Date     Condition        Report By
 DY0283  HISTORY     - UNK      MONUMENTED       CA1970
 DY0283  HISTORY     - 1954     GOOD             NGS
 DY0283  HISTORY     - 1958     GOOD             NGS
 DY0283
 DY0283                          STATION DESCRIPTION
 DY0283
 DY0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0283'AT LONG BEACH.
 DY0283'AT LONG BEACH, AT THE T JUNCTION OF ANAHEIM STREET AND CHESTNUT
 DY0283'AVENUE, IN THE SIDEWALK, 13.1 FEET EAST OF THE EAST CURB OF THE
 DY0283'AVENUE, 7.0 FEET NORTH OF THE NORTH CURB OF THE STREET, 0.9 FOOT
 DY0283'BELOW THE SURFACE OF THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE
 DY0283'POST WHICH IS ENCASED BY A 5-INCH METAL PIPE WITH A CAST IRON
 DY0283'COVER MARKED LBBM.
 DY0283
 DY0283                          STATION RECOVERY (1958)
 DY0283
 DY0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0574 ***********************************************************************
 JS0574  DESIGNATION -  191 GLO
 JS0574  PID         -  JS0574
 JS0574  STATE/COUNTY-  CA/EL DORADO
 JS0574  USGS QUAD   -  PLACERVILLE (1973)
 JS0574
 JS0574                         *CURRENT SURVEY CONTROL
 JS0574  ___________________________________________________________________
 JS0574* NAD 83(1986)-  38 43 47.     (N)    120 47 58.     (W)     SCALED    
 JS0574* NAVD 88     -       568.59   (+/-2cm)    1865.4    (feet)  VERTCON   
 JS0574  ___________________________________________________________________
 JS0574  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 JS0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0574
 JS0574.The horizontal coordinates were scaled from a topographic map and have
 JS0574.an estimated accuracy of +/- 6 seconds.
 JS0574
 JS0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0574.The vertical order pertains to the NGVD 29 superseded value.
 JS0574
 JS0574.The geoid height was determined by GEOID03.
 JS0574
 JS0574;                    North         East    Units  Estimated Accuracy
 JS0574;SPC CA 2     -   618,700.    2,104,380.      MT  (+/- 180 meters Scaled)
 JS0574
 JS0574                          SUPERSEDED SURVEY CONTROL
 JS0574
 JS0574  NGVD 29 (??/??/92)  567.752  (m)         1862.70   (f) ADJ UNCH    2 0
 JS0574
 JS0574.Superseded values are not recommended for survey control.
 JS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0574.See file dsdata.txt to determine how the superseded data were derived.
 JS0574
 JS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH912890(NAD 83)
 JS0574_MARKER: DB = BENCH MARK DISK
 JS0574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0574_STAMPING: 191
 JS0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0574
 JS0574  HISTORY     - Date     Condition        Report By
 JS0574  HISTORY     - UNK      MONUMENTED       BLM
 JS0574  HISTORY     - 1948     GOOD             NGS
 JS0574  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0574
 JS0574                          STATION DESCRIPTION
 JS0574
 JS0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0574'AT PLACERVILLE.
 JS0574'IN THE SOUTHEAST CORNER OF THE EL DORADO COUNTY COURTHOUSE
 JS0574'LAWN, 36.4 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 50
 JS0574'AND BEDFORD STREET, 14.3 FEET WEST OF THE CENTER LINE OF BEDFORD
 JS0574'STREET, 14.1 FEET SOUTHEAST OF THE METAL FLAG POLE AT SOUTH
 JS0574'ENTRANCE TO COURTHOUSE, 0.7 FOOT NORTHWEST OF THE SOUTHEAST
 JS0574'CORNER OF A CONCRETE CURB AROUND THE COURTHOUSE LAWN, WELDED
 JS0574'TO THE TOP OF A 1 INCH IRON PIPE, AND PROJECTING 0.3 FOOT ABOVE
 JS0574'THE GROUND.
 JS0574
 JS0574                          STATION RECOVERY (2004)
 JS0574
 JS0574'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2382 ***********************************************************************
 DX2382  DESIGNATION -  1910 SEA
 DX2382  PID         -  DX2382
 DX2382  STATE/COUNTY-  CA/RIVERSIDE
 DX2382  USGS QUAD   -  EL CASCO (1979)
 DX2382
 DX2382                         *CURRENT SURVEY CONTROL
 DX2382  ___________________________________________________________________
 DX2382* NAD 83(1986)-  33 58 35.     (N)    117 06 15.     (W)     SCALED    
 DX2382* NAVD 88     -       583.403  (meters)    1914.05   (feet)  ADJUSTED  
 DX2382  ___________________________________________________________________
 DX2382  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX2382  DYNAMIC HT  -         582.705 (meters)    1911.76  (feet)  COMP
 DX2382  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 DX2382
 DX2382  VERT ORDER  -  FIRST     CLASS II
 DX2382
 DX2382.The horizontal coordinates were scaled from a topographic map and have
 DX2382.an estimated accuracy of +/- 6 seconds.
 DX2382
 DX2382.The orthometric height was determined by differential leveling
 DX2382.and adjusted in May 1994.
 DX2382
 DX2382.The geoid height was determined by GEOID03.
 DX2382
 DX2382.The dynamic height is computed by dividing the NAVD 88
 DX2382.geopotential number by the normal gravity value computed on the
 DX2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2382.degrees latitude (g = 980.6199 gals.).
 DX2382
 DX2382.The modeled gravity was interpolated from observed gravity values.
 DX2382
 DX2382;                    North         East    Units  Estimated Accuracy
 DX2382;SPC CA 6     -   701,030.    1,921,070.      MT  (+/- 180 meters Scaled)
 DX2382
 DX2382                          SUPERSEDED SURVEY CONTROL
 DX2382
 DX2382  NGVD 29 (??/??/??)  582.596  (m)         1911.40   (f) ADJUSTED    1 2
 DX2382
 DX2382.Superseded values are not recommended for survey control.
 DX2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2382.See file dsdata.txt to determine how the superseded data were derived.
 DX2382
 DX2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT903595(NAD 83)
 DX2382_MARKER: P = PIPE CAP
 DX2382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2382_SP_SET: IRON PIPE
 DX2382_STAMPING: 1910 SEA
 DX2382_MARK LOGO: USGS  
 DX2382_MAGNETIC: P = MARKER IS A STEEL PIPE
 DX2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2382+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 DX2382
 DX2382  HISTORY     - Date     Condition        Report By
 DX2382  HISTORY     - 1910     MONUMENTED       USGS
 DX2382  HISTORY     - 1949     GOOD             NGS
 DX2382  HISTORY     - 19921209 GOOD             MWDSC
 DX2382
 DX2382                          STATION DESCRIPTION
 DX2382
 DX2382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2382'1.1 MI SE FROM EL CASCO.
 DX2382'1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DX2382'THE FORMER STATION AT EL CASCO, AT THE SAN TIMOTEO DISTRICT
 DX2382'SCHOOL, ABOUT 54 YARDS SOUTH OF THE CENTER LINE OF SAN TIMOTEO
 DX2382'CANYON ROAD, 84.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 DX2382'SCHOOL BUILDING, IN THE SCHOOLYARD, 71 1/2 FEET WEST OF A
 DX2382'DRINKING FOUNTAIN, 36 FEET SOUTH OF POWERLINE POLE 461262E, 5.8
 DX2382'FEET EAST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, AND
 DX2382'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT
 DX2382'ABOVE THE GROUND.
 DX2382
 DX2382                          STATION RECOVERY (1992)
 DX2382
 DX2382'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2382'BEAUMONT,6.7 MILES WESTERLY ALONG SAN TIMOTEO CANYON RD FROM THE
 DX2382'INTERSECTION WITH INTERSTATE 10, TO AN OLD CHURCH, 148 FEET (45.1 M)
 DX2382'SOUTH OF THE CENTERLINE OF ROAD 90 FEET (27.4 M) NORTHWEST OF THE
 DX2382'NORTHWEST CORNER OF THE CHURCH, 33 FEET (10.1 M) SOUTHEAST OF POWER
 DX2382'POLE NUMBER 461262E, 6 FEET (1.8 M) EAST OF A BRAB WIRE FENCE AND 2
 DX2382'FEET (0.6 M) HIGHER THAN THE ROAD, IN A 3 INCH IRON PIPE 1.0 FOOT
 DX2382'(0.3 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1560 ***********************************************************************
 DX1560  DESIGNATION -  1913
 DX1560  PID         -  DX1560
 DX1560  STATE/COUNTY-  CA/RIVERSIDE
 DX1560  USGS QUAD   -  SITTON PEAK (1988)
 DX1560
 DX1560                         *CURRENT SURVEY CONTROL
 DX1560  ___________________________________________________________________
 DX1560* NAD 83(1986)-  33 36 57.     (N)    117 25 33.     (W)     SCALED    
 DX1560* NAVD 88     -       583.93   (+/-2cm)    1915.8    (feet)  VERTCON   
 DX1560  ___________________________________________________________________
 DX1560  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DX1560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1560
 DX1560.The horizontal coordinates were scaled from a topographic map and have
 DX1560.an estimated accuracy of +/- 6 seconds.
 DX1560
 DX1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1560.The vertical order pertains to the NGVD 29 superseded value.
 DX1560
 DX1560.The geoid height was determined by GEOID03.
 DX1560
 DX1560;                    North         East    Units  Estimated Accuracy
 DX1560;SPC CA 6     -   661,330.    1,890,890.      MT  (+/- 180 meters Scaled)
 DX1560
 DX1560                          SUPERSEDED SURVEY CONTROL
 DX1560
 DX1560  NGVD 29 (??/??/??)  583.149  (m)         1913.21   (f) ADJUSTED    2 0
 DX1560
 DX1560.Superseded values are not recommended for survey control.
 DX1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1560.See file dsdata.txt to determine how the superseded data were derived.
 DX1560
 DX1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT604196(NAD 83)
 DX1560_MARKER: DD = SURVEY DISK
 DX1560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1560_SP_SET: BRIDGE
 DX1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1560
 DX1560  HISTORY     - Date     Condition        Report By
 DX1560  HISTORY     - UNK      MONUMENTED       CADH
 DX1560  HISTORY     - 1935     GOOD             NGS
 DX1560  HISTORY     - 1958     GOOD             NGS
 DX1560
 DX1560                          STATION DESCRIPTION
 DX1560
 DX1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1560'13.6 MI SW FROM ELSINORE.
 DX1560'13.6 MILES SOUTHWEST ALONG STATE HIGHWAY 74 FROM ELSINORE,
 DX1560'RIVERSIDE COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTH TO
 DX1560'CIVILIAN CONSERVATION CORPS CAMP 1942 AND THE LA CIENAGE RANGER
 DX1560'STATION, 105 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 86
 DX1560'FEET NORTH OF THE NORTH CORNER OF A ROCK-AND-CONCRETE BRIDGE,
 DX1560'AND 36 FEET NORTH OF BENCH MARK J 313 DESCRIBED ABOVE.  THE HIGH
 DX1560'POINT OF A ROCK, CHISELED B.R. AND PAINTED 1912.72.
 DX1560
 DX1560                          STATION RECOVERY (1958)
 DX1560
 DX1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0481 ***********************************************************************
 DC0481  DESIGNATION -  1919.0 USGS
 DC0481  PID         -  DC0481
 DC0481  STATE/COUNTY-  CA/SAN DIEGO
 DC0481  USGS QUAD   -  ALPINE (1988)
 DC0481
 DC0481                         *CURRENT SURVEY CONTROL
 DC0481  ___________________________________________________________________
 DC0481* NAD 83(1986)-  32 50 05.     (N)    116 45 30.     (W)     SCALED    
 DC0481* NAVD 88     -       585.50   (+/-2cm)    1920.9    (feet)  VERTCON   
 DC0481  ___________________________________________________________________
 DC0481  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DC0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0481
 DC0481.The horizontal coordinates were scaled from a topographic map and have
 DC0481.an estimated accuracy of +/- 6 seconds.
 DC0481
 DC0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0481.The vertical order pertains to the NGVD 29 superseded value.
 DC0481
 DC0481.The geoid height was determined by GEOID03.
 DC0481
 DC0481;                    North         East    Units  Estimated Accuracy
 DC0481;SPC CA 6     -   574,210.    1,952,410.      MT  (+/- 180 meters Scaled)
 DC0481
 DC0481                          SUPERSEDED SURVEY CONTROL
 DC0481
 DC0481  NGVD 29 (??/??/??)  584.834  (m)         1918.74   (f) ADJUSTED    2 0
 DC0481
 DC0481.Superseded values are not recommended for survey control.
 DC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0481.See file dsdata.txt to determine how the superseded data were derived.
 DC0481
 DC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS226329(NAD 83)
 DC0481_MARKER: Q = CHISELED SQUARE
 DC0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0481_SP_SET: CULVERT
 DC0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0481
 DC0481  HISTORY     - Date     Condition        Report By
 DC0481  HISTORY     - UNK      MONUMENTED       USGS
 DC0481  HISTORY     - 1944     GOOD             NGS
 DC0481
 DC0481                          STATION DESCRIPTION
 DC0481
 DC0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0481'0.5 MI E FROM ALPINE.
 DC0481'ALONG U.S. HIGHWAY NO. 80, 0.5 MILE EAST OF THE POST OFFICE
 DC0481'AT ALPINE, ACROSS THE HIGHWAY FROM THE RESIDENCE OF H.V. BRYANT,
 DC0481'53.6 FEET SOUTH OF POWER LINE POLE NO. 78820 PAINTED USBM 1919.0,
 DC0481'20.7 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, ON THE
 DC0481'CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL FOR 18-INCH
 DC0481'GALVANIZED PIPE CULVERT NO. D 21 + 43, LEVEL WITH THE HIGHWAY,
 DC0481'A 1-INCH BY 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1532 ***********************************************************************
 GT1532  DESIGNATION -  192
 GT1532  PID         -  GT1532
 GT1532  STATE/COUNTY-  CA/FRESNO
 GT1532  USGS QUAD   -  KEARNEY PARK (1981)
 GT1532
 GT1532                         *CURRENT SURVEY CONTROL
 GT1532  ___________________________________________________________________
 GT1532* NAD 83(1986)-  36 41 58.     (N)    119 58 14.     (W)     SCALED    
 GT1532* NAVD 88     -        71.78   (+/-2cm)     235.5    (feet)  VERTCON   
 GT1532  ___________________________________________________________________
 GT1532  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 GT1532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1532
 GT1532.The horizontal coordinates were scaled from a topographic map and have
 GT1532.an estimated accuracy of +/- 6 seconds.
 GT1532
 GT1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1532.The vertical order pertains to the NGVD 29 superseded value.
 GT1532
 GT1532.The geoid height was determined by GEOID03.
 GT1532
 GT1532;                    North         East    Units  Estimated Accuracy
 GT1532;SPC CA 4     -   652,020.    1,913,280.      MT  (+/- 180 meters Scaled)
 GT1532
 GT1532                          SUPERSEDED SURVEY CONTROL
 GT1532
 GT1532  NGVD 29 (??/??/92)   71.010  (m)          232.97   (f) ADJ UNCH    2 0
 GT1532
 GT1532.Superseded values are not recommended for survey control.
 GT1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1532.See file dsdata.txt to determine how the superseded data were derived.
 GT1532
 GT1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA346656(NAD 83)
 GT1532_MARKER: DD = SURVEY DISK
 GT1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1532_STAMPING: 192
 GT1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1532+STABILITY: SURFACE MOTION
 GT1532
 GT1532  HISTORY     - Date     Condition        Report By
 GT1532  HISTORY     - UNK      MONUMENTED       CA-019
 GT1532  HISTORY     - 1959     GOOD             NGS
 GT1532
 GT1532                          STATION DESCRIPTION
 GT1532
 GT1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1532'8.4 MI SE FROM KERMAN.
 GT1532'5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1532'STATION AT KERMAN, THENCE 3.05 MILES SOUTH ALONG DICKENSON
 GT1532'AVENUE, 187 FEET NORTH OF THE CENTER OF THE JUNCTION OF A
 GT1532'DRIVEWAY LEADING EAST TO A HOUSE, 23 FEET EAST OF THE CENTER
 GT1532'LINE OF THE AVENUE, 2 1/2 FEET SOUTH OF POWER POLE 13538
 GT1532'SUPPORTING A TRANSFORMER, 0.7 FOOT WEST OF A WITNESS POST, ABOUT
 GT1532'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 GT1532'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0279 ***********************************************************************
 DY0279  DESIGNATION -  192 C OF LB
 DY0279  PID         -  DY0279
 DY0279  STATE/COUNTY-  CA/LOS ANGELES
 DY0279  USGS QUAD   -  LONG BEACH (1981)
 DY0279
 DY0279                         *CURRENT SURVEY CONTROL
 DY0279  ___________________________________________________________________
 DY0279* NAD 83(1986)-  33 46 59.     (N)    118 12 11.     (W)     SCALED    
 DY0279* NAVD 88     -         2.68   (+/-2cm)       8.8    (feet)  VERTCON   
 DY0279  ___________________________________________________________________
 DY0279  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0279  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0279
 DY0279.The horizontal coordinates were scaled from a topographic map and have
 DY0279.an estimated accuracy of +/- 6 seconds.
 DY0279
 DY0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0279.The vertical order pertains to the NGVD 29 superseded value.
 DY0279
 DY0279.The geoid height was determined by GEOID03.
 DY0279
 DY0279;                    North         East    Units  Estimated Accuracy
 DY0279;SPC CA 5     -   531,420.    1,981,190.      MT  (+/- 180 meters Scaled)
 DY0279
 DY0279                          SUPERSEDED SURVEY CONTROL
 DY0279
 DY0279  NGVD 29 (??/??/92)    1.871  (m)            6.14   (f) ADJ UNCH    1 2
 DY0279
 DY0279.Superseded values are not recommended for survey control.
 DY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0279.See file dsdata.txt to determine how the superseded data were derived.
 DY0279
 DY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT886387(NAD 83)
 DY0279_MARKER: DD = SURVEY DISK
 DY0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0279+STABILITY: SURFACE MOTION
 DY0279
 DY0279  HISTORY     - Date     Condition        Report By
 DY0279  HISTORY     - UNK      MONUMENTED       CA1970
 DY0279  HISTORY     - 1945     GOOD             NGS
 DY0279  HISTORY     - 1954     MARK NOT FOUND   CA1970
 DY0279
 DY0279                          STATION DESCRIPTION
 DY0279
 DY0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0279'AT LONG BEACH.
 DY0279'AT THE NORTHEAST CORNER OF INTERSECTION OF ANAHEIM STREET AND
 DY0279'SAN FRANSISCO AVENUE, 12.8 FEET EAST OF EAST CURB LINE OF SAN
 DY0279'FRANSISCO AVENUE, 5.9 FEET NORTH OF THE EDGE OF NORTH CURB OF
 DY0279'ANAHEIM STREET, A CONCRETE POST ABOUT 15 INCHES UNDERGROUND,
 DY0279'REACHED THROUGH A 6-INCH IRON PIPE WITH COVER MARKED LBBM.
 DY0279
 DY0279                          STATION RECOVERY (1954)
 DY0279
 DY0279'RECOVERY NOTE BY CITY OF LONG BEACH CALIFORNIA 1954
 DY0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2297 ***********************************************************************
 FU2297  DESIGNATION -  192 DWR
 FU2297  PID         -  FU2297
 FU2297  STATE/COUNTY-  CA/KERN
 FU2297  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2297
 FU2297                         *CURRENT SURVEY CONTROL
 FU2297  ___________________________________________________________________
 FU2297* NAD 83(1986)-  35 14 03.     (N)    119 20 16.     (W)     SCALED    
 FU2297* NAVD 88     -       102.97   (+/-2cm)     337.8    (feet)  VERTCON   
 FU2297  ___________________________________________________________________
 FU2297  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 FU2297  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2297
 FU2297.The horizontal coordinates were scaled from a topographic map and have
 FU2297.an estimated accuracy of +/- 6 seconds.
 FU2297
 FU2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2297.The vertical order pertains to the NGVD 29 superseded value.
 FU2297
 FU2297.The geoid height was determined by GEOID03.
 FU2297
 FU2297;                    North         East    Units  Estimated Accuracy
 FU2297;SPC CA 5     -   693,180.    1,878,230.      MT  (+/- 180 meters Scaled)
 FU2297
 FU2297                          SUPERSEDED SURVEY CONTROL
 FU2297
 FU2297  NGVD 29 (??/??/92)  102.196  (m)          335.29   (f) ADJ UNCH    1 1
 FU2297
 FU2297.Superseded values are not recommended for survey control.
 FU2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2297.See file dsdata.txt to determine how the superseded data were derived.
 FU2297
 FU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV872015(NAD 83)
 FU2297_MARKER: P = PIPE CAP
 FU2297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2297_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2297_STAMPING: BM 192 1959
 FU2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2297
 FU2297  HISTORY     - Date     Condition        Report By
 FU2297  HISTORY     - 1959     MONUMENTED       CADWR
 FU2297  HISTORY     - 1975     GOOD             NGS
 FU2297
 FU2297                          STATION DESCRIPTION
 FU2297
 FU2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU2297'9.8 MI NE FROM FORD CITY.
 FU2297'0.1 MILE EAST ALONG DATE STREET FROM THE JEFFERSON SCHOOL AT
 FU2297'FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET,
 FU2297'THENCE 7.05 MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE
 FU2297'1.95 MILES EAST ALONG GOLF COURSE ROAD, AT THE T JUNCTION OF
 FU2297'A DIRT ROAD LEADING NORTH, 51 FEET NORTH OF THE CENTER LINE
 FU2297'OF GOLF COURSE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE
 FU2297'ROAD, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT HIGHER
 FU2297'THAN THE ROAD, AND A CAP ON THE TOP OF A 1 1/2-INCH IRON PIPE
 FU2297'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  SEC 18, T31S, R25E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0722 ***********************************************************************
 DY0722  DESIGNATION -  192 LACRD
 DY0722  PID         -  DY0722
 DY0722  STATE/COUNTY-  CA/LOS ANGELES
 DY0722  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0722
 DY0722                         *CURRENT SURVEY CONTROL
 DY0722  ___________________________________________________________________
 DY0722* NAD 83(1986)-  33 49 54.     (N)    118 05 39.     (W)     SCALED    
 DY0722* NAVD 88     -        11.45   (+/-2cm)      37.6    (feet)  VERTCON   
 DY0722  ___________________________________________________________________
 DY0722  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0722  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0722
 DY0722.The horizontal coordinates were scaled from a topographic map and have
 DY0722.an estimated accuracy of +/- 6 seconds.
 DY0722
 DY0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0722.The vertical order pertains to the NGVD 29 superseded value.
 DY0722
 DY0722.The geoid height was determined by GEOID03.
 DY0722
 DY0722;                    North         East    Units  Estimated Accuracy
 DY0722;SPC CA 5     -   536,800.    1,991,280.      MT  (+/- 180 meters Scaled)
 DY0722
 DY0722                          SUPERSEDED SURVEY CONTROL
 DY0722
 DY0722  NGVD 29 (??/??/92)   10.712  (m)           35.14   (f) ADJ UNCH    1 2
 DY0722
 DY0722.Superseded values are not recommended for survey control.
 DY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0722.See file dsdata.txt to determine how the superseded data were derived.
 DY0722
 DY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT987440(NAD 83)
 DY0722_MARKER: DD = SURVEY DISK
 DY0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0722_STAMPING: BM 192
 DY0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0722+STABILITY: SURFACE MOTION
 DY0722
 DY0722  HISTORY     - Date     Condition        Report By
 DY0722  HISTORY     - UNK      MONUMENTED       CA-037
 DY0722  HISTORY     - 1946     GOOD             NGS
 DY0722  HISTORY     - 1961     GOOD             NGS
 DY0722  HISTORY     - 20020803 MARK NOT FOUND   INDIV
 DY0722
 DY0722                          STATION DESCRIPTION
 DY0722
 DY0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0722'AT LONG BEACH.
 DY0722'4.7 MILES EAST OF CHERRY AVENUE AT LONG BEACH, 0.3 MILE EAST OF
 DY0722'ALONG CARSON STREET FROM THE JUNCTION OF STUDEBAKER ROAD AND
 DY0722'CARSON STREET, 54.32 FEET SOUTH OF CENTERLINE OF CARSON STREET,
 DY0722'12.0 FEET NORTHWEST OF THE NORTHEAST LEG OF LONG TRANSMISSION
 DY0722'TOWER, 11.7 FEET NORTHEAST OF NORTHWEST LEG OF SAME TOWER, 180.0
 DY0722'FEET WEST OF THE WEST END OF THE BRIDGE OVER THE SAN GABRIEL
 DY0722'RIVER, 15 FEET LOWER THAN THE LEVEL OF THE STREET, 1.3 FEET
 DY0722'EAST OF A WHITE 4 X 4 WOODEN REFERENCE POST STENCILED USBM.  A
 DY0722'LOS ANGELES COUNTY ROAD DEPARTMENT STANDARD DISK, STAMPED BM
 DY0722'192 AND SET IN THE TOP OF A CONCRETE POST.
 DY0722
 DY0722                          STATION RECOVERY (1961)
 DY0722
 DY0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0722'RECOVERED IN GOOD CONDITION.
 DY0722
 DY0722                          STATION RECOVERY (2002)
 DY0722
 DY0722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MB)
 DY0722'STATION DESCRIPTION OF 1946 AND 1961 NO LONGER ACCURATE.  LONG
 DY0722'TRANSMISSION TOWER IS ENCLOSED INSIDE A FENCE WITH A LOCKED GATE OF A
 DY0722'WHOLESALE NURSERY. PROBABLY NOT SAME TRANSMISSION TOWER SITED IN
 DY0722'PREVIOUS DESCRIPTIONS OR ELSE MOVED.  WHITE 4X4 WOODEN REFERENCE POST
 DY0722'NO LONGER EXISTS.  A TWO-WAY BICYCLE PATH IS IN THE IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0415 ***********************************************************************
 KT0415  DESIGNATION -  192 USGS
 KT0415  PID         -  KT0415
 KT0415  STATE/COUNTY-  CA/COLUSA
 KT0415  USGS QUAD   -  MANOR SLOUGH (1973)
 KT0415
 KT0415                         *CURRENT SURVEY CONTROL
 KT0415  ___________________________________________________________________
 KT0415* NAD 83(1986)-  39 07 47.     (N)    122 16 49.     (W)     SCALED    
 KT0415* NAVD 88     -        59.54   (+/-2cm)     195.3    (feet)  VERTCON   
 KT0415  ___________________________________________________________________
 KT0415  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 KT0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0415
 KT0415.The horizontal coordinates were scaled from a topographic map and have
 KT0415.an estimated accuracy of +/- 6 seconds.
 KT0415
 KT0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0415.The vertical order pertains to the NGVD 29 superseded value.
 KT0415
 KT0415.The geoid height was determined by GEOID03.
 KT0415
 KT0415;                    North         East    Units  Estimated Accuracy
 KT0415;SPC CA 2     -   662,450.    1,975,770.      MT  (+/- 180 meters Scaled)
 KT0415
 KT0415                          SUPERSEDED SURVEY CONTROL
 KT0415
 KT0415  NGVD 29 (??/??/92)   58.758  (m)          192.78   (f) ADJ UNCH    1 2
 KT0415
 KT0415.Superseded values are not recommended for survey control.
 KT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0415.See file dsdata.txt to determine how the superseded data were derived.
 KT0415
 KT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ622314(NAD 83)
 KT0415_MARKER: Q = CHISELED SQUARE
 KT0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0415_SP_SET: CULVERT
 KT0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0415
 KT0415  HISTORY     - Date     Condition        Report By
 KT0415  HISTORY     - UNK      MONUMENTED       CGS
 KT0415  HISTORY     - 1967     GOOD             NGS
 KT0415
 KT0415                          STATION DESCRIPTION
 KT0415
 KT0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0415'7.7 MI W FROM WILLIAMS.
 KT0415'7.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0415'WILLIAMS, IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD
 KT0415'WALL OF AN 18-INCH PIPE CULVERT, 23 1/2 FEET SOUTHEAST OF THE
 KT0415'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 KT0415'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4036 ***********************************************************************
 EW4036  DESIGNATION -  192.7 USGS
 EW4036  PID         -  EW4036
 EW4036  STATE/COUNTY-  CA/LOS ANGELES
 EW4036  USGS QUAD   -  TOPANGA (1991)
 EW4036
 EW4036                         *CURRENT SURVEY CONTROL
 EW4036  ___________________________________________________________________
 EW4036* NAD 83(1986)-  34 03 14.     (N)    118 34 53.     (W)     SCALED    
 EW4036* NAVD 88     -        59.52   (+/-2cm)     195.3    (feet)  VERTCON   
 EW4036  ___________________________________________________________________
 EW4036  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EW4036  VERT ORDER  -  THIRD (See Below)
 EW4036
 EW4036.The horizontal coordinates were scaled from a topographic map and have
 EW4036.an estimated accuracy of +/- 6 seconds.
 EW4036
 EW4036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4036.The vertical order pertains to the NGVD 29 superseded value.
 EW4036
 EW4036.The geoid height was determined by GEOID03.
 EW4036
 EW4036;                    North         East    Units  Estimated Accuracy
 EW4036;SPC CA 5     -   561,600.    1,946,320.      MT  (+/- 180 meters Scaled)
 EW4036
 EW4036                          SUPERSEDED SURVEY CONTROL
 EW4036
 EW4036  NGVD 29 (??/??/??)   58.74   (m)          192.7    (f) RESET       3  
 EW4036
 EW4036.Superseded values are not recommended for survey control.
 EW4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4036.See file dsdata.txt to determine how the superseded data were derived.
 EW4036
 EW4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT540692(NAD 83)
 EW4036_MARKER: Q = CHISELED SQUARE
 EW4036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4036_SP_SET: CULVERT
 EW4036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4036
 EW4036  HISTORY     - Date     Condition        Report By
 EW4036  HISTORY     - UNK      MONUMENTED       USGS
 EW4036  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW4036
 EW4036                          STATION DESCRIPTION
 EW4036
 EW4036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4036'0.2 MI S FROM ELKHORN CAMP.
 EW4036'0.2 MILE SOUTH ALONG STATE HIGHWAY 27 (TOPANGA CANYON AVENUE)
 EW4036'FROM ELKHORN CAMP, LOS ANGELES COUNTY, AT HIGHWAY STATION
 EW4036'10-24-40, AT A CONCRETE CULVERT PAINTED 192.7, ON THE TOP OF THE
 EW4036'EAST CONCRETE HEADWALL, AND 15 FEET EAST OF THE CENTERLINE OF THE
 EW4036'HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0438 ***********************************************************************
 DX0438  DESIGNATION -  193
 DX0438  PID         -  DX0438
 DX0438  STATE/COUNTY-  CA/SAN DIEGO
 DX0438  USGS QUAD   -  RODRIGUEZ MTN (1988)
 DX0438
 DX0438                         *CURRENT SURVEY CONTROL
 DX0438  ___________________________________________________________________
 DX0438* NAD 83(1986)-  33 13 42.     (N)    116 58 31.     (W)     SCALED    
 DX0438* NAVD 88     -       465.02   (+/-2cm)    1525.7    (feet)  VERTCON   
 DX0438  ___________________________________________________________________
 DX0438  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DX0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0438
 DX0438.The horizontal coordinates were scaled from a topographic map and have
 DX0438.an estimated accuracy of +/- 6 seconds.
 DX0438
 DX0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0438.The vertical order pertains to the NGVD 29 superseded value.
 DX0438
 DX0438.The geoid height was determined by GEOID03.
 DX0438
 DX0438;                    North         East    Units  Estimated Accuracy
 DX0438;SPC CA 6     -   617,980.    1,932,400.      MT  (+/- 180 meters Scaled)
 DX0438
 DX0438                          SUPERSEDED SURVEY CONTROL
 DX0438
 DX0438  NGVD 29 (??/??/??)  464.317  (m)         1523.35   (f) ADJUSTED    2 0
 DX0438
 DX0438.Superseded values are not recommended for survey control.
 DX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0438.See file dsdata.txt to determine how the superseded data were derived.
 DX0438
 DX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS023766(NAD 83)
 DX0438_MARKER: P = PIPE CAP
 DX0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0438_STAMPING: 193 SD CO RE 636
 DX0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0438
 DX0438  HISTORY     - Date     Condition        Report By
 DX0438  HISTORY     - UNK      MONUMENTED       CAGS
 DX0438  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0438
 DX0438                          STATION DESCRIPTION
 DX0438
 DX0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0438'5.3 MI S FROM RINCON.
 DX0438'5.3 MILES SOUTH ALONG RINCON GRADE FROM THE POST OFFICE AT
 DX0438'RINCON, SAN DIEGO COUNTY, 212 YARDS EAST OF THE JUNCTION OF THE
 DX0438'WOODS VALLEY ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DX0438'AND 21 FEET SOUTHWEST OF POWER POLE 12820.  A STATE SURVEY IRON
 DX0438'CAP, STAMPED 193 SD CO RE 636 AND SCREWED ON THE TOP OF A 2-INCH
 DX0438'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0317 ***********************************************************************
 DY0317  DESIGNATION -  193 C OF LB
 DY0317  PID         -  DY0317
 DY0317  STATE/COUNTY-  CA/LOS ANGELES
 DY0317  USGS QUAD   -  LONG BEACH (1981)
 DY0317
 DY0317                         *CURRENT SURVEY CONTROL
 DY0317  ___________________________________________________________________
 DY0317* NAD 83(1986)-  33 47 10.     (N)    118 11 58.     (W)     SCALED    
 DY0317* NAVD 88     -         3.09   (+/-2cm)      10.1    (feet)  VERTCON   
 DY0317  ___________________________________________________________________
 DY0317  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0317  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0317
 DY0317.The horizontal coordinates were scaled from a topographic map and have
 DY0317.an estimated accuracy of +/- 6 seconds.
 DY0317
 DY0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0317.The vertical order pertains to the NGVD 29 superseded value.
 DY0317
 DY0317.The geoid height was determined by GEOID03.
 DY0317
 DY0317;                    North         East    Units  Estimated Accuracy
 DY0317;SPC CA 5     -   531,760.    1,981,530.      MT  (+/- 180 meters Scaled)
 DY0317
 DY0317                          SUPERSEDED SURVEY CONTROL
 DY0317
 DY0317  NGVD 29 (??/??/92)    2.290  (m)            7.51   (f) ADJ UNCH    1 2
 DY0317
 DY0317.Superseded values are not recommended for survey control.
 DY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0317.See file dsdata.txt to determine how the superseded data were derived.
 DY0317
 DY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT889390(NAD 83)
 DY0317_MARKER: DD = SURVEY DISK
 DY0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0317_STAMPING: LLBM 193
 DY0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0317+STABILITY: SURFACE MOTION
 DY0317
 DY0317  HISTORY     - Date     Condition        Report By
 DY0317  HISTORY     - UNK      MONUMENTED       CA1970
 DY0317  HISTORY     - 1945     GOOD             NGS
 DY0317  HISTORY     - 1961     GOOD             NGS
 DY0317
 DY0317                          STATION DESCRIPTION
 DY0317
 DY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0317'AT LONG BEACH.
 DY0317'AT LONG BEACH, AT THE INTERSECTION OF DAISY AVENUE AND
 DY0317'FIFTEENTH STREET, 13.8 FEET EAST OF THE EAST CURBLINE OF DAISY
 DY0317'AVENUE, 4.0 FEET NORTH OF THE PRODUCED NORTH CURBLINE OF FIFTEENTHS
 DY0317'STREET, 11.3 FEET SOUTH OF THE CENTERLINE OF THE SOUTHWEST
 DY0317'ENTRANCE TO THE NATIONAL BISCUT COMPANY OFFICE BUILDING, 1.3 FEET
 DY0317'LOWER THAN THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 DY0317'THROUGH A 4 INCH PIPE WITH A CAST IRON COVER MARKED LLBM.  A
 DY0317'2-INCH BRASS DISK, STAMPED LB BM 193 AND SET IN THE TOP OF A
 DY0317'CONCRETE POST.
 DY0317
 DY0317                          STATION RECOVERY (1961)
 DY0317
 DY0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0720 ***********************************************************************
 DY0720  DESIGNATION -  193 LACRD
 DY0720  PID         -  DY0720
 DY0720  STATE/COUNTY-  CA/LOS ANGELES
 DY0720  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0720
 DY0720                         *CURRENT SURVEY CONTROL
 DY0720  ___________________________________________________________________
 DY0720* NAD 83(1986)-  33 49 55.     (N)    118 06 28.     (W)     SCALED    
 DY0720* NAVD 88     -        11.61   (+/-2cm)      38.1    (feet)  VERTCON   
 DY0720  ___________________________________________________________________
 DY0720  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DY0720  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0720
 DY0720.The horizontal coordinates were scaled from a topographic map and have
 DY0720.an estimated accuracy of +/- 6 seconds.
 DY0720
 DY0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0720.The vertical order pertains to the NGVD 29 superseded value.
 DY0720
 DY0720.The geoid height was determined by GEOID03.
 DY0720
 DY0720;                    North         East    Units  Estimated Accuracy
 DY0720;SPC CA 5     -   536,830.    1,990,020.      MT  (+/- 180 meters Scaled)
 DY0720
 DY0720                          SUPERSEDED SURVEY CONTROL
 DY0720
 DY0720  NGVD 29 (??/??/92)   10.870  (m)           35.66   (f) ADJ UNCH    1 2
 DY0720
 DY0720.Superseded values are not recommended for survey control.
 DY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0720.See file dsdata.txt to determine how the superseded data were derived.
 DY0720
 DY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT974440(NAD 83)
 DY0720_MARKER: DD = SURVEY DISK
 DY0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0720_STAMPING: BM 193
 DY0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0720+STABILITY: SURFACE MOTION
 DY0720
 DY0720  HISTORY     - Date     Condition        Report By
 DY0720  HISTORY     - UNK      MONUMENTED       CA-037
 DY0720  HISTORY     - 1946     GOOD             NGS
 DY0720  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0720
 DY0720                          STATION DESCRIPTION
 DY0720
 DY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0720'AT LONG BEACH.
 DY0720'3.9 MILES EAST OF CHERRY AVENUE AT LONG BEACH, AT THE NORTHWEST
 DY0720'CORNER OF INTERSECTION OF CARSON STREET AT PALOS VERDES ROAD,
 DY0720'43.63 FEET NORTH OF CENTERLINE OF CARSON STREET, 14.04 FEET
 DY0720'NORTHWEST OF LEAD AND TACK IN THE WEST END OF NORTH HEADWALL
 DY0720'FOR CULVERT UNDER CARSON STREET, 77.21 FEET NORTHWEST OF LEAD
 DY0720'AND TACK IN WEST END OF SOUTH HEADWALL FOR THE CULVERT, 34.2 FEET
 DY0720'WEST OF THE CENTERLINE OF PALOS VERDES ROAD, 6.3 FEET NORTHWEST
 DY0720'OF POWER POLE NO. 222200-E, 2.0 FEET LOWER THAN THE SURFACE
 DY0720'OF CARSON STREET.  A LOS ANGELES COUNTY ROAD DEPARTMENT STANDARD
 DY0720'DISK STAMPED BM 193 AND SET IN THE TOP OF A CONCRETE POST.
 DY0720'NOTE-- CITY MAP SHOWS PALOS VERDES ROAD TO BE PALO VERDE AVENUE.
 DY0720
 DY0720                          STATION RECOVERY (1961)
 DY0720
 DY0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0274 ***********************************************************************
 EU0274  DESIGNATION -  1933
 EU0274  PID         -  EU0274
 EU0274  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0274  USGS QUAD   -  MONUMENTAL PASS (1971)
 EU0274
 EU0274                         *CURRENT SURVEY CONTROL
 EU0274  ___________________________________________________________________
 EU0274* NAD 83(1986)-  34 38 12.     (N)    114 38 10.     (W)     SCALED    
 EU0274* NAVD 88     -       590.06   (+/-2cm)    1935.9    (feet)  VERTCON   
 EU0274  ___________________________________________________________________
 EU0274  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EU0274  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0274
 EU0274.The horizontal coordinates were scaled from a topographic map and have
 EU0274.an estimated accuracy of +/- 6 seconds.
 EU0274
 EU0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0274.The vertical order pertains to the NGVD 29 superseded value.
 EU0274
 EU0274.The geoid height was determined by GEOID03.
 EU0274
 EU0274;                    North         East    Units  Estimated Accuracy
 EU0274;SPC CA 5     -   631,240.    2,308,350.      MT  (+/- 180 meters Scaled)
 EU0274
 EU0274                          SUPERSEDED SURVEY CONTROL
 EU0274
 EU0274  NGVD 29 (??/??/??)  589.356  (m)         1933.58   (f) ADJUSTED    1 2
 EU0274
 EU0274.Superseded values are not recommended for survey control.
 EU0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0274.See file dsdata.txt to determine how the superseded data were derived.
 EU0274
 EU0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU166352(NAD 83)
 EU0274_MARKER: DD = SURVEY DISK
 EU0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0274_STAMPING: 1933.579 1933 Y 1933
 EU0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0274
 EU0274  HISTORY     - Date     Condition        Report By
 EU0274  HISTORY     - 1933     MONUMENTED       CGS
 EU0274  HISTORY     - 1935     GOOD             NGS
 EU0274
 EU0274                          STATION DESCRIPTION
 EU0274
 EU0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EU0274'15.8 MI S FROM NEEDLES.
 EU0274'15.8 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA
 EU0274'AND SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY,
 EU0274'OPPOSITE A LONE LOW DOME-SHAPED HILL EAST OF THE HIGHWAY, 100
 EU0274'FEET NORTHEAST OF THE BEGINNING OF A SLIGHT CURVE TO THE LEFT,
 EU0274'590 FEET NORTHWEST OF THE HIGHWAY, AND 15 FEET NORTHWEST OF THE
 EU0274'OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 EU0274'STAMPED 1933.579 1933 Y 1933 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 EU0274'IRON PIPE SET IN CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0212 ***********************************************************************
 GS0212  DESIGNATION -  1938
 GS0212  PID         -  GS0212
 GS0212  STATE/COUNTY-  CA/INYO
 GS0212  USGS QUAD   -  RYAN (1988)
 GS0212
 GS0212                         *CURRENT SURVEY CONTROL
 GS0212  ___________________________________________________________________
 GS0212* NAD 83(1986)-  36 21 49.     (N)    116 42 50.     (W)     SCALED    
 GS0212* NAVD 88     -       591.347  (meters)    1940.11   (feet)  ADJUSTED  
 GS0212  ___________________________________________________________________
 GS0212  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 GS0212  DYNAMIC HT  -         590.770 (meters)    1938.22  (feet)  COMP
 GS0212  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 GS0212
 GS0212  VERT ORDER  -  FIRST     CLASS II
 GS0212
 GS0212.The horizontal coordinates were scaled from a topographic map and have
 GS0212.an estimated accuracy of +/- 6 seconds.
 GS0212
 GS0212.The orthometric height was determined by differential leveling
 GS0212.and adjusted in June 1991.
 GS0212
 GS0212.The geoid height was determined by GEOID03.
 GS0212
 GS0212.The dynamic height is computed by dividing the NAVD 88
 GS0212.geopotential number by the normal gravity value computed on the
 GS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0212.degrees latitude (g = 980.6199 gals.).
 GS0212
 GS0212.The modeled gravity was interpolated from observed gravity values.
 GS0212
 GS0212;                    North         East    Units  Estimated Accuracy
 GS0212;SPC CA 4     -   616,760.    2,205,140.      MT  (+/- 180 meters Scaled)
 GS0212
 GS0212                          SUPERSEDED SURVEY CONTROL
 GS0212
 GS0212  NGVD 29 (??/??/??)  590.579  (m)         1937.59   (f) ADJUSTED    1 2
 GS0212
 GS0212.Superseded values are not recommended for survey control.
 GS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0212.See file dsdata.txt to determine how the superseded data were derived.
 GS0212
 GS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA256243(NAD 83)
 GS0212_MARKER: P = PIPE CAP
 GS0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0212_STAMPING: 1938 B 145 1907
 GS0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0212+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2006
 GS0212
 GS0212  HISTORY     - Date     Condition        Report By
 GS0212  HISTORY     - 1907     MONUMENTED       USGS
 GS0212  HISTORY     - 1943     GOOD             NGS
 GS0212  HISTORY     - 20040921 GOOD             CADT
 GS0212  HISTORY     - 20061125 GOOD             GEOCAC
 GS0212
 GS0212                          STATION DESCRIPTION
 GS0212
 GS0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GS0212'10 MI SE FROM FURNACE CREEK INN.
 GS0212'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 190, 0.30 MILE WEST OF
 GS0212'A CHECKING STATION.  240 FEET NORTHEAST OF CENTER LINE OF
 GS0212'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GS0212'1938 B 145 1907 AND RIVETED ON THE TOP OF AN IRON PIPE ENCASED
 GS0212'WITH CONCRETE.
 GS0212
 GS0212                          STATION RECOVERY (2004)
 GS0212
 GS0212'RECOVERY NOTE BY CALTRANS 2004 (BLJ)
 GS0212'BENCH MARK IS LOCATED AT POST MILE 122.19, 236 FEET NORTH OF CENTER
 GS0212'LINE OF HIGHWAY WITH METAL WITNESS POST 7 FEET EAST.
 GS0212
 GS0212                          STATION RECOVERY (2006)
 GS0212
 GS0212'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 GS0212'RECOVERD IN GOOD CONDITION.  THE CONCRETE CASING OF THE PIPE HAS
 GS0212'CRACKED AND A FULL 1/4 OF IT HAS SEPARATED, BUT IS STILL LOCATED AT
 GS0212'THE STATION. THE MARK IS STILL STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5201 ***********************************************************************
 HS5201  DESIGNATION -  1940
 HS5201  PID         -  HS5201
 HS5201  STATE/COUNTY-  CA/SANTA CRUZ
 HS5201  USGS QUAD   -  LAUREL (1994)
 HS5201
 HS5201                         *CURRENT SURVEY CONTROL
 HS5201  ___________________________________________________________________
 HS5201* NAD 83(1986)-  37 05 01.     (N)    121 57 01.     (W)     SCALED    
 HS5201* NAVD 88     -       254.813  (meters)     836.00   (feet)  ADJUSTED  
 HS5201  ___________________________________________________________________
 HS5201  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS5201  DYNAMIC HT  -         254.616 (meters)     835.35  (feet)  COMP
 HS5201  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 HS5201
 HS5201  VERT ORDER  -  FIRST     CLASS II
 HS5201
 HS5201.The horizontal coordinates were scaled from a topographic map and have
 HS5201.an estimated accuracy of +/- 6 seconds.
 HS5201
 HS5201.The orthometric height was determined by differential leveling
 HS5201.and adjusted in February 1993.
 HS5201
 HS5201.The geoid height was determined by GEOID03.
 HS5201
 HS5201.The dynamic height is computed by dividing the NAVD 88
 HS5201.geopotential number by the normal gravity value computed on the
 HS5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5201.degrees latitude (g = 980.6199 gals.).
 HS5201
 HS5201.The modeled gravity was interpolated from observed gravity values.
 HS5201
 HS5201;                    North         East    Units  Estimated Accuracy
 HS5201;SPC CA 3     -   565,770.    1,871,060.      MT  (+/- 180 meters Scaled)
 HS5201
 HS5201                          SUPERSEDED SURVEY CONTROL
 HS5201
 HS5201  NAVD 88 (02/04/93)  254.801  (m)          835.96   (f) UNKNOWN     1 2
 HS5201  NGVD 29 (10/21/93)  253.965  (m)          833.22   (f) ADJUSTED    1 2
 HS5201
 HS5201.Superseded values are not recommended for survey control.
 HS5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5201.See file dsdata.txt to determine how the superseded data were derived.
 HS5201
 HS5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG932046(NAD 83)
 HS5201_MARKER: Z = SEE DESCRIPTION
 HS5201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5201_SP_SET: HEADWALL
 HS5201_MARK LOGO: NONE  
 HS5201_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5201+STABILITY: SURFACE MOTION
 HS5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5201+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 HS5201
 HS5201  HISTORY     - Date     Condition        Report By
 HS5201  HISTORY     - UNK      MONUMENTED       RBNF
 HS5201  HISTORY     - 19900228 GOOD             NGS
 HS5201  HISTORY     - 19921102 GOOD             NGS
 HS5201
 HS5201                          STATION DESCRIPTION
 HS5201
 HS5201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5201'12.1 KM (7.52 MI) NORTHERLY ALONG SOQUEL-SAN JOSE ROAD FROM ITS
 HS5201'JUNCTION WITH SOQUEL DRIVE IN SOQUEL, IN TOP OF AND 0.25 M (0.82 FT)
 HS5201'NORTH OF THE SOUTH END OF THE WEST STONE HEADWALL OF A CULVERT, 4.5 M
 HS5201'(14.76 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 0.2 M (0.66 FT)
 HS5201'ABOVE THE LEVEL OF THE ROAD.  NOTE--THE DATUM POINT IS THE HIGH POINT
 HS5201'OF THE 0 IN 1940.
 HS5201
 HS5201                          STATION RECOVERY (1992)
 HS5201
 HS5201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HS5201'12.6 KM (7.80 MI) NORTHERLY ALONG SOQUEL-SAN JOSE ROAD FROM THE
 HS5201'JUNCTION OF STATE HIGHWAY 1 IN SOQUEL, IN TOP OF AND 0.25 M (0.82 FT)
 HS5201'NORTH OF THE SOUTH END OF THE WEST STONE HEADWALL OF CULVERT NUMBER
 HS5201'7.49, 4.5 M (14.8 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 0.2 M
 HS5201'(0.7 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE LETTERS WPA 1940 ARE
 HS5201'INSCRIBED IN THE NORTHEAST CORNER OF THE HEADWALL.  THE DATUM POINT
 HS5201'IS THE HIGH POINT OF THE 0 IN 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2309 ***********************************************************************
 FU2309  DESIGNATION -  195 DWR
 FU2309  PID         -  FU2309
 FU2309  STATE/COUNTY-  CA/KERN
 FU2309  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2309
 FU2309                         *CURRENT SURVEY CONTROL
 FU2309  ___________________________________________________________________
 FU2309* NAD 83(1986)-  35 13 27.     (N)    119 22 32.     (W)     SCALED    
 FU2309* NAVD 88     -       110.26   (+/-2cm)     361.7    (feet)  VERTCON   
 FU2309  ___________________________________________________________________
 FU2309  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 FU2309  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2309
 FU2309.The horizontal coordinates were scaled from a topographic map and have
 FU2309.an estimated accuracy of +/- 6 seconds.
 FU2309
 FU2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2309.The vertical order pertains to the NGVD 29 superseded value.
 FU2309
 FU2309.The geoid height was determined by GEOID03.
 FU2309
 FU2309;                    North         East    Units  Estimated Accuracy
 FU2309;SPC CA 5     -   692,110.    1,874,780.      MT  (+/- 180 meters Scaled)
 FU2309
 FU2309                          SUPERSEDED SURVEY CONTROL
 FU2309
 FU2309  NGVD 29 (??/??/92)  109.480  (m)          359.19   (f) ADJ UNCH    1 1
 FU2309
 FU2309.Superseded values are not recommended for survey control.
 FU2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2309.See file dsdata.txt to determine how the superseded data were derived.
 FU2309
 FU2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV837004(NAD 83)
 FU2309_MARKER: Z = SEE DESCRIPTION
 FU2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2309_STAMPING: T31S R24E 15-14 23-22 REPLACED OCTOBER 5 1956
 FU2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2309+STABILITY: SURFACE MOTION
 FU2309
 FU2309  HISTORY     - Date     Condition        Report By
 FU2309  HISTORY     - 1956     MONUMENTED       CADWR
 FU2309  HISTORY     - 1964     GOOD             NGS
 FU2309  HISTORY     - 1966     GOOD             NGS
 FU2309
 FU2309                          STATION DESCRIPTION
 FU2309
 FU2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2309'7.8 MI NE FROM FORD CITY.
 FU2309'0.1 MILE EAST ALONG DATE STREET FROM JEFFERSON SCHOOL AT FORD
 FU2309'CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE
 FU2309'6.7 MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE 0.25 MILE
 FU2309'SOUTH ALONG A TRACK ROAD, 0.15 MILE SOUTH OF PACIFIC GAS AND
 FU2309'ELECTRIC SUBSTATION ELK HILLS, 32 FEET WEST OF THE CENTER LINE
 FU2309'OF THE ROAD, 16 1/2 FEET EAST OF THE SECOND POWER POLE SOUTH
 FU2309'OF THE SUBSTATION, 2.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 FU2309'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FU2309'0.1 FOOT.
 FU2309
 FU2309                          STATION RECOVERY (1966)
 FU2309
 FU2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2150 ***********************************************************************
 EV2150  DESIGNATION -  196
 EV2150  PID         -  EV2150
 EV2150  STATE/COUNTY-  CA/LOS ANGELES
 EV2150  USGS QUAD   -  LITTLEROCK (1992)
 EV2150
 EV2150                         *CURRENT SURVEY CONTROL
 EV2150  ___________________________________________________________________
 EV2150* NAD 83(1986)-  34 31 15.     (N)    117 55 23.     (W)     SCALED    
 EV2150* NAVD 88     -       894.07   (+/-2cm)    2933.3    (feet)  VERTCON   
 EV2150  ___________________________________________________________________
 EV2150  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2150  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2150
 EV2150.The horizontal coordinates were scaled from a topographic map and have
 EV2150.an estimated accuracy of +/- 6 seconds.
 EV2150
 EV2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2150.The vertical order pertains to the NGVD 29 superseded value.
 EV2150
 EV2150.The geoid height was determined by GEOID03.
 EV2150
 EV2150;                    North         East    Units  Estimated Accuracy
 EV2150;SPC CA 5     -   613,240.    2,007,060.      MT  (+/- 180 meters Scaled)
 EV2150
 EV2150                          SUPERSEDED SURVEY CONTROL
 EV2150
 EV2150  NGVD 29 (??/??/92)  893.18   (m)         2930.4    (f) COMPUTED    1 1
 EV2150
 EV2150.Superseded values are not recommended for survey control.
 EV2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2150.See file dsdata.txt to determine how the superseded data were derived.
 EV2150
 EV2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2150_MARKER: DD = SURVEY DISK
 EV2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2150_STAMPING: 196-BM
 EV2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2150+STABILITY: SURFACE MOTION
 EV2150
 EV2150  HISTORY     - Date     Condition        Report By
 EV2150  HISTORY     - UNK      MONUMENTED       CA-037
 EV2150  HISTORY     - 1968     GOOD             NGS
 EV2150
 EV2150                          STATION DESCRIPTION
 EV2150
 EV2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2150'3.3 MI E FROM LITTLE ROCK.
 EV2150'AVE U-8 AND 116TH ST E, 34.0 FT N AND 32.0 FT W OF THE CENTER
 EV2150'LINE INTERSECTION 5.5 FT N OF POWER POLE NO. 1062441E.  SET IN
 EV2150'THE TOP OF A CONCRETE POST ABOUT 7 IN BELOW THE GROUND SURFACE.
 EV2150'A 2 IN MARKER PIPE IS 3.0 FT TO THE N.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3206 ***********************************************************************
 EV3206  DESIGNATION -  196
 EV3206  PID         -  EV3206
 EV3206  STATE/COUNTY-  CA/LOS ANGELES
 EV3206  USGS QUAD   -  MESCAL CREEK (1995)
 EV3206
 EV3206                         *CURRENT SURVEY CONTROL
 EV3206  ___________________________________________________________________
 EV3206* NAD 83(1986)-  34 29 58.     (N)    117 42 47.     (W)     SCALED    
 EV3206* NAVD 88     -      1032.53   (+/-2cm)    3387.6    (feet)  VERTCON   
 EV3206  ___________________________________________________________________
 EV3206  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV3206  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3206
 EV3206.The horizontal coordinates were scaled from a topographic map and have
 EV3206.an estimated accuracy of +/- 6 seconds.
 EV3206
 EV3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3206.The vertical order pertains to the NGVD 29 superseded value.
 EV3206
 EV3206.The geoid height was determined by GEOID03.
 EV3206
 EV3206;                    North         East    Units  Estimated Accuracy
 EV3206;SPC CA 5     -   610,900.    2,026,350.      MT  (+/- 180 meters Scaled)
 EV3206
 EV3206                          SUPERSEDED SURVEY CONTROL
 EV3206
 EV3206  NGVD 29 (??/??/92) 1031.61   (m)         3384.5    (f) COMPUTED    1 1
 EV3206
 EV3206.Superseded values are not recommended for survey control.
 EV3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3206.See file dsdata.txt to determine how the superseded data were derived.
 EV3206
 EV3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU345177(NAD 83)
 EV3206_MARKER: DD = SURVEY DISK
 EV3206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3206_SP_SET: WELL
 EV3206_STAMPING: BM 169
 EV3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3206
 EV3206  HISTORY     - Date     Condition        Report By
 EV3206  HISTORY     - UNK      MONUMENTED       CA-037
 EV3206  HISTORY     - 1973     GOOD             CA-037
 EV3206
 EV3206                          STATION DESCRIPTION
 EV3206
 EV3206'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EV3206'6.1 MI E FROM LLANO.
 EV3206'PEARBLOSSOM HIGHWAY AND 233RD STREET EAST, 221.0 FEET NORTH AND 22.0
 EV3206'FEET WEST OF THE CENTER LINE INTERSECTION, 4.5 FEET WEST OF POWER POLE
 EV3206'NO.777984E.  SET IN CONCRETE ABOUT 7 INCHES BELOW THE GROUND SURFACE,
 EV3206'IN A WELL, PROTECTED BY A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0349 ***********************************************************************
 DY0349  DESIGNATION -  196 C OF LB
 DY0349  PID         -  DY0349
 DY0349  STATE/COUNTY-  CA/LOS ANGELES
 DY0349  USGS QUAD   -  LONG BEACH (1981)
 DY0349
 DY0349                         *CURRENT SURVEY CONTROL
 DY0349  ___________________________________________________________________
 DY0349* NAD 83(1986)-  33 47 11.     (N)    118 10 03.     (W)     SCALED    
 DY0349* NAVD 88     -         7.93   (+/-2cm)      26.0    (feet)  VERTCON   
 DY0349  ___________________________________________________________________
 DY0349  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0349
 DY0349.The horizontal coordinates were scaled from a topographic map and have
 DY0349.an estimated accuracy of +/- 6 seconds.
 DY0349
 DY0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0349.The vertical order pertains to the NGVD 29 superseded value.
 DY0349
 DY0349.The geoid height was determined by GEOID03.
 DY0349
 DY0349;                    North         East    Units  Estimated Accuracy
 DY0349;SPC CA 5     -   531,780.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0349
 DY0349                          SUPERSEDED SURVEY CONTROL
 DY0349
 DY0349  NGVD 29 (??/??/92)    7.148  (m)           23.45   (f) ADJ UNCH    1 2
 DY0349
 DY0349.Superseded values are not recommended for survey control.
 DY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0349.See file dsdata.txt to determine how the superseded data were derived.
 DY0349
 DY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919390(NAD 83)
 DY0349_MARKER: DD = SURVEY DISK
 DY0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0349_STAMPING: LB BM NO 196
 DY0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0349+STABILITY: SURFACE MOTION
 DY0349
 DY0349  HISTORY     - Date     Condition        Report By
 DY0349  HISTORY     - UNK      MONUMENTED       CA1970
 DY0349  HISTORY     - 1958     GOOD             NGS
 DY0349  HISTORY     - 1965     GOOD             NGS
 DY0349
 DY0349                          STATION DESCRIPTION
 DY0349
 DY0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DY0349'AT LONG BEACH.
 DY0349'AT LONG BEACH, LOS ANGELES COUNTY, AT THE SOUTHEAST CORNER OF
 DY0349'THE INTERSECTION OF CHERRY AVENUE AND FIFTEENTH STREET, 8.6 FEET
 DY0349'EAST OF THE PROPERTY LINE, AND 5.1 FEET SOUTH OF THE CURB.  A
 DY0349'CITY OF LONG BEACH STANDARD DISK, STAMPED LB BM NO 196 AND
 DY0349'SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND,
 DY0349'ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE WITH A COVER
 DY0349'MARKED LB BM.
 DY0349
 DY0349                          STATION RECOVERY (1965)
 DY0349
 DY0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0916 ***********************************************************************
 DY0916  DESIGNATION -  196 USE
 DY0916  PID         -  DY0916
 DY0916  STATE/COUNTY-  CA/ORANGE
 DY0916  USGS QUAD   -  SEAL BEACH (1981)
 DY0916
 DY0916                         *CURRENT SURVEY CONTROL
 DY0916  ___________________________________________________________________
 DY0916* NAD 83(1986)-  33 44 02.     (N)    118 05 38.     (W)     SCALED    
 DY0916* NAVD 88     -         3.68   (+/-2cm)      12.1    (feet)  VERTCON   
 DY0916  ___________________________________________________________________
 DY0916  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY0916  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0916
 DY0916.The horizontal coordinates were scaled from a topographic map and have
 DY0916.an estimated accuracy of +/- 6 seconds.
 DY0916
 DY0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0916.The vertical order pertains to the NGVD 29 superseded value.
 DY0916
 DY0916.The geoid height was determined by GEOID03.
 DY0916
 DY0916;                    North         East    Units  Estimated Accuracy
 DY0916;SPC CA 6     -   675,320.    1,829,140.      MT  (+/- 180 meters Scaled)
 DY0916
 DY0916                          SUPERSEDED SURVEY CONTROL
 DY0916
 DY0916  NGVD 29 (??/??/92)    2.953  (m)            9.69   (f) ADJ UNCH    1 2
 DY0916
 DY0916.Superseded values are not recommended for survey control.
 DY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0916.See file dsdata.txt to determine how the superseded data were derived.
 DY0916
 DY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT986331(NAD 83)
 DY0916_MARKER: P = PIPE CAP
 DY0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0916_SP_SET: CONCRETE
 DY0916_STAMPING: 196 USCE
 DY0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0916
 DY0916  HISTORY     - Date     Condition        Report By
 DY0916  HISTORY     - UNK      MONUMENTED       DOD
 DY0916  HISTORY     - 1965     GOOD             NGS
 DY0916  HISTORY     - 1968     GOOD             NGS
 DY0916
 DY0916                          STATION DESCRIPTION
 DY0916
 DY0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0916'1.2 MI NW FROM SUNSET BEACH.
 DY0916'0.7 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY FROM THE WATER
 DY0916'TANK AT SUNSET BEACH TO AN ABANDONED BRIDGE ACROSS ANAHEIM BAY,
 DY0916'THENCE 0.5 MILE NORTHWEST ALONG THE TOP OF A JETTY, 68 FEET EAST
 DY0916'OF THE WEST END OF THE JETTY, 54 FEET NORTH OF THE SOUTH EDGE
 DY0916'OF THE JETTY, 27 FEET SOUTH OF THE NORTH EDGE OF THE JETTY, A
 DY0916'BRASS CAP SCREWED TO THE TOP OF A 2-INCH IRON PIPE WHICH IS SET
 DY0916'IN THE TOP OF A 12-INCH BY 20-INCH BLOCK OF CONCRETE.
 DY0916'NOTE-- THE DISK IS SET IN A SLOPING POSITION.  THE ROD WAS HELD
 DY0916'ON THE EDGE OF 196.
 DY0916
 DY0916                          STATION RECOVERY (1968)
 DY0916
 DY0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DY0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1984 ***********************************************************************
 FU1984  DESIGNATION -  197 DWR
 FU1984  PID         -  FU1984
 FU1984  STATE/COUNTY-  CA/KERN
 FU1984  USGS QUAD   -  TAFT (1973)
 FU1984
 FU1984                         *CURRENT SURVEY CONTROL
 FU1984  ___________________________________________________________________
 FU1984* NAD 83(1986)-  35 11 44.     (N)    119 22 34.     (W)     SCALED    
 FU1984* NAVD 88     -        99.41   (+/-2cm)     326.1    (feet)  VERTCON   
 FU1984  ___________________________________________________________________
 FU1984  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 FU1984  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1984
 FU1984.The horizontal coordinates were scaled from a topographic map and have
 FU1984.an estimated accuracy of +/- 6 seconds.
 FU1984
 FU1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1984.The vertical order pertains to the NGVD 29 superseded value.
 FU1984
 FU1984.The geoid height was determined by GEOID03.
 FU1984
 FU1984;                    North         East    Units  Estimated Accuracy
 FU1984;SPC CA 5     -   688,940.    1,874,690.      MT  (+/- 180 meters Scaled)
 FU1984
 FU1984                          SUPERSEDED SURVEY CONTROL
 FU1984
 FU1984  NGVD 29 (??/??/92)   98.641  (m)          323.62   (f) ADJ UNCH    1 1
 FU1984
 FU1984.Superseded values are not recommended for survey control.
 FU1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1984.See file dsdata.txt to determine how the superseded data were derived.
 FU1984
 FU1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU836973(NAD 83)
 FU1984_MARKER: P = PIPE CAP
 FU1984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1984_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1984_STAMPING: 27263534 T31S R24E MDM LGB MACD
 FU1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1984
 FU1984  HISTORY     - Date     Condition        Report By
 FU1984  HISTORY     - UNK      MONUMENTED       CADWR
 FU1984  HISTORY     - 1964     GOOD             NGS
 FU1984  HISTORY     - 1966     GOOD             NGS
 FU1984
 FU1984                          STATION DESCRIPTION
 FU1984
 FU1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1984'9.8 MI NE FROM FORD CITY.
 FU1984'0.1 MILE EAST ALONG DATE STREET FROM JEFFERSON SCHOOL AT FORD
 FU1984'CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE 6.7
 FU1984'MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE 2.3 MILES SOUTH
 FU1984'ALONG A TRACK ROAD AND POWER LINE, 37 FEET WEST OF THE CENTER LINE
 FU1984'OF THE ROAD, 16 1/2 FEET EAST-SOUTHEAST OF A POWER POLE, 0.4 FOOT
 FU1984'WEST OF A WITNESS POST, 1/2 FOOT LOWER THAN THE ROAD, A CAP ON
 FU1984'THE TOP OF A 3 1/2-INCH PIPE PROJECTING 0.5 FOOT.
 FU1984
 FU1984                          STATION RECOVERY (1966)
 FU1984
 FU1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0709 ***********************************************************************
 DY0709  DESIGNATION -  197 LACRD
 DY0709  PID         -  DY0709
 DY0709  STATE/COUNTY-  CA/LOS ANGELES
 DY0709  USGS QUAD   -  LONG BEACH (1981)
 DY0709
 DY0709                         *CURRENT SURVEY CONTROL
 DY0709  ___________________________________________________________________
 DY0709* NAD 83(1986)-  33 49 57.     (N)    118 08 32.     (W)     SCALED    
 DY0709* NAVD 88     -        14.58   (+/-2cm)      47.8    (feet)  VERTCON   
 DY0709  ___________________________________________________________________
 DY0709  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY0709  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0709
 DY0709.The horizontal coordinates were scaled from a topographic map and have
 DY0709.an estimated accuracy of +/- 6 seconds.
 DY0709
 DY0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0709.The vertical order pertains to the NGVD 29 superseded value.
 DY0709
 DY0709.The geoid height was determined by GEOID03.
 DY0709
 DY0709;                    North         East    Units  Estimated Accuracy
 DY0709;SPC CA 5     -   536,890.    1,986,830.      MT  (+/- 180 meters Scaled)
 DY0709
 DY0709                          SUPERSEDED SURVEY CONTROL
 DY0709
 DY0709  NGVD 29 (??/??/92)   13.832  (m)           45.38   (f) ADJ UNCH    1 2
 DY0709
 DY0709.Superseded values are not recommended for survey control.
 DY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0709.See file dsdata.txt to determine how the superseded data were derived.
 DY0709
 DY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943441(NAD 83)
 DY0709_MARKER: DD = SURVEY DISK
 DY0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0709_STAMPING: BM 197
 DY0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0709+STABILITY: SURFACE MOTION
 DY0709
 DY0709  HISTORY     - Date     Condition        Report By
 DY0709  HISTORY     - UNK      MONUMENTED       CA-037
 DY0709  HISTORY     - 1946     GOOD             NGS
 DY0709  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0709  HISTORY     - 20080301 MARK NOT FOUND   GEOCAC
 DY0709
 DY0709                          STATION DESCRIPTION
 DY0709
 DY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0709'AT LONG BEACH.
 DY0709'AT LONG BEACH, AT THE SOUTHEAST CORNER OF CROSSING OF CARSON
 DY0709'STREET AND LAKEWOOD BOULEVARD, 41.51 FEET SOUTH OF CENTERLINE
 DY0709'OF CARSON STREET, 79.53 FEET EAST OF THE CENTERLINE OF LAKEWOOD
 DY0709'BOULEVARD, 7.1 FEET EAST OF POWER POLE NO. 486553-E, AND 1.0
 DY0709'FOOT LOWER THAN THE GROUND LEVEL, 1.5 FEET HIGHER THAN THE
 DY0709'STREET LEVEL.  A LOS ANGELES COUNTY ROAD DEPARTMENT STANDARD
 DY0709'DISK, STAMPED BM 197 AND SET IN THE TOP OF A CONCRETE POST.
 DY0709'1.5 MILES EAST OF CHERRY AVENUE.
 DY0709
 DY0709                          STATION RECOVERY (1964)
 DY0709
 DY0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0709'MARK NOT FOUND.
 DY0709
 DY0709                          STATION RECOVERY (2008)
 DY0709
 DY0709'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0709'THIS INTERSECTION HAS CHANGED CONSIDERABLY SINCE THE MARK WAS LAST
 DY0709'RECOVERED.  THIS STREET HAS OBVIOUSLY BEEN WIDENED AND MODIFIED OVER
 DY0709'THE YEARS.  THERE IS ALSO CURRENT CONSTRUCTION ON THE SW CORNER.  THIS
 DY0709'MARK IS OBVIOUSLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1464 ***********************************************************************
 EW1464  DESIGNATION -  197.048 C OF LA
 EW1464  PID         -  EW1464
 EW1464  STATE/COUNTY-  CA/LOS ANGELES
 EW1464  USGS QUAD   -  HOLLYWOOD (1994)
 EW1464
 EW1464                         *CURRENT SURVEY CONTROL
 EW1464  ___________________________________________________________________
 EW1464* NAD 83(1986)-  34 03 43.     (N)    118 20 32.     (W)     SCALED    
 EW1464* NAVD 88     -        60.81   (+/-2cm)     199.5    (feet)  VERTCON   
 EW1464  ___________________________________________________________________
 EW1464  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW1464  VERT ORDER  -  THIRD (See Below)
 EW1464
 EW1464.The horizontal coordinates were scaled from a topographic map and have
 EW1464.an estimated accuracy of +/- 6 seconds.
 EW1464
 EW1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1464.The vertical order pertains to the NGVD 29 superseded value.
 EW1464
 EW1464.The geoid height was determined by GEOID03.
 EW1464
 EW1464;                    North         East    Units  Estimated Accuracy
 EW1464;SPC CA 5     -   562,390.    1,968,410.      MT  (+/- 180 meters Scaled)
 EW1464
 EW1464                          SUPERSEDED SURVEY CONTROL
 EW1464
 EW1464  NGVD 29 (??/??/??)   60.05   (m)          197.0    (f) RESET       3  
 EW1464
 EW1464.Superseded values are not recommended for survey control.
 EW1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1464.See file dsdata.txt to determine how the superseded data were derived.
 EW1464
 EW1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761698(NAD 83)
 EW1464_MARKER: S = SPIKE
 EW1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1464_SP_SET: CURB
 EW1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1464
 EW1464  HISTORY     - Date     Condition        Report By
 EW1464  HISTORY     - UNK      MONUMENTED       CA1980
 EW1464  HISTORY     - 1945     GOOD             NGS
 EW1464  HISTORY     - 1964     GOOD             NGS
 EW1464
 EW1464                          STATION DESCRIPTION
 EW1464
 EW1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1464'AT LOS ANGELES.
 EW1464'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1464'ORANGE DRIVE.  LOCATED IN EAST CURB OF ORANGE DRIVE, 28.3 FEET
 EW1464'NORTH OF PROJECTED CURBLINE OF NORTH CURB OF WILSHIRE BOULEVARD,
 EW1464'AND IN THE SOUTH END OF A CATCH BASIN.  SPIKE PROJECTS 1/8 INCH
 EW1464'ABOVE CURB LEVEL.  A CUT SPIKE SET IN CONCRETE.
 EW1464
 EW1464                          STATION RECOVERY (1964)
 EW1464
 EW1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6980 ***********************************************************************
 EW6980  DESIGNATION -  1974 LA CO
 EW6980  PID         -  EW6980
 EW6980  STATE/COUNTY-  CA/LOS ANGELES
 EW6980  USGS QUAD   -  PALMDALE (1974)
 EW6980
 EW6980                         *CURRENT SURVEY CONTROL
 EW6980  ___________________________________________________________________
 EW6980* NAD 83(1986)-  34 31 42.     (N)    118 04 04.     (W)     SCALED    
 EW6980* NAVD 88     -       931.423  (meters)    3055.84   (feet)  READJUSTED
 EW6980  ___________________________________________________________________
 EW6980  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW6980  DYNAMIC HT  -         930.320 (meters)    3052.22  (feet)  COMP
 EW6980  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 EW6980  OBS GRAVITY -     979,417.2   (mgal)                       GRAV_OBS
 EW6980
 EW6980  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6980
 EW6980.The horizontal coordinates were scaled from a topographic map and have
 EW6980.an estimated accuracy of +/- 6 seconds.
 EW6980
 EW6980.The orthometric height was determined by differential leveling
 EW6980.and adjusted in February 1993.
 EW6980.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6980.distribution rate of 0.0 thru 1.0 mm/km.
 EW6980.The height was derived from older observations constrained to new
 EW6980.heights in a crustal motion area.  The height is approximate in
 EW6980.relation to other heights in its vicinity.
 EW6980
 EW6980.The geoid height was determined by GEOID03.
 EW6980
 EW6980.The dynamic height is computed by dividing the NAVD 88
 EW6980.geopotential number by the normal gravity value computed on the
 EW6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6980.degrees latitude (g = 980.6199 gals.).
 EW6980
 EW6980.The modeled gravity was interpolated from observed gravity values.
 EW6980.The observed gravity was obtained from relative gravimeter ties
 EW6980.to the IGSN71 gravity network.
 EW6980
 EW6980;                    North         East    Units  Estimated Accuracy
 EW6980;SPC CA 5     -   614,070.    1,993,780.      MT  (+/- 180 meters Scaled)
 EW6980
 EW6980                          SUPERSEDED SURVEY CONTROL
 EW6980
 EW6980  NGVD 29 (??/??/92)  930.539  (m)         3052.94   (f) ADJ UNCH    1 1
 EW6980
 EW6980.Superseded values are not recommended for survey control.
 EW6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6980.See file dsdata.txt to determine how the superseded data were derived.
 EW6980
 EW6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU020212(NAD 83)
 EW6980_MARKER: DB = BENCH MARK DISK
 EW6980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6980_SP_SET: CONCRETE POST
 EW6980_STAMPING: BM 1974
 EW6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6980+STABILITY: SURFACE MOTION
 EW6980
 EW6980  HISTORY     - Date     Condition        Report By
 EW6980  HISTORY     - 1974     MONUMENTED       CA-037
 EW6980  HISTORY     - 1977     GOOD             NGS
 EW6980
 EW6980                          STATION DESCRIPTION
 EW6980
 EW6980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6980'4.55 MI NE FROM VINCENT.
 EW6980'2.0 MILES NORTHEAST ALONG SIERRA HIGHWAY FROM THE T-JUNCTION OF
 EW6980'ANGELES FOREST HIGHWAY AT VINCENT, THENCE 1.45 MILES NORTHEAST
 EW6980'ALONG PEARBLOSSOM HIGHWAY, THENCE 1.1 MILES SOUTHEAST ALONG BARREL
 EW6980'SPRINGS ROAD, LOCATED AT THE EAST END OF CUT BANK, 42 FT. NORTH
 EW6980'OF CENTER LINE OF ROAD, 35 FT. WEST OF NORTH END OF A 18-INCH
 EW6980'CORRUGATED METAL PIPE CULVERT, ACCESS TO WHICH IS HAD THROUGH A
 EW6980'8-INCH STEEL COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2005 ***********************************************************************
 FU2005  DESIGNATION -  198 DWR
 FU2005  PID         -  FU2005
 FU2005  STATE/COUNTY-  CA/KERN
 FU2005  USGS QUAD   -  TAFT (1973)
 FU2005
 FU2005                         *CURRENT SURVEY CONTROL
 FU2005  ___________________________________________________________________
 FU2005* NAD 83(1986)-  35 10 53.     (N)    119 22 35.     (W)     SCALED    
 FU2005* NAVD 88     -       123.69   (+/-2cm)     405.8    (feet)  VERTCON   
 FU2005  ___________________________________________________________________
 FU2005  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FU2005  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2005
 FU2005.The horizontal coordinates were scaled from a topographic map and have
 FU2005.an estimated accuracy of +/- 6 seconds.
 FU2005
 FU2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2005.The vertical order pertains to the NGVD 29 superseded value.
 FU2005
 FU2005.The geoid height was determined by GEOID03.
 FU2005
 FU2005;                    North         East    Units  Estimated Accuracy
 FU2005;SPC CA 5     -   687,370.    1,874,640.      MT  (+/- 180 meters Scaled)
 FU2005
 FU2005                          SUPERSEDED SURVEY CONTROL
 FU2005
 FU2005  NGVD 29 (??/??/92)  122.919  (m)          403.28   (f) ADJ UNCH    1 1
 FU2005
 FU2005.Superseded values are not recommended for survey control.
 FU2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2005.See file dsdata.txt to determine how the superseded data were derived.
 FU2005
 FU2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU836957(NAD 83)
 FU2005_MARKER: P = PIPE CAP
 FU2005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2005_STAMPING: 34 35 2 3 T31S R24E T32S MDM WC 30 LGB MACD
 FU2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2005
 FU2005  HISTORY     - Date     Condition        Report By
 FU2005  HISTORY     - UNK      MONUMENTED       CADWR
 FU2005  HISTORY     - 1964     GOOD             NGS
 FU2005  HISTORY     - 1966     GOOD             NGS
 FU2005
 FU2005                          STATION DESCRIPTION
 FU2005
 FU2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2005'10.8 MI E FROM FORD CITY.
 FU2005'0.1 MILE EAST ALONG DATE STREET FROM JEFFERSON SCHOOL AT FORD
 FU2005'CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE 6.7
 FU2005'MILES NORTHEAST, ALONG STATE HIGHWAY 119, THENCE 3.3 MILES SOUTH
 FU2005'ALONG A TRACK ROAD AND POLE LINE, AT THE JUNCTION OF EAST-WEST
 FU2005'AND NORTHWEST-SOUTHEAST DIRT ROADS, 0.9 MILE WEST ALONG A DIRT
 FU2005'ROAD FROM BENCH MARK V 980, 22 FEET SOUTH OF CENTER LINE OF
 FU2005'EAST-WEST ROAD, 54 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH
 FU2005'ROAD, 37 FEET SOUTHWEST OF THE CENTER LINE OF NORTHWEST-SOUTHEAST
 FU2005'ROAD, 46 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM THE FIRST POLE
 FU2005'NORTH OF A T JUNCTION POWER POLE, 4.0 FEET EAST OF A WITNESS POST,
 FU2005'1 FOOT HIGHER THAN THE ROAD, A CAP ON A 3 1/2 INCH PIPE WHICH
 FU2005'PROJECTS 0.8 FOOT.
 FU2005
 FU2005                          STATION RECOVERY (1966)
 FU2005
 FU2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0704 ***********************************************************************
 DY0704  DESIGNATION -  198 LACRD
 DY0704  PID         -  DY0704
 DY0704  STATE/COUNTY-  CA/LOS ANGELES
 DY0704  USGS QUAD   -  LONG BEACH (1981)
 DY0704
 DY0704                         *CURRENT SURVEY CONTROL
 DY0704  ___________________________________________________________________
 DY0704* NAD 83(1986)-  33 49 57.     (N)    118 08 32.     (W)     SCALED    
 DY0704* NAVD 88     -        14.51   (+/-2cm)      47.6    (feet)  VERTCON   
 DY0704  ___________________________________________________________________
 DY0704  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY0704  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0704
 DY0704.The horizontal coordinates were scaled from a topographic map and have
 DY0704.an estimated accuracy of +/- 6 seconds.
 DY0704
 DY0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0704.The vertical order pertains to the NGVD 29 superseded value.
 DY0704
 DY0704.The geoid height was determined by GEOID03.
 DY0704
 DY0704;                    North         East    Units  Estimated Accuracy
 DY0704;SPC CA 5     -   536,890.    1,986,830.      MT  (+/- 180 meters Scaled)
 DY0704
 DY0704                          SUPERSEDED SURVEY CONTROL
 DY0704
 DY0704  NGVD 29 (??/??/92)   13.754  (m)           45.12   (f) ADJ UNCH    1 2
 DY0704
 DY0704.Superseded values are not recommended for survey control.
 DY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0704.See file dsdata.txt to determine how the superseded data were derived.
 DY0704
 DY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943441(NAD 83)
 DY0704_MARKER: DD = SURVEY DISK
 DY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0704_STAMPING: BM 198
 DY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0704+STABILITY: SURFACE MOTION
 DY0704
 DY0704  HISTORY     - Date     Condition        Report By
 DY0704  HISTORY     - UNK      MONUMENTED       CA-037
 DY0704  HISTORY     - 1946     GOOD             NGS
 DY0704  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0704  HISTORY     - 20080301 MARK NOT FOUND   GEOCAC
 DY0704
 DY0704                          STATION DESCRIPTION
 DY0704
 DY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0704'AT LONG BEACH.
 DY0704'AT LONG BEACH, AT THE SOUTHWEST CORNER OF CROSSING OF CARSON
 DY0704'STREET AND LAKEWOOD BOULEVARD, 74.54 FEET WEST OF CENTERLINE
 DY0704'OF LAKEWOOD BOULEVARD, 44.22 FEET SOUTH OF CENTERLINE OF CARSON
 DY0704'STREET, AND 0.4 FOOT LOWER THAN THE TOP OF THE SOUTH CURB OF
 DY0704'CARSON STREET.  A LOS ANGELES COUNTY ROAD DEPARTMENT STANDARD
 DY0704'DISK, STAMPED BM 198 AND SET IN THE TOP OF A CONCRETE POST.
 DY0704'1.5 MILES EAST OF CHERRY AVENUE.
 DY0704
 DY0704                          STATION RECOVERY (1961)
 DY0704
 DY0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0704'MARK NOT FOUND.
 DY0704
 DY0704                          STATION RECOVERY (2008)
 DY0704
 DY0704'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0704'THIS INTERSECTION HAS CHANGED CONSIDERABLY SINCE THE MARK WAS LAST
 DY0704'RECOVERED.  REPORTED IN 1946 AND NOT FOUND IN 1961.  THIS STREET HAS
 DY0704'OBVIOUSLY BEEN WIDENED AND MODIFIED OVER THE YEARS.  THERE IS ALSO
 DY0704'CURRENT CONSTRUCTION ON THE SW CORNER.  THIS MARK IS OBVIOUSLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0582 ***********************************************************************
 JS0582  DESIGNATION -  1986 USGS
 JS0582  PID         -  JS0582
 JS0582  STATE/COUNTY-  CA/EL DORADO
 JS0582  USGS QUAD   -  PLACERVILLE (1973)
 JS0582
 JS0582                         *CURRENT SURVEY CONTROL
 JS0582  ___________________________________________________________________
 JS0582* NAD 83(1986)-  38 44 26.     (N)    120 46 55.     (W)     SCALED    
 JS0582* NAVD 88     -       606.09   (+/-2cm)    1988.5    (feet)  VERTCON   
 JS0582  ___________________________________________________________________
 JS0582  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 JS0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0582
 JS0582.The horizontal coordinates were scaled from a topographic map and have
 JS0582.an estimated accuracy of +/- 6 seconds.
 JS0582
 JS0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0582.The vertical order pertains to the NGVD 29 superseded value.
 JS0582
 JS0582.The geoid height was determined by GEOID03.
 JS0582
 JS0582;                    North         East    Units  Estimated Accuracy
 JS0582;SPC CA 2     -   619,920.    2,105,890.      MT  (+/- 180 meters Scaled)
 JS0582
 JS0582                          SUPERSEDED SURVEY CONTROL
 JS0582
 JS0582  NGVD 29 (??/??/92)  605.246  (m)         1985.71   (f) ADJ UNCH    2 0
 JS0582
 JS0582.Superseded values are not recommended for survey control.
 JS0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0582.See file dsdata.txt to determine how the superseded data were derived.
 JS0582
 JS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH927903(NAD 83)
 JS0582_MARKER: Q = CHISELED SQUARE
 JS0582_SETTING: 66 = SET IN ROCK OUTCROP
 JS0582_SP_SET: ROCK OUTCROP
 JS0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0582+STABILITY: POSITION/ELEVATION WELL
 JS0582
 JS0582  HISTORY     - Date     Condition        Report By
 JS0582  HISTORY     - UNK      MONUMENTED       USGS
 JS0582  HISTORY     - 1948     GOOD             NGS
 JS0582
 JS0582                          STATION DESCRIPTION
 JS0582
 JS0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0582'1.3 MI NE FROM PLACERVILLE.
 JS0582'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JS0582'AT PLACERVILLE, THENCE 0.8 MILE NORTH ALONG MOSQUITO ROAD,
 JS0582'ABOUT 68 YARDS NORTHWEST OF BENCH MARK J 344, 27 FEET WEST
 JS0582'OF THE CENTER LINE OF THE ROAD.  A CHISELED SQUARE ON TOP OF
 JS0582'A BOULDER AT THE BASE OF A VERTICAL ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0959 ***********************************************************************
 HS0959  DESIGNATION -  1987.36
 HS0959  PID         -  HS0959
 HS0959  STATE/COUNTY-  CA/TUOLUMNE
 HS0959  USGS QUAD   -  MOCCASIN (1987)
 HS0959
 HS0959                         *CURRENT SURVEY CONTROL
 HS0959  ___________________________________________________________________
 HS0959* NAD 83(1986)-  37 48 48.     (N)    120 17 20.     (W)     SCALED    
 HS0959* NAVD 88     -       607.38   (+/-2cm)    1992.7    (feet)  VERTCON   
 HS0959  ___________________________________________________________________
 HS0959  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HS0959  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0959
 HS0959.The horizontal coordinates were scaled from a topographic map and have
 HS0959.an estimated accuracy of +/- 6 seconds.
 HS0959
 HS0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0959.The vertical order pertains to the NGVD 29 superseded value.
 HS0959
 HS0959.The geoid height was determined by GEOID03.
 HS0959
 HS0959;                    North         East    Units  Estimated Accuracy
 HS0959;SPC CA 3     -   645,780.    2,018,590.      MT  (+/- 180 meters Scaled)
 HS0959
 HS0959                          SUPERSEDED SURVEY CONTROL
 HS0959
 HS0959  NGVD 29 (??/??/92)  606.631  (m)         1990.26   (f) ADJ UNCH    1 2
 HS0959
 HS0959.Superseded values are not recommended for survey control.
 HS0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0959.See file dsdata.txt to determine how the superseded data were derived.
 HS0959
 HS0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG386885(NAD 83)
 HS0959_MARKER: DD = SURVEY DISK
 HS0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0959_SP_SET: ANCHOR BLOCK
 HS0959_STAMPING: 1987.36
 HS0959_MARK LOGO: CA3290
 HS0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0959
 HS0959  HISTORY     - Date     Condition        Report By
 HS0959  HISTORY     - UNK      MONUMENTED       CA3290
 HS0959  HISTORY     - 1956     GOOD             CGS
 HS0959
 HS0959                          STATION DESCRIPTION
 HS0959
 HS0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0959'0.6 MI NE FROM MOCCASIN.
 HS0959'0.62 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0959'FROM THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE TWELFTH
 HS0959'CONCRETE ANCHOR BLOCK NORTHEAST OF THE POWERHOUSE, 5.6 FEET
 HS0959'WEST OF THE EAST EDGE, 2.5 FEET SOUTH OF THE NORTH EDGE, AND
 HS0959'ABOUT 10 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0570 ***********************************************************************
 DX0570  DESIGNATION -  1988
 DX0570  PID         -  DX0570
 DX0570  STATE/COUNTY-  CA/RIVERSIDE
 DX0570  USGS QUAD   -  AGUANGA (1988)
 DX0570
 DX0570                         *CURRENT SURVEY CONTROL
 DX0570  ___________________________________________________________________
 DX0570* NAD 83(1986)-  33 26 23.     (N)    116 51 26.     (W)     SCALED    
 DX0570* NAVD 88     -       607.06   (+/-2cm)    1991.7    (feet)  VERTCON   
 DX0570  ___________________________________________________________________
 DX0570  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DX0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0570
 DX0570.The horizontal coordinates were scaled from a topographic map and have
 DX0570.an estimated accuracy of +/- 6 seconds.
 DX0570
 DX0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0570.The vertical order pertains to the NGVD 29 superseded value.
 DX0570
 DX0570.The geoid height was determined by GEOID03.
 DX0570
 DX0570;                    North         East    Units  Estimated Accuracy
 DX0570;SPC CA 6     -   641,350.    1,943,540.      MT  (+/- 180 meters Scaled)
 DX0570
 DX0570                          SUPERSEDED SURVEY CONTROL
 DX0570
 DX0570  NGVD 29 (??/??/??)  606.300  (m)         1989.17   (f) ADJUSTED    1 2
 DX0570
 DX0570.Superseded values are not recommended for survey control.
 DX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0570.See file dsdata.txt to determine how the superseded data were derived.
 DX0570
 DX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT132000(NAD 83)
 DX0570_MARKER: P = PIPE CAP
 DX0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0570_STAMPING: 1988 T
 DX0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0570
 DX0570  HISTORY     - Date     Condition        Report By
 DX0570  HISTORY     - UNK      MONUMENTED       USGS
 DX0570  HISTORY     - 1956     GOOD             NGS
 DX0570  HISTORY     - 1960     GOOD             NGS
 DX0570
 DX0570                          STATION DESCRIPTION
 DX0570
 DX0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0570'0.5 MI SE FROM AGUANGA.
 DX0570'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE STORE AND
 DX0570'POST OFFICE AT AGUANGA, 203.7 FEET EAST OF THE SOUTHEAST CORNER OF
 DX0570'CONCRETE BRIDGE 56-358, 52.0 FEET SOUTH OF THE CENTER LINE OF
 DX0570'THE HIGHWAY, 10.6 FEET SOUTH OF A FENCE LINE, 9 FEET EAST OF A
 DX0570'10-INCH UMBRELLA TREE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 DX0570'1 FOOT LOWER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A
 DX0570'3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DX0570
 DX0570                          STATION RECOVERY (1960)
 DX0570
 DX0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0344 ***********************************************************************
 GS0344  DESIGNATION -  1989
 GS0344  PID         -  GS0344
 GS0344  STATE/COUNTY-  CA/INYO
 GS0344  USGS QUAD   -  JAIL CANYON (1988)
 GS0344
 GS0344                         *CURRENT SURVEY CONTROL
 GS0344  ___________________________________________________________________
 GS0344* NAD 83(1986)-  36 11 28.     (N)    117 14 35.     (W)     SCALED    
 GS0344* NAVD 88     -       606.372  (meters)    1989.41   (feet)  ADJUSTED  
 GS0344  ___________________________________________________________________
 GS0344  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GS0344  DYNAMIC HT  -         605.746 (meters)    1987.35  (feet)  COMP
 GS0344  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 GS0344
 GS0344  VERT ORDER  -  SECOND    CLASS 0
 GS0344
 GS0344.The horizontal coordinates were scaled from a topographic map and have
 GS0344.an estimated accuracy of +/- 6 seconds.
 GS0344
 GS0344.The orthometric height was determined by differential leveling
 GS0344.and adjusted in June 1991.
 GS0344
 GS0344.The geoid height was determined by GEOID03.
 GS0344
 GS0344.The dynamic height is computed by dividing the NAVD 88
 GS0344.geopotential number by the normal gravity value computed on the
 GS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0344.degrees latitude (g = 980.6199 gals.).
 GS0344
 GS0344.The modeled gravity was interpolated from observed gravity values.
 GS0344
 GS0344;                    North         East    Units  Estimated Accuracy
 GS0344;SPC CA 4     -   596,630.    2,158,020.      MT  (+/- 180 meters Scaled)
 GS0344
 GS0344                          SUPERSEDED SURVEY CONTROL
 GS0344
 GS0344  NGVD 29 (??/??/??)  605.477  (m)         1986.47   (f) ADJUSTED    2 0
 GS0344
 GS0344.Superseded values are not recommended for survey control.
 GS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0344.See file dsdata.txt to determine how the superseded data were derived.
 GS0344
 GS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA781051(NAD 83)
 GS0344_MARKER: DD = SURVEY DISK
 GS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GS0344_STAMPING: 1989 B 1907 166
 GS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0344+STABILITY: SURFACE MOTION
 GS0344
 GS0344  HISTORY     - Date     Condition        Report By
 GS0344  HISTORY     - 1907     MONUMENTED       USGS
 GS0344  HISTORY     - 1935     GOOD             NGS
 GS0344
 GS0344                          STATION DESCRIPTION
 GS0344
 GS0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GS0344'37.6 MI N FROM TRONA.
 GS0344'IN INYO COUNTY, 37.6 MILES NORTH ALONG THE STOVEPIPE WELLS
 GS0344'HOTEL ROAD FROM TRONA, SAN BERNARDINO COUNTY, 5.2 MILES NORTH
 GS0344'OF INDIAN RANCH, AND 16.5 FEET SOUTHEAST OF THE CENTERLINE OF
 GS0344'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GS0344'STAMPED 1989 B 1907 166 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6375 ***********************************************************************
 DH6375  DESIGNATION -  199 DN 16.83
 DH6375  PID         -  DH6375
 DH6375  STATE/COUNTY-  CA/DEL NORTE
 DH6375  USGS QUAD   -  GASQUET (1981)
 DH6375
 DH6375                         *CURRENT SURVEY CONTROL
 DH6375  ___________________________________________________________________
 DH6375* NAD 83(2007)-  41 50 38.93429(N)    123 55 35.19998(W)     ADJUSTED  
 DH6375* NAVD 88     -       168.1    (meters)     552.     (feet)  GPS OBS   
 DH6375  ___________________________________________________________________
 DH6375  EPOCH DATE  -        2007.00
 DH6375  X           -  -2,655,947.486 (meters)                     COMP
 DH6375  Y           -  -3,948,528.957 (meters)                     COMP
 DH6375  Z           -   4,232,817.925 (meters)                     COMP
 DH6375  LAPLACE CORR-          14.34  (seconds)                    DEFLEC99
 DH6375  ELLIP HEIGHT-         141.195 (meters)          (02/10/07) ADJUSTED
 DH6375  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DH6375
 DH6375  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6375  Type    PID    Designation                      North   East  Ellip
 DH6375  -------------------------------------------------------------------
 DH6375  NETWORK DH6375 199 DN 16.83                      1.98   1.72   3.47
 DH6375  -------------------------------------------------------------------
 DH6375
 DH6375.The horizontal coordinates were established by GPS observations
 DH6375.and adjusted by the National Geodetic Survey in February 2007.
 DH6375
 DH6375.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6375.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6375.The horizontal coordinates are valid at the epoch date displayed above.
 DH6375.The epoch date for horizontal control is a decimal equivalence
 DH6375.of Year/Month/Day.
 DH6375
 DH6375.The orthometric height was determined by GPS observations and a
 DH6375.high-resolution geoid model.
 DH6375
 DH6375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6375
 DH6375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6375
 DH6375.The ellipsoidal height was determined by GPS observations
 DH6375.and is referenced to NAD 83.
 DH6375
 DH6375.The geoid height was determined by GEOID03.
 DH6375
 DH6375;                    North         East     Units Scale Factor Converg.
 DH6375;SPC CA 1     -   780,570.099 1,840,008.644   MT  1.00004992   -1 15 34.8
 DH6375;SPC CA 1     - 2,560,920.40  6,036,761.69   sFT  1.00004992   -1 15 34.8
 DH6375;UTM  10      - 4,632,887.280   423,086.765   MT  0.99967279   -0 37 05.0
 DH6375
 DH6375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6375!SPC CA 1     -   0.99997785  x   1.00004992  =   1.00002777
 DH6375!UTM  10      -   0.99997785  x   0.99967279  =   0.99965065
 DH6375
 DH6375                          SUPERSEDED SURVEY CONTROL
 DH6375
 DH6375  NAD 83(1998)-  41 50 38.93298(N)    123 55 35.19996(W) AD(2004.69) B
 DH6375  ELLIP H (09/28/05)  141.202  (m)                       GP(       ) 4 1
 DH6375
 DH6375.Superseded values are not recommended for survey control.
 DH6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6375.See file dsdata.txt to determine how the superseded data were derived.
 DH6375
 DH6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM2308732887(NAD 83)
 DH6375_MARKER: DD = SURVEY DISK
 DH6375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6375_STAMPING: 199-DN-16.83
 DH6375_MARK LOGO: CSRC  
 DH6375_PROJECTION: RECESSED 5 CENTIMETERS
 DH6375_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6375+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 DH6375_ROD/PIPE-DEPTH: 3.5  meters
 DH6375
 DH6375  HISTORY     - Date     Condition        Report By
 DH6375  HISTORY     - 20041030 MONUMENTED       CADT
 DH6375
 DH6375                          STATION DESCRIPTION
 DH6375
 DH6375'DESCRIBED BY CALTRANS 2004 (REB)
 DH6375'THE STATION IS LOCATED IN DEL NORTE COUNTY,  APPROXIMATELY 30.1 KM
 DH6375'(18.6 MI)  NORTHEASTERLY OF CRESCENT CITY AND 53 KM (32.7 MI)
 DH6375'SOUTHWESTERLY OF CAVE JUNCTION  OREGON ON STATE HIGHWAY 199.
 DH6375' 
 DH6375'TO REACH THE STATION FROM THE POST OFFICE AND MARKET IN GASQUET AT
 DH6375'ADDRESS 10360  HIGHWAY 199, GO EAST ON  STATE HIGHWAY 199 4.05 KM (2.5
 DH6375'MI) TO THE STATION ON THE LEFT AT  POSTMILE 16.83.
 DH6375' 
 DH6375'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6375'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.8 M  SOUTHEAST OF A ORANGE
 DH6375'CARSONITE MARKER,  8.8 M   NORTHWEST OF THE WEST BOUND EDGE OF
 DH6375'PAVEMENT OF HIGHWAY 199  AND 103.3 M  NORTHERLY  OF THE ENTRANCE TO
 DH6375'THE (PANTHER FLAT CAMPGROUND)
 DH6375' 
 DH6375'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6375'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6375'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6375'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6375'EUREKA.
 DH6375' 
 DH6375'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6375'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6374 ***********************************************************************
 DH6374  DESIGNATION -  199 DN 28.08
 DH6374  PID         -  DH6374
 DH6374  STATE/COUNTY-  CA/DEL NORTE
 DH6374  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 DH6374
 DH6374                         *CURRENT SURVEY CONTROL
 DH6374  ___________________________________________________________________
 DH6374* NAD 83(2007)-  41 53 56.45904(N)    123 46 16.09734(W)     ADJUSTED  
 DH6374* NAVD 88     -       373.1    (meters)    1224.     (feet)  GPS OBS   
 DH6374  ___________________________________________________________________
 DH6374  EPOCH DATE  -        2007.00
 DH6374  X           -  -2,643,058.879 (meters)                     COMP
 DH6374  Y           -  -3,952,459.721 (meters)                     COMP
 DH6374  Z           -   4,237,493.601 (meters)                     COMP
 DH6374  LAPLACE CORR-          13.99  (seconds)                    DEFLEC99
 DH6374  ELLIP HEIGHT-         347.166 (meters)          (02/10/07) ADJUSTED
 DH6374  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DH6374
 DH6374  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6374  Type    PID    Designation                      North   East  Ellip
 DH6374  -------------------------------------------------------------------
 DH6374  NETWORK DH6374 199 DN 28.08                      1.98   1.53   3.19
 DH6374  -------------------------------------------------------------------
 DH6374
 DH6374.The horizontal coordinates were established by GPS observations
 DH6374.and adjusted by the National Geodetic Survey in February 2007.
 DH6374
 DH6374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6374.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6374.The horizontal coordinates are valid at the epoch date displayed above.
 DH6374.The epoch date for horizontal control is a decimal equivalence
 DH6374.of Year/Month/Day.
 DH6374
 DH6374.The orthometric height was determined by GPS observations and a
 DH6374.high-resolution geoid model.
 DH6374
 DH6374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6374
 DH6374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6374
 DH6374.The ellipsoidal height was determined by GPS observations
 DH6374.and is referenced to NAD 83.
 DH6374
 DH6374.The geoid height was determined by GEOID03.
 DH6374
 DH6374;                    North         East     Units Scale Factor Converg.
 DH6374;SPC CA 1     -   786,391.298 1,853,028.191   MT  1.00006732   -1 09 29.2
 DH6374;SPC CA 1     - 2,580,018.78  6,079,476.66   sFT  1.00006732   -1 09 29.2
 DH6374;UTM  10      - 4,638,851.702   436,035.086   MT  0.99965035   -0 30 54.0
 DH6374
 DH6374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6374!SPC CA 1     -   0.99994555  x   1.00006732  =   1.00001287
 DH6374!UTM  10      -   0.99994555  x   0.99965035  =   0.99959592
 DH6374
 DH6374                          SUPERSEDED SURVEY CONTROL
 DH6374
 DH6374  NAD 83(1998)-  41 53 56.45750(N)    123 46 16.09628(W) AD(2004.69) B
 DH6374  ELLIP H (09/28/05)  347.166  (m)                       GP(       ) 4 1
 DH6374
 DH6374.Superseded values are not recommended for survey control.
 DH6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6374.See file dsdata.txt to determine how the superseded data were derived.
 DH6374
 DH6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM3603538852(NAD 83)
 DH6374_MARKER: DD = SURVEY DISK
 DH6374_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6374_STAMPING: 199-DN-28.08
 DH6374_MARK LOGO: CSRC  
 DH6374_PROJECTION: RECESSED 5 CENTIMETERS
 DH6374_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6374+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DH6374_ROD/PIPE-DEPTH: 3.5  meters
 DH6374
 DH6374  HISTORY     - Date     Condition        Report By
 DH6374  HISTORY     - 20041022 MONUMENTED       CADT
 DH6374
 DH6374                          STATION DESCRIPTION
 DH6374
 DH6374'DESCRIBED BY CALTRANS 2004 (REB)
 DH6374'THE STATION IS LOCATED IN DEL NORTE COUNTY AT THE CALIFORNIA DEPT. OF
 DH6374'TRANSPORTATION  MAINTANCE STATION AT IDLEWILD ON STATE HIGHWAY 199,
 DH6374'APPROXIMATELY 52.3 KM (32.3 MI)  NORTHEASTERLY OF CRESCENT CITY AND
 DH6374'34.3 KM (21.2 MI) SOUTHWESTERLY OF CAVE JUNCTION  OREGON.
 DH6374' 
 DH6374'TO REACH THE STATION FROM THE POST OFFICE AND MARKET IN GASQUET
 DH6374'ADDRESS 10360 HIGHWAY  199, GO EAST 22.19 KM (13.7 MI) ALONG HIGHWAY
 DH6374'199 TO POSTMILE 28.11 'CALTRANS IDLEWILD  MAINTANCE STATION', TURN
 DH6374'LEFT GO THRU GATE, TURN LEFT AND PROCEED WEST 152.4 M (500 FT)  TO A
 DH6374'GRASSY AREA SURROUNDED BY ASPHALT IN A CIRCLUAR AREA TO THE STATION.
 DH6374' 
 DH6374'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6374'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.6 M  EAST OF A ORANGE
 DH6374'CARSONITE MARKER,  27.4 M  NORTHEAST OF A  POWERPOLE (NUMBER C8878),
 DH6374'22.6 M  NORTHEAST OF A HOSE BIB, 7.1 M  NORTH OF A SANITARY  SEWER
 DH6374'MANHOLE,  AND APPROXIMATELY 36 M NORTH OF THE FENCE.
 DH6374' 
 DH6374'THIS MAINTANCE STATION IS OPEN DURNING BUSINESS HOURS ONLY AND THE
 DH6374'MAINTANCE  SUPERVISOR SHOULD BE CONTACTED PRIOR TO OCCUPATION OF THE
 DH6374'STATION.
 DH6374' 
 DH6374'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6374'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6372 ***********************************************************************
 DH6372  DESIGNATION -  199 DN 5.68
 DH6372  PID         -  DH6372
 DH6372  STATE/COUNTY-  CA/DEL NORTE
 DH6372  USGS QUAD   -  HIOUCHI (1966)
 DH6372
 DH6372                         *CURRENT SURVEY CONTROL
 DH6372  ___________________________________________________________________
 DH6372* NAD 83(2007)-  41 47 34.88955(N)    124 04 19.24267(W)     ADJUSTED  
 DH6372* NAVD 88     -        50.7    (meters)     166.     (feet)  GPS OBS   
 DH6372  ___________________________________________________________________
 DH6372  EPOCH DATE  -        2007.00
 DH6372  X           -  -2,668,042.355 (meters)                     COMP
 DH6372  Y           -  -3,944,831.547 (meters)                     COMP
 DH6372  Z           -   4,228,507.106 (meters)                     COMP
 DH6372  LAPLACE CORR-          13.96  (seconds)                    DEFLEC99
 DH6372  ELLIP HEIGHT-          22.758 (meters)          (02/10/07) ADJUSTED
 DH6372  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DH6372
 DH6372  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6372  Type    PID    Designation                      North   East  Ellip
 DH6372  -------------------------------------------------------------------
 DH6372  NETWORK DH6372 199 DN 5.68                       1.71   1.67   3.35
 DH6372  -------------------------------------------------------------------
 DH6372
 DH6372.The horizontal coordinates were established by GPS observations
 DH6372.and adjusted by the National Geodetic Survey in February 2007.
 DH6372
 DH6372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6372.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6372.The horizontal coordinates are valid at the epoch date displayed above.
 DH6372.The epoch date for horizontal control is a decimal equivalence
 DH6372.of Year/Month/Day.
 DH6372
 DH6372.The orthometric height was determined by GPS observations and a
 DH6372.high-resolution geoid model.
 DH6372
 DH6372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6372
 DH6372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6372
 DH6372.The ellipsoidal height was determined by GPS observations
 DH6372.and is referenced to NAD 83.
 DH6372
 DH6372.The geoid height was determined by GEOID03.
 DH6372
 DH6372;                    North         East     Units Scale Factor Converg.
 DH6372;SPC CA 1     -   775,168.999 1,827,787.168   MT  1.00003455   -1 21 17.5
 DH6372;SPC CA 1     - 2,543,200.29  5,996,665.07   sFT  1.00003455   -1 21 17.5
 DH6372;UTM  10      - 4,627,351.775   410,930.819   MT  0.99969762   -0 42 52.1
 DH6372
 DH6372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6372!SPC CA 1     -   0.99999643  x   1.00003455  =   1.00003098
 DH6372!UTM  10      -   0.99999643  x   0.99969762  =   0.99969405
 DH6372
 DH6372                          SUPERSEDED SURVEY CONTROL
 DH6372
 DH6372  NAD 83(1998)-  41 47 34.88848(N)    124 04 19.24424(W) AD(2004.69) B
 DH6372  ELLIP H (09/28/05)   22.777  (m)                       GP(       ) 4 1
 DH6372
 DH6372.Superseded values are not recommended for survey control.
 DH6372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6372.See file dsdata.txt to determine how the superseded data were derived.
 DH6372
 DH6372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1093127352(NAD 83)
 DH6372_MARKER: DD = SURVEY DISK
 DH6372_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6372_STAMPING: 199-DN-5.68
 DH6372_MARK LOGO: CSRC  
 DH6372_PROJECTION: RECESSED 6 CENTIMETERS
 DH6372_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6372+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2008
 DH6372_ROD/PIPE-DEPTH: 3.5  meters
 DH6372
 DH6372  HISTORY     - Date     Condition        Report By
 DH6372  HISTORY     - 20041028 MONUMENTED       CADT
 DH6372  HISTORY     - 20080426 GOOD             GEOCAC
 DH6372
 DH6372                          STATION DESCRIPTION
 DH6372
 DH6372'DESCRIBED BY CALTRANS 2004 (REB)
 DH6372'THE STATION IS LOCATED IN DEL NORTE COUNTY IN THE TOWN OF HIOUCHI ON
 DH6372'STATE HIGHWAY 199 , APPROXIMATELY 16.2 KM (10 MI) NORTHEASTERLY OF
 DH6372'CRESCENT CITY AND 13.9 KM (8.6 MI)  SOUTHWESTERLY OF GASQUET.
 DH6372' 
 DH6372'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT CITY AT 1111
 DH6372'SECOND STREET, GO  EAST TO NORTH BOUND STATE HIGHWAY 101. TURN LEFT
 DH6372'AND PROCEED NORTHERLY ON  HIGHWAY 101 6.96 KM (4.3 MI) TO THE OFFRAMP
 DH6372'TO STATE HIGHWAY 199 TO GRANTS PASS OREGON,  CONTINUE NORTHEASTERLY ON
 DH6372'HIGHWAY 199 7.12 KM (4.4 MI) TO THE INTERSECTION WITH STATE  HIGHWAY
 DH6372'197, CONTINUE ON HIGHWAY 199 2.10 KM (1.3 MI) TO POST MILE 5.68 AND
 DH6372'THE STATION ON  THE LEFT.
 DH6372' 
 DH6372'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6372'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTH OF A ORANGE
 DH6372'CARSONITE MARKER,  4.9 M WEST OF A FENCE  CORNER, 3.7 M  NORTH OF THE
 DH6372'WEST BOUND EDGE OF PAVEMENT OF HIGHWAY 199,  AND 7.6 M WEST  OF THE
 DH6372'ENTRANCE TO THE (HIOUCHI HAMLET RV RESORT)
 DH6372' 
 DH6372'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6372'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6372'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6372'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6372'EUREKA.
 DH6372' 
 DH6372'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6372'MODERNIZATION SURVEY  OF 2004.
 DH6372
 DH6372                          STATION RECOVERY (2008)
 DH6372
 DH6372'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DH6372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2346 ***********************************************************************
 FU2346  DESIGNATION -  199 DWR
 FU2346  PID         -  FU2346
 FU2346  STATE/COUNTY-  CA/KERN
 FU2346  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2346
 FU2346                         *CURRENT SURVEY CONTROL
 FU2346  ___________________________________________________________________
 FU2346* NAD 83(1986)-  35 10 27.     (N)    119 21 21.     (W)     SCALED    
 FU2346* NAVD 88     -       122.78   (+/-2cm)     402.8    (feet)  VERTCON   
 FU2346  ___________________________________________________________________
 FU2346  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 FU2346  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2346
 FU2346.The horizontal coordinates were scaled from a topographic map and have
 FU2346.an estimated accuracy of +/- 6 seconds.
 FU2346
 FU2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2346.The vertical order pertains to the NGVD 29 superseded value.
 FU2346
 FU2346.The geoid height was determined by GEOID03.
 FU2346
 FU2346;                    North         East    Units  Estimated Accuracy
 FU2346;SPC CA 5     -   686,540.    1,876,500.      MT  (+/- 180 meters Scaled)
 FU2346
 FU2346                          SUPERSEDED SURVEY CONTROL
 FU2346
 FU2346  NGVD 29 (??/??/92)  122.011  (m)          400.30   (f) ADJ UNCH    1 1
 FU2346
 FU2346.Superseded values are not recommended for survey control.
 FU2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2346.See file dsdata.txt to determine how the superseded data were derived.
 FU2346
 FU2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU854948(NAD 83)
 FU2346_MARKER: P = PIPE CAP
 FU2346_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2346_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2346_STAMPING: 1/4 S 2 1 CDS 1910 LGB MACD 1931
 FU2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2346
 FU2346  HISTORY     - Date     Condition        Report By
 FU2346  HISTORY     - 1931     MONUMENTED       CADWR
 FU2346  HISTORY     - 1968     GOOD             NGS
 FU2346  HISTORY     - 1970     GOOD             NGS
 FU2346
 FU2346                          STATION DESCRIPTION
 FU2346
 FU2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2346'10.6 MI E FROM TAFT.
 FU2346'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION AT
 FU2346'TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280 B
 FU2346'AND GARDNER FIELD ROAD, THENCE 2.6 MILES NORTHEAST ALONG RICHFIELD
 FU2346'OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 1.75 MILES
 FU2346'NORTH AND WEST ALONG AN ASPHALT ROAD, THENCE 0.7 MILE NORTHWEST
 FU2346'ALONG A DIRT ROAD AND TELEPHONE LINE, THENCE 0.1 MILE SOUTHWEST
 FU2346'ACROSS COUNTRY, 0.1 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 FU2346'NORTH, AT THE NORTHEAST END OF A SMALL RIDGE, AT THE NORTHEAST
 FU2346'EDGE OF THE ROAD, 3.0 FEET SOUTHEAST OF A WITNESS POST, AND ON THE
 FU2346'TOP OF A ROAD, 3.0 FEET SOUTHEAST OF A WITNESS POST, AND ON THE
 FU2346'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE
 FU2346'GROUND.
 FU2346
 FU2346                          STATION RECOVERY (1970)
 FU2346
 FU2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0701 ***********************************************************************
 DY0701  DESIGNATION -  199 LACRD
 DY0701  PID         -  DY0701
 DY0701  STATE/COUNTY-  CA/LOS ANGELES
 DY0701  USGS QUAD   -  LONG BEACH (1981)
 DY0701
 DY0701                         *CURRENT SURVEY CONTROL
 DY0701  ___________________________________________________________________
 DY0701* NAD 83(1986)-  33 49 57.     (N)    118 09 52.     (W)     SCALED    
 DY0701* NAVD 88     -        21.97   (+/-2cm)      72.1    (feet)  VERTCON   
 DY0701  ___________________________________________________________________
 DY0701  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0701  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0701
 DY0701.The horizontal coordinates were scaled from a topographic map and have
 DY0701.an estimated accuracy of +/- 6 seconds.
 DY0701
 DY0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0701.The vertical order pertains to the NGVD 29 superseded value.
 DY0701
 DY0701.The geoid height was determined by GEOID03.
 DY0701
 DY0701;                    North         East    Units  Estimated Accuracy
 DY0701;SPC CA 5     -   536,900.    1,984,780.      MT  (+/- 180 meters Scaled)
 DY0701
 DY0701                          SUPERSEDED SURVEY CONTROL
 DY0701
 DY0701  NGVD 29 (??/??/92)   21.211  (m)           69.59   (f) ADJ UNCH    1 2
 DY0701
 DY0701.Superseded values are not recommended for survey control.
 DY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0701.See file dsdata.txt to determine how the superseded data were derived.
 DY0701
 DY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT922441(NAD 83)
 DY0701_MARKER: DD = SURVEY DISK
 DY0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0701_STAMPING: BM 199
 DY0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0701+STABILITY: SURFACE MOTION
 DY0701
 DY0701  HISTORY     - Date     Condition        Report By
 DY0701  HISTORY     - UNK      MONUMENTED       CA-037
 DY0701  HISTORY     - 1946     GOOD             NGS
 DY0701  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0701
 DY0701                          STATION DESCRIPTION
 DY0701
 DY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0701'AT LONG BEACH.
 DY0701'AT LONG BEACH, 0.2 MILE EAST ALONG CARSON STREET FROM CHERRY
 DY0701'AVENUE, IN THE CARSON STREET PARKWAY, AT UNION PACIFIC RAILROAD
 DY0701'CROSSING, 38.5 FEET WEST OF WEST RAIL OF RAILROAD, 10.69 FEET
 DY0701'WEST OF LEAD AND TACK IN MIDDLE OF CURB RETURN FOR PARKWAY,
 DY0701'SET IN THE CENTER OF THE PARKWAY, 4.0 FEET WEST OF THE MOST
 DY0701'EASTERLY TREE IN THE PARKWAY, 0.7 FOOT LOWER THAN THE GROUND
 DY0701'LEVEL.  A LOS ANGELES COUNTY ROAD DEPARTMENT DISK, STAMPED
 DY0701'BM 199 AND SET IN THE TOP OF A CONCRETE POST.
 DY0701
 DY0701                          STATION RECOVERY (1961)
 DY0701
 DY0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1167 ***********************************************************************
 HS1167  DESIGNATION -  199.022
 HS1167  PID         -  HS1167
 HS1167  STATE/COUNTY-  CA/MERCED
 HS1167  USGS QUAD   -  PLAINSBURG (1976)
 HS1167
 HS1167                         *CURRENT SURVEY CONTROL
 HS1167  ___________________________________________________________________
 HS1167* NAD 83(1986)-  37 12 41.     (N)    120 21 47.     (W)     SCALED    
 HS1167* NAVD 88     -        61.20   (+/-2cm)     200.8    (feet)  VERTCON   
 HS1167  ___________________________________________________________________
 HS1167  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HS1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1167
 HS1167.The horizontal coordinates were scaled from a topographic map and have
 HS1167.an estimated accuracy of +/- 6 seconds.
 HS1167
 HS1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1167.The vertical order pertains to the NGVD 29 superseded value.
 HS1167
 HS1167.The geoid height was determined by GEOID03.
 HS1167
 HS1167;                    North         East    Units  Estimated Accuracy
 HS1167;SPC CA 3     -   578,960.    2,012,160.      MT  (+/- 180 meters Scaled)
 HS1167
 HS1167                          SUPERSEDED SURVEY CONTROL
 HS1167
 HS1167  NGVD 29 (??/??/92)   60.520  (m)          198.56   (f) ADJ UNCH    1 2
 HS1167
 HS1167.Superseded values are not recommended for survey control.
 HS1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1167.See file dsdata.txt to determine how the superseded data were derived.
 HS1167
 HS1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG339215(NAD 83)
 HS1167_MARKER: P = PIPE CAP
 HS1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1167_STAMPING: 199.022 B 1901
 HS1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1167
 HS1167  HISTORY     - Date     Condition        Report By
 HS1167  HISTORY     - 1901     MONUMENTED       USGS
 HS1167  HISTORY     - 1958     GOOD             NGS
 HS1167  HISTORY     - 1988     MARK NOT FOUND   NGS
 HS1167
 HS1167                          STATION DESCRIPTION
 HS1167
 HS1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1167'9.2 MI SE FROM MERCED.
 HS1167'9.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1167'FROM THE STATION AT MERCED, 8.4 MILES NORTHWEST OF CHOWCHILLA,
 HS1167'IN R15E T8S S30, NEAR THE NORTHWEST END OF A CURVE IN U.S.
 HS1167'HIGHWAY 99, 6 1/2 POLES NORTHWEST OF MILEPOLE 160, 46.4 FEET
 HS1167'NORTHEAST OF THE NORTHEAST RAIL, 104 FEET SOUTHEAST OF A POST
 HS1167'MARKING AN UNDERGROUND TELEPHONE CABLE, 22 FEET SOUTHEAST OF
 HS1167'A TELEPHONED POLE, 1.1 FEET EAST OF A WITNESS POST, AND RIVETED
 HS1167'ON TOP OF A 3 1/2-INCH PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND,
 HS1167'AND ABOUT 4 FEET LOWER THAN THE TRACK.
 HS1167
 HS1167                          STATION RECOVERY (1988)
 HS1167
 HS1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1167'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1461 ***********************************************************************
 EW1461  DESIGNATION -  199.106 C OF LA
 EW1461  PID         -  EW1461
 EW1461  STATE/COUNTY-  CA/LOS ANGELES
 EW1461  USGS QUAD   -  HOLLYWOOD (1994)
 EW1461
 EW1461                         *CURRENT SURVEY CONTROL
 EW1461  ___________________________________________________________________
 EW1461* NAD 83(1986)-  34 03 42.     (N)    118 20 12.     (W)     SCALED    
 EW1461* NAVD 88     -        61.43   (+/-2cm)     201.5    (feet)  VERTCON   
 EW1461  ___________________________________________________________________
 EW1461  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 EW1461  VERT ORDER  -  THIRD (See Below)
 EW1461
 EW1461.The horizontal coordinates were scaled from a topographic map and have
 EW1461.an estimated accuracy of +/- 6 seconds.
 EW1461
 EW1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1461.The vertical order pertains to the NGVD 29 superseded value.
 EW1461
 EW1461.The geoid height was determined by GEOID03.
 EW1461
 EW1461;                    North         East    Units  Estimated Accuracy
 EW1461;SPC CA 5     -   562,360.    1,968,920.      MT  (+/- 180 meters Scaled)
 EW1461
 EW1461                          SUPERSEDED SURVEY CONTROL
 EW1461
 EW1461  NGVD 29 (??/??/??)   60.66   (m)          199.0    (f) RESET       3  
 EW1461
 EW1461.Superseded values are not recommended for survey control.
 EW1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1461.See file dsdata.txt to determine how the superseded data were derived.
 EW1461
 EW1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766697(NAD 83)
 EW1461_MARKER: S = SPIKE
 EW1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1461_SP_SET: CULVERT
 EW1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1461
 EW1461  HISTORY     - Date     Condition        Report By
 EW1461  HISTORY     - UNK      MONUMENTED       CA1980
 EW1461  HISTORY     - 1945     GOOD             NGS
 EW1461  HISTORY     - 1967     GOOD             NGS
 EW1461
 EW1461                          STATION DESCRIPTION
 EW1461
 EW1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1461'AT LOS ANGELES.
 EW1461'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1461'AND MC CADDEN PLACE.  LOCATED IN A PEDESTRIAN SUBWAY HEADWALL,
 EW1461'1.5 FEET NORTH OF THE NORTH CURB OF WILSHIRE BOULEVARD, 2.8
 EW1461'FEET WEST OF THE EAST END OF SUBWAY HEADWALL, AND 7.1 FEET
 EW1461'EAST OF THE PROJECTED CENTERLINE OF THE EAST CURB OF MC CADDEN
 EW1461'PLACE.  SPIKE PROJECTS ABOUT 1/8 INCH ABOVE THE HEADWALL, AND
 EW1461'IS ABOUT 0.6 FOOT ABOVE THE CURB LEVEL.  A CUT SPIKE SET IN
 EW1461'THE CONCRETE HEADWALL.
 EW1461
 EW1461                          STATION RECOVERY (1967)
 EW1461
 EW1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1443 ***********************************************************************
 EW1443  DESIGNATION -  199.110 C OF LA
 EW1443  PID         -  EW1443
 EW1443  STATE/COUNTY-  CA/LOS ANGELES
 EW1443  USGS QUAD   -  HOLLYWOOD (1994)
 EW1443
 EW1443                         *CURRENT SURVEY CONTROL
 EW1443  ___________________________________________________________________
 EW1443* NAD 83(1986)-  34 03 42.     (N)    118 19 21.     (W)     SCALED    
 EW1443* NAVD 88     -        61.45   (+/-2cm)     201.6    (feet)  VERTCON   
 EW1443  ___________________________________________________________________
 EW1443  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW1443  VERT ORDER  -  THIRD (See Below)
 EW1443
 EW1443.The horizontal coordinates were scaled from a topographic map and have
 EW1443.an estimated accuracy of +/- 6 seconds.
 EW1443
 EW1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1443.The vertical order pertains to the NGVD 29 superseded value.
 EW1443
 EW1443.The geoid height was determined by GEOID03.
 EW1443
 EW1443;                    North         East    Units  Estimated Accuracy
 EW1443;SPC CA 5     -   562,350.    1,970,230.      MT  (+/- 180 meters Scaled)
 EW1443
 EW1443                          SUPERSEDED SURVEY CONTROL
 EW1443
 EW1443  NGVD 29 (??/??/??)   60.67   (m)          199.0    (f) RESET       3  
 EW1443
 EW1443.Superseded values are not recommended for survey control.
 EW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1443.See file dsdata.txt to determine how the superseded data were derived.
 EW1443
 EW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779697(NAD 83)
 EW1443_MARKER: DD = SURVEY DISK
 EW1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1443_SP_SET: CURB
 EW1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1443
 EW1443  HISTORY     - Date     Condition        Report By
 EW1443  HISTORY     - UNK      MONUMENTED       CA1980
 EW1443  HISTORY     - 1945     GOOD             NGS
 EW1443  HISTORY     - 1964     GOOD             NGS
 EW1443
 EW1443                          STATION DESCRIPTION
 EW1443
 EW1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1443'AT LOS ANGELES.
 EW1443'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1443'PLYMOUTH BOULEVARD.  LOCATED IN THE WEST CURB OF PLYMOUTH
 EW1443'BOULEVARD, AND 41.8 FEET NORTH OF A PROJECTED CURBLINE OF THE
 EW1443'NORTH CURB OF WILSHIRE BOULEVARD.  SPIKE PROJECTS ABOUT 1/8
 EW1443'INCH ABOVE CURB TOP, AND IN THE SOUTH END OF A CATCH BASIN.
 EW1443'A CUT SPIKE SET IN THE CONCRETE CURB.
 EW1443
 EW1443                          STATION RECOVERY (1964)
 EW1443
 EW1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5578 ***********************************************************************
 DX5578  DESIGNATION -  1990
 DX5578  PID         -  DX5578
 DX5578  STATE/COUNTY-  CA/RIVERSIDE
 DX5578  USGS QUAD   -  LAKEVIEW (1979)
 DX5578
 DX5578                         *CURRENT SURVEY CONTROL
 DX5578  ___________________________________________________________________
 DX5578* NAD 83(1986)-  33 49 16.     (N)    117 02 01.     (W)     SCALED    
 DX5578* NAVD 88     -       448.036  (meters)    1469.93   (feet)  ADJUSTED  
 DX5578  ___________________________________________________________________
 DX5578  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5578  DYNAMIC HT  -         447.512 (meters)    1468.21  (feet)  COMP
 DX5578  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 DX5578
 DX5578  VERT ORDER  -  FIRST     CLASS II
 DX5578
 DX5578.The horizontal coordinates were scaled from a topographic map and have
 DX5578.an estimated accuracy of +/- 6 seconds.
 DX5578
 DX5578.The orthometric height was determined by differential leveling
 DX5578.and adjusted in May 1994.
 DX5578
 DX5578.The geoid height was determined by GEOID03.
 DX5578
 DX5578.The dynamic height is computed by dividing the NAVD 88
 DX5578.geopotential number by the normal gravity value computed on the
 DX5578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5578.degrees latitude (g = 980.6199 gals.).
 DX5578
 DX5578.The modeled gravity was interpolated from observed gravity values.
 DX5578
 DX5578;                    North         East    Units  Estimated Accuracy
 DX5578;SPC CA 6     -   683,760.    1,927,460.      MT  (+/- 180 meters Scaled)
 DX5578
 DX5578                          SUPERSEDED SURVEY CONTROL
 DX5578
 DX5578.No superseded survey control is available for this station.
 DX5578
 DX5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT968423(NAD 83)
 DX5578_MARKER: DD = SURVEY DISK
 DX5578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5578_SP_SET: CONCRETE POST
 DX5578_STAMPING: BM 1990
 DX5578_MARK LOGO: MWDSC 
 DX5578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5578+STABILITY: SURFACE MOTION
 DX5578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5578+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5578
 DX5578  HISTORY     - Date     Condition        Report By
 DX5578  HISTORY     - 1990     MONUMENTED       MWDSC
 DX5578  HISTORY     - 19921124 GOOD             MWDSC
 DX5578
 DX5578                          STATION DESCRIPTION
 DX5578
 DX5578'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5578'SAN JACINTO, 5.0 MILES (8.0 KM) NORTHWEST OF, NEAR THE INTERSECTION OF
 DX5578'WARREN RD. AND RAMONA EXPRESSWAY, 0.2 MILE (0.3 KM) SOUTH ON WARREN
 DX5578'RD. ON EAST SIDE OF ROAD. 68 FEET (20.7 M) SOUTH AND ACROSS THE ROAD
 DX5578'FROM POWER POLE NUMBER 4162834 E, 30 FEET (9.1 M) EAST OF THE
 DX5578'CENTERLINE OF WARREN RD. AND NORTH OF DRIVEWAY TO HOUSE NUMBER 20700
 DX5578'WARREN RD. FOUND A STANDARD MWDSC 3 INCH BRASS DISK SET FLUSH IN 8
 DX5578'INCH DIAMETER CONCRETE POST AND 0.5 FEET (15.2 CM) BELOW GROUND
 DX5578'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3418 ***********************************************************************
 FU3418  DESIGNATION -  1AA
 FU3418  PID         -  FU3418
 FU3418  STATE/COUNTY-  CA/KERN
 FU3418  USGS QUAD   -  TEJON HILLS (1992)
 FU3418
 FU3418                         *CURRENT SURVEY CONTROL
 FU3418  ___________________________________________________________________
 FU3418* NAD 83(1992)-  35 06 32.45184(N)    118 49 56.98023(W)     ADJUSTED  
 FU3418* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 FU3418  ___________________________________________________________________
 FU3418  EPOCH DATE  -        1991.35
 FU3418  LAPLACE CORR-          12.55  (seconds)                    DEFLEC99
 FU3418  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 FU3418  HORZ ORDER  -  SECOND
 FU3418  VERT ORDER  -  THIRD ? (See Below)
 FU3418
 FU3418.The horizontal coordinates were established by classical geodetic methods
 FU3418.and adjusted by the National Geodetic Survey in June 1996.
 FU3418.The horizontal coordinates are valid at the epoch date displayed above.
 FU3418.The epoch date for horizontal control is a decimal equivalence
 FU3418.of Year/Month/Day.
 FU3418
 FU3418.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3418.The vertical order pertains to the NGVD 29 superseded value.
 FU3418
 FU3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU3418
 FU3418.The geoid height was determined by GEOID03.
 FU3418
 FU3418;                    North         East     Units Scale Factor Converg.
 FU3418;SPC CA 5     -   678,796.193 1,924,109.331   MT  0.99994158   -0 28 28.3
 FU3418;SPC CA 5     - 2,227,017.18  6,312,682.03   sFT  0.99994158   -0 28 28.3
 FU3418;UTM  11      - 3,886,668.763   332,994.203   MT  0.99994374   -1 03 15.0
 FU3418
 FU3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FU3418!SPC CA 5     -   0.99997251  x   0.99994158  =   0.99991410
 FU3418!UTM  11      -   0.99997251  x   0.99994374  =   0.99991626
 FU3418
 FU3418                          SUPERSEDED SURVEY CONTROL
 FU3418
 FU3418  NAD 83(1986)-  35 06 32.45268(N)    118 49 56.97774(W) AD(1984.00) 2
 FU3418  NAD 27      -  35 06 32.57880(N)    118 49 53.62700(W) AD(       ) 2
 FU3418  NGVD 29 (07/19/86)  207.0    (m)          679.     (f) LEVELING    3  
 FU3418
 FU3418.Superseded values are not recommended for survey control.
 FU3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3418.See file dsdata.txt to determine how the superseded data were derived.
 FU3418
 FU3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU3299486669(NAD 83)
 FU3418_MARKER: Z = SEE DESCRIPTION
 FU3418_SETTING: 0 = UNSPECIFIED SETTING
 FU3418
 FU3418  HISTORY     - Date     Condition        Report By
 FU3418  HISTORY     - 1974     MONUMENTED       USGS
 FU3418
 FU3418                          STATION DESCRIPTION
 FU3418
 FU3418'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FU3418'ARVIN, 7.0 MI S. OF, THENCE 2.0 MI E.  AT CURVE.  40 FT S. OF
 FU3418'BLUFF BREAK FALLING N., 8 FT SW. OF CENTER OF RD., 2.0 FT S. OF
 FU3418'FENCE ANGLE.  IN CONC. POST.  STANDARD TABLET STAMPED 1 AA 1954 678
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0058 ***********************************************************************
 DC0058  DESIGNATION -  2
 DC0058  PID         -  DC0058
 DC0058  STATE/COUNTY-  CA/SAN DIEGO
 DC0058  USGS QUAD   -  TECATE (1975)
 DC0058
 DC0058                         *CURRENT SURVEY CONTROL
 DC0058  ___________________________________________________________________
 DC0058* NAD 83(1986)-  32 36 43.     (N)    116 42 25.     (W)     SCALED    
 DC0058* NAVD 88     -       265.110  (meters)     869.78   (feet)  ADJUSTED  
 DC0058  ___________________________________________________________________
 DC0058  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DC0058  DYNAMIC HT  -         264.795 (meters)     868.75  (feet)  COMP
 DC0058  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 DC0058
 DC0058  VERT ORDER  -  FIRST     CLASS II
 DC0058
 DC0058.The horizontal coordinates were scaled from a topographic map and have
 DC0058.an estimated accuracy of +/- 6 seconds.
 DC0058
 DC0058.The orthometric height was determined by differential leveling
 DC0058.and adjusted in June 1991.
 DC0058
 DC0058.The geoid height was determined by GEOID03.
 DC0058
 DC0058.The dynamic height is computed by dividing the NAVD 88
 DC0058.geopotential number by the normal gravity value computed on the
 DC0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0058.degrees latitude (g = 980.6199 gals.).
 DC0058
 DC0058.The modeled gravity was interpolated from observed gravity values.
 DC0058
 DC0058;                    North         East    Units  Estimated Accuracy
 DC0058;SPC CA 6     -   549,480.    1,957,110.      MT  (+/- 180 meters Scaled)
 DC0058
 DC0058                          SUPERSEDED SURVEY CONTROL
 DC0058
 DC0058  NGVD 29 (??/??/??)  264.425  (m)          867.53   (f) ADJUSTED    1 2
 DC0058
 DC0058.Superseded values are not recommended for survey control.
 DC0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0058.See file dsdata.txt to determine how the superseded data were derived.
 DC0058
 DC0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS274083(NAD 83)
 DC0058_MARKER: B = BOLT
 DC0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0058_SP_SET: CONCRETE BLOCK
 DC0058_MARK LOGO: NONE  
 DC0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC0058+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2008
 DC0058
 DC0058  HISTORY     - Date     Condition        Report By
 DC0058  HISTORY     - UNK      MONUMENTED       RBNF
 DC0058  HISTORY     - 1955     GOOD             NGS
 DC0058  HISTORY     - 1969     GOOD             CA-073
 DC0058  HISTORY     - 1987     GOOD             NGS
 DC0058  HISTORY     - 20080412 GOOD             LOCSUR
 DC0058
 DC0058                          STATION DESCRIPTION
 DC0058
 DC0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0058'AT BARRETT JUNCTION.
 DC0058'AT BARRETT JUNCTION, ALONG STATE HIGHWAY 94, AT THE T JUNCTION OF
 DC0058'A COUNTY ROAD LEADING NORTHEAST, IN THE TOP OF THE NORTHEAST
 DC0058'CORNER OF A 2- BY 2-FOOT CONCRETE BLOCK WHICH PROJECTS 1 1/2 FEET
 DC0058'ABOVE THE GROUND, 116.5 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY
 DC0058'FROM THE SOUTHWEST CORNER OF BARRETT CAFE AND SERVICE STATION,
 DC0058'94 1/2 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE
 DC0058'ROAD, 39.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET
 DC0058'NORTH OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND
 DC0058'MARKED BY YELLOW PAINTED LETTERS B.M. 2 EL. 867.96.
 DC0058
 DC0058                          STATION RECOVERY (1969)
 DC0058
 DC0058'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0058'RECOVERED IN GOOD CONDITION.
 DC0058
 DC0058                          STATION RECOVERY (1987)
 DC0058
 DC0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0058'RECOVERED IN GOOD CONDITION.
 DC0058
 DC0058                          STATION RECOVERY (2008)
 DC0058
 DC0058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DC0058'RECOVERED IN GOOD CONDITION.  NOW AT BASE OF A SIGN MARKING HIGHWAY
 DC0058'DEATH AND INJURY TOLL AT
 DC0058'N 32 36.698 W 116 42.412
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0690 ***********************************************************************
 DX0690  DESIGNATION -  2
 DX0690  PID         -  DX0690
 DX0690  STATE/COUNTY-  CA/RIVERSIDE
 DX0690  USGS QUAD   -  INDIO (1972)
 DX0690
 DX0690                         *CURRENT SURVEY CONTROL
 DX0690  ___________________________________________________________________
 DX0690* NAD 83(1986)-  33 43 12.     (N)    116 12 55.     (W)     SCALED    
 DX0690* NAVD 88     -        -3.537  (meters)     -11.60   (feet)  ADJUSTED  
 DX0690  ___________________________________________________________________
 DX0690  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DX0690  DYNAMIC HT  -          -3.533 (meters)     -11.59  (feet)  COMP
 DX0690  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 DX0690
 DX0690  VERT ORDER  -  FIRST     CLASS II
 DX0690
 DX0690.The horizontal coordinates were scaled from a topographic map and have
 DX0690.an estimated accuracy of +/- 6 seconds.
 DX0690
 DX0690.The orthometric height was determined by differential leveling
 DX0690.and adjusted in June 1991.
 DX0690
 DX0690.The geoid height was determined by GEOID03.
 DX0690
 DX0690.The dynamic height is computed by dividing the NAVD 88
 DX0690.geopotential number by the normal gravity value computed on the
 DX0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0690.degrees latitude (g = 980.6199 gals.).
 DX0690
 DX0690.The modeled gravity was interpolated from observed gravity values.
 DX0690
 DX0690;                    North         East    Units  Estimated Accuracy
 DX0690;SPC CA 6     -   672,270.    2,003,220.      MT  (+/- 180 meters Scaled)
 DX0690
 DX0690                          SUPERSEDED SURVEY CONTROL
 DX0690
 DX0690  NGVD 29 (??/??/??)   -4.238  (m)          -13.90   (f) ADJUSTED    1 2
 DX0690
 DX0690.Superseded values are not recommended for survey control.
 DX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0690.See file dsdata.txt to determine how the superseded data were derived.
 DX0690
 DX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT727313(NAD 83)
 DX0690_MARKER: DD = SURVEY DISK
 DX0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0690_SP_SET: CONCRETE POST
 DX0690_STAMPING: 2
 DX0690_MARK LOGO: CADH  
 DX0690_PROJECTION: FLUSH
 DX0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0690+STABILITY: SURFACE MOTION
 DX0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0690+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 DX0690
 DX0690  HISTORY     - Date     Condition        Report By
 DX0690  HISTORY     - UNK      MONUMENTED       CADH
 DX0690  HISTORY     - 1955     GOOD             NGS
 DX0690  HISTORY     - 1988     GOOD             NGS
 DX0690  HISTORY     - 19990319 GOOD             NGS
 DX0690
 DX0690                          STATION DESCRIPTION
 DX0690
 DX0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0690'AT INDIO.
 DX0690'AT INDIO, ALONG U.S. HIGHWAY 99, 0.1 MILE SOUTHEAST OF THE
 DX0690'INTERSECTION OF JACKSON STREET, IN THE TRAFFIC ISLAND OF THE
 DX0690'DIVIDED HIGHWAY, AT A CURB REFLECTOR, 8.7 FEET SOUTHWEST OF THE
 DX0690'SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE, 3.4 FEET NORTHEAST
 DX0690'OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE, ABOUT 1/2
 DX0690'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DX0690'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DX0690
 DX0690                          STATION RECOVERY (1988)
 DX0690
 DX0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0690'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 DX0690'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0690'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, IN THE
 DX0690'AVENUE MEDIAN, 48.0 M (157.5 FT) SOUTHEAST OF THE CENTER OF THE
 DX0690'JACKSON STREET OVERCROSSING, 34.2 M (112.2 FT) NORTHWEST OF THE BENCH
 DX0690'MARK 3 CAHD, 2.7 M (8.9 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE
 DX0690'MEDIAN, 1.0 M (3.3 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN.
 DX0690
 DX0690                          STATION RECOVERY (1999)
 DX0690
 DX0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DX0690'1.0 KM (0.60 MI) NORTHERLY ALONG INDIO AVENUE FROM THE JUNCTION OF
 DX0690'STATE HIGHWAY 111 IN INDIO, IN THE MEDIAN OF THE AVENUE, 49.2 M (161.4
 DX0690'FT) SOUTHEAST OF THE OVERHEAD CROSSING OF JACKSON STREET, 34.2 M
 DX0690'(112.2 FT) NORTHWEST OF BENCH MARK 3, 3.7 M (12.1 FT) SOUTHWEST OF THE
 DX0690'NORTHEAST CURB OF THE MEDIAN, 1.3 M (4.3 FT) NORTHEAST OF THE
 DX0690'SOUTHWEST CURB OF THE MEDIAN, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 DX0690'AVENUE, AND THE MONUMENT IS FLUSH WITH THE MEDIAN.  NOTE--THE MONUMENT
 DX0690'IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1396 ***********************************************************************
 DX1396  DESIGNATION -  2
 DX1396  PID         -  DX1396
 DX1396  STATE/COUNTY-  CA/RIVERSIDE
 DX1396  USGS QUAD   -  PECHANGA (1988)
 DX1396
 DX1396                         *CURRENT SURVEY CONTROL
 DX1396  ___________________________________________________________________
 DX1396* NAD 83(1986)-  33 28 38.     (N)    117 06 43.     (W)     SCALED    
 DX1396* NAVD 88     -       319.30   (+/-2cm)    1047.6    (feet)  VERTCON   
 DX1396  ___________________________________________________________________
 DX1396  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DX1396  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1396
 DX1396.The horizontal coordinates were scaled from a topographic map and have
 DX1396.an estimated accuracy of +/- 6 seconds.
 DX1396
 DX1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1396.The vertical order pertains to the NGVD 29 superseded value.
 DX1396
 DX1396.The geoid height was determined by GEOID03.
 DX1396
 DX1396;                    North         East    Units  Estimated Accuracy
 DX1396;SPC CA 6     -   645,680.    1,919,890.      MT  (+/- 180 meters Scaled)
 DX1396
 DX1396                          SUPERSEDED SURVEY CONTROL
 DX1396
 DX1396  NGVD 29 (??/??/??)  318.597  (m)         1045.26   (f) ADJUSTED    1 2
 DX1396
 DX1396.Superseded values are not recommended for survey control.
 DX1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1396.See file dsdata.txt to determine how the superseded data were derived.
 DX1396
 DX1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT895041(NAD 83)
 DX1396_MARKER: P = PIPE CAP
 DX1396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1396_STAMPING: VAILCO  1044.84
 DX1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1396
 DX1396  HISTORY     - Date     Condition        Report By
 DX1396  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1396  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1396
 DX1396                          STATION DESCRIPTION
 DX1396
 DX1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1396'3.1 MI E FROM TEMECULA.
 DX1396'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1396'POST OFFICE AT TEMECULA, THENCE 1.3 MILES EAST ALONG STATE
 DX1396'HIGHWAY 71, 0.5 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD
 DX1396'LEADING NORTHWEST, 0.4 MILE NORTHEAST OF THE JUNCTION OF A DIRT
 DX1396'ROAD LEADING SOUTH, NEAR AN EAST-WEST FENCE LINE AND NORTH
 DX1396'OF THE HIGHWAY, A VAILCO . CAP RIVETED TO THE TOP OF AN IRON
 DX1396'PIPE.  NOTE-- AN IRON PIPE WAS FOUND NEAR THE AREA BUT THERE
 DX1396'WAS NO CAP ON IT SO IT IS NOT SURE IT IS THE RIGHT PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0740 ***********************************************************************
 DX0740  DESIGNATION -  2
 DX0740  PID         -  DX0740
 DX0740  STATE/COUNTY-  CA/RIVERSIDE
 DX0740  USGS QUAD   -  RANCHO MIRAGE (1996)
 DX0740
 DX0740                         *CURRENT SURVEY CONTROL
 DX0740  ___________________________________________________________________
 DX0740* NAD 83(1986)-  33 38 53.     (N)    116 24 17.     (W)     SCALED    
 DX0740* NAVD 88     -       655.663  (meters)    2151.12   (feet)  ADJUSTED  
 DX0740  ___________________________________________________________________
 DX0740  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DX0740  DYNAMIC HT  -         654.868 (meters)    2148.51  (feet)  COMP
 DX0740  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 DX0740
 DX0740  VERT ORDER  -  FIRST     CLASS II
 DX0740
 DX0740.The horizontal coordinates were scaled from a topographic map and have
 DX0740.an estimated accuracy of +/- 6 seconds.
 DX0740
 DX0740.The orthometric height was determined by differential leveling
 DX0740.and adjusted in July 2002.
 DX0740.No vertical observational check was made to the station.
 DX0740
 DX0740.The geoid height was determined by GEOID03.
 DX0740
 DX0740.The dynamic height is computed by dividing the NAVD 88
 DX0740.geopotential number by the normal gravity value computed on the
 DX0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0740.degrees latitude (g = 980.6199 gals.).
 DX0740
 DX0740.The modeled gravity was interpolated from observed gravity values.
 DX0740
 DX0740;                    North         East    Units  Estimated Accuracy
 DX0740;SPC CA 6     -   664,300.    1,985,650.      MT  (+/- 180 meters Scaled)
 DX0740
 DX0740                          SUPERSEDED SURVEY CONTROL
 DX0740
 DX0740  NGVD 29 (??/??/??)  654.848  (m)         2148.45   (f) ADJUSTED    2 0
 DX0740
 DX0740.Superseded values are not recommended for survey control.
 DX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0740.See file dsdata.txt to determine how the superseded data were derived.
 DX0740
 DX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT551232(NAD 83)
 DX0740_MARKER: P = PIPE CAP
 DX0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0740_SP_SET: CULVERT
 DX0740_STAMPING: NO 2
 DX0740_MARK LOGO: BPR   
 DX0740_MAGNETIC: P = MARKER IS A STEEL PIPE
 DX0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0740+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 DX0740
 DX0740  HISTORY     - Date     Condition        Report By
 DX0740  HISTORY     - UNK      MONUMENTED       BPR
 DX0740  HISTORY     - 1956     GOOD             NGS
 DX0740  HISTORY     - 19990408 GOOD             NGS
 DX0740
 DX0740                          STATION DESCRIPTION
 DX0740
 DX0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0740'8.2 MI S FROM PALM DESERT.
 DX0740'8.2 MILES SOUTH ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 DX0740'AT PALM DESERT, AT THE SOUTHWEST END OF A DEEP CUT THROUGH A
 DX0740'ROCKY POINT, 87.0 FEET SOUTHWEST OF BENCH MARK P 587, 56.4 FEET
 DX0740'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32.7 FEET SOUTHEAST
 DX0740'OF THE CENTER OF THE SOUTHEAST ROCK AND CONCRETE HEAD WALL
 DX0740'OF 24-INCH CORRUGATED METAL PIPE CULVERT P-7.76, ABOUT 7 FEET
 DX0740'LOWER THAN THE HIGHWAY, AND SCREWED ON THE TOP OF A 2 1/2-INCH
 DX0740'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE
 DX0740'DISK IS SLANTING.  THE ROD WAS HELD OVER THE LETTERS IC IN
 DX0740'THE WORD PUBLIC AND RO IN THE WORD ROADS.
 DX0740
 DX0740                          STATION RECOVERY (1999)
 DX0740
 DX0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DX0740'12.2 KM (7.60 MI) SOUTHERLY ALONG STATE HIGHWAY 74 FROM THE JUNCTION
 DX0740'OF STATE HIGHWAY 111 IN PALM DESERT, 28.2 M (92.5 FT) SOUTHWEST OF
 DX0740'BENCH MARK P 587, 17.1 M (56.1 FT) SOUTHEAST OF THE HIGHWAY
 DX0740'CENTERLINE, 10.1 M (33.1 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 DX0740'CULVERT UNDER THE HIGHWAY, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 DX0740'HIGHWAY, AND IS 20 CENTIMETERS BELOW GROUND LEVEL. NOTE--THE MONUMENT
 DX0740'IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0875 ***********************************************************************
 HR0875  DESIGNATION -  2
 HR0875  PID         -  HR0875
 HR0875  STATE/COUNTY-  CA/TUOLUMNE
 HR0875  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0875
 HR0875                         *CURRENT SURVEY CONTROL
 HR0875  ___________________________________________________________________
 HR0875* NAD 83(1986)-  37 52 04.     (N)    119 58 51.     (W)     SCALED    
 HR0875* NAVD 88     -      1173.64   (+/-2cm)    3850.5    (feet)  VERTCON   
 HR0875  ___________________________________________________________________
 HR0875  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 HR0875  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0875
 HR0875.The horizontal coordinates were scaled from a topographic map and have
 HR0875.an estimated accuracy of +/- 6 seconds.
 HR0875
 HR0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0875.The vertical order pertains to the NGVD 29 superseded value.
 HR0875
 HR0875.The geoid height was determined by GEOID03.
 HR0875
 HR0875;                    North         East    Units  Estimated Accuracy
 HR0875;SPC CA 3     -   651,920.    2,045,680.      MT  (+/- 180 meters Scaled)
 HR0875
 HR0875                          SUPERSEDED SURVEY CONTROL
 HR0875
 HR0875  NGVD 29 (??/??/92) 1172.816  (m)         3847.81   (f) ADJ UNCH    1 2
 HR0875
 HR0875.Superseded values are not recommended for survey control.
 HR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0875.See file dsdata.txt to determine how the superseded data were derived.
 HR0875
 HR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB377953(NAD 83)
 HR0875_MARKER: DD = SURVEY DISK
 HR0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0875_STAMPING: 2
 HR0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0875+STABILITY: SURFACE MOTION
 HR0875
 HR0875  HISTORY     - Date     Condition        Report By
 HR0875  HISTORY     - UNK      MONUMENTED       HHWS
 HR0875  HISTORY     - 1956     GOOD             NGS
 HR0875
 HR0875                          STATION DESCRIPTION
 HR0875
 HR0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0875'4.3 MI SW FROM EARLY INTAKE.
 HR0875'4.3 MILES SOUTHWEST ALONG THE CHERRY VALLEY ACCESS ROAD FROM
 HR0875'THE STEEL PLATE GIRDER BRIDGE OVER THE TUOLUMNE RIVER AT EARLY
 HR0875'INTAKE, 0.3 MILE NORTHWEST OF AN ASPHALT STOCKPILE AND A GRADED
 HR0875'AREA AT DREW MEADOWS, ON THE OUTSIDE OF A CURVE, 29 FEET
 HR0875'NORTHEAST OF THE APPROXIMATE CENTER OF A DRY WASH, 20 FEET
 HR0875'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9.0 FEET NORTH OF A
 HR0875'LONE 3- BY 3-FOOT GRANITE BOULDER, 7 FEET NORTHEAST OF THE
 HR0875'LARGEST ONE OF THREE TREES, 1.3 FOOT NORTHEAST OF A WITNESS
 HR0875'POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 HR0875'OF A CONCRETE POST WITH GRANITE BOULDER PROJECTING 0.3 FOOT
 HR0875'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2105 ***********************************************************************
 JS2105  DESIGNATION -  2
 JS2105  PID         -  JS2105
 JS2105  STATE/COUNTY-  CA/SOLANO
 JS2105  USGS QUAD   -  ELMIRA (1980)
 JS2105
 JS2105                         *CURRENT SURVEY CONTROL
 JS2105  ___________________________________________________________________
 JS2105* NAD 83(1986)-  38 15 01.     (N)    121 56 52.     (W)     SCALED    
 JS2105* NAVD 88     -        11.40   (+/-2cm)      37.4    (feet)  VERTCON   
 JS2105  ___________________________________________________________________
 JS2105  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS2105  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2105
 JS2105.The horizontal coordinates were scaled from a topographic map and have
 JS2105.an estimated accuracy of +/- 6 seconds.
 JS2105
 JS2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2105.The vertical order pertains to the NGVD 29 superseded value.
 JS2105
 JS2105.The geoid height was determined by GEOID03.
 JS2105
 JS2105;                    North         East    Units  Estimated Accuracy
 JS2105;SPC CA 2     -   564,790.    2,004,570.      MT  (+/- 180 meters Scaled)
 JS2105
 JS2105                          SUPERSEDED SURVEY CONTROL
 JS2105
 JS2105  NGVD 29 (??/??/92)   10.625  (m)           34.86   (f) ADJ UNCH    1 2
 JS2105
 JS2105.Superseded values are not recommended for survey control.
 JS2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2105.See file dsdata.txt to determine how the superseded data were derived.
 JS2105
 JS2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH920341(NAD 83)
 JS2105_MARKER: P = PIPE CAP
 JS2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2105_STAMPING: 2 35.01
 JS2105_MARK LOGO: USE   
 JS2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2105+STABILITY: SURFACE MOTION
 JS2105
 JS2105  HISTORY     - Date     Condition        Report By
 JS2105  HISTORY     - UNK      MONUMENTED       DOD
 JS2105  HISTORY     - 1946     GOOD             CGS
 JS2105  HISTORY     - 1958     MARK NOT FOUND   CGS
 JS2105
 JS2105                          STATION DESCRIPTION
 JS2105
 JS2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JS2105'5.6 MI E FROM FAIRFIELD.
 JS2105'ABOUT 5.6 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE
 JS2105'AT FAIRFIELD, AT THE FAIRFIELD-SUISUN ARMY AIR BASE, AT THE
 JS2105'NORTHEAST ANGLE OF THE INTERSECTION OF THE NORTH AND SOUTH
 JS2105'RUNWAY AND THE NORTHEAST AND SOUTHWEST RUNWAY, 160 FEET
 JS2105'NORTHWEST OF THE NORTHWEST EDGE OF THE ASPHALT PAVEMENT OF THE
 JS2105'NORTHEAST AND SOUTHWEST RUNWAY, 160 FEET EAST OF THE EAST EDGE
 JS2105'OF THE PAVEMENT OF THE NORTH AND SOUTH RUNWAY, 70 FEET NORTHEAST
 JS2105'OF THE NORTHEAST CORNER OF THE CONCRETE WALL OF A CATCH DRAINAGE
 JS2105'BASIN, A STANDARD BRONZE CAP RIVETED ON THE TOP OF A 3 INCH IRON
 JS2105'PIPE ENCASED IN A CONCRETE POST AND EXTENDING ABOUT 1.3 FEET ABOVE
 JS2105'THE IMMEDIATE GROUND LEVEL.  NOTE-- 1958 - RUNWAYS HAVE BEEN
 JS2105'CHANGED.
 JS2105
 JS2105                          STATION RECOVERY (1958)
 JS2105
 JS2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JS2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0582 ***********************************************************************
 JT0582  DESIGNATION -  2
 JT0582  PID         -  JT0582
 JT0582  STATE/COUNTY-  CA/SOLANO
 JT0582  USGS QUAD   -  BENICIA (1980)
 JT0582
 JT0582                         *CURRENT SURVEY CONTROL
 JT0582  ___________________________________________________________________
 JT0582* NAD 83(1986)-  38 05 03.     (N)    122 13 57.     (W)     SCALED    
 JT0582* NAVD 88     -        13.15   (+/-2cm)      43.1    (feet)  VERTCON   
 JT0582  ___________________________________________________________________
 JT0582  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JT0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0582
 JT0582.The horizontal coordinates were scaled from a topographic map and have
 JT0582.an estimated accuracy of +/- 6 seconds.
 JT0582
 JT0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0582.The vertical order pertains to the NGVD 29 superseded value.
 JT0582
 JT0582.The geoid height was determined by GEOID03.
 JT0582
 JT0582;                    North         East    Units  Estimated Accuracy
 JT0582;SPC CA 2     -   546,370.    1,979,600.      MT  (+/- 180 meters Scaled)
 JT0582
 JT0582                          SUPERSEDED SURVEY CONTROL
 JT0582
 JT0582  NGVD 29 (??/??/92)   12.33   (m)           40.5    (f) COMPUTED    1 2
 JT0582
 JT0582.Superseded values are not recommended for survey control.
 JT0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0582.See file dsdata.txt to determine how the superseded data were derived.
 JT0582
 JT0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH673154(NAD 83)
 JT0582_MARKER: DD = SURVEY DISK
 JT0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0582_SP_SET: CULVERT
 JT0582_STAMPING: 2
 JT0582_MARK LOGO: CADH  
 JT0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0582
 JT0582  HISTORY     - Date     Condition        Report By
 JT0582  HISTORY     - UNK      MONUMENTED       CADH
 JT0582  HISTORY     - 1956     GOOD             CGS
 JT0582  HISTORY     - 1961     GOOD             CGS
 JT0582
 JT0582                          STATION DESCRIPTION
 JT0582
 JT0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JT0582'AT VALLEJO.
 JT0582'AT VALLEJO, 0.75 MILE SOUTH ALONG U.S. HIGHWAY 40 FROM THE
 JT0582'INTERSECTION OF BENICIA ROAD, IN T 2 N, R 3 W, 0.05 MILE SOUTH
 JT0582'OF THE MAGAZINE STREET OVERPASS (BRIDGE OVER U.S. HIGHWAY 40),
 JT0582'IN A BAR PIT, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER
 JT0582'AN ACCESS ROAD (UNDER CONSTRUCTION) IN THE TOP OF THE EAST END
 JT0582'OF THE NORTH CONCRETE HEAD WALL, 20 1/2 FEET EAST OF THE EAST
 JT0582'EDGE OF THE CONCRETE CURB OF THE ACCESS ROAD, AND ABOUT 2 1/2 FEET
 JT0582'LOWER THAN THE ROAD.
 JT0582
 JT0582                          STATION RECOVERY (1961)
 JT0582
 JT0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2047 ***********************************************************************
 HS2047  DESIGNATION -  2
 HS2047  PID         -  HS2047
 HS2047  STATE/COUNTY-  CA/STANISLAUS
 HS2047  USGS QUAD   -  ESCALON (1976)
 HS2047
 HS2047                         *CURRENT SURVEY CONTROL
 HS2047  ___________________________________________________________________
 HS2047* NAD 83(1986)-  37 45 17.     (N)    120 53 41.     (W)     SCALED    
 HS2047* NAVD 88     -        41.98   (+/-2cm)     137.7    (feet)  VERTCON   
 HS2047  ___________________________________________________________________
 HS2047  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HS2047  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2047
 HS2047.The horizontal coordinates were scaled from a topographic map and have
 HS2047.an estimated accuracy of +/- 6 seconds.
 HS2047
 HS2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2047.The vertical order pertains to the NGVD 29 superseded value.
 HS2047
 HS2047.The geoid height was determined by GEOID03.
 HS2047
 HS2047;                    North         East    Units  Estimated Accuracy
 HS2047;SPC CA 3     -   639,320.    1,965,220.      MT  (+/- 180 meters Scaled)
 HS2047
 HS2047                          SUPERSEDED SURVEY CONTROL
 HS2047
 HS2047  NGVD 29 (??/??/92)   41.234  (m)          135.28   (f) ADJ UNCH    1 2
 HS2047
 HS2047.Superseded values are not recommended for survey control.
 HS2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2047.See file dsdata.txt to determine how the superseded data were derived.
 HS2047
 HS2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG854806(NAD 83)
 HS2047_MARKER: B = BOLT
 HS2047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2047_SP_SET: CULVERT
 HS2047_STAMPING: 134.89
 HS2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2047
 HS2047  HISTORY     - Date     Condition        Report By
 HS2047  HISTORY     - UNK      MONUMENTED       OID
 HS2047  HISTORY     - 1946     GOOD             NGS
 HS2047  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2047  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS2047
 HS2047                          STATION DESCRIPTION
 HS2047
 HS2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HS2047'2.7 MI SW FROM OAKDALE.
 HS2047'2.7 MILES SOUTHWEST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE
 HS2047'SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, 55.0 FEET EAST AND
 HS2047'ACROSS THE HIGHWAY FROM POWERPOLE NO. 72, 13.0 FEET SOUTH OF THE
 HS2047'CENTER LINE OF THE HIGHWAY, AN IRON BOLT SET IN A LARGE WASHER
 HS2047'IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF CULVERT NO. 664+00,
 HS2047'AND ABOUT 2 FEET ABOVE THE HIGHWAY.
 HS2047
 HS2047                          STATION RECOVERY (1986)
 HS2047
 HS2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2047'NOT RECOVERED.  HEADWALL NO LONGER EXISTS.
 HS2047
 HS2047                          STATION RECOVERY (1987)
 HS2047
 HS2047'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0330 ***********************************************************************
 JT0330  DESIGNATION -  2
 JT0330  PID         -  JT0330
 JT0330  STATE/COUNTY-  CA/SOLANO
 JT0330  USGS QUAD   -  MARE ISLAND (1980)
 JT0330
 JT0330                         *CURRENT SURVEY CONTROL
 JT0330  ___________________________________________________________________
 JT0330* NAD 83(1986)-  38 06 08.     (N)    122 15 41.     (W)     SCALED    
 JT0330* NAVD 88     -         3.33   (+/-2cm)      10.9    (feet)  VERTCON   
 JT0330  ___________________________________________________________________
 JT0330  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0330  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0330
 JT0330.The horizontal coordinates were scaled from a topographic map and have
 JT0330.an estimated accuracy of +/- 6 seconds.
 JT0330
 JT0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0330.The vertical order pertains to the NGVD 29 superseded value.
 JT0330
 JT0330.The geoid height was determined by GEOID03.
 JT0330
 JT0330;                    North         East    Units  Estimated Accuracy
 JT0330;SPC CA 2     -   548,380.    1,977,070.      MT  (+/- 180 meters Scaled)
 JT0330
 JT0330                          SUPERSEDED SURVEY CONTROL
 JT0330
 JT0330  NGVD 29 (??/??/92)    2.54   (m)            8.3    (f) COMPUTED    1 2
 JT0330
 JT0330.Superseded values are not recommended for survey control.
 JT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0330.See file dsdata.txt to determine how the superseded data were derived.
 JT0330
 JT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647174(NAD 83)
 JT0330_MARKER: DD = SURVEY DISK
 JT0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0330_SP_SET: SEWER HEADWALL
 JT0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0330
 JT0330  HISTORY     - Date     Condition        Report By
 JT0330  HISTORY     - UNK      MONUMENTED       CA4020
 JT0330  HISTORY     - 1950     GOOD             NGS
 JT0330  HISTORY     - 1956     GOOD             NGS
 JT0330  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0330
 JT0330                          STATION DESCRIPTION
 JT0330
 JT0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0330'AT VALLEJO.
 JT0330'AT VALLEJO, AT THE SOUTHEAST CORNER OF BRANCIFORTE AND
 JT0330'VIRGINIA STREETS, AT A CITY STORM SEWER, IN THE TOP OF
 JT0330'NORTHEAST END OF CONCRETE HEADWALL, 7.9 FEET EAST OF A
 JT0330'POINT IN LINE WITH THE EAST CURB OF BRANCIFORTE STREET, 2.4
 JT0330'FEET SOUTH OF A POINT IN LINE WITH THE SOUTH CURB OF
 JT0330'VIRGINIA STREET, 1.0 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF A
 JT0330'ROUNDED CURB, AND FLUSH WITH THE SIDEWALK.
 JT0330
 JT0330                          STATION RECOVERY (1956)
 JT0330
 JT0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JT0330'RECOVERED IN GOOD CONDITION.
 JT0330
 JT0330                          STATION RECOVERY (1987)
 JT0330
 JT0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0121 ***********************************************************************
 HR0121  DESIGNATION -  2
 HR0121  PID         -  HR0121
 HR0121  STATE/COUNTY-  CA/MONO
 HR0121  USGS QUAD   -  JUNE LAKE (1994)
 HR0121
 HR0121                         *CURRENT SURVEY CONTROL
 HR0121  ___________________________________________________________________
 HR0121* NAD 83(1986)-  37 46 15.     (N)    119 00 32.     (W)     SCALED    
 HR0121* NAVD 88     -      2452.294  (meters)    8045.57   (feet)  ADJUSTED  
 HR0121  ___________________________________________________________________
 HR0121  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 HR0121  DYNAMIC HT  -        2449.136 (meters)    8035.21  (feet)  COMP
 HR0121  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 HR0121  OBS GRAVITY -     979,256.2   (mgal)                       GRAV_OBS
 HR0121
 HR0121  VERT ORDER  -  FIRST     CLASS I
 HR0121
 HR0121.The horizontal coordinates were scaled from a topographic map and have
 HR0121.an estimated accuracy of +/- 6 seconds.
 HR0121
 HR0121.The orthometric height was determined by differential leveling
 HR0121.and adjusted in June 1991.
 HR0121.WARNING-Repeat measurements at this control monument indicate possible
 HR0121.vertical movement.
 HR0121
 HR0121.The geoid height was determined by GEOID03.
 HR0121
 HR0121.The dynamic height is computed by dividing the NAVD 88
 HR0121.geopotential number by the normal gravity value computed on the
 HR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0121.degrees latitude (g = 980.6199 gals.).
 HR0121
 HR0121.The modeled gravity was interpolated from observed gravity values.
 HR0121.The observed gravity was obtained from relative gravimeter ties
 HR0121.to the IGSN71 gravity network.
 HR0121
 HR0121;                    North         East    Units  Estimated Accuracy
 HR0121;SPC CA 3     -   642,090.    2,131,360.      MT  (+/- 180 meters Scaled)
 HR0121
 HR0121                          SUPERSEDED SURVEY CONTROL
 HR0121
 HR0121  NGVD 29 (??/??/92) 2450.730  (m)         8040.44   (f) ADJ UNCH    1 1
 HR0121
 HR0121.Superseded values are not recommended for survey control.
 HR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0121.See file dsdata.txt to determine how the superseded data were derived.
 HR0121
 HR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB230822(NAD 83)
 HR0121_MARKER: P = PIPE CAP
 HR0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0121_SP_SET: METAL PIPE IN CONCRETE
 HR0121_STAMPING: 2
 HR0121_MARK LOGO: CA1980
 HR0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0121+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR0121
 HR0121  HISTORY     - Date     Condition        Report By
 HR0121  HISTORY     - UNK      MONUMENTED       CA1980
 HR0121  HISTORY     - 1957     GOOD             NGS
 HR0121  HISTORY     - 1985     GOOD             USGS
 HR0121  HISTORY     - 1986     GOOD             NGS
 HR0121  HISTORY     - 1987     GOOD             NGS
 HR0121  HISTORY     - 19881010 GOOD             NGS
 HR0121
 HR0121                          STATION DESCRIPTION
 HR0121
 HR0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0121'2.1 MI NW FROM CRESTVIEW.
 HR0121'2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE CALIFORNIA
 HR0121'DIVISION OF HIGHWAYS MAINTENANCE STATION AT CRESTVIEW, IN
 HR0121'R 27 E, T 2 S, IN THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER
 HR0121'OF SECTION 16, AT DEADMAN SUMMIT, 0.05 MILE SOUTH OF THE Y
 HR0121'JUNCTION OF A GRAVELED ROAD LEADING NORTH, 70 FEET SOUTHWEST
 HR0121'OF THE CENTER LINE OF THE HIGHWAY, 7 1/2 FEET SOUTHEAST OF A
 HR0121'30-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.2 FEET SOUTHEAST
 HR0121'OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY,
 HR0121'AND RIVETED ON THE TOP OF A 2 1/2-INCH IRON PIPE ENCASED IN
 HR0121'CONCRETE AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HR0121
 HR0121                          STATION RECOVERY (1985)
 HR0121
 HR0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0121'RECOVERED IN GOOD CONDITION.
 HR0121
 HR0121                          STATION RECOVERY (1986)
 HR0121
 HR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0121'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.44 KM (2.76
 HR0121'MI) NORTHEAST ALONG STATE HIGHWAY 158 FROM THE POST OFFICE IN JUNE
 HR0121'LAKE, THENCE 6.4KM (3.98 MI) SOUTH ALONG US HIGHWAY 395, 21.6 METERS
 HR0121'(71 FT) SOUTHWEST OF THE CENTER OF THE 4-LANES OF THE HIGHWAY, 0.9
 HR0121'METER (3 FT) SOUTHEAST OF A 39-INCH PINE TREE AND ABOUT 256-FEET
 HR0121'SOUTHEAST OF A SIGN DEADMANS SUMMIT.  A CITY OF LOS ANGELES,
 HR0121'DEPARTMENT OF WATER AND POWER, BUREAU WATER WORKS AND SUPPLY CAP
 HR0121'RIVITED ON THE TOP OF A 2 1/2-INCH IRON PIPE ENCASED IN CONCRETE
 HR0121'PROJECTING 8 CENTIMETERS ABOVE THE GROUND.
 HR0121'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 HR0121'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 HR0121
 HR0121                          STATION RECOVERY (1987)
 HR0121
 HR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0121'RECOVERED IN GOOD CONDITION.
 HR0121
 HR0121                          STATION RECOVERY (1988)
 HR0121
 HR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FS0700 ***********************************************************************
 FS0700  DESIGNATION -  2
 FS0700  PID         -  FS0700
 FS0700  STATE/COUNTY-  CA/SAN BERNARDINO
 FS0700  USGS QUAD   -  MESCAL RANGE (1983)
 FS0700
 FS0700                         *CURRENT SURVEY CONTROL
 FS0700  ___________________________________________________________________
 FS0700* NAD 83(1986)-  35 28 22.     (N)    115 35 39.     (W)     SCALED    
 FS0700* NAVD 88     -      1344.97   (+/-2cm)    4412.6    (feet)  VERTCON   
 FS0700  ___________________________________________________________________
 FS0700  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FS0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FS0700
 FS0700.The horizontal coordinates were scaled from a topographic map and have
 FS0700.an estimated accuracy of +/- 6 seconds.
 FS0700
 FS0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS0700.The vertical order pertains to the NGVD 29 superseded value.
 FS0700
 FS0700.The geoid height was determined by GEOID03.
 FS0700
 FS0700;                    North         East    Units  Estimated Accuracy
 FS0700;SPC CA 5     -   721,450.    2,218,330.      MT  (+/- 180 meters Scaled)
 FS0700
 FS0700                          SUPERSEDED SURVEY CONTROL
 FS0700
 FS0700  NGVD 29 (??/??/92) 1344.036  (m)         4409.56   (f) ADJ UNCH    2 0
 FS0700
 FS0700.Superseded values are not recommended for survey control.
 FS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS0700.See file dsdata.txt to determine how the superseded data were derived.
 FS0700
 FS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV275263(NAD 83)
 FS0700_MARKER: DD = SURVEY DISK
 FS0700_SETTING: 0 = UNSPECIFIED SETTING
 FS0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS0700
 FS0700  HISTORY     - Date     Condition        Report By
 FS0700  HISTORY     - UNK      MONUMENTED       CADH
 FS0700  HISTORY     - 1935     GOOD             NGS
 FS0700  HISTORY     - 1979     MARK NOT FOUND   USGS
 FS0700
 FS0700                          STATION DESCRIPTION
 FS0700
 FS0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FS0700'30.9 MI NE FROM BAKER.
 FS0700'30.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM BAKER, SAN
 FS0700'BERNARDINO COUNTY, ABOUT 600 FEET SOUTHWEST OF THE CLARK MOUNTAIN
 FS0700'SERVICE STATION, AND 55 FEET WEST OF THE CENTERLINE OF THE
 FS0700'HIGHWAY.  A CALIFORNIA STATE DIVISION OF HIGHWAYS STANDARD
 FS0700'RIGHT-OF-WAY MARKER.
 FS0700
 FS0700                          STATION RECOVERY (1979)
 FS0700
 FS0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 FS0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4869 ***********************************************************************
 EW4869  DESIGNATION -  2 1 68 LA CITY/COUNTY
 EW4869  PID         -  EW4869
 EW4869  STATE/COUNTY-  CA/LOS ANGELES
 EW4869  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4869
 EW4869                         *CURRENT SURVEY CONTROL
 EW4869  ___________________________________________________________________
 EW4869* NAD 83(1986)-  34 20 12.     (N)    118 30 13.     (W)     SCALED    
 EW4869* NAVD 88     -       452.81   (+/-2cm)    1485.6    (feet)  VERTCON   
 EW4869  ___________________________________________________________________
 EW4869  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 EW4869  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4869
 EW4869.The horizontal coordinates were scaled from a topographic map and have
 EW4869.an estimated accuracy of +/- 6 seconds.
 EW4869
 EW4869.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4869.The vertical order pertains to the NGVD 29 superseded value.
 EW4869
 EW4869.The geoid height was determined by GEOID03.
 EW4869
 EW4869;                    North         East    Units  Estimated Accuracy
 EW4869;SPC CA 5     -   592,920.    1,953,660.      MT  (+/- 180 meters Scaled)
 EW4869
 EW4869                          SUPERSEDED SURVEY CONTROL
 EW4869
 EW4869  NGVD 29 (??/??/92)  451.974  (m)         1482.85   (f) ADJ UNCH    1 2
 EW4869
 EW4869.Superseded values are not recommended for survey control.
 EW4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4869.See file dsdata.txt to determine how the superseded data were derived.
 EW4869
 EW4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU616005(NAD 83)
 EW4869_MARKER: DD = SURVEY DISK
 EW4869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4869_STAMPING: BOUNDARY LACO CITY OF LA 2-1-68
 EW4869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4869+STABILITY: SURFACE MOTION
 EW4869
 EW4869  HISTORY     - Date     Condition        Report By
 EW4869  HISTORY     - 1968     MONUMENTED       CA1980
 EW4869
 EW4869                          STATION DESCRIPTION
 EW4869
 EW4869'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4869'AT LOS ANGELES.
 EW4869'STANDARD SURVEY DISC MONUMENT ON THE INTERSECTION OF THE CENTER
 EW4869'LINE OF SAN FERNANDO ROAD WITH THE NORTHWESTERLY BOUNDARY LINE
 EW4869'OF THE CITY OF LOS ANGELES, 0.13 MILES NORTHWESTERLY FROM THE
 EW4869'TUNNEL STATION BRIDGE 53-72 AT SIERRA HIGHWAY TURN-OFF (TO MINT
 EW4869'CANYON) FROM SAN FERNANDO ROAD, 77 FEET NORTHWESTERLY FROM A
 EW4869'POINT OPPOSITE POWER POLE NO. 93948M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0581 ***********************************************************************
 DY0581  DESIGNATION -  2 11 A LA CO
 DY0581  PID         -  DY0581
 DY0581  STATE/COUNTY-  CA/LOS ANGELES
 DY0581  USGS QUAD   -  WHITTIER (1981)
 DY0581
 DY0581                         *CURRENT SURVEY CONTROL
 DY0581  ___________________________________________________________________
 DY0581* NAD 83(1986)-  33 56 32.     (N)    118 04 21.     (W)     SCALED    
 DY0581* NAVD 88     -        43.85   (+/-2cm)     143.9    (feet)  VERTCON   
 DY0581  ___________________________________________________________________
 DY0581  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DY0581  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0581
 DY0581.The horizontal coordinates were scaled from a topographic map and have
 DY0581.an estimated accuracy of +/- 6 seconds.
 DY0581
 DY0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0581.The vertical order pertains to the NGVD 29 superseded value.
 DY0581
 DY0581.The geoid height was determined by GEOID03.
 DY0581
 DY0581;                    North         East    Units  Estimated Accuracy
 DY0581;SPC CA 5     -   549,060.    1,993,300.      MT  (+/- 180 meters Scaled)
 DY0581
 DY0581                          SUPERSEDED SURVEY CONTROL
 DY0581
 DY0581  NGVD 29 (??/??/92)   43.122  (m)          141.48   (f) ADJ UNCH    1 1
 DY0581
 DY0581.Superseded values are not recommended for survey control.
 DY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0581.See file dsdata.txt to determine how the superseded data were derived.
 DY0581
 DY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT008562(NAD 83)
 DY0581_MARKER: DD = SURVEY DISK
 DY0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0581_STAMPING: BM 2-11 A 1965
 DY0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0581+STABILITY: SURFACE MOTION
 DY0581
 DY0581  HISTORY     - Date     Condition        Report By
 DY0581  HISTORY     - 1965     MONUMENTED       CA1980
 DY0581  HISTORY     - 1968     GOOD             CA1980
 DY0581
 DY0581                          STATION DESCRIPTION
 DY0581
 DY0581'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0581'0.8 MI SE FROM SANTA FE SPRINGS.
 DY0581'0.8 MI SE OF THE SANTA FE SPRINGS CITY HALL, NORWALK BLVD AND
 DY0581'TELEGRAPH RD, AT THE SW CORNER, 3.5 FEET W OF THE W CURB OF
 DY0581'NORWALK BLVD, 2.0 FEET S OF THE S END OF THE CURB RETURN.  SET IN
 DY0581'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9308 ***********************************************************************
 EV9308  DESIGNATION -  2 13
 EV9308  PID         -  EV9308
 EV9308  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9308  USGS QUAD   -  YUCAIPA (1996)
 EV9308
 EV9308                         *CURRENT SURVEY CONTROL
 EV9308  ___________________________________________________________________
 EV9308* NAD 83(1986)-  34 01 09.     (N)    117 05 30.     (W)     SCALED    
 EV9308* NAVD 88     -       630.107  (meters)    2067.28   (feet)  ADJUSTED  
 EV9308  ___________________________________________________________________
 EV9308  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EV9308  DYNAMIC HT  -         629.347 (meters)    2064.78  (feet)  COMP
 EV9308  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 EV9308
 EV9308  VERT ORDER  -  FIRST     CLASS II
 EV9308
 EV9308.The horizontal coordinates were scaled from a topographic map and have
 EV9308.an estimated accuracy of +/- 6 seconds.
 EV9308
 EV9308.The orthometric height was determined by differential leveling
 EV9308.and adjusted in May 1994.
 EV9308
 EV9308.The geoid height was determined by GEOID03.
 EV9308
 EV9308.The dynamic height is computed by dividing the NAVD 88
 EV9308.geopotential number by the normal gravity value computed on the
 EV9308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9308.degrees latitude (g = 980.6199 gals.).
 EV9308
 EV9308.The modeled gravity was interpolated from observed gravity values.
 EV9308
 EV9308;                    North         East    Units  Estimated Accuracy
 EV9308;SPC CA 5     -   557,970.    2,083,900.      MT  (+/- 180 meters Scaled)
 EV9308
 EV9308                          SUPERSEDED SURVEY CONTROL
 EV9308
 EV9308.No superseded survey control is available for this station.
 EV9308
 EV9308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT915642(NAD 83)
 EV9308_MARKER: DD = SURVEY DISK
 EV9308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV9308_SP_SET: DRIVEWAY
 EV9308_STAMPING: NO. 2-13
 EV9308_MARK LOGO: CA-071
 EV9308_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9308+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1992
 EV9308
 EV9308  HISTORY     - Date     Condition        Report By
 EV9308  HISTORY     - 1969     MONUMENTED       CA-071
 EV9308  HISTORY     - 19921214 GOOD             MWDSC
 EV9308
 EV9308                          STATION DESCRIPTION
 EV9308
 EV9308'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9308'YUCAIPA, 3.0 MILES (4.8 KM) SOUTHWEST OF, NEAR THE INTERSECTION OF
 EV9308'13TH ST. AND WEST AVE F, 317 FEET (96.6 M) SOUTHWEST OF 13TH ST. AT
 EV9308'RESIDENCE 32658 WEST AVE F, 52 FEET (15.8 M) NORTH OF CENTERLINE OF
 EV9308'AVE., 16.5 FEET (5.0 M) SOUTH AND 7.3 FEET (2.2 M) WEST OF THE
 EV9308'SOUTHWEST CORNER OF RESIDENCE, IN THE CONCRETE DRIVEWAY NEAR ASPHALT
 EV9308'APRON AT FRONT OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0606 ***********************************************************************
 KS0606  DESIGNATION -  2 1557+61.50 WPRR
 KS0606  PID         -  KS0606
 KS0606  STATE/COUNTY-  CA/BUTTE
 KS0606  USGS QUAD   -  PULGA (1994)
 KS0606
 KS0606                         *CURRENT SURVEY CONTROL
 KS0606  ___________________________________________________________________
 KS0606* NAD 83(1986)-  39 49 19.     (N)    121 25 28.     (W)     SCALED    
 KS0606* NAVD 88     -       441.552  (meters)    1448.66   (feet)  ADJUSTED  
 KS0606  ___________________________________________________________________
 KS0606  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 KS0606  DYNAMIC HT  -         441.235 (meters)    1447.62  (feet)  COMP
 KS0606  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 KS0606
 KS0606  VERT ORDER  -  SECOND    CLASS 0
 KS0606
 KS0606.The horizontal coordinates were scaled from a topographic map and have
 KS0606.an estimated accuracy of +/- 6 seconds.
 KS0606
 KS0606.The orthometric height was determined by differential leveling
 KS0606.and adjusted in June 1991.
 KS0606
 KS0606.The geoid height was determined by GEOID03.
 KS0606
 KS0606.The dynamic height is computed by dividing the NAVD 88
 KS0606.geopotential number by the normal gravity value computed on the
 KS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0606.degrees latitude (g = 980.6199 gals.).
 KS0606
 KS0606.The modeled gravity was interpolated from observed gravity values.
 KS0606
 KS0606;                    North         East    Units  Estimated Accuracy
 KS0606;SPC CA 2     -   739,410.    2,049,280.      MT  (+/- 180 meters Scaled)
 KS0606
 KS0606                          SUPERSEDED SURVEY CONTROL
 KS0606
 KS0606  NGVD 29 (??/??/??)  440.625  (m)         1445.62   (f) ADJUSTED    2 0
 KS0606
 KS0606.Superseded values are not recommended for survey control.
 KS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0606.See file dsdata.txt to determine how the superseded data were derived.
 KS0606
 KS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK348091(NAD 83)
 KS0606_MARKER: Q = CHISELED SQUARE
 KS0606_SETTING: 66 = SET IN ROCK OUTCROP
 KS0606_SP_SET: BOULDER
 KS0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0606+STABILITY: POSITION/ELEVATION WELL
 KS0606
 KS0606  HISTORY     - Date     Condition        Report By
 KS0606  HISTORY     - UNK      MONUMENTED       WPRR
 KS0606  HISTORY     - 1935     GOOD             NGS
 KS0606
 KS0606                          STATION DESCRIPTION
 KS0606
 KS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KS0606'1.9 MI NE FROM PULGA.
 KS0606'1.9 MILES NORTHEAST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 KS0606'STATION AT PULGA, BUTTE COUNTY, AT MAYARO SIDING, NEAR MILEPOST
 KS0606'241, 30 FEET SOUTHEAST OF THE TRACK, AND ON THE TOP OF A BOULDER.
 KS0606'THE HIGHEST POINT OF A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9315 ***********************************************************************
 EV9315  DESIGNATION -  2 3
 EV9315  PID         -  EV9315
 EV9315  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9315  USGS QUAD   -  YUCAIPA (1996)
 EV9315
 EV9315                         *CURRENT SURVEY CONTROL
 EV9315  ___________________________________________________________________
 EV9315* NAD 83(1986)-  34 00 57.     (N)    117 02 05.     (W)     SCALED    
 EV9315* NAVD 88     -       789.541  (meters)    2590.35   (feet)  ADJUSTED  
 EV9315  ___________________________________________________________________
 EV9315  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EV9315  DYNAMIC HT  -         788.565 (meters)    2587.15  (feet)  COMP
 EV9315  MODELED GRAV-     979,375.2   (mgal)                       NAVD 88
 EV9315
 EV9315  VERT ORDER  -  FIRST     CLASS II
 EV9315
 EV9315.The horizontal coordinates were scaled from a topographic map and have
 EV9315.an estimated accuracy of +/- 6 seconds.
 EV9315
 EV9315.The orthometric height was determined by differential leveling
 EV9315.and adjusted in May 1994.
 EV9315
 EV9315.The geoid height was determined by GEOID03.
 EV9315
 EV9315.The dynamic height is computed by dividing the NAVD 88
 EV9315.geopotential number by the normal gravity value computed on the
 EV9315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9315.degrees latitude (g = 980.6199 gals.).
 EV9315
 EV9315.The modeled gravity was interpolated from observed gravity values.
 EV9315
 EV9315;                    North         East    Units  Estimated Accuracy
 EV9315;SPC CA 5     -   557,650.    2,089,160.      MT  (+/- 180 meters Scaled)
 EV9315
 EV9315                          SUPERSEDED SURVEY CONTROL
 EV9315
 EV9315.No superseded survey control is available for this station.
 EV9315
 EV9315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT967639(NAD 83)
 EV9315_MARKER: DD = SURVEY DISK
 EV9315_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EV9315_SP_SET: WINGWALL
 EV9315_STAMPING: NO. 2-3
 EV9315_MARK LOGO: CA-071
 EV9315_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9315+STABILITY: SURFACE MOTION
 EV9315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9315+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 EV9315
 EV9315  HISTORY     - Date     Condition        Report By
 EV9315  HISTORY     - UNK      MONUMENTED       CA-071
 EV9315  HISTORY     - 19921214 GOOD             MWDSC
 EV9315  HISTORY     - 20030824 GOOD             USPSQD
 EV9315
 EV9315                          STATION DESCRIPTION
 EV9315
 EV9315'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9315'YUCAIPA, NEAR THE INTERSECTION OF WEST AVE F AND BRYANT ST., 25 FEET
 EV9315'(7.6 M) WEST OF THE CENTERLINE OF BRYANT ST., 27 FEET (8.2 M) NORTH
 EV9315'OF THE CENTERLINE OF WEST AVE.  F, 7 FEET (2.1 M) NORTHEAST OF THE
 EV9315'CENTER OF A CMP CULVERT, 36.94 FEET (11.26 M) NORTHWEST OF AN IRON
 EV9315'PIPE AT THE INTERSECTION OF SAID STREETS.  FOUND A 2 INCH BRASS DISK
 EV9315'SET FLUSH IN TOP OF WING WALL.
 EV9315
 EV9315                          STATION RECOVERY (2003)
 EV9315
 EV9315'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAR)
 EV9315'AVE F HAS BEEN RENAMED TO WILDWOOD CANYON. OTHERWISE STATION
 EV9315'DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1259 ***********************************************************************
 MX1259  DESIGNATION -  2 96 22.90
 MX1259  PID         -  MX1259
 MX1259  STATE/COUNTY-  CA/SISKIYOU
 MX1259  USGS QUAD   -  DILLON MTN (1983)
 MX1259
 MX1259                         *CURRENT SURVEY CONTROL
 MX1259  ___________________________________________________________________
 MX1259* NAD 83(1992)-  41 36 12.66144(N)    123 30 16.83476(W)     ADJUSTED  
 MX1259* NAVD 88     -       251.86   (+/-2cm)     826.3    (feet)  VERTCON   
 MX1259  ___________________________________________________________________
 MX1259  EPOCH DATE  -        1991.35
 MX1259  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 MX1259  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 MX1259  HORZ ORDER  -  SECOND
 MX1259  VERT ORDER  -  THIRD ? (See Below)
 MX1259
 MX1259.The horizontal coordinates were established by classical geodetic methods
 MX1259.and adjusted by the National Geodetic Survey in March 1994.
 MX1259.The horizontal coordinates are valid at the epoch date displayed above.
 MX1259.The epoch date for horizontal control is a decimal equivalence
 MX1259.of Year/Month/Day.
 MX1259
 MX1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1259.The vertical order pertains to the NGVD 29 superseded value.
 MX1259
 MX1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1259
 MX1259.The geoid height was determined by GEOID03.
 MX1259
 MX1259;                    North         East     Units Scale Factor Converg.
 MX1259;SPC CA 1     -   753,161.383 1,874,573.661   MT  0.99998457   -0 59 02.0
 MX1259;SPC CA 1     - 2,470,996.97  6,150,163.75   sFT  0.99998457   -0 59 02.0
 MX1259;UTM  10      - 4,605,879.682   457,945.395   MT  0.99962176   -0 20 06.3
 MX1259
 MX1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1259!SPC CA 1     -   0.99996458  x   0.99998457  =   0.99994915
 MX1259!UTM  10      -   0.99996458  x   0.99962176  =   0.99958635
 MX1259
 MX1259:                Primary Azimuth Mark                     Grid Az
 MX1259:SPC CA 1     -  2 96 23.21                               030 54 29.5
 MX1259:UTM  10      -  2 96 23.21                               030 15 33.8
 MX1259
 MX1259|---------------------------------------------------------------------|
 MX1259| PID    Reference Object                     Distance      Geod. Az  |
 MX1259|                                                           dddmmss.s |
 MX1259| MX1260 2 96 23.21                          APPROX. 0.5 KM 0295527.5 |
 MX1259| CD8921 2 96 22.90 RM 1                       9.046 METERS 13810     |
 MX1259| MX1258 22.85                               373.038 METERS 17112     |
 MX1259|---------------------------------------------------------------------|
 MX1259
 MX1259                          SUPERSEDED SURVEY CONTROL
 MX1259
 MX1259  NAD 83(1986)-  41 36 12.65369(N)    123 30 16.84096(W) AD(1984.00) 2
 MX1259  NAD 27      -  41 36 13.20103(N)    123 30 12.60983(W) AD(       ) 2
 MX1259  NGVD 29 (07/19/86)  250.86   (m)          823.0    (f) LEVELING    3  
 MX1259
 MX1259.Superseded values are not recommended for survey control.
 MX1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1259.See file dsdata.txt to determine how the superseded data were derived.
 MX1259
 MX1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5794505880(NAD 83)
 MX1259_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1259
 MX1259  HISTORY     - Date     Condition        Report By
 MX1259  HISTORY     - 1971     MONUMENTED       CADH
 MX1259
 MX1259                          STATION DESCRIPTION
 MX1259
 MX1259'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1259'THE STATION IS LOCATED ON THE EAST SIDE OF HIGHWAY 96 ABOUT
 MX1259'15 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY CAMP AND ABOUT
 MX1259'2-1/2 AIRLINE MILES NORTH OF BLUE NOSE BRIDGE.
 MX1259'
 MX1259'TO REACH THIS STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1259'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1259'TURN RIGHT AND TRAVEL SOUTH FOR 19.1 MILES, TO A DRIVEWAY AND
 MX1259'A SIGN THOMAS CREEK, AND THE STATION ON THE LEFT.
 MX1259'
 MX1259'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1259'DISK STAMPED USC AND GS 2-96-22.90 1971 SET IN A 10 IN SQUARE
 MX1259'CONCRETE POST, 3 FEET EAST OF THOMAS CREEK SIGN, WITH SURVEY
 MX1259'MONUMENT MARKER.
 MX1259'
 MX1259'THE STATION IS 29 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY
 MX1259'96, 33 FT SOUTHWEST OF CENTERLINE OF DRIVEWAY AND LEVEL
 MX1259'WITH HIGHWAY.
 MX1259'
 MX1259'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1259'STANDARD DISK STAMPED USC AND GS 2-96-22.90 1971 R.M. 1 SET
 MX1259'IN 10 IN SQUARE CONCRETE POST IN FENCE LINE.
 MX1259'
 MX1259'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1260 ***********************************************************************
 MX1260  DESIGNATION -  2 96 23.21
 MX1260  PID         -  MX1260
 MX1260  STATE/COUNTY-  CA/SISKIYOU
 MX1260  USGS QUAD   -  DILLON MTN (1983)
 MX1260
 MX1260                         *CURRENT SURVEY CONTROL
 MX1260  ___________________________________________________________________
 MX1260* NAD 83(1992)-  41 36 27.06554(N)    123 30 05.78795(W)     ADJUSTED  
 MX1260* NAVD 88     -       251.03   (+/-2cm)     823.6    (feet)  VERTCON   
 MX1260  ___________________________________________________________________
 MX1260  EPOCH DATE  -        1991.35
 MX1260  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 MX1260  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 MX1260  HORZ ORDER  -  SECOND
 MX1260  VERT ORDER  -  THIRD ? (See Below)
 MX1260
 MX1260.The horizontal coordinates were established by classical geodetic methods
 MX1260.and adjusted by the National Geodetic Survey in March 1994.
 MX1260.The horizontal coordinates are valid at the epoch date displayed above.
 MX1260.The epoch date for horizontal control is a decimal equivalence
 MX1260.of Year/Month/Day.
 MX1260
 MX1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1260.The vertical order pertains to the NGVD 29 superseded value.
 MX1260
 MX1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1260
 MX1260.The geoid height was determined by GEOID03.
 MX1260
 MX1260;                    North         East     Units Scale Factor Converg.
 MX1260;SPC CA 1     -   753,601.312 1,874,837.039   MT  0.99998552   -0 58 54.8
 MX1260;SPC CA 1     - 2,472,440.30  6,151,027.85   sFT  0.99998552   -0 58 54.8
 MX1260;UTM  10      - 4,606,322.405   458,203.681   MT  0.99962150   -0 19 59.1
 MX1260
 MX1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1260!SPC CA 1     -   0.99996471  x   0.99998552  =   0.99995023
 MX1260!UTM  10      -   0.99996471  x   0.99962150  =   0.99958622
 MX1260
 MX1260:                Primary Azimuth Mark                     Grid Az
 MX1260:SPC CA 1     -  2 96 24.05                               035 49 12.1
 MX1260:UTM  10      -  2 96 24.05                               035 10 16.4
 MX1260
 MX1260|---------------------------------------------------------------------|
 MX1260| PID    Reference Object                     Distance      Geod. Az  |
 MX1260|                                                           dddmmss.s |
 MX1260| MX1151 2 96 24.05                          APPROX. 1.3 KM 0345017.3 |
 MX1260| CD8922 2 96 23.21 RM 1                       4.862 METERS 15945     |
 MX1260| MX1259 2 96 22.90                          APPROX. 0.5 KM 2095534.9 |
 MX1260|---------------------------------------------------------------------|
 MX1260
 MX1260                          SUPERSEDED SURVEY CONTROL
 MX1260
 MX1260  NAD 83(1986)-  41 36 27.05794(N)    123 30 05.79425(W) AD(1984.00) 2
 MX1260  NAD 27      -  41 36 27.60510(N)    123 30 01.56262(W) AD(       ) 2
 MX1260  NGVD 29 (07/19/86)  250.03   (m)          820.3    (f) LEVELING    3  
 MX1260
 MX1260.Superseded values are not recommended for survey control.
 MX1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1260.See file dsdata.txt to determine how the superseded data were derived.
 MX1260
 MX1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5820406322(NAD 83)
 MX1260_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1260
 MX1260  HISTORY     - Date     Condition        Report By
 MX1260  HISTORY     - 1971     MONUMENTED       CADH
 MX1260
 MX1260                          STATION DESCRIPTION
 MX1260
 MX1260'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1260'THE STATION IS LOCATED ON THE EAST SIDE OF HIGHWAY 96 ABOUT
 MX1260'14-1/2 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY CAMP AND 3
 MX1260'AIRLINE MILES NORTHEAST OF BLUE NOSE BRIDGE.
 MX1260'
 MX1260'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1260'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1260'AND TRAVEL SOUTH FOR 18.8 MILES TO THE STATION ON THE LEFT.
 MX1260'THE STATION IS 250 FEET SOUTH OF SWILLUP CREEK BRIDGE AND 28
 MX1260'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 MX1260'
 MX1260'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1260'DISK STAMPED USC AND GS 2-96-23.21 1971 SET IN A 10 IN SQUARE
 MX1260'CONCRETE POST.
 MX1260'
 MX1260'A SURVEY MONUMENT MARKER IS 1.2 FEET EAST.
 MX1260'
 MX1260'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1260'STANDARD DISK STAMPED USC AND GS 2-96-23.12 1971 R.M. 1 SET
 MX1260'IN A DRILL HOLE IN A LARGE ROCK.
 MX1260'
 MX1260'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1151 ***********************************************************************
 MX1151  DESIGNATION -  2 96 24.05
 MX1151  PID         -  MX1151
 MX1151  STATE/COUNTY-  CA/SISKIYOU
 MX1151  USGS QUAD   -  UKONOM MTN (1980)
 MX1151
 MX1151                         *CURRENT SURVEY CONTROL
 MX1151  ___________________________________________________________________
 MX1151* NAD 83(1992)-  41 37 01.14256(N)    123 29 34.18072(W)     ADJUSTED  
 MX1151* NAVD 88     -       275.83   (+/-2cm)     905.0    (feet)  VERTCON   
 MX1151  ___________________________________________________________________
 MX1151  EPOCH DATE  -        1991.35
 MX1151  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 MX1151  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 MX1151  HORZ ORDER  -  SECOND
 MX1151  VERT ORDER  -  THIRD ? (See Below)
 MX1151
 MX1151.The horizontal coordinates were established by classical geodetic methods
 MX1151.and adjusted by the National Geodetic Survey in March 1994.
 MX1151.The horizontal coordinates are valid at the epoch date displayed above.
 MX1151.The epoch date for horizontal control is a decimal equivalence
 MX1151.of Year/Month/Day.
 MX1151
 MX1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1151.The vertical order pertains to the NGVD 29 superseded value.
 MX1151
 MX1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1151
 MX1151.The geoid height was determined by GEOID03.
 MX1151
 MX1151;                    North         East     Units Scale Factor Converg.
 MX1151;SPC CA 1     -   754,639.971 1,875,586.697   MT  0.99998776   -0 58 34.1
 MX1151;SPC CA 1     - 2,475,847.97  6,153,487.36   sFT  0.99998776   -0 58 34.1
 MX1151;UTM  10      - 4,607,369.104   458,941.259   MT  0.99962075   -0 19 38.3
 MX1151
 MX1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1151!SPC CA 1     -   0.99996081  x   0.99998776  =   0.99994857
 MX1151!UTM  10      -   0.99996081  x   0.99962075  =   0.99958157
 MX1151
 MX1151|---------------------------------------------------------------------|
 MX1151| PID    Reference Object                     Distance      Geod. Az  |
 MX1151|                                                           dddmmss.s |
 MX1151| CD8923 2 96 24.05 RM 1                      36.021 METERS 05733     |
 MX1151| MX1153 2 96 24.50                          APPROX. 0.7 KM 0831823.9 |
 MX1151| CD8924 2 96 24.05 RM 2                      20.294 METERS 33312     |
 MX1151|---------------------------------------------------------------------|
 MX1151
 MX1151                          SUPERSEDED SURVEY CONTROL
 MX1151
 MX1151  NAD 83(1986)-  41 37 01.13524(N)    123 29 34.18731(W) AD(1984.00) 2
 MX1151  NAD 27      -  41 37 01.68153(N)    123 29 29.95443(W) AD(       ) 2
 MX1151  NGVD 29 (07/19/86)  274.82   (m)          901.6    (f) LEVELING    3  
 MX1151
 MX1151.Superseded values are not recommended for survey control.
 MX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1151.See file dsdata.txt to determine how the superseded data were derived.
 MX1151
 MX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5894107369(NAD 83)
 MX1151_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1151
 MX1151  HISTORY     - Date     Condition        Report By
 MX1151  HISTORY     - 1971     MONUMENTED       CADH
 MX1151
 MX1151                          STATION DESCRIPTION
 MX1151
 MX1151'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1151'THE STATION IS ALONG HIGHWAY 96 ABOUT 14 AIRLINE MILES SOUTH
 MX1151'SOUTHWEST OF HAPPY CAMP, AND 3.7 AIRLINE MILES NORTHEAST
 MX1151'OF BLUE NOSE BRIDGE.
 MX1151'
 MX1151'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1151'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1151'TURN RIGHT AND TRAVEL SOUTH FOR 17.9 MILES TO THE STATION
 MX1151'ON THE LEFT.  THE STATION IS 33 FEET SOUTH OF THE CENTERLINE
 MX1151'OF THE HIGHWAY AND ABOUT 1 FOOT LOWER AND 150 FEET NORTH OF
 MX1151'A CURVE TO THE LEFT.
 MX1151'
 MX1151'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1151'DISK STAMPED USC AND GS 2-96-24.05 1971 SET IN A 10 IN SQUARE
 MX1151'CONCRETE POST LEVEL WITH THE GROUND.  A SURVEY MONUMENT
 MX1151'MARKER IS 1.2 FEET SOUTHEAST.
 MX1151'
 MX1151'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1151'STANDARD DISK STAMPED USC AND GS 2-96-24.05 1971 R.M. 1 SET
 MX1151'IN TOP OF ROCK HEADWALL.
 MX1151'
 MX1151'REFERENCE MARK 2 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1151'STANDARD DISK STAMPED USC AND GS 2-96-24.05 1971 R.M. 2
 MX1151'SET IN A ROCK FACE IN CUT SLOPE.
 MX1151'
 MX1151'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1153 ***********************************************************************
 MX1153  DESIGNATION -  2 96 24.50
 MX1153  PID         -  MX1153
 MX1153  STATE/COUNTY-  CA/SISKIYOU
 MX1153  USGS QUAD   -  UKONOM MTN (1980)
 MX1153
 MX1153                         *CURRENT SURVEY CONTROL
 MX1153  ___________________________________________________________________
 MX1153* NAD 83(1992)-  41 37 03.70130(N)    123 29 05.11385(W)     ADJUSTED  
 MX1153* NAVD 88     -       297.46   (+/-2cm)     975.9    (feet)  VERTCON   
 MX1153  ___________________________________________________________________
 MX1153  EPOCH DATE  -        1991.35
 MX1153  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 MX1153  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 MX1153  HORZ ORDER  -  SECOND
 MX1153  VERT ORDER  -  THIRD ? (See Below)
 MX1153
 MX1153.The horizontal coordinates were established by classical geodetic methods
 MX1153.and adjusted by the National Geodetic Survey in March 1994.
 MX1153.The horizontal coordinates are valid at the epoch date displayed above.
 MX1153.The epoch date for horizontal control is a decimal equivalence
 MX1153.of Year/Month/Day.
 MX1153
 MX1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1153.The vertical order pertains to the NGVD 29 superseded value.
 MX1153
 MX1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1153
 MX1153.The geoid height was determined by GEOID03.
 MX1153
 MX1153;                    North         East     Units Scale Factor Converg.
 MX1153;SPC CA 1     -   754,707.467 1,876,260.873   MT  0.99998793   -0 58 15.1
 MX1153;SPC CA 1     - 2,476,069.41  6,155,699.21   sFT  0.99998793   -0 58 15.1
 MX1153;UTM  10      - 4,607,444.202   459,614.381   MT  0.99962007   -0 19 19.0
 MX1153
 MX1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1153!SPC CA 1     -   0.99995741  x   0.99998793  =   0.99994534
 MX1153!UTM  10      -   0.99995741  x   0.99962007  =   0.99957750
 MX1153
 MX1153:                Primary Azimuth Mark                     Grid Az
 MX1153:SPC CA 1     -  2 96 25.18                               079 18 33.0
 MX1153:UTM  10      -  2 96 25.18                               078 39 36.9
 MX1153
 MX1153|---------------------------------------------------------------------|
 MX1153| PID    Reference Object                     Distance      Geod. Az  |
 MX1153|                                                           dddmmss.s |
 MX1153| MX1150 2 96 25.18                          APPROX. 1.0 KM 0782017.9 |
 MX1153| CD8925 2 96 24.50 RM 1                       6.791 METERS 35932     |
 MX1153|---------------------------------------------------------------------|
 MX1153
 MX1153                          SUPERSEDED SURVEY CONTROL
 MX1153
 MX1153  NAD 83(1986)-  41 37 03.69415(N)    123 29 05.12046(W) AD(1984.00) 2
 MX1153  NAD 27      -  41 37 04.23927(N)    123 29 00.88801(W) AD(       ) 2
 MX1153  NGVD 29 (07/19/86)  296.45   (m)          972.6    (f) LEVELING    3  
 MX1153
 MX1153.Superseded values are not recommended for survey control.
 MX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1153.See file dsdata.txt to determine how the superseded data were derived.
 MX1153
 MX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5961407444(NAD 83)
 MX1153_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1153
 MX1153  HISTORY     - Date     Condition        Report By
 MX1153  HISTORY     - 1971     MONUMENTED       CADH
 MX1153
 MX1153                          STATION DESCRIPTION
 MX1153
 MX1153'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1153'THE STATION IS ALONG HIGHWAY 96 ABOUT 13.5 AIRLINE MILES
 MX1153'SOUTH SOUTHWEST OF HAPPY CAMP AND 4 AIRLINE MILES NORTHEAST
 MX1153'OF BLUE NOSE BRIDGE.
 MX1153'
 MX1153'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HAPPY
 MX1153'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1153'TURN RIGHT AND TRAVEL SOUTH FOR 17.5 MILES TO THE STATION
 MX1153'ON THE LEFT.
 MX1153'
 MX1153'THE STATION IS 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 MX1153'AND 500 FEET EAST OF A DRINKING FOUNTAIN AND PICNIC AREA
 MX1153'AND 74 FEET WEST OF THE UKONOM CREEK SIGN.
 MX1153'
 MX1153'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1153'DISK STAMPED USC AND GS 2-96-24.50 1971 SET IN A 10 IN SQUARE
 MX1153'CONCRETE POST LEVEL WITH GROUND.  A SURVEY MONUMENT MARKER
 MX1153'IS 2 FEET SOUTH.
 MX1153'
 MX1153'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1153'STANDARD DISK STAMPED USC AND GS 2-96-24.50 1971 R.M. 1 SET
 MX1153'IN A DRILL HOLE IN A ROCK LEVEL WITH THE GROUND.
 MX1153'
 MX1153'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1150 ***********************************************************************
 MX1150  DESIGNATION -  2 96 25.18
 MX1150  PID         -  MX1150
 MX1150  STATE/COUNTY-  CA/SISKIYOU
 MX1150  USGS QUAD   -  UKONOM MTN (1980)
 MX1150
 MX1150                         *CURRENT SURVEY CONTROL
 MX1150  ___________________________________________________________________
 MX1150* NAD 83(1992)-  41 37 10.23902(N)    123 28 22.88696(W)     ADJUSTED  
 MX1150* NAVD 88     -       337.57   (+/-2cm)    1107.5    (feet)  VERTCON   
 MX1150  ___________________________________________________________________
 MX1150  EPOCH DATE  -        1991.35
 MX1150  LAPLACE CORR-           8.82  (seconds)                    DEFLEC99
 MX1150  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 MX1150  HORZ ORDER  -  SECOND
 MX1150  VERT ORDER  -  THIRD ? (See Below)
 MX1150
 MX1150.The horizontal coordinates were established by classical geodetic methods
 MX1150.and adjusted by the National Geodetic Survey in March 1994.
 MX1150.The horizontal coordinates are valid at the epoch date displayed above.
 MX1150.The epoch date for horizontal control is a decimal equivalence
 MX1150.of Year/Month/Day.
 MX1150
 MX1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1150.The vertical order pertains to the NGVD 29 superseded value.
 MX1150
 MX1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1150
 MX1150.The geoid height was determined by GEOID03.
 MX1150
 MX1150;                    North         East     Units Scale Factor Converg.
 MX1150;SPC CA 1     -   754,892.637 1,877,241.722   MT  0.99998837   -0 57 47.5
 MX1150;SPC CA 1     - 2,476,676.93  6,158,917.22   sFT  0.99998837   -0 57 47.5
 MX1150;UTM  10      - 4,607,640.397   460,592.708   MT  0.99961911   -0 18 51.0
 MX1150
 MX1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1150!SPC CA 1     -   0.99995111  x   0.99998837  =   0.99993948
 MX1150!UTM  10      -   0.99995111  x   0.99961911  =   0.99957024
 MX1150
 MX1150|---------------------------------------------------------------------|
 MX1150| PID    Reference Object                     Distance      Geod. Az  |
 MX1150|                                                           dddmmss.s |
 MX1150| MX1149 2 96 25.36                          301.866 METERS 06037     |
 MX1150| CD8926 2 96 25.18 RM 1                       8.952 METERS 07041     |
 MX1150| MX1153 2 96 24.50                          APPROX. 1.0 KM 2582046.0 |
 MX1150|---------------------------------------------------------------------|
 MX1150
 MX1150                          SUPERSEDED SURVEY CONTROL
 MX1150
 MX1150  NAD 83(1986)-  41 37 10.23210(N)    123 28 22.89364(W) AD(1984.00) 2
 MX1150  NAD 27      -  41 37 10.77558(N)    123 28 18.66178(W) AD(       ) 2
 MX1150  NGVD 29 (07/19/86)  336.56   (m)         1104.2    (f) LEVELING    3  
 MX1150
 MX1150.Superseded values are not recommended for survey control.
 MX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1150.See file dsdata.txt to determine how the superseded data were derived.
 MX1150
 MX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6059307640(NAD 83)
 MX1150_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1150
 MX1150  HISTORY     - Date     Condition        Report By
 MX1150  HISTORY     - 1971     MONUMENTED       CADH
 MX1150
 MX1150                          STATION DESCRIPTION
 MX1150
 MX1150'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1150'THE STATION IS ON A POINT LEVELED DURING HIGHWAY CONSTRUCTION.
 MX1150'OVERLOOKING KLAMATH RIVER, THE STATION IS ABOUT 13 AIRLINE
 MX1150'MILES SOUTH SOUTHWEST OF HAPPY CAMP AND ABOUT 4-1/2 MILES
 MX1150'NORTHEAST OF BLUE NOSE BRIDGE.
 MX1150'
 MX1150'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1150'CAMP, GO EAST FOR 0.08 MILE ON DAVIS ROAD TO HIGHWAY 96,
 MX1150'TURN RIGHT AND TRAVEL SOUTH FOR 16.8 MILES TO THE STATION
 MX1150'ON THE LEFT.
 MX1150'
 MX1150'THE STATION IS 125 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 MX1150'AND LEVEL WITH THE ROAD IN A 130 FT X 300 FT PARKING AREA.
 MX1150'
 MX1150'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1150'DISK STAMPED USC AND GS 2-96-25.18 1971 SET IN A 10 IN SQUARE
 MX1150'CONCRETE POST, 0.1 FOOT BELOW GROUND.  A SURVEY MONUMENT
 MX1150'MARKER IS 2.2 FEET SOUTHEAST.
 MX1150'
 MX1150'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1150'STANDARD DISK STAMPED USC AND GS 2-96-25.18 1971 R.M. 1
 MX1150'SET IN DRILL HOLE IN A ROCK LEVEL WITH THE GROUND.
 MX1150'
 MX1150'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1149 ***********************************************************************
 MX1149  DESIGNATION -  2 96 25.36
 MX1149  PID         -  MX1149
 MX1149  STATE/COUNTY-  CA/SISKIYOU
 MX1149  USGS QUAD   -  UKONOM MTN (1980)
 MX1149
 MX1149                         *CURRENT SURVEY CONTROL
 MX1149  ___________________________________________________________________
 MX1149* NAD 83(1992)-  41 37 15.04077(N)    123 28 11.52583(W)     ADJUSTED  
 MX1149* NAVD 88     -       333.00   (+/-2cm)    1092.5    (feet)  VERTCON   
 MX1149  ___________________________________________________________________
 MX1149  EPOCH DATE  -        1991.35
 MX1149  LAPLACE CORR-           9.10  (seconds)                    DEFLEC99
 MX1149  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 MX1149  HORZ ORDER  -  SECOND
 MX1149  VERT ORDER  -  THIRD ? (See Below)
 MX1149
 MX1149.The horizontal coordinates were established by classical geodetic methods
 MX1149.and adjusted by the National Geodetic Survey in March 1994.
 MX1149.The horizontal coordinates are valid at the epoch date displayed above.
 MX1149.The epoch date for horizontal control is a decimal equivalence
 MX1149.of Year/Month/Day.
 MX1149
 MX1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1149.The vertical order pertains to the NGVD 29 superseded value.
 MX1149
 MX1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1149
 MX1149.The geoid height was determined by GEOID03.
 MX1149
 MX1149;                    North         East     Units Scale Factor Converg.
 MX1149;SPC CA 1     -   755,036.340 1,877,507.184   MT  0.99998868   -0 57 40.0
 MX1149;SPC CA 1     - 2,477,148.39  6,159,788.15   sFT  0.99998868   -0 57 40.0
 MX1149;UTM  10      - 4,607,787.043   460,856.429   MT  0.99961885   -0 18 43.5
 MX1149
 MX1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1149!SPC CA 1     -   0.99995183  x   0.99998868  =   0.99994051
 MX1149!UTM  10      -   0.99995183  x   0.99961885  =   0.99957070
 MX1149
 MX1149:                Primary Azimuth Mark                     Grid Az
 MX1149:SPC CA 1     -  2 96 25.63                               023 45 07.0
 MX1149:UTM  10      -  2 96 25.63                               023 06 10.5
 MX1149
 MX1149|---------------------------------------------------------------------|
 MX1149| PID    Reference Object                     Distance      Geod. Az  |
 MX1149|                                                           dddmmss.s |
 MX1149| MX1152 2 96 25.63                          443.738 METERS 0224727.0 |
 MX1149| MX1150 2 96 25.18                          301.866 METERS 24037     |
 MX1149| CD8927 2 96 25.36 RM 1                      26.502 METERS 29801     |
 MX1149|---------------------------------------------------------------------|
 MX1149
 MX1149                          SUPERSEDED SURVEY CONTROL
 MX1149
 MX1149  NAD 83(1986)-  41 37 15.03394(N)    123 28 11.53249(W) AD(1984.00) 2
 MX1149  NAD 27      -  41 37 15.57718(N)    123 28 07.30053(W) AD(       ) 2
 MX1149  NGVD 29 (07/19/86)  331.99   (m)         1089.2    (f) LEVELING    3  
 MX1149
 MX1149.Superseded values are not recommended for survey control.
 MX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1149.See file dsdata.txt to determine how the superseded data were derived.
 MX1149
 MX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6085607787(NAD 83)
 MX1149_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1149
 MX1149  HISTORY     - Date     Condition        Report By
 MX1149  HISTORY     - 1971     MONUMENTED       CADH
 MX1149
 MX1149                          STATION DESCRIPTION
 MX1149
 MX1149'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1149'THE STATION IS 14 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY
 MX1149'CAMP AND 4-1/2 AIRLINE MILES NORTHEAST OF BLUE NOSE BRIDGE,
 MX1149'ON A POINT LEVELED DURING CONSTRUCTION.  OVERLOOKING THE
 MX1149'KLAMATH RIVER.
 MX1149'
 MX1149'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1149'CAMP, GO EAST FOR 0.08 MILE ON DAVIS ROAD TO HIGHWAY 96,
 MX1149'TURN RIGHT AND TRAVEL SOUTH FOR 16.6 MILES TO THE STATION
 MX1149'ON THE LEFT.
 MX1149'
 MX1149'THE STATION IS 61 FEET EAST OF CENTERLINE OF HIGHWAY AND 18
 MX1149'FEET NORTH OF A OUTLET DITCH FOR A 18 IN CULVERT.
 MX1149'
 MX1149'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1149'DISK STAMPED USC AND GS 2-96-25.36 1971 SET IN A 10 IN SQUARE
 MX1149'CONCRETE POST, LEVEL WITH THE GROUND.  A SURVEY MONUMENT
 MX1149'MARKER IS 2 FEET SOUTHEAST.
 MX1149'
 MX1149'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1149'STANDARD DISK STAMPED USC AND GS 2-96-25.36 1971 R.M. 1 SET
 MX1149'IN A DRILL HOLE IN A ROCK HEADWALL FOR AN 18 IN CULVERT.
 MX1149'
 MX1149'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1152 ***********************************************************************
 MX1152  DESIGNATION -  2 96 25.63
 MX1152  PID         -  MX1152
 MX1152  STATE/COUNTY-  CA/SISKIYOU
 MX1152  USGS QUAD   -  UKONOM MTN (1980)
 MX1152
 MX1152                         *CURRENT SURVEY CONTROL
 MX1152  ___________________________________________________________________
 MX1152* NAD 83(1992)-  41 37 28.30072(N)    123 28 04.10042(W)     ADJUSTED  
 MX1152* NAVD 88     -       334.92   (+/-2cm)    1098.8    (feet)  VERTCON   
 MX1152  ___________________________________________________________________
 MX1152  EPOCH DATE  -        1991.35
 MX1152  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 MX1152  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 MX1152  HORZ ORDER  -  SECOND
 MX1152  VERT ORDER  -  THIRD ? (See Below)
 MX1152
 MX1152.The horizontal coordinates were established by classical geodetic methods
 MX1152.and adjusted by the National Geodetic Survey in March 1994.
 MX1152.The horizontal coordinates are valid at the epoch date displayed above.
 MX1152.The epoch date for horizontal control is a decimal equivalence
 MX1152.of Year/Month/Day.
 MX1152
 MX1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1152.The vertical order pertains to the NGVD 29 superseded value.
 MX1152
 MX1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1152
 MX1152.The geoid height was determined by GEOID03.
 MX1152
 MX1152;                    North         East     Units Scale Factor Converg.
 MX1152;SPC CA 1     -   755,442.488 1,877,685.911   MT  0.99998957   -0 57 35.2
 MX1152;SPC CA 1     - 2,478,480.90  6,160,374.53   sFT  0.99998957   -0 57 35.2
 MX1152;UTM  10      - 4,608,195.039   461,030.478   MT  0.99961869   -0 18 38.7
 MX1152
 MX1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1152!SPC CA 1     -   0.99995152  x   0.99998957  =   0.99994110
 MX1152!UTM  10      -   0.99995152  x   0.99961869  =   0.99957023
 MX1152
 MX1152|---------------------------------------------------------------------|
 MX1152| PID    Reference Object                     Distance      Geod. Az  |
 MX1152|                                                           dddmmss.s |
 MX1152| MX1166 2 96 25.86                          370.204 METERS 00306     |
 MX1152| MX1149 2 96 25.36                          443.738 METERS 2024731.9 |
 MX1152|---------------------------------------------------------------------|
 MX1152
 MX1152                          SUPERSEDED SURVEY CONTROL
 MX1152
 MX1152  NAD 83(1986)-  41 37 28.29401(N)    123 28 04.10713(W) AD(1984.00) 2
 MX1152  NAD 27      -  41 37 28.83726(N)    123 27 59.87495(W) AD(       ) 2
 MX1152  NGVD 29 (07/19/86)  333.91   (m)         1095.5    (f) LEVELING    3  
 MX1152
 MX1152.Superseded values are not recommended for survey control.
 MX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1152.See file dsdata.txt to determine how the superseded data were derived.
 MX1152
 MX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6103008195(NAD 83)
 MX1152_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MX1152_STAMPING: USC AND GS 2-96-25.63 1971
 MX1152_MARK LOGO: CADH  
 MX1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX1152+STABILITY: SURFACE MOTION
 MX1152
 MX1152  HISTORY     - Date     Condition        Report By
 MX1152  HISTORY     - 1971     MONUMENTED       CADH
 MX1152
 MX1152                          STATION DESCRIPTION
 MX1152
 MX1152'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1152'THE STATION IS LOCATED 13.8 AIRLINE MILES SOUTH SOUTHWEST
 MX1152'OF HAPPY CAMP AND 5 AIRLINE MILES NORTHEAST OF BLUE NOSE
 MX1152'BRIDGE, AND ON THE EAST SIDE OF HIGHWAY 96.
 MX1152'
 MX1152'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HAPPY
 MX1152'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1152'TURN RIGHT AND TRAVEL SOUTH FOR 16.3 MILES TO THE STATION
 MX1152'ON THE LEFT.  THE STATION IS 36 FEET EAST OF THE CENTERLINE
 MX1152'OF THE HIGHWAY AND ABOUT 1-1/2 FEET HIGHER.  THE STATION
 MX1152'IS SET ON A SMALL TRIANGULAR SHAPED KNOLL ABOUT 30 FEET LONG,
 MX1152'MIDWAY BETWEEN TWO DRIVEWAYS ABOUT 400 FEET APART.
 MX1152'
 MX1152'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1152'DISK STAMPED USC AND GS 2-96-25.63 1971 SET IN A 10 IN SQUARE
 MX1152'CONCRETE POST ABOUT 0.2 FOOT ABOVE GROUND.  A SURVEY MONUMENT
 MX1152'MARKER IS 1.8 FEET EAST.
 MX1152'
 MX1152'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1166 ***********************************************************************
 MX1166  DESIGNATION -  2 96 25.86
 MX1166  PID         -  MX1166
 MX1166  STATE/COUNTY-  CA/SISKIYOU
 MX1166  USGS QUAD   -  CLEAR CREEK (1981)
 MX1166
 MX1166                         *CURRENT SURVEY CONTROL
 MX1166  ___________________________________________________________________
 MX1166* NAD 83(1992)-  41 37 40.28267(N)    123 28 03.23595(W)     ADJUSTED  
 MX1166* NAVD 88     -       332.84   (+/-2cm)    1092.0    (feet)  VERTCON   
 MX1166  ___________________________________________________________________
 MX1166  EPOCH DATE  -        1991.35
 MX1166  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 MX1166  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 MX1166  HORZ ORDER  -  SECOND
 MX1166  VERT ORDER  -  THIRD ? (See Below)
 MX1166
 MX1166.The horizontal coordinates were established by classical geodetic methods
 MX1166.and adjusted by the National Geodetic Survey in March 1994.
 MX1166.The horizontal coordinates are valid at the epoch date displayed above.
 MX1166.The epoch date for horizontal control is a decimal equivalence
 MX1166.of Year/Month/Day.
 MX1166
 MX1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1166.The vertical order pertains to the NGVD 29 superseded value.
 MX1166
 MX1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1166
 MX1166.The geoid height was determined by GEOID03.
 MX1166
 MX1166;                    North         East     Units Scale Factor Converg.
 MX1166;SPC CA 1     -   755,811.760 1,877,712.110   MT  0.99999037   -0 57 34.6
 MX1166;SPC CA 1     - 2,479,692.42  6,160,460.48   sFT  0.99999037   -0 57 34.6
 MX1166;UTM  10      - 4,608,564.447   461,052.485   MT  0.99961867   -0 18 38.2
 MX1166
 MX1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1166!SPC CA 1     -   0.99995185  x   0.99999037  =   0.99994222
 MX1166!UTM  10      -   0.99995185  x   0.99961867  =   0.99957054
 MX1166
 MX1166:                Primary Azimuth Mark                     Grid Az
 MX1166:SPC CA 1     -  2 96 26.20                               029 58 13.5
 MX1166:UTM  10      -  2 96 26.20                               029 19 17.1
 MX1166
 MX1166|---------------------------------------------------------------------|
 MX1166| PID    Reference Object                     Distance      Geod. Az  |
 MX1166|                                                           dddmmss.s |
 MX1166| MX1156 2 96 26.20                          APPROX. 0.7 KM 0290038.9 |
 MX1166| MX1152 2 96 25.63                          370.204 METERS 18306     |
 MX1166|---------------------------------------------------------------------|
 MX1166
 MX1166                          SUPERSEDED SURVEY CONTROL
 MX1166
 MX1166  NAD 83(1986)-  41 37 40.27604(N)    123 28 03.24268(W) AD(1984.00) 2
 MX1166  NAD 27      -  41 37 40.81937(N)    123 27 59.01043(W) AD(       ) 2
 MX1166  NGVD 29 (07/19/86)  331.83   (m)         1088.7    (f) LEVELING    3  
 MX1166
 MX1166.Superseded values are not recommended for survey control.
 MX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1166.See file dsdata.txt to determine how the superseded data were derived.
 MX1166
 MX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6105208564(NAD 83)
 MX1166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MX1166_STAMPING: USC AND GS 2-96-25.86 1971
 MX1166_MARK LOGO: CADH  
 MX1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX1166+STABILITY: SURFACE MOTION
 MX1166
 MX1166  HISTORY     - Date     Condition        Report By
 MX1166  HISTORY     - 1971     MONUMENTED       CADH
 MX1166
 MX1166                          STATION DESCRIPTION
 MX1166
 MX1166'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1166'THE STATION IS LOCATED 12-1/2 AIRLINE MILES SOUTH-SOUTHWEST
 MX1166'OF HAPPY CAMP AND 5 AIRLINE MILES NORTHEAST OF BLUE NOSE
 MX1166'BRIDGE, ON THE WEST SHOULDER OF HIGHWAY 96.
 MX1166'
 MX1166'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1166'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1166'TURN RIGHT AND TRAVEL SOUTH FOR 16.1 MILES TO THE STATION
 MX1166'ON THE RIGHT.
 MX1166'
 MX1166'THE STATION IS 17.5 FEET WEST OF THE CENTERLINE ON THE HIGHWAY,
 MX1166'AND 0.5 FEET LOWER ON THE SHOULDER OF A 20-FOOT HIGH EMBANKMENT,
 MX1166'ABOUT 30 FEET NORTH OF A CULVERT ON AN UNNAMED CREEK, AND
 MX1166'280 FEET SOUTH OF A DRIVEWAY TO A HOUSE ON THE EAST SIDE OF THE
 MX1166'HIGHWAY.
 MX1166'
 MX1166'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1166'STANDARD DISK STAMPED, USC AND GS 2-96-25.86 1971 SET IN
 MX1166'A 10 IN SQUARE CONCRETE POST.  A SURVEY MONUMENT MARKER IS
 MX1166'3 FEET WEST.
 MX1166'
 MX1166'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1156 ***********************************************************************
 MX1156  DESIGNATION -  2 96 26.20
 MX1156  PID         -  MX1156
 MX1156  STATE/COUNTY-  CA/SISKIYOU
 MX1156  USGS QUAD   -  CLEAR CREEK (1981)
 MX1156
 MX1156                         *CURRENT SURVEY CONTROL
 MX1156  ___________________________________________________________________
 MX1156* NAD 83(1992)-  41 37 59.26406(N)    123 27 49.20507(W)     ADJUSTED  
 MX1156* NAVD 88     -       333.91   (+/-2cm)    1095.5    (feet)  VERTCON   
 MX1156  ___________________________________________________________________
 MX1156  EPOCH DATE  -        1991.35
 MX1156  LAPLACE CORR-           7.17  (seconds)                    DEFLEC99
 MX1156  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 MX1156  HORZ ORDER  -  SECOND
 MX1156  VERT ORDER  -  THIRD ? (See Below)
 MX1156
 MX1156.The horizontal coordinates were established by classical geodetic methods
 MX1156.and adjusted by the National Geodetic Survey in March 1994.
 MX1156.The horizontal coordinates are valid at the epoch date displayed above.
 MX1156.The epoch date for horizontal control is a decimal equivalence
 MX1156.of Year/Month/Day.
 MX1156
 MX1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1156.The vertical order pertains to the NGVD 29 superseded value.
 MX1156
 MX1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1156
 MX1156.The geoid height was determined by GEOID03.
 MX1156
 MX1156;                    North         East     Units Scale Factor Converg.
 MX1156;SPC CA 1     -   756,391.849 1,878,046.626   MT  0.99999166   -0 57 25.5
 MX1156;SPC CA 1     - 2,481,595.59  6,161,557.97   sFT  0.99999166   -0 57 25.5
 MX1156;UTM  10      - 4,609,148.071   461,380.286   MT  0.99961835   -0 18 29.0
 MX1156
 MX1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1156!SPC CA 1     -   0.99995168  x   0.99999166  =   0.99994334
 MX1156!UTM  10      -   0.99995168  x   0.99961835  =   0.99957005
 MX1156
 MX1156|---------------------------------------------------------------------|
 MX1156| PID    Reference Object                     Distance      Geod. Az  |
 MX1156|                                                           dddmmss.s |
 MX1156| CD8928 2 96 26.20 RM 1                       8.480 METERS 08925     |
 MX1156| MX1173 2 96 27.47                          APPROX. 1.8 KM 3582515.2 |
 MX1156|---------------------------------------------------------------------|
 MX1156
 MX1156                          SUPERSEDED SURVEY CONTROL
 MX1156
 MX1156  NAD 83(1986)-  41 37 59.25754(N)    123 27 49.21185(W) AD(1984.00) 2
 MX1156  NAD 27      -  41 37 59.80113(N)    123 27 44.98013(W) AD(       ) 2
 MX1156  NGVD 29 (07/19/86)  332.90   (m)         1092.2    (f) LEVELING    3  
 MX1156
 MX1156.Superseded values are not recommended for survey control.
 MX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1156.See file dsdata.txt to determine how the superseded data were derived.
 MX1156
 MX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6138009148(NAD 83)
 MX1156_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1156
 MX1156  HISTORY     - Date     Condition        Report By
 MX1156  HISTORY     - 1971     MONUMENTED       CADH
 MX1156
 MX1156                          STATION DESCRIPTION
 MX1156
 MX1156'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1156'THE STATION IS LOCATED ABOUT 12 AIRLINE MILES SOUTH-SOUTHWEST
 MX1156'OF HAPPY CAMP AND 5-1/2 MILES NORTHEAST OF BLUE NOSE BRIDGE
 MX1156'ON THE WEST EDGE OF A SMALL CUT BANK ON THE EAST SIDE OF HIGHWAY
 MX1156'96.
 MX1156'
 MX1156'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1156'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN
 MX1156'RIGHT AND TRAVEL SOUTH FOR 15.6 MILES TO THE STATION ON THE
 MX1156'LEFT.  THE STATION IS 60 FEET EAST OF THE CENTERLINE OF THE
 MX1156'HIGHWAY AND 30 FEET HIGHER.  THE STATION IS 3 FEET EAST OF THE
 MX1156'TOP OF A 30X150 CUT.
 MX1156'
 MX1156'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1156'STANDARD DISK STAMPED USC AND GS 2-96-26.20 1971 SET IN A 10
 MX1156'IN SQUARE CONCRETE POST.  A SURVEY MONUMENT MARKER IS 2.5
 MX1156'FEET EAST.
 MX1156'
 MX1156'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1156'IN STANDARD DISK STAMPED USC AND GS 2-96-26.20 1971 R.M. 1
 MX1156'SET IN A 10 IN SQUARE CONCRETE POST, 7 FEET HIGHER THAN THE
 MX1156'STATION.
 MX1156'
 MX1156'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1173 ***********************************************************************
 MX1173  DESIGNATION -  2 96 27.47
 MX1173  PID         -  MX1173
 MX1173  STATE/COUNTY-  CA/SISKIYOU
 MX1173  USGS QUAD   -  CLEAR CREEK (1981)
 MX1173
 MX1173                         *CURRENT SURVEY CONTROL
 MX1173  ___________________________________________________________________
 MX1173* NAD 83(1992)-  41 38 55.96746(N)    123 27 51.28920(W)     ADJUSTED  
 MX1173* NAVD 88     -       275.29   (+/-2cm)     903.2    (feet)  VERTCON   
 MX1173  ___________________________________________________________________
 MX1173  EPOCH DATE  -        1991.35
 MX1173  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 MX1173  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 MX1173  HORZ ORDER  -  SECOND
 MX1173  VERT ORDER  -  THIRD ? (See Below)
 MX1173
 MX1173.The horizontal coordinates were established by classical geodetic methods
 MX1173.and adjusted by the National Geodetic Survey in March 1994.
 MX1173.The horizontal coordinates are valid at the epoch date displayed above.
 MX1173.The epoch date for horizontal control is a decimal equivalence
 MX1173.of Year/Month/Day.
 MX1173
 MX1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1173.The vertical order pertains to the NGVD 29 superseded value.
 MX1173
 MX1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1173
 MX1173.The geoid height was determined by GEOID03.
 MX1173
 MX1173;                    North         East     Units Scale Factor Converg.
 MX1173;SPC CA 1     -   758,141.799 1,878,027.626   MT  0.99999553   -0 57 26.8
 MX1173;SPC CA 1     - 2,487,336.89  6,161,495.64   sFT  0.99999553   -0 57 26.8
 MX1173;UTM  10      - 4,610,897.037   461,341.482   MT  0.99961839   -0 18 30.7
 MX1173
 MX1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1173!SPC CA 1     -   0.99996087  x   0.99999553  =   0.99995640
 MX1173!UTM  10      -   0.99996087  x   0.99961839  =   0.99957927
 MX1173
 MX1173:                Primary Azimuth Mark                     Grid Az
 MX1173:SPC CA 1     -  2 96 28.05                               035 45 21.4
 MX1173:UTM  10      -  2 96 28.05                               035 06 25.3
 MX1173
 MX1173|---------------------------------------------------------------------|
 MX1173| PID    Reference Object                     Distance      Geod. Az  |
 MX1173|                                                           dddmmss.s |
 MX1173| MX1168 2 96 28.05                          APPROX. 0.9 KM 0344754.6 |
 MX1173| CD8929 2 96 27.47 RM 1                       4.572 METERS 33755     |
 MX1173|---------------------------------------------------------------------|
 MX1173
 MX1173                          SUPERSEDED SURVEY CONTROL
 MX1173
 MX1173  NAD 83(1986)-  41 38 55.96108(N)    123 27 51.29608(W) AD(1984.00) 2
 MX1173  NAD 27      -  41 38 56.50492(N)    123 27 47.06525(W) AD(       ) 2
 MX1173  NGVD 29 (07/19/86)  274.28   (m)          899.9    (f) LEVELING    3  
 MX1173
 MX1173.Superseded values are not recommended for survey control.
 MX1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1173.See file dsdata.txt to determine how the superseded data were derived.
 MX1173
 MX1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6134110897(NAD 83)
 MX1173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1173
 MX1173  HISTORY     - Date     Condition        Report By
 MX1173  HISTORY     - 1971     MONUMENTED       CADH
 MX1173
 MX1173                          STATION DESCRIPTION
 MX1173
 MX1173'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1173'THE STATION IS LOCATED ABOUT 11 AIRLINE MILES SOUTH-SOUTHWEST
 MX1173'OF HAPPY CAMP, WHERE HIGHWAY 96 AND CRAWFORD CREEK MEET.
 MX1173'
 MX1173'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1173'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1173'TURN RIGHT AND TRAVEL SOUTH FOR 14.5 MILES TO A WIDE AREA AND A
 MX1173'SIGN CRAWFORD CREEK AND THE STATION ON THE RIGHT.
 MX1173'
 MX1173'THE STATION IS 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MX1173'AND ABOUT 0.5 FOOT LOWER, 18-1/2 FEET SOUTHWEST OF THE INLET
 MX1173'OF 8 FT X 9 FT ARCH CULVERT, FOR CRAWFORD CREEK.
 MX1173'
 MX1173'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1173'STANDARD DISK STAMPED USC AND GS 2-96-27.47 1971 SET IN A
 MX1173'10 IN SQUARE CONCRETE POST.  A SURVEY MONUMENT MARKER IS
 MX1173'2.5 FEET WEST.
 MX1173'
 MX1173'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1173'IN STANDARD DISK STAMPED USC AND GS 2-96-2747 1971 R.M. 1
 MX1173'SET IN A DRILL HOLE IN A ROCK HEADWALL.
 MX1173'
 MX1173'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1168 ***********************************************************************
 MX1168  DESIGNATION -  2 96 28.05
 MX1168  PID         -  MX1168
 MX1168  STATE/COUNTY-  CA/SISKIYOU
 MX1168  USGS QUAD   -  CLEAR CREEK (1981)
 MX1168
 MX1168                         *CURRENT SURVEY CONTROL
 MX1168  ___________________________________________________________________
 MX1168* NAD 83(1992)-  41 39 20.01414(N)    123 27 29.00502(W)     ADJUSTED  
 MX1168* NAVD 88     -       289.89   (+/-2cm)     951.1    (feet)  VERTCON   
 MX1168  ___________________________________________________________________
 MX1168  EPOCH DATE  -        1991.35
 MX1168  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 MX1168  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 MX1168  HORZ ORDER  -  SECOND
 MX1168  VERT ORDER  -  THIRD ? (See Below)
 MX1168
 MX1168.The horizontal coordinates were established by classical geodetic methods
 MX1168.and adjusted by the National Geodetic Survey in March 1994.
 MX1168.The horizontal coordinates are valid at the epoch date displayed above.
 MX1168.The epoch date for horizontal control is a decimal equivalence
 MX1168.of Year/Month/Day.
 MX1168
 MX1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1168.The vertical order pertains to the NGVD 29 superseded value.
 MX1168
 MX1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1168
 MX1168.The geoid height was determined by GEOID03.
 MX1168
 MX1168;                    North         East     Units Scale Factor Converg.
 MX1168;SPC CA 1     -   758,874.979 1,878,555.556   MT  0.99999720   -0 57 12.2
 MX1168;SPC CA 1     - 2,489,742.33  6,163,227.69   sFT  0.99999720   -0 57 12.2
 MX1168;UTM  10      - 4,611,635.869   461,860.878   MT  0.99961790   -0 18 16.0
 MX1168
 MX1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1168!SPC CA 1     -   0.99995857  x   0.99999720  =   0.99995577
 MX1168!UTM  10      -   0.99995857  x   0.99961790  =   0.99957649
 MX1168
 MX1168:                Primary Azimuth Mark                     Grid Az
 MX1168:SPC CA 1     -  2 96 28.58                               063 47 33.2
 MX1168:UTM  10      -  2 96 28.58                               063 08 37.0
 MX1168
 MX1168|---------------------------------------------------------------------|
 MX1168| PID    Reference Object                     Distance      Geod. Az  |
 MX1168|                                                           dddmmss.s |
 MX1168| MX1154 2 96 28.58                          APPROX. 0.9 KM 0625021.0 |
 MX1168| CD8930 2 96 28.05 RM 1                      11.320 METERS 21042     |
 MX1168|---------------------------------------------------------------------|
 MX1168
 MX1168                          SUPERSEDED SURVEY CONTROL
 MX1168
 MX1168  NAD 83(1986)-  41 39 20.00789(N)    123 27 29.01195(W) AD(1984.00) 2
 MX1168  NAD 27      -  41 39 20.55209(N)    123 27 24.78197(W) AD(       ) 2
 MX1168  NGVD 29 (07/19/86)  288.89   (m)          947.8    (f) LEVELING    3  
 MX1168
 MX1168.Superseded values are not recommended for survey control.
 MX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1168.See file dsdata.txt to determine how the superseded data were derived.
 MX1168
 MX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6186111636(NAD 83)
 MX1168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1168
 MX1168  HISTORY     - Date     Condition        Report By
 MX1168  HISTORY     - 1971     MONUMENTED       CADH
 MX1168
 MX1168                          STATION DESCRIPTION
 MX1168
 MX1168'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1168'THE STATION IS LOCATED ABOUT 10-1/2 AIRLINE MILES SOUTH-SOUTHWEST
 MX1168'OF HAPPY CAMP AND ABOUT .5 MILE SOUTHWEST OF INDEPENDENCE
 MX1168'BRIDGE AND ALONGSIDE HIGHWAY 96.
 MX1168'
 MX1168'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1168'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN
 MX1168'RIGHT AND TRAVEL SOUTH FOR 13.9 MILES TO THE STATION ON THE
 MX1168'RIGHT.
 MX1168'
 MX1168'THE STATION IS 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 MX1168'AND ABOUT 10 FEET HIGHER, AND 38 FEET NORTH OF A SMALL UNNAMED
 MX1168'CREEK.
 MX1168'
 MX1168'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1168'STANDARD DISK, STAMPED USC AND GS 2-96-28.05 1971 SET IN A
 MX1168'10 IN SQUARE CONCRETE POST.  A SURVEY MONUMENT MARKER IS 2
 MX1168'FEET WEST.
 MX1168'
 MX1168'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1168'IN STANDARD DISK, STAMPED 290+85 BM ELEV SET IN THE ROCK
 MX1168'HEADWALL OF A 36 IN PIPE.
 MX1168'
 MX1168'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1154 ***********************************************************************
 MX1154  DESIGNATION -  2 96 28.58
 MX1154  PID         -  MX1154
 MX1154  STATE/COUNTY-  CA/SISKIYOU
 MX1154  USGS QUAD   -  CLEAR CREEK (1981)
 MX1154
 MX1154                         *CURRENT SURVEY CONTROL
 MX1154  ___________________________________________________________________
 MX1154* NAD 83(1992)-  41 39 32.62407(N)    123 26 56.22822(W)     ADJUSTED  
 MX1154* NAVD 88     -       281.01   (+/-2cm)     921.9    (feet)  VERTCON   
 MX1154  ___________________________________________________________________
 MX1154  EPOCH DATE  -        1991.35
 MX1154  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 MX1154  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 MX1154  HORZ ORDER  -  SECOND
 MX1154  VERT ORDER  -  THIRD ? (See Below)
 MX1154
 MX1154.The horizontal coordinates were established by classical geodetic methods
 MX1154.and adjusted by the National Geodetic Survey in March 1994.
 MX1154.The horizontal coordinates are valid at the epoch date displayed above.
 MX1154.The epoch date for horizontal control is a decimal equivalence
 MX1154.of Year/Month/Day.
 MX1154
 MX1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1154.The vertical order pertains to the NGVD 29 superseded value.
 MX1154
 MX1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1154
 MX1154.The geoid height was determined by GEOID03.
 MX1154
 MX1154;                    North         East     Units Scale Factor Converg.
 MX1154;SPC CA 1     -   759,251.385 1,879,320.265   MT  0.99999808   -0 56 50.8
 MX1154;SPC CA 1     - 2,490,977.25  6,165,736.57   sFT  0.99999808   -0 56 50.8
 MX1154;UTM  10      - 4,612,020.766   462,620.985   MT  0.99961719   -0 17 54.3
 MX1154
 MX1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1154!SPC CA 1     -   0.99995996  x   0.99999808  =   0.99995804
 MX1154!UTM  10      -   0.99995996  x   0.99961719  =   0.99957717
 MX1154
 MX1154|---------------------------------------------------------------------|
 MX1154| PID    Reference Object                     Distance      Geod. Az  |
 MX1154|                                                           dddmmss.s |
 MX1154| CD8931 2 96 28.58 RM 1                       7.855 METERS 24819     |
 MX1154| MX1159 2 96 28.83                          APPROX. 0.6 KM 3544509.7 |
 MX1154|---------------------------------------------------------------------|
 MX1154
 MX1154                          SUPERSEDED SURVEY CONTROL
 MX1154
 MX1154  NAD 83(1986)-  41 39 32.61795(N)    123 26 56.23521(W) AD(1984.00) 2
 MX1154  NAD 27      -  41 39 33.16231(N)    123 26 52.00607(W) AD(       ) 2
 MX1154  NGVD 29 (07/19/86)  280.01   (m)          918.7    (f) LEVELING    3  
 MX1154
 MX1154.Superseded values are not recommended for survey control.
 MX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1154.See file dsdata.txt to determine how the superseded data were derived.
 MX1154
 MX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6262112021(NAD 83)
 MX1154
 MX1154  HISTORY     - Date     Condition        Report By
 MX1154  HISTORY     - 1971     MONUMENTED       CADH
 MX1154
 MX1154                          STATION DESCRIPTION
 MX1154
 MX1154'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1154'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH-SOUTHWEST
 MX1154'OF HAPPY CAMP, AT THE SOUTHEAST END OF INDEPENDENCE BRIDGE.
 MX1154'
 MX1154'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1154'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1154'TURN RIGHT AND TRAVEL 13.3 MILES TO THE INDEPENDENCE ROADSIDE
 MX1154'REST.  TURN LEFT AND TRAVEL TO THE EAST END OF INDEPENDENCE
 MX1154'BRIDGE AND STATION ON THE LEFT.
 MX1154'
 MX1154'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 INCH STANDARD
 MX1154'DISK, STAMPED USC AND GS 2-96 FT 28.58 1971 SET IN A DRILL
 MX1154'HOLE IN THE CURB AT NORTHEAST CORNER OF THE SOUTHEAST END OF
 MX1154'THE INDEPENDENCE BRIDGE OVER THE KLAMATH RIVER.  A SURVEY
 MX1154'MONUMENT MARKER IS 2.5 FEET EAST.
 MX1154'
 MX1154'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1154'INCH STANDARD DISK, STAMPED USC AND GS 2-96-28.58 1971 R.M. 1
 MX1154'SET IN THE CURB AT THE SOUTHEAST CORNER OF THE SOUTHEAST
 MX1154'END OF THE BRIDGE.
 MX1154'
 MX1154'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1159 ***********************************************************************
 MX1159  DESIGNATION -  2 96 28.83
 MX1159  PID         -  MX1159
 MX1159  STATE/COUNTY-  CA/SISKIYOU
 MX1159  USGS QUAD   -  CLEAR CREEK (1981)
 MX1159
 MX1159                         *CURRENT SURVEY CONTROL
 MX1159  ___________________________________________________________________
 MX1159* NAD 83(1992)-  41 39 50.51203(N)    123 26 58.41905(W)     ADJUSTED  
 MX1159* NAVD 88     -       285.39   (+/-2cm)     936.3    (feet)  VERTCON   
 MX1159  ___________________________________________________________________
 MX1159  EPOCH DATE  -        1991.35
 MX1159  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 MX1159  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 MX1159  HORZ ORDER  -  SECOND
 MX1159  VERT ORDER  -  THIRD ? (See Below)
 MX1159
 MX1159.The horizontal coordinates were established by classical geodetic methods
 MX1159.and adjusted by the National Geodetic Survey in March 1994.
 MX1159.The horizontal coordinates are valid at the epoch date displayed above.
 MX1159.The epoch date for horizontal control is a decimal equivalence
 MX1159.of Year/Month/Day.
 MX1159
 MX1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1159.The vertical order pertains to the NGVD 29 superseded value.
 MX1159
 MX1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1159
 MX1159.The geoid height was determined by GEOID03.
 MX1159
 MX1159;                    North         East     Units Scale Factor Converg.
 MX1159;SPC CA 1     -   759,804.024 1,879,278.713   MT  0.99999933   -0 56 52.2
 MX1159;SPC CA 1     - 2,492,790.37  6,165,600.24   sFT  0.99999933   -0 56 52.2
 MX1159;UTM  10      - 4,612,572.689   462,573.195   MT  0.99961724   -0 17 55.9
 MX1159
 MX1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1159!SPC CA 1     -   0.99995927  x   0.99999933  =   0.99995860
 MX1159!UTM  10      -   0.99995927  x   0.99961724  =   0.99957653
 MX1159
 MX1159:                Primary Azimuth Mark                     Grid Az
 MX1159:SPC CA 1     -  2 96 30.01                               052 52 25.7
 MX1159:UTM  10      -  2 96 30.01                               052 13 29.4
 MX1159
 MX1159|---------------------------------------------------------------------|
 MX1159| PID    Reference Object                     Distance      Geod. Az  |
 MX1159|                                                           dddmmss.s |
 MX1159| MX1174 2 96 30.01                          APPROX. 1.7 KM 0515533.5 |
 MX1159| MX1154 2 96 28.58                          APPROX. 0.6 KM 1744508.2 |
 MX1159|---------------------------------------------------------------------|
 MX1159
 MX1159                          SUPERSEDED SURVEY CONTROL
 MX1159
 MX1159  NAD 83(1986)-  41 39 50.50597(N)    123 26 58.42606(W) AD(1984.00) 2
 MX1159  NAD 27      -  41 39 51.05045(N)    123 26 54.19674(W) AD(       ) 2
 MX1159  NGVD 29 (07/19/86)  284.39   (m)          933.0    (f) LEVELING    3  
 MX1159
 MX1159.Superseded values are not recommended for survey control.
 MX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1159.See file dsdata.txt to determine how the superseded data were derived.
 MX1159
 MX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6257312573(NAD 83)
 MX1159_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MX1159_STAMPING: USC AND GS 2-96-28.83 1971
 MX1159_MARK LOGO: CADH  
 MX1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX1159+STABILITY: SURFACE MOTION
 MX1159
 MX1159  HISTORY     - Date     Condition        Report By
 MX1159  HISTORY     - 1971     MONUMENTED       CADH
 MX1159
 MX1159                          STATION DESCRIPTION
 MX1159
 MX1159'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1159'THE STATION IS ABOUT 10 AIRLINE MILES SOUTH-SOUTHWEST OF
 MX1159'HAPPY CAMP AND ABOUT 0.1 MILE NORTH OF INDEPENDENCE BRIDGE
 MX1159'ON THE EAST SHOULDER OF HIGHWAY 96.
 MX1159'
 MX1159'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1159'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1159'AND TRAVEL SOUTH FOR 13.1 MILES TO THE STATION ON THE LEFT
 MX1159'1/4 MILE NORTH OF INDEPENDENCE ROADSIDE REST.
 MX1159'
 MX1159'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1159'STANDARD DISK STAMPED, USC AND GS 2-96-28.83 1971 SET IN A
 MX1159'10 IN SQUARE CONCRETE POST 0.2 FOOT BELOW THE SHOULDER OF THE
 MX1159'HIGHWAY AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 MX1159'A SURVEY MONUMENT MARKER IS 2 FEET EAST.
 MX1159'
 MX1159'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1174 ***********************************************************************
 MX1174  DESIGNATION -  2 96 30.01
 MX1174  PID         -  MX1174
 MX1174  STATE/COUNTY-  CA/SISKIYOU
 MX1174  USGS QUAD   -  CLEAR CREEK (1981)
 MX1174
 MX1174                         *CURRENT SURVEY CONTROL
 MX1174  ___________________________________________________________________
 MX1174* NAD 83(1992)-  41 40 24.65916(N)    123 26 00.27289(W)     ADJUSTED  
 MX1174* NAVD 88     -       341.1    (meters)    1119.     (feet)  VERTCON   
 MX1174  ___________________________________________________________________
 MX1174  EPOCH DATE  -        1991.35
 MX1174  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 MX1174  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MX1174  HORZ ORDER  -  SECOND
 MX1174
 MX1174.The horizontal coordinates were established by classical geodetic methods
 MX1174.and adjusted by the National Geodetic Survey in March 1994.
 MX1174.The horizontal coordinates are valid at the epoch date displayed above.
 MX1174.The epoch date for horizontal control is a decimal equivalence
 MX1174.of Year/Month/Day.
 MX1174
 MX1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1174
 MX1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1174
 MX1174.The geoid height was determined by GEOID03.
 MX1174
 MX1174;                    North         East     Units Scale Factor Converg.
 MX1174;SPC CA 1     -   760,835.259 1,880,640.961   MT  1.00000175   -0 56 14.2
 MX1174;SPC CA 1     - 2,496,173.68  6,170,069.55   sFT  1.00000175   -0 56 14.2
 MX1174;UTM  10      - 4,613,618.887   463,923.155   MT  0.99961602   -0 17 17.4
 MX1174
 MX1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1174!SPC CA 1     -   0.99995052  x   1.00000175  =   0.99995227
 MX1174!UTM  10      -   0.99995052  x   0.99961602  =   0.99956656
 MX1174
 MX1174|---------------------------------------------------------------------|
 MX1174| PID    Reference Object                     Distance      Geod. Az  |
 MX1174|                                                           dddmmss.s |
 MX1174| CD8932 2 96 30.01 RM 1                       5.474 METERS 12058     |
 MX1174| MX1159 2 96 28.83                          APPROX. 1.7 KM 2315612.2 |
 MX1174| MX1155 2 96 30.21                          316.151 METERS 34852     |
 MX1174|---------------------------------------------------------------------|
 MX1174
 MX1174                          SUPERSEDED SURVEY CONTROL
 MX1174
 MX1174  NAD 83(1986)-  41 40 24.65332(N)    123 26 00.28003(W) AD(1984.00) 2
 MX1174  NAD 27      -  41 40 25.19746(N)    123 25 56.05179(W) AD(       ) 2
 MX1174  NGVD 29 (07/19/86)  340.1    (m)         1116.     (f) VERT ANG    3  
 MX1174
 MX1174.Superseded values are not recommended for survey control.
 MX1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1174.See file dsdata.txt to determine how the superseded data were derived.
 MX1174
 MX1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6392313619(NAD 83)
 MX1174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1174
 MX1174  HISTORY     - Date     Condition        Report By
 MX1174  HISTORY     - 1971     MONUMENTED       CADH
 MX1174
 MX1174                          STATION DESCRIPTION
 MX1174
 MX1174'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1174'THE STATION IS ABOUT 9 AIRLINE MILES SOUTH-SOUTHWEST OF HAPPY
 MX1174'CAMP, AND AT FERRY POINT ON TOP OF A CUT BANK ON THE EAST SIDE
 MX1174'OF THE HIGHWAY.
 MX1174'
 MX1174'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1174'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1174'AND TRAVEL SOUTH FOR 11.9 MILES TO THE STATION ON THE LEFT.
 MX1174'
 MX1174'THE STATION IS 90 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 MX1174'AND ABOUT 40 FEET HIGHER THAN THE HIGHWAY, ABOUT 30 FEET
 MX1174'EAST OF THE TOP OF 50 X 200 CUT, AND AT THE NORTH END OF CUT.
 MX1174'
 MX1174'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1174'STANDARD DISK STAMPED USC AND GS 2-96-30.01 1971 SET IN A 10
 MX1174'IN SQUARE CONCRETE POST 0.2 FOOT ABOVE GROUND LEVEL.  A SURVEY
 MX1174'MONUMENT MARKER IS 3 FT. NORTHEAST.
 MX1174'
 MX1174'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1174'STANDARD DISK STAMPED, USC AND GS 2-96-30.01 R.M. 1 1971 SET
 MX1174'IN A 10 IN SQUARE CONCRETE POST LEVEL WITH THE GROUND.
 MX1174'
 MX1174'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1155 ***********************************************************************
 MX1155  DESIGNATION -  2 96 30.21
 MX1155  PID         -  MX1155
 MX1155  STATE/COUNTY-  CA/SISKIYOU
 MX1155  USGS QUAD   -  CLEAR CREEK (1981)
 MX1155
 MX1155                         *CURRENT SURVEY CONTROL
 MX1155  ___________________________________________________________________
 MX1155* NAD 83(1992)-  41 40 34.71362(N)    123 26 02.91236(W)     ADJUSTED  
 MX1155* NAVD 88     -       317.94   (+/-2cm)    1043.1    (feet)  VERTCON   
 MX1155  ___________________________________________________________________
 MX1155  EPOCH DATE  -        1991.35
 MX1155  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 MX1155  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MX1155  HORZ ORDER  -  SECOND
 MX1155  VERT ORDER  -  THIRD ? (See Below)
 MX1155
 MX1155.The horizontal coordinates were established by classical geodetic methods
 MX1155.and adjusted by the National Geodetic Survey in March 1994.
 MX1155.The horizontal coordinates are valid at the epoch date displayed above.
 MX1155.The epoch date for horizontal control is a decimal equivalence
 MX1155.of Year/Month/Day.
 MX1155
 MX1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1155.The vertical order pertains to the NGVD 29 superseded value.
 MX1155
 MX1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1155
 MX1155.The geoid height was determined by GEOID03.
 MX1155
 MX1155;                    North         East     Units Scale Factor Converg.
 MX1155;SPC CA 1     -   761,146.417 1,880,584.992   MT  1.00000246   -0 56 15.9
 MX1155;SPC CA 1     - 2,497,194.54  6,169,885.93   sFT  1.00000246   -0 56 15.9
 MX1155;UTM  10      - 4,613,929.271   463,863.687   MT  0.99961607   -0 17 19.2
 MX1155
 MX1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1155!SPC CA 1     -   0.99995416  x   1.00000246  =   0.99995662
 MX1155!UTM  10      -   0.99995416  x   0.99961607  =   0.99957025
 MX1155
 MX1155|---------------------------------------------------------------------|
 MX1155| PID    Reference Object                     Distance      Geod. Az  |
 MX1155|                                                           dddmmss.s |
 MX1155| CD8933 2 96 30.21 RM 1                       4.825 METERS 15444     |
 MX1155| MX1174 2 96 30.01                          316.151 METERS 16852     |
 MX1155| MX1163 2 96 30.82                          APPROX. 1.0 KM 3321252.5 |
 MX1155|---------------------------------------------------------------------|
 MX1155
 MX1155                          SUPERSEDED SURVEY CONTROL
 MX1155
 MX1155  NAD 83(1986)-  41 40 34.70785(N)    123 26 02.91952(W) AD(1984.00) 2
 MX1155  NAD 27      -  41 40 35.25211(N)    123 25 58.69102(W) AD(       ) 2
 MX1155  NGVD 29 (07/19/86)  316.93   (m)         1039.8    (f) LEVELING    3  
 MX1155
 MX1155.Superseded values are not recommended for survey control.
 MX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1155.See file dsdata.txt to determine how the superseded data were derived.
 MX1155
 MX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6386413929(NAD 83)
 MX1155_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1155
 MX1155  HISTORY     - Date     Condition        Report By
 MX1155  HISTORY     - 1971     MONUMENTED       CADH
 MX1155
 MX1155                          STATION DESCRIPTION
 MX1155
 MX1155'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1155'THE STATION IS ABOUT 9 AIRLINE MILES SOUTH SOUTHEAST OF HAPPY
 MX1155'CAMP, ON THE NORTH SIDE OF FERRY POINT AND EAST OF THE HIGHWAY.
 MX1155'
 MX1155'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1155'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1155'AND TRAVEL SOUTH FOR 11.8 MILES TO THE STATION ON THE LEFT.
 MX1155'
 MX1155'THE STATION IS 500 FEET SOUTH OF FERRY POINT RIVER ACCESS
 MX1155'ROAD, AND IS 20 FEET SOUTH OF THE NORTH END OF A 15 FT X 400 FT
 MX1155'CUT, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 15 FEET
 MX1155'HIGHER.
 MX1155'
 MX1155'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1155'STANDARD DISK STAMPED USC AND GS 2-96-30.21 1971 SET IN A
 MX1155'10 IN SQUARE CONCRETE POST, LEVEL WITH THE SURFACE.  A SURVEY
 MX1155'MONUMENT MARKER IS 3 FEET EAST.
 MX1155'
 MX1155'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1155'STANDARD DISK STAMPED USC AND GS 2-96-30.21 R.M. 1 1971,
 MX1155'SET IN A 10 IN SQUARE CONCRETE POST.
 MX1155'
 MX1155'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1163 ***********************************************************************
 MX1163  DESIGNATION -  2 96 30.82
 MX1163  PID         -  MX1163
 MX1163  STATE/COUNTY-  CA/SISKIYOU
 MX1163  USGS QUAD   -  CLEAR CREEK (1981)
 MX1163
 MX1163                         *CURRENT SURVEY CONTROL
 MX1163  ___________________________________________________________________
 MX1163* NAD 83(1992)-  41 41 03.39632(N)    123 26 23.07382(W)     ADJUSTED  
 MX1163* NAVD 88     -       333.9    (meters)    1095.     (feet)  VERTCON   
 MX1163  ___________________________________________________________________
 MX1163  EPOCH DATE  -        1991.35
 MX1163  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 MX1163  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MX1163  HORZ ORDER  -  SECOND
 MX1163
 MX1163.The horizontal coordinates were established by classical geodetic methods
 MX1163.and adjusted by the National Geodetic Survey in March 1994.
 MX1163.The horizontal coordinates are valid at the epoch date displayed above.
 MX1163.The epoch date for horizontal control is a decimal equivalence
 MX1163.of Year/Month/Day.
 MX1163
 MX1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1163
 MX1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1163
 MX1163.The geoid height was determined by GEOID03.
 MX1163
 MX1163;                    North         East     Units Scale Factor Converg.
 MX1163;SPC CA 1     -   762,038.865 1,880,133.251   MT  1.00000452   -0 56 29.1
 MX1163;SPC CA 1     - 2,500,122.51  6,168,403.84   sFT  1.00000452   -0 56 29.1
 MX1163;UTM  10      - 4,614,816.201   463,402.044   MT  0.99961648   -0 17 32.8
 MX1163
 MX1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1163!SPC CA 1     -   0.99995165  x   1.00000452  =   0.99995617
 MX1163!UTM  10      -   0.99995165  x   0.99961648  =   0.99956815
 MX1163
 MX1163|---------------------------------------------------------------------|
 MX1163| PID    Reference Object                     Distance      Geod. Az  |
 MX1163|                                                           dddmmss.s |
 MX1163| CD8934 2 96 30.82 RM 1                       5.377 METERS 31909     |
 MX1163| MX1160 2 96 31.46                          APPROX. 0.8 KM 3380046.8 |
 MX1163|---------------------------------------------------------------------|
 MX1163
 MX1163                          SUPERSEDED SURVEY CONTROL
 MX1163
 MX1163  NAD 83(1986)-  41 41 03.39055(N)    123 26 23.08093(W) AD(1984.00) 2
 MX1163  NAD 27      -  41 41 03.93543(N)    123 26 18.85068(W) AD(       ) 2
 MX1163  NGVD 29 (07/19/86)  332.9    (m)         1092.     (f) VERT ANG    3  
 MX1163
 MX1163.Superseded values are not recommended for survey control.
 MX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1163.See file dsdata.txt to determine how the superseded data were derived.
 MX1163
 MX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6340214816(NAD 83)
 MX1163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1163
 MX1163  HISTORY     - Date     Condition        Report By
 MX1163  HISTORY     - 1971     MONUMENTED       CADH
 MX1163
 MX1163                          STATION DESCRIPTION
 MX1163
 MX1163'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1163'THE STATION IS ABOUT 8-1/2 AIRLINE MILES SOUTH SOUTHWEST OF
 MX1163'HAPPY CAMP, ABOUT 1 MILE NORTHWEST OF FERRY POINT ON TOP OF A
 MX1163'CUT ON THE WEST SIDE OF HIGHWAY 96.
 MX1163'
 MX1163'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1163'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1163'AND TRAVEL SOUTH FOR 10.9 MILES TO A DIRT ROAD ON THE RIGHT,
 MX1163'TURN RIGHT (WEST) ALONG ROAD FOR 0.3 MILE TO THE TOP OF A RIDGE
 MX1163'AND A SHARP TURN TO THE RIGHT AND END OF TRUCK TRAVEL.  PACK
 MX1163'EAST, DOWNHILL FOR 80 FEET TO THE EDGE OF A BANK.  GO DOWN
 MX1163'BANK TO A FLAT BENCH AND AN OLD TRAIL.  THE STATION IS AT THE
 MX1163'HIGH SPOT ON BENCH AND IN THE CENTER OF THE TRAIL.  THE
 MX1163'STATION IS ABOUT 250 FEET EAST AND 75 FEET LOWER THAN DIRT ROAD
 MX1163'AND 160 FEET WEST AND 120 FEET HIGHER THAN HIGHWAY 96.
 MX1163'
 MX1163'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/2 IN
 MX1163'STANDARD DISK STAMPED USC AND GS 2-96-30.82 1971 SET IN A
 MX1163'10 IN SQUARE CONCRETE POST LEVEL WITH GROUND.
 MX1163'
 MX1163'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1163'STANDARD DISK STAMPED USC AND GS 2-96-30.82 R.M. 1 1971 SET
 MX1163'IN A 10 IN SQUARE CONCRETE POST.  PROJECTING 0.2 FOOT ABOVE
 MX1163'GROUND, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 MX1163'
 MX1163'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1160 ***********************************************************************
 MX1160  DESIGNATION -  2 96 31.46
 MX1160  PID         -  MX1160
 MX1160  STATE/COUNTY-  CA/SISKIYOU
 MX1160  USGS QUAD   -  CLEAR CREEK (1981)
 MX1160
 MX1160                         *CURRENT SURVEY CONTROL
 MX1160  ___________________________________________________________________
 MX1160* NAD 83(1992)-  41 41 27.73019(N)    123 26 36.18194(W)     ADJUSTED  
 MX1160* NAVD 88     -       296.23   (+/-2cm)     971.9    (feet)  VERTCON   
 MX1160  ___________________________________________________________________
 MX1160  EPOCH DATE  -        1991.35
 MX1160  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 MX1160  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 MX1160  HORZ ORDER  -  SECOND
 MX1160  VERT ORDER  -  THIRD ? (See Below)
 MX1160
 MX1160.The horizontal coordinates were established by classical geodetic methods
 MX1160.and adjusted by the National Geodetic Survey in March 1994.
 MX1160.The horizontal coordinates are valid at the epoch date displayed above.
 MX1160.The epoch date for horizontal control is a decimal equivalence
 MX1160.of Year/Month/Day.
 MX1160
 MX1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1160.The vertical order pertains to the NGVD 29 superseded value.
 MX1160
 MX1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1160
 MX1160.The geoid height was determined by GEOID03.
 MX1160
 MX1160;                    North         East     Units Scale Factor Converg.
 MX1160;SPC CA 1     -   762,794.504 1,879,842.498   MT  1.00000628   -0 56 37.7
 MX1160;SPC CA 1     - 2,502,601.64  6,167,449.93   sFT  1.00000628   -0 56 37.7
 MX1160;UTM  10      - 4,615,568.206   463,102.869   MT  0.99961675   -0 17 41.7
 MX1160
 MX1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1160!SPC CA 1     -   0.99995756  x   1.00000628  =   0.99996384
 MX1160!UTM  10      -   0.99995756  x   0.99961675  =   0.99957433
 MX1160
 MX1160:                Primary Azimuth Mark                     Grid Az
 MX1160:SPC CA 1     -  2 96 30.82                               158 57 15.8
 MX1160:UTM  10      -  2 96 30.82                               158 18 19.8
 MX1160
 MX1160|---------------------------------------------------------------------|
 MX1160| PID    Reference Object                     Distance      Geod. Az  |
 MX1160|                                                           dddmmss.s |
 MX1160| MX1163 2 96 30.82                          APPROX. 0.8 KM 1580038.1 |
 MX1160| CD8935 2 96 31.46 RM 1                      24.320 METERS 23238     |
 MX1160| MX1158 2 96 31.57                          207.753 METERS 29208     |
 MX1160|---------------------------------------------------------------------|
 MX1160
 MX1160                          SUPERSEDED SURVEY CONTROL
 MX1160
 MX1160  NAD 83(1986)-  41 41 27.72439(N)    123 26 36.18896(W) AD(1984.00) 2
 MX1160  NAD 27      -  41 41 28.26974(N)    123 26 31.95722(W) AD(       ) 2
 MX1160  NGVD 29 (07/19/86)  295.23   (m)          968.6    (f) LEVELING    3  
 MX1160
 MX1160.Superseded values are not recommended for survey control.
 MX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1160.See file dsdata.txt to determine how the superseded data were derived.
 MX1160
 MX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6310315568(NAD 83)
 MX1160_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1160
 MX1160  HISTORY     - Date     Condition        Report By
 MX1160  HISTORY     - 1971     MONUMENTED       CADH
 MX1160
 MX1160                          STATION DESCRIPTION
 MX1160
 MX1160'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1160'THE STATION IS ABOUT 8 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY
 MX1160'CAMP, AND 1-1/2 MILES NORTH NORTHWEST OF FERRY POINT, ALONG
 MX1160'THE EAST SIDE OF HIGHWAY 96.
 MX1160'
 MX1160'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1160'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1160'AND TRAVEL SOUTH FOR 10.6 MILES TO A POINT 430 FEET EAST OF
 MX1160'WHERE DOUGLAS CREEK, PASSES UNDER HIGHWAY AND THE STATION ON THE
 MX1160'LEFT.
 MX1160'
 MX1160'THE STATION IS 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MX1160'AND ABOUT LEVEL WITH HIGHWAY.
 MX1160'
 MX1160'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1160'STANDARD DISK STAMPED USC AND GS 2-96-31.46 1971 SET IN A 10 IN
 MX1160'SQUARE CONCRETE POST LEVEL WITH THE GROUND.
 MX1160'
 MX1160'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1160'STANDARD DISK STAMPED USC AND GS 2-96-31.46 R.M. 1 1971 SET
 MX1160'IN DRILL HOLE IN A ROCK OUTCROP, ABOUT HALFWAY UP A CUT SLOPE,
 MX1160'ABOUT 30 FEET SOUTH OF CENTERLINE AND ABOUT 10 FEET HIGHER
 MX1160'THAN STATION.
 MX1160'
 MX1160'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1158 ***********************************************************************
 MX1158  DESIGNATION -  2 96 31.57
 MX1158  PID         -  MX1158
 MX1158  STATE/COUNTY-  CA/SISKIYOU
 MX1158  USGS QUAD   -  CLEAR CREEK (1981)
 MX1158
 MX1158                         *CURRENT SURVEY CONTROL
 MX1158  ___________________________________________________________________
 MX1158* NAD 83(1992)-  41 41 30.26637(N)    123 26 44.50430(W)     ADJUSTED  
 MX1158* NAVD 88     -       306.44   (+/-2cm)    1005.4    (feet)  VERTCON   
 MX1158  ___________________________________________________________________
 MX1158  EPOCH DATE  -        1991.35
 MX1158  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 MX1158  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 MX1158  HORZ ORDER  -  SECOND
 MX1158  VERT ORDER  -  THIRD ? (See Below)
 MX1158
 MX1158.The horizontal coordinates were established by classical geodetic methods
 MX1158.and adjusted by the National Geodetic Survey in March 1994.
 MX1158.The horizontal coordinates are valid at the epoch date displayed above.
 MX1158.The epoch date for horizontal control is a decimal equivalence
 MX1158.of Year/Month/Day.
 MX1158
 MX1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1158.The vertical order pertains to the NGVD 29 superseded value.
 MX1158
 MX1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1158
 MX1158.The geoid height was determined by GEOID03.
 MX1158
 MX1158;                    North         East     Units Scale Factor Converg.
 MX1158;SPC CA 1     -   762,875.912 1,879,651.359   MT  1.00000646   -0 56 43.1
 MX1158;SPC CA 1     - 2,502,868.72  6,166,822.83   sFT  1.00000646   -0 56 43.1
 MX1158;UTM  10      - 4,615,647.414   462,910.894   MT  0.99961693   -0 17 47.2
 MX1158
 MX1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1158!SPC CA 1     -   0.99995596  x   1.00000646  =   0.99996242
 MX1158!UTM  10      -   0.99995596  x   0.99961693  =   0.99957291
 MX1158
 MX1158|---------------------------------------------------------------------|
 MX1158| PID    Reference Object                     Distance      Geod. Az  |
 MX1158|                                                           dddmmss.s |
 MX1158| CD8936 2 96 31.57 RM 1                       4.313 METERS 10545     |
 MX1158| MX1160 2 96 31.46                          207.753 METERS 11207     |
 MX1158| MX1170 2 96 33.20                          APPROX. 2.9 KM 3534645.5 |
 MX1158|---------------------------------------------------------------------|
 MX1158
 MX1158                          SUPERSEDED SURVEY CONTROL
 MX1158
 MX1158  NAD 83(1986)-  41 41 30.26054(N)    123 26 44.51114(W) AD(1984.00) 2
 MX1158  NAD 27      -  41 41 30.80610(N)    123 26 40.27887(W) AD(       ) 2
 MX1158  NGVD 29 (07/19/86)  305.44   (m)         1002.1    (f) LEVELING    3  
 MX1158
 MX1158.Superseded values are not recommended for survey control.
 MX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1158.See file dsdata.txt to determine how the superseded data were derived.
 MX1158
 MX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6291115647(NAD 83)
 MX1158_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1158_SETTING: 80 = SET IN A BOULDER
 MX1158_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MX1158
 MX1158  HISTORY     - Date     Condition        Report By
 MX1158  HISTORY     - 1971     MONUMENTED       CADH
 MX1158
 MX1158                          STATION DESCRIPTION
 MX1158
 MX1158'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1158'THE STATION IS ABOUT 8 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY
 MX1158'CAMP AND ABOUT 1-1/2 AIRLINE MILES NORTHWEST OF FERRY POINT,
 MX1158'AND ON THE WEST SIDE OF HIGHWAY 96.
 MX1158'
 MX1158'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY
 MX1158'CAMP, GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96,
 MX1158'TURN RIGHT AND TRAVEL SOUTH FOR 10.4 MILES TO THE STATION ON THE
 MX1158'RIGHT.
 MX1158'
 MX1158'THE STATION IS ON A FLAT BENCH OF A HIGHWAY CUT, 45 FEET
 MX1158'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 30 FEET
 MX1158'HIGHER, ABOUT 300 FEET NORTHEAST OF A SIGN, DOUGLAS CREEK.
 MX1158'
 MX1158'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1158'STANDARD DISK STAMPED USC AND GS 2-96-31.57 1971, SET IN DRILL
 MX1158'HOLE IN A ROCK, LEVEL WITH THE GROUND.
 MX1158'
 MX1158'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1158'STANDARD DISK STAMPED USC AND GS 2-96-31.57 R.M. 1 1971
 MX1158'SET IN A DRILL HOLE IN A ROCK, LEVEL WITH THE GROUND.
 MX1158'
 MX1158'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1170 ***********************************************************************
 MX1170  DESIGNATION -  2 96 33.20
 MX1170  PID         -  MX1170
 MX1170  STATE/COUNTY-  CA/SISKIYOU
 MX1170  USGS QUAD   -  CLEAR CREEK (1981)
 MX1170
 MX1170                         *CURRENT SURVEY CONTROL
 MX1170  ___________________________________________________________________
 MX1170* NAD 83(1992)-  41 43 03.02998(N)    123 26 57.99968(W)     ADJUSTED  
 MX1170* NAVD 88     -       471.6    (meters)    1547.     (feet)  VERTCON   
 MX1170  ___________________________________________________________________
 MX1170  EPOCH DATE  -        1991.35
 MX1170  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MX1170  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 MX1170  HORZ ORDER  -  SECOND
 MX1170
 MX1170.The horizontal coordinates were established by classical geodetic methods
 MX1170.and adjusted by the National Geodetic Survey in March 1994.
 MX1170.The horizontal coordinates are valid at the epoch date displayed above.
 MX1170.The epoch date for horizontal control is a decimal equivalence
 MX1170.of Year/Month/Day.
 MX1170
 MX1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1170
 MX1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1170
 MX1170.The geoid height was determined by GEOID03.
 MX1170
 MX1170;                    North         East     Units Scale Factor Converg.
 MX1170;SPC CA 1     -   765,742.656 1,879,386.661   MT  1.00001331   -0 56 52.0
 MX1170;SPC CA 1     - 2,512,274.03  6,165,954.40   sFT  1.00001331   -0 56 52.0
 MX1170;UTM  10      - 4,618,509.852   462,613.870   MT  0.99961720   -0 17 56.7
 MX1170
 MX1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1170!SPC CA 1     -   0.99993005  x   1.00001331  =   0.99994336
 MX1170!UTM  10      -   0.99993005  x   0.99961720  =   0.99954727
 MX1170
 MX1170:                Primary Azimuth Mark                     Grid Az
 MX1170:SPC CA 1     -  2 96 34.13                               058 33 55.2
 MX1170:UTM  10      -  2 96 34.13                               057 54 59.9
 MX1170
 MX1170|---------------------------------------------------------------------|
 MX1170| PID    Reference Object                     Distance      Geod. Az  |
 MX1170|                                                           dddmmss.s |
 MX1170| MX1161 2 96 34.13                          APPROX. 1.1 KM 0573703.2 |
 MX1170| CD8937 2 96 33.20 RM 1                       3.581 METERS 11030     |
 MX1170|---------------------------------------------------------------------|
 MX1170
 MX1170                          SUPERSEDED SURVEY CONTROL
 MX1170
 MX1170  NAD 83(1986)-  41 43 03.02418(N)    123 26 58.00591(W) AD(1984.00) 2
 MX1170  NAD 27      -  41 43 03.57111(N)    123 26 53.76846(W) AD(       ) 2
 MX1170  NGVD 29 (07/19/86)  470.6    (m)         1544.     (f) VERT ANG    3  
 MX1170
 MX1170.Superseded values are not recommended for survey control.
 MX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1170.See file dsdata.txt to determine how the superseded data were derived.
 MX1170
 MX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6261418510(NAD 83)
 MX1170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1170
 MX1170  HISTORY     - Date     Condition        Report By
 MX1170  HISTORY     - 1971     MONUMENTED       CADH
 MX1170
 MX1170                          STATION DESCRIPTION
 MX1170
 MX1170'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1170'THE STATION IS LOCATED ABOUT 6-1/2 AIRLINE MILES SOUTH SOUTHWEST
 MX1170'OF HAPPY CAMP AND ABOUT 3 AIRLINE MILES NORTH NORTHWEST OF FERRY
 MX1170'POINT, ON A SHARP, SLOPING RIDGE RUNNING SOUTHEAST, AND ABOUT
 MX1170'1,000 FEET NORTHWEST OF HIGHWAY 96.
 MX1170'
 MX1170'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1170'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1170'AND TRAVEL SOUTH FOR 7.8 MILES TO CLEAR CREEK ROAD, (US FS
 MX1170'ROAD 16N 12), TURN RIGHT AND TRAVEL NORTHWEST UP WINGATE
 MX1170'CREEK FOR 1.7 MILES TO A FORK, TAKE LEFT FORK, (US FS ROAD
 MX1170'15N 32) TRAVEL ON DIRT ROAD FOR 0.6 MILES TO WHERE ROAD
 MX1170'CROSSES A RIDGE RUNNING SOUTHWEST AND END OF TRUCK TRAVEL.
 MX1170'PACK DOWNHILL ON A SKID ROAD RUNNING ON THE RIDGE LINE FOR
 MX1170'ABOUT 550 FEET TO THE STATION ON THE LEFT.
 MX1170'
 MX1170'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1170'STANDARD DISK STAMPED USC AND GS 2-96-33.20 1971, SET IN A
 MX1170'10 IN SQUARE CONCRETE POST, 0.3 FOOT ABOVE GROUND, 20 FEET
 MX1170'NORTH OF A SKID ROAD.
 MX1170'
 MX1170'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1170'STANDARD DISK STAMPED USC AND GS 2-96-33.20 R.M. 1 1971, SET IN
 MX1170'A 10 IN SQUARE CONCRETE POST.
 MX1170'
 MX1170'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1161 ***********************************************************************
 MX1161  DESIGNATION -  2 96 34.13
 MX1161  PID         -  MX1161
 MX1161  STATE/COUNTY-  CA/SISKIYOU
 MX1161  USGS QUAD   -  CLEAR CREEK (1981)
 MX1161
 MX1161                         *CURRENT SURVEY CONTROL
 MX1161  ___________________________________________________________________
 MX1161* NAD 83(1992)-  41 43 22.10841(N)    123 26 17.84055(W)     ADJUSTED  
 MX1161* NAVD 88     -       304.24   (+/-2cm)     998.2    (feet)  VERTCON   
 MX1161  ___________________________________________________________________
 MX1161  EPOCH DATE  -        1991.35
 MX1161  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 MX1161  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 MX1161  HORZ ORDER  -  SECOND
 MX1161  VERT ORDER  -  THIRD ? (See Below)
 MX1161
 MX1161.The horizontal coordinates were established by classical geodetic methods
 MX1161.and adjusted by the National Geodetic Survey in March 1994.
 MX1161.The horizontal coordinates are valid at the epoch date displayed above.
 MX1161.The epoch date for horizontal control is a decimal equivalence
 MX1161.of Year/Month/Day.
 MX1161
 MX1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1161.The vertical order pertains to the NGVD 29 superseded value.
 MX1161
 MX1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1161
 MX1161.The geoid height was determined by GEOID03.
 MX1161
 MX1161;                    North         East     Units Scale Factor Converg.
 MX1161;SPC CA 1     -   766,315.900 1,880,324.511   MT  1.00001474   -0 56 25.7
 MX1161;SPC CA 1     - 2,514,154.75  6,169,031.33   sFT  1.00001474   -0 56 25.7
 MX1161;UTM  10      - 4,619,093.446   463,544.800   MT  0.99961635   -0 17 30.1
 MX1161
 MX1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1161!SPC CA 1     -   0.99995629  x   1.00001474  =   0.99997103
 MX1161!UTM  10      -   0.99995629  x   0.99961635  =   0.99957266
 MX1161
 MX1161:                Primary Azimuth Mark                     Grid Az
 MX1161:SPC CA 1     -  2 96 34.74                               017 40 59.0
 MX1161:UTM  10      -  2 96 34.74                               017 02 03.4
 MX1161
 MX1161|---------------------------------------------------------------------|
 MX1161| PID    Reference Object                     Distance      Geod. Az  |
 MX1161|                                                           dddmmss.s |
 MX1161| MX1157 2 96 34.74                          APPROX. 0.9 KM 0164433.3 |
 MX1161| CD8939 2 96 34.13 RM 2                      18.562 METERS 04640     |
 MX1161| CD8938 2 96 34.13 RM 1                       9.735 METERS 26732     |
 MX1161|---------------------------------------------------------------------|
 MX1161
 MX1161                          SUPERSEDED SURVEY CONTROL
 MX1161
 MX1161  NAD 83(1986)-  41 43 22.10262(N)    123 26 17.84682(W) AD(1984.00) 2
 MX1161  NAD 27      -  41 43 22.64865(N)    123 26 13.60891(W) AD(       ) 2
 MX1161  NGVD 29 (07/19/86)  303.24   (m)          994.9    (f) LEVELING    3  
 MX1161
 MX1161.Superseded values are not recommended for survey control.
 MX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1161.See file dsdata.txt to determine how the superseded data were derived.
 MX1161
 MX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6354519093(NAD 83)
 MX1161_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1161
 MX1161  HISTORY     - Date     Condition        Report By
 MX1161  HISTORY     - 1971     MONUMENTED       CADH
 MX1161
 MX1161                          STATION DESCRIPTION
 MX1161
 MX1161'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1161'THE STATION IS LOCATED ABOUT 6 AIRLINE MILES SOUTH SOUTHWEST
 MX1161'OF HAPPY CAMP, ABOUT 3-1/2 AIRLINE MILES NORTH OF FERRY POINT,
 MX1161'AT WINGATE BAR.
 MX1161'
 MX1161'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1161'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1161'AND TRAVEL SOUTH FOR 7.8 MILES TO A LARGE LEVELED AREA ON THE
 MX1161'LEFT AND THE STATION.
 MX1161'
 MX1161'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1161'STANDARD DISK STAMPED USC AND GS 2-96-34.13 1971 SET IN A
 MX1161'10 IN SQUARE CONCRETE POST, 100 FT SOUTH OF THE CENTERLINE OF
 MX1161'THE HIGHWAY, 200 FEET EAST OF A SIGN, WINGATE BAR, 305 FEET
 MX1161'SOUTHWEST OF INTERSECTION OF HIGHWAY 96 AND CLEAR CREEK ROAD.
 MX1161'
 MX1161'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1161'STANDARD DISK STAMPED USC AND GS 2-96-34.13 R.M. 1 1971, SET
 MX1161'IN A 10 IN SQUARE CONCRETE POST.
 MX1161'
 MX1161'REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1161'STANDARD DISK STAMPED USC AND GS 2-96-34.13 R.M. 2 1971,
 MX1161'SET IN A 10 IN SQUARE CONCRETE POST.
 MX1161'
 MX1161'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1157 ***********************************************************************
 MX1157  DESIGNATION -  2 96 34.74
 MX1157  PID         -  MX1157
 MX1157  STATE/COUNTY-  CA/SISKIYOU
 MX1157  USGS QUAD   -  CLEAR CREEK (1981)
 MX1157
 MX1157                         *CURRENT SURVEY CONTROL
 MX1157  ___________________________________________________________________
 MX1157* NAD 83(1992)-  41 43 50.56187(N)    123 26 06.41385(W)     ADJUSTED  
 MX1157* NAVD 88     -       325.04   (+/-2cm)    1066.4    (feet)  VERTCON   
 MX1157  ___________________________________________________________________
 MX1157  EPOCH DATE  -        1991.35
 MX1157  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MX1157  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 MX1157  HORZ ORDER  -  SECOND
 MX1157  VERT ORDER  -  THIRD ? (See Below)
 MX1157
 MX1157.The horizontal coordinates were established by classical geodetic methods
 MX1157.and adjusted by the National Geodetic Survey in March 1994.
 MX1157.The horizontal coordinates are valid at the epoch date displayed above.
 MX1157.The epoch date for horizontal control is a decimal equivalence
 MX1157.of Year/Month/Day.
 MX1157
 MX1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1157.The vertical order pertains to the NGVD 29 superseded value.
 MX1157
 MX1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1157
 MX1157.The geoid height was determined by GEOID03.
 MX1157
 MX1157;                    North         East     Units Scale Factor Converg.
 MX1157;SPC CA 1     -   767,189.319 1,880,602.970   MT  1.00001690   -0 56 18.2
 MX1157;SPC CA 1     - 2,517,020.29  6,169,944.91   sFT  1.00001690   -0 56 18.2
 MX1157;UTM  10      - 4,619,969.611   463,813.244   MT  0.99961611   -0 17 22.7
 MX1157
 MX1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1157!SPC CA 1     -   0.99995302  x   1.00001690  =   0.99996992
 MX1157!UTM  10      -   0.99995302  x   0.99961611  =   0.99956915
 MX1157
 MX1157|---------------------------------------------------------------------|
 MX1157| PID    Reference Object                     Distance      Geod. Az  |
 MX1157|                                                           dddmmss.s |
 MX1157| CD8940 2 96 34.74 RM 1                      10.942 METERS 07712     |
 MX1157| MX1162 2 96 35.10                          APPROX. 0.7 KM 1065137.6 |
 MX1157|---------------------------------------------------------------------|
 MX1157
 MX1157                          SUPERSEDED SURVEY CONTROL
 MX1157
 MX1157  NAD 83(1986)-  41 43 50.55612(N)    123 26 06.42011(W) AD(1984.00) 2
 MX1157  NAD 27      -  41 43 51.10208(N)    123 26 02.18095(W) AD(       ) 2
 MX1157  NGVD 29 (07/19/86)  324.03   (m)         1063.1    (f) LEVELING    3  
 MX1157
 MX1157.Superseded values are not recommended for survey control.
 MX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1157.See file dsdata.txt to determine how the superseded data were derived.
 MX1157
 MX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6381319970(NAD 83)
 MX1157_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1157
 MX1157  HISTORY     - Date     Condition        Report By
 MX1157  HISTORY     - 1971     MONUMENTED       CADH
 MX1157
 MX1157                          STATION DESCRIPTION
 MX1157
 MX1157'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1157'THE STATION IS LOCATED ABOUT 5.5 AIRLINE MILES SOUTH
 MX1157'SOUTHWEST OF HAPPY CAMP, ABOUT 4 AIRLINE MILES NORTH OF FERRY
 MX1157'POINT ON A BENCH OF A CUT NORTH OF HIGHWAY 96.
 MX1157'
 MX1157'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HAPPY CAMP,
 MX1157'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1157'AND TRAVEL SOUTH FOR 7.2 MILES TO A BRIDGE OVER OAK FLAT CREEK
 MX1157'AND THE STATION ON THE RIGHT.  THE STATION IS ON A CUT BENCH
 MX1157'75 FEET NORTH OF THE CENTERLINE OF THIS HIGHWAY AND ABOUT 50
 MX1157'FEET HIGHER, AND ABOUT 300 FEET NORTHEAST OF OAK FLAT CREEK
 MX1157'BRIDGE.
 MX1157'
 MX1157'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 MX1157'2-1/4 IN DISK STAMPED USC AND GS 2-96-34.74 1971 SET IN A 10
 MX1157'IN SQUARE CONCRETE POST.
 MX1157'
 MX1157'REFERENCE MARK NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS
 MX1157'STANDARD 2-1/4 IN DISK STAMPED USC AND GS 2-96-34.74 R.M. 1
 MX1157'1971, SET IN A 10 IN SQUARE CONCRETE POST.
 MX1157'
 MX1157'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1162 ***********************************************************************
 MX1162  DESIGNATION -  2 96 35.10
 MX1162  PID         -  MX1162
 MX1162  STATE/COUNTY-  CA/SISKIYOU
 MX1162  USGS QUAD   -  CLEAR CREEK (1981)
 MX1162
 MX1162                         *CURRENT SURVEY CONTROL
 MX1162  ___________________________________________________________________
 MX1162* NAD 83(1992)-  41 43 44.38792(N)    123 25 39.22338(W)     ADJUSTED  
 MX1162* NAVD 88     -       298.2    (meters)     978.     (feet)  VERTCON   
 MX1162  ___________________________________________________________________
 MX1162  EPOCH DATE  -        1991.35
 MX1162  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 MX1162  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 MX1162  HORZ ORDER  -  SECOND
 MX1162
 MX1162.The horizontal coordinates were established by classical geodetic methods
 MX1162.and adjusted by the National Geodetic Survey in March 1994.
 MX1162.The horizontal coordinates are valid at the epoch date displayed above.
 MX1162.The epoch date for horizontal control is a decimal equivalence
 MX1162.of Year/Month/Day.
 MX1162
 MX1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1162
 MX1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1162
 MX1162.The geoid height was determined by GEOID03.
 MX1162
 MX1162;                    North         East     Units Scale Factor Converg.
 MX1162;SPC CA 1     -   766,988.596 1,881,228.189   MT  1.00001643   -0 56 00.5
 MX1162;SPC CA 1     - 2,516,361.75  6,171,996.15   sFT  1.00001643   -0 56 00.5
 MX1162;UTM  10      - 4,619,776.058   464,440.444   MT  0.99961556   -0 17 04.5
 MX1162
 MX1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1162!SPC CA 1     -   0.99995723  x   1.00001643  =   0.99997366
 MX1162!UTM  10      -   0.99995723  x   0.99961556  =   0.99957281
 MX1162
 MX1162:                Primary Azimuth Mark                     Grid Az
 MX1162:SPC CA 1     -  2 96 35.35                               062 01 42.8
 MX1162:UTM  10      -  2 96 35.35                               061 22 46.8
 MX1162
 MX1162|---------------------------------------------------------------------|
 MX1162| PID    Reference Object                     Distance      Geod. Az  |
 MX1162|                                                           dddmmss.s |
 MX1162| MX1164 2 96 35.35                          404.193 METERS 0610542.3 |
 MX1162| CD8941 2 96 35.10 RM 1                       5.809 METERS 21940     |
 MX1162|---------------------------------------------------------------------|
 MX1162
 MX1162                          SUPERSEDED SURVEY CONTROL
 MX1162
 MX1162  NAD 83(1986)-  41 43 44.38213(N)    123 25 39.22968(W) AD(1984.00) 2
 MX1162  NAD 27      -  41 43 44.92696(N)    123 25 34.99021(W) AD(       ) 2
 MX1162  NGVD 29 (07/19/86)  297.2    (m)          975.     (f) VERT ANG    3  
 MX1162
 MX1162.Superseded values are not recommended for survey control.
 MX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1162.See file dsdata.txt to determine how the superseded data were derived.
 MX1162
 MX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6444019776(NAD 83)
 MX1162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1162_SETTING: 66 = SET IN ROCK OUTCROP
 MX1162
 MX1162  HISTORY     - Date     Condition        Report By
 MX1162  HISTORY     - 1971     MONUMENTED       CADH
 MX1162
 MX1162                          STATION DESCRIPTION
 MX1162
 MX1162'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1162'THE STATION IS LOCATED ABOUT 5-1/4 AIRLINE MILES SOUTH SOUTHWEST
 MX1162'OF HAPPY CAMP, ABOUT 4 AIRLINE MILES NORTH OF FERRY POINT, AND ON
 MX1162'THE SOUTH SIDE OF THE KLAMATH RIVER.
 MX1162'
 MX1162'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1162'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1162'AND TRAVEL SOUTH FOR 6.8 MILES TO END OF TRUCK TRAVEL, PACK
 MX1162'SOUTH TO THE EDGE OF THE KLAMATH RIVER, AND CROSS BY BOAT.  THE
 MX1162'STATION IS 36 FEET SOUTH OF THE RIVER BANK, IN AN AREA OF TILTED
 MX1162'BEDROCK.  THE TOTAL PACK AND WATER TRAVEL IS ABOUT 300 FEET
 MX1162'FROM THE HIGHWAY.
 MX1162'
 MX1162'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD 2-1/4
 MX1162'IN DISK STAMPED USC AND GS 2-96-35.10 1971 SET IN A DRILL HOLE
 MX1162'IN BEDROCK.  A SURVEY MONUMENT MARKER IS 15 FEET SOUTH SOUTHWEST.
 MX1162'
 MX1162'REFERENCE MARK NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS
 MX1162'STANDARD 2-1/4 IN DISK STAMPED USC AND GS 2-96-35.10 R.M. 1
 MX1162'1971 SET IN A DRILL HOLE IN BEDROCK.
 MX1162'
 MX1162'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1164 ***********************************************************************
 MX1164  DESIGNATION -  2 96 35.35
 MX1164  PID         -  MX1164
 MX1164  STATE/COUNTY-  CA/SISKIYOU
 MX1164  USGS QUAD   -  CLEAR CREEK (1981)
 MX1164
 MX1164                         *CURRENT SURVEY CONTROL
 MX1164  ___________________________________________________________________
 MX1164* NAD 83(1992)-  41 43 50.72007(N)    123 25 23.91283(W)     ADJUSTED  
 MX1164* NAVD 88     -       318.00   (+/-2cm)    1043.3    (feet)  VERTCON   
 MX1164  ___________________________________________________________________
 MX1164  EPOCH DATE  -        1991.35
 MX1164  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 MX1164  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 MX1164  HORZ ORDER  -  SECOND
 MX1164  VERT ORDER  -  THIRD ? (See Below)
 MX1164
 MX1164.The horizontal coordinates were established by classical geodetic methods
 MX1164.and adjusted by the National Geodetic Survey in March 1994.
 MX1164.The horizontal coordinates are valid at the epoch date displayed above.
 MX1164.The epoch date for horizontal control is a decimal equivalence
 MX1164.of Year/Month/Day.
 MX1164
 MX1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1164.The vertical order pertains to the NGVD 29 superseded value.
 MX1164
 MX1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1164
 MX1164.The geoid height was determined by GEOID03.
 MX1164
 MX1164;                    North         East     Units Scale Factor Converg.
 MX1164;SPC CA 1     -   767,178.178 1,881,585.171   MT  1.00001691   -0 55 50.4
 MX1164;SPC CA 1     - 2,516,983.74  6,173,167.35   sFT  1.00001691   -0 55 50.4
 MX1164;UTM  10      - 4,619,969.594   464,795.114   MT  0.99961525   -0 16 54.4
 MX1164
 MX1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1164!SPC CA 1     -   0.99995412  x   1.00001691  =   0.99997103
 MX1164!UTM  10      -   0.99995412  x   0.99961525  =   0.99956939
 MX1164
 MX1164:                Primary Azimuth Mark                     Grid Az
 MX1164:SPC CA 1     -  2 96 36.50                               050 01 46.2
 MX1164:UTM  10      -  2 96 36.50                               049 22 50.2
 MX1164
 MX1164|---------------------------------------------------------------------|
 MX1164| PID    Reference Object                     Distance      Geod. Az  |
 MX1164|                                                           dddmmss.s |
 MX1164| MX1165 2 96 36.50                          APPROX. 1.7 KM 0490555.8 |
 MX1164| MX1162 2 96 35.10                          404.193 METERS 2410552.5 |
 MX1164| CD8942 2 96 35.35 RM 1                      20.522 METERS 28201     |
 MX1164| CD8943 2 96 35.35 RM 2                      16.401 METERS 32937     |
 MX1164|---------------------------------------------------------------------|
 MX1164
 MX1164                          SUPERSEDED SURVEY CONTROL
 MX1164
 MX1164  NAD 83(1986)-  41 43 50.71432(N)    123 25 23.91910(W) AD(1984.00) 2
 MX1164  NAD 27      -  41 43 51.25929(N)    123 25 19.67901(W) AD(       ) 2
 MX1164  NGVD 29 (07/19/86)  316.99   (m)         1040.0    (f) LEVELING    3  
 MX1164
 MX1164.Superseded values are not recommended for survey control.
 MX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1164.See file dsdata.txt to determine how the superseded data were derived.
 MX1164
 MX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6479519970(NAD 83)
 MX1164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1164
 MX1164  HISTORY     - Date     Condition        Report By
 MX1164  HISTORY     - 1971     MONUMENTED       CADH
 MX1164
 MX1164                          STATION DESCRIPTION
 MX1164
 MX1164'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1164'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES SOUTH SOUTHWEST
 MX1164'OF HAPPY CAMP, AND ABOUT 4 AIRLINE MILES NORTH OF FERRY POINT,
 MX1164'AND ON THE SOUTHEAST SIDE OF HIGHWAY 96.
 MX1164'
 MX1164'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1164'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1164'AND TRAVEL SOUTH FOR 6.6 MILES TO THE STATION ON THE LEFT, 360
 MX1164'FEET SOUTH SOUTHWEST FROM THE CENTER OF A CONCRETE CRIB WALL.
 MX1164'
 MX1164'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1164'STANDARD DISK STAMPED USC AND GS 2-96-35.35 1971, SET IN A 10
 MX1164'IN SQUARE CONCRETE POST, IN A LEVELED AREA, 40 FEET SOUTHEAST
 MX1164'OF THE CENTERLINE OF THE HIGHWAY.
 MX1164'
 MX1164'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1164'STANDARD DISK STAMPED USC AND GS 2-96-35.35 R.M. 1 1971, SET
 MX1164'IN A DRILL HOLE IN A ROCK, IN A CUT SLOPE, 20 FEET NORTH OF THE
 MX1164'CENTER OF THE ROAD.
 MX1164'
 MX1164'REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1164'IN STANDARD DISK STAMPED USC AND GS 2-96-35.35 R.M. 2 1971, SET
 MX1164'IN A DRILL HOLE IN A ROCK, IN A CUT SLOPE, 15 FEET NORTH OF THE
 MX1164'CENTERLINE OF THE HIGHWAY.
 MX1164'
 MX1164'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1165 ***********************************************************************
 MX1165  DESIGNATION -  2 96 36.50
 MX1165  PID         -  MX1165
 MX1165  STATE/COUNTY-  CA/SISKIYOU
 MX1165  USGS QUAD   -  CLEAR CREEK (1981)
 MX1165
 MX1165                         *CURRENT SURVEY CONTROL
 MX1165  ___________________________________________________________________
 MX1165* NAD 83(1992)-  41 44 27.72550(N)    123 24 26.86988(W)     ADJUSTED  
 MX1165* NAVD 88     -       321.18   (+/-2cm)    1053.7    (feet)  VERTCON   
 MX1165  ___________________________________________________________________
 MX1165  EPOCH DATE  -        1991.35
 MX1165  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 MX1165  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 MX1165  HORZ ORDER  -  SECOND
 MX1165  VERT ORDER  -  THIRD ? (See Below)
 MX1165
 MX1165.The horizontal coordinates were established by classical geodetic methods
 MX1165.and adjusted by the National Geodetic Survey in March 1994.
 MX1165.The horizontal coordinates are valid at the epoch date displayed above.
 MX1165.The epoch date for horizontal control is a decimal equivalence
 MX1165.of Year/Month/Day.
 MX1165
 MX1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1165.The vertical order pertains to the NGVD 29 superseded value.
 MX1165
 MX1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1165
 MX1165.The geoid height was determined by GEOID03.
 MX1165
 MX1165;                    North         East     Units Scale Factor Converg.
 MX1165;SPC CA 1     -   768,298.459 1,882,921.671   MT  1.00001974   -0 55 13.1
 MX1165;SPC CA 1     - 2,520,659.19  6,177,552.18   sFT  1.00001974   -0 55 13.1
 MX1165;UTM  10      - 4,621,104.482   466,118.305   MT  0.99961413   -0 16 16.6
 MX1165
 MX1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1165!SPC CA 1     -   0.99995362  x   1.00001974  =   0.99997336
 MX1165!UTM  10      -   0.99995362  x   0.99961413  =   0.99956777
 MX1165
 MX1165|---------------------------------------------------------------------|
 MX1165| PID    Reference Object                     Distance      Geod. Az  |
 MX1165|                                                           dddmmss.s |
 MX1165| CD8944 2 96 36.50 RM 1                      20.903 METERS 00439     |
 MX1165| MX1169 2 96 36.85                          APPROX. 0.7 KM 0533506.6 |
 MX1165| CD8945 2 96 36.50 RM 2                      17.267 METERS 35250     |
 MX1165|---------------------------------------------------------------------|
 MX1165
 MX1165                          SUPERSEDED SURVEY CONTROL
 MX1165
 MX1165  NAD 83(1986)-  41 44 27.71974(N)    123 24 26.87613(W) AD(1984.00) 2
 MX1165  NAD 27      -  41 44 28.26468(N)    123 24 22.63630(W) AD(       ) 2
 MX1165  NGVD 29 (07/19/86)  320.17   (m)         1050.4    (f) LEVELING    3  
 MX1165
 MX1165.Superseded values are not recommended for survey control.
 MX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1165.See file dsdata.txt to determine how the superseded data were derived.
 MX1165
 MX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6611821104(NAD 83)
 MX1165_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1165
 MX1165  HISTORY     - Date     Condition        Report By
 MX1165  HISTORY     - 1971     MONUMENTED       CADH
 MX1165
 MX1165                          STATION DESCRIPTION
 MX1165
 MX1165'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1165'THE STATION IS LOCATED ABOUT 4 AIRLINE MILES SOUTH SOUTHWEST
 MX1165'OF HAPPY CAMP, ABOUT 5 AIRLINE MILES NORTH NORTHEAST OF FERRY
 MX1165'POINT AND ON THE SOUTHEAST SIDE OF HIGHWAY 96.
 MX1165'
 MX1165'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1165'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1165'AND TRAVEL SOUTH FOR 5.5 MILES TO THE STATION ON THE LEFT,
 MX1165'2 MILES NORTH OF DOOLITTLE CREEK.
 MX1165'
 MX1165'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1165'STANDARD DISK STAMPED USC AND GS 2-96-36.50 1971 SET IN A 10
 MX1165'IN SQUARE CONCRETE POST, IN A LEVELED AREA 40 FEET SOUTH OF THE
 MX1165'CENTERLINE OF THE HIGHWAY.
 MX1165'
 MX1165'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1165'IN STANDARD DISK STAMPED USC AND GS 2-96-36.50 R.M. 1 1971,
 MX1165'SET IN A DRILL HOLE IN A ROCK, IN A CUT SLOPE, 20 FEET NORTH OF
 MX1165'THE CENTER OF THE ROAD.
 MX1165'
 MX1165'REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1165'IN STANDARD DISK STAMPED USC AND GS 2-96-36.50 R.M. 2 1971
 MX1165'SET IN A DRILL HOLE IN A ROCK, IN A CUT SLOPE, 15 FEET NORTH OF
 MX1165'THE CENTERLINE OF THE HIGHWAY.
 MX1165'
 MX1165'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1169 ***********************************************************************
 MX1169  DESIGNATION -  2 96 36.85
 MX1169  PID         -  MX1169
 MX1169  STATE/COUNTY-  CA/SISKIYOU
 MX1169  USGS QUAD   -  CLEAR CREEK (1981)
 MX1169
 MX1169                         *CURRENT SURVEY CONTROL
 MX1169  ___________________________________________________________________
 MX1169* NAD 83(1992)-  41 44 41.62453(N)    123 24 01.70952(W)     ADJUSTED  
 MX1169* NAVD 88     -       309.2    (meters)    1014.     (feet)  VERTCON   
 MX1169  ___________________________________________________________________
 MX1169  EPOCH DATE  -        1991.35
 MX1169  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 MX1169  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 MX1169  HORZ ORDER  -  SECOND
 MX1169
 MX1169.The horizontal coordinates were established by classical geodetic methods
 MX1169.and adjusted by the National Geodetic Survey in March 1994.
 MX1169.The horizontal coordinates are valid at the epoch date displayed above.
 MX1169.The epoch date for horizontal control is a decimal equivalence
 MX1169.of Year/Month/Day.
 MX1169
 MX1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1169
 MX1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1169
 MX1169.The geoid height was determined by GEOID03.
 MX1169
 MX1169;                    North         East     Units Scale Factor Converg.
 MX1169;SPC CA 1     -   768,717.915 1,883,509.847   MT  1.00002081   -0 54 56.7
 MX1169;SPC CA 1     - 2,522,035.36  6,179,481.89   sFT  1.00002081   -0 54 56.7
 MX1169;UTM  10      - 4,621,530.401   466,701.454   MT  0.99961364   -0 15 59.9
 MX1169
 MX1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1169!SPC CA 1     -   0.99995549  x   1.00002081  =   0.99997630
 MX1169!UTM  10      -   0.99995549  x   0.99961364  =   0.99956915
 MX1169
 MX1169|---------------------------------------------------------------------|
 MX1169| PID    Reference Object                     Distance      Geod. Az  |
 MX1169|                                                           dddmmss.s |
 MX1169| MX1175 2 96 37.00                          264.454 METERS 02805     |
 MX1169| CD8946 2 96 36.85 RM 1                       3.350 METERS 15021     |
 MX1169| MX1165 2 96 36.50                          APPROX. 0.7 KM 2333523.3 |
 MX1169|---------------------------------------------------------------------|
 MX1169
 MX1169                          SUPERSEDED SURVEY CONTROL
 MX1169
 MX1169  NAD 83(1986)-  41 44 41.61878(N)    123 24 01.71574(W) AD(1984.00) 2
 MX1169  NAD 27      -  41 44 42.16400(N)    123 23 57.47584(W) AD(       ) 2
 MX1169  NGVD 29 (07/19/86)  308.2    (m)         1011.     (f) VERT ANG    3  
 MX1169
 MX1169.Superseded values are not recommended for survey control.
 MX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1169.See file dsdata.txt to determine how the superseded data were derived.
 MX1169
 MX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6670121530(NAD 83)
 MX1169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1169_SETTING: 66 = SET IN ROCK OUTCROP
 MX1169
 MX1169  HISTORY     - Date     Condition        Report By
 MX1169  HISTORY     - 1971     MONUMENTED       CADH
 MX1169
 MX1169                          STATION DESCRIPTION
 MX1169
 MX1169'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1169'THE STATION IS ABOUT 3-3/4 AIRLINE MILES SOUTH SOUTHWEST OF
 MX1169'HAPPY CAMP, ABOUT 5.5 AIRLINE MILES NORTH NORTHEAST OF FERRY
 MX1169'POINT, AND ON THE SOUTHEAST SIDE OF THE KLAMATH RIVER.
 MX1169'
 MX1169'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1169'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1169'AND TRAVEL SOUTH FOR 4.7 MILES TO THE KANAKA RIVER ACCESS TRAIL
 MX1169'AND END OF TRUCK TRAVEL.  TAKE TRAIL SOUTH TO THE KLAMATH RIVER
 MX1169'AND CROSS RIVER WITH BOAT TO THE EAST SIDE, PACK DOWN RIVER
 MX1169'TO A ROCK OUTCROPPING, 70 FEET SOUTHWEST OF THE OUTLET OF KANAKA
 MX1169'CREEK, AND THE STATION.
 MX1169'
 MX1169'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD 2-1/4
 MX1169'IN DISK STAMPED USC AND GS 2-96-36.85 1971 SET IN A DRILL
 MX1169'HOLE IN THE FIRST HIGH RIDGE OF BEDROCK DOWN RIVER FROM THE
 MX1169'OUTLET OF KANAKA CREEK.  A SURVEY MONUMENT MARKER IS 55 FEET
 MX1169'SOUTH SOUTHEAST, AT THE BASE OF A 12-FOOT VERTICAL ROCK CLIFF.
 MX1169'
 MX1169'REFERENCE MARK NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 MX1169'2-1/4 IN DISK STAMPED USC AND GS 2-96-36.85 R.M. 1 1971 SET
 MX1169'IN A DRILL HOLE IN THE SAME RIDGE OF BEDROCK.
 MX1169'
 MX1169'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1175 ***********************************************************************
 MX1175  DESIGNATION -  2 96 37.00
 MX1175  PID         -  MX1175
 MX1175  STATE/COUNTY-  CA/SISKIYOU
 MX1175  USGS QUAD   -  CLEAR CREEK (1981)
 MX1175
 MX1175                         *CURRENT SURVEY CONTROL
 MX1175  ___________________________________________________________________
 MX1175* NAD 83(1992)-  41 44 49.18731(N)    123 23 56.32241(W)     ADJUSTED  
 MX1175* NAVD 88     -       311.2    (meters)    1021.     (feet)  VERTCON   
 MX1175  ___________________________________________________________________
 MX1175  EPOCH DATE  -        1991.35
 MX1175  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 MX1175  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 MX1175  HORZ ORDER  -  SECOND
 MX1175
 MX1175.The horizontal coordinates were established by classical geodetic methods
 MX1175.and adjusted by the National Geodetic Survey in March 1994.
 MX1175.The horizontal coordinates are valid at the epoch date displayed above.
 MX1175.The epoch date for horizontal control is a decimal equivalence
 MX1175.of Year/Month/Day.
 MX1175
 MX1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1175
 MX1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1175
 MX1175.The geoid height was determined by GEOID03.
 MX1175
 MX1175;                    North         East     Units Scale Factor Converg.
 MX1175;SPC CA 1     -   768,949.231 1,883,638.032   MT  1.00002139   -0 54 53.2
 MX1175;SPC CA 1     - 2,522,794.27  6,179,902.44   sFT  1.00002139   -0 54 53.2
 MX1175;UTM  10      - 4,621,763.060   466,826.959   MT  0.99961354   -0 15 56.4
 MX1175
 MX1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1175!SPC CA 1     -   0.99995518  x   1.00002139  =   0.99997657
 MX1175!UTM  10      -   0.99995518  x   0.99961354  =   0.99956874
 MX1175
 MX1175|---------------------------------------------------------------------|
 MX1175| PID    Reference Object                     Distance      Geod. Az  |
 MX1175|                                                           dddmmss.s |
 MX1175| CD8947 2 96 37.00 RM 1                       3.917 METERS 04129     |
 MX1175| MX1169 2 96 36.85                          264.454 METERS 20805     |
 MX1175| MX1172 2 96 37.15                          306.997 METERS 32653     |
 MX1175|---------------------------------------------------------------------|
 MX1175
 MX1175                          SUPERSEDED SURVEY CONTROL
 MX1175
 MX1175  NAD 83(1986)-  41 44 49.18158(N)    123 23 56.32859(W) AD(1984.00) 2
 MX1175  NAD 27      -  41 44 49.72700(N)    123 23 52.08877(W) AD(       ) 2
 MX1175  NGVD 29 (07/19/86)  310.2    (m)         1018.     (f) VERT ANG    3  
 MX1175
 MX1175.Superseded values are not recommended for survey control.
 MX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1175.See file dsdata.txt to determine how the superseded data were derived.
 MX1175
 MX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6682721763(NAD 83)
 MX1175_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1175_SETTING: 66 = SET IN ROCK OUTCROP
 MX1175
 MX1175  HISTORY     - Date     Condition        Report By
 MX1175  HISTORY     - 1971     MONUMENTED       CADH
 MX1175
 MX1175                          STATION DESCRIPTION
 MX1175
 MX1175'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1175'THE STATION IS ABOUT 3.5 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY
 MX1175'CAMP, ABOUT 5.5 AIRLINE MILES NORTH NORTHEAST OF FERRY POINT,
 MX1175'AND ON THE SOUTHEAST SIDE OF THE KLAMATH RIVER.
 MX1175'
 MX1175'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1175'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1175'AND TRAVEL SOUTH FOR 4.7 MILES TO THE KANAKA RIVER ACCESS TRAIL
 MX1175'AND END OF TRUCK TRAVEL.  TAKE TRAIL SOUTH TO THE KLAMATH
 MX1175'RIVER AND PACK DOWN RIVER ON A GRAVEL BAR ON NORTHWEST SIDE
 MX1175'OF RIVER TO WHERE BAR ENDS, ABOUT 400 FEET.  CROSS RIVER BY
 MX1175'BOAT, SOUTH TO THE STATION.  THE STATION IS ABOUT 25 FEET ABOVE
 MX1175'AND 60 FEET SOUTHEAST OF THE SUMMER STAGE OF THE RIVER.
 MX1175'
 MX1175'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 MX1175'2-1/4 IN DISK STAMPED USC AND GS 2-96-37.00 1971, SET IN A DRILL
 MX1175'HOLE IN A FLAT, 3-FOOT SIDED TRIANGULAR ROCK LEVEL WITH THE
 MX1175'GROUND.  THE STATION IS 70 FEET SOUTHWEST OF THE LARGEST ROCK
 MX1175'OUTCROPPING IN THE AREA.
 MX1175'
 MX1175'THE STATION IS ABOUT 50 FEET NORTHEAST OF THE MOUTH AT A SMALL
 MX1175'DRAW, 40 FEET WEST AND 15 FEET BELOW AN OLD DITCH GRADE, 14
 MX1175'FEET NORTHEAST OF A 14 IN LIVE OAK TREE, 10 FEET NORTH OF A
 MX1175'SURVEY MONUMENT MARKER, 10 FEET NORTH OF A 6 IN FIR TREE.
 MX1175'
 MX1175'REFERENCE MARK NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS
 MX1175'STANDARD 2-1/4 IN DISK STAMPED USC AND GS 2-96-37.00 R.M. 1
 MX1175'1971, SET IN A DRILL HOLE IN A 1-FOOT BY 1.5-FOOT ROCK, LEVEL
 MX1175'WITH THE GROUND.
 MX1175'
 MX1175'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1172 ***********************************************************************
 MX1172  DESIGNATION -  2 96 37.15
 MX1172  PID         -  MX1172
 MX1172  STATE/COUNTY-  CA/SISKIYOU
 MX1172  USGS QUAD   -  CLEAR CREEK (1981)
 MX1172
 MX1172                         *CURRENT SURVEY CONTROL
 MX1172  ___________________________________________________________________
 MX1172* NAD 83(1992)-  41 44 57.52117(N)    123 24 03.58245(W)     ADJUSTED  
 MX1172* NAVD 88     -       346.05   (+/-2cm)    1135.3    (feet)  VERTCON   
 MX1172  ___________________________________________________________________
 MX1172  EPOCH DATE  -        1991.35
 MX1172  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 MX1172  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 MX1172  HORZ ORDER  -  SECOND
 MX1172  VERT ORDER  -  THIRD ? (See Below)
 MX1172
 MX1172.The horizontal coordinates were established by classical geodetic methods
 MX1172.and adjusted by the National Geodetic Survey in March 1994.
 MX1172.The horizontal coordinates are valid at the epoch date displayed above.
 MX1172.The epoch date for horizontal control is a decimal equivalence
 MX1172.of Year/Month/Day.
 MX1172
 MX1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1172.The vertical order pertains to the NGVD 29 superseded value.
 MX1172
 MX1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1172
 MX1172.The geoid height was determined by GEOID03.
 MX1172
 MX1172;                    North         East     Units Scale Factor Converg.
 MX1172;SPC CA 1     -   769,209.003 1,883,474.417   MT  1.00002204   -0 54 57.9
 MX1172;SPC CA 1     - 2,523,646.54  6,179,365.65   sFT  1.00002204   -0 54 57.9
 MX1172;UTM  10      - 4,622,020.856   466,660.480   MT  0.99961368   -0 16 01.3
 MX1172
 MX1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1172!SPC CA 1     -   0.99994971  x   1.00002204  =   0.99997175
 MX1172!UTM  10      -   0.99994971  x   0.99961368  =   0.99956341
 MX1172
 MX1172:                Primary Azimuth Mark                     Grid Az
 MX1172:SPC CA 1     -  2 96 37.70                               045 47 55.4
 MX1172:UTM  10      -  2 96 37.70                               045 08 58.8
 MX1172
 MX1172|---------------------------------------------------------------------|
 MX1172| PID    Reference Object                     Distance      Geod. Az  |
 MX1172|                                                           dddmmss.s |
 MX1172| MX1189 2 96 37.70                          APPROX. 0.8 KM 0445257.5 |
 MX1172| MX1175 2 96 37.00                          306.997 METERS 14653     |
 MX1172| CD8948 2 96 37.15 RM 1                       4.883 METERS 24938     |
 MX1172|---------------------------------------------------------------------|
 MX1172
 MX1172                          SUPERSEDED SURVEY CONTROL
 MX1172
 MX1172  NAD 83(1986)-  41 44 57.51539(N)    123 24 03.58849(W) AD(1984.00) 2
 MX1172  NAD 27      -  41 44 58.06006(N)    123 23 59.34791(W) AD(       ) 2
 MX1172  NGVD 29 (07/19/86)  345.05   (m)         1132.1    (f) LEVELING    3  
 MX1172
 MX1172.Superseded values are not recommended for survey control.
 MX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1172.See file dsdata.txt to determine how the superseded data were derived.
 MX1172
 MX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6666022021(NAD 83)
 MX1172_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1172
 MX1172  HISTORY     - Date     Condition        Report By
 MX1172  HISTORY     - 1971     MONUMENTED       CADH
 MX1172
 MX1172                          STATION DESCRIPTION
 MX1172
 MX1172'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1172'THE STATION IS LOCATED ABOUT 3-1/2 AIRLINE MILES SOUTH SOUTHWEST
 MX1172'OF HAPPY CAMP, ABOUT 5-1/2 AIRLINE MILES NORTH NORTHEAST OF
 MX1172'FERRY POINT, AND WEST OF HIGHWAY 96.
 MX1172'
 MX1172'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1172'GO EAST ON DAVIS ROAD FOR 0.08 MILES TO HIGHWAY 96, TURN RIGHT
 MX1172'AND TRAVEL SOUTH FOR 4.7 MILES TO THE KANAKA RIVER ACCESS TRAIL,
 MX1172'AND THE STATION ON THE RIGHT.
 MX1172'
 MX1172'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1172'STANDARD DISK STAMPED USC AND GS 2-96-37.15 1971 SET IN A 10
 MX1172'IN SQUARE CONCRETE POST, 45 FEET WEST OF THE CENTERLINE OF THE
 MX1172'HIGHWAY AND ABOUT 25 FEET HIGHER, ABOUT 120 FEET NORTH OF A 36
 MX1172'IN CULVERT UNDER HIGHWAY.  A SURVEY MONUMENT MARKER IS 3.1 FEET
 MX1172'WEST NORTHWEST.
 MX1172'
 MX1172'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1172'IN STANDARD DISK STAMPED USC AND GS 2-96-37.15 R.M. 1 1971 SET
 MX1172'IN A 10 IN SQUARE CONCRETE POST.
 MX1172'
 MX1172'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1189 ***********************************************************************
 MX1189  DESIGNATION -  2 96 37.70
 MX1189  PID         -  MX1189
 MX1189  STATE/COUNTY-  CA/SISKIYOU
 MX1189  USGS QUAD   -  HAPPY CAMP (1980)
 MX1189
 MX1189                         *CURRENT SURVEY CONTROL
 MX1189  ___________________________________________________________________
 MX1189* NAD 83(1992)-  41 45 15.74276(N)    123 23 39.34677(W)     ADJUSTED  
 MX1189* NAVD 88     -       346.69   (+/-2cm)    1137.4    (feet)  VERTCON   
 MX1189  ___________________________________________________________________
 MX1189  EPOCH DATE  -        1991.35
 MX1189  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 MX1189  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 MX1189  HORZ ORDER  -  SECOND
 MX1189  VERT ORDER  -  THIRD ? (See Below)
 MX1189
 MX1189.The horizontal coordinates were established by classical geodetic methods
 MX1189.and adjusted by the National Geodetic Survey in March 1994.
 MX1189.The horizontal coordinates are valid at the epoch date displayed above.
 MX1189.The epoch date for horizontal control is a decimal equivalence
 MX1189.of Year/Month/Day.
 MX1189
 MX1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1189.The vertical order pertains to the NGVD 29 superseded value.
 MX1189
 MX1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1189
 MX1189.The geoid height was determined by GEOID03.
 MX1189
 MX1189;                    North         East     Units Scale Factor Converg.
 MX1189;SPC CA 1     -   769,762.192 1,884,043.250   MT  1.00002346   -0 54 42.1
 MX1189;SPC CA 1     - 2,525,461.46  6,181,231.90   sFT  1.00002346   -0 54 42.1
 MX1189;UTM  10      - 4,622,580.225   467,222.779   MT  0.99961322   -0 15 45.2
 MX1189
 MX1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1189!SPC CA 1     -   0.99994961  x   1.00002346  =   0.99997307
 MX1189!UTM  10      -   0.99994961  x   0.99961322  =   0.99956285
 MX1189
 MX1189:                Primary Azimuth Mark                     Grid Az
 MX1189:SPC CA 1     -  2 96 38.31                               339 14 00.6
 MX1189:UTM  10      -  2 96 38.31                               338 35 03.7
 MX1189
 MX1189|---------------------------------------------------------------------|
 MX1189| PID    Reference Object                     Distance      Geod. Az  |
 MX1189|                                                           dddmmss.s |
 MX1189| MX1188 2 96 38.31                          APPROX. 1.1 KM 3381918.5 |
 MX1189| CD8949 2 96 37.70 RM 1                      29.276 METERS 34444     |
 MX1189|---------------------------------------------------------------------|
 MX1189
 MX1189                          SUPERSEDED SURVEY CONTROL
 MX1189
 MX1189  NAD 83(1991)-  41 45 15.73708(N)    123 23 39.35259(W) AD(1984.00) 2
 MX1189  NAD 83(1986)-  41 45 15.73698(N)    123 23 39.35277(W) AD(1984.00) 2
 MX1189  NAD 27      -  41 45 16.28262(N)    123 23 35.11301(W) AD(       ) 2
 MX1189  NGVD 29 (07/19/86)  345.69   (m)         1134.2    (f) LEVELING    3  
 MX1189
 MX1189.Superseded values are not recommended for survey control.
 MX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1189.See file dsdata.txt to determine how the superseded data were derived.
 MX1189
 MX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6722322580(NAD 83)
 MX1189_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1189
 MX1189  HISTORY     - Date     Condition        Report By
 MX1189  HISTORY     - 1971     MONUMENTED       CADH
 MX1189
 MX1189                          STATION DESCRIPTION
 MX1189
 MX1189'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1189'THE STATION IS LOCATED ABOUT 3 AIRLINE MILES SOUTH SOUTHWEST OF
 MX1189'HAPPY CAMP, ABOUT 6 AIRLINE MILES NORTH NORTHEAST OF FERRY POINT,
 MX1189'AND ON THE EAST SHOULDER OF HIGHWAY 96.
 MX1189'
 MX1189'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1189'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1189'AND TRAVEL SOUTH FOR 4.2 MILES TO THE CENTER OF A SHARP CURVE
 MX1189'TO THE RIGHT, TO A 30-FOOT WIDE PARKING AREA ON THE LEFT AND
 MX1189'THE STATION.
 MX1189'
 MX1189'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD 2-1/4
 MX1189'IN DISK STAMPED USC AND GS 2-96-37.70 1971 SET IN A 10 IN
 MX1189'SQUARE CONCRETE POST, LEVEL WITH THE GROUND.  THE STATION IS
 MX1189'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A SURVEY
 MX1189'MONUMENT MARKER IS 2.8 FEET SOUTHEAST.
 MX1189'
 MX1189'REFERENCE MARKER NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS
 MX1189'STANDARD 2-1/4 IN DISK STAMPED USC AND GS 2-96-37.70 R.M. 1 1971
 MX1189'SET IN 10 IN SQUARE CONCRETE POST, 0.2 FOOT BELOW GROUND AND
 MX1189'2-1/2 FEET EAST OF EAST EDGE OF PAVEMENT OF HIGHWAY 96.
 MX1189'
 MX1189'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1188 ***********************************************************************
 MX1188  DESIGNATION -  2 96 38.31
 MX1188  PID         -  MX1188
 MX1188  STATE/COUNTY-  CA/SISKIYOU
 MX1188  USGS QUAD   -  HAPPY CAMP (1980)
 MX1188
 MX1188                         *CURRENT SURVEY CONTROL
 MX1188  ___________________________________________________________________
 MX1188* NAD 83(1992)-  41 45 47.44740(N)    123 23 56.17986(W)     ADJUSTED  
 MX1188* NAVD 88     -       341.57   (+/-2cm)    1120.6    (feet)  VERTCON   
 MX1188  ___________________________________________________________________
 MX1188  EPOCH DATE  -        1991.35
 MX1188  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 MX1188  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MX1188  HORZ ORDER  -  SECOND
 MX1188  VERT ORDER  -  THIRD ? (See Below)
 MX1188
 MX1188.The horizontal coordinates were established by classical geodetic methods
 MX1188.and adjusted by the National Geodetic Survey in March 1994.
 MX1188.The horizontal coordinates are valid at the epoch date displayed above.
 MX1188.The epoch date for horizontal control is a decimal equivalence
 MX1188.of Year/Month/Day.
 MX1188
 MX1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1188.The vertical order pertains to the NGVD 29 superseded value.
 MX1188
 MX1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1188
 MX1188.The geoid height was determined by GEOID03.
 MX1188
 MX1188;                    North         East     Units Scale Factor Converg.
 MX1188;SPC CA 1     -   770,746.454 1,883,670.022   MT  1.00002595   -0 54 53.1
 MX1188;SPC CA 1     - 2,528,690.66  6,180,007.40   sFT  1.00002595   -0 54 53.1
 MX1188;UTM  10      - 4,623,559.792   466,838.583   MT  0.99961353   -0 15 56.6
 MX1188
 MX1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1188!SPC CA 1     -   0.99995041  x   1.00002595  =   0.99997636
 MX1188!UTM  10      -   0.99995041  x   0.99961353  =   0.99956396
 MX1188
 MX1188|---------------------------------------------------------------------|
 MX1188| PID    Reference Object                     Distance      Geod. Az  |
 MX1188|                                                           dddmmss.s |
 MX1188| CD8950 2 96 38.31 RM 1                      21.583 METERS 25144     |
 MX1188| MX1182 2 96 38.60                          450.878 METERS 2933545.2 |
 MX1188|---------------------------------------------------------------------|
 MX1188
 MX1188                          SUPERSEDED SURVEY CONTROL
 MX1188
 MX1188  NAD 83(1991)-  41 45 47.44187(N)    123 23 56.18539(W) AD(1984.00) 2
 MX1188  NAD 83(1986)-  41 45 47.44165(N)    123 23 56.18559(W) AD(1984.00) 2
 MX1188  NAD 27      -  41 45 47.98657(N)    123 23 51.94635(W) AD(       ) 2
 MX1188  NGVD 29 (07/19/86)  340.57   (m)         1117.4    (f) LEVELING    3  
 MX1188
 MX1188.Superseded values are not recommended for survey control.
 MX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1188.See file dsdata.txt to determine how the superseded data were derived.
 MX1188
 MX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6683923560(NAD 83)
 MX1188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1188
 MX1188  HISTORY     - Date     Condition        Report By
 MX1188  HISTORY     - 1971     MONUMENTED       CADH
 MX1188
 MX1188                          STATION DESCRIPTION
 MX1188
 MX1188'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1188'THE STATION IS LOCATED ABOUT 2-1/2 AIRLINE MILES SOUTH SOUTHWEST
 MX1188'OF HAPPY CAMP, ON THE EAST SHOULDER OF HIGHWAY 96.
 MX1188'
 MX1188'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1188'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT AND
 MX1188'TRAVEL SOUTH FOR 3.5 MILES TO A SHARP TURN TO THE RIGHT AND THE
 MX1188'STATION ON THE LEFT, 5 MILES SOUTH OF BENJAMIN CREEK.
 MX1188'
 MX1188'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD 2-1/4
 MX1188'IN DISK STAMPED USC AND GS 2-96-38.31 1971 SET IN A 10 IN
 MX1188'SQUARE CONCRETE POST, LEVEL WITH THE GROUND.  THE STATION IS 34
 MX1188'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN A WIDE
 MX1188'SHOULDER AREA OVERLOOKING THE KLAMATH RIVER.
 MX1188'
 MX1188'REFERENCE MARK NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 MX1188'2-1/4 IN DISK SET IN A DRILL HOLE IN A ROCK IN A ROCK CUT SLOPE,
 MX1188'26 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 MX1188'
 MX1188'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1182 ***********************************************************************
 MX1182  DESIGNATION -  2 96 38.60
 MX1182  PID         -  MX1182
 MX1182  STATE/COUNTY-  CA/SISKIYOU
 MX1182  USGS QUAD   -  HAPPY CAMP (1980)
 MX1182
 MX1182                         *CURRENT SURVEY CONTROL
 MX1182  ___________________________________________________________________
 MX1182* NAD 83(1992)-  41 45 53.29677(N)    123 24 14.06753(W)     ADJUSTED  
 MX1182* NAVD 88     -       376.2    (meters)    1234.     (feet)  VERTCON   
 MX1182  ___________________________________________________________________
 MX1182  EPOCH DATE  -        1991.35
 MX1182  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MX1182  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 MX1182  HORZ ORDER  -  SECOND
 MX1182
 MX1182.The horizontal coordinates were established by classical geodetic methods
 MX1182.and adjusted by the National Geodetic Survey in March 1994.
 MX1182.The horizontal coordinates are valid at the epoch date displayed above.
 MX1182.The epoch date for horizontal control is a decimal equivalence
 MX1182.of Year/Month/Day.
 MX1182
 MX1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1182
 MX1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1182
 MX1182.The geoid height was determined by GEOID03.
 MX1182
 MX1182;                    North         East     Units Scale Factor Converg.
 MX1182;SPC CA 1     -   770,933.511 1,883,259.764   MT  1.00002641   -0 55 04.8
 MX1182;SPC CA 1     - 2,529,304.36  6,178,661.41   sFT  1.00002641   -0 55 04.8
 MX1182;UTM  10      - 4,623,742.115   466,426.403   MT  0.99961387   -0 16 08.5
 MX1182
 MX1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1182!SPC CA 1     -   0.99994498  x   1.00002641  =   0.99997139
 MX1182!UTM  10      -   0.99994498  x   0.99961387  =   0.99955887
 MX1182
 MX1182:                Primary Azimuth Mark                     Grid Az
 MX1182:SPC CA 1     -  2 96 40.44                               025 12 04.7
 MX1182:UTM  10      -  2 96 40.44                               024 33 08.4
 MX1182
 MX1182|---------------------------------------------------------------------|
 MX1182| PID    Reference Object                     Distance      Geod. Az  |
 MX1182|                                                           dddmmss.s |
 MX1182| MX1186 2 96 40.44                          APPROX. 2.9 KM 0241659.9 |
 MX1182| MX1188 2 96 38.31                          450.878 METERS 1133533.3 |
 MX1182| CD8951 2 96 38.60 RM 1                       5.977 METERS 23213     |
 MX1182|---------------------------------------------------------------------|
 MX1182
 MX1182                          SUPERSEDED SURVEY CONTROL
 MX1182
 MX1182  NAD 83(1991)-  41 45 53.29127(N)    123 24 14.07281(W) AD(1984.00) 2
 MX1182  NAD 83(1986)-  41 45 53.29104(N)    123 24 14.07307(W) AD(1984.00) 2
 MX1182  NAD 27      -  41 45 53.83509(N)    123 24 09.82343(W) AD(       ) 2
 MX1182  NGVD 29 (07/19/86)  375.2    (m)         1231.     (f) VERT ANG    3  
 MX1182
 MX1182.Superseded values are not recommended for survey control.
 MX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1182.See file dsdata.txt to determine how the superseded data were derived.
 MX1182
 MX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6642623742(NAD 83)
 MX1182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1182
 MX1182  HISTORY     - Date     Condition        Report By
 MX1182  HISTORY     - 1971     MONUMENTED       CADH
 MX1182
 MX1182                          STATION DESCRIPTION
 MX1182
 MX1182'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1182'THE STATION IS LOCATED ABOUT 2-1/2 AIRLINE MILES SOUTH SOUTHWEST
 MX1182'OF HAPPY CAMP, ON TOP OF A HIGH HIGHWAY CUT, WEST OF HIGHWAY 96.
 MX1182'
 MX1182'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1182'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT AND
 MX1182'TRAVEL SOUTH FOR 3.2 MILES TO A WIDE AREA ON THE LEFT AND END OF
 MX1182'TRUCK TRAVEL.  PACK WEST TO TOP OF BENCHED EARTH CUT, ABOUT 5
 MX1182'MINUTES.  THE STATION IS ON A SMALL WOODED RIDGE SLOPING INTO A
 MX1182'CREEK ON THE NORTH AND THE HIGHWAY ON THE EAST.
 MX1182'
 MX1182'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD 2-1/4
 MX1182'IN DISK STAMPED USC AND GS 2-96-38.60 1971 SET IN A 10 IN
 MX1182'SQUARE CONCRETE POST.  THE STATION IS ABOUT 150 FEET WEST OF
 MX1182'CENTERLINE OF HIGHWAY AND ABOUT 70 FEET HIGHER.  THE STATION IS
 MX1182'ABOUT 0.2 MILE SOUTH OF BENJAMIN CREEK.
 MX1182'
 MX1182'REFERENCE MARK NO. 1 IS A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 MX1182'2-1/4 IN DISK STAMPED USC AND GS 2-96-38.60 R.M. 1 1971, SET
 MX1182'IN A 10 IN SQUARE CONCRETE POST.
 MX1182'
 MX1182'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1186 ***********************************************************************
 MX1186  DESIGNATION -  2 96 40.44
 MX1186  PID         -  MX1186
 MX1186  STATE/COUNTY-  CA/SISKIYOU
 MX1186  USGS QUAD   -  HAPPY CAMP (1980)
 MX1186
 MX1186                         *CURRENT SURVEY CONTROL
 MX1186  ___________________________________________________________________
 MX1186* NAD 83(1992)-  41 47 17.59038(N)    123 23 23.25052(W)     ADJUSTED  
 MX1186* NAVD 88     -       346.17   (+/-2cm)    1135.7    (feet)  VERTCON   
 MX1186  ___________________________________________________________________
 MX1186  EPOCH DATE  -        1991.35
 MX1186  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 MX1186  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 MX1186  HORZ ORDER  -  SECOND
 MX1186  VERT ORDER  -  THIRD ? (See Below)
 MX1186
 MX1186.The horizontal coordinates were established by classical geodetic methods
 MX1186.and adjusted by the National Geodetic Survey in March 1994.
 MX1186.The horizontal coordinates are valid at the epoch date displayed above.
 MX1186.The epoch date for horizontal control is a decimal equivalence
 MX1186.of Year/Month/Day.
 MX1186
 MX1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1186.The vertical order pertains to the NGVD 29 superseded value.
 MX1186
 MX1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1186
 MX1186.The geoid height was determined by GEOID03.
 MX1186
 MX1186;                    North         East     Units Scale Factor Converg.
 MX1186;SPC CA 1     -   773,515.217 1,884,474.698   MT  1.00003315   -0 54 31.5
 MX1186;SPC CA 1     - 2,537,774.51  6,182,647.41   sFT  1.00003315   -0 54 31.5
 MX1186;UTM  10      - 4,626,336.336   467,611.524   MT  0.99961291   -0 15 35.1
 MX1186
 MX1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1186!SPC CA 1     -   0.99994968  x   1.00003315  =   0.99998283
 MX1186!UTM  10      -   0.99994968  x   0.99961291  =   0.99956261
 MX1186
 MX1186|---------------------------------------------------------------------|
 MX1186| PID    Reference Object                     Distance      Geod. Az  |
 MX1186|                                                           dddmmss.s |
 MX1186| CD8952 2 96 40.44 RM 1                       7.922 METERS 00211     |
 MX1186| MX1187 HAPPY CAMP                          APPROX. 0.8 KM 2160853.6 |
 MX1186| CD8953 2 96 40.44 RM 2                       8.760 METERS 21817     |
 MX1186|---------------------------------------------------------------------|
 MX1186
 MX1186                          SUPERSEDED SURVEY CONTROL
 MX1186
 MX1186  NAD 83(1991)-  41 47 17.58503(N)    123 23 23.25537(W) AD(1984.00) 2
 MX1186  NAD 83(1986)-  41 47 17.58469(N)    123 23 23.25577(W) AD(1984.00) 2
 MX1186  NAD 27      -  41 47 18.13167(N)    123 23 19.02244(W) AD(       ) 2
 MX1186  NGVD 29 (07/19/86)  345.17   (m)         1132.4    (f) LEVELING    3  
 MX1186
 MX1186.Superseded values are not recommended for survey control.
 MX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1186.See file dsdata.txt to determine how the superseded data were derived.
 MX1186
 MX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM6761226336(NAD 83)
 MX1186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1186
 MX1186  HISTORY     - Date     Condition        Report By
 MX1186  HISTORY     - 1971     MONUMENTED       CADH
 MX1186
 MX1186                          STATION DESCRIPTION
 MX1186
 MX1186'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1186'THE STATION IS LOCATED ABOUT 0.5 AIRLINE MILE SOUTHWEST OF HAPPY
 MX1186'CAMP, ON THE NORTH SIDE OF HIGHWAY 96.
 MX1186'
 MX1186'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1186'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT AND
 MX1186'TRAVEL SOUTH FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 MX1186'
 MX1186'THE STATION IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1186'DISK STAMPED USC AND GS 2-96-40.44 1971, SET IN A 10 IN SQUARE
 MX1186'CONCRETE POST, LEVEL WITH THE GROUND.  THE STATION IS 55 FEET
 MX1186'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET HIGHER.
 MX1186'THE STATION IS 30 FEET NORTH OF THE INLET OF A 36 IN CULVERT
 MX1186'AND 50 FEET NORTH OF A SIDE ROAD JOINING THE HIGHWAY.
 MX1186'
 MX1186'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4
 MX1186'IN STANDARD DISK STAMPED USC AND GS 2-96-40.44 R.M. 1 1971 SET
 MX1186'IN A 10 IN SQUARE CONCRETE POST, ABOUT 3 FEET HIGHER THAN THE
 MX1186'STATION.
 MX1186'
 MX1186'REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS 2-1/4 IN
 MX1186'STANDARD DISK STAMPED USC AND GS 2-96-40.44 R.M. 2 1971 SET
 MX1186'IN A DRILL HOLE OF A ROCK IN A WATERWAY, ABOUT 8 FT LOWER THAN
 MX1186'THE STATION.
 MX1186'
 MX1186'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0114 ***********************************************************************
 LV0114  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0114  DESIGNATION -  2 A
 LV0114  PID         -  LV0114
 LV0114  STATE/COUNTY-  CA/DEL NORTE
 LV0114  USGS QUAD   -  CRESCENT CITY (1978)
 LV0114
 LV0114                         *CURRENT SURVEY CONTROL
 LV0114  ___________________________________________________________________
 LV0114* NAD 83(1986)-  41 45 09.     (N)    124 11 34.     (W)     SCALED    
 LV0114* NAVD 88     -         3.785  (meters)      12.42   (feet)  ADJUSTED  
 LV0114  ___________________________________________________________________
 LV0114  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 LV0114  DYNAMIC HT  -           3.784 (meters)      12.41  (feet)  COMP
 LV0114  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LV0114
 LV0114  VERT ORDER  -  FIRST     CLASS II
 LV0114
 LV0114.The horizontal coordinates were scaled from a topographic map and have
 LV0114.an estimated accuracy of +/- 6 seconds.
 LV0114
 LV0114.The orthometric height was determined by differential leveling
 LV0114.and adjusted in June 1991.
 LV0114.WARNING-Repeat measurements at this control monument indicate possible
 LV0114.vertical movement.
 LV0114
 LV0114.This Tidal Bench Mark is designated as VM 1022
 LV0114.by the Center for Operational Oceanographic Products and Services.
 LV0114
 LV0114.The geoid height was determined by GEOID03.
 LV0114
 LV0114.The dynamic height is computed by dividing the NAVD 88
 LV0114.geopotential number by the normal gravity value computed on the
 LV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0114.degrees latitude (g = 980.6199 gals.).
 LV0114
 LV0114.The modeled gravity was interpolated from observed gravity values.
 LV0114
 LV0114;                    North         East    Units  Estimated Accuracy
 LV0114;SPC CA 1     -   770,910.    1,817,640.      MT  (+/- 180 meters Scaled)
 LV0114
 LV0114                          SUPERSEDED SURVEY CONTROL
 LV0114
 LV0114  NGVD 29 (12/02/92)    2.755  (m)            9.04   (f) ADJUSTED    1 2
 LV0114
 LV0114.Superseded values are not recommended for survey control.
 LV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0114.See file dsdata.txt to determine how the superseded data were derived.
 LV0114
 LV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM008229(NAD 83)
 LV0114_MARKER: DD = SURVEY DISK
 LV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0114_SP_SET: CONCRETE POST
 LV0114_STAMPING: 2 A 1958
 LV0114_MARK LOGO: USE   
 LV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0114+STABILITY: SURFACE MOTION
 LV0114
 LV0114  HISTORY     - Date     Condition        Report By
 LV0114  HISTORY     - 1958     MONUMENTED       DOD
 LV0114  HISTORY     - 1967     GOOD             NGS
 LV0114  HISTORY     - 1988     GOOD             NGS
 LV0114
 LV0114                          STATION DESCRIPTION
 LV0114
 LV0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0114'AT CRESCENT CITY.
 LV0114'AT CRESCENT CITY, AT THE SOUTH CORNER OF THE INTERSECTION OF
 LV0114'FRONT STREET AND L STREET (U.S. HIGHWAY 101 SOUTH BOUND), 72
 LV0114'FEET SOUTHEAST OF THE CENTER LINE OF FRONT STREET, 27 FEET
 LV0114'SOUTHWEST OF THE CENTER LINE OF L STREET, 12 FEET NORTHWEST OF
 LV0114'THE NORTHEAST END OF AN OLD SEA WALL, 0.5 FOOT SOUTHWEST OF THE
 LV0114'SOUTHWEST CURB OF L STREET, AND SET IN THE TOP OF A CONCRETE
 LV0114'POST FLUSH WITH THE GROUND.
 LV0114
 LV0114                          STATION RECOVERY (1988)
 LV0114
 LV0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0114'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK WILL BE DESTROYED IN THE
 LV0114'NEAR FUTURE BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6169 ***********************************************************************
 EW6169  DESIGNATION -  2 A
 EW6169  PID         -  EW6169
 EW6169  STATE/COUNTY-  CA/VENTURA
 EW6169  USGS QUAD   -  POINT MUGU (1967)
 EW6169
 EW6169                         *CURRENT SURVEY CONTROL
 EW6169  ___________________________________________________________________
 EW6169* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6169* NAVD 88     -         7.64   (+/-2cm)      25.1    (feet)  VERTCON   
 EW6169  ___________________________________________________________________
 EW6169  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6169
 EW6169.The horizontal coordinates were scaled from a topographic map and have
 EW6169.an estimated accuracy of +/- 6 seconds.
 EW6169
 EW6169.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6169.The vertical order pertains to the NGVD 29 superseded value.
 EW6169
 EW6169.The geoid height was determined by GEOID03.
 EW6169
 EW6169;                    North         East    Units  Estimated Accuracy
 EW6169;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6169
 EW6169                          SUPERSEDED SURVEY CONTROL
 EW6169
 EW6169  NGVD 29 (??/??/92)    6.901  (m)           22.64   (f) ADJ UNCH    2 0
 EW6169
 EW6169.Superseded values are not recommended for survey control.
 EW6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6169.See file dsdata.txt to determine how the superseded data were derived.
 EW6169
 EW6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6169_MARKER: Z = SEE DESCRIPTION
 EW6169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6169_SP_SET: STEEL PLATES
 EW6169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6169
 EW6169  HISTORY     - Date     Condition        Report By
 EW6169  HISTORY     - UNK      MONUMENTED       CGS
 EW6169  HISTORY     - 1960     GOOD             NGS
 EW6169
 EW6169                          STATION DESCRIPTION
 EW6169
 EW6169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6169'6 MI SE FROM OXNARD.
 EW6169'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6169'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST ON
 EW6169'BEACH ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5 MILE
 EW6169'TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH
 EW6169'PAD.  THE MARK IS A CROSS FORMED BY TWO STEEL PLATES.  IT IS
 EW6169'220 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PAD AND 150 FEET
 EW6169'NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1029 ***********************************************************************
 DB1029  DESIGNATION -  2 A 1 DSI
 DB1029  PID         -  DB1029
 DB1029  STATE/COUNTY-  CA/IMPERIAL
 DB1029  USGS QUAD   -  HEBER (1976)
 DB1029
 DB1029                         *CURRENT SURVEY CONTROL
 DB1029  ___________________________________________________________________
 DB1029* NAD 83(1986)-  32 43 23.     (N)    115 30 30.     (W)     SCALED    
 DB1029* NAVD 88     -        -2.309  (meters)      -7.58   (feet)  READJUSTED
 DB1029  ___________________________________________________________________
 DB1029  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1029  DYNAMIC HT  -          -2.310 (meters)      -7.58  (feet)  COMP
 DB1029  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DB1029
 DB1029  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1029
 DB1029.The horizontal coordinates were scaled from a topographic map and have
 DB1029.an estimated accuracy of +/- 6 seconds.
 DB1029
 DB1029.The orthometric height was determined by differential leveling
 DB1029.and adjusted in January 1995.
 DB1029.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1029.distribution rate of 4.1 thru 8.0 mm/km.
 DB1029.The height was derived from older observations constrained to new
 DB1029.heights in a crustal motion area.  The height is approximate in
 DB1029.relation to other heights in its vicinity.
 DB1029
 DB1029.The geoid height was determined by GEOID03.
 DB1029
 DB1029.The dynamic height is computed by dividing the NAVD 88
 DB1029.geopotential number by the normal gravity value computed on the
 DB1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1029.degrees latitude (g = 980.6199 gals.).
 DB1029
 DB1029.The modeled gravity was interpolated from observed gravity values.
 DB1029
 DB1029;                    North         East    Units  Estimated Accuracy
 DB1029;SPC CA 6     -   561,950.    2,069,530.      MT  (+/- 180 meters Scaled)
 DB1029
 DB1029                          SUPERSEDED SURVEY CONTROL
 DB1029
 DB1029.No superseded survey control is available for this station.
 DB1029
 DB1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS397215(NAD 83)
 DB1029_MARKER: DD = SURVEY DISK
 DB1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1029_SP_SET: CONCRETE HEADWALL
 DB1029_STAMPING: RCE-8013 1973 2-A-1
 DB1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1029
 DB1029  HISTORY     - Date     Condition        Report By
 DB1029  HISTORY     - 1973     MONUMENTED       DSI
 DB1029  HISTORY     - 1977     GOOD             NGS
 DB1029
 DB1029                          STATION DESCRIPTION
 DB1029
 DB1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1029'1.6 MI SE FROM HEBER.
 DB1029'0.65 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1029'THENCE 0.5 MILE SOUTH ALONG PITZER ROAD, THENCE 0.5 MILE EAST ALONG
 DB1029'FAWCETT ROAD, 204 FT NORTHWEST OF SAIKHOW 1 STEAM WELL HERAD,
 DB1029'57 FT SOUTH OF THE CENTERLINE OF FAWCETT ROAD, SET IN TOP AND 6 INCHES
 DB1029'SOUTHWEST OF THE NORTHEAST CORNER OF THE SOUTH HEADWALL OF A SIPHON
 DB1029'UNDER FAWCETT ROAD IN STROUT DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1045 ***********************************************************************
 DB1045  DESIGNATION -  2 A 10 DSI
 DB1045  PID         -  DB1045
 DB1045  STATE/COUNTY-  CA/IMPERIAL
 DB1045  USGS QUAD   -  HEBER (1976)
 DB1045
 DB1045                         *CURRENT SURVEY CONTROL
 DB1045  ___________________________________________________________________
 DB1045* NAD 83(1986)-  32 42 58.     (N)    115 33 33.     (W)     SCALED    
 DB1045* NAVD 88     -        -1.899  (meters)      -6.23   (feet)  READJUSTED
 DB1045  ___________________________________________________________________
 DB1045  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DB1045  DYNAMIC HT  -          -1.900 (meters)      -6.23  (feet)  COMP
 DB1045  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1045
 DB1045  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1045
 DB1045.The horizontal coordinates were scaled from a topographic map and have
 DB1045.an estimated accuracy of +/- 6 seconds.
 DB1045
 DB1045.The orthometric height was determined by differential leveling
 DB1045.and adjusted in January 1995.
 DB1045.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1045.distribution rate of 4.1 thru 8.0 mm/km.
 DB1045.The height was derived from older observations constrained to new
 DB1045.heights in a crustal motion area.  The height is approximate in
 DB1045.relation to other heights in its vicinity.
 DB1045
 DB1045.The geoid height was determined by GEOID03.
 DB1045
 DB1045.The dynamic height is computed by dividing the NAVD 88
 DB1045.geopotential number by the normal gravity value computed on the
 DB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1045.degrees latitude (g = 980.6199 gals.).
 DB1045
 DB1045.The modeled gravity was interpolated from observed gravity values.
 DB1045
 DB1045;                    North         East    Units  Estimated Accuracy
 DB1045;SPC CA 6     -   561,150.    2,064,770.      MT  (+/- 180 meters Scaled)
 DB1045
 DB1045                          SUPERSEDED SURVEY CONTROL
 DB1045
 DB1045.No superseded survey control is available for this station.
 DB1045
 DB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS350207(NAD 83)
 DB1045_MARKER: DD = SURVEY DISK
 DB1045_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1045_SP_SET: COPPER-CLAD STEEL ROD
 DB1045_STAMPING: REC 8013 1973 2-A-10
 DB1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1045
 DB1045  HISTORY     - Date     Condition        Report By
 DB1045  HISTORY     - 1973     MONUMENTED       DSI
 DB1045  HISTORY     - 1977     GOOD             NGS
 DB1045
 DB1045                          STATION DESCRIPTION
 DB1045
 DB1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1045'2.8 MI SW FROM HEBER.
 DB1045'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1045'THENCE 1.0 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1045'DELIVERY 7-A, THENCE 0.95 MILE WEST ALONG A DIRT ROAD, 53 FT NORTH
 DB1045'OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING HOLTZ 2
 DB1045'STEAM WELL, 68 FT NORTHWEST OF THE CENTER OF THE ENTRANCE GATE TO
 DB1045'THE WELL, 10 FT NORTH OF THE CENTERLINE OF THE DIRT ROAD, 19 INCHES
 DB1045'SOUTH OF THE SOUTH EDGE OF A CONCRETE LINED CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1030 ***********************************************************************
 DB1030  DESIGNATION -  2 A 2 DSI
 DB1030  PID         -  DB1030
 DB1030  STATE/COUNTY-  CA/IMPERIAL
 DB1030  USGS QUAD   -  HEBER (1976)
 DB1030
 DB1030                         *CURRENT SURVEY CONTROL
 DB1030  ___________________________________________________________________
 DB1030* NAD 83(1986)-  32 43 24.     (N)    115 31 01.     (W)     SCALED    
 DB1030* NAVD 88     -         0.148  (meters)       0.49   (feet)  READJUSTED
 DB1030  ___________________________________________________________________
 DB1030  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DB1030  DYNAMIC HT  -           0.150 (meters)       0.49  (feet)  COMP
 DB1030  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 DB1030
 DB1030  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1030
 DB1030.The horizontal coordinates were scaled from a topographic map and have
 DB1030.an estimated accuracy of +/- 6 seconds.
 DB1030
 DB1030.The orthometric height was determined by differential leveling
 DB1030.and adjusted in January 1995.
 DB1030.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1030.distribution rate of 4.1 thru 8.0 mm/km.
 DB1030.The height was derived from older observations constrained to new
 DB1030.heights in a crustal motion area.  The height is approximate in
 DB1030.relation to other heights in its vicinity.
 DB1030
 DB1030.The geoid height was determined by GEOID03.
 DB1030
 DB1030.The dynamic height is computed by dividing the NAVD 88
 DB1030.geopotential number by the normal gravity value computed on the
 DB1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1030.degrees latitude (g = 980.6199 gals.).
 DB1030
 DB1030.The modeled gravity was interpolated from observed gravity values.
 DB1030
 DB1030;                    North         East    Units  Estimated Accuracy
 DB1030;SPC CA 6     -   561,980.    2,068,720.      MT  (+/- 180 meters Scaled)
 DB1030
 DB1030                          SUPERSEDED SURVEY CONTROL
 DB1030
 DB1030.No superseded survey control is available for this station.
 DB1030
 DB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS389215(NAD 83)
 DB1030_MARKER: DD = SURVEY DISK
 DB1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1030_SP_SET: CONCRETE HEADWALL
 DB1030_STAMPING: RCE-8013 1973 2-A-2
 DB1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1030
 DB1030  HISTORY     - Date     Condition        Report By
 DB1030  HISTORY     - 1973     MONUMENTED       DSI
 DB1030  HISTORY     - 1977     GOOD             NGS
 DB1030
 DB1030                          STATION DESCRIPTION
 DB1030
 DB1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1030'1.1 MI SE FROM HEBER.
 DB1030'0.65 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER
 DB1030'THENCE 0.5 MILE SOUTH ALONG PITZER ROAD TO THE JUNCTION OF FAWCETT
 DB1030'ROAD, 37 FT EAST OF THE CENTERLINE OF PITZER ROAD, 35 FT NORTH OF THE
 DB1030'CENTERLINE OF FAWCETT ROAD, SET IN TOP AND CENTER OF THE NORTH
 DB1030'CONCRETE HEADWALL OF A SIPHON UNDER FAWCETT ROAD IN DAFFODIL CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2264 ***********************************************************************
 DX2264  DESIGNATION -  2 A 28
 DX2264  PID         -  DX2264
 DX2264  STATE/COUNTY-  CA/ORANGE
 DX2264  USGS QUAD   -  ORANGE (1981)
 DX2264
 DX2264                         *CURRENT SURVEY CONTROL
 DX2264  ___________________________________________________________________
 DX2264* NAD 83(1986)-  33 51 55.     (N)    117 48 27.     (W)     SCALED    
 DX2264* NAVD 88     -        82.66   (+/-2cm)     271.2    (feet)  VERTCON   
 DX2264  ___________________________________________________________________
 DX2264  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DX2264  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2264
 DX2264.The horizontal coordinates were scaled from a topographic map and have
 DX2264.an estimated accuracy of +/- 6 seconds.
 DX2264
 DX2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2264.The vertical order pertains to the NGVD 29 superseded value.
 DX2264
 DX2264.The geoid height was determined by GEOID03.
 DX2264
 DX2264;                    North         East    Units  Estimated Accuracy
 DX2264;SPC CA 6     -   689,460.    1,855,890.      MT  (+/- 180 meters Scaled)
 DX2264
 DX2264                          SUPERSEDED SURVEY CONTROL
 DX2264
 DX2264  NGVD 29 (??/??/??)   81.904  (m)          268.71   (f) ADJUSTED    1 1
 DX2264
 DX2264.Superseded values are not recommended for survey control.
 DX2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2264.See file dsdata.txt to determine how the superseded data were derived.
 DX2264
 DX2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT253475(NAD 83)
 DX2264_MARKER: DD = SURVEY DISK
 DX2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2264_STAMPING: 2A-28-69 LINE 403
 DX2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2264+STABILITY: SURFACE MOTION
 DX2264
 DX2264  HISTORY     - Date     Condition        Report By
 DX2264  HISTORY     - 1969     MONUMENTED       CA-059
 DX2264  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DX2264
 DX2264                          STATION DESCRIPTION
 DX2264
 DX2264'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2264'1.5 MI E FROM ATWOOD.
 DX2264'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2264'FROM THE POST OFFICE IN ATWOOD TO ITS INTERSECTION WITH THE
 DX2264'CENTER LINE PROLONGATION OF CYMBAL STREET, 11.8 FEET NORTH
 DX2264'OF THE NORTH RAIL OF THE NORTH TRACK ALONG THE CENTER LINE
 DX2264'PROLONGATION OF THE STREET, 9.5 FEET SOUTHEAST OF TELEPHONE POLE
 DX2264'NUMBER 88895H, 20 FEET WEST OF A TELEPHONE AND TELEGRAPH POLE
 DX2264'(NO NUMBER), 31.7 FEET SOUTH OF THE CENTER LINE OF ORANGETHORPE
 DX2264'AVENUE, 73 FEET EAST OF A SMALL METAL BUILDING, SET IN THE TOP
 DX2264'OF A 6 INCH BY 6 INCH CONCRETE POST, 2.2 FEET LOWER THAN THE
 DX2264'RAIL, 6 INCHES ABOVE THE GROUND, WITNESSED BY A STEEL POST 2 FEET
 DX2264'NORTH.
 DX2264
 DX2264                          STATION RECOVERY (1974)
 DX2264
 DX2264'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2265 ***********************************************************************
 DX2265  DESIGNATION -  2 A 28 A 69
 DX2265  PID         -  DX2265
 DX2265  STATE/COUNTY-  CA/ORANGE
 DX2265  USGS QUAD   -  ORANGE (1981)
 DX2265
 DX2265                         *CURRENT SURVEY CONTROL
 DX2265  ___________________________________________________________________
 DX2265* NAD 83(1986)-  33 51 52.     (N)    117 48 28.     (W)     SCALED    
 DX2265* NAVD 88     -        83.722  (meters)     274.68   (feet)  ADJUSTED  
 DX2265  ___________________________________________________________________
 DX2265  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DX2265  DYNAMIC HT  -          83.632 (meters)     274.38  (feet)  COMP
 DX2265  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 DX2265
 DX2265  VERT ORDER  -  FIRST     CLASS I
 DX2265
 DX2265.The horizontal coordinates were scaled from a topographic map and have
 DX2265.an estimated accuracy of +/- 6 seconds.
 DX2265
 DX2265.The orthometric height was determined by differential leveling
 DX2265.and adjusted in June 1991.
 DX2265.WARNING-Repeat measurements at this control monument indicate possible
 DX2265.vertical movement.
 DX2265
 DX2265.The geoid height was determined by GEOID03.
 DX2265
 DX2265.The dynamic height is computed by dividing the NAVD 88
 DX2265.geopotential number by the normal gravity value computed on the
 DX2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2265.degrees latitude (g = 980.6199 gals.).
 DX2265
 DX2265.The modeled gravity was interpolated from observed gravity values.
 DX2265
 DX2265;                    North         East    Units  Estimated Accuracy
 DX2265;SPC CA 6     -   689,370.    1,855,860.      MT  (+/- 180 meters Scaled)
 DX2265
 DX2265                          SUPERSEDED SURVEY CONTROL
 DX2265
 DX2265  NGVD 29 (??/??/92)   82.912  (m)          272.02   (f) ADJ UNCH    1 1
 DX2265
 DX2265.Superseded values are not recommended for survey control.
 DX2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2265.See file dsdata.txt to determine how the superseded data were derived.
 DX2265
 DX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT252474(NAD 83)
 DX2265_MARKER: DD = SURVEY DISK
 DX2265_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX2265+WITH SETTING: PAVEMENT
 DX2265_SP_SET: SIGNAL FOUNDATION
 DX2265_STAMPING: LINE-403 2A-28A-69
 DX2265_MARK LOGO: CA-059
 DX2265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2265+STABILITY: SURFACE MOTION
 DX2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2265+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DX2265
 DX2265  HISTORY     - Date     Condition        Report By
 DX2265  HISTORY     - 1969     MONUMENTED       CA-059
 DX2265  HISTORY     - 1974     GOOD             CA-059
 DX2265  HISTORY     - 1977     GOOD             NGS
 DX2265  HISTORY     - 1988     GOOD             NGS
 DX2265  HISTORY     - 19940107 GOOD             MWDSC
 DX2265  HISTORY     - 20030430 GOOD             JOHFRA
 DX2265
 DX2265                          STATION DESCRIPTION
 DX2265
 DX2265'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2265'1.5 MI E FROM ATWOOD.
 DX2265'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2265'FROM THE POST OFFICE IN ATWOOD TO ITS INTERSECTION WITH THE
 DX2265'SOUTHERLY PROLONGATION OF THE CENTER LINE OF CYMBAL STREET,
 DX2265'200 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF THE
 DX2265'STREET, 10.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 DX2265'SET IN THE TOP OF THE NORTHWEST CORNER OF A 4 FOOT BY 4 FOOT
 DX2265'CONCRETE BASE FOR A SEMAPHORE ACROSS THE TRACK, ABOUT 2.6 FEET
 DX2265'HIGHER THAN THE RAIL.
 DX2265
 DX2265                          STATION RECOVERY (1974)
 DX2265
 DX2265'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2265'RECOVERED IN GOOD CONDITION.
 DX2265
 DX2265                          STATION RECOVERY (1977)
 DX2265
 DX2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2265'RECOVERED IN GOOD CONDITION.
 DX2265
 DX2265                          STATION RECOVERY (1988)
 DX2265
 DX2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2265'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.30
 DX2265'MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE INTERSECTION OF VAN
 DX2265'BUREN STREET IN ATWOOD, IN TOP OF THE NORTHWEST CORNER OF THE
 DX2265'CONCRETE BASE OF AN ATCHISON TOPEKA AND SANTA FE RAILROAD OVERHEAD
 DX2265'SIGNAL, 24.0 M (78.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DX2265'LANES OF THE AVENUE, 61.0 M (200.1 FT) WEST OF THE EXTENDED
 DX2265'CENTERLINE OF CYMBAL STREET, 3.2 M (10.5 FT) SOUTH OF THE
 DX2265'SOUTHERNMOST RAIL.
 DX2265'THE MARK IS 0.7 M ABOVE THE TRACKS.
 DX2265
 DX2265                          STATION RECOVERY (1994)
 DX2265
 DX2265'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 DX2265'RECOVERED IN GOOD CONDITION.  NOTE--DISK STAMPING HAS BEEN DEFACED.
 DX2265'REFERENCE MWD FB 2011 02 082.
 DX2265
 DX2265                          STATION RECOVERY (2003)
 DX2265
 DX2265'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF)
 DX2265'RECOVERED AS DESCRIBED EXCEPT THAT THE OVERHEAD SEMIPHORE SIGNAL HAS
 DX2265'BEEN REMOVED. THE MARK AND THE CONCRETE FOUNDATION IN WHICH IT IS SET
 DX2265'APPEAR TO BE UNAFFECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2263 ***********************************************************************
 DX2263  DESIGNATION -  2 A 29 69
 DX2263  PID         -  DX2263
 DX2263  STATE/COUNTY-  CA/ORANGE
 DX2263  USGS QUAD   -  ORANGE (1981)
 DX2263
 DX2263                         *CURRENT SURVEY CONTROL
 DX2263  ___________________________________________________________________
 DX2263* NAD 83(1986)-  33 51 58.     (N)    117 48 49.     (W)     SCALED    
 DX2263* NAVD 88     -        80.068  (meters)     262.69   (feet)  ADJUSTED  
 DX2263  ___________________________________________________________________
 DX2263  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DX2263  DYNAMIC HT  -          79.982 (meters)     262.41  (feet)  COMP
 DX2263  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 DX2263  OBS GRAVITY -     979,555.0   (mgal)                       GRAV_OBS
 DX2263
 DX2263  VERT ORDER  -  FIRST     CLASS I
 DX2263
 DX2263.The horizontal coordinates were scaled from a topographic map and have
 DX2263.an estimated accuracy of +/- 6 seconds.
 DX2263
 DX2263.The orthometric height was determined by differential leveling
 DX2263.and adjusted in June 1991.
 DX2263.WARNING-Repeat measurements at this control monument indicate possible
 DX2263.vertical movement.
 DX2263
 DX2263.The geoid height was determined by GEOID03.
 DX2263
 DX2263.The dynamic height is computed by dividing the NAVD 88
 DX2263.geopotential number by the normal gravity value computed on the
 DX2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2263.degrees latitude (g = 980.6199 gals.).
 DX2263
 DX2263.The modeled gravity was interpolated from observed gravity values.
 DX2263.The observed gravity was obtained from relative gravimeter ties
 DX2263.to the IGSN71 gravity network.
 DX2263
 DX2263;                    North         East    Units  Estimated Accuracy
 DX2263;SPC CA 6     -   689,560.    1,855,330.      MT  (+/- 180 meters Scaled)
 DX2263
 DX2263                          SUPERSEDED SURVEY CONTROL
 DX2263
 DX2263  NGVD 29 (??/??/92)   79.252  (m)          260.01   (f) ADJ UNCH    1 1
 DX2263
 DX2263.Superseded values are not recommended for survey control.
 DX2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2263.See file dsdata.txt to determine how the superseded data were derived.
 DX2263
 DX2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT247476(NAD 83)
 DX2263_MARKER: DD = SURVEY DISK
 DX2263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2263_SP_SET: HEADWALL
 DX2263_STAMPING: 2A-29-69
 DX2263_MARK LOGO: CA-059
 DX2263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2263+STABILITY: SURFACE MOTION
 DX2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2263+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1994
 DX2263
 DX2263  HISTORY     - Date     Condition        Report By
 DX2263  HISTORY     - 1969     MONUMENTED       CA-059
 DX2263  HISTORY     - 1974     GOOD             CA-059
 DX2263  HISTORY     - 1977     GOOD             NGS
 DX2263  HISTORY     - 1988     GOOD             NGS
 DX2263  HISTORY     - 19940107 GOOD             MWDSC
 DX2263
 DX2263                          STATION DESCRIPTION
 DX2263
 DX2263'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2263'1.1 MI E FROM ATWOOD.
 DX2263'1.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2263'FROM THE POST OFFICE IN ATWOOD TO THE SOUTH PROLONGATION OF
 DX2263'THE CENTER LINE OF HOLBROOK STREET, 136 FEET WEST ALONG THE
 DX2263'RAILWAY FROM THE SOUTH PROLONGATION OF THE CENTER LINE OF
 DX2263'HOLBROOK STREET, 136 FEET WEST ALONG THE RAILWAY FROM THE SOUTH
 DX2263'PROLONGATION OF THE STREET TO THE ENTRANCE INTO THE INFLUENTIAL
 DX2263'HOMES TRACT, 19.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 DX2263'TRACK OF THE RAILWAY, SET IN THE TOP OF AND 1.4 FEET NORTH OF THE
 DX2263'SOUTH END OF A CONCRETE HEADWALL, AT A FLOOD CONTROL CHANNEL
 DX2263'UNDERCROSSING OF THE RAILWAY AND ORANGETHORPE AVENUE, ABOUT 3.0
 DX2263'FEET LOWER THAN THE RAIL.
 DX2263
 DX2263                          STATION RECOVERY (1974)
 DX2263
 DX2263'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2263'RECOVERED IN GOOD CONDITION.
 DX2263
 DX2263                          STATION RECOVERY (1977)
 DX2263
 DX2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2263'RECOVERED IN GOOD CONDITION.
 DX2263
 DX2263                          STATION RECOVERY (1988)
 DX2263
 DX2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 DX2263'MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE INTERSECTION OF VAN
 DX2263'BUREN STREET IN ATWOOD, AT THE UNDERCROSSING OF A CANAL, IN TOP AND
 DX2263'0.43 M (1.4 FT) NORTH OF THE SOUTH END OF A HEADWALL, 10.1 M (33.1
 DX2263'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE,
 DX2263'41.4 M (135.8 FT) WEST OF THE EXTENDED CENTERLINE OF HOLBROOK STREET,
 DX2263'6.0 M (19.7 FT) NORTH OF THE NORTH RAIL OF THE ATCHISON TOPEKA AND
 DX2263'SANTA FE RAILROAD.
 DX2263'THE MARK IS 0.2 M BELOW THE AVENUE.
 DX2263
 DX2263                          STATION RECOVERY (1994)
 DX2263
 DX2263'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 DX2263'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 081.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1031 ***********************************************************************
 DB1031  DESIGNATION -  2 A 3 DSI
 DB1031  PID         -  DB1031
 DB1031  STATE/COUNTY-  CA/IMPERIAL
 DB1031  USGS QUAD   -  HEBER (1976)
 DB1031
 DB1031                         *CURRENT SURVEY CONTROL
 DB1031  ___________________________________________________________________
 DB1031* NAD 83(1986)-  32 43 24.     (N)    115 31 30.     (W)     SCALED    
 DB1031* NAVD 88     -        -1.211  (meters)      -3.97   (feet)  READJUSTED
 DB1031  ___________________________________________________________________
 DB1031  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1031  DYNAMIC HT  -          -1.210 (meters)      -3.97  (feet)  COMP
 DB1031  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DB1031
 DB1031  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1031
 DB1031.The horizontal coordinates were scaled from a topographic map and have
 DB1031.an estimated accuracy of +/- 6 seconds.
 DB1031
 DB1031.The orthometric height was determined by differential leveling
 DB1031.and adjusted in January 1995.
 DB1031.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1031.distribution rate of 4.1 thru 8.0 mm/km.
 DB1031.The height was derived from older observations constrained to new
 DB1031.heights in a crustal motion area.  The height is approximate in
 DB1031.relation to other heights in its vicinity.
 DB1031
 DB1031.The geoid height was determined by GEOID03.
 DB1031
 DB1031.The dynamic height is computed by dividing the NAVD 88
 DB1031.geopotential number by the normal gravity value computed on the
 DB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1031.degrees latitude (g = 980.6199 gals.).
 DB1031
 DB1031.The modeled gravity was interpolated from observed gravity values.
 DB1031
 DB1031;                    North         East    Units  Estimated Accuracy
 DB1031;SPC CA 6     -   561,970.    2,067,960.      MT  (+/- 180 meters Scaled)
 DB1031
 DB1031                          SUPERSEDED SURVEY CONTROL
 DB1031
 DB1031.No superseded survey control is available for this station.
 DB1031
 DB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS382215(NAD 83)
 DB1031_MARKER: DD = SURVEY DISK
 DB1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1031_SP_SET: CONCRETE FOUNDATION
 DB1031_STAMPING: RCE-8013 1973 2-A-3
 DB1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1031
 DB1031  HISTORY     - Date     Condition        Report By
 DB1031  HISTORY     - 1973     MONUMENTED       DSI
 DB1031  HISTORY     - 1977     GOOD             NGS
 DB1031
 DB1031                          STATION DESCRIPTION
 DB1031
 DB1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1031'0.7 MI SOUTH FROM HEBER.
 DB1031'0.05 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER
 DB1031'THENCE 0.5 MILE SOUTH ALONG HEFFERNAN AVENUE, THENCE 0.15 MILE EAST
 DB1031'ALONG FAWCETT ROAD TO EL TORO LAND AND CATTLE COMPANY, 111 FT WEST
 DB1031'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE OF THE EL TORO LAND
 DB1031'AND CATTLE COMPANY, 57 FT NORTH OF THE CENTERLINE OF FAWCETT ROAD, 134
 DB1031'FT EAST OF THE EXTENDED CENTERLINE OF WARE ROAD , SET IN TOP AND 21.3
 DB1031'FT WEST NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION
 DB1031'OF A GRAIN DUMP AND ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2262 ***********************************************************************
 DX2262  DESIGNATION -  2 A 30 69
 DX2262  PID         -  DX2262
 DX2262  STATE/COUNTY-  CA/ORANGE
 DX2262  USGS QUAD   -  ORANGE (1981)
 DX2262
 DX2262                         *CURRENT SURVEY CONTROL
 DX2262  ___________________________________________________________________
 DX2262* NAD 83(1986)-  33 51 55.     (N)    117 49 07.     (W)     SCALED    
 DX2262* NAVD 88     -        78.462  (meters)     257.42   (feet)  READJUSTED
 DX2262  ___________________________________________________________________
 DX2262  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DX2262  DYNAMIC HT  -          78.380 (meters)     257.15  (feet)  COMP
 DX2262  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DX2262
 DX2262  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2262
 DX2262.The horizontal coordinates were scaled from a topographic map and have
 DX2262.an estimated accuracy of +/- 6 seconds.
 DX2262
 DX2262.The orthometric height was determined by differential leveling
 DX2262.and adjusted in February 1993.
 DX2262.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2262.distribution rate of 1.1 thru 2.0 mm/km.
 DX2262.The height was derived from older observations constrained to new
 DX2262.heights in a crustal motion area.  The height is approximate in
 DX2262.relation to other heights in its vicinity.
 DX2262
 DX2262.The geoid height was determined by GEOID03.
 DX2262
 DX2262.The dynamic height is computed by dividing the NAVD 88
 DX2262.geopotential number by the normal gravity value computed on the
 DX2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2262.degrees latitude (g = 980.6199 gals.).
 DX2262
 DX2262.The modeled gravity was interpolated from observed gravity values.
 DX2262
 DX2262;                    North         East    Units  Estimated Accuracy
 DX2262;SPC CA 6     -   689,480.    1,854,860.      MT  (+/- 180 meters Scaled)
 DX2262
 DX2262                          SUPERSEDED SURVEY CONTROL
 DX2262
 DX2262  NGVD 29 (??/??/92)   77.712  (m)          254.96   (f) ADJ UNCH    1 1
 DX2262
 DX2262.Superseded values are not recommended for survey control.
 DX2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2262.See file dsdata.txt to determine how the superseded data were derived.
 DX2262
 DX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT242475(NAD 83)
 DX2262_MARKER: DD = SURVEY DISK
 DX2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2262_SP_SET: BRIDGE
 DX2262_STAMPING: 2A-30-69 LINE 403
 DX2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2262
 DX2262  HISTORY     - Date     Condition        Report By
 DX2262  HISTORY     - 1969     MONUMENTED       CA-059
 DX2262  HISTORY     - 1974     GOOD             CA-059
 DX2262  HISTORY     - 1977     GOOD             NGS
 DX2262  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2262  HISTORY     - 20040103 MARK NOT FOUND   GEOCAC
 DX2262
 DX2262                          STATION DESCRIPTION
 DX2262
 DX2262'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2262'0.8 MI E FROM ATWOOD.
 DX2262'0.80 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2262'FROM THE POST OFFICE IN ATWOOD TO THE CROSSING OF LAKEVIEW
 DX2262'STREET, ABOUT 305 FEET SOUTH ALONG THE STREET, 18 FEET WEST OF THE
 DX2262'CENTER LINE OF THE STREET, SET IN THE TOP OF A CONCRETE WINGWALL,
 DX2262'2 FEET NORTHWEST OF THE NORTH END OF A CONCRETE HEADWALL, ON THE
 DX2262'WEST SIDE OF A CONCRETE BRIDGE ACROSS A FLOOD CONTROL CHANNEL,
 DX2262'ABOUT 0.50 OF A FOOT HIGHER THAN THE STREET.
 DX2262
 DX2262                          STATION RECOVERY (1974)
 DX2262
 DX2262'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2262'RECOVERED IN GOOD CONDITION.
 DX2262
 DX2262                          STATION RECOVERY (1977)
 DX2262
 DX2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2262'RECOVERED IN GOOD CONDITION.
 DX2262
 DX2262                          STATION RECOVERY (1988)
 DX2262
 DX2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2262'NOT RECOVERED.  BELIEVED DESTROYED.
 DX2262
 DX2262                          STATION RECOVERY (2004)
 DX2262
 DX2262'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX2262'NOT FOUND.  BRIDGE APPEARS TO HAVE BEEN REPLACED SINCE LAST FIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2261 ***********************************************************************
 DX2261  DESIGNATION -  2 A 31 69
 DX2261  PID         -  DX2261
 DX2261  STATE/COUNTY-  CA/ORANGE
 DX2261  USGS QUAD   -  ORANGE (1981)
 DX2261
 DX2261                         *CURRENT SURVEY CONTROL
 DX2261  ___________________________________________________________________
 DX2261* NAD 83(1986)-  33 51 59.     (N)    117 49 33.     (W)     SCALED    
 DX2261* NAVD 88     -        75.49   (+/-2cm)     247.7    (feet)  VERTCON   
 DX2261  ___________________________________________________________________
 DX2261  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DX2261  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2261
 DX2261.The horizontal coordinates were scaled from a topographic map and have
 DX2261.an estimated accuracy of +/- 6 seconds.
 DX2261
 DX2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2261.The vertical order pertains to the NGVD 29 superseded value.
 DX2261
 DX2261.The geoid height was determined by GEOID03.
 DX2261
 DX2261;                    North         East    Units  Estimated Accuracy
 DX2261;SPC CA 6     -   689,610.    1,854,200.      MT  (+/- 180 meters Scaled)
 DX2261
 DX2261                          SUPERSEDED SURVEY CONTROL
 DX2261
 DX2261  NGVD 29 (??/??/??)   74.736  (m)          245.20   (f) ADJUSTED    1 1
 DX2261
 DX2261.Superseded values are not recommended for survey control.
 DX2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2261.See file dsdata.txt to determine how the superseded data were derived.
 DX2261
 DX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT236476(NAD 83)
 DX2261_MARKER: DD = SURVEY DISK
 DX2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2261_SP_SET: BRIDGE
 DX2261_STAMPING: 2A-31-69 LINE 403
 DX2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2261
 DX2261  HISTORY     - Date     Condition        Report By
 DX2261  HISTORY     - 1969     MONUMENTED       CA-059
 DX2261  HISTORY     - 1974     GOOD             CA-059
 DX2261  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2261  HISTORY     - 20040103 MARK NOT FOUND   GEOCAC
 DX2261
 DX2261                          STATION DESCRIPTION
 DX2261
 DX2261'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2261'0.3 MI E FROM ATWOOD.
 DX2261'0.30 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2261'FROM THE POST OFFICE IN ATWOOD TO THE CROSSING AT RICHFIELD
 DX2261'ROAD, ABOUT 270 FEET SOUTH ALONG THE ROAD, 21 FEET WEST OF THE
 DX2261'CENTER LINE OF THE ROAD, 110 FEET NORTH OF THE CENTER LINE OF
 DX2261'FEE ANA STREET, SET IN THE TOP OF A CONCRETE WINGWALL, 1.5 FEET
 DX2261'NORTHWEST OF THE NORTH END OF A CONCRETE HEADWALL ON THE WEST
 DX2261'SIDE OF A CONCRETE BRIDGE ACROSS A FLOOD CONTROL CHANNEL, 0.40
 DX2261'OF A FOOT HIGHER THAN THE ROAD.
 DX2261
 DX2261                          STATION RECOVERY (1974)
 DX2261
 DX2261'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2261'RECOVERED IN GOOD CONDITION.
 DX2261
 DX2261                          STATION RECOVERY (1977)
 DX2261
 DX2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2261'BRIDGE OVER FLOOD CONTROL CHANNEL APPEARS TO HAVE BEEN REMODELED,
 DX2261'MARK IS PROBABLY DESTROYED.
 DX2261
 DX2261                          STATION RECOVERY (2004)
 DX2261
 DX2261'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4689 ***********************************************************************
 DX4689  DESIGNATION -  2 A 32
 DX4689  PID         -  DX4689
 DX4689  STATE/COUNTY-  CA/ORANGE
 DX4689  USGS QUAD   -  YORBA LINDA (1981)
 DX4689
 DX4689                         *CURRENT SURVEY CONTROL
 DX4689  ___________________________________________________________________
 DX4689* NAD 83(1992)-  33 53 52.29986(N)    117 49 42.61307(W)     NO CHECK  
 DX4689* NAVD 88     -       115.19   (+/-2cm)     377.9    (feet)  VERTCON   
 DX4689  ___________________________________________________________________
 DX4689  EPOCH DATE  -        1991.35
 DX4689  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 DX4689  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DX4689  HORZ ORDER  -  THIRD
 DX4689  VERT ORDER  -  THIRD ? (See Below)
 DX4689
 DX4689.The horizontal coordinates were established by classical geodetic methods
 DX4689.and adjusted by the National Geodetic Survey in June 1996.
 DX4689.No horizontal observational check was made to the station.
 DX4689.The horizontal coordinates are valid at the epoch date displayed above.
 DX4689.The epoch date for horizontal control is a decimal equivalence
 DX4689.of Year/Month/Day.
 DX4689
 DX4689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4689.The vertical order pertains to the NGVD 29 superseded value.
 DX4689
 DX4689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4689
 DX4689.The geoid height was determined by GEOID03.
 DX4689
 DX4689;                    North         East     Units Scale Factor Converg.
 DX4689;SPC CA 6     -   693,104.493 1,854,001.190   MT  1.00000246   -0 52 02.7
 DX4689;SPC CA 6     - 2,273,960.32  6,082,668.90   sFT  1.00000246   -0 52 02.7
 DX4689;UTM  11      - 3,751,140.009   423,397.017   MT  0.99967234   -0 27 43.5
 DX4689
 DX4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4689!SPC CA 6     -   0.99998735  x   1.00000246  =   0.99998981
 DX4689!UTM  11      -   0.99998735  x   0.99967234  =   0.99965970
 DX4689
 DX4689                          SUPERSEDED SURVEY CONTROL
 DX4689
 DX4689  NAD 83(1986)-  33 53 52.29971(N)    117 49 42.61272(W) AD(1984.00) 3
 DX4689  NAD 27      -  33 53 52.24975(N)    117 49 39.40879(W) AD(       ) 3
 DX4689  NGVD 29 (07/19/86)  114.44   (m)          375.5    (f) LEVELING    3  
 DX4689
 DX4689.Superseded values are not recommended for survey control.
 DX4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4689.See file dsdata.txt to determine how the superseded data were derived.
 DX4689
 DX4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2339751140(NAD 83)
 DX4689_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX4689
 DX4689  HISTORY     - Date     Condition        Report By
 DX4689  HISTORY     - 1976     MONUMENTED       CA-059
 DX4689  HISTORY     - 1977     GOOD             CADT
 DX4689
 DX4689                          STATION DESCRIPTION
 DX4689
 DX4689'DESCRIBED BY CALTRANS 1977 (ARA)
 DX4689'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF YORBA LINDA
 DX4689'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF IMPERIAL HIGHWAY
 DX4689'(STATE ROUTE 90) AND VALLEY VIEW AVENUE.
 DX4689'
 DX4689'THE MARK IS A STANDARD ORANGE COUNTY ALUMINUM BENCH MARK DISK STAMPED
 DX4689'---2A-32-70---.  IT IS SET IN THE TOP OF A CONCRETE POST WHICH
 DX4689'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 52.5 FEET SOUTHEAST ALONG
 DX4689'THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 8 FEET SOUTHWEST
 DX4689'OF THE SOUTHWEST RAIL, AND 2.3 FEET NORTHEAST OF A CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1032 ***********************************************************************
 DB1032  DESIGNATION -  2 A 4 DSI
 DB1032  PID         -  DB1032
 DB1032  STATE/COUNTY-  CA/IMPERIAL
 DB1032  USGS QUAD   -  HEBER (1976)
 DB1032
 DB1032                         *CURRENT SURVEY CONTROL
 DB1032  ___________________________________________________________________
 DB1032* NAD 83(1986)-  32 42 57.     (N)    115 31 31.     (W)     SCALED    
 DB1032* NAVD 88     -         0.055  (meters)       0.18   (feet)  READJUSTED
 DB1032  ___________________________________________________________________
 DB1032  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1032  DYNAMIC HT  -           0.060 (meters)       0.20  (feet)  COMP
 DB1032  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 DB1032
 DB1032  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1032
 DB1032.The horizontal coordinates were scaled from a topographic map and have
 DB1032.an estimated accuracy of +/- 6 seconds.
 DB1032
 DB1032.The orthometric height was determined by differential leveling
 DB1032.and adjusted in January 1995.
 DB1032.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1032.distribution rate of 4.1 thru 8.0 mm/km.
 DB1032.The height was derived from older observations constrained to new
 DB1032.heights in a crustal motion area.  The height is approximate in
 DB1032.relation to other heights in its vicinity.
 DB1032
 DB1032.The geoid height was determined by GEOID03.
 DB1032
 DB1032.The dynamic height is computed by dividing the NAVD 88
 DB1032.geopotential number by the normal gravity value computed on the
 DB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1032.degrees latitude (g = 980.6199 gals.).
 DB1032
 DB1032.The modeled gravity was interpolated from observed gravity values.
 DB1032
 DB1032;                    North         East    Units  Estimated Accuracy
 DB1032;SPC CA 6     -   561,140.    2,067,940.      MT  (+/- 180 meters Scaled)
 DB1032
 DB1032                          SUPERSEDED SURVEY CONTROL
 DB1032
 DB1032.No superseded survey control is available for this station.
 DB1032
 DB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS382207(NAD 83)
 DB1032_MARKER: DD = SURVEY DISK
 DB1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1032_SP_SET: CONCRETE HEADWALL
 DB1032_STAMPING: RCE 8013 1973 2-A-4
 DB1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1032
 DB1032  HISTORY     - Date     Condition        Report By
 DB1032  HISTORY     - 1973     MONUMENTED       DSI
 DB1032  HISTORY     - 1977     GOOD             NGS
 DB1032
 DB1032                          STATION DESCRIPTION
 DB1032
 DB1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1032'1.1 MI SOUTH FROM HEBER.
 DB1032'0.05 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER
 DB1032'THENCE 0.5 MILE SOUTH ALONG HEFFERNAN AVENUE, THENCE 0.1 MILE EAST
 DB1032'ALONG FAWCETT ROAD, THENCE 0.5 MILE SOUTH ALONG WARE ROAD, 80.3 FT
 DB1032'NORTH OF A POWERLINE POLE WITH 2 GUYWIRES AND 1 TRANSFORMER, 24.5 FT
 DB1032'EAST OF THE CENTERLINE OF WARE ROAD, SET IN TOP AND 2 FT SOUTH OF THE
 DB1032'NORTH END OF THE HEADWALL OF A SIPHON UNDER WARE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8582 ***********************************************************************
 AB8582  DESIGNATION -  2 A 40 70
 AB8582  PID         -  AB8582
 AB8582  STATE/COUNTY-  CA/ORANGE
 AB8582  USGS QUAD   -  ORANGE (1981)
 AB8582
 AB8582                         *CURRENT SURVEY CONTROL
 AB8582  ___________________________________________________________________
 AB8582* NAD 83(1986)-  33 52 12.     (N)    117 48 14.     (W)     SCALED    
 AB8582* NAVD 88     -        82.963  (meters)     272.19   (feet)  ADJUSTED  
 AB8582  ___________________________________________________________________
 AB8582  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AB8582  DYNAMIC HT  -          82.873 (meters)     271.89  (feet)  COMP
 AB8582  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 AB8582
 AB8582  VERT ORDER  -  FIRST     CLASS II
 AB8582
 AB8582.The horizontal coordinates were scaled from a topographic map and have
 AB8582.an estimated accuracy of +/- 6 seconds.
 AB8582
 AB8582.The orthometric height was determined by differential leveling
 AB8582.and adjusted in February 1997.
 AB8582
 AB8582.The geoid height was determined by GEOID03.
 AB8582
 AB8582.The dynamic height is computed by dividing the NAVD 88
 AB8582.geopotential number by the normal gravity value computed on the
 AB8582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8582.degrees latitude (g = 980.6199 gals.).
 AB8582
 AB8582.The modeled gravity was interpolated from observed gravity values.
 AB8582
 AB8582;                    North         East    Units  Estimated Accuracy
 AB8582;SPC CA 6     -   689,980.    1,856,230.      MT  (+/- 180 meters Scaled)
 AB8582
 AB8582                          SUPERSEDED SURVEY CONTROL
 AB8582
 AB8582.No superseded survey control is available for this station.
 AB8582
 AB8582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT256480(NAD 83)
 AB8582_MARKER: DD = SURVEY DISK
 AB8582_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB8582_SP_SET: SIDEWALK
 AB8582_STAMPING: 2A-40-70
 AB8582_MARK LOGO: CA-059
 AB8582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8582+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 AB8582
 AB8582  HISTORY     - Date     Condition        Report By
 AB8582  HISTORY     - 1970     MONUMENTED       CA-059
 AB8582  HISTORY     - 19940107 GOOD             MWDSC
 AB8582  HISTORY     - 20070508 GOOD             GEOCAC
 AB8582
 AB8582                          STATION DESCRIPTION
 AB8582
 AB8582'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8582'YORBA LINDA, 0.2 MILE (0.3 KM) SOUTH ALONG KELLOGG DR.  FROM
 AB8582'INTERSECTION WITH IMPERIAL HWY (90) (R.M.  NIXON FREEWAY) TO GLENVIEW
 AB8582'AV.  AT THE NORTHWEST CORNER OF GLENVIEW AND KELLOGG DRIVE, 8 FEET
 AB8582'(2.4 M) SOUTH OF THE SOUTH END OF A 6 FT (1.8 M) HIGH CHAIN FENCE, 0.9
 AB8582'FEET (27.4 CM) WEST OF WEST CURBFACE OF KELLOGG DRIVE AND 0.8 FEET
 AB8582'(24.4 CM) NORTH OF NORTH CURB RETURN, FOUND ORANGE COUNTY SURVEYOR
 AB8582'3-3/4 INCH ALIMINUM DISK STAMPED - 2A-40-70 - FLUSH IN CONCRETE
 AB8582'SIDEWALK.  REFERENCE MWD FB 2011 02 080.
 AB8582
 AB8582                          STATION RECOVERY (2007)
 AB8582
 AB8582'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8582'AS DESCRIBED AND IN ADDITION THERE IS A PEDESTRIAN OVERCROSSING
 AB8582'BRIDGE, CROSSING OVER KELLOGG DR, LOCATED NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8579 ***********************************************************************
 AB8579  DESIGNATION -  2 A 41 73
 AB8579  PID         -  AB8579
 AB8579  STATE/COUNTY-  CA/ORANGE
 AB8579  USGS QUAD   -  YORBA LINDA (1981)
 AB8579
 AB8579                         *CURRENT SURVEY CONTROL
 AB8579  ___________________________________________________________________
 AB8579* NAD 83(1986)-  33 53 19.     (N)    117 47 51.     (W)     SCALED    
 AB8579* NAVD 88     -       128.314  (meters)     420.98   (feet)  ADJUSTED  
 AB8579  ___________________________________________________________________
 AB8579  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AB8579  DYNAMIC HT  -         128.174 (meters)     420.52  (feet)  COMP
 AB8579  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 AB8579
 AB8579  VERT ORDER  -  FIRST     CLASS II
 AB8579
 AB8579.The horizontal coordinates were scaled from a topographic map and have
 AB8579.an estimated accuracy of +/- 6 seconds.
 AB8579
 AB8579.The orthometric height was determined by differential leveling
 AB8579.and adjusted in February 1997.
 AB8579
 AB8579.The geoid height was determined by GEOID03.
 AB8579
 AB8579.The dynamic height is computed by dividing the NAVD 88
 AB8579.geopotential number by the normal gravity value computed on the
 AB8579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8579.degrees latitude (g = 980.6199 gals.).
 AB8579
 AB8579.The modeled gravity was interpolated from observed gravity values.
 AB8579
 AB8579;                    North         East    Units  Estimated Accuracy
 AB8579;SPC CA 6     -   692,040.    1,856,850.      MT  (+/- 180 meters Scaled)
 AB8579
 AB8579                          SUPERSEDED SURVEY CONTROL
 AB8579
 AB8579.No superseded survey control is available for this station.
 AB8579
 AB8579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT262500(NAD 83)
 AB8579_MARKER: DD = SURVEY DISK
 AB8579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8579_SP_SET: CATCH BASIN
 AB8579_STAMPING: 2A-41-73
 AB8579_MARK LOGO: CA-059
 AB8579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8579+STABILITY: SURFACE MOTION
 AB8579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8579+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 AB8579
 AB8579  HISTORY     - Date     Condition        Report By
 AB8579  HISTORY     - 1973     MONUMENTED       CA-059
 AB8579  HISTORY     - 19940107 GOOD             MWDSC
 AB8579  HISTORY     - 20070508 GOOD             GEOCAC
 AB8579
 AB8579                          STATION DESCRIPTION
 AB8579
 AB8579'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8579'YORBA LINDA, 0.8 MILE (1.3 KM) EAST ALONG YORBA LINDA BL.  FROM
 AB8579'INTERSECTION WITH IMPERIAL HWY.  (90) , NEAR THE ITERSECTION OF YORBA
 AB8579'LINDA BL.  AND PALM AV., 165 FEET (50.3 M) EAST OF PALM AV., 40 FEET
 AB8579'(12.2 M) SOUTH OF YORBA LINDA BL.  ON CONCRETE CATCH BASIN.  FOUND A
 AB8579'O.C.S.  3-3/4 INCH ALUMINUM DISK STAMPED - 2A-41-73 - FLUSH IN THE
 AB8579'NORTHEAST CORNER OF 5 FOOT (1.5 M) WIDE CATCH BASIN.  REFERENCE MWD FB
 AB8579'2205 03 027.
 AB8579
 AB8579                          STATION RECOVERY (2007)
 AB8579
 AB8579'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8578 ***********************************************************************
 AB8578  DESIGNATION -  2 A 48 86
 AB8578  PID         -  AB8578
 AB8578  STATE/COUNTY-  CA/ORANGE
 AB8578  USGS QUAD   -  YORBA LINDA (1981)
 AB8578
 AB8578                         *CURRENT SURVEY CONTROL
 AB8578  ___________________________________________________________________
 AB8578* NAD 83(1986)-  33 53 17.     (N)    117 48 25.     (W)     SCALED    
 AB8578* NAVD 88     -       116.237  (meters)     381.35   (feet)  ADJUSTED  
 AB8578  ___________________________________________________________________
 AB8578  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AB8578  DYNAMIC HT  -         116.111 (meters)     380.94  (feet)  COMP
 AB8578  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 AB8578
 AB8578  VERT ORDER  -  FIRST     CLASS II
 AB8578
 AB8578.The horizontal coordinates were scaled from a topographic map and have
 AB8578.an estimated accuracy of +/- 6 seconds.
 AB8578
 AB8578.The orthometric height was determined by differential leveling
 AB8578.and adjusted in February 1997.
 AB8578
 AB8578.Photographs are available for this station.
 AB8578
 AB8578.The geoid height was determined by GEOID03.
 AB8578
 AB8578.The dynamic height is computed by dividing the NAVD 88
 AB8578.geopotential number by the normal gravity value computed on the
 AB8578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8578.degrees latitude (g = 980.6199 gals.).
 AB8578
 AB8578.The modeled gravity was interpolated from observed gravity values.
 AB8578
 AB8578;                    North         East    Units  Estimated Accuracy
 AB8578;SPC CA 6     -   691,990.    1,855,980.      MT  (+/- 180 meters Scaled)
 AB8578
 AB8578                          SUPERSEDED SURVEY CONTROL
 AB8578
 AB8578.No superseded survey control is available for this station.
 AB8578
 AB8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT253500(NAD 83)
 AB8578_MARKER: DD = SURVEY DISK
 AB8578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8578_SP_SET: CATCH BASIN
 AB8578_STAMPING: 2A-48-86
 AB8578_MARK LOGO: CA-059
 AB8578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8578+STABILITY: SURFACE MOTION
 AB8578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8578+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 AB8578
 AB8578  HISTORY     - Date     Condition        Report By
 AB8578  HISTORY     - 1986     MONUMENTED       CA-059
 AB8578  HISTORY     - 19940107 GOOD             MWDSC
 AB8578  HISTORY     - 20070508 GOOD             GEOCAC
 AB8578
 AB8578                          STATION DESCRIPTION
 AB8578
 AB8578'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8578'YORBA LINDA, NEAR THE INTERSECTION OF YORBA LINDA BL.  AND AVOCADO
 AB8578'CIR., 62 FEET (18.9 M) SOUTH OF CENTERLINE OF YORBA LINDA BL., 17 FEET
 AB8578'(5.2 M) SOUTH OF SOUTH CURB, 22.5 FEET (6.9 M) WESTERLY OF NORTH END
 AB8578'OF CONCRETE ISLAND AT ENTRANCE TO CONDOMINIUM COMPLEX.  FOUND A
 AB8578'O.C.S.3-3/4 INCH ALUMINUM DISK STAMPED - 2A-48-86 - FLUSH IN THE TOP
 AB8578'AT THE NORTHEAST CORNER OF A 3.7 FOOT (1.1 M) BY 4.9 FOOT (1.5 M)
 AB8578'CATCH BASIN.  REFERENCE MWD FB 2011 02 077.
 AB8578
 AB8578                          STATION RECOVERY (2007)
 AB8578
 AB8578'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1033 ***********************************************************************
 DB1033  DESIGNATION -  2 A 5 DSI
 DB1033  PID         -  DB1033
 DB1033  STATE/COUNTY-  CA/IMPERIAL
 DB1033  USGS QUAD   -  HEBER (1976)
 DB1033
 DB1033                         *CURRENT SURVEY CONTROL
 DB1033  ___________________________________________________________________
 DB1033* NAD 83(1986)-  32 42 57.     (N)    115 31 35.     (W)     SCALED    
 DB1033* NAVD 88     -        -0.491  (meters)      -1.61   (feet)  READJUSTED
 DB1033  ___________________________________________________________________
 DB1033  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1033  DYNAMIC HT  -          -0.490 (meters)      -1.61  (feet)  COMP
 DB1033  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 DB1033
 DB1033  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1033
 DB1033.The horizontal coordinates were scaled from a topographic map and have
 DB1033.an estimated accuracy of +/- 6 seconds.
 DB1033
 DB1033.The orthometric height was determined by differential leveling
 DB1033.and adjusted in January 1995.
 DB1033.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1033.distribution rate of 0.0 thru 1.0 mm/km.
 DB1033.The height was derived from older observations constrained to new
 DB1033.heights in a crustal motion area.  The height is approximate in
 DB1033.relation to other heights in its vicinity.
 DB1033
 DB1033.The geoid height was determined by GEOID03.
 DB1033
 DB1033.The dynamic height is computed by dividing the NAVD 88
 DB1033.geopotential number by the normal gravity value computed on the
 DB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1033.degrees latitude (g = 980.6199 gals.).
 DB1033
 DB1033.The modeled gravity was interpolated from observed gravity values.
 DB1033
 DB1033;                    North         East    Units  Estimated Accuracy
 DB1033;SPC CA 6     -   561,140.    2,067,840.      MT  (+/- 180 meters Scaled)
 DB1033
 DB1033                          SUPERSEDED SURVEY CONTROL
 DB1033
 DB1033.No superseded survey control is available for this station.
 DB1033
 DB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS381207(NAD 83)
 DB1033_MARKER: DD = SURVEY DISK
 DB1033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1033_SP_SET: COPPER-CLAD STEEL ROD
 DB1033_STAMPING: RCE 8013 1973 2-A-5
 DB1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1033
 DB1033  HISTORY     - Date     Condition        Report By
 DB1033  HISTORY     - 1973     MONUMENTED       DSI
 DB1033  HISTORY     - 1977     GOOD             NGS
 DB1033
 DB1033                          STATION DESCRIPTION
 DB1033
 DB1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1033'1.2 MI SOUTH FROM HEBER.
 DB1033'0.05 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1033'THENCE 0.5 MILE SOUTH ALONG HEFFERNAN AVENUE, THENCE 0.1 MILE EAST
 DB1033'ALONG FAWCETT ROAD, THENCE 0.5 MILE SOUTH ALONG WARE ROAD, THENCE
 DB1033'0.05 MILE WEST ALONG A DIRT ROAD LEADING TO NOWLIN 1 STEAM WELL , 276
 DB1033'FT EAST OF THE CENTER OF THE ENTRANCE GATE TO NOWLIN 1 STEAM WELL, 11
 DB1033'FT SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 3 FT WEST OF POWERLINE
 DB1033'POLE 26807D.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1034 ***********************************************************************
 DB1034  DESIGNATION -  2 A 6 DSI
 DB1034  PID         -  DB1034
 DB1034  STATE/COUNTY-  CA/IMPERIAL
 DB1034  USGS QUAD   -  HEBER (1976)
 DB1034
 DB1034                         *CURRENT SURVEY CONTROL
 DB1034  ___________________________________________________________________
 DB1034* NAD 83(1986)-  32 42 57.     (N)    115 31 38.     (W)     SCALED    
 DB1034* NAVD 88     -        -0.858  (meters)      -2.81   (feet)  READJUSTED
 DB1034  ___________________________________________________________________
 DB1034  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1034  DYNAMIC HT  -          -0.860 (meters)      -2.82  (feet)  COMP
 DB1034  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 DB1034
 DB1034  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1034
 DB1034.The horizontal coordinates were scaled from a topographic map and have
 DB1034.an estimated accuracy of +/- 6 seconds.
 DB1034
 DB1034.The orthometric height was determined by differential leveling
 DB1034.and adjusted in January 1995.
 DB1034.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1034.distribution rate of 0.0 thru 1.0 mm/km.
 DB1034.The height was derived from older observations constrained to new
 DB1034.heights in a crustal motion area.  The height is approximate in
 DB1034.relation to other heights in its vicinity.
 DB1034
 DB1034.The geoid height was determined by GEOID03.
 DB1034
 DB1034.The dynamic height is computed by dividing the NAVD 88
 DB1034.geopotential number by the normal gravity value computed on the
 DB1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1034.degrees latitude (g = 980.6199 gals.).
 DB1034
 DB1034.The modeled gravity was interpolated from observed gravity values.
 DB1034
 DB1034;                    North         East    Units  Estimated Accuracy
 DB1034;SPC CA 6     -   561,140.    2,067,760.      MT  (+/- 180 meters Scaled)
 DB1034
 DB1034                          SUPERSEDED SURVEY CONTROL
 DB1034
 DB1034.No superseded survey control is available for this station.
 DB1034
 DB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS380207(NAD 83)
 DB1034_MARKER: DD = SURVEY DISK
 DB1034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1034_SP_SET: COPPER-CLAD STEEL ROD
 DB1034_STAMPING: RCE 8013 1973 2-A-6
 DB1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1034
 DB1034  HISTORY     - Date     Condition        Report By
 DB1034  HISTORY     - 1973     MONUMENTED       DSI
 DB1034  HISTORY     - 1977     GOOD             NGS
 DB1034
 DB1034                          STATION DESCRIPTION
 DB1034
 DB1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1034'1.3 MI SOUTH FROM HEBER.
 DB1034'0.05 MILE EAST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1034'THENCE 0.5 MILE SOUTH ALONG HEFFERNAN AVENUE, THENCE 0.1 MILE EAST
 DB1034'ALONG FAWCETT ROAD, THENCE 0.5 MILE SOUTH ALONG WARE ROAD, THENCE 0.1
 DB1034'MILE WEST ALONG A DIRT ROAD LEADING TO NOWLIN 1 STEAM WELL, 65.3 FT
 DB1034'WEST NORTHWEST FROM THE CENTER OF THE ENTRANCE GATE TO NOWLIN 1 STEAM
 DB1034'WELL, 11 FT SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 2 FT WEST OF A
 DB1034'POWERLINE POLE 26806D.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1041 ***********************************************************************
 DB1041  DESIGNATION -  2 A 7 DSI
 DB1041  PID         -  DB1041
 DB1041  STATE/COUNTY-  CA/IMPERIAL
 DB1041  USGS QUAD   -  HEBER (1976)
 DB1041
 DB1041                         *CURRENT SURVEY CONTROL
 DB1041  ___________________________________________________________________
 DB1041* NAD 83(1986)-  32 42 58.     (N)    115 32 35.     (W)     SCALED    
 DB1041* NAVD 88     -        -2.372  (meters)      -7.78   (feet)  READJUSTED
 DB1041  ___________________________________________________________________
 DB1041  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1041  DYNAMIC HT  -          -2.370 (meters)      -7.78  (feet)  COMP
 DB1041  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1041
 DB1041  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1041
 DB1041.The horizontal coordinates were scaled from a topographic map and have
 DB1041.an estimated accuracy of +/- 6 seconds.
 DB1041
 DB1041.The orthometric height was determined by differential leveling
 DB1041.and adjusted in January 1995.
 DB1041.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1041.distribution rate of 4.1 thru 8.0 mm/km.
 DB1041.The height was derived from older observations constrained to new
 DB1041.heights in a crustal motion area.  The height is approximate in
 DB1041.relation to other heights in its vicinity.
 DB1041
 DB1041.The geoid height was determined by GEOID03.
 DB1041
 DB1041.The dynamic height is computed by dividing the NAVD 88
 DB1041.geopotential number by the normal gravity value computed on the
 DB1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1041.degrees latitude (g = 980.6199 gals.).
 DB1041
 DB1041.The modeled gravity was interpolated from observed gravity values.
 DB1041
 DB1041;                    North         East    Units  Estimated Accuracy
 DB1041;SPC CA 6     -   561,160.    2,066,280.      MT  (+/- 180 meters Scaled)
 DB1041
 DB1041                          SUPERSEDED SURVEY CONTROL
 DB1041
 DB1041.No superseded survey control is available for this station.
 DB1041
 DB1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS365207(NAD 83)
 DB1041_MARKER: DD = SURVEY DISK
 DB1041_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1041_SP_SET: COPPER-CLAD STEEL ROD
 DB1041_STAMPING: RCE 8013 1973 2-A-7
 DB1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1041
 DB1041  HISTORY     - Date     Condition        Report By
 DB1041  HISTORY     - 1973     MONUMENTED       DSI
 DB1041  HISTORY     - 1977     GOOD             NGS
 DB1041
 DB1041                          STATION DESCRIPTION
 DB1041
 DB1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1041'1.8 MI SW FROM HEBER.
 DB1041'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1041'THENCE 1.0 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1041'DELIVERY GATE 7, 141 FT SOUTHWEST OF THE CENTER OF DELIVERY GATE 7,
 DB1041'63 FT SOUTH OF THE CENTERLINE OF THE SOUTHERN MOST DIRT ROAD LEADING
 DB1041'WEST, 56 INCHES SOUTHWEST OF THE NORTHEAST CORNER OF A CHAIN LINK
 DB1041'FENCE SURROUNDING HOLTZ 1 STEAM WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1042 ***********************************************************************
 DB1042  DESIGNATION -  2 A 8 DSI
 DB1042  PID         -  DB1042
 DB1042  STATE/COUNTY-  CA/IMPERIAL
 DB1042  USGS QUAD   -  HEBER (1976)
 DB1042
 DB1042                         *CURRENT SURVEY CONTROL
 DB1042  ___________________________________________________________________
 DB1042* NAD 83(1986)-  32 42 58.     (N)    115 32 37.     (W)     SCALED    
 DB1042* NAVD 88     -        -2.335  (meters)      -7.66   (feet)  READJUSTED
 DB1042  ___________________________________________________________________
 DB1042  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1042  DYNAMIC HT  -          -2.330 (meters)      -7.64  (feet)  COMP
 DB1042  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 DB1042
 DB1042  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1042
 DB1042.The horizontal coordinates were scaled from a topographic map and have
 DB1042.an estimated accuracy of +/- 6 seconds.
 DB1042
 DB1042.The orthometric height was determined by differential leveling
 DB1042.and adjusted in January 1995.
 DB1042.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1042.distribution rate of 4.1 thru 8.0 mm/km.
 DB1042.The height was derived from older observations constrained to new
 DB1042.heights in a crustal motion area.  The height is approximate in
 DB1042.relation to other heights in its vicinity.
 DB1042
 DB1042.The geoid height was determined by GEOID03.
 DB1042
 DB1042.The dynamic height is computed by dividing the NAVD 88
 DB1042.geopotential number by the normal gravity value computed on the
 DB1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1042.degrees latitude (g = 980.6199 gals.).
 DB1042
 DB1042.The modeled gravity was interpolated from observed gravity values.
 DB1042
 DB1042;                    North         East    Units  Estimated Accuracy
 DB1042;SPC CA 6     -   561,160.    2,066,230.      MT  (+/- 180 meters Scaled)
 DB1042
 DB1042                          SUPERSEDED SURVEY CONTROL
 DB1042
 DB1042.No superseded survey control is available for this station.
 DB1042
 DB1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS364207(NAD 83)
 DB1042_MARKER: DD = SURVEY DISK
 DB1042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1042_SP_SET: COPPER-CLAD STEEL ROD
 DB1042_STAMPING: RCE 8013 1973 2-A-8
 DB1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1042
 DB1042  HISTORY     - Date     Condition        Report By
 DB1042  HISTORY     - 1973     MONUMENTED       DSI
 DB1042  HISTORY     - 1977     GOOD             NGS
 DB1042
 DB1042                          STATION DESCRIPTION
 DB1042
 DB1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1042'1.9 MI SW FROM HEBER.
 DB1042'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1042'THENCE 1.0 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1042'DELIVERY GATE 7, THENCE 0.05 MILE WEST ALONG THE SOUTHERN MOST OF
 DB1042'2 DIRT ROADS LEADING WEST, 65 FT SOUTH OF THE CENTERLINE OF THE
 DB1042'SOUTHERN MOST DIRT ROAD, 55.5 FT SOUTH OF POWERLINE POLE 266430
 DB1042'WITH 3 TRANSFORMERS AND 1 GUY WIRE, 59 INCHES SOUTHEAST OF THE
 DB1042'NORTHWEST CORNER OF A CHAIN LINK FENCE SURROUNDING HOLTZ 1 STEAM
 DB1042'WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1044 ***********************************************************************
 DB1044  DESIGNATION -  2 A 9 DSI
 DB1044  PID         -  DB1044
 DB1044  STATE/COUNTY-  CA/IMPERIAL
 DB1044  USGS QUAD   -  HEBER (1976)
 DB1044
 DB1044                         *CURRENT SURVEY CONTROL
 DB1044  ___________________________________________________________________
 DB1044* NAD 83(1986)-  32 42 58.     (N)    115 33 31.     (W)     SCALED    
 DB1044* NAVD 88     -        -1.960  (meters)      -6.43   (feet)  READJUSTED
 DB1044  ___________________________________________________________________
 DB1044  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DB1044  DYNAMIC HT  -          -1.960 (meters)      -6.43  (feet)  COMP
 DB1044  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1044
 DB1044  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1044
 DB1044.The horizontal coordinates were scaled from a topographic map and have
 DB1044.an estimated accuracy of +/- 6 seconds.
 DB1044
 DB1044.The orthometric height was determined by differential leveling
 DB1044.and adjusted in January 1995.
 DB1044.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1044.distribution rate of 4.1 thru 8.0 mm/km.
 DB1044.The height was derived from older observations constrained to new
 DB1044.heights in a crustal motion area.  The height is approximate in
 DB1044.relation to other heights in its vicinity.
 DB1044
 DB1044.The geoid height was determined by GEOID03.
 DB1044
 DB1044.The dynamic height is computed by dividing the NAVD 88
 DB1044.geopotential number by the normal gravity value computed on the
 DB1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1044.degrees latitude (g = 980.6199 gals.).
 DB1044
 DB1044.The modeled gravity was interpolated from observed gravity values.
 DB1044
 DB1044;                    North         East    Units  Estimated Accuracy
 DB1044;SPC CA 6     -   561,150.    2,064,820.      MT  (+/- 180 meters Scaled)
 DB1044
 DB1044                          SUPERSEDED SURVEY CONTROL
 DB1044
 DB1044.No superseded survey control is available for this station.
 DB1044
 DB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS350207(NAD 83)
 DB1044_MARKER: DD = SURVEY DISK
 DB1044_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1044_SP_SET: COPPER-CLAD STEEL ROD
 DB1044_STAMPING: RCE 8013 1973 2-A-9
 DB1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1044
 DB1044  HISTORY     - Date     Condition        Report By
 DB1044  HISTORY     - 1973     MONUMENTED       DSI
 DB1044  HISTORY     - 1977     GOOD             NGS
 DB1044
 DB1044                          STATION DESCRIPTION
 DB1044
 DB1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1044'2.8 MI SW FROM HEBER.
 DB1044'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1044'THENCE 1.0 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1044'DELIVERY 7-A, THENCE 0.95 MILE WEST ALONG A DIRT ROAD, 53 FT NORTH
 DB1044'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE SURROUNDING HOLTZ 2
 DB1044'STEAM WELL, 95 FT NORTHEAST OF THE CENTER OF THE ENTRANCE GATE TO THE
 DB1044'WELL, 10 FT NORTH OF THE CENTERLINE OF THE DIRT ROAD, 19 INCHES SOUTH
 DB1044'OF THE SOUTH EDGE OF A CONCRETE LINED CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0398 ***********************************************************************
 DW0398  DESIGNATION -  2 A MWDSC
 DW0398  PID         -  DW0398
 DW0398  STATE/COUNTY-  CA/RIVERSIDE
 DW0398  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0398
 DW0398                         *CURRENT SURVEY CONTROL
 DW0398  ___________________________________________________________________
 DW0398* NAD 83(1986)-  33 40 11.     (N)    115 54 18.     (W)     SCALED    
 DW0398* NAVD 88     -       451.52   (+/-2cm)    1481.4    (feet)  VERTCON   
 DW0398  ___________________________________________________________________
 DW0398  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0398
 DW0398.The horizontal coordinates were scaled from a topographic map and have
 DW0398.an estimated accuracy of +/- 6 seconds.
 DW0398
 DW0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0398.The vertical order pertains to the NGVD 29 superseded value.
 DW0398
 DW0398.The geoid height was determined by GEOID03.
 DW0398
 DW0398;                    North         East    Units  Estimated Accuracy
 DW0398;SPC CA 6     -   666,750.    2,032,000.      MT  (+/- 180 meters Scaled)
 DW0398
 DW0398                          SUPERSEDED SURVEY CONTROL
 DW0398
 DW0398  NGVD 29 (??/??/??)  450.813  (m)         1479.04   (f) ADJUSTED    1 2
 DW0398
 DW0398.Superseded values are not recommended for survey control.
 DW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0398.See file dsdata.txt to determine how the superseded data were derived.
 DW0398
 DW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT015260(NAD 83)
 DW0398_MARKER: DD = SURVEY DISK
 DW0398_SETTING: 80 = SET IN A BOULDER
 DW0398_SP_SET: BOULDER
 DW0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0398+STABILITY: SURFACE MOTION
 DW0398
 DW0398  HISTORY     - Date     Condition        Report By
 DW0398  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0398  HISTORY     - 1931     GOOD             MWDSC
 DW0398  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0398
 DW0398                          STATION DESCRIPTION
 DW0398
 DW0398'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0398'24.9 MI E FROM INDIO.
 DW0398'1.4 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DW0398'WEST CUT-OFF ROAD, ABOUT 200 FEET NORTH OF THE ROAD, ON A ROCK
 DW0398'SLOPE AT THE EAST SIDE OF A WASH, AND IN A BOULDER.  A
 DW0398'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DW0398'MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY
 DW0398'2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0398
 DW0398                          STATION RECOVERY (1985)
 DW0398
 DW0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0389 ***********************************************************************
 LU0389  DESIGNATION -  2 A USGS
 LU0389  PID         -  LU0389
 LU0389  STATE/COUNTY-  CA/TEHAMA
 LU0389  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0389
 LU0389                         *CURRENT SURVEY CONTROL
 LU0389  ___________________________________________________________________
 LU0389* NAD 83(1986)-  40 13 55.     (N)    122 10 16.     (W)     SCALED    
 LU0389* NAVD 88     -       146.577  (meters)     480.89   (feet)  ADJUSTED  
 LU0389  ___________________________________________________________________
 LU0389  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 LU0389  DYNAMIC HT  -         146.500 (meters)     480.64  (feet)  COMP
 LU0389  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 LU0389
 LU0389  VERT ORDER  -  SECOND    CLASS 0
 LU0389
 LU0389.The horizontal coordinates were scaled from a topographic map and have
 LU0389.an estimated accuracy of +/- 6 seconds.
 LU0389
 LU0389.The orthometric height was determined by differential leveling
 LU0389.and adjusted in June 1991.
 LU0389
 LU0389.The geoid height was determined by GEOID03.
 LU0389
 LU0389.The dynamic height is computed by dividing the NAVD 88
 LU0389.geopotential number by the normal gravity value computed on the
 LU0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0389.degrees latitude (g = 980.6199 gals.).
 LU0389
 LU0389.The modeled gravity was interpolated from observed gravity values.
 LU0389
 LU0389;                    North         East    Units  Estimated Accuracy
 LU0389;SPC CA 1     -   599,800.    1,985,440.      MT  (+/- 180 meters Scaled)
 LU0389
 LU0389                          SUPERSEDED SURVEY CONTROL
 LU0389
 LU0389  NGVD 29 (??/??/92)  145.830  (m)          478.44   (f) ADJ UNCH    2 0
 LU0389
 LU0389.Superseded values are not recommended for survey control.
 LU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0389.See file dsdata.txt to determine how the superseded data were derived.
 LU0389
 LU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK705538(NAD 83)
 LU0389_MARKER: P = PIPE CAP
 LU0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0389_STAMPING: 478.152 2 A 1924
 LU0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0389
 LU0389  HISTORY     - Date     Condition        Report By
 LU0389  HISTORY     - 1924     MONUMENTED       USGS
 LU0389  HISTORY     - 1934     GOOD             NGS
 LU0389
 LU0389                          STATION DESCRIPTION
 LU0389
 LU0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LU0389'6.2 MI NE FROM RED BLUFF.
 LU0389'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 36 FROM THE COURTHOUSE
 LU0389'AT RED BLUFF, TEHAMA COUNTY, AT THE TOP OF A STEEP GRADE AND A
 LU0389'SHARP BEND IN THE HIGHWAY, 46 FEET NORTH OF THE CENTERLINE OF THE
 LU0389'HIGHWAY, AND 19 FEET SOUTH OF A 12-INCH OAK TREE.  A UNITED
 LU0389'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 478.152 2 A 1924
 LU0389'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT
 LU0389'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1189 ***********************************************************************
 HT1189  DESIGNATION -  2 A USN
 HT1189  PID         -  HT1189
 HT1189  STATE/COUNTY-  CA/SANTA CLARA
 HT1189  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1189
 HT1189                         *CURRENT SURVEY CONTROL
 HT1189  ___________________________________________________________________
 HT1189* NAD 83(1986)-  37 25 31.     (N)    122 03 28.     (W)     SCALED    
 HT1189* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 HT1189  ___________________________________________________________________
 HT1189  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT1189  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1189
 HT1189.The horizontal coordinates were scaled from a topographic map and have
 HT1189.an estimated accuracy of +/- 6 seconds.
 HT1189
 HT1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1189.The vertical order pertains to the NGVD 29 superseded value.
 HT1189
 HT1189.The geoid height was determined by GEOID03.
 HT1189
 HT1189;                    North         East    Units  Estimated Accuracy
 HT1189;SPC CA 3     -   603,840.    1,862,130.      MT  (+/- 180 meters Scaled)
 HT1189
 HT1189                          SUPERSEDED SURVEY CONTROL
 HT1189
 HT1189  NGVD 29 (??/??/92)    0.560  (m)            1.84   (f) ADJ UNCH    1 2
 HT1189
 HT1189.Superseded values are not recommended for survey control.
 HT1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1189.See file dsdata.txt to determine how the superseded data were derived.
 HT1189
 HT1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG833424(NAD 83)
 HT1189_MARKER: Z = SEE DESCRIPTION
 HT1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1189_STAMPING: 2 A
 HT1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1189+STABILITY: SURFACE MOTION
 HT1189
 HT1189  HISTORY     - Date     Condition        Report By
 HT1189  HISTORY     - UNK      MONUMENTED       DOD
 HT1189  HISTORY     - 1960     GOOD             NGS
 HT1189  HISTORY     - 1967     GOOD             NGS
 HT1189
 HT1189                          STATION DESCRIPTION
 HT1189
 HT1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HT1189'AT MOFFETT FIELD.
 HT1189'AT MOFFETT FIELD, ABOUT 85 YARDS SOUTH OF THE CENTER OF THE
 HT1189'JUNCTION OF PATROL ROAD AND A GRAVEL ROAD SOUTH, ABOUT 85 YARDS
 HT1189'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BOX FOR A HEADGATE,
 HT1189'ABOUT 79 YARDS NORTH OF THE NORTHWEST CORNER OF A FRAME BUILDING,
 HT1189'18.6 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 49.9 FEET
 HT1189'EAST OF A BOUNDARY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 HT1189'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND AND IS ENCASED IN A
 HT1189'2-FOOT CONCRETE CYLINDRICAL PIPE WITH A COVER.
 HT1189
 HT1189                          STATION RECOVERY (1967)
 HT1189
 HT1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4830 ***********************************************************************
 DX4830  DESIGNATION -  2 B 42
 DX4830  PID         -  DX4830
 DX4830  STATE/COUNTY-  CA/ORANGE
 DX4830  USGS QUAD   -  LA HABRA (1981)
 DX4830
 DX4830                         *CURRENT SURVEY CONTROL
 DX4830  ___________________________________________________________________
 DX4830* NAD 83(1992)-  33 54 40.80234(N)    117 53 10.20729(W)     NO CHECK  
 DX4830* NAVD 88     -       102.04   (+/-2cm)     334.8    (feet)  VERTCON   
 DX4830  ___________________________________________________________________
 DX4830  EPOCH DATE  -        1991.35
 DX4830  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 DX4830  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DX4830  HORZ ORDER  -  THIRD
 DX4830  VERT ORDER  -  THIRD ? (See Below)
 DX4830
 DX4830.The horizontal coordinates were established by classical geodetic methods
 DX4830.and adjusted by the National Geodetic Survey in June 1996.
 DX4830.No horizontal observational check was made to the station.
 DX4830.The horizontal coordinates are valid at the epoch date displayed above.
 DX4830.The epoch date for horizontal control is a decimal equivalence
 DX4830.of Year/Month/Day.
 DX4830
 DX4830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4830.The vertical order pertains to the NGVD 29 superseded value.
 DX4830
 DX4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4830
 DX4830.The geoid height was determined by GEOID03.
 DX4830
 DX4830;                    North         East     Units Scale Factor Converg.
 DX4830;SPC CA 6     -   694,680.959 1,848,691.519   MT  1.00000480   -0 53 56.8
 DX4830;SPC CA 6     - 2,279,132.45  6,065,248.76   sFT  1.00000480   -0 53 56.8
 DX4830;UTM  11      - 3,752,678.403   418,078.070   MT  0.99968273   -0 29 39.9
 DX4830
 DX4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4830!SPC CA 6     -   0.99998945  x   1.00000480  =   0.99999425
 DX4830!UTM  11      -   0.99998945  x   0.99968273  =   0.99967218
 DX4830
 DX4830                          SUPERSEDED SURVEY CONTROL
 DX4830
 DX4830  NAD 83(1986)-  33 54 40.80270(N)    117 53 10.20615(W) AD(1984.00) 3
 DX4830  NAD 27      -  33 54 40.75550(N)    117 53 06.99375(W) AD(       ) 3
 DX4830  NGVD 29 (07/19/86)  101.30   (m)          332.3    (f) LEVELING    3  
 DX4830
 DX4830.Superseded values are not recommended for survey control.
 DX4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4830.See file dsdata.txt to determine how the superseded data were derived.
 DX4830
 DX4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1807852678(NAD 83)
 DX4830_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX4830
 DX4830  HISTORY     - Date     Condition        Report By
 DX4830  HISTORY     - 1976     MONUMENTED       CA-059
 DX4830  HISTORY     - 1977     GOOD             CADT
 DX4830  HISTORY     - 19980606 MARK NOT FOUND   USPSQD
 DX4830
 DX4830                          STATION DESCRIPTION
 DX4830
 DX4830'DESCRIBED BY CALTRANS 1977 (ARA)
 DX4830'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE EAST OF BREA ON THE
 DX4830'NORTH SIDE OF IMPERIAL HIGHWAY (STATE ROUTE 90) AND 210 FEET WEST OF
 DX4830'ITS INTERSECTION WITH THE SOUTHBOUND OFF-RAMP FROM THE ORANGE FREEWAY
 DX4830'(STATE ROUTE 57).
 DX4830'
 DX4830'THE MARK IS A STANDARD ORANGE COUNTY ALUMINUM BENCH MARK DISK STAMPED
 DX4830'---2B-42-70---.  IT IS SET IN THE TOP OF THE NORTHWEST CORNER OF A 2
 DX4830'FOOT BY 3 FOOT CONCRETE CATCH BASIN AND IS THE SAME ELEVATION AS THE
 DX4830'TOP OF CURB.  IT IS 44.5 FEET EAST OF POWER POLE NUMBER 1881743E AND
 DX4830'144 FEET EAST OF A FIRE HYDRANT.
 DX4830
 DX4830                          STATION RECOVERY (1998)
 DX4830
 DX4830'RECOVERY NOTE BY US POWER SQUADRON 1998
 DX4830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0397 ***********************************************************************
 DW0397  DESIGNATION -  2 B MWDSC
 DW0397  PID         -  DW0397
 DW0397  STATE/COUNTY-  CA/RIVERSIDE
 DW0397  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0397
 DW0397                         *CURRENT SURVEY CONTROL
 DW0397  ___________________________________________________________________
 DW0397* NAD 83(1986)-  33 40 09.     (N)    115 53 43.     (W)     SCALED    
 DW0397* NAVD 88     -       454.18   (+/-2cm)    1490.1    (feet)  VERTCON   
 DW0397  ___________________________________________________________________
 DW0397  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0397  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0397
 DW0397.The horizontal coordinates were scaled from a topographic map and have
 DW0397.an estimated accuracy of +/- 6 seconds.
 DW0397
 DW0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0397.The vertical order pertains to the NGVD 29 superseded value.
 DW0397
 DW0397.The geoid height was determined by GEOID03.
 DW0397
 DW0397;                    North         East    Units  Estimated Accuracy
 DW0397;SPC CA 6     -   666,690.    2,032,900.      MT  (+/- 180 meters Scaled)
 DW0397
 DW0397                          SUPERSEDED SURVEY CONTROL
 DW0397
 DW0397  NGVD 29 (??/??/??)  453.464  (m)         1487.74   (f) ADJUSTED    1 2
 DW0397
 DW0397.Superseded values are not recommended for survey control.
 DW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0397.See file dsdata.txt to determine how the superseded data were derived.
 DW0397
 DW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT024260(NAD 83)
 DW0397_MARKER: DD = SURVEY DISK
 DW0397_SETTING: 80 = SET IN A BOULDER
 DW0397_SP_SET: BOULDER
 DW0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0397+STABILITY: SURFACE MOTION
 DW0397
 DW0397  HISTORY     - Date     Condition        Report By
 DW0397  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0397  HISTORY     - 1931     GOOD             MWDSC
 DW0397  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0397
 DW0397                          STATION DESCRIPTION
 DW0397
 DW0397'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0397'25.5 MI E FROM INDIO.
 DW0397'ABOUT 2 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DW0397'THE WEST CUT-OFF ROAD, ABOUT 500 FEET WEST OF A CURVE TO THE
 DW0397'SOUTH, ABOUT 150 FEET NORTH OF THE ROAD, AND IN A BOULDER.  A
 DW0397'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DW0397'MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY
 DW0397'2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0397
 DW0397                          STATION RECOVERY (1985)
 DW0397
 DW0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6168 ***********************************************************************
 EW6168  DESIGNATION -  2 B OXNARD
 EW6168  PID         -  EW6168
 EW6168  STATE/COUNTY-  CA/VENTURA
 EW6168  USGS QUAD   -  POINT MUGU (1967)
 EW6168
 EW6168                         *CURRENT SURVEY CONTROL
 EW6168  ___________________________________________________________________
 EW6168* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6168* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 EW6168  ___________________________________________________________________
 EW6168  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6168
 EW6168.The horizontal coordinates were scaled from a topographic map and have
 EW6168.an estimated accuracy of +/- 6 seconds.
 EW6168
 EW6168.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6168.The vertical order pertains to the NGVD 29 superseded value.
 EW6168
 EW6168.The geoid height was determined by GEOID03.
 EW6168
 EW6168;                    North         East    Units  Estimated Accuracy
 EW6168;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6168
 EW6168                          SUPERSEDED SURVEY CONTROL
 EW6168
 EW6168  NGVD 29 (??/??/92)    6.858  (m)           22.50   (f) ADJ UNCH    2 0
 EW6168
 EW6168.Superseded values are not recommended for survey control.
 EW6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6168.See file dsdata.txt to determine how the superseded data were derived.
 EW6168
 EW6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6168_MARKER: Z = SEE DESCRIPTION
 EW6168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6168_SP_SET: STEEL PLATES
 EW6168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6168
 EW6168  HISTORY     - Date     Condition        Report By
 EW6168  HISTORY     - UNK      MONUMENTED       CGS
 EW6168  HISTORY     - 1960     GOOD             NGS
 EW6168
 EW6168                          STATION DESCRIPTION
 EW6168
 EW6168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6168'6 MI SE FROM OXNARD.
 EW6168'AT U.S. AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES SOUTH
 EW6168'ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST ON BEACH
 EW6168'ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5 MILE TO
 EW6168'16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD.  THE
 EW6168'MARK IS THE CENTER OF A CROSS FORMED BY TWO STEEL PLATES.  IT
 EW6168'IS 310 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE PAD AND 85
 EW6168'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6317 ***********************************************************************
 EW6317  DESIGNATION -  2 B USN
 EW6317  PID         -  EW6317
 EW6317  STATE/COUNTY-  CA/VENTURA
 EW6317  USGS QUAD   -  POINT MUGU (1967)
 EW6317
 EW6317                         *CURRENT SURVEY CONTROL
 EW6317  ___________________________________________________________________
 EW6317* NAD 83(1986)-  34 06 07.     (N)    119 06 14.     (W)     SCALED    
 EW6317* NAVD 88     -         2.72   (+/-2cm)       8.9    (feet)  VERTCON   
 EW6317  ___________________________________________________________________
 EW6317  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW6317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6317
 EW6317.The horizontal coordinates were scaled from a topographic map and have
 EW6317.an estimated accuracy of +/- 6 seconds.
 EW6317
 EW6317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6317.The vertical order pertains to the NGVD 29 superseded value.
 EW6317
 EW6317.The geoid height was determined by GEOID03.
 EW6317
 EW6317;                    North         East    Units  Estimated Accuracy
 EW6317;SPC CA 5     -   567,330.    1,898,140.      MT  (+/- 180 meters Scaled)
 EW6317
 EW6317                          SUPERSEDED SURVEY CONTROL
 EW6317
 EW6317  NGVD 29 (??/??/92)    1.983  (m)            6.51   (f) ADJ UNCH    2 0
 EW6317
 EW6317.Superseded values are not recommended for survey control.
 EW6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6317.See file dsdata.txt to determine how the superseded data were derived.
 EW6317
 EW6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT059754(NAD 83)
 EW6317_MARKER: B = BOLT
 EW6317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6317_SP_SET: BRIDGE
 EW6317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6317
 EW6317  HISTORY     - Date     Condition        Report By
 EW6317  HISTORY     - UNK      MONUMENTED       DOD
 EW6317  HISTORY     - 1965     GOOD             NGS
 EW6317
 EW6317                          STATION DESCRIPTION
 EW6317
 EW6317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6317'AT POINT MUGU NAS.
 EW6317'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT THE
 EW6317'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6317'LEFT FORK, THENCE 0.25 MILE WEST ALONG 13TH STREET, THENCE 0.55
 EW6317'MILE SOUTH AND SOUTHEAST ALONG LAGUNA ROAD, 25 FEET WEST OF THE
 EW6317'PAINTED CENTERLINE OF LAGUNA ROAD, 13-1/2 FEET SOUTHEAST OF NO
 EW6317'FISHING SIGN AND CEMENTED IN A DRILL HOLE IN THE TOP AND NORTH
 EW6317'END OF THE WEST HEADWALL OF A CONCRETE BRIDGE OVER MUGU LAGOON,
 EW6317'ABOUT 1 FOOT LOWER THAN LAGUNA ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0396 ***********************************************************************
 DW0396  DESIGNATION -  2 C
 DW0396  PID         -  DW0396
 DW0396  STATE/COUNTY-  CA/RIVERSIDE
 DW0396  USGS QUAD   -  COTTONWOOD BASIN (1988)
 DW0396
 DW0396                         *CURRENT SURVEY CONTROL
 DW0396  ___________________________________________________________________
 DW0396* NAD 83(1992)-  33 39 57.88795(N)    115 52 59.26488(W)     ADJUSTED  
 DW0396* NAVD 88     -       444.12   (+/-2cm)    1457.1    (feet)  VERTCON   
 DW0396  ___________________________________________________________________
 DW0396  EPOCH DATE  -        1991.35
 DW0396  X           -  -2,319,854.276 (meters)                     COMP
 DW0396  Y           -  -4,781,133.685 (meters)                     COMP
 DW0396  Z           -   3,515,908.443 (meters)                     COMP
 DW0396  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DW0396  ELLIP HEIGHT-         411.502 (meters)          (06/24/96) ADJUSTED
 DW0396  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DW0396  HORZ ORDER  -  FIRST
 DW0396  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0396  ELLP ORDER  -  FOURTH    CLASS I
 DW0396
 DW0396.The horizontal coordinates were established by GPS observations
 DW0396.and adjusted by the National Geodetic Survey in June 1996.
 DW0396.The horizontal coordinates are valid at the epoch date displayed above.
 DW0396.The epoch date for horizontal control is a decimal equivalence
 DW0396.of Year/Month/Day.
 DW0396
 DW0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0396.The vertical order pertains to the NGVD 29 superseded value.
 DW0396
 DW0396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW0396
 DW0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0396
 DW0396.The ellipsoidal height was determined by GPS observations
 DW0396.and is referenced to NAD 83.
 DW0396
 DW0396.The geoid height was determined by GEOID03.
 DW0396
 DW0396;                    North         East     Units Scale Factor Converg.
 DW0396;SPC CA 6     -   666,350.752 2,034,024.270   MT  0.99997089   +0 12 05.8
 DW0396;SPC CA 6     - 2,186,185.76  6,673,294.63   sFT  0.99997089   +0 12 05.8
 DW0396;UTM  11      - 3,725,692.091   603,544.975   MT  0.99973218   +0 37 09.1
 DW0396
 DW0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0396!SPC CA 6     -   0.99993540  x   0.99997089  =   0.99990629
 DW0396!UTM  11      -   0.99993540  x   0.99973218  =   0.99966760
 DW0396
 DW0396                          SUPERSEDED SURVEY CONTROL
 DW0396
 DW0396  ELLIP H (08/23/93)  411.494  (m)                       GP(       ) 4 2
 DW0396  NAD 83(1986)-  33 39 57.88851(N)    115 52 59.26511(W) AD(1984.00) 1
 DW0396  NGVD 29 (??/??/??)  443.407  (m)         1454.74   (f) ADJUSTED    1 2
 DW0396
 DW0396.Superseded values are not recommended for survey control.
 DW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0396.See file dsdata.txt to determine how the superseded data were derived.
 DW0396
 DW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT0354525692(NAD 83)
 DW0396_MARKER: DD = SURVEY DISK
 DW0396_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0396_SP_SET: UNSPECIFIED ROCK
 DW0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0396+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1984
 DW0396
 DW0396  HISTORY     - Date     Condition        Report By
 DW0396  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0396  HISTORY     - 1931     GOOD             MWDSC
 DW0396  HISTORY     - 19840306 GOOD
 DW0396
 DW0396                          STATION DESCRIPTION
 DW0396
 DW0396'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0396'26.5 MI E FROM INDIO.
 DW0396'ABOUT 3 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DW0396'THE WEST CUT-OFF ROAD, NEAR THE CENTER OF A LARGE U FORMED BY A
 DW0396'ROAD, ON A BLACK ROCKY RIDGE, ABOUT 300 FEET NORTHEAST OF THE
 DW0396'ROAD, ABOUT 60 FEET HIGHER THAN THE ROAD, AND IN ROCK.  A
 DW0396'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DW0396'MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY
 DW0396'2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0396
 DW0396                          STATION RECOVERY (1984)
 DW0396
 DW0396'RECOVERED 1984
 DW0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8663 ***********************************************************************
 AB8663  DESIGNATION -  2 C 103 76
 AB8663  PID         -  AB8663
 AB8663  STATE/COUNTY-  CA/ORANGE
 AB8663  USGS QUAD   -  LA HABRA (1981)
 AB8663
 AB8663                         *CURRENT SURVEY CONTROL
 AB8663  ___________________________________________________________________
 AB8663* NAD 83(1986)-  33 55 19.     (N)    117 52 59.     (W)     SCALED    
 AB8663* NAVD 88     -       114.384  (meters)     375.27   (feet)  ADJUSTED  
 AB8663  ___________________________________________________________________
 AB8663  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AB8663  DYNAMIC HT  -         114.261 (meters)     374.87  (feet)  COMP
 AB8663  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 AB8663
 AB8663  VERT ORDER  -  FIRST     CLASS II
 AB8663
 AB8663.The horizontal coordinates were scaled from a topographic map and have
 AB8663.an estimated accuracy of +/- 6 seconds.
 AB8663
 AB8663.The orthometric height was determined by differential leveling
 AB8663.and adjusted in February 1997.
 AB8663
 AB8663.The geoid height was determined by GEOID03.
 AB8663
 AB8663.The dynamic height is computed by dividing the NAVD 88
 AB8663.geopotential number by the normal gravity value computed on the
 AB8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8663.degrees latitude (g = 980.6199 gals.).
 AB8663
 AB8663.The modeled gravity was interpolated from observed gravity values.
 AB8663
 AB8663;                    North         East    Units  Estimated Accuracy
 AB8663;SPC CA 6     -   695,850.    1,849,000.      MT  (+/- 180 meters Scaled)
 AB8663
 AB8663                          SUPERSEDED SURVEY CONTROL
 AB8663
 AB8663.No superseded survey control is available for this station.
 AB8663
 AB8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT183538(NAD 83)
 AB8663_MARKER: DD = SURVEY DISK
 AB8663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8663_SP_SET: CATCH BASIN
 AB8663_STAMPING: 2C 103 76
 AB8663_MARK LOGO: CA-059
 AB8663_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8663+STABILITY: SURFACE MOTION
 AB8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8663+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 AB8663
 AB8663  HISTORY     - Date     Condition        Report By
 AB8663  HISTORY     - 1976     MONUMENTED       CA-059
 AB8663  HISTORY     - 19940818 GOOD             MWDSC
 AB8663  HISTORY     - 19941115 GOOD             MWDSC
 AB8663  HISTORY     - 20020711 GOOD             INDIV
 AB8663
 AB8663                          STATION DESCRIPTION
 AB8663
 AB8663'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8663'BREA, NEAR SOUTHEAST CORNER OF INTERSECTION OF STATE COLLEGE BLVD AND
 AB8663'AVOCADO STREET, 73 FEET (22.3 M) SOUTH OF CENTERLINE OF AVOCADO
 AB8663'STREET, 32 FEET (9.8 M) EAST OF CENTERLINE OF STATE COLLEGE BLVD,
 AB8663'FLUSH IN TOP OF SOUTHWEST CORNER OF 8 FEET (2.4 M) BY 2 FEET (0.6 M)
 AB8663'CONCRETE CATCH BASIN.  FOUND A 4 INCH OR.  CO.  SUR.  DISK STAMPED --
 AB8663'2C 103 76.  REF.  OCF STA.  853+00 MWD LEVEL BK 7490/55 REFERENCE MWD
 AB8663'FB 2011 03 035,
 AB8663
 AB8663                          STATION RECOVERY (1994)
 AB8663
 AB8663'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8663'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 03 035.
 AB8663
 AB8663                          STATION RECOVERY (2002)
 AB8663
 AB8663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MWS)
 AB8663'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8562 ***********************************************************************
 AB8562  DESIGNATION -  2 C 106 86
 AB8562  PID         -  AB8562
 AB8562  STATE/COUNTY-  CA/ORANGE
 AB8562  USGS QUAD   -  YORBA LINDA (1981)
 AB8562
 AB8562                         *CURRENT SURVEY CONTROL
 AB8562  ___________________________________________________________________
 AB8562* NAD 83(1986)-  33 56 34.     (N)    117 52 25.     (W)     SCALED    
 AB8562* NAVD 88     -       146.670  (meters)     481.20   (feet)  ADJUSTED  
 AB8562  ___________________________________________________________________
 AB8562  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AB8562  DYNAMIC HT  -         146.511 (meters)     480.68  (feet)  COMP
 AB8562  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 AB8562
 AB8562  VERT ORDER  -  FIRST     CLASS II
 AB8562
 AB8562.The horizontal coordinates were scaled from a topographic map and have
 AB8562.an estimated accuracy of +/- 6 seconds.
 AB8562
 AB8562.The orthometric height was determined by differential leveling
 AB8562.and adjusted in February 1997.
 AB8562
 AB8562.The geoid height was determined by GEOID03.
 AB8562
 AB8562.The dynamic height is computed by dividing the NAVD 88
 AB8562.geopotential number by the normal gravity value computed on the
 AB8562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8562.degrees latitude (g = 980.6199 gals.).
 AB8562
 AB8562.The modeled gravity was interpolated from observed gravity values.
 AB8562
 AB8562;                    North         East    Units  Estimated Accuracy
 AB8562;SPC CA 6     -   698,150.    1,849,910.      MT  (+/- 180 meters Scaled)
 AB8562
 AB8562                          SUPERSEDED SURVEY CONTROL
 AB8562
 AB8562.No superseded survey control is available for this station.
 AB8562
 AB8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT192561(NAD 83)
 AB8562_MARKER: DD = SURVEY DISK
 AB8562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB8562_SP_SET: FLOOD CONTROL CHANNEL WALL
 AB8562_STAMPING: 2C-106-86
 AB8562_MARK LOGO: CA-059
 AB8562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8562+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 AB8562
 AB8562  HISTORY     - Date     Condition        Report By
 AB8562  HISTORY     - 1986     MONUMENTED       CA-059
 AB8562  HISTORY     - 19940425 GOOD             MWDSC
 AB8562
 AB8562                          STATION DESCRIPTION
 AB8562
 AB8562'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8562'DIAMOND BAR, 3.6 MILES (5.8 KM) SOUTH ALONG BREA CANYON BL.  FROM THE
 AB8562'INTERSECTION WITH PATHFINDER TO THE SOUTH BOUND ON RAMP TO THE 57
 AB8562'FREEWAY.  54 FEET (16.5 M) SOUTH OF STREET LIGHT POLE BA 2239 AND 24.5
 AB8562'FEET (7.5 M) EAST OF POWER POLE NUMBER 1929601E.  A ORANGE CO.
 AB8562'SURVEYOR 3 3/4 INCH ALUMINUM DISK STAMPED - 2C-106-86 - FLUSH ON TOP
 AB8562'OF THE WEST END FLOOD CONTROL BRIDGE WALL UNDER THE FREEWAY ON RAMP.
 AB8562'REFERENCE MWD FB 2011 02 045.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8564 ***********************************************************************
 AB8564  DESIGNATION -  2 C 108 86
 AB8564  PID         -  AB8564
 AB8564  STATE/COUNTY-  CA/ORANGE
 AB8564  USGS QUAD   -  LA HABRA (1981)
 AB8564
 AB8564                         *CURRENT SURVEY CONTROL
 AB8564  ___________________________________________________________________
 AB8564* NAD 83(1986)-  33 55 59.     (N)    117 53 36.     (W)     SCALED    
 AB8564* NAVD 88     -       117.135  (meters)     384.30   (feet)  ADJUSTED  
 AB8564  ___________________________________________________________________
 AB8564  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AB8564  DYNAMIC HT  -         117.008 (meters)     383.88  (feet)  COMP
 AB8564  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 AB8564
 AB8564  VERT ORDER  -  FIRST     CLASS II
 AB8564
 AB8564.The horizontal coordinates were scaled from a topographic map and have
 AB8564.an estimated accuracy of +/- 6 seconds.
 AB8564
 AB8564.The orthometric height was determined by differential leveling
 AB8564.and adjusted in February 1997.
 AB8564
 AB8564.The geoid height was determined by GEOID03.
 AB8564
 AB8564.The dynamic height is computed by dividing the NAVD 88
 AB8564.geopotential number by the normal gravity value computed on the
 AB8564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8564.degrees latitude (g = 980.6199 gals.).
 AB8564
 AB8564.The modeled gravity was interpolated from observed gravity values.
 AB8564
 AB8564;                    North         East    Units  Estimated Accuracy
 AB8564;SPC CA 6     -   697,100.    1,848,070.      MT  (+/- 180 meters Scaled)
 AB8564
 AB8564                          SUPERSEDED SURVEY CONTROL
 AB8564
 AB8564.No superseded survey control is available for this station.
 AB8564
 AB8564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT174550(NAD 83)
 AB8564_MARKER: DB = BENCH MARK DISK
 AB8564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8564_SP_SET: CATCH BASIN
 AB8564_STAMPING: 2C 108 86
 AB8564_MARK LOGO: CA-059
 AB8564_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8564+STABILITY: SURFACE MOTION
 AB8564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8564+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1994
 AB8564
 AB8564  HISTORY     - Date     Condition        Report By
 AB8564  HISTORY     - 1986     MONUMENTED       CA-059
 AB8564  HISTORY     - 19940329 GOOD             MWDSC
 AB8564  HISTORY     - 20060121 MARK NOT FOUND   GEOCAC
 AB8564
 AB8564                          STATION DESCRIPTION
 AB8564
 AB8564'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8564'BREA, AT THE INTERSECTION OF BREA BL AND STATE COLLEGE BL.  AT THE
 AB8564'NORTHEAST CORNER, (58) FEET EAST OF BREA BL AND (65) FEET NORTH OF
 AB8564'STATE COLEGE BL TO 10 FOOT (3.0 M) BY 4 FOOT (1.2 M) CATCH BASIN.
 AB8564'FOUND A ORANGE COUNTY SURVEYOR ALUMINUM DISK STAMPED - 2C-108-86 -
 AB8564'FLUSH IN THE SOUTHWEST CORNER OF CATCH BASIN 1 FOOT (0.3 M) BACK OF
 AB8564'CURB FACE.  REFERENCE MWD FB 2011 02 063.
 AB8564
 AB8564                          STATION RECOVERY (2006)
 AB8564
 AB8564'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 AB8564'MARK AS DESCRIBED NOT FOUND.  LIKELY DESROYED IN REPLACEMENT OF CATCH
 AB8564'BASIN.  HOWEVER, A NEW DISC MARKED '2C-118-05' PLACED BY THE ORANGE
 AB8564'COUNTY SURVEYOR WAS FOUND AT THE DESCRIBED LOCATION, IN WHAT APPEARS
 AB8564'TO BE A NEW CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3302 ***********************************************************************
 DX3302  DESIGNATION -  2 C 37
 DX3302  PID         -  DX3302
 DX3302  STATE/COUNTY-  CA/ORANGE
 DX3302  USGS QUAD   -  LA HABRA (1981)
 DX3302
 DX3302                         *CURRENT SURVEY CONTROL
 DX3302  ___________________________________________________________________
 DX3302* NAD 83(1986)-  33 55 28.     (N)    117 58 03.     (W)     SCALED    
 DX3302* NAVD 88     -        77.46   (+/-2cm)     254.1    (feet)  VERTCON   
 DX3302  ___________________________________________________________________
 DX3302  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DX3302  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3302
 DX3302.The horizontal coordinates were scaled from a topographic map and have
 DX3302.an estimated accuracy of +/- 6 seconds.
 DX3302
 DX3302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3302.The vertical order pertains to the NGVD 29 superseded value.
 DX3302
 DX3302.The geoid height was determined by GEOID03.
 DX3302
 DX3302;                    North         East    Units  Estimated Accuracy
 DX3302;SPC CA 6     -   696,260.    1,841,200.      MT  (+/- 180 meters Scaled)
 DX3302
 DX3302                          SUPERSEDED SURVEY CONTROL
 DX3302
 DX3302  NGVD 29 (??/??/??)   76.722  (m)          251.71   (f) ADJUSTED    1 1
 DX3302
 DX3302.Superseded values are not recommended for survey control.
 DX3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3302.See file dsdata.txt to determine how the superseded data were derived.
 DX3302
 DX3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT105542(NAD 83)
 DX3302_MARKER: DD = SURVEY DISK
 DX3302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3302_SP_SET: CONCRETE CAPPED WELL
 DX3302_STAMPING: STATE OF CALIFORNIA DIVISION OF HIGHWAYS
 DX3302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3302
 DX3302  HISTORY     - Date     Condition        Report By
 DX3302  HISTORY     - UNK      MONUMENTED       CADH
 DX3302  HISTORY     - 1968     GOOD             NGS
 DX3302  HISTORY     - 1974     GOOD             CA-059
 DX3302
 DX3302                          STATION DESCRIPTION
 DX3302
 DX3302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX3302'1.9 MI SW FROM LA HABRA.
 DX3302'1.4 MILES WEST ALONG CENTRAL AVENUE FROM LA HABRA CIVIC CENTER
 DX3302'TO ITS INTERSECTION WITH BEACH BOULEVARD, THENCE 0.5 MILE SOUTH
 DX3302'ALONG BEACH BOULEVARD TO ITS INTERSECTION WITH LAMBERT ROAD
 DX3302'(OCEAN AVENUE), 35 FEET WEST OF THE CENTER OF THE SOUTH TRAFFIC
 DX3302'MEDIAN OF BEACH BOULEVARD, ON THE CENTER LINE OF LAMBERT ROAD,
 DX3302'ON THE WEST EDGE OF THE SOUTH BOUND TRAFFIC LANES OF BEACH
 DX3302'BOULEVARD, SET IN CONCRETE IN A CAPPED WELL, ABOUT 1.0 FOOT
 DX3302'BELOW THE SURFACE OF THE ROAD.
 DX3302
 DX3302                          STATION RECOVERY (1974)
 DX3302
 DX3302'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3303 ***********************************************************************
 DX3303  DESIGNATION -  2 C 38
 DX3303  PID         -  DX3303
 DX3303  STATE/COUNTY-  CA/ORANGE
 DX3303  USGS QUAD   -  LA HABRA (1981)
 DX3303
 DX3303                         *CURRENT SURVEY CONTROL
 DX3303  ___________________________________________________________________
 DX3303* NAD 83(1986)-  33 55 17.     (N)    117 58 04.     (W)     SCALED    
 DX3303* NAVD 88     -        73.20   (+/-2cm)     240.2    (feet)  VERTCON   
 DX3303  ___________________________________________________________________
 DX3303  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX3303  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3303
 DX3303.The horizontal coordinates were scaled from a topographic map and have
 DX3303.an estimated accuracy of +/- 6 seconds.
 DX3303
 DX3303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3303.The vertical order pertains to the NGVD 29 superseded value.
 DX3303
 DX3303.The geoid height was determined by GEOID03.
 DX3303
 DX3303;                    North         East    Units  Estimated Accuracy
 DX3303;SPC CA 6     -   695,920.    1,841,160.      MT  (+/- 180 meters Scaled)
 DX3303
 DX3303                          SUPERSEDED SURVEY CONTROL
 DX3303
 DX3303  NGVD 29 (??/??/??)   72.464  (m)          237.74   (f) ADJUSTED    1 1
 DX3303
 DX3303.Superseded values are not recommended for survey control.
 DX3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3303.See file dsdata.txt to determine how the superseded data were derived.
 DX3303
 DX3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT105538(NAD 83)
 DX3303_MARKER: Z = SEE DESCRIPTION
 DX3303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3303_SP_SET: CONCRETE CAPPED WALL
 DX3303_STAMPING: 2C-38-57
 DX3303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3303
 DX3303  HISTORY     - Date     Condition        Report By
 DX3303  HISTORY     - 1957     MONUMENTED       CADH
 DX3303  HISTORY     - 1968     GOOD             NGS
 DX3303  HISTORY     - 1974     GOOD             CA-059
 DX3303
 DX3303                          STATION DESCRIPTION
 DX3303
 DX3303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX3303'2.2 MI SW FROM LA HABRA.
 DX3303'1.4 MILES WEST ALONG CENTRAL AVENUE FROM LA HABRA CIVIC CENTER
 DX3303'TO ITS INTERSECTION WITH BEACH BOULEVARD, THENCE 0.5 MILE SOUTH
 DX3303'ALONG BEACH BOULEVARD TO ITS INTERSECTION WITH LAMBERT ROAD,
 DX3303'THENCE 0.25 MILE SOUTH ALONG BEACH BOULEVARD, 32 FEET WEST OF
 DX3303'THE CENTER OF THE TRAFFIC MEDIAN ON BEACH BOULEVARD, 95 FEET
 DX3303'SOUTH OF A FIRE PLUG, 150 FEET SOUTH OF THE CENTER LINE OF
 DX3303'SHEFFIELD DRIVE, 16 FEET EAST OF A CONCRETE HEADWALL TO A DRAIN,
 DX3303'SET IN CONCRETE IN A CAPPED WELL, 1 FOOT BELOW THE SURFACE OF
 DX3303'THE ROAD, ON THE WEST EDGE OF THE SOUTH BOUND TRAFFIC LANES.
 DX3303
 DX3303                          STATION RECOVERY (1974)
 DX3303
 DX3303'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3313 ***********************************************************************
 DX3313  DESIGNATION -  2 C 66 68
 DX3313  PID         -  DX3313
 DX3313  STATE/COUNTY-  CA/ORANGE
 DX3313  USGS QUAD   -  LA HABRA (1981)
 DX3313
 DX3313                         *CURRENT SURVEY CONTROL
 DX3313  ___________________________________________________________________
 DX3313* NAD 83(1986)-  33 53 27.     (N)    117 59 27.     (W)     SCALED    
 DX3313* NAVD 88     -        37.750  (meters)     123.85   (feet)  READJUSTED
 DX3313  ___________________________________________________________________
 DX3313  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 DX3313  DYNAMIC HT  -          37.710 (meters)     123.72  (feet)  COMP
 DX3313  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DX3313
 DX3313  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3313
 DX3313.The horizontal coordinates were scaled from a topographic map and have
 DX3313.an estimated accuracy of +/- 6 seconds.
 DX3313
 DX3313.The orthometric height was determined by differential leveling
 DX3313.and adjusted in February 1993.
 DX3313.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3313.distribution rate of 0.0 thru 1.0 mm/km.
 DX3313.The height was derived from older observations constrained to new
 DX3313.heights in a crustal motion area.  The height is approximate in
 DX3313.relation to other heights in its vicinity.
 DX3313
 DX3313.The geoid height was determined by GEOID03.
 DX3313
 DX3313.The dynamic height is computed by dividing the NAVD 88
 DX3313.geopotential number by the normal gravity value computed on the
 DX3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3313.degrees latitude (g = 980.6199 gals.).
 DX3313
 DX3313.The modeled gravity was interpolated from observed gravity values.
 DX3313
 DX3313;                    North         East    Units  Estimated Accuracy
 DX3313;SPC CA 6     -   692,560.    1,838,980.      MT  (+/- 180 meters Scaled)
 DX3313
 DX3313                          SUPERSEDED SURVEY CONTROL
 DX3313
 DX3313  NGVD 29 (??/??/??)   37.039  (m)          121.52   (f) ADJUSTED    1 1
 DX3313
 DX3313.Superseded values are not recommended for survey control.
 DX3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3313.See file dsdata.txt to determine how the superseded data were derived.
 DX3313
 DX3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT083504(NAD 83)
 DX3313_MARKER: DD = SURVEY DISK
 DX3313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3313_SP_SET: CULVERT
 DX3313_STAMPING: 2C-66-68
 DX3313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3313
 DX3313  HISTORY     - Date     Condition        Report By
 DX3313  HISTORY     - 1968     MONUMENTED       CA-059
 DX3313  HISTORY     - 1974     GOOD             CA-059
 DX3313  HISTORY     - 1978     GOOD             NGS
 DX3313  HISTORY     - 20020722 GOOD             INDIV
 DX3313
 DX3313                          STATION DESCRIPTION
 DX3313
 DX3313'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3313'0.9 MI NE FROM BUENA PARK.
 DX3313'0.9 MILE NORTHEAST ALONG BEACH BOULEVARD FROM THE ATCHISON,
 DX3313'TOPEKA AND SANTA FE RAILWAY OVERCROSSING TO ITS INTERSECTION
 DX3313'WITH ARGYLE DRIVE, 42 FEET SOUTHEAST OF THE CENTER OF THE
 DX3313'NORTHEAST BOUND TRAFFIC LANES ON BEACH BOULEVARD, 32 FEET
 DX3313'SOUTHWEST OF THE CENTER LINE OF ARGYLE DRIVE, 21 FEET NORTHWEST
 DX3313'OF THE CENTER LINE OF THE ACCESS ROAD, 0.6 FEET SOUTHEAST OF
 DX3313'A STEEL POST OF A HAND RAIL, IN THE TOP OF THE SOUTHEAST END
 DX3313'OF A CONCRETE HEADWALL OVER A DRAIN CHANNEL, 0.8 FEET ABOVE THE
 DX3313'ROAD.
 DX3313
 DX3313                          STATION RECOVERY (1974)
 DX3313
 DX3313'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3313'RECOVERED IN GOOD CONDITION.
 DX3313
 DX3313                          STATION RECOVERY (1978)
 DX3313
 DX3313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3313'RECOVERED IN GOOD CONDITION.
 DX3313
 DX3313                          STATION RECOVERY (2002)
 DX3313
 DX3313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MWS)
 DX3313'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3310 ***********************************************************************
 DX3310  DESIGNATION -  2 C 67 68
 DX3310  PID         -  DX3310
 DX3310  STATE/COUNTY-  CA/ORANGE
 DX3310  USGS QUAD   -  LA HABRA (1981)
 DX3310
 DX3310                         *CURRENT SURVEY CONTROL
 DX3310  ___________________________________________________________________
 DX3310* NAD 83(1986)-  33 54 07.     (N)    117 58 59.     (W)     SCALED    
 DX3310* NAVD 88     -        60.034  (meters)     196.96   (feet)  READJUSTED
 DX3310  ___________________________________________________________________
 DX3310  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DX3310  DYNAMIC HT  -          59.970 (meters)     196.75  (feet)  COMP
 DX3310  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 DX3310
 DX3310  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3310
 DX3310.The horizontal coordinates were scaled from a topographic map and have
 DX3310.an estimated accuracy of +/- 6 seconds.
 DX3310
 DX3310.The orthometric height was determined by differential leveling
 DX3310.and adjusted in February 1993.
 DX3310.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3310.distribution rate of 0.0 thru 1.0 mm/km.
 DX3310.The height was derived from older observations constrained to new
 DX3310.heights in a crustal motion area.  The height is approximate in
 DX3310.relation to other heights in its vicinity.
 DX3310
 DX3310.The geoid height was determined by GEOID03.
 DX3310
 DX3310.The dynamic height is computed by dividing the NAVD 88
 DX3310.geopotential number by the normal gravity value computed on the
 DX3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3310.degrees latitude (g = 980.6199 gals.).
 DX3310
 DX3310.The modeled gravity was interpolated from observed gravity values.
 DX3310
 DX3310;                    North         East    Units  Estimated Accuracy
 DX3310;SPC CA 6     -   693,780.    1,839,720.      MT  (+/- 180 meters Scaled)
 DX3310
 DX3310                          SUPERSEDED SURVEY CONTROL
 DX3310
 DX3310  NGVD 29 (??/??/92)   59.301  (m)          194.56   (f) ADJ UNCH    1 1
 DX3310
 DX3310.Superseded values are not recommended for survey control.
 DX3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3310.See file dsdata.txt to determine how the superseded data were derived.
 DX3310
 DX3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT091517(NAD 83)
 DX3310_MARKER: DD = SURVEY DISK
 DX3310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3310_SP_SET: CONCRETE INLET
 DX3310_STAMPING: 2C-67-68
 DX3310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3310
 DX3310  HISTORY     - Date     Condition        Report By
 DX3310  HISTORY     - 1968     MONUMENTED       CA-059
 DX3310  HISTORY     - 1974     GOOD             CA-059
 DX3310  HISTORY     - 1978     GOOD             NGS
 DX3310  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3310
 DX3310                          STATION DESCRIPTION
 DX3310
 DX3310'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3310'1.4 MI NE FROM BUENA PARK.
 DX3310'0.45 MILE NORTHEAST ALONG BEACH BOULEVARD FROM ITS INTERSECTION
 DX3310'WITH ROSECRANS AVENUE, 35 FEET NORTHWEST OF THE CENTER LINE
 DX3310'OF THE SOUTHWEST BOUND TRAFFIC LANES OF BEACH BOULEVARD, 70
 DX3310'FEET SOUTHWEST OF A 1.5 FOOT HIGH MWD MANHOLE, 20 FEET SOUTHWEST
 DX3310'OF A LARGE PEPPER TREE, 15 FEET SOUTHEAST OF A 6 FOOT HIGH
 DX3310'CHAIN LINK FENCE, SET IN THE TOP OF THE CENTER OF THE NORTH
 DX3310'CONCRETE HEADWALL OF A DROP INLET, 3 FEET LOWER THAN THE
 DX3310'BOULEVARD.
 DX3310
 DX3310                          STATION RECOVERY (1974)
 DX3310
 DX3310'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3310'RECOVERED IN GOOD CONDITION.
 DX3310
 DX3310                          STATION RECOVERY (1978)
 DX3310
 DX3310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3310'RECOVERED IN GOOD CONDITION.
 DX3310
 DX3310                          STATION RECOVERY (2006)
 DX3310
 DX3310'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3308 ***********************************************************************
 DX3308  DESIGNATION -  2 C 68 68
 DX3308  PID         -  DX3308
 DX3308  STATE/COUNTY-  CA/ORANGE
 DX3308  USGS QUAD   -  LA HABRA (1981)
 DX3308
 DX3308                         *CURRENT SURVEY CONTROL
 DX3308  ___________________________________________________________________
 DX3308* NAD 83(1986)-  33 54 36.     (N)    117 58 34.     (W)     SCALED    
 DX3308* NAVD 88     -        60.735  (meters)     199.26   (feet)  READJUSTED
 DX3308  ___________________________________________________________________
 DX3308  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DX3308  DYNAMIC HT  -          60.670 (meters)     199.05  (feet)  COMP
 DX3308  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DX3308  OBS GRAVITY -     979,563.0   (mgal)                       GRAV_OBS
 DX3308
 DX3308  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3308
 DX3308.The horizontal coordinates were scaled from a topographic map and have
 DX3308.an estimated accuracy of +/- 6 seconds.
 DX3308
 DX3308.The orthometric height was determined by differential leveling
 DX3308.and adjusted in February 1993.
 DX3308.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3308.distribution rate of 0.0 thru 1.0 mm/km.
 DX3308.The height was derived from older observations constrained to new
 DX3308.heights in a crustal motion area.  The height is approximate in
 DX3308.relation to other heights in its vicinity.
 DX3308
 DX3308.The geoid height was determined by GEOID03.
 DX3308
 DX3308.The dynamic height is computed by dividing the NAVD 88
 DX3308.geopotential number by the normal gravity value computed on the
 DX3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3308.degrees latitude (g = 980.6199 gals.).
 DX3308
 DX3308.The modeled gravity was interpolated from observed gravity values.
 DX3308.The observed gravity was obtained from relative gravimeter ties
 DX3308.to the IGSN71 gravity network.
 DX3308
 DX3308;                    North         East    Units  Estimated Accuracy
 DX3308;SPC CA 6     -   694,670.    1,840,370.      MT  (+/- 180 meters Scaled)
 DX3308
 DX3308                          SUPERSEDED SURVEY CONTROL
 DX3308
 DX3308  NGVD 29 (??/??/92)   59.943  (m)          196.66   (f) ADJ UNCH    1 1
 DX3308
 DX3308.Superseded values are not recommended for survey control.
 DX3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3308.See file dsdata.txt to determine how the superseded data were derived.
 DX3308
 DX3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT097526(NAD 83)
 DX3308_MARKER: DD = SURVEY DISK
 DX3308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3308_SP_SET: CULVERT
 DX3308_STAMPING: 2C-68-68
 DX3308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3308
 DX3308  HISTORY     - Date     Condition        Report By
 DX3308  HISTORY     - 1968     MONUMENTED       CA-059
 DX3308  HISTORY     - 1974     GOOD             CA-059
 DX3308  HISTORY     - 1978     GOOD             NGS
 DX3308  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3308
 DX3308                          STATION DESCRIPTION
 DX3308
 DX3308'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3308'2 MI NE FROM BUENA PARK.
 DX3308'2.0 MILES NORTHEAST ALONG BEACH BOULEVARD FROM THE ATCHISON,
 DX3308'TOPEKA AND SANTA FE RAILWAY OVERCROSSING IN BUENA PARK, 0.4
 DX3308'MILE SOUTHWEST ALONG BEACH BOULEVARD FROM THE MAIN ENTRANCE
 DX3308'INTO THE STANDARD OIL COMPANY PLANT, 50 FEET SOUTHEAST OF THE
 DX3308'TRAFFIC MEDIAN ON BEACH BOULEVARD, 20 FEET NORTH OF A 6 FOOT
 DX3308'CHAIN LINK FENCE, 205 FEET SOUTHWEST OF A 36-INCH TREE, IN THE
 DX3308'TOP OF AND 1 FOOT SOUTHWEST OF THE NORTHEAST END OF A CONCRETE
 DX3308'HEADWALL, ABOUT 1.0 FOOT BELOW THE ROAD.
 DX3308
 DX3308                          STATION RECOVERY (1974)
 DX3308
 DX3308'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3308'RECOVERED IN GOOD CONDITION.
 DX3308
 DX3308                          STATION RECOVERY (1978)
 DX3308
 DX3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3308'RECOVERED IN GOOD CONDITION.
 DX3308
 DX3308                          STATION RECOVERY (2006)
 DX3308
 DX3308'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3306 ***********************************************************************
 DX3306  DESIGNATION -  2 C 69 68
 DX3306  PID         -  DX3306
 DX3306  STATE/COUNTY-  CA/ORANGE
 DX3306  USGS QUAD   -  LA HABRA (1981)
 DX3306
 DX3306                         *CURRENT SURVEY CONTROL
 DX3306  ___________________________________________________________________
 DX3306* NAD 83(1986)-  33 54 49.     (N)    117 58 15.     (W)     SCALED    
 DX3306* NAVD 88     -        62.829  (meters)     206.13   (feet)  READJUSTED
 DX3306  ___________________________________________________________________
 DX3306  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DX3306  DYNAMIC HT  -          62.760 (meters)     205.91  (feet)  COMP
 DX3306  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DX3306
 DX3306  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3306
 DX3306.The horizontal coordinates were scaled from a topographic map and have
 DX3306.an estimated accuracy of +/- 6 seconds.
 DX3306
 DX3306.The orthometric height was determined by differential leveling
 DX3306.and adjusted in February 1993.
 DX3306.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3306.distribution rate of 0.0 thru 1.0 mm/km.
 DX3306.The height was derived from older observations constrained to new
 DX3306.heights in a crustal motion area.  The height is approximate in
 DX3306.relation to other heights in its vicinity.
 DX3306
 DX3306.The geoid height was determined by GEOID03.
 DX3306
 DX3306.The dynamic height is computed by dividing the NAVD 88
 DX3306.geopotential number by the normal gravity value computed on the
 DX3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3306.degrees latitude (g = 980.6199 gals.).
 DX3306
 DX3306.The modeled gravity was interpolated from observed gravity values.
 DX3306
 DX3306;                    North         East    Units  Estimated Accuracy
 DX3306;SPC CA 6     -   695,060.    1,840,870.      MT  (+/- 180 meters Scaled)
 DX3306
 DX3306                          SUPERSEDED SURVEY CONTROL
 DX3306
 DX3306  NGVD 29 (??/??/92)   62.095  (m)          203.72   (f) ADJ UNCH    1 1
 DX3306
 DX3306.Superseded values are not recommended for survey control.
 DX3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3306.See file dsdata.txt to determine how the superseded data were derived.
 DX3306
 DX3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT102530(NAD 83)
 DX3306_MARKER: DD = SURVEY DISK
 DX3306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3306_SP_SET: CONCRETE INLET
 DX3306_STAMPING: 2C-69-68
 DX3306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3306
 DX3306  HISTORY     - Date     Condition        Report By
 DX3306  HISTORY     - 1968     MONUMENTED       CA-059
 DX3306  HISTORY     - 1974     GOOD             CA-059
 DX3306  HISTORY     - 1978     GOOD             NGS
 DX3306  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3306
 DX3306                          STATION DESCRIPTION
 DX3306
 DX3306'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3306'2.8 MI SW FROM LA HABRA.
 DX3306'1.4 MILES WEST ALONG CENTRAL AVENUE FROM LA HABRA CIVIC CENTER
 DX3306'TO ITS INTERSECTION WITH BEACH BOULEVARD, THENCE SOUTH 1.0 MILE
 DX3306'SOUTH ALONG BEACH BOULEVARD TO ITS INTERSECTION WITH IMPERIAL
 DX3306'HIGHWAY, THENCE 0.4 MILE SOUTHWEST ALONG BEACH BOULEVARD TO THE
 DX3306'MAIN ENTRANCE INTO THE STANDARD OIL COMPANY PLANT, 58 FEET SOUTH
 DX3306'EAST OF THE CENTER LINE OF THE BOULEVARD, 58 FEET SOUTHWEST
 DX3306'OF THE CENTER LINE OF THE ROAD INTO THE PLANT, 28 FEET SOUTHWEST
 DX3306'OF A STREET LIGHT, 3 FEET EAST OF THE BASE OF A TRAFFIC SIGNAL,
 DX3306'IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE DROP INLET.
 DX3306
 DX3306                          STATION RECOVERY (1974)
 DX3306
 DX3306'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3306'RECOVERED IN GOOD CONDITION.
 DX3306
 DX3306                          STATION RECOVERY (1978)
 DX3306
 DX3306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3306'RECOVERED IN GOOD CONDITION.
 DX3306
 DX3306                          STATION RECOVERY (2006)
 DX3306
 DX3306'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3305 ***********************************************************************
 DX3305  DESIGNATION -  2 C 70 68
 DX3305  PID         -  DX3305
 DX3305  STATE/COUNTY-  CA/ORANGE
 DX3305  USGS QUAD   -  LA HABRA (1981)
 DX3305
 DX3305                         *CURRENT SURVEY CONTROL
 DX3305  ___________________________________________________________________
 DX3305* NAD 83(1986)-  33 55 02.     (N)    117 58 12.     (W)     SCALED    
 DX3305* NAVD 88     -        67.190  (meters)     220.44   (feet)  ADJUSTED  
 DX3305  ___________________________________________________________________
 DX3305  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DX3305  DYNAMIC HT  -          67.118 (meters)     220.20  (feet)  COMP
 DX3305  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 DX3305
 DX3305  VERT ORDER  -  FIRST     CLASS I
 DX3305
 DX3305.The horizontal coordinates were scaled from a topographic map and have
 DX3305.an estimated accuracy of +/- 6 seconds.
 DX3305
 DX3305.The orthometric height was determined by differential leveling
 DX3305.and adjusted in February 1997.
 DX3305
 DX3305.The geoid height was determined by GEOID03.
 DX3305
 DX3305.The dynamic height is computed by dividing the NAVD 88
 DX3305.geopotential number by the normal gravity value computed on the
 DX3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3305.degrees latitude (g = 980.6199 gals.).
 DX3305
 DX3305.The modeled gravity was interpolated from observed gravity values.
 DX3305
 DX3305;                    North         East    Units  Estimated Accuracy
 DX3305;SPC CA 6     -   695,460.    1,840,950.      MT  (+/- 180 meters Scaled)
 DX3305
 DX3305                          SUPERSEDED SURVEY CONTROL
 DX3305
 DX3305  NAVD 88 (02/01/93)   67.239  (m)          220.60   (f) UNKNOWN     1 1
 DX3305  NGVD 29 (??/??/??)   66.475  (m)          218.09   (f) ADJUSTED    1 1
 DX3305
 DX3305.Superseded values are not recommended for survey control.
 DX3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3305.See file dsdata.txt to determine how the superseded data were derived.
 DX3305
 DX3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT103534(NAD 83)
 DX3305_MARKER: DD = SURVEY DISK
 DX3305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3305_SP_SET: CATCH BASIN
 DX3305_STAMPING: 2C-70-68
 DX3305_MARK LOGO: CA-059
 DX3305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3305+STABILITY: SURFACE MOTION
 DX3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3305+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1994
 DX3305
 DX3305  HISTORY     - Date     Condition        Report By
 DX3305  HISTORY     - 1968     MONUMENTED       CA-059
 DX3305  HISTORY     - 1974     GOOD             CA-059
 DX3305  HISTORY     - 1978     GOOD             NGS
 DX3305  HISTORY     - 19941107 GOOD             MWDSC
 DX3305  HISTORY     - 20020712 GOOD             INDIV
 DX3305
 DX3305                          STATION DESCRIPTION
 DX3305
 DX3305'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3305'2.4 MI SW FROM LA HABRA.
 DX3305'1.4 MILES WEST ALONG CENTRAL AVENUE FROM LA HABRA CIVIC CENTER
 DX3305'TO ITS INTERSECTION WITH BEACH BOULEVARD, THENCE 1.0 MILE
 DX3305'SOUTH ALONG BEACH BOULEVARD TO ITS INTERSECTION WITH IMPERIAL
 DX3305'HIGHWAY, 225 FEET WEST OF THE CENTER LINE OF BEACH BOULEVARD,
 DX3305'42 FEET SOUTH OF THE CENTER LINE OF IMPERIAL HIGHWAY, 65 FEET
 DX3305'WEST OF POWER POLE 1700030E, 4 FEET NORTHEAST OF A STEEL MANHOLE
 DX3305'COVER, SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE
 DX3305'DROP INLET INTO A DRAIN CHANNEL, ABOUT 0.8 FOOT ABOVE THE LEVEL
 DX3305'OF THE ROAD.
 DX3305
 DX3305                          STATION RECOVERY (1974)
 DX3305
 DX3305'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3305'RECOVERED IN GOOD CONDITION.
 DX3305
 DX3305                          STATION RECOVERY (1978)
 DX3305
 DX3305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3305'RECOVERED IN GOOD CONDITION.
 DX3305
 DX3305                          STATION RECOVERY (1994)
 DX3305
 DX3305'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3305'LA HABRA,CA NEAR THE INTERSECTION OF IMPERIAL HWY AND BEACH BLVD, 250
 DX3305'FEET (76.2 M) WEST OF BEACH BLVD AND 44 FEET (13.4 M) SOUTH OF
 DX3305'IMPERIAL HWY, ON THE WESTERLY SIDE OF THE COYOTE CREEK DRAINAGE
 DX3305'CHANNEL, 67 FEET (20.4 M) WEST OF A POWER POLE WITH NO NUMBER.  FOUND
 DX3305'A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 2C-70-68 SET FLUSH IN THE
 DX3305'NORTHEAST CORNER OF A 5 FOOT (1.5 M) BY 5 FOOT (1.5 M) CONCRETE CATCH
 DX3305'BASIN.  REF MWD FB 2016 01 047.
 DX3305
 DX3305                          STATION RECOVERY (2002)
 DX3305
 DX3305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MWS)
 DX3305'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3292 ***********************************************************************
 DX3292  DESIGNATION -  2 C 71 68
 DX3292  PID         -  DX3292
 DX3292  STATE/COUNTY-  CA/ORANGE
 DX3292  USGS QUAD   -  LA HABRA (1981)
 DX3292
 DX3292                         *CURRENT SURVEY CONTROL
 DX3292  ___________________________________________________________________
 DX3292* NAD 83(1986)-  33 55 53.     (N)    117 56 16.     (W)     SCALED    
 DX3292* NAVD 88     -        99.025  (meters)     324.88   (feet)  READJUSTED
 DX3292  ___________________________________________________________________
 DX3292  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX3292  DYNAMIC HT  -          98.920 (meters)     324.54  (feet)  COMP
 DX3292  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DX3292
 DX3292  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3292
 DX3292.The horizontal coordinates were scaled from a topographic map and have
 DX3292.an estimated accuracy of +/- 6 seconds.
 DX3292
 DX3292.The orthometric height was determined by differential leveling
 DX3292.and adjusted in February 1993.
 DX3292.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3292.distribution rate of 0.0 thru 1.0 mm/km.
 DX3292.The height was derived from older observations constrained to new
 DX3292.heights in a crustal motion area.  The height is approximate in
 DX3292.relation to other heights in its vicinity.
 DX3292
 DX3292.The geoid height was determined by GEOID03.
 DX3292
 DX3292.The dynamic height is computed by dividing the NAVD 88
 DX3292.geopotential number by the normal gravity value computed on the
 DX3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3292.degrees latitude (g = 980.6199 gals.).
 DX3292
 DX3292.The modeled gravity was interpolated from observed gravity values.
 DX3292
 DX3292;                    North         East    Units  Estimated Accuracy
 DX3292;SPC CA 6     -   696,980.    1,843,960.      MT  (+/- 180 meters Scaled)
 DX3292
 DX3292                          SUPERSEDED SURVEY CONTROL
 DX3292
 DX3292  NGVD 29 (??/??/92)   98.287  (m)          322.46   (f) ADJ UNCH    1 1
 DX3292
 DX3292.Superseded values are not recommended for survey control.
 DX3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3292.See file dsdata.txt to determine how the superseded data were derived.
 DX3292
 DX3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT133549(NAD 83)
 DX3292_MARKER: DD = SURVEY DISK
 DX3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX3292_STAMPING: 2C-71-68
 DX3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3292+STABILITY: SURFACE MOTION
 DX3292
 DX3292  HISTORY     - Date     Condition        Report By
 DX3292  HISTORY     - 1968     MONUMENTED       CA-059
 DX3292  HISTORY     - 1974     GOOD             CA-059
 DX3292  HISTORY     - 1978     GOOD             NGS
 DX3292  HISTORY     - 20070310 GOOD             GEOCAC
 DX3292
 DX3292                          STATION DESCRIPTION
 DX3292
 DX3292'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3292'AT LA HABRA.
 DX3292'0.40 MILE EAST ALONG CENTRAL AVENUE FROM LA HABRA CIVIC CENTER
 DX3292'TO ITS INTERSECTION WITH COLLEGE STREET, AT WASHINGTON JUNIOR
 DX3292'HIGH SCHOOL, 48 FEET SOUTH OF THE CENTER LINE OF CENTRAL
 DX3292'AVENUE, 88 FEET WEST OF THE CENTER LINE OF COLLEGE STREET, 21
 DX3292'FEET WEST OF THE WEST EDGE OF THE SIDEWALK LEADING INTO AN
 DX3292'OUTDOOR STADIUM, 4.5 FEET SOUTH OF A CONCRETE DROP INLET, IN
 DX3292'THE TOP OF A CONCRETE FOOTING FOR A BRICK WALL AT THE EAST END
 DX3292'OF THE WALL, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
 DX3292
 DX3292                          STATION RECOVERY (1974)
 DX3292
 DX3292'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3292'RECOVERED IN GOOD CONDITION.
 DX3292
 DX3292                          STATION RECOVERY (1978)
 DX3292
 DX3292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3292'ADD--CENTRAL AVENUE IS NOW CALLED AND MARKED LA HABRA BOULEVARD.
 DX3292
 DX3292                          STATION RECOVERY (2007)
 DX3292
 DX3292'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3291 ***********************************************************************
 DX3291  DESIGNATION -  2 C 72 68
 DX3291  PID         -  DX3291
 DX3291  STATE/COUNTY-  CA/ORANGE
 DX3291  USGS QUAD   -  LA HABRA (1981)
 DX3291
 DX3291                         *CURRENT SURVEY CONTROL
 DX3291  ___________________________________________________________________
 DX3291* NAD 83(1986)-  33 55 55.     (N)    117 56 01.     (W)     SCALED    
 DX3291* NAVD 88     -       100.108  (meters)     328.44   (feet)  READJUSTED
 DX3291  ___________________________________________________________________
 DX3291  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DX3291  DYNAMIC HT  -         100.000 (meters)     328.08  (feet)  COMP
 DX3291  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 DX3291
 DX3291  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3291
 DX3291.The horizontal coordinates were scaled from a topographic map and have
 DX3291.an estimated accuracy of +/- 6 seconds.
 DX3291
 DX3291.The orthometric height was determined by differential leveling
 DX3291.and adjusted in February 1993.
 DX3291.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3291.distribution rate of 0.0 thru 1.0 mm/km.
 DX3291.The height was derived from older observations constrained to new
 DX3291.heights in a crustal motion area.  The height is approximate in
 DX3291.relation to other heights in its vicinity.
 DX3291
 DX3291.The geoid height was determined by GEOID03.
 DX3291
 DX3291.The dynamic height is computed by dividing the NAVD 88
 DX3291.geopotential number by the normal gravity value computed on the
 DX3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3291.degrees latitude (g = 980.6199 gals.).
 DX3291
 DX3291.The modeled gravity was interpolated from observed gravity values.
 DX3291
 DX3291;                    North         East    Units  Estimated Accuracy
 DX3291;SPC CA 6     -   697,040.    1,844,340.      MT  (+/- 180 meters Scaled)
 DX3291
 DX3291                          SUPERSEDED SURVEY CONTROL
 DX3291
 DX3291  NGVD 29 (??/??/92)   99.369  (m)          326.01   (f) ADJ UNCH    1 1
 DX3291
 DX3291.Superseded values are not recommended for survey control.
 DX3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3291.See file dsdata.txt to determine how the superseded data were derived.
 DX3291
 DX3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT137550(NAD 83)
 DX3291_MARKER: DD = SURVEY DISK
 DX3291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3291_SP_SET: CONCRETE DROP INLET
 DX3291_STAMPING: 2C-72-68
 DX3291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3291
 DX3291  HISTORY     - Date     Condition        Report By
 DX3291  HISTORY     - 1968     MONUMENTED       CA-059
 DX3291  HISTORY     - 1974     GOOD             CA-059
 DX3291  HISTORY     - 1978     GOOD             NGS
 DX3291  HISTORY     - 20070310 GOOD             GEOCAC
 DX3291
 DX3291                          STATION DESCRIPTION
 DX3291
 DX3291'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3291'AT LA HABRA.
 DX3291'0.65 MILE EAST ALONG CENTRAL AVENUE FROM LA HABRA CIVIC CENTER
 DX3291'TO ITS INTERSECTION WITH HARBOR BOULEVARD, 45 FEET WEST FROM
 DX3291'THE CENTER OF THE TRAFFIC MEDIAN ON HARBOR BOULEVARD, 105 FEET
 DX3291'NORTH OF THE CENTER LINE OF CENTRAL AVENUE, 60 FEET SOUTHEAST
 DX3291'OF A TEXACO SIGN BY A PUBLIC PHONE BOOTH, 6 FEET SOUTHEAST OF
 DX3291'POWERPOLE 1715618E, IN THE TOP OF THE NORTHEAST CORNER OF A
 DX3291'CONCRETE DROP INLET, AND 0.8 FOOT ABOVE THE ROAD.
 DX3291
 DX3291                          STATION RECOVERY (1974)
 DX3291
 DX3291'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3291'RECOVERED IN GOOD CONDITION.
 DX3291
 DX3291                          STATION RECOVERY (1978)
 DX3291
 DX3291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3291'RECOVERED IN GOOD CONDITION.
 DX3291
 DX3291                          STATION RECOVERY (2007)
 DX3291
 DX3291'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX3291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3288 ***********************************************************************
 DX3288  DESIGNATION -  2 C 73 68
 DX3288  PID         -  DX3288
 DX3288  STATE/COUNTY-  CA/ORANGE
 DX3288  USGS QUAD   -  LA HABRA (1981)
 DX3288
 DX3288                         *CURRENT SURVEY CONTROL
 DX3288  ___________________________________________________________________
 DX3288* NAD 83(1986)-  33 55 55.     (N)    117 55 28.     (W)     SCALED    
 DX3288* NAVD 88     -       113.862  (meters)     373.56   (feet)  READJUSTED
 DX3288  ___________________________________________________________________
 DX3288  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DX3288  DYNAMIC HT  -         113.740 (meters)     373.16  (feet)  COMP
 DX3288  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DX3288
 DX3288  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3288
 DX3288.The horizontal coordinates were scaled from a topographic map and have
 DX3288.an estimated accuracy of +/- 6 seconds.
 DX3288
 DX3288.The orthometric height was determined by differential leveling
 DX3288.and adjusted in February 1993.
 DX3288.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3288.distribution rate of 0.0 thru 1.0 mm/km.
 DX3288.The height was derived from older observations constrained to new
 DX3288.heights in a crustal motion area.  The height is approximate in
 DX3288.relation to other heights in its vicinity.
 DX3288
 DX3288.The geoid height was determined by GEOID03.
 DX3288
 DX3288.The dynamic height is computed by dividing the NAVD 88
 DX3288.geopotential number by the normal gravity value computed on the
 DX3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3288.degrees latitude (g = 980.6199 gals.).
 DX3288
 DX3288.The modeled gravity was interpolated from observed gravity values.
 DX3288
 DX3288;                    North         East    Units  Estimated Accuracy
 DX3288;SPC CA 6     -   697,020.    1,845,190.      MT  (+/- 180 meters Scaled)
 DX3288
 DX3288                          SUPERSEDED SURVEY CONTROL
 DX3288
 DX3288  NGVD 29 (??/??/92)  113.122  (m)          371.13   (f) ADJ UNCH    1 1
 DX3288
 DX3288.Superseded values are not recommended for survey control.
 DX3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3288.See file dsdata.txt to determine how the superseded data were derived.
 DX3288
 DX3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT145549(NAD 83)
 DX3288_MARKER: DD = SURVEY DISK
 DX3288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3288_SP_SET: CONCRETE DROP INLET
 DX3288_STAMPING: 2C-73-68
 DX3288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3288
 DX3288  HISTORY     - Date     Condition        Report By
 DX3288  HISTORY     - 1968     MONUMENTED       CA-059
 DX3288  HISTORY     - 1974     GOOD             CA-059
 DX3288  HISTORY     - 1978     GOOD             NGS
 DX3288  HISTORY     - 20070310 GOOD             GEOCAC
 DX3288
 DX3288                          STATION DESCRIPTION
 DX3288
 DX3288'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3288'AT LA HABRA.
 DX3288'1.15 MILES EAST ALONG CENTRAL AVENUE FROM THE LA HABRA CIVIC
 DX3288'CENTER TO ITS INTERSECTION WITH PALM STREET, 20.5 FEET EAST
 DX3288'OF THE CENTER LINE OF PALM STREET, 68 FEET NORTH OF THE CENTER
 DX3288'LINE OF CENTRAL AVENUE, 3 FEET NORTH WEST OF POWER POLE
 DX3288'1729733E, 8 FEET SOUTH OF THE SOUTH EDGE OF A DRIVE INTO A
 DX3288'SERVICE STATION, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 DX3288'DROP INLET, ABOUT 0.8 FEET ABOVE THE ROAD LEVEL.
 DX3288
 DX3288                          STATION RECOVERY (1974)
 DX3288
 DX3288'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3288'RECOVERED IN GOOD CONDITION.
 DX3288
 DX3288                          STATION RECOVERY (1978)
 DX3288
 DX3288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3288'RECOVERED IN GOOD CONDITION.
 DX3288
 DX3288                          STATION RECOVERY (2007)
 DX3288
 DX3288'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX3288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3285 ***********************************************************************
 DX3285  DESIGNATION -  2 C 74 68
 DX3285  PID         -  DX3285
 DX3285  STATE/COUNTY-  CA/ORANGE
 DX3285  USGS QUAD   -  LA HABRA (1981)
 DX3285
 DX3285                         *CURRENT SURVEY CONTROL
 DX3285  ___________________________________________________________________
 DX3285* NAD 83(1986)-  33 55 54.     (N)    117 54 24.     (W)     SCALED    
 DX3285* NAVD 88     -       130.043  (meters)     426.65   (feet)  READJUSTED
 DX3285  ___________________________________________________________________
 DX3285  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DX3285  DYNAMIC HT  -         129.900 (meters)     426.18  (feet)  COMP
 DX3285  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 DX3285
 DX3285  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3285
 DX3285.The horizontal coordinates were scaled from a topographic map and have
 DX3285.an estimated accuracy of +/- 6 seconds.
 DX3285
 DX3285.The orthometric height was determined by differential leveling
 DX3285.and adjusted in February 1993.
 DX3285.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3285.distribution rate of 0.0 thru 1.0 mm/km.
 DX3285.The height was derived from older observations constrained to new
 DX3285.heights in a crustal motion area.  The height is approximate in
 DX3285.relation to other heights in its vicinity.
 DX3285
 DX3285.The geoid height was determined by GEOID03.
 DX3285
 DX3285.The dynamic height is computed by dividing the NAVD 88
 DX3285.geopotential number by the normal gravity value computed on the
 DX3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3285.degrees latitude (g = 980.6199 gals.).
 DX3285
 DX3285.The modeled gravity was interpolated from observed gravity values.
 DX3285
 DX3285;                    North         East    Units  Estimated Accuracy
 DX3285;SPC CA 6     -   696,970.    1,846,830.      MT  (+/- 180 meters Scaled)
 DX3285
 DX3285                          SUPERSEDED SURVEY CONTROL
 DX3285
 DX3285  NGVD 29 (??/??/??)  129.331  (m)          424.31   (f) ADJUSTED    1 1
 DX3285
 DX3285.Superseded values are not recommended for survey control.
 DX3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3285.See file dsdata.txt to determine how the superseded data were derived.
 DX3285
 DX3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT162549(NAD 83)
 DX3285_MARKER: DD = SURVEY DISK
 DX3285_SETTING: 0 = UNSPECIFIED SETTING
 DX3285_STAMPING: 2C-74-68
 DX3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3285
 DX3285  HISTORY     - Date     Condition        Report By
 DX3285  HISTORY     - 1968     MONUMENTED       CA-059
 DX3285  HISTORY     - 1974     GOOD             CA-059
 DX3285  HISTORY     - 1978     GOOD             NGS
 DX3285
 DX3285                          STATION DESCRIPTION
 DX3285
 DX3285'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3285'0.9 MI NW FROM BREA.
 DX3285'0.5 MILE NORTHEAST ALONG BREA BOULEVARD FROM BREA JUNIOR HIGH
 DX3285'SCHOOL TO ITS INTERSECTION WITH CENTRAL AVENUE, THENCE 0.4 MILE
 DX3285'WEST ALONG CENTRAL AVENUE TO ITS INTERSECTION WITH BERRY STREET
 DX3285'(SOUTH), 200 FEET WEST OF THE CENTER LINE OF BERRY STREET (SOUTH),
 DX3285'22 FEET SOUTH OF THE CENTER LINE OF CENTRAL AVENUE, 43 FEET
 DX3285'WEST OF POWER POLE 280659E, 6 FEET NORTH OF A CHAIN LINK FENCE,
 DX3285'IN THE TOP OF AND 1.0 FOOT EAST OF THE WEST END OF A CONCRETE
 DX3285'HEADWALL OVER A DRAIN, AND 1.5 FEET ABOVE THE ROAD.
 DX3285
 DX3285                          STATION RECOVERY (1974)
 DX3285
 DX3285'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3285'RECOVERED IN GOOD CONDITION.
 DX3285
 DX3285                          STATION RECOVERY (1978)
 DX3285
 DX3285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3282 ***********************************************************************
 DX3282  DESIGNATION -  2 C 75 68
 DX3282  PID         -  DX3282
 DX3282  STATE/COUNTY-  CA/ORANGE
 DX3282  USGS QUAD   -  LA HABRA (1981)
 DX3282
 DX3282                         *CURRENT SURVEY CONTROL
 DX3282  ___________________________________________________________________
 DX3282* NAD 83(1986)-  33 55 58.     (N)    117 53 56.     (W)     SCALED    
 DX3282* NAVD 88     -       124.867  (meters)     409.67   (feet)  READJUSTED
 DX3282  ___________________________________________________________________
 DX3282  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DX3282  DYNAMIC HT  -         124.730 (meters)     409.22  (feet)  COMP
 DX3282  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DX3282
 DX3282  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3282
 DX3282.The horizontal coordinates were scaled from a topographic map and have
 DX3282.an estimated accuracy of +/- 6 seconds.
 DX3282
 DX3282.The orthometric height was determined by differential leveling
 DX3282.and adjusted in February 1993.
 DX3282.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3282.distribution rate of 0.0 thru 1.0 mm/km.
 DX3282.The height was derived from older observations constrained to new
 DX3282.heights in a crustal motion area.  The height is approximate in
 DX3282.relation to other heights in its vicinity.
 DX3282
 DX3282.The geoid height was determined by GEOID03.
 DX3282
 DX3282.The dynamic height is computed by dividing the NAVD 88
 DX3282.geopotential number by the normal gravity value computed on the
 DX3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3282.degrees latitude (g = 980.6199 gals.).
 DX3282
 DX3282.The modeled gravity was interpolated from observed gravity values.
 DX3282
 DX3282;                    North         East    Units  Estimated Accuracy
 DX3282;SPC CA 6     -   697,080.    1,847,550.      MT  (+/- 180 meters Scaled)
 DX3282
 DX3282                          SUPERSEDED SURVEY CONTROL
 DX3282
 DX3282  NGVD 29 (??/??/92)  124.126  (m)          407.24   (f) ADJ UNCH    1 1
 DX3282
 DX3282.Superseded values are not recommended for survey control.
 DX3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3282.See file dsdata.txt to determine how the superseded data were derived.
 DX3282
 DX3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT169550(NAD 83)
 DX3282_MARKER: DD = SURVEY DISK
 DX3282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX3282_SP_SET: BUILDING
 DX3282_STAMPING: 2C-75-68
 DX3282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3282
 DX3282  HISTORY     - Date     Condition        Report By
 DX3282  HISTORY     - 1968     MONUMENTED       CA-059
 DX3282  HISTORY     - 1974     GOOD             CA-059
 DX3282  HISTORY     - 1978     GOOD             NGS
 DX3282  HISTORY     - 20070310 GOOD             GEOCAC
 DX3282
 DX3282                          STATION DESCRIPTION
 DX3282
 DX3282'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3282'0.6 MI NW FROM BREA.
 DX3282'0.5 MILE NORTHEAST ALONG BREA BOULEVARD FROM BREA JUNIOR HIGH
 DX3282'SCHOOL TO ITS INTERSECTION WITH CENTRAL AVENUE, THENCE 0.3 MILE
 DX3282'WEST ALONG CENTRAL AVENUE TO ITS INTERSECTION WITH TAMARACK
 DX3282'AVENUE, 300 FEET NORTH OF THE CENTER LINE OF CENTRAL AVENUE,
 DX3282'133 FEET SOUTH OF THE CENTER LINE OF ORANGEWOOD DRIVE, 19.5 FEET
 DX3282'EAST OF THE CENTER LINE OF TAMARACK AVENUE, 32 FEET NORTH OF
 DX3282'STREET LIGHT 58, 2 FEET SOUTH OF A 3 FOOT X 8 INCH VENT PIPE,
 DX3282'IN THE TOP OF AND AT THE NOTHWEST CORNER OF A 5 FOOT X 6 FOOT
 DX3282'CONCRETE EDISON COMPANY VAULT, 0.8 FOOT ABOVE THE ROAD.
 DX3282
 DX3282                          STATION RECOVERY (1974)
 DX3282
 DX3282'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3282'RECOVERED IN GOOD CONDITION.
 DX3282
 DX3282                          STATION RECOVERY (1978)
 DX3282
 DX3282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3282'RECOVERED IN GOOD CONDITION.
 DX3282
 DX3282                          STATION RECOVERY (2007)
 DX3282
 DX3282'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3294 ***********************************************************************
 DX3294  DESIGNATION -  2 C 76 68
 DX3294  PID         -  DX3294
 DX3294  STATE/COUNTY-  CA/ORANGE
 DX3294  USGS QUAD   -  LA HABRA (1981)
 DX3294
 DX3294                         *CURRENT SURVEY CONTROL
 DX3294  ___________________________________________________________________
 DX3294* NAD 83(1986)-  33 55 40.     (N)    117 56 45.     (W)     SCALED    
 DX3294* NAVD 88     -        83.19   (+/-2cm)     272.9    (feet)  VERTCON   
 DX3294  ___________________________________________________________________
 DX3294  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DX3294  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3294
 DX3294.The horizontal coordinates were scaled from a topographic map and have
 DX3294.an estimated accuracy of +/- 6 seconds.
 DX3294
 DX3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3294.The vertical order pertains to the NGVD 29 superseded value.
 DX3294
 DX3294.The geoid height was determined by GEOID03.
 DX3294
 DX3294;                    North         East    Units  Estimated Accuracy
 DX3294;SPC CA 6     -   696,590.    1,843,200.      MT  (+/- 180 meters Scaled)
 DX3294
 DX3294                          SUPERSEDED SURVEY CONTROL
 DX3294
 DX3294  NGVD 29 (??/??/??)   82.456  (m)          270.52   (f) ADJUSTED    1 1
 DX3294
 DX3294.Superseded values are not recommended for survey control.
 DX3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3294.See file dsdata.txt to determine how the superseded data were derived.
 DX3294
 DX3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT125545(NAD 83)
 DX3294_MARKER: DD = SURVEY DISK
 DX3294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX3294_SP_SET: BRIDGE
 DX3294_STAMPING: 2C-76-68
 DX3294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3294
 DX3294  HISTORY     - Date     Condition        Report By
 DX3294  HISTORY     - 1968     MONUMENTED       CA-059
 DX3294  HISTORY     - 1974     GOOD             CA-059
 DX3294  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX3294
 DX3294                          STATION DESCRIPTION
 DX3294
 DX3294'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3294'AT LA HABRA.
 DX3294'0.25 MILE SOUTH ALONG EUCLID STREET FROM ITS INTERSECTION
 DX3294'WITH CENTRAL AVENUE, 200 FEET SOUTH OF THE CENTER LINE OF THE
 DX3294'PACIFIC ELECTRIC RAILWAY, 145 FEET SOUTH OF THE CENTER LINE OF
 DX3294'ELECTRIC AVENUE, 138 FEET NORTH OF THE CENTER LINE OF OLIVE
 DX3294'AVENUE, 25 FEET WEST OF THE CENTER LINE OF EUCLID STREET, 15
 DX3294'FEET NORTHEAST OF POWER POLE 1719817E, 3.5 FEET SOUTHEAST OF
 DX3294'THE SOUTHWEST CORNER OF A WALK, 2 FEET SOUTHWEST OF A CHAIN
 DX3294'LINK FENCE, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 DX3294'BRIDGE ABUTMENT ACROSS A DRAIN DITCH AND 0.8 FOOT LOWER THAN
 DX3294'THE WALK.
 DX3294
 DX3294                          STATION RECOVERY (1974)
 DX3294
 DX3294'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3294'RECOVERED IN GOOD CONDITION.
 DX3294
 DX3294                          STATION RECOVERY (1978)
 DX3294
 DX3294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2259 ***********************************************************************
 DX2259  DESIGNATION -  2 C 77 69
 DX2259  PID         -  DX2259
 DX2259  STATE/COUNTY-  CA/ORANGE
 DX2259  USGS QUAD   -  ORANGE (1981)
 DX2259
 DX2259                         *CURRENT SURVEY CONTROL
 DX2259  ___________________________________________________________________
 DX2259* NAD 83(1986)-  33 52 00.     (N)    117 49 55.     (W)     SCALED    
 DX2259* NAVD 88     -        74.497  (meters)     244.41   (feet)  ADJUSTED  
 DX2259  ___________________________________________________________________
 DX2259  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DX2259  DYNAMIC HT  -          74.417 (meters)     244.15  (feet)  COMP
 DX2259  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DX2259
 DX2259  VERT ORDER  -  FIRST     CLASS I
 DX2259
 DX2259.The horizontal coordinates were scaled from a topographic map and have
 DX2259.an estimated accuracy of +/- 6 seconds.
 DX2259
 DX2259.The orthometric height was determined by differential leveling
 DX2259.and adjusted in June 1991.
 DX2259.WARNING-Repeat measurements at this control monument indicate possible
 DX2259.vertical movement.
 DX2259
 DX2259.The geoid height was determined by GEOID03.
 DX2259
 DX2259.The dynamic height is computed by dividing the NAVD 88
 DX2259.geopotential number by the normal gravity value computed on the
 DX2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2259.degrees latitude (g = 980.6199 gals.).
 DX2259
 DX2259.The modeled gravity was interpolated from observed gravity values.
 DX2259
 DX2259;                    North         East    Units  Estimated Accuracy
 DX2259;SPC CA 6     -   689,650.    1,853,630.      MT  (+/- 180 meters Scaled)
 DX2259
 DX2259                          SUPERSEDED SURVEY CONTROL
 DX2259
 DX2259  NGVD 29 (??/??/92)   73.737  (m)          241.92   (f) ADJ UNCH    1 1
 DX2259
 DX2259.Superseded values are not recommended for survey control.
 DX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2259.See file dsdata.txt to determine how the superseded data were derived.
 DX2259
 DX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT230476(NAD 83)
 DX2259_MARKER: DD = SURVEY DISK
 DX2259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2259_SP_SET: BRIDGE WINGWALL
 DX2259_STAMPING: LINE-403 2C-77-69
 DX2259_MARK LOGO: CA-059
 DX2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2259+STABILITY: SURFACE MOTION
 DX2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2259+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2004
 DX2259
 DX2259  HISTORY     - Date     Condition        Report By
 DX2259  HISTORY     - 1969     MONUMENTED       CA-059
 DX2259  HISTORY     - 1974     GOOD             CA-059
 DX2259  HISTORY     - 1977     GOOD             NGS
 DX2259  HISTORY     - 1988     GOOD             NGS
 DX2259  HISTORY     - 20040103 GOOD             GEOCAC
 DX2259
 DX2259                          STATION DESCRIPTION
 DX2259
 DX2259'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2259'IN ATWOOD.
 DX2259'436 FEET SOUTH ALONG VAN BUREN STREET FROM THE SOUTH RAIL OF
 DX2259'THE SOUTH TRACK OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 DX2259'20.5 FEET WEST OF THE CENTER LINE OF THE STREET, SET IN THE TOP
 DX2259'OF A CONCRETE WINGWALL, 2 FEET NORTHWEST OF THE NORTH END OF A
 DX2259'CONCRETE HEADWALL ON THE WEST SIDE OF A CONCRETE BRIDGE ACROSS
 DX2259'A FLOOD CONTROL CHANNEL, 0.40 OF A FOOT HIGHER THAN THE STREET.
 DX2259
 DX2259                          STATION RECOVERY (1974)
 DX2259
 DX2259'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2259'RECOVERED IN GOOD CONDITION.
 DX2259
 DX2259                          STATION RECOVERY (1977)
 DX2259
 DX2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2259'ADD- MARK IS ALSO STAMPED 1A-20-68 403, MARK IS INSIDE AND SURROUNDED
 DX2259'BY A 5-FOOT CHAIN LINK FENCE BELONGING TO ORANGE COUNTY FLOOD
 DX2259'CONTROL AUTHORITY.
 DX2259
 DX2259                          STATION RECOVERY (1988)
 DX2259
 DX2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2259'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM (0.10
 DX2259'MI) SOUTH ALONG VAN BUREN STREET FROM THE INTERSECTION OF
 DX2259'ORANGE-THORPE AVENUE IN ATWOOD, IN TOP OF THE EAST END OF THE
 DX2259'NORTHWEST WINGWALL OF THE BRIDGE OVER THE ATWOOD CHANNEL, 6.2 M (20.3
 DX2259'FT) WEST OF THE STREET CENTERLINE, 0.4 M (1.3 FT) WEST OF THE NORTH
 DX2259'END OF THE WEST HEADWALL.
 DX2259'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DX2259
 DX2259                          STATION RECOVERY (2004)
 DX2259
 DX2259'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2246 ***********************************************************************
 DX2246  DESIGNATION -  2 C 78 69
 DX2246  PID         -  DX2246
 DX2246  STATE/COUNTY-  CA/ORANGE
 DX2246  USGS QUAD   -  ORANGE (1981)
 DX2246
 DX2246                         *CURRENT SURVEY CONTROL
 DX2246  ___________________________________________________________________
 DX2246* NAD 83(1986)-  33 51 53.     (N)    117 50 13.     (W)     SCALED    
 DX2246* NAVD 88     -        73.784  (meters)     242.07   (feet)  READJUSTED
 DX2246  ___________________________________________________________________
 DX2246  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DX2246  DYNAMIC HT  -          73.700 (meters)     241.80  (feet)  COMP
 DX2246  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DX2246
 DX2246  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2246
 DX2246.The horizontal coordinates were scaled from a topographic map and have
 DX2246.an estimated accuracy of +/- 6 seconds.
 DX2246
 DX2246.The orthometric height was determined by differential leveling
 DX2246.and adjusted in February 1993.
 DX2246.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2246.distribution rate of 1.1 thru 2.0 mm/km.
 DX2246.The height was derived from older observations constrained to new
 DX2246.heights in a crustal motion area.  The height is approximate in
 DX2246.relation to other heights in its vicinity.
 DX2246
 DX2246.The geoid height was determined by GEOID03.
 DX2246
 DX2246.The dynamic height is computed by dividing the NAVD 88
 DX2246.geopotential number by the normal gravity value computed on the
 DX2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2246.degrees latitude (g = 980.6199 gals.).
 DX2246
 DX2246.The modeled gravity was interpolated from observed gravity values.
 DX2246
 DX2246;                    North         East    Units  Estimated Accuracy
 DX2246;SPC CA 6     -   689,440.    1,853,170.      MT  (+/- 180 meters Scaled)
 DX2246
 DX2246                          SUPERSEDED SURVEY CONTROL
 DX2246
 DX2246  NGVD 29 (??/??/92)   73.034  (m)          239.61   (f) ADJ UNCH    1 1
 DX2246
 DX2246.Superseded values are not recommended for survey control.
 DX2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2246.See file dsdata.txt to determine how the superseded data were derived.
 DX2246
 DX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT225474(NAD 83)
 DX2246_MARKER: DD = SURVEY DISK
 DX2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2246_STAMPING: 2C-78-69 LINE 403
 DX2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2246+STABILITY: SURFACE MOTION
 DX2246
 DX2246  HISTORY     - Date     Condition        Report By
 DX2246  HISTORY     - 1969     MONUMENTED       CA-059
 DX2246  HISTORY     - 1974     GOOD             CA-059
 DX2246  HISTORY     - 1977     GOOD             NGS
 DX2246  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2246
 DX2246                          STATION DESCRIPTION
 DX2246
 DX2246'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2246'0.4 MI SW FROM ATWOOD.
 DX2246'0.40 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2246'FROM THE POST OFFICE IN ATWOOD TO ITS INTERSECTION WITH JEFFERSON
 DX2246'STREET, 50 FEET SOUTHWEST ALONG THE RAILWAY FROM THE CENTER LINE
 DX2246'OF THE STREET, 21.5 FEET NORTHWEST OF THE WEST RAIL OF THE TRACK,
 DX2246'11 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL METAL
 DX2246'CABINET FOR RAILWAY INSTRUMENTS, 30 FEET SOUTH OF A TELEPHONE
 DX2246'AND TELEGRAPH POLE (NO NUMBER), SET IN THE TOP OF A 6 INCH BY
 DX2246'6 INCH CONCRETE POST, 3.5 FEET LOWER THAN THE RAIL, 0.6 OF A
 DX2246'FOOT HIGHER THAN THE GROUND, WITNESSED BY STEEL POSTS 2 FEET
 DX2246'NORTH AND 2 FEET WEST.
 DX2246
 DX2246                          STATION RECOVERY (1974)
 DX2246
 DX2246'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2246'RECOVERED IN GOOD CONDITION.
 DX2246
 DX2246                          STATION RECOVERY (1977)
 DX2246
 DX2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2246'RECOVERED IN GOOD CONDITION.
 DX2246
 DX2246                          STATION RECOVERY (1988)
 DX2246
 DX2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2246'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2242 ***********************************************************************
 DX2242  DESIGNATION -  2 C 80 69
 DX2242  PID         -  DX2242
 DX2242  STATE/COUNTY-  CA/ORANGE
 DX2242  USGS QUAD   -  ORANGE (1981)
 DX2242
 DX2242                         *CURRENT SURVEY CONTROL
 DX2242  ___________________________________________________________________
 DX2242* NAD 83(1986)-  33 51 10.     (N)    117 50 26.     (W)     SCALED    
 DX2242* NAVD 88     -        73.462  (meters)     241.02   (feet)  ADJUSTED  
 DX2242  ___________________________________________________________________
 DX2242  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DX2242  DYNAMIC HT  -          73.383 (meters)     240.76  (feet)  COMP
 DX2242  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DX2242
 DX2242  VERT ORDER  -  FIRST     CLASS I
 DX2242
 DX2242.The horizontal coordinates were scaled from a topographic map and have
 DX2242.an estimated accuracy of +/- 6 seconds.
 DX2242
 DX2242.The orthometric height was determined by differential leveling
 DX2242.and adjusted in June 1991.
 DX2242.WARNING-Repeat measurements at this control monument indicate possible
 DX2242.vertical movement.
 DX2242
 DX2242.The geoid height was determined by GEOID03.
 DX2242
 DX2242.The dynamic height is computed by dividing the NAVD 88
 DX2242.geopotential number by the normal gravity value computed on the
 DX2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2242.degrees latitude (g = 980.6199 gals.).
 DX2242
 DX2242.The modeled gravity was interpolated from observed gravity values.
 DX2242
 DX2242;                    North         East    Units  Estimated Accuracy
 DX2242;SPC CA 6     -   688,120.    1,852,810.      MT  (+/- 180 meters Scaled)
 DX2242
 DX2242                          SUPERSEDED SURVEY CONTROL
 DX2242
 DX2242  NGVD 29 (??/??/92)   72.704  (m)          238.53   (f) ADJ UNCH    1 1
 DX2242
 DX2242.Superseded values are not recommended for survey control.
 DX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2242.See file dsdata.txt to determine how the superseded data were derived.
 DX2242
 DX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT222461(NAD 83)
 DX2242_MARKER: DD = SURVEY DISK
 DX2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2242_SP_SET: CONCRETE POST
 DX2242_STAMPING: LINE-403 2C-80-69
 DX2242_MARK LOGO: CA-059
 DX2242_PROJECTION: PROJECTING 15 CENTIMETERS
 DX2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2242+STABILITY: SURFACE MOTION
 DX2242
 DX2242  HISTORY     - Date     Condition        Report By
 DX2242  HISTORY     - 1969     MONUMENTED       CA-059
 DX2242  HISTORY     - 1974     GOOD             CA-059
 DX2242  HISTORY     - 1977     GOOD             NGS
 DX2242  HISTORY     - 1988     GOOD             NGS
 DX2242
 DX2242                          STATION DESCRIPTION
 DX2242
 DX2242'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2242'1.2 MI SW FROM ATWOOD.
 DX2242'1.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2242'RAILWAY FROM THE POST OFFICE IN ATWOOD, 1.3 MILES NORTHEAST ALONG
 DX2242'THE RAILWAY FROM THE OLIVE HEIGHTS CITRUS ASSOCIATION PACKING PLANT
 DX2242'IN OLIVE, ABOUT 550 FEET SOUTHWEST ALONG THE RAILWAY FROM THE CENTER
 DX2242'LINE OF LA PALMA AVENUE, 35 FEET SOUTHEAST OF A 3 FOOT HIGH RED
 DX2242'AND WHITE IRON GUARD POST FOR A HIGH PRESSURE GAS MAIN, 3 FEET
 DX2242'NORTH OF A TELEPHONE AND TELEGRAPH POLE (NO NUMBER), 68 FEET
 DX2242'NORTHWEST OF POWER POLE NUMBER 1477879E, 18 FEET WEST OF THE
 DX2242'WEST RAIL OF THE TRACK, SET IN THE TOP OF A 6 INCH BY 6 INCH
 DX2242'CONCRETE POST, 4 FEET LOWER THAN THE RAIL, 0.6 OF A FOOT HIGHER
 DX2242'THAN THE GROUND, WITNESSED BY A STEEL POST 2 FEET NORTH.
 DX2242
 DX2242                          STATION RECOVERY (1974)
 DX2242
 DX2242'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2242'RECOVERED IN GOOD CONDITION.
 DX2242
 DX2242                          STATION RECOVERY (1977)
 DX2242
 DX2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2242'RECOVERED IN GOOD CONDITION.
 DX2242
 DX2242                          STATION RECOVERY (1988)
 DX2242
 DX2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2242'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 DX2242'MI) WEST ALONG ORANGE-THORPE AVENUE FROM THE INTERSECTION OF VAN
 DX2242'BUREN STREET IN ATWOOD, THENCE 1.5 KM (0.95 MI) SOUTH ALONG TUSTIN
 DX2242'AVENUE, THENCE 0.3 KM (0.20 MI) WEST ALONG LA PALMA AVENUE, THENCE
 DX2242'0.15 KM (0.10 MI) SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE
 DX2242'RAILROAD, ALSO 3.25 KM (2.00 MI) NORTH OF OLIVE, 5.5 M (18.0 FT) WEST
 DX2242'OF THE WEST RAIL OF THE MAIN TRACK OF THE RAILROAD, 20.7 M (67.9 FT)
 DX2242'NORTHWEST AND ACROSS THE TRACKS FROM A POWER POLE NUMBERED 1477879E,
 DX2242'12.8 M (42.0 FT) EAST OF THE PEDESTRIAN DOOR AT THE CENTER OF THE
 DX2242'EAST WALL OF THE STOROPACK FOAM PAC COMPANY WAREHOUSE, 0.9 M (3.0 FT)
 DX2242'NORTH OF A TELEPHONE POLE.
 DX2242'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 DX2242'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2239 ***********************************************************************
 DX2239  DESIGNATION -  2 C 81 69
 DX2239  PID         -  DX2239
 DX2239  STATE/COUNTY-  CA/ORANGE
 DX2239  USGS QUAD   -  ORANGE (1981)
 DX2239
 DX2239                         *CURRENT SURVEY CONTROL
 DX2239  ___________________________________________________________________
 DX2239* NAD 83(1986)-  33 50 31.     (N)    117 50 39.     (W)     SCALED    
 DX2239* NAVD 88     -        71.014  (meters)     232.99   (feet)  ADJUSTED  
 DX2239  ___________________________________________________________________
 DX2239  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DX2239  DYNAMIC HT  -          70.938 (meters)     232.74  (feet)  COMP
 DX2239  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DX2239
 DX2239  VERT ORDER  -  FIRST     CLASS I
 DX2239
 DX2239.The horizontal coordinates were scaled from a topographic map and have
 DX2239.an estimated accuracy of +/- 6 seconds.
 DX2239
 DX2239.The orthometric height was determined by differential leveling
 DX2239.and adjusted in June 1991.
 DX2239
 DX2239.The geoid height was determined by GEOID03.
 DX2239
 DX2239.The dynamic height is computed by dividing the NAVD 88
 DX2239.geopotential number by the normal gravity value computed on the
 DX2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2239.degrees latitude (g = 980.6199 gals.).
 DX2239
 DX2239.The modeled gravity was interpolated from observed gravity values.
 DX2239
 DX2239;                    North         East    Units  Estimated Accuracy
 DX2239;SPC CA 6     -   686,930.    1,852,460.      MT  (+/- 180 meters Scaled)
 DX2239
 DX2239                          SUPERSEDED SURVEY CONTROL
 DX2239
 DX2239  NGVD 29 (??/??/92)   70.267  (m)          230.53   (f) ADJ UNCH    1 1
 DX2239
 DX2239.Superseded values are not recommended for survey control.
 DX2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2239.See file dsdata.txt to determine how the superseded data were derived.
 DX2239
 DX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218449(NAD 83)
 DX2239_MARKER: DD = SURVEY DISK
 DX2239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2239_SP_SET: CATCH BASIN
 DX2239_STAMPING: LINE-403 2C-81-69
 DX2239_MARK LOGO: CA-059
 DX2239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2239+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2007
 DX2239
 DX2239  HISTORY     - Date     Condition        Report By
 DX2239  HISTORY     - 1969     MONUMENTED       CA-059
 DX2239  HISTORY     - 1974     GOOD             CA-059
 DX2239  HISTORY     - 1977     GOOD             NGS
 DX2239  HISTORY     - 1988     GOOD             NGS
 DX2239  HISTORY     - 20070326 GOOD             GEOCAC
 DX2239
 DX2239                          STATION DESCRIPTION
 DX2239
 DX2239'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2239'0.4 MI NE FROM OLIVE.
 DX2239'0.40 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2239'FROM THE OLIVE HEIGHTS CITRUS ASSOCIATION PACKING PLANT IN OLIVE TO
 DX2239'MILEPOST 2, ABOUT 390 FEET NORTHEAST ALONG THE RAILWAY FROM THE
 DX2239'CENTER LINE INTERSECTION OF ORANGE-OLIVE ROAD AND SANTA ANA CANYON
 DX2239'ROAD, 30 FEET EAST OF THE EAST RAIL OF THE TRACK, 33 FEET WEST OF
 DX2239'THE CENTER LINE OF ORANGE-OLIVE ROAD, 96.5 FEET SOUTH OF POWER POLE
 DX2239'NUMBER 1477864E, 104.5 FEET NORTH OF POWER POLE NUMBER 1477863E, SET
 DX2239'IN THE TOP OF AND AT THE SOUTHEAST CORNER OF A 4 FOOT BY 8 FOOT
 DX2239'CONCRETE CATCH BASIN, ABOUT 9.5 FEET LOWER THAN THE RAIL, 1 FOOT
 DX2239'HIGHER THAN THE GUTTER.
 DX2239
 DX2239                          STATION RECOVERY (1974)
 DX2239
 DX2239'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2239'RECOVERED IN GOOD CONDITION.
 DX2239
 DX2239                          STATION RECOVERY (1977)
 DX2239
 DX2239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2239'RECOVERED IN GOOD CONDITION.
 DX2239
 DX2239                          STATION RECOVERY (1988)
 DX2239
 DX2239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2239'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 DX2239'MI) NORTH ALONG ORANGE-OLIVE ROAD FROM THE INTERSECTION OF LINCOLN
 DX2239'AVENUE IN OLIVE, 0.12 KM (0.05 MI) NORTH OF THE T-JUNCTION OF SANTA
 DX2239'ANA CANYON ROAD, IN TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN,
 DX2239'10.0 M (32.8 FT) WEST OF THE ROAD CENTERLINE, 9.1 M (29.9 FT) EAST OF
 DX2239'THE EAST RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 31.8 M
 DX2239'(104.3 FT) NORTH OF A POWER POLE NUMBERED 1477864E, 29.4 M (96.5 FT)
 DX2239'SOUTH OF A POWER POLE NUMBERED 1477863E.
 DX2239'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX2239
 DX2239                          STATION RECOVERY (2007)
 DX2239
 DX2239'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX2239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4696 ***********************************************************************
 DX4696  DESIGNATION -  2 C 87
 DX4696  PID         -  DX4696
 DX4696  STATE/COUNTY-  CA/ORANGE
 DX4696  USGS QUAD   -  YORBA LINDA (1981)
 DX4696
 DX4696                         *CURRENT SURVEY CONTROL
 DX4696  ___________________________________________________________________
 DX4696* NAD 83(1992)-  33 54 40.51277(N)    117 51 28.86902(W)     NO CHECK  
 DX4696* NAVD 88     -       114.84   (+/-2cm)     376.8    (feet)  VERTCON   
 DX4696  ___________________________________________________________________
 DX4696  EPOCH DATE  -        1991.35
 DX4696  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 DX4696  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DX4696  HORZ ORDER  -  THIRD
 DX4696  VERT ORDER  -  THIRD ? (See Below)
 DX4696
 DX4696.The horizontal coordinates were established by classical geodetic methods
 DX4696.and adjusted by the National Geodetic Survey in June 1996.
 DX4696.No horizontal observational check was made to the station.
 DX4696.The horizontal coordinates are valid at the epoch date displayed above.
 DX4696.The epoch date for horizontal control is a decimal equivalence
 DX4696.of Year/Month/Day.
 DX4696
 DX4696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4696.The vertical order pertains to the NGVD 29 superseded value.
 DX4696
 DX4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4696
 DX4696.The geoid height was determined by GEOID03.
 DX4696
 DX4696;                    North         East     Units Scale Factor Converg.
 DX4696;SPC CA 6     -   694,631.539 1,851,294.365   MT  1.00000479   -0 53 01.1
 DX4696;SPC CA 6     - 2,278,970.31  6,073,788.26   sFT  1.00000479   -0 53 01.1
 DX4696;UTM  11      - 3,752,647.383   420,680.355   MT  0.99967756   -0 28 43.4
 DX4696
 DX4696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4696!SPC CA 6     -   0.99998742  x   1.00000479  =   0.99999221
 DX4696!UTM  11      -   0.99998742  x   0.99967756  =   0.99966498
 DX4696
 DX4696                          SUPERSEDED SURVEY CONTROL
 DX4696
 DX4696  NAD 83(1986)-  33 54 40.51300(N)    117 51 28.86864(W) AD(1984.00) 3
 DX4696  NAD 27      -  33 54 40.46511(N)    117 51 25.66101(W) AD(       ) 3
 DX4696  NGVD 29 (07/19/86)  114.10   (m)          374.3    (f) LEVELING    3  
 DX4696
 DX4696.Superseded values are not recommended for survey control.
 DX4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4696.See file dsdata.txt to determine how the superseded data were derived.
 DX4696
 DX4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2068052647(NAD 83)
 DX4696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX4696
 DX4696  HISTORY     - Date     Condition        Report By
 DX4696  HISTORY     - 1976     MONUMENTED       CA-059
 DX4696  HISTORY     - 1977     GOOD             CADT
 DX4696  HISTORY     - 20050326 MARK NOT FOUND   GEOCAC
 DX4696
 DX4696                          STATION DESCRIPTION
 DX4696
 DX4696'DESCRIBED BY CALTRANS 1977 (ARA)
 DX4696'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES EAST OF BREA IN THE
 DX4696'NORTHWEST QUADRANT OF THE INTERSECTION OF IMPERIAL HIGHWAY (STATE
 DX4696'ROUTE 90) AND THE SOUTHERN PACIFIC RAILROAD.
 DX4696'
 DX4696'THE MARK IS A STANDARD ORANGE COUNTY ALUMINUM BENCH MARK DISK STAMPED
 DX4696'---2C-87-70---. IT IS SET IN THE TOP OF A CONCRETE HEADWALL OF A
 DX4696'CULVERT UNDER THE HIGHWAY.  IT IS 48 FEET NORTHEAST OF THE CENTERLINE
 DX4696'OF THE HIGHWAY, 23.5 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILS,
 DX4696'1 FOOT WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 2.5 FEET LOWER
 DX4696'THAN THE HIGHWAY.
 DX4696
 DX4696                          STATION RECOVERY (2005)
 DX4696
 DX4696'RECOVERY NOTE BY GEOCACHING 2005 (LJK)
 DX4696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3315 ***********************************************************************
 DX3315  DESIGNATION -  2 C 96
 DX3315  PID         -  DX3315
 DX3315  STATE/COUNTY-  CA/ORANGE
 DX3315  USGS QUAD   -  LA HABRA (1981)
 DX3315
 DX3315                         *CURRENT SURVEY CONTROL
 DX3315  ___________________________________________________________________
 DX3315* NAD 83(1986)-  33 53 00.     (N)    117 59 40.     (W)     SCALED    
 DX3315* NAVD 88     -        29.00   (+/-2cm)      95.1    (feet)  VERTCON   
 DX3315  ___________________________________________________________________
 DX3315  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DX3315  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3315
 DX3315.The horizontal coordinates were scaled from a topographic map and have
 DX3315.an estimated accuracy of +/- 6 seconds.
 DX3315
 DX3315.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3315.The vertical order pertains to the NGVD 29 superseded value.
 DX3315
 DX3315.The geoid height was determined by GEOID03.
 DX3315
 DX3315;                    North         East    Units  Estimated Accuracy
 DX3315;SPC CA 6     -   691,740.    1,838,630.      MT  (+/- 180 meters Scaled)
 DX3315
 DX3315                          SUPERSEDED SURVEY CONTROL
 DX3315
 DX3315  NGVD 29 (??/??/92)   28.28   (m)           92.8    (f) COMPUTED    1 1
 DX3315
 DX3315.Superseded values are not recommended for survey control.
 DX3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3315.See file dsdata.txt to determine how the superseded data were derived.
 DX3315
 DX3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT080496(NAD 83)
 DX3315_MARKER: DD = SURVEY DISK
 DX3315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3315_SP_SET: CATCH BASIN
 DX3315_STAMPING: 2C-96-74
 DX3315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3315
 DX3315  HISTORY     - Date     Condition        Report By
 DX3315  HISTORY     - 1974     MONUMENTED       CA-059
 DX3315
 DX3315                          STATION DESCRIPTION
 DX3315
 DX3315'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX3315'IN NORTHERN BUENA PARK.
 DX3315'300 FEET SOUTHEASTERLY ALONG MALVERN AVENUE FROM ITS INTERSECTION
 DX3315'WITH BEACH BOULEVARD, 44 FEET SOUTHWEST OF THE CENTERLINE OF
 DX3315'MALVERN AVENUE, 49 FEET SOUTHEAST OF THE POWER POLE 1553379E,
 DX3315'52 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE BUILDING OF
 DX3315'EDGEBROOK INN, SET ON THE NORTH CORNER OF A 4.5 FEET BY 4
 DX3315'FEET CONCRETE CATCH BASIN, 1 FOOT SOUTH OF THE SOUTH CURB FACE
 DX3315'OF MALVERN AVENUE AND 1 FOOT ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2908 ***********************************************************************
 DX2908  DESIGNATION -  2 C 97 74
 DX2908  PID         -  DX2908
 DX2908  STATE/COUNTY-  CA/ORANGE
 DX2908  USGS QUAD   -  YORBA LINDA (1981)
 DX2908
 DX2908                         *CURRENT SURVEY CONTROL
 DX2908  ___________________________________________________________________
 DX2908* NAD 83(1986)-  33 56 35.     (N)    117 52 27.     (W)     SCALED    
 DX2908* NAVD 88     -       148.141  (meters)     486.03   (feet)  ADJUSTED  
 DX2908  ___________________________________________________________________
 DX2908  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DX2908  DYNAMIC HT  -         147.981 (meters)     485.50  (feet)  COMP
 DX2908  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 DX2908
 DX2908  VERT ORDER  -  FIRST     CLASS I
 DX2908
 DX2908.The horizontal coordinates were scaled from a topographic map and have
 DX2908.an estimated accuracy of +/- 6 seconds.
 DX2908
 DX2908.The orthometric height was determined by differential leveling
 DX2908.and adjusted in February 1997.
 DX2908
 DX2908.The geoid height was determined by GEOID03.
 DX2908
 DX2908.The dynamic height is computed by dividing the NAVD 88
 DX2908.geopotential number by the normal gravity value computed on the
 DX2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2908.degrees latitude (g = 980.6199 gals.).
 DX2908
 DX2908.The modeled gravity was interpolated from observed gravity values.
 DX2908
 DX2908;                    North         East    Units  Estimated Accuracy
 DX2908;SPC CA 6     -   698,180.    1,849,860.      MT  (+/- 180 meters Scaled)
 DX2908
 DX2908                          SUPERSEDED SURVEY CONTROL
 DX2908
 DX2908  NAVD 88 (02/01/93)  148.149  (m)          486.05   (f) UNKNOWN     1 1
 DX2908  NGVD 29 (??/??/92)  147.405  (m)          483.61   (f) ADJ UNCH    1 1
 DX2908
 DX2908.Superseded values are not recommended for survey control.
 DX2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2908.See file dsdata.txt to determine how the superseded data were derived.
 DX2908
 DX2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT192561(NAD 83)
 DX2908_MARKER: DD = SURVEY DISK
 DX2908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2908_SP_SET: CATCH BASIN
 DX2908_STAMPING: 2C 97 74
 DX2908_MARK LOGO: CA-059
 DX2908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2908+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DX2908
 DX2908  HISTORY     - Date     Condition        Report By
 DX2908  HISTORY     - 1974     MONUMENTED       CA-059
 DX2908  HISTORY     - 1978     GOOD             NGS
 DX2908  HISTORY     - 19940425 GOOD             MWDSC
 DX2908
 DX2908                          STATION DESCRIPTION
 DX2908
 DX2908'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2908'1 MI N FROM BREA.
 DX2908'0.3 MILES NORTHEASTERLY ALONG BREA BOULEVARD FROM ITS
 DX2908'INTERSECTION WITH TONNER CANYON ROAD, 61 FEET EAST OF THE LIGHT
 DX2908'POLE 26760, 21.5 FEET NORTHEAST OF THE LIGHT POLE 26761, 21.5
 DX2908'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND ON-RAMP OF ORANGE
 DX2908'FREEWAY, SET ON THE SOUTHEAST CORNER OF A 4.5 FEET BY 3 FEET
 DX2908'CONCRETE CATCH BASIN ON THE SAME LEVEL WITH THE ROADWAY.
 DX2908
 DX2908                          STATION RECOVERY (1978)
 DX2908
 DX2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2908'RECOVERED IN GOOD CONDITION.
 DX2908
 DX2908                          STATION RECOVERY (1994)
 DX2908
 DX2908'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2908'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING. 105 FEET (32.0 M)
 DX2908'EAST OF THE CENTER LINE OF BREA CANYON ROAD, 10 FEET (3.0 M)
 DX2908'SOUTHEASTERLY OF A DRAIN INLET, 16.5 FEET (5.0 M) EAST OF SIGNAL BOX
 DX2908'NUMBER E3987.  REFERENCE MWD FB 2011 02 044.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2245 ***********************************************************************
 DX2245  DESIGNATION -  2 C 98 74
 DX2245  PID         -  DX2245
 DX2245  STATE/COUNTY-  CA/ORANGE
 DX2245  USGS QUAD   -  ORANGE (1981)
 DX2245
 DX2245                         *CURRENT SURVEY CONTROL
 DX2245  ___________________________________________________________________
 DX2245* NAD 83(1986)-  33 51 32.     (N)    117 50 21.     (W)     SCALED    
 DX2245* NAVD 88     -        74.768  (meters)     245.30   (feet)  ADJUSTED  
 DX2245  ___________________________________________________________________
 DX2245  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DX2245  DYNAMIC HT  -          74.688 (meters)     245.04  (feet)  COMP
 DX2245  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DX2245
 DX2245  VERT ORDER  -  FIRST     CLASS I
 DX2245
 DX2245.The horizontal coordinates were scaled from a topographic map and have
 DX2245.an estimated accuracy of +/- 6 seconds.
 DX2245
 DX2245.The orthometric height was determined by differential leveling
 DX2245.and adjusted in June 1991.
 DX2245.WARNING-Repeat measurements at this control monument indicate possible
 DX2245.vertical movement.
 DX2245
 DX2245.The geoid height was determined by GEOID03.
 DX2245
 DX2245.The dynamic height is computed by dividing the NAVD 88
 DX2245.geopotential number by the normal gravity value computed on the
 DX2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2245.degrees latitude (g = 980.6199 gals.).
 DX2245
 DX2245.The modeled gravity was interpolated from observed gravity values.
 DX2245
 DX2245;                    North         East    Units  Estimated Accuracy
 DX2245;SPC CA 6     -   688,800.    1,852,950.      MT  (+/- 180 meters Scaled)
 DX2245
 DX2245                          SUPERSEDED SURVEY CONTROL
 DX2245
 DX2245  NGVD 29 (??/??/92)   74.016  (m)          242.83   (f) ADJ UNCH    1 1
 DX2245
 DX2245.Superseded values are not recommended for survey control.
 DX2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2245.See file dsdata.txt to determine how the superseded data were derived.
 DX2245
 DX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT223468(NAD 83)
 DX2245_MARKER: DD = SURVEY DISK
 DX2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2245_SP_SET: CONCRETE POST
 DX2245_STAMPING: 2C-98-74
 DX2245_MARK LOGO: CA-059
 DX2245_PROJECTION: PROJECTING 10 CENTIMETERS
 DX2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2245+STABILITY: SURFACE MOTION
 DX2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2245+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2007
 DX2245
 DX2245  HISTORY     - Date     Condition        Report By
 DX2245  HISTORY     - 1974     MONUMENTED       CA-059
 DX2245  HISTORY     - 1977     GOOD             NGS
 DX2245  HISTORY     - 1988     GOOD             NGS
 DX2245  HISTORY     - 20070422 GOOD             GEOCAC
 DX2245
 DX2245                          STATION DESCRIPTION
 DX2245
 DX2245'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2245'IN NORTHEASTERN ANAHEIM.
 DX2245'0.3 MILE SOUTHEASTERLY ALONG TUSTIN AVENUE FROM ITS INTERSECTION
 DX2245'WITH MIRALOMA AVENUE, 59 FEET SOUTHWEST OF THE CENTERLINE OF TUSTIN
 DX2245'AVENUE, 54 FEET WEST OF THE CENTERLINE OF THE RAILROAD SPUR LINE
 DX2245'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD COMPANY, 47 FEET
 DX2245'NORTHWEST OF A TELEPHONE POLE, NO NUMBER, 9 FEET SOUTHWEST OF THE
 DX2245'MOST SOUTHERLY RAILROAD CROSSING SIGNAL LIGHT, REFERENCED BY A
 DX2245'METAL POST AND 1.5 FEET SOUTHEAST OF THE METAL POST, SET ON A
 DX2245'6 INCH BY 6 INCH CONCRETE MONUMENT, 3 INCHES ABOVE THE GROUND AND
 DX2245'1 FOOT ABOVE THE LEVEL OF THE ROADWAY.
 DX2245
 DX2245                          STATION RECOVERY (1977)
 DX2245
 DX2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2245'RECOVERED IN GOOD CONDITION.
 DX2245
 DX2245                          STATION RECOVERY (1988)
 DX2245
 DX2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2245'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 DX2245'MI) WEST ALONG ORANGE-THORPE AVENUE FROM THE INTERSECTION OF VAN
 DX2245'BUREN STREET IN ATWOOD, THENCE 1.1 KM (0.70 MI) SOUTH ALONG TUSTIN
 DX2245'AVENUE, 18.0 M (59.1 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 15.8 M
 DX2245'(51.8 FT) WEST OF THE WEST RAIL OF THE WESTMOST SET OF RAILROAD
 DX2245'TRACKS OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 2.7 M (8.9 FT)
 DX2245'WEST OF THE RAILROAD SIGNAL CROSSING POLE FOR THE SOUTHBOUND LANES OF
 DX2245'THE AVENUE.
 DX2245'THE MARK IS 0.2 M ABOVE THE AVENUE.
 DX2245
 DX2245                          STATION RECOVERY (2007)
 DX2245
 DX2245'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1255 ***********************************************************************
 EW1255  DESIGNATION -  2 C C OF LA
 EW1255  PID         -  EW1255
 EW1255  STATE/COUNTY-  CA/LOS ANGELES
 EW1255  USGS QUAD   -  HOLLYWOOD (1994)
 EW1255
 EW1255                         *CURRENT SURVEY CONTROL
 EW1255  ___________________________________________________________________
 EW1255* NAD 83(1986)-  34 04 48.     (N)    118 20 13.     (W)     SCALED    
 EW1255* NAVD 88     -        79.00   (+/-2cm)     259.2    (feet)  VERTCON   
 EW1255  ___________________________________________________________________
 EW1255  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EW1255  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1255
 EW1255.The horizontal coordinates were scaled from a topographic map and have
 EW1255.an estimated accuracy of +/- 6 seconds.
 EW1255
 EW1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1255.The vertical order pertains to the NGVD 29 superseded value.
 EW1255
 EW1255.The geoid height was determined by GEOID03.
 EW1255
 EW1255;                    North         East    Units  Estimated Accuracy
 EW1255;SPC CA 5     -   564,390.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1255
 EW1255                          SUPERSEDED SURVEY CONTROL
 EW1255
 EW1255  NGVD 29 (??/??/92)   78.22   (m)          256.6    (f) COMPUTED    1 1
 EW1255
 EW1255.Superseded values are not recommended for survey control.
 EW1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1255.See file dsdata.txt to determine how the superseded data were derived.
 EW1255
 EW1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766718(NAD 83)
 EW1255_MARKER: S = SPIKE
 EW1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1255_SP_SET: CURB
 EW1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1255
 EW1255  HISTORY     - Date     Condition        Report By
 EW1255  HISTORY     - UNK      MONUMENTED       CA1980
 EW1255  HISTORY     - 1968     GOOD             CA1980
 EW1255
 EW1255                          STATION DESCRIPTION
 EW1255
 EW1255'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1255'AT LOS ANGELES.
 EW1255'WIRE SPIKE 2-C IN TOP OF THE EAST CURB OF MC CADDEN PLACE, 9
 EW1255'FEET NORTH OF THE NORTH PROPERTY LINE OF ROSEWOOD AVENUE, NORTH
 EW1255'END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0099 ***********************************************************************
 DY0099  DESIGNATION -  2 C OF LB
 DY0099  PID         -  DY0099
 DY0099  STATE/COUNTY-  CA/LOS ANGELES
 DY0099  USGS QUAD   -  LONG BEACH (1981)
 DY0099
 DY0099                         *CURRENT SURVEY CONTROL
 DY0099  ___________________________________________________________________
 DY0099* NAD 83(1986)-  33 46 12.     (N)    118 12 32.     (W)     SCALED    
 DY0099* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 DY0099  ___________________________________________________________________
 DY0099  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0099  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0099
 DY0099.The horizontal coordinates were scaled from a topographic map and have
 DY0099.an estimated accuracy of +/- 6 seconds.
 DY0099
 DY0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0099.The vertical order pertains to the NGVD 29 superseded value.
 DY0099
 DY0099.The geoid height was determined by GEOID03.
 DY0099
 DY0099;                    North         East    Units  Estimated Accuracy
 DY0099;SPC CA 5     -   529,970.    1,980,650.      MT  (+/- 180 meters Scaled)
 DY0099
 DY0099                          SUPERSEDED SURVEY CONTROL
 DY0099
 DY0099  NGVD 29 (??/??/92)    0.885  (m)            2.90   (f) ADJ UNCH    1 2
 DY0099
 DY0099.Superseded values are not recommended for survey control.
 DY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0099.See file dsdata.txt to determine how the superseded data were derived.
 DY0099
 DY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT880373(NAD 83)
 DY0099_MARKER: DD = SURVEY DISK
 DY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0099_STAMPING: 2
 DY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0099+STABILITY: SURFACE MOTION
 DY0099
 DY0099  HISTORY     - Date     Condition        Report By
 DY0099  HISTORY     - UNK      MONUMENTED       CA1970
 DY0099  HISTORY     - 1954     GOOD             NGS
 DY0099
 DY0099                          STATION DESCRIPTION
 DY0099
 DY0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0099'AT LONG BEACH.
 DY0099'AT LONG BEACH INNER HARBOR, ABOUT 225 FEET (PACED) EAST OF THE
 DY0099'EAST WALL OF BERTH 50, AT THE INTERSECTION OF MITCHELL AVENUE
 DY0099'AND WATER STREET, 20 FEET NORTH OF THE NORTH CURB OF WATER
 DY0099'STREET, 11.2 FEET SOUTH OF THE LINE OF THE SOUTH WALL OF BERTH
 DY0099'50, 7.8 FEET WEST OF THE SOUTH ENTRANCE TO THE HARBOR UNION
 DY0099'CAFE ON MITCHELL AVENUE, 12.4 FEET NORTHWEST OF THE SOUTHWEST
 DY0099'CORNER OF THE BUILDING AND 2.2 FEET EAST OF THE EAST CURB OF
 DY0099'MITCHELL AVENUE.  A CITY OF LONG BEACH STANDARD DISK, STAMPED
 DY0099'2 AND SET IN THE TOP OF A CONCRETE POST ABOUT 15 INCHES UNDER
 DY0099'GROUND, ACCESS TO WHICH IS HAS THROUGH A 6-INCH IRON PIPE WITH
 DY0099'A COVER MARKED LBBM.  A CONCRETE SIDEWALK IS NOW OVER THE
 DY0099'LOCATION DESCRIBED IN LITHO LIST DATED JULY 10, 1947.  THE MARK
 DY0099'WAS PROBABLY EITHER DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0109 ***********************************************************************
 HT0109  DESIGNATION -  2 C OF WC
 HT0109  PID         -  HT0109
 HT0109  STATE/COUNTY-  CA/CONTRA COSTA
 HT0109  USGS QUAD   -  WALNUT CREEK (1995)
 HT0109
 HT0109                         *CURRENT SURVEY CONTROL
 HT0109  ___________________________________________________________________
 HT0109* NAD 83(1986)-  37 54 02.     (N)    122 03 30.     (W)     SCALED    
 HT0109* NAVD 88     -        41.82   (+/-2cm)     137.2    (feet)  VERTCON   
 HT0109  ___________________________________________________________________
 HT0109  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 HT0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0109
 HT0109.The horizontal coordinates were scaled from a topographic map and have
 HT0109.an estimated accuracy of +/- 6 seconds.
 HT0109
 HT0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0109.The vertical order pertains to the NGVD 29 superseded value.
 HT0109
 HT0109.The geoid height was determined by GEOID03.
 HT0109
 HT0109;                    North         East    Units  Estimated Accuracy
 HT0109;SPC CA 3     -   656,580.    1,862,960.      MT  (+/- 180 meters Scaled)
 HT0109
 HT0109                          SUPERSEDED SURVEY CONTROL
 HT0109
 HT0109  NGVD 29 (??/??/92)   41.01   (m)          134.5    (f) COMPUTED    1 2
 HT0109
 HT0109.Superseded values are not recommended for survey control.
 HT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0109.See file dsdata.txt to determine how the superseded data were derived.
 HT0109
 HT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG827951(NAD 83)
 HT0109_MARKER: DD = SURVEY DISK
 HT0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0109_SP_SET: SIDEWALK
 HT0109_STAMPING: 2
 HT0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0109+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 HT0109
 HT0109  HISTORY     - Date     Condition        Report By
 HT0109  HISTORY     - UNK      MONUMENTED       CA4070
 HT0109  HISTORY     - 1958     GOOD             NGS
 HT0109  HISTORY     - 1987     POOR             USPSQD
 HT0109  HISTORY     - 1997     GOOD             USPSQD
 HT0109  HISTORY     - 20051111 GOOD             GEOCAC
 HT0109
 HT0109                          STATION DESCRIPTION
 HT0109
 HT0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0109'AT WALNUT CREEK.
 HT0109'AT WALNUT CREEK, AT THE JUNCTION OF LINCOLN AVENUE AND LIVE OAK
 HT0109'WAY, AT A CONCRETE BRIDGE OVER WALNUT CREEK, IN THE TOP OF THE
 HT0109'NORTHEAST CONCRETE SIDEWALK, 18 FEET NORTHEAST OF THE CENTER
 HT0109'LINE OF THE AVENUE, 3.6 FEET SOUTHEAST OF THE NORTHWEST END OF
 HT0109'THE SIDEWALK, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 HT0109
 HT0109                          STATION RECOVERY (1987)
 HT0109
 HT0109'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0109'MARK RECOVERED IN POOR CONDITION.
 HT0109
 HT0109                          STATION RECOVERY (1997)
 HT0109
 HT0109'RECOVERY NOTE BY US POWER SQUADRON 1997
 HT0109'RECOVERED IN GOOD CONDITION.
 HT0109
 HT0109                          STATION RECOVERY (2005)
 HT0109
 HT0109'RECOVERY NOTE BY GEOCACHING 2005
 HT0109'RECOVERED IN GOOD CONDITION AT N 37  54.044 W 122  03.575 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0843 ***********************************************************************
 GU0843  DESIGNATION -  2 C USGS
 GU0843  PID         -  GU0843
 GU0843  STATE/COUNTY-  CA/FRESNO
 GU0843  USGS QUAD   -  LEVIS (1984)
 GU0843
 GU0843                         *CURRENT SURVEY CONTROL
 GU0843  ___________________________________________________________________
 GU0843* NAD 83(1986)-  36 30 56.     (N)    120 23 23.     (W)     SCALED    
 GU0843* NAVD 88     -       118.73   (+/-2cm)     389.5    (feet)  VERTCON   
 GU0843  ___________________________________________________________________
 GU0843  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0843  VERT ORDER  -  THIRD (See Below)
 GU0843
 GU0843.The horizontal coordinates were scaled from a topographic map and have
 GU0843.an estimated accuracy of +/- 6 seconds.
 GU0843
 GU0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0843.The vertical order pertains to the NGVD 29 superseded value.
 GU0843
 GU0843.The geoid height was determined by GEOID03.
 GU0843
 GU0843;                    North         East    Units  Estimated Accuracy
 GU0843;SPC CA 4     -   632,080.    1,875,530.      MT  (+/- 180 meters Scaled)
 GU0843
 GU0843                          SUPERSEDED SURVEY CONTROL
 GU0843
 GU0843  NGVD 29 (??/??/??)  117.88   (m)          386.7    (f) RESET       3  
 GU0843
 GU0843.Superseded values are not recommended for survey control.
 GU0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0843.See file dsdata.txt to determine how the superseded data were derived.
 GU0843
 GU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF337443(NAD 83)
 GU0843_MARKER: B = BOLT
 GU0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0843+STABILITY: SURFACE MOTION
 GU0843
 GU0843  HISTORY     - Date     Condition        Report By
 GU0843  HISTORY     - UNK      MONUMENTED       USGS
 GU0843  HISTORY     - 1957     GOOD             NGS
 GU0843  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0843
 GU0843                          STATION DESCRIPTION
 GU0843
 GU0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU0843'16.6 MI S FROM MENDOTA.
 GU0843'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN
 GU0843'PACIFIC COMPANY RAILROAD STATION AT MENDOTA, THENCE 15.9 MILES
 GU0843'SOUTH ALONG STATE HIGHWAY 33, IN R 14 E, T 16 S, S 25, AT U.S.
 GU0843'GEOLOGICAL SURVEY SHALLOW SUBSIDENCE TEST PLOT C, 0.1 MILE
 GU0843'SOUTHWEST OF THE INTERSECTION OF CONEJO AVENUE, 440 FEET WEST OF
 GU0843'THE CENTER LINE OF THE HIGHWAY, 649 FEET SOUTH OF THE CENTER
 GU0843'LINE OF THE AVENUE, 196 FEET SOUTH OF THE CENTER ROD OF THE
 GU0843'TEST PLOT, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GU0843'THE GROUND.
 GU0843
 GU0843                          STATION RECOVERY (1963)
 GU0843
 GU0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0102 ***********************************************************************
 DZ0102  DESIGNATION -  2 CAHD
 DZ0102  PID         -  DZ0102
 DZ0102  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0102  USGS QUAD   -  LOMPOC (1982)
 DZ0102
 DZ0102                         *CURRENT SURVEY CONTROL
 DZ0102  ___________________________________________________________________
 DZ0102* NAD 83(1986)-  34 40 07.     (N)    120 27 26.     (W)     SCALED    
 DZ0102* NAVD 88     -        28.40   (+/-2cm)      93.2    (feet)  VERTCON   
 DZ0102  ___________________________________________________________________
 DZ0102  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DZ0102  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0102
 DZ0102.The horizontal coordinates were scaled from a topographic map and have
 DZ0102.an estimated accuracy of +/- 6 seconds.
 DZ0102
 DZ0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0102.The vertical order pertains to the NGVD 29 superseded value.
 DZ0102
 DZ0102.The geoid height was determined by GEOID03.
 DZ0102
 DZ0102;                    North         East    Units  Estimated Accuracy
 DZ0102;SPC CA 5     -   632,380.    1,774,820.      MT  (+/- 180 meters Scaled)
 DZ0102
 DZ0102                          SUPERSEDED SURVEY CONTROL
 DZ0102
 DZ0102  NGVD 29 (??/??/92)   27.626  (m)           90.64   (f) ADJ UNCH    1 2
 DZ0102
 DZ0102.Superseded values are not recommended for survey control.
 DZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0102.See file dsdata.txt to determine how the superseded data were derived.
 DZ0102
 DZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD329392(NAD 83)
 DZ0102_MARKER: R = RIVET
 DZ0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0102_SP_SET: CURB
 DZ0102_STAMPING: 2
 DZ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0102
 DZ0102  HISTORY     - Date     Condition        Report By
 DZ0102  HISTORY     - UNK      MONUMENTED       CADH
 DZ0102  HISTORY     - 1956     GOOD             NGS
 DZ0102
 DZ0102                          STATION DESCRIPTION
 DZ0102
 DZ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0102'1.9 MI N FROM LOMPOC.
 DZ0102'1.9 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA
 DZ0102'AT LOMPOC, AT CONCRETE BRIDGE 51-97 OVER THE SANTA YNEZ RIVER,
 DZ0102'IN THE TOP OF THE EAST CONCRETE CURB, 20 FEET NORTH OF THE SOUTH
 DZ0102'END, 13.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 DZ0102'WEST OF THE WEST EDGE OF THE EAST GUARDRAIL, AND ABOUT 1 FOOT
 DZ0102'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0625 ***********************************************************************
 KS0625  DESIGNATION -  2 CAHD
 KS0625  PID         -  KS0625
 KS0625  STATE/COUNTY-  CA/BUTTE
 KS0625  USGS QUAD   -  PULGA (1994)
 KS0625
 KS0625                         *CURRENT SURVEY CONTROL
 KS0625  ___________________________________________________________________
 KS0625* NAD 83(1986)-  39 45 01.     (N)    121 28 56.     (W)     SCALED    
 KS0625* NAVD 88     -       667.778  (meters)    2190.87   (feet)  ADJUSTED  
 KS0625  ___________________________________________________________________
 KS0625  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 KS0625  DYNAMIC HT  -         667.316 (meters)    2189.35  (feet)  COMP
 KS0625  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 KS0625
 KS0625  VERT ORDER  -  FIRST     CLASS II
 KS0625
 KS0625.The horizontal coordinates were scaled from a topographic map and have
 KS0625.an estimated accuracy of +/- 6 seconds.
 KS0625
 KS0625.The orthometric height was determined by differential leveling
 KS0625.and adjusted in June 1991.
 KS0625.WARNING-Repeat measurements at this control monument indicate possible
 KS0625.vertical movement.
 KS0625
 KS0625.The geoid height was determined by GEOID03.
 KS0625
 KS0625.The dynamic height is computed by dividing the NAVD 88
 KS0625.geopotential number by the normal gravity value computed on the
 KS0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0625.degrees latitude (g = 980.6199 gals.).
 KS0625
 KS0625.The modeled gravity was interpolated from observed gravity values.
 KS0625
 KS0625;                    North         East    Units  Estimated Accuracy
 KS0625;SPC CA 2     -   731,430.    2,044,380.      MT  (+/- 180 meters Scaled)
 KS0625
 KS0625                          SUPERSEDED SURVEY CONTROL
 KS0625
 KS0625  NGVD 29 (??/??/??)  667.011  (m)         2188.35   (f) ADJUSTED    1 2
 KS0625
 KS0625.Superseded values are not recommended for survey control.
 KS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0625.See file dsdata.txt to determine how the superseded data were derived.
 KS0625
 KS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK300011(NAD 83)
 KS0625_MARKER: DD = SURVEY DISK
 KS0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0625_SP_SET: CULVERT
 KS0625_STAMPING: 2196.05 2
 KS0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0625
 KS0625  HISTORY     - Date     Condition        Report By
 KS0625  HISTORY     - UNK      MONUMENTED       CADH
 KS0625  HISTORY     - 1952     GOOD             NGS
 KS0625  HISTORY     - 1974     GOOD             USGS
 KS0625  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0625
 KS0625                          STATION DESCRIPTION
 KS0625
 KS0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0625'5.4 MI SW FROM PULGA.
 KS0625'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0625'PULGA, THENCE 4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 24, 0.15
 KS0625'MILE NORTH OF THE GRAND VIEW LODGE, SET IN THE TOP OF THE
 KS0625'NORTH END OF THE WEST CONCRETE HEADWALL OF HIGHWAY CULVERT NO.
 KS0625'C 60+54.8, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KS0625'HIGHWAY, 0.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 KS0625'WEST CONCRETE HEADWALL, ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- 1956
 KS0625'STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE.  NOTE-- 1974
 KS0625'U.S. HIGHWAY 40 IS NOW STATE HIGHWAY 70.
 KS0625
 KS0625                          STATION RECOVERY (1974)
 KS0625
 KS0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0625'RECOVERED IN GOOD CONDITION.
 KS0625
 KS0625                          STATION RECOVERY (2004)
 KS0625
 KS0625'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0080 ***********************************************************************
 HT0080  DESIGNATION -  2 CCC
 HT0080  PID         -  HT0080
 HT0080  STATE/COUNTY-  CA/CONTRA COSTA
 HT0080  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0080
 HT0080                         *CURRENT SURVEY CONTROL
 HT0080  ___________________________________________________________________
 HT0080* NAD 83(1986)-  37 53 33.     (N)    122 10 15.     (W)     SCALED    
 HT0080* NAVD 88     -       200.27   (+/-2cm)     657.1    (feet)  VERTCON   
 HT0080  ___________________________________________________________________
 HT0080  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0080  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0080
 HT0080.The horizontal coordinates were scaled from a topographic map and have
 HT0080.an estimated accuracy of +/- 6 seconds.
 HT0080
 HT0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0080.The vertical order pertains to the NGVD 29 superseded value.
 HT0080
 HT0080.The geoid height was determined by GEOID03.
 HT0080
 HT0080;                    North         East    Units  Estimated Accuracy
 HT0080;SPC CA 3     -   655,850.    1,853,050.      MT  (+/- 180 meters Scaled)
 HT0080
 HT0080                          SUPERSEDED SURVEY CONTROL
 HT0080
 HT0080  NGVD 29 (??/??/92)  199.42   (m)          654.3    (f) COMPUTED    1 2
 HT0080
 HT0080.Superseded values are not recommended for survey control.
 HT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0080.See file dsdata.txt to determine how the superseded data were derived.
 HT0080
 HT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG729942(NAD 83)
 HT0080_MARKER: Z = SEE DESCRIPTION
 HT0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0080+STABILITY: SURFACE MOTION
 HT0080
 HT0080  HISTORY     - Date     Condition        Report By
 HT0080  HISTORY     - UNK      MONUMENTED       CA-013
 HT0080  HISTORY     - 1958     GOOD             NGS
 HT0080  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0080
 HT0080                          STATION DESCRIPTION
 HT0080
 HT0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0080'1.8 MI NE FROM ORINDA VILLAGE.
 HT0080'1.0 MILE NORTHEAST ALONG CAMINO SOBRANTE FROM THE Y JUNCTION OF
 HT0080'ORINDA WAY AT ORINDA VILLAGE, THENCE 0.2 MILE NORTHEAST ALONG
 HT0080'LAS CASCADES, THENCE 0.05 MILE EAST ALONG LAS AROMAS, THENCE 0.1
 HT0080'MILE EAST ALONG A TRACK ROAD, THENCE 0.3 MILE SOUTHEAST ALONG
 HT0080'EAST ALTARINDA DRIVE, THENCE 0.1 MILE SOUTH ALONG SAINT STEPHENS
 HT0080'DRIVE, 3.1 MILES WEST OF LA FAYETTE, NEAR THE JUNCTION OF STATE
 HT0080'HIGHWAY 24, AT THE T JUNCTION OF CHARLES HILL ROAD, IN THE
 HT0080'CENTER OF THE JUNCTION, SET IN THE TOP OF A CONCRETE POST ABOUT
 HT0080'1 FOOT UNDERGROUND, AND COVERED BY AN 8-INCH CAST IRON COVER
 HT0080'SCRIBED CCC MONUMENT.
 HT0080
 HT0080                          STATION RECOVERY (1987)
 HT0080
 HT0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1034 ***********************************************************************
 DC1034  DESIGNATION -  2 CSPC
 DC1034  PID         -  DC1034
 DC1034  STATE/COUNTY-  CA/SAN DIEGO
 DC1034  USGS QUAD   -  LA JOLLA (1975)
 DC1034
 DC1034                         *CURRENT SURVEY CONTROL
 DC1034  ___________________________________________________________________
 DC1034* NAD 83(1986)-  32 45 21.     (N)    117 13 13.     (W)     SCALED    
 DC1034* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 DC1034  ___________________________________________________________________
 DC1034  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DC1034  VERT ORDER  -  ? (See Below)
 DC1034
 DC1034.The horizontal coordinates were scaled from a topographic map and have
 DC1034.an estimated accuracy of +/- 6 seconds.
 DC1034
 DC1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1034.The vertical order pertains to the NGVD 29 superseded value.
 DC1034
 DC1034.The geoid height was determined by GEOID03.
 DC1034
 DC1034;                    North         East    Units  Estimated Accuracy
 DC1034;SPC CA 6     -   565,760.    1,909,080.      MT  (+/- 180 meters Scaled)
 DC1034
 DC1034                          SUPERSEDED SURVEY CONTROL
 DC1034
 DC1034  NGVD 29 (??/??/??)    2.814  (m)            9.23   (f) ADJUSTED    ?  
 DC1034
 DC1034.Superseded values are not recommended for survey control.
 DC1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1034.See file dsdata.txt to determine how the superseded data were derived.
 DC1034
 DC1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS793242(NAD 83)
 DC1034_MARKER: DD = SURVEY DISK
 DC1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1034_SP_SET: CURB
 DC1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1034
 DC1034  HISTORY     - Date     Condition        Report By
 DC1034  HISTORY     - UNK      MONUMENTED       CASPC
 DC1034  HISTORY     - 1940     GOOD             NGS
 DC1034  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1034
 DC1034                          STATION DESCRIPTION
 DC1034
 DC1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 DC1034'AT MISSION BEACH.
 DC1034'THE MARK IS LOCATED ON THE MISSION BEACH BRIDGE, IN THE TOP OF
 DC1034'THE CURB AT THE EAST SIDE OF THE ROADWAY, 9 FEET SOUTH OF THE
 DC1034'SOUTH END OF THE MISSION BEACH BRIDGE.  IT IS A 1/2 INCH BRASS
 DC1034'PLUG SET IN A DRILL HOLE IN A CONCRETE CURB.  IT WAS ESTABLISHED
 DC1034'BY THE STATE PARK COMMISSION.
 DC1034
 DC1034                          STATION RECOVERY (1955)
 DC1034
 DC1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DC1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8632 ***********************************************************************
 AB8632  DESIGNATION -  2 D 28 70
 AB8632  PID         -  AB8632
 AB8632  STATE/COUNTY-  CA/ORANGE
 AB8632  USGS QUAD   -  LA HABRA (1981)
 AB8632
 AB8632                         *CURRENT SURVEY CONTROL
 AB8632  ___________________________________________________________________
 AB8632* NAD 83(1986)-  33 52 55.     (N)    117 53 24.     (W)     SCALED    
 AB8632* NAVD 88     -        72.112  (meters)     236.59   (feet)  ADJUSTED  
 AB8632  ___________________________________________________________________
 AB8632  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AB8632  DYNAMIC HT  -          72.034 (meters)     236.33  (feet)  COMP
 AB8632  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 AB8632
 AB8632  VERT ORDER  -  FIRST     CLASS II
 AB8632
 AB8632.The horizontal coordinates were scaled from a topographic map and have
 AB8632.an estimated accuracy of +/- 6 seconds.
 AB8632
 AB8632.The orthometric height was determined by differential leveling
 AB8632.and adjusted in February 1997.
 AB8632
 AB8632.The geoid height was determined by GEOID03.
 AB8632
 AB8632.The dynamic height is computed by dividing the NAVD 88
 AB8632.geopotential number by the normal gravity value computed on the
 AB8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8632.degrees latitude (g = 980.6199 gals.).
 AB8632
 AB8632.The modeled gravity was interpolated from observed gravity values.
 AB8632
 AB8632;                    North         East    Units  Estimated Accuracy
 AB8632;SPC CA 6     -   691,430.    1,848,290.      MT  (+/- 180 meters Scaled)
 AB8632
 AB8632                          SUPERSEDED SURVEY CONTROL
 AB8632
 AB8632.No superseded survey control is available for this station.
 AB8632
 AB8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT176494(NAD 83)
 AB8632_MARKER: DD = SURVEY DISK
 AB8632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8632_SP_SET: CATCH BASIN
 AB8632_STAMPING: 2D 28 70
 AB8632_MARK LOGO: CA-059
 AB8632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8632+STABILITY: SURFACE MOTION
 AB8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8632+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1993
 AB8632
 AB8632  HISTORY     - Date     Condition        Report By
 AB8632  HISTORY     - 1970     MONUMENTED       CA-059
 AB8632  HISTORY     - 19930901 GOOD             MWDSC
 AB8632  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 AB8632  HISTORY     - 20070415 MARK NOT FOUND   GEOCAC
 AB8632
 AB8632                          STATION DESCRIPTION
 AB8632
 AB8632'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993 (JDG)
 AB8632'FULLERTON, NEAR NORTHEAST CORNER OF INTERSECTION OF STATE COLLEGE BLVD
 AB8632'AND DOROTHY LANE, 63 FEET (19.2 M) NORTH OF CENTERLINE OF DOROTHY
 AB8632'LANE, 42 FEET (12.8 M) EAST OF CENTERLINE OF STATE COLLEGE BLVD, FLUSH
 AB8632'IN TOP OF NORTHWEST CORNER OF 15.5 FEET (4.7 M) BY 4 FEET (1.2 M)
 AB8632'CONCRETE CATCH BASIN, A 3 1/2 INCH ORANGE COUNTY SURVEYOR ALUMINUM
 AB8632'DISK STAMPED - 2D 28 70.  NEAR OCF STA.  1027+00.  REFERENCE MWD FB
 AB8632'2011 03 045.
 AB8632
 AB8632                          STATION RECOVERY (2006)
 AB8632
 AB8632'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 AB8632'MARK NOT FOUND.
 AB8632
 AB8632                          STATION RECOVERY (2007)
 AB8632
 AB8632'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8632'NEW CATCH BASIN AND NEW MARK FOUND IN DESCRIBED LOCATION.  NEW MARK IS
 AB8632'ORANGE COUNTY SURVEYOR 2D-37-06.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3717 ***********************************************************************
 FU3717  DESIGNATION -  2 D BOC
 FU3717  PID         -  FU3717
 FU3717  STATE/COUNTY-  CA/KERN
 FU3717  USGS QUAD   -  BLACKWELLS CORNER (1982)
 FU3717
 FU3717                         *CURRENT SURVEY CONTROL
 FU3717  ___________________________________________________________________
 FU3717* NAD 83(1992)-  35 30 56.70484(N)    119 47 47.55161(W)     ADJUSTED  
 FU3717* NAVD 88     -              **(meters)            **(feet)            
 FU3717  ___________________________________________________________________
 FU3717  EPOCH DATE  -        1991.35
 FU3717  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FU3717  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 FU3717  HORZ ORDER  -  THIRD
 FU3717
 FU3717.The horizontal coordinates were established by classical geodetic methods
 FU3717.and adjusted by the National Geodetic Survey in June 1996.
 FU3717.The horizontal coordinates are valid at the epoch date displayed above.
 FU3717.The epoch date for horizontal control is a decimal equivalence
 FU3717.of Year/Month/Day.
 FU3717
 FU3717
 FU3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU3717
 FU3717.The geoid height was determined by GEOID03.
 FU3717
 FU3717;                    North         East     Units Scale Factor Converg.
 FU3717;SPC CA 5     -   725,062.966 1,837,039.527   MT  1.00001107   -1 01 26.6
 FU3717;SPC CA 5     - 2,378,810.75  6,027,020.51   sFT  1.00001107   -1 01 26.6
 FU3717;UTM  11      - 3,933,837.527   246,389.447   MT  1.00039268   -1 37 31.6
 FU3717
 FU3717                          SUPERSEDED SURVEY CONTROL
 FU3717
 FU3717  NAD 83(1992)-  35 30 56.70819(N)    119 47 47.55027(W) AD(1991.35) 4
 FU3717  NAD 83(1986)-  35 30 56.69632(N)    119 47 47.54354(W) AD(1984.00) 4
 FU3717  NAD 27      -  35 30 56.83100(N)    119 47 44.06700(W) AD(       ) 3
 FU3717
 FU3717.Superseded values are not recommended for survey control.
 FU3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3717.See file dsdata.txt to determine how the superseded data were derived.
 FU3717
 FU3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4638933838(NAD 83)
 FU3717
 FU3717  HISTORY     - Date     Condition        Report By
 FU3717  HISTORY     - 1942     MONUMENTED       CGS
 FU3717
 FU3717                          STATION DESCRIPTION
 FU3717
 FU3717'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 FU3717'STATION IS ABOUT 6 MILES N OF S BELRIDGE, 2 MILES SW OF N
 FU3717'BELRIDGE, 1 MILE S OF STANDARD OIL COMPANY, MIDDLE PUMPING
 FU3717'STATION, AND 25 PACES N OF AN E-AND-W OILED ROAD.
 FU3717'
 FU3717'STATION IS PART OF A TRIANGULATION SYSTEM PUT IN BY THE
 FU3717'BELRIDGE OIL COMPANY.  MARK CONSISTS OF A 1-INCH IRON PIPE
 FU3717'WITH A WOODEN CORE PROJECTING 4 INCHES.
 FU3717'
 FU3717'AN INTERSECTION STATION LOCATED BY THEODOLITE CUTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0395 ***********************************************************************
 DW0395  DESIGNATION -  2 D MWDSC
 DW0395  PID         -  DW0395
 DW0395  STATE/COUNTY-  CA/RIVERSIDE
 DW0395  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0395
 DW0395                         *CURRENT SURVEY CONTROL
 DW0395  ___________________________________________________________________
 DW0395* NAD 83(1986)-  33 40 12.     (N)    115 51 52.     (W)     SCALED    
 DW0395* NAVD 88     -       471.86   (+/-2cm)    1548.1    (feet)  VERTCON   
 DW0395  ___________________________________________________________________
 DW0395  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW0395  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0395
 DW0395.The horizontal coordinates were scaled from a topographic map and have
 DW0395.an estimated accuracy of +/- 6 seconds.
 DW0395
 DW0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0395.The vertical order pertains to the NGVD 29 superseded value.
 DW0395
 DW0395.The geoid height was determined by GEOID03.
 DW0395
 DW0395;                    North         East    Units  Estimated Accuracy
 DW0395;SPC CA 6     -   666,790.    2,035,760.      MT  (+/- 180 meters Scaled)
 DW0395
 DW0395                          SUPERSEDED SURVEY CONTROL
 DW0395
 DW0395  NGVD 29 (??/??/??)  471.148  (m)         1545.76   (f) ADJUSTED    1 2
 DW0395
 DW0395.Superseded values are not recommended for survey control.
 DW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0395.See file dsdata.txt to determine how the superseded data were derived.
 DW0395
 DW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT052261(NAD 83)
 DW0395_MARKER: DD = SURVEY DISK
 DW0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0395+STABILITY: SURFACE MOTION
 DW0395
 DW0395  HISTORY     - Date     Condition        Report By
 DW0395  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0395  HISTORY     - 1931     GOOD             MWDSC
 DW0395  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0395
 DW0395                          STATION DESCRIPTION
 DW0395
 DW0395'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0395'27.6 MI E FROM INDIO.
 DW0395'4.1 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DW0395'WEST CUT-OFF ROAD, ABOUT 200 FEET NORTH OF THE ROAD, ON A
 DW0395'FLAT-TOPPED BLACK RIDGE, EAST OF A LARGE WASH, AND SURROUNDED
 DW0395'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0395'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DW0395'FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL
 DW0395'WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0395
 DW0395                          STATION RECOVERY (1985)
 DW0395
 DW0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7037 ***********************************************************************
 EW7037  DESIGNATION -  2 DBK
 EW7037  PID         -  EW7037
 EW7037  STATE/COUNTY-  CA/LOS ANGELES
 EW7037  USGS QUAD   -  LEBEC (1991)
 EW7037
 EW7037                         *CURRENT SURVEY CONTROL
 EW7037  ___________________________________________________________________
 EW7037* NAD 83(1986)-  34 46 20.     (N)    118 46 05.     (W)     SCALED    
 EW7037* NAVD 88     -      1015.695  (meters)    3332.33   (feet)  ADJUSTED  
 EW7037  ___________________________________________________________________
 EW7037  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW7037  DYNAMIC HT  -        1014.490 (meters)    3328.37  (feet)  COMP
 EW7037  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 EW7037
 EW7037  VERT ORDER  -  FIRST     CLASS II
 EW7037
 EW7037.The horizontal coordinates were scaled from a topographic map and have
 EW7037.an estimated accuracy of +/- 6 seconds.
 EW7037
 EW7037.The orthometric height was determined by differential leveling
 EW7037.and adjusted in June 1991.
 EW7037
 EW7037.The geoid height was determined by GEOID03.
 EW7037
 EW7037.The dynamic height is computed by dividing the NAVD 88
 EW7037.geopotential number by the normal gravity value computed on the
 EW7037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7037.degrees latitude (g = 980.6199 gals.).
 EW7037
 EW7037.The modeled gravity was interpolated from observed gravity values.
 EW7037
 EW7037;                    North         East    Units  Estimated Accuracy
 EW7037;SPC CA 5     -   641,390.    1,929,700.      MT  (+/- 180 meters Scaled)
 EW7037
 EW7037                          SUPERSEDED SURVEY CONTROL
 EW7037
 EW7037.No superseded survey control is available for this station.
 EW7037
 EW7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU382492(NAD 83)
 EW7037_MARKER: DB = BENCH MARK DISK
 EW7037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW7037_SP_SET: CONCRETE AQUEDUCT
 EW7037_STAMPING: 2 DBK 1983
 EW7037_MARK LOGO: USGS  
 EW7037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7037
 EW7037  HISTORY     - Date     Condition        Report By
 EW7037  HISTORY     - 1983     MONUMENTED       USGS
 EW7037  HISTORY     - 1984     GOOD             NGS
 EW7037  HISTORY     - 1985     GOOD             NGS
 EW7037  HISTORY     - 1986     GOOD             NGS
 EW7037  HISTORY     - 1987     GOOD             NGS
 EW7037
 EW7037                          STATION DESCRIPTION
 EW7037
 EW7037'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7037'5 MI ESE FROM GORMAN.
 EW7037'4 MI ESE ALONG GORMAN-POST ROAD FROM GORMAN TO STATE HWY 138, THENCE
 EW7037'0.5 MI EAST ALONG HWY 138 TO THE MAIN CANAL OF AQUEDUCT CROSSING,
 EW7037'THENCE 0.5 MI SSW ALONG SOUTH SERVICE ROAD.  11.0 FT NORTH OF CENTER
 EW7037'LINE OF SERVICE ROAD, 53.0  FT NORTH OF CONCRETE DRAINAGE DITCH, 0.1
 EW7037'MI WEST OF CURVE IN CANAL, LEVEL WITH ROAD.  SET IN SOUTH LINING OF
 EW7037'AQUEDUCT.
 EW7037
 EW7037                          STATION RECOVERY (1984)
 EW7037
 EW7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7037'RECOVERED IN GOOD CONDITION.
 EW7037
 EW7037                          STATION RECOVERY (1985)
 EW7037
 EW7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7037'RECOVERED IN GOOD CONDITION.
 EW7037
 EW7037                          STATION RECOVERY (1986)
 EW7037
 EW7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7037'RECOVERED IN GOOD CONDITION.
 EW7037
 EW7037                          STATION RECOVERY (1987)
 EW7037
 EW7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1060 ***********************************************************************
 DW1060  DESIGNATION -  2 DM 19 2 SCECO
 DW1060  PID         -  DW1060
 DW1060  STATE/COUNTY-  CA/RIVERSIDE
 DW1060  USGS QUAD   -  VICTORY PASS (1987)
 DW1060
 DW1060                         *CURRENT SURVEY CONTROL
 DW1060  ___________________________________________________________________
 DW1060* NAD 83(1986)-  33 50 45.     (N)    115 24 09.     (W)     SCALED    
 DW1060* NAVD 88     -       232.594  (meters)     763.10   (feet)  ADJUSTED  
 DW1060  ___________________________________________________________________
 DW1060  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DW1060  DYNAMIC HT  -         232.337 (meters)     762.26  (feet)  COMP
 DW1060  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 DW1060  OBS GRAVITY -     979,523.5   (mgal)                       GRAV_OBS
 DW1060
 DW1060  VERT ORDER  -  FIRST     CLASS I
 DW1060
 DW1060.The horizontal coordinates were scaled from a topographic map and have
 DW1060.an estimated accuracy of +/- 6 seconds.
 DW1060
 DW1060.The orthometric height was determined by differential leveling
 DW1060.and adjusted in June 1991.
 DW1060
 DW1060.The geoid height was determined by GEOID03.
 DW1060
 DW1060.The dynamic height is computed by dividing the NAVD 88
 DW1060.geopotential number by the normal gravity value computed on the
 DW1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1060.degrees latitude (g = 980.6199 gals.).
 DW1060
 DW1060.The modeled gravity was interpolated from observed gravity values.
 DW1060.The observed gravity was obtained from relative gravimeter ties
 DW1060.to the IGSN71 gravity network.
 DW1060
 DW1060;                    North         East    Units  Estimated Accuracy
 DW1060;SPC CA 6     -   686,550.    2,078,440.      MT  (+/- 180 meters Scaled)
 DW1060
 DW1060                          SUPERSEDED SURVEY CONTROL
 DW1060
 DW1060  NGVD 29 (??/??/92)  231.910  (m)          760.86   (f) ADJ UNCH    1 1
 DW1060
 DW1060.Superseded values are not recommended for survey control.
 DW1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1060.See file dsdata.txt to determine how the superseded data were derived.
 DW1060
 DW1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT477462(NAD 83)
 DW1060_MARKER: P = PIPE CAP
 DW1060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW1060_SP_SET: SHALLOW-SET PIPE
 DW1060_STAMPING: 2-DM 19-2
 DW1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1060
 DW1060  HISTORY     - Date     Condition        Report By
 DW1060  HISTORY     - UNK      MONUMENTED
 DW1060  HISTORY     - 1978     GOOD             NGS
 DW1060
 DW1060                          STATION DESCRIPTION
 DW1060
 DW1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1060'3.7 MI NE FROM EAGLE MOUNTAIN.
 DW1060'3.7 MILES NORTHEAST ALONG THE POWERLINE SERVICE ROAD FROM THE EAGLE
 DW1060'MOUNTAIN PUMPING STATION AND SUBSTATION AT EAGLE MOUNTAIN, 99.5 FT.
 DW1060'NORTHEAST OF A GRAVEL ROAD CROSSING THE POWERLINE SERVICE, 229 FT.
 DW1060'NORTH OF THE INTERSECTION OF THE POWERLINE SERVICE ROAD AND A GRAVEL
 DW1060'ROAD CROSSING THE POWERLINE SERVICE ROAD, 0.05 MILES NORTHEAST OF
 DW1060'HIGH TENSION TOWER NUMBER 159 W 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1062 ***********************************************************************
 DW1062  DESIGNATION -  2 DM PI 20 SCECO
 DW1062  PID         -  DW1062
 DW1062  STATE/COUNTY-  CA/RIVERSIDE
 DW1062  USGS QUAD   -  VICTORY PASS (1987)
 DW1062
 DW1062                         *CURRENT SURVEY CONTROL
 DW1062  ___________________________________________________________________
 DW1062* NAD 83(1986)-  33 49 44.     (N)    115 25 25.     (W)     SCALED    
 DW1062* NAVD 88     -       252.444  (meters)     828.23   (feet)  ADJUSTED  
 DW1062  ___________________________________________________________________
 DW1062  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW1062  DYNAMIC HT  -         252.165 (meters)     827.31  (feet)  COMP
 DW1062  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 DW1062
 DW1062  VERT ORDER  -  FIRST     CLASS I
 DW1062
 DW1062.The horizontal coordinates were scaled from a topographic map and have
 DW1062.an estimated accuracy of +/- 6 seconds.
 DW1062
 DW1062.The orthometric height was determined by differential leveling
 DW1062.and adjusted in June 1991.
 DW1062
 DW1062.The geoid height was determined by GEOID03.
 DW1062
 DW1062.The dynamic height is computed by dividing the NAVD 88
 DW1062.geopotential number by the normal gravity value computed on the
 DW1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1062.degrees latitude (g = 980.6199 gals.).
 DW1062
 DW1062.The modeled gravity was interpolated from observed gravity values.
 DW1062
 DW1062;                    North         East    Units  Estimated Accuracy
 DW1062;SPC CA 6     -   684,650.    2,076,500.      MT  (+/- 180 meters Scaled)
 DW1062
 DW1062                          SUPERSEDED SURVEY CONTROL
 DW1062
 DW1062  NGVD 29 (??/??/92)  251.759  (m)          825.98   (f) ADJ UNCH    1 1
 DW1062
 DW1062.Superseded values are not recommended for survey control.
 DW1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1062.See file dsdata.txt to determine how the superseded data were derived.
 DW1062
 DW1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT458443(NAD 83)
 DW1062_MARKER: DD = SURVEY DISK
 DW1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW1062_SP_SET: SHALLOW-SET PIPE
 DW1062_STAMPING: 2-DM PI 20
 DW1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1062
 DW1062  HISTORY     - Date     Condition        Report By
 DW1062  HISTORY     - UNK      MONUMENTED       SCECO
 DW1062  HISTORY     - 1978     GOOD             NGS
 DW1062
 DW1062                          STATION DESCRIPTION
 DW1062
 DW1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1062'2.0 MI NE FROM EAGLE MOUNTAIN.
 DW1062'2.0 MILES NORTHEAST ALONG THE POWERLINE SERVICE ROAD FROM THE EAGLE
 DW1062'MOUNTAIN PUMPING STATION AND SUBSTATION, AT EAGLE MOUNTAIN, 0.05 MILE
 DW1062'SOUTHWEST OF HIGH TENSION TOWER 161 W 1, 0.05 MILE NORTHEAST OF HIGH
 DW1062'TENSION TOWER 161 W 2, 213 FT. NORTHWEST OF THE CENTER OF THE
 DW1062'POWERLINE SERVICE ROAD, 0.3 MILE NORTHEAST OF A PAVED ROAD CROSSING,
 DW1062'THE PAVED ROAD IS KAISER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3491 ***********************************************************************
 EV3491  DESIGNATION -  2 DOR
 EV3491  PID         -  EV3491
 EV3491  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3491  USGS QUAD   -  SUNFAIR (1994)
 EV3491
 EV3491                         *CURRENT SURVEY CONTROL
 EV3491  ___________________________________________________________________
 EV3491* NAD 83(1986)-  34 08 06.     (N)    116 09 02.     (W)     SCALED    
 EV3491* NAVD 88     -       761.647  (meters)    2498.84   (feet)  READJUSTED
 EV3491  ___________________________________________________________________
 EV3491  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EV3491  DYNAMIC HT  -         760.730 (meters)    2495.83  (feet)  COMP
 EV3491  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 EV3491
 EV3491  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3491
 EV3491.The horizontal coordinates were scaled from a topographic map and have
 EV3491.an estimated accuracy of +/- 6 seconds.
 EV3491
 EV3491.The orthometric height was determined by differential leveling
 EV3491.and adjusted in February 1993.
 EV3491.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3491.distribution rate of 0.0 thru 1.0 mm/km.
 EV3491.The height was derived from older observations constrained to new
 EV3491.heights in a crustal motion area.  The height is approximate in
 EV3491.relation to other heights in its vicinity.
 EV3491
 EV3491.The geoid height was determined by GEOID03.
 EV3491
 EV3491.The dynamic height is computed by dividing the NAVD 88
 EV3491.geopotential number by the normal gravity value computed on the
 EV3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3491.degrees latitude (g = 980.6199 gals.).
 EV3491
 EV3491.The modeled gravity was interpolated from observed gravity values.
 EV3491
 EV3491;                    North         East    Units  Estimated Accuracy
 EV3491;SPC CA 5     -   572,010.    2,170,580.      MT  (+/- 180 meters Scaled)
 EV3491
 EV3491                          SUPERSEDED SURVEY CONTROL
 EV3491
 EV3491  NGVD 29 (??/??/92)  760.887  (m)         2496.34   (f) ADJ UNCH    1 1
 EV3491
 EV3491.Superseded values are not recommended for survey control.
 EV3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3491.See file dsdata.txt to determine how the superseded data were derived.
 EV3491
 EV3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT783774(NAD 83)
 EV3491_MARKER: DD = SURVEY DISK
 EV3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3491_SP_SET: CONCRETE POST
 EV3491_STAMPING: 2496 2 DOR 1972
 EV3491_PROJECTION: PROJECTING 5 CENTIMETERS
 EV3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3491+STABILITY: SURFACE MOTION
 EV3491
 EV3491  HISTORY     - Date     Condition        Report By
 EV3491  HISTORY     - 1972     MONUMENTED       USGS
 EV3491  HISTORY     - 1976     GOOD             NGS
 EV3491  HISTORY     - 1978     GOOD             NGS
 EV3491  HISTORY     - 19941011 GOOD             USPSQD
 EV3491
 EV3491                          STATION DESCRIPTION
 EV3491
 EV3491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3491'5.55 MI WEST FROM TWENTYNINE PALMS.
 EV3491'5.55 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE
 EV3491'ROAD AT TWENTYNINE PALMS, AT THE T JUNCTION OF HIGHWAY 62 AND LEAR
 EV3491'AVENUE, 50 FT. SOUTH OF THE CENTER OF THE T JUNCTION, 34 FT. EAST OF
 EV3491'THE CENTER LINE OF A SIDE ROAD, 7.7 FT. EAST OF A LIGHT POWER POLE
 EV3491'41407 WITH A GUY WIRE.
 EV3491'THE MARK IS 2 FT  W FROM A WITNESS POST.
 EV3491'THE MARK IS 2 FT ABOVE HIGHWAY.
 EV3491
 EV3491                          STATION RECOVERY (1978)
 EV3491
 EV3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3491'RECOVERED IN GOOD CONDITION.
 EV3491
 EV3491                          STATION RECOVERY (1994)
 EV3491
 EV3491'RECOVERY NOTE BY US POWER SQUADRON 1994
 EV3491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1020 ***********************************************************************
 DB1020  DESIGNATION -  2 DOR USGS
 DB1020  PID         -  DB1020
 DB1020  STATE/COUNTY-  CA/IMPERIAL
 DB1020  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB1020
 DB1020                         *CURRENT SURVEY CONTROL
 DB1020  ___________________________________________________________________
 DB1020* NAD 83(1986)-  32 44 32.     (N)    115 44 21.     (W)     SCALED    
 DB1020* NAVD 88     -        -7.287  (meters)     -23.91   (feet)  READJUSTED
 DB1020  ___________________________________________________________________
 DB1020  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB1020  DYNAMIC HT  -          -7.280 (meters)     -23.88  (feet)  COMP
 DB1020  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DB1020
 DB1020  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1020
 DB1020.The horizontal coordinates were scaled from a topographic map and have
 DB1020.an estimated accuracy of +/- 6 seconds.
 DB1020
 DB1020.The orthometric height was determined by differential leveling
 DB1020.and adjusted in January 1995.
 DB1020.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1020.distribution rate of 0.0 thru 1.0 mm/km.
 DB1020.The height was derived from older observations constrained to new
 DB1020.heights in a crustal motion area.  The height is approximate in
 DB1020.relation to other heights in its vicinity.
 DB1020
 DB1020.The geoid height was determined by GEOID03.
 DB1020
 DB1020.The dynamic height is computed by dividing the NAVD 88
 DB1020.geopotential number by the normal gravity value computed on the
 DB1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1020.degrees latitude (g = 980.6199 gals.).
 DB1020
 DB1020.The modeled gravity was interpolated from observed gravity values.
 DB1020
 DB1020;                    North         East    Units  Estimated Accuracy
 DB1020;SPC CA 6     -   563,950.    2,047,880.      MT  (+/- 180 meters Scaled)
 DB1020
 DB1020                          SUPERSEDED SURVEY CONTROL
 DB1020
 DB1020  NAVD 88 (02/01/93)   -7.281  (m)          -23.89   (f) UNKNOWN     1 1
 DB1020  NGVD 29 (??/??/92)   -8.011  (m)          -26.28   (f) ADJ UNCH    1 1
 DB1020
 DB1020.Superseded values are not recommended for survey control.
 DB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1020.See file dsdata.txt to determine how the superseded data were derived.
 DB1020
 DB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS181234(NAD 83)
 DB1020_MARKER: DD = SURVEY DISK
 DB1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1020_STAMPING: 2 DOR 1978
 DB1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1020
 DB1020  HISTORY     - Date     Condition        Report By
 DB1020  HISTORY     - 1978     MONUMENTED       USGS
 DB1020  HISTORY     - 1981     GOOD             IID
 DB1020
 DB1020                          STATION DESCRIPTION
 DB1020
 DB1020'DESCRIBED BY IMPERIAL IRRIGATION DISTRICT 1981
 DB1020'7.1 MI SW FROM SEELEY.
 DB1020'ABOUT 2.5 MILES WEST ALONG EVAN HEWES HIGHWAY TO WESTSIDE ROAD FROM
 DB1020'DREW ROAD IN SEELEY, THENCE ABOUT 2.25 MILES SOUTH ALONG WESTSIDE
 DB1020'ROAD TO VAUGHN ROAD, THENCE ABOUT 0.9 MILE WEST ALONG VAUGHN ROAD TO
 DB1020'HYDE ROAD, THENCE ABOUT 0.9 MILE SOUTH ALONG HYDE ROAD TO THE WESTSIDE
 DB1020'MAIN CANAL, THENCE ABOUT 0.55 MILE EAST ALONG THE NORTH BANK OF THE
 DB1020'CANAL TO DELIVERY 13, IN THE SE 1/4 OF THE SW 1/4 OF SECTION 28, AND
 DB1020'SET IN THE EAST UPSTREAM WINGWALL OF THE WESTSIDE MAIN DELIVERY 13.
 DB1020'THE MARK IS ABOVE LEVEL WITH BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2179 ***********************************************************************
 EV2179  DESIGNATION -  2 DWR
 EV2179  PID         -  EV2179
 EV2179  STATE/COUNTY-  CA/LOS ANGELES
 EV2179  USGS QUAD   -  LITTLEROCK (1992)
 EV2179
 EV2179                         *CURRENT SURVEY CONTROL
 EV2179  ___________________________________________________________________
 EV2179* NAD 83(1986)-  34 30 58.     (N)    117 55 15.     (W)     SCALED    
 EV2179* NAVD 88     -       898.46   (+/-2cm)    2947.7    (feet)  VERTCON   
 EV2179  ___________________________________________________________________
 EV2179  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EV2179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2179
 EV2179.The horizontal coordinates were scaled from a topographic map and have
 EV2179.an estimated accuracy of +/- 6 seconds.
 EV2179
 EV2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2179.The vertical order pertains to the NGVD 29 superseded value.
 EV2179
 EV2179.The geoid height was determined by GEOID03.
 EV2179
 EV2179;                    North         East    Units  Estimated Accuracy
 EV2179;SPC CA 5     -   612,720.    2,007,270.      MT  (+/- 180 meters Scaled)
 EV2179
 EV2179                          SUPERSEDED SURVEY CONTROL
 EV2179
 EV2179  NGVD 29 (??/??/92)  897.57   (m)         2944.8    (f) COMPUTED    2 0
 EV2179
 EV2179.Superseded values are not recommended for survey control.
 EV2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2179.See file dsdata.txt to determine how the superseded data were derived.
 EV2179
 EV2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU154197(NAD 83)
 EV2179_MARKER: DD = SURVEY DISK
 EV2179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2179_SP_SET: CULVERT
 EV2179_STAMPING: PBPP BM 2 1968
 EV2179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2179
 EV2179  HISTORY     - Date     Condition        Report By
 EV2179  HISTORY     - 1968     MONUMENTED       CADWR
 EV2179  HISTORY     - 1971     GOOD             NGS
 EV2179
 EV2179                          STATION DESCRIPTION
 EV2179
 EV2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2179'0.4 MI N FROM PEARBLOSSOM PUMP PLANT.
 EV2179'0.4 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2179'PUMP PLANT, AT A 24-INCH DRAIN PIPE, IN THE TOP OF THE NORTHWEST
 EV2179'CORNER OF A U SHAPED HED WALL FOR THE CULVERT, 16 FEET EAST OF
 EV2179'THE CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT 1 FOOT HIGHER
 EV2179'THAN THE ROAD.  SECTION 15, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1214 ***********************************************************************
 JS1214  DESIGNATION -  2 DWR
 JS1214  PID         -  JS1214
 JS1214  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1214  USGS QUAD   -  TERMINOUS (1993)
 JS1214
 JS1214                         *CURRENT SURVEY CONTROL
 JS1214  ___________________________________________________________________
 JS1214* NAD 83(1986)-  38 03 00.     (N)    121 29 47.     (W)     SCALED    
 JS1214* NAVD 88     -         2.72   (+/-2cm)       8.9    (feet)  VERTCON   
 JS1214  ___________________________________________________________________
 JS1214  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JS1214  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1214
 JS1214.The horizontal coordinates were scaled from a topographic map and have
 JS1214.an estimated accuracy of +/- 6 seconds.
 JS1214
 JS1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1214.The vertical order pertains to the NGVD 29 superseded value.
 JS1214
 JS1214.The geoid height was determined by GEOID03.
 JS1214
 JS1214;                    North         East    Units  Estimated Accuracy
 JS1214;SPC CA 3     -   672,490.    1,912,550.      MT  (+/- 180 meters Scaled)
 JS1214
 JS1214                          SUPERSEDED SURVEY CONTROL
 JS1214
 JS1214  NGVD 29 (??/??/92)    2.02   (m)            6.6    (f) COMPUTED    1 2
 JS1214
 JS1214.Superseded values are not recommended for survey control.
 JS1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1214.See file dsdata.txt to determine how the superseded data were derived.
 JS1214
 JS1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH319124(NAD 83)
 JS1214_MARKER: DD = SURVEY DISK
 JS1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1214_STAMPING: SJR VI NO 2 1963
 JS1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1214+STABILITY: SURFACE MOTION
 JS1214
 JS1214  HISTORY     - Date     Condition        Report By
 JS1214  HISTORY     - 1963     MONUMENTED       CADWR
 JS1214  HISTORY     - 1964     GOOD             NGS
 JS1214  HISTORY     - 1976     MARK NOT FOUND   USGS
 JS1214
 JS1214                          STATION DESCRIPTION
 JS1214
 JS1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JS1214'AT EMPIRE TRACT.
 JS1214'ON THE WEST SIDE OF EMPIRE TRACT, 0.6 MILE SOUTH ALONG A LEVEE
 JS1214'ROAD FROM THE VENICE ISLAND FERRY, 12 FEET SOUTHWEST OF THE
 JS1214'CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF AN 8-INCH PIPE
 JS1214'LINE, ABOUT 10 FEET NORTHEAST OF THE NORTHEAST EDGE OF LITTLE
 JS1214'CONNECTION SLOUGH, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 JS1214'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JS1214'POST FLUSH WITH THE GROUND.
 JS1214
 JS1214                          STATION RECOVERY (1976)
 JS1214
 JS1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JS1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2699 ***********************************************************************
 HS2699  DESIGNATION -  2 DWR
 HS2699  PID         -  HS2699
 HS2699  STATE/COUNTY-  CA/MERCED
 HS2699  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2699
 HS2699                         *CURRENT SURVEY CONTROL
 HS2699  ___________________________________________________________________
 HS2699* NAD 83(1986)-  37 07 12.     (N)    121 03 28.     (W)     SCALED    
 HS2699* NAVD 88     -        70.38   (+/-2cm)     230.9    (feet)  VERTCON   
 HS2699  ___________________________________________________________________
 HS2699  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HS2699  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2699
 HS2699.The horizontal coordinates were scaled from a topographic map and have
 HS2699.an estimated accuracy of +/- 6 seconds.
 HS2699
 HS2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2699.The vertical order pertains to the NGVD 29 superseded value.
 HS2699
 HS2699.The geoid height was determined by GEOID03.
 HS2699
 HS2699;                    North         East    Units  Estimated Accuracy
 HS2699;SPC CA 3     -   568,960.    1,950,430.      MT  (+/- 180 meters Scaled)
 HS2699
 HS2699                          SUPERSEDED SURVEY CONTROL
 HS2699
 HS2699  NGVD 29 (??/??/92)   69.55   (m)          228.2    (f) COMPUTED    1 1
 HS2699
 HS2699.Superseded values are not recommended for survey control.
 HS2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2699.See file dsdata.txt to determine how the superseded data were derived.
 HS2699
 HS2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG725099(NAD 83)
 HS2699_MARKER: DD = SURVEY DISK
 HS2699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2699_SP_SET: ADQUEDUCT LINING
 HS2699_STAMPING: RP NO 2 NO 2 FIXED TRAN
 HS2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2699
 HS2699  HISTORY     - Date     Condition        Report By
 HS2699  HISTORY     - UNK      MONUMENTED       CADWR
 HS2699  HISTORY     - 1974     GOOD             NGS
 HS2699
 HS2699                          STATION DESCRIPTION
 HS2699
 HS2699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HS2699'63 MI SE FROM DELTA PUMP PLANT.
 HS2699'62.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS2699'DELTA PUMP PLANT, 39 FEET WEST OF THE CENTER LINE OF THE EAST
 HS2699'LEVEE ROAD, 38.8 FEET SOUTH-SOUTHWEST OF BENCH MARK 107.44 (DWR),
 HS2699'33.7 FEET NORTH OF BENCH MARK MI. 66.3 (DWR), 27.0 FEET SOUTH OF
 HS2699'THE SOUTHWEST CORNER OF A SMALL METAL BUILDING, IN THE TOP OF THE
 HS2699'EAST CONCRETE LINING OF THE AQUEDUCT, AND ABOUT LEVEL WITH THE
 HS2699'EAST LINING AND ROAD.  SECTION 26, T .S, R 8E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0394 ***********************************************************************
 DW0394  DESIGNATION -  2 E MWDSC
 DW0394  PID         -  DW0394
 DW0394  STATE/COUNTY-  CA/RIVERSIDE
 DW0394  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0394
 DW0394                         *CURRENT SURVEY CONTROL
 DW0394  ___________________________________________________________________
 DW0394* NAD 83(1986)-  33 40 34.     (N)    115 51 41.     (W)     SCALED    
 DW0394* NAVD 88     -       517.70   (+/-2cm)    1698.5    (feet)  VERTCON   
 DW0394  ___________________________________________________________________
 DW0394  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0394  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0394
 DW0394.The horizontal coordinates were scaled from a topographic map and have
 DW0394.an estimated accuracy of +/- 6 seconds.
 DW0394
 DW0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0394.The vertical order pertains to the NGVD 29 superseded value.
 DW0394
 DW0394.The geoid height was determined by GEOID03.
 DW0394
 DW0394;                    North         East    Units  Estimated Accuracy
 DW0394;SPC CA 6     -   667,470.    2,036,040.      MT  (+/- 180 meters Scaled)
 DW0394
 DW0394                          SUPERSEDED SURVEY CONTROL
 DW0394
 DW0394  NGVD 29 (??/??/??)  516.987  (m)         1696.15   (f) ADJUSTED    1 1
 DW0394
 DW0394.Superseded values are not recommended for survey control.
 DW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0394.See file dsdata.txt to determine how the superseded data were derived.
 DW0394
 DW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT055268(NAD 83)
 DW0394_MARKER: DD = SURVEY DISK
 DW0394_SETTING: 80 = SET IN A BOULDER
 DW0394_SP_SET: BOULDER
 DW0394_STAMPING: 2 E
 DW0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0394+STABILITY: SURFACE MOTION
 DW0394
 DW0394  HISTORY     - Date     Condition        Report By
 DW0394  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0394  HISTORY     - 1974     GOOD             NGS
 DW0394
 DW0394                          STATION DESCRIPTION
 DW0394
 DW0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0394'25.1 MI NE FROM MECCA.
 DW0394'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0394'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0394'THENCE 3.5 MILES WEST ALONG THE SOUTH SIDE OF THE COLORADO RIVER
 DW0394'AQUEDUCT, THENCE 0.25 MILE SOUTH ACROSS COUNTRY, ALONG THE WEST
 DW0394'SIDE OF A WASH ON A FLAT-TOPPED BLACK RIDGE, 24 FEET EAST OF A
 DW0394'ROCK CAIRN, AND IS A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0394'CALIFORNIA DISK SET IN THE TOP OF EMBEDED BOULDER THAT IS FLUSH
 DW0394'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1005 ***********************************************************************
 HR1005  DESIGNATION -  2 EGE
 HR1005  PID         -  HR1005
 HR1005  STATE/COUNTY-  CA/MONO
 HR1005  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1005
 HR1005                         *CURRENT SURVEY CONTROL
 HR1005  ___________________________________________________________________
 HR1005* NAD 83(1986)-  37 39 18.     (N)    118 55 25.     (W)     SCALED    
 HR1005* NAVD 88     -      2231.511  (meters)    7321.22   (feet)  ADJUSTED  
 HR1005  ___________________________________________________________________
 HR1005  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 HR1005  DYNAMIC HT  -        2228.624 (meters)    7311.74  (feet)  COMP
 HR1005  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 HR1005
 HR1005  VERT ORDER  -  FIRST     CLASS I
 HR1005
 HR1005.The horizontal coordinates were scaled from a topographic map and have
 HR1005.an estimated accuracy of +/- 6 seconds.
 HR1005
 HR1005.The orthometric height was determined by differential leveling
 HR1005.and adjusted in June 1991.
 HR1005
 HR1005.The geoid height was determined by GEOID03.
 HR1005
 HR1005.The dynamic height is computed by dividing the NAVD 88
 HR1005.geopotential number by the normal gravity value computed on the
 HR1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1005.degrees latitude (g = 980.6199 gals.).
 HR1005
 HR1005.The modeled gravity was interpolated from observed gravity values.
 HR1005
 HR1005;                    North         East    Units  Estimated Accuracy
 HR1005;SPC CA 3     -   629,350.    2,139,090.      MT  (+/- 180 meters Scaled)
 HR1005
 HR1005                          SUPERSEDED SURVEY CONTROL
 HR1005
 HR1005.No superseded survey control is available for this station.
 HR1005
 HR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB303692(NAD 83)
 HR1005_MARKER: DE = TRAVERSE STATION DISK
 HR1005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 HR1005_SP_SET: ALUMINUM ALLOY ROD
 HR1005_STAMPING: 2 EGE 1983
 HR1005_MARK LOGO: USGS  
 HR1005_PROJECTION: PROJECTING 5 CENTIMETERS
 HR1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1005+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1005_ROD/PIPE-DEPTH: 29.9 meters
 HR1005
 HR1005  HISTORY     - Date     Condition        Report By
 HR1005  HISTORY     - 1983     MONUMENTED       USGS
 HR1005  HISTORY     - 1985     GOOD             USGS
 HR1005  HISTORY     - 1986     GOOD             NGS
 HR1005  HISTORY     - 1987     GOOD             NGS
 HR1005  HISTORY     - 19881009 GOOD             NGS
 HR1005  HISTORY     - 19910816 GOOD             NGS
 HR1005
 HR1005                          STATION DESCRIPTION
 HR1005
 HR1005'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1005'RECOVERED IN GOOD CONDITION.
 HR1005
 HR1005                          STATION RECOVERY (1986)
 HR1005
 HR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1005'7.5 KM (4.65 MI) NE FROM MAMMOTH LAKES.
 HR1005'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1005'MAMMOTH LAKES, THENCE 1.50 KM (0.93 MI) NORTHWEST ALONG OLD US HIGHWAY
 HR1005'395 TO THE END OF PAVEMENT AND A ROAD LEADING TO LITTLE ANTELOPE
 HR1005'VALLEY, THENCE 0.31 KM (0.19 MI) NORTHWEST ALONG A GRAVEL ROAD, 7.0
 HR1005'METERS (23 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND 2.0 METERS (6.6
 HR1005'FT) NORTHWEST OF POWER POLE 1937386E.
 HR1005'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 HR1005
 HR1005                          STATION RECOVERY (1987)
 HR1005
 HR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1005'RECOVERED IN GOOD CONDITION.
 HR1005
 HR1005                          STATION RECOVERY (1988)
 HR1005
 HR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1005'RECOVERED IN GOOD CONDITION.
 HR1005
 HR1005                          STATION RECOVERY (1991)
 HR1005
 HR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1005'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1005'IN MAMMOTH LAKES, THENCE 1.5 KM (0.9 MI) NORTHWESTERLY ALONG OLD U.S.
 HR1005'HIGHWAY 395, THENCE 0.3 KM (0.2 MI) NORTHWESTERLY ALONG A GRAVELED
 HR1005'ROAD, 7.0 M (23.0 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF THE
 HR1005'ROAD, 2.0 M (6.6 FT) NORTHWEST OF UTILITY POLE NUMBER 1937386E, AND
 HR1005'1.2 M (3.9 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2359 ***********************************************************************
 DX2359  DESIGNATION -  2 F 10
 DX2359  PID         -  DX2359
 DX2359  STATE/COUNTY-  CA/ORANGE
 DX2359  USGS QUAD   -  ANAHEIM (1981)
 DX2359
 DX2359                         *CURRENT SURVEY CONTROL
 DX2359  ___________________________________________________________________
 DX2359* NAD 83(1986)-  33 50 53.     (N)    117 55 25.     (W)     SCALED    
 DX2359* NAVD 88     -        46.26   (+/-2cm)     151.8    (feet)  VERTCON   
 DX2359  ___________________________________________________________________
 DX2359  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DX2359  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2359
 DX2359.The horizontal coordinates were scaled from a topographic map and have
 DX2359.an estimated accuracy of +/- 6 seconds.
 DX2359
 DX2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2359.The vertical order pertains to the NGVD 29 superseded value.
 DX2359
 DX2359.The geoid height was determined by GEOID03.
 DX2359
 DX2359;                    North         East    Units  Estimated Accuracy
 DX2359;SPC CA 6     -   687,720.    1,845,120.      MT  (+/- 180 meters Scaled)
 DX2359
 DX2359                          SUPERSEDED SURVEY CONTROL
 DX2359
 DX2359  NGVD 29 (??/??/??)   45.574  (m)          149.52   (f) ADJUSTED    1 1
 DX2359
 DX2359.Superseded values are not recommended for survey control.
 DX2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2359.See file dsdata.txt to determine how the superseded data were derived.
 DX2359
 DX2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT145456(NAD 83)
 DX2359_MARKER: DD = SURVEY DISK
 DX2359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2359_SP_SET: CATCH BASIN
 DX2359_STAMPING: 2F-10-69 LINE 405
 DX2359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2359
 DX2359  HISTORY     - Date     Condition        Report By
 DX2359  HISTORY     - 1969     MONUMENTED       CA-059
 DX2359  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2359
 DX2359                          STATION DESCRIPTION
 DX2359
 DX2359'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2359'AT ANAHEIM.
 DX2359'0.4 MILE SOUTHEAST ALONG HARBOR BOULEVARD FROM THE RIVERSIDE
 DX2359'FREEWAY UNDERCROSSING OF HARBOR BOULEVARD TO ITS INTERSECTION
 DX2359'WITH JULIANNA AVENUE, 147 FEET SOUTHEAST OF THE CENTER LINE
 DX2359'PROLONGATION OF JULIANNA AVENUE, 24.5 FEET NORTHEAST OF THE
 DX2359'CENTER LINE OF HARBOR BOULEVARD, SET IN THE TOP OF THE SOUTHWEST
 DX2359'CORNER OF A 4 FOOT BY 5 FOOT CONCRETE CATCH BASIN, 0.6 OF A
 DX2359'FOOT HIGHER THAN THE GUTTER.
 DX2359
 DX2359                          STATION RECOVERY (2006)
 DX2359
 DX2359'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2358 ***********************************************************************
 DX2358  DESIGNATION -  2 F 11
 DX2358  PID         -  DX2358
 DX2358  STATE/COUNTY-  CA/ORANGE
 DX2358  USGS QUAD   -  ANAHEIM (1981)
 DX2358
 DX2358                         *CURRENT SURVEY CONTROL
 DX2358  ___________________________________________________________________
 DX2358* NAD 83(1986)-  33 51 15.     (N)    117 55 25.     (W)     SCALED    
 DX2358* NAVD 88     -        47.71   (+/-2cm)     156.5    (feet)  VERTCON   
 DX2358  ___________________________________________________________________
 DX2358  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DX2358  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2358
 DX2358.The horizontal coordinates were scaled from a topographic map and have
 DX2358.an estimated accuracy of +/- 6 seconds.
 DX2358
 DX2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2358.The vertical order pertains to the NGVD 29 superseded value.
 DX2358
 DX2358.The geoid height was determined by GEOID03.
 DX2358
 DX2358;                    North         East    Units  Estimated Accuracy
 DX2358;SPC CA 6     -   688,400.    1,845,130.      MT  (+/- 180 meters Scaled)
 DX2358
 DX2358                          SUPERSEDED SURVEY CONTROL
 DX2358
 DX2358  NGVD 29 (??/??/??)   47.014  (m)          154.25   (f) ADJUSTED    1 1
 DX2358
 DX2358.Superseded values are not recommended for survey control.
 DX2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2358.See file dsdata.txt to determine how the superseded data were derived.
 DX2358
 DX2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT145463(NAD 83)
 DX2358_MARKER: DD = SURVEY DISK
 DX2358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2358_SP_SET: BRIDGE
 DX2358_STAMPING: LINE-405 2F-11-69
 DX2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2358
 DX2358  HISTORY     - Date     Condition        Report By
 DX2358  HISTORY     - 1969     MONUMENTED       CA-059
 DX2358  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2358
 DX2358                          STATION DESCRIPTION
 DX2358
 DX2358'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2358'NEAR ANAHEIM.
 DX2358'AT THE INTERSECTION OF HARBOR BOULEVARD AND THE RIVERSIDE
 DX2358'FREEWAY UNDERPASS, 62 FEET EAST OF THE CENTER OF THE TRAFFIC
 DX2358'MEDIAN OF THE BOULEVARD, 7.3 FEET SOUTH OF THE NORTHEAST CORNER
 DX2358'OF THE BRIDGE, 6.5 FEET EAST OF THE WEST EDGE OF A CONCRETE WALK,
 DX2358'0.2 OF A FOOT EAST OF A 2.8 FOOT HIGH STEEL GUARD RAIL, SET IN
 DX2358'THE TOP OF A CONCRETE BRIDGE ABUTMENT, 0.6 OF A FOOT HIGHER THAN
 DX2358'THE GUTTER.
 DX2358
 DX2358                          STATION RECOVERY (2006)
 DX2358
 DX2358'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2357 ***********************************************************************
 DX2357  DESIGNATION -  2 F 12
 DX2357  PID         -  DX2357
 DX2357  STATE/COUNTY-  CA/ORANGE
 DX2357  USGS QUAD   -  ANAHEIM (1981)
 DX2357
 DX2357                         *CURRENT SURVEY CONTROL
 DX2357  ___________________________________________________________________
 DX2357* NAD 83(1986)-  33 51 39.     (N)    117 55 26.     (W)     SCALED    
 DX2357* NAVD 88     -        46.24   (+/-2cm)     151.7    (feet)  VERTCON   
 DX2357  ___________________________________________________________________
 DX2357  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DX2357  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2357
 DX2357.The horizontal coordinates were scaled from a topographic map and have
 DX2357.an estimated accuracy of +/- 6 seconds.
 DX2357
 DX2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2357.The vertical order pertains to the NGVD 29 superseded value.
 DX2357
 DX2357.The geoid height was determined by GEOID03.
 DX2357
 DX2357;                    North         East    Units  Estimated Accuracy
 DX2357;SPC CA 6     -   689,140.    1,845,110.      MT  (+/- 180 meters Scaled)
 DX2357
 DX2357                          SUPERSEDED SURVEY CONTROL
 DX2357
 DX2357  NGVD 29 (??/??/??)   45.539  (m)          149.41   (f) ADJUSTED    1 1
 DX2357
 DX2357.Superseded values are not recommended for survey control.
 DX2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2357.See file dsdata.txt to determine how the superseded data were derived.
 DX2357
 DX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT145471(NAD 83)
 DX2357_MARKER: DD = SURVEY DISK
 DX2357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2357_SP_SET: CATCH BASIN
 DX2357_STAMPING: LINE-405 2F-12-69
 DX2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2357
 DX2357  HISTORY     - Date     Condition        Report By
 DX2357  HISTORY     - 1969     MONUMENTED       CA-059
 DX2357  HISTORY     - 20050518 MARK NOT FOUND   GEOCAC
 DX2357
 DX2357                          STATION DESCRIPTION
 DX2357
 DX2357'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2357'AT FULLERTON.
 DX2357'ABOUT 0.55 MILE NORTH ALONG HARBOR BOULEVARD FROM THE RIVERSIDE
 DX2357'FREEWAY UNDERPASS TO ITS INTERSECTION WITH THE PROLONGATION OF
 DX2357'HILL AVENUE FROM THE WEST, ABOUT 14.5 FEET NORTH OF THE CENTER
 DX2357'LINE PROLONGATION OF THE AVENUE, 28 FEET EAST OF THE CENTER LINE
 DX2357'OF THE BOULEVARD, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 DX2357'CONCRETE CATCH BASIN (THE MOST SOUTHERLY OF TWO CONCRETE CATCH
 DX2357'BASINS 6 FOOT BY 40 FOOT OVERALL MEASUREMENT), 1 FOOT HIGHER
 DX2357'THAN THE GUTTER.
 DX2357
 DX2357                          STATION RECOVERY (2005)
 DX2357
 DX2357'RECOVERY NOTE BY GEOCACHING 2005 (LJK)
 DX2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4875 ***********************************************************************
 EW4875  DESIGNATION -  2 F 40 CAHD
 EW4875  PID         -  EW4875
 EW4875  STATE/COUNTY-  CA/LOS ANGELES
 EW4875  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4875
 EW4875                         *CURRENT SURVEY CONTROL
 EW4875  ___________________________________________________________________
 EW4875* NAD 83(1986)-  34 20 12.     (N)    118 30 40.     (W)     SCALED    
 EW4875* NAVD 88     -       486.37   (+/-2cm)    1595.7    (feet)  VERTCON   
 EW4875  ___________________________________________________________________
 EW4875  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW4875  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4875
 EW4875.The horizontal coordinates were scaled from a topographic map and have
 EW4875.an estimated accuracy of +/- 6 seconds.
 EW4875
 EW4875.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4875.The vertical order pertains to the NGVD 29 superseded value.
 EW4875
 EW4875.The geoid height was determined by GEOID03.
 EW4875
 EW4875;                    North         East    Units  Estimated Accuracy
 EW4875;SPC CA 5     -   592,930.    1,952,970.      MT  (+/- 180 meters Scaled)
 EW4875
 EW4875                          SUPERSEDED SURVEY CONTROL
 EW4875
 EW4875  NGVD 29 (??/??/92)  485.540  (m)         1592.98   (f) ADJ UNCH    1 2
 EW4875
 EW4875.Superseded values are not recommended for survey control.
 EW4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4875.See file dsdata.txt to determine how the superseded data were derived.
 EW4875
 EW4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU609005(NAD 83)
 EW4875_MARKER: DD = SURVEY DISK
 EW4875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4875_STAMPING: BM 2-F-40
 EW4875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4875+STABILITY: SURFACE MOTION
 EW4875
 EW4875  HISTORY     - Date     Condition        Report By
 EW4875  HISTORY     - UNK      MONUMENTED       CADH
 EW4875  HISTORY     - 1968     GOOD
 EW4875  HISTORY     - 1973     GOOD             CA-037
 EW4875
 EW4875                          STATION DESCRIPTION
 EW4875
 EW4875'DESCRIBED 1968
 EW4875'NEAR NEWHALL.
 EW4875'FRONTAGE ROAD-- 3.9 MILES SOUTHEAST OF JUNCTION OF LYONS AVENUE
 EW4875'AND THE GOLDEN STATE FREEWAY, 0.46 MILES NORTHERLY FROM JUNCTION
 EW4875'OF THE SIERRA HIGHWAY AND SAN FERNANDO ROAD, 29 FEET NORTHERLY
 EW4875'OF THE CULVERT AT STATION F-37+32, 137 FEET WESTERLY OF CENTER
 EW4875'LINE OF FORMER GOLDEN STATE HIGHWAY (NOW THE SOUTHBOUND OFF
 EW4875'RAMP AND FRONTAGE ROAD WESTERLY OF AND PARALLEL TO THE GOLDEN
 EW4875'STATE FREEWAY) AT HIGHWAY STATION 37+20, 69 FEET WESTERLY FROM
 EW4875'THE LINE OF ELECTROLIERS LOCATED AT THE WESTERLY SIDE OF THE
 EW4875'ROADWAY, 67 FEET SOUTHERLY OF A POINT OPPOSITE ELECTROILER NO.
 EW4875'3538.  15.5 FEET WESTERLY OF BARBED WIRE FENCE-- SET IN TOP OF
 EW4875'CONCRETE POST FLUSH WITH THE GROUND.
 EW4875
 EW4875                          STATION RECOVERY (1973)
 EW4875
 EW4875'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4875'ON THE OLD ROAD (OLD HIGHWAY 99), 0.35 MILE NORTHWESTERLY OF BRIDGE AT
 EW4875'JUNCTION OF HIGHWAY 14, (SIERRA HIGHWAY), 20.5 FEET SOUTHWESTERLY OF
 EW4875'APPROXIMATE CENTER OF PAVEMENT, 59.3 FEET SOUTHWESTERLY OF A NORTHERLY
 EW4875'CONCRETE PILLAR, 67.0 FEET NORTHEASTERLY OF A SOUTHERN CONCRETE PILLAR
 EW4875'SUPPORTING EXISTING GOLDEN STATE FREEWAY, (MEASURED TO FACE OF
 EW4875'PILLARS).  SET IN THE SOUTHWESTERLY CORNER OF A CONCRETE CATCH BASIN
 EW4875'UNDERNEATH FREEWAY LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2311 ***********************************************************************
 DX2311  DESIGNATION -  2 F 8
 DX2311  PID         -  DX2311
 DX2311  STATE/COUNTY-  CA/ORANGE
 DX2311  USGS QUAD   -  ANAHEIM (1981)
 DX2311
 DX2311                         *CURRENT SURVEY CONTROL
 DX2311  ___________________________________________________________________
 DX2311* NAD 83(1986)-  33 50 11.     (N)    117 55 11.     (W)     SCALED    
 DX2311* NAVD 88     -        46.68   (+/-2cm)     153.1    (feet)  VERTCON   
 DX2311  ___________________________________________________________________
 DX2311  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DX2311  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2311
 DX2311.The horizontal coordinates were scaled from a topographic map and have
 DX2311.an estimated accuracy of +/- 6 seconds.
 DX2311
 DX2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2311.The vertical order pertains to the NGVD 29 superseded value.
 DX2311
 DX2311.The geoid height was determined by GEOID03.
 DX2311
 DX2311;                    North         East    Units  Estimated Accuracy
 DX2311;SPC CA 6     -   686,420.    1,845,460.      MT  (+/- 180 meters Scaled)
 DX2311
 DX2311                          SUPERSEDED SURVEY CONTROL
 DX2311
 DX2311  NGVD 29 (??/??/??)   45.998  (m)          150.91   (f) ADJUSTED    1 1
 DX2311
 DX2311.Superseded values are not recommended for survey control.
 DX2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2311.See file dsdata.txt to determine how the superseded data were derived.
 DX2311
 DX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT149443(NAD 83)
 DX2311_MARKER: DD = SURVEY DISK
 DX2311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2311_SP_SET: CATCH BASIN
 DX2311_STAMPING: LINE-405 2F-8-69
 DX2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2311
 DX2311  HISTORY     - Date     Condition        Report By
 DX2311  HISTORY     - 1969     MONUMENTED       CA-059
 DX2311
 DX2311                          STATION DESCRIPTION
 DX2311
 DX2311'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2311'AT ANAHEIM.
 DX2311'1.3 MILES SOUTHEAST ALONG HARBOR BOULEVARD FROM THE RIVERSIDE
 DX2311'FREEWAY UNDERCROSSING OF THE BOULEVARD TO ITS INTERSECTION WITH
 DX2311'CYPRESS STREET, 51.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 DX2311'BOULEVARD, 18 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 DX2311'SET IN THE TOP OF THE SOUTHEAST CORNER OF A 4 FOOT BY 11 FOOT
 DX2311'CONCRETE CATCH BASIN.  0.9 OF A FOOT HIGHER THAN THE GUTTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2312 ***********************************************************************
 DX2312  DESIGNATION -  2 F 9
 DX2312  PID         -  DX2312
 DX2312  STATE/COUNTY-  CA/ORANGE
 DX2312  USGS QUAD   -  ANAHEIM (1981)
 DX2312
 DX2312                         *CURRENT SURVEY CONTROL
 DX2312  ___________________________________________________________________
 DX2312* NAD 83(1986)-  33 50 31.     (N)    117 55 18.     (W)     SCALED    
 DX2312* NAVD 88     -        46.59   (+/-2cm)     152.9    (feet)  VERTCON   
 DX2312  ___________________________________________________________________
 DX2312  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DX2312  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2312
 DX2312.The horizontal coordinates were scaled from a topographic map and have
 DX2312.an estimated accuracy of +/- 6 seconds.
 DX2312
 DX2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2312.The vertical order pertains to the NGVD 29 superseded value.
 DX2312
 DX2312.The geoid height was determined by GEOID03.
 DX2312
 DX2312;                    North         East    Units  Estimated Accuracy
 DX2312;SPC CA 6     -   687,040.    1,845,290.      MT  (+/- 180 meters Scaled)
 DX2312
 DX2312                          SUPERSEDED SURVEY CONTROL
 DX2312
 DX2312  NGVD 29 (??/??/??)   45.906  (m)          150.61   (f) ADJUSTED    1 1
 DX2312
 DX2312.Superseded values are not recommended for survey control.
 DX2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2312.See file dsdata.txt to determine how the superseded data were derived.
 DX2312
 DX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT147450(NAD 83)
 DX2312_MARKER: DD = SURVEY DISK
 DX2312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2312_SP_SET: CATCH BASIN
 DX2312_STAMPING: 2F-9-69 LINE 405
 DX2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2312
 DX2312  HISTORY     - Date     Condition        Report By
 DX2312  HISTORY     - 1969     MONUMENTED       CA-059
 DX2312  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2312
 DX2312                          STATION DESCRIPTION
 DX2312
 DX2312'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2312'AT ANAHEIM.
 DX2312'0.8 MILE SOUTHEAST ALONG HARBOR BOULEVARD FROM THE RIVERSIDE
 DX2312'FREEWAY UNDERCROSSING OF THE BOULEVARD TO ITS INTERSECTION WITH
 DX2312'NORTH STREET, 74 FEET NORTHEAST OF THE CENTER LINE OF THE
 DX2312'BOULEVARD, 24.5 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 DX2312'SET IN THE TOP OF THE SOUTHEAST CORNER OF A 4 FOOT BY 9 FOOT
 DX2312'CONCRETE CATCH BASIN, 0.9 OF A FOOT HIGHER THAN THE GUTTER.
 DX2312
 DX2312                          STATION RECOVERY (2006)
 DX2312
 DX2312'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0393 ***********************************************************************
 DW0393  DESIGNATION -  2 F MWDSC
 DW0393  PID         -  DW0393
 DW0393  STATE/COUNTY-  CA/RIVERSIDE
 DW0393  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0393
 DW0393                         *CURRENT SURVEY CONTROL
 DW0393  ___________________________________________________________________
 DW0393* NAD 83(1986)-  33 40 35.     (N)    115 51 39.     (W)     SCALED    
 DW0393* NAVD 88     -       530.28   (+/-2cm)    1739.8    (feet)  VERTCON   
 DW0393  ___________________________________________________________________
 DW0393  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0393  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0393
 DW0393.The horizontal coordinates were scaled from a topographic map and have
 DW0393.an estimated accuracy of +/- 6 seconds.
 DW0393
 DW0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0393.The vertical order pertains to the NGVD 29 superseded value.
 DW0393
 DW0393.The geoid height was determined by GEOID03.
 DW0393
 DW0393;                    North         East    Units  Estimated Accuracy
 DW0393;SPC CA 6     -   667,500.    2,036,090.      MT  (+/- 180 meters Scaled)
 DW0393
 DW0393                          SUPERSEDED SURVEY CONTROL
 DW0393
 DW0393  NGVD 29 (??/??/??)  529.569  (m)         1737.43   (f) ADJUSTED    1 1
 DW0393
 DW0393.Superseded values are not recommended for survey control.
 DW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0393.See file dsdata.txt to determine how the superseded data were derived.
 DW0393
 DW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT056268(NAD 83)
 DW0393_MARKER: DD = SURVEY DISK
 DW0393_SETTING: 80 = SET IN A BOULDER
 DW0393_SP_SET: BOULDER
 DW0393_STAMPING: 2 F
 DW0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0393+STABILITY: SURFACE MOTION
 DW0393
 DW0393  HISTORY     - Date     Condition        Report By
 DW0393  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0393  HISTORY     - 1974     GOOD             NGS
 DW0393
 DW0393                          STATION DESCRIPTION
 DW0393
 DW0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0393'24.9 MI NE FROM MECCA.
 DW0393'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0393'HIGHWAY 111 AT MECCA, THENCE ABOUT 1.0 MILE NORTH ALONG PARK
 DW0393'ROUTE 1, THENCE ABOUT 3.5 MILES WEST ALONG THE SOUTH SIDE OF THE
 DW0393'COLORADO RIVER AQUEDUCT, THENCE ABOUT 0.05 MILE SOUTH ACROSS
 DW0393'COUNTRY, ABOUT 88 YARDS SOUTH OF THE ROAD, ALONG THE EAST SIDE
 DW0393'OF A WASH, 1 FOOT NORTHEAST OF A ROCK CAIRN, ABOUT 16 FEET BELOW
 DW0393'LEVEL OF ROAD AND SET IN THE TOP OF THE 2 BY 1 1/2-FOOT EXPOSED
 DW0393'PART OF EMBEDED BOULDER WHICH PROJECTS 0.2 FOOT ABOVE THE LEVEL
 DW0393'OF THE GROUND.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0393'CALIFORNIA DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2392 ***********************************************************************
 EV2392  DESIGNATION -  2 FMK
 EV2392  PID         -  EV2392
 EV2392  STATE/COUNTY-  CA/KERN
 EV2392  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2392
 EV2392                         *CURRENT SURVEY CONTROL
 EV2392  ___________________________________________________________________
 EV2392* NAD 83(1986)-  34 58 10.     (N)    117 45 30.     (W)     SCALED    
 EV2392* NAVD 88     -       698.946  (meters)    2293.13   (feet)  ADJUSTED  
 EV2392  ___________________________________________________________________
 EV2392  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EV2392  DYNAMIC HT  -         698.166 (meters)    2290.57  (feet)  COMP
 EV2392  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 EV2392
 EV2392  VERT ORDER  -  FIRST     CLASS I
 EV2392
 EV2392.The horizontal coordinates were scaled from a topographic map and have
 EV2392.an estimated accuracy of +/- 6 seconds.
 EV2392
 EV2392.The orthometric height was determined by differential leveling
 EV2392.and adjusted in June 1991.
 EV2392
 EV2392.The geoid height was determined by GEOID03.
 EV2392
 EV2392.The dynamic height is computed by dividing the NAVD 88
 EV2392.geopotential number by the normal gravity value computed on the
 EV2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2392.degrees latitude (g = 980.6199 gals.).
 EV2392
 EV2392.The modeled gravity was interpolated from observed gravity values.
 EV2392
 EV2392;                    North         East    Units  Estimated Accuracy
 EV2392;SPC CA 5     -   663,030.    2,022,070.      MT  (+/- 180 meters Scaled)
 EV2392
 EV2392                          SUPERSEDED SURVEY CONTROL
 EV2392
 EV2392  NGVD 29 (??/??/92)  698.150  (m)         2290.51   (f) ADJ UNCH    1 1
 EV2392
 EV2392.Superseded values are not recommended for survey control.
 EV2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2392.See file dsdata.txt to determine how the superseded data were derived.
 EV2392
 EV2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU307699(NAD 83)
 EV2392_MARKER: DD = SURVEY DISK
 EV2392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2392_STAMPING: 2 FMK 1973
 EV2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2392
 EV2392  HISTORY     - Date     Condition        Report By
 EV2392  HISTORY     - 1973     MONUMENTED       USGS
 EV2392  HISTORY     - 1974     GOOD             NGS
 EV2392  HISTORY     - 1977     GOOD             NGS
 EV2392
 EV2392                          STATION DESCRIPTION
 EV2392
 EV2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2392'6.6 MI SW FROM BORON.
 EV2392'1.05 MILES WEST ALNG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2392'FROM THE STATION AT BORON, THENCE 3.6 MILES SOUTHWEST ALONG THE
 EV2392'ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, THENCE 1.9
 EV2392'MILES SOUTHWEST ALONG AN ABANDONED RAILROAD BED, 0.25 MILE SOUTHWEST
 EV2392'OF AN AIRFORCE BUILDING WHICH IS ALONG THE NORTHWEST SIDE OF
 EV2392'THE RAILROAD BED, 14 FEET NORTHWEST OF THE CENTER OF THE RAILROAD
 EV2392'BED, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EV2392'RAILROAD BED, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN
 EV2392'TO A DEPTH OF 20 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED
 EV2392'IN A 6-INCH PLASTIC PIPE PROJECTNG 0.3 FOOT ABOVE THE GROUND.
 EV2392'SECTION 18, T 10N, R 8W
 EV2392
 EV2392                          STATION RECOVERY (1977)
 EV2392
 EV2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6875 ***********************************************************************
 EW6875  DESIGNATION -  2 FMK USGS
 EW6875  PID         -  EW6875
 EW6875  STATE/COUNTY-  CA/LOS ANGELES
 EW6875  USGS QUAD   -  PALMDALE (1974)
 EW6875
 EW6875                         *CURRENT SURVEY CONTROL
 EW6875  ___________________________________________________________________
 EW6875* NAD 83(1986)-  34 30 49.     (N)    118 06 28.     (W)     SCALED    
 EW6875* NAVD 88     -       955.333  (meters)    3134.29   (feet)  ADJUSTED  
 EW6875  ___________________________________________________________________
 EW6875  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW6875  DYNAMIC HT  -         954.206 (meters)    3130.59  (feet)  COMP
 EW6875  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 EW6875
 EW6875  VERT ORDER  -  FIRST     CLASS I
 EW6875
 EW6875.The horizontal coordinates were scaled from a topographic map and have
 EW6875.an estimated accuracy of +/- 6 seconds.
 EW6875
 EW6875.The orthometric height was determined by differential leveling
 EW6875.and adjusted in June 1991.
 EW6875
 EW6875.The geoid height was determined by GEOID03.
 EW6875
 EW6875.The dynamic height is computed by dividing the NAVD 88
 EW6875.geopotential number by the normal gravity value computed on the
 EW6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6875.degrees latitude (g = 980.6199 gals.).
 EW6875
 EW6875.The modeled gravity was interpolated from observed gravity values.
 EW6875
 EW6875;                    North         East    Units  Estimated Accuracy
 EW6875;SPC CA 5     -   612,440.    1,990,100.      MT  (+/- 180 meters Scaled)
 EW6875
 EW6875                          SUPERSEDED SURVEY CONTROL
 EW6875
 EW6875  NGVD 29 (??/??/92)  954.455  (m)         3131.41   (f) ADJ UNCH    1 1
 EW6875
 EW6875.Superseded values are not recommended for survey control.
 EW6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6875.See file dsdata.txt to determine how the superseded data were derived.
 EW6875
 EW6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU983196(NAD 83)
 EW6875_MARKER: DD = SURVEY DISK
 EW6875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6875_SP_SET: CULVERT
 EW6875_STAMPING: 2 FMK 1974
 EW6875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6875
 EW6875  HISTORY     - Date     Condition        Report By
 EW6875  HISTORY     - 1974     MONUMENTED       USGS
 EW6875  HISTORY     - 1977     GOOD             NGS
 EW6875
 EW6875                          STATION DESCRIPTION
 EW6875
 EW6875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6875'4.9 MI SOUTH FROM PALMDALE.
 EW6875'4.9 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW6875'BOULEVARD AT PALMDALE, 0.3 MILES NORTHEAST OF ANGELES FOREST HIGHWAY,
 EW6875'IN TOP OF THE NORTH END OF WEST CONCRETE HEAD WALL FOR A 24-INCH
 EW6875'CULVERT, 23.6 FT. WEST CENTER LINE SIERRA HIGHWAY, 0.5 FT. SOUTH
 EW6875'OF NORTH END OF HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0391 ***********************************************************************
 DW0391  DESIGNATION -  2 G MWDSC
 DW0391  PID         -  DW0391
 DW0391  STATE/COUNTY-  CA/RIVERSIDE
 DW0391  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0391
 DW0391                         *CURRENT SURVEY CONTROL
 DW0391  ___________________________________________________________________
 DW0391* NAD 83(1986)-  33 40 42.     (N)    115 51 06.     (W)     SCALED    
 DW0391* NAVD 88     -       531.05   (+/-2cm)    1742.3    (feet)  VERTCON   
 DW0391  ___________________________________________________________________
 DW0391  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW0391  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0391
 DW0391.The horizontal coordinates were scaled from a topographic map and have
 DW0391.an estimated accuracy of +/- 6 seconds.
 DW0391
 DW0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0391.The vertical order pertains to the NGVD 29 superseded value.
 DW0391
 DW0391.The geoid height was determined by GEOID03.
 DW0391
 DW0391;                    North         East    Units  Estimated Accuracy
 DW0391;SPC CA 6     -   667,720.    2,036,940.      MT  (+/- 180 meters Scaled)
 DW0391
 DW0391                          SUPERSEDED SURVEY CONTROL
 DW0391
 DW0391  NGVD 29 (??/??/??)  530.337  (m)         1739.95   (f) ADJUSTED    1 2
 DW0391
 DW0391.Superseded values are not recommended for survey control.
 DW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0391.See file dsdata.txt to determine how the superseded data were derived.
 DW0391
 DW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT064270(NAD 83)
 DW0391_MARKER: DD = SURVEY DISK
 DW0391_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0391_SP_SET: UNSPECIFIED ROCK
 DW0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0391
 DW0391  HISTORY     - Date     Condition        Report By
 DW0391  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0391  HISTORY     - 1974     MARK NOT FOUND   NGS
 DW0391  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0391
 DW0391                          STATION DESCRIPTION
 DW0391
 DW0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0391'25.5 MI W FROM DESERT CENTER.
 DW0391'ABOUT 1 MILE WEST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION OF
 DW0391'COTTONWOOD SPRINGS ROAD, ABOUT 2500 FEET NORTH OF THE ROAD, ON
 DW0391'THE SOUTHEAST END OF A LONG LOW BLACK RIDGE, EAST OF A LARGE WASH,
 DW0391'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0391'DISK SET IN A ROCK AND MARKED WITH A TEE.  NOTE-- IN OPEN DESERT
 DW0391'WITH LITTLE REFERENCE POINTS TO REFER TO.  PROBABLY STILL IN
 DW0391'PLACE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY
 DW0391'6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0391
 DW0391                          STATION RECOVERY (1985)
 DW0391
 DW0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0387 ***********************************************************************
 DW0387  DESIGNATION -  2 H MWDSC
 DW0387  PID         -  DW0387
 DW0387  STATE/COUNTY-  CA/RIVERSIDE
 DW0387  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0387
 DW0387                         *CURRENT SURVEY CONTROL
 DW0387  ___________________________________________________________________
 DW0387* NAD 83(1986)-  33 40 42.     (N)    115 49 44.     (W)     SCALED    
 DW0387* NAVD 88     -       527.41   (+/-2cm)    1730.3    (feet)  VERTCON   
 DW0387  ___________________________________________________________________
 DW0387  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW0387  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0387
 DW0387.The horizontal coordinates were scaled from a topographic map and have
 DW0387.an estimated accuracy of +/- 6 seconds.
 DW0387
 DW0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0387.The vertical order pertains to the NGVD 29 superseded value.
 DW0387
 DW0387.The geoid height was determined by GEOID03.
 DW0387
 DW0387;                    North         East    Units  Estimated Accuracy
 DW0387;SPC CA 6     -   667,730.    2,039,050.      MT  (+/- 180 meters Scaled)
 DW0387
 DW0387                          SUPERSEDED SURVEY CONTROL
 DW0387
 DW0387  NGVD 29 (??/??/??)  526.691  (m)         1727.99   (f) ADJUSTED    1 1
 DW0387
 DW0387.Superseded values are not recommended for survey control.
 DW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0387.See file dsdata.txt to determine how the superseded data were derived.
 DW0387
 DW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT085271(NAD 83)
 DW0387_MARKER: DD = SURVEY DISK
 DW0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0387_STAMPING: 2 H
 DW0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0387+STABILITY: SURFACE MOTION
 DW0387
 DW0387  HISTORY     - Date     Condition        Report By
 DW0387  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0387  HISTORY     - 1974     GOOD             NGS
 DW0387  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DW0387
 DW0387                          STATION DESCRIPTION
 DW0387
 DW0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0387'23.2 MI NE FROM MECCA.
 DW0387'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0387'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0387'THENCE 1.7 MILES WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0387'THE COLORADO RIVER AQUEDUCT, THENCE 0.2 MILE SOUTH ALONG A TRACK
 DW0387'ROAD, AT THE WEST BASE OF A LONG LOW BARREN RIDGE, AT A POINT
 DW0387'WHERE THE TRACK ROAD TURNS TO THE SOUTHWEST, 32 FEET WEST OF THE
 DW0387'CENTER LINE OF THE ROAD, 102 FEET NORTHWEST OF THE WEST BASE OF
 DW0387'THE RIDGE, 1.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 DW0387'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 DW0387'ABOVE THE GROUND.  SEC 3, T6S, R11E.
 DW0387
 DW0387                          STATION RECOVERY (1989)
 DW0387
 DW0387'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DW0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1123 ***********************************************************************
 DW1123  DESIGNATION -  2 HD PV 11 51 SCECO
 DW1123  PID         -  DW1123
 DW1123  STATE/COUNTY-  CA/RIVERSIDE
 DW1123  USGS QUAD   -  SIDEWINDER WELL (1983)
 DW1123
 DW1123                         *CURRENT SURVEY CONTROL
 DW1123  ___________________________________________________________________
 DW1123* NAD 83(1986)-  33 39 54.     (N)    115 12 57.     (W)     SCALED    
 DW1123* NAVD 88     -       205.556  (meters)     674.39   (feet)  ADJUSTED  
 DW1123  ___________________________________________________________________
 DW1123  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DW1123  DYNAMIC HT  -         205.327 (meters)     673.64  (feet)  COMP
 DW1123  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 DW1123  OBS GRAVITY -     979,521.5   (mgal)                       GRAV_OBS
 DW1123
 DW1123  VERT ORDER  -  FIRST     CLASS I
 DW1123
 DW1123.The horizontal coordinates were scaled from a topographic map and have
 DW1123.an estimated accuracy of +/- 6 seconds.
 DW1123
 DW1123.The orthometric height was determined by differential leveling
 DW1123.and adjusted in June 1991.
 DW1123
 DW1123.The geoid height was determined by GEOID03.
 DW1123
 DW1123.The dynamic height is computed by dividing the NAVD 88
 DW1123.geopotential number by the normal gravity value computed on the
 DW1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW1123.degrees latitude (g = 980.6199 gals.).
 DW1123
 DW1123.The modeled gravity was interpolated from observed gravity values.
 DW1123.The observed gravity was obtained from relative gravimeter ties
 DW1123.to the IGSN71 gravity network.
 DW1123
 DW1123;                    North         East    Units  Estimated Accuracy
 DW1123;SPC CA 6     -   666,650.    2,095,910.      MT  (+/- 180 meters Scaled)
 DW1123
 DW1123                          SUPERSEDED SURVEY CONTROL
 DW1123
 DW1123.No superseded survey control is available for this station.
 DW1123
 DW1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT654264(NAD 83)
 DW1123_MARKER: P = PIPE CAP
 DW1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW1123_SP_SET: SHALLOW-SET PIPE
 DW1123_STAMPING: 2HD PV 11 51
 DW1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW1123
 DW1123  HISTORY     - Date     Condition        Report By
 DW1123  HISTORY     - 1951     MONUMENTED       SCECO
 DW1123  HISTORY     - 1978     GOOD             NGS
 DW1123
 DW1123                          STATION DESCRIPTION
 DW1123
 DW1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DW1123'11.9 MI SE FROM DESERT CENTER.
 DW1123'10.0 MILES EAST ALONG INTERSTATE 10 FROM THE OVERPASS OVER STATE
 DW1123'HIGHWAY 177 AT DESERT CENTER, THENCE 1.95 MILES SOUTHEAST ALONG
 DW1123'CHUCKWALLA ROAD, 0.2 MILES WEST OF BRIDGE NUMBER 56C-103 OVER A
 DW1123'DRAINAGE DITCH, 165 FEET NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2178 ***********************************************************************
 DX2178  DESIGNATION -  2 J 21 68
 DX2178  PID         -  DX2178
 DX2178  STATE/COUNTY-  CA/ORANGE
 DX2178  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX2178
 DX2178                         *CURRENT SURVEY CONTROL
 DX2178  ___________________________________________________________________
 DX2178* NAD 83(1986)-  33 52 26.     (N)    117 40 34.     (W)     SCALED    
 DX2178* NAVD 88     -       132.640  (meters)     435.17   (feet)  ADJUSTED  
 DX2178  ___________________________________________________________________
 DX2178  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DX2178  DYNAMIC HT  -         132.496 (meters)     434.70  (feet)  COMP
 DX2178  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 DX2178
 DX2178  VERT ORDER  -  FIRST     CLASS I
 DX2178
 DX2178.The horizontal coordinates were scaled from a topographic map and have
 DX2178.an estimated accuracy of +/- 6 seconds.
 DX2178
 DX2178.The orthometric height was determined by differential leveling
 DX2178.and adjusted in June 1991.
 DX2178.WARNING-Repeat measurements at this control monument indicate possible
 DX2178.vertical movement.
 DX2178
 DX2178.The geoid height was determined by GEOID03.
 DX2178
 DX2178.The dynamic height is computed by dividing the NAVD 88
 DX2178.geopotential number by the normal gravity value computed on the
 DX2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2178.degrees latitude (g = 980.6199 gals.).
 DX2178
 DX2178.The modeled gravity was interpolated from observed gravity values.
 DX2178
 DX2178;                    North         East    Units  Estimated Accuracy
 DX2178;SPC CA 6     -   690,240.    1,868,060.      MT  (+/- 180 meters Scaled)
 DX2178
 DX2178                          SUPERSEDED SURVEY CONTROL
 DX2178
 DX2178  NGVD 29 (??/??/92)  131.887  (m)          432.70   (f) ADJ UNCH    1 1
 DX2178
 DX2178.Superseded values are not recommended for survey control.
 DX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2178.See file dsdata.txt to determine how the superseded data were derived.
 DX2178
 DX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT374483(NAD 83)
 DX2178_MARKER: DD = SURVEY DISK
 DX2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2178_SP_SET: CONCRETE POST
 DX2178_STAMPING: 2J-21-68 LINE 403
 DX2178_MARK LOGO: CA-059
 DX2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2178+STABILITY: SURFACE MOTION
 DX2178
 DX2178  HISTORY     - Date     Condition        Report By
 DX2178  HISTORY     - 1968     MONUMENTED       CA-059
 DX2178  HISTORY     - 1974     GOOD             CA-059
 DX2178  HISTORY     - 1977     GOOD             NGS
 DX2178  HISTORY     - 1988     GOOD             NGS
 DX2178  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2178
 DX2178                          STATION DESCRIPTION
 DX2178
 DX2178'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2178'1.5 MI E FROM GYPSUM.
 DX2178'1.50 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2178'FROM THE RAILWAY STATION AT GYPSUM, ABOUT 0.50 MILE WEST ALONG THE
 DX2178'RAILWAY FROM THE RAILWAY CROSSING OF THE SANTA ANA RIVER, ABOUT
 DX2178'0.20 MILE EAST OF MILE POLE NUMBER 31, NEAR THE COUNTY LINE,
 DX2178'7 TELEPHONE AND TELEGRAPH POLES WEST OF THE GREEN RIVER GOLF
 DX2178'CLUB DIRT SERVICE ROAD CROSSING OF THE RAILWAY, 4 FEET WEST OF
 DX2178'A TELEPHONE POLE (NO NUMBER), ON LINE WITH THE POLES TO THE WEST,
 DX2178'41 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE TOP OF A
 DX2178'CONCRETE POST, ABOUT 1 FOOT HIGHER THAN THE GROUND, ABOUT LEVEL
 DX2178'WITH THE RAIL, WITNESSED BY STEEL POSTS 2 FEET EAST AND 2 FEET
 DX2178'WEST.
 DX2178
 DX2178                          STATION RECOVERY (1974)
 DX2178
 DX2178'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2178'RECOVERED IN GOOD CONDITION.
 DX2178
 DX2178                          STATION RECOVERY (1977)
 DX2178
 DX2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2178'RECOVERED IN GOOD CONDITION.
 DX2178
 DX2178                          STATION RECOVERY (1988)
 DX2178
 DX2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2178'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.30
 DX2178'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2178'STATE HIGHWAY 91 OVERPASS IN PRADO DAM, 0.3 KM (0.20 MI) WEST OF THE
 DX2178'CROSSING OF A DIRT ROAD WHICH IS AT THE GREEN RIVER GOLF COURSE, 12.4
 DX2178'M (40.7 FT) SOUTH OF THE SOUTH RAIL, 1.2 M (3.9 FT) WEST OF A
 DX2178'TELEPHONE POLE, 0.30 M (1.0 FT) EAST OF A STEEL WITNESS POST.
 DX2178'THE MARK IS 0.30 METERS  W FROM  A 2ND STEEL WITNESS POST
 DX2178'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 DX2178
 DX2178                          STATION RECOVERY (2006)
 DX2178
 DX2178'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2179 ***********************************************************************
 DX2179  DESIGNATION -  2 J 22 68
 DX2179  PID         -  DX2179
 DX2179  STATE/COUNTY-  CA/ORANGE
 DX2179  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX2179
 DX2179                         *CURRENT SURVEY CONTROL
 DX2179  ___________________________________________________________________
 DX2179* NAD 83(1986)-  33 52 29.     (N)    117 40 52.     (W)     SCALED    
 DX2179* NAVD 88     -       128.456  (meters)     421.44   (feet)  ADJUSTED  
 DX2179  ___________________________________________________________________
 DX2179  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DX2179  DYNAMIC HT  -         128.316 (meters)     420.98  (feet)  COMP
 DX2179  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 DX2179
 DX2179  VERT ORDER  -  FIRST     CLASS I
 DX2179
 DX2179.The horizontal coordinates were scaled from a topographic map and have
 DX2179.an estimated accuracy of +/- 6 seconds.
 DX2179
 DX2179.The orthometric height was determined by differential leveling
 DX2179.and adjusted in June 1991.
 DX2179
 DX2179.The geoid height was determined by GEOID03.
 DX2179
 DX2179.The dynamic height is computed by dividing the NAVD 88
 DX2179.geopotential number by the normal gravity value computed on the
 DX2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2179.degrees latitude (g = 980.6199 gals.).
 DX2179
 DX2179.The modeled gravity was interpolated from observed gravity values.
 DX2179
 DX2179;                    North         East    Units  Estimated Accuracy
 DX2179;SPC CA 6     -   690,340.    1,867,600.      MT  (+/- 180 meters Scaled)
 DX2179
 DX2179                          SUPERSEDED SURVEY CONTROL
 DX2179
 DX2179  NGVD 29 (??/??/92)  127.696  (m)          418.95   (f) ADJ UNCH    1 1
 DX2179
 DX2179.Superseded values are not recommended for survey control.
 DX2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2179.See file dsdata.txt to determine how the superseded data were derived.
 DX2179
 DX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT370484(NAD 83)
 DX2179_MARKER: DD = SURVEY DISK
 DX2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2179_SP_SET: CONCRETE POST
 DX2179_STAMPING: 2J 22-68 LINE 403
 DX2179_MARK LOGO: CA-059
 DX2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2179+STABILITY: SURFACE MOTION
 DX2179
 DX2179  HISTORY     - Date     Condition        Report By
 DX2179  HISTORY     - 1968     MONUMENTED       CA-059
 DX2179  HISTORY     - 1974     GOOD             CA-059
 DX2179  HISTORY     - 1977     GOOD             NGS
 DX2179  HISTORY     - 1988     GOOD             NGS
 DX2179  HISTORY     - 20031207 MARK NOT FOUND   GEOCAC
 DX2179  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2179
 DX2179                          STATION DESCRIPTION
 DX2179
 DX2179'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2179'1.1 MI E FROM GYPSUM.
 DX2179'1.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2179'FROM THE RAILWAY STATION AT GYPSUM, ABOUT 0.15 MILE WEST OF MILE
 DX2179'POLE NUMBER 31, 5 TELEPHONE AND TELEGRAPH POLES EAST OF SEMAPHORE
 DX2179'SIGNAL NUMBER 311, ABOUT 4 FEET WEST OF A TELEPHONE POLE AND ON
 DX2179'LINE WITH THE POLE LINE TO THE WEST, AT THE BASE OF A STEEP CUT
 DX2179'BANK, SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST, 20 FEET
 DX2179'NORTH OF THE NORTH RAIL OF THE TRACK, ABOUT 1 FOOT HIGHER THAN
 DX2179'THE GROUND, ABOUT 0.30 OF A FOOT LOWER THAN THE RAIL, WITNESSED
 DX2179'BY STEEL POSTS 2 FEET EAST AND 2 FEET WEST.
 DX2179
 DX2179                          STATION RECOVERY (1974)
 DX2179
 DX2179'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2179'RECOVERED IN GOOD CONDITION.
 DX2179
 DX2179                          STATION RECOVERY (1977)
 DX2179
 DX2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2179'RECOVERED IN GOOD CONDITION.
 DX2179
 DX2179                          STATION RECOVERY (1988)
 DX2179
 DX2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2179'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KM (1.60
 DX2179'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2179'STATE HIGHWAY 91 OVERPASS IN PRADO DAM, 0.8 KM (0.50 MI) WEST OF THE
 DX2179'DIRT ROAD CROSSING AT THE GREEN RIVER GOLF COURSE, 0.2 KM (0.10 MI)
 DX2179'EAST OF RAILROAD SIGNAL 312, 6.0 M (19.7 FT) NORTH OF THE NORTH RAIL,
 DX2179'1.2 M (3.9 FT) WEST OF TELEPHONE POLE 5, 0.30 M (1.0 FT) WEST OF A
 DX2179'STEEL POST.
 DX2179'THE MARK IS 0.30 METERS  E FROM  A STEEL POST
 DX2179'THE MARK IS 0.3 M BELOW THE RAILROAD.
 DX2179
 DX2179                          STATION RECOVERY (2003)
 DX2179
 DX2179'RECOVERY NOTE BY GEOCACHING 2003 (LJK)
 DX2179'MARK NOT FOUND.
 DX2179
 DX2179                          STATION RECOVERY (2006)
 DX2179
 DX2179'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2889 ***********************************************************************
 DX2889  DESIGNATION -  2 J 23 68
 DX2889  PID         -  DX2889
 DX2889  STATE/COUNTY-  CA/ORANGE
 DX2889  USGS QUAD   -  PRADO DAM (1981)
 DX2889
 DX2889                         *CURRENT SURVEY CONTROL
 DX2889  ___________________________________________________________________
 DX2889* NAD 83(1986)-  33 52 38.     (N)    117 41 26.     (W)     SCALED    
 DX2889* NAVD 88     -       128.388  (meters)     421.22   (feet)  ADJUSTED  
 DX2889  ___________________________________________________________________
 DX2889  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DX2889  DYNAMIC HT  -         128.248 (meters)     420.76  (feet)  COMP
 DX2889  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 DX2889
 DX2889  VERT ORDER  -  FIRST     CLASS I
 DX2889
 DX2889.The horizontal coordinates were scaled from a topographic map and have
 DX2889.an estimated accuracy of +/- 6 seconds.
 DX2889
 DX2889.The orthometric height was determined by differential leveling
 DX2889.and adjusted in June 1991.
 DX2889
 DX2889.The geoid height was determined by GEOID03.
 DX2889
 DX2889.The dynamic height is computed by dividing the NAVD 88
 DX2889.geopotential number by the normal gravity value computed on the
 DX2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2889.degrees latitude (g = 980.6199 gals.).
 DX2889
 DX2889.The modeled gravity was interpolated from observed gravity values.
 DX2889
 DX2889;                    North         East    Units  Estimated Accuracy
 DX2889;SPC CA 6     -   690,630.    1,866,730.      MT  (+/- 180 meters Scaled)
 DX2889
 DX2889                          SUPERSEDED SURVEY CONTROL
 DX2889
 DX2889  NGVD 29 (??/??/92)  127.631  (m)          418.74   (f) ADJ UNCH    1 1
 DX2889
 DX2889.Superseded values are not recommended for survey control.
 DX2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2889.See file dsdata.txt to determine how the superseded data were derived.
 DX2889
 DX2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT361487(NAD 83)
 DX2889_MARKER: DD = SURVEY DISK
 DX2889_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2889_SP_SET: CULVERT HEADWALL
 DX2889_STAMPING: 2J-23-68 LINE 403
 DX2889_MARK LOGO: CA-059
 DX2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2889+STABILITY: SURFACE MOTION
 DX2889
 DX2889  HISTORY     - Date     Condition        Report By
 DX2889  HISTORY     - 1968     MONUMENTED       CA-059
 DX2889  HISTORY     - 1969     GOOD             CA-059
 DX2889  HISTORY     - 1974     GOOD             CA-059
 DX2889  HISTORY     - 1977     GOOD             NGS
 DX2889  HISTORY     - 1988     GOOD             NGS
 DX2889  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2889
 DX2889                          STATION DESCRIPTION
 DX2889
 DX2889'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2889'0.6 MI E FROM GYPSUM.
 DX2889'0.60 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2889'FROM THE STATION AT GYPSUM TO THE BEGINNING OF A DEEP CUT FOR
 DX2889'THE RAILWAY, ABOUT 650 FEET WEST OF THE ENTRANCE OF THE SANTA
 DX2889'ANA RIVER INTO THE ANAHEIM UNION WATER COMPANY CONCRETE CANAL,
 DX2889'AT AN OLD WOODEN FLUME CROSSING OF THE CANAL, 8.6 FEET NORTH
 DX2889'OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP OF AND 1 FOOT FROM
 DX2889'THE EAST END OF A CONCRETE HEADWALL WITH 1919 SCRIBED IN THE TOP
 DX2889'OF THE HEADWALL, 0.90 OF A FOOT LOWER THAN THE RAIL.
 DX2889
 DX2889                          STATION RECOVERY (1974)
 DX2889
 DX2889'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2889'RECOVERED IN GOOD CONDITION.
 DX2889
 DX2889                          STATION RECOVERY (1977)
 DX2889
 DX2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2889'RECOVERED IN GOOD CONDITION.
 DX2889
 DX2889                          STATION RECOVERY (1988)
 DX2889
 DX2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2889'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM (2.10
 DX2889'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2889'STATE HIGHWAY 91 OVERPASS IN PRADO DAM, AT A POINT WHERE A DIRT ROAD
 DX2889'DIVERGES FROM THE RAILROAD, AT THE WEST END OF A DEEP RAILROAD CUT,
 DX2889'2.6 M (8.5 FT) NORTH OF THE NORTH RAIL, 5.9 M (19.4 FT) EAST OF THE
 DX2889'ABANDONED BASE FOR A RAILROAD SIGNAL.
 DX2889'THE MARK IS 0.5 M BELOW THE RAILROAD.
 DX2889
 DX2889                          STATION RECOVERY (2006)
 DX2889
 DX2889'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2891 ***********************************************************************
 DX2891  DESIGNATION -  2 J 24 69
 DX2891  PID         -  DX2891
 DX2891  STATE/COUNTY-  CA/ORANGE
 DX2891  USGS QUAD   -  PRADO DAM (1981)
 DX2891
 DX2891                         *CURRENT SURVEY CONTROL
 DX2891  ___________________________________________________________________
 DX2891* NAD 83(1986)-  33 52 33.     (N)    117 42 32.     (W)     SCALED    
 DX2891* NAVD 88     -       125.171  (meters)     410.67   (feet)  READJUSTED
 DX2891  ___________________________________________________________________
 DX2891  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DX2891  DYNAMIC HT  -         125.030 (meters)     410.20  (feet)  COMP
 DX2891  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 DX2891
 DX2891  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2891
 DX2891.The horizontal coordinates were scaled from a topographic map and have
 DX2891.an estimated accuracy of +/- 6 seconds.
 DX2891
 DX2891.The orthometric height was determined by differential leveling
 DX2891.and adjusted in February 1993.
 DX2891.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2891.distribution rate of 1.1 thru 2.0 mm/km.
 DX2891.The height was derived from older observations constrained to new
 DX2891.heights in a crustal motion area.  The height is approximate in
 DX2891.relation to other heights in its vicinity.
 DX2891
 DX2891.The geoid height was determined by GEOID03.
 DX2891
 DX2891.The dynamic height is computed by dividing the NAVD 88
 DX2891.geopotential number by the normal gravity value computed on the
 DX2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2891.degrees latitude (g = 980.6199 gals.).
 DX2891
 DX2891.The modeled gravity was interpolated from observed gravity values.
 DX2891
 DX2891;                    North         East    Units  Estimated Accuracy
 DX2891;SPC CA 6     -   690,500.    1,865,030.      MT  (+/- 180 meters Scaled)
 DX2891
 DX2891                          SUPERSEDED SURVEY CONTROL
 DX2891
 DX2891  NGVD 29 (??/??/92)  124.416  (m)          408.19   (f) ADJ UNCH    1 1
 DX2891
 DX2891.Superseded values are not recommended for survey control.
 DX2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2891.See file dsdata.txt to determine how the superseded data were derived.
 DX2891
 DX2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT344486(NAD 83)
 DX2891_MARKER: DD = SURVEY DISK
 DX2891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2891_SP_SET: HEADWALL
 DX2891_STAMPING: 2J-24-69 LINE 403
 DX2891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2891
 DX2891  HISTORY     - Date     Condition        Report By
 DX2891  HISTORY     - 1969     MONUMENTED       CA-059
 DX2891  HISTORY     - 1974     GOOD             CA-059
 DX2891  HISTORY     - 1977     GOOD             NGS
 DX2891
 DX2891                          STATION DESCRIPTION
 DX2891
 DX2891'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2891'0.5 MI W FROM GYPSUM.
 DX2891'0.50 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2891'FROM THE STATION AT GYPSUM TO A HIGH POWER LINE CROSSING OF THE
 DX2891'RAILWAY, ABOUT 0.28 MILE EAST OF MILE POLE NUMBER 33, ABOUT
 DX2891'25 FEET EAST ALONG THE TRACK FROM THE POWER LINE CROSSING, 26
 DX2891'FEET NORTHEAST OF POWER POLE NUMBER PS 396X-246765E WHICH IS
 DX2891'THE SOUTH POLE OF THE LINE CROSSING, 1077793E IS THE NUMBER OF
 DX2891'THE NORTH POLE OF THE CROSSING, SET IN THE TOP OF THE EAST END
 DX2891'OF A CONCRETE HEADWALL WITH 1939 SCRIBED IN THE SOUTH FACE OF
 DX2891'THE HEADWALL, 31.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 DX2891'ABOUT 15 FEET LOWER THAN THE RAIL.
 DX2891
 DX2891                          STATION RECOVERY (1974)
 DX2891
 DX2891'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2891'RECOVERED IN GOOD CONDITION.
 DX2891
 DX2891                          STATION RECOVERY (1977)
 DX2891
 DX2891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2896 ***********************************************************************
 DX2896  DESIGNATION -  2 J 26 69
 DX2896  PID         -  DX2896
 DX2896  STATE/COUNTY-  CA/ORANGE
 DX2896  USGS QUAD   -  PRADO DAM (1981)
 DX2896
 DX2896                         *CURRENT SURVEY CONTROL
 DX2896  ___________________________________________________________________
 DX2896* NAD 83(1986)-  33 53 02.     (N)    117 44 23.     (W)     SCALED    
 DX2896* NAVD 88     -       118.487  (meters)     388.74   (feet)  READJUSTED
 DX2896  ___________________________________________________________________
 DX2896  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DX2896  DYNAMIC HT  -         118.360 (meters)     388.32  (feet)  COMP
 DX2896  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 DX2896
 DX2896  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2896
 DX2896.The horizontal coordinates were scaled from a topographic map and have
 DX2896.an estimated accuracy of +/- 6 seconds.
 DX2896
 DX2896.The orthometric height was determined by differential leveling
 DX2896.and adjusted in February 1993.
 DX2896.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2896.distribution rate of 0.0 thru 1.0 mm/km.
 DX2896.The height was derived from older observations constrained to new
 DX2896.heights in a crustal motion area.  The height is approximate in
 DX2896.relation to other heights in its vicinity.
 DX2896
 DX2896.The geoid height was determined by GEOID03.
 DX2896
 DX2896.The dynamic height is computed by dividing the NAVD 88
 DX2896.geopotential number by the normal gravity value computed on the
 DX2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2896.degrees latitude (g = 980.6199 gals.).
 DX2896
 DX2896.The modeled gravity was interpolated from observed gravity values.
 DX2896
 DX2896;                    North         East    Units  Estimated Accuracy
 DX2896;SPC CA 6     -   691,430.    1,862,190.      MT  (+/- 180 meters Scaled)
 DX2896
 DX2896                          SUPERSEDED SURVEY CONTROL
 DX2896
 DX2896  NGVD 29 (??/??/92)  117.736  (m)          386.27   (f) ADJ UNCH    1 1
 DX2896
 DX2896.Superseded values are not recommended for survey control.
 DX2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2896.See file dsdata.txt to determine how the superseded data were derived.
 DX2896
 DX2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT315495(NAD 83)
 DX2896_MARKER: DD = SURVEY DISK
 DX2896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2896_SP_SET: HEADWALL
 DX2896_STAMPING: 2J-26-69 LINE 403
 DX2896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2896
 DX2896  HISTORY     - Date     Condition        Report By
 DX2896  HISTORY     - 1969     MONUMENTED       CA-059
 DX2896  HISTORY     - 1974     GOOD             CA-059
 DX2896  HISTORY     - 1977     GOOD             NGS
 DX2896  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2896
 DX2896                          STATION DESCRIPTION
 DX2896
 DX2896'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2896'0.4 MI E FROM HORSE SHOE.
 DX2896'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2896'FROM THE ESPERANZA ROAD CROSSING OF THE RAILWAY AT HORSE SHOE
 DX2896'BEND, ABOUT 325 FEET EAST OF MILE POLE NUMBER 35, 88 FEET WEST
 DX2896'OF THE WEST END OF A CONCRETE AND WOOD RETAINING WALL, 38.5 FEET
 DX2896'WEST OF TELEPHONE AND TELEGRAPH POLE NUMBER 14K, AT A WOODEN
 DX2896'SLUICE BOX ACROSS THE ANAHEIM UNION WATER COMPANY CANAL, SET IN
 DX2896'THE TOP OF THE EAST END OF A CONCRETE HEADWALL WITH 1922 SCRIBED
 DX2896'IN THE TOP OF THE HEADWALL, 23 FEET NORTH OF THE NORTH RAIL OF
 DX2896'THE TRACK, 3.3 FEET LOWER THAN THE RAIL.
 DX2896
 DX2896                          STATION RECOVERY (1974)
 DX2896
 DX2896'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2896'RECOVERED IN GOOD CONDITION.
 DX2896
 DX2896                          STATION RECOVERY (1977)
 DX2896
 DX2896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2896'RECOVERED IN GOOD CONDITION.
 DX2896
 DX2896                          STATION RECOVERY (1988)
 DX2896
 DX2896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2896'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3323 ***********************************************************************
 DX3323  DESIGNATION -  2 J 27 69
 DX3323  PID         -  DX3323
 DX3323  STATE/COUNTY-  CA/ORANGE
 DX3323  USGS QUAD   -  YORBA LINDA (1981)
 DX3323
 DX3323                         *CURRENT SURVEY CONTROL
 DX3323  ___________________________________________________________________
 DX3323* NAD 83(1986)-  33 52 37.     (N)    117 45 04.     (W)     SCALED    
 DX3323* NAVD 88     -       113.680  (meters)     372.97   (feet)  READJUSTED
 DX3323  ___________________________________________________________________
 DX3323  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DX3323  DYNAMIC HT  -         113.560 (meters)     372.57  (feet)  COMP
 DX3323  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 DX3323
 DX3323  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX3323
 DX3323.The horizontal coordinates were scaled from a topographic map and have
 DX3323.an estimated accuracy of +/- 6 seconds.
 DX3323
 DX3323.The orthometric height was determined by differential leveling
 DX3323.and adjusted in February 1993.
 DX3323.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX3323.distribution rate of 1.1 thru 2.0 mm/km.
 DX3323.The height was derived from older observations constrained to new
 DX3323.heights in a crustal motion area.  The height is approximate in
 DX3323.relation to other heights in its vicinity.
 DX3323
 DX3323.The geoid height was determined by GEOID03.
 DX3323
 DX3323.The dynamic height is computed by dividing the NAVD 88
 DX3323.geopotential number by the normal gravity value computed on the
 DX3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3323.degrees latitude (g = 980.6199 gals.).
 DX3323
 DX3323.The modeled gravity was interpolated from observed gravity values.
 DX3323
 DX3323;                    North         East    Units  Estimated Accuracy
 DX3323;SPC CA 6     -   690,680.    1,861,130.      MT  (+/- 180 meters Scaled)
 DX3323
 DX3323                          SUPERSEDED SURVEY CONTROL
 DX3323
 DX3323  NGVD 29 (??/??/92)  112.931  (m)          370.51   (f) ADJ UNCH    1 1
 DX3323
 DX3323.Superseded values are not recommended for survey control.
 DX3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3323.See file dsdata.txt to determine how the superseded data were derived.
 DX3323
 DX3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT305487(NAD 83)
 DX3323_MARKER: DD = SURVEY DISK
 DX3323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3323_SP_SET: CONCRETE HEADWALL
 DX3323_STAMPING: 2J-27-69 LINE 403
 DX3323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3323
 DX3323  HISTORY     - Date     Condition        Report By
 DX3323  HISTORY     - 1969     MONUMENTED       CA-059
 DX3323  HISTORY     - 1974     GOOD             CA-059
 DX3323  HISTORY     - 1977     GOOD             NGS
 DX3323  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX3323  HISTORY     - 20070526 MARK NOT FOUND   GEOCAC
 DX3323
 DX3323                          STATION DESCRIPTION
 DX3323
 DX3323'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX3323'5.1 MI E FROM ATWOOD.
 DX3323'5.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX3323'FROM THE POST OFFICE IN ATWOOD TO A 36 INCH PIPE CULVERT
 DX3323'UNDERCROSSING OF ESPERANZA ROAD, BETWEEN POWER POLES NUMBER
 DX3323'1830305E AND 1830306E WHICH ARE NORTH OF THE ROAD, 47.5 FEET
 DX3323'SOUTH OF THE CENTER LINE OF THE ROAD, 125 FEET EAST OF A OIL
 DX3323'ROAD PRIVATE DRIVE CROSSING OF THE RAILROAD, 19 FEET NORTH OF
 DX3323'THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF AND 1 FOOT
 DX3323'EAST OF THE WEST END OF A CONCRETE HEADWALL, 1944 SCRIBED IN THE
 DX3323'NORTH FACE OF THE HEADWALL, 7.7 FEET LOWER THAN THE RAIL.
 DX3323
 DX3323                          STATION RECOVERY (1974)
 DX3323
 DX3323'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3323'RECOVERED IN GOOD CONDITION.
 DX3323
 DX3323                          STATION RECOVERY (1977)
 DX3323
 DX3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX3323'RECOVERED IN GOOD CONDITION.
 DX3323
 DX3323                          STATION RECOVERY (1988)
 DX3323
 DX3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3323'NOT RECOVERED.  THE HEADWALL COULD NOT BE FOUND.
 DX3323
 DX3323                          STATION RECOVERY (2007)
 DX3323
 DX3323'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX3323'NO HEADWALL FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2900 ***********************************************************************
 DX2900  DESIGNATION -  2 J 28 69
 DX2900  PID         -  DX2900
 DX2900  STATE/COUNTY-  CA/ORANGE
 DX2900  USGS QUAD   -  YORBA LINDA (1981)
 DX2900
 DX2900                         *CURRENT SURVEY CONTROL
 DX2900  ___________________________________________________________________
 DX2900* NAD 83(1986)-  33 52 31.     (N)    117 45 26.     (W)     SCALED    
 DX2900* NAVD 88     -       107.566  (meters)     352.91   (feet)  READJUSTED
 DX2900  ___________________________________________________________________
 DX2900  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DX2900  DYNAMIC HT  -         107.450 (meters)     352.53  (feet)  COMP
 DX2900  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DX2900  OBS GRAVITY -     979,548.8   (mgal)                       GRAV_OBS
 DX2900
 DX2900  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2900
 DX2900.The horizontal coordinates were scaled from a topographic map and have
 DX2900.an estimated accuracy of +/- 6 seconds.
 DX2900
 DX2900.The orthometric height was determined by differential leveling
 DX2900.and adjusted in February 1993.
 DX2900.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2900.distribution rate of 1.1 thru 2.0 mm/km.
 DX2900.The height was derived from older observations constrained to new
 DX2900.heights in a crustal motion area.  The height is approximate in
 DX2900.relation to other heights in its vicinity.
 DX2900
 DX2900.The geoid height was determined by GEOID03.
 DX2900
 DX2900.The dynamic height is computed by dividing the NAVD 88
 DX2900.geopotential number by the normal gravity value computed on the
 DX2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2900.degrees latitude (g = 980.6199 gals.).
 DX2900
 DX2900.The modeled gravity was interpolated from observed gravity values.
 DX2900.The observed gravity was obtained from relative gravimeter ties
 DX2900.to the IGSN71 gravity network.
 DX2900
 DX2900;                    North         East    Units  Estimated Accuracy
 DX2900;SPC CA 6     -   690,500.    1,860,560.      MT  (+/- 180 meters Scaled)
 DX2900
 DX2900                          SUPERSEDED SURVEY CONTROL
 DX2900
 DX2900  NGVD 29 (??/??/92)  106.817  (m)          350.45   (f) ADJ UNCH    1 1
 DX2900
 DX2900.Superseded values are not recommended for survey control.
 DX2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2900.See file dsdata.txt to determine how the superseded data were derived.
 DX2900
 DX2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT299485(NAD 83)
 DX2900_MARKER: DD = SURVEY DISK
 DX2900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2900_SP_SET: HEADWALL
 DX2900_STAMPING: 2J-28-69 LINE 403
 DX2900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2900
 DX2900  HISTORY     - Date     Condition        Report By
 DX2900  HISTORY     - 1969     MONUMENTED       CA-059
 DX2900  HISTORY     - 1974     GOOD             CA-059
 DX2900  HISTORY     - 1977     GOOD             NGS
 DX2900  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2900
 DX2900                          STATION DESCRIPTION
 DX2900
 DX2900'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2900'4.7 MI E FROM ATWOOD.
 DX2900'4.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2900'FROM THE POST OFFICE IN ATWOOD TO THE SIGN BOARD AT ESPERANZA
 DX2900'STATION, 385 FEET EAST ALONG THE TRACK FROM THE SIGN BOARD,
 DX2900'84 FEET SOUTH OF THE CENTER LINE OF ESPERANZA ROAD, 12.8 FEET
 DX2900'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, SET IN THE TOP OF
 DX2900'AND 1.0 FOOT WEST OF THE EAST END OF A CONCRETE HEADWALL, AT THE
 DX2900'HINGE POINT OF THE HEADWALL AND A CONCRETE RETAINING WALL,
 DX2900'4.1 FEET LOWER THAN THE RAIL, WITNESSED BY A STEEL POST, 20
 DX2900'FEET WEST AT THE WEST END OF THE HEADWALL.
 DX2900
 DX2900                          STATION RECOVERY (1974)
 DX2900
 DX2900'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2900'RECOVERED IN GOOD CONDITION.
 DX2900
 DX2900                          STATION RECOVERY (1977)
 DX2900
 DX2900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2900'RECOVERED IN GOOD CONDITION.
 DX2900
 DX2900                          STATION RECOVERY (1988)
 DX2900
 DX2900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2900'NOT RECOVERED.  THE HEADWALL COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2277 ***********************************************************************
 DX2277  DESIGNATION -  2 J 29 69
 DX2277  PID         -  DX2277
 DX2277  STATE/COUNTY-  CA/ORANGE
 DX2277  USGS QUAD   -  ORANGE (1981)
 DX2277
 DX2277                         *CURRENT SURVEY CONTROL
 DX2277  ___________________________________________________________________
 DX2277* NAD 83(1986)-  33 52 27.     (N)    117 45 51.     (W)     SCALED    
 DX2277* NAVD 88     -       101.503  (meters)     333.01   (feet)  READJUSTED
 DX2277  ___________________________________________________________________
 DX2277  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DX2277  DYNAMIC HT  -         101.390 (meters)     332.64  (feet)  COMP
 DX2277  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DX2277
 DX2277  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2277
 DX2277.The horizontal coordinates were scaled from a topographic map and have
 DX2277.an estimated accuracy of +/- 6 seconds.
 DX2277
 DX2277.The orthometric height was determined by differential leveling
 DX2277.and adjusted in February 1993.
 DX2277.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2277.distribution rate of 1.1 thru 2.0 mm/km.
 DX2277.The height was derived from older observations constrained to new
 DX2277.heights in a crustal motion area.  The height is approximate in
 DX2277.relation to other heights in its vicinity.
 DX2277
 DX2277.The geoid height was determined by GEOID03.
 DX2277
 DX2277.The dynamic height is computed by dividing the NAVD 88
 DX2277.geopotential number by the normal gravity value computed on the
 DX2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2277.degrees latitude (g = 980.6199 gals.).
 DX2277
 DX2277.The modeled gravity was interpolated from observed gravity values.
 DX2277
 DX2277;                    North         East    Units  Estimated Accuracy
 DX2277;SPC CA 6     -   690,390.    1,859,910.      MT  (+/- 180 meters Scaled)
 DX2277
 DX2277                          SUPERSEDED SURVEY CONTROL
 DX2277
 DX2277  NGVD 29 (??/??/92)  100.754  (m)          330.56   (f) ADJ UNCH    1 1
 DX2277
 DX2277.Superseded values are not recommended for survey control.
 DX2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2277.See file dsdata.txt to determine how the superseded data were derived.
 DX2277
 DX2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT293484(NAD 83)
 DX2277_MARKER: DD = SURVEY DISK
 DX2277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2277_SP_SET: HEADWALL
 DX2277_STAMPING: 2J-29-69 LINE 403
 DX2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2277
 DX2277  HISTORY     - Date     Condition        Report By
 DX2277  HISTORY     - 1969     MONUMENTED       CA-059
 DX2277  HISTORY     - 1974     GOOD             CA-059
 DX2277  HISTORY     - 1977     GOOD             NGS
 DX2277  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2277
 DX2277                          STATION DESCRIPTION
 DX2277
 DX2277'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2277'4.3 MI E FROM ATWOOD.
 DX2277'ABOUT 4.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2277'RAILWAY FROM THE POST OFFICE IN ATWOOD TO A CULVERT UNDERCROSSING
 DX2277'OF ESPERANZA ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DX2277'36 FEET WEST OF AN OIL ROAD CROSSING OF THE RAILWAY, 10.7
 DX2277'FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP OF
 DX2277'AND 1 FOOT EAST OF THE WEST END OF A CONCRETE HEADWALL, 3.7
 DX2277'FEET LOWER THAN THE RAIL, WITNESSED BY STEEL POST AT THE EAST
 DX2277'END OF THE HEADWALL.
 DX2277
 DX2277                          STATION RECOVERY (1974)
 DX2277
 DX2277'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2277'RECOVERED IN GOOD CONDITION.
 DX2277
 DX2277                          STATION RECOVERY (1977)
 DX2277
 DX2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2277'RECOVERED IN GOOD CONDITION.
 DX2277
 DX2277                          STATION RECOVERY (1988)
 DX2277
 DX2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2277'NOT RECOVERED.  NO HEADWALL COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2275 ***********************************************************************
 DX2275  DESIGNATION -  2 J 30 69
 DX2275  PID         -  DX2275
 DX2275  STATE/COUNTY-  CA/ORANGE
 DX2275  USGS QUAD   -  ORANGE (1981)
 DX2275
 DX2275                         *CURRENT SURVEY CONTROL
 DX2275  ___________________________________________________________________
 DX2275* NAD 83(1986)-  33 52 15.     (N)    117 46 13.     (W)     SCALED    
 DX2275* NAVD 88     -        97.43   (+/-2cm)     319.7    (feet)  VERTCON   
 DX2275  ___________________________________________________________________
 DX2275  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DX2275  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2275
 DX2275.The horizontal coordinates were scaled from a topographic map and have
 DX2275.an estimated accuracy of +/- 6 seconds.
 DX2275
 DX2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2275.The vertical order pertains to the NGVD 29 superseded value.
 DX2275
 DX2275.The geoid height was determined by GEOID03.
 DX2275
 DX2275;                    North         East    Units  Estimated Accuracy
 DX2275;SPC CA 6     -   690,030.    1,859,340.      MT  (+/- 180 meters Scaled)
 DX2275
 DX2275                          SUPERSEDED SURVEY CONTROL
 DX2275
 DX2275  NGVD 29 (??/??/??)   96.671  (m)          317.16   (f) ADJUSTED    1 1
 DX2275
 DX2275.Superseded values are not recommended for survey control.
 DX2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2275.See file dsdata.txt to determine how the superseded data were derived.
 DX2275
 DX2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT287481(NAD 83)
 DX2275_MARKER: DD = SURVEY DISK
 DX2275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2275_SP_SET: HEADWALL
 DX2275_STAMPING: 2J-30-69 LINE 403
 DX2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2275
 DX2275  HISTORY     - Date     Condition        Report By
 DX2275  HISTORY     - 1969     MONUMENTED       CA-059
 DX2275  HISTORY     - 1974     GOOD             CA-059
 DX2275  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2275
 DX2275                          STATION DESCRIPTION
 DX2275
 DX2275'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2275'3.9 MI E FROM ATWOOD.
 DX2275'ABOUT 3.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2275'RAILWAY FROM THE POST OFFICE IN ATWOOD TO A TWIN 36 INCH CULVERT
 DX2275'UNDERCROSSING OF ESPERANZA ROAD AT STRUCTURE NUMBER S-36, ABOUT
 DX2275'100 FEET WEST OF A PRIVATE OIL ROAD CROSSING, ABOUT 390 FEET
 DX2275'EAST OF MILE POLE NUMBER 37, 12 FEET SOUTH OF THE SOUTH RAIL
 DX2275'OF THE TRACK, 71 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DX2275'SET IN THE TOP OF AND 1 FOOT WEST OF THE EAST END OF A CONCRETE
 DX2275'HEADWALL, ABOUT 4.3 FEET BELOW THE RAIL.
 DX2275
 DX2275                          STATION RECOVERY (1974)
 DX2275
 DX2275'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2275'RECOVERED IN GOOD CONDITION.
 DX2275
 DX2275                          STATION RECOVERY (1977)
 DX2275
 DX2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2275'CULVERT HEADWALL AT SOUTH SIDE OF RAILWAY HAS BEEN BURIED BY CHANNEL
 DX2275'REMODELING, MARK IS BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2273 ***********************************************************************
 DX2273  DESIGNATION -  2 J 31 69
 DX2273  PID         -  DX2273
 DX2273  STATE/COUNTY-  CA/ORANGE
 DX2273  USGS QUAD   -  ORANGE (1981)
 DX2273
 DX2273                         *CURRENT SURVEY CONTROL
 DX2273  ___________________________________________________________________
 DX2273* NAD 83(1986)-  33 51 46.     (N)    117 47 03.     (W)     SCALED    
 DX2273* NAVD 88     -        95.420  (meters)     313.06   (feet)  ADJUSTED  
 DX2273  ___________________________________________________________________
 DX2273  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DX2273  DYNAMIC HT  -          95.317 (meters)     312.72  (feet)  COMP
 DX2273  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DX2273
 DX2273  VERT ORDER  -  FIRST     CLASS I
 DX2273
 DX2273.The horizontal coordinates were scaled from a topographic map and have
 DX2273.an estimated accuracy of +/- 6 seconds.
 DX2273
 DX2273.The orthometric height was determined by differential leveling
 DX2273.and adjusted in June 1991.
 DX2273.WARNING-Repeat measurements at this control monument indicate possible
 DX2273.vertical movement.
 DX2273
 DX2273.The geoid height was determined by GEOID03.
 DX2273
 DX2273.The dynamic height is computed by dividing the NAVD 88
 DX2273.geopotential number by the normal gravity value computed on the
 DX2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2273.degrees latitude (g = 980.6199 gals.).
 DX2273
 DX2273.The modeled gravity was interpolated from observed gravity values.
 DX2273
 DX2273;                    North         East    Units  Estimated Accuracy
 DX2273;SPC CA 6     -   689,150.    1,858,040.      MT  (+/- 180 meters Scaled)
 DX2273
 DX2273                          SUPERSEDED SURVEY CONTROL
 DX2273
 DX2273  NGVD 29 (??/??/92)   94.661  (m)          310.57   (f) ADJ UNCH    1 1
 DX2273
 DX2273.Superseded values are not recommended for survey control.
 DX2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2273.See file dsdata.txt to determine how the superseded data were derived.
 DX2273
 DX2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT274472(NAD 83)
 DX2273_MARKER: DD = SURVEY DISK
 DX2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2273_SP_SET: CONCRETE POST
 DX2273_STAMPING: LINE-403 2J-31-69
 DX2273_MARK LOGO: CA-059
 DX2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2273+STABILITY: SURFACE MOTION
 DX2273
 DX2273  HISTORY     - Date     Condition        Report By
 DX2273  HISTORY     - 1969     MONUMENTED       CA-059
 DX2273  HISTORY     - 1974     GOOD             CA-059
 DX2273  HISTORY     - 1977     GOOD             NGS
 DX2273  HISTORY     - 1988     GOOD             NGS
 DX2273  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2273
 DX2273                          STATION DESCRIPTION
 DX2273
 DX2273'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2273'2.9 MI E FROM ATWOOD.
 DX2273'2.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2273'FROM THE POST OFFICE IN ATWOOD TO ITS INTERSECTION WITH THE
 DX2273'CENTER LINE PROLONGATION OF FAIRMONT STREET, ABOUT 290 FEET
 DX2273'EAST ALONG THE RAILWAY FROM THE CENTER LINE PROLONGATION OF
 DX2273'THE STREET TO MILE POLE NUMBER 38, 3.6 FEET EAST OF THE MILE
 DX2273'POLE, 1.5 FEET LOWER THAN THE RAIL, SET IN THE TOP OF A 6 INCH
 DX2273'BY 6 INCH CONCRETE POST, 1.5 FEET LOWER THAN THE RAIL, 0.40 OF A
 DX2273'FOOT ABOVE THE GROUND, WITNESSED BY STEEL POST 2 FEET EAST.
 DX2273
 DX2273                          STATION RECOVERY (1974)
 DX2273
 DX2273'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2273'RECOVERED IN GOOD CONDITION.
 DX2273
 DX2273                          STATION RECOVERY (1977)
 DX2273
 DX2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2273'RECOVERED IN GOOD CONDITION.
 DX2273
 DX2273                          STATION RECOVERY (1988)
 DX2273
 DX2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM (2.40
 DX2273'MI) EAST ALONG ORANGE-THORPE AVNUE FROM THE INTERSECTION OF VAN BUREN
 DX2273'STREET IN ATWOOD, THENCE 0.5 KM (0.30 MI) EAST ALONG ESPERANZA ROAD,
 DX2273'AT THE ATCHISON TOPEKA AND SANTA FE RAILROAD MILE POLE 38, 19.5 M
 DX2273'(64.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD,
 DX2273'88.4 M (290.0 FT) EAST OF THE EXTENDED CENTERLINE OF FAIRLYNN STREET,
 DX2273'1.8 M (5.9 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD, 1.1 M (3.6
 DX2273'FT) SOUTHEAST OF THE MILE POLE.
 DX2273'THE MARK IS 1.5 M BELOW THE ROAD.
 DX2273
 DX2273                          STATION RECOVERY (2006)
 DX2273
 DX2273'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2268 ***********************************************************************
 DX2268  DESIGNATION -  2 J 33 69
 DX2268  PID         -  DX2268
 DX2268  STATE/COUNTY-  CA/ORANGE
 DX2268  USGS QUAD   -  ORANGE (1981)
 DX2268
 DX2268                         *CURRENT SURVEY CONTROL
 DX2268  ___________________________________________________________________
 DX2268* NAD 83(1986)-  33 51 49.     (N)    117 47 54.     (W)     SCALED    
 DX2268* NAVD 88     -        85.920  (meters)     281.89   (feet)  READJUSTED
 DX2268  ___________________________________________________________________
 DX2268  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DX2268  DYNAMIC HT  -          85.830 (meters)     281.59  (feet)  COMP
 DX2268  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DX2268
 DX2268  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2268
 DX2268.The horizontal coordinates were scaled from a topographic map and have
 DX2268.an estimated accuracy of +/- 6 seconds.
 DX2268
 DX2268.The orthometric height was determined by differential leveling
 DX2268.and adjusted in February 1993.
 DX2268.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2268.distribution rate of 1.1 thru 2.0 mm/km.
 DX2268.The height was derived from older observations constrained to new
 DX2268.heights in a crustal motion area.  The height is approximate in
 DX2268.relation to other heights in its vicinity.
 DX2268
 DX2268.The geoid height was determined by GEOID03.
 DX2268
 DX2268.The dynamic height is computed by dividing the NAVD 88
 DX2268.geopotential number by the normal gravity value computed on the
 DX2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2268.degrees latitude (g = 980.6199 gals.).
 DX2268
 DX2268.The modeled gravity was interpolated from observed gravity values.
 DX2268
 DX2268;                    North         East    Units  Estimated Accuracy
 DX2268;SPC CA 6     -   689,260.    1,856,740.      MT  (+/- 180 meters Scaled)
 DX2268
 DX2268                          SUPERSEDED SURVEY CONTROL
 DX2268
 DX2268  NGVD 29 (??/??/92)   85.171  (m)          279.43   (f) ADJ UNCH    1 1
 DX2268
 DX2268.Superseded values are not recommended for survey control.
 DX2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2268.See file dsdata.txt to determine how the superseded data were derived.
 DX2268
 DX2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT261473(NAD 83)
 DX2268_MARKER: DD = SURVEY DISK
 DX2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2268_SP_SET: CONCRETE POST
 DX2268_STAMPING: LINE-403 2J-33-69
 DX2268_MARK LOGO: CA-059
 DX2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2268+STABILITY: SURFACE MOTION
 DX2268
 DX2268  HISTORY     - Date     Condition        Report By
 DX2268  HISTORY     - 1969     MONUMENTED       CA-059
 DX2268  HISTORY     - 1974     GOOD             CA-059
 DX2268  HISTORY     - 1977     GOOD             NGS
 DX2268  HISTORY     - 1988     POOR             NGS
 DX2268
 DX2268                          STATION DESCRIPTION
 DX2268
 DX2268'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX2268'2 MI E FROM ATWOOD.
 DX2268'2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2268'FROM THE POST OFFICE IN ATWOOD TO ITS INTERSECTION WITH THE
 DX2268'CENTER LINE PROLONGATION OF CONCERTO STREET, 11.5 FEET NORTH
 DX2268'OF THE NORTH RAIL OF THE TRACK ON LINE WITH THE CENTER LINE
 DX2268'PROLONGATION OF THE STREET, 23.7 FEET WEST OF A TELEPHONE AND
 DX2268'TELEGRAPH POLE (NO NUMBER), 32 FEET SOUTHWEST OF A FIRE PLUG,
 DX2268'31.5 FEET SOUTH OF THE CENTER LINE OF ORANGETHORPE AVENUE,
 DX2268'118 FEET WEST ALONG THE RAILWAY FROM THE CENTER LINE PROLONGATION
 DX2268'OF THE STEEL TOWERS OF A TRANSMISSION LINE TO THE SOUTH, SET IN
 DX2268'THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST, 2.4 FEET LOWER
 DX2268'THAN THE RAIL, 0.30 OF A FOOT ABOVE THE GROUND, WITNESSED BY A
 DX2268'STEEL POST 2 FEET NORTH.
 DX2268
 DX2268                          STATION RECOVERY (1974)
 DX2268
 DX2268'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2268'RECOVERED IN GOOD CONDITION.
 DX2268
 DX2268                          STATION RECOVERY (1977)
 DX2268
 DX2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2268'RECOVERED IN GOOD CONDITION.
 DX2268
 DX2268                          STATION RECOVERY (1988)
 DX2268
 DX2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2268'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2269 ***********************************************************************
 DX2269  DESIGNATION -  2 J 34 73
 DX2269  PID         -  DX2269
 DX2269  STATE/COUNTY-  CA/ORANGE
 DX2269  USGS QUAD   -  ORANGE (1981)
 DX2269
 DX2269                         *CURRENT SURVEY CONTROL
 DX2269  ___________________________________________________________________
 DX2269* NAD 83(1986)-  33 51 46.     (N)    117 47 29.     (W)     SCALED    
 DX2269* NAVD 88     -        90.455  (meters)     296.77   (feet)  READJUSTED
 DX2269  ___________________________________________________________________
 DX2269  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DX2269  DYNAMIC HT  -          90.360 (meters)     296.46  (feet)  COMP
 DX2269  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DX2269
 DX2269  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX2269
 DX2269.The horizontal coordinates were scaled from a topographic map and have
 DX2269.an estimated accuracy of +/- 6 seconds.
 DX2269
 DX2269.The orthometric height was determined by differential leveling
 DX2269.and adjusted in February 1993.
 DX2269.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX2269.distribution rate of 1.1 thru 2.0 mm/km.
 DX2269.The height was derived from older observations constrained to new
 DX2269.heights in a crustal motion area.  The height is approximate in
 DX2269.relation to other heights in its vicinity.
 DX2269
 DX2269.The geoid height was determined by GEOID03.
 DX2269
 DX2269.The dynamic height is computed by dividing the NAVD 88
 DX2269.geopotential number by the normal gravity value computed on the
 DX2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2269.degrees latitude (g = 980.6199 gals.).
 DX2269
 DX2269.The modeled gravity was interpolated from observed gravity values.
 DX2269
 DX2269;                    North         East    Units  Estimated Accuracy
 DX2269;SPC CA 6     -   689,160.    1,857,380.      MT  (+/- 180 meters Scaled)
 DX2269
 DX2269                          SUPERSEDED SURVEY CONTROL
 DX2269
 DX2269  NGVD 29 (??/??/92)   89.706  (m)          294.31   (f) ADJ UNCH    1 1
 DX2269
 DX2269.Superseded values are not recommended for survey control.
 DX2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2269.See file dsdata.txt to determine how the superseded data were derived.
 DX2269
 DX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT267472(NAD 83)
 DX2269_MARKER: DD = SURVEY DISK
 DX2269_SETTING: 0 = UNSPECIFIED SETTING
 DX2269_STAMPING: 2J-34-73
 DX2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2269
 DX2269  HISTORY     - Date     Condition        Report By
 DX2269  HISTORY     - 1973     MONUMENTED       CA-059
 DX2269  HISTORY     - 1977     GOOD             NGS
 DX2269  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2269
 DX2269                          STATION DESCRIPTION
 DX2269
 DX2269'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2269'AT ATWOOD.
 DX2269'APPROXIMATELY 200 FEET WEST ALONG THE ATCHISON, TOPEKA AND
 DX2269'SANTA FE RAILWAY FROM THE INTERSECTION OF IMPERIAL HIGHWAY
 DX2269'AND ORANGETHORPE AVENUE, 105 FEET NORTH OF THE NORTHERN MOST
 DX2269'RAIL OF THE TRACK, 35 FEET NORTH OF THE CENTERLINE OF ORANGETHORPE
 DX2269'AVENUE AND ABOUT LEVEL WITH THE ROAD.
 DX2269
 DX2269                          STATION RECOVERY (1977)
 DX2269
 DX2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2269'CORRECTION-183 FT. WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2269'RAILWAY FROM THE INTERSECTION OF IMPERIAL HIGHWAY AND ORANGETHORPE
 DX2269'AVENUE, 105 FT. NORTH OF THE NORTH RAIL OF THE TRACK, 31.5 FT. NORTH
 DX2269'OF THE CENTER LINE OF ORANGETHORPE AVENUE, 183 FT. WEST OF THE
 DX2269'NORTHWEST CORNER OF THE INTERSECTION, 86.3 FT. WEST OF A HIGH VOLTAGE
 DX2269'POWER POLE, SET IN THE TOP OF A 6-INCH SQUARE CONCRET POST ABOUT
 DX2269'LEVEL WITH THE AVENUE.
 DX2269
 DX2269                          STATION RECOVERY (1988)
 DX2269
 DX2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2269'NOT RECOVERED.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2861 ***********************************************************************
 EW2861  DESIGNATION -  2 J 41 CAHD
 EW2861  PID         -  EW2861
 EW2861  STATE/COUNTY-  CA/LOS ANGELES
 EW2861  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW2861
 EW2861                         *CURRENT SURVEY CONTROL
 EW2861  ___________________________________________________________________
 EW2861* NAD 83(1986)-  34 39 33.     (N)    118 46 32.     (W)     SCALED    
 EW2861* NAVD 88     -       732.35   (+/-2cm)    2402.7    (feet)  VERTCON   
 EW2861  ___________________________________________________________________
 EW2861  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 EW2861  VERT ORDER  -  THIRD (See Below)
 EW2861
 EW2861.The horizontal coordinates were scaled from a topographic map and have
 EW2861.an estimated accuracy of +/- 6 seconds.
 EW2861
 EW2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2861.The vertical order pertains to the NGVD 29 superseded value.
 EW2861
 EW2861.The geoid height was determined by GEOID03.
 EW2861
 EW2861;                    North         East    Units  Estimated Accuracy
 EW2861;SPC CA 5     -   628,850.    1,928,920.      MT  (+/- 180 meters Scaled)
 EW2861
 EW2861                          SUPERSEDED SURVEY CONTROL
 EW2861
 EW2861  NGVD 29 (??/??/??)  731.48   (m)         2399.9    (f) RESET       3  
 EW2861
 EW2861.Superseded values are not recommended for survey control.
 EW2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2861.See file dsdata.txt to determine how the superseded data were derived.
 EW2861
 EW2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU372366(NAD 83)
 EW2861_MARKER: DD = SURVEY DISK
 EW2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2861_STAMPING: 2 J 41
 EW2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2861+STABILITY: SURFACE MOTION
 EW2861
 EW2861  HISTORY     - Date     Condition        Report By
 EW2861  HISTORY     - UNK      MONUMENTED       CADH
 EW2861  HISTORY     - 1942     GOOD             NGS
 EW2861  HISTORY     - 1958     MARK NOT FOUND   NGS
 EW2861
 EW2861                          STATION DESCRIPTION
 EW2861
 EW2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EW2861'4.7 MI S FROM CASWELLS.
 EW2861'ABOUT 4.73 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM CASWELLS,
 EW2861'ABOUT 150 FEET NORTH OF HIGHWAY CULVERT J 12 40 AND ABOUT 132
 EW2861'FEET SOUTH OF A LARGE HIGHWAY ADVERTISING SIGN, ABOUT 39 FEET
 EW2861'NORTH OF A HIGHWAY FILL, ABOUT 66 FEET WEST OF THE CENTER OF
 EW2861'THE HIGHWAY AND ABOUT 1 FOOT EAST OF A FENCE.  A CALIFORNIA STANDARD
 EW2861'SURVEY HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 2 J 41 AND SET IN
 EW2861'THE TOP OF A CONCRETE POST.
 EW2861
 EW2861                          STATION RECOVERY (1958)
 EW2861
 EW2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EW2861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2894 ***********************************************************************
 DX2894  DESIGNATION -  2 J 45 74
 DX2894  PID         -  DX2894
 DX2894  STATE/COUNTY-  CA/ORANGE
 DX2894  USGS QUAD   -  PRADO DAM (1981)
 DX2894
 DX2894                         *CURRENT SURVEY CONTROL
 DX2894  ___________________________________________________________________
 DX2894* NAD 83(1986)-  33 52 32.     (N)    117 43 44.     (W)     SCALED    
 DX2894* NAVD 88     -       119.515  (meters)     392.11   (feet)  READJUSTED
 DX2894  ___________________________________________________________________
 DX2894  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DX2894  DYNAMIC HT  -         119.380 (meters)     391.67  (feet)  COMP
 DX2894  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DX2894
 DX2894  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2894
 DX2894.The horizontal coordinates were scaled from a topographic map and have
 DX2894.an estimated accuracy of +/- 6 seconds.
 DX2894
 DX2894.The orthometric height was determined by differential leveling
 DX2894.and adjusted in February 1993.
 DX2894.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2894.distribution rate of 0.0 thru 1.0 mm/km.
 DX2894.The height was derived from older observations constrained to new
 DX2894.heights in a crustal motion area.  The height is approximate in
 DX2894.relation to other heights in its vicinity.
 DX2894
 DX2894.The geoid height was determined by GEOID03.
 DX2894
 DX2894.The dynamic height is computed by dividing the NAVD 88
 DX2894.geopotential number by the normal gravity value computed on the
 DX2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2894.degrees latitude (g = 980.6199 gals.).
 DX2894
 DX2894.The modeled gravity was interpolated from observed gravity values.
 DX2894
 DX2894;                    North         East    Units  Estimated Accuracy
 DX2894;SPC CA 6     -   690,500.    1,863,180.      MT  (+/- 180 meters Scaled)
 DX2894
 DX2894                          SUPERSEDED SURVEY CONTROL
 DX2894
 DX2894  NGVD 29 (??/??/92)  118.763  (m)          389.64   (f) ADJ UNCH    1 1
 DX2894
 DX2894.Superseded values are not recommended for survey control.
 DX2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2894.See file dsdata.txt to determine how the superseded data were derived.
 DX2894
 DX2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT325485(NAD 83)
 DX2894_MARKER: DD = SURVEY DISK
 DX2894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2894_SP_SET: CULVERT
 DX2894_STAMPING: 2J-45-74
 DX2894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2894
 DX2894  HISTORY     - Date     Condition        Report By
 DX2894  HISTORY     - 1974     MONUMENTED       CA-059
 DX2894  HISTORY     - 1977     GOOD             NGS
 DX2894  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2894
 DX2894                          STATION DESCRIPTION
 DX2894
 DX2894'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2894'1.9 MI E FROM ANAHEIM.
 DX2894'1.6 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2894'FROM ITS INTERSECTION WITH ESPERANZA ROAD, 289 FEET SOUTHEAST
 DX2894'OF THE RAILROAD MILE POST 34, 21 FEET NORTHEAST OF THE NORTH
 DX2894'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 29 FEET
 DX2894'SOUTHEAST OF A TELEPHONE POLE MARKED WITH A METAL LETTER K, 12
 DX2894'FEET BELOW THE TOP OF THE RAIL, 11 FEET SOUTHWEST OF THE CENTERLINE
 DX2894'OF THE DIRT ROAD AND 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD,
 DX2894'SET ON TOP OF THE EAST END OF THE HEADWALL OF THE NORTHEAST END
 DX2894'OF A 24 INCH DIAMETER REINFORCED CONCRETE PIPE CULVERT OF THE
 DX2894'RAILROAD.
 DX2894
 DX2894                          STATION RECOVERY (1977)
 DX2894
 DX2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2894'RECOVERED IN GOOD CONDITION.
 DX2894
 DX2894                          STATION RECOVERY (1988)
 DX2894
 DX2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2894'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2893 ***********************************************************************
 DX2893  DESIGNATION -  2 J 46 74
 DX2893  PID         -  DX2893
 DX2893  STATE/COUNTY-  CA/ORANGE
 DX2893  USGS QUAD   -  PRADO DAM (1981)
 DX2893
 DX2893                         *CURRENT SURVEY CONTROL
 DX2893  ___________________________________________________________________
 DX2893* NAD 83(1986)-  33 52 32.     (N)    117 42 50.     (W)     SCALED    
 DX2893* NAVD 88     -       130.342  (meters)     427.63   (feet)  ADJUSTED  
 DX2893  ___________________________________________________________________
 DX2893  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DX2893  DYNAMIC HT  -         130.200 (meters)     427.16  (feet)  COMP
 DX2893  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 DX2893
 DX2893  VERT ORDER  -  FIRST     CLASS I
 DX2893
 DX2893.The horizontal coordinates were scaled from a topographic map and have
 DX2893.an estimated accuracy of +/- 6 seconds.
 DX2893
 DX2893.The orthometric height was determined by differential leveling
 DX2893.and adjusted in June 1991.
 DX2893
 DX2893.The geoid height was determined by GEOID03.
 DX2893
 DX2893.The dynamic height is computed by dividing the NAVD 88
 DX2893.geopotential number by the normal gravity value computed on the
 DX2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2893.degrees latitude (g = 980.6199 gals.).
 DX2893
 DX2893.The modeled gravity was interpolated from observed gravity values.
 DX2893
 DX2893;                    North         East    Units  Estimated Accuracy
 DX2893;SPC CA 6     -   690,480.    1,864,570.      MT  (+/- 180 meters Scaled)
 DX2893
 DX2893                          SUPERSEDED SURVEY CONTROL
 DX2893
 DX2893  NGVD 29 (??/??/92)  129.588  (m)          425.16   (f) ADJ UNCH    1 1
 DX2893
 DX2893.Superseded values are not recommended for survey control.
 DX2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2893.See file dsdata.txt to determine how the superseded data were derived.
 DX2893
 DX2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT339485(NAD 83)
 DX2893_MARKER: DD = SURVEY DISK
 DX2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2893_SP_SET: CONCRETE POST
 DX2893_STAMPING: 2J-46-74
 DX2893_MARK LOGO: CA-059
 DX2893_PROJECTION: FLUSH
 DX2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2893+STABILITY: SURFACE MOTION
 DX2893
 DX2893  HISTORY     - Date     Condition        Report By
 DX2893  HISTORY     - 1974     MONUMENTED       CA-059
 DX2893  HISTORY     - 1977     GOOD             NGS
 DX2893  HISTORY     - 1988     GOOD             NGS
 DX2893
 DX2893                          STATION DESCRIPTION
 DX2893
 DX2893'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2893'2.8 MI E FROM ANAHEIM.
 DX2893'2.5 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2893'RAILWAY FROM ITS INTERSECTION WITH ESPERANZA ROAD, 237 FEET
 DX2893'NORTHWEST OF MILE POST 33 OF THE RAILROAD, 3.5 FEET NORTHEAST OF
 DX2893'A TELEPHONE POLE, NO NUMBER, 22 FEET NORTHEAST OF THE NORTH RAIL
 DX2893'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 47 FEET SOUTHWEST
 DX2893'OF THE CENTERLINE OF A DIRT ROAD, 4 FEET BELOW THE LEVEL OF THE
 DX2893'DIRT ROAD, 2 FEET BELOW THE TOP OF THE RAILS, REFERENCED BY A
 DX2893'METAL POST GUIDE MARKER, 1.5 FEET WEST OF THE METAL POST GUIDE
 DX2893'MARKER, SET ON A 6 INCH BY 6 INCH CONCRETE MONUMENT AND 10 INCHES
 DX2893'ABOVE THE GROUND.
 DX2893
 DX2893                          STATION RECOVERY (1977)
 DX2893
 DX2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2893'ADD- STAMPING IS IN POOR CONDITION.
 DX2893
 DX2893                          STATION RECOVERY (1988)
 DX2893
 DX2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2893'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM (2.40
 DX2893'MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE INTERSECTION OF VAN
 DX2893'BUREN STREET IN ATWOOD, THENCE 4.7 KM (2.90 MI) EAST ALONG ESPERANZA
 DX2893'ROAD, THENCE 3.8 KM (2.35 MI) EAST ALONG A DIRT ROAD ON THE NORTH
 DX2893'SIDE OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 0.8 KM (0.50 MI)
 DX2893'EAST OF VIA LOMAS DE YORBA EAST ROAD, 14.3 M (46.9 FT) SOUTHWEST OF
 DX2893'THE CENTER OF A DIRT ROAD, 72.2 M (236.9 FT) NORTHWEST OF RAILROAD
 DX2893'MILE POST 33, 6.7 M (22.0 FT) NORTHEAST OF THE NORTHEAST RAIL, 1.0 M
 DX2893'(3.3 FT) NORTHEAST OF A TELEPHONE POLE.
 DX2893'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 DX2893'THE MARK IS 0.5 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2887 ***********************************************************************
 DX2887  DESIGNATION -  2 J 47 74
 DX2887  PID         -  DX2887
 DX2887  STATE/COUNTY-  CA/ORANGE
 DX2887  USGS QUAD   -  PRADO DAM (1981)
 DX2887
 DX2887                         *CURRENT SURVEY CONTROL
 DX2887  ___________________________________________________________________
 DX2887* NAD 83(1986)-  33 52 37.     (N)    117 40 22.     (W)     SCALED    
 DX2887* NAVD 88     -       133.67   (+/-2cm)     438.5    (feet)  VERTCON   
 DX2887  ___________________________________________________________________
 DX2887  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DX2887  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2887
 DX2887.The horizontal coordinates were scaled from a topographic map and have
 DX2887.an estimated accuracy of +/- 6 seconds.
 DX2887
 DX2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2887.The vertical order pertains to the NGVD 29 superseded value.
 DX2887
 DX2887.The geoid height was determined by GEOID03.
 DX2887
 DX2887;                    North         East    Units  Estimated Accuracy
 DX2887;SPC CA 6     -   690,580.    1,868,370.      MT  (+/- 180 meters Scaled)
 DX2887
 DX2887                          SUPERSEDED SURVEY CONTROL
 DX2887
 DX2887  NGVD 29 (??/??/92)  132.91   (m)          436.1    (f) COMPUTED    1 1
 DX2887
 DX2887.Superseded values are not recommended for survey control.
 DX2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2887.See file dsdata.txt to determine how the superseded data were derived.
 DX2887
 DX2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT377487(NAD 83)
 DX2887_MARKER: DD = SURVEY DISK
 DX2887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2887_SP_SET: CULVERT
 DX2887_STAMPING: 2J-47-74
 DX2887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2887+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 DX2887
 DX2887  HISTORY     - Date     Condition        Report By
 DX2887  HISTORY     - 1974     MONUMENTED       CA-059
 DX2887  HISTORY     - 1977     GOOD             NGS
 DX2887  HISTORY     - 20031207 GOOD             GEOCAC
 DX2887
 DX2887                          STATION DESCRIPTION
 DX2887
 DX2887'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2887'7.5 MI E FROM ANAHEIM.
 DX2887'FROM THE WEST BOUND ON RAMP OF THE RIVERSIDE FREEWAY AND GREEN
 DX2887'RIVER DRIVE, PROCEED NORTHERLY ALONG GREEN RIVER DRIVE THROUGH
 DX2887'THE GOLF COURSE 0.3 MILE TO THE ATCHISON, TOPEKA AND SANTA FE
 DX2887'RAILWAY, THENCE 0.2 MILE NORTHERLY ALONG A GRAVEL ROAD ALONG
 DX2887'SIDE THE GOLF COURSE, 12 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DX2887'GRAVELED ROAD, SET ON THE NORTHWEST CORNER OF THE HEADWALL OF
 DX2887'THE WEST END OF A 36 INCH REINFORCED CONCRETE PIPE CULVERT WITH
 DX2887'A 1921 MARK ON THE TOP OF THE HEADWALL, BENCHMARK IS ON THE SAME
 DX2887'LEVEL AS THE GRAVELED ROAD BY THE SIDE OF THE GREEN RIVER GOLF
 DX2887'COURSE.
 DX2887
 DX2887                          STATION RECOVERY (1977)
 DX2887
 DX2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2887'NOT LEVELED THIS RECOVERY DATE.
 DX2887
 DX2887                          STATION RECOVERY (2003)
 DX2887
 DX2887'RECOVERY NOTE BY GEOCACHING 2003 (LJK)
 DX2887'ADD TO DESCRIPTION - BARBED WIRE FENCE BETWEEN GRAVEL ROAD AND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2885 ***********************************************************************
 DX2885  DESIGNATION -  2 J 48 74
 DX2885  PID         -  DX2885
 DX2885  STATE/COUNTY-  CA/ORANGE
 DX2885  USGS QUAD   -  PRADO DAM (1981)
 DX2885
 DX2885                         *CURRENT SURVEY CONTROL
 DX2885  ___________________________________________________________________
 DX2885* NAD 83(1986)-  33 52 56.     (N)    117 40 13.     (W)     SCALED    
 DX2885* NAVD 88     -       137.01   (+/-2cm)     449.5    (feet)  VERTCON   
 DX2885  ___________________________________________________________________
 DX2885  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DX2885  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2885
 DX2885.The horizontal coordinates were scaled from a topographic map and have
 DX2885.an estimated accuracy of +/- 6 seconds.
 DX2885
 DX2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2885.The vertical order pertains to the NGVD 29 superseded value.
 DX2885
 DX2885.The geoid height was determined by GEOID03.
 DX2885
 DX2885;                    North         East    Units  Estimated Accuracy
 DX2885;SPC CA 6     -   691,160.    1,868,610.      MT  (+/- 180 meters Scaled)
 DX2885
 DX2885                          SUPERSEDED SURVEY CONTROL
 DX2885
 DX2885  NGVD 29 (??/??/92)  136.26   (m)          447.0    (f) COMPUTED    1 1
 DX2885
 DX2885.Superseded values are not recommended for survey control.
 DX2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2885.See file dsdata.txt to determine how the superseded data were derived.
 DX2885
 DX2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT380492(NAD 83)
 DX2885_MARKER: DD = SURVEY DISK
 DX2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2885_STAMPING: 2J-48-74
 DX2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2885+STABILITY: SURFACE MOTION
 DX2885
 DX2885  HISTORY     - Date     Condition        Report By
 DX2885  HISTORY     - 1974     MONUMENTED       CA-059
 DX2885  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2885
 DX2885                          STATION DESCRIPTION
 DX2885
 DX2885'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2885'8 MI E FROM ANAHEIM.
 DX2885'0.3 MILE NORTHERLY ALONG THE GOLF COURSE ROAD FROM THE JUNCTION
 DX2885'OF GREEN RIVER DRIVE AND THE ON-RAMP OF THE WEST-BOUND RIVERSIDE
 DX2885'FREEWAY TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, THENCE
 DX2885'0.7 MILE NORTHERLY ALONG THE GRAVEL ROAD OF THE GREEN RIVER GOLF
 DX2885'COURSE FROM ITS INTERSECTION WITH THE RAILROAD OF THE ATCHISON,
 DX2885'TOPEKA AND SANTA FE RAILWAY, 0.5 MILE NORTHERLY ALONG THE GRAVEL
 DX2885'ROAD FROM BENCH MARK 2J-47-74, 15 FEET WEST OF THE CENTERLINE
 DX2885'OF THE GRAVEL ROAD, 53 FEET SOUTHWEST OF AN ELDER TREE 2 FEET IN
 DX2885'DIAMETER, 102 FEET SOUTH OF A DOUBLE LINE 48-INCH DIAMETER
 DX2885'REINFORCED CONCRETE PIPE CULVERT, REFERENCED BY A METAL POST
 DX2885'GUIDE MARKER, 1 FOOT SOUTH OF THE METAL POST GUIDE MARKER, SET
 DX2885'ON A 6 INCH BY 6 INCH CONCRETE MONUMENT AND 2 INCHES ABOVE THE
 DX2885'GROUND.
 DX2885
 DX2885                          STATION RECOVERY (1977)
 DX2885
 DX2885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2885'DESCRIBED LOCATION RECENTLY DOZED, BENCH MARK PROBABLY DESTROYED.
 DX2885'WITNESS POST HAD BEEN RESET ERRONEOUSLY IN DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3675 ***********************************************************************
 DX3675  DESIGNATION -  2 J 50 83
 DX3675  PID         -  DX3675
 DX3675  STATE/COUNTY-  CA/ORANGE
 DX3675  USGS QUAD   -  ORANGE (1981)
 DX3675
 DX3675                         *CURRENT SURVEY CONTROL
 DX3675  ___________________________________________________________________
 DX3675* NAD 83(1986)-  33 51 46.     (N)    117 47 23.     (W)     SCALED    
 DX3675* NAVD 88     -        91.954  (meters)     301.69   (feet)  ADJUSTED  
 DX3675  ___________________________________________________________________
 DX3675  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DX3675  DYNAMIC HT  -          91.854 (meters)     301.36  (feet)  COMP
 DX3675  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 DX3675
 DX3675  VERT ORDER  -  FIRST     CLASS II
 DX3675
 DX3675.The horizontal coordinates were scaled from a topographic map and have
 DX3675.an estimated accuracy of +/- 6 seconds.
 DX3675
 DX3675.The orthometric height was determined by differential leveling
 DX3675.and adjusted in February 1997.
 DX3675
 DX3675.The geoid height was determined by GEOID03.
 DX3675
 DX3675.The dynamic height is computed by dividing the NAVD 88
 DX3675.geopotential number by the normal gravity value computed on the
 DX3675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3675.degrees latitude (g = 980.6199 gals.).
 DX3675
 DX3675.The modeled gravity was interpolated from observed gravity values.
 DX3675
 DX3675;                    North         East    Units  Estimated Accuracy
 DX3675;SPC CA 6     -   689,160.    1,857,530.      MT  (+/- 180 meters Scaled)
 DX3675
 DX3675                          SUPERSEDED SURVEY CONTROL
 DX3675
 DX3675  NAVD 88 (06/15/91)   91.960  (m)          301.71   (f) UNKNOWN     1 2
 DX3675
 DX3675.Superseded values are not recommended for survey control.
 DX3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3675.See file dsdata.txt to determine how the superseded data were derived.
 DX3675
 DX3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT269472(NAD 83)
 DX3675_MARKER: DD = SURVEY DISK
 DX3675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3675_SP_SET: CATCH BASIN
 DX3675_STAMPING: 2J 50 83
 DX3675_MARK LOGO: CA-059
 DX3675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3675+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2004
 DX3675
 DX3675  HISTORY     - Date     Condition        Report By
 DX3675  HISTORY     - 1983     MONUMENTED       CA-059
 DX3675  HISTORY     - 1988     GOOD             NGS
 DX3675  HISTORY     - 19940107 GOOD             MWDSC
 DX3675  HISTORY     - 20040103 GOOD             GEOCAC
 DX3675
 DX3675                          STATION DESCRIPTION
 DX3675
 DX3675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3675'4.0 KM (2.50 MI) EAST FROM ATWOOD.
 DX3675'4.0 KM (2.50 MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE
 DX3675'INTERSECTION OF VAN BUREN STREET IN ATWOOD, 0.13 KM (0.10 MI) EAST OF
 DX3675'THE JUNCTION OF IMPERIAL HIGHWAY, 23.6 M (77.4 FT) NORTH OF THE
 DX3675'CENTERLINE OF THE WESTBOUND LANES, 6.7 M (22.0 FT) EAST OF THE
 DX3675'CENTERLINE OF VISTA LOMA STREET, 2.5 M (8.2 FT) WEST OF THE NORTHWEST
 DX3675'CORNER OF A TELEPHONE CABLE JUNCTION BOX.
 DX3675'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DX3675
 DX3675                          STATION RECOVERY (1994)
 DX3675
 DX3675'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 DX3675'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 084.
 DX3675
 DX3675                          STATION RECOVERY (2004)
 DX3675
 DX3675'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX3675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3674 ***********************************************************************
 DX3674  DESIGNATION -  2 J 52 83
 DX3674  PID         -  DX3674
 DX3674  STATE/COUNTY-  CA/ORANGE
 DX3674  USGS QUAD   -  ORANGE (1981)
 DX3674
 DX3674                         *CURRENT SURVEY CONTROL
 DX3674  ___________________________________________________________________
 DX3674* NAD 83(1986)-  33 52 29.     (N)    117 45 42.     (W)     SCALED    
 DX3674* NAVD 88     -       105.061  (meters)     344.69   (feet)  ADJUSTED  
 DX3674  ___________________________________________________________________
 DX3674  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DX3674  DYNAMIC HT  -         104.947 (meters)     344.31  (feet)  COMP
 DX3674  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 DX3674
 DX3674  VERT ORDER  -  FIRST     CLASS II
 DX3674
 DX3674.The horizontal coordinates were scaled from a topographic map and have
 DX3674.an estimated accuracy of +/- 6 seconds.
 DX3674
 DX3674.The orthometric height was determined by differential leveling
 DX3674.and adjusted in June 1991.
 DX3674
 DX3674.The geoid height was determined by GEOID03.
 DX3674
 DX3674.The dynamic height is computed by dividing the NAVD 88
 DX3674.geopotential number by the normal gravity value computed on the
 DX3674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3674.degrees latitude (g = 980.6199 gals.).
 DX3674
 DX3674.The modeled gravity was interpolated from observed gravity values.
 DX3674
 DX3674;                    North         East    Units  Estimated Accuracy
 DX3674;SPC CA 6     -   690,450.    1,860,150.      MT  (+/- 180 meters Scaled)
 DX3674
 DX3674                          SUPERSEDED SURVEY CONTROL
 DX3674
 DX3674.No superseded survey control is available for this station.
 DX3674
 DX3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT295485(NAD 83)
 DX3674_MARKER: DD = SURVEY DISK
 DX3674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3674_SP_SET: CATCH BASIN
 DX3674_STAMPING: 2J-52-83
 DX3674_MARK LOGO: CA-059
 DX3674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3674+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 DX3674
 DX3674  HISTORY     - Date     Condition        Report By
 DX3674  HISTORY     - 1983     MONUMENTED       CA-059
 DX3674  HISTORY     - 1988     GOOD             NGS
 DX3674  HISTORY     - 20040302 GOOD             GEOCAC
 DX3674
 DX3674                          STATION DESCRIPTION
 DX3674
 DX3674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3674'7.0 KM (4.35 MI) EAST FROM ATWOOD.
 DX3674'3.9 KM (2.40 MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE
 DX3674'INTERSECTION OF VAN BUREN STREET IN ATWOOD, THENCE 3.1 KM (1.95 MI)
 DX3674'EAST ALONG ESPERANZA ROAD, IN TOP OF THE SOUTHEAST CORNER OF A CATCH
 DX3674'BASIN, 25.3 M (83.0 FT) NORTH OF THE CENTERLINE OF ESPERANZA ROAD,
 DX3674'6.4 M (21.0 FT) WEST OF THE CENTERLINE OF DOMINGUEZ RANCH ROAD.
 DX3674'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX3674
 DX3674                          STATION RECOVERY (2004)
 DX3674
 DX3674'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX3674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3672 ***********************************************************************
 DX3672  DESIGNATION -  2 J 53 83
 DX3672  PID         -  DX3672
 DX3672  STATE/COUNTY-  CA/ORANGE
 DX3672  USGS QUAD   -  YORBA LINDA (1981)
 DX3672
 DX3672                         *CURRENT SURVEY CONTROL
 DX3672  ___________________________________________________________________
 DX3672* NAD 83(1986)-  33 52 37.     (N)    117 45 05.     (W)     SCALED    
 DX3672* NAVD 88     -       115.534  (meters)     379.05   (feet)  ADJUSTED  
 DX3672  ___________________________________________________________________
 DX3672  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DX3672  DYNAMIC HT  -         115.408 (meters)     378.63  (feet)  COMP
 DX3672  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DX3672
 DX3672  VERT ORDER  -  FIRST     CLASS II
 DX3672
 DX3672.The horizontal coordinates were scaled from a topographic map and have
 DX3672.an estimated accuracy of +/- 6 seconds.
 DX3672
 DX3672.The orthometric height was determined by differential leveling
 DX3672.and adjusted in June 1991.
 DX3672
 DX3672.The geoid height was determined by GEOID03.
 DX3672
 DX3672.The dynamic height is computed by dividing the NAVD 88
 DX3672.geopotential number by the normal gravity value computed on the
 DX3672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3672.degrees latitude (g = 980.6199 gals.).
 DX3672
 DX3672.The modeled gravity was interpolated from observed gravity values.
 DX3672
 DX3672;                    North         East    Units  Estimated Accuracy
 DX3672;SPC CA 6     -   690,680.    1,861,100.      MT  (+/- 180 meters Scaled)
 DX3672
 DX3672                          SUPERSEDED SURVEY CONTROL
 DX3672
 DX3672.No superseded survey control is available for this station.
 DX3672
 DX3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT305487(NAD 83)
 DX3672_MARKER: DD = SURVEY DISK
 DX3672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3672_SP_SET: CATCH BASIN
 DX3672_STAMPING: 2J-53-83
 DX3672_MARK LOGO: CA-059
 DX3672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX3672+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2007
 DX3672
 DX3672  HISTORY     - Date     Condition        Report By
 DX3672  HISTORY     - 1983     MONUMENTED       CA-059
 DX3672  HISTORY     - 1988     GOOD             NGS
 DX3672  HISTORY     - 20070526 GOOD             GEOCAC
 DX3672
 DX3672                          STATION DESCRIPTION
 DX3672
 DX3672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3672'8.1 KM (5.05 MI) EAST FROM ATWOOD.
 DX3672'3.9 KM (2.40 MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE
 DX3672'INTERSECTION OF VAN BUREN STREET IN ATWOOD, THENCE 4.2 KM (2.60 MI)
 DX3672'EAST ALONG ESPERANZA ROAD, 0.21 KM (0.15 MI) EAST OF THE WEIR CANYON
 DX3672'OVERPASS, IN TOP OF THE NORTHWEST CORNER OF A CATCH BASIN, 11.6 M
 DX3672'(38.1 FT) NORTH OF THE CENTERLINE OF THE ROAD, 49.4 M (162.1 FT) WEST
 DX3672'OF THE WEST END OF A PARKING TURN-OUT, 1.2 M (3.9 FT) NORTH OF THE
 DX3672'NORTH CURB.
 DX3672'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX3672
 DX3672                          STATION RECOVERY (2007)
 DX3672
 DX3672'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX3672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3670 ***********************************************************************
 DX3670  DESIGNATION -  2 J 58 86
 DX3670  PID         -  DX3670
 DX3670  STATE/COUNTY-  CA/ORANGE
 DX3670  USGS QUAD   -  PRADO DAM (1981)
 DX3670
 DX3670                         *CURRENT SURVEY CONTROL
 DX3670  ___________________________________________________________________
 DX3670* NAD 83(1986)-  33 52 55.     (N)    117 44 03.     (W)     SCALED    
 DX3670* NAVD 88     -       119.329  (meters)     391.50   (feet)  ADJUSTED  
 DX3670  ___________________________________________________________________
 DX3670  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DX3670  DYNAMIC HT  -         119.198 (meters)     391.07  (feet)  COMP
 DX3670  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 DX3670
 DX3670  VERT ORDER  -  FIRST     CLASS II
 DX3670
 DX3670.The horizontal coordinates were scaled from a topographic map and have
 DX3670.an estimated accuracy of +/- 6 seconds.
 DX3670
 DX3670.The orthometric height was determined by differential leveling
 DX3670.and adjusted in June 1991.
 DX3670
 DX3670.The geoid height was determined by GEOID03.
 DX3670
 DX3670.The dynamic height is computed by dividing the NAVD 88
 DX3670.geopotential number by the normal gravity value computed on the
 DX3670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3670.degrees latitude (g = 980.6199 gals.).
 DX3670
 DX3670.The modeled gravity was interpolated from observed gravity values.
 DX3670
 DX3670;                    North         East    Units  Estimated Accuracy
 DX3670;SPC CA 6     -   691,210.    1,862,700.      MT  (+/- 180 meters Scaled)
 DX3670
 DX3670                          SUPERSEDED SURVEY CONTROL
 DX3670
 DX3670.No superseded survey control is available for this station.
 DX3670
 DX3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT321493(NAD 83)
 DX3670_MARKER: DB = BENCH MARK DISK
 DX3670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DX3670_SP_SET: ABUTMENT
 DX3670_STAMPING: 2 J 58 86
 DX3670_MARK LOGO: CA-059
 DX3670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3670
 DX3670  HISTORY     - Date     Condition        Report By
 DX3670  HISTORY     - UNK      MONUMENTED       CA-059
 DX3670  HISTORY     - 1988     GOOD             NGS
 DX3670  HISTORY     - 20040302 MARK NOT FOUND   GEOCAC
 DX3670  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3670
 DX3670                          STATION DESCRIPTION
 DX3670
 DX3670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3670'10.0 KM (6.20 MI) EAST FROM ATWOOD.
 DX3670'3.9 KM (2.40 MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE
 DX3670'INTERSECTION OF VAN BUREN STREET IN ATWOOD, THENCE 4.7 KM (2.90 MI)
 DX3670'EAST ALONG ESPERANZA ROAD, THENCE 1.4 KM (0.85 MI) EAST ALONG A DIRT
 DX3670'ROAD ON THE NORTH SIDE OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD,
 DX3670'IN TOP OF THE NORTHEAST ABUTMENT OF THE BRIDGE OVER VIA LOMAS DE
 DX3670'YORBA WEST ROAD, 6.0 M (19.7 FT) NORTHEAST OF THE NORTHEAST RAIL.
 DX3670'THE MARK IS 0.45 M BELOW THE RAILROAD.
 DX3670
 DX3670                          STATION RECOVERY (2004)
 DX3670
 DX3670'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX3670'MARK NOT FOUND.
 DX3670
 DX3670                          STATION RECOVERY (2006)
 DX3670
 DX3670'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3671 ***********************************************************************
 DX3671  DESIGNATION -  2 J 59 86
 DX3671  PID         -  DX3671
 DX3671  STATE/COUNTY-  CA/ORANGE
 DX3671  USGS QUAD   -  PRADO DAM (1981)
 DX3671
 DX3671                         *CURRENT SURVEY CONTROL
 DX3671  ___________________________________________________________________
 DX3671* NAD 83(1986)-  33 53 03.     (N)    117 44 15.     (W)     SCALED    
 DX3671* NAVD 88     -       118.421  (meters)     388.52   (feet)  ADJUSTED  
 DX3671  ___________________________________________________________________
 DX3671  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DX3671  DYNAMIC HT  -         118.290 (meters)     388.09  (feet)  COMP
 DX3671  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DX3671
 DX3671  VERT ORDER  -  FIRST     CLASS II
 DX3671
 DX3671.The horizontal coordinates were scaled from a topographic map and have
 DX3671.an estimated accuracy of +/- 6 seconds.
 DX3671
 DX3671.The orthometric height was determined by differential leveling
 DX3671.and adjusted in June 1991.
 DX3671
 DX3671.The geoid height was determined by GEOID03.
 DX3671
 DX3671.The dynamic height is computed by dividing the NAVD 88
 DX3671.geopotential number by the normal gravity value computed on the
 DX3671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3671.degrees latitude (g = 980.6199 gals.).
 DX3671
 DX3671.The modeled gravity was interpolated from observed gravity values.
 DX3671
 DX3671;                    North         East    Units  Estimated Accuracy
 DX3671;SPC CA 6     -   691,460.    1,862,400.      MT  (+/- 180 meters Scaled)
 DX3671
 DX3671                          SUPERSEDED SURVEY CONTROL
 DX3671
 DX3671.No superseded survey control is available for this station.
 DX3671
 DX3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT318495(NAD 83)
 DX3671_MARKER: DB = BENCH MARK DISK
 DX3671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX3671_SP_SET: CULVERT HEADWALL
 DX3671_STAMPING: 2 J 59 86
 DX3671_MARK LOGO: CA-059
 DX3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3671+STABILITY: SURFACE MOTION
 DX3671
 DX3671  HISTORY     - Date     Condition        Report By
 DX3671  HISTORY     - UNK      MONUMENTED       CA-059
 DX3671  HISTORY     - 1988     GOOD             NGS
 DX3671  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3671
 DX3671                          STATION DESCRIPTION
 DX3671
 DX3671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3671'9.6 KM (5.95 MI) EAST FROM ATWOOD.
 DX3671'3.9 KM (2.40 MI) EAST ALONG ORANGE-THORPE AVENUE FROM THE
 DX3671'INTERSECTION OF VAN BUREN STREET IN ATWOOD, THENCE 4.7 KM (2.90 MI)
 DX3671'EAST ALONG ESPERANZA ROAD, THENCE 1.0 KM (0.60 MI) EAST ALONG A DIRT
 DX3671'ROAD ON THE NORTH SIDE OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD,
 DX3671'IN TOP AND 0.48 M (1.6 FT) EAST OF THE WEST END OF THE NORTH HEADWALL
 DX3671'OF A BOX CULVERT, 16.6 M (54.5 FT) WEST OF A TELEPHONE POLE, 3.6 M
 DX3671'(11.8 FT) NORTH OF THE NORTH RAIL.
 DX3671'THE MARK IS 0.9 M BELOW THE RAILROAD.
 DX3671
 DX3671                          STATION RECOVERY (2006)
 DX3671
 DX3671'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0372 ***********************************************************************
 DW0372  DESIGNATION -  2 J MWDSC
 DW0372  PID         -  DW0372
 DW0372  STATE/COUNTY-  CA/RIVERSIDE
 DW0372  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0372
 DW0372                         *CURRENT SURVEY CONTROL
 DW0372  ___________________________________________________________________
 DW0372* NAD 83(1986)-  33 40 42.     (N)    115 48 41.     (W)     SCALED    
 DW0372* NAVD 88     -       539.00   (+/-2cm)    1768.4    (feet)  VERTCON   
 DW0372  ___________________________________________________________________
 DW0372  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DW0372  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0372
 DW0372.The horizontal coordinates were scaled from a topographic map and have
 DW0372.an estimated accuracy of +/- 6 seconds.
 DW0372
 DW0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0372.The vertical order pertains to the NGVD 29 superseded value.
 DW0372
 DW0372.The geoid height was determined by GEOID03.
 DW0372
 DW0372;                    North         East    Units  Estimated Accuracy
 DW0372;SPC CA 6     -   667,740.    2,040,670.      MT  (+/- 180 meters Scaled)
 DW0372
 DW0372                          SUPERSEDED SURVEY CONTROL
 DW0372
 DW0372  NGVD 29 (??/??/??)  538.282  (m)         1766.01   (f) ADJUSTED    1 1
 DW0372
 DW0372.Superseded values are not recommended for survey control.
 DW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0372.See file dsdata.txt to determine how the superseded data were derived.
 DW0372
 DW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT101271(NAD 83)
 DW0372_MARKER: DD = SURVEY DISK
 DW0372_SETTING: 80 = SET IN A BOULDER
 DW0372_SP_SET: BOULDER
 DW0372_STAMPING: 2J
 DW0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0372+STABILITY: SURFACE MOTION
 DW0372
 DW0372  HISTORY     - Date     Condition        Report By
 DW0372  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0372  HISTORY     - 1974     GOOD             NGS
 DW0372  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0372
 DW0372                          STATION DESCRIPTION
 DW0372
 DW0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0372'22 MI NE FROM MECCA.
 DW0372'20.35 MILES EAST ALONG 66TH AVENUE FROM THE JUNCTION OF STATE
 DW0372'HIGHWAY 111 AT MECCA, THENCE 1.0 MILE NORTH ALONG PARK ROUTE 1,
 DW0372'THENCE 1.0 MILE WEST ALONG A DIRT ROAD ALONG THE SOUTH SIDE OF
 DW0372'THE COLORADO RIVER AQUEDUCT, 243 FEET SOUTH OF THE CENTERLINE
 DW0372'OF THE ROAD, 305 FEET SOUTH-SOUTHWEST OF AND ACROSS THE ROADS
 DW0372'FROM BENCH MARK 1781.429 (MWDSC), 38 FEET SOUTH OF THE CENTER
 DW0372'LINE OF A BLADED DIRT ROAD, IN THE TOP OF A 3 1/2 BY 5-FOOT
 DW0372'GRANITE BOULDER WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, 1.5 FEET
 DW0372'EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GROUND,
 DW0372'ABOUT 13 FEET LOWER THAN THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 DW0372'THE SOUTH ONE OF THE TWO ROADS.  SEC 2, T6S, R11E.
 DW0372
 DW0372                          STATION RECOVERY (1976)
 DW0372
 DW0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0372'NOT SEARCHED FOR IN 1976 OFF LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7048 ***********************************************************************
 EW7048  DESIGNATION -  2 JRS USGS
 EW7048  PID         -  EW7048
 EW7048  STATE/COUNTY-  CA/VENTURA
 EW7048  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW7048
 EW7048                         *CURRENT SURVEY CONTROL
 EW7048  ___________________________________________________________________
 EW7048* NAD 83(1986)-  34 35 03.     (N)    119 15 44.     (W)     SCALED    
 EW7048* NAVD 88     -      1093.534  (meters)    3587.70   (feet)  ADJUSTED  
 EW7048  ___________________________________________________________________
 EW7048  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EW7048  DYNAMIC HT  -        1092.222 (meters)    3583.40  (feet)  COMP
 EW7048  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 EW7048
 EW7048  VERT ORDER  -  FIRST     CLASS II
 EW7048
 EW7048.The horizontal coordinates were scaled from a topographic map and have
 EW7048.an estimated accuracy of +/- 6 seconds.
 EW7048
 EW7048.The orthometric height was determined by differential leveling
 EW7048.and adjusted in June 1991.
 EW7048
 EW7048.The geoid height was determined by GEOID03.
 EW7048
 EW7048.The dynamic height is computed by dividing the NAVD 88
 EW7048.geopotential number by the normal gravity value computed on the
 EW7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7048.degrees latitude (g = 980.6199 gals.).
 EW7048
 EW7048.The modeled gravity was interpolated from observed gravity values.
 EW7048
 EW7048;                    North         East    Units  Estimated Accuracy
 EW7048;SPC CA 5     -   620,990.    1,884,210.      MT  (+/- 180 meters Scaled)
 EW7048
 EW7048                          SUPERSEDED SURVEY CONTROL
 EW7048
 EW7048.No superseded survey control is available for this station.
 EW7048
 EW7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU925292(NAD 83)
 EW7048_MARKER: DB = BENCH MARK DISK
 EW7048_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW7048_SP_SET: CURB
 EW7048_STAMPING: 2 JRS 1983
 EW7048_MARK LOGO: USGS  
 EW7048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7048
 EW7048  HISTORY     - Date     Condition        Report By
 EW7048  HISTORY     - 1983     MONUMENTED       USGS
 EW7048
 EW7048                          STATION DESCRIPTION
 EW7048
 EW7048'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7048'21.6 MI NORTH FROM OJAI.
 EW7048'0.95 MI SW ALONG STATE HWY 150 FROM POST OFFICE AT OJAI,
 EW7048'THENCE 20.6 MI N. ALONG STATE HWY 33 TO CONCRETE BRIDGE 52-79 OVER
 EW7048'DERRYDALE CREEK.  12 FEET NE OF CENTERLINE OF HWY.
 EW7048'SET IN CURB ON THE NE END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0368 ***********************************************************************
 DW0368  DESIGNATION -  2 K MWDSC
 DW0368  PID         -  DW0368
 DW0368  STATE/COUNTY-  CA/RIVERSIDE
 DW0368  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0368
 DW0368                         *CURRENT SURVEY CONTROL
 DW0368  ___________________________________________________________________
 DW0368* NAD 83(1986)-  33 40 16.     (N)    115 47 32.     (W)     SCALED    
 DW0368* NAVD 88     -       524.77   (+/-2cm)    1721.7    (feet)  VERTCON   
 DW0368  ___________________________________________________________________
 DW0368  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0368  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0368
 DW0368.The horizontal coordinates were scaled from a topographic map and have
 DW0368.an estimated accuracy of +/- 6 seconds.
 DW0368
 DW0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0368.The vertical order pertains to the NGVD 29 superseded value.
 DW0368
 DW0368.The geoid height was determined by GEOID03.
 DW0368
 DW0368;                    North         East    Units  Estimated Accuracy
 DW0368;SPC CA 6     -   666,940.    2,042,450.      MT  (+/- 180 meters Scaled)
 DW0368
 DW0368                          SUPERSEDED SURVEY CONTROL
 DW0368
 DW0368  NGVD 29 (??/??/??)  524.047  (m)         1719.31   (f) ADJUSTED    1 2
 DW0368
 DW0368.Superseded values are not recommended for survey control.
 DW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0368.See file dsdata.txt to determine how the superseded data were derived.
 DW0368
 DW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT119263(NAD 83)
 DW0368_MARKER: DD = SURVEY DISK
 DW0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0368+STABILITY: SURFACE MOTION
 DW0368
 DW0368  HISTORY     - Date     Condition        Report By
 DW0368  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0368  HISTORY     - 1931     GOOD             MWDSC
 DW0368  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0368  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0368
 DW0368                          STATION DESCRIPTION
 DW0368
 DW0368'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0368'22.5 MI W FROM DESERT CENTER.
 DW0368'2.5 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION OF
 DW0368'THE COTTONWOOD SPRING ROAD, ABOUT 2200 FEET NORTH OF THE ROAD,
 DW0368'ABOUT 600 FEET NORTH OF THE PRELIMINARY LOCATION SURVEY LINE, AND
 DW0368'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0368'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 DW0368'NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH
 DW0368'GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE
 DW0368'CORNER.
 DW0368
 DW0368                          STATION RECOVERY (1976)
 DW0368
 DW0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0368'TO FAR OFF LINE IN 1976.
 DW0368
 DW0368                          STATION RECOVERY (1985)
 DW0368
 DW0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0498 ***********************************************************************
 JT0498  DESIGNATION -  2 KV
 JT0498  PID         -  JT0498
 JT0498  STATE/COUNTY-  CA/CONTRA COSTA
 JT0498  USGS QUAD   -  BENICIA (1980)
 JT0498
 JT0498                         *CURRENT SURVEY CONTROL
 JT0498  ___________________________________________________________________
 JT0498* NAD 83(1986)-  38 01 06.     (N)    122 08 02.     (W)     SCALED    
 JT0498* NAVD 88     -         6.19   (+/-2cm)      20.3    (feet)  VERTCON   
 JT0498  ___________________________________________________________________
 JT0498  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JT0498  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT0498
 JT0498.The horizontal coordinates were scaled from a topographic map and have
 JT0498.an estimated accuracy of +/- 6 seconds.
 JT0498
 JT0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0498.The vertical order pertains to the NGVD 29 superseded value.
 JT0498
 JT0498.The geoid height was determined by GEOID03.
 JT0498
 JT0498;                    North         East    Units  Estimated Accuracy
 JT0498;SPC CA 3     -   669,760.    1,856,540.      MT  (+/- 180 meters Scaled)
 JT0498
 JT0498                          SUPERSEDED SURVEY CONTROL
 JT0498
 JT0498  NGVD 29 (??/??/92)    5.37   (m)           17.6    (f) COMPUTED    1 1
 JT0498
 JT0498.Superseded values are not recommended for survey control.
 JT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0498.See file dsdata.txt to determine how the superseded data were derived.
 JT0498
 JT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH760082(NAD 83)
 JT0498_MARKER: DB = BENCH MARK DISK
 JT0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0498_SP_SET: SIDEWALK
 JT0498_STAMPING: K V 1904 2
 JT0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0498
 JT0498  HISTORY     - Date     Condition        Report By
 JT0498  HISTORY     - 1904     MONUMENTED       RBNF
 JT0498  HISTORY     - 1956     GOOD             NGS
 JT0498  HISTORY     - 1969     GOOD             NGS
 JT0498  HISTORY     - 19941106 MARK NOT FOUND   USPSQD
 JT0498
 JT0498                          STATION DESCRIPTION
 JT0498
 JT0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JT0498'AT MARTINEZ.
 JT0498'AT MARTINEZ, R2W T2N S18, 34 FEET SOUTHEAST OF THE INTERSECTION
 JT0498'OF COURT AND MAIN STREETS, 54.1 FEET EAST OF AND ACROSS MAIN STREET
 JT0498'FROM GAZETTE TRIANGULATION STATION, 7.0 FEET EAST OF THE EAST
 JT0498'CURB OF MAIN STREET, 4.5 FEET SOUTH OF THE SOUTH CURB OF COURT
 JT0498'STREET, 3.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JT0498'RICHMOND-MARTINEZ TITLE COMPANY BUILDING, AND FLUSH WITH THE
 JT0498'CONCETE SIDEWALK.
 JT0498
 JT0498                          STATION RECOVERY (1969)
 JT0498
 JT0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JT0498'RECOVERED IN GOOD CONDITION.
 JT0498
 JT0498                          STATION RECOVERY (1994)
 JT0498
 JT0498'RECOVERY NOTE BY US POWER SQUADRON 1994
 JT0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0369 ***********************************************************************
 DW0369  DESIGNATION -  2 L MWDSC
 DW0369  PID         -  DW0369
 DW0369  STATE/COUNTY-  CA/RIVERSIDE
 DW0369  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0369
 DW0369                         *CURRENT SURVEY CONTROL
 DW0369  ___________________________________________________________________
 DW0369* NAD 83(1986)-  33 40 23.     (N)    115 46 34.     (W)     SCALED    
 DW0369* NAVD 88     -       525.02   (+/-2cm)    1722.5    (feet)  VERTCON   
 DW0369  ___________________________________________________________________
 DW0369  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0369
 DW0369.The horizontal coordinates were scaled from a topographic map and have
 DW0369.an estimated accuracy of +/- 6 seconds.
 DW0369
 DW0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0369.The vertical order pertains to the NGVD 29 superseded value.
 DW0369
 DW0369.The geoid height was determined by GEOID03.
 DW0369
 DW0369;                    North         East    Units  Estimated Accuracy
 DW0369;SPC CA 6     -   667,160.    2,043,950.      MT  (+/- 180 meters Scaled)
 DW0369
 DW0369                          SUPERSEDED SURVEY CONTROL
 DW0369
 DW0369  NGVD 29 (??/??/??)  524.293  (m)         1720.12   (f) ADJUSTED    1 2
 DW0369
 DW0369.Superseded values are not recommended for survey control.
 DW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0369.See file dsdata.txt to determine how the superseded data were derived.
 DW0369
 DW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT134265(NAD 83)
 DW0369_MARKER: DD = SURVEY DISK
 DW0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0369+STABILITY: SURFACE MOTION
 DW0369
 DW0369  HISTORY     - Date     Condition        Report By
 DW0369  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0369  HISTORY     - 1931     GOOD             NGS
 DW0369  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0369  HISTORY     - 1984     MARK NOT FOUND   USGS
 DW0369
 DW0369                          STATION DESCRIPTION
 DW0369
 DW0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DW0369'21.5 MI W FROM DESERT CENTER.
 DW0369'3.6 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION OF
 DW0369'THE COTTONWOOD SPRING ROAD, ABOUT 2000 FEET NORTH OF THE ROAD,
 DW0369'ABOUT 300 FEET NORTH OF THE PRELIMINARY LOCATION SURVEY LINE, AND
 DW0369'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0369'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 DW0369'NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY
 DW0369'2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED
 DW0369'AT ONE CORNER.
 DW0369
 DW0369                          STATION RECOVERY (1976)
 DW0369
 DW0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0369'NOT SEARCHED FOR IN 1976.
 DW0369
 DW0369                          STATION RECOVERY (1984)
 DW0369
 DW0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 DW0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2674 ***********************************************************************
 EV2674  DESIGNATION -  2 LA CO
 EV2674  PID         -  EV2674
 EV2674  STATE/COUNTY-  CA/LOS ANGELES
 EV2674  USGS QUAD   -  VALYERMO (1995)
 EV2674
 EV2674                         *CURRENT SURVEY CONTROL
 EV2674  ___________________________________________________________________
 EV2674* NAD 83(1986)-  34 28 34.     (N)    117 45 56.     (W)     SCALED    
 EV2674* NAVD 88     -      1140.995  (meters)    3743.41   (feet)  READJUSTED
 EV2674  ___________________________________________________________________
 EV2674  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EV2674  DYNAMIC HT  -        1139.580 (meters)    3738.77  (feet)  COMP
 EV2674  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 EV2674
 EV2674  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2674
 EV2674.The horizontal coordinates were scaled from a topographic map and have
 EV2674.an estimated accuracy of +/- 6 seconds.
 EV2674
 EV2674.The orthometric height was determined by differential leveling
 EV2674.and adjusted in February 1993.
 EV2674.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2674.distribution rate of 0.0 thru 1.0 mm/km.
 EV2674.The height was derived from older observations constrained to new
 EV2674.heights in a crustal motion area.  The height is approximate in
 EV2674.relation to other heights in its vicinity.
 EV2674
 EV2674.The geoid height was determined by GEOID03.
 EV2674
 EV2674.The dynamic height is computed by dividing the NAVD 88
 EV2674.geopotential number by the normal gravity value computed on the
 EV2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2674.degrees latitude (g = 980.6199 gals.).
 EV2674
 EV2674.The modeled gravity was interpolated from observed gravity values.
 EV2674
 EV2674;                    North         East    Units  Estimated Accuracy
 EV2674;SPC CA 5     -   608,300.    2,021,540.      MT  (+/- 180 meters Scaled)
 EV2674
 EV2674                          SUPERSEDED SURVEY CONTROL
 EV2674
 EV2674  NGVD 29 (??/??/92) 1140.052  (m)         3740.32   (f) ADJ UNCH    1 1
 EV2674
 EV2674.Superseded values are not recommended for survey control.
 EV2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2674.See file dsdata.txt to determine how the superseded data were derived.
 EV2674
 EV2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU296152(NAD 83)
 EV2674_MARKER: DD = SURVEY DISK
 EV2674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2674_SP_SET: CULVERT
 EV2674_STAMPING: B M 2 1963
 EV2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2674
 EV2674  HISTORY     - Date     Condition        Report By
 EV2674  HISTORY     - 1963     MONUMENTED       CA-037
 EV2674  HISTORY     - 1971     GOOD             NGS
 EV2674  HISTORY     - 1977     GOOD             NGS
 EV2674
 EV2674                          STATION DESCRIPTION
 EV2674
 EV2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2674'4.8 MI SE FROM LLANO.
 EV2674'3.3 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2674'LLANO, THENCE 1.5 MILES SOUTH ALONG LARGO VISTA ROAD, 0.05 MILE
 EV2674'NORTH OF THE JUNCTION OF A DRIVEWAY EAST TO HOUSE NO. 32116 LARGO
 EV2674'VISTA ROAD, 67 FEET WEST OF THE CENTER LINE OF THE ROAD, 109 FEET
 EV2674'SOUTHWEST OF THE CENTER OF THE SOUTHWEST END OF 48-INCH PIPE
 EV2674'CULVERT 24.38, 91 FEET SOUTHWEST OF POWER POLE X5023E, 1.6 FEET
 EV2674'EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 EV2674'SET IN THE TOP OF A CONCRETE POST 0.8 FOOT UNDERGROUND.  ACCESS TO
 EV2674'THE MARK IS THRU THE REMOVAL OF A TRIANGULAR STEEL COVER.  SECTION
 EV2674'36, T5N, R9W
 EV2674
 EV2674                          STATION RECOVERY (1977)
 EV2674
 EV2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0614 ***********************************************************************
 LU0614  DESIGNATION -  2 LEM USGS
 LU0614  PID         -  LU0614
 LU0614  STATE/COUNTY-  CA/TEHAMA
 LU0614  USGS QUAD   -  OXBOW BRIDGE (1967)
 LU0614
 LU0614                         *CURRENT SURVEY CONTROL
 LU0614  ___________________________________________________________________
 LU0614* NAD 83(1986)-  40 12 18.     (N)    122 30 07.     (W)     SCALED    
 LU0614* NAVD 88     -       303.11   (+/-2cm)     994.5    (feet)  VERTCON   
 LU0614  ___________________________________________________________________
 LU0614  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LU0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0614
 LU0614.The horizontal coordinates were scaled from a topographic map and have
 LU0614.an estimated accuracy of +/- 6 seconds.
 LU0614
 LU0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0614.The vertical order pertains to the NGVD 29 superseded value.
 LU0614
 LU0614.The geoid height was determined by GEOID03.
 LU0614
 LU0614;                    North         East    Units  Estimated Accuracy
 LU0614;SPC CA 1     -   596,910.    1,957,270.      MT  (+/- 180 meters Scaled)
 LU0614
 LU0614                          SUPERSEDED SURVEY CONTROL
 LU0614
 LU0614  NGVD 29 (??/??/92)  302.298  (m)          991.79   (f) ADJ UNCH    2 0
 LU0614
 LU0614.Superseded values are not recommended for survey control.
 LU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0614.See file dsdata.txt to determine how the superseded data were derived.
 LU0614
 LU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK423506(NAD 83)
 LU0614_MARKER: DD = SURVEY DISK
 LU0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0614_STAMPING: 2 LEM 992 1945
 LU0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0614+STABILITY: SURFACE MOTION
 LU0614
 LU0614  HISTORY     - Date     Condition        Report By
 LU0614  HISTORY     - 1945     MONUMENTED       USGS
 LU0614  HISTORY     - 1948     GOOD             NGS
 LU0614
 LU0614                          STATION DESCRIPTION
 LU0614
 LU0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0614'7.7 MI S FROM BAKER FIRE CAMP.
 LU0614'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE
 LU0614'CAMP, THENCE 2.7 MILES SOUTHWEST ALONG A COUNTY DIRT ROAD, 71
 LU0614'FEET EAST OF A CATTLE GUARD, 31.5 FEET SOUTHEAST OF THE CENTER
 LU0614'LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LU0614'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LU0614'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1776 ***********************************************************************
 AE1776  DESIGNATION -  2 LF 153
 AE1776  PID         -  AE1776
 AE1776  STATE/COUNTY-  CA/LOS ANGELES
 AE1776  USGS QUAD   -  TORRANCE (1981)
 AE1776
 AE1776                         *CURRENT SURVEY CONTROL
 AE1776  ___________________________________________________________________
 AE1776* NAD 83(1986)-  33 49 28.     (N)    118 18 36.     (W)     SCALED    
 AE1776* NAVD 88     -        17.923  (meters)      58.80   (feet)  ADJUSTED  
 AE1776  ___________________________________________________________________
 AE1776  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 AE1776  DYNAMIC HT  -          17.905 (meters)      58.74  (feet)  COMP
 AE1776  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 AE1776
 AE1776  VERT ORDER  -  FIRST     CLASS II
 AE1776
 AE1776.The horizontal coordinates were scaled from a topographic map and have
 AE1776.an estimated accuracy of +/- 6 seconds.
 AE1776
 AE1776.The orthometric height was determined by differential leveling
 AE1776.and adjusted in October 1997.
 AE1776
 AE1776.The geoid height was determined by GEOID03.
 AE1776
 AE1776.The dynamic height is computed by dividing the NAVD 88
 AE1776.geopotential number by the normal gravity value computed on the
 AE1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1776.degrees latitude (g = 980.6199 gals.).
 AE1776
 AE1776.The modeled gravity was interpolated from observed gravity values.
 AE1776
 AE1776;                    North         East    Units  Estimated Accuracy
 AE1776;SPC CA 5     -   536,030.    1,971,300.      MT  (+/- 180 meters Scaled)
 AE1776
 AE1776                          SUPERSEDED SURVEY CONTROL
 AE1776
 AE1776.No superseded survey control is available for this station.
 AE1776
 AE1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787434(NAD 83)
 AE1776_MARKER: DB = BENCH MARK DISK
 AE1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1776_SP_SET: CATCH BASIN
 AE1776_STAMPING: 2LF 153 1996
 AE1776_MARK LOGO: MWDSC 
 AE1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1776+STABILITY: SURFACE MOTION
 AE1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1776+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1776
 AE1776  HISTORY     - Date     Condition        Report By
 AE1776  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1776
 AE1776                          STATION DESCRIPTION
 AE1776
 AE1776'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1776'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT 223RD ST.  TURN RIGHT AND
 AE1776'GO WEST 1.2 MI (1.9 KM) TO INTERSECTION WITH WESTERN AVE.  THE
 AE1776'MONUMENT IS AT THE SOUTHWEST CORNER OF SAID INTERSECTION, 78 FT (23.8
 AE1776'M) WEST OF C/L WESTERN AVE, 43 FT (13.1 M) SOUTH OF C/L 223RD ST, IN
 AE1776'FRONT OF BUILDING 22301 223RD ST.  SET A 3.25 INCH STD MWD BCM STAMPED
 AE1776'2LF 153 FLUSH AT THE NORTHEAST CORNER OF A 4 FT (1.2 M) BY 8 FT (2.4
 AE1776'M) CATCH BASIN.  REF MWD FB 4034 02 023.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1777 ***********************************************************************
 AE1777  DESIGNATION -  2 LF 154
 AE1777  PID         -  AE1777
 AE1777  STATE/COUNTY-  CA/LOS ANGELES
 AE1777  USGS QUAD   -  TORRANCE (1981)
 AE1777
 AE1777                         *CURRENT SURVEY CONTROL
 AE1777  ___________________________________________________________________
 AE1777* NAD 83(1986)-  33 49 00.     (N)    118 18 35.     (W)     SCALED    
 AE1777* NAVD 88     -        19.935  (meters)      65.40   (feet)  ADJUSTED  
 AE1777  ___________________________________________________________________
 AE1777  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 AE1777  DYNAMIC HT  -          19.914 (meters)      65.33  (feet)  COMP
 AE1777  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 AE1777
 AE1777  VERT ORDER  -  FIRST     CLASS II
 AE1777
 AE1777.The horizontal coordinates were scaled from a topographic map and have
 AE1777.an estimated accuracy of +/- 6 seconds.
 AE1777
 AE1777.The orthometric height was determined by differential leveling
 AE1777.and adjusted in October 1997.
 AE1777
 AE1777.The geoid height was determined by GEOID03.
 AE1777
 AE1777.The dynamic height is computed by dividing the NAVD 88
 AE1777.geopotential number by the normal gravity value computed on the
 AE1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1777.degrees latitude (g = 980.6199 gals.).
 AE1777
 AE1777.The modeled gravity was interpolated from observed gravity values.
 AE1777
 AE1777;                    North         East    Units  Estimated Accuracy
 AE1777;SPC CA 5     -   535,170.    1,971,320.      MT  (+/- 180 meters Scaled)
 AE1777
 AE1777                          SUPERSEDED SURVEY CONTROL
 AE1777
 AE1777.No superseded survey control is available for this station.
 AE1777
 AE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT787426(NAD 83)
 AE1777_MARKER: DB = BENCH MARK DISK
 AE1777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1777_SP_SET: CATCH BASIN
 AE1777_STAMPING: 2LF 154 1996
 AE1777_MARK LOGO: MWDSC 
 AE1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1777+STABILITY: SURFACE MOTION
 AE1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1777+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1777
 AE1777  HISTORY     - Date     Condition        Report By
 AE1777  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1777
 AE1777                          STATION DESCRIPTION
 AE1777
 AE1777'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1777'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT SEPULVEDA BLVD.  TURN
 AE1777'RIGHT AND GO WEST ON SEPULVEDA BLVD 1.2 MI (1.9 KM) TO INTERSECTION
 AE1777'WITH WESTERN AVE.  THE MONUMENT IS AT THE SOUTHEAST CORNER OF SAID
 AE1777'INTERSECTION, 43 FT (13.1 M) WEST OF C/L WESTERN AVE, 105 FT (32.0 M)
 AE1777'SOUTH OF C/L INTERSECTION, 35 FT (10.7 M) SE OF 35 FT (10.7 M) HIGH
 AE1777'TREE, 47 FT (14.3 M) SOUTH OF TRAFFIC SIGNAL.  SET A 3.25 INCH STD MWD
 AE1777'BCM STAMPED 2LF 154 1996 FLUSH AT THE SOUTHEAST END OF A 4.5 FT (1.4
 AE1777'M) BY 4.2 FT (1.3 M) CATCH BASIN.  REF MWD FB 4034 02 024.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1778 ***********************************************************************
 AE1778  DESIGNATION -  2 LF 155
 AE1778  PID         -  AE1778
 AE1778  STATE/COUNTY-  CA/LOS ANGELES
 AE1778  USGS QUAD   -  TORRANCE (1981)
 AE1778
 AE1778                         *CURRENT SURVEY CONTROL
 AE1778  ___________________________________________________________________
 AE1778* NAD 83(1986)-  33 48 32.     (N)    118 18 33.     (W)     SCALED    
 AE1778* NAVD 88     -        21.260  (meters)      69.75   (feet)  ADJUSTED  
 AE1778  ___________________________________________________________________
 AE1778  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 AE1778  DYNAMIC HT  -          21.238 (meters)      69.68  (feet)  COMP
 AE1778  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 AE1778
 AE1778  VERT ORDER  -  FIRST     CLASS II
 AE1778
 AE1778.The horizontal coordinates were scaled from a topographic map and have
 AE1778.an estimated accuracy of +/- 6 seconds.
 AE1778
 AE1778.The orthometric height was determined by differential leveling
 AE1778.and adjusted in October 1997.
 AE1778
 AE1778.The geoid height was determined by GEOID03.
 AE1778
 AE1778.The dynamic height is computed by dividing the NAVD 88
 AE1778.geopotential number by the normal gravity value computed on the
 AE1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1778.degrees latitude (g = 980.6199 gals.).
 AE1778
 AE1778.The modeled gravity was interpolated from observed gravity values.
 AE1778
 AE1778;                    North         East    Units  Estimated Accuracy
 AE1778;SPC CA 5     -   534,310.    1,971,370.      MT  (+/- 180 meters Scaled)
 AE1778
 AE1778                          SUPERSEDED SURVEY CONTROL
 AE1778
 AE1778.No superseded survey control is available for this station.
 AE1778
 AE1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788417(NAD 83)
 AE1778_MARKER: DB = BENCH MARK DISK
 AE1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1778_SP_SET: CATCH BASIN
 AE1778_STAMPING: 2LF 155 1996
 AE1778_MARK LOGO: MWDSC 
 AE1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1778+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1778
 AE1778  HISTORY     - Date     Condition        Report By
 AE1778  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1778
 AE1778                          STATION DESCRIPTION
 AE1778
 AE1778'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1778'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT SEPULVEDA BLVD.  TURN
 AE1778'RIGHT AND GO WEST ON SEPULVEDA BLVD 1.2 MI (1.9 KM) TO WESTERN AVE.
 AE1778'TURN LEFT AND GO SOUTH ON WESTERN AVE 0.5 MI (0.8 KM) TO 238TH ST. THE
 AE1778'MONUMENT IS ON A CATCH BASIN ON THE ISLAND BETWEEN WESTERN AVE AND
 AE1778'FRONTAGE ROAD (ENTRANCE TO MOBILE PARK) , JUST NORTH OF 238TH ST, 43
 AE1778'FT (13.1 M) WEST OF C/L WESTERN AVE, 9.5 FT (2.9 M) SOUTH OF TRAFFIC
 AE1778'SIGNAL, 4.5 FT (1.4 M) NORTH OF BCR.  SET A 3.25 INCH STD MWD BCM
 AE1778'STAMPED 2LF 155 1996 FLUSH AT THE SOUTHEAST END OF A 4.2 BY 4.5 CATCH
 AE1778'BASIN.  REF MWD FB 4034 02 025.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1779 ***********************************************************************
 AE1779  DESIGNATION -  2 LF 156
 AE1779  PID         -  AE1779
 AE1779  STATE/COUNTY-  CA/LOS ANGELES
 AE1779  USGS QUAD   -  TORRANCE (1981)
 AE1779
 AE1779                         *CURRENT SURVEY CONTROL
 AE1779  ___________________________________________________________________
 AE1779* NAD 83(1986)-  33 48 19.     (N)    118 18 31.     (W)     SCALED    
 AE1779* NAVD 88     -        20.274  (meters)      66.52   (feet)  ADJUSTED  
 AE1779  ___________________________________________________________________
 AE1779  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 AE1779  DYNAMIC HT  -          20.253 (meters)      66.45  (feet)  COMP
 AE1779  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 AE1779
 AE1779  VERT ORDER  -  FIRST     CLASS II
 AE1779
 AE1779.The horizontal coordinates were scaled from a topographic map and have
 AE1779.an estimated accuracy of +/- 6 seconds.
 AE1779
 AE1779.The orthometric height was determined by differential leveling
 AE1779.and adjusted in October 1997.
 AE1779
 AE1779.The geoid height was determined by GEOID03.
 AE1779
 AE1779.The dynamic height is computed by dividing the NAVD 88
 AE1779.geopotential number by the normal gravity value computed on the
 AE1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1779.degrees latitude (g = 980.6199 gals.).
 AE1779
 AE1779.The modeled gravity was interpolated from observed gravity values.
 AE1779
 AE1779;                    North         East    Units  Estimated Accuracy
 AE1779;SPC CA 5     -   533,910.    1,971,420.      MT  (+/- 180 meters Scaled)
 AE1779
 AE1779                          SUPERSEDED SURVEY CONTROL
 AE1779
 AE1779.No superseded survey control is available for this station.
 AE1779
 AE1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788413(NAD 83)
 AE1779_MARKER: DB = BENCH MARK DISK
 AE1779_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE1779_STAMPING: 2LF 156 1996
 AE1779_MARK LOGO: MWDSC 
 AE1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1779+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1779
 AE1779  HISTORY     - Date     Condition        Report By
 AE1779  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1779
 AE1779                          STATION DESCRIPTION
 AE1779
 AE1779'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1779'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT SEPULVEDA BLVD.  TURN
 AE1779'RIGHT AND GO WEST ON SEPULVEDA BLVD 1.2 MI (1.9 KM) TO WESTERN AVE.
 AE1779'TURN LEFT AND GO SOUTH ON WESTERN AVE TO 242ND PLACE.  THE MONUMENT IS
 AE1779'ON AN ISLAND BETWEEN WESTERN AVE AND FRONTAGE ROAD, JUST NORTH OF
 AE1779'242ND PLACE, 51 FT (15.5 M) WEST OF C/L WESTERN AVE, 38 FT (11.6 M)
 AE1779'SOUTH OF PP 30651M, 75 FT (22.9 M) NORTH OF BCR.  SET A 3.25 INCH STD
 AE1779'MWD BCM STAMPED 2LF 156 1996 FLUSH AT THE SOUTHEAST CORNER OF 3.5 FT
 AE1779'(1.1 M) BY 6.5 FT (2.0 M) CONCRETE PAD FOR MWD PIPE VENT 2LF PV STA
 AE1779'1946+28.  REF MWD FB 4034 02 026.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1780 ***********************************************************************
 AE1780  DESIGNATION -  2 LF 157
 AE1780  PID         -  AE1780
 AE1780  STATE/COUNTY-  CA/LOS ANGELES
 AE1780  USGS QUAD   -  TORRANCE (1981)
 AE1780
 AE1780                         *CURRENT SURVEY CONTROL
 AE1780  ___________________________________________________________________
 AE1780* NAD 83(1986)-  33 47 56.     (N)    118 18 30.     (W)     SCALED    
 AE1780* NAVD 88     -        15.717  (meters)      51.56   (feet)  ADJUSTED  
 AE1780  ___________________________________________________________________
 AE1780  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 AE1780  DYNAMIC HT  -          15.701 (meters)      51.51  (feet)  COMP
 AE1780  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 AE1780
 AE1780  VERT ORDER  -  FIRST     CLASS II
 AE1780
 AE1780.The horizontal coordinates were scaled from a topographic map and have
 AE1780.an estimated accuracy of +/- 6 seconds.
 AE1780
 AE1780.The orthometric height was determined by differential leveling
 AE1780.and adjusted in October 1997.
 AE1780
 AE1780.The geoid height was determined by GEOID03.
 AE1780
 AE1780.The dynamic height is computed by dividing the NAVD 88
 AE1780.geopotential number by the normal gravity value computed on the
 AE1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1780.degrees latitude (g = 980.6199 gals.).
 AE1780
 AE1780.The modeled gravity was interpolated from observed gravity values.
 AE1780
 AE1780;                    North         East    Units  Estimated Accuracy
 AE1780;SPC CA 5     -   533,200.    1,971,450.      MT  (+/- 180 meters Scaled)
 AE1780
 AE1780                          SUPERSEDED SURVEY CONTROL
 AE1780
 AE1780.No superseded survey control is available for this station.
 AE1780
 AE1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788406(NAD 83)
 AE1780_MARKER: DB = BENCH MARK DISK
 AE1780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1780_SP_SET: CATCH BASIN
 AE1780_STAMPING: 2LF 157 1996
 AE1780_MARK LOGO: MWDSC 
 AE1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1780+STABILITY: SURFACE MOTION
 AE1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1780+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1780
 AE1780  HISTORY     - Date     Condition        Report By
 AE1780  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1780
 AE1780                          STATION DESCRIPTION
 AE1780
 AE1780'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1780'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT SEPULVEDA BLVD.  TURN
 AE1780'RIGHT AND GO WEST ON SEPULVEDA BLVD 1.2 MI (1.9 KM) TO WESTERN AVE.
 AE1780'TURN LEFT AND GO SOUTH ON WESTERN AVE TO 249TH ST, NEAR THE
 AE1780'INTERSECTION OF WESTERN AVE AND W.  LOMITA BLVD, 390 FT (118.9 M)
 AE1780'NORTH OF C/L W.  LOMITA BLVD AND 43 FT (13.1 M) WEST OF C/L WESTERN
 AE1780'AVE, 66 FT (20.1 M) NORTH OF THE PROD OF C/L 249TH ST.  SET A 3.25
 AE1780'INCH STD MWD BCM STAMPED 2LF 157 1996 FLUSH AT THE SOUTHEAST CORNER OF
 AE1780'A 4.5 FT (1.4 M) BY 8.0 FT (2.4 M) CATCH BASIN.  REF MWD FB 4034 02
 AE1780'027.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1781 ***********************************************************************
 AE1781  DESIGNATION -  2 LF 158
 AE1781  PID         -  AE1781
 AE1781  STATE/COUNTY-  CA/LOS ANGELES
 AE1781  USGS QUAD   -  TORRANCE (1981)
 AE1781
 AE1781                         *CURRENT SURVEY CONTROL
 AE1781  ___________________________________________________________________
 AE1781* NAD 83(1986)-  33 47 32.     (N)    118 18 30.     (W)     SCALED    
 AE1781* NAVD 88     -        23.739  (meters)      77.88   (feet)  ADJUSTED  
 AE1781  ___________________________________________________________________
 AE1781  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 AE1781  DYNAMIC HT  -          23.715 (meters)      77.81  (feet)  COMP
 AE1781  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 AE1781
 AE1781  VERT ORDER  -  FIRST     CLASS II
 AE1781
 AE1781.The horizontal coordinates were scaled from a topographic map and have
 AE1781.an estimated accuracy of +/- 6 seconds.
 AE1781
 AE1781.The orthometric height was determined by differential leveling
 AE1781.and adjusted in October 1997.
 AE1781
 AE1781.The geoid height was determined by GEOID03.
 AE1781
 AE1781.The dynamic height is computed by dividing the NAVD 88
 AE1781.geopotential number by the normal gravity value computed on the
 AE1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1781.degrees latitude (g = 980.6199 gals.).
 AE1781
 AE1781.The modeled gravity was interpolated from observed gravity values.
 AE1781
 AE1781;                    North         East    Units  Estimated Accuracy
 AE1781;SPC CA 5     -   532,460.    1,971,440.      MT  (+/- 180 meters Scaled)
 AE1781
 AE1781                          SUPERSEDED SURVEY CONTROL
 AE1781
 AE1781.No superseded survey control is available for this station.
 AE1781
 AE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788398(NAD 83)
 AE1781_MARKER: DB = BENCH MARK DISK
 AE1781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1781_SP_SET: CATCH BASIN
 AE1781_STAMPING: 2LF 158 1996
 AE1781_MARK LOGO: MWDSC 
 AE1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1781+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1781
 AE1781  HISTORY     - Date     Condition        Report By
 AE1781  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1781
 AE1781                          STATION DESCRIPTION
 AE1781
 AE1781'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1781'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT LOMITA BLVD.  TURN
 AE1781'RIGHT AND GO WEST ON LOMITA BLVD 1.3 MI (2.1 KM) TO WESTERN AVE. TURN
 AE1781'LEFT AND GO SOUTH ON WESTERN AVE 0.4 MI (0.6 KM) TO INTERSECTION WITH
 AE1781'255 TH ST.  THE MONUMENT IS AT THE SOUTHEAST CORNER OF SAID
 AE1781'INTERSECTION, 43 FT (13.1 M) EAST OF C/L WESTERN AVE, 20 FT (6.1 M)
 AE1781'SOUTH OF STREET LIGHT, 26 FT (7.9 M) NORTH OF PP 183047M.  SET A 3.25
 AE1781'INCH STD MWD BCM STAMPED 2LF 158 1996 FLUSH AT THE SOUTHWEST CORNER OF
 AE1781'A CATCH BASIN.  REF MWD BCM 4034 02 028.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1782 ***********************************************************************
 AE1782  DESIGNATION -  2 LF 159
 AE1782  PID         -  AE1782
 AE1782  STATE/COUNTY-  CA/LOS ANGELES
 AE1782  USGS QUAD   -  TORRANCE (1981)
 AE1782
 AE1782                         *CURRENT SURVEY CONTROL
 AE1782  ___________________________________________________________________
 AE1782* NAD 83(1986)-  33 47 15.     (N)    118 18 31.     (W)     SCALED    
 AE1782* NAVD 88     -        25.428  (meters)      83.42   (feet)  ADJUSTED  
 AE1782  ___________________________________________________________________
 AE1782  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 AE1782  DYNAMIC HT  -          25.401 (meters)      83.34  (feet)  COMP
 AE1782  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 AE1782
 AE1782  VERT ORDER  -  FIRST     CLASS II
 AE1782
 AE1782.The horizontal coordinates were scaled from a topographic map and have
 AE1782.an estimated accuracy of +/- 6 seconds.
 AE1782
 AE1782.The orthometric height was determined by differential leveling
 AE1782.and adjusted in October 1997.
 AE1782
 AE1782.The geoid height was determined by GEOID03.
 AE1782
 AE1782.The dynamic height is computed by dividing the NAVD 88
 AE1782.geopotential number by the normal gravity value computed on the
 AE1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1782.degrees latitude (g = 980.6199 gals.).
 AE1782
 AE1782.The modeled gravity was interpolated from observed gravity values.
 AE1782
 AE1782;                    North         East    Units  Estimated Accuracy
 AE1782;SPC CA 5     -   531,940.    1,971,420.      MT  (+/- 180 meters Scaled)
 AE1782
 AE1782                          SUPERSEDED SURVEY CONTROL
 AE1782
 AE1782.No superseded survey control is available for this station.
 AE1782
 AE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788393(NAD 83)
 AE1782_MARKER: DB = BENCH MARK DISK
 AE1782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1782_SP_SET: CATCH BASIN
 AE1782_STAMPING: 2LF 159 1996
 AE1782_MARK LOGO: MWDSC 
 AE1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1782+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1782
 AE1782  HISTORY     - Date     Condition        Report By
 AE1782  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1782
 AE1782                          STATION DESCRIPTION
 AE1782
 AE1782'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1782'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT PACIFIC COAST HWY.
 AE1782'TURN RIGHT AND GO WEST ON PCH 1.4 MI (2.3 KM) TO WESTERN AVE.  TURN
 AE1782'LEFT AND GO SOUTH ON WESTERN AVE TO INTERSECTION WITH 259TH PLACE. THE
 AE1782'MONUMENT IS AT THE SOUTHWEST CORNER OF SAID INTERSECTION, 48 FT (14.6
 AE1782'M) WEST OF C/L WESTERN AVE, 18 FT (5.5 M) SOUTH OF STREET LIGHT.  SET
 AE1782'A 3.25 INCH STD MWD BCM STAMPED 2LF 159 1996 FLUSH AT THE SOUTHEAST
 AE1782'CORNER OF A 2.3 FT (0.7 M) BY 15.3 FT (4.7 M) CATCH BASIN. REF MWD FB
 AE1782'4034 02 029.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1783 ***********************************************************************
 AE1783  DESIGNATION -  2 LF 160
 AE1783  PID         -  AE1783
 AE1783  STATE/COUNTY-  CA/LOS ANGELES
 AE1783  USGS QUAD   -  TORRANCE (1981)
 AE1783
 AE1783                         *CURRENT SURVEY CONTROL
 AE1783  ___________________________________________________________________
 AE1783* NAD 83(1986)-  33 47 04.     (N)    118 18 10.     (W)     SCALED    
 AE1783* NAVD 88     -        22.328  (meters)      73.25   (feet)  ADJUSTED  
 AE1783  ___________________________________________________________________
 AE1783  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AE1783  DYNAMIC HT  -          22.305 (meters)      73.18  (feet)  COMP
 AE1783  MODELED GRAV-     979,602.4   (mgal)                       NAVD 88
 AE1783
 AE1783  VERT ORDER  -  FIRST     CLASS II
 AE1783
 AE1783.The horizontal coordinates were scaled from a topographic map and have
 AE1783.an estimated accuracy of +/- 6 seconds.
 AE1783
 AE1783.The orthometric height was determined by differential leveling
 AE1783.and adjusted in October 1997.
 AE1783
 AE1783.The geoid height was determined by GEOID03.
 AE1783
 AE1783.The dynamic height is computed by dividing the NAVD 88
 AE1783.geopotential number by the normal gravity value computed on the
 AE1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1783.degrees latitude (g = 980.6199 gals.).
 AE1783
 AE1783.The modeled gravity was interpolated from observed gravity values.
 AE1783
 AE1783;                    North         East    Units  Estimated Accuracy
 AE1783;SPC CA 5     -   531,600.    1,971,960.      MT  (+/- 180 meters Scaled)
 AE1783
 AE1783                          SUPERSEDED SURVEY CONTROL
 AE1783
 AE1783.No superseded survey control is available for this station.
 AE1783
 AE1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT793390(NAD 83)
 AE1783_MARKER: DD = SURVEY DISK
 AE1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1783_SP_SET: CATCH BASIN
 AE1783_STAMPING: 2 LF 160 1996
 AE1783_MARK LOGO: MWDSC 
 AE1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1783+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 AE1783
 AE1783  HISTORY     - Date     Condition        Report By
 AE1783  HISTORY     - 1996     MONUMENTED       MWDSC
 AE1783  HISTORY     - 19990428 GOOD             NGS
 AE1783
 AE1783                          STATION DESCRIPTION
 AE1783
 AE1783'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1783'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT ANAHEIM ST.  GO SOUTH
 AE1783'ON FIGUEROA ST TO ANAHEIM ST.  TURN RIGHT AND GO WEST ON ANAHEIM ST
 AE1783'1.5 MI (2.4 KM) TO INTERSECTION WITH BELLE PORTE AVE.  THE MONUMENT IS
 AE1783'AT THE NORTHWEST CORNER OF SAID INTERSECTION, 28 FT (8.5 M) NORTH OF
 AE1783'C/L ANAHEIM ST, 22 FT (6.7 M) WEST OF PP 31609M, SOUTH OF PINE TREES.
 AE1783'SET A 3.25 INCH STD MWD BCM STAMPED 2LF 160 1996 FLUSH ON THE WEST END
 AE1783'OF A 7.5 FT (2.3 M) LONG CATCH BASIN.  REF MWD FB 4034 02 030.
 AE1783
 AE1783                          STATION RECOVERY (1999)
 AE1783
 AE1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE1783'IN HARBOR CITY, AT THE INTERSECTION OF ANAHEIM STREET AND BELLE PORTE
 AE1783'AVENUE, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF
 AE1783'THE NORTHWEST BACK WALL OF A CONCRETE CATCH BASIN, 19.3 M (63.3 FT)
 AE1783'WEST OF AND LEVEL WITH THE AVENUE CENTERLINE, 8.8 M (28.9 FT)
 AE1783'NORTHEAST OF THE STREET CENTERLINE, AND 6.7 M (22.0 FT) NORTHWEST OF A
 AE1783'UTILITY POLE WITH A GUY CABLE.  NOTE--THE MARK IS ON STREET
 AE1783'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1066 ***********************************************************************
 EW1066  DESIGNATION -  2 M LADPW
 EW1066  PID         -  EW1066
 EW1066  STATE/COUNTY-  CA/LOS ANGELES
 EW1066  USGS QUAD   -  LOS ANGELES (1994)
 EW1066
 EW1066                         *CURRENT SURVEY CONTROL
 EW1066  ___________________________________________________________________
 EW1066* NAD 83(1986)-  34 02 13.     (N)    118 14 19.     (W)     SCALED    
 EW1066* NAVD 88     -        76.53   (+/-2cm)     251.1    (feet)  VERTCON   
 EW1066  ___________________________________________________________________
 EW1066  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1066  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1066
 EW1066.The horizontal coordinates were scaled from a topographic map and have
 EW1066.an estimated accuracy of +/- 6 seconds.
 EW1066
 EW1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1066.The vertical order pertains to the NGVD 29 superseded value.
 EW1066
 EW1066.The geoid height was determined by GEOID03.
 EW1066
 EW1066;                    North         East    Units  Estimated Accuracy
 EW1066;SPC CA 5     -   559,590.    1,977,970.      MT  (+/- 180 meters Scaled)
 EW1066
 EW1066                          SUPERSEDED SURVEY CONTROL
 EW1066
 EW1066  NGVD 29 (??/??/92)   75.75   (m)          248.5    (f) COMPUTED    1 2
 EW1066
 EW1066.Superseded values are not recommended for survey control.
 EW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1066.See file dsdata.txt to determine how the superseded data were derived.
 EW1066
 EW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT856669(NAD 83)
 EW1066_MARKER: DD = SURVEY DISK
 EW1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1066_STAMPING: 2 M 248.74 FEET
 EW1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1066+STABILITY: SURFACE MOTION
 EW1066
 EW1066  HISTORY     - Date     Condition        Report By
 EW1066  HISTORY     - UNK      MONUMENTED       CA1980
 EW1066  HISTORY     - 1955     GOOD             NGS
 EW1066  HISTORY     - 1964     GOOD             NGS
 EW1066
 EW1066                          STATION DESCRIPTION
 EW1066
 EW1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1066'AT LOS ANGELES.
 EW1066'AT LOS ANGELES, ON ALAMEDA STREET, ABOUT 93 YARDS SOUTH OF
 EW1066'THE SOUTH CURB OF 6TH. STREET, AT THE EAST EDGE OF THE LOS
 EW1066'ANGELES TRANSIT LINES SHOPS, 11 FEET SOUTH OF A 12-INCH STEEL
 EW1066'POLE FOR ELECTRIC BUS CABLE, 6.4 FEET EAST OF THE EAST WOVEN
 EW1066'WIRE FENCE AROUND THE BUS SHOPS, 1.9 FEET WEST OF THE WEST CURB OF
 EW1066'ALAMEDA STREET, ABOUT LEVEL WITH THE STREET, AND SET IN THE
 EW1066'TOP OF A CONCRETE POST.
 EW1066
 EW1066                          STATION RECOVERY (1964)
 EW1066
 EW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0370 ***********************************************************************
 DW0370  DESIGNATION -  2 M MWDSC
 DW0370  PID         -  DW0370
 DW0370  STATE/COUNTY-  CA/RIVERSIDE
 DW0370  USGS QUAD   -  COTTONWOOD SPRING (1988)
 DW0370
 DW0370                         *CURRENT SURVEY CONTROL
 DW0370  ___________________________________________________________________
 DW0370* NAD 83(1986)-  33 40 32.     (N)    115 45 21.     (W)     SCALED    
 DW0370* NAVD 88     -       531.006  (meters)    1742.14   (feet)  ADJUSTED  
 DW0370  ___________________________________________________________________
 DW0370  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DW0370  DYNAMIC HT  -         530.375 (meters)    1740.07  (feet)  COMP
 DW0370  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 DW0370
 DW0370  VERT ORDER  -  FIRST     CLASS I
 DW0370
 DW0370.The horizontal coordinates were scaled from a topographic map and have
 DW0370.an estimated accuracy of +/- 6 seconds.
 DW0370
 DW0370.The orthometric height was determined by differential leveling
 DW0370.and adjusted in June 1991.
 DW0370
 DW0370.The geoid height was determined by GEOID03.
 DW0370
 DW0370.The dynamic height is computed by dividing the NAVD 88
 DW0370.geopotential number by the normal gravity value computed on the
 DW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0370.degrees latitude (g = 980.6199 gals.).
 DW0370
 DW0370.The modeled gravity was interpolated from observed gravity values.
 DW0370
 DW0370;                    North         East    Units  Estimated Accuracy
 DW0370;SPC CA 6     -   667,450.    2,045,830.      MT  (+/- 180 meters Scaled)
 DW0370
 DW0370                          SUPERSEDED SURVEY CONTROL
 DW0370
 DW0370  NGVD 29 (??/??/92)  530.282  (m)         1739.77   (f) ADJ UNCH    1 1
 DW0370
 DW0370.Superseded values are not recommended for survey control.
 DW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0370.See file dsdata.txt to determine how the superseded data were derived.
 DW0370
 DW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT153268(NAD 83)
 DW0370_MARKER: DD = SURVEY DISK
 DW0370_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0370_SP_SET: UNSPECIFIED ROCK
 DW0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0370
 DW0370  HISTORY     - Date     Condition        Report By
 DW0370  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0370  HISTORY     - 1931     GOOD             MWDSC
 DW0370  HISTORY     - 1976     GOOD             NGS
 DW0370  HISTORY     - 1978     GOOD             NGS
 DW0370  HISTORY     - 1985     GOOD             USGS
 DW0370
 DW0370                          STATION DESCRIPTION
 DW0370
 DW0370'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0370'20.2 MI W FROM DESERT CENTER.
 DW0370'4.5 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION OF
 DW0370'THE COTTONWOOD SPRING ROAD, ABOUT 2000 FEET NORTH OF THE ROAD,
 DW0370'AT THE SOUTHEAST BASE OF A SMALL ROCKY HILL, 60 FEET NORTH OF THE
 DW0370'GRANITE WELLS ROAD, ABOUT 500 FEET SOUTHEAST OF THE LOS ANGELES
 DW0370'WATER DEPARTMENT TRIANGULATION STATION BUMPANIS, AND IN ROCK.  A
 DW0370'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DW0370'MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY
 DW0370'2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0370
 DW0370                          STATION RECOVERY (1976)
 DW0370
 DW0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0370'0.55 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CHIRIACO
 DW0370'SUMMIT THENCE 2.3 MILES WEST ALONG THE AQUEDUCT SERVICE ROAD IN THE
 DW0370'TOP OF A LARGE PROMINENET BOULDER WHICH IS ALONG THE SOUTH BASE OF A
 DW0370'ROCKY HILL, 27 FT. NORTH OF THE CENTER OF THE ROAD, 75 FT. EAST OF
 DW0370'TH CENTER OF THE HILL.
 DW0370
 DW0370                          STATION RECOVERY (1978)
 DW0370
 DW0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0370'RECOVERED IN GOOD CONDITION.
 DW0370
 DW0370                          STATION RECOVERY (1985)
 DW0370
 DW0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0370'2.35 MILES EAST ALONG THE COLORADO RIVER AQUEDUCT ROAD FROM THE
 DW0370'INTERSECTION OF THE COTTONWOOD CANYON ROAD, AT THE BASE OF A SMALL
 DW0370'ROCKY HILL, 20 FEET NORTH OF THE ROAD AND 6 FEET HIGHER SET IN A
 DW0370'ROCK. A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0370'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1310 ***********************************************************************
 HS1310  DESIGNATION -  2 MADERA
 HS1310  PID         -  HS1310
 HS1310  STATE/COUNTY-  CA/MADERA
 HS1310  USGS QUAD   -  KISMET (1987)
 HS1310
 HS1310                         *CURRENT SURVEY CONTROL
 HS1310  ___________________________________________________________________
 HS1310* NAD 83(1986)-  37 02 24.     (N)    120 06 37.     (W)     SCALED    
 HS1310* NAVD 88     -        81.64   (+/-2cm)     267.8    (feet)  VERTCON   
 HS1310  ___________________________________________________________________
 HS1310  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS1310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1310
 HS1310.The horizontal coordinates were scaled from a topographic map and have
 HS1310.an estimated accuracy of +/- 6 seconds.
 HS1310
 HS1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1310.The vertical order pertains to the NGVD 29 superseded value.
 HS1310
 HS1310.The geoid height was determined by GEOID03.
 HS1310
 HS1310;                    North         East    Units  Estimated Accuracy
 HS1310;SPC CA 3     -   560,000.    2,034,670.      MT  (+/- 180 meters Scaled)
 HS1310
 HS1310                          SUPERSEDED SURVEY CONTROL
 HS1310
 HS1310  NGVD 29 (??/??/92)   80.95   (m)          265.6    (f) COMPUTED    2 0
 HS1310
 HS1310.Superseded values are not recommended for survey control.
 HS1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1310.See file dsdata.txt to determine how the superseded data were derived.
 HS1310
 HS1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG570032(NAD 83)
 HS1310_MARKER: DD = SURVEY DISK
 HS1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1310+STABILITY: SURFACE MOTION
 HS1310
 HS1310  HISTORY     - Date     Condition        Report By
 HS1310  HISTORY     - UNK      MONUMENTED       BOR
 HS1310  HISTORY     - 1958     GOOD             NGS
 HS1310
 HS1310                          STATION DESCRIPTION
 HS1310
 HS1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1310'6.4 MI N FROM MADERA.
 HS1310'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1310'FROM THE STATION AT MADERA, THENCE 2.5 MILES NORTH ALONG ROAD
 HS1310'24, IN R17E T10S S27, 32 FEET SOUTHEAST OF THE CENTER OF THE
 HS1310'INTERSECTION OF A DIRT FARM ROAD (AVENUE 20), 28 FEET EAST
 HS1310'OF THE CENTER LINE OF ROAD 24, 15 FEET SOUTH OF THE CENTER
 HS1310'LINE OF THE AVENUE, 5 FEET NORTHEAST OF A POWER LINE POLE, 0.8 FOOT
 HS1310'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HS1310'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 HS1310'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1296 ***********************************************************************
 HS1296  DESIGNATION -  2 MERCED
 HS1296  PID         -  HS1296
 HS1296  STATE/COUNTY-  CA/MERCED
 HS1296  USGS QUAD   -  EL NIDO (1987)
 HS1296
 HS1296                         *CURRENT SURVEY CONTROL
 HS1296  ___________________________________________________________________
 HS1296* NAD 83(1986)-  37 13 45.     (N)    120 29 16.     (W)     SCALED    
 HS1296* NAVD 88     -        46.17   (+/-2cm)     151.5    (feet)  VERTCON   
 HS1296  ___________________________________________________________________
 HS1296  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HS1296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1296
 HS1296.The horizontal coordinates were scaled from a topographic map and have
 HS1296.an estimated accuracy of +/- 6 seconds.
 HS1296
 HS1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1296.The vertical order pertains to the NGVD 29 superseded value.
 HS1296
 HS1296.The geoid height was determined by GEOID03.
 HS1296
 HS1296;                    North         East    Units  Estimated Accuracy
 HS1296;SPC CA 3     -   580,920.    2,001,090.      MT  (+/- 180 meters Scaled)
 HS1296
 HS1296                          SUPERSEDED SURVEY CONTROL
 HS1296
 HS1296  NGVD 29 (??/??/92)   45.46   (m)          149.1    (f) COMPUTED    2 0
 HS1296
 HS1296.Superseded values are not recommended for survey control.
 HS1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1296.See file dsdata.txt to determine how the superseded data were derived.
 HS1296
 HS1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG228232(NAD 83)
 HS1296_MARKER: DD = SURVEY DISK
 HS1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1296_SP_SET: CULVERT
 HS1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1296
 HS1296  HISTORY     - Date     Condition        Report By
 HS1296  HISTORY     - UNK      MONUMENTED       CADH
 HS1296  HISTORY     - 1958     GOOD             NGS
 HS1296
 HS1296                          STATION DESCRIPTION
 HS1296
 HS1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1296'5.2 MI S FROM MERCED.
 HS1296'0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1296'FROM THE STATION AT MERCED, THENCE 4.8 MILES SOUTH ALONG J
 HS1296'STREET (MERCED COUNTY ROUTE 123), IN R13E T8S S13, 77 FEET
 HS1296'NORTHWEST OF THE CENTER OF THE T JUNCTION OF MC NAMARA ROAD
 HS1296'(ROAD 224) LEADING EAST, AT A DOUBLE 48-INCH CONCRETE PIPE
 HS1296'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 HS1296'WALL, 25 FEET WEST OF THE CENTER LINE OF ROUTE 123, AND ABOUT
 HS1296'1 1/2 FEET LOWER THAN THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6879 ***********************************************************************
 EW6879  DESIGNATION -  2 MV 3 2 A SCECO
 EW6879  PID         -  EW6879
 EW6879  STATE/COUNTY-  CA/LOS ANGELES
 EW6879  USGS QUAD   -  PACIFICO MOUNTAIN (1991)
 EW6879
 EW6879                         *CURRENT SURVEY CONTROL
 EW6879  ___________________________________________________________________
 EW6879* NAD 83(1986)-  34 29 35.     (N)    118 07 31.     (W)     SCALED    
 EW6879* NAVD 88     -       959.216  (meters)    3147.03   (feet)  READJUSTED
 EW6879  ___________________________________________________________________
 EW6879  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EW6879  DYNAMIC HT  -         958.080 (meters)    3143.30  (feet)  COMP
 EW6879  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 EW6879
 EW6879  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW6879
 EW6879.The horizontal coordinates were scaled from a topographic map and have
 EW6879.an estimated accuracy of +/- 6 seconds.
 EW6879
 EW6879.The orthometric height was determined by differential leveling
 EW6879.and adjusted in February 1993.
 EW6879.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW6879.distribution rate of 2.1 thru 3.0 mm/km.
 EW6879.The height was derived from older observations constrained to new
 EW6879.heights in a crustal motion area.  The height is approximate in
 EW6879.relation to other heights in its vicinity.
 EW6879
 EW6879.The geoid height was determined by GEOID03.
 EW6879
 EW6879.The dynamic height is computed by dividing the NAVD 88
 EW6879.geopotential number by the normal gravity value computed on the
 EW6879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6879.degrees latitude (g = 980.6199 gals.).
 EW6879
 EW6879.The modeled gravity was interpolated from observed gravity values.
 EW6879
 EW6879;                    North         East    Units  Estimated Accuracy
 EW6879;SPC CA 5     -   610,160.    1,988,490.      MT  (+/- 180 meters Scaled)
 EW6879
 EW6879                          SUPERSEDED SURVEY CONTROL
 EW6879
 EW6879  NGVD 29 (??/??/92)  958.333  (m)         3144.13   (f) ADJ UNCH    1 1
 EW6879
 EW6879.Superseded values are not recommended for survey control.
 EW6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6879.See file dsdata.txt to determine how the superseded data were derived.
 EW6879
 EW6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU966174(NAD 83)
 EW6879_MARKER: P = PIPE CAP
 EW6879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6879_SP_SET: SHALLOW-SET PIPE
 EW6879_STAMPING: 2 MV 3-2A RX
 EW6879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6879
 EW6879  HISTORY     - Date     Condition        Report By
 EW6879  HISTORY     - UNK      MONUMENTED       SCECO
 EW6879  HISTORY     - 1977     GOOD             NGS
 EW6879
 EW6879                          STATION DESCRIPTION
 EW6879
 EW6879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6879'0.8 MI WEST FROM VINCENT.
 EW6879'0.8 MILE WEST ALONG SIERRA HIGHWAY FROM THE INTERSECTION OF
 EW6879'MOUNTAIN SPRING ROAD AT VINCENT, 0.2 MILE WEST OF TRIANGULATION
 EW6879'STATION SLOOT, 90 FT. SOUTH OF THE CENTER LINE OF SIERRA WAY
 EW6879'HIGHWAY, 35 FT. NORTH OF NORTH TRACK OF SPUR TRACK LEADING IN A
 EW6879'EASTERLY DIRECTION, IN A 2-INCH IRON PIPE FILL WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8580 ***********************************************************************
 AB8580  DESIGNATION -  2 N 1 70
 AB8580  PID         -  AB8580
 AB8580  STATE/COUNTY-  CA/ORANGE
 AB8580  USGS QUAD   -  YORBA LINDA (1981)
 AB8580
 AB8580                         *CURRENT SURVEY CONTROL
 AB8580  ___________________________________________________________________
 AB8580* NAD 83(1986)-  33 52 59.     (N)    117 47 50.     (W)     SCALED    
 AB8580* NAVD 88     -       117.294  (meters)     384.82   (feet)  ADJUSTED  
 AB8580  ___________________________________________________________________
 AB8580  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AB8580  DYNAMIC HT  -         117.167 (meters)     384.41  (feet)  COMP
 AB8580  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 AB8580
 AB8580  VERT ORDER  -  FIRST     CLASS II
 AB8580
 AB8580.The horizontal coordinates were scaled from a topographic map and have
 AB8580.an estimated accuracy of +/- 6 seconds.
 AB8580
 AB8580.The orthometric height was determined by differential leveling
 AB8580.and adjusted in February 1997.
 AB8580
 AB8580.The geoid height was determined by GEOID03.
 AB8580
 AB8580.The dynamic height is computed by dividing the NAVD 88
 AB8580.geopotential number by the normal gravity value computed on the
 AB8580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8580.degrees latitude (g = 980.6199 gals.).
 AB8580
 AB8580.The modeled gravity was interpolated from observed gravity values.
 AB8580
 AB8580;                    North         East    Units  Estimated Accuracy
 AB8580;SPC CA 6     -   691,420.    1,856,870.      MT  (+/- 180 meters Scaled)
 AB8580
 AB8580                          SUPERSEDED SURVEY CONTROL
 AB8580
 AB8580.No superseded survey control is available for this station.
 AB8580
 AB8580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT262494(NAD 83)
 AB8580_MARKER: A = ALUMINUM MARKER
 AB8580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8580_SP_SET: CATCH BASIN
 AB8580_STAMPING: 2N.1.70
 AB8580_MARK LOGO: CA-059
 AB8580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8580+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 AB8580
 AB8580  HISTORY     - Date     Condition        Report By
 AB8580  HISTORY     - 1970     MONUMENTED       CA-059
 AB8580  HISTORY     - 19940107 GOOD             MWDSC
 AB8580  HISTORY     - 20070508 GOOD             GEOCAC
 AB8580
 AB8580                          STATION DESCRIPTION
 AB8580
 AB8580'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8580'YORBA LINDA, 0.7 MILE (1.1 KM) SOUTH ALONG KELLOGG DR.  FROM THE
 AB8580'INTERSECTION WITH YORBA LINDA BL., 110 FEET (33.5 M) SOUTH OF OLD
 AB8580'RANCH RD.  AND 34 FEET (10.4 M) WEST OF KELLOGG DR.  7 FEET (2.1 M)
 AB8580'SOUTHWEST OF A 45-50 FT TALL PINE TREE, ON A CONCRETE CATCH BASIN.
 AB8580'FOUND A O.C.S.  3-3/4 INCH ALUMINUM DISK STAMPED - 2N.1.70 - FLUSH ON
 AB8580'TOP OF THE NORTHEAST CORNER AND 0.8 FOOT (24.4 CM) BACK OF CURB FACE.
 AB8580'REFERENCE MWD FB 2011 02 078.
 AB8580
 AB8580                          STATION RECOVERY (2007)
 AB8580
 AB8580'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 AB8580'RECOVERED AS DESCRIBED, EXCEPT THE DISTANCE SOUTH ALONG KELLOGG DR
 AB8580'FROM YORBA LINDA BLVD IS APPROX 0.45 MILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0409 ***********************************************************************
 DW0409  DESIGNATION -  2 N MWDSC
 DW0409  PID         -  DW0409
 DW0409  STATE/COUNTY-  CA/RIVERSIDE
 DW0409  USGS QUAD   -  HAYFIELD (1987)
 DW0409
 DW0409                         *CURRENT SURVEY CONTROL
 DW0409  ___________________________________________________________________
 DW0409* NAD 83(1986)-  33 40 07.     (N)    115 44 31.     (W)     SCALED    
 DW0409* NAVD 88     -       516.37   (+/-2cm)    1694.1    (feet)  VERTCON   
 DW0409  ___________________________________________________________________
 DW0409  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0409  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0409
 DW0409.The horizontal coordinates were scaled from a topographic map and have
 DW0409.an estimated accuracy of +/- 6 seconds.
 DW0409
 DW0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0409.The vertical order pertains to the NGVD 29 superseded value.
 DW0409
 DW0409.The geoid height was determined by GEOID03.
 DW0409
 DW0409;                    North         East    Units  Estimated Accuracy
 DW0409;SPC CA 6     -   666,690.    2,047,120.      MT  (+/- 180 meters Scaled)
 DW0409
 DW0409                          SUPERSEDED SURVEY CONTROL
 DW0409
 DW0409  NGVD 29 (??/??/??)  515.643  (m)         1691.74   (f) ADJUSTED    1 2
 DW0409
 DW0409.Superseded values are not recommended for survey control.
 DW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0409.See file dsdata.txt to determine how the superseded data were derived.
 DW0409
 DW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT166261(NAD 83)
 DW0409_MARKER: DD = SURVEY DISK
 DW0409_SETTING: 0 = UNSPECIFIED SETTING
 DW0409_STAMPING: 2 N
 DW0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0409
 DW0409  HISTORY     - Date     Condition        Report By
 DW0409  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0409  HISTORY     - 1971     GOOD             NGS
 DW0409  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0409
 DW0409                          STATION DESCRIPTION
 DW0409
 DW0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DW0409'19.2 MI W FROM DESERT CENTER.
 DW0409'TO REACH FROM THE CHIRIACO COFFEE SHOP AT CHIRIACO SUMMIT, GO
 DW0409'WEST ABOUT 300 FEET ON OLD HIGHWAY TO THE WEST END OF THE TRAILER
 DW0409'PARK, TURN RIGHT AND GO NORTH ON BLADED ROAD FOR 0.5 MILE TO THE
 DW0409'PIPE LINE ROAD.  TURN LEFT AND GO WEST FOR 1.2 MILES TO THE BM
 DW0409'ON THE LEFT.  IT IS ABOUT 81 FEET SOUTH OF THE CENTERLINE OF
 DW0409'PIPE LINE ROAD.
 DW0409
 DW0409                          STATION RECOVERY (1976)
 DW0409
 DW0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0409'NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0923 ***********************************************************************
 EV0923  DESIGNATION -  2 NAFB
 EV0923  PID         -  EV0923
 EV0923  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0923  USGS QUAD   -  REDLANDS (1996)
 EV0923
 EV0923                         *CURRENT SURVEY CONTROL
 EV0923  ___________________________________________________________________
 EV0923* NAD 83(1986)-  34 05 38.     (N)    117 15 01.     (W)     SCALED    
 EV0923* NAVD 88     -       329.71   (+/-2cm)    1081.7    (feet)  VERTCON   
 EV0923  ___________________________________________________________________
 EV0923  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EV0923  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0923
 EV0923.The horizontal coordinates were scaled from a topographic map and have
 EV0923.an estimated accuracy of +/- 6 seconds.
 EV0923
 EV0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0923.The vertical order pertains to the NGVD 29 superseded value.
 EV0923
 EV0923.The geoid height was determined by GEOID03.
 EV0923
 EV0923;                    North         East    Units  Estimated Accuracy
 EV0923;SPC CA 5     -   566,140.    2,069,190.      MT  (+/- 180 meters Scaled)
 EV0923
 EV0923                          SUPERSEDED SURVEY CONTROL
 EV0923
 EV0923  NGVD 29 (??/??/92)  328.99   (m)         1079.4    (f) COMPUTED    1 2
 EV0923
 EV0923.Superseded values are not recommended for survey control.
 EV0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0923.See file dsdata.txt to determine how the superseded data were derived.
 EV0923
 EV0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT769725(NAD 83)
 EV0923_MARKER: Z = SEE DESCRIPTION
 EV0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0923_SP_SET: BUILDING WALL
 EV0923_STAMPING: 2
 EV0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0923
 EV0923  HISTORY     - Date     Condition        Report By
 EV0923  HISTORY     - UNK      MONUMENTED       DOD
 EV0923  HISTORY     - 1956     GOOD             NGS
 EV0923  HISTORY     - 1979     MARK NOT FOUND   USGS
 EV0923
 EV0923                          STATION DESCRIPTION
 EV0923
 EV0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0923'AT NORTON AFB.
 EV0923'AT NORTON AIR FORCE BASE, SET VERTICALLY IN THE SOUTH CONCRETE
 EV0923'WALL OF BUILDING S-747, ABOUT 200 FEET EAST OF THE CENTER LINE
 EV0923'OF 6TH STREET, 36 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING
 EV0923'S-719, 1.0 FOOT EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 EV0923'AND 1.1 FEET ABOVE THE GROUND.
 EV0923
 EV0923                          STATION RECOVERY (1979)
 EV0923
 EV0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2400 ***********************************************************************
 HS2400  DESIGNATION -  2 NWW
 HS2400  PID         -  HS2400
 HS2400  STATE/COUNTY-  CA/STANISLAUS
 HS2400  USGS QUAD   -  NEWMAN (1978)
 HS2400
 HS2400                         *CURRENT SURVEY CONTROL
 HS2400  ___________________________________________________________________
 HS2400* NAD 83(1986)-  37 19 08.     (N)    121 01 24.     (W)     SCALED    
 HS2400* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 HS2400  ___________________________________________________________________
 HS2400  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HS2400  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2400
 HS2400.The horizontal coordinates were scaled from a topographic map and have
 HS2400.an estimated accuracy of +/- 6 seconds.
 HS2400
 HS2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2400.The vertical order pertains to the NGVD 29 superseded value.
 HS2400
 HS2400.The geoid height was determined by GEOID03.
 HS2400
 HS2400;                    North         East    Units  Estimated Accuracy
 HS2400;SPC CA 3     -   591,010.    1,953,620.      MT  (+/- 180 meters Scaled)
 HS2400
 HS2400                          SUPERSEDED SURVEY CONTROL
 HS2400
 HS2400  NGVD 29 (??/??/92)   26.16   (m)           85.8    (f) COMPUTED    1 2
 HS2400
 HS2400.Superseded values are not recommended for survey control.
 HS2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2400.See file dsdata.txt to determine how the superseded data were derived.
 HS2400
 HS2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG751320(NAD 83)
 HS2400_MARKER: Z = SEE DESCRIPTION
 HS2400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2400_SP_SET: AXEL
 HS2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2400
 HS2400  HISTORY     - Date     Condition        Report By
 HS2400  HISTORY     - UNK      MONUMENTED       CGS
 HS2400  HISTORY     - 1935     GOOD             NGS
 HS2400  HISTORY     - 1958     MARK NOT FOUND   NGS
 HS2400
 HS2400                          STATION DESCRIPTION
 HS2400
 HS2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS2400'IN NEWMAN.
 HS2400'10 FT. EAST OF INTERSECTION OF MARIPOSA AND N STREETS, SET 8
 HS2400'INCHES BELOW PAVEMENT.
 HS2400
 HS2400                          STATION RECOVERY (1958)
 HS2400
 HS2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HS2400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5432 ***********************************************************************
 DX5432  DESIGNATION -  2 OJA
 DX5432  PID         -  DX5432
 DX5432  STATE/COUNTY-  CA/RIVERSIDE
 DX5432  USGS QUAD   -  PERRIS (1993)
 DX5432
 DX5432                         *CURRENT SURVEY CONTROL
 DX5432  ___________________________________________________________________
 DX5432* NAD 83(1986)-  33 49 54.     (N)    117 08 27.     (W)     SCALED    
 DX5432* NAVD 88     -       434.098  (meters)    1424.20   (feet)  ADJUSTED  
 DX5432  ___________________________________________________________________
 DX5432  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DX5432  DYNAMIC HT  -         433.605 (meters)    1422.59  (feet)  COMP
 DX5432  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 DX5432
 DX5432  VERT ORDER  -  FIRST     CLASS II
 DX5432
 DX5432.The horizontal coordinates were scaled from a topographic map and have
 DX5432.an estimated accuracy of +/- 6 seconds.
 DX5432
 DX5432.The orthometric height was determined by differential leveling
 DX5432.and adjusted in January 1993.
 DX5432
 DX5432.The geoid height was determined by GEOID03.
 DX5432
 DX5432.The dynamic height is computed by dividing the NAVD 88
 DX5432.geopotential number by the normal gravity value computed on the
 DX5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5432.degrees latitude (g = 980.6199 gals.).
 DX5432
 DX5432.The modeled gravity was interpolated from observed gravity values.
 DX5432
 DX5432;                    North         East    Units  Estimated Accuracy
 DX5432;SPC CA 6     -   685,010.    1,917,540.      MT  (+/- 180 meters Scaled)
 DX5432
 DX5432                          SUPERSEDED SURVEY CONTROL
 DX5432
 DX5432.No superseded survey control is available for this station.
 DX5432
 DX5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT869435(NAD 83)
 DX5432_MARKER: N = NAIL
 DX5432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5432_SP_SET: IN TOP OF STRUCTURE WALL
 DX5432_MARK LOGO: NONE  
 DX5432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5432+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5432
 DX5432  HISTORY     - Date     Condition        Report By
 DX5432  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5432
 DX5432                          STATION DESCRIPTION
 DX5432
 DX5432'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5432'1.4 MILES (2.3 KM) WEST OF LAKEVIEW, 600 FEET (182.9 M) EAST OF SAN
 DX5432'JACINTO RIVER, ON THE SOUTHERLY OF TWO STRUCTURES ON THE COLORADO
 DX5432'RIVER AQUEDUCT, FOUND PK NAIL SET IN LEAD ON NORTH CORNER OF
 DX5432'STRUCTURE, 2 FEET (0.6 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5434 ***********************************************************************
 DX5434  DESIGNATION -  2 PCL
 DX5434  PID         -  DX5434
 DX5434  STATE/COUNTY-  CA/RIVERSIDE
 DX5434  USGS QUAD   -  PERRIS (1993)
 DX5434
 DX5434                         *CURRENT SURVEY CONTROL
 DX5434  ___________________________________________________________________
 DX5434* NAD 83(1986)-  33 49 52.     (N)    117 09 33.     (W)     SCALED    
 DX5434* NAVD 88     -       447.063  (meters)    1466.74   (feet)  ADJUSTED  
 DX5434  ___________________________________________________________________
 DX5434  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DX5434  DYNAMIC HT  -         446.553 (meters)    1465.07  (feet)  COMP
 DX5434  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 DX5434
 DX5434  VERT ORDER  -  FIRST     CLASS II
 DX5434
 DX5434.The horizontal coordinates were scaled from a topographic map and have
 DX5434.an estimated accuracy of +/- 6 seconds.
 DX5434
 DX5434.The orthometric height was determined by differential leveling
 DX5434.and adjusted in January 1993.
 DX5434
 DX5434.The geoid height was determined by GEOID03.
 DX5434
 DX5434.The dynamic height is computed by dividing the NAVD 88
 DX5434.geopotential number by the normal gravity value computed on the
 DX5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5434.degrees latitude (g = 980.6199 gals.).
 DX5434
 DX5434.The modeled gravity was interpolated from observed gravity values.
 DX5434
 DX5434;                    North         East    Units  Estimated Accuracy
 DX5434;SPC CA 6     -   684,960.    1,915,840.      MT  (+/- 180 meters Scaled)
 DX5434
 DX5434                          SUPERSEDED SURVEY CONTROL
 DX5434
 DX5434.No superseded survey control is available for this station.
 DX5434
 DX5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT852434(NAD 83)
 DX5434_MARKER: DB = BENCH MARK DISK
 DX5434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5434_SP_SET: IN TOP OF STRUCTURE WALL
 DX5434_STAMPING: 2 PCL 1967
 DX5434_MARK LOGO: MWDSC 
 DX5434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5434+SATELLITE: SATELLITE OBSERVATIONS - 1983
 DX5434
 DX5434  HISTORY     - Date     Condition        Report By
 DX5434  HISTORY     - 1983     MONUMENTED       MWDSC
 DX5434
 DX5434                          STATION DESCRIPTION
 DX5434
 DX5434'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1983
 DX5434'2.5 MILES (4.0 KM) WEST OF LAKEVIEW, 1.0 MILE (1.6 KM) SOUTHWEST OF
 DX5434'LAKEVIEW HOT SPRINGS , 1000 FEET (304.8 M) WEST OF POZOS AVE., 1000
 DX5434'FEET (304.8 M) EAST OF RAMONA EXPRESSWAY, AT THE EAST END OF THE EAST
 DX5434'PORTAL CUT OF THE COLORADO RIVER AQUEDUCT, FOUND 3 INCH STANDARD
 DX5434'BRASS MWD DISK IN TOP OF THE WEST WALL OF CONCRETE STRUCTURE, 0.3
 DX5434'FEET (9.1 CM) ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0411 ***********************************************************************
 DW0411  DESIGNATION -  2 Q MWDSC
 DW0411  PID         -  DW0411
 DW0411  STATE/COUNTY-  CA/RIVERSIDE
 DW0411  USGS QUAD   -  HAYFIELD (1987)
 DW0411
 DW0411                         *CURRENT SURVEY CONTROL
 DW0411  ___________________________________________________________________
 DW0411* NAD 83(1986)-  33 40 12.     (N)    115 42 17.     (W)     SCALED    
 DW0411* NAVD 88     -       540.97   (+/-2cm)    1774.8    (feet)  VERTCON   
 DW0411  ___________________________________________________________________
 DW0411  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW0411  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0411
 DW0411.The horizontal coordinates were scaled from a topographic map and have
 DW0411.an estimated accuracy of +/- 6 seconds.
 DW0411
 DW0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0411.The vertical order pertains to the NGVD 29 superseded value.
 DW0411
 DW0411.The geoid height was determined by GEOID03.
 DW0411
 DW0411;                    North         East    Units  Estimated Accuracy
 DW0411;SPC CA 6     -   666,860.    2,050,570.      MT  (+/- 180 meters Scaled)
 DW0411
 DW0411                          SUPERSEDED SURVEY CONTROL
 DW0411
 DW0411  NGVD 29 (??/??/??)  540.240  (m)         1772.44   (f) ADJUSTED    1 2
 DW0411
 DW0411.Superseded values are not recommended for survey control.
 DW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0411.See file dsdata.txt to determine how the superseded data were derived.
 DW0411
 DW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT200263(NAD 83)
 DW0411_MARKER: DD = SURVEY DISK
 DW0411_SETTING: 66 = SET IN ROCK OUTCROP
 DW0411_SP_SET: ROCK OUTCROP
 DW0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0411+STABILITY: POSITION/ELEVATION WELL
 DW0411
 DW0411  HISTORY     - Date     Condition        Report By
 DW0411  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0411  HISTORY     - 1931     GOOD             MWDSC
 DW0411  HISTORY     - 1959     POOR             USGS
 DW0411  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0411  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0411
 DW0411                          STATION DESCRIPTION
 DW0411
 DW0411'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0411'17 MI W FROM DESERT CENTER.
 DW0411'1.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT, ABOUT
 DW0411'3000 FEET NORTH OF THE HIGHWAY, IN A SMALL GROUP OF OCOTILLO
 DW0411'BUSHES, AND IN A LOW ROCK OUTCROP.  A METROPOLITAN WATER DISTRICT
 DW0411'OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 DW0411'NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT
 DW0411'POLE WITH A CROSS ARM AND A RED FLAG.
 DW0411
 DW0411                          STATION RECOVERY (1959)
 DW0411
 DW0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0411'MARK RECOVERED IN POOR CONDITION.
 DW0411
 DW0411                          STATION RECOVERY (1976)
 DW0411
 DW0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0411'INACCESSABLE TO LEVEL LINE IN 1976.
 DW0411
 DW0411                          STATION RECOVERY (1985)
 DW0411
 DW0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0412 ***********************************************************************
 DW0412  DESIGNATION -  2 R MWDSC
 DW0412  PID         -  DW0412
 DW0412  STATE/COUNTY-  CA/RIVERSIDE
 DW0412  USGS QUAD   -  HAYFIELD (1987)
 DW0412
 DW0412                         *CURRENT SURVEY CONTROL
 DW0412  ___________________________________________________________________
 DW0412* NAD 83(1986)-  33 40 41.     (N)    115 41 44.     (W)     SCALED    
 DW0412* NAVD 88     -       529.59   (+/-2cm)    1737.5    (feet)  VERTCON   
 DW0412  ___________________________________________________________________
 DW0412  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0412  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0412
 DW0412.The horizontal coordinates were scaled from a topographic map and have
 DW0412.an estimated accuracy of +/- 6 seconds.
 DW0412
 DW0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0412.The vertical order pertains to the NGVD 29 superseded value.
 DW0412
 DW0412.The geoid height was determined by GEOID03.
 DW0412
 DW0412;                    North         East    Units  Estimated Accuracy
 DW0412;SPC CA 6     -   667,760.    2,051,410.      MT  (+/- 180 meters Scaled)
 DW0412
 DW0412                          SUPERSEDED SURVEY CONTROL
 DW0412
 DW0412  NGVD 29 (??/??/??)  528.867  (m)         1735.12   (f) ADJUSTED    1 2
 DW0412
 DW0412.Superseded values are not recommended for survey control.
 DW0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0412.See file dsdata.txt to determine how the superseded data were derived.
 DW0412
 DW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT209272(NAD 83)
 DW0412_MARKER: DD = SURVEY DISK
 DW0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0412+STABILITY: SURFACE MOTION
 DW0412
 DW0412  HISTORY     - Date     Condition        Report By
 DW0412  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0412  HISTORY     - 1931     GOOD             MWDSC
 DW0412  HISTORY     - 1959     MARK NOT FOUND   USGS
 DW0412  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0412  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0412
 DW0412                          STATION DESCRIPTION
 DW0412
 DW0412'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0412'16.5 MI W FROM DESERT CENTER.
 DW0412'2.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT, ABOUT
 DW0412'1 MILE NORTH OF THE HIGHWAY, ON A SMALL RIDGE, AND SURROUNDED
 DW0412'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0412'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DW0412'FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL
 DW0412'WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0412
 DW0412                          STATION RECOVERY (1959)
 DW0412
 DW0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0412'MARK NOT FOUND.
 DW0412
 DW0412                          STATION RECOVERY (1976)
 DW0412
 DW0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0412'INACCESSIABLE TO IN 1976 LEVELING.
 DW0412
 DW0412                          STATION RECOVERY (1985)
 DW0412
 DW0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2133 ***********************************************************************
 DY2133  DESIGNATION -  2 S 4 SCAE CO
 DY2133  PID         -  DY2133
 DY2133  STATE/COUNTY-  CA/LOS ANGELES
 DY2133  USGS QUAD   -  SANTA CATALINA EAST (1980)
 DY2133
 DY2133                         *CURRENT SURVEY CONTROL
 DY2133  ___________________________________________________________________
 DY2133* NAD 83(1986)-  33 21 13.     (N)    118 21 12.     (W)     SCALED    
 DY2133* NAVD 88     -       437.85   (+/-2cm)    1436.5    (feet)  VERTCON   
 DY2133  ___________________________________________________________________
 DY2133  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 DY2133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DY2133
 DY2133.The horizontal coordinates were scaled from a topographic map and have
 DY2133.an estimated accuracy of +/- 6 seconds.
 DY2133
 DY2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2133.The vertical order pertains to the NGVD 29 superseded value.
 DY2133
 DY2133.The geoid height was determined by GEOID03.
 DY2133
 DY2133;                    North         East    Units  Estimated Accuracy
 DY2133;SPC CA 5     -   483,820.    1,967,110.      MT  (+/- 180 meters Scaled)
 DY2133
 DY2133                          SUPERSEDED SURVEY CONTROL
 DY2133
 DY2133  NGVD 29 (??/??/92)  437.120  (m)         1434.12   (f) ADJ UNCH    2 0
 DY2133
 DY2133.Superseded values are not recommended for survey control.
 DY2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2133.See file dsdata.txt to determine how the superseded data were derived.
 DY2133
 DY2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLS740913(NAD 83)
 DY2133_MARKER: DD = SURVEY DISK
 DY2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY2133_STAMPING: 2 S 4
 DY2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2133+STABILITY: SURFACE MOTION
 DY2133
 DY2133  HISTORY     - Date     Condition        Report By
 DY2133  HISTORY     - UNK      MONUMENTED       LOCENG
 DY2133  HISTORY     - 1965     GOOD             NGS
 DY2133
 DY2133                          STATION DESCRIPTION
 DY2133
 DY2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY2133'2.9 MI NW FROM AVALON.
 DY2133'2.9 MILES NORTHWEST ALONG AVALON-AIRPORT ROAD FROM THE JUNCTION
 DY2133'OF MARILLA AVENUE AT AVALON, AT SUMMIT VIEW POINT AND WRIGLEY
 DY2133'RESERVOIR, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 DY2133'SOUTH OF THE CENTER LINE OF THE NORTH ENTRANCE ROAD TO THE VIEW
 DY2133'POINT, 84 FEET NORTH OF SUMMIT VIEW POINT ELEV. 1515 FT SIGN,
 DY2133'43 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHEAST END OF A
 DY2133'WOODEN GUARDRAIL, 3.9 FEET EAST OF THE NORTH ONE OF A ROW OF
 DY2133'WHITE 4- BY 4-FOOT POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 DY2133'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 DY2133'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0413 ***********************************************************************
 DW0413  DESIGNATION -  2 S MWDSC
 DW0413  PID         -  DW0413
 DW0413  STATE/COUNTY-  CA/RIVERSIDE
 DW0413  USGS QUAD   -  HAYFIELD (1987)
 DW0413
 DW0413                         *CURRENT SURVEY CONTROL
 DW0413  ___________________________________________________________________
 DW0413* NAD 83(1986)-  33 41 54.     (N)    115 40 26.     (W)     SCALED    
 DW0413* NAVD 88     -       529.02   (+/-2cm)    1735.6    (feet)  VERTCON   
 DW0413  ___________________________________________________________________
 DW0413  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DW0413  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0413
 DW0413.The horizontal coordinates were scaled from a topographic map and have
 DW0413.an estimated accuracy of +/- 6 seconds.
 DW0413
 DW0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0413.The vertical order pertains to the NGVD 29 superseded value.
 DW0413
 DW0413.The geoid height was determined by GEOID03.
 DW0413
 DW0413;                    North         East    Units  Estimated Accuracy
 DW0413;SPC CA 6     -   670,020.    2,053,410.      MT  (+/- 180 meters Scaled)
 DW0413
 DW0413                          SUPERSEDED SURVEY CONTROL
 DW0413
 DW0413  NGVD 29 (??/??/??)  528.301  (m)         1733.27   (f) ADJUSTED    1 2
 DW0413
 DW0413.Superseded values are not recommended for survey control.
 DW0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0413.See file dsdata.txt to determine how the superseded data were derived.
 DW0413
 DW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT228294(NAD 83)
 DW0413_MARKER: DD = SURVEY DISK
 DW0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0413_SP_SET: CONCRETE
 DW0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0413+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003
 DW0413
 DW0413  HISTORY     - Date     Condition        Report By
 DW0413  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0413  HISTORY     - 1931     GOOD             MWDSC
 DW0413  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0413  HISTORY     - 20030302 GOOD             USPSQD
 DW0413
 DW0413                          STATION DESCRIPTION
 DW0413
 DW0413'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0413'15.5 MI W FROM DESERT CENTER.
 DW0413'ABOUT 4 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT,
 DW0413'ABOUT 1 MILE NORTH OF THE HIGHWAY, ABOUT 500 FEET NORTHWEST OF
 DW0413'THE PRELIMINARY LOCATION SURVEY WEST TUNNEL-PORTAL AT STATION
 DW0413'6139+80, ABOUT 300 FEET WEST OF THE BASE OF HILLS, IN THE EAST
 DW0413'WASH OF AN ALLUVIAL FAN AT THE MOUTH OF A LARGE CANYON, AND
 DW0413'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0413'CALIFORNIA STANDARD DISK, SET IN CONCRETE.  NOTE-- THE FENCE
 DW0413'SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH
 DW0413'A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0413
 DW0413                          STATION RECOVERY (1976)
 DW0413
 DW0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0413'INACCESSIABLE TO IN 1976 LEVELING.
 DW0413
 DW0413                          STATION RECOVERY (2003)
 DW0413
 DW0413'RECOVERY NOTE BY US POWER SQUADRON 2003 (CP)
 DW0413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1111 ***********************************************************************
 KT1111  DESIGNATION -  2 S USGS
 KT1111  PID         -  KT1111
 KT1111  STATE/COUNTY-  CA/MENDOCINO
 KT1111  USGS QUAD   -  WILLITS (1991)
 KT1111
 KT1111                         *CURRENT SURVEY CONTROL
 KT1111  ___________________________________________________________________
 KT1111* NAD 83(1986)-  39 24 43.     (N)    123 21 14.     (W)     SCALED    
 KT1111* NAVD 88     -       418.22   (+/-2cm)    1372.1    (feet)  VERTCON   
 KT1111  ___________________________________________________________________
 KT1111  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KT1111  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1111
 KT1111.The horizontal coordinates were scaled from a topographic map and have
 KT1111.an estimated accuracy of +/- 6 seconds.
 KT1111
 KT1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1111.The vertical order pertains to the NGVD 29 superseded value.
 KT1111
 KT1111.The geoid height was determined by GEOID03.
 KT1111
 KT1111;                    North         East    Units  Estimated Accuracy
 KT1111;SPC CA 2     -   694,610.    1,883,410.      MT  (+/- 180 meters Scaled)
 KT1111
 KT1111                          SUPERSEDED SURVEY CONTROL
 KT1111
 KT1111  NGVD 29 (??/??/92)  417.302  (m)         1369.10   (f) ADJ UNCH    1 2
 KT1111
 KT1111.Superseded values are not recommended for survey control.
 KT1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1111.See file dsdata.txt to determine how the superseded data were derived.
 KT1111
 KT1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ695625(NAD 83)
 KT1111_MARKER: DD = SURVEY DISK
 KT1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1111_SP_SET: STEP
 KT1111_STAMPING: 1369.052 NO 2 S 1924
 KT1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1111
 KT1111  HISTORY     - Date     Condition        Report By
 KT1111  HISTORY     - 1924     MONUMENTED       USGS
 KT1111  HISTORY     - 1965     GOOD             NGS
 KT1111  HISTORY     - 20071001 MARK NOT FOUND   CONDOR
 KT1111
 KT1111                          STATION DESCRIPTION
 KT1111
 KT1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1111'AT WILLITS.
 KT1111'AT WILLITS, IN THE CENTER OF THE CITY PARK, IN THE BLOCK BOUNDED
 KT1111'BY COMMERCIAL, HUMBOLDT, STATE, AND MARIN STREETS, IN THE TOP OF
 KT1111'THE LOWER CONCRETE STEP OF A 9-FOOT SQUARE CONCRETE BASE,
 KT1111'2.9 FEET EAST OF A METAL LIGHT POLE, 2.7 FEET WEST OF A WOODEN
 KT1111'FLAGPOLE, AND 0.7 FOOT ABOVE THE GROUND.
 KT1111
 KT1111                          STATION RECOVERY (2007)
 KT1111
 KT1111'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2007 (DLS)
 KT1111'MARK HAS BEEN ROCKED OVER OR DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1338 ***********************************************************************
 EV1338  DESIGNATION -  2 SBCFCD
 EV1338  PID         -  EV1338
 EV1338  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1338  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1338
 EV1338                         *CURRENT SURVEY CONTROL
 EV1338  ___________________________________________________________________
 EV1338* NAD 83(1986)-  34 08 40.     (N)    117 16 01.     (W)     SCALED    
 EV1338* NAVD 88     -       373.26   (+/-2cm)    1224.6    (feet)  VERTCON   
 EV1338  ___________________________________________________________________
 EV1338  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 EV1338  VERT ORDER  -  THIRD (See Below)
 EV1338
 EV1338.The horizontal coordinates were scaled from a topographic map and have
 EV1338.an estimated accuracy of +/- 6 seconds.
 EV1338
 EV1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1338.The vertical order pertains to the NGVD 29 superseded value.
 EV1338
 EV1338.The geoid height was determined by GEOID03.
 EV1338
 EV1338;                    North         East    Units  Estimated Accuracy
 EV1338;SPC CA 5     -   571,730.    2,067,610.      MT  (+/- 180 meters Scaled)
 EV1338
 EV1338                          SUPERSEDED SURVEY CONTROL
 EV1338
 EV1338  NGVD 29 (??/??/??)  372.47   (m)         1222.0    (f) RESET       3  
 EV1338
 EV1338.Superseded values are not recommended for survey control.
 EV1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1338.See file dsdata.txt to determine how the superseded data were derived.
 EV1338
 EV1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT753782(NAD 83)
 EV1338_MARKER: DD = SURVEY DISK
 EV1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1338_STAMPING: SBCOFCD 1952
 EV1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1338+STABILITY: SURFACE MOTION
 EV1338
 EV1338  HISTORY     - Date     Condition        Report By
 EV1338  HISTORY     - 1952     MONUMENTED       CA-071
 EV1338  HISTORY     - 1956     GOOD             NGS
 EV1338  HISTORY     - 1979     MARK NOT FOUND   USGS
 EV1338
 EV1338                          STATION DESCRIPTION
 EV1338
 EV1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1338'AT SAN BERNARDINO.
 EV1338'AT SAN BERNARDINO, ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1338'RAILWAY, 1.1 MILES WEST OF DEL ROSA SIDING, 0.2 MILE EAST OF
 EV1338'VALENCIA AVENUE, THENCE 0.1 MILE SOUTH ALONG A DRIVEWAY LEADING
 EV1338'NORTH TO THE CALIFORNIA ELECTRIC POWER COMPANY COUNTRY CLUB
 EV1338'SUB-STATION, AT THE JUNCTION OF THE EAST END OF 29TH AVENUE
 EV1338'AND THE DRIVEWAY, 322.4 FEET SOUTH OF THE SOUTH RAIL, 299.8
 EV1338'FEET SOUTH OF BENCH MARK 1 (SBCOFCD), 40 FEET NORTH OF THE
 EV1338'PROLONGATION OF THE CENTER LINE OF THE AVENUE, 17 FEET EAST
 EV1338'OF AND ACROSS THE DRIVEWAY FROM A FENCE CORNER POST, 10 1/2 FEET
 EV1338'EAST OF THE CENTER LINE OF THE DRIVEWAY, 0.8 FEET NORTHWEST OF A
 EV1338'2-INCH IRON PIPE PAINTED ORANGE PROJECTING 2 1/2 FEET ABOVE
 EV1338'THE GROUND, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP
 EV1338'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV1338'NOTE-- THE DISK IS SLANTING.  THE ROD WAS HELD OVER THE LETTERS
 EV1338'SB.
 EV1338
 EV1338                          STATION RECOVERY (1979)
 EV1338
 EV1338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0102 ***********************************************************************
 HS0102  DESIGNATION -  2 STOCKTON FIELD
 HS0102  PID         -  HS0102
 HS0102  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0102  USGS QUAD   -  STOCKTON EAST (1987)
 HS0102
 HS0102                         *CURRENT SURVEY CONTROL
 HS0102  ___________________________________________________________________
 HS0102* NAD 83(1986)-  37 53 31.     (N)    121 14 57.     (W)     SCALED    
 HS0102* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 HS0102  ___________________________________________________________________
 HS0102  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 HS0102  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0102
 HS0102.This mark is at Stockton Metro Airport (SCK)
 HS0102
 HS0102.The horizontal coordinates were scaled from a topographic map and have
 HS0102.an estimated accuracy of +/- 6 seconds.
 HS0102
 HS0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0102.The vertical order pertains to the NGVD 29 superseded value.
 HS0102
 HS0102.The geoid height was determined by GEOID03.
 HS0102
 HS0102;                    North         East    Units  Estimated Accuracy
 HS0102;SPC CA 3     -   654,740.    1,934,110.      MT  (+/- 180 meters Scaled)
 HS0102
 HS0102                          SUPERSEDED SURVEY CONTROL
 HS0102
 HS0102  NGVD 29 (??/??/92)    6.62   (m)           21.7    (f) COMPUTED    1 2
 HS0102
 HS0102.Superseded values are not recommended for survey control.
 HS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0102.See file dsdata.txt to determine how the superseded data were derived.
 HS0102
 HS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG539952(NAD 83)
 HS0102_MARKER: S = SPIKE
 HS0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0102_SP_SET: OAK TREE
 HS0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0102
 HS0102  HISTORY     - Date     Condition        Report By
 HS0102  HISTORY     - UNK      MONUMENTED       DOD
 HS0102  HISTORY     - 1951     GOOD             NGS
 HS0102  HISTORY     - 1973     GOOD             NGS
 HS0102
 HS0102                          STATION DESCRIPTION
 HS0102
 HS0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0102'AT STOCKTON FIELD.
 HS0102'AT STOCKTON FIELD, AT THE SHARPE GENERAL DEPOT (WHICH IS THE
 HS0102'PORTION OF THE FIELD STILL CONTROLLED BY THE U.S. ARMY), NEAR THE
 HS0102'JUNCTION OF THIRD STREET AND OFFICERS LOOP DRIVE, 96.8 FEET
 HS0102'NORTHWEST OF THE WEST CORNER OF THE CONCRETE CURB AROUND THE
 HS0102'SWIMMING POOL, 76 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 HS0102'12 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LANE
 HS0102'OF THE DRIVE, DRIVEN IN THE SOUTH BASE OF A 36-INCH OAK TREE,
 HS0102'AND SET ABOUT 1/2 FOOT HIGHER THAN THE DRIVE.
 HS0102
 HS0102                          STATION RECOVERY (1973)
 HS0102
 HS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HS0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1926 ***********************************************************************
 FU1926  DESIGNATION -  2 SUP CO
 FU1926  PID         -  FU1926
 FU1926  STATE/COUNTY-  CA/KERN
 FU1926  USGS QUAD   -  BUTTONWILLOW (1973)
 FU1926
 FU1926                         *CURRENT SURVEY CONTROL
 FU1926  ___________________________________________________________________
 FU1926* NAD 83(1986)-  35 26 33.     (N)    119 27 29.     (W)     SCALED    
 FU1926* NAVD 88     -        87.16   (+/-2cm)     286.0    (feet)  VERTCON   
 FU1926  ___________________________________________________________________
 FU1926  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 FU1926  VERT ORDER  -  THIRD (See Below)
 FU1926
 FU1926.The horizontal coordinates were scaled from a topographic map and have
 FU1926.an estimated accuracy of +/- 6 seconds.
 FU1926
 FU1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1926.The vertical order pertains to the NGVD 29 superseded value.
 FU1926
 FU1926.The geoid height was determined by GEOID03.
 FU1926
 FU1926;                    North         East    Units  Estimated Accuracy
 FU1926;SPC CA 5     -   716,440.    1,867,620.      MT  (+/- 180 meters Scaled)
 FU1926
 FU1926                          SUPERSEDED SURVEY CONTROL
 FU1926
 FU1926  NGVD 29 (??/??/??)   86.36   (m)          283.3    (f) RESET       3  
 FU1926
 FU1926.Superseded values are not recommended for survey control.
 FU1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1926.See file dsdata.txt to determine how the superseded data were derived.
 FU1926
 FU1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV768248(NAD 83)
 FU1926_MARKER: P = PIPE CAP
 FU1926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1926_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1926_STAMPING: THE SUP CO T28S R29E RP3ON 35 36 T29S R29E LS 1911
 FU1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1926
 FU1926  HISTORY     - Date     Condition        Report By
 FU1926  HISTORY     - 1911     MONUMENTED       SUPOCO
 FU1926  HISTORY     - 1954     GOOD             NGS
 FU1926  HISTORY     - 1959     MARK NOT FOUND   NGS
 FU1926
 FU1926                          STATION DESCRIPTION
 FU1926
 FU1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU1926'3.8 MI N FROM BUTTONWILLOW.
 FU1926'2.9 MILES NORTH ALONG BUTTONWILLOW DRIVE FROM THE BUTTONWILLOW
 FU1926'UNION SCHOOL AT BUTTONWILLOW, THENCE 0.9 MILE EAST ALONG SEVENTH
 FU1926'STANDARD ROAD, AT THE T JUNCTION OF A DIM FARM ROAD LEADING
 FU1926'NORTHEAST AND THEN NORTH INTO A FIELD, 27.9 FEET NORTH OF THE
 FU1926'CENTER LINE OF SEVENTH STANDARD ROAD, 8 FEET SOUTHEAST OF THE
 FU1926'CENTER LINE OF THE FARM ROAD, 0.6 FOOT SOUTHWEST OF A WITNESS
 FU1926'POST, ABOUT LEVEL WITH SEVENTH STANDARD ROAD, 0.4 FOOT
 FU1926'UNDERGROUND, AND SCREWED ON TOP OF A 2 1/2-INCH IRON PIPE.
 FU1926'SECTION 36, T 28 S, R 29 E.
 FU1926
 FU1926                          STATION RECOVERY (1959)
 FU1926
 FU1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FU1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0414 ***********************************************************************
 DW0414  DESIGNATION -  2 T MWDSC
 DW0414  PID         -  DW0414
 DW0414  STATE/COUNTY-  CA/RIVERSIDE
 DW0414  USGS QUAD   -  HAYFIELD (1987)
 DW0414
 DW0414                         *CURRENT SURVEY CONTROL
 DW0414  ___________________________________________________________________
 DW0414* NAD 83(1986)-  33 41 54.     (N)    115 40 21.     (W)     SCALED    
 DW0414* NAVD 88     -       515.19   (+/-2cm)    1690.3    (feet)  VERTCON   
 DW0414  ___________________________________________________________________
 DW0414  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DW0414  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0414
 DW0414.The horizontal coordinates were scaled from a topographic map and have
 DW0414.an estimated accuracy of +/- 6 seconds.
 DW0414
 DW0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0414.The vertical order pertains to the NGVD 29 superseded value.
 DW0414
 DW0414.The geoid height was determined by GEOID03.
 DW0414
 DW0414;                    North         East    Units  Estimated Accuracy
 DW0414;SPC CA 6     -   670,020.    2,053,540.      MT  (+/- 180 meters Scaled)
 DW0414
 DW0414                          SUPERSEDED SURVEY CONTROL
 DW0414
 DW0414  NGVD 29 (??/??/??)  514.471  (m)         1687.89   (f) ADJUSTED    1 2
 DW0414
 DW0414.Superseded values are not recommended for survey control.
 DW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0414.See file dsdata.txt to determine how the superseded data were derived.
 DW0414
 DW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT230294(NAD 83)
 DW0414_MARKER: DD = SURVEY DISK
 DW0414_SETTING: 66 = SET IN ROCK OUTCROP
 DW0414_SP_SET: BEDROCK
 DW0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0414+STABILITY: POSITION/ELEVATION WELL
 DW0414
 DW0414  HISTORY     - Date     Condition        Report By
 DW0414  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0414  HISTORY     - 1931     GOOD             MWDSC
 DW0414  HISTORY     - 1959     MARK NOT FOUND   USGS
 DW0414  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0414  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0414
 DW0414                          STATION DESCRIPTION
 DW0414
 DW0414'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0414'15.2 MI W FROM DESERT CENTER.
 DW0414'ABOUT 4 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT,
 DW0414'ABOUT 500 FEET SOUTHEAST OF THE PRELIMINARY LOCATION SURVEY WEST
 DW0414'TUNNEL-PORTAL AT STATION 6139+80, AT THE WEST BASE OF HILLS,
 DW0414'ABOUT 5 FEET ABOVE A WASH, AND IN BEDROCK.  A METROPOLITAN WATER
 DW0414'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A
 DW0414'TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT
 DW0414'POLE WITH A CROSS ARM AND A RED FLAG.
 DW0414
 DW0414                          STATION RECOVERY (1959)
 DW0414
 DW0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0414'MARK NOT FOUND.
 DW0414
 DW0414                          STATION RECOVERY (1976)
 DW0414
 DW0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0414'INACCESSIABLE TO IN 1976 LEVELING.
 DW0414
 DW0414                          STATION RECOVERY (1985)
 DW0414
 DW0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0415 ***********************************************************************
 DW0415  DESIGNATION -  2 U MWDSC
 DW0415  PID         -  DW0415
 DW0415  STATE/COUNTY-  CA/RIVERSIDE
 DW0415  USGS QUAD   -  HAYFIELD (1987)
 DW0415
 DW0415                         *CURRENT SURVEY CONTROL
 DW0415  ___________________________________________________________________
 DW0415* NAD 83(1986)-  33 41 52.     (N)    115 39 45.     (W)     SCALED    
 DW0415* NAVD 88     -       460.790  (meters)    1511.78   (feet)  ADJUSTED  
 DW0415  ___________________________________________________________________
 DW0415  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DW0415  DYNAMIC HT  -         460.251 (meters)    1510.01  (feet)  COMP
 DW0415  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 DW0415  OBS GRAVITY -     979,452.7   (mgal)                       GRAV_OBS
 DW0415
 DW0415  VERT ORDER  -  FIRST     CLASS I
 DW0415
 DW0415.The horizontal coordinates were scaled from a topographic map and have
 DW0415.an estimated accuracy of +/- 6 seconds.
 DW0415
 DW0415.The orthometric height was determined by differential leveling
 DW0415.and adjusted in June 1991.
 DW0415
 DW0415.The geoid height was determined by GEOID03.
 DW0415
 DW0415.The dynamic height is computed by dividing the NAVD 88
 DW0415.geopotential number by the normal gravity value computed on the
 DW0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0415.degrees latitude (g = 980.6199 gals.).
 DW0415
 DW0415.The modeled gravity was interpolated from observed gravity values.
 DW0415.The observed gravity was obtained from relative gravimeter ties
 DW0415.to the IGSN71 gravity network.
 DW0415
 DW0415;                    North         East    Units  Estimated Accuracy
 DW0415;SPC CA 6     -   669,960.    2,054,470.      MT  (+/- 180 meters Scaled)
 DW0415
 DW0415                          SUPERSEDED SURVEY CONTROL
 DW0415
 DW0415  NGVD 29 (??/??/92)  460.075  (m)         1509.43   (f) ADJ UNCH    1 1
 DW0415
 DW0415.Superseded values are not recommended for survey control.
 DW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0415.See file dsdata.txt to determine how the superseded data were derived.
 DW0415
 DW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT239294(NAD 83)
 DW0415_MARKER: DD = SURVEY DISK
 DW0415_SETTING: 66 = SET IN ROCK OUTCROP
 DW0415_SP_SET: BEDROCK
 DW0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0415+STABILITY: POSITION/ELEVATION WELL
 DW0415
 DW0415  HISTORY     - Date     Condition        Report By
 DW0415  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0415  HISTORY     - 1931     GOOD             MWDSC
 DW0415  HISTORY     - 1976     GOOD             NGS
 DW0415  HISTORY     - 1976     GOOD             NGS
 DW0415
 DW0415                          STATION DESCRIPTION
 DW0415
 DW0415'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0415'14.8 MI W FROM DESERT CENTER.
 DW0415'ABOUT 5 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT,
 DW0415'0.8 MILE NORTHWEST OF THE HIGHWAY, ON THE SOUTH SIDE OF A SMALL
 DW0415'ROCKY MOUND, ON THE EAST SIDE OF A WASH, ABOUT 1500 FEET EAST OF
 DW0415'THE LOS ANGELES WATER DEPARTMENT TRIANGULATION STATION RED BUTTE,
 DW0415'AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0415'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0415'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0415'ARM AND A RED FLAG.
 DW0415
 DW0415                          STATION RECOVERY (1976)
 DW0415
 DW0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0415'RECOVERED IN GOOD CONDITION.
 DW0415
 DW0415                          STATION RECOVERY (1976)
 DW0415
 DW0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0415'0.5 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE HAYFIELD PUMP STATION
 DW0415'THENCE 1.55 MILES SOUTHWEST ALONG A POWER LINE SERVICE ROAD, THENCE
 DW0415'0.25 MILE NORTH ALONG A DIRT ROAD, 0.05 MILE OF A PROMINENT BRIDGE
 DW0415'200 FT. NORTH OF A DIRT ROAD.
 DW0415'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1540 ***********************************************************************
 JS1540  DESIGNATION -  2 USBR
 JS1540  PID         -  JS1540
 JS1540  STATE/COUNTY-  CA/SACRAMENTO
 JS1540  USGS QUAD   -  ISLETON (1993)
 JS1540
 JS1540                         *CURRENT SURVEY CONTROL
 JS1540  ___________________________________________________________________
 JS1540* NAD 83(1986)-  38 14 47.     (N)    121 30 33.     (W)     SCALED    
 JS1540* NAVD 88     -         6.20   (+/-2cm)      20.3    (feet)  VERTCON   
 JS1540  ___________________________________________________________________
 JS1540  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JS1540  VERT ORDER  -  THIRD (See Below)
 JS1540
 JS1540.The horizontal coordinates were scaled from a topographic map and have
 JS1540.an estimated accuracy of +/- 6 seconds.
 JS1540
 JS1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1540.The vertical order pertains to the NGVD 29 superseded value.
 JS1540
 JS1540.The geoid height was determined by GEOID03.
 JS1540
 JS1540;                    North         East    Units  Estimated Accuracy
 JS1540;SPC CA 2     -   564,470.    2,042,970.      MT  (+/- 180 meters Scaled)
 JS1540
 JS1540                          SUPERSEDED SURVEY CONTROL
 JS1540
 JS1540  NGVD 29 (??/??/??)    5.47   (m)           17.9    (f) RESET       3  
 JS1540
 JS1540.Superseded values are not recommended for survey control.
 JS1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1540.See file dsdata.txt to determine how the superseded data were derived.
 JS1540
 JS1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH304342(NAD 83)
 JS1540_MARKER: DD = SURVEY DISK
 JS1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1540_SP_SET: PIER
 JS1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1540
 JS1540  HISTORY     - Date     Condition        Report By
 JS1540  HISTORY     - UNK      MONUMENTED       BOR
 JS1540  HISTORY     - 1951     GOOD             NGS
 JS1540  HISTORY     - 1967     GOOD             NGS
 JS1540
 JS1540                          STATION DESCRIPTION
 JS1540
 JS1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1540'0.5 MI N FROM WALNUT GROVE.
 JS1540'0.5 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1540'WALNUT GROVE, AT THE DELTA CROSS CHANNEL FLOOD GATE STRUCTURE,
 JS1540'ON TOP OF THE MIDDLE CONCRETE PIER, AND IN THE CENTER OF THE
 JS1540'PIER.
 JS1540
 JS1540                          STATION RECOVERY (1967)
 JS1540
 JS1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1021 ***********************************************************************
 JS1021  DESIGNATION -  2 USE
 JS1021  PID         -  JS1021
 JS1021  STATE/COUNTY-  CA/SACRAMENTO
 JS1021  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1021
 JS1021                         *CURRENT SURVEY CONTROL
 JS1021  ___________________________________________________________________
 JS1021* NAD 83(1986)-  38 31 11.     (N)    121 29 49.     (W)     SCALED    
 JS1021* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 JS1021  ___________________________________________________________________
 JS1021  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JS1021  VERT ORDER  -  THIRD (See Below)
 JS1021
 JS1021.This mark is at Sacramento Exec Airport (SAC)
 JS1021
 JS1021.The horizontal coordinates were scaled from a topographic map and have
 JS1021.an estimated accuracy of +/- 6 seconds.
 JS1021
 JS1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1021.The vertical order pertains to the NGVD 29 superseded value.
 JS1021
 JS1021.The geoid height was determined by GEOID03.
 JS1021
 JS1021;                    North         East    Units  Estimated Accuracy
 JS1021;SPC CA 2     -   594,820.    2,043,870.      MT  (+/- 180 meters Scaled)
 JS1021
 JS1021                          SUPERSEDED SURVEY CONTROL
 JS1021
 JS1021  NGVD 29 (??/??/??)    5.36   (m)           17.6    (f) RESET       3  
 JS1021
 JS1021.Superseded values are not recommended for survey control.
 JS1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1021.See file dsdata.txt to determine how the superseded data were derived.
 JS1021
 JS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH310645(NAD 83)
 JS1021_MARKER: DD = SURVEY DISK
 JS1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1021_SP_SET: CONCRETE PAVING
 JS1021_STAMPING: 2 17.59 8+25 0+00
 JS1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1021
 JS1021  HISTORY     - Date     Condition        Report By
 JS1021  HISTORY     - UNK      MONUMENTED       DOD
 JS1021  HISTORY     - 1945     GOOD             NGS
 JS1021
 JS1021                          STATION DESCRIPTION
 JS1021
 JS1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS1021'4.3 MI S FROM SACRAMENTO.
 JS1021'AT THE SACRAMENTO MUNICIPAL AIRPORT, AT THE JUNCTION OF THE
 JS1021'CENTER-LINES OF THE NORTHWEST-SOUTHEAST RUNWAY, NORTH-SOUTH
 JS1021'TAXIWAY AND THE EAST-WEST TAXIWAY, AT THE NORTHWEST END OF RUNWAY,
 JS1021'26.6 FEET SOUTHEAST OF THE CENTER ONE OF FIVE LIGHTS AT THE END
 JS1021'OF RUNWAY, SET IN THE TOP OF CONCRETE PAVING.  NOTE-- TO REACH
 JS1021'SACRAMENTO MUNICIPAL AIRPORT FROM THE JUNCTION OF CAPITOL AVENUE
 JS1021'AND 21ST STREET AT SACRAMENTO GO SOUTH 4.3 MILES ALONG 21ST STREET
 JS1021'AND FREEPORT ROAD TO THE MAIN GATE TO AIRPORT.  A CORPS OF
 JS1021'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 2 17.59 8+25 0+00.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1563 ***********************************************************************
 HS1563  DESIGNATION -  2 USE
 HS1563  PID         -  HS1563
 HS1563  STATE/COUNTY-  CA/MERCED
 HS1563  USGS QUAD   -  ATWATER (1987)
 HS1563
 HS1563                         *CURRENT SURVEY CONTROL
 HS1563  ___________________________________________________________________
 HS1563* NAD 83(1986)-  37 21 52.     (N)    120 34 01.     (W)     SCALED    
 HS1563* NAVD 88     -        53.02   (+/-2cm)     173.9    (feet)  VERTCON   
 HS1563  ___________________________________________________________________
 HS1563  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 HS1563  VERT ORDER  -  THIRD (See Below)
 HS1563
 HS1563.The horizontal coordinates were scaled from a topographic map and have
 HS1563.an estimated accuracy of +/- 6 seconds.
 HS1563
 HS1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1563.The vertical order pertains to the NGVD 29 superseded value.
 HS1563
 HS1563.The geoid height was determined by GEOID03.
 HS1563
 HS1563;                    North         East    Units  Estimated Accuracy
 HS1563;SPC CA 3     -   595,940.    1,994,070.      MT  (+/- 180 meters Scaled)
 HS1563
 HS1563                          SUPERSEDED SURVEY CONTROL
 HS1563
 HS1563  NGVD 29 (??/??/??)   52.27   (m)          171.5    (f) RESET       3  
 HS1563
 HS1563.Superseded values are not recommended for survey control.
 HS1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1563.See file dsdata.txt to determine how the superseded data were derived.
 HS1563
 HS1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG154380(NAD 83)
 HS1563_MARKER: P = PIPE CAP
 HS1563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1563_STAMPING: 2 171.81
 HS1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1563
 HS1563  HISTORY     - Date     Condition        Report By
 HS1563  HISTORY     - UNK      MONUMENTED       DOD
 HS1563  HISTORY     - 1958     GOOD             NGS
 HS1563  HISTORY     - 1960     GOOD             USGS
 HS1563
 HS1563                          STATION DESCRIPTION
 HS1563
 HS1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1563'AT CASTLE AIR FORCE BASE.
 HS1563'DESCRIPTION-- AT CASTLE AIR FORCE BASE, MERCED COUNTY, MIDWAY
 HS1563'BETWEEN THE JUNCTIONS OF SEVENTH AND EIGHT STREETS AND THE PARKING
 HS1563'APRON, 94.3 FEET NORTH OF THE NORTH LEG OF THE CONTROL TOWER, 71
 HS1563'FEET NORTHEAST OF THE CENTER OF THE NORTHEAST FACE OF BUILDING
 HS1563'T 34, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ASPHALT
 HS1563'PAVEMENT OF THE APRON, AND 0.1 FOOT LOWER THAN THE PAVEMENT.  A
 HS1563'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP, STAMPED 2 191.81
 HS1563'AND FASTENED ON THE TOP OF AN IRON PIPE SET IN A HOLE CUT THROUGH
 HS1563'THE PAVEMENT.  NOTE-- NOTED THAT THE CONTROL TOWER ABOVE HAS
 HS1563'BEEN REMOVED BUT FOUNDATION STILL REMAINS.  THE AREA IN THE
 HS1563'DESCRIBED VICINITY OF THIS MARK HAS BEEN RESURFACED WITH
 HS1563'ASPHALT.  THE AREA HAS BEEN CONVERTED TO PARKING SPACE FOR
 HS1563'BUILDING T 34 (ACADEMIC TRAINING).
 HS1563
 HS1563                          STATION RECOVERY (1960)
 HS1563
 HS1563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HS1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1658 ***********************************************************************
 JS1658  DESIGNATION -  2 USE
 JS1658  PID         -  JS1658
 JS1658  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1658  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1658
 JS1658                         *CURRENT SURVEY CONTROL
 JS1658  ___________________________________________________________________
 JS1658* NAD 83(1986)-  38 05 41.     (N)    121 34 03.     (W)     SCALED    
 JS1658* NAVD 88     -        -0.68   (+/-2cm)      -2.2    (feet)  VERTCON   
 JS1658  ___________________________________________________________________
 JS1658  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JS1658  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1658
 JS1658.The horizontal coordinates were scaled from a topographic map and have
 JS1658.an estimated accuracy of +/- 6 seconds.
 JS1658
 JS1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1658.The vertical order pertains to the NGVD 29 superseded value.
 JS1658
 JS1658.The geoid height was determined by GEOID03.
 JS1658
 JS1658;                    North         East    Units  Estimated Accuracy
 JS1658;SPC CA 3     -   677,520.    1,906,370.      MT  (+/- 180 meters Scaled)
 JS1658
 JS1658                          SUPERSEDED SURVEY CONTROL
 JS1658
 JS1658  NGVD 29 (??/??/92)   -1.399  (m)           -4.59   (f) ADJ UNCH    1 2
 JS1658
 JS1658.Superseded values are not recommended for survey control.
 JS1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1658.See file dsdata.txt to determine how the superseded data were derived.
 JS1658
 JS1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH256172(NAD 83)
 JS1658_MARKER: B = BOLT
 JS1658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1658_SP_SET: TOWER FOUNDATION
 JS1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1658
 JS1658  HISTORY     - Date     Condition        Report By
 JS1658  HISTORY     - UNK      MONUMENTED       DOD
 JS1658  HISTORY     - 1957     GOOD             NGS
 JS1658  HISTORY     - 1967     GOOD             NGS
 JS1658
 JS1658                          STATION DESCRIPTION
 JS1658
 JS1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1658'AT BOULDIN ISLAND.
 JS1658'ON THE SOUTHWEST SIDE OF BOULDIN ISLAND, ABOUT 0.2 MILE SOUTH
 JS1658'OF AND ACROSS THE MOKELUMNE RIVER FROM THE PIRATES LAIR FISHING
 JS1658'RESORT, AT THE CONFLUENCE OF THE MOKELUMNE AND SAN JOAQUIN
 JS1658'RIVERS, AT A POWER LINE STEEL TOWER, IN THE TOP OF THE SOUTHWEST
 JS1658'CORNER OF THE FOUNDATION, 144 FEET SOUTH OF THE CENTER LINE OF A
 JS1658'LEVEE ROAD, ABOUT 6 1/2 FEET LOWER THAN THE ROAD, AND IN THE
 JS1658'CENTER OF A CHISELED CROSS.
 JS1658
 JS1658                          STATION RECOVERY (1967)
 JS1658
 JS1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0808 ***********************************************************************
 MX0808  DESIGNATION -  2 USFS
 MX0808  PID         -  MX0808
 MX0808  STATE/COUNTY-  CA/DEL NORTE
 MX0808  USGS QUAD   -  HURDYGURDY BUTTE (1982)
 MX0808
 MX0808                         *CURRENT SURVEY CONTROL
 MX0808  ___________________________________________________________________
 MX0808* NAD 83(1986)-  41 51 52.     (N)    123 47 42.     (W)     SCALED    
 MX0808* NAVD 88     -       647.086  (meters)    2122.98   (feet)  POSTED    
 MX0808  ___________________________________________________________________
 MX0808  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 MX0808  DYNAMIC HT  -         646.800 (meters)    2122.04  (feet)  COMP
 MX0808  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 MX0808
 MX0808  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MX0808
 MX0808.The horizontal coordinates were scaled from a topographic map and have
 MX0808.an estimated accuracy of +/- 6 seconds.
 MX0808
 MX0808.The orthometric height was determined by differential leveling
 MX0808.and adjusted by the  in 1992.
 MX0808.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MX0808.was located on a no-check spur therefore a value was not computed.
 MX0808.No vertical observational check was made to the station.
 MX0808
 MX0808.The geoid height was determined by GEOID03.
 MX0808
 MX0808.The dynamic height is computed by dividing the NAVD 88
 MX0808.geopotential number by the normal gravity value computed on the
 MX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0808.degrees latitude (g = 980.6199 gals.).
 MX0808
 MX0808.The modeled gravity was interpolated from observed gravity values.
 MX0808
 MX0808;                    North         East    Units  Estimated Accuracy
 MX0808;SPC CA 1     -   782,590.    1,850,970.      MT  (+/- 180 meters Scaled)
 MX0808
 MX0808                          SUPERSEDED SURVEY CONTROL
 MX0808
 MX0808  NGVD 29 (??/??/??)  646.074  (m)         2119.66   (f) ADJUSTED    2 0
 MX0808
 MX0808.Superseded values are not recommended for survey control.
 MX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0808.See file dsdata.txt to determine how the superseded data were derived.
 MX0808
 MX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM340350(NAD 83)
 MX0808_MARKER: DD = SURVEY DISK
 MX0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0808_SP_SET: TREE
 MX0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0808
 MX0808  HISTORY     - Date     Condition        Report By
 MX0808  HISTORY     - UNK      MONUMENTED       USFS
 MX0808  HISTORY     - 1942     GOOD             NGS
 MX0808
 MX0808                          STATION DESCRIPTION
 MX0808
 MX0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MX0808'13 MI NE FROM GASQUET.
 MX0808'3.0 MILES SOUTH ALONG THE SISKIYOU FORK TRAIL FROM THE JUNCTION
 MX0808'OF U.S. HIGHWAY 199 ABOUT 10 MILES NORTHEAST OF GASQUET,
 MX0808'DEL NORTE COUNTY, 33 FEET SOUTH OF A 5-FOOT FIR TREE USED AS
 MX0808'FOREST SERVICE MILE-MARKER 3, AT A 3-FOOT FIR TREE, ON THE WEST
 MX0808'SIDE OF THE TREE, AND IN A BLAZE AT THE BASE OF THE TREE.  A
 MX0808'UNITED STATES FOREST SERVICE STANDARD LAG SCREW AND WASHER.
 MX0808'PREVIOUS DESIGNATION WAS B.M. (USFS)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0416 ***********************************************************************
 DW0416  DESIGNATION -  2 V MWDSC
 DW0416  PID         -  DW0416
 DW0416  STATE/COUNTY-  CA/RIVERSIDE
 DW0416  USGS QUAD   -  HAYFIELD (1987)
 DW0416
 DW0416                         *CURRENT SURVEY CONTROL
 DW0416  ___________________________________________________________________
 DW0416* NAD 83(1986)-  33 42 04.     (N)    115 38 45.     (W)     SCALED    
 DW0416* NAVD 88     -       440.26   (+/-2cm)    1444.4    (feet)  VERTCON   
 DW0416  ___________________________________________________________________
 DW0416  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DW0416  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0416
 DW0416.The horizontal coordinates were scaled from a topographic map and have
 DW0416.an estimated accuracy of +/- 6 seconds.
 DW0416
 DW0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0416.The vertical order pertains to the NGVD 29 superseded value.
 DW0416
 DW0416.The geoid height was determined by GEOID03.
 DW0416
 DW0416;                    North         East    Units  Estimated Accuracy
 DW0416;SPC CA 6     -   670,340.    2,056,010.      MT  (+/- 180 meters Scaled)
 DW0416
 DW0416                          SUPERSEDED SURVEY CONTROL
 DW0416
 DW0416  NGVD 29 (??/??/??)  439.551  (m)         1442.09   (f) ADJUSTED    1 2
 DW0416
 DW0416.Superseded values are not recommended for survey control.
 DW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0416.See file dsdata.txt to determine how the superseded data were derived.
 DW0416
 DW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT254298(NAD 83)
 DW0416_MARKER: DD = SURVEY DISK
 DW0416_SETTING: 66 = SET IN ROCK OUTCROP
 DW0416_SP_SET: BEDROCK
 DW0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0416+STABILITY: POSITION/ELEVATION WELL
 DW0416
 DW0416  HISTORY     - Date     Condition        Report By
 DW0416  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0416  HISTORY     - 1931     GOOD             MWDSC
 DW0416  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0416
 DW0416                          STATION DESCRIPTION
 DW0416
 DW0416'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0416'15 MI W FROM DESERT CENTER.
 DW0416'5.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT, ABOUT
 DW0416'2500 FEET NORTHWEST OF THE HIGHWAY, AT THE SOUTH BASE OF A
 DW0416'PROMINENT STEEP BLACK RIDGE, AND IN BEDROCK.  A METROPOLITAN
 DW0416'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH
 DW0416'A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY
 DW0416'6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0416
 DW0416                          STATION RECOVERY (1976)
 DW0416
 DW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0416'INACCESSIABLE TO IN 1976 LEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0417 ***********************************************************************
 DW0417  DESIGNATION -  2 W MWDSC
 DW0417  PID         -  DW0417
 DW0417  STATE/COUNTY-  CA/RIVERSIDE
 DW0417  USGS QUAD   -  HAYFIELD (1987)
 DW0417
 DW0417                         *CURRENT SURVEY CONTROL
 DW0417  ___________________________________________________________________
 DW0417* NAD 83(1986)-  33 42 22.     (N)    115 38 22.     (W)     SCALED    
 DW0417* NAVD 88     -       444.44   (+/-2cm)    1458.1    (feet)  VERTCON   
 DW0417  ___________________________________________________________________
 DW0417  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DW0417  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0417
 DW0417.The horizontal coordinates were scaled from a topographic map and have
 DW0417.an estimated accuracy of +/- 6 seconds.
 DW0417
 DW0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0417.The vertical order pertains to the NGVD 29 superseded value.
 DW0417
 DW0417.The geoid height was determined by GEOID03.
 DW0417
 DW0417;                    North         East    Units  Estimated Accuracy
 DW0417;SPC CA 6     -   670,900.    2,056,600.      MT  (+/- 180 meters Scaled)
 DW0417
 DW0417                          SUPERSEDED SURVEY CONTROL
 DW0417
 DW0417  NGVD 29 (??/??/??)  443.725  (m)         1455.79   (f) ADJUSTED    1 2
 DW0417
 DW0417.Superseded values are not recommended for survey control.
 DW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0417.See file dsdata.txt to determine how the superseded data were derived.
 DW0417
 DW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT260304(NAD 83)
 DW0417_MARKER: DD = SURVEY DISK
 DW0417_SETTING: 66 = SET IN ROCK OUTCROP
 DW0417_SP_SET: BEDROCK
 DW0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0417+STABILITY: POSITION/ELEVATION WELL
 DW0417
 DW0417  HISTORY     - Date     Condition        Report By
 DW0417  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0417  HISTORY     - 1931     GOOD             MWDSC
 DW0417  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0417
 DW0417                          STATION DESCRIPTION
 DW0417
 DW0417'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0417'13.5 MI W FROM DESERT CENTER.
 DW0417'5.5 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT, ABOUT
 DW0417'2500 FEET NORTHWEST OF THE HIGHWAY, AT THE SOUTH BASE OF A RIDGE,
 DW0417'AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0417'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0417'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0417'ARM AND A RED FLAG.
 DW0417
 DW0417                          STATION RECOVERY (1976)
 DW0417
 DW0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0417'INACCESSIABLE TO IN 1976 LEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0110 ***********************************************************************
 FT0110  DESIGNATION -  2 WR
 FT0110  PID         -  FT0110
 FT0110  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0110  USGS QUAD   -  NELSON LAKE (1996)
 FT0110
 FT0110                         *CURRENT SURVEY CONTROL
 FT0110  ___________________________________________________________________
 FT0110* NAD 83(1986)-  35 24 42.     (N)    116 52 25.     (W)     SCALED    
 FT0110* NAVD 88     -      1007.573  (meters)    3305.68   (feet)  ADJUSTED  
 FT0110  ___________________________________________________________________
 FT0110  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FT0110  DYNAMIC HT  -        1006.402 (meters)    3301.84  (feet)  COMP
 FT0110  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 FT0110  OBS GRAVITY -     979,434.0   (mgal)                       GRAV_OBS
 FT0110
 FT0110  VERT ORDER  -  FIRST     CLASS I
 FT0110
 FT0110.The horizontal coordinates were scaled from a topographic map and have
 FT0110.an estimated accuracy of +/- 6 seconds.
 FT0110
 FT0110.The orthometric height was determined by differential leveling
 FT0110.and adjusted in June 1991.
 FT0110
 FT0110.The geoid height was determined by GEOID03.
 FT0110
 FT0110.The dynamic height is computed by dividing the NAVD 88
 FT0110.geopotential number by the normal gravity value computed on the
 FT0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0110.degrees latitude (g = 980.6199 gals.).
 FT0110
 FT0110.The modeled gravity was interpolated from observed gravity values.
 FT0110.The observed gravity was obtained from relative gravimeter ties
 FT0110.to the IGSN71 gravity network.
 FT0110
 FT0110;                    North         East    Units  Estimated Accuracy
 FT0110;SPC CA 5     -   712,630.    2,102,310.      MT  (+/- 180 meters Scaled)
 FT0110
 FT0110                          SUPERSEDED SURVEY CONTROL
 FT0110
 FT0110  NGVD 29 (??/??/92) 1006.760  (m)         3303.01   (f) ADJ UNCH    1 1
 FT0110
 FT0110.Superseded values are not recommended for survey control.
 FT0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0110.See file dsdata.txt to determine how the superseded data were derived.
 FT0110
 FT0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV114187(NAD 83)
 FT0110_MARKER: DD = SURVEY DISK
 FT0110_SETTING: 80 = SET IN A BOULDER
 FT0110_SP_SET: BOULDER
 FT0110_STAMPING: 2 WR 1947
 FT0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0110+STABILITY: SURFACE MOTION
 FT0110
 FT0110  HISTORY     - Date     Condition        Report By
 FT0110  HISTORY     - 1947     MONUMENTED       USGS
 FT0110  HISTORY     - 1963     GOOD             NGS
 FT0110  HISTORY     - 1977     GOOD             NGS
 FT0110
 FT0110                          STATION DESCRIPTION
 FT0110
 FT0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0110'22 MI NW FROM CAMP IRWIN.
 FT0110'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0110'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0110'PICKERING ROAD, THENCE 13.05 MILES NORTHWEST AND NORTHEAST
 FT0110'ALONG RECHTIN ROAD, 126 FEET EAST OF THE CENTER LINE OF THE
 FT0110'ROAD, 142 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 FT0110'EAST, IN THE TOP OF A 3 BY 5 FOOT BOULDER PROJECTING 1 1/2
 FT0110'FEET ABOVE THE GROUND, 11.0 FEET EAST OF A WITNESS POST, 9 FEET
 FT0110'NORTHWEST OF A ROCK CARIN, AND ABOUT 8 FEET HIGHER THAN THE
 FT0110'ROAD.
 FT0110
 FT0110                          STATION RECOVERY (1977)
 FT0110
 FT0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0110'CORRECTION- PICKERING ROAD IS NOW NASA ROAD, RECHTIN ROAD IS NOW
 FT0110'GOLDSTONE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0418 ***********************************************************************
 DW0418  DESIGNATION -  2 X MWDSC
 DW0418  PID         -  DW0418
 DW0418  STATE/COUNTY-  CA/RIVERSIDE
 DW0418  USGS QUAD   -  HAYFIELD (1987)
 DW0418
 DW0418                         *CURRENT SURVEY CONTROL
 DW0418  ___________________________________________________________________
 DW0418* NAD 83(1986)-  33 42 18.     (N)    115 38 03.     (W)     SCALED    
 DW0418* NAVD 88     -       428.482  (meters)    1405.78   (feet)  ADJUSTED  
 DW0418  ___________________________________________________________________
 DW0418  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DW0418  DYNAMIC HT  -         427.985 (meters)    1404.15  (feet)  COMP
 DW0418  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 DW0418  OBS GRAVITY -     979,463.8   (mgal)                       GRAV_OBS
 DW0418
 DW0418  VERT ORDER  -  FIRST     CLASS I
 DW0418
 DW0418.The horizontal coordinates were scaled from a topographic map and have
 DW0418.an estimated accuracy of +/- 6 seconds.
 DW0418
 DW0418.The orthometric height was determined by differential leveling
 DW0418.and adjusted in June 1991.
 DW0418
 DW0418.The geoid height was determined by GEOID03.
 DW0418
 DW0418.The dynamic height is computed by dividing the NAVD 88
 DW0418.geopotential number by the normal gravity value computed on the
 DW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0418.degrees latitude (g = 980.6199 gals.).
 DW0418
 DW0418.The modeled gravity was interpolated from observed gravity values.
 DW0418.The observed gravity was obtained from relative gravimeter ties
 DW0418.to the IGSN71 gravity network.
 DW0418
 DW0418;                    North         East    Units  Estimated Accuracy
 DW0418;SPC CA 6     -   670,780.    2,057,090.      MT  (+/- 180 meters Scaled)
 DW0418
 DW0418                          SUPERSEDED SURVEY CONTROL
 DW0418
 DW0418  NGVD 29 (??/??/92)  427.771  (m)         1403.45   (f) ADJ UNCH    1 1
 DW0418
 DW0418.Superseded values are not recommended for survey control.
 DW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0418.See file dsdata.txt to determine how the superseded data were derived.
 DW0418
 DW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT265302(NAD 83)
 DW0418_MARKER: DD = SURVEY DISK
 DW0418_SETTING: 66 = SET IN ROCK OUTCROP
 DW0418_SP_SET: BEDROCK
 DW0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0418+STABILITY: POSITION/ELEVATION WELL
 DW0418
 DW0418  HISTORY     - Date     Condition        Report By
 DW0418  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0418  HISTORY     - 1931     GOOD             MWDSC
 DW0418  HISTORY     - 1976     GOOD             NGS
 DW0418  HISTORY     - 1978     GOOD             NGS
 DW0418
 DW0418                          STATION DESCRIPTION
 DW0418
 DW0418'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0418'13 MI W FROM DESERT CENTER.
 DW0418'5.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT, ABOUT
 DW0418'1200 FEET NORTHWEST OF A SHARP TURN, AT THE SOUTHWEST BASE OF A
 DW0418'SHARP STEEP RIDGE, AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT
 DW0418'OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 DW0418'NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE
 DW0418'WITH A CROSS ARM AND A RED FLAG.
 DW0418
 DW0418                          STATION RECOVERY (1976)
 DW0418
 DW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0418'0.35 MI WEST ALONG THE HAYFIELD PUMPING STATION ROAD FROM THE HAYFIELD
 DW0418'PUMPING STATION AT HAYFIELD, IN THE SOUTHWEST CORNER OF A ROCK RIDGE
 DW0418'THA RUNS SOUTH OF THE MAIN RIDGE OF MOUNTAINS, AT THE EAST END OF THE
 DW0418'HAYFIELD HOUSING DEVELOPMENT, 76.0 FT. NORTH NORTHEAST OF A POWERPOLE
 DW0418'WITH STREET LIGHT AND NO NUMBER, 118 FT. NORTHWEST OF THE CENTERLINE
 DW0418'OF THE PUMPING STATION PLANT ROAD 100 FT. SOUTHEAST OF A DIRT ROAD AT
 DW0418'EAST EDGE OF HOUSING DEVELOPMENT.
 DW0418
 DW0418                          STATION RECOVERY (1978)
 DW0418
 DW0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0419 ***********************************************************************
 DW0419  DESIGNATION -  2 Y MWDSC
 DW0419  PID         -  DW0419
 DW0419  STATE/COUNTY-  CA/RIVERSIDE
 DW0419  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0419
 DW0419                         *CURRENT SURVEY CONTROL
 DW0419  ___________________________________________________________________
 DW0419* NAD 83(1986)-  33 42 23.     (N)    115 37 28.     (W)     SCALED    
 DW0419* NAVD 88     -       413.54   (+/-2cm)    1356.8    (feet)  VERTCON   
 DW0419  ___________________________________________________________________
 DW0419  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DW0419  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0419
 DW0419.The horizontal coordinates were scaled from a topographic map and have
 DW0419.an estimated accuracy of +/- 6 seconds.
 DW0419
 DW0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0419.The vertical order pertains to the NGVD 29 superseded value.
 DW0419
 DW0419.The geoid height was determined by GEOID03.
 DW0419
 DW0419;                    North         East    Units  Estimated Accuracy
 DW0419;SPC CA 6     -   670,940.    2,057,990.      MT  (+/- 180 meters Scaled)
 DW0419
 DW0419                          SUPERSEDED SURVEY CONTROL
 DW0419
 DW0419  NGVD 29 (??/??/??)  412.830  (m)         1354.43   (f) ADJUSTED    1 2
 DW0419
 DW0419.Superseded values are not recommended for survey control.
 DW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0419.See file dsdata.txt to determine how the superseded data were derived.
 DW0419
 DW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT274304(NAD 83)
 DW0419_MARKER: DD = SURVEY DISK
 DW0419_SETTING: 66 = SET IN ROCK OUTCROP
 DW0419_SP_SET: BEDROCK
 DW0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0419+STABILITY: POSITION/ELEVATION WELL
 DW0419
 DW0419  HISTORY     - Date     Condition        Report By
 DW0419  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0419  HISTORY     - 1931     GOOD             MWDSC
 DW0419  HISTORY     - 1959     MARK NOT FOUND   USGS
 DW0419  HISTORY     - 1976     SEE DESCRIPTION  NGS
 DW0419  HISTORY     - 1985     MARK NOT FOUND   USGS
 DW0419
 DW0419                          STATION DESCRIPTION
 DW0419
 DW0419'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0419'12.8 MI W FROM DESERT CENTER.
 DW0419'ABOUT 6 MILES EAST ALONG U.S. HIGHWAY 60 FROM SHAVERS SUMMIT,
 DW0419'ABOUT 1500 FEET NORTHWEST OF A SHARP TURN, AT THE BASE OF A
 DW0419'BLACK RIDGE, AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF
 DW0419'SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE
 DW0419'TEE REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0419'ARM AND A RED FLAG.
 DW0419
 DW0419                          STATION RECOVERY (1959)
 DW0419
 DW0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DW0419'MARK NOT FOUND.
 DW0419
 DW0419                          STATION RECOVERY (1976)
 DW0419
 DW0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0419'INACCESSIABLE TO IN 1976 LEVELING.
 DW0419
 DW0419                          STATION RECOVERY (1985)
 DW0419
 DW0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DW0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0420 ***********************************************************************
 DW0420  DESIGNATION -  2 Z MWDSC
 DW0420  PID         -  DW0420
 DW0420  STATE/COUNTY-  CA/RIVERSIDE
 DW0420  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0420
 DW0420                         *CURRENT SURVEY CONTROL
 DW0420  ___________________________________________________________________
 DW0420* NAD 83(1986)-  33 41 22.     (N)    115 35 59.     (W)     SCALED    
 DW0420* NAVD 88     -       416.425  (meters)    1366.22   (feet)  ADJUSTED  
 DW0420  ___________________________________________________________________
 DW0420  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW0420  DYNAMIC HT  -         415.939 (meters)    1364.63  (feet)  COMP
 DW0420  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 DW0420  OBS GRAVITY -     979,455.4   (mgal)                       GRAV_OBS
 DW0420
 DW0420  VERT ORDER  -  FIRST     CLASS I
 DW0420
 DW0420.The horizontal coordinates were scaled from a topographic map and have
 DW0420.an estimated accuracy of +/- 6 seconds.
 DW0420
 DW0420.The orthometric height was determined by differential leveling
 DW0420.and adjusted in June 1991.
 DW0420
 DW0420.The geoid height was determined by GEOID03.
 DW0420
 DW0420.The dynamic height is computed by dividing the NAVD 88
 DW0420.geopotential number by the normal gravity value computed on the
 DW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0420.degrees latitude (g = 980.6199 gals.).
 DW0420
 DW0420.The modeled gravity was interpolated from observed gravity values.
 DW0420.The observed gravity was obtained from relative gravimeter ties
 DW0420.to the IGSN71 gravity network.
 DW0420
 DW0420;                    North         East    Units  Estimated Accuracy
 DW0420;SPC CA 6     -   669,070.    2,060,290.      MT  (+/- 180 meters Scaled)
 DW0420
 DW0420                          SUPERSEDED SURVEY CONTROL
 DW0420
 DW0420  NGVD 29 (??/??/92)  415.712  (m)         1363.88   (f) ADJ UNCH    1 1
 DW0420
 DW0420.Superseded values are not recommended for survey control.
 DW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0420.See file dsdata.txt to determine how the superseded data were derived.
 DW0420
 DW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT297286(NAD 83)
 DW0420_MARKER: DD = SURVEY DISK
 DW0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0420+STABILITY: SURFACE MOTION
 DW0420
 DW0420  HISTORY     - Date     Condition        Report By
 DW0420  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0420  HISTORY     - 1931     GOOD             MWDSC
 DW0420  HISTORY     - 1976     GOOD             NGS
 DW0420  HISTORY     - 1978     GOOD             NGS
 DW0420
 DW0420                          STATION DESCRIPTION
 DW0420
 DW0420'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0420'11.2 MI W FROM DESERT CENTER.
 DW0420'1.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0420'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 800 FEET SOUTH OF THE
 DW0420'HIGHWAY, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 DW0420'OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP OF A
 DW0420'CONCRETE POST.  NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS
 DW0420'A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND
 DW0420'FLAG PLACED AT ONE CORNER.
 DW0420
 DW0420                          STATION RECOVERY (1976)
 DW0420
 DW0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0420'2.1 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION
 DW0420'AT HAYFIELD, 0.1 MILE SOUTH OF THE AQUEDUCT, 0.05 MILES SOUTH OF A
 DW0420'FENCE, THE MARK IS SURROUNDED BY A 2 INCH BY 2 INCH SLAT WOOD FENCE
 DW0420'MARK WAS PREVIOUSLY LISTED AS A MWDSC DISK THE DISK IS A BUREAU OF
 DW0420'WATER WORKS CITY OF LOS ANGELES DISK.
 DW0420
 DW0420                          STATION RECOVERY (1978)
 DW0420
 DW0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0721 ***********************************************************************
 HR0721  DESIGNATION -  2+2550
 HR0721  PID         -  HR0721
 HR0721  STATE/COUNTY-  CA/MARIPOSA
 HR0721  USGS QUAD   -  EL CAPITAN (1992)
 HR0721
 HR0721                         *CURRENT SURVEY CONTROL
 HR0721  ___________________________________________________________________
 HR0721* NAD 83(1986)-  37 43 04.     (N)    119 39 07.     (W)     SCALED    
 HR0721* NAVD 88     -      1195.18   (+/-2cm)    3921.2    (feet)  VERTCON   
 HR0721  ___________________________________________________________________
 HR0721  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HR0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0721
 HR0721.The horizontal coordinates were scaled from a topographic map and have
 HR0721.an estimated accuracy of +/- 6 seconds.
 HR0721
 HR0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0721.The vertical order pertains to the NGVD 29 superseded value.
 HR0721
 HR0721.The geoid height was determined by GEOID03.
 HR0721
 HR0721;                    North         East    Units  Estimated Accuracy
 HR0721;SPC CA 3     -   635,490.    2,074,770.      MT  (+/- 180 meters Scaled)
 HR0721
 HR0721                          SUPERSEDED SURVEY CONTROL
 HR0721
 HR0721  NGVD 29 (??/??/92) 1193.997  (m)         3917.31   (f) ADJ UNCH    2 0
 HR0721
 HR0721.Superseded values are not recommended for survey control.
 HR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0721.See file dsdata.txt to determine how the superseded data were derived.
 HR0721
 HR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB662778(NAD 83)
 HR0721_MARKER: DD = SURVEY DISK
 HR0721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0721_STAMPING: 3916.69 2+2550 1932
 HR0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0721
 HR0721  HISTORY     - Date     Condition        Report By
 HR0721  HISTORY     - 1932     MONUMENTED       BPR
 HR0721  HISTORY     - 1943     GOOD             NGS
 HR0721  HISTORY     - 20080627 MARK NOT FOUND   INDIV
 HR0721
 HR0721                          STATION DESCRIPTION
 HR0721
 HR0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0721'4 MI SW FROM OLD VILLAGE.
 HR0721'4.0 MILES SOUTHWEST ALONG A ROAD FROM THE GENERAL STORE AT OLD
 HR0721'VILLAGE, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 47 FEET
 HR0721'NORTHWEST OF THE CENTERLINE OF THE ROAD, 16 FEET SOUTHWEST OF A
 HR0721'CONCRETE CULVERT, AND 4 FEET LOWER THAN THE ROAD.  A UNITED
 HR0721'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3916.69
 HR0721'2+2550 1932 AND FASTENED ON THE TOP OF A 2-INCH GALVANIZED-IRON
 HR0721'PIPE.
 HR0721
 HR0721                          STATION RECOVERY (2008)
 HR0721
 HR0721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 HR0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0068 ***********************************************************************
 HS0068  DESIGNATION -  2.05 USBR
 HS0068  PID         -  HS0068
 HS0068  STATE/COUNTY-  CA/STANISLAUS
 HS0068  USGS QUAD   -  WESTLEY (1991)
 HS0068
 HS0068                         *CURRENT SURVEY CONTROL
 HS0068  ___________________________________________________________________
 HS0068* NAD 83(1986)-  37 32 21.     (N)    121 11 16.     (W)     SCALED    
 HS0068* NAVD 88     -        27.82   (+/-2cm)      91.3    (feet)  VERTCON   
 HS0068  ___________________________________________________________________
 HS0068  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HS0068  VERT ORDER  -  THIRD (See Below)
 HS0068
 HS0068.The horizontal coordinates were scaled from a topographic map and have
 HS0068.an estimated accuracy of +/- 6 seconds.
 HS0068
 HS0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0068.The vertical order pertains to the NGVD 29 superseded value.
 HS0068
 HS0068.The geoid height was determined by GEOID03.
 HS0068
 HS0068;                    North         East    Units  Estimated Accuracy
 HS0068;SPC CA 3     -   615,550.    1,939,220.      MT  (+/- 180 meters Scaled)
 HS0068
 HS0068                          SUPERSEDED SURVEY CONTROL
 HS0068
 HS0068  NGVD 29 (??/??/??)   27.08   (m)           88.8    (f) RESET       3  
 HS0068
 HS0068.Superseded values are not recommended for survey control.
 HS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0068.See file dsdata.txt to determine how the superseded data were derived.
 HS0068
 HS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG601562(NAD 83)
 HS0068_MARKER: DD = SURVEY DISK
 HS0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0068_SP_SET: BRIDGE
 HS0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0068
 HS0068  HISTORY     - Date     Condition        Report By
 HS0068  HISTORY     - UNK      MONUMENTED       BOR
 HS0068  HISTORY     - 1958     GOOD             NGS
 HS0068  HISTORY     - 1965     GOOD             NGS
 HS0068
 HS0068                          STATION DESCRIPTION
 HS0068
 HS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS0068'1 MI SE FROM WESTLEY.
 HS0068'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0068'FROM THE STATION AT WESTLEY, IN R7E T4S S34, 32 YARDS SOUTHWEST
 HS0068'OF THE SOUTHWEST RAIL, AT CONCRETE BRIDGE BR. 38-68 OVER WESTLEY
 HS0068'WASTEWAY OF DELTA-MENDOTA CANAL, IN THE TOP OF THE NORTHEAST END
 HS0068'OF THE SOUTH CONCRETE WING WALL, 27 FEET SOUTHWEST OF THE CENTER
 HS0068'LINE OF STATE HIGHWAY 33, 1.1 FEET SOUTHWEST OF THE SOUTHWEST
 HS0068'WOODEN GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 HS0068
 HS0068                          STATION RECOVERY (1965)
 HS0068
 HS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0069 ***********************************************************************
 HS0069  DESIGNATION -  2.30 USBR
 HS0069  PID         -  HS0069
 HS0069  STATE/COUNTY-  CA/STANISLAUS
 HS0069  USGS QUAD   -  WESTLEY (1991)
 HS0069
 HS0069                         *CURRENT SURVEY CONTROL
 HS0069  ___________________________________________________________________
 HS0069* NAD 83(1986)-  37 32 31.     (N)    121 11 05.     (W)     SCALED    
 HS0069* NAVD 88     -        26.43   (+/-2cm)      86.7    (feet)  VERTCON   
 HS0069  ___________________________________________________________________
 HS0069  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HS0069  VERT ORDER  -  THIRD (See Below)
 HS0069
 HS0069.The horizontal coordinates were scaled from a topographic map and have
 HS0069.an estimated accuracy of +/- 6 seconds.
 HS0069
 HS0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0069.The vertical order pertains to the NGVD 29 superseded value.
 HS0069
 HS0069.The geoid height was determined by GEOID03.
 HS0069
 HS0069;                    North         East    Units  Estimated Accuracy
 HS0069;SPC CA 3     -   615,860.    1,939,490.      MT  (+/- 180 meters Scaled)
 HS0069
 HS0069                          SUPERSEDED SURVEY CONTROL
 HS0069
 HS0069  NGVD 29 (??/??/??)   25.69   (m)           84.3    (f) RESET       3  
 HS0069
 HS0069.Superseded values are not recommended for survey control.
 HS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0069.See file dsdata.txt to determine how the superseded data were derived.
 HS0069
 HS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG603565(NAD 83)
 HS0069_MARKER: DD = SURVEY DISK
 HS0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0069_SP_SET: SIPHON
 HS0069_STAMPING: 2.30
 HS0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0069
 HS0069  HISTORY     - Date     Condition        Report By
 HS0069  HISTORY     - UNK      MONUMENTED       BOR
 HS0069  HISTORY     - 1958     GOOD             NGS
 HS0069  HISTORY     - 1965     GOOD             NGS
 HS0069
 HS0069                          STATION DESCRIPTION
 HS0069
 HS0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS0069'1.3 MI SE FROM WESTLEY.
 HS0069'ABOUT 1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY
 HS0069'RAILROAD FROM THE STATION AT WESTLEY, THENCE 0.3 MILE NORTHEAST
 HS0069'ALONG SOUTHEAST LEVEE ROAD OF WESTLEY WASTEWAY, AT SIPHON 2.30
 HS0069'FOR A SMALL CONCRETE LINED IRRIGATION CANAL, MIDWAY BETWEEN
 HS0069'TWO WOODEN BRIDGE THAT CROSS THE WASTEWAY, IN THE CENTER OF THE
 HS0069'TOP OF THE SOUTHEAST HEAD WALL OF THE SIPHON, 78 FEET NORTHWEST
 HS0069'OF THE CENTER LINE OF FRANK COX ROAD, 31.5 FEET SOUTH OF THE
 HS0069'SOUTH CORNER OF A WOODEN BRIDGE, 24 FEET EAST OF THE EAST CORNER
 HS0069'OF A WOODEN BRIDGE 2.298.
 HS0069
 HS0069                          STATION RECOVERY (1965)
 HS0069
 HS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3753 ***********************************************************************
 HS3753  DESIGNATION -  2.67 EBMUD
 HS3753  PID         -  HS3753
 HS3753  STATE/COUNTY-  CA/CONTRA COSTA
 HS3753  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3753
 HS3753                         *CURRENT SURVEY CONTROL
 HS3753  ___________________________________________________________________
 HS3753* NAD 83(1986)-  37 56 21.     (N)    121 34 38.     (W)     SCALED    
 HS3753* NAVD 88     -         1.52   (+/-2cm)       5.0    (feet)  VERTCON   
 HS3753  ___________________________________________________________________
 HS3753  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HS3753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3753
 HS3753.The horizontal coordinates were scaled from a topographic map and have
 HS3753.an estimated accuracy of +/- 6 seconds.
 HS3753
 HS3753.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3753.The vertical order pertains to the NGVD 29 superseded value.
 HS3753
 HS3753.The geoid height was determined by GEOID03.
 HS3753
 HS3753;                    North         East    Units  Estimated Accuracy
 HS3753;SPC CA 3     -   660,270.    1,905,320.      MT  (+/- 180 meters Scaled)
 HS3753
 HS3753                          SUPERSEDED SURVEY CONTROL
 HS3753
 HS3753  NGVD 29 (??/??/92)    0.815  (m)            2.67   (f) ADJ UNCH    2 0
 HS3753
 HS3753.Superseded values are not recommended for survey control.
 HS3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3753.See file dsdata.txt to determine how the superseded data were derived.
 HS3753
 HS3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH250000(NAD 83)
 HS3753_MARKER: DD = SURVEY DISK
 HS3753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3753_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3753_STAMPING: STA P 2579 75.31 F 2579 75.18 ELEV 2.67
 HS3753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3753
 HS3753  HISTORY     - Date     Condition        Report By
 HS3753  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3753  HISTORY     - 1951     GOOD             NGS
 HS3753  HISTORY     - 1966     GOOD             NGS
 HS3753
 HS3753                          STATION DESCRIPTION
 HS3753
 HS3753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3753'0.8 MI W FROM ORWOOD.
 HS3753'0.8 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 HS3753'FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER AT ORWOOD,
 HS3753'ABOUT 60 YARDS SOUTH OF AND ACROSS A SLOUGH FROM ELECTRIC SIGNAL
 HS3753'NO. 11371, AT THE CROSSING OF EAST CONCRETE HEADWALL OF THE NORTH
 HS3753'PIPE, 34.4 FEET EAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST
 HS3753'CORNER OF A CONCRETE BOX MANHOLE NO. 143, 37.4 FEET EAST OF AND
 HS3753'ACROSS THE ROAD FROM BM 6.40 (EBMUD), 15 1/2 FEET SOUTHEAST OF THE
 HS3753'CENTER LINE OF THE ROAD, AND SET ABOUT LEVEL WITH THE ROAD.
 HS3753
 HS3753                          STATION RECOVERY (1966)
 HS3753
 HS3753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1036 ***********************************************************************
 DC1036  DESIGNATION -  2.997 C OF SD
 DC1036  PID         -  DC1036
 DC1036  STATE/COUNTY-  CA/SAN DIEGO
 DC1036  USGS QUAD   -  LA JOLLA (1975)
 DC1036
 DC1036                         *CURRENT SURVEY CONTROL
 DC1036  ___________________________________________________________________
 DC1036* NAD 83(1986)-  32 45 16.     (N)    117 13 11.     (W)     SCALED    
 DC1036* NAVD 88     -         4.46   (+/-2cm)      14.6    (feet)  VERTCON   
 DC1036  ___________________________________________________________________
 DC1036  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DC1036  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1036
 DC1036.The horizontal coordinates were scaled from a topographic map and have
 DC1036.an estimated accuracy of +/- 6 seconds.
 DC1036
 DC1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1036.The vertical order pertains to the NGVD 29 superseded value.
 DC1036
 DC1036.The geoid height was determined by GEOID03.
 DC1036
 DC1036;                    North         East    Units  Estimated Accuracy
 DC1036;SPC CA 6     -   565,610.    1,909,130.      MT  (+/- 180 meters Scaled)
 DC1036
 DC1036                          SUPERSEDED SURVEY CONTROL
 DC1036
 DC1036  NGVD 29 (??/??/??)    3.825  (m)           12.55   (f) ADJUSTED    1 2
 DC1036
 DC1036.Superseded values are not recommended for survey control.
 DC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1036.See file dsdata.txt to determine how the superseded data were derived.
 DC1036
 DC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS794240(NAD 83)
 DC1036_MARKER: Z = SEE DESCRIPTION
 DC1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1036_SP_SET: CONCRETE CURB
 DC1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1036
 DC1036  HISTORY     - Date     Condition        Report By
 DC1036  HISTORY     - UNK      MONUMENTED       CA3260
 DC1036  HISTORY     - 1955     GOOD             NGS
 DC1036  HISTORY     - 20041204 MARK NOT FOUND   USPSQD
 DC1036
 DC1036                          STATION DESCRIPTION
 DC1036
 DC1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1036'AT SAN DIEGO.
 DC1036'AT SAN DIEGO, AT THE INTERSECTION OF MISSION BAY CAUSEWAY (MIDWAY
 DC1036'DRIVE) AND WEST POINT LOMA BOULEVARD, IN THE TOP OF THE CONCRETE
 DC1036'CURB AT THE NORTH END OF A TRIANGULAR SHAPED TRAFFIC ISLAND
 DC1036'SURROUNDING A SIGNAL LIGHT, POWER LINE POLE AND STREET LIGHT,
 DC1036'19 1/2 FEET NORTHWEST OF POWER LINE POLE 3920, 4.0 FEET WEST OF
 DC1036'THE WEST SIDE OF THE CONCRETE BASE FOR THE STREET LIGHT, 1.7 FEET
 DC1036'SOUTHWEST OF THE SOUTHWEST SIDE OF A CURB CAUTION LIGHT, AND ABOUT
 DC1036'1 FOOT HIGHER THAN THE BOULEVARD.
 DC1036
 DC1036                          STATION RECOVERY (2004)
 DC1036
 DC1036'RECOVERY NOTE BY US POWER SQUADRON 2004 (KL)
 DC1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0888 ***********************************************************************
 HR0888  DESIGNATION -  20
 HR0888  PID         -  HR0888
 HR0888  STATE/COUNTY-  CA/TUOLUMNE
 HR0888  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0888
 HR0888                         *CURRENT SURVEY CONTROL
 HR0888  ___________________________________________________________________
 HR0888* NAD 83(1986)-  37 52 01.     (N)    119 57 24.     (W)     SCALED    
 HR0888* NAVD 88     -      1207.42   (+/-2cm)    3961.3    (feet)  VERTCON   
 HR0888  ___________________________________________________________________
 HR0888  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HR0888  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0888
 HR0888.The horizontal coordinates were scaled from a topographic map and have
 HR0888.an estimated accuracy of +/- 6 seconds.
 HR0888
 HR0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0888.The vertical order pertains to the NGVD 29 superseded value.
 HR0888
 HR0888.The geoid height was determined by GEOID03.
 HR0888
 HR0888;                    North         East    Units  Estimated Accuracy
 HR0888;SPC CA 3     -   651,840.    2,047,810.      MT  (+/- 180 meters Scaled)
 HR0888
 HR0888                          SUPERSEDED SURVEY CONTROL
 HR0888
 HR0888  NGVD 29 (??/??/92) 1206.582  (m)         3958.59   (f) ADJ UNCH    1 2
 HR0888
 HR0888.Superseded values are not recommended for survey control.
 HR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0888.See file dsdata.txt to determine how the superseded data were derived.
 HR0888
 HR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB399951(NAD 83)
 HR0888_MARKER: DD = SURVEY DISK
 HR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0888_STAMPING: 20
 HR0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0888+STABILITY: SURFACE MOTION
 HR0888
 HR0888  HISTORY     - Date     Condition        Report By
 HR0888  HISTORY     - UNK      MONUMENTED       HHWS
 HR0888  HISTORY     - 1956     GOOD             NGS
 HR0888  HISTORY     - 19861024 GOOD             USPSQD
 HR0888
 HR0888                          STATION DESCRIPTION
 HR0888
 HR0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0888'6.9 MI W FROM MATHER.
 HR0888'6.9 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0888'MATHER, ON THE OUTSIDE OF A CURVE, AT A FILL, BETWEEN TWO ROAD
 HR0888'CUTS, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET
 HR0888'WEST OF THE APPROXIMATE CENTER OF A WASH, 1.0 FEET NORTHEAST
 HR0888'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET
 HR0888'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 HR0888'GROUND.
 HR0888
 HR0888                          STATION RECOVERY (1986)
 HR0888
 HR0888'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0193 ***********************************************************************
 HR0193  DESIGNATION -  20
 HR0193  PID         -  HR0193
 HR0193  STATE/COUNTY-  CA/INYO
 HR0193  USGS QUAD   -  BIG PINE (1994)
 HR0193
 HR0193                         *CURRENT SURVEY CONTROL
 HR0193  ___________________________________________________________________
 HR0193* NAD 83(1986)-  37 12 57.     (N)    118 16 33.     (W)     SCALED    
 HR0193* NAVD 88     -      1205.072  (meters)    3953.64   (feet)  ADJUSTED  
 HR0193  ___________________________________________________________________
 HR0193  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 HR0193  DYNAMIC HT  -        1203.699 (meters)    3949.14  (feet)  COMP
 HR0193  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 HR0193
 HR0193  VERT ORDER  -  FIRST     CLASS II
 HR0193
 HR0193.The horizontal coordinates were scaled from a topographic map and have
 HR0193.an estimated accuracy of +/- 6 seconds.
 HR0193
 HR0193.The orthometric height was determined by differential leveling
 HR0193.and adjusted in June 1991.
 HR0193
 HR0193.The geoid height was determined by GEOID03.
 HR0193
 HR0193.The dynamic height is computed by dividing the NAVD 88
 HR0193.geopotential number by the normal gravity value computed on the
 HR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0193.degrees latitude (g = 980.6199 gals.).
 HR0193
 HR0193.The modeled gravity was interpolated from observed gravity values.
 HR0193
 HR0193;                    North         East    Units  Estimated Accuracy
 HR0193;SPC CA 4     -   709,130.    2,064,280.      MT  (+/- 180 meters Scaled)
 HR0193
 HR0193                          SUPERSEDED SURVEY CONTROL
 HR0193
 HR0193  NGVD 29 (??/??/92) 1203.941  (m)         3949.93   (f) ADJ UNCH    1 2
 HR0193
 HR0193.Superseded values are not recommended for survey control.
 HR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0193.See file dsdata.txt to determine how the superseded data were derived.
 HR0193
 HR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB868195(NAD 83)
 HR0193_MARKER: P = PIPE CAP
 HR0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0193_SP_SET: SHALLOW-SET PIPE
 HR0193_STAMPING: 20 3952 B F 1905
 HR0193_MARK LOGO: USGS  
 HR0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0193
 HR0193  HISTORY     - Date     Condition        Report By
 HR0193  HISTORY     - 1905     MONUMENTED       USGS
 HR0193  HISTORY     - 1962     GOOD             NGS
 HR0193  HISTORY     - 1987     GOOD             NGS
 HR0193
 HR0193                          STATION DESCRIPTION
 HR0193
 HR0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0193'5.2 MI NE FROM BIG PINE.
 HR0193'0.8 MILE NORTH ALONG U.S. HIGHWAYS 395 AND 6 FROM BIG PINE
 HR0193'SCHOOL AT BIG PINE, THENCE 1.9 MILES EAST ALONG ALVORD ROAD,
 HR0193'THENCE 2.45 MILES NORTH ALONG AN ASPHALT ROAD, 0.95 MILE SOUTH
 HR0193'OF THE CROSSING OF AN ASPHALT ROAD, 129 FEET WEST OF THE CENTER
 HR0193'LINE OF THE ABANDONED GRADE OF THE SOUTHERN PACIFIC RAILROAD,
 HR0193'24 FEET EAST OF A TRACK ROAD, 1.1 FEET WEST OF A WITNESS POST,
 HR0193'ABOUT LEVEL WITH THE ROAD AND RIVETED ON THE TOP OF A 3 1/2-INCH
 HR0193'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 HR0193
 HR0193                          STATION RECOVERY (1987)
 HR0193
 HR0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0193'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2073 ***********************************************************************
 JS2073  DESIGNATION -  20
 JS2073  PID         -  JS2073
 JS2073  STATE/COUNTY-  CA/SOLANO
 JS2073  USGS QUAD   -  COURTLAND (1993)
 JS2073
 JS2073                         *CURRENT SURVEY CONTROL
 JS2073  ___________________________________________________________________
 JS2073* NAD 83(1986)-  38 15 25.     (N)    121 36 17.     (W)     SCALED    
 JS2073* NAVD 88     -         5.44   (+/-2cm)      17.8    (feet)  VERTCON   
 JS2073  ___________________________________________________________________
 JS2073  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JS2073  VERT ORDER  -  THIRD (See Below)
 JS2073
 JS2073.The horizontal coordinates were scaled from a topographic map and have
 JS2073.an estimated accuracy of +/- 6 seconds.
 JS2073
 JS2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2073.The vertical order pertains to the NGVD 29 superseded value.
 JS2073
 JS2073.The geoid height was determined by GEOID03.
 JS2073
 JS2073;                    North         East    Units  Estimated Accuracy
 JS2073;SPC CA 2     -   565,600.    2,034,600.      MT  (+/- 180 meters Scaled)
 JS2073
 JS2073                          SUPERSEDED SURVEY CONTROL
 JS2073
 JS2073  NGVD 29 (??/??/??)    4.70   (m)           15.4    (f) RESET       3  
 JS2073
 JS2073.Superseded values are not recommended for survey control.
 JS2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2073.See file dsdata.txt to determine how the superseded data were derived.
 JS2073
 JS2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH220352(NAD 83)
 JS2073_MARKER: B = BOLT
 JS2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2073_STAMPING: 20
 JS2073_MARK LOGO: RIRD  
 JS2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2073+STABILITY: SURFACE MOTION
 JS2073
 JS2073  HISTORY     - Date     Condition        Report By
 JS2073  HISTORY     - UNK      MONUMENTED       RIRD
 JS2073  HISTORY     - 1964     GOOD             CGS
 JS2073
 JS2073                          STATION DESCRIPTION
 JS2073
 JS2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JS2073'4.6 MI SE FROM FIVE POINTS.
 JS2073'0.9 MILE EAST ALONG AN ASPHALT ROAD FROM THE RESORT AT FIVE
 JS2073'POINTS, THENCE 3.75 MILES SOUTHEAST ALONG EAST RYER ISLAND
 JS2073'ROAD, 4.75 MILES NORTHWEST OF RYDE, NEAR THE CENTER OF A
 JS2073'TRIANGLE FORMED BY DRIVEWAYS, 35 FEET WEST OF THE CENTER LINE
 JS2073'OF THE ROAD, 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JS2073'METAL QUONSET, 1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 10
 JS2073'FEET LOWER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST
 JS2073'PROJECTING 0.3 FOOT ABOVE THE GROUND AND ENCLOSED BY AN
 JS2073'18-INCH CONCRETE SEWER PIPE PROJECTING 2 1/2 FEET ABOVE THE
 JS2073'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0430 ***********************************************************************
 JT0430  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0430  DESIGNATION -  20
 JT0430  PID         -  JT0430
 JT0430  STATE/COUNTY-  CA/NAPA
 JT0430  USGS QUAD   -  NAPA (1980)
 JT0430
 JT0430                         *CURRENT SURVEY CONTROL
 JT0430  ___________________________________________________________________
 JT0430* NAD 83(1986)-  38 17 53.     (N)    122 17 08.     (W)     SCALED    
 JT0430* NAVD 88     -         7.09   (+/-2cm)      23.3    (feet)  VERTCON   
 JT0430  ___________________________________________________________________
 JT0430  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT0430  VERT ORDER  -  THIRD (See Below)
 JT0430
 JT0430.The horizontal coordinates were scaled from a topographic map and have
 JT0430.an estimated accuracy of +/- 6 seconds.
 JT0430
 JT0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0430.The vertical order pertains to the NGVD 29 superseded value.
 JT0430
 JT0430.This Tidal Bench Mark is designated as VM 8703
 JT0430.by the Center for Operational Oceanographic Products and Services.
 JT0430
 JT0430.The geoid height was determined by GEOID03.
 JT0430
 JT0430;                    North         East    Units  Estimated Accuracy
 JT0430;SPC CA 2     -   570,130.    1,975,020.      MT  (+/- 180 meters Scaled)
 JT0430
 JT0430                          SUPERSEDED SURVEY CONTROL
 JT0430
 JT0430  NGVD 29 (??/??/??)    6.31   (m)           20.7    (f) RESET       3  
 JT0430
 JT0430.Superseded values are not recommended for survey control.
 JT0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0430.See file dsdata.txt to determine how the superseded data were derived.
 JT0430
 JT0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624391(NAD 83)
 JT0430_MARKER: DD = SURVEY DISK
 JT0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0430_SP_SET: BUILDING
 JT0430_STAMPING: 20
 JT0430_MARK LOGO: USGS  
 JT0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0430
 JT0430  HISTORY     - Date     Condition        Report By
 JT0430  HISTORY     - UNK      MONUMENTED       USGS
 JT0430  HISTORY     - 1951     GOOD             CGS
 JT0430  HISTORY     - 1960     GOOD             CGS
 JT0430  HISTORY     - 1972     GOOD             USGS
 JT0430  HISTORY     - 1990     GOOD             USPSQD
 JT0430  HISTORY     - 20061224 GOOD             GEOCAC
 JT0430
 JT0430                          STATION DESCRIPTION
 JT0430
 JT0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0430'AT NAPA.
 JT0430'AT NAPA, AT THE INTERSECTION OF BROWN AND 2ND STREETS, AT THE
 JT0430'COUNTY COURTHOUSE, SET VERTICALLY IN THE NORTHEAST CONCRETE WALL,
 JT0430'25.2 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE, 3.0
 JT0430'FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, AND SET 3.7
 JT0430'FEET ABOVE THE SIDEWALK.
 JT0430
 JT0430                          STATION RECOVERY (1960)
 JT0430
 JT0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0430'RECOVERED IN GOOD CONDITION.
 JT0430
 JT0430                          STATION RECOVERY (1972)
 JT0430
 JT0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JT0430'AT NAPA, AT THE INTERSECTION OF BROWN AND 2ND STREET, AT THE COUNTY
 JT0430'COURTHOUSE, SET VERTICALLY IN THE NORTHEAST CONCRETE WALL, 25.2 FEET
 JT0430'NORTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE, 3.0 FEET SOUTHEAST
 JT0430'OF THE NORTH CORNER OF THE BUILDING, AND SET 3.7 FEET ABOVE THE
 JT0430'SIDEWALK.
 JT0430
 JT0430                          STATION RECOVERY (1990)
 JT0430
 JT0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0430'RECOVERED IN GOOD CONDITION.
 JT0430
 JT0430                          STATION RECOVERY (2006)
 JT0430
 JT0430'RECOVERY NOTE BY GEOCACHING 2006 (PFW)
 JT0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4444 ***********************************************************************
 EW4444  DESIGNATION -  20 60
 EW4444  PID         -  EW4444
 EW4444  STATE/COUNTY-  CA/LOS ANGELES
 EW4444  USGS QUAD   -  CANOGA PARK (1967)
 EW4444
 EW4444                         *CURRENT SURVEY CONTROL
 EW4444  ___________________________________________________________________
 EW4444* NAD 83(1986)-  34 14 29.     (N)    118 35 40.     (W)     SCALED    
 EW4444* NAVD 88     -       278.917  (meters)     915.08   (feet)  READJUSTED
 EW4444  ___________________________________________________________________
 EW4444  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW4444  DYNAMIC HT  -         278.620 (meters)     914.11  (feet)  COMP
 EW4444  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 EW4444
 EW4444  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW4444
 EW4444.The horizontal coordinates were scaled from a topographic map and have
 EW4444.an estimated accuracy of +/- 6 seconds.
 EW4444
 EW4444.The orthometric height was determined by differential leveling
 EW4444.and adjusted in February 1993.
 EW4444.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW4444.distribution rate of 2.1 thru 3.0 mm/km.
 EW4444.The height was derived from older observations constrained to new
 EW4444.heights in a crustal motion area.  The height is approximate in
 EW4444.relation to other heights in its vicinity.
 EW4444
 EW4444.The geoid height was determined by GEOID03.
 EW4444
 EW4444.The dynamic height is computed by dividing the NAVD 88
 EW4444.geopotential number by the normal gravity value computed on the
 EW4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4444.degrees latitude (g = 980.6199 gals.).
 EW4444
 EW4444.The modeled gravity was interpolated from observed gravity values.
 EW4444
 EW4444;                    North         East    Units  Estimated Accuracy
 EW4444;SPC CA 5     -   582,400.    1,945,240.      MT  (+/- 180 meters Scaled)
 EW4444
 EW4444                          SUPERSEDED SURVEY CONTROL
 EW4444
 EW4444  NGVD 29 (??/??/92)  278.124  (m)          912.48   (f) ADJ UNCH    1 1
 EW4444
 EW4444.Superseded values are not recommended for survey control.
 EW4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4444.See file dsdata.txt to determine how the superseded data were derived.
 EW4444
 EW4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT531900(NAD 83)
 EW4444_MARKER: DD = SURVEY DISK
 EW4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4444_STAMPING: BM 20-60 1958
 EW4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4444+STABILITY: SURFACE MOTION
 EW4444
 EW4444  HISTORY     - Date     Condition        Report By
 EW4444  HISTORY     - 1958     MONUMENTED       CA-037
 EW4444  HISTORY     - 1961     GOOD             NGS
 EW4444  HISTORY     - 1978     GOOD             NGS
 EW4444  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4444
 EW4444                          STATION DESCRIPTION
 EW4444
 EW4444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4444'0.8 MI S FROM CHATSWORTH.
 EW4444'0.85 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW4444'FROM THE STATION AT CHATSWORTH, 430 FEET NORTHWEST OF THE
 EW4444'SOUTHWEST END BRIDGE OVER BROWN CREEK, 0.3 MILE SOUTH OF
 EW4444'MILEPOLE 446, 219 FEET NORTHEAST OF THE NORTHEAST RAIL, 23 FEET
 EW4444'SOUTHWEST OF THE SOUTHWEST BANK OF CREEK, 100 FEET SOUTHWEST OF
 EW4444'AND ACROSS THE CREEK FROM BENCH MARK 20-61 (LACFC), 5 FEET
 EW4444'NORTHWEST OF A 1 1/2-INCH IRON PIPE WHICH PROJECTS 3 FEET ABOVE
 EW4444'THE GROUND, IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 2 FEET
 EW4444'UNDERGROUND.
 EW4444
 EW4444                          STATION RECOVERY (1978)
 EW4444
 EW4444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4444'RECOVERED IN GOOD CONDITION.
 EW4444
 EW4444                          STATION RECOVERY (1989)
 EW4444
 EW4444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9034 ***********************************************************************
 JT9034  DESIGNATION -  20 A
 JT9034  PID         -  JT9034
 JT9034  STATE/COUNTY-  CA/NAPA
 JT9034  USGS QUAD   -  NAPA (1980)
 JT9034
 JT9034                         *CURRENT SURVEY CONTROL
 JT9034  ___________________________________________________________________
 JT9034* NAD 83(1986)-  38 20 42.     (N)    122 18 34.     (W)     SCALED    
 JT9034* NAVD 88     -        20.70   (+/-2cm)      67.9    (feet)  VERTCON   
 JT9034  ___________________________________________________________________
 JT9034  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT9034  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9034
 JT9034.The horizontal coordinates were scaled from a topographic map and have
 JT9034.an estimated accuracy of +/- 6 seconds.
 JT9034
 JT9034.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9034.The vertical order pertains to the NGVD 29 superseded value.
 JT9034
 JT9034.The geoid height was determined by GEOID03.
 JT9034
 JT9034;                    North         East    Units  Estimated Accuracy
 JT9034;SPC CA 2     -   575,350.    1,972,950.      MT  (+/- 180 meters Scaled)
 JT9034
 JT9034                          SUPERSEDED SURVEY CONTROL
 JT9034
 JT9034  NGVD 29 (??/??/92)   19.91   (m)           65.3    (f) COMPUTED    2 2
 JT9034
 JT9034.Superseded values are not recommended for survey control.
 JT9034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9034.See file dsdata.txt to determine how the superseded data were derived.
 JT9034
 JT9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603443(NAD 83)
 JT9034_MARKER: DD = SURVEY DISK
 JT9034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9034_SP_SET: CONCRETE POST
 JT9034_MARK LOGO: CA2330
 JT9034_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9034+STABILITY: SURFACE MOTION
 JT9034
 JT9034  HISTORY     - Date     Condition        Report By
 JT9034  HISTORY     - 1971     MONUMENTED       CA2330
 JT9034
 JT9034                          STATION DESCRIPTION
 JT9034
 JT9034'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9034'ALONG SALVADOR AVENUE, 200 FT (61.0 M) WEST OF NO. 1285, 10 FT
 JT9034'(3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9034'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0200 ***********************************************************************
 EU0200  DESIGNATION -  20 A
 EU0200  PID         -  EU0200
 EU0200  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0200  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0200
 EU0200                         *CURRENT SURVEY CONTROL
 EU0200  ___________________________________________________________________
 EU0200* NAD 83(1986)-  34 07 10.     (N)    114 54 34.     (W)     SCALED    
 EU0200* NAVD 88     -       292.16   (+/-2cm)     958.5    (feet)  VERTCON   
 EU0200  ___________________________________________________________________
 EU0200  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EU0200  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0200
 EU0200.The horizontal coordinates were scaled from a topographic map and have
 EU0200.an estimated accuracy of +/- 6 seconds.
 EU0200
 EU0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0200.The vertical order pertains to the NGVD 29 superseded value.
 EU0200
 EU0200.The geoid height was determined by GEOID03.
 EU0200
 EU0200;                    North         East    Units  Estimated Accuracy
 EU0200;SPC CA 5     -   573,100.    2,285,070.      MT  (+/- 180 meters Scaled)
 EU0200
 EU0200                          SUPERSEDED SURVEY CONTROL
 EU0200
 EU0200  NGVD 29 (??/??/??)  291.511  (m)          956.40   (f) ADJUSTED    1 2
 EU0200
 EU0200.Superseded values are not recommended for survey control.
 EU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0200.See file dsdata.txt to determine how the superseded data were derived.
 EU0200
 EU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT928773(NAD 83)
 EU0200_MARKER: P = PIPE CAP
 EU0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0200_STAMPING: 20 A
 EU0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0200
 EU0200  HISTORY     - Date     Condition        Report By
 EU0200  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0200  HISTORY     - 1930     GOOD             MWDSC
 EU0200  HISTORY     - 1976     GOOD             NGS
 EU0200
 EU0200                          STATION DESCRIPTION
 EU0200
 EU0200'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0200'4.5 MI NW FROM RICE.
 EU0200'ABOUT 4-1/2 MILES NORTHWEST OF RICE, SAN BERNARDINO COUNTY, 1.0
 EU0200'MILE NORTHEAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT
 EU0200'MILEPOST 145, AND ABOUT 1200 FEET NORTHEAST OF THE EAST END OF
 EU0200'THE FREDA SIPHON AS LOCATED BY THE PRELIMINARY LOCATION SURVEY.
 EU0200'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0200'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET
 EU0200'IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0200
 EU0200                          STATION RECOVERY (1976)
 EU0200
 EU0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0201 ***********************************************************************
 EU0201  DESIGNATION -  20 B
 EU0201  PID         -  EU0201
 EU0201  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0201  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0201
 EU0201                         *CURRENT SURVEY CONTROL
 EU0201  ___________________________________________________________________
 EU0201* NAD 83(1986)-  34 06 48.     (N)    114 54 02.     (W)     SCALED    
 EU0201* NAVD 88     -       292.20   (+/-2cm)     958.7    (feet)  VERTCON   
 EU0201  ___________________________________________________________________
 EU0201  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EU0201  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0201
 EU0201.The horizontal coordinates were scaled from a topographic map and have
 EU0201.an estimated accuracy of +/- 6 seconds.
 EU0201
 EU0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0201.The vertical order pertains to the NGVD 29 superseded value.
 EU0201
 EU0201.The geoid height was determined by GEOID03.
 EU0201
 EU0201;                    North         East    Units  Estimated Accuracy
 EU0201;SPC CA 5     -   572,440.    2,285,910.      MT  (+/- 180 meters Scaled)
 EU0201
 EU0201                          SUPERSEDED SURVEY CONTROL
 EU0201
 EU0201  NGVD 29 (??/??/??)  291.546  (m)          956.51   (f) ADJUSTED    1 2
 EU0201
 EU0201.Superseded values are not recommended for survey control.
 EU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0201.See file dsdata.txt to determine how the superseded data were derived.
 EU0201
 EU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT936767(NAD 83)
 EU0201_MARKER: P = PIPE CAP
 EU0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0201_STAMPING: 20 B
 EU0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0201
 EU0201  HISTORY     - Date     Condition        Report By
 EU0201  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0201  HISTORY     - 1930     GOOD             MWDSC
 EU0201  HISTORY     - 1976     GOOD             NGS
 EU0201
 EU0201                          STATION DESCRIPTION
 EU0201
 EU0201'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0201'3.5 MI NW FROM RICE.
 EU0201'ABOUT 3-1/2 MILES NORTHWEST OF RICE, SAN BERNARDINO COUNTY, 1.0
 EU0201'MILE NORTHEAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EU0201'STATION AT FREDA, AND ABOUT 1200 FEET NORTHEAST OF PRELIMINARY
 EU0201'LOCATION SURVEY STATION 2645+00.  A METROPOLITAN WATER DISTRICT
 EU0201'OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A
 EU0201'1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY
 EU0201'A FENCE.
 EU0201
 EU0201                          STATION RECOVERY (1976)
 EU0201
 EU0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9036 ***********************************************************************
 JT9036  DESIGNATION -  20 B 1/1218
 JT9036  PID         -  JT9036
 JT9036  STATE/COUNTY-  CA/NAPA
 JT9036  USGS QUAD   -  NAPA (1980)
 JT9036
 JT9036                         *CURRENT SURVEY CONTROL
 JT9036  ___________________________________________________________________
 JT9036* NAD 83(1986)-  38 20 30.     (N)    122 18 58.     (W)     SCALED    
 JT9036* NAVD 88     -        23.43   (+/-2cm)      76.9    (feet)  VERTCON   
 JT9036  ___________________________________________________________________
 JT9036  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9036  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9036
 JT9036.The horizontal coordinates were scaled from a topographic map and have
 JT9036.an estimated accuracy of +/- 6 seconds.
 JT9036
 JT9036.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9036.The vertical order pertains to the NGVD 29 superseded value.
 JT9036
 JT9036.The geoid height was determined by GEOID03.
 JT9036
 JT9036;                    North         East    Units  Estimated Accuracy
 JT9036;SPC CA 2     -   574,980.    1,972,370.      MT  (+/- 180 meters Scaled)
 JT9036
 JT9036                          SUPERSEDED SURVEY CONTROL
 JT9036
 JT9036  NGVD 29 (??/??/92)   22.63   (m)           74.2    (f) COMPUTED    2 2
 JT9036
 JT9036.Superseded values are not recommended for survey control.
 JT9036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9036.See file dsdata.txt to determine how the superseded data were derived.
 JT9036
 JT9036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH597439(NAD 83)
 JT9036_MARKER: DD = SURVEY DISK
 JT9036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9036_SP_SET: WELL MONUMENT
 JT9036_MARK LOGO: CA2330
 JT9036_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9036
 JT9036  HISTORY     - Date     Condition        Report By
 JT9036  HISTORY     - 1971     MONUMENTED       CA2330
 JT9036
 JT9036                          STATION DESCRIPTION
 JT9036
 JT9036'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9036'AT INTERSECTION OF SALVADOR AND JEFFERSON AVENUES, 7 FT (2.1 M) NORTH
 JT9036'OF CENTERLINE, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3726 ***********************************************************************
 HS3726  DESIGNATION -  20 B USGS
 HS3726  PID         -  HS3726
 HS3726  STATE/COUNTY-  CA/CONTRA COSTA
 HS3726  USGS QUAD   -  BRENTWOOD (1978)
 HS3726
 HS3726                         *CURRENT SURVEY CONTROL
 HS3726  ___________________________________________________________________
 HS3726* NAD 83(1986)-  37 59 49.     (N)    121 42 37.     (W)     SCALED    
 HS3726* NAVD 88     -         6.62   (+/-2cm)      21.7    (feet)  VERTCON   
 HS3726  ___________________________________________________________________
 HS3726  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HS3726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3726
 HS3726.The horizontal coordinates were scaled from a topographic map and have
 HS3726.an estimated accuracy of +/- 6 seconds.
 HS3726
 HS3726.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3726.The vertical order pertains to the NGVD 29 superseded value.
 HS3726
 HS3726.The geoid height was determined by GEOID03.
 HS3726
 HS3726;                    North         East    Units  Estimated Accuracy
 HS3726;SPC CA 3     -   666,820.    1,893,700.      MT  (+/- 180 meters Scaled)
 HS3726
 HS3726                          SUPERSEDED SURVEY CONTROL
 HS3726
 HS3726  NGVD 29 (??/??/92)    5.890  (m)           19.32   (f) ADJ UNCH    2 0
 HS3726
 HS3726.Superseded values are not recommended for survey control.
 HS3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3726.See file dsdata.txt to determine how the superseded data were derived.
 HS3726
 HS3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH132062(NAD 83)
 HS3726_MARKER: DD = SURVEY DISK
 HS3726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3726_STAMPING: 20 B 6 1907
 HS3726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3726
 HS3726  HISTORY     - Date     Condition        Report By
 HS3726  HISTORY     - 1907     MONUMENTED       USGS
 HS3726  HISTORY     - 1962     GOOD             NGS
 HS3726  HISTORY     - 1963     GOOD             NGS
 HS3726
 HS3726                          STATION DESCRIPTION
 HS3726
 HS3726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HS3726'AT OAKLEY.
 HS3726'AT OAKLEY, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HS3726'STATION, AT THE WEST EDGE OF THE STATION PLATFORM, 35.3 FEET
 HS3726'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 25.7 FEET EAST
 HS3726'OF THE EXTENDED WEST CURB LINE OF FOURTH STREET, 11.4 FEET
 HS3726'WEST OF THE NORTHWEST CORNER OF THE STATION BUILDING, 10.8
 HS3726'FEET WEST OF THE WEST SIDE OF THE STATION BUILDNG, 9.8 FEET
 HS3726'NORTH OF A TELEPHONE POLE, ABOUT 1/2 FOOT LOWER THAN THE TRACK,
 HS3726'AND RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE 0.3 FOOT
 HS3726'BELOW THE ASPHALTED SURFACE OF THE GROUND.
 HS3726
 HS3726                          STATION RECOVERY (1963)
 HS3726
 HS3726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1207 ***********************************************************************
 FT1207  DESIGNATION -  20 BIS
 FT1207  PID         -  FT1207
 FT1207  STATE/COUNTY-  CA/KERN
 FT1207  USGS QUAD   -  CANTIL (1973)
 FT1207
 FT1207                         *CURRENT SURVEY CONTROL
 FT1207  ___________________________________________________________________
 FT1207* NAD 83(1986)-  35 22 12.     (N)    117 58 52.     (W)     SCALED    
 FT1207* NAVD 88     -       767.367  (meters)    2517.60   (feet)  ADJUSTED  
 FT1207  ___________________________________________________________________
 FT1207  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FT1207  DYNAMIC HT  -         766.508 (meters)    2514.78  (feet)  COMP
 FT1207  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 FT1207
 FT1207  VERT ORDER  -  FIRST     CLASS II
 FT1207
 FT1207.The horizontal coordinates were scaled from a topographic map and have
 FT1207.an estimated accuracy of +/- 6 seconds.
 FT1207
 FT1207.The orthometric height was determined by differential leveling
 FT1207.and adjusted in June 1991.
 FT1207
 FT1207.The geoid height was determined by GEOID03.
 FT1207
 FT1207.The dynamic height is computed by dividing the NAVD 88
 FT1207.geopotential number by the normal gravity value computed on the
 FT1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1207.degrees latitude (g = 980.6199 gals.).
 FT1207
 FT1207.The modeled gravity was interpolated from observed gravity values.
 FT1207
 FT1207;                    North         East    Units  Estimated Accuracy
 FT1207;SPC CA 5     -   707,440.    2,001,720.      MT  (+/- 180 meters Scaled)
 FT1207
 FT1207                          SUPERSEDED SURVEY CONTROL
 FT1207
 FT1207.No superseded survey control is available for this station.
 FT1207
 FT1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV108145(NAD 83)
 FT1207_MARKER: DB = BENCH MARK DISK
 FT1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1207_SP_SET: CONCRETE POST
 FT1207_STAMPING: 20 BIS 1966 2515
 FT1207_MARK LOGO: USGS  
 FT1207_PROJECTION: PROJECTING 10 CENTIMETERS
 FT1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1207+STABILITY: SURFACE MOTION
 FT1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT1207+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 FT1207
 FT1207  HISTORY     - Date     Condition        Report By
 FT1207  HISTORY     - 1966     MONUMENTED       USGS
 FT1207  HISTORY     - 1983     GOOD             NGS
 FT1207  HISTORY     - 20080624 GOOD             CADT
 FT1207
 FT1207                          STATION DESCRIPTION
 FT1207
 FT1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1207'9.5 KM (5.9 MI) NORTH FROM CANTIL.
 FT1207'9.5 KM (5.9 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1207'CANTIL, 0.5 KM (0.3 MI) NORTH OF ABBOT ROAD, 0.1 KM (0.05 MI) SOUTH OF
 FT1207'MILEPOST 41, 26.8 METERS (88 FT) EAST OF THE NORTH BOUND HIGHWAY
 FT1207'CENTERLINE AND 0.9 METER (3 FT) WEST OF A METAL WITNESS POST.
 FT1207'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FT1207'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 FT1207
 FT1207                          STATION RECOVERY (2008)
 FT1207
 FT1207'RECOVERY NOTE BY CALTRANS 2008 (BLJ)
 FT1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1915 ***********************************************************************
 JT1915  DESIGNATION -  20 C
 JT1915  PID         -  JT1915
 JT1915  STATE/COUNTY-  CA/NAPA
 JT1915  USGS QUAD   -  NAPA (1980)
 JT1915
 JT1915                         *CURRENT SURVEY CONTROL
 JT1915  ___________________________________________________________________
 JT1915* NAD 83(1986)-  38 20 33.     (N)    122 18 55.     (W)     SCALED    
 JT1915* NAVD 88     -        23.57   (+/-2cm)      77.3    (feet)  VERTCON   
 JT1915  ___________________________________________________________________
 JT1915  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT1915  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1915
 JT1915.The horizontal coordinates were scaled from a topographic map and have
 JT1915.an estimated accuracy of +/- 6 seconds.
 JT1915
 JT1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1915.The vertical order pertains to the NGVD 29 superseded value.
 JT1915
 JT1915.The geoid height was determined by GEOID03.
 JT1915
 JT1915;                    North         East    Units  Estimated Accuracy
 JT1915;SPC CA 2     -   575,070.    1,972,440.      MT  (+/- 180 meters Scaled)
 JT1915
 JT1915                          SUPERSEDED SURVEY CONTROL
 JT1915
 JT1915  NGVD 29 (??/??/92)   22.77   (m)           74.7    (f) COMPUTED    1 1
 JT1915
 JT1915.Superseded values are not recommended for survey control.
 JT1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1915.See file dsdata.txt to determine how the superseded data were derived.
 JT1915
 JT1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH598440(NAD 83)
 JT1915_MARKER: DD = SURVEY DISK
 JT1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1915_SP_SET: CONCRETE POST
 JT1915_MARK LOGO: CA2330
 JT1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1915+STABILITY: SURFACE MOTION
 JT1915
 JT1915  HISTORY     - Date     Condition        Report By
 JT1915  HISTORY     - 1971     MONUMENTED       CA2330
 JT1915
 JT1915                          STATION DESCRIPTION
 JT1915
 JT1915'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1915'AT INTERSECTION OF SALVADOR AND JEFFERSON AVENUES, 10 FEET BY 10 FEET
 JT1915'SOUTHEAST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0202 ***********************************************************************
 EU0202  DESIGNATION -  20 C
 EU0202  PID         -  EU0202
 EU0202  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0202  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0202
 EU0202                         *CURRENT SURVEY CONTROL
 EU0202  ___________________________________________________________________
 EU0202* NAD 83(1986)-  34 05 57.     (N)    114 53 07.     (W)     SCALED    
 EU0202* NAVD 88     -       285.75   (+/-2cm)     937.5    (feet)  VERTCON   
 EU0202  ___________________________________________________________________
 EU0202  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EU0202  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0202
 EU0202.The horizontal coordinates were scaled from a topographic map and have
 EU0202.an estimated accuracy of +/- 6 seconds.
 EU0202
 EU0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0202.The vertical order pertains to the NGVD 29 superseded value.
 EU0202
 EU0202.The geoid height was determined by GEOID03.
 EU0202
 EU0202;                    North         East    Units  Estimated Accuracy
 EU0202;SPC CA 5     -   570,920.    2,287,370.      MT  (+/- 180 meters Scaled)
 EU0202
 EU0202                          SUPERSEDED SURVEY CONTROL
 EU0202
 EU0202  NGVD 29 (??/??/??)  285.093  (m)          935.34   (f) ADJUSTED    1 1
 EU0202
 EU0202.Superseded values are not recommended for survey control.
 EU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0202.See file dsdata.txt to determine how the superseded data were derived.
 EU0202
 EU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT950751(NAD 83)
 EU0202_MARKER: P = PIPE CAP
 EU0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0202_STAMPING: 20 C
 EU0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0202
 EU0202  HISTORY     - Date     Condition        Report By
 EU0202  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0202  HISTORY     - 1930     GOOD             MWDSC
 EU0202  HISTORY     - 1976     GOOD             NGS
 EU0202
 EU0202                          STATION DESCRIPTION
 EU0202
 EU0202'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0202'2.2 MI NW FROM RICE.
 EU0202'ABOUT 2-1/4 MILES NORTHWEST OF RICE, SAN BERNARDINO COUNTY,
 EU0202'ABOUT 1500 FEET NORTH OF THE ATCHISON, TOPEKA AND SANTA FE
 EU0202'RAILWAY AT A POINT 10 POLES EAST OF MILEPOST 143, AND ABOUT 700
 EU0202'FEET SOUTHEAST OF PRELIMINARY LOCATION SURVEY STATION 2588+00.
 EU0202'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0202'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN
 EU0202'CONCRETE AND SURROUNDED BY A FENCE.
 EU0202
 EU0202                          STATION RECOVERY (1976)
 EU0202
 EU0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0202'1.95 MILES WEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF THE
 EU0202'TRACK LEADING SOUTH AT RICE, 0.3 MILE NORTH OF THE NORTH RAIL, 168.5
 EU0202'FT. SOUTH OF SOUTH FENCE LINE AROUND AQUEDUCT, 0.2 MILE EAST OF
 EU0202'AQUEDUCT SIPHON NUMBER 48 74, A BOLT FASTENED ON TP OF A 1 INCH IRON
 EU0202'PIPE SET IN CONCRETE AND PROJECTING 0.3 FT. ABOVE GROUND, 0.3 MILE
 EU0202'EAST OF MILEPOST 143.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0221 ***********************************************************************
 MX0221  DESIGNATION -  20 C USGS
 MX0221  PID         -  MX0221
 MX0221  STATE/COUNTY-  CA/TRINITY
 MX0221  USGS QUAD   -  TANGLE BLUE LAKE (1986)
 MX0221
 MX0221                         *CURRENT SURVEY CONTROL
 MX0221  ___________________________________________________________________
 MX0221* NAD 83(1986)-  41 09 10.     (N)    122 40 11.     (W)     SCALED    
 MX0221* NAVD 88     -       850.726  (meters)    2791.09   (feet)  ADJUSTED  
 MX0221  ___________________________________________________________________
 MX0221  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 MX0221  DYNAMIC HT  -         850.198 (meters)    2789.36  (feet)  COMP
 MX0221  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 MX0221
 MX0221  VERT ORDER  -  SECOND    CLASS 0
 MX0221
 MX0221.The horizontal coordinates were scaled from a topographic map and have
 MX0221.an estimated accuracy of +/- 6 seconds.
 MX0221
 MX0221.The orthometric height was determined by differential leveling
 MX0221.and adjusted in June 1991.
 MX0221
 MX0221.The geoid height was determined by GEOID03.
 MX0221
 MX0221.The dynamic height is computed by dividing the NAVD 88
 MX0221.geopotential number by the normal gravity value computed on the
 MX0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0221.degrees latitude (g = 980.6199 gals.).
 MX0221
 MX0221.The modeled gravity was interpolated from observed gravity values.
 MX0221
 MX0221;                    North         East    Units  Estimated Accuracy
 MX0221;SPC CA 1     -   702,240.    1,943,790.      MT  (+/- 180 meters Scaled)
 MX0221
 MX0221                          SUPERSEDED SURVEY CONTROL
 MX0221
 MX0221  NGVD 29 (??/??/??)  849.746  (m)         2787.88   (f) ADJUSTED    2 0
 MX0221
 MX0221.Superseded values are not recommended for survey control.
 MX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0221.See file dsdata.txt to determine how the superseded data were derived.
 MX0221
 MX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL277557(NAD 83)
 MX0221_MARKER: DB = BENCH MARK DISK
 MX0221_SETTING: 80 = SET IN A BOULDER
 MX0221_STAMPING: 20 C 1931
 MX0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0221+STABILITY: SURFACE MOTION
 MX0221
 MX0221  HISTORY     - Date     Condition        Report By
 MX0221  HISTORY     - 1931     MONUMENTED       USGS
 MX0221  HISTORY     - 1952     GOOD             NGS
 MX0221  HISTORY     - 19831012 GOOD             USPSQD
 MX0221
 MX0221                          STATION DESCRIPTION
 MX0221
 MX0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MX0221'7.6 MI N FROM CARRVILLE.
 MX0221'7.65 MILES NORTH ALONG THE CARRVILLE-CALLAHAN ROAD FROM THE
 MX0221'CARRVILLE RANCH INN AT CARRVILLE, 0.1 MILE NORTH OF A POLE
 MX0221'BRIDGE OVER EAGLE CREEK, AT THE SOUTH JUNCTION OF A ROAD LEADING
 MX0221'WEST TO EAGLE PEAK, IN THE TOP OF A 7-BY-5 FOOT BOULDER, 25.0
 MX0221'FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 8.0 FEET
 MX0221'HIGHER THAN THE SURFACE OF THE ROAD.
 MX0221
 MX0221                          STATION RECOVERY (1983)
 MX0221
 MX0221'RECOVERY NOTE BY US POWER SQUADRON 1983 (DPB)
 MX0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0578 ***********************************************************************
 HS0578  DESIGNATION -  20 CADWR
 HS0578  PID         -  HS0578
 HS0578  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0578  USGS QUAD   -  TRACY (1981)
 HS0578
 HS0578                         *CURRENT SURVEY CONTROL
 HS0578  ___________________________________________________________________
 HS0578* NAD 83(1986)-  37 40 27.     (N)    121 27 10.     (W)     SCALED    
 HS0578* NAVD 88     -        81.77   (+/-2cm)     268.3    (feet)  VERTCON   
 HS0578  ___________________________________________________________________
 HS0578  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HS0578  VERT ORDER  -  THIRD (See Below)
 HS0578
 HS0578.The horizontal coordinates were scaled from a topographic map and have
 HS0578.an estimated accuracy of +/- 6 seconds.
 HS0578
 HS0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0578.The vertical order pertains to the NGVD 29 superseded value.
 HS0578
 HS0578.The geoid height was determined by GEOID03.
 HS0578
 HS0578;                    North         East    Units  Estimated Accuracy
 HS0578;SPC CA 3     -   630,740.    1,915,950.      MT  (+/- 180 meters Scaled)
 HS0578
 HS0578                          SUPERSEDED SURVEY CONTROL
 HS0578
 HS0578  NGVD 29 (??/??/??)   81.01   (m)          265.8    (f) RESET       3  
 HS0578
 HS0578.Superseded values are not recommended for survey control.
 HS0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0578.See file dsdata.txt to determine how the superseded data were derived.
 HS0578
 HS0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG364707(NAD 83)
 HS0578_MARKER: P = PIPE CAP
 HS0578_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0578_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0578_STAMPING: 20
 HS0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0578
 HS0578  HISTORY     - Date     Condition        Report By
 HS0578  HISTORY     - UNK      MONUMENTED       CADWR
 HS0578  HISTORY     - 1964     GOOD             NGS
 HS0578
 HS0578                          STATION DESCRIPTION
 HS0578
 HS0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0578'6.4 MI S FROM TRACY.
 HS0578'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0578'STATION AT TRACY, THENCE 3.45 MILES SOUTH ALONG JEFFERSON ROAD,
 HS0578'THENCE 1.4 MILES NORTHWEST ALONG THE NORTHEAST LEVEE ROAD OF THE
 HS0578'DELTA-MENDOTA CANAL, THENCE 1.0 MILE SOUTH ALONG CORRAL HOLLOW
 HS0578'ROAD, THENCE 0.1 MILE SOUTH ALONG AN ASPHALT ROAD TO THE CITY DUMP,
 HS0578'12.1 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHEAST
 HS0578'OF THE CENTER LINE OF AN ASPHALT ROAD (FORMER CORRAL HOLLOW ROAD),
 HS0578'99 1/2 FEET SOUTHEAST OF A COUNTY ROAD, 4 1/2 FEET NORTH OF POWER
 HS0578'POLE 1881, 3.1 FEET SOUTHWEST OF A WITNESS POST, AN IRON CAP
 HS0578'BOLTED ON THE TOP OF AN IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 HS0578'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9037 ***********************************************************************
 JT9037  DESIGNATION -  20 D
 JT9037  PID         -  JT9037
 JT9037  STATE/COUNTY-  CA/NAPA
 JT9037  USGS QUAD   -  NAPA (1980)
 JT9037
 JT9037                         *CURRENT SURVEY CONTROL
 JT9037  ___________________________________________________________________
 JT9037* NAD 83(1986)-  38 20 30.     (N)    122 19 16.     (W)     SCALED    
 JT9037* NAVD 88     -        25.41   (+/-2cm)      83.4    (feet)  VERTCON   
 JT9037  ___________________________________________________________________
 JT9037  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT9037  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9037
 JT9037.The horizontal coordinates were scaled from a topographic map and have
 JT9037.an estimated accuracy of +/- 6 seconds.
 JT9037
 JT9037.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9037.The vertical order pertains to the NGVD 29 superseded value.
 JT9037
 JT9037.The geoid height was determined by GEOID03.
 JT9037
 JT9037;                    North         East    Units  Estimated Accuracy
 JT9037;SPC CA 2     -   574,980.    1,971,930.      MT  (+/- 180 meters Scaled)
 JT9037
 JT9037                          SUPERSEDED SURVEY CONTROL
 JT9037
 JT9037  NGVD 29 (??/??/92)   24.61   (m)           80.7    (f) COMPUTED    2 2
 JT9037
 JT9037.Superseded values are not recommended for survey control.
 JT9037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9037.See file dsdata.txt to determine how the superseded data were derived.
 JT9037
 JT9037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593439(NAD 83)
 JT9037_MARKER: DD = SURVEY DISK
 JT9037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9037_SP_SET: CONCRETE POST
 JT9037_MARK LOGO: CA2330
 JT9037_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9037+STABILITY: SURFACE MOTION
 JT9037
 JT9037  HISTORY     - Date     Condition        Report By
 JT9037  HISTORY     - 1971     MONUMENTED       CA2330
 JT9037
 JT9037                          STATION DESCRIPTION
 JT9037
 JT9037'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9037'AT INTERSECTION OF SALVADOR AND ENCINA, 10 FT (3.0 M) SOUTH OF
 JT9037'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0203 ***********************************************************************
 EU0203  DESIGNATION -  20 D
 EU0203  PID         -  EU0203
 EU0203  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0203  USGS QUAD   -  RICE (1983)
 EU0203
 EU0203                         *CURRENT SURVEY CONTROL
 EU0203  ___________________________________________________________________
 EU0203* NAD 83(1986)-  34 05 34.     (N)    114 51 58.     (W)     SCALED    
 EU0203* NAVD 88     -       286.19   (+/-2cm)     938.9    (feet)  VERTCON   
 EU0203  ___________________________________________________________________
 EU0203  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EU0203  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0203
 EU0203.The horizontal coordinates were scaled from a topographic map and have
 EU0203.an estimated accuracy of +/- 6 seconds.
 EU0203
 EU0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0203.The vertical order pertains to the NGVD 29 superseded value.
 EU0203
 EU0203.The geoid height was determined by GEOID03.
 EU0203
 EU0203;                    North         East    Units  Estimated Accuracy
 EU0203;SPC CA 5     -   570,260.    2,289,160.      MT  (+/- 180 meters Scaled)
 EU0203
 EU0203                          SUPERSEDED SURVEY CONTROL
 EU0203
 EU0203  NGVD 29 (??/??/??)  285.538  (m)          936.80   (f) ADJUSTED    1 1
 EU0203
 EU0203.Superseded values are not recommended for survey control.
 EU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0203.See file dsdata.txt to determine how the superseded data were derived.
 EU0203
 EU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT968744(NAD 83)
 EU0203_MARKER: P = PIPE CAP
 EU0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0203_STAMPING: 20 D
 EU0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0203+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2008
 EU0203
 EU0203  HISTORY     - Date     Condition        Report By
 EU0203  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0203  HISTORY     - 1930     GOOD             MWDSC
 EU0203  HISTORY     - 1976     GOOD             NGS
 EU0203  HISTORY     - 20080222 GOOD             GEOCAC
 EU0203
 EU0203                          STATION DESCRIPTION
 EU0203
 EU0203'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0203'1 MI NW FROM RICE.
 EU0203'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0203'RAILWAY FROM RICE, SAN BERNARDINO COUNTY, ABOUT 1200 FEET NORTH
 EU0203'OF THE TRACK AT MILEPOST 141-1/2, AND ABOUT 750 FEET SOUTHEAST
 EU0203'OF PRELIMINARY LOCATION SURVEY STATION 2522+00.  A METROPOLITAN
 EU0203'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON
 EU0203'THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE AND
 EU0203'SURROUNDED BY A FENCE.
 EU0203
 EU0203                          STATION RECOVERY (1976)
 EU0203
 EU0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0203'0.8 MILE WEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF THE
 EU0203'TRACK LEADING SOUTH AT RICE, 0.5 MILE WEST OF MILE POST 141, 1200 FT.
 EU0203'NORTH OF THE NORTH RAIL, 78 FT. SOUTH OF THE FENCE ALONG THE AQUEDUCT,
 EU0203'A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE SET IN CONCRETE AND
 EU0203'PROJECTING 0.3 FT.
 EU0203
 EU0203                          STATION RECOVERY (2008)
 EU0203
 EU0203'RECOVERY NOTE BY GEOCACHING 2008 (DMS)
 EU0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0554 ***********************************************************************
 GS0554  DESIGNATION -  20 D
 GS0554  PID         -  GS0554
 GS0554  STATE/COUNTY-  CA/INYO
 GS0554  USGS QUAD   -  PANAMINT BUTTE (1986)
 GS0554
 GS0554                         *CURRENT SURVEY CONTROL
 GS0554  ___________________________________________________________________
 GS0554* NAD 83(1986)-  36 26 04.     (N)    117 15 05.     (W)     SCALED    
 GS0554* NAVD 88     -      1229.585  (meters)    4034.06   (feet)  ADJUSTED  
 GS0554  ___________________________________________________________________
 GS0554  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 GS0554  DYNAMIC HT  -        1228.224 (meters)    4029.60  (feet)  COMP
 GS0554  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 GS0554
 GS0554  VERT ORDER  -  FIRST     CLASS II
 GS0554
 GS0554.The horizontal coordinates were scaled from a topographic map and have
 GS0554.an estimated accuracy of +/- 6 seconds.
 GS0554
 GS0554.The orthometric height was determined by differential leveling
 GS0554.and adjusted in June 1991.
 GS0554
 GS0554.The geoid height was determined by GEOID03.
 GS0554
 GS0554.The dynamic height is computed by dividing the NAVD 88
 GS0554.geopotential number by the normal gravity value computed on the
 GS0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0554.degrees latitude (g = 980.6199 gals.).
 GS0554
 GS0554.The modeled gravity was interpolated from observed gravity values.
 GS0554
 GS0554;                    North         East    Units  Estimated Accuracy
 GS0554;SPC CA 4     -   623,610.    2,156,780.      MT  (+/- 180 meters Scaled)
 GS0554
 GS0554                          SUPERSEDED SURVEY CONTROL
 GS0554
 GS0554  NGVD 29 (05/01/91) 1228.649  (m)         4030.99   (f) ADJUSTED    1 2
 GS0554
 GS0554.Superseded values are not recommended for survey control.
 GS0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0554.See file dsdata.txt to determine how the superseded data were derived.
 GS0554
 GS0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA774321(NAD 83)
 GS0554_MARKER: DB = BENCH MARK DISK
 GS0554_SETTING: 80 = SET IN A BOULDER
 GS0554_SP_SET: BOULDER
 GS0554_STAMPING: 20 D 1948 4031
 GS0554_MARK LOGO: USGS  
 GS0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0554+STABILITY: SURFACE MOTION
 GS0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0554+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2003
 GS0554
 GS0554  HISTORY     - Date     Condition        Report By
 GS0554  HISTORY     - 1948     MONUMENTED       USGS
 GS0554  HISTORY     - 1983     GOOD             NGS
 GS0554  HISTORY     - 20030201 GOOD             JCLS
 GS0554
 GS0554                          STATION DESCRIPTION
 GS0554
 GS0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0554'21.8 KM (13.6 MI) SW FROM STOVEPIPE WELLS.
 GS0554'21.85 KM (13.65 MI) SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE HOTEL
 GS0554'AT STOVEPIPE WELLS, IN TOP OF THE NORTHWEST END OF A 5 BY 8 FOOT BROWN
 GS0554'VOLCANIC BOULDER PROJECTING 1.5 FEET ABOVE THE SURFACE OF THE GROUND,
 GS0554'10.8 METERS (35.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 34.3 METERS
 GS0554'(112.5 FT) SOUTHWEST OF MILEPOST 72 AND 0.5 METER (1.5 FT) NORTHEAST
 GS0554'OF THE SOUTHWEST EDGE OF THE BOULDER.
 GS0554'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 GS0554
 GS0554                          STATION RECOVERY (2003)
 GS0554
 GS0554'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 GS0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0204 ***********************************************************************
 EU0204  DESIGNATION -  20 E
 EU0204  PID         -  EU0204
 EU0204  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0204  USGS QUAD   -  RICE (1983)
 EU0204
 EU0204                         *CURRENT SURVEY CONTROL
 EU0204  ___________________________________________________________________
 EU0204* NAD 83(1986)-  34 05 07.     (N)    114 51 14.     (W)     SCALED    
 EU0204* NAVD 88     -       286.17   (+/-2cm)     938.9    (feet)  VERTCON   
 EU0204  ___________________________________________________________________
 EU0204  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EU0204  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0204
 EU0204.The horizontal coordinates were scaled from a topographic map and have
 EU0204.an estimated accuracy of +/- 6 seconds.
 EU0204
 EU0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0204.The vertical order pertains to the NGVD 29 superseded value.
 EU0204
 EU0204.The geoid height was determined by GEOID03.
 EU0204
 EU0204;                    North         East    Units  Estimated Accuracy
 EU0204;SPC CA 5     -   569,470.    2,290,310.      MT  (+/- 180 meters Scaled)
 EU0204
 EU0204                          SUPERSEDED SURVEY CONTROL
 EU0204
 EU0204  NGVD 29 (??/??/??)  285.516  (m)          936.73   (f) ADJUSTED    1 1
 EU0204
 EU0204.Superseded values are not recommended for survey control.
 EU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0204.See file dsdata.txt to determine how the superseded data were derived.
 EU0204
 EU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT980736(NAD 83)
 EU0204_MARKER: Q = CHISELED SQUARE
 EU0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0204_SP_SET: ABUTMENT
 EU0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0204
 EU0204  HISTORY     - Date     Condition        Report By
 EU0204  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0204  HISTORY     - 1945     GOOD             NGS
 EU0204  HISTORY     - 1976     GOOD             NGS
 EU0204
 EU0204                          STATION DESCRIPTION
 EU0204
 EU0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EU0204'AT RICE.
 EU0204'ABOUT 1500 FEET WEST ALONG THE ATCHSION, TOPEKA AND SANTA FE
 EU0204'RAILWAY FROM THE STATION AT RICE, SAN BERNARDINO COUNTY, 8-1/2
 EU0204'POLES EAST OF MILEPOST 141, AT BRIDGE 140 E, AND ON THE NORTH
 EU0204'END OF THE EAST CONCRETE ABUTMENT.  AN OUTLINED SQUARE.
 EU0204
 EU0204                          STATION RECOVERY (1976)
 EU0204
 EU0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0204'0.15 MILE WEST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF THE
 EU0204'TRACK LEADING SOUTH AT RICE, 0.3 MILE EAST OF MILEPOST 141, A CHISELED
 EU0204'SQUARE SET IN TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 EU0204'RAILROAD BRIDGE NUMBER 140 7, 6 FT. NORTH OF NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0205 ***********************************************************************
 EU0205  DESIGNATION -  20 F
 EU0205  PID         -  EU0205
 EU0205  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0205  USGS QUAD   -  RICE (1983)
 EU0205
 EU0205                         *CURRENT SURVEY CONTROL
 EU0205  ___________________________________________________________________
 EU0205* NAD 83(1986)-  34 05 03.     (N)    114 50 43.     (W)     SCALED    
 EU0205* NAVD 88     -       285.70   (+/-2cm)     937.3    (feet)  VERTCON   
 EU0205  ___________________________________________________________________
 EU0205  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EU0205  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0205
 EU0205.The horizontal coordinates were scaled from a topographic map and have
 EU0205.an estimated accuracy of +/- 6 seconds.
 EU0205
 EU0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0205.The vertical order pertains to the NGVD 29 superseded value.
 EU0205
 EU0205.The geoid height was determined by GEOID03.
 EU0205
 EU0205;                    North         East    Units  Estimated Accuracy
 EU0205;SPC CA 5     -   569,370.    2,291,110.      MT  (+/- 180 meters Scaled)
 EU0205
 EU0205                          SUPERSEDED SURVEY CONTROL
 EU0205
 EU0205  NGVD 29 (??/??/??)  285.050  (m)          935.20   (f) ADJUSTED    1 1
 EU0205
 EU0205.Superseded values are not recommended for survey control.
 EU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0205.See file dsdata.txt to determine how the superseded data were derived.
 EU0205
 EU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT988735(NAD 83)
 EU0205_MARKER: P = PIPE CAP
 EU0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0205_STAMPING: 20 F
 EU0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0205
 EU0205  HISTORY     - Date     Condition        Report By
 EU0205  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0205  HISTORY     - 1974     GOOD             NGS
 EU0205  HISTORY     - 1976     GOOD             NGS
 EU0205
 EU0205                          STATION DESCRIPTION
 EU0205
 EU0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EU0205'AT RICE.
 EU0205'ABOUT 1200 FEET EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0205'RAILWAY FROM THE STATION AT RICE, SAN BERNARDINO COUNTY, 6 POLES
 EU0205'WEST OF MILEPOST 140, ONE POLE WEST OF BRIDGE 140 A, 125 FEET
 EU0205'SOUTH OF THE TRACK, AND LEVEL WITH THE TRACK.  A METROPOLITAN
 EU0205'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED
 EU0205'ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE
 EU0205'AND SURROUNDED BY A FENCE.
 EU0205
 EU0205                          STATION RECOVERY (1976)
 EU0205
 EU0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0205'0.35 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EU0205'THE Y JUNCTION OF RAILROAD TRACKS LEADING SOUTH AT RICE, 85 FT. NORTH
 EU0205'OF THE CENTER LINE OF STATE HIGHWAY 62, 133.5 FT. SOUTH OF SOUTH RAIL
 EU0205'A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE SET IN CONCRETE
 EU0205'PROJECTING 1 INCH ABOVE GROUND, 0.2 MILE WEST OF MILEPOST 140.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4892 ***********************************************************************
 EW4892  DESIGNATION -  20 F 52 CAHD
 EW4892  PID         -  EW4892
 EW4892  STATE/COUNTY-  CA/LOS ANGELES
 EW4892  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4892
 EW4892                         *CURRENT SURVEY CONTROL
 EW4892  ___________________________________________________________________
 EW4892* NAD 83(1986)-  34 21 12.     (N)    118 33 01.     (W)     SCALED    
 EW4892* NAVD 88     -       428.15   (+/-2cm)    1404.7    (feet)  VERTCON   
 EW4892  ___________________________________________________________________
 EW4892  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW4892  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4892
 EW4892.The horizontal coordinates were scaled from a topographic map and have
 EW4892.an estimated accuracy of +/- 6 seconds.
 EW4892
 EW4892.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4892.The vertical order pertains to the NGVD 29 superseded value.
 EW4892
 EW4892.The geoid height was determined by GEOID03.
 EW4892
 EW4892;                    North         East    Units  Estimated Accuracy
 EW4892;SPC CA 5     -   594,790.    1,949,380.      MT  (+/- 180 meters Scaled)
 EW4892
 EW4892                          SUPERSEDED SURVEY CONTROL
 EW4892
 EW4892  NGVD 29 (??/??/92)  427.307  (m)         1401.92   (f) ADJ UNCH    1 1
 EW4892
 EW4892.Superseded values are not recommended for survey control.
 EW4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4892.See file dsdata.txt to determine how the superseded data were derived.
 EW4892
 EW4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU574024(NAD 83)
 EW4892_MARKER: DD = SURVEY DISK
 EW4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4892+STABILITY: SURFACE MOTION
 EW4892
 EW4892  HISTORY     - Date     Condition        Report By
 EW4892  HISTORY     - UNK      MONUMENTED       CADH
 EW4892  HISTORY     - 1968     GOOD
 EW4892  HISTORY     - 1971     GOOD             CA1980
 EW4892  HISTORY     - 1973     GOOD             CA-037
 EW4892
 EW4892                          STATION DESCRIPTION
 EW4892
 EW4892'DESCRIBED 1968
 EW4892'NEAR VALENCIA.
 EW4892'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 2 MILES SOUTHEASTERLY
 EW4892'ALONG THE FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE, 1.81
 EW4892'MILES NORTHERLY FROM FREEWAY BRIDGE NO. 53-1796, AT CENTER
 EW4892'LINE CONSTRUCTION STATION 169+97.23 P.O.T.  SET IN THE TOP OF
 EW4892'AN IRREGULAR CONCRETE POST 18 INCHES BELOW THE GROUND SURFACE.
 EW4892'NOTE-- FORMER GOLDEN STATE HIGHWAY IS NOW A FRONTAGE ROAD
 EW4892'SOUTHERLY OF AND PARALLEL TO THE GOLDEN STATE FREEWAY.
 EW4892
 EW4892                          STATION RECOVERY (1971)
 EW4892
 EW4892'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4892'RECOVERED IN GOOD CONDITION.
 EW4892
 EW4892                          STATION RECOVERY (1973)
 EW4892
 EW4892'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4892'GOLDEN STATE FREEWAY, 2 MILES SOUTHEASTERLY ALONG THE FREEWAY FROM ITS
 EW4892'JUNCTION WITH LYONS AVENUE AT CENTER LINE CONSTRUCTION STATION
 EW4892'169+97.23 P.O.T.  SET IN THE TOP OF AN IRREGULAR CONCRETE POST 18
 EW4892'INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2281 ***********************************************************************
 EV2281  DESIGNATION -  20 FMK
 EV2281  PID         -  EV2281
 EV2281  STATE/COUNTY-  CA/KERN
 EV2281  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2281
 EV2281                         *CURRENT SURVEY CONTROL
 EV2281  ___________________________________________________________________
 EV2281* NAD 83(1986)-  34 59 53.     (N)    117 38 19.     (W)     SCALED    
 EV2281* NAVD 88     -       757.215  (meters)    2484.30   (feet)  ADJUSTED  
 EV2281  ___________________________________________________________________
 EV2281  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2281  DYNAMIC HT  -         756.364 (meters)    2481.50  (feet)  COMP
 EV2281  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EV2281
 EV2281  VERT ORDER  -  FIRST     CLASS I
 EV2281
 EV2281.The horizontal coordinates were scaled from a topographic map and have
 EV2281.an estimated accuracy of +/- 6 seconds.
 EV2281
 EV2281.The orthometric height was determined by differential leveling
 EV2281.and adjusted in June 1991.
 EV2281
 EV2281.The geoid height was determined by GEOID03.
 EV2281
 EV2281.The dynamic height is computed by dividing the NAVD 88
 EV2281.geopotential number by the normal gravity value computed on the
 EV2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2281.degrees latitude (g = 980.6199 gals.).
 EV2281
 EV2281.The modeled gravity was interpolated from observed gravity values.
 EV2281
 EV2281;                    North         East    Units  Estimated Accuracy
 EV2281;SPC CA 5     -   666,230.    2,032,990.      MT  (+/- 180 meters Scaled)
 EV2281
 EV2281                          SUPERSEDED SURVEY CONTROL
 EV2281
 EV2281  NGVD 29 (??/??/92)  756.418  (m)         2481.68   (f) ADJ UNCH    1 1
 EV2281
 EV2281.Superseded values are not recommended for survey control.
 EV2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2281.See file dsdata.txt to determine how the superseded data were derived.
 EV2281
 EV2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU417730(NAD 83)
 EV2281_MARKER: DD = SURVEY DISK
 EV2281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2281_SP_SET: 10 FEET
 EV2281_STAMPING: 20 FMK 1973
 EV2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2281
 EV2281  HISTORY     - Date     Condition        Report By
 EV2281  HISTORY     - 1973     MONUMENTED       USGS
 EV2281  HISTORY     - 1974     GOOD             NGS
 EV2281  HISTORY     - 1977     GOOD             NGS
 EV2281
 EV2281                          STATION DESCRIPTION
 EV2281
 EV2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2281'0.8 MI E FROM BORON.
 EV2281'0.8 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2281'FROM THE STATION AT BORON, 4 POLES WEST AND ACROSS THE TRACK FROM
 EV2281'A CONCRETE SIGNAL HOUSE NO. 331, 43.9 FEET SOUTH OF THE SOUTH
 EV2281'RAIL OF THHE MAIN TRACK, 3 1/2 FEET SOUTHWEST OF TELEPHONE POLE
 EV2281'193-8, 104.0 FEET WEST-SOUTHWEST OF THE CENTER OF THE CONCRETE
 EV2281'BASE OF THE SOUTH ONE OF TWO SEMAPHORES, 1.6 FEET EAST OF A WITNESS
 EV2281'POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 EV2281'COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER
 EV2281'PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING
 EV2281'0.1 FOOT ABOVE THE GROUND.  SECTION 5, T10N, R7W
 EV2281
 EV2281                          STATION RECOVERY (1977)
 EV2281
 EV2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0008 ***********************************************************************
 HT0008  DESIGNATION -  20 G
 HT0008  PID         -  HT0008
 HT0008  STATE/COUNTY-  CA/ALAMEDA
 HT0008  USGS QUAD   -  OAKLAND EAST (1997)
 HT0008
 HT0008                         *CURRENT SURVEY CONTROL
 HT0008  ___________________________________________________________________
 HT0008* NAD 83(1986)-  37 46 09.     (N)    122 13 10.     (W)     SCALED    
 HT0008* NAVD 88     -         6.872  (meters)      22.55   (feet)  ADJUSTED  
 HT0008  ___________________________________________________________________
 HT0008  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HT0008  DYNAMIC HT  -           6.868 (meters)      22.53  (feet)  COMP
 HT0008  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 HT0008
 HT0008  VERT ORDER  -  FIRST     CLASS I
 HT0008
 HT0008.The horizontal coordinates were scaled from a topographic map and have
 HT0008.an estimated accuracy of +/- 6 seconds.
 HT0008
 HT0008.The orthometric height was determined by differential leveling
 HT0008.and adjusted in June 1991.
 HT0008
 HT0008.The geoid height was determined by GEOID03.
 HT0008
 HT0008.The dynamic height is computed by dividing the NAVD 88
 HT0008.geopotential number by the normal gravity value computed on the
 HT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0008.degrees latitude (g = 980.6199 gals.).
 HT0008
 HT0008.The modeled gravity was interpolated from observed gravity values.
 HT0008
 HT0008;                    North         East    Units  Estimated Accuracy
 HT0008;SPC CA 3     -   642,250.    1,848,520.      MT  (+/- 180 meters Scaled)
 HT0008
 HT0008                          SUPERSEDED SURVEY CONTROL
 HT0008
 HT0008  NGVD 29 (10/21/93)    6.048  (m)           19.84   (f) ADJUSTED    1 1
 HT0008
 HT0008.Superseded values are not recommended for survey control.
 HT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0008.See file dsdata.txt to determine how the superseded data were derived.
 HT0008
 HT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG687804(NAD 83)
 HT0008_MARKER: DD = SURVEY DISK
 HT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0008_SP_SET: CONCRETE POST
 HT0008_STAMPING: STA G SEC 20
 HT0008_MARK LOGO: CA2480
 HT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0008+STABILITY: SURFACE MOTION
 HT0008
 HT0008  HISTORY     - Date     Condition        Report By
 HT0008  HISTORY     - UNK      MONUMENTED       CA2480
 HT0008  HISTORY     - 1956     GOOD             NGS
 HT0008  HISTORY     - 1987     GOOD             USPSQD
 HT0008  HISTORY     - 19880927 GOOD             NGS
 HT0008
 HT0008                          STATION DESCRIPTION
 HT0008
 HT0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0008'AT OAKLAND.
 HT0008'AT OAKLAND, IN R3W T2S, ALONG THE SOUTHERN PACIFIC COMPANY
 HT0008'RAILROAD, AT THE CROSSING OF HIGH STREET, 12.0 FEET SOUTHWEST OF
 HT0008'THE SOUTHWEST RAIL, 9.4 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 HT0008'THE STREET, 6.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CROSSING
 HT0008'SIGNAL, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 HT0008'A CONCRETE POST 0.9 FOOT UNDERGROUND.  NOTE-- ACCESS TO MARK HAD
 HT0008'THROUGH AN 8-INCH CAST IRON PIPE WITH A CAST IRON COVER MARKED
 HT0008'CITY MONUMENT.
 HT0008
 HT0008                          STATION RECOVERY (1987)
 HT0008
 HT0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0008'RECOVERED IN GOOD CONDITION.
 HT0008
 HT0008                          STATION RECOVERY (1988)
 HT0008
 HT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0211 ***********************************************************************
 EU0211  DESIGNATION -  20 H
 EU0211  PID         -  EU0211
 EU0211  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0211  USGS QUAD   -  RICE (1983)
 EU0211
 EU0211                         *CURRENT SURVEY CONTROL
 EU0211  ___________________________________________________________________
 EU0211* NAD 83(1986)-  34 04 46.     (N)    114 47 49.     (W)     SCALED    
 EU0211* NAVD 88     -       284.38   (+/-2cm)     933.0    (feet)  VERTCON   
 EU0211  ___________________________________________________________________
 EU0211  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EU0211  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0211
 EU0211.The horizontal coordinates were scaled from a topographic map and have
 EU0211.an estimated accuracy of +/- 6 seconds.
 EU0211
 EU0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0211.The vertical order pertains to the NGVD 29 superseded value.
 EU0211
 EU0211.The geoid height was determined by GEOID03.
 EU0211
 EU0211;                    North         East    Units  Estimated Accuracy
 EU0211;SPC CA 5     -   568,990.    2,295,590.      MT  (+/- 180 meters Scaled)
 EU0211
 EU0211                          SUPERSEDED SURVEY CONTROL
 EU0211
 EU0211  NGVD 29 (??/??/??)  283.721  (m)          930.84   (f) ADJUSTED    1 1
 EU0211
 EU0211.Superseded values are not recommended for survey control.
 EU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0211.See file dsdata.txt to determine how the superseded data were derived.
 EU0211
 EU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT032731(NAD 83)
 EU0211_MARKER: P = PIPE CAP
 EU0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0211_STAMPING: 20 H
 EU0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0211
 EU0211  HISTORY     - Date     Condition        Report By
 EU0211  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0211  HISTORY     - 1974     GOOD
 EU0211  HISTORY     - 1976     GOOD             NGS
 EU0211
 EU0211                          STATION DESCRIPTION
 EU0211
 EU0211'DESCRIBED 1974
 EU0211'3.1 MI E FROM RICE.
 EU0211'3.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EU0211'FROM THE STATION AT RICE, SAN BERNARDINO COUNTY, ONE MILE EAST
 EU0211'OF THE JUNCTION OF AQUEDUCT ROAD AND A PAVED ROAD LEADING TO
 EU0211'RICE FIELD, 21.4 FEET SOUTH OF THE FIFTH POLE EAST OF MILEPOST
 EU0211'137.5, 7 POLES EAST OF BRIDGE 137 A, 165 FEET WEST OF THE WEST
 EU0211'END OF CURVE IN THE RAILWAY, 172.4 FEET NORTH OF THE CENTERLINE
 EU0211'OF AQUEDUCT ROAD, 52 FEET SOUTH OF THE SOUTH RAIL.  A
 EU0211'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA CAP FASTENED
 EU0211'ON THE TOP OF A 1-INCH IRON PIPE SURROUNDED BY CONCRETE (PAINTED
 EU0211'WHITE) AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EU0211
 EU0211                          STATION RECOVERY (1976)
 EU0211
 EU0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0211'3.20 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0211'RAILROAD TRACKS LEADING SOUTH AT RICE, 166 FT. NORTH OF THE CENTER
 EU0211'LINE OF STATE HIGHWAY 62, 52 FT. SOUTH OF THE SOUTH RAIL, 22 FT. SOUTH
 EU0211'OF THE 7 POLE EAST OF RAILROAD BRIDGE NUMBER 137 6, A BOLT FASTENED ON
 EU0211'TOP OF A 1 INCH IRON PIPE SET IN CONCRETE PROJECTING 1 INCH ABOVE
 EU0211'GROUND, 0.35 MILE WEST OF MILEPOST 137.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0212 ***********************************************************************
 EU0212  DESIGNATION -  20 J
 EU0212  PID         -  EU0212
 EU0212  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0212  USGS QUAD   -  RICE (1983)
 EU0212
 EU0212                         *CURRENT SURVEY CONTROL
 EU0212  ___________________________________________________________________
 EU0212* NAD 83(1986)-  34 04 59.     (N)    114 46 30.     (W)     SCALED    
 EU0212* NAVD 88     -       285.64   (+/-2cm)     937.1    (feet)  VERTCON   
 EU0212  ___________________________________________________________________
 EU0212  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EU0212  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0212
 EU0212.The horizontal coordinates were scaled from a topographic map and have
 EU0212.an estimated accuracy of +/- 6 seconds.
 EU0212
 EU0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0212.The vertical order pertains to the NGVD 29 superseded value.
 EU0212
 EU0212.The geoid height was determined by GEOID03.
 EU0212
 EU0212;                    North         East    Units  Estimated Accuracy
 EU0212;SPC CA 5     -   569,450.    2,297,600.      MT  (+/- 180 meters Scaled)
 EU0212
 EU0212                          SUPERSEDED SURVEY CONTROL
 EU0212
 EU0212  NGVD 29 (??/??/??)  284.990  (m)          935.00   (f) ADJUSTED    1 1
 EU0212
 EU0212.Superseded values are not recommended for survey control.
 EU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0212.See file dsdata.txt to determine how the superseded data were derived.
 EU0212
 EU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT052736(NAD 83)
 EU0212_MARKER: P = PIPE CAP
 EU0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0212_STAMPING: 20 J
 EU0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0212
 EU0212  HISTORY     - Date     Condition        Report By
 EU0212  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0212  HISTORY     - 1974     GOOD
 EU0212  HISTORY     - 1976     GOOD             NGS
 EU0212
 EU0212                          STATION DESCRIPTION
 EU0212
 EU0212'DESCRIBED 1974
 EU0212'4.5 MI E FROM RICE.
 EU0212'ABOUT 4-1/2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0212'RAILWAY FROM RICE, SAN BERNARDINO COUNTY, 3 POLES WEST OF
 EU0212'MILEPOST 136, 120 FEET NORTH OF THE TRACK, AND ABOUT 5 FEET
 EU0212'LOWER THAN THE TRACK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0212'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0212'GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0212
 EU0212                          STATION RECOVERY (1976)
 EU0212
 EU0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0212'4.45 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0212'RAILROAD TRACKS LEADING SOUTH AT RICE, 0.1 MILE WEST OF MILEPOST 136,
 EU0212'3 POLES WEST OF THE MILEPOST, 92 FT. NORTH OF THE NORTH RAIL, A BOLT
 EU0212'FASTENED TO A 1 INCH IRON PIPE SET IN CONCRETE PROJECTING 0.4 FT.
 EU0212'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1067 ***********************************************************************
 HR1067  DESIGNATION -  20 JD
 HR1067  PID         -  HR1067
 HR1067  STATE/COUNTY-  CA/MONO
 HR1067  USGS QUAD   -  MAMMOTH MTN (1994)
 HR1067
 HR1067                         *CURRENT SURVEY CONTROL
 HR1067  ___________________________________________________________________
 HR1067* NAD 83(1992)-  37 39 14.78339(N)    119 03 28.29481(W)     ADJUSTED  
 HR1067* NAVD 88     -      2798.1    (meters)    9180.     (feet)  VERTCON   
 HR1067  ___________________________________________________________________
 HR1067  EPOCH DATE  -        1991.35
 HR1067  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HR1067  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 HR1067  OBS GRAVITY -     979,166.2   (mgal)                       GRAV_OBS
 HR1067
 HR1067  HORZ ORDER  -  FIRST
 HR1067
 HR1067.The horizontal coordinates were established by GPS observations
 HR1067.and adjusted by the National Geodetic Survey in March 1994.
 HR1067.The horizontal coordinates are valid at the epoch date displayed above.
 HR1067.The epoch date for horizontal control is a decimal equivalence
 HR1067.of Year/Month/Day.
 HR1067
 HR1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR1067
 HR1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR1067
 HR1067.The geoid height was determined by GEOID03.
 HR1067.The observed gravity was obtained from relative gravimeter ties
 HR1067.to the IGSN71 gravity network.
 HR1067
 HR1067;                    North         East     Units Scale Factor Converg.
 HR1067;SPC CA 3     -   629,064.003 2,127,245.495   MT  0.99993060   +0 52 58.5
 HR1067;SPC CA 3     - 2,063,854.15  6,979,137.93   sFT  0.99993060   +0 52 58.5
 HR1067;UTM  11      - 4,169,430.516   318,470.113   MT  1.00000591   -1 15 26.9
 HR1067
 HR1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR1067!SPC CA 3     -   0.99956496  x   0.99993060  =   0.99949559
 HR1067!UTM  11      -   0.99956496  x   1.00000591  =   0.99957087
 HR1067
 HR1067                          SUPERSEDED SURVEY CONTROL
 HR1067
 HR1067  NAD 83(1986)-  37 39 14.77680(N)    119 03 28.28669(W) AD(1984.00) 1
 HR1067  NGVD 29 (11/20/87) 2796.4    (m)         9175.     (f) GPS OBS     3  
 HR1067
 HR1067.Superseded values are not recommended for survey control.
 HR1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR1067.See file dsdata.txt to determine how the superseded data were derived.
 HR1067
 HR1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB1847069431(NAD 83)
 HR1067_MARKER: DD = SURVEY DISK
 HR1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR1067_SP_SET: SQUARE CONCRETE MONUMENT
 HR1067_STAMPING: 20 JD 1952 9175
 HR1067_MARK LOGO: USGS  
 HR1067_PROJECTION: PROJECTING 10 CENTIMETERS
 HR1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR1067+STABILITY: SURFACE MOTION
 HR1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR1067+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1067
 HR1067  HISTORY     - Date     Condition        Report By
 HR1067  HISTORY     - 1952     MONUMENTED       USGS
 HR1067  HISTORY     - 19841016 GOOD
 HR1067  HISTORY     - 1985     GOOD             USGS
 HR1067  HISTORY     - 1986     GOOD             NGS
 HR1067  HISTORY     - 19881009 GOOD             NGS
 HR1067
 HR1067                          STATION DESCRIPTION
 HR1067
 HR1067'DESCRIBED 1984
 HR1067'RECOVERED IN GOOD CONDITION.
 HR1067
 HR1067                          STATION RECOVERY (1985)
 HR1067
 HR1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR1067'RECOVERED IN GOOD CONDITION.
 HR1067
 HR1067                          STATION RECOVERY (1986)
 HR1067
 HR1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1067'9.8 KM (6.1 MI) WEST FROM MAMMOTH LAKES.
 HR1067'9.81 KM (6.10 MI) WEST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1067'MAMMOTH LAKES, AT MINARET SUMMIT, 13.0 METERS (42.7 FT) NORTH OF THE
 HR1067'HIGHWAY CENTERLINE, 7.3 METERS (24 FT) WEST OF THE CENTER OF A PAVED
 HR1067'ROAD LEADING NORTH TO MINARET VISTA AND 12.0 METERS (39.4 FT)
 HR1067'NORTHEAST OF THE NORTHEAST CORNER OF A FOREST SERVICE CHECK STATION.
 HR1067'THE MARK IS 1.4 METERS  NW FROM  STOP SIGN
 HR1067'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HR1067
 HR1067                          STATION RECOVERY (1988)
 HR1067
 HR1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1067'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--4.1 M
 HR1067'(13.5 FT) EAST OF THE NORTHEAST CORNER OF A SIGN (MINARET VISTA).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4527 ***********************************************************************
 AI4527  DESIGNATION -  20 JRH
 AI4527  PID         -  AI4527
 AI4527  STATE/COUNTY-  CA/SAN DIEGO
 AI4527  USGS QUAD   -  SWEENEY PASS (1959)
 AI4527
 AI4527                         *CURRENT SURVEY CONTROL
 AI4527  ___________________________________________________________________
 AI4527* NAD 83(1986)-  32 49 58.     (N)    116 10 54.     (W)     SCALED    
 AI4527* NAVD 88     -       325.349  (meters)    1067.42   (feet)  ADJUSTED  
 AI4527  ___________________________________________________________________
 AI4527  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AI4527  DYNAMIC HT  -         324.950 (meters)    1066.11  (feet)  COMP
 AI4527  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 AI4527
 AI4527  VERT ORDER  -  THIRD
 AI4527
 AI4527.The horizontal coordinates were scaled from a topographic map and have
 AI4527.an estimated accuracy of +/- 6 seconds.
 AI4527
 AI4527.The orthometric height was determined by differential leveling
 AI4527.and adjusted in May 2000.
 AI4527
 AI4527.The geoid height was determined by GEOID03.
 AI4527
 AI4527.The dynamic height is computed by dividing the NAVD 88
 AI4527.geopotential number by the normal gravity value computed on the
 AI4527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4527.degrees latitude (g = 980.6199 gals.).
 AI4527
 AI4527.The modeled gravity was interpolated from observed gravity values.
 AI4527
 AI4527;                    North         East    Units  Estimated Accuracy
 AI4527;SPC CA 6     -   573,880.    2,006,400.      MT  (+/- 180 meters Scaled)
 AI4527
 AI4527                          SUPERSEDED SURVEY CONTROL
 AI4527
 AI4527.No superseded survey control is available for this station.
 AI4527
 AI4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS765330(NAD 83)
 AI4527_MARKER: DB = BENCH MARK DISK
 AI4527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4527_STAMPING: 20 JRH 1957 1065
 AI4527_MARK LOGO: USGS  
 AI4527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4527+STABILITY: SURFACE MOTION
 AI4527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4527+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2008
 AI4527
 AI4527  HISTORY     - Date     Condition        Report By
 AI4527  HISTORY     - 1957     MONUMENTED       USGS
 AI4527  HISTORY     - 19950403 GOOD             CADT
 AI4527  HISTORY     - 20080210 GOOD             INDIV
 AI4527
 AI4527                          STATION DESCRIPTION
 AI4527
 AI4527'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4527'THE STATION IS LOCATED 12.4 MI (20.0 KM) NORTHWEST OF OCOTILLO ON THE
 AI4527'WEST SIDE OF SAN DIEGO COUNTY ROUTE S-2 AT POST MILE 50.6, IN AN AREA
 AI4527'KNOWN LOCALLY AS SWEENEY PASS. TO REACH THE STATION FROM THE
 AI4527'INTERSECTION OF INTERSTATE 8 AND IMPERIAL COUNTY ROUTE S-2 IN
 AI4527'OCOTILLO, TRAVEL NORTH THEN WEST ON RTE S-2 FOR 1.35 MI (2.17 KM) TO
 AI4527'THE INTERSECTION OF SHELL CANYON ROAD. CONTINUE STRAIGHT AHEAD WEST
 AI4527'THEN NORTHWEST 7.1 MI (11.4 KM) TO THE MONUMENT MARKER OF IMPERIAL AND
 AI4527'SAN DIEGO COUNTY LINE.  CONTINUE 5.6 MI (9.0 KM) TO A HAIRPIN TURN TO
 AI4527'THE RIGHT AND THE STATION MARK ON THE LEFT, WEST. THE STATION MARK IS
 AI4527'56.8 FT (17.3 M) WEST OF THE CENTERLINE OF S-2, 37.5 FT (11.4 M) WEST
 AI4527'SOUTHWEST OF AN ARROW SIGN, 9.0 EAST OF THE EDGE OF A CLIFF, 0.8 FT
 AI4527'(24.4 CM) LOWER THAN THE CENTERLINE OF S-2. THE STATION WAS LEVELED TO
 AI4527'BY CADT AS A PART OF THE 1995 PERIPHERAL RUN IN SAN DIEGO COUNTY TO
 AI4527'ESTABLISH NAVD 1988.
 AI4527
 AI4527                          STATION RECOVERY (2008)
 AI4527
 AI4527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AI4527'STATION IS ON OUTSIDE OF CURVE AT THE SLIPPERY EDGE OF A 1500FT DROP.
 AI4527'LOCATED AT N 32 49.969 W 116 10.911
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0369 ***********************************************************************
 FT0369  DESIGNATION -  20 KSM
 FT0369  PID         -  FT0369
 FT0369  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0369  USGS QUAD   -  PILOT KNOB VALLEY EAST (1984)
 FT0369
 FT0369                         *CURRENT SURVEY CONTROL
 FT0369  ___________________________________________________________________
 FT0369* NAD 83(1986)-  35 32 57.     (N)    117 07 21.     (W)     SCALED    
 FT0369* NAVD 88     -       650.552  (meters)    2134.35   (feet)  ADJUSTED  
 FT0369  ___________________________________________________________________
 FT0369  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FT0369  DYNAMIC HT  -         649.861 (meters)    2132.09  (feet)  COMP
 FT0369  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 FT0369
 FT0369  VERT ORDER  -  FIRST     CLASS II
 FT0369
 FT0369.The horizontal coordinates were scaled from a topographic map and have
 FT0369.an estimated accuracy of +/- 6 seconds.
 FT0369
 FT0369.The orthometric height was determined by differential leveling
 FT0369.and adjusted in June 1991.
 FT0369
 FT0369.The geoid height was determined by GEOID03.
 FT0369
 FT0369.The dynamic height is computed by dividing the NAVD 88
 FT0369.geopotential number by the normal gravity value computed on the
 FT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0369.degrees latitude (g = 980.6199 gals.).
 FT0369
 FT0369.The modeled gravity was interpolated from observed gravity values.
 FT0369
 FT0369;                    North         East    Units  Estimated Accuracy
 FT0369;SPC CA 5     -   727,660.    2,079,570.      MT  (+/- 180 meters Scaled)
 FT0369
 FT0369                          SUPERSEDED SURVEY CONTROL
 FT0369
 FT0369  NGVD 29 (??/??/92)  649.802  (m)         2131.89   (f) ADJ UNCH    1 2
 FT0369
 FT0369.Superseded values are not recommended for survey control.
 FT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0369.See file dsdata.txt to determine how the superseded data were derived.
 FT0369
 FT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV888339(NAD 83)
 FT0369_MARKER: DD = SURVEY DISK
 FT0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0369_STAMPING: 20 KSM 1946 2131
 FT0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0369+STABILITY: SURFACE MOTION
 FT0369
 FT0369  HISTORY     - Date     Condition        Report By
 FT0369  HISTORY     - 1946     MONUMENTED       USGS
 FT0369  HISTORY     - 1950     GOOD             NGS
 FT0369
 FT0369                          STATION DESCRIPTION
 FT0369
 FT0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0369'43 MI SE FROM RIDGECREST.
 FT0369'THE MARK IS LOCATED ALONG THE MAIN ROAD THROUGH THE RANDSBURY
 FT0369'WASH, MOJAVE GUNNERY RANGE B 12.0 MILES NORTHEAST ALONG THE ROAD
 FT0369'FROM SIGN SANDORA 30 FT SOUTH OF THE CENTER LINE OF THE ROAD, 15
 FT0369'FT WEST OF A PILE OF ROCKS ON THE SOUTH SIDE OF THE ROAD.
 FT0369'THE STATION IS A USGS BM BRONZE DISK SET IN A 8 IN CYLINDRICAL
 FT0369'POST PROJECTING 5 IN ABOVE THE GROUND AND IS STAMPED 20 KSM
 FT0369'1946 2131.  DIRECTIONS TO REACH THE STATION MAY BE OBTAINED FROM
 FT0369'RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE
 FT0369'TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0214 ***********************************************************************
 EU0214  DESIGNATION -  20 L
 EU0214  PID         -  EU0214
 EU0214  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0214  USGS QUAD   -  GROMMET (1971)
 EU0214
 EU0214                         *CURRENT SURVEY CONTROL
 EU0214  ___________________________________________________________________
 EU0214* NAD 83(1986)-  34 05 24.     (N)    114 44 04.     (W)     SCALED    
 EU0214* NAVD 88     -       289.83   (+/-2cm)     950.9    (feet)  VERTCON   
 EU0214  ___________________________________________________________________
 EU0214  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EU0214  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0214
 EU0214.The horizontal coordinates were scaled from a topographic map and have
 EU0214.an estimated accuracy of +/- 6 seconds.
 EU0214
 EU0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0214.The vertical order pertains to the NGVD 29 superseded value.
 EU0214
 EU0214.The geoid height was determined by GEOID03.
 EU0214
 EU0214;                    North         East    Units  Estimated Accuracy
 EU0214;SPC CA 5     -   570,340.    2,301,310.      MT  (+/- 180 meters Scaled)
 EU0214
 EU0214                          SUPERSEDED SURVEY CONTROL
 EU0214
 EU0214  NGVD 29 (??/??/??)  289.176  (m)          948.74   (f) ADJUSTED    1 1
 EU0214
 EU0214.Superseded values are not recommended for survey control.
 EU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0214.See file dsdata.txt to determine how the superseded data were derived.
 EU0214
 EU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT090744(NAD 83)
 EU0214_MARKER: Q = CHISELED SQUARE
 EU0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0214_SP_SET: ABUTMENT
 EU0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0214
 EU0214  HISTORY     - Date     Condition        Report By
 EU0214  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0214  HISTORY     - 1930     GOOD             MWDSC
 EU0214  HISTORY     - 1976     GOOD             NGS
 EU0214
 EU0214                          STATION DESCRIPTION
 EU0214
 EU0214'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0214'6.8 MI E FROM RICE.
 EU0214'ABOUT 6-3/4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0214'RAILWAY FROM RICE, SAN BERNARDINO COUNTY, 5 POLES WEST OF
 EU0214'MILEPOST 133-1/2, AT BRIDGE 133 A, AND ON THE NORTH END OF THE
 EU0214'EAST CONCRETE ABUTMENT.  AN OUTLINED SQUARE.
 EU0214
 EU0214                          STATION RECOVERY (1976)
 EU0214
 EU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0214'6.95 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0214'RAILROAD TRACKS LEADING SOUTH AT RICE, 0.35 MILE EAST OF MILEPOST 134,
 EU0214'A CHISELED SQUARE IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF
 EU0214'RAILROAD BRIDGE NUMBER 133 7, 5.5 FT. NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6291 ***********************************************************************
 DH6291  DESIGNATION -  20 LAK 15.29
 DH6291  PID         -  DH6291
 DH6291  STATE/COUNTY-  CA/LAKE
 DH6291  USGS QUAD   -  LUCERNE (1994)
 DH6291
 DH6291                         *CURRENT SURVEY CONTROL
 DH6291  ___________________________________________________________________
 DH6291* NAD 83(2007)-  39 06 44.83749(N)    122 49 12.67933(W)     ADJUSTED  
 DH6291* NAVD 88     -       408.1    (meters)    1339.     (feet)  GPS OBS   
 DH6291  ___________________________________________________________________
 DH6291  EPOCH DATE  -        2007.00
 DH6291  X           -  -2,686,040.821 (meters)                     COMP
 DH6291  Y           -  -4,164,695.976 (meters)                     COMP
 DH6291  Z           -   4,002,250.388 (meters)                     COMP
 DH6291  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 DH6291  ELLIP HEIGHT-         378.728 (meters)          (02/10/07) ADJUSTED
 DH6291  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DH6291
 DH6291  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6291  Type    PID    Designation                      North   East  Ellip
 DH6291  -------------------------------------------------------------------
 DH6291  NETWORK DH6291 20 LAK 15.29                      1.59   1.43   3.02
 DH6291  -------------------------------------------------------------------
 DH6291
 DH6291.The horizontal coordinates were established by GPS observations
 DH6291.and adjusted by the National Geodetic Survey in February 2007.
 DH6291
 DH6291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6291.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6291.The horizontal coordinates are valid at the epoch date displayed above.
 DH6291.The epoch date for horizontal control is a decimal equivalence
 DH6291.of Year/Month/Day.
 DH6291
 DH6291.The orthometric height was determined by GPS observations and a
 DH6291.high-resolution geoid model.
 DH6291
 DH6291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6291
 DH6291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6291
 DH6291.The ellipsoidal height was determined by GPS observations
 DH6291.and is referenced to NAD 83.
 DH6291
 DH6291.The geoid height was determined by GEOID03.
 DH6291
 DH6291;                    North         East     Units Scale Factor Converg.
 DH6291;SPC CA 2     -   660,810.402 1,929,069.614   MT  0.99991479   -0 31 01.6
 DH6291;SPC CA 2     - 2,168,008.79  6,328,955.89   sFT  0.99991479   -0 31 01.6
 DH6291;UTM  10      - 4,329,271.329   515,545.504   MT  0.99960298   +0 06 48.4
 DH6291
 DH6291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6291!SPC CA 2     -   0.99994058  x   0.99991479  =   0.99985538
 DH6291!UTM  10      -   0.99994058  x   0.99960298  =   0.99954359
 DH6291
 DH6291                          SUPERSEDED SURVEY CONTROL
 DH6291
 DH6291  NAD 83(1998)-  39 06 44.83492(N)    122 49 12.67871(W) AD(2004.69) B
 DH6291  ELLIP H (09/28/05)  378.755  (m)                       GP(       ) 4 1
 DH6291
 DH6291.Superseded values are not recommended for survey control.
 DH6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6291.See file dsdata.txt to determine how the superseded data were derived.
 DH6291
 DH6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ1554629271(NAD 83)
 DH6291_MARKER: DD = SURVEY DISK
 DH6291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6291_STAMPING: 020 LAK 15.29
 DH6291_MARK LOGO: CSRC  
 DH6291_PROJECTION: FLUSH
 DH6291_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6291+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6291_ROD/PIPE-DEPTH: 4.6  meters
 DH6291
 DH6291  HISTORY     - Date     Condition        Report By
 DH6291  HISTORY     - 20040828 MONUMENTED       CADT
 DH6291
 DH6291                          STATION DESCRIPTION
 DH6291
 DH6291'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6291'THE STATION IS LOCATED IN  LAKE COUNTY, APPROXIMATELY 1.6 KM (1.0 MI)
 DH6291'SOUTHEASTERLY OF NICE  ALONG HIGHWAY 20 AND 2.4 KM (1.5 MI)
 DH6291'NORTHWESTERLY OF LUCERNE AT THE NORTHEASTERLY  CORNER OF BARTLETT
 DH6291'SPRINGS ROAD.
 DH6291' 
 DH6291'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 29 AND 20
 DH6291'PROCEED 11.3 KM (7.0 MI)  SOUTHEASTERLY ALONG HIGHWAY 20 TO THE
 DH6291'INTERSECTION OF HIGHWAY 20 AND BARTLETT  SPRINGS ROAD AND THE STATION.
 DH6291'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6291'SET IN CONCRETE  FLUSH WITH THE GROUND, 0.9 M EAST OF A STEEL FENCE
 DH6291'POST AND CARSONITE MARKER, 10.7 M  EAST OF THE CENTERLINE OF HIGHWAY
 DH6291'20, 16.7 M NORTHERLY OF THE CENTERLINE OF BARTLETT  SPRINGS ROAD,
 DH6291'122.0 M NORTHWEST OF CULVERT WITH POST MILE MARKER 15.20 ON HIGHWAY
 DH6291'20,   AND 6.0 M EASTERLY OF THE EAST EDGE OF PAVEMENT OF HIGHWAY 20.
 DH6291' 
 DH6291'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6291'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6291'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6291'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6291'EUREKA.
 DH6291' 
 DH6291'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6291'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6290 ***********************************************************************
 DH6290  DESIGNATION -  20 LAK 25.89
 DH6290  PID         -  DH6290
 DH6290  STATE/COUNTY-  CA/LAKE
 DH6290  USGS QUAD   -  CLEARLAKE OAKS (1994)
 DH6290
 DH6290                         *CURRENT SURVEY CONTROL
 DH6290  ___________________________________________________________________
 DH6290* NAD 83(2007)-  39 01 15.37707(N)    122 42 19.79421(W)     ADJUSTED  
 DH6290* NAVD 88     -       438.2    (meters)    1438.     (feet)  GPS OBS   
 DH6290  ___________________________________________________________________
 DH6290  EPOCH DATE  -        2007.00
 DH6290  X           -  -2,681,171.322 (meters)                     COMP
 DH6290  Y           -  -4,175,472.089 (meters)                     COMP
 DH6290  Z           -   3,994,380.477 (meters)                     COMP
 DH6290  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DH6290  ELLIP HEIGHT-         408.639 (meters)          (02/10/07) ADJUSTED
 DH6290  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DH6290
 DH6290  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6290  Type    PID    Designation                      North   East  Ellip
 DH6290  -------------------------------------------------------------------
 DH6290  NETWORK DH6290 20 LAK 25.89                      1.57   1.33   3.04
 DH6290  -------------------------------------------------------------------
 DH6290
 DH6290.The horizontal coordinates were established by GPS observations
 DH6290.and adjusted by the National Geodetic Survey in February 2007.
 DH6290
 DH6290.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6290.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6290.The horizontal coordinates are valid at the epoch date displayed above.
 DH6290.The epoch date for horizontal control is a decimal equivalence
 DH6290.of Year/Month/Day.
 DH6290
 DH6290.The orthometric height was determined by GPS observations and a
 DH6290.high-resolution geoid model.
 DH6290
 DH6290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6290
 DH6290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6290
 DH6290.The ellipsoidal height was determined by GPS observations
 DH6290.and is referenced to NAD 83.
 DH6290
 DH6290.The geoid height was determined by GEOID03.
 DH6290
 DH6290;                    North         East     Units Scale Factor Converg.
 DH6290;SPC CA 2     -   650,568.420 1,938,909.017   MT  0.99991529   -0 26 41.3
 DH6290;SPC CA 2     - 2,134,406.56  6,361,237.33   sFT  0.99991529   -0 26 41.3
 DH6290;UTM  10      - 4,319,141.360   525,493.917   MT  0.99960800   +0 11 07.5
 DH6290
 DH6290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6290!SPC CA 2     -   0.99993589  x   0.99991529  =   0.99985119
 DH6290!UTM  10      -   0.99993589  x   0.99960800  =   0.99954392
 DH6290
 DH6290                          SUPERSEDED SURVEY CONTROL
 DH6290
 DH6290  NAD 83(1998)-  39 01 15.37424(N)    122 42 19.79413(W) AD(2004.69) B
 DH6290  ELLIP H (09/28/05)  408.664  (m)                       GP(       ) 4 1
 DH6290
 DH6290.Superseded values are not recommended for survey control.
 DH6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6290.See file dsdata.txt to determine how the superseded data were derived.
 DH6290
 DH6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ2549419141(NAD 83)
 DH6290_MARKER: DD = SURVEY DISK
 DH6290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6290+WITH SETTING: INFORMATION.
 DH6290_STAMPING: 020 LAK 25.89
 DH6290_MARK LOGO: CSRC  
 DH6290_PROJECTION: FLUSH
 DH6290_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6290+STABILITY: SURFACE MOTION
 DH6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6290+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6290_ROD/PIPE-DEPTH: 1.6  meters
 DH6290
 DH6290  HISTORY     - Date     Condition        Report By
 DH6290  HISTORY     - 20040828 MONUMENTED       CADT
 DH6290
 DH6290                          STATION DESCRIPTION
 DH6290
 DH6290'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6290'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 2.6 KM (1.6
 DH6290'MI) SOUTHEASTERLY OF  GLENHAVEN ALONG U.S. HIGHWAY 20 AND 3.6 KM (2.2
 DH6290'MI) NORTHEASTERLY OF CLEARLAKE OAKS. OFF  OF PINGREE ROAD.
 DH6290' 
 DH6290'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 53 AND 20
 DH6290'PROCEED 8.91 KM  (5.5 MI)  NORTHWESTERLY ALONG HIGHWAY 20 TO PINGREE
 DH6290'ROAD (POST MILE MARKER 26.16). PROCEED 0.32  KM (0.2 MI)
 DH6290'NORTHEASTERLY ON PINGREE ROAD (DIRT) TO PICK ROAD (DIRT).  CONTINUE
 DH6290'NORTHERLY  ON PINGREE 0.16 KM (0.1 MI) TO THE MONUMENT ON THE LEFT.
 DH6290' 
 DH6290'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6290'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6290'POST AND CARSONITE MARKER, 1.4  M NORTHEASTERLY OF A POWER POLE, AND
 DH6290'2.0 M WESTERLY OF THE MIDDLE OF  PINGREE ROAD.
 DH6290' 
 DH6290'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6290'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6290'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6290'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6290'EUREKA.
 DH6290' 
 DH6290'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6290'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6289 ***********************************************************************
 DH6289  DESIGNATION -  20 LAK 37.51
 DH6289  PID         -  DH6289
 DH6289  STATE/COUNTY-  CA/LAKE
 DH6289  USGS QUAD   -  LOWER LAKE (1993)
 DH6289
 DH6289                         *CURRENT SURVEY CONTROL
 DH6289  ___________________________________________________________________
 DH6289* NAD 83(2007)-  38 59 25.69172(N)    122 32 00.08988(W)     ADJUSTED  
 DH6289* NAVD 88     -       313.2    (meters)    1028.     (feet)  GPS OBS   
 DH6289  ___________________________________________________________________
 DH6289  EPOCH DATE  -        2007.00
 DH6289  X           -  -2,669,707.092 (meters)                     COMP
 DH6289  Y           -  -4,185,221.548 (meters)                     COMP
 DH6289  Z           -   3,991,673.164 (meters)                     COMP
 DH6289  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DH6289  ELLIP HEIGHT-         283.547 (meters)          (02/10/07) ADJUSTED
 DH6289  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DH6289
 DH6289  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6289  Type    PID    Designation                      North   East  Ellip
 DH6289  -------------------------------------------------------------------
 DH6289  NETWORK DH6289 20 LAK 37.51                      1.29   1.10   2.78
 DH6289  -------------------------------------------------------------------
 DH6289
 DH6289.The horizontal coordinates were established by GPS observations
 DH6289.and adjusted by the National Geodetic Survey in February 2007.
 DH6289
 DH6289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6289.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6289.The horizontal coordinates are valid at the epoch date displayed above.
 DH6289.The epoch date for horizontal control is a decimal equivalence
 DH6289.of Year/Month/Day.
 DH6289
 DH6289.The orthometric height was determined by GPS observations and a
 DH6289.high-resolution geoid model.
 DH6289
 DH6289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6289
 DH6289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6289
 DH6289.The ellipsoidal height was determined by GPS observations
 DH6289.and is referenced to NAD 83.
 DH6289
 DH6289.The geoid height was determined by GEOID03.
 DH6289
 DH6289;                    North         East     Units Scale Factor Converg.
 DH6289;SPC CA 2     -   647,084.723 1,953,795.037   MT  0.99991602   -0 20 10.6
 DH6289;SPC CA 2     - 2,122,977.13  6,410,075.88   sFT  0.99991602   -0 20 10.6
 DH6289;UTM  10      - 4,315,822.568   540,412.837   MT  0.99962011   +0 17 37.0
 DH6289
 DH6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6289!SPC CA 2     -   0.99995551  x   0.99991602  =   0.99987154
 DH6289!UTM  10      -   0.99995551  x   0.99962011  =   0.99957564
 DH6289
 DH6289                          SUPERSEDED SURVEY CONTROL
 DH6289
 DH6289  NAD 83(1998)-  38 59 25.68916(N)    122 32 00.09054(W) AD(2004.69) B
 DH6289  ELLIP H (09/28/05)  283.565  (m)                       GP(       ) 4 1
 DH6289
 DH6289.Superseded values are not recommended for survey control.
 DH6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6289.See file dsdata.txt to determine how the superseded data were derived.
 DH6289
 DH6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ4041315823(NAD 83)
 DH6289_MARKER: DD = SURVEY DISK
 DH6289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6289+WITH SETTING: INFORMATION.
 DH6289_STAMPING: 020 LAK 37.51
 DH6289_MARK LOGO: CSRC  
 DH6289_PROJECTION: FLUSH
 DH6289_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6289+STABILITY: SURFACE MOTION
 DH6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6289+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6289_ROD/PIPE-DEPTH: 1.4  meters
 DH6289
 DH6289  HISTORY     - Date     Condition        Report By
 DH6289  HISTORY     - 20040828 MONUMENTED       CADT
 DH6289
 DH6289                          STATION DESCRIPTION
 DH6289
 DH6289'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6289'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 15.2 KM (9.4
 DH6289'MI) SOUTHEASTERLY  ALONG HIGHWAY 20 FROM CLEARLAKE OAKS AND 14.6 KM
 DH6289'(9.0 MI) NORTHWESTERLY OF WALKER  RIDGE ROAD.
 DH6289' 
 DH6289'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 53 AND 20
 DH6289'PROCEED  SOUTHEASTERLY 9.9 KM (6.1 MI) TO A TURN-OUT AT POST MILE
 DH6289'37.49  ON THE SOUTHERLY SIDE OF  THE HIGHWAY AND THE MONUMENT.
 DH6289' 
 DH6289'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6289'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTH OF A STEEL FENCE
 DH6289'POST AND CARSONITE MARKER, 5.6 M  SOUTH OF THE CENTERLINE OF HIGHWAY
 DH6289'20, 98.2 M NORTHWESTERLY OF  A CULVERT WITH POST  MILE MARKER 37.44 ON
 DH6289'HIGHWAY 20, 18.2 M NORTHWESTERLY OF A POST MILE MARKER 37.50 ON
 DH6289'HIGHWAY 20, AND 9.6 M SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT OF
 DH6289'HIGHWAY 20.
 DH6289' 
 DH6289'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6289'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6289'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6289'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6289'EUREKA.
 DH6289' 
 DH6289'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6289'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6292 ***********************************************************************
 DH6292  DESIGNATION -  20 LAK 6.34
 DH6292  PID         -  DH6292
 DH6292  STATE/COUNTY-  CA/LAKE
 DH6292  USGS QUAD   -  UPPER LAKE (1991)
 DH6292
 DH6292                         *CURRENT SURVEY CONTROL
 DH6292  ___________________________________________________________________
 DH6292* NAD 83(2007)-  39 10 28.49453(N)    122 57 12.89086(W)     ADJUSTED  
 DH6292* NAVD 88     -       416.1    (meters)    1365.     (feet)  GPS OBS   
 DH6292  ___________________________________________________________________
 DH6292  EPOCH DATE  -        2007.00
 DH6292  X           -  -2,693,364.306 (meters)                     COMP
 DH6292  Y           -  -4,154,782.704 (meters)                     COMP
 DH6292  Z           -   4,007,604.972 (meters)                     COMP
 DH6292  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 DH6292  ELLIP HEIGHT-         386.652 (meters)          (02/10/07) ADJUSTED
 DH6292  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DH6292
 DH6292  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6292  Type    PID    Designation                      North   East  Ellip
 DH6292  -------------------------------------------------------------------
 DH6292  NETWORK DH6292 20 LAK 6.34                       1.29   1.16   2.72
 DH6292  -------------------------------------------------------------------
 DH6292
 DH6292.The horizontal coordinates were established by GPS observations
 DH6292.and adjusted by the National Geodetic Survey in February 2007.
 DH6292
 DH6292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6292.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6292.The horizontal coordinates are valid at the epoch date displayed above.
 DH6292.The epoch date for horizontal control is a decimal equivalence
 DH6292.of Year/Month/Day.
 DH6292
 DH6292.The orthometric height was determined by GPS observations and a
 DH6292.high-resolution geoid model.
 DH6292
 DH6292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6292
 DH6292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6292
 DH6292.The ellipsoidal height was determined by GPS observations
 DH6292.and is referenced to NAD 83.
 DH6292
 DH6292.The geoid height was determined by GEOID03.
 DH6292
 DH6292;                    North         East     Units Scale Factor Converg.
 DH6292;SPC CA 2     -   667,819.240 1,917,606.548   MT  0.99991590   -0 36 04.3
 DH6292;SPC CA 2     - 2,191,003.62  6,291,347.48   sFT  0.99991590   -0 36 04.3
 DH6292;UTM  10      - 4,336,151.431   504,009.624   MT  0.99960020   +0 01 45.6
 DH6292
 DH6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6292!SPC CA 2     -   0.99993934  x   0.99991590  =   0.99985525
 DH6292!UTM  10      -   0.99993934  x   0.99960020  =   0.99953956
 DH6292
 DH6292                          SUPERSEDED SURVEY CONTROL
 DH6292
 DH6292  NAD 83(1998)-  39 10 28.49202(N)    122 57 12.88987(W) AD(2004.69) B
 DH6292  ELLIP H (09/28/05)  386.670  (m)                       GP(       ) 4 1
 DH6292
 DH6292.Superseded values are not recommended for survey control.
 DH6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6292.See file dsdata.txt to determine how the superseded data were derived.
 DH6292
 DH6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ0401036151(NAD 83)
 DH6292_MARKER: DD = SURVEY DISK
 DH6292_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6292+WITH SETTING: INFORMATION.
 DH6292_STAMPING: 20 LAK 06.34
 DH6292_MARK LOGO: CSRC  
 DH6292_PROJECTION: FLUSH
 DH6292_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6292+STABILITY: SURFACE MOTION
 DH6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6292+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6292_ROD/PIPE-DEPTH: 1.4  meters
 DH6292
 DH6292  HISTORY     - Date     Condition        Report By
 DH6292  HISTORY     - 20040828 MONUMENTED       CADT
 DH6292
 DH6292                          STATION DESCRIPTION
 DH6292
 DH6292'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6292'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 1.3 KM (0.8 MI)
 DH6292'SOUTHEASTERLY OF  WITTER SPRINGS ROAD ALONG HIGHWAY 20 AND 4.1 KM (2.5
 DH6292'MI) NORTHWESTERLY OF UPPER LAKE.
 DH6292' 
 DH6292'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 29  AND
 DH6292'20 PROCEED  NORTHWESTERLY 3.2 KM (2.0 MI) ALONG HIGHWAY 20 TO POSTMILE
 DH6292'6.37 AND THE STATION ON THE  RIGHT.
 DH6292' 
 DH6292'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6292'SET IN CONCRETE  FLUSH WITH THE GROUND.  THE  STATION IS 20.8 M
 DH6292'NORTHEAST OF THE CENTERLINE OF HIGHWAY  20, 0.9 M NORTHEAST OF  A
 DH6292'STEEL FENCE POST AND CARSONITE MARKER,  45 M SOUTHEAST OF A  CULVERT
 DH6292'AT POST MILE MARKER 6.37,  AND 14.0 M NORTHEAST OF THE NORTH EDGE OF
 DH6292'PAVEMENT  OF HIGHWAY 20.
 DH6292' 
 DH6292'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6292'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6292'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6292'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6292'EUREKA.
 DH6292' 
 DH6292'THIS STATION WAS OCCUPPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6292'MODERNIZATION  PROJECT OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0138 ***********************************************************************
 EV0138  DESIGNATION -  20 LC
 EV0138  PID         -  EV0138
 EV0138  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0138  USGS QUAD   -  WILD CROSSING (1993)
 EV0138
 EV0138                         *CURRENT SURVEY CONTROL
 EV0138  ___________________________________________________________________
 EV0138* NAD 83(1986)-  34 47 33.     (N)    117 19 49.     (W)     SCALED    
 EV0138* NAVD 88     -       802.03   (+/-2cm)    2631.3    (feet)  VERTCON   
 EV0138  ___________________________________________________________________
 EV0138  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV0138  VERT ORDER  -  THIRD (See Below)
 EV0138
 EV0138.The horizontal coordinates were scaled from a topographic map and have
 EV0138.an estimated accuracy of +/- 6 seconds.
 EV0138
 EV0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0138.The vertical order pertains to the NGVD 29 superseded value.
 EV0138
 EV0138.The geoid height was determined by GEOID03.
 EV0138
 EV0138;                    North         East    Units  Estimated Accuracy
 EV0138;SPC CA 5     -   643,580.    2,061,290.      MT  (+/- 180 meters Scaled)
 EV0138
 EV0138                          SUPERSEDED SURVEY CONTROL
 EV0138
 EV0138  NGVD 29 (??/??/??)  801.22   (m)         2628.7    (f) RESET       3  
 EV0138
 EV0138.Superseded values are not recommended for survey control.
 EV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0138.See file dsdata.txt to determine how the superseded data were derived.
 EV0138
 EV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU697500(NAD 83)
 EV0138_MARKER: DD = SURVEY DISK
 EV0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0138_STAMPING: 20LC 2628 1953
 EV0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0138+STABILITY: SURFACE MOTION
 EV0138
 EV0138  HISTORY     - Date     Condition        Report By
 EV0138  HISTORY     - 1953     MONUMENTED       USGS
 EV0138  HISTORY     - 1956     GOOD             NGS
 EV0138  HISTORY     - 1961     GOOD             USGS
 EV0138
 EV0138                          STATION DESCRIPTION
 EV0138
 EV0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0138'3.8 M N FROM HELENDALE.
 EV0138'3.8 MILES NORTH ALONG HARPER LAKE ROAD FROM THE HELENDALE SCHOOL
 EV0138'AT HELENDALE, 2.0 MILES SOUTH OF A T JUNCTION OF A GRADED ROAD
 EV0138'LEADING EAST TO THE HELENDALE AIRPORT, ABOUT 0.3 MILE SOUTH OF THE
 EV0138'SUMMIT OF A GRADE, 18 FEET WEST OF THE CENTER LINE OF THE
 EV0138'ROAD, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 EV0138'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV0138'0.2 FOOT ABOVE THE GROUND.
 EV0138
 EV0138                          STATION RECOVERY (1961)
 EV0138
 EV0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EV0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0215 ***********************************************************************
 EU0215  DESIGNATION -  20 M
 EU0215  PID         -  EU0215
 EU0215  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0215  USGS QUAD   -  GROMMET (1971)
 EU0215
 EU0215                         *CURRENT SURVEY CONTROL
 EU0215  ___________________________________________________________________
 EU0215* NAD 83(1992)-  34 06 02.49783(N)    114 42 24.38628(W)     ADJUSTED  
 EU0215* NAVD 88     -       290.50   (+/-2cm)     953.1    (feet)  VERTCON   
 EU0215  ___________________________________________________________________
 EU0215  EPOCH DATE  -        1991.35
 EU0215  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 EU0215  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EU0215  HORZ ORDER  -  SECOND
 EU0215  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0215
 EU0215.The horizontal coordinates were established by classical geodetic methods
 EU0215.and adjusted by the National Geodetic Survey in June 1996.
 EU0215.The horizontal coordinates are valid at the epoch date displayed above.
 EU0215.The epoch date for horizontal control is a decimal equivalence
 EU0215.of Year/Month/Day.
 EU0215
 EU0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0215.The vertical order pertains to the NGVD 29 superseded value.
 EU0215
 EU0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0215
 EU0215.The geoid height was determined by GEOID03.
 EU0215
 EU0215;                    North         East     Units Scale Factor Converg.
 EU0215;SPC CA 5     -   571,610.001 2,303,825.932   MT  0.99998609   +1 52 37.8
 EU0215;SPC CA 5     - 1,875,357.14  7,558,468.91   sFT  0.99998609   +1 52 37.8
 EU0215;UTM  11      - 3,775,695.059   711,545.388   MT  1.00015168   +1 17 10.2
 EU0215
 EU0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0215!SPC CA 5     -   0.99995938  x   0.99998609  =   0.99994547
 EU0215!UTM  11      -   0.99995938  x   1.00015168  =   1.00011105
 EU0215
 EU0215                          SUPERSEDED SURVEY CONTROL
 EU0215
 EU0215  NAD 83(1992)-  34 06 02.49730(N)    114 42 24.38726(W) AD(1984.00) 2
 EU0215  NAD 83(1986)-  34 06 02.49986(N)    114 42 24.39291(W) AD(1984.00) 2
 EU0215  NAD 27      -  34 06 02.44695(N)    114 42 21.51599(W) AD(       ) 2
 EU0215  NGVD 29 (??/??/??)  289.843  (m)          950.93   (f) ADJUSTED    1 1
 EU0215
 EU0215.Superseded values are not recommended for survey control.
 EU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0215.See file dsdata.txt to determine how the superseded data were derived.
 EU0215
 EU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT1154575695(NAD 83)
 EU0215_MARKER: P = PIPE CAP
 EU0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0215_STAMPING: 20 M
 EU0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0215
 EU0215  HISTORY     - Date     Condition        Report By
 EU0215  HISTORY     - 1973     MONUMENTED       MWDSC
 EU0215  HISTORY     - 1974     GOOD
 EU0215  HISTORY     - 1974     GOOD
 EU0215  HISTORY     - 1976     GOOD             NGS
 EU0215
 EU0215                          STATION DESCRIPTION
 EU0215
 EU0215'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1973 (RH)
 EU0215'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION RIVAL (CADH)
 EU0215'
 EU0215'STATION IS LOCATED ABOUT 9 MILES EAST OF RICE, 11 MILES WEST
 EU0215'OF VIDAL AND ON THE NORTH SIDE OF CALIFORNIA HIGHWAY 62.
 EU0215'
 EU0215'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA HIGHWAY
 EU0215'62 AND CALIFORNIA HIGHWAY 95 AT VIDAL JUNCTION, GO WEST ON
 EU0215'CALIFORNIA HIGHWAY 62 FOR 10.0 MILES TO THE STATION ON THE RIGHT.
 EU0215'
 EU0215'STATION IS A BRASS PIN WELDED TO STEEL BOLT STAMPED 20 MM - M
 EU0215'IN SQUARE CONCRETE POST 138 FT NORTH CENTERLINE CALIFORNIA
 EU0215'HIGHWAY 62, 116 FT SOUTH A.T. AND S.F. MAIN LINE RAILROAD TRACK
 EU0215'AND 2 FT HIGHER THAN CENTERLINE CALIFORNIA HIGHWAY 62.
 EU0215'
 EU0215'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EU0215
 EU0215                          STATION RECOVERY (1974)
 EU0215
 EU0215'RECOVERED 1974
 EU0215'8.5 MI E FROM RICE.
 EU0215'ABOUT 8-1/2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0215'RAILWAY FROM RICE, SAN BERNARDINO COUNTY, ABOUT 1600 FEET WEST
 EU0215'OF THE STATION AT GROMMET, 2 POLES EAST OF MILEPOST 132, 120
 EU0215'FEET SOUTH OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 EU0215'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0215'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET
 EU0215'IN CONCRETE AND SURROUNDED BY A FENCE.  NOTE-- STAMPED 20 MMM.
 EU0215
 EU0215                          STATION RECOVERY (1974)
 EU0215
 EU0215'RECOVERED 1974
 EU0215'RECOVERED IN GOOD CONDITION.
 EU0215
 EU0215                          STATION RECOVERY (1976)
 EU0215
 EU0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0215'8.75 MILES EAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF
 EU0215'RAILROAD TRACKS LEADING SOUTH AT RICE, 0.1 MILE EAST OF MILEPOST 132,
 EU0215'138 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 62, 114 FT. SOUTH OF
 EU0215'THE SOUTH RAIL, 175 FT. SOUTHEAST OF THE SOUTH END OF A 30 INCH METAL
 EU0215'PIPE CULVERT UNDER RAILROAD, 0.15 MILE WEST OF A RAILROAD LOADING RAMP
 EU0215'AT GROMMET, A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE SET IN
 EU0215'CONCRETE AND PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6329 ***********************************************************************
 DH6329  DESIGNATION -  20 MEN 17.19
 DH6329  PID         -  DH6329
 DH6329  STATE/COUNTY-  CA/MENDOCINO
 DH6329  USGS QUAD   -  COMPTCHE (1991)
 DH6329
 DH6329                         *CURRENT SURVEY CONTROL
 DH6329  ___________________________________________________________________
 DH6329* NAD 83(2007)-  39 21 09.15234(N)    123 33 31.06233(W)     ADJUSTED  
 DH6329* NAVD 88     -       102.8    (meters)     337.     (feet)  GPS OBS   
 DH6329  ___________________________________________________________________
 DH6329  EPOCH DATE  -        2007.00
 DH6329  X           -  -2,730,041.153 (meters)                     COMP
 DH6329  Y           -  -4,115,486.269 (meters)                     COMP
 DH6329  Z           -   4,022,703.465 (meters)                     COMP
 DH6329  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 DH6329  ELLIP HEIGHT-          72.259 (meters)          (02/10/07) ADJUSTED
 DH6329  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DH6329
 DH6329  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6329  Type    PID    Designation                      North   East  Ellip
 DH6329  -------------------------------------------------------------------
 DH6329  NETWORK DH6329 20 MEN 17.19                      1.72   1.67   4.43
 DH6329  -------------------------------------------------------------------
 DH6329
 DH6329.The horizontal coordinates were established by GPS observations
 DH6329.and adjusted by the National Geodetic Survey in February 2007.
 DH6329
 DH6329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6329.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6329.The horizontal coordinates are valid at the epoch date displayed above.
 DH6329.The epoch date for horizontal control is a decimal equivalence
 DH6329.of Year/Month/Day.
 DH6329
 DH6329.The orthometric height was determined by GPS observations and a
 DH6329.high-resolution geoid model.
 DH6329
 DH6329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6329
 DH6329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6329
 DH6329.The ellipsoidal height was determined by GPS observations
 DH6329.and is referenced to NAD 83.
 DH6329
 DH6329.The geoid height was determined by GEOID03.
 DH6329
 DH6329;                    North         East     Units Scale Factor Converg.
 DH6329;SPC CA 2     -   688,294.597 1,865,670.789   MT  0.99992557   -0 58 57.6
 DH6329;SPC CA 2     - 2,258,179.86  6,120,954.91   sFT  0.99992557   -0 58 57.6
 DH6329;UTM  10      - 4,356,048.555   451,868.197   MT  0.99962852   -0 21 15.2
 DH6329
 DH6329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6329!SPC CA 2     -   0.99998866  x   0.99992557  =   0.99991423
 DH6329!UTM  10      -   0.99998866  x   0.99962852  =   0.99961719
 DH6329
 DH6329                          SUPERSEDED SURVEY CONTROL
 DH6329
 DH6329  NAD 83(1998)-  39 21 09.15002(N)    123 33 31.06050(W) AD(2004.69) B
 DH6329  ELLIP H (09/28/05)   72.287  (m)                       GP(       ) 4 1
 DH6329
 DH6329.Superseded values are not recommended for survey control.
 DH6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6329.See file dsdata.txt to determine how the superseded data were derived.
 DH6329
 DH6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5186856049(NAD 83)
 DH6329_MARKER: DD = SURVEY DISK
 DH6329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6329_STAMPING: 020 MEN 17.19
 DH6329_MARK LOGO: CSRC  
 DH6329_PROJECTION: FLUSH
 DH6329_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6329+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6329_ROD/PIPE-DEPTH: 4.0  meters
 DH6329
 DH6329  HISTORY     - Date     Condition        Report By
 DH6329  HISTORY     - 20040828 MONUMENTED       CADT
 DH6329
 DH6329                          STATION DESCRIPTION
 DH6329
 DH6329'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6329'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 27.84 KM
 DH6329'(17.19 MI)  SOUTHEASTERLY ALONG U.S. HIGHWAY 20 FROM FORT BRAGG AND
 DH6329'25.9 KM (16.0 MI)  NORTHWESTERLY OF WILLITTS.
 DH6329' 
 DH6329'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20
 DH6329'PROCEED 27.84 KM (17.19  MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO THE
 DH6329'PARKING LOT AT CAMP 20 ON THE  SOUTHWESTERLY SIDE OF HIGHWAY 20. THE
 DH6329'MONUMENT IS IN A DIRT PARKWAY BETWEEN  HIGHWAY  20  AND THE PAVED
 DH6329'PARKING  LOT.
 DH6329' 
 DH6329'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6329'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M SOUTHWEST A STEEL FENCE
 DH6329'POST AND CARSONITE MARKER,  14.6 M SOUTH OF THE CENTERLINE OF HIGHWAY
 DH6329'20,  AND 10.2 M SOUTHWESTERLY OF THE  SOUTHEASTERLY CORNER OF 2.0M X
 DH6329'6.0 M X  0.7M HIGH ROCK WALL WITH A WOODEN SIGN 'CAMP 20  RECREATION
 DH6329'AREA'.
 DH6329' 
 DH6329'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6329'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6329'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6329'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6329'EUREKA.
 DH6329' 
 DH6329'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6329'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6328 ***********************************************************************
 DH6328  DESIGNATION -  20 MEN 32.05
 DH6328  PID         -  DH6328
 DH6328  STATE/COUNTY-  CA/MENDOCINO
 DH6328  USGS QUAD   -  WILLITS (1991)
 DH6328
 DH6328                         *CURRENT SURVEY CONTROL
 DH6328  ___________________________________________________________________
 DH6328* NAD 83(2007)-  39 24 20.10341(N)    123 22 22.50203(W)     ADJUSTED  
 DH6328* NAVD 88     -       439.6    (meters)    1442.     (feet)  GPS OBS   
 DH6328  ___________________________________________________________________
 DH6328  EPOCH DATE  -        2007.00
 DH6328  X           -  -2,714,775.613 (meters)                     COMP
 DH6328  Y           -  -4,121,411.040 (meters)                     COMP
 DH6328  Z           -   4,027,469.622 (meters)                     COMP
 DH6328  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DH6328  ELLIP HEIGHT-         409.713 (meters)          (02/10/07) ADJUSTED
 DH6328  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DH6328
 DH6328  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6328  Type    PID    Designation                      North   East  Ellip
 DH6328  -------------------------------------------------------------------
 DH6328  NETWORK DH6328 20 MEN 32.05                      1.27   1.10   3.68
 DH6328  -------------------------------------------------------------------
 DH6328
 DH6328.The horizontal coordinates were established by GPS observations
 DH6328.and adjusted by the National Geodetic Survey in February 2007.
 DH6328
 DH6328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6328.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6328.The horizontal coordinates are valid at the epoch date displayed above.
 DH6328.The epoch date for horizontal control is a decimal equivalence
 DH6328.of Year/Month/Day.
 DH6328
 DH6328.The orthometric height was determined by GPS observations and a
 DH6328.high-resolution geoid model.
 DH6328
 DH6328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6328
 DH6328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6328
 DH6328.The ellipsoidal height was determined by GPS observations
 DH6328.and is referenced to NAD 83.
 DH6328
 DH6328.The geoid height was determined by GEOID03.
 DH6328
 DH6328;                    North         East     Units Scale Factor Converg.
 DH6328;SPC CA 2     -   693,924.212 1,881,763.823   MT  0.99993032   -0 51 56.1
 DH6328;SPC CA 2     - 2,276,649.69  6,173,753.48   sFT  0.99993032   -0 51 56.1
 DH6328;UTM  10      - 4,361,852.605   467,893.563   MT  0.99961269   -0 14 12.2
 DH6328
 DH6328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6328!SPC CA 2     -   0.99993572  x   0.99993032  =   0.99986605
 DH6328!UTM  10      -   0.99993572  x   0.99961269  =   0.99954844
 DH6328
 DH6328                          SUPERSEDED SURVEY CONTROL
 DH6328
 DH6328  NAD 83(1998)-  39 24 20.10095(N)    123 22 22.50082(W) AD(2004.69) B
 DH6328  ELLIP H (09/28/05)  409.749  (m)                       GP(       ) 4 1
 DH6328
 DH6328.Superseded values are not recommended for survey control.
 DH6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6328.See file dsdata.txt to determine how the superseded data were derived.
 DH6328
 DH6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ6789461853(NAD 83)
 DH6328_MARKER: DD = SURVEY DISK
 DH6328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6328+WITH SETTING: INFORMATION.
 DH6328_STAMPING: 020 MEN 32.05
 DH6328_MARK LOGO: CSRC  
 DH6328_PROJECTION: FLUSH
 DH6328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6328+STABILITY: SURFACE MOTION
 DH6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6328+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6328_ROD/PIPE-DEPTH: 1.5  meters
 DH6328
 DH6328  HISTORY     - Date     Condition        Report By
 DH6328  HISTORY     - 20040828 MONUMENTED       CADT
 DH6328
 DH6328                          STATION DESCRIPTION
 DH6328
 DH6328'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6328'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 1.86 KM
 DH6328'(1.15 MI)  NORTHWESTERLY  ALONG U.S.HIGHWAY 20 FROM WILLITTS AND 51.92
 DH6328'KM (32.05 MI) SOUTHEASTERLY  FROM FORT BRAGG.
 DH6328' 
 DH6328'TO REACH THE STATION FROM THE INTERSECTION OF OF HIGHWAYS 101 AND 20
 DH6328'PROCEED 1.78 KM  (1.1 MI) NORTHWESTERLY ALONG HIGHWAY 20 TO WILLITTS
 DH6328''CEMETARY ROAD' TO THE NORTHEAST.   CONTINUE 0.05 MILES ALONG HIGHWAY
 DH6328'20 TO POST MILE 32.05 AND THE STATION ON THE RIGHT.
 DH6328' 
 DH6328'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6328'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTHWEST OF  A STEEL
 DH6328'FENCE POST AND CARSONITE MARKER,  12.0 M SOUTHWEST OF THE CENTERLINE
 DH6328'OF HIGHWAY 20,  76.2 M SOUTHEASTERLY   A CULVERT AT  POST MILE MARKER
 DH6328'32.11, APPROXIMATELY 81 M SOUTHEAST OF THE CENTERLINE OF WILLITTS
 DH6328'CEMETARY ROAD,  AND 8.3 M SOUTHWESTERLY OF THE EDGE OF PAVEMENT OF
 DH6328'HIGHWAY 20.
 DH6328' 
 DH6328'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6328'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6328'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6328'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6328'EUREKA.
 DH6328' 
 DH6328'THIS STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6328'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6534 ***********************************************************************
 DH6534  DESIGNATION -  20 MEN 38.05
 DH6534  PID         -  DH6534
 DH6534  STATE/COUNTY-  CA/MENDOCINO
 DH6534  USGS QUAD   -  
 DH6534
 DH6534                         *CURRENT SURVEY CONTROL
 DH6534  ___________________________________________________________________
 DH6534* NAD 83(2007)-  39 14 45.17345(N)    123 07 33.56727(W)     ADJUSTED  
 DH6534* NAVD 88     -       261.2    (meters)     857.     (feet)  GPS OBS   
 DH6534  ___________________________________________________________________
 DH6534  EPOCH DATE  -        2007.00
 DH6534  X           -  -2,703,053.897 (meters)                     COMP
 DH6534  Y           -  -4,142,367.609 (meters)                     COMP
 DH6534  Z           -   4,013,640.464 (meters)                     COMP
 DH6534  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 DH6534  ELLIP HEIGHT-         231.462 (meters)          (02/10/07) ADJUSTED
 DH6534  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DH6534
 DH6534  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6534  Type    PID    Designation                      North   East  Ellip
 DH6534  -------------------------------------------------------------------
 DH6534  NETWORK DH6534 20 MEN 38.05                      2.10   1.94   3.68
 DH6534  -------------------------------------------------------------------
 DH6534
 DH6534.The horizontal coordinates were established by GPS observations
 DH6534.and adjusted by the National Geodetic Survey in February 2007.
 DH6534
 DH6534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6534.The horizontal coordinates are valid at the epoch date displayed above.
 DH6534.The epoch date for horizontal control is a decimal equivalence
 DH6534.of Year/Month/Day.
 DH6534
 DH6534.The orthometric height was determined by GPS observations and a
 DH6534.high-resolution geoid model.
 DH6534
 DH6534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6534
 DH6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6534
 DH6534.The ellipsoidal height was determined by GPS observations
 DH6534.and is referenced to NAD 83.
 DH6534
 DH6534.The geoid height was determined by GEOID03.
 DH6534
 DH6534;                    North         East     Units Scale Factor Converg.
 DH6534;SPC CA 2     -   675,904.077 1,902,808.348   MT  0.99991862   -0 42 35.6
 DH6534;SPC CA 2     - 2,217,528.63  6,242,797.06   sFT  0.99991862   -0 42 35.6
 DH6534;UTM  10      - 4,344,070.458   489,128.085   MT  0.99960146   -0 04 46.9
 DH6534
 DH6534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6534!SPC CA 2     -   0.99996369  x   0.99991862  =   0.99988231
 DH6534!UTM  10      -   0.99996369  x   0.99960146  =   0.99956516
 DH6534
 DH6534                          SUPERSEDED SURVEY CONTROL
 DH6534
 DH6534  NAD 83(1998)-  39 14 45.17130(N)    123 07 33.56567(W) AD(2004.69) B
 DH6534  ELLIP H (09/28/05)  231.484  (m)                       GP(       ) 4 1
 DH6534
 DH6534.Superseded values are not recommended for survey control.
 DH6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6534.See file dsdata.txt to determine how the superseded data were derived.
 DH6534
 DH6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ8912844070(NAD 83)
 DH6534_MARKER: DD = SURVEY DISK
 DH6534_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6534+WITH SETTING: INFORMATION.
 DH6534_STAMPING: 020 MEN 38.05
 DH6534_MARK LOGO: CSRC  
 DH6534_PROJECTION: FLUSH
 DH6534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6534+STABILITY: SURFACE MOTION
 DH6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6534+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6534_ROD/PIPE-DEPTH: 1.2  meters
 DH6534
 DH6534  HISTORY     - Date     Condition        Report By
 DH6534  HISTORY     - 20040828 MONUMENTED       CADT
 DH6534
 DH6534                          STATION DESCRIPTION
 DH6534
 DH6534'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6534'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 7.84 KM
 DH6534'(4.84 MI)  SOUTHEASTERLY ALONG U.S. HIGHWAY 20 FROM CALPELLA  AND 11.7
 DH6534'KM (7.2 MI) SOTHWESTERLY OF  POTTER VALLEY.
 DH6534' 
 DH6534'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 20
 DH6534'PROCEED 7.84 KM (4.84  MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO THE
 DH6534'INTERSECTION OF POTTER VALLEY ROAD AND THE  STATION ON THE LEFT IN THE
 DH6534'DIRT MEDIAN.
 DH6534' 
 DH6534'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6534'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 METERS NORTHEASTERLY OF A
 DH6534'STEEL FENCE POST AND CARSONITE  MARKER,  22.2 METERS NORTHERLY OF THE
 DH6534'CENTERLINE OF HIGHWAY 20, 14.9 METERS  WESTERLY OF THE CENTERLINE OF
 DH6534'POTTER VALLEY ROAD, AND 1.4 METERS EAST OF A CAL DOT  BRASS DISK IN
 DH6534'CONCRETE BEARS.
 DH6534' 
 DH6534'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6534'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6534'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6534'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6534'EUREKA.
 DH6534' 
 DH6534'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6534'MODERNIZATION  PROJECT OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6312 ***********************************************************************
 DH6312  DESIGNATION -  20 MEN 4.08
 DH6312  PID         -  DH6312
 DH6312  STATE/COUNTY-  CA/MENDOCINO
 DH6312  USGS QUAD   -  NOYO HILL (1991)
 DH6312
 DH6312                         *CURRENT SURVEY CONTROL
 DH6312  ___________________________________________________________________
 DH6312* NAD 83(2007)-  39 24 11.91396(N)    123 44 23.31057(W)     ADJUSTED  
 DH6312* NAVD 88     -       182.2    (meters)     598.     (feet)  GPS OBS   
 DH6312  ___________________________________________________________________
 DH6312  EPOCH DATE  -        2007.00
 DH6312  X           -  -2,741,089.151 (meters)                     COMP
 DH6312  Y           -  -4,103,909.891 (meters)                     COMP
 DH6312  Z           -   4,027,110.329 (meters)                     COMP
 DH6312  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 DH6312  ELLIP HEIGHT-         151.148 (meters)          (02/10/07) ADJUSTED
 DH6312  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DH6312
 DH6312  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6312  Type    PID    Designation                      North   East  Ellip
 DH6312  -------------------------------------------------------------------
 DH6312  NETWORK DH6312 20 MEN 4.08                       1.94   1.80   4.31
 DH6312  -------------------------------------------------------------------
 DH6312
 DH6312.The horizontal coordinates were established by GPS observations
 DH6312.and adjusted by the National Geodetic Survey in February 2007.
 DH6312
 DH6312.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6312.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6312.The horizontal coordinates are valid at the epoch date displayed above.
 DH6312.The epoch date for horizontal control is a decimal equivalence
 DH6312.of Year/Month/Day.
 DH6312
 DH6312.The orthometric height was determined by GPS observations and a
 DH6312.high-resolution geoid model.
 DH6312
 DH6312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6312
 DH6312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6312
 DH6312.The ellipsoidal height was determined by GPS observations
 DH6312.and is referenced to NAD 83.
 DH6312
 DH6312.The geoid height was determined by GEOID03.
 DH6312
 DH6312;                    North         East     Units Scale Factor Converg.
 DH6312;SPC CA 2     -   694,212.831 1,850,165.620   MT  0.99993010   -1 05 48.8
 DH6312;SPC CA 2     - 2,277,596.60  6,070,085.04   sFT  0.99993010   -1 05 48.8
 DH6312;UTM  10      - 4,361,794.862   436,303.606   MT  0.99964995   -0 28 10.7
 DH6312
 DH6312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6312!SPC CA 2     -   0.99997629  x   0.99993010  =   0.99990639
 DH6312!UTM  10      -   0.99997629  x   0.99964995  =   0.99962625
 DH6312
 DH6312                          SUPERSEDED SURVEY CONTROL
 DH6312
 DH6312  NAD 83(1998)-  39 24 11.91152(N)    123 44 23.30866(W) AD(2004.69) B
 DH6312  ELLIP H (09/28/05)  151.173  (m)                       GP(       ) 4 1
 DH6312
 DH6312.Superseded values are not recommended for survey control.
 DH6312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6312.See file dsdata.txt to determine how the superseded data were derived.
 DH6312
 DH6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3630461795(NAD 83)
 DH6312_MARKER: DD = SURVEY DISK
 DH6312_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6312_STAMPING: 020 MEN 4.08
 DH6312_MARK LOGO: CSRC  
 DH6312_PROJECTION: FLUSH
 DH6312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6312+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 DH6312_ROD/PIPE-DEPTH: 5.5  meters
 DH6312
 DH6312  HISTORY     - Date     Condition        Report By
 DH6312  HISTORY     - 20040920 MONUMENTED       CADT
 DH6312
 DH6312                          STATION DESCRIPTION
 DH6312
 DH6312'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6312'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY  6.5 KM
 DH6312'(4.0 MI) SOUTHEASTERLY  ALONG U.S. HIGHWAY 20 FROM FORT BRAGG AND 50.5
 DH6312'KM (31.2 MI) NORTHWESTERLY OF WILLITTS.
 DH6312' 
 DH6312'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20
 DH6312'PROCEED 6.56 KM (4.05 MI)   SOUTHEASTERLY ALONG HIGHWAY 20 TO POST
 DH6312'MILE 4.08,  TO THE STATION AND A DRIVEWAY ON THE  LEFT.    THE STATION
 DH6312'IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER SET IN
 DH6312'CONCRETE  FLUSH WITH THE GROUND. 3.5 M SOUTHWEST OF A STEEL FENCE POST
 DH6312'AND CARSONITE MARKER,  13.7 M NORTHEASTERLY OF THE CENTERLINE OF
 DH6312'HIGHWAY 20, 50.3 M SOUTHEASTERLY OF THE  CENTERLINE OF THE DRIVEWAY,
 DH6312'26.6 M NORTHERLY OF A 1.4 M DIA. REDWOOD TREE, 28.7 M  NORTHEASTERLY
 DH6312'OF  A 1.8 M DIA. REDWOOD TREE,  AND 9.8 M NORTHEASTERLY OF THE EDGE OF
 DH6312'PAVEMENT OF HIGHWAY 20.
 DH6312' 
 DH6312'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6312'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6312'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6312'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6312'EUREKA.
 DH6312' 
 DH6312'THE STATION WAS OCCUIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6312'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6535 ***********************************************************************
 DH6535  DESIGNATION -  20 MEN 41.01
 DH6535  PID         -  DH6535
 DH6535  STATE/COUNTY-  CA/MENDOCINO
 DH6535  USGS QUAD   -  COW MOUNTAIN (1975)
 DH6535
 DH6535                         *CURRENT SURVEY CONTROL
 DH6535  ___________________________________________________________________
 DH6535* NAD 83(2007)-  39 13 12.67827(N)    123 04 59.88231(W)     ADJUSTED  
 DH6535* NAVD 88     -       302.2    (meters)     991.     (feet)  GPS OBS   
 DH6535  ___________________________________________________________________
 DH6535  EPOCH DATE  -        2007.00
 DH6535  X           -  -2,700,968.945 (meters)                     COMP
 DH6535  Y           -  -4,145,918.843 (meters)                     COMP
 DH6535  Z           -   4,011,456.947 (meters)                     COMP
 DH6535  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 DH6535  ELLIP HEIGHT-         272.599 (meters)          (02/10/07) ADJUSTED
 DH6535  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DH6535
 DH6535  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6535  Type    PID    Designation                      North   East  Ellip
 DH6535  -------------------------------------------------------------------
 DH6535  NETWORK DH6535 20 MEN 41.01                      2.14   1.88   3.67
 DH6535  -------------------------------------------------------------------
 DH6535
 DH6535.The horizontal coordinates were established by GPS observations
 DH6535.and adjusted by the National Geodetic Survey in February 2007.
 DH6535
 DH6535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6535.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6535.The horizontal coordinates are valid at the epoch date displayed above.
 DH6535.The epoch date for horizontal control is a decimal equivalence
 DH6535.of Year/Month/Day.
 DH6535
 DH6535.The orthometric height was determined by GPS observations and a
 DH6535.high-resolution geoid model.
 DH6535
 DH6535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6535
 DH6535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6535
 DH6535.The ellipsoidal height was determined by GPS observations
 DH6535.and is referenced to NAD 83.
 DH6535
 DH6535.The geoid height was determined by GEOID03.
 DH6535
 DH6535;                    North         East     Units Scale Factor Converg.
 DH6535;SPC CA 2     -   673,007.276 1,906,459.048   MT  0.99991746   -0 40 58.8
 DH6535;SPC CA 2     - 2,208,024.70  6,254,774.39   sFT  0.99991746   -0 40 58.8
 DH6535;UTM  10      - 4,341,214.895   492,809.261   MT  0.99960064   -0 03 09.6
 DH6535
 DH6535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6535!SPC CA 2     -   0.99995723  x   0.99991746  =   0.99987470
 DH6535!UTM  10      -   0.99995723  x   0.99960064  =   0.99955789
 DH6535
 DH6535                          SUPERSEDED SURVEY CONTROL
 DH6535
 DH6535  NAD 83(1998)-  39 13 12.67611(N)    123 04 59.88072(W) AD(2004.69) B
 DH6535  ELLIP H (09/28/05)  272.620  (m)                       GP(       ) 4 1
 DH6535
 DH6535.Superseded values are not recommended for survey control.
 DH6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6535.See file dsdata.txt to determine how the superseded data were derived.
 DH6535
 DH6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ9280941215(NAD 83)
 DH6535_MARKER: DD = SURVEY DISK
 DH6535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6535_STAMPING: 020 MEN 41.01
 DH6535_MARK LOGO: CSRC  
 DH6535_PROJECTION: FLUSH
 DH6535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6535+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6535_ROD/PIPE-DEPTH: 3.9  meters
 DH6535
 DH6535  HISTORY     - Date     Condition        Report By
 DH6535  HISTORY     - 20040828 MONUMENTED       CADT
 DH6535
 DH6535                          STATION DESCRIPTION
 DH6535
 DH6535'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6535'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXMATELY 12.61 KM
 DH6535'(7.79MI)  SOUTHEASTERLY ALONG U.S.HIGHWAY 20 FROM CALPELLA AND 1.9 KM
 DH6535'(1.2 MI) NORTHWESTERLY OF  THE MENDOCINO AND LAKE COUNTY LINE.
 DH6535' 
 DH6535'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND HIGHWAY
 DH6535'20 PROCEED  SOUTHEASTERLY 12.61 KM (7.79 MI) ALONG HIGHWAY 20 TO POST
 DH6535'MILE 41.01 AND THE STATION ON  THE LEFT.
 DH6535' 
 DH6535'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6535'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M NORTHEASTERLY OF  A
 DH6535'STEEL FENCE POST AND CARSONITE  MARKER, 14.9 M NORTHEASTERLY OF THE
 DH6535'CENTERLINE OF HIGHWAY 20, 21.3 M NORTHWESTERLY OF   POST MILE MARKER
 DH6535'41.00, AND 7.9 M NORTHEASTERLY OF THE  NORTHERLY EDGE OF PAVEMENT OF
 DH6535'HIGHWAY 20.
 DH6535' 
 DH6535'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6535'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6535'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6535'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6535'EUREKA.
 DH6535' 
 DH6535'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6535'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6330 ***********************************************************************
 DH6330  DESIGNATION -  20 MEN 8.62
 DH6330  PID         -  DH6330
 DH6330  STATE/COUNTY-  CA/MENDOCINO
 DH6330  USGS QUAD   -  MATHISON PEAK (1991)
 DH6330
 DH6330                         *CURRENT SURVEY CONTROL
 DH6330  ___________________________________________________________________
 DH6330* NAD 83(2007)-  39 22 22.64917(N)    123 40 57.33618(W)     ADJUSTED  
 DH6330* NAVD 88     -       286.3    (meters)     939.     (feet)  GPS OBS   
 DH6330  ___________________________________________________________________
 DH6330  EPOCH DATE  -        2007.00
 DH6330  X           -  -2,738,220.273 (meters)                     COMP
 DH6330  Y           -  -4,108,491.525 (meters)                     COMP
 DH6330  Z           -   4,024,572.097 (meters)                     COMP
 DH6330  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 DH6330  ELLIP HEIGHT-         255.422 (meters)          (02/10/07) ADJUSTED
 DH6330  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DH6330
 DH6330  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6330  Type    PID    Designation                      North   East  Ellip
 DH6330  -------------------------------------------------------------------
 DH6330  NETWORK DH6330 20 MEN 8.62                       1.98   1.86   4.84
 DH6330  -------------------------------------------------------------------
 DH6330
 DH6330.The horizontal coordinates were established by GPS observations
 DH6330.and adjusted by the National Geodetic Survey in February 2007.
 DH6330
 DH6330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6330.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6330.The horizontal coordinates are valid at the epoch date displayed above.
 DH6330.The epoch date for horizontal control is a decimal equivalence
 DH6330.of Year/Month/Day.
 DH6330
 DH6330.The orthometric height was determined by GPS observations and a
 DH6330.high-resolution geoid model.
 DH6330
 DH6330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6330
 DH6330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6330
 DH6330.The ellipsoidal height was determined by GPS observations
 DH6330.and is referenced to NAD 83.
 DH6330
 DH6330.The geoid height was determined by GEOID03.
 DH6330
 DH6330;                    North         East     Units Scale Factor Converg.
 DH6330;SPC CA 2     -   690,751.174 1,855,030.100   MT  0.99992730   -1 03 39.0
 DH6330;SPC CA 2     - 2,266,239.48  6,086,044.59   sFT  0.99992730   -1 03 39.0
 DH6330;UTM  10      - 4,358,387.653   441,204.322   MT  0.99964256   -0 25 58.9
 DH6330
 DH6330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6330!SPC CA 2     -   0.99995993  x   0.99992730  =   0.99988723
 DH6330!UTM  10      -   0.99995993  x   0.99964256  =   0.99960250
 DH6330
 DH6330                          SUPERSEDED SURVEY CONTROL
 DH6330
 DH6330  NAD 83(1998)-  39 22 22.64677(N)    123 40 57.33422(W) AD(2004.69) B
 DH6330  ELLIP H (09/28/05)  255.447  (m)                       GP(       ) 4 1
 DH6330
 DH6330.Superseded values are not recommended for survey control.
 DH6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6330.See file dsdata.txt to determine how the superseded data were derived.
 DH6330
 DH6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ4120458388(NAD 83)
 DH6330_MARKER: DD = SURVEY DISK
 DH6330_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6330+WITH SETTING: INFORMATION.
 DH6330_STAMPING: 020 MEN 8.62
 DH6330_MARK LOGO: CSRC  
 DH6330_PROJECTION: FLUSH
 DH6330_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6330+STABILITY: SURFACE MOTION
 DH6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6330+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6330_ROD/PIPE-DEPTH: 1.2  meters
 DH6330
 DH6330  HISTORY     - Date     Condition        Report By
 DH6330  HISTORY     - 20040828 MONUMENTED       CADT
 DH6330
 DH6330                          STATION DESCRIPTION
 DH6330
 DH6330'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6330'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 13.9 KM
 DH6330'(8.6 MI) SOUTHEASTERLY  ALONG U.S. HIGHWAY 20 FROM FORT BRAGG AND 43.1
 DH6330'KM (26.6 MI) NORTHWESTERLY OF WILLITTS.
 DH6330' 
 DH6330'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 1 AND 20
 DH6330'PROCEED 13.96 KM (8.62  MI) SOUTHEASTERLY ALONG HIGHWAY 20 TO POST
 DH6330'MILE 8.62  AND FOREST SERVICE ROAD 'R0560',  RUNNING SOUTHWESTERLY,
 DH6330'TURN RIGHT AND THE STATION IS ON THE RIGHT.
 DH6330' 
 DH6330'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6330'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 METERS SOUTHWEST OF A
 DH6330'STEEL FENCE POST AND CARSONITE  MARKER BEARS, 13.5 M SOUTHWESTERLY OF
 DH6330'THE CENTERLINE OF HIGHWAY 20, AND 9.1 M  SOUTHERLY OF THE CENTERLINE
 DH6330'OF THE FOREST SERVICE ROAD.
 DH6330' 
 DH6330'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6330'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6330'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6330'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6330'EUREKA.
 DH6330' 
 DH6330'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6330'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0216 ***********************************************************************
 EU0216  DESIGNATION -  20 N
 EU0216  PID         -  EU0216
 EU0216  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0216  USGS QUAD   -  GROMMET (1971)
 EU0216
 EU0216                         *CURRENT SURVEY CONTROL
 EU0216  ___________________________________________________________________
 EU0216* NAD 83(1986)-  34 06 49.     (N)    114 41 37.     (W)     SCALED    
 EU0216* NAVD 88     -       293.95   (+/-2cm)     964.4    (feet)  VERTCON   
 EU0216  ___________________________________________________________________
 EU0216  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EU0216  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0216
 EU0216.The horizontal coordinates were scaled from a topographic map and have
 EU0216.an estimated accuracy of +/- 6 seconds.
 EU0216
 EU0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0216.The vertical order pertains to the NGVD 29 superseded value.
 EU0216
 EU0216.The geoid height was determined by GEOID03.
 EU0216
 EU0216;                    North         East    Units  Estimated Accuracy
 EU0216;SPC CA 5     -   573,080.    2,304,990.      MT  (+/- 180 meters Scaled)
 EU0216
 EU0216                          SUPERSEDED SURVEY CONTROL
 EU0216
 EU0216  NGVD 29 (??/??/??)  293.298  (m)          962.26   (f) ADJUSTED    1 1
 EU0216
 EU0216.Superseded values are not recommended for survey control.
 EU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0216.See file dsdata.txt to determine how the superseded data were derived.
 EU0216
 EU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT127771(NAD 83)
 EU0216_MARKER: P = PIPE CAP
 EU0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0216_STAMPING: 20 N
 EU0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0216
 EU0216  HISTORY     - Date     Condition        Report By
 EU0216  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0216  HISTORY     - 1930     GOOD             MWDSC
 EU0216  HISTORY     - 1974     GOOD
 EU0216  HISTORY     - 1976     GOOD             NGS
 EU0216
 EU0216                          STATION DESCRIPTION
 EU0216
 EU0216'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0216'10.5 MI W FROM VIDAL.
 EU0216'ABOUT 10-1/2 MILES WEST OF VIDAL, SAN BERNARDINO COUNTY, ABOUT
 EU0216'3/4 MILE NORTH-NORTHEAST OF THE ATCHISON, TOPEKA AND SANTA FE
 EU0216'RAILWAY STATION AT GROMMET, ABOUT 1/2 MILE SOUTHWEST OF LOS
 EU0216'ANGELES WATER DEPARTMENT TRIANGULATION STATION NORTH GROMMET, AND
 EU0216'ABOUT 450 FEET NORTHWEST OF PRELIMINARY LOCATION SURVEY STATION
 EU0216'1958+00.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0216'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0216'PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0216
 EU0216                          STATION RECOVERY (1974)
 EU0216
 EU0216'RECOVERED 1974
 EU0216'RECOVERED IN GOOD CONDITION.
 EU0216
 EU0216                          STATION RECOVERY (1976)
 EU0216
 EU0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0216'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0216'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 7.75 MILES SOUTHWEST ALONG
 EU0216'THE NORTHWEST AQUEDUCT PATROL ROAD, 0.25 MILE NORTHWEST OF THE
 EU0216'AQUEDUCT PATROL ROAD, A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE SET
 EU0216'IN CONCRETE, NOTE BM MAY ALSO BE REACHED BY GOING 9.15 MILES NORTH
 EU0216'NORTHEAST ALONG THE SANTA FE RAILROAD FROM THE Y JUNCTION OF THE TRACK
 EU0216'LEADING SOUTH AT RICE, THENCE 0.85 MILE NORTH NORTHEAST ACROSS THE
 EU0216'COLORADO RIVER AQUEDUCT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1093 ***********************************************************************
 GT1093  DESIGNATION -  20 P
 GT1093  PID         -  GT1093
 GT1093  STATE/COUNTY-  CA/KINGS
 GT1093  USGS QUAD   -  VANGUARD (1981)
 GT1093
 GT1093                         *CURRENT SURVEY CONTROL
 GT1093  ___________________________________________________________________
 GT1093* NAD 83(1986)-  36 20 34.     (N)    119 55 53.     (W)     SCALED    
 GT1093* NAVD 88     -        67.43   (+/-2cm)     221.2    (feet)  VERTCON   
 GT1093  ___________________________________________________________________
 GT1093  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GT1093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1093
 GT1093.The horizontal coordinates were scaled from a topographic map and have
 GT1093.an estimated accuracy of +/- 6 seconds.
 GT1093
 GT1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1093.The vertical order pertains to the NGVD 29 superseded value.
 GT1093
 GT1093.The geoid height was determined by GEOID03.
 GT1093
 GT1093;                    North         East    Units  Estimated Accuracy
 GT1093;SPC CA 4     -   612,420.    1,916,390.      MT  (+/- 180 meters Scaled)
 GT1093
 GT1093                          SUPERSEDED SURVEY CONTROL
 GT1093
 GT1093  NGVD 29 (??/??/92)   66.558  (m)          218.37   (f) ADJ UNCH    2 0
 GT1093
 GT1093.Superseded values are not recommended for survey control.
 GT1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1093.See file dsdata.txt to determine how the superseded data were derived.
 GT1093
 GT1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA369259(NAD 83)
 GT1093_MARKER: DD = SURVEY DISK
 GT1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1093_STAMPING: B M 20 P 1967
 GT1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1093+STABILITY: SURFACE MOTION
 GT1093
 GT1093  HISTORY     - Date     Condition        Report By
 GT1093  HISTORY     - 1967     MONUMENTED       CADWR
 GT1093  HISTORY     - 1969     GOOD             NGS
 GT1093  HISTORY     - 1972     GOOD             NGS
 GT1093
 GT1093                          STATION DESCRIPTION
 GT1093
 GT1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GT1093'7 MI W FROM HALLS CORNER.
 GT1093'7.0 MILES WEST ALONG GRANGEVILLE BOULEVARD FROM THE INTERSECTION
 GT1093'OF STATE HIGHWAY 41 AT HALLS CORNER, IN R19E T18S, SECTION 20,
 GT1093'0.15 MILE WEST OF THE JUNCTION OF A NORTH-SOUTH ASPHALT ROAD,
 GT1093'36 FEET NORTH OF THE CENTER LINE OF THE BOULEVARD, 64 FEET EAST
 GT1093'OF THE CENTER LINE OF THE ASPHALT ROAD NORTH, 3 FEET WEST OF A
 GT1093'POWER POLE, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP
 GT1093'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GT1093
 GT1093                          STATION RECOVERY (1972)
 GT1093
 GT1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0217 ***********************************************************************
 EU0217  DESIGNATION -  20 P
 EU0217  PID         -  EU0217
 EU0217  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0217  USGS QUAD   -  VIDAL NW (1973)
 EU0217
 EU0217                         *CURRENT SURVEY CONTROL
 EU0217  ___________________________________________________________________
 EU0217* NAD 83(1986)-  34 07 41.     (N)    114 40 43.     (W)     SCALED    
 EU0217* NAVD 88     -       294.81   (+/-2cm)     967.2    (feet)  VERTCON   
 EU0217  ___________________________________________________________________
 EU0217  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EU0217  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0217
 EU0217.The horizontal coordinates were scaled from a topographic map and have
 EU0217.an estimated accuracy of +/- 6 seconds.
 EU0217
 EU0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0217.The vertical order pertains to the NGVD 29 superseded value.
 EU0217
 EU0217.The geoid height was determined by GEOID03.
 EU0217
 EU0217;                    North         East    Units  Estimated Accuracy
 EU0217;SPC CA 5     -   574,730.    2,306,320.      MT  (+/- 180 meters Scaled)
 EU0217
 EU0217                          SUPERSEDED SURVEY CONTROL
 EU0217
 EU0217  NGVD 29 (??/??/??)  294.152  (m)          965.06   (f) ADJUSTED    1 1
 EU0217
 EU0217.Superseded values are not recommended for survey control.
 EU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0217.See file dsdata.txt to determine how the superseded data were derived.
 EU0217
 EU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT140787(NAD 83)
 EU0217_MARKER: P = PIPE CAP
 EU0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0217_STAMPING: 20 P
 EU0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0217
 EU0217  HISTORY     - Date     Condition        Report By
 EU0217  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0217  HISTORY     - 1930     GOOD             MWDSC
 EU0217  HISTORY     - 1974     GOOD
 EU0217  HISTORY     - 1976     GOOD             NGS
 EU0217
 EU0217                          STATION DESCRIPTION
 EU0217
 EU0217'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0217'9.8 MI W FROM VIDAL.
 EU0217'ABOUT 9-3/4 MILES WEST OF VIDAL, SAN BERNARDINO COUNTY, ONE MILE
 EU0217'NORTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT MILEPOST
 EU0217'130, AND ABOUT 300 FEET NORTHWEST OF PRELIMINARY LOCATION SURVEY
 EU0217'STATION 1884+02.7.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0217'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0217'GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0217
 EU0217                          STATION RECOVERY (1974)
 EU0217
 EU0217'RECOVERED 1974
 EU0217'RECOVERED IN GOOD CONDITION.
 EU0217
 EU0217                          STATION RECOVERY (1976)
 EU0217
 EU0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0217'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0217'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 6.40 MILES SOUTHWEST ALONG
 EU0217'THE NORTHWEST AQUEDUCT PATROL ROAD, 0.15 MILE NORTHWEST OF THE CENTER
 EU0217'LINE OF THE PATROL ROAD, A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE
 EU0217'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW1441 ***********************************************************************
 DW1441  DESIGNATION -  20 PLUS 00 PIN CENTER LINE
 DW1441  PID         -  DW1441
 DW1441  STATE/COUNTY-  CA/IMPERIAL
 DW1441  USGS QUAD   -  KANE SPRING NE (1992)
 DW1441
 DW1441                         *CURRENT SURVEY CONTROL
 DW1441  ___________________________________________________________________
 DW1441* NAD 83(1992)-  33 10 43.70210(N)    115 49 58.39478(W)     ADJUSTED  
 DW1441* NAVD 88     -       -71.     (meters)    -233.     (feet)  SCALED    
 DW1441  ___________________________________________________________________
 DW1441  EPOCH DATE  -        1991.35
 DW1441  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DW1441  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DW1441  HORZ ORDER  -  THIRD
 DW1441
 DW1441.The horizontal coordinates were established by classical geodetic methods
 DW1441.and adjusted by the National Geodetic Survey in June 1996.
 DW1441.The horizontal coordinates are valid at the epoch date displayed above.
 DW1441.The epoch date for horizontal control is a decimal equivalence
 DW1441.of Year/Month/Day.
 DW1441
 DW1441.The orthometric height was scaled from a topographic map.
 DW1441
 DW1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW1441
 DW1441.The geoid height was determined by GEOID03.
 DW1441
 DW1441;                    North         East     Units Scale Factor Converg.
 DW1441;SPC CA 6     -   612,326.437 2,038,899.947   MT  0.99995779   +0 13 45.2
 DW1441;SPC CA 6     - 2,008,940.99  6,689,290.91   sFT  0.99995779   +0 13 45.2
 DW1441;UTM  11      - 3,671,716.223   608,809.388   MT  0.99974597   +0 38 19.6
 DW1441
 DW1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW1441!SPC CA 6     -   1.00001654  x   0.99995779  =   0.99997433
 DW1441!UTM  11      -   1.00001654  x   0.99974597  =   0.99976251
 DW1441
 DW1441|---------------------------------------------------------------------|
 DW1441| PID    Reference Object                     Distance      Geod. Az  |
 DW1441|                                                           dddmmss.s |
 DW1441| DW0251 SANDY                                64.265 METERS 05831     |
 DW1441| DW1433 SANDY 1942 RM 1                      95.725 METERS 12115     |
 DW1441| DW1445 REFERENCE HUB 1 1942                 58.073 METERS 20222     |
 DW1441| DW1446 REFERENCE HUB 2 1942                 42.370 METERS 28908     |
 DW1441|---------------------------------------------------------------------|
 DW1441
 DW1441                          SUPERSEDED SURVEY CONTROL
 DW1441
 DW1441  NAD 83(1986)-  33 10 43.71299(N)    115 49 58.39728(W) AD(1984.00) 3
 DW1441  NAD 27      -  33 10 43.56000(N)    115 49 55.40000(W) AD(       ) 3
 DW1441
 DW1441.Superseded values are not recommended for survey control.
 DW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW1441.See file dsdata.txt to determine how the superseded data were derived.
 DW1441
 DW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS0880971716(NAD 83)
 DW1441
 DW1441  HISTORY     - Date     Condition        Report By
 DW1441  HISTORY     - 1942     MONUMENTED       CGS
 DW1441
 DW1441                          STATION DESCRIPTION
 DW1441
 DW1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (MGR)
 DW1441'STATION IS THE 20 00 PIN OF THE RUNWAY AT SANDY BEACH ON
 DW1441'THE W SHORE OF SALTON SEA.  THIS STATION WAS NOT MARKED
 DW1441'AS THE RUNWAY WAS TO BE PAVED AT AN EARLY DATE.  HUBS WERE
 DW1441'SET ALONG THE RUNWAY EDGE FOR MARKING OF STATION BY NAVY
 DW1441'ENGINEERS UPON COMPLETION OF PAVING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0218 ***********************************************************************
 EU0218  DESIGNATION -  20 Q
 EU0218  PID         -  EU0218
 EU0218  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0218  USGS QUAD   -  VIDAL NW (1973)
 EU0218
 EU0218                         *CURRENT SURVEY CONTROL
 EU0218  ___________________________________________________________________
 EU0218* NAD 83(1986)-  34 08 26.     (N)    114 39 46.     (W)     SCALED    
 EU0218* NAVD 88     -       292.97   (+/-2cm)     961.2    (feet)  VERTCON   
 EU0218  ___________________________________________________________________
 EU0218  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EU0218  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0218
 EU0218.The horizontal coordinates were scaled from a topographic map and have
 EU0218.an estimated accuracy of +/- 6 seconds.
 EU0218
 EU0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0218.The vertical order pertains to the NGVD 29 superseded value.
 EU0218
 EU0218.The geoid height was determined by GEOID03.
 EU0218
 EU0218;                    North         East    Units  Estimated Accuracy
 EU0218;SPC CA 5     -   576,160.    2,307,740.      MT  (+/- 180 meters Scaled)
 EU0218
 EU0218                          SUPERSEDED SURVEY CONTROL
 EU0218
 EU0218  NGVD 29 (??/??/??)  292.321  (m)          959.06   (f) ADJUSTED    1 1
 EU0218
 EU0218.Superseded values are not recommended for survey control.
 EU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0218.See file dsdata.txt to determine how the superseded data were derived.
 EU0218
 EU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT155802(NAD 83)
 EU0218_MARKER: P = PIPE CAP
 EU0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0218_STAMPING: 20 Q
 EU0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0218
 EU0218  HISTORY     - Date     Condition        Report By
 EU0218  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0218  HISTORY     - 1930     GOOD             MWDSC
 EU0218  HISTORY     - 1971     GOOD             USGS
 EU0218  HISTORY     - 1976     GOOD             NGS
 EU0218
 EU0218                          STATION DESCRIPTION
 EU0218
 EU0218'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0218'8.8 MI W FROM VIDAL.
 EU0218'ABOUT 8-3/4 MILES WEST OF VIDAL, SAN BERNARDINO COUNTY, ABOUT
 EU0218'350 FEET SOUTH OF PRELIMINARY LOCATION SURVEY STATION 1816+00.
 EU0218'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0218'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET
 EU0218'IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0218
 EU0218                          STATION RECOVERY (1971)
 EU0218
 EU0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0218'RECOVERED IN GOOD CONDITION.
 EU0218
 EU0218                          STATION RECOVERY (1976)
 EU0218
 EU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0218'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0218'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 5.15 MILES SOUTHWEST ALONG
 EU0218'THE NORTHWEST AQUEDUCT PATROL ROAD, 350 FT. NORTHWEST OF THE CENTER
 EU0218'LINE OF THE PATROL ROAD, A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE
 EU0218'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1449 ***********************************************************************
 DY1449  DESIGNATION -  20 Q 1 C OF LA
 DY1449  PID         -  DY1449
 DY1449  STATE/COUNTY-  CA/LOS ANGELES
 DY1449  USGS QUAD   -  INGLEWOOD (1981)
 DY1449
 DY1449                         *CURRENT SURVEY CONTROL
 DY1449  ___________________________________________________________________
 DY1449* NAD 83(1986)-  33 59 38.     (N)    118 18 25.     (W)     SCALED    
 DY1449* NAVD 88     -        41.31   (+/-2cm)     135.5    (feet)  VERTCON   
 DY1449  ___________________________________________________________________
 DY1449  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY1449  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1449
 DY1449.The horizontal coordinates were scaled from a topographic map and have
 DY1449.an estimated accuracy of +/- 6 seconds.
 DY1449
 DY1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1449.The vertical order pertains to the NGVD 29 superseded value.
 DY1449
 DY1449.The geoid height was determined by GEOID03.
 DY1449
 DY1449;                    North         East    Units  Estimated Accuracy
 DY1449;SPC CA 5     -   554,830.    1,971,640.      MT  (+/- 180 meters Scaled)
 DY1449
 DY1449                          SUPERSEDED SURVEY CONTROL
 DY1449
 DY1449  NGVD 29 (??/??/92)   40.54   (m)          133.0    (f) COMPUTED    1 2
 DY1449
 DY1449.Superseded values are not recommended for survey control.
 DY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1449.See file dsdata.txt to determine how the superseded data were derived.
 DY1449
 DY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792622(NAD 83)
 DY1449_MARKER: DD = SURVEY DISK
 DY1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1449_SP_SET: SIDEWALK
 DY1449_STAMPING: 20Q1 133.15
 DY1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1449
 DY1449  HISTORY     - Date     Condition        Report By
 DY1449  HISTORY     - UNK      MONUMENTED       CA1980
 DY1449  HISTORY     - 1945     GOOD             NGS
 DY1449  HISTORY     - 1961     GOOD             CA1980
 DY1449
 DY1449                          STATION DESCRIPTION
 DY1449
 DY1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1449'AT LOS ANGELES.
 DY1449'AT LOS ANGELES AT THE INTERSECTION OF WESTERN AVENUE AND 53RD
 DY1449'STREET, AT THE SOUTH END AND CENTER OF THE PEDESTRIAN SUBWAY
 DY1449'ENTRANCE TO A SUBWAY UNDER WESTERN AVENUE, 0.3 FOOT SOUTH OF THE
 DY1449'SOUTH HEADWALL OF THE SUBWAY ENTRANCE AND ABOUT 4.0 FEET NORTH
 DY1449'OF A PRODUCED CURBLINE OF THE SOUTH CURB OF 53RD STREET.  A CITY
 DY1449'OF LOS ANGELES STANDARD DISK, STAMPED 20 Q 1 133.15 AND SET IN
 DY1449'THE SIDEWALK.
 DY1449
 DY1449                          STATION RECOVERY (1961)
 DY1449
 DY1449'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 DY1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0219 ***********************************************************************
 EU0219  DESIGNATION -  20 R
 EU0219  PID         -  EU0219
 EU0219  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0219  USGS QUAD   -  VIDAL NW (1973)
 EU0219
 EU0219                         *CURRENT SURVEY CONTROL
 EU0219  ___________________________________________________________________
 EU0219* NAD 83(1986)-  34 09 02.     (N)    114 39 03.     (W)     SCALED    
 EU0219* NAVD 88     -       292.09   (+/-2cm)     958.3    (feet)  VERTCON   
 EU0219  ___________________________________________________________________
 EU0219  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EU0219  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0219
 EU0219.The horizontal coordinates were scaled from a topographic map and have
 EU0219.an estimated accuracy of +/- 6 seconds.
 EU0219
 EU0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0219.The vertical order pertains to the NGVD 29 superseded value.
 EU0219
 EU0219.The geoid height was determined by GEOID03.
 EU0219
 EU0219;                    North         East    Units  Estimated Accuracy
 EU0219;SPC CA 5     -   577,310.    2,308,800.      MT  (+/- 180 meters Scaled)
 EU0219
 EU0219                          SUPERSEDED SURVEY CONTROL
 EU0219
 EU0219  NGVD 29 (??/??/??)  291.447  (m)          956.19   (f) ADJUSTED    1 1
 EU0219
 EU0219.Superseded values are not recommended for survey control.
 EU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0219.See file dsdata.txt to determine how the superseded data were derived.
 EU0219
 EU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT165813(NAD 83)
 EU0219_MARKER: P = PIPE CAP
 EU0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0219_STAMPING: 20 R
 EU0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0219
 EU0219  HISTORY     - Date     Condition        Report By
 EU0219  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0219  HISTORY     - 1930     GOOD             MWDSC
 EU0219  HISTORY     - 1971     GOOD             USGS
 EU0219  HISTORY     - 1976     GOOD             NGS
 EU0219
 EU0219                          STATION DESCRIPTION
 EU0219
 EU0219'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0219'8 MI WNW FROM VIDAL.
 EU0219'ABOUT 8 MILES WEST NORTHWEST OF VIDAL, SAN BERNARDINO COUNTY,
 EU0219'ABOUT 500 FEET SOUTH OF PRELIMINARY LOCATION SURVEY STATION
 EU0219'1765+00.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0219'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0219'PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0219
 EU0219                          STATION RECOVERY (1971)
 EU0219
 EU0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0219'RECOVERED IN GOOD CONDITION.
 EU0219
 EU0219                          STATION RECOVERY (1976)
 EU0219
 EU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0219'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0219'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 4.20 MILES SOUTHWEST ALONG
 EU0219'THE NORTHWEST AQUEDUCT PATROL ROAD, 54 FT. NORTHWEST OF THE CENTER
 EU0219'LINE OF THE PATROL ROAD, A BOLT FASTENED ON TOP OF A 1 INCH IRON PIPE
 EU0219'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1422 ***********************************************************************
 LU1422  DESIGNATION -  20 RS USGS
 LU1422  PID         -  LU1422
 LU1422  STATE/COUNTY-  CA/HUMBOLDT
 LU1422  USGS QUAD   -  REDCREST (1969)
 LU1422
 LU1422                         *CURRENT SURVEY CONTROL
 LU1422  ___________________________________________________________________
 LU1422* NAD 83(1986)-  40 28 48.     (N)    123 53 28.     (W)     SCALED    
 LU1422* NAVD 88     -       118.92   (+/-2cm)     390.2    (feet)  VERTCON   
 LU1422  ___________________________________________________________________
 LU1422  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LU1422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1422
 LU1422.The horizontal coordinates were scaled from a topographic map and have
 LU1422.an estimated accuracy of +/- 6 seconds.
 LU1422
 LU1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1422.The vertical order pertains to the NGVD 29 superseded value.
 LU1422
 LU1422.The geoid height was determined by GEOID03.
 LU1422
 LU1422;                    North         East    Units  Estimated Accuracy
 LU1422;SPC CA 1     -   629,050.    1,839,670.      MT  (+/- 180 meters Scaled)
 LU1422
 LU1422                          SUPERSEDED SURVEY CONTROL
 LU1422
 LU1422  NGVD 29 (??/??/92)  117.936  (m)          386.93   (f) ADJ UNCH    2 0
 LU1422
 LU1422.Superseded values are not recommended for survey control.
 LU1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1422.See file dsdata.txt to determine how the superseded data were derived.
 LU1422
 LU1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK244814(NAD 83)
 LU1422_MARKER: DD = SURVEY DISK
 LU1422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1422_SP_SET: BRIDGE
 LU1422_STAMPING: 20 RS
 LU1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1422+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 LU1422
 LU1422  HISTORY     - Date     Condition        Report By
 LU1422  HISTORY     - UNK      MONUMENTED       USGS
 LU1422  HISTORY     - 1948     GOOD             NGS
 LU1422  HISTORY     - 20070730 GOOD             CADT
 LU1422
 LU1422                          STATION DESCRIPTION
 LU1422
 LU1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU1422'6.1 MI W FROM BRIDGEVILLE.
 LU1422'6.1 MILES WEST ALONG STATE HIGHWAY 36 FROM THE VAN DUZEN RIVER
 LU1422'BRIDGE AT BRIDGEVILLE, HUMBOLDT COUNTY, AT THE SOUTHWEST CORNER
 LU1422'OF A BRIDGE, IN THE CONCRETE RAIL, AND 36 FEET SOUTH OF THE
 LU1422'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 LU1422'STANDARD DISK, STAMPED 20 RS.
 LU1422
 LU1422                          STATION RECOVERY (2007)
 LU1422
 LU1422'RECOVERY NOTE BY CALTRANS 2007 (REB)
 LU1422'FOUND IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 LU1422'MARK IS LOCATED ON THE OLD ABANDONED BRIDGE LOCATED 200 FEET SOUTH OF
 LU1422'THE NEW BRIDGE AT POST MILE 17.95.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1072 ***********************************************************************
 KT1072  DESIGNATION -  20 S
 KT1072  PID         -  KT1072
 KT1072  STATE/COUNTY-  CA/MENDOCINO
 KT1072  USGS QUAD   -  COVELO EAST (1994)
 KT1072
 KT1072                         *CURRENT SURVEY CONTROL
 KT1072  ___________________________________________________________________
 KT1072* NAD 83(1986)-  39 47 39.     (N)    123 12 02.     (W)     SCALED    
 KT1072* NAVD 88     -       411.22   (+/-2cm)    1349.1    (feet)  VERTCON   
 KT1072  ___________________________________________________________________
 KT1072  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 KT1072  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1072
 KT1072.The horizontal coordinates were scaled from a topographic map and have
 KT1072.an estimated accuracy of +/- 6 seconds.
 KT1072
 KT1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1072.The vertical order pertains to the NGVD 29 superseded value.
 KT1072
 KT1072.The geoid height was determined by GEOID03.
 KT1072
 KT1072;                    North         East    Units  Estimated Accuracy
 KT1072;SPC CA 2     -   736,850.    1,897,180.      MT  (+/- 180 meters Scaled)
 KT1072
 KT1072                          SUPERSEDED SURVEY CONTROL
 KT1072
 KT1072  NGVD 29 (??/??/92)  410.313  (m)         1346.17   (f) ADJ UNCH    1 2
 KT1072
 KT1072.Superseded values are not recommended for survey control.
 KT1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1072.See file dsdata.txt to determine how the superseded data were derived.
 KT1072
 KT1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK828049(NAD 83)
 KT1072_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT1072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT1072_STAMPING: 20 S 1924
 KT1072_MARK LOGO: USGS  
 KT1072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KT1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1072
 KT1072  HISTORY     - Date     Condition        Report By
 KT1072  HISTORY     - 1924     MONUMENTED       USGS
 KT1072  HISTORY     - 1965     GOOD             NGS
 KT1072  HISTORY     - 19910624 GOOD             CADT
 KT1072
 KT1072                          STATION DESCRIPTION
 KT1072
 KT1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1072'2.5 MI E FROM COVELO.
 KT1072'2.5 MILES EAST ALONG EAST LANE FROM THE JUNCTION OF STATE HIGHWAY
 KT1072'7 AT COVELO, AT THE JUNCTION AND IN LINE WITH THE EXTENDED
 KT1072'CENTER LINE OF A GRAVELED ROAD NORTH, 23 1/2 FEET SOUTH OF THE
 KT1072'CENTER LINE OF THE LANE, 9 1/2 FEET EAST OF A T JUNCTION POWER
 KT1072'POLE, 2.5 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE LANE,
 KT1072'AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.4 FOOT ABOVE
 KT1072'THE GROUND.
 KT1072
 KT1072                          STATION RECOVERY (1991)
 KT1072
 KT1072'RECOVERY NOTE BY CALTRANS 1991
 KT1072'2.5 MI (4.0 KM) EAST ALONG EAST LANE RD (COUNTY RD 327C) FROM THE
 KT1072'JUNCTION OF STATE HIGHWAY 7 AT COVELO, AT THE JUNCTION AND IN LINE
 KT1072'WITH THE EXTENDED CENTER LINE OF SHORT CREEK RD (COUNTY RD 339)
 KT1072'NORTH, 23.5 FT (7.2 M) SOUTH OF THE CENTER LINE OF THE LANE, 9.5 FT
 KT1072'(2.9 M) EAST OF A T-JUNCTION POWER POLE, 2.5 FT (0.8 M) NORTH OF A
 KT1072'FENCE, ABOUT LEVEL WITH THE LANE, AND RIVETED ON THE TOP OF AN IRON
 KT1072'PIPE PROJECTING 0.4 FT (0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0220 ***********************************************************************
 EU0220  DESIGNATION -  20 S
 EU0220  PID         -  EU0220
 EU0220  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0220  USGS QUAD   -  VIDAL NW (1973)
 EU0220
 EU0220                         *CURRENT SURVEY CONTROL
 EU0220  ___________________________________________________________________
 EU0220* NAD 83(1986)-  34 09 53.     (N)    114 38 05.     (W)     SCALED    
 EU0220* NAVD 88     -       296.67   (+/-2cm)     973.3    (feet)  VERTCON   
 EU0220  ___________________________________________________________________
 EU0220  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EU0220  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0220
 EU0220.The horizontal coordinates were scaled from a topographic map and have
 EU0220.an estimated accuracy of +/- 6 seconds.
 EU0220
 EU0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0220.The vertical order pertains to the NGVD 29 superseded value.
 EU0220
 EU0220.The geoid height was determined by GEOID03.
 EU0220
 EU0220;                    North         East    Units  Estimated Accuracy
 EU0220;SPC CA 5     -   578,930.    2,310,230.      MT  (+/- 180 meters Scaled)
 EU0220
 EU0220                          SUPERSEDED SURVEY CONTROL
 EU0220
 EU0220  NGVD 29 (??/??/??)  296.024  (m)          971.21   (f) ADJUSTED    1 1
 EU0220
 EU0220.Superseded values are not recommended for survey control.
 EU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0220.See file dsdata.txt to determine how the superseded data were derived.
 EU0220
 EU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT180829(NAD 83)
 EU0220_MARKER: P = PIPE CAP
 EU0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0220_STAMPING: 20 S
 EU0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0220+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 EU0220
 EU0220  HISTORY     - Date     Condition        Report By
 EU0220  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0220  HISTORY     - 1930     GOOD             MWDSC
 EU0220  HISTORY     - 1971     GOOD             USGS
 EU0220  HISTORY     - 1976     GOOD             NGS
 EU0220  HISTORY     - 20000919 GOOD             CADT
 EU0220
 EU0220                          STATION DESCRIPTION
 EU0220
 EU0220'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0220'7.8 MI WNW FROM VIDAL.
 EU0220'ABOUT 7-3/4 MILES WEST-NORTHWEST OF VIDAL, SAN BERNARDINO COUNTY,
 EU0220'ABOUT 500 FEET NORTHWEST OF PRELIMINARY LOCATION SURVEY STATION
 EU0220'1699+00.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0220'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0220'PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0220
 EU0220                          STATION RECOVERY (1971)
 EU0220
 EU0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0220'RECOVERED IN GOOD CONDITION.
 EU0220
 EU0220                          STATION RECOVERY (1976)
 EU0220
 EU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0220'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0220'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 2.95 MILES SOUTHWEST ALONG
 EU0220'THE NORTHWEST AQUEDUCT PATROL ROAD, 0.2 MILE NORTHWEST OF THE AQUEDUCT
 EU0220'300 FT. EAST OF THE CENTER LINE OF A DIVERSION DIKE, A BOLT FASTENED
 EU0220'ON TOP OF A 1 INCH IRON PIPE SET IN CONCRETE, 0.25 MILE NORTH OF
 EU0220'SIPHON NUMBER 31.87 A TRACK ROAD RUNS ALONG SIDE OF DIKE.
 EU0220
 EU0220                          STATION RECOVERY (2000)
 EU0220
 EU0220'RECOVERY NOTE BY CALTRANS 2000 (ROM)
 EU0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1643 ***********************************************************************
 DY1643  DESIGNATION -  20 S 1
 DY1643  PID         -  DY1643
 DY1643  STATE/COUNTY-  CA/LOS ANGELES
 DY1643  USGS QUAD   -  INGLEWOOD (1981)
 DY1643
 DY1643                         *CURRENT SURVEY CONTROL
 DY1643  ___________________________________________________________________
 DY1643* NAD 83(1986)-  33 58 56.     (N)    118 15 55.     (W)     SCALED    
 DY1643* NAVD 88     -        48.382  (meters)     158.73   (feet)  ADJUSTED  
 DY1643  ___________________________________________________________________
 DY1643  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY1643  DYNAMIC HT  -          48.330 (meters)     158.56  (feet)  COMP
 DY1643  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 DY1643
 DY1643  VERT ORDER  -  FIRST     CLASS I
 DY1643
 DY1643.The horizontal coordinates were scaled from a topographic map and have
 DY1643.an estimated accuracy of +/- 6 seconds.
 DY1643
 DY1643.The orthometric height was determined by differential leveling
 DY1643.and adjusted in June 1995.
 DY1643.WARNING-Repeat measurements at this control monument indicate possible
 DY1643.vertical movement.
 DY1643
 DY1643.The geoid height was determined by GEOID03.
 DY1643
 DY1643.The dynamic height is computed by dividing the NAVD 88
 DY1643.geopotential number by the normal gravity value computed on the
 DY1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1643.degrees latitude (g = 980.6199 gals.).
 DY1643
 DY1643.The modeled gravity was interpolated from observed gravity values.
 DY1643
 DY1643;                    North         East    Units  Estimated Accuracy
 DY1643;SPC CA 5     -   553,520.    1,975,490.      MT  (+/- 180 meters Scaled)
 DY1643
 DY1643                          SUPERSEDED SURVEY CONTROL
 DY1643
 DY1643  NAVD 88 (06/15/91)   48.401  (m)          158.80   (f) UNKNOWN     1 1
 DY1643
 DY1643.Superseded values are not recommended for survey control.
 DY1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1643.See file dsdata.txt to determine how the superseded data were derived.
 DY1643
 DY1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831609(NAD 83)
 DY1643_MARKER: DB = BENCH MARK DISK
 DY1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1643_SP_SET: CONCRETE POST
 DY1643_STAMPING: NO. 20.S.1 157.44 FT
 DY1643_MARK LOGO: CA1980
 DY1643_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1643+STABILITY: SURFACE MOTION
 DY1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1643+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 DY1643
 DY1643  HISTORY     - Date     Condition        Report By
 DY1643  HISTORY     - UNK      MONUMENTED       CA1980
 DY1643  HISTORY     - 1968     GOOD             CA1980
 DY1643  HISTORY     - 1976     GOOD             NGS
 DY1643  HISTORY     - 1978     GOOD             NGS
 DY1643  HISTORY     - 19890530 GOOD             NGS
 DY1643  HISTORY     - 19940724 GOOD             NGS
 DY1643
 DY1643                          STATION DESCRIPTION
 DY1643
 DY1643'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1643'AT LOS ANGELES.
 DY1643'CITY DISC IN 8-INCH MONUMENT 5.8 FEET WEST OF WEST CURB OF
 DY1643'AVALON BOULEVARD, 70.5 FEET NORTH OF BEGINNING OF CURB RETURN
 DY1643'NORTH OF GAGE AVENUE.  (STAMPED NO. 20 S-1).
 DY1643
 DY1643                          STATION RECOVERY (1976)
 DY1643
 DY1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1643'AT LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND GAGE
 DY1643'AVENUE, IN THE NORTHWEST CORNER OF THE INTERSECTION, CITY DISK IN TOP
 DY1643'OF CONCRETE POST BUILDING CENTER OF SIDEWALK, 70.5 FT NORTH OF CURB
 DY1643'RETURN NORTH OF PRIMARY GAGE AVENUE, 16.3 FT SOUTH OF CURB RETURN
 DY1643'SOUTH OF SECONDARY GAGE AVENUE, 5.8 FT WEST OF WEST CURB OF AVALON
 DY1643'BOULEVARD
 DY1643
 DY1643                          STATION RECOVERY (1978)
 DY1643
 DY1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1643'RECOVERED IN GOOD CONDITION.
 DY1643
 DY1643                          STATION RECOVERY (1989)
 DY1643
 DY1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1643'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1643'(0.7 FT) ABOVE THE BOULEVARD SURFACE.
 DY1643
 DY1643                          STATION RECOVERY (1994)
 DY1643
 DY1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1643'IN LOS ANGELES, AT THE INTERSECTION OF AVALON BOULEVARD AND GAGE
 DY1643'AVENUE, 31.1 M (102.0 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 DY1643'LANES OF GAGE AVENUE, 11.4 M (37.4 FT) SOUTH OF THE CENTER OF OLD GAGE
 DY1643'AVENUE, 7.1 M (23.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 DY1643'SOUTHBOUND LANES OF THE BOULEVARD, 1.5 M (4.9 FT) NORTHWEST OF A FIRE
 DY1643'HYDRANT, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0221 ***********************************************************************
 EU0221  DESIGNATION -  20 T
 EU0221  PID         -  EU0221
 EU0221  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0221  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0221
 EU0221                         *CURRENT SURVEY CONTROL
 EU0221  ___________________________________________________________________
 EU0221* NAD 83(1986)-  34 10 42.     (N)    114 37 04.     (W)     SCALED    
 EU0221* NAVD 88     -       297.63   (+/-2cm)     976.5    (feet)  VERTCON   
 EU0221  ___________________________________________________________________
 EU0221  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EU0221  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0221
 EU0221.The horizontal coordinates were scaled from a topographic map and have
 EU0221.an estimated accuracy of +/- 6 seconds.
 EU0221
 EU0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0221.The vertical order pertains to the NGVD 29 superseded value.
 EU0221
 EU0221.The geoid height was determined by GEOID03.
 EU0221
 EU0221;                    North         East    Units  Estimated Accuracy
 EU0221;SPC CA 5     -   580,490.    2,311,740.      MT  (+/- 180 meters Scaled)
 EU0221
 EU0221                          SUPERSEDED SURVEY CONTROL
 EU0221
 EU0221  NGVD 29 (??/??/??)  296.985  (m)          974.36   (f) ADJUSTED    1 2
 EU0221
 EU0221.Superseded values are not recommended for survey control.
 EU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0221.See file dsdata.txt to determine how the superseded data were derived.
 EU0221
 EU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT195844(NAD 83)
 EU0221_MARKER: P = PIPE CAP
 EU0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0221_STAMPING: 20 T
 EU0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0221+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 EU0221
 EU0221  HISTORY     - Date     Condition        Report By
 EU0221  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0221  HISTORY     - 1930     GOOD             MWDSC
 EU0221  HISTORY     - 1971     GOOD             USGS
 EU0221  HISTORY     - 1976     GOOD             NGS
 EU0221  HISTORY     - 20000919 GOOD             CADT
 EU0221
 EU0221                          STATION DESCRIPTION
 EU0221
 EU0221'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0221'7.2 MI WNW FROM VIDAL.
 EU0221'ABOUT 7-1/4 MILES WEST-NORTHWEST OF VIDAL, SAN BERNARDINO COUNTY,
 EU0221'ABOUT 350 FEET NORTHWEST OF PRELIMINARY LOCATION SURVEY STATION
 EU0221'1626+00.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0221'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0221'PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0221
 EU0221                          STATION RECOVERY (1971)
 EU0221
 EU0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0221'RECOVERED IN GOOD CONDITION.
 EU0221
 EU0221                          STATION RECOVERY (1976)
 EU0221
 EU0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0221'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0221'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 1.65 MILES SOUTHWEST ALONG
 EU0221'THE NORTHWEST AQUEDUCT PATROL ROAD, 0.25 MILE NORTHWEST OF SYPHON
 EU0221'NUMBER 30.5, 30 FT. SOUTHWEST OF THE CENTER LINE OF A DIVERSION DIKE,
 EU0221'18 FT. NORTHEAST OF THE NORTHEAST EDGE OF A WASH, A BOLT FASTENED ON
 EU0221'TOP OF A 1 INCH IRON PIPE SET IN CONCRETE NOT LEVEL TO.
 EU0221
 EU0221                          STATION RECOVERY (2000)
 EU0221
 EU0221'RECOVERY NOTE BY CALTRANS 2000 (ROM)
 EU0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0080 ***********************************************************************
 JT0080  DESIGNATION -  20 TKM USGS
 JT0080  PID         -  JT0080
 JT0080  STATE/COUNTY-  CA/LAKE
 JT0080  USGS QUAD   -  WILSON VALLEY (1993)
 JT0080
 JT0080                         *CURRENT SURVEY CONTROL
 JT0080  ___________________________________________________________________
 JT0080* NAD 83(1986)-  38 52 31.     (N)    122 26 23.     (W)     SCALED    
 JT0080* NAVD 88     -       723.83   (+/-2cm)    2374.8    (feet)  VERTCON   
 JT0080  ___________________________________________________________________
 JT0080  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 JT0080  VERT ORDER  -  THIRD (See Below)
 JT0080
 JT0080.The horizontal coordinates were scaled from a topographic map and have
 JT0080.an estimated accuracy of +/- 6 seconds.
 JT0080
 JT0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0080.The vertical order pertains to the NGVD 29 superseded value.
 JT0080
 JT0080.The geoid height was determined by GEOID03.
 JT0080
 JT0080;                    North         East    Units  Estimated Accuracy
 JT0080;SPC CA 2     -   634,260.    1,961,850.      MT  (+/- 180 meters Scaled)
 JT0080
 JT0080                          SUPERSEDED SURVEY CONTROL
 JT0080
 JT0080  NGVD 29 (??/??/??)  722.95   (m)         2371.9    (f) RESET       3  
 JT0080
 JT0080.Superseded values are not recommended for survey control.
 JT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0080.See file dsdata.txt to determine how the superseded data were derived.
 JT0080
 JT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ486030(NAD 83)
 JT0080_MARKER: DD = SURVEY DISK
 JT0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0080_STAMPING: 20 TKM 1942 2371
 JT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0080+STABILITY: SURFACE MOTION
 JT0080
 JT0080  HISTORY     - Date     Condition        Report By
 JT0080  HISTORY     - 1942     MONUMENTED       USGS
 JT0080  HISTORY     - 1966     GOOD             NGS
 JT0080
 JT0080                          STATION DESCRIPTION
 JT0080
 JT0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0080'11.4 MI SE FROM LOWER LAKE.
 JT0080'11.35 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0080'OFFICE AT LOWER LAKE, ON THE OUTSIDE OF A CURVE, AT A PULLOUT,
 JT0080'35 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 66 FEET
 JT0080'NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF A 12-INCH PIPE
 JT0080'CULVERT, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 JT0080'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JT0080'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0222 ***********************************************************************
 EU0222  DESIGNATION -  20 U
 EU0222  PID         -  EU0222
 EU0222  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0222  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0222
 EU0222                         *CURRENT SURVEY CONTROL
 EU0222  ___________________________________________________________________
 EU0222* NAD 83(1986)-  34 11 25.     (N)    114 36 01.     (W)     SCALED    
 EU0222* NAVD 88     -       300.44   (+/-2cm)     985.7    (feet)  VERTCON   
 EU0222  ___________________________________________________________________
 EU0222  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EU0222  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0222
 EU0222.The horizontal coordinates were scaled from a topographic map and have
 EU0222.an estimated accuracy of +/- 6 seconds.
 EU0222
 EU0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0222.The vertical order pertains to the NGVD 29 superseded value.
 EU0222
 EU0222.The geoid height was determined by GEOID03.
 EU0222
 EU0222;                    North         East    Units  Estimated Accuracy
 EU0222;SPC CA 5     -   581,870.    2,313,310.      MT  (+/- 180 meters Scaled)
 EU0222
 EU0222                          SUPERSEDED SURVEY CONTROL
 EU0222
 EU0222  NGVD 29 (??/??/??)  299.792  (m)          983.57   (f) ADJUSTED    1 1
 EU0222
 EU0222.Superseded values are not recommended for survey control.
 EU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0222.See file dsdata.txt to determine how the superseded data were derived.
 EU0222
 EU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT211858(NAD 83)
 EU0222_MARKER: P = PIPE CAP
 EU0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0222_STAMPING: 20 U
 EU0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EU0222+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 EU0222
 EU0222  HISTORY     - Date     Condition        Report By
 EU0222  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0222  HISTORY     - 1951     GOOD             NGS
 EU0222  HISTORY     - 1976     GOOD             NGS
 EU0222  HISTORY     - 20000919 GOOD             CADT
 EU0222
 EU0222                          STATION DESCRIPTION
 EU0222
 EU0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EU0222'12 MI NW FROM VIDAL.
 EU0222'THE STATION IS ABOUT 1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95
 EU0222'FROM VIDAL JUNCTION, 0.2 MILE SOUTH OF U.S. HIGHWAY 95, 0.4
 EU0222'MILE EAST OF MILE POST 279, AND ABOUT 500 FEET WEST OF THE WEST
 EU0222'DIKE OF THE IMPERIAL VALLEY CANAL.  A CAP STAMPED 20 U AND
 EU0222'FASTENED TO A 1-INCH IRON PIPE SET IN A 12 BY 12 INCH CONCRETE
 EU0222'POST AND PROJECTING ABOUT 3 INCHES.  NOTE-- THIS MARK WAS
 EU0222'ORIGINALLY DESCRIBED AS 8.0 MILES NORTH ALONG THE NEEDLES ROAD
 EU0222'FROM VIDAL, SAN BERNARDINO COUNTY.
 EU0222
 EU0222                          STATION RECOVERY (1976)
 EU0222
 EU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0222'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM ITS INTERSECTION WITH
 EU0222'STATE HIGHWAY 62 AT VIDAL JUNCTION, THENCE 0.2 MILE SOUTHWEST ALONG
 EU0222'THE NORTHWEST COLORADO RIVER AQUEDUCT PATROL ROAD, 0.1 MILE NORTHWEST
 EU0222'OF THE AQUEDUCT, 38 FT. NORTHEAST OF THE CENTER LINE OF A ROAD, A BOLT
 EU0222'ON TOP OF A 1 INCH IRON PIPE SET IN CONCRETE.
 EU0222
 EU0222                          STATION RECOVERY (2000)
 EU0222
 EU0222'RECOVERY NOTE BY CALTRANS 2000 (ROM)
 EU0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0181 ***********************************************************************
 KT0181  DESIGNATION -  20 USE
 KT0181  PID         -  KT0181
 KT0181  STATE/COUNTY-  CA/GLENN
 KT0181  USGS QUAD   -  GLENN (1969)
 KT0181
 KT0181                         *CURRENT SURVEY CONTROL
 KT0181  ___________________________________________________________________
 KT0181* NAD 83(1986)-  39 31 19.     (N)    122 00 53.     (W)     SCALED    
 KT0181* NAVD 88     -        30.27   (+/-2cm)      99.3    (feet)  VERTCON   
 KT0181  ___________________________________________________________________
 KT0181  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 KT0181  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0181
 KT0181.The horizontal coordinates were scaled from a topographic map and have
 KT0181.an estimated accuracy of +/- 6 seconds.
 KT0181
 KT0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0181.The vertical order pertains to the NGVD 29 superseded value.
 KT0181
 KT0181.The geoid height was determined by GEOID03.
 KT0181
 KT0181;                    North         East    Units  Estimated Accuracy
 KT0181;SPC CA 2     -   705,950.    1,998,730.      MT  (+/- 180 meters Scaled)
 KT0181
 KT0181                          SUPERSEDED SURVEY CONTROL
 KT0181
 KT0181  NGVD 29 (??/??/92)   29.540  (m)           96.92   (f) ADJ UNCH    1 2
 KT0181
 KT0181.Superseded values are not recommended for survey control.
 KT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0181.See file dsdata.txt to determine how the superseded data were derived.
 KT0181
 KT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ846751(NAD 83)
 KT0181_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0181_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0181_STAMPING: 20
 KT0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0181
 KT0181  HISTORY     - Date     Condition        Report By
 KT0181  HISTORY     - UNK      MONUMENTED       DOD
 KT0181  HISTORY     - 1949     GOOD             NGS
 KT0181
 KT0181                          STATION DESCRIPTION
 KT0181
 KT0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0181'AT GLENN.
 KT0181'AT GLENN, ABOUT 0.1 MILE EAST OF THE GLENN DISTRICT SCHOOL,
 KT0181'52 FEET SOUTHEAST OF THE T JUNCTION OF THE CENTER LINE OF STATE
 KT0181'HIGHWAYS 45 AND 88, 44.2 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KT0181'THE RED AND WHITE STORE, 11.5 FEET SOUTH OF A POWER LINE POLE,
 KT0181'2.0 FEET WEST OF A FENCE, 0.5 FOOT LOWER THAN THE HIGHWAY,
 KT0181'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6
 KT0181'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1335 ***********************************************************************
 DY1335  DESIGNATION -  20 USGS
 DY1335  PID         -  DY1335
 DY1335  STATE/COUNTY-  CA/LOS ANGELES
 DY1335  USGS QUAD   -  VENICE (1981)
 DY1335
 DY1335                         *CURRENT SURVEY CONTROL
 DY1335  ___________________________________________________________________
 DY1335* NAD 83(1986)-  33 53 04.     (N)    118 24 44.     (W)     SCALED    
 DY1335* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 DY1335  ___________________________________________________________________
 DY1335  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY1335  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1335
 DY1335.The horizontal coordinates were scaled from a topographic map and have
 DY1335.an estimated accuracy of +/- 6 seconds.
 DY1335
 DY1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1335.The vertical order pertains to the NGVD 29 superseded value.
 DY1335
 DY1335.The geoid height was determined by GEOID03.
 DY1335
 DY1335;                    North         East    Units  Estimated Accuracy
 DY1335;SPC CA 5     -   542,720.    1,961,860.      MT  (+/- 180 meters Scaled)
 DY1335
 DY1335                          SUPERSEDED SURVEY CONTROL
 DY1335
 DY1335  NGVD 29 (??/??/92)    6.89   (m)           22.6    (f) COMPUTED    1 1
 DY1335
 DY1335.Superseded values are not recommended for survey control.
 DY1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1335.See file dsdata.txt to determine how the superseded data were derived.
 DY1335
 DY1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694502(NAD 83)
 DY1335_MARKER: DD = SURVEY DISK
 DY1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1335_SP_SET: SIDEWALK
 DY1335_STAMPING: 20 1922
 DY1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1335
 DY1335  HISTORY     - Date     Condition        Report By
 DY1335  HISTORY     - 1922     MONUMENTED       USGS
 DY1335  HISTORY     - 1971     GOOD             NGS
 DY1335  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY1335
 DY1335                          STATION DESCRIPTION
 DY1335
 DY1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DY1335'AT MANHATTAN BEACH.
 DY1335'AT MANHATTAN BEACH, AT THE INTERSECTION OF MANHATTAN BEACH
 DY1335'BOULEVARD AND THE STRAND, AT THE NORTH CORNER OF A PLANTED AREA
 DY1335'BETWEEN THE STRAND AND A PARKING LOT, 23.3 FEET SOUTHEAST OF THE
 DY1335'SOUTHEAST CURB OF THE BOULEVARD, 2.0 FEET SOUTHWEST OF THE
 DY1335'SOUTHWEST CONCRETE GUARD WALL OF THE STRAND, 4.3 FEET SOUTHEAST
 DY1335'OF THE SOUTHEAST EDGE OF THE SOUTHEAST SIDEWALK ALONG THE BOULEVARD,
 DY1335'6.8 FEET NORTHEAST OF THE SOUTHWEST CURB OF THE PLANTED AREA, 1.4
 DY1335'FEET SOUTHWEST OF A 1-INCH SPRINKLER PIPE, 48.9 FEET EAST OF
 DY1335'BENCH MARK TORRANCE C 2 (LAC), AND ABOUT LEVEL WITH THE BOULEVARD,
 DY1335'0.3 FOOT UNDER GROUND.
 DY1335
 DY1335                          STATION RECOVERY (1978)
 DY1335
 DY1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0015 ***********************************************************************
 DY0015  DESIGNATION -  20 USN
 DY0015  PID         -  DY0015
 DY0015  STATE/COUNTY-  CA/LOS ANGELES
 DY0015  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0015
 DY0015                         *CURRENT SURVEY CONTROL
 DY0015  ___________________________________________________________________
 DY0015* NAD 83(1986)-  33 46 43.     (N)    118 07 07.     (W)     SCALED    
 DY0015* NAVD 88     -        24.68   (+/-2cm)      81.0    (feet)  VERTCON   
 DY0015  ___________________________________________________________________
 DY0015  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0015  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0015
 DY0015.The horizontal coordinates were scaled from a topographic map and have
 DY0015.an estimated accuracy of +/- 6 seconds.
 DY0015
 DY0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0015.The vertical order pertains to the NGVD 29 superseded value.
 DY0015
 DY0015.The geoid height was determined by GEOID03.
 DY0015
 DY0015;                    North         East    Units  Estimated Accuracy
 DY0015;SPC CA 5     -   530,910.    1,989,010.      MT  (+/- 180 meters Scaled)
 DY0015
 DY0015                          SUPERSEDED SURVEY CONTROL
 DY0015
 DY0015  NGVD 29 (??/??/92)   23.926  (m)           78.50   (f) ADJ UNCH    1 2
 DY0015
 DY0015.Superseded values are not recommended for survey control.
 DY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0015.See file dsdata.txt to determine how the superseded data were derived.
 DY0015
 DY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT964381(NAD 83)
 DY0015_MARKER: R = RIVET
 DY0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0015_SP_SET: CATCH BASIN
 DY0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0015
 DY0015  HISTORY     - Date     Condition        Report By
 DY0015  HISTORY     - UNK      MONUMENTED       DOD
 DY0015  HISTORY     - 1954     GOOD             NGS
 DY0015  HISTORY     - 1958     GOOD             NGS
 DY0015  HISTORY     - 20060124 MARK NOT FOUND   GEOCAC
 DY0015
 DY0015                          STATION DESCRIPTION
 DY0015
 DY0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0015'AT LONG BEACH.
 DY0015'AT LONG BEACH, AT THE VETERANS ADMINISTRATION (FORMER U.S.
 DY0015'NAVAL) HOSPITAL, 0.2 MILE NORTHEAST ALONG EAST ROAD FROM THE
 DY0015'SEVENTH STREET ENTRANCE, ABOUT 25 YARDS NORTHEAST OF AND ACROSS
 DY0015'THE ROAD FROM BUILDING 26, AT THE T JUNCTION OF A ROAD LEADING
 DY0015'EAST TO THE OFFICERS QUARTERS, IN THE TOP OF THE EAST CONCRETE
 DY0015'CURB OF EAST ROAD, AT THE NORTHWEST CORNER OF A CATCH BASIN,
 DY0015'30 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 DY0015'AND 1.9 FEET NORTH OF THE NORTHWEST CORNER OF A STEEL COVER
 DY0015'FOR THE DRAIN.
 DY0015
 DY0015                          STATION RECOVERY (1958)
 DY0015
 DY0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0015'RECOVERED IN GOOD CONDITION.
 DY0015
 DY0015                          STATION RECOVERY (2006)
 DY0015
 DY0015'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DY0015'MARK NOT LOCATED. THIS FACILITY HAS CHANGED A LOT SINCE LAST RECOVERY
 DY0015'IN 1958.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0223 ***********************************************************************
 EU0223  DESIGNATION -  20 V
 EU0223  PID         -  EU0223
 EU0223  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0223  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0223
 EU0223                         *CURRENT SURVEY CONTROL
 EU0223  ___________________________________________________________________
 EU0223* NAD 83(1986)-  34 12 07.     (N)    114 35 13.     (W)     SCALED    
 EU0223* NAVD 88     -       302.97   (+/-2cm)     994.0    (feet)  VERTCON   
 EU0223  ___________________________________________________________________
 EU0223  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EU0223  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0223
 EU0223.The horizontal coordinates were scaled from a topographic map and have
 EU0223.an estimated accuracy of +/- 6 seconds.
 EU0223
 EU0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0223.The vertical order pertains to the NGVD 29 superseded value.
 EU0223
 EU0223.The geoid height was determined by GEOID03.
 EU0223
 EU0223;                    North         East    Units  Estimated Accuracy
 EU0223;SPC CA 5     -   583,200.    2,314,500.      MT  (+/- 180 meters Scaled)
 EU0223
 EU0223                          SUPERSEDED SURVEY CONTROL
 EU0223
 EU0223  NGVD 29 (??/??/??)  302.321  (m)          991.86   (f) ADJUSTED    1 1
 EU0223
 EU0223.Superseded values are not recommended for survey control.
 EU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0223.See file dsdata.txt to determine how the superseded data were derived.
 EU0223
 EU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT223871(NAD 83)
 EU0223_MARKER: P = PIPE CAP
 EU0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0223_STAMPING: 20 V
 EU0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0223
 EU0223  HISTORY     - Date     Condition        Report By
 EU0223  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0223  HISTORY     - 1971     GOOD             USGS
 EU0223  HISTORY     - 1976     GOOD             NGS
 EU0223
 EU0223                          STATION DESCRIPTION
 EU0223
 EU0223'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 EU0223'7 MI NW FROM VIDAL.
 EU0223'7.0 MILES NORTHWEST OF VIDAL, SAN BERNARDINO COUNTY, ABOUT 1/4
 EU0223'MILE EAST OF A MINE ROAD LEADING NORTHWEST FROM VIDAL, ABOUT
 EU0223'400 FEET NORTH OF PRELIMINARY LOCATION SURVEY STATION 1494+30,
 EU0223'AND ON THE TOP OF A RIDGE.  A METROPOLITAN WATER DISTRICT OF
 EU0223'SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A
 EU0223'1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY A
 EU0223'FENCE.  NOTE-- THIS BENCH MARK CAN BE BEST REACHED BY GOING 6.7
 EU0223'MILES NORTH ALONG THE NEEDLES ROAD FROM VIDAL TO A POINT 0.2
 EU0223'MILE WEST OF A RIGHT-ANGLE TURN IN THE ROAD, THENCE 0.6 MILE
 EU0223'NORTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST RIDGE IN THE
 EU0223'VICINITY.
 EU0223
 EU0223                          STATION RECOVERY (1976)
 EU0223
 EU0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0223'0.7 MILE NORTHEAST ALONG THE AQUEDUCT FROM ITS INTERSECTION WITH
 EU0223'HIGHWAY 95 AT VIDAL JUNCTION, THENCE 0.3 MILE NORTH ALONG A RIDGE, A
 EU0223'CONCRETE POST ON TOP OF THE RIDGE, RIDGE LOCATED 0.05 MILE NORTH OF
 EU0223'SIPHON HEADWALL 28.13.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0224 ***********************************************************************
 EU0224  DESIGNATION -  20 W
 EU0224  PID         -  EU0224
 EU0224  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0224  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0224
 EU0224                         *CURRENT SURVEY CONTROL
 EU0224  ___________________________________________________________________
 EU0224* NAD 83(1986)-  34 12 16.     (N)    114 34 03.     (W)     SCALED    
 EU0224* NAVD 88     -       300.80   (+/-2cm)     986.9    (feet)  VERTCON   
 EU0224  ___________________________________________________________________
 EU0224  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EU0224  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0224
 EU0224.The horizontal coordinates were scaled from a topographic map and have
 EU0224.an estimated accuracy of +/- 6 seconds.
 EU0224
 EU0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0224.The vertical order pertains to the NGVD 29 superseded value.
 EU0224
 EU0224.The geoid height was determined by GEOID03.
 EU0224
 EU0224;                    North         East    Units  Estimated Accuracy
 EU0224;SPC CA 5     -   583,540.    2,316,280.      MT  (+/- 180 meters Scaled)
 EU0224
 EU0224                          SUPERSEDED SURVEY CONTROL
 EU0224
 EU0224  NGVD 29 (??/??/??)  300.146  (m)          984.73   (f) ADJUSTED    1 1
 EU0224
 EU0224.Superseded values are not recommended for survey control.
 EU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0224.See file dsdata.txt to determine how the superseded data were derived.
 EU0224
 EU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT241875(NAD 83)
 EU0224_MARKER: P = PIPE CAP
 EU0224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0224_STAMPING: 20 W
 EU0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0224
 EU0224  HISTORY     - Date     Condition        Report By
 EU0224  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0224  HISTORY     - 1971     GOOD             USGS
 EU0224  HISTORY     - 1976     GOOD             NGS
 EU0224
 EU0224                          STATION DESCRIPTION
 EU0224
 EU0224'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 EU0224'6.8 MI NW FROM VIDAL.
 EU0224'ABOUT 6-3/4 MILES NORTHWEST OF VIDAL, SAN BERNARDINO COUNTY,
 EU0224'ABOUT 1-1/4 MILES EAST OF A MINE ROAD LEADING NORTHWEST FROM
 EU0224'VIDAL, AND ABOUT 450 FEET NORTH OF PRELIMINARY LOCATION SURVEY
 EU0224'STATION 1435+60.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0224'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0224'GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0224'NOTE-- THIS BENCH MARK CAN BE BEST REACHED BY GOING 6.5 MILES
 EU0224'NORTH ALONG THE NEEDLES ROAD FROM VIDAL, TO A RIGHT-ANGLE TURN,
 EU0224'THENCE 0.8 MILE EAST ALONG THE METROPOLITAN DISTRICT ROAD TO A
 EU0224'POINT ON THE EAST SIDE OF A WIDE WASH, 0.3 MILE NORTH ALONG THE
 EU0224'EAST SIDE OF THE WASH, AND 200 FEET EAST OF THE WASH.
 EU0224
 EU0224                          STATION RECOVERY (1976)
 EU0224
 EU0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0224'1.15 MILES EAST ALONG THE AQUEDUCT FROM ITS INTERSECTION WITH STATE
 EU0224'HIGHWAY 95 AT VIDAL JUNCTION, THENCE 0.3 MILE NORTH ACROSS COUNTRY,
 EU0224'0.35 MILE NORTHEAST OF SIPHON HEADWALL 27.00, SURROUNDED BY 2 BY 2 5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1614 ***********************************************************************
 EW1614  DESIGNATION -  20 W C OF LA
 EW1614  PID         -  EW1614
 EW1614  STATE/COUNTY-  CA/LOS ANGELES
 EW1614  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1614
 EW1614                         *CURRENT SURVEY CONTROL
 EW1614  ___________________________________________________________________
 EW1614* NAD 83(1986)-  34 00 03.     (N)    118 26 22.     (W)     SCALED    
 EW1614* NAVD 88     -        14.76   (+/-2cm)      48.4    (feet)  VERTCON   
 EW1614  ___________________________________________________________________
 EW1614  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 EW1614  VERT ORDER  -  THIRD (See Below)
 EW1614
 EW1614.The horizontal coordinates were scaled from a topographic map and have
 EW1614.an estimated accuracy of +/- 6 seconds.
 EW1614
 EW1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1614.The vertical order pertains to the NGVD 29 superseded value.
 EW1614
 EW1614.The geoid height was determined by GEOID03.
 EW1614
 EW1614;                    North         East    Units  Estimated Accuracy
 EW1614;SPC CA 5     -   555,640.    1,959,400.      MT  (+/- 180 meters Scaled)
 EW1614
 EW1614                          SUPERSEDED SURVEY CONTROL
 EW1614
 EW1614  NGVD 29 (??/??/??)   14.01   (m)           46.0    (f) RESET       3  
 EW1614
 EW1614.Superseded values are not recommended for survey control.
 EW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1614.See file dsdata.txt to determine how the superseded data were derived.
 EW1614
 EW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT670631(NAD 83)
 EW1614_MARKER: DD = SURVEY DISK
 EW1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1614_STAMPING: 20 W 46.04
 EW1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1614+STABILITY: SURFACE MOTION
 EW1614
 EW1614  HISTORY     - Date     Condition        Report By
 EW1614  HISTORY     - UNK      MONUMENTED       CA1980
 EW1614  HISTORY     - 1964     GOOD             NGS
 EW1614
 EW1614                          STATION DESCRIPTION
 EW1614
 EW1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1614'AT VENICE.
 EW1614'AT VENICE, AT THE JUNCTION OF VENICE BOULEVARD AND MEIER STREET,
 EW1614'14.2 FEET NORTHWEST OF THE NORTHWEST CURB OF THE BOULEVARD, 2.1
 EW1614'FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, 1.6 FEET
 EW1614'SOUTHWEST OF A FIRE HYDRANT, ABOUT LEVEL WITH THE TOP OF THE
 EW1614'CURB, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EW1614'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0225 ***********************************************************************
 EU0225  DESIGNATION -  20 X
 EU0225  PID         -  EU0225
 EU0225  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0225  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0225
 EU0225                         *CURRENT SURVEY CONTROL
 EU0225  ___________________________________________________________________
 EU0225* NAD 83(1986)-  34 12 02.     (N)    114 33 04.     (W)     SCALED    
 EU0225* NAVD 88     -       295.09   (+/-2cm)     968.1    (feet)  VERTCON   
 EU0225  ___________________________________________________________________
 EU0225  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EU0225  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0225
 EU0225.The horizontal coordinates were scaled from a topographic map and have
 EU0225.an estimated accuracy of +/- 6 seconds.
 EU0225
 EU0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0225.The vertical order pertains to the NGVD 29 superseded value.
 EU0225
 EU0225.The geoid height was determined by GEOID03.
 EU0225
 EU0225;                    North         East    Units  Estimated Accuracy
 EU0225;SPC CA 5     -   583,160.    2,317,800.      MT  (+/- 180 meters Scaled)
 EU0225
 EU0225                          SUPERSEDED SURVEY CONTROL
 EU0225
 EU0225  NGVD 29 (??/??/??)  294.441  (m)          966.01   (f) ADJUSTED    1 1
 EU0225
 EU0225.Superseded values are not recommended for survey control.
 EU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0225.See file dsdata.txt to determine how the superseded data were derived.
 EU0225
 EU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT256871(NAD 83)
 EU0225_MARKER: P = PIPE CAP
 EU0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0225_STAMPING: 20 X
 EU0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0225
 EU0225  HISTORY     - Date     Condition        Report By
 EU0225  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0225  HISTORY     - 1930     GOOD             MWDSC
 EU0225  HISTORY     - 1971     GOOD             USGS
 EU0225  HISTORY     - 1975     GOOD             MWDSC
 EU0225
 EU0225                          STATION DESCRIPTION
 EU0225
 EU0225'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0225'6.2 MI NNW FROM VIDAL.
 EU0225'ABOUT 6-1/4 MILES NORTH NORTHWEST OF VIDAL, SAN BERNARDINO
 EU0225'COUNTY, ABOUT ONE MILE WEST OF THE OLD MINE ROAD BRANCHING
 EU0225'NORTHWEST FROM THE VIDAL-NEEDLES ROAD AT A POINT ABOUT 3-1/2
 EU0225'MILES NORTH OF VIDAL, AND ABOUT 800 FEET SOUTHWEST OF PRELIMINARY
 EU0225'LOCATION SURVEY STATION 1378+55.  A METROPOLITAN WATER DISTRICT
 EU0225'OF SOUTHERN CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A
 EU0225'1-INCH GALVANIZED-IRON PIPE SET IN CONCRETE AND SURROUNDED BY A
 EU0225'FENCE.
 EU0225
 EU0225                          STATION RECOVERY (1971)
 EU0225
 EU0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0225'RECOVERED IN GOOD CONDITION.
 EU0225
 EU0225                          STATION RECOVERY (1975)
 EU0225
 EU0225'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0225'VIDAL JUNCTION, 1 1/2 MI. NE. OF.  1650 FT. N. AND 2100 FT. W. OF THE
 EU0225'SE. COR. OF SEC. 3, T. 1 N., R. 23 E.  ABOUT 250 FT. S. AND 200 FT. E.
 EU0225'OF A TRANSITION STRUCTURE ON THE COLORADO RIVER AQUEDUCT AT MILE
 EU0225'STATION 26.06.  ABOUT 10 FT. N. OF E-W ROAD.  A 1-INCH GALVANIZED IRON
 EU0225'PIPE WITH BRONZE CAP, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0226 ***********************************************************************
 EU0226  DESIGNATION -  20 Y
 EU0226  PID         -  EU0226
 EU0226  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0226  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0226
 EU0226                         *CURRENT SURVEY CONTROL
 EU0226  ___________________________________________________________________
 EU0226* NAD 83(1986)-  34 12 06.     (N)    114 31 49.     (W)     SCALED    
 EU0226* NAVD 88     -       304.66   (+/-2cm)     999.5    (feet)  VERTCON   
 EU0226  ___________________________________________________________________
 EU0226  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EU0226  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0226
 EU0226.The horizontal coordinates were scaled from a topographic map and have
 EU0226.an estimated accuracy of +/- 6 seconds.
 EU0226
 EU0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0226.The vertical order pertains to the NGVD 29 superseded value.
 EU0226
 EU0226.The geoid height was determined by GEOID03.
 EU0226
 EU0226;                    North         East    Units  Estimated Accuracy
 EU0226;SPC CA 5     -   583,350.    2,319,720.      MT  (+/- 180 meters Scaled)
 EU0226
 EU0226                          SUPERSEDED SURVEY CONTROL
 EU0226
 EU0226  NGVD 29 (??/??/??)  304.010  (m)          997.41   (f) ADJUSTED    1 1
 EU0226
 EU0226.Superseded values are not recommended for survey control.
 EU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0226.See file dsdata.txt to determine how the superseded data were derived.
 EU0226
 EU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT275872(NAD 83)
 EU0226_MARKER: P = PIPE CAP
 EU0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0226_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0226_STAMPING: 20 Y
 EU0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0226
 EU0226  HISTORY     - Date     Condition        Report By
 EU0226  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0226  HISTORY     - 1930     GOOD             MWDSC
 EU0226  HISTORY     - 1971     GOOD             USGS
 EU0226  HISTORY     - 1975     GOOD             MWDSC
 EU0226
 EU0226                          STATION DESCRIPTION
 EU0226
 EU0226'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0226'5.8 MI N FROM VIDAL.
 EU0226'ABOUT 5-3/4 MILES NORTH OF VIDAL, SAN BERNARDINO COUNTY, ABOUT
 EU0226'1/4 MILE EAST OF THE OLD MINE ROAD BRANCHING NORTHWEST FROM THE
 EU0226'VIDAL-NEEDLES ROAD AT A POINT ABOUT 3-1/2 MILES NORTH OF VIDAL,
 EU0226'AND 300 FEET NORTH OF PRELIMINARY LOCATION SURVEY STATION
 EU0226'1316+10.  A METROPOLITAN WATER DISTRIT OF SOUTHERN CALIFORNIA
 EU0226'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0226'PIPE SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0226
 EU0226                          STATION RECOVERY (1971)
 EU0226
 EU0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0226'RECOVERED IN GOOD CONDITION.
 EU0226
 EU0226                          STATION RECOVERY (1975)
 EU0226
 EU0226'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0226'VIDAL JUNCTION, 2 1/2 MI. ENE. OF.  2400 FT. N. AND 1500 FT. W. OF THE
 EU0226'SE. COR. OF SEC. 2, T. 1 N., R. 23 E.  ABOUT 1600 FT. N. OF THE
 EU0226'COLORADO RIVER AQUEDUCT ALONG A DIRT ROAD FROM APPROXIMATE MILE
 EU0226'STATION 24.7.  ABOUT 350 FT. W. OF ROAD, ON A LOW RIDGE.  A 1-INCH
 EU0226'GALVANIZED IRON PIPE WITH BRONZE CAP, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0227 ***********************************************************************
 EU0227  DESIGNATION -  20 Z
 EU0227  PID         -  EU0227
 EU0227  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0227  USGS QUAD   -  VIDAL JUNCTION (1971)
 EU0227
 EU0227                         *CURRENT SURVEY CONTROL
 EU0227  ___________________________________________________________________
 EU0227* NAD 83(1986)-  34 12 06.     (N)    114 30 38.     (W)     SCALED    
 EU0227* NAVD 88     -       304.72   (+/-2cm)     999.7    (feet)  VERTCON   
 EU0227  ___________________________________________________________________
 EU0227  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EU0227  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0227
 EU0227.The horizontal coordinates were scaled from a topographic map and have
 EU0227.an estimated accuracy of +/- 6 seconds.
 EU0227
 EU0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0227.The vertical order pertains to the NGVD 29 superseded value.
 EU0227
 EU0227.The geoid height was determined by GEOID03.
 EU0227
 EU0227;                    North         East    Units  Estimated Accuracy
 EU0227;SPC CA 5     -   583,410.    2,321,530.      MT  (+/- 180 meters Scaled)
 EU0227
 EU0227                          SUPERSEDED SURVEY CONTROL
 EU0227
 EU0227  NGVD 29 (??/??/??)  304.070  (m)          997.60   (f) ADJUSTED    1 1
 EU0227
 EU0227.Superseded values are not recommended for survey control.
 EU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0227.See file dsdata.txt to determine how the superseded data were derived.
 EU0227
 EU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT293873(NAD 83)
 EU0227_MARKER: P = PIPE CAP
 EU0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0227_STAMPING: 20 Z
 EU0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0227
 EU0227  HISTORY     - Date     Condition        Report By
 EU0227  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0227  HISTORY     - 1930     GOOD             MWDSC
 EU0227  HISTORY     - 1971     GOOD             USGS
 EU0227  HISTORY     - 1975     GOOD             MWDSC
 EU0227
 EU0227                          STATION DESCRIPTION
 EU0227
 EU0227'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0227'5.5 MI N FROM VIDAL.
 EU0227'ABOUT 5-1/2 MILES NORTH OF VIDAL, SAN BERNARDINO COUNTY, ABOUT
 EU0227'600 FEET WEST OF THE VIDAL-NEEDLES ROAD, AND ABOUT 600 FEET
 EU0227'NORTHEAST OF PRELIMINARY LOCATION SURVEY STATION 1245+05=1243+20.
 EU0227'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0227'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET
 EU0227'IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0227
 EU0227                          STATION RECOVERY (1971)
 EU0227
 EU0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EU0227'RECOVERED IN GOOD CONDITION.
 EU0227
 EU0227                          STATION RECOVERY (1975)
 EU0227
 EU0227'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0227'VIDAL JUNCTION, 3 1/2 MI. E. OF.  2400 FT. N. AND 900 FT. W. OF THE
 EU0227'SE. COR. OF SEC. 1, T. 1 N., R. 23 E.  ABOUT 600 FT. E. OF A
 EU0227'TRANSITION STRUCTURE ON THE COLORADO RIVER AQUEDUCT AT MILE STATION
 EU0227'23.82 AND ABOUT 1300 FT. N. OF THE AQUEDUCT.  400 FT. SE. OF A
 EU0227'DIVERSION DIKE, ON A LOW RIDGE.  A 1-INCH GALVANIZED IRON PIPE WITH
 EU0227'BRONZE CAP, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0265 ***********************************************************************
 HT0265  DESIGNATION -  20+50 USE
 HT0265  PID         -  HT0265
 HT0265  STATE/COUNTY-  CA/ALAMEDA
 HT0265  USGS QUAD   -  SAN LEANDRO (1993)
 HT0265
 HT0265                         *CURRENT SURVEY CONTROL
 HT0265  ___________________________________________________________________
 HT0265* NAD 83(1986)-  37 43 40.     (N)    122 12 22.     (W)     SCALED    
 HT0265* NAVD 88     -         0.98   (+/-2cm)       3.2    (feet)  VERTCON   
 HT0265  ___________________________________________________________________
 HT0265  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HT0265  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0265
 HT0265.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0265
 HT0265.The horizontal coordinates were scaled from a topographic map and have
 HT0265.an estimated accuracy of +/- 6 seconds.
 HT0265
 HT0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0265.The vertical order pertains to the NGVD 29 superseded value.
 HT0265
 HT0265.The geoid height was determined by GEOID03.
 HT0265
 HT0265;                    North         East    Units  Estimated Accuracy
 HT0265;SPC CA 3     -   637,630.    1,849,620.      MT  (+/- 180 meters Scaled)
 HT0265
 HT0265                          SUPERSEDED SURVEY CONTROL
 HT0265
 HT0265  NGVD 29 (??/??/92)    0.16   (m)            0.5    (f) COMPUTED    1 2
 HT0265
 HT0265.Superseded values are not recommended for survey control.
 HT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0265.See file dsdata.txt to determine how the superseded data were derived.
 HT0265
 HT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG699759(NAD 83)
 HT0265_MARKER: P = PIPE CAP
 HT0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0265
 HT0265  HISTORY     - Date     Condition        Report By
 HT0265  HISTORY     - UNK      MONUMENTED       DOD
 HT0265  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0265  HISTORY     - 1963     MARK NOT FOUND   NGS
 HT0265
 HT0265                          STATION DESCRIPTION
 HT0265
 HT0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0265'AT OAKLAND MUN AIRPORT.
 HT0265'1945 DESCRIPTION-- AT OAKLAND MUNICIPAL AIRPORT, 500 FEET
 HT0265'NORTHEAST OF THE CENTER OF THE NEW NORTHWEST-AND-SOUTHEAST
 HT0265'RUNWAY, 101 FEET NORTHEAST OF THE NORTHEAST END OF THE
 HT0265'GASOLINE-SUPPLY HOUSE, 31.5 FEET SOUTHWEST OF A CONCRETE GRILL
 HT0265'OVER A DRAIN, AND 1.5 FEET SOUTH OF A RED AND WHITE REFERENCE
 HT0265'POST.  A 1-3/4-INCH IRON PIPE SET IN CONCRETE (NO CAP).
 HT0265
 HT0265                          STATION RECOVERY (1963)
 HT0265
 HT0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1007 ***********************************************************************
 HT1007  DESIGNATION -  20.1 C OF O
 HT1007  PID         -  HT1007
 HT1007  STATE/COUNTY-  CA/ALAMEDA
 HT1007  USGS QUAD   -  OAKLAND WEST (1993)
 HT1007
 HT1007                         *CURRENT SURVEY CONTROL
 HT1007  ___________________________________________________________________
 HT1007* NAD 83(1986)-  37 48 44.     (N)    122 15 58.     (W)     SCALED    
 HT1007* NAVD 88     -         6.96   (+/-2cm)      22.8    (feet)  VERTCON   
 HT1007  ___________________________________________________________________
 HT1007  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT1007  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1007
 HT1007.The horizontal coordinates were scaled from a topographic map and have
 HT1007.an estimated accuracy of +/- 6 seconds.
 HT1007
 HT1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1007.The vertical order pertains to the NGVD 29 superseded value.
 HT1007
 HT1007.The geoid height was determined by GEOID03.
 HT1007
 HT1007;                    North         East    Units  Estimated Accuracy
 HT1007;SPC CA 3     -   647,100.    1,844,500.      MT  (+/- 180 meters Scaled)
 HT1007
 HT1007                          SUPERSEDED SURVEY CONTROL
 HT1007
 HT1007  NGVD 29 (??/??/92)    6.134  (m)           20.12   (f) ADJ UNCH    1 1
 HT1007
 HT1007.Superseded values are not recommended for survey control.
 HT1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1007.See file dsdata.txt to determine how the superseded data were derived.
 HT1007
 HT1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG645852(NAD 83)
 HT1007_MARKER: Z = SEE DESCRIPTION
 HT1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1007+STABILITY: SURFACE MOTION
 HT1007
 HT1007  HISTORY     - Date     Condition        Report By
 HT1007  HISTORY     - UNK      MONUMENTED       CA2480
 HT1007  HISTORY     - 1956     GOOD             NGS
 HT1007  HISTORY     - 1969     GOOD             NGS
 HT1007  HISTORY     - 1987     GOOD             USPSQD
 HT1007
 HT1007                          STATION DESCRIPTION
 HT1007
 HT1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT1007'AT OAKLAND.
 HT1007'AT OAKLAND, IN R4W T1S, AT THE INTERSECTION OF BROADWAY AND
 HT1007'23RD STREET, 12 FEET NORTHWEST OF THE CENTER OF THE
 HT1007'INTERSECTION, 9.4 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 HT1007'MANHOLE COVER, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN
 HT1007'AN 8-INCH IRON PIPE 0.9 FOOT BELOW THE SURFACE OF THE STREET.
 HT1007'NOTE-- ACCESS TO MARK HAD THROUGH A CAST IRON COVER.
 HT1007
 HT1007                          STATION RECOVERY (1969)
 HT1007
 HT1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT1007'RECOVERED IN GOOD CONDITION.
 HT1007
 HT1007                          STATION RECOVERY (1987)
 HT1007
 HT1007'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1006 ***********************************************************************
 HT1006  DESIGNATION -  20.7 C OF O
 HT1006  PID         -  HT1006
 HT1006  STATE/COUNTY-  CA/ALAMEDA
 HT1006  USGS QUAD   -  OAKLAND WEST (1993)
 HT1006
 HT1006                         *CURRENT SURVEY CONTROL
 HT1006  ___________________________________________________________________
 HT1006* NAD 83(1986)-  37 48 45.     (N)    122 16 07.     (W)     SCALED    
 HT1006* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 HT1006  ___________________________________________________________________
 HT1006  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 HT1006  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1006
 HT1006.The horizontal coordinates were scaled from a topographic map and have
 HT1006.an estimated accuracy of +/- 6 seconds.
 HT1006
 HT1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1006.The vertical order pertains to the NGVD 29 superseded value.
 HT1006
 HT1006.The geoid height was determined by GEOID03.
 HT1006
 HT1006;                    North         East    Units  Estimated Accuracy
 HT1006;SPC CA 3     -   647,130.    1,844,280.      MT  (+/- 180 meters Scaled)
 HT1006
 HT1006                          SUPERSEDED SURVEY CONTROL
 HT1006
 HT1006  NGVD 29 (??/??/??)    6.299  (m)           20.67   (f) ADJUSTED    1 1
 HT1006
 HT1006.Superseded values are not recommended for survey control.
 HT1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1006.See file dsdata.txt to determine how the superseded data were derived.
 HT1006
 HT1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG643852(NAD 83)
 HT1006_MARKER: Z = SEE DESCRIPTION
 HT1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1006+STABILITY: SURFACE MOTION
 HT1006
 HT1006  HISTORY     - Date     Condition        Report By
 HT1006  HISTORY     - UNK      MONUMENTED       CA2480
 HT1006  HISTORY     - 1956     GOOD             NGS
 HT1006  HISTORY     - 1969     GOOD             NGS
 HT1006  HISTORY     - 1987     GOOD             USPSQD
 HT1006
 HT1006                          STATION DESCRIPTION
 HT1006
 HT1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT1006'AT OAKLAND.
 HT1006'AT OAKLAND, IN R4W T1N, ALONG TELEGRAPH AVENUE, 6 FEET NORTH OF
 HT1006'THE CENTER LINE OF 23RD STREET, 3 FEET WEST OF THE PROLONGATION
 HT1006'OF THE WEST CURB OF THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 HT1006'POST ENCASED IN AN 8-INCH IRON PIPE 0.9 FOOT BELOW THE ASPHALT
 HT1006'SURFACE.  NOTE-- ACCESS TO MARK HAD THROUGH A CAST IRON COVER.
 HT1006
 HT1006                          STATION RECOVERY (1969)
 HT1006
 HT1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT1006'RECOVERED IN GOOD CONDITION.
 HT1006
 HT1006                          STATION RECOVERY (1987)
 HT1006
 HT1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2358 ***********************************************************************
 FU2358  DESIGNATION -  200 DWR
 FU2358  PID         -  FU2358
 FU2358  STATE/COUNTY-  CA/KERN
 FU2358  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2358
 FU2358                         *CURRENT SURVEY CONTROL
 FU2358  ___________________________________________________________________
 FU2358* NAD 83(1986)-  35 09 59.     (N)    119 20 44.     (W)     SCALED    
 FU2358* NAVD 88     -       124.80   (+/-2cm)     409.4    (feet)  VERTCON   
 FU2358  ___________________________________________________________________
 FU2358  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 FU2358  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2358
 FU2358.The horizontal coordinates were scaled from a topographic map and have
 FU2358.an estimated accuracy of +/- 6 seconds.
 FU2358
 FU2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2358.The vertical order pertains to the NGVD 29 superseded value.
 FU2358
 FU2358.The geoid height was determined by GEOID03.
 FU2358
 FU2358;                    North         East    Units  Estimated Accuracy
 FU2358;SPC CA 5     -   685,670.    1,877,430.      MT  (+/- 180 meters Scaled)
 FU2358
 FU2358                          SUPERSEDED SURVEY CONTROL
 FU2358
 FU2358  NGVD 29 (??/??/92)  124.033  (m)          406.93   (f) ADJ UNCH    1 1
 FU2358
 FU2358.Superseded values are not recommended for survey control.
 FU2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2358.See file dsdata.txt to determine how the superseded data were derived.
 FU2358
 FU2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU863940(NAD 83)
 FU2358_MARKER: P = PIPE CAP
 FU2358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2358_STAMPING: HOC 1/4 S 1 12 RE 5461
 FU2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2358
 FU2358  HISTORY     - Date     Condition        Report By
 FU2358  HISTORY     - UNK      MONUMENTED       CADWR
 FU2358  HISTORY     - 1964     GOOD             NGS
 FU2358  HISTORY     - 1970     GOOD             NGS
 FU2358
 FU2358                          STATION DESCRIPTION
 FU2358
 FU2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2358'9 MI E FROM TAFT.
 FU2358'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2358'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280
 FU2358'B AND GARDNER FIELD ROAD, THENCE 2.6 MILES NORTHEAST ALONG
 FU2358'RICHFIELD OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.8
 FU2358'MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.25 MILE NORTHWEST ALONG
 FU2358'A DIRT ROAD ALONG A TELEPHONE LINE, 92 FEET NORTHEAST OF THE
 FU2358'CENTER LINE OF THE ROAD, 75 FEET EAST-NORTHEAST OF A TELEPHONE
 FU2358'POLE, 3.5 FEET SOUTHEAST OF A WITNESS POST.  1/2 FOOT HIGHER THAN
 FU2358'THE ROAD AND SCREWED ON THE TOP OF A 2-INCH IRON PIPE WHICH
 FU2358'PROJECTS 0.6 FOOT.
 FU2358
 FU2358                          STATION RECOVERY (1970)
 FU2358
 FU2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0970 ***********************************************************************
 FV0970  DESIGNATION -  200 USGS
 FV0970  PID         -  FV0970
 FV0970  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0970  USGS QUAD   -  CAMBRIA (1979)
 FV0970
 FV0970                         *CURRENT SURVEY CONTROL
 FV0970  ___________________________________________________________________
 FV0970* NAD 83(1986)-  35 34 27.     (N)    121 02 16.     (W)     SCALED    
 FV0970* NAVD 88     -        61.74   (+/-2cm)     202.6    (feet)  VERTCON   
 FV0970  ___________________________________________________________________
 FV0970  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 FV0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0970
 FV0970.The horizontal coordinates were scaled from a topographic map and have
 FV0970.an estimated accuracy of +/- 6 seconds.
 FV0970
 FV0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0970.The vertical order pertains to the NGVD 29 superseded value.
 FV0970
 FV0970.The geoid height was determined by GEOID03.
 FV0970
 FV0970;                    North         East    Units  Estimated Accuracy
 FV0970;SPC CA 5     -   734,250.    1,724,670.      MT  (+/- 180 meters Scaled)
 FV0970
 FV0970                          SUPERSEDED SURVEY CONTROL
 FV0970
 FV0970  NGVD 29 (??/??/92)   60.879  (m)          199.73   (f) ADJ UNCH    2 0
 FV0970
 FV0970.Superseded values are not recommended for survey control.
 FV0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0970.See file dsdata.txt to determine how the superseded data were derived.
 FV0970
 FV0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE778384(NAD 83)
 FV0970_MARKER: DD = SURVEY DISK
 FV0970_SETTING: 66 = SET IN ROCK OUTCROP
 FV0970_SP_SET: OUTCROP
 FV0970_STAMPING: 200 1917
 FV0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FV0970+STABILITY: POSITION/ELEVATION WELL
 FV0970
 FV0970  HISTORY     - Date     Condition        Report By
 FV0970  HISTORY     - 1917     MONUMENTED       USGS
 FV0970  HISTORY     - 1943     GOOD             NGS
 FV0970
 FV0970                          STATION DESCRIPTION
 FV0970
 FV0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FV0970'3.1 MI SE FROM CAMBRIA.
 FV0970'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 41, 150 FEET NORTHWEST OF
 FV0970'THE SANTA ROSA RURAL SCHOOL HOUSE, 15 FEET NORTH OF THE CENTER
 FV0970'LINE OF THE HIGHWAY AND SET 4 FEET ABOVE THE SURFACE OF THE
 FV0970'HIGHWAY IN A LARGE ROCK OUTCROP.  A U.S. GEOLOGICAL SURVEY
 FV0970'STANDARD DISK STAMPED 200 1917.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3681 ***********************************************************************
 EW3681  DESIGNATION -  200+00 CAHD
 EW3681  PID         -  EW3681
 EW3681  STATE/COUNTY-  CA/KERN
 EW3681  USGS QUAD   -  GRAPEVINE (1991)
 EW3681
 EW3681                         *CURRENT SURVEY CONTROL
 EW3681  ___________________________________________________________________
 EW3681* NAD 83(1986)-  34 58 54.     (N)    118 56 38.     (W)     SCALED    
 EW3681* NAVD 88     -       349.20   (+/-2cm)    1145.7    (feet)  VERTCON   
 EW3681  ___________________________________________________________________
 EW3681  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EW3681  VERT ORDER  -  THIRD (See Below)
 EW3681
 EW3681.The horizontal coordinates were scaled from a topographic map and have
 EW3681.an estimated accuracy of +/- 6 seconds.
 EW3681
 EW3681.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3681.The vertical order pertains to the NGVD 29 superseded value.
 EW3681
 EW3681.The geoid height was determined by GEOID03.
 EW3681
 EW3681;                    North         East    Units  Estimated Accuracy
 EW3681;SPC CA 5     -   664,760.    1,913,820.      MT  (+/- 180 meters Scaled)
 EW3681
 EW3681                          SUPERSEDED SURVEY CONTROL
 EW3681
 EW3681  NGVD 29 (??/??/??)  348.42   (m)         1143.1    (f) RESET       3  
 EW3681
 EW3681.Superseded values are not recommended for survey control.
 EW3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3681.See file dsdata.txt to determine how the superseded data were derived.
 EW3681
 EW3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU225727(NAD 83)
 EW3681_MARKER: DD = SURVEY DISK
 EW3681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3681_STAMPING: 200+00 56.1
 EW3681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3681+STABILITY: SURFACE MOTION
 EW3681
 EW3681  HISTORY     - Date     Condition        Report By
 EW3681  HISTORY     - UNK      MONUMENTED       CADH
 EW3681  HISTORY     - 1964     GOOD             NGS
 EW3681  HISTORY     - 1972     MARK NOT FOUND   NGS
 EW3681  HISTORY     - 19880426 MARK NOT FOUND   USPSQD
 EW3681
 EW3681                          STATION DESCRIPTION
 EW3681
 EW3681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW3681'1.5 MI S FROM WHEELER RIDGE.
 EW3681'1.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 EW3681'WHEELER RIDGE, 18 FEET EAST OF THE EAST EDGE OF THE CONCRETE
 EW3681'PAVEMENT OF THE WEST TRAFFIC LANES, 68 FEET NORTH OF A 36-INCH
 EW3681'PIPE CULVERT NO. 199+38, 2.0 FEET NORTH OF HIGHWAY STATION
 EW3681'MARKER 200+00, ABOUT 4 FEET LOWER THAN THE WEST LANES, AND SET
 EW3681'IN THE TOP OF A CONCRETE POST 1.0 FOOT UNDERGROUND.
 EW3681
 EW3681                          STATION RECOVERY (1972)
 EW3681
 EW3681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EW3681'MARK NOT FOUND.
 EW3681
 EW3681                          STATION RECOVERY (1988)
 EW3681
 EW3681'RECOVERY NOTE BY US POWER SQUADRON 1988 (TRB)
 EW3681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0373 ***********************************************************************
 HS0373  DESIGNATION -  2000 E/4000 N USN
 HS0373  PID         -  HS0373
 HS0373  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0373  USGS QUAD   -  STOCKTON WEST (1987)
 HS0373
 HS0373                         *CURRENT SURVEY CONTROL
 HS0373  ___________________________________________________________________
 HS0373* NAD 83(1986)-  37 56 54.     (N)    121 22 29.     (W)     SCALED    
 HS0373* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 HS0373  ___________________________________________________________________
 HS0373  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 HS0373  VERT ORDER  -  THIRD (See Below)
 HS0373
 HS0373.The horizontal coordinates were scaled from a topographic map and have
 HS0373.an estimated accuracy of +/- 6 seconds.
 HS0373
 HS0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0373.The vertical order pertains to the NGVD 29 superseded value.
 HS0373
 HS0373.The geoid height was determined by GEOID03.
 HS0373
 HS0373;                    North         East    Units  Estimated Accuracy
 HS0373;SPC CA 3     -   661,100.    1,923,120.      MT  (+/- 180 meters Scaled)
 HS0373
 HS0373                          SUPERSEDED SURVEY CONTROL
 HS0373
 HS0373  NGVD 29 (??/??/??)    4.87   (m)           16.0    (f) RESET       3  
 HS0373
 HS0373.Superseded values are not recommended for survey control.
 HS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0373.See file dsdata.txt to determine how the superseded data were derived.
 HS0373
 HS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH428013(NAD 83)
 HS0373_MARKER: R = RIVET
 HS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0373+STABILITY: SURFACE MOTION
 HS0373
 HS0373  HISTORY     - Date     Condition        Report By
 HS0373  HISTORY     - UNK      MONUMENTED       DOD
 HS0373  HISTORY     - 1947     POOR             NGS
 HS0373  HISTORY     - 1957     MARK NOT FOUND   NGS
 HS0373
 HS0373                          STATION DESCRIPTION
 HS0373
 HS0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HS0373'AT ROUGH AND READY ISLAND.
 HS0373'AT THE SOUTHWEST END OF ROUGH AND READY ISLAND AT THE NOW
 HS0373'ABANDONED SWING BRIDGE OVER THE BURNS CUT OFF ON THE OLD JACOBS
 HS0373'ROAD, 43 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE,
 HS0373'45 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, THE HIGHWAY
 HS0373'MAKES A RIGHT ANGLE TURN COMING ONTO THE BRIDGE, 12 FEET NORTH
 HS0373'OF A POWERLINE POLE NO. 1-51, SET ON THE SOUTH EDGE OF A GRAVEL
 HS0373'ROAD RUNNING PARALLEL TO THE SLOUGH, A CONCRETE POST PROTRUDING
 HS0373'ABOUT 2 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK WAS LEVELED TO
 HS0373'AT THE REQUEST OF THE ISLAND ENGINEER.  IT IS THE OPINION OF THE
 HS0373'OBSERVER IN CHARGE OF THE LEVELING, THAT THIS MARK IS OF NO VALUE
 HS0373'TO THE COAST AND GEODETIC SURVEY.  IT WILL ALSO BE NOTED THAT THIS
 HS0373'MARK IS BUT 45 FEET NORTHEAST OF OUR OWN BENCH MARK V 585
 HS0373'WHICH IS SET IN THE NORTHEAST ABUTMENT OF THE ABANDONED BRIDGE
 HS0373'OVER THE BURNS CUT OFF.  IT WILL ALSO BE NOTED THAT IN THIS AREA
 HS0373'THERE ARE NO AVAILABLE BENCH MARKS WHICH APPEAR TO BE OF ANY
 HS0373'STABILITY.  IT MAY BE CAUSED FROM THE ENORMOUS AMOUNT OF ACTIVITY
 HS0373'WHICH HAS GONE ON DURING THE WAR, HOWEVER THERE IS DEFINITE
 HS0373'PROOF OF SUBSIDENCE IN AND AROUND THE STOCKTON AREA.
 HS0373
 HS0373                          STATION RECOVERY (1957)
 HS0373
 HS0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 HS0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8642 ***********************************************************************
 AB8642  DESIGNATION -  2000 J
 AB8642  PID         -  AB8642
 AB8642  STATE/COUNTY-  CA/ORANGE
 AB8642  USGS QUAD   -  ANAHEIM (1981)
 AB8642
 AB8642                         *CURRENT SURVEY CONTROL
 AB8642  ___________________________________________________________________
 AB8642* NAD 83(1986)-  33 48 36.     (N)    117 53 58.     (W)     SCALED    
 AB8642* NAVD 88     -        47.040  (meters)     154.33   (feet)  ADJUSTED  
 AB8642  ___________________________________________________________________
 AB8642  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AB8642  DYNAMIC HT  -          46.990 (meters)     154.17  (feet)  COMP
 AB8642  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 AB8642
 AB8642  VERT ORDER  -  FIRST     CLASS II
 AB8642
 AB8642.The horizontal coordinates were scaled from a topographic map and have
 AB8642.an estimated accuracy of +/- 6 seconds.
 AB8642
 AB8642.The orthometric height was determined by differential leveling
 AB8642.and adjusted in February 1997.
 AB8642
 AB8642.The geoid height was determined by GEOID03.
 AB8642
 AB8642.The dynamic height is computed by dividing the NAVD 88
 AB8642.geopotential number by the normal gravity value computed on the
 AB8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8642.degrees latitude (g = 980.6199 gals.).
 AB8642
 AB8642.The modeled gravity was interpolated from observed gravity values.
 AB8642
 AB8642;                    North         East    Units  Estimated Accuracy
 AB8642;SPC CA 6     -   683,460.    1,847,290.      MT  (+/- 180 meters Scaled)
 AB8642
 AB8642                          SUPERSEDED SURVEY CONTROL
 AB8642
 AB8642.No superseded survey control is available for this station.
 AB8642
 AB8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT167414(NAD 83)
 AB8642_MARKER: DD = SURVEY DISK
 AB8642_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB8642_SP_SET: MWDSC METER STRUCTURE
 AB8642_STAMPING: CITY OF ANAHEIM BM 2000 J
 AB8642_MARK LOGO: CA0080
 AB8642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8642+STABILITY: SURFACE MOTION
 AB8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8642+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 AB8642
 AB8642  HISTORY     - Date     Condition        Report By
 AB8642  HISTORY     - 1980     MONUMENTED       CA0080
 AB8642  HISTORY     - 19940816 GOOD             MWDSC
 AB8642  HISTORY     - 20060917 GOOD             GEOCAC
 AB8642
 AB8642                          STATION DESCRIPTION
 AB8642
 AB8642'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8642'ANAHEIM, NEAR SOUTHWEST CORNER OF INTERSECTION OF CERRITOS AVENUE AND
 AB8642'LEWIS STREET, 60 FEET (18.3 M) WEST OF CENTERLINE OF LEWIS STREET, 34
 AB8642'FEET (10.4 M) SOUTH OF CENTERLINE OF CERRITOS AVENUE, FLUSH IN TOP OF
 AB8642'NORTHEAST CORNER OF 6 FEET (1.8 M) BY 5 FEET (1.5 M) MWDSC CONCRETE
 AB8642'METER STRUCTURE, A 2 INCH CITY OF ANAHEIM BRASS DISK STAMPED CITY OF
 AB8642'ANAHEIM BM 2000 J.  NEAR OCF STA.  1294+00 REFERENCE MWD FB 2011 03
 AB8642'056.
 AB8642
 AB8642                          STATION RECOVERY (2006)
 AB8642
 AB8642'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 AB8642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2337 ***********************************************************************
 FU2337  DESIGNATION -  2001 DWR
 FU2337  PID         -  FU2337
 FU2337  STATE/COUNTY-  CA/KERN
 FU2337  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2337
 FU2337                         *CURRENT SURVEY CONTROL
 FU2337  ___________________________________________________________________
 FU2337* NAD 83(1986)-  35 10 44.     (N)    119 20 45.     (W)     SCALED    
 FU2337* NAVD 88     -        99.04   (+/-2cm)     324.9    (feet)  VERTCON   
 FU2337  ___________________________________________________________________
 FU2337  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FU2337  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2337
 FU2337.The horizontal coordinates were scaled from a topographic map and have
 FU2337.an estimated accuracy of +/- 6 seconds.
 FU2337
 FU2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2337.The vertical order pertains to the NGVD 29 superseded value.
 FU2337
 FU2337.The geoid height was determined by GEOID03.
 FU2337
 FU2337;                    North         East    Units  Estimated Accuracy
 FU2337;SPC CA 5     -   687,050.    1,877,420.      MT  (+/- 180 meters Scaled)
 FU2337
 FU2337                          SUPERSEDED SURVEY CONTROL
 FU2337
 FU2337  NGVD 29 (??/??/92)   98.271  (m)          322.41   (f) ADJ UNCH    1 1
 FU2337
 FU2337.Superseded values are not recommended for survey control.
 FU2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2337.See file dsdata.txt to determine how the superseded data were derived.
 FU2337
 FU2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU863954(NAD 83)
 FU2337_MARKER: DD = SURVEY DISK
 FU2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2337_STAMPING: 2001 BM
 FU2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2337+STABILITY: SURFACE MOTION
 FU2337
 FU2337  HISTORY     - Date     Condition        Report By
 FU2337  HISTORY     - UNK      MONUMENTED       CADWR
 FU2337  HISTORY     - 1970     GOOD             NGS
 FU2337
 FU2337                          STATION DESCRIPTION
 FU2337
 FU2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU2337'1.4 MI N FROM BUENA VISTA PUMP PLANT.
 FU2337'1.45 MILES NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE BUENA
 FU2337'VISTA PUMP PLANT, 0.1 MILE NORTH AND ACROSS THE AQUEDUCT FROM
 FU2337'A CONCRETE SPILLWAY AND BENCH MARK MI 249.65 A (DWR), ALONG
 FU2337'THE WEST RIGHT-OF-WAY FENCE OF THE AQUEDUCT, 0.05 MILE SOUTH
 FU2337'OF THE JUNCTION OF A DIRT ROAD WEST, ON THE TOP OF THE WEST DIRT
 FU2337'LEVEE, 83 FEET WEST OF THE CENTER LINE OF THE WEST LEVEE ROAD,
 FU2337'28.7 FEET EAST OF THE FENCE, 1.7 FEET NORTH OF A WITNESS POST,
 FU2337'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 FU2337'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 1, T32S, R24E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0634 ***********************************************************************
 JS0634  DESIGNATION -  2002.2 USGS
 JS0634  PID         -  JS0634
 JS0634  STATE/COUNTY-  CA/EL DORADO
 JS0634  USGS QUAD   -  PLACERVILLE (1973)
 JS0634
 JS0634                         *CURRENT SURVEY CONTROL
 JS0634  ___________________________________________________________________
 JS0634* NAD 83(1986)-  38 44 41.     (N)    120 49 12.     (W)     SCALED    
 JS0634* NAVD 88     -       611.09   (+/-2cm)    2004.9    (feet)  VERTCON   
 JS0634  ___________________________________________________________________
 JS0634  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 JS0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0634
 JS0634.The horizontal coordinates were scaled from a topographic map and have
 JS0634.an estimated accuracy of +/- 6 seconds.
 JS0634
 JS0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0634.The vertical order pertains to the NGVD 29 superseded value.
 JS0634
 JS0634.The geoid height was determined by GEOID03.
 JS0634
 JS0634;                    North         East    Units  Estimated Accuracy
 JS0634;SPC CA 2     -   620,340.    2,102,580.      MT  (+/- 180 meters Scaled)
 JS0634
 JS0634                          SUPERSEDED SURVEY CONTROL
 JS0634
 JS0634  NGVD 29 (??/??/92)  610.258  (m)         2002.15   (f) ADJ UNCH    2 0
 JS0634
 JS0634.Superseded values are not recommended for survey control.
 JS0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0634.See file dsdata.txt to determine how the superseded data were derived.
 JS0634
 JS0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH894907(NAD 83)
 JS0634_MARKER: N = NAIL
 JS0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0634_SP_SET: TREE ROOT
 JS0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0634
 JS0634  HISTORY     - Date     Condition        Report By
 JS0634  HISTORY     - UNK      MONUMENTED       USGS
 JS0634  HISTORY     - 1935     GOOD             NGS
 JS0634
 JS0634                          STATION DESCRIPTION
 JS0634
 JS0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0634'1.5 MI NW FROM PLACERVILLE.
 JS0634'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM PLACERVILLE, EL
 JS0634'DORADO COUNTY, AT THE TOP OF A LONG GRADE, 12 FEET NORTHEAST OF THE
 JS0634'CENTERLINE OF THE HIGHWAY, IN THE ROOT OF A 14-INCH TREE, AND
 JS0634'ABOUT 3 FEET ABOVE THE LEVEL OF HIGHWAY.  A UNITED STATES
 JS0634'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0914 ***********************************************************************
 HR0914  DESIGNATION -  2005
 HR0914  PID         -  HR0914
 HR0914  STATE/COUNTY-  CA/FRESNO
 HR0914  USGS QUAD   -  AUBERRY (1983)
 HR0914
 HR0914                         *CURRENT SURVEY CONTROL
 HR0914  ___________________________________________________________________
 HR0914* NAD 83(1986)-  37 04 52.     (N)    119 29 10.     (W)     SCALED    
 HR0914* NAVD 88     -       612.23   (+/-2cm)    2008.6    (feet)  VERTCON   
 HR0914  ___________________________________________________________________
 HR0914  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HR0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0914
 HR0914.The horizontal coordinates were scaled from a topographic map and have
 HR0914.an estimated accuracy of +/- 6 seconds.
 HR0914
 HR0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0914.The vertical order pertains to the NGVD 29 superseded value.
 HR0914
 HR0914.The geoid height was determined by GEOID03.
 HR0914
 HR0914;                    North         East    Units  Estimated Accuracy
 HR0914;SPC CA 4     -   694,050.    1,956,780.      MT  (+/- 180 meters Scaled)
 HR0914
 HR0914                          SUPERSEDED SURVEY CONTROL
 HR0914
 HR0914  NGVD 29 (??/??/92)  611.347  (m)         2005.73   (f) ADJ UNCH    2 0
 HR0914
 HR0914.Superseded values are not recommended for survey control.
 HR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0914.See file dsdata.txt to determine how the superseded data were derived.
 HR0914
 HR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB790067(NAD 83)
 HR0914_MARKER: DD = SURVEY DISK
 HR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0914_STAMPING: 2005
 HR0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0914+STABILITY: SURFACE MOTION
 HR0914
 HR0914  HISTORY     - Date     Condition        Report By
 HR0914  HISTORY     - UNK      MONUMENTED       USGS
 HR0914  HISTORY     - 1943     GOOD             NGS
 HR0914
 HR0914                          STATION DESCRIPTION
 HR0914
 HR0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0914'0.3 MI N FROM AUBERRY.
 HR0914'0.3 MILE NORTH ALONG THE NORTH FORK ROAD FROM THE POST OFFICE AT
 HR0914'AUBERRY, FRESNO COUNTY, 75 FEET WEST OF THE CENTERLINE OF A ROAD
 HR0914'LEADING TO HUNTINGTON LAKE, 40 FEET EAST OF BIG SANDY GRADE SCHOOL,
 HR0914'AND 4 FEET NORTH OF AN ANGLE IN THE FENCE LINE.  A UNITED STATES
 HR0914'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2005 AND SET IN THE TOP
 HR0914'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0827 ***********************************************************************
 FT0827  DESIGNATION -  201
 FT0827  PID         -  FT0827
 FT0827  STATE/COUNTY-  CA/KERN
 FT0827  USGS QUAD   -  RIDGECREST NORTH (1973)
 FT0827
 FT0827                         *CURRENT SURVEY CONTROL
 FT0827  ___________________________________________________________________
 FT0827* NAD 83(1986)-  35 39 50.     (N)    117 38 50.     (W)     SCALED    
 FT0827* NAVD 88     -       677.034  (meters)    2221.24   (feet)  ADJUSTED  
 FT0827  ___________________________________________________________________
 FT0827  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FT0827  DYNAMIC HT  -         676.319 (meters)    2218.89  (feet)  COMP
 FT0827  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 FT0827
 FT0827  VERT ORDER  -  SECOND    CLASS 0
 FT0827
 FT0827.The horizontal coordinates were scaled from a topographic map and have
 FT0827.an estimated accuracy of +/- 6 seconds.
 FT0827
 FT0827.The orthometric height was determined by differential leveling
 FT0827.and adjusted in June 1991.
 FT0827
 FT0827.The geoid height was determined by GEOID03.
 FT0827
 FT0827.The dynamic height is computed by dividing the NAVD 88
 FT0827.geopotential number by the normal gravity value computed on the
 FT0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0827.degrees latitude (g = 980.6199 gals.).
 FT0827
 FT0827.The modeled gravity was interpolated from observed gravity values.
 FT0827
 FT0827;                    North         East    Units  Estimated Accuracy
 FT0827;SPC CA 5     -   740,100.    2,031,940.      MT  (+/- 180 meters Scaled)
 FT0827
 FT0827                          SUPERSEDED SURVEY CONTROL
 FT0827
 FT0827  NGVD 29 (??/??/??)  676.34   (m)         2219.0    (f) RESET       3  
 FT0827
 FT0827.Superseded values are not recommended for survey control.
 FT0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0827.See file dsdata.txt to determine how the superseded data were derived.
 FT0827
 FT0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV414468(NAD 83)
 FT0827_MARKER: DD = SURVEY DISK
 FT0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0827_STAMPING: H AND N BM NO 201 EL 2218.622
 FT0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0827+STABILITY: SURFACE MOTION
 FT0827
 FT0827  HISTORY     - Date     Condition        Report By
 FT0827  HISTORY     - UNK      MONUMENTED       USN
 FT0827  HISTORY     - 1948     GOOD             NGS
 FT0827
 FT0827                          STATION DESCRIPTION
 FT0827
 FT0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FT0827'AT USN .
 FT0827'AT NAVAL ORDNANCE TEST STATION (NEAR INYOKERN), KERN COUNTY,
 FT0827'0.9 MILE NORTHEAST ALONG KNOX ROAD FROM THE ADMINISTRATION
 FT0827'BUILDING, AT THE JUNCTION OF A BLACK-TOP ROAD LEADING NORTH,
 FT0827'58 FEET NORTH OF THE CENTERLINE OF KNOX ROAD, 55 FEET EAST OF
 FT0827'THE CENTERLINE OF THE BLACK-TOP ROAD, AND 2 FEET NORTHWEST OF A
 FT0827'WHITE WOODEN WITNESS POST.  A NAVAL ORDNANCE TEST STATION
 FT0827'STANDARD DISK, STAMPED H AND N BM NO 201 EL 2218.622 AND SET IN
 FT0827'THE TOP OF A CONCRETE-FILLED 6-INCH PIPE PROJECTING 3 INCHES
 FT0827'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2708 ***********************************************************************
 EW2708  DESIGNATION -  201 100
 EW2708  PID         -  EW2708
 EW2708  STATE/COUNTY-  CA/LOS ANGELES
 EW2708  USGS QUAD   -  MINT CANYON (1995)
 EW2708
 EW2708                         *CURRENT SURVEY CONTROL
 EW2708  ___________________________________________________________________
 EW2708* NAD 83(1986)-  34 27 59.     (N)    118 24 16.     (W)     SCALED    
 EW2708* NAVD 88     -       558.420  (meters)    1832.08   (feet)  ADJUSTED  
 EW2708  ___________________________________________________________________
 EW2708  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EW2708  DYNAMIC HT  -         557.800 (meters)    1830.05  (feet)  COMP
 EW2708  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 EW2708  OBS GRAVITY -     979,506.6   (mgal)                       GRAV_OBS
 EW2708
 EW2708  VERT ORDER  -  FIRST     CLASS I
 EW2708
 EW2708.The horizontal coordinates were scaled from a topographic map and have
 EW2708.an estimated accuracy of +/- 6 seconds.
 EW2708
 EW2708.The orthometric height was determined by differential leveling
 EW2708.and adjusted in June 1991.
 EW2708
 EW2708.The geoid height was determined by GEOID03.
 EW2708
 EW2708.The dynamic height is computed by dividing the NAVD 88
 EW2708.geopotential number by the normal gravity value computed on the
 EW2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2708.degrees latitude (g = 980.6199 gals.).
 EW2708
 EW2708.The modeled gravity was interpolated from observed gravity values.
 EW2708.The observed gravity was obtained from relative gravimeter ties
 EW2708.to the IGSN71 gravity network.
 EW2708
 EW2708;                    North         East    Units  Estimated Accuracy
 EW2708;SPC CA 5     -   607,270.    1,962,840.      MT  (+/- 180 meters Scaled)
 EW2708
 EW2708                          SUPERSEDED SURVEY CONTROL
 EW2708
 EW2708  NGVD 29 (??/??/92)  557.585  (m)         1829.34   (f) ADJ UNCH    1 1
 EW2708
 EW2708.Superseded values are not recommended for survey control.
 EW2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2708.See file dsdata.txt to determine how the superseded data were derived.
 EW2708
 EW2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU710147(NAD 83)
 EW2708_MARKER: DD = SURVEY DISK
 EW2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2708_SP_SET: CONCRETE POST
 EW2708_STAMPING: BM 201-100 1961 5869
 EW2708_MARK LOGO: CA-037
 EW2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2708+STABILITY: SURFACE MOTION
 EW2708
 EW2708  HISTORY     - Date     Condition        Report By
 EW2708  HISTORY     - 1961     MONUMENTED       CA-037
 EW2708  HISTORY     - 1968     GOOD             CA-037
 EW2708  HISTORY     - 1977     GOOD             NGS
 EW2708  HISTORY     - 1983     GOOD             USGS
 EW2708  HISTORY     - 1984     GOOD             NGS
 EW2708  HISTORY     - 1985     GOOD             NGS
 EW2708  HISTORY     - 1986     GOOD             NGS
 EW2708
 EW2708                          STATION DESCRIPTION
 EW2708
 EW2708'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2708'4.6 MI NE FROM SOLAMINT.
 EW2708'SOLAMINT, 4.6 MI NE, 1.6 MI SW OF DAVENPORT RD, 28.5 FT NW OF
 EW2708'CENTER LINE OF SIERRA HWY, 5.3 FT SW OF PP 461357E.  SET IN THE
 EW2708'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW2708'GROUND.  NOTE-- ACROSS THE HIGHWAY FROM DIRT ROAD TO HOUSES NO
 EW2708'15528 AND NO 15530.
 EW2708
 EW2708                          STATION RECOVERY (1977)
 EW2708
 EW2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2708'ADD- 26.05 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2708'PALMDALE BOULEVARD.
 EW2708
 EW2708                          STATION RECOVERY (1983)
 EW2708
 EW2708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2708'RECOVERED.  OVERNIGHT TBM.
 EW2708
 EW2708                          STATION RECOVERY (1984)
 EW2708
 EW2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2708'RECOVERED IN GOOD CONDITION.
 EW2708
 EW2708                          STATION RECOVERY (1985)
 EW2708
 EW2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2708'RECOVERED IN GOOD CONDITION.
 EW2708
 EW2708                          STATION RECOVERY (1986)
 EW2708
 EW2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6623 ***********************************************************************
 EW6623  DESIGNATION -  201 101
 EW6623  PID         -  EW6623
 EW6623  STATE/COUNTY-  CA/LOS ANGELES
 EW6623  USGS QUAD   -  MINT CANYON (1995)
 EW6623
 EW6623                         *CURRENT SURVEY CONTROL
 EW6623  ___________________________________________________________________
 EW6623* NAD 83(1986)-  34 27 44.     (N)    118 24 43.     (W)     SCALED    
 EW6623* NAVD 88     -       544.876  (meters)    1787.65   (feet)  ADJUSTED  
 EW6623  ___________________________________________________________________
 EW6623  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 EW6623  DYNAMIC HT  -         544.272 (meters)    1785.67  (feet)  COMP
 EW6623  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 EW6623
 EW6623  VERT ORDER  -  FIRST     CLASS I
 EW6623
 EW6623.The horizontal coordinates were scaled from a topographic map and have
 EW6623.an estimated accuracy of +/- 6 seconds.
 EW6623
 EW6623.The orthometric height was determined by differential leveling
 EW6623.and adjusted in June 1991.
 EW6623.WARNING-Repeat measurements at this control monument indicate possible
 EW6623.vertical movement.
 EW6623
 EW6623.The geoid height was determined by GEOID03.
 EW6623
 EW6623.The dynamic height is computed by dividing the NAVD 88
 EW6623.geopotential number by the normal gravity value computed on the
 EW6623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6623.degrees latitude (g = 980.6199 gals.).
 EW6623
 EW6623.The modeled gravity was interpolated from observed gravity values.
 EW6623
 EW6623;                    North         East    Units  Estimated Accuracy
 EW6623;SPC CA 5     -   606,810.    1,962,150.      MT  (+/- 180 meters Scaled)
 EW6623
 EW6623                          SUPERSEDED SURVEY CONTROL
 EW6623
 EW6623  NGVD 29 (??/??/92)  544.038  (m)         1784.90   (f) ADJ UNCH    1 1
 EW6623
 EW6623.Superseded values are not recommended for survey control.
 EW6623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6623.See file dsdata.txt to determine how the superseded data were derived.
 EW6623
 EW6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU703143(NAD 83)
 EW6623_MARKER: N = NAIL
 EW6623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6623_SP_SET: CULVERT HEADWALL
 EW6623_STAMPING: B.M. 201.101 1961 5869
 EW6623_MARK LOGO: CA-037
 EW6623_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6623+STABILITY: SURFACE MOTION
 EW6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6623+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW6623
 EW6623  HISTORY     - Date     Condition        Report By
 EW6623  HISTORY     - 1961     MONUMENTED       CA-037
 EW6623  HISTORY     - 1968     GOOD             CA-037
 EW6623  HISTORY     - 1977     GOOD             NGS
 EW6623  HISTORY     - 1983     GOOD             USGS
 EW6623  HISTORY     - 1984     GOOD             NGS
 EW6623  HISTORY     - 1985     GOOD             NGS
 EW6623  HISTORY     - 1986     GOOD             NGS
 EW6623  HISTORY     - 19940801 GOOD             NGS
 EW6623
 EW6623                          STATION DESCRIPTION
 EW6623
 EW6623'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW6623'4.3 MI NE FROM SOLAMINT.
 EW6623'SOLAMINT, 4.3 MI NE, 0.8 MI NE OF VASQUEZ CANYON RD, 20.8 FT
 EW6623'NW OF THE CENTER LINE OF SIERRA HWY IN THE TOP OF THE NW HEADWALL
 EW6623'OF CULVERT NO 43.57, 1.3 FT FROM THE S END.  SET IN THE TOP OF
 EW6623'THE CONCRETE HEADWALL OF THE CULVERT.
 EW6623
 EW6623                          STATION RECOVERY (1977)
 EW6623
 EW6623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6623'ADD- 26.55 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW6623'PALMDALE BOULEVARD.
 EW6623
 EW6623                          STATION RECOVERY (1983)
 EW6623
 EW6623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW6623'RECOVERED IN GOOD CONDITION.
 EW6623
 EW6623                          STATION RECOVERY (1984)
 EW6623
 EW6623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW6623'RECOVERED IN GOOD CONDITION.
 EW6623
 EW6623                          STATION RECOVERY (1985)
 EW6623
 EW6623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW6623'RECOVERED IN GOOD CONDITION.
 EW6623
 EW6623                          STATION RECOVERY (1986)
 EW6623
 EW6623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW6623'RECOVERED IN GOOD CONDITION.
 EW6623
 EW6623                          STATION RECOVERY (1994)
 EW6623
 EW6623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6623'6.7 KM (4.15 MI) NORTHEASTERLY ALONG SIERRA HIGHWAY FROM THE JUNCTION
 EW6623'OF SOLEDAD CANYON ROAD IN SOLEMINT, A NAIL IN THE CENTER OF A TWIST
 EW6623'LOCK WASHER STAMPED B.M. 201.101 1961 5869, 0.4 M (1.3 FT) SOUTHWEST
 EW6623'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF CULVERT
 EW6623'NUMBER 43.52 UNDER THE HIGHWAY, 6.6 M (21.7 FT) NORTHWEST OF THE
 EW6623'HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2707 ***********************************************************************
 EW2707  DESIGNATION -  201 102
 EW2707  PID         -  EW2707
 EW2707  STATE/COUNTY-  CA/LOS ANGELES
 EW2707  USGS QUAD   -  MINT CANYON (1995)
 EW2707
 EW2707                         *CURRENT SURVEY CONTROL
 EW2707  ___________________________________________________________________
 EW2707* NAD 83(1986)-  34 27 37.     (N)    118 24 55.     (W)     SCALED    
 EW2707* NAVD 88     -       536.903  (meters)    1761.49   (feet)  ADJUSTED  
 EW2707  ___________________________________________________________________
 EW2707  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 EW2707  DYNAMIC HT  -         536.308 (meters)    1759.54  (feet)  COMP
 EW2707  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 EW2707
 EW2707  VERT ORDER  -  FIRST     CLASS I
 EW2707
 EW2707.The horizontal coordinates were scaled from a topographic map and have
 EW2707.an estimated accuracy of +/- 6 seconds.
 EW2707
 EW2707.The orthometric height was determined by differential leveling
 EW2707.and adjusted in June 1991.
 EW2707.WARNING-Repeat measurements at this control monument indicate possible
 EW2707.vertical movement.
 EW2707
 EW2707.The geoid height was determined by GEOID03.
 EW2707
 EW2707.The dynamic height is computed by dividing the NAVD 88
 EW2707.geopotential number by the normal gravity value computed on the
 EW2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2707.degrees latitude (g = 980.6199 gals.).
 EW2707
 EW2707.The modeled gravity was interpolated from observed gravity values.
 EW2707
 EW2707;                    North         East    Units  Estimated Accuracy
 EW2707;SPC CA 5     -   606,600.    1,961,850.      MT  (+/- 180 meters Scaled)
 EW2707
 EW2707                          SUPERSEDED SURVEY CONTROL
 EW2707
 EW2707  NGVD 29 (??/??/92)  536.068  (m)         1758.75   (f) ADJ UNCH    1 1
 EW2707
 EW2707.Superseded values are not recommended for survey control.
 EW2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2707.See file dsdata.txt to determine how the superseded data were derived.
 EW2707
 EW2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU700141(NAD 83)
 EW2707_MARKER: N = NAIL
 EW2707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2707_SP_SET: CULVERT HEADWALL
 EW2707_STAMPING: B.M. 201 102 1961 5869
 EW2707_MARK LOGO: CA-037
 EW2707_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2707+STABILITY: SURFACE MOTION
 EW2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2707+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW2707
 EW2707  HISTORY     - Date     Condition        Report By
 EW2707  HISTORY     - 1961     MONUMENTED       CA-037
 EW2707  HISTORY     - 1968     GOOD             CA-037
 EW2707  HISTORY     - 1977     GOOD             NGS
 EW2707  HISTORY     - 1983     GOOD             USGS
 EW2707  HISTORY     - 1984     GOOD             NGS
 EW2707  HISTORY     - 1985     GOOD             NGS
 EW2707  HISTORY     - 1986     GOOD             NGS
 EW2707  HISTORY     - 19940801 GOOD             NGS
 EW2707
 EW2707                          STATION DESCRIPTION
 EW2707
 EW2707'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2707'4 MI NE FROM SOLAMINT.
 EW2707'SOLAMINT, 4 MI NE, 0.5 MI NE OF VASQUEZ CANYON RD, 20.5 FT NW
 EW2707'OF THE CENTER LINE OF SIERRA HWY IN THE TOP OF THE NW HEADWALL
 EW2707'OF CULVERT NO 43.57, 1.3 FT FROM THE S END.  SET IN THE TOP OF
 EW2707'THE CONCRETE HEADWALL OF THE CULVERT.
 EW2707
 EW2707                          STATION RECOVERY (1977)
 EW2707
 EW2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2707'ADD- 26.85 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2707'PALMDALE BOULEVARD.
 EW2707
 EW2707                          STATION RECOVERY (1983)
 EW2707
 EW2707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2707'RECOVERED.  USED AS OVERNIGHT TBM.
 EW2707
 EW2707                          STATION RECOVERY (1984)
 EW2707
 EW2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2707'RECOVERED IN GOOD CONDITION.
 EW2707
 EW2707                          STATION RECOVERY (1985)
 EW2707
 EW2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2707'RECOVERED IN GOOD CONDITION.
 EW2707
 EW2707                          STATION RECOVERY (1986)
 EW2707
 EW2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2707'RECOVERED IN GOOD CONDITION.
 EW2707
 EW2707                          STATION RECOVERY (1994)
 EW2707
 EW2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2707'6.2 KM (3.85 MI) NORTHEASTERLY ALONG SIERRA HIGHWAY FROM THE JUNCTION
 EW2707'OF SOLEDAD CANYON ROAD IN SOLEMINT, A NAIL IN THE CENTER OF A TWIST
 EW2707'LOCK WASHER STAMPED B.M. 201 102 1961 5869, 0.4 M (1.3 FT) NORTHEAST
 EW2707'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF CULVERT
 EW2707'NUMBER 43.57 UNDER THE HIGHWAY, 6.3 M (20.7 FT) NORTHWEST OF AND LEVEL
 EW2707'WITH THE CENTERLINE OF THE HIGHWAY, AND ACROSS THE HIGHWAY FROM THE
 EW2707'NORTHEAST END OF A BASEBALL FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2706 ***********************************************************************
 EW2706  DESIGNATION -  201 103
 EW2706  PID         -  EW2706
 EW2706  STATE/COUNTY-  CA/LOS ANGELES
 EW2706  USGS QUAD   -  MINT CANYON (1995)
 EW2706
 EW2706                         *CURRENT SURVEY CONTROL
 EW2706  ___________________________________________________________________
 EW2706* NAD 83(1986)-  34 27 18.     (N)    118 25 11.     (W)     SCALED    
 EW2706* NAVD 88     -       524.677  (meters)    1721.38   (feet)  ADJUSTED  
 EW2706  ___________________________________________________________________
 EW2706  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EW2706  DYNAMIC HT  -         524.095 (meters)    1719.47  (feet)  COMP
 EW2706  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 EW2706
 EW2706  VERT ORDER  -  FIRST     CLASS I
 EW2706
 EW2706.The horizontal coordinates were scaled from a topographic map and have
 EW2706.an estimated accuracy of +/- 6 seconds.
 EW2706
 EW2706.The orthometric height was determined by differential leveling
 EW2706.and adjusted in June 1991.
 EW2706
 EW2706.The geoid height was determined by GEOID03.
 EW2706
 EW2706.The dynamic height is computed by dividing the NAVD 88
 EW2706.geopotential number by the normal gravity value computed on the
 EW2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2706.degrees latitude (g = 980.6199 gals.).
 EW2706
 EW2706.The modeled gravity was interpolated from observed gravity values.
 EW2706
 EW2706;                    North         East    Units  Estimated Accuracy
 EW2706;SPC CA 5     -   606,010.    1,961,440.      MT  (+/- 180 meters Scaled)
 EW2706
 EW2706                          SUPERSEDED SURVEY CONTROL
 EW2706
 EW2706  NGVD 29 (??/??/92)  523.847  (m)         1718.65   (f) ADJ UNCH    1 1
 EW2706
 EW2706.Superseded values are not recommended for survey control.
 EW2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2706.See file dsdata.txt to determine how the superseded data were derived.
 EW2706
 EW2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU695135(NAD 83)
 EW2706_MARKER: S = SPIKE
 EW2706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2706_SP_SET: HEADWALL
 EW2706_MARK LOGO: CA-037
 EW2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2706+STABILITY: SURFACE MOTION
 EW2706
 EW2706  HISTORY     - Date     Condition        Report By
 EW2706  HISTORY     - UNK      MONUMENTED       CA-037
 EW2706  HISTORY     - 1968     GOOD             CA-037
 EW2706  HISTORY     - 1977     GOOD             NGS
 EW2706  HISTORY     - 1983     GOOD             USGS
 EW2706  HISTORY     - 1984     GOOD             NGS
 EW2706  HISTORY     - 1985     GOOD             NGS
 EW2706  HISTORY     - 1986     GOOD             NGS
 EW2706  HISTORY     - 19940801 MARK NOT FOUND   NGS
 EW2706
 EW2706                          STATION DESCRIPTION
 EW2706
 EW2706'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2706'3.5 MI NE FROM SOLAMINT.
 EW2706'SOLAMINT, 3.5 MI NE, 3.5 MI NE, SIERRA HIGHWAY AND VASQUEZ
 EW2706'CANYON ROAD, 234 FT NE AND 28.3 FT NW OF THE CENTER LINE
 EW2706'INTERSECTION IN THE NW HEADWALL OF CULVERT NO 44.03 IN THE SW
 EW2706'END.  SET IN THE TOP OF THE CONCRETE HEADWALL OF THE CULVERT.
 EW2706
 EW2706                          STATION RECOVERY (1977)
 EW2706
 EW2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2706'ADD- 27.3 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2706'PALMDALE BOULEVARD.
 EW2706
 EW2706                          STATION RECOVERY (1983)
 EW2706
 EW2706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2706'RECOVERED IN GOOD CONDITION.
 EW2706
 EW2706                          STATION RECOVERY (1984)
 EW2706
 EW2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2706'RECOVERED IN GOOD CONDITION.
 EW2706
 EW2706                          STATION RECOVERY (1985)
 EW2706
 EW2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2706'RECOVERED IN GOOD CONDITION.
 EW2706
 EW2706                          STATION RECOVERY (1986)
 EW2706
 EW2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2706'RECOVERED IN GOOD CONDITION.
 EW2706
 EW2706                          STATION RECOVERY (1994)
 EW2706
 EW2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2706'THE CULVERT AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW2706'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2705 ***********************************************************************
 EW2705  DESIGNATION -  201 104
 EW2705  PID         -  EW2705
 EW2705  STATE/COUNTY-  CA/LOS ANGELES
 EW2705  USGS QUAD   -  MINT CANYON (1995)
 EW2705
 EW2705                         *CURRENT SURVEY CONTROL
 EW2705  ___________________________________________________________________
 EW2705* NAD 83(1986)-  34 27 00.     (N)    118 25 25.     (W)     SCALED    
 EW2705* NAVD 88     -       517.377  (meters)    1697.43   (feet)  ADJUSTED  
 EW2705  ___________________________________________________________________
 EW2705  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 EW2705  DYNAMIC HT  -         516.802 (meters)    1695.54  (feet)  COMP
 EW2705  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 EW2705  OBS GRAVITY -     979,508.0   (mgal)                       GRAV_OBS
 EW2705
 EW2705  VERT ORDER  -  FIRST     CLASS I
 EW2705
 EW2705.The horizontal coordinates were scaled from a topographic map and have
 EW2705.an estimated accuracy of +/- 6 seconds.
 EW2705
 EW2705.The orthometric height was determined by differential leveling
 EW2705.and adjusted in June 1991.
 EW2705
 EW2705.The geoid height was determined by GEOID03.
 EW2705
 EW2705.The dynamic height is computed by dividing the NAVD 88
 EW2705.geopotential number by the normal gravity value computed on the
 EW2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2705.degrees latitude (g = 980.6199 gals.).
 EW2705
 EW2705.The modeled gravity was interpolated from observed gravity values.
 EW2705.The observed gravity was obtained from relative gravimeter ties
 EW2705.to the IGSN71 gravity network.
 EW2705
 EW2705;                    North         East    Units  Estimated Accuracy
 EW2705;SPC CA 5     -   605,460.    1,961,080.      MT  (+/- 180 meters Scaled)
 EW2705
 EW2705                          SUPERSEDED SURVEY CONTROL
 EW2705
 EW2705  NGVD 29 (??/??/92)  516.547  (m)         1694.70   (f) ADJ UNCH    1 1
 EW2705
 EW2705.Superseded values are not recommended for survey control.
 EW2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2705.See file dsdata.txt to determine how the superseded data were derived.
 EW2705
 EW2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU692129(NAD 83)
 EW2705_MARKER: DD = SURVEY DISK
 EW2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2705_SP_SET: CONCRETE POST
 EW2705_STAMPING: BM 201 104 1961 5869
 EW2705_MARK LOGO: CA-037
 EW2705_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2705+STABILITY: SURFACE MOTION
 EW2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2705+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW2705
 EW2705  HISTORY     - Date     Condition        Report By
 EW2705  HISTORY     - 1961     MONUMENTED       CA-037
 EW2705  HISTORY     - 1968     GOOD             CA-037
 EW2705  HISTORY     - 1977     GOOD             NGS
 EW2705  HISTORY     - 1983     GOOD             USGS
 EW2705  HISTORY     - 1984     GOOD             NGS
 EW2705  HISTORY     - 1985     GOOD             NGS
 EW2705  HISTORY     - 1986     GOOD             NGS
 EW2705  HISTORY     - 19940801 GOOD             NGS
 EW2705
 EW2705                          STATION DESCRIPTION
 EW2705
 EW2705'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2705'3.1 MI NE FROM SOLAMINT.
 EW2705'SOLAMINT, 3.1 MI NE, SIERRA HWY AND SAND CANYON RD IN FRONT OF
 EW2705'HOUSE NO 16449, 51.5 FT NW AND 16 FT SW OF THE CENTER LINE
 EW2705'INTERSECTION.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EW2705'GROUND.  1968 REPORT--24 FT SW OF PP 1561011E.
 EW2705
 EW2705                          STATION RECOVERY (1977)
 EW2705
 EW2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2705'ADD- 27.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2705'PALMDALE BOULEVARD.
 EW2705
 EW2705                          STATION RECOVERY (1983)
 EW2705
 EW2705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2705'RECOVERED IN GOOD CONDITION.
 EW2705
 EW2705                          STATION RECOVERY (1984)
 EW2705
 EW2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2705'RECOVERED IN GOOD CONDITION.
 EW2705
 EW2705                          STATION RECOVERY (1985)
 EW2705
 EW2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2705'RECOVERED IN GOOD CONDITION.
 EW2705
 EW2705                          STATION RECOVERY (1986)
 EW2705
 EW2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2705'RECOVERED IN GOOD CONDITION.
 EW2705
 EW2705                          STATION RECOVERY (1994)
 EW2705
 EW2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2705'4.8 KM (3.00 MI) NORTHEASTERLY ALONG SIERRA HIGHWAY FROM THE JUNCTION
 EW2705'OF SOLEDAD CANYON ROAD IN SOLEMINT, 14.3 M (46.9 FT) NORTHWEST OF THE
 EW2705'CENTER OF THE HIGHWAY, 7.0 M (23.0 FT) WEST OF A UTILITY POLE, 5.6 M
 EW2705'(18.4 FT) SOUTHWEST OF THE EXTENDED CENTER OF SAND CANYON ROAD, 0.2 M
 EW2705'(0.7 FT) SOUTHEAST OF A WITNESS POST AND FENCE, 0.2 M (0.7 FT) ABOVE
 EW2705'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 EW2705'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2704 ***********************************************************************
 EW2704  DESIGNATION -  201 105 LA CO
 EW2704  PID         -  EW2704
 EW2704  STATE/COUNTY-  CA/LOS ANGELES
 EW2704  USGS QUAD   -  MINT CANYON (1995)
 EW2704
 EW2704                         *CURRENT SURVEY CONTROL
 EW2704  ___________________________________________________________________
 EW2704* NAD 83(1986)-  34 26 38.     (N)    118 25 42.     (W)     SCALED    
 EW2704* NAVD 88     -       500.115  (meters)    1640.79   (feet)  READJUSTED
 EW2704  ___________________________________________________________________
 EW2704  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 EW2704  DYNAMIC HT  -         499.560 (meters)    1638.97  (feet)  COMP
 EW2704  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 EW2704
 EW2704  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2704
 EW2704.The horizontal coordinates were scaled from a topographic map and have
 EW2704.an estimated accuracy of +/- 6 seconds.
 EW2704
 EW2704.The orthometric height was determined by differential leveling
 EW2704.and adjusted in February 1993.
 EW2704.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2704.distribution rate of 2.1 thru 3.0 mm/km.
 EW2704.The height was derived from older observations constrained to new
 EW2704.heights in a crustal motion area.  The height is approximate in
 EW2704.relation to other heights in its vicinity.
 EW2704
 EW2704.The geoid height was determined by GEOID03.
 EW2704
 EW2704.The dynamic height is computed by dividing the NAVD 88
 EW2704.geopotential number by the normal gravity value computed on the
 EW2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2704.degrees latitude (g = 980.6199 gals.).
 EW2704
 EW2704.The modeled gravity was interpolated from observed gravity values.
 EW2704
 EW2704;                    North         East    Units  Estimated Accuracy
 EW2704;SPC CA 5     -   604,780.    1,960,640.      MT  (+/- 180 meters Scaled)
 EW2704
 EW2704                          SUPERSEDED SURVEY CONTROL
 EW2704
 EW2704  NGVD 29 (??/??/92)  499.293  (m)         1638.10   (f) ADJ UNCH    1 1
 EW2704
 EW2704.Superseded values are not recommended for survey control.
 EW2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2704.See file dsdata.txt to determine how the superseded data were derived.
 EW2704
 EW2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU687123(NAD 83)
 EW2704_MARKER: P = PIPE CAP
 EW2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2704_STAMPING: BM 201-105 1961 5869
 EW2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2704+STABILITY: SURFACE MOTION
 EW2704
 EW2704  HISTORY     - Date     Condition        Report By
 EW2704  HISTORY     - 1961     MONUMENTED       CA-037
 EW2704  HISTORY     - 1968     GOOD             CA-037
 EW2704  HISTORY     - 1977     GOOD             NGS
 EW2704  HISTORY     - 1983     MARK NOT FOUND   USGS
 EW2704
 EW2704                          STATION DESCRIPTION
 EW2704
 EW2704'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2704'2.6 MI NE FROM SOLAMINT.
 EW2704'SOLAMINT, 2.6 MI NE, 0.5 MI SW OF SAND CANYON RD, 59 FT SW OF
 EW2704'THE PROJECTION OF THE SW SIDE OF BUILDING NO. 16801, 56 FT SE
 EW2704'OF THE CENTER LINE OF SIERRA HWY, 10 FT N OF PP 516019E.  SET IN
 EW2704'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW2704'GROUND.  1968 REPORT--48.0 FT NE OF TELEPHONE POLE 510285H.
 EW2704
 EW2704                          STATION RECOVERY (1977)
 EW2704
 EW2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2704'ADD- 28.25 MILES SOUTH ALONG SIERRA HIGHWAY FORM THE JUNCTION OF
 EW2704'PALMDALE BOULEVARD.
 EW2704
 EW2704                          STATION RECOVERY (1983)
 EW2704
 EW2704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2704'MADE THOROUGH SEARCH OF DESCRIBED AREA.  MARK PRESUMED TO BE DESTROYED
 EW2704'BY RECENT CONSTRUCTION WORK.
 EW2704'REPORT 3/16/83
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2703 ***********************************************************************
 EW2703  DESIGNATION -  201 106
 EW2703  PID         -  EW2703
 EW2703  STATE/COUNTY-  CA/LOS ANGELES
 EW2703  USGS QUAD   -  MINT CANYON (1995)
 EW2703
 EW2703                         *CURRENT SURVEY CONTROL
 EW2703  ___________________________________________________________________
 EW2703* NAD 83(1986)-  34 26 13.     (N)    118 25 56.     (W)     SCALED    
 EW2703* NAVD 88     -       487.923  (meters)    1600.79   (feet)  ADJUSTED  
 EW2703  ___________________________________________________________________
 EW2703  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 EW2703  DYNAMIC HT  -         487.384 (meters)    1599.03  (feet)  COMP
 EW2703  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 EW2703
 EW2703  VERT ORDER  -  FIRST     CLASS I
 EW2703
 EW2703.The horizontal coordinates were scaled from a topographic map and have
 EW2703.an estimated accuracy of +/- 6 seconds.
 EW2703
 EW2703.The orthometric height was determined by differential leveling
 EW2703.and adjusted in June 1991.
 EW2703.WARNING-Repeat measurements at this control monument indicate possible
 EW2703.vertical movement.
 EW2703
 EW2703.The geoid height was determined by GEOID03.
 EW2703
 EW2703.The dynamic height is computed by dividing the NAVD 88
 EW2703.geopotential number by the normal gravity value computed on the
 EW2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2703.degrees latitude (g = 980.6199 gals.).
 EW2703
 EW2703.The modeled gravity was interpolated from observed gravity values.
 EW2703
 EW2703;                    North         East    Units  Estimated Accuracy
 EW2703;SPC CA 5     -   604,020.    1,960,280.      MT  (+/- 180 meters Scaled)
 EW2703
 EW2703                          SUPERSEDED SURVEY CONTROL
 EW2703
 EW2703  NGVD 29 (??/??/92)  487.105  (m)         1598.11   (f) ADJ UNCH    1 1
 EW2703
 EW2703.Superseded values are not recommended for survey control.
 EW2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2703.See file dsdata.txt to determine how the superseded data were derived.
 EW2703
 EW2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU684115(NAD 83)
 EW2703_MARKER: DD = SURVEY DISK
 EW2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2703_SP_SET: CONCRETE POST
 EW2703_STAMPING: BM 201-106 1961 5869
 EW2703_MARK LOGO: CA-037
 EW2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2703+STABILITY: SURFACE MOTION
 EW2703
 EW2703  HISTORY     - Date     Condition        Report By
 EW2703  HISTORY     - 1961     MONUMENTED       CA-037
 EW2703  HISTORY     - 1968     GOOD             CA-037
 EW2703  HISTORY     - 1977     GOOD             NGS
 EW2703  HISTORY     - 1983     GOOD             USGS
 EW2703  HISTORY     - 1984     GOOD             NGS
 EW2703  HISTORY     - 1985     GOOD             NGS
 EW2703  HISTORY     - 1986     GOOD             NGS
 EW2703  HISTORY     - 19940801 MARK NOT FOUND   NGS
 EW2703
 EW2703                          STATION DESCRIPTION
 EW2703
 EW2703'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2703'2 MI NE FROM SOLAMINT.
 EW2703'SOLAMINT, 2 MI NE, 1 MI SW OF SAND CANYON RD, 80 FT NE OF THE
 EW2703'PROJECTION OF THE NE SIDE OF BUILDING NO 17145, 38 FT SE OF THE
 EW2703'CENTER LINE OF SIERRA HWY, 8.4 FT SE OF PP 655667E.  SET IN THE
 EW2703'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  21.5 FT SW OF
 EW2703'PP 1443627E, 8.7 FT SE OF TELEPHONE POLE NO 766152H.
 EW2703
 EW2703                          STATION RECOVERY (1977)
 EW2703
 EW2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2703'ADD- 28.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2703'PALMDALE BOULEVARD.
 EW2703
 EW2703                          STATION RECOVERY (1983)
 EW2703
 EW2703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2703'RECOVERED IN GOOD CONDITION.
 EW2703
 EW2703                          STATION RECOVERY (1984)
 EW2703
 EW2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2703'RECOVERED IN GOOD CONDITION.
 EW2703
 EW2703                          STATION RECOVERY (1985)
 EW2703
 EW2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2703'RECOVERED IN GOOD CONDITION.  NOTE--AN UPSIDE DOWN 5 WAS INADVERTENTLY
 EW2703'STAMPED BEFORE 5869.
 EW2703
 EW2703                          STATION RECOVERY (1986)
 EW2703
 EW2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2703'RECOVERED IN GOOD CONDITION.
 EW2703
 EW2703                          STATION RECOVERY (1994)
 EW2703
 EW2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2703'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2702 ***********************************************************************
 EW2702  DESIGNATION -  201 107
 EW2702  PID         -  EW2702
 EW2702  STATE/COUNTY-  CA/LOS ANGELES
 EW2702  USGS QUAD   -  MINT CANYON (1995)
 EW2702
 EW2702                         *CURRENT SURVEY CONTROL
 EW2702  ___________________________________________________________________
 EW2702* NAD 83(1986)-  34 25 58.     (N)    118 26 25.     (W)     SCALED    
 EW2702* NAVD 88     -       476.681  (meters)    1563.91   (feet)  ADJUSTED  
 EW2702  ___________________________________________________________________
 EW2702  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EW2702  DYNAMIC HT  -         476.154 (meters)    1562.18  (feet)  COMP
 EW2702  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 EW2702  OBS GRAVITY -     979,511.4   (mgal)                       GRAV_OBS
 EW2702
 EW2702  VERT ORDER  -  FIRST     CLASS I
 EW2702
 EW2702.The horizontal coordinates were scaled from a topographic map and have
 EW2702.an estimated accuracy of +/- 6 seconds.
 EW2702
 EW2702.The orthometric height was determined by differential leveling
 EW2702.and adjusted in June 1991.
 EW2702.WARNING-Repeat measurements at this control monument indicate possible
 EW2702.vertical movement.
 EW2702
 EW2702.The geoid height was determined by GEOID03.
 EW2702
 EW2702.The dynamic height is computed by dividing the NAVD 88
 EW2702.geopotential number by the normal gravity value computed on the
 EW2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2702.degrees latitude (g = 980.6199 gals.).
 EW2702
 EW2702.The modeled gravity was interpolated from observed gravity values.
 EW2702.The observed gravity was obtained from relative gravimeter ties
 EW2702.to the IGSN71 gravity network.
 EW2702
 EW2702;                    North         East    Units  Estimated Accuracy
 EW2702;SPC CA 5     -   603,560.    1,959,540.      MT  (+/- 180 meters Scaled)
 EW2702
 EW2702                          SUPERSEDED SURVEY CONTROL
 EW2702
 EW2702  NGVD 29 (??/??/92)  475.856  (m)         1561.20   (f) ADJ UNCH    1 1
 EW2702
 EW2702.Superseded values are not recommended for survey control.
 EW2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2702.See file dsdata.txt to determine how the superseded data were derived.
 EW2702
 EW2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU676110(NAD 83)
 EW2702_MARKER: DD = SURVEY DISK
 EW2702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2702_SP_SET: HEADWALL
 EW2702_STAMPING: BM 201-107 1961 5869
 EW2702_MARK LOGO: CA-037
 EW2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2702+STABILITY: SURFACE MOTION
 EW2702
 EW2702  HISTORY     - Date     Condition        Report By
 EW2702  HISTORY     - 1961     MONUMENTED       CA-037
 EW2702  HISTORY     - 1968     GOOD             CA-037
 EW2702  HISTORY     - 1977     GOOD             NGS
 EW2702  HISTORY     - 1983     GOOD             USGS
 EW2702  HISTORY     - 1984     GOOD             NGS
 EW2702  HISTORY     - 1985     GOOD             NGS
 EW2702  HISTORY     - 1986     GOOD             NGS
 EW2702  HISTORY     - 19940801 MARK NOT FOUND   NGS
 EW2702
 EW2702                          STATION DESCRIPTION
 EW2702
 EW2702'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2702'1.5 MI NE FROM SOLAMINT.
 EW2702'SOLAMINT, 1.5 MI NE, 1.5 MI N OF SOLEDAD CANYON RD, 21 FT NW
 EW2702'OF THE CENTER LINE OF SIERRA HWY IN THE NW HEADWALL OF CULVERT
 EW2702'NO 45.98.  SET IN THE TOP OF THE CONCRETE HEADWALL OF THE
 EW2702'CULVERT.
 EW2702
 EW2702                          STATION RECOVERY (1977)
 EW2702
 EW2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2702'ADD- 29.2 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2702'PALMDALE BOULEVARD.
 EW2702
 EW2702                          STATION RECOVERY (1983)
 EW2702
 EW2702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2702'RECOVERED IN GOOD CONDITION.
 EW2702
 EW2702                          STATION RECOVERY (1984)
 EW2702
 EW2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2702'RECOVERED IN GOOD CONDITION.
 EW2702
 EW2702                          STATION RECOVERY (1985)
 EW2702
 EW2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2702'RECOVERED IN GOOD CONDITION.
 EW2702
 EW2702                          STATION RECOVERY (1986)
 EW2702
 EW2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2702'RECOVERED IN GOOD CONDITION.
 EW2702
 EW2702                          STATION RECOVERY (1994)
 EW2702
 EW2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2702'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2701 ***********************************************************************
 EW2701  DESIGNATION -  201 108
 EW2701  PID         -  EW2701
 EW2701  STATE/COUNTY-  CA/LOS ANGELES
 EW2701  USGS QUAD   -  MINT CANYON (1995)
 EW2701
 EW2701                         *CURRENT SURVEY CONTROL
 EW2701  ___________________________________________________________________
 EW2701* NAD 83(1986)-  34 25 40.     (N)    118 26 47.     (W)     SCALED    
 EW2701* NAVD 88     -       463.399  (meters)    1520.33   (feet)  ADJUSTED  
 EW2701  ___________________________________________________________________
 EW2701  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EW2701  DYNAMIC HT  -         462.887 (meters)    1518.66  (feet)  COMP
 EW2701  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 EW2701
 EW2701  VERT ORDER  -  FIRST     CLASS I
 EW2701
 EW2701.The horizontal coordinates were scaled from a topographic map and have
 EW2701.an estimated accuracy of +/- 6 seconds.
 EW2701
 EW2701.The orthometric height was determined by differential leveling
 EW2701.and adjusted in June 1991.
 EW2701
 EW2701.The geoid height was determined by GEOID03.
 EW2701
 EW2701.The dynamic height is computed by dividing the NAVD 88
 EW2701.geopotential number by the normal gravity value computed on the
 EW2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2701.degrees latitude (g = 980.6199 gals.).
 EW2701
 EW2701.The modeled gravity was interpolated from observed gravity values.
 EW2701
 EW2701;                    North         East    Units  Estimated Accuracy
 EW2701;SPC CA 5     -   603,010.    1,958,970.      MT  (+/- 180 meters Scaled)
 EW2701
 EW2701                          SUPERSEDED SURVEY CONTROL
 EW2701
 EW2701  NGVD 29 (??/??/92)  462.584  (m)         1517.66   (f) ADJ UNCH    1 1
 EW2701
 EW2701.Superseded values are not recommended for survey control.
 EW2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2701.See file dsdata.txt to determine how the superseded data were derived.
 EW2701
 EW2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU670105(NAD 83)
 EW2701_MARKER: DD = SURVEY DISK
 EW2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2701_SP_SET: CONCRETE POST
 EW2701_STAMPING: BM 201-108 1961 5869
 EW2701_MARK LOGO: CA-037
 EW2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2701+STABILITY: SURFACE MOTION
 EW2701
 EW2701  HISTORY     - Date     Condition        Report By
 EW2701  HISTORY     - 1961     MONUMENTED       CA-037
 EW2701  HISTORY     - 1968     GOOD             CA-037
 EW2701  HISTORY     - 1977     GOOD             NGS
 EW2701  HISTORY     - 1983     GOOD             USGS
 EW2701  HISTORY     - 1984     GOOD             NGS
 EW2701  HISTORY     - 1985     GOOD             NGS
 EW2701  HISTORY     - 1986     GOOD             NGS
 EW2701  HISTORY     - 19940801 MARK NOT FOUND   NGS
 EW2701
 EW2701                          STATION DESCRIPTION
 EW2701
 EW2701'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2701'1 MI NE FROM SOLAMINT.
 EW2701'SOLAMINT, 1 MI NE, SIERRA HWY AND HILLFIELD LANE, 1 MI N OF
 EW2701'SOLEDAD CANYON RD, 61 FT NW AND 45 FT SW OF THE CENTER LINE
 EW2701'INTERSECTION, ON THE NW PROJECTION OF THE LINE OF THE NE SIDE OF
 EW2701'THE MINT CANYON COMMUNITY BLDG WHICH IS BLDG NO 17766.  SET IN
 EW2701'THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW THE GROUND
 EW2701'SURFACE.  18.1 FT NW OF PP 1443588E.
 EW2701
 EW2701                          STATION RECOVERY (1977)
 EW2701
 EW2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2701'ADD- 29.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2701'PALMDALE BOULEVARD. CHANGE COMMUNITY BUILDING TO ELKS LODGE NO.2379.
 EW2701
 EW2701                          STATION RECOVERY (1983)
 EW2701
 EW2701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2701'RECOVERED IN GOOD CONDITION.
 EW2701
 EW2701                          STATION RECOVERY (1984)
 EW2701
 EW2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2701'RECOVERED IN GOOD CONDITION.
 EW2701
 EW2701                          STATION RECOVERY (1985)
 EW2701
 EW2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2701'RECOVERED IN GOOD CONDITION.
 EW2701
 EW2701                          STATION RECOVERY (1986)
 EW2701
 EW2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2701'RECOVERED IN GOOD CONDITION.
 EW2701
 EW2701                          STATION RECOVERY (1994)
 EW2701
 EW2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2701'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2700 ***********************************************************************
 EW2700  DESIGNATION -  201 109
 EW2700  PID         -  EW2700
 EW2700  STATE/COUNTY-  CA/LOS ANGELES
 EW2700  USGS QUAD   -  MINT CANYON (1995)
 EW2700
 EW2700                         *CURRENT SURVEY CONTROL
 EW2700  ___________________________________________________________________
 EW2700* NAD 83(1986)-  34 25 21.     (N)    118 27 08.     (W)     SCALED    
 EW2700* NAVD 88     -       450.339  (meters)    1477.49   (feet)  ADJUSTED  
 EW2700  ___________________________________________________________________
 EW2700  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EW2700  DYNAMIC HT  -         449.840 (meters)    1475.85  (feet)  COMP
 EW2700  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 EW2700
 EW2700  VERT ORDER  -  FIRST     CLASS I
 EW2700
 EW2700.The horizontal coordinates were scaled from a topographic map and have
 EW2700.an estimated accuracy of +/- 6 seconds.
 EW2700
 EW2700.The orthometric height was determined by differential leveling
 EW2700.and adjusted in June 1995.
 EW2700
 EW2700.The geoid height was determined by GEOID03.
 EW2700
 EW2700.The dynamic height is computed by dividing the NAVD 88
 EW2700.geopotential number by the normal gravity value computed on the
 EW2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2700.degrees latitude (g = 980.6199 gals.).
 EW2700
 EW2700.The modeled gravity was interpolated from observed gravity values.
 EW2700
 EW2700;                    North         East    Units  Estimated Accuracy
 EW2700;SPC CA 5     -   602,420.    1,958,430.      MT  (+/- 180 meters Scaled)
 EW2700
 EW2700                          SUPERSEDED SURVEY CONTROL
 EW2700
 EW2700  NAVD 88 (06/15/91)  450.337  (m)         1477.48   (f) UNKNOWN     1 1
 EW2700  NGVD 29 (??/??/92)  449.518  (m)         1474.79   (f) ADJ UNCH    1 1
 EW2700
 EW2700.Superseded values are not recommended for survey control.
 EW2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2700.See file dsdata.txt to determine how the superseded data were derived.
 EW2700
 EW2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU665099(NAD 83)
 EW2700_MARKER: R = RIVET
 EW2700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2700_SP_SET: CULVERT HEADWALL
 EW2700_STAMPING: BM 201 109 1961 5869
 EW2700_MARK LOGO: CA-037
 EW2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2700+STABILITY: SURFACE MOTION
 EW2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2700+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW2700
 EW2700  HISTORY     - Date     Condition        Report By
 EW2700  HISTORY     - 1961     MONUMENTED       CA-037
 EW2700  HISTORY     - 1968     GOOD             CA-037
 EW2700  HISTORY     - 1977     GOOD             NGS
 EW2700  HISTORY     - 1983     GOOD             USGS
 EW2700  HISTORY     - 1984     GOOD             NGS
 EW2700  HISTORY     - 1985     GOOD             NGS
 EW2700  HISTORY     - 1986     GOOD             NGS
 EW2700  HISTORY     - 19940801 GOOD             NGS
 EW2700
 EW2700                          STATION DESCRIPTION
 EW2700
 EW2700'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2700'0.5 MI NE FROM SOLAMINT.
 EW2700'SOLAMINT, 0.5 MI NE, 0.5 MI OF SOLEDAD CANYON RD, 26 FT NW OF
 EW2700'THE CENTER LINE OF SIERRA HWY IN THE NW HEADWALL OF CULVERT
 EW2700'NO 46.99, 1 FT FROM THE N END.  SET IN THE TOP OF THE CONCRETE
 EW2700'HEADWALL OF THE CULVERT.
 EW2700
 EW2700                          STATION RECOVERY (1977)
 EW2700
 EW2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2700'ADD- 30.25 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2700'PALMDALE BOULEVARD.
 EW2700
 EW2700                          STATION RECOVERY (1983)
 EW2700
 EW2700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2700'RECOVERED IN GOOD CONDITION.
 EW2700
 EW2700                          STATION RECOVERY (1984)
 EW2700
 EW2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2700'RECOVERED IN GOOD CONDITION.
 EW2700
 EW2700                          STATION RECOVERY (1985)
 EW2700
 EW2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2700'RECOVERED IN GOOD CONDITION.
 EW2700
 EW2700                          STATION RECOVERY (1986)
 EW2700
 EW2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2700'RECOVERED IN GOOD CONDITION.
 EW2700
 EW2700                          STATION RECOVERY (1994)
 EW2700
 EW2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2700'0.8 KM (0.50 MI) NORTHEASTERLY ALONG SIERRA HIGHWAY FROM THE JUNCTION
 EW2700'OF SOLEDAD CANYON ROAD IN SOLEMINT, A RIVET IN THE CENTER OF A OF A
 EW2700'TWIST LOCK WASHER STAMPED BM 201 109 1961 5869, NEAR THE NORTHEAST END
 EW2700'OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT (BACK FILLED) , 10.3 M
 EW2700'(33.8 FT) NORTHEAST OF THE EXTENDED CENTER OF AMERICAN BEAUTY DRIVE,
 EW2700'6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 EW2700'THE HIGHWAY, 6.4 M (21.0 FT) EAST OF UTILITY POLE NUMBER PS 564 E, AND
 EW2700'4.3 M (14.1 FT) NORTHEAST OF THE NORTH END OF THE EAST WINGWALL OF A
 EW2700'STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2699 ***********************************************************************
 EW2699  DESIGNATION -  201 110 A
 EW2699  PID         -  EW2699
 EW2699  STATE/COUNTY-  CA/LOS ANGELES
 EW2699  USGS QUAD   -  MINT CANYON (1995)
 EW2699
 EW2699                         *CURRENT SURVEY CONTROL
 EW2699  ___________________________________________________________________
 EW2699* NAD 83(1986)-  34 25 00.     (N)    118 27 22.     (W)     SCALED    
 EW2699* NAVD 88     -       439.675  (meters)    1442.50   (feet)  ADJUSTED  
 EW2699  ___________________________________________________________________
 EW2699  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EW2699  DYNAMIC HT  -         439.186 (meters)    1440.90  (feet)  COMP
 EW2699  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 EW2699  OBS GRAVITY -     979,513.9   (mgal)                       GRAV_OBS
 EW2699
 EW2699  VERT ORDER  -  FIRST     CLASS I
 EW2699
 EW2699.The horizontal coordinates were scaled from a topographic map and have
 EW2699.an estimated accuracy of +/- 6 seconds.
 EW2699
 EW2699.The orthometric height was determined by differential leveling
 EW2699.and adjusted in June 1995.
 EW2699.WARNING-Repeat measurements at this control monument indicate possible
 EW2699.vertical movement.
 EW2699
 EW2699.The geoid height was determined by GEOID03.
 EW2699
 EW2699.The dynamic height is computed by dividing the NAVD 88
 EW2699.geopotential number by the normal gravity value computed on the
 EW2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2699.degrees latitude (g = 980.6199 gals.).
 EW2699
 EW2699.The modeled gravity was interpolated from observed gravity values.
 EW2699.The observed gravity was obtained from relative gravimeter ties
 EW2699.to the IGSN71 gravity network.
 EW2699
 EW2699;                    North         East    Units  Estimated Accuracy
 EW2699;SPC CA 5     -   601,780.    1,958,070.      MT  (+/- 180 meters Scaled)
 EW2699
 EW2699                          SUPERSEDED SURVEY CONTROL
 EW2699
 EW2699  NAVD 88 (06/15/91)  439.680  (m)         1442.52   (f) UNKNOWN     1 1
 EW2699  NGVD 29 (??/??/92)  438.858  (m)         1439.82   (f) ADJ UNCH    1 1
 EW2699
 EW2699.Superseded values are not recommended for survey control.
 EW2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2699.See file dsdata.txt to determine how the superseded data were derived.
 EW2699
 EW2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU661093(NAD 83)
 EW2699_MARKER: R = RIVET
 EW2699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2699_SP_SET: CATCH BASIN
 EW2699_STAMPING: 201 110 A 1968 5869
 EW2699_MARK LOGO: CA-037
 EW2699_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2699+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW2699
 EW2699  HISTORY     - Date     Condition        Report By
 EW2699  HISTORY     - 1968     MONUMENTED       CA-037
 EW2699  HISTORY     - 1973     GOOD             CA-037
 EW2699  HISTORY     - 1977     GOOD             NGS
 EW2699  HISTORY     - 1981     GOOD             TLDYNE
 EW2699  HISTORY     - 1983     GOOD             USGS
 EW2699  HISTORY     - 1984     GOOD             NGS
 EW2699  HISTORY     - 1985     GOOD             NGS
 EW2699  HISTORY     - 1986     GOOD             NGS
 EW2699  HISTORY     - 19940801 GOOD             NGS
 EW2699
 EW2699                          STATION DESCRIPTION
 EW2699
 EW2699'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2699'AT SOLAMINT.
 EW2699'AT SOLAMINT, SIERRA HIGHWAY AND SOLEDAD CANYON RD, IN THE NW
 EW2699'CORNER AT THE N CURB RETURN IN THE TOP OF A CONCRETE CATCH
 EW2699'BASIN.  SET IN THE SE CORNER OF A 4X8 FOOT CONCRETE CATCH
 EW2699'BASIN, 1.3 FT W OF THE CURB.
 EW2699
 EW2699                          STATION RECOVERY (1973)
 EW2699
 EW2699'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2699'SIERRA HIGHWAY AND SOLEDAD CANYON ROAD, IN THE NORTHWEST CORNER AT THE
 EW2699'NORTH CURB RETURN IN THE TOP OF A CONCRETE CATCH BASIN.  SET IN THE
 EW2699'SOUTHEAST CORNER OF A 4 X 8 FOOT CONCRETE CATCH BASIN, 1.3 FEET WEST
 EW2699'OF THE CURB.
 EW2699
 EW2699                          STATION RECOVERY (1977)
 EW2699
 EW2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2699'30.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW2699'BOULEVARD, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOLEDAD
 EW2699'CANYON ROAD, IN TOP OF THE SOUTHEAST CORNER OF 4 BY 10-FT. CONCRETE
 EW2699'CATCH BASIN, 51.0 FT. WEST OF THE CENTER LINE OF SIERRA HIGHWAY, 100.0
 EW2699'FT. NORTH OF THE CENTER LINE OF SOLEDAD CANYON ROAD, 9.0 FT. EAST
 EW2699'OF RED BRICK WALL AROUND PLANTERS FOR MOBIL STATION. 1.3 MILES EAST
 EW2699'OF CANYON COUNTRY ALONG SOLEDAD CANYON ROAD.
 EW2699
 EW2699                          STATION RECOVERY (1981)
 EW2699
 EW2699'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW2699'RECOVERED IN GOOD CONDITION.
 EW2699
 EW2699                          STATION RECOVERY (1983)
 EW2699
 EW2699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2699'RECOVERED IN GOOD CONDITION.
 EW2699
 EW2699                          STATION RECOVERY (1984)
 EW2699
 EW2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2699'RECOVERED IN GOOD CONDITION.
 EW2699
 EW2699                          STATION RECOVERY (1985)
 EW2699
 EW2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2699'RECOVERED IN GOOD CONDITION.  NOTE--DISK IS STAMPED 1968 NOT 1908 AS
 EW2699'PREVIOUSLY DESCRIBED.
 EW2699
 EW2699                          STATION RECOVERY (1986)
 EW2699
 EW2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2699'RECOVERED IN GOOD CONDITION.
 EW2699
 EW2699                          STATION RECOVERY (1994)
 EW2699
 EW2699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2699'IN SOLEMINT, AT THE INTERSECTION OF SOLEDAD CANYON ROAD AND SIERRA
 EW2699'HIGHWAY, A RIVET IN THE CENTER OF A TWIST LOCK WASHER STAMPED 201 110
 EW2699'A 1968 5869, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 18.1
 EW2699'M (59.4 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE ROAD,
 EW2699'9.0 M (29.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW2699'HIGHWAY, 5.4 M (17.7 FT) NORTH-NORTHEAST OF A TRAFFIC SIGNAL POLE, 0.4
 EW2699'M (1.3 FT) WEST OF A CURB, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 EW2699'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2698 ***********************************************************************
 EW2698  DESIGNATION -  201 111 A
 EW2698  PID         -  EW2698
 EW2698  STATE/COUNTY-  CA/LOS ANGELES
 EW2698  USGS QUAD   -  MINT CANYON (1995)
 EW2698
 EW2698                         *CURRENT SURVEY CONTROL
 EW2698  ___________________________________________________________________
 EW2698* NAD 83(1986)-  34 24 56.     (N)    118 27 51.     (W)     SCALED    
 EW2698* NAVD 88     -       427.693  (meters)    1403.19   (feet)  ADJUSTED  
 EW2698  ___________________________________________________________________
 EW2698  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EW2698  DYNAMIC HT  -         427.219 (meters)    1401.63  (feet)  COMP
 EW2698  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 EW2698
 EW2698  VERT ORDER  -  FIRST     CLASS I
 EW2698
 EW2698.The horizontal coordinates were scaled from a topographic map and have
 EW2698.an estimated accuracy of +/- 6 seconds.
 EW2698
 EW2698.The orthometric height was determined by differential leveling
 EW2698.and adjusted in June 1995.
 EW2698.WARNING-Repeat measurements at this control monument indicate possible
 EW2698.vertical movement.
 EW2698
 EW2698.The geoid height was determined by GEOID03.
 EW2698
 EW2698.The dynamic height is computed by dividing the NAVD 88
 EW2698.geopotential number by the normal gravity value computed on the
 EW2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2698.degrees latitude (g = 980.6199 gals.).
 EW2698
 EW2698.The modeled gravity was interpolated from observed gravity values.
 EW2698
 EW2698;                    North         East    Units  Estimated Accuracy
 EW2698;SPC CA 5     -   601,660.    1,957,330.      MT  (+/- 180 meters Scaled)
 EW2698
 EW2698                          SUPERSEDED SURVEY CONTROL
 EW2698
 EW2698  NAVD 88 (06/15/91)  427.689  (m)         1403.18   (f) UNKNOWN     1 1
 EW2698  NGVD 29 (??/??/92)  426.869  (m)         1400.49   (f) ADJ UNCH    1 1
 EW2698
 EW2698.Superseded values are not recommended for survey control.
 EW2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2698.See file dsdata.txt to determine how the superseded data were derived.
 EW2698
 EW2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU654092(NAD 83)
 EW2698_MARKER: DD = SURVEY DISK
 EW2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2698_SP_SET: CONCRETE POST
 EW2698_STAMPING: BM 201 111 A 1968 5869
 EW2698_MARK LOGO: CA-037
 EW2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2698+STABILITY: SURFACE MOTION
 EW2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2698+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW2698
 EW2698  HISTORY     - Date     Condition        Report By
 EW2698  HISTORY     - 1968     MONUMENTED       CA-037
 EW2698  HISTORY     - 1973     GOOD             CA-037
 EW2698  HISTORY     - 1977     GOOD             NGS
 EW2698  HISTORY     - 1981     GOOD             TLDYNE
 EW2698  HISTORY     - 1983     GOOD             USGS
 EW2698  HISTORY     - 1984     GOOD             NGS
 EW2698  HISTORY     - 1985     GOOD             NGS
 EW2698  HISTORY     - 1986     GOOD             NGS
 EW2698  HISTORY     - 19940801 GOOD             NGS
 EW2698
 EW2698                          STATION DESCRIPTION
 EW2698
 EW2698'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2698'0.5 MI W FROM SOLAMINT.
 EW2698'SOLAMINT, 0.5 MI W, SOLEDAD CANYON ROAD AND LUTHER DRIVE, 61 FEET
 EW2698'S AND 48.0 FT W OF THE APPROXIMATE CENTER LINE INTERSECTION,
 EW2698'2 FT N OF PP 1643644E, 1.3 FT S OF THE CURB.  SET IN THE TOP OF
 EW2698'A 12-INCH CONCRETE POST LEVEL WITH THE TOP OF THE CURB.
 EW2698
 EW2698                          STATION RECOVERY (1973)
 EW2698
 EW2698'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2698'SOLEDAD CANYON ROAD AND LUTHER DRIVE, 61.0 FEET SOUTH AND 48.0 FEET
 EW2698'WEST OF THE APPROXIMATE CENTER LINE INTERSECTION, 2.0 FEET NORTH OF
 EW2698'POWER POLE NO. 164-644F, 1.3 FEET SOUTH OF THE CURB.  SET IN THE TOP
 EW2698'OF A 12 INCH CONCRETE POST LEVEL WITH THE TOP OF THE CURB.
 EW2698
 EW2698                          STATION RECOVERY (1977)
 EW2698
 EW2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2698'30.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW2698'BOULEVARD, THENCE 0.5 MILE WEST ALONG SOLEDAD CANYON ROAD, 0.8 MILE
 EW2698'EAST OF BRIDGE NO B1672 AT CANYON COUNTRY.
 EW2698
 EW2698                          STATION RECOVERY (1981)
 EW2698
 EW2698'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW2698'RECOVERED IN GOOD CONDITION.
 EW2698
 EW2698                          STATION RECOVERY (1983)
 EW2698
 EW2698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2698'RECOVERED IN GOOD CONDITION.
 EW2698
 EW2698                          STATION RECOVERY (1984)
 EW2698
 EW2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2698'RECOVERED IN GOOD CONDITION.
 EW2698
 EW2698                          STATION RECOVERY (1985)
 EW2698
 EW2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2698'RECOVERED IN GOOD CONDITION.
 EW2698
 EW2698                          STATION RECOVERY (1986)
 EW2698
 EW2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2698'RECOVERED IN GOOD CONDITION.
 EW2698
 EW2698                          STATION RECOVERY (1994)
 EW2698
 EW2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2698'IN SOLEMINT, AT THE INTERSECTION OF SOLEDAD CANYON ROAD AND LUTHER
 EW2698'DRIVE, 14.5 M (47.6 FT) WEST OF THE CENTERLINE OF THE DRIVE, 6.2 M
 EW2698'(20.3 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO MCDONALDS, 1.3 M
 EW2698'(4.3 FT) WEST-NORTHWEST OF A TRAFFIC SIGNAL POLE, 0.4 M (1.3 FT) SOUTH
 EW2698'OF THE SOUTH CURB OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A UTILITY POLE,
 EW2698'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 EW2698'SURROUNDED BY AND FLUSH WITH A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2691 ***********************************************************************
 EW2691  DESIGNATION -  201 112 LA CO
 EW2691  PID         -  EW2691
 EW2691  STATE/COUNTY-  CA/LOS ANGELES
 EW2691  USGS QUAD   -  MINT CANYON (1995)
 EW2691
 EW2691                         *CURRENT SURVEY CONTROL
 EW2691  ___________________________________________________________________
 EW2691* NAD 83(1986)-  34 24 57.     (N)    118 28 31.     (W)     SCALED    
 EW2691* NAVD 88     -       416.61   (+/-2cm)    1366.8    (feet)  VERTCON   
 EW2691  ___________________________________________________________________
 EW2691  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EW2691  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2691
 EW2691.The horizontal coordinates were scaled from a topographic map and have
 EW2691.an estimated accuracy of +/- 6 seconds.
 EW2691
 EW2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2691.The vertical order pertains to the NGVD 29 superseded value.
 EW2691
 EW2691.The geoid height was determined by GEOID03.
 EW2691
 EW2691;                    North         East    Units  Estimated Accuracy
 EW2691;SPC CA 5     -   601,690.    1,956,310.      MT  (+/- 180 meters Scaled)
 EW2691
 EW2691                          SUPERSEDED SURVEY CONTROL
 EW2691
 EW2691  NGVD 29 (??/??/92)  415.788  (m)         1364.13   (f) ADJ UNCH    1 1
 EW2691
 EW2691.Superseded values are not recommended for survey control.
 EW2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2691.See file dsdata.txt to determine how the superseded data were derived.
 EW2691
 EW2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU644092(NAD 83)
 EW2691_MARKER: P = PIPE CAP
 EW2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2691_STAMPING: BM 201-111 A 19O8
 EW2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2691+STABILITY: SURFACE MOTION
 EW2691
 EW2691  HISTORY     - Date     Condition        Report By
 EW2691  HISTORY     - 1968     MONUMENTED       CA-037
 EW2691  HISTORY     - 1968     GOOD             CA-037
 EW2691  HISTORY     - 1983     GOOD             USGS
 EW2691  HISTORY     - 1984     MARK NOT FOUND   NGS
 EW2691
 EW2691                          STATION DESCRIPTION
 EW2691
 EW2691'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2691'1 MI W FROM SOLAMINT.
 EW2691'SOLAMINT, 1 MI W, 1 MI W OF SIERRA HIGHWAY, ABOUT 133 FT SW OF
 EW2691'CULVERT NO 434, 31.5 FT NW OF THE CENTER LINE OF SOLEDAD CANYON
 EW2691'RD.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 EW2691'ABOVE THE GROUND.  11.5 FT E OF TELEPHONE POLE NO 766164H.  NW
 EW2691'CORNER OF JUNCTION WITH W ENTRANCE TO SECURITY FIRST NATIONAL
 EW2691'BANK AND SHOPPING CENTER.
 EW2691
 EW2691                          STATION RECOVERY (1983)
 EW2691
 EW2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2691'RECOVERED IN GOOD CONDITION.
 EW2691
 EW2691                          STATION RECOVERY (1984)
 EW2691
 EW2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2691'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2689 ***********************************************************************
 EW2689  DESIGNATION -  201 114 A LA CO
 EW2689  PID         -  EW2689
 EW2689  STATE/COUNTY-  CA/LOS ANGELES
 EW2689  USGS QUAD   -  MINT CANYON (1995)
 EW2689
 EW2689                         *CURRENT SURVEY CONTROL
 EW2689  ___________________________________________________________________
 EW2689* NAD 83(1986)-  34 25 07.     (N)    118 28 57.     (W)     SCALED    
 EW2689* NAVD 88     -       412.390  (meters)    1352.98   (feet)  READJUSTED
 EW2689  ___________________________________________________________________
 EW2689  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2689  DYNAMIC HT  -         411.930 (meters)    1351.47  (feet)  COMP
 EW2689  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 EW2689  OBS GRAVITY -     979,514.4   (mgal)                       GRAV_OBS
 EW2689
 EW2689  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2689
 EW2689.The horizontal coordinates were scaled from a topographic map and have
 EW2689.an estimated accuracy of +/- 6 seconds.
 EW2689
 EW2689.The orthometric height was determined by differential leveling
 EW2689.and adjusted in February 1993.
 EW2689.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2689.distribution rate of 0.0 thru 1.0 mm/km.
 EW2689.The height was derived from older observations constrained to new
 EW2689.heights in a crustal motion area.  The height is approximate in
 EW2689.relation to other heights in its vicinity.
 EW2689
 EW2689.The geoid height was determined by GEOID03.
 EW2689
 EW2689.The dynamic height is computed by dividing the NAVD 88
 EW2689.geopotential number by the normal gravity value computed on the
 EW2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2689.degrees latitude (g = 980.6199 gals.).
 EW2689
 EW2689.The modeled gravity was interpolated from observed gravity values.
 EW2689.The observed gravity was obtained from relative gravimeter ties
 EW2689.to the IGSN71 gravity network.
 EW2689
 EW2689;                    North         East    Units  Estimated Accuracy
 EW2689;SPC CA 5     -   602,000.    1,955,650.      MT  (+/- 180 meters Scaled)
 EW2689
 EW2689                          SUPERSEDED SURVEY CONTROL
 EW2689
 EW2689  NGVD 29 (??/??/92)  411.572  (m)         1350.30   (f) ADJ UNCH    1 1
 EW2689
 EW2689.Superseded values are not recommended for survey control.
 EW2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2689.See file dsdata.txt to determine how the superseded data were derived.
 EW2689
 EW2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU637095(NAD 83)
 EW2689_MARKER: DD = SURVEY DISK
 EW2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2689_STAMPING: BM 201-114 A 1971 5869
 EW2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2689+STABILITY: SURFACE MOTION
 EW2689
 EW2689  HISTORY     - Date     Condition        Report By
 EW2689  HISTORY     - 1971     MONUMENTED       CA-037
 EW2689  HISTORY     - 1971     GOOD             NGS
 EW2689  HISTORY     - 1973     GOOD             CA-037
 EW2689  HISTORY     - 1977     GOOD             NGS
 EW2689
 EW2689                          STATION DESCRIPTION
 EW2689
 EW2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2689'4.5 MI E FROM SAUGUS.
 EW2689'4.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW2689'THE STATION AT SAUGUS, 0.15 MILE WEST OF BENCH MARK C 486, AT THE
 EW2689'SOUTH END OF A SHORT DEEP CUT, 28.2 FEET EAST OF THE EAST RAIL, 18
 EW2689'FEET NORTH OF A TELEPHONE POLE WITH A GUY WIRE, BETWEEN TWO 2-INCH
 EW2689'IRON PIPES WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, ABOUT 1
 EW2689'FOOT LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 EW2689'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EW2689
 EW2689                          STATION RECOVERY (1973)
 EW2689
 EW2689'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2689'SOLEDAD CANYON ROAD, 1.75 MILES WESTERLY FROM SIERRA HIGHWAY, 0.4
 EW2689'MILES WESTERLY FROM THE WESTERLY END OF THE BRIDGE OVER THE SANTA
 EW2689'CLARA RIVER, 73.4 FEET WESTERLY FROM THE APPROXIMATE CENTERLINE OF
 EW2689'SOLEDAD CANYON ROAD (ABOUT 10 FEET HIGHER THAN THE ROAD) 66.3 FEET
 EW2689'NORTHWESTERLY FROM NORTHWESTERLY CORNER OF A CONCRETE CULVERT
 EW2689'HEADWALL, 27.4 FEET EASTERLY FROM THE EASTERLY RAIL OF THE S.P.R.R.
 EW2689'MAIN LINE TRACT, 18.4 FEET NORTHERLY FROM A TELEGRAPH POLE, NO NUMBER,
 EW2689'UP 6 INCHES ABOVE THE GROUND IN A 12-INCH BY 12-INCH CONCRETE PAD,
 EW2689'MARKER PIPES ARE 2 FEET NORTHWEST AND SOUTHWEST.
 EW2689
 EW2689                          STATION RECOVERY (1977)
 EW2689
 EW2689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2689'0.35 MILES WEST ALONG SOLEDAD CANYON ROAD FROM BRIDGE OVER THE SANTA
 EW2689'CLARA RIVER AT CANYON COUNTRY, LOCATED AT THE SOUTH END OF CUT BANK ON
 EW2689'RAILROAD, 1 1/2  POLES NORTH OF MILE POLE 446, ABOUT 200 FT.
 EW2689'WEST OF THE CENTER LINE OF SOLEDAD CANYON ROAD, 72.0 FT. WEST OF THE
 EW2689'CENTER LINE OF THE OLD SOLEDAD CANYON ROAD, 67.0 FT. NORTHWEST OF WEST
 EW2689'HEAD WALL NO. 3.71, 27.0 FT. EAST OF EAST RAIL, 18.0 FT. NORTH OF
 EW2689'TELEPHONE POLE 4.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW2689'THE STATION AT SAUGUS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2692 ***********************************************************************
 EW2692  DESIGNATION -  201 114 LA CO
 EW2692  PID         -  EW2692
 EW2692  STATE/COUNTY-  CA/LOS ANGELES
 EW2692  USGS QUAD   -  MINT CANYON (1995)
 EW2692
 EW2692                         *CURRENT SURVEY CONTROL
 EW2692  ___________________________________________________________________
 EW2692* NAD 83(1986)-  34 25 03.     (N)    118 28 53.     (W)     SCALED    
 EW2692* NAVD 88     -       410.06   (+/-2cm)    1345.3    (feet)  VERTCON   
 EW2692  ___________________________________________________________________
 EW2692  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2692  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2692
 EW2692.The horizontal coordinates were scaled from a topographic map and have
 EW2692.an estimated accuracy of +/- 6 seconds.
 EW2692
 EW2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2692.The vertical order pertains to the NGVD 29 superseded value.
 EW2692
 EW2692.The geoid height was determined by GEOID03.
 EW2692
 EW2692;                    North         East    Units  Estimated Accuracy
 EW2692;SPC CA 5     -   601,880.    1,955,750.      MT  (+/- 180 meters Scaled)
 EW2692
 EW2692                          SUPERSEDED SURVEY CONTROL
 EW2692
 EW2692  NGVD 29 (??/??/92)  409.248  (m)         1342.67   (f) ADJ UNCH    1 1
 EW2692
 EW2692.Superseded values are not recommended for survey control.
 EW2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2692.See file dsdata.txt to determine how the superseded data were derived.
 EW2692
 EW2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU638094(NAD 83)
 EW2692_MARKER: Z = SEE DESCRIPTION
 EW2692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2692_SP_SET: CULVERT
 EW2692_STAMPING: LA CO RD DEPT BM
 EW2692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2692
 EW2692  HISTORY     - Date     Condition        Report By
 EW2692  HISTORY     - UNK      MONUMENTED       CA-037
 EW2692  HISTORY     - 1968     GOOD             NGS
 EW2692
 EW2692                          STATION DESCRIPTION
 EW2692
 EW2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW2692'1.5 MI W FROM SOLAMINT.
 EW2692'SOLAMINT, 1.5 MI W, 1.75 MI W OF SIERRA HIGHWAY IN THE NE HEADWALL
 EW2692'OF CULVERT NO 3.77, 25 FT NE OF THE CENTER LINE OF SOLEDAD CANYON
 EW2692'RD.  SET IN THE TOP OF THE CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6671 ***********************************************************************
 EW6671  DESIGNATION -  201 115 B LA CO
 EW6671  PID         -  EW6671
 EW6671  STATE/COUNTY-  CA/LOS ANGELES
 EW6671  USGS QUAD   -  MINT CANYON (1995)
 EW6671
 EW6671                         *CURRENT SURVEY CONTROL
 EW6671  ___________________________________________________________________
 EW6671* NAD 83(1986)-  34 25 17.     (N)    118 29 21.     (W)     SCALED    
 EW6671* NAVD 88     -       400.37   (+/-2cm)    1313.5    (feet)  VERTCON   
 EW6671  ___________________________________________________________________
 EW6671  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EW6671  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6671
 EW6671.The horizontal coordinates were scaled from a topographic map and have
 EW6671.an estimated accuracy of +/- 6 seconds.
 EW6671
 EW6671.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6671.The vertical order pertains to the NGVD 29 superseded value.
 EW6671
 EW6671.The geoid height was determined by GEOID03.
 EW6671
 EW6671;                    North         East    Units  Estimated Accuracy
 EW6671;SPC CA 5     -   602,310.    1,955,040.      MT  (+/- 180 meters Scaled)
 EW6671
 EW6671                          SUPERSEDED SURVEY CONTROL
 EW6671
 EW6671  NGVD 29 (??/??/92)  399.551  (m)         1310.86   (f) ADJ UNCH    1 1
 EW6671
 EW6671.Superseded values are not recommended for survey control.
 EW6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6671.See file dsdata.txt to determine how the superseded data were derived.
 EW6671
 EW6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU631098(NAD 83)
 EW6671_MARKER: DD = SURVEY DISK
 EW6671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6671_STAMPING: BM 201-115 B
 EW6671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6671+STABILITY: SURFACE MOTION
 EW6671
 EW6671  HISTORY     - Date     Condition        Report By
 EW6671  HISTORY     - UNK      MONUMENTED       CA-037
 EW6671  HISTORY     - 1973     GOOD             CA-037
 EW6671
 EW6671                          STATION DESCRIPTION
 EW6671
 EW6671'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6671'2.6 MI W FROM SOLAMINT.
 EW6671'SOLEDAD CANYON ROAD, 2.3 MILES WEST OF SIERRA HIGHWAY, 399 FEET
 EW6671'SOUTHEASTERLY OF DRIVEWAY TO PARKLAND MOBILE ESTATES, 156.6 FEET
 EW6671'SOUTHEASTERLY OF POWER POLE NO. 1443380E, 2.0 FEET NORTHERLY OF
 EW6671'NORTHERLY CURB.  SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH WITH
 EW6671'TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6672 ***********************************************************************
 EW6672  DESIGNATION -  201 115 C LA CO
 EW6672  PID         -  EW6672
 EW6672  STATE/COUNTY-  CA/LOS ANGELES
 EW6672  USGS QUAD   -  MINT CANYON (1995)
 EW6672
 EW6672                         *CURRENT SURVEY CONTROL
 EW6672  ___________________________________________________________________
 EW6672* NAD 83(1986)-  34 25 17.     (N)    118 29 33.     (W)     SCALED    
 EW6672* NAVD 88     -       396.75   (+/-2cm)    1301.7    (feet)  VERTCON   
 EW6672  ___________________________________________________________________
 EW6672  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 EW6672  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6672
 EW6672.The horizontal coordinates were scaled from a topographic map and have
 EW6672.an estimated accuracy of +/- 6 seconds.
 EW6672
 EW6672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6672.The vertical order pertains to the NGVD 29 superseded value.
 EW6672
 EW6672.The geoid height was determined by GEOID03.
 EW6672
 EW6672;                    North         East    Units  Estimated Accuracy
 EW6672;SPC CA 5     -   602,320.    1,954,730.      MT  (+/- 180 meters Scaled)
 EW6672
 EW6672                          SUPERSEDED SURVEY CONTROL
 EW6672
 EW6672  NGVD 29 (??/??/92)  395.938  (m)         1299.01   (f) ADJ UNCH    1 1
 EW6672
 EW6672.Superseded values are not recommended for survey control.
 EW6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6672.See file dsdata.txt to determine how the superseded data were derived.
 EW6672
 EW6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU628098(NAD 83)
 EW6672_MARKER: DD = SURVEY DISK
 EW6672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6672_SP_SET: CONCRETE PAD
 EW6672_STAMPING: BM 201-115C RE 5869
 EW6672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6672
 EW6672  HISTORY     - Date     Condition        Report By
 EW6672  HISTORY     - UNK      MONUMENTED       CA-037
 EW6672  HISTORY     - 1973     GOOD             CA-037
 EW6672
 EW6672                          STATION DESCRIPTION
 EW6672
 EW6672'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6672'2.5 MI W FROM SOLEMINT.
 EW6672'SOLEDAD CANYON ROAD, 2.5 MILES WESTERLY FROM SIERRA HIGHWAY ABOUT 300
 EW6672'FEET WESTERLY FROM THE CENTER (OF 3) ENTRANCE TO THE PARKLANE MOBIL
 EW6672'HOME PARK, 107.8 FEET SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF
 EW6672'SOLEDAD CANYON ROAD (ABOUT 36 FEET WIDE) 43.5 FEET SOUTHERLY FROM THE
 EW6672'SOUTHERLY RAIL OF THE S.P.R.R. MAIN LINE TRACK, 43.0 FEET
 EW6672'SOUTHEASTERLY FROM B.M. 201-115A (F.B. 3730-65) 36.8 FEET
 EW6672'SOUTHEASTERLY FROM A TELEGRAPH POLE (NO NUMBER), 4.5 FEET SOUTH OF A
 EW6672'TELEGRAPH POLE (NO NUMBER) 4.3 FEET NORTH OF A WIRE FENCE, 2.0 FEET
 EW6672'EAST OF MARKER PIPE, 6 INCHES ABOVE THE GROUND IN A 12-INCH BY 12-INCH
 EW6672'CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2684 ***********************************************************************
 EW2684  DESIGNATION -  201 116 B
 EW2684  PID         -  EW2684
 EW2684  STATE/COUNTY-  CA/LOS ANGELES
 EW2684  USGS QUAD   -  MINT CANYON (1995)
 EW2684
 EW2684                         *CURRENT SURVEY CONTROL
 EW2684  ___________________________________________________________________
 EW2684* NAD 83(1986)-  34 25 14.     (N)    118 30 02.     (W)     SCALED    
 EW2684* NAVD 88     -       389.483  (meters)    1277.83   (feet)  ADJUSTED  
 EW2684  ___________________________________________________________________
 EW2684  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 EW2684  DYNAMIC HT  -         389.049 (meters)    1276.40  (feet)  COMP
 EW2684  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 EW2684
 EW2684  VERT ORDER  -  FIRST     CLASS I
 EW2684
 EW2684.The horizontal coordinates were scaled from a topographic map and have
 EW2684.an estimated accuracy of +/- 6 seconds.
 EW2684
 EW2684.The orthometric height was determined by differential leveling
 EW2684.and adjusted in June 1995.
 EW2684
 EW2684.The geoid height was determined by GEOID03.
 EW2684
 EW2684.The dynamic height is computed by dividing the NAVD 88
 EW2684.geopotential number by the normal gravity value computed on the
 EW2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2684.degrees latitude (g = 980.6199 gals.).
 EW2684
 EW2684.The modeled gravity was interpolated from observed gravity values.
 EW2684
 EW2684;                    North         East    Units  Estimated Accuracy
 EW2684;SPC CA 5     -   602,230.    1,953,990.      MT  (+/- 180 meters Scaled)
 EW2684
 EW2684                          SUPERSEDED SURVEY CONTROL
 EW2684
 EW2684  NAVD 88 (06/15/91)  389.510  (m)         1277.92   (f) UNKNOWN     1 1
 EW2684  NGVD 29 (??/??/92)  388.689  (m)         1275.22   (f) ADJ UNCH    1 1
 EW2684
 EW2684.Superseded values are not recommended for survey control.
 EW2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2684.See file dsdata.txt to determine how the superseded data were derived.
 EW2684
 EW2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU621098(NAD 83)
 EW2684_MARKER: DD = SURVEY DISK
 EW2684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2684_SP_SET: CULVERT HEADWALL
 EW2684_STAMPING: BM 201 116 B 1971 5869
 EW2684_MARK LOGO: CA-037
 EW2684_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2684+STABILITY: SURFACE MOTION
 EW2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2684+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW2684
 EW2684  HISTORY     - Date     Condition        Report By
 EW2684  HISTORY     - 1971     MONUMENTED       CA-037
 EW2684  HISTORY     - 1971     GOOD             NGS
 EW2684  HISTORY     - 1973     GOOD             CA-037
 EW2684  HISTORY     - 1977     GOOD             NGS
 EW2684  HISTORY     - 1981     GOOD             TLDYNE
 EW2684  HISTORY     - 1983     GOOD             USGS
 EW2684  HISTORY     - 1984     GOOD             NGS
 EW2684  HISTORY     - 1985     GOOD             NGS
 EW2684  HISTORY     - 1986     GOOD             NGS
 EW2684  HISTORY     - 19940801 GOOD             NGS
 EW2684
 EW2684                          STATION DESCRIPTION
 EW2684
 EW2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2684'3.5 MI E FROM SAUGUS.
 EW2684'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW2684'THE STATION AT SAUGUS, AT HORNBY SIDING, 4 POLES WEST OF MILEPOLE
 EW2684'447, IN THE TOP AND 0.9 FOOT WEST OF THE EAST END OF THE NORTH
 EW2684'CONCRETE HEAD WALL OF BRIDGE 447.12, 5.1 FEET NORTH OF THE NORTH
 EW2684'RAIL, AND ABOUT LEVEL WITH THE TRACK.  SECTION 19, T4N, R 15W
 EW2684
 EW2684                          STATION RECOVERY (1973)
 EW2684
 EW2684'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2684'SOLEDAD CANYON ROAD, 2.75 MILES EAST OF BOUQUET CANYON ROAD, FLUSH IN
 EW2684'THE TOP OF THE EASTERLY END OF S.P.R.R BRIDGE HEAD WALL, BRIDGE NUMBER
 EW2684'447.12, 42.2 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT, 32.2 FEET
 EW2684'SOUTHEASTERLY FROM THE SOUTHEASTERLY CORNER OF A CONCRETE CULVERT HEAD
 EW2684'WALL, 20.0 FEET EAST FROM B.M. 201-116A, 18.3 FEET NORTH FROM THE
 EW2684'NORTH RAIL OF THE S.P.R.R. MAIN LINE.
 EW2684
 EW2684                          STATION RECOVERY (1977)
 EW2684
 EW2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2684'1.45 MILES WEST ALONG SOLEDAD CANYON ROAD FROM THE BRIDGE OVER SANTA
 EW2684'CLARA RIVER, 3.5 MILES EAST OF STATION AT SAUGUS, IN TOP OF THE EAST
 EW2684'END OF NORTH CONCRETE HEAD WALL FOR BRIDGE UNDER RAILROAD, 0.05 MILE
 EW2684'EAST OF THE MUSTANG DRIVE-IN THEATER, 18.0 FT. NORTH OF NORTH RAIL
 EW2684'20.0 FT. EAST OF 201-116A.
 EW2684
 EW2684                          STATION RECOVERY (1981)
 EW2684
 EW2684'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW2684'RECOVERED IN GOOD CONDITION.
 EW2684
 EW2684                          STATION RECOVERY (1983)
 EW2684
 EW2684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2684'RECOVERED IN GOOD CONDITION.
 EW2684
 EW2684                          STATION RECOVERY (1984)
 EW2684
 EW2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2684'RECOVERED IN GOOD CONDITION.
 EW2684
 EW2684                          STATION RECOVERY (1985)
 EW2684
 EW2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2684'RECOVERED IN GOOD CONDITION.
 EW2684
 EW2684                          STATION RECOVERY (1986)
 EW2684
 EW2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2684'RECOVERED IN GOOD CONDITION.
 EW2684
 EW2684                          STATION RECOVERY (1994)
 EW2684
 EW2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2684'4.8 KM (3.00 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW2684'JUNCTION OF CINEMA AVENUE IN SAUGUS, IN TOP OF AND 0.3 M (1.0 FT) WEST
 EW2684'OF EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 EW2684'TRACK, 49.0 M (160.8 FT) EAST OF THE CENTER OF THE MOST EASTERLY OF 5
 EW2684'HIGH LINES CROSSING THE RAILROAD, 11.2 M (36.7 FT) SOUTH OF THE SOUTH
 EW2684'CURB OF SOLEDAD CANYON ROAD, 5.7 M (18.7 FT) NORTH OF THE NEAR RAIL,
 EW2684'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6670 ***********************************************************************
 EW6670  DESIGNATION -  201 117 A LA CO
 EW6670  PID         -  EW6670
 EW6670  STATE/COUNTY-  CA/LOS ANGELES
 EW6670  USGS QUAD   -  NEWHALL (1995)
 EW6670
 EW6670                         *CURRENT SURVEY CONTROL
 EW6670  ___________________________________________________________________
 EW6670* NAD 83(1986)-  34 25 09.     (N)    118 30 23.     (W)     SCALED    
 EW6670* NAVD 88     -       383.68   (+/-2cm)    1258.8    (feet)  VERTCON   
 EW6670  ___________________________________________________________________
 EW6670  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EW6670  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6670
 EW6670.The horizontal coordinates were scaled from a topographic map and have
 EW6670.an estimated accuracy of +/- 6 seconds.
 EW6670
 EW6670.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6670.The vertical order pertains to the NGVD 29 superseded value.
 EW6670
 EW6670.The geoid height was determined by GEOID03.
 EW6670
 EW6670;                    North         East    Units  Estimated Accuracy
 EW6670;SPC CA 5     -   602,080.    1,953,450.      MT  (+/- 180 meters Scaled)
 EW6670
 EW6670                          SUPERSEDED SURVEY CONTROL
 EW6670
 EW6670  NGVD 29 (??/??/92)  382.862  (m)         1256.11   (f) ADJ UNCH    1 1
 EW6670
 EW6670.Superseded values are not recommended for survey control.
 EW6670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6670.See file dsdata.txt to determine how the superseded data were derived.
 EW6670
 EW6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU615096(NAD 83)
 EW6670_MARKER: Z = SEE DESCRIPTION
 EW6670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6670_SP_SET: SEMAPHORE
 EW6670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6670
 EW6670  HISTORY     - Date     Condition        Report By
 EW6670  HISTORY     - UNK      MONUMENTED       CGS
 EW6670  HISTORY     - 1973     GOOD             CA-037
 EW6670
 EW6670                          STATION DESCRIPTION
 EW6670
 EW6670'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6670'3.1 MI W FROM SOLAMINT.
 EW6670'SOUTHERN PACIFIC COMPANY RAILROAD AND SOLEDAD CANYON ROAD ABOUT 2.5
 EW6670'MILES EASTERLY OF BOUQUET CANYON ROAD IN THE CONCRETE BASE OF RAILROAD
 EW6670'SEMAPHORE AT MILEPOST 447.47, 6 FEET SOUTH OF THE SOUTH RAIL OF MAIN
 EW6670'TRACK.  SET IN LEAD IN THE NORTHWEST CORNER OF CONCRETE BASE OF
 EW6670'SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5009 ***********************************************************************
 EW5009  DESIGNATION -  201 119 A
 EW5009  PID         -  EW5009
 EW5009  STATE/COUNTY-  CA/LOS ANGELES
 EW5009  USGS QUAD   -  NEWHALL (1995)
 EW5009
 EW5009                         *CURRENT SURVEY CONTROL
 EW5009  ___________________________________________________________________
 EW5009* NAD 83(1986)-  34 24 51.     (N)    118 31 08.     (W)     SCALED    
 EW5009* NAVD 88     -       372.429  (meters)    1221.88   (feet)  ADJUSTED  
 EW5009  ___________________________________________________________________
 EW5009  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EW5009  DYNAMIC HT  -         372.016 (meters)    1220.52  (feet)  COMP
 EW5009  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 EW5009  OBS GRAVITY -     979,519.0   (mgal)                       GRAV_OBS
 EW5009
 EW5009  VERT ORDER  -  FIRST     CLASS I
 EW5009
 EW5009.The horizontal coordinates were scaled from a topographic map and have
 EW5009.an estimated accuracy of +/- 6 seconds.
 EW5009
 EW5009.The orthometric height was determined by differential leveling
 EW5009.and adjusted in June 1995.
 EW5009
 EW5009.The geoid height was determined by GEOID03.
 EW5009
 EW5009.The dynamic height is computed by dividing the NAVD 88
 EW5009.geopotential number by the normal gravity value computed on the
 EW5009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5009.degrees latitude (g = 980.6199 gals.).
 EW5009
 EW5009.The modeled gravity was interpolated from observed gravity values.
 EW5009.The observed gravity was obtained from relative gravimeter ties
 EW5009.to the IGSN71 gravity network.
 EW5009
 EW5009;                    North         East    Units  Estimated Accuracy
 EW5009;SPC CA 5     -   601,530.    1,952,300.      MT  (+/- 180 meters Scaled)
 EW5009
 EW5009                          SUPERSEDED SURVEY CONTROL
 EW5009
 EW5009  NAVD 88 (06/15/91)  372.409  (m)         1221.81   (f) UNKNOWN     1 1
 EW5009  NGVD 29 (??/??/92)  371.590  (m)         1219.12   (f) ADJ UNCH    1 1
 EW5009
 EW5009.Superseded values are not recommended for survey control.
 EW5009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5009.See file dsdata.txt to determine how the superseded data were derived.
 EW5009
 EW5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU604091(NAD 83)
 EW5009_MARKER: B = BOLT
 EW5009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5009_SP_SET: CULVERT HEADWALL
 EW5009_STAMPING: BM 201-119 A 1971 5869
 EW5009_MARK LOGO: NONE  
 EW5009_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW5009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5009+STABILITY: SURFACE MOTION
 EW5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5009+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 EW5009
 EW5009  HISTORY     - Date     Condition        Report By
 EW5009  HISTORY     - 1971     MONUMENTED       CA-037
 EW5009  HISTORY     - 1971     GOOD             CA-037
 EW5009  HISTORY     - 1973     GOOD             CA-037
 EW5009  HISTORY     - 1977     GOOD             NGS
 EW5009  HISTORY     - 1981     GOOD             TLDYNE
 EW5009  HISTORY     - 1983     GOOD             USGS
 EW5009  HISTORY     - 1984     GOOD             NGS
 EW5009  HISTORY     - 1985     GOOD             NGS
 EW5009  HISTORY     - 1986     GOOD             NGS
 EW5009  HISTORY     - 19940801 GOOD             NGS
 EW5009
 EW5009                          STATION DESCRIPTION
 EW5009
 EW5009'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW5009'2.3 MI E FROM SAUGUS.
 EW5009'2.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW5009'THE STATION AT SAUGUS, 0.3 MILE WEST OF MILEPOLE 448, IN THE
 EW5009'TOP AND 0.9 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE
 EW5009'HEAD WALL OF 24-INCH PIPE CULVERT 448.29, 10.5 FEET NORTH OF
 EW5009'THE NORTH RAIL, 95 FEET SOUTH OF THE CENTER LINE OF SOLEDAD
 EW5009'CANYON ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 EW5009
 EW5009                          STATION RECOVERY (1971)
 EW5009
 EW5009'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW5009'RECOVERED IN GOOD CONDITION.
 EW5009
 EW5009                          STATION RECOVERY (1973)
 EW5009
 EW5009'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW5009'SOLEDAD CANYON ROAD.  ABOUT 700 FEET EASTERLY FROM THE MAIN ENTRANCE
 EW5009'TO BERMITE POWDER COMPANY, A DIVISION OF WHITAKER CORP. ON THE
 EW5009'SOUTHERLY SIDE OF THE ROAD, 93.0 FEET SOUTHERLY FROM THE APPROXIMATE
 EW5009'CENTERLINE OF SOLEDAD CANYON ROAD, 190.0 FEET SOUTHWESTERLY FROM P.P.
 EW5009'1482840E, 68.5 FEET SOUTHEASTERLY FROM A FENCE CORNER, 36.0 FEET
 EW5009'SOUTHWESTERLY FROM A TELEGRAPH POLE (NO NUMBER) 10.5 FEET NORTHERLY
 EW5009'FROM THE NORTHERLY RAIL OF THE S.P.R.R. MAIN LINE, 59.2 FEET NORTHERLY
 EW5009'FROM A TELEGRAPH POLE (NO NUMBER) 2.0 FEET LOWER THAN THE TRACKS SET
 EW5009'FLUSH IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF A CONCRETE
 EW5009'CULVERT HEADWALL.  NOTE-- HEADWALL DATED 1912 AND NO. 448.29.
 EW5009
 EW5009                          STATION RECOVERY (1977)
 EW5009
 EW5009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5009'2.65 MILES WEST ALONG SOLEDAD CANYON ROAD FROM THE BRIDGE OVER SANTA
 EW5009'CLARA RIVER, 2.3 MILES EAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 EW5009'STATION AT SAUGUS, 0.2 MILE EAST OF THE ENTRANCE TO BERMITE POWDER
 EW5009'COMPANY, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 EW5009'WALL NO. 448.29-1912, 81.0 FT. SOUTH OF THE SOUTH CURB ROAD, 12
 EW5009'FT. NORTHWEST OF NORTHWEST RAIL.
 EW5009
 EW5009                          STATION RECOVERY (1981)
 EW5009
 EW5009'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW5009'RECOVERED IN GOOD CONDITION.
 EW5009
 EW5009                          STATION RECOVERY (1983)
 EW5009
 EW5009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5009'RECOVERED IN GOOD CONDITION.
 EW5009
 EW5009                          STATION RECOVERY (1984)
 EW5009
 EW5009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW5009'RECOVERED IN GOOD CONDITION.
 EW5009
 EW5009                          STATION RECOVERY (1985)
 EW5009
 EW5009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW5009'RECOVERED IN GOOD CONDITION.
 EW5009
 EW5009                          STATION RECOVERY (1986)
 EW5009
 EW5009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW5009'RECOVERED IN GOOD CONDITION.
 EW5009
 EW5009                          STATION RECOVERY (1994)
 EW5009
 EW5009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW5009'2.9 KM (1.80 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5009'JUNCTION OF CINEMA AVENUE IN SAUGUS, A BOLT NEAR THE WEST END OF THE
 EW5009'NORTH CONCRETE HEADWALL OF CULVERT NUMBER 448.29 UNDER THE TRACKS,
 EW5009'210.0 M (689.0 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE BERMITE
 EW5009'POWER COMPANY, 24.0 M (78.7 FT) SOUTH OF THE SOUTH CURB OF SOLEDAD
 EW5009'CANYON ROAD, 3.3 M (10.8 FT) NORTH OF THE NEAR RAIL, AND 1.0 M (3.3
 EW5009'FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5004 ***********************************************************************
 EW5004  DESIGNATION -  201 121 A LA CO
 EW5004  PID         -  EW5004
 EW5004  STATE/COUNTY-  CA/LOS ANGELES
 EW5004  USGS QUAD   -  NEWHALL (1995)
 EW5004
 EW5004                         *CURRENT SURVEY CONTROL
 EW5004  ___________________________________________________________________
 EW5004* NAD 83(1986)-  34 25 18.     (N)    118 32 09.     (W)     SCALED    
 EW5004* NAVD 88     -       358.01   (+/-2cm)    1174.6    (feet)  VERTCON   
 EW5004  ___________________________________________________________________
 EW5004  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EW5004  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5004
 EW5004.The horizontal coordinates were scaled from a topographic map and have
 EW5004.an estimated accuracy of +/- 6 seconds.
 EW5004
 EW5004.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5004.The vertical order pertains to the NGVD 29 superseded value.
 EW5004
 EW5004.The geoid height was determined by GEOID03.
 EW5004
 EW5004;                    North         East    Units  Estimated Accuracy
 EW5004;SPC CA 5     -   602,370.    1,950,750.      MT  (+/- 180 meters Scaled)
 EW5004
 EW5004                          SUPERSEDED SURVEY CONTROL
 EW5004
 EW5004  NGVD 29 (??/??/92)  357.203  (m)         1171.92   (f) ADJ UNCH    1 1
 EW5004
 EW5004.Superseded values are not recommended for survey control.
 EW5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5004.See file dsdata.txt to determine how the superseded data were derived.
 EW5004
 EW5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU588099(NAD 83)
 EW5004_MARKER: P = PIPE CAP
 EW5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5004_STAMPING: BM 201-121 A 1968 5869
 EW5004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5004+STABILITY: SURFACE MOTION
 EW5004
 EW5004  HISTORY     - Date     Condition        Report By
 EW5004  HISTORY     - 1968     MONUMENTED       CA-037
 EW5004  HISTORY     - 1968     GOOD             CA-037
 EW5004  HISTORY     - 1971     GOOD             CA-037
 EW5004
 EW5004                          STATION DESCRIPTION
 EW5004
 EW5004'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW5004'4.4 MI W FROM SOLAMINT.
 EW5004'SOLAMINT, 4.4 MI W, ABOUT 0.3 MI E OF BOUQUET CANYON RD, 47.3
 EW5004'FT S OF THE APPROXIMATE CENTER LINE OF SOLEDAD CANYON RD, IN
 EW5004'A LARGE FLAT AREA WITH A MELVEN GENSER CO BILLBOARD NO M 963,
 EW5004'14 FT W OF THE SE CORNER OF THE BILLBOARD, 9.5 FT SW OF THE
 EW5004'NW CORNER OF THE BILLBOARD, 14 FT N OF THE CENTER OF A DIRT
 EW5004'ROAD.  SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING
 EW5004'ABOUT 4 INCHES ABOVE THE GROUND.  A 2 INCH DIAMETER PIPE MARKER
 EW5004'IS 2 FEET TO THE NORTH.
 EW5004
 EW5004                          STATION RECOVERY (1971)
 EW5004
 EW5004'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW5004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2634 ***********************************************************************
 EW2634  DESIGNATION -  201 65 B
 EW2634  PID         -  EW2634
 EW2634  STATE/COUNTY-  CA/LOS ANGELES
 EW2634  USGS QUAD   -  ACTON (1995)
 EW2634
 EW2634                         *CURRENT SURVEY CONTROL
 EW2634  ___________________________________________________________________
 EW2634* NAD 83(1986)-  34 29 29.     (N)    118 07 46.     (W)     SCALED    
 EW2634* NAVD 88     -       974.634  (meters)    3197.61   (feet)  ADJUSTED  
 EW2634  ___________________________________________________________________
 EW2634  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EW2634  DYNAMIC HT  -         973.485 (meters)    3193.84  (feet)  COMP
 EW2634  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 EW2634
 EW2634  VERT ORDER  -  FIRST     CLASS I
 EW2634
 EW2634.The horizontal coordinates were scaled from a topographic map and have
 EW2634.an estimated accuracy of +/- 6 seconds.
 EW2634
 EW2634.The orthometric height was determined by differential leveling
 EW2634.and adjusted in June 1991.
 EW2634
 EW2634.The geoid height was determined by GEOID03.
 EW2634
 EW2634.The dynamic height is computed by dividing the NAVD 88
 EW2634.geopotential number by the normal gravity value computed on the
 EW2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2634.degrees latitude (g = 980.6199 gals.).
 EW2634
 EW2634.The modeled gravity was interpolated from observed gravity values.
 EW2634
 EW2634;                    North         East    Units  Estimated Accuracy
 EW2634;SPC CA 5     -   609,980.    1,988,110.      MT  (+/- 180 meters Scaled)
 EW2634
 EW2634                          SUPERSEDED SURVEY CONTROL
 EW2634
 EW2634  NGVD 29 (??/??/92)  973.752  (m)         3194.72   (f) ADJ UNCH    1 1
 EW2634
 EW2634.Superseded values are not recommended for survey control.
 EW2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2634.See file dsdata.txt to determine how the superseded data were derived.
 EW2634
 EW2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU963172(NAD 83)
 EW2634_MARKER: DD = SURVEY DISK
 EW2634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2634_SP_SET: MANHOLE BOX
 EW2634_STAMPING: BM 201-65B 1968 5869
 EW2634_MARK LOGO: CA-037
 EW2634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2634+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 EW2634
 EW2634  HISTORY     - Date     Condition        Report By
 EW2634  HISTORY     - 1968     MONUMENTED       CA-037
 EW2634  HISTORY     - 1977     GOOD             NGS
 EW2634  HISTORY     - 1983     GOOD             USGS
 EW2634  HISTORY     - 1984     GOOD             NGS
 EW2634  HISTORY     - 1985     GOOD             NGS
 EW2634  HISTORY     - 1986     GOOD             NGS
 EW2634  HISTORY     - 20030825 GOOD             JOHFRA
 EW2634
 EW2634                          STATION DESCRIPTION
 EW2634
 EW2634'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2634'6.2 MI SSW FROM PALMDALE.
 EW2634'PALMDALE, 6.2 MILES SOUTH SOUTHWESTERLY FROM SPRR STATION. SIERRA
 EW2634'HIGHWAY, ABOUT 0.5 MILE EASTERLY OF SOLEDAD CANYON ROAD, 105.0
 EW2634'FEET NORTHWESTERLY OF L.A. COUNTY FIRE DEPARTMENT TELEPHONE
 EW2634'POLE NO. 116-32, 40.0 FEET NORTHWESTERLY OF THE APPROXIMATE
 EW2634'CENTERLINE OF SIERRA HIGHWAY, IN A 6X6 FOOT CONCRETE MANHOLE
 EW2634'BOX AT HIGHWAY STATION 23.64, SET IN TOP OF THE CONCRETE BOX
 EW2634'IN THE SOUTHERLY CORNER, ABOUT 6 FEET ABOVE THE HIGHWAY.
 EW2634
 EW2634                          STATION RECOVERY (1977)
 EW2634
 EW2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2634'ADD- 6.9 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2634'PALMDALE BOULEVARD.
 EW2634
 EW2634                          STATION RECOVERY (1983)
 EW2634
 EW2634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2634'RECOVERED IN GOOD CONDITION.
 EW2634
 EW2634                          STATION RECOVERY (1984)
 EW2634
 EW2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2634'RECOVERED IN GOOD CONDITION.
 EW2634
 EW2634                          STATION RECOVERY (1985)
 EW2634
 EW2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2634'RECOVERED IN GOOD CONDITION.
 EW2634
 EW2634                          STATION RECOVERY (1986)
 EW2634
 EW2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2634'RECOVERED IN GOOD CONDITION.
 EW2634
 EW2634                          STATION RECOVERY (2003)
 EW2634
 EW2634'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 EW2634'RECOVERED AS DESCRIBED IN 1968 RECOVERY NOTE EXCEPT THAT THE L.A.
 EW2634'COUNTY FIRE DEPARTMENT TELEPHONE POLE NO 116-32 NO LONGER EXISTS.
 EW2634'HANDHELD GPS POSITION = N34-29-28.7 W118-07-45.5
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2632 ***********************************************************************
 EW2632  DESIGNATION -  201 66 A LA CO
 EW2632  PID         -  EW2632
 EW2632  STATE/COUNTY-  CA/LOS ANGELES
 EW2632  USGS QUAD   -  ACTON (1995)
 EW2632
 EW2632                         *CURRENT SURVEY CONTROL
 EW2632  ___________________________________________________________________
 EW2632* NAD 83(1986)-  34 29 19.     (N)    118 08 11.     (W)     SCALED    
 EW2632* NAVD 88     -       948.078  (meters)    3110.49   (feet)  READJUSTED
 EW2632  ___________________________________________________________________
 EW2632  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EW2632  DYNAMIC HT  -         946.960 (meters)    3106.82  (feet)  COMP
 EW2632  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 EW2632
 EW2632  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2632
 EW2632.The horizontal coordinates were scaled from a topographic map and have
 EW2632.an estimated accuracy of +/- 6 seconds.
 EW2632
 EW2632.The orthometric height was determined by differential leveling
 EW2632.and adjusted in February 1993.
 EW2632.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2632.distribution rate of 0.0 thru 1.0 mm/km.
 EW2632.The height was derived from older observations constrained to new
 EW2632.heights in a crustal motion area.  The height is approximate in
 EW2632.relation to other heights in its vicinity.
 EW2632
 EW2632.The geoid height was determined by GEOID03.
 EW2632
 EW2632.The dynamic height is computed by dividing the NAVD 88
 EW2632.geopotential number by the normal gravity value computed on the
 EW2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2632.degrees latitude (g = 980.6199 gals.).
 EW2632
 EW2632.The modeled gravity was interpolated from observed gravity values.
 EW2632
 EW2632;                    North         East    Units  Estimated Accuracy
 EW2632;SPC CA 5     -   609,670.    1,987,470.      MT  (+/- 180 meters Scaled)
 EW2632
 EW2632                          SUPERSEDED SURVEY CONTROL
 EW2632
 EW2632  NGVD 29 (??/??/92)  947.798  (m)         3109.57   (f) ADJ UNCH    1 1
 EW2632
 EW2632.Superseded values are not recommended for survey control.
 EW2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2632.See file dsdata.txt to determine how the superseded data were derived.
 EW2632
 EW2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU956169(NAD 83)
 EW2632_MARKER: P = PIPE CAP
 EW2632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2632_SP_SET: CULVERT
 EW2632_STAMPING: BM 201-66A 1968 5869
 EW2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2632
 EW2632  HISTORY     - Date     Condition        Report By
 EW2632  HISTORY     - 1968     MONUMENTED       CA-037
 EW2632  HISTORY     - 1977     GOOD             NGS
 EW2632
 EW2632                          STATION DESCRIPTION
 EW2632
 EW2632'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2632'6.3 MI SSW FROM PALMDALE.
 EW2632'PALMDALE, 6.3 MILES SOUTH SOUTHWESTERLY FROM SPRR STATION.
 EW2632'SIERRA HIGHWAY AND SOLEDAD CANYON ROAD IN THE NORTHEAST CORNER
 EW2632'OF INTERSECTION, ABOUT 0.4 MILES EAST OF THE L.A. COUNTY FIRE
 EW2632'DEPARTMENT STATION IN VINCENT, 65.5 FEET NORTHEAST OF THE
 EW2632'SOUTHERLY TIP OF THE TRAFFIC ISLAND BETWEEN THE ON-OFF RAMPS TO
 EW2632'THE FREEWAY, 49.0 FEET WEST OF THE APPROXIMATE CENTER LINE OF
 EW2632'SIERRA HIGHWAY, 19.5 FEET SOUTH OF POWER POLE NO. 1450407E, IN
 EW2632'CONCRETE HEADWALL OF CULVERT AT HIGHWAY STATION 24.11.  SET
 EW2632'IN THE TOP OF CONCRETE HEADWALL OF CULVERT 1.0 FOOT WESTERLY
 EW2632'OF EAST END.
 EW2632
 EW2632                          STATION RECOVERY (1977)
 EW2632
 EW2632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2632'ADD- 7.35 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2632'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2635 ***********************************************************************
 EW2635  DESIGNATION -  201 67
 EW2635  PID         -  EW2635
 EW2635  STATE/COUNTY-  CA/LOS ANGELES
 EW2635  USGS QUAD   -  ACTON (1995)
 EW2635
 EW2635                         *CURRENT SURVEY CONTROL
 EW2635  ___________________________________________________________________
 EW2635* NAD 83(1986)-  34 29 16.     (N)    118 08 31.     (W)     SCALED    
 EW2635* NAVD 88     -       954.161  (meters)    3130.44   (feet)  ADJUSTED  
 EW2635  ___________________________________________________________________
 EW2635  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EW2635  DYNAMIC HT  -         953.041 (meters)    3126.77  (feet)  COMP
 EW2635  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 EW2635  OBS GRAVITY -     979,427.7   (mgal)                       GRAV_OBS
 EW2635
 EW2635  VERT ORDER  -  FIRST     CLASS I
 EW2635
 EW2635.The horizontal coordinates were scaled from a topographic map and have
 EW2635.an estimated accuracy of +/- 6 seconds.
 EW2635
 EW2635.The orthometric height was determined by differential leveling
 EW2635.and adjusted in June 1991.
 EW2635
 EW2635.The geoid height was determined by GEOID03.
 EW2635
 EW2635.The dynamic height is computed by dividing the NAVD 88
 EW2635.geopotential number by the normal gravity value computed on the
 EW2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2635.degrees latitude (g = 980.6199 gals.).
 EW2635
 EW2635.The modeled gravity was interpolated from observed gravity values.
 EW2635.The observed gravity was obtained from relative gravimeter ties
 EW2635.to the IGSN71 gravity network.
 EW2635
 EW2635;                    North         East    Units  Estimated Accuracy
 EW2635;SPC CA 5     -   609,580.    1,986,960.      MT  (+/- 180 meters Scaled)
 EW2635
 EW2635                          SUPERSEDED SURVEY CONTROL
 EW2635
 EW2635  NGVD 29 (??/??/92)  953.283  (m)         3127.56   (f) ADJ UNCH    1 1
 EW2635
 EW2635.Superseded values are not recommended for survey control.
 EW2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2635.See file dsdata.txt to determine how the superseded data were derived.
 EW2635
 EW2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU951168(NAD 83)
 EW2635_MARKER: DD = SURVEY DISK
 EW2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2635_SP_SET: CONCRETE POST
 EW2635_STAMPING: BM 201-67 1961 5869
 EW2635_MARK LOGO: CA-037
 EW2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2635+STABILITY: SURFACE MOTION
 EW2635
 EW2635  HISTORY     - Date     Condition        Report By
 EW2635  HISTORY     - 1961     MONUMENTED       CA-037
 EW2635  HISTORY     - 1968     GOOD             CA-037
 EW2635  HISTORY     - 1977     SEE DESCRIPTION  NGS
 EW2635  HISTORY     - 1983     GOOD             USGS
 EW2635  HISTORY     - 1984     GOOD             NGS
 EW2635  HISTORY     - 1985     GOOD             NGS
 EW2635  HISTORY     - 1986     GOOD             NGS
 EW2635  HISTORY     - 20030825 MARK NOT FOUND   JOHFRA
 EW2635
 EW2635                          STATION DESCRIPTION
 EW2635
 EW2635'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2635'6.5 MI SSW FROM PALMDALE.
 EW2635'PALMDALE, 6.5 MILES SOUTH-SOUTHWESTERLY FROM SPRR STATION.
 EW2635'SIERRA HIGHWAY, ABOUT 130 FEET NORTHWESTERLY OF L.A. COUNTY
 EW2635'FIRE DEPARTMENT STATION VINCENT, 55 FEET NORTHERLY OF THE
 EW2635'CENTER LINE OF THE HIGHWAY, 12 FEET WESTERLY OF POWER POLE
 EW2635'NO. 693454E.  SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 EW2635'6 INCHES ABOVE THE GROUND.
 EW2635
 EW2635                          STATION RECOVERY (1977)
 EW2635
 EW2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2635'ADD- 7.7 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2635'PALMDALE BOULEVARD.
 EW2635
 EW2635                          STATION RECOVERY (1983)
 EW2635
 EW2635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2635'RECOVERED IN GOOD CONDITION.
 EW2635
 EW2635                          STATION RECOVERY (1984)
 EW2635
 EW2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2635'RECOVERED IN GOOD CONDITION.
 EW2635
 EW2635                          STATION RECOVERY (1985)
 EW2635
 EW2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2635'RECOVERED IN GOOD CONDITION.
 EW2635
 EW2635                          STATION RECOVERY (1986)
 EW2635
 EW2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2635'RECOVERED IN GOOD CONDITION.
 EW2635
 EW2635                          STATION RECOVERY (2003)
 EW2635
 EW2635'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 EW2635'APPEARS TO HAVE BEEN DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2636 ***********************************************************************
 EW2636  DESIGNATION -  201 67 A LA CO
 EW2636  PID         -  EW2636
 EW2636  STATE/COUNTY-  CA/LOS ANGELES
 EW2636  USGS QUAD   -  ACTON (1995)
 EW2636
 EW2636                         *CURRENT SURVEY CONTROL
 EW2636  ___________________________________________________________________
 EW2636* NAD 83(1986)-  34 29 12.     (N)    118 08 55.     (W)     SCALED    
 EW2636* NAVD 88     -       944.551  (meters)    3098.91   (feet)  READJUSTED
 EW2636  ___________________________________________________________________
 EW2636  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EW2636  DYNAMIC HT  -         943.440 (meters)    3095.27  (feet)  COMP
 EW2636  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 EW2636
 EW2636  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2636
 EW2636.The horizontal coordinates were scaled from a topographic map and have
 EW2636.an estimated accuracy of +/- 6 seconds.
 EW2636
 EW2636.The orthometric height was determined by differential leveling
 EW2636.and adjusted in February 1993.
 EW2636.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2636.distribution rate of 2.1 thru 3.0 mm/km.
 EW2636.The height was derived from older observations constrained to new
 EW2636.heights in a crustal motion area.  The height is approximate in
 EW2636.relation to other heights in its vicinity.
 EW2636
 EW2636.The geoid height was determined by GEOID03.
 EW2636
 EW2636.The dynamic height is computed by dividing the NAVD 88
 EW2636.geopotential number by the normal gravity value computed on the
 EW2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2636.degrees latitude (g = 980.6199 gals.).
 EW2636
 EW2636.The modeled gravity was interpolated from observed gravity values.
 EW2636
 EW2636;                    North         East    Units  Estimated Accuracy
 EW2636;SPC CA 5     -   609,460.    1,986,350.      MT  (+/- 180 meters Scaled)
 EW2636
 EW2636                          SUPERSEDED SURVEY CONTROL
 EW2636
 EW2636  NGVD 29 (??/??/92)  943.674  (m)         3096.04   (f) ADJ UNCH    1 1
 EW2636
 EW2636.Superseded values are not recommended for survey control.
 EW2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2636.See file dsdata.txt to determine how the superseded data were derived.
 EW2636
 EW2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU945167(NAD 83)
 EW2636_MARKER: P = PIPE CAP
 EW2636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2636_SP_SET: CULVERT
 EW2636_STAMPING: BM 201-67A 1968 5869
 EW2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2636
 EW2636  HISTORY     - Date     Condition        Report By
 EW2636  HISTORY     - 1968     MONUMENTED       CA-037
 EW2636  HISTORY     - 1977     GOOD             NGS
 EW2636
 EW2636                          STATION DESCRIPTION
 EW2636
 EW2636'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2636'6.6 MI SSW FROM PALMDALE.
 EW2636'PALMDALE, 6.6 MILES SOUTH SOUTHWESTERLY FROM SPRR STATION.
 EW2636'SIERRA HIGHWAY, ABOUT 0.4 MILES WEST OF L.A. COUNTY FIRE
 EW2636'DEPARTMENT STATION IN VINCENT, 127.5 FEET NORTHWESTERLY OF
 EW2636'TELEPHONE POLE NO. 107-661, 56.0 FEET NORTHWESTERLY OF TELEPHONE
 EW2636'POLE NO. 107-662, 25.0 FEET NORTH OF THE APPROXIMATE CENTERLINE
 EW2636'OF SIERRA HIGHWAY, IN THE NORTH CONCRETE HEADWALL OF CULVERT
 EW2636'AT HIGHWAY STATION 24.84.  SET IN THE TOP OF CONCRETE HEADWALL
 EW2636'1.2 FEET WEST OF THE EAST END.
 EW2636
 EW2636                          STATION RECOVERY (1977)
 EW2636
 EW2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2636'ADD- 8.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2636'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2637 ***********************************************************************
 EW2637  DESIGNATION -  201 68
 EW2637  PID         -  EW2637
 EW2637  STATE/COUNTY-  CA/LOS ANGELES
 EW2637  USGS QUAD   -  ACTON (1995)
 EW2637
 EW2637                         *CURRENT SURVEY CONTROL
 EW2637  ___________________________________________________________________
 EW2637* NAD 83(1986)-  34 29 12.     (N)    118 09 16.     (W)     SCALED    
 EW2637* NAVD 88     -       940.253  (meters)    3084.81   (feet)  ADJUSTED  
 EW2637  ___________________________________________________________________
 EW2637  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW2637  DYNAMIC HT  -         939.153 (meters)    3081.20  (feet)  COMP
 EW2637  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 EW2637
 EW2637  VERT ORDER  -  FIRST     CLASS I
 EW2637
 EW2637.The horizontal coordinates were scaled from a topographic map and have
 EW2637.an estimated accuracy of +/- 6 seconds.
 EW2637
 EW2637.The orthometric height was determined by differential leveling
 EW2637.and adjusted in June 1991.
 EW2637
 EW2637.The geoid height was determined by GEOID03.
 EW2637
 EW2637.The dynamic height is computed by dividing the NAVD 88
 EW2637.geopotential number by the normal gravity value computed on the
 EW2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2637.degrees latitude (g = 980.6199 gals.).
 EW2637
 EW2637.The modeled gravity was interpolated from observed gravity values.
 EW2637
 EW2637;                    North         East    Units  Estimated Accuracy
 EW2637;SPC CA 5     -   609,460.    1,985,820.      MT  (+/- 180 meters Scaled)
 EW2637
 EW2637                          SUPERSEDED SURVEY CONTROL
 EW2637
 EW2637  NGVD 29 (??/??/92)  939.376  (m)         3081.94   (f) ADJ UNCH    1 1
 EW2637
 EW2637.Superseded values are not recommended for survey control.
 EW2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2637.See file dsdata.txt to determine how the superseded data were derived.
 EW2637
 EW2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU939167(NAD 83)
 EW2637_MARKER: DD = SURVEY DISK
 EW2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2637_SP_SET: CONCRETE POST
 EW2637_STAMPING: BM 201-68 1961 5869
 EW2637_MARK LOGO: CA-037
 EW2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2637+STABILITY: SURFACE MOTION
 EW2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2637+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 EW2637
 EW2637  HISTORY     - Date     Condition        Report By
 EW2637  HISTORY     - 1961     MONUMENTED       CA-037
 EW2637  HISTORY     - 1968     GOOD             CA-037
 EW2637  HISTORY     - 1977     GOOD             NGS
 EW2637  HISTORY     - 1983     GOOD             USGS
 EW2637  HISTORY     - 1984     GOOD             NGS
 EW2637  HISTORY     - 1985     GOOD             NGS
 EW2637  HISTORY     - 1986     GOOD             NGS
 EW2637  HISTORY     - 20030825 GOOD             JOHFRA
 EW2637
 EW2637                          STATION DESCRIPTION
 EW2637
 EW2637'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2637'6.8 MI SSW FROM PALMDALE.
 EW2637'PALMDALE, 6.8 MILES SOUTH-SOUTHWESTERLY FROM SPRR STATION.
 EW2637'SIERRA HIGHWAY, 0.7 MILES WEST OF L.A COUNTY FIRE DEPARTMENT
 EW2637'STATION VINCENT, 214.5 FEET EASTERLY OF TRANSFORMER POLE NO.
 EW2637'693465E, 160 FEET NORTHWESTERLY OF THE NORTHWEST CORNER OF
 EW2637'CULVERT NO. 25.16, 142.5 FEET SOUTHWESTERLY OF POWER POLE NO.
 EW2637'693464E, 75.5 FEET NORTHERLY OF THE CENTER LINE OF THE HIGHWAY.
 EW2637'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 EW2637'THE GROUND.
 EW2637
 EW2637                          STATION RECOVERY (1977)
 EW2637
 EW2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2637'ADD- 8.4 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2637'PALMDALE BOULEVARD.
 EW2637
 EW2637                          STATION RECOVERY (1983)
 EW2637
 EW2637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2637'RECOVERED IN GOOD CONDITION.
 EW2637
 EW2637                          STATION RECOVERY (1984)
 EW2637
 EW2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2637'RECOVERED IN GOOD CONDITION.
 EW2637
 EW2637                          STATION RECOVERY (1985)
 EW2637
 EW2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2637'RECOVERED IN GOOD CONDITION.
 EW2637
 EW2637                          STATION RECOVERY (1986)
 EW2637
 EW2637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2637'RECOVERED IN GOOD CONDITION.
 EW2637
 EW2637                          STATION RECOVERY (2003)
 EW2637
 EW2637'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 EW2637'HANDHELD GPS POSITION = N34-29-12.7 W118-09-16.2
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2638 ***********************************************************************
 EW2638  DESIGNATION -  201 69
 EW2638  PID         -  EW2638
 EW2638  STATE/COUNTY-  CA/LOS ANGELES
 EW2638  USGS QUAD   -  ACTON (1995)
 EW2638
 EW2638                         *CURRENT SURVEY CONTROL
 EW2638  ___________________________________________________________________
 EW2638* NAD 83(1986)-  34 29 24.     (N)    118 09 42.     (W)     SCALED    
 EW2638* NAVD 88     -       917.114  (meters)    3008.90   (feet)  ADJUSTED  
 EW2638  ___________________________________________________________________
 EW2638  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EW2638  DYNAMIC HT  -         916.042 (meters)    3005.38  (feet)  COMP
 EW2638  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 EW2638
 EW2638  VERT ORDER  -  FIRST     CLASS I
 EW2638
 EW2638.The horizontal coordinates were scaled from a topographic map and have
 EW2638.an estimated accuracy of +/- 6 seconds.
 EW2638
 EW2638.The orthometric height was determined by differential leveling
 EW2638.and adjusted in June 1991.
 EW2638.WARNING-Repeat measurements at this control monument indicate possible
 EW2638.vertical movement.
 EW2638
 EW2638.The geoid height was determined by GEOID03.
 EW2638
 EW2638.The dynamic height is computed by dividing the NAVD 88
 EW2638.geopotential number by the normal gravity value computed on the
 EW2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2638.degrees latitude (g = 980.6199 gals.).
 EW2638
 EW2638.The modeled gravity was interpolated from observed gravity values.
 EW2638
 EW2638;                    North         East    Units  Estimated Accuracy
 EW2638;SPC CA 5     -   609,830.    1,985,150.      MT  (+/- 180 meters Scaled)
 EW2638
 EW2638                          SUPERSEDED SURVEY CONTROL
 EW2638
 EW2638  NGVD 29 (??/??/92)  916.277  (m)         3006.15   (f) ADJ UNCH    1 1
 EW2638
 EW2638.Superseded values are not recommended for survey control.
 EW2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2638.See file dsdata.txt to determine how the superseded data were derived.
 EW2638
 EW2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU933171(NAD 83)
 EW2638_MARKER: DD = SURVEY DISK
 EW2638_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2638_SP_SET: HEADWALL
 EW2638_STAMPING: BM 201-69 1961 5869
 EW2638_MARK LOGO: CA-037
 EW2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2638+STABILITY: SURFACE MOTION
 EW2638
 EW2638  HISTORY     - Date     Condition        Report By
 EW2638  HISTORY     - 1961     MONUMENTED       CA-037
 EW2638  HISTORY     - 1968     GOOD             CA-037
 EW2638  HISTORY     - 1977     GOOD             NGS
 EW2638  HISTORY     - 1983     GOOD             USGS
 EW2638  HISTORY     - 1984     GOOD             NGS
 EW2638  HISTORY     - 1985     GOOD             NGS
 EW2638  HISTORY     - 1986     GOOD             NGS
 EW2638
 EW2638                          STATION DESCRIPTION
 EW2638
 EW2638'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2638'6.8 MI SSW FROM PALMDALE.
 EW2638'PALMDALE, 6.8 MILES SOUTH-SOUTHWESTERLY FROM SPRR STATION.
 EW2638'SIERRA HIGHWAY, 1.2 MILES WEST OF L.A. COUNTY FIRE DEPARTMENT
 EW2638'STATION VINCENT, 95.0 FEET NORTHEAST OF TELEPHONE POLE NO.
 EW2638'107-627, 72.0 FEET NORTHWEST OF TELEPHONE POLE NO NUMBER, 22.5
 EW2638'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET EAST OF
 EW2638'THE WEST END OF CULVERT NO. 25.70.  SET IN THE TOP OF CONCRETE
 EW2638'HEADWALL OF CULVERT.
 EW2638
 EW2638                          STATION RECOVERY (1977)
 EW2638
 EW2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2638'ADD- 8.9 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2638'PALMDALE BOULEVARD.
 EW2638
 EW2638                          STATION RECOVERY (1983)
 EW2638
 EW2638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2638'RECOVERED IN GOOD CONDITION.
 EW2638
 EW2638                          STATION RECOVERY (1984)
 EW2638
 EW2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2638'RECOVERED IN GOOD CONDITION.
 EW2638
 EW2638                          STATION RECOVERY (1985)
 EW2638
 EW2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2638'RECOVERED IN GOOD CONDITION.
 EW2638
 EW2638                          STATION RECOVERY (1986)
 EW2638
 EW2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2639 ***********************************************************************
 EW2639  DESIGNATION -  201 70
 EW2639  PID         -  EW2639
 EW2639  STATE/COUNTY-  CA/LOS ANGELES
 EW2639  USGS QUAD   -  ACTON (1995)
 EW2639
 EW2639                         *CURRENT SURVEY CONTROL
 EW2639  ___________________________________________________________________
 EW2639* NAD 83(1986)-  34 29 39.     (N)    118 10 19.     (W)     SCALED    
 EW2639* NAVD 88     -       940.321  (meters)    3085.04   (feet)  ADJUSTED  
 EW2639  ___________________________________________________________________
 EW2639  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EW2639  DYNAMIC HT  -         939.228 (meters)    3081.45  (feet)  COMP
 EW2639  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 EW2639  OBS GRAVITY -     979,440.2   (mgal)                       GRAV_OBS
 EW2639
 EW2639  VERT ORDER  -  FIRST     CLASS I
 EW2639
 EW2639.The horizontal coordinates were scaled from a topographic map and have
 EW2639.an estimated accuracy of +/- 6 seconds.
 EW2639
 EW2639.The orthometric height was determined by differential leveling
 EW2639.and adjusted in June 1991.
 EW2639
 EW2639.The geoid height was determined by GEOID03.
 EW2639
 EW2639.The dynamic height is computed by dividing the NAVD 88
 EW2639.geopotential number by the normal gravity value computed on the
 EW2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2639.degrees latitude (g = 980.6199 gals.).
 EW2639
 EW2639.The modeled gravity was interpolated from observed gravity values.
 EW2639.The observed gravity was obtained from relative gravimeter ties
 EW2639.to the IGSN71 gravity network.
 EW2639
 EW2639;                    North         East    Units  Estimated Accuracy
 EW2639;SPC CA 5     -   610,290.    1,984,210.      MT  (+/- 180 meters Scaled)
 EW2639
 EW2639                          SUPERSEDED SURVEY CONTROL
 EW2639
 EW2639  NGVD 29 (??/??/92)  939.450  (m)         3082.18   (f) ADJ UNCH    1 1
 EW2639
 EW2639.Superseded values are not recommended for survey control.
 EW2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2639.See file dsdata.txt to determine how the superseded data were derived.
 EW2639
 EW2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU924175(NAD 83)
 EW2639_MARKER: DD = SURVEY DISK
 EW2639_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2639_SP_SET: HEADWALL
 EW2639_STAMPING: BM 201-70 1961 5869
 EW2639_MARK LOGO: CA-037
 EW2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2639+STABILITY: SURFACE MOTION
 EW2639
 EW2639  HISTORY     - Date     Condition        Report By
 EW2639  HISTORY     - 1961     MONUMENTED       CA-037
 EW2639  HISTORY     - 1968     GOOD             CA-037
 EW2639  HISTORY     - 1977     GOOD             NGS
 EW2639  HISTORY     - 1983     GOOD             USGS
 EW2639  HISTORY     - 1984     GOOD             NGS
 EW2639  HISTORY     - 1985     GOOD             NGS
 EW2639  HISTORY     - 1986     GOOD             NGS
 EW2639
 EW2639                          STATION DESCRIPTION
 EW2639
 EW2639'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2639'6.8 MI SSW FROM PALMDALE.
 EW2639'PALMDALE, 6.8 MILES SOUTH-SOUTHWESTERLY FROM SPRR STATION.
 EW2639'SIERRA HIGHWAY AND SANDER LANE, 1.8 MILES WEST OF L.A. COUNTY
 EW2639'FIRE DEPARTMENT STATION VINCENT, 58.8 FEET NORTHERLY OF THE
 EW2639'CENTER LINE OF SIERRA HIGHWAY, 5.5 FEET SOUTHEASTERLY OF THE
 EW2639'NORTHWEST END OF THE HEADWALL FOR CULVERT NO. 26.48.  SET IN
 EW2639'THE TOP OF THE CONCRETE HEADWALL OF CULVERT.
 EW2639
 EW2639                          STATION RECOVERY (1977)
 EW2639
 EW2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2639'ADD- 9.5 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2639'PALMDALE BOULEVARD.
 EW2639
 EW2639                          STATION RECOVERY (1983)
 EW2639
 EW2639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2639'RECOVERED IN GOOD CONDITION.
 EW2639
 EW2639                          STATION RECOVERY (1984)
 EW2639
 EW2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2639'RECOVERED IN GOOD CONDITION.
 EW2639
 EW2639                          STATION RECOVERY (1985)
 EW2639
 EW2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2639'RECOVERED IN GOOD CONDITION.
 EW2639
 EW2639                          STATION RECOVERY (1986)
 EW2639
 EW2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2640 ***********************************************************************
 EW2640  DESIGNATION -  201 71
 EW2640  PID         -  EW2640
 EW2640  STATE/COUNTY-  CA/LOS ANGELES
 EW2640  USGS QUAD   -  ACTON (1995)
 EW2640
 EW2640                         *CURRENT SURVEY CONTROL
 EW2640  ___________________________________________________________________
 EW2640* NAD 83(1986)-  34 29 39.     (N)    118 10 49.     (W)     SCALED    
 EW2640* NAVD 88     -       930.659  (meters)    3053.34   (feet)  ADJUSTED  
 EW2640  ___________________________________________________________________
 EW2640  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW2640  DYNAMIC HT  -         929.582 (meters)    3049.80  (feet)  COMP
 EW2640  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 EW2640
 EW2640  VERT ORDER  -  FIRST     CLASS I
 EW2640
 EW2640.The horizontal coordinates were scaled from a topographic map and have
 EW2640.an estimated accuracy of +/- 6 seconds.
 EW2640
 EW2640.The orthometric height was determined by differential leveling
 EW2640.and adjusted in June 1991.
 EW2640
 EW2640.The geoid height was determined by GEOID03.
 EW2640
 EW2640.The dynamic height is computed by dividing the NAVD 88
 EW2640.geopotential number by the normal gravity value computed on the
 EW2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2640.degrees latitude (g = 980.6199 gals.).
 EW2640
 EW2640.The modeled gravity was interpolated from observed gravity values.
 EW2640
 EW2640;                    North         East    Units  Estimated Accuracy
 EW2640;SPC CA 5     -   610,290.    1,983,440.      MT  (+/- 180 meters Scaled)
 EW2640
 EW2640                          SUPERSEDED SURVEY CONTROL
 EW2640
 EW2640  NGVD 29 (??/??/92)  929.794  (m)         3050.50   (f) ADJ UNCH    1 1
 EW2640
 EW2640.Superseded values are not recommended for survey control.
 EW2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2640.See file dsdata.txt to determine how the superseded data were derived.
 EW2640
 EW2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU916175(NAD 83)
 EW2640_MARKER: DD = SURVEY DISK
 EW2640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2640_SP_SET: HEADWALL
 EW2640_STAMPING: BM 201-71 1961 5869
 EW2640_MARK LOGO: CA-037
 EW2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2640+STABILITY: SURFACE MOTION
 EW2640
 EW2640  HISTORY     - Date     Condition        Report By
 EW2640  HISTORY     - 1961     MONUMENTED       CA-037
 EW2640  HISTORY     - 1968     GOOD             CA-037
 EW2640  HISTORY     - 1977     GOOD             NGS
 EW2640  HISTORY     - 1983     GOOD             USGS
 EW2640  HISTORY     - 1984     GOOD             NGS
 EW2640  HISTORY     - 1985     GOOD             NGS
 EW2640  HISTORY     - 1986     GOOD             NGS
 EW2640
 EW2640                          STATION DESCRIPTION
 EW2640
 EW2640'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2640'6.9 MI SSW FROM PALMDALE.
 EW2640'PALMDALE, 6.9 MILES SOUTH-SOUTHWESTERLY FROM SPRR STATION.
 EW2640'SIERRA HIGHWAY, 0.95 MILES EAST OF CROWN VALLEY ROAD, 107 FEET
 EW2640'SOUTHWESTERLY OF THE SOUTHWEST CORNER OF A WINDMILL, 33 FEET
 EW2640'NORTHERLY OF THE CENTER LINE OF SIERRA HIGHWAY, 1.3 FEET EAST OF
 EW2640'THE WEST END OF CULVERT NO. 27.01.  SET IN THE TOP OF CONCRETE
 EW2640'HEADWALL OF CULVERT.
 EW2640
 EW2640                          STATION RECOVERY (1977)
 EW2640
 EW2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2640'ADD- 10.05 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2640'PALMDALE BOULEVARD.
 EW2640
 EW2640                          STATION RECOVERY (1983)
 EW2640
 EW2640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2640'RECOVERED IN GOOD CONDITION.
 EW2640
 EW2640                          STATION RECOVERY (1984)
 EW2640
 EW2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2640'RECOVERED IN GOOD CONDITION.
 EW2640
 EW2640                          STATION RECOVERY (1985)
 EW2640
 EW2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2640'RECOVERED IN GOOD CONDITION.
 EW2640
 EW2640                          STATION RECOVERY (1986)
 EW2640
 EW2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2641 ***********************************************************************
 EW2641  DESIGNATION -  201 72 LA CO
 EW2641  PID         -  EW2641
 EW2641  STATE/COUNTY-  CA/LOS ANGELES
 EW2641  USGS QUAD   -  ACTON (1995)
 EW2641
 EW2641                         *CURRENT SURVEY CONTROL
 EW2641  ___________________________________________________________________
 EW2641* NAD 83(1986)-  34 29 37.     (N)    118 11 32.     (W)     SCALED    
 EW2641* NAVD 88     -       910.654  (meters)    2987.70   (feet)  READJUSTED
 EW2641  ___________________________________________________________________
 EW2641  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW2641  DYNAMIC HT  -         909.610 (meters)    2984.28  (feet)  COMP
 EW2641  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 EW2641
 EW2641  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2641
 EW2641.The horizontal coordinates were scaled from a topographic map and have
 EW2641.an estimated accuracy of +/- 6 seconds.
 EW2641
 EW2641.The orthometric height was determined by differential leveling
 EW2641.and adjusted in February 1993.
 EW2641.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2641.distribution rate of 1.1 thru 2.0 mm/km.
 EW2641.The height was derived from older observations constrained to new
 EW2641.heights in a crustal motion area.  The height is approximate in
 EW2641.relation to other heights in its vicinity.
 EW2641
 EW2641.The geoid height was determined by GEOID03.
 EW2641
 EW2641.The dynamic height is computed by dividing the NAVD 88
 EW2641.geopotential number by the normal gravity value computed on the
 EW2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2641.degrees latitude (g = 980.6199 gals.).
 EW2641
 EW2641.The modeled gravity was interpolated from observed gravity values.
 EW2641
 EW2641;                    North         East    Units  Estimated Accuracy
 EW2641;SPC CA 5     -   610,230.    1,982,350.      MT  (+/- 180 meters Scaled)
 EW2641
 EW2641                          SUPERSEDED SURVEY CONTROL
 EW2641
 EW2641  NGVD 29 (??/??/92)  909.794  (m)         2984.88   (f) ADJ UNCH    1 1
 EW2641
 EW2641.Superseded values are not recommended for survey control.
 EW2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2641.See file dsdata.txt to determine how the superseded data were derived.
 EW2641
 EW2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU905175(NAD 83)
 EW2641_MARKER: P = PIPE CAP
 EW2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2641_STAMPING: BM 201-72 1961 5869
 EW2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2641+STABILITY: SURFACE MOTION
 EW2641
 EW2641  HISTORY     - Date     Condition        Report By
 EW2641  HISTORY     - 1961     MONUMENTED       CA-037
 EW2641  HISTORY     - 1968     GOOD             CA-037
 EW2641  HISTORY     - 1977     GOOD             NGS
 EW2641
 EW2641                          STATION DESCRIPTION
 EW2641
 EW2641'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2641'7.2 MI SW FROM PALMDALE.
 EW2641'PALMDALE, 7.2 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW2641'HIGHWAY, 0.5 MILES EAST OF CROWN VALLEY ROAD, 153 FEET
 EW2641'NORTHWESTERLY OF HIGHWAY MARKER 27.55, 54 FEET NORTH OF THE
 EW2641'CENTER LINE OF THE HIGHWAY, 39.5 FEET WESTERLY OF POWER POLE
 EW2641'NO. 699557E.  SET IN TOP OF A CONCRETE POST ABOUT 6 INCHES
 EW2641'ABOVE THE GROUND.
 EW2641
 EW2641                          STATION RECOVERY (1977)
 EW2641
 EW2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2641'ADD- 10.65 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2641'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2642 ***********************************************************************
 EW2642  DESIGNATION -  201 73 A LA CO
 EW2642  PID         -  EW2642
 EW2642  STATE/COUNTY-  CA/LOS ANGELES
 EW2642  USGS QUAD   -  ACTON (1995)
 EW2642
 EW2642                         *CURRENT SURVEY CONTROL
 EW2642  ___________________________________________________________________
 EW2642* NAD 83(1986)-  34 29 35.     (N)    118 11 51.     (W)     SCALED    
 EW2642* NAVD 88     -       904.510  (meters)    2967.55   (feet)  READJUSTED
 EW2642  ___________________________________________________________________
 EW2642  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW2642  DYNAMIC HT  -         903.470 (meters)    2964.13  (feet)  COMP
 EW2642  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 EW2642  OBS GRAVITY -     979,452.7   (mgal)                       GRAV_OBS
 EW2642
 EW2642  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 EW2642
 EW2642.The horizontal coordinates were scaled from a topographic map and have
 EW2642.an estimated accuracy of +/- 6 seconds.
 EW2642
 EW2642.The orthometric height was determined by differential leveling
 EW2642.and adjusted in February 1993.
 EW2642.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 EW2642.distribution rate of 3.1 thru 4.0 mm/km.
 EW2642.The height was derived from older observations constrained to new
 EW2642.heights in a crustal motion area.  The height is approximate in
 EW2642.relation to other heights in its vicinity.
 EW2642
 EW2642.The geoid height was determined by GEOID03.
 EW2642
 EW2642.The dynamic height is computed by dividing the NAVD 88
 EW2642.geopotential number by the normal gravity value computed on the
 EW2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2642.degrees latitude (g = 980.6199 gals.).
 EW2642
 EW2642.The modeled gravity was interpolated from observed gravity values.
 EW2642.The observed gravity was obtained from relative gravimeter ties
 EW2642.to the IGSN71 gravity network.
 EW2642
 EW2642;                    North         East    Units  Estimated Accuracy
 EW2642;SPC CA 5     -   610,170.    1,981,860.      MT  (+/- 180 meters Scaled)
 EW2642
 EW2642                          SUPERSEDED SURVEY CONTROL
 EW2642
 EW2642  NGVD 29 (??/??/92)  903.651  (m)         2964.73   (f) ADJ UNCH    1 1
 EW2642
 EW2642.Superseded values are not recommended for survey control.
 EW2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2642.See file dsdata.txt to determine how the superseded data were derived.
 EW2642
 EW2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU900174(NAD 83)
 EW2642_MARKER: DD = SURVEY DISK
 EW2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2642_STAMPING: RE 2177
 EW2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2642+STABILITY: SURFACE MOTION
 EW2642
 EW2642  HISTORY     - Date     Condition        Report By
 EW2642  HISTORY     - UNK      MONUMENTED       CA-037
 EW2642  HISTORY     - 1968     GOOD             CA-037
 EW2642  HISTORY     - 1977     GOOD             NGS
 EW2642
 EW2642                          STATION DESCRIPTION
 EW2642
 EW2642'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2642'7.6 MI SW FROM PALMDALE.
 EW2642'PALMDALE, 7.6 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW2642'HIGHWAY AND THE INTERSECTION OF CROWN VALLEY ROAD AND GOVERNOR
 EW2642'MINE ROAD IN THE NORTHEAST CORNER, 51 FEET NORTH OF THE CENTER
 EW2642'LINE OF SIERRA HIGHWAY, 19 FEET EAST OF THE EAST EDGE OF
 EW2642'GOVERNOR MINE ROAD, 8 FEET SOUTHEAST OF TELEPHONE POLE NO.
 EW2642'593220H, 5 FEET SOUTHEAST OF A FENCE CORNER.  SET IN THE TOP OF A
 EW2642'CONCRETE POST FLUSH WITH THE GROUND.
 EW2642
 EW2642                          STATION RECOVERY (1977)
 EW2642
 EW2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2642'NOTE- STAMPING IS RW 2177, ON DESCRIPTION SHOWN AS RE 2177.
 EW2642'ADD- 11.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2642'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9106 ***********************************************************************
 EW9106  DESIGNATION -  201 73 B
 EW9106  PID         -  EW9106
 EW9106  STATE/COUNTY-  CA/LOS ANGELES
 EW9106  USGS QUAD   -  ACTON (1995)
 EW9106
 EW9106                         *CURRENT SURVEY CONTROL
 EW9106  ___________________________________________________________________
 EW9106* NAD 83(1986)-  34 29 34.     (N)    118 11 53.     (W)     SCALED    
 EW9106* NAVD 88     -       903.655  (meters)    2964.74   (feet)  ADJUSTED  
 EW9106  ___________________________________________________________________
 EW9106  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW9106  DYNAMIC HT  -         902.617 (meters)    2961.34  (feet)  COMP
 EW9106  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 EW9106
 EW9106  VERT ORDER  -  FIRST     CLASS I
 EW9106
 EW9106.The horizontal coordinates were scaled from a topographic map and have
 EW9106.an estimated accuracy of +/- 6 seconds.
 EW9106
 EW9106.The orthometric height was determined by differential leveling
 EW9106.and adjusted in June 1991.
 EW9106.WARNING-Repeat measurements at this control monument indicate possible
 EW9106.vertical movement.
 EW9106
 EW9106.The geoid height was determined by GEOID03.
 EW9106
 EW9106.The dynamic height is computed by dividing the NAVD 88
 EW9106.geopotential number by the normal gravity value computed on the
 EW9106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9106.degrees latitude (g = 980.6199 gals.).
 EW9106
 EW9106.The modeled gravity was interpolated from observed gravity values.
 EW9106
 EW9106;                    North         East    Units  Estimated Accuracy
 EW9106;SPC CA 5     -   610,140.    1,981,810.      MT  (+/- 180 meters Scaled)
 EW9106
 EW9106                          SUPERSEDED SURVEY CONTROL
 EW9106
 EW9106  NGVD 29 (??/??/92)  902.806  (m)         2961.96   (f) ADJ UNCH    1 1
 EW9106
 EW9106.Superseded values are not recommended for survey control.
 EW9106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9106.See file dsdata.txt to determine how the superseded data were derived.
 EW9106
 EW9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU900174(NAD 83)
 EW9106_MARKER: DD = SURVEY DISK
 EW9106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9106_SP_SET: CONCRETE POST
 EW9106_STAMPING: BM 201-73B 1972 7078
 EW9106_MARK LOGO: CA-037
 EW9106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9106+STABILITY: SURFACE MOTION
 EW9106
 EW9106  HISTORY     - Date     Condition        Report By
 EW9106  HISTORY     - UNK      MONUMENTED       CA-037
 EW9106  HISTORY     - 1973     GOOD             CA-037
 EW9106  HISTORY     - 1977     GOOD             NGS
 EW9106  HISTORY     - 1983     GOOD             USGS
 EW9106  HISTORY     - 1984     GOOD             NGS
 EW9106  HISTORY     - 1985     GOOD             NGS
 EW9106  HISTORY     - 1986     GOOD             NGS
 EW9106
 EW9106                          STATION DESCRIPTION
 EW9106
 EW9106'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9106'1.4 MI N FROM ACTON.
 EW9106'SIERRA HIGHWAY AND CROWN VALLEY ROAD AT SOUTHWEST CORNER.  43.5 FEET
 EW9106'SOUTH AND 43.5 FEET WEST OF THE CENTERLINE INTERSECTION.  10.0 FEET
 EW9106'EAST OF TELEPHONE POLE NUMBER 618596H, 4.3 FEET WEST OF A GUY CABLE
 EW9106'ANCHOR, 34.5 FEET NORTHWESTERLY OF POWER POLE NUMBER 1587242E.  SET IN
 EW9106'TOP OF A 12-INCH SQUARE CONCRETE POST, UP 4 INCHES.
 EW9106
 EW9106                          STATION RECOVERY (1977)
 EW9106
 EW9106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW9106'11.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW9106'BOULEVARD, AT THE INTERSECTION OF CROWN VALLEY ROAD LEADING SOUTH TO
 EW9106'ACTON, 47.5 FT. WEST CENTER LINE CROWN VALLEY ROAD, 43.7 FT. SOUTH
 EW9106'CENTER LINE HIGHWAY, 35.0 FT. NORTH OF POWER LINE POLE, 20.9 FT. SOUTH
 EW9106'WEST OF STREET SIGN, 10.3 FT. EAST OF TELEPHONE POLE.
 EW9106
 EW9106                          STATION RECOVERY (1983)
 EW9106
 EW9106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9106'RECOVERED IN GOOD CONDITION.
 EW9106
 EW9106                          STATION RECOVERY (1984)
 EW9106
 EW9106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9106'RECOVERED IN GOOD CONDITION.
 EW9106
 EW9106                          STATION RECOVERY (1985)
 EW9106
 EW9106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9106'RECOVERED IN GOOD CONDITION.  THE STAMPING IS--B.M. 201-73 B 1972
 EW9106'7078.
 EW9106
 EW9106                          STATION RECOVERY (1986)
 EW9106
 EW9106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2644 ***********************************************************************
 EW2644  DESIGNATION -  201 74
 EW2644  PID         -  EW2644
 EW2644  STATE/COUNTY-  CA/LOS ANGELES
 EW2644  USGS QUAD   -  ACTON (1995)
 EW2644
 EW2644                         *CURRENT SURVEY CONTROL
 EW2644  ___________________________________________________________________
 EW2644* NAD 83(1986)-  34 29 37.     (N)    118 12 26.     (W)     SCALED    
 EW2644* NAVD 88     -       916.331  (meters)    3006.33   (feet)  ADJUSTED  
 EW2644  ___________________________________________________________________
 EW2644  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW2644  DYNAMIC HT  -         915.282 (meters)    3002.89  (feet)  COMP
 EW2644  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 EW2644
 EW2644  VERT ORDER  -  FIRST     CLASS I
 EW2644
 EW2644.The horizontal coordinates were scaled from a topographic map and have
 EW2644.an estimated accuracy of +/- 6 seconds.
 EW2644
 EW2644.The orthometric height was determined by differential leveling
 EW2644.and adjusted in June 1991.
 EW2644.WARNING-Repeat measurements at this control monument indicate possible
 EW2644.vertical movement.
 EW2644
 EW2644.The geoid height was determined by GEOID03.
 EW2644
 EW2644.The dynamic height is computed by dividing the NAVD 88
 EW2644.geopotential number by the normal gravity value computed on the
 EW2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2644.degrees latitude (g = 980.6199 gals.).
 EW2644
 EW2644.The modeled gravity was interpolated from observed gravity values.
 EW2644
 EW2644;                    North         East    Units  Estimated Accuracy
 EW2644;SPC CA 5     -   610,240.    1,980,970.      MT  (+/- 180 meters Scaled)
 EW2644
 EW2644                          SUPERSEDED SURVEY CONTROL
 EW2644
 EW2644  NGVD 29 (??/??/92)  915.478  (m)         3003.53   (f) ADJ UNCH    1 1
 EW2644
 EW2644.Superseded values are not recommended for survey control.
 EW2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2644.See file dsdata.txt to determine how the superseded data were derived.
 EW2644
 EW2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU891175(NAD 83)
 EW2644_MARKER: DD = SURVEY DISK
 EW2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2644_SP_SET: CONCRETE POST
 EW2644_STAMPING: BM 201-74 1961 5869
 EW2644_MARK LOGO: CA-037
 EW2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2644+STABILITY: SURFACE MOTION
 EW2644
 EW2644  HISTORY     - Date     Condition        Report By
 EW2644  HISTORY     - 1961     MONUMENTED       CA-037
 EW2644  HISTORY     - 1968     GOOD             CA-037
 EW2644  HISTORY     - 1977     GOOD             NGS
 EW2644  HISTORY     - 1983     GOOD             USGS
 EW2644  HISTORY     - 1984     GOOD             NGS
 EW2644  HISTORY     - 1985     GOOD             NGS
 EW2644  HISTORY     - 1986     GOOD             NGS
 EW2644
 EW2644                          STATION DESCRIPTION
 EW2644
 EW2644'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2644'7.9 MI SW FROM PALMDALE.
 EW2644'PALMDALE, 7.9 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW2644'HIGHWAY, 0.4 MILE WEST OF CROWN VALLEY ROAD, 160 FEET
 EW2644'NORTHEASTERLY OF POWER POLE NO. 107516, 89.5 FEET NORTHWESTERLY
 EW2644'OF POWER POLE NO. 107517, 44.5 FEET NORTHERLY OF THE CENTER
 EW2644'LINE OF SIERRA HIGHWAY.  SET IN THE TOP OF A CONCRETE POST
 EW2644'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW2644
 EW2644                          STATION RECOVERY (1977)
 EW2644
 EW2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2644'ADD- 11.65 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2644'PALMDALE BOULEVARD.
 EW2644
 EW2644                          STATION RECOVERY (1983)
 EW2644
 EW2644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2644'RECOVERED IN GOOD CONDITION.
 EW2644
 EW2644                          STATION RECOVERY (1984)
 EW2644
 EW2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2644'RECOVERED IN GOOD CONDITION.
 EW2644
 EW2644                          STATION RECOVERY (1985)
 EW2644
 EW2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2644'RECOVERED IN GOOD CONDITION.
 EW2644
 EW2644                          STATION RECOVERY (1986)
 EW2644
 EW2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2645 ***********************************************************************
 EW2645  DESIGNATION -  201 75
 EW2645  PID         -  EW2645
 EW2645  STATE/COUNTY-  CA/LOS ANGELES
 EW2645  USGS QUAD   -  ACTON (1995)
 EW2645
 EW2645                         *CURRENT SURVEY CONTROL
 EW2645  ___________________________________________________________________
 EW2645* NAD 83(1986)-  34 29 47.     (N)    118 12 54.     (W)     SCALED    
 EW2645* NAVD 88     -       924.398  (meters)    3032.80   (feet)  ADJUSTED  
 EW2645  ___________________________________________________________________
 EW2645  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW2645  DYNAMIC HT  -         923.340 (meters)    3029.32  (feet)  COMP
 EW2645  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 EW2645
 EW2645  VERT ORDER  -  FIRST     CLASS I
 EW2645
 EW2645.The horizontal coordinates were scaled from a topographic map and have
 EW2645.an estimated accuracy of +/- 6 seconds.
 EW2645
 EW2645.The orthometric height was determined by differential leveling
 EW2645.and adjusted in June 1991.
 EW2645.WARNING-Repeat measurements at this control monument indicate possible
 EW2645.vertical movement.
 EW2645
 EW2645.The geoid height was determined by GEOID03.
 EW2645
 EW2645.The dynamic height is computed by dividing the NAVD 88
 EW2645.geopotential number by the normal gravity value computed on the
 EW2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2645.degrees latitude (g = 980.6199 gals.).
 EW2645
 EW2645.The modeled gravity was interpolated from observed gravity values.
 EW2645
 EW2645;                    North         East    Units  Estimated Accuracy
 EW2645;SPC CA 5     -   610,550.    1,980,260.      MT  (+/- 180 meters Scaled)
 EW2645
 EW2645                          SUPERSEDED SURVEY CONTROL
 EW2645
 EW2645  NGVD 29 (??/??/92)  923.545  (m)         3030.00   (f) ADJ UNCH    1 1
 EW2645
 EW2645.Superseded values are not recommended for survey control.
 EW2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2645.See file dsdata.txt to determine how the superseded data were derived.
 EW2645
 EW2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU884178(NAD 83)
 EW2645_MARKER: DD = SURVEY DISK
 EW2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2645_SP_SET: CONCRETE POST
 EW2645_STAMPING: BM 201-75 1961 5869
 EW2645_MARK LOGO: CA-037
 EW2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2645+STABILITY: SURFACE MOTION
 EW2645
 EW2645  HISTORY     - Date     Condition        Report By
 EW2645  HISTORY     - 1961     MONUMENTED       CA-037
 EW2645  HISTORY     - 1968     GOOD             CA-037
 EW2645  HISTORY     - 1977     GOOD             NGS
 EW2645  HISTORY     - 1983     GOOD             USGS
 EW2645  HISTORY     - 1984     GOOD             NGS
 EW2645  HISTORY     - 1985     GOOD             NGS
 EW2645  HISTORY     - 1986     GOOD             NGS
 EW2645
 EW2645                          STATION DESCRIPTION
 EW2645
 EW2645'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2645'8.1 MI SW FROM PALMDALE.
 EW2645'PALMDALE, 8.1 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW2645'HIGHWAY, 1.0 MILE WEST OF CROWN VALLEY ROAD, 106 FEET
 EW2645'SOUTHWESTERLY OF POWER POLE NO. 760292E, 45 FEET SOUTH OF THE
 EW2645'CENTER LINE OF SIERRA HIGHWAY, 7 FEET WEST OF AN UNNUMBERED
 EW2645'TELEPHONE POLE, ACROSS THE HIGHWAY FROM DRIVEWAY TO HOUSE NO.
 EW2645'4629.  SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW2645'ABOVE THE GROUND.
 EW2645
 EW2645                          STATION RECOVERY (1977)
 EW2645
 EW2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2645'ADD- 12.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2645'PALMDALE BOULEVARD.
 EW2645
 EW2645                          STATION RECOVERY (1983)
 EW2645
 EW2645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2645'RECOVERED IN GOOD CONDITION.
 EW2645
 EW2645                          STATION RECOVERY (1984)
 EW2645
 EW2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2645'RECOVERED IN GOOD CONDITION.
 EW2645
 EW2645                          STATION RECOVERY (1985)
 EW2645
 EW2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2645'RECOVERED IN GOOD CONDITION.
 EW2645
 EW2645                          STATION RECOVERY (1986)
 EW2645
 EW2645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2646 ***********************************************************************
 EW2646  DESIGNATION -  201 75 A LA CO
 EW2646  PID         -  EW2646
 EW2646  STATE/COUNTY-  CA/LOS ANGELES
 EW2646  USGS QUAD   -  RITTER RIDGE (1974)
 EW2646
 EW2646                         *CURRENT SURVEY CONTROL
 EW2646  ___________________________________________________________________
 EW2646* NAD 83(1986)-  34 30 00.     (N)    118 13 22.     (W)     SCALED    
 EW2646* NAVD 88     -       927.72   (+/-2cm)    3043.7    (feet)  VERTCON   
 EW2646  ___________________________________________________________________
 EW2646  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW2646  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2646
 EW2646.The horizontal coordinates were scaled from a topographic map and have
 EW2646.an estimated accuracy of +/- 6 seconds.
 EW2646
 EW2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2646.The vertical order pertains to the NGVD 29 superseded value.
 EW2646
 EW2646.The geoid height was determined by GEOID03.
 EW2646
 EW2646;                    North         East    Units  Estimated Accuracy
 EW2646;SPC CA 5     -   610,950.    1,979,540.      MT  (+/- 180 meters Scaled)
 EW2646
 EW2646                          SUPERSEDED SURVEY CONTROL
 EW2646
 EW2646  NGVD 29 (??/??/92)  926.86   (m)         3040.9    (f) COMPUTED    1 1
 EW2646
 EW2646.Superseded values are not recommended for survey control.
 EW2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2646.See file dsdata.txt to determine how the superseded data were derived.
 EW2646
 EW2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU877182(NAD 83)
 EW2646_MARKER: P = PIPE CAP
 EW2646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2646_SP_SET: CULVERT
 EW2646_STAMPING: BM 201-75A 1961 5869
 EW2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2646
 EW2646  HISTORY     - Date     Condition        Report By
 EW2646  HISTORY     - 1961     MONUMENTED       CA-037
 EW2646  HISTORY     - 1968     GOOD             CA-037
 EW2646  HISTORY     - 1977     GOOD             NGS
 EW2646
 EW2646                          STATION DESCRIPTION
 EW2646
 EW2646'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2646'8.1 MI SW FROM PALMDALE.
 EW2646'PALMDALE, 8.1 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW2646'HIGHWAY, 1.4 MILES WEST OF CROWN VALLEY ROAD, 24 FEET NORTH OF
 EW2646'THE CENTER LINE OF SIERRA HIGHWAY IN THE NORTH HEADWALL OF
 EW2646'CULVERT NO. 29.59, 1.2 FEET WEST OF THE EAST END OF HEADWALL.
 EW2646'SET IN THE TOP OF THE CONCRETE HEADWALL OF THE CULVERT.
 EW2646
 EW2646                          STATION RECOVERY (1977)
 EW2646
 EW2646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2646'ADD- 12.8 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2646'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0966 ***********************************************************************
 EW0966  DESIGNATION -  201 76 LA CO
 EW0966  PID         -  EW0966
 EW0966  STATE/COUNTY-  CA/LOS ANGELES
 EW0966  USGS QUAD   -  RITTER RIDGE (1974)
 EW0966
 EW0966                         *CURRENT SURVEY CONTROL
 EW0966  ___________________________________________________________________
 EW0966* NAD 83(1986)-  34 30 17.     (N)    118 13 48.     (W)     SCALED    
 EW0966* NAVD 88     -       953.042  (meters)    3126.77   (feet)  READJUSTED
 EW0966  ___________________________________________________________________
 EW0966  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0966  DYNAMIC HT  -         951.940 (meters)    3123.16  (feet)  COMP
 EW0966  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 EW0966
 EW0966  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0966
 EW0966.The horizontal coordinates were scaled from a topographic map and have
 EW0966.an estimated accuracy of +/- 6 seconds.
 EW0966
 EW0966.The orthometric height was determined by differential leveling
 EW0966.and adjusted in February 1993.
 EW0966.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0966.distribution rate of 0.0 thru 1.0 mm/km.
 EW0966.The height was derived from older observations constrained to new
 EW0966.heights in a crustal motion area.  The height is approximate in
 EW0966.relation to other heights in its vicinity.
 EW0966
 EW0966.The geoid height was determined by GEOID03.
 EW0966
 EW0966.The dynamic height is computed by dividing the NAVD 88
 EW0966.geopotential number by the normal gravity value computed on the
 EW0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0966.degrees latitude (g = 980.6199 gals.).
 EW0966
 EW0966.The modeled gravity was interpolated from observed gravity values.
 EW0966
 EW0966;                    North         East    Units  Estimated Accuracy
 EW0966;SPC CA 5     -   611,470.    1,978,880.      MT  (+/- 180 meters Scaled)
 EW0966
 EW0966                          SUPERSEDED SURVEY CONTROL
 EW0966
 EW0966  NGVD 29 (??/??/92)  952.169  (m)         3123.91   (f) ADJ UNCH    1 1
 EW0966
 EW0966.Superseded values are not recommended for survey control.
 EW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0966.See file dsdata.txt to determine how the superseded data were derived.
 EW0966
 EW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU870188(NAD 83)
 EW0966_MARKER: DD = SURVEY DISK
 EW0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0966_STAMPING: 201-76 1961 6879
 EW0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0966+STABILITY: SURFACE MOTION
 EW0966
 EW0966  HISTORY     - Date     Condition        Report By
 EW0966  HISTORY     - 1961     MONUMENTED       CA-037
 EW0966  HISTORY     - 1968     GOOD             NGS
 EW0966  HISTORY     - 1977     GOOD             NGS
 EW0966
 EW0966                          STATION DESCRIPTION
 EW0966
 EW0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0966'8.2 MI SW FROM PALMDALE.
 EW0966'PALMDALE, 8.2 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0966'HIGHWAY, ABOUT 389 FEET WEST OF WARD ROAD, 55 FEET NORTH OF THE
 EW0966'CENTER LINE OF SIERRA HIGHWAY, 13 FEET WEST OF POWER POLE.  SET
 EW0966'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 EW0966'THE GROUND.  NOTE-- 1.5 FEET NORTH OF A CHAIN LINK FENCE.
 EW0966
 EW0966                          STATION RECOVERY (1977)
 EW0966
 EW0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0966'ADD- 13.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0966'PALMDALE BOULEVARD.
 EW0966'NOTE- POST IS LEANING, BUT IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0967 ***********************************************************************
 EW0967  DESIGNATION -  201 77
 EW0967  PID         -  EW0967
 EW0967  STATE/COUNTY-  CA/LOS ANGELES
 EW0967  USGS QUAD   -  RITTER RIDGE (1974)
 EW0967
 EW0967                         *CURRENT SURVEY CONTROL
 EW0967  ___________________________________________________________________
 EW0967* NAD 83(1986)-  34 30 43.     (N)    118 14 08.     (W)     SCALED    
 EW0967* NAVD 88     -       975.512  (meters)    3200.49   (feet)  ADJUSTED  
 EW0967  ___________________________________________________________________
 EW0967  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0967  DYNAMIC HT  -         974.378 (meters)    3196.77  (feet)  COMP
 EW0967  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 EW0967
 EW0967  VERT ORDER  -  FIRST     CLASS I
 EW0967
 EW0967.The horizontal coordinates were scaled from a topographic map and have
 EW0967.an estimated accuracy of +/- 6 seconds.
 EW0967
 EW0967.The orthometric height was determined by differential leveling
 EW0967.and adjusted in June 1991.
 EW0967
 EW0967.The geoid height was determined by GEOID03.
 EW0967
 EW0967.The dynamic height is computed by dividing the NAVD 88
 EW0967.geopotential number by the normal gravity value computed on the
 EW0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0967.degrees latitude (g = 980.6199 gals.).
 EW0967
 EW0967.The modeled gravity was interpolated from observed gravity values.
 EW0967
 EW0967;                    North         East    Units  Estimated Accuracy
 EW0967;SPC CA 5     -   612,280.    1,978,370.      MT  (+/- 180 meters Scaled)
 EW0967
 EW0967                          SUPERSEDED SURVEY CONTROL
 EW0967
 EW0967  NGVD 29 (??/??/92)  974.632  (m)         3197.61   (f) ADJ UNCH    1 1
 EW0967
 EW0967.Superseded values are not recommended for survey control.
 EW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0967.See file dsdata.txt to determine how the superseded data were derived.
 EW0967
 EW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU865196(NAD 83)
 EW0967_MARKER: DD = SURVEY DISK
 EW0967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW0967_SP_SET: HEADWALL
 EW0967_STAMPING: BM 201-77 1961 5869
 EW0967_MARK LOGO: CA-037
 EW0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0967+STABILITY: SURFACE MOTION
 EW0967
 EW0967  HISTORY     - Date     Condition        Report By
 EW0967  HISTORY     - 1961     MONUMENTED       CA-037
 EW0967  HISTORY     - 1968     GOOD             NGS
 EW0967  HISTORY     - 1977     GOOD             NGS
 EW0967  HISTORY     - 1983     GOOD             USGS
 EW0967  HISTORY     - 1984     GOOD             NGS
 EW0967  HISTORY     - 1985     GOOD             NGS
 EW0967  HISTORY     - 1986     GOOD             NGS
 EW0967
 EW0967                          STATION DESCRIPTION
 EW0967
 EW0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0967'8.3 MI SW FROM PALMDALE.
 EW0967'PALMDALE, 8.3 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0967'HIGHWAY, 0.2 MILE EAST SHANNONDALE ROAD, 24 FEET NORTH OF THE
 EW0967'CENTER LINE OF SIERRA HIGHWAY IN THE NORTH HEADWALL OF CULVERT
 EW0967'NO. 30.66, 1.2 FEET EAST OF THE WEST END OF THE HEADWALL.  SET
 EW0967'IN THE TOP OF THE CONCRETE HEADWALL OF THE CULVERT.
 EW0967
 EW0967                          STATION RECOVERY (1977)
 EW0967
 EW0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0967'ADD- 13.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0967'PALMDALE BOULEVARD.
 EW0967
 EW0967                          STATION RECOVERY (1983)
 EW0967
 EW0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0967'RECOVERED IN GOOD CONDITION.
 EW0967
 EW0967                          STATION RECOVERY (1984)
 EW0967
 EW0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0967'RECOVERED IN GOOD CONDITION.
 EW0967
 EW0967                          STATION RECOVERY (1985)
 EW0967
 EW0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0967'RECOVERED IN GOOD CONDITION.
 EW0967
 EW0967                          STATION RECOVERY (1986)
 EW0967
 EW0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0968 ***********************************************************************
 EW0968  DESIGNATION -  201 77 A LA CO
 EW0968  PID         -  EW0968
 EW0968  STATE/COUNTY-  CA/LOS ANGELES
 EW0968  USGS QUAD   -  RITTER RIDGE (1974)
 EW0968
 EW0968                         *CURRENT SURVEY CONTROL
 EW0968  ___________________________________________________________________
 EW0968* NAD 83(1986)-  34 30 53.     (N)    118 14 17.     (W)     SCALED    
 EW0968* NAVD 88     -       988.400  (meters)    3242.78   (feet)  READJUSTED
 EW0968  ___________________________________________________________________
 EW0968  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0968  DYNAMIC HT  -         987.250 (meters)    3239.00  (feet)  COMP
 EW0968  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 EW0968
 EW0968  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0968
 EW0968.The horizontal coordinates were scaled from a topographic map and have
 EW0968.an estimated accuracy of +/- 6 seconds.
 EW0968
 EW0968.The orthometric height was determined by differential leveling
 EW0968.and adjusted in February 1993.
 EW0968.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0968.distribution rate of 0.0 thru 1.0 mm/km.
 EW0968.The height was derived from older observations constrained to new
 EW0968.heights in a crustal motion area.  The height is approximate in
 EW0968.relation to other heights in its vicinity.
 EW0968
 EW0968.The geoid height was determined by GEOID03.
 EW0968
 EW0968.The dynamic height is computed by dividing the NAVD 88
 EW0968.geopotential number by the normal gravity value computed on the
 EW0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0968.degrees latitude (g = 980.6199 gals.).
 EW0968
 EW0968.The modeled gravity was interpolated from observed gravity values.
 EW0968
 EW0968;                    North         East    Units  Estimated Accuracy
 EW0968;SPC CA 5     -   612,580.    1,978,140.      MT  (+/- 180 meters Scaled)
 EW0968
 EW0968                          SUPERSEDED SURVEY CONTROL
 EW0968
 EW0968  NGVD 29 (??/??/92)  987.519  (m)         3239.89   (f) ADJ UNCH    1 1
 EW0968
 EW0968.Superseded values are not recommended for survey control.
 EW0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0968.See file dsdata.txt to determine how the superseded data were derived.
 EW0968
 EW0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU863199(NAD 83)
 EW0968_MARKER: DD = SURVEY DISK
 EW0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0968_SP_SET: CULVERT
 EW0968_STAMPING: BM 201-77A 1968 5869
 EW0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0968
 EW0968  HISTORY     - Date     Condition        Report By
 EW0968  HISTORY     - 1968     MONUMENTED       CA-037
 EW0968  HISTORY     - 1968     GOOD             NGS
 EW0968  HISTORY     - 1977     GOOD             NGS
 EW0968
 EW0968                          STATION DESCRIPTION
 EW0968
 EW0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0968'8.3 MI SW FROM PALMDALE.
 EW0968'PALMDALE, 8.3 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0968'HIGHWAY AND SHANNONDALE ROAD IN THE NORTHWEST CORNER, 78.0 FEET
 EW0968'WEST OF THE APPROXIMATE CENTERLINE OF SHANNONDALE ROAD, 23.8
 EW0968'FEET NORTHEASTERLY OF THE APPROXIMATE CENTERLINE OF SIERRA
 EW0968'HIGHWAY IN THE NORTHEASTERLY CONCRETE HEADWALL OF CULVERT
 EW0968'AT HIGHWAY STATION 30.92.  SET IN THE TOP OF CONCRETE HEADWALL,
 EW0968'1.3 FEET NORTHWEST OF THE SOUTHEAST END.
 EW0968
 EW0968                          STATION RECOVERY (1977)
 EW0968
 EW0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0968'ADD- 14.0 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0968'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0461 ***********************************************************************
 EW0461  DESIGNATION -  201 78
 EW0461  PID         -  EW0461
 EW0461  STATE/COUNTY-  CA/LOS ANGELES
 EW0461  USGS QUAD   -  RITTER RIDGE (1974)
 EW0461
 EW0461                         *CURRENT SURVEY CONTROL
 EW0461  ___________________________________________________________________
 EW0461* NAD 83(1986)-  34 31 06.     (N)    118 14 29.     (W)     SCALED    
 EW0461* NAVD 88     -      1008.323  (meters)    3308.14   (feet)  ADJUSTED  
 EW0461  ___________________________________________________________________
 EW0461  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0461  DYNAMIC HT  -        1007.146 (meters)    3304.28  (feet)  COMP
 EW0461  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 EW0461
 EW0461  VERT ORDER  -  FIRST     CLASS I
 EW0461
 EW0461.The horizontal coordinates were scaled from a topographic map and have
 EW0461.an estimated accuracy of +/- 6 seconds.
 EW0461
 EW0461.The orthometric height was determined by differential leveling
 EW0461.and adjusted in June 1991.
 EW0461
 EW0461.The geoid height was determined by GEOID03.
 EW0461
 EW0461.The dynamic height is computed by dividing the NAVD 88
 EW0461.geopotential number by the normal gravity value computed on the
 EW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0461.degrees latitude (g = 980.6199 gals.).
 EW0461
 EW0461.The modeled gravity was interpolated from observed gravity values.
 EW0461
 EW0461;                    North         East    Units  Estimated Accuracy
 EW0461;SPC CA 5     -   612,990.    1,977,840.      MT  (+/- 180 meters Scaled)
 EW0461
 EW0461                          SUPERSEDED SURVEY CONTROL
 EW0461
 EW0461  NGVD 29 (??/??/92) 1007.440  (m)         3305.24   (f) ADJ UNCH    1 1
 EW0461
 EW0461.Superseded values are not recommended for survey control.
 EW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0461.See file dsdata.txt to determine how the superseded data were derived.
 EW0461
 EW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU860203(NAD 83)
 EW0461_MARKER: DD = SURVEY DISK
 EW0461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW0461_SP_SET: HEADWALL
 EW0461_STAMPING: BM 201-78 1961 5869
 EW0461_MARK LOGO: CA-037
 EW0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0461+STABILITY: SURFACE MOTION
 EW0461
 EW0461  HISTORY     - Date     Condition        Report By
 EW0461  HISTORY     - 1961     MONUMENTED       CA-037
 EW0461  HISTORY     - 1968     GOOD             NGS
 EW0461  HISTORY     - 1977     GOOD             NGS
 EW0461  HISTORY     - 1983     GOOD             USGS
 EW0461  HISTORY     - 1984     GOOD             NGS
 EW0461  HISTORY     - 1985     GOOD             NGS
 EW0461  HISTORY     - 1986     GOOD             NGS
 EW0461
 EW0461                          STATION DESCRIPTION
 EW0461
 EW0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0461'8.4 MI SW FROM PALMDALE.
 EW0461'PALMDALE, 8.4 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0461'HIGHWAY, 42 FEET WESTERLY OF THE DRIVEWAY INTO THE CHRIST FAITH
 EW0461'MISSION HOME, 24.5 FEET NORTHERLY OF THE CENTER LINE OF SIERRA
 EW0461'HIGHWAY, IN THE TOP OF THE NORTH HEADWALL OF CULVERT NO. D 31.24,
 EW0461'1.5 FEET WEST OF THE EAST END OF CULVERT.  SET IN THE TOP OF THE
 EW0461'CONCRETE HEADWALL OF THE CULVERT.
 EW0461
 EW0461                          STATION RECOVERY (1977)
 EW0461
 EW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0461'ADD- 14.35 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0461'PALMDALE BOULEVARD.
 EW0461
 EW0461                          STATION RECOVERY (1983)
 EW0461
 EW0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0461'RECOVERED IN GOOD CONDITION.
 EW0461
 EW0461                          STATION RECOVERY (1984)
 EW0461
 EW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0461'RECOVERED IN GOOD CONDITION.
 EW0461
 EW0461                          STATION RECOVERY (1985)
 EW0461
 EW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0461'RECOVERED IN GOOD CONDITION.
 EW0461
 EW0461                          STATION RECOVERY (1986)
 EW0461
 EW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0462 ***********************************************************************
 EW0462  DESIGNATION -  201 79
 EW0462  PID         -  EW0462
 EW0462  STATE/COUNTY-  CA/LOS ANGELES
 EW0462  USGS QUAD   -  RITTER RIDGE (1974)
 EW0462
 EW0462                         *CURRENT SURVEY CONTROL
 EW0462  ___________________________________________________________________
 EW0462* NAD 83(1986)-  34 31 21.     (N)    118 14 58.     (W)     SCALED    
 EW0462* NAVD 88     -      1034.309  (meters)    3393.40   (feet)  ADJUSTED  
 EW0462  ___________________________________________________________________
 EW0462  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0462  DYNAMIC HT  -        1033.096 (meters)    3389.42  (feet)  COMP
 EW0462  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 EW0462  OBS GRAVITY -     979,426.2   (mgal)                       GRAV_OBS
 EW0462
 EW0462  VERT ORDER  -  FIRST     CLASS I
 EW0462
 EW0462.The horizontal coordinates were scaled from a topographic map and have
 EW0462.an estimated accuracy of +/- 6 seconds.
 EW0462
 EW0462.The orthometric height was determined by differential leveling
 EW0462.and adjusted in June 1991.
 EW0462.WARNING-Repeat measurements at this control monument indicate possible
 EW0462.vertical movement.
 EW0462
 EW0462.The geoid height was determined by GEOID03.
 EW0462
 EW0462.The dynamic height is computed by dividing the NAVD 88
 EW0462.geopotential number by the normal gravity value computed on the
 EW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0462.degrees latitude (g = 980.6199 gals.).
 EW0462
 EW0462.The modeled gravity was interpolated from observed gravity values.
 EW0462.The observed gravity was obtained from relative gravimeter ties
 EW0462.to the IGSN71 gravity network.
 EW0462
 EW0462;                    North         East    Units  Estimated Accuracy
 EW0462;SPC CA 5     -   613,450.    1,977,100.      MT  (+/- 180 meters Scaled)
 EW0462
 EW0462                          SUPERSEDED SURVEY CONTROL
 EW0462
 EW0462  NGVD 29 (??/??/92) 1033.419  (m)         3390.48   (f) ADJ UNCH    1 1
 EW0462
 EW0462.Superseded values are not recommended for survey control.
 EW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0462.See file dsdata.txt to determine how the superseded data were derived.
 EW0462
 EW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU853208(NAD 83)
 EW0462_MARKER: DD = SURVEY DISK
 EW0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0462_SP_SET: CONCRETE POST
 EW0462_STAMPING: BM 201-79 1961 5869
 EW0462_MARK LOGO: CA-037
 EW0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0462+STABILITY: SURFACE MOTION
 EW0462
 EW0462  HISTORY     - Date     Condition        Report By
 EW0462  HISTORY     - 1961     MONUMENTED       CA-037
 EW0462  HISTORY     - 1968     GOOD             NGS
 EW0462  HISTORY     - 1977     GOOD             NGS
 EW0462  HISTORY     - 1983     GOOD             USGS
 EW0462  HISTORY     - 1984     GOOD             NGS
 EW0462  HISTORY     - 1985     GOOD             NGS
 EW0462  HISTORY     - 1986     GOOD             NGS
 EW0462
 EW0462                          STATION DESCRIPTION
 EW0462
 EW0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0462'8.4 MI SW FROM PALMDALE.
 EW0462'PALMDALE, 8.4 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0462'HIGHWAY, 1.2 MILES WEST OF WARD ROAD, 280 FEET SOUTHEASTERLY
 EW0462'OF THE SOUTHEAST CORNER OF THE WINDMILL CAFE, 69 FEET EAST OF
 EW0462'POWER POLE NO. 676620E, 51.5 FEET NORTHERLY OF THE CENTER
 EW0462'LINE OF SIERRA HIGHWAY.  SET IN THE TOP OF A CONCRETE POST
 EW0462'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0462
 EW0462                          STATION RECOVERY (1977)
 EW0462
 EW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0462'ADD- 14.85 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0462'PALMDALE BOULEVARD.
 EW0462
 EW0462                          STATION RECOVERY (1983)
 EW0462
 EW0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0462'RECOVERED IN GOOD CONDITION.
 EW0462
 EW0462                          STATION RECOVERY (1984)
 EW0462
 EW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0462'RECOVERED IN GOOD CONDITION.
 EW0462
 EW0462                          STATION RECOVERY (1985)
 EW0462
 EW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0462'RECOVERED IN GOOD CONDITION.
 EW0462
 EW0462                          STATION RECOVERY (1986)
 EW0462
 EW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0463 ***********************************************************************
 EW0463  DESIGNATION -  201 79 A LA CO
 EW0463  PID         -  EW0463
 EW0463  STATE/COUNTY-  CA/LOS ANGELES
 EW0463  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0463
 EW0463                         *CURRENT SURVEY CONTROL
 EW0463  ___________________________________________________________________
 EW0463* NAD 83(1986)-  34 31 21.     (N)    118 15 05.     (W)     SCALED    
 EW0463* NAVD 88     -      1020.370  (meters)    3347.66   (feet)  READJUSTED
 EW0463  ___________________________________________________________________
 EW0463  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0463  DYNAMIC HT  -        1019.170 (meters)    3343.73  (feet)  COMP
 EW0463  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 EW0463
 EW0463  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0463
 EW0463.The horizontal coordinates were scaled from a topographic map and have
 EW0463.an estimated accuracy of +/- 6 seconds.
 EW0463
 EW0463.The orthometric height was determined by differential leveling
 EW0463.and adjusted in February 1993.
 EW0463.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0463.distribution rate of 0.0 thru 1.0 mm/km.
 EW0463.The height was derived from older observations constrained to new
 EW0463.heights in a crustal motion area.  The height is approximate in
 EW0463.relation to other heights in its vicinity.
 EW0463
 EW0463.The geoid height was determined by GEOID03.
 EW0463
 EW0463.The dynamic height is computed by dividing the NAVD 88
 EW0463.geopotential number by the normal gravity value computed on the
 EW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0463.degrees latitude (g = 980.6199 gals.).
 EW0463
 EW0463.The modeled gravity was interpolated from observed gravity values.
 EW0463
 EW0463;                    North         East    Units  Estimated Accuracy
 EW0463;SPC CA 5     -   613,450.    1,976,920.      MT  (+/- 180 meters Scaled)
 EW0463
 EW0463                          SUPERSEDED SURVEY CONTROL
 EW0463
 EW0463  NGVD 29 (??/??/92) 1019.481  (m)         3344.75   (f) ADJ UNCH    1 1
 EW0463
 EW0463.Superseded values are not recommended for survey control.
 EW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0463.See file dsdata.txt to determine how the superseded data were derived.
 EW0463
 EW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU851208(NAD 83)
 EW0463_MARKER: N = NAIL
 EW0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0463_SP_SET: CULVERT
 EW0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0463
 EW0463  HISTORY     - Date     Condition        Report By
 EW0463  HISTORY     - UNK      MONUMENTED       CA-037
 EW0463  HISTORY     - 1968     GOOD             NGS
 EW0463  HISTORY     - 1977     GOOD             NGS
 EW0463
 EW0463                          STATION DESCRIPTION
 EW0463
 EW0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0463'8.6 MI SW FROM PALMDALE.
 EW0463'BM LA CO RD DEPT
 EW0463'PALMDALE, 8.6 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0463'HIGHWAY, ABOUT 1.4 MILES WEST OF WARD ROAD, 22.3 FEET NORTH
 EW0463'OF THE APPROXIMATE CENTER LINE OF SIERRA HIGHWAY, 16.5 FEET
 EW0463'EAST OF A ROCK AND OIL DRIVEWAY IN NORTH CONCRETE HEADWALL, OF
 EW0463'CULVERT AT HIGHWAY STATION 31.89.  SET IN LEAD IN THE TOP OF
 EW0463'THE CONCRETE HEADWALL, 1.0 FOOT EAST OF THE WEST END.
 EW0463
 EW0463                          STATION RECOVERY (1977)
 EW0463
 EW0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0463'ADD- 15.0 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0463'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0464 ***********************************************************************
 EW0464  DESIGNATION -  201 80
 EW0464  PID         -  EW0464
 EW0464  STATE/COUNTY-  CA/LOS ANGELES
 EW0464  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0464
 EW0464                         *CURRENT SURVEY CONTROL
 EW0464  ___________________________________________________________________
 EW0464* NAD 83(1986)-  34 31 23.     (N)    118 15 30.     (W)     SCALED    
 EW0464* NAVD 88     -       987.502  (meters)    3239.83   (feet)  ADJUSTED  
 EW0464  ___________________________________________________________________
 EW0464  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0464  DYNAMIC HT  -         986.347 (meters)    3236.04  (feet)  COMP
 EW0464  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 EW0464
 EW0464  VERT ORDER  -  FIRST     CLASS I
 EW0464
 EW0464.The horizontal coordinates were scaled from a topographic map and have
 EW0464.an estimated accuracy of +/- 6 seconds.
 EW0464
 EW0464.The orthometric height was determined by differential leveling
 EW0464.and adjusted in June 1991.
 EW0464
 EW0464.The geoid height was determined by GEOID03.
 EW0464
 EW0464.The dynamic height is computed by dividing the NAVD 88
 EW0464.geopotential number by the normal gravity value computed on the
 EW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0464.degrees latitude (g = 980.6199 gals.).
 EW0464
 EW0464.The modeled gravity was interpolated from observed gravity values.
 EW0464
 EW0464;                    North         East    Units  Estimated Accuracy
 EW0464;SPC CA 5     -   613,510.    1,976,280.      MT  (+/- 180 meters Scaled)
 EW0464
 EW0464                          SUPERSEDED SURVEY CONTROL
 EW0464
 EW0464  NGVD 29 (??/??/92)  986.614  (m)         3236.92   (f) ADJ UNCH    1 1
 EW0464
 EW0464.Superseded values are not recommended for survey control.
 EW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0464.See file dsdata.txt to determine how the superseded data were derived.
 EW0464
 EW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU845208(NAD 83)
 EW0464_MARKER: DD = SURVEY DISK
 EW0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0464_SP_SET: CONCRETE POST
 EW0464_STAMPING: BM 201-80 1961 5869
 EW0464_MARK LOGO: CA-037
 EW0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0464+STABILITY: SURFACE MOTION
 EW0464
 EW0464  HISTORY     - Date     Condition        Report By
 EW0464  HISTORY     - 1961     MONUMENTED       CA-037
 EW0464  HISTORY     - 1968     GOOD             NGS
 EW0464  HISTORY     - 1977     GOOD             NGS
 EW0464  HISTORY     - 1983     GOOD             USGS
 EW0464  HISTORY     - 1984     GOOD             NGS
 EW0464  HISTORY     - 1985     GOOD             NGS
 EW0464  HISTORY     - 1986     GOOD             NGS
 EW0464
 EW0464                          STATION DESCRIPTION
 EW0464
 EW0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0464'9.0 MI SW FROM PALMDALE.
 EW0464'PALMDALE, 9.0 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0464'HIGHWAY, 1.7 MILES WEST OF WARD ROAD, 162 FEET NORTHWESTERLY
 EW0464'OF THE NORTHWEST CORNER OF THE NORTH HEADWALL OF CULVERT NO.
 EW0464'D 32.28, 133.5 FEET EASTERLY OF POWER POLE NO. 676610E, 75.5
 EW0464'FEET NORTHWESTERLY OF THE CENTER LINE OF SIERRA HIGHWAY.  SET IN
 EW0464'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0464'GROUND.
 EW0464
 EW0464                          STATION RECOVERY (1977)
 EW0464
 EW0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0464'ADD- 15.4 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0464'PALMDALE BOULEVARD.
 EW0464
 EW0464                          STATION RECOVERY (1983)
 EW0464
 EW0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0464'RECOVERED IN GOOD CONDITION.
 EW0464
 EW0464                          STATION RECOVERY (1984)
 EW0464
 EW0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0464'RECOVERED IN GOOD CONDITION.
 EW0464
 EW0464                          STATION RECOVERY (1985)
 EW0464
 EW0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0464'RECOVERED IN GOOD CONDITION.
 EW0464
 EW0464                          STATION RECOVERY (1986)
 EW0464
 EW0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0465 ***********************************************************************
 EW0465  DESIGNATION -  201 80 A LA CO
 EW0465  PID         -  EW0465
 EW0465  STATE/COUNTY-  CA/LOS ANGELES
 EW0465  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0465
 EW0465                         *CURRENT SURVEY CONTROL
 EW0465  ___________________________________________________________________
 EW0465* NAD 83(1986)-  34 31 17.     (N)    118 15 51.     (W)     SCALED    
 EW0465* NAVD 88     -       952.200  (meters)    3124.01   (feet)  READJUSTED
 EW0465  ___________________________________________________________________
 EW0465  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EW0465  DYNAMIC HT  -         951.090 (meters)    3120.37  (feet)  COMP
 EW0465  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 EW0465
 EW0465  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW0465
 EW0465.The horizontal coordinates were scaled from a topographic map and have
 EW0465.an estimated accuracy of +/- 6 seconds.
 EW0465
 EW0465.The orthometric height was determined by differential leveling
 EW0465.and adjusted in February 1993.
 EW0465.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW0465.distribution rate of 2.1 thru 3.0 mm/km.
 EW0465.The height was derived from older observations constrained to new
 EW0465.heights in a crustal motion area.  The height is approximate in
 EW0465.relation to other heights in its vicinity.
 EW0465
 EW0465.The geoid height was determined by GEOID03.
 EW0465
 EW0465.The dynamic height is computed by dividing the NAVD 88
 EW0465.geopotential number by the normal gravity value computed on the
 EW0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0465.degrees latitude (g = 980.6199 gals.).
 EW0465
 EW0465.The modeled gravity was interpolated from observed gravity values.
 EW0465
 EW0465;                    North         East    Units  Estimated Accuracy
 EW0465;SPC CA 5     -   613,330.    1,975,750.      MT  (+/- 180 meters Scaled)
 EW0465
 EW0465                          SUPERSEDED SURVEY CONTROL
 EW0465
 EW0465  NGVD 29 (??/??/92)  951.313  (m)         3121.10   (f) ADJ UNCH    1 1
 EW0465
 EW0465.Superseded values are not recommended for survey control.
 EW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0465.See file dsdata.txt to determine how the superseded data were derived.
 EW0465
 EW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU839206(NAD 83)
 EW0465_MARKER: DD = SURVEY DISK
 EW0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0465_SP_SET: CULVERT
 EW0465_STAMPING: BM 201-80A 1968 5869
 EW0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0465
 EW0465  HISTORY     - Date     Condition        Report By
 EW0465  HISTORY     - 1968     MONUMENTED       CA-037
 EW0465  HISTORY     - 1968     GOOD             NGS
 EW0465  HISTORY     - 1977     GOOD             NGS
 EW0465
 EW0465                          STATION DESCRIPTION
 EW0465
 EW0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0465'9.5 MI SW FROM PALMDALE.
 EW0465'PALMDALE, 9.5 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0465'HIGHWAY, ABOUT 2.0 MILES WEST OF WARD ROAD, 20.2 FEET SOUTHEAST
 EW0465'OF THE APPROXIMATE CENTERLINE OF SIERRA HIGHWAY IN THE SOUTHEAST
 EW0465'CONCRETE HEADWALL OF CULVERT AT HIGHWAY STATION 32.58.  SET IN
 EW0465'THE TOP OF THE CONCRETE HEADWALL, 1.7 FEET SOUTHWEST OF THE
 EW0465'NORTHEAST END.
 EW0465
 EW0465                          STATION RECOVERY (1977)
 EW0465
 EW0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0465'ADD- 15.75 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0465'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0466 ***********************************************************************
 EW0466  DESIGNATION -  201 81
 EW0466  PID         -  EW0466
 EW0466  STATE/COUNTY-  CA/LOS ANGELES
 EW0466  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0466
 EW0466                         *CURRENT SURVEY CONTROL
 EW0466  ___________________________________________________________________
 EW0466* NAD 83(1986)-  34 31 15.     (N)    118 15 59.     (W)     SCALED    
 EW0466* NAVD 88     -       938.897  (meters)    3080.36   (feet)  ADJUSTED  
 EW0466  ___________________________________________________________________
 EW0466  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW0466  DYNAMIC HT  -         937.805 (meters)    3076.78  (feet)  COMP
 EW0466  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 EW0466
 EW0466  VERT ORDER  -  FIRST     CLASS I
 EW0466
 EW0466.The horizontal coordinates were scaled from a topographic map and have
 EW0466.an estimated accuracy of +/- 6 seconds.
 EW0466
 EW0466.The orthometric height was determined by differential leveling
 EW0466.and adjusted in June 1991.
 EW0466.WARNING-Repeat measurements at this control monument indicate possible
 EW0466.vertical movement.
 EW0466
 EW0466.The geoid height was determined by GEOID03.
 EW0466
 EW0466.The dynamic height is computed by dividing the NAVD 88
 EW0466.geopotential number by the normal gravity value computed on the
 EW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0466.degrees latitude (g = 980.6199 gals.).
 EW0466
 EW0466.The modeled gravity was interpolated from observed gravity values.
 EW0466
 EW0466;                    North         East    Units  Estimated Accuracy
 EW0466;SPC CA 5     -   613,270.    1,975,540.      MT  (+/- 180 meters Scaled)
 EW0466
 EW0466                          SUPERSEDED SURVEY CONTROL
 EW0466
 EW0466  NGVD 29 (??/??/92)  938.027  (m)         3077.51   (f) ADJ UNCH    1 1
 EW0466
 EW0466.Superseded values are not recommended for survey control.
 EW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0466.See file dsdata.txt to determine how the superseded data were derived.
 EW0466
 EW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU837206(NAD 83)
 EW0466_MARKER: DD = SURVEY DISK
 EW0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0466_SP_SET: CONCRETE POST
 EW0466_STAMPING: BM 201-81 1961 5869
 EW0466_MARK LOGO: CA-037
 EW0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0466+STABILITY: SURFACE MOTION
 EW0466
 EW0466  HISTORY     - Date     Condition        Report By
 EW0466  HISTORY     - 1961     MONUMENTED       CA-037
 EW0466  HISTORY     - 1968     GOOD             NGS
 EW0466  HISTORY     - 1977     GOOD             NGS
 EW0466  HISTORY     - 1983     GOOD             USGS
 EW0466  HISTORY     - 1984     GOOD             NGS
 EW0466  HISTORY     - 1985     GOOD             NGS
 EW0466  HISTORY     - 1986     GOOD             NGS
 EW0466
 EW0466                          STATION DESCRIPTION
 EW0466
 EW0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0466'9.6 MI SW FROM PALMDALE.
 EW0466'PALMDALE, 9.6 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0466'HIGHWAY, 2.1 MILES WEST OF WARD ROAD, 189.5 FEET WESTERLY OF
 EW0466'POWER POLE NO. 583055H, 97.5 FEET NORTHWESTERLY OF TELEPHONE
 EW0466'POLE NO. 107-381, 94 FEET SOUTHEASTERLY OF POWER POLE NO.
 EW0466'583054H, 49.5 FEET NORTHWESTERLY OF THE CENTER LINE OF SIERRA
 EW0466'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 EW0466'6 INCHES ABOVE THE GROUND.  NOTE-- 4.2 FEET SOUTH OF A CHAIN
 EW0466'LINK FENCE CORNER.
 EW0466
 EW0466                          STATION RECOVERY (1977)
 EW0466
 EW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0466'ADD- 15.9 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0466'PALMDALE BOULEVARD.
 EW0466
 EW0466                          STATION RECOVERY (1983)
 EW0466
 EW0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0466'RECOVERED IN GOOD CONDITION.
 EW0466
 EW0466                          STATION RECOVERY (1984)
 EW0466
 EW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0466'RECOVERED IN GOOD CONDITION.
 EW0466
 EW0466                          STATION RECOVERY (1985)
 EW0466
 EW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0466'RECOVERED IN GOOD CONDITION.
 EW0466
 EW0466                          STATION RECOVERY (1986)
 EW0466
 EW0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0468 ***********************************************************************
 EW0468  DESIGNATION -  201 82 A LA CO
 EW0468  PID         -  EW0468
 EW0468  STATE/COUNTY-  CA/LOS ANGELES
 EW0468  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0468
 EW0468                         *CURRENT SURVEY CONTROL
 EW0468  ___________________________________________________________________
 EW0468* NAD 83(1986)-  34 31 06.     (N)    118 16 48.     (W)     SCALED    
 EW0468* NAVD 88     -       878.312  (meters)    2881.60   (feet)  READJUSTED
 EW0468  ___________________________________________________________________
 EW0468  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0468  DYNAMIC HT  -         877.310 (meters)    2878.31  (feet)  COMP
 EW0468  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 EW0468  OBS GRAVITY -     979,457.6   (mgal)                       GRAV_OBS
 EW0468
 EW0468  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0468
 EW0468.The horizontal coordinates were scaled from a topographic map and have
 EW0468.an estimated accuracy of +/- 6 seconds.
 EW0468
 EW0468.The orthometric height was determined by differential leveling
 EW0468.and adjusted in February 1993.
 EW0468.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0468.distribution rate of 0.0 thru 1.0 mm/km.
 EW0468.The height was derived from older observations constrained to new
 EW0468.heights in a crustal motion area.  The height is approximate in
 EW0468.relation to other heights in its vicinity.
 EW0468
 EW0468.The geoid height was determined by GEOID03.
 EW0468
 EW0468.The dynamic height is computed by dividing the NAVD 88
 EW0468.geopotential number by the normal gravity value computed on the
 EW0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0468.degrees latitude (g = 980.6199 gals.).
 EW0468
 EW0468.The modeled gravity was interpolated from observed gravity values.
 EW0468.The observed gravity was obtained from relative gravimeter ties
 EW0468.to the IGSN71 gravity network.
 EW0468
 EW0468;                    North         East    Units  Estimated Accuracy
 EW0468;SPC CA 5     -   612,990.    1,974,290.      MT  (+/- 180 meters Scaled)
 EW0468
 EW0468                          SUPERSEDED SURVEY CONTROL
 EW0468
 EW0468  NGVD 29 (??/??/92)  877.440  (m)         2878.73   (f) ADJ UNCH    1 1
 EW0468
 EW0468.Superseded values are not recommended for survey control.
 EW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0468.See file dsdata.txt to determine how the superseded data were derived.
 EW0468
 EW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU825203(NAD 83)
 EW0468_MARKER: DD = SURVEY DISK
 EW0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0468_STAMPING: BM 201-82A 1968 5869
 EW0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0468+STABILITY: SURFACE MOTION
 EW0468
 EW0468  HISTORY     - Date     Condition        Report By
 EW0468  HISTORY     - 1968     MONUMENTED       CA-037
 EW0468  HISTORY     - 1968     GOOD             NGS
 EW0468  HISTORY     - 1977     GOOD             NGS
 EW0468
 EW0468                          STATION DESCRIPTION
 EW0468
 EW0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0468'10.3 MI SW FROM PALMDALE.
 EW0468'PALMDALE, 10.3 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0468'HIGHWAY, 3.1 MILES WESTERLY OF WARD ROAD, 91.7 FEET SOUTHWESTERLY
 EW0468'OF THE APPROXIMATE CENTERLINE OF SIERRA HIGHWAY, 71.0 FEET
 EW0468'SOUTHWEST OF TELEPHONE POLE NO. 107-342, 4.5 FEET SOUTHWEST
 EW0468'OF AN UNNUMBERED POWER POLE.  SET IN THE TOP OF A 13 INCH
 EW0468'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  A 2
 EW0468'INCH DIAMETER MARKER PIPE IS 2.0 FEET TO THE NORTH.
 EW0468
 EW0468                          STATION RECOVERY (1977)
 EW0468
 EW0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0468'ADD- 16.85 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0468'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0467 ***********************************************************************
 EW0467  DESIGNATION -  201 82 LA CO
 EW0467  PID         -  EW0467
 EW0467  STATE/COUNTY-  CA/LOS ANGELES
 EW0467  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0467
 EW0467                         *CURRENT SURVEY CONTROL
 EW0467  ___________________________________________________________________
 EW0467* NAD 83(1986)-  34 31 01.     (N)    118 16 22.     (W)     SCALED    
 EW0467* NAVD 88     -       909.888  (meters)    2985.19   (feet)  READJUSTED
 EW0467  ___________________________________________________________________
 EW0467  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0467  DYNAMIC HT  -         908.840 (meters)    2981.75  (feet)  COMP
 EW0467  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 EW0467
 EW0467  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 EW0467
 EW0467.The horizontal coordinates were scaled from a topographic map and have
 EW0467.an estimated accuracy of +/- 6 seconds.
 EW0467
 EW0467.The orthometric height was determined by differential leveling
 EW0467.and adjusted in February 1993.
 EW0467.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 EW0467.distribution rate of 4.1 thru 8.0 mm/km.
 EW0467.The height was derived from older observations constrained to new
 EW0467.heights in a crustal motion area.  The height is approximate in
 EW0467.relation to other heights in its vicinity.
 EW0467
 EW0467.The geoid height was determined by GEOID03.
 EW0467
 EW0467.The dynamic height is computed by dividing the NAVD 88
 EW0467.geopotential number by the normal gravity value computed on the
 EW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0467.degrees latitude (g = 980.6199 gals.).
 EW0467
 EW0467.The modeled gravity was interpolated from observed gravity values.
 EW0467
 EW0467;                    North         East    Units  Estimated Accuracy
 EW0467;SPC CA 5     -   612,840.    1,974,960.      MT  (+/- 180 meters Scaled)
 EW0467
 EW0467                          SUPERSEDED SURVEY CONTROL
 EW0467
 EW0467  NGVD 29 (??/??/92)  909.009  (m)         2982.31   (f) ADJ UNCH    1 1
 EW0467
 EW0467.Superseded values are not recommended for survey control.
 EW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0467.See file dsdata.txt to determine how the superseded data were derived.
 EW0467
 EW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU831202(NAD 83)
 EW0467_MARKER: DD = SURVEY DISK
 EW0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0467_STAMPING: BM 201-82 1961 5869
 EW0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0467+STABILITY: SURFACE MOTION
 EW0467
 EW0467  HISTORY     - Date     Condition        Report By
 EW0467  HISTORY     - 1961     MONUMENTED       CA-037
 EW0467  HISTORY     - 1968     GOOD             NGS
 EW0467  HISTORY     - 1977     GOOD             NGS
 EW0467
 EW0467                          STATION DESCRIPTION
 EW0467
 EW0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0467'10.1 MI SW FROM PALMDALE.
 EW0467'PALMDALE, 10.1 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0467'HIGHWAY, 2.7 MILES WESTERLY OF WARD ROAD, 147 FEET SOUTHEASTERLY
 EW0467'OF POWER POLE NO. 727016H, 90.5 FEET NORTHERLY OF TELEPHONE
 EW0467'POLE NO. 107-363, 48.5 FEET NORTHWESTERLY OF THE CENTER LINE OF
 EW0467'SIERRA HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0467'ABOUT 6 INCHES ABOVE THE GROUND.
 EW0467
 EW0467                          STATION RECOVERY (1977)
 EW0467
 EW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0467'ADD- 16.35 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0467'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0469 ***********************************************************************
 EW0469  DESIGNATION -  201 83
 EW0469  PID         -  EW0469
 EW0469  STATE/COUNTY-  CA/LOS ANGELES
 EW0469  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0469
 EW0469                         *CURRENT SURVEY CONTROL
 EW0469  ___________________________________________________________________
 EW0469* NAD 83(1986)-  34 31 12.     (N)    118 17 03.     (W)     SCALED    
 EW0469* NAVD 88     -       861.373  (meters)    2826.02   (feet)  ADJUSTED  
 EW0469  ___________________________________________________________________
 EW0469  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0469  DYNAMIC HT  -         860.385 (meters)    2822.78  (feet)  COMP
 EW0469  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 EW0469
 EW0469  VERT ORDER  -  FIRST     CLASS I
 EW0469
 EW0469.The horizontal coordinates were scaled from a topographic map and have
 EW0469.an estimated accuracy of +/- 6 seconds.
 EW0469
 EW0469.The orthometric height was determined by differential leveling
 EW0469.and adjusted in June 1991.
 EW0469
 EW0469.The geoid height was determined by GEOID03.
 EW0469
 EW0469.The dynamic height is computed by dividing the NAVD 88
 EW0469.geopotential number by the normal gravity value computed on the
 EW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0469.degrees latitude (g = 980.6199 gals.).
 EW0469
 EW0469.The modeled gravity was interpolated from observed gravity values.
 EW0469
 EW0469;                    North         East    Units  Estimated Accuracy
 EW0469;SPC CA 5     -   613,180.    1,973,910.      MT  (+/- 180 meters Scaled)
 EW0469
 EW0469                          SUPERSEDED SURVEY CONTROL
 EW0469
 EW0469  NGVD 29 (??/??/92)  860.501  (m)         2823.16   (f) ADJ UNCH    1 1
 EW0469
 EW0469.Superseded values are not recommended for survey control.
 EW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0469.See file dsdata.txt to determine how the superseded data were derived.
 EW0469
 EW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU821205(NAD 83)
 EW0469_MARKER: DD = SURVEY DISK
 EW0469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW0469_SP_SET: CULVERT HEADWALL
 EW0469_STAMPING: BM 201-83 1961 5869
 EW0469_MARK LOGO: CA-037
 EW0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0469+STABILITY: SURFACE MOTION
 EW0469
 EW0469  HISTORY     - Date     Condition        Report By
 EW0469  HISTORY     - 1961     MONUMENTED       CA-037
 EW0469  HISTORY     - 1968     GOOD             NGS
 EW0469  HISTORY     - 1977     GOOD             NGS
 EW0469  HISTORY     - 1983     GOOD             USGS
 EW0469  HISTORY     - 1984     GOOD             NGS
 EW0469  HISTORY     - 1985     GOOD             NGS
 EW0469  HISTORY     - 1986     GOOD             NGS
 EW0469
 EW0469                          STATION DESCRIPTION
 EW0469
 EW0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0469'10.6 MI SW FROM PALMDALE.
 EW0469'PALMDALE, 10.6 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0469'HIGHWAY, 1.7 MILES EAST OF JOHNSON ROAD, 20.3 FEET NORTHERLY
 EW0469'OF THE CENTER OF SIERRA HIGHWAY, EAST OF THE DRIVEWAY TO HOUSE
 EW0469'NO. 8701, IN THE TOP OF THE NORTH HEADWALL OF CULVERT NO. 37.10,
 EW0469'1.7 FEET EAST OF THE WEST END OF HEADWALL.
 EW0469
 EW0469                          STATION RECOVERY (1977)
 EW0469
 EW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0469'ADD- 17.2 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0469'PALMDALE BOULEVARD.
 EW0469
 EW0469                          STATION RECOVERY (1983)
 EW0469
 EW0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0469'RECOVERED IN GOOD CONDITION.
 EW0469
 EW0469                          STATION RECOVERY (1984)
 EW0469
 EW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0469'RECOVERED IN GOOD CONDITION.
 EW0469
 EW0469                          STATION RECOVERY (1985)
 EW0469
 EW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0469'RECOVERED IN GOOD CONDITION.
 EW0469
 EW0469                          STATION RECOVERY (1986)
 EW0469
 EW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0470 ***********************************************************************
 EW0470  DESIGNATION -  201 84
 EW0470  PID         -  EW0470
 EW0470  STATE/COUNTY-  CA/LOS ANGELES
 EW0470  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0470
 EW0470                         *CURRENT SURVEY CONTROL
 EW0470  ___________________________________________________________________
 EW0470* NAD 83(1986)-  34 31 12.     (N)    118 17 39.     (W)     SCALED    
 EW0470* NAVD 88     -       856.283  (meters)    2809.32   (feet)  ADJUSTED  
 EW0470  ___________________________________________________________________
 EW0470  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0470  DYNAMIC HT  -         855.297 (meters)    2806.09  (feet)  COMP
 EW0470  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 EW0470
 EW0470  VERT ORDER  -  FIRST     CLASS I
 EW0470
 EW0470.The horizontal coordinates were scaled from a topographic map and have
 EW0470.an estimated accuracy of +/- 6 seconds.
 EW0470
 EW0470.The orthometric height was determined by differential leveling
 EW0470.and adjusted in June 1991.
 EW0470
 EW0470.The geoid height was determined by GEOID03.
 EW0470
 EW0470.The dynamic height is computed by dividing the NAVD 88
 EW0470.geopotential number by the normal gravity value computed on the
 EW0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0470.degrees latitude (g = 980.6199 gals.).
 EW0470
 EW0470.The modeled gravity was interpolated from observed gravity values.
 EW0470
 EW0470;                    North         East    Units  Estimated Accuracy
 EW0470;SPC CA 5     -   613,180.    1,972,990.      MT  (+/- 180 meters Scaled)
 EW0470
 EW0470                          SUPERSEDED SURVEY CONTROL
 EW0470
 EW0470  NGVD 29 (??/??/92)  855.406  (m)         2806.44   (f) ADJ UNCH    1 1
 EW0470
 EW0470.Superseded values are not recommended for survey control.
 EW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0470.See file dsdata.txt to determine how the superseded data were derived.
 EW0470
 EW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU812205(NAD 83)
 EW0470_MARKER: DD = SURVEY DISK
 EW0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW0470_SP_SET: HEADWALL
 EW0470_STAMPING: BM 201-84 1961 5869
 EW0470_MARK LOGO: CA-037
 EW0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0470+STABILITY: SURFACE MOTION
 EW0470
 EW0470  HISTORY     - Date     Condition        Report By
 EW0470  HISTORY     - 1961     MONUMENTED       CA-037
 EW0470  HISTORY     - 1968     GOOD             NGS
 EW0470  HISTORY     - 1977     GOOD             NGS
 EW0470  HISTORY     - 1983     GOOD             USGS
 EW0470  HISTORY     - 1984     GOOD             NGS
 EW0470  HISTORY     - 1985     GOOD             NGS
 EW0470  HISTORY     - 1986     GOOD             NGS
 EW0470
 EW0470                          STATION DESCRIPTION
 EW0470
 EW0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0470'11.1 MI SW FROM PALMDALE.
 EW0470'PALMDALE, 11.1 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0470'HIGHWAY, 1.05 MILES EAST OF JOHNSON ROAD, 377 FEET WEST OF THE
 EW0470'DRIVEWAY TO HOUSE NO. 8171, 21.5 FEET NORTHERLY OF THE CENTER
 EW0470'LINE OF SIERRA HIGHWAY, IN THE TOP OF THE NORTH HEADWALL OF
 EW0470'CULVERT NO. 34.70, 1.5 FEET WEST OF THE EAST END.  SET IN THE
 EW0470'TOP OF THE CONCRETE HEADWALL OF THE CULVERT.
 EW0470
 EW0470                          STATION RECOVERY (1977)
 EW0470
 EW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0470'ADD- 17.8 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0470'PALMDALE BOULEVARD.
 EW0470
 EW0470                          STATION RECOVERY (1983)
 EW0470
 EW0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0470'RECOVERED IN GOOD CONDITION.
 EW0470
 EW0470                          STATION RECOVERY (1984)
 EW0470
 EW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0470'RECOVERED IN GOOD CONDITION.
 EW0470
 EW0470                          STATION RECOVERY (1985)
 EW0470
 EW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0470'RECOVERED IN GOOD CONDITION.
 EW0470
 EW0470                          STATION RECOVERY (1986)
 EW0470
 EW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0471 ***********************************************************************
 EW0471  DESIGNATION -  201 85
 EW0471  PID         -  EW0471
 EW0471  STATE/COUNTY-  CA/LOS ANGELES
 EW0471  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0471
 EW0471                         *CURRENT SURVEY CONTROL
 EW0471  ___________________________________________________________________
 EW0471* NAD 83(1986)-  34 31 12.     (N)    118 18 10.     (W)     SCALED    
 EW0471* NAVD 88     -       844.757  (meters)    2771.51   (feet)  ADJUSTED  
 EW0471  ___________________________________________________________________
 EW0471  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0471  DYNAMIC HT  -         843.786 (meters)    2768.32  (feet)  COMP
 EW0471  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 EW0471
 EW0471  VERT ORDER  -  FIRST     CLASS I
 EW0471
 EW0471.The horizontal coordinates were scaled from a topographic map and have
 EW0471.an estimated accuracy of +/- 6 seconds.
 EW0471
 EW0471.The orthometric height was determined by differential leveling
 EW0471.and adjusted in June 1991.
 EW0471.WARNING-Repeat measurements at this control monument indicate possible
 EW0471.vertical movement.
 EW0471
 EW0471.The geoid height was determined by GEOID03.
 EW0471
 EW0471.The dynamic height is computed by dividing the NAVD 88
 EW0471.geopotential number by the normal gravity value computed on the
 EW0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0471.degrees latitude (g = 980.6199 gals.).
 EW0471
 EW0471.The modeled gravity was interpolated from observed gravity values.
 EW0471
 EW0471;                    North         East    Units  Estimated Accuracy
 EW0471;SPC CA 5     -   613,190.    1,972,200.      MT  (+/- 180 meters Scaled)
 EW0471
 EW0471                          SUPERSEDED SURVEY CONTROL
 EW0471
 EW0471  NGVD 29 (??/??/92)  843.891  (m)         2768.67   (f) ADJ UNCH    1 1
 EW0471
 EW0471.Superseded values are not recommended for survey control.
 EW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0471.See file dsdata.txt to determine how the superseded data were derived.
 EW0471
 EW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU804205(NAD 83)
 EW0471_MARKER: DD = SURVEY DISK
 EW0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0471_SP_SET: CONCRETE POST
 EW0471_STAMPING: BM 201-85 1961 5869
 EW0471_MARK LOGO: CA-037
 EW0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0471+STABILITY: SURFACE MOTION
 EW0471
 EW0471  HISTORY     - Date     Condition        Report By
 EW0471  HISTORY     - 1961     MONUMENTED       CA-037
 EW0471  HISTORY     - 1968     GOOD             NGS
 EW0471  HISTORY     - 1977     GOOD             NGS
 EW0471  HISTORY     - 1983     GOOD             USGS
 EW0471  HISTORY     - 1984     GOOD             NGS
 EW0471  HISTORY     - 1985     GOOD             NGS
 EW0471  HISTORY     - 1986     GOOD             NGS
 EW0471
 EW0471                          STATION DESCRIPTION
 EW0471
 EW0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0471'11.5 MI SW FROM PALMDALE.
 EW0471'PALMDALE, 11.5 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0471'HIGHWAY, 0.55 MILES EAST OF JOHNSON ROAD, 67 FEET EASTERLY OF
 EW0471'POWER POLE NO. 676392E, 52.5 FEET NORTHWESTERLY OF THE CENTER
 EW0471'LINE OF SIERRA HIGHWAY, EAST OF THE DRIVEWAY TO HOUSE NO. 9807.
 EW0471'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW0471'ABOVE THE GROUND.
 EW0471
 EW0471                          STATION RECOVERY (1977)
 EW0471
 EW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0471'ADD- 18.3 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0471'PALMDALE BOULEVARD.
 EW0471
 EW0471                          STATION RECOVERY (1983)
 EW0471
 EW0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0471'RECOVERED IN GOOD CONDITION.
 EW0471
 EW0471                          STATION RECOVERY (1984)
 EW0471
 EW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0471'RECOVERED IN GOOD CONDITION.
 EW0471
 EW0471                          STATION RECOVERY (1985)
 EW0471
 EW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0471'RECOVERED IN GOOD CONDITION.
 EW0471
 EW0471                          STATION RECOVERY (1986)
 EW0471
 EW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0472 ***********************************************************************
 EW0472  DESIGNATION -  201 86
 EW0472  PID         -  EW0472
 EW0472  STATE/COUNTY-  CA/LOS ANGELES
 EW0472  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0472
 EW0472                         *CURRENT SURVEY CONTROL
 EW0472  ___________________________________________________________________
 EW0472* NAD 83(1986)-  34 31 13.     (N)    118 18 54.     (W)     SCALED    
 EW0472* NAVD 88     -       833.263  (meters)    2733.80   (feet)  ADJUSTED  
 EW0472  ___________________________________________________________________
 EW0472  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0472  DYNAMIC HT  -         832.315 (meters)    2730.69  (feet)  COMP
 EW0472  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 EW0472  OBS GRAVITY -     979,468.4   (mgal)                       GRAV_OBS
 EW0472
 EW0472  VERT ORDER  -  FIRST     CLASS I
 EW0472
 EW0472.The horizontal coordinates were scaled from a topographic map and have
 EW0472.an estimated accuracy of +/- 6 seconds.
 EW0472
 EW0472.The orthometric height was determined by differential leveling
 EW0472.and adjusted in June 1991.
 EW0472
 EW0472.The geoid height was determined by GEOID03.
 EW0472
 EW0472.The dynamic height is computed by dividing the NAVD 88
 EW0472.geopotential number by the normal gravity value computed on the
 EW0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0472.degrees latitude (g = 980.6199 gals.).
 EW0472
 EW0472.The modeled gravity was interpolated from observed gravity values.
 EW0472.The observed gravity was obtained from relative gravimeter ties
 EW0472.to the IGSN71 gravity network.
 EW0472
 EW0472;                    North         East    Units  Estimated Accuracy
 EW0472;SPC CA 5     -   613,220.    1,971,080.      MT  (+/- 180 meters Scaled)
 EW0472
 EW0472                          SUPERSEDED SURVEY CONTROL
 EW0472
 EW0472  NGVD 29 (??/??/92)  832.402  (m)         2730.97   (f) ADJ UNCH    1 1
 EW0472
 EW0472.Superseded values are not recommended for survey control.
 EW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0472.See file dsdata.txt to determine how the superseded data were derived.
 EW0472
 EW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU793206(NAD 83)
 EW0472_MARKER: DD = SURVEY DISK
 EW0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0472_SP_SET: CONCRETE POST
 EW0472_STAMPING: BM 201-86 1961 5869
 EW0472_MARK LOGO: CA-037
 EW0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0472+STABILITY: SURFACE MOTION
 EW0472
 EW0472  HISTORY     - Date     Condition        Report By
 EW0472  HISTORY     - 1961     MONUMENTED       CA-037
 EW0472  HISTORY     - 1968     GOOD             NGS
 EW0472  HISTORY     - 1977     GOOD             NGS
 EW0472  HISTORY     - 1983     GOOD             USGS
 EW0472  HISTORY     - 1984     GOOD             NGS
 EW0472  HISTORY     - 1985     GOOD             NGS
 EW0472  HISTORY     - 1986     GOOD             NGS
 EW0472
 EW0472                          STATION DESCRIPTION
 EW0472
 EW0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0472'11.9 MI SW FROM PALMDALE.
 EW0472'PALMDALE, 11.9 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0472'HIGHWAY AND JOHNSON ROAD, 57 FEET NORTHERLY OF SIERRA HIGHWAY,
 EW0472'45 FEET EASTERLY OF THE EAST EDGE OF JOHNSON ROAD.  SET IN THE
 EW0472'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0472'GROUND.
 EW0472
 EW0472                          STATION RECOVERY (1977)
 EW0472
 EW0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0472'ADD-18.85 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0472'PALMDALE BOULEVARD.
 EW0472
 EW0472                          STATION RECOVERY (1983)
 EW0472
 EW0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0472'RECOVERED IN GOOD CONDITION.
 EW0472
 EW0472                          STATION RECOVERY (1984)
 EW0472
 EW0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0472'RECOVERED IN GOOD CONDITION.
 EW0472
 EW0472                          STATION RECOVERY (1985)
 EW0472
 EW0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0472'RECOVERED IN GOOD CONDITION.
 EW0472
 EW0472                          STATION RECOVERY (1986)
 EW0472
 EW0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0473 ***********************************************************************
 EW0473  DESIGNATION -  201 87 LA CO
 EW0473  PID         -  EW0473
 EW0473  STATE/COUNTY-  CA/LOS ANGELES
 EW0473  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0473
 EW0473                         *CURRENT SURVEY CONTROL
 EW0473  ___________________________________________________________________
 EW0473* NAD 83(1986)-  34 31 10.     (N)    118 19 19.     (W)     SCALED    
 EW0473* NAVD 88     -       833.898  (meters)    2735.88   (feet)  READJUSTED
 EW0473  ___________________________________________________________________
 EW0473  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EW0473  DYNAMIC HT  -         832.940 (meters)    2732.74  (feet)  COMP
 EW0473  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 EW0473
 EW0473  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0473
 EW0473.The horizontal coordinates were scaled from a topographic map and have
 EW0473.an estimated accuracy of +/- 6 seconds.
 EW0473
 EW0473.The orthometric height was determined by differential leveling
 EW0473.and adjusted in February 1993.
 EW0473.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0473.distribution rate of 0.0 thru 1.0 mm/km.
 EW0473.The height was derived from older observations constrained to new
 EW0473.heights in a crustal motion area.  The height is approximate in
 EW0473.relation to other heights in its vicinity.
 EW0473
 EW0473.The geoid height was determined by GEOID03.
 EW0473
 EW0473.The dynamic height is computed by dividing the NAVD 88
 EW0473.geopotential number by the normal gravity value computed on the
 EW0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0473.degrees latitude (g = 980.6199 gals.).
 EW0473
 EW0473.The modeled gravity was interpolated from observed gravity values.
 EW0473
 EW0473;                    North         East    Units  Estimated Accuracy
 EW0473;SPC CA 5     -   613,130.    1,970,440.      MT  (+/- 180 meters Scaled)
 EW0473
 EW0473                          SUPERSEDED SURVEY CONTROL
 EW0473
 EW0473  NGVD 29 (??/??/92)  833.033  (m)         2733.04   (f) ADJ UNCH    1 1
 EW0473
 EW0473.Superseded values are not recommended for survey control.
 EW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0473.See file dsdata.txt to determine how the superseded data were derived.
 EW0473
 EW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU786205(NAD 83)
 EW0473_MARKER: DD = SURVEY DISK
 EW0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0473_STAMPING: BM 201-87 1961 5869
 EW0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0473+STABILITY: SURFACE MOTION
 EW0473
 EW0473  HISTORY     - Date     Condition        Report By
 EW0473  HISTORY     - 1961     MONUMENTED       CA-037
 EW0473  HISTORY     - 1968     GOOD             NGS
 EW0473  HISTORY     - 1977     GOOD             NGS
 EW0473
 EW0473                          STATION DESCRIPTION
 EW0473
 EW0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0473'12.3 MI SW FROM PALMDALE.
 EW0473'PALMDALE, 12.3 MILES SOUTHWESTERLY FROM SPRR STATION.  SIERRA
 EW0473'HIGHWAY, 0.3 MILES WESTERLY OF AGUA DULCE CANYON ROAD, 169 FEET
 EW0473'EASTERLY OF CULVERT NO. 36.21, 22.3 FEET NORTH OF THE NORTH
 EW0473'EDGE OF THE ASPHALT GUTTER OF THE HIGHWAY, 4.6 FEET EASTERLY
 EW0473'OF POWER POLE NO. 724426E WHICH IS THE MOST WESTERLY OF A ROW
 EW0473'OF 5 POWER LINE TRANSFORMERS POLES.  SET IN THE TOP OF A CONCRETE
 EW0473'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 EW0473
 EW0473                          STATION RECOVERY (1977)
 EW0473
 EW0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0473'ADD- 19.5 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0473'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0969 ***********************************************************************
 EW0969  DESIGNATION -  201 88
 EW0969  PID         -  EW0969
 EW0969  STATE/COUNTY-  CA/LOS ANGELES
 EW0969  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0969
 EW0969                         *CURRENT SURVEY CONTROL
 EW0969  ___________________________________________________________________
 EW0969* NAD 83(1986)-  34 30 58.     (N)    118 19 52.     (W)     SCALED    
 EW0969* NAVD 88     -       803.993  (meters)    2637.77   (feet)  ADJUSTED  
 EW0969  ___________________________________________________________________
 EW0969  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EW0969  DYNAMIC HT  -         803.076 (meters)    2634.76  (feet)  COMP
 EW0969  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 EW0969
 EW0969  VERT ORDER  -  FIRST     CLASS I
 EW0969
 EW0969.The horizontal coordinates were scaled from a topographic map and have
 EW0969.an estimated accuracy of +/- 6 seconds.
 EW0969
 EW0969.The orthometric height was determined by differential leveling
 EW0969.and adjusted in June 1991.
 EW0969.WARNING-Repeat measurements at this control monument indicate possible
 EW0969.vertical movement.
 EW0969
 EW0969.The geoid height was determined by GEOID03.
 EW0969
 EW0969.The dynamic height is computed by dividing the NAVD 88
 EW0969.geopotential number by the normal gravity value computed on the
 EW0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0969.degrees latitude (g = 980.6199 gals.).
 EW0969
 EW0969.The modeled gravity was interpolated from observed gravity values.
 EW0969
 EW0969;                    North         East    Units  Estimated Accuracy
 EW0969;SPC CA 5     -   612,760.    1,969,600.      MT  (+/- 180 meters Scaled)
 EW0969
 EW0969                          SUPERSEDED SURVEY CONTROL
 EW0969
 EW0969  NGVD 29 (??/??/92)  803.135  (m)         2634.95   (f) ADJ UNCH    1 1
 EW0969
 EW0969.Superseded values are not recommended for survey control.
 EW0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0969.See file dsdata.txt to determine how the superseded data were derived.
 EW0969
 EW0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU778201(NAD 83)
 EW0969_MARKER: DD = SURVEY DISK
 EW0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0969_SP_SET: CONCRETE POST
 EW0969_STAMPING: BM 201-88 1961 5869
 EW0969_MARK LOGO: CA-037
 EW0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0969+STABILITY: SURFACE MOTION
 EW0969
 EW0969  HISTORY     - Date     Condition        Report By
 EW0969  HISTORY     - 1961     MONUMENTED       CA-037
 EW0969  HISTORY     - 1968     GOOD             NGS
 EW0969  HISTORY     - 1977     GOOD             NGS
 EW0969  HISTORY     - 1983     GOOD             USGS
 EW0969  HISTORY     - 1984     GOOD             NGS
 EW0969  HISTORY     - 1985     GOOD             NGS
 EW0969  HISTORY     - 1986     GOOD             NGS
 EW0969
 EW0969                          STATION DESCRIPTION
 EW0969
 EW0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0969'10.3 MI NE FROM SOLAMINT.
 EW0969'SOLAMINT, 10.3 MILES NORTHEASTERLY.  SIERRA HIGHWAY, 0.9 MILES
 EW0969'WESTERLY OF AGUA DULCE CANYON ROAD, 277 FEET WESTERLY OF CULVERT
 EW0969'NO. 36.69, 55.2 FEET NORTHERLY OF THE CENTER LINE OF SIERRA
 EW0969'HIGHWAY, 7.4 FEET EASTERLY OF POWER POLE NO. 1029478E.  SET IN
 EW0969'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE
 EW0969'GROUND.
 EW0969
 EW0969                          STATION RECOVERY (1977)
 EW0969
 EW0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0969'ADD- 20.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0969'PALMDALE BOULEVARD.
 EW0969
 EW0969                          STATION RECOVERY (1983)
 EW0969
 EW0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0969'RECOVERED IN GOOD CONDITION.
 EW0969
 EW0969                          STATION RECOVERY (1984)
 EW0969
 EW0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0969'RECOVERED IN GOOD CONDITION.
 EW0969
 EW0969                          STATION RECOVERY (1985)
 EW0969
 EW0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0969'RECOVERED IN GOOD CONDITION.
 EW0969
 EW0969                          STATION RECOVERY (1986)
 EW0969
 EW0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0970 ***********************************************************************
 EW0970  DESIGNATION -  201 88 A LA CO
 EW0970  PID         -  EW0970
 EW0970  STATE/COUNTY-  CA/LOS ANGELES
 EW0970  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0970
 EW0970                         *CURRENT SURVEY CONTROL
 EW0970  ___________________________________________________________________
 EW0970* NAD 83(1986)-  34 30 54.     (N)    118 20 02.     (W)     SCALED    
 EW0970* NAVD 88     -       779.973  (meters)    2558.96   (feet)  READJUSTED
 EW0970  ___________________________________________________________________
 EW0970  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 EW0970  DYNAMIC HT  -         779.080 (meters)    2556.03  (feet)  COMP
 EW0970  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 EW0970
 EW0970  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0970
 EW0970.The horizontal coordinates were scaled from a topographic map and have
 EW0970.an estimated accuracy of +/- 6 seconds.
 EW0970
 EW0970.The orthometric height was determined by differential leveling
 EW0970.and adjusted in February 1993.
 EW0970.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0970.distribution rate of 0.0 thru 1.0 mm/km.
 EW0970.The height was derived from older observations constrained to new
 EW0970.heights in a crustal motion area.  The height is approximate in
 EW0970.relation to other heights in its vicinity.
 EW0970
 EW0970.The geoid height was determined by GEOID03.
 EW0970
 EW0970.The dynamic height is computed by dividing the NAVD 88
 EW0970.geopotential number by the normal gravity value computed on the
 EW0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0970.degrees latitude (g = 980.6199 gals.).
 EW0970
 EW0970.The modeled gravity was interpolated from observed gravity values.
 EW0970
 EW0970;                    North         East    Units  Estimated Accuracy
 EW0970;SPC CA 5     -   612,640.    1,969,340.      MT  (+/- 180 meters Scaled)
 EW0970
 EW0970                          SUPERSEDED SURVEY CONTROL
 EW0970
 EW0970  NGVD 29 (??/??/92)  779.114  (m)         2556.14   (f) ADJ UNCH    1 1
 EW0970
 EW0970.Superseded values are not recommended for survey control.
 EW0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0970.See file dsdata.txt to determine how the superseded data were derived.
 EW0970
 EW0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU775200(NAD 83)
 EW0970_MARKER: N = NAIL
 EW0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0970_SP_SET: CULVERT
 EW0970_STAMPING: BM LA COUNTY RD DEPARTMENT
 EW0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0970
 EW0970  HISTORY     - Date     Condition        Report By
 EW0970  HISTORY     - UNK      MONUMENTED       CA-037
 EW0970  HISTORY     - 1968     GOOD             NGS
 EW0970  HISTORY     - 1977     GOOD             NGS
 EW0970
 EW0970                          STATION DESCRIPTION
 EW0970
 EW0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0970'10.1 MI NE FROM SOLAMINT.
 EW0970'SOLAMINT, 10.1 MILES NORTHEASTERLY.  SIERRA HIGHWAY, 1.15 MILES
 EW0970'WEST OF AGUA DULCE CANYON ROAD, 21.7 FEET SOUTHEAST OF THE
 EW0970'APPROXIMATE CENTER LINE OF SIERRA HIGHWAY, IN THE SOUTHEASTERLY
 EW0970'CONCRETE HEADWALL OF CULVERT AT HIGHWAY STATION 37.02.  SET IN
 EW0970'LEAD IN THE TOP OF THE CONCRETE HEADWALL, 1.4 FEET SOUTHWEST
 EW0970'OF THE NORTHEAST END.
 EW0970
 EW0970                          STATION RECOVERY (1977)
 EW0970
 EW0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0970'ADD- 20.35 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0970'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0971 ***********************************************************************
 EW0971  DESIGNATION -  201 89
 EW0971  PID         -  EW0971
 EW0971  STATE/COUNTY-  CA/LOS ANGELES
 EW0971  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0971
 EW0971                         *CURRENT SURVEY CONTROL
 EW0971  ___________________________________________________________________
 EW0971* NAD 83(1986)-  34 30 45.     (N)    118 20 26.     (W)     SCALED    
 EW0971* NAVD 88     -       749.194  (meters)    2457.98   (feet)  ADJUSTED  
 EW0971  ___________________________________________________________________
 EW0971  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW0971  DYNAMIC HT  -         748.344 (meters)    2455.19  (feet)  COMP
 EW0971  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 EW0971  OBS GRAVITY -     979,482.8   (mgal)                       GRAV_OBS
 EW0971
 EW0971  VERT ORDER  -  FIRST     CLASS I
 EW0971
 EW0971.The horizontal coordinates were scaled from a topographic map and have
 EW0971.an estimated accuracy of +/- 6 seconds.
 EW0971
 EW0971.The orthometric height was determined by differential leveling
 EW0971.and adjusted in June 1991.
 EW0971.WARNING-Repeat measurements at this control monument indicate possible
 EW0971.vertical movement.
 EW0971
 EW0971.The geoid height was determined by GEOID03.
 EW0971
 EW0971.The dynamic height is computed by dividing the NAVD 88
 EW0971.geopotential number by the normal gravity value computed on the
 EW0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0971.degrees latitude (g = 980.6199 gals.).
 EW0971
 EW0971.The modeled gravity was interpolated from observed gravity values.
 EW0971.The observed gravity was obtained from relative gravimeter ties
 EW0971.to the IGSN71 gravity network.
 EW0971
 EW0971;                    North         East    Units  Estimated Accuracy
 EW0971;SPC CA 5     -   612,360.    1,968,730.      MT  (+/- 180 meters Scaled)
 EW0971
 EW0971                          SUPERSEDED SURVEY CONTROL
 EW0971
 EW0971  NGVD 29 (??/??/92)  748.337  (m)         2455.17   (f) ADJ UNCH    1 1
 EW0971
 EW0971.Superseded values are not recommended for survey control.
 EW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0971.See file dsdata.txt to determine how the superseded data were derived.
 EW0971
 EW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU769197(NAD 83)
 EW0971_MARKER: DD = SURVEY DISK
 EW0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0971_SP_SET: CONCRETE POST
 EW0971_STAMPING: BM 201-89 1961 5869
 EW0971_MARK LOGO: CA-037
 EW0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0971+STABILITY: SURFACE MOTION
 EW0971
 EW0971  HISTORY     - Date     Condition        Report By
 EW0971  HISTORY     - 1961     MONUMENTED       CA-037
 EW0971  HISTORY     - 1968     GOOD             NGS
 EW0971  HISTORY     - 1977     GOOD             NGS
 EW0971  HISTORY     - 1983     GOOD             USGS
 EW0971  HISTORY     - 1984     GOOD             NGS
 EW0971  HISTORY     - 1985     GOOD             NGS
 EW0971  HISTORY     - 1986     GOOD             NGS
 EW0971
 EW0971                          STATION DESCRIPTION
 EW0971
 EW0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0971'9.7 MI NE FROM SOLAMINT.
 EW0971'SOLAMINT, 9.7 MILES NORTHEASTERLY.  SIERRA HIGHWAY, 1.55 MILES
 EW0971'WESTERLY OF AGUA DULCE CANYON ROAD, 38.8 FEET SOUTH OF THE
 EW0971'CENTER LINE OF SIERRA HIGHWAY, 4.2 FEET EASTERLY OF A L.A. COUNTY
 EW0971'FIRE DEPARTMENT TELEPHONE POLE, OPPOSITE HOUSE NO. 11809, SET IN
 EW0971'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 EW0971'GROUND.
 EW0971
 EW0971                          STATION RECOVERY (1977)
 EW0971
 EW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0971'ADD- 20.7 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0971'PALMDALE BOULEVARD.
 EW0971
 EW0971                          STATION RECOVERY (1983)
 EW0971
 EW0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0971'RECOVERED IN GOOD CONDITION.
 EW0971
 EW0971                          STATION RECOVERY (1984)
 EW0971
 EW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0971'RECOVERED IN GOOD CONDITION.
 EW0971
 EW0971                          STATION RECOVERY (1985)
 EW0971
 EW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0971'RECOVERED IN GOOD CONDITION.
 EW0971
 EW0971                          STATION RECOVERY (1986)
 EW0971
 EW0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0972 ***********************************************************************
 EW0972  DESIGNATION -  201 90
 EW0972  PID         -  EW0972
 EW0972  STATE/COUNTY-  CA/LOS ANGELES
 EW0972  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0972
 EW0972                         *CURRENT SURVEY CONTROL
 EW0972  ___________________________________________________________________
 EW0972* NAD 83(1986)-  34 30 41.     (N)    118 20 52.     (W)     SCALED    
 EW0972* NAVD 88     -       733.863  (meters)    2407.68   (feet)  ADJUSTED  
 EW0972  ___________________________________________________________________
 EW0972  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 EW0972  DYNAMIC HT  -         733.035 (meters)    2404.97  (feet)  COMP
 EW0972  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 EW0972
 EW0972  VERT ORDER  -  FIRST     CLASS I
 EW0972
 EW0972.The horizontal coordinates were scaled from a topographic map and have
 EW0972.an estimated accuracy of +/- 6 seconds.
 EW0972
 EW0972.The orthometric height was determined by differential leveling
 EW0972.and adjusted in June 1991.
 EW0972
 EW0972.The geoid height was determined by GEOID03.
 EW0972
 EW0972.The dynamic height is computed by dividing the NAVD 88
 EW0972.geopotential number by the normal gravity value computed on the
 EW0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0972.degrees latitude (g = 980.6199 gals.).
 EW0972
 EW0972.The modeled gravity was interpolated from observed gravity values.
 EW0972
 EW0972;                    North         East    Units  Estimated Accuracy
 EW0972;SPC CA 5     -   612,240.    1,968,070.      MT  (+/- 180 meters Scaled)
 EW0972
 EW0972                          SUPERSEDED SURVEY CONTROL
 EW0972
 EW0972  NGVD 29 (??/??/92)  733.013  (m)         2404.89   (f) ADJ UNCH    1 1
 EW0972
 EW0972.Superseded values are not recommended for survey control.
 EW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0972.See file dsdata.txt to determine how the superseded data were derived.
 EW0972
 EW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU762196(NAD 83)
 EW0972_MARKER: DD = SURVEY DISK
 EW0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0972_SP_SET: CONCRETE POST
 EW0972_STAMPING: BM 201-90 1961 5869
 EW0972_MARK LOGO: CA-037
 EW0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0972+STABILITY: SURFACE MOTION
 EW0972
 EW0972  HISTORY     - Date     Condition        Report By
 EW0972  HISTORY     - 1961     MONUMENTED       CA-037
 EW0972  HISTORY     - 1968     GOOD             NGS
 EW0972  HISTORY     - 1977     GOOD             NGS
 EW0972  HISTORY     - 1983     GOOD             USGS
 EW0972  HISTORY     - 1984     GOOD             NGS
 EW0972  HISTORY     - 1985     GOOD             NGS
 EW0972  HISTORY     - 1986     GOOD             NGS
 EW0972
 EW0972                          STATION DESCRIPTION
 EW0972
 EW0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0972'9.3 MI NE FROM SOLAMINT.
 EW0972'SOLAMINT, 9.3 MILES NORTHEASTERLY.  SIERRA HIGHWAY, 3.8 MILES
 EW0972'NORTHEASTERLY OF DAVENPORT ROAD, 1.9 MILES WEST OF AGUA DULCE
 EW0972'CANYON ROAD, 578 FEET WEST OF CULVERT NO. D 37.67, 58 FEET
 EW0972'NORTH OF THE CENTER LINE OF SIERRA HIGHWAY ON THE GROUNDS OF
 EW0972'HOUSE NO. 12117 (SIERRA PELONA MOTEL), 13.8 FEET WEST OF THE
 EW0972'WEST WALK, 1 FOOT SOUTH OF A 2 FOOT HIGH STONE WALL IN FRONT OF
 EW0972'THE MOTEL.  SET IN THE TOP OF A CONCRETE POST.
 EW0972
 EW0972                          STATION RECOVERY (1977)
 EW0972
 EW0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0972'ADD- 21.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0972'PALMDALE BOULEVARD.
 EW0972
 EW0972                          STATION RECOVERY (1983)
 EW0972
 EW0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0972'RECOVERED IN GOOD CONDITION.
 EW0972
 EW0972                          STATION RECOVERY (1984)
 EW0972
 EW0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0972'RECOVERED IN GOOD CONDITION.
 EW0972
 EW0972                          STATION RECOVERY (1985)
 EW0972
 EW0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0972'RECOVERED IN GOOD CONDITION.
 EW0972
 EW0972                          STATION RECOVERY (1986)
 EW0972
 EW0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0973 ***********************************************************************
 EW0973  DESIGNATION -  201 91
 EW0973  PID         -  EW0973
 EW0973  STATE/COUNTY-  CA/LOS ANGELES
 EW0973  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0973
 EW0973                         *CURRENT SURVEY CONTROL
 EW0973  ___________________________________________________________________
 EW0973* NAD 83(1986)-  34 30 38.     (N)    118 21 23.     (W)     SCALED    
 EW0973* NAVD 88     -       714.566  (meters)    2344.37   (feet)  ADJUSTED  
 EW0973  ___________________________________________________________________
 EW0973  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 EW0973  DYNAMIC HT  -         713.764 (meters)    2341.74  (feet)  COMP
 EW0973  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 EW0973
 EW0973  VERT ORDER  -  FIRST     CLASS I
 EW0973
 EW0973.The horizontal coordinates were scaled from a topographic map and have
 EW0973.an estimated accuracy of +/- 6 seconds.
 EW0973
 EW0973.The orthometric height was determined by differential leveling
 EW0973.and adjusted in June 1991.
 EW0973.WARNING-Repeat measurements at this control monument indicate possible
 EW0973.vertical movement.
 EW0973
 EW0973.The geoid height was determined by GEOID03.
 EW0973
 EW0973.The dynamic height is computed by dividing the NAVD 88
 EW0973.geopotential number by the normal gravity value computed on the
 EW0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0973.degrees latitude (g = 980.6199 gals.).
 EW0973
 EW0973.The modeled gravity was interpolated from observed gravity values.
 EW0973
 EW0973;                    North         East    Units  Estimated Accuracy
 EW0973;SPC CA 5     -   612,150.    1,967,280.      MT  (+/- 180 meters Scaled)
 EW0973
 EW0973                          SUPERSEDED SURVEY CONTROL
 EW0973
 EW0973  NGVD 29 (??/??/92)  713.712  (m)         2341.57   (f) ADJ UNCH    1 1
 EW0973
 EW0973.Superseded values are not recommended for survey control.
 EW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0973.See file dsdata.txt to determine how the superseded data were derived.
 EW0973
 EW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU754196(NAD 83)
 EW0973_MARKER: DD = SURVEY DISK
 EW0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0973_SP_SET: CONCRETE POST
 EW0973_STAMPING: BM 201-91 1961 5869
 EW0973_MARK LOGO: CA-037
 EW0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0973+STABILITY: SURFACE MOTION
 EW0973
 EW0973  HISTORY     - Date     Condition        Report By
 EW0973  HISTORY     - 1961     MONUMENTED       CA-037
 EW0973  HISTORY     - 1968     GOOD             NGS
 EW0973  HISTORY     - 1977     GOOD             NGS
 EW0973  HISTORY     - 1983     GOOD             USGS
 EW0973  HISTORY     - 1984     GOOD             NGS
 EW0973  HISTORY     - 1985     GOOD             NGS
 EW0973  HISTORY     - 1986     GOOD             NGS
 EW0973
 EW0973                          STATION DESCRIPTION
 EW0973
 EW0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0973'8.9 MI NE FROM SOLAMINT.
 EW0973'SOLAMINT, 8.9 MILES NORTHEASTERLY.  SIERRA HIGHWAY, 3.2 MILES
 EW0973'NORTHEASTERLY OF DAVENPORT ROAD, 77 FEET WEST OF THE PROJECTION
 EW0973'OF THE WEST SIDE OF HOUSE NO. 12645, 31.7 FEET SOUTH OF THE
 EW0973'CENTER LINE OF SIERRA HIGHWAY, 4.3 FEET SOUTHWESTERLY OF A
 EW0973'TELEPHONE POLE.  (L.A. CO. F.D.) SET IN THE TOP OF A CONCRETE
 EW0973'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0973
 EW0973                          STATION RECOVERY (1977)
 EW0973
 EW0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0973'ADD- 21.6 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0973'PALMDALE BOULEVARD.
 EW0973
 EW0973                          STATION RECOVERY (1983)
 EW0973
 EW0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0973'RECOVERED IN GOOD CONDITION.
 EW0973
 EW0973                          STATION RECOVERY (1984)
 EW0973
 EW0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0973'RECOVERED IN GOOD CONDITION.
 EW0973
 EW0973                          STATION RECOVERY (1985)
 EW0973
 EW0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0973'RECOVERED IN GOOD CONDITION.
 EW0973
 EW0973                          STATION RECOVERY (1986)
 EW0973
 EW0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0974 ***********************************************************************
 EW0974  DESIGNATION -  201 92
 EW0974  PID         -  EW0974
 EW0974  STATE/COUNTY-  CA/LOS ANGELES
 EW0974  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0974
 EW0974                         *CURRENT SURVEY CONTROL
 EW0974  ___________________________________________________________________
 EW0974* NAD 83(1986)-  34 30 30.     (N)    118 21 53.     (W)     SCALED    
 EW0974* NAVD 88     -       688.658  (meters)    2259.37   (feet)  ADJUSTED  
 EW0974  ___________________________________________________________________
 EW0974  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 EW0974  DYNAMIC HT  -         687.890 (meters)    2256.85  (feet)  COMP
 EW0974  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 EW0974
 EW0974  VERT ORDER  -  FIRST     CLASS I
 EW0974
 EW0974.The horizontal coordinates were scaled from a topographic map and have
 EW0974.an estimated accuracy of +/- 6 seconds.
 EW0974
 EW0974.The orthometric height was determined by differential leveling
 EW0974.and adjusted in June 1991.
 EW0974.WARNING-Repeat measurements at this control monument indicate possible
 EW0974.vertical movement.
 EW0974
 EW0974.The geoid height was determined by GEOID03.
 EW0974
 EW0974.The dynamic height is computed by dividing the NAVD 88
 EW0974.geopotential number by the normal gravity value computed on the
 EW0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0974.degrees latitude (g = 980.6199 gals.).
 EW0974
 EW0974.The modeled gravity was interpolated from observed gravity values.
 EW0974
 EW0974;                    North         East    Units  Estimated Accuracy
 EW0974;SPC CA 5     -   611,910.    1,966,510.      MT  (+/- 180 meters Scaled)
 EW0974
 EW0974                          SUPERSEDED SURVEY CONTROL
 EW0974
 EW0974  NGVD 29 (??/??/92)  687.808  (m)         2256.58   (f) ADJ UNCH    1 1
 EW0974
 EW0974.Superseded values are not recommended for survey control.
 EW0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0974.See file dsdata.txt to determine how the superseded data were derived.
 EW0974
 EW0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU747193(NAD 83)
 EW0974_MARKER: DD = SURVEY DISK
 EW0974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW0974_SP_SET: HEADWALL
 EW0974_STAMPING: BM 201-92 1961 5869
 EW0974_MARK LOGO: CA-037
 EW0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0974+STABILITY: SURFACE MOTION
 EW0974
 EW0974  HISTORY     - Date     Condition        Report By
 EW0974  HISTORY     - 1961     MONUMENTED       CA-037
 EW0974  HISTORY     - 1968     GOOD             NGS
 EW0974  HISTORY     - 1977     GOOD             NGS
 EW0974  HISTORY     - 1983     GOOD             USGS
 EW0974  HISTORY     - 1984     GOOD             NGS
 EW0974  HISTORY     - 1985     GOOD             NGS
 EW0974  HISTORY     - 1986     GOOD             NGS
 EW0974
 EW0974                          STATION DESCRIPTION
 EW0974
 EW0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0974'8.5 MI NE FROM SOLAMINT.
 EW0974'SOLAMINT, 8.5 MILES NORTHEASTERLY.  SIERRA HIGHWAY AND CENTER
 EW0974'STREET, 54 FEET SOUTH AND 10 FEET WEST OF CENTER LINE
 EW0974'INTERSECTION, IN THE WEST END OF THE NORTH HEADWALL OF A CULVERT
 EW0974'UNDER THE DRIVEWAY TO WILSONS RESTAURANT.  SET IN THE TOP OF THE
 EW0974'CONCRETE HEADWALL OF THE CULVERT.
 EW0974
 EW0974                          STATION RECOVERY (1977)
 EW0974
 EW0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0974'ADD- 22.1 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0974'PALMDALE BOULEVARD.
 EW0974
 EW0974                          STATION RECOVERY (1983)
 EW0974
 EW0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0974'RECOVERED IN GOOD CONDITION.
 EW0974
 EW0974                          STATION RECOVERY (1984)
 EW0974
 EW0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0974'RECOVERED IN GOOD CONDITION.
 EW0974
 EW0974                          STATION RECOVERY (1985)
 EW0974
 EW0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0974'RECOVERED IN GOOD CONDITION.
 EW0974
 EW0974                          STATION RECOVERY (1986)
 EW0974
 EW0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0975 ***********************************************************************
 EW0975  DESIGNATION -  201 92 A LA CO
 EW0975  PID         -  EW0975
 EW0975  STATE/COUNTY-  CA/LOS ANGELES
 EW0975  USGS QUAD   -  SLEEPY VALLEY (1995)
 EW0975
 EW0975                         *CURRENT SURVEY CONTROL
 EW0975  ___________________________________________________________________
 EW0975* NAD 83(1986)-  34 30 25.     (N)    118 22 16.     (W)     SCALED    
 EW0975* NAVD 88     -       662.871  (meters)    2174.77   (feet)  READJUSTED
 EW0975  ___________________________________________________________________
 EW0975  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 EW0975  DYNAMIC HT  -         662.130 (meters)    2172.34  (feet)  COMP
 EW0975  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 EW0975  OBS GRAVITY -     979,496.7   (mgal)                       GRAV_OBS
 EW0975
 EW0975  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW0975
 EW0975.The horizontal coordinates were scaled from a topographic map and have
 EW0975.an estimated accuracy of +/- 6 seconds.
 EW0975
 EW0975.The orthometric height was determined by differential leveling
 EW0975.and adjusted in February 1993.
 EW0975.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW0975.distribution rate of 2.1 thru 3.0 mm/km.
 EW0975.The height was derived from older observations constrained to new
 EW0975.heights in a crustal motion area.  The height is approximate in
 EW0975.relation to other heights in its vicinity.
 EW0975
 EW0975.The geoid height was determined by GEOID03.
 EW0975
 EW0975.The dynamic height is computed by dividing the NAVD 88
 EW0975.geopotential number by the normal gravity value computed on the
 EW0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0975.degrees latitude (g = 980.6199 gals.).
 EW0975
 EW0975.The modeled gravity was interpolated from observed gravity values.
 EW0975.The observed gravity was obtained from relative gravimeter ties
 EW0975.to the IGSN71 gravity network.
 EW0975
 EW0975;                    North         East    Units  Estimated Accuracy
 EW0975;SPC CA 5     -   611,760.    1,965,920.      MT  (+/- 180 meters Scaled)
 EW0975
 EW0975                          SUPERSEDED SURVEY CONTROL
 EW0975
 EW0975  NGVD 29 (??/??/92)  662.028  (m)         2172.00   (f) ADJ UNCH    1 1
 EW0975
 EW0975.Superseded values are not recommended for survey control.
 EW0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0975.See file dsdata.txt to determine how the superseded data were derived.
 EW0975
 EW0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU741192(NAD 83)
 EW0975_MARKER: DD = SURVEY DISK
 EW0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0975_SP_SET: CULVERT
 EW0975_STAMPING: BM 201-92 A 1968 5869
 EW0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0975
 EW0975  HISTORY     - Date     Condition        Report By
 EW0975  HISTORY     - 1968     MONUMENTED       CA-037
 EW0975  HISTORY     - 1968     GOOD             NGS
 EW0975  HISTORY     - 1977     GOOD             NGS
 EW0975
 EW0975                          STATION DESCRIPTION
 EW0975
 EW0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW0975'8.7 MI NE FROM SOLAMINT.
 EW0975'SOLAMINT, 8.7 MI NE, SIERRA HWY ABOUT 2.3 MI NE OF DAVENPORT
 EW0975'RD, 85.5 FT NE OF A HEADWALL OF CULVERT AT HIGHWAY STATION
 EW0975'NO. 39.20, 79.8 FT N OF THE APPROXIMATE CENTER LINE OF SIERRA
 EW0975'HWY, 21 FT S OF THE CENTER LINE OF OLD MINT CANYON HWY, AT A
 EW0975'CULVERT.  SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF
 EW0975'CULVERT 2.9 FT E OF THE W END.
 EW0975
 EW0975                          STATION RECOVERY (1977)
 EW0975
 EW0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0975'ADD- 22.5 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0975'PALMDALE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0976 ***********************************************************************
 EW0976  DESIGNATION -  201 93
 EW0976  PID         -  EW0976
 EW0976  STATE/COUNTY-  CA/LOS ANGELES
 EW0976  USGS QUAD   -  GREEN VALLEY (1995)
 EW0976
 EW0976                         *CURRENT SURVEY CONTROL
 EW0976  ___________________________________________________________________
 EW0976* NAD 83(1986)-  34 30 14.     (N)    118 22 33.     (W)     SCALED    
 EW0976* NAVD 88     -       652.973  (meters)    2142.30   (feet)  ADJUSTED  
 EW0976  ___________________________________________________________________
 EW0976  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 EW0976  DYNAMIC HT  -         652.248 (meters)    2139.92  (feet)  COMP
 EW0976  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 EW0976
 EW0976  VERT ORDER  -  FIRST     CLASS I
 EW0976
 EW0976.The horizontal coordinates were scaled from a topographic map and have
 EW0976.an estimated accuracy of +/- 6 seconds.
 EW0976
 EW0976.The orthometric height was determined by differential leveling
 EW0976.and adjusted in June 1991.
 EW0976.WARNING-Repeat measurements at this control monument indicate possible
 EW0976.vertical movement.
 EW0976
 EW0976.The geoid height was determined by GEOID03.
 EW0976
 EW0976.The dynamic height is computed by dividing the NAVD 88
 EW0976.geopotential number by the normal gravity value computed on the
 EW0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0976.degrees latitude (g = 980.6199 gals.).
 EW0976
 EW0976.The modeled gravity was interpolated from observed gravity values.
 EW0976
 EW0976;                    North         East    Units  Estimated Accuracy
 EW0976;SPC CA 5     -   611,420.    1,965,490.      MT  (+/- 180 meters Scaled)
 EW0976
 EW0976                          SUPERSEDED SURVEY CONTROL
 EW0976
 EW0976  NGVD 29 (??/??/92)  652.139  (m)         2139.56   (f) ADJ UNCH    1 1
 EW0976
 EW0976.Superseded values are not recommended for survey control.
 EW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0976.See file dsdata.txt to determine how the superseded data were derived.
 EW0976
 EW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU736188(NAD 83)
 EW0976_MARKER: DD = SURVEY DISK
 EW0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0976_SP_SET: CONCRETE POST
 EW0976_STAMPING: BM 201-93 1961 5869
 EW0976_MARK LOGO: CA-037
 EW0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0976+STABILITY: SURFACE MOTION
 EW0976
 EW0976  HISTORY     - Date     Condition        Report By
 EW0976  HISTORY     - 1961     MONUMENTED       CA-037
 EW0976  HISTORY     - 1968     GOOD             CA-037
 EW0976  HISTORY     - 1977     GOOD             NGS
 EW0976  HISTORY     - 1983     GOOD             USGS
 EW0976  HISTORY     - 1984     GOOD             NGS
 EW0976  HISTORY     - 1985     GOOD             NGS
 EW0976  HISTORY     - 1986     GOOD             NGS
 EW0976
 EW0976                          STATION DESCRIPTION
 EW0976
 EW0976'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0976'7.9 MI NE FROM SOLAMINT.
 EW0976'SOLAMINT, 7.9 MI NE, 2 MI NE OF DAVENPORT RD, 0.6 MI W OF
 EW0976'SPRING STREET, 46 FT NW OF THE CENTER LINE OF SIERRA HWY, 17.7
 EW0976'FT NW OF PP 1504815E.  SET IN THE TOP OF A CONCRETE POST
 EW0976'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW0976
 EW0976                          STATION RECOVERY (1977)
 EW0976
 EW0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0976'ADD- 22.8 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0976'PALMDALE BOULEVARD.
 EW0976
 EW0976                          STATION RECOVERY (1983)
 EW0976
 EW0976'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0976'RECOVERED IN GOOD CONDITION.
 EW0976
 EW0976                          STATION RECOVERY (1984)
 EW0976
 EW0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0976'RECOVERED IN GOOD CONDITION.
 EW0976
 EW0976                          STATION RECOVERY (1985)
 EW0976
 EW0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0976'RECOVERED IN GOOD CONDITION.
 EW0976
 EW0976                          STATION RECOVERY (1986)
 EW0976
 EW0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0977 ***********************************************************************
 EW0977  DESIGNATION -  201 94
 EW0977  PID         -  EW0977
 EW0977  STATE/COUNTY-  CA/LOS ANGELES
 EW0977  USGS QUAD   -  MINT CANYON (1995)
 EW0977
 EW0977                         *CURRENT SURVEY CONTROL
 EW0977  ___________________________________________________________________
 EW0977* NAD 83(1986)-  34 29 59.     (N)    118 22 55.     (W)     SCALED    
 EW0977* NAVD 88     -       636.986  (meters)    2089.84   (feet)  ADJUSTED  
 EW0977  ___________________________________________________________________
 EW0977  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EW0977  DYNAMIC HT  -         636.281 (meters)    2087.53  (feet)  COMP
 EW0977  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 EW0977
 EW0977  VERT ORDER  -  FIRST     CLASS I
 EW0977
 EW0977.The horizontal coordinates were scaled from a topographic map and have
 EW0977.an estimated accuracy of +/- 6 seconds.
 EW0977
 EW0977.The orthometric height was determined by differential leveling
 EW0977.and adjusted in June 1991.
 EW0977
 EW0977.The geoid height was determined by GEOID03.
 EW0977
 EW0977.The dynamic height is computed by dividing the NAVD 88
 EW0977.geopotential number by the normal gravity value computed on the
 EW0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0977.degrees latitude (g = 980.6199 gals.).
 EW0977
 EW0977.The modeled gravity was interpolated from observed gravity values.
 EW0977
 EW0977;                    North         East    Units  Estimated Accuracy
 EW0977;SPC CA 5     -   610,960.    1,964,930.      MT  (+/- 180 meters Scaled)
 EW0977
 EW0977                          SUPERSEDED SURVEY CONTROL
 EW0977
 EW0977  NGVD 29 (??/??/92)  636.145  (m)         2087.09   (f) ADJ UNCH    1 1
 EW0977
 EW0977.Superseded values are not recommended for survey control.
 EW0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0977.See file dsdata.txt to determine how the superseded data were derived.
 EW0977
 EW0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU731184(NAD 83)
 EW0977_MARKER: DD = SURVEY DISK
 EW0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0977_SP_SET: CONCRETE POST
 EW0977_STAMPING: BM 201-94 1961 5869
 EW0977_MARK LOGO: CA-037
 EW0977_PROJECTION: RECESSED 1 CENTIMETERS
 EW0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0977+STABILITY: SURFACE MOTION
 EW0977
 EW0977  HISTORY     - Date     Condition        Report By
 EW0977  HISTORY     - 1961     MONUMENTED       CA-037
 EW0977  HISTORY     - 1968     GOOD             CA-037
 EW0977  HISTORY     - 1977     GOOD             NGS
 EW0977  HISTORY     - 1983     GOOD             USGS
 EW0977  HISTORY     - 1984     GOOD             NGS
 EW0977  HISTORY     - 1985     GOOD             NGS
 EW0977  HISTORY     - 1986     GOOD             NGS
 EW0977
 EW0977                          STATION DESCRIPTION
 EW0977
 EW0977'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW0977'7.3 MI NE FROM SOLAMINT.
 EW0977'SOLAMINT, 7.3 MI NE, 1.45 MI NE OF DAVENPORT RD IN US FOREST
 EW0977'SERVICE CAMPGROUND MINT CANYON, 170 FT W OF HOUSE NO 13859
 EW0977'(HOB NOB CAFE), 54.5 FT N OF THE CENTER LINE OF SIERRA HIGHWAY,
 EW0977'21.8 FT S OF PP 437419E.  SET IN THE TOP OF A CONCRETE POST
 EW0977'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 EW0977
 EW0977                          STATION RECOVERY (1977)
 EW0977
 EW0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0977'ADD- 23.3 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0977'PALMDALE BOULEVARD.
 EW0977
 EW0977                          STATION RECOVERY (1983)
 EW0977
 EW0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW0977'RECOVERED IN GOOD CONDITION.
 EW0977
 EW0977                          STATION RECOVERY (1984)
 EW0977
 EW0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW0977'RECOVERED IN GOOD CONDITION.
 EW0977
 EW0977                          STATION RECOVERY (1985)
 EW0977
 EW0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW0977'RECOVERED IN GOOD CONDITION.
 EW0977
 EW0977                          STATION RECOVERY (1986)
 EW0977
 EW0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW0977'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.7 KM
 EW0977'(7.3 MI) NORTHEAST ALONG SIERRA HIGHWAY FROM THE JUNCTION OF SOLEDAD
 EW0977'CANYON ROAD IN SOLEMINT, 2.3 KM (1.45 MI) NORTHEAST OF THE T JUNCTION
 EW0977'OF DAVENPORT ROAD, 16.6 METERS (54.5 FT) NORTHWEST OF THE CENTERLINE
 EW0977'OF THE HIGHWAY, 18 METERS (59 FT) SOUTHWEST OF THE CENTER OF A GRAVEL
 EW0977'ROAD, 35.1 METERS (115 FT) NORTHEAST OF POWER POLE 1848239E,
 EW0977'8.2 METERS (27 FT) SOUTHEAST OF A 30-INCH SCRUB-OAK TREE.
 EW0977'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 EW0977'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2714 ***********************************************************************
 EW2714  DESIGNATION -  201 95
 EW2714  PID         -  EW2714
 EW2714  STATE/COUNTY-  CA/LOS ANGELES
 EW2714  USGS QUAD   -  MINT CANYON (1995)
 EW2714
 EW2714                         *CURRENT SURVEY CONTROL
 EW2714  ___________________________________________________________________
 EW2714* NAD 83(1986)-  34 29 41.     (N)    118 23 08.     (W)     SCALED    
 EW2714* NAVD 88     -       625.153  (meters)    2051.02   (feet)  ADJUSTED  
 EW2714  ___________________________________________________________________
 EW2714  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EW2714  DYNAMIC HT  -         624.461 (meters)    2048.75  (feet)  COMP
 EW2714  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 EW2714
 EW2714  VERT ORDER  -  FIRST     CLASS I
 EW2714
 EW2714.The horizontal coordinates were scaled from a topographic map and have
 EW2714.an estimated accuracy of +/- 6 seconds.
 EW2714
 EW2714.The orthometric height was determined by differential leveling
 EW2714.and adjusted in June 1991.
 EW2714
 EW2714.The geoid height was determined by GEOID03.
 EW2714
 EW2714.The dynamic height is computed by dividing the NAVD 88
 EW2714.geopotential number by the normal gravity value computed on the
 EW2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2714.degrees latitude (g = 980.6199 gals.).
 EW2714
 EW2714.The modeled gravity was interpolated from observed gravity values.
 EW2714
 EW2714;                    North         East    Units  Estimated Accuracy
 EW2714;SPC CA 5     -   610,410.    1,964,590.      MT  (+/- 180 meters Scaled)
 EW2714
 EW2714                          SUPERSEDED SURVEY CONTROL
 EW2714
 EW2714  NGVD 29 (??/??/92)  624.314  (m)         2048.27   (f) ADJ UNCH    1 1
 EW2714
 EW2714.Superseded values are not recommended for survey control.
 EW2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2714.See file dsdata.txt to determine how the superseded data were derived.
 EW2714
 EW2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU727178(NAD 83)
 EW2714_MARKER: DD = SURVEY DISK
 EW2714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2714_SP_SET: HEADWALL
 EW2714_STAMPING: BM 201-95 1961 5869
 EW2714_MARK LOGO: CA-037
 EW2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2714+STABILITY: SURFACE MOTION
 EW2714
 EW2714  HISTORY     - Date     Condition        Report By
 EW2714  HISTORY     - 1961     MONUMENTED       CA-037
 EW2714  HISTORY     - 1968     POOR             CA-037
 EW2714  HISTORY     - 1977     SEE DESCRIPTION  NGS
 EW2714  HISTORY     - 1983     GOOD             USGS
 EW2714  HISTORY     - 1984     POOR             NGS
 EW2714  HISTORY     - 1985     GOOD             NGS
 EW2714  HISTORY     - 1986     GOOD             NGS
 EW2714
 EW2714                          STATION DESCRIPTION
 EW2714
 EW2714'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2714'7 MI NE FROM SOLAMINT.
 EW2714'SOLAMINT, 7 MI NE, SIERRA HIGHWAY, 1 MI NE OF DAVENPORT RD IN
 EW2714'THE W HEADWALL OF CULVERT NO 40.36, 1.2 FT N OF THE S END.  SET
 EW2714'IN THE TOP OF THE CONCRETE HEADWALL OF THE CULVERT.  NOTE-- THE
 EW2714'BUTTON HAS BEEN SLIGHTLY DAMAGED.
 EW2714
 EW2714                          STATION RECOVERY (1977)
 EW2714
 EW2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2714'ADD- 23.7 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2714'PALMDALE BOULEVARD.
 EW2714
 EW2714                          STATION RECOVERY (1983)
 EW2714
 EW2714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2714'RECOVERED IN GOOD CONDITION.
 EW2714
 EW2714                          STATION RECOVERY (1984)
 EW2714
 EW2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2714'RECOVERED IN POOR CONDITION.  THE BUTTON AT THE CENTER
 EW2714'OF THE DISK HAS BEEN COMPLETLY SCRAPED OFF.
 EW2714
 EW2714                          STATION RECOVERY (1985)
 EW2714
 EW2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2714'RECOVERED IN GOOD CONDITION.
 EW2714
 EW2714                          STATION RECOVERY (1986)
 EW2714
 EW2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2713 ***********************************************************************
 EW2713  DESIGNATION -  201 96
 EW2713  PID         -  EW2713
 EW2713  STATE/COUNTY-  CA/LOS ANGELES
 EW2713  USGS QUAD   -  MINT CANYON (1995)
 EW2713
 EW2713                         *CURRENT SURVEY CONTROL
 EW2713  ___________________________________________________________________
 EW2713* NAD 83(1986)-  34 29 23.     (N)    118 23 13.     (W)     SCALED    
 EW2713* NAVD 88     -       616.264  (meters)    2021.86   (feet)  ADJUSTED  
 EW2713  ___________________________________________________________________
 EW2713  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 EW2713  DYNAMIC HT  -         615.582 (meters)    2019.62  (feet)  COMP
 EW2713  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 EW2713  OBS GRAVITY -     979,501.5   (mgal)                       GRAV_OBS
 EW2713
 EW2713  VERT ORDER  -  FIRST     CLASS I
 EW2713
 EW2713.The horizontal coordinates were scaled from a topographic map and have
 EW2713.an estimated accuracy of +/- 6 seconds.
 EW2713
 EW2713.The orthometric height was determined by differential leveling
 EW2713.and adjusted in June 1991.
 EW2713
 EW2713.The geoid height was determined by GEOID03.
 EW2713
 EW2713.The dynamic height is computed by dividing the NAVD 88
 EW2713.geopotential number by the normal gravity value computed on the
 EW2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2713.degrees latitude (g = 980.6199 gals.).
 EW2713
 EW2713.The modeled gravity was interpolated from observed gravity values.
 EW2713.The observed gravity was obtained from relative gravimeter ties
 EW2713.to the IGSN71 gravity network.
 EW2713
 EW2713;                    North         East    Units  Estimated Accuracy
 EW2713;SPC CA 5     -   609,850.    1,964,460.      MT  (+/- 180 meters Scaled)
 EW2713
 EW2713                          SUPERSEDED SURVEY CONTROL
 EW2713
 EW2713  NGVD 29 (??/??/92)  615.428  (m)         2019.12   (f) ADJ UNCH    1 1
 EW2713
 EW2713.Superseded values are not recommended for survey control.
 EW2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2713.See file dsdata.txt to determine how the superseded data were derived.
 EW2713
 EW2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU726173(NAD 83)
 EW2713_MARKER: DD = SURVEY DISK
 EW2713_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2713_SP_SET: HEADWALL
 EW2713_STAMPING: BM 201-96 1961 5869
 EW2713_MARK LOGO: CA-037
 EW2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2713+STABILITY: SURFACE MOTION
 EW2713
 EW2713  HISTORY     - Date     Condition        Report By
 EW2713  HISTORY     - 1961     MONUMENTED       CA-037
 EW2713  HISTORY     - 1968     GOOD             CA-037
 EW2713  HISTORY     - 1977     GOOD             NGS
 EW2713  HISTORY     - 1983     GOOD             USGS
 EW2713  HISTORY     - 1984     GOOD             NGS
 EW2713  HISTORY     - 1985     GOOD             NGS
 EW2713  HISTORY     - 1986     GOOD             NGS
 EW2713
 EW2713                          STATION DESCRIPTION
 EW2713
 EW2713'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2713'6.6 MI NE FROM SOLAMINT.
 EW2713'SOLAMINT, 6.6 MI NE, 0.65 MI NE OF DAVENPORT RD, 33.2 FT W OF
 EW2713'THE CENTER LINE OF THE HIGHWAY IN THE W HEADWALL OF CULVERT NO
 EW2713'40.74, 0.8 FT E OF THE W END OF THE HEADWALL.  SET IN THE TOP
 EW2713'OF A CONCRETE HEADWALL OF THE CULVERT.
 EW2713
 EW2713                          STATION RECOVERY (1977)
 EW2713
 EW2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2713'ADD- 24.05 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW2713'PALMDALE BOULEVARD.
 EW2713
 EW2713                          STATION RECOVERY (1983)
 EW2713
 EW2713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2713'RECOVERED IN GOOD CONDITION.
 EW2713
 EW2713                          STATION RECOVERY (1984)
 EW2713
 EW2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2713'RECOVERED IN GOOD CONDITION.
 EW2713
 EW2713                          STATION RECOVERY (1985)
 EW2713
 EW2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2713'RECOVERED IN GOOD CONDITION.
 EW2713
 EW2713                          STATION RECOVERY (1986)
 EW2713
 EW2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2712 ***********************************************************************
 EW2712  DESIGNATION -  201 97 LA CO
 EW2712  PID         -  EW2712
 EW2712  STATE/COUNTY-  CA/LOS ANGELES
 EW2712  USGS QUAD   -  MINT CANYON (1995)
 EW2712
 EW2712                         *CURRENT SURVEY CONTROL
 EW2712  ___________________________________________________________________
 EW2712* NAD 83(1986)-  34 28 55.     (N)    118 23 17.     (W)     SCALED    
 EW2712* NAVD 88     -       600.567  (meters)    1970.36   (feet)  READJUSTED
 EW2712  ___________________________________________________________________
 EW2712  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 EW2712  DYNAMIC HT  -         599.900 (meters)    1968.17  (feet)  COMP
 EW2712  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 EW2712
 EW2712  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2712
 EW2712.The horizontal coordinates were scaled from a topographic map and have
 EW2712.an estimated accuracy of +/- 6 seconds.
 EW2712
 EW2712.The orthometric height was determined by differential leveling
 EW2712.and adjusted in February 1993.
 EW2712.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2712.distribution rate of 0.0 thru 1.0 mm/km.
 EW2712.The height was derived from older observations constrained to new
 EW2712.heights in a crustal motion area.  The height is approximate in
 EW2712.relation to other heights in its vicinity.
 EW2712
 EW2712.The geoid height was determined by GEOID03.
 EW2712
 EW2712.The dynamic height is computed by dividing the NAVD 88
 EW2712.geopotential number by the normal gravity value computed on the
 EW2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2712.degrees latitude (g = 980.6199 gals.).
 EW2712
 EW2712.The modeled gravity was interpolated from observed gravity values.
 EW2712
 EW2712;                    North         East    Units  Estimated Accuracy
 EW2712;SPC CA 5     -   608,990.    1,964,360.      MT  (+/- 180 meters Scaled)
 EW2712
 EW2712                          SUPERSEDED SURVEY CONTROL
 EW2712
 EW2712  NGVD 29 (??/??/92)  599.731  (m)         1967.62   (f) ADJ UNCH    1 1
 EW2712
 EW2712.Superseded values are not recommended for survey control.
 EW2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2712.See file dsdata.txt to determine how the superseded data were derived.
 EW2712
 EW2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU725164(NAD 83)
 EW2712_MARKER: P = PIPE CAP
 EW2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2712_STAMPING: BM 201-97 1961 5869
 EW2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2712+STABILITY: SURFACE MOTION
 EW2712
 EW2712  HISTORY     - Date     Condition        Report By
 EW2712  HISTORY     - 1961     MONUMENTED       CA-037
 EW2712  HISTORY     - 1968     GOOD             CA-037
 EW2712  HISTORY     - 1977     GOOD             NGS
 EW2712  HISTORY     - 1983     MARK NOT FOUND   USGS
 EW2712
 EW2712                          STATION DESCRIPTION
 EW2712
 EW2712'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2712'6.2 MI NE FROM SOLAMINT.
 EW2712'SOLAMINT, 6.2 MI NE, SIERRA HIGHWAY AND DAVENPORT RD, 185 FT N
 EW2712'AND 39.4 FT E OF THE CENTER LINE INTERSECTION, 4 FT N OF
 EW2712'TELEPHONE POLE 618948H.  SET IN THE TOP OF A CONCRETE POST
 EW2712'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 EW2712
 EW2712                          STATION RECOVERY (1977)
 EW2712
 EW2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW2712'24.6 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF PALMDALE
 EW2712'BOULEVARD, AT THE T JUNCTION OF DAVENPORT ROAD, 185.0 FT. NORTH OF
 EW2712'CENTER LINE OF DAVENPORT ROAD, 39.4 FT. EAST CENTER LINE HIGHWAY,
 EW2712'1.0 FT. NORTH OF POWER LINE POLE NO. 8051884 WITH GUY WIRES.
 EW2712
 EW2712                          STATION RECOVERY (1983)
 EW2712
 EW2712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2712'MADE THOROUGH SEARCH OF DESCRIBED AREA.  MARK IS PRESUMED TO BE
 EW2712'DESTROYED BY FLOODING OR ROAD CONSTRUCTION OF 1983.  REPORT 5/1/83
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1095 ***********************************************************************
 KS1095  DESIGNATION -  201 B
 KS1095  PID         -  KS1095
 KS1095  STATE/COUNTY-  CA/BUTTE
 KS1095  USGS QUAD   -  CHICO (1978)
 KS1095
 KS1095                         *CURRENT SURVEY CONTROL
 KS1095  ___________________________________________________________________
 KS1095* NAD 83(1986)-  39 43 48.     (N)    121 50 38.     (W)     SCALED    
 KS1095* NAVD 88     -        62.195  (meters)     204.05   (feet)  ADJUSTED  
 KS1095  ___________________________________________________________________
 KS1095  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 KS1095  DYNAMIC HT  -          62.164 (meters)     203.95  (feet)  COMP
 KS1095  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KS1095
 KS1095  VERT ORDER  -  FIRST     CLASS II
 KS1095
 KS1095.The horizontal coordinates were scaled from a topographic map and have
 KS1095.an estimated accuracy of +/- 6 seconds.
 KS1095
 KS1095.The orthometric height was determined by differential leveling
 KS1095.and adjusted in June 1991.
 KS1095
 KS1095.The geoid height was determined by GEOID03.
 KS1095
 KS1095.The dynamic height is computed by dividing the NAVD 88
 KS1095.geopotential number by the normal gravity value computed on the
 KS1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1095.degrees latitude (g = 980.6199 gals.).
 KS1095
 KS1095.The modeled gravity was interpolated from observed gravity values.
 KS1095
 KS1095;                    North         East    Units  Estimated Accuracy
 KS1095;SPC CA 2     -   729,060.    2,013,380.      MT  (+/- 180 meters Scaled)
 KS1095
 KS1095                          SUPERSEDED SURVEY CONTROL
 KS1095
 KS1095  NGVD 29 (??/??/??)   61.487  (m)          201.73   (f) ADJUSTED    1 2
 KS1095
 KS1095.Superseded values are not recommended for survey control.
 KS1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1095.See file dsdata.txt to determine how the superseded data were derived.
 KS1095
 KS1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ990984(NAD 83)
 KS1095_MARKER: DD = SURVEY DISK
 KS1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS1095_SP_SET: BUILDING
 KS1095_STAMPING: 201 B 201.538 1902
 KS1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS1095
 KS1095  HISTORY     - Date     Condition        Report By
 KS1095  HISTORY     - 1902     MONUMENTED       USGS
 KS1095  HISTORY     - 1948     GOOD             NGS
 KS1095  HISTORY     - 19880718 MARK NOT FOUND   NGS
 KS1095
 KS1095                          STATION DESCRIPTION
 KS1095
 KS1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS1095'AT CHICO.
 KS1095'AT CHICO, BUTTE COUNTY, AT THE CHICO STATE TEACHERS COLLEGE,
 KS1095'AT THE SOUTHWEST CORNER OF THE TRAINING SCHOOL BUILDING, IN THE
 KS1095'WEST FACE OF THE BRICK FOUNDATION AND ABOUT 3 FEET HIGHER THAN
 KS1095'THE GROUND.
 KS1095
 KS1095                          STATION RECOVERY (1988)
 KS1095
 KS1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0009 ***********************************************************************
 KT0009  DESIGNATION -  201 B
 KT0009  PID         -  KT0009
 KT0009  STATE/COUNTY-  CA/TEHAMA
 KT0009  USGS QUAD   -  VINA (1976)
 KT0009
 KT0009                         *CURRENT SURVEY CONTROL
 KT0009  ___________________________________________________________________
 KT0009* NAD 83(1986)-  39 58 08.     (N)    122 04 24.     (W)     SCALED    
 KT0009* NAVD 88     -        62.42   (+/-2cm)     204.8    (feet)  VERTCON   
 KT0009  ___________________________________________________________________
 KT0009  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 KT0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0009
 KT0009.The horizontal coordinates were scaled from a topographic map and have
 KT0009.an estimated accuracy of +/- 6 seconds.
 KT0009
 KT0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0009.The vertical order pertains to the NGVD 29 superseded value.
 KT0009
 KT0009.The geoid height was determined by GEOID03.
 KT0009
 KT0009;                    North         East    Units  Estimated Accuracy
 KT0009;SPC CA 1     -   570,580.    1,993,740.      MT  (+/- 180 meters Scaled)
 KT0009
 KT0009                          SUPERSEDED SURVEY CONTROL
 KT0009
 KT0009  NGVD 29 (??/??/92)   61.679  (m)          202.36   (f) ADJ UNCH    1 2
 KT0009
 KT0009.Superseded values are not recommended for survey control.
 KT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0009.See file dsdata.txt to determine how the superseded data were derived.
 KT0009
 KT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK791247(NAD 83)
 KT0009_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0009_STAMPING: 201 B 1902
 KT0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0009
 KT0009  HISTORY     - Date     Condition        Report By
 KT0009  HISTORY     - 1902     MONUMENTED       USGS
 KT0009  HISTORY     - 1947     GOOD             NGS
 KT0009  HISTORY     - 19880622 MARK NOT FOUND   NGS
 KT0009
 KT0009                          STATION DESCRIPTION
 KT0009
 KT0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KT0009'2.6 MI N FROM VINA.
 KT0009'2.6 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 KT0009'THE STATION AT VINA, ABOUT 0.3 MILE SOUTH OF MILEPOST 206,
 KT0009'ABOUT 500 FEET SOUTHEAST OF A LARGE RED BARN, 40.8 FEET WEST OF
 KT0009'THE CENTER LINE OF THE HIGHWAY, 37.3 FEET EAST OF EAST RAIL,
 KT0009'1.9 FEET NORTH OF A WITNESS POST, A BRONZE CAP RIVETED TO THE
 KT0009'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 KT0009'GROUND, ABOUT 3 FEET LOWER THAND THE TRACK.
 KT0009
 KT0009                          STATION RECOVERY (1988)
 KT0009
 KT0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2373 ***********************************************************************
 FU2373  DESIGNATION -  201 DWR
 FU2373  PID         -  FU2373
 FU2373  STATE/COUNTY-  CA/KERN
 FU2373  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2373
 FU2373                         *CURRENT SURVEY CONTROL
 FU2373  ___________________________________________________________________
 FU2373* NAD 83(1986)-  35 09 27.     (N)    119 20 33.     (W)     SCALED    
 FU2373* NAVD 88     -       132.59   (+/-2cm)     435.0    (feet)  VERTCON   
 FU2373  ___________________________________________________________________
 FU2373  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 FU2373  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2373
 FU2373.The horizontal coordinates were scaled from a topographic map and have
 FU2373.an estimated accuracy of +/- 6 seconds.
 FU2373
 FU2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2373.The vertical order pertains to the NGVD 29 superseded value.
 FU2373
 FU2373.The geoid height was determined by GEOID03.
 FU2373
 FU2373;                    North         East    Units  Estimated Accuracy
 FU2373;SPC CA 5     -   684,680.    1,877,690.      MT  (+/- 180 meters Scaled)
 FU2373
 FU2373                          SUPERSEDED SURVEY CONTROL
 FU2373
 FU2373  NGVD 29 (??/??/92)  131.815  (m)          432.46   (f) ADJ UNCH    1 1
 FU2373
 FU2373.Superseded values are not recommended for survey control.
 FU2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2373.See file dsdata.txt to determine how the superseded data were derived.
 FU2373
 FU2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU866930(NAD 83)
 FU2373_MARKER: P = PIPE CAP
 FU2373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2373_STAMPING: 201 BM 1959
 FU2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2373
 FU2373  HISTORY     - Date     Condition        Report By
 FU2373  HISTORY     - 1959     MONUMENTED       CADWR
 FU2373  HISTORY     - 1968     GOOD             NGS
 FU2373  HISTORY     - 1975     GOOD             NGS
 FU2373
 FU2373                          STATION DESCRIPTION
 FU2373
 FU2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2373'8.8 MI E FROM TAFT.
 FU2373'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2373'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280
 FU2373'B AND GARDNER FIELD ROAD, THENCE 2.6 MILES NORTHEAST ALONG
 FU2373'RICHFIELD OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.75
 FU2373'MILES NORTH AND WEST ALONG AN ASPHALT ROAD, THENCE 0.1 MILE NORTH
 FU2373'ALONG THE ENTRANCE ROAD TO BUENA VISTA PUMP PLANT, ON A SMALL
 FU2373'RIDGE, 278 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 FU2373'EAST OF A WITNESS POST, ABOUT 12 FEET HIGHER THAN THE ROAD, AND
 FU2373'ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE
 FU2373'THE GROUND.  NOTE-- THE APPARENT UPLIFT OF THIS MARK IS BELIEVED
 FU2373'TO BE DUE TO REBOUND RESULTING FROM EXCAVATION FOR THE BUENA
 FU2373'VISTA PUMP PLANT.
 FU2373
 FU2373                          STATION RECOVERY (1975)
 FU2373
 FU2373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0973 ***********************************************************************
 JS0973  DESIGNATION -  201 USE
 JS0973  PID         -  JS0973
 JS0973  STATE/COUNTY-  CA/SACRAMENTO
 JS0973  USGS QUAD   -  CITRUS HEIGHTS (1992)
 JS0973
 JS0973                         *CURRENT SURVEY CONTROL
 JS0973  ___________________________________________________________________
 JS0973* NAD 83(1986)-  38 40 09.     (N)    121 22 21.     (W)     SCALED    
 JS0973* NAVD 88     -        30.55   (+/-2cm)     100.2    (feet)  VERTCON   
 JS0973  ___________________________________________________________________
 JS0973  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JS0973  VERT ORDER  -  THIRD (See Below)
 JS0973
 JS0973.The horizontal coordinates were scaled from a topographic map and have
 JS0973.an estimated accuracy of +/- 6 seconds.
 JS0973
 JS0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0973.The vertical order pertains to the NGVD 29 superseded value.
 JS0973
 JS0973.The geoid height was determined by GEOID03.
 JS0973
 JS0973;                    North         East    Units  Estimated Accuracy
 JS0973;SPC CA 2     -   611,470.    2,054,610.      MT  (+/- 180 meters Scaled)
 JS0973
 JS0973                          SUPERSEDED SURVEY CONTROL
 JS0973
 JS0973  NGVD 29 (??/??/??)   29.78   (m)           97.7    (f) RESET       3  
 JS0973
 JS0973.Superseded values are not recommended for survey control.
 JS0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0973.See file dsdata.txt to determine how the superseded data were derived.
 JS0973
 JS0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH415813(NAD 83)
 JS0973_MARKER: P = PIPE CAP
 JS0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0973_STAMPING: 201 167.63
 JS0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0973
 JS0973  HISTORY     - Date     Condition        Report By
 JS0973  HISTORY     - UNK      MONUMENTED       DOD
 JS0973  HISTORY     - 1948     GOOD             NGS
 JS0973  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0973
 JS0973                          STATION DESCRIPTION
 JS0973
 JS0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0973'3.9 MI SW FROM ANTELOPE.
 JS0973'ABOUT 3.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 JS0973'THE POST OFFICE AT ANTELOPE, ABOUT 3 RAILS SOUTHWEST OF A PAVED
 JS0973'ROAD CROSSING THE RAILROAD TO A U.S. MILITARY RESERVATION, AT
 JS0973'THE INTERSECTION OF A DIRT ROAD PARALLELING THE RAILROAD AND A
 JS0973'PAVED ROAD LEADING EAST TO U.S. HIGHWAYS NO. 99E AND 40, 47.7
 JS0973'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK,
 JS0973'32.5 FEET WEST OF THE CENTER LINE OF THE ROAD PARALLELING THE
 JS0973'TRACKS, 16.0 FEET SOUTHWEST OF A POWER POLE, A BRASS CAP RIVETED
 JS0973'TO THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE
 JS0973'THE GROUND.
 JS0973
 JS0973                          STATION RECOVERY (2004)
 JS0973
 JS0973'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0218 ***********************************************************************
 DY0218  DESIGNATION -  201 USN
 DY0218  PID         -  DY0218
 DY0218  STATE/COUNTY-  CA/LOS ANGELES
 DY0218  USGS QUAD   -  LONG BEACH (1981)
 DY0218
 DY0218                         *CURRENT SURVEY CONTROL
 DY0218  ___________________________________________________________________
 DY0218* NAD 83(1986)-  33 45 18.     (N)    118 14 54.     (W)     SCALED    
 DY0218* NAVD 88     -         4.64   (+/-2cm)      15.2    (feet)  VERTCON   
 DY0218  ___________________________________________________________________
 DY0218  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0218  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0218
 DY0218.The horizontal coordinates were scaled from a topographic map and have
 DY0218.an estimated accuracy of +/- 6 seconds.
 DY0218
 DY0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0218.The vertical order pertains to the NGVD 29 superseded value.
 DY0218
 DY0218.The geoid height was determined by GEOID03.
 DY0218
 DY0218;                    North         East    Units  Estimated Accuracy
 DY0218;SPC CA 5     -   528,320.    1,976,990.      MT  (+/- 180 meters Scaled)
 DY0218
 DY0218                          SUPERSEDED SURVEY CONTROL
 DY0218
 DY0218  NGVD 29 (??/??/92)    3.845  (m)           12.61   (f) ADJ UNCH    1 2
 DY0218
 DY0218.Superseded values are not recommended for survey control.
 DY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0218.See file dsdata.txt to determine how the superseded data were derived.
 DY0218
 DY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843356(NAD 83)
 DY0218_MARKER: Z = SEE DESCRIPTION
 DY0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0218_SP_SET: CURB
 DY0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0218
 DY0218  HISTORY     - Date     Condition        Report By
 DY0218  HISTORY     - UNK      MONUMENTED       DOD
 DY0218  HISTORY     - 1954     GOOD             NGS
 DY0218
 DY0218                          STATION DESCRIPTION
 DY0218
 DY0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0218'AT LONG BEACH.
 DY0218'ON TERMINAL ISLAND, AT ROOSEVELT BASE, AT THE INTERSECTION OF
 DY0218'FIRST STREET AND AVENUE D, 5 FEET EAST OF THE LINE OF THE EAST
 DY0218'CURB OF FIRST STREET, 6.1 FEET SOUTH OF THE LINE OF THE SOUTH
 DY0218'CURB OF AVENUE D, AND IN THE TOP OF THE CURB RETURN.  THE TOP
 DY0218'OF A TACK IN THE CENTER OF A LEAD PLUG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3666 ***********************************************************************
 GU3666  DESIGNATION -  2011=BISHOFF
 GU3666  PID         -  GU3666
 GU3666  STATE/COUNTY-  CA/MONTEREY
 GU3666  USGS QUAD   -  THOMPSON CANYON (1984)
 GU3666
 GU3666                         *CURRENT SURVEY CONTROL
 GU3666  ___________________________________________________________________
 GU3666* NAD 83(1992)-  36 11 23.77755(N)    121 12 03.17135(W)     ADJUSTED  
 GU3666* NAVD 88     -       614.3    (meters)    2015.     (feet)  VERTCON   
 GU3666  ___________________________________________________________________
 GU3666  EPOCH DATE  -        1991.35
 GU3666  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 GU3666  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GU3666  HORZ ORDER  -  FIRST
 GU3666
 GU3666.The horizontal coordinates were established by classical geodetic methods
 GU3666.and adjusted by the National Geodetic Survey in March 1994.
 GU3666.The horizontal coordinates are valid at the epoch date displayed above.
 GU3666.The epoch date for horizontal control is a decimal equivalence
 GU3666.of Year/Month/Day.
 GU3666
 GU3666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU3666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU3666
 GU3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3666
 GU3666.The geoid height was determined by GEOID03.
 GU3666
 GU3666;                    North         East     Units Scale Factor Converg.
 GU3666;SPC CA 4     -   597,318.347 1,802,060.758   MT  0.99996952   -1 18 46.9
 GU3666;SPC CA 4     - 1,959,701.94  5,912,261.00   sFT  0.99996952   -1 18 46.9
 GU3666;UTM  10      - 4,006,515.666   661,768.724   MT  0.99992244   +1 03 45.2
 GU3666
 GU3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3666!SPC CA 4     -   0.99990884  x   0.99996952  =   0.99987837
 GU3666!UTM  10      -   0.99990884  x   0.99992244  =   0.99983129
 GU3666
 GU3666|---------------------------------------------------------------------|
 GU3666| PID    Reference Object                     Distance      Geod. Az  |
 GU3666|                                                           dddmmss.s |
 GU3666| DA8104 BISHOFF RM 1                          8.922 METERS 05243     |
 GU3666| DA8103 BISHOFF AZ MK                                      0544710.7 |
 GU3666| GU3668 KING CITY MUNICIPAL TANK            APPROX. 7.4 KM 0654522.3 |
 GU3666| DA8106 BISHOFF AZ MK RESET                                2030119.6 |
 GU3666| DA8105 BISHOFF RM 2                          4.551 METERS 26944     |
 GU3666|---------------------------------------------------------------------|
 GU3666
 GU3666                          SUPERSEDED SURVEY CONTROL
 GU3666
 GU3666  NAD 83(1986)-  36 11 23.77434(N)    121 12 03.16221(W) AD(1984.00) 1
 GU3666  NAD 27      -  36 11 23.89200(N)    121 11 59.44000(W) AD(       ) 1
 GU3666  NGVD 29 (07/19/86)  613.4    (m)         2012.     (f) VERT ANG    3  
 GU3666
 GU3666.Superseded values are not recommended for survey control.
 GU3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3666.See file dsdata.txt to determine how the superseded data were derived.
 GU3666
 GU3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF6176906516(NAD 83)
 GU3666_MARKER: Z = SEE DESCRIPTION
 GU3666_SETTING: 0 = UNSPECIFIED SETTING
 GU3666
 GU3666  HISTORY     - Date     Condition        Report By
 GU3666  HISTORY     - 1944     MONUMENTED       USGS
 GU3666  HISTORY     - 1961     SEE DESCRIPTION  AMS
 GU3666  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GU3666  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GU3666
 GU3666                          STATION DESCRIPTION
 GU3666
 GU3666'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS)
 GU3666'STATION IS LOCATED 5 MILES W OF KING CITY, ON THE HIGHEST
 GU3666'POINT OF A VERY PROMINENT, BRUSHY-TOPPED MOUNTAIN (MOUNTAIN
 GU3666'IS VERY BRUSHY ON ALL SIDES BUT THE SW).
 GU3666'
 GU3666'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED
 GU3666'IN A DRILL HOLE IN THE TOP OF A BURIED BOULDER.  IT IS
 GU3666'STAMPED VA BM AND WITH THE ELEVATION OF 2011 FEET.
 GU3666'
 GU3666'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE
 GU3666'TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT.  IT
 GU3666'IS STAMPED BISHOFF USGS NO 1 1944.
 GU3666'
 GU3666'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE
 GU3666'TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT.  IT
 GU3666'IS STAMPED BISHOFF USGS NO 2 1944.
 GU3666'
 GU3666'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN THE TOP
 GU3666'OF A ROUND MASS OF CONCRETE ABOUT LEVEL WITH THE GROUND.
 GU3666'IT IS STAMPED BISHOFF USGS 1944.  IT IS LOCATED 150 FEET
 GU3666'E OF AN OLD BARN, 10 FEET N OF A DIRT ROAD, AND 3 FEET W OF A
 GU3666'WIRE FENCE CORNER.
 GU3666'
 GU3666'TO REACH STATION FROM THE CENTER OF KING CITY, GO W ON U.S.
 GU3666'HIGHWAY 101 FOR 2.2 MILES, HERE TURN LEFT OFF HIGHWAY 101 AND
 GU3666'GO W ON A FARM ROAD WHICH RUNS ALONG S SIDE OF A ROW OF
 GU3666'EUCALYPTUS TREES FOR 0.4 MILE TO A FARMYARD.  TAKE THE LEFT
 GU3666'FORK THROUGH THE CORRALS AND CONTINUE W UP THE CANYON FOR
 GU3666'0.75 MILE, TAKE THE LEFT FORK AT A SMALL FARM ENTRANCE AND
 GU3666'CONTINUE SW ON TRACK ROAD FOR 2.1 MILES TO A WIRE GATE, PASS
 GU3666'THROUGH THE WIRE GATE AND CONTINUE S FOR 0.2 MILE TO A SMALL
 GU3666'OPENING IN THE SCRUB OAK AND THE END OF TRUCK TRAVEL.  FROM
 GU3666'THIS POINT PACK E UP THE BARE SIDE OF THE MOUNTAIN, VERY
 GU3666'STEEP, FOR ABOUT 0.4 MILE TO THE HIGHEST POINT AND STATION.
 GU3666'
 GU3666'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GU3666
 GU3666                          STATION RECOVERY (1961)
 GU3666
 GU3666'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 GU3666'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 GU3666'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 GU3666'WAS NOT SEARCHED FOR.
 GU3666
 GU3666                          STATION RECOVERY (1963)
 GU3666
 GU3666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 GU3666'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 GU3666'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK
 GU3666'WAS STABLE AT THIS TIME.  THE AZIMUTH MARK WAS SEARCHED FOR
 GU3666'BUT NOT FOUND SO A NEW AZIMUTH MARK WAS ESTABLISHED AND IS
 GU3666'DESCRIBED BELOW.  THE DISTANCE TO THE REFERENCE MARKS CHECKED.
 GU3666'THE DIRECTION TO REFERENCE NO. 2 CHECKED BUT A DIFFERENCE
 GU3666'WAS FOUND TO REFERENCE MARK 1.  BECAUSE OF ROAD CHANGES A
 GU3666'COMPLETE AND NEW DESCRIPTION FOLLOWS--
 GU3666'
 GU3666'STATION IS LOCATED ABOUT 5 MILES WEST OF KING CITY ON THE
 GU3666'HIGHEST POINT OF A BRUSHY-TOPPED HILL THAT IS VERY PROMINENT.
 GU3666'(THE HILL IS VERY BRUSHY ON ALL SIDES EXCEPT SOUTHWEST SIDE).
 GU3666'
 GU3666'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 (SOUTH)
 GU3666'AND JOLON ROAD, ABOUT 1 MILE WEST OF KING CITY, GO SOUTHWEST
 GU3666'ON JOLON ROAD FOR 0.2 MILE TO PINE CAYNON ROAD, TURN RIGHT
 GU3666'AND GO WEST FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 GU3666'AND GO 0.15 MILE TO A METAL GATE ON LEFT JUST AFTER PASSING
 GU3666'HOUSE, TURN LEFT THROUGH GATE KEEPING RIGHT AND GO NORTHERLY
 GU3666'ON FARM ROAD FOR 0.1 MILE TO GATE AND FORK, KEEP RIGHT AND
 GU3666'FOLLOW MAIN ROAD FOR 0.9 MILE TO CATTLE BARN, CONTINUE ON
 GU3666'MAIN ROAD FOR 1.1 MILE TO WINDMILL AND FORK, CONTINUE RIGHT
 GU3666'ON MAIN ROAD FOR 1.1 MILES TO HOUSE ON LEFT, CONTINUE 0.05
 GU3666'MILE TO FORK, KEEP LEFT AND FOLLOW MAIN ROAD UP HILL FOR
 GU3666'0.9 MILE TO SADDLE, (TO REACH THE AZIMUTH MARK TURN LEFT
 GU3666'AND FOLLOW ROAD 0.25 MILE TO THE AZIMUTH MARK ON RIGHT.)
 GU3666'TURN RIGHT AND GO 0.2 MILE TO FENCE AND GATE.  THIS IS
 GU3666'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERTY UP STEEP
 GU3666'HILL FOR 0.1 MILE TO STATION.  PACK IS ABOUT 10
 GU3666'MINUTES.
 GU3666'
 GU3666'STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED
 GU3666'IN A DRILL HOLE IN THE TOP OF A BURIED BOULDER.  THE DISK
 GU3666'IS STAMPED VA BM 2011 FEET.  THE MARK IS 4.9 FEET NORTHWEST
 GU3666'OF THE WITNESS POST.
 GU3666'
 GU3666'REFERENCE MARK 1, A STANDARD REFERENCE DISK BRAZED TO THE
 GU3666'TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 1 FOOT.
 GU3666'THE DISK IS STAMPED BISHOFF USGS NO 1 1944 AND IS 29.7 FEET
 GU3666'NORTHEAST OF WITNESS POST.
 GU3666'
 GU3666'REFERENCE MARK 2, A STANDARD REFERENCE DISK BRAZED TO THE
 GU3666'TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 1 FOOT.
 GU3666'THE DISK IS STAMPED BISHOFF USGS NO 2 1944 AND IS 18.5 FEET
 GU3666'WEST OF THE WITNESS POST.
 GU3666'
 GU3666'AZIMUTH MARK, A STANDARD DISK STAMPED BISHOFF 1944 RESET
 GU3666'1963, IS BRAZED TO TOP OF 2-1/2 INCH CAST IRON PIPE PROJECTING
 GU3666'1 FOOT, 15 FOOT WEST OF ROAD, 25 FEET WEST OF TREE AND
 GU3666'2.4 FEET NORTHWEST OF WITNESS POST.
 GU3666'
 GU3666'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GU3666
 GU3666                          STATION RECOVERY (1973)
 GU3666
 GU3666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LDK)
 GU3666'RECOVERED THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2
 GU3666'IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION TO REACH
 GU3666'IS ADEQUATE.
 GU3666'
 GU3666'HEIGHT OF LIGHT ABOVE STATION MARK 4.98 FEET.
 GU3666'
 GU3666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES W.
 GU3666'OF KING CITY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0657 ***********************************************************************
 JS0657  DESIGNATION -  2018
 JS0657  PID         -  JS0657
 JS0657  STATE/COUNTY-  CA/PLACER
 JS0657  USGS QUAD   -  TUNNEL HILL (1973)
 JS0657
 JS0657                         *CURRENT SURVEY CONTROL
 JS0657  ___________________________________________________________________
 JS0657* NAD 83(1986)-  38 59 12.     (N)    120 41 53.     (W)     SCALED    
 JS0657* NAVD 88     -       615.83   (+/-2cm)    2020.4    (feet)  VERTCON   
 JS0657  ___________________________________________________________________
 JS0657  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JS0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0657
 JS0657.The horizontal coordinates were scaled from a topographic map and have
 JS0657.an estimated accuracy of +/- 6 seconds.
 JS0657
 JS0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0657.The vertical order pertains to the NGVD 29 superseded value.
 JS0657
 JS0657.The geoid height was determined by GEOID03.
 JS0657
 JS0657;                    North         East    Units  Estimated Accuracy
 JS0657;SPC CA 2     -   647,340.    2,112,790.      MT  (+/- 180 meters Scaled)
 JS0657
 JS0657                          SUPERSEDED SURVEY CONTROL
 JS0657
 JS0657  NGVD 29 (??/??/92)  614.944  (m)         2017.53   (f) ADJ UNCH    2 0
 JS0657
 JS0657.Superseded values are not recommended for survey control.
 JS0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0657.See file dsdata.txt to determine how the superseded data were derived.
 JS0657
 JS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ993178(NAD 83)
 JS0657_MARKER: N = NAIL
 JS0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0657_SP_SET: OAK TREE ROOT
 JS0657_MARK LOGO: USFS  
 JS0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0657
 JS0657  HISTORY     - Date     Condition        Report By
 JS0657  HISTORY     - UNK      MONUMENTED       USFS
 JS0657  HISTORY     - 1952     GOOD             CGS
 JS0657
 JS0657                          STATION DESCRIPTION
 JS0657
 JS0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0657'18.9 MI NE FROM GEORGETOWN.
 JS0657'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0657'POST OFFICE AT GEORGETOWN, THENCE 10.35 MILES NORTHEAST ALONG
 JS0657'THE RALSTON RIDGE ROAD, AT A JUNCTION OF A PRIVATE ROAD LEADING
 JS0657'UPHILL TO A HOUSE, IN THE ROOT AT THE BASE OF A LARGE OAK TREE,
 JS0657'SOUTH OF AND ACROSS THE ROAD FROM A SIGN TRAVEL INFORMATION, 67.0
 JS0657'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 37 1/2 FEET SOUTH
 JS0657'OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET LOWER THAN THE
 JS0657'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS
 JS0657'2018 B M ON THE SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3352 ***********************************************************************
 GU3352  DESIGNATION -  202
 GU3352  PID         -  GU3352
 GU3352  STATE/COUNTY-  CA/KINGS
 GU3352  USGS QUAD   -  LA CIMA (1978)
 GU3352
 GU3352                         *CURRENT SURVEY CONTROL
 GU3352  ___________________________________________________________________
 GU3352* NAD 83(1986)-  36 05 11.     (N)    120 04 34.     (W)     SCALED    
 GU3352* NAVD 88     -       122.799  (meters)     402.88   (feet)  ADJUSTED  
 GU3352  ___________________________________________________________________
 GU3352  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 GU3352  DYNAMIC HT  -         122.688 (meters)     402.52  (feet)  COMP
 GU3352  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 GU3352
 GU3352  VERT ORDER  -  FIRST     CLASS II
 GU3352
 GU3352.The horizontal coordinates were scaled from a topographic map and have
 GU3352.an estimated accuracy of +/- 6 seconds.
 GU3352
 GU3352.The orthometric height was determined by differential leveling
 GU3352.and adjusted in August 1995.
 GU3352
 GU3352.The geoid height was determined by GEOID03.
 GU3352
 GU3352.The dynamic height is computed by dividing the NAVD 88
 GU3352.geopotential number by the normal gravity value computed on the
 GU3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU3352.degrees latitude (g = 980.6199 gals.).
 GU3352
 GU3352.The modeled gravity was interpolated from observed gravity values.
 GU3352
 GU3352;                    North         East    Units  Estimated Accuracy
 GU3352;SPC CA 4     -   584,100.    1,903,080.      MT  (+/- 180 meters Scaled)
 GU3352
 GU3352                          SUPERSEDED SURVEY CONTROL
 GU3352
 GU3352.No superseded survey control is available for this station.
 GU3352
 GU3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE632974(NAD 83)
 GU3352_MARKER: DD = SURVEY DISK
 GU3352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU3352_SP_SET: CONCRETE FOOTING
 GU3352_STAMPING: BM NO 202
 GU3352_MARK LOGO: LOCENG
 GU3352_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU3352+STABILITY: SURFACE MOTION
 GU3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU3352+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1989
 GU3352
 GU3352  HISTORY     - Date     Condition        Report By
 GU3352  HISTORY     - UNK      MONUMENTED       LOCENG
 GU3352  HISTORY     - 19890221 GOOD             NGS
 GU3352
 GU3352                          STATION DESCRIPTION
 GU3352
 GU3352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU3352'8.0 KM (4.95 MI) NORTHERLY ALONG STATE HIGHWAY 269 (SKYLINE BOULEVARD)
 GU3352'FROM THE POST OFFICE IN AVENAL, THENCE 3.0 KM (1.85 MI) ALONG THE
 GU3352'AVENAL CUTOFF ROAD, SET IN TOP OF THE NORTH CONCRETE FOOTING OF A
 GU3352'STEEL HIGHLINE TOWER, 51.1 M (167.7 FT) SOUTHEAST OF THE CENTERLINE OF
 GU3352'THE ROAD, 0.2 M (0.7 FT) NORTH OF THE LEG OF THE TOWER, AND IS 28 CM
 GU3352'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2679 ***********************************************************************
 EW2679  DESIGNATION -  202 5 LA CO
 EW2679  PID         -  EW2679
 EW2679  STATE/COUNTY-  CA/LOS ANGELES
 EW2679  USGS QUAD   -  MINT CANYON (1995)
 EW2679
 EW2679                         *CURRENT SURVEY CONTROL
 EW2679  ___________________________________________________________________
 EW2679* NAD 83(1986)-  34 24 29.     (N)    118 27 08.     (W)     SCALED    
 EW2679* NAVD 88     -       439.23   (+/-2cm)    1441.0    (feet)  VERTCON   
 EW2679  ___________________________________________________________________
 EW2679  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EW2679  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2679
 EW2679.The horizontal coordinates were scaled from a topographic map and have
 EW2679.an estimated accuracy of +/- 6 seconds.
 EW2679
 EW2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2679.The vertical order pertains to the NGVD 29 superseded value.
 EW2679
 EW2679.The geoid height was determined by GEOID03.
 EW2679
 EW2679;                    North         East    Units  Estimated Accuracy
 EW2679;SPC CA 5     -   600,820.    1,958,430.      MT  (+/- 180 meters Scaled)
 EW2679
 EW2679                          SUPERSEDED SURVEY CONTROL
 EW2679
 EW2679  NGVD 29 (??/??/92)  438.408  (m)         1438.34   (f) ADJ UNCH    1 1
 EW2679
 EW2679.Superseded values are not recommended for survey control.
 EW2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2679.See file dsdata.txt to determine how the superseded data were derived.
 EW2679
 EW2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU665083(NAD 83)
 EW2679_MARKER: DD = SURVEY DISK
 EW2679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2679_SP_SET: CULVERT
 EW2679_STAMPING: BM 202-5 1961
 EW2679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2679
 EW2679  HISTORY     - Date     Condition        Report By
 EW2679  HISTORY     - 1961     MONUMENTED       CA-037
 EW2679  HISTORY     - 1971     GOOD             NGS
 EW2679  HISTORY     - 1981     GOOD             TLDYNE
 EW2679
 EW2679                          STATION DESCRIPTION
 EW2679
 EW2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2679'0.7 MI W FROM HUMPHREYS.
 EW2679'0.7 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW2679'THE SECTION HOUSE AT HUMPHREYS, 0.25 MILE EAST OF MILEPOLE 444,
 EW2679'0.1 MILE EAST OF THE CROSSING OF A PRIVATE ROAD, IN THE TOP AND 1.1
 EW2679'FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 EW2679'CONCRETE BOX CULVERT 443.76, 5.6 FEET NORTH OF THE NORTH RAIL, AND
 EW2679'ABOUT 1/2 FOOT LOWER THAN THE TRACK.  SECTION 28, T4N, R15W
 EW2679
 EW2679                          STATION RECOVERY (1981)
 EW2679
 EW2679'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW2679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2672 ***********************************************************************
 EW2672  DESIGNATION -  202 8 LA CO
 EW2672  PID         -  EW2672
 EW2672  STATE/COUNTY-  CA/LOS ANGELES
 EW2672  USGS QUAD   -  MINT CANYON (1995)
 EW2672
 EW2672                         *CURRENT SURVEY CONTROL
 EW2672  ___________________________________________________________________
 EW2672* NAD 83(1986)-  34 24 57.     (N)    118 25 44.     (W)     SCALED    
 EW2672* NAVD 88     -       460.81   (+/-2cm)    1511.8    (feet)  VERTCON   
 EW2672  ___________________________________________________________________
 EW2672  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 EW2672  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2672
 EW2672.The horizontal coordinates were scaled from a topographic map and have
 EW2672.an estimated accuracy of +/- 6 seconds.
 EW2672
 EW2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2672.The vertical order pertains to the NGVD 29 superseded value.
 EW2672
 EW2672.The geoid height was determined by GEOID03.
 EW2672
 EW2672;                    North         East    Units  Estimated Accuracy
 EW2672;SPC CA 5     -   601,670.    1,960,570.      MT  (+/- 180 meters Scaled)
 EW2672
 EW2672                          SUPERSEDED SURVEY CONTROL
 EW2672
 EW2672  NGVD 29 (??/??/92)  459.982  (m)         1509.12   (f) ADJ UNCH    1 1
 EW2672
 EW2672.Superseded values are not recommended for survey control.
 EW2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2672.See file dsdata.txt to determine how the superseded data were derived.
 EW2672
 EW2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU686091(NAD 83)
 EW2672_MARKER: DD = SURVEY DISK
 EW2672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2672_SP_SET: CULVERT
 EW2672_STAMPING: BM 202-8 1962 5869
 EW2672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2672
 EW2672  HISTORY     - Date     Condition        Report By
 EW2672  HISTORY     - 1962     MONUMENTED       CA-037
 EW2672  HISTORY     - 1981     GOOD             TLDYNE
 EW2672
 EW2672                          STATION DESCRIPTION
 EW2672
 EW2672'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1962
 EW2672'0.8 MI NE FROM HUMPHREYS.
 EW2672'SOUTHERN PACIFIC COMPANY RAILROAD, ABOUT 0.4 MILE WEST OF SAND
 EW2672'CANYON ROAD AT CULVERT NO. 442.28, IN THE CENTER OF THE SOUTH
 EW2672'HEADWALL, 1.0 FOOT WEST OF THE EAST END OF THE SOUTH HEADWALL.
 EW2672'SET IN THE CENTER OF THE TOP OF SOUTH HEADWALL.
 EW2672
 EW2672                          STATION RECOVERY (1981)
 EW2672
 EW2672'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW2672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0020 ***********************************************************************
 KT0020  DESIGNATION -  202 B
 KT0020  PID         -  KT0020
 KT0020  STATE/COUNTY-  CA/TEHAMA
 KT0020  USGS QUAD   -  VINA (1976)
 KT0020
 KT0020                         *CURRENT SURVEY CONTROL
 KT0020  ___________________________________________________________________
 KT0020* NAD 83(1986)-  39 55 38.     (N)    122 03 07.     (W)     SCALED    
 KT0020* NAVD 88     -        62.679  (meters)     205.64   (feet)  ADJUSTED  
 KT0020  ___________________________________________________________________
 KT0020  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 KT0020  DYNAMIC HT  -          62.647 (meters)     205.53  (feet)  COMP
 KT0020  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KT0020
 KT0020  VERT ORDER  -  FIRST     CLASS II
 KT0020
 KT0020.The horizontal coordinates were scaled from a topographic map and have
 KT0020.an estimated accuracy of +/- 6 seconds.
 KT0020
 KT0020.The orthometric height was determined by differential leveling
 KT0020.and adjusted in June 1991.
 KT0020
 KT0020.The geoid height was determined by GEOID03.
 KT0020
 KT0020.The dynamic height is computed by dividing the NAVD 88
 KT0020.geopotential number by the normal gravity value computed on the
 KT0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT0020.degrees latitude (g = 980.6199 gals.).
 KT0020
 KT0020.The modeled gravity was interpolated from observed gravity values.
 KT0020
 KT0020;                    North         East    Units  Estimated Accuracy
 KT0020;SPC CA 1     -   565,950.    1,995,560.      MT  (+/- 180 meters Scaled)
 KT0020
 KT0020                          SUPERSEDED SURVEY CONTROL
 KT0020
 KT0020  NGVD 29 (??/??/92)   61.942  (m)          203.22   (f) ADJ UNCH    1 2
 KT0020
 KT0020.Superseded values are not recommended for survey control.
 KT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0020.See file dsdata.txt to determine how the superseded data were derived.
 KT0020
 KT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK810201(NAD 83)
 KT0020_MARKER: DD = SURVEY DISK
 KT0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0020_STAMPING: 202 B 1902
 KT0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0020+STABILITY: SURFACE MOTION
 KT0020
 KT0020  HISTORY     - Date     Condition        Report By
 KT0020  HISTORY     - 1902     MONUMENTED       USGS
 KT0020  HISTORY     - 1948     GOOD             NGS
 KT0020  HISTORY     - 1950     MARK NOT FOUND   USGS
 KT0020  HISTORY     - 19880622 MARK NOT FOUND   NGS
 KT0020
 KT0020                          STATION DESCRIPTION
 KT0020
 KT0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KT0020'0.5 MI S FROM VINA.
 KT0020'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 KT0020'THE STATION AT VINA, ABOUT 0.3 MILE NORTHWEST OF CROSSING C 202.3,
 KT0020'ABOUT 137 FEET SOUTHEAST OF TELEPHONE POLE L 22, 43.1 FEET
 KT0020'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 31 FEET
 KT0020'SOUTHWEST OF THE CENTER LINE OF AN ASPAHLT ROAD PARALELLING THE
 KT0020'RAILROAD, 3 FEET BELOW THE LEVEL OF THE TRACKS, 1.7 FEET
 KT0020'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KT0020'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 KT0020
 KT0020                          STATION RECOVERY (1950)
 KT0020
 KT0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KT0020'MARK NOT FOUND.
 KT0020
 KT0020                          STATION RECOVERY (1988)
 KT0020
 KT0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2374 ***********************************************************************
 FU2374  DESIGNATION -  202 DWR
 FU2374  PID         -  FU2374
 FU2374  STATE/COUNTY-  CA/KERN
 FU2374  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2374
 FU2374                         *CURRENT SURVEY CONTROL
 FU2374  ___________________________________________________________________
 FU2374* NAD 83(1986)-  35 09 22.     (N)    119 20 38.     (W)     SCALED    
 FU2374* NAVD 88     -       150.96   (+/-2cm)     495.3    (feet)  VERTCON   
 FU2374  ___________________________________________________________________
 FU2374  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 FU2374  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2374
 FU2374.The horizontal coordinates were scaled from a topographic map and have
 FU2374.an estimated accuracy of +/- 6 seconds.
 FU2374
 FU2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2374.The vertical order pertains to the NGVD 29 superseded value.
 FU2374
 FU2374.The geoid height was determined by GEOID03.
 FU2374
 FU2374;                    North         East    Units  Estimated Accuracy
 FU2374;SPC CA 5     -   684,530.    1,877,560.      MT  (+/- 180 meters Scaled)
 FU2374
 FU2374                          SUPERSEDED SURVEY CONTROL
 FU2374
 FU2374  NGVD 29 (??/??/92)  150.192  (m)          492.75   (f) ADJ UNCH    1 1
 FU2374
 FU2374.Superseded values are not recommended for survey control.
 FU2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2374.See file dsdata.txt to determine how the superseded data were derived.
 FU2374
 FU2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU865928(NAD 83)
 FU2374_MARKER: DD = SURVEY DISK
 FU2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2374_STAMPING: LONG 10 59 PL 2 SJA 130
 FU2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2374+STABILITY: SURFACE MOTION
 FU2374
 FU2374  HISTORY     - Date     Condition        Report By
 FU2374  HISTORY     - UNK      MONUMENTED       CADWR
 FU2374  HISTORY     - 1968     GOOD             NGS
 FU2374  HISTORY     - 1975     GOOD             NGS
 FU2374
 FU2374                          STATION DESCRIPTION
 FU2374
 FU2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2374'8.8 MI E FROM TAFT.
 FU2374'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2374'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE
 FU2374'P 280 B AND GARDNER FIELD ROAD, THENCE 2.6 MILES NORTHEAST ALONG
 FU2374'RICHFIELD OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.85
 FU2374'MILE NORTH AND WEST ALONG AN ASPHALT ROAD, 0.1 MILE SOUTHWEST
 FU2374'OF AN ASPHALT ROAD NORTH TO BUENA VISTA PUMPING PLANT, ON A KNOLL,
 FU2374'ABOUT 290 FEET SOUTH AND ACROSS THE ROAD FROM VISITORS VIEW POINT,
 FU2374'140 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A
 FU2374'WITNESS POST, ABOUT 20 FEET HIGHER THAN THE ROAD, AND SET IN THE
 FU2374'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE APPARENT
 FU2374'UPLIFT OF THIS MARK IS BELIEVED DUE TO REBOUND CAUSED BY EXCAVATION
 FU2374'FOR THE BUENA VISTA PUMP PLANT.
 FU2374
 FU2374                          STATION RECOVERY (1975)
 FU2374
 FU2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0216 ***********************************************************************
 DY0216  DESIGNATION -  202 USN
 DY0216  PID         -  DY0216
 DY0216  STATE/COUNTY-  CA/LOS ANGELES
 DY0216  USGS QUAD   -  LONG BEACH (1981)
 DY0216
 DY0216                         *CURRENT SURVEY CONTROL
 DY0216  ___________________________________________________________________
 DY0216* NAD 83(1986)-  33 45 25.     (N)    118 14 34.     (W)     SCALED    
 DY0216* NAVD 88     -         4.77   (+/-2cm)      15.6    (feet)  VERTCON   
 DY0216  ___________________________________________________________________
 DY0216  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0216  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0216
 DY0216.The horizontal coordinates were scaled from a topographic map and have
 DY0216.an estimated accuracy of +/- 6 seconds.
 DY0216
 DY0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0216.The vertical order pertains to the NGVD 29 superseded value.
 DY0216
 DY0216.The geoid height was determined by GEOID03.
 DY0216
 DY0216;                    North         East    Units  Estimated Accuracy
 DY0216;SPC CA 5     -   528,530.    1,977,510.      MT  (+/- 180 meters Scaled)
 DY0216
 DY0216                          SUPERSEDED SURVEY CONTROL
 DY0216
 DY0216  NGVD 29 (??/??/92)    3.970  (m)           13.02   (f) ADJ UNCH    1 2
 DY0216
 DY0216.Superseded values are not recommended for survey control.
 DY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0216.See file dsdata.txt to determine how the superseded data were derived.
 DY0216
 DY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT849359(NAD 83)
 DY0216_MARKER: Z = SEE DESCRIPTION
 DY0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0216_SP_SET: CURB
 DY0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0216
 DY0216  HISTORY     - Date     Condition        Report By
 DY0216  HISTORY     - UNK      MONUMENTED       DOD
 DY0216  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0216
 DY0216                          STATION DESCRIPTION
 DY0216
 DY0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0216'AT LONG BEACH.
 DY0216'ON TERMINAL ISLAND, AT THE TRIANGULAR ISLAND AT ROOSEVELT BASE,
 DY0216'AT GATE 1, 4.1 FEET NORTH OF THE NORTH CURB OF AVENUE D, AT THE
 DY0216'SOUTHWEST CORNER OF THE TRIANGLE, 1.3 FEET SOUTHEAST OF THE CURB
 DY0216'OF THE NORTHWEST SIDE OF THE TRIANGLE, AND IN THE CENTER OF THE
 DY0216'CURB RETURN.  THE TOP OF A TACK IN A LEAD PLUG.  THE STREET
 DY0216'MENTIONED HAS BEEN ALTERED AT THE BENCH MARK LOCATION AND THE
 DY0216'MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1968 ***********************************************************************
 JS1968  DESIGNATION -  202+58
 JS1968  PID         -  JS1968
 JS1968  STATE/COUNTY-  CA/SOLANO
 JS1968  USGS QUAD   -  DENVERTON (1980)
 JS1968
 JS1968                         *CURRENT SURVEY CONTROL
 JS1968  ___________________________________________________________________
 JS1968* NAD 83(1986)-  38 14 36.     (N)    121 58 36.     (W)     SCALED    
 JS1968* NAVD 88     -         6.45   (+/-2cm)      21.2    (feet)  VERTCON   
 JS1968  ___________________________________________________________________
 JS1968  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JS1968  VERT ORDER  -  THIRD (See Below)
 JS1968
 JS1968.The horizontal coordinates were scaled from a topographic map and have
 JS1968.an estimated accuracy of +/- 6 seconds.
 JS1968
 JS1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1968.The vertical order pertains to the NGVD 29 superseded value.
 JS1968
 JS1968.The geoid height was determined by GEOID03.
 JS1968
 JS1968;                    North         East    Units  Estimated Accuracy
 JS1968;SPC CA 2     -   564,020.    2,002,040.      MT  (+/- 180 meters Scaled)
 JS1968
 JS1968                          SUPERSEDED SURVEY CONTROL
 JS1968
 JS1968  NGVD 29 (??/??/??)    5.67   (m)           18.6    (f) RESET       3  
 JS1968
 JS1968.Superseded values are not recommended for survey control.
 JS1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1968.See file dsdata.txt to determine how the superseded data were derived.
 JS1968
 JS1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH895333(NAD 83)
 JS1968_MARKER: DB = BENCH MARK DISK
 JS1968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1968_SP_SET: CULVERT
 JS1968_MARK LOGO: CADH  
 JS1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1968
 JS1968  HISTORY     - Date     Condition        Report By
 JS1968  HISTORY     - UNK      MONUMENTED       CADH
 JS1968  HISTORY     - 1958     GOOD             CGS
 JS1968  HISTORY     - 1966     GOOD             CGS
 JS1968
 JS1968                          STATION DESCRIPTION
 JS1968
 JS1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JS1968'3.8 MI E FROM FAIRFIELD.
 JS1968'2.8 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 JS1968'FAIRFIELD, THENCE 1.0 MILE EAST ALONG AN ASPHALT ROAD (A
 JS1968'FORMER ALIGNMENT OF THE HIGHWAY), IN R1W T5N S28, 0.1 MILE
 JS1968'WEST OF THE T JUNCTION OF AN ASPHALT ROAD LEADING SOUTH, AT 3-BY
 JS1968'3-FOOT CONCRETE BOX CULVERT 202+58, IN THE TOP OF THE EAST END
 JS1968'OF THE NORTH CONCRETE HEAD WALL, 21 1/2 FEET NORTH OF THE CENTER
 JS1968'LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 JS1968
 JS1968                          STATION RECOVERY (1966)
 JS1968
 JS1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3325 ***********************************************************************
 AH3325  DESIGNATION -  2022
 AH3325  PID         -  AH3325
 AH3325  STATE/COUNTY-  CA/LOS ANGELES
 AH3325  USGS QUAD   -  PASADENA (1994)
 AH3325
 AH3325                         *CURRENT SURVEY CONTROL
 AH3325  ___________________________________________________________________
 AH3325* NAD 83(1986)-  34 09 56.     (N)    118 14 56.     (W)     SCALED    
 AH3325* NAVD 88     -       203.901  (meters)     668.97   (feet)  ADJUSTED  
 AH3325  ___________________________________________________________________
 AH3325  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH3325  DYNAMIC HT  -         203.686 (meters)     668.26  (feet)  COMP
 AH3325  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 AH3325
 AH3325  VERT ORDER  -  FIRST     CLASS II
 AH3325
 AH3325.The horizontal coordinates were scaled from a topographic map and have
 AH3325.an estimated accuracy of +/- 6 seconds.
 AH3325
 AH3325.The orthometric height was determined by differential leveling
 AH3325.and adjusted in May 1999.
 AH3325
 AH3325.The geoid height was determined by GEOID03.
 AH3325
 AH3325.The dynamic height is computed by dividing the NAVD 88
 AH3325.geopotential number by the normal gravity value computed on the
 AH3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3325.degrees latitude (g = 980.6199 gals.).
 AH3325
 AH3325.The modeled gravity was interpolated from observed gravity values.
 AH3325
 AH3325;                    North         East    Units  Estimated Accuracy
 AH3325;SPC CA 5     -   573,860.    1,977,050.      MT  (+/- 180 meters Scaled)
 AH3325
 AH3325                          SUPERSEDED SURVEY CONTROL
 AH3325
 AH3325.No superseded survey control is available for this station.
 AH3325
 AH3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT848812(NAD 83)
 AH3325_MARKER: DB = BENCH MARK DISK
 AH3325_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3325_SP_SET: CURB
 AH3325_STAMPING: BM 2022 SET 1995
 AH3325_PROJECTION: FLUSH
 AH3325_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3325+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 AH3325
 AH3325  HISTORY     - Date     Condition        Report By
 AH3325  HISTORY     - 1995     MONUMENTED
 AH3325  HISTORY     - 19970630 GOOD             MWDSC
 AH3325
 AH3325                          STATION DESCRIPTION
 AH3325
 AH3325'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3325'IN THE CITY OF GLENDALE, IN THE NORTHERLY SIDE OF MOUNTAIN STREET,
 AH3325'10.67 M (35.01 FT) NORTHERLY OF THE CENTERLINE OF MOUNTAIN STREET,
 AH3325'STATION IS THE NORTHERLY CONCRETE CURB OF MOUNTAIN STREET 0.30 M (0.98
 AH3325'FT) EAST OF A 1.22 M (4.00 FT) BY 4.57 M (14.99 FT) CONCRETE CATCH
 AH3325'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9374 ***********************************************************************
 AH9374  DESIGNATION -  203
 AH9374  PID         -  AH9374
 AH9374  STATE/COUNTY-  CA/BUTTE
 AH9374  USGS QUAD   -  BIGGS (1970)
 AH9374
 AH9374                         *CURRENT SURVEY CONTROL
 AH9374  ___________________________________________________________________
 AH9374* NAD 83(1986)-  39 24 53.     (N)    121 41 44.     (W)     SCALED    
 AH9374* NAVD 88     -        30.321  (meters)      99.48   (feet)  ADJUSTED  
 AH9374  ___________________________________________________________________
 AH9374  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AH9374  DYNAMIC HT  -          30.305 (meters)      99.43  (feet)  COMP
 AH9374  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 AH9374
 AH9374  VERT ORDER  -  FIRST     CLASS II
 AH9374
 AH9374.The horizontal coordinates were scaled from a topographic map and have
 AH9374.an estimated accuracy of +/- 6 seconds.
 AH9374
 AH9374.The orthometric height was determined by differential leveling
 AH9374.and adjusted in July 2002.
 AH9374.No vertical observational check was made to the station.
 AH9374
 AH9374.The geoid height was determined by GEOID03.
 AH9374
 AH9374.The dynamic height is computed by dividing the NAVD 88
 AH9374.geopotential number by the normal gravity value computed on the
 AH9374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9374.degrees latitude (g = 980.6199 gals.).
 AH9374
 AH9374.The modeled gravity was interpolated from observed gravity values.
 AH9374
 AH9374;                    North         East    Units  Estimated Accuracy
 AH9374;SPC CA 2     -   694,090.    2,026,220.      MT  (+/- 180 meters Scaled)
 AH9374
 AH9374                          SUPERSEDED SURVEY CONTROL
 AH9374
 AH9374.No superseded survey control is available for this station.
 AH9374
 AH9374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ122636(NAD 83)
 AH9374_MARKER: DD = SURVEY DISK
 AH9374_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9374_SP_SET: CULVERT HEADWALL
 AH9374_STAMPING: 203
 AH9374_MARK LOGO: CA-007
 AH9374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9374+STABILITY: SURFACE MOTION
 AH9374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9374+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AH9374
 AH9374  HISTORY     - Date     Condition        Report By
 AH9374  HISTORY     - UNK      MONUMENTED       CA-007
 AH9374  HISTORY     - 19990428 GOOD             NGS
 AH9374  HISTORY     - 20040324 GOOD             CADT
 AH9374
 AH9374                          STATION DESCRIPTION
 AH9374
 AH9374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9374'1.3 KM (0.80 MI) EASTERLY ALONG B STREET FROM THE POST OFFICE IN
 AH9374'BIGGS, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE NORTH
 AH9374'CONCRETE HEADWALL OF A LARGE CULVERT UNDER THE HIGHWAY, 9.5 M (31.2
 AH9374'FT) NORTH OF THE STREET CENTERLINE, AND 0.8 M (2.6 FT) BELOW THE LEVEL
 AH9374'OF THE HIGHWAY.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 AH9374
 AH9374                          STATION RECOVERY (2004)
 AH9374
 AH9374'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 AH9374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3961 ***********************************************************************
 EW3961  DESIGNATION -  203 10 LA CO
 EW3961  PID         -  EW3961
 EW3961  STATE/COUNTY-  CA/LOS ANGELES
 EW3961  USGS QUAD   -  MINT CANYON (1995)
 EW3961
 EW3961                         *CURRENT SURVEY CONTROL
 EW3961  ___________________________________________________________________
 EW3961* NAD 83(1986)-  34 22 34.     (N)    118 25 48.     (W)     SCALED    
 EW3961* NAVD 88     -       601.83   (+/-2cm)    1974.5    (feet)  VERTCON   
 EW3961  ___________________________________________________________________
 EW3961  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EW3961  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3961
 EW3961.The horizontal coordinates were scaled from a topographic map and have
 EW3961.an estimated accuracy of +/- 6 seconds.
 EW3961
 EW3961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3961.The vertical order pertains to the NGVD 29 superseded value.
 EW3961
 EW3961.The geoid height was determined by GEOID03.
 EW3961
 EW3961;                    North         East    Units  Estimated Accuracy
 EW3961;SPC CA 5     -   597,270.    1,960,450.      MT  (+/- 180 meters Scaled)
 EW3961
 EW3961                          SUPERSEDED SURVEY CONTROL
 EW3961
 EW3961  NGVD 29 (??/??/92)  601.000  (m)         1971.78   (f) ADJ UNCH    1 1
 EW3961
 EW3961.Superseded values are not recommended for survey control.
 EW3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3961.See file dsdata.txt to determine how the superseded data were derived.
 EW3961
 EW3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU685047(NAD 83)
 EW3961_MARKER: P = PIPE CAP
 EW3961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3961_STAMPING: BM 203-10 1966 5869
 EW3961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3961+STABILITY: SURFACE MOTION
 EW3961
 EW3961  HISTORY     - Date     Condition        Report By
 EW3961  HISTORY     - 1966     MONUMENTED       CA-037
 EW3961
 EW3961                          STATION DESCRIPTION
 EW3961
 EW3961'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3961'3.1 MI SSE FROM SOLEMINT.
 EW3961'PLACERITA CANYON ROAD, 1.0 MILE WEST OF SAND CANYON ROAD, 100
 EW3961'FEET WESTERLY OF ENTRANCE TO HUGHES PROPULSION SYSTEMS FIELD
 EW3961'LABORATORY AND SPECIAL DEVICES INC., 25.0 FEET SOUTH-SOUTHWESTERLY
 EW3961'OF CENTER OF PLACERITA CANYON ROAD, 4.7 FEET SOUTHERLY OF POWER
 EW3961'POLE NO. 1383137E.  SET IN TOP OF 12 INCH CONCRETE POST
 EW3961'PROJECTING 4 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3959 ***********************************************************************
 EW3959  DESIGNATION -  203 12 LA CO
 EW3959  PID         -  EW3959
 EW3959  STATE/COUNTY-  CA/LOS ANGELES
 EW3959  USGS QUAD   -  MINT CANYON (1995)
 EW3959
 EW3959                         *CURRENT SURVEY CONTROL
 EW3959  ___________________________________________________________________
 EW3959* NAD 83(1986)-  34 22 42.     (N)    118 26 56.     (W)     SCALED    
 EW3959* NAVD 88     -       568.78   (+/-2cm)    1866.1    (feet)  VERTCON   
 EW3959  ___________________________________________________________________
 EW3959  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EW3959  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3959
 EW3959.The horizontal coordinates were scaled from a topographic map and have
 EW3959.an estimated accuracy of +/- 6 seconds.
 EW3959
 EW3959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3959.The vertical order pertains to the NGVD 29 superseded value.
 EW3959
 EW3959.The geoid height was determined by GEOID03.
 EW3959
 EW3959;                    North         East    Units  Estimated Accuracy
 EW3959;SPC CA 5     -   597,520.    1,958,720.      MT  (+/- 180 meters Scaled)
 EW3959
 EW3959                          SUPERSEDED SURVEY CONTROL
 EW3959
 EW3959  NGVD 29 (??/??/92)  567.949  (m)         1863.35   (f) ADJ UNCH    1 1
 EW3959
 EW3959.Superseded values are not recommended for survey control.
 EW3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3959.See file dsdata.txt to determine how the superseded data were derived.
 EW3959
 EW3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU667050(NAD 83)
 EW3959_MARKER: P = PIPE CAP
 EW3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3959_STAMPING: BM 203-12 1966 5869
 EW3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3959+STABILITY: SURFACE MOTION
 EW3959
 EW3959  HISTORY     - Date     Condition        Report By
 EW3959  HISTORY     - 1966     MONUMENTED       CA-037
 EW3959
 EW3959                          STATION DESCRIPTION
 EW3959
 EW3959'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3959'2.7 MI S FROM SOLEMINT.
 EW3959'PLACERITA CANYON ROAD, 2.0 MILES WEST OF SAND CANYON ROAD AT
 EW3959'WEST END OF CUT BANK, 24.0 FEET SOUTH OF CENTER OF PLACERITA
 EW3959'CANYON ROAD, 5.7 FEET EASTERLY OF POWER POLE 1382989E, 5 FEET
 EW3959'NORTHWESTERLY OF CENTER OF ROCK AND CONCRETE DRAIN.  SET IN
 EW3959'TOP OF A 12 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 EW3959'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3958 ***********************************************************************
 EW3958  DESIGNATION -  203 13 LA CO
 EW3958  PID         -  EW3958
 EW3958  STATE/COUNTY-  CA/LOS ANGELES
 EW3958  USGS QUAD   -  MINT CANYON (1995)
 EW3958
 EW3958                         *CURRENT SURVEY CONTROL
 EW3958  ___________________________________________________________________
 EW3958* NAD 83(1986)-  34 22 45.     (N)    118 27 32.     (W)     SCALED    
 EW3958* NAVD 88     -       540.36   (+/-2cm)    1772.8    (feet)  VERTCON   
 EW3958  ___________________________________________________________________
 EW3958  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EW3958  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3958
 EW3958.The horizontal coordinates were scaled from a topographic map and have
 EW3958.an estimated accuracy of +/- 6 seconds.
 EW3958
 EW3958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3958.The vertical order pertains to the NGVD 29 superseded value.
 EW3958
 EW3958.The geoid height was determined by GEOID03.
 EW3958
 EW3958;                    North         East    Units  Estimated Accuracy
 EW3958;SPC CA 5     -   597,620.    1,957,800.      MT  (+/- 180 meters Scaled)
 EW3958
 EW3958                          SUPERSEDED SURVEY CONTROL
 EW3958
 EW3958  NGVD 29 (??/??/92)  539.535  (m)         1770.12   (f) ADJ UNCH    1 1
 EW3958
 EW3958.Superseded values are not recommended for survey control.
 EW3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3958.See file dsdata.txt to determine how the superseded data were derived.
 EW3958
 EW3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU658051(NAD 83)
 EW3958_MARKER: P = PIPE CAP
 EW3958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3958_STAMPING: BM 203-13 1966 5869
 EW3958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3958+STABILITY: SURFACE MOTION
 EW3958
 EW3958  HISTORY     - Date     Condition        Report By
 EW3958  HISTORY     - 1966     MONUMENTED       CA-037
 EW3958
 EW3958                          STATION DESCRIPTION
 EW3958
 EW3958'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3958'2.6 MI S FROM SOLEMINT.
 EW3958'PLACERITA CANYON ROAD, 0.8 MILE EAST OF ENTRANCE TO PLACERITA
 EW3958'CANYON STATE AND COUNTY PARK, ABOUT 900 FEET WEST OF CULVERT
 EW3958'AT MILE MARKER 4.888 29.4 FEET SOUTHERLY OF CENTER OF PLACERITA
 EW3958'CANYON ROAD, 18.4 FEET WEST OF TELEPHONE POLE NO. 102182 WITH
 EW3958'A FIRE TELEPHONE.  SET IN TOP OF 12 INCH CONCRETE POST PROJECTING
 EW3958'6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3957 ***********************************************************************
 EW3957  DESIGNATION -  203 14 A LA CO
 EW3957  PID         -  EW3957
 EW3957  STATE/COUNTY-  CA/LOS ANGELES
 EW3957  USGS QUAD   -  MINT CANYON (1995)
 EW3957
 EW3957                         *CURRENT SURVEY CONTROL
 EW3957  ___________________________________________________________________
 EW3957* NAD 83(1986)-  34 22 45.     (N)    118 28 00.     (W)     SCALED    
 EW3957* NAVD 88     -       496.75   (+/-2cm)    1629.8    (feet)  VERTCON   
 EW3957  ___________________________________________________________________
 EW3957  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EW3957  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3957
 EW3957.The horizontal coordinates were scaled from a topographic map and have
 EW3957.an estimated accuracy of +/- 6 seconds.
 EW3957
 EW3957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3957.The vertical order pertains to the NGVD 29 superseded value.
 EW3957
 EW3957.The geoid height was determined by GEOID03.
 EW3957
 EW3957;                    North         East    Units  Estimated Accuracy
 EW3957;SPC CA 5     -   597,620.    1,957,080.      MT  (+/- 180 meters Scaled)
 EW3957
 EW3957                          SUPERSEDED SURVEY CONTROL
 EW3957
 EW3957  NGVD 29 (??/??/92)  495.925  (m)         1627.05   (f) ADJ UNCH    1 1
 EW3957
 EW3957.Superseded values are not recommended for survey control.
 EW3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3957.See file dsdata.txt to determine how the superseded data were derived.
 EW3957
 EW3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU651051(NAD 83)
 EW3957_MARKER: DD = SURVEY DISK
 EW3957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3957_SP_SET: CONCRETE PAD
 EW3957_STAMPING: BM 203-14 A 1971 RE 5869
 EW3957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3957
 EW3957  HISTORY     - Date     Condition        Report By
 EW3957  HISTORY     - 1971     MONUMENTED       CA-037
 EW3957
 EW3957                          STATION DESCRIPTION
 EW3957
 EW3957'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW3957'2.6 MI S FROM SOLEMINT.
 EW3957'PLACERITA CANYON ROAD, SOUTH SIDE 1.9 MILES EASTERLY FROM SIERRA
 EW3957'HIGHWAY, 3.1 MILES WESTERLY FROM SAND CANYON ROAD, 0.3 MILE
 EW3957'EASTERLY FROM THE ENTRANCE TO PLACERITA STATE AND COUNTY PARK,
 EW3957'0.1 MILE WESTERLY FROM THE ENTRANCE ROAD TO A HOUSING TRACT 21.5
 EW3957'FEET SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF PLACERITA
 EW3957'CANYON ROAD 8.9 FEET WESTERLY FROM A CONCRETE DRAIN, 9.3 FEET
 EW3957'EASTERLY FROM P.P. NO. 1382970E, UP 6 INCHES ABOVE THE GROUND,
 EW3957'SET IN A 12-INCH BY 12-INCH CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3952 ***********************************************************************
 EW3952  DESIGNATION -  203 16 LA CO
 EW3952  PID         -  EW3952
 EW3952  STATE/COUNTY-  CA/LOS ANGELES
 EW3952  USGS QUAD   -  SAN FERNANDO (1988)
 EW3952
 EW3952                         *CURRENT SURVEY CONTROL
 EW3952  ___________________________________________________________________
 EW3952* NAD 83(1986)-  34 22 24.     (N)    118 28 40.     (W)     SCALED    
 EW3952* NAVD 88     -       481.24   (+/-2cm)    1578.9    (feet)  VERTCON   
 EW3952  ___________________________________________________________________
 EW3952  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 EW3952  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3952
 EW3952.The horizontal coordinates were scaled from a topographic map and have
 EW3952.an estimated accuracy of +/- 6 seconds.
 EW3952
 EW3952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3952.The vertical order pertains to the NGVD 29 superseded value.
 EW3952
 EW3952.The geoid height was determined by GEOID03.
 EW3952
 EW3952;                    North         East    Units  Estimated Accuracy
 EW3952;SPC CA 5     -   596,980.    1,956,060.      MT  (+/- 180 meters Scaled)
 EW3952
 EW3952                          SUPERSEDED SURVEY CONTROL
 EW3952
 EW3952  NGVD 29 (??/??/92)  480.413  (m)         1576.15   (f) ADJ UNCH    1 1
 EW3952
 EW3952.Superseded values are not recommended for survey control.
 EW3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3952.See file dsdata.txt to determine how the superseded data were derived.
 EW3952
 EW3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU641045(NAD 83)
 EW3952_MARKER: P = PIPE CAP
 EW3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3952_STAMPING: BM 203-16 1966 5869
 EW3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3952+STABILITY: SURFACE MOTION
 EW3952
 EW3952  HISTORY     - Date     Condition        Report By
 EW3952  HISTORY     - 1966     MONUMENTED       CA-037
 EW3952
 EW3952                          STATION DESCRIPTION
 EW3952
 EW3952'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3952'3.2 MI SSW FROM SOLEMINT.
 EW3952'PLACERITA CANYON ROAD, ABOUT 0.6 MILE WEST OF ENTRANCE TO PLACERITA
 EW3952'CANYON STATE AND COUNTY PARK, ABOUT 375 FEET WESTERLY OF CULVERT
 EW3952'AT MILE MARKER 3.36, 32.0 FEET SOUTH-SOUTHWESTERLY OF CENTER
 EW3952'OF PLACERITA CANYON ROAD, 3.3 FEET SOUTH OF POWER POLE NO.
 EW3952'1382961E.  SET IN TOP OF A 12 INCH CONCRETE POST PROJECTING 6
 EW3952'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3955 ***********************************************************************
 EW3955  DESIGNATION -  203 17 LA CO
 EW3955  PID         -  EW3955
 EW3955  STATE/COUNTY-  CA/LOS ANGELES
 EW3955  USGS QUAD   -  MINT CANYON (1995)
 EW3955
 EW3955                         *CURRENT SURVEY CONTROL
 EW3955  ___________________________________________________________________
 EW3955* NAD 83(1986)-  34 22 32.     (N)    118 29 11.     (W)     SCALED    
 EW3955* NAVD 88     -       448.15   (+/-2cm)    1470.3    (feet)  VERTCON   
 EW3955  ___________________________________________________________________
 EW3955  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EW3955  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3955
 EW3955.The horizontal coordinates were scaled from a topographic map and have
 EW3955.an estimated accuracy of +/- 6 seconds.
 EW3955
 EW3955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3955.The vertical order pertains to the NGVD 29 superseded value.
 EW3955
 EW3955.The geoid height was determined by GEOID03.
 EW3955
 EW3955;                    North         East    Units  Estimated Accuracy
 EW3955;SPC CA 5     -   597,230.    1,955,270.      MT  (+/- 180 meters Scaled)
 EW3955
 EW3955                          SUPERSEDED SURVEY CONTROL
 EW3955
 EW3955  NGVD 29 (??/??/92)  447.328  (m)         1467.61   (f) ADJ UNCH    1 1
 EW3955
 EW3955.Superseded values are not recommended for survey control.
 EW3955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3955.See file dsdata.txt to determine how the superseded data were derived.
 EW3955
 EW3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU633047(NAD 83)
 EW3955_MARKER: P = PIPE CAP
 EW3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3955_STAMPING: BM 203-17 1966 5869
 EW3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3955+STABILITY: SURFACE MOTION
 EW3955
 EW3955  HISTORY     - Date     Condition        Report By
 EW3955  HISTORY     - 1966     MONUMENTED       CA-037
 EW3955
 EW3955                          STATION DESCRIPTION
 EW3955
 EW3955'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3955'3.9 MI ESE FROM NEWHALL.
 EW3955'PLACERITA CANYON ROAD, 0.5 MILE EAST OF SIERRA HIGHWAY, 137.5
 EW3955'FEET WEST OF CULVERT AT MILE MARKER 2.79, 23.0 FEET SOUTH OF
 EW3955'CENTER OF PLACERITA CANYON ROAD, 4.5 FEET SOUTH OF POWER POLE
 EW3955'NO. 1362950E.  SET IN TOP OF A 12 INCH CONCRETE POST PROJECTING
 EW3955'6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3954 ***********************************************************************
 EW3954  DESIGNATION -  203 18 A LA CO
 EW3954  PID         -  EW3954
 EW3954  STATE/COUNTY-  CA/LOS ANGELES
 EW3954  USGS QUAD   -  MINT CANYON (1995)
 EW3954
 EW3954                         *CURRENT SURVEY CONTROL
 EW3954  ___________________________________________________________________
 EW3954* NAD 83(1986)-  34 22 33.     (N)    118 29 29.     (W)     SCALED    
 EW3954* NAVD 88     -       441.52   (+/-2cm)    1448.6    (feet)  VERTCON   
 EW3954  ___________________________________________________________________
 EW3954  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EW3954  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3954
 EW3954.The horizontal coordinates were scaled from a topographic map and have
 EW3954.an estimated accuracy of +/- 6 seconds.
 EW3954
 EW3954.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3954.The vertical order pertains to the NGVD 29 superseded value.
 EW3954
 EW3954.The geoid height was determined by GEOID03.
 EW3954
 EW3954;                    North         East    Units  Estimated Accuracy
 EW3954;SPC CA 5     -   597,260.    1,954,810.      MT  (+/- 180 meters Scaled)
 EW3954
 EW3954                          SUPERSEDED SURVEY CONTROL
 EW3954
 EW3954  NGVD 29 (??/??/92)  440.700  (m)         1445.86   (f) ADJ UNCH    1 1
 EW3954
 EW3954.Superseded values are not recommended for survey control.
 EW3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3954.See file dsdata.txt to determine how the superseded data were derived.
 EW3954
 EW3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU628048(NAD 83)
 EW3954_MARKER: DD = SURVEY DISK
 EW3954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3954_SP_SET: CONCRETE PAD
 EW3954_STAMPING: BM 203-18 A 1971 RE 5869
 EW3954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3954
 EW3954  HISTORY     - Date     Condition        Report By
 EW3954  HISTORY     - 1971     MONUMENTED       CA-037
 EW3954
 EW3954                          STATION DESCRIPTION
 EW3954
 EW3954'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW3954'3.5 MI SW FROM SOLEMINT.
 EW3954'PLACERITA CANYON ROAD SOUTHERLY SIDE AT THE INTERSECTION OF
 EW3954'PLACERITA CANYON ROAD OFFRAMP, FROM THE NORTH BOUND ANTELOPE
 EW3954'VALLEY FREEWAY, WITH PLACERITA CANYON ROAD SOUTHEASTERLY CORNER,
 EW3954'500 FEET EASTERLY FROM THE ANTELOPE VALLEY FREEWAY, 45.7 FEET
 EW3954'SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF PLACERITA CANYON
 EW3954'ROAD, 95.7 FEET EASTERLY FROM A CHAIN LINK FENCE, 4.2 FEET
 EW3954'SOUTHERLY FROM AN ASPHALT CURB, UP 6 INCHES ABOVE THE GROUND
 EW3954'IN A 12-INCH BY 12-INCH CONCRETE PAD 2.0 FEET EAST OF A MARKER
 EW3954'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3953 ***********************************************************************
 EW3953  DESIGNATION -  203 19 LA CO
 EW3953  PID         -  EW3953
 EW3953  STATE/COUNTY-  CA/LOS ANGELES
 EW3953  USGS QUAD   -  MINT CANYON (1995)
 EW3953
 EW3953                         *CURRENT SURVEY CONTROL
 EW3953  ___________________________________________________________________
 EW3953* NAD 83(1986)-  34 22 45.     (N)    118 29 52.     (W)     SCALED    
 EW3953* NAVD 88     -       420.35   (+/-2cm)    1379.1    (feet)  VERTCON   
 EW3953  ___________________________________________________________________
 EW3953  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EW3953  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3953
 EW3953.The horizontal coordinates were scaled from a topographic map and have
 EW3953.an estimated accuracy of +/- 6 seconds.
 EW3953
 EW3953.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3953.The vertical order pertains to the NGVD 29 superseded value.
 EW3953
 EW3953.The geoid height was determined by GEOID03.
 EW3953
 EW3953;                    North         East    Units  Estimated Accuracy
 EW3953;SPC CA 5     -   597,640.    1,954,220.      MT  (+/- 180 meters Scaled)
 EW3953
 EW3953                          SUPERSEDED SURVEY CONTROL
 EW3953
 EW3953  NGVD 29 (??/??/92)  419.527  (m)         1376.40   (f) ADJ UNCH    1 1
 EW3953
 EW3953.Superseded values are not recommended for survey control.
 EW3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3953.See file dsdata.txt to determine how the superseded data were derived.
 EW3953
 EW3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU622052(NAD 83)
 EW3953_MARKER: Z = SEE DESCRIPTION
 EW3953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3953_SP_SET: CONCRETE BLOCK
 EW3953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3953
 EW3953  HISTORY     - Date     Condition        Report By
 EW3953  HISTORY     - UNK      MONUMENTED       CA-037
 EW3953  HISTORY     - 1966     GOOD             CA-037
 EW3953
 EW3953                          STATION DESCRIPTION
 EW3953
 EW3953'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3953'2.3 MI E FROM NEWHALL.
 EW3953'PLACERITA CANYON ROAD, 0.2 MILE WEST OF SIERRA HIGHWAY, AT CITY
 EW3953'OF LOS ANGELES DEPARTMENT OF WATER AND POWER AQUEDUCT CROSSING,
 EW3953'262 FEET NORTH OF CENTER OF PLACERITA CANYON ROAD, 5.0 FEET
 EW3953'EAST OF AQUEDUCT PIPE.  SET IN TOP OF A 3 FOOT SQUARE BLOCK OF
 EW3953'CONCRETE, 2.5 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4939 ***********************************************************************
 EW4939  DESIGNATION -  203 21 A LA CO
 EW4939  PID         -  EW4939
 EW4939  STATE/COUNTY-  CA/LOS ANGELES
 EW4939  USGS QUAD   -  NEWHALL (1995)
 EW4939
 EW4939                         *CURRENT SURVEY CONTROL
 EW4939  ___________________________________________________________________
 EW4939* NAD 83(1986)-  34 22 48.     (N)    118 30 12.     (W)     SCALED    
 EW4939* NAVD 88     -       413.33   (+/-2cm)    1356.1    (feet)  VERTCON   
 EW4939  ___________________________________________________________________
 EW4939  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 EW4939  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4939
 EW4939.The horizontal coordinates were scaled from a topographic map and have
 EW4939.an estimated accuracy of +/- 6 seconds.
 EW4939
 EW4939.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4939.The vertical order pertains to the NGVD 29 superseded value.
 EW4939
 EW4939.The geoid height was determined by GEOID03.
 EW4939
 EW4939;                    North         East    Units  Estimated Accuracy
 EW4939;SPC CA 5     -   597,730.    1,953,710.      MT  (+/- 180 meters Scaled)
 EW4939
 EW4939                          SUPERSEDED SURVEY CONTROL
 EW4939
 EW4939  NGVD 29 (??/??/92)  412.514  (m)         1353.39   (f) ADJ UNCH    1 1
 EW4939
 EW4939.Superseded values are not recommended for survey control.
 EW4939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4939.See file dsdata.txt to determine how the superseded data were derived.
 EW4939
 EW4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU617053(NAD 83)
 EW4939_MARKER: DD = SURVEY DISK
 EW4939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4939_SP_SET: CONCRETE PAD
 EW4939_STAMPING: BM 203-21 A 1971 RE 5869
 EW4939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4939
 EW4939  HISTORY     - Date     Condition        Report By
 EW4939  HISTORY     - 1971     MONUMENTED       CA-037
 EW4939
 EW4939                          STATION DESCRIPTION
 EW4939
 EW4939'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4939'2.1 MI E FROM NEWHALL.
 EW4939'PLACERITA CANYON ROAD SOUTHERLY SIDE, 1.7 MILES EASTERLY FROM
 EW4939'THE S.P.R.R. CROSSING IN NEWHALL, 0.7 MILE WESTERLY FROM SIERRA
 EW4939'HIGHWAY, 0.15 MILE WESTERLY FROM A PRIVATE STREET, CALLED
 EW4939'DUDLEY LANE, TO HOUSE NO. 20900 60.5 FEET EASTERLY FROM A
 EW4939'48-INCH OAK TREE, 60.9 FEET SOUTHERLY FROM THE APPROXIMATE
 EW4939'CENTERLINE OF PLACERITA CANYON ROAD, 88.9 FEET SOUTHERLY FROM
 EW4939'L.A. COUNTY FIRE DEPARTMENT POLE NO. 102-71, 19.5 FEET WESTERLY
 EW4939'FROM THE WESTERLY POST OF A GATE IN A 5-FOOT WOVEN WIRE FENCE, 5.0
 EW4939'FEET EAST OF P.P. NO. 794925E, 2.0 FEET NORTH OF A 5-FOOT WOVEN
 EW4939'FIRE FENCE, UP 6 INCHES ABOVE THE GROUND IN A 12-INCH BY 12-INCH
 EW4939'CONCRETE PAD 2.0 FEET SOUTH OF A PIPE MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4938 ***********************************************************************
 EW4938  DESIGNATION -  203 22 A LA CO
 EW4938  PID         -  EW4938
 EW4938  STATE/COUNTY-  CA/LOS ANGELES
 EW4938  USGS QUAD   -  NEWHALL (1995)
 EW4938
 EW4938                         *CURRENT SURVEY CONTROL
 EW4938  ___________________________________________________________________
 EW4938* NAD 83(1986)-  34 22 53.     (N)    118 30 37.     (W)     SCALED    
 EW4938* NAVD 88     -       404.53   (+/-2cm)    1327.2    (feet)  VERTCON   
 EW4938  ___________________________________________________________________
 EW4938  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 EW4938  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4938
 EW4938.The horizontal coordinates were scaled from a topographic map and have
 EW4938.an estimated accuracy of +/- 6 seconds.
 EW4938
 EW4938.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4938.The vertical order pertains to the NGVD 29 superseded value.
 EW4938
 EW4938.The geoid height was determined by GEOID03.
 EW4938
 EW4938;                    North         East    Units  Estimated Accuracy
 EW4938;SPC CA 5     -   597,890.    1,953,070.      MT  (+/- 180 meters Scaled)
 EW4938
 EW4938                          SUPERSEDED SURVEY CONTROL
 EW4938
 EW4938  NGVD 29 (??/??/92)  403.707  (m)         1324.50   (f) ADJ UNCH    1 1
 EW4938
 EW4938.Superseded values are not recommended for survey control.
 EW4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4938.See file dsdata.txt to determine how the superseded data were derived.
 EW4938
 EW4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU611054(NAD 83)
 EW4938_MARKER: DD = SURVEY DISK
 EW4938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4938_SP_SET: CONCRETE PAD
 EW4938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4938
 EW4938  HISTORY     - Date     Condition        Report By
 EW4938  HISTORY     - UNK      MONUMENTED       CA-037
 EW4938  HISTORY     - 1971     GOOD             CA-037
 EW4938
 EW4938                          STATION DESCRIPTION
 EW4938
 EW4938'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4938'1.6 MI E FROM NEWHALL.
 EW4938'PLACERITA CANYON ROAD, NORTHERLY SIDE AT A PRIVATE (DIRT) ROAD,
 EW4938'LEADING TO MELODY RANCH, 1.3 MILES EASTERLY FROM THE S.P.R.R.
 EW4938'CROSSING IN NEWHALL, 1.1 MILES WESTERLY FROM SIERRA HIGHWAY
 EW4938'67.8 FEET NORTHERLY FROM THE APPROXIMATE CENTERLINE OF PLACERITA
 EW4938'CANYON ROAD, 32.0 FEET EASTERLY FROM A 3-FOOT WOVEN WIRE FENCE,
 EW4938'ON WESTERLY SIDE OF THE DIRT ROAD, 136.0 FEET NORTHWESTERLY
 EW4938'FROM P.P. NO. 1883122E, 87.0 FEET NORTHEASTERLY FROM P.P. NO
 EW4938'NUMBER, 101.5 FEET NORTHEASTERLY FROM A T FENCE JUNCTION
 EW4938'SOUTHERLY SIDE OF PLACERITA CANYON ROAD, 13.0 FEET SOUTHERLY
 EW4938'FROM T.P. 739231H, UP 6 INCHES ABOVE THE GROUND IN A 12-INCH
 EW4938'BY 12-INCH CONCRETE PAD 2.0 FEET EASTERLY FROM A MARKER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4937 ***********************************************************************
 EW4937  DESIGNATION -  203 23 A LA CO
 EW4937  PID         -  EW4937
 EW4937  STATE/COUNTY-  CA/LOS ANGELES
 EW4937  USGS QUAD   -  NEWHALL (1995)
 EW4937
 EW4937                         *CURRENT SURVEY CONTROL
 EW4937  ___________________________________________________________________
 EW4937* NAD 83(1986)-  34 22 56.     (N)    118 31 03.     (W)     SCALED    
 EW4937* NAVD 88     -       395.76   (+/-2cm)    1298.4    (feet)  VERTCON   
 EW4937  ___________________________________________________________________
 EW4937  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 EW4937  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4937
 EW4937.The horizontal coordinates were scaled from a topographic map and have
 EW4937.an estimated accuracy of +/- 6 seconds.
 EW4937
 EW4937.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4937.The vertical order pertains to the NGVD 29 superseded value.
 EW4937
 EW4937.The geoid height was determined by GEOID03.
 EW4937
 EW4937;                    North         East    Units  Estimated Accuracy
 EW4937;SPC CA 5     -   597,980.    1,952,410.      MT  (+/- 180 meters Scaled)
 EW4937
 EW4937                          SUPERSEDED SURVEY CONTROL
 EW4937
 EW4937  NGVD 29 (??/??/92)  394.936  (m)         1295.72   (f) ADJ UNCH    1 1
 EW4937
 EW4937.Superseded values are not recommended for survey control.
 EW4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4937.See file dsdata.txt to determine how the superseded data were derived.
 EW4937
 EW4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU604055(NAD 83)
 EW4937_MARKER: DD = SURVEY DISK
 EW4937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4937_SP_SET: CONCRETE PAD
 EW4937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4937
 EW4937  HISTORY     - Date     Condition        Report By
 EW4937  HISTORY     - UNK      MONUMENTED       CA-037
 EW4937  HISTORY     - 1971     GOOD             CA-037
 EW4937
 EW4937                          STATION DESCRIPTION
 EW4937
 EW4937'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4937'1.1 MI E FROM NEWHALL.
 EW4937'PLACERITA CANYON ROAD AT QUIGLY CANYON ROAD, NORTHWESTERLY
 EW4937'CORNER, AT THE SOUTHEASTERLY CORNER OF AN ATHLETIC FIELD 46.3
 EW4937'FEET NORTHERLY FROM THE APPROXIMATE CENTERLINE OF PLACERITA
 EW4937'CANYON ROAD, 40.6 FEET WESTERLY FROM THE APPROXIMATE CENTERLINE
 EW4937'OF QUIGLEY CANYON ROAD 67.5 FEET NORTHWESTERLY FROM P.P. NO.
 EW4937'797229E, 20.6 FEET WESTERLY P.P. NO. 1712656E, 63.3 FEET
 EW4937'NORTHWESTERLY FROM B.M. 203-23, (F.B. 3719-99), 2.3 FEET SOUTH
 EW4937'AND 2.0 FEET WEST FROM THE CORNER OF A 6-FOOT CHAIN LINK FENCE
 EW4937'(AT CORNER OF ATHLETIC FIELD), UP 6 INCHES ABOVE THE GROUND AND
 EW4937'IN A 12-INCH BY 12-INCH CONCRETE PAD, 2.0 FEET NORTH OF MARKER
 EW4937'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4935 ***********************************************************************
 EW4935  DESIGNATION -  203 24 A LA CO
 EW4935  PID         -  EW4935
 EW4935  STATE/COUNTY-  CA/LOS ANGELES
 EW4935  USGS QUAD   -  NEWHALL (1995)
 EW4935
 EW4935                         *CURRENT SURVEY CONTROL
 EW4935  ___________________________________________________________________
 EW4935* NAD 83(1986)-  34 23 02.     (N)    118 31 33.     (W)     SCALED    
 EW4935* NAVD 88     -       389.56   (+/-2cm)    1278.1    (feet)  VERTCON   
 EW4935  ___________________________________________________________________
 EW4935  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW4935  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4935
 EW4935.The horizontal coordinates were scaled from a topographic map and have
 EW4935.an estimated accuracy of +/- 6 seconds.
 EW4935
 EW4935.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4935.The vertical order pertains to the NGVD 29 superseded value.
 EW4935
 EW4935.The geoid height was determined by GEOID03.
 EW4935
 EW4935;                    North         East    Units  Estimated Accuracy
 EW4935;SPC CA 5     -   598,170.    1,951,640.      MT  (+/- 180 meters Scaled)
 EW4935
 EW4935                          SUPERSEDED SURVEY CONTROL
 EW4935
 EW4935  NGVD 29 (??/??/92)  388.744  (m)         1275.40   (f) ADJ UNCH    1 1
 EW4935
 EW4935.Superseded values are not recommended for survey control.
 EW4935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4935.See file dsdata.txt to determine how the superseded data were derived.
 EW4935
 EW4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU597057(NAD 83)
 EW4935_MARKER: DD = SURVEY DISK
 EW4935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4935_SP_SET: CONCRETE PAD
 EW4935_STAMPING: BM 203-24A 1971 RE 5869
 EW4935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4935
 EW4935  HISTORY     - Date     Condition        Report By
 EW4935  HISTORY     - 1971     MONUMENTED       CA-037
 EW4935
 EW4935                          STATION DESCRIPTION
 EW4935
 EW4935'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4935'0.6 MI E FROM NEWHALL.
 EW4935'PLACERITA CANYON ROAD AT ADEN WAY, SOUTHEASTERLY CORNER, 0.4
 EW4935'MILE EASTERLY FROM THE S.P.R.R. CROSSING IN NEWHALL, 110.4
 EW4935'FEET SOUTHEASTERLY FROM B.M. 203-24 (F.B. 3719-101), 21.0 FEET
 EW4935'SOUTHERLY FROM THE APPROXIMATE CENTERLINE OF PLACERITA CANYON
 EW4935'ROAD, 41.0 FEET SOUTHEASTERLY FROM L.A. CO. F.D. POLE NO. 26,
 EW4935'87.6 FEET SOUTHWESTERLY FROM L.A. CO. F.D. POLE NO. 27 11.0
 EW4935'FEET SOUTHERLY FROM THE SOUTH EDGE OF PAVEMENT ON PLACERITA
 EW4935'CANYON ROAD 3.8 FEET EASTERLY FROM P.P. NO. 563622E 2.6 FEET
 EW4935'WESTERLY FROM THE CORNER OF A 6-FOOT CHAIN LINK FENCE, UP 6
 EW4935'INCHES ABOVE THE GROUND AND IN A 12-INCH BY 12-INCH CONCRETE
 EW4935'PAD 2.0 FEET SOUTH OF A MARKER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6526 ***********************************************************************
 EW6526  DESIGNATION -  203 3 A LA CO
 EW6526  PID         -  EW6526
 EW6526  STATE/COUNTY-  CA/LOS ANGELES
 EW6526  USGS QUAD   -  MINT CANYON (1995)
 EW6526
 EW6526                         *CURRENT SURVEY CONTROL
 EW6526  ___________________________________________________________________
 EW6526* NAD 83(1986)-  34 24 42.     (N)    118 25 12.     (W)     SCALED    
 EW6526* NAVD 88     -       483.80   (+/-2cm)    1587.3    (feet)  VERTCON   
 EW6526  ___________________________________________________________________
 EW6526  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 EW6526  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6526
 EW6526.The horizontal coordinates were scaled from a topographic map and have
 EW6526.an estimated accuracy of +/- 6 seconds.
 EW6526
 EW6526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6526.The vertical order pertains to the NGVD 29 superseded value.
 EW6526
 EW6526.The geoid height was determined by GEOID03.
 EW6526
 EW6526;                    North         East    Units  Estimated Accuracy
 EW6526;SPC CA 5     -   601,210.    1,961,390.      MT  (+/- 180 meters Scaled)
 EW6526
 EW6526                          SUPERSEDED SURVEY CONTROL
 EW6526
 EW6526  NGVD 29 (??/??/92)  482.970  (m)         1584.54   (f) ADJ UNCH    1 1
 EW6526
 EW6526.Superseded values are not recommended for survey control.
 EW6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6526.See file dsdata.txt to determine how the superseded data were derived.
 EW6526
 EW6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU694087(NAD 83)
 EW6526_MARKER: DD = SURVEY DISK
 EW6526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6526_SP_SET: CONCRETE PAD
 EW6526_STAMPING: BM 203-3 A 1971 RE 5869
 EW6526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6526
 EW6526  HISTORY     - Date     Condition        Report By
 EW6526  HISTORY     - 1971     MONUMENTED       CA-037
 EW6526
 EW6526                          STATION DESCRIPTION
 EW6526
 EW6526'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW6526'2 MI ESE FROM SOLEMINT.
 EW6526'SULPHUR SPRINGS AREA OF SAND CANYON, LOS ANGELES COUNTY.  IN SEC.
 EW6526'23, T4N, R15W, 20.8 FEET EASTERLY FROM THE APPROXIMATE CENTERLINE
 EW6526'OF SAND CANYON ROAD, 9.4 FEET EASTERLY FROM THE EAST EDGE OF
 EW6526'THE ASPHALT PAVEMENT, 30.5 FEET SOUTHEASTERLY FROM B.M. 203-3
 EW6526'(F.B. 3719-61) 41.8 FEET EASTERLY FROM P.P. NO. 1155006E, 1.5
 EW6526'FEET WEST FROM A 4.0-FOOT WOVEN WIRE FENCE, 29.5 FEET SOUTHERLY
 EW6526'FROM A CORNER POST OF THE FENCE, 2.4 FEET NORTH FROM T.P. 201-110,
 EW6526'UP 6 INCHES ABOVE THE SURFACE AND IN A 12-INCH BY 12-INCH
 EW6526'CONCRETE PAD, 1.6 FEET WEST OF A MARKER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4755 ***********************************************************************
 HS4755  DESIGNATION -  203 3/4
 HS4755  PID         -  HS4755
 HS4755  STATE/COUNTY-  CA/SAN JOAQUIN
 HS4755  USGS QUAD   -  STOCKTON WEST (1987)
 HS4755
 HS4755                         *CURRENT SURVEY CONTROL
 HS4755  ___________________________________________________________________
 HS4755* NAD 83(1992)-  37 57 59.50794(N)    121 22 13.93113(W)     ADJUSTED  
 HS4755* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HS4755  ___________________________________________________________________
 HS4755  EPOCH DATE  -        1991.35
 HS4755  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 HS4755  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS4755  HORZ ORDER  -  SECOND
 HS4755
 HS4755.The horizontal coordinates were established by classical geodetic methods
 HS4755.and adjusted by the National Geodetic Survey in March 1994.
 HS4755.The horizontal coordinates are valid at the epoch date displayed above.
 HS4755.The epoch date for horizontal control is a decimal equivalence
 HS4755.of Year/Month/Day.
 HS4755
 HS4755.The orthometric height was scaled from a topographic map.
 HS4755
 HS4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4755
 HS4755.The geoid height was determined by GEOID03.
 HS4755
 HS4755;                    North         East     Units Scale Factor Converg.
 HS4755;SPC CA 3     -   663,113.714 1,923,509.887   MT  0.99993623   -0 31 58.7
 HS4755;SPC CA 3     - 2,175,565.58  6,310,715.35   sFT  0.99993623   -0 31 58.7
 HS4755;UTM  10      - 4,203,353.776   643,132.283   MT  0.99985233   +1 00 09.4
 HS4755
 HS4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4755!SPC CA 3     -   1.00000475  x   0.99993623  =   0.99994098
 HS4755!UTM  10      -   1.00000475  x   0.99985233  =   0.99985708
 HS4755
 HS4755                          SUPERSEDED SURVEY CONTROL
 HS4755
 HS4755  NAD 83(1986)-  37 57 59.50136(N)    121 22 13.93785(W) AD(1984.00) 2
 HS4755  NAD 27      -  37 57 59.78000(N)    121 22 10.12000(W) AD(       ) 2
 HS4755
 HS4755.Superseded values are not recommended for survey control.
 HS4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4755.See file dsdata.txt to determine how the superseded data were derived.
 HS4755
 HS4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4313203354(NAD 83)
 HS4755
 HS4755  HISTORY     - Date     Condition        Report By
 HS4755  HISTORY     - 1931     MONUMENTED       CGS
 HS4755
 HS4755                          STATION DESCRIPTION
 HS4755
 HS4755'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 HS4755'SEE STATION GREEN (USE)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3966 ***********************************************************************
 EW3966  DESIGNATION -  203 5 LA CO
 EW3966  PID         -  EW3966
 EW3966  STATE/COUNTY-  CA/LOS ANGELES
 EW3966  USGS QUAD   -  MINT CANYON (1995)
 EW3966
 EW3966                         *CURRENT SURVEY CONTROL
 EW3966  ___________________________________________________________________
 EW3966* NAD 83(1986)-  34 23 58.     (N)    118 24 58.     (W)     SCALED    
 EW3966* NAVD 88     -       511.92   (+/-2cm)    1679.5    (feet)  VERTCON   
 EW3966  ___________________________________________________________________
 EW3966  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 EW3966  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3966
 EW3966.The horizontal coordinates were scaled from a topographic map and have
 EW3966.an estimated accuracy of +/- 6 seconds.
 EW3966
 EW3966.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3966.The vertical order pertains to the NGVD 29 superseded value.
 EW3966
 EW3966.The geoid height was determined by GEOID03.
 EW3966
 EW3966;                    North         East    Units  Estimated Accuracy
 EW3966;SPC CA 5     -   599,850.    1,961,740.      MT  (+/- 180 meters Scaled)
 EW3966
 EW3966                          SUPERSEDED SURVEY CONTROL
 EW3966
 EW3966  NGVD 29 (??/??/92)  511.096  (m)         1676.82   (f) ADJ UNCH    1 1
 EW3966
 EW3966.Superseded values are not recommended for survey control.
 EW3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3966.See file dsdata.txt to determine how the superseded data were derived.
 EW3966
 EW3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU698073(NAD 83)
 EW3966_MARKER: P = PIPE CAP
 EW3966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3966_SP_SET: STORM DRAIN
 EW3966_STAMPING: BM 203-5 1966 5869
 EW3966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3966
 EW3966  HISTORY     - Date     Condition        Report By
 EW3966  HISTORY     - 1966     MONUMENTED       CA-037
 EW3966
 EW3966                          STATION DESCRIPTION
 EW3966
 EW3966'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3966'2.6 MI SE FROM SOLEMINT.
 EW3966'SAND CANYON ROAD AND CONDOR RIDGE ROAD, ABOUT 140 FEET EASTERLY
 EW3966'OF CENTER OF SAND CANYON ROAD, 18.0 FEET NORTHEASTERLY OF CENTER
 EW3966'OF CONDOR RIDGE ROAD.  SET FLUSH IN SOUTHWEST CORNER OF CONCRETE
 EW3966'STORM DRAIN CATCH BASIN, 1 FOOT BACK OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3965 ***********************************************************************
 EW3965  DESIGNATION -  203 6 A LA CO
 EW3965  PID         -  EW3965
 EW3965  STATE/COUNTY-  CA/LOS ANGELES
 EW3965  USGS QUAD   -  MINT CANYON (1995)
 EW3965
 EW3965                         *CURRENT SURVEY CONTROL
 EW3965  ___________________________________________________________________
 EW3965* NAD 83(1986)-  34 23 36.     (N)    118 24 53.     (W)     SCALED    
 EW3965* NAVD 88     -       528.37   (+/-2cm)    1733.5    (feet)  VERTCON   
 EW3965  ___________________________________________________________________
 EW3965  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EW3965  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3965
 EW3965.The horizontal coordinates were scaled from a topographic map and have
 EW3965.an estimated accuracy of +/- 6 seconds.
 EW3965
 EW3965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3965.The vertical order pertains to the NGVD 29 superseded value.
 EW3965
 EW3965.The geoid height was determined by GEOID03.
 EW3965
 EW3965;                    North         East    Units  Estimated Accuracy
 EW3965;SPC CA 5     -   599,170.    1,961,870.      MT  (+/- 180 meters Scaled)
 EW3965
 EW3965                          SUPERSEDED SURVEY CONTROL
 EW3965
 EW3965  NGVD 29 (??/??/92)  527.535  (m)         1730.75   (f) ADJ UNCH    1 1
 EW3965
 EW3965.Superseded values are not recommended for survey control.
 EW3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3965.See file dsdata.txt to determine how the superseded data were derived.
 EW3965
 EW3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699066(NAD 83)
 EW3965_MARKER: DD = SURVEY DISK
 EW3965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3965_SP_SET: CONCRETE PAD
 EW3965_STAMPING: BM 203-6 A 1971 RE 5869
 EW3965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3965
 EW3965  HISTORY     - Date     Condition        Report By
 EW3965  HISTORY     - 1971     MONUMENTED       CA-037
 EW3965
 EW3965                          STATION DESCRIPTION
 EW3965
 EW3965'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW3965'2.8 MI SE FROM SOLEMINT.
 EW3965'SAND CANYON AREA OF LOS ANGELES COUNTY, SAND CANYON ROAD AT
 EW3965'IRON CANYON ROAD NORTHEASTERLY CORNER IN SEC. 35, T4N, R15W,
 EW3965'52.0 FEET EASTERLY FROM THE APPROXIMATE CENTERLINE OF SAND CANYON
 EW3965'ROAD, 26.0 FEET SOUTHERLY FROM THE APPROXIMATE CENTERLINE
 EW3965'OF IRON CANYON ROAD, 61.8 FEET SOUTHERLY FROM A RIP-RAP
 EW3965'FLOOD CONTROL CHANNEL, 70.2 FEET SOUTHEASTERLY FROM P.P. NO.
 EW3965'1306194E 11.8 FEET SOUTHEASTERLY FROM P.P. NO. 1306193E 2.2
 EW3965'FEET NORTHERLY FROM A 5.0-FOOT WOVEN WIRE FENCE CORNER, UP 6
 EW3965'INCHES ABOVE THE GROUND AND IN A 15-INCH BY 15-INCH CONCRETE
 EW3965'PAD, 2.2 FEET SOUTHERLY FROM A MARKER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3964 ***********************************************************************
 EW3964  DESIGNATION -  203 7 A LA CO
 EW3964  PID         -  EW3964
 EW3964  STATE/COUNTY-  CA/LOS ANGELES
 EW3964  USGS QUAD   -  MINT CANYON (1995)
 EW3964
 EW3964                         *CURRENT SURVEY CONTROL
 EW3964  ___________________________________________________________________
 EW3964* NAD 83(1986)-  34 23 17.     (N)    118 24 50.     (W)     SCALED    
 EW3964* NAVD 88     -       541.78   (+/-2cm)    1777.5    (feet)  VERTCON   
 EW3964  ___________________________________________________________________
 EW3964  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EW3964  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3964
 EW3964.The horizontal coordinates were scaled from a topographic map and have
 EW3964.an estimated accuracy of +/- 6 seconds.
 EW3964
 EW3964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3964.The vertical order pertains to the NGVD 29 superseded value.
 EW3964
 EW3964.The geoid height was determined by GEOID03.
 EW3964
 EW3964;                    North         East    Units  Estimated Accuracy
 EW3964;SPC CA 5     -   598,590.    1,961,940.      MT  (+/- 180 meters Scaled)
 EW3964
 EW3964                          SUPERSEDED SURVEY CONTROL
 EW3964
 EW3964  NGVD 29 (??/??/92)  540.947  (m)         1774.76   (f) ADJ UNCH    1 1
 EW3964
 EW3964.Superseded values are not recommended for survey control.
 EW3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3964.See file dsdata.txt to determine how the superseded data were derived.
 EW3964
 EW3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU700060(NAD 83)
 EW3964_MARKER: DD = SURVEY DISK
 EW3964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3964_SP_SET: CONCRETE PAD
 EW3964_STAMPING: BM 203-7A 1971 RE 5869
 EW3964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3964
 EW3964  HISTORY     - Date     Condition        Report By
 EW3964  HISTORY     - 1971     MONUMENTED       CA-037
 EW3964
 EW3964                          STATION DESCRIPTION
 EW3964
 EW3964'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW3964'2.6 MI SE FROM SOLEMINT.
 EW3964'SAND CANYON AREA OF LOS ANGELES COUNTY. IN SEC. 36, T4N, R15W,
 EW3964'SAND CANYON ROAD, EAST SIDE, 0.5 MILE NORTH FROM THE INTERSECTION
 EW3964'OF SAND CANYON AND PLACERITA CANYON ROADS, 0.1 MILE SOUTH FROM
 EW3964'WARM SPRINGS DRIVE 45.0 FEET EAST FROM THE APPROXIMATE CENTERLINE
 EW3964'OF SAND CANYON ROAD, 32.3 FEET EAST FROM THE EAST EDGE OF
 EW3964'PAVEMENT, 22.9 FEET WEST FROM THE APPROXIMATE CENTERLINE OF
 EW3964'A SERVICE ROAD, PARALLEL TO SAND CANYON ROAD, 5.4 FEET SOUTH
 EW3964'FROM P.P. NO. X7231E 4.1 FEET NORTH FROM A FIRE HYDRANT, 2.7
 EW3964'FEET NORTH OF THE NORTH BUILDING LINE OF HOUSE NO. 26400 SAND
 EW3964'CANYON ROAD, UP 6 INCHES ABOVE THE GROUND IN A 12-INCH BY
 EW3964'12-INCH CONCRETE PAD 2.0 FEET EAST OF A MARKER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3962 ***********************************************************************
 EW3962  DESIGNATION -  203 9 LA CO
 EW3962  PID         -  EW3962
 EW3962  STATE/COUNTY-  CA/LOS ANGELES
 EW3962  USGS QUAD   -  MINT CANYON (1995)
 EW3962
 EW3962                         *CURRENT SURVEY CONTROL
 EW3962  ___________________________________________________________________
 EW3962* NAD 83(1986)-  34 22 43.     (N)    118 25 18.     (W)     SCALED    
 EW3962* NAVD 88     -       575.26   (+/-2cm)    1887.3    (feet)  VERTCON   
 EW3962  ___________________________________________________________________
 EW3962  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EW3962  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3962
 EW3962.The horizontal coordinates were scaled from a topographic map and have
 EW3962.an estimated accuracy of +/- 6 seconds.
 EW3962
 EW3962.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3962.The vertical order pertains to the NGVD 29 superseded value.
 EW3962
 EW3962.The geoid height was determined by GEOID03.
 EW3962
 EW3962;                    North         East    Units  Estimated Accuracy
 EW3962;SPC CA 5     -   597,540.    1,961,220.      MT  (+/- 180 meters Scaled)
 EW3962
 EW3962                          SUPERSEDED SURVEY CONTROL
 EW3962
 EW3962  NGVD 29 (??/??/92)  574.428  (m)         1884.60   (f) ADJ UNCH    1 1
 EW3962
 EW3962.Superseded values are not recommended for survey control.
 EW3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3962.See file dsdata.txt to determine how the superseded data were derived.
 EW3962
 EW3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU692050(NAD 83)
 EW3962_MARKER: P = PIPE CAP
 EW3962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3962_STAMPING: BM 203-9 1966 5869
 EW3962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3962+STABILITY: SURFACE MOTION
 EW3962
 EW3962  HISTORY     - Date     Condition        Report By
 EW3962  HISTORY     - 1966     MONUMENTED       CA-037
 EW3962
 EW3962                          STATION DESCRIPTION
 EW3962
 EW3962'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW3962'3.2 MI SSE FROM SOLEMINT.
 EW3962'PLACERITA CANYON ROAD, 0.5 MILE WEST OF SAND CANYON ROAD, AT
 EW3962'JUNCTION WITH DIRT ROAD TO THE SOUTH TO HOUSE NO. 16400, 57 FEET
 EW3962'WEST OF CULVERT AT MILE POST 6.85, 30.0 FEET NORTH OF CENTER
 EW3962'OF PLACERITA CANYON ROAD, 18.0 FEET NORTHWEST OF POWER POLE NO.
 EW3962'1261556E, 11.5 FEET NORTH OF FIRE HYDRANT.  SET IN TOP OF 12
 EW3962'INCH CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2389 ***********************************************************************
 FU2389  DESIGNATION -  203 A DWR
 FU2389  PID         -  FU2389
 FU2389  STATE/COUNTY-  CA/KERN
 FU2389  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2389
 FU2389                         *CURRENT SURVEY CONTROL
 FU2389  ___________________________________________________________________
 FU2389* NAD 83(1986)-  35 08 34.     (N)    119 20 29.     (W)     SCALED    
 FU2389* NAVD 88     -       114.40   (+/-2cm)     375.3    (feet)  VERTCON   
 FU2389  ___________________________________________________________________
 FU2389  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 FU2389  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2389
 FU2389.The horizontal coordinates were scaled from a topographic map and have
 FU2389.an estimated accuracy of +/- 6 seconds.
 FU2389
 FU2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2389.The vertical order pertains to the NGVD 29 superseded value.
 FU2389
 FU2389.The geoid height was determined by GEOID03.
 FU2389
 FU2389;                    North         East    Units  Estimated Accuracy
 FU2389;SPC CA 5     -   683,040.    1,877,770.      MT  (+/- 180 meters Scaled)
 FU2389
 FU2389                          SUPERSEDED SURVEY CONTROL
 FU2389
 FU2389  NGVD 29 (??/??/92)  113.632  (m)          372.81   (f) ADJ UNCH    1 1
 FU2389
 FU2389.Superseded values are not recommended for survey control.
 FU2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2389.See file dsdata.txt to determine how the superseded data were derived.
 FU2389
 FU2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU866913(NAD 83)
 FU2389_MARKER: P = PIPE CAP
 FU2389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2389_STAMPING: 1/4 S 13-18 LGB MACD
 FU2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2389
 FU2389  HISTORY     - Date     Condition        Report By
 FU2389  HISTORY     - UNK      MONUMENTED       SOCO
 FU2389  HISTORY     - 1964     GOOD             NGS
 FU2389  HISTORY     - 1966     GOOD             NGS
 FU2389
 FU2389                          STATION DESCRIPTION
 FU2389
 FU2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2389'7.2 MI E FROM TAFT.
 FU2389'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2389'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280
 FU2389'B AND GARDNER FIELD ROAD, THENCE 1.8 MILES NORTHEAST ALONG
 FU2389'RICHFIELD OIL COMPANY LAKE STATION PUMPING PLANT ROAD, ABOUT 0.1
 FU2389'MILE WEST-NORTHWEST AND ACROSS THE ROAD FROM BENCH MARK 204
 FU2389'(DWR), 217 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 132 1/2
 FU2389'FEET SOUTHEAST OF A POWER POLE, 34 FEET NORTHWEST OF THE CENTER OF
 FU2389'A DRY WASH, 2.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU2389'ROAD AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH
 FU2389'PROJECTING 1.0 FOOT.  NOTE-- PREVIOUSLY DESIGNATE DWR
 FU2389
 FU2389                          STATION RECOVERY (1966)
 FU2389
 FU2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0209 ***********************************************************************
 DY0209  DESIGNATION -  203 C OF LB
 DY0209  PID         -  DY0209
 DY0209  STATE/COUNTY-  CA/LOS ANGELES
 DY0209  USGS QUAD   -  LONG BEACH (1981)
 DY0209
 DY0209                         *CURRENT SURVEY CONTROL
 DY0209  ___________________________________________________________________
 DY0209* NAD 83(1986)-  33 45 22.     (N)    118 14 57.     (W)     SCALED    
 DY0209* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 DY0209  ___________________________________________________________________
 DY0209  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0209  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0209
 DY0209.The horizontal coordinates were scaled from a topographic map and have
 DY0209.an estimated accuracy of +/- 6 seconds.
 DY0209
 DY0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0209.The vertical order pertains to the NGVD 29 superseded value.
 DY0209
 DY0209.The geoid height was determined by GEOID03.
 DY0209
 DY0209;                    North         East    Units  Estimated Accuracy
 DY0209;SPC CA 5     -   528,440.    1,976,910.      MT  (+/- 180 meters Scaled)
 DY0209
 DY0209                          SUPERSEDED SURVEY CONTROL
 DY0209
 DY0209  NGVD 29 (??/??/92)    1.291  (m)            4.24   (f) ADJ UNCH    1 2
 DY0209
 DY0209.Superseded values are not recommended for survey control.
 DY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0209.See file dsdata.txt to determine how the superseded data were derived.
 DY0209
 DY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843358(NAD 83)
 DY0209_MARKER: DD = SURVEY DISK
 DY0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0209_STAMPING: 51+29.42 NO 203 USC+GSEL 9.356
 DY0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0209+STABILITY: SURFACE MOTION
 DY0209
 DY0209  HISTORY     - Date     Condition        Report By
 DY0209  HISTORY     - UNK      MONUMENTED       CA1970
 DY0209  HISTORY     - 1945     GOOD             NGS
 DY0209  HISTORY     - 1954     GOOD             NGS
 DY0209
 DY0209                          STATION DESCRIPTION
 DY0209
 DY0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0209'AT LONG BEACH.
 DY0209'AT LONG BEACH, ON TERMINAL ISLAND, ON THE WEST CITY LIMITS
 DY0209'LINE, IN LINE WITH THE EXTENSION TO NORTH OF THE NORTH-SOUTH
 DY0209'BOUNDARY FENCE LINE BETWEEN ROOSEVELT BASE AND REEVES FIELD,
 DY0209'253.7 FEET NORTH OF NORTH CURB OF SEASIDE AVENUE (MEASURED FROM
 DY0209'POINT WHERE THE CURB ENDS) DIRECTLY UNDERNEATH A FENCE LINE,
 DY0209'67.5 FEET SOUTH OF SOUTH RAIL OF UNION PACIFIC RAILROAD, 0.5 FEET
 DY0209'EAST OF JUNCTION OF EAST-WEST AND NORTH-SOUTH FENCE LINES, 1.5
 DY0209'FEET EAST OF REFERENCE POST, A 2 INCH BRONZE DISK SET IN CONCRETE
 DY0209'POST 0.6 FOOT UNDERGROUND.
 DY0209
 DY0209                          STATION RECOVERY (1954)
 DY0209
 DY0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2388 ***********************************************************************
 FU2388  DESIGNATION -  203 DWR
 FU2388  PID         -  FU2388
 FU2388  STATE/COUNTY-  CA/KERN
 FU2388  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2388
 FU2388                         *CURRENT SURVEY CONTROL
 FU2388  ___________________________________________________________________
 FU2388* NAD 83(1986)-  35 08 54.     (N)    119 20 54.     (W)     SCALED    
 FU2388* NAVD 88     -       164.68   (+/-2cm)     540.3    (feet)  VERTCON   
 FU2388  ___________________________________________________________________
 FU2388  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 FU2388  VERT ORDER  -  THIRD (See Below)
 FU2388
 FU2388.The horizontal coordinates were scaled from a topographic map and have
 FU2388.an estimated accuracy of +/- 6 seconds.
 FU2388
 FU2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2388.The vertical order pertains to the NGVD 29 superseded value.
 FU2388
 FU2388.The geoid height was determined by GEOID03.
 FU2388
 FU2388;                    North         East    Units  Estimated Accuracy
 FU2388;SPC CA 5     -   683,670.    1,877,150.      MT  (+/- 180 meters Scaled)
 FU2388
 FU2388                          SUPERSEDED SURVEY CONTROL
 FU2388
 FU2388  NGVD 29 (??/??/??)  163.91   (m)          537.8    (f) RESET       3  
 FU2388
 FU2388.Superseded values are not recommended for survey control.
 FU2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2388.See file dsdata.txt to determine how the superseded data were derived.
 FU2388
 FU2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU860920(NAD 83)
 FU2388_MARKER: P = PIPE CAP
 FU2388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2388_STAMPING: 1/4 S 12 13 LS 1091
 FU2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2388
 FU2388  HISTORY     - Date     Condition        Report By
 FU2388  HISTORY     - UNK      MONUMENTED       CADWR
 FU2388  HISTORY     - 1968     GOOD             NGS
 FU2388
 FU2388                          STATION DESCRIPTION
 FU2388
 FU2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2388'9.6 MI E FROM TAFT.
 FU2388'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2388'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P
 FU2388'280 B AND GARDNER FIELD ROAD, THENCE 2.6 MILES NORTH ALONG
 FU2388'RICHFIELD OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.85
 FU2388'MILE NORTH AND WEST ALONG AN ASPHALT ROAD, THENCE 0.75 MILE
 FU2388'SOUTH-SOUTHWEST ACROSS COUNTRY, 0.75 MILE SOUTH-SOUTHWEST OF BENCH
 FU2388'MARK 202 (DWR), IN A SMALL RAVINE, 2.3 FEET NORTHEAST OF A WITNESS
 FU2388'POST, AND SCREWED ON THE TOP OF A 3 1/2-INCH PIPE PROJECTING 0.6
 FU2388'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0829 ***********************************************************************
 FT0829  DESIGNATION -  204
 FT0829  PID         -  FT0829
 FT0829  STATE/COUNTY-  CA/KERN
 FT0829  USGS QUAD   -  RIDGECREST NORTH (1973)
 FT0829
 FT0829                         *CURRENT SURVEY CONTROL
 FT0829  ___________________________________________________________________
 FT0829* NAD 83(1986)-  35 41 07.     (N)    117 38 11.     (W)     SCALED    
 FT0829* NAVD 88     -       663.575  (meters)    2177.08   (feet)  ADJUSTED  
 FT0829  ___________________________________________________________________
 FT0829  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FT0829  DYNAMIC HT  -         662.878 (meters)    2174.79  (feet)  COMP
 FT0829  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 FT0829
 FT0829  VERT ORDER  -  SECOND    CLASS 0
 FT0829
 FT0829.The horizontal coordinates were scaled from a topographic map and have
 FT0829.an estimated accuracy of +/- 6 seconds.
 FT0829
 FT0829.The orthometric height was determined by differential leveling
 FT0829.and adjusted in June 1991.
 FT0829
 FT0829.The geoid height was determined by GEOID03.
 FT0829
 FT0829.The dynamic height is computed by dividing the NAVD 88
 FT0829.geopotential number by the normal gravity value computed on the
 FT0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0829.degrees latitude (g = 980.6199 gals.).
 FT0829
 FT0829.The modeled gravity was interpolated from observed gravity values.
 FT0829
 FT0829;                    North         East    Units  Estimated Accuracy
 FT0829;SPC CA 5     -   742,480.    2,032,920.      MT  (+/- 180 meters Scaled)
 FT0829
 FT0829                          SUPERSEDED SURVEY CONTROL
 FT0829
 FT0829  NGVD 29 (??/??/92)  662.780  (m)         2174.47   (f) ADJ UNCH    2 0
 FT0829
 FT0829.Superseded values are not recommended for survey control.
 FT0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0829.See file dsdata.txt to determine how the superseded data were derived.
 FT0829
 FT0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV424492(NAD 83)
 FT0829_MARKER: DD = SURVEY DISK
 FT0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0829_STAMPING: H AND N BM NO 204 EL 2174.505
 FT0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0829
 FT0829  HISTORY     - Date     Condition        Report By
 FT0829  HISTORY     - UNK      MONUMENTED       USN
 FT0829  HISTORY     - 1948     GOOD             NGS
 FT0829  HISTORY     - 1973     MARK NOT FOUND   USGS
 FT0829
 FT0829                          STATION DESCRIPTION
 FT0829
 FT0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FT0829'AT USN .
 FT0829'AT NAVAL ORDNANCE TEST STATION (NEAR INYOKERN), KERN COUNTY,
 FT0829'0.6 MILE NORTHEAST ALONG KNOX ROAD FROM THE ADMINISTRATION
 FT0829'BUILDING, THENCE 1.9 MILES NORTHEAST ALONG POLE LINE ROAD, IN
 FT0829'THE TRIANGLE AT THE NORTHEAST CORNER OF THE INTERSECTION OF AN
 FT0829'EAST-AND-WEST BLACK-TOP ROAD, 105 FEET SOUTHEAST OF THE
 FT0829'CENTERLINE OF POLE LINE ROAD, 57 FEET NORTH OF THE CENTERLINE
 FT0829'OF THE EAST-AND-WEST ROAD, 55 FEET SOUTHWEST OF THE CENTERLINE
 FT0829'OF THE CONNECTING ROAD, AND 2 FEET NORTHEAST OF A WHITE WOODEN
 FT0829'WITNESS POST.  A NAVAL ORDNANCE TEST STATION STANDARD DISK,
 FT0829'STAMPED H AND N BM NO 204 EL 2174.505 AND SET IN THE TOP OF A
 FT0829'CONCRETE-FILLED 6-INCH PIPE PROJECTING 2 INCHES ABOVE GROUND.
 FT0829
 FT0829                          STATION RECOVERY (1973)
 FT0829
 FT0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FT0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6669 ***********************************************************************
 EW6669  DESIGNATION -  204 1 LA CO
 EW6669  PID         -  EW6669
 EW6669  STATE/COUNTY-  CA/LOS ANGELES
 EW6669  USGS QUAD   -  NEWHALL (1995)
 EW6669
 EW6669                         *CURRENT SURVEY CONTROL
 EW6669  ___________________________________________________________________
 EW6669* NAD 83(1986)-  34 25 22.     (N)    118 32 27.     (W)     SCALED    
 EW6669* NAVD 88     -       355.14   (+/-2cm)    1165.2    (feet)  VERTCON   
 EW6669  ___________________________________________________________________
 EW6669  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 EW6669  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6669
 EW6669.The horizontal coordinates were scaled from a topographic map and have
 EW6669.an estimated accuracy of +/- 6 seconds.
 EW6669
 EW6669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6669.The vertical order pertains to the NGVD 29 superseded value.
 EW6669
 EW6669.The geoid height was determined by GEOID03.
 EW6669
 EW6669;                    North         East    Units  Estimated Accuracy
 EW6669;SPC CA 5     -   602,490.    1,950,290.      MT  (+/- 180 meters Scaled)
 EW6669
 EW6669                          SUPERSEDED SURVEY CONTROL
 EW6669
 EW6669  NGVD 29 (??/??/92)  354.33   (m)         1162.5    (f) COMPUTED    1 1
 EW6669
 EW6669.Superseded values are not recommended for survey control.
 EW6669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6669.See file dsdata.txt to determine how the superseded data were derived.
 EW6669
 EW6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU584101(NAD 83)
 EW6669_MARKER: DD = SURVEY DISK
 EW6669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6669_SP_SET: CURB
 EW6669_STAMPING: LA CO RD DEPT 1965
 EW6669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6669
 EW6669  HISTORY     - Date     Condition        Report By
 EW6669  HISTORY     - 1965     MONUMENTED       CA-037
 EW6669  HISTORY     - 1972     GOOD             CA-037
 EW6669
 EW6669                          STATION DESCRIPTION
 EW6669
 EW6669'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1972
 EW6669'0.35 MI N FROM SAUGUS.
 EW6669'BOUQUET CANYON ROAD AND SOLEDAD CANYON ROAD AT CENTER OF INTERSECTION,
 EW6669'116.3 FEET SOUTHWEST AND 102.0 FEET NORTHEAST OF LEAD AND TACK IN
 EW6669'CENTER OF CURB RETURNS.  SET IN CONCRETE 8 INCHES DOWN PROTECTED BY A
 EW6669'CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4028 ***********************************************************************
 EW4028  DESIGNATION -  204 822
 EW4028  PID         -  EW4028
 EW4028  STATE/COUNTY-  CA/LOS ANGELES
 EW4028  USGS QUAD   -  TOPANGA (1991)
 EW4028
 EW4028                         *CURRENT SURVEY CONTROL
 EW4028  ___________________________________________________________________
 EW4028* NAD 83(1986)-  34 01 56.     (N)    118 30 28.     (W)     SCALED    
 EW4028* NAVD 88     -        63.20   (+/-2cm)     207.3    (feet)  VERTCON   
 EW4028  ___________________________________________________________________
 EW4028  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EW4028  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4028
 EW4028.The horizontal coordinates were scaled from a topographic map and have
 EW4028.an estimated accuracy of +/- 6 seconds.
 EW4028
 EW4028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4028.The vertical order pertains to the NGVD 29 superseded value.
 EW4028
 EW4028.The geoid height was determined by GEOID03.
 EW4028
 EW4028;                    North         East    Units  Estimated Accuracy
 EW4028;SPC CA 5     -   559,160.    1,953,110.      MT  (+/- 180 meters Scaled)
 EW4028
 EW4028                          SUPERSEDED SURVEY CONTROL
 EW4028
 EW4028  NGVD 29 (??/??/92)   62.44   (m)          204.9    (f) COMPUTED    1 2
 EW4028
 EW4028.Superseded values are not recommended for survey control.
 EW4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4028.See file dsdata.txt to determine how the superseded data were derived.
 EW4028
 EW4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT608667(NAD 83)
 EW4028_MARKER: S = SPIKE
 EW4028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4028_SP_SET: CURB
 EW4028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4028
 EW4028  HISTORY     - Date     Condition        Report By
 EW4028  HISTORY     - UNK      MONUMENTED       CA1980
 EW4028  HISTORY     - 1945     GOOD             NGS
 EW4028  HISTORY     - 19890601 MARK NOT FOUND   NGS
 EW4028
 EW4028                          STATION DESCRIPTION
 EW4028
 EW4028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW4028'AT SANTA MONICA.
 EW4028'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND SEVENTH STREET.
 EW4028'LOCATED IN THE CENTER CURB RETURN, 1.6 FEET SOUTHEAST OF THE
 EW4028'SOUTHEAST CURBLINE OF SAN VICENTE BOULEVARD, AND 3.4 FEET
 EW4028'NORTHEAST OF THE NORTHEAST CURBLINE OF SEVENTH STREET.  A CUT
 EW4028'SPIKE IN THE CONCRETE CURB.
 EW4028
 EW4028                          STATION RECOVERY (1989)
 EW4028
 EW4028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0210 ***********************************************************************
 DY0210  DESIGNATION -  204 C OF LB
 DY0210  PID         -  DY0210
 DY0210  STATE/COUNTY-  CA/LOS ANGELES
 DY0210  USGS QUAD   -  LONG BEACH (1981)
 DY0210
 DY0210                         *CURRENT SURVEY CONTROL
 DY0210  ___________________________________________________________________
 DY0210* NAD 83(1986)-  33 45 22.     (N)    118 14 57.     (W)     SCALED    
 DY0210* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 DY0210  ___________________________________________________________________
 DY0210  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0210  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0210
 DY0210.The horizontal coordinates were scaled from a topographic map and have
 DY0210.an estimated accuracy of +/- 6 seconds.
 DY0210
 DY0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0210.The vertical order pertains to the NGVD 29 superseded value.
 DY0210
 DY0210.The geoid height was determined by GEOID03.
 DY0210
 DY0210;                    North         East    Units  Estimated Accuracy
 DY0210;SPC CA 5     -   528,440.    1,976,910.      MT  (+/- 180 meters Scaled)
 DY0210
 DY0210                          SUPERSEDED SURVEY CONTROL
 DY0210
 DY0210  NGVD 29 (??/??/92)    1.531  (m)            5.02   (f) ADJ UNCH    1 2
 DY0210
 DY0210.Superseded values are not recommended for survey control.
 DY0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0210.See file dsdata.txt to determine how the superseded data were derived.
 DY0210
 DY0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843358(NAD 83)
 DY0210_MARKER: DD = SURVEY DISK
 DY0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0210+STABILITY: SURFACE MOTION
 DY0210
 DY0210  HISTORY     - Date     Condition        Report By
 DY0210  HISTORY     - UNK      MONUMENTED       CA1970
 DY0210  HISTORY     - 1932     GOOD             NGS
 DY0210  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0210
 DY0210                          STATION DESCRIPTION
 DY0210
 DY0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DY0210'AT LONG BEACH.
 DY0210'ON TERMINAL ID. 154 FEET NORTH OF LONG BEACH CITY LIMITS.  123
 DY0210'FEET NORTHWEST OF THE NORTHWEST CORNER OF BLDG. KNOWN AS SAMS
 DY0210'PLACE.
 DY0210
 DY0210                          STATION RECOVERY (1945)
 DY0210
 DY0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2408 ***********************************************************************
 FU2408  DESIGNATION -  204 DWR
 FU2408  PID         -  FU2408
 FU2408  STATE/COUNTY-  CA/KERN
 FU2408  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2408
 FU2408                         *CURRENT SURVEY CONTROL
 FU2408  ___________________________________________________________________
 FU2408* NAD 83(1986)-  35 08 30.     (N)    119 20 28.     (W)     SCALED    
 FU2408* NAVD 88     -       115.93   (+/-2cm)     380.3    (feet)  VERTCON   
 FU2408  ___________________________________________________________________
 FU2408  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 FU2408  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2408
 FU2408.The horizontal coordinates were scaled from a topographic map and have
 FU2408.an estimated accuracy of +/- 6 seconds.
 FU2408
 FU2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2408.The vertical order pertains to the NGVD 29 superseded value.
 FU2408
 FU2408.The geoid height was determined by GEOID03.
 FU2408
 FU2408;                    North         East    Units  Estimated Accuracy
 FU2408;SPC CA 5     -   682,920.    1,877,790.      MT  (+/- 180 meters Scaled)
 FU2408
 FU2408                          SUPERSEDED SURVEY CONTROL
 FU2408
 FU2408  NGVD 29 (??/??/92)  115.157  (m)          377.81   (f) ADJ UNCH    1 1
 FU2408
 FU2408.Superseded values are not recommended for survey control.
 FU2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2408.See file dsdata.txt to determine how the superseded data were derived.
 FU2408
 FU2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU867912(NAD 83)
 FU2408_MARKER: DD = SURVEY DISK
 FU2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2408_STAMPING: 204 BM 10-59
 FU2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2408+STABILITY: SURFACE MOTION
 FU2408
 FU2408  HISTORY     - Date     Condition        Report By
 FU2408  HISTORY     - UNK      MONUMENTED       CADWR
 FU2408  HISTORY     - 1964     GOOD             NGS
 FU2408  HISTORY     - 1966     GOOD             NGS
 FU2408
 FU2408                          STATION DESCRIPTION
 FU2408
 FU2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2408'7.2 MI NE FROM TAFT.
 FU2408'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2408'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280
 FU2408'B AND GARDNER FIELD ROAD, THENCE 1.7 MILES NORTHEAST ALONG A
 FU2408'RICHFIELD OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.1
 FU2408'MILE EAST ALONG A TRACK ROAD ALONG THE TOP OF A RIDGE, AT THE EAST
 FU2408'END OF THE ROAD AND RIDGE, 22 FEET SOUTH OF THE SOUTH EDGE OF A DEEP
 FU2408'CIRCULAR HOLE IN THE GROUND, 9 FEET NORTH OF THE CENTER LINE OF
 FU2408'THE ROAD, 3.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU2408'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU2408
 FU2408                          STATION RECOVERY (1966)
 FU2408
 FU2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0139 ***********************************************************************
 DZ0139  DESIGNATION -  204 LA
 DZ0139  PID         -  DZ0139
 DZ0139  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0139  USGS QUAD   -  SANTA MARIA (1982)
 DZ0139
 DZ0139                         *CURRENT SURVEY CONTROL
 DZ0139  ___________________________________________________________________
 DZ0139* NAD 83(1986)-  34 57 14.     (N)    120 26 38.     (W)     SCALED    
 DZ0139* NAVD 88     -        63.84   (+/-2cm)     209.4    (feet)  VERTCON   
 DZ0139  ___________________________________________________________________
 DZ0139  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DZ0139  VERT ORDER  -  FIRST     CLASS I (See Below)
 DZ0139
 DZ0139.The horizontal coordinates were scaled from a topographic map and have
 DZ0139.an estimated accuracy of +/- 6 seconds.
 DZ0139
 DZ0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0139.The vertical order pertains to the NGVD 29 superseded value.
 DZ0139
 DZ0139.The geoid height was determined by GEOID03.
 DZ0139
 DZ0139;                    North         East    Units  Estimated Accuracy
 DZ0139;SPC CA 5     -   663,990.    1,776,820.      MT  (+/- 180 meters Scaled)
 DZ0139
 DZ0139                          SUPERSEDED SURVEY CONTROL
 DZ0139
 DZ0139  NGVD 29 (??/??/92)   63.034  (m)          206.80   (f) ADJ UNCH    1 1
 DZ0139
 DZ0139.Superseded values are not recommended for survey control.
 DZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0139.See file dsdata.txt to determine how the superseded data were derived.
 DZ0139
 DZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD334709(NAD 83)
 DZ0139_MARKER: P = PIPE CAP
 DZ0139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0139_STAMPING: 204 L A
 DZ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0139
 DZ0139  HISTORY     - Date     Condition        Report By
 DZ0139  HISTORY     - UNK      MONUMENTED       USGS
 DZ0139  HISTORY     - 1956     GOOD             NGS
 DZ0139  HISTORY     - 1961     GOOD             NGS
 DZ0139
 DZ0139                          STATION DESCRIPTION
 DZ0139
 DZ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0139'AT SANTA MARIA.
 DZ0139'AT SANTA MARIA, ALONG DEPOT STREET, AT THE T JUNCTION OF WEST
 DZ0139'CHAPEL STREET, 18.6 FEET NORTH OF THE NORTH CURB OF CHAPEL
 DZ0139'STREET, 15.2 FEET EAST OF THE EAST CURB OF DEPOT STREET, 2.5
 DZ0139'FEET NORTH OF THE SOUTHWEST CORNER OF A STEEL WOVEN WIRE FENCE
 DZ0139'AROUND THE D.E.S. CLUB, 0.8 FOOT WEST OF A FENCE, AND RIVETED
 DZ0139'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE THE
 DZ0139'GROUND.  NOTE-- POST SLANTING SLIGHTLY, ROD HELD OVER THE
 DZ0139'LETTERS ELEV IN THE WORD ELEVATION DURING 1956 RELEVELING.
 DZ0139
 DZ0139                          STATION RECOVERY (1961)
 DZ0139
 DZ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DZ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0755 ***********************************************************************
 KS0755  DESIGNATION -  2041
 KS0755  PID         -  KS0755
 KS0755  STATE/COUNTY-  CA/PLACER
 KS0755  USGS QUAD   -  WHEATLAND (1973)
 KS0755
 KS0755                         *CURRENT SURVEY CONTROL
 KS0755  ___________________________________________________________________
 KS0755* NAD 83(1986)-  39 00 05.     (N)    121 24 32.     (W)     SCALED    
 KS0755* NAVD 88     -        32.795  (meters)     107.59   (feet)  ADJUSTED  
 KS0755  ___________________________________________________________________
 KS0755  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 KS0755  DYNAMIC HT  -          32.775 (meters)     107.53  (feet)  COMP
 KS0755  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 KS0755
 KS0755  VERT ORDER  -  FIRST     CLASS II
 KS0755
 KS0755.The horizontal coordinates were scaled from a topographic map and have
 KS0755.an estimated accuracy of +/- 6 seconds.
 KS0755
 KS0755.The orthometric height was determined by differential leveling
 KS0755.and adjusted in June 1991.
 KS0755
 KS0755.The geoid height was determined by GEOID03.
 KS0755
 KS0755.The dynamic height is computed by dividing the NAVD 88
 KS0755.geopotential number by the normal gravity value computed on the
 KS0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0755.degrees latitude (g = 980.6199 gals.).
 KS0755
 KS0755.The modeled gravity was interpolated from observed gravity values.
 KS0755
 KS0755;                    North         East    Units  Estimated Accuracy
 KS0755;SPC CA 2     -   648,330.    2,051,200.      MT  (+/- 180 meters Scaled)
 KS0755
 KS0755                          SUPERSEDED SURVEY CONTROL
 KS0755
 KS0755  NGVD 29 (??/??/??)   32.192  (m)          105.62   (f) ADJUSTED    1 2
 KS0755
 KS0755.Superseded values are not recommended for survey control.
 KS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0755.See file dsdata.txt to determine how the superseded data were derived.
 KS0755
 KS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ377181(NAD 83)
 KS0755_MARKER: DD = SURVEY DISK
 KS0755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KS0755_SP_SET: WINGWALL
 KS0755_STAMPING: 2041
 KS0755_MARK LOGO: USE   
 KS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0755+STABILITY: SURFACE MOTION
 KS0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0755+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1988
 KS0755
 KS0755  HISTORY     - Date     Condition        Report By
 KS0755  HISTORY     - UNK      MONUMENTED       DOD
 KS0755  HISTORY     - 1949     GOOD             NGS
 KS0755  HISTORY     - 19880822 GOOD             NGS
 KS0755
 KS0755                          STATION DESCRIPTION
 KS0755
 KS0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0755'1.1 MI SE FROM WHEATLAND.
 KS0755'1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 KS0755'THE STATION AT WHEATLAND, 1.9 MILES NORHTWEST OF SHERIDAN, AT THE
 KS0755'NORTHWEST END OF THE BRIDGE OVER BEAR RIVER, IN THE TOP OF THE
 KS0755'NORTHWEST END OF THE SOUTHWEST WING WALL, 5.4 FEET SOUTHWEST
 KS0755'OF THE SOUTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 KS0755
 KS0755                          STATION RECOVERY (1988)
 KS0755
 KS0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0755'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM
 KS0755'(1.10 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KS0755'JUNCTION OF 4TH STREET IN WHEATLAND.  NOTE--THE DISK HAS BEEN HIT AND
 KS0755'THE STAMPING IS PARTLY ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3290 ***********************************************************************
 AH3290  DESIGNATION -  2041 4
 AH3290  PID         -  AH3290
 AH3290  STATE/COUNTY-  CA/LOS ANGELES
 AH3290  USGS QUAD   -  BEVERLY HILLS (1995)
 AH3290
 AH3290                         *CURRENT SURVEY CONTROL
 AH3290  ___________________________________________________________________
 AH3290* NAD 83(1986)-  34 04 17.     (N)    118 24 52.     (W)     SCALED    
 AH3290* NAVD 88     -        93.574  (meters)     307.00   (feet)  ADJUSTED  
 AH3290  ___________________________________________________________________
 AH3290  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AH3290  DYNAMIC HT  -          93.476 (meters)     306.68  (feet)  COMP
 AH3290  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 AH3290
 AH3290  VERT ORDER  -  FIRST     CLASS II
 AH3290
 AH3290.The horizontal coordinates were scaled from a topographic map and have
 AH3290.an estimated accuracy of +/- 6 seconds.
 AH3290
 AH3290.The orthometric height was determined by differential leveling
 AH3290.and adjusted in May 1999.
 AH3290
 AH3290.The geoid height was determined by GEOID03.
 AH3290
 AH3290.The dynamic height is computed by dividing the NAVD 88
 AH3290.geopotential number by the normal gravity value computed on the
 AH3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3290.degrees latitude (g = 980.6199 gals.).
 AH3290
 AH3290.The modeled gravity was interpolated from observed gravity values.
 AH3290
 AH3290;                    North         East    Units  Estimated Accuracy
 AH3290;SPC CA 5     -   563,460.    1,961,740.      MT  (+/- 180 meters Scaled)
 AH3290
 AH3290                          SUPERSEDED SURVEY CONTROL
 AH3290
 AH3290.No superseded survey control is available for this station.
 AH3290
 AH3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694709(NAD 83)
 AH3290_MARKER: N = NAIL
 AH3290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3290_SP_SET: CATCH BASIN
 AH3290_MARK LOGO: CA0350
 AH3290_PROJECTION: FLUSH
 AH3290_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3290+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1997
 AH3290
 AH3290  HISTORY     - Date     Condition        Report By
 AH3290  HISTORY     - UNK      MONUMENTED       CA0350
 AH3290  HISTORY     - 19970414 GOOD             MWDSC
 AH3290
 AH3290                          STATION DESCRIPTION
 AH3290
 AH3290'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3290'IN THE CITY OF BEVERLY HILLS, AT THE NORTHEAST CORNER OF ELEVADO AVE.
 AH3290'AND LINDEN DR., 21.6 M (70.9 FT) NORTHEASTERLY FROM THE CENTERLINE OF
 AH3290'LINDEN DRIVE, 6.4 M (21.0 FT) SOUTHEASTERLY FROM THE CENTERLINE OF
 AH3290'ELEVADO AVE.  STATION IS ON THE SOUTHEAST CORNER OF A 1.2 M (3.9 FT)
 AH3290'BY 3.4 M (11.2 FT) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1267 ***********************************************************************
 FU1267  DESIGNATION -  2047 B RESET
 FU1267  PID         -  FU1267
 FU1267  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FU1267  USGS QUAD   -  SIMMLER (1982)
 FU1267
 FU1267                         *CURRENT SURVEY CONTROL
 FU1267  ___________________________________________________________________
 FU1267* NAD 83(1986)-  35 21 06.     (N)    119 59 14.     (W)     SCALED    
 FU1267* NAVD 88     -       625.273  (meters)    2051.42   (feet)  ADJUSTED  
 FU1267  ___________________________________________________________________
 FU1267  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 FU1267  DYNAMIC HT  -         624.619 (meters)    2049.27  (feet)  COMP
 FU1267  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 FU1267
 FU1267  VERT ORDER  -  FIRST     CLASS I
 FU1267
 FU1267.The horizontal coordinates were scaled from a topographic map and have
 FU1267.an estimated accuracy of +/- 6 seconds.
 FU1267
 FU1267.The orthometric height was determined by differential leveling
 FU1267.and adjusted in June 1991.
 FU1267
 FU1267.The geoid height was determined by GEOID03.
 FU1267
 FU1267.The dynamic height is computed by dividing the NAVD 88
 FU1267.geopotential number by the normal gravity value computed on the
 FU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU1267.degrees latitude (g = 980.6199 gals.).
 FU1267
 FU1267.The modeled gravity was interpolated from observed gravity values.
 FU1267
 FU1267;                    North         East    Units  Estimated Accuracy
 FU1267;SPC CA 5     -   707,190.    1,819,390.      MT  (+/- 180 meters Scaled)
 FU1267
 FU1267                          SUPERSEDED SURVEY CONTROL
 FU1267
 FU1267  NGVD 29 (??/??/??)  624.31   (m)         2048.3    (f) RESET       3  
 FU1267
 FU1267.Superseded values are not recommended for survey control.
 FU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1267.See file dsdata.txt to determine how the superseded data were derived.
 FU1267
 FU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV285161(NAD 83)
 FU1267_MARKER: P = PIPE CAP
 FU1267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1267_STAMPING: 2047 B 1908 20 B RESET 1957
 FU1267_MARK LOGO: CGS   
 FU1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 FU1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1267
 FU1267  HISTORY     - Date     Condition        Report By
 FU1267  HISTORY     - 1957     MONUMENTED       CGS
 FU1267  HISTORY     - 1977     GOOD             NGS
 FU1267  HISTORY     - 19790524 GOOD             CADT
 FU1267
 FU1267                          STATION DESCRIPTION
 FU1267
 FU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FU1267'0.5 MI E FROM SIMMLER.
 FU1267'0.5 MILE EAST ALONG STATE HIGHWAY 178 FROM THE DIVISION OF
 FU1267'HIGHWAYS MAINTENANCE STATION AT SIMMLER, AT THE T JUNCTION OF A
 FU1267'DIM TRACK ROAD LEADING NORTH TO AN ABANDONED MILL, AT A JOG IN
 FU1267'A FENCE, 1 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 39 FEET WEST
 FU1267'OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET NORTH OF THE CENTER LINE
 FU1267'OF THE HIGHWAY (MEASURED FROM A BURIED SECTION CORNER POST), 0.9
 FU1267'FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, ABOUT
 FU1267'2 1/2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A
 FU1267'3 1/2-INCH PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
 FU1267
 FU1267                          STATION RECOVERY (1977)
 FU1267
 FU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU1267'0.5 MILE EAST ALONG STATE HIGHWAY 58 FROM THE STATE HIGHWAY
 FU1267'MAINTENANCE YARD AT SIMMLER, AT A JOG IN A FENCE, 19.5 FT. NORTH
 FU1267'OF THE CENTER LINE OF HIGHWAY, 2 FT. SOUTHWEST OF THE FENCE CORNER
 FU1267'POST, 1 FT. SOUTH OF A FENCE. A CAP RIVETED ON THE TOP OF A 3.5
 FU1267'INCH IRON PIPE PROJECTING 2 FT. ABOVE THE GROUND.
 FU1267
 FU1267                          STATION RECOVERY (1979)
 FU1267
 FU1267'RECOVERY NOTE BY CALTRANS 1979 (CML)
 FU1267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4369 ***********************************************************************
 AA4369  DESIGNATION -  2047 B RESET
 AA4369  PID         -  AA4369
 AA4369  STATE/COUNTY-  CA/SAN LUIS OBISPO
 AA4369  USGS QUAD   -  SIMMLER (1982)
 AA4369
 AA4369                         *CURRENT SURVEY CONTROL
 AA4369  ___________________________________________________________________
 AA4369* NAD 83(1986)-  35 21 06.     (N)    119 59 14.     (W)     SCALED    
 AA4369* NAVD 88     -       624.84   (+/-2cm)    2050.0    (feet)  VERTCON   
 AA4369  ___________________________________________________________________
 AA4369  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA4369  VERT ORDER  -  THIRD (See Below)
 AA4369
 AA4369.The horizontal coordinates were scaled from a topographic map and have
 AA4369.an estimated accuracy of +/- 6 seconds.
 AA4369
 AA4369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4369.The vertical order pertains to the NGVD 29 superseded value.
 AA4369
 AA4369.The geoid height was determined by GEOID03.
 AA4369
 AA4369;                    North         East    Units  Estimated Accuracy
 AA4369;SPC CA 5     -   707,190.    1,819,390.      MT  (+/- 180 meters Scaled)
 AA4369
 AA4369                          SUPERSEDED SURVEY CONTROL
 AA4369
 AA4369  NGVD 29 (08/19/04)  623.96   (m)         2047.1    (f) RESET       3  
 AA4369
 AA4369.Superseded values are not recommended for survey control.
 AA4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4369.See file dsdata.txt to determine how the superseded data were derived.
 AA4369
 AA4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV285161(NAD 83)
 AA4369_MARKER: DD = SURVEY DISK
 AA4369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4369_STAMPING: 2047 B RESET 1979
 AA4369_MARK LOGO: DI    
 AA4369_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4369+STABILITY: SURFACE MOTION
 AA4369
 AA4369  HISTORY     - Date     Condition        Report By
 AA4369  HISTORY     - 1979     MONUMENTED       CADT
 AA4369
 AA4369                          STATION DESCRIPTION
 AA4369
 AA4369'DESCRIBED BY CALTRANS 1979 (CML)
 AA4369'0.5 MILE (0.8 KM) EAST ALONG STATE HIGHWAY 58 FROM THE CADT
 AA4369'MAINTENANCE STATION IN SIMMLER NEAR SECOND AND THIRD DRIVEWAY TO
 AA4369'SOUTH, 42 FEET (12.8 M) NORTH OF HIGHWAY CENTERLINE, 4.5 FEET (1.4 M)
 AA4369'EAST OF TELEPHONE POLE, 8 FEET (2.4 M) SOUTH OF NEW BARBED WIRE FENCE,
 AA4369'0.6 FEET (18.3 CM) HIGHER THAN THE HIGHWAY, 1.0 FOOT (0.3 M) SOUTH OF
 AA4369'A WITNESS POST, PROJECTING 0.5 FOOT (15.2 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5586 ***********************************************************************
 EW5586  DESIGNATION -  2047 BPR
 EW5586  PID         -  EW5586
 EW5586  STATE/COUNTY-  CA/VENTURA
 EW5586  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5586
 EW5586                         *CURRENT SURVEY CONTROL
 EW5586  ___________________________________________________________________
 EW5586* NAD 83(1986)-  34 31 11.     (N)    119 16 29.     (W)     SCALED    
 EW5586* NAVD 88     -       623.55   (+/-2cm)    2045.8    (feet)  VERTCON   
 EW5586  ___________________________________________________________________
 EW5586  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EW5586  VERT ORDER  -  THIRD (See Below)
 EW5586
 EW5586.The horizontal coordinates were scaled from a topographic map and have
 EW5586.an estimated accuracy of +/- 6 seconds.
 EW5586
 EW5586.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5586.The vertical order pertains to the NGVD 29 superseded value.
 EW5586
 EW5586.The geoid height was determined by GEOID03.
 EW5586
 EW5586;                    North         East    Units  Estimated Accuracy
 EW5586;SPC CA 5     -   613,850.    1,882,970.      MT  (+/- 180 meters Scaled)
 EW5586
 EW5586                          SUPERSEDED SURVEY CONTROL
 EW5586
 EW5586  NGVD 29 (??/??/??)  622.74   (m)         2043.1    (f) RESET       3  
 EW5586
 EW5586.Superseded values are not recommended for survey control.
 EW5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5586.See file dsdata.txt to determine how the superseded data were derived.
 EW5586
 EW5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU912221(NAD 83)
 EW5586_MARKER: P = PIPE CAP
 EW5586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5586_STAMPING: 2047.33 POST
 EW5586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5586
 EW5586  HISTORY     - Date     Condition        Report By
 EW5586  HISTORY     - UNK      MONUMENTED       BPR
 EW5586  HISTORY     - 1968     GOOD             NGS
 EW5586  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW5586
 EW5586                          STATION DESCRIPTION
 EW5586
 EW5586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5586'9.7 MI N FROM OJAI.
 EW5586'9.7 MILES NORTH ALONG U.S. HIGHWAY 399 FROM OJAI, VENTURA COUNTY,
 EW5586'0.9 MILE NORTHWEST OF THE WHEELER GORGE RANGER STATION, 0.3 MILE
 EW5586'SOUTHEAST AND DOWN A HILL FROM A STREAM, ON A SMALL RIDGE
 EW5586'INTERSECTING THE ROAD AT A GRADE, 21 FEET NORTH OF THE CENTERLINE
 EW5586'OF THE ROAD, AT THE JUNCTION OF A CUT AND A FILL, 16 FEET WEST
 EW5586'OF A 6-INCH OAK TREE, AND ABOUT 4-1/2 FEET HIGHER THAN THE
 EW5586'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 EW5586'STAMPED 2047.33 POST AND RIVETED ON THE TOP OF A 3-1/2-INCH
 EW5586'IRON PIPE.
 EW5586
 EW5586                          STATION RECOVERY (1977)
 EW5586
 EW5586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5586'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1205 ***********************************************************************
 KS1205  DESIGNATION -  205 B
 KS1205  PID         -  KS1205
 KS1205  STATE/COUNTY-  CA/BUTTE
 KS1205  USGS QUAD   -  OROVILLE (1970)
 KS1205
 KS1205                         *CURRENT SURVEY CONTROL
 KS1205  ___________________________________________________________________
 KS1205* NAD 83(1986)-  39 30 31.     (N)    121 33 12.     (W)     SCALED    
 KS1205* NAVD 88     -        63.436  (meters)     208.12   (feet)  ADJUSTED  
 KS1205  ___________________________________________________________________
 KS1205  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 KS1205  DYNAMIC HT  -          63.401 (meters)     208.01  (feet)  COMP
 KS1205  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 KS1205
 KS1205  VERT ORDER  -  FIRST     CLASS II
 KS1205
 KS1205.The horizontal coordinates were scaled from a topographic map and have
 KS1205.an estimated accuracy of +/- 6 seconds.
 KS1205
 KS1205.The orthometric height was determined by differential leveling
 KS1205.and adjusted in June 1991.
 KS1205
 KS1205.The geoid height was determined by GEOID03.
 KS1205
 KS1205.The dynamic height is computed by dividing the NAVD 88
 KS1205.geopotential number by the normal gravity value computed on the
 KS1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1205.degrees latitude (g = 980.6199 gals.).
 KS1205
 KS1205.The modeled gravity was interpolated from observed gravity values.
 KS1205
 KS1205;                    North         East    Units  Estimated Accuracy
 KS1205;SPC CA 2     -   704,560.    2,038,410.      MT  (+/- 180 meters Scaled)
 KS1205
 KS1205                          SUPERSEDED SURVEY CONTROL
 KS1205
 KS1205  NGVD 29 (??/??/??)   62.740  (m)          205.84   (f) ADJUSTED    1 2
 KS1205
 KS1205.Superseded values are not recommended for survey control.
 KS1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1205.See file dsdata.txt to determine how the superseded data were derived.
 KS1205
 KS1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ243742(NAD 83)
 KS1205_MARKER: DD = SURVEY DISK
 KS1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS1205_STAMPING: 205 BB 1909 CAL
 KS1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1205+STABILITY: SURFACE MOTION
 KS1205
 KS1205  HISTORY     - Date     Condition        Report By
 KS1205  HISTORY     - 1909     MONUMENTED       USGS
 KS1205  HISTORY     - 1967     GOOD             NGS
 KS1205  HISTORY     - 19880727 MARK NOT FOUND   NGS
 KS1205
 KS1205                          STATION DESCRIPTION
 KS1205
 KS1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KS1205'AT OROVILLE.
 KS1205'AT OROVILLE, ABOUT 0.1 MILE EAST OF THE INTERSECTION OF LINCOLN
 KS1205'STREET AND EHMANN AVENUE, 0.05 MILE WEST OF THE JUNCTION OF MYERS
 KS1205'AND PARK AVENUES, AT THE SOUTHWEST EDGE OF A PARKING AREA BEHIND
 KS1205'THE DAHLMEIR BROTHERS INSURANCE AND REAL ESTATE BUILDING, 105
 KS1205'FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 70 FEET
 KS1205'NORTHEAST OF THREE PALM TREES, 33 FEET SOUTHEAST OF THE SOUTHEAST
 KS1205'RAIL OF SPUR TRACK, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3
 KS1205'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KS1205'0.1 FOOT UNDERGROUND.
 KS1205
 KS1205                          STATION RECOVERY (1988)
 KS1205
 KS1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0208 ***********************************************************************
 DY0208  DESIGNATION -  205 C OF LB
 DY0208  PID         -  DY0208
 DY0208  STATE/COUNTY-  CA/LOS ANGELES
 DY0208  USGS QUAD   -  LONG BEACH (1981)
 DY0208
 DY0208                         *CURRENT SURVEY CONTROL
 DY0208  ___________________________________________________________________
 DY0208* NAD 83(1986)-  33 45 36.     (N)    118 14 32.     (W)     SCALED    
 DY0208* NAVD 88     -         2.22   (+/-2cm)       7.3    (feet)  VERTCON   
 DY0208  ___________________________________________________________________
 DY0208  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0208  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0208
 DY0208.The horizontal coordinates were scaled from a topographic map and have
 DY0208.an estimated accuracy of +/- 6 seconds.
 DY0208
 DY0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0208.The vertical order pertains to the NGVD 29 superseded value.
 DY0208
 DY0208.The geoid height was determined by GEOID03.
 DY0208
 DY0208;                    North         East    Units  Estimated Accuracy
 DY0208;SPC CA 5     -   528,870.    1,977,560.      MT  (+/- 180 meters Scaled)
 DY0208
 DY0208                          SUPERSEDED SURVEY CONTROL
 DY0208
 DY0208  NGVD 29 (??/??/92)    1.422  (m)            4.67   (f) ADJ UNCH    1 2
 DY0208
 DY0208.Superseded values are not recommended for survey control.
 DY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0208.See file dsdata.txt to determine how the superseded data were derived.
 DY0208
 DY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT849362(NAD 83)
 DY0208_MARKER: DD = SURVEY DISK
 DY0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0208_STAMPING: 205
 DY0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0208+STABILITY: SURFACE MOTION
 DY0208
 DY0208  HISTORY     - Date     Condition        Report By
 DY0208  HISTORY     - UNK      MONUMENTED       CA1970
 DY0208  HISTORY     - 1933     GOOD             NGS
 DY0208  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0208
 DY0208                          STATION DESCRIPTION
 DY0208
 DY0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DY0208'AT LONG BEACH.
 DY0208'ON TERMINAL ISLAND, 700 FEET NORTHWEST OF EASTSIDE INN BATHING
 DY0208'HOUSE, ALSO KNOWN AS JOES PLACE, AND 260 FEET SOUTH OF CENTERLINE
 DY0208'OF UNION PACIFIC RAILROAD TRACKS, SET IN CONCRETE POST 14 INCHES
 DY0208'UNDER SURFACE OF GROUND.
 DY0208
 DY0208                          STATION RECOVERY (1945)
 DY0208
 DY0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2406 ***********************************************************************
 FU2406  DESIGNATION -  205 DWR
 FU2406  PID         -  FU2406
 FU2406  STATE/COUNTY-  CA/KERN
 FU2406  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2406
 FU2406                         *CURRENT SURVEY CONTROL
 FU2406  ___________________________________________________________________
 FU2406* NAD 83(1986)-  35 08 15.     (N)    119 20 56.     (W)     SCALED    
 FU2406* NAVD 88     -       141.57   (+/-2cm)     464.5    (feet)  VERTCON   
 FU2406  ___________________________________________________________________
 FU2406  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 FU2406  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2406
 FU2406.The horizontal coordinates were scaled from a topographic map and have
 FU2406.an estimated accuracy of +/- 6 seconds.
 FU2406
 FU2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2406.The vertical order pertains to the NGVD 29 superseded value.
 FU2406
 FU2406.The geoid height was determined by GEOID03.
 FU2406
 FU2406;                    North         East    Units  Estimated Accuracy
 FU2406;SPC CA 5     -   682,470.    1,877,080.      MT  (+/- 180 meters Scaled)
 FU2406
 FU2406                          SUPERSEDED SURVEY CONTROL
 FU2406
 FU2406  NGVD 29 (??/??/92)  140.794  (m)          461.92   (f) ADJ UNCH    1 1
 FU2406
 FU2406.Superseded values are not recommended for survey control.
 FU2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2406.See file dsdata.txt to determine how the superseded data were derived.
 FU2406
 FU2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU859908(NAD 83)
 FU2406_MARKER: P = PIPE CAP
 FU2406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2406_STAMPING: 1/4 S 13-24 LGB MACD
 FU2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2406
 FU2406  HISTORY     - Date     Condition        Report By
 FU2406  HISTORY     - UNK      MONUMENTED       SOCO
 FU2406  HISTORY     - 1964     GOOD             NGS
 FU2406  HISTORY     - 1975     GOOD             NGS
 FU2406
 FU2406                          STATION DESCRIPTION
 FU2406
 FU2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2406'6.4 MI E FROM TAFT.
 FU2406'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION AT
 FU2406'TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280
 FU2406'B AND GARDNER FIELD ROAD, THENCE 0.9 MILE NORTHEAST ALONG RICHFIELD
 FU2406'OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.15 MILE
 FU2406'NORTH ALONG A POWER LINE, AT A RIGHT ANGLE TURN IN THE POWER LINE,
 FU2406'31 1/2 FEET SOUTH OF THE POWER POLE AT THE ANGLE IN THE LINE, 3.3
 FU2406'FEET EAST OF A WITNESS POST, A CAP ON THE TOP OF A 3 1/2 INCH IRON
 FU2406'PIPE WHICH PROJECTS 1.0 FOOT.  NOTE-- PREVIOUSLY DESIGNATE DWR
 FU2406
 FU2406                          STATION RECOVERY (1975)
 FU2406
 FU2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1689 ***********************************************************************
 HS1689  DESIGNATION -  205 USGS
 HS1689  PID         -  HS1689
 HS1689  STATE/COUNTY-  CA/MERCED
 HS1689  USGS QUAD   -  WINTON (1987)
 HS1689
 HS1689                         *CURRENT SURVEY CONTROL
 HS1689  ___________________________________________________________________
 HS1689* NAD 83(1986)-  37 29 37.     (N)    120 30 09.     (W)     SCALED    
 HS1689* NAVD 88     -        62.96   (+/-2cm)     206.6    (feet)  VERTCON   
 HS1689  ___________________________________________________________________
 HS1689  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HS1689  VERT ORDER  -  THIRD (See Below)
 HS1689
 HS1689.The horizontal coordinates were scaled from a topographic map and have
 HS1689.an estimated accuracy of +/- 6 seconds.
 HS1689
 HS1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1689.The vertical order pertains to the NGVD 29 superseded value.
 HS1689
 HS1689.The geoid height was determined by GEOID03.
 HS1689
 HS1689;                    North         East    Units  Estimated Accuracy
 HS1689;SPC CA 3     -   610,270.    1,999,780.      MT  (+/- 180 meters Scaled)
 HS1689
 HS1689                          SUPERSEDED SURVEY CONTROL
 HS1689
 HS1689  NGVD 29 (??/??/??)   62.25   (m)          204.2    (f) RESET       3  
 HS1689
 HS1689.Superseded values are not recommended for survey control.
 HS1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1689.See file dsdata.txt to determine how the superseded data were derived.
 HS1689
 HS1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG207525(NAD 83)
 HS1689_MARKER: P = PIPE CAP
 HS1689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1689_STAMPING: 204B 6 1905
 HS1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1689
 HS1689  HISTORY     - Date     Condition        Report By
 HS1689  HISTORY     - 1905     MONUMENTED       USGS
 HS1689  HISTORY     - 1958     GOOD             NGS
 HS1689
 HS1689                          STATION DESCRIPTION
 HS1689
 HS1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1689'4.2 MI SW FROM SNELLING.
 HS1689'4.15 MILES SOUTHWEST ALONG SNELLING-MERCED ROAD FROM THE
 HS1689'INTERSECTION OF HALTERMAN ROAD AT SNELLING, IN R13E T5S S14,
 HS1689'AT THE INTERSECTION OF TURLOCK ROAD LEADING WEST AND COX
 HS1689'FERRY ROAD LEADING NORTH, 167 FEET NORTH-NORTHWEST OF THE
 HS1689'CENTER OF THE INTERSECTION, 121 FEET NORTH OF THE CENTER LINE OF
 HS1689'TURLOCK ROAD, 26 FEET WEST OF THE CENTER LINE OF COX FERRY
 HS1689'ROAD, 7 1/2 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE,
 HS1689'7 FEET SOUTH OF A FENCE CORNER POST, 1.1 FEET NORTH OF A WITNESS
 HS1689'POST, ABOUT 2 FEET HIGHER THAN THE ROADS, AND RIVETED ON TOP
 HS1689'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1451 ***********************************************************************
 EW1451  DESIGNATION -  205.161 C OF LA
 EW1451  PID         -  EW1451
 EW1451  STATE/COUNTY-  CA/LOS ANGELES
 EW1451  USGS QUAD   -  HOLLYWOOD (1994)
 EW1451
 EW1451                         *CURRENT SURVEY CONTROL
 EW1451  ___________________________________________________________________
 EW1451* NAD 83(1986)-  34 03 42.     (N)    118 19 54.     (W)     SCALED    
 EW1451* NAVD 88     -        63.30   (+/-2cm)     207.7    (feet)  VERTCON   
 EW1451  ___________________________________________________________________
 EW1451  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1451  VERT ORDER  -  THIRD (See Below)
 EW1451
 EW1451.The horizontal coordinates were scaled from a topographic map and have
 EW1451.an estimated accuracy of +/- 6 seconds.
 EW1451
 EW1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1451.The vertical order pertains to the NGVD 29 superseded value.
 EW1451
 EW1451.The geoid height was determined by GEOID03.
 EW1451
 EW1451;                    North         East    Units  Estimated Accuracy
 EW1451;SPC CA 5     -   562,350.    1,969,380.      MT  (+/- 180 meters Scaled)
 EW1451
 EW1451                          SUPERSEDED SURVEY CONTROL
 EW1451
 EW1451  NGVD 29 (??/??/??)   62.53   (m)          205.2    (f) RESET       3  
 EW1451
 EW1451.Superseded values are not recommended for survey control.
 EW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1451.See file dsdata.txt to determine how the superseded data were derived.
 EW1451
 EW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT771697(NAD 83)
 EW1451_MARKER: S = SPIKE
 EW1451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1451_SP_SET: CURB
 EW1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1451
 EW1451  HISTORY     - Date     Condition        Report By
 EW1451  HISTORY     - UNK      MONUMENTED       CA1980
 EW1451  HISTORY     - 1945     GOOD             NGS
 EW1451  HISTORY     - 1964     GOOD             NGS
 EW1451
 EW1451                          STATION DESCRIPTION
 EW1451
 EW1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1451'AT LOS ANGELES.
 EW1451'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1451'RIMPAU BOULEVARD.  LOCATED IN THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1451'19.5 FEET WEST OF A PROJECTED CURBLINE OF THE WEST CURB  OF
 EW1451'RIMPAU BOULEVARD (CURBLINE PROJECTED FROM THE SOUTH SIDE OF
 EW1451'WILSHIRE BOULEVARD), AND 11.9 FEET WEST OF A TRAFFIC SIGNAL POST
 EW1451'CENTER LINE.  SPIKE PROJECTS ABOUT 1/4 INCH AND IS IN THE WEST
 EW1451'END OF A CATCH BASIN.  A CUT SPIKE IN THE CONCRETE CURB.
 EW1451
 EW1451                          STATION RECOVERY (1964)
 EW1451
 EW1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1810 ***********************************************************************
 FV1810  DESIGNATION -  2051=LYNCH
 FV1810  PID         -  FV1810
 FV1810  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1810  USGS QUAD   -  TIERRA REDONDA MOUNTAIN (1979)
 FV1810
 FV1810                         *CURRENT SURVEY CONTROL
 FV1810  ___________________________________________________________________
 FV1810* NAD 83(1992)-  35 46 15.67685(N)    120 59 09.36632(W)     ADJUSTED  
 FV1810* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 FV1810  ___________________________________________________________________
 FV1810  EPOCH DATE  -        1991.35
 FV1810  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FV1810  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 FV1810  HORZ ORDER  -  SECOND
 FV1810
 FV1810.The horizontal coordinates were established by classical geodetic methods
 FV1810.and adjusted by the National Geodetic Survey in June 1996.
 FV1810.The horizontal coordinates are valid at the epoch date displayed above.
 FV1810.The epoch date for horizontal control is a decimal equivalence
 FV1810.of Year/Month/Day.
 FV1810
 FV1810.The orthometric height was scaled from a topographic map.
 FV1810
 FV1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1810
 FV1810.The geoid height was determined by GEOID03.
 FV1810
 FV1810;                    North         East     Units Scale Factor Converg.
 FV1810;SPC CA 5     -   755,940.998 1,730,018.928   MT  1.00008054   -1 42 07.3
 FV1810;SPC CA 5     - 2,480,116.42  5,675,903.77   sFT  1.00008054   -1 42 07.3
 FV1810;SPC CA 4     -   550,424.184 1,820,428.184   MT  1.00005117   -1 11 05.2
 FV1810;SPC CA 4     - 1,805,850.01  5,972,521.47   sFT  1.00005117   -1 11 05.2
 FV1810;UTM  10      - 3,960,422.779   682,058.154   MT  1.00000844   +1 10 39.5
 FV1810
 FV1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1810!SPC CA 5     -   0.99990631  x   1.00008054  =   0.99998684
 FV1810!SPC CA 4     -   0.99990631  x   1.00005117  =   0.99995747
 FV1810!UTM  10      -   0.99990631  x   1.00000844  =   0.99991475
 FV1810
 FV1810|---------------------------------------------------------------------|
 FV1810| PID    Reference Object                     Distance      Geod. Az  |
 FV1810|                                                           dddmmss.s |
 FV1810| DA7194 LYNCH RM 1                            4.138 METERS 10748     |
 FV1810| DA7193 LYNCH AZ MK                                        1195815.6 |
 FV1810| FV1828 ROCKY BUTTE LOOKOUT TOWER           APPROX.12.3 KM 2100113.4 |
 FV1810| DA7195 LYNCH RM 2                            8.240 METERS 23655     |
 FV1810|---------------------------------------------------------------------|
 FV1810
 FV1810                          SUPERSEDED SURVEY CONTROL
 FV1810
 FV1810  NAD 83(1992)-  35 46 15.67749(N)    120 59 09.36662(W) AD(1991.35) 2
 FV1810  NAD 83(1986)-  35 46 15.67230(N)    120 59 09.35949(W) AD(1984.00) 2
 FV1810  NAD 27      -  35 46 15.78600(N)    120 59 05.68400(W) AD(       ) 2
 FV1810
 FV1810.Superseded values are not recommended for survey control.
 FV1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1810.See file dsdata.txt to determine how the superseded data were derived.
 FV1810
 FV1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8205860423(NAD 83)
 FV1810
 FV1810  HISTORY     - Date     Condition        Report By
 FV1810  HISTORY     - 1944     MONUMENTED       CGS
 FV1810  HISTORY     - 1961     SEE DESCRIPTION  AMS
 FV1810
 FV1810                          STATION DESCRIPTION
 FV1810
 FV1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS)
 FV1810'STATION IS LOCATED ON THE SW END AND HIGHEST POINT OF TIERRA
 FV1810'REDONDA MOUNTAIN, A WELL KNOWN MOUNTAIN ABOUT 12-1/2 MILES
 FV1810'SW OF BRADLEY, 20 MILES NW OF PASO ROBLES, 3 MILES WSW OF BEE
 FV1810'ROCK HALL, AND 1 MILE SW OF THE OLD LYNCH RANCH, NOW OWNED
 FV1810'BY ARCHIE C. SMITH.  THE MOUNTAIN IS COVERED WITH BRUSH AND
 FV1810'DROPS SHARPLY TO THE W.  STATION ELEVATION IS 2,051 FEET.
 FV1810'
 FV1810'STATION MARK, STAMPED VA AND WITH THE ELEVATION OF 2051 FEET,
 FV1810'IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN OUTCROPPING
 FV1810'BEDROCK ABOUT 2-1/2 FEET IN DIAMETER AND 3 INCHES HIGH.  IT IS
 FV1810'ABOUT 25 FEET N OF THE EDGE OF A ROCKY RIM.
 FV1810'
 FV1810'NO UNDERGROUND OR WITNESS MARK WAS SET.
 FV1810'
 FV1810'REFERENCE MARK 1, STAMPED LYNCH USGS NO 1 1944, IS A BRONZE
 FV1810'AZIMUTH DISK SET IN AN OUTCROP ABOUT 2 FEET WIDE, 3 FEET LONG,
 FV1810'AND 1 FOOT HIGH.  IT IS ABOUT 3 METERS W OF THE EDGE OF THE RIM.
 FV1810'
 FV1810'REFERENCE MARK 2, STAMPED LYNCH USGS NO 2 1944, IS A BRONZE
 FV1810'AZIMUTH DISK SET IN AN OUTCROP ABOUT 3 FEET WIDE, 4 FEET LONG,
 FV1810'AND 6 INCHES HIGH.  IT IS ABOUT 3 METERS N OF THE EDGE OF THE RIM.
 FV1810'
 FV1810'THE AZIMUTH MARK, STAMPED LYNCH USGS 1944, IS A BRONZE AZIMUTH
 FV1810'DISK SET IN THE EDGE OF THE RIM.  IT IS AT SLIGHTLY LOWER
 FV1810'ELEVATION THAN THE STATION MARK AND ABOUT 100 YARDS W OF A
 FV1810'HIGHER, MORE PROMINENT POINT ON THE RIM.
 FV1810'
 FV1810'TO REACH THE STATION FROM BRADLEY, GO NW ON U.S. HIGHWAY 101
 FV1810'FOR 2.0 MILES, TURN SHARPLY LEFT, TAKING ROAD TO LEFT OF
 FV1810'MILITARY HIGHWAY, WHICH ALSO INTERSECTS U.S. HIGHWAY 101 AT THIS
 FV1810'POINT.  GO 0.1 MILE, TAKE LEFT FORK TOWARDS BEE ROCK AND GO S
 FV1810'5.2 MILES.  CROSS SAN ANTONIO RIVER AND CONTINUE ON MAIN ROAD
 FV1810'W FOR 3.4 MILES.  TAKE LEFT FORK AND GO 3.0 MILES TO BEE ROCK
 FV1810'HALL.  TAKE RIGHT FORK AND CONTINUE W 2.4 MILES TO ROAD FORKS.
 FV1810'KEEP STRAIGHT AHEAD (W) 0.35 MILE.  PASS TO LEFT OF RANCH
 FV1810'HOUSE WITH THREE PALMS IN YARD AND CONTINUE ON ROAD THROUGH
 FV1810'LANE 0.5 MILE TO CATTLE GUARD.  CONTINUE ON MAIN-TRAVELED
 FV1810'ROAD 0.1 MILE TO CULVERT.  TAKE DIM TRACKS LEADING LEFT FOR
 FV1810'0.15 MILE TO END OF TRUCK TRAVEL AT A CLEARED SPOT AND ARROW
 FV1810'BLAZED ON TREE.  FROM BLAZE ON TREE FOLLOW TRAIL SSE ABOUT
 FV1810'300 YARDS.  GO THROUGH GATE IN FENCE, CONTINUE 25 YARDS AND
 FV1810'KEEP LEFT FORK OF TRAIL ALONG N SIDE OF RIDGE ABOUT 0.4
 FV1810'MILE TO INTERSECTION WITH WELL-WORN STOCK TRAIL.  FOLLOW
 FV1810'TRAIL TO RIGHT ABOUT 25 YARDS.  THENCE BEAR LEFT TO TOP OF
 FV1810'RIDGE AND CONTINUE ESE UP STEEP SLOPE TO SUMMIT OF ROCKY
 FV1810'RIM.  THENCE GO RIGHT (SE) ALONG EDGE OF RIM ABOUT 200
 FV1810'YARDS TO HIGHEST POINT AND STATION.  ABOUT A 1-1/2-HOUR
 FV1810'BACK PACK.
 FV1810
 FV1810                          STATION RECOVERY (1961)
 FV1810
 FV1810'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 (HCK)
 FV1810'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FV1810'IN GOOD CONDITION.  VIEW FROM TRIPOD HEIGHT IS CLEAR IN ALL
 FV1810'DIRECTIONS EXCEPT TO THE NORTH.  THIS IS OBSTRUCTED BY GROWTH
 FV1810'OF SMALL BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0960 ***********************************************************************
 HS0960  DESIGNATION -  2059
 HS0960  PID         -  HS0960
 HS0960  STATE/COUNTY-  CA/TUOLUMNE
 HS0960  USGS QUAD   -  MOCCASIN (1987)
 HS0960
 HS0960                         *CURRENT SURVEY CONTROL
 HS0960  ___________________________________________________________________
 HS0960* NAD 83(1986)-  37 48 48.     (N)    120 17 16.     (W)     SCALED    
 HS0960* NAVD 88     -       629.32   (+/-2cm)    2064.7    (feet)  VERTCON   
 HS0960  ___________________________________________________________________
 HS0960  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HS0960  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0960
 HS0960.The horizontal coordinates were scaled from a topographic map and have
 HS0960.an estimated accuracy of +/- 6 seconds.
 HS0960
 HS0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0960.The vertical order pertains to the NGVD 29 superseded value.
 HS0960
 HS0960.The geoid height was determined by GEOID03.
 HS0960
 HS0960;                    North         East    Units  Estimated Accuracy
 HS0960;SPC CA 3     -   645,780.    2,018,690.      MT  (+/- 180 meters Scaled)
 HS0960
 HS0960                          SUPERSEDED SURVEY CONTROL
 HS0960
 HS0960  NGVD 29 (??/??/92)  628.566  (m)         2062.22   (f) ADJ UNCH    1 2
 HS0960
 HS0960.Superseded values are not recommended for survey control.
 HS0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0960.See file dsdata.txt to determine how the superseded data were derived.
 HS0960
 HS0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG387885(NAD 83)
 HS0960_MARKER: DD = SURVEY DISK
 HS0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0960_SP_SET: ANCHOR BLOCK
 HS0960_STAMPING: BM ELEV 2059 932
 HS0960_MARK LOGO: HHWS  
 HS0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0960
 HS0960  HISTORY     - Date     Condition        Report By
 HS0960  HISTORY     - UNK      MONUMENTED       CA3290
 HS0960  HISTORY     - 1956     GOOD             CGS
 HS0960
 HS0960                          STATION DESCRIPTION
 HS0960
 HS0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0960'0.6 MI NE FROM MOCCASIN.
 HS0960'0.67 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0960'FROM THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE NORTHEAST
 HS0960'CORNER OF THE THIRTEENTH CONCRETE ANCHOR BLOCK NORTHEAST OF
 HS0960'THE POWERHOUSE (THE FOURTH ANCHOR BLOCK WEST OF A POINT WHERE
 HS0960'THE AQUEDUCT GOES UNDERGROUND), 23.15 FEET NORTHEAST OF 77-8164
 HS0960'TRIANGULATION STATION, AND ABOUT 10 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4560 ***********************************************************************
 HS4560  DESIGNATION -  2059
 HS4560  PID         -  HS4560
 HS4560  STATE/COUNTY-  CA/TUOLUMNE
 HS4560  USGS QUAD   -  MOCCASIN (1987)
 HS4560
 HS4560                         *CURRENT SURVEY CONTROL
 HS4560  ___________________________________________________________________
 HS4560* NAD 83(1992)-  37 48 48.82302(N)    120 17 17.10449(W)     NO CHECK  
 HS4560* NAVD 88     -       629.32   (+/-2cm)    2064.7    (feet)  VERTCON   
 HS4560  ___________________________________________________________________
 HS4560  EPOCH DATE  -        1991.35
 HS4560  LAPLACE CORR-          13.56  (seconds)                    DEFLEC99
 HS4560  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HS4560  HORZ ORDER  -  THIRD
 HS4560  VERT ORDER  -  THIRD ? (See Below)
 HS4560
 HS4560.The horizontal coordinates were established by classical geodetic methods
 HS4560.and adjusted by the National Geodetic Survey in March 1994.
 HS4560.No horizontal observational check was made to the station.
 HS4560.The horizontal coordinates are valid at the epoch date displayed above.
 HS4560.The epoch date for horizontal control is a decimal equivalence
 HS4560.of Year/Month/Day.
 HS4560
 HS4560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4560.The vertical order pertains to the NGVD 29 superseded value.
 HS4560
 HS4560.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4560
 HS4560.The geoid height was determined by GEOID03.
 HS4560
 HS4560;                    North         East     Units Scale Factor Converg.
 HS4560;SPC CA 3     -   645,801.631 2,018,658.750   MT  0.99992977   +0 07 47.1
 HS4560;SPC CA 3     - 2,118,767.52  6,622,882.92   sFT  0.99992977   +0 07 47.1
 HS4560;UTM  10      - 4,188,594.860   738,722.787   MT  1.00030197   +1 39 48.4
 HS4560
 HS4560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4560!SPC CA 3     -   0.99990575  x   0.99992977  =   0.99983552
 HS4560!UTM  10      -   0.99990575  x   1.00030197  =   1.00020769
 HS4560
 HS4560                          SUPERSEDED SURVEY CONTROL
 HS4560
 HS4560  NAD 83(1986)-  37 48 48.79623(N)    120 17 17.11381(W) AD(1984.00) 3
 HS4560  NAD 27      -  37 48 49.05200(N)    120 17 13.42700(W) AD(       ) 3
 HS4560  NGVD 29 (07/19/86)  628.57   (m)         2062.2    (f) LEVELING    3  
 HS4560
 HS4560.Superseded values are not recommended for survey control.
 HS4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4560.See file dsdata.txt to determine how the superseded data were derived.
 HS4560
 HS4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3872388595(NAD 83)
 HS4560_MARKER: DD = SURVEY DISK
 HS4560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS4560_SP_SET: ANCHOR BLOCK
 HS4560_STAMPING: BM ELEV 2059 932
 HS4560_MARK LOGO: HHWS  
 HS4560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS4560
 HS4560  HISTORY     - Date     Condition        Report By
 HS4560  HISTORY     - 1956     MONUMENTED       CGS
 HS4560
 HS4560                          STATION DESCRIPTION
 HS4560
 HS4560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS4560'SEE STATION 77+8164 (HHWS)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4920 ***********************************************************************
 EW4920  DESIGNATION -  206 1 LA CO
 EW4920  PID         -  EW4920
 EW4920  STATE/COUNTY-  CA/LOS ANGELES
 EW4920  USGS QUAD   -  NEWHALL (1995)
 EW4920
 EW4920                         *CURRENT SURVEY CONTROL
 EW4920  ___________________________________________________________________
 EW4920* NAD 83(1986)-  34 22 51.     (N)    118 34 13.     (W)     SCALED    
 EW4920* NAVD 88     -       404.79   (+/-2cm)    1328.0    (feet)  VERTCON   
 EW4920  ___________________________________________________________________
 EW4920  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4920  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4920
 EW4920.The horizontal coordinates were scaled from a topographic map and have
 EW4920.an estimated accuracy of +/- 6 seconds.
 EW4920
 EW4920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4920.The vertical order pertains to the NGVD 29 superseded value.
 EW4920
 EW4920.The geoid height was determined by GEOID03.
 EW4920
 EW4920;                    North         East    Units  Estimated Accuracy
 EW4920;SPC CA 5     -   597,860.    1,947,560.      MT  (+/- 180 meters Scaled)
 EW4920
 EW4920                          SUPERSEDED SURVEY CONTROL
 EW4920
 EW4920  NGVD 29 (??/??/92)  403.965  (m)         1325.34   (f) ADJ UNCH    1 1
 EW4920
 EW4920.Superseded values are not recommended for survey control.
 EW4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4920.See file dsdata.txt to determine how the superseded data were derived.
 EW4920
 EW4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU556055(NAD 83)
 EW4920_MARKER: DD = SURVEY DISK
 EW4920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4920_STAMPING: BM 206-1 1966 5869
 EW4920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4920+STABILITY: SURFACE MOTION
 EW4920
 EW4920  HISTORY     - Date     Condition        Report By
 EW4920  HISTORY     - 1966     MONUMENTED       CA-037
 EW4920  HISTORY     - 1967     GOOD             CA-037
 EW4920
 EW4920                          STATION DESCRIPTION
 EW4920
 EW4920'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4920'4.6 MI SSE FROM CASTAIC JCT.
 EW4920'PICO CANYON ROAD 0.3 MILE WEST OF GOLDEN STATE FREEWAY OPPOSITE
 EW4920'A DIRT ROAD TO THE NORTHWEST, 103.3 FEET SOUTHEAST OF LOS ANGELES
 EW4920'COUNTY FIRE DEPARTMENT TELEPHONE POLE NO. 113-19, 90.7 FEET
 EW4920'SOUTHWEST OF LOS ANGELES COUNTY FIRE DEPARTMENT POLE NO. 113-18,
 EW4920'40.7 FEET SOUTH OF CENTER OF PICO CANYON ROAD.  SET IN TOP OF A
 EW4920'7 INCH DIAMETER CONCRETE POST UP 5 INCHES.
 EW4920
 EW4920                          STATION RECOVERY (1967)
 EW4920
 EW4920'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4911 ***********************************************************************
 EW4911  DESIGNATION -  206 10 LA CO
 EW4911  PID         -  EW4911
 EW4911  STATE/COUNTY-  CA/LOS ANGELES
 EW4911  USGS QUAD   -  NEWHALL (1995)
 EW4911
 EW4911                         *CURRENT SURVEY CONTROL
 EW4911  ___________________________________________________________________
 EW4911* NAD 83(1986)-  34 23 14.     (N)    118 36 59.     (W)     SCALED    
 EW4911* NAVD 88     -       417.84   (+/-2cm)    1370.9    (feet)  VERTCON   
 EW4911  ___________________________________________________________________
 EW4911  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW4911  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4911
 EW4911.The horizontal coordinates were scaled from a topographic map and have
 EW4911.an estimated accuracy of +/- 6 seconds.
 EW4911
 EW4911.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4911.The vertical order pertains to the NGVD 29 superseded value.
 EW4911
 EW4911.The geoid height was determined by GEOID03.
 EW4911
 EW4911;                    North         East    Units  Estimated Accuracy
 EW4911;SPC CA 5     -   598,590.    1,943,320.      MT  (+/- 180 meters Scaled)
 EW4911
 EW4911                          SUPERSEDED SURVEY CONTROL
 EW4911
 EW4911  NGVD 29 (??/??/92)  417.011  (m)         1368.14   (f) ADJ UNCH    1 1
 EW4911
 EW4911.Superseded values are not recommended for survey control.
 EW4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4911.See file dsdata.txt to determine how the superseded data were derived.
 EW4911
 EW4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU514062(NAD 83)
 EW4911_MARKER: P = PIPE CAP
 EW4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4911_STAMPING: 206-10 1966 5869
 EW4911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4911+STABILITY: SURFACE MOTION
 EW4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4911+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 EW4911
 EW4911  HISTORY     - Date     Condition        Report By
 EW4911  HISTORY     - 1966     MONUMENTED       CA-037
 EW4911  HISTORY     - 1967     GOOD             CA-037
 EW4911  HISTORY     - 20040626 GOOD             LACDPW
 EW4911
 EW4911                          STATION DESCRIPTION
 EW4911
 EW4911'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4911'3.8 MI SSW FROM CASTAIC JCT.
 EW4911'POTRERO CANYON ROAD, 1.05 MILES NORTHWEST OF PICO CANYON ROAD
 EW4911'AT NORTHEAST CORNER OF INTERSECTION OF OIL FIELD CROSSROADS
 EW4911'NORTH OF A FENCE AND CATTLE GUARD, 40 FEET EAST OF CENTER OF
 EW4911'POTRERO CANYON ROAD, 5.3 FEET NORTHWEST OF TELEPHONE POLE NO.
 EW4911'510302H.  SET IN TOP OF A 7 INCH DIAMETER CONCRETE POST UP
 EW4911'4 INCHES.
 EW4911
 EW4911                          STATION RECOVERY (1967)
 EW4911
 EW4911'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4911'RECOVERED IN GOOD CONDITION.
 EW4911
 EW4911                          STATION RECOVERY (2004)
 EW4911
 EW4911'RECOVERY NOTE BY LOS ANGELES  DPW 2004 (JAR)
 EW4911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4910 ***********************************************************************
 EW4910  DESIGNATION -  206 11 LA CO
 EW4910  PID         -  EW4910
 EW4910  STATE/COUNTY-  CA/LOS ANGELES
 EW4910  USGS QUAD   -  NEWHALL (1995)
 EW4910
 EW4910                         *CURRENT SURVEY CONTROL
 EW4910  ___________________________________________________________________
 EW4910* NAD 83(1986)-  34 23 18.     (N)    118 37 11.     (W)     SCALED    
 EW4910* NAVD 88     -       404.20   (+/-2cm)    1326.1    (feet)  VERTCON   
 EW4910  ___________________________________________________________________
 EW4910  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW4910  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4910
 EW4910.The horizontal coordinates were scaled from a topographic map and have
 EW4910.an estimated accuracy of +/- 6 seconds.
 EW4910
 EW4910.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4910.The vertical order pertains to the NGVD 29 superseded value.
 EW4910
 EW4910.The geoid height was determined by GEOID03.
 EW4910
 EW4910;                    North         East    Units  Estimated Accuracy
 EW4910;SPC CA 5     -   598,710.    1,943,010.      MT  (+/- 180 meters Scaled)
 EW4910
 EW4910                          SUPERSEDED SURVEY CONTROL
 EW4910
 EW4910  NGVD 29 (??/??/92)  403.371  (m)         1323.39   (f) ADJ UNCH    1 1
 EW4910
 EW4910.Superseded values are not recommended for survey control.
 EW4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4910.See file dsdata.txt to determine how the superseded data were derived.
 EW4910
 EW4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU510064(NAD 83)
 EW4910_MARKER: P = PIPE CAP
 EW4910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW4910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW4910_STAMPING: BM 206-11 1966 5869
 EW4910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4910
 EW4910  HISTORY     - Date     Condition        Report By
 EW4910  HISTORY     - 1966     MONUMENTED       CA-037
 EW4910  HISTORY     - 1967     GOOD             CA-037
 EW4910
 EW4910                          STATION DESCRIPTION
 EW4910
 EW4910'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4910'3.7 MI SSW FROM CASTAIC JCT.
 EW4910'POTRERO CANYON ROAD 1.25 MILES NORTH OF PICO CANYON ROAD, 66
 EW4910'FEET WEST OF TELEPHONE POLE NO. 510306H, 46 FEET SOUTHWEST OF
 EW4910'CENTER OF POTRERO CANYON ROAD, AT SUNRAY DX OIL CO. R.S.F. LEASE
 EW4910'OIL WELL NO. 42-2.  SET IN CONCRETE IN A 4 INCH STEEL PIPE,
 EW4910'FLUSH, IN NORTH CORNER OF CONCRETE PIT SURROUNDING WELL HEAD.
 EW4910
 EW4910                          STATION RECOVERY (1967)
 EW4910
 EW4910'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4909 ***********************************************************************
 EW4909  DESIGNATION -  206 12 LA CO
 EW4909  PID         -  EW4909
 EW4909  STATE/COUNTY-  CA/LOS ANGELES
 EW4909  USGS QUAD   -  NEWHALL (1995)
 EW4909
 EW4909                         *CURRENT SURVEY CONTROL
 EW4909  ___________________________________________________________________
 EW4909* NAD 83(1986)-  34 23 34.     (N)    118 37 27.     (W)     SCALED    
 EW4909* NAVD 88     -       385.14   (+/-2cm)    1263.6    (feet)  VERTCON   
 EW4909  ___________________________________________________________________
 EW4909  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW4909  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4909
 EW4909.The horizontal coordinates were scaled from a topographic map and have
 EW4909.an estimated accuracy of +/- 6 seconds.
 EW4909
 EW4909.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4909.The vertical order pertains to the NGVD 29 superseded value.
 EW4909
 EW4909.The geoid height was determined by GEOID03.
 EW4909
 EW4909;                    North         East    Units  Estimated Accuracy
 EW4909;SPC CA 5     -   599,210.    1,942,610.      MT  (+/- 180 meters Scaled)
 EW4909
 EW4909                          SUPERSEDED SURVEY CONTROL
 EW4909
 EW4909  NGVD 29 (??/??/92)  384.318  (m)         1260.88   (f) ADJ UNCH    1 1
 EW4909
 EW4909.Superseded values are not recommended for survey control.
 EW4909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4909.See file dsdata.txt to determine how the superseded data were derived.
 EW4909
 EW4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU506069(NAD 83)
 EW4909_MARKER: P = PIPE CAP
 EW4909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4909_STAMPING: BM 206-12 1966 5869
 EW4909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4909+STABILITY: SURFACE MOTION
 EW4909
 EW4909  HISTORY     - Date     Condition        Report By
 EW4909  HISTORY     - 1966     MONUMENTED       CA-037
 EW4909  HISTORY     - 1967     GOOD             CA-037
 EW4909
 EW4909                          STATION DESCRIPTION
 EW4909
 EW4909'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4909'3.4 MI SSW FROM CASTAIC JCT.
 EW4909'POTRERO CANYON ROAD, 3.6 MILES SOUTHEAST OF SAUGUS-VENTURA
 EW4909'ROAD, 0.1 MILE NORTHWEST OF SUNRAY DX OIL CO. NEWHALL-POTRERO
 EW4909'FIELD OFFICE (HOUSE NO. 26835 POTRERO CANYON ROAD) 44 FEET WEST
 EW4909'OF CENTER OF POTRERO CANYON ROAD, 2.3 FEET EAST OF NORTHWEST
 EW4909'CORNER OF CABLE FENCE AROUND SUNRAY DX OIL CO. STATION 3A
 EW4909'INSTALLATION.  SET IN TOP OF A 7 INCH DIAMETER CONCRETE POST
 EW4909'UP 6 INCHES.
 EW4909
 EW4909                          STATION RECOVERY (1967)
 EW4909
 EW4909'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4684 ***********************************************************************
 EW4684  DESIGNATION -  206 13 LA CO
 EW4684  PID         -  EW4684
 EW4684  STATE/COUNTY-  CA/LOS ANGELES
 EW4684  USGS QUAD   -  VAL VERDE (1991)
 EW4684
 EW4684                         *CURRENT SURVEY CONTROL
 EW4684  ___________________________________________________________________
 EW4684* NAD 83(1986)-  34 23 40.     (N)    118 37 50.     (W)     SCALED    
 EW4684* NAVD 88     -       368.63   (+/-2cm)    1209.4    (feet)  VERTCON   
 EW4684  ___________________________________________________________________
 EW4684  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW4684  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4684
 EW4684.The horizontal coordinates were scaled from a topographic map and have
 EW4684.an estimated accuracy of +/- 6 seconds.
 EW4684
 EW4684.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4684.The vertical order pertains to the NGVD 29 superseded value.
 EW4684
 EW4684.The geoid height was determined by GEOID03.
 EW4684
 EW4684;                    North         East    Units  Estimated Accuracy
 EW4684;SPC CA 5     -   599,400.    1,942,020.      MT  (+/- 180 meters Scaled)
 EW4684
 EW4684                          SUPERSEDED SURVEY CONTROL
 EW4684
 EW4684  NGVD 29 (??/??/92)  367.820  (m)         1206.76   (f) ADJ UNCH    1 1
 EW4684
 EW4684.Superseded values are not recommended for survey control.
 EW4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4684.See file dsdata.txt to determine how the superseded data were derived.
 EW4684
 EW4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU501070(NAD 83)
 EW4684_MARKER: DD = SURVEY DISK
 EW4684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4684_STAMPING: BM 206-13 1966 5869
 EW4684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4684+STABILITY: SURFACE MOTION
 EW4684
 EW4684  HISTORY     - Date     Condition        Report By
 EW4684  HISTORY     - 1966     MONUMENTED       CA-037
 EW4684  HISTORY     - 1967     GOOD             CA-037
 EW4684
 EW4684                          STATION DESCRIPTION
 EW4684
 EW4684'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4684'3.5 MI SSW FROM CASTAIC JCT.
 EW4684'POTRERO CANYON ROAD, 3.2 MILES SOUTH OF SAUGUS-VENTURA ROAD,
 EW4684'0.5 MILE NORTHWEST OF SUNRAY DX OIL CO. FIELD OFFICE, 56 FEET
 EW4684'SOUTH OF CENTER OF POTRERO CANYON ROAD, 20 FEET EAST OF CENTER
 EW4684'OF OIL FIELD CROSSROAD, AT JUNCTION OF POWER POLE LINES, 4 FEET
 EW4684'SOUTH OF TELEPHONE AND POWER POLE.  SET IN TOP OF 7 INCH DIAMETER
 EW4684'CONCRETE POST UP 2 INCHES.
 EW4684
 EW4684                          STATION RECOVERY (1967)
 EW4684
 EW4684'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4685 ***********************************************************************
 EW4685  DESIGNATION -  206 14 LA CO
 EW4685  PID         -  EW4685
 EW4685  STATE/COUNTY-  CA/LOS ANGELES
 EW4685  USGS QUAD   -  VAL VERDE (1991)
 EW4685
 EW4685                         *CURRENT SURVEY CONTROL
 EW4685  ___________________________________________________________________
 EW4685* NAD 83(1986)-  34 23 49.     (N)    118 38 22.     (W)     SCALED    
 EW4685* NAVD 88     -       349.05   (+/-2cm)    1145.2    (feet)  VERTCON   
 EW4685  ___________________________________________________________________
 EW4685  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW4685  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4685
 EW4685.The horizontal coordinates were scaled from a topographic map and have
 EW4685.an estimated accuracy of +/- 6 seconds.
 EW4685
 EW4685.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4685.The vertical order pertains to the NGVD 29 superseded value.
 EW4685
 EW4685.The geoid height was determined by GEOID03.
 EW4685
 EW4685;                    North         East    Units  Estimated Accuracy
 EW4685;SPC CA 5     -   599,680.    1,941,210.      MT  (+/- 180 meters Scaled)
 EW4685
 EW4685                          SUPERSEDED SURVEY CONTROL
 EW4685
 EW4685  NGVD 29 (??/??/92)  348.238  (m)         1142.51   (f) ADJ UNCH    1 1
 EW4685
 EW4685.Superseded values are not recommended for survey control.
 EW4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4685.See file dsdata.txt to determine how the superseded data were derived.
 EW4685
 EW4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU493073(NAD 83)
 EW4685_MARKER: P = PIPE CAP
 EW4685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4685_STAMPING: BM 206-14 1966 5869
 EW4685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4685+STABILITY: SURFACE MOTION
 EW4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4685+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 EW4685
 EW4685  HISTORY     - Date     Condition        Report By
 EW4685  HISTORY     - 1966     MONUMENTED       CA-037
 EW4685  HISTORY     - 1967     GOOD             CA-037
 EW4685  HISTORY     - 20040601 GOOD             CA-037
 EW4685  HISTORY     - 20040626 GOOD             LACDPW
 EW4685
 EW4685                          STATION DESCRIPTION
 EW4685
 EW4685'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4685'3.5 MI SW FROM CASTAIC JCT.
 EW4685'POTRERO CANYON ROAD, 2.65 MILES SOUTHEAST OF SAUGUS-VENTURA
 EW4685'ROAD, 147 FEET WEST OF SOUTHERLY PRODUCTION OF WEST SIDE OF
 EW4685'SUNRAY DX 0IL CO. GAS LABORATORY BUILDING, 38 FEET SOUTH OF
 EW4685'CENTER OF POTRERO CANYON ROAD, 4 FEET EAST OF A POWER POLE.
 EW4685'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST UP 6 INCHES.
 EW4685
 EW4685                          STATION RECOVERY (1967)
 EW4685
 EW4685'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4685'RECOVERED IN GOOD CONDITION.
 EW4685
 EW4685                          STATION RECOVERY (2004)
 EW4685
 EW4685'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 2004 (JAR)
 EW4685'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EW4685
 EW4685                          STATION RECOVERY (2004)
 EW4685
 EW4685'RECOVERY NOTE BY LOS ANGELES  DPW 2004 (JAR)
 EW4685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4686 ***********************************************************************
 EW4686  DESIGNATION -  206 15 LA CO
 EW4686  PID         -  EW4686
 EW4686  STATE/COUNTY-  CA/LOS ANGELES
 EW4686  USGS QUAD   -  VAL VERDE (1991)
 EW4686
 EW4686                         *CURRENT SURVEY CONTROL
 EW4686  ___________________________________________________________________
 EW4686* NAD 83(1986)-  34 23 46.     (N)    118 38 46.     (W)     SCALED    
 EW4686* NAVD 88     -       334.90   (+/-2cm)    1098.8    (feet)  VERTCON   
 EW4686  ___________________________________________________________________
 EW4686  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW4686  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4686
 EW4686.The horizontal coordinates were scaled from a topographic map and have
 EW4686.an estimated accuracy of +/- 6 seconds.
 EW4686
 EW4686.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4686.The vertical order pertains to the NGVD 29 superseded value.
 EW4686
 EW4686.The geoid height was determined by GEOID03.
 EW4686
 EW4686;                    North         East    Units  Estimated Accuracy
 EW4686;SPC CA 5     -   599,590.    1,940,590.      MT  (+/- 180 meters Scaled)
 EW4686
 EW4686                          SUPERSEDED SURVEY CONTROL
 EW4686
 EW4686  NGVD 29 (??/??/92)  334.090  (m)         1096.09   (f) ADJ UNCH    1 1
 EW4686
 EW4686.Superseded values are not recommended for survey control.
 EW4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4686.See file dsdata.txt to determine how the superseded data were derived.
 EW4686
 EW4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU486073(NAD 83)
 EW4686_MARKER: P = PIPE CAP
 EW4686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4686_STAMPING: BM 206-15 1966 5869
 EW4686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4686+STABILITY: SURFACE MOTION
 EW4686
 EW4686  HISTORY     - Date     Condition        Report By
 EW4686  HISTORY     - 1966     MONUMENTED       CA-037
 EW4686  HISTORY     - 1967     GOOD             CA-037
 EW4686
 EW4686                          STATION DESCRIPTION
 EW4686
 EW4686'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4686'3.8 MI SW FROM CASTAIC JCT.
 EW4686'POTRERO CANYON ROAD, 2.25 MILES SOUTHERLY OF SAUGUS-VENTURA
 EW4686'ROAD, 24 FEET SOUTH OF CENTER OF POTRERO CANYON ROAD, 5 FEET
 EW4686'WEST OF SECOND POWER POLE WEST OF TRANSFORMER POLES AT SOUTHWEST
 EW4686'CORNER OF SUNRAY DX OIL CO. REFINERY AREA.  SET IN TOP OF 12
 EW4686'INCH SQUARE CONCRETE POST UP 6 INCHES.
 EW4686
 EW4686                          STATION RECOVERY (1967)
 EW4686
 EW4686'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4687 ***********************************************************************
 EW4687  DESIGNATION -  206 16 LA CO
 EW4687  PID         -  EW4687
 EW4687  STATE/COUNTY-  CA/LOS ANGELES
 EW4687  USGS QUAD   -  VAL VERDE (1991)
 EW4687
 EW4687                         *CURRENT SURVEY CONTROL
 EW4687  ___________________________________________________________________
 EW4687* NAD 83(1986)-  34 23 42.     (N)    118 39 18.     (W)     SCALED    
 EW4687* NAVD 88     -       319.24   (+/-2cm)    1047.4    (feet)  VERTCON   
 EW4687  ___________________________________________________________________
 EW4687  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW4687  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4687
 EW4687.The horizontal coordinates were scaled from a topographic map and have
 EW4687.an estimated accuracy of +/- 6 seconds.
 EW4687
 EW4687.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4687.The vertical order pertains to the NGVD 29 superseded value.
 EW4687
 EW4687.The geoid height was determined by GEOID03.
 EW4687
 EW4687;                    North         East    Units  Estimated Accuracy
 EW4687;SPC CA 5     -   599,470.    1,939,770.      MT  (+/- 180 meters Scaled)
 EW4687
 EW4687                          SUPERSEDED SURVEY CONTROL
 EW4687
 EW4687  NGVD 29 (??/??/92)  318.433  (m)         1044.73   (f) ADJ UNCH    1 1
 EW4687
 EW4687.Superseded values are not recommended for survey control.
 EW4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4687.See file dsdata.txt to determine how the superseded data were derived.
 EW4687
 EW4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU478071(NAD 83)
 EW4687_MARKER: P = PIPE CAP
 EW4687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4687_STAMPING: BM 206-16 1966 5869
 EW4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4687+STABILITY: SURFACE MOTION
 EW4687
 EW4687  HISTORY     - Date     Condition        Report By
 EW4687  HISTORY     - 1966     MONUMENTED       CA-037
 EW4687  HISTORY     - 1967     GOOD             CA-037
 EW4687
 EW4687                          STATION DESCRIPTION
 EW4687
 EW4687'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4687'4.2 MI SW FROM CASTAIC JCT.
 EW4687'POTRERO CANYON ROAD, 1.7 MILES SOUTHEAST OF SAUGUS-VENTURA
 EW4687'ROAD, 46 FEET NORTH OF NORTHEAST CORNER OF A HAY SHED, 24.7
 EW4687'FEET WEST OF FENCE CORNER AND CATTLE GUARD, 27 FEET NORTH OF
 EW4687'CENTER OF POTRERO CANYON ROAD, 4.5 FEET WEST OF POWER POLE NO.
 EW4687'507531E.  SET IN TOP OF 12 INCH SQUARE CONCRETE POST UP 6 INCHES.
 EW4687
 EW4687                          STATION RECOVERY (1967)
 EW4687
 EW4687'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4688 ***********************************************************************
 EW4688  DESIGNATION -  206 17 LA CO
 EW4688  PID         -  EW4688
 EW4688  STATE/COUNTY-  CA/LOS ANGELES
 EW4688  USGS QUAD   -  VAL VERDE (1991)
 EW4688
 EW4688                         *CURRENT SURVEY CONTROL
 EW4688  ___________________________________________________________________
 EW4688* NAD 83(1986)-  34 23 44.     (N)    118 39 47.     (W)     SCALED    
 EW4688* NAVD 88     -       305.91   (+/-2cm)    1003.6    (feet)  VERTCON   
 EW4688  ___________________________________________________________________
 EW4688  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW4688  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4688
 EW4688.The horizontal coordinates were scaled from a topographic map and have
 EW4688.an estimated accuracy of +/- 6 seconds.
 EW4688
 EW4688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4688.The vertical order pertains to the NGVD 29 superseded value.
 EW4688
 EW4688.The geoid height was determined by GEOID03.
 EW4688
 EW4688;                    North         East    Units  Estimated Accuracy
 EW4688;SPC CA 5     -   599,540.    1,939,030.      MT  (+/- 180 meters Scaled)
 EW4688
 EW4688                          SUPERSEDED SURVEY CONTROL
 EW4688
 EW4688  NGVD 29 (??/??/92)  305.110  (m)         1001.02   (f) ADJ UNCH    1 1
 EW4688
 EW4688.Superseded values are not recommended for survey control.
 EW4688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4688.See file dsdata.txt to determine how the superseded data were derived.
 EW4688
 EW4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU471072(NAD 83)
 EW4688_MARKER: P = PIPE CAP
 EW4688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4688_STAMPING: BM 206-17 1966 5869
 EW4688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4688+STABILITY: SURFACE MOTION
 EW4688
 EW4688  HISTORY     - Date     Condition        Report By
 EW4688  HISTORY     - 1966     MONUMENTED       CA-037
 EW4688  HISTORY     - 1967     GOOD             CA-037
 EW4688
 EW4688                          STATION DESCRIPTION
 EW4688
 EW4688'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4688'4.5 MI SW FROM CASTAIC JCT.
 EW4688'POTRERO CANYON ROAD, 1.25 MILES SOUTHEAST OF SAUGUS-VENTURA
 EW4688'ROAD, 0.5 MILE WEST OF RANCH BUILDING 80 FEET EAST OF A DIRT
 EW4688'ROAD TO THE NORTH, 41 FEET NORTH OF CENTER OF POTRERO CANYON ROAD,
 EW4688'4.4 FEET WEST OF POWER POLE NO. 507523E.  SET IN TOP OF 12
 EW4688'INCH SQUARE CONCRETE POST UP 6 INCHES.
 EW4688
 EW4688                          STATION RECOVERY (1967)
 EW4688
 EW4688'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4689 ***********************************************************************
 EW4689  DESIGNATION -  206 18 LA CO
 EW4689  PID         -  EW4689
 EW4689  STATE/COUNTY-  CA/LOS ANGELES
 EW4689  USGS QUAD   -  VAL VERDE (1991)
 EW4689
 EW4689                         *CURRENT SURVEY CONTROL
 EW4689  ___________________________________________________________________
 EW4689* NAD 83(1986)-  34 23 53.     (N)    118 40 12.     (W)     SCALED    
 EW4689* NAVD 88     -       291.52   (+/-2cm)     956.4    (feet)  VERTCON   
 EW4689  ___________________________________________________________________
 EW4689  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW4689  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4689
 EW4689.The horizontal coordinates were scaled from a topographic map and have
 EW4689.an estimated accuracy of +/- 6 seconds.
 EW4689
 EW4689.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4689.The vertical order pertains to the NGVD 29 superseded value.
 EW4689
 EW4689.The geoid height was determined by GEOID03.
 EW4689
 EW4689;                    North         East    Units  Estimated Accuracy
 EW4689;SPC CA 5     -   599,820.    1,938,400.      MT  (+/- 180 meters Scaled)
 EW4689
 EW4689                          SUPERSEDED SURVEY CONTROL
 EW4689
 EW4689  NGVD 29 (??/??/92)  290.719  (m)          953.80   (f) ADJ UNCH    1 1
 EW4689
 EW4689.Superseded values are not recommended for survey control.
 EW4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4689.See file dsdata.txt to determine how the superseded data were derived.
 EW4689
 EW4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU464075(NAD 83)
 EW4689_MARKER: P = PIPE CAP
 EW4689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4689_STAMPING: BM 206-18 1966 5869
 EW4689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4689+STABILITY: SURFACE MOTION
 EW4689
 EW4689  HISTORY     - Date     Condition        Report By
 EW4689  HISTORY     - 1966     MONUMENTED       CA-037
 EW4689  HISTORY     - 1967     GOOD             CA-037
 EW4689
 EW4689                          STATION DESCRIPTION
 EW4689
 EW4689'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4689'4.6 MI SW FROM CASTAIC JCT.
 EW4689'POTRERO CANYON ROAD, 0.8 MILE SOUTH OF SAUGUS-VENTURA ROAD AT
 EW4689'SALT CREEK ROAD, 207 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 507515E,
 EW4689'44 FEET NORTH OF CENTER OF SALT CREEK ROAD, 30 FEET WEST OF
 EW4689'CENTER OF POTRERO CANYON ROAD, 2.5 FEET WEST OF ROAD SIGN POST.
 EW4689'SET IN TOP OF 12 INCH SQUARE CONCRETE POST UP 6 INCHES.
 EW4689
 EW4689                          STATION RECOVERY (1967)
 EW4689
 EW4689'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4690 ***********************************************************************
 EW4690  DESIGNATION -  206 19 A LA CO
 EW4690  PID         -  EW4690
 EW4690  STATE/COUNTY-  CA/LOS ANGELES
 EW4690  USGS QUAD   -  VAL VERDE (1991)
 EW4690
 EW4690                         *CURRENT SURVEY CONTROL
 EW4690  ___________________________________________________________________
 EW4690* NAD 83(1986)-  34 24 07.     (N)    118 40 21.     (W)     SCALED    
 EW4690* NAVD 88     -       267.05   (+/-2cm)     876.1    (feet)  VERTCON   
 EW4690  ___________________________________________________________________
 EW4690  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW4690  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4690
 EW4690.The horizontal coordinates were scaled from a topographic map and have
 EW4690.an estimated accuracy of +/- 6 seconds.
 EW4690
 EW4690.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4690.The vertical order pertains to the NGVD 29 superseded value.
 EW4690
 EW4690.The geoid height was determined by GEOID03.
 EW4690
 EW4690;                    North         East    Units  Estimated Accuracy
 EW4690;SPC CA 5     -   600,260.    1,938,170.      MT  (+/- 180 meters Scaled)
 EW4690
 EW4690                          SUPERSEDED SURVEY CONTROL
 EW4690
 EW4690  NGVD 29 (??/??/92)  266.250  (m)          873.52   (f) ADJ UNCH    1 1
 EW4690
 EW4690.Superseded values are not recommended for survey control.
 EW4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4690.See file dsdata.txt to determine how the superseded data were derived.
 EW4690
 EW4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU462079(NAD 83)
 EW4690_MARKER: DD = SURVEY DISK
 EW4690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4690_STAMPING: BM 206-19 A 1971 RE 5869
 EW4690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4690+STABILITY: SURFACE MOTION
 EW4690
 EW4690  HISTORY     - Date     Condition        Report By
 EW4690  HISTORY     - 1971     MONUMENTED       CA-037
 EW4690
 EW4690                          STATION DESCRIPTION
 EW4690
 EW4690'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4690'4.6 MI SW FROM CASTAIC JNCT.
 EW4690'POTRERO CANYON ROAD (PRIVATE) 0.5 MI S OF SAUGUS-VENTURA ROAD
 EW4690'ON SOUTH SIDE OF SANTA CLARA RIVER, APPROXIMATELY 18.0 FT EAST
 EW4690'OF APPROXIMATE CENTERLINE OF POTRERO CANYON ROAD, 4 FEET EAST
 EW4690'OF PP 1848311E, 6 FEET W OF PP 1848312E, IN THE TOP OF A 7
 EW4690'INCH CONCRETE POST APPROXIMATELY 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4660 ***********************************************************************
 EW4660  DESIGNATION -  206 20 A
 EW4660  PID         -  EW4660
 EW4660  STATE/COUNTY-  CA/LOS ANGELES
 EW4660  USGS QUAD   -  VAL VERDE (1991)
 EW4660
 EW4660                         *CURRENT SURVEY CONTROL
 EW4660  ___________________________________________________________________
 EW4660* NAD 83(1986)-  34 24 31.     (N)    118 40 34.     (W)     SCALED    
 EW4660* NAVD 88     -       268.786  (meters)     881.84   (feet)  ADJUSTED  
 EW4660  ___________________________________________________________________
 EW4660  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EW4660  DYNAMIC HT  -         268.491 (meters)     880.87  (feet)  COMP
 EW4660  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 EW4660  OBS GRAVITY -     979,531.9   (mgal)                       GRAV_OBS
 EW4660
 EW4660  VERT ORDER  -  FIRST     CLASS I
 EW4660
 EW4660.The horizontal coordinates were scaled from a topographic map and have
 EW4660.an estimated accuracy of +/- 6 seconds.
 EW4660
 EW4660.The orthometric height was determined by differential leveling
 EW4660.and adjusted in June 1995.
 EW4660.WARNING-Repeat measurements at this control monument indicate possible
 EW4660.vertical movement.
 EW4660
 EW4660.The geoid height was determined by GEOID03.
 EW4660
 EW4660.The dynamic height is computed by dividing the NAVD 88
 EW4660.geopotential number by the normal gravity value computed on the
 EW4660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4660.degrees latitude (g = 980.6199 gals.).
 EW4660
 EW4660.The modeled gravity was interpolated from observed gravity values.
 EW4660.The observed gravity was obtained from relative gravimeter ties
 EW4660.to the IGSN71 gravity network.
 EW4660
 EW4660;                    North         East    Units  Estimated Accuracy
 EW4660;SPC CA 5     -   601,000.    1,937,840.      MT  (+/- 180 meters Scaled)
 EW4660
 EW4660                          SUPERSEDED SURVEY CONTROL
 EW4660
 EW4660  NAVD 88 (06/15/91)  268.748  (m)          881.72   (f) UNKNOWN     1 1
 EW4660  NGVD 29 (??/??/92)  268.022  (m)          879.34   (f) ADJ UNCH    1 1
 EW4660
 EW4660.Superseded values are not recommended for survey control.
 EW4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4660.See file dsdata.txt to determine how the superseded data were derived.
 EW4660
 EW4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU459087(NAD 83)
 EW4660_MARKER: DD = SURVEY DISK
 EW4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4660_SP_SET: CONCRETE POST
 EW4660_STAMPING: 206-20A 1971 5869
 EW4660_MARK LOGO: CA-037
 EW4660_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4660+STABILITY: SURFACE MOTION
 EW4660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4660+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4660
 EW4660  HISTORY     - Date     Condition        Report By
 EW4660  HISTORY     - 1971     MONUMENTED       CA-037
 EW4660  HISTORY     - 1971     GOOD             NGS
 EW4660  HISTORY     - 1971     GOOD             CA-037
 EW4660  HISTORY     - 1973     GOOD             CA-037
 EW4660  HISTORY     - 1977     GOOD             NGS
 EW4660  HISTORY     - 19890511 GOOD             NGS
 EW4660  HISTORY     - 19940705 GOOD             NGS
 EW4660
 EW4660                          STATION DESCRIPTION
 EW4660
 EW4660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4660'4.2 MI SW FROM CASTAIC JUNCTION.
 EW4660'4.25 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4660'FIRE STATION AT CASTAIC JUNCTION, 12 POLES SOUTHWEST OF MILE
 EW4660'POLE 440, 5 POLES SOUTHWEST OF MAYO SIDING SIGN, AT A PRIVATE
 EW4660'ROAD CROSSING LEADING SOUTHEAST ACROSS THE RIVER, 44.1 FEET
 EW4660'SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET NORTHEAST OF THE CENTER
 EW4660'LINE OF THE ROAD, 17 1/2 FEET WEST OF THE WEST CORNER OF A
 EW4660'CYCLONE FENCE, 17 1/2 FEET WEST OF THE NORTHWEST END OF A GATE,
 EW4660'65.6 FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTH CORNER
 EW4660'OF A SMALL CORRUGATED BUILDING, 3 FEET SOUTHEAST OF A TELEPHONE
 EW4660'POLE, 3 FEET NORTHWEST OF A VERTICAL RAIL SECTION PROJECTING
 EW4660'1 1/2 FEET, 2.1 FEET SOUTHWEST OF A WITNESS POST, 2.9 FEET
 EW4660'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN
 EW4660'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 EW4660
 EW4660                          STATION RECOVERY (1971)
 EW4660
 EW4660'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4660'RECOVERED IN GOOD CONDITION.
 EW4660
 EW4660                          STATION RECOVERY (1973)
 EW4660
 EW4660'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4660'SAUGUS VENTURA ROAD (STATE ROUTE 126) 4.3 MILES WEST FROM CASTAIC
 EW4660'JUNCTION (AT INTERSTATE 5) NEAR HOUSE NO. 30800 (CORRUGATED ALUMINUM
 EW4660'COVERED BUILDING) POTRERO CANYON ROAD, 122.0 FEET SOUTH FROM THE
 EW4660'APPROXIMATE CENTERLINE OF STATE ROUTE 126, 44.5 FEET SOUTH FROM THE
 EW4660'SOUTH RAIL OF THE SANTA PAULA BRANCH OF THE S.P.R.R., 66.1 FEET
 EW4660'NORTHEASTERLY FROM THE NORTHEASTERLY CORNER OF HOUSE NO. 30800, 17.0
 EW4660'FEET NORTHWESTERLY FROM A 6-INCH PIPE WHICH IS THE NORTHEASTERLY
 EW4660'CORNER OF A 6-FOOT CHAIN LINK ENCLOSURE AROUND THE MAYO SIDING OF THE
 EW4660'S.P.R.R. 3.2 FEET FROM A TELEGRAPH POLE (NO NUMBER), 45.3 FEET NORTH
 EW4660'FROM P.P. NO. 184890E, UP 6 INCHES ABOVE THE GROUND AND IN A 12-INCH
 EW4660'BY 12-INCH CONCRETE PAD, 3 FEET WEST AND 3 FEET EAST OF MARKER PIPES.
 EW4660
 EW4660                          STATION RECOVERY (1977)
 EW4660
 EW4660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4660'OMIT- 17.5 FT. WEST OF THE WEST CORNER OF A CYCLONE FENCE, 65.6 FT.
 EW4660'NORTHEAST AND ACROSS ROAD FROM THE NORTH CORNER OF A SMALL CORRUGATED
 EW4660'BUILDING.
 EW4660
 EW4660                          STATION RECOVERY (1989)
 EW4660
 EW4660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4660'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.4 KM
 EW4660'(4.60 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM THE JUNCTION OF OLD
 EW4660'ROAD IN CASTAIC JUNCTION, 1.6 KM (1.00 MI) EAST OF THE LOS
 EW4660'ANGELES-VENTURA COUNTY LINE, 39.0 M (128.0 FT) SOUTHEAST OF THE
 EW4660'CENTERLINE OF THE HIGHWAY, 19.6 M (64.3 FT) SOUTHWEST OF UTILITY POLE
 EW4660'NUMBER 2367831E WITH A GUY WIRE, 13.4 M (44.0 FT) NORTH OF THE WEST
 EW4660'LEG OF A DOUBLE UTILITY POLE, 9.3 M (30.5 FT) EAST OF THE CENTER OF A
 EW4660'FIELD ROAD, LEVEL WITH THE HIGHWAY, AND IN A CONCRETE POST THAT IS
 EW4660'FLUSH WITH THE GROUND SURFACE.
 EW4660
 EW4660                          STATION RECOVERY (1994)
 EW4660
 EW4660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4660'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4660'PIRU, THENCE 11.7 KM (7.25 MI) EASTERLY ALONG STATE HIGHWAY 126, 38.5
 EW4660'M (126.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT)
 EW4660'NORTH OF THE MOST WESTERLY OF 2 UTILITY POLES, 8.8 M (28.9 FT)
 EW4660'NORTHEAST OF THE CENTER OF A DIRT ROAD, 4.0 M (13.1 FT) NORTHEAST OF A
 EW4660'FENCE, 0.7 M (2.3 FT) SOUTHEAST OF A METAL PIPE PROJECTING 3-FEET, 0.5
 EW4660'M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 EW4660'WITH THE GROUND SURFACE.  NOTE--USE WITH CAUTION THE MONUMENT APPEARS
 EW4660'TO HAVE BEEN HIT AND IS LEANING, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4653 ***********************************************************************
 EW4653  DESIGNATION -  206 23 LA CO
 EW4653  PID         -  EW4653
 EW4653  STATE/COUNTY-  CA/LOS ANGELES
 EW4653  USGS QUAD   -  VAL VERDE (1991)
 EW4653
 EW4653                         *CURRENT SURVEY CONTROL
 EW4653  ___________________________________________________________________
 EW4653* NAD 83(1986)-  34 25 13.     (N)    118 39 23.     (W)     SCALED    
 EW4653* NAVD 88     -       283.93   (+/-2cm)     931.5    (feet)  VERTCON   
 EW4653  ___________________________________________________________________
 EW4653  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW4653  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4653
 EW4653.The horizontal coordinates were scaled from a topographic map and have
 EW4653.an estimated accuracy of +/- 6 seconds.
 EW4653
 EW4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4653.The vertical order pertains to the NGVD 29 superseded value.
 EW4653
 EW4653.The geoid height was determined by GEOID03.
 EW4653
 EW4653;                    North         East    Units  Estimated Accuracy
 EW4653;SPC CA 5     -   602,280.    1,939,660.      MT  (+/- 180 meters Scaled)
 EW4653
 EW4653                          SUPERSEDED SURVEY CONTROL
 EW4653
 EW4653  NGVD 29 (??/??/92)  283.128  (m)          928.90   (f) ADJ UNCH    1 1
 EW4653
 EW4653.Superseded values are not recommended for survey control.
 EW4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4653.See file dsdata.txt to determine how the superseded data were derived.
 EW4653
 EW4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU477100(NAD 83)
 EW4653_MARKER: N = NAIL
 EW4653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4653_SP_SET: BRIDGE
 EW4653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4653+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 EW4653
 EW4653  HISTORY     - Date     Condition        Report By
 EW4653  HISTORY     - UNK      MONUMENTED       CA-037
 EW4653  HISTORY     - 1968     GOOD             CA-037
 EW4653  HISTORY     - 1971     GOOD             CA-037
 EW4653  HISTORY     - 20060810 GOOD             GEOCAC
 EW4653
 EW4653                          STATION DESCRIPTION
 EW4653
 EW4653'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4653'3.3 MI SW FROM CASTAIC JUNCTION.
 EW4653'SANGUS-VENTURA RD AND CHIQUITO CANYON RD AT HIGHWAY STATION
 EW4653'161+75, 50 FT SOUTHEASTERLY OF CENTER OF SANGUS-VENTURA RD.
 EW4653'SET IN SE CORNER OF CONCRETE HEADWALL OF BRIDGE 53-92.
 EW4653
 EW4653                          STATION RECOVERY (1971)
 EW4653
 EW4653'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4653'RECOVERED IN GOOD CONDITION.
 EW4653
 EW4653                          STATION RECOVERY (2006)
 EW4653
 EW4653'RECOVERY NOTE BY GEOCACHING 2006 (JBC)
 EW4653'SAUGUS-VENTURA ROAD (1968) WAS DESIGNATED STATE HIGHWAY 126 IN THE
 EW4653'1970S.  SEVERAL ROAD WIDENING AND RE-ALIGNMENT PROJECTS SINCE THEN
 EW4653'HAVE MOVED THE HIGHWAY OFF THIS BRIDGE.  THE BRIDGE IS NOW ON
 EW4653'UNMAINTAINED 'WALNUT ORCHARD ROAD' JUST NORTH OF HIGHWAY 126, RUNNING
 EW4653'WEST FROM CHIQUITO CANYON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4977 ***********************************************************************
 EW4977  DESIGNATION -  206 30
 EW4977  PID         -  EW4977
 EW4977  STATE/COUNTY-  CA/LOS ANGELES
 EW4977  USGS QUAD   -  NEWHALL (1995)
 EW4977
 EW4977                         *CURRENT SURVEY CONTROL
 EW4977  ___________________________________________________________________
 EW4977* NAD 83(1986)-  34 26 02.     (N)    118 37 07.     (W)     SCALED    
 EW4977* NAVD 88     -       303.970  (meters)     997.27   (feet)  ADJUSTED  
 EW4977  ___________________________________________________________________
 EW4977  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 EW4977  DYNAMIC HT  -         303.632 (meters)     996.17  (feet)  COMP
 EW4977  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 EW4977
 EW4977  VERT ORDER  -  FIRST     CLASS I
 EW4977
 EW4977.The horizontal coordinates were scaled from a topographic map and have
 EW4977.an estimated accuracy of +/- 6 seconds.
 EW4977
 EW4977.The orthometric height was determined by differential leveling
 EW4977.and adjusted in June 1995.
 EW4977
 EW4977.The geoid height was determined by GEOID03.
 EW4977
 EW4977.The dynamic height is computed by dividing the NAVD 88
 EW4977.geopotential number by the normal gravity value computed on the
 EW4977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4977.degrees latitude (g = 980.6199 gals.).
 EW4977
 EW4977.The modeled gravity was interpolated from observed gravity values.
 EW4977
 EW4977;                    North         East    Units  Estimated Accuracy
 EW4977;SPC CA 5     -   603,770.    1,943,150.      MT  (+/- 180 meters Scaled)
 EW4977
 EW4977                          SUPERSEDED SURVEY CONTROL
 EW4977
 EW4977  NAVD 88 (06/15/91)  304.000  (m)          997.37   (f) UNKNOWN     1 1
 EW4977  NGVD 29 (??/??/92)  303.200  (m)          994.75   (f) ADJ UNCH    1 1
 EW4977
 EW4977.Superseded values are not recommended for survey control.
 EW4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4977.See file dsdata.txt to determine how the superseded data were derived.
 EW4977
 EW4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU512114(NAD 83)
 EW4977_MARKER: DD = SURVEY DISK
 EW4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4977_SP_SET: CONCRETE POST
 EW4977_STAMPING: BM 206-30 1966 5869
 EW4977_MARK LOGO: CA-037
 EW4977_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4977+STABILITY: SURFACE MOTION
 EW4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4977+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4977
 EW4977  HISTORY     - Date     Condition        Report By
 EW4977  HISTORY     - 1966     MONUMENTED       CA-037
 EW4977  HISTORY     - 1971     GOOD             NGS
 EW4977  HISTORY     - 1971     GOOD             CA-037
 EW4977  HISTORY     - 1977     GOOD             NGS
 EW4977  HISTORY     - 19890501 GOOD             NGS
 EW4977  HISTORY     - 19940705 GOOD             NGS
 EW4977
 EW4977                          STATION DESCRIPTION
 EW4977
 EW4977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4977'0.6 MI SW FROM CASTAIC JUNCTION.
 EW4977'0.55 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW4977'THE FIRE STATION AT CASTAIC JUNCTION, 1 1/4 POLES NORTHEAST
 EW4977'OF A POWER LINE CROSSING, AT THE JUNCTION OF AN ASPHALT ROAD
 EW4977'NORTH TO FLINTKOTE ROCK CO., 29.6 FEET SOUTHEAST OF THE
 EW4977'SOUTHEAST RAIL, 90 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 EW4977'OF THE ROAD, 56 FEET NORTHEAST OF TELEPHONE POLE, 20 FEET
 EW4977'SOUTHWEST OF THE SOUTHWEST ONE OF TWO BRACED WOODEN FENCE
 EW4977'POSTS, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW4977'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 EW4977
 EW4977                          STATION RECOVERY (1971)
 EW4977
 EW4977'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4977'RECOVERED IN GOOD CONDITION.
 EW4977
 EW4977                          STATION RECOVERY (1977)
 EW4977
 EW4977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4977'RECOVERED IN GOOD CONDITION.
 EW4977
 EW4977                          STATION RECOVERY (1989)
 EW4977
 EW4977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4977'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.3 KM
 EW4977'(0.80 MI) WESTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH OLD
 EW4977'ROAD IN CASTAIC JUNCTION, 0.4 KM (0.25 MI) EAST OF THE MAIN ENTRANCE
 EW4977'TO A CAMPGROUND, 59.4 M (194.9 FT) NORTHEAST OF A UTILITY POLE WITH 3
 EW4977'GUY WIRES AND A UTILITY LINE CROSSING THE HIGHWAY, 32.0 M (105.0 FT)
 EW4977'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHEAST
 EW4977'OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS 0.08 M (0.3 FT)
 EW4977'ABOVE THE GROUND SURFACE AND LEVEL WITH THE HIGHWAY
 EW4977
 EW4977                          STATION RECOVERY (1994)
 EW4977
 EW4977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4977'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4977'PIRU, THENCE 17.8 KM (11.05 MI) EASTERLY ALONG STATE HIGHWAY 126, 59.1
 EW4977'M (193.9 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY CABLES ATTACHED,
 EW4977'32.1 M (105.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT)
 EW4977'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS
 EW4977'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4975 ***********************************************************************
 EW4975  DESIGNATION -  206 31
 EW4975  PID         -  EW4975
 EW4975  STATE/COUNTY-  CA/LOS ANGELES
 EW4975  USGS QUAD   -  NEWHALL (1995)
 EW4975
 EW4975                         *CURRENT SURVEY CONTROL
 EW4975  ___________________________________________________________________
 EW4975* NAD 83(1986)-  34 26 21.     (N)    118 36 39.     (W)     SCALED    
 EW4975* NAVD 88     -       308.552  (meters)    1012.31   (feet)  ADJUSTED  
 EW4975  ___________________________________________________________________
 EW4975  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW4975  DYNAMIC HT  -         308.209 (meters)    1011.18  (feet)  COMP
 EW4975  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 EW4975
 EW4975  VERT ORDER  -  FIRST     CLASS I
 EW4975
 EW4975.The horizontal coordinates were scaled from a topographic map and have
 EW4975.an estimated accuracy of +/- 6 seconds.
 EW4975
 EW4975.The orthometric height was determined by differential leveling
 EW4975.and adjusted in June 1995.
 EW4975.WARNING-Repeat measurements at this control monument indicate possible
 EW4975.vertical movement.
 EW4975
 EW4975.The geoid height was determined by GEOID03.
 EW4975
 EW4975.The dynamic height is computed by dividing the NAVD 88
 EW4975.geopotential number by the normal gravity value computed on the
 EW4975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4975.degrees latitude (g = 980.6199 gals.).
 EW4975
 EW4975.The modeled gravity was interpolated from observed gravity values.
 EW4975
 EW4975;                    North         East    Units  Estimated Accuracy
 EW4975;SPC CA 5     -   604,350.    1,943,860.      MT  (+/- 180 meters Scaled)
 EW4975
 EW4975                          SUPERSEDED SURVEY CONTROL
 EW4975
 EW4975  NAVD 88 (06/15/91)  308.610  (m)         1012.50   (f) UNKNOWN     1 1
 EW4975  NGVD 29 (??/??/92)  307.806  (m)         1009.86   (f) ADJ UNCH    1 1
 EW4975
 EW4975.Superseded values are not recommended for survey control.
 EW4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4975.See file dsdata.txt to determine how the superseded data were derived.
 EW4975
 EW4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU520120(NAD 83)
 EW4975_MARKER: DD = SURVEY DISK
 EW4975_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4975+WITH SETTING: PAVEMENT
 EW4975_SP_SET: FLAG POLE FOOTING
 EW4975_STAMPING: BM 206-31 1966 5869
 EW4975_MARK LOGO: CA-037
 EW4975_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4975+STABILITY: SURFACE MOTION
 EW4975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4975+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EW4975
 EW4975  HISTORY     - Date     Condition        Report By
 EW4975  HISTORY     - 1966     MONUMENTED       CA-037
 EW4975  HISTORY     - 1971     GOOD             NGS
 EW4975  HISTORY     - 1971     GOOD             CA-037
 EW4975  HISTORY     - 1977     GOOD             NGS
 EW4975  HISTORY     - 19890501 GOOD             NGS
 EW4975  HISTORY     - 19940705 GOOD             NGS
 EW4975  HISTORY     - 20040314 GOOD             GEOCAC
 EW4975
 EW4975                          STATION DESCRIPTION
 EW4975
 EW4975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4975'AT CASTAIC JUNCTION.
 EW4975'AT CASTAIC JUNCTION, AT LOS ANGELES COUNTY FIRE STATION NO. 76
 EW4975'AT 27223 SAUGUS-VENTURA ROAD, IN THE TOP OF THE EAST CORNER
 EW4975'OF A 1 1/2 X 1 1/2-FOOT CONCRETE FOUNDATION FOR FLAG POLE,
 EW4975'25.5 FEET NORTHWEST OF THE NORTHWEST CURB OF SAUGUS-VENTURA
 EW4975'ROAD, 20.3 FEET SOUTH OF THE EAST CORNER OF THE FIRE STATION
 EW4975'BUILDING, 0.6 FOOT EAST OF THE FLAG POLE AND ABOUT 1/2 FOOT
 EW4975'HIGHER THAN CONCRETE WALK.
 EW4975
 EW4975                          STATION RECOVERY (1971)
 EW4975
 EW4975'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4975'RECOVERED IN GOOD CONDITION.
 EW4975
 EW4975                          STATION RECOVERY (1977)
 EW4975
 EW4975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4975'RECOVERED IN GOOD CONDITION.
 EW4975
 EW4975                          STATION RECOVERY (1989)
 EW4975
 EW4975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4975'RECOVERED IN GOOD CONDITION.
 EW4975
 EW4975                          STATION RECOVERY (1994)
 EW4975
 EW4975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4975'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4975'PIRU, THENCE 18.6 KM (11.55 MI) EASTERLY ALONG STATE HIGHWAY 126,
 EW4975'THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE CASTAIC JUNCTION OFF-RAMP,
 EW4975'THENCE 0.1 KM (0.05 MI) WESTERLY ALONG HENRY MAYO DRIVE, NEAR THE EAST
 EW4975'CORNER OF THE CONCRETE FOOTING FOR A FLAG POLE AT LOS ANGELES COUNTY
 EW4975'FIRE STATION NUMBER 76, 19.6 M (64.3 FT) NORTHWEST OF THE CENTER OF
 EW4975'THE WESTBOUND LANES OF THE DRIVE, 4.0 M (13.1 FT) SOUTHEAST OF THE
 EW4975'SOUTHEAST WALL OF THE STATION, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 EW4975'THE HIGHWAY.
 EW4975
 EW4975                          STATION RECOVERY (2004)
 EW4975
 EW4975'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4916 ***********************************************************************
 EW4916  DESIGNATION -  206 5 LA CO
 EW4916  PID         -  EW4916
 EW4916  STATE/COUNTY-  CA/LOS ANGELES
 EW4916  USGS QUAD   -  NEWHALL (1995)
 EW4916
 EW4916                         *CURRENT SURVEY CONTROL
 EW4916  ___________________________________________________________________
 EW4916* NAD 83(1986)-  34 22 39.     (N)    118 35 33.     (W)     SCALED    
 EW4916* NAVD 88     -       445.16   (+/-2cm)    1460.5    (feet)  VERTCON   
 EW4916  ___________________________________________________________________
 EW4916  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 EW4916  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4916
 EW4916.The horizontal coordinates were scaled from a topographic map and have
 EW4916.an estimated accuracy of +/- 6 seconds.
 EW4916
 EW4916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4916.The vertical order pertains to the NGVD 29 superseded value.
 EW4916
 EW4916.The geoid height was determined by GEOID03.
 EW4916
 EW4916;                    North         East    Units  Estimated Accuracy
 EW4916;SPC CA 5     -   597,500.    1,945,510.      MT  (+/- 180 meters Scaled)
 EW4916
 EW4916                          SUPERSEDED SURVEY CONTROL
 EW4916
 EW4916  NGVD 29 (??/??/92)  444.317  (m)         1457.73   (f) ADJ UNCH    1 1
 EW4916
 EW4916.Superseded values are not recommended for survey control.
 EW4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4916.See file dsdata.txt to determine how the superseded data were derived.
 EW4916
 EW4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU535051(NAD 83)
 EW4916_MARKER: P = PIPE CAP
 EW4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4916_STAMPING: BM 206-5 1966 5869
 EW4916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4916+STABILITY: SURFACE MOTION
 EW4916
 EW4916  HISTORY     - Date     Condition        Report By
 EW4916  HISTORY     - 1966     MONUMENTED       CA-037
 EW4916
 EW4916                          STATION DESCRIPTION
 EW4916
 EW4916'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4916'4.4 MI SSE FROM CASTAIC JCT.
 EW4916'PICO CANYON ROAD 1.7 MILES WEST OF GOLDEN STATE FREEWAY, ABOUT
 EW4916'200 FEET NORTHERLY OF A DIRT ROAD TO WICHAM CANYON AND HOUSE
 EW4916'NO. 26100, 21.0 FEET NORTHEAST OF CENTER OF PICO CANYON ROAD,
 EW4916'8.2 FEET NORTHWEST OF LOS ANGELES COUNTY FIRE DEPARTMENT
 EW4916'TELEPHONE POLE 113-63.  SET IN TOP OF 7 INCH DIAMETER CONCRETE
 EW4916'POST 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4915 ***********************************************************************
 EW4915  DESIGNATION -  206 6 LA CO
 EW4915  PID         -  EW4915
 EW4915  STATE/COUNTY-  CA/LOS ANGELES
 EW4915  USGS QUAD   -  NEWHALL (1995)
 EW4915
 EW4915                         *CURRENT SURVEY CONTROL
 EW4915  ___________________________________________________________________
 EW4915* NAD 83(1986)-  34 22 48.     (N)    118 35 55.     (W)     SCALED    
 EW4915* NAVD 88     -       458.61   (+/-2cm)    1504.6    (feet)  VERTCON   
 EW4915  ___________________________________________________________________
 EW4915  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EW4915  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4915
 EW4915.The horizontal coordinates were scaled from a topographic map and have
 EW4915.an estimated accuracy of +/- 6 seconds.
 EW4915
 EW4915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4915.The vertical order pertains to the NGVD 29 superseded value.
 EW4915
 EW4915.The geoid height was determined by GEOID03.
 EW4915
 EW4915;                    North         East    Units  Estimated Accuracy
 EW4915;SPC CA 5     -   597,780.    1,944,950.      MT  (+/- 180 meters Scaled)
 EW4915
 EW4915                          SUPERSEDED SURVEY CONTROL
 EW4915
 EW4915  NGVD 29 (??/??/92)  457.767  (m)         1501.86   (f) ADJ UNCH    1 1
 EW4915
 EW4915.Superseded values are not recommended for survey control.
 EW4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4915.See file dsdata.txt to determine how the superseded data were derived.
 EW4915
 EW4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU530054(NAD 83)
 EW4915_MARKER: P = PIPE CAP
 EW4915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4915_STAMPING: BM 206-6 1966 5869
 EW4915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4915+STABILITY: SURFACE MOTION
 EW4915
 EW4915  HISTORY     - Date     Condition        Report By
 EW4915  HISTORY     - 1966     MONUMENTED       CA-037
 EW4915  HISTORY     - 1967     GOOD             CA-037
 EW4915
 EW4915                          STATION DESCRIPTION
 EW4915
 EW4915'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4915'4.2 MI S FROM CASTAIC JCT.
 EW4915'PICO CANYON ROAD 2.1 MILES WEST OF GOLDEN STATE FREEWAY 24.5
 EW4915'FEET NORTH OF CENTER OF PICO CANYON ROAD, 4 FEET NORTHWEST OF
 EW4915'POWER POLE NO. 1613305E, 4 FEET NORTH OF LOS ANGELES COUNTY
 EW4915'FIRE DEPARTMENT TELEPHONE POLE NO. 113-76.  SET IN TOP OF 7
 EW4915'INCH DIAMETER CONCRETE POST UP 3 INCHES.
 EW4915
 EW4915                          STATION RECOVERY (1967)
 EW4915
 EW4915'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4914 ***********************************************************************
 EW4914  DESIGNATION -  206 7 LA CO
 EW4914  PID         -  EW4914
 EW4914  STATE/COUNTY-  CA/LOS ANGELES
 EW4914  USGS QUAD   -  NEWHALL (1995)
 EW4914
 EW4914                         *CURRENT SURVEY CONTROL
 EW4914  ___________________________________________________________________
 EW4914* NAD 83(1986)-  34 22 53.     (N)    118 36 15.     (W)     SCALED    
 EW4914* NAVD 88     -       473.63   (+/-2cm)    1553.9    (feet)  VERTCON   
 EW4914  ___________________________________________________________________
 EW4914  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW4914  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4914
 EW4914.The horizontal coordinates were scaled from a topographic map and have
 EW4914.an estimated accuracy of +/- 6 seconds.
 EW4914
 EW4914.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4914.The vertical order pertains to the NGVD 29 superseded value.
 EW4914
 EW4914.The geoid height was determined by GEOID03.
 EW4914
 EW4914;                    North         East    Units  Estimated Accuracy
 EW4914;SPC CA 5     -   597,940.    1,944,440.      MT  (+/- 180 meters Scaled)
 EW4914
 EW4914                          SUPERSEDED SURVEY CONTROL
 EW4914
 EW4914  NGVD 29 (??/??/92)  472.797  (m)         1551.17   (f) ADJ UNCH    1 1
 EW4914
 EW4914.Superseded values are not recommended for survey control.
 EW4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4914.See file dsdata.txt to determine how the superseded data were derived.
 EW4914
 EW4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU525056(NAD 83)
 EW4914_MARKER: P = PIPE CAP
 EW4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4914_STAMPING: BM 206-7 1966 5869
 EW4914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4914+STABILITY: SURFACE MOTION
 EW4914
 EW4914  HISTORY     - Date     Condition        Report By
 EW4914  HISTORY     - 1966     MONUMENTED       CA-037
 EW4914  HISTORY     - 1967     GOOD             CA-037
 EW4914
 EW4914                          STATION DESCRIPTION
 EW4914
 EW4914'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4914'4.1 MI S FROM CASTAIC JCT.
 EW4914'PICO CANYON ROAD AND POTRERO CANYON ROAD (PRIVATE GATE ACROSS
 EW4914'ROAD) 28.0 FEET NORTHEASTERLY OF CENTER OF POTRERO CANYON ROAD,
 EW4914'32.4 FEET NORTHWESTERLY OF NORTHEASTERLY GATE POST, 28.3 FEET
 EW4914'WEST-NORTHWESTERLY OF NORTHEASTERLY END OF FENCE, 3 FEET
 EW4914'NORTHWEST OF LOS ANGELES COUNTY FIRE DEPARTMENT TELEPHONE POLE
 EW4914'NO. 113-00.  SET IN TOP OF A 7 INCH DIAMETER CONCRETE POST
 EW4914'UP 4 INCHES.
 EW4914
 EW4914                          STATION RECOVERY (1967)
 EW4914
 EW4914'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4913 ***********************************************************************
 EW4913  DESIGNATION -  206 8 LA CO
 EW4913  PID         -  EW4913
 EW4913  STATE/COUNTY-  CA/LOS ANGELES
 EW4913  USGS QUAD   -  NEWHALL (1995)
 EW4913
 EW4913                         *CURRENT SURVEY CONTROL
 EW4913  ___________________________________________________________________
 EW4913* NAD 83(1986)-  34 23 01.     (N)    118 36 24.     (W)     SCALED    
 EW4913* NAVD 88     -       509.10   (+/-2cm)    1670.3    (feet)  VERTCON   
 EW4913  ___________________________________________________________________
 EW4913  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW4913  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4913
 EW4913.The horizontal coordinates were scaled from a topographic map and have
 EW4913.an estimated accuracy of +/- 6 seconds.
 EW4913
 EW4913.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4913.The vertical order pertains to the NGVD 29 superseded value.
 EW4913
 EW4913.The geoid height was determined by GEOID03.
 EW4913
 EW4913;                    North         East    Units  Estimated Accuracy
 EW4913;SPC CA 5     -   598,180.    1,944,210.      MT  (+/- 180 meters Scaled)
 EW4913
 EW4913                          SUPERSEDED SURVEY CONTROL
 EW4913
 EW4913  NGVD 29 (??/??/92)  508.270  (m)         1667.55   (f) ADJ UNCH    1 1
 EW4913
 EW4913.Superseded values are not recommended for survey control.
 EW4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4913.See file dsdata.txt to determine how the superseded data were derived.
 EW4913
 EW4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU522058(NAD 83)
 EW4913_MARKER: DD = SURVEY DISK
 EW4913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4913_SP_SET: CONCRETE MAT
 EW4913_STAMPING: 206-8 1966 5869
 EW4913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4913
 EW4913  HISTORY     - Date     Condition        Report By
 EW4913  HISTORY     - 1966     MONUMENTED       CA-037
 EW4913  HISTORY     - 1967     GOOD             CA-037
 EW4913
 EW4913                          STATION DESCRIPTION
 EW4913
 EW4913'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4913'4 MI S FROM CASTAIC JCT.
 EW4913'POTRERO CANYON ROAD AT SUMMIT, 0.25 MILE NORTH OF WEST END OF
 EW4913'PICO CANYON ROAD, 59 FEET WEST OF CENTER OF ROAD.  SET IN
 EW4913'CONCRETE MAT SURROUNDING GENERAL EXPLORATION COMPANY OF
 EW4913'CALIFORNIA, FERGUSON LEASE OIL WELL NO. 7, 1 FOOT FROM NORTHEAST
 EW4913'CORNER.
 EW4913
 EW4913                          STATION RECOVERY (1967)
 EW4913
 EW4913'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4912 ***********************************************************************
 EW4912  DESIGNATION -  206 9 LA CO
 EW4912  PID         -  EW4912
 EW4912  STATE/COUNTY-  CA/LOS ANGELES
 EW4912  USGS QUAD   -  NEWHALL (1995)
 EW4912
 EW4912                         *CURRENT SURVEY CONTROL
 EW4912  ___________________________________________________________________
 EW4912* NAD 83(1986)-  34 23 08.     (N)    118 36 35.     (W)     SCALED    
 EW4912* NAVD 88     -       459.25   (+/-2cm)    1506.7    (feet)  VERTCON   
 EW4912  ___________________________________________________________________
 EW4912  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EW4912  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4912
 EW4912.The horizontal coordinates were scaled from a topographic map and have
 EW4912.an estimated accuracy of +/- 6 seconds.
 EW4912
 EW4912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4912.The vertical order pertains to the NGVD 29 superseded value.
 EW4912
 EW4912.The geoid height was determined by GEOID03.
 EW4912
 EW4912;                    North         East    Units  Estimated Accuracy
 EW4912;SPC CA 5     -   598,400.    1,943,930.      MT  (+/- 180 meters Scaled)
 EW4912
 EW4912                          SUPERSEDED SURVEY CONTROL
 EW4912
 EW4912  NGVD 29 (??/??/92)  458.422  (m)         1504.01   (f) ADJ UNCH    1 1
 EW4912
 EW4912.Superseded values are not recommended for survey control.
 EW4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4912.See file dsdata.txt to determine how the superseded data were derived.
 EW4912
 EW4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU520060(NAD 83)
 EW4912_MARKER: DD = SURVEY DISK
 EW4912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4912_SP_SET: CONCRETE MAT
 EW4912_STAMPING: BM 206-9 1966 5869
 EW4912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4912
 EW4912  HISTORY     - Date     Condition        Report By
 EW4912  HISTORY     - 1966     MONUMENTED       CA-037
 EW4912  HISTORY     - 1967     GOOD             CA-037
 EW4912
 EW4912                          STATION DESCRIPTION
 EW4912
 EW4912'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW4912'3.8 MI S FROM CASTAIC JCT.
 EW4912'POTRERO CANYON ROAD 0.5 MILE NORTH OF PICO CANYON ROAD, 0.25
 EW4912'MILE NORTH OF SUMMIT, ABOUT 200 FEET SOUTH OF CENTER OF POTRERO
 EW4912'CANYON ROAD.  SET IN CONCRETE MAT, 1 FOOT FROM EAST CORNER,
 EW4912'AROUND AN OIL WELL (NO NUMBER) BETWEEN WELLS 2 AND 6.
 EW4912
 EW4912                          STATION RECOVERY (1967)
 EW4912
 EW4912'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1967
 EW4912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0207 ***********************************************************************
 DY0207  DESIGNATION -  206 C OF LB
 DY0207  PID         -  DY0207
 DY0207  STATE/COUNTY-  CA/LOS ANGELES
 DY0207  USGS QUAD   -  LONG BEACH (1981)
 DY0207
 DY0207                         *CURRENT SURVEY CONTROL
 DY0207  ___________________________________________________________________
 DY0207* NAD 83(1986)-  33 45 37.     (N)    118 14 30.     (W)     SCALED    
 DY0207* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 DY0207  ___________________________________________________________________
 DY0207  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0207  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0207
 DY0207.The horizontal coordinates were scaled from a topographic map and have
 DY0207.an estimated accuracy of +/- 6 seconds.
 DY0207
 DY0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0207.The vertical order pertains to the NGVD 29 superseded value.
 DY0207
 DY0207.The geoid height was determined by GEOID03.
 DY0207
 DY0207;                    North         East    Units  Estimated Accuracy
 DY0207;SPC CA 5     -   528,900.    1,977,610.      MT  (+/- 180 meters Scaled)
 DY0207
 DY0207                          SUPERSEDED SURVEY CONTROL
 DY0207
 DY0207  NGVD 29 (??/??/92)    1.621  (m)            5.32   (f) ADJ UNCH    1 2
 DY0207
 DY0207.Superseded values are not recommended for survey control.
 DY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0207.See file dsdata.txt to determine how the superseded data were derived.
 DY0207
 DY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850362(NAD 83)
 DY0207_MARKER: DD = SURVEY DISK
 DY0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0207_STAMPING: 206
 DY0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0207+STABILITY: SURFACE MOTION
 DY0207
 DY0207  HISTORY     - Date     Condition        Report By
 DY0207  HISTORY     - UNK      MONUMENTED       CA1970
 DY0207  HISTORY     - 1933     GOOD             NGS
 DY0207  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0207
 DY0207                          STATION DESCRIPTION
 DY0207
 DY0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DY0207'AT LONG BEACH.
 DY0207'ON TERMINAL ISLAND, 300 FEET NORTHWEST OF EASTSIDE INN BATHING
 DY0207'HOUSE, (ALOS KNOWN AS JOES PLACE), SOUTH OF SOUTHEAST CORNER
 DY0207'OF FENCE AROUND HOUSE ADJOINING RAILROAD TRACK, AND 232.7 FEET
 DY0207'SOUTH OF CENTERLINE OF UNION PACIFIC RAILROAD TRACKS, SET IN
 DY0207'CONCRETE POST 14 INCHES UNDER GROUND.
 DY0207
 DY0207                          STATION RECOVERY (1945)
 DY0207
 DY0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4089 ***********************************************************************
 GU4089  DESIGNATION -  207
 GU4089  PID         -  GU4089
 GU4089  STATE/COUNTY-  CA/KINGS
 GU4089  USGS QUAD   -  LA CIMA (1978)
 GU4089
 GU4089                         *CURRENT SURVEY CONTROL
 GU4089  ___________________________________________________________________
 GU4089* NAD 83(1986)-  36 02 38.     (N)    120 06 27.     (W)     SCALED    
 GU4089* NAVD 88     -       329.239  (meters)    1080.18   (feet)  ADJUSTED  
 GU4089  ___________________________________________________________________
 GU4089  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 GU4089  DYNAMIC HT  -         328.928 (meters)    1079.16  (feet)  COMP
 GU4089  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 GU4089
 GU4089  VERT ORDER  -  FIRST     CLASS II
 GU4089
 GU4089.The horizontal coordinates were scaled from a topographic map and have
 GU4089.an estimated accuracy of +/- 6 seconds.
 GU4089
 GU4089.The orthometric height was determined by differential leveling
 GU4089.and adjusted in August 1995.
 GU4089
 GU4089.The geoid height was determined by GEOID03.
 GU4089
 GU4089.The dynamic height is computed by dividing the NAVD 88
 GU4089.geopotential number by the normal gravity value computed on the
 GU4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4089.degrees latitude (g = 980.6199 gals.).
 GU4089
 GU4089.The modeled gravity was interpolated from observed gravity values.
 GU4089
 GU4089;                    North         East    Units  Estimated Accuracy
 GU4089;SPC CA 4     -   579,420.    1,900,200.      MT  (+/- 180 meters Scaled)
 GU4089
 GU4089                          SUPERSEDED SURVEY CONTROL
 GU4089
 GU4089.No superseded survey control is available for this station.
 GU4089
 GU4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE605926(NAD 83)
 GU4089_MARKER: DD = SURVEY DISK
 GU4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4089_SP_SET: CONCRETE POST
 GU4089_STAMPING: BM NO 207
 GU4089_MARK LOGO: LOCENG
 GU4089_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4089+STABILITY: SURFACE MOTION
 GU4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4089+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1989
 GU4089
 GU4089  HISTORY     - Date     Condition        Report By
 GU4089  HISTORY     - UNK      MONUMENTED       LOCENG
 GU4089  HISTORY     - 19890523 GOOD             NGS
 GU4089
 GU4089                          STATION DESCRIPTION
 GU4089
 GU4089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU4089'4.8 KM (3.00 MI) NORTHERLY ALONG STATE HIGHWAY 269 FROM THE POST
 GU4089'OFFICE IN AVENAL TO A CROSSROAD AT THE PG AND E KETTLEMAN SUBSTATION
 GU4089'ON THE RIGHT, THENCE 0.3 KM (0.20 MI) SOUTHEAST ALONG A PAVED ROAD TO
 GU4089'A REVERSE Y-FORK, 11.5 M (37.7 FT) SOUTHEAST OF THE ROAD CENTER, 0.6 M
 GU4089'(2.0 FT) WEST OF A WOODEN WITNESS POST, 0.5 M (1.6 FT) EAST OF A
 GU4089'UTILITY POLE WITH 2-GUY WIRES, AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0206 ***********************************************************************
 DY0206  DESIGNATION -  207 C OF LB
 DY0206  PID         -  DY0206
 DY0206  STATE/COUNTY-  CA/LOS ANGELES
 DY0206  USGS QUAD   -  LONG BEACH (1981)
 DY0206
 DY0206                         *CURRENT SURVEY CONTROL
 DY0206  ___________________________________________________________________
 DY0206* NAD 83(1986)-  33 45 38.     (N)    118 14 28.     (W)     SCALED    
 DY0206* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 DY0206  ___________________________________________________________________
 DY0206  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0206
 DY0206.The horizontal coordinates were scaled from a topographic map and have
 DY0206.an estimated accuracy of +/- 6 seconds.
 DY0206
 DY0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0206.The vertical order pertains to the NGVD 29 superseded value.
 DY0206
 DY0206.The geoid height was determined by GEOID03.
 DY0206
 DY0206;                    North         East    Units  Estimated Accuracy
 DY0206;SPC CA 5     -   528,930.    1,977,660.      MT  (+/- 180 meters Scaled)
 DY0206
 DY0206                          SUPERSEDED SURVEY CONTROL
 DY0206
 DY0206  NGVD 29 (??/??/92)    1.487  (m)            4.88   (f) ADJ UNCH    1 2
 DY0206
 DY0206.Superseded values are not recommended for survey control.
 DY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0206.See file dsdata.txt to determine how the superseded data were derived.
 DY0206
 DY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850362(NAD 83)
 DY0206_MARKER: DD = SURVEY DISK
 DY0206_SETTING: 0 = UNSPECIFIED SETTING
 DY0206_STAMPING: 207
 DY0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0206
 DY0206  HISTORY     - Date     Condition        Report By
 DY0206  HISTORY     - UNK      MONUMENTED       CA1970
 DY0206  HISTORY     - 1933     GOOD             NGS
 DY0206  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0206
 DY0206                          STATION DESCRIPTION
 DY0206
 DY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DY0206'AT LONG BEACH.
 DY0206'ON TERMINAL ISLAND, 1060 FEET WEST OF SIGNBOARD ZINC ON
 DY0206'UNION PACIFIC RAILROAD, 260 FEET NORTHEAST OF EASTSIDE INN
 DY0206'BATHING HOUSE, (ALKSO KNOWN AS JOES PLACE), AND 206.1 FOOT SOUTH
 DY0206'OF CENTERLINE OF TRACK.
 DY0206
 DY0206                          STATION RECOVERY (1945)
 DY0206
 DY0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2401 ***********************************************************************
 FU2401  DESIGNATION -  207 DWR
 FU2401  PID         -  FU2401
 FU2401  STATE/COUNTY-  CA/KERN
 FU2401  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2401
 FU2401                         *CURRENT SURVEY CONTROL
 FU2401  ___________________________________________________________________
 FU2401* NAD 83(1986)-  35 07 50.     (N)    119 21 30.     (W)     SCALED    
 FU2401* NAVD 88     -       139.29   (+/-2cm)     457.0    (feet)  VERTCON   
 FU2401  ___________________________________________________________________
 FU2401  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 FU2401  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2401
 FU2401.The horizontal coordinates were scaled from a topographic map and have
 FU2401.an estimated accuracy of +/- 6 seconds.
 FU2401
 FU2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2401.The vertical order pertains to the NGVD 29 superseded value.
 FU2401
 FU2401.The geoid height was determined by GEOID03.
 FU2401
 FU2401;                    North         East    Units  Estimated Accuracy
 FU2401;SPC CA 5     -   681,710.    1,876,210.      MT  (+/- 180 meters Scaled)
 FU2401
 FU2401                          SUPERSEDED SURVEY CONTROL
 FU2401
 FU2401  NGVD 29 (??/??/92)  138.507  (m)          454.42   (f) ADJ UNCH    1 1
 FU2401
 FU2401.Superseded values are not recommended for survey control.
 FU2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2401.See file dsdata.txt to determine how the superseded data were derived.
 FU2401
 FU2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU851900(NAD 83)
 FU2401_MARKER: P = PIPE CAP
 FU2401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2401_STAMPING: 1/4 S 23-24 LGB MACD
 FU2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2401
 FU2401  HISTORY     - Date     Condition        Report By
 FU2401  HISTORY     - UNK      MONUMENTED       SOCO
 FU2401  HISTORY     - 1964     GOOD             NGS
 FU2401  HISTORY     - 1966     GOOD             NGS
 FU2401
 FU2401                          STATION DESCRIPTION
 FU2401
 FU2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2401'6 MI E FROM TAFT.
 FU2401'0.5 MILE EAST ALONG MAIN STREET FROM THE SUNSET RAILWAY STATION
 FU2401'AT TAFT, THENCE 4.9 MILES SOUTHEAST ALONG KERN COUNTY ROUTE P 280
 FU2401'B AND GARDNER FIELD ROAD, THENCE 0.4 MILE NORTHEAST ALONG RICHFIELD
 FU2401'OIL COMPANY LAKE STATION PUMPING PLANT ROAD, THENCE 0.15 MILE SOUTH
 FU2401'ALONG A DIRT ROAD, AT A RIGHT ANGLE TURN IN A POWER LINE, 37 1/2
 FU2401'FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE
 FU2401'CENTER LINE OF A DIRT ROAD EAST, 45 FEET NORTH OF A POWER POLE
 FU2401'WITH A GUY WIRE, 4.1 FEET WEST OF A WITNESS POST, 1/2 FOOT HIGHER
 FU2401'THAN THE ROAD AND ON THE TOP OF 3 1/2-INCH IRON PIPE PROJECTING
 FU2401'0.6 FOOT.  NOTE-- PREVIOUSLY DESIGNATE DWR
 FU2401
 FU2401                          STATION RECOVERY (1966)
 FU2401
 FU2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1428 ***********************************************************************
 EW1428  DESIGNATION -  207.028 C OF LA
 EW1428  PID         -  EW1428
 EW1428  STATE/COUNTY-  CA/LOS ANGELES
 EW1428  USGS QUAD   -  HOLLYWOOD (1994)
 EW1428
 EW1428                         *CURRENT SURVEY CONTROL
 EW1428  ___________________________________________________________________
 EW1428* NAD 83(1986)-  34 03 43.     (N)    118 18 23.     (W)     SCALED    
 EW1428* NAVD 88     -        63.86   (+/-2cm)     209.5    (feet)  VERTCON   
 EW1428  ___________________________________________________________________
 EW1428  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1428  VERT ORDER  -  THIRD (See Below)
 EW1428
 EW1428.The horizontal coordinates were scaled from a topographic map and have
 EW1428.an estimated accuracy of +/- 6 seconds.
 EW1428
 EW1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1428.The vertical order pertains to the NGVD 29 superseded value.
 EW1428
 EW1428.The geoid height was determined by GEOID03.
 EW1428
 EW1428;                    North         East    Units  Estimated Accuracy
 EW1428;SPC CA 5     -   562,380.    1,971,720.      MT  (+/- 180 meters Scaled)
 EW1428
 EW1428                          SUPERSEDED SURVEY CONTROL
 EW1428
 EW1428  NGVD 29 (??/??/??)   63.08   (m)          207.0    (f) RESET       3  
 EW1428
 EW1428.Superseded values are not recommended for survey control.
 EW1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1428.See file dsdata.txt to determine how the superseded data were derived.
 EW1428
 EW1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT794697(NAD 83)
 EW1428_MARKER: DD = SURVEY DISK
 EW1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1428_SP_SET: CATCH BASIN
 EW1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1428
 EW1428  HISTORY     - Date     Condition        Report By
 EW1428  HISTORY     - UNK      MONUMENTED       CA1980
 EW1428  HISTORY     - 1945     GOOD             NGS
 EW1428  HISTORY     - 1964     GOOD             NGS
 EW1428
 EW1428                          STATION DESCRIPTION
 EW1428
 EW1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1428'AT LOS ANGELES.
 EW1428'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1428'AND SERRANO AVENUE.  LOCATED IN SOUTHWEST CORNER OF CATCH
 EW1428'BASIN ON THE SOUTH SIDE OF WILSHIRE BOULEVARD, 3.2 FEET SOUTH
 EW1428'OF THE CURB, AND 38.0 FEET EAST OF THE EAST CURB OF SERRANO
 EW1428'AVENUE (PROJECTED CURB LINE).  SPIKE PROJECTS ABOUT 1/8 INCH
 EW1428'ABOVE CATCH BASIN TOP.  A CUT SPIKE.
 EW1428
 EW1428                          STATION RECOVERY (1964)
 EW1428
 EW1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0010 ***********************************************************************
 JT0010  DESIGNATION -  207.3
 JT0010  PID         -  JT0010
 JT0010  STATE/COUNTY-  CA/YOLO
 JT0010  USGS QUAD   -  ESPARTO (1993)
 JT0010
 JT0010                         *CURRENT SURVEY CONTROL
 JT0010  ___________________________________________________________________
 JT0010* NAD 83(1986)-  38 42 26.     (N)    122 02 52.     (W)     SCALED    
 JT0010* NAVD 88     -        63.92   (+/-2cm)     209.7    (feet)  VERTCON   
 JT0010  ___________________________________________________________________
 JT0010  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JT0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0010
 JT0010.The horizontal coordinates were scaled from a topographic map and have
 JT0010.an estimated accuracy of +/- 6 seconds.
 JT0010
 JT0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0010.The vertical order pertains to the NGVD 29 superseded value.
 JT0010
 JT0010.The geoid height was determined by GEOID03.
 JT0010
 JT0010;                    North         East    Units  Estimated Accuracy
 JT0010;SPC CA 2     -   615,510.    1,995,840.      MT  (+/- 180 meters Scaled)
 JT0010
 JT0010                          SUPERSEDED SURVEY CONTROL
 JT0010
 JT0010  NGVD 29 (??/??/92)   63.12   (m)          207.1    (f) COMPUTED    1 2
 JT0010
 JT0010.Superseded values are not recommended for survey control.
 JT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0010.See file dsdata.txt to determine how the superseded data were derived.
 JT0010
 JT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH827847(NAD 83)
 JT0010_MARKER: Q = CHISELED SQUARE
 JT0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0010_SP_SET: SIDEWALK
 JT0010_MARK LOGO: USGS  
 JT0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0010
 JT0010  HISTORY     - Date     Condition        Report By
 JT0010  HISTORY     - UNK      MONUMENTED       USGS
 JT0010  HISTORY     - 1966     GOOD             NGS
 JT0010
 JT0010                          STATION DESCRIPTION
 JT0010
 JT0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0010'AT CAPAY.
 JT0010'AT CAPAY, NEAR THE JUNCTION OF STATE HIGHWAY 16 AND COUNTY
 JT0010'ROAD 85, ABOUT 0.1 MILE WEST OF CAPAY SCHOOL, ABOUT 150 FEET
 JT0010'SOUTHWEST OF AND ACROSS HIGHWAY FROM BENCH MARK B 30 (USGS), 162
 JT0010'FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD, 46 FEET
 JT0010'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 66.8 FEET WEST OF THE
 JT0010'NORTHWEST CORNER OF A GROCERY STORE, IN THE TOP OF THE
 JT0010'NORTHEAST CORNER OF THE SIDEWALK, AND ABOUT 2 FEET HIGHER THAN
 JT0010'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4830 ***********************************************************************
 HS4830  DESIGNATION -  2073=ORESTIMBA PEAK
 HS4830  PID         -  HS4830
 HS4830  STATE/COUNTY-  CA/STANISLAUS
 HS4830  USGS QUAD   -  ORESTIMBA PEAK (1971)
 HS4830
 HS4830                         *CURRENT SURVEY CONTROL
 HS4830  ___________________________________________________________________
 HS4830* NAD 83(1992)-  37 19 24.88976(N)    121 13 32.85588(W)     ADJUSTED  
 HS4830* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 HS4830  ___________________________________________________________________
 HS4830  EPOCH DATE  -        1991.35
 HS4830  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 HS4830  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HS4830  HORZ ORDER  -  FIRST
 HS4830
 HS4830.The horizontal coordinates were established by classical geodetic methods
 HS4830.and adjusted by the National Geodetic Survey in March 1994.
 HS4830.The horizontal coordinates are valid at the epoch date displayed above.
 HS4830.The epoch date for horizontal control is a decimal equivalence
 HS4830.of Year/Month/Day.
 HS4830
 HS4830.The orthometric height was scaled from a topographic map.
 HS4830
 HS4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4830
 HS4830.The geoid height was determined by GEOID03.
 HS4830
 HS4830;                    North         East     Units Scale Factor Converg.
 HS4830;SPC CA 3     -   591,651.133 1,935,674.139   MT  0.99995684   -0 26 39.7
 HS4830;SPC CA 3     - 1,941,108.76  6,350,624.24   sFT  0.99995684   -0 26 39.7
 HS4830;UTM  10      - 4,132,245.147   657,197.187   MT  0.99990440   +1 04 33.4
 HS4830
 HS4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4830!SPC CA 3     -   0.99990574  x   0.99995684  =   0.99986259
 HS4830!UTM  10      -   0.99990574  x   0.99990440  =   0.99981015
 HS4830
 HS4830:                Primary Azimuth Mark                     Grid Az
 HS4830:SPC CA 3     -  CAIRN 7 MI WSW OF PATTERSON              000 39 07.3
 HS4830:UTM  10      -  CAIRN 7 MI WSW OF PATTERSON              359 07 54.2
 HS4830
 HS4830|---------------------------------------------------------------------|
 HS4830| PID    Reference Object                     Distance      Geod. Az  |
 HS4830|                                                           dddmmss.s |
 HS4830| HS4832 CAIRN 7 MI WSW OF PATTERSON         APPROX.14.1 KM 0001227.6 |
 HS4830| HS4825 6 MI E NE ORESTIMBA PEAK STACK      APPROX.11.5 KM 0644129.9 |
 HS4830| DB3108 ORESTIMBA PEAK RM 1                   8.177 METERS 23409     |
 HS4830| DB3109 ORESTIMBA PEAK RM 2                  11.097 METERS 29203     |
 HS4830| DB3107 ORESTIMBA PEAK AZ MK                               3013645.3 |
 HS4830|---------------------------------------------------------------------|
 HS4830
 HS4830                          SUPERSEDED SURVEY CONTROL
 HS4830
 HS4830  NAD 83(1986)-  37 19 24.88633(N)    121 13 32.85819(W) AD(1984.00) 1
 HS4830  NAD 27      -  37 19 25.11800(N)    121 13 29.09300(W) AD(       ) 1
 HS4830
 HS4830.Superseded values are not recommended for survey control.
 HS4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4830.See file dsdata.txt to determine how the superseded data were derived.
 HS4830
 HS4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5719732245(NAD 83)
 HS4830_MARKER: Z = SEE DESCRIPTION
 HS4830_SETTING: 0 = UNSPECIFIED SETTING
 HS4830
 HS4830  HISTORY     - Date     Condition        Report By
 HS4830  HISTORY     - 1943     MONUMENTED       CGS
 HS4830
 HS4830                          STATION DESCRIPTION
 HS4830
 HS4830'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 HS4830'STATION IS LOCATED ABOUT 11-1/2 MILES W OF NEWMAN AND 10
 HS4830'MILES SW OF CROWS LANDING.  IT IS ON THE HIGHEST POINT OF
 HS4830'ORESTIMBA PEAK, A PROMINENT HILL BETWEEN ORESTIMBA AND CROW
 HS4830'CREEKS AND THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 HS4830'
 HS4830'STATION MARK IS A U.S.G.S. BENCH MARK SET IN A DRILL HOLE
 HS4830'IN A BOULDER ABOUT 2-1/2 FEET IN DIAMETER AND PROJECTING
 HS4830'ABOUT 1 FOOT.  IT IS THE HIGHEST POINT OF THE PEAK.  MARK
 HS4830'IS STAMPED 2073 FEET AND DATUM VA.
 HS4830'
 HS4830'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. DISK SET IN A DRILL
 HS4830'HOLE IN AN OUTCROP ABOUT 6 FEET LONG, 3 FEET WIDE, AND PROTRUDING
 HS4830'ABOUT 2-1/2 FEET.  MARK IS ABOUT 6 FEET LOWER THAN STATION
 HS4830'MARK.  IT IS STAMPED ORESTIMBA PK.  NO. 1 1943.
 HS4830'
 HS4830'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. DISK SET IN A DRILL
 HS4830'HOLE IN A LEDGE ABOUT 2 FEET IN HEIGHT.  IT IS ABOUT 2 FEET
 HS4830'LOWER THAN THE STATION MARK.  MARK IS STAMPED ORESTIMBA PK. NO. 2
 HS4830'1943.
 HS4830'
 HS4830'THE AZIMUTH MARK IS A U.S.C. AND G.S. DISK SET IN A DRILL
 HS4830'HOLE IN BEDROCK FLUSH WITH THE SURFACE.  IT IS IN A LOW SADDLE
 HS4830'0.3 MILE WNW AND IS 3 PACES S OF THE CREST OF RIDGE AND
 HS4830'THE TRAIL ENROUTE TO STATION.  MARK IS STAMPED ORESTIMBA PK.
 HS4830'1943.
 HS4830'
 HS4830'NO UNDERGROUND OR WITNESS MARKS WERE SET.
 HS4830'
 HS4830'TO REACH FROM CROWS LANDING GO W ON PAVED ROAD, AT S SIDE
 HS4830'OF TOWN AND PASSING TO S OF SCHOOL BUILDING, 3.2 MILES.
 HS4830'BEAR RIGHT, AROUND BASE OF HILLS, AND CONTINUE 0.9 MILE.
 HS4830'KEEP STRAIGHT AHEAD, LEFT FORK, 2.3 MILES TO BARN AND CORRALS.
 HS4830'CONTINUE 0.25 MILE.  KEEP RIGHT FORK, MAIN-TRAVELED ROAD, 1.4
 HS4830'MILES.  TAKE MAIN-TRAVELED ROAD RIGHT, UP CROW CANYON, FOR
 HS4830'1.0 MILE.  PASS OLD SHEDS AND CONTINUE 0.25 MILE.  TAKE LEFT
 HS4830'FORK 0.75 MILE TO GATE.  CONTINUE 1.7 MILES TO ANOTHER GATE.
 HS4830'CONTINUE 0.7 MILE TO MOUTH OF LARGE CANYON ON LEFT.  BEAR
 HS4830'LEFT UP CANYON 0.2 MILE TO END OF TRUCK TRAVEL.  FOLLOW COW
 HS4830'TRAIL SOUTHERLY UP CANYON AND CONTINUE SOUTHERLY TO CREST
 HS4830'OF RIDGE.  CONTINUE S AND SE ALONG CREST OF RIDGE ABOUT
 HS4830'1 MILE TO HIGHEST POINT AND STATION, ABOUT A 1 1/2-HOUR
 HS4830'PACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0963 ***********************************************************************
 HS0963  DESIGNATION -  2074
 HS0963  PID         -  HS0963
 HS0963  STATE/COUNTY-  CA/TUOLUMNE
 HS0963  USGS QUAD   -  MOCCASIN (1987)
 HS0963
 HS0963                         *CURRENT SURVEY CONTROL
 HS0963  ___________________________________________________________________
 HS0963* NAD 83(1986)-  37 48 47.     (N)    120 17 09.     (W)     SCALED    
 HS0963* NAVD 88     -       633.73   (+/-2cm)    2079.2    (feet)  VERTCON   
 HS0963  ___________________________________________________________________
 HS0963  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HS0963  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0963
 HS0963.The horizontal coordinates were scaled from a topographic map and have
 HS0963.an estimated accuracy of +/- 6 seconds.
 HS0963
 HS0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0963.The vertical order pertains to the NGVD 29 superseded value.
 HS0963
 HS0963.The geoid height was determined by GEOID03.
 HS0963
 HS0963;                    North         East    Units  Estimated Accuracy
 HS0963;SPC CA 3     -   645,750.    2,018,860.      MT  (+/- 180 meters Scaled)
 HS0963
 HS0963                          SUPERSEDED SURVEY CONTROL
 HS0963
 HS0963  NGVD 29 (??/??/92)  632.974  (m)         2076.68   (f) ADJ UNCH    1 2
 HS0963
 HS0963.Superseded values are not recommended for survey control.
 HS0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0963.See file dsdata.txt to determine how the superseded data were derived.
 HS0963
 HS0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG389885(NAD 83)
 HS0963_MARKER: DD = SURVEY DISK
 HS0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0963_SP_SET: ANCHOR BLOCK
 HS0963_STAMPING: 2074 422
 HS0963_MARK LOGO: CA3290
 HS0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0963
 HS0963  HISTORY     - Date     Condition        Report By
 HS0963  HISTORY     - UNK      MONUMENTED       CA3290
 HS0963  HISTORY     - 1956     GOOD             CGS
 HS0963
 HS0963                          STATION DESCRIPTION
 HS0963
 HS0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0963'1 MI W FROM PRIEST.
 HS0963'0.6 MILE WEST ALONG AN ASPHALT ROAD FFROM THE TAVERN AND MOTEL
 HS0963'AT PRIEST, THENCE 0.4 MILE WEST ALONG A TRACK ROAD (SAME ROAD
 HS0963'WITHOUT ASPHALT), 0.8 MILE NORTHEAST OF MOCCASIN, ON THE OUTSIDE
 HS0963'OF A CURVE, IN THE TOP OF THE NORTHEAST CORNER OF THE THIRD
 HS0963'CONCRETE ANCHOR BLOCK NORTHWEST OF A POINT WHERE THE HETCH
 HS0963'HETCHY AQUEDUCT GOES UNDERGROUND, ABOUT 45 FEET NORTHEAST
 HS0963'OF THE CENTER LINE OF THE ROAD, ABOUT 20 FEET SOUTH OF THE CENTER
 HS0963'LINE OF A ROAD ON THE NORTH SIDE OF THE PENSTOCK, AND ABOUT
 HS0963'10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0587 ***********************************************************************
 JS0587  DESIGNATION -  2074 USGS
 JS0587  PID         -  JS0587
 JS0587  STATE/COUNTY-  CA/EL DORADO
 JS0587  USGS QUAD   -  GARDEN VALLEY (1973)
 JS0587
 JS0587                         *CURRENT SURVEY CONTROL
 JS0587  ___________________________________________________________________
 JS0587* NAD 83(1986)-  38 46 16.     (N)    120 45 23.     (W)     SCALED    
 JS0587* NAVD 88     -       633.07   (+/-2cm)    2077.0    (feet)  VERTCON   
 JS0587  ___________________________________________________________________
 JS0587  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 JS0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0587
 JS0587.The horizontal coordinates were scaled from a topographic map and have
 JS0587.an estimated accuracy of +/- 6 seconds.
 JS0587
 JS0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0587.The vertical order pertains to the NGVD 29 superseded value.
 JS0587
 JS0587.The geoid height was determined by GEOID03.
 JS0587
 JS0587;                    North         East    Units  Estimated Accuracy
 JS0587;SPC CA 2     -   623,340.    2,108,070.      MT  (+/- 180 meters Scaled)
 JS0587
 JS0587                          SUPERSEDED SURVEY CONTROL
 JS0587
 JS0587  NGVD 29 (??/??/92)  632.225  (m)         2074.22   (f) ADJ UNCH    2 0
 JS0587
 JS0587.Superseded values are not recommended for survey control.
 JS0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0587.See file dsdata.txt to determine how the superseded data were derived.
 JS0587
 JS0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH949937(NAD 83)
 JS0587_MARKER: Q = CHISELED SQUARE
 JS0587_SETTING: 80 = SET IN A BOULDER
 JS0587_SP_SET: BOULDER
 JS0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0587+STABILITY: SURFACE MOTION
 JS0587
 JS0587  HISTORY     - Date     Condition        Report By
 JS0587  HISTORY     - UNK      MONUMENTED       USGS
 JS0587  HISTORY     - 1948     GOOD             NGS
 JS0587
 JS0587                          STATION DESCRIPTION
 JS0587
 JS0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0587'4.8 MI NE FROM PLACERVILLE.
 JS0587'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0587'PLACERVILLE, THENCE 4.3 MILES NORTHEAST ALONG THE MOSQUITO
 JS0587'ROAD, 35.2 FEET NORTHWEST OF THE NORTH END OF AN 8-INCH PIPE
 JS0587'CULVERT, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25.6 FEET
 JS0587'NORTHEAST OF A BARBED WIRE FENCE, AND ABOUT 2 FEET ABOVE THE
 JS0587'SURFACE OF THE ROAD, CHISELED SQUARE ON THE TOP OF A BOULDER
 JS0587'PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0964 ***********************************************************************
 HS0964  DESIGNATION -  2079
 HS0964  PID         -  HS0964
 HS0964  STATE/COUNTY-  CA/TUOLUMNE
 HS0964  USGS QUAD   -  MOCCASIN (1987)
 HS0964
 HS0964                         *CURRENT SURVEY CONTROL
 HS0964  ___________________________________________________________________
 HS0964* NAD 83(1986)-  37 48 47.     (N)    120 17 06.     (W)     SCALED    
 HS0964* NAVD 88     -       635.22   (+/-2cm)    2084.1    (feet)  VERTCON   
 HS0964  ___________________________________________________________________
 HS0964  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HS0964  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0964
 HS0964.The horizontal coordinates were scaled from a topographic map and have
 HS0964.an estimated accuracy of +/- 6 seconds.
 HS0964
 HS0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0964.The vertical order pertains to the NGVD 29 superseded value.
 HS0964
 HS0964.The geoid height was determined by GEOID03.
 HS0964
 HS0964;                    North         East    Units  Estimated Accuracy
 HS0964;SPC CA 3     -   645,750.    2,018,930.      MT  (+/- 180 meters Scaled)
 HS0964
 HS0964                          SUPERSEDED SURVEY CONTROL
 HS0964
 HS0964  NGVD 29 (??/??/92)  634.467  (m)         2081.58   (f) ADJ UNCH    1 2
 HS0964
 HS0964.Superseded values are not recommended for survey control.
 HS0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0964.See file dsdata.txt to determine how the superseded data were derived.
 HS0964
 HS0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG389885(NAD 83)
 HS0964_MARKER: DD = SURVEY DISK
 HS0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0964_SP_SET: ANCHOR BLOCK
 HS0964_STAMPING: 2079 368
 HS0964_MARK LOGO: CA3290
 HS0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0964
 HS0964  HISTORY     - Date     Condition        Report By
 HS0964  HISTORY     - UNK      MONUMENTED       CA3290
 HS0964  HISTORY     - 1956     GOOD             CGS
 HS0964
 HS0964                          STATION DESCRIPTION
 HS0964
 HS0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0964'1 MI W FROM PRIEST.
 HS0964'0.6 MILE WEST ALONG AN ASPHALT ROAD FROM THE TAVERN AND MOTEL
 HS0964'AT PRIEST, THENCE 0.35 MILE WEST ALONG A TRACK ROAD (SAME ROAD
 HS0964'WITHOUT ASPHALT), IN THE TOP OF THE NORTHEAST CORNER OF THE
 HS0964'SECOND CONCRETE ANCHOR BLOCK NORTHWEST OF A POINT WHERE HETCH
 HS0964'HETCHY AQUEDUCT GOES UNDERGROUND, ABOUT 60 FEET SOUTHEAST OF
 HS0964'A CORRUGATED METAL BUILDING, ABOUT 45 FEET NORTHEAST OF THE
 HS0964'CENTER LINE OF THE ROAD, ABOUT 20 FEET SOUTHWEST OF THE CENTER
 HS0964'LINE OF THE ROAD NORTH OF THE AQUEDUCT, AND ABOUT 10 FEET HIGHER
 HS0964'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3068 ***********************************************************************
 EW3068  DESIGNATION -  208 1 LA CO
 EW3068  PID         -  EW3068
 EW3068  STATE/COUNTY-  CA/LOS ANGELES
 EW3068  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3068
 EW3068                         *CURRENT SURVEY CONTROL
 EW3068  ___________________________________________________________________
 EW3068* NAD 83(1986)-  34 45 44.     (N)    118 43 43.     (W)     SCALED    
 EW3068* NAVD 88     -      1052.70   (+/-2cm)    3453.7    (feet)  VERTCON   
 EW3068  ___________________________________________________________________
 EW3068  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW3068  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3068
 EW3068.The horizontal coordinates were scaled from a topographic map and have
 EW3068.an estimated accuracy of +/- 6 seconds.
 EW3068
 EW3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3068.The vertical order pertains to the NGVD 29 superseded value.
 EW3068
 EW3068.The geoid height was determined by GEOID03.
 EW3068
 EW3068;                    North         East    Units  Estimated Accuracy
 EW3068;SPC CA 5     -   640,250.    1,933,300.      MT  (+/- 180 meters Scaled)
 EW3068
 EW3068                          SUPERSEDED SURVEY CONTROL
 EW3068
 EW3068  NGVD 29 (??/??/92) 1051.791  (m)         3450.75   (f) ADJ UNCH    1 1
 EW3068
 EW3068.Superseded values are not recommended for survey control.
 EW3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3068.See file dsdata.txt to determine how the superseded data were derived.
 EW3068
 EW3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU417480(NAD 83)
 EW3068_MARKER: DD = SURVEY DISK
 EW3068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3068_SP_SET: CULVERT
 EW3068_STAMPING: BM 208-1 1968 5869
 EW3068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3068
 EW3068  HISTORY     - Date     Condition        Report By
 EW3068  HISTORY     - 1968     MONUMENTED       CA-037
 EW3068  HISTORY     - 1971     GOOD             NGS
 EW3068
 EW3068                          STATION DESCRIPTION
 EW3068
 EW3068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3068'2 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3068'1.95 MILES NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL
 EW3068'LAKE FIRE STATION, 0.25 MILE SOUTHEAST OF THE JUNCTION OF STATE
 EW3068'HIGHWAY 138, IN THE TOP AND 1.1 FEET NORTHWEST OF THE SOUTHEAST
 EW3068'END OF THE SOUTHWEST HEAD WALL OF CONCRETE BOX CULVERT 0.50,
 EW3068'26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 EW3068'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9060 ***********************************************************************
 EW9060  DESIGNATION -  208 19 A LA CO
 EW9060  PID         -  EW9060
 EW9060  STATE/COUNTY-  CA/LOS ANGELES
 EW9060  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW9060
 EW9060                         *CURRENT SURVEY CONTROL
 EW9060  ___________________________________________________________________
 EW9060* NAD 83(1986)-  34 42 36.     (N)    118 43 03.     (W)     SCALED    
 EW9060* NAVD 88     -      1150.29   (+/-2cm)    3773.9    (feet)  VERTCON   
 EW9060  ___________________________________________________________________
 EW9060  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW9060  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9060
 EW9060.The horizontal coordinates were scaled from a topographic map and have
 EW9060.an estimated accuracy of +/- 6 seconds.
 EW9060
 EW9060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9060.The vertical order pertains to the NGVD 29 superseded value.
 EW9060
 EW9060.The geoid height was determined by GEOID03.
 EW9060
 EW9060;                    North         East    Units  Estimated Accuracy
 EW9060;SPC CA 5     -   634,450.    1,934,280.      MT  (+/- 180 meters Scaled)
 EW9060
 EW9060                          SUPERSEDED SURVEY CONTROL
 EW9060
 EW9060  NGVD 29 (??/??/92) 1149.39   (m)         3771.0    (f) COMPUTED    1 1
 EW9060
 EW9060.Superseded values are not recommended for survey control.
 EW9060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9060.See file dsdata.txt to determine how the superseded data were derived.
 EW9060
 EW9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU427422(NAD 83)
 EW9060_MARKER: DD = SURVEY DISK
 EW9060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW9060_STAMPING: B.M. 208-19A 1973 RE 7078
 EW9060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9060+STABILITY: SURFACE MOTION
 EW9060
 EW9060  HISTORY     - Date     Condition        Report By
 EW9060  HISTORY     - 1973     MONUMENTED       CA-037
 EW9060
 EW9060                          STATION DESCRIPTION
 EW9060
 EW9060'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9060'10.0 MI SE FROM GORMAN.
 EW9060'ON THE OLD RIDGE ROUTE HIGHWAY, 3.85 MILES SOUTHERLY OF THE QUAIL LAKE
 EW9060'FIRE PATROL STATION, EAST OF A CURVE CONCAVE TO THE WEST.  58.0 FEET
 EW9060'EASTERLY OF THE APPROXIMATE CENTER OF PAVEMENT.  SET IN A 12-INCH BY
 EW9060'12-INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND. A 2-INCH
 EW9060'DIAMETER MARKER PIPE IS 2.0 FEET WESTERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3067 ***********************************************************************
 EW3067  DESIGNATION -  208 2 LA CO
 EW3067  PID         -  EW3067
 EW3067  STATE/COUNTY-  CA/LOS ANGELES
 EW3067  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3067
 EW3067                         *CURRENT SURVEY CONTROL
 EW3067  ___________________________________________________________________
 EW3067* NAD 83(1986)-  34 45 38.     (N)    118 43 32.     (W)     SCALED    
 EW3067* NAVD 88     -      1070.55   (+/-2cm)    3512.3    (feet)  VERTCON   
 EW3067  ___________________________________________________________________
 EW3067  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW3067  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3067
 EW3067.The horizontal coordinates were scaled from a topographic map and have
 EW3067.an estimated accuracy of +/- 6 seconds.
 EW3067
 EW3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3067.The vertical order pertains to the NGVD 29 superseded value.
 EW3067
 EW3067.The geoid height was determined by GEOID03.
 EW3067
 EW3067;                    North         East    Units  Estimated Accuracy
 EW3067;SPC CA 5     -   640,070.    1,933,580.      MT  (+/- 180 meters Scaled)
 EW3067
 EW3067                          SUPERSEDED SURVEY CONTROL
 EW3067
 EW3067  NGVD 29 (??/??/92) 1069.637  (m)         3509.30   (f) ADJ UNCH    1 1
 EW3067
 EW3067.Superseded values are not recommended for survey control.
 EW3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3067.See file dsdata.txt to determine how the superseded data were derived.
 EW3067
 EW3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU420478(NAD 83)
 EW3067_MARKER: DD = SURVEY DISK
 EW3067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3067_SP_SET: CULVERT
 EW3067_STAMPING: BM 208-2 1968 5869
 EW3067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3067
 EW3067  HISTORY     - Date     Condition        Report By
 EW3067  HISTORY     - 1968     MONUMENTED       CA-037
 EW3067  HISTORY     - 1971     GOOD             NGS
 EW3067
 EW3067                          STATION DESCRIPTION
 EW3067
 EW3067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3067'1.8 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3067'1.75 MILES NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL
 EW3067'LAKE FIRE STATION, ABOUT MIDWAY BETWEEN TWO CUTS, IN THE TOP AND
 EW3067'3.9 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 EW3067'WALL OF LARGE CONCRETE BOX CULVERT 0.70, 27 1/2 FEET SOUTHWEST
 EW3067'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 6 FEET LOWER THAN THE
 EW3067'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9061 ***********************************************************************
 EW9061  DESIGNATION -  208 20 A LA CO
 EW9061  PID         -  EW9061
 EW9061  STATE/COUNTY-  CA/LOS ANGELES
 EW9061  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW9061
 EW9061                         *CURRENT SURVEY CONTROL
 EW9061  ___________________________________________________________________
 EW9061* NAD 83(1986)-  34 42 25.     (N)    118 43 09.     (W)     SCALED    
 EW9061* NAVD 88     -      1141.24   (+/-2cm)    3744.2    (feet)  VERTCON   
 EW9061  ___________________________________________________________________
 EW9061  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EW9061  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9061
 EW9061.The horizontal coordinates were scaled from a topographic map and have
 EW9061.an estimated accuracy of +/- 6 seconds.
 EW9061
 EW9061.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9061.The vertical order pertains to the NGVD 29 superseded value.
 EW9061
 EW9061.The geoid height was determined by GEOID03.
 EW9061
 EW9061;                    North         East    Units  Estimated Accuracy
 EW9061;SPC CA 5     -   634,120.    1,934,120.      MT  (+/- 180 meters Scaled)
 EW9061
 EW9061                          SUPERSEDED SURVEY CONTROL
 EW9061
 EW9061  NGVD 29 (??/??/92) 1140.34   (m)         3741.3    (f) COMPUTED    1 1
 EW9061
 EW9061.Superseded values are not recommended for survey control.
 EW9061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9061.See file dsdata.txt to determine how the superseded data were derived.
 EW9061
 EW9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU425418(NAD 83)
 EW9061_MARKER: DD = SURVEY DISK
 EW9061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9061_SP_SET: CATCH BASIN
 EW9061_STAMPING: B.M. 208-20A, 173,R.E. 7078
 EW9061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9061
 EW9061  HISTORY     - Date     Condition        Report By
 EW9061  HISTORY     - UNK      MONUMENTED       CA-037
 EW9061  HISTORY     - 1973     GOOD             CA-037
 EW9061
 EW9061                          STATION DESCRIPTION
 EW9061
 EW9061'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9061'10.3 MI SE FROM GORMAN.
 EW9061'ON THE OLD RIDGE ROUTE HIGHWAY, 4.15 MILES SOUTHERLY OF THE QUAIL LAKE
 EW9061'FIRE PATROL STATION, SET IN A 6.0-FOOT BY 20-INCH CONCRETE CATCH
 EW9061'BASIN.  12.6 FEET NORTHERLY OF THE APPROXIMATE CENTER OF PAVEMENT,
 EW9061'18.0 FEET SOUTHWESTERLY OF A BOAT SPIKE AND WASHER, UP 3.0 FEET, IN A
 EW9061'SANDSTONE CUT BANK, 1.2 FEET NORTH OF THE NORTH EDGE OF PAVEMENT, 2.3
 EW9061'FEET EAST OF THE WEST EDGE OF THE CONCRETE CATCH BASIN.  A 2-INCH
 EW9061'DIAMETER MARKER PIPE IS 5.0 FEET NORTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9062 ***********************************************************************
 EW9062  DESIGNATION -  208 25 A LA CO
 EW9062  PID         -  EW9062
 EW9062  STATE/COUNTY-  CA/LOS ANGELES
 EW9062  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW9062
 EW9062                         *CURRENT SURVEY CONTROL
 EW9062  ___________________________________________________________________
 EW9062* NAD 83(1986)-  34 41 45.     (N)    118 43 17.     (W)     SCALED    
 EW9062* NAVD 88     -      1149.62   (+/-2cm)    3771.7    (feet)  VERTCON   
 EW9062  ___________________________________________________________________
 EW9062  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 EW9062  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9062
 EW9062.The horizontal coordinates were scaled from a topographic map and have
 EW9062.an estimated accuracy of +/- 6 seconds.
 EW9062
 EW9062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9062.The vertical order pertains to the NGVD 29 superseded value.
 EW9062
 EW9062.The geoid height was determined by GEOID03.
 EW9062
 EW9062;                    North         East    Units  Estimated Accuracy
 EW9062;SPC CA 5     -   632,890.    1,933,910.      MT  (+/- 180 meters Scaled)
 EW9062
 EW9062                          SUPERSEDED SURVEY CONTROL
 EW9062
 EW9062  NGVD 29 (??/??/92) 1148.73   (m)         3768.8    (f) COMPUTED    1 1
 EW9062
 EW9062.Superseded values are not recommended for survey control.
 EW9062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9062.See file dsdata.txt to determine how the superseded data were derived.
 EW9062
 EW9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU423406(NAD 83)
 EW9062_MARKER: DD = SURVEY DISK
 EW9062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW9062_STAMPING: BM 208-25A, 1973 RE 7078
 EW9062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9062+STABILITY: SURFACE MOTION
 EW9062
 EW9062  HISTORY     - Date     Condition        Report By
 EW9062  HISTORY     - 1973     MONUMENTED       CA-037
 EW9062
 EW9062                          STATION DESCRIPTION
 EW9062
 EW9062'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9062'10.7 MI SE FROM GORMAN.
 EW9062'ON THE OLD RIDGE ROUTE HIGHWAY, 5.60 MILES SOUTHERLY OF THE QUAIL LAKE
 EW9062'FIRE STATION, 60 FEET NORTHWESTERLY OF THE APPROXIMATE CENTER OF
 EW9062'PAVEMENT.  SET IN A 12-INCH BY 12-INCH CONCRETE POST PROJECTING 6
 EW9062'INCHES ABOVE THE GROUND.  A 2-INCH DIAMETER MARKER PIPE IS 2.0 FEET
 EW9062'SOUTHEASTERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2837 ***********************************************************************
 EW2837  DESIGNATION -  208 28 A LA CO
 EW2837  PID         -  EW2837
 EW2837  STATE/COUNTY-  CA/LOS ANGELES
 EW2837  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW2837
 EW2837                         *CURRENT SURVEY CONTROL
 EW2837  ___________________________________________________________________
 EW2837* NAD 83(1986)-  34 40 58.     (N)    118 43 47.     (W)     SCALED    
 EW2837* NAVD 88     -      1104.99   (+/-2cm)    3625.3    (feet)  VERTCON   
 EW2837  ___________________________________________________________________
 EW2837  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EW2837  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2837
 EW2837.The horizontal coordinates were scaled from a topographic map and have
 EW2837.an estimated accuracy of +/- 6 seconds.
 EW2837
 EW2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2837.The vertical order pertains to the NGVD 29 superseded value.
 EW2837
 EW2837.The geoid height was determined by GEOID03.
 EW2837
 EW2837;                    North         East    Units  Estimated Accuracy
 EW2837;SPC CA 5     -   631,440.    1,933,140.      MT  (+/- 180 meters Scaled)
 EW2837
 EW2837                          SUPERSEDED SURVEY CONTROL
 EW2837
 EW2837  NGVD 29 (??/??/92) 1104.109  (m)         3622.40   (f) ADJ UNCH    1 1
 EW2837
 EW2837.Superseded values are not recommended for survey control.
 EW2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2837.See file dsdata.txt to determine how the superseded data were derived.
 EW2837
 EW2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU415392(NAD 83)
 EW2837_MARKER: DD = SURVEY DISK
 EW2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2837_STAMPING: BM 208-28A 1968 5869
 EW2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2837+STABILITY: SURFACE MOTION
 EW2837
 EW2837  HISTORY     - Date     Condition        Report By
 EW2837  HISTORY     - 1968     MONUMENTED       CA-037
 EW2837  HISTORY     - 1971     GOOD             NGS
 EW2837
 EW2837                          STATION DESCRIPTION
 EW2837
 EW2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2837'6.8 MI S FROM QUAIL LAKE FIRE STATION.
 EW2837'6.8 MILES SOUTH ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL LAKE
 EW2837'FIRE STATION, ON THE OUTSIDE OF A SHARP CURVE, AT A TURNOUT, AT
 EW2837'THE JUNCTION OF A ROAD SOUTHEAST AND DOWN HILL TO A LARGE FLAT
 EW2837'AREA, AT THE CROSSING OF THE EAST ONE OF TWO POWER LINES, 85
 EW2837'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 EW2837'SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 101.6 FEET
 EW2837'SOUTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK S 53, 2.0 FEET
 EW2837'SOUTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE HIGHWAY AND IN
 EW2837'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9063 ***********************************************************************
 EW9063  DESIGNATION -  208 33 F LA CO
 EW9063  PID         -  EW9063
 EW9063  STATE/COUNTY-  CA/LOS ANGELES
 EW9063  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW9063
 EW9063                         *CURRENT SURVEY CONTROL
 EW9063  ___________________________________________________________________
 EW9063* NAD 83(1986)-  34 39 45.     (N)    118 43 29.     (W)     SCALED    
 EW9063* NAVD 88     -      1193.34   (+/-2cm)    3915.1    (feet)  VERTCON   
 EW9063  ___________________________________________________________________
 EW9063  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 EW9063  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9063
 EW9063.The horizontal coordinates were scaled from a topographic map and have
 EW9063.an estimated accuracy of +/- 6 seconds.
 EW9063
 EW9063.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9063.The vertical order pertains to the NGVD 29 superseded value.
 EW9063
 EW9063.The geoid height was determined by GEOID03.
 EW9063
 EW9063;                    North         East    Units  Estimated Accuracy
 EW9063;SPC CA 5     -   629,190.    1,933,580.      MT  (+/- 180 meters Scaled)
 EW9063
 EW9063                          SUPERSEDED SURVEY CONTROL
 EW9063
 EW9063  NGVD 29 (??/??/92) 1192.47   (m)         3912.3    (f) COMPUTED    1 1
 EW9063
 EW9063.Superseded values are not recommended for survey control.
 EW9063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9063.See file dsdata.txt to determine how the superseded data were derived.
 EW9063
 EW9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU419369(NAD 83)
 EW9063_MARKER: DD = SURVEY DISK
 EW9063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW9063_SP_SET: CONCRETE TANK
 EW9063_STAMPING: BM 208-33F, 1973 RE 7078
 EW9063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9063
 EW9063  HISTORY     - Date     Condition        Report By
 EW9063  HISTORY     - 1973     MONUMENTED       CA-037
 EW9063
 EW9063                          STATION DESCRIPTION
 EW9063
 EW9063'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9063'11.6 MI SE FROM GORMAN.
 EW9063'OLD RIDGE ROUTE ABOUT 8.85 MILES SOUTHERLY ALONG THE OLD RIDGE ROUTE
 EW9063'FROM THE LOS ANGELES COUNTY QUAIL LAKE FIRE STATION AT THE PINE CANYON
 EW9063'ROAD JUNCTION, TO RESERVOIR SUMMIT ROAD, 152.5 FEET SOUTHEASTERLY OF
 EW9063'THE INTERSECTION OF THE TWO ROADS, 96.0 FEET SOUTH OF THE APPROXIMATE
 EW9063'CENTER LINE OF THE OLD RIDGE ROUTE, ON TOP OF A 15-3/4-INCH DIAMETER
 EW9063'LOS ANGELES COUNTY FIRE DEPARTMENT CONCRETE WATER TANK. SET IN A DRILL
 EW9063'HOLE IN THE TOP OF THE CONCRETE TANK 0.85 FEET EAST OF THE WEST EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3065 ***********************************************************************
 EW3065  DESIGNATION -  208 4 LA CO
 EW3065  PID         -  EW3065
 EW3065  STATE/COUNTY-  CA/LOS ANGELES
 EW3065  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3065
 EW3065                         *CURRENT SURVEY CONTROL
 EW3065  ___________________________________________________________________
 EW3065* NAD 83(1986)-  34 45 24.     (N)    118 43 04.     (W)     SCALED    
 EW3065* NAVD 88     -      1118.79   (+/-2cm)    3670.6    (feet)  VERTCON   
 EW3065  ___________________________________________________________________
 EW3065  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW3065  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3065
 EW3065.The horizontal coordinates were scaled from a topographic map and have
 EW3065.an estimated accuracy of +/- 6 seconds.
 EW3065
 EW3065.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3065.The vertical order pertains to the NGVD 29 superseded value.
 EW3065
 EW3065.The geoid height was determined by GEOID03.
 EW3065
 EW3065;                    North         East    Units  Estimated Accuracy
 EW3065;SPC CA 5     -   639,630.    1,934,290.      MT  (+/- 180 meters Scaled)
 EW3065
 EW3065                          SUPERSEDED SURVEY CONTROL
 EW3065
 EW3065  NGVD 29 (??/??/92) 1117.872  (m)         3667.55   (f) ADJ UNCH    1 1
 EW3065
 EW3065.Superseded values are not recommended for survey control.
 EW3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3065.See file dsdata.txt to determine how the superseded data were derived.
 EW3065
 EW3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU427474(NAD 83)
 EW3065_MARKER: DD = SURVEY DISK
 EW3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3065_STAMPING: BM 208-4 1968 5869
 EW3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3065+STABILITY: SURFACE MOTION
 EW3065
 EW3065  HISTORY     - Date     Condition        Report By
 EW3065  HISTORY     - 1968     MONUMENTED       CA-037
 EW3065  HISTORY     - 1971     GOOD             NGS
 EW3065
 EW3065                          STATION DESCRIPTION
 EW3065
 EW3065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3065'1.2 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3065'1.25 MILES NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL
 EW3065'LAKE FIRE STATION, ON THE OUTSIDE OF A CURVE, 109 FEET WEST AND
 EW3065'ACROSS THE HIGHWAY FROM NORTHWEST END OF WOODEN GUARD RAIL, 50
 EW3065'FEET SOUTH OF THE SOUTHEAST END OF A WOODEN GUARD RAIL ALONG THE
 EW3065'SOUTHWEST SIDE OF THE HIGHWAY, 12 1/2 FEET SOUTHEAST OF A 60-INCH
 EW3065'OAK TREE, 43 1/2 FEET WEST OF A 24-INCH OAK TREE, 59 FEET
 EW3065'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52.3 FEET
 EW3065'SOUTH-SOUTHEAST OF SOUTHEAST END OF THE SOUTHWEST CONCRETE
 EW3065'HEAD WALL OF A BOX CULVERT, 2.5 FEET SOUTH OF A WITNESS POST,
 EW3065'1 FOOT HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE
 EW3065'POST WHICH PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9064 ***********************************************************************
 EW9064  DESIGNATION -  208 42 A LA CO
 EW9064  PID         -  EW9064
 EW9064  STATE/COUNTY-  CA/LOS ANGELES
 EW9064  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW9064
 EW9064                         *CURRENT SURVEY CONTROL
 EW9064  ___________________________________________________________________
 EW9064* NAD 83(1986)-  34 37 55.     (N)    118 42 37.     (W)     SCALED    
 EW9064* NAVD 88     -       960.97   (+/-2cm)    3152.8    (feet)  VERTCON   
 EW9064  ___________________________________________________________________
 EW9064  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 EW9064  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9064
 EW9064.The horizontal coordinates were scaled from a topographic map and have
 EW9064.an estimated accuracy of +/- 6 seconds.
 EW9064
 EW9064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9064.The vertical order pertains to the NGVD 29 superseded value.
 EW9064
 EW9064.The geoid height was determined by GEOID03.
 EW9064
 EW9064;                    North         East    Units  Estimated Accuracy
 EW9064;SPC CA 5     -   625,790.    1,934,880.      MT  (+/- 180 meters Scaled)
 EW9064
 EW9064                          SUPERSEDED SURVEY CONTROL
 EW9064
 EW9064  NGVD 29 (??/??/92)  960.12   (m)         3150.0    (f) COMPUTED    1 1
 EW9064
 EW9064.Superseded values are not recommended for survey control.
 EW9064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9064.See file dsdata.txt to determine how the superseded data were derived.
 EW9064
 EW9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU432335(NAD 83)
 EW9064_MARKER: DD = SURVEY DISK
 EW9064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW9064_STAMPING: BM 208-42A 1973 RE 7078
 EW9064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9064+STABILITY: SURFACE MOTION
 EW9064
 EW9064  HISTORY     - Date     Condition        Report By
 EW9064  HISTORY     - 1973     MONUMENTED       CA-037
 EW9064
 EW9064                          STATION DESCRIPTION
 EW9064
 EW9064'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9064'13.9 MI SE FROM GORMAN.
 EW9064'ON THE OLD RIDGE ROUTE HIGHWAY, 12.6 MILES SOUTHERLY OF QUAIL LAKE
 EW9064'FIRE STATION, 6.35 MILES NORTHERLY OF TEMPLIN HIGHWAY, 30.0 FEET
 EW9064'NORTHEASTERLY OF THE APPROXIMATE CENTER OF PAVEMENT, 84.0 FEET
 EW9064'NORTHWESTERLY OF THE NORTHWEST CORNER OF A 2.5 FEET BY 2.5 FEET
 EW9064'CONCRETE VALVE BOX.  SET IN A 12-INCH BY 12-INCH CONCRETE POST
 EW9064'PROJECTING 6 INCHES ABOVE THE GROUND.  A 2-INCH DIAMETER MARKER PIPE
 EW9064'IS 2.0 FEET SOUTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6763 ***********************************************************************
 EW6763  DESIGNATION -  208 47 A LA CO
 EW6763  PID         -  EW6763
 EW6763  STATE/COUNTY-  CA/LOS ANGELES
 EW6763  USGS QUAD   -  WHITAKER PEAK (1988)
 EW6763
 EW6763                         *CURRENT SURVEY CONTROL
 EW6763  ___________________________________________________________________
 EW6763* NAD 83(1986)-  34 36 18.     (N)    118 41 05.     (W)     SCALED    
 EW6763* NAVD 88     -       952.86   (+/-2cm)    3126.2    (feet)  VERTCON   
 EW6763  ___________________________________________________________________
 EW6763  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 EW6763  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6763
 EW6763.The horizontal coordinates were scaled from a topographic map and have
 EW6763.an estimated accuracy of +/- 6 seconds.
 EW6763
 EW6763.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6763.The vertical order pertains to the NGVD 29 superseded value.
 EW6763
 EW6763.The geoid height was determined by GEOID03.
 EW6763
 EW6763;                    North         East    Units  Estimated Accuracy
 EW6763;SPC CA 5     -   622,790.    1,937,200.      MT  (+/- 180 meters Scaled)
 EW6763
 EW6763                          SUPERSEDED SURVEY CONTROL
 EW6763
 EW6763  NGVD 29 (??/??/92)  952.00   (m)         3123.4    (f) COMPUTED    1 1
 EW6763
 EW6763.Superseded values are not recommended for survey control.
 EW6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6763.See file dsdata.txt to determine how the superseded data were derived.
 EW6763
 EW6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU455305(NAD 83)
 EW6763_MARKER: DD = SURVEY DISK
 EW6763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6763_STAMPING: BM 208-47A 1973 RE 7078
 EW6763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6763+STABILITY: SURFACE MOTION
 EW6763
 EW6763  HISTORY     - Date     Condition        Report By
 EW6763  HISTORY     - 1973     MONUMENTED       CA-037
 EW6763
 EW6763                          STATION DESCRIPTION
 EW6763
 EW6763'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6763'8.5 MI NNW FROM CASTAIC.
 EW6763'ON THE OLD RIDGE ROUTE HIGHWAY, 15.95 MILES SOUTHERLY OF THE QUAIL
 EW6763'LAKE FIRE STATION, 3.0 MILES NORTHERLY OF TEMPLIN HIGHWAY, 39.0 FEET
 EW6763'WEST OF THE APPROXIMATE CENTER OF PAVEMENT OF A CURVE CONCAVE TO THE
 EW6763'EAST.  SET IN A 12-INCH BY 12-INCH CONCRETE POST PROJECTING 6 INCHES
 EW6763'ABOVE THE GROUND.  A 2-INCH DIAMETER MARKER PIPE IS 2.0 FEET EASTERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3064 ***********************************************************************
 EW3064  DESIGNATION -  208 5 LA CO
 EW3064  PID         -  EW3064
 EW3064  STATE/COUNTY-  CA/LOS ANGELES
 EW3064  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3064
 EW3064                         *CURRENT SURVEY CONTROL
 EW3064  ___________________________________________________________________
 EW3064* NAD 83(1986)-  34 45 19.     (N)    118 42 53.     (W)     SCALED    
 EW3064* NAVD 88     -      1149.52   (+/-2cm)    3771.4    (feet)  VERTCON   
 EW3064  ___________________________________________________________________
 EW3064  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW3064  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3064
 EW3064.The horizontal coordinates were scaled from a topographic map and have
 EW3064.an estimated accuracy of +/- 6 seconds.
 EW3064
 EW3064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3064.The vertical order pertains to the NGVD 29 superseded value.
 EW3064
 EW3064.The geoid height was determined by GEOID03.
 EW3064
 EW3064;                    North         East    Units  Estimated Accuracy
 EW3064;SPC CA 5     -   639,470.    1,934,570.      MT  (+/- 180 meters Scaled)
 EW3064
 EW3064                          SUPERSEDED SURVEY CONTROL
 EW3064
 EW3064  NGVD 29 (??/??/92) 1148.60   (m)         3768.4    (f) COMPUTED    1 1
 EW3064
 EW3064.Superseded values are not recommended for survey control.
 EW3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3064.See file dsdata.txt to determine how the superseded data were derived.
 EW3064
 EW3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU430472(NAD 83)
 EW3064_MARKER: DD = SURVEY DISK
 EW3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3064_STAMPING: BM 208-5 1968 5869
 EW3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3064+STABILITY: SURFACE MOTION
 EW3064
 EW3064  HISTORY     - Date     Condition        Report By
 EW3064  HISTORY     - 1968     MONUMENTED       CA-037
 EW3064  HISTORY     - 1971     GOOD             NGS
 EW3064
 EW3064                          STATION DESCRIPTION
 EW3064
 EW3064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3064'0.9 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3064'0.9 MILE NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL LAKE
 EW3064'FIRE STATION, AT THE WEST END OF A SHARP CURVE, 29 FEET NORTH
 EW3064'OF THE CENTER LINE OF THE HIGHWAY, 116.6 FEET NORTHEAST AND
 EW3064'ACROSS THE HIGHWAY FROM THE EAST END OF THE SOUTH CONCRETE
 EW3064'HEAD WALL OF 24-INCH PIPE CULVERT, 2.0 FEET NORTH OF A WITNESS
 EW3064'POST, 2.1 FEET WEST OF A WITNESS POST, 2 FEET HIGHER THAN THE
 EW3064'HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2783 ***********************************************************************
 EW2783  DESIGNATION -  208 54
 EW2783  PID         -  EW2783
 EW2783  STATE/COUNTY-  CA/LOS ANGELES
 EW2783  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2783
 EW2783                         *CURRENT SURVEY CONTROL
 EW2783  ___________________________________________________________________
 EW2783* NAD 83(1986)-  34 33 56.     (N)    118 39 35.     (W)     SCALED    
 EW2783* NAVD 88     -       829.740  (meters)    2722.24   (feet)  ADJUSTED  
 EW2783  ___________________________________________________________________
 EW2783  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 EW2783  DYNAMIC HT  -         828.771 (meters)    2719.06  (feet)  COMP
 EW2783  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 EW2783
 EW2783  VERT ORDER  -  FIRST     CLASS I
 EW2783
 EW2783.The horizontal coordinates were scaled from a topographic map and have
 EW2783.an estimated accuracy of +/- 6 seconds.
 EW2783
 EW2783.The orthometric height was determined by differential leveling
 EW2783.and adjusted in June 1995.
 EW2783
 EW2783.The geoid height was determined by GEOID03.
 EW2783
 EW2783.The dynamic height is computed by dividing the NAVD 88
 EW2783.geopotential number by the normal gravity value computed on the
 EW2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2783.degrees latitude (g = 980.6199 gals.).
 EW2783
 EW2783.The modeled gravity was interpolated from observed gravity values.
 EW2783
 EW2783;                    North         East    Units  Estimated Accuracy
 EW2783;SPC CA 5     -   618,400.    1,939,460.      MT  (+/- 180 meters Scaled)
 EW2783
 EW2783                          SUPERSEDED SURVEY CONTROL
 EW2783
 EW2783  NAVD 88 (06/15/91)  829.734  (m)         2722.22   (f) UNKNOWN     1 1
 EW2783  NGVD 29 (??/??/92)  828.908  (m)         2719.51   (f) ADJ UNCH    1 1
 EW2783
 EW2783.Superseded values are not recommended for survey control.
 EW2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2783.See file dsdata.txt to determine how the superseded data were derived.
 EW2783
 EW2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU477261(NAD 83)
 EW2783_MARKER: DD = SURVEY DISK
 EW2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2783_SP_SET: CONCRETE POST
 EW2783_STAMPING: BM 208-54 1968 5869
 EW2783_MARK LOGO: CA-037
 EW2783_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2783+STABILITY: SURFACE MOTION
 EW2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2783+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW2783
 EW2783  HISTORY     - Date     Condition        Report By
 EW2783  HISTORY     - 1968     MONUMENTED       CA-037
 EW2783  HISTORY     - 1971     GOOD             NGS
 EW2783  HISTORY     - 1978     GOOD             NGS
 EW2783  HISTORY     - 1983     GOOD             USGS
 EW2783  HISTORY     - 1984     GOOD             NGS
 EW2783  HISTORY     - 1985     GOOD             NGS
 EW2783  HISTORY     - 1986     GOOD             NGS
 EW2783  HISTORY     - 1987     GOOD             NGS
 EW2783  HISTORY     - 19940720 GOOD             NGS
 EW2783
 EW2783                          STATION DESCRIPTION
 EW2783
 EW2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2783'6.8 MI N FROM CASTAIC.
 EW2783'6.8 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2783'SCHOOL AT CASTAIC, ON THE OUTSIDE OF A SHARP CURVE, AT THE
 EW2783'NORTH CORNER OF A CYCLONE FENCE AROUND A STUCCOED RANCHHOUSE,
 EW2783'85 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST
 EW2783'OF A POWER POLE BEARING A TRANSFORMER AND A GUY WIRE, 16 1/2 FEET
 EW2783'NORTH OF THE FENCE CORNER, 2.4 FEET WEST OF A WITNESS POST,
 EW2783'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EW2783'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 35, T6N, R17W.
 EW2783
 EW2783                          STATION RECOVERY (1978)
 EW2783
 EW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2783'RECOVERED IN GOOD CONDITION.
 EW2783
 EW2783                          STATION RECOVERY (1983)
 EW2783
 EW2783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2783'RECOVERED IN GOOD CONDITION.
 EW2783
 EW2783                          STATION RECOVERY (1984)
 EW2783
 EW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2783'RECOVERED IN GOOD CONDITION.
 EW2783
 EW2783                          STATION RECOVERY (1985)
 EW2783
 EW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2783'RECOVERED IN GOOD CONDITION.
 EW2783
 EW2783                          STATION RECOVERY (1986)
 EW2783
 EW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2783'RECOVERED IN GOOD CONDITION.
 EW2783
 EW2783                          STATION RECOVERY (1987)
 EW2783
 EW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2783'RECOVERED IN GOOD CONDITION.
 EW2783
 EW2783                          STATION RECOVERY (1994)
 EW2783
 EW2783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2783'11.1 KM (6.90 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION
 EW2783'OF INTERSTATE HIGHWAY 5 IN CASTAIC, 26.0 M (85.3 FT) WEST OF THE
 EW2783'CENTERLINE OF THE ROAD, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE, 1.5 M
 EW2783'(4.9 FT) NORTHWEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 EW2783'ENCLOSING A RANCH HOUSE, 0.7 M (2.3 FT) WEST OF A WITNESS POST, AND
 EW2783'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2781 ***********************************************************************
 EW2781  DESIGNATION -  208 56
 EW2781  PID         -  EW2781
 EW2781  STATE/COUNTY-  CA/LOS ANGELES
 EW2781  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2781
 EW2781                         *CURRENT SURVEY CONTROL
 EW2781  ___________________________________________________________________
 EW2781* NAD 83(1986)-  34 33 32.     (N)    118 39 28.     (W)     SCALED    
 EW2781* NAVD 88     -       775.340  (meters)    2543.76   (feet)  READJUSTED
 EW2781  ___________________________________________________________________
 EW2781  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 EW2781  DYNAMIC HT  -         774.440 (meters)    2540.81  (feet)  COMP
 EW2781  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 EW2781
 EW2781  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2781
 EW2781.The horizontal coordinates were scaled from a topographic map and have
 EW2781.an estimated accuracy of +/- 6 seconds.
 EW2781
 EW2781.The orthometric height was determined by differential leveling
 EW2781.and adjusted in February 1993.
 EW2781.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2781.distribution rate of 2.1 thru 3.0 mm/km.
 EW2781.The height was derived from older observations constrained to new
 EW2781.heights in a crustal motion area.  The height is approximate in
 EW2781.relation to other heights in its vicinity.
 EW2781
 EW2781.The geoid height was determined by GEOID03.
 EW2781
 EW2781.The dynamic height is computed by dividing the NAVD 88
 EW2781.geopotential number by the normal gravity value computed on the
 EW2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2781.degrees latitude (g = 980.6199 gals.).
 EW2781
 EW2781.The modeled gravity was interpolated from observed gravity values.
 EW2781
 EW2781;                    North         East    Units  Estimated Accuracy
 EW2781;SPC CA 5     -   617,650.    1,939,640.      MT  (+/- 180 meters Scaled)
 EW2781
 EW2781                          SUPERSEDED SURVEY CONTROL
 EW2781
 EW2781  NGVD 29 (??/??/92)  774.518  (m)         2541.06   (f) ADJ UNCH    1 1
 EW2781
 EW2781.Superseded values are not recommended for survey control.
 EW2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2781.See file dsdata.txt to determine how the superseded data were derived.
 EW2781
 EW2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU479253(NAD 83)
 EW2781_MARKER: DD = SURVEY DISK
 EW2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2781_SP_SET: CONCRETE POST
 EW2781_STAMPING: BM 208-56 1968 5869
 EW2781_MARK LOGO: CA-037
 EW2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2781+STABILITY: SURFACE MOTION
 EW2781
 EW2781  HISTORY     - Date     Condition        Report By
 EW2781  HISTORY     - 1968     MONUMENTED       CA-037
 EW2781  HISTORY     - 1971     GOOD             NGS
 EW2781  HISTORY     - 1978     GOOD             NGS
 EW2781  HISTORY     - 1983     GOOD             USGS
 EW2781  HISTORY     - 1984     GOOD             NGS
 EW2781  HISTORY     - 1985     GOOD             NGS
 EW2781  HISTORY     - 1986     GOOD             NGS
 EW2781  HISTORY     - 1987     MARK NOT FOUND   NGS
 EW2781
 EW2781                          STATION DESCRIPTION
 EW2781
 EW2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2781'6.2 MI N FROM CASTAIC.
 EW2781'6.25 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2781'UNION SCHOOL AT CASTAIC, AT THE NORTH END OF A LARGE TURNOUT,
 EW2781'89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET
 EW2781'WEST-SOUTHWEST OF AN UNDERGROUND CROSSING OF ARCO PIPE LINE,
 EW2781'122 FEET SOUTHWEST OF POWER POLE 1902077E BEARING A TRANSFORMER,
 EW2781'38 1/2 FEET SOUTHWEST OF A METAL TELEPHONE BOX, 2.0 FEET WEST OF
 EW2781'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET
 EW2781'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EW2781'GROUND.  SECTION 3, T5N, R17W.
 EW2781
 EW2781                          STATION RECOVERY (1978)
 EW2781
 EW2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2781'ADD--AT PULLOUT AREA
 EW2781
 EW2781                          STATION RECOVERY (1983)
 EW2781
 EW2781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2781'RECOVERED IN GOOD CONDITION.
 EW2781
 EW2781                          STATION RECOVERY (1984)
 EW2781
 EW2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2781'RECOVERED IN GOOD CONDITION.
 EW2781
 EW2781                          STATION RECOVERY (1985)
 EW2781
 EW2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2781'RECOVERED IN GOOD CONDITION.
 EW2781
 EW2781                          STATION RECOVERY (1986)
 EW2781
 EW2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2781'RECOVERED IN GOOD CONDITION.
 EW2781
 EW2781                          STATION RECOVERY (1987)
 EW2781
 EW2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2781'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2780 ***********************************************************************
 EW2780  DESIGNATION -  208 57 LA CO
 EW2780  PID         -  EW2780
 EW2780  STATE/COUNTY-  CA/LOS ANGELES
 EW2780  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2780
 EW2780                         *CURRENT SURVEY CONTROL
 EW2780  ___________________________________________________________________
 EW2780* NAD 83(1986)-  34 33 18.     (N)    118 39 32.     (W)     SCALED    
 EW2780* NAVD 88     -       743.391  (meters)    2438.94   (feet)  READJUSTED
 EW2780  ___________________________________________________________________
 EW2780  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 EW2780  DYNAMIC HT  -         742.530 (meters)    2436.12  (feet)  COMP
 EW2780  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 EW2780
 EW2780  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2780
 EW2780.The horizontal coordinates were scaled from a topographic map and have
 EW2780.an estimated accuracy of +/- 6 seconds.
 EW2780
 EW2780.The orthometric height was determined by differential leveling
 EW2780.and adjusted in February 1993.
 EW2780.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2780.distribution rate of 2.1 thru 3.0 mm/km.
 EW2780.The height was derived from older observations constrained to new
 EW2780.heights in a crustal motion area.  The height is approximate in
 EW2780.relation to other heights in its vicinity.
 EW2780
 EW2780.The geoid height was determined by GEOID03.
 EW2780
 EW2780.The dynamic height is computed by dividing the NAVD 88
 EW2780.geopotential number by the normal gravity value computed on the
 EW2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2780.degrees latitude (g = 980.6199 gals.).
 EW2780
 EW2780.The modeled gravity was interpolated from observed gravity values.
 EW2780
 EW2780;                    North         East    Units  Estimated Accuracy
 EW2780;SPC CA 5     -   617,220.    1,939,530.      MT  (+/- 180 meters Scaled)
 EW2780
 EW2780                          SUPERSEDED SURVEY CONTROL
 EW2780
 EW2780  NGVD 29 (??/??/92)  742.569  (m)         2436.25   (f) ADJ UNCH    1 1
 EW2780
 EW2780.Superseded values are not recommended for survey control.
 EW2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2780.See file dsdata.txt to determine how the superseded data were derived.
 EW2780
 EW2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU478249(NAD 83)
 EW2780_MARKER: DD = SURVEY DISK
 EW2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2780_STAMPING: BM 208-57 1968 5869
 EW2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2780+STABILITY: SURFACE MOTION
 EW2780
 EW2780  HISTORY     - Date     Condition        Report By
 EW2780  HISTORY     - 1968     MONUMENTED       CA-037
 EW2780  HISTORY     - 1971     GOOD             NGS
 EW2780  HISTORY     - 1978     GOOD             NGS
 EW2780
 EW2780                          STATION DESCRIPTION
 EW2780
 EW2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2780'5.9 MI N FROM CASTAIC.
 EW2780'5.9 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2780'SCHOOL AT CASTAIC, AT THE CROSSING OF A POWER LINE, 42 FEET WEST
 EW2780'OF THE CENTER LINE OF THE HIGHWAY, 106 FEET SOUTHWEST OF THE
 EW2780'CENTER OF THE JUNCTION OF A ROAD NORTHWEST THROUGH A STEEL GATE,
 EW2780'6 FEET EAST OF A T JUNCTION POWER POLE WITH THREE GUY WIRES,
 EW2780'21.7 FEET SOUTHWEST OF THE BASE OF A GUY WIRE, 2.5 FEET EAST OF A
 EW2780'FENCE, 2.4 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER
 EW2780'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 EW2780'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 3, T 5 N, R 17 W.
 EW2780
 EW2780                          STATION RECOVERY (1978)
 EW2780
 EW2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2780'ADD--AT CULVERT NUMBER 3.08.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2777 ***********************************************************************
 EW2777  DESIGNATION -  208 59
 EW2777  PID         -  EW2777
 EW2777  STATE/COUNTY-  CA/LOS ANGELES
 EW2777  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2777
 EW2777                         *CURRENT SURVEY CONTROL
 EW2777  ___________________________________________________________________
 EW2777* NAD 83(1986)-  34 33 01.     (N)    118 39 16.     (W)     SCALED    
 EW2777* NAVD 88     -       703.121  (meters)    2306.82   (feet)  ADJUSTED  
 EW2777  ___________________________________________________________________
 EW2777  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 EW2777  DYNAMIC HT  -         702.315 (meters)    2304.18  (feet)  COMP
 EW2777  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 EW2777
 EW2777  VERT ORDER  -  FIRST     CLASS I
 EW2777
 EW2777.The horizontal coordinates were scaled from a topographic map and have
 EW2777.an estimated accuracy of +/- 6 seconds.
 EW2777
 EW2777.The orthometric height was determined by differential leveling
 EW2777.and adjusted in June 1995.
 EW2777
 EW2777.The geoid height was determined by GEOID03.
 EW2777
 EW2777.The dynamic height is computed by dividing the NAVD 88
 EW2777.geopotential number by the normal gravity value computed on the
 EW2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2777.degrees latitude (g = 980.6199 gals.).
 EW2777
 EW2777.The modeled gravity was interpolated from observed gravity values.
 EW2777
 EW2777;                    North         East    Units  Estimated Accuracy
 EW2777;SPC CA 5     -   616,700.    1,939,940.      MT  (+/- 180 meters Scaled)
 EW2777
 EW2777                          SUPERSEDED SURVEY CONTROL
 EW2777
 EW2777  NAVD 88 (06/15/91)  703.119  (m)         2306.82   (f) UNKNOWN     1 1
 EW2777  NGVD 29 (??/??/92)  702.300  (m)         2304.13   (f) ADJ UNCH    1 1
 EW2777
 EW2777.Superseded values are not recommended for survey control.
 EW2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2777.See file dsdata.txt to determine how the superseded data were derived.
 EW2777
 EW2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU482244(NAD 83)
 EW2777_MARKER: DD = SURVEY DISK
 EW2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2777_SP_SET: CONCRETE POST
 EW2777_STAMPING: BM 208-59 1968 5869
 EW2777_MARK LOGO: CA-037
 EW2777_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2777+STABILITY: SURFACE MOTION
 EW2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2777+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW2777
 EW2777  HISTORY     - Date     Condition        Report By
 EW2777  HISTORY     - 1968     MONUMENTED       CA-037
 EW2777  HISTORY     - 1971     GOOD             NGS
 EW2777  HISTORY     - 1978     GOOD             NGS
 EW2777  HISTORY     - 1983     GOOD             USGS
 EW2777  HISTORY     - 1984     GOOD             NGS
 EW2777  HISTORY     - 1985     GOOD             NGS
 EW2777  HISTORY     - 1986     GOOD             NGS
 EW2777  HISTORY     - 1987     GOOD             NGS
 EW2777  HISTORY     - 19940720 GOOD             NGS
 EW2777
 EW2777                          STATION DESCRIPTION
 EW2777
 EW2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2777'5.4 MI N FROM CASTAIC.
 EW2777'5.4 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2777'SCHOOL AT CASTAIC, AT THE CENTER OF A SMALL TANGENT, AT THE
 EW2777'SOUTH BASE OF A CUT BANK, 25 FEET NORTH OF THE CENTER LINE OF THE
 EW2777'HIGHWAY, 76.3 FEET WEST OF THE WEST END OF THE NORTH HEAD WALL
 EW2777'OF A 24-INCH PIPE CULVERT, 2.3 FEET NORTH OF A WITNESS POST,
 EW2777'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 EW2777'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION
 EW2777'3, T 5 N, R 17 W.
 EW2777
 EW2777                          STATION RECOVERY (1978)
 EW2777
 EW2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2777'ADD--AT CULVERT NUMBER 3.60.
 EW2777
 EW2777                          STATION RECOVERY (1983)
 EW2777
 EW2777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2777'RECOVERED IN GOOD CONDITION.
 EW2777
 EW2777                          STATION RECOVERY (1984)
 EW2777
 EW2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2777'RECOVERED IN GOOD CONDITION.
 EW2777
 EW2777                          STATION RECOVERY (1985)
 EW2777
 EW2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2777'RECOVERED IN GOOD CONDITION.
 EW2777
 EW2777                          STATION RECOVERY (1986)
 EW2777
 EW2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2777'RECOVERED IN GOOD CONDITION.
 EW2777
 EW2777                          STATION RECOVERY (1987)
 EW2777
 EW2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2777'RECOVERED IN GOOD CONDITION.
 EW2777
 EW2777                          STATION RECOVERY (1994)
 EW2777
 EW2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2777'8.9 KM (5.55 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2777'INTERSTATE HIGHWAY 5 IN CASTAIC, 40.0 M (131.2 FT) WEST OF THE SOUTH
 EW2777'END OF A SHARP CURVE TO THE NORTH, 7.7 M (25.3 FT) NORTH OF THE
 EW2777'CENTERLINE OF THE ROAD, 0.7 M (2.3 FT) NORTH OF A VERTICAL PIPE, 0.3 M
 EW2777'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH
 EW2777'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3063 ***********************************************************************
 EW3063  DESIGNATION -  208 6 LA CO
 EW3063  PID         -  EW3063
 EW3063  STATE/COUNTY-  CA/LOS ANGELES
 EW3063  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3063
 EW3063                         *CURRENT SURVEY CONTROL
 EW3063  ___________________________________________________________________
 EW3063* NAD 83(1986)-  34 45 09.     (N)    118 42 57.     (W)     SCALED    
 EW3063* NAVD 88     -      1166.34   (+/-2cm)    3826.6    (feet)  VERTCON   
 EW3063  ___________________________________________________________________
 EW3063  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW3063  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3063
 EW3063.The horizontal coordinates were scaled from a topographic map and have
 EW3063.an estimated accuracy of +/- 6 seconds.
 EW3063
 EW3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3063.The vertical order pertains to the NGVD 29 superseded value.
 EW3063
 EW3063.The geoid height was determined by GEOID03.
 EW3063
 EW3063;                    North         East    Units  Estimated Accuracy
 EW3063;SPC CA 5     -   639,170.    1,934,460.      MT  (+/- 180 meters Scaled)
 EW3063
 EW3063                          SUPERSEDED SURVEY CONTROL
 EW3063
 EW3063  NGVD 29 (??/??/92) 1165.42   (m)         3823.5    (f) COMPUTED    1 1
 EW3063
 EW3063.Superseded values are not recommended for survey control.
 EW3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3063.See file dsdata.txt to determine how the superseded data were derived.
 EW3063
 EW3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU429469(NAD 83)
 EW3063_MARKER: DD = SURVEY DISK
 EW3063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3063_SP_SET: CULVERT
 EW3063_STAMPING: BM 208-6 1968 5869
 EW3063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3063
 EW3063  HISTORY     - Date     Condition        Report By
 EW3063  HISTORY     - 1968     MONUMENTED       CA-037
 EW3063  HISTORY     - 1971     GOOD             NGS
 EW3063
 EW3063                          STATION DESCRIPTION
 EW3063
 EW3063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3063'0.7 MI NW FROM QUAIL LAKE FIRE STATION.
 EW3063'0.7 MILE NORTHWEST ALONG OLD RIDGE ROUTE HIGHWAY FROM QUAIL
 EW3063'LAKE FIRE STATION, 0.05 MILE NORTHEAST OF A SHARP CURVE, AT THE
 EW3063'SOUTHWEST END OF A CUT, 24 FEET NORTHWEST OF THE CENTER LINE OF
 EW3063'THE HIGHWAY, IN THE TOP AND 1.4 FEET NORTHEAST OF THE SOUTHWEST
 EW3063'END OF THE NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE
 EW3063'CULVERT, ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2776 ***********************************************************************
 EW2776  DESIGNATION -  208 60 LA CO
 EW2776  PID         -  EW2776
 EW2776  STATE/COUNTY-  CA/LOS ANGELES
 EW2776  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2776
 EW2776                         *CURRENT SURVEY CONTROL
 EW2776  ___________________________________________________________________
 EW2776* NAD 83(1986)-  34 32 53.     (N)    118 39 16.     (W)     SCALED    
 EW2776* NAVD 88     -       672.663  (meters)    2206.90   (feet)  READJUSTED
 EW2776  ___________________________________________________________________
 EW2776  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 EW2776  DYNAMIC HT  -         671.890 (meters)    2204.36  (feet)  COMP
 EW2776  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 EW2776  OBS GRAVITY -     979,473.6   (mgal)                       GRAV_OBS
 EW2776
 EW2776  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2776
 EW2776.The horizontal coordinates were scaled from a topographic map and have
 EW2776.an estimated accuracy of +/- 6 seconds.
 EW2776
 EW2776.The orthometric height was determined by differential leveling
 EW2776.and adjusted in February 1993.
 EW2776.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2776.distribution rate of 2.1 thru 3.0 mm/km.
 EW2776.The height was derived from older observations constrained to new
 EW2776.heights in a crustal motion area.  The height is approximate in
 EW2776.relation to other heights in its vicinity.
 EW2776
 EW2776.The geoid height was determined by GEOID03.
 EW2776
 EW2776.The dynamic height is computed by dividing the NAVD 88
 EW2776.geopotential number by the normal gravity value computed on the
 EW2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2776.degrees latitude (g = 980.6199 gals.).
 EW2776
 EW2776.The modeled gravity was interpolated from observed gravity values.
 EW2776.The observed gravity was obtained from relative gravimeter ties
 EW2776.to the IGSN71 gravity network.
 EW2776
 EW2776;                    North         East    Units  Estimated Accuracy
 EW2776;SPC CA 5     -   616,450.    1,939,940.      MT  (+/- 180 meters Scaled)
 EW2776
 EW2776                          SUPERSEDED SURVEY CONTROL
 EW2776
 EW2776  NGVD 29 (??/??/92)  671.843  (m)         2204.20   (f) ADJ UNCH    1 1
 EW2776
 EW2776.Superseded values are not recommended for survey control.
 EW2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2776.See file dsdata.txt to determine how the superseded data were derived.
 EW2776
 EW2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU481241(NAD 83)
 EW2776_MARKER: DD = SURVEY DISK
 EW2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2776_STAMPING: BM 208-60 1968 5869
 EW2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2776+STABILITY: SURFACE MOTION
 EW2776
 EW2776  HISTORY     - Date     Condition        Report By
 EW2776  HISTORY     - 1968     MONUMENTED       CA-037
 EW2776  HISTORY     - 1971     GOOD             NGS
 EW2776  HISTORY     - 1978     GOOD             NGS
 EW2776  HISTORY     - 1983     GOOD             USGS
 EW2776  HISTORY     - 1984     POOR             NGS
 EW2776
 EW2776                          STATION DESCRIPTION
 EW2776
 EW2776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2776'5 MI N FROM CASTAIC.
 EW2776'5.05 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2776'UNION SCHOOL AT CASTAIC, 100 FEET SOUTHEAST OF THE CENTER OF THE
 EW2776'JUNCTION OF A PRIVATE ROAD NORTHWEST THROUGH A STEEL GATE TO
 EW2776'STOCK FEED SHED AND CHUTE, 36 FEET EAST OF THE CENTER LINE OF THE
 EW2776'HIGHWAY, 9 1/2 FEET NORTHEAST OF THE CENTER OF A 4- BY 4-FOOT
 EW2776'SANDSTONE BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 EW2776'GROUND, 35 FEET WEST OF THE CENTER LINE OF A DIRT TRACK ROAD,
 EW2776'2.3 FEET EAST OF A COUNTY WITNESS POST, ABOUT 4 FEET HIGHER
 EW2776'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 EW2776'PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION 3, T 5 N, R 17 W.
 EW2776
 EW2776                          STATION RECOVERY (1978)
 EW2776
 EW2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2776'ADD--0.05 MILES NORTH OF CULVERT NUMBER 4.05.
 EW2776
 EW2776                          STATION RECOVERY (1983)
 EW2776
 EW2776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2776'RECOVERED IN GOOD CONDITION.
 EW2776
 EW2776                          STATION RECOVERY (1984)
 EW2776
 EW2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2776'RECOVERED IN POOR CONDITION.  NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9005 ***********************************************************************
 EW9005  DESIGNATION -  208 61 A LA CO
 EW9005  PID         -  EW9005
 EW9005  STATE/COUNTY-  CA/LOS ANGELES
 EW9005  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9005
 EW9005                         *CURRENT SURVEY CONTROL
 EW9005  ___________________________________________________________________
 EW9005* NAD 83(1986)-  34 32 30.     (N)    118 38 57.     (W)     SCALED    
 EW9005* NAVD 88     -       632.417  (meters)    2074.85   (feet)  READJUSTED
 EW9005  ___________________________________________________________________
 EW9005  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EW9005  DYNAMIC HT  -         631.700 (meters)    2072.50  (feet)  COMP
 EW9005  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 EW9005
 EW9005  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW9005
 EW9005.The horizontal coordinates were scaled from a topographic map and have
 EW9005.an estimated accuracy of +/- 6 seconds.
 EW9005
 EW9005.The orthometric height was determined by differential leveling
 EW9005.and adjusted in February 1993.
 EW9005.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW9005.distribution rate of 2.1 thru 3.0 mm/km.
 EW9005.The height was derived from older observations constrained to new
 EW9005.heights in a crustal motion area.  The height is approximate in
 EW9005.relation to other heights in its vicinity.
 EW9005
 EW9005.The geoid height was determined by GEOID03.
 EW9005
 EW9005.The dynamic height is computed by dividing the NAVD 88
 EW9005.geopotential number by the normal gravity value computed on the
 EW9005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9005.degrees latitude (g = 980.6199 gals.).
 EW9005
 EW9005.The modeled gravity was interpolated from observed gravity values.
 EW9005
 EW9005;                    North         East    Units  Estimated Accuracy
 EW9005;SPC CA 5     -   615,740.    1,940,420.      MT  (+/- 180 meters Scaled)
 EW9005
 EW9005                          SUPERSEDED SURVEY CONTROL
 EW9005
 EW9005  NGVD 29 (??/??/92)  631.600  (m)         2072.17   (f) ADJ UNCH    1 1
 EW9005
 EW9005.Superseded values are not recommended for survey control.
 EW9005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9005.See file dsdata.txt to determine how the superseded data were derived.
 EW9005
 EW9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU486234(NAD 83)
 EW9005_MARKER: DD = SURVEY DISK
 EW9005_SETTING: 80 = SET IN A BOULDER
 EW9005_SP_SET: BOULDER
 EW9005_STAMPING: BM 208-61A, 1973 RE 7078
 EW9005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9005+STABILITY: SURFACE MOTION
 EW9005
 EW9005  HISTORY     - Date     Condition        Report By
 EW9005  HISTORY     - 1973     MONUMENTED       CA-037
 EW9005  HISTORY     - 1978     GOOD             NGS
 EW9005
 EW9005                          STATION DESCRIPTION
 EW9005
 EW9005'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9005'3.75 MI NNW FROM CASTAIC.
 EW9005'ON THE OLD RIDGE ROUTE HIGHWAY, 0.7 MILE NORTH OF CASTAIC UNION
 EW9005'SCHOOL, THEN 3.65 MILES NORTHWESTERLY.  B.M. IS ALSO 3.50 MILES SOUTH
 EW9005'OF TEMPLIN HIGHWAY.  26.3 FEET EASTERLY OF THE APPROXIMATE CENTER OF
 EW9005'PAVEMENT.  67.5 FEET EASTERLY OF AN 8-INCH CORRUGATED IRON PIPE
 EW9005'CULVERT.  140.5 FEET SOUTHEASTERLY OF THE ANGLE POINT IN A 5-STRAND
 EW9005'BARBED WIRE FENCE.  SET IN A 2.0 FEET BY 3.0 FEET (EXPOSED) SANDSTONE
 EW9005'BOULDER ABOUT 5.0 FEET ABOVE ELEVATION OF ROAD.  A 2-INCH DIAMETER
 EW9005'MARKER PIPE IS 4.0 FEET WESTERLY.
 EW9005
 EW9005                          STATION RECOVERY (1978)
 EW9005
 EW9005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9005'0.1 MILES SOUTHEAST ALONG CASTAIC ROAD, THENCE 4.7 MILES NORTH ALONG
 EW9005'THE OLD RIDGE ROUTE HIGHWAY, IN TOP A SANDSTONE OUTCROP IN CUTBANK,
 EW9005'150 FT. SOUTHEAST OF ANGLE IN FENCE LINE, 66 FT. EAST OF AND ACROSS
 EW9005'ROAD FROM AN ASPHALT RUN OFF, 24 FT. NORTHEAST THE CENTERLINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2773 ***********************************************************************
 EW2773  DESIGNATION -  208 62
 EW2773  PID         -  EW2773
 EW2773  STATE/COUNTY-  CA/LOS ANGELES
 EW2773  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2773
 EW2773                         *CURRENT SURVEY CONTROL
 EW2773  ___________________________________________________________________
 EW2773* NAD 83(1986)-  34 32 24.     (N)    118 38 52.     (W)     SCALED    
 EW2773* NAVD 88     -       619.213  (meters)    2031.53   (feet)  ADJUSTED  
 EW2773  ___________________________________________________________________
 EW2773  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EW2773  DYNAMIC HT  -         618.510 (meters)    2029.23  (feet)  COMP
 EW2773  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 EW2773
 EW2773  VERT ORDER  -  FIRST     CLASS I
 EW2773
 EW2773.The horizontal coordinates were scaled from a topographic map and have
 EW2773.an estimated accuracy of +/- 6 seconds.
 EW2773
 EW2773.The orthometric height was determined by differential leveling
 EW2773.and adjusted in June 1995.
 EW2773
 EW2773.The geoid height was determined by GEOID03.
 EW2773
 EW2773.The dynamic height is computed by dividing the NAVD 88
 EW2773.geopotential number by the normal gravity value computed on the
 EW2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2773.degrees latitude (g = 980.6199 gals.).
 EW2773
 EW2773.The modeled gravity was interpolated from observed gravity values.
 EW2773
 EW2773;                    North         East    Units  Estimated Accuracy
 EW2773;SPC CA 5     -   615,550.    1,940,540.      MT  (+/- 180 meters Scaled)
 EW2773
 EW2773                          SUPERSEDED SURVEY CONTROL
 EW2773
 EW2773  NAVD 88 (06/15/91)  619.215  (m)         2031.54   (f) UNKNOWN     1 1
 EW2773  NGVD 29 (??/??/92)  618.397  (m)         2028.86   (f) ADJ UNCH    1 1
 EW2773
 EW2773.Superseded values are not recommended for survey control.
 EW2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2773.See file dsdata.txt to determine how the superseded data were derived.
 EW2773
 EW2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU487232(NAD 83)
 EW2773_MARKER: DD = SURVEY DISK
 EW2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2773_SP_SET: CONCRETE POST
 EW2773_STAMPING: BM 208-62 1968 5869
 EW2773_MARK LOGO: CA-037
 EW2773_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2773+STABILITY: SURFACE MOTION
 EW2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2773+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2008
 EW2773
 EW2773  HISTORY     - Date     Condition        Report By
 EW2773  HISTORY     - 1968     MONUMENTED       CA-037
 EW2773  HISTORY     - 1971     GOOD             NGS
 EW2773  HISTORY     - 1978     GOOD             NGS
 EW2773  HISTORY     - 1983     GOOD             USGS
 EW2773  HISTORY     - 1984     GOOD             NGS
 EW2773  HISTORY     - 1985     GOOD             NGS
 EW2773  HISTORY     - 1986     GOOD             NGS
 EW2773  HISTORY     - 1987     GOOD             NGS
 EW2773  HISTORY     - 19940720 GOOD             NGS
 EW2773  HISTORY     - 20080309 GOOD             GEOCAC
 EW2773
 EW2773                          STATION DESCRIPTION
 EW2773
 EW2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2773'4.4 MI N FROM CASTAIC.
 EW2773'4.35 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2773'UNION SCHOOL AT CASTAIC, 43 1/2 FEET NORTHEAST OF THE CENTER
 EW2773'LINE OF THE HIGHWAY, 22.1 FEET SOUTHEAST OF A FENCE CORNER,
 EW2773'14.1 FEET SOUTH OF THE FENCE, 25.1 FEET SOUTHWEST OF AN ANGLE
 EW2773'POST, IN THE FENCE LINE, 2.4 FEET NORTHEAST OF A COUNTY WITNESS
 EW2773'POST, ABOUT 6 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 EW2773'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW2773'SECTION 10, T 5 N, R 17 W.
 EW2773
 EW2773                          STATION RECOVERY (1978)
 EW2773
 EW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2773'RECOVERED IN GOOD CONDITION.
 EW2773
 EW2773                          STATION RECOVERY (1983)
 EW2773
 EW2773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2773'RECOVERED IN GOOD CONDITION.
 EW2773
 EW2773                          STATION RECOVERY (1984)
 EW2773
 EW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2773'RECOVERED IN GOOD CONDITION.
 EW2773
 EW2773                          STATION RECOVERY (1985)
 EW2773
 EW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2773'RECOVERED IN GOOD CONDITION.
 EW2773
 EW2773                          STATION RECOVERY (1986)
 EW2773
 EW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2773'RECOVERED IN GOOD CONDITION.
 EW2773
 EW2773                          STATION RECOVERY (1987)
 EW2773
 EW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2773'RECOVERED IN GOOD CONDITION.
 EW2773
 EW2773                          STATION RECOVERY (1994)
 EW2773
 EW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2773'7.3 KM (4.55 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2773'INTERSTATE HIGHWAY 5 IN CASTAIC, 13.2 M (43.3 FT) NORTHEAST OF THE
 EW2773'CENTERLINE OF THE ROAD, 7.6 M (24.9 FT) SOUTHWEST OF A BRACED FENCE
 EW2773'POST, 6.7 M (22.0 FT) SOUTHEAST OF A FENCE CORNER, 2.0 M (6.6 FT)
 EW2773'ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 EW2773'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 EW2773'SURFACE.
 EW2773
 EW2773                          STATION RECOVERY (2008)
 EW2773
 EW2773'RECOVERY NOTE BY GEOCACHING 2008 (JBC)
 EW2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9006 ***********************************************************************
 EW9006  DESIGNATION -  208 62 A LA CO
 EW9006  PID         -  EW9006
 EW9006  STATE/COUNTY-  CA/LOS ANGELES
 EW9006  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9006
 EW9006                         *CURRENT SURVEY CONTROL
 EW9006  ___________________________________________________________________
 EW9006* NAD 83(1986)-  34 32 18.     (N)    118 38 49.     (W)     SCALED    
 EW9006* NAVD 88     -       601.77   (+/-2cm)    1974.3    (feet)  VERTCON   
 EW9006  ___________________________________________________________________
 EW9006  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EW9006  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9006
 EW9006.The horizontal coordinates were scaled from a topographic map and have
 EW9006.an estimated accuracy of +/- 6 seconds.
 EW9006
 EW9006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9006.The vertical order pertains to the NGVD 29 superseded value.
 EW9006
 EW9006.The geoid height was determined by GEOID03.
 EW9006
 EW9006;                    North         East    Units  Estimated Accuracy
 EW9006;SPC CA 5     -   615,370.    1,940,620.      MT  (+/- 180 meters Scaled)
 EW9006
 EW9006                          SUPERSEDED SURVEY CONTROL
 EW9006
 EW9006  NGVD 29 (??/??/92)  600.95   (m)         1971.6    (f) COMPUTED    1 1
 EW9006
 EW9006.Superseded values are not recommended for survey control.
 EW9006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9006.See file dsdata.txt to determine how the superseded data were derived.
 EW9006
 EW9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU488230(NAD 83)
 EW9006_MARKER: DD = SURVEY DISK
 EW9006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9006_SP_SET: HEADWALL
 EW9006_STAMPING: BM 208-62A 1973 RE 7078
 EW9006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9006
 EW9006  HISTORY     - Date     Condition        Report By
 EW9006  HISTORY     - 1973     MONUMENTED       CA-037
 EW9006
 EW9006                          STATION DESCRIPTION
 EW9006
 EW9006'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9006'3.5 MI NNW FROM CASTAIC.
 EW9006'ON THE OLD RIDGE ROUTE HIGHWAY, 0.7 MILE NORTH OF CASTAIC UNION
 EW9006'SCHOOL, THEN 3.25 MILES NORTHWESTERLY.  B.M. IS ALSO 3.80 MILES
 EW9006'SOUTHEASTERLY OF TEMPLIN HIGHWAY.  24.5 FEET EASTERLY OF THE
 EW9006'APPROXIMATE CENTER OF THE PAVEMENT.  SET IN TOP OF A 10-INCH WIDE
 EW9006'CONCRETE HEADWALL, 1 FOOT SOUTH OF THE NORTH END, 1.0 FOOT BELOW ROAD
 EW9006'ELEVATION.  STATION MARKER 4.83 IS AT THE 18-INCH CORRUGATED IRON PIPE
 EW9006'RUNNING INTO THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2772 ***********************************************************************
 EW2772  DESIGNATION -  208 63
 EW2772  PID         -  EW2772
 EW2772  STATE/COUNTY-  CA/LOS ANGELES
 EW2772  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2772
 EW2772                         *CURRENT SURVEY CONTROL
 EW2772  ___________________________________________________________________
 EW2772* NAD 83(1986)-  34 32 08.     (N)    118 38 39.     (W)     SCALED    
 EW2772* NAVD 88     -       583.676  (meters)    1914.94   (feet)  ADJUSTED  
 EW2772  ___________________________________________________________________
 EW2772  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EW2772  DYNAMIC HT  -         583.016 (meters)    1912.78  (feet)  COMP
 EW2772  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 EW2772
 EW2772  VERT ORDER  -  FIRST     CLASS I
 EW2772
 EW2772.The horizontal coordinates were scaled from a topographic map and have
 EW2772.an estimated accuracy of +/- 6 seconds.
 EW2772
 EW2772.The orthometric height was determined by differential leveling
 EW2772.and adjusted in June 1995.
 EW2772.WARNING-Repeat measurements at this control monument indicate possible
 EW2772.vertical movement.
 EW2772
 EW2772.The geoid height was determined by GEOID03.
 EW2772
 EW2772.The dynamic height is computed by dividing the NAVD 88
 EW2772.geopotential number by the normal gravity value computed on the
 EW2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2772.degrees latitude (g = 980.6199 gals.).
 EW2772
 EW2772.The modeled gravity was interpolated from observed gravity values.
 EW2772
 EW2772;                    North         East    Units  Estimated Accuracy
 EW2772;SPC CA 5     -   615,060.    1,940,870.      MT  (+/- 180 meters Scaled)
 EW2772
 EW2772                          SUPERSEDED SURVEY CONTROL
 EW2772
 EW2772  NAVD 88 (06/15/91)  583.693  (m)         1915.00   (f) UNKNOWN     1 1
 EW2772  NGVD 29 (??/??/92)  582.892  (m)         1912.37   (f) ADJ UNCH    1 1
 EW2772
 EW2772.Superseded values are not recommended for survey control.
 EW2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2772.See file dsdata.txt to determine how the superseded data were derived.
 EW2772
 EW2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU491227(NAD 83)
 EW2772_MARKER: DD = SURVEY DISK
 EW2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2772_SP_SET: CONCRETE POST
 EW2772_STAMPING: BM 208-63 1968 5869
 EW2772_MARK LOGO: CA-037
 EW2772_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2772+STABILITY: SURFACE MOTION
 EW2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2772+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW2772
 EW2772  HISTORY     - Date     Condition        Report By
 EW2772  HISTORY     - 1968     MONUMENTED       CA-037
 EW2772  HISTORY     - 1971     GOOD             NGS
 EW2772  HISTORY     - 1978     GOOD             NGS
 EW2772  HISTORY     - 1983     GOOD             USGS
 EW2772  HISTORY     - 1984     GOOD             NGS
 EW2772  HISTORY     - 1985     GOOD             NGS
 EW2772  HISTORY     - 1986     GOOD             NGS
 EW2772  HISTORY     - 1987     GOOD             NGS
 EW2772  HISTORY     - 19940720 GOOD             NGS
 EW2772
 EW2772                          STATION DESCRIPTION
 EW2772
 EW2772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2772'4 MI N FROM CASTAIC.
 EW2772'3.95 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2772'SCHOOL AT CASTAIC, 0.1 MILE NORTHWEST OF A SMALL TURNOUT AND
 EW2772'ALONE TREE, ON THE TOP OF A SMALL CUT BANK, 31 FEET NORTHEAST
 EW2772'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF THE
 EW2772'NORTHWEST EDGE OF A 4- BY 4-FOOT SANDSTONE BOULDER, 24.2 FEET
 EW2772'SOUTHWEST OF A FENCE, 1.3 FEET NORTHEAST OF A COUNTY WITNESS
 EW2772'POST, ABOUT 5 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 EW2772'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW2772'SECTION 10, T 5 N, R 17 W.
 EW2772
 EW2772                          STATION RECOVERY (1978)
 EW2772
 EW2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2772'ADD--0.1 MILES NORTH OF TREE ON EAST SIDE ROAD, 0.15 MILES SOUTH OF
 EW2772'PEPPER TREES ABOUT 6 FT. ABOVE ROAD, 0.05 MILES SOUTH OF CULVET
 EW2772'NUMBER 4.99.
 EW2772
 EW2772                          STATION RECOVERY (1983)
 EW2772
 EW2772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2772'RECOVERED IN GOOD CONDITION.
 EW2772
 EW2772                          STATION RECOVERY (1984)
 EW2772
 EW2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2772'RECOVERED IN GOOD CONDITION.
 EW2772
 EW2772                          STATION RECOVERY (1985)
 EW2772
 EW2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2772'RECOVERED IN GOOD CONDITION.
 EW2772
 EW2772                          STATION RECOVERY (1986)
 EW2772
 EW2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2772'RECOVERED IN GOOD CONDITION.
 EW2772
 EW2772                          STATION RECOVERY (1987)
 EW2772
 EW2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2772'RECOVERED IN GOOD CONDITION.
 EW2772
 EW2772                          STATION RECOVERY (1994)
 EW2772
 EW2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2772'6.8 KM (4.20 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2772'INTERSTATE HIGHWAY 5 IN CASTAIC, 140.0 M (459.3 FT) NORTHWEST OF A
 EW2772'PULL-OUT AND A LONE TREE, 9.5 M (31.2 FT) NORTHEAST OF THE CENTERLINE
 EW2772'OF THE ROAD, 7.3 M (24.0 FT) SOUTHWEST OF A FENCE, 1.6 M (5.2 FT)
 EW2772'ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTHEAST OF A VERTICAL
 EW2772'PIPE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 EW2772'SURFACE.  NOTE--THE MONUMENT IS LEANING TO THE SOUTHWEST BUT IS SOLID
 EW2772'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2771 ***********************************************************************
 EW2771  DESIGNATION -  208 64
 EW2771  PID         -  EW2771
 EW2771  STATE/COUNTY-  CA/LOS ANGELES
 EW2771  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2771
 EW2771                         *CURRENT SURVEY CONTROL
 EW2771  ___________________________________________________________________
 EW2771* NAD 83(1986)-  34 31 54.     (N)    118 38 33.     (W)     SCALED    
 EW2771* NAVD 88     -       571.754  (meters)    1875.83   (feet)  ADJUSTED  
 EW2771  ___________________________________________________________________
 EW2771  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 EW2771  DYNAMIC HT  -         571.111 (meters)    1873.72  (feet)  COMP
 EW2771  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 EW2771
 EW2771  VERT ORDER  -  FIRST     CLASS I
 EW2771
 EW2771.The horizontal coordinates were scaled from a topographic map and have
 EW2771.an estimated accuracy of +/- 6 seconds.
 EW2771
 EW2771.The orthometric height was determined by differential leveling
 EW2771.and adjusted in June 1995.
 EW2771.WARNING-Repeat measurements at this control monument indicate possible
 EW2771.vertical movement.
 EW2771
 EW2771.The geoid height was determined by GEOID03.
 EW2771
 EW2771.The dynamic height is computed by dividing the NAVD 88
 EW2771.geopotential number by the normal gravity value computed on the
 EW2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2771.degrees latitude (g = 980.6199 gals.).
 EW2771
 EW2771.The modeled gravity was interpolated from observed gravity values.
 EW2771
 EW2771;                    North         East    Units  Estimated Accuracy
 EW2771;SPC CA 5     -   614,630.    1,941,020.      MT  (+/- 180 meters Scaled)
 EW2771
 EW2771                          SUPERSEDED SURVEY CONTROL
 EW2771
 EW2771  NAVD 88 (06/15/91)  571.764  (m)         1875.86   (f) UNKNOWN     1 1
 EW2771  NGVD 29 (??/??/92)  570.947  (m)         1873.18   (f) ADJ UNCH    1 1
 EW2771
 EW2771.Superseded values are not recommended for survey control.
 EW2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2771.See file dsdata.txt to determine how the superseded data were derived.
 EW2771
 EW2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU492223(NAD 83)
 EW2771_MARKER: DD = SURVEY DISK
 EW2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2771_SP_SET: CONCRETE POST
 EW2771_STAMPING: BM 208-64 1968 5869
 EW2771_MARK LOGO: CA-037
 EW2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2771+STABILITY: SURFACE MOTION
 EW2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2771+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2008
 EW2771
 EW2771  HISTORY     - Date     Condition        Report By
 EW2771  HISTORY     - 1968     MONUMENTED       CA-037
 EW2771  HISTORY     - 1971     GOOD             NGS
 EW2771  HISTORY     - 1978     GOOD             NGS
 EW2771  HISTORY     - 1983     GOOD             USGS
 EW2771  HISTORY     - 1984     GOOD             NGS
 EW2771  HISTORY     - 1985     GOOD             NGS
 EW2771  HISTORY     - 1986     GOOD             NGS
 EW2771  HISTORY     - 1987     GOOD             NGS
 EW2771  HISTORY     - 19940720 GOOD             NGS
 EW2771  HISTORY     - 20080309 GOOD             GEOCAC
 EW2771
 EW2771                          STATION DESCRIPTION
 EW2771
 EW2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2771'3.6 MI N FROM CASTAIC.
 EW2771'3.65 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2771'SCHOOL AT CASTAIC, AT THE CROSSING OF A STEEL TOWER POWER
 EW2771'TRANSMISSION LINE, 35 FEET EAST OF THE CENTER LINE OF THE
 EW2771'HIGHWAY, 3.1 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE CONCRETE
 EW2771'FOUNDATION OF THE WEST STEEL LEG OF TOWER 60-4, 1.8 FEET EAST OF
 EW2771'A COUNTY WITNESS POST, ABOUT 6 1/2 FEET HIGHER THAN THE HIGHWAY,
 EW2771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW2771'THE GROUND.  SECTION 11, T 5 N, R 17 W.
 EW2771
 EW2771                          STATION RECOVERY (1978)
 EW2771
 EW2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2771'ADD--LEVEL WITH TOWER LEG AND 8 FT. ABOVE HIGHWAY.
 EW2771
 EW2771                          STATION RECOVERY (1983)
 EW2771
 EW2771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2771'RECOVERED IN GOOD CONDITION.
 EW2771
 EW2771                          STATION RECOVERY (1984)
 EW2771
 EW2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2771'RECOVERED IN GOOD CONDITION.
 EW2771
 EW2771                          STATION RECOVERY (1985)
 EW2771
 EW2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2771'RECOVERED IN GOOD CONDITION.
 EW2771
 EW2771                          STATION RECOVERY (1986)
 EW2771
 EW2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2771'RECOVERED IN GOOD CONDITION.
 EW2771
 EW2771                          STATION RECOVERY (1987)
 EW2771
 EW2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2771'RECOVERED IN GOOD CONDITION.
 EW2771
 EW2771                          STATION RECOVERY (1994)
 EW2771
 EW2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2771'6.3 KM (3.90 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2771'INTERSTATE HIGHWAY 5 IN CASTAIC, 10.7 M (35.1 FT) EAST OF THE
 EW2771'CENTERLINE OF THE ROAD, 1.9 M (6.2 FT) ABOVE THE LEVEL OF THE ROAD,
 EW2771'1.0 M (3.3 FT) NORTHWEST OF THE WEST LEG OF A HIGH LINE TOWER, 0.5 M
 EW2771'(1.6 FT) EAST OF A VERTICAL PIPE, AND THE MONUMENT IS FLUSH WITH THE
 EW2771'GROUND SURFACE.
 EW2771
 EW2771                          STATION RECOVERY (2008)
 EW2771
 EW2771'RECOVERY NOTE BY GEOCACHING 2008 (JBC)
 EW2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2767 ***********************************************************************
 EW2767  DESIGNATION -  208 64 B LA CO
 EW2767  PID         -  EW2767
 EW2767  STATE/COUNTY-  CA/LOS ANGELES
 EW2767  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2767
 EW2767                         *CURRENT SURVEY CONTROL
 EW2767  ___________________________________________________________________
 EW2767* NAD 83(1986)-  34 31 49.     (N)    118 38 32.     (W)     SCALED    
 EW2767* NAVD 88     -       558.350  (meters)    1831.85   (feet)  READJUSTED
 EW2767  ___________________________________________________________________
 EW2767  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EW2767  DYNAMIC HT  -         557.720 (meters)    1829.79  (feet)  COMP
 EW2767  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 EW2767
 EW2767  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2767
 EW2767.The horizontal coordinates were scaled from a topographic map and have
 EW2767.an estimated accuracy of +/- 6 seconds.
 EW2767
 EW2767.The orthometric height was determined by differential leveling
 EW2767.and adjusted in February 1993.
 EW2767.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2767.distribution rate of 0.0 thru 1.0 mm/km.
 EW2767.The height was derived from older observations constrained to new
 EW2767.heights in a crustal motion area.  The height is approximate in
 EW2767.relation to other heights in its vicinity.
 EW2767
 EW2767.The geoid height was determined by GEOID03.
 EW2767
 EW2767.The dynamic height is computed by dividing the NAVD 88
 EW2767.geopotential number by the normal gravity value computed on the
 EW2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2767.degrees latitude (g = 980.6199 gals.).
 EW2767
 EW2767.The modeled gravity was interpolated from observed gravity values.
 EW2767
 EW2767;                    North         East    Units  Estimated Accuracy
 EW2767;SPC CA 5     -   614,470.    1,941,040.      MT  (+/- 180 meters Scaled)
 EW2767
 EW2767                          SUPERSEDED SURVEY CONTROL
 EW2767
 EW2767  NGVD 29 (??/??/92)  557.537  (m)         1829.19   (f) ADJ UNCH    1 1
 EW2767
 EW2767.Superseded values are not recommended for survey control.
 EW2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2767.See file dsdata.txt to determine how the superseded data were derived.
 EW2767
 EW2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU492221(NAD 83)
 EW2767_MARKER: DD = SURVEY DISK
 EW2767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2767_SP_SET: CATCH BASIN
 EW2767_STAMPING: BM 208-64B 1969 5869
 EW2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2767
 EW2767  HISTORY     - Date     Condition        Report By
 EW2767  HISTORY     - 1969     MONUMENTED       CA-037
 EW2767  HISTORY     - 1971     GOOD             NGS
 EW2767  HISTORY     - 1973     GOOD             CA-037
 EW2767  HISTORY     - 1978     GOOD             NGS
 EW2767
 EW2767                          STATION DESCRIPTION
 EW2767
 EW2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2767'3.5 MI N FROM CASTAIC.
 EW2767'3.5 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2767'SCHOOL AT CASTAIC, AT THE CROSSING OF TWO STEEL TOWER POWER
 EW2767'TRANSMISSION LINES, IN THE TOP OF THE SOUTHWEST CORNER OF A
 EW2767'4- BY 4-FOOT CONCRETE CATCH BASIN, 21 FEET EAST OF THE CENTER
 EW2767'LINE OF THE HIGHWAY, 83 FEET SOUTH OF A POINT DIRECTLY UNDER THE
 EW2767'CENTER OF THE SOUTH POWER LINE, 5.5 FEET EAST OF THE EAST CURB
 EW2767'OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 EW2767'SECTION 11, T 5 N, R 17 W.
 EW2767
 EW2767                          STATION RECOVERY (1973)
 EW2767
 EW2767'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2767'OLD RIDGE ROUTE, 0.7 MILE NORTH OF CASTAIC UNION SCHOOL, THENCE 2.7
 EW2767'MILES NORTHWESTERLY ALONG OLD RIDGE ROUTE.  MARK IS 21.0 FEET EASTERLY
 EW2767'OF THE APPROXIMATE CENTERLINE OF OLD RIDGE ROUTE, IN THE SOUTHWEST
 EW2767'CORNER OF A 4 X 4 FOOT CONCRETE CATCH BASIN. SET IN THE SOUTHWEST
 EW2767'CORNER OF CONCRETE CATCH BASIN.
 EW2767
 EW2767                          STATION RECOVERY (1978)
 EW2767
 EW2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2767'0.1 MILES SOUTHEAST ALONG CASTAIC ROAD, THENCE 3.8 MILES NORTH ALONG
 EW2767'OLD RIDGE ROUTE HIGHWAY, LOCATED AT A POINT BETWEEN POWER TOWER
 EW2767'CROSSINGS, IN TOP THE SOUTHWEST CORNER OF A 4 BY 4-FT. CONCRETE
 EW2767'CATCH BASIN NUMBER 5.50, 20.3 FT. EAST OF THE CENTER LINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9009 ***********************************************************************
 EW9009  DESIGNATION -  208 64 E
 EW9009  PID         -  EW9009
 EW9009  STATE/COUNTY-  CA/LOS ANGELES
 EW9009  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9009
 EW9009                         *CURRENT SURVEY CONTROL
 EW9009  ___________________________________________________________________
 EW9009* NAD 83(1986)-  34 31 38.     (N)    118 38 32.     (W)     SCALED    
 EW9009* NAVD 88     -       545.554  (meters)    1789.87   (feet)  ADJUSTED  
 EW9009  ___________________________________________________________________
 EW9009  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 EW9009  DYNAMIC HT  -         544.942 (meters)    1787.86  (feet)  COMP
 EW9009  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 EW9009
 EW9009  VERT ORDER  -  FIRST     CLASS I
 EW9009
 EW9009.The horizontal coordinates were scaled from a topographic map and have
 EW9009.an estimated accuracy of +/- 6 seconds.
 EW9009
 EW9009.The orthometric height was determined by differential leveling
 EW9009.and adjusted in June 1995.
 EW9009.WARNING-Repeat measurements at this control monument indicate possible
 EW9009.vertical movement.
 EW9009
 EW9009.The geoid height was determined by GEOID03.
 EW9009
 EW9009.The dynamic height is computed by dividing the NAVD 88
 EW9009.geopotential number by the normal gravity value computed on the
 EW9009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9009.degrees latitude (g = 980.6199 gals.).
 EW9009
 EW9009.The modeled gravity was interpolated from observed gravity values.
 EW9009
 EW9009;                    North         East    Units  Estimated Accuracy
 EW9009;SPC CA 5     -   614,130.    1,941,040.      MT  (+/- 180 meters Scaled)
 EW9009
 EW9009                          SUPERSEDED SURVEY CONTROL
 EW9009
 EW9009  NAVD 88 (06/15/91)  545.543  (m)         1789.84   (f) UNKNOWN     1 1
 EW9009  NGVD 29 (??/??/92)  544.719  (m)         1787.13   (f) ADJ UNCH    1 1
 EW9009
 EW9009.Superseded values are not recommended for survey control.
 EW9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9009.See file dsdata.txt to determine how the superseded data were derived.
 EW9009
 EW9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU492218(NAD 83)
 EW9009_MARKER: DD = SURVEY DISK
 EW9009_SETTING: 66 = SET IN ROCK OUTCROP
 EW9009_SP_SET: SANDSTONE CUT
 EW9009_STAMPING: BM 208-64 E 1973 7078
 EW9009_MARK LOGO: CA-037
 EW9009_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW9009+STABILITY: POSITION/ELEVATION WELL
 EW9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9009+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9009
 EW9009  HISTORY     - Date     Condition        Report By
 EW9009  HISTORY     - 1973     MONUMENTED       CA-037
 EW9009  HISTORY     - 1978     GOOD             NGS
 EW9009  HISTORY     - 1983     GOOD             USGS
 EW9009  HISTORY     - 1984     GOOD             NGS
 EW9009  HISTORY     - 1985     GOOD             NGS
 EW9009  HISTORY     - 1986     GOOD             NGS
 EW9009  HISTORY     - 1987     GOOD             NGS
 EW9009  HISTORY     - 19940720 GOOD             NGS
 EW9009
 EW9009                          STATION DESCRIPTION
 EW9009
 EW9009'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9009'2.7 MI NNW FROM CASTAIC.
 EW9009'OLD RIDGE ROUTE HIGHWAY, 4.65 MILES SOUTHEASTERLY OF TEMPLIN HIGHWAY
 EW9009'25.7 FEET SOUTHEASTERLY OF THE APPROXIMATE CENTER OF PAVEMENT.  25.0
 EW9009'FEET WESTERLY OF THE END OF A 5-STRAND BARBED WIRE FENCE.  SET IN A
 EW9009'SANDSTONE CUT BANK ABOUT 5.0 FEET ABOVE THE PAVEMENT.  7.0 FEET
 EW9009'EASTERLY OF A 2-INCH DIAMETER MARKER PIPE.
 EW9009
 EW9009                          STATION RECOVERY (1978)
 EW9009
 EW9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9009'0.1 MILE SOUTHEAST ALONG CASTAIC ROAD, THENCE 3.6 MILES NORTH ALONG
 EW9009'OLD RIDGE ROUTE, 200 FT. NORTH OF THE SOUTH END OF CUTBANK, SET IN TOP
 EW9009'SANDSTONE OUTCROP IN WEST FACE OF CUT, 44 FT. EAST OF FENCE ALONG WEST
 EW9009'SIDE OF ROAD, 27.8 FT. WEST OF FENCE CORNER , 25.5 FT. EAST THE
 EW9009'CENTER LINE OLD RIDGE ROUTE HIGHWAY, 7.3 FT. EAST OF AND ABOUT LEVEL
 EW9009'WITH THE TOP OF 2-INCH IRON PIPE WITNESS POST PROJECTING 4 FT.
 EW9009
 EW9009                          STATION RECOVERY (1983)
 EW9009
 EW9009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9009'RECOVERED IN GOOD CONDITION.
 EW9009
 EW9009                          STATION RECOVERY (1984)
 EW9009
 EW9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9009'RECOVERED IN GOOD CONDITION.
 EW9009
 EW9009                          STATION RECOVERY (1985)
 EW9009
 EW9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9009'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 208-64
 EW9009'1973 7078.
 EW9009
 EW9009                          STATION RECOVERY (1986)
 EW9009
 EW9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9009'RECOVERED IN GOOD CONDITION.
 EW9009
 EW9009                          STATION RECOVERY (1987)
 EW9009
 EW9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9009'RECOVERED IN GOOD CONDITION.
 EW9009
 EW9009                          STATION RECOVERY (1994)
 EW9009
 EW9009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9009'5.8 KM (3.60 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW9009'INTERSTATE HIGHWAY 5 IN CASTAIC, NEAR THE NORTH END OF A 4 BY 18-FOOT
 EW9009'AREA OF EXPOSED SANDSTONE IN A ROAD CUT, 63.0 M (206.7 FT) NORTH OF
 EW9009'THE SOUTH END OF THE CUT, 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF
 EW9009'THE ROAD, AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2766 ***********************************************************************
 EW2766  DESIGNATION -  208 65
 EW2766  PID         -  EW2766
 EW2766  STATE/COUNTY-  CA/LOS ANGELES
 EW2766  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2766
 EW2766                         *CURRENT SURVEY CONTROL
 EW2766  ___________________________________________________________________
 EW2766* NAD 83(1986)-  34 31 23.     (N)    118 38 24.     (W)     SCALED    
 EW2766* NAVD 88     -       503.176  (meters)    1650.84   (feet)  ADJUSTED  
 EW2766  ___________________________________________________________________
 EW2766  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EW2766  DYNAMIC HT  -         502.615 (meters)    1649.00  (feet)  COMP
 EW2766  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 EW2766  OBS GRAVITY -     979,504.9   (mgal)                       GRAV_OBS
 EW2766
 EW2766  VERT ORDER  -  FIRST     CLASS I
 EW2766
 EW2766.The horizontal coordinates were scaled from a topographic map and have
 EW2766.an estimated accuracy of +/- 6 seconds.
 EW2766
 EW2766.The orthometric height was determined by differential leveling
 EW2766.and adjusted in June 1995.
 EW2766.WARNING-Repeat measurements at this control monument indicate possible
 EW2766.vertical movement.
 EW2766
 EW2766.The geoid height was determined by GEOID03.
 EW2766
 EW2766.The dynamic height is computed by dividing the NAVD 88
 EW2766.geopotential number by the normal gravity value computed on the
 EW2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2766.degrees latitude (g = 980.6199 gals.).
 EW2766
 EW2766.The modeled gravity was interpolated from observed gravity values.
 EW2766.The observed gravity was obtained from relative gravimeter ties
 EW2766.to the IGSN71 gravity network.
 EW2766
 EW2766;                    North         East    Units  Estimated Accuracy
 EW2766;SPC CA 5     -   613,670.    1,941,240.      MT  (+/- 180 meters Scaled)
 EW2766
 EW2766                          SUPERSEDED SURVEY CONTROL
 EW2766
 EW2766  NAVD 88 (06/15/91)  503.169  (m)         1650.81   (f) UNKNOWN     1 1
 EW2766  NGVD 29 (??/??/92)  502.392  (m)         1648.26   (f) ADJ UNCH    1 1
 EW2766
 EW2766.Superseded values are not recommended for survey control.
 EW2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2766.See file dsdata.txt to determine how the superseded data were derived.
 EW2766
 EW2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU494213(NAD 83)
 EW2766_MARKER: DD = SURVEY DISK
 EW2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2766_SP_SET: CONCRETE POST
 EW2766_STAMPING: BM 208-65 1968 5869
 EW2766_MARK LOGO: CA-037
 EW2766_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2766+STABILITY: SURFACE MOTION
 EW2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2766+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW2766
 EW2766  HISTORY     - Date     Condition        Report By
 EW2766  HISTORY     - 1968     MONUMENTED       CA-037
 EW2766  HISTORY     - 1971     GOOD             NGS
 EW2766  HISTORY     - 1978     GOOD             NGS
 EW2766  HISTORY     - 1983     GOOD             USGS
 EW2766  HISTORY     - 1984     GOOD             NGS
 EW2766  HISTORY     - 1985     GOOD             NGS
 EW2766  HISTORY     - 1986     GOOD             NGS
 EW2766  HISTORY     - 1987     GOOD             NGS
 EW2766  HISTORY     - 19940720 GOOD             NGS
 EW2766
 EW2766                          STATION DESCRIPTION
 EW2766
 EW2766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2766'3 MI N FROM CASTAIC.
 EW2766'2.95 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2766'UNION SCHOOL AT CASTAIC, ON THE TOP OF A SMALL CUT BANK, 41 FEET
 EW2766'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTHEAST
 EW2766'OF THE CENTER OF THE SOUTHWEST END OF A DRAIN PIPE ALONG THE
 EW2766'NORTHEAST CURB OF THE HIGHWAY, 64.2 FEET NORTHEAST AND ACROSS
 EW2766'THE HIGHWAY FROM THE NORTHEAST RIGHT-OF-WAY FENCE OF THE
 EW2766'SOUTHBOUND LANES OF INTERSTATE HIGHWAY 5, 12.3 FEET SOUTHWEST OF
 EW2766'A FENCE, 2.6 FEET NORTHEAST OF A COUNTY WITNESS POST, ABOUT 11
 EW2766'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EW2766'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 14, T 5 N,
 EW2766'R 17 W.
 EW2766
 EW2766                          STATION RECOVERY (1978)
 EW2766
 EW2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2766'RECOVERED IN GOOD CONDITION.
 EW2766
 EW2766                          STATION RECOVERY (1983)
 EW2766
 EW2766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2766'RECOVERED IN GOOD CONDITION.
 EW2766
 EW2766                          STATION RECOVERY (1984)
 EW2766
 EW2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2766'RECOVERED IN GOOD CONDITION.
 EW2766
 EW2766                          STATION RECOVERY (1985)
 EW2766
 EW2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2766'RECOVERED IN GOOD CONDITION.
 EW2766
 EW2766                          STATION RECOVERY (1986)
 EW2766
 EW2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2766'RECOVERED IN GOOD CONDITION.
 EW2766
 EW2766                          STATION RECOVERY (1987)
 EW2766
 EW2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2766'RECOVERED IN GOOD CONDITION.
 EW2766
 EW2766                          STATION RECOVERY (1994)
 EW2766
 EW2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2766'5.3 KM (3.30 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2766'INTERSTATE HIGHWAY 5 IN CASTAIC, ON TOP OF A SMALL CUT BANK, 12.6 M
 EW2766'(41.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 3.5 M (11.5 FT) ABOVE
 EW2766'THE LEVEL OF THE ROAD, 3.1 M (10.2 FT) SOUTHWEST OF A FENCE, 0.9 M
 EW2766'(3.0 FT) NORTHEAST OF A VERTICAL PIPE, AND THE MONUMENT PROJECTS 0.1 M
 EW2766'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9010 ***********************************************************************
 EW9010  DESIGNATION -  208 65 A LA CO
 EW9010  PID         -  EW9010
 EW9010  STATE/COUNTY-  CA/LOS ANGELES
 EW9010  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9010
 EW9010                         *CURRENT SURVEY CONTROL
 EW9010  ___________________________________________________________________
 EW9010* NAD 83(1986)-  34 31 36.     (N)    118 38 33.     (W)     SCALED    
 EW9010* NAVD 88     -       527.14   (+/-2cm)    1729.5    (feet)  VERTCON   
 EW9010  ___________________________________________________________________
 EW9010  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 EW9010  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9010
 EW9010.The horizontal coordinates were scaled from a topographic map and have
 EW9010.an estimated accuracy of +/- 6 seconds.
 EW9010
 EW9010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9010.The vertical order pertains to the NGVD 29 superseded value.
 EW9010
 EW9010.The geoid height was determined by GEOID03.
 EW9010
 EW9010;                    North         East    Units  Estimated Accuracy
 EW9010;SPC CA 5     -   614,070.    1,941,020.      MT  (+/- 180 meters Scaled)
 EW9010
 EW9010                          SUPERSEDED SURVEY CONTROL
 EW9010
 EW9010  NGVD 29 (??/??/92)  526.32   (m)         1726.8    (f) COMPUTED    1 1
 EW9010
 EW9010.Superseded values are not recommended for survey control.
 EW9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9010.See file dsdata.txt to determine how the superseded data were derived.
 EW9010
 EW9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU492217(NAD 83)
 EW9010_MARKER: DD = SURVEY DISK
 EW9010_SETTING: 66 = SET IN ROCK OUTCROP
 EW9010_SP_SET: SANDSTONE ROCK
 EW9010_STAMPING: BM 208-65A 1973 RE 7078
 EW9010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW9010+STABILITY: POSITION/ELEVATION WELL
 EW9010
 EW9010  HISTORY     - Date     Condition        Report By
 EW9010  HISTORY     - 1973     MONUMENTED       CA-037
 EW9010
 EW9010                          STATION DESCRIPTION
 EW9010
 EW9010'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9010'2.55 MI NW FROM CASTAIC.
 EW9010'ON THE OLD RIDGE ROUTE HIGHWAY, 4.8 MILES SOUTHEASTERLY OF TEMPLIN
 EW9010'HIGHWAY.  43.0 FEET WESTERLY OF THE APPROXIMATE CENTER OF PAVEMENT,
 EW9010'202.3 FEET SOUTHWESTERLY OF A FENCE POST WITH TWO ANGLE IRON BRACES.
 EW9010'SET 2 INCHES ABOVE GROUND IN A SANDSTONE ROCK AT TOP OF CUT BANK ON
 EW9010'THE EASTERLY SIDE OF GOLDEN STATE FREEWAY (SOUTH-BOUND LANES).  3.0
 EW9010'FEET WESTERLY OF A 2-INCH DIAMETER MARKER PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2764 ***********************************************************************
 EW2764  DESIGNATION -  208 66
 EW2764  PID         -  EW2764
 EW2764  STATE/COUNTY-  CA/LOS ANGELES
 EW2764  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2764
 EW2764                         *CURRENT SURVEY CONTROL
 EW2764  ___________________________________________________________________
 EW2764* NAD 83(1986)-  34 31 09.     (N)    118 38 11.     (W)     SCALED    
 EW2764* NAVD 88     -       499.307  (meters)    1638.14   (feet)  ADJUSTED  
 EW2764  ___________________________________________________________________
 EW2764  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EW2764  DYNAMIC HT  -         498.751 (meters)    1636.32  (feet)  COMP
 EW2764  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 EW2764
 EW2764  VERT ORDER  -  FIRST     CLASS I
 EW2764
 EW2764.The horizontal coordinates were scaled from a topographic map and have
 EW2764.an estimated accuracy of +/- 6 seconds.
 EW2764
 EW2764.The orthometric height was determined by differential leveling
 EW2764.and adjusted in June 1995.
 EW2764.WARNING-Repeat measurements at this control monument indicate possible
 EW2764.vertical movement.
 EW2764
 EW2764.The geoid height was determined by GEOID03.
 EW2764
 EW2764.The dynamic height is computed by dividing the NAVD 88
 EW2764.geopotential number by the normal gravity value computed on the
 EW2764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2764.degrees latitude (g = 980.6199 gals.).
 EW2764
 EW2764.The modeled gravity was interpolated from observed gravity values.
 EW2764
 EW2764;                    North         East    Units  Estimated Accuracy
 EW2764;SPC CA 5     -   613,240.    1,941,570.      MT  (+/- 180 meters Scaled)
 EW2764
 EW2764                          SUPERSEDED SURVEY CONTROL
 EW2764
 EW2764  NAVD 88 (06/15/91)  499.314  (m)         1638.17   (f) UNKNOWN     1 1
 EW2764  NGVD 29 (??/??/92)  498.504  (m)         1635.51   (f) ADJ UNCH    1 1
 EW2764
 EW2764.Superseded values are not recommended for survey control.
 EW2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2764.See file dsdata.txt to determine how the superseded data were derived.
 EW2764
 EW2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU498209(NAD 83)
 EW2764_MARKER: DD = SURVEY DISK
 EW2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2764_SP_SET: CONCRETE POST
 EW2764_STAMPING: BM 208-66 1968 5869
 EW2764_MARK LOGO: CA-037
 EW2764_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2764+STABILITY: SURFACE MOTION
 EW2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2764+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW2764
 EW2764  HISTORY     - Date     Condition        Report By
 EW2764  HISTORY     - 1968     MONUMENTED       CA-037
 EW2764  HISTORY     - 1971     GOOD             NGS
 EW2764  HISTORY     - 1978     GOOD             NGS
 EW2764  HISTORY     - 1983     GOOD             USGS
 EW2764  HISTORY     - 1984     GOOD             NGS
 EW2764  HISTORY     - 1985     GOOD             NGS
 EW2764  HISTORY     - 1986     GOOD             NGS
 EW2764  HISTORY     - 1987     GOOD             NGS
 EW2764  HISTORY     - 19940720 GOOD             NGS
 EW2764
 EW2764                          STATION DESCRIPTION
 EW2764
 EW2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2764'2.6 MI N FROM CASTAIC.
 EW2764'2.6 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC UNION
 EW2764'SCHOOL AT CASTAIC, AT THE CROSSING OF A POWER LINE, AT A SMALL
 EW2764'TURNOUT, 49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EW2764'31.0 FEET NORTHEAST OF THE NORTHWEST END OF AN ASPHALT CURB
 EW2764'ALONG THE NORTHEAST SIDE OF THE HIGHWAY, 110 FEET EAST OF AND
 EW2764'ACROSS THE HIGHWAY FROM A POWER POLE WITH A GUY WIRE, 3 1/2 FEET
 EW2764'NORTHEAST OF POWER POLE GUY POLE 1424074E WITH A GUY WIRE, 2.8
 EW2764'FEET SOUTHWEST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 EW2764'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW2764'THE GROUND.  SECTION 14, T 5 N, R 17 W.
 EW2764
 EW2764                          STATION RECOVERY (1978)
 EW2764
 EW2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2764'ADD--NEAR A GROUP OF PEPPER TREES, 2.0 FT. NORTH OF WITNESS POST.
 EW2764
 EW2764                          STATION RECOVERY (1983)
 EW2764
 EW2764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2764'RECOVERED IN GOOD CONDITION.
 EW2764
 EW2764                          STATION RECOVERY (1984)
 EW2764
 EW2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2764'RECOVERED IN GOOD CONDITION.
 EW2764
 EW2764                          STATION RECOVERY (1985)
 EW2764
 EW2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2764'RECOVERED IN GOOD CONDITION.
 EW2764
 EW2764                          STATION RECOVERY (1986)
 EW2764
 EW2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2764'RECOVERED IN GOOD CONDITION.
 EW2764
 EW2764                          STATION RECOVERY (1987)
 EW2764
 EW2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2764'RECOVERED IN GOOD CONDITION.
 EW2764
 EW2764                          STATION RECOVERY (1994)
 EW2764
 EW2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2764'4.7 KM (2.90 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2764'INTERSTATE HIGHWAY 5 IN CASTAIC, 15.0 M (49.2 FT) NORTHEAST OF THE
 EW2764'CENTERLINE OF THE ROAD, 1.1 M (3.6 FT) NORTHEAST OF THE MOST NORTHERLY
 EW2764'OF 2 UTILITY POLES, 0.8 M (2.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0
 EW2764'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 EW2764'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2762 ***********************************************************************
 EW2762  DESIGNATION -  208 68
 EW2762  PID         -  EW2762
 EW2762  STATE/COUNTY-  CA/LOS ANGELES
 EW2762  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2762
 EW2762                         *CURRENT SURVEY CONTROL
 EW2762  ___________________________________________________________________
 EW2762* NAD 83(1986)-  34 30 48.     (N)    118 37 34.     (W)     SCALED    
 EW2762* NAVD 88     -       467.792  (meters)    1534.75   (feet)  ADJUSTED  
 EW2762  ___________________________________________________________________
 EW2762  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EW2762  DYNAMIC HT  -         467.271 (meters)    1533.04  (feet)  COMP
 EW2762  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 EW2762
 EW2762  VERT ORDER  -  FIRST     CLASS I
 EW2762
 EW2762.The horizontal coordinates were scaled from a topographic map and have
 EW2762.an estimated accuracy of +/- 6 seconds.
 EW2762
 EW2762.The orthometric height was determined by differential leveling
 EW2762.and adjusted in June 1995.
 EW2762
 EW2762.The geoid height was determined by GEOID03.
 EW2762
 EW2762.The dynamic height is computed by dividing the NAVD 88
 EW2762.geopotential number by the normal gravity value computed on the
 EW2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2762.degrees latitude (g = 980.6199 gals.).
 EW2762
 EW2762.The modeled gravity was interpolated from observed gravity values.
 EW2762
 EW2762;                    North         East    Units  Estimated Accuracy
 EW2762;SPC CA 5     -   612,580.    1,942,510.      MT  (+/- 180 meters Scaled)
 EW2762
 EW2762                          SUPERSEDED SURVEY CONTROL
 EW2762
 EW2762  NAVD 88 (06/15/91)  467.790  (m)         1534.74   (f) UNKNOWN     1 1
 EW2762  NGVD 29 (??/??/92)  466.980  (m)         1532.08   (f) ADJ UNCH    1 1
 EW2762
 EW2762.Superseded values are not recommended for survey control.
 EW2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2762.See file dsdata.txt to determine how the superseded data were derived.
 EW2762
 EW2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU507202(NAD 83)
 EW2762_MARKER: DD = SURVEY DISK
 EW2762_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW2762+WITH SETTING: PAVEMENT
 EW2762_SP_SET: HIGH LINE TOWER FOOTING
 EW2762_STAMPING: BM 208-68 1968 5869
 EW2762_MARK LOGO: CA-037
 EW2762_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2762+STABILITY: SURFACE MOTION
 EW2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2762+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW2762
 EW2762  HISTORY     - Date     Condition        Report By
 EW2762  HISTORY     - 1968     MONUMENTED       CA-037
 EW2762  HISTORY     - 1971     GOOD             NGS
 EW2762  HISTORY     - 1978     GOOD             NGS
 EW2762  HISTORY     - 1983     GOOD             USGS
 EW2762  HISTORY     - 1984     GOOD             NGS
 EW2762  HISTORY     - 1985     GOOD             NGS
 EW2762  HISTORY     - 1986     GOOD             NGS
 EW2762  HISTORY     - 1987     GOOD             NGS
 EW2762  HISTORY     - 19940720 GOOD             NGS
 EW2762  HISTORY     - 20070324 GOOD             GEOCAC
 EW2762
 EW2762                          STATION DESCRIPTION
 EW2762
 EW2762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2762'1.8 MI N FROM CASTAIC.
 EW2762'1.85 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2762'UNION SCHOOL AT CASTAIC, ON THE OUTSIDE OF A CURVE, IN THE TOP
 EW2762'AND ALONG THE SOUTHWEST SIDE OF THE CONCRETE FOUNDATION OF THE
 EW2762'SOUTH STEEL LEG OF POWER TRANSMISSION LINE TOWER 62-2, 24 1/2
 EW2762'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET
 EW2762'HIGHER THAN THE HIGHWAY AND 2 1/2 FEET ABOVE THE GROUND.
 EW2762'SECTION 14, T 5 N, R 17 W.
 EW2762
 EW2762                          STATION RECOVERY (1978)
 EW2762
 EW2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2762'RECOVERED IN GOOD CONDITION.
 EW2762
 EW2762                          STATION RECOVERY (1983)
 EW2762
 EW2762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2762'RECOVERED IN GOOD CONDITION.
 EW2762
 EW2762                          STATION RECOVERY (1984)
 EW2762
 EW2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2762'RECOVERED IN GOOD CONDITION.
 EW2762
 EW2762                          STATION RECOVERY (1985)
 EW2762
 EW2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2762'RECOVERED IN GOOD CONDITION.
 EW2762
 EW2762                          STATION RECOVERY (1986)
 EW2762
 EW2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2762'RECOVERED IN GOOD CONDITION.
 EW2762
 EW2762                          STATION RECOVERY (1987)
 EW2762
 EW2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2762'RECOVERED IN GOOD CONDITION.
 EW2762
 EW2762                          STATION RECOVERY (1994)
 EW2762
 EW2762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2762'3.5 KM (2.15 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION OF
 EW2762'INTERSTATE HIGHWAY 5 IN CASTAIC, NEAR THE SOUTHWEST EDGE OF THE SOUTH
 EW2762'CONCRETE FOOTING OF HIGH LINE TOWER NUMBER 62-2, 7.5 M (24.6 FT)
 EW2762'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.4 M (4.6 FT) ABOVE THE
 EW2762'LEVEL OF THE ROAD.
 EW2762
 EW2762                          STATION RECOVERY (2007)
 EW2762
 EW2762'RECOVERY NOTE BY GEOCACHING 2007 (LSB)
 EW2762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2717 ***********************************************************************
 EW2717  DESIGNATION -  208 70 LA CO
 EW2717  PID         -  EW2717
 EW2717  STATE/COUNTY-  CA/LOS ANGELES
 EW2717  USGS QUAD   -  WARM SPRINGS MOUNTAIN (1995)
 EW2717
 EW2717                         *CURRENT SURVEY CONTROL
 EW2717  ___________________________________________________________________
 EW2717* NAD 83(1986)-  34 30 34.     (N)    118 37 26.     (W)     SCALED    
 EW2717* NAVD 88     -       420.498  (meters)    1379.58   (feet)  READJUSTED
 EW2717  ___________________________________________________________________
 EW2717  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2717  DYNAMIC HT  -         420.030 (meters)    1378.05  (feet)  COMP
 EW2717  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 EW2717
 EW2717  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2717
 EW2717.The horizontal coordinates were scaled from a topographic map and have
 EW2717.an estimated accuracy of +/- 6 seconds.
 EW2717
 EW2717.The orthometric height was determined by differential leveling
 EW2717.and adjusted in February 1993.
 EW2717.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2717.distribution rate of 0.0 thru 1.0 mm/km.
 EW2717.The height was derived from older observations constrained to new
 EW2717.heights in a crustal motion area.  The height is approximate in
 EW2717.relation to other heights in its vicinity.
 EW2717
 EW2717.The geoid height was determined by GEOID03.
 EW2717
 EW2717.The dynamic height is computed by dividing the NAVD 88
 EW2717.geopotential number by the normal gravity value computed on the
 EW2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2717.degrees latitude (g = 980.6199 gals.).
 EW2717
 EW2717.The modeled gravity was interpolated from observed gravity values.
 EW2717
 EW2717;                    North         East    Units  Estimated Accuracy
 EW2717;SPC CA 5     -   612,150.    1,942,710.      MT  (+/- 180 meters Scaled)
 EW2717
 EW2717                          SUPERSEDED SURVEY CONTROL
 EW2717
 EW2717  NGVD 29 (??/??/92)  419.690  (m)         1376.93   (f) ADJ UNCH    1 1
 EW2717
 EW2717.Superseded values are not recommended for survey control.
 EW2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2717.See file dsdata.txt to determine how the superseded data were derived.
 EW2717
 EW2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU509198(NAD 83)
 EW2717_MARKER: DD = SURVEY DISK
 EW2717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2717_SP_SET: CULVERT
 EW2717_STAMPING: BM 208-70 1968
 EW2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2717
 EW2717  HISTORY     - Date     Condition        Report By
 EW2717  HISTORY     - 1968     MONUMENTED       CA-037
 EW2717  HISTORY     - 1971     GOOD             NGS
 EW2717  HISTORY     - 1978     GOOD             NGS
 EW2717
 EW2717                          STATION DESCRIPTION
 EW2717
 EW2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2717'1.3 MI N FROM CASTAIC.
 EW2717'1.3 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2717'UNION SCHOOL AT CASTAIC, AT THE SOUTHEAST END OF A CURVE AND THE
 EW2717'NORTHWEST END OF A TANGENT, IN THE TOP AND 1.2 FEET NORTHWEST
 EW2717'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF AN
 EW2717'18-INCH PIPE CULVERT, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EW2717'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 24, T 5 N,
 EW2717'R 17 W.
 EW2717
 EW2717                          STATION RECOVERY (1978)
 EW2717
 EW2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4994 ***********************************************************************
 EW4994  DESIGNATION -  208 73 LA CO
 EW4994  PID         -  EW4994
 EW4994  STATE/COUNTY-  CA/LOS ANGELES
 EW4994  USGS QUAD   -  NEWHALL (1995)
 EW4994
 EW4994                         *CURRENT SURVEY CONTROL
 EW4994  ___________________________________________________________________
 EW4994* NAD 83(1986)-  34 29 49.     (N)    118 37 03.     (W)     SCALED    
 EW4994* NAVD 88     -       355.716  (meters)    1167.04   (feet)  READJUSTED
 EW4994  ___________________________________________________________________
 EW4994  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW4994  DYNAMIC HT  -         355.330 (meters)    1165.78  (feet)  COMP
 EW4994  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 EW4994  OBS GRAVITY -     979,531.6   (mgal)                       GRAV_OBS
 EW4994
 EW4994  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4994
 EW4994.The horizontal coordinates were scaled from a topographic map and have
 EW4994.an estimated accuracy of +/- 6 seconds.
 EW4994
 EW4994.The orthometric height was determined by differential leveling
 EW4994.and adjusted in February 1993.
 EW4994.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4994.distribution rate of 1.1 thru 2.0 mm/km.
 EW4994.The height was derived from older observations constrained to new
 EW4994.heights in a crustal motion area.  The height is approximate in
 EW4994.relation to other heights in its vicinity.
 EW4994
 EW4994.The geoid height was determined by GEOID03.
 EW4994
 EW4994.The dynamic height is computed by dividing the NAVD 88
 EW4994.geopotential number by the normal gravity value computed on the
 EW4994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4994.degrees latitude (g = 980.6199 gals.).
 EW4994
 EW4994.The modeled gravity was interpolated from observed gravity values.
 EW4994.The observed gravity was obtained from relative gravimeter ties
 EW4994.to the IGSN71 gravity network.
 EW4994
 EW4994;                    North         East    Units  Estimated Accuracy
 EW4994;SPC CA 5     -   610,760.    1,943,290.      MT  (+/- 180 meters Scaled)
 EW4994
 EW4994                          SUPERSEDED SURVEY CONTROL
 EW4994
 EW4994  NGVD 29 (??/??/92)  354.910  (m)         1164.40   (f) ADJ UNCH    1 1
 EW4994
 EW4994.Superseded values are not recommended for survey control.
 EW4994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4994.See file dsdata.txt to determine how the superseded data were derived.
 EW4994
 EW4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU514184(NAD 83)
 EW4994_MARKER: DD = SURVEY DISK
 EW4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4994_STAMPING: BM 208-73 1968 5869
 EW4994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4994+STABILITY: SURFACE MOTION
 EW4994
 EW4994  HISTORY     - Date     Condition        Report By
 EW4994  HISTORY     - 1968     MONUMENTED       CA-037
 EW4994  HISTORY     - 1971     GOOD             NGS
 EW4994  HISTORY     - 1978     GOOD             NGS
 EW4994
 EW4994                          STATION DESCRIPTION
 EW4994
 EW4994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4994'0.2 MI N FROM CASTAIC.
 EW4994'0.25 MILE NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW4994'UNION SCHOOL AT CASTAIC, 0.05 MILE NORTH OF THE JUNCTION OF
 EW4994'LAKE HUGHES ROAD, AT THE CROSSING OF A STEEL POWER TRANSMISSION
 EW4994'LINE, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 EW4994'NORTH-NORTHWEST OF THE SOUTHEAST STEEL LEG OF TOWER 204-5, 42 1/2
 EW4994'FEET SOUTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY WEST, 13
 EW4994'FEET SOUTH-SOUTHWEST OF THE NORTHEAST STEEL LEG OF THE TOWER,
 EW4994'2.1 FEET WEST OF A COUNTY WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 EW4994'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW4994'0.2 FOOT ABOVE THE GROUND.  SECTION 24, T 5 N, R 17 W.
 EW4994
 EW4994                          STATION RECOVERY (1978)
 EW4994
 EW4994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4994'0.1 MILE SOUTHEAST ALONG CASTAIC ROAD, THENCE 0.55 MILE NORTH ALONG
 EW4994'THE OLD RIDGE ROUTE HIGHWAY, 0.1 NORTH OF THE CROSSING OF LAKE HUGHES
 EW4994'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4985 ***********************************************************************
 EW4985  DESIGNATION -  208 78
 EW4985  PID         -  EW4985
 EW4985  STATE/COUNTY-  CA/LOS ANGELES
 EW4985  USGS QUAD   -  NEWHALL (1995)
 EW4985
 EW4985                         *CURRENT SURVEY CONTROL
 EW4985  ___________________________________________________________________
 EW4985* NAD 83(1986)-  34 28 06.     (N)    118 37 01.     (W)     SCALED    
 EW4985* NAVD 88     -       329.606  (meters)    1081.38   (feet)  ADJUSTED  
 EW4985  ___________________________________________________________________
 EW4985  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EW4985  DYNAMIC HT  -         329.242 (meters)    1080.19  (feet)  COMP
 EW4985  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 EW4985  OBS GRAVITY -     979,523.7   (mgal)                       GRAV_OBS
 EW4985
 EW4985  VERT ORDER  -  FIRST     CLASS I
 EW4985
 EW4985.The horizontal coordinates were scaled from a topographic map and have
 EW4985.an estimated accuracy of +/- 6 seconds.
 EW4985
 EW4985.The orthometric height was determined by differential leveling
 EW4985.and adjusted in June 1991.
 EW4985
 EW4985.The geoid height was determined by GEOID03.
 EW4985
 EW4985.The dynamic height is computed by dividing the NAVD 88
 EW4985.geopotential number by the normal gravity value computed on the
 EW4985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4985.degrees latitude (g = 980.6199 gals.).
 EW4985
 EW4985.The modeled gravity was interpolated from observed gravity values.
 EW4985.The observed gravity was obtained from relative gravimeter ties
 EW4985.to the IGSN71 gravity network.
 EW4985
 EW4985;                    North         East    Units  Estimated Accuracy
 EW4985;SPC CA 5     -   607,590.    1,943,320.      MT  (+/- 180 meters Scaled)
 EW4985
 EW4985                          SUPERSEDED SURVEY CONTROL
 EW4985
 EW4985  NGVD 29 (??/??/92)  328.793  (m)         1078.71   (f) ADJ UNCH    1 1
 EW4985
 EW4985.Superseded values are not recommended for survey control.
 EW4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4985.See file dsdata.txt to determine how the superseded data were derived.
 EW4985
 EW4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU514152(NAD 83)
 EW4985_MARKER: DD = SURVEY DISK
 EW4985_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4985_SP_SET: HEADWALL
 EW4985_STAMPING: BM 208-78 1968 5869
 EW4985_MARK LOGO: CA-037
 EW4985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4985+STABILITY: SURFACE MOTION
 EW4985
 EW4985  HISTORY     - Date     Condition        Report By
 EW4985  HISTORY     - 1968     MONUMENTED       CA-037
 EW4985  HISTORY     - 1971     GOOD             NGS
 EW4985  HISTORY     - 1978     GOOD             NGS
 EW4985  HISTORY     - 1983     GOOD             USGS
 EW4985  HISTORY     - 1984     GOOD             NGS
 EW4985  HISTORY     - 1985     GOOD             NGS
 EW4985  HISTORY     - 1986     GOOD             NGS
 EW4985  HISTORY     - 1987     GOOD             NGS
 EW4985  HISTORY     - 19940721 MARK NOT FOUND   NGS
 EW4985
 EW4985                          STATION DESCRIPTION
 EW4985
 EW4985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4985'1.6 MI S FROM CASTAIC.
 EW4985'1.65 MILES SOUTH ALONG THE OLD ROAD FROM THE JUNCTION OF PARKER
 EW4985'ROAD AT CASTAIC, 0.05 MILE NORTH OF A CONCRETE SPILLWAY WHICH
 EW4985'IS ON THE WEST SIDE OF THE ROAD, AT THE T JUNCTION OF POWER
 EW4985'LINES, IN THE TOP AND 1.4 FEET SOUTH OF THE NORTH END OF THE WEST
 EW4985'CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT, 29 1/2 FEET WEST
 EW4985'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF POWER POLE
 EW4985'1871257E, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  SECTION 36,
 EW4985'T5N, R17W.
 EW4985
 EW4985                          STATION RECOVERY (1978)
 EW4985
 EW4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4985'1.55 MILE SOUTH ALONG THE OLD ROAD, AT THE HASLEY CANYON ROAD EXIT
 EW4985'3/4 MILE SIGN OF FREEWAY, IN TOP THE NORTH END OF CONCRETE HEADWALL
 EW4985'CULVERT NUMBER 3.30, 200 FT. NORTH OF TAMORAC TREE,27 FT. WEST CENTER-
 EW4985'LINE FRONTAGE ROAD, 1.0 FT. SOUTH OF NORTH END HEADWALL.
 EW4985
 EW4985                          STATION RECOVERY (1983)
 EW4985
 EW4985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW4985'RECOVERED IN GOOD CONDITION.
 EW4985
 EW4985                          STATION RECOVERY (1984)
 EW4985
 EW4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW4985'RECOVERED IN GOOD CONDITION.
 EW4985
 EW4985                          STATION RECOVERY (1985)
 EW4985
 EW4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW4985'RECOVERED IN GOOD CONDITION.
 EW4985
 EW4985                          STATION RECOVERY (1986)
 EW4985
 EW4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW4985'RECOVERED IN GOOD CONDITION.
 EW4985
 EW4985                          STATION RECOVERY (1987)
 EW4985
 EW4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW4985'RECOVERED IN GOOD CONDITION.
 EW4985
 EW4985                          STATION RECOVERY (1994)
 EW4985
 EW4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4985'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4982 ***********************************************************************
 EW4982  DESIGNATION -  208 79
 EW4982  PID         -  EW4982
 EW4982  STATE/COUNTY-  CA/LOS ANGELES
 EW4982  USGS QUAD   -  NEWHALL (1995)
 EW4982
 EW4982                         *CURRENT SURVEY CONTROL
 EW4982  ___________________________________________________________________
 EW4982* NAD 83(1986)-  34 27 30.     (N)    118 37 01.     (W)     SCALED    
 EW4982* NAVD 88     -       320.225  (meters)    1050.60   (feet)  ADJUSTED  
 EW4982  ___________________________________________________________________
 EW4982  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 EW4982  DYNAMIC HT  -         319.870 (meters)    1049.44  (feet)  COMP
 EW4982  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 EW4982
 EW4982  VERT ORDER  -  FIRST     CLASS I
 EW4982
 EW4982.The horizontal coordinates were scaled from a topographic map and have
 EW4982.an estimated accuracy of +/- 6 seconds.
 EW4982
 EW4982.The orthometric height was determined by differential leveling
 EW4982.and adjusted in June 1991.
 EW4982.WARNING-Repeat measurements at this control monument indicate possible
 EW4982.vertical movement.
 EW4982
 EW4982.The geoid height was determined by GEOID03.
 EW4982
 EW4982.The dynamic height is computed by dividing the NAVD 88
 EW4982.geopotential number by the normal gravity value computed on the
 EW4982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4982.degrees latitude (g = 980.6199 gals.).
 EW4982
 EW4982.The modeled gravity was interpolated from observed gravity values.
 EW4982
 EW4982;                    North         East    Units  Estimated Accuracy
 EW4982;SPC CA 5     -   606,480.    1,943,320.      MT  (+/- 180 meters Scaled)
 EW4982
 EW4982                          SUPERSEDED SURVEY CONTROL
 EW4982
 EW4982  NGVD 29 (??/??/92)  319.416  (m)         1047.95   (f) ADJ UNCH    1 1
 EW4982
 EW4982.Superseded values are not recommended for survey control.
 EW4982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4982.See file dsdata.txt to determine how the superseded data were derived.
 EW4982
 EW4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU514141(NAD 83)
 EW4982_MARKER: DD = SURVEY DISK
 EW4982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4982_SP_SET: DRAINAGE DITCH
 EW4982_STAMPING: BM 208-79 1968 5869
 EW4982_MARK LOGO: CA-037
 EW4982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4982
 EW4982  HISTORY     - Date     Condition        Report By
 EW4982  HISTORY     - 1968     MONUMENTED       CA-037
 EW4982  HISTORY     - 1971     GOOD             NGS
 EW4982  HISTORY     - 1978     GOOD             NGS
 EW4982  HISTORY     - 1983     GOOD             USGS
 EW4982  HISTORY     - 1984     GOOD             NGS
 EW4982  HISTORY     - 1985     GOOD             NGS
 EW4982  HISTORY     - 1986     GOOD             NGS
 EW4982  HISTORY     - 1987     GOOD             NGS
 EW4982  HISTORY     - 19940721 MARK NOT FOUND   NGS
 EW4982
 EW4982                          STATION DESCRIPTION
 EW4982
 EW4982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4982'1.8 MI N FROM CASTAIC JUNCTION.
 EW4982'0.3 MILE NORTHEAST ALONG SAUGUS-VENTURA ROAD FROM THE LOS ANGELES
 EW4982'COUNTY FIRE STATION AT CASTAIC JUNCTION, THENCE 1.45 MILES
 EW4982'NORTH ALONG THE OLD ROAD, 0.2 MILE NORTHEAST OF A SERVICE STATION
 EW4982'AND THE WEST END OF A INTERSTATE HIGHWAY 5 OVERPASS, AT THE
 EW4982'SOUTHWEST END OF A CURVE, IN THE TOP OF THE SOUTHEAST CONCRETE
 EW4982'LINING WALL OF A DRAINAGE DITCH, 27 1/2 FEET NORTHWEST OF THE
 EW4982'CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTHEAST AND ACROSS THE
 EW4982'DITCH FROM POWER POLE 1871230E, 50 1/2 FEET NORTHWEST AND ACROSS
 EW4982'THE ROAD FROM GUY POLE 1871229E, 2.2 FEET NORTHWEST OF A WITNESS
 EW4982'POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  SECTION 1, T4N,
 EW4982'R17W.
 EW4982
 EW4982                          STATION RECOVERY (1978)
 EW4982
 EW4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4982'2.3 MILES SOUTH ALONG THE OLD ROAD, 0.2 MILE NORTH OF ABANDON SERVICE
 EW4982'STATION AND THE WEST END OF OVERPASS FOR HASLEY CANYON ROAD, IN TOP
 EW4982'THE EAST EDGE OF A Y-SHAPED CONCRETE CANAL, 360 FT. SOUTH OF CULVERT
 EW4982'NUMBER 4.09 , 40 FT. WEST OF GUY POLE NUMBER 229E, 30 FT. EAST OF
 EW4982'POWER POLE NUMBER 1871230E, 27 FT. WEST CENTER LINE FRONTAGE ROAD, 60
 EW4982'FT. SOUTH OF A 24-INCH METAL COVER MARK CSD SEWER EMBEDED IN THE WEST
 EW4982'EDGE OF ASPHALT.
 EW4982
 EW4982                          STATION RECOVERY (1983)
 EW4982
 EW4982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW4982'RECOVERED IN GOOD CONDITION.
 EW4982
 EW4982                          STATION RECOVERY (1984)
 EW4982
 EW4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW4982'RECOVERED IN GOOD CONDITION.
 EW4982
 EW4982                          STATION RECOVERY (1985)
 EW4982
 EW4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW4982'RECOVERED IN GOOD CONDITION.
 EW4982
 EW4982                          STATION RECOVERY (1986)
 EW4982
 EW4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW4982'RECOVERED IN GOOD CONDITION.
 EW4982
 EW4982                          STATION RECOVERY (1987)
 EW4982
 EW4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW4982'RECOVERED IN GOOD CONDITION.
 EW4982
 EW4982                          STATION RECOVERY (1994)
 EW4982
 EW4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4982'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4979 ***********************************************************************
 EW4979  DESIGNATION -  208 80
 EW4979  PID         -  EW4979
 EW4979  STATE/COUNTY-  CA/LOS ANGELES
 EW4979  USGS QUAD   -  NEWHALL (1995)
 EW4979
 EW4979                         *CURRENT SURVEY CONTROL
 EW4979  ___________________________________________________________________
 EW4979* NAD 83(1986)-  34 26 47.     (N)    118 36 41.     (W)     SCALED    
 EW4979* NAVD 88     -       311.514  (meters)    1022.03   (feet)  ADJUSTED  
 EW4979  ___________________________________________________________________
 EW4979  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW4979  DYNAMIC HT  -         311.169 (meters)    1020.89  (feet)  COMP
 EW4979  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 EW4979
 EW4979  VERT ORDER  -  FIRST     CLASS I
 EW4979
 EW4979.The horizontal coordinates were scaled from a topographic map and have
 EW4979.an estimated accuracy of +/- 6 seconds.
 EW4979
 EW4979.The orthometric height was determined by differential leveling
 EW4979.and adjusted in June 1995.
 EW4979
 EW4979.The geoid height was determined by GEOID03.
 EW4979
 EW4979.The dynamic height is computed by dividing the NAVD 88
 EW4979.geopotential number by the normal gravity value computed on the
 EW4979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4979.degrees latitude (g = 980.6199 gals.).
 EW4979
 EW4979.The modeled gravity was interpolated from observed gravity values.
 EW4979
 EW4979;                    North         East    Units  Estimated Accuracy
 EW4979;SPC CA 5     -   605,150.    1,943,820.      MT  (+/- 180 meters Scaled)
 EW4979
 EW4979                          SUPERSEDED SURVEY CONTROL
 EW4979
 EW4979  NAVD 88 (06/15/91)  311.520  (m)         1022.05   (f) UNKNOWN     1 1
 EW4979  NGVD 29 (??/??/92)  310.711  (m)         1019.39   (f) ADJ UNCH    1 1
 EW4979
 EW4979.Superseded values are not recommended for survey control.
 EW4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4979.See file dsdata.txt to determine how the superseded data were derived.
 EW4979
 EW4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU519128(NAD 83)
 EW4979_MARKER: DD = SURVEY DISK
 EW4979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4979_SP_SET: CULVERT HEADWALL
 EW4979_STAMPING: BM 208-80 1968 RE 5869
 EW4979_MARK LOGO: CA-037
 EW4979_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4979+STABILITY: SURFACE MOTION
 EW4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4979+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1994
 EW4979
 EW4979  HISTORY     - Date     Condition        Report By
 EW4979  HISTORY     - 1968     MONUMENTED       CA-037
 EW4979  HISTORY     - 1971     GOOD             NGS
 EW4979  HISTORY     - 1978     GOOD             NGS
 EW4979  HISTORY     - 1983     GOOD             USGS
 EW4979  HISTORY     - 1984     GOOD             NGS
 EW4979  HISTORY     - 1985     GOOD             NGS
 EW4979  HISTORY     - 1986     GOOD             NGS
 EW4979  HISTORY     - 1987     GOOD             NGS
 EW4979  HISTORY     - 19940719 GOOD             NGS
 EW4979
 EW4979                          STATION DESCRIPTION
 EW4979
 EW4979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4979'0.8 MI NE FROM CASTAIC JUNCTION.
 EW4979'0.3 MILE NORTHEAST ALONG SAUGUS-VENTURA ROAD FROM THE LOS ANGELES
 EW4979'COUNTY FIRE STATION AT CASTAIR JUNCTION, THENCE 0.45 MILE NORTH ALONG
 EW4979'THE OLD ROAD, 0.3 MILE SOUTH OF THE HONOR RANCHO ROAD OVERPASS
 EW4979'TWO POLES SOUTH OF THE CROSSING OF A POWER LINE, IN THE TOP OF THE
 EW4979'WEST CONCRETE HEAD WALL OF A 72-INCH PIPE CULVERT, 8.9 FEET NORTH OF
 EW4979'THE SOUTH END OF THE HEAD WALL, 23 1/2 FEET WEST OF THE CENTER LINE
 EW4979'OF THE ROAD, 37 1/2 FEET NORTHEAST OF POWER POLE 437364E, AND ABOUT
 EW4979'1 1/2 FEET HIGHER THAN THE ROAD.
 EW4979
 EW4979                          STATION RECOVERY (1978)
 EW4979
 EW4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4979'3.3 MILE SOUTH ALONG THE OLD ROAD, 0.5 MILE NORTH OF THE CASTAIC
 EW4979'JUNCTION RESTAURANT, IN TOP THE CENTER OF THE NORTHEAST HEADWALL OF A
 EW4979'DOUBLE BOX CULVERT NUMBER 510, 25 FT. SOUTHWEST OF THE CENTER LINE
 EW4979'FRONTAGE ROAD.
 EW4979
 EW4979                          STATION RECOVERY (1983)
 EW4979
 EW4979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW4979'RECOVERED IN GOOD CONDITION.
 EW4979
 EW4979                          STATION RECOVERY (1984)
 EW4979
 EW4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW4979'RECOVERED IN GOOD CONDITION.
 EW4979
 EW4979                          STATION RECOVERY (1985)
 EW4979
 EW4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW4979'RECOVERED IN GOOD CONDITION.
 EW4979
 EW4979                          STATION RECOVERY (1986)
 EW4979
 EW4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW4979'RECOVERED IN GOOD CONDITION.
 EW4979
 EW4979                          STATION RECOVERY (1987)
 EW4979
 EW4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW4979'RECOVERED IN GOOD CONDITION.
 EW4979
 EW4979                          STATION RECOVERY (1994)
 EW4979
 EW4979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4979'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG PARKER ROAD FROM THE JUNCTION OF
 EW4979'INTERSTATE HIGHWAY 5 IN CASTAIC, THENCE 5.3 KM (3.30 MI) SOUTHERLY
 EW4979'ALONG THE OLD ROAD, IN TOP OF AND 2.6 M (8.5 FT) SOUTHEAST OF THE
 EW4979'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER
 EW4979'THE ROAD, 6.9 M (22.6 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND 0.3
 EW4979'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4970 ***********************************************************************
 EW4970  DESIGNATION -  208 82
 EW4970  PID         -  EW4970
 EW4970  STATE/COUNTY-  CA/LOS ANGELES
 EW4970  USGS QUAD   -  NEWHALL (1995)
 EW4970
 EW4970                         *CURRENT SURVEY CONTROL
 EW4970  ___________________________________________________________________
 EW4970* NAD 83(1986)-  34 26 03.     (N)    118 35 38.     (W)     SCALED    
 EW4970* NAVD 88     -       318.139  (meters)    1043.76   (feet)  ADJUSTED  
 EW4970  ___________________________________________________________________
 EW4970  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EW4970  DYNAMIC HT  -         317.787 (meters)    1042.61  (feet)  COMP
 EW4970  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 EW4970
 EW4970  VERT ORDER  -  FIRST     CLASS I
 EW4970
 EW4970.The horizontal coordinates were scaled from a topographic map and have
 EW4970.an estimated accuracy of +/- 6 seconds.
 EW4970
 EW4970.The orthometric height was determined by differential leveling
 EW4970.and adjusted in June 1995.
 EW4970
 EW4970.The geoid height was determined by GEOID03.
 EW4970
 EW4970.The dynamic height is computed by dividing the NAVD 88
 EW4970.geopotential number by the normal gravity value computed on the
 EW4970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4970.degrees latitude (g = 980.6199 gals.).
 EW4970
 EW4970.The modeled gravity was interpolated from observed gravity values.
 EW4970
 EW4970;                    North         East    Units  Estimated Accuracy
 EW4970;SPC CA 5     -   603,780.    1,945,420.      MT  (+/- 180 meters Scaled)
 EW4970
 EW4970                          SUPERSEDED SURVEY CONTROL
 EW4970
 EW4970  NAVD 88 (06/15/91)  318.204  (m)         1043.97   (f) UNKNOWN     1 1
 EW4970  NGVD 29 (??/??/92)  317.395  (m)         1041.32   (f) ADJ UNCH    1 1
 EW4970
 EW4970.Superseded values are not recommended for survey control.
 EW4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4970.See file dsdata.txt to determine how the superseded data were derived.
 EW4970
 EW4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU535114(NAD 83)
 EW4970_MARKER: DD = SURVEY DISK
 EW4970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4970_SP_SET: CULVERT HEADWALL
 EW4970_STAMPING: BM 208-82 1968 5869
 EW4970_MARK LOGO: CA-037
 EW4970_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4970+STABILITY: SURFACE MOTION
 EW4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4970+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 EW4970
 EW4970  HISTORY     - Date     Condition        Report By
 EW4970  HISTORY     - 1968     MONUMENTED       CA-037
 EW4970  HISTORY     - 1971     GOOD             NGS
 EW4970  HISTORY     - 1971     GOOD             CA-037
 EW4970  HISTORY     - 1977     GOOD             NGS
 EW4970  HISTORY     - 1983     GOOD             USGS
 EW4970  HISTORY     - 1984     GOOD             NGS
 EW4970  HISTORY     - 1985     GOOD             NGS
 EW4970  HISTORY     - 1986     GOOD             NGS
 EW4970  HISTORY     - 1987     GOOD             NGS
 EW4970  HISTORY     - 19890502 GOOD             NGS
 EW4970  HISTORY     - 19940705 GOOD             NGS
 EW4970
 EW4970                          STATION DESCRIPTION
 EW4970
 EW4970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4970'3.6 MI W FROM SAUGUS.
 EW4970'3.55 MILES WEST ALONG THE SANTA PAULA BRANCH OF THE SOUTHERN
 EW4970'PACIFIC COMPANY RAILROAD FROM THE STATION AT SAUGUS, 0.15 MILE
 EW4970'SOUTHEAST OF MILEPOLE 445, AT THE CROSSING OF A PRIVATE ROAD,
 EW4970'115.7 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF THE
 EW4970'CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF A 12-INCH PIPE
 EW4970'CULVERT UNDER A CROSS ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 EW4970'TRACK.
 EW4970
 EW4970                          STATION RECOVERY (1971)
 EW4970
 EW4970'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1977)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1983)
 EW4970
 EW4970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1984)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1985)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1986)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1987)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW4970'RECOVERED IN GOOD CONDITION.
 EW4970
 EW4970                          STATION RECOVERY (1989)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4970'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM
 EW4970'(1.00 MI) SOUTHEASTERLY ALONG OLD ROAD FROM ITS JUNCTION WITH STATE
 EW4970'HIGHWAY 126 IN CASTAIC JUNCTION.  DELETE--0.15 SOUTHEAST OF MILEPOLE
 EW4970'445.  ADD--6.9 M (22.6FT) SOUTHWEST OF THE CENTERLINE OF THE
 EW4970'NORTHBOUND LANES OF THE ROAD.
 EW4970
 EW4970                          STATION RECOVERY (1994)
 EW4970
 EW4970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4970'1.1 KM (0.70 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 EW4970'PIRU, THENCE 18.6 KM (11.55 MI) EASTERLY ALONG STATE HIGHWAY 126,
 EW4970'THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE CASTAIC JUNCTION OFF-RAMP,
 EW4970'THENCE 0.4 KM (0.25 MI) EASTERLY ALONG HENRY MAYO DRIVE, THENCE 1.4 KM
 EW4970'(0.85 MI) SOUTHERLY ALONG THE OLD ROAD, IN TOP OF AND NEAR THE CENTER
 EW4970'OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER A CROSSOVER,
 EW4970'11.5 M (37.7 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 EW4970'OF THE ROAD, 10.7 M (35.1 FT) NORTHWEST OF THE CENTER OF THE
 EW4970'CROSSOVER, 7.2 M (23.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EW4970'NORTHBOUND LANES OF THE ROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 EW4970'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4957 ***********************************************************************
 EW4957  DESIGNATION -  208 87 B LA CO
 EW4957  PID         -  EW4957
 EW4957  STATE/COUNTY-  CA/LOS ANGELES
 EW4957  USGS QUAD   -  NEWHALL (1995)
 EW4957
 EW4957                         *CURRENT SURVEY CONTROL
 EW4957  ___________________________________________________________________
 EW4957* NAD 83(1986)-  34 25 13.     (N)    118 33 48.     (W)     SCALED    
 EW4957* NAVD 88     -       339.52   (+/-2cm)    1113.9    (feet)  VERTCON   
 EW4957  ___________________________________________________________________
 EW4957  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EW4957  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4957
 EW4957.The horizontal coordinates were scaled from a topographic map and have
 EW4957.an estimated accuracy of +/- 6 seconds.
 EW4957
 EW4957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4957.The vertical order pertains to the NGVD 29 superseded value.
 EW4957
 EW4957.The geoid height was determined by GEOID03.
 EW4957
 EW4957;                    North         East    Units  Estimated Accuracy
 EW4957;SPC CA 5     -   602,230.    1,948,220.      MT  (+/- 180 meters Scaled)
 EW4957
 EW4957                          SUPERSEDED SURVEY CONTROL
 EW4957
 EW4957  NGVD 29 (??/??/92)  338.71   (m)         1111.3    (f) COMPUTED    1 1
 EW4957
 EW4957.Superseded values are not recommended for survey control.
 EW4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4957.See file dsdata.txt to determine how the superseded data were derived.
 EW4957
 EW4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU563098(NAD 83)
 EW4957_MARKER: Z = SEE DESCRIPTION
 EW4957_SETTING: 0 = UNSPECIFIED SETTING
 EW4957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4957
 EW4957  HISTORY     - Date     Condition        Report By
 EW4957  HISTORY     - 1969     MONUMENTED       CA-037
 EW4957  HISTORY     - 1969     GOOD             CA-037
 EW4957  HISTORY     - 1973     GOOD             CA-037
 EW4957
 EW4957                          STATION DESCRIPTION
 EW4957
 EW4957'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1969
 EW4957'2 MI W FROM SAUGUS.
 EW4957'DISTANCE FROM 208-87 A TO 208-87 B IS .728 KM, DISTANCE FROM
 EW4957'208-87 B TO 208-88 IS .752 KM.
 EW4957
 EW4957                          STATION RECOVERY (1973)
 EW4957
 EW4957'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4957'HENRY MAYO DRIVE ABOUT 1.7 MILES NORTH-WESTERLY OF THE SOUTHERN
 EW4957'PACIFIC COMPANY RAILROAD STATION AT SAUGUS, ABOUT 1200 FEET NORTHERLY
 EW4957'OF HENRY MAYO DRIVE, ON THE SOUTHERLY BANK OF THE SANTA CLARA RIVER,
 EW4957'2.5 FEET NORTHERLY OF THE SOUTHEASTERLY CORNER OF EDISON COMPANY
 EW4957'TRANSMISSION TOWER NO.  /6 WHICH IS THE NORTHERLY ONE OF TWO TOWERS.
 EW4957'FROM THE INTERSECTION OF HENRY MAYO DRIVE AND NEWHALL AVENUE GO
 EW4957'NORTHERLY ON DIRT RANCH ROAD 0.2 MILE TO SOUTHERLY BANK OF THE SANTA
 EW4957'CLARA RIVER THENCE WESTERLY 0.5 MILE ON TRAVELED TRACK ALONG THE RIVER
 EW4957'BANK TO THE STATION.  SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH
 EW4957'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4952 ***********************************************************************
 EW4952  DESIGNATION -  208 89 A LA CO
 EW4952  PID         -  EW4952
 EW4952  STATE/COUNTY-  CA/LOS ANGELES
 EW4952  USGS QUAD   -  NEWHALL (1995)
 EW4952
 EW4952                         *CURRENT SURVEY CONTROL
 EW4952  ___________________________________________________________________
 EW4952* NAD 83(1986)-  34 25 06.     (N)    118 33 26.     (W)     SCALED    
 EW4952* NAVD 88     -       346.476  (meters)    1136.73   (feet)  READJUSTED
 EW4952  ___________________________________________________________________
 EW4952  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW4952  DYNAMIC HT  -         346.100 (meters)    1135.50  (feet)  COMP
 EW4952  MODELED GRAV-     979,527.0   (mgal)                       NAVD 88
 EW4952
 EW4952  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4952
 EW4952.The horizontal coordinates were scaled from a topographic map and have
 EW4952.an estimated accuracy of +/- 6 seconds.
 EW4952
 EW4952.The orthometric height was determined by differential leveling
 EW4952.and adjusted in February 1993.
 EW4952.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4952.distribution rate of 1.1 thru 2.0 mm/km.
 EW4952.The height was derived from older observations constrained to new
 EW4952.heights in a crustal motion area.  The height is approximate in
 EW4952.relation to other heights in its vicinity.
 EW4952
 EW4952.The geoid height was determined by GEOID03.
 EW4952
 EW4952.The dynamic height is computed by dividing the NAVD 88
 EW4952.geopotential number by the normal gravity value computed on the
 EW4952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4952.degrees latitude (g = 980.6199 gals.).
 EW4952
 EW4952.The modeled gravity was interpolated from observed gravity values.
 EW4952
 EW4952;                    North         East    Units  Estimated Accuracy
 EW4952;SPC CA 5     -   602,010.    1,948,780.      MT  (+/- 180 meters Scaled)
 EW4952
 EW4952                          SUPERSEDED SURVEY CONTROL
 EW4952
 EW4952  NGVD 29 (??/??/92)  345.665  (m)         1134.07   (f) ADJ UNCH    1 1
 EW4952
 EW4952.Superseded values are not recommended for survey control.
 EW4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4952.See file dsdata.txt to determine how the superseded data were derived.
 EW4952
 EW4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU568096(NAD 83)
 EW4952_MARKER: Z = SEE DESCRIPTION
 EW4952_SETTING: 0 = UNSPECIFIED SETTING
 EW4952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4952
 EW4952  HISTORY     - Date     Condition        Report By
 EW4952  HISTORY     - 1969     MONUMENTED       CA-037
 EW4952  HISTORY     - 1969     GOOD             CA-037
 EW4952  HISTORY     - 1973     GOOD             CA-037
 EW4952  HISTORY     - 1977     GOOD             NGS
 EW4952
 EW4952                          STATION DESCRIPTION
 EW4952
 EW4952'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1969
 EW4952'1 MI WNW FROM SAUGUS.
 EW4952'DISTANCE FROM 208-89 TO 208-89 A IS .060 KM, DISTANCE FROM
 EW4952'208-89 A TO 208-89B IS .554 KM.
 EW4952
 EW4952                          STATION RECOVERY (1973)
 EW4952
 EW4952'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4952'HENRY MAYO DRIVE ABOUT 1.1 MILES WESTERLY OF SOUTHERN PACIFIC COMPANY
 EW4952'RAILROAD STATION IN SAUGUS, ABOUT 327 FEET EASTERLY OF NEWHALL AVENUE,
 EW4952'38.3 FEET SOUTHERLY OF THE SOUTHERLY RAIL OF THE SOUTHERN PACIFIC
 EW4952'COMPANY RAILROAD MAIN TRACK, 37.0 FEET NORTHERLY OF THE APPROXIMATE
 EW4952'CENTERLINE OF HENRY MAYO DRIVE, 2.6 FEET NORTH OF A TELEPHONE POLE.
 EW4952'SET IN THE TOP OF A 10 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 EW4952'ABOVE THE GROUND.  A MARKER POST IS 2.0 FEET TO THE WEST.
 EW4952
 EW4952                          STATION RECOVERY (1977)
 EW4952
 EW4952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4955 ***********************************************************************
 EW4955  DESIGNATION -  208 89 LA CO
 EW4955  PID         -  EW4955
 EW4955  STATE/COUNTY-  CA/LOS ANGELES
 EW4955  USGS QUAD   -  NEWHALL (1995)
 EW4955
 EW4955                         *CURRENT SURVEY CONTROL
 EW4955  ___________________________________________________________________
 EW4955* NAD 83(1986)-  34 25 05.     (N)    118 33 27.     (W)     SCALED    
 EW4955* NAVD 88     -       346.618  (meters)    1137.20   (feet)  READJUSTED
 EW4955  ___________________________________________________________________
 EW4955  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW4955  DYNAMIC HT  -         346.240 (meters)    1135.96  (feet)  COMP
 EW4955  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 EW4955
 EW4955  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4955
 EW4955.The horizontal coordinates were scaled from a topographic map and have
 EW4955.an estimated accuracy of +/- 6 seconds.
 EW4955
 EW4955.The orthometric height was determined by differential leveling
 EW4955.and adjusted in February 1993.
 EW4955.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4955.distribution rate of 1.1 thru 2.0 mm/km.
 EW4955.The height was derived from older observations constrained to new
 EW4955.heights in a crustal motion area.  The height is approximate in
 EW4955.relation to other heights in its vicinity.
 EW4955
 EW4955.The geoid height was determined by GEOID03.
 EW4955
 EW4955.The dynamic height is computed by dividing the NAVD 88
 EW4955.geopotential number by the normal gravity value computed on the
 EW4955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4955.degrees latitude (g = 980.6199 gals.).
 EW4955
 EW4955.The modeled gravity was interpolated from observed gravity values.
 EW4955
 EW4955;                    North         East    Units  Estimated Accuracy
 EW4955;SPC CA 5     -   601,980.    1,948,750.      MT  (+/- 180 meters Scaled)
 EW4955
 EW4955                          SUPERSEDED SURVEY CONTROL
 EW4955
 EW4955  NGVD 29 (??/??/92)  345.807  (m)         1134.54   (f) ADJ UNCH    1 1
 EW4955
 EW4955.Superseded values are not recommended for survey control.
 EW4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4955.See file dsdata.txt to determine how the superseded data were derived.
 EW4955
 EW4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU568096(NAD 83)
 EW4955_MARKER: Z = SEE DESCRIPTION
 EW4955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4955_SP_SET: CULVERT
 EW4955_STAMPING: LA CO RD DEPT BM
 EW4955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4955
 EW4955  HISTORY     - Date     Condition        Report By
 EW4955  HISTORY     - UNK      MONUMENTED       CA-037
 EW4955  HISTORY     - 1968     GOOD             CA-037
 EW4955  HISTORY     - 1971     GOOD             CA-037
 EW4955  HISTORY     - 1977     GOOD             NGS
 EW4955
 EW4955                          STATION DESCRIPTION
 EW4955
 EW4955'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4955'1 MI WNW FROM SAUGUS.
 EW4955'SAUGUS, 1.05 MI WNW, ABOUT 1.05 MI W OF THE SOUTHERN PACIFIC
 EW4955'COMPANY RR STATION, ABOUT 250 FT E OF NEWHALL AVENUE, 57.7 FT
 EW4955'SE OF TELEPHONE POLE 45579H, 31.4 FT NW OF A 36-INCH ELM TREE,
 EW4955'26.4 FT S OF THE CENTER OF HENRY MAYO DRIVE, 5 FT N OF PP
 EW4955'1297605E, AT A CORRUGATED METAL PIPE CULVERT UNDER DRIVEWAY
 EW4955'TO A FARM HOUSE.  SET IN THE TOP CENTER OF THE WEST CONCRETE
 EW4955'HEADWALL OF CULVERT.
 EW4955
 EW4955                          STATION RECOVERY (1971)
 EW4955
 EW4955'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4955'RECOVERED IN GOOD CONDITION.
 EW4955
 EW4955                          STATION RECOVERY (1977)
 EW4955
 EW4955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2858 ***********************************************************************
 EW2858  DESIGNATION -  208 9 LA CO
 EW2858  PID         -  EW2858
 EW2858  STATE/COUNTY-  CA/LOS ANGELES
 EW2858  USGS QUAD   -  LIEBRE MOUNTIAN (1995)
 EW2858
 EW2858                         *CURRENT SURVEY CONTROL
 EW2858  ___________________________________________________________________
 EW2858* NAD 83(1986)-  34 44 40.     (N)    118 42 45.     (W)     SCALED    
 EW2858* NAVD 88     -      1222.96   (+/-2cm)    4012.3    (feet)  VERTCON   
 EW2858  ___________________________________________________________________
 EW2858  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EW2858  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2858
 EW2858.The horizontal coordinates were scaled from a topographic map and have
 EW2858.an estimated accuracy of +/- 6 seconds.
 EW2858
 EW2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2858.The vertical order pertains to the NGVD 29 superseded value.
 EW2858
 EW2858.The geoid height was determined by GEOID03.
 EW2858
 EW2858;                    North         East    Units  Estimated Accuracy
 EW2858;SPC CA 5     -   638,270.    1,934,760.      MT  (+/- 180 meters Scaled)
 EW2858
 EW2858                          SUPERSEDED SURVEY CONTROL
 EW2858
 EW2858  NGVD 29 (??/??/92) 1222.035  (m)         4009.29   (f) ADJ UNCH    1 1
 EW2858
 EW2858.Superseded values are not recommended for survey control.
 EW2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2858.See file dsdata.txt to determine how the superseded data were derived.
 EW2858
 EW2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU432460(NAD 83)
 EW2858_MARKER: DD = SURVEY DISK
 EW2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2858_STAMPING: BM 208-9 1968 5869
 EW2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2858+STABILITY: SURFACE MOTION
 EW2858
 EW2858  HISTORY     - Date     Condition        Report By
 EW2858  HISTORY     - 1968     MONUMENTED       CA-037
 EW2858  HISTORY     - 1971     GOOD             NGS
 EW2858
 EW2858                          STATION DESCRIPTION
 EW2858
 EW2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2858'AT QUAIL LAKE FIRE STATION.
 EW2858'AT QUAIL FIRE STATION, AT THE SOUTHWEST CORNER OF THE
 EW2858'INTERSECTION OF OLD RIDGE ROUTE HIGHWAY AND PINE CANYON ROAD,
 EW2858'57 FEET NORTH OF THE EXTENDED CENTER LINE OF ENTRANCE ROAD TO
 EW2858'FIRE STATION, 25 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 EW2858'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.5 FEET SOUTHEAST
 EW2858'OF A POST SUPPORTING A WEATHER BUREAU SIGN, 2.8 FEET WEST OF A
 EW2858'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND IN THE TOP OF A
 EW2858'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0205 ***********************************************************************
 DY0205  DESIGNATION -  208 C OF LB
 DY0205  PID         -  DY0205
 DY0205  STATE/COUNTY-  CA/LOS ANGELES
 DY0205  USGS QUAD   -  LONG BEACH (1981)
 DY0205
 DY0205                         *CURRENT SURVEY CONTROL
 DY0205  ___________________________________________________________________
 DY0205* NAD 83(1986)-  33 45 39.     (N)    118 14 25.     (W)     SCALED    
 DY0205* NAVD 88     -         2.32   (+/-2cm)       7.6    (feet)  VERTCON   
 DY0205  ___________________________________________________________________
 DY0205  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0205  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0205
 DY0205.The horizontal coordinates were scaled from a topographic map and have
 DY0205.an estimated accuracy of +/- 6 seconds.
 DY0205
 DY0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0205.The vertical order pertains to the NGVD 29 superseded value.
 DY0205
 DY0205.The geoid height was determined by GEOID03.
 DY0205
 DY0205;                    North         East    Units  Estimated Accuracy
 DY0205;SPC CA 5     -   528,960.    1,977,740.      MT  (+/- 180 meters Scaled)
 DY0205
 DY0205                          SUPERSEDED SURVEY CONTROL
 DY0205
 DY0205  NGVD 29 (??/??/92)    1.513  (m)            4.96   (f) ADJ UNCH    1 2
 DY0205
 DY0205.Superseded values are not recommended for survey control.
 DY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0205.See file dsdata.txt to determine how the superseded data were derived.
 DY0205
 DY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851363(NAD 83)
 DY0205_MARKER: DD = SURVEY DISK
 DY0205_SETTING: 0 = UNSPECIFIED SETTING
 DY0205_STAMPING: 208
 DY0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0205
 DY0205  HISTORY     - Date     Condition        Report By
 DY0205  HISTORY     - UNK      MONUMENTED       CA1970
 DY0205  HISTORY     - 1933     GOOD             NGS
 DY0205  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0205
 DY0205                          STATION DESCRIPTION
 DY0205
 DY0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DY0205'AT LONG BEACH.
 DY0205'ON TERMINAL ISLAND, 400 FEET SOUTHEAST OF SECTION POST 206,
 DY0205'186 FEET SOUTH OF CENTER OF TRACK, 500 FEET WEST OF SIGNBOARD
 DY0205'ZINC ON THE UNION PACIFIC RAILROAD, AND 164 FEET SOUTH OF THE
 DY0205'CENTERLINE OF TRACK.
 DY0205
 DY0205                          STATION RECOVERY (1945)
 DY0205
 DY0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1308 ***********************************************************************
 HT1308  DESIGNATION -  208 CADH
 HT1308  PID         -  HT1308
 HT1308  STATE/COUNTY-  CA/SAN MATEO
 HT1308  USGS QUAD   -  PALO ALTO (1997)
 HT1308
 HT1308                         *CURRENT SURVEY CONTROL
 HT1308  ___________________________________________________________________
 HT1308* NAD 83(1986)-  37 29 20.     (N)    122 12 58.     (W)     SCALED    
 HT1308* NAVD 88     -         2.40   (+/-2cm)       7.9    (feet)  VERTCON   
 HT1308  ___________________________________________________________________
 HT1308  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HT1308  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1308
 HT1308.The horizontal coordinates were scaled from a topographic map and have
 HT1308.an estimated accuracy of +/- 6 seconds.
 HT1308
 HT1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1308.The vertical order pertains to the NGVD 29 superseded value.
 HT1308
 HT1308.The geoid height was determined by GEOID03.
 HT1308
 HT1308;                    North         East    Units  Estimated Accuracy
 HT1308;SPC CA 3     -   611,140.    1,848,250.      MT  (+/- 180 meters Scaled)
 HT1308
 HT1308                          SUPERSEDED SURVEY CONTROL
 HT1308
 HT1308  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    1 2
 HT1308
 HT1308.Superseded values are not recommended for survey control.
 HT1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1308.See file dsdata.txt to determine how the superseded data were derived.
 HT1308
 HT1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG692493(NAD 83)
 HT1308_MARKER: DB = BENCH MARK DISK
 HT1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1308_SP_SET: CONCRETE MANHOLE BOX
 HT1308_STAMPING: BM 208 1953
 HT1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1308
 HT1308  HISTORY     - Date     Condition        Report By
 HT1308  HISTORY     - 1953     MONUMENTED       CADH
 HT1308  HISTORY     - 1967     GOOD             NGS
 HT1308  HISTORY     - 1976     GOOD             NGS
 HT1308
 HT1308                          STATION DESCRIPTION
 HT1308
 HT1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HT1308'0.8 MI NE FROM REDWOOD CITY.
 HT1308'0.25 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK AT
 HT1308'REDWOOD CITY, THENCE 0.5 MILE EAST ALONG VETERANS BOULEVARD, AT
 HT1308'THE JUNCTION OF CHESTNUT STREET, IN THE TOP OF THE NORTHEAST
 HT1308'CORNER OF A 7- BY 12-FOOT CONCRETE MANHOLE BOX WHICH PROJECTS
 HT1308'ABOUT 1 FOOT, 28 FEET SOUTH OF THE SOUTH EDGE OF THE BOULEVARD,
 HT1308'89.0 FEET EAST OF THE EAST CURB OF THE STREET, 6.7 FEET SOUTH
 HT1308'OF A CYCLONE FENCE, AND ABOUT LEVEL WITH THE BOULEVARD.
 HT1308
 HT1308                          STATION RECOVERY (1976)
 HT1308
 HT1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT1308'0.25 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK AT REDWOOD
 HT1308'CITY, THENCE 0.5 MILE EAST ALONG VETERANS BOULEVARD, AT THE SOUTHEAST
 HT1308'CORNER OF THE JUNCTION OF VETERANS BOULEVARD AND CHESTNUT STREET
 HT1308'SOUTH, IN TOP OF THE NORTHEAST CORNER OF A 7-BY-12 FOOT CONCRETE
 HT1308'MANHOLE BOX PROJECTING 1 FT ABOVE THE GROUND, 89 FT EAST OF THE EAST
 HT1308'CURB LINE OF THE STREET, 28 FT SOUTH OF SOUTH CURB LINE OF THE
 HT1308'BOULEVARD, 6.7 FT NORTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH3676 ***********************************************************************
 DH3676  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3676  DESIGNATION -  208.56 USBR
 DH3676  PID         -  DH3676
 DH3676  STATE/COUNTY-  CA/GLENN
 DH3676  USGS QUAD   -  HAMILTON CITY (1969)
 DH3676
 DH3676                         *CURRENT SURVEY CONTROL
 DH3676  ___________________________________________________________________
 DH3676* NAD 83(2007)-  39 44 47.88889(N)    122 07 21.69250(W)     ADJUSTED  
 DH3676* NAVD 88     -        64.56   (meters)     211.8    (feet)  GPS OBS   
 DH3676  ___________________________________________________________________
 DH3676  EPOCH DATE  -        2007.00
 DH3676  X           -  -2,611,223.766 (meters)                     COMP
 DH3676  Y           -  -4,158,987.316 (meters)                     COMP
 DH3676  Z           -   4,056,418.722 (meters)                     COMP
 DH3676  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 DH3676  ELLIP HEIGHT-          36.135 (meters)          (02/10/07) ADJUSTED
 DH3676  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DH3676
 DH3676  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3676  Type    PID    Designation                      North   East  Ellip
 DH3676  -------------------------------------------------------------------
 DH3676  NETWORK DH3676 208.56 USBR                       1.25   1.45   2.78
 DH3676  -------------------------------------------------------------------
 DH3676
 DH3676.The horizontal coordinates were established by GPS observations
 DH3676.and adjusted by the National Geodetic Survey in February 2007.
 DH3676
 DH3676.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3676.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3676.The horizontal coordinates are valid at the epoch date displayed above.
 DH3676.The epoch date for horizontal control is a decimal equivalence
 DH3676.of Year/Month/Day.
 DH3676
 DH3676.The orthometric height was determined by GPS observations and a
 DH3676.high-resolution geoid model.
 DH3676.The orthometric height was determined by GPS observations and a
 DH3676.high-resolution geoid model using precise GPS observation and
 DH3676.processing techniques.
 DH3676
 DH3676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3676
 DH3676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3676
 DH3676.The ellipsoidal height was determined by GPS observations
 DH3676.and is referenced to NAD 83.
 DH3676
 DH3676.The geoid height was determined by GEOID03.
 DH3676
 DH3676;                    North         East     Units Scale Factor Converg.
 DH3676;SPC CA 2     -   730,902.154 1,989,484.406   MT  0.99998135   -0 04 38.5
 DH3676;SPC CA 2     - 2,397,968.15  6,527,166.76   sFT  0.99998135   -0 04 38.5
 DH3676;UTM  10      - 4,400,004.840   575,163.297   MT  0.99966955   +0 33 39.5
 DH3676
 DH3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3676!SPC CA 2     -   0.99999433  x   0.99998135  =   0.99997568
 DH3676!UTM  10      -   0.99999433  x   0.99966955  =   0.99966388
 DH3676
 DH3676                          SUPERSEDED SURVEY CONTROL
 DH3676
 DH3676  NAD 83(1998)-  39 44 47.88751(N)    122 07 21.69182(W) AD(2004.30) B
 DH3676  ELLIP H (05/10/05)   36.086  (m)                       GP(       ) 4 1
 DH3676
 DH3676.Superseded values are not recommended for survey control.
 DH3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3676.See file dsdata.txt to determine how the superseded data were derived.
 DH3676
 DH3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK7516300005(NAD 83)
 DH3676_MARKER: DD = SURVEY DISK
 DH3676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3676_SP_SET: EDGE OF CANAL
 DH3676_STAMPING: 208.56
 DH3676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3676+STABILITY: SURFACE MOTION
 DH3676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3676+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DH3676
 DH3676  HISTORY     - Date     Condition        Report By
 DH3676  HISTORY     - UNK      MONUMENTED
 DH3676  HISTORY     - 20031010 SEE DESCRIPTION  FRAME
 DH3676
 DH3676                          STATION DESCRIPTION
 DH3676
 DH3676'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF)
 DH3676'THE STATION IS LOCATED ABOUT 6 MI WEST OF HAMILTON CITY AND ABOUT 3.5
 DH3676'MI EAST OF ORLAND.
 DH3676' 
 DH3676'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND
 DH3676'STATE HIGHWAY 32, ABOUT 1 MI WEST OF ORLAND, GO WEST ON HIGHWAY 32 FOR
 DH3676'0.4 MI TO THE INTERSECTION OF STATE HIGHWAY 99W. TURN RIGHT AND GO
 DH3676'SOUTH ON HIGHWAY 99W FOR 0.1 MI TO THE INTERSECTION WHERE HIGHWAY 32
 DH3676'TURNS EAST. TURN LEFT AND GO EAST ON HIGHWAY 32 FOR 4.0 MI TO THE
 DH3676'STATION ON THE RIGHT JUST WEST OF THE DRIVEWAY LEADING TO 7171 HIGHWAY
 DH3676'32.
 DH3676' 
 DH3676'THE STATION IS SET IN THE EAST EDGE OF A NORTH-SOUTH CANAL. IT IS
 DH3676'ABOUT 80 FT WEST OF THE CENTERLINE OF THE DRIVEWAY TO 7171 HIGHWAY 32,
 DH3676'ABOUT 60 FT SOUTH OF THE CENTERLINE OF HIGHWAY 32, ABOUT 25 FT
 DH3676'SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, ABOUT 15 FT SOUTH OF
 DH3676'AN EAST-WEST CANAL AND AT HIGHWAY 32 POST MILE 4.00. THE STATION IS AT
 DH3676'THE EAST END OF A CONCRETE WEIR CROSSING A NORTH-SOUTH IRRIGATION
 DH3676'CANAL ABOUT 15 SOUTH OF WHERE IT JOINS AN EAST-WEST IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0630 ***********************************************************************
 KS0630  DESIGNATION -  2087.00 CAHD
 KS0630  PID         -  KS0630
 KS0630  STATE/COUNTY-  CA/BUTTE
 KS0630  USGS QUAD   -  BERRY CREEK (1994)
 KS0630
 KS0630                         *CURRENT SURVEY CONTROL
 KS0630  ___________________________________________________________________
 KS0630* NAD 83(1986)-  39 43 36.     (N)    121 29 39.     (W)     SCALED    
 KS0630* NAVD 88     -       637.363  (meters)    2091.08   (feet)  ADJUSTED  
 KS0630  ___________________________________________________________________
 KS0630  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 KS0630  DYNAMIC HT  -         636.930 (meters)    2089.66  (feet)  COMP
 KS0630  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 KS0630
 KS0630  VERT ORDER  -  FIRST     CLASS II
 KS0630
 KS0630.The horizontal coordinates were scaled from a topographic map and have
 KS0630.an estimated accuracy of +/- 6 seconds.
 KS0630
 KS0630.The orthometric height was determined by differential leveling
 KS0630.and adjusted in June 1991.
 KS0630
 KS0630.The geoid height was determined by GEOID03.
 KS0630
 KS0630.The dynamic height is computed by dividing the NAVD 88
 KS0630.geopotential number by the normal gravity value computed on the
 KS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0630.degrees latitude (g = 980.6199 gals.).
 KS0630
 KS0630.The modeled gravity was interpolated from observed gravity values.
 KS0630
 KS0630;                    North         East    Units  Estimated Accuracy
 KS0630;SPC CA 2     -   728,800.    2,043,370.      MT  (+/- 180 meters Scaled)
 KS0630
 KS0630                          SUPERSEDED SURVEY CONTROL
 KS0630
 KS0630  NGVD 29 (??/??/??)  636.604  (m)         2088.59   (f) ADJUSTED    1 2
 KS0630
 KS0630.Superseded values are not recommended for survey control.
 KS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0630.See file dsdata.txt to determine how the superseded data were derived.
 KS0630
 KS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ290985(NAD 83)
 KS0630_MARKER: P = PIPE CAP
 KS0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0630_SP_SET: CULVERT
 KS0630_STAMPING: CHC BM 2087.00
 KS0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0630
 KS0630  HISTORY     - Date     Condition        Report By
 KS0630  HISTORY     - UNK      MONUMENTED       CADH
 KS0630  HISTORY     - 1952     GOOD             NGS
 KS0630  HISTORY     - 1956     GOOD             NGS
 KS0630  HISTORY     - 20040324 GOOD             CADT
 KS0630
 KS0630                          STATION DESCRIPTION
 KS0630
 KS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0630'7.4 MI SW FROM PULGA.
 KS0630'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0630'PULGA, THENCE 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 24, IN
 KS0630'THE TOP OF THE SOUTH END OF THE EAST CONCRETE WALL OF A L SHAPE
 KS0630'CULVERT, ABOUT 150 FEET SOUTH OF THE NORTH END OF A LARGE CUT,
 KS0630'18.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT NORTH
 KS0630'OF THE SOUTH END OF A CONCRETE DRAIN CULVERT, ABOUT LEVEL WITH
 KS0630'THE HIGHWAY.  NOTE-- STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40
 KS0630'ALTERNATE.
 KS0630
 KS0630                          STATION RECOVERY (1956)
 KS0630
 KS0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KS0630'RECOVERED IN GOOD CONDITION.
 KS0630
 KS0630                          STATION RECOVERY (2004)
 KS0630
 KS0630'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0204 ***********************************************************************
 DY0204  DESIGNATION -  209 C OF LB
 DY0204  PID         -  DY0204
 DY0204  STATE/COUNTY-  CA/LOS ANGELES
 DY0204  USGS QUAD   -  LONG BEACH (1981)
 DY0204
 DY0204                         *CURRENT SURVEY CONTROL
 DY0204  ___________________________________________________________________
 DY0204* NAD 83(1986)-  33 45 37.     (N)    118 14 21.     (W)     SCALED    
 DY0204* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 DY0204  ___________________________________________________________________
 DY0204  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0204  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0204
 DY0204.The horizontal coordinates were scaled from a topographic map and have
 DY0204.an estimated accuracy of +/- 6 seconds.
 DY0204
 DY0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0204.The vertical order pertains to the NGVD 29 superseded value.
 DY0204
 DY0204.The geoid height was determined by GEOID03.
 DY0204
 DY0204;                    North         East    Units  Estimated Accuracy
 DY0204;SPC CA 5     -   528,900.    1,977,840.      MT  (+/- 180 meters Scaled)
 DY0204
 DY0204                          SUPERSEDED SURVEY CONTROL
 DY0204
 DY0204  NGVD 29 (??/??/92)    1.354  (m)            4.44   (f) ADJ UNCH    1 2
 DY0204
 DY0204.Superseded values are not recommended for survey control.
 DY0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0204.See file dsdata.txt to determine how the superseded data were derived.
 DY0204
 DY0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852362(NAD 83)
 DY0204_MARKER: DD = SURVEY DISK
 DY0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0204_STAMPING: 209 7.971 53+31.38
 DY0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0204+STABILITY: SURFACE MOTION
 DY0204
 DY0204  HISTORY     - Date     Condition        Report By
 DY0204  HISTORY     - UNK      MONUMENTED       CA1970
 DY0204  HISTORY     - 1941     GOOD             NGS
 DY0204  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0204
 DY0204                          STATION DESCRIPTION
 DY0204
 DY0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY0204'AT LONG BEACH.
 DY0204'ON TERMINAL ISLAND, ALONG RIGHT-OF-WAY OF UNION PACIFIC RAILROAD,
 DY0204'ABOUT 345 FEET EAST AND ABOUT 125 FEET SOUTH FROM CENTER OF
 DY0204'INTERSECTION OF TRACKS WITH HENRY FORD STREET, BETWEEN UNION
 DY0204'PACIFIC RAILROAD TRACKS, AND SEASIDE AVENUE, 125 FEET SOUTH
 DY0204'OF AND ABOUT 3 FEET BELOW CENTERLINE OF TRACKS, IN CONCRETE
 DY0204'POST ABOUT 1.5 FEET UNDERGROUND.
 DY0204
 DY0204                          STATION RECOVERY (1945)
 DY0204
 DY0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0933 ***********************************************************************
 KS0933  DESIGNATION -  2093
 KS0933  PID         -  KS0933
 KS0933  STATE/COUNTY-  CA/YUBA
 KS0933  USGS QUAD   -  OLIVEHURST (1973)
 KS0933
 KS0933                         *CURRENT SURVEY CONTROL
 KS0933  ___________________________________________________________________
 KS0933* NAD 83(1986)-  39 06 05.     (N)    121 33 40.     (W)     SCALED    
 KS0933* NAVD 88     -        19.774  (meters)      64.88   (feet)  ADJUSTED  
 KS0933  ___________________________________________________________________
 KS0933  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 KS0933  DYNAMIC HT  -          19.762 (meters)      64.84  (feet)  COMP
 KS0933  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 KS0933
 KS0933  VERT ORDER  -  FIRST     CLASS II
 KS0933
 KS0933.This mark is at Yuba County Airport (MYV)
 KS0933
 KS0933.The horizontal coordinates were scaled from a topographic map and have
 KS0933.an estimated accuracy of +/- 6 seconds.
 KS0933
 KS0933.The orthometric height was determined by differential leveling
 KS0933.and adjusted in June 1991.
 KS0933
 KS0933.The geoid height was determined by GEOID03.
 KS0933
 KS0933.The dynamic height is computed by dividing the NAVD 88
 KS0933.geopotential number by the normal gravity value computed on the
 KS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0933.degrees latitude (g = 980.6199 gals.).
 KS0933
 KS0933.The modeled gravity was interpolated from observed gravity values.
 KS0933
 KS0933;                    North         East    Units  Estimated Accuracy
 KS0933;SPC CA 2     -   659,350.    2,037,960.      MT  (+/- 180 meters Scaled)
 KS0933
 KS0933                          SUPERSEDED SURVEY CONTROL
 KS0933
 KS0933  NGVD 29 (??/??/??)   19.077  (m)           62.59   (f) ADJUSTED    1 2
 KS0933
 KS0933.Superseded values are not recommended for survey control.
 KS0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0933.See file dsdata.txt to determine how the superseded data were derived.
 KS0933
 KS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ244290(NAD 83)
 KS0933_MARKER: P = PIPE CAP
 KS0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0933_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS0933_STAMPING: 2093 65.66
 KS0933_MARK LOGO: USE   
 KS0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0933+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0933
 KS0933  HISTORY     - Date     Condition        Report By
 KS0933  HISTORY     - UNK      MONUMENTED       DOD
 KS0933  HISTORY     - 1964     GOOD             NGS
 KS0933  HISTORY     - 1974     GOOD             USE
 KS0933  HISTORY     - 19880812 GOOD             NGS
 KS0933  HISTORY     - 20040311 GOOD             CADT
 KS0933
 KS0933                          STATION DESCRIPTION
 KS0933
 KS0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KS0933'2.6 MI S FROM MARYSVILLE.
 KS0933'ABOUT 1 3/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS0933'FROM THE STATION AT MARYSVILLE, YUBA COUNTY, THENCE ABOUT 0.65
 KS0933'MILE WEST ALONG FEATHER RIVER BOULEVARD, AND THENCE ABOUT 0.25
 KS0933'MILE SOUTH ALONG A PAVED STREET, AT YUBA COUNTY AIRPORT, ABOUT
 KS0933'0.4 MILE NORTHEAST OF THE AIRPORT BEACON, IN LINE WITH THE
 KS0933'PROLONGATION TO THE EAST OF THE CENTER LINE OF THE EAST-AND-WEST
 KS0933'RUNWAY, ABOUT 283 FEET EAST OF THE EAST END OF THE RUNWAY, 35
 KS0933'FEET WEST OF THE CENTER LINE OF A PAVED ROAD PARALLELING THE
 KS0933'EAST BOUNDARY FENCE, AND 0.8 FOOT WEST OF THE FENCE.
 KS0933
 KS0933                          STATION RECOVERY (1974)
 KS0933
 KS0933'RECOVERY NOTE BY US ENGINEERS 1974
 KS0933'RECOVERED IN GOOD CONDITION.
 KS0933
 KS0933                          STATION RECOVERY (1988)
 KS0933
 KS0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0933'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 KS0933'(0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD
 KS0933'STATION IN MARYSVILLE, THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG
 KS0933'STATE HIGHWAY 70, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG FEATHER RIVER
 KS0933'BOULEVARD, THENCE 3.1 KM (1.95 MI) SOUTHERLY ALONG ARBOGA ROAD, ON THE
 KS0933'EXTENDED CENTER OF THE EAST-WEST RUNWAY OF THE YUBA COUNTY AIRPORT,
 KS0933'16.5 M (54.1 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE AIRPORT,
 KS0933'9.6 M (31.5 FT) WEST OF THE CENTERLINE OF THE ROAD, 3.1 M (10.2 FT)
 KS0933'EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY.
 KS0933
 KS0933                          STATION RECOVERY (2004)
 KS0933
 KS0933'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0887 ***********************************************************************
 HR0887  DESIGNATION -  21
 HR0887  PID         -  HR0887
 HR0887  STATE/COUNTY-  CA/TUOLUMNE
 HR0887  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0887
 HR0887                         *CURRENT SURVEY CONTROL
 HR0887  ___________________________________________________________________
 HR0887* NAD 83(1986)-  37 51 56.     (N)    119 58 00.     (W)     SCALED    
 HR0887* NAVD 88     -      1193.04   (+/-2cm)    3914.2    (feet)  VERTCON   
 HR0887  ___________________________________________________________________
 HR0887  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HR0887  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0887
 HR0887.The horizontal coordinates were scaled from a topographic map and have
 HR0887.an estimated accuracy of +/- 6 seconds.
 HR0887
 HR0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0887.The vertical order pertains to the NGVD 29 superseded value.
 HR0887
 HR0887.The geoid height was determined by GEOID03.
 HR0887
 HR0887;                    North         East    Units  Estimated Accuracy
 HR0887;SPC CA 3     -   651,690.    2,046,930.      MT  (+/- 180 meters Scaled)
 HR0887
 HR0887                          SUPERSEDED SURVEY CONTROL
 HR0887
 HR0887  NGVD 29 (??/??/92) 1192.205  (m)         3911.43   (f) ADJ UNCH    1 2
 HR0887
 HR0887.Superseded values are not recommended for survey control.
 HR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0887.See file dsdata.txt to determine how the superseded data were derived.
 HR0887
 HR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB390950(NAD 83)
 HR0887_MARKER: DD = SURVEY DISK
 HR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0887_STAMPING: 21
 HR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0887+STABILITY: SURFACE MOTION
 HR0887
 HR0887  HISTORY     - Date     Condition        Report By
 HR0887  HISTORY     - UNK      MONUMENTED       HHWS
 HR0887  HISTORY     - 1956     GOOD             NGS
 HR0887  HISTORY     - 19861024 GOOD             USPSQD
 HR0887
 HR0887                          STATION DESCRIPTION
 HR0887
 HR0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0887'7.5 MI W FROM MATHER.
 HR0887'7.5 MILES WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0887'MATHER, 0.4 MILE EAST OF THE Y JUNCTION OF THE CHERRY VALLEY
 HR0887'ACCESS ROAD, ON THE OUTSIDE OF A CURVE, AT THE CROSSING OF A
 HR0887'WASH, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28.6 FEET
 HR0887'SOUTH OF THE CENTER OF THE SOUTH END OF A 24-INCH CORRUGATED
 HR0887'METAL PIPE CULVERT, 15 FEET WEST OF THE APPROXIMATE CENTER OF
 HR0887'THE WASH, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 HR0887'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HR0887'0.2 FOOT ABOVE THE GROUND.
 HR0887
 HR0887                          STATION RECOVERY (1986)
 HR0887
 HR0887'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0033 ***********************************************************************
 HR0033  DESIGNATION -  21
 HR0033  PID         -  HR0033
 HR0033  STATE/COUNTY-  CA/INYO
 HR0033  USGS QUAD   -  POLETA CANYON (1994)
 HR0033
 HR0033                         *CURRENT SURVEY CONTROL
 HR0033  ___________________________________________________________________
 HR0033* NAD 83(1986)-  37 15 30.     (N)    118 17 31.     (W)     SCALED    
 HR0033* NAVD 88     -      1213.881  (meters)    3982.54   (feet)  ADJUSTED  
 HR0033  ___________________________________________________________________
 HR0033  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 HR0033  DYNAMIC HT  -        1212.490 (meters)    3977.98  (feet)  COMP
 HR0033  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 HR0033
 HR0033  VERT ORDER  -  FIRST     CLASS II
 HR0033
 HR0033.The horizontal coordinates were scaled from a topographic map and have
 HR0033.an estimated accuracy of +/- 6 seconds.
 HR0033
 HR0033.The orthometric height was determined by differential leveling
 HR0033.and adjusted in June 1991.
 HR0033
 HR0033.The geoid height was determined by GEOID03.
 HR0033
 HR0033.The dynamic height is computed by dividing the NAVD 88
 HR0033.geopotential number by the normal gravity value computed on the
 HR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0033.degrees latitude (g = 980.6199 gals.).
 HR0033
 HR0033.The modeled gravity was interpolated from observed gravity values.
 HR0033
 HR0033;                    North         East    Units  Estimated Accuracy
 HR0033;SPC CA 4     -   713,840.    2,062,810.      MT  (+/- 180 meters Scaled)
 HR0033
 HR0033                          SUPERSEDED SURVEY CONTROL
 HR0033
 HR0033  NGVD 29 (??/??/92) 1212.729  (m)         3978.76   (f) ADJ UNCH    1 2
 HR0033
 HR0033.Superseded values are not recommended for survey control.
 HR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0033.See file dsdata.txt to determine how the superseded data were derived.
 HR0033
 HR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB854243(NAD 83)
 HR0033_MARKER: P = PIPE CAP
 HR0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0033_SP_SET: SHALLOW-SET PIPE
 HR0033_STAMPING: 21 3981 BF 1905
 HR0033_MARK LOGO: USGS  
 HR0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0033
 HR0033  HISTORY     - Date     Condition        Report By
 HR0033  HISTORY     - 1905     MONUMENTED       USGS
 HR0033  HISTORY     - 1962     GOOD             NGS
 HR0033  HISTORY     - 1987     POOR             NGS
 HR0033
 HR0033                          STATION DESCRIPTION
 HR0033
 HR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0033'8.2 MI N FROM BIG PINE.
 HR0033'0.8 MILE NORTH ALONG U.S. HIGHWAYS 6 AND 395 FROM BIG PINE SCHOOL
 HR0033'AT BIG PINE, THENCE 1.9 MILES EAST ALONG ALVORD ROAD, THENCE
 HR0033'5.5 MILES NORTH ALONG THE ABANDONED GRADE OF THE SOUTHERN PACIFIC
 HR0033'RAILROAD, 18 FEET WEST OF THE CENTER LINE OF THE ROAD BED, 40
 HR0033'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 41 FEET EAST OF
 HR0033'THE CENTER LINE OF A TRACK ROAD, 1.3 FEET SOUTH OF THE WITNESS
 HR0033'POST, 1 1/2 FEET HIGHER THAN THE ROAD BED AND ON THE TOP OF A
 HR0033'3-INCH PIPE PROJECTING 2.4 FEET.
 HR0033
 HR0033                          STATION RECOVERY (1987)
 HR0033
 HR0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0033'RECOVERED IN POOR CONDITION, THE MARK IS LEANING.  NOT LEVELED THIS
 HR0033'SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1610 ***********************************************************************
 GT1610  DESIGNATION -  21
 GT1610  PID         -  GT1610
 GT1610  STATE/COUNTY-  CA/FRESNO
 GT1610  USGS QUAD   -  CLOVIS (1981)
 GT1610
 GT1610                         *CURRENT SURVEY CONTROL
 GT1610  ___________________________________________________________________
 GT1610* NAD 83(1986)-  36 48 31.     (N)    119 41 59.     (W)     SCALED    
 GT1610* NAVD 88     -       109.89   (+/-2cm)     360.5    (feet)  VERTCON   
 GT1610  ___________________________________________________________________
 GT1610  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 GT1610  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1610
 GT1610.The horizontal coordinates were scaled from a topographic map and have
 GT1610.an estimated accuracy of +/- 6 seconds.
 GT1610
 GT1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1610.The vertical order pertains to the NGVD 29 superseded value.
 GT1610
 GT1610.The geoid height was determined by GEOID03.
 GT1610
 GT1610;                    North         East    Units  Estimated Accuracy
 GT1610;SPC CA 4     -   663,930.    1,937,570.      MT  (+/- 180 meters Scaled)
 GT1610
 GT1610                          SUPERSEDED SURVEY CONTROL
 GT1610
 GT1610  NGVD 29 (??/??/92)  109.125  (m)          358.02   (f) ADJ UNCH    1 2
 GT1610
 GT1610.Superseded values are not recommended for survey control.
 GT1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1610.See file dsdata.txt to determine how the superseded data were derived.
 GT1610
 GT1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA591770(NAD 83)
 GT1610_MARKER: DD = SURVEY DISK
 GT1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1610_STAMPING: 21
 GT1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1610+STABILITY: SURFACE MOTION
 GT1610
 GT1610  HISTORY     - Date     Condition        Report By
 GT1610  HISTORY     - UNK      MONUMENTED       CA-019
 GT1610  HISTORY     - 1959     GOOD             NGS
 GT1610
 GT1610                          STATION DESCRIPTION
 GT1610
 GT1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1610'1.2 MI S FROM CLOVIS.
 GT1610'1.15 MILES SOUTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC
 GT1610'RAILROAD STATION AT CLOVIS, AT THE INTERSECTION OF STATE HIGHWAY
 GT1610'168 (SHAW AVENUE), IN TOP OF THE SOUTH CORNER OF A CONCRETE
 GT1610'FOUNDATION FOR A 4-INCH STEEL POLE SUPPORTING A LIGHT, 36 FEET
 GT1610'WEST OF THE CENTER LINE OF CLOVIS AVENUE, 31 FEET NORTH OF THE
 GT1610'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF THE STEEL POLE,
 GT1610'AND ABOUT LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3144 ***********************************************************************
 AB3144  DESIGNATION -  21 00500
 AB3144  PID         -  AB3144
 AB3144  STATE/COUNTY-  CA/LOS ANGELES
 AB3144  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3144
 AB3144                         *CURRENT SURVEY CONTROL
 AB3144  ___________________________________________________________________
 AB3144* NAD 83(1986)-  34 15 52.     (N)    118 35 40.     (W)     SCALED    
 AB3144* NAVD 88     -       308.767  (meters)    1013.01   (feet)  ADJUSTED  
 AB3144  ___________________________________________________________________
 AB3144  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AB3144  DYNAMIC HT  -         308.434 (meters)    1011.92  (feet)  COMP
 AB3144  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 AB3144
 AB3144  VERT ORDER  -  THIRD
 AB3144
 AB3144.The horizontal coordinates were scaled from a topographic map and have
 AB3144.an estimated accuracy of +/- 6 seconds.
 AB3144
 AB3144.The orthometric height was determined by differential leveling
 AB3144.and adjusted in November 1996.
 AB3144
 AB3144.The geoid height was determined by GEOID03.
 AB3144
 AB3144.The dynamic height is computed by dividing the NAVD 88
 AB3144.geopotential number by the normal gravity value computed on the
 AB3144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3144.degrees latitude (g = 980.6199 gals.).
 AB3144
 AB3144.The modeled gravity was interpolated from observed gravity values.
 AB3144
 AB3144;                    North         East    Units  Estimated Accuracy
 AB3144;SPC CA 5     -   584,960.    1,945,260.      MT  (+/- 180 meters Scaled)
 AB3144
 AB3144                          SUPERSEDED SURVEY CONTROL
 AB3144
 AB3144.No superseded survey control is available for this station.
 AB3144
 AB3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT532926(NAD 83)
 AB3144_MARKER: DD = SURVEY DISK
 AB3144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3144_SP_SET: SIDEWALK
 AB3144_STAMPING: 21-00500 1977
 AB3144_MARK LOGO: LACFCD
 AB3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3144+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 AB3144
 AB3144  HISTORY     - Date     Condition        Report By
 AB3144  HISTORY     - 1977     MONUMENTED       LACFCD
 AB3144  HISTORY     - 19940927 GOOD             MWDSC
 AB3144  HISTORY     - 20050803 GOOD             USPSQD
 AB3144
 AB3144                          STATION DESCRIPTION
 AB3144
 AB3144'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3144'CHATSWORTH, NEAR THE INTERSECTION OF CHATSWORTH ST AND BROWNS CREEK
 AB3144'FLOOD CONTROL CHANNEL AND DEERING AVE, 38 FEET (11.6 M) NORTH OF THE
 AB3144'STREET AND 240 FEET (73.2 M) EAST OF THE AVE AND 53 FEET (16.2 M) WEST
 AB3144'OF THE FLOOD CONTROL CHANNEL AND 108 FEET (32.9 M) EAST OF MWDSC AIR
 AB3144'VENT STACK AT STATION 379+89.  A 2-1/4 INCH LACFDC BRASS DISK STAMPED
 AB3144'21-00500 1977 SET IN THE CONCRETE WALK DRIVEWAY APRON AND 4.5 FEET
 AB3144'(1.4 M) BACK OF WALK.  REF MWD FB 4032 01 043.
 AB3144
 AB3144                          STATION RECOVERY (2005)
 AB3144
 AB3144'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2004 ***********************************************************************
 DY2004  DESIGNATION -  21 02860
 DY2004  PID         -  DY2004
 DY2004  STATE/COUNTY-  CA/LOS ANGELES
 DY2004  USGS QUAD   -  TORRANCE (1981)
 DY2004
 DY2004                         *CURRENT SURVEY CONTROL
 DY2004  ___________________________________________________________________
 DY2004* NAD 83(1986)-  33 47 54.     (N)    118 16 58.     (W)     SCALED    
 DY2004* NAVD 88     -        11.501  (meters)      37.73   (feet)  ADJUSTED  
 DY2004  ___________________________________________________________________
 DY2004  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY2004  DYNAMIC HT  -          11.489 (meters)      37.69  (feet)  COMP
 DY2004  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 DY2004
 DY2004  VERT ORDER  -  FIRST     CLASS I
 DY2004
 DY2004.The horizontal coordinates were scaled from a topographic map and have
 DY2004.an estimated accuracy of +/- 6 seconds.
 DY2004
 DY2004.The orthometric height was determined by differential leveling
 DY2004.and adjusted in June 1995.
 DY2004.WARNING-Repeat measurements at this control monument indicate possible
 DY2004.vertical movement.
 DY2004
 DY2004.The geoid height was determined by GEOID03.
 DY2004
 DY2004.The dynamic height is computed by dividing the NAVD 88
 DY2004.geopotential number by the normal gravity value computed on the
 DY2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2004.degrees latitude (g = 980.6199 gals.).
 DY2004
 DY2004.The modeled gravity was interpolated from observed gravity values.
 DY2004
 DY2004;                    North         East    Units  Estimated Accuracy
 DY2004;SPC CA 5     -   533,130.    1,973,810.      MT  (+/- 180 meters Scaled)
 DY2004
 DY2004                          SUPERSEDED SURVEY CONTROL
 DY2004
 DY2004  NAVD 88 (06/15/91)   11.511  (m)           37.77   (f) UNKNOWN     1 1
 DY2004  NGVD 29 (??/??/92)   10.725  (m)           35.19   (f) ADJ UNCH    1 1
 DY2004
 DY2004.Superseded values are not recommended for survey control.
 DY2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2004.See file dsdata.txt to determine how the superseded data were derived.
 DY2004
 DY2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812405(NAD 83)
 DY2004_MARKER: DD = SURVEY DISK
 DY2004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2004_SP_SET: CATCH BASIN
 DY2004_STAMPING: PBM 21-02860 1967
 DY2004_MARK LOGO: CA1980
 DY2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2004+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY2004
 DY2004  HISTORY     - Date     Condition        Report By
 DY2004  HISTORY     - 1967     MONUMENTED       CA1980
 DY2004  HISTORY     - 1970     GOOD             CA1980
 DY2004  HISTORY     - 1976     GOOD             NGS
 DY2004  HISTORY     - 1978     GOOD             NGS
 DY2004  HISTORY     - 19890318 GOOD             NGS
 DY2004  HISTORY     - 19890531 GOOD             NGS
 DY2004  HISTORY     - 19940722 GOOD             NGS
 DY2004
 DY2004                          STATION DESCRIPTION
 DY2004
 DY2004'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1970
 DY2004'2.4 MI N FROM LOS ANGELES.
 DY2004'2.4 MI N OF THE VINCENT THOMAS BRIDGE IN LOS ANGELES, WILMINGTON
 DY2004'AREA, WEST LOMITA BOULEVARD AND FIGUEROA STREET, AT THE NE CORNER,
 DY2004'9.8 FEET NW OF A TRAFFIC LIGHT, 3.8 FEET E OF THE N END OF CURB
 DY2004'RETURN, AT A CONCRETE CATCH BASIN.  SET IN THE TOP OF THE
 DY2004'SE CORNER OF A CONCRETE CATCH BASIN.
 DY2004
 DY2004                          STATION RECOVERY (1976)
 DY2004
 DY2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY2004'AT LOS ANGELES, WILMINGTON AREA, AT THE NORTHEAST CORNER OF THE
 DY2004'INTERSECTION OF LOMITA BOULEVARD AND FIGUEROA STREET, IN TOP OF THE
 DY2004'SOUTHEAST CORNER OF CATCH BASIN, 4.3 FT NORTH OF CURB RETURN NORTH OF
 DY2004'BOULEVARD, 4 FT EAST OF EAST CURB LINE OF STREET.
 DY2004
 DY2004                          STATION RECOVERY (1978)
 DY2004
 DY2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2004'RECOVERED IN GOOD CONDITION.
 DY2004
 DY2004                          STATION RECOVERY (1989)
 DY2004
 DY2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2004'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--16.9
 DY2004'M (55.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DY2004'BOULEVARD, 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DY2004'LANES OF THE STREET, AND LEVEL WITH THE BOULEVARD.
 DY2004
 DY2004                          STATION RECOVERY (1989)
 DY2004
 DY2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2004'RECOVERED IN GOOD CONDITION.
 DY2004
 DY2004                          STATION RECOVERY (1994)
 DY2004
 DY2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2004'IN CARSON, AT THE INTERSECTION OF LOMITA BOULEVARD AND FIGUEROA
 DY2004'STREET, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 17.1 M
 DY2004'(56.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DY2004'BOULEVARD, 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DY2004'LANES OF THE STREET, 3.0 M (9.8 FT) NORTH OF A SIGNAL LIGHT POLE WITH
 DY2004'A STREET LIGHT ATTACHED, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 DY2004'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2006 ***********************************************************************
 DY2006  DESIGNATION -  21 03269
 DY2006  PID         -  DY2006
 DY2006  STATE/COUNTY-  CA/LOS ANGELES
 DY2006  USGS QUAD   -  TORRANCE (1981)
 DY2006
 DY2006                         *CURRENT SURVEY CONTROL
 DY2006  ___________________________________________________________________
 DY2006* NAD 83(1986)-  33 47 54.     (N)    118 16 31.     (W)     SCALED    
 DY2006* NAVD 88     -        13.079  (meters)      42.91   (feet)  ADJUSTED  
 DY2006  ___________________________________________________________________
 DY2006  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2006  DYNAMIC HT  -          13.066 (meters)      42.87  (feet)  COMP
 DY2006  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 DY2006
 DY2006  VERT ORDER  -  FIRST     CLASS I
 DY2006
 DY2006.The horizontal coordinates were scaled from a topographic map and have
 DY2006.an estimated accuracy of +/- 6 seconds.
 DY2006
 DY2006.The orthometric height was determined by differential leveling
 DY2006.and adjusted in June 1995.
 DY2006.WARNING-Repeat measurements at this control monument indicate possible
 DY2006.vertical movement.
 DY2006
 DY2006.The geoid height was determined by GEOID03.
 DY2006
 DY2006.The dynamic height is computed by dividing the NAVD 88
 DY2006.geopotential number by the normal gravity value computed on the
 DY2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2006.degrees latitude (g = 980.6199 gals.).
 DY2006
 DY2006.The modeled gravity was interpolated from observed gravity values.
 DY2006
 DY2006;                    North         East    Units  Estimated Accuracy
 DY2006;SPC CA 5     -   533,130.    1,974,510.      MT  (+/- 180 meters Scaled)
 DY2006
 DY2006                          SUPERSEDED SURVEY CONTROL
 DY2006
 DY2006  NAVD 88 (06/15/91)   13.095  (m)           42.96   (f) UNKNOWN     1 1
 DY2006  NGVD 29 (??/??/92)   12.250  (m)           40.19   (f) ADJ UNCH    1 1
 DY2006
 DY2006.Superseded values are not recommended for survey control.
 DY2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2006.See file dsdata.txt to determine how the superseded data were derived.
 DY2006
 DY2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT819405(NAD 83)
 DY2006_MARKER: DD = SURVEY DISK
 DY2006_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY2006_SP_SET: CURB
 DY2006_STAMPING: PBM 21-03269 1967
 DY2006_MARK LOGO: CA1980
 DY2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2006+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY2006
 DY2006  HISTORY     - Date     Condition        Report By
 DY2006  HISTORY     - 1967     MONUMENTED       CA1980
 DY2006  HISTORY     - 1968     GOOD             CA1980
 DY2006  HISTORY     - 1976     GOOD             NGS
 DY2006  HISTORY     - 1978     GOOD             NGS
 DY2006  HISTORY     - 19890318 GOOD             NGS
 DY2006  HISTORY     - 19890531 GOOD             NGS
 DY2006  HISTORY     - 19940722 GOOD             NGS
 DY2006
 DY2006                          STATION DESCRIPTION
 DY2006
 DY2006'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY2006'3.4 MI N FROM LOS ANGELES.
 DY2006'3.4 MILES N OF THE VINCENT THOMAS BRIDGE AT LOS ANGELES, WILMINGTON
 DY2006'AREA, LOMITA BOULEVARD AND WILMINGTON BOULEVARD, AT
 DY2006'THE SW CORNER, 28.0 FEET W OF THE CENTER LINE OF WILMINGTON
 DY2006'BOULEVARD, 18.0 FEET S OF THE S END OF CURB RETURN.  SET IN
 DY2006'THE TOP OF THE CURB.
 DY2006
 DY2006                          STATION RECOVERY (1976)
 DY2006
 DY2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY2006'AT LOS ANGELES, WILMINGTON AREA, AT THE SOUTHWEST CORNER OF LOMITA
 DY2006'BOULEVARD AND WILMINGTON BOULEVARD SOUTH, 28 FT WEST OF THE CENTER
 DY2006'LINE OF WILMINGTON, 18.0 FT SOUTH OF CURB RETURN SOUTH OF LOMITA, IN
 DY2006'TOP OF WEST CURBING
 DY2006
 DY2006                          STATION RECOVERY (1978)
 DY2006
 DY2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2006'RECOVERED IN GOOD CONDITION.
 DY2006
 DY2006                          STATION RECOVERY (1989)
 DY2006
 DY2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2006'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--23.2
 DY2006'M (76.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF LOMITA
 DY2006'BOULEVARD, AND LEVEL WITH THE BOULEVARD.
 DY2006
 DY2006                          STATION RECOVERY (1989)
 DY2006
 DY2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2006'RECOVERED IN GOOD CONDITION.
 DY2006
 DY2006                          STATION RECOVERY (1994)
 DY2006
 DY2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2006'IN WILMINGTON, AT THE INTERSECTION OF LOMITA AND WILMINGTON
 DY2006'BOULEVARDS, IN THE WEST CONCRETE CURB OF WILMINGTON BOULEVARD, 23.3 M
 DY2006'(76.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF LOMITA
 DY2006'BOULEVARD, 10.9 M (35.8 FT) SOUTH OF A SIGNAL LIGHT POLE, 7.1 M (23.3
 DY2006'FT) WEST OF THE CENTERLINE OF WILMINGTON BOULEVARD, AND 0.1 M (0.3 FT)
 DY2006'ABOVE THE LEVEL OF WILMINGTON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1963 ***********************************************************************
 DY1963  DESIGNATION -  21 03693 C OF LA
 DY1963  PID         -  DY1963
 DY1963  STATE/COUNTY-  CA/LOS ANGELES
 DY1963  USGS QUAD   -  TORRANCE (1981)
 DY1963
 DY1963                         *CURRENT SURVEY CONTROL
 DY1963  ___________________________________________________________________
 DY1963* NAD 83(1986)-  33 48 02.     (N)    118 15 49.     (W)     SCALED    
 DY1963* NAVD 88     -        13.37   (+/-2cm)      43.9    (feet)  VERTCON   
 DY1963  ___________________________________________________________________
 DY1963  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1963  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1963
 DY1963.The horizontal coordinates were scaled from a topographic map and have
 DY1963.an estimated accuracy of +/- 6 seconds.
 DY1963
 DY1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1963.The vertical order pertains to the NGVD 29 superseded value.
 DY1963
 DY1963.The geoid height was determined by GEOID03.
 DY1963
 DY1963;                    North         East    Units  Estimated Accuracy
 DY1963;SPC CA 5     -   533,370.    1,975,590.      MT  (+/- 180 meters Scaled)
 DY1963
 DY1963                          SUPERSEDED SURVEY CONTROL
 DY1963
 DY1963  NGVD 29 (??/??/92)   12.58   (m)           41.3    (f) COMPUTED    1 1
 DY1963
 DY1963.Superseded values are not recommended for survey control.
 DY1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1963.See file dsdata.txt to determine how the superseded data were derived.
 DY1963
 DY1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830407(NAD 83)
 DY1963_MARKER: DD = SURVEY DISK
 DY1963_SETTING: 0 = UNSPECIFIED SETTING
 DY1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1963
 DY1963  HISTORY     - Date     Condition        Report By
 DY1963  HISTORY     - UNK      MONUMENTED       CA1980
 DY1963  HISTORY     - 1968     GOOD             CA1980
 DY1963
 DY1963                          STATION DESCRIPTION
 DY1963
 DY1963'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1963'AT WILMINGTON.
 DY1963'STANDARD SURVEY MONUMENT ON THE CENTERLINE INTERSECTION OF 248TH
 DY1963'STREET AND AVALONG BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1964 ***********************************************************************
 DY1964  DESIGNATION -  21 03695 C OF LA
 DY1964  PID         -  DY1964
 DY1964  STATE/COUNTY-  CA/LOS ANGELES
 DY1964  USGS QUAD   -  TORRANCE (1981)
 DY1964
 DY1964                         *CURRENT SURVEY CONTROL
 DY1964  ___________________________________________________________________
 DY1964* NAD 83(1986)-  33 48 10.     (N)    118 15 49.     (W)     SCALED    
 DY1964* NAVD 88     -        13.54   (+/-2cm)      44.4    (feet)  VERTCON   
 DY1964  ___________________________________________________________________
 DY1964  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1964  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1964
 DY1964.The horizontal coordinates were scaled from a topographic map and have
 DY1964.an estimated accuracy of +/- 6 seconds.
 DY1964
 DY1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1964.The vertical order pertains to the NGVD 29 superseded value.
 DY1964
 DY1964.The geoid height was determined by GEOID03.
 DY1964
 DY1964;                    North         East    Units  Estimated Accuracy
 DY1964;SPC CA 5     -   533,620.    1,975,590.      MT  (+/- 180 meters Scaled)
 DY1964
 DY1964                          SUPERSEDED SURVEY CONTROL
 DY1964
 DY1964  NGVD 29 (??/??/92)   12.75   (m)           41.8    (f) COMPUTED    1 1
 DY1964
 DY1964.Superseded values are not recommended for survey control.
 DY1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1964.See file dsdata.txt to determine how the superseded data were derived.
 DY1964
 DY1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830410(NAD 83)
 DY1964_MARKER: S = SPIKE
 DY1964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1964_SP_SET: CURB
 DY1964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1964
 DY1964  HISTORY     - Date     Condition        Report By
 DY1964  HISTORY     - UNK      MONUMENTED       CA1980
 DY1964  HISTORY     - 1968     GOOD             CA1980
 DY1964
 DY1964                          STATION DESCRIPTION
 DY1964
 DY1964'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1964'AT WILMINGTON.
 DY1964'WIRE SPIKE IN TOP OF THE SOUTH CURB OF 246TH STREET, 8.5 FEET
 DY1964'EAST OF THE BEGINNING OF CURB RETURN EAST OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1965 ***********************************************************************
 DY1965  DESIGNATION -  21 03698 C OF LA
 DY1965  PID         -  DY1965
 DY1965  STATE/COUNTY-  CA/LOS ANGELES
 DY1965  USGS QUAD   -  TORRANCE (1981)
 DY1965
 DY1965                         *CURRENT SURVEY CONTROL
 DY1965  ___________________________________________________________________
 DY1965* NAD 83(1986)-  33 48 10.     (N)    118 15 49.     (W)     SCALED    
 DY1965* NAVD 88     -        13.26   (+/-2cm)      43.5    (feet)  VERTCON   
 DY1965  ___________________________________________________________________
 DY1965  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1965  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1965
 DY1965.The horizontal coordinates were scaled from a topographic map and have
 DY1965.an estimated accuracy of +/- 6 seconds.
 DY1965
 DY1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1965.The vertical order pertains to the NGVD 29 superseded value.
 DY1965
 DY1965.The geoid height was determined by GEOID03.
 DY1965
 DY1965;                    North         East    Units  Estimated Accuracy
 DY1965;SPC CA 5     -   533,620.    1,975,590.      MT  (+/- 180 meters Scaled)
 DY1965
 DY1965                          SUPERSEDED SURVEY CONTROL
 DY1965
 DY1965  NGVD 29 (??/??/92)   12.48   (m)           40.9    (f) COMPUTED    1 1
 DY1965
 DY1965.Superseded values are not recommended for survey control.
 DY1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1965.See file dsdata.txt to determine how the superseded data were derived.
 DY1965
 DY1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830410(NAD 83)
 DY1965_MARKER: DD = SURVEY DISK
 DY1965_SETTING: 0 = UNSPECIFIED SETTING
 DY1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1965
 DY1965  HISTORY     - Date     Condition        Report By
 DY1965  HISTORY     - UNK      MONUMENTED       CA1980
 DY1965  HISTORY     - 1968     GOOD             CA1980
 DY1965
 DY1965                          STATION DESCRIPTION
 DY1965
 DY1965'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1965'AT WILMINGTON.
 DY1965'STANDARD SURVEY MONUMENT AT CENTERLINE INTERSECTION OF 246TH
 DY1965'STREET AND AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1966 ***********************************************************************
 DY1966  DESIGNATION -  21 03710 C OF LA
 DY1966  PID         -  DY1966
 DY1966  STATE/COUNTY-  CA/LOS ANGELES
 DY1966  USGS QUAD   -  TORRANCE (1981)
 DY1966
 DY1966                         *CURRENT SURVEY CONTROL
 DY1966  ___________________________________________________________________
 DY1966* NAD 83(1986)-  33 48 18.     (N)    118 15 49.     (W)     SCALED    
 DY1966* NAVD 88     -        13.30   (+/-2cm)      43.6    (feet)  VERTCON   
 DY1966  ___________________________________________________________________
 DY1966  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1966  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1966
 DY1966.The horizontal coordinates were scaled from a topographic map and have
 DY1966.an estimated accuracy of +/- 6 seconds.
 DY1966
 DY1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1966.The vertical order pertains to the NGVD 29 superseded value.
 DY1966
 DY1966.The geoid height was determined by GEOID03.
 DY1966
 DY1966;                    North         East    Units  Estimated Accuracy
 DY1966;SPC CA 5     -   533,870.    1,975,590.      MT  (+/- 180 meters Scaled)
 DY1966
 DY1966                          SUPERSEDED SURVEY CONTROL
 DY1966
 DY1966  NGVD 29 (??/??/92)   12.52   (m)           41.1    (f) COMPUTED    1 1
 DY1966
 DY1966.Superseded values are not recommended for survey control.
 DY1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1966.See file dsdata.txt to determine how the superseded data were derived.
 DY1966
 DY1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830412(NAD 83)
 DY1966_MARKER: X = CHISELED CROSS
 DY1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1966_SP_SET: RIM OF SEWER MANHOLE
 DY1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1966
 DY1966  HISTORY     - Date     Condition        Report By
 DY1966  HISTORY     - UNK      MONUMENTED       CA1980
 DY1966  HISTORY     - 1968     GOOD             CA1980
 DY1966
 DY1966                          STATION DESCRIPTION
 DY1966
 DY1966'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1966'IN CARSON.
 DY1966'CHISELED CROSS IN THE EAST RIM OF A LOS ANGELES COUNTY SEWER
 DY1966'MANHOLE, IN AVALON BOULEVARD, 5.7 FEET WEST OF THE WEST CURB LINE,
 DY1966'0.4 OF A MILE NORTHERLY FROM LOMITA BOULEVARD, 38.2 FEET NORTH
 DY1966'OF THE CENTER LINE OF THE SANTA FE RAILROAD TRACK, 43 FEET SOUTH
 DY1966'OF THE SOUTH PROPERTY LINE OF BONDS STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1967 ***********************************************************************
 DY1967  DESIGNATION -  21 03731
 DY1967  PID         -  DY1967
 DY1967  STATE/COUNTY-  CA/LOS ANGELES
 DY1967  USGS QUAD   -  TORRANCE (1981)
 DY1967
 DY1967                         *CURRENT SURVEY CONTROL
 DY1967  ___________________________________________________________________
 DY1967* NAD 83(1986)-  33 48 29.     (N)    118 15 52.     (W)     SCALED    
 DY1967* NAVD 88     -        12.120  (meters)      39.76   (feet)  ADJUSTED  
 DY1967  ___________________________________________________________________
 DY1967  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1967  DYNAMIC HT  -          12.108 (meters)      39.72  (feet)  COMP
 DY1967  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 DY1967  OBS GRAVITY -     979,604.0   (mgal)                       GRAV_OBS
 DY1967
 DY1967  VERT ORDER  -  FIRST     CLASS I
 DY1967
 DY1967.The horizontal coordinates were scaled from a topographic map and have
 DY1967.an estimated accuracy of +/- 6 seconds.
 DY1967
 DY1967.The orthometric height was determined by differential leveling
 DY1967.and adjusted in June 1995.
 DY1967.WARNING-Repeat measurements at this control monument indicate possible
 DY1967.vertical movement.
 DY1967
 DY1967.The geoid height was determined by GEOID03.
 DY1967
 DY1967.The dynamic height is computed by dividing the NAVD 88
 DY1967.geopotential number by the normal gravity value computed on the
 DY1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1967.degrees latitude (g = 980.6199 gals.).
 DY1967
 DY1967.The modeled gravity was interpolated from observed gravity values.
 DY1967.The observed gravity was obtained from relative gravimeter ties
 DY1967.to the IGSN71 gravity network.
 DY1967
 DY1967;                    North         East    Units  Estimated Accuracy
 DY1967;SPC CA 5     -   534,200.    1,975,510.      MT  (+/- 180 meters Scaled)
 DY1967
 DY1967                          SUPERSEDED SURVEY CONTROL
 DY1967
 DY1967  NAVD 88 (06/15/91)   12.132  (m)           39.80   (f) UNKNOWN     1 1
 DY1967  NGVD 29 (??/??/92)   11.330  (m)           37.17   (f) ADJ UNCH    1 1
 DY1967
 DY1967.Superseded values are not recommended for survey control.
 DY1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1967.See file dsdata.txt to determine how the superseded data were derived.
 DY1967
 DY1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829415(NAD 83)
 DY1967_MARKER: S = SPIKE
 DY1967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1967_SP_SET: CURB
 DY1967_MARK LOGO: NONE  
 DY1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1967+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1967
 DY1967  HISTORY     - Date     Condition        Report By
 DY1967  HISTORY     - UNK      MONUMENTED       CA1980
 DY1967  HISTORY     - 1968     GOOD             CA1980
 DY1967  HISTORY     - 1976     GOOD             NGS
 DY1967  HISTORY     - 1978     GOOD             NGS
 DY1967  HISTORY     - 19890522 GOOD             NGS
 DY1967  HISTORY     - 19940722 GOOD             NGS
 DY1967
 DY1967                          STATION DESCRIPTION
 DY1967
 DY1967'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1967'AT CARSON.
 DY1967'WIRE SPIKE IN TOP OF THE SOUTH CURB OF SEPULVEDA BOULEVARD, 62.8
 DY1967'FEET WEST OF BEGINNING OF CURB RETURN WEST OF AVALON BOULEVARD.
 DY1967
 DY1967                          STATION RECOVERY (1976)
 DY1967
 DY1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1967'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1967'BOULEVARD AND SEPULVEDA BOULEVARD, IN SOUTH CURB OF SEPULVEDA
 DY1967'BOULEVARD, 62.8 FT WEST OF CURB RETURN WEST OF AVALON BOULEVARD.
 DY1967
 DY1967                          STATION RECOVERY (1978)
 DY1967
 DY1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1967'RECOVERED IN GOOD CONDITION.
 DY1967
 DY1967                          STATION RECOVERY (1989)
 DY1967
 DY1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1967'RECOVERED IN GOOD CONDITION.
 DY1967
 DY1967                          STATION RECOVERY (1994)
 DY1967
 DY1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1967'IN CARSON, AT THE INTERSECTION OF AVALON AND SEPULVEDA BOULEVARDS, A
 DY1967'SPIKE IN THE SOUTH CONCRETE CURB OF SEPULVEDA BOULEVARD, 36.9 M (121.1
 DY1967'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF AVALON
 DY1967'BOULEVARD, 20.7 M (67.9 FT) WEST OF A UTILITY POLE, 6.9 M (22.6 FT)
 DY1967'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF SEPULVEDA BOULEVARD,
 DY1967'5.2 M (17.1 FT) NORTHEAST OF THE EAST END OF A WALL, AND 0.3 M (1.0
 DY1967'FT) ABOVE THE LEVEL OF SEPULVEDA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1968 ***********************************************************************
 DY1968  DESIGNATION -  21 03750
 DY1968  PID         -  DY1968
 DY1968  STATE/COUNTY-  CA/LOS ANGELES
 DY1968  USGS QUAD   -  TORRANCE (1981)
 DY1968
 DY1968                         *CURRENT SURVEY CONTROL
 DY1968  ___________________________________________________________________
 DY1968* NAD 83(1986)-  33 48 54.     (N)    118 15 51.     (W)     SCALED    
 DY1968* NAVD 88     -        11.736  (meters)      38.50   (feet)  ADJUSTED  
 DY1968  ___________________________________________________________________
 DY1968  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1968  DYNAMIC HT  -          11.723 (meters)      38.46  (feet)  COMP
 DY1968  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 DY1968
 DY1968  VERT ORDER  -  FIRST     CLASS I
 DY1968
 DY1968.The horizontal coordinates were scaled from a topographic map and have
 DY1968.an estimated accuracy of +/- 6 seconds.
 DY1968
 DY1968.The orthometric height was determined by differential leveling
 DY1968.and adjusted in June 1995.
 DY1968.WARNING-Repeat measurements at this control monument indicate possible
 DY1968.vertical movement.
 DY1968
 DY1968.The geoid height was determined by GEOID03.
 DY1968
 DY1968.The dynamic height is computed by dividing the NAVD 88
 DY1968.geopotential number by the normal gravity value computed on the
 DY1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1968.degrees latitude (g = 980.6199 gals.).
 DY1968
 DY1968.The modeled gravity was interpolated from observed gravity values.
 DY1968
 DY1968;                    North         East    Units  Estimated Accuracy
 DY1968;SPC CA 5     -   534,970.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1968
 DY1968                          SUPERSEDED SURVEY CONTROL
 DY1968
 DY1968  NAVD 88 (06/15/91)   11.748  (m)           38.54   (f) UNKNOWN     1 1
 DY1968  NGVD 29 (??/??/92)   10.960  (m)           35.96   (f) ADJ UNCH    1 1
 DY1968
 DY1968.Superseded values are not recommended for survey control.
 DY1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1968.See file dsdata.txt to determine how the superseded data were derived.
 DY1968
 DY1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830423(NAD 83)
 DY1968_MARKER: S = SPIKE
 DY1968_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1968_SP_SET: CURB
 DY1968_MARK LOGO: NONE  
 DY1968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1968+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1968
 DY1968  HISTORY     - Date     Condition        Report By
 DY1968  HISTORY     - UNK      MONUMENTED       CA1980
 DY1968  HISTORY     - 1968     GOOD             CA1980
 DY1968  HISTORY     - 1976     GOOD             NGS
 DY1968  HISTORY     - 1978     GOOD             NGS
 DY1968  HISTORY     - 19890522 GOOD             NGS
 DY1968  HISTORY     - 19940722 GOOD             NGS
 DY1968
 DY1968                          STATION DESCRIPTION
 DY1968
 DY1968'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1968'AT CARSON.
 DY1968'CUT SPIKE IN TOP OF THE WEST CURB OF AVALON BOULEVARD, 2 FEET
 DY1968'NORTH OF BEGINNING OF CURB RETURN NORTH OF BAYPORT STREET, 0.35
 DY1968'MILES NORTH OF SEPULVEDA BOULEVARD.
 DY1968
 DY1968                          STATION RECOVERY (1976)
 DY1968
 DY1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1968'AT LOS ANGELES, AT THE NORTHWEST CORNER OF AVALON BOULEVARD AND
 DY1968'BAYPORT STREET, IN TOP OF WEST CURB OF BOULEVARD, 2.0 FT NORTH OF CURB
 DY1968'RETURN NORTH OF BAYPORT STREET.
 DY1968
 DY1968                          STATION RECOVERY (1978)
 DY1968
 DY1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1968'RECOVERED IN GOOD CONDITION.
 DY1968
 DY1968                          STATION RECOVERY (1989)
 DY1968
 DY1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1968'RECOVERED IN GOOD CONDITION.
 DY1968
 DY1968                          STATION RECOVERY (1994)
 DY1968
 DY1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1968'IN CARSON, AT THE INTERSECTION OF AVALON BOULEVARD AND BAYPORT STREET,
 DY1968'A SPIKE IN THE WEST CONCRETE CURB OF AVALON BOULEVARD, 15.2 M (49.9
 DY1968'FT) NORTH OF THE STREET CENTER, 6.4 M (21.0 FT) WEST OF THE CENTERLINE
 DY1968'OF THE SOUTHBOUND LANES OF THE BOULEVARD, 1.8 M (5.9 FT) SOUTH OF A
 DY1968'UTILITY LIGHT POLE, 0.8 M (2.6 FT) NORTHEAST OF A SIGNAL LIGHT POLE,
 DY1968'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1969 ***********************************************************************
 DY1969  DESIGNATION -  21 03770
 DY1969  PID         -  DY1969
 DY1969  STATE/COUNTY-  CA/LOS ANGELES
 DY1969  USGS QUAD   -  TORRANCE (1981)
 DY1969
 DY1969                         *CURRENT SURVEY CONTROL
 DY1969  ___________________________________________________________________
 DY1969* NAD 83(1986)-  33 49 09.     (N)    118 15 51.     (W)     SCALED    
 DY1969* NAVD 88     -        11.745  (meters)      38.53   (feet)  ADJUSTED  
 DY1969  ___________________________________________________________________
 DY1969  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1969  DYNAMIC HT  -          11.733 (meters)      38.49  (feet)  COMP
 DY1969  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 DY1969
 DY1969  VERT ORDER  -  FIRST     CLASS I
 DY1969
 DY1969.The horizontal coordinates were scaled from a topographic map and have
 DY1969.an estimated accuracy of +/- 6 seconds.
 DY1969
 DY1969.The orthometric height was determined by differential leveling
 DY1969.and adjusted in June 1995.
 DY1969
 DY1969.The geoid height was determined by GEOID03.
 DY1969
 DY1969.The dynamic height is computed by dividing the NAVD 88
 DY1969.geopotential number by the normal gravity value computed on the
 DY1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1969.degrees latitude (g = 980.6199 gals.).
 DY1969
 DY1969.The modeled gravity was interpolated from observed gravity values.
 DY1969
 DY1969;                    North         East    Units  Estimated Accuracy
 DY1969;SPC CA 5     -   535,440.    1,975,540.      MT  (+/- 180 meters Scaled)
 DY1969
 DY1969                          SUPERSEDED SURVEY CONTROL
 DY1969
 DY1969  NAVD 88 (06/15/91)   11.755  (m)           38.57   (f) UNKNOWN     1 1
 DY1969  NGVD 29 (??/??/92)   10.978  (m)           36.02   (f) ADJ UNCH    1 1
 DY1969
 DY1969.Superseded values are not recommended for survey control.
 DY1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1969.See file dsdata.txt to determine how the superseded data were derived.
 DY1969
 DY1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830428(NAD 83)
 DY1969_MARKER: S = SPIKE
 DY1969_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1969_SP_SET: CURB
 DY1969_MARK LOGO: NONE  
 DY1969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1969+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1969
 DY1969  HISTORY     - Date     Condition        Report By
 DY1969  HISTORY     - UNK      MONUMENTED       CA1980
 DY1969  HISTORY     - 1968     GOOD             CA1980
 DY1969  HISTORY     - 1976     GOOD             NGS
 DY1969  HISTORY     - 1978     GOOD             NGS
 DY1969  HISTORY     - 19890522 GOOD             NGS
 DY1969  HISTORY     - 19940722 GOOD             NGS
 DY1969
 DY1969                          STATION DESCRIPTION
 DY1969
 DY1969'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1969'AT CARSON.
 DY1969'WIRE SPIKE IN TOP OF THE NORTH CURB OF 228TH STREET, 37.5 FEET
 DY1969'WEST OF BEGINNING OF CURB RETURN WEST OF AVALON BOULEVARD.
 DY1969
 DY1969                          STATION RECOVERY (1976)
 DY1969
 DY1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1969'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE JUNCTION OF AVALON
 DY1969'BOULEVARD AND 228 TH STREET, IN NORTH CURB OF 228 TH STREET, 37.5 FT
 DY1969'WEST OF CURB RETURN WEST OF AVALON BOULEVARD.
 DY1969
 DY1969                          STATION RECOVERY (1978)
 DY1969
 DY1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1969'RECOVERED IN GOOD CONDITION.
 DY1969
 DY1969                          STATION RECOVERY (1989)
 DY1969
 DY1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1969'RECOVERED IN GOOD CONDITION.
 DY1969
 DY1969                          STATION RECOVERY (1994)
 DY1969
 DY1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1969'IN CARSON, AT THE INTERSECTION OF AVALON BOULEVARD AND 228TH STREET, A
 DY1969'SPIKE IN THE NORTH CONCRETE CURB OF THE STREET, 29.5 M (96.8 FT) WEST
 DY1969'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 9.4 M
 DY1969'(30.8 FT) WEST OF A FIRE HYDRANT, 5.6 M (18.4 FT) NORTH OF THE STREET
 DY1969'CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1970 ***********************************************************************
 DY1970  DESIGNATION -  21 03792
 DY1970  PID         -  DY1970
 DY1970  STATE/COUNTY-  CA/LOS ANGELES
 DY1970  USGS QUAD   -  TORRANCE (1981)
 DY1970
 DY1970                         *CURRENT SURVEY CONTROL
 DY1970  ___________________________________________________________________
 DY1970* NAD 83(1986)-  33 49 25.     (N)    118 15 48.     (W)     SCALED    
 DY1970* NAVD 88     -         9.522  (meters)      31.24   (feet)  ADJUSTED  
 DY1970  ___________________________________________________________________
 DY1970  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1970  DYNAMIC HT  -           9.512 (meters)      31.21  (feet)  COMP
 DY1970  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 DY1970
 DY1970  VERT ORDER  -  FIRST     CLASS I
 DY1970
 DY1970.The horizontal coordinates were scaled from a topographic map and have
 DY1970.an estimated accuracy of +/- 6 seconds.
 DY1970
 DY1970.The orthometric height was determined by differential leveling
 DY1970.and adjusted in June 1995.
 DY1970.WARNING-Repeat measurements at this control monument indicate possible
 DY1970.vertical movement.
 DY1970
 DY1970.The geoid height was determined by GEOID03.
 DY1970
 DY1970.The dynamic height is computed by dividing the NAVD 88
 DY1970.geopotential number by the normal gravity value computed on the
 DY1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1970.degrees latitude (g = 980.6199 gals.).
 DY1970
 DY1970.The modeled gravity was interpolated from observed gravity values.
 DY1970
 DY1970;                    North         East    Units  Estimated Accuracy
 DY1970;SPC CA 5     -   535,930.    1,975,620.      MT  (+/- 180 meters Scaled)
 DY1970
 DY1970                          SUPERSEDED SURVEY CONTROL
 DY1970
 DY1970  NAVD 88 (06/15/91)    9.530  (m)           31.27   (f) UNKNOWN     1 1
 DY1970  NGVD 29 (??/??/92)    8.762  (m)           28.75   (f) ADJ UNCH    1 1
 DY1970
 DY1970.Superseded values are not recommended for survey control.
 DY1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1970.See file dsdata.txt to determine how the superseded data were derived.
 DY1970
 DY1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830433(NAD 83)
 DY1970_MARKER: S = SPIKE
 DY1970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1970_SP_SET: CATCH BASIN
 DY1970_MARK LOGO: NONE  
 DY1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1970+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1970
 DY1970  HISTORY     - Date     Condition        Report By
 DY1970  HISTORY     - UNK      MONUMENTED       CA1980
 DY1970  HISTORY     - 1968     GOOD             CA1980
 DY1970  HISTORY     - 1976     GOOD             NGS
 DY1970  HISTORY     - 1978     GOOD             NGS
 DY1970  HISTORY     - 19890522 GOOD             NGS
 DY1970  HISTORY     - 19940722 GOOD             NGS
 DY1970
 DY1970                          STATION DESCRIPTION
 DY1970
 DY1970'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1970'AT CARSON.
 DY1970'WIRE SPIKE IN TOP OF EAST CURB OF AVALON BOULEVARD, 26.3 FEET
 DY1970'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF 223RD STREET, AT
 DY1970'SOUTH END OF CATCH BASIN.
 DY1970
 DY1970                          STATION RECOVERY (1976)
 DY1970
 DY1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1970'AT LOS ANGELES, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1970'BOULEVARD AND 223 RD STREET, IN TOP OF THE SOUTHWEST CORNER OF A CATCH
 DY1970'BASIN, 1.0 FT EAST OF EAST CURB LINE OF BOULEVARD, 26.3 FT SOUTH OF
 DY1970'CURB RETURN SOUTH OF 223 RD STREET
 DY1970
 DY1970                          STATION RECOVERY (1978)
 DY1970
 DY1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1970'RECOVERED IN GOOD CONDITION.
 DY1970
 DY1970                          STATION RECOVERY (1989)
 DY1970
 DY1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1970'RECOVERED IN GOOD CONDITION.
 DY1970
 DY1970                          STATION RECOVERY (1994)
 DY1970
 DY1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1970'IN CARSON, AT THE INTERSECTION OF AVALON BOULEVARD AND 223RD STREET, A
 DY1970'SPIKE NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 25.3 M
 DY1970'(83.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 DY1970'STREET, 7.4 M (24.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DY1970'OF THE BOULEVARD, 6.8 M (22.3 FT) SOUTH OF A UTILITY POLE WITH 4 GUY
 DY1970'CABLES ATTACHED, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1972 ***********************************************************************
 DY1972  DESIGNATION -  21 03801 C OF LA
 DY1972  PID         -  DY1972
 DY1972  STATE/COUNTY-  CA/LOS ANGELES
 DY1972  USGS QUAD   -  TORRANCE (1981)
 DY1972
 DY1972                         *CURRENT SURVEY CONTROL
 DY1972  ___________________________________________________________________
 DY1972* NAD 83(1986)-  33 49 54.     (N)    118 15 49.     (W)     SCALED    
 DY1972* NAVD 88     -         6.62   (+/-2cm)      21.7    (feet)  VERTCON   
 DY1972  ___________________________________________________________________
 DY1972  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1972  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1972
 DY1972.The horizontal coordinates were scaled from a topographic map and have
 DY1972.an estimated accuracy of +/- 6 seconds.
 DY1972
 DY1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1972.The vertical order pertains to the NGVD 29 superseded value.
 DY1972
 DY1972.The geoid height was determined by GEOID03.
 DY1972
 DY1972;                    North         East    Units  Estimated Accuracy
 DY1972;SPC CA 5     -   536,820.    1,975,600.      MT  (+/- 180 meters Scaled)
 DY1972
 DY1972                          SUPERSEDED SURVEY CONTROL
 DY1972
 DY1972  NGVD 29 (??/??/92)    5.85   (m)           19.2    (f) COMPUTED    1 2
 DY1972
 DY1972.Superseded values are not recommended for survey control.
 DY1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1972.See file dsdata.txt to determine how the superseded data were derived.
 DY1972
 DY1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830442(NAD 83)
 DY1972_MARKER: DD = SURVEY DISK
 DY1972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1972_SP_SET: MONUMENT
 DY1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1972
 DY1972  HISTORY     - Date     Condition        Report By
 DY1972  HISTORY     - UNK      MONUMENTED       CA1980
 DY1972  HISTORY     - 1968     GOOD             CA1980
 DY1972
 DY1972                          STATION DESCRIPTION
 DY1972
 DY1972'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1972'AT CARSON.
 DY1972'CITY DISC 39-H, IN 8 INCH MONUMENT, 36.4 FEET WEST OF CENTERLINE
 DY1972'AVALON BOULEVARD, 68 FEET NORTH OF CENTERLINE CARSON STREET,
 DY1972'(DISTURBED 55-56) (RESET 60-60)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1973 ***********************************************************************
 DY1973  DESIGNATION -  21 03815 C OF LA
 DY1973  PID         -  DY1973
 DY1973  STATE/COUNTY-  CA/LOS ANGELES
 DY1973  USGS QUAD   -  TORRANCE (1981)
 DY1973
 DY1973                         *CURRENT SURVEY CONTROL
 DY1973  ___________________________________________________________________
 DY1973* NAD 83(1986)-  33 50 26.     (N)    118 15 47.     (W)     SCALED    
 DY1973* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 DY1973  ___________________________________________________________________
 DY1973  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1973  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1973
 DY1973.The horizontal coordinates were scaled from a topographic map and have
 DY1973.an estimated accuracy of +/- 6 seconds.
 DY1973
 DY1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1973.The vertical order pertains to the NGVD 29 superseded value.
 DY1973
 DY1973.The geoid height was determined by GEOID03.
 DY1973
 DY1973;                    North         East    Units  Estimated Accuracy
 DY1973;SPC CA 5     -   537,810.    1,975,650.      MT  (+/- 180 meters Scaled)
 DY1973
 DY1973                          SUPERSEDED SURVEY CONTROL
 DY1973
 DY1973  NGVD 29 (??/??/92)    6.50   (m)           21.3    (f) COMPUTED    1 1
 DY1973
 DY1973.Superseded values are not recommended for survey control.
 DY1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1973.See file dsdata.txt to determine how the superseded data were derived.
 DY1973
 DY1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831451(NAD 83)
 DY1973_MARKER: DD = SURVEY DISK
 DY1973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1973_SP_SET: BRIDGE ABUTMENT
 DY1973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1973
 DY1973  HISTORY     - Date     Condition        Report By
 DY1973  HISTORY     - UNK      MONUMENTED       CA1980
 DY1973  HISTORY     - 1968     GOOD             CA1980
 DY1973
 DY1973                          STATION DESCRIPTION
 DY1973
 DY1973'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1973'AT CARSON.
 DY1973'LOS ANGELES COUNTY FLOOD CONTROL DISC IN EAST WALK OF SOUTH
 DY1973'ABUTMENT, 2 FEET EAST OF EAST CURB OF AVALON BOULEVARD, 13 FEET
 DY1973'NORTH OF SOUTH END OF HANDRAIL OF BRIDGE OVER DOMINGUEZ CHANNEL,
 DY1973'0.6 MLES NORTH OF CARSON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2032 ***********************************************************************
 DY2032  DESIGNATION -  21 03816
 DY2032  PID         -  DY2032
 DY2032  STATE/COUNTY-  CA/LOS ANGELES
 DY2032  USGS QUAD   -  TORRANCE (1981)
 DY2032
 DY2032                         *CURRENT SURVEY CONTROL
 DY2032  ___________________________________________________________________
 DY2032* NAD 83(2007)-  33 50 24.94083(N)    118 15 46.92547(W)     ADJUSTED  
 DY2032* NAVD 88     -         7.487  (meters)      24.56   (feet)  ADJUSTED  
 DY2032  ___________________________________________________________________
 DY2032  EPOCH DATE  -        2007.00
 DY2032  X           -  -2,511,134.739 (meters)                     COMP
 DY2032  Y           -  -4,670,900.073 (meters)                     COMP
 DY2032  Z           -   3,531,727.747 (meters)                     COMP
 DY2032  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DY2032  ELLIP HEIGHT-         -28.437 (meters)          (02/10/07) ADJUSTED
 DY2032  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY2032  DYNAMIC HT  -           7.479 (meters)      24.54  (feet)  COMP
 DY2032
 DY2032  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY2032  Type    PID    Designation                      North   East  Ellip
 DY2032  -------------------------------------------------------------------
 DY2032  NETWORK DY2032 21 03816                          0.82   1.47   6.80
 DY2032  -------------------------------------------------------------------
 DY2032  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DY2032
 DY2032  VERT ORDER  -  FIRST     CLASS I
 DY2032
 DY2032.The horizontal coordinates were established by GPS observations
 DY2032.and adjusted by the National Geodetic Survey in February 2007.
 DY2032
 DY2032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY2032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY2032.The horizontal coordinates are valid at the epoch date displayed above.
 DY2032.The epoch date for horizontal control is a decimal equivalence
 DY2032.of Year/Month/Day.
 DY2032
 DY2032.The orthometric height was determined by differential leveling
 DY2032.and adjusted in June 1995.
 DY2032
 DY2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY2032
 DY2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2032
 DY2032.The ellipsoidal height was determined by GPS observations
 DY2032.and is referenced to NAD 83.
 DY2032
 DY2032.The geoid height was determined by GEOID03.
 DY2032
 DY2032.The dynamic height is computed by dividing the NAVD 88
 DY2032.geopotential number by the normal gravity value computed on the
 DY2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2032.degrees latitude (g = 980.6199 gals.).
 DY2032
 DY2032.The modeled gravity was interpolated from observed gravity values.
 DY2032
 DY2032;                    North         East     Units Scale Factor Converg.
 DY2032;SPC CA 5     -   537,776.206 1,975,653.063   MT  1.00004744   -0 08 59.8
 DY2032;SPC CA 5     - 1,764,354.10  6,481,788.42   sFT  1.00004744   -0 08 59.8
 DY2032;UTM  11      - 3,745,162.054   383,139.971   MT  0.99976835   -0 42 12.4
 DY2032
 DY2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2032!SPC CA 5     -   1.00000446  x   1.00004744  =   1.00005190
 DY2032!UTM  11      -   1.00000446  x   0.99976835  =   0.99977281
 DY2032
 DY2032                          SUPERSEDED SURVEY CONTROL
 DY2032
 DY2032  NAD 83(1994)-  33 50 24.92870(N)    118 15 46.91307(W) AD(1995.00) 1
 DY2032  ELLIP H (11/30/95)  -28.449  (m)                       GP(1995.00) 4 2
 DY2032  NAVD 88 (06/15/91)    7.490  (m)           24.57   (f) UNKNOWN     1 1
 DY2032
 DY2032.Superseded values are not recommended for survey control.
 DY2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2032.See file dsdata.txt to determine how the superseded data were derived.
 DY2032
 DY2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8314045162(NAD 83)
 DY2032_MARKER: B = BOLT
 DY2032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY2032_SP_SET: BRIDGE ABUTMENT
 DY2032_MARK LOGO: NONE  
 DY2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2032+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY2032
 DY2032  HISTORY     - Date     Condition        Report By
 DY2032  HISTORY     - UNK      MONUMENTED       CA1980
 DY2032  HISTORY     - 1976     GOOD             NGS
 DY2032  HISTORY     - 1978     GOOD             NGS
 DY2032  HISTORY     - 19890531 GOOD             NGS
 DY2032  HISTORY     - 19940722 GOOD             NGS
 DY2032
 DY2032                          STATION DESCRIPTION
 DY2032
 DY2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DY2032'IN LOS ANGELES.
 DY2032'AT LOS ANGELES, 0.05 MILE NORTH OF THE OVERPASS OF SAN OTEGO FREEWAY,
 DY2032'A BOLT IN TOP OF THE CENTER OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE
 DY2032'B1117 OVER THE DOMINGUEZ CHANNEL, 8 FT EAST OF THE CENTER LINE OF THE
 DY2032'CENTER STRIP IN CENTER OF AVALON BOULEVARD, 0.9 FT WEST OF THE EAST
 DY2032'CURB LINE IN CENTER OF BOULEVARD
 DY2032
 DY2032                          STATION RECOVERY (1978)
 DY2032
 DY2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2032'RECOVERED IN GOOD CONDITION.
 DY2032
 DY2032                          STATION RECOVERY (1989)
 DY2032
 DY2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2032'0.2 KM (0.10 MI) SOUTHERLY ALONG AVALON BOULEVARD FROM ITS JUNCTION
 DY2032'WITH DOMINGUEZ STREET IN CARSON,IN TOP AND 0.2 M (0.7 FT) NORTHWEST
 DY2032'OF THE SOUTHEAST EDGE OF THE SOUTHWEST CONCRETE ABUTMENT OF AVALON
 DY2032'BOULEVARD BRIDGE SPANNING DOMINQUEZ CHANNEL, IN THE SOUTHEAST SIDE OF
 DY2032'A MEDIUM 0.2 M (0.7 FT) NW OF THE SE CURB OF AVALON BOULEVARD 0.2 M
 DY2032'(0.7 FT) ABOVE THE BOULEVARD SURFACE,
 DY2032
 DY2032                          STATION RECOVERY (1994)
 DY2032
 DY2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2032'IN CARSON, AT THE INTERSECTION OF THE SAN DIEGO FREEWAY AND AVALON
 DY2032'BOULEVARD, A BOLT IN THE SOUTHWEST CONCRETE ABUTMENT OF THE BOULEVARD
 DY2032'BRIDGE SPANNING THE DOMINQUEZ CHANNEL, 103.5 M (339.6 FT) NORTHEAST OF
 DY2032'THE CENTER OF THE FREEWAY OVERPASS OF THE BOULEVARD, 15.7 M (51.5 FT)
 DY2032'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 6.3 M (20.7 FT)
 DY2032'NORTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE BOULEVARD, 0.3
 DY2032'M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND 0.2 M (0.7 FT)
 DY2032'NORTHWEST OF THE NORTHWEST CURB OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1976 ***********************************************************************
 DY1976  DESIGNATION -  21 03858 C OF LA
 DY1976  PID         -  DY1976
 DY1976  STATE/COUNTY-  CA/LOS ANGELES
 DY1976  USGS QUAD   -  TORRANCE (1981)
 DY1976
 DY1976                         *CURRENT SURVEY CONTROL
 DY1976  ___________________________________________________________________
 DY1976* NAD 83(1986)-  33 51 21.     (N)    118 15 57.     (W)     SCALED    
 DY1976* NAVD 88     -         6.14   (+/-2cm)      20.1    (feet)  VERTCON   
 DY1976  ___________________________________________________________________
 DY1976  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1976  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1976
 DY1976.The horizontal coordinates were scaled from a topographic map and have
 DY1976.an estimated accuracy of +/- 6 seconds.
 DY1976
 DY1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1976.The vertical order pertains to the NGVD 29 superseded value.
 DY1976
 DY1976.The geoid height was determined by GEOID03.
 DY1976
 DY1976;                    North         East    Units  Estimated Accuracy
 DY1976;SPC CA 5     -   539,500.    1,975,400.      MT  (+/- 180 meters Scaled)
 DY1976
 DY1976                          SUPERSEDED SURVEY CONTROL
 DY1976
 DY1976  NGVD 29 (??/??/92)    5.38   (m)           17.7    (f) COMPUTED    1 1
 DY1976
 DY1976.Superseded values are not recommended for survey control.
 DY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1976.See file dsdata.txt to determine how the superseded data were derived.
 DY1976
 DY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829468(NAD 83)
 DY1976_MARKER: S = SPIKE
 DY1976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1976_SP_SET: CONCRETE FOOTING
 DY1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1976
 DY1976  HISTORY     - Date     Condition        Report By
 DY1976  HISTORY     - UNK      MONUMENTED       CA1980
 DY1976  HISTORY     - 1968     GOOD             CA1980
 DY1976
 DY1976                          STATION DESCRIPTION
 DY1976
 DY1976'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1976'IN CARSON.
 DY1976'WIRE SPIKE IN THE TOP OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG
 DY1976'OF POWER TRANSMISSION TOWER NO. 1349, IN THE LOS ANGELES DEPARTMENT
 DY1976'OF WATER AND POWER RIGHT OF WAY AT THE CENTER OF AVALON BOULEVARD,
 DY1976'123 FEET SOUTH OF 192ND STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1977 ***********************************************************************
 DY1977  DESIGNATION -  21 03865
 DY1977  PID         -  DY1977
 DY1977  STATE/COUNTY-  CA/LOS ANGELES
 DY1977  USGS QUAD   -  TORRANCE (1981)
 DY1977
 DY1977                         *CURRENT SURVEY CONTROL
 DY1977  ___________________________________________________________________
 DY1977* NAD 83(1986)-  33 51 29.     (N)    118 15 58.     (W)     SCALED    
 DY1977* NAVD 88     -         6.494  (meters)      21.31   (feet)  READJUSTED
 DY1977  ___________________________________________________________________
 DY1977  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1977  DYNAMIC HT  -           6.490 (meters)      21.29  (feet)  COMP
 DY1977  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DY1977
 DY1977  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY1977
 DY1977.The horizontal coordinates were scaled from a topographic map and have
 DY1977.an estimated accuracy of +/- 6 seconds.
 DY1977
 DY1977.The orthometric height was determined by differential leveling
 DY1977.and adjusted in February 1993.
 DY1977.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY1977.distribution rate of 0.0 thru 1.0 mm/km.
 DY1977.The height was derived from older observations constrained to new
 DY1977.heights in a crustal motion area.  The height is approximate in
 DY1977.relation to other heights in its vicinity.
 DY1977
 DY1977.The geoid height was determined by GEOID03.
 DY1977
 DY1977.The dynamic height is computed by dividing the NAVD 88
 DY1977.geopotential number by the normal gravity value computed on the
 DY1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1977.degrees latitude (g = 980.6199 gals.).
 DY1977
 DY1977.The modeled gravity was interpolated from observed gravity values.
 DY1977
 DY1977;                    North         East    Units  Estimated Accuracy
 DY1977;SPC CA 5     -   539,750.    1,975,370.      MT  (+/- 180 meters Scaled)
 DY1977
 DY1977                          SUPERSEDED SURVEY CONTROL
 DY1977
 DY1977  NGVD 29 (??/??/92)    5.726  (m)           18.79   (f) ADJ UNCH    1 1
 DY1977
 DY1977.Superseded values are not recommended for survey control.
 DY1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1977.See file dsdata.txt to determine how the superseded data were derived.
 DY1977
 DY1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828471(NAD 83)
 DY1977_MARKER: S = SPIKE
 DY1977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1977_SP_SET: CONCRETE MONUMENT
 DY1977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1977
 DY1977  HISTORY     - Date     Condition        Report By
 DY1977  HISTORY     - UNK      MONUMENTED       CA-037
 DY1977  HISTORY     - 1968     GOOD             CA1980
 DY1977  HISTORY     - 1976     GOOD             NGS
 DY1977  HISTORY     - 1978     GOOD             NGS
 DY1977  HISTORY     - 19890531 MARK NOT FOUND   NGS
 DY1977
 DY1977                          STATION DESCRIPTION
 DY1977
 DY1977'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1977'IN CARSON.
 DY1977'SPIKE IN A CONCRETE MONUMENT AT THE CENTER OF A POWER TRANSMISSION
 DY1977'TOWER, ON THE APPARENT INTERSECTION OF THE CENTER LINE OF THE LOS
 DY1977'ANGELES DEPARTMENT OF WATER AND POWER RIGHT OF WAY (AT THE CENTER
 DY1977'OF AVALON BOULEVARD) AND THE CENTER LINE OF 190TH STREET FROM THE
 DY1977'EAST.
 DY1977
 DY1977                          STATION RECOVERY (1976)
 DY1977
 DY1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1977'LOS ANGELES, AT THE JUNCTION OF AVALON BOULEVARD AND 190 TH STREET
 DY1977'EAST, A SPIKE IN TOP OF A CONCRETE POST DIRECTLY UNDER THE CENTER OF
 DY1977'POWER TRANSMISSION TOWER 1348, IN CENTER OF AVALON BOULEVARD AND AT
 DY1977'EXTENDED CENTER LINE OF 190 TH STREET, 15 FT NORTHWEST OF SOUTHEAST
 DY1977'LEG OF TOWER, 15 FT NORTHEAST OF SOUTHWEST LEG OF TOWER, 15 FT
 DY1977'SOUTHWEST OF NORTHEAST LEG OF TOWER, 15 FT SOUTHEAST OF NORTHWEST LEG
 DY1977'OF THE TOWER
 DY1977
 DY1977                          STATION RECOVERY (1978)
 DY1977
 DY1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1977'RECOVERED IN GOOD CONDITION.
 DY1977
 DY1977                          STATION RECOVERY (1989)
 DY1977
 DY1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1977'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1978 ***********************************************************************
 DY1978  DESIGNATION -  21 03878 C OF LA
 DY1978  PID         -  DY1978
 DY1978  STATE/COUNTY-  CA/LOS ANGELES
 DY1978  USGS QUAD   -  TORRANCE (1981)
 DY1978
 DY1978                         *CURRENT SURVEY CONTROL
 DY1978  ___________________________________________________________________
 DY1978* NAD 83(1986)-  33 51 42.     (N)    118 15 58.     (W)     SCALED    
 DY1978* NAVD 88     -         7.22   (+/-2cm)      23.7    (feet)  VERTCON   
 DY1978  ___________________________________________________________________
 DY1978  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1978  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1978
 DY1978.The horizontal coordinates were scaled from a topographic map and have
 DY1978.an estimated accuracy of +/- 6 seconds.
 DY1978
 DY1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1978.The vertical order pertains to the NGVD 29 superseded value.
 DY1978
 DY1978.The geoid height was determined by GEOID03.
 DY1978
 DY1978;                    North         East    Units  Estimated Accuracy
 DY1978;SPC CA 5     -   540,150.    1,975,380.      MT  (+/- 180 meters Scaled)
 DY1978
 DY1978                          SUPERSEDED SURVEY CONTROL
 DY1978
 DY1978  NGVD 29 (??/??/92)    6.46   (m)           21.2    (f) COMPUTED    1 1
 DY1978
 DY1978.Superseded values are not recommended for survey control.
 DY1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1978.See file dsdata.txt to determine how the superseded data were derived.
 DY1978
 DY1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828475(NAD 83)
 DY1978_MARKER: S = SPIKE
 DY1978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1978_SP_SET: CURB
 DY1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1978
 DY1978  HISTORY     - Date     Condition        Report By
 DY1978  HISTORY     - UNK      MONUMENTED       CA1980
 DY1978  HISTORY     - 1968     GOOD             CA1980
 DY1978
 DY1978                          STATION DESCRIPTION
 DY1978
 DY1978'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1978'IN CARSON.
 DY1978'WIRE SPIKE IN THE NORTH CURB OF 186TH STREET, 5 FEET WEST OF THE
 DY1978'BEGINNING OF CURB RETURN WEST OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1979 ***********************************************************************
 DY1979  DESIGNATION -  21 03891
 DY1979  PID         -  DY1979
 DY1979  STATE/COUNTY-  CA/LOS ANGELES
 DY1979  USGS QUAD   -  TORRANCE (1981)
 DY1979
 DY1979                         *CURRENT SURVEY CONTROL
 DY1979  ___________________________________________________________________
 DY1979* NAD 83(1986)-  33 52 01.     (N)    118 16 00.     (W)     SCALED    
 DY1979* NAVD 88     -        14.671  (meters)      48.13   (feet)  ADJUSTED  
 DY1979  ___________________________________________________________________
 DY1979  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1979  DYNAMIC HT  -          14.656 (meters)      48.08  (feet)  COMP
 DY1979  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DY1979
 DY1979  VERT ORDER  -  THIRD
 DY1979
 DY1979.The horizontal coordinates were scaled from a topographic map and have
 DY1979.an estimated accuracy of +/- 6 seconds.
 DY1979
 DY1979.The orthometric height was determined by differential leveling
 DY1979.and adjusted in February 2008.
 DY1979.No vertical observational check was made to the station.
 DY1979.WARNING-Repeat measurements at this control monument indicate possible
 DY1979.vertical movement.
 DY1979
 DY1979.The geoid height was determined by GEOID03.
 DY1979
 DY1979.The dynamic height is computed by dividing the NAVD 88
 DY1979.geopotential number by the normal gravity value computed on the
 DY1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1979.degrees latitude (g = 980.6199 gals.).
 DY1979
 DY1979.The modeled gravity was interpolated from observed gravity values.
 DY1979
 DY1979;                    North         East    Units  Estimated Accuracy
 DY1979;SPC CA 5     -   540,740.    1,975,330.      MT  (+/- 180 meters Scaled)
 DY1979
 DY1979                          SUPERSEDED SURVEY CONTROL
 DY1979
 DY1979  NAVD 88 (06/28/95)   14.678  (m)           48.16   (f) UNKNOWN     1 1
 DY1979  NAVD 88 (06/15/91)   14.685  (m)           48.18   (f) UNKNOWN     1 1
 DY1979  NGVD 29 (??/??/92)   13.936  (m)           45.72   (f) ADJ UNCH    1 1
 DY1979
 DY1979.Superseded values are not recommended for survey control.
 DY1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1979.See file dsdata.txt to determine how the superseded data were derived.
 DY1979
 DY1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828481(NAD 83)
 DY1979_MARKER: S = SPIKE
 DY1979_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1979_SP_SET: CATCH BASIN
 DY1979_MARK LOGO: NONE  
 DY1979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1979+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DY1979
 DY1979  HISTORY     - Date     Condition        Report By
 DY1979  HISTORY     - 1968     MONUMENTED       CA1980
 DY1979  HISTORY     - 1968     GOOD             CA1980
 DY1979  HISTORY     - 1976     GOOD             NGS
 DY1979  HISTORY     - 1978     GOOD             NGS
 DY1979  HISTORY     - 19890531 GOOD             NGS
 DY1979  HISTORY     - 19940722 GOOD             NGS
 DY1979  HISTORY     - 19950511 GOOD             MWDSC
 DY1979  HISTORY     - 20060417 GOOD             CA1980
 DY1979
 DY1979                          STATION DESCRIPTION
 DY1979
 DY1979'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1979'IN CARSON.
 DY1979'WIRE SPIKE, ONE FOOT EAST OF THE EAST CURB LINE OF AVALON BOULEVARD,
 DY1979'4.5 FEET NORTH OF THE BEGINNING OF CURB RETURN NORTH OF VICTORIA
 DY1979'STREET, SOUTH END OF A CATCH BASIN.
 DY1979
 DY1979                          STATION RECOVERY (1976)
 DY1979
 DY1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1979'LOS ANGELES, AT THE NORTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1979'BOULEVARD AND VICTORIA STREET, IN TOP OF THE SOUTHWEST CORNER OF CATCH
 DY1979'BASIN, 4.5 FT NORTH OF CURB RETURN NORTH OF VICTORIA STREET, 1.0 FT
 DY1979'EAST OF EAST CURB OF AVALON BOULEVARD
 DY1979
 DY1979                          STATION RECOVERY (1978)
 DY1979
 DY1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1979'RECOVERED IN GOOD CONDITION.
 DY1979
 DY1979                          STATION RECOVERY (1989)
 DY1979
 DY1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1979'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1979'(0.7 FT) ABOVE THE BOULEVARD SURFACE.
 DY1979
 DY1979                          STATION RECOVERY (1994)
 DY1979
 DY1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1979'IN CARSON, AT THE INTERSECTION OF VICTORIA STREET AND AVALON
 DY1979'BOULEVARD, A SPIKE NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH
 DY1979'BASIN, 19.1 M (62.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 DY1979'OF THE STREET, 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF THE
 DY1979'NORTHBOUND LANES OF THE BOULEVARD, 3.6 M (11.8 FT) NORTH OF A SIGNAL
 DY1979'LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 DY1979
 DY1979                          STATION RECOVERY (1995)
 DY1979
 DY1979'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1979'RECOVERED AS DESCRIBED.  REF MWD FB 2021 01 007,TB 764/D1.
 DY1979
 DY1979                          STATION RECOVERY (2006)
 DY1979
 DY1979'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DY1979'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1980 ***********************************************************************
 DY1980  DESIGNATION -  21 03910 C OF LA
 DY1980  PID         -  DY1980
 DY1980  STATE/COUNTY-  CA/LOS ANGELES
 DY1980  USGS QUAD   -  TORRANCE (1981)
 DY1980
 DY1980                         *CURRENT SURVEY CONTROL
 DY1980  ___________________________________________________________________
 DY1980* NAD 83(1986)-  33 52 18.     (N)    118 15 58.     (W)     SCALED    
 DY1980* NAVD 88     -        13.54   (+/-2cm)      44.4    (feet)  VERTCON   
 DY1980  ___________________________________________________________________
 DY1980  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1980  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1980
 DY1980.The horizontal coordinates were scaled from a topographic map and have
 DY1980.an estimated accuracy of +/- 6 seconds.
 DY1980
 DY1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1980.The vertical order pertains to the NGVD 29 superseded value.
 DY1980
 DY1980.The geoid height was determined by GEOID03.
 DY1980
 DY1980;                    North         East    Units  Estimated Accuracy
 DY1980;SPC CA 5     -   541,260.    1,975,380.      MT  (+/- 180 meters Scaled)
 DY1980
 DY1980                          SUPERSEDED SURVEY CONTROL
 DY1980
 DY1980  NGVD 29 (??/??/92)   12.79   (m)           42.0    (f) COMPUTED    1 1
 DY1980
 DY1980.Superseded values are not recommended for survey control.
 DY1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1980.See file dsdata.txt to determine how the superseded data were derived.
 DY1980
 DY1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828486(NAD 83)
 DY1980_MARKER: S = SPIKE
 DY1980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1980_SP_SET: CONCRETE FOOTING
 DY1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1980
 DY1980  HISTORY     - Date     Condition        Report By
 DY1980  HISTORY     - UNK      MONUMENTED       CA1980
 DY1980  HISTORY     - 1968     GOOD             CA1980
 DY1980
 DY1980                          STATION DESCRIPTION
 DY1980
 DY1980'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1980'IN CARSON.
 DY1980'GALVANIZED SPIKE IN THE TOP OF THE CONCRETE FOOTING FOR THE
 DY1980'NORTHWEST LEG OF POWER TRANSMISSION TOWER 1341, 0.3 OF A MILE
 DY1980'NORTHERLY FROM VICTORIA STREET, ONE MILE SOUTHERLY FROM ALONDRA
 DY1980'BOULEVARD, ABOUT 300 FEET SOUTH OF THE CENTER LINE OF ARTESIA
 DY1980'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1590 ***********************************************************************
 DY1590  DESIGNATION -  21 03938
 DY1590  PID         -  DY1590
 DY1590  STATE/COUNTY-  CA/LOS ANGELES
 DY1590  USGS QUAD   -  INGLEWOOD (1981)
 DY1590
 DY1590                         *CURRENT SURVEY CONTROL
 DY1590  ___________________________________________________________________
 DY1590* NAD 83(1986)-  33 52 41.     (N)    118 15 54.     (W)     SCALED    
 DY1590* NAVD 88     -        15.371  (meters)      50.43   (feet)  ADJUSTED  
 DY1590  ___________________________________________________________________
 DY1590  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1590  DYNAMIC HT  -          15.355 (meters)      50.38  (feet)  COMP
 DY1590  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DY1590  OBS GRAVITY -     979,578.5   (mgal)                       GRAV_OBS
 DY1590
 DY1590  VERT ORDER  -  FIRST     CLASS I
 DY1590
 DY1590.The horizontal coordinates were scaled from a topographic map and have
 DY1590.an estimated accuracy of +/- 6 seconds.
 DY1590
 DY1590.The orthometric height was determined by differential leveling
 DY1590.and adjusted in June 1995.
 DY1590.WARNING-Repeat measurements at this control monument indicate possible
 DY1590.vertical movement.
 DY1590
 DY1590.The geoid height was determined by GEOID03.
 DY1590
 DY1590.The dynamic height is computed by dividing the NAVD 88
 DY1590.geopotential number by the normal gravity value computed on the
 DY1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1590.degrees latitude (g = 980.6199 gals.).
 DY1590
 DY1590.The modeled gravity was interpolated from observed gravity values.
 DY1590.The observed gravity was obtained from relative gravimeter ties
 DY1590.to the IGSN71 gravity network.
 DY1590
 DY1590;                    North         East    Units  Estimated Accuracy
 DY1590;SPC CA 5     -   541,970.    1,975,480.      MT  (+/- 180 meters Scaled)
 DY1590
 DY1590                          SUPERSEDED SURVEY CONTROL
 DY1590
 DY1590  NAVD 88 (06/15/91)   15.384  (m)           50.47   (f) UNKNOWN     1 1
 DY1590  NGVD 29 (??/??/92)   14.642  (m)           48.04   (f) ADJ UNCH    1 1
 DY1590
 DY1590.Superseded values are not recommended for survey control.
 DY1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1590.See file dsdata.txt to determine how the superseded data were derived.
 DY1590
 DY1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830493(NAD 83)
 DY1590_MARKER: S = SPIKE
 DY1590_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY1590_SP_SET: WALL
 DY1590_MARK LOGO: NONE  
 DY1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1590+STABILITY: SURFACE MOTION
 DY1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1590+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1590
 DY1590  HISTORY     - Date     Condition        Report By
 DY1590  HISTORY     - UNK      MONUMENTED       CA1980
 DY1590  HISTORY     - 1968     GOOD             CA1980
 DY1590  HISTORY     - 1976     GOOD             NGS
 DY1590  HISTORY     - 1978     GOOD             NGS
 DY1590  HISTORY     - 19890531 GOOD             NGS
 DY1590  HISTORY     - 19940722 GOOD             NGS
 DY1590
 DY1590                          STATION DESCRIPTION
 DY1590
 DY1590'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1590'IN CARSON.
 DY1590'GALVANIZED SPIKE IN THE TOP OF THE WEST SIDE, AT ITS CENTER,
 DY1590'OF THE CONCRETE WALL ENCLOSING POWER TRANSMISSION TOWER 1338,
 DY1590'0.8 OF A MILE NORTHERLY FROM VICTORIA STREET.
 DY1590
 DY1590                          STATION RECOVERY (1976)
 DY1590
 DY1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1590'AT LOS ANGELES, A SPIKE IN TOP OF THE WEST CONCRETE RETAINING WALL
 DY1590'OF CONCRETE WALL AROUND POWER TRANSMISSION TOWER 1338, 0.05 MILE SOUTH
 DY1590'OF JUNCTION OF AVALON BOULEVARD AND 169 TH STREET WEST, NOTE TOWER
 DY1590'IS NORTHERN MOST TOWER IN CENTER STRIP OF AVALON BOULEVARD, 8.4 FT
 DY1590'NORTH OF THE SOUTHWEST LEG OF TOWER, 15 FT SOUTHWEST OF NORTHWEST LEG
 DY1590'OF TOWER
 DY1590
 DY1590                          STATION RECOVERY (1978)
 DY1590
 DY1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1590'RECOVERED IN GOOD CONDITION.
 DY1590
 DY1590                          STATION RECOVERY (1989)
 DY1590
 DY1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1590'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD 0.6 M
 DY1590'(2.0 FT) ABOVE THE BOULEVARD SURFACE, ADD 6.4 M (21.0 FT) E OF THE
 DY1590'C/L OF THE S BOUND LANES OF THE BOULEVARD.
 DY1590
 DY1590                          STATION RECOVERY (1994)
 DY1590
 DY1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1590'IN CARSON, AT THE INTERSECTION OF AVALON BOULEVARD AND 169TH STREET, A
 DY1590'SPIKE IN THE WEST CONCRETE WALL ENCLOSING HIGH LINE TOWER NUMBER 1338,
 DY1590'89.3 M (293.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, 6.5 M (21.3
 DY1590'FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE BOULEVARD, 4.5 M
 DY1590'(14.8 FT) SOUTHWEST OF THE NORTHWEST LEG OF THE TOWER, 2.4 M (7.9 FT)
 DY1590'NORTH OF THE SOUTHWEST LEG OF THE TOWER, AND 0.5 M (1.6 FT) ABOVE THE
 DY1590'LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1591 ***********************************************************************
 DY1591  DESIGNATION -  21 03951 C OF LA
 DY1591  PID         -  DY1591
 DY1591  STATE/COUNTY-  CA/LOS ANGELES
 DY1591  USGS QUAD   -  INGLEWOOD (1981)
 DY1591
 DY1591                         *CURRENT SURVEY CONTROL
 DY1591  ___________________________________________________________________
 DY1591* NAD 83(1986)-  33 52 56.     (N)    118 15 51.     (W)     SCALED    
 DY1591* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 DY1591  ___________________________________________________________________
 DY1591  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1591  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1591
 DY1591.The horizontal coordinates were scaled from a topographic map and have
 DY1591.an estimated accuracy of +/- 6 seconds.
 DY1591
 DY1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1591.The vertical order pertains to the NGVD 29 superseded value.
 DY1591
 DY1591.The geoid height was determined by GEOID03.
 DY1591
 DY1591;                    North         East    Units  Estimated Accuracy
 DY1591;SPC CA 5     -   542,430.    1,975,560.      MT  (+/- 180 meters Scaled)
 DY1591
 DY1591                          SUPERSEDED SURVEY CONTROL
 DY1591
 DY1591  NGVD 29 (??/??/92)   16.31   (m)           53.5    (f) COMPUTED    1 1
 DY1591
 DY1591.Superseded values are not recommended for survey control.
 DY1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1591.See file dsdata.txt to determine how the superseded data were derived.
 DY1591
 DY1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830498(NAD 83)
 DY1591_MARKER: DD = SURVEY DISK
 DY1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1591_SP_SET: CONCRETE MONUMENT
 DY1591_STAMPING: RE 5869
 DY1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1591
 DY1591  HISTORY     - Date     Condition        Report By
 DY1591  HISTORY     - UNK      MONUMENTED       CA1980
 DY1591  HISTORY     - 1968     GOOD             CA1980
 DY1591
 DY1591                          STATION DESCRIPTION
 DY1591
 DY1591'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1591'IN CARSON.
 DY1591'LOS ANGELES COUNTY BRASS DISC IN CONCRETE MONUMENT, STAMPED R.E.
 DY1591'5869, ON THE CENTER LINE ANGLE POINT IN AVALON BOULEVARD, AND ON
 DY1591'THE CENTER LINE OF 165TH STREET, ABOUT 250 FEET SOUTH OF GARDENA
 DY1591'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1708 ***********************************************************************
 DY1708  DESIGNATION -  21 03969
 DY1708  PID         -  DY1708
 DY1708  STATE/COUNTY-  CA/LOS ANGELES
 DY1708  USGS QUAD   -  INGLEWOOD (1981)
 DY1708
 DY1708                         *CURRENT SURVEY CONTROL
 DY1708  ___________________________________________________________________
 DY1708* NAD 83(2007)-  33 53 10.15321(N)    118 15 53.71427(W)     ADJUSTED  
 DY1708* NAVD 88     -        18.192  (meters)      59.68   (feet)  ADJUSTED  
 DY1708  ___________________________________________________________________
 DY1708  EPOCH DATE  -        2007.00
 DY1708  X           -  -2,509,949.507 (meters)                     COMP
 DY1708  Y           -  -4,668,327.043 (meters)                     COMP
 DY1708  Z           -   3,535,960.596 (meters)                     COMP
 DY1708  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DY1708  ELLIP HEIGHT-         -17.722 (meters)          (02/10/07) ADJUSTED
 DY1708  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1708  DYNAMIC HT  -          18.173 (meters)      59.62  (feet)  COMP
 DY1708
 DY1708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY1708  Type    PID    Designation                      North   East  Ellip
 DY1708  -------------------------------------------------------------------
 DY1708  NETWORK DY1708 21 03969                          0.65   1.14   5.25
 DY1708  -------------------------------------------------------------------
 DY1708  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DY1708
 DY1708  VERT ORDER  -  FIRST     CLASS I
 DY1708
 DY1708.The horizontal coordinates were established by GPS observations
 DY1708.and adjusted by the National Geodetic Survey in February 2007.
 DY1708
 DY1708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY1708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY1708.The horizontal coordinates are valid at the epoch date displayed above.
 DY1708.The epoch date for horizontal control is a decimal equivalence
 DY1708.of Year/Month/Day.
 DY1708
 DY1708.The orthometric height was determined by differential leveling
 DY1708.and adjusted in June 1995.
 DY1708.WARNING-Repeat measurements at this control monument indicate possible
 DY1708.vertical movement.
 DY1708
 DY1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY1708
 DY1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY1708
 DY1708.The ellipsoidal height was determined by GPS observations
 DY1708.and is referenced to NAD 83.
 DY1708
 DY1708.The geoid height was determined by GEOID03.
 DY1708
 DY1708.The dynamic height is computed by dividing the NAVD 88
 DY1708.geopotential number by the normal gravity value computed on the
 DY1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1708.degrees latitude (g = 980.6199 gals.).
 DY1708
 DY1708.The modeled gravity was interpolated from observed gravity values.
 DY1708
 DY1708;                    North         East     Units Scale Factor Converg.
 DY1708;SPC CA 5     -   542,867.230 1,975,491.929   MT  1.00003515   -0 09 03.6
 DY1708;SPC CA 5     - 1,781,056.90  6,481,259.77   sFT  1.00003515   -0 09 03.6
 DY1708;UTM  11      - 3,750,253.009   383,028.093   MT  0.99976867   -0 42 19.2
 DY1708
 DY1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY1708!SPC CA 5     -   1.00000278  x   1.00003515  =   1.00003793
 DY1708!UTM  11      -   1.00000278  x   0.99976867  =   0.99977145
 DY1708
 DY1708                          SUPERSEDED SURVEY CONTROL
 DY1708
 DY1708  NAD 83(1994)-  33 53 10.14120(N)    118 15 53.70189(W) AD(1995.00) 1
 DY1708  ELLIP H (11/30/95)  -17.729  (m)                       GP(1995.00) 4 2
 DY1708  NAVD 88 (06/15/91)   18.209  (m)           59.74   (f) UNKNOWN     1 1
 DY1708  NGVD 29 (??/??/92)   17.465  (m)           57.30   (f) ADJ UNCH    1 1
 DY1708
 DY1708.Superseded values are not recommended for survey control.
 DY1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1708.See file dsdata.txt to determine how the superseded data were derived.
 DY1708
 DY1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8302850253(NAD 83)
 DY1708_MARKER: S = SPIKE
 DY1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1708_SP_SET: CATCH BASIN
 DY1708_MARK LOGO: NONE  
 DY1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1708+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1708
 DY1708  HISTORY     - Date     Condition        Report By
 DY1708  HISTORY     - UNK      MONUMENTED       CA1980
 DY1708  HISTORY     - 1971     GOOD             CA1980
 DY1708  HISTORY     - 1976     GOOD             NGS
 DY1708  HISTORY     - 1978     GOOD             NGS
 DY1708  HISTORY     - 19890531 GOOD             NGS
 DY1708  HISTORY     - 19940722 GOOD             NGS
 DY1708
 DY1708                          STATION DESCRIPTION
 DY1708
 DY1708'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1708'IN CARSON.
 DY1708'WIRE SPIKE, 1 FOOT NORTH OF THE NORTH CURB LINE OF ALONDRA
 DY1708'BOULEVARD, 57.8 FEET EAST OF THE BEGINNING OF CURB RETURN EAST OF
 DY1708'AVALON BOULEVARD, IN THE TOP OF A CATCH BASIN, OVER ITS EAST
 DY1708'WALL.
 DY1708
 DY1708                          STATION RECOVERY (1976)
 DY1708
 DY1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1708'AT LOS ANGELES, AT THE NORTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1708'BOULEVARD AND ALONDRA BOULEVARD, IN TOP OF THE SOUTHEAST CORNER OF A
 DY1708'CATCH BASIN, 58.0 FT EAST OF CURB RETURN EAST OF AVALON BOULEVARD, AT
 DY1708'NORTH CURB OF ALONDRA BOULEVARD
 DY1708
 DY1708                          STATION RECOVERY (1978)
 DY1708
 DY1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1708'RECOVERED IN GOOD CONDITION.
 DY1708
 DY1708                          STATION RECOVERY (1989)
 DY1708
 DY1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1708'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD 0.2 M
 DY1708'(0.7 FT) ABOVE THE ALONDRA BOULEVARD SURFACE, ADD 11.5 M (37.7 FT) N
 DY1708'OF THE CENTER OF ALONDRA BOULEVARD.
 DY1708
 DY1708                          STATION RECOVERY (1994)
 DY1708
 DY1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1708'IN CARSON, AT THE INTERSECTION OF ALONDRA AND AVALON BOULEVARDS, A
 DY1708'SPIKE NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 33.3 M
 DY1708'(109.3 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF AVALON
 DY1708'BOULEVARD, 4.8 M (15.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DY1708'LANES OF ALONDRA BOULEVARD, 1.1 M (3.6 FT) WEST OF A UTILITY LIGHT
 DY1708'POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF ALONDRA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1593 ***********************************************************************
 DY1593  DESIGNATION -  21 03993 C OF LA
 DY1593  PID         -  DY1593
 DY1593  STATE/COUNTY-  CA/LOS ANGELES
 DY1593  USGS QUAD   -  INGLEWOOD (1981)
 DY1593
 DY1593                         *CURRENT SURVEY CONTROL
 DY1593  ___________________________________________________________________
 DY1593* NAD 83(1986)-  33 53 37.     (N)    118 15 53.     (W)     SCALED    
 DY1593* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 DY1593  ___________________________________________________________________
 DY1593  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1593  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1593
 DY1593.The horizontal coordinates were scaled from a topographic map and have
 DY1593.an estimated accuracy of +/- 6 seconds.
 DY1593
 DY1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1593.The vertical order pertains to the NGVD 29 superseded value.
 DY1593
 DY1593.The geoid height was determined by GEOID03.
 DY1593
 DY1593;                    North         East    Units  Estimated Accuracy
 DY1593;SPC CA 5     -   543,690.    1,975,510.      MT  (+/- 180 meters Scaled)
 DY1593
 DY1593                          SUPERSEDED SURVEY CONTROL
 DY1593
 DY1593  NGVD 29 (??/??/92)   23.75   (m)           77.9    (f) COMPUTED    1 1
 DY1593
 DY1593.Superseded values are not recommended for survey control.
 DY1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1593.See file dsdata.txt to determine how the superseded data were derived.
 DY1593
 DY1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830510(NAD 83)
 DY1593_MARKER: S = SPIKE
 DY1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1593_SP_SET: CURB
 DY1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1593
 DY1593  HISTORY     - Date     Condition        Report By
 DY1593  HISTORY     - UNK      MONUMENTED       CA1980
 DY1593  HISTORY     - 1968     GOOD             CA1980
 DY1593
 DY1593                          STATION DESCRIPTION
 DY1593
 DY1593'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1593'NEAR COMPTON.
 DY1593'SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 26 FEET SOUTH OF THE
 DY1593'BEGINNING OF CURB RETURN SOUTH OF REDONDO BEACH BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1594 ***********************************************************************
 DY1594  DESIGNATION -  21 03994 C OF LA
 DY1594  PID         -  DY1594
 DY1594  STATE/COUNTY-  CA/LOS ANGELES
 DY1594  USGS QUAD   -  INGLEWOOD (1981)
 DY1594
 DY1594                         *CURRENT SURVEY CONTROL
 DY1594  ___________________________________________________________________
 DY1594* NAD 83(1986)-  33 53 37.     (N)    118 15 53.     (W)     SCALED    
 DY1594* NAVD 88     -        25.27   (+/-2cm)      82.9    (feet)  VERTCON   
 DY1594  ___________________________________________________________________
 DY1594  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1594  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1594
 DY1594.The horizontal coordinates were scaled from a topographic map and have
 DY1594.an estimated accuracy of +/- 6 seconds.
 DY1594
 DY1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1594.The vertical order pertains to the NGVD 29 superseded value.
 DY1594
 DY1594.The geoid height was determined by GEOID03.
 DY1594
 DY1594;                    North         East    Units  Estimated Accuracy
 DY1594;SPC CA 5     -   543,690.    1,975,510.      MT  (+/- 180 meters Scaled)
 DY1594
 DY1594                          SUPERSEDED SURVEY CONTROL
 DY1594
 DY1594  NGVD 29 (??/??/92)   24.52   (m)           80.4    (f) COMPUTED    1 2
 DY1594
 DY1594.Superseded values are not recommended for survey control.
 DY1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1594.See file dsdata.txt to determine how the superseded data were derived.
 DY1594
 DY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830510(NAD 83)
 DY1594_MARKER: S = SPIKE
 DY1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1594_SP_SET: CATCH BASIN
 DY1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1594
 DY1594  HISTORY     - Date     Condition        Report By
 DY1594  HISTORY     - UNK      MONUMENTED       CA1980
 DY1594  HISTORY     - 1968     GOOD             CA1980
 DY1594
 DY1594                          STATION DESCRIPTION
 DY1594
 DY1594'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1594'NEAR COMPTON.
 DY1594'WIRE SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 70 FEET NORTH
 DY1594'OF THE NORTH CURB LINE OF REDONDO BEACH BOULEVARD, 0.5 OF A
 DY1594'FOOT SOUTH OF THE SOUTH END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1709 ***********************************************************************
 DY1709  DESIGNATION -  21 03995 C OF LA
 DY1709  PID         -  DY1709
 DY1709  STATE/COUNTY-  CA/LOS ANGELES
 DY1709  USGS QUAD   -  INGLEWOOD (1981)
 DY1709
 DY1709                         *CURRENT SURVEY CONTROL
 DY1709  ___________________________________________________________________
 DY1709* NAD 83(1986)-  33 53 34.     (N)    118 15 54.     (W)     SCALED    
 DY1709* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 DY1709  ___________________________________________________________________
 DY1709  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1709  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1709
 DY1709.The horizontal coordinates were scaled from a topographic map and have
 DY1709.an estimated accuracy of +/- 6 seconds.
 DY1709
 DY1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1709.The vertical order pertains to the NGVD 29 superseded value.
 DY1709
 DY1709.The geoid height was determined by GEOID03.
 DY1709
 DY1709;                    North         East    Units  Estimated Accuracy
 DY1709;SPC CA 5     -   543,600.    1,975,490.      MT  (+/- 180 meters Scaled)
 DY1709
 DY1709                          SUPERSEDED SURVEY CONTROL
 DY1709
 DY1709  NGVD 29 (??/??/92)   23.75   (m)           77.9    (f) COMPUTED    1 1
 DY1709
 DY1709.Superseded values are not recommended for survey control.
 DY1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1709.See file dsdata.txt to determine how the superseded data were derived.
 DY1709
 DY1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830509(NAD 83)
 DY1709_MARKER: S = SPIKE
 DY1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1709_SP_SET: CURB
 DY1709_STAMPING: 21-03995
 DY1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1709
 DY1709  HISTORY     - Date     Condition        Report By
 DY1709  HISTORY     - UNK      MONUMENTED       RBNF
 DY1709
 DY1709                          STATION DESCRIPTION
 DY1709
 DY1709'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 DY1709'IN COMPTON.
 DY1709'WIRE SPIKE IN THE EAST CURB OF ANALON BLVD., 4.5 FEET SOUTH OF A BOX
 DY1709'CULVERT CURB RETURN SOUTH OF REDONDO BEACH BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1595 ***********************************************************************
 DY1595  DESIGNATION -  21 04011
 DY1595  PID         -  DY1595
 DY1595  STATE/COUNTY-  CA/LOS ANGELES
 DY1595  USGS QUAD   -  INGLEWOOD (1981)
 DY1595
 DY1595                         *CURRENT SURVEY CONTROL
 DY1595  ___________________________________________________________________
 DY1595* NAD 83(1986)-  33 53 43.     (N)    118 15 55.     (W)     SCALED    
 DY1595* NAVD 88     -        27.576  (meters)      90.47   (feet)  ADJUSTED  
 DY1595  ___________________________________________________________________
 DY1595  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1595  DYNAMIC HT  -          27.547 (meters)      90.38  (feet)  COMP
 DY1595  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 DY1595
 DY1595  VERT ORDER  -  FIRST     CLASS I
 DY1595
 DY1595.The horizontal coordinates were scaled from a topographic map and have
 DY1595.an estimated accuracy of +/- 6 seconds.
 DY1595
 DY1595.The orthometric height was determined by differential leveling
 DY1595.and adjusted in June 1995.
 DY1595.WARNING-Repeat measurements at this control monument indicate possible
 DY1595.vertical movement.
 DY1595
 DY1595.The geoid height was determined by GEOID03.
 DY1595
 DY1595.The dynamic height is computed by dividing the NAVD 88
 DY1595.geopotential number by the normal gravity value computed on the
 DY1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1595.degrees latitude (g = 980.6199 gals.).
 DY1595
 DY1595.The modeled gravity was interpolated from observed gravity values.
 DY1595
 DY1595;                    North         East    Units  Estimated Accuracy
 DY1595;SPC CA 5     -   543,880.    1,975,460.      MT  (+/- 180 meters Scaled)
 DY1595
 DY1595                          SUPERSEDED SURVEY CONTROL
 DY1595
 DY1595  NAVD 88 (06/15/91)   27.594  (m)           90.53   (f) UNKNOWN     1 1
 DY1595  NGVD 29 (??/??/92)   26.847  (m)           88.08   (f) ADJ UNCH    1 1
 DY1595
 DY1595.Superseded values are not recommended for survey control.
 DY1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1595.See file dsdata.txt to determine how the superseded data were derived.
 DY1595
 DY1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830512(NAD 83)
 DY1595_MARKER: S = SPIKE
 DY1595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1595_SP_SET: CATCH BASIN
 DY1595_MARK LOGO: NONE  
 DY1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1595+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1595
 DY1595  HISTORY     - Date     Condition        Report By
 DY1595  HISTORY     - UNK      MONUMENTED       CA1980
 DY1595  HISTORY     - 1968     GOOD             CA1980
 DY1595  HISTORY     - 1976     GOOD             NGS
 DY1595  HISTORY     - 1978     GOOD             NGS
 DY1595  HISTORY     - 19890531 GOOD             NGS
 DY1595  HISTORY     - 19940722 GOOD             NGS
 DY1595
 DY1595                          STATION DESCRIPTION
 DY1595
 DY1595'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1595'NEAR COMPTON.
 DY1595'WIRE SPIKE IN THE WEST CURB OF AVALON BOULEVARD, 4.5 FEET NORTH OF
 DY1595'THE BEGINNING OF CURB RETUN NORTH OF COMPTON BOULEVARD, SOUTH END
 DY1595'OF A CATCH BASIN.
 DY1595
 DY1595                          STATION RECOVERY (1976)
 DY1595
 DY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1595'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1595'BOULEVARD AND COMPTON BOULEVARD, IN TOP OF THE SOUTHEAST CORNER OF A
 DY1595'CATCH BASIN, AT WEST CURB OF AVALON, 4.5 FT NORTH OF CURB RETURN NORTH
 DY1595'OF COMPTON BOULEVARD
 DY1595
 DY1595                          STATION RECOVERY (1978)
 DY1595
 DY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1595'RECOVERED IN GOOD CONDITION.
 DY1595
 DY1595                          STATION RECOVERY (1989)
 DY1595
 DY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1595'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD 0.2 M
 DY1595'(0.7 FT) ABOVE THE BOULEVARD SURFACE, ADD 11.3 M (37.1 FT) W OF THE
 DY1595'CENTER OF THE BOULEVARD.
 DY1595
 DY1595                          STATION RECOVERY (1994)
 DY1595
 DY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1595'IN CARSON, AT THE INTERSECTION OF AVALON AND COMPTON BOULEVARDS, A
 DY1595'SPIKE NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 14.6 M
 DY1595'(47.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF COMPTON
 DY1595'BOULEVARD, 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DY1595'LANES OF AVALON BOULEVARD, 3.2 M (10.5 FT) NORTHEAST OF A SIGNAL LIGHT
 DY1595'POLE WITH A STREET LIGHT ATTATCHED, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 DY1595'OF AVALON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1596 ***********************************************************************
 DY1596  DESIGNATION -  21 04020 C OF LA
 DY1596  PID         -  DY1596
 DY1596  STATE/COUNTY-  CA/LOS ANGELES
 DY1596  USGS QUAD   -  INGLEWOOD (1981)
 DY1596
 DY1596                         *CURRENT SURVEY CONTROL
 DY1596  ___________________________________________________________________
 DY1596* NAD 83(1986)-  33 53 57.     (N)    118 15 53.     (W)     SCALED    
 DY1596* NAVD 88     -        30.81   (+/-2cm)     101.1    (feet)  VERTCON   
 DY1596  ___________________________________________________________________
 DY1596  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1596  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1596
 DY1596.The horizontal coordinates were scaled from a topographic map and have
 DY1596.an estimated accuracy of +/- 6 seconds.
 DY1596
 DY1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1596.The vertical order pertains to the NGVD 29 superseded value.
 DY1596
 DY1596.The geoid height was determined by GEOID03.
 DY1596
 DY1596;                    North         East    Units  Estimated Accuracy
 DY1596;SPC CA 5     -   544,310.    1,975,510.      MT  (+/- 180 meters Scaled)
 DY1596
 DY1596                          SUPERSEDED SURVEY CONTROL
 DY1596
 DY1596  NGVD 29 (??/??/92)   30.07   (m)           98.7    (f) COMPUTED    1 1
 DY1596
 DY1596.Superseded values are not recommended for survey control.
 DY1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1596.See file dsdata.txt to determine how the superseded data were derived.
 DY1596
 DY1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830516(NAD 83)
 DY1596_MARKER: S = SPIKE
 DY1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1596_SP_SET: CURB
 DY1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1596
 DY1596  HISTORY     - Date     Condition        Report By
 DY1596  HISTORY     - UNK      MONUMENTED       CA1980
 DY1596  HISTORY     - 1968     GOOD             CA1980
 DY1596
 DY1596                          STATION DESCRIPTION
 DY1596
 DY1596'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1596'NEAR COMPTON.
 DY1596'GALVANIZED SPIKE IN THE EAST CURB OF AVALON BOULEVARD, 0.28 OF A
 DY1596'MILE NORTHERLY FROM COMPTON BOULEVARD, 4.5 FEET SOUTH OF THE
 DY1596'SOUTH FENCE LINE OF THE NATIONAL HOUSE WRECKING YARD AT NO.
 DY1596'14612 AVALON BOULEVARD, NEAR POWER POLE NO. 1442866E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1766 ***********************************************************************
 DY1766  DESIGNATION -  21 05130 C OF LA
 DY1766  PID         -  DY1766
 DY1766  STATE/COUNTY-  CA/LOS ANGELES
 DY1766  USGS QUAD   -  TORRANCE (1981)
 DY1766
 DY1766                         *CURRENT SURVEY CONTROL
 DY1766  ___________________________________________________________________
 DY1766* NAD 83(1986)-  33 47 04.     (N)    118 18 07.     (W)     SCALED    
 DY1766* NAVD 88     -        21.79   (+/-2cm)      71.5    (feet)  VERTCON   
 DY1766  ___________________________________________________________________
 DY1766  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1766  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1766
 DY1766.The horizontal coordinates were scaled from a topographic map and have
 DY1766.an estimated accuracy of +/- 6 seconds.
 DY1766
 DY1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1766.The vertical order pertains to the NGVD 29 superseded value.
 DY1766
 DY1766.The geoid height was determined by GEOID03.
 DY1766
 DY1766;                    North         East    Units  Estimated Accuracy
 DY1766;SPC CA 5     -   531,600.    1,972,030.      MT  (+/- 180 meters Scaled)
 DY1766
 DY1766                          SUPERSEDED SURVEY CONTROL
 DY1766
 DY1766  NGVD 29 (??/??/92)   21.03   (m)           69.0    (f) COMPUTED    1 1
 DY1766
 DY1766.Superseded values are not recommended for survey control.
 DY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1766.See file dsdata.txt to determine how the superseded data were derived.
 DY1766
 DY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT794390(NAD 83)
 DY1766_MARKER: S = SPIKE
 DY1766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1766_SP_SET: CURB
 DY1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1766
 DY1766  HISTORY     - Date     Condition        Report By
 DY1766  HISTORY     - UNK      MONUMENTED       CA1980
 DY1766  HISTORY     - 1968     GOOD             CA1980
 DY1766
 DY1766                          STATION DESCRIPTION
 DY1766
 DY1766'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1766'AT HARBOR CITY.
 DY1766'WIRE SPIKE IN TOP OF THE WEST CURB OF BELLE PORTE AVENUE, 15
 DY1766'FEET NORTH OF BEGINNING OF CURB RETURN NORTH OF ANAHEIM STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1765 ***********************************************************************
 DY1765  DESIGNATION -  21 05150 C OF LA
 DY1765  PID         -  DY1765
 DY1765  STATE/COUNTY-  CA/LOS ANGELES
 DY1765  USGS QUAD   -  TORRANCE (1981)
 DY1765
 DY1765                         *CURRENT SURVEY CONTROL
 DY1765  ___________________________________________________________________
 DY1765* NAD 83(1986)-  33 47 06.     (N)    118 18 11.     (W)     SCALED    
 DY1765* NAVD 88     -        23.09   (+/-2cm)      75.8    (feet)  VERTCON   
 DY1765  ___________________________________________________________________
 DY1765  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1765  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1765
 DY1765.The horizontal coordinates were scaled from a topographic map and have
 DY1765.an estimated accuracy of +/- 6 seconds.
 DY1765
 DY1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1765.The vertical order pertains to the NGVD 29 superseded value.
 DY1765
 DY1765.The geoid height was determined by GEOID03.
 DY1765
 DY1765;                    North         East    Units  Estimated Accuracy
 DY1765;SPC CA 5     -   531,660.    1,971,930.      MT  (+/- 180 meters Scaled)
 DY1765
 DY1765                          SUPERSEDED SURVEY CONTROL
 DY1765
 DY1765  NGVD 29 (??/??/92)   22.32   (m)           73.2    (f) COMPUTED    1 1
 DY1765
 DY1765.Superseded values are not recommended for survey control.
 DY1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1765.See file dsdata.txt to determine how the superseded data were derived.
 DY1765
 DY1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT793390(NAD 83)
 DY1765_MARKER: S = SPIKE
 DY1765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1765_SP_SET: CURB
 DY1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1765
 DY1765  HISTORY     - Date     Condition        Report By
 DY1765  HISTORY     - UNK      MONUMENTED       CA1980
 DY1765  HISTORY     - 1968     GOOD             CA1980
 DY1765
 DY1765                          STATION DESCRIPTION
 DY1765
 DY1765'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1765'IN HARBOR CITY.
 DY1765'WIRE SPIKE IN TOP OF THE CURB OF ANAHEIM STREET, 0.5 FEET WEST
 DY1765'OF BEGINNING OF CURB RETURN WEST OF SENATOR AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1756 ***********************************************************************
 DY1756  DESIGNATION -  21 05235 C OF LA
 DY1756  PID         -  DY1756
 DY1756  STATE/COUNTY-  CA/LOS ANGELES
 DY1756  USGS QUAD   -  TORRANCE (1981)
 DY1756
 DY1756                         *CURRENT SURVEY CONTROL
 DY1756  ___________________________________________________________________
 DY1756* NAD 83(1986)-  33 47 20.     (N)    118 18 27.     (W)     SCALED    
 DY1756* NAVD 88     -        24.83   (+/-2cm)      81.5    (feet)  VERTCON   
 DY1756  ___________________________________________________________________
 DY1756  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1756  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1756
 DY1756.The horizontal coordinates were scaled from a topographic map and have
 DY1756.an estimated accuracy of +/- 6 seconds.
 DY1756
 DY1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1756.The vertical order pertains to the NGVD 29 superseded value.
 DY1756
 DY1756.The geoid height was determined by GEOID03.
 DY1756
 DY1756;                    North         East    Units  Estimated Accuracy
 DY1756;SPC CA 5     -   532,090.    1,971,520.      MT  (+/- 180 meters Scaled)
 DY1756
 DY1756                          SUPERSEDED SURVEY CONTROL
 DY1756
 DY1756  NGVD 29 (??/??/92)   24.07   (m)           79.0    (f) COMPUTED    1 1
 DY1756
 DY1756.Superseded values are not recommended for survey control.
 DY1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1756.See file dsdata.txt to determine how the superseded data were derived.
 DY1756
 DY1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT789395(NAD 83)
 DY1756_MARKER: DD = SURVEY DISK
 DY1756_SETTING: 0 = UNSPECIFIED SETTING
 DY1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1756
 DY1756  HISTORY     - Date     Condition        Report By
 DY1756  HISTORY     - UNK      MONUMENTED       CA1980
 DY1756  HISTORY     - 1968     GOOD             CA1980
 DY1756
 DY1756                          STATION DESCRIPTION
 DY1756
 DY1756'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1756'IN HARBOR CITY.
 DY1756'STANDARD SURVEY MONUMENT, ON THE CENTER LINE INTERSECTION OF
 DY1756'WESTERN AVENUE AND 259TH PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1755 ***********************************************************************
 DY1755  DESIGNATION -  21 05240 C OF LA
 DY1755  PID         -  DY1755
 DY1755  STATE/COUNTY-  CA/LOS ANGELES
 DY1755  USGS QUAD   -  TORRANCE (1981)
 DY1755
 DY1755                         *CURRENT SURVEY CONTROL
 DY1755  ___________________________________________________________________
 DY1755* NAD 83(1986)-  33 47 20.     (N)    118 18 27.     (W)     SCALED    
 DY1755* NAVD 88     -        24.41   (+/-2cm)      80.1    (feet)  VERTCON   
 DY1755  ___________________________________________________________________
 DY1755  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1755  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1755
 DY1755.The horizontal coordinates were scaled from a topographic map and have
 DY1755.an estimated accuracy of +/- 6 seconds.
 DY1755
 DY1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1755.The vertical order pertains to the NGVD 29 superseded value.
 DY1755
 DY1755.The geoid height was determined by GEOID03.
 DY1755
 DY1755;                    North         East    Units  Estimated Accuracy
 DY1755;SPC CA 5     -   532,090.    1,971,520.      MT  (+/- 180 meters Scaled)
 DY1755
 DY1755                          SUPERSEDED SURVEY CONTROL
 DY1755
 DY1755  NGVD 29 (??/??/92)   23.65   (m)           77.6    (f) COMPUTED    1 1
 DY1755
 DY1755.Superseded values are not recommended for survey control.
 DY1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1755.See file dsdata.txt to determine how the superseded data were derived.
 DY1755
 DY1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT789395(NAD 83)
 DY1755_MARKER: DD = SURVEY DISK
 DY1755_SETTING: 0 = UNSPECIFIED SETTING
 DY1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1755
 DY1755  HISTORY     - Date     Condition        Report By
 DY1755  HISTORY     - UNK      MONUMENTED       CA1980
 DY1755  HISTORY     - 1968     GOOD             CA1980
 DY1755
 DY1755                          STATION DESCRIPTION
 DY1755
 DY1755'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1755'IN HARBOR CITY.
 DY1755'STANDARD SURVEY MONUMENT ON CENTER LINE INTERSECTION OF WESTERN
 DY1755'AVENUE AND 259TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2520 ***********************************************************************
 DY2520  DESIGNATION -  21 06769
 DY2520  PID         -  DY2520
 DY2520  STATE/COUNTY-  CA/LOS ANGELES
 DY2520  USGS QUAD   -  TORRANCE (1981)
 DY2520
 DY2520                         *CURRENT SURVEY CONTROL
 DY2520  ___________________________________________________________________
 DY2520* NAD 83(1986)-  33 47 51.     (N)    118 17 52.     (W)     SCALED    
 DY2520* NAVD 88     -        21.927  (meters)      71.94   (feet)  READJUSTED
 DY2520  ___________________________________________________________________
 DY2520  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY2520  DYNAMIC HT  -          21.900 (meters)      71.85  (feet)  COMP
 DY2520  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 DY2520  OBS GRAVITY -     979,606.6   (mgal)                       GRAV_OBS
 DY2520
 DY2520  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DY2520
 DY2520.The horizontal coordinates were scaled from a topographic map and have
 DY2520.an estimated accuracy of +/- 6 seconds.
 DY2520
 DY2520.The orthometric height was determined by differential leveling
 DY2520.and adjusted in February 1993.
 DY2520.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DY2520.distribution rate of 1.1 thru 2.0 mm/km.
 DY2520.The height was derived from older observations constrained to new
 DY2520.heights in a crustal motion area.  The height is approximate in
 DY2520.relation to other heights in its vicinity.
 DY2520
 DY2520.The geoid height was determined by GEOID03.
 DY2520
 DY2520.The dynamic height is computed by dividing the NAVD 88
 DY2520.geopotential number by the normal gravity value computed on the
 DY2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2520.degrees latitude (g = 980.6199 gals.).
 DY2520
 DY2520.The modeled gravity was interpolated from observed gravity values.
 DY2520.The observed gravity was obtained from relative gravimeter ties
 DY2520.to the IGSN71 gravity network.
 DY2520
 DY2520;                    North         East    Units  Estimated Accuracy
 DY2520;SPC CA 5     -   533,040.    1,972,420.      MT  (+/- 180 meters Scaled)
 DY2520
 DY2520                          SUPERSEDED SURVEY CONTROL
 DY2520
 DY2520  NGVD 29 (??/??/92)   21.165  (m)           69.44   (f) ADJ UNCH    1 1
 DY2520
 DY2520.Superseded values are not recommended for survey control.
 DY2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2520.See file dsdata.txt to determine how the superseded data were derived.
 DY2520
 DY2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798404(NAD 83)
 DY2520_MARKER: DD = SURVEY DISK
 DY2520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY2520_STAMPING: 21-06769 1967
 DY2520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2520
 DY2520  HISTORY     - Date     Condition        Report By
 DY2520  HISTORY     - 1967     MONUMENTED       CA1980
 DY2520  HISTORY     - 1978     GOOD             NGS
 DY2520  HISTORY     - 1978     GOOD             NGS
 DY2520  HISTORY     - 19890318 MARK NOT FOUND   NGS
 DY2520
 DY2520                          STATION DESCRIPTION
 DY2520
 DY2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2520'WILMINGTON.
 DY2520'AT LOS ANGELES, WILMINGTON AREA, AT THE SOUTHWEST CORNER OF THE
 DY2520'INTERSECTION OF NORMANDIE AVENUE AND LOMITA BOULEVARD, IN TOP OF THE
 DY2520'SOUTHEAST CORNER OF A CATCH BASIN, 4.0 FT. SOUTH OF THE SOUTH CURB OF
 DY2520'THE BOULEVARD, 6.7 FT. WEST OF CURB RETURN WEST OF AVENUE.
 DY2520
 DY2520                          STATION RECOVERY (1978)
 DY2520
 DY2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2520'AT LOS ANGELES, WILMINGTON AREA, AT THE SOUTHWEST CORNER OF THE
 DY2520'INTERSECTION OF NORMANDIE AVENUE AND LOMITA BOULEVARD, IN TOP OF THE
 DY2520'SOUTHEAST CORNER OF A CATCH BASIN, 4.0 FT. SOUTH OF THE SOUTH CURB OF
 DY2520'THE BOULEVARD, 6.7 FT. WEST OF CURB RETURN WEST OF AVENUE.
 DY2520
 DY2520                          STATION RECOVERY (1989)
 DY2520
 DY2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2520'THE CATCH BASIN HAS BEEN REMOVED AND THERE IS A DRIVEWAY AT THE
 DY2520'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2002 ***********************************************************************
 DY2002  DESIGNATION -  21 06880
 DY2002  PID         -  DY2002
 DY2002  STATE/COUNTY-  CA/LOS ANGELES
 DY2002  USGS QUAD   -  TORRANCE (1981)
 DY2002
 DY2002                         *CURRENT SURVEY CONTROL
 DY2002  ___________________________________________________________________
 DY2002* NAD 83(1986)-  33 47 51.     (N)    118 17 28.     (W)     SCALED    
 DY2002* NAVD 88     -        11.704  (meters)      38.40   (feet)  ADJUSTED  
 DY2002  ___________________________________________________________________
 DY2002  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY2002  DYNAMIC HT  -          11.692 (meters)      38.36  (feet)  COMP
 DY2002  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 DY2002
 DY2002  VERT ORDER  -  FIRST     CLASS I
 DY2002
 DY2002.The horizontal coordinates were scaled from a topographic map and have
 DY2002.an estimated accuracy of +/- 6 seconds.
 DY2002
 DY2002.The orthometric height was determined by differential leveling
 DY2002.and adjusted in June 1995.
 DY2002
 DY2002.The geoid height was determined by GEOID03.
 DY2002
 DY2002.The dynamic height is computed by dividing the NAVD 88
 DY2002.geopotential number by the normal gravity value computed on the
 DY2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2002.degrees latitude (g = 980.6199 gals.).
 DY2002
 DY2002.The modeled gravity was interpolated from observed gravity values.
 DY2002
 DY2002;                    North         East    Units  Estimated Accuracy
 DY2002;SPC CA 5     -   533,040.    1,973,040.      MT  (+/- 180 meters Scaled)
 DY2002
 DY2002                          SUPERSEDED SURVEY CONTROL
 DY2002
 DY2002  NAVD 88 (06/15/91)   11.717  (m)           38.44   (f) UNKNOWN     1 1
 DY2002  NGVD 29 (??/??/92)   10.957  (m)           35.95   (f) ADJ UNCH    1 1
 DY2002
 DY2002.Superseded values are not recommended for survey control.
 DY2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2002.See file dsdata.txt to determine how the superseded data were derived.
 DY2002
 DY2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT804404(NAD 83)
 DY2002_MARKER: DD = SURVEY DISK
 DY2002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2002_SP_SET: CATCH BASIN
 DY2002_STAMPING: PBM 21-06880 1967
 DY2002_MARK LOGO: CA1980
 DY2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2002+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY2002
 DY2002  HISTORY     - Date     Condition        Report By
 DY2002  HISTORY     - 1967     MONUMENTED       CA1980
 DY2002  HISTORY     - 1970     GOOD             CA1980
 DY2002  HISTORY     - 1976     GOOD             NGS
 DY2002  HISTORY     - 1978     GOOD             NGS
 DY2002  HISTORY     - 19890318 GOOD             NGS
 DY2002  HISTORY     - 19890601 GOOD             NGS
 DY2002  HISTORY     - 19940722 GOOD             NGS
 DY2002
 DY2002                          STATION DESCRIPTION
 DY2002
 DY2002'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1970
 DY2002'3.5 MI NW FROM LOS ANGELES.
 DY2002'3.5 MI NW OF THE VINCENT THOMAS BRIDGE IN LOS ANGELES HARBOR
 DY2002'CITY AREA, LOMITA BOULEVARD AND VERMONT AVENUE, AT THE
 DY2002'SW CORNER, AT W END OF A CURB RETURN AT A CONCRETE CATCH BASIN.
 DY2002'SET IN THE TOP OF THE SE CORNER OF A CONCRETE CATCH BASIN.
 DY2002
 DY2002                          STATION RECOVERY (1976)
 DY2002
 DY2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY2002'AT LOS ANGELES, HARBOR CITY AREA, AT THE SOUTHWEST CORNER OF THE
 DY2002'INTERSECTION OF LOMITA BOULEVARD AND VERMONT AVENUE, IN TOP OF THE
 DY2002'SOUTHEAST CORNER OF A CATCH BASIN, AT WEST END OF CURB RETURN WEST OF
 DY2002'AVENUE, 4.0 FT SOUTH OF SOUTH CURB OF BOULEVARD
 DY2002
 DY2002                          STATION RECOVERY (1978)
 DY2002
 DY2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2002'RECOVERED IN GOOD CONDITION.
 DY2002
 DY2002                          STATION RECOVERY (1989)
 DY2002
 DY2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2002'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--17.6
 DY2002'M (57.7 FT) WEST OF THE CENTERLINE OF THE AVENUE, 8.0 M (26.2 FT)
 DY2002'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, AND
 DY2002'LEVEL WITH THE BOULEVARD.
 DY2002
 DY2002                          STATION RECOVERY (1989)
 DY2002
 DY2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2002'RECOVERED IN GOOD CONDITION.
 DY2002
 DY2002                          STATION RECOVERY (1994)
 DY2002
 DY2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2002'IN LOS ANGELES (HARBOR CITY AREA) , AT THE INTERSECTION OF VERMONT
 DY2002'AVENUE AND LOMITA BOULEVARD, NEAR THE SOUTHEAST CORNER OF A CONCRETE
 DY2002'CATCH BASIN, 17.9 M (58.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DY2002'LANES OF THE AVENUE, 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF THE
 DY2002'EASTBOUND LANES OF THE BOULEVARD, 1.5 M (4.9 FT) WEST OF UTILITY POLE
 DY2002'NUMBER 366469M, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2003 ***********************************************************************
 DY2003  DESIGNATION -  21 06949
 DY2003  PID         -  DY2003
 DY2003  STATE/COUNTY-  CA/LOS ANGELES
 DY2003  USGS QUAD   -  TORRANCE (1981)
 DY2003
 DY2003                         *CURRENT SURVEY CONTROL
 DY2003  ___________________________________________________________________
 DY2003* NAD 83(1986)-  33 47 52.     (N)    118 17 16.     (W)     SCALED    
 DY2003* NAVD 88     -         7.498  (meters)      24.60   (feet)  ADJUSTED  
 DY2003  ___________________________________________________________________
 DY2003  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY2003  DYNAMIC HT  -           7.491 (meters)      24.58  (feet)  COMP
 DY2003  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 DY2003
 DY2003  VERT ORDER  -  FIRST     CLASS I
 DY2003
 DY2003.The horizontal coordinates were scaled from a topographic map and have
 DY2003.an estimated accuracy of +/- 6 seconds.
 DY2003
 DY2003.The orthometric height was determined by differential leveling
 DY2003.and adjusted in June 1995.
 DY2003.WARNING-Repeat measurements at this control monument indicate possible
 DY2003.vertical movement.
 DY2003
 DY2003.The geoid height was determined by GEOID03.
 DY2003
 DY2003.The dynamic height is computed by dividing the NAVD 88
 DY2003.geopotential number by the normal gravity value computed on the
 DY2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2003.degrees latitude (g = 980.6199 gals.).
 DY2003
 DY2003.The modeled gravity was interpolated from observed gravity values.
 DY2003
 DY2003;                    North         East    Units  Estimated Accuracy
 DY2003;SPC CA 5     -   533,070.    1,973,350.      MT  (+/- 180 meters Scaled)
 DY2003
 DY2003                          SUPERSEDED SURVEY CONTROL
 DY2003
 DY2003  NAVD 88 (06/15/91)    7.509  (m)           24.64   (f) UNKNOWN     1 1
 DY2003  NGVD 29 (??/??/92)    6.738  (m)           22.11   (f) ADJ UNCH    1 1
 DY2003
 DY2003.Superseded values are not recommended for survey control.
 DY2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2003.See file dsdata.txt to determine how the superseded data were derived.
 DY2003
 DY2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807404(NAD 83)
 DY2003_MARKER: DD = SURVEY DISK
 DY2003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY2003_SP_SET: STORM DRAIN HEADWALL
 DY2003_STAMPING: PBM 21-06949 1967
 DY2003_MARK LOGO: CA1980
 DY2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2003+STABILITY: SURFACE MOTION
 DY2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2003+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY2003
 DY2003  HISTORY     - Date     Condition        Report By
 DY2003  HISTORY     - 1967     MONUMENTED       CA1980
 DY2003  HISTORY     - 1970     GOOD             CA1980
 DY2003  HISTORY     - 1976     GOOD             NGS
 DY2003  HISTORY     - 1978     GOOD             NGS
 DY2003  HISTORY     - 19890318 GOOD             NGS
 DY2003  HISTORY     - 19940722 GOOD             NGS
 DY2003
 DY2003                          STATION DESCRIPTION
 DY2003
 DY2003'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1970
 DY2003'3.5 MI N FROM LOS ANGELES.
 DY2003'3.5 MILES N OF THE VINCENT THOMAS BRIDGE IN LOS ANGELES, WILMINGTON
 DY2003'AREA, WEST LOMITA BOULEVARD, 73.3 FEET W OF HARBOR FREEWAY
 DY2003'OVERPASS, 7.7 FEET N OF N CURB OF W LOMITA BOULEVARD AT A
 DY2003'STORM DRAIN.  SET IN THE TOP CENTER OF THE CONCRETE HEADWALL
 DY2003'OF THE STORM DRAIN.
 DY2003
 DY2003                          STATION RECOVERY (1976)
 DY2003
 DY2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY2003'AT LOS ANGELES, HARBOR CITY AREA, AT THE INTERSECTION OF LOMITA
 DY2003'BOULEVARD AND THE OVERPASS OF THE HARBOR FREEWAY, IN TOP OF THE CENTER
 DY2003'OF CONCRETE HEADWALL ON NORTH SIDE OF A CATCH BASIN, 73.3 FT WEST OF
 DY2003'THE WEST SIDE OF THE FREEWAY OVERPASS, 7.7 FT NORTH OF NORTH CURB LINE
 DY2003'OF BOULEVARD
 DY2003
 DY2003                          STATION RECOVERY (1978)
 DY2003
 DY2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2003'RECOVERED IN GOOD CONDITION.
 DY2003
 DY2003                          STATION RECOVERY (1989)
 DY2003
 DY2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2003'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--9.0
 DY2003'M (29.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DY2003'BOULEVARD, AND LEVEL WITH THE BOULEVARD.
 DY2003
 DY2003                          STATION RECOVERY (1994)
 DY2003
 DY2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2003'IN LOS ANGELES (HARBOR CITY AREA) , AT THE JUNCTION OF LOMITA
 DY2003'BOULEVARD AND THE HARBOR FREEWAY, NEAR THE CENTER OF THE CONCRETE
 DY2003'HEADWALL OF A STORM DRAIN, 50.0 M (164.0 FT) WEST OF THE CENTER OF THE
 DY2003'FREEWAY OVERPASS OF THE BOULEVARD, 9.1 M (29.9 FT) NORTH OF THE
 DY2003'CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 7.3 M (24.0 FT)
 DY2003'SOUTHEAST OF THE EAST LEG OF A BILLBOARD, 1.3 M (4.3 FT) EAST OF A
 DY2003'FENCE CORNER, 1.0 M (3.3 FT) WEST OF A CHAIN-LINK FENCE CORNER, AND
 DY2003'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2005 ***********************************************************************
 DY2005  DESIGNATION -  21 07055
 DY2005  PID         -  DY2005
 DY2005  STATE/COUNTY-  CA/LOS ANGELES
 DY2005  USGS QUAD   -  TORRANCE (1981)
 DY2005
 DY2005                         *CURRENT SURVEY CONTROL
 DY2005  ___________________________________________________________________
 DY2005* NAD 83(1986)-  33 47 55.     (N)    118 16 43.     (W)     SCALED    
 DY2005* NAVD 88     -         8.323  (meters)      27.31   (feet)  ADJUSTED  
 DY2005  ___________________________________________________________________
 DY2005  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2005  DYNAMIC HT  -           8.314 (meters)      27.28  (feet)  COMP
 DY2005  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 DY2005
 DY2005  VERT ORDER  -  FIRST     CLASS I
 DY2005
 DY2005.The horizontal coordinates were scaled from a topographic map and have
 DY2005.an estimated accuracy of +/- 6 seconds.
 DY2005
 DY2005.The orthometric height was determined by differential leveling
 DY2005.and adjusted in June 1995.
 DY2005.WARNING-Repeat measurements at this control monument indicate possible
 DY2005.vertical movement.
 DY2005
 DY2005.The geoid height was determined by GEOID03.
 DY2005
 DY2005.The dynamic height is computed by dividing the NAVD 88
 DY2005.geopotential number by the normal gravity value computed on the
 DY2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2005.degrees latitude (g = 980.6199 gals.).
 DY2005
 DY2005.The modeled gravity was interpolated from observed gravity values.
 DY2005
 DY2005;                    North         East    Units  Estimated Accuracy
 DY2005;SPC CA 5     -   533,160.    1,974,200.      MT  (+/- 180 meters Scaled)
 DY2005
 DY2005                          SUPERSEDED SURVEY CONTROL
 DY2005
 DY2005  NAVD 88 (06/15/91)    8.335  (m)           27.35   (f) UNKNOWN     1 1
 DY2005  NGVD 29 (??/??/92)    7.518  (m)           24.67   (f) ADJ UNCH    1 1
 DY2005
 DY2005.Superseded values are not recommended for survey control.
 DY2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2005.See file dsdata.txt to determine how the superseded data were derived.
 DY2005
 DY2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816405(NAD 83)
 DY2005_MARKER: DD = SURVEY DISK
 DY2005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2005_SP_SET: CATCH BASIN
 DY2005_STAMPING: PBM 21-07055 1967
 DY2005_MARK LOGO: CA1980
 DY2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2005+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY2005
 DY2005  HISTORY     - Date     Condition        Report By
 DY2005  HISTORY     - 1967     MONUMENTED       CA1980
 DY2005  HISTORY     - 1968     GOOD             CA1980
 DY2005  HISTORY     - 1976     GOOD             NGS
 DY2005  HISTORY     - 1978     GOOD             NGS
 DY2005  HISTORY     - 19890318 GOOD             NGS
 DY2005  HISTORY     - 19940722 GOOD             NGS
 DY2005
 DY2005                          STATION DESCRIPTION
 DY2005
 DY2005'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY2005'2.4 MI N FROM LOS ANGELES.
 DY2005'2.4 MI N OF THE VINCENT THOMAS BRIDGE IN LOS ANGELES, WILMINGTON
 DY2005'AREA, WEST LOMITA BOULEVARD, ABOUT 0.2 MI W OF WILMINGTON
 DY2005'BOULEVARD WHICH IS MAIN STREET) ON THE NORTH SIDE OPPOSITE
 DY2005'HOUSE NO 248 AT A CONCRETE CATCH BASIN, 4.0 FEET N OF THE
 DY2005'CURB.  SET IN THE TOP OF THE NW CORNER OF CONCRETE CATCH BASIN.
 DY2005
 DY2005                          STATION RECOVERY (1976)
 DY2005
 DY2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY2005'AT LOS ANGELES, WILMINGTON AREA, 0.2 MILE WEST ALONG LOMITA BOULEVARD
 DY2005'FROM ITS INTERSECTION WITH WILMINGTON BOULEVARD SOUTH AND MAIN STREET
 DY2005'NORTH, ACROSS LOMITA BOULEVARD FROM HOUSE NUMBER 248, 4 FT NORTH OF
 DY2005'NORTH CURB, IN TOP OF THE NORTHWEST CORNER OF A CATCH BASIN.
 DY2005
 DY2005                          STATION RECOVERY (1978)
 DY2005
 DY2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2005'RECOVERED IN GOOD CONDITION.
 DY2005
 DY2005                          STATION RECOVERY (1989)
 DY2005
 DY2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2005'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 DY2005'(0.20 MI) WEST ALONG WEST LOMITA BOULEVARD FROM THE JUNCTION OF
 DY2005'WILMINGTON BOULEVARD IN WILMINGTON, IN THE NORTHWEST CORNER OF A
 DY2005'CONCRETE CATCH BASIN, 17.2 M (56.4 FT) WEST OF THE CENTER OF THE
 DY2005'ENTRANCE TO A TANK FARM, 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF
 DY2005'THE WESTBOUND LANES OF THE BOULEVARD, 1.5 M (4.9 FT) SOUTH OF A
 DY2005'CHAIN-LINK FENCE, AND LEVEL WITH THE BOULEVARD.
 DY2005
 DY2005                          STATION RECOVERY (1994)
 DY2005
 DY2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2005'IN CARSON, AT THE INTERSECTION OF LOMITA BOULEVARD AND CHANNEL ROAD,
 DY2005'NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 18.0 M (59.1 FT)
 DY2005'WEST OF THE ROAD CENTER AND A GATE, 7.9 M (25.9 FT) NORTH OF THE
 DY2005'CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 1.6 M (5.2 FT)
 DY2005'SOUTH OF A CHAIN-LINK FENCE ENCLOSING A TANK FARM, AND 0.2 M (0.7 FT)
 DY2005'ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2007 ***********************************************************************
 DY2007  DESIGNATION -  21 07310 C OF LA
 DY2007  PID         -  DY2007
 DY2007  STATE/COUNTY-  CA/LOS ANGELES
 DY2007  USGS QUAD   -  TORRANCE (1981)
 DY2007
 DY2007                         *CURRENT SURVEY CONTROL
 DY2007  ___________________________________________________________________
 DY2007* NAD 83(1986)-  33 47 57.     (N)    118 15 53.     (W)     SCALED    
 DY2007* NAVD 88     -        13.64   (+/-2cm)      44.8    (feet)  VERTCON   
 DY2007  ___________________________________________________________________
 DY2007  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY2007  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2007
 DY2007.The horizontal coordinates were scaled from a topographic map and have
 DY2007.an estimated accuracy of +/- 6 seconds.
 DY2007
 DY2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2007.The vertical order pertains to the NGVD 29 superseded value.
 DY2007
 DY2007.The geoid height was determined by GEOID03.
 DY2007
 DY2007;                    North         East    Units  Estimated Accuracy
 DY2007;SPC CA 5     -   533,220.    1,975,490.      MT  (+/- 180 meters Scaled)
 DY2007
 DY2007                          SUPERSEDED SURVEY CONTROL
 DY2007
 DY2007  NGVD 29 (??/??/92)   12.86   (m)           42.2    (f) COMPUTED    1 1
 DY2007
 DY2007.Superseded values are not recommended for survey control.
 DY2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2007.See file dsdata.txt to determine how the superseded data were derived.
 DY2007
 DY2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829406(NAD 83)
 DY2007_MARKER: Z = SEE DESCRIPTION
 DY2007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2007_SP_SET: CAST IRON COVER
 DY2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2007
 DY2007  HISTORY     - Date     Condition        Report By
 DY2007  HISTORY     - UNK      MONUMENTED       CA1980
 DY2007  HISTORY     - 1968     GOOD             CA1980
 DY2007
 DY2007                          STATION DESCRIPTION
 DY2007
 DY2007'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY2007'3.5 MI N FROM LOS ANGELES.
 DY2007'3.5 MI N OF THE VINCENT THOMAS BRIDGE IN LOS ANGELES, WILMINGTON
 DY2007'AREA, LOMITA BLVD AND MARINE AVENUE, ON THE CENTER LINE OF MARINE
 DY2007'AVENUE, 36.3 FEET S OF A LEAD AND C.E. TAG IN THE N CURB OF
 DY2007'LOMITA BLVD, 7.4 FEET S OF A LOS ANGELES COUNTY ENGINEER MONUMENT
 DY2007'AT THE APPROXIMATE CENTER LINE INTERSECTION, 5.3 FEET N OF A
 DY2007'SEWER MANHOLE.  SET IN CONCRETE ABOUT 8 INCHES BELOW THE SURFACE
 DY2007'UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1971 ***********************************************************************
 DY1971  DESIGNATION -  21 07711
 DY1971  PID         -  DY1971
 DY1971  STATE/COUNTY-  CA/LOS ANGELES
 DY1971  USGS QUAD   -  TORRANCE (1981)
 DY1971
 DY1971                         *CURRENT SURVEY CONTROL
 DY1971  ___________________________________________________________________
 DY1971* NAD 83(1986)-  33 49 53.     (N)    118 15 51.     (W)     SCALED    
 DY1971* NAVD 88     -         7.022  (meters)      23.04   (feet)  ADJUSTED  
 DY1971  ___________________________________________________________________
 DY1971  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1971  DYNAMIC HT  -           7.015 (meters)      23.02  (feet)  COMP
 DY1971  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 DY1971  OBS GRAVITY -     979,595.8   (mgal)                       GRAV_OBS
 DY1971
 DY1971  VERT ORDER  -  FIRST     CLASS I
 DY1971
 DY1971.The horizontal coordinates were scaled from a topographic map and have
 DY1971.an estimated accuracy of +/- 6 seconds.
 DY1971
 DY1971.The orthometric height was determined by differential leveling
 DY1971.and adjusted in June 1995.
 DY1971
 DY1971.The geoid height was determined by GEOID03.
 DY1971
 DY1971.The dynamic height is computed by dividing the NAVD 88
 DY1971.geopotential number by the normal gravity value computed on the
 DY1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1971.degrees latitude (g = 980.6199 gals.).
 DY1971
 DY1971.The modeled gravity was interpolated from observed gravity values.
 DY1971.The observed gravity was obtained from relative gravimeter ties
 DY1971.to the IGSN71 gravity network.
 DY1971
 DY1971;                    North         East    Units  Estimated Accuracy
 DY1971;SPC CA 5     -   536,790.    1,975,550.      MT  (+/- 180 meters Scaled)
 DY1971
 DY1971                          SUPERSEDED SURVEY CONTROL
 DY1971
 DY1971  NAVD 88 (06/15/91)    7.027  (m)           23.05   (f) UNKNOWN     1 1
 DY1971  NGVD 29 (??/??/92)    6.252  (m)           20.51   (f) ADJ UNCH    1 1
 DY1971
 DY1971.Superseded values are not recommended for survey control.
 DY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1971.See file dsdata.txt to determine how the superseded data were derived.
 DY1971
 DY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830441(NAD 83)
 DY1971_MARKER: DD = SURVEY DISK
 DY1971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1971_SP_SET: CATCH BASIN
 DY1971_STAMPING: PBM 21-07711 1969
 DY1971_MARK LOGO: CA1980
 DY1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1971+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1971
 DY1971  HISTORY     - Date     Condition        Report By
 DY1971  HISTORY     - 1969     MONUMENTED       CA1980
 DY1971  HISTORY     - 1971     GOOD             CA1980
 DY1971  HISTORY     - 1976     GOOD             NGS
 DY1971  HISTORY     - 1978     GOOD             NGS
 DY1971  HISTORY     - 19890522 GOOD             NGS
 DY1971  HISTORY     - 19940722 GOOD             NGS
 DY1971
 DY1971                          STATION DESCRIPTION
 DY1971
 DY1971'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1971'IN CARSON.
 DY1971'PRECISE BENCH MARK BRASS DISC, 2 FEET SOUTH OF THE SOUTH CURB
 DY1971'LINE OF CARSON STREET, 57 FEET WEST OF THE APPARENT BEGINNING OF
 DY1971'CURB RETURN WEST OF AVALON BOULEVARD, IN THE TOP OF A CATCH BASIN,
 DY1971'AT ITS WEST END.
 DY1971
 DY1971                          STATION RECOVERY (1976)
 DY1971
 DY1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1971'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1971'BOULEVARD AND CARSON STREET, IN TOP OF THE WEST END OF CATCH BASIN,
 DY1971'2 FT SOUTH OF SOUTH CURB LINE OF STREET, 57 FT WEST OF CURB RETURN
 DY1971'WEST OF AVALON BOULEVARD
 DY1971
 DY1971                          STATION RECOVERY (1978)
 DY1971
 DY1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1971'RECOVERED IN GOOD CONDITION.
 DY1971
 DY1971                          STATION RECOVERY (1989)
 DY1971
 DY1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1971'RECOVERED IN GOOD CONDITION.
 DY1971
 DY1971                          STATION RECOVERY (1994)
 DY1971
 DY1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1971'IN CARSON, AT THE INTERSECTION OF AVALON BOULEVARD AND CARSON STREET,
 DY1971'NEAR THE CENTER OF THE WEST WALL OF A CONCRETE CATCH BASIN, 32.3 M
 DY1971'(106.0 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 DY1971'BOULEVARD, 17.7 M (58.1 FT) WEST OF A FIRE HYDRANT, 4.8 M (15.7 FT)
 DY1971'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET, AND 0.2
 DY1971'M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1994 ***********************************************************************
 DY1994  DESIGNATION -  21 08755 C OF LA
 DY1994  PID         -  DY1994
 DY1994  STATE/COUNTY-  CA/LOS ANGELES
 DY1994  USGS QUAD   -  TORRANCE (1981)
 DY1994
 DY1994                         *CURRENT SURVEY CONTROL
 DY1994  ___________________________________________________________________
 DY1994* NAD 83(1986)-  33 49 20.     (N)    118 19 42.     (W)     SCALED    
 DY1994* NAVD 88     -        24.51   (+/-2cm)      80.4    (feet)  VERTCON   
 DY1994  ___________________________________________________________________
 DY1994  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DY1994  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1994
 DY1994.The horizontal coordinates were scaled from a topographic map and have
 DY1994.an estimated accuracy of +/- 6 seconds.
 DY1994
 DY1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1994.The vertical order pertains to the NGVD 29 superseded value.
 DY1994
 DY1994.The geoid height was determined by GEOID03.
 DY1994
 DY1994;                    North         East    Units  Estimated Accuracy
 DY1994;SPC CA 5     -   535,790.    1,969,600.      MT  (+/- 180 meters Scaled)
 DY1994
 DY1994                          SUPERSEDED SURVEY CONTROL
 DY1994
 DY1994  NGVD 29 (??/??/92)   23.763  (m)           77.96   (f) ADJ UNCH    1 1
 DY1994
 DY1994.Superseded values are not recommended for survey control.
 DY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1994.See file dsdata.txt to determine how the superseded data were derived.
 DY1994
 DY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770432(NAD 83)
 DY1994_MARKER: S = SPIKE
 DY1994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1994_SP_SET: CATCH BASIN
 DY1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1994
 DY1994  HISTORY     - Date     Condition        Report By
 DY1994  HISTORY     - UNK      MONUMENTED       CA1980
 DY1994  HISTORY     - 1968     GOOD             CA1980
 DY1994
 DY1994                          STATION DESCRIPTION
 DY1994
 DY1994'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1994'AT TORRANCE.
 DY1994'SQUARE SPIKE 3.6 FEET WEST OF WEST CURB LINE OF CRENSHAW BOULEVARD,
 DY1994'0.3 FEET NORTH OF BEGINNING OF CURB RETURN AT NORTHWEST CORNER
 DY1994'OF SEPULVEDA BOULEVARD, SOUTHWEST CORNER OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1993 ***********************************************************************
 DY1993  DESIGNATION -  21 08765 C OF LA
 DY1993  PID         -  DY1993
 DY1993  STATE/COUNTY-  CA/LOS ANGELES
 DY1993  USGS QUAD   -  TORRANCE (1981)
 DY1993
 DY1993                         *CURRENT SURVEY CONTROL
 DY1993  ___________________________________________________________________
 DY1993* NAD 83(1986)-  33 49 18.     (N)    118 19 42.     (W)     SCALED    
 DY1993* NAVD 88     -        24.42   (+/-2cm)      80.1    (feet)  VERTCON   
 DY1993  ___________________________________________________________________
 DY1993  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DY1993  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1993
 DY1993.The horizontal coordinates were scaled from a topographic map and have
 DY1993.an estimated accuracy of +/- 6 seconds.
 DY1993
 DY1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1993.The vertical order pertains to the NGVD 29 superseded value.
 DY1993
 DY1993.The geoid height was determined by GEOID03.
 DY1993
 DY1993;                    North         East    Units  Estimated Accuracy
 DY1993;SPC CA 5     -   535,730.    1,969,600.      MT  (+/- 180 meters Scaled)
 DY1993
 DY1993                          SUPERSEDED SURVEY CONTROL
 DY1993
 DY1993  NGVD 29 (??/??/92)   23.672  (m)           77.66   (f) ADJ UNCH    1 1
 DY1993
 DY1993.Superseded values are not recommended for survey control.
 DY1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1993.See file dsdata.txt to determine how the superseded data were derived.
 DY1993
 DY1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770431(NAD 83)
 DY1993_MARKER: DD = SURVEY DISK
 DY1993_SETTING: 0 = UNSPECIFIED SETTING
 DY1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1993
 DY1993  HISTORY     - Date     Condition        Report By
 DY1993  HISTORY     - UNK      MONUMENTED       CA-037
 DY1993  HISTORY     - 1968     GOOD             CA1980
 DY1993
 DY1993                          STATION DESCRIPTION
 DY1993
 DY1993'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1993'AT TORRANCE.
 DY1993'LOS ANGELES COUNTY ROAD DEPARTMENT MONUMENT ON THE CENTER LINE
 DY1993'POINT OF INTERSECTION OF A CURVE IN CRENSHAW BOULEVARD, ABOUT
 DY1993'215 FEET SOUTH OF THE CENTER LINE OF SEPULVEDA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1986 ***********************************************************************
 DY1986  DESIGNATION -  21 08860 C OF LA
 DY1986  PID         -  DY1986
 DY1986  STATE/COUNTY-  CA/LOS ANGELES
 DY1986  USGS QUAD   -  TORRANCE (1981)
 DY1986
 DY1986                         *CURRENT SURVEY CONTROL
 DY1986  ___________________________________________________________________
 DY1986* NAD 83(1986)-  33 48 20.     (N)    118 19 39.     (W)     SCALED    
 DY1986* NAVD 88     -        24.15   (+/-2cm)      79.2    (feet)  VERTCON   
 DY1986  ___________________________________________________________________
 DY1986  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DY1986  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1986
 DY1986.The horizontal coordinates were scaled from a topographic map and have
 DY1986.an estimated accuracy of +/- 6 seconds.
 DY1986
 DY1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1986.The vertical order pertains to the NGVD 29 superseded value.
 DY1986
 DY1986.The geoid height was determined by GEOID03.
 DY1986
 DY1986;                    North         East    Units  Estimated Accuracy
 DY1986;SPC CA 5     -   533,940.    1,969,670.      MT  (+/- 180 meters Scaled)
 DY1986
 DY1986                          SUPERSEDED SURVEY CONTROL
 DY1986
 DY1986  NGVD 29 (??/??/92)   23.401  (m)           76.77   (f) ADJ UNCH    1 1
 DY1986
 DY1986.Superseded values are not recommended for survey control.
 DY1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1986.See file dsdata.txt to determine how the superseded data were derived.
 DY1986
 DY1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT771413(NAD 83)
 DY1986_MARKER: DD = SURVEY DISK
 DY1986_SETTING: 0 = UNSPECIFIED SETTING
 DY1986_STAMPING: COUNTY SURVEYOR ANGLE POINT
 DY1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1986
 DY1986  HISTORY     - Date     Condition        Report By
 DY1986  HISTORY     - UNK      MONUMENTED       CA-037
 DY1986  HISTORY     - 1968     GOOD             CA1980
 DY1986
 DY1986                          STATION DESCRIPTION
 DY1986
 DY1986'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1986'AT LOMITA.
 DY1986'LOS ANGELES COUNTY SURVEY MONUMENT, STAMPED COUNTY SURVEYOR
 DY1986'ANGLE POINT, AT CENTER LINE INTERSECTION OF CRENSHAW BOULEVARD
 DY1986'AND LOMITA BOULEVARD, 3.7 FEET NORTH OF A COUNTY SURVEY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1922 ***********************************************************************
 JT1922  DESIGNATION -  21 1
 JT1922  PID         -  JT1922
 JT1922  STATE/COUNTY-  CA/NAPA
 JT1922  USGS QUAD   -  NAPA (1980)
 JT1922
 JT1922                         *CURRENT SURVEY CONTROL
 JT1922  ___________________________________________________________________
 JT1922* NAD 83(1986)-  38 19 54.     (N)    122 18 30.     (W)     SCALED    
 JT1922* NAVD 88     -        19.01   (+/-2cm)      62.4    (feet)  VERTCON   
 JT1922  ___________________________________________________________________
 JT1922  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT1922  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1922
 JT1922.The horizontal coordinates were scaled from a topographic map and have
 JT1922.an estimated accuracy of +/- 6 seconds.
 JT1922
 JT1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1922.The vertical order pertains to the NGVD 29 superseded value.
 JT1922
 JT1922.The geoid height was determined by GEOID03.
 JT1922
 JT1922;                    North         East    Units  Estimated Accuracy
 JT1922;SPC CA 2     -   573,870.    1,973,040.      MT  (+/- 180 meters Scaled)
 JT1922
 JT1922                          SUPERSEDED SURVEY CONTROL
 JT1922
 JT1922  NGVD 29 (??/??/92)   18.21   (m)           59.7    (f) COMPUTED    1 1
 JT1922
 JT1922.Superseded values are not recommended for survey control.
 JT1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1922.See file dsdata.txt to determine how the superseded data were derived.
 JT1922
 JT1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604428(NAD 83)
 JT1922_MARKER: DD = SURVEY DISK
 JT1922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1922_SP_SET: DRAIN CHANNEL
 JT1922_MARK LOGO: CA2330
 JT1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1922
 JT1922  HISTORY     - Date     Condition        Report By
 JT1922  HISTORY     - 1971     MONUMENTED       CA2330
 JT1922
 JT1922                          STATION DESCRIPTION
 JT1922
 JT1922'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1922'AT TROWER AVENUE AND JEFFERSON STREET INTERSECTION, A BRASS CAP SET IN
 JT1922'THE SOUTHWEST WINGWALL OF THE DRAIN CHANNEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1764 ***********************************************************************
 AE1764  DESIGNATION -  21 10
 AE1764  PID         -  AE1764
 AE1764  STATE/COUNTY-  CA/LOS ANGELES
 AE1764  USGS QUAD   -  INGLEWOOD (1981)
 AE1764
 AE1764                         *CURRENT SURVEY CONTROL
 AE1764  ___________________________________________________________________
 AE1764* NAD 83(1986)-  33 54 06.     (N)    118 19 07.     (W)     SCALED    
 AE1764* NAVD 88     -        14.204  (meters)      46.60   (feet)  ADJUSTED  
 AE1764  ___________________________________________________________________
 AE1764  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 AE1764  DYNAMIC HT  -          14.189 (meters)      46.55  (feet)  COMP
 AE1764  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 AE1764
 AE1764  VERT ORDER  -  FIRST     CLASS II
 AE1764
 AE1764.The horizontal coordinates were scaled from a topographic map and have
 AE1764.an estimated accuracy of +/- 6 seconds.
 AE1764
 AE1764.The orthometric height was determined by differential leveling
 AE1764.and adjusted in October 1997.
 AE1764
 AE1764.The geoid height was determined by GEOID03.
 AE1764
 AE1764.The dynamic height is computed by dividing the NAVD 88
 AE1764.geopotential number by the normal gravity value computed on the
 AE1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1764.degrees latitude (g = 980.6199 gals.).
 AE1764
 AE1764.The modeled gravity was interpolated from observed gravity values.
 AE1764
 AE1764;                    North         East    Units  Estimated Accuracy
 AE1764;SPC CA 5     -   544,600.    1,970,530.      MT  (+/- 180 meters Scaled)
 AE1764
 AE1764                          SUPERSEDED SURVEY CONTROL
 AE1764
 AE1764.No superseded survey control is available for this station.
 AE1764
 AE1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780520(NAD 83)
 AE1764_MARKER: DB = BENCH MARK DISK
 AE1764_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE1764_STAMPING: COUNTY SURVEYOR BM21-10 1952 RE 63
 AE1764_MARK LOGO: CA-037
 AE1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1764+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AE1764
 AE1764  HISTORY     - Date     Condition        Report By
 AE1764  HISTORY     - 1952     MONUMENTED       CA-037
 AE1764  HISTORY     - 19960105 GOOD             MWDSC
 AE1764
 AE1764                          STATION DESCRIPTION
 AE1764
 AE1764'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1764'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT ROSECRANS AVE.  TURN
 AE1764'RIGHT AND GO WEST 1.8 MI (2.9 KM) TO INTERSECTION WITH VAN NESS AVE.
 AE1764'THE MONUMENT IS AT THE SOUTHWEST CORNER OF SAID INTERSECTION, 29.5 FT
 AE1764'(9.0 M) WEST OF C/L VAN NESS AVE, 11.5 FT (3.5 M) SOUTH OF FIRE
 AE1764'HYDRANT, 21.5 FT (6.6 M) SOUTH OF PP 669968H.  FOUND A 2.5 INCH COUNTY
 AE1764'SURVEYOR BRASS DISK STAMPED BM 21-10 1952 RE 63 IN WELL DOWN 0.9 FT
 AE1764'(27.4 CM) FROM CONCRETE SURFACE.  REF MWD FB 4034 02 008.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1916 ***********************************************************************
 JT1916  DESIGNATION -  21 2
 JT1916  PID         -  JT1916
 JT1916  STATE/COUNTY-  CA/NAPA
 JT1916  USGS QUAD   -  NAPA (1980)
 JT1916
 JT1916                         *CURRENT SURVEY CONTROL
 JT1916  ___________________________________________________________________
 JT1916* NAD 83(1986)-  38 20 35.     (N)    122 18 57.     (W)     SCALED    
 JT1916* NAVD 88     -        23.50   (+/-2cm)      77.1    (feet)  VERTCON   
 JT1916  ___________________________________________________________________
 JT1916  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT1916  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1916
 JT1916.The horizontal coordinates were scaled from a topographic map and have
 JT1916.an estimated accuracy of +/- 6 seconds.
 JT1916
 JT1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1916.The vertical order pertains to the NGVD 29 superseded value.
 JT1916
 JT1916.The geoid height was determined by GEOID03.
 JT1916
 JT1916;                    North         East    Units  Estimated Accuracy
 JT1916;SPC CA 2     -   575,130.    1,972,390.      MT  (+/- 180 meters Scaled)
 JT1916
 JT1916                          SUPERSEDED SURVEY CONTROL
 JT1916
 JT1916  NGVD 29 (??/??/92)   22.70   (m)           74.5    (f) COMPUTED    1 1
 JT1916
 JT1916.Superseded values are not recommended for survey control.
 JT1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1916.See file dsdata.txt to determine how the superseded data were derived.
 JT1916
 JT1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH597441(NAD 83)
 JT1916_MARKER: DD = SURVEY DISK
 JT1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1916_SP_SET: CONCRETE POST
 JT1916_MARK LOGO: CA2330
 JT1916_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1916+STABILITY: SURFACE MOTION
 JT1916
 JT1916  HISTORY     - Date     Condition        Report By
 JT1916  HISTORY     - 1971     MONUMENTED       CA2330
 JT1916
 JT1916                          STATION DESCRIPTION
 JT1916
 JT1916'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1916'AT INTERSECTION OF JEFFERSON AND ROCKWOOD AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6011 ***********************************************************************
 EW6011  DESIGNATION -  21 219 C RM 2
 EW6011  PID         -  EW6011
 EW6011  STATE/COUNTY-  CA/VENTURA
 EW6011  USGS QUAD   -  OXNARD (1967)
 EW6011
 EW6011                         *CURRENT SURVEY CONTROL
 EW6011  ___________________________________________________________________
 EW6011* NAD 83(1986)-  34 08 51.     (N)    119 10 27.     (W)     SCALED    
 EW6011* NAVD 88     -         3.996  (meters)      13.11   (feet)  ADJUSTED  
 EW6011  ___________________________________________________________________
 EW6011  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 EW6011  DYNAMIC HT  -           3.992 (meters)      13.10  (feet)  COMP
 EW6011  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 EW6011
 EW6011  VERT ORDER  -  FIRST     CLASS I
 EW6011
 EW6011.The horizontal coordinates were scaled from a topographic map and have
 EW6011.an estimated accuracy of +/- 6 seconds.
 EW6011
 EW6011.The orthometric height was determined by differential leveling
 EW6011.and adjusted in June 1991.
 EW6011
 EW6011.The geoid height was determined by GEOID03.
 EW6011
 EW6011.The dynamic height is computed by dividing the NAVD 88
 EW6011.geopotential number by the normal gravity value computed on the
 EW6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6011.degrees latitude (g = 980.6199 gals.).
 EW6011
 EW6011.The modeled gravity was interpolated from observed gravity values.
 EW6011
 EW6011;                    North         East    Units  Estimated Accuracy
 EW6011;SPC CA 5     -   572,460.    1,891,720.      MT  (+/- 180 meters Scaled)
 EW6011
 EW6011                          SUPERSEDED SURVEY CONTROL
 EW6011
 EW6011  NGVD 29 (??/??/92)    3.251  (m)           10.67   (f) ADJ UNCH    1 1
 EW6011
 EW6011.Superseded values are not recommended for survey control.
 EW6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6011.See file dsdata.txt to determine how the superseded data were derived.
 EW6011
 EW6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT995806(NAD 83)
 EW6011_MARKER: DB = BENCH MARK DISK
 EW6011_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW6011_SP_SET: CURB
 EW6011_STAMPING: 21-219-C RM 2 1970
 EW6011_MARK LOGO: CA-111
 EW6011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6011+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 EW6011
 EW6011  HISTORY     - Date     Condition        Report By
 EW6011  HISTORY     - 1970     MONUMENTED       CA-111
 EW6011  HISTORY     - 1971     GOOD             NGS
 EW6011  HISTORY     - 1977     GOOD             NGS
 EW6011  HISTORY     - 19890426 GOOD             NGS
 EW6011  HISTORY     - 20040207 GOOD             GEOCAC
 EW6011
 EW6011                          STATION DESCRIPTION
 EW6011
 EW6011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6011'1.4 MI E FROM PORT HUENEME.
 EW6011'1.4 MILES EAST ALONG HUENEME ROAD FROM THE POST OFFICE AT PORT
 EW6011'HUENEME, IN THE TOP AND 1.5 FEET EAST OF THE WEST END OF THE
 EW6011'NORTH CONCRETE CURB OF BRIDGE OVER A VENTURA COUNTY FLOOD CONTROL
 EW6011'DITCH, 0.2 MILE EAST OF THE JUNCTION OF SAVIERS ROAD, 25 1/2
 EW6011'FEET NORTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT HIGHER THAN
 EW6011'THE ROAD.
 EW6011
 EW6011                          STATION RECOVERY (1977)
 EW6011
 EW6011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6011'CORRECTION
 EW6011'0.8 MILE EAST ALONG PLEASANT VALLEY ROAD FROM THE POST OFFICE AT
 EW6011'PORT HUENEME,THENCE 0.5 MILE SOUTH ALONG SAVIERS ROAD, THENCE 0.2 MILE
 EW6011'EAST ALONG HUENEME ROAD.
 EW6011
 EW6011                          STATION RECOVERY (1989)
 EW6011
 EW6011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6011'RECOVERED IN GOOD CONDITION.
 EW6011
 EW6011                          STATION RECOVERY (2004)
 EW6011
 EW6011'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW6011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2120 ***********************************************************************
 FU2120  DESIGNATION -  21 22 1/4 S SOCO
 FU2120  PID         -  FU2120
 FU2120  STATE/COUNTY-  CA/KERN
 FU2120  USGS QUAD   -  TAFT (1973)
 FU2120
 FU2120                         *CURRENT SURVEY CONTROL
 FU2120  ___________________________________________________________________
 FU2120* NAD 83(1986)-  35 07 48.     (N)    119 23 38.     (W)     SCALED    
 FU2120* NAVD 88     -       181.33   (+/-2cm)     594.9    (feet)  VERTCON   
 FU2120  ___________________________________________________________________
 FU2120  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 FU2120  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2120
 FU2120.The horizontal coordinates were scaled from a topographic map and have
 FU2120.an estimated accuracy of +/- 6 seconds.
 FU2120
 FU2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2120.The vertical order pertains to the NGVD 29 superseded value.
 FU2120
 FU2120.The geoid height was determined by GEOID03.
 FU2120
 FU2120;                    North         East    Units  Estimated Accuracy
 FU2120;SPC CA 5     -   681,690.    1,872,970.      MT  (+/- 180 meters Scaled)
 FU2120
 FU2120                          SUPERSEDED SURVEY CONTROL
 FU2120
 FU2120  NGVD 29 (??/??/92)  180.529  (m)          592.29   (f) ADJ UNCH    1 1
 FU2120
 FU2120.Superseded values are not recommended for survey control.
 FU2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2120.See file dsdata.txt to determine how the superseded data were derived.
 FU2120
 FU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU818900(NAD 83)
 FU2120_MARKER: P = PIPE CAP
 FU2120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2120_STAMPING: T 32S R24E 1/4 S 21 W C 22 LGBMACD 80 FT
 FU2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2120
 FU2120  HISTORY     - Date     Condition        Report By
 FU2120  HISTORY     - UNK      MONUMENTED       SOCO
 FU2120  HISTORY     - 1964     GOOD             NGS
 FU2120  HISTORY     - 1966     GOOD             NGS
 FU2120
 FU2120                          STATION DESCRIPTION
 FU2120
 FU2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2120'3.2 MI E FROM TAFT.
 FU2120'3.15 MILES EAST ALONG GARDNER FIELD ROAD FROM THE INTERSECTION
 FU2120'OF STATE HIGHWAY 33 AT TAFT, IN R24E T32S IN THE NORTHWEST
 FU2120'QUARTER OF SECTION 22, AT THE INTERSECTION OF A DIRT ROAD
 FU2120'LEADING SOUTH AND AN ASPHALT ROAD LEADING NORTH, 46 FEET NORTH
 FU2120'OF THE CENTER LINE OF THE ROAD, 23 FEET EAST OF THE CENTER LINE
 FU2120'OF THE ASPHALT ROAD, 1.0 FOOT NORTHWEST OF A WITNESS POST, 0.2
 FU2120'FOOT SOUTHWEST OF A 4-INCH IRON PIPE WHICH PROJECTS 3.0 FEET
 FU2120'ABOVE THE GROUND, ABOUT 4 FEET HIGHER THAN THE ROAD, AND BRAZED
 FU2120'ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 FU2120'GROUND.
 FU2120
 FU2120                          STATION RECOVERY (1966)
 FU2120
 FU2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3122 ***********************************************************************
 FU3122  DESIGNATION -  21 22 28 27
 FU3122  PID         -  FU3122
 FU3122  STATE/COUNTY-  CA/KINGS
 FU3122  USGS QUAD   -  LOS VIEJOS (1981)
 FU3122
 FU3122                         *CURRENT SURVEY CONTROL
 FU3122  ___________________________________________________________________
 FU3122* NAD 83(1986)-  35 54 19.     (N)    119 54 54.     (W)     SCALED    
 FU3122* NAVD 88     -       101.48   (+/-2cm)     332.9    (feet)  VERTCON   
 FU3122  ___________________________________________________________________
 FU3122  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 FU3122  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU3122
 FU3122.The horizontal coordinates were scaled from a topographic map and have
 FU3122.an estimated accuracy of +/- 6 seconds.
 FU3122
 FU3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3122.The vertical order pertains to the NGVD 29 superseded value.
 FU3122
 FU3122.The geoid height was determined by GEOID03.
 FU3122
 FU3122;                    North         East    Units  Estimated Accuracy
 FU3122;SPC CA 4     -   563,860.    1,917,400.      MT  (+/- 180 meters Scaled)
 FU3122
 FU3122                          SUPERSEDED SURVEY CONTROL
 FU3122
 FU3122  NGVD 29 (??/??/92)  100.565  (m)          329.94   (f) ADJ UNCH    1 1
 FU3122
 FU3122.Superseded values are not recommended for survey control.
 FU3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3122.See file dsdata.txt to determine how the superseded data were derived.
 FU3122
 FU3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV369773(NAD 83)
 FU3122_MARKER: P = PIPE CAP
 FU3122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3122_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FU3122_STAMPING: T23S R19E 21 22 28 27 LGB MACD
 FU3122_MARK LOGO: CA-031
 FU3122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU3122+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1989
 FU3122
 FU3122  HISTORY     - Date     Condition        Report By
 FU3122  HISTORY     - UNK      MONUMENTED       CA-031
 FU3122  HISTORY     - 1962     GOOD             NGS
 FU3122  HISTORY     - 1975     GOOD             NGS
 FU3122  HISTORY     - 19890228 GOOD             NGS
 FU3122
 FU3122                          STATION DESCRIPTION
 FU3122
 FU3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FU3122'7.9 MI S FROM KETTLEMAN CITY.
 FU3122'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3122'KETTLEMAN CITY, THENCE 7.5 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3122'ON THE NORTH SLOPE OF A GRADE, AT A T JUNCTION OF FENCES, AT THE
 FU3122'T JUNCTION OF A TRACK ROAD EAST ALONG A FENCE LINE, 29.9 FEET
 FU3122'WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF A FENCE
 FU3122'CORNER POST, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT
 FU3122'LOWER THAN THE ROAD, AND WELDED ON TOP OF A 3 1/2-INCH IRON
 FU3122'PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FU3122
 FU3122                          STATION RECOVERY (1975)
 FU3122
 FU3122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU3122'RECOVERED IN GOOD CONDITION.
 FU3122
 FU3122                          STATION RECOVERY (1989)
 FU3122
 FU3122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU3122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5303 ***********************************************************************
 EW5303  DESIGNATION -  21 22 28 27 CASLC
 EW5303  PID         -  EW5303
 EW5303  STATE/COUNTY-  CA/VENTURA
 EW5303  USGS QUAD   -  PITAS POINT (1967)
 EW5303
 EW5303                         *CURRENT SURVEY CONTROL
 EW5303  ___________________________________________________________________
 EW5303* NAD 83(1986)-  34 19 10.     (N)    119 23 28.     (W)     SCALED    
 EW5303* NAVD 88     -         8.01   (+/-2cm)      26.3    (feet)  VERTCON   
 EW5303  ___________________________________________________________________
 EW5303  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 EW5303  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5303
 EW5303.The horizontal coordinates were scaled from a topographic map and have
 EW5303.an estimated accuracy of +/- 6 seconds.
 EW5303
 EW5303.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5303.The vertical order pertains to the NGVD 29 superseded value.
 EW5303
 EW5303.The geoid height was determined by GEOID03.
 EW5303
 EW5303;                    North         East    Units  Estimated Accuracy
 EW5303;SPC CA 5     -   591,780.    1,871,980.      MT  (+/- 180 meters Scaled)
 EW5303
 EW5303                          SUPERSEDED SURVEY CONTROL
 EW5303
 EW5303  NGVD 29 (??/??/92)    7.260  (m)           23.82   (f) ADJ UNCH    1 1
 EW5303
 EW5303.Superseded values are not recommended for survey control.
 EW5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5303.See file dsdata.txt to determine how the superseded data were derived.
 EW5303
 EW5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU799001(NAD 83)
 EW5303_MARKER: DD = SURVEY DISK
 EW5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5303_STAMPING: T3N R24W 21 22 28 27 1950
 EW5303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5303+STABILITY: SURFACE MOTION
 EW5303
 EW5303  HISTORY     - Date     Condition        Report By
 EW5303  HISTORY     - 1950     MONUMENTED       CASLC
 EW5303  HISTORY     - 1960     GOOD             NGS
 EW5303  HISTORY     - 1971     GOOD             NGS
 EW5303  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW5303
 EW5303                          STATION DESCRIPTION
 EW5303
 EW5303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW5303'7.3 MI NW FROM VENTURA.
 EW5303'7.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5303'STATION AT VENTURA, AT MILEPOLE 391, AT RAILROAD CULVERT 390.94,
 EW5303'AT HIGHWAY CULVERT 314+79, 8.4 FEET SOUTHWEST OF THE SOUTHWEST
 EW5303'RAIL, 15.4 FEET SOUTHEAST OF BENCH MARK F 30 RESET, 10.7 FEET
 EW5303'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 EW5303'RAILROAD CULVERT 390.94, ABOUT 1 1/2 FEET LOWER THAN THE TRACK,
 EW5303'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW5303'THE GROUND.
 EW5303
 EW5303                          STATION RECOVERY (1971)
 EW5303
 EW5303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW5303'RECOVERED IN GOOD CONDITION.
 EW5303
 EW5303                          STATION RECOVERY (1977)
 EW5303
 EW5303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5176 ***********************************************************************
 EW5176  DESIGNATION -  21 236 V CO
 EW5176  PID         -  EW5176
 EW5176  STATE/COUNTY-  CA/VENTURA
 EW5176  USGS QUAD   -  CAMARILLO (1967)
 EW5176
 EW5176                         *CURRENT SURVEY CONTROL
 EW5176  ___________________________________________________________________
 EW5176* NAD 83(1986)-  34 12 20.     (N)    119 04 53.     (W)     SCALED    
 EW5176* NAVD 88     -        20.99   (+/-2cm)      68.9    (feet)  VERTCON   
 EW5176  ___________________________________________________________________
 EW5176  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 EW5176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW5176
 EW5176.The horizontal coordinates were scaled from a topographic map and have
 EW5176.an estimated accuracy of +/- 6 seconds.
 EW5176
 EW5176.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5176.The vertical order pertains to the NGVD 29 superseded value.
 EW5176
 EW5176.The geoid height was determined by GEOID03.
 EW5176
 EW5176;                    North         East    Units  Estimated Accuracy
 EW5176;SPC CA 5     -   578,800.    1,900,340.      MT  (+/- 180 meters Scaled)
 EW5176
 EW5176                          SUPERSEDED SURVEY CONTROL
 EW5176
 EW5176  NGVD 29 (??/??/92)   20.266  (m)           66.49   (f) ADJ UNCH    2 0
 EW5176
 EW5176.Superseded values are not recommended for survey control.
 EW5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5176.See file dsdata.txt to determine how the superseded data were derived.
 EW5176
 EW5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT082869(NAD 83)
 EW5176_MARKER: DD = SURVEY DISK
 EW5176_SETTING: 0 = UNSPECIFIED SETTING
 EW5176_STAMPING: 21-236 1964
 EW5176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5176
 EW5176  HISTORY     - Date     Condition        Report By
 EW5176  HISTORY     - 1964     MONUMENTED       CA-111
 EW5176  HISTORY     - 1968     GOOD             NGS
 EW5176
 EW5176                          STATION DESCRIPTION
 EW5176
 EW5176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5176'0.3 MI W FROM OXNARD AIR FORCE BASE.
 EW5176'0.3 MILE WEST ALONG PLEASANT VALLEY ROAD FROM THE MAIN GATE AT
 EW5176'OXNARD AIR FORCE BASE, 53-1/2 FEET NORTH OF THE PAINTED
 EW5176'CENTERLINE OF PLEASANT VALLEY ROAD, 36-1/2 FEET SOUTHEAST OF
 EW5176'THE SOUTHEAST CORNER OF A SENTRY POST, (BUILDING NO. 284)
 EW5176'26 FEET NORTHWEST OF POLE NO. 9675, 1 FOOT SOUTH OF A CHAIN-LINK
 EW5176'FENCE AND SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 EW5176'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6089 ***********************************************************************
 EW6089  DESIGNATION -  21 252 V CO
 EW6089  PID         -  EW6089
 EW6089  STATE/COUNTY-  CA/VENTURA
 EW6089  USGS QUAD   -  OXNARD (1967)
 EW6089
 EW6089                         *CURRENT SURVEY CONTROL
 EW6089  ___________________________________________________________________
 EW6089* NAD 83(1986)-  34 08 51.     (N)    119 11 23.     (W)     SCALED    
 EW6089* NAVD 88     -         2.74   (+/-2cm)       9.0    (feet)  VERTCON   
 EW6089  ___________________________________________________________________
 EW6089  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EW6089  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6089
 EW6089.The horizontal coordinates were scaled from a topographic map and have
 EW6089.an estimated accuracy of +/- 6 seconds.
 EW6089
 EW6089.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6089.The vertical order pertains to the NGVD 29 superseded value.
 EW6089
 EW6089.The geoid height was determined by GEOID03.
 EW6089
 EW6089;                    North         East    Units  Estimated Accuracy
 EW6089;SPC CA 5     -   572,470.    1,890,280.      MT  (+/- 180 meters Scaled)
 EW6089
 EW6089                          SUPERSEDED SURVEY CONTROL
 EW6089
 EW6089  NGVD 29 (??/??/92)    2.00   (m)            6.6    (f) COMPUTED    1 1
 EW6089
 EW6089.Superseded values are not recommended for survey control.
 EW6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6089.See file dsdata.txt to determine how the superseded data were derived.
 EW6089
 EW6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT981806(NAD 83)
 EW6089_MARKER: DD = SURVEY DISK
 EW6089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6089_SP_SET: CURB
 EW6089_STAMPING: 1968 21-252
 EW6089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6089+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 EW6089
 EW6089  HISTORY     - Date     Condition        Report By
 EW6089  HISTORY     - 1968     MONUMENTED       CA-111
 EW6089  HISTORY     - 1969     GOOD             CA-111
 EW6089  HISTORY     - 20030916 GOOD             GEOCAC
 EW6089
 EW6089                          STATION DESCRIPTION
 EW6089
 EW6089'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6089'AT PORT HUENEME.
 EW6089'AT PORT HUENEME, A BRASS DISK SET FLUSH IN THE MIDDLE OF THE
 EW6089'CURVE OF A CONCRETE CURB RETURN AT THE SOUTHEAST CORNER OF
 EW6089'HUENEME ROAD AND WILLARD WAY, STAMPED 1968 21-252.
 EW6089
 EW6089                          STATION RECOVERY (2003)
 EW6089
 EW6089'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW6089'IN 1969 DESCRIPTION, CHANGE 'WILLARD WAY' TO 'SURFSIDE DRIVE'.  ALL
 EW6089'ELSE IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1917 ***********************************************************************
 JT1917  DESIGNATION -  21 3
 JT1917  PID         -  JT1917
 JT1917  STATE/COUNTY-  CA/NAPA
 JT1917  USGS QUAD   -  NAPA (1980)
 JT1917
 JT1917                         *CURRENT SURVEY CONTROL
 JT1917  ___________________________________________________________________
 JT1917* NAD 83(1986)-  38 20 42.     (N)    122 18 59.     (W)     SCALED    
 JT1917* NAVD 88     -        23.72   (+/-2cm)      77.8    (feet)  VERTCON   
 JT1917  ___________________________________________________________________
 JT1917  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JT1917  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1917
 JT1917.The horizontal coordinates were scaled from a topographic map and have
 JT1917.an estimated accuracy of +/- 6 seconds.
 JT1917
 JT1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1917.The vertical order pertains to the NGVD 29 superseded value.
 JT1917
 JT1917.The geoid height was determined by GEOID03.
 JT1917
 JT1917;                    North         East    Units  Estimated Accuracy
 JT1917;SPC CA 2     -   575,350.    1,972,340.      MT  (+/- 180 meters Scaled)
 JT1917
 JT1917                          SUPERSEDED SURVEY CONTROL
 JT1917
 JT1917  NGVD 29 (??/??/92)   22.91   (m)           75.2    (f) COMPUTED    1 1
 JT1917
 JT1917.Superseded values are not recommended for survey control.
 JT1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1917.See file dsdata.txt to determine how the superseded data were derived.
 JT1917
 JT1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH597443(NAD 83)
 JT1917_MARKER: DD = SURVEY DISK
 JT1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1917_SP_SET: CONCRETE POST
 JT1917_MARK LOGO: CA2330
 JT1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1917+STABILITY: SURFACE MOTION
 JT1917
 JT1917  HISTORY     - Date     Condition        Report By
 JT1917  HISTORY     - 1971     MONUMENTED       CA2330
 JT1917
 JT1917                          STATION DESCRIPTION
 JT1917
 JT1917'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1917'AT INTERSECTION OF JEFFERSON AND DRIFTWOOD AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9000 ***********************************************************************
 DY9000  DESIGNATION -  21 31 A
 DY9000  PID         -  DY9000
 DY9000  STATE/COUNTY-  CA/LOS ANGELES
 DY9000  USGS QUAD   -  VENICE (1981)
 DY9000
 DY9000                         *CURRENT SURVEY CONTROL
 DY9000  ___________________________________________________________________
 DY9000* NAD 83(1986)-  33 52 48.     (N)    118 24 35.     (W)     SCALED    
 DY9000* NAVD 88     -         8.961  (meters)      29.40   (feet)  ADJUSTED  
 DY9000  ___________________________________________________________________
 DY9000  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY9000  DYNAMIC HT  -           8.952 (meters)      29.37  (feet)  COMP
 DY9000  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 DY9000
 DY9000  VERT ORDER  -  FIRST     CLASS I
 DY9000
 DY9000.The horizontal coordinates were scaled from a topographic map and have
 DY9000.an estimated accuracy of +/- 6 seconds.
 DY9000
 DY9000.The orthometric height was determined by differential leveling
 DY9000.and adjusted in June 1995.
 DY9000.WARNING-Repeat measurements at this control monument indicate possible
 DY9000.vertical movement.
 DY9000
 DY9000.The geoid height was determined by GEOID03.
 DY9000
 DY9000.The dynamic height is computed by dividing the NAVD 88
 DY9000.geopotential number by the normal gravity value computed on the
 DY9000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9000.degrees latitude (g = 980.6199 gals.).
 DY9000
 DY9000.The modeled gravity was interpolated from observed gravity values.
 DY9000
 DY9000;                    North         East    Units  Estimated Accuracy
 DY9000;SPC CA 5     -   542,230.    1,962,090.      MT  (+/- 180 meters Scaled)
 DY9000
 DY9000                          SUPERSEDED SURVEY CONTROL
 DY9000
 DY9000  NAVD 88 (06/15/91)    8.975  (m)           29.45   (f) UNKNOWN     1 1
 DY9000  NGVD 29 (??/??/92)    8.252  (m)           27.07   (f) ADJ UNCH    1 1
 DY9000
 DY9000.Superseded values are not recommended for survey control.
 DY9000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9000.See file dsdata.txt to determine how the superseded data were derived.
 DY9000
 DY9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT696497(NAD 83)
 DY9000_MARKER: DD = SURVEY DISK
 DY9000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9000_SP_SET: WALL
 DY9000_STAMPING: BM 21 31-A 1973 7078
 DY9000_MARK LOGO: CA-037
 DY9000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9000+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY9000
 DY9000  HISTORY     - Date     Condition        Report By
 DY9000  HISTORY     - 1973     MONUMENTED       NGS
 DY9000  HISTORY     - 1973     GOOD             CA-037
 DY9000  HISTORY     - 1978     GOOD             NGS
 DY9000  HISTORY     - 19890522 GOOD             NGS
 DY9000  HISTORY     - 19940707 GOOD             NGS
 DY9000
 DY9000                          STATION DESCRIPTION
 DY9000
 DY9000'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9000'IN MANHATTAN BEACH.
 DY9000'THE STRAND AND 6TH STREET, 1.5 FEET NORTH OF A STREET LAMP POST NEAR
 DY9000'CENTERLINE OF 6TH STREET PRODUCED WESTERLY.  SET ON TOP OF THE WALK.
 DY9000
 DY9000                          STATION RECOVERY (1978)
 DY9000
 DY9000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9000'THE STRAND AND SIXTH STREET, 1.5 FT. NORTH OF STREET LAMP POST NEAR
 DY9000'CENTER LINE OF SIXTH STREET.
 DY9000
 DY9000                          STATION RECOVERY (1989)
 DY9000
 DY9000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9000'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE CO ENG
 DY9000'RE THAT WAS REPORTED STAMPED ON THE DISK, IS PRECAST IN THE DISK.
 DY9000
 DY9000                          STATION RECOVERY (1994)
 DY9000
 DY9000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9000'IN MANHATTAN BEACH, AT THE INTERSECTION OF 6TH STREET AND THE STRAND,
 DY9000'IN THE SOUTHWEST CONCRETE WALL OF THE STRAND, 2.4 M (7.9 FT) SOUTHWEST
 DY9000'OF THE CENTER OF THE STRAND, 1.8 M (5.9 FT) NORTHWEST OF THE NORTHWEST
 DY9000'END OF THE STAIRS LEADING TO THE BEACH, 0.5 M (1.6 FT) NORTHWEST OF A
 DY9000'LAMP POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STRAND, AND ON THE
 DY9000'EXTENDED CENTER OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1340 ***********************************************************************
 DY1340  DESIGNATION -  21 32 A
 DY1340  PID         -  DY1340
 DY1340  STATE/COUNTY-  CA/LOS ANGELES
 DY1340  USGS QUAD   -  VENICE (1981)
 DY1340
 DY1340                         *CURRENT SURVEY CONTROL
 DY1340  ___________________________________________________________________
 DY1340* NAD 83(1986)-  33 52 38.     (N)    118 24 30.     (W)     SCALED    
 DY1340* NAVD 88     -         4.774  (meters)      15.66   (feet)  READJUSTED
 DY1340  ___________________________________________________________________
 DY1340  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY1340  DYNAMIC HT  -           4.770 (meters)      15.65  (feet)  COMP
 DY1340  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 DY1340
 DY1340  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY1340
 DY1340.The horizontal coordinates were scaled from a topographic map and have
 DY1340.an estimated accuracy of +/- 6 seconds.
 DY1340
 DY1340.The orthometric height was determined by differential leveling
 DY1340.and adjusted in February 1993.
 DY1340.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY1340.distribution rate of 0.0 thru 1.0 mm/km.
 DY1340.The height was derived from older observations constrained to new
 DY1340.heights in a crustal motion area.  The height is approximate in
 DY1340.relation to other heights in its vicinity.
 DY1340
 DY1340.The geoid height was determined by GEOID03.
 DY1340
 DY1340.The dynamic height is computed by dividing the NAVD 88
 DY1340.geopotential number by the normal gravity value computed on the
 DY1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1340.degrees latitude (g = 980.6199 gals.).
 DY1340
 DY1340.The modeled gravity was interpolated from observed gravity values.
 DY1340
 DY1340;                    North         East    Units  Estimated Accuracy
 DY1340;SPC CA 5     -   541,920.    1,962,220.      MT  (+/- 180 meters Scaled)
 DY1340
 DY1340                          SUPERSEDED SURVEY CONTROL
 DY1340
 DY1340  NGVD 29 (??/??/92)    4.041  (m)           13.26   (f) ADJ UNCH    1 1
 DY1340
 DY1340.Superseded values are not recommended for survey control.
 DY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1340.See file dsdata.txt to determine how the superseded data were derived.
 DY1340
 DY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT697494(NAD 83)
 DY1340_MARKER: S = SPIKE
 DY1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1340_SP_SET: CONCRETE SLAB
 DY1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1340
 DY1340  HISTORY     - Date     Condition        Report By
 DY1340  HISTORY     - UNK      MONUMENTED       CA-037
 DY1340  HISTORY     - 1968     GOOD             CA-037
 DY1340  HISTORY     - 1978     GOOD             NGS
 DY1340  HISTORY     - 19890523 MARK NOT FOUND   NGS
 DY1340
 DY1340                          STATION DESCRIPTION
 DY1340
 DY1340'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1340'1.1 MI NW FROM HERMOSA BEACH.
 DY1340'1.1 MI NW OF THE CITY HALL AT HERMOSA BEACH, THE STRAND, 35TH
 DY1340'STREET AND HERMOSA AVENUE, IN THE SW CORNER OF THE CONCRETE SLAB
 DY1340'FOR THE SEWER PUMP HOUSE, 65 FEET N OF N PROPERTY LINE OF 35TH
 DY1340'STREET, 7.5 FEET W OF E PROPERTY LINE OF THE HERMOSA STRAND.
 DY1340
 DY1340                          STATION RECOVERY (1978)
 DY1340
 DY1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1340'RECOVERED IN GOOD CONDITION.
 DY1340
 DY1340                          STATION RECOVERY (1989)
 DY1340
 DY1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1340'THE SOUTHWEST CORNER OF THE PAD WAS RECOVERED UNDER 2 FEET OF SAND.
 DY1340'THE SPIKE WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3151 ***********************************************************************
 AB3151  DESIGNATION -  21 38
 AB3151  PID         -  AB3151
 AB3151  STATE/COUNTY-  CA/LOS ANGELES
 AB3151  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3151
 AB3151                         *CURRENT SURVEY CONTROL
 AB3151  ___________________________________________________________________
 AB3151* NAD 83(1986)-  34 15 53.     (N)    118 35 34.     (W)     SCALED    
 AB3151* NAVD 88     -       310.714  (meters)    1019.40   (feet)  ADJUSTED  
 AB3151  ___________________________________________________________________
 AB3151  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AB3151  DYNAMIC HT  -         310.380 (meters)    1018.30  (feet)  COMP
 AB3151  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 AB3151
 AB3151  VERT ORDER  -  THIRD
 AB3151
 AB3151.The horizontal coordinates were scaled from a topographic map and have
 AB3151.an estimated accuracy of +/- 6 seconds.
 AB3151
 AB3151.The orthometric height was determined by differential leveling
 AB3151.and adjusted in November 1996.
 AB3151
 AB3151.The geoid height was determined by GEOID03.
 AB3151
 AB3151.The dynamic height is computed by dividing the NAVD 88
 AB3151.geopotential number by the normal gravity value computed on the
 AB3151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3151.degrees latitude (g = 980.6199 gals.).
 AB3151
 AB3151.The modeled gravity was interpolated from observed gravity values.
 AB3151
 AB3151;                    North         East    Units  Estimated Accuracy
 AB3151;SPC CA 5     -   584,990.    1,945,410.      MT  (+/- 180 meters Scaled)
 AB3151
 AB3151                          SUPERSEDED SURVEY CONTROL
 AB3151
 AB3151.No superseded survey control is available for this station.
 AB3151
 AB3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT533926(NAD 83)
 AB3151_MARKER: DD = SURVEY DISK
 AB3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3151_STAMPING: F.C. BM 21-38
 AB3151_MARK LOGO: LACFCD
 AB3151_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3151+STABILITY: SURFACE MOTION
 AB3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3151+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AB3151
 AB3151  HISTORY     - Date     Condition        Report By
 AB3151  HISTORY     - 1942     MONUMENTED       LACFCD
 AB3151  HISTORY     - 19940927 GOOD             MWDSC
 AB3151
 AB3151                          STATION DESCRIPTION
 AB3151
 AB3151'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3151'CHATSWORTH, NEAR THE INTERSECTION OF CHATSWORTH ST AND VARIEL AVE, 31
 AB3151'FEET (9.4 M) NORTH OF THE STREET AND 23 FEET (7.0 M) EAST OF THE AVE,
 AB3151'20 FEET (6.1 M) NORTHEAST OF STREET MANHOLE,10 FEET SOUTHEAST OF ANGLE
 AB3151'POINT OF AC ROAD AND 1 FOOT (0.3 M) WEST OF SW CORNER CONCRETE BLOCK
 AB3151'PLANTER WALL.  A 3-1/4 INCH LACFDC BRASS DISK STAMPED F.C.BM 21-38
 AB3151'1942 SET IN A 6 INCH DIAMETER CONCRETER POST AND 0.2 FOOT (6.1 CM)
 AB3151'ABOVE DIRT SURFACE.  REF MWD FB 4032 01 042.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1918 ***********************************************************************
 JT1918  DESIGNATION -  21 4
 JT1918  PID         -  JT1918
 JT1918  STATE/COUNTY-  CA/NAPA
 JT1918  USGS QUAD   -  NAPA (1980)
 JT1918
 JT1918                         *CURRENT SURVEY CONTROL
 JT1918  ___________________________________________________________________
 JT1918* NAD 83(1986)-  38 20 50.     (N)    122 19 05.     (W)     SCALED    
 JT1918* NAVD 88     -        24.58   (+/-2cm)      80.6    (feet)  VERTCON   
 JT1918  ___________________________________________________________________
 JT1918  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1918  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1918
 JT1918.The horizontal coordinates were scaled from a topographic map and have
 JT1918.an estimated accuracy of +/- 6 seconds.
 JT1918
 JT1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1918.The vertical order pertains to the NGVD 29 superseded value.
 JT1918
 JT1918.The geoid height was determined by GEOID03.
 JT1918
 JT1918;                    North         East    Units  Estimated Accuracy
 JT1918;SPC CA 2     -   575,600.    1,972,200.      MT  (+/- 180 meters Scaled)
 JT1918
 JT1918                          SUPERSEDED SURVEY CONTROL
 JT1918
 JT1918  NGVD 29 (??/??/92)   23.78   (m)           78.0    (f) COMPUTED    1 1
 JT1918
 JT1918.Superseded values are not recommended for survey control.
 JT1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1918.See file dsdata.txt to determine how the superseded data were derived.
 JT1918
 JT1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595445(NAD 83)
 JT1918_MARKER: DD = SURVEY DISK
 JT1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1918_SP_SET: CONCRETE POST
 JT1918_MARK LOGO: CA2330
 JT1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1918+STABILITY: SURFACE MOTION
 JT1918
 JT1918  HISTORY     - Date     Condition        Report By
 JT1918  HISTORY     - 1971     MONUMENTED       CA2330
 JT1918
 JT1918                          STATION DESCRIPTION
 JT1918
 JT1918'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1918'AT INTERSECTION OF JEFFERSON AND MOFFITT AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1598 ***********************************************************************
 DY1598  DESIGNATION -  21 4 A LA CO
 DY1598  PID         -  DY1598
 DY1598  STATE/COUNTY-  CA/LOS ANGELES
 DY1598  USGS QUAD   -  INGLEWOOD (1981)
 DY1598
 DY1598                         *CURRENT SURVEY CONTROL
 DY1598  ___________________________________________________________________
 DY1598* NAD 83(1986)-  33 54 09.     (N)    118 15 55.     (W)     SCALED    
 DY1598* NAVD 88     -        36.187  (meters)     118.72   (feet)  READJUSTED
 DY1598  ___________________________________________________________________
 DY1598  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1598  DYNAMIC HT  -          36.150 (meters)     118.60  (feet)  COMP
 DY1598  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DY1598
 DY1598  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY1598
 DY1598.The horizontal coordinates were scaled from a topographic map and have
 DY1598.an estimated accuracy of +/- 6 seconds.
 DY1598
 DY1598.The orthometric height was determined by differential leveling
 DY1598.and adjusted in February 1993.
 DY1598.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY1598.distribution rate of 0.0 thru 1.0 mm/km.
 DY1598.The height was derived from older observations constrained to new
 DY1598.heights in a crustal motion area.  The height is approximate in
 DY1598.relation to other heights in its vicinity.
 DY1598
 DY1598.The geoid height was determined by GEOID03.
 DY1598
 DY1598.The dynamic height is computed by dividing the NAVD 88
 DY1598.geopotential number by the normal gravity value computed on the
 DY1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1598.degrees latitude (g = 980.6199 gals.).
 DY1598
 DY1598.The modeled gravity was interpolated from observed gravity values.
 DY1598
 DY1598;                    North         East    Units  Estimated Accuracy
 DY1598;SPC CA 5     -   544,680.    1,975,460.      MT  (+/- 180 meters Scaled)
 DY1598
 DY1598                          SUPERSEDED SURVEY CONTROL
 DY1598
 DY1598  NGVD 29 (??/??/92)   35.414  (m)          116.19   (f) ADJ UNCH    1 1
 DY1598
 DY1598.Superseded values are not recommended for survey control.
 DY1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1598.See file dsdata.txt to determine how the superseded data were derived.
 DY1598
 DY1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830520(NAD 83)
 DY1598_MARKER: DD = SURVEY DISK
 DY1598_SETTING: 0 = UNSPECIFIED SETTING
 DY1598_STAMPING: 21-4A-1960 RE 5869
 DY1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1598
 DY1598  HISTORY     - Date     Condition        Report By
 DY1598  HISTORY     - 1960     MONUMENTED       CA-037
 DY1598  HISTORY     - 1968     GOOD             CA1980
 DY1598  HISTORY     - 1976     GOOD             NGS
 DY1598  HISTORY     - 1978     GOOD             NGS
 DY1598
 DY1598                          STATION DESCRIPTION
 DY1598
 DY1598'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1598'NEAR COMPTON.
 DY1598'STANDARD COUNTY BENCH MARK MONUMENT MARKED 21-4A-1960, REGISTERED
 DY1598'ENGINEER 5869, UNDER COVER, 186.5 FEET NORTH OF CENTERLINE ROSECRANS
 DY1598'AVENUE, 41.5 FEET WEST OF CENTERLINE AVALON BOULEVARD AND 1.3
 DY1598'FEET WEST OF WEST CURB.
 DY1598
 DY1598                          STATION RECOVERY (1976)
 DY1598
 DY1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1598'AT LOS ANGELES, AT THE NORTHWEST CORNER OF AVALON BOULEVARD AND
 DY1598'ROSECRANS AVENUE, 124 FT NORTH OF CURB RETURN NORTH OF ROSECRAN AVENUE
 DY1598', 43.6 FT SOUTH OF TELEPHONE POLE 1852524E, 1.0 FT NORTH OF NORTH EDGE
 DY1598'OF ENTRANCE TO ARCO GAS STATION, 4.4 FT EAST OF EAST EDGE OF THE
 DY1598'SIDEWALK, 1.3 FT WEST OF WEST CURB OF AVALON BOULEVARD, 1 FT
 DY1598'UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A STEEL COVER
 DY1598
 DY1598                          STATION RECOVERY (1978)
 DY1598
 DY1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9002 ***********************************************************************
 DY9002  DESIGNATION -  21 47 A
 DY9002  PID         -  DY9002
 DY9002  STATE/COUNTY-  CA/LOS ANGELES
 DY9002  USGS QUAD   -  REDONDO BEACH (1981)
 DY9002
 DY9002                         *CURRENT SURVEY CONTROL
 DY9002  ___________________________________________________________________
 DY9002* NAD 83(1986)-  33 50 20.     (N)    118 23 24.     (W)     SCALED    
 DY9002* NAVD 88     -         6.135  (meters)      20.13   (feet)  ADJUSTED  
 DY9002  ___________________________________________________________________
 DY9002  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY9002  DYNAMIC HT  -           6.128 (meters)      20.10  (feet)  COMP
 DY9002  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 DY9002
 DY9002  VERT ORDER  -  FIRST     CLASS I
 DY9002
 DY9002.The horizontal coordinates were scaled from a topographic map and have
 DY9002.an estimated accuracy of +/- 6 seconds.
 DY9002
 DY9002.The orthometric height was determined by differential leveling
 DY9002.and adjusted in June 1995.
 DY9002.WARNING-Repeat measurements at this control monument indicate possible
 DY9002.vertical movement.
 DY9002
 DY9002.The geoid height was determined by GEOID03.
 DY9002
 DY9002.The dynamic height is computed by dividing the NAVD 88
 DY9002.geopotential number by the normal gravity value computed on the
 DY9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9002.degrees latitude (g = 980.6199 gals.).
 DY9002
 DY9002.The modeled gravity was interpolated from observed gravity values.
 DY9002
 DY9002;                    North         East    Units  Estimated Accuracy
 DY9002;SPC CA 5     -   537,660.    1,963,900.      MT  (+/- 180 meters Scaled)
 DY9002
 DY9002                          SUPERSEDED SURVEY CONTROL
 DY9002
 DY9002  NAVD 88 (06/15/91)    6.148  (m)           20.17   (f) UNKNOWN     1 1
 DY9002  NGVD 29 (??/??/92)    5.683  (m)           18.64   (f) ADJ UNCH    1 1
 DY9002
 DY9002.Superseded values are not recommended for survey control.
 DY9002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9002.See file dsdata.txt to determine how the superseded data were derived.
 DY9002
 DY9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713451(NAD 83)
 DY9002_MARKER: DD = SURVEY DISK
 DY9002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9002_SP_SET: MANHOLE FOUNDATION
 DY9002_STAMPING: BM 21-47A 1973 7078
 DY9002_MARK LOGO: CA-037
 DY9002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9002+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 DY9002
 DY9002  HISTORY     - Date     Condition        Report By
 DY9002  HISTORY     - UNK      MONUMENTED       CGS
 DY9002  HISTORY     - 1973     GOOD             CA-037
 DY9002  HISTORY     - 1978     GOOD             NGS
 DY9002  HISTORY     - 19890522 GOOD             NGS
 DY9002  HISTORY     - 19940710 GOOD             NGS
 DY9002  HISTORY     - 19970216 GOOD             USPSQD
 DY9002
 DY9002                          STATION DESCRIPTION
 DY9002
 DY9002'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9002'IN REDONDO BEACH.
 DY9002'AT THE WEST END OF TORRANCE BOULEVARD, 32.6 FEET WEST OF THE WESTERLY
 DY9002'CURB OF THE TRAFFIC CIRCLE, 5 FEET SOUTH OF THE EASTERLY PROLONGATION
 DY9002'OF THE SOUTH SIDE OF MONSTAD PIER, 9 FEET EAST OF CURB ON EASTERLY
 DY9002'SIDE OF WALK ALONG THE BEACH, 24.3 FEET NORTHWEST OF A FIRE HYDRANT.
 DY9002'SET IN THE TOP OF THE NORTHWEST CORNER OF A 6 FEET BY 6 FEET SQUARE
 DY9002'MANHOLE.
 DY9002
 DY9002                          STATION RECOVERY (1978)
 DY9002
 DY9002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9002'AT THE WEST END OF TORRANCE BOULEVARD, 32.6 FT. WEST OF THE WESTERLY
 DY9002'CURB OF THE TRAFFIC CIRCLE, 5 FT. SOUTH OF THE EASTERLY PROLONGATION
 DY9002'OF THE SOUTH SIDE OF MONSTAD PIER, 9 FT. EAST OF CURB ON EASTERLY SIDE
 DY9002'OF WALK ALONG THE BEACH, 24.3 FT. NORTHWEST OF A FIRE HYDRANT. SET IN
 DY9002'TOP OF THE NORTHWEST CORNER OF A 6 BY 6-FT. SQUARE MANHOLE.
 DY9002
 DY9002                          STATION RECOVERY (1989)
 DY9002
 DY9002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9002'RECOVERED IN GOOD CONDITION.
 DY9002
 DY9002                          STATION RECOVERY (1994)
 DY9002
 DY9002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9002'IN REDONDO BEACH, AT THE WEST END OF TORRANCE BOULEVARD AND THE
 DY9002'SOUTHEAST CORNER OF THE MONSTAD PIER, NEAR THE NORTHWEST CORNER OF A 4
 DY9002'BY 4-FOOT CONCRETE FOUNDATION FOR A MANHOLE, 17.8 M (58.4 FT) WEST OF
 DY9002'THE CENTERLINE OF THE BOULEVARD, 16.7 M (54.8 FT) SOUTH OF THE SOUTH
 DY9002'WALL OF A RAMP LEADING TO THE PIER, 8.0 M (26.2 FT) NORTHWEST OF A
 DY9002'FIRE HYDRANT, 3.8 M (12.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DY9002'PIER, 2.9 M (9.5 FT) EAST OF A CURB ALONG A WALKWAY, AND 1.0 M (3.3
 DY9002'FT) BELOW THE LEVEL OF THE BOULEVARD.
 DY9002
 DY9002                          STATION RECOVERY (1997)
 DY9002
 DY9002'RECOVERY NOTE BY US POWER SQUADRON 1997
 DY9002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1919 ***********************************************************************
 JT1919  DESIGNATION -  21 5
 JT1919  PID         -  JT1919
 JT1919  STATE/COUNTY-  CA/NAPA
 JT1919  USGS QUAD   -  NAPA (1980)
 JT1919
 JT1919                         *CURRENT SURVEY CONTROL
 JT1919  ___________________________________________________________________
 JT1919* NAD 83(1986)-  38 20 49.     (N)    122 19 03.     (W)     SCALED    
 JT1919* NAVD 88     -        25.73   (+/-2cm)      84.4    (feet)  VERTCON   
 JT1919  ___________________________________________________________________
 JT1919  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1919  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1919
 JT1919.The horizontal coordinates were scaled from a topographic map and have
 JT1919.an estimated accuracy of +/- 6 seconds.
 JT1919
 JT1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1919.The vertical order pertains to the NGVD 29 superseded value.
 JT1919
 JT1919.The geoid height was determined by GEOID03.
 JT1919
 JT1919;                    North         East    Units  Estimated Accuracy
 JT1919;SPC CA 2     -   575,560.    1,972,250.      MT  (+/- 180 meters Scaled)
 JT1919
 JT1919                          SUPERSEDED SURVEY CONTROL
 JT1919
 JT1919  NGVD 29 (??/??/92)   24.93   (m)           81.8    (f) COMPUTED    1 1
 JT1919
 JT1919.Superseded values are not recommended for survey control.
 JT1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1919.See file dsdata.txt to determine how the superseded data were derived.
 JT1919
 JT1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596445(NAD 83)
 JT1919_MARKER: DD = SURVEY DISK
 JT1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1919_SP_SET: CONCRETE POST
 JT1919_MARK LOGO: CA2330
 JT1919_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1919+STABILITY: SURFACE MOTION
 JT1919
 JT1919  HISTORY     - Date     Condition        Report By
 JT1919  HISTORY     - 1971     MONUMENTED       CA2330
 JT1919
 JT1919                          STATION DESCRIPTION
 JT1919
 JT1919'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1919'AT INTERSECTION OF MOSSWOOD AND PARKWOOD AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1222 ***********************************************************************
 DY1222  DESIGNATION -  21 54 LA CO
 DY1222  PID         -  DY1222
 DY1222  STATE/COUNTY-  CA/LOS ANGELES
 DY1222  USGS QUAD   -  REDONDO BEACH (1981)
 DY1222
 DY1222                         *CURRENT SURVEY CONTROL
 DY1222  ___________________________________________________________________
 DY1222* NAD 83(1986)-  33 48 57.     (N)    118 22 35.     (W)     SCALED    
 DY1222* NAVD 88     -        36.41   (+/-2cm)     119.5    (feet)  VERTCON   
 DY1222  ___________________________________________________________________
 DY1222  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DY1222  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1222
 DY1222.The horizontal coordinates were scaled from a topographic map and have
 DY1222.an estimated accuracy of +/- 6 seconds.
 DY1222
 DY1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1222.The vertical order pertains to the NGVD 29 superseded value.
 DY1222
 DY1222.The geoid height was determined by GEOID03.
 DY1222
 DY1222;                    North         East    Units  Estimated Accuracy
 DY1222;SPC CA 5     -   535,100.    1,965,150.      MT  (+/- 180 meters Scaled)
 DY1222
 DY1222                          SUPERSEDED SURVEY CONTROL
 DY1222
 DY1222  NGVD 29 (??/??/92)   35.68   (m)          117.1    (f) COMPUTED    1 1
 DY1222
 DY1222.Superseded values are not recommended for survey control.
 DY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1222.See file dsdata.txt to determine how the superseded data were derived.
 DY1222
 DY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT726425(NAD 83)
 DY1222_MARKER: DD = SURVEY DISK
 DY1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1222_SP_SET: CAST IRON COVER
 DY1222_STAMPING: BM 21-54 1952 RE 63
 DY1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1222
 DY1222  HISTORY     - Date     Condition        Report By
 DY1222  HISTORY     - 1952     MONUMENTED       CA-037
 DY1222  HISTORY     - 1968     GOOD             NGS
 DY1222
 DY1222                          STATION DESCRIPTION
 DY1222
 DY1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DY1222'2.3 MI NW FROM TORRANCE.
 DY1222'2.3 MI NW OF THE TORRANCE AIRPORT AT TORRANCE, PACIFIC COAST
 DY1222'HIGHWAY AND THE E END OF THE VISTA DEL PARQUE, AT THE SE CORNER,
 DY1222'27.1 FEET E OF THE E END OF THE CURB RETURN AND 1.0 FOOT S OF
 DY1222'THE S CURB OF THE PACIFIC COAST HIGHWAY, SET ABOUT 11 INCHES
 DY1222'BELOW THE TOP OF THE CURB IN A WELL AND PROTECTED BY A CAST
 DY1222'IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1727 ***********************************************************************
 DY1727  DESIGNATION -  21 55 A LA CO
 DY1727  PID         -  DY1727
 DY1727  STATE/COUNTY-  CA/LOS ANGELES
 DY1727  USGS QUAD   -  TORRANCE (1981)
 DY1727
 DY1727                         *CURRENT SURVEY CONTROL
 DY1727  ___________________________________________________________________
 DY1727* NAD 83(1986)-  33 48 49.     (N)    118 22 11.     (W)     SCALED    
 DY1727* NAVD 88     -        30.13   (+/-2cm)      98.9    (feet)  VERTCON   
 DY1727  ___________________________________________________________________
 DY1727  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DY1727  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1727
 DY1727.The horizontal coordinates were scaled from a topographic map and have
 DY1727.an estimated accuracy of +/- 6 seconds.
 DY1727
 DY1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1727.The vertical order pertains to the NGVD 29 superseded value.
 DY1727
 DY1727.The geoid height was determined by GEOID03.
 DY1727
 DY1727;                    North         East    Units  Estimated Accuracy
 DY1727;SPC CA 5     -   534,850.    1,965,770.      MT  (+/- 180 meters Scaled)
 DY1727
 DY1727                          SUPERSEDED SURVEY CONTROL
 DY1727
 DY1727  NGVD 29 (??/??/92)   29.40   (m)           96.5    (f) COMPUTED    1 1
 DY1727
 DY1727.Superseded values are not recommended for survey control.
 DY1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1727.See file dsdata.txt to determine how the superseded data were derived.
 DY1727
 DY1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT732423(NAD 83)
 DY1727_MARKER: S = SPIKE
 DY1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1727_SP_SET: CATCH BASIN
 DY1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1727
 DY1727  HISTORY     - Date     Condition        Report By
 DY1727  HISTORY     - UNK      MONUMENTED       CA-037
 DY1727  HISTORY     - 1968     GOOD             CA-037
 DY1727
 DY1727                          STATION DESCRIPTION
 DY1727
 DY1727'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1727'1.8 MI NW FROM TORRANCE.
 DY1727'1.8 MI NW OF THE TORRANCE AIRPORT AT TORRANCE, PACIFIC COAST
 DY1727'HIGHWAY AND CALLE MAYOR, AT THE SE CORNER, 167.0 FEET SE OF
 DY1727'TRAFFIC SIGNAL NO M6447 AND ABOUT 38 FEET SW OF THE CENTER
 DY1727'LINE OF THE PACIFIC COAST HIGHWAY, 1.0 FOOT SW OF THE CURB
 DY1727'AND 0.5 FT E OF THE W EDGE OF THE CATCH BASIN.  BM 21-55 A IS
 DY1727'CHISELED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1731 ***********************************************************************
 DY1731  DESIGNATION -  21 56 A LA CO
 DY1731  PID         -  DY1731
 DY1731  STATE/COUNTY-  CA/LOS ANGELES
 DY1731  USGS QUAD   -  TORRANCE (1981)
 DY1731
 DY1731                         *CURRENT SURVEY CONTROL
 DY1731  ___________________________________________________________________
 DY1731* NAD 83(1986)-  33 48 36.     (N)    118 21 48.     (W)     SCALED    
 DY1731* NAVD 88     -        24.49   (+/-2cm)      80.3    (feet)  VERTCON   
 DY1731  ___________________________________________________________________
 DY1731  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DY1731  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1731
 DY1731.The horizontal coordinates were scaled from a topographic map and have
 DY1731.an estimated accuracy of +/- 6 seconds.
 DY1731
 DY1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1731.The vertical order pertains to the NGVD 29 superseded value.
 DY1731
 DY1731.The geoid height was determined by GEOID03.
 DY1731
 DY1731;                    North         East    Units  Estimated Accuracy
 DY1731;SPC CA 5     -   534,450.    1,966,360.      MT  (+/- 180 meters Scaled)
 DY1731
 DY1731                          SUPERSEDED SURVEY CONTROL
 DY1731
 DY1731  NGVD 29 (??/??/92)   23.75   (m)           77.9    (f) COMPUTED    1 1
 DY1731
 DY1731.Superseded values are not recommended for survey control.
 DY1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1731.See file dsdata.txt to determine how the superseded data were derived.
 DY1731
 DY1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT738419(NAD 83)
 DY1731_MARKER: DD = SURVEY DISK
 DY1731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1731_SP_SET: PILLAR
 DY1731_STAMPING: BM 21-56 A 1960 5869
 DY1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1731
 DY1731  HISTORY     - Date     Condition        Report By
 DY1731  HISTORY     - 1960     MONUMENTED       CA-037
 DY1731  HISTORY     - 1968     GOOD             CA-037
 DY1731
 DY1731                          STATION DESCRIPTION
 DY1731
 DY1731'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1731'1.5 MI NW FROM TORRANCE.
 DY1731'1.5 MI NW OF THE TORRANCE AIRPORT AT TORRANCE, PACIFIC COAST
 DY1731'HIGHWAY, ON THE NORTH SIDE AT THE SOUTH TORRANCE HIGH SCHOOL,
 DY1731'IN THE SOUTH SIDE OF THE NORTH PILLAR OF THE PEDESTRIAN
 DY1731'OVERCROSSING HARRLEE LANE POC 53-40 1960.  SET VERTICALLY ABOUT
 DY1731'50 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1920 ***********************************************************************
 JT1920  DESIGNATION -  21 6
 JT1920  PID         -  JT1920
 JT1920  STATE/COUNTY-  CA/NAPA
 JT1920  USGS QUAD   -  NAPA (1980)
 JT1920
 JT1920                         *CURRENT SURVEY CONTROL
 JT1920  ___________________________________________________________________
 JT1920* NAD 83(1986)-  38 20 49.     (N)    122 19 18.     (W)     SCALED    
 JT1920* NAVD 88     -        26.56   (+/-2cm)      87.1    (feet)  VERTCON   
 JT1920  ___________________________________________________________________
 JT1920  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1920  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1920
 JT1920.The horizontal coordinates were scaled from a topographic map and have
 JT1920.an estimated accuracy of +/- 6 seconds.
 JT1920
 JT1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1920.The vertical order pertains to the NGVD 29 superseded value.
 JT1920
 JT1920.The geoid height was determined by GEOID03.
 JT1920
 JT1920;                    North         East    Units  Estimated Accuracy
 JT1920;SPC CA 2     -   575,570.    1,971,880.      MT  (+/- 180 meters Scaled)
 JT1920
 JT1920                          SUPERSEDED SURVEY CONTROL
 JT1920
 JT1920  NGVD 29 (??/??/92)   25.76   (m)           84.5    (f) COMPUTED    1 1
 JT1920
 JT1920.Superseded values are not recommended for survey control.
 JT1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1920.See file dsdata.txt to determine how the superseded data were derived.
 JT1920
 JT1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592445(NAD 83)
 JT1920_MARKER: DD = SURVEY DISK
 JT1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1920_SP_SET: CONCRETE POST
 JT1920_MARK LOGO: CA2330
 JT1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1920+STABILITY: SURFACE MOTION
 JT1920
 JT1920  HISTORY     - Date     Condition        Report By
 JT1920  HISTORY     - 1971     MONUMENTED       CA2330
 JT1920
 JT1920                          STATION DESCRIPTION
 JT1920
 JT1920'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1920'AT INTERSECTION OF MOSSWOOD AND SANDALWOOD AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1760 ***********************************************************************
 DY1760  DESIGNATION -  21 66 A LA CO
 DY1760  PID         -  DY1760
 DY1760  STATE/COUNTY-  CA/LOS ANGELES
 DY1760  USGS QUAD   -  TORRANCE (1981)
 DY1760
 DY1760                         *CURRENT SURVEY CONTROL
 DY1760  ___________________________________________________________________
 DY1760* NAD 83(1986)-  33 47 22.     (N)    118 18 05.     (W)     SCALED    
 DY1760* NAVD 88     -        12.52   (+/-2cm)      41.1    (feet)  VERTCON   
 DY1760  ___________________________________________________________________
 DY1760  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY1760  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1760
 DY1760.The horizontal coordinates were scaled from a topographic map and have
 DY1760.an estimated accuracy of +/- 6 seconds.
 DY1760
 DY1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1760.The vertical order pertains to the NGVD 29 superseded value.
 DY1760
 DY1760.The geoid height was determined by GEOID03.
 DY1760
 DY1760;                    North         East    Units  Estimated Accuracy
 DY1760;SPC CA 5     -   532,150.    1,972,090.      MT  (+/- 180 meters Scaled)
 DY1760
 DY1760                          SUPERSEDED SURVEY CONTROL
 DY1760
 DY1760  NGVD 29 (??/??/92)   11.76   (m)           38.6    (f) COMPUTED    1 1
 DY1760
 DY1760.Superseded values are not recommended for survey control.
 DY1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1760.See file dsdata.txt to determine how the superseded data were derived.
 DY1760
 DY1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT795395(NAD 83)
 DY1760_MARKER: Z = SEE DESCRIPTION
 DY1760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1760_SP_SET: WELL
 DY1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1760
 DY1760  HISTORY     - Date     Condition        Report By
 DY1760  HISTORY     - UNK      MONUMENTED       CA1980
 DY1760  HISTORY     - 1970     GOOD             CA1980
 DY1760
 DY1760                          STATION DESCRIPTION
 DY1760
 DY1760'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1970
 DY1760'2.4 MI SE FROM TORRANCE AIRPORT.
 DY1760'2.4 MI SE OF THE TORRANCE AIRPORT IN LOS ANGELES, HARBOR CITY
 DY1760'AREA, PACIFIC COAST HIGHWAY AND BELLE PORTE AVENUE, AT THE
 DY1760'CENTERLINE INTERSECTION, THE WESTERLY BAR OF THE TWO HEXAGONAL
 DY1760'BARS SET ABOUT 15 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED
 DY1760'BY A CAST IRON COVER MARKED CITY OF LA ENGINEERING MONUMENT, 78.7
 DY1760'FEET SW OF PP 126781M ON NE CORNER, 64.7 FEET NW OF PP X309-0600
 DY1760'ON SE CORNER, 80.7 FEET NE OF FIRST HYDRANT ON SW CORNER, 79.0
 DY1760'FEET SE OF FIRE HYDRANT ON NW CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0098 ***********************************************************************
 EU0098  DESIGNATION -  21 A
 EU0098  PID         -  EU0098
 EU0098  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0098  USGS QUAD   -  PARKER NW (1975)
 EU0098
 EU0098                         *CURRENT SURVEY CONTROL
 EU0098  ___________________________________________________________________
 EU0098* NAD 83(1986)-  34 12 06.     (N)    114 29 03.     (W)     SCALED    
 EU0098* NAVD 88     -       297.35   (+/-2cm)     975.6    (feet)  VERTCON   
 EU0098  ___________________________________________________________________
 EU0098  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EU0098  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0098
 EU0098.The horizontal coordinates were scaled from a topographic map and have
 EU0098.an estimated accuracy of +/- 6 seconds.
 EU0098
 EU0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0098.The vertical order pertains to the NGVD 29 superseded value.
 EU0098
 EU0098.The geoid height was determined by GEOID03.
 EU0098
 EU0098;                    North         East    Units  Estimated Accuracy
 EU0098;SPC CA 5     -   583,500.    2,323,960.      MT  (+/- 180 meters Scaled)
 EU0098
 EU0098                          SUPERSEDED SURVEY CONTROL
 EU0098
 EU0098  NGVD 29 (??/??/??)  296.699  (m)          973.42   (f) ADJUSTED    1 1
 EU0098
 EU0098.Superseded values are not recommended for survey control.
 EU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0098.See file dsdata.txt to determine how the superseded data were derived.
 EU0098
 EU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT318873(NAD 83)
 EU0098_MARKER: P = PIPE CAP
 EU0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0098_STAMPING: 21 A
 EU0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0098
 EU0098  HISTORY     - Date     Condition        Report By
 EU0098  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0098  HISTORY     - 1930     GOOD             MWDSC
 EU0098  HISTORY     - 1975     GOOD             MWDSC
 EU0098
 EU0098                          STATION DESCRIPTION
 EU0098
 EU0098'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0098'6 MI N FROM VIDAL.
 EU0098'6.0 MILES NORTH OF VIDAL, SAN BERNARDINO COUNTY, ABOUT 1-1/4 MILES
 EU0098'EAST OF THE VIDAL-NEEDLES ROAD, 700 FEET SOUTHWEST OF PRELIMINARY
 EU0098'LOCATION SURVEY STATION 1147+10, AND ON THE SOUTH END OF A SMALL
 EU0098'RIDGE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0098'STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON
 EU0098'PIPE SET IN CONCRETE AND MARKED WITH A TEE.
 EU0098
 EU0098                          STATION RECOVERY (1975)
 EU0098
 EU0098'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0098'VIDAL JUNCTION, 5 MI. E. OF.  3000 FT. S. AND 1800 FT. E. OF THE NW.
 EU0098'COR. OF SEC. 5, T. 1 N., R. 24 E.  377 FT. NE. OF THE E. END OF CANAL
 EU0098'PORTION OF THE COLORADO RIVER AQUEDUCT.  ABOUT 200 FT. N. OF A MANHOLE
 EU0098'AT MILE STATION 22.10A, ON A SMALL RIDGE.  A 1-INCH GALVANIZED IRON
 EU0098'PIPE WITH BRONZE CAP, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1911 ***********************************************************************
 JT1911  DESIGNATION -  21 A
 JT1911  PID         -  JT1911
 JT1911  STATE/COUNTY-  CA/NAPA
 JT1911  USGS QUAD   -  NAPA (1980)
 JT1911
 JT1911                         *CURRENT SURVEY CONTROL
 JT1911  ___________________________________________________________________
 JT1911* NAD 83(1986)-  38 19 44.     (N)    122 18 17.     (W)     SCALED    
 JT1911* NAVD 88     -        17.13   (+/-2cm)      56.2    (feet)  VERTCON   
 JT1911  ___________________________________________________________________
 JT1911  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1911  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1911
 JT1911.The horizontal coordinates were scaled from a topographic map and have
 JT1911.an estimated accuracy of +/- 6 seconds.
 JT1911
 JT1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1911.The vertical order pertains to the NGVD 29 superseded value.
 JT1911
 JT1911.The geoid height was determined by GEOID03.
 JT1911
 JT1911;                    North         East    Units  Estimated Accuracy
 JT1911;SPC CA 2     -   573,560.    1,973,360.      MT  (+/- 180 meters Scaled)
 JT1911
 JT1911                          SUPERSEDED SURVEY CONTROL
 JT1911
 JT1911  NGVD 29 (??/??/92)   16.34   (m)           53.6    (f) COMPUTED    1 1
 JT1911
 JT1911.Superseded values are not recommended for survey control.
 JT1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1911.See file dsdata.txt to determine how the superseded data were derived.
 JT1911
 JT1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH607425(NAD 83)
 JT1911_MARKER: DD = SURVEY DISK
 JT1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1911_SP_SET: CONCRETE POST
 JT1911_MARK LOGO: CA2330
 JT1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1911+STABILITY: SURFACE MOTION
 JT1911
 JT1911  HISTORY     - Date     Condition        Report By
 JT1911  HISTORY     - 1971     MONUMENTED       CA2330
 JT1911
 JT1911                          STATION DESCRIPTION
 JT1911
 JT1911'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1911'AT INTERSECTION OF JEFFERSON AND SIERRA AVENUES, 10 FEET BY 10 FEET
 JT1911'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0443 ***********************************************************************
 LT0443  DESIGNATION -  21 A USGS
 LT0443  PID         -  LT0443
 LT0443  STATE/COUNTY-  CA/SHASTA
 LT0443  USGS QUAD   -  INWOOD (1985)
 LT0443
 LT0443                         *CURRENT SURVEY CONTROL
 LT0443  ___________________________________________________________________
 LT0443* NAD 83(1986)-  40 30 02.     (N)    121 59 10.     (W)     SCALED    
 LT0443* NAVD 88     -       609.342  (meters)    1999.15   (feet)  ADJUSTED  
 LT0443  ___________________________________________________________________
 LT0443  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 LT0443  DYNAMIC HT  -         608.977 (meters)    1997.95  (feet)  COMP
 LT0443  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 LT0443
 LT0443  VERT ORDER  -  SECOND    CLASS 0
 LT0443
 LT0443.The horizontal coordinates were scaled from a topographic map and have
 LT0443.an estimated accuracy of +/- 6 seconds.
 LT0443
 LT0443.The orthometric height was determined by differential leveling
 LT0443.and adjusted in June 1991.
 LT0443
 LT0443.The geoid height was determined by GEOID03.
 LT0443
 LT0443.The dynamic height is computed by dividing the NAVD 88
 LT0443.geopotential number by the normal gravity value computed on the
 LT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0443.degrees latitude (g = 980.6199 gals.).
 LT0443
 LT0443.The modeled gravity was interpolated from observed gravity values.
 LT0443
 LT0443;                    North         East    Units  Estimated Accuracy
 LT0443;SPC CA 1     -   629,610.    2,001,180.      MT  (+/- 180 meters Scaled)
 LT0443
 LT0443                          SUPERSEDED SURVEY CONTROL
 LT0443
 LT0443  NGVD 29 (??/??/??)  608.504  (m)         1996.40   (f) ADJUSTED    2 0
 LT0443
 LT0443.Superseded values are not recommended for survey control.
 LT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0443.See file dsdata.txt to determine how the superseded data were derived.
 LT0443
 LT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK859838(NAD 83)
 LT0443_MARKER: P = PIPE CAP
 LT0443_SETTING: 80 = SET IN A BOULDER
 LT0443_SP_SET: BOULDER
 LT0443_STAMPING: 21 A 1996 1924
 LT0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0443+STABILITY: SURFACE MOTION
 LT0443
 LT0443  HISTORY     - Date     Condition        Report By
 LT0443  HISTORY     - 1924     MONUMENTED       USGS
 LT0443  HISTORY     - 1957     GOOD             NGS
 LT0443
 LT0443                          STATION DESCRIPTION
 LT0443
 LT0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LT0443'6.3 MI W FROM SHINGLETOWN.
 LT0443'6.3 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE
 LT0443'AND GENERAL STORE AT SHINGLETOWN, IN R1W T31N, IN THE CENTER
 LT0443'OF SECTION 33, AT THE Y JUNCTION OF A TRACK ROAD LEADING
 LT0443'NORTHWEST, AT THE EAST TANGENT TO A CURVE, IN THE TOP OF A 2 BY
 LT0443'2-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1/2 FOOT
 LT0443'ABOVE THE GROUND, 47 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 LT0443'29 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST
 LT0443'OF THE APPROXIMATE CENTER OF A ROCKY WASH, 3.6 FEET NORTH OF
 LT0443'A FENCE, 1.6 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL
 LT0443'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0099 ***********************************************************************
 EU0099  DESIGNATION -  21 B
 EU0099  PID         -  EU0099
 EU0099  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0099  USGS QUAD   -  PARKER NW (1975)
 EU0099
 EU0099                         *CURRENT SURVEY CONTROL
 EU0099  ___________________________________________________________________
 EU0099* NAD 83(1986)-  34 11 59.     (N)    114 27 53.     (W)     SCALED    
 EU0099* NAVD 88     -       298.16   (+/-2cm)     978.2    (feet)  VERTCON   
 EU0099  ___________________________________________________________________
 EU0099  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EU0099  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0099
 EU0099.The horizontal coordinates were scaled from a topographic map and have
 EU0099.an estimated accuracy of +/- 6 seconds.
 EU0099
 EU0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0099.The vertical order pertains to the NGVD 29 superseded value.
 EU0099
 EU0099.The geoid height was determined by GEOID03.
 EU0099
 EU0099;                    North         East    Units  Estimated Accuracy
 EU0099;SPC CA 5     -   583,350.    2,325,760.      MT  (+/- 180 meters Scaled)
 EU0099
 EU0099                          SUPERSEDED SURVEY CONTROL
 EU0099
 EU0099  NGVD 29 (??/??/??)  297.510  (m)          976.08   (f) ADJUSTED    1 1
 EU0099
 EU0099.Superseded values are not recommended for survey control.
 EU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0099.See file dsdata.txt to determine how the superseded data were derived.
 EU0099
 EU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT336872(NAD 83)
 EU0099_MARKER: P = PIPE CAP
 EU0099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0099_STAMPING: 21 B
 EU0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0099
 EU0099  HISTORY     - Date     Condition        Report By
 EU0099  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0099  HISTORY     - 1930     GOOD             MWDSC
 EU0099  HISTORY     - 1975     GOOD             MWDSC
 EU0099
 EU0099                          STATION DESCRIPTION
 EU0099
 EU0099'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0099'6 MI NNE FROM VIDAL.
 EU0099'6.0 MILES NORTH-NORTHEAST OF VIDAL, SAN BERNARDINO COUNTY, 350
 EU0099'FEET SOUTH OF PRELIMINARY LOCATION SURVEY STATION 1080+10, AND
 EU0099'50 FEET WEST OF A WASH.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0099'CALIFORNIA STANDARD CAP, FASTENED ON THE TOP OF A 1-INCH
 EU0099'GALVANIZED-IRON PIPE SET IN CONCRETE AND MARKED WITH A TEE.
 EU0099
 EU0099                          STATION RECOVERY (1975)
 EU0099
 EU0099'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0099'VIDAL JUNCTION, 6 MI. E. OF.  3750 FT. S. AND 2500 FT. E. OF THE NW.
 EU0099'COR. OF SEC. 4, T. 1 N., R. 24 E.  ABOUT 730 FT. S. OF A TRANSITION
 EU0099'STRUCTURE ON THE COLORADO RIVER AQUEDUCT AT MILE STATION 20.96.  IN
 EU0099'THE CENTER OF A BLADED ROAD.  A 1-INCH GALVANIZED IRON PIPE WITH
 EU0099'BRONZE CAP, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1912 ***********************************************************************
 JT1912  DESIGNATION -  21 B
 JT1912  PID         -  JT1912
 JT1912  STATE/COUNTY-  CA/NAPA
 JT1912  USGS QUAD   -  NAPA (1980)
 JT1912
 JT1912                         *CURRENT SURVEY CONTROL
 JT1912  ___________________________________________________________________
 JT1912* NAD 83(1986)-  38 19 58.     (N)    122 18 28.     (W)     SCALED    
 JT1912* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 JT1912  ___________________________________________________________________
 JT1912  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1912  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1912
 JT1912.The horizontal coordinates were scaled from a topographic map and have
 JT1912.an estimated accuracy of +/- 6 seconds.
 JT1912
 JT1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1912.The vertical order pertains to the NGVD 29 superseded value.
 JT1912
 JT1912.The geoid height was determined by GEOID03.
 JT1912
 JT1912;                    North         East    Units  Estimated Accuracy
 JT1912;SPC CA 2     -   573,990.    1,973,090.      MT  (+/- 180 meters Scaled)
 JT1912
 JT1912                          SUPERSEDED SURVEY CONTROL
 JT1912
 JT1912  NGVD 29 (??/??/92)   17.80   (m)           58.4    (f) COMPUTED    1 1
 JT1912
 JT1912.Superseded values are not recommended for survey control.
 JT1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1912.See file dsdata.txt to determine how the superseded data were derived.
 JT1912
 JT1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH605429(NAD 83)
 JT1912_MARKER: DD = SURVEY DISK
 JT1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1912_SP_SET: CONCRETE POST
 JT1912_MARK LOGO: CA2330
 JT1912_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1912+STABILITY: SURFACE MOTION
 JT1912
 JT1912  HISTORY     - Date     Condition        Report By
 JT1912  HISTORY     - 1971     MONUMENTED       CA2330
 JT1912
 JT1912                          STATION DESCRIPTION
 JT1912
 JT1912'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1912'AT INTERSECTION OF JEFFERSON AND TROWER AVENUES, 10 FEET BY 10 FEET
 JT1912'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1010 ***********************************************************************
 JS1010  DESIGNATION -  21 B USGS
 JS1010  PID         -  JS1010
 JS1010  STATE/COUNTY-  CA/SACRAMENTO
 JS1010  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1010
 JS1010                         *CURRENT SURVEY CONTROL
 JS1010  ___________________________________________________________________
 JS1010* NAD 83(1986)-  38 34 35.     (N)    121 29 33.     (W)     SCALED    
 JS1010* NAVD 88     -         7.185  (meters)      23.57   (feet)  ADJUSTED  
 JS1010  ___________________________________________________________________
 JS1010  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JS1010  DYNAMIC HT  -           7.181 (meters)      23.56  (feet)  COMP
 JS1010  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 JS1010
 JS1010  VERT ORDER  -  FIRST     CLASS I
 JS1010
 JS1010.The horizontal coordinates were scaled from a topographic map and have
 JS1010.an estimated accuracy of +/- 6 seconds.
 JS1010
 JS1010.The orthometric height was determined by differential leveling
 JS1010.and adjusted in June 1991.
 JS1010
 JS1010.The geoid height was determined by GEOID03.
 JS1010
 JS1010.The dynamic height is computed by dividing the NAVD 88
 JS1010.geopotential number by the normal gravity value computed on the
 JS1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1010.degrees latitude (g = 980.6199 gals.).
 JS1010
 JS1010.The modeled gravity was interpolated from observed gravity values.
 JS1010
 JS1010;                    North         East    Units  Estimated Accuracy
 JS1010;SPC CA 2     -   601,110.    2,044,220.      MT  (+/- 180 meters Scaled)
 JS1010
 JS1010                          SUPERSEDED SURVEY CONTROL
 JS1010
 JS1010  NGVD 29 (??/??/??)    6.41   (m)           21.0    (f) RESET       3  
 JS1010
 JS1010.Superseded values are not recommended for survey control.
 JS1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1010.See file dsdata.txt to determine how the superseded data were derived.
 JS1010
 JS1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH313708(NAD 83)
 JS1010_MARKER: DD = SURVEY DISK
 JS1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1010_SP_SET: MERIDIAN STONE
 JS1010_STAMPING: 21.427 21 B 1907
 JS1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1010
 JS1010  HISTORY     - Date     Condition        Report By
 JS1010  HISTORY     - 1907     MONUMENTED       USGS
 JS1010  HISTORY     - 1960     GOOD             NGS
 JS1010  HISTORY     - 1968     GOOD             NGS
 JS1010  HISTORY     - 1989     POOR             USPSQD
 JS1010  HISTORY     - 20080404 POOR             GEOCAC
 JS1010
 JS1010                          STATION DESCRIPTION
 JS1010
 JS1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS1010'AT SACRAMENTO.
 JS1010'AT SACRAMENTO, SACRAMENTO COUNTY, ABOUT 300 FT EAST OF THE STATE
 JS1010'CAPITOL, 100 FT SOUTH OF THE MAIN WALK, 30 FT WEST OF A CROSSWALK,
 JS1010'AND IN THE TOP OF A GRANITE MERIDIAN STONE PROJECTING TWO FEET
 JS1010'ABOVE THE GROUND.
 JS1010
 JS1010                          STATION RECOVERY (1968)
 JS1010
 JS1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JS1010'RECOVERED IN GOOD CONDITION.
 JS1010
 JS1010                          STATION RECOVERY (1989)
 JS1010
 JS1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC)
 JS1010'MARK RECOVERED IN POOR CONDITION.
 JS1010
 JS1010                          STATION RECOVERY (2008)
 JS1010
 JS1010'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 JS1010'A SMALL PORTION (BOTTOM EDGE) OF THE MARK HAS BEEN BROKEN AWAY. THE
 JS1010'REMAINDER APPEARS TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1209 ***********************************************************************
 FT1209  DESIGNATION -  21 BIS
 FT1209  PID         -  FT1209
 FT1209  STATE/COUNTY-  CA/KERN
 FT1209  USGS QUAD   -  SALTDALE NW (1967)
 FT1209
 FT1209                         *CURRENT SURVEY CONTROL
 FT1209  ___________________________________________________________________
 FT1209* NAD 83(1986)-  35 23 03.     (N)    117 59 05.     (W)     SCALED    
 FT1209* NAVD 88     -       836.396  (meters)    2744.08   (feet)  ADJUSTED  
 FT1209  ___________________________________________________________________
 FT1209  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FT1209  DYNAMIC HT  -         835.453 (meters)    2740.98  (feet)  COMP
 FT1209  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 FT1209
 FT1209  VERT ORDER  -  FIRST     CLASS II
 FT1209
 FT1209.The horizontal coordinates were scaled from a topographic map and have
 FT1209.an estimated accuracy of +/- 6 seconds.
 FT1209
 FT1209.The orthometric height was determined by differential leveling
 FT1209.and adjusted in June 1991.
 FT1209
 FT1209.The geoid height was determined by GEOID03.
 FT1209
 FT1209.The dynamic height is computed by dividing the NAVD 88
 FT1209.geopotential number by the normal gravity value computed on the
 FT1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1209.degrees latitude (g = 980.6199 gals.).
 FT1209
 FT1209.The modeled gravity was interpolated from observed gravity values.
 FT1209
 FT1209;                    North         East    Units  Estimated Accuracy
 FT1209;SPC CA 5     -   709,010.    2,001,390.      MT  (+/- 180 meters Scaled)
 FT1209
 FT1209                          SUPERSEDED SURVEY CONTROL
 FT1209
 FT1209.No superseded survey control is available for this station.
 FT1209
 FT1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV105160(NAD 83)
 FT1209_MARKER: DB = BENCH MARK DISK
 FT1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1209_SP_SET: CONCRETE POST
 FT1209_STAMPING: 21 BIS 1966 2741
 FT1209_MARK LOGO: USGS  
 FT1209_PROJECTION: PROJECTING 10 CENTIMETERS
 FT1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1209+STABILITY: SURFACE MOTION
 FT1209
 FT1209  HISTORY     - Date     Condition        Report By
 FT1209  HISTORY     - 1966     MONUMENTED       USGS
 FT1209  HISTORY     - 1983     GOOD             NGS
 FT1209
 FT1209                          STATION DESCRIPTION
 FT1209
 FT1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1209'11.3 KM (7.0 MI) NORTH FROM CANTIL.
 FT1209'11.3 KM (7.0 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1209'CANTIL, 1.6 KM (1.0 MI) SOUTH OF THE NORTH ENTRANCE TO ABBOT ROAD,
 FT1209'18.2 METERS (60 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE AND
 FT1209'31.6 METERS (104 FT) SOUTH OF MILEPOST 42.
 FT1209'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FT1209'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9038 ***********************************************************************
 JT9038  DESIGNATION -  21 C
 JT9038  PID         -  JT9038
 JT9038  STATE/COUNTY-  CA/NAPA
 JT9038  USGS QUAD   -  NAPA (1980)
 JT9038
 JT9038                         *CURRENT SURVEY CONTROL
 JT9038  ___________________________________________________________________
 JT9038* NAD 83(1986)-  38 20 12.     (N)    122 18 34.     (W)     SCALED    
 JT9038* NAVD 88     -        19.99   (+/-2cm)      65.6    (feet)  VERTCON   
 JT9038  ___________________________________________________________________
 JT9038  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9038  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9038
 JT9038.The horizontal coordinates were scaled from a topographic map and have
 JT9038.an estimated accuracy of +/- 6 seconds.
 JT9038
 JT9038.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9038.The vertical order pertains to the NGVD 29 superseded value.
 JT9038
 JT9038.The geoid height was determined by GEOID03.
 JT9038
 JT9038;                    North         East    Units  Estimated Accuracy
 JT9038;SPC CA 2     -   574,420.    1,972,950.      MT  (+/- 180 meters Scaled)
 JT9038
 JT9038                          SUPERSEDED SURVEY CONTROL
 JT9038
 JT9038  NGVD 29 (??/??/92)   19.19   (m)           63.0    (f) COMPUTED    2 2
 JT9038
 JT9038.Superseded values are not recommended for survey control.
 JT9038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9038.See file dsdata.txt to determine how the superseded data were derived.
 JT9038
 JT9038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603433(NAD 83)
 JT9038_MARKER: DD = SURVEY DISK
 JT9038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9038_SP_SET: CONCRETE POST
 JT9038_MARK LOGO: CA2330
 JT9038_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9038+STABILITY: SURFACE MOTION
 JT9038
 JT9038  HISTORY     - Date     Condition        Report By
 JT9038  HISTORY     - 1971     MONUMENTED       CA2330
 JT9038
 JT9038                          STATION DESCRIPTION
 JT9038
 JT9038'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9038'ALONG EL CENTRO AVENUE TO EAST, 100 FT (30.5 M) EAST OF BEND, 10 FT
 JT9038'(3.0 M) SOUTH OF CENTERLINE A WELL TYPE CONCRETE MONUMENT WITH A
 JT9038'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0100 ***********************************************************************
 EU0100  DESIGNATION -  21 C
 EU0100  PID         -  EU0100
 EU0100  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0100  USGS QUAD   -  PARKER NW (1975)
 EU0100
 EU0100                         *CURRENT SURVEY CONTROL
 EU0100  ___________________________________________________________________
 EU0100* NAD 83(1986)-  34 12 01.     (N)    114 27 03.     (W)     SCALED    
 EU0100* NAVD 88     -       299.45   (+/-2cm)     982.4    (feet)  VERTCON   
 EU0100  ___________________________________________________________________
 EU0100  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EU0100  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0100
 EU0100.The horizontal coordinates were scaled from a topographic map and have
 EU0100.an estimated accuracy of +/- 6 seconds.
 EU0100
 EU0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0100.The vertical order pertains to the NGVD 29 superseded value.
 EU0100
 EU0100.The geoid height was determined by GEOID03.
 EU0100
 EU0100;                    North         East    Units  Estimated Accuracy
 EU0100;SPC CA 5     -   583,450.    2,327,040.      MT  (+/- 180 meters Scaled)
 EU0100
 EU0100                          SUPERSEDED SURVEY CONTROL
 EU0100
 EU0100  NGVD 29 (??/??/??)  298.808  (m)          980.34   (f) ADJUSTED    1 1
 EU0100
 EU0100.Superseded values are not recommended for survey control.
 EU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0100.See file dsdata.txt to determine how the superseded data were derived.
 EU0100
 EU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT348873(NAD 83)
 EU0100_MARKER: P = PIPE CAP
 EU0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0100_STAMPING: 21 C
 EU0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0100
 EU0100  HISTORY     - Date     Condition        Report By
 EU0100  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0100  HISTORY     - 1949     MARK NOT FOUND   NGS
 EU0100  HISTORY     - 1975     GOOD             MWDSC
 EU0100
 EU0100                          STATION DESCRIPTION
 EU0100
 EU0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EU0100'6.5 MI NNE FROM VIDAL.
 EU0100'6.5 MILES NORTH NORTHEAST OF VIDAL, SAN BERNARDINO COUNTY, ABOUT
 EU0100'300 FEET SOUTH OF PRELIMINARY LOCATION SURVEY STATION 1029+90.  A
 EU0100'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0100'CAP, FASTENED ON THE TOP OF A 1-INCH GALVANIZED-IRON PIPE SET IN
 EU0100'CONCRETE AND MARKED WITH A TEE.
 EU0100
 EU0100                          STATION RECOVERY (1975)
 EU0100
 EU0100'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0100'VIDAL JUNCTION, 7 MI. E. OF.  4150 FT. S. AND 1000 FT. E. OF THE NW.
 EU0100'COR. OF SEC. 3, T. 1 N., R. 24 E.  ABOUT 1000 FT. E. ALONG THE
 EU0100'COLORADO RIVER AQUEDUCT FROM A MANHOLE AT MILE STATION 20.23 TO A
 EU0100'BREAK IN THE BERM ON THE S. SIDE OF THE AQUEDUCT PATROL ROAD.  THENCE
 EU0100'APPROXIMATELY 1600 FT. S. ALONG RIDGE LINE TO THE B.M.  A 1-INCH
 EU0100'GALVANIZED IRON PIPE WITH BRONZE CAP, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0218 ***********************************************************************
 MX0218  DESIGNATION -  21 C USGS
 MX0218  PID         -  MX0218
 MX0218  STATE/COUNTY-  CA/TRINITY
 MX0218  USGS QUAD   -  CARRVILLE (1986)
 MX0218
 MX0218                         *CURRENT SURVEY CONTROL
 MX0218  ___________________________________________________________________
 MX0218* NAD 83(1986)-  41 06 51.     (N)    122 42 22.     (W)     SCALED    
 MX0218* NAVD 88     -       788.086  (meters)    2585.58   (feet)  ADJUSTED  
 MX0218  ___________________________________________________________________
 MX0218  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 MX0218  DYNAMIC HT  -         787.600 (meters)    2583.98  (feet)  COMP
 MX0218  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 MX0218
 MX0218  VERT ORDER  -  SECOND    CLASS 0
 MX0218
 MX0218.The horizontal coordinates were scaled from a topographic map and have
 MX0218.an estimated accuracy of +/- 6 seconds.
 MX0218
 MX0218.The orthometric height was determined by differential leveling
 MX0218.and adjusted in June 1991.
 MX0218
 MX0218.The geoid height was determined by GEOID03.
 MX0218
 MX0218.The dynamic height is computed by dividing the NAVD 88
 MX0218.geopotential number by the normal gravity value computed on the
 MX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0218.degrees latitude (g = 980.6199 gals.).
 MX0218
 MX0218.The modeled gravity was interpolated from observed gravity values.
 MX0218
 MX0218;                    North         East    Units  Estimated Accuracy
 MX0218;SPC CA 1     -   697,980.    1,940,700.      MT  (+/- 180 meters Scaled)
 MX0218
 MX0218                          SUPERSEDED SURVEY CONTROL
 MX0218
 MX0218  NGVD 29 (??/??/??)  787.119  (m)         2582.41   (f) ADJUSTED    2 0
 MX0218
 MX0218.Superseded values are not recommended for survey control.
 MX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0218.See file dsdata.txt to determine how the superseded data were derived.
 MX0218
 MX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL246514(NAD 83)
 MX0218_MARKER: DB = BENCH MARK DISK
 MX0218_SETTING: 66 = SET IN ROCK OUTCROP
 MX0218_SP_SET: ROCK OUTCROP
 MX0218_STAMPING: 21 C 1931
 MX0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MX0218+STABILITY: POSITION/ELEVATION WELL
 MX0218
 MX0218  HISTORY     - Date     Condition        Report By
 MX0218  HISTORY     - 1931     MONUMENTED       USGS
 MX0218  HISTORY     - 1935     GOOD             NGS
 MX0218
 MX0218                          STATION DESCRIPTION
 MX0218
 MX0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MX0218'3.6 MI N FROM CARRVILLE.
 MX0218'3.6 MILES NORTH ALONG THE WEAVERVILLE-CALLAHAN ROAD FROM CARRVILLE,
 MX0218'TRINITY COUNTY, 70 FEET WEST OF THE CENTERLINE OF THE ROAD, IN
 MX0218'THE TOP OF A LARGE ROCK OUTCROP, AND ABOUT 25 FEET ABOVE THE
 MX0218'LEVEL OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MX0218'DISK, STAMPED 21 C 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0498 ***********************************************************************
 HS0498  DESIGNATION -  21 CAHD
 HS0498  PID         -  HS0498
 HS0498  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0498  USGS QUAD   -  LATHROP (1987)
 HS0498
 HS0498                         *CURRENT SURVEY CONTROL
 HS0498  ___________________________________________________________________
 HS0498* NAD 83(1986)-  37 50 07.     (N)    121 17 10.     (W)     SCALED    
 HS0498* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 HS0498  ___________________________________________________________________
 HS0498  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HS0498  VERT ORDER  -  THIRD (See Below)
 HS0498
 HS0498.The horizontal coordinates were scaled from a topographic map and have
 HS0498.an estimated accuracy of +/- 6 seconds.
 HS0498
 HS0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0498.The vertical order pertains to the NGVD 29 superseded value.
 HS0498
 HS0498.The geoid height was determined by GEOID03.
 HS0498
 HS0498;                    North         East    Units  Estimated Accuracy
 HS0498;SPC CA 3     -   648,480.    1,930,810.      MT  (+/- 180 meters Scaled)
 HS0498
 HS0498                          SUPERSEDED SURVEY CONTROL
 HS0498
 HS0498  NGVD 29 (??/??/??)    3.60   (m)           11.8    (f) RESET       3  
 HS0498
 HS0498.Superseded values are not recommended for survey control.
 HS0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0498.See file dsdata.txt to determine how the superseded data were derived.
 HS0498
 HS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG508889(NAD 83)
 HS0498_MARKER: DD = SURVEY DISK
 HS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0498+STABILITY: SURFACE MOTION
 HS0498
 HS0498  HISTORY     - Date     Condition        Report By
 HS0498  HISTORY     - UNK      MONUMENTED       CADH
 HS0498  HISTORY     - 1959     GOOD             NGS
 HS0498
 HS0498                          STATION DESCRIPTION
 HS0498
 HS0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0498'3.5 MI S FROM FRENCH CAMP.
 HS0498'3.5 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 HS0498'OF MATHEWS ROAD AT FRENCH CAMP, AT THE T JUNCTION OF DE LIMA
 HS0498'ROAD LEADING WEST, 83 FEET WEST OF THE CENTER LINE OF THE EAST
 HS0498'TRAFFIC LANES OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE
 HS0498'OF THE WEST TRAFFIC LANES, 84 FEET SOUTH OF THE CENTER LINE OF AN
 HS0498'ASPHALT CROSSOVER BETWEEN THE TRAFFIC LANES, 1.7 FEET NORTH OF
 HS0498'A METAL STATION MARKER PAINTED MON 21, ABOUT 2 FEET LOWER THAN
 HS0498'THE WEST LANES, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HS0498'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1913 ***********************************************************************
 JT1913  DESIGNATION -  21 D
 JT1913  PID         -  JT1913
 JT1913  STATE/COUNTY-  CA/NAPA
 JT1913  USGS QUAD   -  NAPA (1980)
 JT1913
 JT1913                         *CURRENT SURVEY CONTROL
 JT1913  ___________________________________________________________________
 JT1913* NAD 83(1986)-  38 20 09.     (N)    122 18 34.     (W)     SCALED    
 JT1913* NAVD 88     -        19.74   (+/-2cm)      64.8    (feet)  VERTCON   
 JT1913  ___________________________________________________________________
 JT1913  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JT1913  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1913
 JT1913.The horizontal coordinates were scaled from a topographic map and have
 JT1913.an estimated accuracy of +/- 6 seconds.
 JT1913
 JT1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1913.The vertical order pertains to the NGVD 29 superseded value.
 JT1913
 JT1913.The geoid height was determined by GEOID03.
 JT1913
 JT1913;                    North         East    Units  Estimated Accuracy
 JT1913;SPC CA 2     -   574,330.    1,972,950.      MT  (+/- 180 meters Scaled)
 JT1913
 JT1913                          SUPERSEDED SURVEY CONTROL
 JT1913
 JT1913  NGVD 29 (??/??/92)   18.95   (m)           62.2    (f) COMPUTED    1 1
 JT1913
 JT1913.Superseded values are not recommended for survey control.
 JT1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1913.See file dsdata.txt to determine how the superseded data were derived.
 JT1913
 JT1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603433(NAD 83)
 JT1913_MARKER: DD = SURVEY DISK
 JT1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1913_SP_SET: CONCRETE POST
 JT1913_MARK LOGO: CA2330
 JT1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1913+STABILITY: SURFACE MOTION
 JT1913
 JT1913  HISTORY     - Date     Condition        Report By
 JT1913  HISTORY     - 1971     MONUMENTED       CA2330
 JT1913
 JT1913                          STATION DESCRIPTION
 JT1913
 JT1913'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1913'ALONG EL CENTRO AVENUE TO EAST, AT BEND, 10 FT (3.0 M) SOUTH OF
 JT1913'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0101 ***********************************************************************
 EU0101  DESIGNATION -  21 D
 EU0101  PID         -  EU0101
 EU0101  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0101  USGS QUAD   -  PARKER NW (1975)
 EU0101
 EU0101                         *CURRENT SURVEY CONTROL
 EU0101  ___________________________________________________________________
 EU0101* NAD 83(1986)-  34 12 25.     (N)    114 25 43.     (W)     SCALED    
 EU0101* NAVD 88     -       304.67   (+/-2cm)     999.6    (feet)  VERTCON   
 EU0101  ___________________________________________________________________
 EU0101  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EU0101  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0101
 EU0101.The horizontal coordinates were scaled from a topographic map and have
 EU0101.an estimated accuracy of +/- 6 seconds.
 EU0101
 EU0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0101.The vertical order pertains to the NGVD 29 superseded value.
 EU0101
 EU0101.The geoid height was determined by GEOID03.
 EU0101
 EU0101;                    North         East    Units  Estimated Accuracy
 EU0101;SPC CA 5     -   584,260.    2,329,060.      MT  (+/- 180 meters Scaled)
 EU0101
 EU0101                          SUPERSEDED SURVEY CONTROL
 EU0101
 EU0101  NGVD 29 (??/??/??)  304.023  (m)          997.45   (f) ADJUSTED    1 2
 EU0101
 EU0101.Superseded values are not recommended for survey control.
 EU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0101.See file dsdata.txt to determine how the superseded data were derived.
 EU0101
 EU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT369880(NAD 83)
 EU0101_MARKER: DD = SURVEY DISK
 EU0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0101_STAMPING: 21 D
 EU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0101+STABILITY: SURFACE MOTION
 EU0101
 EU0101  HISTORY     - Date     Condition        Report By
 EU0101  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0101  HISTORY     - 1949     MARK NOT FOUND   NGS
 EU0101  HISTORY     - 1969     MARK NOT FOUND   USGS
 EU0101
 EU0101                          STATION DESCRIPTION
 EU0101
 EU0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EU0101'7.5 MI NE FROM VIDAL.
 EU0101'7.5 MILES NORTHEAST OF VIDAL, SAN BERNARDINO COUNTY, ABOUT 3000
 EU0101'FEET WEST OF THE PARKER-NEEDLES ROAD, ABOUT 500 FEET EAST OF
 EU0101'PRELIMINARY LOCATION SURVEY STATION 947+90, AND ABOUT 400 FEET
 EU0101'NORTHWEST OF STATION 940+80.  A METROPOLITAN WATER DISTRICT OF
 EU0101'SOUTHERN CALIFORNIA STANDARD DISK, SET IN CONCRETE AND SURROUNDED
 EU0101'BY A FENCE.
 EU0101
 EU0101                          STATION RECOVERY (1969)
 EU0101
 EU0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EU0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0551 ***********************************************************************
 GS0551  DESIGNATION -  21 D
 GS0551  PID         -  GS0551
 GS0551  STATE/COUNTY-  CA/INYO
 GS0551  USGS QUAD   -  EMIGRANT CANYON (1986)
 GS0551
 GS0551                         *CURRENT SURVEY CONTROL
 GS0551  ___________________________________________________________________
 GS0551* NAD 83(1986)-  36 27 40.     (N)    117 14 15.     (W)     SCALED    
 GS0551* NAVD 88     -       947.701  (meters)    3109.25   (feet)  ADJUSTED  
 GS0551  ___________________________________________________________________
 GS0551  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GS0551  DYNAMIC HT  -         946.704 (meters)    3105.98  (feet)  COMP
 GS0551  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 GS0551
 GS0551  VERT ORDER  -  FIRST     CLASS II
 GS0551
 GS0551.The horizontal coordinates were scaled from a topographic map and have
 GS0551.an estimated accuracy of +/- 6 seconds.
 GS0551
 GS0551.The orthometric height was determined by differential leveling
 GS0551.and adjusted in June 1991.
 GS0551
 GS0551.The geoid height was determined by GEOID03.
 GS0551
 GS0551.The dynamic height is computed by dividing the NAVD 88
 GS0551.geopotential number by the normal gravity value computed on the
 GS0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0551.degrees latitude (g = 980.6199 gals.).
 GS0551
 GS0551.The modeled gravity was interpolated from observed gravity values.
 GS0551
 GS0551;                    North         East    Units  Estimated Accuracy
 GS0551;SPC CA 4     -   626,590.    2,157,970.      MT  (+/- 180 meters Scaled)
 GS0551
 GS0551                          SUPERSEDED SURVEY CONTROL
 GS0551
 GS0551  NGVD 29 (05/01/91)  946.810  (m)         3106.33   (f) ADJUSTED    1 2
 GS0551
 GS0551.Superseded values are not recommended for survey control.
 GS0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0551.See file dsdata.txt to determine how the superseded data were derived.
 GS0551
 GS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA787351(NAD 83)
 GS0551_MARKER: DB = BENCH MARK DISK
 GS0551_SETTING: 80 = SET IN A BOULDER
 GS0551_SP_SET: BOULDER
 GS0551_STAMPING: 21 D 3109 1948
 GS0551_MARK LOGO: USGS  
 GS0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GS0551
 GS0551  HISTORY     - Date     Condition        Report By
 GS0551  HISTORY     - 1948     MONUMENTED       USGS
 GS0551  HISTORY     - 1983     GOOD             NGS
 GS0551
 GS0551                          STATION DESCRIPTION
 GS0551
 GS0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GS0551'18.6 KM (11.6 MI) SW FROM STOVEPIPE WELLS.
 GS0551'18.6 KM (11.6 MI) SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE HOTEL AT
 GS0551'STOVEPIPE WELLS, IN THE TOP OF A 2 BY 3 FOOT BROWN VOLCANIC BOULDER
 GS0551'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND, 96.2 METERS
 GS0551'(315.5 FT) NORTH OF MILEPOST 74, 21.8 METERS (71.5 FT) WEST OF THE
 GS0551'HIGHWAY CENTERLINE AND 7.9 METERS (26 FT) EAST OF THE EAST BANK OF A
 GS0551'DRY WASH.
 GS0551'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 GS0551'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0102 ***********************************************************************
 EU0102  DESIGNATION -  21 E
 EU0102  PID         -  EU0102
 EU0102  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0102  USGS QUAD   -  PARKER NW (1975)
 EU0102
 EU0102                         *CURRENT SURVEY CONTROL
 EU0102  ___________________________________________________________________
 EU0102* NAD 83(1986)-  34 12 27.     (N)    114 24 33.     (W)     SCALED    
 EU0102* NAVD 88     -       304.67   (+/-2cm)     999.6    (feet)  VERTCON   
 EU0102  ___________________________________________________________________
 EU0102  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EU0102  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0102
 EU0102.The horizontal coordinates were scaled from a topographic map and have
 EU0102.an estimated accuracy of +/- 6 seconds.
 EU0102
 EU0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0102.The vertical order pertains to the NGVD 29 superseded value.
 EU0102
 EU0102.The geoid height was determined by GEOID03.
 EU0102
 EU0102;                    North         East    Units  Estimated Accuracy
 EU0102;SPC CA 5     -   584,390.    2,330,850.      MT  (+/- 180 meters Scaled)
 EU0102
 EU0102                          SUPERSEDED SURVEY CONTROL
 EU0102
 EU0102  NGVD 29 (??/??/??)  304.022  (m)          997.45   (f) ADJUSTED    1 1
 EU0102
 EU0102.Superseded values are not recommended for survey control.
 EU0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0102.See file dsdata.txt to determine how the superseded data were derived.
 EU0102
 EU0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT387881(NAD 83)
 EU0102_MARKER: DD = SURVEY DISK
 EU0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EU0102_STAMPING: 21 E
 EU0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0102
 EU0102  HISTORY     - Date     Condition        Report By
 EU0102  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0102  HISTORY     - 1930     GOOD             MWDSC
 EU0102  HISTORY     - 1975     GOOD             MWDSC
 EU0102
 EU0102                          STATION DESCRIPTION
 EU0102
 EU0102'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0102'8.8 MI NE FROM VIDAL.
 EU0102'ABOUT 8-3/4 MILES NORTHEAST OF VIDAL, SAN BERNARDINO COUNTY,
 EU0102'ABOUT 1/2 MILE EAST OF THE PARKER-NEEDLES ROAD, ABOUT 1/2 MILE
 EU0102'SOUTH OF HILLS, AND 300 FEET NORTH OF PRELIMINARY LOCATION SURVEY
 EU0102'STATION 879+30.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0102'CALIFORNIA STANDARD DISK, SET IN CONCRETE AND SURROUNDED BY A FENCE.
 EU0102
 EU0102                          STATION RECOVERY (1975)
 EU0102
 EU0102'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0102'EARP, 7 MI. NW. OF.  2000 FT. W. AND 900 FT. S. OF THE NE. COR. OF
 EU0102'SEC. 1, T. 1 N., R. 24 E.  ABOUT 1000 FT. W. OF A TRANSITION STRUCTURE
 EU0102'ON THE COLORADO RIVER AQUEDUCT AT MILE STATION 17.49.  600 FT. E. OF A
 EU0102'MANHOLE AT MILE STATION 17.81, 40 FT. N. OF THE CENTERLINE OF THE
 EU0102'AQUEDUCT.  A STANDARD METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0102'CALIFORNIA BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1921 ***********************************************************************
 JT1921  DESIGNATION -  21 E A
 JT1921  PID         -  JT1921
 JT1921  STATE/COUNTY-  CA/NAPA
 JT1921  USGS QUAD   -  NAPA (1980)
 JT1921
 JT1921                         *CURRENT SURVEY CONTROL
 JT1921  ___________________________________________________________________
 JT1921* NAD 83(1986)-  38 20 13.     (N)    122 18 37.     (W)     SCALED    
 JT1921* NAVD 88     -        21.02   (+/-2cm)      69.0    (feet)  VERTCON   
 JT1921  ___________________________________________________________________
 JT1921  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT1921  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1921
 JT1921.The horizontal coordinates were scaled from a topographic map and have
 JT1921.an estimated accuracy of +/- 6 seconds.
 JT1921
 JT1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1921.The vertical order pertains to the NGVD 29 superseded value.
 JT1921
 JT1921.The geoid height was determined by GEOID03.
 JT1921
 JT1921;                    North         East    Units  Estimated Accuracy
 JT1921;SPC CA 2     -   574,450.    1,972,870.      MT  (+/- 180 meters Scaled)
 JT1921
 JT1921                          SUPERSEDED SURVEY CONTROL
 JT1921
 JT1921  NGVD 29 (??/??/92)   20.22   (m)           66.3    (f) COMPUTED    1 1
 JT1921
 JT1921.Superseded values are not recommended for survey control.
 JT1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1921.See file dsdata.txt to determine how the superseded data were derived.
 JT1921
 JT1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602434(NAD 83)
 JT1921_MARKER: S = SPIKE
 JT1921_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 JT1921_SP_SET: POWER POLE
 JT1921_MARK LOGO: NONE  
 JT1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1921
 JT1921  HISTORY     - Date     Condition        Report By
 JT1921  HISTORY     - 1971     MONUMENTED       CA2330
 JT1921
 JT1921                          STATION DESCRIPTION
 JT1921
 JT1921'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1921'ALONG EL CENTRO AVENUE TO WEST AND INTERSECTION OF FREEMAN, A RAILROAD
 JT1921'SPIKE IN POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1914 ***********************************************************************
 JT1914  DESIGNATION -  21 F
 JT1914  PID         -  JT1914
 JT1914  STATE/COUNTY-  CA/NAPA
 JT1914  USGS QUAD   -  NAPA (1980)
 JT1914
 JT1914                         *CURRENT SURVEY CONTROL
 JT1914  ___________________________________________________________________
 JT1914* NAD 83(1986)-  38 20 23.     (N)    122 18 44.     (W)     SCALED    
 JT1914* NAVD 88     -        21.29   (+/-2cm)      69.8    (feet)  VERTCON   
 JT1914  ___________________________________________________________________
 JT1914  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT1914  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1914
 JT1914.The horizontal coordinates were scaled from a topographic map and have
 JT1914.an estimated accuracy of +/- 6 seconds.
 JT1914
 JT1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1914.The vertical order pertains to the NGVD 29 superseded value.
 JT1914
 JT1914.The geoid height was determined by GEOID03.
 JT1914
 JT1914;                    North         East    Units  Estimated Accuracy
 JT1914;SPC CA 2     -   574,760.    1,972,700.      MT  (+/- 180 meters Scaled)
 JT1914
 JT1914                          SUPERSEDED SURVEY CONTROL
 JT1914
 JT1914  NGVD 29 (??/??/92)   20.49   (m)           67.2    (f) COMPUTED    1 1
 JT1914
 JT1914.Superseded values are not recommended for survey control.
 JT1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1914.See file dsdata.txt to determine how the superseded data were derived.
 JT1914
 JT1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH601437(NAD 83)
 JT1914_MARKER: DD = SURVEY DISK
 JT1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1914_SP_SET: CONCRETE POST
 JT1914_MARK LOGO: CA2330
 JT1914_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1914+STABILITY: SURFACE MOTION
 JT1914
 JT1914  HISTORY     - Date     Condition        Report By
 JT1914  HISTORY     - 1971     MONUMENTED       CA2330
 JT1914
 JT1914                          STATION DESCRIPTION
 JT1914
 JT1914'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1914'AT INTERSECTION OF FREEMAN AND DARLING AVENUES, 10 FT (3.0 M) SOUTH OF
 JT1914'THE CENTERLINE, WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1914'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0103 ***********************************************************************
 EU0103  DESIGNATION -  21 F
 EU0103  PID         -  EU0103
 EU0103  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0103  USGS QUAD   -  PARKER NW (1975)
 EU0103
 EU0103                         *CURRENT SURVEY CONTROL
 EU0103  ___________________________________________________________________
 EU0103* NAD 83(1986)-  34 12 22.     (N)    114 23 31.     (W)     SCALED    
 EU0103* NAVD 88     -       308.28   (+/-2cm)    1011.4    (feet)  VERTCON   
 EU0103  ___________________________________________________________________
 EU0103  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EU0103  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0103
 EU0103.The horizontal coordinates were scaled from a topographic map and have
 EU0103.an estimated accuracy of +/- 6 seconds.
 EU0103
 EU0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0103.The vertical order pertains to the NGVD 29 superseded value.
 EU0103
 EU0103.The geoid height was determined by GEOID03.
 EU0103
 EU0103;                    North         East    Units  Estimated Accuracy
 EU0103;SPC CA 5     -   584,290.    2,332,440.      MT  (+/- 180 meters Scaled)
 EU0103
 EU0103                          SUPERSEDED SURVEY CONTROL
 EU0103
 EU0103  NGVD 29 (??/??/??)  307.633  (m)         1009.29   (f) ADJUSTED    1 1
 EU0103
 EU0103.Superseded values are not recommended for survey control.
 EU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0103.See file dsdata.txt to determine how the superseded data were derived.
 EU0103
 EU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT402880(NAD 83)
 EU0103_MARKER: DD = SURVEY DISK
 EU0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0103_STAMPING: 21 F
 EU0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0103+STABILITY: SURFACE MOTION
 EU0103
 EU0103  HISTORY     - Date     Condition        Report By
 EU0103  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0103  HISTORY     - 1969     GOOD             USGS
 EU0103  HISTORY     - 1975     GOOD             MWDSC
 EU0103
 EU0103                          STATION DESCRIPTION
 EU0103
 EU0103'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0103'9 MI E FROM VIDAL.
 EU0103'FROM THE P.O. AT EARP, CA., PROCEED NW. ON M D HYW. TOWARDS VIDAL
 EU0103'JUNCTION 11.6 MI. TO T-RD N. TURN RT ON GRADED RD. 0.3 MI. TO RD.
 EU0103'TAKE RT. FORK NE. PASSING BY WHITE HOUSE 0.2 MI. TO RD. FORKS,
 EU0103'AND AQUEDUCT STATION 22.27.  TURN RT. E. ON RD. FOLLOWING AQUEDUCT,
 EU0103'5.5 MI. TO DRAIN X-ING AT AIR VENT STA. 16.71, TURN RT. DOWN
 EU0103'DRAIN (CROSS-COUNTRY) 0.05 MI., TURN LT SE. TOWARDS TOP OF RIDGE
 EU0103'0.1 MI TO BM ON TOP OF RIDGE 200 FT E OF DRAIN.  A M D STANDARD
 EU0103'DISK SET IN A CONCRETE POST 1 FOOT SQUARE STAMPED 21 F.
 EU0103
 EU0103                          STATION RECOVERY (1975)
 EU0103
 EU0103'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0103'EARP, 6 MI. NW. OF.  3300 FT. E. AND 1300 FT. S. OF THE NE. COR. OF
 EU0103'SEC. 1, T. 1 N., R. 24 E.  600 FT. S. OF A MANHOLE ON THE COLORADO
 EU0103'RIVER AQUEDUCT AT MILE STATION 16.71, ON TOP OF RIDGE.  A STANDARD
 EU0103'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA BRONZE DISK SET IN
 EU0103'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4895 ***********************************************************************
 EW4895  DESIGNATION -  21 F 40 CAHD
 EW4895  PID         -  EW4895
 EW4895  STATE/COUNTY-  CA/LOS ANGELES
 EW4895  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4895
 EW4895                         *CURRENT SURVEY CONTROL
 EW4895  ___________________________________________________________________
 EW4895* NAD 83(1986)-  34 21 22.     (N)    118 33 14.     (W)     SCALED    
 EW4895* NAVD 88     -       418.33   (+/-2cm)    1372.5    (feet)  VERTCON   
 EW4895  ___________________________________________________________________
 EW4895  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW4895  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4895
 EW4895.The horizontal coordinates were scaled from a topographic map and have
 EW4895.an estimated accuracy of +/- 6 seconds.
 EW4895
 EW4895.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4895.The vertical order pertains to the NGVD 29 superseded value.
 EW4895
 EW4895.The geoid height was determined by GEOID03.
 EW4895
 EW4895;                    North         East    Units  Estimated Accuracy
 EW4895;SPC CA 5     -   595,100.    1,949,050.      MT  (+/- 180 meters Scaled)
 EW4895
 EW4895                          SUPERSEDED SURVEY CONTROL
 EW4895
 EW4895  NGVD 29 (??/??/92)  417.491  (m)         1369.72   (f) ADJ UNCH    1 1
 EW4895
 EW4895.Superseded values are not recommended for survey control.
 EW4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4895.See file dsdata.txt to determine how the superseded data were derived.
 EW4895
 EW4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU570027(NAD 83)
 EW4895_MARKER: DD = SURVEY DISK
 EW4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4895_STAMPING: 21-F-40
 EW4895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4895+STABILITY: SURFACE MOTION
 EW4895
 EW4895  HISTORY     - Date     Condition        Report By
 EW4895  HISTORY     - UNK      MONUMENTED       CADH
 EW4895  HISTORY     - 1968     GOOD
 EW4895  HISTORY     - 1971     GOOD             CA1980
 EW4895  HISTORY     - 1973     GOOD             CA-037
 EW4895
 EW4895                          STATION DESCRIPTION
 EW4895
 EW4895'DESCRIBED 1968
 EW4895'NEAR VALENCIA.
 EW4895'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 1.7 MILES SOUTHEASTERLY
 EW4895'ALONG THE FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE, 89 FEET
 EW4895'SOUTHWESTERLY OF CENTER LINE CONSTRUCTION STATION 185+28, 67.8
 EW4895'FEET SOUTHEAST OF POWER POLE NO. 589177E, 6 FEET EAST OF A
 EW4895'BARBED WIRE FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH
 EW4895'WITH THE GROUND.  NOTE-- FORMER GOLDEN STATE HIGHWAY IS NOW
 EW4895'A FRONTAGE ROAD SOUTHERLY OF AND PARALLEL TO THE GOLDEN STATE
 EW4895'FREEWAY.
 EW4895
 EW4895                          STATION RECOVERY (1971)
 EW4895
 EW4895'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4895'RECOVERED IN GOOD CONDITION.
 EW4895
 EW4895                          STATION RECOVERY (1973)
 EW4895
 EW4895'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4895'GOLDEN STATE FREEWAY, 1.7 MILES SOUTHEASTERLY ALONG THE FREEWAY FROM
 EW4895'ITS JUNCTION WITH LYONS AVENUE 89 FEET SOUTHWESTERLY OF CENTER LINE
 EW4895'CONSTRUCTION STATION 185+28, 67.8 FEET SOUTHEAST OF POWER POLE NO.
 EW4895'589177E, 6 FEET EAST OF A BARBED WIRE FENCE.  SET IN TOP OF A CONCRETE
 EW4895'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4894 ***********************************************************************
 EW4894  DESIGNATION -  21 F 52 CAHD
 EW4894  PID         -  EW4894
 EW4894  STATE/COUNTY-  CA/LOS ANGELES
 EW4894  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4894
 EW4894                         *CURRENT SURVEY CONTROL
 EW4894  ___________________________________________________________________
 EW4894* NAD 83(1986)-  34 21 18.     (N)    118 33 11.     (W)     SCALED    
 EW4894* NAVD 88     -       423.76   (+/-2cm)    1390.3    (feet)  VERTCON   
 EW4894  ___________________________________________________________________
 EW4894  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW4894  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4894
 EW4894.The horizontal coordinates were scaled from a topographic map and have
 EW4894.an estimated accuracy of +/- 6 seconds.
 EW4894
 EW4894.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4894.The vertical order pertains to the NGVD 29 superseded value.
 EW4894
 EW4894.The geoid height was determined by GEOID03.
 EW4894
 EW4894;                    North         East    Units  Estimated Accuracy
 EW4894;SPC CA 5     -   594,980.    1,949,120.      MT  (+/- 180 meters Scaled)
 EW4894
 EW4894                          SUPERSEDED SURVEY CONTROL
 EW4894
 EW4894  NGVD 29 (??/??/92)  422.924  (m)         1387.54   (f) ADJ UNCH    1 1
 EW4894
 EW4894.Superseded values are not recommended for survey control.
 EW4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4894.See file dsdata.txt to determine how the superseded data were derived.
 EW4894
 EW4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU571026(NAD 83)
 EW4894_MARKER: DD = SURVEY DISK
 EW4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4894+STABILITY: SURFACE MOTION
 EW4894
 EW4894  HISTORY     - Date     Condition        Report By
 EW4894  HISTORY     - UNK      MONUMENTED       CADH
 EW4894  HISTORY     - 1968     GOOD
 EW4894  HISTORY     - 1971     GOOD             CA1980
 EW4894  HISTORY     - 1973     GOOD             CA-037
 EW4894
 EW4894                          STATION DESCRIPTION
 EW4894
 EW4894'DESCRIBED 1968
 EW4894'NEAR NEWHALL.
 EW4894'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 1.9 MILES SOUTHEASTERLY
 EW4894'ALONG THE FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE, ON CENTER
 EW4894'LINE CONSTRUCTION STATION 180+45.96 B.C.  SET IN THE TOP OF AN
 EW4894'IRREGULAR CONCRETE POST 12 INCHES BELOW THE GROUND SURFACE.
 EW4894'NOTE-- 1966 - REPORTED LEANING NORTHWESTERLY.  NOTE-- FORMER
 EW4894'GOLDEN STATE HIGHWAY IS NOW A FRONTAGE ROAD SOUTHERLY OF AND
 EW4894'PARALLEL TO THE GOLDEN STATE FREEWAY.
 EW4894
 EW4894                          STATION RECOVERY (1971)
 EW4894
 EW4894'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4894'RECOVERED IN GOOD CONDITION.
 EW4894
 EW4894                          STATION RECOVERY (1973)
 EW4894
 EW4894'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4894'GOLDEN STATE FREEWAY, 1.9 MILES SOUTHEASTERLY ALONG THE FREEWAY FROM
 EW4894'ITS JUNCTION WITH LYONS AVENUE, ON CENTER LINE CONSTRUCTION STATION
 EW4894'180+45.96 BC.  SET IN THE TOP OF AN IRREGULAR CONCRETE POST 12 INCHES
 EW4894'BELOW THE GROUND SURFACE.  NOTE-- 11-2-66 REPORTED LEANING
 EW4894'NORTHWESTERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2283 ***********************************************************************
 EV2283  DESIGNATION -  21 FMK
 EV2283  PID         -  EV2283
 EV2283  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2283  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2283
 EV2283                         *CURRENT SURVEY CONTROL
 EV2283  ___________________________________________________________________
 EV2283* NAD 83(1986)-  34 59 51.     (N)    117 37 50.     (W)     SCALED    
 EV2283* NAVD 88     -       760.758  (meters)    2495.92   (feet)  ADJUSTED  
 EV2283  ___________________________________________________________________
 EV2283  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV2283  DYNAMIC HT  -         759.903 (meters)    2493.12  (feet)  COMP
 EV2283  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 EV2283
 EV2283  VERT ORDER  -  FIRST     CLASS I
 EV2283
 EV2283.The horizontal coordinates were scaled from a topographic map and have
 EV2283.an estimated accuracy of +/- 6 seconds.
 EV2283
 EV2283.The orthometric height was determined by differential leveling
 EV2283.and adjusted in June 1991.
 EV2283
 EV2283.The geoid height was determined by GEOID03.
 EV2283
 EV2283.The dynamic height is computed by dividing the NAVD 88
 EV2283.geopotential number by the normal gravity value computed on the
 EV2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2283.degrees latitude (g = 980.6199 gals.).
 EV2283
 EV2283.The modeled gravity was interpolated from observed gravity values.
 EV2283
 EV2283;                    North         East    Units  Estimated Accuracy
 EV2283;SPC CA 5     -   666,170.    2,033,730.      MT  (+/- 180 meters Scaled)
 EV2283
 EV2283                          SUPERSEDED SURVEY CONTROL
 EV2283
 EV2283  NGVD 29 (??/??/92)  759.961  (m)         2493.31   (f) ADJ UNCH    1 1
 EV2283
 EV2283.Superseded values are not recommended for survey control.
 EV2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2283.See file dsdata.txt to determine how the superseded data were derived.
 EV2283
 EV2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU424729(NAD 83)
 EV2283_MARKER: DD = SURVEY DISK
 EV2283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2283_SP_SET: 10 FEET
 EV2283_STAMPING: 21 FMK 1973
 EV2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2283
 EV2283  HISTORY     - Date     Condition        Report By
 EV2283  HISTORY     - 1973     MONUMENTED       USGS
 EV2283  HISTORY     - 1974     GOOD             NGS
 EV2283  HISTORY     - 1977     GOOD             NGS
 EV2283
 EV2283                          STATION DESCRIPTION
 EV2283
 EV2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2283'1.3 MI E FROM BORON.
 EV2283'1.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2283'FROM THE STATION AT BORON, 47.1 FEET SOUTH OF THE SOUTH RAIL, 6.8
 EV2283'FEET SOUTH OF TELEPHONE POLE 192-26, 46.7 FEET NORTH-NORTHEAST OF
 EV2283'A 4-BY 4-INCH POST BEARING A WARNING UNDERGROUND TELEPHONE CABLE
 EV2283'SIGN, 1.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 EV2283'TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH
 EV2283'OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 EV2283'PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 4,
 EV2283'T10N, R7W
 EV2283
 EV2283                          STATION RECOVERY (1977)
 EV2283
 EV2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0104 ***********************************************************************
 EU0104  DESIGNATION -  21 G
 EU0104  PID         -  EU0104
 EU0104  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0104  USGS QUAD   -  PARKER (1975)
 EU0104
 EU0104                         *CURRENT SURVEY CONTROL
 EU0104  ___________________________________________________________________
 EU0104* NAD 83(1986)-  34 12 37.     (N)    114 22 12.     (W)     SCALED    
 EU0104* NAVD 88     -       305.47   (+/-2cm)    1002.2    (feet)  VERTCON   
 EU0104  ___________________________________________________________________
 EU0104  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EU0104  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0104
 EU0104.The horizontal coordinates were scaled from a topographic map and have
 EU0104.an estimated accuracy of +/- 6 seconds.
 EU0104
 EU0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0104.The vertical order pertains to the NGVD 29 superseded value.
 EU0104
 EU0104.The geoid height was determined by GEOID03.
 EU0104
 EU0104;                    North         East    Units  Estimated Accuracy
 EU0104;SPC CA 5     -   584,830.    2,334,440.      MT  (+/- 180 meters Scaled)
 EU0104
 EU0104                          SUPERSEDED SURVEY CONTROL
 EU0104
 EU0104  NGVD 29 (??/??/??)  304.821  (m)         1000.07   (f) ADJUSTED    1 1
 EU0104
 EU0104.Superseded values are not recommended for survey control.
 EU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0104.See file dsdata.txt to determine how the superseded data were derived.
 EU0104
 EU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT423886(NAD 83)
 EU0104_MARKER: DD = SURVEY DISK
 EU0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0104_STAMPING: 21 G
 EU0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0104+STABILITY: SURFACE MOTION
 EU0104
 EU0104  HISTORY     - Date     Condition        Report By
 EU0104  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0104  HISTORY     - 1969     GOOD             USGS
 EU0104  HISTORY     - 1975     GOOD             MWDSC
 EU0104
 EU0104                          STATION DESCRIPTION
 EU0104
 EU0104'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0104'5 MI NW FROM EARP.
 EU0104'FROM THE P.O. AT EARP, CA., PROCEED NW ON M D HYW. TOWARDS VIDAL
 EU0104'JUNCTION 11.6 MI. TO T-RD. N. TURN RT. ON GRADED RD. 0.3 MI. TO RD
 EU0104'FORKS, TAKE RT. FORK NE PASSING BY WHITE HOUSE 8.2 MI. TO RD.
 EU0104'FORKS, AND AQUEDUCT STATION 22.27, TURN RT. E. ON RD. FOLLOWING
 EU0104'AQUEDUCT, 6.8 MI. TO CROSS ROADS 15 FT N OF AQUEDUCT RD. AND 40
 EU0104'FT. E. OF N-RD. 3.6 FT ABOVE RD.  A M D STANDARD DISK SET IN A
 EU0104'CONCRETE POST 1 FOOT SQUARE STAMPED 21 G.
 EU0104
 EU0104                          STATION RECOVERY (1975)
 EU0104
 EU0104'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0104'EARP, 5 MI. NW. OF.  10,000 FT. E. OF THE NE. COR. OF SEC. 1, T. 1 N.,
 EU0104'R. 24 E.  ABOUT 750 FT. W. AND 240 FT. S. OF A MANHOLE ON THE COLORADO
 EU0104'RIVER AQUEDUCT AT MILE STATION 15.26.  40 FT. E. AND 10 FT. N. OF THE
 EU0104'INTERSECTION OF THE M.W.D. PATROL ROAD AND THE HAYS MINE ROAD. A
 EU0104'STANDARD METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA BRONZE
 EU0104'DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0105 ***********************************************************************
 EU0105  DESIGNATION -  21 H
 EU0105  PID         -  EU0105
 EU0105  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0105  USGS QUAD   -  PARKER (1975)
 EU0105
 EU0105                         *CURRENT SURVEY CONTROL
 EU0105  ___________________________________________________________________
 EU0105* NAD 83(1986)-  34 12 45.     (N)    114 21 03.     (W)     SCALED    
 EU0105* NAVD 88     -       300.40   (+/-2cm)     985.6    (feet)  VERTCON   
 EU0105  ___________________________________________________________________
 EU0105  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EU0105  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0105
 EU0105.The horizontal coordinates were scaled from a topographic map and have
 EU0105.an estimated accuracy of +/- 6 seconds.
 EU0105
 EU0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0105.The vertical order pertains to the NGVD 29 superseded value.
 EU0105
 EU0105.The geoid height was determined by GEOID03.
 EU0105
 EU0105;                    North         East    Units  Estimated Accuracy
 EU0105;SPC CA 5     -   585,140.    2,336,200.      MT  (+/- 180 meters Scaled)
 EU0105
 EU0105                          SUPERSEDED SURVEY CONTROL
 EU0105
 EU0105  NGVD 29 (??/??/??)  299.755  (m)          983.45   (f) ADJUSTED    1 1
 EU0105
 EU0105.Superseded values are not recommended for survey control.
 EU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0105.See file dsdata.txt to determine how the superseded data were derived.
 EU0105
 EU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT440888(NAD 83)
 EU0105_MARKER: DD = SURVEY DISK
 EU0105_SETTING: 66 = SET IN ROCK OUTCROP
 EU0105_SP_SET: BEDROCK
 EU0105_STAMPING: 21 N
 EU0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0105+STABILITY: POSITION/ELEVATION WELL
 EU0105
 EU0105  HISTORY     - Date     Condition        Report By
 EU0105  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0105  HISTORY     - 1969     GOOD             USGS
 EU0105  HISTORY     - 1975     GOOD             MWDSC
 EU0105
 EU0105                          STATION DESCRIPTION
 EU0105
 EU0105'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0105'4.5 MI NW FROM EARP.
 EU0105'FROM THE P.O. AT EARP, CA., PROCEED NW ON M D HYW. TOWARDS VIDAL
 EU0105'JUNCTION 11.6 MI. TO T-RD N. TURN RT. ON GRADED RD 0.3 MI. TO RD.
 EU0105'FORKS, TAKE RT. FORT PASSING BY WHITE HOUSE 0.2 MI. TO RD. FORKS,
 EU0105'AND AQUEDUCT STATION 22.27.  TURN RT. E. ON RD. FOLLOWING AQUEDUCT 7.7
 EU0105'MI. TO T-RD S. AT AQUEDUCT AIR VENT STA. 14.48, TURN RT. 0.35
 EU0105'MI. TO T-RD. E. TURN LT. ON DIM RD 0.3 MI TO SMALL RIDGE BETWEEN
 EU0105'DRAINS. TURN LT. N. (CROSS-COUNTRY) ALONG SE. RIDGE 0.15 MI. TO BM
 EU0105'NEAR THE BASE ON THE SOUTH SLOPE OF A ROCKY KNOLL.  A MWD STANDARD
 EU0105'DISK SET IN BEDROCK STAMPED 21 H.
 EU0105
 EU0105                          STATION RECOVERY (1975)
 EU0105
 EU0105'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0105'EARP, 4 1/2 MI. NW. OF.  10,550 FT. W. AND 1700 FT. S. OF THE E 1/4
 EU0105'COR. OF SEC. 35, T. 2 N., R. 25 E.  ABOUT 1300 FT. SW. OF A MANHOLE ON
 EU0105'THE COLORADO RIVER AQUEDUCT AT MILE STATION 14.07.  ABOUT 900 FT. W.
 EU0105'OF LARGE DRAIN AND 800 FT. N. OF A DIRT ROAD, AT THE SOUTHERLY BASE OF
 EU0105'A LARGE ROCKY HILL.  A STANDARD METROPOLITAN WATER DISTRICT OF
 EU0105'SOUTHERN CALIFORNIA BRONZE DISK SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0106 ***********************************************************************
 EU0106  DESIGNATION -  21 J
 EU0106  PID         -  EU0106
 EU0106  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0106  USGS QUAD   -  PARKER (1975)
 EU0106
 EU0106                         *CURRENT SURVEY CONTROL
 EU0106  ___________________________________________________________________
 EU0106* NAD 83(1986)-  34 12 48.     (N)    114 20 54.     (W)     SCALED    
 EU0106* NAVD 88     -       296.21   (+/-2cm)     971.8    (feet)  VERTCON   
 EU0106  ___________________________________________________________________
 EU0106  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EU0106  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0106
 EU0106.The horizontal coordinates were scaled from a topographic map and have
 EU0106.an estimated accuracy of +/- 6 seconds.
 EU0106
 EU0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0106.The vertical order pertains to the NGVD 29 superseded value.
 EU0106
 EU0106.The geoid height was determined by GEOID03.
 EU0106
 EU0106;                    North         East    Units  Estimated Accuracy
 EU0106;SPC CA 5     -   585,240.    2,336,430.      MT  (+/- 180 meters Scaled)
 EU0106
 EU0106                          SUPERSEDED SURVEY CONTROL
 EU0106
 EU0106  NGVD 29 (??/??/??)  295.561  (m)          969.69   (f) ADJUSTED    1 1
 EU0106
 EU0106.Superseded values are not recommended for survey control.
 EU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0106.See file dsdata.txt to determine how the superseded data were derived.
 EU0106
 EU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT442889(NAD 83)
 EU0106_MARKER: DD = SURVEY DISK
 EU0106_SETTING: 66 = SET IN ROCK OUTCROP
 EU0106_SP_SET: BEDROCK
 EU0106_STAMPING: 21 J
 EU0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0106+STABILITY: POSITION/ELEVATION WELL
 EU0106
 EU0106  HISTORY     - Date     Condition        Report By
 EU0106  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0106  HISTORY     - 1969     GOOD             USGS
 EU0106  HISTORY     - 1975     GOOD             MWDSC
 EU0106
 EU0106                          STATION DESCRIPTION
 EU0106
 EU0106'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0106'4.5 MI NW FROM EARP.
 EU0106'FROM THE P.O. AT EARP, CA., PROCEED NW ON M D HWY. TOWARDS VIDAL
 EU0106'JUNCTION 11.6 MI. TO T-RD N. TURN RT. ON GRADED RD. 0.3 MI. TO RD
 EU0106'FORKS, TAKE RT. FORK PASSING BY WHITE HOUSE 0.2 MI. TO RD. FORKS,
 EU0106'AND AQUEDUCT STATION 22.27.  TURN RT. E. ON RD. FOLLOWING
 EU0106'AQUEDUCT 7.7 MI TO T-RD. S. AT AQUEDUCT AIR VENT STA. 14.48, TURN
 EU0106'RT. 0.35 MI. TO T-RD. E. TURN LT. ON DIM RD. 0.5 MI. TO LARGE
 EU0106'WASH (CROSS WASH WHERE POSSIBLE) CONTINUE E. 0.1 MI TO SE.
 EU0106'DRAIN-RD-XING 300 FT. N. OF RD. 20 FT. W OF SE. DRAIN.  A MWD
 EU0106'STANDARD DISK IN BEDROCK STAMPED 21 J.
 EU0106
 EU0106                          STATION RECOVERY (1975)
 EU0106
 EU0106'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0106'EARP, 4 MI. NW. OF.  9000 FT. W. AND 1750 FT. S. OF THE E 1/4 COR. OF
 EU0106'SEC. 35, T. 2 N., R. 25 E.  ABOUT 2600 FT. SW. OF A TRANSITION
 EU0106'STRUCTURE ON THE COLORADO RIVER AQUEDUCT AT MILE STATION 13.59, AND
 EU0106'1800 FT. SE. OF A MANHOLE AT MILE STATION 14.07.  300 FT. N. OF A DIRT
 EU0106'ROAD, 30 FT. W. OF AND 15 FT. ABOVE FLOW LINE OF DRAIN.  A STANDARD
 EU0106'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA BRONZE DISK SET IN
 EU0106'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4526 ***********************************************************************
 AI4526  DESIGNATION -  21 JRH
 AI4526  PID         -  AI4526
 AI4526  STATE/COUNTY-  CA/SAN DIEGO
 AI4526  USGS QUAD   -  SWEENEY PASS (1959)
 AI4526
 AI4526                         *CURRENT SURVEY CONTROL
 AI4526  ___________________________________________________________________
 AI4526* NAD 83(1986)-  32 49 16.     (N)    116 09 09.     (W)     SCALED    
 AI4526* NAVD 88     -       404.772  (meters)    1327.99   (feet)  ADJUSTED  
 AI4526  ___________________________________________________________________
 AI4526  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AI4526  DYNAMIC HT  -         404.276 (meters)    1326.36  (feet)  COMP
 AI4526  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 AI4526
 AI4526  VERT ORDER  -  THIRD
 AI4526
 AI4526.The horizontal coordinates were scaled from a topographic map and have
 AI4526.an estimated accuracy of +/- 6 seconds.
 AI4526
 AI4526.The orthometric height was determined by differential leveling
 AI4526.and adjusted in May 2000.
 AI4526
 AI4526.The geoid height was determined by GEOID03.
 AI4526
 AI4526.The dynamic height is computed by dividing the NAVD 88
 AI4526.geopotential number by the normal gravity value computed on the
 AI4526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4526.degrees latitude (g = 980.6199 gals.).
 AI4526
 AI4526.The modeled gravity was interpolated from observed gravity values.
 AI4526
 AI4526;                    North         East    Units  Estimated Accuracy
 AI4526;SPC CA 6     -   572,580.    2,009,130.      MT  (+/- 180 meters Scaled)
 AI4526
 AI4526                          SUPERSEDED SURVEY CONTROL
 AI4526
 AI4526.No superseded survey control is available for this station.
 AI4526
 AI4526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS793317(NAD 83)
 AI4526_MARKER: DB = BENCH MARK DISK
 AI4526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4526_STAMPING: 21 JRH 1957 1325
 AI4526_MARK LOGO: USGS  
 AI4526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4526+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2008
 AI4526
 AI4526  HISTORY     - Date     Condition        Report By
 AI4526  HISTORY     - 1957     MONUMENTED       USGS
 AI4526  HISTORY     - 19950330 GOOD             CADT
 AI4526  HISTORY     - 20080210 GOOD             INDIV
 AI4526
 AI4526                          STATION DESCRIPTION
 AI4526
 AI4526'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4526'THE STATION IS LOCATED 10.6 MI (17.1 KM) NORTHWEST OF OCOTILLO ON THE
 AI4526'NORTH SIDE OF SAN DIEGO COUNTY ROUTE S-2, AT POSTMILE 52.5. TO REACH
 AI4526'FROM THE INTERSECTION OF INTERSTATE 8 AND RTE S-2 IN OCOTILLO, TRAVEL
 AI4526'NORTH THEN WEST ON RTE S-2 FOR 1.35 MI (2.17 KM) TO THE INTERSECTION
 AI4526'OF SHELL CANYON ROAD.  CONTINUE STRAIGHT AHEAD WEST THEN NORTHWEST 7.1
 AI4526'MI (11.4 KM) TO THE MONUMENT MARKER OF IMPERIAL AND SAN DIEGO COUNTY
 AI4526'LINE.  CONTINUE STRAIGHT AHEAD 2.9 MI (4.7 KM) TO THE INTERSECTION OF
 AI4526'WEST DOLOMITE MINE TRAIL ON THE RIGHT, NORTHEAST.  CONTINUE STRAIGHT
 AI4526'AHEAD 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT, NORTHEAST. THE
 AI4526'STATION MARK IS AT THE HIGHEST POINT OF A SMALL RISE 197 FT (60.0 M)
 AI4526'NORTHEAST OF THE CENTERLINE OF S-2, 12 FT (3.7 M) HIGHER THAN S-2. THE
 AI4526'STATION WAS LEVELED TO BY CADT AS PART OF THE 1995 PERIPHERAL RUN IN
 AI4526'SAN DIEGO COUNTY TO ESTABLISH NAVD 1988. RUN IN SAN DIEGO COUNTY TO
 AI4526'ESTABLISH NAVD 1988.
 AI4526
 AI4526                          STATION RECOVERY (2008)
 AI4526
 AI4526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AI4526'LOCATED ON RISE, JUST OUT OF SITE FROM HIGHWAY S2.
 AI4526'N 32 49.277 W 116 09.160
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0107 ***********************************************************************
 EU0107  DESIGNATION -  21 K
 EU0107  PID         -  EU0107
 EU0107  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0107  USGS QUAD   -  PARKER (1975)
 EU0107
 EU0107                         *CURRENT SURVEY CONTROL
 EU0107  ___________________________________________________________________
 EU0107* NAD 83(1986)-  34 12 43.     (N)    114 20 24.     (W)     SCALED    
 EU0107* NAVD 88     -       287.15   (+/-2cm)     942.1    (feet)  VERTCON   
 EU0107  ___________________________________________________________________
 EU0107  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EU0107  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0107
 EU0107.The horizontal coordinates were scaled from a topographic map and have
 EU0107.an estimated accuracy of +/- 6 seconds.
 EU0107
 EU0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0107.The vertical order pertains to the NGVD 29 superseded value.
 EU0107
 EU0107.The geoid height was determined by GEOID03.
 EU0107
 EU0107;                    North         East    Units  Estimated Accuracy
 EU0107;SPC CA 5     -   585,110.    2,337,200.      MT  (+/- 180 meters Scaled)
 EU0107
 EU0107                          SUPERSEDED SURVEY CONTROL
 EU0107
 EU0107  NGVD 29 (??/??/??)  286.511  (m)          939.99   (f) ADJUSTED    1 1
 EU0107
 EU0107.Superseded values are not recommended for survey control.
 EU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0107.See file dsdata.txt to determine how the superseded data were derived.
 EU0107
 EU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT450888(NAD 83)
 EU0107_MARKER: DD = SURVEY DISK
 EU0107_SETTING: 66 = SET IN ROCK OUTCROP
 EU0107_SP_SET: BEDROCK
 EU0107_STAMPING: 21 K
 EU0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0107+STABILITY: POSITION/ELEVATION WELL
 EU0107
 EU0107  HISTORY     - Date     Condition        Report By
 EU0107  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0107  HISTORY     - 1969     GOOD             USGS
 EU0107
 EU0107                          STATION DESCRIPTION
 EU0107
 EU0107'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0107'4.5 MI NW FROM EARP.
 EU0107'FROM THE P.O. AT EARP, CA., PROCEED NW ON MWD HWY. TOWARDS VIDAL
 EU0107'JUNCTION 11.6 MI. TO T-RD. N. TURN RT. ON GRADED RD. 0.3 MI. TO
 EU0107'RD. FORKS, TAKE RT. FORK PASSING BY WHITE HOUSE 0.2 MI. TO RD.
 EU0107'FORKS, AND AQUEDUCT STATION 22.27.  TURN RT. E ON RD. FOLLOWING
 EU0107'AQUEDUCT 7.7 MI TO T-RD S. AND AQUEDUCT AIR VENT STA. 14.48 TURN
 EU0107'RT. 0.35 MI. TO T-RD. TURN LT. ON DIM RD. 0.5 MI. TO LARGE WASH
 EU0107'(CROSS WASH WHERE POSSIBLE) CONTINUE E. ON DIM RD. 0.4 MI. TO SMALL
 EU0107'SADDLE.  ABOUT 100 FT. S OF RD ON THE W. SIDE OF DRAIN IN A LARGE
 EU0107'ROCK OUTCROP, AND ABOUT 5 FT. ABOVE GROUND.  A MWD STANDARD DISK IN
 EU0107'BEDROCK STAMPED 21 K.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0108 ***********************************************************************
 EU0108  DESIGNATION -  21 L
 EU0108  PID         -  EU0108
 EU0108  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0108  USGS QUAD   -  PARKER (1975)
 EU0108
 EU0108                         *CURRENT SURVEY CONTROL
 EU0108  ___________________________________________________________________
 EU0108* NAD 83(1986)-  34 12 56.     (N)    114 19 41.     (W)     SCALED    
 EU0108* NAVD 88     -       303.80   (+/-2cm)     996.7    (feet)  VERTCON   
 EU0108  ___________________________________________________________________
 EU0108  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EU0108  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0108
 EU0108.The horizontal coordinates were scaled from a topographic map and have
 EU0108.an estimated accuracy of +/- 6 seconds.
 EU0108
 EU0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0108.The vertical order pertains to the NGVD 29 superseded value.
 EU0108
 EU0108.The geoid height was determined by GEOID03.
 EU0108
 EU0108;                    North         East    Units  Estimated Accuracy
 EU0108;SPC CA 5     -   585,550.    2,338,290.      MT  (+/- 180 meters Scaled)
 EU0108
 EU0108                          SUPERSEDED SURVEY CONTROL
 EU0108
 EU0108  NGVD 29 (08/15/05)  303.159  (m)          994.61   (f) ADJUSTED    1 1
 EU0108
 EU0108.Superseded values are not recommended for survey control.
 EU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0108.See file dsdata.txt to determine how the superseded data were derived.
 EU0108
 EU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT461892(NAD 83)
 EU0108_MARKER: DD = SURVEY DISK
 EU0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0108_STAMPING: 21 L
 EU0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0108+STABILITY: SURFACE MOTION
 EU0108
 EU0108  HISTORY     - Date     Condition        Report By
 EU0108  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0108  HISTORY     - 1930     GOOD             MWDSC
 EU0108  HISTORY     - 1969     GOOD             USGS
 EU0108  HISTORY     - 1976     GOOD             NGS
 EU0108
 EU0108                          STATION DESCRIPTION
 EU0108
 EU0108'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0108'4.5 MI NNW FROM EARP.
 EU0108'ABOUT 4-1/2 MILES NORTH-NORTHWEST OF EARP, SAN BERNARDINO COUNTY,
 EU0108'ABOUT 600 FEET NORTHEAST OF SECOND PRELIMINARY LOCATION SURVEY
 EU0108'STATION 621+68.0, 40 FEET WEST OF THE BLUE CLOUD MINE ROAD, AND
 EU0108'ON A SMALL RIDGE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0108'CALIFORNIA STANDARD DISK, SET IN CONCRETE AND SURROUNDED BY A
 EU0108'FENCE.
 EU0108
 EU0108                          STATION RECOVERY (1969)
 EU0108
 EU0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EU0108'RECOVERED IN GOOD CONDITION.
 EU0108
 EU0108                          STATION RECOVERY (1976)
 EU0108
 EU0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0108'0.45 MILE NORTH ALONG THE PRAKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0108'THENCE 4.45 MILE NORTHWEST ALONG A DIRT WASH ROAD, THENCE 1.0 MILE
 EU0108'SOUTHWEST ALONG THE AQUEDUCT PATROL ROAD, THENCE 0.25 MILE SOUTH ALONG
 EU0108'THE BLUE CLOUD MINE ROAD, 54 FT. WEST OF THE CENTER LINE OF THE ROAD
 EU0108'ON THE WEST SIDE OF A SMALL RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0140 ***********************************************************************
 EV0140  DESIGNATION -  21 LC
 EV0140  PID         -  EV0140
 EV0140  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0140  USGS QUAD   -  WILD CROSSING (1993)
 EV0140
 EV0140                         *CURRENT SURVEY CONTROL
 EV0140  ___________________________________________________________________
 EV0140* NAD 83(1986)-  34 49 17.     (N)    117 19 49.     (W)     SCALED    
 EV0140* NAVD 88     -       815.59   (+/-2cm)    2675.8    (feet)  VERTCON   
 EV0140  ___________________________________________________________________
 EV0140  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV0140  VERT ORDER  -  THIRD (See Below)
 EV0140
 EV0140.The horizontal coordinates were scaled from a topographic map and have
 EV0140.an estimated accuracy of +/- 6 seconds.
 EV0140
 EV0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0140.The vertical order pertains to the NGVD 29 superseded value.
 EV0140
 EV0140.The geoid height was determined by GEOID03.
 EV0140
 EV0140;                    North         East    Units  Estimated Accuracy
 EV0140;SPC CA 5     -   646,780.    2,061,270.      MT  (+/- 180 meters Scaled)
 EV0140
 EV0140                          SUPERSEDED SURVEY CONTROL
 EV0140
 EV0140  NGVD 29 (??/??/??)  814.77   (m)         2673.1    (f) RESET       3  
 EV0140
 EV0140.Superseded values are not recommended for survey control.
 EV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0140.See file dsdata.txt to determine how the superseded data were derived.
 EV0140
 EV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU697532(NAD 83)
 EV0140_MARKER: DD = SURVEY DISK
 EV0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0140_STAMPING: 21LC 2673 1953
 EV0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0140+STABILITY: SURFACE MOTION
 EV0140
 EV0140  HISTORY     - Date     Condition        Report By
 EV0140  HISTORY     - 1953     MONUMENTED       USGS
 EV0140  HISTORY     - 1956     GOOD             NGS
 EV0140  HISTORY     - 1961     GOOD             USGS
 EV0140
 EV0140                          STATION DESCRIPTION
 EV0140
 EV0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0140'5.8 MI N FROM HELENDALE.
 EV0140'5.8 MILES NORTH ALONG HARPER LAKE ROAD FROM THE HELENDALE SCHOOL
 EV0140'AT HELENDALE, 68 1/2 FEET NORTH OF THE PROLONGATION OF THE
 EV0140'CENTER LINE OF A GRADED ROAD LEADING EAST TO HELENDALE AIRPORT,
 EV0140'AT THE HIGHEST POINT OF THE ROAD, 19 FEET WEST OF THE CENTER
 EV0140'LINE OF HARPER LAKE ROAD, 1.9 FEET EAST OF A WITNESS POST, ABOUT
 EV0140'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EV0140'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 EV0140
 EV0140                          STATION RECOVERY (1961)
 EV0140
 EV0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EV0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0109 ***********************************************************************
 EU0109  DESIGNATION -  21 M
 EU0109  PID         -  EU0109
 EU0109  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0109  USGS QUAD   -  PARKER (1975)
 EU0109
 EU0109                         *CURRENT SURVEY CONTROL
 EU0109  ___________________________________________________________________
 EU0109* NAD 83(1986)-  34 13 14.     (N)    114 18 44.     (W)     SCALED    
 EU0109* NAVD 88     -       295.46   (+/-2cm)     969.4    (feet)  VERTCON   
 EU0109  ___________________________________________________________________
 EU0109  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EU0109  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0109
 EU0109.The horizontal coordinates were scaled from a topographic map and have
 EU0109.an estimated accuracy of +/- 6 seconds.
 EU0109
 EU0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0109.The vertical order pertains to the NGVD 29 superseded value.
 EU0109
 EU0109.The geoid height was determined by GEOID03.
 EU0109
 EU0109;                    North         East    Units  Estimated Accuracy
 EU0109;SPC CA 5     -   586,160.    2,339,720.      MT  (+/- 180 meters Scaled)
 EU0109
 EU0109                          SUPERSEDED SURVEY CONTROL
 EU0109
 EU0109  NGVD 29 (??/??/??)  294.817  (m)          967.25   (f) ADJUSTED    1 1
 EU0109
 EU0109.Superseded values are not recommended for survey control.
 EU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0109.See file dsdata.txt to determine how the superseded data were derived.
 EU0109
 EU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT476898(NAD 83)
 EU0109_MARKER: DD = SURVEY DISK
 EU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0109_STAMPING: 21 M
 EU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0109+STABILITY: SURFACE MOTION
 EU0109
 EU0109  HISTORY     - Date     Condition        Report By
 EU0109  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0109  HISTORY     - 1969     GOOD             USGS
 EU0109  HISTORY     - 1976     GOOD             NGS
 EU0109
 EU0109                          STATION DESCRIPTION
 EU0109
 EU0109'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0109'4.5 MI NNW FROM EARP.
 EU0109'FROM THE P.O. AT EARP, CA. PROCEED NE ON MWD HYW. TOWARDS PARKER DAM
 EU0109'0.4 MILE TO T-RD N, TURN LEFT ON GRADED RD. UP WASH 4.4 MILES
 EU0109'(0.2 MI. S OF AQUEDUCT STATION 11.97) TO A REVERSE RD FORK SE
 EU0109'TURN SHARP RIGHT ON RD OUT OF WASH 0.2 MI TO RD FORK TAKE LEFT
 EU0109'FORK 0.05 MILE, 43 FEET W OF RD ON RIDGE.  A STANDARD MWD DISK
 EU0109'SET IN A CONCRETE POST 1 FOOT SQUARE STAMPED 21 M.
 EU0109
 EU0109                          STATION RECOVERY (1976)
 EU0109
 EU0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0109'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0109'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 0.2 MILE
 EU0109'EAST ALONG COPPER BASIN ROAD, 0.3 MILE EAST OF AQUEDUCT SIPHON NUMBER
 EU0109'1197. SIPHON IS WHERE AQUEDUCT GOES UNDER MOUNTAIN, 46 FT. WEST OF THE
 EU0109'CENTERLINE OF THE ROAD, 145 FT. NORTHWEST OF A TELEPHONE POLE, 110 FT.
 EU0109'SOUTHEAST OF THE CENTER LINE OF THE Y JUNCTION OF WHERE COPPER BASIN
 EU0109'ROAD LEADS NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1361 ***********************************************************************
 DY1361  DESIGNATION -  21 M C OF LA
 DY1361  PID         -  DY1361
 DY1361  STATE/COUNTY-  CA/LOS ANGELES
 DY1361  USGS QUAD   -  VENICE (1981)
 DY1361
 DY1361                         *CURRENT SURVEY CONTROL
 DY1361  ___________________________________________________________________
 DY1361* NAD 83(1986)-  33 57 36.     (N)    118 23 29.     (W)     SCALED    
 DY1361* NAVD 88     -        45.77   (+/-2cm)     150.2    (feet)  VERTCON   
 DY1361  ___________________________________________________________________
 DY1361  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1361  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1361
 DY1361.The horizontal coordinates were scaled from a topographic map and have
 DY1361.an estimated accuracy of +/- 6 seconds.
 DY1361
 DY1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1361.The vertical order pertains to the NGVD 29 superseded value.
 DY1361
 DY1361.The geoid height was determined by GEOID03.
 DY1361
 DY1361;                    North         East    Units  Estimated Accuracy
 DY1361;SPC CA 5     -   551,100.    1,963,820.      MT  (+/- 180 meters Scaled)
 DY1361
 DY1361                          SUPERSEDED SURVEY CONTROL
 DY1361
 DY1361  NGVD 29 (??/??/92)   45.021  (m)          147.71   (f) ADJ UNCH    1 2
 DY1361
 DY1361.Superseded values are not recommended for survey control.
 DY1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1361.See file dsdata.txt to determine how the superseded data were derived.
 DY1361
 DY1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT714585(NAD 83)
 DY1361_MARKER: DD = SURVEY DISK
 DY1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1361_STAMPING: 21 M
 DY1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1361+STABILITY: SURFACE MOTION
 DY1361
 DY1361  HISTORY     - Date     Condition        Report By
 DY1361  HISTORY     - UNK      MONUMENTED       CA1980
 DY1361  HISTORY     - 1960     GOOD             NGS
 DY1361  HISTORY     - 1964     GOOD             CA1980
 DY1361
 DY1361                          STATION DESCRIPTION
 DY1361
 DY1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1361'AT LOS ANGELES.
 DY1361'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DY1361'MANCHESTER AVENUE AND LA TIJERA BOULEVARD, 19 FEET NORTH OF THE
 DY1361'CENTER LINE OF THE NORTH LANES OF THE AVENUE, 98 FEET WEST OF
 DY1361'THE CENTER LINE OF THE WEST LANES OF THE BOULEVARD, 50 FEET
 DY1361'WEST OF POWER POLE 111460M X6004, 2.1 FEET NORTH OF THE NORTH
 DY1361'CURB OF THE AVENUE, ABOUT 1/2 FOOT HIGHER THAN THE AVENUE, AND
 DY1361'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
 DY1361'NOTE-- THE ONLY VISIBLE STAMPING ON THE MARK IS 21 M.
 DY1361
 DY1361                          STATION RECOVERY (1964)
 DY1361
 DY1361'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1964
 DY1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0110 ***********************************************************************
 EU0110  DESIGNATION -  21 N
 EU0110  PID         -  EU0110
 EU0110  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0110  USGS QUAD   -  PARKER (1975)
 EU0110
 EU0110                         *CURRENT SURVEY CONTROL
 EU0110  ___________________________________________________________________
 EU0110* NAD 83(1986)-  34 13 36.     (N)    114 18 29.     (W)     SCALED    
 EU0110* NAVD 88     -       307.88   (+/-2cm)    1010.1    (feet)  VERTCON   
 EU0110  ___________________________________________________________________
 EU0110  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 EU0110  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0110
 EU0110.The horizontal coordinates were scaled from a topographic map and have
 EU0110.an estimated accuracy of +/- 6 seconds.
 EU0110
 EU0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0110.The vertical order pertains to the NGVD 29 superseded value.
 EU0110
 EU0110.The geoid height was determined by GEOID03.
 EU0110
 EU0110;                    North         East    Units  Estimated Accuracy
 EU0110;SPC CA 5     -   586,850.    2,340,080.      MT  (+/- 180 meters Scaled)
 EU0110
 EU0110                          SUPERSEDED SURVEY CONTROL
 EU0110
 EU0110  NGVD 29 (08/15/05)  307.236  (m)         1007.99   (f) ADJUSTED    1 1
 EU0110
 EU0110.Superseded values are not recommended for survey control.
 EU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0110.See file dsdata.txt to determine how the superseded data were derived.
 EU0110
 EU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT479905(NAD 83)
 EU0110_MARKER: DD = SURVEY DISK
 EU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0110_STAMPING: 21 N
 EU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0110+STABILITY: SURFACE MOTION
 EU0110
 EU0110  HISTORY     - Date     Condition        Report By
 EU0110  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0110  HISTORY     - 1969     GOOD             USGS
 EU0110  HISTORY     - 1975     GOOD             MWDSC
 EU0110  HISTORY     - 1976     GOOD             NGS
 EU0110
 EU0110                          STATION DESCRIPTION
 EU0110
 EU0110'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0110'5 MI N FROM EARP.
 EU0110'FROM THE P.O. AT EARP, CA. PROCEED NE ON MWD HYW. TOWARDS PARKER DAM
 EU0110'0.4 MILE TO T-RD N. TURN LEFT ON GRADED RD UP WASH 4.4 MILES
 EU0110'(0.2 MILE S. OF AQUEDUCT STATION 11.97) TO A REVERSE RD FORK SE,
 EU0110'TURN SHARP RIGHT ON RD. OUT OF WASH 0.2 MILE TO RD. FORK TAKE
 EU0110'LEFT FORK E 0.5 MILE TO SMALL SADDLE ABOUT 100 FEET SE OF RD
 EU0110'ALONG SADDLE AND ABOUT 95 FEET SW OF DRAIN.  A STANDARD MWD DISK SET
 EU0110'IN A CONCRETE POST 1 FOOT SQUARE STAMPED 21 N.
 EU0110
 EU0110                          STATION RECOVERY (1975)
 EU0110
 EU0110'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975
 EU0110'EARP, 0.6 MI. NE. ALONG HIGHWAY AND 4.3 MI. N. ALONG A WELL-MAINTAINED
 EU0110'ROAD IN DRAIN.  0.8 MI. SE., E. AND N. ALONG THE COPPER BASIN ROAD TO
 EU0110'A LARGE DRAIN CROSSING.  407 FT. SE. ALONG AND 28 FT. E. OF SMALL
 EU0110'DRAIN, IN A ROCK OUTCROP.  A STANDARD METROPOLITAN WATER DISTRICT OF
 EU0110'SOUTHERN CALIFORNIA BRONZE DISK CEMENTED IN BEDROCK. (SHOWN ON USGS 15
 EU0110'FT. PARKER, CALIF. - ARIZ. QUAD AS BM 1008, 850 FT. N. AND 3100 FT. W.
 EU0110'OF THE SE. COR. OF SEC. 25, T.2 N., R. 25 E.).
 EU0110
 EU0110                          STATION RECOVERY (1976)
 EU0110
 EU0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0110'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0110'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 0.8 MILE
 EU0110'NORTH ALONG THE COPPER BASIN ROAD, 226 FT. SOUTHEAST OF THE CENTERLINE
 EU0110'OF THE ROAD, 400 FT. SOUTHEAST OF WHERE COPPER BASIN ROAD CROSSES A
 EU0110'WASH IN A LOW ROCKY AREA, 75 FT. SOUTH OF THE SOUTH EDGE OF A SMALL
 EU0110'DRY WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0111 ***********************************************************************
 EU0111  DESIGNATION -  21 P
 EU0111  PID         -  EU0111
 EU0111  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0111  USGS QUAD   -  PARKER (1975)
 EU0111
 EU0111                         *CURRENT SURVEY CONTROL
 EU0111  ___________________________________________________________________
 EU0111* NAD 83(1986)-  34 14 21.     (N)    114 17 28.     (W)     SCALED    
 EU0111* NAVD 88     -       317.73   (+/-2cm)    1042.4    (feet)  VERTCON   
 EU0111  ___________________________________________________________________
 EU0111  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 EU0111  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0111
 EU0111.The horizontal coordinates were scaled from a topographic map and have
 EU0111.an estimated accuracy of +/- 6 seconds.
 EU0111
 EU0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0111.The vertical order pertains to the NGVD 29 superseded value.
 EU0111
 EU0111.The geoid height was determined by GEOID03.
 EU0111
 EU0111;                    North         East    Units  Estimated Accuracy
 EU0111;SPC CA 5     -   588,300.    2,341,590.      MT  (+/- 180 meters Scaled)
 EU0111
 EU0111                          SUPERSEDED SURVEY CONTROL
 EU0111
 EU0111  NGVD 29 (??/??/??)  317.091  (m)         1040.32   (f) ADJUSTED    1 2
 EU0111
 EU0111.Superseded values are not recommended for survey control.
 EU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0111.See file dsdata.txt to determine how the superseded data were derived.
 EU0111
 EU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT494919(NAD 83)
 EU0111_MARKER: DD = SURVEY DISK
 EU0111_SETTING: 66 = SET IN ROCK OUTCROP
 EU0111_SP_SET: BEDROCK
 EU0111_STAMPING: 21 P
 EU0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0111+STABILITY: POSITION/ELEVATION WELL
 EU0111
 EU0111  HISTORY     - Date     Condition        Report By
 EU0111  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0111  HISTORY     - 1969     GOOD             USGS
 EU0111  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0111
 EU0111                          STATION DESCRIPTION
 EU0111
 EU0111'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0111'6 MI N FROM EARP.
 EU0111'FROM THE P.O. AT EARP, CA., PROCEED NE ON MWD HYW TOWARDS PARKER
 EU0111'DAM 0.4 MILE TO T-RD N. TURN LEFT ON GRADED RD UP WASH 4.4 MI.
 EU0111'(0.2 MI. S. OF AQUEDUCT STATION 11.97) TO A REVERSE RD FORK E, TURN
 EU0111'SHARP RIGHT ON RD. OUT OF WASH 0.2 MI. TO RD FORK, TAKE LEFT FORK
 EU0111'EAST 1.5 MI. TO BEND IN RD. N AT GRAVEL PIT AREA (0.9 MI WEST OF
 EU0111'BM 21 R) FROM THIS POINT GO BACK W 0.1 MI TURN LEFT OFF RD
 EU0111'(CROSS-COUNTRY) SOUTH BETWEEN ROCK OUTCROPPINGS 0.1 MI TO E-W WASH
 EU0111'CROSS WASH BEARING SW UP A SMALL DRAIN 0.1 MI TO DIVIDE FOR DRAINS AND
 EU0111'RIDGES BEARING SOUTH.  PROCEED SE ALONG THE HEADS OF THE DRAINS
 EU0111'AND RIDGES 0.3 MILE TO BM NEAR THE HEAD OF A DRAIN.  60 FEET E
 EU0111'AND 24 FEET ABOVE N-S DRAIN, ON THE TOP OF A 15 X 15 FOOT OUTCROP
 EU0111'NEAR THE BASE OF THE WEST SLOPE AT THE NORTH END OF A HIGH ROCKY
 EU0111'NW-SE RIDGE.  A STANDARD MWD DISK SET IN BEDROCK STAMPED 21 P.
 EU0111
 EU0111                          STATION RECOVERY (1976)
 EU0111
 EU0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0111'SEARCH WAS MADE FOR BENCH MARK, BUT NOT RECOVERED THIS DATE MAY 28,
 EU0111'1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0112 ***********************************************************************
 EU0112  DESIGNATION -  21 Q
 EU0112  PID         -  EU0112
 EU0112  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0112  USGS QUAD   -  PARKER (1975)
 EU0112
 EU0112                         *CURRENT SURVEY CONTROL
 EU0112  ___________________________________________________________________
 EU0112* NAD 83(1986)-  34 14 33.     (N)    114 17 19.     (W)     SCALED    
 EU0112* NAVD 88     -       307.11   (+/-2cm)    1007.6    (feet)  VERTCON   
 EU0112  ___________________________________________________________________
 EU0112  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EU0112  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0112
 EU0112.The horizontal coordinates were scaled from a topographic map and have
 EU0112.an estimated accuracy of +/- 6 seconds.
 EU0112
 EU0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0112.The vertical order pertains to the NGVD 29 superseded value.
 EU0112
 EU0112.The geoid height was determined by GEOID03.
 EU0112
 EU0112;                    North         East    Units  Estimated Accuracy
 EU0112;SPC CA 5     -   588,670.    2,341,810.      MT  (+/- 180 meters Scaled)
 EU0112
 EU0112                          SUPERSEDED SURVEY CONTROL
 EU0112
 EU0112  NGVD 29 (??/??/??)  306.467  (m)         1005.47   (f) ADJUSTED    1 2
 EU0112
 EU0112.Superseded values are not recommended for survey control.
 EU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0112.See file dsdata.txt to determine how the superseded data were derived.
 EU0112
 EU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT497923(NAD 83)
 EU0112_MARKER: DD = SURVEY DISK
 EU0112_SETTING: 66 = SET IN ROCK OUTCROP
 EU0112_SP_SET: SANDSTONE OUTCROP
 EU0112_STAMPING: 21 Q
 EU0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0112+STABILITY: POSITION/ELEVATION WELL
 EU0112
 EU0112  HISTORY     - Date     Condition        Report By
 EU0112  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0112  HISTORY     - 1969     GOOD             USGS
 EU0112  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0112
 EU0112                          STATION DESCRIPTION
 EU0112
 EU0112'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EU0112'6.2 MI N FROM EARP.
 EU0112'FROM THE P.O. AT EARP, CA, PROCEED NE ON MWD HYW TOWARDS PARKER
 EU0112'DAM 0.4 MI TO T-RD N. TURN LEFT ON GRADED RD. UP WASH 4.4 MI.
 EU0112'(0.2 MI. S. OF AQUEDUCT STATION 11.97) TO A REVERSE RD. FORK SE,
 EU0112'TURN SHARP RIGHT ON RD. OUT OF WASH 0.2 MI TO RD FORKS, TAKE LEFT
 EU0112'FORK EAST 1.5 MILES TO BEND IN RD N AT GRAVEL PIT AREA (0.9 MI
 EU0112'WEST OF BM 21 R) TURN RIGHT SOUTH (CROSS-COUNTRY) 0.05 MI TO WASH
 EU0112'BEARING SE, CROSS WASH, CONTINUE SOUTH ALONG THE EAST BAST OF A
 EU0112'LARGE RED ROCK OUTCROP 0.1 MI TO WASH BEARING SOUTH, CONTINUE
 EU0112'SOUTH DOWN WASH 0.2 MILE TO A LOW RED SANDSTONE OUTCROP 20 X 20 X
 EU0112'14 FEET IN THE MIDDLE OF THE WASH.  A MWD STANDARD DISK SET AT THE
 EU0112'SOUTH BASE OF A RED SANDSTONE OUTCROP STAMPED 21 Q.
 EU0112
 EU0112                          STATION RECOVERY (1976)
 EU0112
 EU0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0112'SEARCH WAS MADE FOR BENCH MARK BUT NOT RECOVERED THIS DATE MAY 28,
 EU0112'1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0113 ***********************************************************************
 EU0113  DESIGNATION -  21 R
 EU0113  PID         -  EU0113
 EU0113  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0113  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0113
 EU0113                         *CURRENT SURVEY CONTROL
 EU0113  ___________________________________________________________________
 EU0113* NAD 83(1986)-  34 15 10.     (N)    114 16 53.     (W)     SCALED    
 EU0113* NAVD 88     -       314.81   (+/-2cm)    1032.8    (feet)  VERTCON   
 EU0113  ___________________________________________________________________
 EU0113  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EU0113  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0113
 EU0113.The horizontal coordinates were scaled from a topographic map and have
 EU0113.an estimated accuracy of +/- 6 seconds.
 EU0113
 EU0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0113.The vertical order pertains to the NGVD 29 superseded value.
 EU0113
 EU0113.The geoid height was determined by GEOID03.
 EU0113
 EU0113;                    North         East    Units  Estimated Accuracy
 EU0113;SPC CA 5     -   589,840.    2,342,430.      MT  (+/- 180 meters Scaled)
 EU0113
 EU0113                          SUPERSEDED SURVEY CONTROL
 EU0113
 EU0113  NGVD 29 (08/15/05)  314.161  (m)         1030.71   (f) ADJUSTED    1 1
 EU0113
 EU0113.Superseded values are not recommended for survey control.
 EU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0113.See file dsdata.txt to determine how the superseded data were derived.
 EU0113
 EU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT503935(NAD 83)
 EU0113_MARKER: DD = SURVEY DISK
 EU0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0113_STAMPING: 21 R
 EU0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0113+STABILITY: SURFACE MOTION
 EU0113
 EU0113  HISTORY     - Date     Condition        Report By
 EU0113  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0113  HISTORY     - 1930     GOOD             MWDSC
 EU0113  HISTORY     - 1976     GOOD             NGS
 EU0113
 EU0113                          STATION DESCRIPTION
 EU0113
 EU0113'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0113'6.2 MI N FROM EARP.
 EU0113'ABOUT 6-1/4 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 100
 EU0113'FEET SOUTH OF SECOND PRELIMINARY LOCATION SURVEY STATION 396,
 EU0113'AND 20 FEET SOUTH OF THE COPPER BASIN ROAD AT THE TOP OF A SMALL
 EU0113'RISE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0113'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST AND SURROUNDED
 EU0113'BY A FENCE.
 EU0113
 EU0113                          STATION RECOVERY (1976)
 EU0113
 EU0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0113'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0113'THENCE 4.40 MILE NORTHWEST ALONG A DRY WASH ROAD, THENCE 3.55 MILE
 EU0113'NORTH ALONG THE COPPER BASIN ROAD, 0.1 MILE NORTH OF THE CONCRETE
 EU0113'FOUNDATION FOR AN OLD BUILDING, 39 FT. SOUTHEAST OF THE CENTERLINE OF
 EU0113'THE ROAD, 0.15 MILE SOUTH OF A T JUNCTION OF A ROAD LEADING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0114 ***********************************************************************
 EU0114  DESIGNATION -  21 S
 EU0114  PID         -  EU0114
 EU0114  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0114  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0114
 EU0114                         *CURRENT SURVEY CONTROL
 EU0114  ___________________________________________________________________
 EU0114* NAD 83(1986)-  34 15 27.     (N)    114 16 36.     (W)     SCALED    
 EU0114* NAVD 88     -       324.03   (+/-2cm)    1063.1    (feet)  VERTCON   
 EU0114  ___________________________________________________________________
 EU0114  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 EU0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0114
 EU0114.The horizontal coordinates were scaled from a topographic map and have
 EU0114.an estimated accuracy of +/- 6 seconds.
 EU0114
 EU0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0114.The vertical order pertains to the NGVD 29 superseded value.
 EU0114
 EU0114.The geoid height was determined by GEOID03.
 EU0114
 EU0114;                    North         East    Units  Estimated Accuracy
 EU0114;SPC CA 5     -   590,380.    2,342,850.      MT  (+/- 180 meters Scaled)
 EU0114
 EU0114                          SUPERSEDED SURVEY CONTROL
 EU0114
 EU0114  NGVD 29 (??/??/??)  323.387  (m)         1060.98   (f) ADJUSTED    1 2
 EU0114
 EU0114.Superseded values are not recommended for survey control.
 EU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0114.See file dsdata.txt to determine how the superseded data were derived.
 EU0114
 EU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT507940(NAD 83)
 EU0114_MARKER: DD = SURVEY DISK
 EU0114_SETTING: 66 = SET IN ROCK OUTCROP
 EU0114_SP_SET: BEDROCK
 EU0114_STAMPING: 21 S
 EU0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0114+STABILITY: POSITION/ELEVATION WELL
 EU0114
 EU0114  HISTORY     - Date     Condition        Report By
 EU0114  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0114  HISTORY     - 1930     GOOD             MWDSC
 EU0114  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0114
 EU0114                          STATION DESCRIPTION
 EU0114
 EU0114'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0114'6.5 MI N FROM EARP.
 EU0114'ABOUT 6-1/2 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, ABOUT
 EU0114'900 FEET NORTHEAST OF A PROMINENT NATURAL ARCH OF ROCK ON THE TOP
 EU0114'OF A HILL, ABOUT 400 FEET NORTH OF SECOND PRELIMINARY LOCATION
 EU0114'SURVEY WEST TUNNEL-PORTAL AT STATION 375+58.8, AT THE SOUTHWEST
 EU0114'BASE OF A LARGE STEEP RIDGE, AND IN BEDROCK.  A METROPOLITAN
 EU0114'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH
 EU0114'A TEE.
 EU0114
 EU0114                          STATION RECOVERY (1976)
 EU0114
 EU0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0114'SEARCH WAS MADE FOR BENCH MARK BUT NOT RECOVERED THIS DATE MAY 28,
 EU0114'1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0115 ***********************************************************************
 EU0115  DESIGNATION -  21 T
 EU0115  PID         -  EU0115
 EU0115  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0115  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0115
 EU0115                         *CURRENT SURVEY CONTROL
 EU0115  ___________________________________________________________________
 EU0115* NAD 83(1986)-  34 15 17.     (N)    114 16 31.     (W)     SCALED    
 EU0115* NAVD 88     -       309.54   (+/-2cm)    1015.5    (feet)  VERTCON   
 EU0115  ___________________________________________________________________
 EU0115  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EU0115  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0115
 EU0115.The horizontal coordinates were scaled from a topographic map and have
 EU0115.an estimated accuracy of +/- 6 seconds.
 EU0115
 EU0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0115.The vertical order pertains to the NGVD 29 superseded value.
 EU0115
 EU0115.The geoid height was determined by GEOID03.
 EU0115
 EU0115;                    North         East    Units  Estimated Accuracy
 EU0115;SPC CA 5     -   590,070.    2,342,990.      MT  (+/- 180 meters Scaled)
 EU0115
 EU0115                          SUPERSEDED SURVEY CONTROL
 EU0115
 EU0115  NGVD 29 (??/??/??)  308.897  (m)         1013.44   (f) ADJUSTED    1 1
 EU0115
 EU0115.Superseded values are not recommended for survey control.
 EU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0115.See file dsdata.txt to determine how the superseded data were derived.
 EU0115
 EU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT509937(NAD 83)
 EU0115_MARKER: DD = SURVEY DISK
 EU0115_SETTING: 66 = SET IN ROCK OUTCROP
 EU0115_SP_SET: BEDROCK
 EU0115_STAMPING: 21 T
 EU0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0115+STABILITY: POSITION/ELEVATION WELL
 EU0115
 EU0115  HISTORY     - Date     Condition        Report By
 EU0115  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0115  HISTORY     - 1930     GOOD             MWDSC
 EU0115  HISTORY     - 1976     GOOD             NGS
 EU0115
 EU0115                          STATION DESCRIPTION
 EU0115
 EU0115'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0115'6.5 MI N FROM EARP.
 EU0115'ABOUT 6-1/2 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, ABOUT
 EU0115'800 FEET EAST OF A PROMINENT NATURAL ARCH OF ROCK ON THE TOP OF
 EU0115'A HILL, ABOUT 900 FEET SOUTH OF SECOND PRELIMINARY LOCATION
 EU0115'SURVEY WEST TUNNEL-PORTAL AT STATION 375+58.8, 100 FEET EAST OF
 EU0115'THE COPPER BASIN ROAD, AT THE SOUTHWEST SIDE OF A LARGE STEEP
 EU0115'RIDGE, ABOUT 3 FEET ABOVE THE BASE, AND IN BEDROCK.  A METROPOLITAN
 EU0115'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH
 EU0115'A TEE.
 EU0115
 EU0115                          STATION RECOVERY (1976)
 EU0115
 EU0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0115'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0115'THENCE 4.40 MILE NORTHWEST ALONG A DIRT WASH ROAD, THENCE 4.10 MILE
 EU0115'NORTH ALONG COPPER BASIN ROAD, IN SOUTH FACE OF ROCK OUTCROP, 146 FT.
 EU0115'NORTH OF CENTERLINE OF ROAD, 800 FT. NORTHEAST OF A PROMINENT NATURAL
 EU0115'ARCH OF ROCK ON TOP OF HILL, 0.15 MILE WEST OF THE T JUNCTION OF
 EU0115'COPPER BASIN ROAD LEADING NORTH AND A WASH ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0078 ***********************************************************************
 JT0078  DESIGNATION -  21 TKM USGS
 JT0078  PID         -  JT0078
 JT0078  STATE/COUNTY-  CA/LAKE
 JT0078  USGS QUAD   -  JERICHO VALLEY (1993)
 JT0078
 JT0078                         *CURRENT SURVEY CONTROL
 JT0078  ___________________________________________________________________
 JT0078* NAD 83(1986)-  38 51 36.     (N)    122 25 01.     (W)     SCALED    
 JT0078* NAVD 88     -       643.16   (+/-2cm)    2110.1    (feet)  VERTCON   
 JT0078  ___________________________________________________________________
 JT0078  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 JT0078  VERT ORDER  -  THIRD (See Below)
 JT0078
 JT0078.The horizontal coordinates were scaled from a topographic map and have
 JT0078.an estimated accuracy of +/- 6 seconds.
 JT0078
 JT0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0078.The vertical order pertains to the NGVD 29 superseded value.
 JT0078
 JT0078.The geoid height was determined by GEOID03.
 JT0078
 JT0078;                    North         East    Units  Estimated Accuracy
 JT0078;SPC CA 2     -   632,550.    1,963,810.      MT  (+/- 180 meters Scaled)
 JT0078
 JT0078                          SUPERSEDED SURVEY CONTROL
 JT0078
 JT0078  NGVD 29 (??/??/??)  642.29   (m)         2107.2    (f) RESET       3  
 JT0078
 JT0078.Superseded values are not recommended for survey control.
 JT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0078.See file dsdata.txt to determine how the superseded data were derived.
 JT0078
 JT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ505014(NAD 83)
 JT0078_MARKER: DD = SURVEY DISK
 JT0078_SETTING: 66 = SET IN ROCK OUTCROP
 JT0078_SP_SET: ROCK LEDGE
 JT0078_STAMPING: 21 TKM 1942 2107
 JT0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT0078+STABILITY: POSITION/ELEVATION WELL
 JT0078
 JT0078  HISTORY     - Date     Condition        Report By
 JT0078  HISTORY     - 1942     MONUMENTED       USGS
 JT0078  HISTORY     - 1966     GOOD             NGS
 JT0078
 JT0078                          STATION DESCRIPTION
 JT0078
 JT0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0078'13.3 MI SE FROM LOWER LAKE.
 JT0078'13.3 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0078'OFFICE AT LOWER LAKE, 0.15 MILE SOUTHWEST OF THE JUNCTION OF A
 JT0078'DRIVEWAY NORTHWEST TO A HOUSE, IN THE TOP OF A LEDGE ON THE
 JT0078'SOUTHWEST SIDE OF A LARGE OUTCROP WHICH PROJECTS ABOUT 15 FEET
 JT0078'ABOVE THE ROAD, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JT0078'52 FEET SOUTH AND ACROSS THE ROAD FROM A FENCE, 20 FEET NORTH
 JT0078'OF THE CENTER OF A DRY CREEK BED, 3.2 FEET SOUTHEAST OF A WITNESS
 JT0078'POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND 1 1/2 FEET
 JT0078'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0116 ***********************************************************************
 EU0116  DESIGNATION -  21 U
 EU0116  PID         -  EU0116
 EU0116  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0116  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0116
 EU0116                         *CURRENT SURVEY CONTROL
 EU0116  ___________________________________________________________________
 EU0116* NAD 83(1986)-  34 15 58.     (N)    114 16 12.     (W)     SCALED    
 EU0116* NAVD 88     -       342.71   (+/-2cm)    1124.4    (feet)  VERTCON   
 EU0116  ___________________________________________________________________
 EU0116  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 EU0116  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0116
 EU0116.The horizontal coordinates were scaled from a topographic map and have
 EU0116.an estimated accuracy of +/- 6 seconds.
 EU0116
 EU0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0116.The vertical order pertains to the NGVD 29 superseded value.
 EU0116
 EU0116.The geoid height was determined by GEOID03.
 EU0116
 EU0116;                    North         East    Units  Estimated Accuracy
 EU0116;SPC CA 5     -   591,350.    2,343,420.      MT  (+/- 180 meters Scaled)
 EU0116
 EU0116                          SUPERSEDED SURVEY CONTROL
 EU0116
 EU0116  NGVD 29 (??/??/??)  342.064  (m)         1122.26   (f) ADJUSTED    1 1
 EU0116
 EU0116.Superseded values are not recommended for survey control.
 EU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0116.See file dsdata.txt to determine how the superseded data were derived.
 EU0116
 EU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT513950(NAD 83)
 EU0116_MARKER: DD = SURVEY DISK
 EU0116_SETTING: 66 = SET IN ROCK OUTCROP
 EU0116_SP_SET: BEDROCK
 EU0116_STAMPING: 21 U
 EU0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0116+STABILITY: POSITION/ELEVATION WELL
 EU0116
 EU0116  HISTORY     - Date     Condition        Report By
 EU0116  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0116  HISTORY     - 1930     GOOD             MWDSC
 EU0116  HISTORY     - 1976     GOOD             NGS
 EU0116
 EU0116                          STATION DESCRIPTION
 EU0116
 EU0116'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0116'7 MI N FROM EARP.
 EU0116'7.0 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 300 FEET SOUTH OF
 EU0116'PRELIMINARY LOCATION SURVEY STATION M 382+91, 10 FEET EAST OF THE
 EU0116'COPPER BASIN ROAD, ON THE SOUTHEAST SIDE OF A STEEP NARROW CANYON,
 EU0116'IN BEDROCK, AND ABOUT ONE FOOT HIGHER THAN THE CANYON FLOOR.
 EU0116'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0116'DISK, MARKED WITH A TEE.
 EU0116
 EU0116                          STATION RECOVERY (1976)
 EU0116
 EU0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0116'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0116'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 5.25 MILES
 EU0116'NORTH ALONG THE COPPER BASIN ROAD, IN BEDROCK ON THE SOUTHWEST SIDE OF
 EU0116'WHERE A STEEP CLIFF JUTS OUT, 3.5 FT. WEST OF THE WEST SIDE OF THE
 EU0116'CLIFF, 12 FT. EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0516 ***********************************************************************
 KT0516  DESIGNATION -  21 USE
 KT0516  PID         -  KT0516
 KT0516  STATE/COUNTY-  CA/GLENN
 KT0516  USGS QUAD   -  PRINCETON (1973)
 KT0516
 KT0516                         *CURRENT SURVEY CONTROL
 KT0516  ___________________________________________________________________
 KT0516* NAD 83(1986)-  39 28 51.     (N)    122 01 10.     (W)     SCALED    
 KT0516* NAVD 88     -        28.68   (+/-2cm)      94.1    (feet)  VERTCON   
 KT0516  ___________________________________________________________________
 KT0516  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 KT0516  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0516
 KT0516.The horizontal coordinates were scaled from a topographic map and have
 KT0516.an estimated accuracy of +/- 6 seconds.
 KT0516
 KT0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0516.The vertical order pertains to the NGVD 29 superseded value.
 KT0516
 KT0516.The geoid height was determined by GEOID03.
 KT0516
 KT0516;                    North         East    Units  Estimated Accuracy
 KT0516;SPC CA 2     -   701,390.    1,998,330.      MT  (+/- 180 meters Scaled)
 KT0516
 KT0516                          SUPERSEDED SURVEY CONTROL
 KT0516
 KT0516  NGVD 29 (??/??/92)   27.953  (m)           91.71   (f) ADJ UNCH    1 2
 KT0516
 KT0516.Superseded values are not recommended for survey control.
 KT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0516.See file dsdata.txt to determine how the superseded data were derived.
 KT0516
 KT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ843705(NAD 83)
 KT0516_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0516_STAMPING: 21
 KT0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0516
 KT0516  HISTORY     - Date     Condition        Report By
 KT0516  HISTORY     - UNK      MONUMENTED       DOD
 KT0516  HISTORY     - 1949     GOOD             NGS
 KT0516
 KT0516                          STATION DESCRIPTION
 KT0516
 KT0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0516'3 MI S FROM GLENN.
 KT0516'0.1 MILE EAST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT
 KT0516'SCHOOL AT GLENN, THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 45,
 KT0516'73 1/2 FEET WEST OF THE CENTER OF A JUNCTION OF A GRAVEL ROAD
 KT0516'LEADING WEST, AT THE EAST END OF A CONCRETE BRIDGE OVER AN
 KT0516'IRRIGATION CANAL, 2.4 FEET WEST OF THE EAST END OF THE SOUTH
 KT0516'GUARD RAIL, ON THE SOUTH SHOULDER OF THE ROAD, 9 FEET SOUTH
 KT0516'OF THE CENTER LINE OF THE GRAVEL ROAD, AND RIVETED ON TOP
 KT0516'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3652 ***********************************************************************
 HS3652  DESIGNATION -  21 USGS
 HS3652  PID         -  HS3652
 HS3652  STATE/COUNTY-  CA/CONTRA COSTA
 HS3652  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3652
 HS3652                         *CURRENT SURVEY CONTROL
 HS3652  ___________________________________________________________________
 HS3652* NAD 83(1986)-  37 51 00.     (N)    121 37 21.     (W)     SCALED    
 HS3652* NAVD 88     -         7.71   (+/-2cm)      25.3    (feet)  VERTCON   
 HS3652  ___________________________________________________________________
 HS3652  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HS3652  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3652
 HS3652.The horizontal coordinates were scaled from a topographic map and have
 HS3652.an estimated accuracy of +/- 6 seconds.
 HS3652
 HS3652.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3652.The vertical order pertains to the NGVD 29 superseded value.
 HS3652
 HS3652.The geoid height was determined by GEOID03.
 HS3652
 HS3652;                    North         East    Units  Estimated Accuracy
 HS3652;SPC CA 3     -   650,420.    1,901,220.      MT  (+/- 180 meters Scaled)
 HS3652
 HS3652                          SUPERSEDED SURVEY CONTROL
 HS3652
 HS3652  NGVD 29 (??/??/??)    6.984  (m)           22.91   (f) ADJUSTED    1 1
 HS3652
 HS3652.Superseded values are not recommended for survey control.
 HS3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3652.See file dsdata.txt to determine how the superseded data were derived.
 HS3652
 HS3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG211900(NAD 83)
 HS3652_MARKER: P = PIPE CAP
 HS3652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3652_STAMPING: 21 CAL 23 23 1910
 HS3652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3652
 HS3652  HISTORY     - Date     Condition        Report By
 HS3652  HISTORY     - 1910     MONUMENTED       USGS
 HS3652  HISTORY     - 1957     GOOD             NGS
 HS3652  HISTORY     - 1966     GOOD             NGS
 HS3652
 HS3652                          STATION DESCRIPTION
 HS3652
 HS3652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3652'1.6 MI SE FROM BYRON.
 HS3652'1.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3652'FROM THE POST OFFICE AT BYRON, IN R3E T1S, IN THE NORTHEAST
 HS3652'QUARTER OF SECTION 15, AT THE CROSSING OF BYRON HOT SPRINGS
 HS3652'ROAD (CROSSING B 68. 42.0 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HS3652'30 FEET WEST OF THE CENTER OF THE T JUNCTION OF BYRON HIGHWAY
 HS3652'AND BYRON HOT SPRINGS ROAD LEADING SOUTH, 21 1/2 FEET SOUTHWEST
 HS3652'OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET SOUTHWEST OF POWER
 HS3652'LINE POLE 3/3, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 5 FEET
 HS3652'LOWER THAN THE TRACK, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 HS3652'AND FASTENED TO THE TOP OF AN IRON PIPE WHICH PROJECTS 1.4 FEET
 HS3652'ABOVE THE GROUND.
 HS3652
 HS3652                          STATION RECOVERY (1966)
 HS3652
 HS3652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0117 ***********************************************************************
 EU0117  DESIGNATION -  21 V
 EU0117  PID         -  EU0117
 EU0117  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0117  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0117
 EU0117                         *CURRENT SURVEY CONTROL
 EU0117  ___________________________________________________________________
 EU0117* NAD 83(1986)-  34 16 59.     (N)    114 16 54.     (W)     SCALED    
 EU0117* NAVD 88     -       417.51   (+/-2cm)    1369.8    (feet)  VERTCON   
 EU0117  ___________________________________________________________________
 EU0117  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0117  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0117
 EU0117.The horizontal coordinates were scaled from a topographic map and have
 EU0117.an estimated accuracy of +/- 6 seconds.
 EU0117
 EU0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0117.The vertical order pertains to the NGVD 29 superseded value.
 EU0117
 EU0117.The geoid height was determined by GEOID03.
 EU0117
 EU0117;                    North         East    Units  Estimated Accuracy
 EU0117;SPC CA 5     -   593,190.    2,342,280.      MT  (+/- 180 meters Scaled)
 EU0117
 EU0117                          SUPERSEDED SURVEY CONTROL
 EU0117
 EU0117  NGVD 29 (??/??/??)  416.848  (m)         1367.61   (f) ADJUSTED    1 1
 EU0117
 EU0117.Superseded values are not recommended for survey control.
 EU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0117.See file dsdata.txt to determine how the superseded data were derived.
 EU0117
 EU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT502968(NAD 83)
 EU0117_MARKER: DD = SURVEY DISK
 EU0117_SETTING: 66 = SET IN ROCK OUTCROP
 EU0117_SP_SET: BEDROCK
 EU0117_STAMPING: 21 V
 EU0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0117+STABILITY: POSITION/ELEVATION WELL
 EU0117
 EU0117  HISTORY     - Date     Condition        Report By
 EU0117  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0117  HISTORY     - 1930     GOOD             MWDSC
 EU0117  HISTORY     - 1976     GOOD             NGS
 EU0117
 EU0117                          STATION DESCRIPTION
 EU0117
 EU0117'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0117'8 MI N FROM EARP.
 EU0117'8.0 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 0.9 MILE SOUTHWEST
 EU0117'OF THE FIRST DIVIDE WEST OF COPPER BASIN, ABOUT 500 FEET SOUTHEAST
 EU0117'OF A SMALL ABANDONED WELL, 15 FEET SOUTHEAST OF THE COPPER
 EU0117'BASIN ROAD, AT THE WEST BASE OF A SMALL SLOPE, AND IN BEDROCK.
 EU0117'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0117'DISK, MARKED WITH A TEE.
 EU0117
 EU0117                          STATION RECOVERY (1976)
 EU0117
 EU0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0117'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0117'THENCE 4.4 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 6.8 MILES
 EU0117'NORTH ALONG COPPER BASIN ROAD, IN TOP OF THE WEST BASE OF A ROCK SLOPE
 EU0117'36 FT. EAST OF THE CENTER LINE OF THE ROAD, 5 FT. WEST OF THE WEST
 EU0117'WALL OF THE SLOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0118 ***********************************************************************
 EU0118  DESIGNATION -  21 W
 EU0118  PID         -  EU0118
 EU0118  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0118  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0118
 EU0118                         *CURRENT SURVEY CONTROL
 EU0118  ___________________________________________________________________
 EU0118* NAD 83(1986)-  34 17 38.     (N)    114 16 33.     (W)     SCALED    
 EU0118* NAVD 88     -       465.75   (+/-2cm)    1528.0    (feet)  VERTCON   
 EU0118  ___________________________________________________________________
 EU0118  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EU0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0118
 EU0118.The horizontal coordinates were scaled from a topographic map and have
 EU0118.an estimated accuracy of +/- 6 seconds.
 EU0118
 EU0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0118.The vertical order pertains to the NGVD 29 superseded value.
 EU0118
 EU0118.The geoid height was determined by GEOID03.
 EU0118
 EU0118;                    North         East    Units  Estimated Accuracy
 EU0118;SPC CA 5     -   594,410.    2,342,770.      MT  (+/- 180 meters Scaled)
 EU0118
 EU0118                          SUPERSEDED SURVEY CONTROL
 EU0118
 EU0118  NGVD 29 (??/??/??)  465.081  (m)         1525.85   (f) ADJUSTED    1 2
 EU0118
 EU0118.Superseded values are not recommended for survey control.
 EU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0118.See file dsdata.txt to determine how the superseded data were derived.
 EU0118
 EU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT507981(NAD 83)
 EU0118_MARKER: DD = SURVEY DISK
 EU0118_SETTING: 66 = SET IN ROCK OUTCROP
 EU0118_SP_SET: BEDROCK
 EU0118_STAMPING: 21 W
 EU0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0118+STABILITY: POSITION/ELEVATION WELL
 EU0118
 EU0118  HISTORY     - Date     Condition        Report By
 EU0118  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0118  HISTORY     - 1930     GOOD             MWDSC
 EU0118  HISTORY     - 1976     MARK NOT FOUND   NGS
 EU0118
 EU0118                          STATION DESCRIPTION
 EU0118
 EU0118'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0118'9 MI N FROM EARP.
 EU0118'9.0 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, ON THE FIRST
 EU0118'SUMMIT WEST OF COPPER BASIN, 40 FEET WEST OF THE ROAD, AND IN
 EU0118'BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EU0118'STANDARD DISK, MARKED WITH A TEE.
 EU0118
 EU0118                          STATION RECOVERY (1976)
 EU0118
 EU0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0118'A SEARCH WAS MADE FOR BENCH MARK, BUT NOT RECOVERED THIS DATE JUNE 2,
 EU0118'1976, BELIEVED DESTROYED BY MACHINERY WHEN A NEW ROAD WAS CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1425 ***********************************************************************
 DY1425  DESIGNATION -  21 W C OF LA
 DY1425  PID         -  DY1425
 DY1425  STATE/COUNTY-  CA/LOS ANGELES
 DY1425  USGS QUAD   -  VENICE (1981)
 DY1425
 DY1425                         *CURRENT SURVEY CONTROL
 DY1425  ___________________________________________________________________
 DY1425* NAD 83(1986)-  33 59 46.     (N)    118 26 53.     (W)     SCALED    
 DY1425* NAVD 88     -         9.07   (+/-2cm)      29.8    (feet)  VERTCON   
 DY1425  ___________________________________________________________________
 DY1425  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY1425  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1425
 DY1425.The horizontal coordinates were scaled from a topographic map and have
 DY1425.an estimated accuracy of +/- 6 seconds.
 DY1425
 DY1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1425.The vertical order pertains to the NGVD 29 superseded value.
 DY1425
 DY1425.The geoid height was determined by GEOID03.
 DY1425
 DY1425;                    North         East    Units  Estimated Accuracy
 DY1425;SPC CA 5     -   555,120.    1,958,600.      MT  (+/- 180 meters Scaled)
 DY1425
 DY1425                          SUPERSEDED SURVEY CONTROL
 DY1425
 DY1425  NGVD 29 (??/??/92)    8.32   (m)           27.3    (f) COMPUTED    1 2
 DY1425
 DY1425.Superseded values are not recommended for survey control.
 DY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1425.See file dsdata.txt to determine how the superseded data were derived.
 DY1425
 DY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT662626(NAD 83)
 DY1425_MARKER: DD = SURVEY DISK
 DY1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1425_STAMPING: 21 W 27
 DY1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1425+STABILITY: SURFACE MOTION
 DY1425
 DY1425  HISTORY     - Date     Condition        Report By
 DY1425  HISTORY     - UNK      MONUMENTED       CA1980
 DY1425  HISTORY     - 1964     GOOD             NGS
 DY1425
 DY1425                          STATION DESCRIPTION
 DY1425
 DY1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1425'AT VENICE.
 DY1425'AT VENICE, AT THE NORTH CORNER OF THE JUNCTION OF VENICE
 DY1425'BOULEVARD AND LOUELLA AVENUE, 24.0 FEET NORTHWEST OF THE NORTHWEST
 DY1425'CURB OF THE BOULEVARD, 1.6 FEET NORTHEAST OF THE NORTHEAST
 DY1425'CURB OF THE AVENUE, 23.0 FEET WEST OF THE SOUTH CORNER OF THE
 DY1425'CHURCH OF CHRIST BUILDING, 5.9 FEET SOUTHWEST OF THE SOUTHWEST
 DY1425'EDGE OF THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST
 DY1425'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0119 ***********************************************************************
 EU0119  DESIGNATION -  21 X
 EU0119  PID         -  EU0119
 EU0119  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0119  USGS QUAD   -  WHIPPLE WASH (1970)
 EU0119
 EU0119                         *CURRENT SURVEY CONTROL
 EU0119  ___________________________________________________________________
 EU0119* NAD 83(1986)-  34 18 00.     (N)    114 15 15.     (W)     SCALED    
 EU0119* NAVD 88     -       370.51   (+/-2cm)    1215.6    (feet)  VERTCON   
 EU0119  ___________________________________________________________________
 EU0119  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EU0119  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0119
 EU0119.The horizontal coordinates were scaled from a topographic map and have
 EU0119.an estimated accuracy of +/- 6 seconds.
 EU0119
 EU0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0119.The vertical order pertains to the NGVD 29 superseded value.
 EU0119
 EU0119.The geoid height was determined by GEOID03.
 EU0119
 EU0119;                    North         East    Units  Estimated Accuracy
 EU0119;SPC CA 5     -   595,160.    2,344,740.      MT  (+/- 180 meters Scaled)
 EU0119
 EU0119                          SUPERSEDED SURVEY CONTROL
 EU0119
 EU0119  NGVD 29 (??/??/??)  369.854  (m)         1213.43   (f) ADJUSTED    1 1
 EU0119
 EU0119.Superseded values are not recommended for survey control.
 EU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0119.See file dsdata.txt to determine how the superseded data were derived.
 EU0119
 EU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT527988(NAD 83)
 EU0119_MARKER: DD = SURVEY DISK
 EU0119_SETTING: 66 = SET IN ROCK OUTCROP
 EU0119_SP_SET: BEDROCK
 EU0119_STAMPING: 21 X
 EU0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0119+STABILITY: POSITION/ELEVATION WELL
 EU0119
 EU0119  HISTORY     - Date     Condition        Report By
 EU0119  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0119  HISTORY     - 1930     GOOD             MWDSC
 EU0119  HISTORY     - 1976     GOOD             NGS
 EU0119
 EU0119                          STATION DESCRIPTION
 EU0119
 EU0119'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0119'9.5 MI N FROM EARP.
 EU0119'ABOUT 9-1/2 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 1.6 MILES
 EU0119'EAST OF THE FIRST SUMMIT WEST OF COPPER BASIN, 250 FEET SOUTHEAST
 EU0119'OF THE JUNCTION OF THE BANDIT CANYON AND COPPER BASIN MINE ROADS,
 EU0119'ON THE NORTHWEST POINT OF A LARGE ROCKY MOUND, ABOUT 3 FEET
 EU0119'ABOVE THE BOTTOM OF A WASH, AND IN BEDROCK.  A METROPOLITAN WATER
 EU0119'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 EU0119
 EU0119                          STATION RECOVERY (1976)
 EU0119
 EU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0119'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP
 EU0119'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 9.15 MILES
 EU0119'NORTH ALONG THE COPPER BASIN ROAD, IN THE WEST SIDE OF A ROCK BLUFF,
 EU0119'274 FT. EAST OF THE CENTERLINE OF THE ROAD, ON THE EAST EDGE OF A
 EU0119'SMALL WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0120 ***********************************************************************
 EU0120  DESIGNATION -  21 Y
 EU0120  PID         -  EU0120
 EU0120  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0120  USGS QUAD   -  GENE WASH (1975)
 EU0120
 EU0120                         *CURRENT SURVEY CONTROL
 EU0120  ___________________________________________________________________
 EU0120* NAD 83(1986)-  34 17 38.     (N)    114 14 14.     (W)     SCALED    
 EU0120* NAVD 88     -       308.15   (+/-2cm)    1011.0    (feet)  VERTCON   
 EU0120  ___________________________________________________________________
 EU0120  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0120  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0120
 EU0120.The horizontal coordinates were scaled from a topographic map and have
 EU0120.an estimated accuracy of +/- 6 seconds.
 EU0120
 EU0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0120.The vertical order pertains to the NGVD 29 superseded value.
 EU0120
 EU0120.The geoid height was determined by GEOID03.
 EU0120
 EU0120;                    North         East    Units  Estimated Accuracy
 EU0120;SPC CA 5     -   594,550.    2,346,330.      MT  (+/- 180 meters Scaled)
 EU0120
 EU0120                          SUPERSEDED SURVEY CONTROL
 EU0120
 EU0120  NGVD 29 (??/??/??)  307.501  (m)         1008.86   (f) ADJUSTED    1 2
 EU0120
 EU0120.Superseded values are not recommended for survey control.
 EU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0120.See file dsdata.txt to determine how the superseded data were derived.
 EU0120
 EU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT542981(NAD 83)
 EU0120_MARKER: DD = SURVEY DISK
 EU0120_SETTING: 66 = SET IN ROCK OUTCROP
 EU0120_SP_SET: SANDSTONE OUTCROP
 EU0120_STAMPING: 21 Y
 EU0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0120+STABILITY: POSITION/ELEVATION WELL
 EU0120
 EU0120  HISTORY     - Date     Condition        Report By
 EU0120  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0120  HISTORY     - 1930     GOOD             MWDSC
 EU0120  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0120
 EU0120                          STATION DESCRIPTION
 EU0120
 EU0120'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0120'9.8 MI N FROM EARP.
 EU0120'ABOUT 9-3/4 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 2.9
 EU0120'MILES EAST OF THE FIRST SUMMIT WEST OF COPPER BASIN, 0.4 MILE
 EU0120'SOUTHWEST OF THE ENTRANCE TO BANDIT CANYON, 70 FEET NORTHEAST
 EU0120'OF THE ROAD, 10 FEET EAST OF A SMALL WASH, IN A LARGE, FLAT,
 EU0120'RED SANDSTONE OUTCROP, AND ABOUT 5 FEET ABOVE GROUND.  A
 EU0120'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 EU0120'MARKED WITH A TEE.  NOTE-- BENCH MARK IS BELOW PRESENT WATER
 EU0120'LEVEL OF COPPER BASIN RESERVOIR, AND WAS NOT RECOVERED.
 EU0120
 EU0120                          STATION RECOVERY (1959)
 EU0120
 EU0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0121 ***********************************************************************
 EU0121  DESIGNATION -  21 Z
 EU0121  PID         -  EU0121
 EU0121  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0121  USGS QUAD   -  GENE WASH (1975)
 EU0121
 EU0121                         *CURRENT SURVEY CONTROL
 EU0121  ___________________________________________________________________
 EU0121* NAD 83(1986)-  34 17 34.     (N)    114 14 02.     (W)     SCALED    
 EU0121* NAVD 88     -       303.24   (+/-2cm)     994.9    (feet)  VERTCON   
 EU0121  ___________________________________________________________________
 EU0121  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0121
 EU0121.The horizontal coordinates were scaled from a topographic map and have
 EU0121.an estimated accuracy of +/- 6 seconds.
 EU0121
 EU0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0121.The vertical order pertains to the NGVD 29 superseded value.
 EU0121
 EU0121.The geoid height was determined by GEOID03.
 EU0121
 EU0121;                    North         East    Units  Estimated Accuracy
 EU0121;SPC CA 5     -   594,430.    2,346,640.      MT  (+/- 180 meters Scaled)
 EU0121
 EU0121                          SUPERSEDED SURVEY CONTROL
 EU0121
 EU0121  NGVD 29 (??/??/??)  302.597  (m)          992.77   (f) ADJUSTED    1 2
 EU0121
 EU0121.Superseded values are not recommended for survey control.
 EU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0121.See file dsdata.txt to determine how the superseded data were derived.
 EU0121
 EU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT546980(NAD 83)
 EU0121_MARKER: DD = SURVEY DISK
 EU0121_SETTING: 66 = SET IN ROCK OUTCROP
 EU0121_SP_SET: SANDSTONE OUTCROP
 EU0121_STAMPING: 21 Z
 EU0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0121+STABILITY: POSITION/ELEVATION WELL
 EU0121
 EU0121  HISTORY     - Date     Condition        Report By
 EU0121  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0121  HISTORY     - 1930     GOOD             MWDSC
 EU0121  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0121
 EU0121                          STATION DESCRIPTION
 EU0121
 EU0121'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0121'9.8 MI N FROM EARP.
 EU0121'ABOUT 9-3/4 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 0.2
 EU0121'MILE WEST OF THE ENTRANCE TO BANDIT CANYON, AT A ROAD TURN
 EU0121'NORTH TO BANDIT CANYON FROM COPPER BASIN WASH, 50 FEET NORTHWEST
 EU0121'OF THE ROAD, IN A FLAT, RED SANDSTONE OUTCROP, AND ABOUT 4 FEET
 EU0121'ABOVE THE BOTTOM OF THE WASH.  A METROPOLITAN WATER DISTRICT OF
 EU0121'SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- BENCH
 EU0121'MARK WAS BELOW PRESENT WATER LEVEL OF COPPER BASIN RESERVOIR
 EU0121'AND WAS NOT RECOVERED.
 EU0121
 EU0121                          STATION RECOVERY (1959)
 EU0121
 EU0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2091 ***********************************************************************
 GU2091  DESIGNATION -  21.2=21 M USE
 GU2091  PID         -  GU2091
 GU2091  STATE/COUNTY-  CA/MONTEREY
 GU2091  USGS QUAD   -  MONTEREY (1983)
 GU2091
 GU2091                         *CURRENT SURVEY CONTROL
 GU2091  ___________________________________________________________________
 GU2091* NAD 83(1986)-  36 36 34.     (N)    121 53 46.     (W)     SCALED    
 GU2091* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 GU2091  ___________________________________________________________________
 GU2091  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 GU2091  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2091
 GU2091.The horizontal coordinates were scaled from a topographic map and have
 GU2091.an estimated accuracy of +/- 6 seconds.
 GU2091
 GU2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2091.The vertical order pertains to the NGVD 29 superseded value.
 GU2091
 GU2091.The geoid height was determined by GEOID03.
 GU2091
 GU2091;                    North         East    Units  Estimated Accuracy
 GU2091;SPC CA 4     -   645,510.    1,740,950.      MT  (+/- 180 meters Scaled)
 GU2091
 GU2091                          SUPERSEDED SURVEY CONTROL
 GU2091
 GU2091  NGVD 29 (??/??/92)    6.461  (m)           21.20   (f) ADJ UNCH    1 1
 GU2091
 GU2091.Superseded values are not recommended for survey control.
 GU2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2091.See file dsdata.txt to determine how the superseded data were derived.
 GU2091
 GU2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF987521(NAD 83)
 GU2091_MARKER: DD = SURVEY DISK
 GU2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2091_STAMPING: 21 M
 GU2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2091+STABILITY: SURFACE MOTION
 GU2091
 GU2091  HISTORY     - Date     Condition        Report By
 GU2091  HISTORY     - UNK      MONUMENTED       DOD
 GU2091  HISTORY     - 1968     GOOD             NGS
 GU2091  HISTORY     - 1971     GOOD             CA-053
 GU2091  HISTORY     - 1977     GOOD             NGS
 GU2091
 GU2091                          STATION DESCRIPTION
 GU2091
 GU2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2091'AT MONTEREY.
 GU2091'AT MONTEREY, 0.05 MILE EAST OF THE INTERSECTION OF CANNERY ROW
 GU2091'AND FOAM STREET, AT THE WEST CORNER OF THE INTERSECTION OF
 GU2091'CANNERY ROW AND A ROAD LEADING EAST ONTO THE COAST GUARD PIER AND
 GU2091'BREAKWATER, IN A GRAVELED SIDEWALK, 114 FEET NORTHEAST OF THE
 GU2091'NORTHEAST RAIL OF THE TRACK OF THE SOUTHERN PACIFIC COMPANY
 GU2091'RAILROAD, 87.4 FEET NORTH OF THE NORTHWEST CORNER OF THE COAST
 GU2091'GUARD WAREHOUSE, 43.3 FEET NORTH OF THE CENTERLINE OF CANNERY
 GU2091'ROW LEADING WEST, 18.0 FEET SOUTHWEST OF THE CENTERLINE OF
 GU2091'CANNERY ROW LEADING NORTHWEST, 6.2 FEET NORTH OF THE SOUTHWEST
 GU2091'CORNER OF THE SAN CARLOS CANNERY WAREHOUSE, AND SET IN THE TOP
 GU2091'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GU2091
 GU2091                          STATION RECOVERY (1971)
 GU2091
 GU2091'RECOVERY NOTE BY MONTEREY COUNTY CALIFORNIA 1971
 GU2091'RECOVERED IN GOOD CONDITION.
 GU2091
 GU2091                          STATION RECOVERY (1977)
 GU2091
 GU2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3980 ***********************************************************************
 EW3980  DESIGNATION -  21.47 CAHD
 EW3980  PID         -  EW3980
 EW3980  STATE/COUNTY-  CA/LOS ANGELES
 EW3980  USGS QUAD   -  TOPANGA (1991)
 EW3980
 EW3980                         *CURRENT SURVEY CONTROL
 EW3980  ___________________________________________________________________
 EW3980* NAD 83(1986)-  34 01 53.     (N)    118 31 21.     (W)     SCALED    
 EW3980* NAVD 88     -         7.30   (+/-2cm)      24.0    (feet)  VERTCON   
 EW3980  ___________________________________________________________________
 EW3980  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EW3980  VERT ORDER  -  THIRD (See Below)
 EW3980
 EW3980.The horizontal coordinates were scaled from a topographic map and have
 EW3980.an estimated accuracy of +/- 6 seconds.
 EW3980
 EW3980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3980.The vertical order pertains to the NGVD 29 superseded value.
 EW3980
 EW3980.The geoid height was determined by GEOID03.
 EW3980
 EW3980;                    North         East    Units  Estimated Accuracy
 EW3980;SPC CA 5     -   559,070.    1,951,750.      MT  (+/- 180 meters Scaled)
 EW3980
 EW3980                          SUPERSEDED SURVEY CONTROL
 EW3980
 EW3980  NGVD 29 (??/??/??)    6.54   (m)           21.5    (f) RESET       3  
 EW3980
 EW3980.Superseded values are not recommended for survey control.
 EW3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3980.See file dsdata.txt to determine how the superseded data were derived.
 EW3980
 EW3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT594666(NAD 83)
 EW3980_MARKER: Q = CHISELED SQUARE
 EW3980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3980_SP_SET: CURB
 EW3980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3980
 EW3980  HISTORY     - Date     Condition        Report By
 EW3980  HISTORY     - UNK      MONUMENTED       CADH
 EW3980  HISTORY     - 1933     GOOD             NGS
 EW3980  HISTORY     - 1968     MARK NOT FOUND   NGS
 EW3980
 EW3980                          STATION DESCRIPTION
 EW3980
 EW3980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EW3980'2.3 MI NW FROM SANTA MONICA.
 EW3980'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 101 ALT. (ROOSEVELT
 EW3980'HIGHWAY) FROM COLORADO AVENUE AT SANTA MONICA, LOS ANGELES
 EW3980'COUNTY, 0.3 MILE NORTHWEST OF THE INTERSECTION OF CHANNEL ROAD,
 EW3980'ON THE SOUTHEAST SIDE OF THE HIGHWAY, AT SEWAGE PUMPING PLANT
 EW3980'NO. 15, AND ON THE CONCRETE CURBING AROUND THE PLANT.  A CHISELED
 EW3980'SQUARE.
 EW3980
 EW3980                          STATION RECOVERY (1968)
 EW3980
 EW3980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EW3980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0619 ***********************************************************************
 HS0619  DESIGNATION -  21.49 USBR
 HS0619  PID         -  HS0619
 HS0619  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0619  USGS QUAD   -  VERNALIS (1991)
 HS0619
 HS0619                         *CURRENT SURVEY CONTROL
 HS0619  ___________________________________________________________________
 HS0619* NAD 83(1986)-  37 38 29.     (N)    121 21 40.     (W)     SCALED    
 HS0619* NAVD 88     -        58.85   (+/-2cm)     193.1    (feet)  VERTCON   
 HS0619  ___________________________________________________________________
 HS0619  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HS0619  VERT ORDER  -  THIRD (See Below)
 HS0619
 HS0619.The horizontal coordinates were scaled from a topographic map and have
 HS0619.an estimated accuracy of +/- 6 seconds.
 HS0619
 HS0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0619.The vertical order pertains to the NGVD 29 superseded value.
 HS0619
 HS0619.The geoid height was determined by GEOID03.
 HS0619
 HS0619;                    North         East    Units  Estimated Accuracy
 HS0619;SPC CA 3     -   627,020.    1,924,010.      MT  (+/- 180 meters Scaled)
 HS0619
 HS0619                          SUPERSEDED SURVEY CONTROL
 HS0619
 HS0619  NGVD 29 (??/??/??)   58.10   (m)          190.6    (f) RESET       3  
 HS0619
 HS0619.Superseded values are not recommended for survey control.
 HS0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0619.See file dsdata.txt to determine how the superseded data were derived.
 HS0619
 HS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG445672(NAD 83)
 HS0619_MARKER: DD = SURVEY DISK
 HS0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0619_SP_SET: CURB
 HS0619_STAMPING: 21.48
 HS0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0619
 HS0619  HISTORY     - Date     Condition        Report By
 HS0619  HISTORY     - UNK      MONUMENTED       BOR
 HS0619  HISTORY     - 1965     GOOD             NGS
 HS0619
 HS0619                          STATION DESCRIPTION
 HS0619
 HS0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS0619'8.4 MI SE FROM TRACY.
 HS0619'4.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 HS0619'THE STATION AT TRACY, THENCE 3.9 MILES SOUTH ALONG BIRD ROAD,
 HS0619'0.2 MILE NORTH OF THE JUNCTION OF VERNALIS ROAD EAST, IN THE TOP
 HS0619'OF THE SOUTH END OF THE EAST CONCRETE CURB OF BRIDGE B C 21.49
 HS0619'OVER DELTA-MENDOTA CANAL, 11 FEET EAST OF THE CENTER LINE OF THE
 HS0619'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0369 ***********************************************************************
 HS0369  DESIGNATION -  21.74=21.40 EBMUD
 HS0369  PID         -  HS0369
 HS0369  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0369  USGS QUAD   -  STOCKTON WEST (1987)
 HS0369
 HS0369                         *CURRENT SURVEY CONTROL
 HS0369  ___________________________________________________________________
 HS0369* NAD 83(1986)-  37 58 04.     (N)    121 22 19.     (W)     SCALED    
 HS0369* NAVD 88     -         7.02   (+/-2cm)      23.0    (feet)  VERTCON   
 HS0369  ___________________________________________________________________
 HS0369  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS0369  VERT ORDER  -  THIRD (See Below)
 HS0369
 HS0369.The horizontal coordinates were scaled from a topographic map and have
 HS0369.an estimated accuracy of +/- 6 seconds.
 HS0369
 HS0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0369.The vertical order pertains to the NGVD 29 superseded value.
 HS0369
 HS0369.The geoid height was determined by GEOID03.
 HS0369
 HS0369;                    North         East    Units  Estimated Accuracy
 HS0369;SPC CA 3     -   663,250.    1,923,390.      MT  (+/- 180 meters Scaled)
 HS0369
 HS0369                          SUPERSEDED SURVEY CONTROL
 HS0369
 HS0369  NGVD 29 (??/??/??)    6.38   (m)           20.9    (f) RESET       3  
 HS0369
 HS0369.Superseded values are not recommended for survey control.
 HS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0369.See file dsdata.txt to determine how the superseded data were derived.
 HS0369
 HS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH430034(NAD 83)
 HS0369_MARKER: DD = SURVEY DISK
 HS0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0369_SP_SET: CONCRETE MANHOLE
 HS0369_STAMPING: P 1937 58.42 H 1937 38.03 21.40 STA
 HS0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0369
 HS0369  HISTORY     - Date     Condition        Report By
 HS0369  HISTORY     - 1937     MONUMENTED       EBMUD
 HS0369  HISTORY     - 1964     GOOD             NGS
 HS0369  HISTORY     - 1967     GOOD             NGS
 HS0369
 HS0369                          STATION DESCRIPTION
 HS0369
 HS0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0369'AT ROBERTS ISLAND.
 HS0369'ON THE NORTHEAST SIDE OF ROBERTS ISLAND, 0.1 MILE NORTHWEST
 HS0369'ALONG A DIRT ROAD ON THE TOP OF THE SOUTHWEST LEVEE OF STOCKTON
 HS0369'DEEPWATER CHANNEL FROM THE NORTHWEST END OF BURNS CUTOFF, AT
 HS0369'THE EAST BAY MUNICIPAL UTILITY DISTRICT TWIN PIPE LINE CROSSING
 HS0369'(PIPES GO UNDER LEVEE AND THE CHANNEL), IN THE TOP OF THE NORTHEAST
 HS0369'SIDE OF THE CONCRETE BOX MANHOLE NO. 107, 109.3 FEET WEST OF THE
 HS0369'WEST LEG OF A WOODEN TOWER SUPPORTING CHANNEL LIGHT 42, 15 FEET
 HS0369'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT NORTHEAST OF A
 HS0369'STEEL PLATE, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.  NOTE--
 HS0369'THE STAMPING 21.74 WAS CHANGED TO 21.40.  THE MARK IS IN R 5 E,
 HS0369'T 1 N.
 HS0369
 HS0369                          STATION RECOVERY (1967)
 HS0369
 HS0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0262 ***********************************************************************
 LU0262  DESIGNATION -  210 B
 LU0262  PID         -  LU0262
 LU0262  STATE/COUNTY-  CA/TEHAMA
 LU0262  USGS QUAD   -  LOS MOLINOS (1976)
 LU0262
 LU0262                         *CURRENT SURVEY CONTROL
 LU0262  ___________________________________________________________________
 LU0262* NAD 83(1986)-  40 00 30.     (N)    122 05 36.     (W)     SCALED    
 LU0262* NAVD 88     -        65.25   (+/-2cm)     214.1    (feet)  VERTCON   
 LU0262  ___________________________________________________________________
 LU0262  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 LU0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0262
 LU0262.The horizontal coordinates were scaled from a topographic map and have
 LU0262.an estimated accuracy of +/- 6 seconds.
 LU0262
 LU0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0262.The vertical order pertains to the NGVD 29 superseded value.
 LU0262
 LU0262.The geoid height was determined by GEOID03.
 LU0262
 LU0262;                    North         East    Units  Estimated Accuracy
 LU0262;SPC CA 1     -   574,960.    1,992,030.      MT  (+/- 180 meters Scaled)
 LU0262
 LU0262                          SUPERSEDED SURVEY CONTROL
 LU0262
 LU0262  NGVD 29 (??/??/92)   64.520  (m)          211.68   (f) ADJ UNCH    1 2
 LU0262
 LU0262.Superseded values are not recommended for survey control.
 LU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0262.See file dsdata.txt to determine how the superseded data were derived.
 LU0262
 LU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK773290(NAD 83)
 LU0262_MARKER: Z = SEE DESCRIPTION
 LU0262_SETTING: 0 = UNSPECIFIED SETTING
 LU0262_STAMPING: 211.387 210 B 1902
 LU0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0262
 LU0262  HISTORY     - Date     Condition        Report By
 LU0262  HISTORY     - 1902     MONUMENTED       USGS
 LU0262  HISTORY     - 1947     GOOD             NGS
 LU0262  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0262
 LU0262                          STATION DESCRIPTION
 LU0262
 LU0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LU0262'1 MI S FROM LOS MOLINOS.
 LU0262'1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 LU0262'THE STATION AT LOS MOLINOS, TEHAMA COUNTY, AT MILEAGE 208.6, 39
 LU0262'FEET NORTHEAST OF THE TRACK, AND 41 FEET SOUTHWEST OF THE
 LU0262'CENTERLINE OF A HIGHWAY.
 LU0262
 LU0262                          STATION RECOVERY (1988)
 LU0262
 LU0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0203 ***********************************************************************
 DY0203  DESIGNATION -  210 C OF LB
 DY0203  PID         -  DY0203
 DY0203  STATE/COUNTY-  CA/LOS ANGELES
 DY0203  USGS QUAD   -  LONG BEACH (1981)
 DY0203
 DY0203                         *CURRENT SURVEY CONTROL
 DY0203  ___________________________________________________________________
 DY0203* NAD 83(1986)-  33 45 37.     (N)    118 14 17.     (W)     SCALED    
 DY0203* NAVD 88     -         2.55   (+/-2cm)       8.4    (feet)  VERTCON   
 DY0203  ___________________________________________________________________
 DY0203  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0203  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0203
 DY0203.The horizontal coordinates were scaled from a topographic map and have
 DY0203.an estimated accuracy of +/- 6 seconds.
 DY0203
 DY0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0203.The vertical order pertains to the NGVD 29 superseded value.
 DY0203
 DY0203.The geoid height was determined by GEOID03.
 DY0203
 DY0203;                    North         East    Units  Estimated Accuracy
 DY0203;SPC CA 5     -   528,900.    1,977,940.      MT  (+/- 180 meters Scaled)
 DY0203
 DY0203                          SUPERSEDED SURVEY CONTROL
 DY0203
 DY0203  NGVD 29 (??/??/92)    1.741  (m)            5.71   (f) ADJ UNCH    1 2
 DY0203
 DY0203.Superseded values are not recommended for survey control.
 DY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0203.See file dsdata.txt to determine how the superseded data were derived.
 DY0203
 DY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853362(NAD 83)
 DY0203_MARKER: DD = SURVEY DISK
 DY0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0203_STAMPING: 100 N U BASE LINE
 DY0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0203+STABILITY: SURFACE MOTION
 DY0203
 DY0203  HISTORY     - Date     Condition        Report By
 DY0203  HISTORY     - UNK      MONUMENTED       CA1970
 DY0203  HISTORY     - 1932     GOOD             NGS
 DY0203  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0203
 DY0203                          STATION DESCRIPTION
 DY0203
 DY0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DY0203'AT LONG BEACH.
 DY0203'ON TERMINAL ISLAND, ABOUT 350 FEET WEST OF RAILROAD SWITCH,
 DY0203'115 YARDS WEST OF A ROAD CROSSING, BETWEEN TWO SECTION HOUSES,
 DY0203'277 FEET WEST OF AN OIL WELL, FIRST WELL WEST OF UNION PACIFIC
 DY0203'RAILROAD WELL NO. 114, 89.5 FEET SOUTH OF CENTERLINE OF TRACKS
 DY0203'AND ABOUT 2.5 FEET BELOW SURFACE OF GROUND, SET IN CONCRETE
 DY0203'POST.
 DY0203
 DY0203                          STATION RECOVERY (1945)
 DY0203
 DY0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0795 ***********************************************************************
 FU0795  DESIGNATION -  210+00 CAHD
 FU0795  PID         -  FU0795
 FU0795  STATE/COUNTY-  CA/TULARE
 FU0795  USGS QUAD   -  DELANO WEST (1969)
 FU0795
 FU0795                         *CURRENT SURVEY CONTROL
 FU0795  ___________________________________________________________________
 FU0795* NAD 83(1986)-  35 50 55.     (N)    119 15 56.     (W)     SCALED    
 FU0795* NAVD 88     -        89.05   (+/-2cm)     292.2    (feet)  VERTCON   
 FU0795  ___________________________________________________________________
 FU0795  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 FU0795  VERT ORDER  -  THIRD (See Below)
 FU0795
 FU0795.The horizontal coordinates were scaled from a topographic map and have
 FU0795.an estimated accuracy of +/- 6 seconds.
 FU0795
 FU0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0795.The vertical order pertains to the NGVD 29 superseded value.
 FU0795
 FU0795.The geoid height was determined by GEOID03.
 FU0795
 FU0795;                    North         East    Units  Estimated Accuracy
 FU0795;SPC CA 4     -   557,210.    1,976,010.      MT  (+/- 180 meters Scaled)
 FU0795
 FU0795                          SUPERSEDED SURVEY CONTROL
 FU0795
 FU0795  NGVD 29 (??/??/??)   88.23   (m)          289.5    (f) RESET       3  
 FU0795
 FU0795.Superseded values are not recommended for survey control.
 FU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0795.See file dsdata.txt to determine how the superseded data were derived.
 FU0795
 FU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV954695(NAD 83)
 FU0795_MARKER: DD = SURVEY DISK
 FU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0795+STABILITY: SURFACE MOTION
 FU0795
 FU0795  HISTORY     - Date     Condition        Report By
 FU0795  HISTORY     - UNK      MONUMENTED       CADH
 FU0795  HISTORY     - 1957     GOOD             NGS
 FU0795  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0795
 FU0795                          STATION DESCRIPTION
 FU0795
 FU0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0795'2.6 MI S FROM EARLIMART.
 FU0795'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0795'FROM THE STATION AT EARLIMART, IN R25E T24S S15, 0.1 MILE SOUTH
 FU0795'OF THE ABANDONED CROSSING OF AVENUE 32 (5E), BETWEEN THE
 FU0795'EAST-WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 53 FEET EAST
 FU0795'OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 35 1/2
 FU0795'FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 FU0795'0.8 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 FU0795'WEST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FU0795'POST 0.1 FOOT UNDERGROUND.
 FU0795
 FU0795                          STATION RECOVERY (1969)
 FU0795
 FU0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1691 ***********************************************************************
 EW1691  DESIGNATION -  210.728 C OF LA
 EW1691  PID         -  EW1691
 EW1691  STATE/COUNTY-  CA/LOS ANGELES
 EW1691  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1691
 EW1691                         *CURRENT SURVEY CONTROL
 EW1691  ___________________________________________________________________
 EW1691* NAD 83(1986)-  34 05 06.     (N)    118 22 59.     (W)     SCALED    
 EW1691* NAVD 88     -        64.98   (+/-2cm)     213.2    (feet)  VERTCON   
 EW1691  ___________________________________________________________________
 EW1691  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 EW1691  VERT ORDER  -  THIRD (See Below)
 EW1691
 EW1691.The horizontal coordinates were scaled from a topographic map and have
 EW1691.an estimated accuracy of +/- 6 seconds.
 EW1691
 EW1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1691.The vertical order pertains to the NGVD 29 superseded value.
 EW1691
 EW1691.The geoid height was determined by GEOID03.
 EW1691
 EW1691;                    North         East    Units  Estimated Accuracy
 EW1691;SPC CA 5     -   564,960.    1,964,650.      MT  (+/- 180 meters Scaled)
 EW1691
 EW1691                          SUPERSEDED SURVEY CONTROL
 EW1691
 EW1691  NGVD 29 (??/??/??)   64.20   (m)          210.6    (f) RESET       3  
 EW1691
 EW1691.Superseded values are not recommended for survey control.
 EW1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1691.See file dsdata.txt to determine how the superseded data were derived.
 EW1691
 EW1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT724724(NAD 83)
 EW1691_MARKER: S = SPIKE
 EW1691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1691_SP_SET: CATCH BASIN
 EW1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1691
 EW1691  HISTORY     - Date     Condition        Report By
 EW1691  HISTORY     - UNK      MONUMENTED       CA1980
 EW1691  HISTORY     - 1945     GOOD             NGS
 EW1691
 EW1691                          STATION DESCRIPTION
 EW1691
 EW1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1691'AT LOS ANGELES.
 EW1691'AT LOS ANGELES AT THE INTESECTION OF SANTA MONICA BOULEVARD
 EW1691'AND HANCOCK AVENUE, 1.0 FOOT WEST OF THE WEST CURB OF HANCOCK
 EW1691'AVENUE AND 21.4 FEET NORTH OF THE NORTHWEST CURB OF SANTA MONICA
 EW1691'BOULEVARD AND SET IN THE SOUTH SIDE OF A CATCH BASIN.  A CUT
 EW1691'SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0460 ***********************************************************************
 FV0460  DESIGNATION -  2100 USGS
 FV0460  PID         -  FV0460
 FV0460  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0460  USGS QUAD   -  LA PANZA NE (1973)
 FV0460
 FV0460                         *CURRENT SURVEY CONTROL
 FV0460  ___________________________________________________________________
 FV0460* NAD 83(1986)-  35 22 44.     (N)    120 06 26.     (W)     SCALED    
 FV0460* NAVD 88     -       641.63   (+/-2cm)    2105.1    (feet)  VERTCON   
 FV0460  ___________________________________________________________________
 FV0460  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 FV0460  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0460
 FV0460.The horizontal coordinates were scaled from a topographic map and have
 FV0460.an estimated accuracy of +/- 6 seconds.
 FV0460
 FV0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0460.The vertical order pertains to the NGVD 29 superseded value.
 FV0460
 FV0460.The geoid height was determined by GEOID03.
 FV0460
 FV0460;                    North         East    Units  Estimated Accuracy
 FV0460;SPC CA 5     -   710,430.    1,808,540.      MT  (+/- 180 meters Scaled)
 FV0460
 FV0460                          SUPERSEDED SURVEY CONTROL
 FV0460
 FV0460  NGVD 29 (??/??/92)  640.742  (m)         2102.17   (f) ADJ UNCH    1 2
 FV0460
 FV0460.Superseded values are not recommended for survey control.
 FV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0460.See file dsdata.txt to determine how the superseded data were derived.
 FV0460
 FV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE627189(NAD 83)
 FV0460_MARKER: P = PIPE CAP
 FV0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0460_STAMPING: 2100
 FV0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0460
 FV0460  HISTORY     - Date     Condition        Report By
 FV0460  HISTORY     - UNK      MONUMENTED       USGS
 FV0460  HISTORY     - 1957     POOR             NGS
 FV0460  HISTORY     - 1977     MARK NOT FOUND   NGS
 FV0460
 FV0460                          STATION DESCRIPTION
 FV0460
 FV0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0460'7.5 MI NW FROM SIMMLER.
 FV0460'7.5 MILES NORTHWEST ALONG STATE HIGHWAY 178 FROM THE DIVISION
 FV0460'OF HIGHWAYS MAINTENANCE STATION AT SIMMLER, IN R17E, T29S, IN
 FV0460'THE NORTHWEST QUARTER OF SECTION 25, ON THE OUTSIDE OF A CURVE,
 FV0460'AT A SUMMIT, IN A FIELD, 41 1/2 FEET NORTH OF THE CENTER LINE
 FV0460'OF THE HIGHWAY, 12 1/2 FEET NORTH OF THE WEST END OF A GATE,
 FV0460'ABOUT LEVEL WITH THE HIGHWAY, 12 1/2 FEET NORTH OF THE WEST END
 FV0460'OF A GATE, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP
 FV0460'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FV0460'NOTE-- THE IRON PIPE IS LEANING AND THE BRONZE CAP IS BATTERED.
 FV0460
 FV0460                          STATION RECOVERY (1977)
 FV0460
 FV0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0460'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0660 ***********************************************************************
 KT0660  DESIGNATION -  211 00.96 BPR
 KT0660  PID         -  KT0660
 KT0660  STATE/COUNTY-  CA/MENDOCINO
 KT0660  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0660
 KT0660                         *CURRENT SURVEY CONTROL
 KT0660  ___________________________________________________________________
 KT0660* NAD 83(1986)-  39 49 08.     (N)    122 58 38.     (W)     SCALED    
 KT0660* NAVD 88     -      1189.72   (+/-2cm)    3903.3    (feet)  VERTCON   
 KT0660  ___________________________________________________________________
 KT0660  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 KT0660  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0660
 KT0660.The horizontal coordinates were scaled from a topographic map and have
 KT0660.an estimated accuracy of +/- 6 seconds.
 KT0660
 KT0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0660.The vertical order pertains to the NGVD 29 superseded value.
 KT0660
 KT0660.The geoid height was determined by GEOID03.
 KT0660
 KT0660;                    North         East    Units  Estimated Accuracy
 KT0660;SPC CA 2     -   739,370.    1,916,330.      MT  (+/- 180 meters Scaled)
 KT0660
 KT0660                          SUPERSEDED SURVEY CONTROL
 KT0660
 KT0660  NGVD 29 (??/??/92) 1188.687  (m)         3899.88   (f) ADJ UNCH    1 2
 KT0660
 KT0660.Superseded values are not recommended for survey control.
 KT0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0660.See file dsdata.txt to determine how the superseded data were derived.
 KT0660
 KT0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK019076(NAD 83)
 KT0660_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0660_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0660_STAMPING: 3888.38 211 00.96
 KT0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0660
 KT0660  HISTORY     - Date     Condition        Report By
 KT0660  HISTORY     - UNK      MONUMENTED       BPR
 KT0660  HISTORY     - 1966     GOOD             NGS
 KT0660
 KT0660                          STATION DESCRIPTION
 KT0660
 KT0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0660'19.2 MI NE FROM COVELO.
 KT0660'19.2 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE AT
 KT0660'COVELO, 0.1 MILE WEST OF THE ENTRANCE TO SURVEYORS CAMP GROUND, AT
 KT0660'THE EAST END OF A CURVE, ON A CUT BANK, 47 FEET NORTH OF THE CENTER
 KT0660'LINE OF THE ROAD, 100 FEET NORTHEAST AND ACROSS THE ROAD FROM
 KT0660'A LARGE OUTCROP, 86 FEET SOUTHWEST OF A LARGE OUTCROP, 1.5 FEET
 KT0660'SOUTH OF A WITNESS POST, ABOUT 18 FEET HIGHER THAN THE ROAD, AND
 KT0660'SCREWED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.9 FOOT
 KT0660'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1456 ***********************************************************************
 EW1456  DESIGNATION -  211 047 C OF LA
 EW1456  PID         -  EW1456
 EW1456  STATE/COUNTY-  CA/LOS ANGELES
 EW1456  USGS QUAD   -  HOLLYWOOD (1994)
 EW1456
 EW1456                         *CURRENT SURVEY CONTROL
 EW1456  ___________________________________________________________________
 EW1456* NAD 83(1986)-  34 03 49.     (N)    118 20 13.     (W)     SCALED    
 EW1456* NAVD 88     -        64.98   (+/-2cm)     213.2    (feet)  VERTCON   
 EW1456  ___________________________________________________________________
 EW1456  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EW1456  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1456
 EW1456.The horizontal coordinates were scaled from a topographic map and have
 EW1456.an estimated accuracy of +/- 6 seconds.
 EW1456
 EW1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1456.The vertical order pertains to the NGVD 29 superseded value.
 EW1456
 EW1456.The geoid height was determined by GEOID03.
 EW1456
 EW1456;                    North         East    Units  Estimated Accuracy
 EW1456;SPC CA 5     -   562,570.    1,968,900.      MT  (+/- 180 meters Scaled)
 EW1456
 EW1456                          SUPERSEDED SURVEY CONTROL
 EW1456
 EW1456  NGVD 29 (??/??/92)   64.21   (m)          210.7    (f) COMPUTED    1 2
 EW1456
 EW1456.Superseded values are not recommended for survey control.
 EW1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1456.See file dsdata.txt to determine how the superseded data were derived.
 EW1456
 EW1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766700(NAD 83)
 EW1456_MARKER: DD = SURVEY DISK
 EW1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1456_SP_SET: STEP
 EW1456_STAMPING: 211 047
 EW1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1456
 EW1456  HISTORY     - Date     Condition        Report By
 EW1456  HISTORY     - UNK      MONUMENTED       CA1980
 EW1456  HISTORY     - 1945     GOOD             NGS
 EW1456  HISTORY     - 1964     GOOD             NGS
 EW1456
 EW1456                          STATION DESCRIPTION
 EW1456
 EW1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1456'AT LOS ANGELES.
 EW1456'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1456'AND MC CADDEN PLACE, IN THE JOHN BURROUGHS JUNIOR HIGH SCHOOL,
 EW1456'ABOUT 0.1 MILE NORTH OF WILSHIRE BOULEVARD AND IN THE NORTH
 EW1456'END OF THE LOWEST STEP TO THE NORTH ENTRANCE ON MC CADDEN PLACE,
 EW1456'11.6 FEET WEST OF THE SCHOOL BUILDING WEST WALL, 58.8 FEET
 EW1456'EAST OF THE EAST CURB OF MC CADDEN PLACE, AND 8.4 FEET NORTH
 EW1456'OF THE CENTER LINE OF THE NORTH ENTRANCE.  A CITY OF LOS ANGELES
 EW1456'STANDARD DISK, STAMPED 211 047.
 EW1456
 EW1456                          STATION RECOVERY (1964)
 EW1456
 EW1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7033 ***********************************************************************
 EW7033  DESIGNATION -  211 27 A
 EW7033  PID         -  EW7033
 EW7033  STATE/COUNTY-  CA/LOS ANGELES
 EW7033  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW7033
 EW7033                         *CURRENT SURVEY CONTROL
 EW7033  ___________________________________________________________________
 EW7033* NAD 83(1986)-  34 42 23.     (N)    118 47 50.     (W)     SCALED    
 EW7033* NAVD 88     -       866.820  (meters)    2843.89   (feet)  ADJUSTED  
 EW7033  ___________________________________________________________________
 EW7033  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW7033  DYNAMIC HT  -         865.806 (meters)    2840.57  (feet)  COMP
 EW7033  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 EW7033
 EW7033  VERT ORDER  -  FIRST     CLASS II
 EW7033
 EW7033.The horizontal coordinates were scaled from a topographic map and have
 EW7033.an estimated accuracy of +/- 6 seconds.
 EW7033
 EW7033.The orthometric height was determined by differential leveling
 EW7033.and adjusted in June 1991.
 EW7033
 EW7033.The geoid height was determined by GEOID03.
 EW7033
 EW7033.The dynamic height is computed by dividing the NAVD 88
 EW7033.geopotential number by the normal gravity value computed on the
 EW7033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7033.degrees latitude (g = 980.6199 gals.).
 EW7033
 EW7033.The modeled gravity was interpolated from observed gravity values.
 EW7033
 EW7033;                    North         East    Units  Estimated Accuracy
 EW7033;SPC CA 5     -   634,110.    1,926,970.      MT  (+/- 180 meters Scaled)
 EW7033
 EW7033                          SUPERSEDED SURVEY CONTROL
 EW7033
 EW7033.No superseded survey control is available for this station.
 EW7033
 EW7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU354419(NAD 83)
 EW7033_MARKER: Z = SEE DESCRIPTION
 EW7033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW7033_SP_SET: CONCRETE POST
 EW7033_STAMPING: BM211 27A 1979 22726
 EW7033_MARK LOGO: CA-037
 EW7033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7033+STABILITY: SURFACE MOTION
 EW7033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW7033+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2007
 EW7033
 EW7033  HISTORY     - Date     Condition        Report By
 EW7033  HISTORY     - 1979     MONUMENTED       CA-037
 EW7033  HISTORY     - 1983     GOOD             USGS
 EW7033  HISTORY     - 1984     GOOD             NGS
 EW7033  HISTORY     - 1985     GOOD             NGS
 EW7033  HISTORY     - 1986     GOOD             NGS
 EW7033  HISTORY     - 1987     GOOD             NGS
 EW7033  HISTORY     - 20071229 GOOD             GEOCAC
 EW7033
 EW7033                          STATION DESCRIPTION
 EW7033
 EW7033'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7033'6.9 MI SE FROM GORMAN.
 EW7033'6.9 MI SE ALONG INTERSTATE 5 FREEWAY FROM GORMAN TO HUNGRY VALLEY ROAD
 EW7033'OFFRAMP, TRAVEL 0.10 MI WEST ON COPCO AVENUE TO HUNGRY VALLEY ROAD.
 EW7033'42 FT EAST OF EAST EDGE OF PAVEMENT, HUNGRY VALLEY ROAD, 226 FT SOUTH
 EW7033'OF SOUTH EDGE OF PAVEMENT OF COPCO ROAD, AT NORTHERLY TOE OF SLOPE OF
 EW7033'CUT BANK.  LA CO ENGINEER BRASS BUTTON DISK.
 EW7033
 EW7033                          STATION RECOVERY (1984)
 EW7033
 EW7033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7033'RECOVERED IN GOOD CONDITION.
 EW7033
 EW7033                          STATION RECOVERY (1985)
 EW7033
 EW7033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7033'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING IS BM 211-27 A 1979
 EW7033'22726.
 EW7033
 EW7033                          STATION RECOVERY (1986)
 EW7033
 EW7033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7033'RECOVERED IN GOOD CONDITION.
 EW7033
 EW7033                          STATION RECOVERY (1987)
 EW7033
 EW7033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7033'RECOVERED IN GOOD CONDITION.
 EW7033
 EW7033                          STATION RECOVERY (2007)
 EW7033
 EW7033'RECOVERY NOTE BY GEOCACHING 2007 (DMS)
 EW7033'NEW DIRECTIONS AS FOLLOWS, TRAVEL SOUTH FROM GORMAN ON INTERSTATE 5
 EW7033'APPROX 6.9 MILES TO SMOKEY BEAR RD EXIT. TURN RIGHT AT BOTTOM OF EXIT
 EW7033'ON SMOKEY BEAR RD. TRAVEL 0.10 MILES WEST ON SMOKEY BEAR RD TO HUNGRY
 EW7033'VALLEY RD (OLD RTE 99) MARKER IS LOCATED 42' EAST OF EAST EDGE OF
 EW7033'PAVEMENT HUNGRY VALLEY RD AND 226' SOUTH OF SOUTH EDGE OF PAVEMENT OF
 EW7033'SMOKEY BEAR RD. AT NW TOE OF BLACK MOUNTAIN
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9162 ***********************************************************************
 EW9162  DESIGNATION -  211 27 LA CO
 EW9162  PID         -  EW9162
 EW9162  STATE/COUNTY-  CA/LOS ANGELES
 EW9162  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9162
 EW9162                         *CURRENT SURVEY CONTROL
 EW9162  ___________________________________________________________________
 EW9162* NAD 83(1986)-  34 42 24.     (N)    118 47 52.     (W)     SCALED    
 EW9162* NAVD 88     -       868.071  (meters)    2848.00   (feet)  READJUSTED
 EW9162  ___________________________________________________________________
 EW9162  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW9162  DYNAMIC HT  -         867.060 (meters)    2844.68  (feet)  COMP
 EW9162  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 EW9162  OBS GRAVITY -     979,436.3   (mgal)                       GRAV_OBS
 EW9162
 EW9162  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9162
 EW9162.The horizontal coordinates were scaled from a topographic map and have
 EW9162.an estimated accuracy of +/- 6 seconds.
 EW9162
 EW9162.The orthometric height was determined by differential leveling
 EW9162.and adjusted in February 1993.
 EW9162.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9162.distribution rate of 0.0 thru 1.0 mm/km.
 EW9162.The height was derived from older observations constrained to new
 EW9162.heights in a crustal motion area.  The height is approximate in
 EW9162.relation to other heights in its vicinity.
 EW9162
 EW9162.The geoid height was determined by GEOID03.
 EW9162
 EW9162.The dynamic height is computed by dividing the NAVD 88
 EW9162.geopotential number by the normal gravity value computed on the
 EW9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9162.degrees latitude (g = 980.6199 gals.).
 EW9162
 EW9162.The modeled gravity was interpolated from observed gravity values.
 EW9162.The observed gravity was obtained from relative gravimeter ties
 EW9162.to the IGSN71 gravity network.
 EW9162
 EW9162;                    North         East    Units  Estimated Accuracy
 EW9162;SPC CA 5     -   634,140.    1,926,920.      MT  (+/- 180 meters Scaled)
 EW9162
 EW9162                          SUPERSEDED SURVEY CONTROL
 EW9162
 EW9162  NGVD 29 (??/??/92)  867.190  (m)         2845.11   (f) ADJ UNCH    1 1
 EW9162
 EW9162.Superseded values are not recommended for survey control.
 EW9162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9162.See file dsdata.txt to determine how the superseded data were derived.
 EW9162
 EW9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU353419(NAD 83)
 EW9162_MARKER: DB = BENCH MARK DISK
 EW9162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9162_SP_SET: CONCRETE POST
 EW9162_STAMPING: BM 211-27 5869 1969
 EW9162
 EW9162  HISTORY     - Date     Condition        Report By
 EW9162  HISTORY     - UNK      MONUMENTED
 EW9162  HISTORY     - 1978     GOOD             NGS
 EW9162
 EW9162                          STATION DESCRIPTION
 EW9162
 EW9162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9162'7.7 MI SOUTH FROM GORMAN OVERPASS.
 EW9162'7.7 MILES SOUTH ALONG INTERSTATE 5, 0.1 MILES WEST OF THE COPCO AND
 EW9162'HUNGRY VALLEY FREEWAY OVERPASS AT THE T-JUNCTION OF COPCO AVENUE AND
 EW9162'HUNGRY VALLEY ROAD, 0.5 MILES SOUTH OF DELOS 2 RM 2 ALONG HUNGRY
 EW9162'VALLEY ROAD, 88 FT. SOUTH OF THE EXTENDED CENTER LINE COPCO AVENUE,
 EW9162'48.5 FT. WEST THE CENTER LINE SOUTH BOUND LANES HUNGRY VALLEY ROAD
 EW9162'(OLD 99), 31.6 FT. SOUTHWEST OF POWER LINE POLE, 5 FT. EAST OF FENCE,
 EW9162'1.7 FT. WEST OF 2-INCH YELLOW PIPE COUNTY WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9163 ***********************************************************************
 EW9163  DESIGNATION -  211 28 LA CO
 EW9163  PID         -  EW9163
 EW9163  STATE/COUNTY-  CA/LOS ANGELES
 EW9163  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9163
 EW9163                         *CURRENT SURVEY CONTROL
 EW9163  ___________________________________________________________________
 EW9163* NAD 83(1986)-  34 41 50.     (N)    118 47 33.     (W)     SCALED    
 EW9163* NAVD 88     -       839.455  (meters)    2754.11   (feet)  READJUSTED
 EW9163  ___________________________________________________________________
 EW9163  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EW9163  DYNAMIC HT  -         838.460 (meters)    2750.85  (feet)  COMP
 EW9163  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 EW9163
 EW9163  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9163
 EW9163.The horizontal coordinates were scaled from a topographic map and have
 EW9163.an estimated accuracy of +/- 6 seconds.
 EW9163
 EW9163.The orthometric height was determined by differential leveling
 EW9163.and adjusted in February 1993.
 EW9163.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9163.distribution rate of 0.0 thru 1.0 mm/km.
 EW9163.The height was derived from older observations constrained to new
 EW9163.heights in a crustal motion area.  The height is approximate in
 EW9163.relation to other heights in its vicinity.
 EW9163
 EW9163.The geoid height was determined by GEOID03.
 EW9163
 EW9163.The dynamic height is computed by dividing the NAVD 88
 EW9163.geopotential number by the normal gravity value computed on the
 EW9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9163.degrees latitude (g = 980.6199 gals.).
 EW9163
 EW9163.The modeled gravity was interpolated from observed gravity values.
 EW9163
 EW9163;                    North         East    Units  Estimated Accuracy
 EW9163;SPC CA 5     -   633,090.    1,927,400.      MT  (+/- 180 meters Scaled)
 EW9163
 EW9163                          SUPERSEDED SURVEY CONTROL
 EW9163
 EW9163  NGVD 29 (??/??/92)  838.565  (m)         2751.19   (f) ADJ UNCH    1 1
 EW9163
 EW9163.Superseded values are not recommended for survey control.
 EW9163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9163.See file dsdata.txt to determine how the superseded data were derived.
 EW9163
 EW9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU358409(NAD 83)
 EW9163_MARKER: DB = BENCH MARK DISK
 EW9163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9163_SP_SET: HEAD WALL
 EW9163_STAMPING: BM 211-28 5869 1969
 EW9163
 EW9163  HISTORY     - Date     Condition        Report By
 EW9163  HISTORY     - UNK      MONUMENTED
 EW9163  HISTORY     - 1978     GOOD             NGS
 EW9163  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EW9163
 EW9163                          STATION DESCRIPTION
 EW9163
 EW9163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9163'8.35 MI SOUTH FROM GORMAN OVERPASS.
 EW9163'7.7 MILES SOUTH ALONG INTERSTATE 5, THENCE 0.65 MILES SOUTH ALONG
 EW9163'HUNGRY VALLEY ROAD (OLD 99). NOTE--HUNGRY VALLEY ROAD IS THE ENTRANCE
 EW9163'TO PYRAMID LAKES NORTH SHORES, LOCATED AT A SHORT FILL AREA FOR
 EW9163'FREEWAY BETWEEN TWO LARGE CUTBANKS, IN TOP THE SOUTH END OF HEAD WALL
 EW9163'CULVERT NUMBER J 169 + 52, 30 FT. EAST THE CENTER LINE NORTH BOUND
 EW9163'LANES OF HUNGRY VALLEY ROAD, 65 FT. NORTH OF BM G 1306, 6 FT. EAST OF
 EW9163'WIRE FENCE, 1.0 FT. NORTH OF SOUTH END HEADWALL.
 EW9163
 EW9163                          STATION RECOVERY (1988)
 EW9163
 EW9163'RECOVERY NOTE BY US POWER SQUADRON 1988 (DBK)
 EW9163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9164 ***********************************************************************
 EW9164  DESIGNATION -  211 29 LA CO
 EW9164  PID         -  EW9164
 EW9164  STATE/COUNTY-  CA/LOS ANGELES
 EW9164  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9164
 EW9164                         *CURRENT SURVEY CONTROL
 EW9164  ___________________________________________________________________
 EW9164* NAD 83(1986)-  34 41 31.     (N)    118 47 25.     (W)     SCALED    
 EW9164* NAVD 88     -       820.215  (meters)    2690.99   (feet)  READJUSTED
 EW9164  ___________________________________________________________________
 EW9164  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW9164  DYNAMIC HT  -         819.250 (meters)    2687.82  (feet)  COMP
 EW9164  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 EW9164
 EW9164  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9164
 EW9164.The horizontal coordinates were scaled from a topographic map and have
 EW9164.an estimated accuracy of +/- 6 seconds.
 EW9164
 EW9164.The orthometric height was determined by differential leveling
 EW9164.and adjusted in February 1993.
 EW9164.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9164.distribution rate of 0.0 thru 1.0 mm/km.
 EW9164.The height was derived from older observations constrained to new
 EW9164.heights in a crustal motion area.  The height is approximate in
 EW9164.relation to other heights in its vicinity.
 EW9164
 EW9164.The geoid height was determined by GEOID03.
 EW9164
 EW9164.The dynamic height is computed by dividing the NAVD 88
 EW9164.geopotential number by the normal gravity value computed on the
 EW9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9164.degrees latitude (g = 980.6199 gals.).
 EW9164
 EW9164.The modeled gravity was interpolated from observed gravity values.
 EW9164
 EW9164;                    North         East    Units  Estimated Accuracy
 EW9164;SPC CA 5     -   632,500.    1,927,590.      MT  (+/- 180 meters Scaled)
 EW9164
 EW9164                          SUPERSEDED SURVEY CONTROL
 EW9164
 EW9164  NGVD 29 (??/??/92)  819.327  (m)         2688.08   (f) ADJ UNCH    1 1
 EW9164
 EW9164.Superseded values are not recommended for survey control.
 EW9164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9164.See file dsdata.txt to determine how the superseded data were derived.
 EW9164
 EW9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU360403(NAD 83)
 EW9164_MARKER: DB = BENCH MARK DISK
 EW9164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9164_SP_SET: HEAD WALL
 EW9164_STAMPING: BM 211-29 5869 1968
 EW9164
 EW9164  HISTORY     - Date     Condition        Report By
 EW9164  HISTORY     - UNK      MONUMENTED
 EW9164  HISTORY     - 1978     GOOD             NGS
 EW9164  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EW9164
 EW9164                          STATION DESCRIPTION
 EW9164
 EW9164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9164'8.75 MI SOUTH FROM GORMAN OVERPASS.
 EW9164'7.7 MILES SOUTH ALONG INTERSTATE 5, THENCE 1.05 MILES SOUTH ALONG
 EW9164'HUNGRY VALLEY ROAD (OLD 99), 0.1 MILE SOUTH OF PIPELINE AIR MILEAGE
 EW9164'SIGN 107, LOCATED ABOUT MIDWAY ALONG A LONG FREEWAY FILL, IN TOP THE
 EW9164'NORTHEND OF HEADWALL FOR CULVERT UNDER HUNGRY VALLEY ROAD, 25 FT. EAST
 EW9164'THE CENTER LINE NORTH BOUND LANES ROAD, 1.0 FT. EAST OF WIRE FENCE,
 EW9164'1.0 FT. SOUTH OF NORTH END HEADWALL.
 EW9164
 EW9164                          STATION RECOVERY (1988)
 EW9164
 EW9164'RECOVERY NOTE BY US POWER SQUADRON 1988 (DBK)
 EW9164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9165 ***********************************************************************
 EW9165  DESIGNATION -  211 30
 EW9165  PID         -  EW9165
 EW9165  STATE/COUNTY-  CA/LOS ANGELES
 EW9165  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9165
 EW9165                         *CURRENT SURVEY CONTROL
 EW9165  ___________________________________________________________________
 EW9165* NAD 83(1986)-  34 41 18.     (N)    118 47 15.     (W)     SCALED    
 EW9165* NAVD 88     -       799.548  (meters)    2623.18   (feet)  ADJUSTED  
 EW9165  ___________________________________________________________________
 EW9165  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EW9165  DYNAMIC HT  -         798.609 (meters)    2620.10  (feet)  COMP
 EW9165  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 EW9165
 EW9165  VERT ORDER  -  FIRST     CLASS I
 EW9165
 EW9165.The horizontal coordinates were scaled from a topographic map and have
 EW9165.an estimated accuracy of +/- 6 seconds.
 EW9165
 EW9165.The orthometric height was determined by differential leveling
 EW9165.and adjusted in June 1991.
 EW9165
 EW9165.The geoid height was determined by GEOID03.
 EW9165
 EW9165.The dynamic height is computed by dividing the NAVD 88
 EW9165.geopotential number by the normal gravity value computed on the
 EW9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9165.degrees latitude (g = 980.6199 gals.).
 EW9165
 EW9165.The modeled gravity was interpolated from observed gravity values.
 EW9165
 EW9165;                    North         East    Units  Estimated Accuracy
 EW9165;SPC CA 5     -   632,100.    1,927,850.      MT  (+/- 180 meters Scaled)
 EW9165
 EW9165                          SUPERSEDED SURVEY CONTROL
 EW9165
 EW9165.No superseded survey control is available for this station.
 EW9165
 EW9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU362399(NAD 83)
 EW9165_MARKER: DD = SURVEY DISK
 EW9165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9165_SP_SET: HEADWALL
 EW9165_STAMPING: 211-30 1969 5869
 EW9165_MARK LOGO: CA-037
 EW9165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9165
 EW9165  HISTORY     - Date     Condition        Report By
 EW9165  HISTORY     - 1969     MONUMENTED       CA-037
 EW9165  HISTORY     - 1983     GOOD             USGS
 EW9165  HISTORY     - 1985     GOOD             NGS
 EW9165  HISTORY     - 1986     GOOD             NGS
 EW9165  HISTORY     - 1987     GOOD             NGS
 EW9165
 EW9165                          STATION DESCRIPTION
 EW9165
 EW9165'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1969
 EW9165'8.4 MI SE FROM GORMAN.
 EW9165'ALONG OLD U. S. HIGHWAY 99, 1.55 MILES SOUTHERLY OF HUNGRY VALLEY
 EW9165'ROAD TO CULVERT J-120+74, 71.0 FEET EASTERLY OF THE EAST EDGE OF
 EW9165'THE PAVEMENT AT THE CULVERT, SET FLUSH IN THE TOP OF AND 3.0 FEET
 EW9165'NORTH OF THE SOUTH END OF THE CONCRETE HEADWALL FOR TWO 10 FOOT
 EW9165'DIAMETER CULVERTS UNDER THE FREEWAY (INTERSTATE 5). NOTE DESCRIPTION
 EW9165'COPIED FROM DATA RECEIVED FROM LOS ANGELES COUNTY ON FEB. 21 1985.
 EW9165
 EW9165                          STATION RECOVERY (1983)
 EW9165
 EW9165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9165'RECOVERED IN GOOD CONDITION.
 EW9165
 EW9165                          STATION RECOVERY (1985)
 EW9165
 EW9165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9165'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.3 KM
 EW9165'(7.7 MI) SOUTH ALONG INTERSTATE 5 FROM THE GORMAN OVERPASS AT GORMAN,
 EW9165'THENCE 2.65 KM (1.65 MI) SOUTH ALONG HUNGRY VALLEY ROAD, IN TOP OF AND
 EW9165'0.9 METER (3 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL FOR A
 EW9165'72-INCH CORRUGATED METAL PIPE CULVERT UNDER INTERSTATE 5, 0.15 KM
 EW9165'(0.1 MI) SOUTH OF THE WEST END OF THE CONCRETE BRIDGE OVER GORMAN
 EW9165'CREEK, 29.2 METERS (96 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE
 EW9165'OF INTERSTATE 5 AND 21.3 METERS (70 FT) EAST OF THE RIGHT OF WAY
 EW9165'FENCE.
 EW9165'THE MARK IS 1.2 M BELOW THE ROAD.
 EW9165
 EW9165                          STATION RECOVERY (1986)
 EW9165
 EW9165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9165'RECOVERED IN GOOD CONDITION.
 EW9165
 EW9165                          STATION RECOVERY (1987)
 EW9165
 EW9165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9180 ***********************************************************************
 EW9180  DESIGNATION -  211 35
 EW9180  PID         -  EW9180
 EW9180  STATE/COUNTY-  CA/LOS ANGELES
 EW9180  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9180
 EW9180                         *CURRENT SURVEY CONTROL
 EW9180  ___________________________________________________________________
 EW9180* NAD 83(1986)-  34 39 47.     (N)    118 45 28.     (W)     SCALED    
 EW9180* NAVD 88     -       830.588  (meters)    2725.02   (feet)  ADJUSTED  
 EW9180  ___________________________________________________________________
 EW9180  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 EW9180  DYNAMIC HT  -         829.627 (meters)    2721.87  (feet)  COMP
 EW9180  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 EW9180  OBS GRAVITY -     979,449.5   (mgal)                       GRAV_OBS
 EW9180
 EW9180  VERT ORDER  -  FIRST     CLASS I
 EW9180
 EW9180.The horizontal coordinates were scaled from a topographic map and have
 EW9180.an estimated accuracy of +/- 6 seconds.
 EW9180
 EW9180.The orthometric height was determined by differential leveling
 EW9180.and adjusted in June 1991.
 EW9180.WARNING-Repeat measurements at this control monument indicate possible
 EW9180.vertical movement.
 EW9180
 EW9180.The geoid height was determined by GEOID03.
 EW9180
 EW9180.The dynamic height is computed by dividing the NAVD 88
 EW9180.geopotential number by the normal gravity value computed on the
 EW9180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9180.degrees latitude (g = 980.6199 gals.).
 EW9180
 EW9180.The modeled gravity was interpolated from observed gravity values.
 EW9180.The observed gravity was obtained from relative gravimeter ties
 EW9180.to the IGSN71 gravity network.
 EW9180
 EW9180;                    North         East    Units  Estimated Accuracy
 EW9180;SPC CA 5     -   629,270.    1,930,550.      MT  (+/- 180 meters Scaled)
 EW9180
 EW9180                          SUPERSEDED SURVEY CONTROL
 EW9180
 EW9180  NGVD 29 (??/??/92)  829.732  (m)         2722.21   (f) ADJ UNCH    1 1
 EW9180
 EW9180.Superseded values are not recommended for survey control.
 EW9180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9180.See file dsdata.txt to determine how the superseded data were derived.
 EW9180
 EW9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU389370(NAD 83)
 EW9180_MARKER: DD = SURVEY DISK
 EW9180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9180_SP_SET: CATCH BASIN
 EW9180_STAMPING: BM 211-35 5869 1969
 EW9180_MARK LOGO: CA-037
 EW9180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9180
 EW9180  HISTORY     - Date     Condition        Report By
 EW9180  HISTORY     - 1969     MONUMENTED       CA-037
 EW9180  HISTORY     - 1978     GOOD             NGS
 EW9180  HISTORY     - 1983     GOOD             USGS
 EW9180  HISTORY     - 1984     GOOD             NGS
 EW9180  HISTORY     - 1985     GOOD             NGS
 EW9180  HISTORY     - 1986     GOOD             NGS
 EW9180  HISTORY     - 1987     GOOD             NGS
 EW9180
 EW9180                          STATION DESCRIPTION
 EW9180
 EW9180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9180'11.5 MI SOUTH FROM GORMAN OVERPASS.
 EW9180'11.5 MILES SOUTH ALONG INTERSTATE 5, LOCATED AT THE NORTHWEST END OF
 EW9180'FILL AND THE SOUTHEAST END OF CUTBANK, IN TOP THE SOUTH CORNER OF A
 EW9180'4 BY 4-FT. CONCRETE CATCH BASIN WITH CONCRETE COVER, 21 FT. NORTHEAST
 EW9180'THE NORTHEAST EDGE OF CONCRETE PAVEMENT, 13 FT. NORTHEAST OF STEEL
 EW9180'GUARD RAIL, 20 FT. EAST OF NORTHWEST END NORTHEAST GUARD RAIL, AT THE
 EW9180'NORTHWEST EDGE OF LEBRE GULCH.
 EW9180
 EW9180                          STATION RECOVERY (1983)
 EW9180
 EW9180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9180'RECOVERED IN GOOD CONDITION.
 EW9180
 EW9180                          STATION RECOVERY (1984)
 EW9180
 EW9180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9180'RECOVERED IN GOOD CONDITION.
 EW9180
 EW9180                          STATION RECOVERY (1985)
 EW9180
 EW9180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9180'RECOVERED IN GOOD CONDITION.
 EW9180
 EW9180                          STATION RECOVERY (1986)
 EW9180
 EW9180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9180'RECOVERED IN GOOD CONDITION.
 EW9180
 EW9180                          STATION RECOVERY (1987)
 EW9180
 EW9180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0131 ***********************************************************************
 KS0131  DESIGNATION -  211 A SPCO
 KS0131  PID         -  KS0131
 KS0131  STATE/COUNTY-  CA/NEVADA
 KS0131  USGS QUAD   -  TRUCKEE (1992)
 KS0131
 KS0131                         *CURRENT SURVEY CONTROL
 KS0131  ___________________________________________________________________
 KS0131* NAD 83(1986)-  39 20 34.     (N)    120 07 47.     (W)     SCALED    
 KS0131* NAVD 88     -      1736.360  (meters)    5696.71   (feet)  ADJUSTED  
 KS0131  ___________________________________________________________________
 KS0131  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KS0131  DYNAMIC HT  -        1734.626 (meters)    5691.02  (feet)  COMP
 KS0131  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 KS0131
 KS0131  VERT ORDER  -  FIRST     CLASS I
 KS0131
 KS0131.The horizontal coordinates were scaled from a topographic map and have
 KS0131.an estimated accuracy of +/- 6 seconds.
 KS0131
 KS0131.The orthometric height was determined by differential leveling
 KS0131.and adjusted in June 1991.
 KS0131
 KS0131.The geoid height was determined by GEOID03.
 KS0131
 KS0131.The dynamic height is computed by dividing the NAVD 88
 KS0131.geopotential number by the normal gravity value computed on the
 KS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0131.degrees latitude (g = 980.6199 gals.).
 KS0131
 KS0131.The modeled gravity was interpolated from observed gravity values.
 KS0131
 KS0131;                    North         East    Units  Estimated Accuracy
 KS0131;SPC CA 2     -   687,720.    2,161,210.      MT  (+/- 180 meters Scaled)
 KS0131
 KS0131                          SUPERSEDED SURVEY CONTROL
 KS0131
 KS0131  NGVD 29 (??/??/??) 1735.128  (m)         5692.67   (f) ADJUSTED    1 1
 KS0131
 KS0131.Superseded values are not recommended for survey control.
 KS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0131.See file dsdata.txt to determine how the superseded data were derived.
 KS0131
 KS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ473587(NAD 83)
 KS0131_MARKER: B = BOLT
 KS0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0131_SP_SET: BRIDGE
 KS0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0131
 KS0131  HISTORY     - Date     Condition        Report By
 KS0131  HISTORY     - UNK      MONUMENTED       SPRR
 KS0131  HISTORY     - 1969     GOOD             NGS
 KS0131  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0131
 KS0131                          STATION DESCRIPTION
 KS0131
 KS0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KS0131'3.3 MI E FROM TRUCKEE.
 KS0131'3.3 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KS0131'THE STATION AT TRUCKEE, ABOUT 0.3 MILE SOUTHEAST OF MILEPOLE
 KS0131'211, IN THE TOP AND 1.2 FEET SOUTHEAST OF THE NORTHWEST END OF
 KS0131'THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 211.30, 7.5 FEET
 KS0131'NORTHWEST OF THE NORTHWEST RAIL OF THE EASTBOUND TRACK,  AND
 KS0131'ABOUT 1 FOOT LOWER THAN THE TRACK.
 KS0131
 KS0131                          STATION RECOVERY (2004)
 KS0131
 KS0131'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0374 ***********************************************************************
 DY0374  DESIGNATION -  211 C OF LB
 DY0374  PID         -  DY0374
 DY0374  STATE/COUNTY-  CA/LOS ANGELES
 DY0374  USGS QUAD   -  LONG BEACH (1981)
 DY0374
 DY0374                         *CURRENT SURVEY CONTROL
 DY0374  ___________________________________________________________________
 DY0374* NAD 83(1986)-  33 45 28.     (N)    118 08 26.     (W)     SCALED    
 DY0374* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 DY0374  ___________________________________________________________________
 DY0374  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0374  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0374
 DY0374.The horizontal coordinates were scaled from a topographic map and have
 DY0374.an estimated accuracy of +/- 6 seconds.
 DY0374
 DY0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0374.The vertical order pertains to the NGVD 29 superseded value.
 DY0374
 DY0374.The geoid height was determined by GEOID03.
 DY0374
 DY0374;                    North         East    Units  Estimated Accuracy
 DY0374;SPC CA 5     -   528,600.    1,986,980.      MT  (+/- 180 meters Scaled)
 DY0374
 DY0374                          SUPERSEDED SURVEY CONTROL
 DY0374
 DY0374  NGVD 29 (??/??/92)    1.588  (m)            5.21   (f) ADJ UNCH    1 2
 DY0374
 DY0374.Superseded values are not recommended for survey control.
 DY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0374.See file dsdata.txt to determine how the superseded data were derived.
 DY0374
 DY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943358(NAD 83)
 DY0374_MARKER: DD = SURVEY DISK
 DY0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0374_STAMPING: LB BM NO 211
 DY0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0374+STABILITY: SURFACE MOTION
 DY0374
 DY0374  HISTORY     - Date     Condition        Report By
 DY0374  HISTORY     - UNK      MONUMENTED       CA1970
 DY0374  HISTORY     - 1954     GOOD             NGS
 DY0374  HISTORY     - 1964     GOOD             NGS
 DY0374
 DY0374                          STATION DESCRIPTION
 DY0374
 DY0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0374'AT LONG BEACH.
 DY0374'AT LONG BEACH, 2.9 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0374'JUNCTION OF AMERICAN AVENUE, AT THE T JUNCTION OF PARK AVENUE,
 DY0374'IN THE LAWN BETWEEN THE SIDEWALK AND THE SOUTHEAST CURB OF THE
 DY0374'AVENUE, 8.9 FEET NORTHEAST OF THE NORTHEAST SIDEWALK AND THE
 DY0374'SOUTHEAST CURB OF THE AVENUE, 8.9 FEET NORTHEAST OF THE NORTHEAST
 DY0374'CURB OF THE BOULEVARD, 4.2 FEET SOUTHEAST OF THE SOUTHEAST
 DY0374'CURB OF THE AVENUE, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF
 DY0374'A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE
 DY0374'WITH A CAST IRON COVER MARKED LBBM.
 DY0374
 DY0374                          STATION RECOVERY (1964)
 DY0374
 DY0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0201 ***********************************************************************
 DY0201  DESIGNATION -  211 C OF LB
 DY0201  PID         -  DY0201
 DY0201  STATE/COUNTY-  CA/LOS ANGELES
 DY0201  USGS QUAD   -  LONG BEACH (1981)
 DY0201
 DY0201                         *CURRENT SURVEY CONTROL
 DY0201  ___________________________________________________________________
 DY0201* NAD 83(1986)-  33 45 36.     (N)    118 14 06.     (W)     SCALED    
 DY0201* NAVD 88     -         0.64   (+/-2cm)       2.1    (feet)  VERTCON   
 DY0201  ___________________________________________________________________
 DY0201  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0201  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0201
 DY0201.The horizontal coordinates were scaled from a topographic map and have
 DY0201.an estimated accuracy of +/- 6 seconds.
 DY0201
 DY0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0201.The vertical order pertains to the NGVD 29 superseded value.
 DY0201
 DY0201.The geoid height was determined by GEOID03.
 DY0201
 DY0201;                    North         East    Units  Estimated Accuracy
 DY0201;SPC CA 5     -   528,870.    1,978,230.      MT  (+/- 180 meters Scaled)
 DY0201
 DY0201                          SUPERSEDED SURVEY CONTROL
 DY0201
 DY0201  NGVD 29 (??/??/92)   -0.168  (m)           -0.55   (f) ADJ UNCH    1 2
 DY0201
 DY0201.Superseded values are not recommended for survey control.
 DY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0201.See file dsdata.txt to determine how the superseded data were derived.
 DY0201
 DY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT856362(NAD 83)
 DY0201_MARKER: DD = SURVEY DISK
 DY0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0201_STAMPING: 211 8.386 41+84.64
 DY0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0201+STABILITY: SURFACE MOTION
 DY0201
 DY0201  HISTORY     - Date     Condition        Report By
 DY0201  HISTORY     - UNK      MONUMENTED       CA1970
 DY0201  HISTORY     - 1954     GOOD             NGS
 DY0201
 DY0201                          STATION DESCRIPTION
 DY0201
 DY0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0201'AT LONG BEACH.
 DY0201'ON TERMINAL ISLAND, ON THE UNION PACIFIC RAILROAD, 117.6 FEET
 DY0201'EAST OF THE CENTER OF GATE 3 TO ROOSEVELT BASE, ABOUT 250
 DY0201'FEET WEST OF UPRR OIL WELL 114, 66.4 FEET NORTHEAST OF THE
 DY0201'NORTHEAST CORNER BLOCK OF THE DERRICK AT WELL 246, 63 FEET
 DY0201'SOUTHEAST OF A TOOLHOUSE, 40 FEET SOUTH OF THE CENTERLINE OF
 DY0201'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A LONG
 DY0201'BEACH HARBOR DEPARTMENT STANDARD DISK, STAMPED 211 8.386
 DY0201'41+84.64 AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 FEET UNDER
 DY0201'GROUND, ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE WITH
 DY0201'A COVER MARKED LBBM.  NOTE-- THE OIL WELL HAS BEEN REMOVED
 DY0201'THE MARK WAS APPARENTLY DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1299 ***********************************************************************
 HT1299  DESIGNATION -  211 CAHD
 HT1299  PID         -  HT1299
 HT1299  STATE/COUNTY-  CA/SAN MATEO
 HT1299  USGS QUAD   -  PALO ALTO (1997)
 HT1299
 HT1299                         *CURRENT SURVEY CONTROL
 HT1299  ___________________________________________________________________
 HT1299* NAD 83(1986)-  37 29 14.     (N)    122 11 57.     (W)     SCALED    
 HT1299* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 HT1299  ___________________________________________________________________
 HT1299  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HT1299  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1299
 HT1299.The horizontal coordinates were scaled from a topographic map and have
 HT1299.an estimated accuracy of +/- 6 seconds.
 HT1299
 HT1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1299.The vertical order pertains to the NGVD 29 superseded value.
 HT1299
 HT1299.The geoid height was determined by GEOID03.
 HT1299
 HT1299;                    North         East    Units  Estimated Accuracy
 HT1299;SPC CA 3     -   610,930.    1,849,740.      MT  (+/- 180 meters Scaled)
 HT1299
 HT1299                          SUPERSEDED SURVEY CONTROL
 HT1299
 HT1299  NGVD 29 (??/??/92)    1.521  (m)            4.99   (f) ADJ UNCH    1 2
 HT1299
 HT1299.Superseded values are not recommended for survey control.
 HT1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1299.See file dsdata.txt to determine how the superseded data were derived.
 HT1299
 HT1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG707492(NAD 83)
 HT1299_MARKER: DD = SURVEY DISK
 HT1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1299_SP_SET: CULVERT
 HT1299_STAMPING: BM 211 1953
 HT1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1299
 HT1299  HISTORY     - Date     Condition        Report By
 HT1299  HISTORY     - 1953     MONUMENTED       CADH
 HT1299  HISTORY     - 1956     GOOD             NGS
 HT1299  HISTORY     - 1960     MARK NOT FOUND   NGS
 HT1299
 HT1299                          STATION DESCRIPTION
 HT1299
 HT1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT1299'1.8 MI NE FROM REDWOOD CITY.
 HT1299'0.3 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK AT
 HT1299'REDWOOD CITY, THENCE 1.5 MILES EAST ALONG BAYSHORE HIGHWAY (U.S.
 HT1299'HIGHWAY 101), AT THE EAST CITY LIMITS OF REDWOOD CITY, AT A 2-
 HT1299'BY 4-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE EAST END OF THE
 HT1299'NORTH CONCRETE HEAD WALL, 62 FEET NORTH OF THE CENTER LINE OF THE
 HT1299'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 HT1299
 HT1299                          STATION RECOVERY (1960)
 HT1299
 HT1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HT1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2425 ***********************************************************************
 FU2425  DESIGNATION -  211 DWR
 FU2425  PID         -  FU2425
 FU2425  STATE/COUNTY-  CA/KERN
 FU2425  USGS QUAD   -  PENTLAND (1973)
 FU2425
 FU2425                         *CURRENT SURVEY CONTROL
 FU2425  ___________________________________________________________________
 FU2425* NAD 83(1986)-  35 06 03.     (N)    119 21 29.     (W)     SCALED    
 FU2425* NAVD 88     -       143.92   (+/-2cm)     472.2    (feet)  VERTCON   
 FU2425  ___________________________________________________________________
 FU2425  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 FU2425  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2425
 FU2425.The horizontal coordinates were scaled from a topographic map and have
 FU2425.an estimated accuracy of +/- 6 seconds.
 FU2425
 FU2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2425.The vertical order pertains to the NGVD 29 superseded value.
 FU2425
 FU2425.The geoid height was determined by GEOID03.
 FU2425
 FU2425;                    North         East    Units  Estimated Accuracy
 FU2425;SPC CA 5     -   678,410.    1,876,190.      MT  (+/- 180 meters Scaled)
 FU2425
 FU2425                          SUPERSEDED SURVEY CONTROL
 FU2425
 FU2425  NGVD 29 (??/??/92)  143.139  (m)          469.62   (f) ADJ UNCH    1 1
 FU2425
 FU2425.Superseded values are not recommended for survey control.
 FU2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2425.See file dsdata.txt to determine how the superseded data were derived.
 FU2425
 FU2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU850867(NAD 83)
 FU2425_MARKER: DD = SURVEY DISK
 FU2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2425_STAMPING: BM 211 1959
 FU2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2425+STABILITY: SURFACE MOTION
 FU2425
 FU2425  HISTORY     - Date     Condition        Report By
 FU2425  HISTORY     - 1959     MONUMENTED       CADWR
 FU2425  HISTORY     - 1968     GOOD             NGS
 FU2425
 FU2425                          STATION DESCRIPTION
 FU2425
 FU2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2425'7.2 MI SW FROM TAFT.
 FU2425'4.15 MILES SOUTHEAST ALONG GARDNER FIELD ROAD FROM THE
 FU2425'INTERSECTION OF STATE HIGHWAY 33 AT TAFT, THENCE 0.4 MILE SOUTH
 FU2425'ALONG DUVALL ROAD, THENCE 1.15 MILES SOUTH ALONG AN ASPHALT
 FU2425'ROAD WHICH IS ON THE INSIDE OF THE WEST RIGHT-OF-WAY FENCE OF
 FU2425'THE CALIFORNIA AQUEDUCT, THENCE 0.5 MILE SOUTH ALONG A DIRT
 FU2425'ROAD AND TELEPHONE LINE, THENCE 1.0 MILE EAST ALONG CADET ROAD,
 FU2425'1.0 MILE EAST OF BENCH MARK R 1053, 0.4 MILE WEST OF BENCH MARK
 FU2425'F 546, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 125 FEET
 FU2425'WEST OF THE SOUTHWEST CORNER OF AN IRON PIPE GUARDRAIL AROUND
 FU2425'VALVES, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE
 FU2425'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1716 ***********************************************************************
 EW1716  DESIGNATION -  211.134 C OF LA
 EW1716  PID         -  EW1716
 EW1716  STATE/COUNTY-  CA/LOS ANGELES
 EW1716  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1716
 EW1716                         *CURRENT SURVEY CONTROL
 EW1716  ___________________________________________________________________
 EW1716* NAD 83(1986)-  34 04 01.     (N)    118 23 37.     (W)     SCALED    
 EW1716* NAVD 88     -        65.11   (+/-2cm)     213.6    (feet)  VERTCON   
 EW1716  ___________________________________________________________________
 EW1716  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1716  VERT ORDER  -  THIRD (See Below)
 EW1716
 EW1716.The horizontal coordinates were scaled from a topographic map and have
 EW1716.an estimated accuracy of +/- 6 seconds.
 EW1716
 EW1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1716.The vertical order pertains to the NGVD 29 superseded value.
 EW1716
 EW1716.The geoid height was determined by GEOID03.
 EW1716
 EW1716;                    North         East    Units  Estimated Accuracy
 EW1716;SPC CA 5     -   562,960.    1,963,670.      MT  (+/- 180 meters Scaled)
 EW1716
 EW1716                          SUPERSEDED SURVEY CONTROL
 EW1716
 EW1716  NGVD 29 (??/??/??)   64.34   (m)          211.1    (f) RESET       3  
 EW1716
 EW1716.Superseded values are not recommended for survey control.
 EW1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1716.See file dsdata.txt to determine how the superseded data were derived.
 EW1716
 EW1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713704(NAD 83)
 EW1716_MARKER: DD = SURVEY DISK
 EW1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1716_SP_SET: CURB
 EW1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1716
 EW1716  HISTORY     - Date     Condition        Report By
 EW1716  HISTORY     - UNK      MONUMENTED       CA1980
 EW1716  HISTORY     - 1945     GOOD             NGS
 EW1716
 EW1716                          STATION DESCRIPTION
 EW1716
 EW1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1716'AT BEVERLY HILLS.
 EW1716'AT BEVERLY HILLS NEAR THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1716'REXFORD DRIVE.  LOCATED IN THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1716'5.7 FEET EAST OF A NORTH ENTRANCE TO A SUBWAY UNDER WILSHIRE
 EW1716'BOULEVARD, AND 112.9 FEET WEST OF SOUTHWEST CURBLINE AT REXFORD
 EW1716'DRIVE ON THE NORTH SIDE OF WILSHIRE BOULEVARD (MEASURED ALONG
 EW1716'NORTH CURB OF WILSHIRE BOULEVARD).  A CUT SPIKE SET IN THE CONCRETE
 EW1716'CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0325 ***********************************************************************
 MX0325  DESIGNATION -  2114 B
 MX0325  PID         -  MX0325
 MX0325  STATE/COUNTY-  CA/SISKIYOU
 MX0325  USGS QUAD   -  HORNBROOK (1984)
 MX0325
 MX0325                         *CURRENT SURVEY CONTROL
 MX0325  ___________________________________________________________________
 MX0325* NAD 83(1986)-  41 54 01.     (N)    122 32 48.     (W)     SCALED    
 MX0325* NAVD 88     -       645.781  (meters)    2118.70   (feet)  ADJUSTED  
 MX0325  ___________________________________________________________________
 MX0325  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 MX0325  DYNAMIC HT  -         645.465 (meters)    2117.66  (feet)  COMP
 MX0325  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 MX0325
 MX0325  VERT ORDER  -  FIRST     CLASS II
 MX0325
 MX0325.The horizontal coordinates were scaled from a topographic map and have
 MX0325.an estimated accuracy of +/- 6 seconds.
 MX0325
 MX0325.The orthometric height was determined by differential leveling
 MX0325.and adjusted in June 1991.
 MX0325.WARNING-Repeat measurements at this control monument indicate possible
 MX0325.vertical movement.
 MX0325
 MX0325.The geoid height was determined by GEOID03.
 MX0325
 MX0325.The dynamic height is computed by dividing the NAVD 88
 MX0325.geopotential number by the normal gravity value computed on the
 MX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0325.degrees latitude (g = 980.6199 gals.).
 MX0325
 MX0325.The modeled gravity was interpolated from observed gravity values.
 MX0325
 MX0325;                    North         East    Units  Estimated Accuracy
 MX0325;SPC CA 1     -   785,190.    1,954,640.      MT  (+/- 180 meters Scaled)
 MX0325
 MX0325                          SUPERSEDED SURVEY CONTROL
 MX0325
 MX0325  NGVD 29 (??/??/??)  644.786  (m)         2115.44   (f) ADJUSTED    1 2
 MX0325
 MX0325.Superseded values are not recommended for survey control.
 MX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0325.See file dsdata.txt to determine how the superseded data were derived.
 MX0325
 MX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM376388(NAD 83)
 MX0325_MARKER: P = PIPE CAP
 MX0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0325_SP_SET: SHALLOW-SET PIPE
 MX0325_STAMPING: 2114 B 1903
 MX0325_MARK LOGO: USGS  
 MX0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0325
 MX0325  HISTORY     - Date     Condition        Report By
 MX0325  HISTORY     - 1903     MONUMENTED       USGS
 MX0325  HISTORY     - 1954     GOOD             NGS
 MX0325  HISTORY     - 1988     GOOD             NGS
 MX0325
 MX0325                          STATION DESCRIPTION
 MX0325
 MX0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MX0325'0.8 MI SE FROM HORNBROOK.
 MX0325'0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0325'FROM THE STATION AT HORNBROOK, ABOUT 4 RAILS NORTHWEST OF AND
 MX0325'ACROSS THE TRACK FROM A YARD LIMIT SIGN, ABOUT 25 YARDS SOUTH OF
 MX0325'A SMALL CUT AT THE POINT OF A RIDGE, 59.4 FEET SOUTH OF AND
 MX0325'ACROSS THE TRACK FROM THE SOUTH CORNER OF SEMAPHORE 392.2, 29.0
 MX0325'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.2 FEET NORTHEAST OF A
 MX0325'FENCE, ABOUT 4 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF
 MX0325'A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 MX0325'NOTE-- THE TOP OF THE CAP HAS BEEN POUNDED.  THE ROD WAS HELD
 MX0325'ON THE LETTERS US DURING THE 1954 RELEVELING.
 MX0325
 MX0325                          STATION RECOVERY (1988)
 MX0325
 MX0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MX0325'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.3 KM
 MX0325'(0.80 MI) SOUTHEASTERLY ALONG HORNBROOK HIGHWAY FROM ITS JUNCTION WITH
 MX0325'HENLEY-HORNBROOK ROAD IN HORNBROOK, THENCE 0.6 KM (0.35 MI) EASTERLY
 MX0325'ALONG HORNBROOK-AGER ROAD, THENCE 0.3 KM (0.20 MI) NORTHWESTERLY
 MX0325'ALONG THE SOUTHERN PACIFIC RAILROAD.  NOTE--THE YARD LIMIT SIGN AND
 MX0325'THE SEMAPHORE MENTIONED THEREIN NO LONGER EXIST.  ADD--5.4 M
 MX0325'(17.7 FT) NORTHEAST OF UTILITY POLE NUMBER E 1132 WHICH IS THE FIRST
 MX0325'POLE SOUTHEAST OF A POWERLINE CROSSING THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0016 ***********************************************************************
 MX0016  DESIGNATION -  2115 B=X 34
 MX0016  PID         -  MX0016
 MX0016  STATE/COUNTY-  CA/SISKIYOU
 MX0016  USGS QUAD   -  IRON GATE RESERVOIR (1984)
 MX0016
 MX0016                         *CURRENT SURVEY CONTROL
 MX0016  ___________________________________________________________________
 MX0016* NAD 83(1986)-  41 53 51.     (N)    122 29 54.     (W)     SCALED    
 MX0016* NAVD 88     -       645.972  (meters)    2119.33   (feet)  ADJUSTED  
 MX0016  ___________________________________________________________________
 MX0016  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 MX0016  DYNAMIC HT  -         645.643 (meters)    2118.25  (feet)  COMP
 MX0016  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 MX0016
 MX0016  VERT ORDER  -  FIRST     CLASS II
 MX0016
 MX0016.The horizontal coordinates were scaled from a topographic map and have
 MX0016.an estimated accuracy of +/- 6 seconds.
 MX0016
 MX0016.The orthometric height was determined by differential leveling
 MX0016.and adjusted in June 1991.
 MX0016
 MX0016.The geoid height was determined by GEOID03.
 MX0016
 MX0016.The dynamic height is computed by dividing the NAVD 88
 MX0016.geopotential number by the normal gravity value computed on the
 MX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0016.degrees latitude (g = 980.6199 gals.).
 MX0016
 MX0016.The modeled gravity was interpolated from observed gravity values.
 MX0016
 MX0016;                    North         East    Units  Estimated Accuracy
 MX0016;SPC CA 1     -   784,860.    1,958,640.      MT  (+/- 180 meters Scaled)
 MX0016
 MX0016                          SUPERSEDED SURVEY CONTROL
 MX0016
 MX0016  NGVD 29 (??/??/??)  644.965  (m)         2116.02   (f) ADJUSTED    1 2
 MX0016
 MX0016.Superseded values are not recommended for survey control.
 MX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0016.See file dsdata.txt to determine how the superseded data were derived.
 MX0016
 MX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM416385(NAD 83)
 MX0016_MARKER: DD = SURVEY DISK
 MX0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0016_STAMPING: 2115 B 1903
 MX0016_MARK LOGO: USGS  
 MX0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0016
 MX0016  HISTORY     - Date     Condition        Report By
 MX0016  HISTORY     - 1903     MONUMENTED       USGS
 MX0016  HISTORY     - 1954     POOR             CGS
 MX0016
 MX0016                          STATION DESCRIPTION
 MX0016
 MX0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MX0016'3.8 MI SE FROM HORNBROOK.
 MX0016'3.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0016'FROM THE STATION AT HORNBROOK, 0.3 MILE (11 TELEPHONE POLES)
 MX0016'WEST OF MILEPOLE 389, 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MX0016'OF A RAILROAD CULVERT, 14.4 FEET SOUTHWEST OF THE SOUTHWEST
 MX0016'RAIL, 10 1/2 FEET WEST OF TELEGRAPH POLE 37/8, ABOUT 3 1/2
 MX0016'FEET LOWER THAN THE TRACK AND RIVETED ON TOP OF A 3 1/2-INCH
 MX0016'IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.  NOTE-- THE IRON
 MX0016'PIPE IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0965 ***********************************************************************
 HS0965  DESIGNATION -  2118
 HS0965  PID         -  HS0965
 HS0965  STATE/COUNTY-  CA/TUOLUMNE
 HS0965  USGS QUAD   -  MOCCASIN (1987)
 HS0965
 HS0965                         *CURRENT SURVEY CONTROL
 HS0965  ___________________________________________________________________
 HS0965* NAD 83(1986)-  37 48 46.     (N)    120 17 04.     (W)     SCALED    
 HS0965* NAVD 88     -       647.16   (+/-2cm)    2123.2    (feet)  VERTCON   
 HS0965  ___________________________________________________________________
 HS0965  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HS0965  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0965
 HS0965.The horizontal coordinates were scaled from a topographic map and have
 HS0965.an estimated accuracy of +/- 6 seconds.
 HS0965
 HS0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0965.The vertical order pertains to the NGVD 29 superseded value.
 HS0965
 HS0965.The geoid height was determined by GEOID03.
 HS0965
 HS0965;                    North         East    Units  Estimated Accuracy
 HS0965;SPC CA 3     -   645,720.    2,018,980.      MT  (+/- 180 meters Scaled)
 HS0965
 HS0965                          SUPERSEDED SURVEY CONTROL
 HS0965
 HS0965  NGVD 29 (??/??/92)  646.409  (m)         2120.76   (f) ADJ UNCH    1 2
 HS0965
 HS0965.Superseded values are not recommended for survey control.
 HS0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0965.See file dsdata.txt to determine how the superseded data were derived.
 HS0965
 HS0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG390885(NAD 83)
 HS0965_MARKER: DD = SURVEY DISK
 HS0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0965_SP_SET: ANCHOR BLOCK
 HS0965_STAMPING: 2118 556
 HS0965_MARK LOGO: CA3290
 HS0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0965
 HS0965  HISTORY     - Date     Condition        Report By
 HS0965  HISTORY     - UNK      MONUMENTED       CA3290
 HS0965  HISTORY     - 1956     GOOD             CGS
 HS0965
 HS0965                          STATION DESCRIPTION
 HS0965
 HS0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0965'0.9 MI W FROM PRIEST.
 HS0965'0.6 MILE WEST ALONG AN ASPHALT ROAD FROM THE TAVERN AND MOTEL
 HS0965'AT PRIEST, THENCE 0.3 MILE WEST ALONG A TRACK ROAD (SAME ROAD
 HS0965'WITHOUT ASPHALT), ABOUT 100 YARDS NORTHWEST OF A POINT WHERE
 HS0965'THE HETCH HETCHY AQUEDUCT GOES UNDERGROUND, IN THE TOP OF THE
 HS0965'NORTHEAST CORNER OF A CONCRETE ANCHOR BLOCK, ABOUT 45 FEET
 HS0965'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 40 FEET NORTHWEST
 HS0965'OF THE NORTHWEST CORNER OF A FRAME BUILDING, ABOUT 15 FEET
 HS0965'SOUTHWEST OF A ROAD ON THE NORTH SIDE OF THE AQUEDUCT, AND ABOUT
 HS0965'10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2439 ***********************************************************************
 FU2439  DESIGNATION -  212 A DWR
 FU2439  PID         -  FU2439
 FU2439  STATE/COUNTY-  CA/KERN
 FU2439  USGS QUAD   -  PENTLAND (1973)
 FU2439
 FU2439                         *CURRENT SURVEY CONTROL
 FU2439  ___________________________________________________________________
 FU2439* NAD 83(1986)-  35 05 11.     (N)    119 21 27.     (W)     SCALED    
 FU2439* NAVD 88     -       159.13   (+/-2cm)     522.1    (feet)  VERTCON   
 FU2439  ___________________________________________________________________
 FU2439  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FU2439  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2439
 FU2439.The horizontal coordinates were scaled from a topographic map and have
 FU2439.an estimated accuracy of +/- 6 seconds.
 FU2439
 FU2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2439.The vertical order pertains to the NGVD 29 superseded value.
 FU2439
 FU2439.The geoid height was determined by GEOID03.
 FU2439
 FU2439;                    North         East    Units  Estimated Accuracy
 FU2439;SPC CA 5     -   676,810.    1,876,220.      MT  (+/- 180 meters Scaled)
 FU2439
 FU2439                          SUPERSEDED SURVEY CONTROL
 FU2439
 FU2439  NGVD 29 (??/??/92)  158.35   (m)          519.5    (f) COMPUTED    1 1
 FU2439
 FU2439.Superseded values are not recommended for survey control.
 FU2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2439.See file dsdata.txt to determine how the superseded data were derived.
 FU2439
 FU2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU850851(NAD 83)
 FU2439_MARKER: DD = SURVEY DISK
 FU2439_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FU2439+WITH SETTING: INTO GROUND
 FU2439_STAMPING: 212 A B M DWR
 FU2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2439+STABILITY: SURFACE MOTION
 FU2439
 FU2439  HISTORY     - Date     Condition        Report By
 FU2439  HISTORY     - UNK      MONUMENTED       CADWR
 FU2439  HISTORY     - 1970     GOOD             NGS
 FU2439  HISTORY     - 1975     GOOD             NGS
 FU2439
 FU2439                          STATION DESCRIPTION
 FU2439
 FU2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU2439'5.3 MI NE FROM MARICOPA.
 FU2439'2.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF
 FU2439'STATE HIGHWAY 33 AT MARICOPA, THENCE 1.2 MILES NORTH ALONG
 FU2439'PENTLAND ROAD, THENCE 0.4 MILE WEST ALONG KERTO ROAD, THENCE
 FU2439'0.3 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.6 MILE NORTH
 FU2439'ACROSS COUNTRY, 0.15 MILE SOUTHEAST ACROSS COUNTRY FROM BENCH
 FU2439'MARK U 367, 0.1 MILE SOUTHWEST OF A GATE IN THE AQUEDUCT FENCE,
 FU2439'0.1 MILE NORTHEAST OF BENCH MARK 212 B (DWR), 36 FEET SOUTHWEST
 FU2439'OF THE CENTER LINE OF AN ABANDONED ROAD, 41 FEET NORTH OF THE
 FU2439'NORTH EDGE OF A LARGE DEEP HOLE.  THE MARK IS TWO OO STAMPED
 FU2439'ON THE TOP OF THE NORTH SIDE OF AN 8-INCH WELL CASING WITH
 FU2439'3 1/2-INCH IRON PIPES CEMENTED INSIDE AND PROJECTING ABOUT 4
 FU2439'FEET ABOVE THE GROUND.  THE CASING IS PROJECTING ABOUT 1 1/2
 FU2439'FEET ABOVE THE GROUND.  SECTION 32, T 11N, R23W
 FU2439
 FU2439                          STATION RECOVERY (1975)
 FU2439
 FU2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2430 ***********************************************************************
 FU2430  DESIGNATION -  212 B DWR
 FU2430  PID         -  FU2430
 FU2430  STATE/COUNTY-  CA/KERN
 FU2430  USGS QUAD   -  PENTLAND (1973)
 FU2430
 FU2430                         *CURRENT SURVEY CONTROL
 FU2430  ___________________________________________________________________
 FU2430* NAD 83(1986)-  35 05 09.     (N)    119 21 33.     (W)     SCALED    
 FU2430* NAVD 88     -       165.60   (+/-2cm)     543.3    (feet)  VERTCON   
 FU2430  ___________________________________________________________________
 FU2430  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 FU2430  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2430
 FU2430.The horizontal coordinates were scaled from a topographic map and have
 FU2430.an estimated accuracy of +/- 6 seconds.
 FU2430
 FU2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2430.The vertical order pertains to the NGVD 29 superseded value.
 FU2430
 FU2430.The geoid height was determined by GEOID03.
 FU2430
 FU2430;                    North         East    Units  Estimated Accuracy
 FU2430;SPC CA 5     -   676,750.    1,876,070.      MT  (+/- 180 meters Scaled)
 FU2430
 FU2430                          SUPERSEDED SURVEY CONTROL
 FU2430
 FU2430  NGVD 29 (??/??/92)  164.817  (m)          540.74   (f) ADJ UNCH    1 1
 FU2430
 FU2430.Superseded values are not recommended for survey control.
 FU2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2430.See file dsdata.txt to determine how the superseded data were derived.
 FU2430
 FU2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU849851(NAD 83)
 FU2430_MARKER: Z = SEE DESCRIPTION
 FU2430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU2430_SP_SET: WELL CASING
 FU2430_STAMPING: 212 B DWR BM
 FU2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2430
 FU2430  HISTORY     - Date     Condition        Report By
 FU2430  HISTORY     - UNK      MONUMENTED       CADWR
 FU2430  HISTORY     - 1970     GOOD             NGS
 FU2430  HISTORY     - 1975     GOOD             NGS
 FU2430
 FU2430                          STATION DESCRIPTION
 FU2430
 FU2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU2430'5.3 MI NE FROM MARICOPA.
 FU2430'2.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF
 FU2430'STATE HIGHWAY 33 AT MARICOPA, THENCE 1.2 MILES NORTH ALONG
 FU2430'PENTLAND ROAD, THENCE 0.4 MILE WEST ALONG KERTO ROAD, THENCE
 FU2430'0.3 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.6 MILE NORTH
 FU2430'ACROSS COUNTRY, 0.15 MILE SOUTH OF BENCH MARK U 367, 0.1 MILE
 FU2430'SOUTHWEST ACROSS COUNTRY FROM BENCH MARK 212 A (DWR), ON THE EAST
 FU2430'SLOPE OF A HILL, THE MARK IS A WELDED HIGH POINT IN THE CENTER
 FU2430'OF A WELL CASING WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE
 FU2430'GROUND, ABOUT 300 FEET SOUTHEAST OF TWO SMALL METAL STORAGE TANKS,
 FU2430'ABOUT 200 FEET EAST OF A SMALL CONCRETE BUILDING WHICH IS ON
 FU2430'A HILL, 56 FEET NORTHEAST OF THE CENTER LINE OF A ROAD UPHILL
 FU2430'TO THE TANKS.  SECTION 32, T 11N, R32W
 FU2430
 FU2430                          STATION RECOVERY (1975)
 FU2430
 FU2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0372 ***********************************************************************
 DY0372  DESIGNATION -  212 C OF LB
 DY0372  PID         -  DY0372
 DY0372  STATE/COUNTY-  CA/LOS ANGELES
 DY0372  USGS QUAD   -  LONG BEACH (1981)
 DY0372
 DY0372                         *CURRENT SURVEY CONTROL
 DY0372  ___________________________________________________________________
 DY0372* NAD 83(1986)-  33 45 19.     (N)    118 08 07.     (W)     SCALED    
 DY0372* NAVD 88     -         2.50   (+/-2cm)       8.2    (feet)  VERTCON   
 DY0372  ___________________________________________________________________
 DY0372  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY0372  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0372
 DY0372.The horizontal coordinates were scaled from a topographic map and have
 DY0372.an estimated accuracy of +/- 6 seconds.
 DY0372
 DY0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0372.The vertical order pertains to the NGVD 29 superseded value.
 DY0372
 DY0372.The geoid height was determined by GEOID03.
 DY0372
 DY0372;                    North         East    Units  Estimated Accuracy
 DY0372;SPC CA 5     -   528,330.    1,987,470.      MT  (+/- 180 meters Scaled)
 DY0372
 DY0372                          SUPERSEDED SURVEY CONTROL
 DY0372
 DY0372  NGVD 29 (??/??/92)    1.725  (m)            5.66   (f) ADJ UNCH    1 2
 DY0372
 DY0372.Superseded values are not recommended for survey control.
 DY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0372.See file dsdata.txt to determine how the superseded data were derived.
 DY0372
 DY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT948356(NAD 83)
 DY0372_MARKER: DD = SURVEY DISK
 DY0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0372_STAMPING: LB BM NO 212
 DY0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0372+STABILITY: SURFACE MOTION
 DY0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0372+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2006
 DY0372
 DY0372  HISTORY     - Date     Condition        Report By
 DY0372  HISTORY     - UNK      MONUMENTED       CA1970
 DY0372  HISTORY     - 1954     GOOD             NGS
 DY0372  HISTORY     - 1964     GOOD             NGS
 DY0372  HISTORY     - 20061123 GOOD             GEOCAC
 DY0372
 DY0372                          STATION DESCRIPTION
 DY0372
 DY0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0372'AT LONG BEACH.
 DY0372'AT LONG BEACH, 3.2 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0372'JUNCTION OF AMERICAN AVENUE, AT THE T JUNCTION OF GLENDORA AVENUE,
 DY0372'IN THE LAWN BETWEEN THE SIDEWALK AND THE NORTHWEST CURB OF THE
 DY0372'AVENUE, 13.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 DY0372'BOULEVARD, 4.5 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 DY0372'AVENUE, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DY0372'POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A CAST
 DY0372'IRON COVER MARKED LBBM.
 DY0372
 DY0372                          STATION RECOVERY (1964)
 DY0372
 DY0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0372'RECOVERED IN GOOD CONDITION.
 DY0372
 DY0372                          STATION RECOVERY (2006)
 DY0372
 DY0372'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0372'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE 1955
 DY0372'RECOVERY INFORMATION.  THE GRASS HAS BEEN REPLACED WITH SIDEWALK.
 DY0372'ALSO, AMERICAN AVE. IS NOW LONG BEACH BLVD. AND THE COVER NOW HAS NO
 DY0372'MARKING OF ANY KIND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0202 ***********************************************************************
 DY0202  DESIGNATION -  212 LBHD
 DY0202  PID         -  DY0202
 DY0202  STATE/COUNTY-  CA/LOS ANGELES
 DY0202  USGS QUAD   -  LONG BEACH (1981)
 DY0202
 DY0202                         *CURRENT SURVEY CONTROL
 DY0202  ___________________________________________________________________
 DY0202* NAD 83(1986)-  33 45 36.     (N)    118 14 12.     (W)     SCALED    
 DY0202* NAVD 88     -         1.93   (+/-2cm)       6.3    (feet)  VERTCON   
 DY0202  ___________________________________________________________________
 DY0202  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0202  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0202
 DY0202.The horizontal coordinates were scaled from a topographic map and have
 DY0202.an estimated accuracy of +/- 6 seconds.
 DY0202
 DY0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0202.The vertical order pertains to the NGVD 29 superseded value.
 DY0202
 DY0202.The geoid height was determined by GEOID03.
 DY0202
 DY0202;                    North         East    Units  Estimated Accuracy
 DY0202;SPC CA 5     -   528,870.    1,978,070.      MT  (+/- 180 meters Scaled)
 DY0202
 DY0202                          SUPERSEDED SURVEY CONTROL
 DY0202
 DY0202  NGVD 29 (??/??/92)    1.125  (m)            3.69   (f) ADJ UNCH    1 2
 DY0202
 DY0202.Superseded values are not recommended for survey control.
 DY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0202.See file dsdata.txt to determine how the superseded data were derived.
 DY0202
 DY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854362(NAD 83)
 DY0202_MARKER: DD = SURVEY DISK
 DY0202_SETTING: 0 = UNSPECIFIED SETTING
 DY0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0202
 DY0202  HISTORY     - Date     Condition        Report By
 DY0202  HISTORY     - UNK      MONUMENTED       CA1970
 DY0202  HISTORY     - 1933     GOOD             NGS
 DY0202  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0202
 DY0202                          STATION DESCRIPTION
 DY0202
 DY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DY0202'AT LONG BEACH.
 DY0202'L ON TERMINAL ISLAND, 3/4 POLE WEST ALONG UNION PACIFIC RAILROAD
 DY0202'TRACK FROM SIGN READING WEST LONG BEACH 1 MILE AND 142.5 FEET
 DY0202'SOUTH OF THE CENTERLINE OF THE TRACK.
 DY0202
 DY0202                          STATION RECOVERY (1945)
 DY0202
 DY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1029 ***********************************************************************
 GT1029  DESIGNATION -  212.68
 GT1029  PID         -  GT1029
 GT1029  STATE/COUNTY-  CA/KINGS
 GT1029  USGS QUAD   -  LEMOORE (1954)
 GT1029
 GT1029                         *CURRENT SURVEY CONTROL
 GT1029  ___________________________________________________________________
 GT1029* NAD 83(1986)-  36 20 39.     (N)    119 52 08.     (W)     SCALED    
 GT1029* NAVD 88     -        64.93   (+/-2cm)     213.0    (feet)  VERTCON   
 GT1029  ___________________________________________________________________
 GT1029  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GT1029  VERT ORDER  -  THIRD (See Below)
 GT1029
 GT1029.The horizontal coordinates were scaled from a topographic map and have
 GT1029.an estimated accuracy of +/- 6 seconds.
 GT1029
 GT1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1029.The vertical order pertains to the NGVD 29 superseded value.
 GT1029
 GT1029.The geoid height was determined by GEOID03.
 GT1029
 GT1029;                    North         East    Units  Estimated Accuracy
 GT1029;SPC CA 4     -   612,520.    1,922,000.      MT  (+/- 180 meters Scaled)
 GT1029
 GT1029                          SUPERSEDED SURVEY CONTROL
 GT1029
 GT1029  NGVD 29 (??/??/??)   64.06   (m)          210.2    (f) RESET       3  
 GT1029
 GT1029.Superseded values are not recommended for survey control.
 GT1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1029.See file dsdata.txt to determine how the superseded data were derived.
 GT1029
 GT1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA425259(NAD 83)
 GT1029_MARKER: DD = SURVEY DISK
 GT1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1029_STAMPING: 52+83.95 59 212.68
 GT1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1029+STABILITY: SURFACE MOTION
 GT1029
 GT1029  HISTORY     - Date     Condition        Report By
 GT1029  HISTORY     - UNK      MONUMENTED       BPR
 GT1029  HISTORY     - 1960     GOOD             NGS
 GT1029  HISTORY     - 1972     GOOD             NGS
 GT1029
 GT1029                          STATION DESCRIPTION
 GT1029
 GT1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GT1029'3.5 MI W FROM HALLS CORNER.
 GT1029'3.5 MILES WEST ALONG GRANGEVILLE BOULEVARD FROM THE INTERSECTION
 GT1029'OF STATE HIGHWAY 41 AT HALLS CORNER, AT THE INTERSECTION OF
 GT1029'TWENTY THIRD AVENUE, 55 FEET NORTH OF THE CENTER LINE OF THE
 GT1029'BOULEVARD, 29 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE,
 GT1029'46.85 FEET NORTHWEST OF BENCH MARK W 515 RESET, 28 FEET SOUTH OF
 GT1029'A POWER POLE, 4 1/2 FEET SOUTH OF A FENCE CORNER, ABOUT LEVEL
 GT1029'WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST
 GT1029'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GT1029
 GT1029                          STATION RECOVERY (1972)
 GT1029
 GT1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0980 ***********************************************************************
 GT0980  DESIGNATION -  212.8
 GT0980  PID         -  GT0980
 GT0980  STATE/COUNTY-  CA/KINGS
 GT0980  USGS QUAD   -  LEMOORE (1954)
 GT0980
 GT0980                         *CURRENT SURVEY CONTROL
 GT0980  ___________________________________________________________________
 GT0980* NAD 83(1986)-  36 15 23.     (N)    119 51 21.     (W)     SCALED    
 GT0980* NAVD 88     -        64.40   (+/-2cm)     211.3    (feet)  VERTCON   
 GT0980  ___________________________________________________________________
 GT0980  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 GT0980  VERT ORDER  -  THIRD (See Below)
 GT0980
 GT0980.The horizontal coordinates were scaled from a topographic map and have
 GT0980.an estimated accuracy of +/- 6 seconds.
 GT0980
 GT0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0980.The vertical order pertains to the NGVD 29 superseded value.
 GT0980
 GT0980.The geoid height was determined by GEOID03.
 GT0980
 GT0980;                    North         East    Units  Estimated Accuracy
 GT0980;SPC CA 4     -   602,770.    1,923,090.      MT  (+/- 180 meters Scaled)
 GT0980
 GT0980                          SUPERSEDED SURVEY CONTROL
 GT0980
 GT0980  NGVD 29 (??/??/??)   63.53   (m)          208.4    (f) RESET       3  
 GT0980
 GT0980.Superseded values are not recommended for survey control.
 GT0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0980.See file dsdata.txt to determine how the superseded data were derived.
 GT0980
 GT0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA434161(NAD 83)
 GT0980_MARKER: Z = SEE DESCRIPTION
 GT0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0980_SP_SET: BRIDGE
 GT0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0980
 GT0980  HISTORY     - Date     Condition        Report By
 GT0980  HISTORY     - UNK      MONUMENTED       USGS
 GT0980  HISTORY     - 1966     GOOD             NGS
 GT0980  HISTORY     - 1972     GOOD             NGS
 GT0980  HISTORY     - 1972     GOOD             USGS
 GT0980
 GT0980                          STATION DESCRIPTION
 GT0980
 GT0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GT0980'6.6 MI SW FROM LEMOORE.
 GT0980'1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE,
 GT0980'THENCE 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 2.15
 GT0980'MILES WEST ALONG JACKSON AVENUE, IN R19E T19S, IN THE SOUTHEAST
 GT0980'CORNER OF SECTION 24, IN THE TOP OF THE WEST END OF THE NORTH
 GT0980'CONCRETE CURB OF BRIDGE 45-02 B-304+86.57 OVER KINGS RIVER,
 GT0980'10 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT
 GT0980'1/2 FOOT HIGHER THAN THE AVENUE.
 GT0980
 GT0980                          STATION RECOVERY (1972)
 GT0980
 GT0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT0980'RECOVERED IN GOOD CONDITION.
 GT0980
 GT0980                          STATION RECOVERY (1972)
 GT0980
 GT0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GT0980'1.0 MILE WEST ALONG BUSH STREET FROM THE JEFFERSON SCHOOL AT LEMOORE,
 GT0980'THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 41, THENCE 2.7 MILES WEST
 GT0980'ALONG JACKSON AVENUE, IN THE TOP OF THE WEST END OF THE NORTH
 GT0980'CONCRETE CURB OF BRIDGE 45-02 B 304-86.57 OVER THE KINGS RIVER, 10.5
 GT0980'FEET NORTH OF THE CENTERLINE OF THE AVENUE, AND ABOUT 0.5 FOOT HIGHER
 GT0980'THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0541 ***********************************************************************
 JS0541  DESIGNATION -  2121 USGS
 JS0541  PID         -  JS0541
 JS0541  STATE/COUNTY-  CA/EL DORADO
 JS0541  USGS QUAD   -  GEORGETOWN (1973)
 JS0541
 JS0541                         *CURRENT SURVEY CONTROL
 JS0541  ___________________________________________________________________
 JS0541* NAD 83(1986)-  38 53 40.     (N)    120 52 23.     (W)     SCALED    
 JS0541* NAVD 88     -       647.21   (+/-2cm)    2123.4    (feet)  VERTCON   
 JS0541  ___________________________________________________________________
 JS0541  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 JS0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0541
 JS0541.The horizontal coordinates were scaled from a topographic map and have
 JS0541.an estimated accuracy of +/- 6 seconds.
 JS0541
 JS0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0541.The vertical order pertains to the NGVD 29 superseded value.
 JS0541
 JS0541.The geoid height was determined by GEOID03.
 JS0541
 JS0541;                    North         East    Units  Estimated Accuracy
 JS0541;SPC CA 2     -   636,900.    2,097,760.      MT  (+/- 180 meters Scaled)
 JS0541
 JS0541                          SUPERSEDED SURVEY CONTROL
 JS0541
 JS0541  NGVD 29 (??/??/92)  646.369  (m)         2120.63   (f) ADJ UNCH    2 0
 JS0541
 JS0541.Superseded values are not recommended for survey control.
 JS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0541.See file dsdata.txt to determine how the superseded data were derived.
 JS0541
 JS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ844072(NAD 83)
 JS0541_MARKER: Q = CHISELED SQUARE
 JS0541_SETTING: 66 = SET IN ROCK OUTCROP
 JS0541_SP_SET: ROCK OUTCROP
 JS0541_STAMPING: 1948
 JS0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0541+STABILITY: POSITION/ELEVATION WELL
 JS0541
 JS0541  HISTORY     - Date     Condition        Report By
 JS0541  HISTORY     - 1948     MONUMENTED       USGS
 JS0541  HISTORY     - 1948     GOOD             NGS
 JS0541
 JS0541                          STATION DESCRIPTION
 JS0541
 JS0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0541'2.8 MI SW FROM GEORGETOWN.
 JS0541'2.8 MILES SOUTHWEST ALONG THE ROAD TO COOL FROM THE POST OFFICE
 JS0541'AT GEORGETOWN, 2.6 MILES NORTHEAST OF GREENWOOD, ON NORTHEAST
 JS0541'EDGE OF SHARP ANGLE IN THE ROAD, 30 FEET SOUTHEAST OF A SMALL
 JS0541'STREAM, AND 18 FEET EAST OF THE CENTER LINE OF THE ROAD, ON
 JS0541'ROCK OUTCROP LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9184 ***********************************************************************
 EW9184  DESIGNATION -  213 103
 EW9184  PID         -  EW9184
 EW9184  STATE/COUNTY-  CA/LOS ANGELES
 EW9184  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9184
 EW9184                         *CURRENT SURVEY CONTROL
 EW9184  ___________________________________________________________________
 EW9184* NAD 83(1986)-  34 38 40.     (N)    118 45 28.     (W)     SCALED    
 EW9184* NAVD 88     -       889.207  (meters)    2917.34   (feet)  ADJUSTED  
 EW9184  ___________________________________________________________________
 EW9184  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 EW9184  DYNAMIC HT  -         888.192 (meters)    2914.01  (feet)  COMP
 EW9184  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 EW9184
 EW9184  VERT ORDER  -  FIRST     CLASS I
 EW9184
 EW9184.The horizontal coordinates were scaled from a topographic map and have
 EW9184.an estimated accuracy of +/- 6 seconds.
 EW9184
 EW9184.The orthometric height was determined by differential leveling
 EW9184.and adjusted in June 1991.
 EW9184
 EW9184.The geoid height was determined by GEOID03.
 EW9184
 EW9184.The dynamic height is computed by dividing the NAVD 88
 EW9184.geopotential number by the normal gravity value computed on the
 EW9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9184.degrees latitude (g = 980.6199 gals.).
 EW9184
 EW9184.The modeled gravity was interpolated from observed gravity values.
 EW9184
 EW9184;                    North         East    Units  Estimated Accuracy
 EW9184;SPC CA 5     -   627,210.    1,930,530.      MT  (+/- 180 meters Scaled)
 EW9184
 EW9184                          SUPERSEDED SURVEY CONTROL
 EW9184
 EW9184.No superseded survey control is available for this station.
 EW9184
 EW9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU389350(NAD 83)
 EW9184_MARKER: DD = SURVEY DISK
 EW9184_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW9184+WITH SETTING: PAVEMENT
 EW9184_SP_SET: CONCRETE SLAB
 EW9184_STAMPING: BM 213-103 1974 7078
 EW9184_MARK LOGO: CA-037
 EW9184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9184+STABILITY: SURFACE MOTION
 EW9184
 EW9184  HISTORY     - Date     Condition        Report By
 EW9184  HISTORY     - 1974     MONUMENTED       CA-037
 EW9184  HISTORY     - 1974     GOOD             CA-037
 EW9184  HISTORY     - 1978     GOOD             NGS
 EW9184  HISTORY     - 1983     GOOD             USGS
 EW9184  HISTORY     - 1984     GOOD             NGS
 EW9184  HISTORY     - 1985     GOOD             NGS
 EW9184  HISTORY     - 1986     GOOD             NGS
 EW9184  HISTORY     - 1987     GOOD             NGS
 EW9184
 EW9184                          STATION DESCRIPTION
 EW9184
 EW9184'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9184'IN GORMAN.
 EW9184'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  4.95 MILES SOUTHERLY OF
 EW9184'THE HUNGRY VALLEY ROAD OVERCROSSING ON INTERSTATE HIGHWAY 5.  ON THE
 EW9184'SOUTH BOUND SIDE OF THE FREEWAY, TO AN OILED ROAD RUNNING TO THE WEST.
 EW9184'THROUGH THE GATE 0.45 MILE TO THE END OF THE OILED ROAD.  23 FEET
 EW9184'SOUTHERLY OF THE CENTER ROAD AND 16.5 NORTHWESTERLY OF A TELEPHONE
 EW9184'POLE.  SET IN THE NORTHEAST CORNER OF AN 8 FEET BY 8 FEET CONCRETE
 EW9184'SLAB 8 FEET ABOVE THE OILED ROAD.
 EW9184
 EW9184                          STATION RECOVERY (1978)
 EW9184
 EW9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9184'12.7 MILES SOUTH ALONG INTERSTATE 5, THENCE 0.45 MILES SOUTHWEST ALONG
 EW9184'BLADED DIRT ROAD THAT FOLLOWS EDISONS BURIED CABLE NOTE--FOR RECOVERY
 EW9184'ITS BEST TO WALK THIS 0.45 MILE, BM IN TOP THE NORTHEAST CORNER OF
 EW9184'CONCRETE SLAB AT THE END OF THIS DIRT ROAD ABOUT 8 FT. ABOVE ROAD AT A
 EW9184'POINT WHERE ROAD TURNS INTO A FIRE BREAK AND DROPS STRAIGHT OFF TO THE
 EW9184'NORTHWEST, 0.15 MILES SOUTHWEST OF BM 213-106 AND ABOUT 250 FT. ABOVE
 EW9184'WATCH YOUR STEP CUTBANK DROPS 300 FT. TO THE WEST OF THIS MARK, 23
 EW9184'FT. SOUTH THE CENTER OF ROAD, CONCRETE SLAB IS ON TOP A KNOLL NOTCHED
 EW9184'OUT BY CAT WORK, ON TOP OF OUTCROP AND COVERED BY DIRT AND
 EW9184'GRAVEL TO DISGUISE SLAB.
 EW9184
 EW9184                          STATION RECOVERY (1983)
 EW9184
 EW9184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9184'RECOVERED IN GOOD CONDITION.
 EW9184
 EW9184                          STATION RECOVERY (1984)
 EW9184
 EW9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9184'RECOVERED IN GOOD CONDITION.
 EW9184
 EW9184                          STATION RECOVERY (1985)
 EW9184
 EW9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9184'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-103
 EW9184'1974 7078.
 EW9184
 EW9184                          STATION RECOVERY (1986)
 EW9184
 EW9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9184'RECOVERED IN GOOD CONDITION.
 EW9184
 EW9184                          STATION RECOVERY (1987)
 EW9184
 EW9184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9185 ***********************************************************************
 EW9185  DESIGNATION -  213 104
 EW9185  PID         -  EW9185
 EW9185  STATE/COUNTY-  CA/LOS ANGELES
 EW9185  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9185
 EW9185                         *CURRENT SURVEY CONTROL
 EW9185  ___________________________________________________________________
 EW9185* NAD 83(1986)-  34 38 30.     (N)    118 45 33.     (W)     SCALED    
 EW9185* NAVD 88     -       866.669  (meters)    2843.40   (feet)  ADJUSTED  
 EW9185  ___________________________________________________________________
 EW9185  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EW9185  DYNAMIC HT  -         865.683 (meters)    2840.16  (feet)  COMP
 EW9185  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 EW9185
 EW9185  VERT ORDER  -  FIRST     CLASS I
 EW9185
 EW9185.The horizontal coordinates were scaled from a topographic map and have
 EW9185.an estimated accuracy of +/- 6 seconds.
 EW9185
 EW9185.The orthometric height was determined by differential leveling
 EW9185.and adjusted in June 1991.
 EW9185
 EW9185.The geoid height was determined by GEOID03.
 EW9185
 EW9185.The dynamic height is computed by dividing the NAVD 88
 EW9185.geopotential number by the normal gravity value computed on the
 EW9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9185.degrees latitude (g = 980.6199 gals.).
 EW9185
 EW9185.The modeled gravity was interpolated from observed gravity values.
 EW9185
 EW9185;                    North         East    Units  Estimated Accuracy
 EW9185;SPC CA 5     -   626,900.    1,930,400.      MT  (+/- 180 meters Scaled)
 EW9185
 EW9185                          SUPERSEDED SURVEY CONTROL
 EW9185
 EW9185.No superseded survey control is available for this station.
 EW9185
 EW9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU387347(NAD 83)
 EW9185_MARKER: Z = SEE DESCRIPTION
 EW9185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW9185_SP_SET: IRON PIPE
 EW9185_STAMPING: 213-104
 EW9185_MARK LOGO: CA-037
 EW9185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9185
 EW9185  HISTORY     - Date     Condition        Report By
 EW9185  HISTORY     - 1974     MONUMENTED       CA-037
 EW9185  HISTORY     - 1974     GOOD             CA-037
 EW9185  HISTORY     - 1983     GOOD             USGS
 EW9185  HISTORY     - 1984     GOOD             NGS
 EW9185  HISTORY     - 1985     GOOD             NGS
 EW9185  HISTORY     - 1986     GOOD             NGS
 EW9185  HISTORY     - 1987     GOOD             NGS
 EW9185
 EW9185                          STATION DESCRIPTION
 EW9185
 EW9185'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9185'IN GORMAN.
 EW9185'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  4.95 MILES SOUTHERLY OF
 EW9185'THE HUNGRY VALLEY ROAD OVERCROSSING ON INTERSTATE HIGHWAY 5.  ON THE
 EW9185'SOUTH BOUND SIDE OF THE FREEWAY TO AN OILED ROAD RUNNING TO THE WEST.
 EW9185'THROUGH THE GATE 0.45 MILE TO THE END OF THE OILED ROAD.  PROCEED
 EW9185'NORTHERLY DOWN THE STEEP EDISON COMPANY CABLE ROUTE, 66 FEET BELOW THE
 EW9185'OILED ROAD.  31 FEET WEST OF THE CENTER OF THE EDISON COMPANY CABLE
 EW9185'ROUTE.  31 FEET WEST OF A SOUTHERN CALIFORNIA EDISON COMPANY WARNING
 EW9185'SIGN.  20.0 FEET WEST OF A PACIFIC TELEPHONE COMPANY 4 INCHES
 EW9185'TRIANGULAR CONCRETE POST, 4 FEET HIGH.  20 FEET EAST OF THE TOP OF THE
 EW9185'CUT BANK.  1 FOOT EAST OF A 2 INCH YELLOW MARKER PIPE.  THE BENCH MARK
 EW9185'IS UP 2 INCHES ABOVE THE GROUND.
 EW9185
 EW9185                          STATION RECOVERY (1983)
 EW9185
 EW9185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9185'RECOVERED IN GOOD CONDITION.
 EW9185
 EW9185                          STATION RECOVERY (1984)
 EW9185
 EW9185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9185'RECOVERED IN GOOD CONDITION.
 EW9185
 EW9185                          STATION RECOVERY (1985)
 EW9185
 EW9185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9185'RECOVERED IN GOOD CONDITION.
 EW9185
 EW9185                          STATION RECOVERY (1986)
 EW9185
 EW9185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9185'RECOVERED IN GOOD CONDITION.
 EW9185
 EW9185                          STATION RECOVERY (1987)
 EW9185
 EW9185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9186 ***********************************************************************
 EW9186  DESIGNATION -  213 105
 EW9186  PID         -  EW9186
 EW9186  STATE/COUNTY-  CA/LOS ANGELES
 EW9186  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9186
 EW9186                         *CURRENT SURVEY CONTROL
 EW9186  ___________________________________________________________________
 EW9186* NAD 83(1986)-  34 38 42.     (N)    118 45 39.     (W)     SCALED    
 EW9186* NAVD 88     -       837.139  (meters)    2746.51   (feet)  ADJUSTED  
 EW9186  ___________________________________________________________________
 EW9186  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 EW9186  DYNAMIC HT  -         836.183 (meters)    2743.38  (feet)  COMP
 EW9186  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 EW9186
 EW9186  VERT ORDER  -  FIRST     CLASS I
 EW9186
 EW9186.The horizontal coordinates were scaled from a topographic map and have
 EW9186.an estimated accuracy of +/- 6 seconds.
 EW9186
 EW9186.The orthometric height was determined by differential leveling
 EW9186.and adjusted in June 1991.
 EW9186
 EW9186.The geoid height was determined by GEOID03.
 EW9186
 EW9186.The dynamic height is computed by dividing the NAVD 88
 EW9186.geopotential number by the normal gravity value computed on the
 EW9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9186.degrees latitude (g = 980.6199 gals.).
 EW9186
 EW9186.The modeled gravity was interpolated from observed gravity values.
 EW9186
 EW9186;                    North         East    Units  Estimated Accuracy
 EW9186;SPC CA 5     -   627,270.    1,930,250.      MT  (+/- 180 meters Scaled)
 EW9186
 EW9186                          SUPERSEDED SURVEY CONTROL
 EW9186
 EW9186.No superseded survey control is available for this station.
 EW9186
 EW9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU386350(NAD 83)
 EW9186_MARKER: S = SPIKE
 EW9186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW9186_SP_SET: IRON PIPE
 EW9186_STAMPING: 213-105
 EW9186_MARK LOGO: NONE  
 EW9186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9186
 EW9186  HISTORY     - Date     Condition        Report By
 EW9186  HISTORY     - 1974     MONUMENTED       CA-037
 EW9186  HISTORY     - 1974     GOOD             CA-037
 EW9186  HISTORY     - 1983     GOOD             USGS
 EW9186  HISTORY     - 1984     GOOD             NGS
 EW9186  HISTORY     - 1985     GOOD             NGS
 EW9186  HISTORY     - 1986     GOOD             NGS
 EW9186  HISTORY     - 1987     GOOD             NGS
 EW9186
 EW9186                          STATION DESCRIPTION
 EW9186
 EW9186'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9186'IN GORMAN.
 EW9186'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  4.95 MILES SOUTHERLY OF
 EW9186'THE HUNGRY VALLEY ROAD OVERCROSSING ON INTERSTATE HIGHWAY 5.  ON THE
 EW9186'SOUTH BOUND SIDE OF THE FREEWAY, TO AN OILED ROAD RUNNING TO THE WEST.
 EW9186'THROUGH THE GATE 0.45 MILE TO THE END OF THE OILED ROAD. PROCEED
 EW9186'NORTHERLY DOWN THE STEEP EDISON COMPANY CABLE ROUTE, 163 FEET BELOW
 EW9186'THE OILED ROAD TO AN ANGLE POINT IN THE ROUTE BEARING NORTHWESTERLY.
 EW9186'12 FEET WEST OF THE WEST EDGE OF THE CABLE ROUTE.  20 FEET EAST OF THE
 EW9186'TOP OF THE CUT BANK.  42 FEET SOUTHWEST OF A SOUTHERN CALIFORNIA
 EW9186'EDISON COMPANY WARNING SIGN.  33 FEET SOUTHWESTERLY OF A 4 INCH
 EW9186'PACIFIC TELEPHONE COMPANY TRIANGULAR CONCRETE POST 5 FEET HIGH. 1 FOOT
 EW9186'EAST OF A YELLOW 2 INCH MARKER PIPE. THE BENCH MARK IS 2 INCHES ABOVE
 EW9186'THE GROUND.
 EW9186
 EW9186                          STATION RECOVERY (1983)
 EW9186
 EW9186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9186'RECOVERED IN GOOD CONDITION.
 EW9186
 EW9186                          STATION RECOVERY (1984)
 EW9186
 EW9186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9186'RECOVERED IN GOOD CONDITION.
 EW9186
 EW9186                          STATION RECOVERY (1985)
 EW9186
 EW9186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9186'RECOVERED IN GOOD CONDITION.
 EW9186
 EW9186                          STATION RECOVERY (1986)
 EW9186
 EW9186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9186'RECOVERED IN GOOD CONDITION.
 EW9186
 EW9186                          STATION RECOVERY (1987)
 EW9186
 EW9186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9190 ***********************************************************************
 EW9190  DESIGNATION -  213 109
 EW9190  PID         -  EW9190
 EW9190  STATE/COUNTY-  CA/LOS ANGELES
 EW9190  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9190
 EW9190                         *CURRENT SURVEY CONTROL
 EW9190  ___________________________________________________________________
 EW9190* NAD 83(1986)-  34 38 34.     (N)    118 45 35.     (W)     SCALED    
 EW9190* NAVD 88     -       771.688  (meters)    2531.78   (feet)  ADJUSTED  
 EW9190  ___________________________________________________________________
 EW9190  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 EW9190  DYNAMIC HT  -         770.805 (meters)    2528.88  (feet)  COMP
 EW9190  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 EW9190
 EW9190  VERT ORDER  -  FIRST     CLASS I
 EW9190
 EW9190.The horizontal coordinates were scaled from a topographic map and have
 EW9190.an estimated accuracy of +/- 6 seconds.
 EW9190
 EW9190.The orthometric height was determined by differential leveling
 EW9190.and adjusted in June 1991.
 EW9190.WARNING-Repeat measurements at this control monument indicate possible
 EW9190.vertical movement.
 EW9190
 EW9190.The geoid height was determined by GEOID03.
 EW9190
 EW9190.The dynamic height is computed by dividing the NAVD 88
 EW9190.geopotential number by the normal gravity value computed on the
 EW9190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9190.degrees latitude (g = 980.6199 gals.).
 EW9190
 EW9190.The modeled gravity was interpolated from observed gravity values.
 EW9190
 EW9190;                    North         East    Units  Estimated Accuracy
 EW9190;SPC CA 5     -   627,030.    1,930,350.      MT  (+/- 180 meters Scaled)
 EW9190
 EW9190                          SUPERSEDED SURVEY CONTROL
 EW9190
 EW9190  NGVD 29 (??/??/92)  770.831  (m)         2528.97   (f) ADJ UNCH    1 1
 EW9190
 EW9190.Superseded values are not recommended for survey control.
 EW9190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9190.See file dsdata.txt to determine how the superseded data were derived.
 EW9190
 EW9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU387348(NAD 83)
 EW9190_MARKER: DD = SURVEY DISK
 EW9190_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9190_SP_SET: DRAIN DITCH
 EW9190_STAMPING: BM 213-109 1974 7078
 EW9190_MARK LOGO: CA-037
 EW9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9190
 EW9190  HISTORY     - Date     Condition        Report By
 EW9190  HISTORY     - 1974     MONUMENTED       CA-037
 EW9190  HISTORY     - 1974     GOOD             CA-037
 EW9190  HISTORY     - 1978     GOOD             NGS
 EW9190  HISTORY     - 1983     GOOD             USGS
 EW9190  HISTORY     - 1984     GOOD             NGS
 EW9190  HISTORY     - 1985     GOOD             NGS
 EW9190  HISTORY     - 1986     GOOD             NGS
 EW9190  HISTORY     - 1987     GOOD             NGS
 EW9190  HISTORY     - 19940721 GOOD             NGS
 EW9190
 EW9190                          STATION DESCRIPTION
 EW9190
 EW9190'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9190'4.2 MI N FROM CASTAIC.
 EW9190'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9190'OF TEMPLIN HIGHWAY 7.25 MILES ON THE GOLDEN STATE HIGHWAY TO THE LARGE
 EW9190'BRIDGE BELOW THE DAM.  RIGHT (EASTERLY) AT THE BRIDGE 0.5 MILE ALONG
 EW9190'THE ROAD UP TO THE TOP OF THE DAM.  IN THE EAST LIP OF A 4.0 FEET
 EW9190'CONCRETE DRAIN RUNNING ALONG THE EAST SIDE OF THE ROAD.  3.0 FEET WEST
 EW9190'OF A 2 INCH YELLOW MARKER PIPE.  29.4 FEET EAST OF A STEEL GUARD RAIL
 EW9190'AND AT ABOUT ROAD LEVEL.
 EW9190
 EW9190                          STATION RECOVERY (1978)
 EW9190
 EW9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9190'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 7.65 MILES NORTH ALONG OLD
 EW9190'99 (GOLDEN STATE HIGHWAY), 0.05 MILES SUTHEAST OF CHAIN LINK GATE, IN
 EW9190'TOP THE NORTHEAST EDGE OF CONCRETE DRAINAGE CHANNEL , 15 FT. NORTHEAST
 EW9190'THE CENTER LINE ROAD.
 EW9190
 EW9190                          STATION RECOVERY (1983)
 EW9190
 EW9190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9190'RECOVERED IN GOOD CONDITION.
 EW9190
 EW9190                          STATION RECOVERY (1984)
 EW9190
 EW9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9190'RECOVERED IN GOOD CONDITION.
 EW9190
 EW9190                          STATION RECOVERY (1985)
 EW9190
 EW9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9190'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-109
 EW9190'1974 7078.
 EW9190
 EW9190                          STATION RECOVERY (1986)
 EW9190
 EW9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9190'RECOVERED IN GOOD CONDITION.
 EW9190
 EW9190                          STATION RECOVERY (1987)
 EW9190
 EW9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9190'RECOVERED IN GOOD CONDITION.
 EW9190
 EW9190                          STATION RECOVERY (1994)
 EW9190
 EW9190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9190'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9190'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9190'ALONG TEMPLIN HIGHWAY, THENCE 11.9 KM (7.40 MI) NORTHERLY ALONG GOLDEN
 EW9190'STATE HIGHWAY, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG A PAVED ROAD,
 EW9190'NEAR THE EAST EDGE OF A CONCRETE LINED DRAINAGE DITCH ON THE EAST SIDE
 EW9190'OF THE ROAD, 150.0 M (492.1 FT) SOUTH OF THE CENTER OF A CHAIN-LINK
 EW9190'GATE, 4.8 M (15.7 FT) NORTH OF A REFLECTOR POST, 4.6 M (15.1 FT) EAST
 EW9190'OF AND LEVEL WITH THE ROAD CENTERLINE, AND 0.8 M (2.6 FT) WEST OF A
 EW9190'VERTICAL PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9191 ***********************************************************************
 EW9191  DESIGNATION -  213 110
 EW9191  PID         -  EW9191
 EW9191  STATE/COUNTY-  CA/LOS ANGELES
 EW9191  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9191
 EW9191                         *CURRENT SURVEY CONTROL
 EW9191  ___________________________________________________________________
 EW9191* NAD 83(1986)-  34 38 28.     (N)    118 45 33.     (W)     SCALED    
 EW9191* NAVD 88     -       749.283  (meters)    2458.27   (feet)  ADJUSTED  
 EW9191  ___________________________________________________________________
 EW9191  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EW9191  DYNAMIC HT  -         748.427 (meters)    2455.46  (feet)  COMP
 EW9191  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 EW9191
 EW9191  VERT ORDER  -  FIRST     CLASS I
 EW9191
 EW9191.The horizontal coordinates were scaled from a topographic map and have
 EW9191.an estimated accuracy of +/- 6 seconds.
 EW9191
 EW9191.The orthometric height was determined by differential leveling
 EW9191.and adjusted in June 1991.
 EW9191.WARNING-Repeat measurements at this control monument indicate possible
 EW9191.vertical movement.
 EW9191
 EW9191.The geoid height was determined by GEOID03.
 EW9191
 EW9191.The dynamic height is computed by dividing the NAVD 88
 EW9191.geopotential number by the normal gravity value computed on the
 EW9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9191.degrees latitude (g = 980.6199 gals.).
 EW9191
 EW9191.The modeled gravity was interpolated from observed gravity values.
 EW9191
 EW9191;                    North         East    Units  Estimated Accuracy
 EW9191;SPC CA 5     -   626,840.    1,930,400.      MT  (+/- 180 meters Scaled)
 EW9191
 EW9191                          SUPERSEDED SURVEY CONTROL
 EW9191
 EW9191  NGVD 29 (??/??/92)  748.427  (m)         2455.46   (f) ADJ UNCH    1 1
 EW9191
 EW9191.Superseded values are not recommended for survey control.
 EW9191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9191.See file dsdata.txt to determine how the superseded data were derived.
 EW9191
 EW9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU387346(NAD 83)
 EW9191_MARKER: DD = SURVEY DISK
 EW9191_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9191_SP_SET: DITCH DRAIN WALL
 EW9191_STAMPING: BM 213-110 1974 7078
 EW9191_MARK LOGO: CA-037
 EW9191_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9191+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 EW9191
 EW9191  HISTORY     - Date     Condition        Report By
 EW9191  HISTORY     - 1974     MONUMENTED       CA-037
 EW9191  HISTORY     - 1974     GOOD             CA-037
 EW9191  HISTORY     - 1978     POOR             NGS
 EW9191  HISTORY     - 1983     GOOD             USGS
 EW9191  HISTORY     - 1984     GOOD             NGS
 EW9191  HISTORY     - 1985     GOOD             NGS
 EW9191  HISTORY     - 1986     GOOD             NGS
 EW9191  HISTORY     - 1987     GOOD             NGS
 EW9191  HISTORY     - 19940721 GOOD             NGS
 EW9191
 EW9191                          STATION DESCRIPTION
 EW9191
 EW9191'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9191'4.5 MI NE FROM CASTAIC.
 EW9191'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9191'OF TEMPLIN HIGHWAY 7.25 MILES ON THE GOLDEN STATE HIGHWAY TO THE LARGE
 EW9191'BRIDGE BELOW THE DAM.  RIGHT (EASTERLY) FROM THE BRIDGE 0.35 MILE ON
 EW9191'THE ROAD UPHILL TOWARDS THE DAM.  NEAR A SHARP SWITCH BACK IN THE
 EW9191'ROAD.  7.5 FEET NORTH OF THE NORTHERLY EDGE OF THE MACADAM ROAD. 27.0
 EW9191'FEET EAST OF A STEEL GUARD RAIL.  SET IN THE WEST LIP OF A 4.0 FEET
 EW9191'CONCRETE DRAIN, ABOUT AT THE ROAD LEVEL.
 EW9191
 EW9191                          STATION RECOVERY (1978)
 EW9191
 EW9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9191'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 7.5 MILES NORTH ALONG OLD
 EW9191'99 (GOLDEN STATE HIGHWAY), IN TOP THE SOUTH EDGE OF NORTH CONCRETE
 EW9191'DRAINAGE CHANNEL ON THE INSIDE OF AND AT THE WEST END OF VERY SHARP
 EW9191'CURVE IN ROAD TO THE TOP OF DAM, 25 FT. WEST OF WEST END CUTBANK, 10
 EW9191'FT. WEST OF EAST END DRAINAGE CHANNEL, 12 FT. NORTH THE CENTER LINE
 EW9191'ROAD, NOTE--BM IS SOLID IN CONCRETE AND IN GOOD CONDITION, BUT DISK
 EW9191'SET AT SUCH AN ANGLE THAT BUTTON IN THE CENTER OF DISK IS LEVEL WITH
 EW9191'THE EAST EDGE OF DISK.
 EW9191
 EW9191                          STATION RECOVERY (1983)
 EW9191
 EW9191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9191'RECOVERED IN GOOD CONDITION.
 EW9191
 EW9191                          STATION RECOVERY (1984)
 EW9191
 EW9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9191'RECOVERED IN GOOD CONDITION.
 EW9191
 EW9191                          STATION RECOVERY (1985)
 EW9191
 EW9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9191'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-110
 EW9191'1974 7078.
 EW9191
 EW9191                          STATION RECOVERY (1986)
 EW9191
 EW9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9191'RECOVERED IN GOOD CONDITION.
 EW9191
 EW9191                          STATION RECOVERY (1987)
 EW9191
 EW9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9191'RECOVERED IN GOOD CONDITION.
 EW9191
 EW9191                          STATION RECOVERY (1994)
 EW9191
 EW9191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9191'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9191'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9191'ALONG TEMPLIN HIGHWAY, THENCE 11.9 KM (7.40 MI) NORTHERLY ALONG GOLDEN
 EW9191'STATE HIGHWAY, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A PAVED ROAD,
 EW9191'IN THE WEST CONCRETE WALL OF A LINED DITCH ON THE WEST SIDE OF A SHARP
 EW9191'CURVE, 3.8 M (12.5 FT) EAST OF THE ROAD CENTERLINE, 2.3 M (7.5 FT)
 EW9191'NORTH OF THE SOUTH END OF THE WALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 EW9191'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9192 ***********************************************************************
 EW9192  DESIGNATION -  213 111
 EW9192  PID         -  EW9192
 EW9192  STATE/COUNTY-  CA/LOS ANGELES
 EW9192  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9192
 EW9192                         *CURRENT SURVEY CONTROL
 EW9192  ___________________________________________________________________
 EW9192* NAD 83(1986)-  34 38 31.     (N)    118 45 37.     (W)     SCALED    
 EW9192* NAVD 88     -       731.169  (meters)    2398.84   (feet)  ADJUSTED  
 EW9192  ___________________________________________________________________
 EW9192  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 EW9192  DYNAMIC HT  -         730.332 (meters)    2396.10  (feet)  COMP
 EW9192  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 EW9192
 EW9192  VERT ORDER  -  FIRST     CLASS I
 EW9192
 EW9192.The horizontal coordinates were scaled from a topographic map and have
 EW9192.an estimated accuracy of +/- 6 seconds.
 EW9192
 EW9192.The orthometric height was determined by differential leveling
 EW9192.and adjusted in June 1991.
 EW9192
 EW9192.The geoid height was determined by GEOID03.
 EW9192
 EW9192.The dynamic height is computed by dividing the NAVD 88
 EW9192.geopotential number by the normal gravity value computed on the
 EW9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9192.degrees latitude (g = 980.6199 gals.).
 EW9192
 EW9192.The modeled gravity was interpolated from observed gravity values.
 EW9192
 EW9192;                    North         East    Units  Estimated Accuracy
 EW9192;SPC CA 5     -   626,930.    1,930,300.      MT  (+/- 180 meters Scaled)
 EW9192
 EW9192                          SUPERSEDED SURVEY CONTROL
 EW9192
 EW9192  NGVD 29 (??/??/92)  730.317  (m)         2396.05   (f) ADJ UNCH    1 1
 EW9192
 EW9192.Superseded values are not recommended for survey control.
 EW9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9192.See file dsdata.txt to determine how the superseded data were derived.
 EW9192
 EW9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU386347(NAD 83)
 EW9192_MARKER: DD = SURVEY DISK
 EW9192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9192_SP_SET: CATCH BASIN
 EW9192_STAMPING: BM 213-111 1974 7079
 EW9192_MARK LOGO: CA-037
 EW9192_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9192+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 EW9192
 EW9192  HISTORY     - Date     Condition        Report By
 EW9192  HISTORY     - 1974     MONUMENTED       CA-037
 EW9192  HISTORY     - 1974     GOOD             CA-037
 EW9192  HISTORY     - 1978     GOOD             NGS
 EW9192  HISTORY     - 1983     GOOD             USGS
 EW9192  HISTORY     - 1984     GOOD             NGS
 EW9192  HISTORY     - 1985     GOOD             NGS
 EW9192  HISTORY     - 1986     GOOD             NGS
 EW9192  HISTORY     - 1987     GOOD             NGS
 EW9192  HISTORY     - 19940721 GOOD             NGS
 EW9192
 EW9192                          STATION DESCRIPTION
 EW9192
 EW9192'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9192'4.35 MI NE FROM CASTIAC.
 EW9192'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9192'OF TEMPLIN HIGHWAY 7.25 MILES ON THE GOLDEN STATE HIGHWAY TO THE LARGE
 EW9192'BRIDGE BELOW THE DAM.  RIGHT (EASTERLY) AT THE BRIDGE 0.20 MILE ON THE
 EW9192'ROAD TO THE DAM.  170.0 FEET WEST OF THE CENTER OF A MACADAM ROAD
 EW9192'RUNNING NORTH.  33.0 FEET NORTH OF THE STEEL GUARD RAIL ON THE SOUTH
 EW9192'SIDE OF THE ROAD.  47.0 FEET NORTHEAST OF THE EAST END OF A CONCRETE
 EW9192'GUTTER.  SET IN THE CENTER OF A CONCRETE HEADWALL 2 FOOT BELOW THE
 EW9192'ROAD.
 EW9192
 EW9192                          STATION RECOVERY (1978)
 EW9192
 EW9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9192'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 7.4 MILES NORTH ALONG OLD
 EW9192'99 (GOLDEN STATE HIGHWAY), 160 FT. WEST OF WEST END CHAIN LINK GATE,
 EW9192'ACROSS ROAD LEADING NORTH, 18 FT. NORTH THE CENTER LINE ROAD TO TOP
 EW9192'OF DAM, IN TOP THE CENTER OF CONCRETE HEADWALL, WHICH IS LOCATED AT
 EW9192'THE BOTTOM OF THE CONCRETE DRAINAGE CHANNEL ALONG NORTH SIDE OF ROAD,
 EW9192'4 FT. NORTH OF WHITE PADDLE BOARD MARKER.
 EW9192
 EW9192                          STATION RECOVERY (1983)
 EW9192
 EW9192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9192'RECOVERED IN GOOD CONDITION.
 EW9192
 EW9192                          STATION RECOVERY (1984)
 EW9192
 EW9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9192'RECOVERED IN GOOD CONDITION.
 EW9192
 EW9192                          STATION RECOVERY (1985)
 EW9192
 EW9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9192'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-111
 EW9192'1974 7078.
 EW9192
 EW9192                          STATION RECOVERY (1986)
 EW9192
 EW9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9192'RECOVERED IN GOOD CONDITION.
 EW9192
 EW9192                          STATION RECOVERY (1987)
 EW9192
 EW9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9192'RECOVERED IN GOOD CONDITION.
 EW9192
 EW9192                          STATION RECOVERY (1994)
 EW9192
 EW9192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9192'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9192'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9192'ALONG TEMPLIN HIGHWAY, THENCE 11.9 KM (7.40 MI) NORTHERLY ALONG GOLDEN
 EW9192'STATE HIGHWAY, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD,
 EW9192'NEAR THE CENTER OF THE WEST WALL OF A CATCH BASIN, 48.8 M (160.1 FT)
 EW9192'WEST OF THE CENTER OF A ROAD LEADING NORTH, 5.5 M (18.0 FT) NORTH OF
 EW9192'THE ROAD CENTERLINE, 1.2 M (3.9 FT) NORTH OF A REFLECTOR POST, AND 0.9
 EW9192'M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9193 ***********************************************************************
 EW9193  DESIGNATION -  213 112
 EW9193  PID         -  EW9193
 EW9193  STATE/COUNTY-  CA/LOS ANGELES
 EW9193  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9193
 EW9193                         *CURRENT SURVEY CONTROL
 EW9193  ___________________________________________________________________
 EW9193* NAD 83(1986)-  34 38 25.     (N)    118 45 39.     (W)     SCALED    
 EW9193* NAVD 88     -       692.624  (meters)    2272.38   (feet)  ADJUSTED  
 EW9193  ___________________________________________________________________
 EW9193  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EW9193  DYNAMIC HT  -         691.830 (meters)    2269.78  (feet)  COMP
 EW9193  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 EW9193
 EW9193  VERT ORDER  -  FIRST     CLASS I
 EW9193
 EW9193.The horizontal coordinates were scaled from a topographic map and have
 EW9193.an estimated accuracy of +/- 6 seconds.
 EW9193
 EW9193.The orthometric height was determined by differential leveling
 EW9193.and adjusted in June 1995.
 EW9193
 EW9193.The geoid height was determined by GEOID03.
 EW9193
 EW9193.The dynamic height is computed by dividing the NAVD 88
 EW9193.geopotential number by the normal gravity value computed on the
 EW9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9193.degrees latitude (g = 980.6199 gals.).
 EW9193
 EW9193.The modeled gravity was interpolated from observed gravity values.
 EW9193
 EW9193;                    North         East    Units  Estimated Accuracy
 EW9193;SPC CA 5     -   626,750.    1,930,250.      MT  (+/- 180 meters Scaled)
 EW9193
 EW9193                          SUPERSEDED SURVEY CONTROL
 EW9193
 EW9193  NAVD 88 (06/15/91)  692.623  (m)         2272.38   (f) UNKNOWN     1 1
 EW9193  NGVD 29 (??/??/92)  691.770  (m)         2269.58   (f) ADJ UNCH    1 1
 EW9193
 EW9193.Superseded values are not recommended for survey control.
 EW9193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9193.See file dsdata.txt to determine how the superseded data were derived.
 EW9193
 EW9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU386345(NAD 83)
 EW9193_MARKER: DD = SURVEY DISK
 EW9193_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9193_SP_SET: CURB
 EW9193_MARK LOGO: CADWR 
 EW9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9193+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 EW9193
 EW9193  HISTORY     - Date     Condition        Report By
 EW9193  HISTORY     - UNK      MONUMENTED       CADWR
 EW9193  HISTORY     - 1974     GOOD             CA-037
 EW9193  HISTORY     - 1978     GOOD             NGS
 EW9193  HISTORY     - 1983     GOOD             USGS
 EW9193  HISTORY     - 1984     GOOD             NGS
 EW9193  HISTORY     - 1985     GOOD             NGS
 EW9193  HISTORY     - 1986     GOOD             NGS
 EW9193  HISTORY     - 1987     GOOD             NGS
 EW9193  HISTORY     - 19940721 GOOD             NGS
 EW9193
 EW9193                          STATION DESCRIPTION
 EW9193
 EW9193'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9193'4.15 MI N FROM CASTAIC.
 EW9193'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9193'OF TEMPLIN HIGHWAY 7.25 MILES ON THE GOLDEN STATE HIGHWAY TO THE LARGE
 EW9193'BRIDGE BELOW THE DAM.  IN THE NORTHERLY CONCRETE CURB OF THE BRIDGE.
 EW9193'2.0 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE.
 EW9193
 EW9193                          STATION RECOVERY (1978)
 EW9193
 EW9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9193'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 7.2 MILES NORTH ALONG OLD
 EW9193'99 (GOLDEN STATE HIGHWAY), IN TOP THE NORTHEAST END OF NORTHWEST CURB
 EW9193'OF BRIDGE OVER PIRU CREEK, 15 FT. SOUTHWEST OF NORTHEAST END CURB , 10
 EW9193'FT. NORTHWEST THE CENTER LINE ROAD.
 EW9193
 EW9193                          STATION RECOVERY (1983)
 EW9193
 EW9193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9193'RECOVERED IN GOOD CONDITION.
 EW9193
 EW9193                          STATION RECOVERY (1984)
 EW9193
 EW9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9193'RECOVERED IN GOOD CONDITION.
 EW9193
 EW9193                          STATION RECOVERY (1985)
 EW9193
 EW9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9193'RECOVERED IN GOOD CONDITION.  DISK IS NOT STAMPED.
 EW9193
 EW9193                          STATION RECOVERY (1986)
 EW9193
 EW9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9193'RECOVERED IN GOOD CONDITION.
 EW9193
 EW9193                          STATION RECOVERY (1987)
 EW9193
 EW9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9193'RECOVERED IN GOOD CONDITION.
 EW9193
 EW9193                          STATION RECOVERY (1994)
 EW9193
 EW9193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9193'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9193'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9193'ALONG TEMPLIN HIGHWAY, THENCE 11.9 KM (7.40 MI) NORTHERLY ALONG GOLDEN
 EW9193'STATE HIGHWAY, IN TOP OF AND 0.6 M (2.0 FT) SOUTHWEST OF THE NORTHEAST
 EW9193'END OF THE NORTHWEST CONCRETE CURB OF A BRIDGE SPANNING PIRU CREEK,
 EW9193'3.1 M (10.2 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 0.2 M (0.7
 EW9193'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9197 ***********************************************************************
 EW9197  DESIGNATION -  213 116 LA CO
 EW9197  PID         -  EW9197
 EW9197  STATE/COUNTY-  CA/LOS ANGELES
 EW9197  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9197
 EW9197                         *CURRENT SURVEY CONTROL
 EW9197  ___________________________________________________________________
 EW9197* NAD 83(1986)-  34 38 03.     (N)    118 45 11.     (W)     SCALED    
 EW9197* NAVD 88     -       666.63   (+/-2cm)    2187.1    (feet)  VERTCON   
 EW9197  ___________________________________________________________________
 EW9197  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 EW9197  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9197
 EW9197.The horizontal coordinates were scaled from a topographic map and have
 EW9197.an estimated accuracy of +/- 6 seconds.
 EW9197
 EW9197.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9197.The vertical order pertains to the NGVD 29 superseded value.
 EW9197
 EW9197.The geoid height was determined by GEOID03.
 EW9197
 EW9197;                    North         East    Units  Estimated Accuracy
 EW9197;SPC CA 5     -   626,070.    1,930,960.      MT  (+/- 180 meters Scaled)
 EW9197
 EW9197                          SUPERSEDED SURVEY CONTROL
 EW9197
 EW9197  NGVD 29 (??/??/92)  665.78   (m)         2184.3    (f) COMPUTED    1 1
 EW9197
 EW9197.Superseded values are not recommended for survey control.
 EW9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9197.See file dsdata.txt to determine how the superseded data were derived.
 EW9197
 EW9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU393338(NAD 83)
 EW9197_MARKER: DD = SURVEY DISK
 EW9197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9197_SP_SET: CULVERT
 EW9197_STAMPING: BM 213-116 RE 7078
 EW9197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9197
 EW9197  HISTORY     - Date     Condition        Report By
 EW9197  HISTORY     - UNK      MONUMENTED       CA-037
 EW9197  HISTORY     - 1974     GOOD             CA-037
 EW9197  HISTORY     - 1978     GOOD             NGS
 EW9197
 EW9197                          STATION DESCRIPTION
 EW9197
 EW9197'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9197'3.5 MI N FROM CASTAIC.
 EW9197'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9197'OF TEMPLIN HIGHWAY 6.60 MILES ON GOLDEN STATE HIGHWAY.  52.0 FEET
 EW9197'SOUTH OF THE CENTER DIVIDER.  14.0 FEET SOUTH OF THE SOUTH MACADAM
 EW9197'CURB.  57.5 FEET SOUTHEAST OF POWER POLE NO. 1790668E.  SET IN THE TOP
 EW9197'OF THE EAST WING-WALL OF A CONCRETE CULVERT.  1 FOOT SOUTH OF THE EAST
 EW9197'END OF THE HEADWALL.  THE TOP OF THE HEADWALL IS 3 FEET LOWER THAN THE
 EW9197'ROAD.
 EW9197
 EW9197                          STATION RECOVERY (1978)
 EW9197
 EW9197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9197'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 6.5 MILES NORTH ALONG OLD
 EW9197'99 (GOLDEN STATE HIGHWAY), 0.1 MILES NORTH OF THE SOUTH END CENTER
 EW9197'DIVIDER, 0.05 MILE SOUTH OF T-JUNCTION PAVED ROAD LEADING EAST, AT
 EW9197'THE SOUTH END OF CUTBANK ON WEST SIDE ROAD, IN TOP THE NORTHEAST END
 EW9197'OF EAST CONCRETE WINGWALL CULVERT NUMBER 1-79-44 FOR ROYBALL SPRING
 EW9197'RUNOFF, 40 FT. SOUTHWEST OF THE CENTERLINE SOUTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9200 ***********************************************************************
 EW9200  DESIGNATION -  213 119
 EW9200  PID         -  EW9200
 EW9200  STATE/COUNTY-  CA/LOS ANGELES
 EW9200  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9200
 EW9200                         *CURRENT SURVEY CONTROL
 EW9200  ___________________________________________________________________
 EW9200* NAD 83(1986)-  34 37 02.     (N)    118 44 37.     (W)     SCALED    
 EW9200* NAVD 88     -       626.912  (meters)    2056.79   (feet)  ADJUSTED  
 EW9200  ___________________________________________________________________
 EW9200  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 EW9200  DYNAMIC HT  -         626.181 (meters)    2054.40  (feet)  COMP
 EW9200  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 EW9200
 EW9200  VERT ORDER  -  FIRST     CLASS I
 EW9200
 EW9200.The horizontal coordinates were scaled from a topographic map and have
 EW9200.an estimated accuracy of +/- 6 seconds.
 EW9200
 EW9200.The orthometric height was determined by differential leveling
 EW9200.and adjusted in June 1995.
 EW9200.WARNING-Repeat measurements at this control monument indicate possible
 EW9200.vertical movement.
 EW9200
 EW9200.The geoid height was determined by GEOID03.
 EW9200
 EW9200.The dynamic height is computed by dividing the NAVD 88
 EW9200.geopotential number by the normal gravity value computed on the
 EW9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9200.degrees latitude (g = 980.6199 gals.).
 EW9200
 EW9200.The modeled gravity was interpolated from observed gravity values.
 EW9200
 EW9200;                    North         East    Units  Estimated Accuracy
 EW9200;SPC CA 5     -   624,180.    1,931,810.      MT  (+/- 180 meters Scaled)
 EW9200
 EW9200                          SUPERSEDED SURVEY CONTROL
 EW9200
 EW9200  NAVD 88 (06/15/91)  626.910  (m)         2056.79   (f) UNKNOWN     1 1
 EW9200  NGVD 29 (??/??/92)  626.057  (m)         2053.99   (f) ADJ UNCH    1 1
 EW9200
 EW9200.Superseded values are not recommended for survey control.
 EW9200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9200.See file dsdata.txt to determine how the superseded data were derived.
 EW9200
 EW9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU401319(NAD 83)
 EW9200_MARKER: DD = SURVEY DISK
 EW9200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9200_SP_SET: CULVERT HEADWALL
 EW9200_STAMPING: BM 213-119 1974 7078
 EW9200_MARK LOGO: CA-037
 EW9200_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9200+STABILITY: SURFACE MOTION
 EW9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9200+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9200
 EW9200  HISTORY     - Date     Condition        Report By
 EW9200  HISTORY     - 1974     MONUMENTED       CA-037
 EW9200  HISTORY     - 1974     GOOD             CA-037
 EW9200  HISTORY     - 1978     GOOD             NGS
 EW9200  HISTORY     - 1983     GOOD             USGS
 EW9200  HISTORY     - 1984     GOOD             NGS
 EW9200  HISTORY     - 1985     GOOD             NGS
 EW9200  HISTORY     - 1986     GOOD             NGS
 EW9200  HISTORY     - 1987     GOOD             NGS
 EW9200  HISTORY     - 19940720 GOOD             NGS
 EW9200
 EW9200                          STATION DESCRIPTION
 EW9200
 EW9200'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9200'2.1 MI N FROM CASTAIC.
 EW9200'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9200'OF TEMPLIN HIGHWAY 5.20 MILES ON THE GOLDEN STATE HIGHWAY.  50.0 FEET
 EW9200'EAST OF THE APPROXIMATE CENTER OF GOLDEN STATE HIGHWAY.  13.3 FEET
 EW9200'SOUTHEAST OF A CULVERT MARKER SIGN H-275+65, AND 13.5 FEET NORTH OF
 EW9200'THE OUTLET OF A 15 INCH CORRUGATED METAL PIPE IN THE TOP OF A CONCRETE
 EW9200'HEADWALL OF A CULVERT, 1 FOOT NORTH OF THE SOUTH END.  125 FEET NORTH
 EW9200'OF THE CENTER OF A DIRT ROAD ON THE WEST SIDE OF THE HIGHWAY. 4.0 FEET
 EW9200'LOWER THAN THE EAST EDGE OF THE DIRT ROAD.
 EW9200
 EW9200                          STATION RECOVERY (1978)
 EW9200
 EW9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9200'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 5.15 MILES NORTH ALONG OLD
 EW9200'99 (GOLDEN STATE HIGHWAY) , 1.0 FT. NORTH OF THE SOUTH END OF HEADWALL
 EW9200'CULVERT NUMBER H 275+65 AT THE T JUNCTION OF ROAD LEADING WEST, 36 FT.
 EW9200'EAST CENTER LINE NORTH BOUND LANES.
 EW9200
 EW9200                          STATION RECOVERY (1983)
 EW9200
 EW9200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9200'RECOVERED IN GOOD CONDITION.
 EW9200
 EW9200                          STATION RECOVERY (1984)
 EW9200
 EW9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9200'RECOVERED IN GOOD CONDITION.
 EW9200
 EW9200                          STATION RECOVERY (1985)
 EW9200
 EW9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9200'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-119
 EW9200'1974 7078.
 EW9200
 EW9200                          STATION RECOVERY (1986)
 EW9200
 EW9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9200'RECOVERED IN GOOD CONDITION.
 EW9200
 EW9200                          STATION RECOVERY (1987)
 EW9200
 EW9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9200'RECOVERED IN GOOD CONDITION.
 EW9200
 EW9200                          STATION RECOVERY (1994)
 EW9200
 EW9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9200'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9200'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9200'ALONG TEMPLIN HIGHWAY, THENCE 8.5 KM (5.30 MI) NORTHERLY ALONG THE
 EW9200'GOLDEN STATE HIGHWAY, IN TOP AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END
 EW9200'OF THE EAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 68.0 M (223.1 FT)
 EW9200'NORTH OF A GATE AND BARRIER ACROSS THE HIGHWAY, 15.3 M (50.2 FT) EAST
 EW9200'OF THE HIGHWAY CENTER, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 EW9200'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9201 ***********************************************************************
 EW9201  DESIGNATION -  213 120
 EW9201  PID         -  EW9201
 EW9201  STATE/COUNTY-  CA/LOS ANGELES
 EW9201  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9201
 EW9201                         *CURRENT SURVEY CONTROL
 EW9201  ___________________________________________________________________
 EW9201* NAD 83(2007)-  34 36 52.95440(N)    118 44 15.30791(W)     ADJUSTED  
 EW9201* NAVD 88     -       658.029  (meters)    2158.88   (feet)  ADJUSTED  
 EW9201  ___________________________________________________________________
 EW9201  EPOCH DATE  -        2007.00
 EW9201  X           -  -2,526,761.133 (meters)                     COMP
 EW9201  Y           -  -4,608,044.774 (meters)                     COMP
 EW9201  Z           -   3,603,126.996 (meters)                     COMP
 EW9201  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EW9201  ELLIP HEIGHT-         625.393 (meters)          (02/10/07) ADJUSTED
 EW9201  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 EW9201  DYNAMIC HT  -         657.286 (meters)    2156.45  (feet)  COMP
 EW9201
 EW9201  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW9201  Type    PID    Designation                      North   East  Ellip
 EW9201  -------------------------------------------------------------------
 EW9201  NETWORK EW9201 213 120                           0.84   1.65   7.45
 EW9201  -------------------------------------------------------------------
 EW9201  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 EW9201  OBS GRAVITY -     979,485.4   (mgal)                       GRAV_OBS
 EW9201
 EW9201  VERT ORDER  -  FIRST     CLASS I
 EW9201
 EW9201.The horizontal coordinates were established by GPS observations
 EW9201.and adjusted by the National Geodetic Survey in February 2007.
 EW9201
 EW9201.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW9201.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW9201.The horizontal coordinates are valid at the epoch date displayed above.
 EW9201.The epoch date for horizontal control is a decimal equivalence
 EW9201.of Year/Month/Day.
 EW9201
 EW9201.The orthometric height was determined by differential leveling
 EW9201.and adjusted in June 1995.
 EW9201.WARNING-Repeat measurements at this control monument indicate possible
 EW9201.vertical movement.
 EW9201
 EW9201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW9201
 EW9201.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW9201
 EW9201.The ellipsoidal height was determined by GPS observations
 EW9201.and is referenced to NAD 83.
 EW9201
 EW9201.The geoid height was determined by GEOID03.
 EW9201
 EW9201.The dynamic height is computed by dividing the NAVD 88
 EW9201.geopotential number by the normal gravity value computed on the
 EW9201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9201.degrees latitude (g = 980.6199 gals.).
 EW9201
 EW9201.The modeled gravity was interpolated from observed gravity values.
 EW9201.The observed gravity was obtained from relative gravimeter ties
 EW9201.to the IGSN71 gravity network.
 EW9201
 EW9201;                    North         East     Units Scale Factor Converg.
 EW9201;SPC CA 5     -   623,896.880 1,932,358.763   MT  0.99992494   -0 25 13.6
 EW9201;SPC CA 5     - 2,046,901.68  6,339,747.04   sFT  0.99992494   -0 25 13.6
 EW9201;UTM  11      - 3,831,689.620   340,694.087   MT  0.99991281   -0 59 14.1
 EW9201
 EW9201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW9201!SPC CA 5     -   0.99990184  x   0.99992494  =   0.99982679
 EW9201!UTM  11      -   0.99990184  x   0.99991281  =   0.99981466
 EW9201
 EW9201                          SUPERSEDED SURVEY CONTROL
 EW9201
 EW9201  NAD 83(1994)-  34 36 52.94448(N)    118 44 15.29671(W) AD(1995.00) 1
 EW9201  ELLIP H (11/30/95)  625.383  (m)                       GP(1995.00) 4 2
 EW9201  NAVD 88 (06/15/91)  658.021  (m)         2158.86   (f) UNKNOWN     1 1
 EW9201  NGVD 29 (??/??/92)  657.200  (m)         2156.16   (f) ADJ UNCH    1 1
 EW9201
 EW9201.Superseded values are not recommended for survey control.
 EW9201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9201.See file dsdata.txt to determine how the superseded data were derived.
 EW9201
 EW9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU4069431690(NAD 83)
 EW9201_MARKER: DD = SURVEY DISK
 EW9201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9201_SP_SET: CULVERT HEADWALL
 EW9201_STAMPING: BM 213-120 1974 7078
 EW9201_MARK LOGO: CA-037
 EW9201_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9201+STABILITY: SURFACE MOTION
 EW9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9201+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9201
 EW9201  HISTORY     - Date     Condition        Report By
 EW9201  HISTORY     - 1974     MONUMENTED       CA-037
 EW9201  HISTORY     - 1974     GOOD             CA-037
 EW9201  HISTORY     - 1978     GOOD             NGS
 EW9201  HISTORY     - 1983     GOOD             USGS
 EW9201  HISTORY     - 1984     GOOD             NGS
 EW9201  HISTORY     - 1985     GOOD             NGS
 EW9201  HISTORY     - 1986     GOOD             NGS
 EW9201  HISTORY     - 1987     GOOD             NGS
 EW9201  HISTORY     - 19940720 GOOD             NGS
 EW9201
 EW9201                          STATION DESCRIPTION
 EW9201
 EW9201'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9201'1.65 MI N FROM CASTAIC.
 EW9201'NORTHERLY OF TEMPLIN HIGHWAY ON THE GOLDEN STATE HIGHWAY (OLD HIGHWAY
 EW9201'99) 4.75 MILES.  50 FEET SOUTH OF THE CENTER OF THE GOLDEN STATE
 EW9201'HIGHWAY.  13.0 FEET SOUTH OF THE SOUTH MACADAM CURB.  11.5 FEET
 EW9201'SOUTHEAST OF A CULVERT MARKER SIGN H-252+58.  IN THE TOP OF A CONCRETE
 EW9201'CULVERT HEADWALL, 1 FOOT WEST OF THE EAST END.  5 FEET LOWER THAN THE
 EW9201'ROAD.
 EW9201
 EW9201                          STATION RECOVERY (1978)
 EW9201
 EW9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9201'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 4.7 MILES NORTH ALONG OLD
 EW9201'99 (GOLDEN STATE HIGHWAY), 1.0 FT. WEST OF EAST END CONCRETE HEADWALL
 EW9201'CULVERT NUMBER H 252+58, 36 FT. SOUTH CENTER LINE SOUTH BOUND LANES.
 EW9201
 EW9201                          STATION RECOVERY (1983)
 EW9201
 EW9201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9201'RECOVERED IN GOOD CONDITION.
 EW9201
 EW9201                          STATION RECOVERY (1984)
 EW9201
 EW9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9201'RECOVERED IN GOOD CONDITION.
 EW9201
 EW9201                          STATION RECOVERY (1985)
 EW9201
 EW9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9201'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-120
 EW9201'1974 7078.
 EW9201
 EW9201                          STATION RECOVERY (1986)
 EW9201
 EW9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9201'RECOVERED IN GOOD CONDITION.
 EW9201
 EW9201                          STATION RECOVERY (1987)
 EW9201
 EW9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9201'RECOVERED IN GOOD CONDITION.
 EW9201
 EW9201                          STATION RECOVERY (1994)
 EW9201
 EW9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9201'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9201'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9201'ALONG TEMPLIN HIGHWAY, THENCE 7.8 KM (4.85 MI) NORTHERLY ALONG GOLDEN
 EW9201'STATE HIGHWAY, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF
 EW9201'THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 15.5 M
 EW9201'(50.9 FT) SOUTH OF THE HIGHWAY CENTER, 3.5 M (11.5 FT) SOUTHEAST OF A
 EW9201'REFLECTOR POST, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.1
 EW9201'M (0.3 FT) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9202 ***********************************************************************
 EW9202  DESIGNATION -  213 121
 EW9202  PID         -  EW9202
 EW9202  STATE/COUNTY-  CA/LOS ANGELES
 EW9202  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9202
 EW9202                         *CURRENT SURVEY CONTROL
 EW9202  ___________________________________________________________________
 EW9202* NAD 83(1986)-  34 36 48.     (N)    118 43 41.     (W)     SCALED    
 EW9202* NAVD 88     -       706.215  (meters)    2316.97   (feet)  ADJUSTED  
 EW9202  ___________________________________________________________________
 EW9202  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 EW9202  DYNAMIC HT  -         705.404 (meters)    2314.31  (feet)  COMP
 EW9202  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 EW9202
 EW9202  VERT ORDER  -  FIRST     CLASS I
 EW9202
 EW9202.The horizontal coordinates were scaled from a topographic map and have
 EW9202.an estimated accuracy of +/- 6 seconds.
 EW9202
 EW9202.The orthometric height was determined by differential leveling
 EW9202.and adjusted in June 1995.
 EW9202.WARNING-Repeat measurements at this control monument indicate possible
 EW9202.vertical movement.
 EW9202
 EW9202.The geoid height was determined by GEOID03.
 EW9202
 EW9202.The dynamic height is computed by dividing the NAVD 88
 EW9202.geopotential number by the normal gravity value computed on the
 EW9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9202.degrees latitude (g = 980.6199 gals.).
 EW9202
 EW9202.The modeled gravity was interpolated from observed gravity values.
 EW9202
 EW9202;                    North         East    Units  Estimated Accuracy
 EW9202;SPC CA 5     -   623,740.    1,933,230.      MT  (+/- 180 meters Scaled)
 EW9202
 EW9202                          SUPERSEDED SURVEY CONTROL
 EW9202
 EW9202  NAVD 88 (06/15/91)  706.211  (m)         2316.96   (f) UNKNOWN     1 1
 EW9202  NGVD 29 (??/??/92)  705.364  (m)         2314.18   (f) ADJ UNCH    1 1
 EW9202
 EW9202.Superseded values are not recommended for survey control.
 EW9202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9202.See file dsdata.txt to determine how the superseded data were derived.
 EW9202
 EW9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU415315(NAD 83)
 EW9202_MARKER: DD = SURVEY DISK
 EW9202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9202_SP_SET: CULVERT WINGWALL
 EW9202_STAMPING: BM 213-121 1974 7078
 EW9202_MARK LOGO: CA-037
 EW9202_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9202+STABILITY: SURFACE MOTION
 EW9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9202+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9202
 EW9202  HISTORY     - Date     Condition        Report By
 EW9202  HISTORY     - 1974     MONUMENTED       CA-037
 EW9202  HISTORY     - 1978     GOOD             NGS
 EW9202  HISTORY     - 1983     GOOD             USGS
 EW9202  HISTORY     - 1984     GOOD             NGS
 EW9202  HISTORY     - 1985     GOOD             NGS
 EW9202  HISTORY     - 1986     GOOD             NGS
 EW9202  HISTORY     - 1987     GOOD             NGS
 EW9202  HISTORY     - 19940720 GOOD             NGS
 EW9202
 EW9202                          STATION DESCRIPTION
 EW9202
 EW9202'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9202'1.2 MI N FROM CASTAIC.
 EW9202'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9202'4.20 MILES ON THE GOLDEN STATE HIGHWAY FROM THE TEMPLIN HIGHWAY.  41
 EW9202'FEET SOUTH OF THE CENTER OF THE GOLDEN STATE HIGHWAY.  3.0 FEET
 EW9202'SOUTHEAST OF A CULVERT SIGN H-223+30, AND 1.0 FOOT NORTH OF THE SOUTH
 EW9202'END OF THE CONCRETE HEADWALL, AT APPROXIMATE LEVEL WITH THE HIGHWAY.
 EW9202
 EW9202                          STATION RECOVERY (1978)
 EW9202
 EW9202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9202'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 4.5 MILES NORTH ALONG OLD
 EW9202'99 (GOLDEN STATE HIGHWAY), IN TOP THE SOUTH END OF CONCRETE WINGWALL
 EW9202'OF CULVERT NUMBER H223+30, 24 FT. SOUTH CENTER LINE SOUTH BOUND LANES.
 EW9202
 EW9202                          STATION RECOVERY (1983)
 EW9202
 EW9202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9202'RECOVERED IN GOOD CONDITION.
 EW9202
 EW9202                          STATION RECOVERY (1984)
 EW9202
 EW9202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9202'RECOVERED IN GOOD CONDITION.
 EW9202
 EW9202                          STATION RECOVERY (1985)
 EW9202
 EW9202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9202'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-121
 EW9202'1974 7078.
 EW9202
 EW9202                          STATION RECOVERY (1986)
 EW9202
 EW9202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9202'RECOVERED IN GOOD CONDITION.
 EW9202
 EW9202                          STATION RECOVERY (1987)
 EW9202
 EW9202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9202'RECOVERED IN GOOD CONDITION.
 EW9202
 EW9202                          STATION RECOVERY (1994)
 EW9202
 EW9202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9202'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9202'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9202'ALONG TEMPLIN HIGHWAY, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG GOLDEN
 EW9202'STATE HIGHWAY, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF
 EW9202'THE SOUTHWEST CONCRETE WINGWALL OF A CULVERT UNDER THE HIGHWAY, 6.0 M
 EW9202'(19.7 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW9202'HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9203 ***********************************************************************
 EW9203  DESIGNATION -  213 122
 EW9203  PID         -  EW9203
 EW9203  STATE/COUNTY-  CA/LOS ANGELES
 EW9203  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9203
 EW9203                         *CURRENT SURVEY CONTROL
 EW9203  ___________________________________________________________________
 EW9203* NAD 83(1986)-  34 36 38.     (N)    118 43 25.     (W)     SCALED    
 EW9203* NAVD 88     -       739.804  (meters)    2427.17   (feet)  ADJUSTED  
 EW9203  ___________________________________________________________________
 EW9203  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 EW9203  DYNAMIC HT  -         738.956 (meters)    2424.39  (feet)  COMP
 EW9203  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 EW9203
 EW9203  VERT ORDER  -  FIRST     CLASS I
 EW9203
 EW9203.The horizontal coordinates were scaled from a topographic map and have
 EW9203.an estimated accuracy of +/- 6 seconds.
 EW9203
 EW9203.The orthometric height was determined by differential leveling
 EW9203.and adjusted in June 1995.
 EW9203
 EW9203.The geoid height was determined by GEOID03.
 EW9203
 EW9203.The dynamic height is computed by dividing the NAVD 88
 EW9203.geopotential number by the normal gravity value computed on the
 EW9203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9203.degrees latitude (g = 980.6199 gals.).
 EW9203
 EW9203.The modeled gravity was interpolated from observed gravity values.
 EW9203
 EW9203;                    North         East    Units  Estimated Accuracy
 EW9203;SPC CA 5     -   623,430.    1,933,640.      MT  (+/- 180 meters Scaled)
 EW9203
 EW9203                          SUPERSEDED SURVEY CONTROL
 EW9203
 EW9203  NAVD 88 (06/15/91)  739.803  (m)         2427.17   (f) UNKNOWN     1 1
 EW9203  NGVD 29 (??/??/92)  738.956  (m)         2424.39   (f) ADJ UNCH    1 1
 EW9203
 EW9203.Superseded values are not recommended for survey control.
 EW9203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9203.See file dsdata.txt to determine how the superseded data were derived.
 EW9203
 EW9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU419312(NAD 83)
 EW9203_MARKER: DD = SURVEY DISK
 EW9203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9203_SP_SET: CULVERT HEADWALL
 EW9203_STAMPING: BM 213-122 1974 7078
 EW9203_MARK LOGO: CA-037
 EW9203_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9203+STABILITY: SURFACE MOTION
 EW9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9203+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9203
 EW9203  HISTORY     - Date     Condition        Report By
 EW9203  HISTORY     - 1974     MONUMENTED       CA-037
 EW9203  HISTORY     - 1978     GOOD             NGS
 EW9203  HISTORY     - 1983     GOOD             USGS
 EW9203  HISTORY     - 1984     GOOD             NGS
 EW9203  HISTORY     - 1985     GOOD             NGS
 EW9203  HISTORY     - 1986     GOOD             NGS
 EW9203  HISTORY     - 1987     GOOD             NGS
 EW9203  HISTORY     - 19940720 GOOD             NGS
 EW9203
 EW9203                          STATION DESCRIPTION
 EW9203
 EW9203'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9203'0.75 MI N FROM CASTAIC.
 EW9203'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9203'OF TEMPLIN HIGHWAY 3.85 MILES ON GOLDEN STATE HIGHWAY.  38.5 FEET WEST
 EW9203'OF THE APPROXIMATE CENTER OF GOLDEN STATE HIGHWAY.  5.5 FEET SOUTH OF
 EW9203'A CULVERT MARKER SIGN THAT HAS NO NUMBER.  41.5 FEET NORTH OF A
 EW9203'TELEPHONE COMPANY MANHOLE.  1 FOOT NORTH OF THE SOUTH END OF A
 EW9203'CONCRETE HEADWALL.  ABOUT LEVEL WITH THE HIGHWAY.
 EW9203
 EW9203                          STATION RECOVERY (1978)
 EW9203
 EW9203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9203'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 3.8 MILES NORTH ALONG OLD
 EW9203'99 (GOLDEN STATE HIGHWAY), 1.0 FT. NORTH OF SOUTH END HEADWALL CULVERT
 EW9203'NUMBER H 203+23, 0.15 MILES NORTH OF ROAD LEADING WEST TO MOBIL OIL
 EW9203'CORPORATION, 24 FT. WEST OF SOUTH BOUND LANES.
 EW9203
 EW9203                          STATION RECOVERY (1983)
 EW9203
 EW9203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9203'RECOVERED IN GOOD CONDITION.
 EW9203
 EW9203                          STATION RECOVERY (1984)
 EW9203
 EW9203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9203'RECOVERED IN GOOD CONDITION.
 EW9203
 EW9203                          STATION RECOVERY (1985)
 EW9203
 EW9203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9203'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-122
 EW9203'1974 7078.  1 FOOT NORTH OF THE SOUTH END OF A CONCRETE HEADWALL.
 EW9203
 EW9203                          STATION RECOVERY (1986)
 EW9203
 EW9203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9203'RECOVERED IN GOOD CONDITION.
 EW9203
 EW9203                          STATION RECOVERY (1987)
 EW9203
 EW9203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9203'RECOVERED IN GOOD CONDITION.
 EW9203
 EW9203                          STATION RECOVERY (1994)
 EW9203
 EW9203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9203'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9203'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9203'ALONG TEMPLIN HIGHWAY, THENCE 6.3 KM (3.90 MI) NORTHERLY ALONG GOLDEN
 EW9203'STATE HIGHWAY, IN TOP AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 EW9203'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 150.0 M (492.1
 EW9203'FT) NORTH OF THE CENTER OF DAIN CREST KENNEL ROAD, 6.0 M (19.7 FT)
 EW9203'WEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 EW9203'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9204 ***********************************************************************
 EW9204  DESIGNATION -  213 123
 EW9204  PID         -  EW9204
 EW9204  STATE/COUNTY-  CA/LOS ANGELES
 EW9204  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9204
 EW9204                         *CURRENT SURVEY CONTROL
 EW9204  ___________________________________________________________________
 EW9204* NAD 83(1986)-  34 36 22.     (N)    118 43 25.     (W)     SCALED    
 EW9204* NAVD 88     -       764.368  (meters)    2507.76   (feet)  ADJUSTED  
 EW9204  ___________________________________________________________________
 EW9204  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EW9204  DYNAMIC HT  -         763.489 (meters)    2504.88  (feet)  COMP
 EW9204  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 EW9204
 EW9204  VERT ORDER  -  FIRST     CLASS I
 EW9204
 EW9204.The horizontal coordinates were scaled from a topographic map and have
 EW9204.an estimated accuracy of +/- 6 seconds.
 EW9204
 EW9204.The orthometric height was determined by differential leveling
 EW9204.and adjusted in June 1995.
 EW9204.WARNING-Repeat measurements at this control monument indicate possible
 EW9204.vertical movement.
 EW9204
 EW9204.The geoid height was determined by GEOID03.
 EW9204
 EW9204.The dynamic height is computed by dividing the NAVD 88
 EW9204.geopotential number by the normal gravity value computed on the
 EW9204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9204.degrees latitude (g = 980.6199 gals.).
 EW9204
 EW9204.The modeled gravity was interpolated from observed gravity values.
 EW9204
 EW9204;                    North         East    Units  Estimated Accuracy
 EW9204;SPC CA 5     -   622,930.    1,933,630.      MT  (+/- 180 meters Scaled)
 EW9204
 EW9204                          SUPERSEDED SURVEY CONTROL
 EW9204
 EW9204  NAVD 88 (06/15/91)  764.356  (m)         2507.72   (f) UNKNOWN     1 1
 EW9204  NGVD 29 (??/??/92)  763.546  (m)         2505.07   (f) ADJ UNCH    1 1
 EW9204
 EW9204.Superseded values are not recommended for survey control.
 EW9204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9204.See file dsdata.txt to determine how the superseded data were derived.
 EW9204
 EW9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU419307(NAD 83)
 EW9204_MARKER: DD = SURVEY DISK
 EW9204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9204_SP_SET: CULVERT HEADWALL
 EW9204_STAMPING: BM 213-123 1974 7078
 EW9204_MARK LOGO: CA-037
 EW9204_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9204+STABILITY: SURFACE MOTION
 EW9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9204+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9204
 EW9204  HISTORY     - Date     Condition        Report By
 EW9204  HISTORY     - 1974     MONUMENTED       CA-037
 EW9204  HISTORY     - 1978     GOOD             NGS
 EW9204  HISTORY     - 1983     GOOD             USGS
 EW9204  HISTORY     - 1984     GOOD             NGS
 EW9204  HISTORY     - 1985     GOOD             NGS
 EW9204  HISTORY     - 1986     GOOD             NGS
 EW9204  HISTORY     - 1987     GOOD             NGS
 EW9204  HISTORY     - 19940720 GOOD             NGS
 EW9204
 EW9204                          STATION DESCRIPTION
 EW9204
 EW9204'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9204'0.25 MI N FROM CASTAIC.
 EW9204'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9204'OF TEMPLIN HIGHWAY 3.35 MILES ON GOLDEN STATE HIGHWAY.  47.0 FEET WEST
 EW9204'OF THE APPROXIMATE CENTER OF THE GOLDEN STATE HIGHWAY.  11.0 WEST OF
 EW9204'THE WEST MACADAM CURB.  8.5 FEET SOUTHWEST OF A CULVERT SIGN H 190+10.
 EW9204'1.0 FOOT NORTH OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL. ABOUT
 EW9204'4 FEET BELOW THE LEVEL OF THE EDGE OF THE HIGHWAY.
 EW9204
 EW9204                          STATION RECOVERY (1978)
 EW9204
 EW9204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9204'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 3.5 MILES NORTH ALONG OLD
 EW9204'99 (GOLDEN STATE HIGHWAY), 0.15 MILES SOUTH OF ROAD LEADING WEST TO
 EW9204'MOBIL OIL CORPORATION, 1.0 FT. NORTH OF SOUTH END CONCRETE HEADWALL
 EW9204'CULVERT NUMMER H 190+10, 33 FT. WEST CENTERLINE SOUTH BOUND LANES.
 EW9204
 EW9204                          STATION RECOVERY (1983)
 EW9204
 EW9204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9204'RECOVERED IN GOOD CONDITION.
 EW9204
 EW9204                          STATION RECOVERY (1984)
 EW9204
 EW9204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9204'RECOVERED IN GOOD CONDITION.
 EW9204
 EW9204                          STATION RECOVERY (1985)
 EW9204
 EW9204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9204'RECOVERED IN GOOD CONDITION.  NOTE--RE IS NOT IN THE STAMPING.
 EW9204
 EW9204                          STATION RECOVERY (1986)
 EW9204
 EW9204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9204'RECOVERED IN GOOD CONDITION.
 EW9204
 EW9204                          STATION RECOVERY (1987)
 EW9204
 EW9204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9204'RECOVERED IN GOOD CONDITION.
 EW9204
 EW9204                          STATION RECOVERY (1994)
 EW9204
 EW9204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9204'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9204'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9204'ALONG TEMPLIN HIGHWAY, THENCE 5.9 KM (3.65 MI) NORTHERLY ALONG GOLDEN
 EW9204'STATE HIGHWAY, IN TOP AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 EW9204'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 14.4 M (47.2
 EW9204'FT) WEST OF THE CENTER OF THE HIGHWAY, AND 1.2 M (3.9 FT) BELOW THE
 EW9204'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9205 ***********************************************************************
 EW9205  DESIGNATION -  213 124
 EW9205  PID         -  EW9205
 EW9205  STATE/COUNTY-  CA/LOS ANGELES
 EW9205  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9205
 EW9205                         *CURRENT SURVEY CONTROL
 EW9205  ___________________________________________________________________
 EW9205* NAD 83(1986)-  34 36 08.     (N)    118 43 14.     (W)     SCALED    
 EW9205* NAVD 88     -       792.264  (meters)    2599.29   (feet)  ADJUSTED  
 EW9205  ___________________________________________________________________
 EW9205  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 EW9205  DYNAMIC HT  -         791.346 (meters)    2596.27  (feet)  COMP
 EW9205  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 EW9205
 EW9205  VERT ORDER  -  FIRST     CLASS I
 EW9205
 EW9205.The horizontal coordinates were scaled from a topographic map and have
 EW9205.an estimated accuracy of +/- 6 seconds.
 EW9205
 EW9205.The orthometric height was determined by differential leveling
 EW9205.and adjusted in June 1995.
 EW9205.WARNING-Repeat measurements at this control monument indicate possible
 EW9205.vertical movement.
 EW9205
 EW9205.The geoid height was determined by GEOID03.
 EW9205
 EW9205.The dynamic height is computed by dividing the NAVD 88
 EW9205.geopotential number by the normal gravity value computed on the
 EW9205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9205.degrees latitude (g = 980.6199 gals.).
 EW9205
 EW9205.The modeled gravity was interpolated from observed gravity values.
 EW9205
 EW9205;                    North         East    Units  Estimated Accuracy
 EW9205;SPC CA 5     -   622,500.    1,933,910.      MT  (+/- 180 meters Scaled)
 EW9205
 EW9205                          SUPERSEDED SURVEY CONTROL
 EW9205
 EW9205  NAVD 88 (06/15/91)  792.261  (m)         2599.28   (f) UNKNOWN     1 1
 EW9205  NGVD 29 (??/??/92)  791.402  (m)         2596.46   (f) ADJ UNCH    1 1
 EW9205
 EW9205.Superseded values are not recommended for survey control.
 EW9205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9205.See file dsdata.txt to determine how the superseded data were derived.
 EW9205
 EW9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU422302(NAD 83)
 EW9205_MARKER: DD = SURVEY DISK
 EW9205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9205_SP_SET: CULVERT HEADWALL
 EW9205_STAMPING: BM 213 124 1974 7078
 EW9205_MARK LOGO: CA-037
 EW9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9205+STABILITY: SURFACE MOTION
 EW9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9205+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9205
 EW9205  HISTORY     - Date     Condition        Report By
 EW9205  HISTORY     - 1974     MONUMENTED       CA-037
 EW9205  HISTORY     - 1974     GOOD             CA-037
 EW9205  HISTORY     - 1978     GOOD             NGS
 EW9205  HISTORY     - 1983     GOOD             USGS
 EW9205  HISTORY     - 1984     GOOD             NGS
 EW9205  HISTORY     - 1985     GOOD             NGS
 EW9205  HISTORY     - 1986     GOOD             NGS
 EW9205  HISTORY     - 1987     GOOD             NGS
 EW9205  HISTORY     - 19940720 GOOD             NGS
 EW9205
 EW9205                          STATION DESCRIPTION
 EW9205
 EW9205'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9205'0.2 MI N FROM CASTAIC.
 EW9205'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9205'OF TEMPLIN HIGHWAY 3.30 MILES ON THE GOLDEN STATE HIGHWAY.  39.0 FEET
 EW9205'SOUTH OF THE APPROXIMATE CENTER OF THE PAVEMENT.  5.0 FEET EAST OF A
 EW9205'CULVERT MARKER SIGN, H 175+00.  1.0 FOOT WEST OF THE EAST END OF A
 EW9205'CONCRETE CULVERT HEADWALL.  AT APPROXIMATE LEVEL OF THE HIGHWAY.
 EW9205
 EW9205                          STATION RECOVERY (1978)
 EW9205
 EW9205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9205'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 3.2 MILES NORTH ALONG OLD
 EW9205'99 (GOLDEN STATE HIGHWAY), 1.0 FT. WEST OF THE EAST END CONCRETE
 EW9205'HEADWALL CULVERT NUMBER H 175+00, 24 FT. SOUTH CENTER LINE SOUTH BOUND
 EW9205'LANES.
 EW9205
 EW9205                          STATION RECOVERY (1983)
 EW9205
 EW9205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9205'RECOVERED IN GOOD CONDITION.
 EW9205
 EW9205                          STATION RECOVERY (1984)
 EW9205
 EW9205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9205'RECOVERED IN GOOD CONDITION.
 EW9205
 EW9205                          STATION RECOVERY (1985)
 EW9205
 EW9205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9205'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-124
 EW9205'1974 7078.
 EW9205
 EW9205                          STATION RECOVERY (1986)
 EW9205
 EW9205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9205'RECOVERED IN GOOD CONDITION.
 EW9205
 EW9205                          STATION RECOVERY (1987)
 EW9205
 EW9205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9205'RECOVERED IN GOOD CONDITION.
 EW9205
 EW9205                          STATION RECOVERY (1994)
 EW9205
 EW9205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9205'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9205'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9205'ALONG TEMPLIN HIGHWAY, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG GOLDEN
 EW9205'STATE HIGHWAY, IN TOP AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST
 EW9205'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 EW9205'7.4 M (24.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 EW9205'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9206 ***********************************************************************
 EW9206  DESIGNATION -  213 125
 EW9206  PID         -  EW9206
 EW9206  STATE/COUNTY-  CA/LOS ANGELES
 EW9206  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9206
 EW9206                         *CURRENT SURVEY CONTROL
 EW9206  ___________________________________________________________________
 EW9206* NAD 83(1986)-  34 35 49.     (N)    118 43 07.     (W)     SCALED    
 EW9206* NAVD 88     -       831.821  (meters)    2729.07   (feet)  ADJUSTED  
 EW9206  ___________________________________________________________________
 EW9206  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 EW9206  DYNAMIC HT  -         830.854 (meters)    2725.89  (feet)  COMP
 EW9206  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 EW9206
 EW9206  VERT ORDER  -  FIRST     CLASS I
 EW9206
 EW9206.The horizontal coordinates were scaled from a topographic map and have
 EW9206.an estimated accuracy of +/- 6 seconds.
 EW9206
 EW9206.The orthometric height was determined by differential leveling
 EW9206.and adjusted in June 1995.
 EW9206.WARNING-Repeat measurements at this control monument indicate possible
 EW9206.vertical movement.
 EW9206
 EW9206.The geoid height was determined by GEOID03.
 EW9206
 EW9206.The dynamic height is computed by dividing the NAVD 88
 EW9206.geopotential number by the normal gravity value computed on the
 EW9206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9206.degrees latitude (g = 980.6199 gals.).
 EW9206
 EW9206.The modeled gravity was interpolated from observed gravity values.
 EW9206
 EW9206;                    North         East    Units  Estimated Accuracy
 EW9206;SPC CA 5     -   621,910.    1,934,090.      MT  (+/- 180 meters Scaled)
 EW9206
 EW9206                          SUPERSEDED SURVEY CONTROL
 EW9206
 EW9206  NAVD 88 (06/15/91)  831.824  (m)         2729.08   (f) UNKNOWN     1 1
 EW9206  NGVD 29 (??/??/92)  830.966  (m)         2726.26   (f) ADJ UNCH    1 1
 EW9206
 EW9206.Superseded values are not recommended for survey control.
 EW9206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9206.See file dsdata.txt to determine how the superseded data were derived.
 EW9206
 EW9206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU424296(NAD 83)
 EW9206_MARKER: DD = SURVEY DISK
 EW9206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9206_SP_SET: HEADWALL
 EW9206_STAMPING: BM 213-125 1974 7078
 EW9206_MARK LOGO: CA-037
 EW9206_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9206+STABILITY: SURFACE MOTION
 EW9206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9206+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9206
 EW9206  HISTORY     - Date     Condition        Report By
 EW9206  HISTORY     - 1974     MONUMENTED       CA-037
 EW9206  HISTORY     - 1974     GOOD             CA-037
 EW9206  HISTORY     - 1978     GOOD             NGS
 EW9206  HISTORY     - 1983     GOOD             USGS
 EW9206  HISTORY     - 1984     GOOD             NGS
 EW9206  HISTORY     - 1985     GOOD             NGS
 EW9206  HISTORY     - 1986     GOOD             NGS
 EW9206  HISTORY     - 1987     GOOD             NGS
 EW9206  HISTORY     - 19940720 GOOD             NGS
 EW9206
 EW9206                          STATION DESCRIPTION
 EW9206
 EW9206'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9206'0.25 MI S FROM CASTAIC.
 EW9206'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9206'OF TEMPLIN HIGHWAY 2.85 MILES ON THE GOLDEN STATE HIGHWAY.  38.5 FEET
 EW9206'WEST OF THE APPROXIMATE CENTERLINE OF THE GOLDEN STATE HIGHWAY.  245
 EW9206'FEET SOUTH OF THE ROAD RUNNING WEST TO THE OAK FLAT CAMPGROUND.  6.0
 EW9206'FEET SOUTH OF A CULVERT MARKER SIGN, H153+00.  1 FOOT NORTH OF THE
 EW9206'SOUTH END OF CONCRETE CULVERT HEADWALL.  AT THE APPROXIMATE LEVEL OF
 EW9206'THE HIGHWAY.
 EW9206
 EW9206                          STATION RECOVERY (1978)
 EW9206
 EW9206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9206'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 2.85 MILES NORTH ALONG OLD
 EW9206'99 (GOLDEN STATE HIGHWAY), 0.05 MILES SOUTH OF THE ENTRANCE TO OAK
 EW9206'FLAT CAMPGROUND, 21 FT. WEST OF THE CENTER LINE SOUTH BOUND LANES, IN
 EW9206'TOP THE SOUTH END OF HEADWALL CULVERT NUMBER H 153+00.
 EW9206
 EW9206                          STATION RECOVERY (1983)
 EW9206
 EW9206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9206'RECOVERED IN GOOD CONDITION.
 EW9206
 EW9206                          STATION RECOVERY (1984)
 EW9206
 EW9206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9206'RECOVERED IN GOOD CONDITION.
 EW9206
 EW9206                          STATION RECOVERY (1985)
 EW9206
 EW9206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9206'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-125
 EW9206'1974 7078.
 EW9206
 EW9206                          STATION RECOVERY (1986)
 EW9206
 EW9206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9206'RECOVERED IN GOOD CONDITION.
 EW9206
 EW9206                          STATION RECOVERY (1987)
 EW9206
 EW9206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9206'RECOVERED IN GOOD CONDITION.
 EW9206
 EW9206                          STATION RECOVERY (1994)
 EW9206
 EW9206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9206'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9206'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9206'ALONG TEMPLIN HIGHWAY, THENCE 4.8 KM (3.00 MI) NORTHERLY ALONG GOLDEN
 EW9206'STATE HIGHWAY, IN TOP AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 EW9206'WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 75.0 M (246.1 FT) SOUTH
 EW9206'OF THE CENTER OF THE ROAD LEADING TO OAK FLAT STATION ROAD, 10.2 M
 EW9206'(33.5 FT) WEST OF THE CENTER OF THE HIGHWAY, AND 0.5 M (1.6 FT) BELOW
 EW9206'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9207 ***********************************************************************
 EW9207  DESIGNATION -  213 126
 EW9207  PID         -  EW9207
 EW9207  STATE/COUNTY-  CA/LOS ANGELES
 EW9207  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9207
 EW9207                         *CURRENT SURVEY CONTROL
 EW9207  ___________________________________________________________________
 EW9207* NAD 83(1986)-  34 35 37.     (N)    118 43 13.     (W)     SCALED    
 EW9207* NAVD 88     -       852.799  (meters)    2797.89   (feet)  ADJUSTED  
 EW9207  ___________________________________________________________________
 EW9207  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EW9207  DYNAMIC HT  -         851.808 (meters)    2794.64  (feet)  COMP
 EW9207  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 EW9207  OBS GRAVITY -     979,444.1   (mgal)                       GRAV_OBS
 EW9207
 EW9207  VERT ORDER  -  FIRST     CLASS I
 EW9207
 EW9207.The horizontal coordinates were scaled from a topographic map and have
 EW9207.an estimated accuracy of +/- 6 seconds.
 EW9207
 EW9207.The orthometric height was determined by differential leveling
 EW9207.and adjusted in June 1995.
 EW9207.WARNING-Repeat measurements at this control monument indicate possible
 EW9207.vertical movement.
 EW9207
 EW9207.The geoid height was determined by GEOID03.
 EW9207
 EW9207.The dynamic height is computed by dividing the NAVD 88
 EW9207.geopotential number by the normal gravity value computed on the
 EW9207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9207.degrees latitude (g = 980.6199 gals.).
 EW9207
 EW9207.The modeled gravity was interpolated from observed gravity values.
 EW9207.The observed gravity was obtained from relative gravimeter ties
 EW9207.to the IGSN71 gravity network.
 EW9207
 EW9207;                    North         East    Units  Estimated Accuracy
 EW9207;SPC CA 5     -   621,550.    1,933,930.      MT  (+/- 180 meters Scaled)
 EW9207
 EW9207                          SUPERSEDED SURVEY CONTROL
 EW9207
 EW9207  NAVD 88 (06/15/91)  852.794  (m)         2797.88   (f) UNKNOWN     1 1
 EW9207  NGVD 29 (??/??/92)  851.966  (m)         2795.16   (f) ADJ UNCH    1 1
 EW9207
 EW9207.Superseded values are not recommended for survey control.
 EW9207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9207.See file dsdata.txt to determine how the superseded data were derived.
 EW9207
 EW9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU422293(NAD 83)
 EW9207_MARKER: DD = SURVEY DISK
 EW9207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW9207_SP_SET: IRON PIPE
 EW9207_MARK LOGO: CADT  
 EW9207_MAGNETIC: P = MARKER IS A STEEL PIPE
 EW9207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9207+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9207
 EW9207  HISTORY     - Date     Condition        Report By
 EW9207  HISTORY     - UNK      MONUMENTED       CADT
 EW9207  HISTORY     - 1974     GOOD             CA-037
 EW9207  HISTORY     - 1978     GOOD             NGS
 EW9207  HISTORY     - 1983     GOOD             USGS
 EW9207  HISTORY     - 1984     GOOD             NGS
 EW9207  HISTORY     - 1985     GOOD             NGS
 EW9207  HISTORY     - 1986     GOOD             NGS
 EW9207  HISTORY     - 1987     GOOD             NGS
 EW9207  HISTORY     - 19940720 GOOD             NGS
 EW9207
 EW9207                          STATION DESCRIPTION
 EW9207
 EW9207'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9207'0.45 MI S FROM CASTAIC.
 EW9207'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9207'OF TEMPLIN HIGHWAY 2.65 MILES ON THE GOLDEN STATE HIGHWAY.  57.0 FEET
 EW9207'WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.  19.0 FEET WEST OF
 EW9207'THE WEST MACADAM CURB.  22 FEET NORTHWEST OF A HIGHWAY REFLECTOR SIGN.
 EW9207'169 FEET SOUTHWEST OF A TELEPHONE COMPANY MANHOLE.  1 FOOT EAST OF A
 EW9207'WITNESS POST.  2 FEET LOWER THAN THE HIGHWAY.  SET FLUSH ON THE SIDE
 EW9207'HILL.
 EW9207
 EW9207                          STATION RECOVERY (1978)
 EW9207
 EW9207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9207'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 2.65 MILES NORTH ALONG OLD
 EW9207'99 (GOLDEN STATE HIGHWAY), 0.3 MILES SOUTH OF THE ENTRANCE OAK FLAT
 EW9207'CAMP GROUND ON THE OUTSIDE OF AND AT THE NORTH END OF LONG CURVE, 0.1
 EW9207'MILES SOUTH OF CUTBANK, 42 FT. WEST CENTER LINE SOUTH BOUND LANES.
 EW9207
 EW9207                          STATION RECOVERY (1983)
 EW9207
 EW9207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9207'RECOVERED IN GOOD CONDITION.
 EW9207
 EW9207                          STATION RECOVERY (1984)
 EW9207
 EW9207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9207'RECOVERED IN GOOD CONDITION.
 EW9207
 EW9207                          STATION RECOVERY (1985)
 EW9207
 EW9207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9207'RECOVERED IN GOOD CONDITION.  NO STAMPING.
 EW9207
 EW9207                          STATION RECOVERY (1986)
 EW9207
 EW9207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9207'RECOVERED IN GOOD CONDITION.
 EW9207
 EW9207                          STATION RECOVERY (1987)
 EW9207
 EW9207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9207'RECOVERED IN GOOD CONDITION.
 EW9207
 EW9207                          STATION RECOVERY (1994)
 EW9207
 EW9207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9207'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9207'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9207'ALONG TEMPLIN HIGHWAY, THENCE 4.4 KM (2.75 MI) NORTHERLY ALONG GOLDEN
 EW9207'STATE HIGHWAY, 0.4 KM (0.25 MI) SOUTH OF THE CENTER OF OAK FLAT
 EW9207'STATION ROAD, 51.8 M (169.9 FT) SOUTHWEST OF THE CENTER OF A MANHOLE,
 EW9207'17.4 M (57.1 FT) WEST OF THE CENTER OF THE HIGHWAY, 5.9 M (19.4 FT)
 EW9207'WEST OF THE WEST EDGE OF THE PAVEMENT, 0.5 M (1.6 FT) BELOW THE LEVEL
 EW9207'OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--THE
 EW9207'DISK IS ATTACHED TO A 2-INCH PIPE, 0.9 METER LONG, AND IS 0.1 M (0.3
 EW9207'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9208 ***********************************************************************
 EW9208  DESIGNATION -  213 127
 EW9208  PID         -  EW9208
 EW9208  STATE/COUNTY-  CA/LOS ANGELES
 EW9208  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9208
 EW9208                         *CURRENT SURVEY CONTROL
 EW9208  ___________________________________________________________________
 EW9208* NAD 83(1986)-  34 35 21.     (N)    118 43 03.     (W)     SCALED    
 EW9208* NAVD 88     -       884.488  (meters)    2901.86   (feet)  ADJUSTED  
 EW9208  ___________________________________________________________________
 EW9208  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EW9208  DYNAMIC HT  -         883.452 (meters)    2898.46  (feet)  COMP
 EW9208  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 EW9208
 EW9208  VERT ORDER  -  FIRST     CLASS I
 EW9208
 EW9208.The horizontal coordinates were scaled from a topographic map and have
 EW9208.an estimated accuracy of +/- 6 seconds.
 EW9208
 EW9208.The orthometric height was determined by differential leveling
 EW9208.and adjusted in June 1995.
 EW9208.WARNING-Repeat measurements at this control monument indicate possible
 EW9208.vertical movement.
 EW9208
 EW9208.The geoid height was determined by GEOID03.
 EW9208
 EW9208.The dynamic height is computed by dividing the NAVD 88
 EW9208.geopotential number by the normal gravity value computed on the
 EW9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9208.degrees latitude (g = 980.6199 gals.).
 EW9208
 EW9208.The modeled gravity was interpolated from observed gravity values.
 EW9208
 EW9208;                    North         East    Units  Estimated Accuracy
 EW9208;SPC CA 5     -   621,050.    1,934,180.      MT  (+/- 180 meters Scaled)
 EW9208
 EW9208                          SUPERSEDED SURVEY CONTROL
 EW9208
 EW9208  NAVD 88 (06/15/91)  884.491  (m)         2901.87   (f) UNKNOWN     1 1
 EW9208  NGVD 29 (??/??/92)  883.632  (m)         2899.05   (f) ADJ UNCH    1 1
 EW9208
 EW9208.Superseded values are not recommended for survey control.
 EW9208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9208.See file dsdata.txt to determine how the superseded data were derived.
 EW9208
 EW9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU424288(NAD 83)
 EW9208_MARKER: DD = SURVEY DISK
 EW9208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9208_SP_SET: CULVERT HEADWALL
 EW9208_STAMPING: BM 213-127 1974 7078
 EW9208_MARK LOGO: CA-037
 EW9208_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9208+STABILITY: SURFACE MOTION
 EW9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9208+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9208
 EW9208  HISTORY     - Date     Condition        Report By
 EW9208  HISTORY     - 1974     MONUMENTED       CA-037
 EW9208  HISTORY     - 1974     GOOD             CA-037
 EW9208  HISTORY     - 1978     GOOD             NGS
 EW9208  HISTORY     - 1983     GOOD             USGS
 EW9208  HISTORY     - 1984     GOOD             NGS
 EW9208  HISTORY     - 1985     GOOD             NGS
 EW9208  HISTORY     - 1986     GOOD             NGS
 EW9208  HISTORY     - 1987     GOOD             NGS
 EW9208  HISTORY     - 19940720 GOOD             NGS
 EW9208
 EW9208                          STATION DESCRIPTION
 EW9208
 EW9208'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9208'0.8 MI S FROM CASTAIC.
 EW9208'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9208'OF TEMPLIN HIGHWAY 2.30 MILES ON THE GOLDEN STATE HIGHWAY.  39.0 FEET
 EW9208'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.  5.0 FEET
 EW9208'SOUTHEAST OF A CULVERT MARKER SIGN H 124+12, 210 FEET NORTHWEST OF A
 EW9208'TELEPHONE COMPANY MANHOLE.  1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF
 EW9208'A CONCRETE CULVERT HEADWALL, ABOUT HIGHWAY LEVEL.
 EW9208
 EW9208                          STATION RECOVERY (1978)
 EW9208
 EW9208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9208'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 2.3 MILES NORTH ALONG OLD
 EW9208'99 (GOLDEN STATE HIGHWAY), 1.0 FT. NORTHWEST OF SOUTHEAST END CONCRETE
 EW9208'HEADWALL FOR CULVERT NUMBER H124+12, 24 FT. SOUTHWEST OF SOUTH BOUND
 EW9208'LANES.
 EW9208
 EW9208                          STATION RECOVERY (1983)
 EW9208
 EW9208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9208'RECOVERED IN GOOD CONDITION.
 EW9208
 EW9208                          STATION RECOVERY (1984)
 EW9208
 EW9208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9208'RECOVERED IN GOOD CONDITION.
 EW9208
 EW9208                          STATION RECOVERY (1985)
 EW9208
 EW9208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9208'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-127
 EW9208'1974 7078.
 EW9208
 EW9208                          STATION RECOVERY (1986)
 EW9208
 EW9208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9208'RECOVERED IN GOOD CONDITION.
 EW9208
 EW9208                          STATION RECOVERY (1987)
 EW9208
 EW9208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9208'RECOVERED IN GOOD CONDITION.
 EW9208
 EW9208                          STATION RECOVERY (1994)
 EW9208
 EW9208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9208'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9208'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9208'ALONG TEMPLIN HIGHWAY, THENCE 3.9 KM (2.40 MI) NORTHERLY ALONG GOLDEN
 EW9208'STATE HIGHWAY, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST
 EW9208'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 EW9208'17.3 M (56.8 FT) NORTHWEST OF THE SOUTHEAST END OF A LARGE AREA OF
 EW9208'EXPOSED SANDSTONE IN A HIGHWAY CUT, AND 7.3 M (24.0 FT) SOUTHWEST OF
 EW9208'AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9209 ***********************************************************************
 EW9209  DESIGNATION -  213 128
 EW9209  PID         -  EW9209
 EW9209  STATE/COUNTY-  CA/LOS ANGELES
 EW9209  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9209
 EW9209                         *CURRENT SURVEY CONTROL
 EW9209  ___________________________________________________________________
 EW9209* NAD 83(1986)-  34 35 10.     (N)    118 42 51.     (W)     SCALED    
 EW9209* NAVD 88     -       893.322  (meters)    2930.84   (feet)  ADJUSTED  
 EW9209  ___________________________________________________________________
 EW9209  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 EW9209  DYNAMIC HT  -         892.275 (meters)    2927.41  (feet)  COMP
 EW9209  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 EW9209
 EW9209  VERT ORDER  -  FIRST     CLASS I
 EW9209
 EW9209.The horizontal coordinates were scaled from a topographic map and have
 EW9209.an estimated accuracy of +/- 6 seconds.
 EW9209
 EW9209.The orthometric height was determined by differential leveling
 EW9209.and adjusted in June 1995.
 EW9209.WARNING-Repeat measurements at this control monument indicate possible
 EW9209.vertical movement.
 EW9209
 EW9209.The geoid height was determined by GEOID03.
 EW9209
 EW9209.The dynamic height is computed by dividing the NAVD 88
 EW9209.geopotential number by the normal gravity value computed on the
 EW9209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9209.degrees latitude (g = 980.6199 gals.).
 EW9209
 EW9209.The modeled gravity was interpolated from observed gravity values.
 EW9209
 EW9209;                    North         East    Units  Estimated Accuracy
 EW9209;SPC CA 5     -   620,710.    1,934,480.      MT  (+/- 180 meters Scaled)
 EW9209
 EW9209                          SUPERSEDED SURVEY CONTROL
 EW9209
 EW9209  NAVD 88 (06/15/91)  893.329  (m)         2930.86   (f) UNKNOWN     1 1
 EW9209  NGVD 29 (??/??/92)  892.475  (m)         2928.06   (f) ADJ UNCH    1 1
 EW9209
 EW9209.Superseded values are not recommended for survey control.
 EW9209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9209.See file dsdata.txt to determine how the superseded data were derived.
 EW9209
 EW9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU427284(NAD 83)
 EW9209_MARKER: DD = SURVEY DISK
 EW9209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9209_SP_SET: CULVERT HEADWALL
 EW9209_STAMPING: BM 213-128 1974 7078
 EW9209_MARK LOGO: CA-037
 EW9209_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9209+STABILITY: SURFACE MOTION
 EW9209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9209+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9209
 EW9209  HISTORY     - Date     Condition        Report By
 EW9209  HISTORY     - 1974     MONUMENTED       CA-037
 EW9209  HISTORY     - 1974     GOOD             CA-037
 EW9209  HISTORY     - 1978     GOOD             NGS
 EW9209  HISTORY     - 1983     GOOD             USGS
 EW9209  HISTORY     - 1984     GOOD             NGS
 EW9209  HISTORY     - 1985     GOOD             NGS
 EW9209  HISTORY     - 1986     GOOD             NGS
 EW9209  HISTORY     - 1987     GOOD             NGS
 EW9209  HISTORY     - 19940720 GOOD             NGS
 EW9209
 EW9209                          STATION DESCRIPTION
 EW9209
 EW9209'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9209'1.15 MI S FROM CASTAIC.
 EW9209'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9209'OF TEMPLIN HIGHWAY 1.95 MILES ON THE GOLDEN STATE HIGHWAY.  46.0 FEET
 EW9209'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY.  13 FEET
 EW9209'NORTHWEST OF A CULVERT MARKER SIGN H 103+44, 25.0 FEET NORTHWEST OF
 EW9209'THE CENTER OF THE PAVED ROAD TO WHITAKER PEAK.  IN THE CENTER OF A
 EW9209'CONCRETE HEADWALL.  2.0 FEET LOWER THAN THE HIGHWAY.
 EW9209
 EW9209                          STATION RECOVERY (1978)
 EW9209
 EW9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9209'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 1.5 MILES NORTH ALONG OLD
 EW9209'99 (GOLDEN STATE HIGHWAY), 0.15 MILES SOUTHEAST OF THE SUMMIT GRADE AT
 EW9209'THE T JUNCTION OF WHITAKER PEAK ROAD NUMBER 6N53, LEADING SOUTHWEST IN
 EW9209'TOP THE CENTER OF HEADWALL CULVERT NUMBER H103+44, 25.0, 33 FT. SOUTH-
 EW9209'WEST THE CENTERLINE SOUTH BOUND LANES, 25 FT. NORTHWEST THE CENTERLINE
 EW9209'WHITAKER PEAK ROAD.
 EW9209
 EW9209                          STATION RECOVERY (1983)
 EW9209
 EW9209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9209'RECOVERED IN GOOD CONDITION.
 EW9209
 EW9209                          STATION RECOVERY (1984)
 EW9209
 EW9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9209'RECOVERED IN GOOD CONDITION.
 EW9209
 EW9209                          STATION RECOVERY (1985)
 EW9209
 EW9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9209'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-128
 EW9209'1974 7078.
 EW9209
 EW9209                          STATION RECOVERY (1986)
 EW9209
 EW9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9209'RECOVERED IN GOOD CONDITION.
 EW9209
 EW9209                          STATION RECOVERY (1987)
 EW9209
 EW9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9209'RECOVERED IN GOOD CONDITION.
 EW9209
 EW9209                          STATION RECOVERY (1994)
 EW9209
 EW9209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9209'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9209'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9209'ALONG TEMPLIN HIGHWAY, THENCE 3.6 KM (2.25 MI) NORTHERLY ALONG GOLDEN
 EW9209'STATE HIGHWAY, NEAR THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF A
 EW9209'CULVERT UNDER THE HIGHWAY, 10.1 M (33.1 FT) SOUTHWEST OF THE
 EW9209'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.7 M (25.3 FT)
 EW9209'NORTHWEST OF THE CENTER OF WHITAKER PEAK ROAD, AND 0.4 M (1.3 FT)
 EW9209'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9210 ***********************************************************************
 EW9210  DESIGNATION -  213 129
 EW9210  PID         -  EW9210
 EW9210  STATE/COUNTY-  CA/LOS ANGELES
 EW9210  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9210
 EW9210                         *CURRENT SURVEY CONTROL
 EW9210  ___________________________________________________________________
 EW9210* NAD 83(1986)-  34 34 57.     (N)    118 42 32.     (W)     SCALED    
 EW9210* NAVD 88     -       860.198  (meters)    2822.17   (feet)  ADJUSTED  
 EW9210  ___________________________________________________________________
 EW9210  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 EW9210  DYNAMIC HT  -         859.196 (meters)    2818.88  (feet)  COMP
 EW9210  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 EW9210
 EW9210  VERT ORDER  -  FIRST     CLASS I
 EW9210
 EW9210.The horizontal coordinates were scaled from a topographic map and have
 EW9210.an estimated accuracy of +/- 6 seconds.
 EW9210
 EW9210.The orthometric height was determined by differential leveling
 EW9210.and adjusted in June 1995.
 EW9210.WARNING-Repeat measurements at this control monument indicate possible
 EW9210.vertical movement.
 EW9210
 EW9210.The geoid height was determined by GEOID03.
 EW9210
 EW9210.The dynamic height is computed by dividing the NAVD 88
 EW9210.geopotential number by the normal gravity value computed on the
 EW9210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9210.degrees latitude (g = 980.6199 gals.).
 EW9210
 EW9210.The modeled gravity was interpolated from observed gravity values.
 EW9210
 EW9210;                    North         East    Units  Estimated Accuracy
 EW9210;SPC CA 5     -   620,310.    1,934,970.      MT  (+/- 180 meters Scaled)
 EW9210
 EW9210                          SUPERSEDED SURVEY CONTROL
 EW9210
 EW9210  NAVD 88 (06/15/91)  860.206  (m)         2822.19   (f) UNKNOWN     1 1
 EW9210  NGVD 29 (??/??/92)  859.355  (m)         2819.40   (f) ADJ UNCH    1 1
 EW9210
 EW9210.Superseded values are not recommended for survey control.
 EW9210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9210.See file dsdata.txt to determine how the superseded data were derived.
 EW9210
 EW9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU432280(NAD 83)
 EW9210_MARKER: DD = SURVEY DISK
 EW9210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9210_SP_SET: CULVERT HEADWALL
 EW9210_STAMPING: BM 213-129 1974 7078
 EW9210_MARK LOGO: CA-037
 EW9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9210+STABILITY: SURFACE MOTION
 EW9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9210+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9210
 EW9210  HISTORY     - Date     Condition        Report By
 EW9210  HISTORY     - 1974     MONUMENTED       CA-037
 EW9210  HISTORY     - 1974     GOOD             CA-037
 EW9210  HISTORY     - 1978     GOOD             NGS
 EW9210  HISTORY     - 1983     GOOD             USGS
 EW9210  HISTORY     - 1984     GOOD             NGS
 EW9210  HISTORY     - 1985     GOOD             NGS
 EW9210  HISTORY     - 1986     GOOD             NGS
 EW9210  HISTORY     - 1987     GOOD             NGS
 EW9210  HISTORY     - 19940720 GOOD             NGS
 EW9210
 EW9210                          STATION DESCRIPTION
 EW9210
 EW9210'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9210'1.55 MI S FROM CASTAIC.
 EW9210'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9210'OF TEMPLIN HIGHWAY 1.55 MILES ON THE GOLDEN STATE HIGHWAY.  39 FEET
 EW9210'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY.  44.0 FEET
 EW9210'NORTHWEST OF A TELEPHONE COMPANY MANHOLE.  1.0 FOOT SOUTHEAST OF THE
 EW9210'NORTHWEST END OF THE CONCRETE HEADWALL, ABOUT HIGHWAY LEVEL.
 EW9210
 EW9210                          STATION RECOVERY (1978)
 EW9210
 EW9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9210'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 1.55 MILE NORTH ALONG OLD
 EW9210'99 (GOLDEN STATE HIGHWAY), 1.0 FT. SOUTHEAST OF NORTHWEST END CONCRETE
 EW9210'HEADWALL NUMBER H-83+90.2, 24 FT. SOUTHWEST CENTER LINE SOUTH BOUND
 EW9210'LANES.
 EW9210
 EW9210                          STATION RECOVERY (1983)
 EW9210
 EW9210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9210'RECOVERED IN GOOD CONDITION.
 EW9210
 EW9210                          STATION RECOVERY (1984)
 EW9210
 EW9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9210'RECOVERED IN GOOD CONDITION.
 EW9210
 EW9210                          STATION RECOVERY (1985)
 EW9210
 EW9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9210'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-129
 EW9210'1974 7078.
 EW9210
 EW9210                          STATION RECOVERY (1986)
 EW9210
 EW9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9210'RECOVERED IN GOOD CONDITION.
 EW9210
 EW9210                          STATION RECOVERY (1987)
 EW9210
 EW9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9210'RECOVERED IN GOOD CONDITION.
 EW9210
 EW9210                          STATION RECOVERY (1994)
 EW9210
 EW9210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9210'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9210'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9210'ALONG TEMPLIN HIGHWAY, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG GOLDEN
 EW9210'STATE HIGHWAY, IN TOP AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 EW9210'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 EW9210'60.0 M (196.8 FT) NORTHWEST OF THE SOUTHEAST END OF A HIGHWAY CUT, AND
 EW9210'7.3 M (24.0 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW9210'SOUTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9211 ***********************************************************************
 EW9211  DESIGNATION -  213 130 LA CO
 EW9211  PID         -  EW9211
 EW9211  STATE/COUNTY-  CA/LOS ANGELES
 EW9211  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9211
 EW9211                         *CURRENT SURVEY CONTROL
 EW9211  ___________________________________________________________________
 EW9211* NAD 83(1986)-  34 34 48.     (N)    118 42 21.     (W)     SCALED    
 EW9211* NAVD 88     -       836.18   (+/-2cm)    2743.4    (feet)  VERTCON   
 EW9211  ___________________________________________________________________
 EW9211  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 EW9211  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9211
 EW9211.The horizontal coordinates were scaled from a topographic map and have
 EW9211.an estimated accuracy of +/- 6 seconds.
 EW9211
 EW9211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9211.The vertical order pertains to the NGVD 29 superseded value.
 EW9211
 EW9211.The geoid height was determined by GEOID03.
 EW9211
 EW9211;                    North         East    Units  Estimated Accuracy
 EW9211;SPC CA 5     -   620,030.    1,935,240.      MT  (+/- 180 meters Scaled)
 EW9211
 EW9211                          SUPERSEDED SURVEY CONTROL
 EW9211
 EW9211  NGVD 29 (??/??/92)  835.34   (m)         2740.6    (f) COMPUTED    1 1
 EW9211
 EW9211.Superseded values are not recommended for survey control.
 EW9211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9211.See file dsdata.txt to determine how the superseded data were derived.
 EW9211
 EW9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU435277(NAD 83)
 EW9211_MARKER: DD = SURVEY DISK
 EW9211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9211_SP_SET: CULVERT
 EW9211_STAMPING: BM 213-130 RE 7078
 EW9211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9211
 EW9211  HISTORY     - Date     Condition        Report By
 EW9211  HISTORY     - UNK      MONUMENTED       CA-037
 EW9211  HISTORY     - 1974     GOOD             CA-037
 EW9211  HISTORY     - 1978     GOOD             NGS
 EW9211
 EW9211                          STATION DESCRIPTION
 EW9211
 EW9211'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9211'1.8 MI S FROM CASTAIC.
 EW9211'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9211'OF TEMPLIN HIGHWAY 1.30 MILES ON THE GOLDEN STATE HIGHWAY.  56.5 FEET
 EW9211'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  20.0 FEET SOUTHWEST OF
 EW9211'THE WESTERLY MACADAM CURB.  19.5 FEET SOUTH OF A CULVERT SIGN H
 EW9211'69+63.74 FEET SOUTHERLY OF A 4 INCH TRIANGULAR CONCRETE POST 4 FEET
 EW9211'TALL, TELEPHONE COMPANY.  SET IN THE SOUTHEAST CORNER OF A CONCRETE
 EW9211'CULVERT HEADWALL, ABOUT HIGHWAY LEVEL.
 EW9211
 EW9211                          STATION RECOVERY (1978)
 EW9211
 EW9211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9211'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 1.3 MILES NORTH ALONG OLD
 EW9211'99 (GOLDEN STATE HIGHWAY), IN TOP THE SOUTH END OF HEADWALL CULVERT
 EW9211'NUMBER H 69+63, 39 FT. WEST THE CENTER LINE SOUTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9212 ***********************************************************************
 EW9212  DESIGNATION -  213 131
 EW9212  PID         -  EW9212
 EW9212  STATE/COUNTY-  CA/LOS ANGELES
 EW9212  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9212
 EW9212                         *CURRENT SURVEY CONTROL
 EW9212  ___________________________________________________________________
 EW9212* NAD 83(1986)-  34 34 33.     (N)    118 42 08.     (W)     SCALED    
 EW9212* NAVD 88     -       806.201  (meters)    2645.01   (feet)  ADJUSTED  
 EW9212  ___________________________________________________________________
 EW9212  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 EW9212  DYNAMIC HT  -         805.270 (meters)    2641.96  (feet)  COMP
 EW9212  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 EW9212
 EW9212  VERT ORDER  -  FIRST     CLASS I
 EW9212
 EW9212.The horizontal coordinates were scaled from a topographic map and have
 EW9212.an estimated accuracy of +/- 6 seconds.
 EW9212
 EW9212.The orthometric height was determined by differential leveling
 EW9212.and adjusted in June 1995.
 EW9212
 EW9212.The geoid height was determined by GEOID03.
 EW9212
 EW9212.The dynamic height is computed by dividing the NAVD 88
 EW9212.geopotential number by the normal gravity value computed on the
 EW9212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9212.degrees latitude (g = 980.6199 gals.).
 EW9212
 EW9212.The modeled gravity was interpolated from observed gravity values.
 EW9212
 EW9212;                    North         East    Units  Estimated Accuracy
 EW9212;SPC CA 5     -   619,560.    1,935,570.      MT  (+/- 180 meters Scaled)
 EW9212
 EW9212                          SUPERSEDED SURVEY CONTROL
 EW9212
 EW9212  NAVD 88 (06/15/91)  806.205  (m)         2645.02   (f) UNKNOWN     1 1
 EW9212  NGVD 29 (??/??/92)  805.358  (m)         2642.25   (f) ADJ UNCH    1 1
 EW9212
 EW9212.Superseded values are not recommended for survey control.
 EW9212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9212.See file dsdata.txt to determine how the superseded data were derived.
 EW9212
 EW9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU438273(NAD 83)
 EW9212_MARKER: DD = SURVEY DISK
 EW9212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9212_SP_SET: CULVERT HEADWALL
 EW9212_STAMPING: BM 213-131 1974 7078
 EW9212_MARK LOGO: CA-037
 EW9212_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9212+STABILITY: SURFACE MOTION
 EW9212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9212+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9212
 EW9212  HISTORY     - Date     Condition        Report By
 EW9212  HISTORY     - 1974     MONUMENTED       CA-037
 EW9212  HISTORY     - 1978     GOOD             NGS
 EW9212  HISTORY     - 1983     GOOD             USGS
 EW9212  HISTORY     - 1984     GOOD             NGS
 EW9212  HISTORY     - 1985     GOOD             NGS
 EW9212  HISTORY     - 1986     GOOD             NGS
 EW9212  HISTORY     - 1987     GOOD             NGS
 EW9212  HISTORY     - 19940720 GOOD             NGS
 EW9212
 EW9212                          STATION DESCRIPTION
 EW9212
 EW9212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9212'7.65 MI NORTH FROM CASTAIC POST OFFICE.
 EW9212'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 0.95 MILES NORTH ALONG OLD
 EW9212'99 (GOLDEN STATE HIGHWAY), 0.8 FT. SOUTH OF NORTH END WEST CONCRETE
 EW9212'HEADWALL CULVERT NUMBER H-51+09, 24 FT. WEST CENTER LINE SOUTH BOUND
 EW9212'LANES.
 EW9212
 EW9212                          STATION RECOVERY (1983)
 EW9212
 EW9212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9212'RECOVERED IN GOOD CONDITION.
 EW9212
 EW9212                          STATION RECOVERY (1984)
 EW9212
 EW9212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9212'RECOVERED IN GOOD CONDITION.
 EW9212
 EW9212                          STATION RECOVERY (1985)
 EW9212
 EW9212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9212'RECOVERED IN GOOD CONDITION.
 EW9212
 EW9212                          STATION RECOVERY (1986)
 EW9212
 EW9212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9212'RECOVERED IN GOOD CONDITION.
 EW9212
 EW9212                          STATION RECOVERY (1987)
 EW9212
 EW9212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9212'RECOVERED IN GOOD CONDITION.
 EW9212
 EW9212                          STATION RECOVERY (1994)
 EW9212
 EW9212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9212'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY FROM THE JUNCTION
 EW9212'OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 EW9212'TEMPLIN HIGHWAY, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG GOLDEN STATE
 EW9212'HIGHWAY, NEAR THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 EW9212'A CULVERT UNDER THE HIGHWAY, 7.3 M (24.0 FT) SOUTHWEST OF THE
 EW9212'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 EW9212'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9213 ***********************************************************************
 EW9213  DESIGNATION -  213 132 LA CO
 EW9213  PID         -  EW9213
 EW9213  STATE/COUNTY-  CA/LOS ANGELES
 EW9213  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9213
 EW9213                         *CURRENT SURVEY CONTROL
 EW9213  ___________________________________________________________________
 EW9213* NAD 83(1986)-  34 34 26.     (N)    118 41 55.     (W)     SCALED    
 EW9213* NAVD 88     -       785.941  (meters)    2578.54   (feet)  READJUSTED
 EW9213  ___________________________________________________________________
 EW9213  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EW9213  DYNAMIC HT  -         785.030 (meters)    2575.55  (feet)  COMP
 EW9213  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 EW9213  OBS GRAVITY -     979,455.4   (mgal)                       GRAV_OBS
 EW9213
 EW9213  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9213
 EW9213.The horizontal coordinates were scaled from a topographic map and have
 EW9213.an estimated accuracy of +/- 6 seconds.
 EW9213
 EW9213.The orthometric height was determined by differential leveling
 EW9213.and adjusted in February 1993.
 EW9213.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9213.distribution rate of 0.0 thru 1.0 mm/km.
 EW9213.The height was derived from older observations constrained to new
 EW9213.heights in a crustal motion area.  The height is approximate in
 EW9213.relation to other heights in its vicinity.
 EW9213
 EW9213.The geoid height was determined by GEOID03.
 EW9213
 EW9213.The dynamic height is computed by dividing the NAVD 88
 EW9213.geopotential number by the normal gravity value computed on the
 EW9213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9213.degrees latitude (g = 980.6199 gals.).
 EW9213
 EW9213.The modeled gravity was interpolated from observed gravity values.
 EW9213.The observed gravity was obtained from relative gravimeter ties
 EW9213.to the IGSN71 gravity network.
 EW9213
 EW9213;                    North         East    Units  Estimated Accuracy
 EW9213;SPC CA 5     -   619,340.    1,935,900.      MT  (+/- 180 meters Scaled)
 EW9213
 EW9213                          SUPERSEDED SURVEY CONTROL
 EW9213
 EW9213  NGVD 29 (??/??/92)  785.091  (m)         2575.75   (f) ADJ UNCH    1 1
 EW9213
 EW9213.Superseded values are not recommended for survey control.
 EW9213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9213.See file dsdata.txt to determine how the superseded data were derived.
 EW9213
 EW9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU441271(NAD 83)
 EW9213_MARKER: DD = SURVEY DISK
 EW9213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9213_SP_SET: CULVERT
 EW9213_STAMPING: BM 213-132 BM 7078
 EW9213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9213
 EW9213  HISTORY     - Date     Condition        Report By
 EW9213  HISTORY     - UNK      MONUMENTED       CA-037
 EW9213  HISTORY     - 1974     GOOD             CA-037
 EW9213  HISTORY     - 1978     GOOD             NGS
 EW9213
 EW9213                          STATION DESCRIPTION
 EW9213
 EW9213'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9213'2.4 MI S FROM CASTAIC.
 EW9213'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9213'OF TEMPLIN HIGHWAY 0.70 MILE, ON THE GOLDEN STATE HIGHWAY.  47 FEET
 EW9213'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.  45 FEET
 EW9213'NORTHERLY OF A 36 INCH OAK TREE.  95 FEET SOUTHEAST OF THE SOUTHEAST
 EW9213'CONCRETE LEG BASE OF AN EDISON TOWER, NUMBER 68-4.  1.0 FOOT NORTHWEST
 EW9213'OF THE SOUTHEAST END OF A DOUBLE BOX CONCRETE CULVERT HEADWALL. 4 FEET
 EW9213'BELOW THE EDGE OF THE HIGHWAY.
 EW9213
 EW9213                          STATION RECOVERY (1978)
 EW9213
 EW9213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9213'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 0.7 MILES NORTH ALONG OLD
 EW9213'99 (GOLDEN STATE HIGHWAY), IN TOP THE SOUTHEAST END OF SOUTH CONCRETE
 EW9213'HEADWALL FOR A DOUBLE BOX CULVERT NUMBER H-39+26, 30 FT. SOUTHWEST THE
 EW9213'CENTER LINE SOUTH BOUND LANES, 95 FT. SOUTHEAST OF TOWER LEG NUMBER
 EW9213'68-4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9214 ***********************************************************************
 EW9214  DESIGNATION -  213 133
 EW9214  PID         -  EW9214
 EW9214  STATE/COUNTY-  CA/LOS ANGELES
 EW9214  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9214
 EW9214                         *CURRENT SURVEY CONTROL
 EW9214  ___________________________________________________________________
 EW9214* NAD 83(2007)-  34 34 19.65578(N)    118 41 38.98108(W)     ADJUSTED  
 EW9214* NAVD 88     -       779.495  (meters)    2557.39   (feet)  ADJUSTED  
 EW9214  ___________________________________________________________________
 EW9214  EPOCH DATE  -        2007.00
 EW9214  X           -  -2,524,603.714 (meters)                     COMP
 EW9214  Y           -  -4,612,398.792 (meters)                     COMP
 EW9214  Z           -   3,599,306.652 (meters)                     COMP
 EW9214  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EW9214  ELLIP HEIGHT-         746.512 (meters)          (02/10/07) ADJUSTED
 EW9214  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 EW9214  DYNAMIC HT  -         778.593 (meters)    2554.43  (feet)  COMP
 EW9214
 EW9214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW9214  Type    PID    Designation                      North   East  Ellip
 EW9214  -------------------------------------------------------------------
 EW9214  NETWORK EW9214 213 133                           0.78   1.55   6.76
 EW9214  -------------------------------------------------------------------
 EW9214  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 EW9214
 EW9214  VERT ORDER  -  FIRST     CLASS I
 EW9214
 EW9214.The horizontal coordinates were established by GPS observations
 EW9214.and adjusted by the National Geodetic Survey in February 2007.
 EW9214
 EW9214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW9214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW9214.The horizontal coordinates are valid at the epoch date displayed above.
 EW9214.The epoch date for horizontal control is a decimal equivalence
 EW9214.of Year/Month/Day.
 EW9214
 EW9214.The orthometric height was determined by differential leveling
 EW9214.and adjusted in June 1995.
 EW9214.WARNING-Repeat measurements at this control monument indicate possible
 EW9214.vertical movement.
 EW9214
 EW9214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW9214
 EW9214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW9214
 EW9214.The ellipsoidal height was determined by GPS observations
 EW9214.and is referenced to NAD 83.
 EW9214
 EW9214.The geoid height was determined by GEOID03.
 EW9214
 EW9214.The dynamic height is computed by dividing the NAVD 88
 EW9214.geopotential number by the normal gravity value computed on the
 EW9214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9214.degrees latitude (g = 980.6199 gals.).
 EW9214
 EW9214.The modeled gravity was interpolated from observed gravity values.
 EW9214
 EW9214;                    North         East     Units Scale Factor Converg.
 EW9214;SPC CA 5     -   619,145.121 1,936,308.343   MT  0.99992698   -0 23 44.4
 EW9214;SPC CA 5     - 2,031,311.95  6,352,704.96   sFT  0.99992698   -0 23 44.4
 EW9214;UTM  11      - 3,826,899.154   344,596.426   MT  0.99989767   -0 57 41.5
 EW9214
 EW9214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW9214!SPC CA 5     -   0.99988283  x   0.99992698  =   0.99980982
 EW9214!UTM  11      -   0.99988283  x   0.99989767  =   0.99978051
 EW9214
 EW9214                          SUPERSEDED SURVEY CONTROL
 EW9214
 EW9214  NAD 83(1994)-  34 34 19.64574(N)    118 41 38.96909(W) AD(1995.00) 1
 EW9214  ELLIP H (11/30/95)  746.508  (m)                       GP(1995.00) 4 2
 EW9214  NAVD 88 (06/15/91)  779.515  (m)         2557.46   (f) UNKNOWN     1 1
 EW9214  NGVD 29 (??/??/92)  778.685  (m)         2554.74   (f) ADJ UNCH    1 1
 EW9214
 EW9214.Superseded values are not recommended for survey control.
 EW9214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9214.See file dsdata.txt to determine how the superseded data were derived.
 EW9214
 EW9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU4459626899(NAD 83)
 EW9214_MARKER: DD = SURVEY DISK
 EW9214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9214_SP_SET: CULVERT HEADWALL
 EW9214_STAMPING: BM 213-133 1974 7078
 EW9214_MARK LOGO: CA-037
 EW9214_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9214+STABILITY: SURFACE MOTION
 EW9214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9214+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9214
 EW9214  HISTORY     - Date     Condition        Report By
 EW9214  HISTORY     - 1974     MONUMENTED       CA-037
 EW9214  HISTORY     - 1974     GOOD             CA-037
 EW9214  HISTORY     - 1978     GOOD             NGS
 EW9214  HISTORY     - 1983     GOOD             USGS
 EW9214  HISTORY     - 1984     GOOD             NGS
 EW9214  HISTORY     - 1985     GOOD             NGS
 EW9214  HISTORY     - 1986     GOOD             NGS
 EW9214  HISTORY     - 1987     GOOD             NGS
 EW9214  HISTORY     - 19940720 GOOD             NGS
 EW9214
 EW9214                          STATION DESCRIPTION
 EW9214
 EW9214'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9214'2.7 MI S FROM CASTAIC.
 EW9214'GOLDEN STATE HIGHWAY (OLD HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY
 EW9214'OF TEMPLIN HIGHWAY 0.40 MILE ON THE GOLDEN STATE HIGHWAY.  58.0 FEET
 EW9214'NORTHEAST OF THE APPROXIMATE CENTER OF THE HIGHWAY.  7.5 FEET
 EW9214'NORTHEASTERLY OF A CULVERT MARKER SIGN H 23+73.  1 FOOT SOUTHEAST OF
 EW9214'THE NORTHEAST END OF A CONCRETE CULVERT HEADWALL 1 FOOT LOWER THAN THE
 EW9214'ROAD.
 EW9214
 EW9214                          STATION RECOVERY (1978)
 EW9214
 EW9214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9214'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 0.4 MILES NORTH ALONG OLD
 EW9214'99 (GOLDEN STATE HIGHWAY), IN TOP THE NORTHWEST END OF CONCRETE HEAD-
 EW9214'WALL CULVERT, NUMBER 1-23+73, 27 FT. NORTHEAST CENTER LINE NORTH BOUND
 EW9214'LANES.
 EW9214
 EW9214                          STATION RECOVERY (1983)
 EW9214
 EW9214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9214'RECOVERED IN GOOD CONDITION.
 EW9214
 EW9214                          STATION RECOVERY (1984)
 EW9214
 EW9214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9214'RECOVERED IN GOOD CONDITION.
 EW9214
 EW9214                          STATION RECOVERY (1985)
 EW9214
 EW9214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9214'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-133
 EW9214'1974 7078.
 EW9214
 EW9214                          STATION RECOVERY (1986)
 EW9214
 EW9214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9214'RECOVERED IN GOOD CONDITION.
 EW9214
 EW9214                          STATION RECOVERY (1987)
 EW9214
 EW9214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9214'RECOVERED IN GOOD CONDITION.
 EW9214
 EW9214                          STATION RECOVERY (1994)
 EW9214
 EW9214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9214'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9214'JUNCTION OF PARKER ROAD IN CASTAIC, THENCE 0.2 KM (0.10 MI) WESTERLY
 EW9214'ALONG TEMPLIN HIGHWAY, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG GOLDEN
 EW9214'STATE HIGHWAY, AT A CROSS-OVER BETWEEN LANES, IN TOP AND 0.3 M (1.0
 EW9214'FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
 EW9214'OF CULVERT NUMBER 123+73 UNDER THE HIGHWAY, 8.3 M (27.2 FT) NORTHEAST
 EW9214'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5
 EW9214'FT) NORTH-NORTHEAST OF A SIGN (123+73) , AND 0.4 M (1.3 FT) BELOW THE
 EW9214'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9215 ***********************************************************************
 EW9215  DESIGNATION -  213 134
 EW9215  PID         -  EW9215
 EW9215  STATE/COUNTY-  CA/LOS ANGELES
 EW9215  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9215
 EW9215                         *CURRENT SURVEY CONTROL
 EW9215  ___________________________________________________________________
 EW9215* NAD 83(1986)-  34 34 12.     (N)    118 41 14.     (W)     SCALED    
 EW9215* NAVD 88     -       773.261  (meters)    2536.94   (feet)  ADJUSTED  
 EW9215  ___________________________________________________________________
 EW9215  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EW9215  DYNAMIC HT  -         772.370 (meters)    2534.02  (feet)  COMP
 EW9215  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 EW9215
 EW9215  VERT ORDER  -  FIRST     CLASS I
 EW9215
 EW9215.The horizontal coordinates were scaled from a topographic map and have
 EW9215.an estimated accuracy of +/- 6 seconds.
 EW9215
 EW9215.The orthometric height was determined by differential leveling
 EW9215.and adjusted in June 1995.
 EW9215.WARNING-Repeat measurements at this control monument indicate possible
 EW9215.vertical movement.
 EW9215
 EW9215.The geoid height was determined by GEOID03.
 EW9215
 EW9215.The dynamic height is computed by dividing the NAVD 88
 EW9215.geopotential number by the normal gravity value computed on the
 EW9215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9215.degrees latitude (g = 980.6199 gals.).
 EW9215
 EW9215.The modeled gravity was interpolated from observed gravity values.
 EW9215
 EW9215;                    North         East    Units  Estimated Accuracy
 EW9215;SPC CA 5     -   618,910.    1,936,940.      MT  (+/- 180 meters Scaled)
 EW9215
 EW9215                          SUPERSEDED SURVEY CONTROL
 EW9215
 EW9215  NAVD 88 (06/15/91)  773.268  (m)         2536.96   (f) UNKNOWN     1 1
 EW9215  NGVD 29 (??/??/92)  772.419  (m)         2534.18   (f) ADJ UNCH    1 1
 EW9215
 EW9215.Superseded values are not recommended for survey control.
 EW9215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9215.See file dsdata.txt to determine how the superseded data were derived.
 EW9215
 EW9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU452266(NAD 83)
 EW9215_MARKER: DD = SURVEY DISK
 EW9215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9215_SP_SET: CATCH BASIN
 EW9215_STAMPING: BM 213-134 7078
 EW9215_MARK LOGO: CA-037
 EW9215_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9215+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9215
 EW9215  HISTORY     - Date     Condition        Report By
 EW9215  HISTORY     - 1974     MONUMENTED       CA-037
 EW9215  HISTORY     - 1974     GOOD             CA-037
 EW9215  HISTORY     - 1978     GOOD             NGS
 EW9215  HISTORY     - 1983     GOOD             USGS
 EW9215  HISTORY     - 1984     GOOD             NGS
 EW9215  HISTORY     - 1985     GOOD             NGS
 EW9215  HISTORY     - 1986     GOOD             NGS
 EW9215  HISTORY     - 1987     GOOD             NGS
 EW9215  HISTORY     - 19940720 GOOD             NGS
 EW9215
 EW9215                          STATION DESCRIPTION
 EW9215
 EW9215'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9215'3.1 MI S FROM CASTAIC.
 EW9215'TEMPLIN HIGHWAY AND INTERSTATE HIGHWAY 5 (FREEWAY).  35.0 FEET SOUTH
 EW9215'OF THE APPROXIMATE CENTERLINE OF TEMPLIN HIGHWAY.  74.0 FEET EAST OF
 EW9215'THE EAST EDGE OF THE FREEWAY BRIDGE OVER TEMPLIN HIGHWAY.  SOUTHWEST
 EW9215'CORNER OF A CONCRETE CATCH BASIN.  1.0 FOOT SOUTH OF THE CURB, AND 6.1
 EW9215'FEET NORTHEAST OF THE EAST END OF A 6 FEET CHAIN LINK FENCE, LEVEL
 EW9215'WITH THE TOP OF THE CURB.
 EW9215
 EW9215                          STATION RECOVERY (1978)
 EW9215
 EW9215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9215'6.7 MILES NORTH ALONG INTERSTATE 5, AT THE TEMPLIN HIGHWAY OVERPASS IN
 EW9215'TOP THE WEST CORNER OF CONCRETE CATCH BASIN WHICH IS BETWEEN OVERPASS
 EW9215'AND NORTH BOUND OFF RAMP, 74 FT. EAST OF EAST EDGE OVERPASS, 35 FT.
 EW9215'SOUTH THE CENTER LINE TEMPLIN HIGHWAY, 18 FT. WEST OF WEST CURB OF
 EW9215'NORTH BOUND OFF RAMP.
 EW9215
 EW9215                          STATION RECOVERY (1983)
 EW9215
 EW9215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9215'RECOVERED IN GOOD CONDITION.
 EW9215
 EW9215                          STATION RECOVERY (1984)
 EW9215
 EW9215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9215'RECOVERED IN GOOD CONDITION.
 EW9215
 EW9215                          STATION RECOVERY (1985)
 EW9215
 EW9215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9215'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-134
 EW9215'1974 7078.
 EW9215
 EW9215                          STATION RECOVERY (1986)
 EW9215
 EW9215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9215'RECOVERED IN GOOD CONDITION.
 EW9215
 EW9215                          STATION RECOVERY (1987)
 EW9215
 EW9215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9215'RECOVERED IN GOOD CONDITION.
 EW9215
 EW9215                          STATION RECOVERY (1994)
 EW9215
 EW9215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9215'11.3 KM (7.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 EW9215'JUNCTION OF PARKER ROAD IN CASTAIC, AT THE JUNCTION OF INTERSTATE
 EW9215'HIGHWAY 5 AND TEMPLIN HIGHWAY, NEAR THE WEST END OF A CONCRETE CATCH
 EW9215'BASIN, 30.2 M (99.1 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 EW9215'THE INTERSTATE OVERPASS OF THE HIGHWAY, 10.7 M (35.1 FT) SOUTH OF AND
 EW9215'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) WEST OF THE
 EW9215'CENTER OF THE NORTHBOUND INTERSTATE OFF-RAMP, AND 0.3 M (1.0 FT) SOUTH
 EW9215'OF A CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9216 ***********************************************************************
 EW9216  DESIGNATION -  213 135
 EW9216  PID         -  EW9216
 EW9216  STATE/COUNTY-  CA/LOS ANGELES
 EW9216  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9216
 EW9216                         *CURRENT SURVEY CONTROL
 EW9216  ___________________________________________________________________
 EW9216* NAD 83(1986)-  34 34 11.     (N)    118 40 58.     (W)     SCALED    
 EW9216* NAVD 88     -       802.150  (meters)    2631.72   (feet)  ADJUSTED  
 EW9216  ___________________________________________________________________
 EW9216  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EW9216  DYNAMIC HT  -         801.224 (meters)    2628.68  (feet)  COMP
 EW9216  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 EW9216
 EW9216  VERT ORDER  -  FIRST     CLASS I
 EW9216
 EW9216.The horizontal coordinates were scaled from a topographic map and have
 EW9216.an estimated accuracy of +/- 6 seconds.
 EW9216
 EW9216.The orthometric height was determined by differential leveling
 EW9216.and adjusted in June 1995.
 EW9216.WARNING-Repeat measurements at this control monument indicate possible
 EW9216.vertical movement.
 EW9216
 EW9216.The geoid height was determined by GEOID03.
 EW9216
 EW9216.The dynamic height is computed by dividing the NAVD 88
 EW9216.geopotential number by the normal gravity value computed on the
 EW9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9216.degrees latitude (g = 980.6199 gals.).
 EW9216
 EW9216.The modeled gravity was interpolated from observed gravity values.
 EW9216
 EW9216;                    North         East    Units  Estimated Accuracy
 EW9216;SPC CA 5     -   618,870.    1,937,350.      MT  (+/- 180 meters Scaled)
 EW9216
 EW9216                          SUPERSEDED SURVEY CONTROL
 EW9216
 EW9216  NAVD 88 (06/15/91)  802.131  (m)         2631.66   (f) UNKNOWN     1 1
 EW9216  NGVD 29 (??/??/92)  801.316  (m)         2628.98   (f) ADJ UNCH    1 1
 EW9216
 EW9216.Superseded values are not recommended for survey control.
 EW9216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9216.See file dsdata.txt to determine how the superseded data were derived.
 EW9216
 EW9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU456266(NAD 83)
 EW9216_MARKER: DD = SURVEY DISK
 EW9216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9216_SP_SET: CULVERT HEADWALL
 EW9216_STAMPING: BM 213-135 7078
 EW9216_MARK LOGO: CA-037
 EW9216_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9216+STABILITY: SURFACE MOTION
 EW9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9216+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9216
 EW9216  HISTORY     - Date     Condition        Report By
 EW9216  HISTORY     - 1974     MONUMENTED       CA-037
 EW9216  HISTORY     - 1974     GOOD             CA-037
 EW9216  HISTORY     - 1978     GOOD             NGS
 EW9216  HISTORY     - 1983     GOOD             USGS
 EW9216  HISTORY     - 1984     GOOD             NGS
 EW9216  HISTORY     - 1985     GOOD             NGS
 EW9216  HISTORY     - 1986     GOOD             NGS
 EW9216  HISTORY     - 1987     GOOD             NGS
 EW9216  HISTORY     - 19940720 GOOD             NGS
 EW9216
 EW9216                          STATION DESCRIPTION
 EW9216
 EW9216'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9216'3.35 MI SE FROM CASTAIC.
 EW9216'TEMPLIN HIGHWAY AND INTERSTATE HIGHWAY 5 (FREEWAY).  EAST OF
 EW9216'INTERSTATE HIGHWAY 5 ON TEMPLIN HIGHWAY 0.25 MILE.  31.0 FEET NORTH OF
 EW9216'THE APPROXIMATE CENTERLINE OF TEMPLIN HIGHWAY 6.6 FEET WEST OF A
 EW9216'CULVERT MARKER SIGN 0.30.  1.0 FOOT EAST OF THE WEST END OF A CONCRETE
 EW9216'CULVERT HEADWALL.  1.0 FOOT HIGHER THAN THE ROAD.
 EW9216
 EW9216                          STATION RECOVERY (1978)
 EW9216
 EW9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9216'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 0.3 MILE NORTHEAST ALONG
 EW9216'THE TEMPLIN HIGHWAY, IN TOP THE WEST END OF CONCRETE HEADWALL FOR
 EW9216'CULVERT NUMBER 0.30, 31 FT. NORTH CENTERLINE TEMPLIN HIGHWAY, 1.0 FT.
 EW9216'EAST OF THE WEST END HEADWALL, AT THE EAST END OF CUTBANK WITH
 EW9216'CONCRETE DRAINAGE CANAL.
 EW9216
 EW9216                          STATION RECOVERY (1983)
 EW9216
 EW9216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9216'RECOVERED IN GOOD CONDITION.
 EW9216
 EW9216                          STATION RECOVERY (1984)
 EW9216
 EW9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9216'RECOVERED IN GOOD CONDITION.
 EW9216
 EW9216                          STATION RECOVERY (1985)
 EW9216
 EW9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9216'RECOVERED IN GOOD CONDITION.
 EW9216
 EW9216                          STATION RECOVERY (1986)
 EW9216
 EW9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9216'RECOVERED IN GOOD CONDITION.
 EW9216
 EW9216                          STATION RECOVERY (1987)
 EW9216
 EW9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9216'RECOVERED IN GOOD CONDITION.
 EW9216
 EW9216                          STATION RECOVERY (1994)
 EW9216
 EW9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9216'13.0 KM (8.05 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION
 EW9216'OF INTERSTATE HIGHWAY 5 IN CASTAIC, THENCE 1.5 KM (0.95 MI)
 EW9216'SOUTHWESTERLY ALONG TEMPLIN HIGHWAY, IN TOP AND 0.4 M (1.3 FT) EAST OF
 EW9216'THE WEST END OF THE NORTH CONCRETE HEADWALL OF CULVERT NUMBER 0.30
 EW9216'UNDER THE HIGHWAY, AND 9.5 M (31.2 FT) NORTH OF AND LEVEL WITH THE
 EW9216'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9217 ***********************************************************************
 EW9217  DESIGNATION -  213 136
 EW9217  PID         -  EW9217
 EW9217  STATE/COUNTY-  CA/LOS ANGELES
 EW9217  USGS QUAD   -  WHITAKER PEAK (1988)
 EW9217
 EW9217                         *CURRENT SURVEY CONTROL
 EW9217  ___________________________________________________________________
 EW9217* NAD 83(1986)-  34 34 15.     (N)    118 40 36.     (W)     SCALED    
 EW9217* NAVD 88     -       846.706  (meters)    2777.90   (feet)  ADJUSTED  
 EW9217  ___________________________________________________________________
 EW9217  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 EW9217  DYNAMIC HT  -         845.722 (meters)    2774.67  (feet)  COMP
 EW9217  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 EW9217
 EW9217  VERT ORDER  -  FIRST     CLASS I
 EW9217
 EW9217.The horizontal coordinates were scaled from a topographic map and have
 EW9217.an estimated accuracy of +/- 6 seconds.
 EW9217
 EW9217.The orthometric height was determined by differential leveling
 EW9217.and adjusted in June 1995.
 EW9217.WARNING-Repeat measurements at this control monument indicate possible
 EW9217.vertical movement.
 EW9217
 EW9217.The geoid height was determined by GEOID03.
 EW9217
 EW9217.The dynamic height is computed by dividing the NAVD 88
 EW9217.geopotential number by the normal gravity value computed on the
 EW9217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9217.degrees latitude (g = 980.6199 gals.).
 EW9217
 EW9217.The modeled gravity was interpolated from observed gravity values.
 EW9217
 EW9217;                    North         East    Units  Estimated Accuracy
 EW9217;SPC CA 5     -   618,990.    1,937,910.      MT  (+/- 180 meters Scaled)
 EW9217
 EW9217                          SUPERSEDED SURVEY CONTROL
 EW9217
 EW9217  NAVD 88 (06/15/91)  846.709  (m)         2777.91   (f) UNKNOWN     1 1
 EW9217  NGVD 29 (??/??/92)  845.868  (m)         2775.15   (f) ADJ UNCH    1 1
 EW9217
 EW9217.Superseded values are not recommended for survey control.
 EW9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9217.See file dsdata.txt to determine how the superseded data were derived.
 EW9217
 EW9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU461267(NAD 83)
 EW9217_MARKER: DD = SURVEY DISK
 EW9217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9217_SP_SET: CULVERT HEADWALL
 EW9217_STAMPING: BM 213-136 1974 7078
 EW9217_MARK LOGO: CA-037
 EW9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9217+STABILITY: SURFACE MOTION
 EW9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9217+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1994
 EW9217
 EW9217  HISTORY     - Date     Condition        Report By
 EW9217  HISTORY     - 1974     MONUMENTED       CA-037
 EW9217  HISTORY     - 1974     GOOD             CA-037
 EW9217  HISTORY     - 1978     GOOD             NGS
 EW9217  HISTORY     - 1983     GOOD             USGS
 EW9217  HISTORY     - 1984     GOOD             NGS
 EW9217  HISTORY     - 1985     GOOD             NGS
 EW9217  HISTORY     - 1986     GOOD             NGS
 EW9217  HISTORY     - 1987     GOOD             NGS
 EW9217  HISTORY     - 19940720 GOOD             NGS
 EW9217
 EW9217                          STATION DESCRIPTION
 EW9217
 EW9217'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9217'3.8 MI SE FROM CASTAIC.
 EW9217'TEMPLIN HIGHWAY AND INTERSTATE HIGHWAY 5.  EAST OF INTERSTATE HIGHWAY
 EW9217'5 ON TEMPLIN HIGHWAY 0.7 MILE.  28.5 FEET SOUTH OF THE APPROXIMATE
 EW9217'CENTER LINE OF TEMPLIN HIGHWAY.  3.0 FEET SOUTHEAST OF CULVERT MARKER
 EW9217'SIGN 0.73.  67.0 FEET SOUTHEAST OF A TELEPHONE COMPANY MANHOLE.  SET
 EW9217'IN THE CENTER OF THE TOP OF A CONCRETE HEADWALL OF A CULVERT 2.0 FEET
 EW9217'ABOVE THE HIGHWAY.
 EW9217
 EW9217                          STATION RECOVERY (1978)
 EW9217
 EW9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9217'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 0.7 MILES NORTHEAST ALONG
 EW9217'THE TEMPLIN HIGHWAY, IN TOP THE CENTER OF HEADWALL FOR DRAINAGE
 EW9217'CULVERT NUMBER 0.73, 177 FT. NORTHEAST OF NORTHEAST END STEEL GUARD
 EW9217'RAIL, 28.5 FT. SOUTHWEST CENTER LINE TEMPLIN HIGHWAY.
 EW9217
 EW9217                          STATION RECOVERY (1983)
 EW9217
 EW9217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9217'RECOVERED IN GOOD CONDITION.
 EW9217
 EW9217                          STATION RECOVERY (1984)
 EW9217
 EW9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9217'RECOVERED IN GOOD CONDITION.
 EW9217
 EW9217                          STATION RECOVERY (1985)
 EW9217
 EW9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9217'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING NOW READS BM 213-136
 EW9217'1974 7078.
 EW9217
 EW9217                          STATION RECOVERY (1986)
 EW9217
 EW9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9217'RECOVERED IN GOOD CONDITION.
 EW9217
 EW9217                          STATION RECOVERY (1987)
 EW9217
 EW9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9217'RECOVERED IN GOOD CONDITION.
 EW9217
 EW9217                          STATION RECOVERY (1994)
 EW9217
 EW9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9217'13.0 KM (8.05 MI) NORTHERLY ALONG RIDGE ROUTE ROAD FROM THE JUNCTION
 EW9217'OF INTERSTATE HIGHWAY 5 IN CASTAIC, THENCE 0.8 KM (0.50 MI)
 EW9217'SOUTHWESTERLY ALONG TEMPLIN HIGHWAY, IN TOP OF AND 0.4 M (1.3 FT)
 EW9217'NORTHEAST OF THE SOUTHWEST END OF A HEADWALL OF CULVERT NUMBER 0.73
 EW9217'UNDER THE HIGHWAY, 72.5 M (237.9 FT) SOUTHWEST OF THE SOUTHWEST END OF
 EW9217'A HIGHWAY PULL-OUT, 8.7 M (28.5 FT) SOUTHEAST OF THE HIGHWAY
 EW9217'CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9132 ***********************************************************************
 EW9132  DESIGNATION -  213 43 A LA CO
 EW9132  PID         -  EW9132
 EW9132  STATE/COUNTY-  CA/LOS ANGELES
 EW9132  USGS QUAD   -  LEBEC (1991)
 EW9132
 EW9132                         *CURRENT SURVEY CONTROL
 EW9132  ___________________________________________________________________
 EW9132* NAD 83(1986)-  34 46 20.     (N)    118 45 41.     (W)     SCALED    
 EW9132* NAVD 88     -      1007.176  (meters)    3304.38   (feet)  READJUSTED
 EW9132  ___________________________________________________________________
 EW9132  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EW9132  DYNAMIC HT  -        1005.980 (meters)    3300.45  (feet)  COMP
 EW9132  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 EW9132
 EW9132  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9132
 EW9132.The horizontal coordinates were scaled from a topographic map and have
 EW9132.an estimated accuracy of +/- 6 seconds.
 EW9132
 EW9132.The orthometric height was determined by differential leveling
 EW9132.and adjusted in February 1993.
 EW9132.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9132.distribution rate of 0.0 thru 1.0 mm/km.
 EW9132.The height was derived from older observations constrained to new
 EW9132.heights in a crustal motion area.  The height is approximate in
 EW9132.relation to other heights in its vicinity.
 EW9132
 EW9132.The geoid height was determined by GEOID03.
 EW9132
 EW9132.The dynamic height is computed by dividing the NAVD 88
 EW9132.geopotential number by the normal gravity value computed on the
 EW9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9132.degrees latitude (g = 980.6199 gals.).
 EW9132
 EW9132.The modeled gravity was interpolated from observed gravity values.
 EW9132
 EW9132;                    North         East    Units  Estimated Accuracy
 EW9132;SPC CA 5     -   641,390.    1,930,310.      MT  (+/- 180 meters Scaled)
 EW9132
 EW9132                          SUPERSEDED SURVEY CONTROL
 EW9132
 EW9132  NGVD 29 (??/??/92) 1006.277  (m)         3301.43   (f) ADJ UNCH    1 1
 EW9132
 EW9132.Superseded values are not recommended for survey control.
 EW9132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9132.See file dsdata.txt to determine how the superseded data were derived.
 EW9132
 EW9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU388491(NAD 83)
 EW9132_MARKER: DD = SURVEY DISK
 EW9132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9132_SP_SET: CONCRETE LINING
 EW9132_STAMPING: BM 213-43A RE 7078
 EW9132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9132
 EW9132  HISTORY     - Date     Condition        Report By
 EW9132  HISTORY     - UNK      MONUMENTED       CA-037
 EW9132  HISTORY     - 1974     GOOD             CA-037
 EW9132  HISTORY     - 1978     GOOD             NGS
 EW9132
 EW9132                          STATION DESCRIPTION
 EW9132
 EW9132'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9132'IN QUAIL LAKE.
 EW9132'CALIFORNIA AQUEDUCT, QUAIL LAKE.  100 FEET SOUTH OF WHERE THE QUAIL
 EW9132'LAKE OUTLET STRUCTURE CROSSES STATE ROUTE NO. 138.  SET IN THE EAST
 EW9132'LIP OF THE CONCRETE LINING.  1.0 FOOT SOUTH OF THE NORTH END OF THE
 EW9132'WEST BRANCH.  SET A COUNTY ENGINEER BRASS DISC WITH A SMALL BUTTON.
 EW9132
 EW9132                          STATION RECOVERY (1978)
 EW9132
 EW9132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9132'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 2.85 MILES NORTHEAST ALONG
 EW9132'THE WEST BRANCH AQUEDUCT, ACCESS IS ALSO HAD BY 3.2 MILES SOUTH ALONG
 EW9132'INTERSTATE 5, THENCE 2.75 MILES NORTHEAST ALONG HIGHWAY 138, AT THE
 EW9132'CROSSING OF THE WEST BRANCH AQUEDUCT AND HIGHWAY, 138 IN TOP THE NORTH
 EW9132'END OF THE EAST CONCRETE LIP OF LINING, 100 FT. SOUTH OF HIGHWAY 138
 EW9132', 3.0 FT. SOUTH OF SOUTHEAST CORNER, BLOCK BUILDING, 1.0 FT. SOUTH OF
 EW9132'NORTH END LINING, 0.1 MILES WEST OF QUAIL F, 0.15 MILES EAST OF QUAIL
 EW9132'B, 0.3 MILES EAST OF F 1306 IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9138 ***********************************************************************
 EW9138  DESIGNATION -  213 49 LA CO
 EW9138  PID         -  EW9138
 EW9138  STATE/COUNTY-  CA/LOS ANGELES
 EW9138  USGS QUAD   -  LEBEC (1991)
 EW9138
 EW9138                         *CURRENT SURVEY CONTROL
 EW9138  ___________________________________________________________________
 EW9138* NAD 83(1986)-  34 45 18.     (N)    118 47 09.     (W)     SCALED    
 EW9138* NAVD 88     -       997.75   (+/-2cm)    3273.5    (feet)  VERTCON   
 EW9138  ___________________________________________________________________
 EW9138  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW9138  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9138
 EW9138.The horizontal coordinates were scaled from a topographic map and have
 EW9138.an estimated accuracy of +/- 6 seconds.
 EW9138
 EW9138.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9138.The vertical order pertains to the NGVD 29 superseded value.
 EW9138
 EW9138.The geoid height was determined by GEOID03.
 EW9138
 EW9138;                    North         East    Units  Estimated Accuracy
 EW9138;SPC CA 5     -   639,490.    1,928,060.      MT  (+/- 180 meters Scaled)
 EW9138
 EW9138                          SUPERSEDED SURVEY CONTROL
 EW9138
 EW9138  NGVD 29 (??/??/92)  996.85   (m)         3270.5    (f) COMPUTED    1 1
 EW9138
 EW9138.Superseded values are not recommended for survey control.
 EW9138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9138.See file dsdata.txt to determine how the superseded data were derived.
 EW9138
 EW9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU365473(NAD 83)
 EW9138_MARKER: DD = SURVEY DISK
 EW9138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9138_SP_SET: CHUTE
 EW9138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9138
 EW9138  HISTORY     - Date     Condition        Report By
 EW9138  HISTORY     - UNK      MONUMENTED
 EW9138  HISTORY     - 1974     GOOD             CA-037
 EW9138
 EW9138                          STATION DESCRIPTION
 EW9138
 EW9138'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9138'IN GORMAN.
 EW9138'GORMAN CREEK BRIDGE AND INTERSTATE HIGHWAY 5.  ON THE WALL OF THE
 EW9138'STORM DRAIN 0.7 MILE EAST OF THE GORMAN CREEK BRIDGE AT THE CONFLUENCE
 EW9138'OF THE GORMAN CREEK CHUTE AND A CONCRETE DRAINAGE DITCH. 55.0 FEET
 EW9138'SOUTHWEST OF THE HEADWALL AT THE BEGINNING OF THE OPEN CHUTE. SET AT
 EW9138'THE INTERSECTION OF THE SOUTH WALL OF THE CHUTE AND THE NORTH WALL OF
 EW9138'THE CONCRETE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9157 ***********************************************************************
 EW9157  DESIGNATION -  213 83 LA CO
 EW9157  PID         -  EW9157
 EW9157  STATE/COUNTY-  CA/LOS ANGELES
 EW9157  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9157
 EW9157                         *CURRENT SURVEY CONTROL
 EW9157  ___________________________________________________________________
 EW9157* NAD 83(1986)-  34 42 36.     (N)    118 47 57.     (W)     SCALED    
 EW9157* NAVD 88     -       867.75   (+/-2cm)    2846.9    (feet)  VERTCON   
 EW9157  ___________________________________________________________________
 EW9157  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW9157  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9157
 EW9157.The horizontal coordinates were scaled from a topographic map and have
 EW9157.an estimated accuracy of +/- 6 seconds.
 EW9157
 EW9157.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9157.The vertical order pertains to the NGVD 29 superseded value.
 EW9157
 EW9157.The geoid height was determined by GEOID03.
 EW9157
 EW9157;                    North         East    Units  Estimated Accuracy
 EW9157;SPC CA 5     -   634,510.    1,926,800.      MT  (+/- 180 meters Scaled)
 EW9157
 EW9157                          SUPERSEDED SURVEY CONTROL
 EW9157
 EW9157  NGVD 29 (??/??/92)  866.88   (m)         2844.1    (f) COMPUTED    1 1
 EW9157
 EW9157.Superseded values are not recommended for survey control.
 EW9157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9157.See file dsdata.txt to determine how the superseded data were derived.
 EW9157
 EW9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU352423(NAD 83)
 EW9157_MARKER: DD = SURVEY DISK
 EW9157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9157_SP_SET: CONCRETE LINING LIP
 EW9157_STAMPING: 21.3-83 RE 7078 1974
 EW9157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9157
 EW9157  HISTORY     - Date     Condition        Report By
 EW9157  HISTORY     - 1974     MONUMENTED       CA-037
 EW9157
 EW9157                          STATION DESCRIPTION
 EW9157
 EW9157'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9157'IN GORMAN.
 EW9157'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  0.6 MILE NORTH OF THE
 EW9157'INTERSECTION ALONG OLD HIGHWAY 99 TO THE INTERSECTION OF ORIN WAY. 250
 EW9157'FEET WEST ON ORIN WAY TO DEPARTMENT OF WATER RESOURCES GATE NO. 13.
 EW9157'SOUTH THROUGH THE GATE 0.3 MILE ON THE PAVED ROAD TO THE HEADWALL OF A
 EW9157'PRIVATE ROAD CROSSING, SIPHON NO. 1 AT LOCKED DEPARTMENT OF WATER
 EW9157'RESOURCES GATE NO. 15.  SET IN THE TOP OF THE EAST LIP OF THE CONCRETE
 EW9157'LINING 16.5 FEET NORTH OF THE FLARED END OF THE EAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9161 ***********************************************************************
 EW9161  DESIGNATION -  213 87
 EW9161  PID         -  EW9161
 EW9161  STATE/COUNTY-  CA/LOS ANGELES
 EW9161  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9161
 EW9161                         *CURRENT SURVEY CONTROL
 EW9161  ___________________________________________________________________
 EW9161* NAD 83(1986)-  34 42 18.     (N)    118 47 51.     (W)     SCALED    
 EW9161* NAVD 88     -       856.04   (+/-2cm)    2808.5    (feet)  VERTCON   
 EW9161  ___________________________________________________________________
 EW9161  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW9161  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9161
 EW9161.The horizontal coordinates were scaled from a topographic map and have
 EW9161.an estimated accuracy of +/- 6 seconds.
 EW9161
 EW9161.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9161.The vertical order pertains to the NGVD 29 superseded value.
 EW9161
 EW9161.The geoid height was determined by GEOID03.
 EW9161
 EW9161;                    North         East    Units  Estimated Accuracy
 EW9161;SPC CA 5     -   633,950.    1,926,940.      MT  (+/- 180 meters Scaled)
 EW9161
 EW9161                          SUPERSEDED SURVEY CONTROL
 EW9161
 EW9161  NGVD 29 (??/??/92)  855.16   (m)         2805.6    (f) COMPUTED    1 1
 EW9161
 EW9161.Superseded values are not recommended for survey control.
 EW9161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9161.See file dsdata.txt to determine how the superseded data were derived.
 EW9161
 EW9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU353418(NAD 83)
 EW9161_MARKER: DD = SURVEY DISK
 EW9161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9161_SP_SET: CONCRETE LINING
 EW9161_STAMPING: BM 213-87 RE 7078 1974
 EW9161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9161
 EW9161  HISTORY     - Date     Condition        Report By
 EW9161  HISTORY     - 1974     MONUMENTED       CA-037
 EW9161
 EW9161                          STATION DESCRIPTION
 EW9161
 EW9161'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9161'IN GORMAN.
 EW9161'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  0.6 MILE NORTH OF THE
 EW9161'INTERSECTION ALONG OLD HIGHWAY 99 TO THE INTERSECTION OF ORIN WAY. 250
 EW9161'FEET WEST ON ORIN WAY TO DEPARTMENT OF WATER RESOURCES GATE NO. 13.
 EW9161'SOUTH THROUGH THE GATE 0.65 MILE ON THE PAVED ROAD TO THE HEADWALL OF
 EW9161'THE HUNGRY VALLEY ROAD SIPHON.  18.5 FEET NORTH OF THE FLARED END OF
 EW9161'THE EAST WINGWALL.  SET IN THE EAST EDGE OF THE CONCRETE LINING OF THE
 EW9161'GORMAN CREEK CHANNEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9166 ***********************************************************************
 EW9166  DESIGNATION -  213 88 LA CO
 EW9166  PID         -  EW9166
 EW9166  STATE/COUNTY-  CA/LOS ANGELES
 EW9166  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9166
 EW9166                         *CURRENT SURVEY CONTROL
 EW9166  ___________________________________________________________________
 EW9166* NAD 83(1986)-  34 40 52.     (N)    118 46 54.     (W)     SCALED    
 EW9166* NAVD 88     -       789.500  (meters)    2590.22   (feet)  READJUSTED
 EW9166  ___________________________________________________________________
 EW9166  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 EW9166  DYNAMIC HT  -         788.580 (meters)    2587.20  (feet)  COMP
 EW9166  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 EW9166
 EW9166  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9166
 EW9166.The horizontal coordinates were scaled from a topographic map and have
 EW9166.an estimated accuracy of +/- 6 seconds.
 EW9166
 EW9166.The orthometric height was determined by differential leveling
 EW9166.and adjusted in February 1993.
 EW9166.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9166.distribution rate of 0.0 thru 1.0 mm/km.
 EW9166.The height was derived from older observations constrained to new
 EW9166.heights in a crustal motion area.  The height is approximate in
 EW9166.relation to other heights in its vicinity.
 EW9166
 EW9166.The geoid height was determined by GEOID03.
 EW9166
 EW9166.The dynamic height is computed by dividing the NAVD 88
 EW9166.geopotential number by the normal gravity value computed on the
 EW9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9166.degrees latitude (g = 980.6199 gals.).
 EW9166
 EW9166.The modeled gravity was interpolated from observed gravity values.
 EW9166
 EW9166;                    North         East    Units  Estimated Accuracy
 EW9166;SPC CA 5     -   631,290.    1,928,370.      MT  (+/- 180 meters Scaled)
 EW9166
 EW9166                          SUPERSEDED SURVEY CONTROL
 EW9166
 EW9166  NGVD 29 (??/??/92)  788.632  (m)         2587.37   (f) ADJ UNCH    1 1
 EW9166
 EW9166.Superseded values are not recommended for survey control.
 EW9166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9166.See file dsdata.txt to determine how the superseded data were derived.
 EW9166
 EW9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU367391(NAD 83)
 EW9166_MARKER: DD = SURVEY DISK
 EW9166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9166_SP_SET: CULVERT
 EW9166_STAMPING: 213-88 RE 7078 1974
 EW9166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9166
 EW9166  HISTORY     - Date     Condition        Report By
 EW9166  HISTORY     - 1974     MONUMENTED       CA-037
 EW9166  HISTORY     - 1978     GOOD             NGS
 EW9166  HISTORY     - 1983     GOOD             USGS
 EW9166  HISTORY     - 1984     MARK NOT FOUND   NGS
 EW9166
 EW9166                          STATION DESCRIPTION
 EW9166
 EW9166'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9166'IN GORMAN.
 EW9166'PYRAMID LAKE U.S. FOREST SERVICE ENTRANCE STATION.  0.1 MILE SOUTH TO
 EW9166'A 3 BY 4 FEET CONCRETE DROP INLET CULVERT 2.5 FEET EAST OF THE EAST
 EW9166'EDGE OF THE PAVED ROAD.  60 FEET SOUTH OF A SIGN READING SPEED LIMIT
 EW9166'15.  AND 86.0 FEET NORTHEAST OF THE CENTERLINE INTERSECTION OF THE
 EW9166'PAVED ROADS TO THE BEACH AREA AND THE BOAT LAUNCHING RAMP.  0.5 FEET
 EW9166'NORTH OF THE SOUTHWEST CORNER OF THE CULVERT.  ABOUT 1.5 FEET LOWER
 EW9166'THAN THE ROAD.
 EW9166
 EW9166                          STATION RECOVERY (1978)
 EW9166
 EW9166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9166'7.7 MILES SOUTH ALONG INTERSTATE 5, THENCE 1.95 MILES SOUTH ALONG
 EW9166'HUNGRY VALLEY ROAD (OLD 99), 0.1 MILES SOUTH OF THE GUARD SHACK, U.S.
 EW9166'FOREST SERVICE ENTRANCE STATION, AT THE T JUNCTION OF PAVED ROAD
 EW9166'LEADING SOUTHWEST TO BOAT LAUNCHING RAMP, 86 FT. NORTHEAST OF THE
 EW9166'INTERSECTION, 60 FT. SOUTH OF 15 MPH SIGN, 18 FT. EAST OF THE CENTER
 EW9166'LINE ENTRANCE ROAD, IN TOP THE SOUTHWEST CORNER OF A 4 X 4 CONCRETE
 EW9166'CATCH BASIN WITH STEEL GRATE COVER.
 EW9166
 EW9166                          STATION RECOVERY (1983)
 EW9166
 EW9166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9166'RECOVERED IN GOOD CONDITION.
 EW9166
 EW9166                          STATION RECOVERY (1984)
 EW9166
 EW9166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9166'NOT RECOVERED.  BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9172 ***********************************************************************
 EW9172  DESIGNATION -  213 94 LA CO
 EW9172  PID         -  EW9172
 EW9172  STATE/COUNTY-  CA/LOS ANGELES
 EW9172  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9172
 EW9172                         *CURRENT SURVEY CONTROL
 EW9172  ___________________________________________________________________
 EW9172* NAD 83(1986)-  34 40 30.     (N)    118 46 39.     (W)     SCALED    
 EW9172* NAVD 88     -       816.28   (+/-2cm)    2678.1    (feet)  VERTCON   
 EW9172  ___________________________________________________________________
 EW9172  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 EW9172  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9172
 EW9172.The horizontal coordinates were scaled from a topographic map and have
 EW9172.an estimated accuracy of +/- 6 seconds.
 EW9172
 EW9172.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9172.The vertical order pertains to the NGVD 29 superseded value.
 EW9172
 EW9172.The geoid height was determined by GEOID03.
 EW9172
 EW9172;                    North         East    Units  Estimated Accuracy
 EW9172;SPC CA 5     -   630,610.    1,928,750.      MT  (+/- 180 meters Scaled)
 EW9172
 EW9172                          SUPERSEDED SURVEY CONTROL
 EW9172
 EW9172  NGVD 29 (??/??/92)  815.40   (m)         2675.2    (f) COMPUTED    1 1
 EW9172
 EW9172.Superseded values are not recommended for survey control.
 EW9172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9172.See file dsdata.txt to determine how the superseded data were derived.
 EW9172
 EW9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU371384(NAD 83)
 EW9172_MARKER: S = SPIKE
 EW9172_SETTING: 0 = UNSPECIFIED SETTING
 EW9172_STAMPING: 213-94
 EW9172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9172
 EW9172  HISTORY     - Date     Condition        Report By
 EW9172  HISTORY     - UNK      MONUMENTED       CGS
 EW9172  HISTORY     - 1974     GOOD             CA-037
 EW9172
 EW9172                          STATION DESCRIPTION
 EW9172
 EW9172'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9172'IN GORMAN.
 EW9172'PYRAMID LAKE U.S. FOREST SERVICE ENTRANCE STATION 0.55 MILE SOUTH
 EW9172'ALONG THE PAVED ROAD TO THE SWIMMING BEACH.  150 FEET NORTH OF THE
 EW9172'SOUTH END OF THE PARKING LOT TO A DIRT ROAD RUNNING SOUTHEAST, UPHILL,
 EW9172'TO INTERSTATE 5, (FREEWAY).  33 FEET SOUTHERLY OF THE CENTER OF THE
 EW9172'DIRT ROAD.  ON THE NORTH SIDE OF A SPUR 1.0 FEET EAST OF A 2-INCH
 EW9172'YELLOW MARKER PIPE AND 51 FEET ABOVE THE PARKING LOT.  UP 2 INCHES
 EW9172'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9173 ***********************************************************************
 EW9173  DESIGNATION -  213 95 LA CO
 EW9173  PID         -  EW9173
 EW9173  STATE/COUNTY-  CA/LOS ANGELES
 EW9173  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9173
 EW9173                         *CURRENT SURVEY CONTROL
 EW9173  ___________________________________________________________________
 EW9173* NAD 83(1986)-  34 40 30.     (N)    118 46 33.     (W)     SCALED    
 EW9173* NAVD 88     -       827.04   (+/-2cm)    2713.4    (feet)  VERTCON   
 EW9173  ___________________________________________________________________
 EW9173  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EW9173  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9173
 EW9173.The horizontal coordinates were scaled from a topographic map and have
 EW9173.an estimated accuracy of +/- 6 seconds.
 EW9173
 EW9173.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9173.The vertical order pertains to the NGVD 29 superseded value.
 EW9173
 EW9173.The geoid height was determined by GEOID03.
 EW9173
 EW9173;                    North         East    Units  Estimated Accuracy
 EW9173;SPC CA 5     -   630,610.    1,928,900.      MT  (+/- 180 meters Scaled)
 EW9173
 EW9173                          SUPERSEDED SURVEY CONTROL
 EW9173
 EW9173  NGVD 29 (??/??/92)  826.16   (m)         2710.5    (f) COMPUTED    1 1
 EW9173
 EW9173.Superseded values are not recommended for survey control.
 EW9173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9173.See file dsdata.txt to determine how the superseded data were derived.
 EW9173
 EW9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU373384(NAD 83)
 EW9173_MARKER: Z = SEE DESCRIPTION
 EW9173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9173_SP_SET: IRON PIPE
 EW9173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9173
 EW9173  HISTORY     - Date     Condition        Report By
 EW9173  HISTORY     - UNK      MONUMENTED
 EW9173  HISTORY     - 1974     GOOD             CA-037
 EW9173
 EW9173                          STATION DESCRIPTION
 EW9173
 EW9173'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9173'IN GORMAN.
 EW9173'PYRAMID LAKE U.S. FOREST SERVICE ENTRANCE STATION.  0.55 MILE SOUTH
 EW9173'ALONG THE PAVED ROAD TO THE SWIMMING BEACH.  150 FEET NORTH OF THE
 EW9173'SOUTH END OF THE PARKING LOT TO A DIRT ROAD RUNNING SOUTHEAST, UPHILL
 EW9173'TO INTERSTATE 5 (FREEWAY).  48 FEET SOUTHERLY OF THE CENTER OF THE
 EW9173'DIRT ROAD.  11 FEET NORTHERLY OF THE TOP OF A SPUR, 1 FOOT NORTH OF A
 EW9173'WITNESS POST, AND 87 FEET ABOVE THE PARKING LOT.  CHISELED V ON EAST
 EW9173'EDGE OF A 2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9174 ***********************************************************************
 EW9174  DESIGNATION -  213 96 LA CO
 EW9174  PID         -  EW9174
 EW9174  STATE/COUNTY-  CA/LOS ANGELES
 EW9174  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9174
 EW9174                         *CURRENT SURVEY CONTROL
 EW9174  ___________________________________________________________________
 EW9174* NAD 83(1986)-  34 40 30.     (N)    118 46 21.     (W)     SCALED    
 EW9174* NAVD 88     -       845.32   (+/-2cm)    2773.4    (feet)  VERTCON   
 EW9174  ___________________________________________________________________
 EW9174  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EW9174  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9174
 EW9174.The horizontal coordinates were scaled from a topographic map and have
 EW9174.an estimated accuracy of +/- 6 seconds.
 EW9174
 EW9174.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9174.The vertical order pertains to the NGVD 29 superseded value.
 EW9174
 EW9174.The geoid height was determined by GEOID03.
 EW9174
 EW9174;                    North         East    Units  Estimated Accuracy
 EW9174;SPC CA 5     -   630,610.    1,929,210.      MT  (+/- 180 meters Scaled)
 EW9174
 EW9174                          SUPERSEDED SURVEY CONTROL
 EW9174
 EW9174  NGVD 29 (??/??/92)  844.44   (m)         2770.5    (f) COMPUTED    1 1
 EW9174
 EW9174.Superseded values are not recommended for survey control.
 EW9174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9174.See file dsdata.txt to determine how the superseded data were derived.
 EW9174
 EW9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU376384(NAD 83)
 EW9174_MARKER: Z = SEE DESCRIPTION
 EW9174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9174_SP_SET: IRON PIPE
 EW9174_STAMPING: 213-96
 EW9174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9174
 EW9174  HISTORY     - Date     Condition        Report By
 EW9174  HISTORY     - UNK      MONUMENTED       CGS
 EW9174  HISTORY     - 1974     GOOD             CA-037
 EW9174
 EW9174                          STATION DESCRIPTION
 EW9174
 EW9174'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9174'IN GORMAN.
 EW9174'PYRAMID LAKE U.S. FOREST SERVICE ENTRANCE STATION.  0.55 MILE SOUTH
 EW9174'ALONG THE PAVED ROAD TO THE SWIMMING BEACH.  150 FEET NORTH OF THE
 EW9174'SOUTH END OF THE PARKING LOT TO A DIRT ROAD, RUNNING SOUTHEAST,
 EW9174'UPHILL, TO INTERSTATE 5 (FREEWAY).  18 FEET NORTHERLY OF THE CENTER OF
 EW9174'THE DIRT ROAD.  ON THE SIDE HILL OF THE FILL.  1 FOOT EAST OF A 2 INCH
 EW9174'MARKER PIPE.  150 FEET ABOVE THE PARKING LOT, 77 FEET BELOW THE
 EW9174'FREEWAY, UP 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9175 ***********************************************************************
 EW9175  DESIGNATION -  213 97
 EW9175  PID         -  EW9175
 EW9175  STATE/COUNTY-  CA/LOS ANGELES
 EW9175  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9175
 EW9175                         *CURRENT SURVEY CONTROL
 EW9175  ___________________________________________________________________
 EW9175* NAD 83(1986)-  34 40 30.     (N)    118 46 33.     (W)     SCALED    
 EW9175* NAVD 88     -       868.660  (meters)    2849.93   (feet)  ADJUSTED  
 EW9175  ___________________________________________________________________
 EW9175  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EW9175  DYNAMIC HT  -         867.648 (meters)    2846.61  (feet)  COMP
 EW9175  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 EW9175
 EW9175  VERT ORDER  -  FIRST     CLASS I
 EW9175
 EW9175.The horizontal coordinates were scaled from a topographic map and have
 EW9175.an estimated accuracy of +/- 6 seconds.
 EW9175
 EW9175.The orthometric height was determined by differential leveling
 EW9175.and adjusted in June 1991.
 EW9175.WARNING-Repeat measurements at this control monument indicate possible
 EW9175.vertical movement.
 EW9175
 EW9175.The geoid height was determined by GEOID03.
 EW9175
 EW9175.The dynamic height is computed by dividing the NAVD 88
 EW9175.geopotential number by the normal gravity value computed on the
 EW9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9175.degrees latitude (g = 980.6199 gals.).
 EW9175
 EW9175.The modeled gravity was interpolated from observed gravity values.
 EW9175
 EW9175;                    North         East    Units  Estimated Accuracy
 EW9175;SPC CA 5     -   630,610.    1,928,900.      MT  (+/- 180 meters Scaled)
 EW9175
 EW9175                          SUPERSEDED SURVEY CONTROL
 EW9175
 EW9175  NGVD 29 (??/??/92)  867.839  (m)         2847.24   (f) ADJ UNCH    1 1
 EW9175
 EW9175.Superseded values are not recommended for survey control.
 EW9175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9175.See file dsdata.txt to determine how the superseded data were derived.
 EW9175
 EW9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU373384(NAD 83)
 EW9175_MARKER: Z = SEE DESCRIPTION
 EW9175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW9175_SP_SET: IRON PIPE
 EW9175_STAMPING: 213-97
 EW9175_MARK LOGO: CA-037
 EW9175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9175
 EW9175  HISTORY     - Date     Condition        Report By
 EW9175  HISTORY     - 1974     MONUMENTED       CA-037
 EW9175  HISTORY     - 1974     GOOD             CA-037
 EW9175  HISTORY     - 1978     GOOD             NGS
 EW9175  HISTORY     - 1983     GOOD             USGS
 EW9175  HISTORY     - 1984     GOOD             NGS
 EW9175  HISTORY     - 1985     GOOD             NGS
 EW9175  HISTORY     - 1986     GOOD             NGS
 EW9175  HISTORY     - 1987     GOOD             NGS
 EW9175
 EW9175                          STATION DESCRIPTION
 EW9175
 EW9175'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9175'IN GORMAN.
 EW9175'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  2.50 MILES SOUTHERLY OF
 EW9175'THE HUNGRY VALLEY ROAD OVERCROSSING ON INTERSTATE HIGHWAY 5, ON THE
 EW9175'WEST SIDE OF THE FREEWAY.  11.5 FEET WEST OF THE WEST EDGE OF THE
 EW9175'CONCRETE PAVEMENT.  2.20 FEET EAST OF A SIGN READING EMERGENCY PARKING
 EW9175'ONLY.  2.50 FEET NORTH OF THE END POST OF A STEEL GUARD RAIL. FLUSH
 EW9175'WITH THE GROUND.
 EW9175
 EW9175                          STATION RECOVERY (1978)
 EW9175
 EW9175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9175'10.2 MILES SOUTH ALONG INTERSTATE 5, AT THE SOUTH END OF LONG FREEWAY
 EW9175'FILL AND, 65 FT. NORTH OF THE NORTH END OF CUTBANK AT A POINT ON
 EW9175'FREEWAY OVERLOOKING PYRAMID LAKE SWIMMING AREA, ABOUT 300 FT. ABOVE
 EW9175'BM 213-93-MS 4 DWR, 4.2 FT. NORTHWEST OF SOUTHEAST END STEEL GUARD
 EW9175'RAIL, 2.3 FT. NORTHEAST OF EMERGENCY PARKING ONLY SIGN, 1.0 FT.
 EW9175'SOUTHWEST OF THE SOUTHWEST EDGE OF ASPHALT, 11.5 FT. SOUTHWEST OF THE
 EW9175'SOUTHWEST EDGE OF CONCRETE PAVEMENT OF SOUTH BOUND LANE INTERSTATE 5,
 EW9175'BOAT SPIKE WITH WASHER IN TOP A 2-INCH PIPE WHICH IS IN A CONCRETE
 EW9175'POST.
 EW9175
 EW9175                          STATION RECOVERY (1983)
 EW9175
 EW9175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW9175'RECOVERED IN GOOD CONDITION.
 EW9175
 EW9175                          STATION RECOVERY (1984)
 EW9175
 EW9175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW9175'RECOVERED IN GOOD CONDITION.
 EW9175
 EW9175                          STATION RECOVERY (1985)
 EW9175
 EW9175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW9175'RECOVERED IN GOOD CONDITION.
 EW9175
 EW9175                          STATION RECOVERY (1986)
 EW9175
 EW9175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW9175'RECOVERED IN GOOD CONDITION.
 EW9175
 EW9175                          STATION RECOVERY (1987)
 EW9175
 EW9175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW9175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9176 ***********************************************************************
 EW9176  DESIGNATION -  213 98 LA CO
 EW9176  PID         -  EW9176
 EW9176  STATE/COUNTY-  CA/LOS ANGELES
 EW9176  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9176
 EW9176                         *CURRENT SURVEY CONTROL
 EW9176  ___________________________________________________________________
 EW9176* NAD 83(1986)-  34 40 27.     (N)    118 46 28.     (W)     SCALED    
 EW9176* NAVD 88     -       864.691  (meters)    2836.91   (feet)  READJUSTED
 EW9176  ___________________________________________________________________
 EW9176  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EW9176  DYNAMIC HT  -         863.680 (meters)    2833.59  (feet)  COMP
 EW9176  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 EW9176
 EW9176  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9176
 EW9176.The horizontal coordinates were scaled from a topographic map and have
 EW9176.an estimated accuracy of +/- 6 seconds.
 EW9176
 EW9176.The orthometric height was determined by differential leveling
 EW9176.and adjusted in February 1993.
 EW9176.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9176.distribution rate of 0.0 thru 1.0 mm/km.
 EW9176.The height was derived from older observations constrained to new
 EW9176.heights in a crustal motion area.  The height is approximate in
 EW9176.relation to other heights in its vicinity.
 EW9176
 EW9176.The geoid height was determined by GEOID03.
 EW9176
 EW9176.The dynamic height is computed by dividing the NAVD 88
 EW9176.geopotential number by the normal gravity value computed on the
 EW9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9176.degrees latitude (g = 980.6199 gals.).
 EW9176
 EW9176.The modeled gravity was interpolated from observed gravity values.
 EW9176
 EW9176;                    North         East    Units  Estimated Accuracy
 EW9176;SPC CA 5     -   630,520.    1,929,030.      MT  (+/- 180 meters Scaled)
 EW9176
 EW9176                          SUPERSEDED SURVEY CONTROL
 EW9176
 EW9176  NGVD 29 (??/??/92)  863.821  (m)         2834.05   (f) ADJ UNCH    1 1
 EW9176
 EW9176.Superseded values are not recommended for survey control.
 EW9176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9176.See file dsdata.txt to determine how the superseded data were derived.
 EW9176
 EW9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU374383(NAD 83)
 EW9176_MARKER: DD = SURVEY DISK
 EW9176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9176_SP_SET: CULVERT
 EW9176_STAMPING: BM 213-98 RE 7078
 EW9176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9176
 EW9176  HISTORY     - Date     Condition        Report By
 EW9176  HISTORY     - UNK      MONUMENTED       CA-037
 EW9176  HISTORY     - 1974     GOOD             CA-037
 EW9176  HISTORY     - 1978     GOOD             NGS
 EW9176
 EW9176                          STATION DESCRIPTION
 EW9176
 EW9176'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9176'IN GORMAN.
 EW9176'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  2.50 MILES SOUTHERLY OF
 EW9176'THE HUNGRY VALLEY ROAD OVERCROSSING, ON INTERSTATE HIGHWAY 5.  ON THE
 EW9176'WEST SIDE OF THE FREEWAY.  13.3 FEET WEST OF THE WEST EDGE OF THE
 EW9176'CONCRETE PAVEMENT.  SET IN THE SOUTH END OF A 4 FEET BY 4 FEET
 EW9176'CONCRETE, DROP INLET, CULVERT.  2 FEET WEST OF THE EAST EDGE OF THE
 EW9176'CULVERT.  1 FOOT BELOW THE CONCRETE PAVEMENT.
 EW9176
 EW9176                          STATION RECOVERY (1978)
 EW9176
 EW9176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9176'10.3 MILES SOUTH ALONG INTERSTATE 5, 0.1 MILES SOUTHEAST OF SOUTH END
 EW9176'GUARD RAIL AND BM 213-97, 0.15 MILE NORTHWEST OF THE NORTHWEST END
 EW9176'STEEL GUARD RAIL, LOCATED ABOUT MIDWAY ALONG A HIGH TERRACED CUTBANK,
 EW9176'IN TOP THE SOUTH CORNER OF A 4 X 4 FT. CONCRETE CATCH BASIN, 12 FT.
 EW9176'SOUTHWEST OF SOUTHWEST EDGE CONCRETE PAVEMENT AND IN LINE WITH THE
 EW9176'NORTHEAST EDGE OF SOUTHWEST ASPHALT CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9177 ***********************************************************************
 EW9177  DESIGNATION -  213 99 LA CO
 EW9177  PID         -  EW9177
 EW9177  STATE/COUNTY-  CA/LOS ANGELES
 EW9177  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9177
 EW9177                         *CURRENT SURVEY CONTROL
 EW9177  ___________________________________________________________________
 EW9177* NAD 83(1986)-  34 40 22.     (N)    118 46 09.     (W)     SCALED    
 EW9177* NAVD 88     -       844.177  (meters)    2769.60   (feet)  READJUSTED
 EW9177  ___________________________________________________________________
 EW9177  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW9177  DYNAMIC HT  -         843.190 (meters)    2766.37  (feet)  COMP
 EW9177  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 EW9177
 EW9177  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9177
 EW9177.The horizontal coordinates were scaled from a topographic map and have
 EW9177.an estimated accuracy of +/- 6 seconds.
 EW9177
 EW9177.The orthometric height was determined by differential leveling
 EW9177.and adjusted in February 1993.
 EW9177.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9177.distribution rate of 0.0 thru 1.0 mm/km.
 EW9177.The height was derived from older observations constrained to new
 EW9177.heights in a crustal motion area.  The height is approximate in
 EW9177.relation to other heights in its vicinity.
 EW9177
 EW9177.The geoid height was determined by GEOID03.
 EW9177
 EW9177.The dynamic height is computed by dividing the NAVD 88
 EW9177.geopotential number by the normal gravity value computed on the
 EW9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9177.degrees latitude (g = 980.6199 gals.).
 EW9177
 EW9177.The modeled gravity was interpolated from observed gravity values.
 EW9177
 EW9177;                    North         East    Units  Estimated Accuracy
 EW9177;SPC CA 5     -   630,360.    1,929,510.      MT  (+/- 180 meters Scaled)
 EW9177
 EW9177                          SUPERSEDED SURVEY CONTROL
 EW9177
 EW9177  NGVD 29 (??/??/92)  843.301  (m)         2766.73   (f) ADJ UNCH    1 1
 EW9177
 EW9177.Superseded values are not recommended for survey control.
 EW9177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9177.See file dsdata.txt to determine how the superseded data were derived.
 EW9177
 EW9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU379381(NAD 83)
 EW9177_MARKER: DD = SURVEY DISK
 EW9177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9177_SP_SET: CULVERT
 EW9177_STAMPING: BM 213-99 RE 7078
 EW9177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9177
 EW9177  HISTORY     - Date     Condition        Report By
 EW9177  HISTORY     - UNK      MONUMENTED       CA-037
 EW9177  HISTORY     - 1974     GOOD             CA-037
 EW9177  HISTORY     - 1978     GOOD             NGS
 EW9177  HISTORY     - 19880127 MARK NOT FOUND   USPSQD
 EW9177
 EW9177                          STATION DESCRIPTION
 EW9177
 EW9177'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9177'IN GORMAN.
 EW9177'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD.  2.95 MILES SOUTHERLY OF
 EW9177'THE HUNGRY VALLEY ROAD OVERCROSSING OF INTERSTATE HIGHWAY 5.  ON THE
 EW9177'SOUTH BOUND SIDE OF THE FREEWAY.  9.5 FEET SOUTHWEST OF THE SOUTHWEST
 EW9177'EDGE OF THE CONCRETE PAVEMENT.  SET IN THE SOUTHEAST END OF A 4 FEET
 EW9177'BY 4 FEET CONCRETE, DROP INLET, CULVERT.  2.4 FEET SOUTHWEST OF THE
 EW9177'SOUTHEAST CORNER OF THE CULVERT.  7.5 FEET EAST OF A CULVERT SIGN 5 L
 EW9177'A R 7500.
 EW9177
 EW9177                          STATION RECOVERY (1978)
 EW9177
 EW9177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9177'10.65 MILES SOUTH ALONG INTERSTATE 5 ABOUT MIDWAY ALONG FILL AREA WITH
 EW9177'LONG STEEL GUARD RAIL ON THE INSIDE OF CURVE, IN TOP THE SOUTH CORNER
 EW9177'OF 4 X 4 FT. CONCRETE CATCH BASIN NUMBER R75-00, 9 FT. SOUTHWEST OF
 EW9177'SOUTHWEST EDGE OF CONCRETE PAVEMENT, 7 FT. SOUTHEAST OF SIGN R 75-00,
 EW9177'2.4 FT. NORTHEAST OF STEEL GUARD RAIL. NOTE--THERE IS NO ROOM FOR
 EW9177'STOPPING AT THIS MARK UNLESS YOU USE THE CENTER OF FREEWAY.
 EW9177
 EW9177                          STATION RECOVERY (1988)
 EW9177
 EW9177'RECOVERY NOTE BY US POWER SQUADRON 1988 (DBK)
 EW9177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2442 ***********************************************************************
 FU2442  DESIGNATION -  213 DWR
 FU2442  PID         -  FU2442
 FU2442  STATE/COUNTY-  CA/KERN
 FU2442  USGS QUAD   -  PENTLAND (1973)
 FU2442
 FU2442                         *CURRENT SURVEY CONTROL
 FU2442  ___________________________________________________________________
 FU2442* NAD 83(1986)-  35 05 16.     (N)    119 20 36.     (W)     SCALED    
 FU2442* NAVD 88     -       157.85   (+/-2cm)     517.9    (feet)  VERTCON   
 FU2442  ___________________________________________________________________
 FU2442  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 FU2442  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2442
 FU2442.The horizontal coordinates were scaled from a topographic map and have
 FU2442.an estimated accuracy of +/- 6 seconds.
 FU2442
 FU2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2442.The vertical order pertains to the NGVD 29 superseded value.
 FU2442
 FU2442.The geoid height was determined by GEOID03.
 FU2442
 FU2442;                    North         East    Units  Estimated Accuracy
 FU2442;SPC CA 5     -   676,950.    1,877,510.      MT  (+/- 180 meters Scaled)
 FU2442
 FU2442                          SUPERSEDED SURVEY CONTROL
 FU2442
 FU2442  NGVD 29 (??/??/92)  157.066  (m)          515.31   (f) ADJ UNCH    1 1
 FU2442
 FU2442.Superseded values are not recommended for survey control.
 FU2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2442.See file dsdata.txt to determine how the superseded data were derived.
 FU2442
 FU2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU863852(NAD 83)
 FU2442_MARKER: DD = SURVEY DISK
 FU2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2442_STAMPING: BM 213 1959
 FU2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2442+STABILITY: SURFACE MOTION
 FU2442
 FU2442  HISTORY     - Date     Condition        Report By
 FU2442  HISTORY     - 1959     MONUMENTED       CADWR
 FU2442  HISTORY     - 1968     GOOD             NGS
 FU2442
 FU2442                          STATION DESCRIPTION
 FU2442
 FU2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2442'8.6 MI NE FROM MARICOPA.
 FU2442'4.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF
 FU2442'STATE HIGHWAY 33 AT MARICOPA, THENCE 2.0 MILES NORTH ALONG
 FU2442'BASIC SCHOOL ROAD, THENCE 0.2 MILE WEST ALONG A TRACK ROAD TO
 FU2442'DOUBLE GATES IN THE AQUEDUCT RIGHT-OF-WAY FENCE AT A RAILROAD
 FU2442'CROSSING, THENCE 0.2 MILE NORTHWEST ALONG A FENCE AND ROAD,
 FU2442'THENCE 1.4 MILES WEST ALONG A ROAD AND THE SOUTH RIGHT-OF-WAY
 FU2442'FENCE OF THE CALIFORNIA AQUEDUCT, 0.5 MILE EAST OF BENCH MARK
 FU2442'W 367, 108.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 135
 FU2442'FEET SOUTH OF THE CENTER LINE OF THE SOUTH ACCESS ROAD, 2.6 FEET
 FU2442'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 FU2442'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0198 ***********************************************************************
 DY0198  DESIGNATION -  213 LBHD
 DY0198  PID         -  DY0198
 DY0198  STATE/COUNTY-  CA/LOS ANGELES
 DY0198  USGS QUAD   -  LONG BEACH (1981)
 DY0198
 DY0198                         *CURRENT SURVEY CONTROL
 DY0198  ___________________________________________________________________
 DY0198* NAD 83(1986)-  33 45 44.     (N)    118 13 44.     (W)     SCALED    
 DY0198* NAVD 88     -         0.89   (+/-2cm)       2.9    (feet)  VERTCON   
 DY0198  ___________________________________________________________________
 DY0198  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0198  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0198
 DY0198.The horizontal coordinates were scaled from a topographic map and have
 DY0198.an estimated accuracy of +/- 6 seconds.
 DY0198
 DY0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0198.The vertical order pertains to the NGVD 29 superseded value.
 DY0198
 DY0198.The geoid height was determined by GEOID03.
 DY0198
 DY0198;                    North         East    Units  Estimated Accuracy
 DY0198;SPC CA 5     -   529,110.    1,978,790.      MT  (+/- 180 meters Scaled)
 DY0198
 DY0198                          SUPERSEDED SURVEY CONTROL
 DY0198
 DY0198  NGVD 29 (??/??/92)    0.080  (m)            0.26   (f) ADJ UNCH    1 2
 DY0198
 DY0198.Superseded values are not recommended for survey control.
 DY0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0198.See file dsdata.txt to determine how the superseded data were derived.
 DY0198
 DY0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861364(NAD 83)
 DY0198_MARKER: DD = SURVEY DISK
 DY0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0198_STAMPING: 213 7.802 28+57.28
 DY0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0198+STABILITY: SURFACE MOTION
 DY0198
 DY0198  HISTORY     - Date     Condition        Report By
 DY0198  HISTORY     - UNK      MONUMENTED       CA1970
 DY0198  HISTORY     - 1945     GOOD             NGS
 DY0198  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0198
 DY0198                          STATION DESCRIPTION
 DY0198
 DY0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0198'AT LONG BEACH.
 DY0198'ON TERMINAL ISLAND, ABOUT 400 FEET WEST OF GATE 5 TO ROOSEVELT
 DY0198'BASE, AND 300 FEET NORTH OF SEASIDE AVENUE, 112.1 FEET
 DY0198'NORTHEAST OF THE NORTHEAST FOUNDATION BLOCK OF U.P. OIL WELL 136,
 DY0198'162.5 FEET NORTHWEST OF THE U.P. OIL WELL 307, 39.1 FEET SOUTH
 DY0198'OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND DIRECTLY UNDER A
 DY0198'WHITE REFERENCE POST STENCILED USBM MARK IS ABOUT 2 FEET BELOW
 DY0198'GROUND LEVEL BUT IN MARCH 1946 THE GROUND LEVEL IS BEING
 DY0198'RAISED BY FILLING APPEARS TO BE A 1 FOOT HILL.
 DY0198
 DY0198                          STATION RECOVERY (1954)
 DY0198
 DY0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0054 ***********************************************************************
 DX0054  DESIGNATION -  2130
 DX0054  PID         -  DX0054
 DX0054  STATE/COUNTY-  CA/RIVERSIDE
 DX0054  USGS QUAD   -  SAGE (1954)
 DX0054
 DX0054                         *CURRENT SURVEY CONTROL
 DX0054  ___________________________________________________________________
 DX0054* NAD 83(1986)-  33 32 31.     (N)    116 54 22.     (W)     SCALED    
 DX0054* NAVD 88     -       650.36   (+/-2cm)    2133.7    (feet)  VERTCON   
 DX0054  ___________________________________________________________________
 DX0054  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DX0054  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0054
 DX0054.The horizontal coordinates were scaled from a topographic map and have
 DX0054.an estimated accuracy of +/- 6 seconds.
 DX0054
 DX0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0054.The vertical order pertains to the NGVD 29 superseded value.
 DX0054
 DX0054.The geoid height was determined by GEOID03.
 DX0054
 DX0054;                    North         East    Units  Estimated Accuracy
 DX0054;SPC CA 6     -   652,720.    1,939,070.      MT  (+/- 180 meters Scaled)
 DX0054
 DX0054                          SUPERSEDED SURVEY CONTROL
 DX0054
 DX0054  NGVD 29 (??/??/??)  649.605  (m)         2131.25   (f) ADJUSTED    1 2
 DX0054
 DX0054.Superseded values are not recommended for survey control.
 DX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0054.See file dsdata.txt to determine how the superseded data were derived.
 DX0054
 DX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT087113(NAD 83)
 DX0054_MARKER: P = PIPE CAP
 DX0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0054
 DX0054  HISTORY     - Date     Condition        Report By
 DX0054  HISTORY     - UNK      MONUMENTED       USGS
 DX0054  HISTORY     - 1959     GOOD             NGS
 DX0054
 DX0054                          STATION DESCRIPTION
 DX0054
 DX0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0054'3.3 MI SE FROM SAGE.
 DX0054'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM SAGE, AT THE
 DX0054'INTERSECTION OF THE HIGHWAY AND A RANCH ROAD LEADING EAST, 108
 DX0054'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTH OF
 DX0054'A FENCE.  AN IRON CAP WELDED TO THE TOP OF AN IRON PIPE.  THIS
 DX0054'MARK IS NOW IN THE CORNER OF A CULTIVATED FIELD AND IS SUBJECT
 DX0054'TO BEING HIT BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2452 ***********************************************************************
 FU2452  DESIGNATION -  214 DWR
 FU2452  PID         -  FU2452
 FU2452  STATE/COUNTY-  CA/KERN
 FU2452  USGS QUAD   -  PENTLAND (1973)
 FU2452
 FU2452                         *CURRENT SURVEY CONTROL
 FU2452  ___________________________________________________________________
 FU2452* NAD 83(1986)-  35 05 16.     (N)    119 19 33.     (W)     SCALED    
 FU2452* NAVD 88     -       158.55   (+/-2cm)     520.2    (feet)  VERTCON   
 FU2452  ___________________________________________________________________
 FU2452  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 FU2452  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2452
 FU2452.The horizontal coordinates were scaled from a topographic map and have
 FU2452.an estimated accuracy of +/- 6 seconds.
 FU2452
 FU2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2452.The vertical order pertains to the NGVD 29 superseded value.
 FU2452
 FU2452.The geoid height was determined by GEOID03.
 FU2452
 FU2452;                    North         East    Units  Estimated Accuracy
 FU2452;SPC CA 5     -   676,920.    1,879,110.      MT  (+/- 180 meters Scaled)
 FU2452
 FU2452                          SUPERSEDED SURVEY CONTROL
 FU2452
 FU2452  NGVD 29 (??/??/92)  157.773  (m)          517.63   (f) ADJ UNCH    1 1
 FU2452
 FU2452.Superseded values are not recommended for survey control.
 FU2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2452.See file dsdata.txt to determine how the superseded data were derived.
 FU2452
 FU2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU879852(NAD 83)
 FU2452_MARKER: DD = SURVEY DISK
 FU2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2452_STAMPING: BM 214 1959
 FU2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2452+STABILITY: SURFACE MOTION
 FU2452
 FU2452  HISTORY     - Date     Condition        Report By
 FU2452  HISTORY     - 1959     MONUMENTED       CADWR
 FU2452  HISTORY     - 1968     GOOD             NGS
 FU2452
 FU2452                          STATION DESCRIPTION
 FU2452
 FU2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2452'7.6 MI NE FROM MARICOPA.
 FU2452'4.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF
 FU2452'STATE HIGHWAY 33 AT MARICOPA, THENCE 2.0 MILES NORTH ALONG
 FU2452'BASIC SCHOOL ROAD, THENCE 0.2 MILE WEST ALONG A TRACK ROAD TO
 FU2452'DOUBLE GATES IN THE CALIFORNIA AQUEDUCT AND AT THE CROSSING OF
 FU2452'A RAILROAD, THENCE 0.2 MILE NORTHWEST ALONG A ROAD AND THE
 FU2452'AQUEDUCT RIGHT-OF-WAY FENCE, THENCE 0.45 MILE WEST ALONG A ROAD
 FU2452'AND THE SOUTH AQUEDUCT RIGHT-OF-WAY FENCE, 118.0 FEET SOUTH OF
 FU2452'THE SOUTH RIGHT-OF-WAY FENCE, 138 FEET SOUTH OF THE CENTER
 FU2452'LINE OF THE SOUTH ACCESS ROAD, 3.1 FEET EAST OF A WITNESS POST,
 FU2452'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FU2452'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1669 ***********************************************************************
 EW1669  DESIGNATION -  214.298 C OF LA
 EW1669  PID         -  EW1669
 EW1669  STATE/COUNTY-  CA/LOS ANGELES
 EW1669  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1669
 EW1669                         *CURRENT SURVEY CONTROL
 EW1669  ___________________________________________________________________
 EW1669* NAD 83(1986)-  34 05 03.     (N)    118 23 03.     (W)     SCALED    
 EW1669* NAVD 88     -        66.10   (+/-2cm)     216.9    (feet)  VERTCON   
 EW1669  ___________________________________________________________________
 EW1669  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW1669  VERT ORDER  -  THIRD (See Below)
 EW1669
 EW1669.The horizontal coordinates were scaled from a topographic map and have
 EW1669.an estimated accuracy of +/- 6 seconds.
 EW1669
 EW1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1669.The vertical order pertains to the NGVD 29 superseded value.
 EW1669
 EW1669.The geoid height was determined by GEOID03.
 EW1669
 EW1669;                    North         East    Units  Estimated Accuracy
 EW1669;SPC CA 5     -   564,870.    1,964,540.      MT  (+/- 180 meters Scaled)
 EW1669
 EW1669                          SUPERSEDED SURVEY CONTROL
 EW1669
 EW1669  NGVD 29 (??/??/??)   65.32   (m)          214.3    (f) RESET       3  
 EW1669
 EW1669.Superseded values are not recommended for survey control.
 EW1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1669.See file dsdata.txt to determine how the superseded data were derived.
 EW1669
 EW1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT722723(NAD 83)
 EW1669_MARKER: S = SPIKE
 EW1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1669_SP_SET: CONCRETE CURB
 EW1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1669
 EW1669  HISTORY     - Date     Condition        Report By
 EW1669  HISTORY     - UNK      MONUMENTED       CA1980
 EW1669  HISTORY     - 1945     GOOD             NGS
 EW1669
 EW1669                          STATION DESCRIPTION
 EW1669
 EW1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1669'AT LOS ANGELES.
 EW1669'AT LOS ANGELES AT THE INTERSECTION OF SANTA MONICA BOULEVARD
 EW1669'AND LARRABEE STREET, AND IN THE NORTHWEST CURB OF SANTA MONICA
 EW1669'BOULEVARD, 22.8 FEET NORTHEAST OF THE EAST CURBLINE OF LARRABEE
 EW1669'STREET.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1391 ***********************************************************************
 FV1391  DESIGNATION -  2140
 FV1391  PID         -  FV1391
 FV1391  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1391  USGS QUAD   -  CHOLAME (1993)
 FV1391
 FV1391                         *CURRENT SURVEY CONTROL
 FV1391  ___________________________________________________________________
 FV1391* NAD 83(1992)-  35 44 44.26514(N)    120 21 04.52459(W)     ADJUSTED  
 FV1391* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 FV1391  ___________________________________________________________________
 FV1391  EPOCH DATE  -        1991.35
 FV1391  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FV1391  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 FV1391  HORZ ORDER  -  SECOND
 FV1391
 FV1391.The horizontal coordinates were established by classical geodetic methods
 FV1391.and adjusted by the National Geodetic Survey in June 1996.
 FV1391.The horizontal coordinates are valid at the epoch date displayed above.
 FV1391.The epoch date for horizontal control is a decimal equivalence
 FV1391.of Year/Month/Day.
 FV1391
 FV1391.The orthometric height was scaled from a topographic map.
 FV1391
 FV1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1391
 FV1391.The geoid height was determined by GEOID03.
 FV1391
 FV1391;                    North         East     Units Scale Factor Converg.
 FV1391;SPC CA 5     -   751,600.608 1,787,327.228   MT  1.00007273   -1 20 24.9
 FV1391;SPC CA 5     - 2,465,876.33  5,863,922.75   sFT  1.00007273   -1 20 24.9
 FV1391;SPC CA 4     -   546,609.839 1,877,772.614   MT  1.00005781   -0 48 22.1
 FV1391;SPC CA 4     - 1,793,335.78  6,160,658.98   sFT  1.00005781   -0 48 22.1
 FV1391;UTM  10      - 3,958,971.222   739,516.517   MT  1.00030698   +1 32 53.2
 FV1391
 FV1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1391!SPC CA 5     -   0.99990296  x   1.00007273  =   0.99997568
 FV1391!SPC CA 4     -   0.99990296  x   1.00005781  =   0.99996076
 FV1391!UTM  10      -   0.99990296  x   1.00030698  =   1.00020991
 FV1391
 FV1391                          SUPERSEDED SURVEY CONTROL
 FV1391
 FV1391  NAD 83(1992)-  35 44 44.26427(N)    120 21 04.52767(W) AD(1991.35) 2
 FV1391  NAD 83(1986)-  35 44 44.25965(N)    120 21 04.52122(W) AD(1984.00) 2
 FV1391  NAD 27      -  35 44 44.37000(N)    120 21 00.96000(W) AD(       ) 2
 FV1391
 FV1391.Superseded values are not recommended for survey control.
 FV1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1391.See file dsdata.txt to determine how the superseded data were derived.
 FV1391
 FV1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3951758971(NAD 83)
 FV1391
 FV1391  HISTORY     - Date     Condition        Report By
 FV1391  HISTORY     - 1932     MONUMENTED       CGS
 FV1391  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FV1391
 FV1391                          STATION DESCRIPTION
 FV1391
 FV1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ)
 FV1391'ON HIGHEST GROUND AT HEAD OF MC MILLAN CANYON, ABOUT 1 MILE
 FV1391'SOUTH OF POINT WHERE MC MILLAN CANYON ROAD CROSSES DIVIDE, AND
 FV1391'ON GRASSLAND AT SOUTHWEST END OF SHORT RIDGE.  MARKED BY UNITED
 FV1391'STATES GEOLOGICAL SURVEY MARK.  STATION BENCH (SEE DESCRIPTION
 FV1391'THEREOF) IS 3.824 METERS (12.55 FEET) FROM STATION IN AZIMUTH
 FV1391'111 DEG 51 MIN.
 FV1391
 FV1391                          STATION RECOVERY (1962)
 FV1391
 FV1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 FV1391'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY J.C.E.
 FV1391'IN 1951.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0912 ***********************************************************************
 HS0912  DESIGNATION -  2144
 HS0912  PID         -  HS0912
 HS0912  STATE/COUNTY-  CA/TUOLUMNE
 HS0912  USGS QUAD   -  STANDARD (1987)
 HS0912
 HS0912                         *CURRENT SURVEY CONTROL
 HS0912  ___________________________________________________________________
 HS0912* NAD 83(1986)-  37 58 54.     (N)    120 19 55.     (W)     SCALED    
 HS0912* NAVD 88     -       654.924  (meters)    2148.70   (feet)  ADJUSTED  
 HS0912  ___________________________________________________________________
 HS0912  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 HS0912  DYNAMIC HT  -         654.394 (meters)    2146.96  (feet)  COMP
 HS0912  MODELED GRAV-     979,799.1   (mgal)                       NAVD 88
 HS0912
 HS0912  VERT ORDER  -  FIRST     CLASS II
 HS0912
 HS0912.The horizontal coordinates were scaled from a topographic map and have
 HS0912.an estimated accuracy of +/- 6 seconds.
 HS0912
 HS0912.The orthometric height was determined by differential leveling
 HS0912.and adjusted in December 1997.
 HS0912
 HS0912.The geoid height was determined by GEOID03.
 HS0912
 HS0912.The dynamic height is computed by dividing the NAVD 88
 HS0912.geopotential number by the normal gravity value computed on the
 HS0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0912.degrees latitude (g = 980.6199 gals.).
 HS0912
 HS0912.The modeled gravity was interpolated from observed gravity values.
 HS0912
 HS0912;                    North         East    Units  Estimated Accuracy
 HS0912;SPC CA 3     -   664,450.    2,014,760.      MT  (+/- 180 meters Scaled)
 HS0912
 HS0912                          SUPERSEDED SURVEY CONTROL
 HS0912
 HS0912  NGVD 29 (??/??/92)  654.154  (m)         2146.17   (f) ADJ UNCH    1 2
 HS0912
 HS0912.Superseded values are not recommended for survey control.
 HS0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0912.See file dsdata.txt to determine how the superseded data were derived.
 HS0912
 HS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH343071(NAD 83)
 HS0912_MARKER: P = PIPE CAP
 HS0912_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0912_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0912_STAMPING: 2146.347 2
 HS0912_MARK LOGO: USGS  
 HS0912_PROJECTION: PROJECTING 5 CENTIMETERS
 HS0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0912
 HS0912  HISTORY     - Date     Condition        Report By
 HS0912  HISTORY     - UNK      MONUMENTED       USGS
 HS0912  HISTORY     - 1957     GOOD             CGS
 HS0912  HISTORY     - 1979     GOOD             NGS
 HS0912  HISTORY     - 20081011 GOOD             GEOCAC
 HS0912
 HS0912                          STATION DESCRIPTION
 HS0912
 HS0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HS0912'3.3 MI E FROM SONORA.
 HS0912'2.3 MILES EAST ALONG STATE HIGHWAY 108 FROM THE SONORA INN AT
 HS0912'SONORA, THENCE 1.0 MILE NORTHEAST ALONG A PAVED ROAD, IN R 15 E,
 HS0912'T 2 N, IN THE SOUTHEAST QUARTER OF SECTION 33, AT THE Y JUNCTION
 HS0912'OF A PAVED ROAD LEADING SOUTHEAST, 42 FEET SOUTHEAST OF THE
 HS0912'CENTER LINE OF THE ROAD LEADING NORTHEAST, 20 FEET NORTHEAST OF THE
 HS0912'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 11.9 FEET SOUTHEAST OF
 HS0912'THE SOUTHWEST CORNER OF A ROCK WALL, 2.8 FEET SOUTHWEST OF THE
 HS0912'SOUTHWEST FACE OF THE WALL, ABOUT 5 FEET HIGHER THAN THE ROAD
 HS0912'LEADING SOUTHEAST, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 HS0912'PIPE WHICH PROJECTS 1.8 FEET ABOVE THE GROUND.
 HS0912
 HS0912                          STATION RECOVERY (1979)
 HS0912
 HS0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HS0912'2.7 MILES EAST ALONG STATE HIGHWAY 108 FROM THE SONORA INN AT SONORA,
 HS0912'THENCE 0.8 MILE NORTHEAST ALONG PHOENIX LAKE ROAD, AT THE Y-JUNCTION
 HS0912'OF PEACEFUL VALLEY ROAD, 78 FEET EAST OF THE CENTERLINES OF THE
 HS0912'JUNCTION, 42 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 20 FEET
 HS0912'NORTHEAST OF THE CENTERLINE OF PEACEFUL VALLEY ROAD, 11.9 FEET
 HS0912'SOUTHEAST OF THE SOUTHWEST CORNER OF A ROCK FENCE AND 2.8 FEET
 HS0912'SOUTHWEST OF THE SOUTHWEST EDGE OF A ROCK FENCE.
 HS0912'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 HS0912'THE MARK IS 5 FT ABOVE PEACEFUL VALLEY ROAD.
 HS0912
 HS0912                          STATION RECOVERY (2008)
 HS0912
 HS0912'RECOVERY NOTE BY GEOCACHING 2008 (PFW)
 HS0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0512 ***********************************************************************
 JS0512  DESIGNATION -  2146 65 4 B CAHD
 JS0512  PID         -  JS0512
 JS0512  STATE/COUNTY-  CA/EL DORADO
 JS0512  USGS QUAD   -  PLACERVILLE (1973)
 JS0512
 JS0512                         *CURRENT SURVEY CONTROL
 JS0512  ___________________________________________________________________
 JS0512* NAD 83(1986)-  38 43 48.     (N)    120 45 57.     (W)     SCALED    
 JS0512* NAVD 88     -       655.30   (+/-2cm)    2149.9    (feet)  VERTCON   
 JS0512  ___________________________________________________________________
 JS0512  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 JS0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0512
 JS0512.The horizontal coordinates were scaled from a topographic map and have
 JS0512.an estimated accuracy of +/- 6 seconds.
 JS0512
 JS0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0512.The vertical order pertains to the NGVD 29 superseded value.
 JS0512
 JS0512.The geoid height was determined by GEOID03.
 JS0512
 JS0512;                    North         East    Units  Estimated Accuracy
 JS0512;SPC CA 2     -   618,770.    2,107,310.      MT  (+/- 180 meters Scaled)
 JS0512
 JS0512                          SUPERSEDED SURVEY CONTROL
 JS0512
 JS0512  NGVD 29 (??/??/92)  654.451  (m)         2147.14   (f) ADJ UNCH    2 0
 JS0512
 JS0512.Superseded values are not recommended for survey control.
 JS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0512.See file dsdata.txt to determine how the superseded data were derived.
 JS0512
 JS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH942891(NAD 83)
 JS0512_MARKER: S = SPIKE
 JS0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0512_SP_SET: OAK TREE
 JS0512_STAMPING: 1932
 JS0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0512
 JS0512  HISTORY     - Date     Condition        Report By
 JS0512  HISTORY     - UNK      MONUMENTED       CADH
 JS0512  HISTORY     - 1932     GOOD             NGS
 JS0512
 JS0512                          STATION DESCRIPTION
 JS0512
 JS0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 JS0512'2 MI E FROM PLACERVILLE.
 JS0512'2.0 MILES EAST ALONG U.S. HIGHWAY 50 FROM PLACERVILLE, EL DORADO
 JS0512'COUNTY, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 JS0512'THE SOUTH SIDE OF A 3-1/2 FOOT OAK TREE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0165 ***********************************************************************
 DY0165  DESIGNATION -  215 C OF LB
 DY0165  PID         -  DY0165
 DY0165  STATE/COUNTY-  CA/LOS ANGELES
 DY0165  USGS QUAD   -  LONG BEACH (1981)
 DY0165
 DY0165                         *CURRENT SURVEY CONTROL
 DY0165  ___________________________________________________________________
 DY0165* NAD 83(1986)-  33 45 51.     (N)    118 13 40.     (W)     SCALED    
 DY0165* NAVD 88     -        -2.90   (+/-2cm)      -9.5    (feet)  VERTCON   
 DY0165  ___________________________________________________________________
 DY0165  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0165  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0165
 DY0165.The horizontal coordinates were scaled from a topographic map and have
 DY0165.an estimated accuracy of +/- 6 seconds.
 DY0165
 DY0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0165.The vertical order pertains to the NGVD 29 superseded value.
 DY0165
 DY0165.The geoid height was determined by GEOID03.
 DY0165
 DY0165;                    North         East    Units  Estimated Accuracy
 DY0165;SPC CA 5     -   529,330.    1,978,900.      MT  (+/- 180 meters Scaled)
 DY0165
 DY0165                          SUPERSEDED SURVEY CONTROL
 DY0165
 DY0165  NGVD 29 (??/??/92)   -3.708  (m)          -12.17   (f) ADJ UNCH    1 2
 DY0165
 DY0165.Superseded values are not recommended for survey control.
 DY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0165.See file dsdata.txt to determine how the superseded data were derived.
 DY0165
 DY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT863366(NAD 83)
 DY0165_MARKER: DD = SURVEY DISK
 DY0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0165_STAMPING: 19+99.34 9.973 215
 DY0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0165+STABILITY: SURFACE MOTION
 DY0165
 DY0165  HISTORY     - Date     Condition        Report By
 DY0165  HISTORY     - UNK      MONUMENTED       CA1970
 DY0165  HISTORY     - 1954     GOOD             NGS
 DY0165
 DY0165                          STATION DESCRIPTION
 DY0165
 DY0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0165'AT LONG BEACH.
 DY0165'AT LONG BEACH, ON TERMINAL ISLAND, 0.1 MILE NORTHEAST OF THE
 DY0165'T JUNCTION OF SEASIDE AVENUE AND THE ENTRANCE ROAD TO SHIPYARD
 DY0165'GATE 5, 0.1 MILE WEST OF THE SOUTHERN CALIFORNIA EDISON COMPANY
 DY0165'PLANT BUILDING 3 WITH FOUR SMOKE STACKS, AT A 2-FOOT-HIGH CONCRETE
 DY0165'WALL MARKED 6.G.1. AROUND A GROUP OF OIL TANKS, 25.8 FEET NORTHEAST
 DY0165'OF THE NORTHWEST CORNER OF THE WALL, 12.5 FEET NORTH OF THE NORTH
 DY0165'WALL, 5.2 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK,
 DY0165'1.5 FEET BELOW THE SURFACE OF THE GROUND, AND SET IN THE TOP
 DY0165'OF A CONCRETE POST ENCASED BY A 10-INCH METAL PIPE WITH A METAL
 DY0165'UNMARKED COVER.  NOTE-- THE DISK IS SLANTING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1228 ***********************************************************************
 DY1228  DESIGNATION -  215.0
 DY1228  PID         -  DY1228
 DY1228  STATE/COUNTY-  CA/LOS ANGELES
 DY1228  USGS QUAD   -  REDONDO BEACH (1981)
 DY1228
 DY1228                         *CURRENT SURVEY CONTROL
 DY1228  ___________________________________________________________________
 DY1228* NAD 83(1986)-  33 46 22.     (N)    118 24 55.     (W)     SCALED    
 DY1228* NAVD 88     -        66.28   (+/-2cm)     217.5    (feet)  VERTCON   
 DY1228  ___________________________________________________________________
 DY1228  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DY1228  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1228
 DY1228.The horizontal coordinates were scaled from a topographic map and have
 DY1228.an estimated accuracy of +/- 6 seconds.
 DY1228
 DY1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1228.The vertical order pertains to the NGVD 29 superseded value.
 DY1228
 DY1228.The geoid height was determined by GEOID03.
 DY1228
 DY1228;                    North         East    Units  Estimated Accuracy
 DY1228;SPC CA 5     -   530,340.    1,961,530.      MT  (+/- 180 meters Scaled)
 DY1228
 DY1228                          SUPERSEDED SURVEY CONTROL
 DY1228
 DY1228  NGVD 29 (??/??/92)   65.54   (m)          215.0    (f) COMPUTED    1 2
 DY1228
 DY1228.Superseded values are not recommended for survey control.
 DY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1228.See file dsdata.txt to determine how the superseded data were derived.
 DY1228
 DY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689378(NAD 83)
 DY1228_MARKER: X = CHISELED CROSS
 DY1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1228_SP_SET: CATCH BASIN
 DY1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1228
 DY1228  HISTORY     - Date     Condition        Report By
 DY1228  HISTORY     - UNK      MONUMENTED       RBNF
 DY1228  HISTORY     - 1960     MARK NOT FOUND   NGS
 DY1228
 DY1228                          STATION DESCRIPTION
 DY1228
 DY1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1228'3 MI S FROM PALOS VERDES ESTATES.
 DY1228'3.0 MILES SOUTH ALONG WEST PALOS VERDES DRIVE FROM MALAGA
 DY1228'PLAZA AT PALOS VERDES ESTATES, 2.2 MILES NORTH OF THE POINT VICENTE
 DY1228'LIGHTHOUSE, ON THE SLOPE OF A HILL, 44 FEET EAST OF THE CENTERLINE
 DY1228'OF THE DRIVE, 59 FEET EAST OF THE EAST END OF A CATCH BASIN,
 DY1228'IN THE TOP OF A EAST AND WEST CONCRETE CURBING OF THE NORTH
 DY1228'END OF AN UNDEVELOPED PLAZA, IN CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0662 ***********************************************************************
 JS0662  DESIGNATION -  2152 USFS
 JS0662  PID         -  JS0662
 JS0662  STATE/COUNTY-  CA/EL DORADO
 JS0662  USGS QUAD   -  TUNNEL HILL (1973)
 JS0662
 JS0662                         *CURRENT SURVEY CONTROL
 JS0662  ___________________________________________________________________
 JS0662* NAD 83(1986)-  38 58 51.     (N)    120 41 33.     (W)     SCALED    
 JS0662* NAVD 88     -       656.58   (+/-2cm)    2154.1    (feet)  VERTCON   
 JS0662  ___________________________________________________________________
 JS0662  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JS0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0662
 JS0662.The horizontal coordinates were scaled from a topographic map and have
 JS0662.an estimated accuracy of +/- 6 seconds.
 JS0662
 JS0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0662.The vertical order pertains to the NGVD 29 superseded value.
 JS0662
 JS0662.The geoid height was determined by GEOID03.
 JS0662
 JS0662;                    North         East    Units  Estimated Accuracy
 JS0662;SPC CA 2     -   646,690.    2,113,280.      MT  (+/- 180 meters Scaled)
 JS0662
 JS0662                          SUPERSEDED SURVEY CONTROL
 JS0662
 JS0662  NGVD 29 (??/??/92)  655.694  (m)         2151.22   (f) ADJ UNCH    2 0
 JS0662
 JS0662.Superseded values are not recommended for survey control.
 JS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0662.See file dsdata.txt to determine how the superseded data were derived.
 JS0662
 JS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ998171(NAD 83)
 JS0662_MARKER: Z = SEE DESCRIPTION
 JS0662_SETTING: 66 = SET IN ROCK OUTCROP
 JS0662_SP_SET: ROCK LEDGE
 JS0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0662+STABILITY: POSITION/ELEVATION WELL
 JS0662
 JS0662  HISTORY     - Date     Condition        Report By
 JS0662  HISTORY     - UNK      MONUMENTED       USFS
 JS0662  HISTORY     - 1952     GOOD             NGS
 JS0662
 JS0662                          STATION DESCRIPTION
 JS0662
 JS0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JS0662'15.2 MI NE FROM GEORGETOWN.
 JS0662'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0662'POST OFFICE AT GEORGETOWN, THENCE 6.7 MILES NORTHEAST ALONG THE
 JS0662'RALSTON RIDGE ROAD, A CHISELED POINT ON TOP OF A SMALL LEDGE OF
 JS0662'A LARGE OUTCROP, 5.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JS0662'ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 JS0662'WHITE PAINTED LETTERS AND NUMBERS USFS 2152 BM ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0431 ***********************************************************************
 FU0431  DESIGNATION -  2152 USGS
 FU0431  PID         -  FU0431
 FU0431  STATE/COUNTY-  CA/KERN
 FU0431  USGS QUAD   -  CINCO (1994)
 FU0431
 FU0431                         *CURRENT SURVEY CONTROL
 FU0431  ___________________________________________________________________
 FU0431* NAD 83(1986)-  35 15 36.     (N)    118 02 11.     (W)     SCALED    
 FU0431* NAVD 88     -       657.000  (meters)    2155.51   (feet)  ADJUSTED  
 FU0431  ___________________________________________________________________
 FU0431  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 FU0431  DYNAMIC HT  -         656.266 (meters)    2153.10  (feet)  COMP
 FU0431  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 FU0431
 FU0431  VERT ORDER  -  FIRST     CLASS II
 FU0431
 FU0431.The horizontal coordinates were scaled from a topographic map and have
 FU0431.an estimated accuracy of +/- 6 seconds.
 FU0431
 FU0431.The orthometric height was determined by differential leveling
 FU0431.and adjusted in June 1991.
 FU0431.WARNING-Repeat measurements at this control monument indicate possible
 FU0431.vertical movement.
 FU0431
 FU0431.The geoid height was determined by GEOID03.
 FU0431
 FU0431.The dynamic height is computed by dividing the NAVD 88
 FU0431.geopotential number by the normal gravity value computed on the
 FU0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0431.degrees latitude (g = 980.6199 gals.).
 FU0431
 FU0431.The modeled gravity was interpolated from observed gravity values.
 FU0431
 FU0431;                    North         East    Units  Estimated Accuracy
 FU0431;SPC CA 5     -   695,230.    1,996,690.      MT  (+/- 180 meters Scaled)
 FU0431
 FU0431                          SUPERSEDED SURVEY CONTROL
 FU0431
 FU0431  NGVD 29 (??/??/92)  656.241  (m)         2153.02   (f) ADJ UNCH    1 2
 FU0431
 FU0431.Superseded values are not recommended for survey control.
 FU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0431.See file dsdata.txt to determine how the superseded data were derived.
 FU0431
 FU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV057023(NAD 83)
 FU0431_MARKER: P = PIPE CAP
 FU0431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0431_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0431_STAMPING: 2152 RAF 1905 5 B
 FU0431_MARK LOGO: USGS  
 FU0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0431
 FU0431  HISTORY     - Date     Condition        Report By
 FU0431  HISTORY     - 1905     MONUMENTED       USGS
 FU0431  HISTORY     - 1962     GOOD             NGS
 FU0431  HISTORY     - 1977     GOOD             NGS
 FU0431  HISTORY     - 1983     GOOD             NGS
 FU0431
 FU0431                          STATION DESCRIPTION
 FU0431
 FU0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FU0431'17.6 MI N FROM MOJAVE.
 FU0431'17.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0431'FROM THE STATION AT MOJAVE, 159 FEET WEST-SOUTHWEST AND ACROSS
 FU0431'THE TRACK FROM THE EIGHTH POLE NORTH OF MILEPOLE 397, 111.5 FEET
 FU0431'WEST-SOUTHWEST OF THE WEST-SOUTHWEST RAIL, 2.0 FEET NORTHEAST
 FU0431'OF AN IRON POST WHICH PROJECTS 5 FEET ABOVE THE GROUND, 13 FEET
 FU0431'WEST-SOUTHWEST OF THE CENTER OF A WASH, ABOUT LEVEL WITH THE
 FU0431'TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 FU0431'1.5 FEET ABOVE THE GROUND.
 FU0431
 FU0431                          STATION RECOVERY (1977)
 FU0431
 FU0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0431'17.6 MILES NORTHEAST ALONG SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 FU0431'STATION AT MOJAVE, 0.25 MILE NORTH OF MILEPOLE 397, 0.15 MILE NORTH OF
 FU0431'A PRIVATE GRAVEL ROAD CROSSING, 113.1 FT. WEST OF WEST RAIL, 2 FT.
 FU0431'NORTHEAST OF A PIPE THAT PROJECTS 5 FT. ABOVE THE GROUND, RIVETED ON
 FU0431'THE TOP OF A 3.5-INCH PIPE THAT PROJECTS 1.5 FT. ABOVE THE GROUND.
 FU0431
 FU0431                          STATION RECOVERY (1983)
 FU0431
 FU0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FU0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0163 ***********************************************************************
 DY0163  DESIGNATION -  216 C OF LB
 DY0163  PID         -  DY0163
 DY0163  STATE/COUNTY-  CA/LOS ANGELES
 DY0163  USGS QUAD   -  LONG BEACH (1981)
 DY0163
 DY0163                         *CURRENT SURVEY CONTROL
 DY0163  ___________________________________________________________________
 DY0163* NAD 83(1986)-  33 45 51.     (N)    118 13 40.     (W)     SCALED    
 DY0163* NAVD 88     -        -3.20   (+/-2cm)     -10.5    (feet)  VERTCON   
 DY0163  ___________________________________________________________________
 DY0163  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0163  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0163
 DY0163.The horizontal coordinates were scaled from a topographic map and have
 DY0163.an estimated accuracy of +/- 6 seconds.
 DY0163
 DY0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0163.The vertical order pertains to the NGVD 29 superseded value.
 DY0163
 DY0163.The geoid height was determined by GEOID03.
 DY0163
 DY0163;                    North         East    Units  Estimated Accuracy
 DY0163;SPC CA 5     -   529,330.    1,978,900.      MT  (+/- 180 meters Scaled)
 DY0163
 DY0163                          SUPERSEDED SURVEY CONTROL
 DY0163
 DY0163  NGVD 29 (??/??/92)   -4.015  (m)          -13.17   (f) ADJ UNCH    1 2
 DY0163
 DY0163.Superseded values are not recommended for survey control.
 DY0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0163.See file dsdata.txt to determine how the superseded data were derived.
 DY0163
 DY0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT863366(NAD 83)
 DY0163_MARKER: DD = SURVEY DISK
 DY0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0163_STAMPING: 15+90.69 216 9.529
 DY0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0163+STABILITY: SURFACE MOTION
 DY0163
 DY0163  HISTORY     - Date     Condition        Report By
 DY0163  HISTORY     - UNK      MONUMENTED       CA1970
 DY0163  HISTORY     - 1954     GOOD             NGS
 DY0163
 DY0163                          STATION DESCRIPTION
 DY0163
 DY0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0163'AT LONG BEACH.
 DY0163'AT LONG BEACH, ON TERMINAL ISLAND, ABOUT 90 YARDS NORTH ALONG
 DY0163'THE ENTRANCE ROAD TO THE SOUTHERN CALIFORNIA EDISON COMPANY STEAM
 DY0163'PLANT FROM THE CENTER LINE OF SEASIDE AVENUE, ABOUT 65 YARDS
 DY0163'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PLANT BUILDING WITH FOUR
 DY0163'SMOKE STACKS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF THE
 DY0163'ENTRANCE ROAD AND AN EAST-WEST ROAD, 79 FEET SOUTH OF THE
 DY0163'APPROXIMATE CENTER OF THE GATE TO THE PLANT, 28 1/2 FEET NORTHEAST
 DY0163'OF A RIGHT ANGLE IN A 4-INCH PIPE LINE, 22 1/2 FEET SOUTH OF THE
 DY0163'CENTER LINE OF THE EAST-WEST ROAD, 17 1/2 FEET WEST OF THE
 DY0163'CENTER LINE OF THE ENTRANCE ROAD, 2 FEET UNDERGROUND, AND SET IN
 DY0163'THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A
 DY0163'10-INCH PIPE WITH NO COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0742 ***********************************************************************
 JS0742  DESIGNATION -  216 CAGS
 JS0742  PID         -  JS0742
 JS0742  STATE/COUNTY-  CA/SACRAMENTO
 JS0742  USGS QUAD   -  BUFFALO CREEK (1980)
 JS0742
 JS0742                         *CURRENT SURVEY CONTROL
 JS0742  ___________________________________________________________________
 JS0742* NAD 83(1986)-  38 32 04.     (N)    121 11 13.     (W)     SCALED    
 JS0742* NAVD 88     -        66.69   (+/-2cm)     218.8    (feet)  VERTCON   
 JS0742  ___________________________________________________________________
 JS0742  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JS0742  VERT ORDER  -  THIRD (See Below)
 JS0742
 JS0742.The horizontal coordinates were scaled from a topographic map and have
 JS0742.an estimated accuracy of +/- 6 seconds.
 JS0742
 JS0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0742.The vertical order pertains to the NGVD 29 superseded value.
 JS0742
 JS0742.The geoid height was determined by GEOID03.
 JS0742
 JS0742;                    North         East    Units  Estimated Accuracy
 JS0742;SPC CA 2     -   596,650.    2,070,890.      MT  (+/- 180 meters Scaled)
 JS0742
 JS0742                          SUPERSEDED SURVEY CONTROL
 JS0742
 JS0742  NGVD 29 (??/??/??)   65.95   (m)          216.4    (f) RESET       3  
 JS0742
 JS0742.Superseded values are not recommended for survey control.
 JS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0742.See file dsdata.txt to determine how the superseded data were derived.
 JS0742
 JS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH580666(NAD 83)
 JS0742_MARKER: DB = BENCH MARK DISK
 JS0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0742_STAMPING: 216
 JS0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0742+STABILITY: SURFACE MOTION
 JS0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0742+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 JS0742
 JS0742  HISTORY     - Date     Condition        Report By
 JS0742  HISTORY     - UNK      MONUMENTED       CGS
 JS0742  HISTORY     - 1949     GOOD             NGS
 JS0742  HISTORY     - 20040412 GOOD             CADT
 JS0742
 JS0742                          STATION DESCRIPTION
 JS0742
 JS0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0742'4.4 MI N FROM SLOUGHHOUSE.
 JS0742'1.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 JS0742'SLOUGHHOUSE, THENCE 2.8 MILES NORTHEAST ALONG DAYLOR GRANT ROAD,
 JS0742'ON THE OUTSIDE OF A CURVE, ABOUT 185 YARDS SOUTH OF A 36-INCH
 JS0742'CORRUGATED METAL CULVERT, 60 FEET SOUTH OF THE CENTER LINE OF
 JS0742'A TRACK ROAD LEADING EAST, 38 FEET SOUTHEAST OF THE CENTER
 JS0742'LINE OF THE ROAD, 5 FEET EAST OF POWER LINE POLE 5/1, 3.0 FEET
 JS0742'WEST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 JS0742'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JS0742'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JS0742
 JS0742                          STATION RECOVERY (2004)
 JS0742
 JS0742'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0562 ***********************************************************************
 KT0562  DESIGNATION -  2167.4 USGS
 KT0562  PID         -  KT0562
 KT0562  STATE/COUNTY-  CA/LAKE
 KT0562  USGS QUAD   -  BARTLETT SPRINGS (1989)
 KT0562
 KT0562                         *CURRENT SURVEY CONTROL
 KT0562  ___________________________________________________________________
 KT0562* NAD 83(1986)-  39 10 59.     (N)    122 43 02.     (W)     SCALED    
 KT0562* NAVD 88     -       636.07   (+/-2cm)    2086.8    (feet)  VERTCON   
 KT0562  ___________________________________________________________________
 KT0562  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 KT0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0562
 KT0562.The horizontal coordinates were scaled from a topographic map and have
 KT0562.an estimated accuracy of +/- 6 seconds.
 KT0562
 KT0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0562.The vertical order pertains to the NGVD 29 superseded value.
 KT0562
 KT0562.The geoid height was determined by GEOID03.
 KT0562
 KT0562;                    North         East    Units  Estimated Accuracy
 KT0562;SPC CA 2     -   668,570.    1,938,040.      MT  (+/- 180 meters Scaled)
 KT0562
 KT0562                          SUPERSEDED SURVEY CONTROL
 KT0562
 KT0562  NGVD 29 (??/??/92)  635.170  (m)         2083.89   (f) ADJ UNCH    2 0
 KT0562
 KT0562.Superseded values are not recommended for survey control.
 KT0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0562.See file dsdata.txt to determine how the superseded data were derived.
 KT0562
 KT0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ244371(NAD 83)
 KT0562_MARKER: N = NAIL
 KT0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0562_SP_SET: TREE
 KT0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0562
 KT0562  HISTORY     - Date     Condition        Report By
 KT0562  HISTORY     - UNK      MONUMENTED       USGS
 KT0562  HISTORY     - 1966     GOOD             NGS
 KT0562
 KT0562                          STATION DESCRIPTION
 KT0562
 KT0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0562'0.8 MI SW FROM BARTLETT SPRINGS.
 KT0562'0.8 MILE SOUTHWEST ALONG BARTLETT SPRINGS ROAD FROM BARTLETT
 KT0562'SPRINGS, IN THE TOP OF A STEP CUT IN THE ROOT ON THE NORTHWEST SIDE
 KT0562'OF AN 80-INCH OAK TREE, 17 FEET SOUTHEAST OF THE CENTERLINE
 KT0562'OF THE ROAD, 2.9 FEET NORTHWEST OF A FENCE LINE ON THE NORTHWEST
 KT0562'SIDE OF THE TREE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0162 ***********************************************************************
 DY0162  DESIGNATION -  217 C OF LB
 DY0162  PID         -  DY0162
 DY0162  STATE/COUNTY-  CA/LOS ANGELES
 DY0162  USGS QUAD   -  LONG BEACH (1981)
 DY0162
 DY0162                         *CURRENT SURVEY CONTROL
 DY0162  ___________________________________________________________________
 DY0162* NAD 83(1986)-  33 45 47.     (N)    118 13 36.     (W)     SCALED    
 DY0162* NAVD 88     -         0.03   (+/-2cm)       0.1    (feet)  VERTCON   
 DY0162  ___________________________________________________________________
 DY0162  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0162  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0162
 DY0162.The horizontal coordinates were scaled from a topographic map and have
 DY0162.an estimated accuracy of +/- 6 seconds.
 DY0162
 DY0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0162.The vertical order pertains to the NGVD 29 superseded value.
 DY0162
 DY0162.The geoid height was determined by GEOID03.
 DY0162
 DY0162;                    North         East    Units  Estimated Accuracy
 DY0162;SPC CA 5     -   529,200.    1,979,000.      MT  (+/- 180 meters Scaled)
 DY0162
 DY0162                          SUPERSEDED SURVEY CONTROL
 DY0162
 DY0162  NGVD 29 (??/??/92)   -0.780  (m)           -2.56   (f) ADJ UNCH    1 2
 DY0162
 DY0162.Superseded values are not recommended for survey control.
 DY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0162.See file dsdata.txt to determine how the superseded data were derived.
 DY0162
 DY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864365(NAD 83)
 DY0162_MARKER: DD = SURVEY DISK
 DY0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0162_STAMPING: 217 9.735 13+5805
 DY0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0162+STABILITY: SURFACE MOTION
 DY0162
 DY0162  HISTORY     - Date     Condition        Report By
 DY0162  HISTORY     - UNK      MONUMENTED       CA1970
 DY0162  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0162
 DY0162                          STATION DESCRIPTION
 DY0162
 DY0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0162'AT TERMINAL ISLAND.
 DY0162'ON TERMINAL ISLAND, ABOUT 1500 FEET WEST OF THE EAST END OF THE
 DY0162'ISLAND, ON THE UNION PACIFIC RAILROAD, 76 YARDS EAST OF THE
 DY0162'CROSSING OF A ROAD LEADING TO THE SOUTHERN CALIFORNIA EDISON CO.
 DY0162'PLANT, 48 FEET SOUTHEAST OF THE CONCRETE BASE OF THE STEEL TOWER
 DY0162'OF UPRR OIL WELL E 22, 31 FEET WEST OF THE PROJECTING LINE OF
 DY0162'THE WEST FACE OF BUILDING 3 OF THE S.C.E. CO. PLANT, 7.8 FEET
 DY0162'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET
 DY0162'LOWER THAN THE TRACK.  A LONG BEACH HARBOR DEPARTMENT STANDARD
 DY0162'DISK, STAMPED 217 9.735 13+5805 AND SET IN THE TOP OF A CONCRETE
 DY0162'POST ABOUT 2 FEET UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 DY0162'A 6-INCH IRON PIPE WITH A COVER MARKED LBBM.  NOTE-- THE OIL WELL
 DY0162'MENTIONED IN LITHO LIST DATED JULY 10, 1947 HAS BEEN ABANDONED.
 DY0162'THE TRACK ALSO MENTIONED HAS BEEN TORN OUT AND FILLED IN MAKING
 DY0162'A ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2477 ***********************************************************************
 FU2477  DESIGNATION -  217 DWR
 FU2477  PID         -  FU2477
 FU2477  STATE/COUNTY-  CA/KERN
 FU2477  USGS QUAD   -  PENTLAND (1973)
 FU2477
 FU2477                         *CURRENT SURVEY CONTROL
 FU2477  ___________________________________________________________________
 FU2477* NAD 83(1986)-  35 05 03.     (N)    119 16 42.     (W)     SCALED    
 FU2477* NAVD 88     -       151.37   (+/-2cm)     496.6    (feet)  VERTCON   
 FU2477  ___________________________________________________________________
 FU2477  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 FU2477  VERT ORDER  -  THIRD (See Below)
 FU2477
 FU2477.The horizontal coordinates were scaled from a topographic map and have
 FU2477.an estimated accuracy of +/- 6 seconds.
 FU2477
 FU2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2477.The vertical order pertains to the NGVD 29 superseded value.
 FU2477
 FU2477.The geoid height was determined by GEOID03.
 FU2477
 FU2477;                    North         East    Units  Estimated Accuracy
 FU2477;SPC CA 5     -   676,470.    1,883,430.      MT  (+/- 180 meters Scaled)
 FU2477
 FU2477                          SUPERSEDED SURVEY CONTROL
 FU2477
 FU2477  NGVD 29 (??/??/??)  150.61   (m)          494.1    (f) RESET       3  
 FU2477
 FU2477.Superseded values are not recommended for survey control.
 FU2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2477.See file dsdata.txt to determine how the superseded data were derived.
 FU2477
 FU2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU922847(NAD 83)
 FU2477_MARKER: DD = SURVEY DISK
 FU2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2477_STAMPING: 217 BM 1959
 FU2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2477+STABILITY: SURFACE MOTION
 FU2477
 FU2477  HISTORY     - Date     Condition        Report By
 FU2477  HISTORY     - 1959     MONUMENTED       CADWR
 FU2477  HISTORY     - 1964     GOOD             NGS
 FU2477  HISTORY     - 1966     GOOD             NGS
 FU2477
 FU2477                          STATION DESCRIPTION
 FU2477
 FU2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2477'9.5 MI NE FROM MARICOPA.
 FU2477'4.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF STATE
 FU2477'HIGHWAY 33 AT MARICOPA, THENCE 2.5 MILES NORTH ALONG BASIC
 FU2477'SCHOOL ROAD, THENCE 0.85 MILES EAST ALONG COPUS ROAD THENCE
 FU2477'1.35 MILES SOUTHEAST ALONG A TRACK ROAD FOLLOWING A PIPE LINE
 FU2477'AND TELEPHONE POLE LINE, AT THE JUNCTION OF A NORTH-SOUTH TRACK
 FU2477'ROAD, 0.6 MILE NORTH OF BENCH MARK N 1053, 82 FEET WEST OF THE
 FU2477'CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE CENTER LINE OF
 FU2477'THE ROAD, 2 FEET WEST OF POWER LINE POLE 106 L 2, 2.4 FEET EAST
 FU2477'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 FU2477'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FU2477
 FU2477                          STATION RECOVERY (1966)
 FU2477
 FU2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0333 ***********************************************************************
 HT0333  DESIGNATION -  217 SFWD
 HT0333  PID         -  HT0333
 HT0333  STATE/COUNTY-  CA/ALAMEDA
 HT0333  USGS QUAD   -  NEWARK (1997)
 HT0333
 HT0333                         *CURRENT SURVEY CONTROL
 HT0333  ___________________________________________________________________
 HT0333* NAD 83(1986)-  37 31 31.     (N)    122 03 24.     (W)     SCALED    
 HT0333* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 HT0333  ___________________________________________________________________
 HT0333  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HT0333  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0333
 HT0333.The horizontal coordinates were scaled from a topographic map and have
 HT0333.an estimated accuracy of +/- 6 seconds.
 HT0333
 HT0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0333.The vertical order pertains to the NGVD 29 superseded value.
 HT0333
 HT0333.The geoid height was determined by GEOID03.
 HT0333
 HT0333;                    North         East    Units  Estimated Accuracy
 HT0333;SPC CA 3     -   614,930.    1,862,410.      MT  (+/- 180 meters Scaled)
 HT0333
 HT0333                          SUPERSEDED SURVEY CONTROL
 HT0333
 HT0333  NGVD 29 (??/??/92)    1.377  (m)            4.52   (f) ADJ UNCH    1 2
 HT0333
 HT0333.Superseded values are not recommended for survey control.
 HT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0333.See file dsdata.txt to determine how the superseded data were derived.
 HT0333
 HT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG833535(NAD 83)
 HT0333_MARKER: DS = TRIANGULATION STATION DISK
 HT0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0333_STAMPING: 217
 HT0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0333+STABILITY: SURFACE MOTION
 HT0333
 HT0333  HISTORY     - Date     Condition        Report By
 HT0333  HISTORY     - UNK      MONUMENTED       CA3290
 HT0333  HISTORY     - 1956     GOOD             NGS
 HT0333  HISTORY     - 1967     GOOD             NGS
 HT0333
 HT0333                          STATION DESCRIPTION
 HT0333
 HT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0333'1.1 MI W FROM NEWARK.
 HT0333'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0333'FROM THE STATION AT NEWARK, THENCE 0.7 MILE WEST ALONG THORNTON
 HT0333'AVENUE, THENCE 0.3 MILE WEST ALONG DUMBARTON ROAD, 0.1 MILE EAST
 HT0333'OF THE T JUNCTION OF MATHEWS ROAD LEADING NORTH, AT THE T
 HT0333'JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST TO A LESLIE SALT
 HT0333'COMPANY PLANT, IN LINE WITH A FENCE, 212 FEET SOUTH OF THE CENTER
 HT0333'LINE OF DUMBARTON ROAD, 41.8 FEET SOUTHWEST OF AND ACROSS THE
 HT0333'ROAD FROM BENCH MARK 218 (SFWD), 15 FEET SOUTHWEST OF THE CENTER
 HT0333'LINE OF A PRIVATE ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST
 HT0333'MARKED S.F.W.D. MON., ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 HT0333'TOP OF A CONCRETE POST ENCASED IN A 6-INCH IRON PIPE WHICH
 HT0333'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HT0333
 HT0333                          STATION RECOVERY (1967)
 HT0333
 HT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4899 ***********************************************************************
 EW4899  DESIGNATION -  217+76.02 CAHD
 EW4899  PID         -  EW4899
 EW4899  STATE/COUNTY-  CA/LOS ANGELES
 EW4899  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4899
 EW4899                         *CURRENT SURVEY CONTROL
 EW4899  ___________________________________________________________________
 EW4899* NAD 83(1986)-  34 21 46.     (N)    118 33 21.     (W)     SCALED    
 EW4899* NAVD 88     -       407.87   (+/-2cm)    1338.2    (feet)  VERTCON   
 EW4899  ___________________________________________________________________
 EW4899  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW4899  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4899
 EW4899.The horizontal coordinates were scaled from a topographic map and have
 EW4899.an estimated accuracy of +/- 6 seconds.
 EW4899
 EW4899.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4899.The vertical order pertains to the NGVD 29 superseded value.
 EW4899
 EW4899.The geoid height was determined by GEOID03.
 EW4899
 EW4899;                    North         East    Units  Estimated Accuracy
 EW4899;SPC CA 5     -   595,850.    1,948,870.      MT  (+/- 180 meters Scaled)
 EW4899
 EW4899                          SUPERSEDED SURVEY CONTROL
 EW4899
 EW4899  NGVD 29 (??/??/92)  407.034  (m)         1335.41   (f) ADJ UNCH    1 1
 EW4899
 EW4899.Superseded values are not recommended for survey control.
 EW4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4899.See file dsdata.txt to determine how the superseded data were derived.
 EW4899
 EW4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU569034(NAD 83)
 EW4899_MARKER: DD = SURVEY DISK
 EW4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4899+STABILITY: SURFACE MOTION
 EW4899
 EW4899  HISTORY     - Date     Condition        Report By
 EW4899  HISTORY     - UNK      MONUMENTED       CADH
 EW4899  HISTORY     - 1968     GOOD
 EW4899  HISTORY     - 1971     GOOD             CA1980
 EW4899  HISTORY     - 1973     GOOD             CA-037
 EW4899
 EW4899                          STATION DESCRIPTION
 EW4899
 EW4899'DESCRIBED 1968
 EW4899'1.2 MI SE FROM NEWHALL.
 EW4899'NEWHALL, 1.2 MILES SE OF JUNCTION OF LYONS AVE AND GOLDEN STATE
 EW4899'FREEWAY, AT CENTER LINE CONSTRUCTION STATION 217+76.02 P.O.T.
 EW4899'SET IN THE TOP OF AN IRREGULAR CONCRETE POST 8 INCHES BELOW
 EW4899'THE GROUND SURFACE.
 EW4899
 EW4899                          STATION RECOVERY (1971)
 EW4899
 EW4899'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4899'RECOVERED IN GOOD CONDITION.
 EW4899
 EW4899                          STATION RECOVERY (1973)
 EW4899
 EW4899'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4899'GOLDEN STATE FREEWAY, 1.2 MILES SOUTHEASTERLY ALONG THE FREEWAY FROM
 EW4899'ITS JUNCTION WITH LYONS AVENUE AT CENTER LINE CONSTRUCTION STATION
 EW4899'217+76.02 P.O.T.  SET IN THE TOP OF AN IRREGULAR CONCRETE POST 8
 EW4899'INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0009 ***********************************************************************
 JT0009  DESIGNATION -  217.8
 JT0009  PID         -  JT0009
 JT0009  STATE/COUNTY-  CA/YOLO
 JT0009  USGS QUAD   -  ESPARTO (1993)
 JT0009
 JT0009                         *CURRENT SURVEY CONTROL
 JT0009  ___________________________________________________________________
 JT0009* NAD 83(1986)-  38 42 26.     (N)    122 03 24.     (W)     SCALED    
 JT0009* NAVD 88     -        67.16   (+/-2cm)     220.3    (feet)  VERTCON   
 JT0009  ___________________________________________________________________
 JT0009  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JT0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0009
 JT0009.The horizontal coordinates were scaled from a topographic map and have
 JT0009.an estimated accuracy of +/- 6 seconds.
 JT0009
 JT0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0009.The vertical order pertains to the NGVD 29 superseded value.
 JT0009
 JT0009.The geoid height was determined by GEOID03.
 JT0009
 JT0009;                    North         East    Units  Estimated Accuracy
 JT0009;SPC CA 2     -   615,510.    1,995,070.      MT  (+/- 180 meters Scaled)
 JT0009
 JT0009                          SUPERSEDED SURVEY CONTROL
 JT0009
 JT0009  NGVD 29 (??/??/92)   66.36   (m)          217.7    (f) COMPUTED    2 0
 JT0009
 JT0009.Superseded values are not recommended for survey control.
 JT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0009.See file dsdata.txt to determine how the superseded data were derived.
 JT0009
 JT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH820847(NAD 83)
 JT0009_MARKER: Q = CHISELED SQUARE
 JT0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0009_SP_SET: BUILDING
 JT0009_MARK LOGO: USGS  
 JT0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0009
 JT0009  HISTORY     - Date     Condition        Report By
 JT0009  HISTORY     - UNK      MONUMENTED       USGS
 JT0009  HISTORY     - 1942     GOOD             NGS
 JT0009  HISTORY     - 1966     MARK NOT FOUND   NGS
 JT0009
 JT0009                          STATION DESCRIPTION
 JT0009
 JT0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0009'AT CAPAY.
 JT0009'AT CAPAY, YOLO COUNTY, 150 FEET SOUTHWEST OF B 30 DESCRIBED
 JT0009'BELOW, 45 FEET SOUTH OF THE CENTERLINE OF THE STREET, 8 FEET
 JT0009'NORTH OF THE NORTHEAST CORNER OF A WOODEN BUILDING, AND ON THE
 JT0009'NORTHEAST CORNER OF A CEMENT WALK.  A CHISELED SQUARE.
 JT0009
 JT0009                          STATION RECOVERY (1966)
 JT0009
 JT0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JT0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0275 ***********************************************************************
 EV0275  DESIGNATION -  2175
 EV0275  PID         -  EV0275
 EV0275  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0275  USGS QUAD   -  HINKLEY (1993)
 EV0275
 EV0275                         *CURRENT SURVEY CONTROL
 EV0275  ___________________________________________________________________
 EV0275* NAD 83(1986)-  34 55 40.     (N)    117 09 57.     (W)     SCALED    
 EV0275* NAVD 88     -       663.634  (meters)    2177.27   (feet)  ADJUSTED  
 EV0275  ___________________________________________________________________
 EV0275  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EV0275  DYNAMIC HT  -         662.893 (meters)    2174.84  (feet)  COMP
 EV0275  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 EV0275  OBS GRAVITY -     979,505.7   (mgal)                       GRAV_OBS
 EV0275
 EV0275  VERT ORDER  -  FIRST     CLASS I
 EV0275
 EV0275.The horizontal coordinates were scaled from a topographic map and have
 EV0275.an estimated accuracy of +/- 6 seconds.
 EV0275
 EV0275.The orthometric height was determined by differential leveling
 EV0275.and adjusted in June 1991.
 EV0275.WARNING-Repeat measurements at this control monument indicate possible
 EV0275.vertical movement.
 EV0275
 EV0275.The geoid height was determined by GEOID03.
 EV0275
 EV0275.The dynamic height is computed by dividing the NAVD 88
 EV0275.geopotential number by the normal gravity value computed on the
 EV0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0275.degrees latitude (g = 980.6199 gals.).
 EV0275
 EV0275.The modeled gravity was interpolated from observed gravity values.
 EV0275.The observed gravity was obtained from relative gravimeter ties
 EV0275.to the IGSN71 gravity network.
 EV0275
 EV0275;                    North         East    Units  Estimated Accuracy
 EV0275;SPC CA 5     -   658,690.    2,076,210.      MT  (+/- 180 meters Scaled)
 EV0275
 EV0275                          SUPERSEDED SURVEY CONTROL
 EV0275
 EV0275  NGVD 29 (??/??/92)  662.881  (m)         2174.80   (f) ADJ UNCH    1 1
 EV0275
 EV0275.Superseded values are not recommended for survey control.
 EV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0275.See file dsdata.txt to determine how the superseded data were derived.
 EV0275
 EV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU848650(NAD 83)
 EV0275_MARKER: P = PIPE CAP
 EV0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0275_STAMPING: 2175 B 21 1906
 EV0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0275
 EV0275  HISTORY     - Date     Condition        Report By
 EV0275  HISTORY     - 1906     MONUMENTED       USGS
 EV0275  HISTORY     - 1961     GOOD             NGS
 EV0275  HISTORY     - 1974     GOOD             NGS
 EV0275  HISTORY     - 1977     GOOD             NGS
 EV0275
 EV0275                          STATION DESCRIPTION
 EV0275
 EV0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV0275'8.6 MI W FROM BARSTOW.
 EV0275'8.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0275'FROM THE STATION AT BARSTOW, 0.2 MILE EAST OF THE HINKLEY BIBLE
 EV0275'CHURCH, 0.3 MILE EAST OF THE CROSSING OF MOUNTAIN VIEW ROAD,
 EV0275'53.8 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM MILEPOST
 EV0275'755, 40.7 FEET SOUTH OF THE SOUTH RAIL, 11.7 FEET WEST OF A
 EV0275'TELEPHONE POLE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 5 FEET
 EV0275'LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 EV0275'IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
 EV0275
 EV0275                          STATION RECOVERY (1974)
 EV0275
 EV0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EV0275'RECOVERED IN GOOD CONDITION.
 EV0275
 EV0275                          STATION RECOVERY (1977)
 EV0275
 EV0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0275'0.65 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV0275'THE STATION AT BARSTOW, THENCE 0.15 MILE NORTH ACROSS COUNTRY, THENCE
 EV0275'7.6 MILES NORTHWEST ALONG THE RAILWAY, 0.3 MILE EAST OF THE MOUNTAIN
 EV0275'VIEW ROAD CROSSING, 54 FEET SOUTHWEST OF MILEPOST 755, 40.5 FEET
 EV0275'SOUTH OF THE SOUTH RAIL, 11.5 FEET WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1057 ***********************************************************************
 HS1057  DESIGNATION -  2177 RESET 1961
 HS1057  PID         -  HS1057
 HS1057  STATE/COUNTY-  CA/MARIPOSA
 HS1057  USGS QUAD   -  BEAR VALLEY (1973)
 HS1057
 HS1057                         *CURRENT SURVEY CONTROL
 HS1057  ___________________________________________________________________
 HS1057* NAD 83(1986)-  37 30 29.     (N)    120 02 41.     (W)     SCALED    
 HS1057* NAVD 88     -       665.47   (+/-2cm)    2183.3    (feet)  VERTCON   
 HS1057  ___________________________________________________________________
 HS1057  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HS1057  VERT ORDER  -  THIRD (See Below)
 HS1057
 HS1057.The horizontal coordinates were scaled from a topographic map and have
 HS1057.an estimated accuracy of +/- 6 seconds.
 HS1057
 HS1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1057.The vertical order pertains to the NGVD 29 superseded value.
 HS1057
 HS1057.The geoid height was determined by GEOID03.
 HS1057
 HS1057;                    North         East    Units  Estimated Accuracy
 HS1057;SPC CA 3     -   611,970.    2,040,250.      MT  (+/- 180 meters Scaled)
 HS1057
 HS1057                          SUPERSEDED SURVEY CONTROL
 HS1057
 HS1057  NGVD 29 (08/19/04)  664.70   (m)         2180.8    (f) RESET       3  
 HS1057
 HS1057.Superseded values are not recommended for survey control.
 HS1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1057.See file dsdata.txt to determine how the superseded data were derived.
 HS1057
 HS1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG612553(NAD 83)
 HS1057_MARKER: DD = SURVEY DISK
 HS1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1057_STAMPING: 2177 RESET 1961
 HS1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1057+STABILITY: SURFACE MOTION
 HS1057
 HS1057  HISTORY     - Date     Condition        Report By
 HS1057  HISTORY     - 1961     MONUMENTED       CADH
 HS1057
 HS1057                          STATION DESCRIPTION
 HS1057
 HS1057'DESCRIBED BY CA DIV OF HIGHWAYS 1961
 HS1057'5.4 MI NW FROM MARIPOSA.
 HS1057'5.4 MILES NORTHWEST OF MARIPOSA, ALONG STATE HIGHWAY 49, 120 FEET
 HS1057'EAST OF THE MT. BULLION SCHOOLHOUSE, 46 FEET NORTHEAST OF THE
 HS1057'CENTER OF THE ROAD, 6 FEET FROM RIGHT-OF-WAY FENCE, AND 10
 HS1057'FEET ABOVE LEVEL OF THE ROAD, APPROXIMATELY 1.0 FOOT FROM A
 HS1057'WHITE WITNESS PADDLE ON METAL POST AND THE DISK IS SET ON TOP
 HS1057'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9132 ***********************************************************************
 AH9132  DESIGNATION -  21775
 AH9132  PID         -  AH9132
 AH9132  STATE/COUNTY-  CA/RIVERSIDE
 AH9132  USGS QUAD   -  INDIO (1972)
 AH9132
 AH9132                         *CURRENT SURVEY CONTROL
 AH9132  ___________________________________________________________________
 AH9132* NAD 83(1986)-  33 42 48.     (N)    116 14 57.     (W)     SCALED    
 AH9132* NAVD 88     -         9.800  (meters)      32.15   (feet)  ADJUSTED  
 AH9132  ___________________________________________________________________
 AH9132  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH9132  DYNAMIC HT  -           9.789 (meters)      32.12  (feet)  COMP
 AH9132  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 AH9132
 AH9132  VERT ORDER  -  FIRST     CLASS II
 AH9132
 AH9132.The horizontal coordinates were scaled from a topographic map and have
 AH9132.an estimated accuracy of +/- 6 seconds.
 AH9132
 AH9132.The orthometric height was determined by differential leveling
 AH9132.and adjusted in July 2002.
 AH9132.No vertical observational check was made to the station.
 AH9132
 AH9132.The geoid height was determined by GEOID03.
 AH9132
 AH9132.The dynamic height is computed by dividing the NAVD 88
 AH9132.geopotential number by the normal gravity value computed on the
 AH9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9132.degrees latitude (g = 980.6199 gals.).
 AH9132
 AH9132.The modeled gravity was interpolated from observed gravity values.
 AH9132
 AH9132;                    North         East    Units  Estimated Accuracy
 AH9132;SPC CA 6     -   671,530.    2,000,080.      MT  (+/- 180 meters Scaled)
 AH9132
 AH9132                          SUPERSEDED SURVEY CONTROL
 AH9132
 AH9132.No superseded survey control is available for this station.
 AH9132
 AH9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT695306(NAD 83)
 AH9132_MARKER: DD = SURVEY DISK
 AH9132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9132_STAMPING: RCE 21775
 AH9132_MARK LOGO: NONE  
 AH9132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9132+STABILITY: SURFACE MOTION
 AH9132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9132+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 AH9132
 AH9132  HISTORY     - Date     Condition        Report By
 AH9132  HISTORY     - UNK      MONUMENTED       RBNF
 AH9132  HISTORY     - 19990330 GOOD             NGS
 AH9132
 AH9132                          STATION DESCRIPTION
 AH9132
 AH9132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9132'2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 AH9132'INDIO BOULEVARD IN INDIO, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG
 AH9132'AVENUE 46, 14.7 M (48.2 FT) WEST OF THE CENTER OF A BRIDGE SPANNING
 AH9132'THE COACHELLA CANAL, ON THE AVENUE CENTERLINE, AND THE MONUMENT IS
 AH9132'RECESSED 0.1 M (0.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 AH9132'TO THE DISK IS THROUGH A 5-INCH METAL MANHOLE COVER.  THE MONUMENT IS
 AH9132'ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0280 ***********************************************************************
 EV0280  DESIGNATION -  2179
 EV0280  PID         -  EV0280
 EV0280  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0280  USGS QUAD   -  HINKLEY (1993)
 EV0280
 EV0280                         *CURRENT SURVEY CONTROL
 EV0280  ___________________________________________________________________
 EV0280* NAD 83(1986)-  34 56 20.     (N)    117 12 59.     (W)     SCALED    
 EV0280* NAVD 88     -       664.875  (meters)    2181.34   (feet)  ADJUSTED  
 EV0280  ___________________________________________________________________
 EV0280  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EV0280  DYNAMIC HT  -         664.133 (meters)    2178.91  (feet)  COMP
 EV0280  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 EV0280
 EV0280  VERT ORDER  -  FIRST     CLASS I
 EV0280
 EV0280.The horizontal coordinates were scaled from a topographic map and have
 EV0280.an estimated accuracy of +/- 6 seconds.
 EV0280
 EV0280.The orthometric height was determined by differential leveling
 EV0280.and adjusted in June 1991.
 EV0280
 EV0280.The geoid height was determined by GEOID03.
 EV0280
 EV0280.The dynamic height is computed by dividing the NAVD 88
 EV0280.geopotential number by the normal gravity value computed on the
 EV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0280.degrees latitude (g = 980.6199 gals.).
 EV0280
 EV0280.The modeled gravity was interpolated from observed gravity values.
 EV0280
 EV0280;                    North         East    Units  Estimated Accuracy
 EV0280;SPC CA 5     -   659,890.    2,071,580.      MT  (+/- 180 meters Scaled)
 EV0280
 EV0280                          SUPERSEDED SURVEY CONTROL
 EV0280
 EV0280  NGVD 29 (??/??/92)  664.118  (m)         2178.86   (f) ADJ UNCH    1 1
 EV0280
 EV0280.Superseded values are not recommended for survey control.
 EV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0280.See file dsdata.txt to determine how the superseded data were derived.
 EV0280
 EV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU802662(NAD 83)
 EV0280_MARKER: P = PIPE CAP
 EV0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0280_STAMPING: 2179 B 20 1906
 EV0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0280
 EV0280  HISTORY     - Date     Condition        Report By
 EV0280  HISTORY     - 1906     MONUMENTED       USGS
 EV0280  HISTORY     - 1961     GOOD             NGS
 EV0280  HISTORY     - 1974     GOOD             NGS
 EV0280  HISTORY     - 1977     GOOD             NGS
 EV0280
 EV0280                          STATION DESCRIPTION
 EV0280
 EV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV0280'11.6 MI W FROM BARSTOW.
 EV0280'11.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0280'FROM THE STATION AT BARSTOW, 8.4 FEET WEST OF THE FIRST POLE
 EV0280'WEST OF MILEPOST 758, 39.2 FEET SOUTH OF THE SOUTH RAIL, 40.0
 EV0280'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE PHONE HOUSE
 EV0280'347, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 EV0280'THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 EV0280'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 EV0280
 EV0280                          STATION RECOVERY (1974)
 EV0280
 EV0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EV0280'RECOVERED IN GOOD CONDITION.
 EV0280
 EV0280                          STATION RECOVERY (1977)
 EV0280
 EV0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0280'0.65 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM
 EV0280'THE STATION AT BARSTOW, THENCE 0.15 MILE NORTH ACROSS COUNTRY, THENCE
 EV0280'10.6 MILES NORTHWEST ALONG THE RAILWAY, 8.5 FEET WEST OF THE FIRST
 EV0280'POLE WEST OF MILEPOST 758, 39 FEET SOUTH OF THE SOUTH RAIL, 40
 EV0280'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PHONE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2510 ***********************************************************************
 GU2510  DESIGNATION -  218
 GU2510  PID         -  GU2510
 GU2510  STATE/COUNTY-  CA/MONTEREY
 GU2510  USGS QUAD   -  GREENFIELD (1984)
 GU2510
 GU2510                         *CURRENT SURVEY CONTROL
 GU2510  ___________________________________________________________________
 GU2510* NAD 83(1986)-  36 22 21.     (N)    121 14 21.     (W)     SCALED    
 GU2510* NAVD 88     -        67.124  (meters)     220.22   (feet)  ADJUSTED  
 GU2510  ___________________________________________________________________
 GU2510  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GU2510  DYNAMIC HT  -          67.069 (meters)     220.04  (feet)  COMP
 GU2510  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 GU2510
 GU2510  VERT ORDER  -  FIRST     CLASS I
 GU2510
 GU2510.The horizontal coordinates were scaled from a topographic map and have
 GU2510.an estimated accuracy of +/- 6 seconds.
 GU2510
 GU2510.The orthometric height was determined by differential leveling
 GU2510.and adjusted in June 1991.
 GU2510
 GU2510.The geoid height was determined by GEOID03.
 GU2510
 GU2510.The dynamic height is computed by dividing the NAVD 88
 GU2510.geopotential number by the normal gravity value computed on the
 GU2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2510.degrees latitude (g = 980.6199 gals.).
 GU2510
 GU2510.The modeled gravity was interpolated from observed gravity values.
 GU2510
 GU2510;                    North         East    Units  Estimated Accuracy
 GU2510;SPC CA 4     -   617,650.    1,799,090.      MT  (+/- 180 meters Scaled)
 GU2510
 GU2510                          SUPERSEDED SURVEY CONTROL
 GU2510
 GU2510  NGVD 29 (??/??/??)   66.195  (m)          217.17   (f) ADJUSTED    1 1
 GU2510
 GU2510.Superseded values are not recommended for survey control.
 GU2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2510.See file dsdata.txt to determine how the superseded data were derived.
 GU2510
 GU2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF579267(NAD 83)
 GU2510_MARKER: B = BOLT
 GU2510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU2510_SP_SET: HEADWALL
 GU2510_MARK LOGO: NONE  
 GU2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2510+STABILITY: SURFACE MOTION
 GU2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU2510+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 GU2510
 GU2510  HISTORY     - Date     Condition        Report By
 GU2510  HISTORY     - UNK      MONUMENTED       USGS
 GU2510  HISTORY     - 1968     GOOD             NGS
 GU2510  HISTORY     - 19881215 GOOD             NGS
 GU2510
 GU2510                          STATION DESCRIPTION
 GU2510
 GU2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2510'6.6 MI SE FROM SOLEDAD.
 GU2510'6.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2510'FROM THE STATION AT SOLEDAD, 0.1 MILE NORTH OF THE CROSSING OF A
 GU2510'PRIVATE ROAD, IN THE TOP AND 1.9 FEET SOUTH OF THE NORTH END
 GU2510'OF THE EAST CONCRETE HEAD WALL OF CULVERT 150.31, 7.8 FEET
 GU2510'EAST OF THE EAST RAIL, THE NUMBERS 218 ARE MARKED IN THE CONCRETE
 GU2510'HEAD WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 GU2510
 GU2510                          STATION RECOVERY (1988)
 GU2510
 GU2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2510'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.0 KM
 GU2510'(6.20 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GU2510'JUNCTION OF FRONT STREET IN SOLEDAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0161 ***********************************************************************
 DY0161  DESIGNATION -  218 C OF LB
 DY0161  PID         -  DY0161
 DY0161  STATE/COUNTY-  CA/LOS ANGELES
 DY0161  USGS QUAD   -  LONG BEACH (1981)
 DY0161
 DY0161                         *CURRENT SURVEY CONTROL
 DY0161  ___________________________________________________________________
 DY0161* NAD 83(1986)-  33 45 47.     (N)    118 13 36.     (W)     SCALED    
 DY0161* NAVD 88     -         0.00   (+/-2cm)       0.0    (feet)  VERTCON   
 DY0161  ___________________________________________________________________
 DY0161  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0161  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0161
 DY0161.The horizontal coordinates were scaled from a topographic map and have
 DY0161.an estimated accuracy of +/- 6 seconds.
 DY0161
 DY0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0161.The vertical order pertains to the NGVD 29 superseded value.
 DY0161
 DY0161.The geoid height was determined by GEOID03.
 DY0161
 DY0161;                    North         East    Units  Estimated Accuracy
 DY0161;SPC CA 5     -   529,200.    1,979,000.      MT  (+/- 180 meters Scaled)
 DY0161
 DY0161                          SUPERSEDED SURVEY CONTROL
 DY0161
 DY0161  NGVD 29 (??/??/92)   -0.808  (m)           -2.65   (f) ADJ UNCH    1 2
 DY0161
 DY0161.Superseded values are not recommended for survey control.
 DY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0161.See file dsdata.txt to determine how the superseded data were derived.
 DY0161
 DY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864365(NAD 83)
 DY0161_MARKER: DD = SURVEY DISK
 DY0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0161_STAMPING: 218 9.687 11+43.67
 DY0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0161+STABILITY: SURFACE MOTION
 DY0161
 DY0161  HISTORY     - Date     Condition        Report By
 DY0161  HISTORY     - UNK      MONUMENTED       CA1970
 DY0161  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0161
 DY0161                          STATION DESCRIPTION
 DY0161
 DY0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0161'AT TERMINAL ISLAND.
 DY0161'ON TERMINAL ISLAND, ABOUT 1300 FEET WEST OF THE EAST END OF THE
 DY0161'ISLAND, ON THE UNION PACIFIC RAILROAD, 90 FEET NORTHEAST OF THE
 DY0161'CONCRETE BASE OF THE STEEL TOWER OF OIL WELL 128, 47 FEET WEST
 DY0161'OF THE PROJECTING LINE OF THE EAST FACE OF THE WESTERNMOST
 DY0161'BUILDING OF THE SOUTHERN CALIFORNIA EDISON CO. PLANT, 7.8 FEET
 DY0161'SOUTH OF THE CENTERLINE OF THE TRACK, NEAR A WHITE WOODEN
 DY0161'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A LONG
 DY0161'BEACH HARBOR DEPARTMENT STANDARD DISK, STAMPED 218 9.687 11 +
 DY0161'43.67 AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 FEET UNDER
 DY0161'GROUND, ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE WITH
 DY0161'A COVER MARKED LBBM.  THE OIL WELL MENTIONED IN LITHO LIST DATED
 DY0161'JULY 10, 1947 HAS BEEN ABANDONED.  THE TRACK ALSO MENTIONED HAS
 DY0161'BEEN TORN OUT AND FILLED IN MAKING A ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0334 ***********************************************************************
 HT0334  DESIGNATION -  218 SFWD
 HT0334  PID         -  HT0334
 HT0334  STATE/COUNTY-  CA/ALAMEDA
 HT0334  USGS QUAD   -  NEWARK (1997)
 HT0334
 HT0334                         *CURRENT SURVEY CONTROL
 HT0334  ___________________________________________________________________
 HT0334* NAD 83(1986)-  37 31 33.     (N)    122 03 22.     (W)     SCALED    
 HT0334* NAVD 88     -         2.90   (+/-2cm)       9.5    (feet)  VERTCON   
 HT0334  ___________________________________________________________________
 HT0334  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HT0334  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0334
 HT0334.The horizontal coordinates were scaled from a topographic map and have
 HT0334.an estimated accuracy of +/- 6 seconds.
 HT0334
 HT0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0334.The vertical order pertains to the NGVD 29 superseded value.
 HT0334
 HT0334.The geoid height was determined by GEOID03.
 HT0334
 HT0334;                    North         East    Units  Estimated Accuracy
 HT0334;SPC CA 3     -   614,990.    1,862,460.      MT  (+/- 180 meters Scaled)
 HT0334
 HT0334                          SUPERSEDED SURVEY CONTROL
 HT0334
 HT0334  NGVD 29 (??/??/92)    2.084  (m)            6.84   (f) ADJ UNCH    1 2
 HT0334
 HT0334.Superseded values are not recommended for survey control.
 HT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0334.See file dsdata.txt to determine how the superseded data were derived.
 HT0334
 HT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG834536(NAD 83)
 HT0334_MARKER: DS = TRIANGULATION STATION DISK
 HT0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0334_STAMPING: 218
 HT0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0334+STABILITY: SURFACE MOTION
 HT0334
 HT0334  HISTORY     - Date     Condition        Report By
 HT0334  HISTORY     - UNK      MONUMENTED       CA3290
 HT0334  HISTORY     - 1956     GOOD             NGS
 HT0334  HISTORY     - 1967     GOOD             NGS
 HT0334  HISTORY     - 1977     GOOD             NGS
 HT0334
 HT0334                          STATION DESCRIPTION
 HT0334
 HT0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0334'1.1 MI W FROM NEWARK.
 HT0334'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0334'FROM THE STATION AT NEWARK, THENCE 0.7 MILE WEST ALONG THORTON
 HT0334'AVENUE, THENCE 0.3 MILE WEST ALONG DUMBARTON ROAD, 0.1 MILE
 HT0334'EAST OF THE T JUNCTION OF MATHEWS ROAD LEADING NORTH, AT THE
 HT0334'T JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST TO A LESLIE SALT
 HT0334'COMPANY PLANT, 207 FEET SOUTH OF THE CENTER LINE OF DUMBARTON
 HT0334'ROAD, 41.8 FEET NORTHEAST OF BENCH MARK 217 (SFWD), 23 1/2 FEET
 HT0334'NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 2.1 FEET
 HT0334'SOUTHEAST OF A WITNESS POST MARKED S.F.W.D. MON., ABOUT LEVEL
 HT0334'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN A
 HT0334'6-INCH IRON PIPE 0.2 FOOT UNDERGROUND.
 HT0334
 HT0334                          STATION RECOVERY (1967)
 HT0334
 HT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0334'RECOVERED IN GOOD CONDITION.
 HT0334
 HT0334                          STATION RECOVERY (1977)
 HT0334
 HT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1736 ***********************************************************************
 JS1736  DESIGNATION -  218 USE
 JS1736  PID         -  JS1736
 JS1736  STATE/COUNTY-  CA/SACRAMENTO
 JS1736  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1736
 JS1736                         *CURRENT SURVEY CONTROL
 JS1736  ___________________________________________________________________
 JS1736* NAD 83(1986)-  38 06 30.     (N)    121 36 45.     (W)     SCALED    
 JS1736* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 JS1736  ___________________________________________________________________
 JS1736  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JS1736  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1736
 JS1736.The horizontal coordinates were scaled from a topographic map and have
 JS1736.an estimated accuracy of +/- 6 seconds.
 JS1736
 JS1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1736.The vertical order pertains to the NGVD 29 superseded value.
 JS1736
 JS1736.The geoid height was determined by GEOID03.
 JS1736
 JS1736;                    North         East    Units  Estimated Accuracy
 JS1736;SPC CA 2     -   549,100.    2,033,990.      MT  (+/- 180 meters Scaled)
 JS1736
 JS1736                          SUPERSEDED SURVEY CONTROL
 JS1736
 JS1736  NGVD 29 (??/??/92)    0.144  (m)            0.47   (f) ADJ UNCH    1 2
 JS1736
 JS1736.Superseded values are not recommended for survey control.
 JS1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1736.See file dsdata.txt to determine how the superseded data were derived.
 JS1736
 JS1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH216187(NAD 83)
 JS1736_MARKER: P = PIPE CAP
 JS1736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1736_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1736
 JS1736  HISTORY     - Date     Condition        Report By
 JS1736  HISTORY     - UNK      MONUMENTED       DOD
 JS1736  HISTORY     - 1957     GOOD             NGS
 JS1736  HISTORY     - 1964     MARK NOT FOUND   NGS
 JS1736
 JS1736                          STATION DESCRIPTION
 JS1736
 JS1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1736'2.6 MI W FROM PIRATES LAIR FISH RSORT.
 JS1736'2.6 MILES WEST ALONG A LEVEE ROAD FROM THE PIRATES LAIR FISHING
 JS1736'RESORT, ON ANDRUS ISLAND, AT THE CONFLUENCE OF THE SAN JOAQUIN
 JS1736'RIVER AND SEVENMILE SLOUGH, ON THE INSIDE OF A SHARP CURVE,
 JS1736'57 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD (MEASURED
 JS1736'FROM THE CENTER OF THE CURVE, 30 FEET NORTH OF A FORKED BLACK
 JS1736'WALNUT TREE, 4.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD
 JS1736'HOUSE, ABOUT 6 FEET LOWER THAN THE ROAD, AND FASTENED ON THE TOP
 JS1736'OF A 3 1/2-INCH IRON PIPE WHICH IS 1/2-FOOT UNDERGROUND.
 JS1736'NOTE-- SLANTING DISK.  THE ROD WAS HELD OVER THE HIGH POINT
 JS1736'(SOUTHWEST SIDE) OF THE DISK DURING THE 1957 RELEVELING.
 JS1736
 JS1736                          STATION RECOVERY (1964)
 JS1736
 JS1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5568 ***********************************************************************
 DX5568  DESIGNATION -  218.68
 DX5568  PID         -  DX5568
 DX5568  STATE/COUNTY-  CA/RIVERSIDE
 DX5568  USGS QUAD   -  SAN JACINTO (1979)
 DX5568
 DX5568                         *CURRENT SURVEY CONTROL
 DX5568  ___________________________________________________________________
 DX5568* NAD 83(1986)-  33 49 08.     (N)    116 59 58.     (W)     SCALED    
 DX5568* NAVD 88     -       447.798  (meters)    1469.15   (feet)  ADJUSTED  
 DX5568  ___________________________________________________________________
 DX5568  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DX5568  DYNAMIC HT  -         447.268 (meters)    1467.41  (feet)  COMP
 DX5568  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 DX5568
 DX5568  VERT ORDER  -  FIRST     CLASS II
 DX5568
 DX5568.The horizontal coordinates were scaled from a topographic map and have
 DX5568.an estimated accuracy of +/- 6 seconds.
 DX5568
 DX5568.The orthometric height was determined by differential leveling
 DX5568.and adjusted in May 1994.
 DX5568
 DX5568.The geoid height was determined by GEOID03.
 DX5568
 DX5568.The dynamic height is computed by dividing the NAVD 88
 DX5568.geopotential number by the normal gravity value computed on the
 DX5568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5568.degrees latitude (g = 980.6199 gals.).
 DX5568
 DX5568.The modeled gravity was interpolated from observed gravity values.
 DX5568
 DX5568;                    North         East    Units  Estimated Accuracy
 DX5568;SPC CA 6     -   683,490.    1,930,620.      MT  (+/- 180 meters Scaled)
 DX5568
 DX5568                          SUPERSEDED SURVEY CONTROL
 DX5568
 DX5568.No superseded survey control is available for this station.
 DX5568
 DX5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT000420(NAD 83)
 DX5568_MARKER: DD = SURVEY DISK
 DX5568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5568_SP_SET: CASA LOMA WASTEWAY HEADWALL
 DX5568_STAMPING: 218.68 1470.01
 DX5568_MARK LOGO: MWDSC 
 DX5568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5568+STABILITY: SURFACE MOTION
 DX5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5568+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1992
 DX5568
 DX5568  HISTORY     - Date     Condition        Report By
 DX5568  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5568  HISTORY     - 19921120 GOOD             MWDSC
 DX5568
 DX5568                          STATION DESCRIPTION
 DX5568
 DX5568'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5568'SAN JACINTO, 3.3 MILES (5.3 KM) NORTHWEST OF, 1.0 MILE (1.6 KM)
 DX5568'NORTHWEST ALONG RAMONA BLVD FROM POTTER RD., 600 FEET (182.9 M)
 DX5568'NORTHEAST OF RAMONA BLVD., ON HEADWALL OF CASA LOMA WASTEWAY (
 DX5568'ENCLOSED BY CHAIN LINK FENCE ) AND 2 FEET (0.6 M) NORTH OF VALVE.
 DX5568'FOUND A STANDARD MWDSC 3 INCH BRASS DISK SET FLUSH WITH CONCRETE
 DX5568'VALVE STRUCTURE. ALONG THE COLORADO RIVER AQUEDUCT AT MILE MARKER
 DX5568'STATION 218.68.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3947 ***********************************************************************
 EW3947  DESIGNATION -  2180 USGS
 EW3947  PID         -  EW3947
 EW3947  STATE/COUNTY-  CA/SANTA BARBARA
 EW3947  USGS QUAD   -  NEW CUYAMA (1988)
 EW3947
 EW3947                         *CURRENT SURVEY CONTROL
 EW3947  ___________________________________________________________________
 EW3947* NAD 83(1986)-  34 57 06.     (N)    119 38 55.     (W)     SCALED    
 EW3947* NAVD 88     -       666.72   (+/-2cm)    2187.4    (feet)  VERTCON   
 EW3947  ___________________________________________________________________
 EW3947  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EW3947  VERT ORDER  -  THIRD (See Below)
 EW3947
 EW3947.The horizontal coordinates were scaled from a topographic map and have
 EW3947.an estimated accuracy of +/- 6 seconds.
 EW3947
 EW3947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3947.The vertical order pertains to the NGVD 29 superseded value.
 EW3947
 EW3947.The geoid height was determined by GEOID03.
 EW3947
 EW3947;                    North         East    Units  Estimated Accuracy
 EW3947;SPC CA 5     -   662,260.    1,849,430.      MT  (+/- 180 meters Scaled)
 EW3947
 EW3947                          SUPERSEDED SURVEY CONTROL
 EW3947
 EW3947  NGVD 29 (??/??/??)  665.88   (m)         2184.6    (f) RESET       3  
 EW3947
 EW3947.Superseded values are not recommended for survey control.
 EW3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3947.See file dsdata.txt to determine how the superseded data were derived.
 EW3947
 EW3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU581708(NAD 83)
 EW3947_MARKER: P = PIPE CAP
 EW3947_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3947_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3947_STAMPING: 2180 LA
 EW3947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3947
 EW3947  HISTORY     - Date     Condition        Report By
 EW3947  HISTORY     - UNK      MONUMENTED       USGS
 EW3947  HISTORY     - 1935     GOOD             NGS
 EW3947  HISTORY     - 20010601 GOOD             CADT
 EW3947
 EW3947                          STATION DESCRIPTION
 EW3947
 EW3947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EW3947'22.7 MI SW FROM MARICOPA.
 EW3947'IN SANTA BARBARA COUNTY, 22.1 MILES SOUTHWEST ALONG STATE
 EW3947'HIGHWAY 166 FROM MARICOPA, KERN COUNTY, THENCE 0.6 MILE NORTH
 EW3947'ALONG A ROAD LEADING TO CUYAMA RANCH, 90 YARDS SOUTH OF A GATE
 EW3947'WHICH IS ABOUT 75 YARDS SOUTHWEST OF TWO WOODEN SILOS, 47 YARDS
 EW3947'SOUTHEAST OF THE EAST ONE OF TWO LARGE COTTONWOOD TREES, AT A
 EW3947'FENCE CORNER, 26 FEET NORTH OF THE EAST-AND-WEST FENCE, AND
 EW3947'17 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A UNITED STATES
 EW3947'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2180 LA AND RIVETED ON
 EW3947'THE TOP OF AN IRON PIPE.
 EW3947
 EW3947                          STATION RECOVERY (2001)
 EW3947
 EW3947'RECOVERY NOTE BY CALTRANS 2001
 EW3947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0019 ***********************************************************************
 DC0019  DESIGNATION -  2189
 DC0019  PID         -  DC0019
 DC0019  STATE/COUNTY-  CA/SAN DIEGO
 DC0019  USGS QUAD   -  POTRERO (1975)
 DC0019
 DC0019                         *CURRENT SURVEY CONTROL
 DC0019  ___________________________________________________________________
 DC0019* NAD 83(1986)-  32 35 25.     (N)    116 31 29.     (W)     SCALED    
 DC0019* NAVD 88     -       667.771  (meters)    2190.85   (feet)  ADJUSTED  
 DC0019  ___________________________________________________________________
 DC0019  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DC0019  DYNAMIC HT  -         666.927 (meters)    2188.08  (feet)  COMP
 DC0019  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 DC0019
 DC0019  VERT ORDER  -  FIRST     CLASS II
 DC0019
 DC0019.The horizontal coordinates were scaled from a topographic map and have
 DC0019.an estimated accuracy of +/- 6 seconds.
 DC0019
 DC0019.The orthometric height was determined by differential leveling
 DC0019.and adjusted in June 1991.
 DC0019
 DC0019.The geoid height was determined by GEOID03.
 DC0019
 DC0019.The dynamic height is computed by dividing the NAVD 88
 DC0019.geopotential number by the normal gravity value computed on the
 DC0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0019.degrees latitude (g = 980.6199 gals.).
 DC0019
 DC0019.The modeled gravity was interpolated from observed gravity values.
 DC0019
 DC0019;                    North         East    Units  Estimated Accuracy
 DC0019;SPC CA 6     -   547,010.    1,974,210.      MT  (+/- 180 meters Scaled)
 DC0019
 DC0019                          SUPERSEDED SURVEY CONTROL
 DC0019
 DC0019  NGVD 29 (??/??/??)  667.057  (m)         2188.50   (f) ADJUSTED    1 2
 DC0019
 DC0019.Superseded values are not recommended for survey control.
 DC0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0019.See file dsdata.txt to determine how the superseded data were derived.
 DC0019
 DC0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS446059(NAD 83)
 DC0019_MARKER: DD = SURVEY DISK
 DC0019_SETTING: 80 = SET IN A BOULDER
 DC0019_SP_SET: BOULDER
 DC0019_STAMPING: 2189
 DC0019_MARK LOGO: USGS  
 DC0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0019+STABILITY: SURFACE MOTION
 DC0019
 DC0019  HISTORY     - Date     Condition        Report By
 DC0019  HISTORY     - 1969     MONUMENTED       CA-073
 DC0019  HISTORY     - 1969     GOOD             CA-073
 DC0019  HISTORY     - 1987     GOOD             NGS
 DC0019
 DC0019                          STATION DESCRIPTION
 DC0019
 DC0019'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0019'AT CAMPO.
 DC0019'3.6 MI SW CAMPO ALONG HWY 94 175 FT W/O SE END BRDG 57-118
 DC0019'ACROSS CAMPO CR 56 FT N/O C/L DIRT RD LEAD W 50 FT NW PP ON E
 DC0019'FACE 6 X 5 X 8 FT GRNT BLDR AT BASE OF LARGE GRNT MASS STANDARD
 DC0019'DISK 2189 SD BLDR PNTO USBM.  TO REACH FROM OLD CAMPO STORE GO
 DC0019'SW DOWN HWY 395 3.6 MI TO BRDG DON NOT CROSS TURN LT ONTO DIRT
 DC0019'RD GO 175 FT TO MASS GRNT BLDRS AND BM ON RT.  SET STEEL FENCE
 DC0019'POST MARKER.  T18S R4E 24.
 DC0019
 DC0019                          STATION RECOVERY (1969)
 DC0019
 DC0019'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0019'RECOVERED IN GOOD CONDITION.
 DC0019
 DC0019                          STATION RECOVERY (1987)
 DC0019
 DC0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1350 ***********************************************************************
 HT1350  DESIGNATION -  219 L SFWD
 HT1350  PID         -  HT1350
 HT1350  STATE/COUNTY-  CA/SAN MATEO
 HT1350  USGS QUAD   -  PALO ALTO (1997)
 HT1350
 HT1350                         *CURRENT SURVEY CONTROL
 HT1350  ___________________________________________________________________
 HT1350* NAD 83(1986)-  37 25 07.     (N)    122 11 28.     (W)     SCALED    
 HT1350* NAVD 88     -        52.70   (+/-2cm)     172.9    (feet)  VERTCON   
 HT1350  ___________________________________________________________________
 HT1350  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HT1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1350
 HT1350.The horizontal coordinates were scaled from a topographic map and have
 HT1350.an estimated accuracy of +/- 6 seconds.
 HT1350
 HT1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1350.The vertical order pertains to the NGVD 29 superseded value.
 HT1350
 HT1350.The geoid height was determined by GEOID03.
 HT1350
 HT1350;                    North         East    Units  Estimated Accuracy
 HT1350;SPC CA 3     -   603,300.    1,850,320.      MT  (+/- 180 meters Scaled)
 HT1350
 HT1350                          SUPERSEDED SURVEY CONTROL
 HT1350
 HT1350  NGVD 29 (??/??/92)   51.852  (m)          170.12   (f) ADJ UNCH    1 2
 HT1350
 HT1350.Superseded values are not recommended for survey control.
 HT1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1350.See file dsdata.txt to determine how the superseded data were derived.
 HT1350
 HT1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG715416(NAD 83)
 HT1350_MARKER: DD = SURVEY DISK
 HT1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1350_STAMPING: 219 L
 HT1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1350+STABILITY: SURFACE MOTION
 HT1350
 HT1350  HISTORY     - Date     Condition        Report By
 HT1350  HISTORY     - UNK      MONUMENTED       CA3290
 HT1350  HISTORY     - 1954     GOOD             NGS
 HT1350  HISTORY     - 1967     GOOD             NGS
 HT1350  HISTORY     - 1988     GOOD             USPSQD
 HT1350
 HT1350                          STATION DESCRIPTION
 HT1350
 HT1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1350'1.9 MI SW FROM STANFORD UNIVERSITY.
 HT1350'0.6 MILE WEST ALONG SANTA TERESA STREET FROM THE POST OFFICE
 HT1350'AT STANFORD UNIVERSITY, THENCE 0.4 MILE SOUTH ALONG LOS ARBOLES
 HT1350'AVENUE, THENCE 0.5 MILE WEST ALONG JUNIPERO SERRA BOULEVARD,
 HT1350'THENCE 0.4 MILE SOUTH ALONG ALPINE ROAD, AT THE SOUTH END OF A
 HT1350'CURVE, AT THE SOUTH END OF A DEEP CUT, ON THE EAST SLOPE OF A
 HT1350'HILL, 59 1/2 FEET NORTH OF POWER LINE POLE 12 WITH THREE GUY
 HT1350'WIRES, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET
 HT1350'SOUTHWEST OF AN 18-INCH OAK TREE, 1.6 FEET EAST OF A 6- BY
 HT1350'6-INCH WHITE WOODEN POST, 0.5 FOOT EAST OF A FENCE, ABOUT 4
 HT1350'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HT1350'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HT1350
 HT1350                          STATION RECOVERY (1967)
 HT1350
 HT1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1350'RECOVERED IN GOOD CONDITION.
 HT1350
 HT1350                          STATION RECOVERY (1988)
 HT1350
 HT1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (PS)
 HT1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0153 ***********************************************************************
 DY0153  DESIGNATION -  219 LBHD
 DY0153  PID         -  DY0153
 DY0153  STATE/COUNTY-  CA/LOS ANGELES
 DY0153  USGS QUAD   -  LONG BEACH (1981)
 DY0153
 DY0153                         *CURRENT SURVEY CONTROL
 DY0153  ___________________________________________________________________
 DY0153* NAD 83(1986)-  33 45 53.     (N)    118 13 26.     (W)     SCALED    
 DY0153* NAVD 88     -        -1.81   (+/-2cm)      -5.9    (feet)  VERTCON   
 DY0153  ___________________________________________________________________
 DY0153  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0153  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0153
 DY0153.The horizontal coordinates were scaled from a topographic map and have
 DY0153.an estimated accuracy of +/- 6 seconds.
 DY0153
 DY0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0153.The vertical order pertains to the NGVD 29 superseded value.
 DY0153
 DY0153.The geoid height was determined by GEOID03.
 DY0153
 DY0153;                    North         East    Units  Estimated Accuracy
 DY0153;SPC CA 5     -   529,390.    1,979,260.      MT  (+/- 180 meters Scaled)
 DY0153
 DY0153                          SUPERSEDED SURVEY CONTROL
 DY0153
 DY0153  NGVD 29 (??/??/92)   -2.624  (m)           -8.61   (f) ADJ UNCH    1 2
 DY0153
 DY0153.Superseded values are not recommended for survey control.
 DY0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0153.See file dsdata.txt to determine how the superseded data were derived.
 DY0153
 DY0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866367(NAD 83)
 DY0153_MARKER: DD = SURVEY DISK
 DY0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0153_STAMPING: 219 2+37.64 13.675
 DY0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0153+STABILITY: SURFACE MOTION
 DY0153
 DY0153  HISTORY     - Date     Condition        Report By
 DY0153  HISTORY     - UNK      MONUMENTED       CA1970
 DY0153  HISTORY     - 1954     GOOD             NGS
 DY0153  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0153
 DY0153                          STATION DESCRIPTION
 DY0153
 DY0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0153'AT LONG BEACH.
 DY0153'AT LONG BEACH, ON TERMINAL ISLAND, AT THE SOUTH SIDE OF THE
 DY0153'SOUTHERN CALIFORNIA EDISON COMPANY STEAM PLANT, ABOUT 95 YARDS
 DY0153'SOUTH OF THE SOUTHEAST CORNER OF BUILDING 1 (WEST ONE OF TWO
 DY0153'WITH A RED TILE ROOFS), 109.2 FEET WEST OF THE NORTHEAST CORNER
 DY0153'OF A 3-FOOT-HIGH CONCRETE WALL AROUND A GROUP OF OIL TANKS, 11.0
 DY0153'FEET EAST OF A STAY POLE OF A POWER LINE POLE WITH A TRANSFORMER,
 DY0153'9.2 FEET NORTH OF THE NORTH FACE OF THE WALL (MEASURED FROM THE
 DY0153'POINT OF AN ORANGE PAINTED ARROW), 2 1/2 FEET EAST OF A POINT
 DY0153'IN LINE WITH THE EAST FACE OF THE BUILDING, 2 FEET UNDERGROUND,
 DY0153'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0153'THROUGH A 12-INCH PIPE WITH AN UNMARKED COVER.  NOTE-- B.M. IS
 DY0153'BURIED IN NEW FILL PER 1964 REPORT.
 DY0153
 DY0153                          STATION RECOVERY (1964)
 DY0153
 DY0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1349 ***********************************************************************
 HT1349  DESIGNATION -  219 R SFWD
 HT1349  PID         -  HT1349
 HT1349  STATE/COUNTY-  CA/SAN MATEO
 HT1349  USGS QUAD   -  PALO ALTO (1997)
 HT1349
 HT1349                         *CURRENT SURVEY CONTROL
 HT1349  ___________________________________________________________________
 HT1349* NAD 83(1986)-  37 25 07.     (N)    122 11 28.     (W)     SCALED    
 HT1349* NAVD 88     -        52.13   (+/-2cm)     171.0    (feet)  VERTCON   
 HT1349  ___________________________________________________________________
 HT1349  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HT1349  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1349
 HT1349.The horizontal coordinates were scaled from a topographic map and have
 HT1349.an estimated accuracy of +/- 6 seconds.
 HT1349
 HT1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1349.The vertical order pertains to the NGVD 29 superseded value.
 HT1349
 HT1349.The geoid height was determined by GEOID03.
 HT1349
 HT1349;                    North         East    Units  Estimated Accuracy
 HT1349;SPC CA 3     -   603,300.    1,850,320.      MT  (+/- 180 meters Scaled)
 HT1349
 HT1349                          SUPERSEDED SURVEY CONTROL
 HT1349
 HT1349  NGVD 29 (??/??/92)   51.286  (m)          168.26   (f) ADJ UNCH    1 2
 HT1349
 HT1349.Superseded values are not recommended for survey control.
 HT1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1349.See file dsdata.txt to determine how the superseded data were derived.
 HT1349
 HT1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG715416(NAD 83)
 HT1349_MARKER: DB = BENCH MARK DISK
 HT1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1349_STAMPING: 219 R
 HT1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1349+STABILITY: SURFACE MOTION
 HT1349
 HT1349  HISTORY     - Date     Condition        Report By
 HT1349  HISTORY     - UNK      MONUMENTED       CA3290
 HT1349  HISTORY     - 1954     GOOD             NGS
 HT1349  HISTORY     - 1967     GOOD             NGS
 HT1349
 HT1349                          STATION DESCRIPTION
 HT1349
 HT1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1349'1.9 MI SW FROM STANFORD UNIVERSITY.
 HT1349'0.6 MILE WEST ALONG SANTA TERESA STREET FROM THE POST OFFICE
 HT1349'AT STANFORD UNIVERSITY, THENCE 0.4 MILE SOUTH ALONG LOS ARBOLES
 HT1349'AVENUE, THENCE 0.5 MILE WEST ALONG JUNIPERO SERRA BOULEVARD,
 HT1349'THENCE 0.4 MILE SOUTH ALONG ALPINE ROAD, AT THE SOUTH END OF A
 HT1349'CURVE, AT THE SOUTH END OF A DEEP CUT, ON THE EAST SLOPE OF A
 HT1349'HILL, 74.5 FEET WEST OF AND ACROSS THE ROAD FROM POWER LINE POLE
 HT1349'11, 52.2 FEET SOUTH OF A FENCE CORNER, 27.8 FEET WEST OF THE
 HT1349'CENTER LINE OF THE ROAD, 2.4 FEET SOUTHEAST OF A 6- BY 6-INCH
 HT1349'WHITE WOODEN POST, 0.7 FOOT EAST OF A FENCE, ABOUT 4 FEET HIGHER
 HT1349'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT1349'0.4 FOOT ABOVE THE GROUND.
 HT1349
 HT1349                          STATION RECOVERY (1967)
 HT1349
 HT1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1422 ***********************************************************************
 EW1422  DESIGNATION -  219.050 C OF LA
 EW1422  PID         -  EW1422
 EW1422  STATE/COUNTY-  CA/LOS ANGELES
 EW1422  USGS QUAD   -  HOLLYWOOD (1994)
 EW1422
 EW1422                         *CURRENT SURVEY CONTROL
 EW1422  ___________________________________________________________________
 EW1422* NAD 83(1986)-  34 03 43.     (N)    118 18 15.     (W)     SCALED    
 EW1422* NAVD 88     -        67.53   (+/-2cm)     221.6    (feet)  VERTCON   
 EW1422  ___________________________________________________________________
 EW1422  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1422  VERT ORDER  -  THIRD (See Below)
 EW1422
 EW1422.The horizontal coordinates were scaled from a topographic map and have
 EW1422.an estimated accuracy of +/- 6 seconds.
 EW1422
 EW1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1422.The vertical order pertains to the NGVD 29 superseded value.
 EW1422
 EW1422.The geoid height was determined by GEOID03.
 EW1422
 EW1422;                    North         East    Units  Estimated Accuracy
 EW1422;SPC CA 5     -   562,380.    1,971,920.      MT  (+/- 180 meters Scaled)
 EW1422
 EW1422                          SUPERSEDED SURVEY CONTROL
 EW1422
 EW1422  NGVD 29 (??/??/??)   66.75   (m)          219.0    (f) RESET       3  
 EW1422
 EW1422.Superseded values are not recommended for survey control.
 EW1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1422.See file dsdata.txt to determine how the superseded data were derived.
 EW1422
 EW1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT796697(NAD 83)
 EW1422_MARKER: S = SPIKE
 EW1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1422_SP_SET: CURB
 EW1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1422
 EW1422  HISTORY     - Date     Condition        Report By
 EW1422  HISTORY     - UNK      MONUMENTED       CA1980
 EW1422  HISTORY     - 1945     GOOD             NGS
 EW1422  HISTORY     - 1964     GOOD             NGS
 EW1422
 EW1422                          STATION DESCRIPTION
 EW1422
 EW1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1422'AT LOS ANGELES.
 EW1422'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1422'HARVARD BOULEVARD.  LOCATED IN NORTH CURB OF WILSHIRE BOULEVARD,
 EW1422'IN WEST END OF CHIPPED CATCH BASIN (SPIKE IS ALRIGHT), AND 30.2
 EW1422'FEET EAST OF PROJECTED EAST CURB OF HARVARD AVENUE.  A CUT
 EW1422'SPIKE SET IN CONCRETE.
 EW1422
 EW1422                          STATION RECOVERY (1964)
 EW1422
 EW1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5569 ***********************************************************************
 DX5569  DESIGNATION -  219.06
 DX5569  PID         -  DX5569
 DX5569  STATE/COUNTY-  CA/RIVERSIDE
 DX5569  USGS QUAD   -  LAKEVIEW (1979)
 DX5569
 DX5569                         *CURRENT SURVEY CONTROL
 DX5569  ___________________________________________________________________
 DX5569* NAD 83(1986)-  33 49 09.     (N)    117 00 18.     (W)     SCALED    
 DX5569* NAVD 88     -       446.188  (meters)    1463.87   (feet)  ADJUSTED  
 DX5569  ___________________________________________________________________
 DX5569  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5569  DYNAMIC HT  -         445.659 (meters)    1462.13  (feet)  COMP
 DX5569  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 DX5569
 DX5569  VERT ORDER  -  FIRST     CLASS II
 DX5569
 DX5569.The horizontal coordinates were scaled from a topographic map and have
 DX5569.an estimated accuracy of +/- 6 seconds.
 DX5569
 DX5569.The orthometric height was determined by differential leveling
 DX5569.and adjusted in May 1994.
 DX5569
 DX5569.The geoid height was determined by GEOID03.
 DX5569
 DX5569.The dynamic height is computed by dividing the NAVD 88
 DX5569.geopotential number by the normal gravity value computed on the
 DX5569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5569.degrees latitude (g = 980.6199 gals.).
 DX5569
 DX5569.The modeled gravity was interpolated from observed gravity values.
 DX5569
 DX5569;                    North         East    Units  Estimated Accuracy
 DX5569;SPC CA 6     -   683,520.    1,930,100.      MT  (+/- 180 meters Scaled)
 DX5569
 DX5569                          SUPERSEDED SURVEY CONTROL
 DX5569
 DX5569.No superseded survey control is available for this station.
 DX5569
 DX5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT995421(NAD 83)
 DX5569_MARKER: DD = SURVEY DISK
 DX5569_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5569_SP_SET: MANHOLE
 DX5569_STAMPING: 219.06
 DX5569_MARK LOGO: MWDSC 
 DX5569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5569+STABILITY: SURFACE MOTION
 DX5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5569+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 DX5569
 DX5569  HISTORY     - Date     Condition        Report By
 DX5569  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5569  HISTORY     - 19921123 GOOD             MWDSC
 DX5569
 DX5569                          STATION DESCRIPTION
 DX5569
 DX5569'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5569'SAN JACINTO, 3.6 MILES (5.8 KM) NORTHWEST OF, 0.9 MILE (1.4 KM)
 DX5569'NORTHWEST ALONG RAMONA BLVD.FROM POTTER RD., 600 FEET (182.9 M) WEST
 DX5569'ALONG THE COLORADO RIVER AQUEDUCT FROM RAMONA BLVD., ON THE WEST SIDE
 DX5569'OF A MANHOLE PAINTED MI. STA. 219.06. ENG. STA. 10932+00. FOUND A
 DX5569'1-3/8 INCH BRASS DISK SET FLUSH IN TOP OF CONCRETE MANHOLE ON WEST
 DX5569'SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5571 ***********************************************************************
 DX5571  DESIGNATION -  219.27
 DX5571  PID         -  DX5571
 DX5571  STATE/COUNTY-  CA/RIVERSIDE
 DX5571  USGS QUAD   -  LAKEVIEW (1979)
 DX5571
 DX5571                         *CURRENT SURVEY CONTROL
 DX5571  ___________________________________________________________________
 DX5571* NAD 83(1986)-  33 49 10.     (N)    117 00 33.     (W)     SCALED    
 DX5571* NAVD 88     -       445.189  (meters)    1460.59   (feet)  ADJUSTED  
 DX5571  ___________________________________________________________________
 DX5571  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX5571  DYNAMIC HT  -         444.662 (meters)    1458.86  (feet)  COMP
 DX5571  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 DX5571
 DX5571  VERT ORDER  -  FIRST     CLASS II
 DX5571
 DX5571.The horizontal coordinates were scaled from a topographic map and have
 DX5571.an estimated accuracy of +/- 6 seconds.
 DX5571
 DX5571.The orthometric height was determined by differential leveling
 DX5571.and adjusted in May 1994.
 DX5571
 DX5571.The geoid height was determined by GEOID03.
 DX5571
 DX5571.The dynamic height is computed by dividing the NAVD 88
 DX5571.geopotential number by the normal gravity value computed on the
 DX5571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5571.degrees latitude (g = 980.6199 gals.).
 DX5571
 DX5571.The modeled gravity was interpolated from observed gravity values.
 DX5571
 DX5571;                    North         East    Units  Estimated Accuracy
 DX5571;SPC CA 6     -   683,560.    1,929,720.      MT  (+/- 180 meters Scaled)
 DX5571
 DX5571                          SUPERSEDED SURVEY CONTROL
 DX5571
 DX5571.No superseded survey control is available for this station.
 DX5571
 DX5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT991421(NAD 83)
 DX5571_MARKER: DD = SURVEY DISK
 DX5571_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5571_SP_SET: MANHOLE
 DX5571_STAMPING: 219.27
 DX5571_MARK LOGO: MWDSC 
 DX5571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5571+STABILITY: SURFACE MOTION
 DX5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5571+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 DX5571
 DX5571  HISTORY     - Date     Condition        Report By
 DX5571  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5571  HISTORY     - 19921123 GOOD             MWDSC
 DX5571
 DX5571                          STATION DESCRIPTION
 DX5571
 DX5571'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5571'SAN JACINTO, 3.7 MILES (6.0 KM) NORTHWEST OF, 0.9 MILE (1.4 KM)
 DX5571'NORTHWEST ALONG RAMONA BLVD., 1200 FEET (365.8 M) WEST ALONG THE MWDSC
 DX5571'COLORADO RIVER AQUEDUCT FROM RAMONA BLVD. TO SANDERSON AV. CONTINUE
 DX5571'1050 FEET (320.0 M) WEST OF SANDERSON AV. ALONG THE PATROL RD., ON
 DX5571'THE WEST SIDE OF MANHOLE PAINTED MI. STA. 219.27, STA. 10943+14.
 DX5571'FOUND A 1-3/8 INCH BRASS DISK SET FLUSH IN TOP OF CONCRETE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5572 ***********************************************************************
 DX5572  DESIGNATION -  219.44
 DX5572  PID         -  DX5572
 DX5572  STATE/COUNTY-  CA/RIVERSIDE
 DX5572  USGS QUAD   -  LAKEVIEW (1979)
 DX5572
 DX5572                         *CURRENT SURVEY CONTROL
 DX5572  ___________________________________________________________________
 DX5572* NAD 83(1986)-  33 49 11.     (N)    117 00 41.     (W)     SCALED    
 DX5572* NAVD 88     -       444.315  (meters)    1457.72   (feet)  ADJUSTED  
 DX5572  ___________________________________________________________________
 DX5572  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX5572  DYNAMIC HT  -         443.790 (meters)    1456.00  (feet)  COMP
 DX5572  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 DX5572
 DX5572  VERT ORDER  -  FIRST     CLASS II
 DX5572
 DX5572.The horizontal coordinates were scaled from a topographic map and have
 DX5572.an estimated accuracy of +/- 6 seconds.
 DX5572
 DX5572.The orthometric height was determined by differential leveling
 DX5572.and adjusted in May 1994.
 DX5572
 DX5572.The geoid height was determined by GEOID03.
 DX5572
 DX5572.The dynamic height is computed by dividing the NAVD 88
 DX5572.geopotential number by the normal gravity value computed on the
 DX5572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5572.degrees latitude (g = 980.6199 gals.).
 DX5572
 DX5572.The modeled gravity was interpolated from observed gravity values.
 DX5572
 DX5572;                    North         East    Units  Estimated Accuracy
 DX5572;SPC CA 6     -   683,590.    1,929,510.      MT  (+/- 180 meters Scaled)
 DX5572
 DX5572                          SUPERSEDED SURVEY CONTROL
 DX5572
 DX5572.No superseded survey control is available for this station.
 DX5572
 DX5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT989421(NAD 83)
 DX5572_MARKER: DD = SURVEY DISK
 DX5572_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5572_SP_SET: MANHOLE
 DX5572_STAMPING: 219.44
 DX5572_MARK LOGO: MWDSC 
 DX5572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5572+STABILITY: SURFACE MOTION
 DX5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5572+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 DX5572
 DX5572  HISTORY     - Date     Condition        Report By
 DX5572  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5572  HISTORY     - 19921123 GOOD             MWDSC
 DX5572
 DX5572                          STATION DESCRIPTION
 DX5572
 DX5572'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5572'SAN JACINTO, 3.9 MILES (6.3 KM) NORTHWEST OF, FROM THE INTERSECTION OF
 DX5572'RAMONA EXPWY AND SANDERSON AV., 850 FEET (259.1 M) SOUTH ALONG
 DX5572'SANDERSON AV. FROM RAMONA EXPWY TO MWDSC DIRT PATROL RD. 0.35 MILE
 DX5572'(0.56 KM) WEST ALONG THE MWDSC COLORADO RIVER AQUEDUCT FROM SANDERSON
 DX5572'AV., ON THE WEST SIDE OF MANHOLE PAINTED MI. STA. 219.44, ENG. STA.
 DX5572'109500+00. FOUND A 1-3/8 INCH BRASS DISK SET FLUSH IN CONCRETE ON TOP
 DX5572'OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5573 ***********************************************************************
 DX5573  DESIGNATION -  219.82
 DX5573  PID         -  DX5573
 DX5573  STATE/COUNTY-  CA/RIVERSIDE
 DX5573  USGS QUAD   -  LAKEVIEW (1979)
 DX5573
 DX5573                         *CURRENT SURVEY CONTROL
 DX5573  ___________________________________________________________________
 DX5573* NAD 83(1986)-  33 49 12.     (N)    117 01 05.     (W)     SCALED    
 DX5573* NAVD 88     -       443.471  (meters)    1454.95   (feet)  ADJUSTED  
 DX5573  ___________________________________________________________________
 DX5573  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5573  DYNAMIC HT  -         442.949 (meters)    1453.24  (feet)  COMP
 DX5573  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 DX5573
 DX5573  VERT ORDER  -  FIRST     CLASS II
 DX5573
 DX5573.The horizontal coordinates were scaled from a topographic map and have
 DX5573.an estimated accuracy of +/- 6 seconds.
 DX5573
 DX5573.The orthometric height was determined by differential leveling
 DX5573.and adjusted in May 1994.
 DX5573
 DX5573.The geoid height was determined by GEOID03.
 DX5573
 DX5573.The dynamic height is computed by dividing the NAVD 88
 DX5573.geopotential number by the normal gravity value computed on the
 DX5573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5573.degrees latitude (g = 980.6199 gals.).
 DX5573
 DX5573.The modeled gravity was interpolated from observed gravity values.
 DX5573
 DX5573;                    North         East    Units  Estimated Accuracy
 DX5573;SPC CA 6     -   683,630.    1,928,900.      MT  (+/- 180 meters Scaled)
 DX5573
 DX5573                          SUPERSEDED SURVEY CONTROL
 DX5573
 DX5573.No superseded survey control is available for this station.
 DX5573
 DX5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT983421(NAD 83)
 DX5573_MARKER: DD = SURVEY DISK
 DX5573_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5573_SP_SET: MANHOLE
 DX5573_STAMPING: 219.82
 DX5573_MARK LOGO: MWDSC 
 DX5573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5573+STABILITY: SURFACE MOTION
 DX5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5573+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 DX5573
 DX5573  HISTORY     - Date     Condition        Report By
 DX5573  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5573  HISTORY     - 19921123 GOOD             MWDSC
 DX5573
 DX5573                          STATION DESCRIPTION
 DX5573
 DX5573'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5573'SAN JACINTO, 4.3 MILES (6.9 KM) NORTHWEST OF, FROM THE INTERSECTION OF
 DX5573'RAMONA EXPWY AND SANDERSON AV., 0.7 MILE (1.1 KM) WEST ON RAMONA
 DX5573'EXPWY TO MWDSC DIRT ACCESS PATROL RD., 0.2 MILE (0.3 KM) SOUTH ON
 DX5573'DIRT ACCESS RD. TO MWDSC COLORADO RIVER AQUEDUCT AND RD., 0.1 MILE
 DX5573'(0.2 KM) WEST TO MANHOLE PAINTED MI. STA. 219.44, ENG. STA.
 DX5573'10972+00.  FOUND A 1-3/8 INCH BRASS DISK SET FLUSH IN CONCRETE ON TOP
 DX5573'OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0629 ***********************************************************************
 KS0629  DESIGNATION -  2194.21 CAHD
 KS0629  PID         -  KS0629
 KS0629  STATE/COUNTY-  CA/BUTTE
 KS0629  USGS QUAD   -  BERRY CREEK (1994)
 KS0629
 KS0629                         *CURRENT SURVEY CONTROL
 KS0629  ___________________________________________________________________
 KS0629* NAD 83(1986)-  39 43 55.     (N)    121 29 40.     (W)     SCALED    
 KS0629* NAVD 88     -       670.096  (meters)    2198.47   (feet)  ADJUSTED  
 KS0629  ___________________________________________________________________
 KS0629  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 KS0629  DYNAMIC HT  -         669.639 (meters)    2196.97  (feet)  COMP
 KS0629  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 KS0629
 KS0629  VERT ORDER  -  FIRST     CLASS II
 KS0629
 KS0629.The horizontal coordinates were scaled from a topographic map and have
 KS0629.an estimated accuracy of +/- 6 seconds.
 KS0629
 KS0629.The orthometric height was determined by differential leveling
 KS0629.and adjusted in June 1991.
 KS0629
 KS0629.The geoid height was determined by GEOID03.
 KS0629
 KS0629.The dynamic height is computed by dividing the NAVD 88
 KS0629.geopotential number by the normal gravity value computed on the
 KS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0629.degrees latitude (g = 980.6199 gals.).
 KS0629
 KS0629.The modeled gravity was interpolated from observed gravity values.
 KS0629
 KS0629;                    North         East    Units  Estimated Accuracy
 KS0629;SPC CA 2     -   729,380.    2,043,340.      MT  (+/- 180 meters Scaled)
 KS0629
 KS0629                          SUPERSEDED SURVEY CONTROL
 KS0629
 KS0629  NGVD 29 (??/??/??)  669.336  (m)         2195.98   (f) ADJUSTED    1 2
 KS0629
 KS0629.Superseded values are not recommended for survey control.
 KS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0629.See file dsdata.txt to determine how the superseded data were derived.
 KS0629
 KS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ290990(NAD 83)
 KS0629_MARKER: P = PIPE CAP
 KS0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0629_SP_SET: CULVERT
 KS0629_STAMPING: CHC BM 2194.21
 KS0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0629
 KS0629  HISTORY     - Date     Condition        Report By
 KS0629  HISTORY     - UNK      MONUMENTED       CADH
 KS0629  HISTORY     - 1952     GOOD             NGS
 KS0629  HISTORY     - 1956     GOOD             NGS
 KS0629  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0629
 KS0629                          STATION DESCRIPTION
 KS0629
 KS0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0629'7.1 MI SW FROM PULGA.
 KS0629'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0629'PULGA, THENCE 6.45 MILES SOUTHWEST ALONG THE STATE HIGHWAY 24,
 KS0629'SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE WALL OF
 KS0629'A L SHAPE CONCRETE CULVERT NO. B 1079+50 AT THE JUNCTION OF A
 KS0629'GRAVEL ROAD, 18.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KS0629'0.4 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE WALL OF THE
 KS0629'CULVERT, ABOUT LEVEL WITH THE HIGHWAY.  1956 STATE HIGHWAY 24
 KS0629'IS NOW U.S. HIGHWAY 40 ALTERNATE.
 KS0629
 KS0629                          STATION RECOVERY (1956)
 KS0629
 KS0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KS0629'RECOVERED IN GOOD CONDITION.
 KS0629
 KS0629                          STATION RECOVERY (2004)
 KS0629
 KS0629'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0443 ***********************************************************************
 DC0443  DESIGNATION -  2194.5 USGS
 DC0443  PID         -  DC0443
 DC0443  STATE/COUNTY-  CA/SAN DIEGO
 DC0443  USGS QUAD   -  VIEJAS MOUNTAIN (1988)
 DC0443
 DC0443                         *CURRENT SURVEY CONTROL
 DC0443  ___________________________________________________________________
 DC0443* NAD 83(1986)-  32 49 59.     (N)    116 43 23.     (W)     SCALED    
 DC0443* NAVD 88     -       669.48   (+/-2cm)    2196.5    (feet)  VERTCON   
 DC0443  ___________________________________________________________________
 DC0443  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DC0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0443
 DC0443.The horizontal coordinates were scaled from a topographic map and have
 DC0443.an estimated accuracy of +/- 6 seconds.
 DC0443
 DC0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0443.The vertical order pertains to the NGVD 29 superseded value.
 DC0443
 DC0443.The geoid height was determined by GEOID03.
 DC0443
 DC0443;                    North         East    Units  Estimated Accuracy
 DC0443;SPC CA 6     -   574,010.    1,955,710.      MT  (+/- 180 meters Scaled)
 DC0443
 DC0443                          SUPERSEDED SURVEY CONTROL
 DC0443
 DC0443  NGVD 29 (??/??/??)  668.802  (m)         2194.23   (f) ADJUSTED    2 0
 DC0443
 DC0443.Superseded values are not recommended for survey control.
 DC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0443.See file dsdata.txt to determine how the superseded data were derived.
 DC0443
 DC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS259328(NAD 83)
 DC0443_MARKER: Q = CHISELED SQUARE
 DC0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0443_SP_SET: CULVERT
 DC0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0443
 DC0443  HISTORY     - Date     Condition        Report By
 DC0443  HISTORY     - UNK      MONUMENTED       USGS
 DC0443  HISTORY     - 1939     GOOD             NGS
 DC0443
 DC0443                          STATION DESCRIPTION
 DC0443
 DC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DC0443'2.5 MI E FROM ALPINE.
 DC0443'ALONG U.S. HIGHWAY 80, A PAINTED CHIS. SQUARE IN CENTER OF
 DC0443'CONCRETE HEADWALL AT NORTH END OF CORRUGATED PIPE CULVERT D
 DC0443'126+20, 75 FEET NORTHEAST ACROSS HIGHWAY FROM POWER POLE
 DC0443'78855, PAINTED U S 2194.5 B M, 26 FEET NORTH OF CENTER LINE
 DC0443'OF HIGHWAY.  A PAINTED CHISELED SQUARE ON A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0030 ***********************************************************************
 HR0030  DESIGNATION -  22
 HR0030  PID         -  HR0030
 HR0030  STATE/COUNTY-  CA/INYO
 HR0030  USGS QUAD   -  POLETA CANYON (1994)
 HR0030
 HR0030                         *CURRENT SURVEY CONTROL
 HR0030  ___________________________________________________________________
 HR0030* NAD 83(1986)-  37 18 01.     (N)    118 18 12.     (W)     SCALED    
 HR0030* NAVD 88     -      1221.935  (meters)    4008.97   (feet)  ADJUSTED  
 HR0030  ___________________________________________________________________
 HR0030  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 HR0030  DYNAMIC HT  -        1220.536 (meters)    4004.38  (feet)  COMP
 HR0030  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 HR0030
 HR0030  VERT ORDER  -  FIRST     CLASS II
 HR0030
 HR0030.The horizontal coordinates were scaled from a topographic map and have
 HR0030.an estimated accuracy of +/- 6 seconds.
 HR0030
 HR0030.The orthometric height was determined by differential leveling
 HR0030.and adjusted in June 1991.
 HR0030
 HR0030.The geoid height was determined by GEOID03.
 HR0030
 HR0030.The dynamic height is computed by dividing the NAVD 88
 HR0030.geopotential number by the normal gravity value computed on the
 HR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0030.degrees latitude (g = 980.6199 gals.).
 HR0030
 HR0030.The modeled gravity was interpolated from observed gravity values.
 HR0030
 HR0030;                    North         East    Units  Estimated Accuracy
 HR0030;SPC CA 4     -   718,490.    2,061,770.      MT  (+/- 180 meters Scaled)
 HR0030
 HR0030                          SUPERSEDED SURVEY CONTROL
 HR0030
 HR0030  NGVD 29 (??/??/92) 1220.776  (m)         4005.16   (f) ADJ UNCH    1 2
 HR0030
 HR0030.Superseded values are not recommended for survey control.
 HR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0030.See file dsdata.txt to determine how the superseded data were derived.
 HR0030
 HR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB844289(NAD 83)
 HR0030_MARKER: P = PIPE CAP
 HR0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0030_STAMPING: 22 4007 BF 1905
 HR0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0030
 HR0030  HISTORY     - Date     Condition        Report By
 HR0030  HISTORY     - 1905     MONUMENTED       USGS
 HR0030  HISTORY     - 1962     GOOD             NGS
 HR0030  HISTORY     - 1987     MARK NOT FOUND   NGS
 HR0030
 HR0030                          STATION DESCRIPTION
 HR0030
 HR0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0030'8.4 MI SE FROM BISHOP.
 HR0030'3.9 MILES EAST ALONG EAST LINE STREET AND POLETA CANYON ROAD
 HR0030'FROM THE BANK OF AMERICA IN BISHOP, THENCE 4.5 MILES SOUTH ALONG
 HR0030'THE ABANDONED GRADE OF THE SOUTHERN PACIFIC RAILROAD, 20 FEET
 HR0030'WEST OF THE CENTER LINE OF THE ROAD BED, 41 FEET WEST AND ACROSS
 HR0030'THE ROAD BED FROM THE CENTER LINE OF A TRACK ROAD, 8.7 FEET WEST
 HR0030'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD BED AND ON THE TOP OF
 HR0030'A 3-INCH PIPE PROJECTING 0.6 FOOT.
 HR0030
 HR0030                          STATION RECOVERY (1987)
 HR0030
 HR0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0030'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1003 ***********************************************************************
 HS1003  DESIGNATION -  22
 HS1003  PID         -  HS1003
 HS1003  STATE/COUNTY-  CA/TUOLUMNE
 HS1003  USGS QUAD   -  JAWBONE RIDGE (1979)
 HS1003
 HS1003                         *CURRENT SURVEY CONTROL
 HS1003  ___________________________________________________________________
 HS1003* NAD 83(1986)-  37 49 42.     (N)    120 00 13.     (W)     SCALED    
 HS1003* NAVD 88     -       877.896  (meters)    2880.23   (feet)  ADJUSTED  
 HS1003  ___________________________________________________________________
 HS1003  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 HS1003  DYNAMIC HT  -         877.082 (meters)    2877.56  (feet)  COMP
 HS1003  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 HS1003
 HS1003  VERT ORDER  -  FIRST     CLASS II
 HS1003
 HS1003.The horizontal coordinates were scaled from a topographic map and have
 HS1003.an estimated accuracy of +/- 6 seconds.
 HS1003
 HS1003.The orthometric height was determined by differential leveling
 HS1003.and adjusted in June 1991.
 HS1003
 HS1003.The geoid height was determined by GEOID03.
 HS1003
 HS1003.The dynamic height is computed by dividing the NAVD 88
 HS1003.geopotential number by the normal gravity value computed on the
 HS1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1003.degrees latitude (g = 980.6199 gals.).
 HS1003
 HS1003.The modeled gravity was interpolated from observed gravity values.
 HS1003
 HS1003;                    North         East    Units  Estimated Accuracy
 HS1003;SPC CA 3     -   647,540.    2,043,700.      MT  (+/- 180 meters Scaled)
 HS1003
 HS1003                          SUPERSEDED SURVEY CONTROL
 HS1003
 HS1003  NGVD 29 (??/??/92)  877.051  (m)         2877.46   (f) ADJ UNCH    1 2
 HS1003
 HS1003.Superseded values are not recommended for survey control.
 HS1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1003.See file dsdata.txt to determine how the superseded data were derived.
 HS1003
 HS1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG637910(NAD 83)
 HS1003_MARKER: DD = SURVEY DISK
 HS1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1003_SP_SET: CONCRETE POST
 HS1003_STAMPING: 22
 HS1003_MARK LOGO: HHWS  
 HS1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1003+STABILITY: SURFACE MOTION
 HS1003
 HS1003  HISTORY     - Date     Condition        Report By
 HS1003  HISTORY     - UNK      MONUMENTED       HHWS
 HS1003  HISTORY     - 1956     GOOD             NGS
 HS1003  HISTORY     - 1986     GOOD             NGS
 HS1003
 HS1003                          STATION DESCRIPTION
 HS1003
 HS1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HS1003'8.2 MI SW FROM EARLY INTAKE.
 HS1003'8.2 MILES SOUTHWEST ALONG THE CHERRY VALLEY ACCESS ROAD FROM THE
 HS1003'STEEL PLATE GIRDER BRIDGE OVER THE TUOLUMNE RIVER AT EARLY
 HS1003'INTAKE, 0.6 MILE NORTHEAST OF THE Y JUNCTION OF STATE HIGHWAY
 HS1003'120, ON THE OUTSIDE OF A CURVE, AT THE NORTHEAST END OF A CUT,
 HS1003'ON THE SOUTH BANK OF THE MIDDLE FORK TUOLUMNE RIVER, 85.6 FEET
 HS1003'SOUTH OF AND ACROSS THE ROAD FROM THE SOUTH EDGE OF THE WEST END
 HS1003'OF THE SOUTH ONE OF TWO 12-FOOT CORRUGATED METAL PIPE CULVERTS,
 HS1003'31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET WEST
 HS1003'OF THE CENTER LINE OF A FOOT PATH, 10 1/2 FEET NORTH OF A 40-INCH
 HS1003'SUGAR TREE, 1.5 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 HS1003'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HS1003
 HS1003                          STATION RECOVERY (1986)
 HS1003
 HS1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9039 ***********************************************************************
 JT9039  DESIGNATION -  22 1
 JT9039  PID         -  JT9039
 JT9039  STATE/COUNTY-  CA/NAPA
 JT9039  USGS QUAD   -  NAPA (1980)
 JT9039
 JT9039                         *CURRENT SURVEY CONTROL
 JT9039  ___________________________________________________________________
 JT9039* NAD 83(1986)-  38 19 30.     (N)    122 17 04.     (W)     SCALED    
 JT9039* NAVD 88     -        12.82   (+/-2cm)      42.1    (feet)  VERTCON   
 JT9039  ___________________________________________________________________
 JT9039  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT9039  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9039
 JT9039.The horizontal coordinates were scaled from a topographic map and have
 JT9039.an estimated accuracy of +/- 6 seconds.
 JT9039
 JT9039.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9039.The vertical order pertains to the NGVD 29 superseded value.
 JT9039
 JT9039.The geoid height was determined by GEOID03.
 JT9039
 JT9039;                    North         East    Units  Estimated Accuracy
 JT9039;SPC CA 2     -   573,120.    1,975,130.      MT  (+/- 180 meters Scaled)
 JT9039
 JT9039                          SUPERSEDED SURVEY CONTROL
 JT9039
 JT9039  NGVD 29 (??/??/92)   12.04   (m)           39.5    (f) COMPUTED    1 1
 JT9039
 JT9039.Superseded values are not recommended for survey control.
 JT9039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9039.See file dsdata.txt to determine how the superseded data were derived.
 JT9039
 JT9039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625421(NAD 83)
 JT9039_MARKER: DD = SURVEY DISK
 JT9039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT9039_SP_SET: MASSIVE STRUCTURE
 JT9039_STAMPING: 22-1 C OF N
 JT9039_MARK LOGO: CA2330
 JT9039_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT9039
 JT9039  HISTORY     - Date     Condition        Report By
 JT9039  HISTORY     - 1971     MONUMENTED       CA2330
 JT9039
 JT9039                          STATION DESCRIPTION
 JT9039
 JT9039'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9039'AT TRANCAS AVENUE AND NAPA RIVER BRIDGE, A BRASS CAP IN THE NORTHWEST
 JT9039'WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1995 ***********************************************************************
 DY1995  DESIGNATION -  22 10 A LA CO
 DY1995  PID         -  DY1995
 DY1995  STATE/COUNTY-  CA/LOS ANGELES
 DY1995  USGS QUAD   -  TORRANCE (1981)
 DY1995
 DY1995                         *CURRENT SURVEY CONTROL
 DY1995  ___________________________________________________________________
 DY1995* NAD 83(1986)-  33 49 54.     (N)    118 19 42.     (W)     SCALED    
 DY1995* NAVD 88     -        26.89   (+/-2cm)      88.2    (feet)  VERTCON   
 DY1995  ___________________________________________________________________
 DY1995  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DY1995  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1995
 DY1995.The horizontal coordinates were scaled from a topographic map and have
 DY1995.an estimated accuracy of +/- 6 seconds.
 DY1995
 DY1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1995.The vertical order pertains to the NGVD 29 superseded value.
 DY1995
 DY1995.The geoid height was determined by GEOID03.
 DY1995
 DY1995;                    North         East    Units  Estimated Accuracy
 DY1995;SPC CA 5     -   536,840.    1,969,610.      MT  (+/- 180 meters Scaled)
 DY1995
 DY1995                          SUPERSEDED SURVEY CONTROL
 DY1995
 DY1995  NGVD 29 (??/??/92)   26.150  (m)           85.79   (f) ADJ UNCH    1 1
 DY1995
 DY1995.Superseded values are not recommended for survey control.
 DY1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1995.See file dsdata.txt to determine how the superseded data were derived.
 DY1995
 DY1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770442(NAD 83)
 DY1995_MARKER: S = SPIKE
 DY1995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1995_SP_SET: CURB
 DY1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1995
 DY1995  HISTORY     - Date     Condition        Report By
 DY1995  HISTORY     - UNK      MONUMENTED       CA1980
 DY1995  HISTORY     - 1968     GOOD             CA1980
 DY1995  HISTORY     - 1974     GOOD
 DY1995
 DY1995                          STATION DESCRIPTION
 DY1995
 DY1995'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1995'AT TORRANCE.
 DY1995'BOAT SPIKE 22-10A IN TOP OF THE WEST CURB OF CRENSHAW BOULEVARD,
 DY1995'7.0 FEET SOUTH OF BEGINNING OF CURB RETURN AT SOUTHWEST
 DY1995'CORNER OF CARSON STREET.
 DY1995
 DY1995                          STATION RECOVERY (1974)
 DY1995
 DY1995'RECOVERED 1974
 DY1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1996 ***********************************************************************
 DY1996  DESIGNATION -  22 10 A LA CO RESET 1960
 DY1996  PID         -  DY1996
 DY1996  STATE/COUNTY-  CA/LOS ANGELES
 DY1996  USGS QUAD   -  TORRANCE (1981)
 DY1996
 DY1996                         *CURRENT SURVEY CONTROL
 DY1996  ___________________________________________________________________
 DY1996* NAD 83(1986)-  33 49 53.     (N)    118 19 42.     (W)     SCALED    
 DY1996* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 DY1996  ___________________________________________________________________
 DY1996  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DY1996  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1996
 DY1996.The horizontal coordinates were scaled from a topographic map and have
 DY1996.an estimated accuracy of +/- 6 seconds.
 DY1996
 DY1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1996.The vertical order pertains to the NGVD 29 superseded value.
 DY1996
 DY1996.The geoid height was determined by GEOID03.
 DY1996
 DY1996;                    North         East    Units  Estimated Accuracy
 DY1996;SPC CA 5     -   536,810.    1,969,610.      MT  (+/- 180 meters Scaled)
 DY1996
 DY1996                          SUPERSEDED SURVEY CONTROL
 DY1996
 DY1996  NGVD 29 (??/??/92)   26.169  (m)           85.86   (f) ADJ UNCH    1 1
 DY1996
 DY1996.Superseded values are not recommended for survey control.
 DY1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1996.See file dsdata.txt to determine how the superseded data were derived.
 DY1996
 DY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770442(NAD 83)
 DY1996_MARKER: DD = SURVEY DISK
 DY1996_SETTING: 0 = UNSPECIFIED SETTING
 DY1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1996
 DY1996  HISTORY     - Date     Condition        Report By
 DY1996  HISTORY     - 1960     MONUMENTED       CA-037
 DY1996  HISTORY     - 1968     GOOD             CA1980
 DY1996
 DY1996                          STATION DESCRIPTION
 DY1996
 DY1996'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1996'AT TORRANCE.
 DY1996'LOS ANGELES COUNTY MONUMENT 22-10 RESET 1960, 32 FEET EAST OF
 DY1996'CENTER LINE OF CRENSHAW BOULEVARD AND 28 FEET SOUTH OF CENTER
 DY1996'LINE OF CARSON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2397 ***********************************************************************
 FU2397  DESIGNATION -  22 13 1/4 S
 FU2397  PID         -  FU2397
 FU2397  STATE/COUNTY-  CA/KERN
 FU2397  USGS QUAD   -  TAFT (1973)
 FU2397
 FU2397                         *CURRENT SURVEY CONTROL
 FU2397  ___________________________________________________________________
 FU2397* NAD 83(1986)-  35 07 48.     (N)    119 22 35.     (W)     SCALED    
 FU2397* NAVD 88     -       166.35   (+/-2cm)     545.8    (feet)  VERTCON   
 FU2397  ___________________________________________________________________
 FU2397  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 FU2397  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2397
 FU2397.The horizontal coordinates were scaled from a topographic map and have
 FU2397.an estimated accuracy of +/- 6 seconds.
 FU2397
 FU2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2397.The vertical order pertains to the NGVD 29 superseded value.
 FU2397
 FU2397.The geoid height was determined by GEOID03.
 FU2397
 FU2397;                    North         East    Units  Estimated Accuracy
 FU2397;SPC CA 5     -   681,670.    1,874,560.      MT  (+/- 180 meters Scaled)
 FU2397
 FU2397                          SUPERSEDED SURVEY CONTROL
 FU2397
 FU2397  NGVD 29 (??/??/92)  165.557  (m)          543.16   (f) ADJ UNCH    1 1
 FU2397
 FU2397.Superseded values are not recommended for survey control.
 FU2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2397.See file dsdata.txt to determine how the superseded data were derived.
 FU2397
 FU2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU834900(NAD 83)
 FU2397_MARKER: DD = SURVEY DISK
 FU2397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2397_STAMPING: T 32 S R24E S22 1/4 WC 23 LGBMACD 50 FT
 FU2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2397
 FU2397  HISTORY     - Date     Condition        Report By
 FU2397  HISTORY     - UNK      MONUMENTED       SOCO
 FU2397  HISTORY     - 1964     GOOD             NGS
 FU2397  HISTORY     - 1973     GOOD             NGS
 FU2397
 FU2397                          STATION DESCRIPTION
 FU2397
 FU2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2397'4.2 MI E FROM TAFT.
 FU2397'4.15 MILES SOUTHEAST ALONG GARDNER FIELD ROAD FROM THE
 FU2397'INTERSECTION OF STATE HIGHWAY 33 AT TAFT, IN R24E T32S S
 FU2397'22-23 1/4, 0.2 MILE WEST OF A SOUTHERN CALIFORNIA GAS COMPANY
 FU2397'PLANT, AT THE Y JUNCTION OF HONOLULU ROAD LEADING NORTH, AT
 FU2397'THE CROSSING OF A TELEPHONE POLE LINE, 70 FEET SOUTH OF A
 FU2397'TELEPHONE POLE, 49 1/2 FEET NORTH OF THE CENTER LINE OF THE
 FU2397'ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST, 1.9 FEET NORTHWEST
 FU2397'OF BENCH MARK X 542, 0.1 FOOT SOUTHEAST OF A 4-INCH IRON PIPE
 FU2397'WHICH PROJECTS 3.5 FEET ABOVE THE GROUND, ABOUT 2 1/2 FEET
 FU2397'HIGHER THAN THE ROAD, AND BRAZED ON THE TOP OF A 4-INCH IRON
 FU2397'PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FU2397
 FU2397                          STATION RECOVERY (1973)
 FU2397
 FU2397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1653 ***********************************************************************
 DY1653  DESIGNATION -  22 2 A LA CO
 DY1653  PID         -  DY1653
 DY1653  STATE/COUNTY-  CA/LOS ANGELES
 DY1653  USGS QUAD   -  INGLEWOOD (1981)
 DY1653
 DY1653                         *CURRENT SURVEY CONTROL
 DY1653  ___________________________________________________________________
 DY1653* NAD 83(1986)-  33 53 15.     (N)    118 19 33.     (W)     SCALED    
 DY1653* NAVD 88     -        15.07   (+/-2cm)      49.4    (feet)  VERTCON   
 DY1653  ___________________________________________________________________
 DY1653  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DY1653  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1653
 DY1653.The horizontal coordinates were scaled from a topographic map and have
 DY1653.an estimated accuracy of +/- 6 seconds.
 DY1653
 DY1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1653.The vertical order pertains to the NGVD 29 superseded value.
 DY1653
 DY1653.The geoid height was determined by GEOID03.
 DY1653
 DY1653;                    North         East    Units  Estimated Accuracy
 DY1653;SPC CA 5     -   543,030.    1,969,860.      MT  (+/- 180 meters Scaled)
 DY1653
 DY1653                          SUPERSEDED SURVEY CONTROL
 DY1653
 DY1653  NGVD 29 (??/??/92)   14.330  (m)           47.01   (f) ADJ UNCH    1 1
 DY1653
 DY1653.Superseded values are not recommended for survey control.
 DY1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1653.See file dsdata.txt to determine how the superseded data were derived.
 DY1653
 DY1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT773504(NAD 83)
 DY1653_MARKER: DD = SURVEY DISK
 DY1653_SETTING: 0 = UNSPECIFIED SETTING
 DY1653_STAMPING: 22-2A 1960 RE5869
 DY1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1653
 DY1653  HISTORY     - Date     Condition        Report By
 DY1653  HISTORY     - 1960     MONUMENTED       CA-037
 DY1653  HISTORY     - 1968     GOOD             CA1980
 DY1653
 DY1653                          STATION DESCRIPTION
 DY1653
 DY1653'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1653'AT GARDENA.
 DY1653'LOS ANGELES COUNTY BENCH MARK MONUMENT, STAMPED 22-2A 1960
 DY1653'RE 5869, 105 FEET EAST OF CENTER LINE OF CRENSHAW BOULEVARD,
 DY1653'39.5 FEET SOUTH OF CENTER LINE OF MANHATTAN BEACH BOULEVARD.
 DY1653'(UNDER COVER).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0387 ***********************************************************************
 GT0387  DESIGNATION -  22 26 16 G
 GT0387  PID         -  GT0387
 GT0387  STATE/COUNTY-  CA/TULARE
 GT0387  USGS QUAD   -  WOODVILLE (1969)
 GT0387
 GT0387                         *CURRENT SURVEY CONTROL
 GT0387  ___________________________________________________________________
 GT0387* NAD 83(1986)-  36 00 53.     (N)    119 10 43.     (W)     SCALED    
 GT0387* NAVD 88     -       104.75   (+/-2cm)     343.7    (feet)  VERTCON   
 GT0387  ___________________________________________________________________
 GT0387  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 GT0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0387
 GT0387.The horizontal coordinates were scaled from a topographic map and have
 GT0387.an estimated accuracy of +/- 6 seconds.
 GT0387
 GT0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0387.The vertical order pertains to the NGVD 29 superseded value.
 GT0387
 GT0387.The geoid height was determined by GEOID03.
 GT0387
 GT0387;                    North         East    Units  Estimated Accuracy
 GT0387;SPC CA 4     -   575,620.    1,983,900.      MT  (+/- 180 meters Scaled)
 GT0387
 GT0387                          SUPERSEDED SURVEY CONTROL
 GT0387
 GT0387  NGVD 29 (??/??/92)  103.933  (m)          340.99   (f) ADJ UNCH    1 2
 GT0387
 GT0387.Superseded values are not recommended for survey control.
 GT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0387.See file dsdata.txt to determine how the superseded data were derived.
 GT0387
 GT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV036877(NAD 83)
 GT0387_MARKER: DD = SURVEY DISK
 GT0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0387_STAMPING: 22-26-16G
 GT0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0387+STABILITY: SURFACE MOTION
 GT0387
 GT0387  HISTORY     - Date     Condition        Report By
 GT0387  HISTORY     - UNK      MONUMENTED       BOR
 GT0387  HISTORY     - 1953     GOOD             NGS
 GT0387  HISTORY     - 1969     MARK NOT FOUND
 GT0387
 GT0387                          STATION DESCRIPTION
 GT0387
 GT0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GT0387'15 MI N FROM JOVISTA.
 GT0387'15.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 GT0387'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION
 GT0387'OF AVENUE 124 (16 1/2 E), 25 1/2 FEET EAST OF THE CENTER LINE OF
 GT0387'THE ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 GT0387'1 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.3 FEET SOUTH OF A
 GT0387'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 GT0387'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- IN
 GT0387'THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 16,
 GT0387'T 22 S, R 26 E.
 GT0387
 GT0387                          STATION RECOVERY (1969)
 GT0387
 GT0387'RECOVERED 1969
 GT0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1728 ***********************************************************************
 GT1728  DESIGNATION -  22 26 21 G
 GT1728  PID         -  GT1728
 GT1728  STATE/COUNTY-  CA/TULARE
 GT1728  USGS QUAD   -  WOODVILLE (1969)
 GT1728
 GT1728                         *CURRENT SURVEY CONTROL
 GT1728  ___________________________________________________________________
 GT1728* NAD 83(1986)-  36 00 01.     (N)    119 10 43.     (W)     SCALED    
 GT1728* NAVD 88     -       105.25   (+/-2cm)     345.3    (feet)  VERTCON   
 GT1728  ___________________________________________________________________
 GT1728  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 GT1728  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1728
 GT1728.The horizontal coordinates were scaled from a topographic map and have
 GT1728.an estimated accuracy of +/- 6 seconds.
 GT1728
 GT1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1728.The vertical order pertains to the NGVD 29 superseded value.
 GT1728
 GT1728.The geoid height was determined by GEOID03.
 GT1728
 GT1728;                    North         East    Units  Estimated Accuracy
 GT1728;SPC CA 4     -   574,020.    1,983,900.      MT  (+/- 180 meters Scaled)
 GT1728
 GT1728                          SUPERSEDED SURVEY CONTROL
 GT1728
 GT1728  NGVD 29 (??/??/92)  104.43   (m)          342.6    (f) COMPUTED    1 2
 GT1728
 GT1728.Superseded values are not recommended for survey control.
 GT1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1728.See file dsdata.txt to determine how the superseded data were derived.
 GT1728
 GT1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV036861(NAD 83)
 GT1728_MARKER: DD = SURVEY DISK
 GT1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1728_STAMPING: 22-26-21G
 GT1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1728+STABILITY: SURFACE MOTION
 GT1728
 GT1728  HISTORY     - Date     Condition        Report By
 GT1728  HISTORY     - UNK      MONUMENTED       BOR
 GT1728  HISTORY     - 1957     GOOD             NGS
 GT1728  HISTORY     - 1969     MARK NOT FOUND
 GT1728
 GT1728                          STATION DESCRIPTION
 GT1728
 GT1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT1728'14 MI N FROM JOVISTA.
 GT1728'14.0 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC
 GT1728'COMPANY RAILROAD STATION AT JOVISTA, IN R26E T22S, NEAR THE
 GT1728'NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 21, AT THE
 GT1728'T JUNCTION OF A DIRT FARM ROAD LEADING WEST, 54 FEET SOUTH
 GT1728'OF THE PROLONGATION OF THE CENTER LINE OF THE DIRT FARM ROAD,
 GT1728'37 FEET NORTH OF A POWER LINE POLE, 26 FEET EAST OF THE CENTER
 GT1728'LINE OF ROAD 176, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT
 GT1728'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 GT1728'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 GT1728
 GT1728                          STATION RECOVERY (1969)
 GT1728
 GT1728'RECOVERED 1969
 GT1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0862 ***********************************************************************
 FU0862  DESIGNATION -  22 26 33 B USBR
 FU0862  PID         -  FU0862
 FU0862  STATE/COUNTY-  CA/TULARE
 FU0862  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0862
 FU0862                         *CURRENT SURVEY CONTROL
 FU0862  ___________________________________________________________________
 FU0862* NAD 83(1986)-  35 58 45.     (N)    119 10 43.     (W)     SCALED    
 FU0862* NAVD 88     -       106.13   (+/-2cm)     348.2    (feet)  VERTCON   
 FU0862  ___________________________________________________________________
 FU0862  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 FU0862  VERT ORDER  -  THIRD (See Below)
 FU0862
 FU0862.The horizontal coordinates were scaled from a topographic map and have
 FU0862.an estimated accuracy of +/- 6 seconds.
 FU0862
 FU0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0862.The vertical order pertains to the NGVD 29 superseded value.
 FU0862
 FU0862.The geoid height was determined by GEOID03.
 FU0862
 FU0862;                    North         East    Units  Estimated Accuracy
 FU0862;SPC CA 4     -   571,680.    1,983,890.      MT  (+/- 180 meters Scaled)
 FU0862
 FU0862                          SUPERSEDED SURVEY CONTROL
 FU0862
 FU0862  NGVD 29 (??/??/??)  105.31   (m)          345.5    (f) RESET       3  
 FU0862
 FU0862.Superseded values are not recommended for survey control.
 FU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0862.See file dsdata.txt to determine how the superseded data were derived.
 FU0862
 FU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV035838(NAD 83)
 FU0862_MARKER: DD = SURVEY DISK
 FU0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0862_STAMPING: 22-26-33B
 FU0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0862+STABILITY: SURFACE MOTION
 FU0862
 FU0862  HISTORY     - Date     Condition        Report By
 FU0862  HISTORY     - UNK      MONUMENTED       BOR
 FU0862  HISTORY     - 1953     GOOD             NGS
 FU0862  HISTORY     - 1975     GOOD             DOD
 FU0862
 FU0862                          STATION DESCRIPTION
 FU0862
 FU0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0862'12.5 MI N FROM JOVISTA.
 FU0862'12.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU0862'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION
 FU0862'OF AVENUE 104 (14E), 129.8 FEET NORTHWEST OF THE NORTHWEST
 FU0862'CORNER OF THE SOUTH WING OF SAUSALITO SCHOOL, 36 FEET SOUTH
 FU0862'OF THE CENTER LINE OF THE AVENUE, 26 1/2 FEET EAST OF THE CENTER
 FU0862'LINE OF THE ROAD, 1.2 FEET NORTHWEST OF A FENCE CORNER POST,
 FU0862'1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE,
 FU0862'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 FU0862'THE GROUND.  IN R26E T22S, IN THE NORTHWEST CORNER OF SECTION
 FU0862'33.
 FU0862
 FU0862                          STATION RECOVERY (1975)
 FU0862
 FU0862'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 FU0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0860 ***********************************************************************
 FU0860  DESIGNATION -  22 26 33 E USBR
 FU0860  PID         -  FU0860
 FU0860  STATE/COUNTY-  CA/TULARE
 FU0860  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0860
 FU0860                         *CURRENT SURVEY CONTROL
 FU0860  ___________________________________________________________________
 FU0860* NAD 83(1986)-  35 58 21.     (N)    119 10 43.     (W)     SCALED    
 FU0860* NAVD 88     -       106.79   (+/-2cm)     350.4    (feet)  VERTCON   
 FU0860  ___________________________________________________________________
 FU0860  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 FU0860  VERT ORDER  -  THIRD (See Below)
 FU0860
 FU0860.The horizontal coordinates were scaled from a topographic map and have
 FU0860.an estimated accuracy of +/- 6 seconds.
 FU0860
 FU0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0860.The vertical order pertains to the NGVD 29 superseded value.
 FU0860
 FU0860.The geoid height was determined by GEOID03.
 FU0860
 FU0860;                    North         East    Units  Estimated Accuracy
 FU0860;SPC CA 4     -   570,940.    1,983,890.      MT  (+/- 180 meters Scaled)
 FU0860
 FU0860                          SUPERSEDED SURVEY CONTROL
 FU0860
 FU0860  NGVD 29 (??/??/??)  105.97   (m)          347.7    (f) RESET       3  
 FU0860
 FU0860.Superseded values are not recommended for survey control.
 FU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0860.See file dsdata.txt to determine how the superseded data were derived.
 FU0860
 FU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV035830(NAD 83)
 FU0860_MARKER: DD = SURVEY DISK
 FU0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0860_STAMPING: 22-26-33E
 FU0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0860+STABILITY: SURFACE MOTION
 FU0860
 FU0860  HISTORY     - Date     Condition        Report By
 FU0860  HISTORY     - UNK      MONUMENTED       BOR
 FU0860  HISTORY     - 1953     GOOD             NGS
 FU0860  HISTORY     - 1962     MARK NOT FOUND   NGS
 FU0860
 FU0860                          STATION DESCRIPTION
 FU0860
 FU0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0860'12 MI N FROM JOVISTA.
 FU0860'12.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU0860'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT MCS GROCERY,
 FU0860'ABOUT 50 YARDS NORTH OF THE INTERSECTION OF A DIRT FARM ROAD,
 FU0860'55.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 38 FEET
 FU0860'WEST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTHWEST OF A TELEPHONE
 FU0860'POLE, 0.8 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 FU0860'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 FU0860'GROUND.
 FU0860
 FU0860                          STATION RECOVERY (1962)
 FU0860
 FU0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1997 ***********************************************************************
 DY1997  DESIGNATION -  22 8 LA CO
 DY1997  PID         -  DY1997
 DY1997  STATE/COUNTY-  CA/LOS ANGELES
 DY1997  USGS QUAD   -  TORRANCE (1981)
 DY1997
 DY1997                         *CURRENT SURVEY CONTROL
 DY1997  ___________________________________________________________________
 DY1997* NAD 83(1986)-  33 50 51.     (N)    118 19 44.     (W)     SCALED    
 DY1997* NAVD 88     -        21.11   (+/-2cm)      69.3    (feet)  VERTCON   
 DY1997  ___________________________________________________________________
 DY1997  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DY1997  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1997
 DY1997.The horizontal coordinates were scaled from a topographic map and have
 DY1997.an estimated accuracy of +/- 6 seconds.
 DY1997
 DY1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1997.The vertical order pertains to the NGVD 29 superseded value.
 DY1997
 DY1997.The geoid height was determined by GEOID03.
 DY1997
 DY1997;                    North         East    Units  Estimated Accuracy
 DY1997;SPC CA 5     -   538,600.    1,969,560.      MT  (+/- 180 meters Scaled)
 DY1997
 DY1997                          SUPERSEDED SURVEY CONTROL
 DY1997
 DY1997  NGVD 29 (??/??/92)   20.374  (m)           66.84   (f) ADJ UNCH    1 1
 DY1997
 DY1997.Superseded values are not recommended for survey control.
 DY1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1997.See file dsdata.txt to determine how the superseded data were derived.
 DY1997
 DY1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770460(NAD 83)
 DY1997_MARKER: DD = SURVEY DISK
 DY1997_SETTING: 0 = UNSPECIFIED SETTING
 DY1997_STAMPING: BM 22-8 1952 RE 63
 DY1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1997
 DY1997  HISTORY     - Date     Condition        Report By
 DY1997  HISTORY     - 1952     MONUMENTED       CA-037
 DY1997  HISTORY     - 1968     GOOD             CA1980
 DY1997
 DY1997                          STATION DESCRIPTION
 DY1997
 DY1997'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1997'AT TORRANCE.
 DY1997'LOS ANGELES COUNTY SURVEY MONUMENT, STAMPED BM 22-8 1952 RE
 DY1997'63, ON THE WEST SIDE OF CRENSHAW BOULEVARD, 16 FEET EAST OF
 DY1997'7.0 FEET CHAIN LINK FENCE, 168 FEET NORTH OF NORTH RAIL OF
 DY1997'ATCHISON, TOPEKA AND SANTA FE RAILROAD NORTH OF DEL AMO BOULEVARD,
 DY1997'79 FEET NORTHERLY FROM POWER POLE 1505070E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0122 ***********************************************************************
 EU0122  DESIGNATION -  22 A
 EU0122  PID         -  EU0122
 EU0122  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0122  USGS QUAD   -  GENE WASH (1975)
 EU0122
 EU0122                         *CURRENT SURVEY CONTROL
 EU0122  ___________________________________________________________________
 EU0122* NAD 83(1986)-  34 17 34.     (N)    114 13 51.     (W)     SCALED    
 EU0122* NAVD 88     -       302.28   (+/-2cm)     991.7    (feet)  VERTCON   
 EU0122  ___________________________________________________________________
 EU0122  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0122  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0122
 EU0122.The horizontal coordinates were scaled from a topographic map and have
 EU0122.an estimated accuracy of +/- 6 seconds.
 EU0122
 EU0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0122.The vertical order pertains to the NGVD 29 superseded value.
 EU0122
 EU0122.The geoid height was determined by GEOID03.
 EU0122
 EU0122;                    North         East    Units  Estimated Accuracy
 EU0122;SPC CA 5     -   594,440.    2,346,920.      MT  (+/- 180 meters Scaled)
 EU0122
 EU0122                          SUPERSEDED SURVEY CONTROL
 EU0122
 EU0122  NGVD 29 (??/??/??)  301.635  (m)          989.61   (f) ADJUSTED    1 2
 EU0122
 EU0122.Superseded values are not recommended for survey control.
 EU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0122.See file dsdata.txt to determine how the superseded data were derived.
 EU0122
 EU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT548980(NAD 83)
 EU0122_MARKER: DD = SURVEY DISK
 EU0122_SETTING: 66 = SET IN ROCK OUTCROP
 EU0122_SP_SET: BEDROCK
 EU0122_STAMPING: 22 A
 EU0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0122+STABILITY: POSITION/ELEVATION WELL
 EU0122
 EU0122  HISTORY     - Date     Condition        Report By
 EU0122  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0122  HISTORY     - 1930     GOOD             MWDSC
 EU0122  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0122
 EU0122                          STATION DESCRIPTION
 EU0122
 EU0122'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0122'10 MI NE FROM EARP.
 EU0122'10.0 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY, AT THE EAST
 EU0122'SIDE OF THE SOUTH ENTRANCE TO BANDIT CANYON, 20 FEET EAST OF THE
 EU0122'ROAD, IN BEDROCK, AND ABOUT 7 FEET ABOVE THE CANYON FLOOR.
 EU0122'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0122'DISK, MARKED WITH A TEE.  NOTE-- IN MAY 1959 USGS REPORT BENCH
 EU0122'MARK IS BELOW PRESENT LEVEL OF COPPER BASIN RESERVOIR.
 EU0122
 EU0122                          STATION RECOVERY (1959)
 EU0122
 EU0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1689 ***********************************************************************
 JT1689  DESIGNATION -  22 A
 JT1689  PID         -  JT1689
 JT1689  STATE/COUNTY-  CA/NAPA
 JT1689  USGS QUAD   -  NAPA (1980)
 JT1689
 JT1689                         *CURRENT SURVEY CONTROL
 JT1689  ___________________________________________________________________
 JT1689* NAD 83(1986)-  38 19 32.     (N)    122 17 07.     (W)     SCALED    
 JT1689* NAVD 88     -        13.27   (+/-2cm)      43.5    (feet)  VERTCON   
 JT1689  ___________________________________________________________________
 JT1689  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1689  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1689
 JT1689.The horizontal coordinates were scaled from a topographic map and have
 JT1689.an estimated accuracy of +/- 6 seconds.
 JT1689
 JT1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1689.The vertical order pertains to the NGVD 29 superseded value.
 JT1689
 JT1689.The geoid height was determined by GEOID03.
 JT1689
 JT1689;                    North         East    Units  Estimated Accuracy
 JT1689;SPC CA 2     -   573,180.    1,975,060.      MT  (+/- 180 meters Scaled)
 JT1689
 JT1689                          SUPERSEDED SURVEY CONTROL
 JT1689
 JT1689  NGVD 29 (??/??/92)   12.48   (m)           40.9    (f) COMPUTED    1 1
 JT1689
 JT1689.Superseded values are not recommended for survey control.
 JT1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1689.See file dsdata.txt to determine how the superseded data were derived.
 JT1689
 JT1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624421(NAD 83)
 JT1689_MARKER: DD = SURVEY DISK
 JT1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1689_SP_SET: CONCRETE POST
 JT1689_STAMPING: 22 A C OF N
 JT1689_MARK LOGO: CA2330
 JT1689_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1689+STABILITY: SURFACE MOTION
 JT1689
 JT1689  HISTORY     - Date     Condition        Report By
 JT1689  HISTORY     - 1971     MONUMENTED       CA2330
 JT1689
 JT1689                          STATION DESCRIPTION
 JT1689
 JT1689'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1689'AT INTERSECTION OF TRANCAS AVENUE AND SOSCOL, 10 FT (3.0 M) WEST OF
 JT1689'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5557 ***********************************************************************
 AB5557  DESIGNATION -  22 A 69
 AB5557  PID         -  AB5557
 AB5557  STATE/COUNTY-  CA/RIVERSIDE
 AB5557  USGS QUAD   -  STEELE PEAK (1978)
 AB5557
 AB5557                         *CURRENT SURVEY CONTROL
 AB5557  ___________________________________________________________________
 AB5557* NAD 83(1986)-  33 50 42.     (N)    117 15 12.     (W)     SCALED    
 AB5557* NAVD 88     -       457.404  (meters)    1500.67   (feet)  ADJUSTED  
 AB5557  ___________________________________________________________________
 AB5557  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AB5557  DYNAMIC HT  -         456.886 (meters)    1498.97  (feet)  COMP
 AB5557  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 AB5557
 AB5557  VERT ORDER  -  FIRST     CLASS II
 AB5557
 AB5557.The horizontal coordinates were scaled from a topographic map and have
 AB5557.an estimated accuracy of +/- 6 seconds.
 AB5557
 AB5557.The orthometric height was determined by differential leveling
 AB5557.and adjusted in October 1996.
 AB5557
 AB5557.The geoid height was determined by GEOID03.
 AB5557
 AB5557.The dynamic height is computed by dividing the NAVD 88
 AB5557.geopotential number by the normal gravity value computed on the
 AB5557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5557.degrees latitude (g = 980.6199 gals.).
 AB5557
 AB5557.The modeled gravity was interpolated from observed gravity values.
 AB5557
 AB5557;                    North         East    Units  Estimated Accuracy
 AB5557;SPC CA 6     -   686,580.    1,907,140.      MT  (+/- 180 meters Scaled)
 AB5557
 AB5557                          SUPERSEDED SURVEY CONTROL
 AB5557
 AB5557.No superseded survey control is available for this station.
 AB5557
 AB5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT765449(NAD 83)
 AB5557_MARKER: DB = BENCH MARK DISK
 AB5557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5557_STAMPING: BM 22 A 69
 AB5557_MARK LOGO: CADH  
 AB5557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5557+STABILITY: SURFACE MOTION
 AB5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5557+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AB5557
 AB5557  HISTORY     - Date     Condition        Report By
 AB5557  HISTORY     - 1969     MONUMENTED       CADT
 AB5557
 AB5557                          STATION DESCRIPTION
 AB5557
 AB5557'DESCRIBED BY CALTRANS 1969
 AB5557'NEAR PERRIS, FROM INTERSECTION OF INTERSTATE 215 AND CAJALCO EXPWY
 AB5557'PROCEED WESTERLY ALONG CAJALCO EXPWY TO A STREET, PROCEED NORTHERLY
 AB5557'ALONG A STREET TO MESSENIA LANE, PROCEED NORTHEASTERLY ALONG MESSENIA
 AB5557'LANE TO END OF PAVEMENT, PROCEED WESTERLY ACROSS DIRT AREA
 AB5557'APPROXIMATELY 0.1 MILE (0.2 KM) TO MONUMENT, 530 FEET (161.5 M) NORTH
 AB5557'ALONG RAILROAD TRACKS FROM THE INTERSECTION OF THE RAILROAD TRACKS AND
 AB5557'CAJALCO EXPWY BRIDGE, 4.5 FEET (1.4 M) WEST OF CHAIN-LINK FENCE, 24
 AB5557'FEET (7.3 M) EAST OF RAILROAD TRACKS, INDICATED BY AN ALUMINUM POST,
 AB5557'FOUND A CA. DIV. OF HWY.  BRASS DISK STAMPED BM 22A-69. REFERENCE MWD
 AB5557'FB 4205 06 005.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3715 ***********************************************************************
 FU3715  DESIGNATION -  22 A BOC
 FU3715  PID         -  FU3715
 FU3715  STATE/COUNTY-  CA/KERN
 FU3715  USGS QUAD   -  BLACKWELLS CORNER (1982)
 FU3715
 FU3715                         *CURRENT SURVEY CONTROL
 FU3715  ___________________________________________________________________
 FU3715* NAD 83(1992)-  35 34 17.86967(N)    119 48 12.10950(W)     ADJUSTED  
 FU3715* NAVD 88     -              **(meters)            **(feet)            
 FU3715  ___________________________________________________________________
 FU3715  EPOCH DATE  -        1991.35
 FU3715  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 FU3715  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 FU3715  HORZ ORDER  -  THIRD
 FU3715
 FU3715.The horizontal coordinates were established by classical geodetic methods
 FU3715.and adjusted by the National Geodetic Survey in June 1996.
 FU3715.The horizontal coordinates are valid at the epoch date displayed above.
 FU3715.The epoch date for horizontal control is a decimal equivalence
 FU3715.of Year/Month/Day.
 FU3715
 FU3715
 FU3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU3715
 FU3715.The geoid height was determined by GEOID03.
 FU3715
 FU3715;                    North         East     Units Scale Factor Converg.
 FU3715;SPC CA 5     -   731,272.978 1,836,532.044   MT  1.00002457   -1 01 40.6
 FU3715;SPC CA 5     - 2,399,184.76  6,025,355.55   sFT  1.00002457   -1 01 40.6
 FU3715;UTM  11      - 3,940,054.872   245,947.132   MT  1.00039544   -1 37 53.9
 FU3715
 FU3715                          SUPERSEDED SURVEY CONTROL
 FU3715
 FU3715  NAD 83(1992)-  35 34 17.87340(N)    119 48 12.10878(W) AD(1991.35) 4
 FU3715  NAD 83(1986)-  35 34 17.87878(N)    119 48 12.10637(W) AD(1984.00) 4
 FU3715  NAD 27      -  35 34 18.01600(N)    119 48 08.63200(W) AD(       ) 3
 FU3715
 FU3715.Superseded values are not recommended for survey control.
 FU3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3715.See file dsdata.txt to determine how the superseded data were derived.
 FU3715
 FU3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4594740055(NAD 83)
 FU3715
 FU3715  HISTORY     - Date     Condition        Report By
 FU3715  HISTORY     - 1942     MONUMENTED       CGS
 FU3715  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 FU3715
 FU3715                          STATION DESCRIPTION
 FU3715
 FU3715'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 FU3715'STATION IS LOCATED ABOUT 7 MILES SE OF BLACKWELL CORNERS,
 FU3715'2 MILES NE OF N BELRIDGE, 1/2 MILE E OF HIGHWAY 33.  THIS MARK
 FU3715'IS PART OF A TRIANGULATION SYSTEM PUT IN BY THE BELRIDGE OIL
 FU3715'COMPANY AND CONSISTS OF A 1-INCH IRON PIPE WITH A WOODEN CORE.
 FU3715'
 FU3715'AN INTERSECTION STATION LOCATED BY THEODOLITE CUTS.
 FU3715
 FU3715                          STATION RECOVERY (1997)
 FU3715
 FU3715'RECOVERY NOTE BY US POWER SQUADRON 1997
 FU3715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0468 ***********************************************************************
 LT0468  DESIGNATION -  22 A RESET 1977
 LT0468  PID         -  LT0468
 LT0468  STATE/COUNTY-  CA/SHASTA
 LT0468  USGS QUAD   -  INWOOD (1985)
 LT0468
 LT0468                         *CURRENT SURVEY CONTROL
 LT0468  ___________________________________________________________________
 LT0468* NAD 83(1986)-  40 30 33.     (N)    121 56 12.     (W)     SCALED    
 LT0468* NAVD 88     -       813.78   (meters)    2669.9    (feet)  RESET     
 LT0468  ___________________________________________________________________
 LT0468  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LT0468  VERT ORDER  -  THIRD
 LT0468
 LT0468.The horizontal coordinates were scaled from a topographic map and have
 LT0468.an estimated accuracy of +/- 6 seconds.
 LT0468
 LT0468.The orthometric height was computed from unverified reset data.
 LT0468
 LT0468.The geoid height was determined by GEOID03.
 LT0468
 LT0468;                    North         East    Units  Estimated Accuracy
 LT0468;SPC CA 1     -   630,560.    2,005,370.      MT  (+/- 180 meters Scaled)
 LT0468
 LT0468                          SUPERSEDED SURVEY CONTROL
 LT0468
 LT0468  NGVD 29 (??/??/??)  812.93   (m)         2667.1    (f) RESET       3  
 LT0468
 LT0468.Superseded values are not recommended for survey control.
 LT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0468.See file dsdata.txt to determine how the superseded data were derived.
 LT0468
 LT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK900848(NAD 83)
 LT0468_MARKER: DD = SURVEY DISK
 LT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LT0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LT0468_STAMPING: 22 A 2666 RESET 1977
 LT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0468+STABILITY: SURFACE MOTION
 LT0468
 LT0468  HISTORY     - Date     Condition        Report By
 LT0468  HISTORY     - 1977     MONUMENTED       CADT
 LT0468  HISTORY     - 1982     GOOD             USGS
 LT0468
 LT0468                          STATION DESCRIPTION
 LT0468
 LT0468'DESCRIBED BY CALTRANS 1977
 LT0468'3.3 MI W FROM SHINGLETOWN.
 LT0468'3.3 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AND GENERAL
 LT0468'STORE AT SHINGLETON, IN THE SOUTHEAST 1/4 OF SECTION 26, R I W, T 31 N
 LT0468', AT THE 'Y' JUNCTION OF PONDEROSA WAY LEADING NORTHWEST 83 FEET
 LT0468'EAST OF THE CENTER LINE OF THE 'Y' JUNCTION, 53 FEET NORTH OF THE
 LT0468'CENTER LINE OF THE HIGHWAY.
 LT0468
 LT0468                          STATION RECOVERY (1982)
 LT0468
 LT0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LT0468'3.35 MILES WEST ALONG SR 44 FROM THE POST OFFICE AND GENERAL STORE AT
 LT0468'SHINGLETOWN, 85 FEET NORTHEAST OF THE T-RD. INT. WITH PONDEROSA WAY
 LT0468'LEADING NORTH. 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 LT0468'2.2 FEET HIGHER THAN THE ROADWAY, NEXT TO A WITNESS POST, AND SET IN
 LT0468'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0440 ***********************************************************************
 LT0440  DESIGNATION -  22 A USGS
 LT0440  PID         -  LT0440
 LT0440  STATE/COUNTY-  CA/SHASTA
 LT0440  USGS QUAD   -  INWOOD (1985)
 LT0440
 LT0440                         *CURRENT SURVEY CONTROL
 LT0440  ___________________________________________________________________
 LT0440* NAD 83(1986)-  40 30 33.     (N)    121 56 12.     (W)     SCALED    
 LT0440* NAVD 88     -       813.660  (meters)    2669.48   (feet)  ADJUSTED  
 LT0440  ___________________________________________________________________
 LT0440  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LT0440  DYNAMIC HT  -         813.152 (meters)    2667.82  (feet)  COMP
 LT0440  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 LT0440
 LT0440  VERT ORDER  -  SECOND    CLASS 0
 LT0440
 LT0440.The horizontal coordinates were scaled from a topographic map and have
 LT0440.an estimated accuracy of +/- 6 seconds.
 LT0440
 LT0440.The orthometric height was determined by differential leveling
 LT0440.and adjusted in June 1991.
 LT0440
 LT0440.The geoid height was determined by GEOID03.
 LT0440
 LT0440.The dynamic height is computed by dividing the NAVD 88
 LT0440.geopotential number by the normal gravity value computed on the
 LT0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0440.degrees latitude (g = 980.6199 gals.).
 LT0440
 LT0440.The modeled gravity was interpolated from observed gravity values.
 LT0440
 LT0440;                    North         East    Units  Estimated Accuracy
 LT0440;SPC CA 1     -   630,560.    2,005,370.      MT  (+/- 180 meters Scaled)
 LT0440
 LT0440                          SUPERSEDED SURVEY CONTROL
 LT0440
 LT0440  NGVD 29 (??/??/??)  812.804  (m)         2666.67   (f) ADJUSTED    2 0
 LT0440
 LT0440.Superseded values are not recommended for survey control.
 LT0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0440.See file dsdata.txt to determine how the superseded data were derived.
 LT0440
 LT0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK900848(NAD 83)
 LT0440_MARKER: DD = SURVEY DISK
 LT0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LT0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LT0440_STAMPING: 22 A 2666 1924
 LT0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0440+STABILITY: SURFACE MOTION
 LT0440
 LT0440  HISTORY     - Date     Condition        Report By
 LT0440  HISTORY     - 1924     MONUMENTED       USGS
 LT0440  HISTORY     - 1957     GOOD             NGS
 LT0440
 LT0440                          STATION DESCRIPTION
 LT0440
 LT0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LT0440'3.3 MI W FROM SHINGLETOWN.
 LT0440'3.3 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE
 LT0440'AND GENERAL STORE AT SHINGLETOWN, IN R1W T31N, IN THE SOUTHEAST
 LT0440'1/4 OF SECTION 26, AT THE Y JUNCTION OF PONDEROSA WAY LEADING
 LT0440'NORTHWEST, 65 FEET WEST OF THE CENTER OF THE Y JUNCTION, 16
 LT0440'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET WEST OF A
 LT0440'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 LT0440'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1691 ***********************************************************************
 JT1691  DESIGNATION -  22 B
 JT1691  PID         -  JT1691
 JT1691  STATE/COUNTY-  CA/NAPA
 JT1691  USGS QUAD   -  NAPA (1980)
 JT1691
 JT1691                         *CURRENT SURVEY CONTROL
 JT1691  ___________________________________________________________________
 JT1691* NAD 83(1986)-  38 19 31.     (N)    122 16 39.     (W)     SCALED    
 JT1691* NAVD 88     -         8.14   (+/-2cm)      26.7    (feet)  VERTCON   
 JT1691  ___________________________________________________________________
 JT1691  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1691  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1691
 JT1691.The horizontal coordinates were scaled from a topographic map and have
 JT1691.an estimated accuracy of +/- 6 seconds.
 JT1691
 JT1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1691.The vertical order pertains to the NGVD 29 superseded value.
 JT1691
 JT1691.The geoid height was determined by GEOID03.
 JT1691
 JT1691;                    North         East    Units  Estimated Accuracy
 JT1691;SPC CA 2     -   573,150.    1,975,740.      MT  (+/- 180 meters Scaled)
 JT1691
 JT1691                          SUPERSEDED SURVEY CONTROL
 JT1691
 JT1691  NGVD 29 (??/??/92)    7.35   (m)           24.1    (f) COMPUTED    1 1
 JT1691
 JT1691.Superseded values are not recommended for survey control.
 JT1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1691.See file dsdata.txt to determine how the superseded data were derived.
 JT1691
 JT1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631421(NAD 83)
 JT1691_MARKER: DD = SURVEY DISK
 JT1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1691_SP_SET: CONCRETE POST
 JT1691_STAMPING: 22 B C OF N
 JT1691_MARK LOGO: CA2330
 JT1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1691+STABILITY: SURFACE MOTION
 JT1691
 JT1691  HISTORY     - Date     Condition        Report By
 JT1691  HISTORY     - 1971     MONUMENTED       CA2330
 JT1691
 JT1691                          STATION DESCRIPTION
 JT1691
 JT1691'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1691'ALONG TRANCAS AVENUE, 300 FT (91.4 M) WEST ON SILVERADO TRAIL TO THE
 JT1691'NORTH, NORTH OF THE CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1691'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0124 ***********************************************************************
 EU0124  DESIGNATION -  22 C
 EU0124  PID         -  EU0124
 EU0124  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0124  USGS QUAD   -  GENE WASH (1975)
 EU0124
 EU0124                         *CURRENT SURVEY CONTROL
 EU0124  ___________________________________________________________________
 EU0124* NAD 83(1986)-  34 18 39.     (N)    114 12 07.     (W)     SCALED    
 EU0124* NAVD 88     -       304.88   (+/-2cm)    1000.3    (feet)  VERTCON   
 EU0124  ___________________________________________________________________
 EU0124  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EU0124  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0124
 EU0124.The horizontal coordinates were scaled from a topographic map and have
 EU0124.an estimated accuracy of +/- 6 seconds.
 EU0124
 EU0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0124.The vertical order pertains to the NGVD 29 superseded value.
 EU0124
 EU0124.The geoid height was determined by GEOID03.
 EU0124
 EU0124;                    North         East    Units  Estimated Accuracy
 EU0124;SPC CA 5     -   596,550.    2,349,500.      MT  (+/- 180 meters Scaled)
 EU0124
 EU0124                          SUPERSEDED SURVEY CONTROL
 EU0124
 EU0124  NGVD 29 (??/??/??)  304.249  (m)          998.19   (f) ADJUSTED    1 1
 EU0124
 EU0124.Superseded values are not recommended for survey control.
 EU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0124.See file dsdata.txt to determine how the superseded data were derived.
 EU0124
 EU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU574001(NAD 83)
 EU0124_MARKER: DD = SURVEY DISK
 EU0124_SETTING: 66 = SET IN ROCK OUTCROP
 EU0124_SP_SET: BEDROCK
 EU0124_STAMPING: 22 C
 EU0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0124+STABILITY: POSITION/ELEVATION WELL
 EU0124
 EU0124  HISTORY     - Date     Condition        Report By
 EU0124  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0124  HISTORY     - 1930     GOOD             MWDSC
 EU0124  HISTORY     - 1976     GOOD             NGS
 EU0124
 EU0124                          STATION DESCRIPTION
 EU0124
 EU0124'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0124'11.5 MI NE FROM EARP.
 EU0124'ABOUT 11-1/2 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY,
 EU0124'1.4 MILES EAST OF THE DIVIDE BETWEEN BANDIT CANYON AND JEAN
 EU0124'WASH, 50 FEET EAST OF THE ROAD TO JEAN CANYON, ON THE NORTHWEST
 EU0124'END OF A SMALL ROCKY MOUND, AND IN BEDROCK.  A METROPOLITAN
 EU0124'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED
 EU0124'WITH A TEE.
 EU0124
 EU0124                          STATION RECOVERY (1976)
 EU0124
 EU0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EU0124'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0124'DAM, THENCE 4.55 MILES NORTHWEST ALONG A PAVED ROAD, IN TOP OF A LONE
 EU0124'ROCK HILL, AT THE T JUNCTION OF COPPER BASIN ROAD LEADING SOUTHWEST TO
 EU0124'COPPER BASIN RESERVOIR, 168 FT. NORTHEAST OF THE NORTHEAST LEG OF
 EU0124'POWER LINE TOWER NUMBER 57 G 4, 227 FT. NORTHEAST OF THE CENTERLINE
 EU0124'OF THE ROAD, 100 FT. SOUTHEAST OF THE CENTERLINE OF A DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1696 ***********************************************************************
 EW1696  DESIGNATION -  22 C OF LA
 EW1696  PID         -  EW1696
 EW1696  STATE/COUNTY-  CA/LOS ANGELES
 EW1696  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1696
 EW1696                         *CURRENT SURVEY CONTROL
 EW1696  ___________________________________________________________________
 EW1696* NAD 83(1986)-  34 04 51.     (N)    118 23 22.     (W)     SCALED    
 EW1696* NAVD 88     -        69.93   (+/-2cm)     229.4    (feet)  VERTCON   
 EW1696  ___________________________________________________________________
 EW1696  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 EW1696  VERT ORDER  -  THIRD (See Below)
 EW1696
 EW1696.The horizontal coordinates were scaled from a topographic map and have
 EW1696.an estimated accuracy of +/- 6 seconds.
 EW1696
 EW1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1696.The vertical order pertains to the NGVD 29 superseded value.
 EW1696
 EW1696.The geoid height was determined by GEOID03.
 EW1696
 EW1696;                    North         East    Units  Estimated Accuracy
 EW1696;SPC CA 5     -   564,500.    1,964,060.      MT  (+/- 180 meters Scaled)
 EW1696
 EW1696                          SUPERSEDED SURVEY CONTROL
 EW1696
 EW1696  NGVD 29 (??/??/??)   69.16   (m)          226.9    (f) RESET       3  
 EW1696
 EW1696.Superseded values are not recommended for survey control.
 EW1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1696.See file dsdata.txt to determine how the superseded data were derived.
 EW1696
 EW1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT718719(NAD 83)
 EW1696_MARKER: S = SPIKE
 EW1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1696_SP_SET: CONCRETE
 EW1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1696
 EW1696  HISTORY     - Date     Condition        Report By
 EW1696  HISTORY     - UNK      MONUMENTED       CA1980
 EW1696  HISTORY     - 1945     GOOD             NGS
 EW1696
 EW1696                          STATION DESCRIPTION
 EW1696
 EW1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1696'AT LOS ANGELES.
 EW1696'AT LOS ANGELES AT THE INTERSECTION OF SANTA MONICA BOULEVARD
 EW1696'AND DOHENY DRIVE, IN THE NORTHWEST CURB OF SANTA MONICA BOULEVARD
 EW1696'AND 55.5 FEET WEST OF THE WEST CURBLINE OF DOHENY DRIVE.  A
 EW1696'CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0298 ***********************************************************************
 DY0298  DESIGNATION -  22 C OF LB
 DY0298  PID         -  DY0298
 DY0298  STATE/COUNTY-  CA/LOS ANGELES
 DY0298  USGS QUAD   -  LONG BEACH (1981)
 DY0298
 DY0298                         *CURRENT SURVEY CONTROL
 DY0298  ___________________________________________________________________
 DY0298* NAD 83(1986)-  33 46 58.     (N)    118 10 03.     (W)     SCALED    
 DY0298* NAVD 88     -         9.34   (+/-2cm)      30.6    (feet)  VERTCON   
 DY0298  ___________________________________________________________________
 DY0298  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0298
 DY0298.The horizontal coordinates were scaled from a topographic map and have
 DY0298.an estimated accuracy of +/- 6 seconds.
 DY0298
 DY0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0298.The vertical order pertains to the NGVD 29 superseded value.
 DY0298
 DY0298.The geoid height was determined by GEOID03.
 DY0298
 DY0298;                    North         East    Units  Estimated Accuracy
 DY0298;SPC CA 5     -   531,380.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0298
 DY0298                          SUPERSEDED SURVEY CONTROL
 DY0298
 DY0298  NGVD 29 (??/??/92)    8.551  (m)           28.05   (f) ADJ UNCH    1 2
 DY0298
 DY0298.Superseded values are not recommended for survey control.
 DY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0298.See file dsdata.txt to determine how the superseded data were derived.
 DY0298
 DY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919386(NAD 83)
 DY0298_MARKER: DD = SURVEY DISK
 DY0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0298+STABILITY: SURFACE MOTION
 DY0298
 DY0298  HISTORY     - Date     Condition        Report By
 DY0298  HISTORY     - UNK      MONUMENTED       CA1970
 DY0298  HISTORY     - 1945     GOOD             NGS
 DY0298  HISTORY     - 1965     GOOD             NGS
 DY0298
 DY0298                          STATION DESCRIPTION
 DY0298
 DY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0298'AT LONG BEACH.
 DY0298'AT THE NORTHEAST CORNER OF INTERSECTION OF ANAHEIM STREET WITH CHERRY
 DY0298'AVENUE, 8.3 FEET EAST OF EAST CURB LINE OF CHERRY AVENUE, 4.5
 DY0298'FEET NORTH OF NORTH CURB LINE OF ANAHEIM STREET, IN CONCRETE POST
 DY0298'0.7 FOOT UNDERGROUND, REACHED THROUGH A 6-INCH IRON PIPE WITH
 DY0298'COVER MARKED LBBM.
 DY0298
 DY0298                          STATION RECOVERY (1965)
 DY0298
 DY0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0586 ***********************************************************************
 HS0586  DESIGNATION -  22 CADWR
 HS0586  PID         -  HS0586
 HS0586  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0586  USGS QUAD   -  TRACY (1981)
 HS0586
 HS0586                         *CURRENT SURVEY CONTROL
 HS0586  ___________________________________________________________________
 HS0586* NAD 83(1986)-  37 38 57.     (N)    121 24 57.     (W)     SCALED    
 HS0586* NAVD 88     -        74.99   (+/-2cm)     246.0    (feet)  VERTCON   
 HS0586  ___________________________________________________________________
 HS0586  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HS0586  VERT ORDER  -  THIRD (See Below)
 HS0586
 HS0586.The horizontal coordinates were scaled from a topographic map and have
 HS0586.an estimated accuracy of +/- 6 seconds.
 HS0586
 HS0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0586.The vertical order pertains to the NGVD 29 superseded value.
 HS0586
 HS0586.The geoid height was determined by GEOID03.
 HS0586
 HS0586;                    North         East    Units  Estimated Accuracy
 HS0586;SPC CA 3     -   627,930.    1,919,190.      MT  (+/- 180 meters Scaled)
 HS0586
 HS0586                          SUPERSEDED SURVEY CONTROL
 HS0586
 HS0586  NGVD 29 (??/??/??)   74.23   (m)          243.5    (f) RESET       3  
 HS0586
 HS0586.Superseded values are not recommended for survey control.
 HS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0586.See file dsdata.txt to determine how the superseded data were derived.
 HS0586
 HS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG397680(NAD 83)
 HS0586_MARKER: P = PIPE CAP
 HS0586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0586_STAMPING: 22
 HS0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0586
 HS0586  HISTORY     - Date     Condition        Report By
 HS0586  HISTORY     - UNK      MONUMENTED       CADWR
 HS0586  HISTORY     - 1964     GOOD             NGS
 HS0586
 HS0586                          STATION DESCRIPTION
 HS0586
 HS0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0586'6.4 MI S FROM TRACY.
 HS0586'0.2 MILE EAST ALONG U.S. HIGHWAY 50 FROM UNION HIGH SCHOOL AT
 HS0586'TRACY, THENCE 6.25 MILES SOUTH ALONG MAC ARTHUR DRIVE, 1.1 MILES
 HS0586'NORTH OF BENCH MARK 403.98 (HHWS), ABOUT 0.15 MILE NORTH OF THE
 HS0586'FREEWAY, 15 FEET EAST OF THE CENTER LINE OF THE DRIVE, 3 1/2
 HS0586'FEET NORTH OF TELEPHONE POLE 160, 2.9 FEET SOUTH OF A 4- BY 4-INCH
 HS0586'WOODEN WITNESS POST, ABOUT LEVEL WITH THE DRIVE, AND BOLTED ON THE
 HS0586'TOP OF AN IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0497 ***********************************************************************
 HS0497  DESIGNATION -  22 CAHD
 HS0497  PID         -  HS0497
 HS0497  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0497  USGS QUAD   -  LATHROP (1987)
 HS0497
 HS0497                         *CURRENT SURVEY CONTROL
 HS0497  ___________________________________________________________________
 HS0497* NAD 83(1986)-  37 50 24.     (N)    121 17 06.     (W)     SCALED    
 HS0497* NAVD 88     -         4.39   (+/-2cm)      14.4    (feet)  VERTCON   
 HS0497  ___________________________________________________________________
 HS0497  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HS0497  VERT ORDER  -  THIRD (See Below)
 HS0497
 HS0497.The horizontal coordinates were scaled from a topographic map and have
 HS0497.an estimated accuracy of +/- 6 seconds.
 HS0497
 HS0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0497.The vertical order pertains to the NGVD 29 superseded value.
 HS0497
 HS0497.The geoid height was determined by GEOID03.
 HS0497
 HS0497;                    North         East    Units  Estimated Accuracy
 HS0497;SPC CA 3     -   649,010.    1,930,910.      MT  (+/- 180 meters Scaled)
 HS0497
 HS0497                          SUPERSEDED SURVEY CONTROL
 HS0497
 HS0497  NGVD 29 (??/??/??)    3.68   (m)           12.1    (f) RESET       3  
 HS0497
 HS0497.Superseded values are not recommended for survey control.
 HS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0497.See file dsdata.txt to determine how the superseded data were derived.
 HS0497
 HS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG509894(NAD 83)
 HS0497_MARKER: DD = SURVEY DISK
 HS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0497+STABILITY: SURFACE MOTION
 HS0497
 HS0497  HISTORY     - Date     Condition        Report By
 HS0497  HISTORY     - UNK      MONUMENTED       CADH
 HS0497  HISTORY     - 1959     GOOD             NGS
 HS0497
 HS0497                          STATION DESCRIPTION
 HS0497
 HS0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0497'3.1 MI S FROM FRENCH CAMP.
 HS0497'3.1 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 HS0497'MATHEWS ROAD AT FRENCH CAMP, 0.1 MILE SOUTH OF THE T JUNCTION
 HS0497'OF SQUIRES ROAD LEADING EAST, BETWEEN THE EAST AND WEST TRAFFIC
 HS0497'LANES OF THE HIGHWAY, 83 FEET WEST OF THE CENTER LINE OF THE EAST
 HS0497'TRAFFIC LANES, 35 FEET EAST OF THE CENTER LINE OF THE WEST TRAFFIC
 HS0497'LANES, 1.4 FEET NORTH OF A METAL STATION MARKER PAINTED MON 22,
 HS0497'ABOUT 2 FEET LOWER THAN THE WEST LANES, AND SET IN THE TOP OF
 HS0497'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0125 ***********************************************************************
 EU0125  DESIGNATION -  22 D
 EU0125  PID         -  EU0125
 EU0125  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0125  USGS QUAD   -  GENE WASH (1975)
 EU0125
 EU0125                         *CURRENT SURVEY CONTROL
 EU0125  ___________________________________________________________________
 EU0125* NAD 83(1986)-  34 18 48.     (N)    114 11 11.     (W)     SCALED    
 EU0125* NAVD 88     -       248.96   (+/-2cm)     816.8    (feet)  VERTCON   
 EU0125  ___________________________________________________________________
 EU0125  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0125  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0125
 EU0125.The horizontal coordinates were scaled from a topographic map and have
 EU0125.an estimated accuracy of +/- 6 seconds.
 EU0125
 EU0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0125.The vertical order pertains to the NGVD 29 superseded value.
 EU0125
 EU0125.The geoid height was determined by GEOID03.
 EU0125
 EU0125;                    North         East    Units  Estimated Accuracy
 EU0125;SPC CA 5     -   596,880.    2,350,920.      MT  (+/- 180 meters Scaled)
 EU0125
 EU0125                          SUPERSEDED SURVEY CONTROL
 EU0125
 EU0125  NGVD 29 (??/??/??)  248.330  (m)          814.73   (f) ADJUSTED    1 2
 EU0125
 EU0125.Superseded values are not recommended for survey control.
 EU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0125.See file dsdata.txt to determine how the superseded data were derived.
 EU0125
 EU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU589004(NAD 83)
 EU0125_MARKER: DD = SURVEY DISK
 EU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0125_STAMPING: 22 D
 EU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0125+STABILITY: SURFACE MOTION
 EU0125
 EU0125  HISTORY     - Date     Condition        Report By
 EU0125  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0125  HISTORY     - 1930     GOOD             MWDSC
 EU0125  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0125
 EU0125                          STATION DESCRIPTION
 EU0125
 EU0125'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0125'12 MI NE FROM EARP.
 EU0125'12.0 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY, 2.7 MILES
 EU0125'EAST OF THE DIVIDE BETWEEN BANDIT CANYON AND JEAN WASH, 40
 EU0125'FEET SOUTHWEST OF THE SOUTH FORK OF THE ROAD LEADING TO JEAN
 EU0125'CANYON, AND ON A LOW RIDGE.  A METROPOLITAN WATER DISTRICT OF
 EU0125'SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE
 EU0125'POST AND MARKED WITH A TEE.
 EU0125
 EU0125                          STATION RECOVERY (1959)
 EU0125
 EU0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0548 ***********************************************************************
 GS0548  DESIGNATION -  22 D
 GS0548  PID         -  GS0548
 GS0548  STATE/COUNTY-  CA/INYO
 GS0548  USGS QUAD   -  EMIGRANT CANYON (1986)
 GS0548
 GS0548                         *CURRENT SURVEY CONTROL
 GS0548  ___________________________________________________________________
 GS0548* NAD 83(1986)-  36 29 05.     (N)    117 13 50.     (W)     SCALED    
 GS0548* NAVD 88     -       750.365  (meters)    2461.82   (feet)  ADJUSTED  
 GS0548  ___________________________________________________________________
 GS0548  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 GS0548  DYNAMIC HT  -         749.601 (meters)    2459.32  (feet)  COMP
 GS0548  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 GS0548
 GS0548  VERT ORDER  -  FIRST     CLASS II
 GS0548
 GS0548.The horizontal coordinates were scaled from a topographic map and have
 GS0548.an estimated accuracy of +/- 6 seconds.
 GS0548
 GS0548.The orthometric height was determined by differential leveling
 GS0548.and adjusted in June 1991.
 GS0548
 GS0548.The geoid height was determined by GEOID03.
 GS0548
 GS0548.The dynamic height is computed by dividing the NAVD 88
 GS0548.geopotential number by the normal gravity value computed on the
 GS0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0548.degrees latitude (g = 980.6199 gals.).
 GS0548
 GS0548.The modeled gravity was interpolated from observed gravity values.
 GS0548
 GS0548;                    North         East    Units  Estimated Accuracy
 GS0548;SPC CA 4     -   629,220.    2,158,540.      MT  (+/- 180 meters Scaled)
 GS0548
 GS0548                          SUPERSEDED SURVEY CONTROL
 GS0548
 GS0548  NGVD 29 (05/01/91)  749.495  (m)         2458.97   (f) ADJUSTED    1 2
 GS0548
 GS0548.Superseded values are not recommended for survey control.
 GS0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0548.See file dsdata.txt to determine how the superseded data were derived.
 GS0548
 GS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA793377(NAD 83)
 GS0548_MARKER: DB = BENCH MARK DISK
 GS0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GS0548_SP_SET: CONCRETE POST
 GS0548_STAMPING: 22 D 1948 2459
 GS0548_MARK LOGO: USGS  
 GS0548_PROJECTION: PROJECTING 12 CENTIMETERS
 GS0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0548+STABILITY: SURFACE MOTION
 GS0548
 GS0548  HISTORY     - Date     Condition        Report By
 GS0548  HISTORY     - 1948     MONUMENTED       USGS
 GS0548  HISTORY     - 1984     GOOD             NGS
 GS0548
 GS0548                          STATION DESCRIPTION
 GS0548
 GS0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GS0548'15.9 KM (9.9 MI) SW FROM STOVEPIPE WELLS.
 GS0548'15.95 KM (9.95 MI) SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE HOTEL AT
 GS0548'STOVEPIPE WELLS, 1.2 KM (0.75 MI) SOUTH OF THE Y JUNCTION OF EMIGRANT
 GS0548'CANYON ROAD, 0.36 KM (0.2 MI) SOUTH OF MILEPOST 76, 9.3 METERS
 GS0548'(30.5 FT) WEST OF THE HIGHWAY CENTERLINE AND 9.1 METERS (30 FT) EAST
 GS0548'OF THE EAST BANK OF A DRY WASH.
 GS0548'THE MARK IS 0.2 METERS  E FROM  A WOODEN POST
 GS0548'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0126 ***********************************************************************
 EU0126  DESIGNATION -  22 E
 EU0126  PID         -  EU0126
 EU0126  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0126  USGS QUAD   -  GENE WASH (1975)
 EU0126
 EU0126                         *CURRENT SURVEY CONTROL
 EU0126  ___________________________________________________________________
 EU0126* NAD 83(1986)-  34 18 31.     (N)    114 10 43.     (W)     SCALED    
 EU0126* NAVD 88     -       227.22   (+/-2cm)     745.5    (feet)  VERTCON   
 EU0126  ___________________________________________________________________
 EU0126  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0126  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0126
 EU0126.The horizontal coordinates were scaled from a topographic map and have
 EU0126.an estimated accuracy of +/- 6 seconds.
 EU0126
 EU0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0126.The vertical order pertains to the NGVD 29 superseded value.
 EU0126
 EU0126.The geoid height was determined by GEOID03.
 EU0126
 EU0126;                    North         East    Units  Estimated Accuracy
 EU0126;SPC CA 5     -   596,380.    2,351,660.      MT  (+/- 180 meters Scaled)
 EU0126
 EU0126                          SUPERSEDED SURVEY CONTROL
 EU0126
 EU0126  NGVD 29 (??/??/??)  226.598  (m)          743.43   (f) ADJUSTED    1 2
 EU0126
 EU0126.Superseded values are not recommended for survey control.
 EU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0126.See file dsdata.txt to determine how the superseded data were derived.
 EU0126
 EU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT596999(NAD 83)
 EU0126_MARKER: DD = SURVEY DISK
 EU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0126_STAMPING: 22 E
 EU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0126+STABILITY: SURFACE MOTION
 EU0126
 EU0126  HISTORY     - Date     Condition        Report By
 EU0126  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0126  HISTORY     - 1930     GOOD             MWDSC
 EU0126  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0126
 EU0126                          STATION DESCRIPTION
 EU0126
 EU0126'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0126'12.2 MI NE FROM EARP.
 EU0126'ABOUT 12-1/4 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY,
 EU0126'3.4 MILES EAST OF THE DIVIDE BETWEEN BANDIT CANYON AND JEAN
 EU0126'WASH, 0.4 MILE NORTHWEST OF THE WEST ENTRANCE TO JEAN CANYON,
 EU0126'100 FEET SOUTHEAST OF THE SOUTH FORK OF THE ROAD LEADING TO
 EU0126'JEAN CANYON, AND ON THE TOP OF A LONG LOW RIDGE.  A METROPOLITAN
 EU0126'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN
 EU0126'THE TOP OF A CONCRETE POST AND MARKED WITH A TEE.
 EU0126
 EU0126                          STATION RECOVERY (1959)
 EU0126
 EU0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0127 ***********************************************************************
 EU0127  DESIGNATION -  22 F
 EU0127  PID         -  EU0127
 EU0127  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0127  USGS QUAD   -  GENE WASH (1975)
 EU0127
 EU0127                         *CURRENT SURVEY CONTROL
 EU0127  ___________________________________________________________________
 EU0127* NAD 83(1986)-  34 18 12.     (N)    114 10 21.     (W)     SCALED    
 EU0127* NAVD 88     -       193.27   (+/-2cm)     634.1    (feet)  VERTCON   
 EU0127  ___________________________________________________________________
 EU0127  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0127  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0127
 EU0127.The horizontal coordinates were scaled from a topographic map and have
 EU0127.an estimated accuracy of +/- 6 seconds.
 EU0127
 EU0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0127.The vertical order pertains to the NGVD 29 superseded value.
 EU0127
 EU0127.The geoid height was determined by GEOID03.
 EU0127
 EU0127;                    North         East    Units  Estimated Accuracy
 EU0127;SPC CA 5     -   595,820.    2,352,240.      MT  (+/- 180 meters Scaled)
 EU0127
 EU0127                          SUPERSEDED SURVEY CONTROL
 EU0127
 EU0127  NGVD 29 (??/??/??)  192.644  (m)          632.03   (f) ADJUSTED    1 2
 EU0127
 EU0127.Superseded values are not recommended for survey control.
 EU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0127.See file dsdata.txt to determine how the superseded data were derived.
 EU0127
 EU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT602994(NAD 83)
 EU0127_MARKER: DD = SURVEY DISK
 EU0127_SETTING: 66 = SET IN ROCK OUTCROP
 EU0127_SP_SET: SANDSTONE WALL
 EU0127_STAMPING: 22 F
 EU0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0127+STABILITY: POSITION/ELEVATION WELL
 EU0127
 EU0127  HISTORY     - Date     Condition        Report By
 EU0127  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0127  HISTORY     - 1930     GOOD             MWDSC
 EU0127  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0127
 EU0127                          STATION DESCRIPTION
 EU0127
 EU0127'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0127'12.2 MI NE FROM EARP.
 EU0127'ABOUT 12-1/4 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY,
 EU0127'150 FEET WEST OF THE END OF THE ROAD AT THE WEST ENTRANCE TO
 EU0127'JEAN CANYON, 10 FEET SOUTH OF THE ROAD, IN A CONGLOMERATE
 EU0127'SANDSTONE WALL, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 EU0127'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0127'DISK, MARKED WITH A TEE.  NOTE-- BELIEVE TO HAVE FALLEN BELOW
 EU0127'PRESENT WATER LEVEL OF GEN. WASH. RESERVOIR.
 EU0127
 EU0127                          STATION RECOVERY (1959)
 EU0127
 EU0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4896 ***********************************************************************
 EW4896  DESIGNATION -  22 F 52 CAHD
 EW4896  PID         -  EW4896
 EW4896  STATE/COUNTY-  CA/LOS ANGELES
 EW4896  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4896
 EW4896                         *CURRENT SURVEY CONTROL
 EW4896  ___________________________________________________________________
 EW4896* NAD 83(1986)-  34 21 25.     (N)    118 33 16.     (W)     SCALED    
 EW4896* NAVD 88     -       413.78   (+/-2cm)    1357.5    (feet)  VERTCON   
 EW4896  ___________________________________________________________________
 EW4896  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW4896  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4896
 EW4896.The horizontal coordinates were scaled from a topographic map and have
 EW4896.an estimated accuracy of +/- 6 seconds.
 EW4896
 EW4896.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4896.The vertical order pertains to the NGVD 29 superseded value.
 EW4896
 EW4896.The geoid height was determined by GEOID03.
 EW4896
 EW4896;                    North         East    Units  Estimated Accuracy
 EW4896;SPC CA 5     -   595,200.    1,949,000.      MT  (+/- 180 meters Scaled)
 EW4896
 EW4896                          SUPERSEDED SURVEY CONTROL
 EW4896
 EW4896  NGVD 29 (??/??/92)  412.940  (m)         1354.79   (f) ADJ UNCH    1 1
 EW4896
 EW4896.Superseded values are not recommended for survey control.
 EW4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4896.See file dsdata.txt to determine how the superseded data were derived.
 EW4896
 EW4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU570028(NAD 83)
 EW4896_MARKER: P = PIPE CAP
 EW4896_SETTING: 0 = UNSPECIFIED SETTING
 EW4896_STAMPING: BM 22-F-52
 EW4896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4896
 EW4896  HISTORY     - Date     Condition        Report By
 EW4896  HISTORY     - UNK      MONUMENTED       CADH
 EW4896  HISTORY     - 1968     GOOD
 EW4896  HISTORY     - 1971     GOOD             CA1980
 EW4896  HISTORY     - 1973     GOOD             CA-037
 EW4896
 EW4896                          STATION DESCRIPTION
 EW4896
 EW4896'DESCRIBED 1968
 EW4896'NEAR VALENCIA.
 EW4896'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- ABOUT 1.7 MILES
 EW4896'SOUTHEASTERLY ALONG HIGHWAY FROM ITS JUNCTION WITH LYONS AVENUE,
 EW4896'2.25 MILES NORTHERLY FROM BRIDGE NO. 53-1796 OVER GOLDEN STATE
 EW4896'FREEWAY, ON CENTER LINE CONSTRUCTION STATION 192+85.15.
 EW4896
 EW4896                          STATION RECOVERY (1971)
 EW4896
 EW4896'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4896'RECOVERED IN GOOD CONDITION.
 EW4896
 EW4896                          STATION RECOVERY (1973)
 EW4896
 EW4896'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4896'GOLDEN STATE HIGHWAY, ABOUT 1.7 MILES SOUTHEASTERLY ALONG HIGHWAY FROM
 EW4896'ITS JUNCTION WITH LYONS AVENUE, ABOUT 2.25 MILES NORTHERLY FROM BRIDGE
 EW4896'NO. 53-1796 OVER GOLDEN STATE FREEWAY, ON CENTER LINE CONSTRUCTION
 EW4896'STATION 192+85.15.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1993 ***********************************************************************
 EW1993  DESIGNATION -  22 F C OF LA
 EW1993  PID         -  EW1993
 EW1993  STATE/COUNTY-  CA/LOS ANGELES
 EW1993  USGS QUAD   -  PASADENA (1994)
 EW1993
 EW1993                         *CURRENT SURVEY CONTROL
 EW1993  ___________________________________________________________________
 EW1993* NAD 83(1986)-  34 12 20.     (N)    118 13 43.     (W)     SCALED    
 EW1993* NAVD 88     -       370.185  (meters)    1214.52   (feet)  READJUSTED
 EW1993  ___________________________________________________________________
 EW1993  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 EW1993  DYNAMIC HT  -         369.780 (meters)    1213.19  (feet)  COMP
 EW1993  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 EW1993
 EW1993  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1993
 EW1993.The horizontal coordinates were scaled from a topographic map and have
 EW1993.an estimated accuracy of +/- 6 seconds.
 EW1993
 EW1993.The orthometric height was determined by differential leveling
 EW1993.and adjusted in February 1993.
 EW1993.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1993.distribution rate of 0.0 thru 1.0 mm/km.
 EW1993.The height was derived from older observations constrained to new
 EW1993.heights in a crustal motion area.  The height is approximate in
 EW1993.relation to other heights in its vicinity.
 EW1993
 EW1993.The geoid height was determined by GEOID03.
 EW1993
 EW1993.The dynamic height is computed by dividing the NAVD 88
 EW1993.geopotential number by the normal gravity value computed on the
 EW1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1993.degrees latitude (g = 980.6199 gals.).
 EW1993
 EW1993.The modeled gravity was interpolated from observed gravity values.
 EW1993
 EW1993;                    North         East    Units  Estimated Accuracy
 EW1993;SPC CA 5     -   578,290.    1,978,930.      MT  (+/- 180 meters Scaled)
 EW1993
 EW1993                          SUPERSEDED SURVEY CONTROL
 EW1993
 EW1993  NGVD 29 (??/??/92)  369.374  (m)         1211.85   (f) ADJ UNCH    1 1
 EW1993
 EW1993.Superseded values are not recommended for survey control.
 EW1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1993.See file dsdata.txt to determine how the superseded data were derived.
 EW1993
 EW1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868856(NAD 83)
 EW1993_MARKER: DD = SURVEY DISK
 EW1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1993_STAMPING: 22-F
 EW1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1993+STABILITY: SURFACE MOTION
 EW1993
 EW1993  HISTORY     - Date     Condition        Report By
 EW1993  HISTORY     - UNK      MONUMENTED       CA1980
 EW1993  HISTORY     - 1968     GOOD             CA1980
 EW1993  HISTORY     - 1976     GOOD             NGS
 EW1993  HISTORY     - 1978     GOOD             NGS
 EW1993
 EW1993                          STATION DESCRIPTION
 EW1993
 EW1993'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1993'IN LOS ANGELES.
 EW1993'STANDARD BENCH MARK BRASS DISC, STAMPED 22-F, IN 8-INCH DIAMETER
 EW1993'CONCRETE MONUMENT, 2.3 FEET NORTH OF NORTH CURB LINE OF BROADVIEW
 EW1993'DRIVE, 11.5 FEET WEST OF THE WEST PROPERTY LINE OF THE ALLEY
 EW1993'WEST OF OCEAN VIEW BOULEVARD.
 EW1993
 EW1993                          STATION RECOVERY (1976)
 EW1993
 EW1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1993'0.9 MILE SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1993'FOOTHILL BOULEVARD AT LA CANADA, AT THE INTERSECTION OF OCEANVIEW AND
 EW1993'BROADVIEW DRIVE, 159 FT WEST OF THE WEST CURB OF OCEAN VIEW BOULEVARD
 EW1993', 6 FT WEST OF POWER POLE 28582A, 10.9 FT WEST OF WEST CURB OF A ALLEY
 EW1993'WAY NORTH, 2.3 FT NORTH OF THE NORTH CURB OF BROADVIEW DRIVE
 EW1993
 EW1993                          STATION RECOVERY (1978)
 EW1993
 EW1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2284 ***********************************************************************
 EV2284  DESIGNATION -  22 FMK
 EV2284  PID         -  EV2284
 EV2284  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2284  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2284
 EV2284                         *CURRENT SURVEY CONTROL
 EV2284  ___________________________________________________________________
 EV2284* NAD 83(1986)-  34 59 50.     (N)    117 37 35.     (W)     SCALED    
 EV2284* NAVD 88     -       763.388  (meters)    2504.55   (feet)  ADJUSTED  
 EV2284  ___________________________________________________________________
 EV2284  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV2284  DYNAMIC HT  -         762.530 (meters)    2501.73  (feet)  COMP
 EV2284  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 EV2284
 EV2284  VERT ORDER  -  FIRST     CLASS I
 EV2284
 EV2284.The horizontal coordinates were scaled from a topographic map and have
 EV2284.an estimated accuracy of +/- 6 seconds.
 EV2284
 EV2284.The orthometric height was determined by differential leveling
 EV2284.and adjusted in June 1991.
 EV2284
 EV2284.The geoid height was determined by GEOID03.
 EV2284
 EV2284.The dynamic height is computed by dividing the NAVD 88
 EV2284.geopotential number by the normal gravity value computed on the
 EV2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2284.degrees latitude (g = 980.6199 gals.).
 EV2284
 EV2284.The modeled gravity was interpolated from observed gravity values.
 EV2284
 EV2284;                    North         East    Units  Estimated Accuracy
 EV2284;SPC CA 5     -   666,140.    2,034,110.      MT  (+/- 180 meters Scaled)
 EV2284
 EV2284                          SUPERSEDED SURVEY CONTROL
 EV2284
 EV2284  NGVD 29 (??/??/92)  762.592  (m)         2501.94   (f) ADJ UNCH    1 1
 EV2284
 EV2284.Superseded values are not recommended for survey control.
 EV2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2284.See file dsdata.txt to determine how the superseded data were derived.
 EV2284
 EV2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU428729(NAD 83)
 EV2284_MARKER: DD = SURVEY DISK
 EV2284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2284_SP_SET: 10 FEET
 EV2284_STAMPING: 22 FMK 1973
 EV2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2284
 EV2284  HISTORY     - Date     Condition        Report By
 EV2284  HISTORY     - 1973     MONUMENTED       USGS
 EV2284  HISTORY     - 1974     GOOD             NGS
 EV2284  HISTORY     - 1977     GOOD             NGS
 EV2284
 EV2284                          STATION DESCRIPTION
 EV2284
 EV2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2284'1.6 MI E FROM BORON.
 EV2284'1.55 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2284'FROM THE STATION AT BORON, 46.0 FEET SOUTH OF THE SOUTH RAIL, 5 1/2
 EV2284'FEET SOUTH OF TELEPHONE POLE 192-18, 1.4 FEET WEST OF A WITNESS
 EV2284'POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A COPPER
 EV2284'COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER PORTION OF
 EV2284'THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT
 EV2284'ABOVE THE GROUND.  SECTION 33, T10N, R7W
 EV2284
 EV2284                          STATION RECOVERY (1977)
 EV2284
 EV2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0128 ***********************************************************************
 EU0128  DESIGNATION -  22 G
 EU0128  PID         -  EU0128
 EU0128  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0128  USGS QUAD   -  GENE WASH (1975)
 EU0128
 EU0128                         *CURRENT SURVEY CONTROL
 EU0128  ___________________________________________________________________
 EU0128* NAD 83(1986)-  34 18 03.     (N)    114 10 03.     (W)     SCALED    
 EU0128* NAVD 88     -       171.42   (+/-2cm)     562.4    (feet)  VERTCON   
 EU0128  ___________________________________________________________________
 EU0128  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EU0128  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0128
 EU0128.The horizontal coordinates were scaled from a topographic map and have
 EU0128.an estimated accuracy of +/- 6 seconds.
 EU0128
 EU0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0128.The vertical order pertains to the NGVD 29 superseded value.
 EU0128
 EU0128.The geoid height was determined by GEOID03.
 EU0128
 EU0128;                    North         East    Units  Estimated Accuracy
 EU0128;SPC CA 5     -   595,560.    2,352,710.      MT  (+/- 180 meters Scaled)
 EU0128
 EU0128                          SUPERSEDED SURVEY CONTROL
 EU0128
 EU0128  NGVD 29 (??/??/??)  170.795  (m)          560.35   (f) ADJUSTED    1 2
 EU0128
 EU0128.Superseded values are not recommended for survey control.
 EU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0128.See file dsdata.txt to determine how the superseded data were derived.
 EU0128
 EU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT606991(NAD 83)
 EU0128_MARKER: DD = SURVEY DISK
 EU0128_SETTING: 66 = SET IN ROCK OUTCROP
 EU0128_SP_SET: BEDROCK
 EU0128_STAMPING: 22 G
 EU0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0128+STABILITY: POSITION/ELEVATION WELL
 EU0128
 EU0128  HISTORY     - Date     Condition        Report By
 EU0128  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0128  HISTORY     - 1930     GOOD             MWDSC
 EU0128  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0128
 EU0128                          STATION DESCRIPTION
 EU0128
 EU0128'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0128'12.8 MI NE FROM EARP.
 EU0128'12-3/4 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY, ABOUT
 EU0128'1750 FEET EAST OF THE END OF THE JEAN WASH ROAD, AT THE NORTH
 EU0128'SIDE OF JEAN CANYON, IN BEDROCK, AND ABOUT 5 FEET ABOVE THE
 EU0128'CANYON FLOOR.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0128'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 EU0128
 EU0128                          STATION RECOVERY (1959)
 EU0128
 EU0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0129 ***********************************************************************
 EU0129  DESIGNATION -  22 H
 EU0129  PID         -  EU0129
 EU0129  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0129  USGS QUAD   -  GENE WASH (1975)
 EU0129
 EU0129                         *CURRENT SURVEY CONTROL
 EU0129  ___________________________________________________________________
 EU0129* NAD 83(1986)-  34 18 05.     (N)    114 09 36.     (W)     SCALED    
 EU0129* NAVD 88     -       150.56   (+/-2cm)     494.0    (feet)  VERTCON   
 EU0129  ___________________________________________________________________
 EU0129  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EU0129  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0129
 EU0129.The horizontal coordinates were scaled from a topographic map and have
 EU0129.an estimated accuracy of +/- 6 seconds.
 EU0129
 EU0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0129.The vertical order pertains to the NGVD 29 superseded value.
 EU0129
 EU0129.The geoid height was determined by GEOID03.
 EU0129
 EU0129;                    North         East    Units  Estimated Accuracy
 EU0129;SPC CA 5     -   595,650.    2,353,400.      MT  (+/- 180 meters Scaled)
 EU0129
 EU0129                          SUPERSEDED SURVEY CONTROL
 EU0129
 EU0129  NGVD 29 (??/??/??)  149.941  (m)          491.93   (f) ADJUSTED    1 2
 EU0129
 EU0129.Superseded values are not recommended for survey control.
 EU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0129.See file dsdata.txt to determine how the superseded data were derived.
 EU0129
 EU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT613992(NAD 83)
 EU0129_MARKER: DD = SURVEY DISK
 EU0129_SETTING: 66 = SET IN ROCK OUTCROP
 EU0129_SP_SET: BEDROCK
 EU0129_STAMPING: 22 H
 EU0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0129+STABILITY: POSITION/ELEVATION WELL
 EU0129
 EU0129  HISTORY     - Date     Condition        Report By
 EU0129  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0129  HISTORY     - 1930     GOOD             MWDSC
 EU0129  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0129
 EU0129                          STATION DESCRIPTION
 EU0129
 EU0129'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0129'13 MI NE FROM EARP.
 EU0129'13.0 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY, ABOUT
 EU0129'4500 FEET EAST OF THE END OF THE JEAN WASH ROAD, AT THE NORTH
 EU0129'SIDE OF JEAN CANYON, 40 FEET WEST OF SECOND PRELIMINARY LOCATION
 EU0129'SURVEY STATION 8+00 (P.I. 5), IN BEDROCK, AND ABOUT 5 FEET
 EU0129'ABOVE THE CANYON FLOOR.  A METROPOLITAN WATER DISTRICT OF
 EU0129'SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 EU0129
 EU0129                          STATION RECOVERY (1959)
 EU0129
 EU0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0130 ***********************************************************************
 EU0130  DESIGNATION -  22 J
 EU0130  PID         -  EU0130
 EU0130  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0130  USGS QUAD   -  GENE WASH (1975)
 EU0130
 EU0130                         *CURRENT SURVEY CONTROL
 EU0130  ___________________________________________________________________
 EU0130* NAD 83(1986)-  34 18 10.     (N)    114 09 30.     (W)     SCALED    
 EU0130* NAVD 88     -       138.84   (+/-2cm)     455.5    (feet)  VERTCON   
 EU0130  ___________________________________________________________________
 EU0130  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0130  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0130
 EU0130.The horizontal coordinates were scaled from a topographic map and have
 EU0130.an estimated accuracy of +/- 6 seconds.
 EU0130
 EU0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0130.The vertical order pertains to the NGVD 29 superseded value.
 EU0130
 EU0130.The geoid height was determined by GEOID03.
 EU0130
 EU0130;                    North         East    Units  Estimated Accuracy
 EU0130;SPC CA 5     -   595,810.    2,353,550.      MT  (+/- 180 meters Scaled)
 EU0130
 EU0130                          SUPERSEDED SURVEY CONTROL
 EU0130
 EU0130  NGVD 29 (??/??/??)  138.224  (m)          453.49   (f) ADJUSTED    1 2
 EU0130
 EU0130.Superseded values are not recommended for survey control.
 EU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0130.See file dsdata.txt to determine how the superseded data were derived.
 EU0130
 EU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT615993(NAD 83)
 EU0130_MARKER: DD = SURVEY DISK
 EU0130_SETTING: 66 = SET IN ROCK OUTCROP
 EU0130_SP_SET: BEDROCK
 EU0130_STAMPING: 22 J
 EU0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0130+STABILITY: POSITION/ELEVATION WELL
 EU0130
 EU0130  HISTORY     - Date     Condition        Report By
 EU0130  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0130  HISTORY     - 1930     GOOD             MWDSC
 EU0130  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0130
 EU0130                          STATION DESCRIPTION
 EU0130
 EU0130'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0130'13 MI NE FROM EARP.
 EU0130'13.0 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY, ABOUT
 EU0130'5300 FEET EAST OF THE END OF THE JEAN WASH ROAD, AT THE SOUTH
 EU0130'SIDE OF JEAN CANYON, 20 FEET SOUTH OF SECOND PRELIMINARY LOCATION
 EU0130'SURVEY STATION 1+20, IN BEDROCK, AND ABOUT 4 FEET ABOVE THE
 EU0130'CANYON FLOOR.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 EU0130'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- ROAD
 EU0130'CONSTRUCTION HAS PROBABLY COVERED UP THIS MARK.
 EU0130
 EU0130                          STATION RECOVERY (1959)
 EU0130
 EU0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2534 ***********************************************************************
 HS2534  DESIGNATION -  22 JD USGS
 HS2534  PID         -  HS2534
 HS2534  STATE/COUNTY-  CA/SANTA CLARA
 HS2534  USGS QUAD   -  MT BOARDMAN (1971)
 HS2534
 HS2534                         *CURRENT SURVEY CONTROL
 HS2534  ___________________________________________________________________
 HS2534* NAD 83(1986)-  37 23 29.     (N)    121 29 21.     (W)     SCALED    
 HS2534* NAVD 88     -       667.68   (+/-2cm)    2190.5    (feet)  VERTCON   
 HS2534  ___________________________________________________________________
 HS2534  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 HS2534  VERT ORDER  -  THIRD (See Below)
 HS2534
 HS2534.The horizontal coordinates were scaled from a topographic map and have
 HS2534.an estimated accuracy of +/- 6 seconds.
 HS2534
 HS2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2534.The vertical order pertains to the NGVD 29 superseded value.
 HS2534
 HS2534.The geoid height was determined by GEOID03.
 HS2534
 HS2534;                    North         East    Units  Estimated Accuracy
 HS2534;SPC CA 3     -   599,390.    1,912,410.      MT  (+/- 180 meters Scaled)
 HS2534
 HS2534                          SUPERSEDED SURVEY CONTROL
 HS2534
 HS2534  NGVD 29 (??/??/??)  666.80   (m)         2187.7    (f) RESET       3  
 HS2534
 HS2534.Superseded values are not recommended for survey control.
 HS2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2534.See file dsdata.txt to determine how the superseded data were derived.
 HS2534
 HS2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG337393(NAD 83)
 HS2534_MARKER: DD = SURVEY DISK
 HS2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2534_STAMPING: 22 JD 2187 1954
 HS2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2534+STABILITY: SURFACE MOTION
 HS2534
 HS2534  HISTORY     - Date     Condition        Report By
 HS2534  HISTORY     - 1954     MONUMENTED       USGS
 HS2534  HISTORY     - 1961     GOOD             NGS
 HS2534
 HS2534                          STATION DESCRIPTION
 HS2534
 HS2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2534'28.6 MI W FROM PATTERSON.
 HS2534'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2534'FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY
 HS2534'AVENUE, THENCE 24.9 MILES WEST ALONG DEL PUERTO CANYON ROAD,
 HS2534'0.2 MILE SOUTH AND EAST OF THE SAN ANTONIO RANGER STATION, 305
 HS2534'FEET EAST OF THE CENTER OF THE JUNCTION OF SAN ANTONIO AND
 HS2534'BEAUREGARD ROADS, 58 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HS2534'155 FEET EAST AND ACROSS THE ROAD FROM A POWER POLE, 0.6 FOOT
 HS2534'SOUTHEAST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD,
 HS2534'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HS2534'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AF9876 ***********************************************************************
 AF9876  DESIGNATION -  22 JRH
 AF9876  PID         -  AF9876
 AF9876  STATE/COUNTY-  CA/SAN DIEGO
 AF9876  USGS QUAD   -  SWEENEY PASS (1959)
 AF9876
 AF9876                         *CURRENT SURVEY CONTROL
 AF9876  ___________________________________________________________________
 AF9876* NAD 83(2007)-  32 48 23.89388(N)    116 07 32.82323(W)     ADJUSTED  
 AF9876* NAVD 88     -       324.201  (meters)    1063.65   (feet)  ADJUSTED  
 AF9876  ___________________________________________________________________
 AF9876  EPOCH DATE  -        2007.00
 AF9876  X           -  -2,363,044.068 (meters)                     COMP
 AF9876  Y           -  -4,818,083.749 (meters)                     COMP
 AF9876  Z           -   3,436,111.637 (meters)                     COMP
 AF9876  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 AF9876  ELLIP HEIGHT-         290.716 (meters)          (02/10/07) ADJUSTED
 AF9876  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AF9876  DYNAMIC HT  -         323.806 (meters)    1062.35  (feet)  COMP
 AF9876
 AF9876  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9876  Type    PID    Designation                      North   East  Ellip
 AF9876  -------------------------------------------------------------------
 AF9876  NETWORK AF9876 22 JRH                            1.22   1.74   6.84
 AF9876  -------------------------------------------------------------------
 AF9876  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 AF9876
 AF9876  VERT ORDER  -  THIRD
 AF9876
 AF9876.The horizontal coordinates were established by GPS observations
 AF9876.and adjusted by the National Geodetic Survey in February 2007.
 AF9876
 AF9876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9876.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9876.The horizontal coordinates are valid at the epoch date displayed above.
 AF9876.The epoch date for horizontal control is a decimal equivalence
 AF9876.of Year/Month/Day.
 AF9876
 AF9876.The orthometric height was determined by differential leveling
 AF9876.and adjusted in May 2000.
 AF9876
 AF9876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9876
 AF9876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9876
 AF9876.The ellipsoidal height was determined by GPS observations
 AF9876.and is referenced to NAD 83.
 AF9876
 AF9876.The geoid height was determined by GEOID03.
 AF9876
 AF9876.The dynamic height is computed by dividing the NAVD 88
 AF9876.geopotential number by the normal gravity value computed on the
 AF9876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9876.degrees latitude (g = 980.6199 gals.).
 AF9876
 AF9876.The modeled gravity was interpolated from observed gravity values.
 AF9876
 AF9876;                    North         East     Units Scale Factor Converg.
 AF9876;SPC CA 6     -   570,981.503 2,011,633.571   MT  0.99999620   +0 04 05.7
 AF9876;SPC CA 6     - 1,873,295.15  6,599,834.47   sFT  0.99999620   +0 04 05.7
 AF9876;UTM  11      - 3,630,189.370   581,844.587   MT  0.99968259   +0 28 25.3
 AF9876
 AF9876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9876!SPC CA 6     -   0.99995436  x   0.99999620  =   0.99995056
 AF9876!UTM  11      -   0.99995436  x   0.99968259  =   0.99963696
 AF9876
 AF9876                          SUPERSEDED SURVEY CONTROL
 AF9876
 AF9876  NAD 83(1992)-  32 48 23.87916(N)    116 07 32.80701(W) AD(1991.35) 1
 AF9876  ELLIP H (07/28/98)  290.866  (m)                       GP(       ) 4 2
 AF9876
 AF9876.Superseded values are not recommended for survey control.
 AF9876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9876.See file dsdata.txt to determine how the superseded data were derived.
 AF9876
 AF9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS8184530189(NAD 83)
 AF9876_MARKER: DB = BENCH MARK DISK
 AF9876_SETTING: 66 = SET IN ROCK OUTCROP
 AF9876_STAMPING: 22 JRH 1061 1957
 AF9876_MARK LOGO: USGS  
 AF9876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9876+STABILITY: POSITION/ELEVATION WELL
 AF9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9876+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2008
 AF9876
 AF9876  HISTORY     - Date     Condition        Report By
 AF9876  HISTORY     - 1957     MONUMENTED       USGS
 AF9876  HISTORY     - 19950329 GOOD             CADT
 AF9876  HISTORY     - 20040407 GOOD             COMPA
 AF9876  HISTORY     - 20080210 GOOD             INDIV
 AF9876
 AF9876                          STATION DESCRIPTION
 AF9876
 AF9876'DESCRIBED BY CALTRANS 1995 (ATD)
 AF9876'THE STATION IS LOCATED 8.8 MI (14.2 KM) NORTHWEST OF OCOTILLO ON THE
 AF9876'NORTHEAST SIDE OF SAN DIEGO COUNTY ROAD S-2 AT POST MILE 54.4.  TO
 AF9876'REACH FROM THE INTERSECTION OF INTERSTATE 8 AND IMPERIAL COUNTY S-2 IN
 AF9876'OCOTILLO, DRIVE NORTH THEN WEST ON S-2 FOR 1.35 MI (2.17 KM) TO THE
 AF9876'INTERSECTION OF SHELL CANYON ROAD.  CONTINUE STRAIGHT AHEAD WEST THEN
 AF9876'NORTHWEST 7.1 MI (11.4 KM) TO THE MONUMENT MARKER OF IMPERIAL AND SAN
 AF9876'DIEGO COUNTY LINE.  CONTINUE STRAIGHT AHEAD ON SAN DIEGO COUNTY RTE.
 AF9876'S-2 NORTHWEST 1.7 MI (2.7 KM) TO THE STATION MARK ON THE RIGHT,
 AF9876'NORTHEAST, AT THE TOP OF A ROCK OUTCROP.  THE STATION MARK IS 61.6 FT
 AF9876'(18.8 M) NORTHEAST OF THE CENTERLINE OF S-2, 121 FT (36.9 M) NORTHEAST
 AF9876'OF A SMALL SIGN AT THE EDGE OF A DIRT ROAD LEADING TO A LARGE DIRT
 AF9876'PARKING AREA, AND ABOUT 10 FT (3.0 M) HIGHER THAN THE ROAD.
 AF9876'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL
 AF9876'RUN IN SAN DIEGO TO ESTABLISH NAVD 1988.  OCCUPIED BY GPS RECEIVER AS
 AF9876'PART OF SAN DIEGO VERTICAL GPS SURVEY.
 AF9876
 AF9876                          STATION RECOVERY (2004)
 AF9876
 AF9876'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AF9876'RECOVERED IN GOOD CONDITION.
 AF9876
 AF9876                          STATION RECOVERY (2008)
 AF9876
 AF9876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AF9876'MARK IS IN GOOD CONDITION.  LOCATED IN LARGE ROCK IN ROCK OUTCROPPING
 AF9876'NORTHEAST OF HIGHWAY S2.
 AF9876'N 32 48.397 W 116 07.552
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0131 ***********************************************************************
 EU0131  DESIGNATION -  22 K
 EU0131  PID         -  EU0131
 EU0131  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0131  USGS QUAD   -  GENE WASH (1975)
 EU0131
 EU0131                         *CURRENT SURVEY CONTROL
 EU0131  ___________________________________________________________________
 EU0131* NAD 83(1986)-  34 18 18.     (N)    114 09 16.     (W)     SCALED    
 EU0131* NAVD 88     -       127.24   (+/-2cm)     417.5    (feet)  VERTCON   
 EU0131  ___________________________________________________________________
 EU0131  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EU0131  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0131
 EU0131.The horizontal coordinates were scaled from a topographic map and have
 EU0131.an estimated accuracy of +/- 6 seconds.
 EU0131
 EU0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0131.The vertical order pertains to the NGVD 29 superseded value.
 EU0131
 EU0131.The geoid height was determined by GEOID03.
 EU0131
 EU0131;                    North         East    Units  Estimated Accuracy
 EU0131;SPC CA 5     -   596,070.    2,353,890.      MT  (+/- 180 meters Scaled)
 EU0131
 EU0131                          SUPERSEDED SURVEY CONTROL
 EU0131
 EU0131  NGVD 29 (??/??/??)  126.622  (m)          415.43   (f) ADJUSTED    1 2
 EU0131
 EU0131.Superseded values are not recommended for survey control.
 EU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0131.See file dsdata.txt to determine how the superseded data were derived.
 EU0131
 EU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT618996(NAD 83)
 EU0131_MARKER: DD = SURVEY DISK
 EU0131_SETTING: 66 = SET IN ROCK OUTCROP
 EU0131_SP_SET: BEDROCK
 EU0131_STAMPING: 22 K
 EU0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0131+STABILITY: POSITION/ELEVATION WELL
 EU0131
 EU0131  HISTORY     - Date     Condition        Report By
 EU0131  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0131  HISTORY     - 1930     GOOD             MWDSC
 EU0131  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0131
 EU0131                          STATION DESCRIPTION
 EU0131
 EU0131'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0131'13.2 MI NE FROM EARP.
 EU0131'ABOUT 13-1/4 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY,
 EU0131'ABOUT 6900 FEET EAST OF THE END OF THE JEAN WASH ROAD, ABOUT
 EU0131'2500 FEET WEST OF COLORADO RIVER, AT THE NORTH SIDE OF JEAN
 EU0131'CANYON, 250 FEET NORTHEAST OF A M.W.D.S.C. TEST PIT, IN BEDROCK,
 EU0131'AND ABOUT 2 FEET ABOVE THE CANYON FLOOR.  A METROPOLITAN WATER
 EU0131'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A
 EU0131'TEE.  NOTE-- BENCH MARK IS BELIEVED TO HAVE FALLEN BELOW THE
 EU0131'PRESENT LEVEL OF HAVASU LAKE.
 EU0131
 EU0131                          STATION RECOVERY (1959)
 EU0131
 EU0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA9701 ***********************************************************************
 AA9701  DESIGNATION -  22 KSM RESET
 AA9701  PID         -  AA9701
 AA9701  STATE/COUNTY-  CA/INYO
 AA9701  USGS QUAD   -  BIG PINE (1994)
 AA9701
 AA9701                         *CURRENT SURVEY CONTROL
 AA9701  ___________________________________________________________________
 AA9701* NAD 83(1986)-  37 09 53.     (N)    118 17 21.     (W)     SCALED    
 AA9701* NAVD 88     -      1214.30   (meters)    3983.9    (feet)  RESET     
 AA9701  ___________________________________________________________________
 AA9701  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA9701  VERT ORDER  -  THIRD
 AA9701
 AA9701.The horizontal coordinates were scaled from a topographic map and have
 AA9701.an estimated accuracy of +/- 6 seconds.
 AA9701
 AA9701.The orthometric height was computed from unverified reset data.
 AA9701
 AA9701.The geoid height was determined by GEOID03.
 AA9701
 AA9701;                    North         East    Units  Estimated Accuracy
 AA9701;SPC CA 4     -   703,450.    2,063,130.      MT  (+/- 180 meters Scaled)
 AA9701
 AA9701                          SUPERSEDED SURVEY CONTROL
 AA9701
 AA9701.No superseded survey control is available for this station.
 AA9701
 AA9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB855139(NAD 83)
 AA9701_MARKER: DV = VERTICAL CONTROL DISK
 AA9701_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9701_SP_SET: BRIDGE WINGWALL
 AA9701_STAMPING: 22 KMS RESET 1993
 AA9701_MARK LOGO: NGS   
 AA9701_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9701
 AA9701  HISTORY     - Date     Condition        Report By
 AA9701  HISTORY     - 1993     MONUMENTED       CADT
 AA9701
 AA9701                          STATION DESCRIPTION
 AA9701
 AA9701'DESCRIBED BY CALTRANS 1993 (AL)
 AA9701'0.32 KM (0.20 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN
 AA9701'BIG PINE, IN THE TOP WEST END OF THE NORTHEAST WINGWALL OF HIGHWAY
 AA9701'BRIDGE NO.  48-36 OVER BIG PINE CREEK, 1.0 M (3.3 FT) EAST OF THE
 AA9701'METAL GUARD RAIL.  MARK IS 0.3 M (1.0 FT) NE OF NORTHWEST END OF
 AA9701'HEADWALL, 1.1 M (3.6 FT) EAST OF METAL RAIL, 2.2 M (7.2 FT) EAST OF
 AA9701'EDGE OF PAVEMENT US HIGHWAY 395, AND 12.3 M (40.4 FT) EAST OF
 AA9701'CENTERLINE OF US HIGHWAY 395 AT MILE POST 100.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0132 ***********************************************************************
 EU0132  DESIGNATION -  22 L
 EU0132  PID         -  EU0132
 EU0132  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0132  USGS QUAD   -  GENE WASH (1975)
 EU0132
 EU0132                         *CURRENT SURVEY CONTROL
 EU0132  ___________________________________________________________________
 EU0132* NAD 83(1986)-  34 18 32.     (N)    114 08 59.     (W)     SCALED    
 EU0132* NAVD 88     -       122.12   (+/-2cm)     400.7    (feet)  VERTCON   
 EU0132  ___________________________________________________________________
 EU0132  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EU0132  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0132
 EU0132.The horizontal coordinates were scaled from a topographic map and have
 EU0132.an estimated accuracy of +/- 6 seconds.
 EU0132
 EU0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0132.The vertical order pertains to the NGVD 29 superseded value.
 EU0132
 EU0132.The geoid height was determined by GEOID03.
 EU0132
 EU0132;                    North         East    Units  Estimated Accuracy
 EU0132;SPC CA 5     -   596,510.    2,354,310.      MT  (+/- 180 meters Scaled)
 EU0132
 EU0132                          SUPERSEDED SURVEY CONTROL
 EU0132
 EU0132  NGVD 29 (??/??/??)  121.508  (m)          398.65   (f) ADJUSTED    1 2
 EU0132
 EU0132.Superseded values are not recommended for survey control.
 EU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0132.See file dsdata.txt to determine how the superseded data were derived.
 EU0132
 EU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU623000(NAD 83)
 EU0132_MARKER: DB = BENCH MARK DISK
 EU0132_SETTING: 66 = SET IN ROCK OUTCROP
 EU0132_SP_SET: BEDROCK
 EU0132_STAMPING: 22 L
 EU0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EU0132+STABILITY: POSITION/ELEVATION WELL
 EU0132
 EU0132  HISTORY     - Date     Condition        Report By
 EU0132  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0132  HISTORY     - 1930     GOOD             MWDSC
 EU0132  HISTORY     - 1959     MARK NOT FOUND   USGS
 EU0132
 EU0132                          STATION DESCRIPTION
 EU0132
 EU0132'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930
 EU0132'13.5 MI NE FROM EARP.
 EU0132'ABOUT 13-1/2 MILES NORTHEAST OF EARP, SAN BERNARDINO COUNTY,
 EU0132'ABOUT 7900 FEET EAST OF THE END OF THE JEAN WASH ROAD, ABOUT
 EU0132'900 FEET WEST OF COLORADO RIVER, AT THE NORTH SIDE OF JEAN
 EU0132'CANYON, IN BEDROCK, AND ABOUT 3 FEET ABOVE THE CANYON FLOOR.
 EU0132'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EU0132'DISK, MARKED WITH A TEE.  NOTE-- BENCH MARK BELIEVED TO BE
 EU0132'BELOW THE PRESENT WATER LEVEL OF HAVASU LAKE.
 EU0132
 EU0132                          STATION RECOVERY (1959)
 EU0132
 EU0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EU0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1382 ***********************************************************************
 DY1382  DESIGNATION -  22 M C OF LA
 DY1382  PID         -  DY1382
 DY1382  STATE/COUNTY-  CA/LOS ANGELES
 DY1382  USGS QUAD   -  VENICE (1981)
 DY1382
 DY1382                         *CURRENT SURVEY CONTROL
 DY1382  ___________________________________________________________________
 DY1382* NAD 83(1986)-  33 57 35.     (N)    118 24 15.     (W)     SCALED    
 DY1382* NAVD 88     -        36.30   (+/-2cm)     119.1    (feet)  VERTCON   
 DY1382  ___________________________________________________________________
 DY1382  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1382  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1382
 DY1382.The horizontal coordinates were scaled from a topographic map and have
 DY1382.an estimated accuracy of +/- 6 seconds.
 DY1382
 DY1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1382.The vertical order pertains to the NGVD 29 superseded value.
 DY1382
 DY1382.The geoid height was determined by GEOID03.
 DY1382
 DY1382;                    North         East    Units  Estimated Accuracy
 DY1382;SPC CA 5     -   551,070.    1,962,640.      MT  (+/- 180 meters Scaled)
 DY1382
 DY1382                          SUPERSEDED SURVEY CONTROL
 DY1382
 DY1382  NGVD 29 (??/??/92)   35.55   (m)          116.6    (f) COMPUTED    1 2
 DY1382
 DY1382.Superseded values are not recommended for survey control.
 DY1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1382.See file dsdata.txt to determine how the superseded data were derived.
 DY1382
 DY1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT702585(NAD 83)
 DY1382_MARKER: DD = SURVEY DISK
 DY1382_SETTING: 0 = UNSPECIFIED SETTING
 DY1382_STAMPING: 22-M 117.28
 DY1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1382
 DY1382  HISTORY     - Date     Condition        Report By
 DY1382  HISTORY     - UNK      MONUMENTED       CA1980
 DY1382  HISTORY     - 1935     GOOD             NGS
 DY1382  HISTORY     - 1964     MARK NOT FOUND   CA1980
 DY1382
 DY1382                          STATION DESCRIPTION
 DY1382
 DY1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DY1382'IN LOS ANGELES.
 DY1382'IN LOS ANGELES ON WEST MANCHESTER AVENUE, BETWEEN SOUTH SEPULVEDA
 DY1382'BLVD. AND GEORGETOWN ROAD, ABOUT 2303 FEET WEST OF THE CENTER
 DY1382'LINE OF SOUTH SEPULVEDA BLVD., ABOUT 50 YARDS EAST OF A CROSS
 DY1382'LANE IN THE PARKWAY, 44 FEET EAST OF TELEPHONE POLE NO. 43894 T,
 DY1382'AND 2 FEET NORTH OF THE NORTH CURB OF WEST MANCHESTER AVENUE.
 DY1382
 DY1382                          STATION RECOVERY (1964)
 DY1382
 DY1382'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1964
 DY1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1418 ***********************************************************************
 LU1418  DESIGNATION -  22 RS USGS
 LU1418  PID         -  LU1418
 LU1418  STATE/COUNTY-  CA/HUMBOLDT
 LU1418  USGS QUAD   -  REDCREST (1969)
 LU1418
 LU1418                         *CURRENT SURVEY CONTROL
 LU1418  ___________________________________________________________________
 LU1418* NAD 83(1986)-  40 28 41.     (N)    123 55 31.     (W)     SCALED    
 LU1418* NAVD 88     -       108.39   (+/-2cm)     355.6    (feet)  VERTCON   
 LU1418  ___________________________________________________________________
 LU1418  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LU1418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1418
 LU1418.The horizontal coordinates were scaled from a topographic map and have
 LU1418.an estimated accuracy of +/- 6 seconds.
 LU1418
 LU1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1418.The vertical order pertains to the NGVD 29 superseded value.
 LU1418
 LU1418.The geoid height was determined by GEOID03.
 LU1418
 LU1418;                    North         East    Units  Estimated Accuracy
 LU1418;SPC CA 1     -   628,900.    1,836,770.      MT  (+/- 180 meters Scaled)
 LU1418
 LU1418                          SUPERSEDED SURVEY CONTROL
 LU1418
 LU1418  NGVD 29 (??/??/92)  107.416  (m)          352.41   (f) ADJ UNCH    2 0
 LU1418
 LU1418.Superseded values are not recommended for survey control.
 LU1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1418.See file dsdata.txt to determine how the superseded data were derived.
 LU1418
 LU1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK215812(NAD 83)
 LU1418_MARKER: DD = SURVEY DISK
 LU1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1418_STAMPING: 22 RS
 LU1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1418+STABILITY: SURFACE MOTION
 LU1418
 LU1418  HISTORY     - Date     Condition        Report By
 LU1418  HISTORY     - UNK      MONUMENTED       USGS
 LU1418  HISTORY     - 1948     GOOD             NGS
 LU1418
 LU1418                          STATION DESCRIPTION
 LU1418
 LU1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU1418'8.6 MI W FROM BRIDGEVILLE.
 LU1418'8.6 MILES WEST ALONG STATE HIGHWAY 36 FROM THE VAN DUZEN RIVER
 LU1418'BRIDGE AT BRIDGEVILLE, HUMBOLDT COUNTY, AND 21 FEET SOUTH OF THE
 LU1418'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 LU1418'STANDARD DISK, STAMPED 22 RS AND SET IN THE TOP OF A CONCRETE
 LU1418'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0075 ***********************************************************************
 JT0075  DESIGNATION -  22 TKM
 JT0075  PID         -  JT0075
 JT0075  STATE/COUNTY-  CA/NAPA
 JT0075  USGS QUAD   -  JERICHO VALLEY (1993)
 JT0075
 JT0075                         *CURRENT SURVEY CONTROL
 JT0075  ___________________________________________________________________
 JT0075* NAD 83(1986)-  38 50 54.     (N)    122 23 22.     (W)     SCALED    
 JT0075* NAVD 88     -       638.16   (+/-2cm)    2093.7    (feet)  VERTCON   
 JT0075  ___________________________________________________________________
 JT0075  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JT0075  VERT ORDER  -  THIRD (See Below)
 JT0075
 JT0075.The horizontal coordinates were scaled from a topographic map and have
 JT0075.an estimated accuracy of +/- 6 seconds.
 JT0075
 JT0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0075.The vertical order pertains to the NGVD 29 superseded value.
 JT0075
 JT0075.The geoid height was determined by GEOID03.
 JT0075
 JT0075;                    North         East    Units  Estimated Accuracy
 JT0075;SPC CA 2     -   631,240.    1,966,200.      MT  (+/- 180 meters Scaled)
 JT0075
 JT0075                          SUPERSEDED SURVEY CONTROL
 JT0075
 JT0075  NGVD 29 (??/??/??)  637.30   (m)         2090.9    (f) RESET       3  
 JT0075
 JT0075.Superseded values are not recommended for survey control.
 JT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0075.See file dsdata.txt to determine how the superseded data were derived.
 JT0075
 JT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ529001(NAD 83)
 JT0075_MARKER: DD = SURVEY DISK
 JT0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0075_SP_SET: CULVERT
 JT0075_STAMPING: 22 TKM 1942 2090
 JT0075_MARK LOGO: USGS  
 JT0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0075
 JT0075  HISTORY     - Date     Condition        Report By
 JT0075  HISTORY     - 1942     MONUMENTED       USGS
 JT0075  HISTORY     - 1966     GOOD             CGS
 JT0075
 JT0075                          STATION DESCRIPTION
 JT0075
 JT0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0075'15.2 MI SE FROM LOWER LAKE.
 JT0075'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0075'OFFICE AT LOWER LAKE, THENCE 0.95 MILE SOUTHEAST ALONG
 JT0075'BERRYESSA-KNOXVILLE ROAD, IN THE TOP OF A LEDGE ON THE SOUTH
 JT0075'SIDE OF A LARGE OUTCROP, 16 FEET NORTH OF THE CENTER LINE OF THE
 JT0075'ROAD, 162 FEET EAST OF THE CENTER OF THE JUNCTION OF A NORTH-SOUTH
 JT0075'DIRT ROAD, 79 FEET EAST OF THE CENTER OF THE NORTH END OF A 36-INCH
 JT0075'PIPE CULVERT, 1.0 FOOT WEST OF A WITNESS POST, AND ABOUT LEVEL
 JT0075'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1689 ***********************************************************************
 FU1689  DESIGNATION -  22 USE
 FU1689  PID         -  FU1689
 FU1689  STATE/COUNTY-  CA/KERN
 FU1689  USGS QUAD   -  CONNER SW (1973)
 FU1689
 FU1689                         *CURRENT SURVEY CONTROL
 FU1689  ___________________________________________________________________
 FU1689* NAD 83(1986)-  35 03 31.     (N)    119 11 56.     (W)     SCALED    
 FU1689* NAVD 88     -       182.22   (+/-2cm)     597.8    (feet)  VERTCON   
 FU1689  ___________________________________________________________________
 FU1689  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 FU1689  VERT ORDER  -  THIRD (See Below)
 FU1689
 FU1689.The horizontal coordinates were scaled from a topographic map and have
 FU1689.an estimated accuracy of +/- 6 seconds.
 FU1689
 FU1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1689.The vertical order pertains to the NGVD 29 superseded value.
 FU1689
 FU1689.The geoid height was determined by GEOID03.
 FU1689
 FU1689;                    North         East    Units  Estimated Accuracy
 FU1689;SPC CA 5     -   673,540.    1,890,640.      MT  (+/- 180 meters Scaled)
 FU1689
 FU1689                          SUPERSEDED SURVEY CONTROL
 FU1689
 FU1689  NGVD 29 (??/??/??)  181.46   (m)          595.3    (f) RESET       3  
 FU1689
 FU1689.Superseded values are not recommended for survey control.
 FU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1689.See file dsdata.txt to determine how the superseded data were derived.
 FU1689
 FU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU994817(NAD 83)
 FU1689_MARKER: DD = SURVEY DISK
 FU1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1689_STAMPING: 22
 FU1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1689+STABILITY: SURFACE MOTION
 FU1689
 FU1689  HISTORY     - Date     Condition        Report By
 FU1689  HISTORY     - UNK      MONUMENTED       DOD
 FU1689  HISTORY     - 1964     GOOD             NGS
 FU1689  HISTORY     - 1970     GOOD             NGS
 FU1689
 FU1689                          STATION DESCRIPTION
 FU1689
 FU1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU1689'11.1 MI E FROM MARICOPA.
 FU1689'11.1 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF
 FU1689'STATE HIGHWAY 33 AT MARICOPA, IN R22W T11N S11, 0.15 MILE EAST
 FU1689'OF CULVERT B-574+50, 48 FEET NORTH OF THE CENTER LINE OF THE
 FU1689'HIGHWAY, 37 1/2 FEET WEST OF THE CENTER LINE OF A DIRT ROAD
 FU1689'LEADING NORTH INTO A FIELD, 4 1/2 FEET EAST OF A TELEPHONE POLE,
 FU1689'1.1 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST,
 FU1689'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FU1689'POST FLUSH WITH THE GROUND.
 FU1689
 FU1689                          STATION RECOVERY (1970)
 FU1689
 FU1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1726 ***********************************************************************
 DY1726  DESIGNATION -  22 USGS
 DY1726  PID         -  DY1726
 DY1726  STATE/COUNTY-  CA/LOS ANGELES
 DY1726  USGS QUAD   -  TORRANCE (1981)
 DY1726
 DY1726                         *CURRENT SURVEY CONTROL
 DY1726  ___________________________________________________________________
 DY1726* NAD 83(1986)-  33 48 26.     (N)    118 21 52.     (W)     SCALED    
 DY1726* NAVD 88     -        36.97   (+/-2cm)     121.3    (feet)  VERTCON   
 DY1726  ___________________________________________________________________
 DY1726  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DY1726  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1726
 DY1726.The horizontal coordinates were scaled from a topographic map and have
 DY1726.an estimated accuracy of +/- 6 seconds.
 DY1726
 DY1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1726.The vertical order pertains to the NGVD 29 superseded value.
 DY1726
 DY1726.The geoid height was determined by GEOID03.
 DY1726
 DY1726;                    North         East    Units  Estimated Accuracy
 DY1726;SPC CA 5     -   534,140.    1,966,250.      MT  (+/- 180 meters Scaled)
 DY1726
 DY1726                          SUPERSEDED SURVEY CONTROL
 DY1726
 DY1726  NGVD 29 (??/??/92)   36.231  (m)          118.87   (f) ADJ UNCH    1 2
 DY1726
 DY1726.Superseded values are not recommended for survey control.
 DY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1726.See file dsdata.txt to determine how the superseded data were derived.
 DY1726
 DY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737416(NAD 83)
 DY1726_MARKER: DD = SURVEY DISK
 DY1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1726+STABILITY: SURFACE MOTION
 DY1726
 DY1726  HISTORY     - Date     Condition        Report By
 DY1726  HISTORY     - UNK      MONUMENTED       USGS
 DY1726  HISTORY     - 1960     MARK NOT FOUND   NGS
 DY1726
 DY1726                          STATION DESCRIPTION
 DY1726
 DY1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1726'3.5 MI SE FROM REDONDO BEACH.
 DY1726'ON WEST EDGE OF REDONDO TO WILMINGTON HIGHWAY, 1 FOOT FROM FENCE
 DY1726'AND 50 FEET EAST OF A SMALL HIGHWAY CULVERT, SET IN CONCRETE
 DY1726'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0915 ***********************************************************************
 DY0915  DESIGNATION -  22+00 USE
 DY0915  PID         -  DY0915
 DY0915  STATE/COUNTY-  CA/ORANGE
 DY0915  USGS QUAD   -  SEAL BEACH (1981)
 DY0915
 DY0915                         *CURRENT SURVEY CONTROL
 DY0915  ___________________________________________________________________
 DY0915* NAD 83(1986)-  33 44 00.     (N)    118 05 31.     (W)     SCALED    
 DY0915* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 DY0915  ___________________________________________________________________
 DY0915  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY0915  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0915
 DY0915.The horizontal coordinates were scaled from a topographic map and have
 DY0915.an estimated accuracy of +/- 6 seconds.
 DY0915
 DY0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0915.The vertical order pertains to the NGVD 29 superseded value.
 DY0915
 DY0915.The geoid height was determined by GEOID03.
 DY0915
 DY0915;                    North         East    Units  Estimated Accuracy
 DY0915;SPC CA 6     -   675,260.    1,829,320.      MT  (+/- 180 meters Scaled)
 DY0915
 DY0915                          SUPERSEDED SURVEY CONTROL
 DY0915
 DY0915  NGVD 29 (??/??/92)    3.389  (m)           11.12   (f) ADJ UNCH    1 2
 DY0915
 DY0915.Superseded values are not recommended for survey control.
 DY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0915.See file dsdata.txt to determine how the superseded data were derived.
 DY0915
 DY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT988331(NAD 83)
 DY0915_MARKER: P = PIPE CAP
 DY0915_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0915_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0915_STAMPING: 22+00 USCE 196
 DY0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0915
 DY0915  HISTORY     - Date     Condition        Report By
 DY0915  HISTORY     - UNK      MONUMENTED       DOD
 DY0915  HISTORY     - 1965     GOOD             NGS
 DY0915
 DY0915                          STATION DESCRIPTION
 DY0915
 DY0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0915'1.1 MI NW FROM SUNSET BEACH.
 DY0915'0.7 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY FROM THE WATER
 DY0915'TANK AT SUNSET BEACH TO AN ABANDONED BRIDGE ACROSS ANAHEIM BAY,
 DY0915'THENCE 0.4 MILE NORTHWEST ALONG THE TOP OF A JETTY, 55 FEET
 DY0915'NORTH OF THE SOUTH EDGE OF THE JETTY, 32 FEET SOUTH OF THE NORTH
 DY0915'EDGE OF THE JETTY, 15 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 DY0915'A BRASS CAP SCREWED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 DY0915'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1256 ***********************************************************************
 MX1256  DESIGNATION -  22.14
 MX1256  PID         -  MX1256
 MX1256  STATE/COUNTY-  CA/SISKIYOU
 MX1256  USGS QUAD   -  DILLON MTN (1983)
 MX1256
 MX1256                         *CURRENT SURVEY CONTROL
 MX1256  ___________________________________________________________________
 MX1256* NAD 83(1992)-  41 35 52.84246(N)    123 30 50.00639(W)     ADJUSTED  
 MX1256* NAVD 88     -       271.94   (+/-2cm)     892.2    (feet)  VERTCON   
 MX1256  ___________________________________________________________________
 MX1256  EPOCH DATE  -        1991.35
 MX1256  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 MX1256  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 MX1256  HORZ ORDER  -  SECOND
 MX1256  VERT ORDER  -  THIRD ? (See Below)
 MX1256
 MX1256.The horizontal coordinates were established by classical geodetic methods
 MX1256.and adjusted by the National Geodetic Survey in March 1994.
 MX1256.The horizontal coordinates are valid at the epoch date displayed above.
 MX1256.The epoch date for horizontal control is a decimal equivalence
 MX1256.of Year/Month/Day.
 MX1256
 MX1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1256.The vertical order pertains to the NGVD 29 superseded value.
 MX1256
 MX1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1256
 MX1256.The geoid height was determined by GEOID03.
 MX1256
 MX1256;                    North         East     Units Scale Factor Converg.
 MX1256;SPC CA 1     -   752,563.268 1,873,795.088   MT  0.99998329   -0 59 23.7
 MX1256;SPC CA 1     - 2,469,034.66  6,147,609.38   sFT  0.99998329   -0 59 23.7
 MX1256;UTM  10      - 4,605,273.010   457,173.923   MT  0.99962257   -0 20 28.2
 MX1256
 MX1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1256!SPC CA 1     -   0.99996144  x   0.99998329  =   0.99994473
 MX1256!UTM  10      -   0.99996144  x   0.99962257  =   0.99958402
 MX1256
 MX1256|---------------------------------------------------------------------|
 MX1256| PID    Reference Object                     Distance      Geod. Az  |
 MX1256|                                                           dddmmss.s |
 MX1256| CD8957 22.14 RM 2                            6.678 METERS 03054     |
 MX1256| MX1257 22.61                               APPROX. 0.6 KM 0365850.3 |
 MX1256| CD8956 22.14 RM 1                           11.765 METERS 13006     |
 MX1256|---------------------------------------------------------------------|
 MX1256
 MX1256                          SUPERSEDED SURVEY CONTROL
 MX1256
 MX1256  NAD 83(1986)-  41 35 52.83437(N)    123 30 50.01234(W) AD(1984.00) 2
 MX1256  NAD 27      -  41 35 53.38224(N)    123 30 45.78113(W) AD(       ) 2
 MX1256  NGVD 29 (07/19/86)  270.94   (m)          888.9    (f) LEVELING    3  
 MX1256
 MX1256.Superseded values are not recommended for survey control.
 MX1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1256.See file dsdata.txt to determine how the superseded data were derived.
 MX1256
 MX1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5717405273(NAD 83)
 MX1256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX1256
 MX1256  HISTORY     - Date     Condition        Report By
 MX1256  HISTORY     - 1971     MONUMENTED       CADH
 MX1256
 MX1256                          STATION DESCRIPTION
 MX1256
 MX1256'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1256'THE STATION IS LOCATED NEXT TO HWY 96 ABOUT 16 AIRLINE MILES
 MX1256'SOUTH SOUTHWEST OF HAPPY CAMP AND 2 AIRLINE MILES NORTHEAST
 MX1256'OF BLUE NOSE BRIDGE AND ABOUT 1500 FEET NORTH OF ELLIOTT CR.
 MX1256'
 MX1256'TO REACH THE STATION FROM U.S. POST OFFICE IN HAPPY CAMP.
 MX1256'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1256'AND TRAVEL SOUTH FOR 19.8 MILES TO 60 FT WIDE PARKING AREA
 MX1256'ON LEFT AND THE STATION.
 MX1256'
 MX1256'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD.
 MX1256'DISK STAMPED 22.14 1971 SET IN 12 IN SQUARE CONCRETE POST
 MX1256'LEVEL WITH GROUND.  THE STATION IS 51 FEET EAST OF THE CENTERLINE
 MX1256'OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.  A SURVEY MONUMENT
 MX1256'MARKER IS 2 FEET NORTHEAST.
 MX1256'
 MX1256'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1256'STANDARD.  DISK STAMPED 22.14 1971 R.M. 1 SET IN A 10 IN
 MX1256'DIAMETER CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 MX1256'
 MX1256'REFERENCE MARK 2 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1256'STANDARD.  DISK STAMPED 22.14 1971 R.M. 2, SET IN A 10 IN
 MX1256'DIAMETER CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 MX1256'
 MX1256'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1257 ***********************************************************************
 MX1257  DESIGNATION -  22.61
 MX1257  PID         -  MX1257
 MX1257  STATE/COUNTY-  CA/SISKIYOU
 MX1257  USGS QUAD   -  DILLON MTN (1983)
 MX1257
 MX1257                         *CURRENT SURVEY CONTROL
 MX1257  ___________________________________________________________________
 MX1257* NAD 83(1992)-  41 36 08.32907(N)    123 30 34.46925(W)     ADJUSTED  
 MX1257* NAVD 88     -       245.25   (+/-2cm)     804.6    (feet)  VERTCON   
 MX1257  ___________________________________________________________________
 MX1257  EPOCH DATE  -        1991.35
 MX1257  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 MX1257  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 MX1257  HORZ ORDER  -  SECOND
 MX1257  VERT ORDER  -  THIRD ? (See Below)
 MX1257
 MX1257.The horizontal coordinates were established by classical geodetic methods
 MX1257.and adjusted by the National Geodetic Survey in March 1994.
 MX1257.The horizontal coordinates are valid at the epoch date displayed above.
 MX1257.The epoch date for horizontal control is a decimal equivalence
 MX1257.of Year/Month/Day.
 MX1257
 MX1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1257.The vertical order pertains to the NGVD 29 superseded value.
 MX1257
 MX1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1257
 MX1257.The geoid height was determined by GEOID03.
 MX1257
 MX1257;                    North         East     Units Scale Factor Converg.
 MX1257;SPC CA 1     -   753,034.767 1,874,163.074   MT  0.99998429   -0 59 13.5
 MX1257;SPC CA 1     - 2,470,581.56  6,148,816.69   sFT  0.99998429   -0 59 13.5
 MX1257;UTM  10      - 4,605,748.474   457,536.416   MT  0.99962219   -0 20 18.0
 MX1257
 MX1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1257!SPC CA 1     -   0.99996562  x   0.99998429  =   0.99994991
 MX1257!UTM  10      -   0.99996562  x   0.99962219  =   0.99958782
 MX1257
 MX1257|---------------------------------------------------------------------|
 MX1257| PID    Reference Object                     Distance      Geod. Az  |
 MX1257|                                                           dddmmss.s |
 MX1257| CD8959 22.61 RM 2                            7.571 METERS 02717     |
 MX1257| MX1258 22.85                               APPROX. 0.5 KM 1164706.2 |
 MX1257| CD8958 22.61 RM 1                           23.576 METERS 34916     |
 MX1257|---------------------------------------------------------------------|
 MX1257
 MX1257                          SUPERSEDED SURVEY CONTROL
 MX1257
 MX1257  NAD 83(1986)-  41 36 08.32115(N)    123 30 34.47537(W) AD(1984.00) 2
 MX1257  NAD 27      -  41 36 08.86899(N)    123 30 30.24420(W) AD(       ) 2
 MX1257  NGVD 29 (07/19/86)  244.25   (m)          801.3    (f) LEVELING    3  
 MX1257
 MX1257.Superseded values are not recommended for survey control.
 MX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1257.See file dsdata.txt to determine how the superseded data were derived.
 MX1257
 MX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5753605748(NAD 83)
 MX1257_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1257_SETTING: 66 = SET IN ROCK OUTCROP
 MX1257
 MX1257  HISTORY     - Date     Condition        Report By
 MX1257  HISTORY     - 1971     MONUMENTED       CADH
 MX1257
 MX1257                          STATION DESCRIPTION
 MX1257
 MX1257'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1257'THE STATION IS LOCATED ABOUT 15.5 AIRLINE MILES SOUTH SOUTHWEST
 MX1257'OF HAPPY CAMP AND ABOUT 2 AIRLINE MILES NORTH NORTHEAST
 MX1257'OF BLUE NOSE BRIDGE, ON THE EAST SIDE OF HIGHWAY 96 AND WEST
 MX1257'OF THE KLAMATH RIVER.
 MX1257'
 MX1257'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HAPPY CAMP
 MX1257'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN LEFT
 MX1257'AND TRAVEL SOUTH FOR 19.4 MILES, TO A POINT 0.3 MILE SOUTH
 MX1257'OF THOMAS CREEK SIGN, AND END OF TRUCK TRAVEL.
 MX1257'
 MX1257'THE STATION IS 135 FEET EAST OF HIGHWAY 96 IN A LEVEL AREA
 MX1257'AT THE BASE OF THE HIGHWAY FILL AND ABOUT 30 FEET HIGHER THAN
 MX1257'THE RIVER.
 MX1257'
 MX1257'THE STATION IS A CALIF. DIVISION OF HIGHWAYS STANDARD 2-1/4 IN
 MX1257'DISK STAMPED 22.61 1971 SET IN A DRILL HOLE IN A ROCK.  A
 MX1257'SURVEY MONUMENT MARKER IS 2.5 FEET SOUTHEAST.
 MX1257'
 MX1257'REFERENCE MARK NO. 1 IS A CALIF. DIVISION OF HIGHWAYS STANDARD
 MX1257'2-1/4 IN DISK, STAMPED 22.61 R.M. 1 1971 SET IN A DRILL HOLE
 MX1257'IN A ROCK.
 MX1257'
 MX1257'REFERENCE MARK NO. 2 IS A CALIF. DIVISION OF HIGHWAYS STANDARD
 MX1257'2-1/4 IN DISK STAMPED 22.61 R.M. 2 1971 SET IN A DRILL HOLE
 MX1257'IN A ROCK.
 MX1257'
 MX1257'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1258 ***********************************************************************
 MX1258  DESIGNATION -  22.85
 MX1258  PID         -  MX1258
 MX1258  STATE/COUNTY-  CA/SISKIYOU
 MX1258  USGS QUAD   -  DILLON MTN (1983)
 MX1258
 MX1258                         *CURRENT SURVEY CONTROL
 MX1258  ___________________________________________________________________
 MX1258* NAD 83(1992)-  41 36 00.71246(N)    123 30 14.36953(W)     ADJUSTED  
 MX1258* NAVD 88     -       239.7    (meters)     786.     (feet)  VERTCON   
 MX1258  ___________________________________________________________________
 MX1258  EPOCH DATE  -        1991.35
 MX1258  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 MX1258  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 MX1258  HORZ ORDER  -  SECOND
 MX1258
 MX1258.The horizontal coordinates were established by classical geodetic methods
 MX1258.and adjusted by the National Geodetic Survey in March 1994.
 MX1258.The horizontal coordinates are valid at the epoch date displayed above.
 MX1258.The epoch date for horizontal control is a decimal equivalence
 MX1258.of Year/Month/Day.
 MX1258
 MX1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1258
 MX1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1258
 MX1258.The geoid height was determined by GEOID03.
 MX1258
 MX1258;                    North         East     Units Scale Factor Converg.
 MX1258;SPC CA 1     -   752,791.818 1,874,624.411   MT  0.99998380   -0 59 00.4
 MX1258;SPC CA 1     - 2,469,784.49  6,150,330.26   sFT  0.99998380   -0 59 00.4
 MX1258;UTM  10      - 4,605,510.850   458,000.306   MT  0.99962171   -0 20 04.6
 MX1258
 MX1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1258!SPC CA 1     -   0.99996649  x   0.99998380  =   0.99995029
 MX1258!UTM  10      -   0.99996649  x   0.99962171  =   0.99958821
 MX1258
 MX1258|---------------------------------------------------------------------|
 MX1258| PID    Reference Object                     Distance      Geod. Az  |
 MX1258|                                                           dddmmss.s |
 MX1258| CD8960 22.85 RM 1                            3.929 METERS 15431     |
 MX1258| MX1259 2 96 22.90                          373.038 METERS 35112     |
 MX1258|---------------------------------------------------------------------|
 MX1258
 MX1258                          SUPERSEDED SURVEY CONTROL
 MX1258
 MX1258  NAD 83(1986)-  41 36 00.70467(N)    123 30 14.37562(W) AD(1984.00) 2
 MX1258  NAD 27      -  41 36 01.25184(N)    123 30 10.14513(W) AD(       ) 2
 MX1258  NGVD 29 (07/19/86)  238.7    (m)          783.     (f) VERT ANG    3  
 MX1258
 MX1258.Superseded values are not recommended for survey control.
 MX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1258.See file dsdata.txt to determine how the superseded data were derived.
 MX1258
 MX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5800005511(NAD 83)
 MX1258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MX1258_SETTING: 66 = SET IN ROCK OUTCROP
 MX1258
 MX1258  HISTORY     - Date     Condition        Report By
 MX1258  HISTORY     - 1971     MONUMENTED       CADH
 MX1258
 MX1258                          STATION DESCRIPTION
 MX1258
 MX1258'DESCRIBED BY CA DIV OF HIGHWAYS 1971 (PRL)
 MX1258'THE STATION IS LOCATED ON THE EAST SIDE OF THE KLAMATH RIVER
 MX1258'ABOUT 15-1/2 AIRLINE MILES SOUTH SOUTHWEST OF HAPPY CAMP AND
 MX1258'ABOUT 2-1/2 AIRLINE MILES NORTHEAST OF BLUE NOSE BRIDGE.
 MX1258'
 MX1258'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAPPY CAMP,
 MX1258'GO EAST ON DAVIS ROAD FOR 0.08 MILE TO HIGHWAY 96, TURN RIGHT
 MX1258'AND TRAVEL SOUTH FOR 19.1 MILES TO A DRIVEWAY AND A SIGN
 MX1258'THOMAS CREEK ON THE LEFT.  TURN LEFT ON DRIVEWAY TO ABANDONED
 MX1258'HOUSES TO THE END OF DRIVE AND END OF TRUCK TRAVEL.  PACK
 MX1258'EAST TO EDGE OF KLAMATH RIVER AND CROSS RIVER.  THE STATION
 MX1258'IS LOCATED NORTH OF A SMALL RAPIDS ON TOP OF A ROCK LEDGE.
 MX1258'
 MX1258'THE STATION IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN STANDARD
 MX1258'DISK STAMPED 22.85 1971 SET IN A DRILL HOLE IN A ROCK LEDGE.
 MX1258'
 MX1258'REFERENCE MARK 1 IS A CALIF. DIVISION OF HIGHWAYS 2-1/4 IN
 MX1258'STANDARD DISK STAMPED 22.85 1971 R.M. 1 SET IN A DRILL HOLE
 MX1258'IN A ROCK LEDGE.
 MX1258'
 MX1258'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1172 ***********************************************************************
 DB1172  DESIGNATION -  220 A
 DB1172  PID         -  DB1172
 DB1172  STATE/COUNTY-  CA/IMPERIAL
 DB1172  USGS QUAD   -  CALEXICO (1957)
 DB1172
 DB1172                         *CURRENT SURVEY CONTROL
 DB1172  ___________________________________________________________________
 DB1172* NAD 83(1992)-  32 39 53.62576(N)    115 29 46.76225(W)     ADJUSTED  
 DB1172* NAVD 88     -         2.115  (meters)       6.94   (feet)  ADJUSTED  
 DB1172  ___________________________________________________________________
 DB1172  EPOCH DATE  -        1991.35
 DB1172  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DB1172  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1172  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 DB1172  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DB1172
 DB1172  HORZ ORDER  -  SECOND
 DB1172  VERT ORDER  -  FIRST     CLASS I
 DB1172
 DB1172.The horizontal coordinates were established by classical geodetic methods
 DB1172.and adjusted by the National Geodetic Survey in June 1996.
 DB1172.The horizontal coordinates are valid at the epoch date displayed above.
 DB1172.The epoch date for horizontal control is a decimal equivalence
 DB1172.of Year/Month/Day.
 DB1172
 DB1172.The orthometric height was determined by differential leveling
 DB1172.and adjusted in March 1994.
 DB1172
 DB1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB1172
 DB1172.The geoid height was determined by GEOID03.
 DB1172
 DB1172.The dynamic height is computed by dividing the NAVD 88
 DB1172.geopotential number by the normal gravity value computed on the
 DB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1172.degrees latitude (g = 980.6199 gals.).
 DB1172
 DB1172.The modeled gravity was interpolated from observed gravity values.
 DB1172
 DB1172;                    North         East     Units Scale Factor Converg.
 DB1172;SPC CA 6     -   555,510.904 2,070,699.529   MT  1.00002182   +0 24 51.0
 DB1172;SPC CA 6     - 1,822,538.69  6,793,620.04   sFT  1.00002182   +0 24 51.0
 DB1172;UTM  11      - 3,615,137.047   641,002.657   MT  0.99984516   +0 48 42.1
 DB1172
 DB1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB1172!SPC CA 6     -   1.00000509  x   1.00002182  =   1.00002691
 DB1172!UTM  11      -   1.00000509  x   0.99984516  =   0.99985025
 DB1172
 DB1172                          SUPERSEDED SURVEY CONTROL
 DB1172
 DB1172  NAD 83(1992)-  32 39 53.62463(N)    115 29 46.76406(W) AD(1984.00) 2
 DB1172  NAD 83(1986)-  32 39 53.62830(N)    115 29 46.76670(W) AD(1984.00) 2
 DB1172  NAD 27      -  32 39 53.41140(N)    115 29 43.78702(W) AD(       ) 2
 DB1172  NAVD 88 (06/15/91)    2.160  (m)            7.09   (f) UNKNOWN     1 1
 DB1172  NGVD 29 (??/??/??)    1.441  (m)            4.73   (f) ADJUSTED    1 1
 DB1172
 DB1172.Superseded values are not recommended for survey control.
 DB1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1172.See file dsdata.txt to determine how the superseded data were derived.
 DB1172
 DB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS4100315137(NAD 83)
 DB1172_MARKER: B = BOLT
 DB1172_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DB1172_SP_SET: FOOT OF BOUNDARY MARKER
 DB1172_MARK LOGO: IBC   
 DB1172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DB1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB1172+STABILITY: SURFACE MOTION
 DB1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB1172+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1991
 DB1172
 DB1172  HISTORY     - Date     Condition        Report By
 DB1172  HISTORY     - 1975     MONUMENTED       NGS
 DB1172  HISTORY     - 1981     GOOD             NGS
 DB1172  HISTORY     - 1982     GOOD             CA-025
 DB1172  HISTORY     - 1986     GOOD             CA-025
 DB1172  HISTORY     - 19880310 GOOD             CA-025
 DB1172  HISTORY     - 19911029 GOOD             CA-025
 DB1172
 DB1172                          STATION DESCRIPTION
 DB1172
 DB1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DB1172'TO REACH STATION OFFSET 220 A FROM IMPERIAL AVENUE AND SECOND ST. IN
 DB1172'CALEXICO, GO SOUTH ON IMPERIAL AVENUE FOR 0.2 MILE TO A PAVED ROAD
 DB1172'LEFT, JUST BEFORE REACHING THE BORDER.  TURN LEFT AND GO EAST ON
 DB1172'PAVED ROAD FOR ABOUT 100 FEET TO STATION OFFSET 220 A ON THE RIGHT.
 DB1172'
 DB1172'BOUNDARY MONUMENT 220 A (IBC) 1934 IS A UNITED STATES-MEXICO
 DB1172'INTERNATIONAL BOUNDARY MONUMENT, THAT IS A 6 FEET HIGH OBLISK,
 DB1172'BOLTED TO A 3X3 FEET CONCRETE BASE THAT IS ABOUT 12-INCHES ABOVE THE
 DB1172'GROUND.  IT IS 20.5 FEET EAST OF A LARGE POWER POLE, 10.5
 DB1172'FEET NORTH OF THE RAILROAD TRACK AND 1.5 FEET SOUTH OF A
 DB1172'CURB.
 DB1172
 DB1172                          STATION RECOVERY (1981)
 DB1172
 DB1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB1172'IN CALEXICO.
 DB1172'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DB1172'IN CALEXICO, AT THE MAIN U.S.-MEXICO BORDER CROSSING, THE MARK IS THE
 DB1172'EAST ONE OF FOUR BOLTS IN THE CONCRETE FOUNDATION OF THE
 DB1172'INTERNATIONAL BOUNDARY MONUMENT NUMBER 220 A, 10.4 M (34.0 FT)
 DB1172'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH CUSTOMS INSPECTION
 DB1172'STATION, 35.1 M (115 FT) EAST OF TRIANGULATION STATION OFFSET 220 A,
 DB1172'6.9 M (22.5 FT) SOUTHEAST OF A POWER POLE WITH METAL STEPS, 3.5 M
 DB1172'(11.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 DB1172'RAILROAD, 0.3 M (1.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DB1172'CONCRETE CURB OF THE HIGHWAY LEADING NORTHWEST TO THE U.S., 0.15 M
 DB1172'(0.5 FT) EAST OF THE EAST FACE OF THE MONUMENT, NOTE-THE HIGH POINT
 DB1172'IS THE LIP ON THE NORTH EDGE OF THE BOLT.
 DB1172
 DB1172                          STATION RECOVERY (1982)
 DB1172
 DB1172'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1982
 DB1172'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 DB1172
 DB1172                          STATION RECOVERY (1986)
 DB1172
 DB1172'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1986
 DB1172'RECOVERED IN GOOD CONDITION.
 DB1172
 DB1172                          STATION RECOVERY (1988)
 DB1172
 DB1172'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB1172'RECOVERED IN GOOD CONDITION.
 DB1172
 DB1172                          STATION RECOVERY (1991)
 DB1172
 DB1172'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB1172'IN CALEXICO, AT THE MAIN U.S.-MEXICO BORDER CROSSING, THE MARK IS THE
 DB1172'EAST ONE OF FOUR BOLTS IN THE CONCRETE FOUNDATION OF THE
 DB1172'INTERNATIONAL BOUNDARY MONUMENT NUMBER 220 A, 10.4 M (34.1 FT)
 DB1172'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH CUSTOMS INSPECTION
 DB1172'STATION, 35.1 M (115.2 FT) EAST OF TRIANGULATION STATION OFFSET 220
 DB1172'A, 6.9 M (22.6 FT) SOUTHEAST OF A POWER POLE WITH METAL STEPS, 3.5 M
 DB1172'(11.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC
 DB1172'RAILROAD, 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DB1172'CONCRETE CURB OF THE HIGHWAY LEADING NORTHWEST TO THE U.S., 0.15 M
 DB1172'(0.49 FT) EAST OF THE EAST FACE OF THE MONUMENT.  NOTE-THE HIGH POINT
 DB1172'IS THE LIP ON THE NORTH EDGE OF THE BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0132 ***********************************************************************
 DY0132  DESIGNATION -  220 C OF LB
 DY0132  PID         -  DY0132
 DY0132  STATE/COUNTY-  CA/LOS ANGELES
 DY0132  USGS QUAD   -  LONG BEACH (1981)
 DY0132
 DY0132                         *CURRENT SURVEY CONTROL
 DY0132  ___________________________________________________________________
 DY0132* NAD 83(1986)-  33 45 53.     (N)    118 13 26.     (W)     SCALED    
 DY0132* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 DY0132  ___________________________________________________________________
 DY0132  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0132  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0132
 DY0132.The horizontal coordinates were scaled from a topographic map and have
 DY0132.an estimated accuracy of +/- 6 seconds.
 DY0132
 DY0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0132.The vertical order pertains to the NGVD 29 superseded value.
 DY0132
 DY0132.The geoid height was determined by GEOID03.
 DY0132
 DY0132;                    North         East    Units  Estimated Accuracy
 DY0132;SPC CA 5     -   529,390.    1,979,260.      MT  (+/- 180 meters Scaled)
 DY0132
 DY0132                          SUPERSEDED SURVEY CONTROL
 DY0132
 DY0132  NGVD 29 (??/??/92)    0.920  (m)            3.02   (f) ADJ UNCH    1 2
 DY0132
 DY0132.Superseded values are not recommended for survey control.
 DY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0132.See file dsdata.txt to determine how the superseded data were derived.
 DY0132
 DY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866367(NAD 83)
 DY0132_MARKER: DD = SURVEY DISK
 DY0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0132_STAMPING: 220 1+00 15.331
 DY0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0132+STABILITY: SURFACE MOTION
 DY0132
 DY0132  HISTORY     - Date     Condition        Report By
 DY0132  HISTORY     - UNK      MONUMENTED       CA1970
 DY0132  HISTORY     - 1949     GOOD             NGS
 DY0132  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0132
 DY0132                          STATION DESCRIPTION
 DY0132
 DY0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0132'AT LONG BEACH.
 DY0132'AT LONG BEACH, ON TERMINAL ISLAND, ON THE UNION PACIFIC RAILROAD,
 DY0132'OPPOSITE THE SOUTHEAST CORNER OF THE EASTERNMOST BUILDNG (TRANSFORMER
 DY0132'HOUSE) OF THE SOUTHERN CALIFORNIA EDISON COMPANY PLANT, ABOUT
 DY0132'100 FEET WEST OF THE EAST END OF A LONG CONCRETE BLOCK PARALLELING
 DY0132'THE TRACK AT THE WEST END OF THE CHANNEL, 8.5 FEET SOUTH OF
 DY0132'THE CENTER LINE OF THE TRACK, ABOUT 4.5 FEET NORTHWEST OF A
 DY0132'6.5-FOOT-HIGH NO TREPASSING SIGN, 2.6 FEET EAST OF AN OIL
 DY0132'PIPE-LINE, ABOUT 1.5 FEET LOWER THAN THE TRACKS, AND SET IN
 DY0132'THE TOP OF A CONCRETE POST 1.0 FOOT UNDERGROUND ACCESS TO WHICH IS
 DY0132'HAD THROUGH A 1-FOOT IRON PIPE.  NOTE-- APPARENTLY BEEN DESTROYED
 DY0132'BY CONSTRUCTION.
 DY0132
 DY0132                          STATION RECOVERY (1954)
 DY0132
 DY0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1060 ***********************************************************************
 EW1060  DESIGNATION -  220 USGS
 EW1060  PID         -  EW1060
 EW1060  STATE/COUNTY-  CA/LOS ANGELES
 EW1060  USGS QUAD   -  LOS ANGELES (1994)
 EW1060
 EW1060                         *CURRENT SURVEY CONTROL
 EW1060  ___________________________________________________________________
 EW1060* NAD 83(1986)-  34 01 00.     (N)    118 14 34.     (W)     SCALED    
 EW1060* NAVD 88     -        67.92   (+/-2cm)     222.8    (feet)  VERTCON   
 EW1060  ___________________________________________________________________
 EW1060  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1060
 EW1060.The horizontal coordinates were scaled from a topographic map and have
 EW1060.an estimated accuracy of +/- 6 seconds.
 EW1060
 EW1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1060.The vertical order pertains to the NGVD 29 superseded value.
 EW1060
 EW1060.The geoid height was determined by GEOID03.
 EW1060
 EW1060;                    North         East    Units  Estimated Accuracy
 EW1060;SPC CA 5     -   557,340.    1,977,580.      MT  (+/- 180 meters Scaled)
 EW1060
 EW1060                          SUPERSEDED SURVEY CONTROL
 EW1060
 EW1060  NGVD 29 (??/??/92)   67.14   (m)          220.3    (f) COMPUTED    1 2
 EW1060
 EW1060.Superseded values are not recommended for survey control.
 EW1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1060.See file dsdata.txt to determine how the superseded data were derived.
 EW1060
 EW1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852647(NAD 83)
 EW1060_MARKER: Z = SEE DESCRIPTION
 EW1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1060_SP_SET: IRON POST
 EW1060_STAMPING: 220
 EW1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1060+STABILITY: SURFACE MOTION
 EW1060
 EW1060  HISTORY     - Date     Condition        Report By
 EW1060  HISTORY     - UNK      MONUMENTED       USGS
 EW1060  HISTORY     - 1953     MARK NOT FOUND   NGS
 EW1060
 EW1060                          STATION DESCRIPTION
 EW1060
 EW1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EW1060'AT LOS ANGELES.
 EW1060'AT CLEMENT JUNCTION ON THE SOUTHERN PACIFIC RAILROAD, 400 FEET
 EW1060'NORTH OF THE TOWER AT THE INTERSECTION OF THE FENCE LINE AT THE
 EW1060'EDGE OF THE SIDEWALK.  MARK IS AT A SLIGHT ANGLE.  NOTE-- A
 EW1060'BUILDING HAS BEEN ERECTED AT THE SITE OF THE MARK AND IT WAS
 EW1060'PROBABLY DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0347 ***********************************************************************
 DW0347  DESIGNATION -  220 USGS
 DW0347  PID         -  DW0347
 DW0347  STATE/COUNTY-  CA/IMPERIAL
 DW0347  USGS QUAD   -  TORTUGA (1992)
 DW0347
 DW0347                         *CURRENT SURVEY CONTROL
 DW0347  ___________________________________________________________________
 DW0347* NAD 83(1986)-  33 08 37.     (N)    115 17 45.     (W)     SCALED    
 DW0347* NAVD 88     -        68.01   (+/-2cm)     223.1    (feet)  VERTCON   
 DW0347  ___________________________________________________________________
 DW0347  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DW0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0347
 DW0347.The horizontal coordinates were scaled from a topographic map and have
 DW0347.an estimated accuracy of +/- 6 seconds.
 DW0347
 DW0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0347.The vertical order pertains to the NGVD 29 superseded value.
 DW0347
 DW0347.The geoid height was determined by GEOID03.
 DW0347
 DW0347;                    North         East    Units  Estimated Accuracy
 DW0347;SPC CA 6     -   608,750.    2,089,020.      MT  (+/- 180 meters Scaled)
 DW0347
 DW0347                          SUPERSEDED SURVEY CONTROL
 DW0347
 DW0347  NGVD 29 (??/??/??)   67.260  (m)          220.67   (f) ADJUSTED    2 0
 DW0347
 DW0347.Superseded values are not recommended for survey control.
 DW0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0347.See file dsdata.txt to determine how the superseded data were derived.
 DW0347
 DW0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS589685(NAD 83)
 DW0347_MARKER: P = PIPE CAP
 DW0347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0347_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0347_STAMPING: 220 SB
 DW0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0347
 DW0347  HISTORY     - Date     Condition        Report By
 DW0347  HISTORY     - UNK      MONUMENTED       USGS
 DW0347  HISTORY     - 1935     GOOD             NGS
 DW0347
 DW0347                          STATION DESCRIPTION
 DW0347
 DW0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0347'2.9 MI NW FROM AMOS.
 DW0347'2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 DW0347'FROM THE STATION AT AMOS, IMPERIAL COUNTY, 0.3 MILE WEST OF
 DW0347'MILEPOST 682, 7-1/2 RAILS WEST OF BRIDGE 681.78, 46 FEET EAST
 DW0347'OF THE CENTER OF A PUBLIC-ROAD CROSSING, 41 FEET NORTHEAST OF
 DW0347'THE CENTERLINE OF THE TRACK, AND 25 FEET SOUTHEAST OF A
 DW0347'TELEPHONE POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DW0347'STAMPED 220 SB AND RIVETED ON THE TOP OF AN IRON PIPE
 DW0347'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0797 ***********************************************************************
 FU0797  DESIGNATION -  220+00 CAHD
 FU0797  PID         -  FU0797
 FU0797  STATE/COUNTY-  CA/TULARE
 FU0797  USGS QUAD   -  DELANO WEST (1969)
 FU0797
 FU0797                         *CURRENT SURVEY CONTROL
 FU0797  ___________________________________________________________________
 FU0797* NAD 83(1986)-  35 51 00.     (N)    119 15 58.     (W)     SCALED    
 FU0797* NAVD 88     -        88.86   (+/-2cm)     291.5    (feet)  VERTCON   
 FU0797  ___________________________________________________________________
 FU0797  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 FU0797  VERT ORDER  -  THIRD (See Below)
 FU0797
 FU0797.The horizontal coordinates were scaled from a topographic map and have
 FU0797.an estimated accuracy of +/- 6 seconds.
 FU0797
 FU0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0797.The vertical order pertains to the NGVD 29 superseded value.
 FU0797
 FU0797.The geoid height was determined by GEOID03.
 FU0797
 FU0797;                    North         East    Units  Estimated Accuracy
 FU0797;SPC CA 4     -   557,360.    1,975,960.      MT  (+/- 180 meters Scaled)
 FU0797
 FU0797                          SUPERSEDED SURVEY CONTROL
 FU0797
 FU0797  NGVD 29 (??/??/??)   88.05   (m)          288.9    (f) RESET       3  
 FU0797
 FU0797.Superseded values are not recommended for survey control.
 FU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0797.See file dsdata.txt to determine how the superseded data were derived.
 FU0797
 FU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV953696(NAD 83)
 FU0797_MARKER: DD = SURVEY DISK
 FU0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0797+STABILITY: SURFACE MOTION
 FU0797
 FU0797  HISTORY     - Date     Condition        Report By
 FU0797  HISTORY     - UNK      MONUMENTED       CADH
 FU0797  HISTORY     - 1957     GOOD             NGS
 FU0797  HISTORY     - 1968     MARK NOT FOUND   NGS
 FU0797
 FU0797                          STATION DESCRIPTION
 FU0797
 FU0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0797'2.4 MI S FROM EARLIMART.
 FU0797'2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0797'FROM THE STATION AT EARLIMART, IN R25E T24S S10, 0.1 MILE
 FU0797'NORTH OF BENCH MARK W 758, BETWEEN THE EAST AND WEST TRAFFIC
 FU0797'LANES OF U.S. HIGHWAY 99, 92 1/2 FEET EAST OF AND ACROSS THE
 FU0797'WEST LANES OF THE HIGHWAY FROM MILEPOLE 275, 53 FEET EAST OF THE
 FU0797'CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE
 FU0797'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 0.9 FOOT SOUTH
 FU0797'OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 FU0797'EAST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FU0797'FLUSH WITH THE GROUND.
 FU0797
 FU0797                          STATION RECOVERY (1968)
 FU0797
 FU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FU0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5574 ***********************************************************************
 DX5574  DESIGNATION -  220.29 A
 DX5574  PID         -  DX5574
 DX5574  STATE/COUNTY-  CA/RIVERSIDE
 DX5574  USGS QUAD   -  LAKEVIEW (1979)
 DX5574
 DX5574                         *CURRENT SURVEY CONTROL
 DX5574  ___________________________________________________________________
 DX5574* NAD 83(1986)-  33 49 13.     (N)    117 01 34.     (W)     SCALED    
 DX5574* NAVD 88     -       442.854  (meters)    1452.93   (feet)  ADJUSTED  
 DX5574  ___________________________________________________________________
 DX5574  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5574  DYNAMIC HT  -         442.335 (meters)    1451.23  (feet)  COMP
 DX5574  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 DX5574
 DX5574  VERT ORDER  -  FIRST     CLASS II
 DX5574
 DX5574.The horizontal coordinates were scaled from a topographic map and have
 DX5574.an estimated accuracy of +/- 6 seconds.
 DX5574
 DX5574.The orthometric height was determined by differential leveling
 DX5574.and adjusted in May 1994.
 DX5574
 DX5574.The geoid height was determined by GEOID03.
 DX5574
 DX5574.The dynamic height is computed by dividing the NAVD 88
 DX5574.geopotential number by the normal gravity value computed on the
 DX5574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5574.degrees latitude (g = 980.6199 gals.).
 DX5574
 DX5574.The modeled gravity was interpolated from observed gravity values.
 DX5574
 DX5574;                    North         East    Units  Estimated Accuracy
 DX5574;SPC CA 6     -   683,660.    1,928,150.      MT  (+/- 180 meters Scaled)
 DX5574
 DX5574                          SUPERSEDED SURVEY CONTROL
 DX5574
 DX5574.No superseded survey control is available for this station.
 DX5574
 DX5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT975422(NAD 83)
 DX5574_MARKER: DD = SURVEY DISK
 DX5574_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5574_SP_SET: MANHOLE
 DX5574_STAMPING: 220.29A
 DX5574_MARK LOGO: MWDSC 
 DX5574_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5574+STABILITY: SURFACE MOTION
 DX5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5574+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 DX5574
 DX5574  HISTORY     - Date     Condition        Report By
 DX5574  HISTORY     - 1991     MONUMENTED       MWDSC
 DX5574  HISTORY     - 19921123 GOOD             MWDSC
 DX5574
 DX5574                          STATION DESCRIPTION
 DX5574
 DX5574'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5574'SAN JACINTO, 4.7 MILES (7.6 KM) NORTHWEST OF, RD., FROM THE
 DX5574'INTERSECTION OF WARREN RD. AND RAMONA EXPWY. 0.05 MILES (0.08 KM)
 DX5574'SOUTH ALONG WARREN RD. TO MWD DIRT PATROL RD. 0.45 MILE (0.72 KM) EAST
 DX5574'ALONG THE MWDSC COLORADO RIVER AQUEDUCT RD.FROM WARREN RD. ON WEST
 DX5574'SIDE OF MANHOLE, PAINTED STA. 220.29 ENG. STA. 10997+10. FOUND A
 DX5574'1-3/8 INCH BRASS SET FLUSH IN TOP OF ROUND CONCRETE MANHOLE. --- NOTE
 DX5574'-- MOUNMENT IS UNSTABLE AS OF 09-03-93 LOOSE NEEDS TO BE RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5575 ***********************************************************************
 DX5575  DESIGNATION -  220.48
 DX5575  PID         -  DX5575
 DX5575  STATE/COUNTY-  CA/RIVERSIDE
 DX5575  USGS QUAD   -  LAKEVIEW (1979)
 DX5575
 DX5575                         *CURRENT SURVEY CONTROL
 DX5575  ___________________________________________________________________
 DX5575* NAD 83(1986)-  33 49 14.     (N)    117 01 47.     (W)     SCALED    
 DX5575* NAVD 88     -       449.821  (meters)    1475.79   (feet)  ADJUSTED  
 DX5575  ___________________________________________________________________
 DX5575  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5575  DYNAMIC HT  -         449.295 (meters)    1474.06  (feet)  COMP
 DX5575  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 DX5575
 DX5575  VERT ORDER  -  FIRST     CLASS II
 DX5575
 DX5575.The horizontal coordinates were scaled from a topographic map and have
 DX5575.an estimated accuracy of +/- 6 seconds.
 DX5575
 DX5575.The orthometric height was determined by differential leveling
 DX5575.and adjusted in May 1994.
 DX5575
 DX5575.The geoid height was determined by GEOID03.
 DX5575
 DX5575.The dynamic height is computed by dividing the NAVD 88
 DX5575.geopotential number by the normal gravity value computed on the
 DX5575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5575.degrees latitude (g = 980.6199 gals.).
 DX5575
 DX5575.The modeled gravity was interpolated from observed gravity values.
 DX5575
 DX5575;                    North         East    Units  Estimated Accuracy
 DX5575;SPC CA 6     -   683,700.    1,927,820.      MT  (+/- 180 meters Scaled)
 DX5575
 DX5575                          SUPERSEDED SURVEY CONTROL
 DX5575
 DX5575.No superseded survey control is available for this station.
 DX5575
 DX5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT972422(NAD 83)
 DX5575_MARKER: DD = SURVEY DISK
 DX5575_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5575_SP_SET: MANHOLE
 DX5575_STAMPING: 220.48
 DX5575_MARK LOGO: MWDSC 
 DX5575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5575+STABILITY: SURFACE MOTION
 DX5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5575+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5575
 DX5575  HISTORY     - Date     Condition        Report By
 DX5575  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5575  HISTORY     - 19921124 GOOD             MWDSC
 DX5575
 DX5575                          STATION DESCRIPTION
 DX5575
 DX5575'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5575'SAN JACINTO, 4.7 MILES (7.6 KM) NORTHWEST OF, 0.15 MILE (0.24 KM)
 DX5575'SOUTH ALONG WARREN RD. FROM THE INTERSECTION WITH RAMONA EXPRESSWAY,
 DX5575'THEN 0.3 MILE (0.5 KM) EAST ON THE MWDSC COLORADO RIVER AQUEDUCT
 DX5575'PATROL RD. TO A MANHOLE 12 FEET (3.7 M) NORTH OF DIRT ROAD, PAINTED
 DX5575'MI. STA. 220.48, ENG. STA. 11006+70. FOUND A 1-3/8 INCH BRASS DISK
 DX5575'SET FLUSH IN CONCRETE ON TOP OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5576 ***********************************************************************
 DX5576  DESIGNATION -  220.57
 DX5576  PID         -  DX5576
 DX5576  STATE/COUNTY-  CA/RIVERSIDE
 DX5576  USGS QUAD   -  LAKEVIEW (1979)
 DX5576
 DX5576                         *CURRENT SURVEY CONTROL
 DX5576  ___________________________________________________________________
 DX5576* NAD 83(1986)-  33 49 15.     (N)    117 01 53.     (W)     SCALED    
 DX5576* NAVD 88     -       449.996  (meters)    1476.36   (feet)  ADJUSTED  
 DX5576  ___________________________________________________________________
 DX5576  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5576  DYNAMIC HT  -         449.470 (meters)    1474.64  (feet)  COMP
 DX5576  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 DX5576
 DX5576  VERT ORDER  -  FIRST     CLASS II
 DX5576
 DX5576.The horizontal coordinates were scaled from a topographic map and have
 DX5576.an estimated accuracy of +/- 6 seconds.
 DX5576
 DX5576.The orthometric height was determined by differential leveling
 DX5576.and adjusted in May 1994.
 DX5576
 DX5576.The geoid height was determined by GEOID03.
 DX5576
 DX5576.The dynamic height is computed by dividing the NAVD 88
 DX5576.geopotential number by the normal gravity value computed on the
 DX5576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5576.degrees latitude (g = 980.6199 gals.).
 DX5576
 DX5576.The modeled gravity was interpolated from observed gravity values.
 DX5576
 DX5576;                    North         East    Units  Estimated Accuracy
 DX5576;SPC CA 6     -   683,730.    1,927,660.      MT  (+/- 180 meters Scaled)
 DX5576
 DX5576                          SUPERSEDED SURVEY CONTROL
 DX5576
 DX5576.No superseded survey control is available for this station.
 DX5576
 DX5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT970422(NAD 83)
 DX5576_MARKER: DD = SURVEY DISK
 DX5576_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5576_SP_SET: MANHOLE STRUCTURE
 DX5576_STAMPING: 220.57
 DX5576_MARK LOGO: MWDSC 
 DX5576_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5576+STABILITY: SURFACE MOTION
 DX5576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5576+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5576
 DX5576  HISTORY     - Date     Condition        Report By
 DX5576  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5576  HISTORY     - 19921124 GOOD             MWDSC
 DX5576
 DX5576                          STATION DESCRIPTION
 DX5576
 DX5576'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5576'SAN JACINTO, 4.8 MILES (7.7 KM) NORTHWEST OF, 0.15 MILE (0.24 KM)
 DX5576'SOUTH ALONG WARREN RD FROM THE INTERSECTION WITH RAMONA EXPRESSWAY,
 DX5576'THEN 0.2 MILE (0.3 KM) EAST ALONG THE MWSDC COLORADO RIVER AQUEDUCT
 DX5576'PATROL RD., ON THE SOUTH SIDE OF RD AND 75 FEET (22.9 M) NORTH OF 6
 DX5576'FOOT (1.8 M) CHAIN LINK FENCE A MANHOLE, PAINTED ON WEST SIDE MI.
 DX5576'STA. 220.57, FOUND A 1-3/8 INCH BRASS DISK SET IN CONCRETE ON TOP OF
 DX5576'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5579 ***********************************************************************
 DX5579  DESIGNATION -  220.96
 DX5579  PID         -  DX5579
 DX5579  STATE/COUNTY-  CA/RIVERSIDE
 DX5579  USGS QUAD   -  LAKEVIEW (1979)
 DX5579
 DX5579                         *CURRENT SURVEY CONTROL
 DX5579  ___________________________________________________________________
 DX5579* NAD 83(1986)-  33 49 22.     (N)    117 02 14.     (W)     SCALED    
 DX5579* NAVD 88     -       448.638  (meters)    1471.91   (feet)  ADJUSTED  
 DX5579  ___________________________________________________________________
 DX5579  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5579  DYNAMIC HT  -         448.115 (meters)    1470.19  (feet)  COMP
 DX5579  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 DX5579
 DX5579  VERT ORDER  -  FIRST     CLASS II
 DX5579
 DX5579.The horizontal coordinates were scaled from a topographic map and have
 DX5579.an estimated accuracy of +/- 6 seconds.
 DX5579
 DX5579.The orthometric height was determined by differential leveling
 DX5579.and adjusted in May 1994.
 DX5579
 DX5579.The geoid height was determined by GEOID03.
 DX5579
 DX5579.The dynamic height is computed by dividing the NAVD 88
 DX5579.geopotential number by the normal gravity value computed on the
 DX5579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5579.degrees latitude (g = 980.6199 gals.).
 DX5579
 DX5579.The modeled gravity was interpolated from observed gravity values.
 DX5579
 DX5579;                    North         East    Units  Estimated Accuracy
 DX5579;SPC CA 6     -   683,950.    1,927,120.      MT  (+/- 180 meters Scaled)
 DX5579
 DX5579                          SUPERSEDED SURVEY CONTROL
 DX5579
 DX5579.No superseded survey control is available for this station.
 DX5579
 DX5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT965425(NAD 83)
 DX5579_MARKER: DD = SURVEY DISK
 DX5579_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5579_SP_SET: MANHOLE
 DX5579_STAMPING: 220.96
 DX5579_MARK LOGO: MWDSC 
 DX5579_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5579+STABILITY: SURFACE MOTION
 DX5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5579+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5579
 DX5579  HISTORY     - Date     Condition        Report By
 DX5579  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5579  HISTORY     - 19921124 GOOD             MWDSC
 DX5579
 DX5579                          STATION DESCRIPTION
 DX5579
 DX5579'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5579'SAN JACINTO, 5.2 MILES (8.4 KM) NORTHWEST OF, NEAR THE INTERSECTION OF
 DX5579'RAMONA EXPWY AND WARREN RD., 0.15 MILE (0.24 KM) SOUTH ALONG WARREN
 DX5579'RD. TO MWDSC PATROL RD., 0.2 MILE (0.3 KM) WEST OF WARREN RD ALONG
 DX5579'MWDSC COLORADO RIVER AQUEDUCT AND PATROL RD. TO THE MANHOLE, PAINTED
 DX5579'ON MANHOLE MI. STA. 220.96. FOUND A 1-3/8 INCH BRASS DISK SET IN
 DX5579'CONCRETE ON TOP OF MANHOLE ON NORTH SIDE OF PATROL RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0812 ***********************************************************************
 KS0812  DESIGNATION -  2201.8 USGS
 KS0812  PID         -  KS0812
 KS0812  STATE/COUNTY-  CA/YUBA
 KS0812  USGS QUAD   -  CAMPTONVILLE (1995)
 KS0812
 KS0812                         *CURRENT SURVEY CONTROL
 KS0812  ___________________________________________________________________
 KS0812* NAD 83(1986)-  39 25 39.     (N)    121 04 25.     (W)     SCALED    
 KS0812* NAVD 88     -       671.832  (meters)    2204.17   (feet)  ADJUSTED  
 KS0812  ___________________________________________________________________
 KS0812  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 KS0812  DYNAMIC HT  -         671.363 (meters)    2202.63  (feet)  COMP
 KS0812  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 KS0812
 KS0812  VERT ORDER  -  SECOND    CLASS 0
 KS0812
 KS0812.The horizontal coordinates were scaled from a topographic map and have
 KS0812.an estimated accuracy of +/- 6 seconds.
 KS0812
 KS0812.The orthometric height was determined by differential leveling
 KS0812.and adjusted in June 1991.
 KS0812
 KS0812.The geoid height was determined by GEOID03.
 KS0812
 KS0812.The dynamic height is computed by dividing the NAVD 88
 KS0812.geopotential number by the normal gravity value computed on the
 KS0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0812.degrees latitude (g = 980.6199 gals.).
 KS0812
 KS0812.The modeled gravity was interpolated from observed gravity values.
 KS0812
 KS0812;                    North         East    Units  Estimated Accuracy
 KS0812;SPC CA 2     -   695,870.    2,079,760.      MT  (+/- 180 meters Scaled)
 KS0812
 KS0812                          SUPERSEDED SURVEY CONTROL
 KS0812
 KS0812  NGVD 29 (??/??/??)  671.040  (m)         2201.57   (f) ADJUSTED    2 0
 KS0812
 KS0812.Superseded values are not recommended for survey control.
 KS0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0812.See file dsdata.txt to determine how the superseded data were derived.
 KS0812
 KS0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ658659(NAD 83)
 KS0812_MARKER: DD = SURVEY DISK
 KS0812_SETTING: 0 = UNSPECIFIED SETTING
 KS0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0812
 KS0812  HISTORY     - Date     Condition        Report By
 KS0812  HISTORY     - UNK      MONUMENTED       USGS
 KS0812  HISTORY     - 1934     GOOD             NGS
 KS0812  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0812
 KS0812                          STATION DESCRIPTION
 KS0812
 KS0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0812'2.9 MI S FROM CAMPTONVILLE.
 KS0812'2.9 MILES SOUTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE,
 KS0812'YUBA COUNTY, 25 YARDS SOUTHEAST OF THE UPPER END OF AN IRON
 KS0812'CULVERT, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 KS0812'IN A 24-INCH TWIN OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY
 KS0812'STANDARD COPPER NAIL AND WASHER.
 KS0812
 KS0812                          STATION RECOVERY (2004)
 KS0812
 KS0812'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5580 ***********************************************************************
 DX5580  DESIGNATION -  221.33
 DX5580  PID         -  DX5580
 DX5580  STATE/COUNTY-  CA/RIVERSIDE
 DX5580  USGS QUAD   -  LAKEVIEW (1979)
 DX5580
 DX5580                         *CURRENT SURVEY CONTROL
 DX5580  ___________________________________________________________________
 DX5580* NAD 83(1986)-  33 49 30.     (N)    117 02 36.     (W)     SCALED    
 DX5580* NAVD 88     -       447.977  (meters)    1469.74   (feet)  ADJUSTED  
 DX5580  ___________________________________________________________________
 DX5580  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DX5580  DYNAMIC HT  -         447.456 (meters)    1468.03  (feet)  COMP
 DX5580  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 DX5580
 DX5580  VERT ORDER  -  FIRST     CLASS II
 DX5580
 DX5580.The horizontal coordinates were scaled from a topographic map and have
 DX5580.an estimated accuracy of +/- 6 seconds.
 DX5580
 DX5580.The orthometric height was determined by differential leveling
 DX5580.and adjusted in May 1994.
 DX5580
 DX5580.The geoid height was determined by GEOID03.
 DX5580
 DX5580.The dynamic height is computed by dividing the NAVD 88
 DX5580.geopotential number by the normal gravity value computed on the
 DX5580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5580.degrees latitude (g = 980.6199 gals.).
 DX5580
 DX5580.The modeled gravity was interpolated from observed gravity values.
 DX5580
 DX5580;                    North         East    Units  Estimated Accuracy
 DX5580;SPC CA 6     -   684,200.    1,926,560.      MT  (+/- 180 meters Scaled)
 DX5580
 DX5580                          SUPERSEDED SURVEY CONTROL
 DX5580
 DX5580.No superseded survey control is available for this station.
 DX5580
 DX5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT959427(NAD 83)
 DX5580_MARKER: DD = SURVEY DISK
 DX5580_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5580_SP_SET: MANHOLE
 DX5580_STAMPING: 221.33
 DX5580_MARK LOGO: MWDSC 
 DX5580_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5580+STABILITY: SURFACE MOTION
 DX5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5580+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5580
 DX5580  HISTORY     - Date     Condition        Report By
 DX5580  HISTORY     - 1961     MONUMENTED       MWDSC
 DX5580  HISTORY     - 19921124 GOOD             MWDSC
 DX5580
 DX5580                          STATION DESCRIPTION
 DX5580
 DX5580'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5580'SAN JACINTO, 5.5 MILES (8.9 KM) NORTHWEST OF, NEAR THE INTERSECTION OF
 DX5580'WARREN RD. AND RAMONA EXPWY., 0.15 MILE (0.24 KM) SOUTH ALONG WARREN
 DX5580'RD. TO MWDSC DIRT PATROL RD. 0.6 MILE (1.0 KM) WEST OF WARREN RD
 DX5580'ALONG THE MWDSC COLORADO RIVER AQUEDUCTAND PATROL RD., TO MANHOLE
 DX5580'PAINTED MI. STA. 221.33, FOUND A 1-3/8 INCH BRASS DISK SET FLUSH IN
 DX5580'CONCRETE ON WEST SIDE OF MANHOLE. MANHOLE IS 10 FEET (3.0 M) NORTH OF
 DX5580'PATROL RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1693 ***********************************************************************
 EW1693  DESIGNATION -  221.563 C OF LA
 EW1693  PID         -  EW1693
 EW1693  STATE/COUNTY-  CA/LOS ANGELES
 EW1693  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1693
 EW1693                         *CURRENT SURVEY CONTROL
 EW1693  ___________________________________________________________________
 EW1693* NAD 83(1986)-  34 05 03.     (N)    118 23 08.     (W)     SCALED    
 EW1693* NAVD 88     -        68.31   (+/-2cm)     224.1    (feet)  VERTCON   
 EW1693  ___________________________________________________________________
 EW1693  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW1693  VERT ORDER  -  THIRD (See Below)
 EW1693
 EW1693.The horizontal coordinates were scaled from a topographic map and have
 EW1693.an estimated accuracy of +/- 6 seconds.
 EW1693
 EW1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1693.The vertical order pertains to the NGVD 29 superseded value.
 EW1693
 EW1693.The geoid height was determined by GEOID03.
 EW1693
 EW1693;                    North         East    Units  Estimated Accuracy
 EW1693;SPC CA 5     -   564,870.    1,964,420.      MT  (+/- 180 meters Scaled)
 EW1693
 EW1693                          SUPERSEDED SURVEY CONTROL
 EW1693
 EW1693  NGVD 29 (??/??/??)   67.54   (m)          221.6    (f) RESET       3  
 EW1693
 EW1693.Superseded values are not recommended for survey control.
 EW1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1693.See file dsdata.txt to determine how the superseded data were derived.
 EW1693
 EW1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT721723(NAD 83)
 EW1693_MARKER: S = SPIKE
 EW1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1693_SP_SET: CONCRETE CURB
 EW1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1693
 EW1693  HISTORY     - Date     Condition        Report By
 EW1693  HISTORY     - UNK      MONUMENTED       CA1980
 EW1693  HISTORY     - 1945     GOOD             NGS
 EW1693
 EW1693                          STATION DESCRIPTION
 EW1693
 EW1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1693'AT LOS ANGELES.
 EW1693'AT LOS ANGELES AT THE INTESECTION OF SANTA MONICA BOULEVARD
 EW1693'AND HILLDALE AVENUE, IN THE NORTHWEST CURB OF SANTA MONICA
 EW1693'BOULEVARD AND 17.6 FEET SOUTHWEST OF THE WEST CURBLINE OF HILLDALE
 EW1693'AVENUE.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0508 ***********************************************************************
 FU0508  DESIGNATION -  2210 USGS
 FU0508  PID         -  FU0508
 FU0508  STATE/COUNTY-  CA/KERN
 FU0508  USGS QUAD   -  DEMOCRAT HOT SPRINGS (1994)
 FU0508
 FU0508                         *CURRENT SURVEY CONTROL
 FU0508  ___________________________________________________________________
 FU0508* NAD 83(1986)-  35 31 17.     (N)    118 40 21.     (W)     SCALED    
 FU0508* NAVD 88     -       674.36   (+/-2cm)    2212.5    (feet)  VERTCON   
 FU0508  ___________________________________________________________________
 FU0508  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FU0508  VERT ORDER  -  THIRD (See Below)
 FU0508
 FU0508.The horizontal coordinates were scaled from a topographic map and have
 FU0508.an estimated accuracy of +/- 6 seconds.
 FU0508
 FU0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0508.The vertical order pertains to the NGVD 29 superseded value.
 FU0508
 FU0508.The geoid height was determined by GEOID03.
 FU0508
 FU0508;                    North         East    Units  Estimated Accuracy
 FU0508;SPC CA 5     -   724,440.    1,939,000.      MT  (+/- 180 meters Scaled)
 FU0508
 FU0508                          SUPERSEDED SURVEY CONTROL
 FU0508
 FU0508  NGVD 29 (??/??/??)  673.39   (m)         2209.3    (f) RESET       3  
 FU0508
 FU0508.Superseded values are not recommended for survey control.
 FU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0508.See file dsdata.txt to determine how the superseded data were derived.
 FU0508
 FU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV483321(NAD 83)
 FU0508_MARKER: DD = SURVEY DISK
 FU0508_SETTING: 80 = SET IN A BOULDER
 FU0508_SP_SET: BOULDER
 FU0508_STAMPING: H 13 2210 1934
 FU0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0508+STABILITY: SURFACE MOTION
 FU0508
 FU0508  HISTORY     - Date     Condition        Report By
 FU0508  HISTORY     - 1934     MONUMENTED       USGS
 FU0508  HISTORY     - 1972     GOOD             USGS
 FU0508
 FU0508                          STATION DESCRIPTION
 FU0508
 FU0508'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0508'12.4 MI W FROM MIRACLE HOT SPRINGS.
 FU0508'12.4 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0508'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, 1.0 MILE WEST OF THE
 FU0508'JUNCTION OF THE DEMOCRAT SPRINGS ROAD, 34 YARDS NORTH OF HIGHWAY
 FU0508'CULVERT G 368+71, 106 FEET NORTHWEST OF THE CENTERLINE OF THE
 FU0508'HIGHWAY, ON AN ABANDONED HIGHWAY GRADE, AND IN THE TOP OF A
 FU0508'4- BY 5- BY 2-FOOT GRANITE BOULDER.  A UNITED STATES GEOLOGICAL
 FU0508'SURVEY STANDARD DISK, STAMPED H 13 2210 1934.
 FU0508
 FU0508                          STATION RECOVERY (1972)
 FU0508
 FU0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2513 ***********************************************************************
 FU2513  DESIGNATION -  223 DWR
 FU2513  PID         -  FU2513
 FU2513  STATE/COUNTY-  CA/KERN
 FU2513  USGS QUAD   -  MILLUX (1973)
 FU2513
 FU2513                         *CURRENT SURVEY CONTROL
 FU2513  ___________________________________________________________________
 FU2513* NAD 83(1986)-  35 13 02.     (N)    119 12 54.     (W)     SCALED    
 FU2513* NAVD 88     -        91.52   (+/-2cm)     300.3    (feet)  VERTCON   
 FU2513  ___________________________________________________________________
 FU2513  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 FU2513  VERT ORDER  -  THIRD (See Below)
 FU2513
 FU2513.The horizontal coordinates were scaled from a topographic map and have
 FU2513.an estimated accuracy of +/- 6 seconds.
 FU2513
 FU2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2513.The vertical order pertains to the NGVD 29 superseded value.
 FU2513
 FU2513.The geoid height was determined by GEOID03.
 FU2513
 FU2513;                    North         East    Units  Estimated Accuracy
 FU2513;SPC CA 5     -   691,160.    1,889,390.      MT  (+/- 180 meters Scaled)
 FU2513
 FU2513                          SUPERSEDED SURVEY CONTROL
 FU2513
 FU2513  NGVD 29 (??/??/??)   90.77   (m)          297.8    (f) RESET       3  
 FU2513
 FU2513.Superseded values are not recommended for survey control.
 FU2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2513.See file dsdata.txt to determine how the superseded data were derived.
 FU2513
 FU2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU983993(NAD 83)
 FU2513_MARKER: DD = SURVEY DISK
 FU2513_SETTING: 0 = UNSPECIFIED SETTING
 FU2513_STAMPING: 223 1961
 FU2513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2513
 FU2513  HISTORY     - Date     Condition        Report By
 FU2513  HISTORY     - 1961     MONUMENTED       CADWR
 FU2513  HISTORY     - 1962     GOOD             NGS
 FU2513
 FU2513                          STATION DESCRIPTION
 FU2513
 FU2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FU2513'9.4 MI NE FROM CONNER.
 FU2513'1.0 MILE WEST ALONG MILLUX ROAD FROM THE T JUNCTION OF OLD RIVER
 FU2513'ROAD AT CONNER, THENCE 2.0 MILES NORTH ALONG A DIRT FARM ROAD, THENCE
 FU2513'3.0 MILES WEST ALONG MC KITTRICK ROAD, THENCE 1.0 MILE NORTH ALONG
 FU2513'A DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 FU2513'1.35 MILES WEST ALONG A DIRT ROAD ALONG THE NORTH BANK OF BUENA
 FU2513'VISTA CANAL, 0.25 MILE EAST OF BENCH MARK X 1015, AT THE JUNCTION
 FU2513'OF A DIRT ROAD WEST, 42 FEET WEST OF THE WEST BANK OF THE CANAL,
 FU2513'20 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 3 FEET WEST
 FU2513'OF A 2- BY 4-INCH WHITE WOODEN POST STENCILED DWR BM 223, ABOUT
 FU2513'3 FEET LOWER THAN THE TOP OF THE LEVEE, AND ABOUT LEVEL WITH THE
 FU2513'ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4214 ***********************************************************************
 GU4214  DESIGNATION -  223.07=306
 GU4214  PID         -  GU4214
 GU4214  STATE/COUNTY-  CA/SANTA CRUZ
 GU4214  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4214
 GU4214                         *CURRENT SURVEY CONTROL
 GU4214  ___________________________________________________________________
 GU4214* NAD 83(1986)-  36 57 36.     (N)    121 47 15.     (W)     SCALED    
 GU4214* NAVD 88     -        68.950  (meters)     226.21   (feet)  ADJUSTED  
 GU4214  ___________________________________________________________________
 GU4214  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 GU4214  DYNAMIC HT  -          68.898 (meters)     226.04  (feet)  COMP
 GU4214  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 GU4214
 GU4214  VERT ORDER  -  FIRST     CLASS II
 GU4214
 GU4214.The horizontal coordinates were scaled from a topographic map and have
 GU4214.an estimated accuracy of +/- 6 seconds.
 GU4214
 GU4214.The orthometric height was determined by differential leveling
 GU4214.and adjusted in February 1993.
 GU4214
 GU4214.The geoid height was determined by GEOID03.
 GU4214
 GU4214.The dynamic height is computed by dividing the NAVD 88
 GU4214.geopotential number by the normal gravity value computed on the
 GU4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4214.degrees latitude (g = 980.6199 gals.).
 GU4214
 GU4214.The modeled gravity was interpolated from observed gravity values.
 GU4214
 GU4214;                    North         East    Units  Estimated Accuracy
 GU4214;SPC CA 3     -   551,840.    1,885,340.      MT  (+/- 180 meters Scaled)
 GU4214
 GU4214                          SUPERSEDED SURVEY CONTROL
 GU4214
 GU4214  NGVD 29 (10/21/93)   68.118  (m)          223.48   (f) ADJUSTED    1 2
 GU4214
 GU4214.Superseded values are not recommended for survey control.
 GU4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4214.See file dsdata.txt to determine how the superseded data were derived.
 GU4214
 GU4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF079911(NAD 83)
 GU4214_MARKER: DD = SURVEY DISK
 GU4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4214_SP_SET: CONCRETE POST
 GU4214_STAMPING: A.B.3 223.07
 GU4214_MARK LOGO: CA-087
 GU4214_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4214+STABILITY: SURFACE MOTION
 GU4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4214+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 GU4214
 GU4214  HISTORY     - Date     Condition        Report By
 GU4214  HISTORY     - UNK      MONUMENTED       CA-087
 GU4214  HISTORY     - 19900416 GOOD             NGS
 GU4214
 GU4214                          STATION DESCRIPTION
 GU4214
 GU4214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4214'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4214'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 GU4214'ALONG HOLOHAN ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN
 GU4214'VALLEY ROAD, THENCE 2.6 KM (1.6 MI) NORTHWESTERLY ALONG AMESTI ROAD,
 GU4214'24.8 M (81.4 FT) NORTHWEST OF THE CENTER OF VALLECITOS LANE, 5.7 M
 GU4214'(18.7 FT) NORTHEAST OF THE CENTERLINE OF AMESTI ROAD, 0.9 M (3.0 FT)
 GU4214'EAST OF UTILITY POLE NUMBER 7843, 0.5 M (1.6 FT) SOUTHWEST OF A
 GU4214'WITNESS POST, AND IN A CONCRETE MONUMENT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2509 ***********************************************************************
 GU2509  DESIGNATION -  224
 GU2509  PID         -  GU2509
 GU2509  STATE/COUNTY-  CA/MONTEREY
 GU2509  USGS QUAD   -  GREENFIELD (1984)
 GU2509
 GU2509                         *CURRENT SURVEY CONTROL
 GU2509  ___________________________________________________________________
 GU2509* NAD 83(1986)-  36 21 49.     (N)    121 14 00.     (W)     SCALED    
 GU2509* NAVD 88     -        68.691  (meters)     225.36   (feet)  ADJUSTED  
 GU2509  ___________________________________________________________________
 GU2509  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU2509  DYNAMIC HT  -          68.634 (meters)     225.18  (feet)  COMP
 GU2509  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 GU2509
 GU2509  VERT ORDER  -  FIRST     CLASS I
 GU2509
 GU2509.The horizontal coordinates were scaled from a topographic map and have
 GU2509.an estimated accuracy of +/- 6 seconds.
 GU2509
 GU2509.The orthometric height was determined by differential leveling
 GU2509.and adjusted in June 1991.
 GU2509
 GU2509.The geoid height was determined by GEOID03.
 GU2509
 GU2509.The dynamic height is computed by dividing the NAVD 88
 GU2509.geopotential number by the normal gravity value computed on the
 GU2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2509.degrees latitude (g = 980.6199 gals.).
 GU2509
 GU2509.The modeled gravity was interpolated from observed gravity values.
 GU2509
 GU2509;                    North         East    Units  Estimated Accuracy
 GU2509;SPC CA 4     -   616,650.    1,799,590.      MT  (+/- 180 meters Scaled)
 GU2509
 GU2509                          SUPERSEDED SURVEY CONTROL
 GU2509
 GU2509  NGVD 29 (??/??/??)   67.831  (m)          222.54   (f) ADJUSTED    1 1
 GU2509
 GU2509.Superseded values are not recommended for survey control.
 GU2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2509.See file dsdata.txt to determine how the superseded data were derived.
 GU2509
 GU2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF584257(NAD 83)
 GU2509_MARKER: P = PIPE CAP
 GU2509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2509_SP_SET: METAL PIPE IMBEDDED IN GROUND
 GU2509_STAMPING: 224 1908 CAL
 GU2509_MARK LOGO: USGS  
 GU2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU2509+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 GU2509
 GU2509  HISTORY     - Date     Condition        Report By
 GU2509  HISTORY     - 1908     MONUMENTED       USGS
 GU2509  HISTORY     - 1968     GOOD             NGS
 GU2509  HISTORY     - 19881215 GOOD             NGS
 GU2509
 GU2509                          STATION DESCRIPTION
 GU2509
 GU2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2509'7.4 MI SE FROM SOLEDAD.
 GU2509'7.35 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2509'FROM THE STATION AT SOLEDAD, AT A ROAD UNDERCROSSING, 14.0 FEET
 GU2509'NORTHEAST OF THE NORTHEAST RAIL, 62 1/2 FEET NORTHWEST OF
 GU2509'MILEPOLE 151, 38.0 FEET SOUTHEAST OF THE EAST CORNER OF BRIDGE
 GU2509'150.99 OVER THE ROAD, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND
 GU2509'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 GU2509'FOOT ABOVE THE GROUND.
 GU2509
 GU2509                          STATION RECOVERY (1988)
 GU2509
 GU2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2509'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.1 KM
 GU2509'(6.90 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GU2509'JUNCTION OF FRONT STREET IN SOLEDAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DF5240 ***********************************************************************
 DF5240  DESIGNATION -  224 416 S2
 DF5240  PID         -  DF5240
 DF5240  STATE/COUNTY-  CA/TRINITY
 DF5240  USGS QUAD   -  CARRVILLE (1986)
 DF5240
 DF5240                         *CURRENT SURVEY CONTROL
 DF5240  ___________________________________________________________________
 DF5240* NAD 83(2007)-  41 03 10.60770(N)    122 41 51.25671(W)     ADJUSTED  
 DF5240* NAVD 88     -       732.73   (meters)    2404.0    (feet)  LEVELING  
 DF5240  ___________________________________________________________________
 DF5240  EPOCH DATE  -        2007.00
 DF5240  X           -  -2,602,309.133 (meters)                     COMP
 DF5240  Y           -  -4,053,891.033 (meters)                     COMP
 DF5240  Z           -   4,167,324.112 (meters)                     COMP
 DF5240  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DF5240  ELLIP HEIGHT-         708.083 (meters)          (02/10/07) ADJUSTED
 DF5240  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DF5240
 DF5240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5240  Type    PID    Designation                      North   East  Ellip
 DF5240  -------------------------------------------------------------------
 DF5240  NETWORK DF5240 224 416 S2                        0.61   0.73   3.12
 DF5240  -------------------------------------------------------------------
 DF5240  VERT ORDER  -  THIRD ?
 DF5240
 DF5240.The horizontal coordinates were established by GPS observations
 DF5240.and adjusted by the National Geodetic Survey in February 2007.
 DF5240
 DF5240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5240.The horizontal coordinates are valid at the epoch date displayed above.
 DF5240.The epoch date for horizontal control is a decimal equivalence
 DF5240.of Year/Month/Day.
 DF5240
 DF5240.The orthometric height was determined by differential leveling.
 DF5240.The vertical network tie was performed by a horz. field party for horz.
 DF5240.obs reductions. Reset procedures were used to establish the elevation.
 DF5240
 DF5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5240
 DF5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5240
 DF5240.The ellipsoidal height was determined by GPS observations
 DF5240.and is referenced to NAD 83.
 DF5240
 DF5240.The geoid height was determined by GEOID03.
 DF5240
 DF5240;                    North         East     Units Scale Factor Converg.
 DF5240;SPC CA 1     -   691,175.294 1,941,363.075   MT  0.99990184   -0 27 22.1
 DF5240;SPC CA 1     - 2,267,630.94  6,369,288.69   sFT  0.99990184   -0 27 22.1
 DF5240;UTM  10      - 4,544,678.713   525,414.368   MT  0.99960795   +0 11 55.0
 DF5240
 DF5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5240!SPC CA 1     -   0.99988894  x   0.99990184  =   0.99979079
 DF5240!UTM  10      -   0.99988894  x   0.99960795  =   0.99949694
 DF5240
 DF5240                          SUPERSEDED SURVEY CONTROL
 DF5240
 DF5240  NAD 83(1998)-  41 03 10.60726(N)    122 41 51.25732(W) AD(2004.69) B
 DF5240  ELLIP H (09/28/05)  708.080  (m)                       GP(       ) 4 1
 DF5240  NAD 83(1992)-  41 03 10.60390(N)    122 41 51.25343(W) AD(1991.35) 1
 DF5240  ELLIP H (04/09/03)  708.237  (m)                       GP(1991.35) 4 1
 DF5240
 DF5240.Superseded values are not recommended for survey control.
 DF5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5240.See file dsdata.txt to determine how the superseded data were derived.
 DF5240
 DF5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL2541444679(NAD 83)
 DF5240_MARKER: DD = SURVEY DISK
 DF5240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5240_SP_SET: CONCRETE WINGWALL
 DF5240_STAMPING: 224-416-S2
 DF5240_MARK LOGO: BOR   
 DF5240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5240+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 DF5240
 DF5240  HISTORY     - Date     Condition        Report By
 DF5240  HISTORY     - 1964     MONUMENTED       BOR
 DF5240  HISTORY     - 20031223 GOOD             BOR
 DF5240
 DF5240                          STATION DESCRIPTION
 DF5240
 DF5240'DESCRIBED BY US BUREAU OF RECLAMATION 1964
 DF5240'THE STATION IS LOCATED AT THE NORTH END OF TRINITY LAKE, ABOUT 31 MI
 DF5240'(49.9 KM) SOUTHWEST OF WEED AND 6 MI (9.7 KM) NORTH OF TRINITY CENTER.
 DF5240'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 3 AND
 DF5240'AIRPORT ROAD IN TRINITY CENTER, GO NORTH ON HIGHWAY 3 FOR 2.8 MI (4.5
 DF5240'KM) TO THE ENTRANCE TO THE US FOREST SERVICE NORTH SHORE VISTA POINT.
 DF5240'CONTINUE NORTH ON HIGHWAY 3 FOR 2.3 MI (3.7 KM) TO ENRIGHT GULCH ROAD
 DF5240'ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 3 FOR 0.35 MI (0.56 KM) TO
 DF5240'EASTSIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON EASTSIDE ROAD
 DF5240'FOR 0.07 MI (0.11 KM) TO THE WEST END OF THE BRIDGE OVER THE TRINITY
 DF5240'RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK
 DF5240'EPOXIED INTO THE SIDEWALK ON THE SOUTH SIDE OF THE WEST ABUTMENT OF
 DF5240'THE BRIDGE, 15.0 FT (4.6 M) SOUTH OF THE CENTER OF EASTSIDE ROAD, 4.4
 DF5240'FT (1.3 M) EAST OF A WHITE CARSONITE GUARD POST WITH AMBER REFLECTOR,
 DF5240'4.1 FT (1.2 M) EAST OF A YELLOW AND BLACK WARNING PADDLE, 2.0 FT (0.6
 DF5240'M) NORTH OF AN ORANGE CARSONITE WITNESS POST, AND 1.5 FT (0.5 M)
 DF5240'NORTHEAST OF THE WEST END OF THE SOUTH BRIDGE RAIL.  THE STATION WAS
 DF5240'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
 DF5240
 DF5240                          STATION RECOVERY (2003)
 DF5240
 DF5240'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (JRL)
 DF5240'THE STATION IS 1.1 M NORHTEAST OF AN ORANGE CARSONITE WITNESS POST AND
 DF5240'1.2 M SOUTHWEST  OF A WHITE CARSONITE POST WITH AMBER REFLECTOR.
 DF5240' 
 DF5240'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DF5240'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0813 ***********************************************************************
 JS0813  DESIGNATION -  224 B USGS
 JS0813  PID         -  JS0813
 JS0813  STATE/COUNTY-  CA/SACRAMENTO
 JS0813  USGS QUAD   -  FOLSOM (1980)
 JS0813
 JS0813                         *CURRENT SURVEY CONTROL
 JS0813  ___________________________________________________________________
 JS0813* NAD 83(1986)-  38 40 22.     (N)    121 10 46.     (W)     SCALED    
 JS0813* NAVD 88     -        69.25   (+/-2cm)     227.2    (feet)  VERTCON   
 JS0813  ___________________________________________________________________
 JS0813  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JS0813  VERT ORDER  -  THIRD (See Below)
 JS0813
 JS0813.The horizontal coordinates were scaled from a topographic map and have
 JS0813.an estimated accuracy of +/- 6 seconds.
 JS0813
 JS0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0813.The vertical order pertains to the NGVD 29 superseded value.
 JS0813
 JS0813.The geoid height was determined by GEOID03.
 JS0813
 JS0813;                    North         East    Units  Estimated Accuracy
 JS0813;SPC CA 2     -   612,010.    2,071,400.      MT  (+/- 180 meters Scaled)
 JS0813
 JS0813                          SUPERSEDED SURVEY CONTROL
 JS0813
 JS0813  NGVD 29 (??/??/??)   68.47   (m)          224.6    (f) RESET       3  
 JS0813
 JS0813.Superseded values are not recommended for survey control.
 JS0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0813.See file dsdata.txt to determine how the superseded data were derived.
 JS0813
 JS0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH583820(NAD 83)
 JS0813_MARKER: P = PIPE CAP
 JS0813_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0813_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0813_STAMPING: 224 B 1908 13
 JS0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0813+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 JS0813
 JS0813  HISTORY     - Date     Condition        Report By
 JS0813  HISTORY     - 1908     MONUMENTED       USGS
 JS0813  HISTORY     - 1934     GOOD             NGS
 JS0813  HISTORY     - 20040412 GOOD             CADT
 JS0813  HISTORY     - 20040713 GOOD             CADWR
 JS0813
 JS0813                          STATION DESCRIPTION
 JS0813
 JS0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0813'AT FOLSOM.
 JS0813'AT THE SOUTHWEST EDGE OF FOLSOM, SACRAMENTO COUNTY, AT A CATHOLIC
 JS0813'CHURCH, AND IN THE NORTHEAST CORNER OF THE LOT.  A UNITED STATES
 JS0813'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 224 B 1908 13 AND RIVETED
 JS0813'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN A TILE FILLED WITH
 JS0813'CONCRETE AND PROJECTING 8 INCHES ABOVE GROUND.
 JS0813
 JS0813                          STATION RECOVERY (2004)
 JS0813
 JS0813'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0813'RECOVERED IN GOOD CONDITION.
 JS0813
 JS0813                          STATION RECOVERY (2004)
 JS0813
 JS0813'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG)
 JS0813'STATION LOCATION IS 35' WEST OF THE CENTER LINE OF SIBLEY ST. AND 225'
 JS0813'NORTH OF THE CENTER LINE OF NATOMAS DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2171 ***********************************************************************
 HS2171  DESIGNATION -  224 USGS
 HS2171  PID         -  HS2171
 HS2171  STATE/COUNTY-  CA/STANISLAUS
 HS2171  USGS QUAD   -  COOPERSTOWN (1968)
 HS2171
 HS2171                         *CURRENT SURVEY CONTROL
 HS2171  ___________________________________________________________________
 HS2171* NAD 83(1986)-  37 43 58.     (N)    120 35 47.     (W)     SCALED    
 HS2171* NAVD 88     -        69.18   (+/-2cm)     227.0    (feet)  VERTCON   
 HS2171  ___________________________________________________________________
 HS2171  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HS2171  VERT ORDER  -  THIRD (See Below)
 HS2171
 HS2171.The horizontal coordinates were scaled from a topographic map and have
 HS2171.an estimated accuracy of +/- 6 seconds.
 HS2171
 HS2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2171.The vertical order pertains to the NGVD 29 superseded value.
 HS2171
 HS2171.The geoid height was determined by GEOID03.
 HS2171
 HS2171;                    North         East    Units  Estimated Accuracy
 HS2171;SPC CA 3     -   636,820.    1,991,500.      MT  (+/- 180 meters Scaled)
 HS2171
 HS2171                          SUPERSEDED SURVEY CONTROL
 HS2171
 HS2171  NGVD 29 (??/??/??)   68.46   (m)          224.6    (f) RESET       3  
 HS2171
 HS2171.Superseded values are not recommended for survey control.
 HS2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2171.See file dsdata.txt to determine how the superseded data were derived.
 HS2171
 HS2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG118788(NAD 83)
 HS2171_MARKER: P = PIPE CAP
 HS2171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2171_STAMPING: 224 1913
 HS2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2171
 HS2171  HISTORY     - Date     Condition        Report By
 HS2171  HISTORY     - 1913     MONUMENTED       USGS
 HS2171  HISTORY     - 1958     GOOD             NGS
 HS2171
 HS2171                          STATION DESCRIPTION
 HS2171
 HS2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2171'8.8 MI SE FROM KNIGHTS FERRY.
 HS2171'1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 HS2171'KNIGHTS FERRY, THENCE 7.2 MILES SOUTHEAST ALONG KNIGHTS FERRY-LA
 HS2171'GRANGE ROAD, THENCE 0.45 MILES SOUTHWEST ALONG WARNERVILLE ROAD,
 HS2171'AT A RAILROAD CROSSING, AT THE JUNCTION OF CRABTREE ROAD LEADING
 HS2171'SOUTH, 92 FEET SOUTH OF THE CENTER LINE OF WARNERVILLE ROAD,
 HS2171'35 FEET WEST OF THE CENTER LINE OF CRABTREE ROAD, 47.8 FEET
 HS2171'SOUTH OF THE SOUTH RAIL OF THE TRACK, 2 1/2 FEET NORTHEAST OF
 HS2171'THE NORTHWEST END OF A STEEL FRAMED WIRE GATE ACROSS A DRIVEWAY
 HS2171'LEADING TO MICHEL RANCH NO. 2, 1.0 FOOT EAST OF A WITNESS POST,
 HS2171'ABOUT LEVEL WITH THE ROADS, AND RIVETED ON TOP OF A 3 1/2-INCH
 HS2171'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5313 ***********************************************************************
 HS5313  DESIGNATION -  224.23=282
 HS5313  PID         -  HS5313
 HS5313  STATE/COUNTY-  CA/SANTA CRUZ
 HS5313  USGS QUAD   -  LAUREL (1994)
 HS5313
 HS5313                         *CURRENT SURVEY CONTROL
 HS5313  ___________________________________________________________________
 HS5313* NAD 83(1986)-  37 01 37.     (N)    121 59 46.     (W)     SCALED    
 HS5313* NAVD 88     -        69.359  (meters)     227.56   (feet)  ADJUSTED  
 HS5313  ___________________________________________________________________
 HS5313  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HS5313  DYNAMIC HT  -          69.308 (meters)     227.39  (feet)  COMP
 HS5313  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 HS5313
 HS5313  VERT ORDER  -  FIRST     CLASS II
 HS5313
 HS5313.The horizontal coordinates were scaled from a topographic map and have
 HS5313.an estimated accuracy of +/- 6 seconds.
 HS5313
 HS5313.The orthometric height was determined by differential leveling
 HS5313.and adjusted in February 1993.
 HS5313
 HS5313.The geoid height was determined by GEOID03.
 HS5313
 HS5313.The dynamic height is computed by dividing the NAVD 88
 HS5313.geopotential number by the normal gravity value computed on the
 HS5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5313.degrees latitude (g = 980.6199 gals.).
 HS5313
 HS5313.The modeled gravity was interpolated from observed gravity values.
 HS5313
 HS5313;                    North         East    Units  Estimated Accuracy
 HS5313;SPC CA 3     -   559,550.    1,866,880.      MT  (+/- 180 meters Scaled)
 HS5313
 HS5313                          SUPERSEDED SURVEY CONTROL
 HS5313
 HS5313  NGVD 29 (10/21/93)   68.522  (m)          224.81   (f) ADJUSTED    1 2
 HS5313
 HS5313.Superseded values are not recommended for survey control.
 HS5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5313.See file dsdata.txt to determine how the superseded data were derived.
 HS5313
 HS5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF892983(NAD 83)
 HS5313_MARKER: DD = SURVEY DISK
 HS5313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5313_SP_SET: HEADWALL
 HS5313_STAMPING: BM 224.23
 HS5313_MARK LOGO: CA-087
 HS5313_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5313+STABILITY: SURFACE MOTION
 HS5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5313+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5313
 HS5313  HISTORY     - Date     Condition        Report By
 HS5313  HISTORY     - UNK      MONUMENTED       CA-087
 HS5313  HISTORY     - 19900423 GOOD             NGS
 HS5313
 HS5313                          STATION DESCRIPTION
 HS5313
 HS5313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5313'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5313'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5313'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 4.87 KM (3.03 MI) SOUTHERLY
 HS5313'ALONG BRANCIFORTE DRIVE, THENCE 1.4 KM (0.9 MI) WESTERLY ALONG
 HS5313'MOUNTAIN VIEW ROAD, THENCE 0.9 KM (0.6 MI) NORTHERLY ALONG GRANITE
 HS5313'CREEK ROAD, SET IN TOP OF AND 1.0 M (3.3 FT) NORTH OF THE SOUTH END
 HS5313'OF THE WEST HEADWALL OF A CULVERT FOR GRANITE CREEK, 7.4 M (24.3 FT)
 HS5313'NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO A RESEIDENCE AT 555
 HS5313'GRANITE CREEK ROAD, AND 0.4 M (1.3 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0510 ***********************************************************************
 FU0510  DESIGNATION -  2244 USGS
 FU0510  PID         -  FU0510
 FU0510  STATE/COUNTY-  CA/KERN
 FU0510  USGS QUAD   -  DEMOCRAT HOT SPRINGS (1994)
 FU0510
 FU0510                         *CURRENT SURVEY CONTROL
 FU0510  ___________________________________________________________________
 FU0510* NAD 83(1986)-  35 31 51.     (N)    118 38 29.     (W)     SCALED    
 FU0510* NAVD 88     -       684.86   (+/-2cm)    2246.9    (feet)  VERTCON   
 FU0510  ___________________________________________________________________
 FU0510  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FU0510  VERT ORDER  -  THIRD (See Below)
 FU0510
 FU0510.The horizontal coordinates were scaled from a topographic map and have
 FU0510.an estimated accuracy of +/- 6 seconds.
 FU0510
 FU0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0510.The vertical order pertains to the NGVD 29 superseded value.
 FU0510
 FU0510.The geoid height was determined by GEOID03.
 FU0510
 FU0510;                    North         East    Units  Estimated Accuracy
 FU0510;SPC CA 5     -   725,470.    1,941,830.      MT  (+/- 180 meters Scaled)
 FU0510
 FU0510                          SUPERSEDED SURVEY CONTROL
 FU0510
 FU0510  NGVD 29 (??/??/??)  683.89   (m)         2243.7    (f) RESET       3  
 FU0510
 FU0510.Superseded values are not recommended for survey control.
 FU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0510.See file dsdata.txt to determine how the superseded data were derived.
 FU0510
 FU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV511331(NAD 83)
 FU0510_MARKER: DD = SURVEY DISK
 FU0510_SETTING: 66 = SET IN ROCK OUTCROP
 FU0510_SP_SET: OUTCROP
 FU0510_STAMPING: H 14 2244 1934
 FU0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0510+STABILITY: POSITION/ELEVATION WELL
 FU0510
 FU0510  HISTORY     - Date     Condition        Report By
 FU0510  HISTORY     - 1934     MONUMENTED       USGS
 FU0510  HISTORY     - 1972     GOOD             USGS
 FU0510
 FU0510                          STATION DESCRIPTION
 FU0510
 FU0510'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0510'10.3 MI W FROM MIRACLE HOT SPRINGS.
 FU0510'10.3 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0510'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, 32 FEET SOUTHWEST OF
 FU0510'THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF A SMALL RAVINE,
 FU0510'IN THE TOP OF A GRANITE-ROCK OUTCROP, AND ABOUT 3 FEET HIGHER
 FU0510'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FU0510'DISK, STAMPED H 14 2244 1934.
 FU0510
 FU0510                          STATION RECOVERY (1972)
 FU0510
 FU0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1007 ***********************************************************************
 JT1007  DESIGNATION -  2245.6 RM 106 M USGS
 JT1007  PID         -  JT1007
 JT1007  STATE/COUNTY-  CA/LAKE
 JT1007  USGS QUAD   -  WHISPERING PINES (1993)
 JT1007
 JT1007                         *CURRENT SURVEY CONTROL
 JT1007  ___________________________________________________________________
 JT1007* NAD 83(1986)-  38 47 56.     (N)    122 42 20.     (W)     SCALED    
 JT1007* NAVD 88     -       685.67   (+/-2cm)    2249.6    (feet)  VERTCON   
 JT1007  ___________________________________________________________________
 JT1007  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JT1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1007
 JT1007.The horizontal coordinates were scaled from a topographic map and have
 JT1007.an estimated accuracy of +/- 6 seconds.
 JT1007
 JT1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1007.The vertical order pertains to the NGVD 29 superseded value.
 JT1007
 JT1007.The geoid height was determined by GEOID03.
 JT1007
 JT1007;                    North         East    Units  Estimated Accuracy
 JT1007;SPC CA 2     -   625,920.    1,938,710.      MT  (+/- 180 meters Scaled)
 JT1007
 JT1007                          SUPERSEDED SURVEY CONTROL
 JT1007
 JT1007  NGVD 29 (??/??/92)  684.747  (m)         2246.54   (f) ADJ UNCH    2 0
 JT1007
 JT1007.Superseded values are not recommended for survey control.
 JT1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1007.See file dsdata.txt to determine how the superseded data were derived.
 JT1007
 JT1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH255945(NAD 83)
 JT1007_MARKER: Q = CHISELED SQUARE
 JT1007_SETTING: 80 = SET IN A BOULDER
 JT1007_SP_SET: BOULDER
 JT1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1007+STABILITY: SURFACE MOTION
 JT1007
 JT1007  HISTORY     - Date     Condition        Report By
 JT1007  HISTORY     - UNK      MONUMENTED       USGS
 JT1007  HISTORY     - 1942     GOOD             NGS
 JT1007  HISTORY     - 1973     MARK NOT FOUND   NGS
 JT1007
 JT1007                          STATION DESCRIPTION
 JT1007
 JT1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT1007'6.6 MI NW FROM MIDDLETOWN.
 JT1007'6.6 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM HOTEL HERRICK
 JT1007'AT MIDDLETOWN, LAKE COUNTY, AT A SMALL FLAT WITH A DIM ROAD
 JT1007'LEADING EAST, 40 FEET WEST OF A TABLET, 25 FEET EAST OF THE
 JT1007'CENTERLINE OF THE HIGHWAY, AND ON THE SOUTH SIDE OF A ROCK
 JT1007'BOULDER.  A CHISELED SQUARE.
 JT1007
 JT1007                          STATION RECOVERY (1973)
 JT1007
 JT1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1624 ***********************************************************************
 KS1624  DESIGNATION -  225 53.05 2593
 KS1624  PID         -  KS1624
 KS1624  STATE/COUNTY-  CA/YUBA
 KS1624  USGS QUAD   -  CAMPTONVILLE (1995)
 KS1624
 KS1624                         *CURRENT SURVEY CONTROL
 KS1624  ___________________________________________________________________
 KS1624* NAD 83(1992)-  39 26 30.77977(N)    121 03 47.15031(W)     ADJUSTED  
 KS1624* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 KS1624  ___________________________________________________________________
 KS1624  EPOCH DATE  -        1991.35
 KS1624  LAPLACE CORR-          10.22  (seconds)                    DEFLEC99
 KS1624  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 KS1624  HORZ ORDER  -  SECOND
 KS1624
 KS1624.The horizontal coordinates were established by classical geodetic methods
 KS1624.and adjusted by the National Geodetic Survey in March 1994.
 KS1624.The horizontal coordinates are valid at the epoch date displayed above.
 KS1624.The epoch date for horizontal control is a decimal equivalence
 KS1624.of Year/Month/Day.
 KS1624
 KS1624.The orthometric height was scaled from a topographic map.
 KS1624
 KS1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1624
 KS1624.The geoid height was determined by GEOID03.
 KS1624
 KS1624;                    North         East     Units Scale Factor Converg.
 KS1624;SPC CA 2     -   697,476.568 2,080,646.528   MT  0.99993406   +0 35 26.5
 KS1624;SPC CA 2     - 2,288,304.37  6,826,254.48   sFT  0.99993406   +0 35 26.5
 KS1624;UTM  10      - 4,367,604.902   666,677.779   MT  0.99994206   +1 13 50.8
 KS1624
 KS1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1624!SPC CA 2     -   0.99987977  x   0.99993406  =   0.99981384
 KS1624!UTM  10      -   0.99987977  x   0.99994206  =   0.99982184
 KS1624
 KS1624                          SUPERSEDED SURVEY CONTROL
 KS1624
 KS1624  NAD 83(1986)-  39 26 30.77195(N)    121 03 47.14116(W) AD(1984.00) 2
 KS1624  NAD 27      -  39 26 31.15900(N)    121 03 43.30400(W) AD(       ) 2
 KS1624
 KS1624.Superseded values are not recommended for survey control.
 KS1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1624.See file dsdata.txt to determine how the superseded data were derived.
 KS1624
 KS1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ6667867605(NAD 83)
 KS1624
 KS1624  HISTORY     - Date     Condition        Report By
 KS1624  HISTORY     - 1949     MONUMENTED       CGS
 KS1624
 KS1624                          STATION DESCRIPTION
 KS1624
 KS1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KS1624'SEE STATION LOG
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0946 ***********************************************************************
 DY0946  DESIGNATION -  225 C OF LB
 DY0946  PID         -  DY0946
 DY0946  STATE/COUNTY-  CA/LOS ANGELES
 DY0946  USGS QUAD   -  SEAL BEACH (1981)
 DY0946
 DY0946                         *CURRENT SURVEY CONTROL
 DY0946  ___________________________________________________________________
 DY0946* NAD 83(1986)-  33 44 56.     (N)    118 07 15.     (W)     SCALED    
 DY0946* NAVD 88     -         1.68   (+/-2cm)       5.5    (feet)  VERTCON   
 DY0946  ___________________________________________________________________
 DY0946  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY0946  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0946
 DY0946.The horizontal coordinates were scaled from a topographic map and have
 DY0946.an estimated accuracy of +/- 6 seconds.
 DY0946
 DY0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0946.The vertical order pertains to the NGVD 29 superseded value.
 DY0946
 DY0946.The geoid height was determined by GEOID03.
 DY0946
 DY0946;                    North         East    Units  Estimated Accuracy
 DY0946;SPC CA 5     -   527,620.    1,988,800.      MT  (+/- 180 meters Scaled)
 DY0946
 DY0946                          SUPERSEDED SURVEY CONTROL
 DY0946
 DY0946  NGVD 29 (??/??/92)    0.92   (m)            3.0    (f) COMPUTED    1 2
 DY0946
 DY0946.Superseded values are not recommended for survey control.
 DY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0946.See file dsdata.txt to determine how the superseded data were derived.
 DY0946
 DY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT961348(NAD 83)
 DY0946_MARKER: DD = SURVEY DISK
 DY0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0946_STAMPING: LBBM NO 225
 DY0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0946+STABILITY: SURFACE MOTION
 DY0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0946+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2006
 DY0946
 DY0946  HISTORY     - Date     Condition        Report By
 DY0946  HISTORY     - UNK      MONUMENTED       CA1970
 DY0946  HISTORY     - 1954     GOOD             NGS
 DY0946  HISTORY     - 1965     GOOD             NGS
 DY0946  HISTORY     - 20061123 GOOD             GEOCAC
 DY0946
 DY0946                          STATION DESCRIPTION
 DY0946
 DY0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0946'AT LONG BEACH.
 DY0946'AT LONG BEACH, 4.1 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0946'JUNCTION OF AMERICAN AVENUE, AT ALAMITOS BAY BUSINESS DISTRICT,
 DY0946'0.4 MILE WEST OF THE BOULEVARD BRIDGE OVER SAN GABRIEL RIVER,
 DY0946'AT THE INTERSECTION OF SIXTY-SECOND PLACE, 18.7 FEET NORTHEAST
 DY0946'OF THE NORTHEAST CURB OF THE BOULEVARD, 3.1 FEET SOUTHEAST
 DY0946'OF THE SOUTHEAST CURB OF THE PLACE, 0.6 FOOT UNDERGROUND, AND
 DY0946'SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0946'THROUGH A 4-INCH PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0946
 DY0946                          STATION RECOVERY (1965)
 DY0946
 DY0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0946'RECOVERED IN GOOD CONDITION.
 DY0946
 DY0946                          STATION RECOVERY (2006)
 DY0946
 DY0946'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0946'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE 1954
 DY0946'RECOVERY INFORMATION.  AMERICAN AVE. IS NOW LONG BEACH BLVD. OCEAN
 DY0946'BLVD. NO LONGER HAS A BRIDGE OVER THE RIVER. THE COVER TO THE MARK IS
 DY0946'LOCATED IN THE SIDEWALK AND NOW HAS NO MARKINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0158 ***********************************************************************
 KS0158  DESIGNATION -  225 G SPCO
 KS0158  PID         -  KS0158
 KS0158  STATE/COUNTY-  CA/NEVADA
 KS0158  USGS QUAD   -  BOCA (1973)
 KS0158
 KS0158                         *CURRENT SURVEY CONTROL
 KS0158  ___________________________________________________________________
 KS0158* NAD 83(1986)-  39 25 56.     (N)    120 01 35.     (W)     SCALED    
 KS0158* NAVD 88     -      1574.256  (meters)    5164.87   (feet)  ADJUSTED  
 KS0158  ___________________________________________________________________
 KS0158  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 KS0158  DYNAMIC HT  -        1572.750 (meters)    5159.93  (feet)  COMP
 KS0158  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 KS0158
 KS0158  VERT ORDER  -  FIRST     CLASS II
 KS0158
 KS0158.The horizontal coordinates were scaled from a topographic map and have
 KS0158.an estimated accuracy of +/- 6 seconds.
 KS0158
 KS0158.The orthometric height was determined by differential leveling
 KS0158.and adjusted in June 1991.
 KS0158.WARNING-Repeat measurements at this control monument indicate possible
 KS0158.vertical movement.
 KS0158
 KS0158.The geoid height was determined by GEOID03.
 KS0158
 KS0158.The dynamic height is computed by dividing the NAVD 88
 KS0158.geopotential number by the normal gravity value computed on the
 KS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0158.degrees latitude (g = 980.6199 gals.).
 KS0158
 KS0158.The modeled gravity was interpolated from observed gravity values.
 KS0158
 KS0158;                    North         East    Units  Estimated Accuracy
 KS0158;SPC CA 2     -   697,830.    2,169,900.      MT  (+/- 180 meters Scaled)
 KS0158
 KS0158                          SUPERSEDED SURVEY CONTROL
 KS0158
 KS0158  NGVD 29 (??/??/??) 1573.069  (m)         5160.98   (f) ADJUSTED    1 2
 KS0158
 KS0158.Superseded values are not recommended for survey control.
 KS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0158.See file dsdata.txt to determine how the superseded data were derived.
 KS0158
 KS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ559689(NAD 83)
 KS0158_MARKER: B = BOLT
 KS0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0158_SP_SET: BRIDGE
 KS0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0158
 KS0158  HISTORY     - Date     Condition        Report By
 KS0158  HISTORY     - UNK      MONUMENTED       SPRR
 KS0158  HISTORY     - 1947     GOOD             NGS
 KS0158  HISTORY     - 1969     GOOD             NGS
 KS0158
 KS0158                          STATION DESCRIPTION
 KS0158
 KS0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KS0158'6.6 MI SW FROM VERDI.
 KS0158'ABOUT 6.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 KS0158'FROM THE STATION AT VERDI, ABOUT 1.0 MILE NORTHEAST OF THE
 KS0158'POWER PLANT AT FARRAD, 6.1 FEET WEST OF THE WEST RAIL OF THE
 KS0158'EAST BOUND TRACK, SET ON TOP AND IN THE SOUTH CONCRETE ABUTMENT
 KS0158'OF A BRIDGE AT MILEAGE 225.55, 0.4 FOOT EAST OF THE WEST EDGE
 KS0158'OF THE ABUTMENT AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KS0158
 KS0158                          STATION RECOVERY (1969)
 KS0158
 KS0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KS0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5300 ***********************************************************************
 HS5300  DESIGNATION -  225.29=273
 HS5300  PID         -  HS5300
 HS5300  STATE/COUNTY-  CA/SANTA CRUZ
 HS5300  USGS QUAD   -  LAUREL (1994)
 HS5300
 HS5300                         *CURRENT SURVEY CONTROL
 HS5300  ___________________________________________________________________
 HS5300* NAD 83(1986)-  37 02 06.     (N)    121 56 51.     (W)     SCALED    
 HS5300* NAVD 88     -        69.776  (meters)     228.92   (feet)  ADJUSTED  
 HS5300  ___________________________________________________________________
 HS5300  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HS5300  DYNAMIC HT  -          69.725 (meters)     228.76  (feet)  COMP
 HS5300  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 HS5300
 HS5300  VERT ORDER  -  FIRST     CLASS II
 HS5300
 HS5300.The horizontal coordinates were scaled from a topographic map and have
 HS5300.an estimated accuracy of +/- 6 seconds.
 HS5300
 HS5300.The orthometric height was determined by differential leveling
 HS5300.and adjusted in February 1993.
 HS5300
 HS5300.The geoid height was determined by GEOID03.
 HS5300
 HS5300.The dynamic height is computed by dividing the NAVD 88
 HS5300.geopotential number by the normal gravity value computed on the
 HS5300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5300.degrees latitude (g = 980.6199 gals.).
 HS5300
 HS5300.The modeled gravity was interpolated from observed gravity values.
 HS5300
 HS5300;                    North         East    Units  Estimated Accuracy
 HS5300;SPC CA 3     -   560,370.    1,871,220.      MT  (+/- 180 meters Scaled)
 HS5300
 HS5300                          SUPERSEDED SURVEY CONTROL
 HS5300
 HS5300  NGVD 29 (10/21/93)   68.936  (m)          226.17   (f) ADJUSTED    1 2
 HS5300
 HS5300.Superseded values are not recommended for survey control.
 HS5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5300.See file dsdata.txt to determine how the superseded data were derived.
 HS5300
 HS5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF936992(NAD 83)
 HS5300_MARKER: DD = SURVEY DISK
 HS5300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5300_SP_SET: HEADWALL
 HS5300_STAMPING: BM 225.29
 HS5300_MARK LOGO: CA-087
 HS5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5300+STABILITY: SURFACE MOTION
 HS5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5300+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5300
 HS5300  HISTORY     - Date     Condition        Report By
 HS5300  HISTORY     - UNK      MONUMENTED       CA-087
 HS5300  HISTORY     - 19900423 GOOD             NGS
 HS5300
 HS5300                          STATION DESCRIPTION
 HS5300
 HS5300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5300'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5300'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 0.3 KM (0.2 MI)
 HS5300'NORTHERLY ALONG LAUREL GLEN ROAD, SET IN TOP OF AND NEAR THE SOUTH END
 HS5300'OF THE WEST HEADWALL OF A CULVERT, 3.5 M (11.5 FT) WEST OF AND LEVEL
 HS5300'WITH THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5590 ***********************************************************************
 DX5590  DESIGNATION -  2252.45
 DX5590  PID         -  DX5590
 DX5590  STATE/COUNTY-  CA/RIVERSIDE
 DX5590  USGS QUAD   -  EL CASCO (1979)
 DX5590
 DX5590                         *CURRENT SURVEY CONTROL
 DX5590  ___________________________________________________________________
 DX5590* NAD 83(1986)-  33 56 41.     (N)    117 02 54.     (W)     SCALED    
 DX5590* NAVD 88     -       687.364  (meters)    2255.13   (feet)  ADJUSTED  
 DX5590  ___________________________________________________________________
 DX5590  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DX5590  DYNAMIC HT  -         686.531 (meters)    2252.39  (feet)  COMP
 DX5590  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 DX5590
 DX5590  VERT ORDER  -  FIRST     CLASS II
 DX5590
 DX5590.The horizontal coordinates were scaled from a topographic map and have
 DX5590.an estimated accuracy of +/- 6 seconds.
 DX5590
 DX5590.The orthometric height was determined by differential leveling
 DX5590.and adjusted in May 1994.
 DX5590
 DX5590.The geoid height was determined by GEOID03.
 DX5590
 DX5590.The dynamic height is computed by dividing the NAVD 88
 DX5590.geopotential number by the normal gravity value computed on the
 DX5590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5590.degrees latitude (g = 980.6199 gals.).
 DX5590
 DX5590.The modeled gravity was interpolated from observed gravity values.
 DX5590
 DX5590;                    North         East    Units  Estimated Accuracy
 DX5590;SPC CA 6     -   697,480.    1,926,200.      MT  (+/- 180 meters Scaled)
 DX5590
 DX5590                          SUPERSEDED SURVEY CONTROL
 DX5590
 DX5590.No superseded survey control is available for this station.
 DX5590
 DX5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT955560(NAD 83)
 DX5590_MARKER: DD = SURVEY DISK
 DX5590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5590_SP_SET: CONCRETE POST
 DX5590_STAMPING: EL. 2252.45
 DX5590_MARK LOGO: NONE  
 DX5590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5590+STABILITY: SURFACE MOTION
 DX5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5590+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1993
 DX5590
 DX5590  HISTORY     - Date     Condition        Report By
 DX5590  HISTORY     - UNK      MONUMENTED       RBNF
 DX5590  HISTORY     - 19930405 GOOD             MWDSC
 DX5590
 DX5590                          STATION DESCRIPTION
 DX5590
 DX5590'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX5590'BEAUMONT, 1.4 MILES (2.3 KM) WEST OF, AT THE INTERSECTION OF
 DX5590'INTERSTATE 10 AND SAN TIMOTEO CANYON RD, 2.45 MILES (3.94 KM)
 DX5590'WESTERLY ALONG SAN TIMOTEO CANYON RD TO 4 CORNERS PIPELINE COMPANY
 DX5590'(BEAUMONT STATION) INSIDE 4 CORNERS PROPERTY, 29 FEET (8.8 M) WEST OF
 DX5590'WEST ENTRANCE GATE POST AND 8 FEET (2.4 M) SOUTH OF 6 FOOT (1.8 M)
 DX5590'HIGH CHAIN LINK, IN A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0952 ***********************************************************************
 GS0952  DESIGNATION -  2253 B 80
 GS0952  PID         -  GS0952
 GS0952  STATE/COUNTY-  CA/INYO
 GS0952  USGS QUAD   -  CHLORIDE CITY (1988)
 GS0952
 GS0952                         *CURRENT SURVEY CONTROL
 GS0952  ___________________________________________________________________
 GS0952* NAD 83(2007)-  36 43 24.71704(N)    116 58 39.23135(W)     NO CHECK  
 GS0952* NAVD 88     -       690.3    (meters)    2265.     (feet)  GPS OBS   
 GS0952  ___________________________________________________________________
 GS0952  EPOCH DATE  -        2007.00
 GS0952  X           -  -2,322,158.989 (meters)                     COMP
 GS0952  Y           -  -4,561,908.823 (meters)                     COMP
 GS0952  Z           -   3,793,241.779 (meters)                     COMP
 GS0952  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 GS0952  ELLIP HEIGHT-         662.262 (meters)          (02/10/07) NO CHECK
 GS0952  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 GS0952
 GS0952  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GS0952  Type    PID    Designation                      North   East  Ellip
 GS0952  -------------------------------------------------------------------
 GS0952  NETWORK GS0952 2253 B 80                         4.08  11.51  24.40
 GS0952  -------------------------------------------------------------------
 GS0952
 GS0952.The horizontal coordinates were established by GPS observations
 GS0952.and adjusted by the National Geodetic Survey in February 2007.
 GS0952
 GS0952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GS0952.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GS0952.No horizontal observational check was made to the station.
 GS0952.The horizontal coordinates are valid at the epoch date displayed above.
 GS0952.The epoch date for horizontal control is a decimal equivalence
 GS0952.of Year/Month/Day.
 GS0952
 GS0952.The orthometric height was determined by GPS observations and a
 GS0952.high-resolution geoid model.
 GS0952
 GS0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GS0952
 GS0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0952
 GS0952.The ellipsoidal height was determined by GPS observations
 GS0952.and is referenced to NAD 83.
 GS0952
 GS0952.The geoid height was determined by GEOID03.
 GS0952
 GS0952;                    North         East     Units Scale Factor Converg.
 GS0952;SPC CA 4     -   656,160.930 2,180,646.259   MT  0.99994221   +1 12 23.6
 GS0952;SPC CA 4     - 2,152,754.65  7,154,336.93   sFT  0.99994221   +1 12 23.6
 GS0952;SPC NV C     - 6,218,994.806   472,229.354   MT  0.99990950   -0 11 09.3
 GS0952;SPC NV C     -20,403,485.46  1,549,305.81   sFT  0.99990950   -0 11 09.3
 GS0952;UTM  11      - 4,064,203.883   502,003.448   MT  0.99960005   +0 00 48.3
 GS0952
 GS0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0952!SPC CA 4     -   0.99989608  x   0.99994221  =   0.99983829
 GS0952!SPC NV C     -   0.99989608  x   0.99990950  =   0.99980559
 GS0952!UTM  11      -   0.99989608  x   0.99960005  =   0.99949617
 GS0952
 GS0952                          SUPERSEDED SURVEY CONTROL
 GS0952
 GS0952  NAD 83(1986)-  36 43 24.70624(N)    116 58 39.23092(W) AD(1984.00) 1
 GS0952  NAD 83(1992)-  36 43 24.71463(N)    116 58 39.22866(W) AD(1991.35) B
 GS0952  ELLIP H (05/15/92)  662.256  (m)                       GP(1991.35) 4 2
 GS0952
 GS0952.Superseded values are not recommended for survey control.
 GS0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0952.See file dsdata.txt to determine how the superseded data were derived.
 GS0952
 GS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA0200364204(NAD 83)
 GS0952_MARKER: DB = BENCH MARK DISK
 GS0952_SETTING: 80 = SET IN A BOULDER
 GS0952_SP_SET: IN DRILL HOLE IN A BOULDER
 GS0952_STAMPING: 2253 B 80 1907
 GS0952_MARK LOGO: USGS  
 GS0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 GS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GS0952+STABILITY: SURFACE MOTION
 GS0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GS0952+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 GS0952
 GS0952  HISTORY     - Date     Condition        Report By
 GS0952  HISTORY     - UNK      MONUMENTED
 GS0952  HISTORY     - 19910606 GOOD             NGS
 GS0952  HISTORY     - 20010205 GOOD             CADT
 GS0952  HISTORY     - 20031028 GOOD             CADT
 GS0952  HISTORY     - 20051202 GOOD             CADT
 GS0952  HISTORY     - 20070626 GOOD             CADT
 GS0952
 GS0952                          STATION DESCRIPTION
 GS0952
 GS0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 GS0952'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) NORTHEAST OF STOVEPIPE
 GS0952'WELLS IN DEATH VALLEY NATIONAL MONUMENT.
 GS0952'TO REACH THE STATION FROM THE GENERAL STORE AT STOVEPIPE WELLS GO
 GS0952'EASTERLY ON STATE HIGHWAY 190 FOR 7.2 MI (11.6 KM) TO THE JUNCTION TO
 GS0952'SCOTTYS CASTLE.  TURN LEFT AND GO NORTHERLY ON SCOTTYS CASTLE ROAD
 GS0952'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF ROAD LEADING TO BEATTY NV.
 GS0952'TURN RIGHT AND GO EASTERLY ON ROAD TO BEATTY FOR 6.7 MI (10.8 KM) TO
 GS0952'THE HELLS GATE INFORMATION PULLOUT ON THE LEFT AND THE ROAD LEADING
 GS0952'TO FURNACE CREEK AND THE STATION ON THE RIGHT AT THE WEST END OF A
 GS0952'MOUND.
 GS0952'THE STATION IS A STANDARD USGS ALUMINUM DISC SET IN A DRILL HOLE IN A
 GS0952'BOULDER AT THE BASE OF A SMALL REDDISH MOUND.  LOCATED 132 FT
 GS0952'(40.2 M) SOUTHEAST OF JUNCTION OF ROADS LEADING EAST TO BEATTY, WEST
 GS0952'TO STOVEPIPE WELLS AND SOUTH TO FURNACE CREEK.
 GS0952'SINCE THIS STATION IS LOCATED IN DEATH VALLEY NATIONAL MONUMENT THERE
 GS0952'WILL BE NO DRIVING OFF OF THE ROAD.
 GS0952
 GS0952                          STATION RECOVERY (2001)
 GS0952
 GS0952'RECOVERY NOTE BY CALTRANS 2001 (RLC)
 GS0952'RECOVERED IN GOOD CONDITION.
 GS0952
 GS0952                          STATION RECOVERY (2003)
 GS0952
 GS0952'RECOVERY NOTE BY CALTRANS 2003 (DH)
 GS0952'RECOVERED IN GOOD CONDITION.
 GS0952
 GS0952                          STATION RECOVERY (2005)
 GS0952
 GS0952'RECOVERY NOTE BY CALTRANS 2005 (BLJ)
 GS0952'RECOVERED IN GOOD CONDITION.
 GS0952
 GS0952                          STATION RECOVERY (2007)
 GS0952
 GS0952'RECOVERY NOTE BY CALTRANS 2007 (KM)
 GS0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5431 ***********************************************************************
 DX5431  DESIGNATION -  226.69
 DX5431  PID         -  DX5431
 DX5431  STATE/COUNTY-  CA/RIVERSIDE
 DX5431  USGS QUAD   -  PERRIS (1993)
 DX5431
 DX5431                         *CURRENT SURVEY CONTROL
 DX5431  ___________________________________________________________________
 DX5431* NAD 83(1986)-  33 49 56.     (N)    117 07 41.     (W)     SCALED    
 DX5431* NAVD 88     -       443.850  (meters)    1456.20   (feet)  ADJUSTED  
 DX5431  ___________________________________________________________________
 DX5431  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DX5431  DYNAMIC HT  -         443.345 (meters)    1454.54  (feet)  COMP
 DX5431  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 DX5431
 DX5431  VERT ORDER  -  FIRST     CLASS II
 DX5431
 DX5431.The horizontal coordinates were scaled from a topographic map and have
 DX5431.an estimated accuracy of +/- 6 seconds.
 DX5431
 DX5431.The orthometric height was determined by differential leveling
 DX5431.and adjusted in January 1993.
 DX5431
 DX5431.The geoid height was determined by GEOID03.
 DX5431
 DX5431.The dynamic height is computed by dividing the NAVD 88
 DX5431.geopotential number by the normal gravity value computed on the
 DX5431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5431.degrees latitude (g = 980.6199 gals.).
 DX5431
 DX5431.The modeled gravity was interpolated from observed gravity values.
 DX5431
 DX5431;                    North         East    Units  Estimated Accuracy
 DX5431;SPC CA 6     -   685,060.    1,918,720.      MT  (+/- 180 meters Scaled)
 DX5431
 DX5431                          SUPERSEDED SURVEY CONTROL
 DX5431
 DX5431.No superseded survey control is available for this station.
 DX5431
 DX5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT881435(NAD 83)
 DX5431_MARKER: DD = SURVEY DISK
 DX5431_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5431_SP_SET: IN TOP OF MANHOLE
 DX5431_STAMPING: 226.69
 DX5431_MARK LOGO: NONE  
 DX5431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5431+STABILITY: SURFACE MOTION
 DX5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5431+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5431
 DX5431  HISTORY     - Date     Condition        Report By
 DX5431  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5431
 DX5431                          STATION DESCRIPTION
 DX5431
 DX5431'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5431'O.9 MILES WEST OF LAKEVIEW, 0.9 MILES (1.4 KM) SOUTHEAST OF LAKEVIEW
 DX5431'HOT SPRINGS, 400 FEET (121.9 M) SOUTHWEST OF INTERSECTION OF NINTH
 DX5431'STREET AND RESERVOIR AVE., 5 FEET (1.5 M) EAST OF 8 FEET (2.4 M)
 DX5431'CHAINLINK BOUNDARY FENCE OF MOUNT SHADOWS MIDDLE SCHOOL, FOUND 1 3/8
 DX5431'INCH BRASS DISK SET FLUSH IN TOP OF NORTHWEST SIDE OF 5 FEET (1.5 M)
 DX5431'BY 5 FEET (1.5 M) MANHOLE, 2.5 FEET (0.8 M) ABOVE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0262 ***********************************************************************
 EV0262  DESIGNATION -  2260 25 LC
 EV0262  PID         -  EV0262
 EV0262  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0262  USGS QUAD   -  TWELVE GAUGE LAKE (1973)
 EV0262
 EV0262                         *CURRENT SURVEY CONTROL
 EV0262  ___________________________________________________________________
 EV0262* NAD 83(1986)-  34 56 32.     (N)    117 19 53.     (W)     SCALED    
 EV0262* NAVD 88     -       689.695  (meters)    2262.77   (feet)  ADJUSTED  
 EV0262  ___________________________________________________________________
 EV0262  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV0262  DYNAMIC HT  -         688.914 (meters)    2260.21  (feet)  COMP
 EV0262  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 EV0262  OBS GRAVITY -     979,477.9   (mgal)                       GRAV_OBS
 EV0262
 EV0262  VERT ORDER  -  FIRST     CLASS I
 EV0262
 EV0262.The horizontal coordinates were scaled from a topographic map and have
 EV0262.an estimated accuracy of +/- 6 seconds.
 EV0262
 EV0262.The orthometric height was determined by differential leveling
 EV0262.and adjusted in June 1991.
 EV0262
 EV0262.The geoid height was determined by GEOID03.
 EV0262
 EV0262.The dynamic height is computed by dividing the NAVD 88
 EV0262.geopotential number by the normal gravity value computed on the
 EV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0262.degrees latitude (g = 980.6199 gals.).
 EV0262
 EV0262.The modeled gravity was interpolated from observed gravity values.
 EV0262.The observed gravity was obtained from relative gravimeter ties
 EV0262.to the IGSN71 gravity network.
 EV0262
 EV0262;                    North         East    Units  Estimated Accuracy
 EV0262;SPC CA 5     -   660,180.    2,061,070.      MT  (+/- 180 meters Scaled)
 EV0262
 EV0262                          SUPERSEDED SURVEY CONTROL
 EV0262
 EV0262  NGVD 29 (??/??/92)  688.919  (m)         2260.23   (f) ADJ UNCH    1 1
 EV0262
 EV0262.Superseded values are not recommended for survey control.
 EV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0262.See file dsdata.txt to determine how the superseded data were derived.
 EV0262
 EV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU697666(NAD 83)
 EV0262_MARKER: DD = SURVEY DISK
 EV0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0262_STAMPING: 2260 25 LC 1953
 EV0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0262+STABILITY: SURFACE MOTION
 EV0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV0262+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 EV0262
 EV0262  HISTORY     - Date     Condition        Report By
 EV0262  HISTORY     - 1953     MONUMENTED       USGS
 EV0262  HISTORY     - 1974     GOOD             NGS
 EV0262  HISTORY     - 1977     GOOD             NGS
 EV0262  HISTORY     - 20041104 GOOD             GEOCAC
 EV0262
 EV0262                          STATION DESCRIPTION
 EV0262
 EV0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV0262'19.4 MI SE FROM BORON.
 EV0262'19.35 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0262'RAILWAY FROM THE STATION AT BORON, 18.3 MILES WEST OF BARSTOW,
 EV0262'0.05 MILE WEST OF THE CROSSING OF HARPER LAKE ROAD, 44.9 FEET
 EV0262'SOUTH OF THE SOUTH RAIL, 3.1 FEET SOUTH OF THE SECOND POLE WEST
 EV0262'OF THE ROAD CROSSING, 1.8 FEET WEST OF A WITNESS POST, ABOUT 1 1/2
 EV0262'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 EV0262'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 19, T10N, R 4W
 EV0262
 EV0262                          STATION RECOVERY (1977)
 EV0262
 EV0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0262'OMIT-18.35 MILES WEST OF BARSTOW. ADD-18.05 MILES NORTHWEST OF
 EV0262'BARSTOW.
 EV0262
 EV0262                          STATION RECOVERY (2004)
 EV0262
 EV0262'RECOVERY NOTE BY GEOCACHING 2004 (J)
 EV0262'DELETE '3.1 FEET SOUTH OF THE SECOND POLE WEST OF THE ROAD CROSSING'
 EV0262'FROM THE 1974 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1975 ***********************************************************************
 DY1975  DESIGNATION -  227
 DY1975  PID         -  DY1975
 DY1975  STATE/COUNTY-  CA/LOS ANGELES
 DY1975  USGS QUAD   -  TORRANCE (1981)
 DY1975
 DY1975                         *CURRENT SURVEY CONTROL
 DY1975  ___________________________________________________________________
 DY1975* NAD 83(1986)-  33 51 14.     (N)    118 15 59.     (W)     SCALED    
 DY1975* NAVD 88     -         5.313  (meters)      17.43   (feet)  ADJUSTED  
 DY1975  ___________________________________________________________________
 DY1975  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1975  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 DY1975  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DY1975  OBS GRAVITY -     979,588.2   (mgal)                       GRAV_OBS
 DY1975
 DY1975  VERT ORDER  -  FIRST     CLASS I
 DY1975
 DY1975.The horizontal coordinates were scaled from a topographic map and have
 DY1975.an estimated accuracy of +/- 6 seconds.
 DY1975
 DY1975.The orthometric height was determined by differential leveling
 DY1975.and adjusted in June 1995.
 DY1975
 DY1975.The geoid height was determined by GEOID03.
 DY1975
 DY1975.The dynamic height is computed by dividing the NAVD 88
 DY1975.geopotential number by the normal gravity value computed on the
 DY1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1975.degrees latitude (g = 980.6199 gals.).
 DY1975
 DY1975.The modeled gravity was interpolated from observed gravity values.
 DY1975.The observed gravity was obtained from relative gravimeter ties
 DY1975.to the IGSN71 gravity network.
 DY1975
 DY1975;                    North         East    Units  Estimated Accuracy
 DY1975;SPC CA 5     -   539,290.    1,975,350.      MT  (+/- 180 meters Scaled)
 DY1975
 DY1975                          SUPERSEDED SURVEY CONTROL
 DY1975
 DY1975  NAVD 88 (06/15/91)    5.318  (m)           17.45   (f) UNKNOWN     1 1
 DY1975
 DY1975.Superseded values are not recommended for survey control.
 DY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1975.See file dsdata.txt to determine how the superseded data were derived.
 DY1975
 DY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828466(NAD 83)
 DY1975_MARKER: Z = SEE DESCRIPTION
 DY1975_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DY1975_SP_SET: TOWER FOOTING
 DY1975_MARK LOGO: NONE  
 DY1975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1975+STABILITY: SURFACE MOTION
 DY1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1975+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1995
 DY1975
 DY1975  HISTORY     - Date     Condition        Report By
 DY1975  HISTORY     - 1968     MONUMENTED       CA1980
 DY1975  HISTORY     - 1968     GOOD             CA1980
 DY1975  HISTORY     - 1976     GOOD             NGS
 DY1975  HISTORY     - 1978     GOOD             NGS
 DY1975  HISTORY     - 19890531 GOOD             NGS
 DY1975  HISTORY     - 19940722 GOOD             NGS
 DY1975  HISTORY     - 19950511 GOOD             MWDSC
 DY1975
 DY1975                          STATION DESCRIPTION
 DY1975
 DY1975'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1975'IN CARSON.
 DY1975'SPIKE IN LEAD, IN THE TOP OF THE CONCRETE FOOTING FOR THE
 DY1975'SOUTHWEST LEG OF POWER TRANSMISSION TOWER 1350, IN THE LOS ANGELES
 DY1975'DEPARTMENT OF WATER AND POWER RIGHT OF WAY AT THE CENTER OF AVALON
 DY1975'BOULEVARD, 1.7 MILES NORTHERLY FROM CARSON STREET, 0.8 OF A MILE
 DY1975'SOUTHERLY FROM VICTORIA STREET.  (DESIGNATED AS BENCH MARK 227
 DY1975'BY L.A.CO. ROAD DEPARTMENT.)
 DY1975
 DY1975                          STATION RECOVERY (1976)
 DY1975
 DY1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1975'AT LOS ANGELES, A SPIKE IN LEAD IN CONCRETE BASE OF SOUTHWEST LEG OF
 DY1975'POWER TRANSMISSION TOWER 1350, 11 FT WEST OF THE CENTER STRIP OF THE
 DY1975'CENTER OF AVALON BOULEVARD, 0.1 MILE NORTH OF THE JUNCTION OF AVALON
 DY1975'BOULEVARD AND ELSMERE DRIVE EAST
 DY1975
 DY1975                          STATION RECOVERY (1978)
 DY1975
 DY1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1975'RECOVERED IN GOOD CONDITION.
 DY1975
 DY1975                          STATION RECOVERY (1989)
 DY1975
 DY1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1975'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD 0.2 M
 DY1975'(0.7 FT) ABOVE THE BOULEVARD SURFACE.
 DY1975
 DY1975                          STATION RECOVERY (1994)
 DY1975
 DY1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1975'IN CARSON, AT THE INTERSECTION OF ELSMERE DRIVE AND AVALON BOULEVARD,
 DY1975'A SPIKE IN THE CONCRETE FOOTING OF THE SOUTHWEST LEG OF HIGH LINE
 DY1975'TOWER NUMBER 1350, 109.9 M (360.6 FT) NORTH OF THE CENTERLINE OF THE
 DY1975'DRIVE, 7.8 M (25.6 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF
 DY1975'THE BOULEVARD, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND
 DY1975'0.1 M (0.3 FT) SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER.
 DY1975
 DY1975                          STATION RECOVERY (1995)
 DY1975
 DY1975'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1975'RECOVERED AS DESCRIBED.  REF MWD FB 2021 01 008,TB 764/E3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1188 ***********************************************************************
 GT1188  DESIGNATION -  227
 GT1188  PID         -  GT1188
 GT1188  STATE/COUNTY-  CA/FRESNO
 GT1188  USGS QUAD   -  RIVERDALE (1954)
 GT1188
 GT1188                         *CURRENT SURVEY CONTROL
 GT1188  ___________________________________________________________________
 GT1188* NAD 83(1986)-  36 29 22.     (N)    119 51 50.     (W)     SCALED    
 GT1188* NAVD 88     -        69.71   (+/-2cm)     228.7    (feet)  VERTCON   
 GT1188  ___________________________________________________________________
 GT1188  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 GT1188  VERT ORDER  -  THIRD (See Below)
 GT1188
 GT1188.The horizontal coordinates were scaled from a topographic map and have
 GT1188.an estimated accuracy of +/- 6 seconds.
 GT1188
 GT1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1188.The vertical order pertains to the NGVD 29 superseded value.
 GT1188
 GT1188.The geoid height was determined by GEOID03.
 GT1188
 GT1188;                    North         East    Units  Estimated Accuracy
 GT1188;SPC CA 4     -   628,630.    1,922,600.      MT  (+/- 180 meters Scaled)
 GT1188
 GT1188                          SUPERSEDED SURVEY CONTROL
 GT1188
 GT1188  NGVD 29 (??/??/??)   68.88   (m)          226.0    (f) RESET       3  
 GT1188
 GT1188.Superseded values are not recommended for survey control.
 GT1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1188.See file dsdata.txt to determine how the superseded data were derived.
 GT1188
 GT1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA434420(NAD 83)
 GT1188_MARKER: P = PIPE CAP
 GT1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1188_STAMPING: PRIM TRAV STA NO 7 227 RS1 1923 227 1921
 GT1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1188
 GT1188  HISTORY     - Date     Condition        Report By
 GT1188  HISTORY     - 1921     MONUMENTED       USGS
 GT1188  HISTORY     - 1959     GOOD             NGS
 GT1188  HISTORY     - 1972     GOOD             NGS
 GT1188
 GT1188                          STATION DESCRIPTION
 GT1188
 GT1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1188'6.8 MI E FROM BURREL.
 GT1188'6.85 MILES EAST ALONG ELKHORN AVENUE FROM THE POST OFFICE AT
 GT1188'BURREL, 1.0 MILE WEST OF BENCH MARK U 669, 47 FEET NORTHWEST
 GT1188'OF THE CENTER OF THE INTERSECTION OF BRAWLEY AVENUE NORTH,
 GT1188'28 1/2 FEET NORTH OF THE CENTER LINE OF ELKHORN AVENUE, 40 FEET
 GT1188'WEST OF THE CENTER LINE OF BRAWLEY AVENUE, 36 FEET EAST OF A
 GT1188'TELEPHONE POLE, 17 FEET SOUTHWEST OF A POWER POLE, 0.7 FOOT
 GT1188'SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE AVENUES,
 GT1188'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5
 GT1188'FOOT ABOVE THE GROUND.
 GT1188
 GT1188                          STATION RECOVERY (1972)
 GT1188
 GT1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4237 ***********************************************************************
 GU4237  DESIGNATION -  227 RESET
 GU4237  PID         -  GU4237
 GU4237  STATE/COUNTY-  CA/SANTA CRUZ
 GU4237  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4237
 GU4237                         *CURRENT SURVEY CONTROL
 GU4237  ___________________________________________________________________
 GU4237* NAD 83(1986)-  36 56 32.     (N)    121 51 27.     (W)     SCALED    
 GU4237* NAVD 88     -        52.460  (meters)     172.11   (feet)  ADJUSTED  
 GU4237  ___________________________________________________________________
 GU4237  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GU4237  DYNAMIC HT  -          52.421 (meters)     171.98  (feet)  COMP
 GU4237  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 GU4237
 GU4237  VERT ORDER  -  FIRST     CLASS II
 GU4237
 GU4237.The horizontal coordinates were scaled from a topographic map and have
 GU4237.an estimated accuracy of +/- 6 seconds.
 GU4237
 GU4237.The orthometric height was determined by differential leveling
 GU4237.and adjusted in February 1993.
 GU4237
 GU4237.The geoid height was determined by GEOID03.
 GU4237
 GU4237.The dynamic height is computed by dividing the NAVD 88
 GU4237.geopotential number by the normal gravity value computed on the
 GU4237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4237.degrees latitude (g = 980.6199 gals.).
 GU4237
 GU4237.The modeled gravity was interpolated from observed gravity values.
 GU4237
 GU4237;                    North         East    Units  Estimated Accuracy
 GU4237;SPC CA 3     -   549,960.    1,879,080.      MT  (+/- 180 meters Scaled)
 GU4237
 GU4237                          SUPERSEDED SURVEY CONTROL
 GU4237
 GU4237  NGVD 29 (10/21/93)   51.629  (m)          169.39   (f) ADJUSTED    1 2
 GU4237
 GU4237.Superseded values are not recommended for survey control.
 GU4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4237.See file dsdata.txt to determine how the superseded data were derived.
 GU4237
 GU4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF017890(NAD 83)
 GU4237_MARKER: DD = SURVEY DISK
 GU4237_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU4237_SP_SET: DRIVEWAY
 GU4237_MARK LOGO: CA-087
 GU4237_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4237+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GU4237
 GU4237  HISTORY     - Date     Condition        Report By
 GU4237  HISTORY     - UNK      MONUMENTED       CA-087
 GU4237  HISTORY     - 19900418 GOOD             NGS
 GU4237
 GU4237                          STATION DESCRIPTION
 GU4237
 GU4237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4237'IN LA SELVA BEACH, AT 209 ALTA DRIVE, SET IN THE NORTHWEST CORNER OF A
 GU4237'CONCRETE DRIVEWAY, 7.4 M (24.3 FT) SOUTH OF THE CENTER OF THE DRIVE,
 GU4237'6.0 M (19.7 FT) NORTH OF THE NORTHWEST CORNER OF A GARAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0818 ***********************************************************************
 LU0818  DESIGNATION -  2279 USGS
 LU0818  PID         -  LU0818
 LU0818  STATE/COUNTY-  CA/TRINITY
 LU0818  USGS QUAD   -  COVINGTON MILL (1982)
 LU0818
 LU0818                         *CURRENT SURVEY CONTROL
 LU0818  ___________________________________________________________________
 LU0818* NAD 83(1986)-  40 52 51.     (N)    122 46 01.     (W)     SCALED    
 LU0818* NAVD 88     -       695.387  (meters)    2281.45   (feet)  ADJUSTED  
 LU0818  ___________________________________________________________________
 LU0818  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 LU0818  DYNAMIC HT  -         694.975 (meters)    2280.10  (feet)  COMP
 LU0818  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 LU0818
 LU0818  VERT ORDER  -  SECOND    CLASS 0
 LU0818
 LU0818.The horizontal coordinates were scaled from a topographic map and have
 LU0818.an estimated accuracy of +/- 6 seconds.
 LU0818
 LU0818.The orthometric height was determined by differential leveling
 LU0818.and adjusted in June 1991.
 LU0818
 LU0818.The geoid height was determined by GEOID03.
 LU0818
 LU0818.The dynamic height is computed by dividing the NAVD 88
 LU0818.geopotential number by the normal gravity value computed on the
 LU0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0818.degrees latitude (g = 980.6199 gals.).
 LU0818
 LU0818.The modeled gravity was interpolated from observed gravity values.
 LU0818
 LU0818;                    North         East    Units  Estimated Accuracy
 LU0818;SPC CA 1     -   672,110.    1,935,370.      MT  (+/- 180 meters Scaled)
 LU0818
 LU0818                          SUPERSEDED SURVEY CONTROL
 LU0818
 LU0818  NGVD 29 (??/??/92)  694.473  (m)         2278.45   (f) ADJ UNCH    2 0
 LU0818
 LU0818.Superseded values are not recommended for survey control.
 LU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0818.See file dsdata.txt to determine how the superseded data were derived.
 LU0818
 LU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL196255(NAD 83)
 LU0818_MARKER: N = NAIL
 LU0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0818_SP_SET: TREE
 LU0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0818
 LU0818  HISTORY     - Date     Condition        Report By
 LU0818  HISTORY     - UNK      MONUMENTED       USGS
 LU0818  HISTORY     - 1935     GOOD             NGS
 LU0818  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 LU0818
 LU0818                          STATION DESCRIPTION
 LU0818
 LU0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0818'4.6 MI N FROM MINERSVILLE.
 LU0818'4.6 MILES NORTH ALONG THE WEAVERVILLE-CALLAHAN ROAD FROM
 LU0818'MINERSVILLE, TRINITY COUNTY, DIRECTLY ACROSS THE ROAD FROM THE
 LU0818'H. MC HENRY MAILBOX IN 1940, 8 PACES WEST OF THE ROAD, IN THE
 LU0818'NOTCH OF A TREE, AND 8 INCHES ABOVE THE GROUND.  A UNITED STATES
 LU0818'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 LU0818
 LU0818                          STATION RECOVERY (2006)
 LU0818
 LU0818'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 LU0818'VISITED THE EXACT GIVEN COORDINATES. WATER SURROUNDED THE GIVEN
 LU0818'COORDINATES WITH 100 FEET IN ALL DIRECTIONS. THE WATER LEVEL THIS DAY
 LU0818'WAS 2347 FEET ALTITUDE PUTTING THIS MARK APPROXIMATELY 66 FEET UNDER
 LU0818'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0528 ***********************************************************************
 KT0528  DESIGNATION -  228 USGS
 KT0528  PID         -  KT0528
 KT0528  STATE/COUNTY-  CA/COLUSA
 KT0528  USGS QUAD   -  SITES (1973)
 KT0528
 KT0528                         *CURRENT SURVEY CONTROL
 KT0528  ___________________________________________________________________
 KT0528* NAD 83(1986)-  39 18 04.     (N)    122 19 06.     (W)     SCALED    
 KT0528* NAVD 88     -        70.23   (+/-2cm)     230.4    (feet)  VERTCON   
 KT0528  ___________________________________________________________________
 KT0528  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 KT0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0528
 KT0528.The horizontal coordinates were scaled from a topographic map and have
 KT0528.an estimated accuracy of +/- 6 seconds.
 KT0528
 KT0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0528.The vertical order pertains to the NGVD 29 superseded value.
 KT0528
 KT0528.The geoid height was determined by GEOID03.
 KT0528
 KT0528;                    North         East    Units  Estimated Accuracy
 KT0528;SPC CA 2     -   681,480.    1,972,540.      MT  (+/- 180 meters Scaled)
 KT0528
 KT0528                          SUPERSEDED SURVEY CONTROL
 KT0528
 KT0528  NGVD 29 (??/??/92)   69.450  (m)          227.85   (f) ADJ UNCH    2 0
 KT0528
 KT0528.Superseded values are not recommended for survey control.
 KT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0528.See file dsdata.txt to determine how the superseded data were derived.
 KT0528
 KT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ587504(NAD 83)
 KT0528_MARKER: Q = CHISELED SQUARE
 KT0528_SETTING: 66 = SET IN ROCK OUTCROP
 KT0528_SP_SET: ROCK OUTCROP
 KT0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0528+STABILITY: POSITION/ELEVATION WELL
 KT0528
 KT0528  HISTORY     - Date     Condition        Report By
 KT0528  HISTORY     - UNK      MONUMENTED       USGS
 KT0528  HISTORY     - 1935     GOOD             NGS
 KT0528
 KT0528                          STATION DESCRIPTION
 KT0528
 KT0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0528'7.3 MI W FROM MAXWELL.
 KT0528'7.3 MILES WEST ALONG THE LEESVILLE ROAD FROM MAXWELL, COLUSA
 KT0528'COUNTY, 1.5 MILES SOUTHEAST OF THE ROAD JUNCTION AT SITES,
 KT0528'AT THE FOOT OF A HILL, AT AN ANGLE IN THE ROAD, ON THE NORTH
 KT0528'EDGE OF THE ROAD, AT THE POINT OF A ROCK OUTCROP, AND ON A
 KT0528'ROCK LEDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1720 ***********************************************************************
 EW1720  DESIGNATION -  228.775 C OF LA
 EW1720  PID         -  EW1720
 EW1720  STATE/COUNTY-  CA/LOS ANGELES
 EW1720  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1720
 EW1720                         *CURRENT SURVEY CONTROL
 EW1720  ___________________________________________________________________
 EW1720* NAD 83(1986)-  34 04 01.     (N)    118 23 56.     (W)     SCALED    
 EW1720* NAVD 88     -        70.49   (+/-2cm)     231.3    (feet)  VERTCON   
 EW1720  ___________________________________________________________________
 EW1720  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1720  VERT ORDER  -  THIRD (See Below)
 EW1720
 EW1720.The horizontal coordinates were scaled from a topographic map and have
 EW1720.an estimated accuracy of +/- 6 seconds.
 EW1720
 EW1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1720.The vertical order pertains to the NGVD 29 superseded value.
 EW1720
 EW1720.The geoid height was determined by GEOID03.
 EW1720
 EW1720;                    North         East    Units  Estimated Accuracy
 EW1720;SPC CA 5     -   562,960.    1,963,180.      MT  (+/- 180 meters Scaled)
 EW1720
 EW1720                          SUPERSEDED SURVEY CONTROL
 EW1720
 EW1720  NGVD 29 (??/??/??)   69.72   (m)          228.7    (f) RESET       3  
 EW1720
 EW1720.Superseded values are not recommended for survey control.
 EW1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1720.See file dsdata.txt to determine how the superseded data were derived.
 EW1720
 EW1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT709704(NAD 83)
 EW1720_MARKER: DD = SURVEY DISK
 EW1720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1720_SP_SET: CATCH BASIN
 EW1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1720
 EW1720  HISTORY     - Date     Condition        Report By
 EW1720  HISTORY     - UNK      MONUMENTED       CA1980
 EW1720  HISTORY     - 1945     GOOD             NGS
 EW1720
 EW1720                          STATION DESCRIPTION
 EW1720
 EW1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1720'AT BEVERLY HILLS.
 EW1720'AT BEVERLY HILLS AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1720'BEVERLY DRIVE.  LOCATED IN THE NORTHWEST CORNER OF A CATCH BASIN,
 EW1720'3.4 FEET NORTH OF WILSHIRE BOULEVARD AND 36.4 FEET SOUTHWEST OF
 EW1720'SOUTHWEST CURBLINE OF BEVERLY DRIVE.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2384 ***********************************************************************
 EV2384  DESIGNATION -  2280.80
 EV2384  PID         -  EV2384
 EV2384  STATE/COUNTY-  CA/KERN
 EV2384  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2384
 EV2384                         *CURRENT SURVEY CONTROL
 EV2384  ___________________________________________________________________
 EV2384* NAD 83(1986)-  34 54 00.     (N)    117 52 17.     (W)     SCALED    
 EV2384* NAVD 88     -       696.02   (+/-2cm)    2283.5    (feet)  VERTCON   
 EV2384  ___________________________________________________________________
 EV2384  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EV2384  VERT ORDER  -  THIRD (See Below)
 EV2384
 EV2384.The horizontal coordinates were scaled from a topographic map and have
 EV2384.an estimated accuracy of +/- 6 seconds.
 EV2384
 EV2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2384.The vertical order pertains to the NGVD 29 superseded value.
 EV2384
 EV2384.The geoid height was determined by GEOID03.
 EV2384
 EV2384;                    North         East    Units  Estimated Accuracy
 EV2384;SPC CA 5     -   655,300.    2,011,750.      MT  (+/- 180 meters Scaled)
 EV2384
 EV2384                          SUPERSEDED SURVEY CONTROL
 EV2384
 EV2384  NGVD 29 (??/??/??)  695.22   (m)         2280.9    (f) RESET       3  
 EV2384
 EV2384.Superseded values are not recommended for survey control.
 EV2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2384.See file dsdata.txt to determine how the superseded data were derived.
 EV2384
 EV2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU203623(NAD 83)
 EV2384_MARKER: DB = BENCH MARK DISK
 EV2384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2384_SP_SET: STEP
 EV2384_STAMPING: 2280.80
 EV2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2384
 EV2384  HISTORY     - Date     Condition        Report By
 EV2384  HISTORY     - UNK      MONUMENTED       CGS
 EV2384  HISTORY     - 1973     GOOD             USGS
 EV2384  HISTORY     - 1973     GOOD             NGS
 EV2384
 EV2384                          STATION DESCRIPTION
 EV2384
 EV2384'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 EV2384'3.9 MI S FROM EDWARDS AFB.
 EV2384'3.9 MILES SOUTH ALONG LANCASTER BOULEVARD FROM THE INTERSECTION
 EV2384'OF MOJAVE BOULEVARD AT EDWARDS AIR FORCE BASE, THENCE 2.05
 EV2384'MILES TO A ROAD Y, THENCE LEFT ON MAIN ROAD 1.6 MILES, ABOUT 600
 EV2384'FEET SOUTH OF MAIN ROAD AT PUMP HOUSE 1 (A 6 FT BY 6 FT SHACK),
 EV2384'AT THE NORTH EDGE OF THE CONCRETE APRON BORDERING THE RUNWAY, IN
 EV2384'THE TOP OF THE CONCRETE STEP OF THE WEST ENTRANCE, 1.2 FEET
 EV2384'WEST OF THE WEST FACE OF THE PUMPHOUSE, 0.5 FOOT NORTH OF THE
 EV2384'SOUTH EDGE OF THE STEP, AND 0.2 FEET HIGHER THAN THE GROUND.
 EV2384
 EV2384                          STATION RECOVERY (1973)
 EV2384
 EV2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2391 ***********************************************************************
 EV2391  DESIGNATION -  2281 B 9
 EV2391  PID         -  EV2391
 EV2391  STATE/COUNTY-  CA/KERN
 EV2391  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2391
 EV2391                         *CURRENT SURVEY CONTROL
 EV2391  ___________________________________________________________________
 EV2391* NAD 83(1986)-  34 58 00.     (N)    117 45 56.     (W)     SCALED    
 EV2391* NAVD 88     -       695.984  (meters)    2283.41   (feet)  ADJUSTED  
 EV2391  ___________________________________________________________________
 EV2391  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2391  DYNAMIC HT  -         695.208 (meters)    2280.86  (feet)  COMP
 EV2391  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 EV2391
 EV2391  VERT ORDER  -  FIRST     CLASS I
 EV2391
 EV2391.The horizontal coordinates were scaled from a topographic map and have
 EV2391.an estimated accuracy of +/- 6 seconds.
 EV2391
 EV2391.The orthometric height was determined by differential leveling
 EV2391.and adjusted in June 1991.
 EV2391
 EV2391.The geoid height was determined by GEOID03.
 EV2391
 EV2391.The dynamic height is computed by dividing the NAVD 88
 EV2391.geopotential number by the normal gravity value computed on the
 EV2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2391.degrees latitude (g = 980.6199 gals.).
 EV2391
 EV2391.The modeled gravity was interpolated from observed gravity values.
 EV2391
 EV2391;                    North         East    Units  Estimated Accuracy
 EV2391;SPC CA 5     -   662,720.    2,021,410.      MT  (+/- 180 meters Scaled)
 EV2391
 EV2391                          SUPERSEDED SURVEY CONTROL
 EV2391
 EV2391  NGVD 29 (??/??/92)  695.189  (m)         2280.80   (f) ADJ UNCH    1 1
 EV2391
 EV2391.Superseded values are not recommended for survey control.
 EV2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2391.See file dsdata.txt to determine how the superseded data were derived.
 EV2391
 EV2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU301696(NAD 83)
 EV2391_MARKER: P = PIPE CAP
 EV2391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2391_STAMPING: 2281 B 9 1906
 EV2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2391
 EV2391  HISTORY     - Date     Condition        Report By
 EV2391  HISTORY     - 1906     MONUMENTED       USGS
 EV2391  HISTORY     - 1961     GOOD             NGS
 EV2391  HISTORY     - 1973     GOOD             NGS
 EV2391  HISTORY     - 1977     GOOD             NGS
 EV2391
 EV2391                          STATION DESCRIPTION
 EV2391
 EV2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2391'7 MI SW FROM BORON.
 EV2391'1.05 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV2391'FROM THE STATION AT BORON, THENCE 3.6 MILES SOUTHWEST ALONG
 EV2391'THE ATCHISON TOPEKA AND SANTA FE RAILWAY RICH SPUR, THENCE
 EV2391'2.35 MILES SOUTHWEST ALONG AN ABANDONED RAILROAD BED, 41 1/2
 EV2391'FEET SOUTHEAST OF THE CENTER OF THE RAILROAD BED, 1.2 FEET SOUTHEAST
 EV2391'OF A WITNESS POST, RIVETED TOP 3 1/2-INCH IRON PIPE WHICH PROJECTS
 EV2391'1.5 FEET ABOVE THE GROUND, AND ABOUT 3 FEET LOWER THAN THE
 EV2391'RAILROAD BED.
 EV2391
 EV2391                          STATION RECOVERY (1973)
 EV2391
 EV2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2391'RECOVERED IN GOOD CONDITION.
 EV2391
 EV2391                          STATION RECOVERY (1977)
 EV2391
 EV2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0056 ***********************************************************************
 DX0056  DESIGNATION -  2283
 DX0056  PID         -  DX0056
 DX0056  STATE/COUNTY-  CA/RIVERSIDE
 DX0056  USGS QUAD   -  SAGE (1954)
 DX0056
 DX0056                         *CURRENT SURVEY CONTROL
 DX0056  ___________________________________________________________________
 DX0056* NAD 83(1986)-  33 34 43.     (N)    116 55 49.     (W)     SCALED    
 DX0056* NAVD 88     -       696.98   (+/-2cm)    2286.7    (feet)  VERTCON   
 DX0056  ___________________________________________________________________
 DX0056  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DX0056  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0056
 DX0056.The horizontal coordinates were scaled from a topographic map and have
 DX0056.an estimated accuracy of +/- 6 seconds.
 DX0056
 DX0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0056.The vertical order pertains to the NGVD 29 superseded value.
 DX0056
 DX0056.The geoid height was determined by GEOID03.
 DX0056
 DX0056;                    North         East    Units  Estimated Accuracy
 DX0056;SPC CA 6     -   656,800.    1,936,850.      MT  (+/- 180 meters Scaled)
 DX0056
 DX0056                          SUPERSEDED SURVEY CONTROL
 DX0056
 DX0056  NGVD 29 (??/??/??)  696.216  (m)         2284.17   (f) ADJUSTED    1 2
 DX0056
 DX0056.Superseded values are not recommended for survey control.
 DX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0056.See file dsdata.txt to determine how the superseded data were derived.
 DX0056
 DX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT064154(NAD 83)
 DX0056_MARKER: P = PIPE CAP
 DX0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0056_STAMPING: 2283
 DX0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0056
 DX0056  HISTORY     - Date     Condition        Report By
 DX0056  HISTORY     - UNK      MONUMENTED       USGS
 DX0056  HISTORY     - 1959     GOOD             NGS
 DX0056
 DX0056                          STATION DESCRIPTION
 DX0056
 DX0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0056'AT SAGE.
 DX0056'ABOUT 1000 FEET SOUTH ALONG STATE HIGHWAY 79 FROM THE ROAD
 DX0056'JUNCTION AND SERVICE STATION, 12 FEET WEST OF A POWER POLE, 9
 DX0056'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A
 DX0056'FENCE, 10 FEET NORTH OF A CROSS FENCE AND AT THE BASE OF A WHITE
 DX0056'HIGHWAY-WARNING MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2299 ***********************************************************************
 EV2299  DESIGNATION -  2284.39
 EV2299  PID         -  EV2299
 EV2299  STATE/COUNTY-  CA/KERN
 EV2299  USGS QUAD   -  EDWARDS (1992)
 EV2299
 EV2299                         *CURRENT SURVEY CONTROL
 EV2299  ___________________________________________________________________
 EV2299* NAD 83(1986)-  34 53 58.     (N)    117 52 44.     (W)     SCALED    
 EV2299* NAVD 88     -       697.15   (+/-2cm)    2287.2    (feet)  VERTCON   
 EV2299  ___________________________________________________________________
 EV2299  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EV2299  VERT ORDER  -  THIRD (See Below)
 EV2299
 EV2299.The horizontal coordinates were scaled from a topographic map and have
 EV2299.an estimated accuracy of +/- 6 seconds.
 EV2299
 EV2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2299.The vertical order pertains to the NGVD 29 superseded value.
 EV2299
 EV2299.The geoid height was determined by GEOID03.
 EV2299
 EV2299;                    North         East    Units  Estimated Accuracy
 EV2299;SPC CA 5     -   655,240.    2,011,070.      MT  (+/- 180 meters Scaled)
 EV2299
 EV2299                          SUPERSEDED SURVEY CONTROL
 EV2299
 EV2299  NGVD 29 (??/??/??)  696.35   (m)         2284.6    (f) RESET       3  
 EV2299
 EV2299.Superseded values are not recommended for survey control.
 EV2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2299.See file dsdata.txt to determine how the superseded data were derived.
 EV2299
 EV2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU197622(NAD 83)
 EV2299_MARKER: P = PIPE CAP
 EV2299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2299_STAMPING: 2284.39
 EV2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2299
 EV2299  HISTORY     - Date     Condition        Report By
 EV2299  HISTORY     - UNK      MONUMENTED       DOD
 EV2299  HISTORY     - 1945     GOOD             NGS
 EV2299  HISTORY     - 1961     MARK NOT FOUND   NGS
 EV2299
 EV2299                          STATION DESCRIPTION
 EV2299
 EV2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EV2299'AT MUROC.
 EV2299'AT MUROC, AT MUROC ARMY AIR FIELD, DIRECTLY ACROSS STREET FROM
 EV2299'THE CENTER ENTRANCE TO THE BASE POST OFFICE, 0.4 MILE WEST
 EV2299'ALONG THE PARKING APRON FROM THE CONTROL TOWER, 87.8 FEET
 EV2299'NORTH OF THE CENTER-LINE OF EAST-WEST STREET WHICH PARALLELS THE
 EV2299'NORTH EDGE OF THE PARKING APRON, 49.9 FEET EAST OF THE
 EV2299'CENTERLINE OF NORTH-SOUTH STREET, 43.1 FEET NORTHEAST OF POWER
 EV2299'POLE NO. U.S. 166, 4.6 FEET WEST SOUTHWEST OF THE SOUTHWEST
 EV2299'CORNER OF MESC 11 (BUILDING NO. T103-34), A U.S. ENGINEER
 EV2299'DEPARTMENT CAP SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 EV2299'0.1 FOOT ABOVE THE GROUND.  A CORP OF ENGINEERS, U.S. ARMY,
 EV2299'STANDARD CAP, STAMPED 2284.39.  SEARCHED FOR BUT NOT RECOVERED
 EV2299'IN JANUARY 1956.
 EV2299
 EV2299                          STATION RECOVERY (1961)
 EV2299
 EV2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV2299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4564 ***********************************************************************
 HS4564  DESIGNATION -  2287
 HS4564  PID         -  HS4564
 HS4564  STATE/COUNTY-  CA/MARIPOSA
 HS4564  USGS QUAD   -  INDIAN GULCH (1973)
 HS4564
 HS4564                         *CURRENT SURVEY CONTROL
 HS4564  ___________________________________________________________________
 HS4564* NAD 83(1992)-  37 26 44.83802(N)    120 08 41.09821(W)     ADJUSTED  
 HS4564* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 HS4564  ___________________________________________________________________
 HS4564  EPOCH DATE  -        1991.35
 HS4564  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 HS4564  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HS4564  HORZ ORDER  -  SECOND
 HS4564
 HS4564.The horizontal coordinates were established by classical geodetic methods
 HS4564.and adjusted by the National Geodetic Survey in March 1994.
 HS4564.The horizontal coordinates are valid at the epoch date displayed above.
 HS4564.The epoch date for horizontal control is a decimal equivalence
 HS4564.of Year/Month/Day.
 HS4564
 HS4564.The orthometric height was scaled from a topographic map.
 HS4564
 HS4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4564
 HS4564.The geoid height was determined by GEOID03.
 HS4564
 HS4564;                    North         East     Units Scale Factor Converg.
 HS4564;SPC CA 3     -   605,023.895 2,031,434.021   MT  0.99994329   +0 13 03.0
 HS4564;SPC CA 3     - 1,984,982.56  6,664,796.45   sFT  0.99994329   +0 13 03.0
 HS4564;UTM  10      - 4,148,155.375   752,585.645   MT  1.00038595   +1 44 13.0
 HS4564
 HS4564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4564!SPC CA 3     -   0.99989525  x   0.99994329  =   0.99983855
 HS4564!UTM  10      -   0.99989525  x   1.00038595  =   1.00028116
 HS4564
 HS4564                          SUPERSEDED SURVEY CONTROL
 HS4564
 HS4564  NAD 83(1986)-  37 26 44.81614(N)    120 08 41.10074(W) AD(1984.00) 2
 HS4564  NAD 27      -  37 26 45.03000(N)    120 08 37.46000(W) AD(       ) 2
 HS4564
 HS4564.Superseded values are not recommended for survey control.
 HS4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4564.See file dsdata.txt to determine how the superseded data were derived.
 HS4564
 HS4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG5258648155(NAD 83)
 HS4564
 HS4564  HISTORY     - Date     Condition        Report By
 HS4564  HISTORY     - 1931     MONUMENTED       CGS
 HS4564
 HS4564                          STATION DESCRIPTION
 HS4564
 HS4564'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JB)
 HS4564'ABOUT 10 MILES SOUTH-SOUTHWEST OF MARIPOSA, ON TOP OF SHULTZ
 HS4564'MOUNTAIN.  PROBABLY MARKED BY UNITED STATES GEOLOGICAL SURVEY
 HS4564'BENCH-MARK TABLET.  STATION SHULTZ (SEE DESCRIPTION THEREOF)
 HS4564'IS 25.46 METERS (83.5 FEET) FROM STATION IN AZIMUTH 13 DEG 11 MIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0936 ***********************************************************************
 DY0936  DESIGNATION -  229 A C OF LB RESET 1961
 DY0936  PID         -  DY0936
 DY0936  STATE/COUNTY-  CA/LOS ANGELES
 DY0936  USGS QUAD   -  SEAL BEACH (1981)
 DY0936
 DY0936                         *CURRENT SURVEY CONTROL
 DY0936  ___________________________________________________________________
 DY0936* NAD 83(1986)-  33 44 52.     (N)    118 06 48.     (W)     SCALED    
 DY0936* NAVD 88     -         4.83   (+/-2cm)      15.8    (feet)  VERTCON   
 DY0936  ___________________________________________________________________
 DY0936  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY0936  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0936
 DY0936.The horizontal coordinates were scaled from a topographic map and have
 DY0936.an estimated accuracy of +/- 6 seconds.
 DY0936
 DY0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0936.The vertical order pertains to the NGVD 29 superseded value.
 DY0936
 DY0936.The geoid height was determined by GEOID03.
 DY0936
 DY0936;                    North         East    Units  Estimated Accuracy
 DY0936;SPC CA 5     -   527,490.    1,989,500.      MT  (+/- 180 meters Scaled)
 DY0936
 DY0936                          SUPERSEDED SURVEY CONTROL
 DY0936
 DY0936  NGVD 29 (??/??/92)    4.08   (m)           13.4    (f) COMPUTED    1 1
 DY0936
 DY0936.Superseded values are not recommended for survey control.
 DY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0936.See file dsdata.txt to determine how the superseded data were derived.
 DY0936
 DY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT968347(NAD 83)
 DY0936_MARKER: DD = SURVEY DISK
 DY0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0936_SP_SET: BRIDGE SIDEWALK
 DY0936_STAMPING: CLB BM 229-A RESET 1961 RE 3111
 DY0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0936
 DY0936  HISTORY     - Date     Condition        Report By
 DY0936  HISTORY     - 1961     MONUMENTED       CA1970
 DY0936  HISTORY     - 1965     GOOD             NGS
 DY0936  HISTORY     - 20070331 MARK NOT FOUND   GEOCAC
 DY0936
 DY0936                          STATION DESCRIPTION
 DY0936
 DY0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0936'AT LONG BEACH.
 DY0936'AT LONG BEACH, CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT THE
 DY0936'NORTHEAST SIDE OF THE MARINA DRIVE BRIDGE OVER THE SAN GABRIEL
 DY0936'RIVER, 26-1/2 FEET NORTHEAST OF THE PAINTED CENTERLINE OF
 DY0936'MARINA DRIVE, 7-1/2 FEET SOUTHWEST OF LAMP POST NO. M3, 0.4 FOOT
 DY0936'SOUTH OF THE NORTHWEST END OF THE BRIDGE AND ABOUT 1 FOOT
 DY0936'HIGHER THAN MARINA DRIVE.
 DY0936
 DY0936                          STATION RECOVERY (2007)
 DY0936
 DY0936'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0936'THE BRIDGE THAT THIS MARK WAS ON HAS INDEED BEEN REPLACED. THERE IS NO
 DY0936'LONGER A BENCHMARK ON THE NE CORNER AS DESCRIBED. THERE IS, HOWEVER, A
 DY0936'RESET MARK STAMPED CLB BM 229 2006 ON THE NW CORNER OF THE BRIDGE. THE
 DY0936'ORIGINAL MARK WAS DESTROYED DURING THE BRIDGE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9019 ***********************************************************************
 DW9019  DESIGNATION -  229 Y
 DW9019  PID         -  DW9019
 DW9019  STATE/COUNTY-  CA/IMPERIAL
 DW9019  USGS QUAD   -  PICACHO NW (1965)
 DW9019
 DW9019                         *CURRENT SURVEY CONTROL
 DW9019  ___________________________________________________________________
 DW9019* NAD 83(1992)-  33 14 40.68269(N)    114 41 26.48116(W)     ADJUSTED  
 DW9019* NAVD 88     -        70.91   (+/-2cm)     232.6    (feet)  VERTCON   
 DW9019  ___________________________________________________________________
 DW9019  EPOCH DATE  -        1991.35
 DW9019  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DW9019  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DW9019  HORZ ORDER  -  THIRD
 DW9019  VERT ORDER  -  THIRD ? (See Below)
 DW9019
 DW9019.The horizontal coordinates were established by classical geodetic methods
 DW9019.and adjusted by the National Geodetic Survey in June 1996.
 DW9019.The horizontal coordinates are valid at the epoch date displayed above.
 DW9019.The epoch date for horizontal control is a decimal equivalence
 DW9019.of Year/Month/Day.
 DW9019
 DW9019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9019.The vertical order pertains to the NGVD 29 superseded value.
 DW9019
 DW9019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9019
 DW9019.The geoid height was determined by GEOID03.
 DW9019
 DW9019;                    North         East     Units Scale Factor Converg.
 DW9019;SPC CA 6     -   620,635.738 2,145,307.225   MT  0.99995535   +0 51 24.7
 DW9019;SPC CA 6     - 2,036,202.42  7,038,395.45   sFT  0.99995535   +0 51 24.7
 DW9019;SPC AZ W     -   249,283.202   125,697.235   MT  1.00002805   -0 30 56.6
 DW9019;SPC AZ W     -   817,858.27    412,392.50   iFT  1.00002805   -0 30 56.6
 DW9019;UTM  11      - 3,680,785.400   715,152.313   MT  1.00017076   +1 15 59.3
 DW9019
 DW9019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9019!SPC CA 6     -   0.99999409  x   0.99995535  =   0.99994944
 DW9019!SPC AZ W     -   0.99999409  x   1.00002805  =   1.00002214
 DW9019!UTM  11      -   0.99999409  x   1.00017076  =   1.00016485
 DW9019
 DW9019                          SUPERSEDED SURVEY CONTROL
 DW9019
 DW9019  NAD 83(1992)-  33 14 40.68298(N)    114 41 26.48112(W) AD(1984.00) 3
 DW9019  NAD 83(1986)-  33 14 40.69060(N)    114 41 26.48765(W) AD(1984.00) 3
 DW9019  NGVD 29 (04/26/91)   70.21   (m)          230.3    (f) LEVELING    3  
 DW9019
 DW9019.Superseded values are not recommended for survey control.
 DW9019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9019.See file dsdata.txt to determine how the superseded data were derived.
 DW9019
 DW9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS1515280785(NAD 83)
 DW9019_MARKER: DD = SURVEY DISK
 DW9019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW9019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW9019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9019
 DW9019  HISTORY     - Date     Condition        Report By
 DW9019  HISTORY     - 1954     MONUMENTED       USGS
 DW9019  HISTORY     - 20000830 MARK NOT FOUND   LOCSUR
 DW9019
 DW9019                          STATION DESCRIPTION
 DW9019
 DW9019'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DW9019'LOCATED AT WALTERS CAMP, ON WEST BANK OF COLORADO RIVER.
 DW9019'
 DW9019'TO REACH NOT GIVEN.
 DW9019'
 DW9019'STATION MARK--BM TABLET STAMPED---229 Y---, ON IRON POST IN GROUND,
 DW9019'40 FT E. OF WHERE RD. CURVES TO S.
 DW9019'
 DW9019'RMS--NONE SET.
 DW9019
 DW9019                          STATION RECOVERY (2000)
 DW9019
 DW9019'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (HPB)
 DW9019'DID GPS SEARCH FOR MONUMENT.  POSITION LIES BETWEEN TWO TRAILERS IN
 DW9019'TRAILER PARK AT WALTERS CAMP ON WEST BANK OF COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2386 ***********************************************************************
 EV2386  DESIGNATION -  2292.77
 EV2386  PID         -  EV2386
 EV2386  STATE/COUNTY-  CA/KERN
 EV2386  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2386
 EV2386                         *CURRENT SURVEY CONTROL
 EV2386  ___________________________________________________________________
 EV2386* NAD 83(1986)-  34 54 40.     (N)    117 52 23.     (W)     SCALED    
 EV2386* NAVD 88     -       699.74   (+/-2cm)    2295.7    (feet)  VERTCON   
 EV2386  ___________________________________________________________________
 EV2386  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EV2386  VERT ORDER  -  THIRD (See Below)
 EV2386
 EV2386.The horizontal coordinates were scaled from a topographic map and have
 EV2386.an estimated accuracy of +/- 6 seconds.
 EV2386
 EV2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2386.The vertical order pertains to the NGVD 29 superseded value.
 EV2386
 EV2386.The geoid height was determined by GEOID03.
 EV2386
 EV2386;                    North         East    Units  Estimated Accuracy
 EV2386;SPC CA 5     -   656,540.    2,011,600.      MT  (+/- 180 meters Scaled)
 EV2386
 EV2386                          SUPERSEDED SURVEY CONTROL
 EV2386
 EV2386  NGVD 29 (??/??/??)  698.94   (m)         2293.1    (f) RESET       3  
 EV2386
 EV2386.Superseded values are not recommended for survey control.
 EV2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2386.See file dsdata.txt to determine how the superseded data were derived.
 EV2386
 EV2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU202635(NAD 83)
 EV2386_MARKER: DD = SURVEY DISK
 EV2386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2386_SP_SET: WALL
 EV2386_STAMPING: 2292.77
 EV2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2386
 EV2386  HISTORY     - Date     Condition        Report By
 EV2386  HISTORY     - UNK      MONUMENTED       DOD
 EV2386  HISTORY     - 1945     GOOD             NGS
 EV2386  HISTORY     - 1961     MARK NOT FOUND   NGS
 EV2386
 EV2386                          STATION DESCRIPTION
 EV2386
 EV2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EV2386'AT MUROC.
 EV2386'AT MUROC, AT THE MUROC ARMY AIR FIELD, 0.45 MILE EAST OF THE
 EV2386'MAIN GATE, APPROXIMATELY 175.0 FEET EAST SOUTHEAST OF CENTER
 EV2386'OF CURVE WHERE THE EAST-WEST PAVED ROAD FROM MAIN GATE MAKES
 EV2386'RIGHT ANGLE TURN SOUTH TO HANGAR AREA, IN THE TOP OF THE NORTHEAST
 EV2386'CORNER OF CONCRETE WALL FOR SETTLING TANK AT AN UNUSED FILTER
 EV2386'PLANT, 47.3 FEET EAST NORTHEAST OF THE MOST NORTHERLY POINT OF
 EV2386'LARGE CIRCULAR CONCRETE TANK NOW USED AS WATER RESERVOIR, 20.0
 EV2386'FEET SOUTH OF THE SOUTH EDGE OF SWIMMING POOL, 2.5 FEET ABOVE
 EV2386'THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 EV2386'STAMPED 2292.77.
 EV2386
 EV2386                          STATION RECOVERY (1961)
 EV2386
 EV2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV2386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0489 ***********************************************************************
 KS0489  DESIGNATION -  2293.1
 KS0489  PID         -  KS0489
 KS0489  STATE/COUNTY-  CA/SIERRA
 KS0489  USGS QUAD   -  GOODYEARS BAR (1975)
 KS0489
 KS0489                         *CURRENT SURVEY CONTROL
 KS0489  ___________________________________________________________________
 KS0489* NAD 83(1986)-  39 30 58.     (N)    120 59 04.     (W)     SCALED    
 KS0489* NAVD 88     -       699.748  (meters)    2295.76   (feet)  ADJUSTED  
 KS0489  ___________________________________________________________________
 KS0489  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KS0489  DYNAMIC HT  -         699.202 (meters)    2293.97  (feet)  COMP
 KS0489  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 KS0489
 KS0489  VERT ORDER  -  SECOND    CLASS 0
 KS0489
 KS0489.The horizontal coordinates were scaled from a topographic map and have
 KS0489.an estimated accuracy of +/- 6 seconds.
 KS0489
 KS0489.The orthometric height was determined by differential leveling
 KS0489.and adjusted in June 1991.
 KS0489
 KS0489.The geoid height was determined by GEOID03.
 KS0489
 KS0489.The dynamic height is computed by dividing the NAVD 88
 KS0489.geopotential number by the normal gravity value computed on the
 KS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0489.degrees latitude (g = 980.6199 gals.).
 KS0489
 KS0489.The modeled gravity was interpolated from observed gravity values.
 KS0489
 KS0489;                    North         East    Units  Estimated Accuracy
 KS0489;SPC CA 2     -   705,790.    2,087,320.      MT  (+/- 180 meters Scaled)
 KS0489
 KS0489                          SUPERSEDED SURVEY CONTROL
 KS0489
 KS0489  NGVD 29 (??/??/??)  698.864  (m)         2292.86   (f) ADJUSTED    2 0
 KS0489
 KS0489.Superseded values are not recommended for survey control.
 KS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0489.See file dsdata.txt to determine how the superseded data were derived.
 KS0489
 KS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ732759(NAD 83)
 KS0489_MARKER: N = NAIL
 KS0489_SETTING: 0 = UNSPECIFIED SETTING
 KS0489_MARK LOGO: USGS  
 KS0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0489
 KS0489  HISTORY     - Date     Condition        Report By
 KS0489  HISTORY     - UNK      MONUMENTED       USGS
 KS0489  HISTORY     - 1934     GOOD             CGS
 KS0489
 KS0489                          STATION DESCRIPTION
 KS0489
 KS0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0489'10.1 MI NE FROM CAMPTONVILLE.
 KS0489'IN SIERRA COUNTY, 10.1 MILES NORTHEAST ALONG STATE HIGHWAY 49
 KS0489'FROM CAMPTONVILLE, YUBA COUNTY, 10 FEET SOUTH OF THE CENTERLINE
 KS0489'OF THE HIGHWAY, AND IN THE BASE OF A 9-INCH SPRUCE TREE.  A
 KS0489'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0491 ***********************************************************************
 KS0491  DESIGNATION -  2295.4
 KS0491  PID         -  KS0491
 KS0491  STATE/COUNTY-  CA/SIERRA
 KS0491  USGS QUAD   -  GOODYEARS BAR (1975)
 KS0491
 KS0491                         *CURRENT SURVEY CONTROL
 KS0491  ___________________________________________________________________
 KS0491* NAD 83(1986)-  39 31 10.     (N)    120 59 49.     (W)     SCALED    
 KS0491* NAVD 88     -       700.445  (meters)    2298.04   (feet)  ADJUSTED  
 KS0491  ___________________________________________________________________
 KS0491  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KS0491  DYNAMIC HT  -         699.904 (meters)    2296.27  (feet)  COMP
 KS0491  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 KS0491
 KS0491  VERT ORDER  -  SECOND    CLASS 0
 KS0491
 KS0491.The horizontal coordinates were scaled from a topographic map and have
 KS0491.an estimated accuracy of +/- 6 seconds.
 KS0491
 KS0491.The orthometric height was determined by differential leveling
 KS0491.and adjusted in June 1991.
 KS0491
 KS0491.The geoid height was determined by GEOID03.
 KS0491
 KS0491.The dynamic height is computed by dividing the NAVD 88
 KS0491.geopotential number by the normal gravity value computed on the
 KS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0491.degrees latitude (g = 980.6199 gals.).
 KS0491
 KS0491.The modeled gravity was interpolated from observed gravity values.
 KS0491
 KS0491;                    North         East    Units  Estimated Accuracy
 KS0491;SPC CA 2     -   706,150.    2,086,250.      MT  (+/- 180 meters Scaled)
 KS0491
 KS0491                          SUPERSEDED SURVEY CONTROL
 KS0491
 KS0491  NGVD 29 (??/??/??)  699.569  (m)         2295.17   (f) ADJUSTED    2 0
 KS0491
 KS0491.Superseded values are not recommended for survey control.
 KS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0491.See file dsdata.txt to determine how the superseded data were derived.
 KS0491
 KS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ721763(NAD 83)
 KS0491_MARKER: N = NAIL
 KS0491_SETTING: 0 = UNSPECIFIED SETTING
 KS0491_MARK LOGO: USGS  
 KS0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0491
 KS0491  HISTORY     - Date     Condition        Report By
 KS0491  HISTORY     - UNK      MONUMENTED       USGS
 KS0491  HISTORY     - 1934     GOOD             CGS
 KS0491
 KS0491                          STATION DESCRIPTION
 KS0491
 KS0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0491'9.4 MI NE FROM CAMPTONVILLE.
 KS0491'IN SIERRA COUNTY, 9.4 MILES NORTHEAST ALONG STATE HIGHWAY 49 FROM
 KS0491'CAMPTONVILLE, YUBA COUNTY, NEAR A FISH HATCHERY BUILDING WEST
 KS0491'OF THE HIGHWAY, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KS0491'AND IN THE BASE OF A 24-INCH TREE.  A UNITED STATES GEOLOGICAL
 KS0491'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0344 ***********************************************************************
 KS0344  DESIGNATION -  2295.4
 KS0344  PID         -  KS0344
 KS0344  STATE/COUNTY-  CA/PLACER
 KS0344  USGS QUAD   -  COLFAX (1973)
 KS0344
 KS0344                         *CURRENT SURVEY CONTROL
 KS0344  ___________________________________________________________________
 KS0344* NAD 83(1986)-  39 04 31.     (N)    120 58 08.     (W)     SCALED    
 KS0344* NAVD 88     -       700.544  (meters)    2298.37   (feet)  ADJUSTED  
 KS0344  ___________________________________________________________________
 KS0344  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 KS0344  DYNAMIC HT  -         700.050 (meters)    2296.75  (feet)  COMP
 KS0344  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 KS0344
 KS0344  VERT ORDER  -  FIRST     CLASS I
 KS0344
 KS0344.The horizontal coordinates were scaled from a topographic map and have
 KS0344.an estimated accuracy of +/- 6 seconds.
 KS0344
 KS0344.The orthometric height was determined by differential leveling
 KS0344.and adjusted in June 1991.
 KS0344.WARNING-Repeat measurements at this control monument indicate possible
 KS0344.vertical movement.
 KS0344
 KS0344.The geoid height was determined by GEOID03.
 KS0344
 KS0344.The dynamic height is computed by dividing the NAVD 88
 KS0344.geopotential number by the normal gravity value computed on the
 KS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0344.degrees latitude (g = 980.6199 gals.).
 KS0344
 KS0344.The modeled gravity was interpolated from observed gravity values.
 KS0344
 KS0344;                    North         East    Units  Estimated Accuracy
 KS0344;SPC CA 2     -   656,870.    2,089,220.      MT  (+/- 180 meters Scaled)
 KS0344
 KS0344                          SUPERSEDED SURVEY CONTROL
 KS0344
 KS0344  NGVD 29 (??/??/??)  699.728  (m)         2295.69   (f) ADJUSTED    1 1
 KS0344
 KS0344.Superseded values are not recommended for survey control.
 KS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0344.See file dsdata.txt to determine how the superseded data were derived.
 KS0344
 KS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ756270(NAD 83)
 KS0344_MARKER: R = RIVET
 KS0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0344_SP_SET: BRIDGE
 KS0344_MARK LOGO: USGS  
 KS0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0344+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 KS0344
 KS0344  HISTORY     - Date     Condition        Report By
 KS0344  HISTORY     - UNK      MONUMENTED       USGS
 KS0344  HISTORY     - 1969     GOOD             CGS
 KS0344  HISTORY     - 1986     GOOD             USPSQD
 KS0344  HISTORY     - 20040314 GOOD             CADT
 KS0344
 KS0344                          STATION DESCRIPTION
 KS0344
 KS0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KS0344'1.9 MI S FROM COLFAX.
 KS0344'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 KS0344'FROM THE STATION AT COLFAX, ABOUT 8 POLES NORTHEAST OF
 KS0344'MILEPOST 140, IN THE TOP AND 1.6 FEET SOUTHEAST OF THE
 KS0344'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE
 KS0344'OVER PLACER HILL ROAD, 7.0 FEET NORTHWEST OF THE NORTHWEST
 KS0344'RAIL OF THE WESTBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 KS0344'TRACK.
 KS0344
 KS0344                          STATION RECOVERY (1986)
 KS0344
 KS0344'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME)
 KS0344'RECOVERED IN GOOD CONDITION.
 KS0344
 KS0344                          STATION RECOVERY (2004)
 KS0344
 KS0344'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5589 ***********************************************************************
 DX5589  DESIGNATION -  2297
 DX5589  PID         -  DX5589
 DX5589  STATE/COUNTY-  CA/RIVERSIDE
 DX5589  USGS QUAD   -  EL CASCO (1979)
 DX5589
 DX5589                         *CURRENT SURVEY CONTROL
 DX5589  ___________________________________________________________________
 DX5589* NAD 83(1986)-  33 56 35.     (N)    117 02 11.     (W)     SCALED    
 DX5589* NAVD 88     -       701.228  (meters)    2300.61   (feet)  ADJUSTED  
 DX5589  ___________________________________________________________________
 DX5589  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DX5589  DYNAMIC HT  -         700.375 (meters)    2297.81  (feet)  COMP
 DX5589  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 DX5589
 DX5589  VERT ORDER  -  FIRST     CLASS II
 DX5589
 DX5589.The horizontal coordinates were scaled from a topographic map and have
 DX5589.an estimated accuracy of +/- 6 seconds.
 DX5589
 DX5589.The orthometric height was determined by differential leveling
 DX5589.and adjusted in May 1994.
 DX5589
 DX5589.The geoid height was determined by GEOID03.
 DX5589
 DX5589.The dynamic height is computed by dividing the NAVD 88
 DX5589.geopotential number by the normal gravity value computed on the
 DX5589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5589.degrees latitude (g = 980.6199 gals.).
 DX5589
 DX5589.The modeled gravity was interpolated from observed gravity values.
 DX5589
 DX5589;                    North         East    Units  Estimated Accuracy
 DX5589;SPC CA 6     -   697,290.    1,927,300.      MT  (+/- 180 meters Scaled)
 DX5589
 DX5589                          SUPERSEDED SURVEY CONTROL
 DX5589
 DX5589.No superseded survey control is available for this station.
 DX5589
 DX5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT966558(NAD 83)
 DX5589_MARKER: DD = SURVEY DISK
 DX5589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX5589_SP_SET: METAL PIPE IN CONCRETE
 DX5589_STAMPING: 2297
 DX5589_MARK LOGO: USGS  
 DX5589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5589+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 DX5589
 DX5589  HISTORY     - Date     Condition        Report By
 DX5589  HISTORY     - UNK      MONUMENTED       USGS
 DX5589  HISTORY     - 19921202 GOOD             MWDSC
 DX5589
 DX5589                          STATION DESCRIPTION
 DX5589
 DX5589'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5589'BEAUMONT, 1.4 MILES (2.3 KM) WEST OF AT THE INTERSECTION OF
 DX5589'INTERSTATE 10 AND SAN TIMOTEO CANYON RD, 1.8 WESTERLY ALONG SAN
 DX5589'TIMOTEO CANYON RD TO POWER POLE NO. 2138220E, 78 FEET (23.8 M) WEST
 DX5589'OF POLE AND 25 NORTH OF CENTERLINE OF ROAD.  FOUND A 3-3/4 INCH USGS
 DX5589'BRASS DISK OVER A 3-1/2 INCH PIPE SET IN CONCRETE UP 6 INCHES.  PIPE
 DX5589'IS BENT SLIGHTLY BUT MONUMENT IS VERY STABLE USED HIGH POINT WHICH IS
 DX5589'ON SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1006 ***********************************************************************
 HS1006  DESIGNATION -  23
 HS1006  PID         -  HS1006
 HS1006  STATE/COUNTY-  CA/TUOLUMNE
 HS1006  USGS QUAD   -  JAWBONE RIDGE (1979)
 HS1006
 HS1006                         *CURRENT SURVEY CONTROL
 HS1006  ___________________________________________________________________
 HS1006* NAD 83(1986)-  37 50 35.     (N)    120 00 09.     (W)     SCALED    
 HS1006* NAVD 88     -      1053.57   (+/-2cm)    3456.6    (feet)  VERTCON   
 HS1006  ___________________________________________________________________
 HS1006  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 HS1006  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1006
 HS1006.The horizontal coordinates were scaled from a topographic map and have
 HS1006.an estimated accuracy of +/- 6 seconds.
 HS1006
 HS1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1006.The vertical order pertains to the NGVD 29 superseded value.
 HS1006
 HS1006.The geoid height was determined by GEOID03.
 HS1006
 HS1006;                    North         East    Units  Estimated Accuracy
 HS1006;SPC CA 3     -   649,170.    2,043,790.      MT  (+/- 180 meters Scaled)
 HS1006
 HS1006                          SUPERSEDED SURVEY CONTROL
 HS1006
 HS1006  NGVD 29 (??/??/92) 1052.755  (m)         3453.91   (f) ADJ UNCH    1 2
 HS1006
 HS1006.Superseded values are not recommended for survey control.
 HS1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1006.See file dsdata.txt to determine how the superseded data were derived.
 HS1006
 HS1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG637926(NAD 83)
 HS1006_MARKER: DD = SURVEY DISK
 HS1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1006_STAMPING: 23
 HS1006_MARK LOGO: HHWS  
 HS1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1006+STABILITY: SURFACE MOTION
 HS1006
 HS1006  HISTORY     - Date     Condition        Report By
 HS1006  HISTORY     - UNK      MONUMENTED       HHWS
 HS1006  HISTORY     - 1956     GOOD             CGS
 HS1006
 HS1006                          STATION DESCRIPTION
 HS1006
 HS1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS1006'6.7 MI SW FROM EARLY INTAKE.
 HS1006'6.7 MILES SOUTHWEST ALONG THE CHERRY VALLEY ACCESS ROAD FROM THE
 HS1006'STEEL PLATE GIRDER BRIDGE OVER THE TUOLUMNE RIVER AT EARLY
 HS1006'INTAKE, 0.25 MILE SOUTH OF THE T JUNCTION OF A GRAVELED ROAD,
 HS1006'ON THE OUTSIDE OF A CURVE, 113.2 FEET SOUTHWEST OF THE CENTER OF
 HS1006'THE SOUTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 HS1006'20 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 HS1006'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 HS1006'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 HS1006'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0026 ***********************************************************************
 HR0026  DESIGNATION -  23
 HR0026  PID         -  HR0026
 HR0026  STATE/COUNTY-  CA/INYO
 HR0026  USGS QUAD   -  POLETA CANYON (1994)
 HR0026
 HR0026                         *CURRENT SURVEY CONTROL
 HR0026  ___________________________________________________________________
 HR0026* NAD 83(1986)-  37 19 41.     (N)    118 18 32.     (W)     SCALED    
 HR0026* NAVD 88     -      1230.363  (meters)    4036.62   (feet)  ADJUSTED  
 HR0026  ___________________________________________________________________
 HR0026  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HR0026  DYNAMIC HT  -        1228.956 (meters)    4032.00  (feet)  COMP
 HR0026  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 HR0026
 HR0026  VERT ORDER  -  FIRST     CLASS II
 HR0026
 HR0026.The horizontal coordinates were scaled from a topographic map and have
 HR0026.an estimated accuracy of +/- 6 seconds.
 HR0026
 HR0026.The orthometric height was determined by differential leveling
 HR0026.and adjusted in June 1991.
 HR0026
 HR0026.The geoid height was determined by GEOID03.
 HR0026
 HR0026.The dynamic height is computed by dividing the NAVD 88
 HR0026.geopotential number by the normal gravity value computed on the
 HR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0026.degrees latitude (g = 980.6199 gals.).
 HR0026
 HR0026.The modeled gravity was interpolated from observed gravity values.
 HR0026
 HR0026;                    North         East    Units  Estimated Accuracy
 HR0026;SPC CA 4     -   721,570.    2,061,250.      MT  (+/- 180 meters Scaled)
 HR0026
 HR0026                          SUPERSEDED SURVEY CONTROL
 HR0026
 HR0026  NGVD 29 (??/??/92) 1229.198  (m)         4032.79   (f) ADJ UNCH    1 2
 HR0026
 HR0026.Superseded values are not recommended for survey control.
 HR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0026.See file dsdata.txt to determine how the superseded data were derived.
 HR0026
 HR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB840320(NAD 83)
 HR0026_MARKER: P = PIPE CAP
 HR0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0026_SP_SET: SHALLOW-SET PIPE
 HR0026_STAMPING: 23 4035 BF 1905
 HR0026_MARK LOGO: USGS  
 HR0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0026
 HR0026  HISTORY     - Date     Condition        Report By
 HR0026  HISTORY     - 1905     MONUMENTED       USGS
 HR0026  HISTORY     - 1962     GOOD             NGS
 HR0026  HISTORY     - 1987     GOOD             NGS
 HR0026
 HR0026                          STATION DESCRIPTION
 HR0026
 HR0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0026'6.4 MI SE FROM BISHOP.
 HR0026'3.9 MILES EAST ALONG EAST LINE STREET AND POLETA CANYON ROAD
 HR0026'FROM THE BANK OF AMERICA IN BISHOP, THENCE 2.5 MILES SOUTH ALONG
 HR0026'THE ABANDONED GRADE OF THE SOUTHERN PACIFIC RAILROAD, 0.05 MILE
 HR0026'SOUTH OF A SMALL BRIDGE OVER A CANAL, 23 1/2 FEET WEST OF THE
 HR0026'CENTER LINE OF THE RAILROAD BED, 78 FEET WEST AND ACROSS THE
 HR0026'ROAD BED FROM THE CENTER LINE OF A GRAVEL ROAD, 8 FEET EAST OF A
 HR0026'FENCE LINE, 1.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 HR0026'RAILROAD BED, A CAP ON THE TOP OF A 3-INCH PIPE PROJECTING 0.7
 HR0026'FOOT.
 HR0026
 HR0026                          STATION RECOVERY (1987)
 HR0026
 HR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0026'RECOVERED IN GOOD CONDITION.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1943 ***********************************************************************
 JT1943  DESIGNATION -  23 1
 JT1943  PID         -  JT1943
 JT1943  STATE/COUNTY-  CA/NAPA
 JT1943  USGS QUAD   -  NAPA (1980)
 JT1943
 JT1943                         *CURRENT SURVEY CONTROL
 JT1943  ___________________________________________________________________
 JT1943* NAD 83(1986)-  38 20 53.     (N)    122 16 59.     (W)     SCALED    
 JT1943* NAVD 88     -        11.89   (+/-2cm)      39.0    (feet)  VERTCON   
 JT1943  ___________________________________________________________________
 JT1943  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1943  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1943
 JT1943.The horizontal coordinates were scaled from a topographic map and have
 JT1943.an estimated accuracy of +/- 6 seconds.
 JT1943
 JT1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1943.The vertical order pertains to the NGVD 29 superseded value.
 JT1943
 JT1943.The geoid height was determined by GEOID03.
 JT1943
 JT1943;                    North         East    Units  Estimated Accuracy
 JT1943;SPC CA 2     -   575,680.    1,975,260.      MT  (+/- 180 meters Scaled)
 JT1943
 JT1943                          SUPERSEDED SURVEY CONTROL
 JT1943
 JT1943  NGVD 29 (??/??/92)   11.10   (m)           36.4    (f) COMPUTED    1 1
 JT1943
 JT1943.Superseded values are not recommended for survey control.
 JT1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1943.See file dsdata.txt to determine how the superseded data were derived.
 JT1943
 JT1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH626446(NAD 83)
 JT1943_MARKER: DD = SURVEY DISK
 JT1943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1943_SP_SET: HEADWALL
 JT1943_MARK LOGO: CA2330
 JT1943_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1943+STABILITY: SURFACE MOTION
 JT1943
 JT1943  HISTORY     - Date     Condition        Report By
 JT1943  HISTORY     - 1971     MONUMENTED       CA2330
 JT1943
 JT1943                          STATION DESCRIPTION
 JT1943
 JT1943'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1943'ALONG SILVERADO TRAIL, 1000 FT (304.8 M) NORTH OF HARDMAN AT CREEK, A
 JT1943'BRASS CAP SET IN THE SOUTHEAST CORNER OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3200 ***********************************************************************
 AA3200  DESIGNATION -  23 14.4
 AA3200  PID         -  AA3200
 AA3200  STATE/COUNTY-  CA/VENTURA
 AA3200  USGS QUAD   -  MOORPARK (1974)
 AA3200
 AA3200                         *CURRENT SURVEY CONTROL
 AA3200  ___________________________________________________________________
 AA3200* NAD 83(1986)-  34 17 54.     (N)    118 52 41.     (W)     SCALED    
 AA3200* NAVD 88     -       212.690  (meters)     697.80   (feet)  ADJUSTED  
 AA3200  ___________________________________________________________________
 AA3200  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AA3200  DYNAMIC HT  -         212.461 (meters)     697.05  (feet)  COMP
 AA3200  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 AA3200
 AA3200  VERT ORDER  -  FIRST     CLASS II
 AA3200
 AA3200.The horizontal coordinates were scaled from a topographic map and have
 AA3200.an estimated accuracy of +/- 6 seconds.
 AA3200
 AA3200.The orthometric height was determined by differential leveling
 AA3200.and adjusted in June 1995.
 AA3200
 AA3200.The geoid height was determined by GEOID03.
 AA3200
 AA3200.The dynamic height is computed by dividing the NAVD 88
 AA3200.geopotential number by the normal gravity value computed on the
 AA3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3200.degrees latitude (g = 980.6199 gals.).
 AA3200
 AA3200.The modeled gravity was interpolated from observed gravity values.
 AA3200
 AA3200;                    North         East    Units  Estimated Accuracy
 AA3200;SPC CA 5     -   588,910.    1,919,170.      MT  (+/- 180 meters Scaled)
 AA3200
 AA3200                          SUPERSEDED SURVEY CONTROL
 AA3200
 AA3200.No superseded survey control is available for this station.
 AA3200
 AA3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT271968(NAD 83)
 AA3200_MARKER: DD = SURVEY DISK
 AA3200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3200_STAMPING: VEN 23-14.4
 AA3200_MARK LOGO: CADT  
 AA3200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3200+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 AA3200
 AA3200  HISTORY     - Date     Condition        Report By
 AA3200  HISTORY     - UNK      MONUMENTED       RBNF
 AA3200  HISTORY     - 19940630 GOOD             NGS
 AA3200
 AA3200                          STATION DESCRIPTION
 AA3200
 AA3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3200'1.4 KM (0.85 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 AA3200'IN MOORPARK, 34.5 M (113.2 FT) SOUTH OF THE CENTER OF A GATE, 8.5 M
 AA3200'(27.9 FT) NORTH OF THE CENTER OF THE WEST END OF A CULVERT UNDER THE
 AA3200'HIGHWAY, 6.1 M (20.0 FT) WEST OF THE HIGHWAY CENTERLINE, 0.2 M (0.7
 AA3200'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.2 M
 AA3200'(0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3199 ***********************************************************************
 AA3199  DESIGNATION -  23 14.8
 AA3199  PID         -  AA3199
 AA3199  STATE/COUNTY-  CA/VENTURA
 AA3199  USGS QUAD   -  MOORPARK (1974)
 AA3199
 AA3199                         *CURRENT SURVEY CONTROL
 AA3199  ___________________________________________________________________
 AA3199* NAD 83(1986)-  34 18 12.     (N)    118 52 43.     (W)     SCALED    
 AA3199* NAVD 88     -       232.586  (meters)     763.08   (feet)  ADJUSTED  
 AA3199  ___________________________________________________________________
 AA3199  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AA3199  DYNAMIC HT  -         232.334 (meters)     762.25  (feet)  COMP
 AA3199  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 AA3199
 AA3199  VERT ORDER  -  FIRST     CLASS II
 AA3199
 AA3199.The horizontal coordinates were scaled from a topographic map and have
 AA3199.an estimated accuracy of +/- 6 seconds.
 AA3199
 AA3199.The orthometric height was determined by differential leveling
 AA3199.and adjusted in June 1995.
 AA3199
 AA3199.The geoid height was determined by GEOID03.
 AA3199
 AA3199.The dynamic height is computed by dividing the NAVD 88
 AA3199.geopotential number by the normal gravity value computed on the
 AA3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3199.degrees latitude (g = 980.6199 gals.).
 AA3199
 AA3199.The modeled gravity was interpolated from observed gravity values.
 AA3199
 AA3199;                    North         East    Units  Estimated Accuracy
 AA3199;SPC CA 5     -   589,460.    1,919,120.      MT  (+/- 180 meters Scaled)
 AA3199
 AA3199                          SUPERSEDED SURVEY CONTROL
 AA3199
 AA3199.No superseded survey control is available for this station.
 AA3199
 AA3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT271973(NAD 83)
 AA3199_MARKER: DD = SURVEY DISK
 AA3199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3199_STAMPING: VEN 23-14.8 1994
 AA3199_MARK LOGO: CADT  
 AA3199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3199+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 AA3199
 AA3199  HISTORY     - Date     Condition        Report By
 AA3199  HISTORY     - 1994     MONUMENTED       RBNF
 AA3199  HISTORY     - 19940630 GOOD             NGS
 AA3199
 AA3199                          STATION DESCRIPTION
 AA3199
 AA3199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3199'2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 AA3199'IN MOORPARK, 43.3 M (142.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 19.0
 AA3199'M (62.3 FT) SOUTH OF THE CENTER OF THE EAST END OF A CULVERT UNDER THE
 AA3199'HIGHWAY, 5.1 M (16.7 FT) EAST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0
 AA3199'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.2 M
 AA3199'(0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3198 ***********************************************************************
 AA3198  DESIGNATION -  23 16.2
 AA3198  PID         -  AA3198
 AA3198  STATE/COUNTY-  CA/VENTURA
 AA3198  USGS QUAD   -  MOORPARK (1974)
 AA3198
 AA3198                         *CURRENT SURVEY CONTROL
 AA3198  ___________________________________________________________________
 AA3198* NAD 83(1986)-  34 18 55.     (N)    118 53 34.     (W)     SCALED    
 AA3198* NAVD 88     -       262.026  (meters)     859.66   (feet)  ADJUSTED  
 AA3198  ___________________________________________________________________
 AA3198  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AA3198  DYNAMIC HT  -         261.741 (meters)     858.73  (feet)  COMP
 AA3198  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 AA3198
 AA3198  VERT ORDER  -  FIRST     CLASS II
 AA3198
 AA3198.The horizontal coordinates were scaled from a topographic map and have
 AA3198.an estimated accuracy of +/- 6 seconds.
 AA3198
 AA3198.The orthometric height was determined by differential leveling
 AA3198.and adjusted in June 1995.
 AA3198
 AA3198.The geoid height was determined by GEOID03.
 AA3198
 AA3198.The dynamic height is computed by dividing the NAVD 88
 AA3198.geopotential number by the normal gravity value computed on the
 AA3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3198.degrees latitude (g = 980.6199 gals.).
 AA3198
 AA3198.The modeled gravity was interpolated from observed gravity values.
 AA3198
 AA3198;                    North         East    Units  Estimated Accuracy
 AA3198;SPC CA 5     -   590,800.    1,917,830.      MT  (+/- 180 meters Scaled)
 AA3198
 AA3198                          SUPERSEDED SURVEY CONTROL
 AA3198
 AA3198.No superseded survey control is available for this station.
 AA3198
 AA3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT258987(NAD 83)
 AA3198_MARKER: DD = SURVEY DISK
 AA3198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3198_STAMPING: VEN 23-16.2 1994
 AA3198_MARK LOGO: CADT  
 AA3198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3198+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 AA3198
 AA3198  HISTORY     - Date     Condition        Report By
 AA3198  HISTORY     - 1994     MONUMENTED       RBNF
 AA3198  HISTORY     - 19940630 GOOD             NGS
 AA3198
 AA3198                          STATION DESCRIPTION
 AA3198
 AA3198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3198'4.4 KM (2.75 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 AA3198'IN MOORPARK, 37.5 M (123.0 FT) WEST OF THE CENTER OF FRUITVALE AVENUE,
 AA3198'5.1 M (16.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) SOUTH
 AA3198'OF A FENCE, 0.1 M (0.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AA3198'MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3197 ***********************************************************************
 AA3197  DESIGNATION -  23 16.8
 AA3197  PID         -  AA3197
 AA3197  STATE/COUNTY-  CA/VENTURA
 AA3197  USGS QUAD   -  MOORPARK (1974)
 AA3197
 AA3197                         *CURRENT SURVEY CONTROL
 AA3197  ___________________________________________________________________
 AA3197* NAD 83(1986)-  34 18 55.     (N)    118 54 08.     (W)     SCALED    
 AA3197* NAVD 88     -       265.476  (meters)     870.98   (feet)  ADJUSTED  
 AA3197  ___________________________________________________________________
 AA3197  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AA3197  DYNAMIC HT  -         265.186 (meters)     870.03  (feet)  COMP
 AA3197  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 AA3197
 AA3197  VERT ORDER  -  FIRST     CLASS II
 AA3197
 AA3197.The horizontal coordinates were scaled from a topographic map and have
 AA3197.an estimated accuracy of +/- 6 seconds.
 AA3197
 AA3197.The orthometric height was determined by differential leveling
 AA3197.and adjusted in June 1995.
 AA3197
 AA3197.The geoid height was determined by GEOID03.
 AA3197
 AA3197.The dynamic height is computed by dividing the NAVD 88
 AA3197.geopotential number by the normal gravity value computed on the
 AA3197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3197.degrees latitude (g = 980.6199 gals.).
 AA3197
 AA3197.The modeled gravity was interpolated from observed gravity values.
 AA3197
 AA3197;                    North         East    Units  Estimated Accuracy
 AA3197;SPC CA 5     -   590,810.    1,916,960.      MT  (+/- 180 meters Scaled)
 AA3197
 AA3197                          SUPERSEDED SURVEY CONTROL
 AA3197
 AA3197.No superseded survey control is available for this station.
 AA3197
 AA3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT249987(NAD 83)
 AA3197_MARKER: DD = SURVEY DISK
 AA3197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3197_STAMPING: VEN 23-16.8 1994
 AA3197_MARK LOGO: CADT  
 AA3197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3197+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 AA3197
 AA3197  HISTORY     - Date     Condition        Report By
 AA3197  HISTORY     - 1994     MONUMENTED       RBNF
 AA3197  HISTORY     - 19940629 GOOD             NGS
 AA3197
 AA3197                          STATION DESCRIPTION
 AA3197
 AA3197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3197'5.2 KM (3.25 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 AA3197'IN MOORPARK, 10.1 M (33.1 FT) EAST OF THE CENTER OF THE DRIVEWAY TO
 AA3197'HOUSE NUMBER 11766, 6.0 M (19.7 FT) SOUTHWEST OF THE HIGHWAY
 AA3197'CENTERLINE, 1.1 M (3.6 FT) NORTH OF THE SOUTH EDGE OF THE HIGHWAY, 0.3
 AA3197'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY CENTERLINE, AND THE MONUMENT
 AA3197'IS FLUSH WITH THE SHOULDER SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1597 ***********************************************************************
 JT1597  DESIGNATION -  23 2
 JT1597  PID         -  JT1597
 JT1597  STATE/COUNTY-  CA/NAPA
 JT1597  USGS QUAD   -  NAPA (1980)
 JT1597
 JT1597                         *CURRENT SURVEY CONTROL
 JT1597  ___________________________________________________________________
 JT1597* NAD 83(1986)-  38 20 53.     (N)    122 17 00.     (W)     SCALED    
 JT1597* NAVD 88     -        11.79   (+/-2cm)      38.7    (feet)  VERTCON   
 JT1597  ___________________________________________________________________
 JT1597  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1597  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1597
 JT1597.The horizontal coordinates were scaled from a topographic map and have
 JT1597.an estimated accuracy of +/- 6 seconds.
 JT1597
 JT1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1597.The vertical order pertains to the NGVD 29 superseded value.
 JT1597
 JT1597.The geoid height was determined by GEOID03.
 JT1597
 JT1597;                    North         East    Units  Estimated Accuracy
 JT1597;SPC CA 2     -   575,680.    1,975,230.      MT  (+/- 180 meters Scaled)
 JT1597
 JT1597                          SUPERSEDED SURVEY CONTROL
 JT1597
 JT1597  NGVD 29 (??/??/92)   10.99   (m)           36.1    (f) COMPUTED    1 1
 JT1597
 JT1597.Superseded values are not recommended for survey control.
 JT1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1597.See file dsdata.txt to determine how the superseded data were derived.
 JT1597
 JT1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH626446(NAD 83)
 JT1597_MARKER: DD = SURVEY DISK
 JT1597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1597_SP_SET: COPPER-CLAD STEEL ROD
 JT1597_MARK LOGO: CA2330
 JT1597_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1597
 JT1597  HISTORY     - Date     Condition        Report By
 JT1597  HISTORY     - 1972     MONUMENTED       CA2330
 JT1597
 JT1597                          STATION DESCRIPTION
 JT1597
 JT1597'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1597'4.0 MI (6.4 KM) NORTH FROM THE COUNTY COURTHOUSE AT NAPA, ON SILVERADO
 JT1597'TRAIL, 1177 FT (358.8 M) NORTH OF CENTERLINE OF HARDMAN AVENUE, 18.5
 JT1597'FT (5.6 M) EAST OF CENTERLINE IN ASPHALT SHOULDER OF ROAD, 82.9 FT
 JT1597'(25.3 M) SOUTH OF MONUMENT 23-D, 50.8 FT (15.5 M) NORTH OF CENTERLINE
 JT1597'OF BRIDGE OVER SMALL CREEK, 92 FT (28.0 M) NORTHWEST OF MONUMENT
 JT1597'23-1, 0.7 FT (0.2 M) BELOW TOP OF 10 INCH DIAMETER MONUMENT BOX SET
 JT1597'FLUSH WITH THE PAVEMENT, WITH THE WORD MONUMENT CAST IN THE COVER,
 JT1597'AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL
 JT1597'AT 20 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3194 ***********************************************************************
 AA3194  DESIGNATION -  23 20.2
 AA3194  PID         -  AA3194
 AA3194  STATE/COUNTY-  CA/VENTURA
 AA3194  USGS QUAD   -  MOORPARK (1974)
 AA3194
 AA3194                         *CURRENT SURVEY CONTROL
 AA3194  ___________________________________________________________________
 AA3194* NAD 83(1986)-  34 20 38.     (N)    118 54 40.     (W)     SCALED    
 AA3194* NAVD 88     -       267.231  (meters)     876.74   (feet)  ADJUSTED  
 AA3194  ___________________________________________________________________
 AA3194  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AA3194  DYNAMIC HT  -         266.935 (meters)     875.77  (feet)  COMP
 AA3194  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 AA3194
 AA3194  VERT ORDER  -  FIRST     CLASS II
 AA3194
 AA3194.The horizontal coordinates were scaled from a topographic map and have
 AA3194.an estimated accuracy of +/- 6 seconds.
 AA3194
 AA3194.The orthometric height was determined by differential leveling
 AA3194.and adjusted in June 1995.
 AA3194
 AA3194.The geoid height was determined by GEOID03.
 AA3194
 AA3194.The dynamic height is computed by dividing the NAVD 88
 AA3194.geopotential number by the normal gravity value computed on the
 AA3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3194.degrees latitude (g = 980.6199 gals.).
 AA3194
 AA3194.The modeled gravity was interpolated from observed gravity values.
 AA3194
 AA3194;                    North         East    Units  Estimated Accuracy
 AA3194;SPC CA 5     -   593,990.    1,916,170.      MT  (+/- 180 meters Scaled)
 AA3194
 AA3194                          SUPERSEDED SURVEY CONTROL
 AA3194
 AA3194.No superseded survey control is available for this station.
 AA3194
 AA3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU242019(NAD 83)
 AA3194_MARKER: DD = SURVEY DISK
 AA3194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3194_STAMPING: VEN 23-20.2 1994
 AA3194_MARK LOGO: CADT  
 AA3194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3194+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 AA3194
 AA3194  HISTORY     - Date     Condition        Report By
 AA3194  HISTORY     - 1994     MONUMENTED       RBNF
 AA3194  HISTORY     - 19940629 GOOD             NGS
 AA3194
 AA3194                          STATION DESCRIPTION
 AA3194
 AA3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3194'6.5 KM (4.05 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 AA3194'STATE HIGHWAY 126 IN FILLMORE, 7.1 M (23.3 FT) SOUTHEAST OF THE
 AA3194'HIGHWAY CENTERLINE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AA3194'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3192 ***********************************************************************
 AA3192  DESIGNATION -  23 21.1
 AA3192  PID         -  AA3192
 AA3192  STATE/COUNTY-  CA/VENTURA
 AA3192  USGS QUAD   -  MOORPARK (1974)
 AA3192
 AA3192                         *CURRENT SURVEY CONTROL
 AA3192  ___________________________________________________________________
 AA3192* NAD 83(1986)-  34 21 16.     (N)    118 55 09.     (W)     SCALED    
 AA3192* NAVD 88     -       208.205  (meters)     683.09   (feet)  ADJUSTED  
 AA3192  ___________________________________________________________________
 AA3192  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AA3192  DYNAMIC HT  -         207.977 (meters)     682.34  (feet)  COMP
 AA3192  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 AA3192
 AA3192  VERT ORDER  -  FIRST     CLASS II
 AA3192
 AA3192.The horizontal coordinates were scaled from a topographic map and have
 AA3192.an estimated accuracy of +/- 6 seconds.
 AA3192
 AA3192.The orthometric height was determined by differential leveling
 AA3192.and adjusted in June 1995.
 AA3192
 AA3192.The geoid height was determined by GEOID03.
 AA3192
 AA3192.The dynamic height is computed by dividing the NAVD 88
 AA3192.geopotential number by the normal gravity value computed on the
 AA3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3192.degrees latitude (g = 980.6199 gals.).
 AA3192
 AA3192.The modeled gravity was interpolated from observed gravity values.
 AA3192
 AA3192;                    North         East    Units  Estimated Accuracy
 AA3192;SPC CA 5     -   595,170.    1,915,440.      MT  (+/- 180 meters Scaled)
 AA3192
 AA3192                          SUPERSEDED SURVEY CONTROL
 AA3192
 AA3192.No superseded survey control is available for this station.
 AA3192
 AA3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU234031(NAD 83)
 AA3192_MARKER: DD = SURVEY DISK
 AA3192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3192_STAMPING: VEN 23-21.1 1994
 AA3192_MARK LOGO: CADT  
 AA3192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3192+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 AA3192
 AA3192  HISTORY     - Date     Condition        Report By
 AA3192  HISTORY     - 1994     MONUMENTED       RBNF
 AA3192  HISTORY     - 19940629 GOOD             NGS
 AA3192
 AA3192                          STATION DESCRIPTION
 AA3192
 AA3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3192'5.0 KM (3.10 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 AA3192'STATE HIGHWAY 126 IN FILLMORE, 16.2 M (53.1 FT) NORTHWEST OF THE
 AA3192'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A TRIPLE CULVERT UNDER THE
 AA3192'HIGHWAY, 6.8 M (22.3 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.7 M
 AA3192'(5.6 FT) SOUTHEAST OF THE NORTHWEST END OF A GUARDRAIL, 0.3 M (1.0 FT)
 AA3192'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.2 M
 AA3192'(0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3190 ***********************************************************************
 AA3190  DESIGNATION -  23 22.7
 AA3190  PID         -  AA3190
 AA3190  STATE/COUNTY-  CA/VENTURA
 AA3190  USGS QUAD   -  FILLMORE (1951)
 AA3190
 AA3190                         *CURRENT SURVEY CONTROL
 AA3190  ___________________________________________________________________
 AA3190* NAD 83(1986)-  34 22 31.     (N)    118 54 58.     (W)     SCALED    
 AA3190* NAVD 88     -       137.187  (meters)     450.09   (feet)  ADJUSTED  
 AA3190  ___________________________________________________________________
 AA3190  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AA3190  DYNAMIC HT  -         137.038 (meters)     449.60  (feet)  COMP
 AA3190  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 AA3190
 AA3190  VERT ORDER  -  FIRST     CLASS II
 AA3190
 AA3190.The horizontal coordinates were scaled from a topographic map and have
 AA3190.an estimated accuracy of +/- 6 seconds.
 AA3190
 AA3190.The orthometric height was determined by differential leveling
 AA3190.and adjusted in June 1995.
 AA3190
 AA3190.The geoid height was determined by GEOID03.
 AA3190
 AA3190.The dynamic height is computed by dividing the NAVD 88
 AA3190.geopotential number by the normal gravity value computed on the
 AA3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3190.degrees latitude (g = 980.6199 gals.).
 AA3190
 AA3190.The modeled gravity was interpolated from observed gravity values.
 AA3190
 AA3190;                    North         East    Units  Estimated Accuracy
 AA3190;SPC CA 5     -   597,470.    1,915,750.      MT  (+/- 180 meters Scaled)
 AA3190
 AA3190                          SUPERSEDED SURVEY CONTROL
 AA3190
 AA3190.No superseded survey control is available for this station.
 AA3190
 AA3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU238054(NAD 83)
 AA3190_MARKER: DD = SURVEY DISK
 AA3190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3190_STAMPING: VEN 23-22.7 1994
 AA3190_MARK LOGO: CADT  
 AA3190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3190+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 AA3190
 AA3190  HISTORY     - Date     Condition        Report By
 AA3190  HISTORY     - 1994     MONUMENTED       RBNF
 AA3190  HISTORY     - 19940629 GOOD             NGS
 AA3190
 AA3190                          STATION DESCRIPTION
 AA3190
 AA3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3190'2.4 KM (1.50 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 AA3190'STATE HIGHWAY 126 IN FILLMORE, 30.8 M (101.0 FT) SOUTH OF THE
 AA3190'CENTERLINE OF PASEDENA AVENUE, 5.7 M (18.7 FT) WEST OF THE HIGHWAY
 AA3190'CENTERLINE, 0.1 M (0.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AA3190'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3189 ***********************************************************************
 AA3189  DESIGNATION -  23 23.1
 AA3189  PID         -  AA3189
 AA3189  STATE/COUNTY-  CA/VENTURA
 AA3189  USGS QUAD   -  FILLMORE (1951)
 AA3189
 AA3189                         *CURRENT SURVEY CONTROL
 AA3189  ___________________________________________________________________
 AA3189* NAD 83(1986)-  34 22 55.31   (N)    118 54 56.81   (W)     HD_HELD1  
 AA3189* NAVD 88     -       131.620  (meters)     431.82   (feet)  ADJUSTED  
 AA3189  ___________________________________________________________________
 AA3189  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AA3189  DYNAMIC HT  -         131.478 (meters)     431.36  (feet)  COMP
 AA3189  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 AA3189
 AA3189  VERT ORDER  -  FIRST     CLASS II
 AA3189
 AA3189.The horizontal coordinates were established by differentially corrected
 AA3189.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AA3189
 AA3189.The orthometric height was determined by differential leveling
 AA3189.and adjusted in June 1995.
 AA3189
 AA3189.The geoid height was determined by GEOID03.
 AA3189
 AA3189.The dynamic height is computed by dividing the NAVD 88
 AA3189.geopotential number by the normal gravity value computed on the
 AA3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3189.degrees latitude (g = 980.6199 gals.).
 AA3189
 AA3189.The modeled gravity was interpolated from observed gravity values.
 AA3189
 AA3189;                    North         East    Units  Estimated Accuracy
 AA3189;SPC CA 5     -   598,222.7   1,915,782.4     MT  (+/- 3 meters HH1 GPS) 
 AA3189
 AA3189                          SUPERSEDED SURVEY CONTROL
 AA3189
 AA3189.No superseded survey control is available for this station.
 AA3189
 AA3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU2386606179(NAD 83)
 AA3189_MARKER: DD = SURVEY DISK
 AA3189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3189_STAMPING: VEN 23-23.1 1994
 AA3189_MARK LOGO: CADT  
 AA3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3189+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 AA3189
 AA3189  HISTORY     - Date     Condition        Report By
 AA3189  HISTORY     - 1994     MONUMENTED       RBNF
 AA3189  HISTORY     - 19940629 GOOD             NGS
 AA3189
 AA3189                          STATION DESCRIPTION
 AA3189
 AA3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3189'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 AA3189'STATE HIGHWAY 126 IN FILLMORE, 11.7 M (38.4 FT) SOUTH OF THE CENTER OF
 AA3189'A DRIVEWAY, 5.2 M (17.1 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 AA3189'CENTERLINE, 1.2 M (3.9 FT) EAST OF THE WEST EDGE OF THE HIGHWAY, AND
 AA3189'THE MONUMENT IS 1.0 METER LONG AND IS FLUSH WITH THE HIGHWAY SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1107 ***********************************************************************
 FU1107  DESIGNATION -  23 25 34 F USBR
 FU1107  PID         -  FU1107
 FU1107  STATE/COUNTY-  CA/TULARE
 FU1107  USGS QUAD   -  PIXLEY (1969)
 FU1107
 FU1107                         *CURRENT SURVEY CONTROL
 FU1107  ___________________________________________________________________
 FU1107* NAD 83(1986)-  35 53 29.     (N)    119 15 32.     (W)     SCALED    
 FU1107* NAVD 88     -        88.30   (+/-2cm)     289.7    (feet)  VERTCON   
 FU1107  ___________________________________________________________________
 FU1107  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FU1107  VERT ORDER  -  THIRD (See Below)
 FU1107
 FU1107.The horizontal coordinates were scaled from a topographic map and have
 FU1107.an estimated accuracy of +/- 6 seconds.
 FU1107
 FU1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1107.The vertical order pertains to the NGVD 29 superseded value.
 FU1107
 FU1107.The geoid height was determined by GEOID03.
 FU1107
 FU1107;                    North         East    Units  Estimated Accuracy
 FU1107;SPC CA 4     -   561,960.    1,976,630.      MT  (+/- 180 meters Scaled)
 FU1107
 FU1107                          SUPERSEDED SURVEY CONTROL
 FU1107
 FU1107  NGVD 29 (??/??/??)   87.49   (m)          287.0    (f) RESET       3  
 FU1107
 FU1107.Superseded values are not recommended for survey control.
 FU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1107.See file dsdata.txt to determine how the superseded data were derived.
 FU1107
 FU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV961742(NAD 83)
 FU1107_MARKER: DB = BENCH MARK DISK
 FU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1107_STAMPING: 23-25-34F
 FU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1107+STABILITY: SURFACE MOTION
 FU1107
 FU1107  HISTORY     - Date     Condition        Report By
 FU1107  HISTORY     - UNK      MONUMENTED       BOR
 FU1107  HISTORY     - 1954     GOOD             NGS
 FU1107  HISTORY     - 1966     GOOD             NGS
 FU1107
 FU1107                          STATION DESCRIPTION
 FU1107
 FU1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU1107'1.5 MI NE FROM EARLIMART.
 FU1107'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1107'FROM THE STATION AT EARLIMART, THENCE 1.0 MILE EAST ALONG
 FU1107'AVENUE 56 (8E), AT THE INTERSECTION OF ROAD 140 (18N), 49.0
 FU1107'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 26 1/2 FEET EAST
 FU1107'OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF POWER LINE
 FU1107'POLE 603260E WITH A GUY WIRE, 1.2 FEET SOUTH OF A WITNESS
 FU1107'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FU1107'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU1107
 FU1107                          STATION RECOVERY (1966)
 FU1107
 FU1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0846 ***********************************************************************
 FU0846  DESIGNATION -  23 26 21 G  USBR
 FU0846  PID         -  FU0846
 FU0846  STATE/COUNTY-  CA/TULARE
 FU0846  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0846
 FU0846                         *CURRENT SURVEY CONTROL
 FU0846  ___________________________________________________________________
 FU0846* NAD 83(1986)-  35 54 51.     (N)    119 10 46.     (W)     SCALED    
 FU0846* NAVD 88     -       109.69   (+/-2cm)     359.9    (feet)  VERTCON   
 FU0846  ___________________________________________________________________
 FU0846  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 FU0846  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU0846
 FU0846.The horizontal coordinates were scaled from a topographic map and have
 FU0846.an estimated accuracy of +/- 6 seconds.
 FU0846
 FU0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0846.The vertical order pertains to the NGVD 29 superseded value.
 FU0846
 FU0846.The geoid height was determined by GEOID03.
 FU0846
 FU0846;                    North         East    Units  Estimated Accuracy
 FU0846;SPC CA 4     -   564,470.    1,983,800.      MT  (+/- 180 meters Scaled)
 FU0846
 FU0846                          SUPERSEDED SURVEY CONTROL
 FU0846
 FU0846  NGVD 29 (??/??/92)  108.87   (m)          357.2    (f) COMPUTED    1 2
 FU0846
 FU0846.Superseded values are not recommended for survey control.
 FU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0846.See file dsdata.txt to determine how the superseded data were derived.
 FU0846
 FU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV033766(NAD 83)
 FU0846_MARKER: DB = BENCH MARK DISK
 FU0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0846_STAMPING: 23-26-21G
 FU0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0846+STABILITY: SURFACE MOTION
 FU0846
 FU0846  HISTORY     - Date     Condition        Report By
 FU0846  HISTORY     - UNK      MONUMENTED       BOR
 FU0846  HISTORY     - 1957     GOOD             NGS
 FU0846  HISTORY     - 1962     MARK NOT FOUND   NGS
 FU0846
 FU0846                          STATION DESCRIPTION
 FU0846
 FU0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0846'8 MI N FROM JOVISTA.
 FU0846'8.0 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC COMPANY
 FU0846'RAILROAD STATION AT JOVISTA, IN R26E T23S, IN THE SOUTHWEST
 FU0846'CORNER OF THE NORTHWEST QUARTER OF SECTION 21, AT THE
 FU0846'INTERSECTION OF A DIRT FARM ROAD, AT THE INTERSECTION OF POWER
 FU0846'LINES, 36 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 21 FEET
 FU0846'EAST OF THE CENTER LINE OF ROAD 176, 3 1/2 FEET SOUTH OF POWER
 FU0846'LINE POLE 915736E, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 1
 FU0846'FOOT HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE
 FU0846'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FU0846
 FU0846                          STATION RECOVERY (1962)
 FU0846
 FU0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0841 ***********************************************************************
 FU0841  DESIGNATION -  23 26 22 E USBR
 FU0841  PID         -  FU0841
 FU0841  STATE/COUNTY-  CA/TULARE
 FU0841  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0841
 FU0841                         *CURRENT SURVEY CONTROL
 FU0841  ___________________________________________________________________
 FU0841* NAD 83(1986)-  35 54 43.     (N)    119 08 38.     (W)     SCALED    
 FU0841* NAVD 88     -       123.70   (+/-2cm)     405.8    (feet)  VERTCON   
 FU0841  ___________________________________________________________________
 FU0841  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 FU0841  VERT ORDER  -  THIRD (See Below)
 FU0841
 FU0841.The horizontal coordinates were scaled from a topographic map and have
 FU0841.an estimated accuracy of +/- 6 seconds.
 FU0841
 FU0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0841.The vertical order pertains to the NGVD 29 superseded value.
 FU0841
 FU0841.The geoid height was determined by GEOID03.
 FU0841
 FU0841;                    North         East    Units  Estimated Accuracy
 FU0841;SPC CA 4     -   564,210.    1,987,010.      MT  (+/- 180 meters Scaled)
 FU0841
 FU0841                          SUPERSEDED SURVEY CONTROL
 FU0841
 FU0841  NGVD 29 (??/??/??)  122.88   (m)          403.1    (f) RESET       3  
 FU0841
 FU0841.Superseded values are not recommended for survey control.
 FU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0841.See file dsdata.txt to determine how the superseded data were derived.
 FU0841
 FU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV065763(NAD 83)
 FU0841_MARKER: DD = SURVEY DISK
 FU0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0841_STAMPING: 23-26-22E
 FU0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0841+STABILITY: SURFACE MOTION
 FU0841
 FU0841  HISTORY     - Date     Condition        Report By
 FU0841  HISTORY     - UNK      MONUMENTED       BOR
 FU0841  HISTORY     - 1957     GOOD             NGS
 FU0841  HISTORY     - 1966     GOOD             NGS
 FU0841
 FU0841                          STATION DESCRIPTION
 FU0841
 FU0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0841'7.9 MI SW FROM TERRA BELLA.
 FU0841'3.6 MILES WEST ALONG AVENUE 96 FROM THE SOUTHERN PACIFIC COMPANY
 FU0841'RAILROAD STATION AT TERRA BELLA, THENCE 4.3 MILES SOUTHWEST
 FU0841'ALONG THE FRIANT-KERN CANAL, IN R26E T23S, NEAR THE NORTHEAST
 FU0841'CORNER OF THE SOUTHEAST QUARTER OF SECTION 22, ABOUT 110 YARDS
 FU0841'NORTH OF THE NORTHEAST CORNER OF A MESH WIRE FENCE AROUND THE
 FU0841'WHEATLAND SUBSTATION OF THE SOUTHERN CALIFORNIA EDISON COMPANY,
 FU0841'150 FEET NORTH OF POWER LINE POLE 919912E, 109 FEET SOUTHEAST
 FU0841'OF THE CENTER LINE OF A DIRT ROAD ON THE TOP OF THE SOUTHEAST
 FU0841'LEVEE OF THE CANAL, 39 1/2 FEET WEST OF THE CENTER LINE OF ROAD
 FU0841'192 (24 1/2N), 1.5 FEET SOUTH OF A WITNESS POST, 0.7 FOOT
 FU0841'NORTHEAST OF THE NORTHEAST END OF A NORTHEAST-SOUTHWEST FENCE,
 FU0841'ABOUT 4 FEET LOWER THAN THE TOP OF THE LEVEE, AND SET IN THE
 FU0841'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FU0841
 FU0841                          STATION RECOVERY (1966)
 FU0841
 FU0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0845 ***********************************************************************
 FU0845  DESIGNATION -  23 26 28 G USBR
 FU0845  PID         -  FU0845
 FU0845  STATE/COUNTY-  CA/TULARE
 FU0845  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0845
 FU0845                         *CURRENT SURVEY CONTROL
 FU0845  ___________________________________________________________________
 FU0845* NAD 83(1986)-  35 54 00.     (N)    119 10 44.     (W)     SCALED    
 FU0845* NAVD 88     -       111.48   (+/-2cm)     365.7    (feet)  VERTCON   
 FU0845  ___________________________________________________________________
 FU0845  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 FU0845  VERT ORDER  -  THIRD (See Below)
 FU0845
 FU0845.The horizontal coordinates were scaled from a topographic map and have
 FU0845.an estimated accuracy of +/- 6 seconds.
 FU0845
 FU0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0845.The vertical order pertains to the NGVD 29 superseded value.
 FU0845
 FU0845.The geoid height was determined by GEOID03.
 FU0845
 FU0845;                    North         East    Units  Estimated Accuracy
 FU0845;SPC CA 4     -   562,890.    1,983,850.      MT  (+/- 180 meters Scaled)
 FU0845
 FU0845                          SUPERSEDED SURVEY CONTROL
 FU0845
 FU0845  NGVD 29 (??/??/??)  110.66   (m)          363.1    (f) RESET       3  
 FU0845
 FU0845.Superseded values are not recommended for survey control.
 FU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0845.See file dsdata.txt to determine how the superseded data were derived.
 FU0845
 FU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV033750(NAD 83)
 FU0845_MARKER: DD = SURVEY DISK
 FU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0845_STAMPING: 23-26-28G
 FU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0845+STABILITY: SURFACE MOTION
 FU0845
 FU0845  HISTORY     - Date     Condition        Report By
 FU0845  HISTORY     - UNK      MONUMENTED       BOR
 FU0845  HISTORY     - 1957     GOOD             NGS
 FU0845  HISTORY     - 1962     MARK NOT FOUND   NGS
 FU0845
 FU0845                          STATION DESCRIPTION
 FU0845
 FU0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0845'7 MI N FROM JOVISTA.
 FU0845'7.0 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC COMPANY
 FU0845'RAILROAD STATION AT JOVISTA, IN R26E T23S, IN THE SOUTHWEST
 FU0845'CORNER OF THE NORTHWEST QUARTER OF SECTION 28, AT THE T JUNCTION
 FU0845'OF AVENUE 60 LEADING WEST, 156.4 FEET SOUTHEAST OF AND ACROSS
 FU0845'THE ROAD FROM THE SOUTHEAST CORNER OF A FARMHOUSE, 34 FEET NORTH
 FU0845'OF THE PROLONGATION OF THE CENTER LINE OF THE AVENUE, 17 FEET
 FU0845'EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF POWER
 FU0845'LINE POLE 915712E, 1.5 FEET NORTH OF A 6- BY 6-INCH WOODEN
 FU0845'AVENUE MARKER POST, 0.7 FOOT WEST OF A WITNESS POST, ABOUT 1/2
 FU0845'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FU0845'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU0845
 FU0845                          STATION RECOVERY (1962)
 FU0845
 FU0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0825 ***********************************************************************
 FU0825  DESIGNATION -  23 26 33 G USBR
 FU0825  PID         -  FU0825
 FU0825  STATE/COUNTY-  CA/TULARE
 FU0825  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0825
 FU0825                         *CURRENT SURVEY CONTROL
 FU0825  ___________________________________________________________________
 FU0825* NAD 83(1986)-  35 53 08.     (N)    119 10 44.     (W)     SCALED    
 FU0825* NAVD 88     -       113.79   (+/-2cm)     373.3    (feet)  VERTCON   
 FU0825  ___________________________________________________________________
 FU0825  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 FU0825  VERT ORDER  -  THIRD (See Below)
 FU0825
 FU0825.The horizontal coordinates were scaled from a topographic map and have
 FU0825.an estimated accuracy of +/- 6 seconds.
 FU0825
 FU0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0825.The vertical order pertains to the NGVD 29 superseded value.
 FU0825
 FU0825.The geoid height was determined by GEOID03.
 FU0825
 FU0825;                    North         East    Units  Estimated Accuracy
 FU0825;SPC CA 4     -   561,290.    1,983,850.      MT  (+/- 180 meters Scaled)
 FU0825
 FU0825                          SUPERSEDED SURVEY CONTROL
 FU0825
 FU0825  NGVD 29 (??/??/??)  112.98   (m)          370.7    (f) RESET       3  
 FU0825
 FU0825.Superseded values are not recommended for survey control.
 FU0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0825.See file dsdata.txt to determine how the superseded data were derived.
 FU0825
 FU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV033734(NAD 83)
 FU0825_MARKER: DD = SURVEY DISK
 FU0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0825_STAMPING: 23-26-33G
 FU0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0825+STABILITY: SURFACE MOTION
 FU0825
 FU0825  HISTORY     - Date     Condition        Report By
 FU0825  HISTORY     - UNK      MONUMENTED       BOR
 FU0825  HISTORY     - 1953     GOOD             NGS
 FU0825  HISTORY     - 1962     GOOD             NGS
 FU0825
 FU0825                          STATION DESCRIPTION
 FU0825
 FU0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0825'6 MI N FROM JOVISTA.
 FU0825'6.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU0825'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION
 FU0825'OF AVENUE 52 (7-1/2 E), 29 FEET NORTH OF THE CENTER LINE OF THE
 FU0825'AVENUE, 21 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET
 FU0825'EAST OF AND ACROSS THE ROAD FROM POWER LINE POLE 133082, 2 FEET
 FU0825'NORTHWEST OF A POWER LINE POLE, 1.1 FEET EAST OF A WITNESS
 FU0825'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FU0825'ABOVE THE GROUND.  IN R26E T23S, IN THE SOUTHWEST CORNER OF THE
 FU0825'NORTHWEST QUARTER OF SECTION 33.
 FU0825
 FU0825                          STATION RECOVERY (1962)
 FU0825
 FU0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0857 ***********************************************************************
 FU0857  DESIGNATION -  23 26 4 F USBR
 FU0857  PID         -  FU0857
 FU0857  STATE/COUNTY-  CA/TULARE
 FU0857  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0857
 FU0857                         *CURRENT SURVEY CONTROL
 FU0857  ___________________________________________________________________
 FU0857* NAD 83(1986)-  35 57 53.     (N)    119 10 10.     (W)     SCALED    
 FU0857* NAVD 88     -       108.81   (+/-2cm)     357.0    (feet)  VERTCON   
 FU0857  ___________________________________________________________________
 FU0857  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 FU0857  VERT ORDER  -  THIRD (See Below)
 FU0857
 FU0857.The horizontal coordinates were scaled from a topographic map and have
 FU0857.an estimated accuracy of +/- 6 seconds.
 FU0857
 FU0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0857.The vertical order pertains to the NGVD 29 superseded value.
 FU0857
 FU0857.The geoid height was determined by GEOID03.
 FU0857
 FU0857;                    North         East    Units  Estimated Accuracy
 FU0857;SPC CA 4     -   570,070.    1,984,720.      MT  (+/- 180 meters Scaled)
 FU0857
 FU0857                          SUPERSEDED SURVEY CONTROL
 FU0857
 FU0857  NGVD 29 (??/??/??)  107.98   (m)          354.3    (f) RESET       3  
 FU0857
 FU0857.Superseded values are not recommended for survey control.
 FU0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0857.See file dsdata.txt to determine how the superseded data were derived.
 FU0857
 FU0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV043822(NAD 83)
 FU0857_MARKER: DD = SURVEY DISK
 FU0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0857_STAMPING: 23-26-4F
 FU0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0857+STABILITY: SURFACE MOTION
 FU0857
 FU0857  HISTORY     - Date     Condition        Report By
 FU0857  HISTORY     - UNK      MONUMENTED       BOR
 FU0857  HISTORY     - 1969     GOOD             NGS
 FU0857  HISTORY     - 1970     GOOD             NGS
 FU0857
 FU0857                          STATION DESCRIPTION
 FU0857
 FU0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FU0857'7 MI E FROM PIXLEY.
 FU0857'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0857'THE STATION AT PIXLEY, THENCE 6.8 MILES EAST ALONG AVENUE 96
 FU0857'(13E), 7.1 MILES WEST OF TERRA BELLA, AT THE NORTHEAST CORNER OF A
 FU0857'FARM YARD, AT THE CROSSING OF A FARM DIRT ROAD, 29 1/2 FEET SOUTH
 FU0857'OF THE CENTER LINE OF THE AVENUE, 13 FEET WEST OF THE CENTER LINE
 FU0857'OF THE ROAD, 5 FEET SOUTH OF A FENCE CORNER, 0.8 FEET EAST OF A
 FU0857'FENCE, 7 FEET SOUTH OF T JUNCTION POWER POLE 1687041E, 1.6 FEET
 FU0857'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN
 FU0857'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0857
 FU0857                          STATION RECOVERY (1970)
 FU0857
 FU0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0864 ***********************************************************************
 FU0864  DESIGNATION -  23 26 5 F USBR
 FU0864  PID         -  FU0864
 FU0864  STATE/COUNTY-  CA/TULARE
 FU0864  USGS QUAD   -  SAUSALITO SCHOOL (1977)
 FU0864
 FU0864                         *CURRENT SURVEY CONTROL
 FU0864  ___________________________________________________________________
 FU0864* NAD 83(1986)-  35 57 53.     (N)    119 11 15.     (W)     SCALED    
 FU0864* NAVD 88     -       104.57   (+/-2cm)     343.1    (feet)  VERTCON   
 FU0864  ___________________________________________________________________
 FU0864  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FU0864  VERT ORDER  -  THIRD (See Below)
 FU0864
 FU0864.The horizontal coordinates were scaled from a topographic map and have
 FU0864.an estimated accuracy of +/- 6 seconds.
 FU0864
 FU0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0864.The vertical order pertains to the NGVD 29 superseded value.
 FU0864
 FU0864.The geoid height was determined by GEOID03.
 FU0864
 FU0864;                    North         East    Units  Estimated Accuracy
 FU0864;SPC CA 4     -   570,080.    1,983,090.      MT  (+/- 180 meters Scaled)
 FU0864
 FU0864                          SUPERSEDED SURVEY CONTROL
 FU0864
 FU0864  NGVD 29 (??/??/??)  103.75   (m)          340.4    (f) RESET       3  
 FU0864
 FU0864.Superseded values are not recommended for survey control.
 FU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0864.See file dsdata.txt to determine how the superseded data were derived.
 FU0864
 FU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV027822(NAD 83)
 FU0864_MARKER: DD = SURVEY DISK
 FU0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0864_STAMPING: 23-26-5F
 FU0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0864+STABILITY: SURFACE MOTION
 FU0864
 FU0864  HISTORY     - Date     Condition        Report By
 FU0864  HISTORY     - UNK      MONUMENTED       BOR
 FU0864  HISTORY     - 1954     GOOD             NGS
 FU0864  HISTORY     - 1970     GOOD             NGS
 FU0864
 FU0864                          STATION DESCRIPTION
 FU0864
 FU0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU0864'6 MI E FROM PIXLEY.
 FU0864'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0864'THE STATION AT PIXLEY, THENCE 5.8 MILES EAST ALONG AVENUE 96
 FU0864'(13E), AT THE CROSSING OF A DIRT FARM ROAD, AT THE CROSSING OF
 FU0864'A POWER LINE, IN LINE WITH A ROW OF POWER LINE POLES, 95.6 FEET
 FU0864'SOUTHEAST OF AND ACROSS THE AVENUE FROM THE SOUTHEAST CORNER OF A
 FU0864'FARMHOUSE, 22 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 13
 FU0864'FEET WEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET WEST OF
 FU0864'POWER LINE POLE 852916E, 1.1 FEET EAST OF A WITNESS POST, ABOUT
 FU0864'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 FU0864'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FU0864
 FU0864                          STATION RECOVERY (1970)
 FU0864
 FU0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1946 ***********************************************************************
 JT1946  DESIGNATION -  23 3
 JT1946  PID         -  JT1946
 JT1946  STATE/COUNTY-  CA/NAPA
 JT1946  USGS QUAD   -  NAPA (1980)
 JT1946
 JT1946                         *CURRENT SURVEY CONTROL
 JT1946  ___________________________________________________________________
 JT1946* NAD 83(1986)-  38 21 28.     (N)    122 17 15.     (W)     SCALED    
 JT1946* NAVD 88     -        17.59   (+/-2cm)      57.7    (feet)  VERTCON   
 JT1946  ___________________________________________________________________
 JT1946  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JT1946  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1946
 JT1946.The horizontal coordinates were scaled from a topographic map and have
 JT1946.an estimated accuracy of +/- 6 seconds.
 JT1946
 JT1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1946.The vertical order pertains to the NGVD 29 superseded value.
 JT1946
 JT1946.The geoid height was determined by GEOID03.
 JT1946
 JT1946;                    North         East    Units  Estimated Accuracy
 JT1946;SPC CA 2     -   576,760.    1,974,870.      MT  (+/- 180 meters Scaled)
 JT1946
 JT1946                          SUPERSEDED SURVEY CONTROL
 JT1946
 JT1946  NGVD 29 (??/??/92)   16.78   (m)           55.1    (f) COMPUTED    1 1
 JT1946
 JT1946.Superseded values are not recommended for survey control.
 JT1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1946.See file dsdata.txt to determine how the superseded data were derived.
 JT1946
 JT1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622457(NAD 83)
 JT1946_MARKER: Z = SEE DESCRIPTION
 JT1946_SETTING: 0 = UNSPECIFIED SETTING
 JT1946_MARK LOGO: CA2330
 JT1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1946
 JT1946  HISTORY     - Date     Condition        Report By
 JT1946  HISTORY     - 1971     MONUMENTED       CA2330
 JT1946
 JT1946                          STATION DESCRIPTION
 JT1946
 JT1946'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1946'AT INTERSECTION OF SILVERADO TRAIL AND SODA CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1596 ***********************************************************************
 JT1596  DESIGNATION -  23 4
 JT1596  PID         -  JT1596
 JT1596  STATE/COUNTY-  CA/NAPA
 JT1596  USGS QUAD   -  NAPA (1980)
 JT1596
 JT1596                         *CURRENT SURVEY CONTROL
 JT1596  ___________________________________________________________________
 JT1596* NAD 83(1986)-  38 22 14.     (N)    122 18 04.     (W)     SCALED    
 JT1596* NAVD 88     -        18.77   (+/-2cm)      61.6    (feet)  VERTCON   
 JT1596  ___________________________________________________________________
 JT1596  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JT1596  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1596
 JT1596.The horizontal coordinates were scaled from a topographic map and have
 JT1596.an estimated accuracy of +/- 6 seconds.
 JT1596
 JT1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1596.The vertical order pertains to the NGVD 29 superseded value.
 JT1596
 JT1596.The geoid height was determined by GEOID03.
 JT1596
 JT1596;                    North         East    Units  Estimated Accuracy
 JT1596;SPC CA 2     -   578,180.    1,973,690.      MT  (+/- 180 meters Scaled)
 JT1596
 JT1596                          SUPERSEDED SURVEY CONTROL
 JT1596
 JT1596  NGVD 29 (??/??/92)   17.96   (m)           58.9    (f) COMPUTED    1 1
 JT1596
 JT1596.Superseded values are not recommended for survey control.
 JT1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1596.See file dsdata.txt to determine how the superseded data were derived.
 JT1596
 JT1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610471(NAD 83)
 JT1596_MARKER: DD = SURVEY DISK
 JT1596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1596_SP_SET: COPPER-CLAD STEEL ROD
 JT1596_MARK LOGO: CA2330
 JT1596_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1596
 JT1596  HISTORY     - Date     Condition        Report By
 JT1596  HISTORY     - 1972     MONUMENTED       CA2330
 JT1596
 JT1596                          STATION DESCRIPTION
 JT1596
 JT1596'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1596'5.1 MI (8.2 KM) NORTH FROM THE COUNTY COURTHOUSE AT NAPA, ON SILVERADO
 JT1596'TRAIL, 250 FT (76.2 M) NORTH OF CENTERLINE OF OAK KNOLL AVENUE, 41 FT
 JT1596'(12.5 M) EAST OF CENTERLINE SILVERADO TRAIL, 6.5 FT (2.0 M) EAST OF
 JT1596'POWER POLE 96, 3 FT (0.9 M) EAST OF 2 INCH IRON PIPE WITNESS POST,
 JT1596'1.5 FT (0.5 M) WEST OF FENCE, 0.5 FT (0.2 M) BELOW TOP OF 10 INCH
 JT1596'DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND, WITH THE WORD
 JT1596'MONUMENT CAST IN THE COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD
 JT1596'STEEL ROD DRIVEN TO REFUSAL AT 20 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1944 ***********************************************************************
 JT1944  DESIGNATION -  23 A
 JT1944  PID         -  JT1944
 JT1944  STATE/COUNTY-  CA/NAPA
 JT1944  USGS QUAD   -  NAPA (1980)
 JT1944
 JT1944                         *CURRENT SURVEY CONTROL
 JT1944  ___________________________________________________________________
 JT1944* NAD 83(1986)-  38 19 55.     (N)    122 16 45.     (W)     SCALED    
 JT1944* NAVD 88     -        10.42   (+/-2cm)      34.2    (feet)  VERTCON   
 JT1944  ___________________________________________________________________
 JT1944  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT1944  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1944
 JT1944.The horizontal coordinates were scaled from a topographic map and have
 JT1944.an estimated accuracy of +/- 6 seconds.
 JT1944
 JT1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1944.The vertical order pertains to the NGVD 29 superseded value.
 JT1944
 JT1944.The geoid height was determined by GEOID03.
 JT1944
 JT1944;                    North         East    Units  Estimated Accuracy
 JT1944;SPC CA 2     -   573,890.    1,975,590.      MT  (+/- 180 meters Scaled)
 JT1944
 JT1944                          SUPERSEDED SURVEY CONTROL
 JT1944
 JT1944  NGVD 29 (??/??/92)    9.63   (m)           31.6    (f) COMPUTED    1 1
 JT1944
 JT1944.Superseded values are not recommended for survey control.
 JT1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1944.See file dsdata.txt to determine how the superseded data were derived.
 JT1944
 JT1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH630428(NAD 83)
 JT1944_MARKER: DD = SURVEY DISK
 JT1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1944_SP_SET: CONCRETE POST
 JT1944_MARK LOGO: CA2330
 JT1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1944+STABILITY: SURFACE MOTION
 JT1944
 JT1944  HISTORY     - Date     Condition        Report By
 JT1944  HISTORY     - 1971     MONUMENTED       CA2330
 JT1944
 JT1944                          STATION DESCRIPTION
 JT1944
 JT1944'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1944'ALONG SILVERADO TRAIL, 2500 FT (762.0 M) NORTH OF TRANCAS AVENUE AT
 JT1944'NO. 2149, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5558 ***********************************************************************
 AB5558  DESIGNATION -  23 A 69
 AB5558  PID         -  AB5558
 AB5558  STATE/COUNTY-  CA/RIVERSIDE
 AB5558  USGS QUAD   -  STEELE PEAK (1978)
 AB5558
 AB5558                         *CURRENT SURVEY CONTROL
 AB5558  ___________________________________________________________________
 AB5558* NAD 83(1986)-  33 50 50.     (N)    117 15 16.     (W)     SCALED    
 AB5558* NAVD 88     -       458.590  (meters)    1504.56   (feet)  ADJUSTED  
 AB5558  ___________________________________________________________________
 AB5558  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AB5558  DYNAMIC HT  -         458.071 (meters)    1502.85  (feet)  COMP
 AB5558  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 AB5558
 AB5558  VERT ORDER  -  FIRST     CLASS II
 AB5558
 AB5558.The horizontal coordinates were scaled from a topographic map and have
 AB5558.an estimated accuracy of +/- 6 seconds.
 AB5558
 AB5558.The orthometric height was determined by differential leveling
 AB5558.and adjusted in October 1996.
 AB5558
 AB5558.The geoid height was determined by GEOID03.
 AB5558
 AB5558.The dynamic height is computed by dividing the NAVD 88
 AB5558.geopotential number by the normal gravity value computed on the
 AB5558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5558.degrees latitude (g = 980.6199 gals.).
 AB5558
 AB5558.The modeled gravity was interpolated from observed gravity values.
 AB5558
 AB5558;                    North         East    Units  Estimated Accuracy
 AB5558;SPC CA 6     -   686,830.    1,907,040.      MT  (+/- 180 meters Scaled)
 AB5558
 AB5558                          SUPERSEDED SURVEY CONTROL
 AB5558
 AB5558.No superseded survey control is available for this station.
 AB5558
 AB5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT764452(NAD 83)
 AB5558_MARKER: DB = BENCH MARK DISK
 AB5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5558_STAMPING: BM 23A-69
 AB5558_MARK LOGO: CADH  
 AB5558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5558+STABILITY: SURFACE MOTION
 AB5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5558+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AB5558
 AB5558  HISTORY     - Date     Condition        Report By
 AB5558  HISTORY     - 1969     MONUMENTED       CADT
 AB5558
 AB5558                          STATION DESCRIPTION
 AB5558
 AB5558'DESCRIBED BY CALTRANS 1969
 AB5558'NEAR PERRIS, FROM INTERSECTION OF INTERSTATE 215 AND CAJALCO EXPWY
 AB5558'PROCEED WESTERLY ALONG CAJALCO EXPWY TO A STREET, PROCEED NORTHERLY
 AB5558'ALONG A STREET TO MESSENIA LANE, PROCEED NORTHEASTERLY ALONG MESSENIA
 AB5558'LANE TO END OF PAVEMENT, CONTINUE NORTHEASTERLY ACROSS DIRT AREA
 AB5558'APPROXIMATELY 0.15 MILES (0.24 KM) TO MONUMENT, 0.3 MILES (0.5 KM)
 AB5558'NORTH ALONG RAILROAD TRACKS FROM THE INTERSECTION OF THE RAILROAD
 AB5558'TRACKS AND CAJALCO EXPWY BRIDGE, 4.5 FEET (1.4 M) WEST OF CHAIN-LINK
 AB5558'FENCE, 24 FEET (7.3 M) EAST OF RAILROAD TRACKS, INDICATED BY AN
 AB5558'ALUMINUM POST, FOUND A CA. DIV. OF HWY. BRASS DISK STAMPED BM 23A-69.
 AB5558'REFERENCE MWD FB 4205 06 006.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1945 ***********************************************************************
 JT1945  DESIGNATION -  23 B
 JT1945  PID         -  JT1945
 JT1945  STATE/COUNTY-  CA/NAPA
 JT1945  USGS QUAD   -  NAPA (1980)
 JT1945
 JT1945                         *CURRENT SURVEY CONTROL
 JT1945  ___________________________________________________________________
 JT1945* NAD 83(1986)-  38 20 08.     (N)    122 16 52.     (W)     SCALED    
 JT1945* NAVD 88     -        11.35   (+/-2cm)      37.2    (feet)  VERTCON   
 JT1945  ___________________________________________________________________
 JT1945  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JT1945  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1945
 JT1945.The horizontal coordinates were scaled from a topographic map and have
 JT1945.an estimated accuracy of +/- 6 seconds.
 JT1945
 JT1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1945.The vertical order pertains to the NGVD 29 superseded value.
 JT1945
 JT1945.The geoid height was determined by GEOID03.
 JT1945
 JT1945;                    North         East    Units  Estimated Accuracy
 JT1945;SPC CA 2     -   574,290.    1,975,420.      MT  (+/- 180 meters Scaled)
 JT1945
 JT1945                          SUPERSEDED SURVEY CONTROL
 JT1945
 JT1945  NGVD 29 (??/??/92)   10.55   (m)           34.6    (f) COMPUTED    1 1
 JT1945
 JT1945.Superseded values are not recommended for survey control.
 JT1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1945.See file dsdata.txt to determine how the superseded data were derived.
 JT1945
 JT1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628432(NAD 83)
 JT1945_MARKER: DD = SURVEY DISK
 JT1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1945_SP_SET: CONCRETE POST
 JT1945_MARK LOGO: CA2330
 JT1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1945+STABILITY: SURFACE MOTION
 JT1945
 JT1945  HISTORY     - Date     Condition        Report By
 JT1945  HISTORY     - 1971     MONUMENTED       CA2330
 JT1945
 JT1945                          STATION DESCRIPTION
 JT1945
 JT1945'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1945'ALONG SILVERADO TRAIL, 4500 FT (1371.6 M) NORTH OF TRANCAS AVENUE AT
 JT1945'NO. 2255, 17 FT (5.2 M) WEST OF PAINTED CENTERLINE, A WELL TYPE
 JT1945'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1800 ***********************************************************************
 EW1800  DESIGNATION -  23 B C OF LA
 EW1800  PID         -  EW1800
 EW1800  STATE/COUNTY-  CA/LOS ANGELES
 EW1800  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1800
 EW1800                         *CURRENT SURVEY CONTROL
 EW1800  ___________________________________________________________________
 EW1800* NAD 83(1986)-  34 03 00.     (N)    118 29 05.     (W)     SCALED    
 EW1800* NAVD 88     -       104.77   (+/-2cm)     343.7    (feet)  VERTCON   
 EW1800  ___________________________________________________________________
 EW1800  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW1800  VERT ORDER  -  THIRD (See Below)
 EW1800
 EW1800.The horizontal coordinates were scaled from a topographic map and have
 EW1800.an estimated accuracy of +/- 6 seconds.
 EW1800
 EW1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1800.The vertical order pertains to the NGVD 29 superseded value.
 EW1800
 EW1800.The geoid height was determined by GEOID03.
 EW1800
 EW1800;                    North         East    Units  Estimated Accuracy
 EW1800;SPC CA 5     -   561,120.    1,955,250.      MT  (+/- 180 meters Scaled)
 EW1800
 EW1800                          SUPERSEDED SURVEY CONTROL
 EW1800
 EW1800  NGVD 29 (??/??/??)  104.00   (m)          341.2    (f) RESET       3  
 EW1800
 EW1800.Superseded values are not recommended for survey control.
 EW1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1800.See file dsdata.txt to determine how the superseded data were derived.
 EW1800
 EW1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT629686(NAD 83)
 EW1800_MARKER: DD = SURVEY DISK
 EW1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1800_STAMPING: 23-B 341.14
 EW1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1800+STABILITY: SURFACE MOTION
 EW1800
 EW1800  HISTORY     - Date     Condition        Report By
 EW1800  HISTORY     - UNK      MONUMENTED       CA1980
 EW1800  HISTORY     - 1945     GOOD             NGS
 EW1800
 EW1800                          STATION DESCRIPTION
 EW1800
 EW1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1800'AT LOS ANGELES.
 EW1800'AT LOS ANGELES NEAR THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1800'AND BRISTOL AVENUE.  LOCATED 2.0 FEET NORTH OF THE NORTH CURB
 EW1800'OF SAN VICENTE BOULEVARD, AND 133.4 FEET EAST OF THE EAST CURBLINE
 EW1800'OF BRISTOL AVENUE.  MARK IS ABOUT 1/4 INCH HIGHER THAN CURB
 EW1800'AND ABOUT 1/2 INCH BELOW THE GROUND LEVEL.  A CITY OF LOS
 EW1800'ANGELES STANDARD DISK, STAMPED 23 B 341.14 AND SET IN THE TOP
 EW1800'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1212 ***********************************************************************
 FT1212  DESIGNATION -  23 BIS
 FT1212  PID         -  FT1212
 FT1212  STATE/COUNTY-  CA/KERN
 FT1212  USGS QUAD   -  SALTDALE NW (1967)
 FT1212
 FT1212                         *CURRENT SURVEY CONTROL
 FT1212  ___________________________________________________________________
 FT1212* NAD 83(1986)-  35 25 17.     (N)    117 58 41.     (W)     SCALED    
 FT1212* NAVD 88     -       987.134  (meters)    3238.62   (feet)  ADJUSTED  
 FT1212  ___________________________________________________________________
 FT1212  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FT1212  DYNAMIC HT  -         985.993 (meters)    3234.88  (feet)  COMP
 FT1212  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 FT1212
 FT1212  VERT ORDER  -  FIRST     CLASS II
 FT1212
 FT1212.The horizontal coordinates were scaled from a topographic map and have
 FT1212.an estimated accuracy of +/- 6 seconds.
 FT1212
 FT1212.The orthometric height was determined by differential leveling
 FT1212.and adjusted in June 1991.
 FT1212
 FT1212.The geoid height was determined by GEOID03.
 FT1212
 FT1212.The dynamic height is computed by dividing the NAVD 88
 FT1212.geopotential number by the normal gravity value computed on the
 FT1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1212.degrees latitude (g = 980.6199 gals.).
 FT1212
 FT1212.The modeled gravity was interpolated from observed gravity values.
 FT1212
 FT1212;                    North         East    Units  Estimated Accuracy
 FT1212;SPC CA 5     -   713,140.    2,001,990.      MT  (+/- 180 meters Scaled)
 FT1212
 FT1212                          SUPERSEDED SURVEY CONTROL
 FT1212
 FT1212.No superseded survey control is available for this station.
 FT1212
 FT1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV112202(NAD 83)
 FT1212_MARKER: DB = BENCH MARK DISK
 FT1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1212_SP_SET: CONCRETE POST
 FT1212_STAMPING: 23 BIS 1966 3236
 FT1212_MARK LOGO: USGS  
 FT1212_PROJECTION: PROJECTING 10 CENTIMETERS
 FT1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1212+STABILITY: SURFACE MOTION
 FT1212
 FT1212  HISTORY     - Date     Condition        Report By
 FT1212  HISTORY     - 1966     MONUMENTED       USGS
 FT1212  HISTORY     - 1983     GOOD             NGS
 FT1212
 FT1212                          STATION DESCRIPTION
 FT1212
 FT1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1212'15.6 KM (9.7 MI) NORTH FROM CANTIL.
 FT1212'15.6 KM (9.7 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1212'CANTIL, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 45, 0.9 KM (0.55 MI) NORTH
 FT1212'OF A DIRT ROAD LEADING WEST, ON TOP OF A CUT, 15.2 METERS (50 FT) EAST
 FT1212'OF THE NORTH BOUND HIGHWAY CENTERLINE (SLOPE MEASUREMENT).
 FT1212'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FT1212'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1941 ***********************************************************************
 JT1941  DESIGNATION -  23 C
 JT1941  PID         -  JT1941
 JT1941  STATE/COUNTY-  CA/NAPA
 JT1941  USGS QUAD   -  NAPA (1980)
 JT1941
 JT1941                         *CURRENT SURVEY CONTROL
 JT1941  ___________________________________________________________________
 JT1941* NAD 83(1986)-  38 20 40.     (N)    122 16 58.     (W)     SCALED    
 JT1941* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 JT1941  ___________________________________________________________________
 JT1941  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT1941  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1941
 JT1941.The horizontal coordinates were scaled from a topographic map and have
 JT1941.an estimated accuracy of +/- 6 seconds.
 JT1941
 JT1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1941.The vertical order pertains to the NGVD 29 superseded value.
 JT1941
 JT1941.The geoid height was determined by GEOID03.
 JT1941
 JT1941;                    North         East    Units  Estimated Accuracy
 JT1941;SPC CA 2     -   575,280.    1,975,280.      MT  (+/- 180 meters Scaled)
 JT1941
 JT1941                          SUPERSEDED SURVEY CONTROL
 JT1941
 JT1941  NGVD 29 (??/??/92)   10.78   (m)           35.4    (f) COMPUTED    1 1
 JT1941
 JT1941.Superseded values are not recommended for survey control.
 JT1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1941.See file dsdata.txt to determine how the superseded data were derived.
 JT1941
 JT1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH626442(NAD 83)
 JT1941_MARKER: DD = SURVEY DISK
 JT1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1941_SP_SET: CONCRETE POST
 JT1941_MARK LOGO: CA2330
 JT1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1941+STABILITY: SURFACE MOTION
 JT1941
 JT1941  HISTORY     - Date     Condition        Report By
 JT1941  HISTORY     - 1971     MONUMENTED       CA2330
 JT1941
 JT1941                          STATION DESCRIPTION
 JT1941
 JT1941'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1941'AT INTERSECTION OF SILVERADO TRAIL AND HARDMAN AVENUE, 16 FT (4.9 M)
 JT1941'WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0209 ***********************************************************************
 MX0209  DESIGNATION -  23 C USGS
 MX0209  PID         -  MX0209
 MX0209  STATE/COUNTY-  CA/TRINITY
 MX0209  USGS QUAD   -  CARRVILLE (1986)
 MX0209
 MX0209                         *CURRENT SURVEY CONTROL
 MX0209  ___________________________________________________________________
 MX0209* NAD 83(1986)-  41 01 43.     (N)    122 41 23.     (W)     SCALED    
 MX0209* NAVD 88     -       702.609  (meters)    2305.14   (feet)  ADJUSTED  
 MX0209  ___________________________________________________________________
 MX0209  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 MX0209  DYNAMIC HT  -         702.184 (meters)    2303.75  (feet)  COMP
 MX0209  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 MX0209
 MX0209  VERT ORDER  -  SECOND    CLASS 0
 MX0209
 MX0209.The horizontal coordinates were scaled from a topographic map and have
 MX0209.an estimated accuracy of +/- 6 seconds.
 MX0209
 MX0209.The orthometric height was determined by differential leveling
 MX0209.and adjusted in June 1991.
 MX0209
 MX0209.The geoid height was determined by GEOID03.
 MX0209
 MX0209.The dynamic height is computed by dividing the NAVD 88
 MX0209.geopotential number by the normal gravity value computed on the
 MX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0209.degrees latitude (g = 980.6199 gals.).
 MX0209
 MX0209.The modeled gravity was interpolated from observed gravity values.
 MX0209
 MX0209;                    North         East    Units  Estimated Accuracy
 MX0209;SPC CA 1     -   688,470.    1,942,000.      MT  (+/- 180 meters Scaled)
 MX0209
 MX0209                          SUPERSEDED SURVEY CONTROL
 MX0209
 MX0209  NGVD 29 (??/??/??)  701.660  (m)         2302.03   (f) ADJUSTED    2 0
 MX0209
 MX0209.Superseded values are not recommended for survey control.
 MX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0209.See file dsdata.txt to determine how the superseded data were derived.
 MX0209
 MX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL260419(NAD 83)
 MX0209_MARKER: DB = BENCH MARK DISK
 MX0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0209_SP_SET: BRIDGE
 MX0209_STAMPING: 23 C 1931
 MX0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0209
 MX0209  HISTORY     - Date     Condition        Report By
 MX0209  HISTORY     - 1931     MONUMENTED       USGS
 MX0209  HISTORY     - 1940     GOOD             NGS
 MX0209  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 MX0209
 MX0209                          STATION DESCRIPTION
 MX0209
 MX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MX0209'1.4 MI N FROM TRINITY CENTER.
 MX0209'1.4 MILES NORTH ALONG THE WEAVERVILLE-CALLAHAN ROAD FROM TRINITY
 MX0209'CENTER, TRINITY COUNTY, 21 PACES EAST OF THE ROAD, AT AN OLD
 MX0209'BRIDGE, AND IN THE TOP OF THE SOUTHERNMOST CONCRETE PIER.  A
 MX0209'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 23 C 1931.
 MX0209'NOTE-- THIS MARK IS BELOW THE HIGH-WATER ELEVATION OF TRINITY
 MX0209'DAM RESERVOIR.
 MX0209
 MX0209                          STATION RECOVERY (2006)
 MX0209
 MX0209'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 MX0209'VISITED THE EXACT GIVEN COORDINATES. WATER SURROUNDED THE GIVEN
 MX0209'COORDINATES WITH 100 FEET IN ALL DIRECTIONS. THE WATER LEVEL THIS DAY
 MX0209'WAS AT 2347 FEET ALTITUDE PUTTING THIS MARK APPROXIMATELY 42 FEET
 MX0209'UNDER THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0496 ***********************************************************************
 HS0496  DESIGNATION -  23 CAHD
 HS0496  PID         -  HS0496
 HS0496  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0496  USGS QUAD   -  LATHROP (1987)
 HS0496
 HS0496                         *CURRENT SURVEY CONTROL
 HS0496  ___________________________________________________________________
 HS0496* NAD 83(1986)-  37 50 41.     (N)    121 17 02.     (W)     SCALED    
 HS0496* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 HS0496  ___________________________________________________________________
 HS0496  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HS0496  VERT ORDER  -  THIRD (See Below)
 HS0496
 HS0496.The horizontal coordinates were scaled from a topographic map and have
 HS0496.an estimated accuracy of +/- 6 seconds.
 HS0496
 HS0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0496.The vertical order pertains to the NGVD 29 superseded value.
 HS0496
 HS0496.The geoid height was determined by GEOID03.
 HS0496
 HS0496;                    North         East    Units  Estimated Accuracy
 HS0496;SPC CA 3     -   649,530.    1,931,010.      MT  (+/- 180 meters Scaled)
 HS0496
 HS0496                          SUPERSEDED SURVEY CONTROL
 HS0496
 HS0496  NGVD 29 (??/??/??)    4.71   (m)           15.5    (f) RESET       3  
 HS0496
 HS0496.Superseded values are not recommended for survey control.
 HS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0496.See file dsdata.txt to determine how the superseded data were derived.
 HS0496
 HS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG509899(NAD 83)
 HS0496_MARKER: DD = SURVEY DISK
 HS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0496+STABILITY: SURFACE MOTION
 HS0496
 HS0496  HISTORY     - Date     Condition        Report By
 HS0496  HISTORY     - UNK      MONUMENTED       CADH
 HS0496  HISTORY     - 1959     GOOD             NGS
 HS0496
 HS0496                          STATION DESCRIPTION
 HS0496
 HS0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0496'2.7 MI S FROM FRENCH CAMP.
 HS0496'2.7 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 HS0496'MATHEWS ROAD AT FRENCH CAMP, AT THE T JUNCTION OF KLO ROAD, 54
 HS0496'FEET NORTH OF THE CENTER LINE OF AN ASPHALT CROSSOVER BETWEEN
 HS0496'THE EAST AND WEST TRAFFIC LANES OF THE HIGHWAY, 82 FEET WEST OF
 HS0496'THE CENTER LINE OF THE EAST TRAFFIC LANES, 37 FEET EAST OF THE
 HS0496'CENTER LINE OF THE WEST TRAFFIC LANES, 1.5 FEET NORTH OF A METAL
 HS0496'STATION MARKER PAINTED MON 23, ABOUT 2 FEET LOWER THAN THE WEST
 HS0496'TRAFFIC LANES, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HS0496'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1942 ***********************************************************************
 JT1942  DESIGNATION -  23 D
 JT1942  PID         -  JT1942
 JT1942  STATE/COUNTY-  CA/NAPA
 JT1942  USGS QUAD   -  NAPA (1980)
 JT1942
 JT1942                         *CURRENT SURVEY CONTROL
 JT1942  ___________________________________________________________________
 JT1942* NAD 83(1986)-  38 20 56.     (N)    122 17 01.     (W)     SCALED    
 JT1942* NAVD 88     -        11.69   (+/-2cm)      38.4    (feet)  VERTCON   
 JT1942  ___________________________________________________________________
 JT1942  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1942  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1942
 JT1942.The horizontal coordinates were scaled from a topographic map and have
 JT1942.an estimated accuracy of +/- 6 seconds.
 JT1942
 JT1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1942.The vertical order pertains to the NGVD 29 superseded value.
 JT1942
 JT1942.The geoid height was determined by GEOID03.
 JT1942
 JT1942;                    North         East    Units  Estimated Accuracy
 JT1942;SPC CA 2     -   575,770.    1,975,210.      MT  (+/- 180 meters Scaled)
 JT1942
 JT1942                          SUPERSEDED SURVEY CONTROL
 JT1942
 JT1942  NGVD 29 (??/??/92)   10.88   (m)           35.7    (f) COMPUTED    1 1
 JT1942
 JT1942.Superseded values are not recommended for survey control.
 JT1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1942.See file dsdata.txt to determine how the superseded data were derived.
 JT1942
 JT1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625447(NAD 83)
 JT1942_MARKER: DD = SURVEY DISK
 JT1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1942_SP_SET: CONCRETE POST
 JT1942_MARK LOGO: CA2330
 JT1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1942+STABILITY: SURFACE MOTION
 JT1942
 JT1942  HISTORY     - Date     Condition        Report By
 JT1942  HISTORY     - 1971     MONUMENTED       CA2330
 JT1942
 JT1942                          STATION DESCRIPTION
 JT1942
 JT1942'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1942'ALONG SILVERADO TRAIL, 1200 FT (365.8 M) NORTH OF HARDMAN, NORTH OF
 JT1942'CREEK, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1930 ***********************************************************************
 JT1930  DESIGNATION -  23 E
 JT1930  PID         -  JT1930
 JT1930  STATE/COUNTY-  CA/NAPA
 JT1930  USGS QUAD   -  NAPA (1980)
 JT1930
 JT1930                         *CURRENT SURVEY CONTROL
 JT1930  ___________________________________________________________________
 JT1930* NAD 83(1986)-  38 21 05.     (N)    122 17 09.     (W)     SCALED    
 JT1930* NAVD 88     -        16.38   (+/-2cm)      53.7    (feet)  VERTCON   
 JT1930  ___________________________________________________________________
 JT1930  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT1930  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1930
 JT1930.The horizontal coordinates were scaled from a topographic map and have
 JT1930.an estimated accuracy of +/- 6 seconds.
 JT1930
 JT1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1930.The vertical order pertains to the NGVD 29 superseded value.
 JT1930
 JT1930.The geoid height was determined by GEOID03.
 JT1930
 JT1930;                    North         East    Units  Estimated Accuracy
 JT1930;SPC CA 2     -   576,050.    1,975,020.      MT  (+/- 180 meters Scaled)
 JT1930
 JT1930                          SUPERSEDED SURVEY CONTROL
 JT1930
 JT1930  NGVD 29 (??/??/92)   15.58   (m)           51.1    (f) COMPUTED    1 1
 JT1930
 JT1930.Superseded values are not recommended for survey control.
 JT1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1930.See file dsdata.txt to determine how the superseded data were derived.
 JT1930
 JT1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624450(NAD 83)
 JT1930_MARKER: DD = SURVEY DISK
 JT1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1930_SP_SET: CONCRETE POST
 JT1930_MARK LOGO: CA2330
 JT1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1930+STABILITY: SURFACE MOTION
 JT1930
 JT1930  HISTORY     - Date     Condition        Report By
 JT1930  HISTORY     - 1971     MONUMENTED       CA2330
 JT1930
 JT1930                          STATION DESCRIPTION
 JT1930
 JT1930'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1930'ALONG SILVERADO TRAIL, 1800 FT (548.6 M) SOUTH OF SODA CANYON ROAD AT
 JT1930'PET HOSPITAL, WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1930'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9040 ***********************************************************************
 JT9040  DESIGNATION -  23 F
 JT9040  PID         -  JT9040
 JT9040  STATE/COUNTY-  CA/NAPA
 JT9040  USGS QUAD   -  NAPA (1980)
 JT9040
 JT9040                         *CURRENT SURVEY CONTROL
 JT9040  ___________________________________________________________________
 JT9040* NAD 83(1986)-  38 21 24.     (N)    122 17 16.     (W)     SCALED    
 JT9040* NAVD 88     -        19.46   (+/-2cm)      63.8    (feet)  VERTCON   
 JT9040  ___________________________________________________________________
 JT9040  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JT9040  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9040
 JT9040.The horizontal coordinates were scaled from a topographic map and have
 JT9040.an estimated accuracy of +/- 6 seconds.
 JT9040
 JT9040.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9040.The vertical order pertains to the NGVD 29 superseded value.
 JT9040
 JT9040.The geoid height was determined by GEOID03.
 JT9040
 JT9040;                    North         East    Units  Estimated Accuracy
 JT9040;SPC CA 2     -   576,640.    1,974,850.      MT  (+/- 180 meters Scaled)
 JT9040
 JT9040                          SUPERSEDED SURVEY CONTROL
 JT9040
 JT9040  NGVD 29 (??/??/92)   18.662  (m)           61.23   (f) ADJ UNCH    1 1
 JT9040
 JT9040.Superseded values are not recommended for survey control.
 JT9040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9040.See file dsdata.txt to determine how the superseded data were derived.
 JT9040
 JT9040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622456(NAD 83)
 JT9040_MARKER: DD = SURVEY DISK
 JT9040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9040_SP_SET: CONCRETE POST
 JT9040_MARK LOGO: CA2330
 JT9040_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9040+STABILITY: SURFACE MOTION
 JT9040
 JT9040  HISTORY     - Date     Condition        Report By
 JT9040  HISTORY     - 1971     MONUMENTED       CA2330
 JT9040
 JT9040                          STATION DESCRIPTION
 JT9040
 JT9040'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9040'ALONG SILVERADO TRAIL, SOUTH OF SODA CANYON ROAD AT NO. 3260, WEST OF
 JT9040'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2216 ***********************************************************************
 EV2216  DESIGNATION -  23 FMK
 EV2216  PID         -  EV2216
 EV2216  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2216  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2216
 EV2216                         *CURRENT SURVEY CONTROL
 EV2216  ___________________________________________________________________
 EV2216* NAD 83(1986)-  34 59 48.     (N)    117 37 22.     (W)     SCALED    
 EV2216* NAVD 88     -       764.420  (meters)    2507.93   (feet)  ADJUSTED  
 EV2216  ___________________________________________________________________
 EV2216  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EV2216  DYNAMIC HT  -         763.561 (meters)    2505.12  (feet)  COMP
 EV2216  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 EV2216
 EV2216  VERT ORDER  -  FIRST     CLASS I
 EV2216
 EV2216.The horizontal coordinates were scaled from a topographic map and have
 EV2216.an estimated accuracy of +/- 6 seconds.
 EV2216
 EV2216.The orthometric height was determined by differential leveling
 EV2216.and adjusted in June 1991.
 EV2216
 EV2216.The geoid height was determined by GEOID03.
 EV2216
 EV2216.The dynamic height is computed by dividing the NAVD 88
 EV2216.geopotential number by the normal gravity value computed on the
 EV2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2216.degrees latitude (g = 980.6199 gals.).
 EV2216
 EV2216.The modeled gravity was interpolated from observed gravity values.
 EV2216
 EV2216;                    North         East    Units  Estimated Accuracy
 EV2216;SPC CA 5     -   666,080.    2,034,440.      MT  (+/- 180 meters Scaled)
 EV2216
 EV2216                          SUPERSEDED SURVEY CONTROL
 EV2216
 EV2216  NGVD 29 (??/??/92)  763.624  (m)         2505.32   (f) ADJ UNCH    1 1
 EV2216
 EV2216.Superseded values are not recommended for survey control.
 EV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2216.See file dsdata.txt to determine how the superseded data were derived.
 EV2216
 EV2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU431728(NAD 83)
 EV2216_MARKER: DD = SURVEY DISK
 EV2216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2216_SP_SET: 10 FEET
 EV2216_STAMPING: 23 FMK 1973
 EV2216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2216
 EV2216  HISTORY     - Date     Condition        Report By
 EV2216  HISTORY     - 1973     MONUMENTED       USGS
 EV2216  HISTORY     - 1974     GOOD             NGS
 EV2216  HISTORY     - 1977     GOOD             NGS
 EV2216
 EV2216                          STATION DESCRIPTION
 EV2216
 EV2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2216'1.8 MI E FROM BORON.
 EV2216'1.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2216'FROM THE STATION AT BORON, 44.8 FEET SOUTH OF THE SOUTH RAIL,
 EV2216'4.3 FEET SOUTHEAST OF TELEPHONE POLE 192-9, 1.6 FEET WEST OF A
 EV2216'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, A DISK ON
 EV2216'THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE
 EV2216'UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE
 EV2216'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 4, T10N, R7W
 EV2216
 EV2216                          STATION RECOVERY (1977)
 EV2216
 EV2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9041 ***********************************************************************
 JT9041  DESIGNATION -  23 G
 JT9041  PID         -  JT9041
 JT9041  STATE/COUNTY-  CA/NAPA
 JT9041  USGS QUAD   -  NAPA (1980)
 JT9041
 JT9041                         *CURRENT SURVEY CONTROL
 JT9041  ___________________________________________________________________
 JT9041* NAD 83(1986)-  38 21 36.     (N)    122 17 22.     (W)     SCALED    
 JT9041* NAVD 88     -        20.79   (+/-2cm)      68.2    (feet)  VERTCON   
 JT9041  ___________________________________________________________________
 JT9041  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JT9041  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9041
 JT9041.The horizontal coordinates were scaled from a topographic map and have
 JT9041.an estimated accuracy of +/- 6 seconds.
 JT9041
 JT9041.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9041.The vertical order pertains to the NGVD 29 superseded value.
 JT9041
 JT9041.The geoid height was determined by GEOID03.
 JT9041
 JT9041;                    North         East    Units  Estimated Accuracy
 JT9041;SPC CA 2     -   577,010.    1,974,700.      MT  (+/- 180 meters Scaled)
 JT9041
 JT9041                          SUPERSEDED SURVEY CONTROL
 JT9041
 JT9041  NGVD 29 (??/??/92)   19.984  (m)           65.56   (f) ADJ UNCH    1 1
 JT9041
 JT9041.Superseded values are not recommended for survey control.
 JT9041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9041.See file dsdata.txt to determine how the superseded data were derived.
 JT9041
 JT9041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH620459(NAD 83)
 JT9041_MARKER: DD = SURVEY DISK
 JT9041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9041_SP_SET: CONCRETE POST
 JT9041_MARK LOGO: CA2330
 JT9041_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9041+STABILITY: SURFACE MOTION
 JT9041
 JT9041  HISTORY     - Date     Condition        Report By
 JT9041  HISTORY     - 1971     MONUMENTED       CA2330
 JT9041
 JT9041                          STATION DESCRIPTION
 JT9041
 JT9041'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9041'ALONG SILVERADO TRAIL, NORTH OF SODA CREEK AT NO. 4034, EAST OF EP, A
 JT9041'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1929 ***********************************************************************
 JT1929  DESIGNATION -  23 H
 JT1929  PID         -  JT1929
 JT1929  STATE/COUNTY-  CA/NAPA
 JT1929  USGS QUAD   -  NAPA (1980)
 JT1929
 JT1929                         *CURRENT SURVEY CONTROL
 JT1929  ___________________________________________________________________
 JT1929* NAD 83(1986)-  38 21 49.     (N)    122 17 36.     (W)     SCALED    
 JT1929* NAVD 88     -        23.78   (+/-2cm)      78.0    (feet)  VERTCON   
 JT1929  ___________________________________________________________________
 JT1929  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JT1929  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1929
 JT1929.The horizontal coordinates were scaled from a topographic map and have
 JT1929.an estimated accuracy of +/- 6 seconds.
 JT1929
 JT1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1929.The vertical order pertains to the NGVD 29 superseded value.
 JT1929
 JT1929.The geoid height was determined by GEOID03.
 JT1929
 JT1929;                    North         East    Units  Estimated Accuracy
 JT1929;SPC CA 2     -   577,410.    1,974,360.      MT  (+/- 180 meters Scaled)
 JT1929
 JT1929                          SUPERSEDED SURVEY CONTROL
 JT1929
 JT1929  NGVD 29 (??/??/92)   22.98   (m)           75.4    (f) COMPUTED    1 1
 JT1929
 JT1929.Superseded values are not recommended for survey control.
 JT1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1929.See file dsdata.txt to determine how the superseded data were derived.
 JT1929
 JT1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617463(NAD 83)
 JT1929_MARKER: DD = SURVEY DISK
 JT1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1929_SP_SET: CONCRETE POST
 JT1929_MARK LOGO: CA2330
 JT1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1929+STABILITY: SURFACE MOTION
 JT1929
 JT1929  HISTORY     - Date     Condition        Report By
 JT1929  HISTORY     - 1971     MONUMENTED       CA2330
 JT1929
 JT1929                          STATION DESCRIPTION
 JT1929
 JT1929'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1929'ALONG SILVERADO TRAIL, 3000 FT (914.4 M) NORTH OF SODA CREEK, NORTH OF
 JT1929'NO. 4105, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1926 ***********************************************************************
 JT1926  DESIGNATION -  23 J
 JT1926  PID         -  JT1926
 JT1926  STATE/COUNTY-  CA/NAPA
 JT1926  USGS QUAD   -  NAPA (1980)
 JT1926
 JT1926                         *CURRENT SURVEY CONTROL
 JT1926  ___________________________________________________________________
 JT1926* NAD 83(1986)-  38 21 56.     (N)    122 17 44.     (W)     SCALED    
 JT1926* NAVD 88     -        22.33   (+/-2cm)      73.3    (feet)  VERTCON   
 JT1926  ___________________________________________________________________
 JT1926  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JT1926  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1926
 JT1926.The horizontal coordinates were scaled from a topographic map and have
 JT1926.an estimated accuracy of +/- 6 seconds.
 JT1926
 JT1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1926.The vertical order pertains to the NGVD 29 superseded value.
 JT1926
 JT1926.The geoid height was determined by GEOID03.
 JT1926
 JT1926;                    North         East    Units  Estimated Accuracy
 JT1926;SPC CA 2     -   577,620.    1,974,170.      MT  (+/- 180 meters Scaled)
 JT1926
 JT1926                          SUPERSEDED SURVEY CONTROL
 JT1926
 JT1926  NGVD 29 (??/??/92)   21.52   (m)           70.6    (f) COMPUTED    1 1
 JT1926
 JT1926.Superseded values are not recommended for survey control.
 JT1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1926.See file dsdata.txt to determine how the superseded data were derived.
 JT1926
 JT1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615466(NAD 83)
 JT1926_MARKER: DD = SURVEY DISK
 JT1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1926_SP_SET: CONCRETE POST
 JT1926_MARK LOGO: CA2330
 JT1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1926+STABILITY: SURFACE MOTION
 JT1926
 JT1926  HISTORY     - Date     Condition        Report By
 JT1926  HISTORY     - 1971     MONUMENTED       CA2330
 JT1926
 JT1926                          STATION DESCRIPTION
 JT1926
 JT1926'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1926'ALONG SILVERADO TRAIL, 2100 FT (640.1 M) SOUTH OF OAK KNOLL AVENUE,
 JT1926'SOUTH OF NO. 4220, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1926'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1924 ***********************************************************************
 JT1924  DESIGNATION -  23 J 1
 JT1924  PID         -  JT1924
 JT1924  STATE/COUNTY-  CA/NAPA
 JT1924  USGS QUAD   -  NAPA (1980)
 JT1924
 JT1924                         *CURRENT SURVEY CONTROL
 JT1924  ___________________________________________________________________
 JT1924* NAD 83(1986)-  38 22 05.     (N)    122 17 54.     (W)     SCALED    
 JT1924* NAVD 88     -        20.94   (+/-2cm)      68.7    (feet)  VERTCON   
 JT1924  ___________________________________________________________________
 JT1924  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JT1924  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1924
 JT1924.The horizontal coordinates were scaled from a topographic map and have
 JT1924.an estimated accuracy of +/- 6 seconds.
 JT1924
 JT1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1924.The vertical order pertains to the NGVD 29 superseded value.
 JT1924
 JT1924.The geoid height was determined by GEOID03.
 JT1924
 JT1924;                    North         East    Units  Estimated Accuracy
 JT1924;SPC CA 2     -   577,900.    1,973,930.      MT  (+/- 180 meters Scaled)
 JT1924
 JT1924                          SUPERSEDED SURVEY CONTROL
 JT1924
 JT1924  NGVD 29 (??/??/92)   20.13   (m)           66.0    (f) COMPUTED    1 1
 JT1924
 JT1924.Superseded values are not recommended for survey control.
 JT1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1924.See file dsdata.txt to determine how the superseded data were derived.
 JT1924
 JT1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612468(NAD 83)
 JT1924_MARKER: DD = SURVEY DISK
 JT1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1924_SP_SET: CONCRETE POST
 JT1924_MARK LOGO: CA2330
 JT1924_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1924+STABILITY: SURFACE MOTION
 JT1924
 JT1924  HISTORY     - Date     Condition        Report By
 JT1924  HISTORY     - 1971     MONUMENTED       CA2330
 JT1924
 JT1924                          STATION DESCRIPTION
 JT1924
 JT1924'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1924'ALONG SILVERADO TRAIL, 900 FT (274.3 M) SOUTH OF OAK KNOLL, NORTH OF
 JT1924'NO. 4311, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4525 ***********************************************************************
 AI4525  DESIGNATION -  23 JRH
 AI4525  PID         -  AI4525
 AI4525  STATE/COUNTY-  CA/IMPERIAL
 AI4525  USGS QUAD   -  CARRIZO MTN (1975)
 AI4525
 AI4525                         *CURRENT SURVEY CONTROL
 AI4525  ___________________________________________________________________
 AI4525* NAD 83(1986)-  32 47 21.     (N)    116 06 12.     (W)     SCALED    
 AI4525* NAVD 88     -       279.345  (meters)     916.48   (feet)  ADJUSTED  
 AI4525  ___________________________________________________________________
 AI4525  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AI4525  DYNAMIC HT  -         279.008 (meters)     915.38  (feet)  COMP
 AI4525  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 AI4525
 AI4525  VERT ORDER  -  THIRD
 AI4525
 AI4525.The horizontal coordinates were scaled from a topographic map and have
 AI4525.an estimated accuracy of +/- 6 seconds.
 AI4525
 AI4525.The orthometric height was determined by differential leveling
 AI4525.and adjusted in May 2000.
 AI4525
 AI4525.The geoid height was determined by GEOID03.
 AI4525
 AI4525.The dynamic height is computed by dividing the NAVD 88
 AI4525.geopotential number by the normal gravity value computed on the
 AI4525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4525.degrees latitude (g = 980.6199 gals.).
 AI4525
 AI4525.The modeled gravity was interpolated from observed gravity values.
 AI4525
 AI4525;                    North         East    Units  Estimated Accuracy
 AI4525;SPC CA 6     -   569,050.    2,013,740.      MT  (+/- 180 meters Scaled)
 AI4525
 AI4525                          SUPERSEDED SURVEY CONTROL
 AI4525
 AI4525.No superseded survey control is available for this station.
 AI4525
 AI4525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS839282(NAD 83)
 AI4525_MARKER: DB = BENCH MARK DISK
 AI4525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4525_STAMPING: 23 JRH 914 1957
 AI4525_MARK LOGO: USGS  
 AI4525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4525+STABILITY: SURFACE MOTION
 AI4525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4525+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1995
 AI4525
 AI4525  HISTORY     - Date     Condition        Report By
 AI4525  HISTORY     - 1957     MONUMENTED       USGS
 AI4525  HISTORY     - 19950328 GOOD             CADT
 AI4525
 AI4525                          STATION DESCRIPTION
 AI4525
 AI4525'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4525'THE STATION IS LOCATED 6.9 MI (11.1 KM) NORTHWEST OF OCOTILLO ON THE
 AI4525'SOUTHWEST SIDE OF IMPERIAL COUNTY ROUTE S-2, KNOWN LOCALLY AS THE
 AI4525'IMPERIAL HIGHWAY, AT POST MILE 56.5. TO REACH FROM THE INTERSECTION OF
 AI4525'INTERSTATE 8 AND IMPERIAL COUNTY S-2 IN OCOTILLO, TRAVEL NORTH THEN
 AI4525'WEST ON S-2 FOR 1.35 MI (2.17 KM) TO THE INTERSECTION OF SHELL CANYON
 AI4525'ROAD.  CONTINUE STRAIGHT AHEAD, WEST THEN NORTHWEST 7.1 MI (11.4 KM)
 AI4525'TO A SIGN AND MONUMENT MARKING THE SAN DIEGO-IMPERIAL COUNTY LINE AND
 AI4525'THE STATION MARK ON THE LEFT, SOUTHWEST. STATION MARK IS 77 FT (23.5
 AI4525'M) SOUTHWEST OF CENTERLINE OF S-2, 38 FT (11.6 M) NORTHWEST OF THE
 AI4525'CENTER OF A DIRT ROAD RUNNING NORTH AND SOUTH, 57.5 FT (17.5 M)
 AI4525'SOUTHWEST OF A SIGN READING IMPERIAL COUNTY, 1.0 FT (0.3 M) NORTHEAST
 AI4525'OF A METAL WITNESS POST, AND 1.0 FT (0.3 M) HIGHER THAN S-2. THE
 AI4525'STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL RUN IN
 AI4525'SAN DIEGO COUNTY TO ESTABLISH NAVD 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1925 ***********************************************************************
 JT1925  DESIGNATION -  23 K
 JT1925  PID         -  JT1925
 JT1925  STATE/COUNTY-  CA/NAPA
 JT1925  USGS QUAD   -  NAPA (1980)
 JT1925
 JT1925                         *CURRENT SURVEY CONTROL
 JT1925  ___________________________________________________________________
 JT1925* NAD 83(1986)-  38 22 13.     (N)    122 18 03.     (W)     SCALED    
 JT1925* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 JT1925  ___________________________________________________________________
 JT1925  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JT1925  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1925
 JT1925.The horizontal coordinates were scaled from a topographic map and have
 JT1925.an estimated accuracy of +/- 6 seconds.
 JT1925
 JT1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1925.The vertical order pertains to the NGVD 29 superseded value.
 JT1925
 JT1925.The geoid height was determined by GEOID03.
 JT1925
 JT1925;                    North         East    Units  Estimated Accuracy
 JT1925;SPC CA 2     -   578,150.    1,973,710.      MT  (+/- 180 meters Scaled)
 JT1925
 JT1925                          SUPERSEDED SURVEY CONTROL
 JT1925
 JT1925  NGVD 29 (??/??/92)   17.78   (m)           58.3    (f) COMPUTED    1 1
 JT1925
 JT1925.Superseded values are not recommended for survey control.
 JT1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1925.See file dsdata.txt to determine how the superseded data were derived.
 JT1925
 JT1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610471(NAD 83)
 JT1925_MARKER: DD = SURVEY DISK
 JT1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1925_SP_SET: CONCRETE POST
 JT1925_MARK LOGO: CA2330
 JT1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1925+STABILITY: SURFACE MOTION
 JT1925
 JT1925  HISTORY     - Date     Condition        Report By
 JT1925  HISTORY     - 1971     MONUMENTED       CA2330
 JT1925
 JT1925                          STATION DESCRIPTION
 JT1925
 JT1925'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1925'AT INTERSECTION OF SILVERADO TRAIL AND OAK KNOLL AVENUE, IN THE
 JT1925'NORTHWEST CORNER, 40 FT (12.2 M) NORTH OF CENTERLINE, A WELL TYPE
 JT1925'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0233 ***********************************************************************
 HR0233  DESIGNATION -  23 KSM RESET
 HR0233  PID         -  HR0233
 HR0233  STATE/COUNTY-  CA/INYO
 HR0233  USGS QUAD   -  ROVANA (1994)
 HR0233
 HR0233                         *CURRENT SURVEY CONTROL
 HR0233  ___________________________________________________________________
 HR0233* NAD 83(1986)-  37 26 43.     (N)    118 34 35.     (W)     SCALED    
 HR0233* NAVD 88     -      1367.342  (meters)    4486.02   (feet)  ADJUSTED  
 HR0233  ___________________________________________________________________
 HR0233  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HR0233  DYNAMIC HT  -        1365.762 (meters)    4480.84  (feet)  COMP
 HR0233  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 HR0233
 HR0233  VERT ORDER  -  FIRST     CLASS II
 HR0233
 HR0233.The horizontal coordinates were scaled from a topographic map and have
 HR0233.an estimated accuracy of +/- 6 seconds.
 HR0233
 HR0233.The orthometric height was determined by differential leveling
 HR0233.and adjusted in June 1991.
 HR0233
 HR0233.The geoid height was determined by GEOID03.
 HR0233
 HR0233.The dynamic height is computed by dividing the NAVD 88
 HR0233.geopotential number by the normal gravity value computed on the
 HR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0233.degrees latitude (g = 980.6199 gals.).
 HR0233
 HR0233.The modeled gravity was interpolated from observed gravity values.
 HR0233
 HR0233;                    North         East    Units  Estimated Accuracy
 HR0233;SPC CA 4     -   734,440.    2,037,490.      MT  (+/- 180 meters Scaled)
 HR0233
 HR0233                          SUPERSEDED SURVEY CONTROL
 HR0233
 HR0233  NGVD 29 (??/??/92) 1366.102  (m)         4481.95   (f) ADJ UNCH    1 2
 HR0233
 HR0233.Superseded values are not recommended for survey control.
 HR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0233.See file dsdata.txt to determine how the superseded data were derived.
 HR0233
 HR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB605454(NAD 83)
 HR0233_MARKER: DD = SURVEY DISK
 HR0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HR0233_SP_SET: HEADWALL
 HR0233_STAMPING: 23 KSM 1947 RESET 1953
 HR0233_MARK LOGO: USGS  
 HR0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0233+STABILITY: SURFACE MOTION
 HR0233
 HR0233  HISTORY     - Date     Condition        Report By
 HR0233  HISTORY     - 1953     MONUMENTED       USGS
 HR0233  HISTORY     - 1957     GOOD             NGS
 HR0233  HISTORY     - 1986     GOOD             NGS
 HR0233
 HR0233                          STATION DESCRIPTION
 HR0233
 HR0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0233'2.9 MI SE FROM PARADISE CAMP.
 HR0233'2.9 MILES SOUTHEAST ALONG A PAVED ROAD (FORMER ALIGNMENT OF U.S.
 HR0233'HIGHWAY 395) FROM THE BRIDGE OVER ROCK CREEK AT PARADISE CAMP,
 HR0233'0.4 MILE NORTHWEST OF THE Y JUNCTION OF U.S. HIGHWAY 395, 0.05
 HR0233'MILE SOUTHEAST OF THE Y JUNCTION OF AN ASPHALT ROAD LEADING EAST
 HR0233'TO U.S. HIGHWAY 395, IN R 31 E, T 6 S, NEAR THE CENTER OF THE
 HR0233'NORTH SIDE OF SECTION 9, AT CONCRETE BRIDGE 48-18 OVER ROCK CREEK,
 HR0233'IN THE TOP OF THE SOUTHWEST CONCRETE CURB, 16 FEET SOUTHWEST OF
 HR0233'THE CENTER LINE OF THE ROAD, 8.8 FEET NORTHWEST OF THE SOUTHEAST
 HR0233'END OF THE CURB, AND ABOUT LEVEL WITH THE ROAD.
 HR0233
 HR0233                          STATION RECOVERY (1986)
 HR0233
 HR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0233'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.6 KM (2.9
 HR0233'MI) SOUTHEAST ALONG OLD STATE HIGHWAY FROM THE BRIDGE OVER ROCK CREEK
 HR0233'IN PARADISE CAMP, 0.05 KM (0.03 MI) NORTHWEST OF THE JUNCTION OF A
 HR0233'ROAD LEADING TO US HIGHWAY 395, 4.9 METERS (16.0 FT) SOUTHWEST OF THE
 HR0233'CENTERLINE OF OLD STATE HIGHWAY, IN TOP AND 2.6 METERS (8.5 FT)
 HR0233'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF BRIDGE
 HR0233'48-18 OVER ROCK CREEK.  NOTE--A RUBBING WAS TAKEN AND THE ORIGIN IS
 HR0233'USGS AND NOT USE.
 HR0233'THE MARK IS ABOVE LEVEL WITH OLD STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1374 ***********************************************************************
 DY1374  DESIGNATION -  23 M C OF LA
 DY1374  PID         -  DY1374
 DY1374  STATE/COUNTY-  CA/LOS ANGELES
 DY1374  USGS QUAD   -  VENICE (1981)
 DY1374
 DY1374                         *CURRENT SURVEY CONTROL
 DY1374  ___________________________________________________________________
 DY1374* NAD 83(1986)-  33 57 36.     (N)    118 25 07.     (W)     SCALED    
 DY1374* NAVD 88     -        40.06   (+/-2cm)     131.4    (feet)  VERTCON   
 DY1374  ___________________________________________________________________
 DY1374  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1374  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1374
 DY1374.The horizontal coordinates were scaled from a topographic map and have
 DY1374.an estimated accuracy of +/- 6 seconds.
 DY1374
 DY1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1374.The vertical order pertains to the NGVD 29 superseded value.
 DY1374
 DY1374.The geoid height was determined by GEOID03.
 DY1374
 DY1374;                    North         East    Units  Estimated Accuracy
 DY1374;SPC CA 5     -   551,110.    1,961,310.      MT  (+/- 180 meters Scaled)
 DY1374
 DY1374                          SUPERSEDED SURVEY CONTROL
 DY1374
 DY1374  NGVD 29 (??/??/92)   39.31   (m)          129.0    (f) COMPUTED    1 2
 DY1374
 DY1374.Superseded values are not recommended for survey control.
 DY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1374.See file dsdata.txt to determine how the superseded data were derived.
 DY1374
 DY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689586(NAD 83)
 DY1374_MARKER: DD = SURVEY DISK
 DY1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1374_STAMPING: 23 M 129.64
 DY1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1374+STABILITY: SURFACE MOTION
 DY1374
 DY1374  HISTORY     - Date     Condition        Report By
 DY1374  HISTORY     - UNK      MONUMENTED       CA1980
 DY1374  HISTORY     - 1960     GOOD             NGS
 DY1374  HISTORY     - 1961     GOOD             CA1980
 DY1374
 DY1374                          STATION DESCRIPTION
 DY1374
 DY1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1374'AT LOS ANGELES.
 DY1374'AT LOS ANGELES, AT THE NORTHEAST CORNER OF THE JUNCTION OF
 DY1374'MANCHESTER AVENUE AND FORDHAM ROAD, 22 FEET NORTH OF THE CENTER
 DY1374'LINE OF THE NORTH LANES OF THE AVENUE, 51 FEET EAST OF THE
 DY1374'CENTER LINE OF THE ROAD, 25 FEET WEST OF TELEPHONE POLE 1657F,
 DY1374'6.8 FEET EAST-SOUTHEAST OF 2-INCH IRON PIPE STREET NAME POST,
 DY1374'5.2 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH SIDEWALK OF THE
 DY1374'AVENUE, 2.3 FEET NORTH OF THE NORTH CURB OF THE AVENUE, ABOUT
 DY1374'1/2 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 DY1374'POST FLUSH WITH THE GROUND.
 DY1374
 DY1374                          STATION RECOVERY (1961)
 DY1374
 DY1374'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 DY1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1940 ***********************************************************************
 JT1940  DESIGNATION -  23 O
 JT1940  PID         -  JT1940
 JT1940  STATE/COUNTY-  CA/NAPA
 JT1940  USGS QUAD   -  NAPA (1980)
 JT1940
 JT1940                         *CURRENT SURVEY CONTROL
 JT1940  ___________________________________________________________________
 JT1940* NAD 83(1986)-  38 20 39.     (N)    122 16 56.     (W)     SCALED    
 JT1940* NAVD 88     -        11.62   (+/-2cm)      38.1    (feet)  VERTCON   
 JT1940  ___________________________________________________________________
 JT1940  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT1940  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1940
 JT1940.The horizontal coordinates were scaled from a topographic map and have
 JT1940.an estimated accuracy of +/- 6 seconds.
 JT1940
 JT1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1940.The vertical order pertains to the NGVD 29 superseded value.
 JT1940
 JT1940.The geoid height was determined by GEOID03.
 JT1940
 JT1940;                    North         East    Units  Estimated Accuracy
 JT1940;SPC CA 2     -   575,250.    1,975,330.      MT  (+/- 180 meters Scaled)
 JT1940
 JT1940                          SUPERSEDED SURVEY CONTROL
 JT1940
 JT1940  NGVD 29 (??/??/92)   10.82   (m)           35.5    (f) COMPUTED    1 1
 JT1940
 JT1940.Superseded values are not recommended for survey control.
 JT1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1940.See file dsdata.txt to determine how the superseded data were derived.
 JT1940
 JT1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH627442(NAD 83)
 JT1940_MARKER: DD = SURVEY DISK
 JT1940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1940_SP_SET: MASSIVE STRUCTURE
 JT1940_MARK LOGO: CA2330
 JT1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1940
 JT1940  HISTORY     - Date     Condition        Report By
 JT1940  HISTORY     - 1971     MONUMENTED       CA2330
 JT1940
 JT1940                          STATION DESCRIPTION
 JT1940
 JT1940'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1940'AT HARDMAN AVENUE BRIDGE AT INTERSECTION WITH SILVERADO TRAIL, A BRASS
 JT1940'CAP SET IN THE SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0947 ***********************************************************************
 HS0947  DESIGNATION -  23 RS
 HS0947  PID         -  HS0947
 HS0947  STATE/COUNTY-  CA/TUOLUMNE
 HS0947  USGS QUAD   -  MOCCASIN (1987)
 HS0947
 HS0947                         *CURRENT SURVEY CONTROL
 HS0947  ___________________________________________________________________
 HS0947* NAD 83(1986)-  37 48 37.     (N)    120 18 22.     (W)     SCALED    
 HS0947* NAVD 88     -       285.60   (+/-2cm)     937.0    (feet)  VERTCON   
 HS0947  ___________________________________________________________________
 HS0947  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HS0947  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0947
 HS0947.The horizontal coordinates were scaled from a topographic map and have
 HS0947.an estimated accuracy of +/- 6 seconds.
 HS0947
 HS0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0947.The vertical order pertains to the NGVD 29 superseded value.
 HS0947
 HS0947.The geoid height was determined by GEOID03.
 HS0947
 HS0947;                    North         East    Units  Estimated Accuracy
 HS0947;SPC CA 3     -   645,430.    2,017,070.      MT  (+/- 180 meters Scaled)
 HS0947
 HS0947                          SUPERSEDED SURVEY CONTROL
 HS0947
 HS0947  NGVD 29 (??/??/92)  284.851  (m)          934.55   (f) ADJ UNCH    1 2
 HS0947
 HS0947.Superseded values are not recommended for survey control.
 HS0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0947.See file dsdata.txt to determine how the superseded data were derived.
 HS0947
 HS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG371881(NAD 83)
 HS0947_MARKER: DD = SURVEY DISK
 HS0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0947_SP_SET: DAM
 HS0947_STAMPING: 23 RS 935 1940
 HS0947_MARK LOGO: USGS  
 HS0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0947
 HS0947  HISTORY     - Date     Condition        Report By
 HS0947  HISTORY     - 1940     MONUMENTED       USGS
 HS0947  HISTORY     - 1956     GOOD             CGS
 HS0947  HISTORY     - 20060625 GOOD             GEOCAC
 HS0947
 HS0947                          STATION DESCRIPTION
 HS0947
 HS0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0947'0.9 MI S FROM MOCCASIN.
 HS0947'0.4 MILES SOUTHWEST ALONG AN ASPHALT ROAD AND ACROSS A DAM
 HS0947'FROM THE POST OFFICE AT MOCCASIN, THENCE 0.5 MILE SOUTHEAST
 HS0947'ALONG STATE HIGHWAY 49, AT A CONCRETE DIVERSION DAM ACROSS
 HS0947'MOCCASIN CREEK, AT THE EAST END OF THE MOCCASIN RESERVOIR, 29
 HS0947'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 HS0947'EAST OF THE SOUTHWEST END OF THE NORTHWEST GALVANIZED IRON
 HS0947'PIPE GUARDRAIL, AND 1.0 FEET NORTHEAST OF THE SOUTHWEST END
 HS0947'OF THE DAM.
 HS0947
 HS0947                          STATION RECOVERY (2006)
 HS0947
 HS0947'RECOVERY NOTE BY GEOCACHING 2006 (PFW)
 HS0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1416 ***********************************************************************
 LU1416  DESIGNATION -  23 RS USGS
 LU1416  PID         -  LU1416
 LU1416  STATE/COUNTY-  CA/HUMBOLDT
 LU1416  USGS QUAD   -  REDCREST (1969)
 LU1416
 LU1416                         *CURRENT SURVEY CONTROL
 LU1416  ___________________________________________________________________
 LU1416* NAD 83(1986)-  40 28 42.     (N)    123 57 02.     (W)     SCALED    
 LU1416* NAVD 88     -        86.68   (+/-2cm)     284.4    (feet)  VERTCON   
 LU1416  ___________________________________________________________________
 LU1416  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LU1416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1416
 LU1416.The horizontal coordinates were scaled from a topographic map and have
 LU1416.an estimated accuracy of +/- 6 seconds.
 LU1416
 LU1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1416.The vertical order pertains to the NGVD 29 superseded value.
 LU1416
 LU1416.The geoid height was determined by GEOID03.
 LU1416
 LU1416;                    North         East    Units  Estimated Accuracy
 LU1416;SPC CA 1     -   628,980.    1,834,630.      MT  (+/- 180 meters Scaled)
 LU1416
 LU1416                          SUPERSEDED SURVEY CONTROL
 LU1416
 LU1416  NGVD 29 (??/??/92)   85.705  (m)          281.18   (f) ADJ UNCH    2 0
 LU1416
 LU1416.Superseded values are not recommended for survey control.
 LU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1416.See file dsdata.txt to determine how the superseded data were derived.
 LU1416
 LU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK194812(NAD 83)
 LU1416_MARKER: DD = SURVEY DISK
 LU1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1416_STAMPING: 23 RS
 LU1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1416+STABILITY: SURFACE MOTION
 LU1416
 LU1416  HISTORY     - Date     Condition        Report By
 LU1416  HISTORY     - UNK      MONUMENTED       USGS
 LU1416  HISTORY     - 1948     GOOD             NGS
 LU1416
 LU1416                          STATION DESCRIPTION
 LU1416
 LU1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU1416'9.7 MI E FROM CARLOTTA.
 LU1416'9.7 MILES EAST ALONG STATE HIGHWAY 36 FROM THE NORTHWESTERN
 LU1416'PACIFIC RAILROAD STATION AT CARLOTTA, HUMBOLDT COUNTY, AND 30
 LU1416'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 LU1416'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 23 RS AND SET IN THE TOP
 LU1416'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3129 ***********************************************************************
 AB3129  DESIGNATION -  23 RW 27
 AB3129  PID         -  AB3129
 AB3129  STATE/COUNTY-  CA/LOS ANGELES
 AB3129  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3129
 AB3129                         *CURRENT SURVEY CONTROL
 AB3129  ___________________________________________________________________
 AB3129* NAD 83(1986)-  34 16 19.     (N)    118 31 40.     (W)     SCALED    
 AB3129* NAVD 88     -       332.248  (meters)    1090.05   (feet)  ADJUSTED  
 AB3129  ___________________________________________________________________
 AB3129  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AB3129  DYNAMIC HT  -         331.880 (meters)    1088.84  (feet)  COMP
 AB3129  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 AB3129
 AB3129  VERT ORDER  -  THIRD
 AB3129
 AB3129.The horizontal coordinates were scaled from a topographic map and have
 AB3129.an estimated accuracy of +/- 6 seconds.
 AB3129
 AB3129.The orthometric height was determined by differential leveling
 AB3129.and adjusted in November 1996.
 AB3129
 AB3129.The geoid height was determined by GEOID03.
 AB3129
 AB3129.The dynamic height is computed by dividing the NAVD 88
 AB3129.geopotential number by the normal gravity value computed on the
 AB3129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3129.degrees latitude (g = 980.6199 gals.).
 AB3129
 AB3129.The modeled gravity was interpolated from observed gravity values.
 AB3129
 AB3129;                    North         East    Units  Estimated Accuracy
 AB3129;SPC CA 5     -   585,760.    1,951,400.      MT  (+/- 180 meters Scaled)
 AB3129
 AB3129                          SUPERSEDED SURVEY CONTROL
 AB3129
 AB3129.No superseded survey control is available for this station.
 AB3129
 AB3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT593933(NAD 83)
 AB3129_MARKER: DD = SURVEY DISK
 AB3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3129_STAMPING: 23 RW 27 1969
 AB3129_MARK LOGO: LACFCD
 AB3129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3129+STABILITY: SURFACE MOTION
 AB3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3129+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB3129
 AB3129  HISTORY     - Date     Condition        Report By
 AB3129  HISTORY     - 1969     MONUMENTED       LACFCD
 AB3129  HISTORY     - 19940922 GOOD             MWDSC
 AB3129
 AB3129                          STATION DESCRIPTION
 AB3129
 AB3129'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3129'GRANADA HILLS, NEAR THE INTERSECTION OF SAN FERNANDO MISSION BLVD AND
 AB3129'LINDLEY AVE, 40 FEET (12.2 M) SOUTH OF BLVD AND 110 WEST OF AVE, 40
 AB3129'FEET (12.2 M) EAST OF ALISO CREEK BRIDGE OVER BLVD AND 0.5 FOOT (15.2
 AB3129'CM) BACK OF SIDEWALK, 0.6 FOOT (18.3 CM) WEST OF NORTHWEST FENCE POST
 AB3129'OF PROPERTY 11071 LINDLEY AVE.  A 3-1/2 INCH L.A.C.F.C.D. BRASS DISK
 AB3129'STAMPED 23 RW 27 1969 SET IN CONCRETE POST FLUSH WITH GROUND AND 0.2
 AB3129'FOOT (6.1 CM) BELOW SIDEWALK.  REF MWD FB 4032 01 031.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0071 ***********************************************************************
 JT0071  DESIGNATION -  23 TKM
 JT0071  PID         -  JT0071
 JT0071  STATE/COUNTY-  CA/NAPA
 JT0071  USGS QUAD   -  KNOXVILLE (1993)
 JT0071
 JT0071                         *CURRENT SURVEY CONTROL
 JT0071  ___________________________________________________________________
 JT0071* NAD 83(1986)-  38 49 57.     (N)    122 21 54.     (W)     SCALED    
 JT0071* NAVD 88     -       566.31   (+/-2cm)    1858.0    (feet)  VERTCON   
 JT0071  ___________________________________________________________________
 JT0071  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JT0071  VERT ORDER  -  THIRD (See Below)
 JT0071
 JT0071.The horizontal coordinates were scaled from a topographic map and have
 JT0071.an estimated accuracy of +/- 6 seconds.
 JT0071
 JT0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0071.The vertical order pertains to the NGVD 29 superseded value.
 JT0071
 JT0071.The geoid height was determined by GEOID03.
 JT0071
 JT0071;                    North         East    Units  Estimated Accuracy
 JT0071;SPC CA 2     -   629,480.    1,968,310.      MT  (+/- 180 meters Scaled)
 JT0071
 JT0071                          SUPERSEDED SURVEY CONTROL
 JT0071
 JT0071  NGVD 29 (??/??/??)  565.45   (m)         1855.1    (f) RESET       3  
 JT0071
 JT0071.Superseded values are not recommended for survey control.
 JT0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0071.See file dsdata.txt to determine how the superseded data were derived.
 JT0071
 JT0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH551983(NAD 83)
 JT0071_MARKER: DD = SURVEY DISK
 JT0071_SETTING: 66 = SET IN ROCK OUTCROP
 JT0071_SP_SET: ROCK OUTCROP
 JT0071_STAMPING: 23 TKM 1942 1855
 JT0071_MARK LOGO: USGS  
 JT0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT0071+STABILITY: POSITION/ELEVATION WELL
 JT0071
 JT0071  HISTORY     - Date     Condition        Report By
 JT0071  HISTORY     - 1942     MONUMENTED       USGS
 JT0071  HISTORY     - 1966     GOOD             CGS
 JT0071
 JT0071                          STATION DESCRIPTION
 JT0071
 JT0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0071'17.1 MI SE FROM LOWER LAKE.
 JT0071'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST OFFICE
 JT0071'AT LOWER LAKE, THENCE 2.9 MILES SOUTHEAST ALONG BERRYESSA-KNOXVILLE
 JT0071'ROAD, IN THE TOP OF A 5- BY 7-FOOT OUTCROP WHICH PROJECTS ABOUT
 JT0071'2 FEET, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 24
 JT0071'FEET SOUTHWEST OF THE CENTER LINE OF THE FORMER ALIGNMENT OF THE
 JT0071'ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 2 1/2
 JT0071'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1251 ***********************************************************************
 DY1251  DESIGNATION -  23 W
 DY1251  PID         -  DY1251
 DY1251  STATE/COUNTY-  CA/LOS ANGELES
 DY1251  USGS QUAD   -  VENICE (1981)
 DY1251
 DY1251                         *CURRENT SURVEY CONTROL
 DY1251  ___________________________________________________________________
 DY1251* NAD 83(2007)-  33 59 17.32733(N)    118 28 15.50428(W)     ADJUSTED  
 DY1251* NAVD 88     -         3.316  (meters)      10.88   (feet)  ADJUSTED  
 DY1251  ___________________________________________________________________
 DY1251  EPOCH DATE  -        2007.00
 DY1251  X           -  -2,523,705.195 (meters)                     COMP
 DY1251  Y           -  -4,653,707.470 (meters)                     COMP
 DY1251  Z           -   3,545,338.265 (meters)                     COMP
 DY1251  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 DY1251  ELLIP HEIGHT-         -32.535 (meters)          (02/10/07) ADJUSTED
 DY1251  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1251  DYNAMIC HT  -           3.313 (meters)      10.87  (feet)  COMP
 DY1251
 DY1251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY1251  Type    PID    Designation                      North   East  Ellip
 DY1251  -------------------------------------------------------------------
 DY1251  NETWORK DY1251 23 W                              0.71   1.27   5.74
 DY1251  -------------------------------------------------------------------
 DY1251  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 DY1251
 DY1251  VERT ORDER  -  FIRST     CLASS I
 DY1251
 DY1251.The horizontal coordinates were established by GPS observations
 DY1251.and adjusted by the National Geodetic Survey in February 2007.
 DY1251
 DY1251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY1251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY1251.The horizontal coordinates are valid at the epoch date displayed above.
 DY1251.The epoch date for horizontal control is a decimal equivalence
 DY1251.of Year/Month/Day.
 DY1251
 DY1251.The orthometric height was determined by differential leveling
 DY1251.and adjusted in June 1995.
 DY1251.WARNING-Repeat measurements at this control monument indicate possible
 DY1251.vertical movement.
 DY1251
 DY1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY1251
 DY1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY1251
 DY1251.The ellipsoidal height was determined by GPS observations
 DY1251.and is referenced to NAD 83.
 DY1251
 DY1251.The geoid height was determined by GEOID03.
 DY1251
 DY1251.The dynamic height is computed by dividing the NAVD 88
 DY1251.geopotential number by the normal gravity value computed on the
 DY1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1251.degrees latitude (g = 980.6199 gals.).
 DY1251
 DY1251.The modeled gravity was interpolated from observed gravity values.
 DY1251
 DY1251;                    North         East     Units Scale Factor Converg.
 DY1251;SPC CA 5     -   554,250.307 1,956,482.899   MT  1.00001010   -0 16 06.5
 DY1251;SPC CA 5     - 1,818,402.88  6,418,894.31   sFT  1.00001010   -0 16 06.5
 DY1251;UTM  11      - 3,761,816.781   364,134.285   MT  0.99982756   -0 49 20.8
 DY1251
 DY1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY1251!SPC CA 5     -   1.00000511  x   1.00001010  =   1.00001521
 DY1251!UTM  11      -   1.00000511  x   0.99982756  =   0.99983267
 DY1251
 DY1251                          SUPERSEDED SURVEY CONTROL
 DY1251
 DY1251  NAD 83(1994)-  33 59 17.31496(N)    118 28 15.49148(W) AD(1995.00) 1
 DY1251  ELLIP H (11/30/95)  -32.533  (m)                       GP(1995.00) 4 2
 DY1251  NAVD 88 (06/15/91)    3.326  (m)           10.91   (f) UNKNOWN     1 1
 DY1251  NGVD 29 (??/??/92)    2.578  (m)            8.46   (f) ADJ UNCH    1 1
 DY1251
 DY1251.Superseded values are not recommended for survey control.
 DY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1251.See file dsdata.txt to determine how the superseded data were derived.
 DY1251
 DY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6413461817(NAD 83)
 DY1251_MARKER: DD = SURVEY DISK
 DY1251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1251_SP_SET: ROOF
 DY1251_STAMPING: 23 W 9.03
 DY1251_MARK LOGO: CA1980
 DY1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1251+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY1251
 DY1251  HISTORY     - Date     Condition        Report By
 DY1251  HISTORY     - UNK      MONUMENTED       CA1980
 DY1251  HISTORY     - 1968     GOOD             CA1980
 DY1251  HISTORY     - 1978     GOOD             NGS
 DY1251  HISTORY     - 19890517 GOOD             NGS
 DY1251  HISTORY     - 19940707 GOOD             NGS
 DY1251
 DY1251                          STATION DESCRIPTION
 DY1251
 DY1251'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1251'AT LOS ANGELES.
 DY1251'AT LOS ANGELES, VENICE AREA, MAIN STREET, WINDWARD AVENUE,
 DY1251'GRAND AVENUE INTERSECTION AT THE VENICE STORM DRAIN PUMPING
 DY1251'PLANT.  SET IN THE TOP AND E SIDE OF A 25-FOOT RADIUS CONCRETE
 DY1251'STRUCTURE.
 DY1251
 DY1251                          STATION RECOVERY (1978)
 DY1251
 DY1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1251'RECOVERED IN GOOD CONDITION.
 DY1251
 DY1251                          STATION RECOVERY (1989)
 DY1251
 DY1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1251'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.5 M
 DY1251'(1.6 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF WINDWARD AVENUE, AND
 DY1251'0.2 M (0.7 FT) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE DOOR
 DY1251'FACING.
 DY1251
 DY1251                          STATION RECOVERY (1994)
 DY1251
 DY1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1251'IN VENICE, AT THE INTERSECTION OF MAIN STREET AND GRAND BOULEVARD,
 DY1251'NEAR THE NORTHEAST EDGE OF A 49-FOOT ROUND CONCRETE ROOF OF A STORM
 DY1251'DRAIN PUMPING STATION NEAR THE CENTER OF A TRAFFIC CIRCLE, 11.9 M
 DY1251'(39.0 FT) NORTH OF THE EXTENDED CENTERLINE OF THE BOULEVARD, 11.3 M
 DY1251'(37.1 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE STREET, 0.4 M
 DY1251'(1.3 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF WINDWARD BOULEVARD
 DY1251'LEADING NORTHEAST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY1251'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0711 ***********************************************************************
 HS0711  DESIGNATION -  23.365 SFHHWS
 HS0711  PID         -  HS0711
 HS0711  STATE/COUNTY-  CA/STANISLAUS
 HS0711  USGS QUAD   -  RIPON (1994)
 HS0711
 HS0711                         *CURRENT SURVEY CONTROL
 HS0711  ___________________________________________________________________
 HS0711* NAD 83(1986)-  37 38 17.     (N)    121 12 36.     (W)     SCALED    
 HS0711* NAVD 88     -         8.39   (+/-2cm)      27.5    (feet)  VERTCON   
 HS0711  ___________________________________________________________________
 HS0711  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HS0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS0711
 HS0711.The horizontal coordinates were scaled from a topographic map and have
 HS0711.an estimated accuracy of +/- 6 seconds.
 HS0711
 HS0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0711.The vertical order pertains to the NGVD 29 superseded value.
 HS0711
 HS0711.The geoid height was determined by GEOID03.
 HS0711
 HS0711;                    North         East    Units  Estimated Accuracy
 HS0711;SPC CA 3     -   626,540.    1,937,340.      MT  (+/- 180 meters Scaled)
 HS0711
 HS0711                          SUPERSEDED SURVEY CONTROL
 HS0711
 HS0711  NGVD 29 (??/??/92)    7.66   (m)           25.1    (f) COMPUTED    2 0
 HS0711
 HS0711.Superseded values are not recommended for survey control.
 HS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0711.See file dsdata.txt to determine how the superseded data were derived.
 HS0711
 HS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG579671(NAD 83)
 HS0711_MARKER: DD = SURVEY DISK
 HS0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0711_SP_SET: FOUNDATION
 HS0711_STAMPING: 23.365
 HS0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0711
 HS0711  HISTORY     - Date     Condition        Report By
 HS0711  HISTORY     - UNK      MONUMENTED       HHWS
 HS0711  HISTORY     - 1961     GOOD             NGS
 HS0711  HISTORY     - 1965     GOOD             NGS
 HS0711
 HS0711                          STATION DESCRIPTION
 HS0711
 HS0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0711'5.4 MI E FROM VERNALIS.
 HS0711'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0711'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 4.75
 HS0711'MILES EAST ALONG STATE HIGHWAY 132, AT THE CROSSING OF A
 HS0711'STEEL TOWER POWER TRANSMISSION LINE, IN THE TOP OF THE CONCRETE
 HS0711'FOUNDATION SUPPORTING THE EAST LEG OF THE FIRST TOWER NORTHWEST
 HS0711'OF THE HIGHWAY, 148 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HS0711'68.2 FEET NORTHWEST OF THE WEST CORNER OF A SAN FRANCISCO HETCH
 HS0711'HETCHY WATER SUPPLY BUILDING 8548, 0.6 FEET EAST OF THE STEEL
 HS0711'LEG, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
 HS0711
 HS0711                          STATION RECOVERY (1965)
 HS0711
 HS0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0549 ***********************************************************************
 HS0549  DESIGNATION -  23.41 USBR
 HS0549  PID         -  HS0549
 HS0549  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0549  USGS QUAD   -  VERNALIS (1991)
 HS0549
 HS0549                         *CURRENT SURVEY CONTROL
 HS0549  ___________________________________________________________________
 HS0549* NAD 83(1986)-  37 37 51.     (N)    121 20 03.     (W)     SCALED    
 HS0549* NAVD 88     -        58.04   (+/-2cm)     190.4    (feet)  VERTCON   
 HS0549  ___________________________________________________________________
 HS0549  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HS0549  VERT ORDER  -  THIRD (See Below)
 HS0549
 HS0549.The horizontal coordinates were scaled from a topographic map and have
 HS0549.an estimated accuracy of +/- 6 seconds.
 HS0549
 HS0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0549.The vertical order pertains to the NGVD 29 superseded value.
 HS0549
 HS0549.The geoid height was determined by GEOID03.
 HS0549
 HS0549;                    North         East    Units  Estimated Accuracy
 HS0549;SPC CA 3     -   625,830.    1,926,370.      MT  (+/- 180 meters Scaled)
 HS0549
 HS0549                          SUPERSEDED SURVEY CONTROL
 HS0549
 HS0549  NGVD 29 (??/??/??)   57.30   (m)          188.0    (f) RESET       3  
 HS0549
 HS0549.Superseded values are not recommended for survey control.
 HS0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0549.See file dsdata.txt to determine how the superseded data were derived.
 HS0549
 HS0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG469661(NAD 83)
 HS0549_MARKER: DD = SURVEY DISK
 HS0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0549_SP_SET: WELL
 HS0549_STAMPING: 23.41
 HS0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0549
 HS0549  HISTORY     - Date     Condition        Report By
 HS0549  HISTORY     - UNK      MONUMENTED       BLM
 HS0549  HISTORY     - 1965     GOOD             NGS
 HS0549  HISTORY     - 1968     GOOD             NGS
 HS0549
 HS0549                          STATION DESCRIPTION
 HS0549
 HS0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS0549'4.4 MI SW FROM VERNALIS.
 HS0549'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 HS0549'AT VERNALIS, THENCE 2.8 MILES WEST ALONG VERNALIS ROAD, THENCE
 HS0549'0.9 MILE SOUTHEAST ALONG THE DELTA-MENDOTA CANAL, AT THE CROSSING
 HS0549'OF AN ASPHALT ROAD, AT CANAL STATION MILEAGE 23.41, AT AN OUTLET
 HS0549'GATE FOR AN IRRIGATION CANAL, IN THE TOP OF THE WEST CORNER OF A
 HS0549'CONCRETE WALL OF A 4 1/2- BY 3 1/2-FOOT DEEP WELL HOUSING A WATER
 HS0549'METER DEVISE, 131 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT
 HS0549'ROAD, 57 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD
 HS0549'ALONG THE NORTHEAST BANK OF THE CANAL, ABOUT 4 FEET LOWER THAN
 HS0549'THE CANAL ROAD, AND ABOUT 4 FEET ABOVE THE GROUND.
 HS0549
 HS0549                          STATION RECOVERY (1968)
 HS0549
 HS0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HS0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3760 ***********************************************************************
 HS3760  DESIGNATION -  23.656 EBMUD
 HS3760  PID         -  HS3760
 HS3760  STATE/COUNTY-  CA/CONTRA COSTA
 HS3760  USGS QUAD   -  BRENTWOOD (1978)
 HS3760
 HS3760                         *CURRENT SURVEY CONTROL
 HS3760  ___________________________________________________________________
 HS3760* NAD 83(1986)-  37 56 24.     (N)    121 38 27.     (W)     SCALED    
 HS3760* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 HS3760  ___________________________________________________________________
 HS3760  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS3760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3760
 HS3760.The horizontal coordinates were scaled from a topographic map and have
 HS3760.an estimated accuracy of +/- 6 seconds.
 HS3760
 HS3760.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3760.The vertical order pertains to the NGVD 29 superseded value.
 HS3760
 HS3760.The geoid height was determined by GEOID03.
 HS3760
 HS3760;                    North         East    Units  Estimated Accuracy
 HS3760;SPC CA 3     -   660,430.    1,899,730.      MT  (+/- 180 meters Scaled)
 HS3760
 HS3760                          SUPERSEDED SURVEY CONTROL
 HS3760
 HS3760  NGVD 29 (??/??/92)    7.233  (m)           23.73   (f) ADJ UNCH    2 0
 HS3760
 HS3760.Superseded values are not recommended for survey control.
 HS3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3760.See file dsdata.txt to determine how the superseded data were derived.
 HS3760
 HS3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH194000(NAD 83)
 HS3760_MARKER: DD = SURVEY DISK
 HS3760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3760_SP_SET: CONCRETE BOX MANHOLE
 HS3760_STAMPING: STA P 2763+68.00 ELEV 23.656
 HS3760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3760
 HS3760  HISTORY     - Date     Condition        Report By
 HS3760  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3760  HISTORY     - 1962     GOOD             NGS
 HS3760  HISTORY     - 1966     GOOD             NGS
 HS3760
 HS3760                          STATION DESCRIPTION
 HS3760
 HS3760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HS3760'2.7 MI SE FROM KNIGHTSEN.
 HS3760'1.8 MILES SOUTHEAST ALONG THE ATCHINSON, TOPEKA AND SANTA FE
 HS3760'RAILROAD TRACK FROM THE STATION AT KNIGHTSEN, THENCE 0.9 MILE
 HS3760'SOUTH ALONG BYRON HIGHWAY, AT THE JUNCTION OF ORWOOD ROAD, AT THE
 HS3760'CROSSING OF THE EAST BAY MUNICIPAL UTILITY DISTRICT 60-INCH TWIN
 HS3760'PIPES, SET IN THE APPROXIMATE CENTER OF THE WEST SIDE OF CONCRETE
 HS3760'BOX MANHOLE NO. 154, 62 FEET SOUTH OF THE CENTERLINE OF ORWOOD
 HS3760'ROAD, 59 FEET EAST OF THE CENTERLINE OF BYRON HIGHWAY, 30.2 FEET
 HS3760'EAST OF THE NORTH GATE POST OF A STEEL GATE, 28.2 FEET EAST OF
 HS3760'A FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.
 HS3760
 HS3760                          STATION RECOVERY (1966)
 HS3760
 HS3760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0550 ***********************************************************************
 HS0550  DESIGNATION -  23.94 USBR
 HS0550  PID         -  HS0550
 HS0550  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0550  USGS QUAD   -  SOLYO (1991)
 HS0550
 HS0550                         *CURRENT SURVEY CONTROL
 HS0550  ___________________________________________________________________
 HS0550* NAD 83(1986)-  37 37 26.     (N)    121 19 37.     (W)     SCALED    
 HS0550* NAVD 88     -        58.00   (+/-2cm)     190.3    (feet)  VERTCON   
 HS0550  ___________________________________________________________________
 HS0550  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HS0550  VERT ORDER  -  THIRD (See Below)
 HS0550
 HS0550.The horizontal coordinates were scaled from a topographic map and have
 HS0550.an estimated accuracy of +/- 6 seconds.
 HS0550
 HS0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0550.The vertical order pertains to the NGVD 29 superseded value.
 HS0550
 HS0550.The geoid height was determined by GEOID03.
 HS0550
 HS0550;                    North         East    Units  Estimated Accuracy
 HS0550;SPC CA 3     -   625,050.    1,927,000.      MT  (+/- 180 meters Scaled)
 HS0550
 HS0550                          SUPERSEDED SURVEY CONTROL
 HS0550
 HS0550  NGVD 29 (??/??/??)   57.25   (m)          187.8    (f) RESET       3  
 HS0550
 HS0550.Superseded values are not recommended for survey control.
 HS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0550.See file dsdata.txt to determine how the superseded data were derived.
 HS0550
 HS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG476654(NAD 83)
 HS0550_MARKER: DD = SURVEY DISK
 HS0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0550_SP_SET: CONCRETE SIPHON
 HS0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0550
 HS0550  HISTORY     - Date     Condition        Report By
 HS0550  HISTORY     - UNK      MONUMENTED       BOR
 HS0550  HISTORY     - 1959     GOOD             NGS
 HS0550  HISTORY     - 1965     MARK NOT FOUND   NGS
 HS0550
 HS0550                          STATION DESCRIPTION
 HS0550
 HS0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0550'5.2 MI W FROM VERNALIS.
 HS0550'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 HS0550'AT VERNALIS, THENCE 2.8 MILES WEST ALONG VERNALIS ROAD, THENCE
 HS0550'1.7 MILES SOUTHEAST ALONG THE DELTA-MENDOTA CANAL, AT THE CROSSING
 HS0550'OF BLEWETT ROAD, AT CONCRETE SIPHON 23.94, IN THE TOP OF THE WEST
 HS0550'END OF THE SOUTH CONCRETE HEADWALL, 40 FEET SOUTH OF THE CENTER
 HS0550'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 HS0550
 HS0550                          STATION RECOVERY (1965)
 HS0550
 HS0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2335 ***********************************************************************
 HS2335  DESIGNATION -  230 1 V
 HS2335  PID         -  HS2335
 HS2335  STATE/COUNTY-  CA/MERCED
 HS2335  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2335
 HS2335                         *CURRENT SURVEY CONTROL
 HS2335  ___________________________________________________________________
 HS2335* NAD 83(1986)-  37 04 08.     (N)    121 04 35.     (W)     SCALED    
 HS2335* NAVD 88     -        70.64   (+/-2cm)     231.8    (feet)  VERTCON   
 HS2335  ___________________________________________________________________
 HS2335  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS2335  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2335
 HS2335.The horizontal coordinates were scaled from a topographic map and have
 HS2335.an estimated accuracy of +/- 6 seconds.
 HS2335
 HS2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2335.The vertical order pertains to the NGVD 29 superseded value.
 HS2335
 HS2335.The geoid height was determined by GEOID03.
 HS2335
 HS2335;                    North         East    Units  Estimated Accuracy
 HS2335;SPC CA 3     -   563,290.    1,948,740.      MT  (+/- 180 meters Scaled)
 HS2335
 HS2335                          SUPERSEDED SURVEY CONTROL
 HS2335
 HS2335  NGVD 29 (??/??/??)   69.782  (m)          228.94   (f) ADJUSTED    1 1
 HS2335
 HS2335.Superseded values are not recommended for survey control.
 HS2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2335.See file dsdata.txt to determine how the superseded data were derived.
 HS2335
 HS2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG710042(NAD 83)
 HS2335_MARKER: DD = SURVEY DISK
 HS2335_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HS2335+WITH SETTING: PAVEMENT
 HS2335_SP_SET: CONCRETE PAD
 HS2335_STAMPING: 230-1-V
 HS2335_MARK LOGO: BOR   
 HS2335_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2335+STABILITY: SURFACE MOTION
 HS2335
 HS2335  HISTORY     - Date     Condition        Report By
 HS2335  HISTORY     - UNK      MONUMENTED       BOR
 HS2335  HISTORY     - 1967     GOOD             NGS
 HS2335  HISTORY     - 1970     GOOD             NGS
 HS2335  HISTORY     - 197411   GOOD             NGS
 HS2335
 HS2335                          STATION DESCRIPTION
 HS2335
 HS2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2335'AT SAN LUIS DAM.
 HS2335'AT SAN LUIS DAM, AT THE PUMPING AND GENERATOR PLANT, 94.3
 HS2335'FEET NORTH OF ENCH MARK 230-7-V (USBR), IN THE SOUTHWEST
 HS2335'CORNER OF A CONCRETE PAD FOR A BUTTERFLY VALVE FOR UNIT NO. 4,
 HS2335'30.5 FEET SOUTH OF THE SOUTH CORNER OF THE FOUNDATION FOR UNIT
 HS2335'NO. 4, 3.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STEEL
 HS2335'COVER OF VALVE, 4.0 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 HS2335'THE PAD, AND ABOUT LEVEL WITH THE ROADWAY.
 HS2335
 HS2335                          STATION RECOVERY (1970)
 HS2335
 HS2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HS2335'RECOVERED IN GOOD CONDITION.
 HS2335
 HS2335                          STATION RECOVERY (1974)
 HS2335
 HS2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 HS2335'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2339 ***********************************************************************
 HS2339  DESIGNATION -  230 3 V USBR
 HS2339  PID         -  HS2339
 HS2339  STATE/COUNTY-  CA/MERCED
 HS2339  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2339
 HS2339                         *CURRENT SURVEY CONTROL
 HS2339  ___________________________________________________________________
 HS2339* NAD 83(1986)-  37 04 12.     (N)    121 04 33.     (W)     SCALED    
 HS2339* NAVD 88     -        70.90   (+/-2cm)     232.6    (feet)  VERTCON   
 HS2339  ___________________________________________________________________
 HS2339  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS2339  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2339
 HS2339.The horizontal coordinates were scaled from a topographic map and have
 HS2339.an estimated accuracy of +/- 6 seconds.
 HS2339
 HS2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2339.The vertical order pertains to the NGVD 29 superseded value.
 HS2339
 HS2339.The geoid height was determined by GEOID03.
 HS2339
 HS2339;                    North         East    Units  Estimated Accuracy
 HS2339;SPC CA 3     -   563,420.    1,948,790.      MT  (+/- 180 meters Scaled)
 HS2339
 HS2339                          SUPERSEDED SURVEY CONTROL
 HS2339
 HS2339  NGVD 29 (??/??/??)   70.045  (m)          229.81   (f) ADJUSTED    1 1
 HS2339
 HS2339.Superseded values are not recommended for survey control.
 HS2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2339.See file dsdata.txt to determine how the superseded data were derived.
 HS2339
 HS2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG710043(NAD 83)
 HS2339_MARKER: DD = SURVEY DISK
 HS2339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2339_SP_SET: GATE DECK FLOOR
 HS2339_STAMPING: 230-3-V
 HS2339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2339
 HS2339  HISTORY     - Date     Condition        Report By
 HS2339  HISTORY     - UNK      MONUMENTED       BOR
 HS2339  HISTORY     - 1967     GOOD             NGS
 HS2339  HISTORY     - 1974     GOOD             NGS
 HS2339
 HS2339                          STATION DESCRIPTION
 HS2339
 HS2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2339'AT SAN LUIS DAM.
 HS2339'AT SAN LUIS DAM, ALONG THE EAST SIDE OF THE PUMP AND GENERATOR
 HS2339'PLANT, IN THE TOP OF THE FLOOR OF THE GATE DECK, NEAR THE
 HS2339'NORTH WALL OF VISITOR CENTER, 285 FEET SOUTH OF BENCH MARK
 HS2339'230-4-V (USBR), 11 FEET EAST OF THE EAST WALL OF THE MAIN
 HS2339'BUILDING, 2.0 FEET EAST OF THE CENTER OF THE SOUTH END OF
 HS2339'THE CRANE STOP, 1.0 FOOT NORTH OF THE SOUTH END OF THE GATE
 HS2339'DECK AND A GUARDRAIL, AND ABOUT LEVEL WITH BENCH MARK 230-4-V
 HS2339'(USBR).
 HS2339
 HS2339                          STATION RECOVERY (1974)
 HS2339
 HS2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2338 ***********************************************************************
 HS2338  DESIGNATION -  230 4 V USBR
 HS2338  PID         -  HS2338
 HS2338  STATE/COUNTY-  CA/MERCED
 HS2338  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2338
 HS2338                         *CURRENT SURVEY CONTROL
 HS2338  ___________________________________________________________________
 HS2338* NAD 83(1986)-  37 04 11.     (N)    121 04 37.     (W)     SCALED    
 HS2338* NAVD 88     -        70.91   (+/-2cm)     232.6    (feet)  VERTCON   
 HS2338  ___________________________________________________________________
 HS2338  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS2338  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2338
 HS2338.The horizontal coordinates were scaled from a topographic map and have
 HS2338.an estimated accuracy of +/- 6 seconds.
 HS2338
 HS2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2338.The vertical order pertains to the NGVD 29 superseded value.
 HS2338
 HS2338.The geoid height was determined by GEOID03.
 HS2338
 HS2338;                    North         East    Units  Estimated Accuracy
 HS2338;SPC CA 3     -   563,390.    1,948,690.      MT  (+/- 180 meters Scaled)
 HS2338
 HS2338                          SUPERSEDED SURVEY CONTROL
 HS2338
 HS2338  NGVD 29 (??/??/??)   70.055  (m)          229.84   (f) ADJUSTED    1 1
 HS2338
 HS2338.Superseded values are not recommended for survey control.
 HS2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2338.See file dsdata.txt to determine how the superseded data were derived.
 HS2338
 HS2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG709043(NAD 83)
 HS2338_MARKER: DD = SURVEY DISK
 HS2338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2338_SP_SET: GATE DECK FLOOR
 HS2338_STAMPING: 230-4-V
 HS2338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2338
 HS2338  HISTORY     - Date     Condition        Report By
 HS2338  HISTORY     - UNK      MONUMENTED       BOR
 HS2338  HISTORY     - 1967     GOOD             NGS
 HS2338  HISTORY     - 1974     GOOD             NGS
 HS2338
 HS2338                          STATION DESCRIPTION
 HS2338
 HS2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2338'AT SAN LUIS DAM.
 HS2338'AT SAN LUIS DAM, ALONG THE EAST SIDE OF THE PUMPING AND
 HS2338'GENERATOR PLANT, IN THE TOP OF THE FLOOR OF THE GATE DECK,
 HS2338'119 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 11
 HS2338'FEET EAST OF THE EAST WALL OF THE BUILDING, 2.5 FEET EAST OF
 HS2338'THE GANTRY CRANE RAIL, 1.5 FEET WEST OF A STEEL GUARDRAIL,
 HS2338'1.0 FOOT NORTH OF AN EXPANSION JOINT BETWEEN UNITS 6 AND 7,
 HS2338
 HS2338                          STATION RECOVERY (1974)
 HS2338
 HS2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2337 ***********************************************************************
 HS2337  DESIGNATION -  230 5 V
 HS2337  PID         -  HS2337
 HS2337  STATE/COUNTY-  CA/MERCED
 HS2337  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2337
 HS2337                         *CURRENT SURVEY CONTROL
 HS2337  ___________________________________________________________________
 HS2337* NAD 83(1986)-  37 04 11.     (N)    121 04 36.     (W)     SCALED    
 HS2337* NAVD 88     -        70.64   (+/-2cm)     231.8    (feet)  VERTCON   
 HS2337  ___________________________________________________________________
 HS2337  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS2337  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2337
 HS2337.The horizontal coordinates were scaled from a topographic map and have
 HS2337.an estimated accuracy of +/- 6 seconds.
 HS2337
 HS2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2337.The vertical order pertains to the NGVD 29 superseded value.
 HS2337
 HS2337.The geoid height was determined by GEOID03.
 HS2337
 HS2337;                    North         East    Units  Estimated Accuracy
 HS2337;SPC CA 3     -   563,390.    1,948,720.      MT  (+/- 180 meters Scaled)
 HS2337
 HS2337                          SUPERSEDED SURVEY CONTROL
 HS2337
 HS2337  NGVD 29 (??/??/??)   69.785  (m)          228.95   (f) ADJUSTED    1 1
 HS2337
 HS2337.Superseded values are not recommended for survey control.
 HS2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2337.See file dsdata.txt to determine how the superseded data were derived.
 HS2337
 HS2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG709043(NAD 83)
 HS2337_MARKER: DD = SURVEY DISK
 HS2337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HS2337+WITH SETTING: PAVEMENT
 HS2337_SP_SET: CONCRETE PAD
 HS2337_STAMPING: 230-5-V
 HS2337_MARK LOGO: BOR   
 HS2337_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2337+STABILITY: SURFACE MOTION
 HS2337
 HS2337  HISTORY     - Date     Condition        Report By
 HS2337  HISTORY     - UNK      MONUMENTED       BOR
 HS2337  HISTORY     - 1967     GOOD             CGS
 HS2337  HISTORY     - 197411   GOOD             NGS
 HS2337  HISTORY     - 1976     GOOD             NGS
 HS2337
 HS2337                          STATION DESCRIPTION
 HS2337
 HS2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HS2337'AT SAN LUIS DAM.
 HS2337'AT SAN LUIS DAM, ALONG THE WEST SIDE OF THE PUMP AND GENERATOR
 HS2337'PLANT, ABOUT 195 FEET NORTH OF BENCH MARK 230-6-V (USBR), IN
 HS2337'R8E T10S S15, IN THE TOP OF THE NORTHWEST CORNER OF THE
 HS2337'CONCRETE PAD FOR THE BUTTERFLY VALVE FOR UNIT NO. 8, 60
 HS2337'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE MAIN BUILDING,
 HS2337'6.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL VALVE
 HS2337'COVER, 1.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 HS2337'PAD, AND ABOUT LEVEL WITH THE YARD.
 HS2337
 HS2337                          STATION RECOVERY (1974)
 HS2337
 HS2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 HS2337'RECOVERED AS DESCRIBED.
 HS2337
 HS2337                          STATION RECOVERY (1976)
 HS2337
 HS2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HS2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2336 ***********************************************************************
 HS2336  DESIGNATION -  230 6 V USBR
 HS2336  PID         -  HS2336
 HS2336  STATE/COUNTY-  CA/MERCED
 HS2336  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2336
 HS2336                         *CURRENT SURVEY CONTROL
 HS2336  ___________________________________________________________________
 HS2336* NAD 83(1986)-  37 04 10.     (N)    121 04 36.     (W)     SCALED    
 HS2336* NAVD 88     -        70.64   (+/-2cm)     231.8    (feet)  VERTCON   
 HS2336  ___________________________________________________________________
 HS2336  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS2336  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2336
 HS2336.The horizontal coordinates were scaled from a topographic map and have
 HS2336.an estimated accuracy of +/- 6 seconds.
 HS2336
 HS2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2336.The vertical order pertains to the NGVD 29 superseded value.
 HS2336
 HS2336.The geoid height was determined by GEOID03.
 HS2336
 HS2336;                    North         East    Units  Estimated Accuracy
 HS2336;SPC CA 3     -   563,360.    1,948,720.      MT  (+/- 180 meters Scaled)
 HS2336
 HS2336                          SUPERSEDED SURVEY CONTROL
 HS2336
 HS2336  NGVD 29 (??/??/??)   69.786  (m)          228.96   (f) ADJUSTED    1 1
 HS2336
 HS2336.Superseded values are not recommended for survey control.
 HS2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2336.See file dsdata.txt to determine how the superseded data were derived.
 HS2336
 HS2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG709043(NAD 83)
 HS2336_MARKER: DD = SURVEY DISK
 HS2336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2336_SP_SET: CONCRETE PAD
 HS2336_STAMPING: 230-6-V
 HS2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2336
 HS2336  HISTORY     - Date     Condition        Report By
 HS2336  HISTORY     - UNK      MONUMENTED       BOR
 HS2336  HISTORY     - 1967     GOOD             NGS
 HS2336  HISTORY     - 1974     GOOD             NGS
 HS2336
 HS2336                          STATION DESCRIPTION
 HS2336
 HS2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2336'AT SAN LUIS DAM.
 HS2336'AT SAN LUIS DAM, ALONG THE WEST SIDE OF THE PUMPING AND
 HS2336'GENERATOR PLANT, ABOUT 195 FEET NORTH OF BENCH MARK 230-7-V
 HS2336'(USBR), IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE PAD
 HS2336'FOR A BUTTERFLY VALVE FOR UNIT NO. 5, 45 FEET WEST OF THE
 HS2336'WEST MAIN WALL OF THE BUILDING, 15 FEET SOUTH-SOUTHWEST OF THE
 HS2336'SOUTHWEST CORNER OF A STEEL VALVE COVER, 2.0 FEET NORTH OF AN
 HS2336'EXPANSION JOINT, 1.5 FEET EAST OF THE WEST EDGE OF THE PAD,
 HS2336'AND ABOUT LEVEL WITH THE YARD.
 HS2336
 HS2336                          STATION RECOVERY (1974)
 HS2336
 HS2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2334 ***********************************************************************
 HS2334  DESIGNATION -  230 7 V USBR
 HS2334  PID         -  HS2334
 HS2334  STATE/COUNTY-  CA/MERCED
 HS2334  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2334
 HS2334                         *CURRENT SURVEY CONTROL
 HS2334  ___________________________________________________________________
 HS2334* NAD 83(1986)-  37 04 08.     (N)    121 04 36.     (W)     SCALED    
 HS2334* NAVD 88     -        70.65   (+/-2cm)     231.8    (feet)  VERTCON   
 HS2334  ___________________________________________________________________
 HS2334  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS2334  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2334
 HS2334.The horizontal coordinates were scaled from a topographic map and have
 HS2334.an estimated accuracy of +/- 6 seconds.
 HS2334
 HS2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2334.The vertical order pertains to the NGVD 29 superseded value.
 HS2334
 HS2334.The geoid height was determined by GEOID03.
 HS2334
 HS2334;                    North         East    Units  Estimated Accuracy
 HS2334;SPC CA 3     -   563,290.    1,948,720.      MT  (+/- 180 meters Scaled)
 HS2334
 HS2334                          SUPERSEDED SURVEY CONTROL
 HS2334
 HS2334  NGVD 29 (??/??/??)   69.788  (m)          228.96   (f) ADJUSTED    1 1
 HS2334
 HS2334.Superseded values are not recommended for survey control.
 HS2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2334.See file dsdata.txt to determine how the superseded data were derived.
 HS2334
 HS2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG709042(NAD 83)
 HS2334_MARKER: DD = SURVEY DISK
 HS2334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2334_SP_SET: CONCRETE PAD
 HS2334_STAMPING: 230-7-V
 HS2334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2334
 HS2334  HISTORY     - Date     Condition        Report By
 HS2334  HISTORY     - UNK      MONUMENTED       BOR
 HS2334  HISTORY     - 1967     GOOD             NGS
 HS2334  HISTORY     - 1974     GOOD             NGS
 HS2334
 HS2334                          STATION DESCRIPTION
 HS2334
 HS2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2334'AT SAN LUIS DAM.
 HS2334'AT SAN LUIS DAM, AT THE PUMPING AND GENERATING PLANT, IN THE
 HS2334'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE PAD FOR A BUTTERFLY
 HS2334'VALVE FOR UNIT NO. 1, 12 FEET NORTH OF THE NORTHWEST CORNER
 HS2334'OF THE MACHINE SHOP, 5.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HS2334'OF A STEEL VALVE COVER, 2.0 FEET NORTHEAST OF THE SOUTHWEST
 HS2334'CORNER OF THE PAD, AND ABOUT LEVEL WITH THE YARD.
 HS2334
 HS2334                          STATION RECOVERY (1974)
 HS2334
 HS2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0798 ***********************************************************************
 FU0798  DESIGNATION -  230+00 CAHD
 FU0798  PID         -  FU0798
 FU0798  STATE/COUNTY-  CA/TULARE
 FU0798  USGS QUAD   -  DELANO WEST (1969)
 FU0798
 FU0798                         *CURRENT SURVEY CONTROL
 FU0798  ___________________________________________________________________
 FU0798* NAD 83(1986)-  35 51 10.     (N)    119 15 59.     (W)     SCALED    
 FU0798* NAVD 88     -        88.64   (+/-2cm)     290.8    (feet)  VERTCON   
 FU0798  ___________________________________________________________________
 FU0798  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 FU0798  VERT ORDER  -  THIRD (See Below)
 FU0798
 FU0798.The horizontal coordinates were scaled from a topographic map and have
 FU0798.an estimated accuracy of +/- 6 seconds.
 FU0798
 FU0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0798.The vertical order pertains to the NGVD 29 superseded value.
 FU0798
 FU0798.The geoid height was determined by GEOID03.
 FU0798
 FU0798;                    North         East    Units  Estimated Accuracy
 FU0798;SPC CA 4     -   557,670.    1,975,940.      MT  (+/- 180 meters Scaled)
 FU0798
 FU0798                          SUPERSEDED SURVEY CONTROL
 FU0798
 FU0798  NGVD 29 (??/??/??)   87.82   (m)          288.1    (f) RESET       3  
 FU0798
 FU0798.Superseded values are not recommended for survey control.
 FU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0798.See file dsdata.txt to determine how the superseded data were derived.
 FU0798
 FU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV953699(NAD 83)
 FU0798_MARKER: DD = SURVEY DISK
 FU0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0798+STABILITY: SURFACE MOTION
 FU0798
 FU0798  HISTORY     - Date     Condition        Report By
 FU0798  HISTORY     - UNK      MONUMENTED       CADH
 FU0798  HISTORY     - 1957     GOOD             NGS
 FU0798  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0798
 FU0798                          STATION DESCRIPTION
 FU0798
 FU0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0798'2.2 MI S FROM EARLIMART.
 FU0798'2.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0798'FROM THE STATION AT EARLIMART, IN R25E T24S S10, 0.1 MILE SOUTH
 FU0798'OF CONCRETE BRIDGE 46-07 OVER A CANAL, BETWEEN THE EAST AND
 FU0798'WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 6 1/2 TELEPHONE POLES
 FU0798'NORTH OF MILEPOLE 275, 53 FEET EAST OF THE CENTER LINE OF THE
 FU0798'WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE
 FU0798'OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER
 FU0798'LINE OF THE EAST LANES OF THE HIGHWAY, 0.9 FOOT SOUTH OF A
 FU0798'STEEL WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE EAST LANES
 FU0798'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FU0798'WITH THE GROUND.
 FU0798
 FU0798                          STATION RECOVERY (1969)
 FU0798
 FU0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1998 ***********************************************************************
 FU1998  DESIGNATION -  230+00 POT CAHD
 FU1998  PID         -  FU1998
 FU1998  STATE/COUNTY-  CA/KERN
 FU1998  USGS QUAD   -  TAFT (1973)
 FU1998
 FU1998                         *CURRENT SURVEY CONTROL
 FU1998  ___________________________________________________________________
 FU1998* NAD 83(1986)-  35 11 20.     (N)    119 26 27.     (W)     SCALED    
 FU1998* NAVD 88     -       189.41   (+/-2cm)     621.4    (feet)  VERTCON   
 FU1998  ___________________________________________________________________
 FU1998  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 FU1998  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU1998
 FU1998.The horizontal coordinates were scaled from a topographic map and have
 FU1998.an estimated accuracy of +/- 6 seconds.
 FU1998
 FU1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1998.The vertical order pertains to the NGVD 29 superseded value.
 FU1998
 FU1998.The geoid height was determined by GEOID03.
 FU1998
 FU1998;                    North         East    Units  Estimated Accuracy
 FU1998;SPC CA 5     -   688,280.    1,868,780.      MT  (+/- 180 meters Scaled)
 FU1998
 FU1998                          SUPERSEDED SURVEY CONTROL
 FU1998
 FU1998  NGVD 29 (??/??/92)  188.622  (m)          618.84   (f) ADJ UNCH    1 1
 FU1998
 FU1998.Superseded values are not recommended for survey control.
 FU1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1998.See file dsdata.txt to determine how the superseded data were derived.
 FU1998
 FU1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU777967(NAD 83)
 FU1998_MARKER: DD = SURVEY DISK
 FU1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1998_STAMPING: 230+00 POT 00
 FU1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1998+STABILITY: SURFACE MOTION
 FU1998
 FU1998  HISTORY     - Date     Condition        Report By
 FU1998  HISTORY     - UNK      MONUMENTED       CADH
 FU1998  HISTORY     - 1975     GOOD             NGS
 FU1998
 FU1998                          STATION DESCRIPTION
 FU1998
 FU1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU1998'2.8 MI NE FROM FORD CITY.
 FU1998'0.1 MILE EAST ALONG DATE STREET FROM THE JEFFERSON SCHOOL
 FU1998'AT FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET,
 FU1998'THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 119, 23 FEET
 FU1998'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 70.5 FEET SOUTH
 FU1998'OF AND ACROSS THE HIGHWAY FROM BENCH MARK D 1132, 82 1/2 FEET
 FU1998'SOUTHWEST OF THE CENTER OF THE EAST END OF A 24-INCH PIPE
 FU1998'CULVERT, 71 FEET NORTHWEST OF HIGHWAY MARKER 230+00, ABOUT 1/2
 FU1998'FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FU1998'POST FLUSH WITH THE GROUND.  SEC 31, T31S, R24E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0758 ***********************************************************************
 FU0758  DESIGNATION -  230.5 USGS
 FU0758  PID         -  FU0758
 FU0758  STATE/COUNTY-  CA/TULARE
 FU0758  USGS QUAD   -  DELANO WEST (1969)
 FU0758
 FU0758                         *CURRENT SURVEY CONTROL
 FU0758  ___________________________________________________________________
 FU0758* NAD 83(1986)-  35 49 25.     (N)    119 22 00.     (W)     SCALED    
 FU0758* NAVD 88     -        69.57   (+/-2cm)     228.2    (feet)  VERTCON   
 FU0758  ___________________________________________________________________
 FU0758  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 FU0758  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU0758
 FU0758.The horizontal coordinates were scaled from a topographic map and have
 FU0758.an estimated accuracy of +/- 6 seconds.
 FU0758
 FU0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0758.The vertical order pertains to the NGVD 29 superseded value.
 FU0758
 FU0758.The geoid height was determined by GEOID03.
 FU0758
 FU0758;                    North         East    Units  Estimated Accuracy
 FU0758;SPC CA 4     -   554,470.    1,966,870.      MT  (+/- 180 meters Scaled)
 FU0758
 FU0758                          SUPERSEDED SURVEY CONTROL
 FU0758
 FU0758  NGVD 29 (??/??/92)   68.762  (m)          225.60   (f) ADJ UNCH    1 2
 FU0758
 FU0758.Superseded values are not recommended for survey control.
 FU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0758.See file dsdata.txt to determine how the superseded data were derived.
 FU0758
 FU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV862669(NAD 83)
 FU0758_MARKER: Q = CHISELED SQUARE
 FU0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0758_SP_SET: CULVERT
 FU0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0758
 FU0758  HISTORY     - Date     Condition        Report By
 FU0758  HISTORY     - UNK      MONUMENTED       USGS
 FU0758  HISTORY     - 1954     GOOD             NGS
 FU0758  HISTORY     - 1966     GOOD             NGS
 FU0758
 FU0758                          STATION DESCRIPTION
 FU0758
 FU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU0758'3 MI S FROM ALLENSWORTH.
 FU0758'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FU0758'FROM THE CROSSING OF A GRADED DIRT ROAD AT ALLENSWORTH, 1 POLE
 FU0758'NORTH OF MILEPOLE 929, AT DOUBLE 24-INCH CONCRETE PIPE CULVERT
 FU0758'A 930, ON TOP OF THE WEST CONCRETE HEAD WALL, 8.4 FEET WEST
 FU0758'OF THE WEST RAIL, 0.5 FOOT NORTH OF THE SOUTH END OF THE HEAD
 FU0758'WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.  IN R 24 E
 FU0758'T 24 S S 22.
 FU0758
 FU0758                          STATION RECOVERY (1966)
 FU0758
 FU0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0563 ***********************************************************************
 KT0563  DESIGNATION -  2300.5 USGS
 KT0563  PID         -  KT0563
 KT0563  STATE/COUNTY-  CA/LAKE
 KT0563  USGS QUAD   -  BARTLETT SPRINGS (1989)
 KT0563
 KT0563                         *CURRENT SURVEY CONTROL
 KT0563  ___________________________________________________________________
 KT0563* NAD 83(1986)-  39 10 37.     (N)    122 43 42.     (W)     SCALED    
 KT0563* NAVD 88     -       646.13   (+/-2cm)    2119.8    (feet)  VERTCON   
 KT0563  ___________________________________________________________________
 KT0563  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 KT0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0563
 KT0563.The horizontal coordinates were scaled from a topographic map and have
 KT0563.an estimated accuracy of +/- 6 seconds.
 KT0563
 KT0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0563.The vertical order pertains to the NGVD 29 superseded value.
 KT0563
 KT0563.The geoid height was determined by GEOID03.
 KT0563
 KT0563;                    North         East    Units  Estimated Accuracy
 KT0563;SPC CA 2     -   667,900.    1,937,070.      MT  (+/- 180 meters Scaled)
 KT0563
 KT0563                          SUPERSEDED SURVEY CONTROL
 KT0563
 KT0563  NGVD 29 (??/??/92)  645.230  (m)         2116.89   (f) ADJ UNCH    2 0
 KT0563
 KT0563.Superseded values are not recommended for survey control.
 KT0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0563.See file dsdata.txt to determine how the superseded data were derived.
 KT0563
 KT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ234364(NAD 83)
 KT0563_MARKER: N = NAIL
 KT0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0563_SP_SET: TREE
 KT0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0563
 KT0563  HISTORY     - Date     Condition        Report By
 KT0563  HISTORY     - UNK      MONUMENTED       USGS
 KT0563  HISTORY     - 1935     GOOD             NGS
 KT0563  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0563
 KT0563                          STATION DESCRIPTION
 KT0563
 KT0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0563'1.5 MI SW FROM BARTLETT SPRINGS.
 KT0563'1.5 MILES SOUTHWEST ALONG THE LUCERNE ROAD FROM BARTLETT SPRINGS,
 KT0563'LAKE COUNTY, AT A Y-ROAD JUNCTION, 85 FEET SOUTHWEST OF A CREEK
 KT0563'CROSSING, ON THE NORTHEAST SIDE OF A 40-INCH OAK TREE, AND IN
 KT0563'THE ROOT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 KT0563'NAIL AND WASHER.
 KT0563
 KT0563                          STATION RECOVERY (1966)
 KT0563
 KT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0920 ***********************************************************************
 FT0920  DESIGNATION -  2301.17
 FT0920  PID         -  FT0920
 FT0920  STATE/COUNTY-  CA/KERN
 FT0920  USGS QUAD   -  INYOKERN (1972)
 FT0920
 FT0920                         *CURRENT SURVEY CONTROL
 FT0920  ___________________________________________________________________
 FT0920* NAD 83(1986)-  35 43 55.     (N)    117 50 11.     (W)     SCALED    
 FT0920* NAVD 88     -       701.540  (meters)    2301.64   (feet)  ADJUSTED  
 FT0920  ___________________________________________________________________
 FT0920  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FT0920  DYNAMIC HT  -         700.764 (meters)    2299.09  (feet)  COMP
 FT0920  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 FT0920
 FT0920  VERT ORDER  -  FIRST     CLASS II
 FT0920
 FT0920.The horizontal coordinates were scaled from a topographic map and have
 FT0920.an estimated accuracy of +/- 6 seconds.
 FT0920
 FT0920.The orthometric height was determined by differential leveling
 FT0920.and adjusted in June 1991.
 FT0920.WARNING-Repeat measurements at this control monument indicate possible
 FT0920.vertical movement.
 FT0920
 FT0920.The geoid height was determined by GEOID03.
 FT0920
 FT0920.The dynamic height is computed by dividing the NAVD 88
 FT0920.geopotential number by the normal gravity value computed on the
 FT0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0920.degrees latitude (g = 980.6199 gals.).
 FT0920
 FT0920.The modeled gravity was interpolated from observed gravity values.
 FT0920
 FT0920;                    North         East    Units  Estimated Accuracy
 FT0920;SPC CA 5     -   747,610.    2,014,800.      MT  (+/- 180 meters Scaled)
 FT0920
 FT0920                          SUPERSEDED SURVEY CONTROL
 FT0920
 FT0920  NGVD 29 (??/??/??)  700.80   (m)         2299.2    (f) RESET       3  
 FT0920
 FT0920.Superseded values are not recommended for survey control.
 FT0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0920.See file dsdata.txt to determine how the superseded data were derived.
 FT0920
 FT0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV243545(NAD 83)
 FT0920_MARKER: S = SPIKE
 FT0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FT0920_SP_SET: MILEPOST
 FT0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0920
 FT0920  HISTORY     - Date     Condition        Report By
 FT0920  HISTORY     - UNK      MONUMENTED       USGS
 FT0920  HISTORY     - 1962     GOOD             NGS
 FT0920
 FT0920                          STATION DESCRIPTION
 FT0920
 FT0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FT0920'6 MI N FROM INYOKERN.
 FT0920'6.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FT0920'FROM THE STATION AT INYOKERN, DRIVEN IN THE BASE OF THE
 FT0920'WEST-SOUTHWEST SIDE OF MILEPOLE 453, 41 FEET EAST-NORTHEAST
 FT0920'OF THE NEAR RAIL, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0540 ***********************************************************************
 EW0540  DESIGNATION -  2302 B USGS
 EW0540  PID         -  EW0540
 EW0540  STATE/COUNTY-  CA/LOS ANGELES
 EW0540  USGS QUAD   -  ROSAMOND (1973)
 EW0540
 EW0540                         *CURRENT SURVEY CONTROL
 EW0540  ___________________________________________________________________
 EW0540* NAD 83(1986)-  34 45 02.     (N)    118 08 41.     (W)     SCALED    
 EW0540* NAVD 88     -       702.346  (meters)    2304.28   (feet)  ADJUSTED  
 EW0540  ___________________________________________________________________
 EW0540  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EW0540  DYNAMIC HT  -         701.542 (meters)    2301.64  (feet)  COMP
 EW0540  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 EW0540  OBS GRAVITY -     979,462.5   (mgal)                       GRAV_OBS
 EW0540
 EW0540  VERT ORDER  -  FIRST     CLASS I
 EW0540
 EW0540.The horizontal coordinates were scaled from a topographic map and have
 EW0540.an estimated accuracy of +/- 6 seconds.
 EW0540
 EW0540.The orthometric height was determined by differential leveling
 EW0540.and adjusted in June 1991.
 EW0540
 EW0540.The geoid height was determined by GEOID03.
 EW0540
 EW0540.The dynamic height is computed by dividing the NAVD 88
 EW0540.geopotential number by the normal gravity value computed on the
 EW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0540.degrees latitude (g = 980.6199 gals.).
 EW0540
 EW0540.The modeled gravity was interpolated from observed gravity values.
 EW0540.The observed gravity was obtained from relative gravimeter ties
 EW0540.to the IGSN71 gravity network.
 EW0540
 EW0540;                    North         East    Units  Estimated Accuracy
 EW0540;SPC CA 5     -   638,730.    1,986,750.      MT  (+/- 180 meters Scaled)
 EW0540
 EW0540                          SUPERSEDED SURVEY CONTROL
 EW0540
 EW0540  NGVD 29 (??/??/92)  701.500  (m)         2301.50   (f) ADJ UNCH    1 1
 EW0540
 EW0540.Superseded values are not recommended for survey control.
 EW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0540.See file dsdata.txt to determine how the superseded data were derived.
 EW0540
 EW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU952459(NAD 83)
 EW0540_MARKER: P = PIPE CAP
 EW0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0540_STAMPING: 2302 B 1902 33
 EW0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0540
 EW0540  HISTORY     - Date     Condition        Report By
 EW0540  HISTORY     - 1902     MONUMENTED       USGS
 EW0540  HISTORY     - 1955     GOOD             NGS
 EW0540  HISTORY     - 1971     GOOD             NGS
 EW0540  HISTORY     - 1977     GOOD             NGS
 EW0540
 EW0540                          STATION DESCRIPTION
 EW0540
 EW0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW0540'3.6 MI N FROM LANCASTER.
 EW0540'3.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW0540'THE STATION AT LANCASTER, 86 1/2 FEET NORTH OF THE 4TH TELEPHONE
 EW0540'POLE NORTH OF MILEPOLE 402, 84.9 FEET EAST OF THE CENTER LINE OF
 EW0540'U.S. HIGHWAY 6, 46.0 FEET WEST OF THE WEST RAIL, ABOUT 2 FEET LOWER
 EW0540'THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3-INCH IRON PIPE
 EW0540'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 EW0540
 EW0540                          STATION RECOVERY (1971)
 EW0540
 EW0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0540'RECOVERED IN GOOD CONDITION.
 EW0540
 EW0540                          STATION RECOVERY (1977)
 EW0540
 EW0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4370 ***********************************************************************
 AA4370  DESIGNATION -  2304 RESET
 AA4370  PID         -  AA4370
 AA4370  STATE/COUNTY-  CA/TRINITY
 AA4370  USGS QUAD   -  HAYFORK (1982)
 AA4370
 AA4370                         *CURRENT SURVEY CONTROL
 AA4370  ___________________________________________________________________
 AA4370* NAD 83(1986)-  40 32 58.     (N)    123 11 28.     (W)     SCALED    
 AA4370* NAVD 88     -       703.16   (+/-2cm)    2307.0    (feet)  VERTCON   
 AA4370  ___________________________________________________________________
 AA4370  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AA4370  VERT ORDER  -  THIRD (See Below)
 AA4370
 AA4370.The horizontal coordinates were scaled from a topographic map and have
 AA4370.an estimated accuracy of +/- 6 seconds.
 AA4370
 AA4370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4370.The vertical order pertains to the NGVD 29 superseded value.
 AA4370
 AA4370.The geoid height was determined by GEOID03.
 AA4370
 AA4370;                    North         East    Units  Estimated Accuracy
 AA4370;SPC CA 1     -   635,720.    1,899,120.      MT  (+/- 180 meters Scaled)
 AA4370
 AA4370                          SUPERSEDED SURVEY CONTROL
 AA4370
 AA4370  NGVD 29 (08/19/04)  702.24   (m)         2303.9    (f) RESET       3  
 AA4370
 AA4370.Superseded values are not recommended for survey control.
 AA4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4370.See file dsdata.txt to determine how the superseded data were derived.
 AA4370
 AA4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK838887(NAD 83)
 AA4370_MARKER: DD = SURVEY DISK
 AA4370_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA4370_SP_SET: BRIDGE WINGWALL
 AA4370_STAMPING: 2304 USGS RESET 1978
 AA4370_MARK LOGO: USGS  
 AA4370_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4370
 AA4370  HISTORY     - Date     Condition        Report By
 AA4370  HISTORY     - 1978     MONUMENTED       CADT
 AA4370
 AA4370                          STATION DESCRIPTION
 AA4370
 AA4370'DESCRIBED BY CALTRANS 1978 (DS)
 AA4370'0.7 MILE (1.1 KM) WEST ALONG HIGHWAY 3 FROM THE POST OFFICE IN HAYFORK
 AA4370'AT THE LARGE CONCRETE BRIDGE, NO 5-20, OVER HAYFORK RIVER IN THE TOP
 AA4370'OF THE WEST CONCRETE WINGWALL, 7.5 FEET (2.3 M) SOUTH OF THE SOUTH END
 AA4370'OF THE BRIDGE, 12.7 FEET (3.9 M) WEST OF THE CENTERLINE OF THE
 AA4370'HIGHWAY, 0.5 FEET (15.2 CM) EAST OF THE GUARDRAIL FACE, AND 0.2 FEET
 AA4370'(6.1 CM) BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1974 ***********************************************************************
 DY1974  DESIGNATION -  231 A
 DY1974  PID         -  DY1974
 DY1974  STATE/COUNTY-  CA/LOS ANGELES
 DY1974  USGS QUAD   -  TORRANCE (1981)
 DY1974
 DY1974                         *CURRENT SURVEY CONTROL
 DY1974  ___________________________________________________________________
 DY1974* NAD 83(1986)-  33 50 48.     (N)    118 15 56.     (W)     SCALED    
 DY1974* NAVD 88     -         4.630  (meters)      15.19   (feet)  ADJUSTED  
 DY1974  ___________________________________________________________________
 DY1974  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1974  DYNAMIC HT  -           4.625 (meters)      15.17  (feet)  COMP
 DY1974  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 DY1974
 DY1974  VERT ORDER  -  FIRST     CLASS I
 DY1974
 DY1974.The horizontal coordinates were scaled from a topographic map and have
 DY1974.an estimated accuracy of +/- 6 seconds.
 DY1974
 DY1974.The orthometric height was determined by differential leveling
 DY1974.and adjusted in June 1995.
 DY1974.WARNING-Repeat measurements at this control monument indicate possible
 DY1974.vertical movement.
 DY1974
 DY1974.The geoid height was determined by GEOID03.
 DY1974
 DY1974.The dynamic height is computed by dividing the NAVD 88
 DY1974.geopotential number by the normal gravity value computed on the
 DY1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1974.degrees latitude (g = 980.6199 gals.).
 DY1974
 DY1974.The modeled gravity was interpolated from observed gravity values.
 DY1974
 DY1974;                    North         East    Units  Estimated Accuracy
 DY1974;SPC CA 5     -   538,490.    1,975,420.      MT  (+/- 180 meters Scaled)
 DY1974
 DY1974                          SUPERSEDED SURVEY CONTROL
 DY1974
 DY1974  NAVD 88 (06/15/91)    4.637  (m)           15.21   (f) UNKNOWN     1 1
 DY1974
 DY1974.Superseded values are not recommended for survey control.
 DY1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1974.See file dsdata.txt to determine how the superseded data were derived.
 DY1974
 DY1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829458(NAD 83)
 DY1974_MARKER: Z = SEE DESCRIPTION
 DY1974_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DY1974_SP_SET: TOWER FOOTING
 DY1974_MARK LOGO: NONE  
 DY1974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1974+STABILITY: SURFACE MOTION
 DY1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1974+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1995
 DY1974
 DY1974  HISTORY     - Date     Condition        Report By
 DY1974  HISTORY     - 1968     MONUMENTED       CA1980
 DY1974  HISTORY     - 1968     GOOD             CA1980
 DY1974  HISTORY     - 1976     GOOD             NGS
 DY1974  HISTORY     - 1978     GOOD             NGS
 DY1974  HISTORY     - 19890531 GOOD             CA1980
 DY1974  HISTORY     - 19940722 GOOD             NGS
 DY1974  HISTORY     - 19950511 GOOD             MWDSC
 DY1974
 DY1974                          STATION DESCRIPTION
 DY1974
 DY1974'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1974'AT CARSON.
 DY1974'SCREW AND LEAD IN CONCRETE FOOTING OF NORTHEAST LEG OF TRANSMISSION
 DY1974'TOWER 1354 IN AVALON BOULEVARD, 1.1 MILES NORTH OF CARSON STREET.
 DY1974'LOS ANGELES COUNTY ROAD DEPARTMENT BENCHMARK 231A.
 DY1974
 DY1974                          STATION RECOVERY (1976)
 DY1974
 DY1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1974'AT LOS ANGELES, 0.05 MI SOUTH OF THE INTERSECTION OF AVALON BOULEVARD
 DY1974'AND DEL AMO BOULEVARD, A SCREW IN LEAD IN TOP OF THE CONCRETE BASE FOR
 DY1974'THE NORTHEAST LEG OF POWER TRANSMISSION TOWER 1354.
 DY1974
 DY1974                          STATION RECOVERY (1978)
 DY1974
 DY1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1974'RECOVERED IN GOOD CONDITION.
 DY1974
 DY1974                          STATION RECOVERY (1989)
 DY1974
 DY1974'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1989
 DY1974'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT CARSON,
 DY1974'AT THE JUNCTION OF DEL AMO BOULEVARD AND AVALON BOULEVARD, A SCREW
 DY1974'AND LEADED IN TOP OF A CONCRETE FOOTING OF THE NORTHEAST LEG OF A
 DY1974'UTILITY STEEL TOWER NUMBER 1354, IN THE MEDIUM OF AVALON BOULEVARD
 DY1974'92.9 M (304.8 FT) S OF THE CENTER OF DEL AMO BOULEVARD, 8.0 M (26.2
 DY1974'FT) W OF THE CENTER OF THE N BOUND LANES OF THE AVALON BOULEVARD AND
 DY1974'9.0 M (29.5 FT) ABOVE THE AVALON BOULEVARD SURFACE,
 DY1974
 DY1974                          STATION RECOVERY (1994)
 DY1974
 DY1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1974'IN CARSON, AT THE INTERSECTION OF DEL AMO AND AVALON BOULEVARDS, A
 DY1974'SCREW IN THE CONCRETE FOOTING OF THE NORTHEAST LEG OF HIGH LINE TOWER
 DY1974'NUMBER 1354, 92.4 M (303.1 FT) SOUTH OF THE CENTER OF DEL AMO
 DY1974'BOULEVARD, 7.2 M (23.6 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES
 DY1974'OF AVALON BOULEVARD, 0.9 M (3.0 FT) ABOVE THE LEVEL OF AVALON
 DY1974'BOULEVARD, AND 0.4 M (1.3 FT) NORTH OF THE NORTHEAST LEG OF THE TOWER.
 DY1974
 DY1974                          STATION RECOVERY (1995)
 DY1974
 DY1974'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1974'RECOVERED AS DESCRIBED.  REF MWD FB 2021 01 009,TB 764/E4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0570 ***********************************************************************
 DC0570  DESIGNATION -  2315.0 USGS
 DC0570  PID         -  DC0570
 DC0570  STATE/COUNTY-  CA/SAN DIEGO
 DC0570  USGS QUAD   -  TULE SPRINGS (1988)
 DC0570
 DC0570                         *CURRENT SURVEY CONTROL
 DC0570  ___________________________________________________________________
 DC0570* NAD 83(1986)-  32 56 24.     (N)    116 43 29.     (W)     SCALED    
 DC0570* NAVD 88     -       706.32   (+/-2cm)    2317.3    (feet)  VERTCON   
 DC0570  ___________________________________________________________________
 DC0570  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DC0570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0570
 DC0570.The horizontal coordinates were scaled from a topographic map and have
 DC0570.an estimated accuracy of +/- 6 seconds.
 DC0570
 DC0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0570.The vertical order pertains to the NGVD 29 superseded value.
 DC0570
 DC0570.The geoid height was determined by GEOID03.
 DC0570
 DC0570;                    North         East    Units  Estimated Accuracy
 DC0570;SPC CA 6     -   585,870.    1,955,610.      MT  (+/- 180 meters Scaled)
 DC0570
 DC0570                          SUPERSEDED SURVEY CONTROL
 DC0570
 DC0570  NGVD 29 (??/??/??)  705.656  (m)         2315.14   (f) ADJUSTED    2 0
 DC0570
 DC0570.Superseded values are not recommended for survey control.
 DC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0570.See file dsdata.txt to determine how the superseded data were derived.
 DC0570
 DC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS257446(NAD 83)
 DC0570_MARKER: Q = CHISELED SQUARE
 DC0570_SETTING: 80 = SET IN A BOULDER
 DC0570_SP_SET: BOULDER
 DC0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0570+STABILITY: SURFACE MOTION
 DC0570
 DC0570  HISTORY     - Date     Condition        Report By
 DC0570  HISTORY     - UNK      MONUMENTED       USGS
 DC0570  HISTORY     - 1944     GOOD             NGS
 DC0570
 DC0570                          STATION DESCRIPTION
 DC0570
 DC0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0570'5.1 MI SE FROM SAN DIEGO DIVERSION DAM.
 DC0570'5.1 MILES SOUTHEAST OF THE SAN DIEGO DIVERSION DAM, ALONG THE
 DC0570'CONEJOS ROAD, SET AT THE INTERSECTION OF THE CONEJOS ROAD AND
 DC0570'THE BROWN TRUCK TRAIL, 17 FEET NORTHEAST OF CENTER-LINE OF THE
 DC0570'TRUCK TRAIL, 16 FEET SOUTHEAST OF THE ROAD, 3 FEET EAST OF THE
 DC0570'SIGN POST.  A CHISELED SQUARE CUT ON TOP OF AN EMBEDED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1082 ***********************************************************************
 EW1082  DESIGNATION -  2318 USE
 EW1082  PID         -  EW1082
 EW1082  STATE/COUNTY-  CA/LOS ANGELES
 EW1082  USGS QUAD   -  LOS ANGELES (1994)
 EW1082
 EW1082                         *CURRENT SURVEY CONTROL
 EW1082  ___________________________________________________________________
 EW1082* NAD 83(1986)-  34 03 44.     (N)    118 13 34.     (W)     SCALED    
 EW1082* NAVD 88     -        91.78   (+/-2cm)     301.1    (feet)  VERTCON   
 EW1082  ___________________________________________________________________
 EW1082  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EW1082  VERT ORDER  -  THIRD (See Below)
 EW1082
 EW1082.The horizontal coordinates were scaled from a topographic map and have
 EW1082.an estimated accuracy of +/- 6 seconds.
 EW1082
 EW1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1082.The vertical order pertains to the NGVD 29 superseded value.
 EW1082
 EW1082.The geoid height was determined by GEOID03.
 EW1082
 EW1082;                    North         East    Units  Estimated Accuracy
 EW1082;SPC CA 5     -   562,390.    1,979,130.      MT  (+/- 180 meters Scaled)
 EW1082
 EW1082                          SUPERSEDED SURVEY CONTROL
 EW1082
 EW1082  NGVD 29 (??/??/??)   91.00   (m)          298.6    (f) RESET       3  
 EW1082
 EW1082.Superseded values are not recommended for survey control.
 EW1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1082.See file dsdata.txt to determine how the superseded data were derived.
 EW1082
 EW1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868697(NAD 83)
 EW1082_MARKER: N = NAIL
 EW1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1082_SP_SET: ABUTMENT
 EW1082_STAMPING: 2318
 EW1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1082
 EW1082  HISTORY     - Date     Condition        Report By
 EW1082  HISTORY     - UNK      MONUMENTED       DOD
 EW1082  HISTORY     - 1961     GOOD             NGS
 EW1082  HISTORY     - 1967     GOOD             NGS
 EW1082
 EW1082                          STATION DESCRIPTION
 EW1082
 EW1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1082'AT LOS ANGELES.
 EW1082'AT LOS ANGELES, NEAR THE JUNCTION OF BOLERO LANE AND LEROY
 EW1082'STREET, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 EW1082'OF THE SOUTHERN PACIFIC COMPANY RAILROAD BRIDGE OVER THE LOS
 EW1082'ANGELES RIVER, 106 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 EW1082'MISSION TOWER, 8.5 FEET NORTH OF THE NORTH RAIL, 6 1/2 FEET
 EW1082'SOUTHWEST OF THE SOUTHEAST STEEL LEG OF A HIGH VOLTAGE POWER
 EW1082'LINE TOWER, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 EW1082
 EW1082                          STATION RECOVERY (1967)
 EW1082
 EW1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1158 ***********************************************************************
 EW1158  DESIGNATION -  2322
 EW1158  PID         -  EW1158
 EW1158  STATE/COUNTY-  CA/LOS ANGELES
 EW1158  USGS QUAD   -  LOS ANGELES (1994)
 EW1158
 EW1158                         *CURRENT SURVEY CONTROL
 EW1158  ___________________________________________________________________
 EW1158* NAD 83(1986)-  34 04 24.     (N)    118 13 33.     (W)     SCALED    
 EW1158* NAVD 88     -        98.219  (meters)     322.24   (feet)  READJUSTED
 EW1158  ___________________________________________________________________
 EW1158  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW1158  DYNAMIC HT  -          98.120 (meters)     321.92  (feet)  COMP
 EW1158  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 EW1158
 EW1158  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1158
 EW1158.The horizontal coordinates were scaled from a topographic map and have
 EW1158.an estimated accuracy of +/- 6 seconds.
 EW1158
 EW1158.The orthometric height was determined by differential leveling
 EW1158.and adjusted in February 1993.
 EW1158.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1158.distribution rate of 0.0 thru 1.0 mm/km.
 EW1158.The height was derived from older observations constrained to new
 EW1158.heights in a crustal motion area.  The height is approximate in
 EW1158.relation to other heights in its vicinity.
 EW1158
 EW1158.The geoid height was determined by GEOID03.
 EW1158
 EW1158.The dynamic height is computed by dividing the NAVD 88
 EW1158.geopotential number by the normal gravity value computed on the
 EW1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1158.degrees latitude (g = 980.6199 gals.).
 EW1158
 EW1158.The modeled gravity was interpolated from observed gravity values.
 EW1158
 EW1158;                    North         East    Units  Estimated Accuracy
 EW1158;SPC CA 5     -   563,620.    1,979,160.      MT  (+/- 180 meters Scaled)
 EW1158
 EW1158                          SUPERSEDED SURVEY CONTROL
 EW1158
 EW1158  NGVD 29 (??/??/92)   97.431  (m)          319.65   (f) ADJ UNCH    1 1
 EW1158
 EW1158.Superseded values are not recommended for survey control.
 EW1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1158.See file dsdata.txt to determine how the superseded data were derived.
 EW1158
 EW1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868709(NAD 83)
 EW1158_MARKER: DD = SURVEY DISK
 EW1158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW1158_SP_SET: ABUTMENT
 EW1158_STAMPING: 2322 USE
 EW1158_MARK LOGO: DOD   
 EW1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1158+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1989
 EW1158
 EW1158  HISTORY     - Date     Condition        Report By
 EW1158  HISTORY     - UNK      MONUMENTED       DOD
 EW1158  HISTORY     - 1968     GOOD             CA1980
 EW1158  HISTORY     - 1976     GOOD             NGS
 EW1158  HISTORY     - 1978     GOOD             NGS
 EW1158  HISTORY     - 19890526 POOR             NGS
 EW1158
 EW1158                          STATION DESCRIPTION
 EW1158
 EW1158'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1158'AT LOS ANGELES.
 EW1158'U.S.ED STANDARD DISC, STAMPED NO. 2322, IN THE TOP OF THE
 EW1158'SOUTH ABUTMENT OF THE SOUTHERN PACIFIC RAILROAD BRIDGE OVER
 EW1158'THE LOS ANGELES RIVER, ABOUT 0.1 OF A MILE NORTH OF THE
 EW1158'NORTH BROADWAY BRIDGE-- 8.4 FEET WEST OF THE CENTER LINE OF
 EW1158'THE SOUTHERN PACIFIC TRACK AND 2.5 FEET LOWER THAN THE
 EW1158'TOP OF THE RAILS, 3.7 FEET SOUTH OF THE SOUTH END OF THE
 EW1158'BRIDGE RAILING.
 EW1158
 EW1158                          STATION RECOVERY (1976)
 EW1158
 EW1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1158'0.1 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1158'OVERPASS, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STEEL BRIDGE
 EW1158'OVER THE LOS ANGELES RIVER, A NAIL AND WASHER LEADED IN THE TOP OF THE
 EW1158'NORTHWEST END OF THE SOUTH CONCRETE ABUTMENT, 6.2 FT SOUTHEAST OF
 EW1158'SOUTHEAST EDGE OF SEMAPHORE 244, 6.0 FT WEST OF THE WEST RAIL, 3.7 FT
 EW1158'SOUTH OF THE SOUTH END OF THE WEST STEEL BRIDGE RAILING, 6 FT ABOVE
 EW1158'SOUTHERN PACIFIC RAILROAD TRACK, 2 FT BELOW THE ATCHISON, TOPEKA AND
 EW1158'SANTA FE RAILROAD TRACK
 EW1158
 EW1158                          STATION RECOVERY (1978)
 EW1158
 EW1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1158'RECOVERED IN GOOD CONDITION.
 EW1158
 EW1158                          STATION RECOVERY (1989)
 EW1158
 EW1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1158'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2304 ***********************************************************************
 EV2304  DESIGNATION -  2322
 EV2304  PID         -  EV2304
 EV2304  STATE/COUNTY-  CA/KERN
 EV2304  USGS QUAD   -  EDWARDS (1992)
 EV2304
 EV2304                         *CURRENT SURVEY CONTROL
 EV2304  ___________________________________________________________________
 EV2304* NAD 83(1986)-  34 55 09.     (N)    117 54 38.     (W)     SCALED    
 EV2304* NAVD 88     -       708.57   (+/-2cm)    2324.7    (feet)  VERTCON   
 EV2304  ___________________________________________________________________
 EV2304  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EV2304  VERT ORDER  -  THIRD (See Below)
 EV2304
 EV2304.The horizontal coordinates were scaled from a topographic map and have
 EV2304.an estimated accuracy of +/- 6 seconds.
 EV2304
 EV2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2304.The vertical order pertains to the NGVD 29 superseded value.
 EV2304
 EV2304.The geoid height was determined by GEOID03.
 EV2304
 EV2304;                    North         East    Units  Estimated Accuracy
 EV2304;SPC CA 5     -   657,430.    2,008,170.      MT  (+/- 180 meters Scaled)
 EV2304
 EV2304                          SUPERSEDED SURVEY CONTROL
 EV2304
 EV2304  NGVD 29 (??/??/??)  707.76   (m)         2322.0    (f) RESET       3  
 EV2304
 EV2304.Superseded values are not recommended for survey control.
 EV2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2304.See file dsdata.txt to determine how the superseded data were derived.
 EV2304
 EV2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU168644(NAD 83)
 EV2304_MARKER: P = PIPE CAP
 EV2304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2304_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2304_STAMPING: 2322 R 1906 6
 EV2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2304
 EV2304  HISTORY     - Date     Condition        Report By
 EV2304  HISTORY     - 1906     MONUMENTED       USGS
 EV2304  HISTORY     - 1945     GOOD             NGS
 EV2304  HISTORY     - 1961     MARK NOT FOUND   NGS
 EV2304
 EV2304                          STATION DESCRIPTION
 EV2304
 EV2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EV2304'2.1 MI W FROM MUROC.
 EV2304'SUGGESTED NEW DESCRIPTION-- 2.1 MILES WEST ALONG THE SOUTHERN
 EV2304'PACIFIC CO. RAILROAD FROM THE STATION AT MUROC, 0.4 MILE EAST OF
 EV2304'THE CROSSING OF A PAVED ROAD, 6.8 FEET WEST OF MILEPOST 800,
 EV2304'40.6 FEET SOUTH OF THE SOUTH RAIL, AND 2 FEET EAST OF A WHITE
 EV2304'WOODEN WITNESS POST.  THE WHITE PAINTED IRON POST PROJECTS 1
 EV2304'FOOT ABOVE THE GROUND.
 EV2304
 EV2304                          STATION RECOVERY (1961)
 EV2304
 EV2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0037 ***********************************************************************
 DC0037  DESIGNATION -  2323
 DC0037  PID         -  DC0037
 DC0037  STATE/COUNTY-  CA/SAN DIEGO
 DC0037  USGS QUAD   -  POTRERO (1975)
 DC0037
 DC0037                         *CURRENT SURVEY CONTROL
 DC0037  ___________________________________________________________________
 DC0037* NAD 83(1986)-  32 36 18.     (N)    116 36 47.     (W)     SCALED    
 DC0037* NAVD 88     -       708.66   (+/-2cm)    2325.0    (feet)  VERTCON   
 DC0037  ___________________________________________________________________
 DC0037  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DC0037  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0037
 DC0037.The horizontal coordinates were scaled from a topographic map and have
 DC0037.an estimated accuracy of +/- 6 seconds.
 DC0037
 DC0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0037.The vertical order pertains to the NGVD 29 superseded value.
 DC0037
 DC0037.The geoid height was determined by GEOID03.
 DC0037
 DC0037;                    North         East    Units  Estimated Accuracy
 DC0037;SPC CA 6     -   548,670.    1,965,920.      MT  (+/- 180 meters Scaled)
 DC0037
 DC0037                          SUPERSEDED SURVEY CONTROL
 DC0037
 DC0037  NGVD 29 (??/??/??)  707.961  (m)         2322.70   (f) ADJUSTED    1 2
 DC0037
 DC0037.Superseded values are not recommended for survey control.
 DC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0037.See file dsdata.txt to determine how the superseded data were derived.
 DC0037
 DC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS363075(NAD 83)
 DC0037_MARKER: DD = SURVEY DISK
 DC0037_SETTING: 80 = SET IN A BOULDER
 DC0037_SP_SET: BOULDER
 DC0037_STAMPING: 2323 SD
 DC0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0037+STABILITY: SURFACE MOTION
 DC0037
 DC0037  HISTORY     - Date     Condition        Report By
 DC0037  HISTORY     - UNK      MONUMENTED       USGS
 DC0037  HISTORY     - 1955     GOOD             NGS
 DC0037  HISTORY     - 1969     GOOD             CA-073
 DC0037  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0037
 DC0037                          STATION DESCRIPTION
 DC0037
 DC0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0037'AT PETRERO.
 DC0037'AT PETRERO, 0.2 MILE WEST ALONG STATE HIGHWAY 94 FROM THE POST
 DC0037'OFFICE, AT THE T JUNCTION OF PETRERO CREEK ROAD LEADING NORTH,
 DC0037'SET VERTICALLY IN A LONE GRANITE BOULDER WHICH PROJECTS 3 FEET
 DC0037'ABOVE THE GROUND, 69 FEET EAST OF THE CENTER LINE OF THE ROAD, 18
 DC0037'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.4 FEET SOUTH OF
 DC0037'A FENCE, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
 DC0037
 DC0037                          STATION RECOVERY (1969)
 DC0037
 DC0037'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0037'RECOVERED IN GOOD CONDITION.
 DC0037
 DC0037                          STATION RECOVERY (1987)
 DC0037
 DC0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0037'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1162 ***********************************************************************
 EW1162  DESIGNATION -  2323
 EW1162  PID         -  EW1162
 EW1162  STATE/COUNTY-  CA/LOS ANGELES
 EW1162  USGS QUAD   -  LOS ANGELES (1994)
 EW1162
 EW1162                         *CURRENT SURVEY CONTROL
 EW1162  ___________________________________________________________________
 EW1162* NAD 83(1986)-  34 04 48.     (N)    118 13 37.     (W)     SCALED    
 EW1162* NAVD 88     -       101.034  (meters)     331.48   (feet)  READJUSTED
 EW1162  ___________________________________________________________________
 EW1162  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EW1162  DYNAMIC HT  -         100.930 (meters)     331.13  (feet)  COMP
 EW1162  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 EW1162
 EW1162  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1162
 EW1162.The horizontal coordinates were scaled from a topographic map and have
 EW1162.an estimated accuracy of +/- 6 seconds.
 EW1162
 EW1162.The orthometric height was determined by differential leveling
 EW1162.and adjusted in February 1993.
 EW1162.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1162.distribution rate of 0.0 thru 1.0 mm/km.
 EW1162.The height was derived from older observations constrained to new
 EW1162.heights in a crustal motion area.  The height is approximate in
 EW1162.relation to other heights in its vicinity.
 EW1162
 EW1162.The geoid height was determined by GEOID03.
 EW1162
 EW1162.The dynamic height is computed by dividing the NAVD 88
 EW1162.geopotential number by the normal gravity value computed on the
 EW1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1162.degrees latitude (g = 980.6199 gals.).
 EW1162
 EW1162.The modeled gravity was interpolated from observed gravity values.
 EW1162
 EW1162;                    North         East    Units  Estimated Accuracy
 EW1162;SPC CA 5     -   564,360.    1,979,050.      MT  (+/- 180 meters Scaled)
 EW1162
 EW1162                          SUPERSEDED SURVEY CONTROL
 EW1162
 EW1162  NGVD 29 (??/??/92)  100.246  (m)          328.89   (f) ADJ UNCH    1 1
 EW1162
 EW1162.Superseded values are not recommended for survey control.
 EW1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1162.See file dsdata.txt to determine how the superseded data were derived.
 EW1162
 EW1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT867717(NAD 83)
 EW1162_MARKER: Z = SEE DESCRIPTION
 EW1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1162_SP_SET: OVERPASS
 EW1162_STAMPING: 2323
 EW1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1162
 EW1162  HISTORY     - Date     Condition        Report By
 EW1162  HISTORY     - UNK      MONUMENTED       DOD
 EW1162  HISTORY     - 1955     GOOD             NGS
 EW1162  HISTORY     - 1964     GOOD             NGS
 EW1162  HISTORY     - 1976     GOOD             NGS
 EW1162  HISTORY     - 1978     GOOD             NGS
 EW1162  HISTORY     - 19890526 MARK NOT FOUND   NGS
 EW1162
 EW1162                          STATION DESCRIPTION
 EW1162
 EW1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1162'IN LOS ANGELES.
 EW1162'IN LOS ANGELES, 0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC
 EW1162'COMPANY RAILROAD FROM THE BROADWAY OVERPASS, AT THE STEEL
 EW1162'RAILROAD BRIDGE OVER THE LOS ANGELES RIVER, LEADED IN THE TOP OF
 EW1162'THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 66 FEET NORTH OF A
 EW1162'POINT BELOW THE NORTHWEST EDGE OF THE FIGUEROA STREET OVERPASS,
 EW1162'10.9 FEET WEST OF THE WEST RAIL, 1.1 FEET SOUTHWEST OF A STEEL
 EW1162'FENCE POST, AN ABOUT 1 FOOT LOWER THAN THE TRACK.
 EW1162
 EW1162                          STATION RECOVERY (1964)
 EW1162
 EW1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1162'RECOVERED IN GOOD CONDITION.
 EW1162
 EW1162                          STATION RECOVERY (1976)
 EW1162
 EW1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1162'0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1162'OVERPASS, A NAIL LEADED IN TOP OF THE WEST END OF THE SOUTH CONCRETE
 EW1162'ABUTMENT OF A STEEL RAILROAD BRIDGE OVER THE LOS ANGELES RIVER,10.8
 EW1162'FT WEST OF THE WEST RAIL, 1.1 FT SOUTHWEST OF A STEEL FENCE POST,
 EW1162'NOTE THE BRASS WASHER WITH STAMPING HAS BEEN REMOVED BUT THE NAIL IS
 EW1162'STILL INTACT
 EW1162
 EW1162                          STATION RECOVERY (1978)
 EW1162
 EW1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1162'RECOVERED IN GOOD CONDITION.
 EW1162
 EW1162                          STATION RECOVERY (1989)
 EW1162
 EW1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1162'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0916 ***********************************************************************
 FT0916  DESIGNATION -  2323.10
 FT0916  PID         -  FT0916
 FT0916  STATE/COUNTY-  CA/KERN
 FT0916  USGS QUAD   -  INYOKERN (1972)
 FT0916
 FT0916                         *CURRENT SURVEY CONTROL
 FT0916  ___________________________________________________________________
 FT0916* NAD 83(1986)-  35 44 43.     (N)    117 50 27.     (W)     SCALED    
 FT0916* NAVD 88     -       708.752  (meters)    2325.30   (feet)  ADJUSTED  
 FT0916  ___________________________________________________________________
 FT0916  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FT0916  DYNAMIC HT  -         707.966 (meters)    2322.72  (feet)  COMP
 FT0916  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 FT0916
 FT0916  VERT ORDER  -  FIRST     CLASS II
 FT0916
 FT0916.The horizontal coordinates were scaled from a topographic map and have
 FT0916.an estimated accuracy of +/- 6 seconds.
 FT0916
 FT0916.The orthometric height was determined by differential leveling
 FT0916.and adjusted in June 1991.
 FT0916.WARNING-Repeat measurements at this control monument indicate possible
 FT0916.vertical movement.
 FT0916
 FT0916.The geoid height was determined by GEOID03.
 FT0916
 FT0916.The dynamic height is computed by dividing the NAVD 88
 FT0916.geopotential number by the normal gravity value computed on the
 FT0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0916.degrees latitude (g = 980.6199 gals.).
 FT0916
 FT0916.The modeled gravity was interpolated from observed gravity values.
 FT0916
 FT0916;                    North         East    Units  Estimated Accuracy
 FT0916;SPC CA 5     -   749,090.    2,014,400.      MT  (+/- 180 meters Scaled)
 FT0916
 FT0916                          SUPERSEDED SURVEY CONTROL
 FT0916
 FT0916  NGVD 29 (??/??/??)  708.01   (m)         2322.9    (f) RESET       3  
 FT0916
 FT0916.Superseded values are not recommended for survey control.
 FT0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0916.See file dsdata.txt to determine how the superseded data were derived.
 FT0916
 FT0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV239560(NAD 83)
 FT0916_MARKER: S = SPIKE
 FT0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FT0916_SP_SET: MILEPOST
 FT0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0916
 FT0916  HISTORY     - Date     Condition        Report By
 FT0916  HISTORY     - UNK      MONUMENTED       USGS
 FT0916  HISTORY     - 1962     GOOD             NGS
 FT0916
 FT0916                          STATION DESCRIPTION
 FT0916
 FT0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FT0916'7 MI N FROM INYOKERN.
 FT0916'7.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FT0916'FROM THE STATION AT INYOKERN, DRIVEN IN THE WEST-SOUTHWEST
 FT0916'SIDE OF MILEPOLE 454, 40 FEET EAST-NORTHEAST OF THE NEAR RAIL,
 FT0916'ABOUT 1 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 FT0916'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1569 ***********************************************************************
 EW1569  DESIGNATION -  2326 USE
 EW1569  PID         -  EW1569
 EW1569  STATE/COUNTY-  CA/LOS ANGELES
 EW1569  USGS QUAD   -  HOLLYWOOD (1994)
 EW1569
 EW1569                         *CURRENT SURVEY CONTROL
 EW1569  ___________________________________________________________________
 EW1569* NAD 83(1986)-  34 07 15.     (N)    118 16 15.     (W)     SCALED    
 EW1569* NAVD 88     -       122.92   (+/-2cm)     403.3    (feet)  VERTCON   
 EW1569  ___________________________________________________________________
 EW1569  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EW1569  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1569
 EW1569.The horizontal coordinates were scaled from a topographic map and have
 EW1569.an estimated accuracy of +/- 6 seconds.
 EW1569
 EW1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1569.The vertical order pertains to the NGVD 29 superseded value.
 EW1569
 EW1569.The geoid height was determined by GEOID03.
 EW1569
 EW1569;                    North         East    Units  Estimated Accuracy
 EW1569;SPC CA 5     -   568,900.    1,975,020.      MT  (+/- 180 meters Scaled)
 EW1569
 EW1569                          SUPERSEDED SURVEY CONTROL
 EW1569
 EW1569  NGVD 29 (??/??/92)  122.12   (m)          400.7    (f) COMPUTED    1 2
 EW1569
 EW1569.Superseded values are not recommended for survey control.
 EW1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1569.See file dsdata.txt to determine how the superseded data were derived.
 EW1569
 EW1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828762(NAD 83)
 EW1569_MARKER: Z = SEE DESCRIPTION
 EW1569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1569_SP_SET: BRIDGE
 EW1569_STAMPING: 2326
 EW1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1569
 EW1569  HISTORY     - Date     Condition        Report By
 EW1569  HISTORY     - UNK      MONUMENTED       DOD
 EW1569  HISTORY     - 1945     GOOD             NGS
 EW1569  HISTORY     - 1966     GOOD             NGS
 EW1569
 EW1569                          STATION DESCRIPTION
 EW1569
 EW1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1569'AT LOS ANGELES.
 EW1569'AT LOS ANGELES LOCATED IN THE SOUTHWEST END OF THE NORTHWEST
 EW1569'CURB ON THE LOS FILEZ BRIDGE OVER THE LOS ANGELES RIVER, 12.5
 EW1569'FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST BRIDGE
 EW1569'RAILING.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 EW1569'2326.
 EW1569
 EW1569                          STATION RECOVERY (1966)
 EW1569
 EW1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1354 ***********************************************************************
 HS1354  DESIGNATION -  233 USGS
 HS1354  PID         -  HS1354
 HS1354  STATE/COUNTY-  CA/MERCED
 HS1354  USGS QUAD   -  VOLTA (1971)
 HS1354
 HS1354                         *CURRENT SURVEY CONTROL
 HS1354  ___________________________________________________________________
 HS1354* NAD 83(1986)-  37 03 23.     (N)    120 57 44.     (W)     SCALED    
 HS1354* NAVD 88     -        71.86   (+/-2cm)     235.8    (feet)  VERTCON   
 HS1354  ___________________________________________________________________
 HS1354  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HS1354  VERT ORDER  -  THIRD (See Below)
 HS1354
 HS1354.The horizontal coordinates were scaled from a topographic map and have
 HS1354.an estimated accuracy of +/- 6 seconds.
 HS1354
 HS1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1354.The vertical order pertains to the NGVD 29 superseded value.
 HS1354
 HS1354.The geoid height was determined by GEOID03.
 HS1354
 HS1354;                    North         East    Units  Estimated Accuracy
 HS1354;SPC CA 3     -   561,850.    1,958,890.      MT  (+/- 180 meters Scaled)
 HS1354
 HS1354                          SUPERSEDED SURVEY CONTROL
 HS1354
 HS1354  NGVD 29 (??/??/??)   70.99   (m)          232.9    (f) RESET       3  
 HS1354
 HS1354.Superseded values are not recommended for survey control.
 HS1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1354.See file dsdata.txt to determine how the superseded data were derived.
 HS1354
 HS1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG811030(NAD 83)
 HS1354_MARKER: P = PIPE CAP
 HS1354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1354_STAMPING: 233.018
 HS1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1354
 HS1354  HISTORY     - Date     Condition        Report By
 HS1354  HISTORY     - UNK      MONUMENTED       USGS
 HS1354  HISTORY     - 1955     GOOD             NGS
 HS1354  HISTORY     - 1964     MARK NOT FOUND   NGS
 HS1354
 HS1354                          STATION DESCRIPTION
 HS1354
 HS1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HS1354'6.1 MI W FROM LOS BANOS.
 HS1354'6.1 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF
 HS1354'SIXTH STREET AT LOS BANOS, AT THE T JUNCTION OF MORAGO AVENUE
 HS1354'LEADING NORTH, 65.0 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 HS1354'TRAFFIC LANES (EAST BOUND), 48 FEET SOUTHWEST OF TELEPHONE POLE
 HS1354'602, 36 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE
 HS1354'AVENUE, 1.0 FOOT EAST OF A WITNESS POST, 0.9 FOOT NORTH OF A FENCE,
 HS1354'ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AN IRON PIPE PROJECTING 1.0
 HS1354'FOOT ABOVE THE GROUND.  NOTE-- THE PIPE IS LEANING.  ROD WAS HELD
 HS1354'ON THE WORD FOR DURING THE 1955 LEVELING.
 HS1354
 HS1354                          STATION RECOVERY (1964)
 HS1354
 HS1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1178 ***********************************************************************
 HS1178  DESIGNATION -  233.320
 HS1178  PID         -  HS1178
 HS1178  STATE/COUNTY-  CA/MADERA
 HS1178  USGS QUAD   -  PLAINSBURG (1976)
 HS1178
 HS1178                         *CURRENT SURVEY CONTROL
 HS1178  ___________________________________________________________________
 HS1178* NAD 83(1986)-  37 08 55.     (N)    120 17 12.     (W)     SCALED    
 HS1178* NAVD 88     -        71.549  (meters)     234.74   (feet)  ADJUSTED  
 HS1178  ___________________________________________________________________
 HS1178  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS1178  DYNAMIC HT  -          71.493 (meters)     234.56  (feet)  COMP
 HS1178  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HS1178
 HS1178  VERT ORDER  -  FIRST     CLASS II
 HS1178
 HS1178.The horizontal coordinates were scaled from a topographic map and have
 HS1178.an estimated accuracy of +/- 6 seconds.
 HS1178
 HS1178.The orthometric height was determined by differential leveling
 HS1178.and adjusted in June 1991.
 HS1178
 HS1178.The geoid height was determined by GEOID03.
 HS1178
 HS1178.The dynamic height is computed by dividing the NAVD 88
 HS1178.geopotential number by the normal gravity value computed on the
 HS1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1178.degrees latitude (g = 980.6199 gals.).
 HS1178
 HS1178.The modeled gravity was interpolated from observed gravity values.
 HS1178
 HS1178;                    North         East    Units  Estimated Accuracy
 HS1178;SPC CA 3     -   572,010.    2,018,950.      MT  (+/- 180 meters Scaled)
 HS1178
 HS1178                          SUPERSEDED SURVEY CONTROL
 HS1178
 HS1178  NGVD 29 (??/??/92)   70.916  (m)          232.66   (f) ADJ UNCH    1 2
 HS1178
 HS1178.Superseded values are not recommended for survey control.
 HS1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1178.See file dsdata.txt to determine how the superseded data were derived.
 HS1178
 HS1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG409148(NAD 83)
 HS1178_MARKER: P = PIPE CAP
 HS1178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1178_SP_SET: SHALLOW-SET PIPE
 HS1178_STAMPING: 233.320 B 1901
 HS1178_MARK LOGO: USGS  
 HS1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1178
 HS1178  HISTORY     - Date     Condition        Report By
 HS1178  HISTORY     - 1901     MONUMENTED       USGS
 HS1178  HISTORY     - 1958     GOOD             NGS
 HS1178  HISTORY     - 1988     GOOD             NGS
 HS1178
 HS1178                          STATION DESCRIPTION
 HS1178
 HS1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1178'2.4 MI NW FROM CHOWCHILLA.
 HS1178'2.35 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1178'FROM THE STATION AT CHOWCHILLA, IN R15E T9S S13, 0.2 MILE NORTHWEST
 HS1178'OF MILEPOLE 166, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HS1178'118.2 FEET SOUTHEAST OF A POST MARKING AN UNDERGROUND TELEPHONE
 HS1178'CABLE CROSSING, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HS1178'SOUTHWEST LANES OF U.S. HIGHWAY 99, 13 FEET EAST OF A TELEPHONE
 HS1178'POLE, 1.8 FEET SOUTHWEST OF A 2-BY 8-INCH WITNESS POST, ABOUT
 HS1178'LEVEL WITH THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 HS1178'PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 HS1178
 HS1178                          STATION RECOVERY (1988)
 HS1178
 HS1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1178'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.0 KM (2.50
 HS1178'MI) NORTHWEST ALONG STATE HIGHWAY 99 FROM THE ROBERTSON BOULEVARD
 HS1178'OVERCROSSING IN CHOWCHILLA, 7.5 M (24.6 FT) SOUTHWEST OF THE
 HS1178'SOUTHEASTBOUND HIGHWAY CENTERLINE, 13.9 M (45.6 FT) NORTHEAST OF THE
 HS1178'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 4.0 M (13.1 FT) EAST
 HS1178'OF A TELEPHONE POLE.
 HS1178'THE MARK IS 0.54 METERS  SE FROM  A WITNESS POST
 HS1178'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0532 ***********************************************************************
 EW0532  DESIGNATION -  2335 B USGS
 EW0532  PID         -  EW0532
 EW0532  STATE/COUNTY-  CA/LOS ANGELES
 EW0532  USGS QUAD   -  LANCASTER WEST (1974)
 EW0532
 EW0532                         *CURRENT SURVEY CONTROL
 EW0532  ___________________________________________________________________
 EW0532* NAD 83(1986)-  34 42 26.     (N)    118 08 15.     (W)     SCALED    
 EW0532* NAVD 88     -       711.600  (meters)    2334.64   (feet)  ADJUSTED  
 EW0532  ___________________________________________________________________
 EW0532  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EW0532  DYNAMIC HT  -         710.780 (meters)    2331.95  (feet)  COMP
 EW0532  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 EW0532
 EW0532  VERT ORDER  -  FIRST     CLASS I
 EW0532
 EW0532.The horizontal coordinates were scaled from a topographic map and have
 EW0532.an estimated accuracy of +/- 6 seconds.
 EW0532
 EW0532.The orthometric height was determined by differential leveling
 EW0532.and adjusted in June 1991.
 EW0532
 EW0532.The geoid height was determined by GEOID03.
 EW0532
 EW0532.The dynamic height is computed by dividing the NAVD 88
 EW0532.geopotential number by the normal gravity value computed on the
 EW0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0532.degrees latitude (g = 980.6199 gals.).
 EW0532
 EW0532.The modeled gravity was interpolated from observed gravity values.
 EW0532
 EW0532;                    North         East    Units  Estimated Accuracy
 EW0532;SPC CA 5     -   633,920.    1,987,400.      MT  (+/- 180 meters Scaled)
 EW0532
 EW0532                          SUPERSEDED SURVEY CONTROL
 EW0532
 EW0532  NGVD 29 (??/??/92)  710.749  (m)         2331.85   (f) ADJ UNCH    1 1
 EW0532
 EW0532.Superseded values are not recommended for survey control.
 EW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0532.See file dsdata.txt to determine how the superseded data were derived.
 EW0532
 EW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU958411(NAD 83)
 EW0532_MARKER: P = PIPE CAP
 EW0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0532_STAMPING: 2335 B 1902
 EW0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0532
 EW0532  HISTORY     - Date     Condition        Report By
 EW0532  HISTORY     - 1902     MONUMENTED       USGS
 EW0532  HISTORY     - 1955     GOOD             NGS
 EW0532  HISTORY     - 1971     GOOD             NGS
 EW0532  HISTORY     - 1977     GOOD             NGS
 EW0532
 EW0532                          STATION DESCRIPTION
 EW0532
 EW0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW0532'AT LANCASTER.
 EW0532'AT LANCASTER, 0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY
 EW0532'RAILROAD FROM THE STATION, 4-3/4 POLES NORTH OF MILEPOLE 405,
 EW0532'ABOUT 75 FEET NORTHWEST OF CULVERT 404.88, IN THE A.V. PLUMBING
 EW0532'SUPPLY COMPANY YARD, 163.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 EW0532'OF A 2-FOOT-HIGH CONCRETE WALL AND FENCE AROUND THE TEXACO COMPANY
 EW0532'PLANT, 161 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 6, 49.4
 EW0532'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 34.5 FEET NORTH OF
 EW0532'THE SOUTH FENCE OF THE SUPPLY COMPANY YARD, 2.1 FEET EAST OF A
 EW0532'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVITED
 EW0532'ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 EW0532
 EW0532                          STATION RECOVERY (1971)
 EW0532
 EW0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0532'RECOVERED IN GOOD CONDITION.
 EW0532
 EW0532                          STATION RECOVERY (1977)
 EW0532
 EW0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0283 ***********************************************************************
 DX0283  DESIGNATION -  2340 T
 DX0283  PID         -  DX0283
 DX0283  STATE/COUNTY-  CA/SAN DIEGO
 DX0283  USGS QUAD   -  RAMONA (1988)
 DX0283
 DX0283                         *CURRENT SURVEY CONTROL
 DX0283  ___________________________________________________________________
 DX0283* NAD 83(1986)-  33 05 24.     (N)    116 47 26.     (W)     SCALED    
 DX0283* NAVD 88     -       714.27   (+/-2cm)    2343.4    (feet)  VERTCON   
 DX0283  ___________________________________________________________________
 DX0283  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DX0283  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0283
 DX0283.The horizontal coordinates were scaled from a topographic map and have
 DX0283.an estimated accuracy of +/- 6 seconds.
 DX0283
 DX0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0283.The vertical order pertains to the NGVD 29 superseded value.
 DX0283
 DX0283.The geoid height was determined by GEOID03.
 DX0283
 DX0283;                    North         East    Units  Estimated Accuracy
 DX0283;SPC CA 6     -   602,530.    1,949,540.      MT  (+/- 180 meters Scaled)
 DX0283
 DX0283                          SUPERSEDED SURVEY CONTROL
 DX0283
 DX0283  NGVD 29 (??/??/??)  713.589  (m)         2341.17   (f) ADJUSTED    1 2
 DX0283
 DX0283.Superseded values are not recommended for survey control.
 DX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0283.See file dsdata.txt to determine how the superseded data were derived.
 DX0283
 DX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS195612(NAD 83)
 DX0283_MARKER: P = PIPE CAP
 DX0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0283_STAMPING: 2340 T
 DX0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0283
 DX0283  HISTORY     - Date     Condition        Report By
 DX0283  HISTORY     - UNK      MONUMENTED       USGS
 DX0283  HISTORY     - 1956     GOOD             NGS
 DX0283  HISTORY     - 1960     GOOD             NGS
 DX0283
 DX0283                          STATION DESCRIPTION
 DX0283
 DX0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0283'6.4 MI NE FROM RAMONA.
 DX0283'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM THE BANK OF
 DX0283'AMERICA BUILDING AT RAMONA, THENCE 0.3 MILE NORTH ALONG A PAVED
 DX0283'ROAD LEADING TO THE SUTHERLAND DAM, AT THE HOME OF MR. W. BROWN
 DX0283'(FORMERLY THE SPRINGS HILL SCHOOLHOUSE), 41 1/2 FEET EAST OF
 DX0283'THE CENTER LINE OF THE ROAD, 37.7 FEET WEST OF THE SOUTHWEST
 DX0283'CORNER OF THE HOUSE, 5.7 FEET EAST OF THE SOUTHWEST CORNER OF
 DX0283'THE CONCRETE CURB OF THE LAWN, 2 FEET SOUTHEAST OF A SMALL TREE,
 DX0283'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, IN A CUT OUT IN THE SOUTH
 DX0283'CURB, ABOUT 0.5 FOOT LOWER THAN THE TOP OF THE CURB, AND RIVETED
 DX0283'ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 DX0283
 DX0283                          STATION RECOVERY (1960)
 DX0283
 DX0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0518 ***********************************************************************
 FT0518  DESIGNATION -  2345.80
 FT0518  PID         -  FT0518
 FT0518  STATE/COUNTY-  CA/KERN
 FT0518  USGS QUAD   -  PEARSONVILLE (1982)
 FT0518
 FT0518                         *CURRENT SURVEY CONTROL
 FT0518  ___________________________________________________________________
 FT0518* NAD 83(1986)-  35 45 33.     (N)    117 50 42.     (W)     SCALED    
 FT0518* NAVD 88     -       715.672  (meters)    2348.00   (feet)  ADJUSTED  
 FT0518  ___________________________________________________________________
 FT0518  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FT0518  DYNAMIC HT  -         714.876 (meters)    2345.39  (feet)  COMP
 FT0518  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 FT0518
 FT0518  VERT ORDER  -  FIRST     CLASS II
 FT0518
 FT0518.The horizontal coordinates were scaled from a topographic map and have
 FT0518.an estimated accuracy of +/- 6 seconds.
 FT0518
 FT0518.The orthometric height was determined by differential leveling
 FT0518.and adjusted in June 1991.
 FT0518
 FT0518.The geoid height was determined by GEOID03.
 FT0518
 FT0518.The dynamic height is computed by dividing the NAVD 88
 FT0518.geopotential number by the normal gravity value computed on the
 FT0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0518.degrees latitude (g = 980.6199 gals.).
 FT0518
 FT0518.The modeled gravity was interpolated from observed gravity values.
 FT0518
 FT0518;                    North         East    Units  Estimated Accuracy
 FT0518;SPC CA 5     -   750,630.    2,014,020.      MT  (+/- 180 meters Scaled)
 FT0518
 FT0518                          SUPERSEDED SURVEY CONTROL
 FT0518
 FT0518  NGVD 29 (??/??/??)  714.92   (m)         2345.5    (f) RESET       3  
 FT0518
 FT0518.Superseded values are not recommended for survey control.
 FT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0518.See file dsdata.txt to determine how the superseded data were derived.
 FT0518
 FT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV236575(NAD 83)
 FT0518_MARKER: S = SPIKE
 FT0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FT0518_SP_SET: MILEPOST
 FT0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0518
 FT0518  HISTORY     - Date     Condition        Report By
 FT0518  HISTORY     - UNK      MONUMENTED       USGS
 FT0518  HISTORY     - 1962     GOOD             NGS
 FT0518
 FT0518                          STATION DESCRIPTION
 FT0518
 FT0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FT0518'8 MI N FROM INYOKERN.
 FT0518'8.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FT0518'THE STATION AT INYOKERN, A RAILROAD SPIKE DRIVEN IN THE
 FT0518'WEST-SOUTHWEST SIDE OF MILEPOLE 455, ABOUT 1 1/2 FEET HIGHER
 FT0518'THAN THE GROUND, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1048 ***********************************************************************
 FT1048  DESIGNATION -  2355+99.23
 FT1048  PID         -  FT1048
 FT1048  STATE/COUNTY-  CA/KERN
 FT1048  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1048
 FT1048                         *CURRENT SURVEY CONTROL
 FT1048  ___________________________________________________________________
 FT1048* NAD 83(1986)-  35 35 36.     (N)    117 55 57.     (W)     SCALED    
 FT1048* NAVD 88     -      1041.523  (meters)    3417.06   (feet)  ADJUSTED  
 FT1048  ___________________________________________________________________
 FT1048  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FT1048  DYNAMIC HT  -        1040.320 (meters)    3413.12  (feet)  COMP
 FT1048  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 FT1048
 FT1048  VERT ORDER  -  FIRST     CLASS I
 FT1048
 FT1048.The horizontal coordinates were scaled from a topographic map and have
 FT1048.an estimated accuracy of +/- 6 seconds.
 FT1048
 FT1048.The orthometric height was determined by differential leveling
 FT1048.and adjusted in June 1991.
 FT1048
 FT1048.The geoid height was determined by GEOID03.
 FT1048
 FT1048.The dynamic height is computed by dividing the NAVD 88
 FT1048.geopotential number by the normal gravity value computed on the
 FT1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1048.degrees latitude (g = 980.6199 gals.).
 FT1048
 FT1048.The modeled gravity was interpolated from observed gravity values.
 FT1048
 FT1048;                    North         East    Units  Estimated Accuracy
 FT1048;SPC CA 5     -   732,220.    2,006,120.      MT  (+/- 180 meters Scaled)
 FT1048
 FT1048                          SUPERSEDED SURVEY CONTROL
 FT1048
 FT1048  NGVD 29 (??/??/92) 1040.609  (m)         3414.06   (f) ADJ UNCH    1 1
 FT1048
 FT1048.Superseded values are not recommended for survey control.
 FT1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1048.See file dsdata.txt to determine how the superseded data were derived.
 FT1048
 FT1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV155392(NAD 83)
 FT1048_MARKER: DD = SURVEY DISK
 FT1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1048_SP_SET: CONCRETE POST
 FT1048_STAMPING: LS 3393 2355+99.23 1970 2ND LAA LAWD EC
 FT1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1048+STABILITY: SURFACE MOTION
 FT1048
 FT1048  HISTORY     - Date     Condition        Report By
 FT1048  HISTORY     - 1970     MONUMENTED       LAWPC
 FT1048  HISTORY     - 1977     GOOD             NGS
 FT1048
 FT1048                          STATION DESCRIPTION
 FT1048
 FT1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1048'2.2 MI SW FROM FREEMAN JUNCTION.
 FT1048'0.7 MILE WEST ALONG HIGHWAY 178 FROM THE JUNCTION OF HIGHWAY 14 AT
 FT1048'FREEMAN JUNCTION, THENCE 1.5 MILES SOUTHWEST ALONG AQUEDUCT ROAD,
 FT1048'0.25 MILES SOUTHWEST OF CONCRETE BOX MARKED MILE 44, 12 FT. WEST
 FT1048'OF CENTER LINE OF ROAD, 2 FT. EAST OF 3-INCH PIPE MARKED 2355+
 FT1048'99.23 CE, LEANING AT 45 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0526 ***********************************************************************
 EW0526  DESIGNATION -  2356 USGS
 EW0526  PID         -  EW0526
 EW0526  STATE/COUNTY-  CA/LOS ANGELES
 EW0526  USGS QUAD   -  LANCASTER WEST (1974)
 EW0526
 EW0526                         *CURRENT SURVEY CONTROL
 EW0526  ___________________________________________________________________
 EW0526* NAD 83(1986)-  34 41 52.     (N)    118 08 13.     (W)     SCALED    
 EW0526* NAVD 88     -       718.62   (+/-2cm)    2357.7    (feet)  VERTCON   
 EW0526  ___________________________________________________________________
 EW0526  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EW0526  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0526
 EW0526.The horizontal coordinates were scaled from a topographic map and have
 EW0526.an estimated accuracy of +/- 6 seconds.
 EW0526
 EW0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0526.The vertical order pertains to the NGVD 29 superseded value.
 EW0526
 EW0526.The geoid height was determined by GEOID03.
 EW0526
 EW0526;                    North         East    Units  Estimated Accuracy
 EW0526;SPC CA 5     -   632,870.    1,987,450.      MT  (+/- 180 meters Scaled)
 EW0526
 EW0526                          SUPERSEDED SURVEY CONTROL
 EW0526
 EW0526  NGVD 29 (??/??/92)  717.773  (m)         2354.89   (f) ADJ UNCH    1 2
 EW0526
 EW0526.Superseded values are not recommended for survey control.
 EW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0526.See file dsdata.txt to determine how the superseded data were derived.
 EW0526
 EW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU958401(NAD 83)
 EW0526_MARKER: DB = BENCH MARK DISK
 EW0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0526_SP_SET: SIDEWALK
 EW0526_STAMPING: 2356 1914 35
 EW0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0526
 EW0526  HISTORY     - Date     Condition        Report By
 EW0526  HISTORY     - 1914     MONUMENTED       USGS
 EW0526  HISTORY     - 1955     GOOD             NGS
 EW0526  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW0526
 EW0526                          STATION DESCRIPTION
 EW0526
 EW0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW0526'AT LANCASTER.
 EW0526'AT LANCASTER, 0.1 MILE WEST ALONG LANCASTER BOULEVARD FROM THE
 EW0526'SOUTHERN PACIFIC COMPANY RAILROAD STATION, AT WEBS SHOE STORE
 EW0526'(FORMERLY A BANK BUILDING), IN THE TOP OF THE CONCRETE SIDEWALK,
 EW0526'168.8 FEET WEST OF THE WEST CURB OF U.S. HIGHWAY 6, 19.6 FEET SOUTH
 EW0526'OF THE SOUTH CURB OF THE BOULEVARD, 10 1/2 FEET EAST OF THE CENTER
 EW0526'LINE OF AN ALLEY, 0.6 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE
 EW0526'BUILDING, AND ABOUT LEVEL WITH THE BOULEVARD.
 EW0526
 EW0526                          STATION RECOVERY (1961)
 EW0526
 EW0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0527 ***********************************************************************
 EW0527  DESIGNATION -  2356 USGS RESET 1961
 EW0527  PID         -  EW0527
 EW0527  STATE/COUNTY-  CA/LOS ANGELES
 EW0527  USGS QUAD   -  LANCASTER WEST (1974)
 EW0527
 EW0527                         *CURRENT SURVEY CONTROL
 EW0527  ___________________________________________________________________
 EW0527* NAD 83(1986)-  34 41 54.     (N)    118 08 14.     (W)     SCALED    
 EW0527* NAVD 88     -       717.394  (meters)    2353.65   (feet)  ADJUSTED  
 EW0527  ___________________________________________________________________
 EW0527  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EW0527  DYNAMIC HT  -         716.566 (meters)    2350.93  (feet)  COMP
 EW0527  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 EW0527
 EW0527  VERT ORDER  -  FIRST     CLASS I
 EW0527
 EW0527.The horizontal coordinates were scaled from a topographic map and have
 EW0527.an estimated accuracy of +/- 6 seconds.
 EW0527
 EW0527.The orthometric height was determined by differential leveling
 EW0527.and adjusted in June 1991.
 EW0527
 EW0527.The geoid height was determined by GEOID03.
 EW0527
 EW0527.The dynamic height is computed by dividing the NAVD 88
 EW0527.geopotential number by the normal gravity value computed on the
 EW0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0527.degrees latitude (g = 980.6199 gals.).
 EW0527
 EW0527.The modeled gravity was interpolated from observed gravity values.
 EW0527
 EW0527;                    North         East    Units  Estimated Accuracy
 EW0527;SPC CA 5     -   632,930.    1,987,430.      MT  (+/- 180 meters Scaled)
 EW0527
 EW0527                          SUPERSEDED SURVEY CONTROL
 EW0527
 EW0527  NGVD 29 (??/??/92)  716.542  (m)         2350.85   (f) ADJ UNCH    1 1
 EW0527
 EW0527.Superseded values are not recommended for survey control.
 EW0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0527.See file dsdata.txt to determine how the superseded data were derived.
 EW0527
 EW0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU958401(NAD 83)
 EW0527_MARKER: DD = SURVEY DISK
 EW0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0527_SP_SET: SIDEWALK
 EW0527_STAMPING: 2356 35 1914 RESET 1961
 EW0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0527
 EW0527  HISTORY     - Date     Condition        Report By
 EW0527  HISTORY     - 1961     MONUMENTED       USGS
 EW0527  HISTORY     - 1971     GOOD             NGS
 EW0527  HISTORY     - 1977     GOOD             NGS
 EW0527
 EW0527                          STATION DESCRIPTION
 EW0527
 EW0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0527'AT LANCASTER.
 EW0527'AT LANCASTER, ABOUT 0.1 MILE WEST ALONG WEST LANCASTER BOULEVARD
 EW0527'FROM THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 EW0527'EAST SIDE OF AN ALLEY SOUTH, IN THE TOP OF A CONCRETE SIDEWALK, ABOUT
 EW0527'163 FEET WEST OF THE WEST CURB OF SIERRA HIGHWAY, 12.5 FEET SOUTH
 EW0527'OF THE SOUTH CURB OF THE BOULEVARD, 0.9 FOOT WEST OF THE NORTHWEST
 EW0527'CORNER OF A BUILDING AT 512 WEST LANE BOULEVARD, AND ABOUT 1/2 FOOT
 EW0527'HIGHER THAN THE BOULEVARD.  SEC 15, T7N, R12W
 EW0527
 EW0527                          STATION RECOVERY (1977)
 EW0527
 EW0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3459 ***********************************************************************
 HS3459  DESIGNATION -  236 A CO
 HS3459  PID         -  HS3459
 HS3459  STATE/COUNTY-  CA/ALAMEDA
 HS3459  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3459
 HS3459                         *CURRENT SURVEY CONTROL
 HS3459  ___________________________________________________________________
 HS3459* NAD 83(1986)-  37 46 15.     (N)    121 35 05.     (W)     SCALED    
 HS3459* NAVD 88     -        51.49   (+/-2cm)     168.9    (feet)  VERTCON   
 HS3459  ___________________________________________________________________
 HS3459  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HS3459  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3459
 HS3459.The horizontal coordinates were scaled from a topographic map and have
 HS3459.an estimated accuracy of +/- 6 seconds.
 HS3459
 HS3459.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3459.The vertical order pertains to the NGVD 29 superseded value.
 HS3459
 HS3459.The geoid height was determined by GEOID03.
 HS3459
 HS3459;                    North         East    Units  Estimated Accuracy
 HS3459;SPC CA 3     -   641,590.    1,904,440.      MT  (+/- 180 meters Scaled)
 HS3459
 HS3459                          SUPERSEDED SURVEY CONTROL
 HS3459
 HS3459  NGVD 29 (??/??/92)   50.734  (m)          166.45   (f) ADJ UNCH    1 2
 HS3459
 HS3459.Superseded values are not recommended for survey control.
 HS3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3459.See file dsdata.txt to determine how the superseded data were derived.
 HS3459
 HS3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG246813(NAD 83)
 HS3459_MARKER: DD = SURVEY DISK
 HS3459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3459_STAMPING: 236
 HS3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3459+STABILITY: SURFACE MOTION
 HS3459
 HS3459  HISTORY     - Date     Condition        Report By
 HS3459  HISTORY     - UNK      MONUMENTED       CA-001
 HS3459  HISTORY     - 1957     GOOD             NGS
 HS3459  HISTORY     - 1963     GOOD             NGS
 HS3459
 HS3459                          STATION DESCRIPTION
 HS3459
 HS3459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3459'1.2 MI N FROM MOUNTAIN HOUSE.
 HS3459'1.2 MILES NORTH ALONG MOUNTAIN HOUSE ROAD FROM THE MOUNTAIN
 HS3459'HOUSE STATION AND CAFE AT MOUNTAIN HOUSE, IN R4E T2S, IN THE
 HS3459'SOUTHWEST QUARTER OF SECTION 7, ON THE OUTSIDE OF A CURVE,
 HS3459'108.0 FEET SOUTHWEST OF THE NORTHWEST END OF 14-INCH CORRUGATED
 HS3459'METAL PIPE CULVERT 1.35, 26 1/2 FEET NORTHWEST OF THE CENTER
 HS3459'LINE OF THE ROAD, 1.0 FOOT SOUTHEAST OF A FENCE, 0.5 FOOT
 HS3459'NORTHWEST OF A 2-BY 6-INCH WITNESS POST, ABOUT LEVEL WITH THE
 HS3459'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 HS3459'FOOT ABOVE THE GROUND.
 HS3459
 HS3459                          STATION RECOVERY (1963)
 HS3459
 HS3459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0403 ***********************************************************************
 DY0403  DESIGNATION -  236 C OF LB
 DY0403  PID         -  DY0403
 DY0403  STATE/COUNTY-  CA/LOS ANGELES
 DY0403  USGS QUAD   -  LONG BEACH (1981)
 DY0403
 DY0403                         *CURRENT SURVEY CONTROL
 DY0403  ___________________________________________________________________
 DY0403* NAD 83(1986)-  33 46 02.     (N)    118 12 10.     (W)     SCALED    
 DY0403* NAVD 88     -         3.46   (+/-2cm)      11.4    (feet)  VERTCON   
 DY0403  ___________________________________________________________________
 DY0403  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0403  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0403
 DY0403.The horizontal coordinates were scaled from a topographic map and have
 DY0403.an estimated accuracy of +/- 6 seconds.
 DY0403
 DY0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0403.The vertical order pertains to the NGVD 29 superseded value.
 DY0403
 DY0403.The geoid height was determined by GEOID03.
 DY0403
 DY0403;                    North         East    Units  Estimated Accuracy
 DY0403;SPC CA 5     -   529,660.    1,981,210.      MT  (+/- 180 meters Scaled)
 DY0403
 DY0403                          SUPERSEDED SURVEY CONTROL
 DY0403
 DY0403  NGVD 29 (??/??/92)    2.640  (m)            8.66   (f) ADJ UNCH    1 2
 DY0403
 DY0403.Superseded values are not recommended for survey control.
 DY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0403.See file dsdata.txt to determine how the superseded data were derived.
 DY0403
 DY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT886369(NAD 83)
 DY0403_MARKER: DD = SURVEY DISK
 DY0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0403_STAMPING: LBBM 236
 DY0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0403+STABILITY: SURFACE MOTION
 DY0403
 DY0403  HISTORY     - Date     Condition        Report By
 DY0403  HISTORY     - UNK      MONUMENTED       CA1970
 DY0403  HISTORY     - 1954     GOOD             NGS
 DY0403  HISTORY     - 1965     GOOD             NGS
 DY0403  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0403
 DY0403                          STATION DESCRIPTION
 DY0403
 DY0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0403'AT LONG BEACH.
 DY0403'AT LONG BEACH, 0.9 MILE WEST ALONG OCEAN BOULEVARD FROM THE
 DY0403'JUNCTION OF AMERICAN AVENUE, 0.2 MILE EAST OF THE BOULEVARD
 DY0403'BRIDGE (NOW UNDER CONSTRUCTION) OVER LOS ANGELES RIVER, AT THE
 DY0403'Y JUNCTION OF OCEAN PARK AVENUE, 16.6 FEET SOUTH OF THE SOUTH
 DY0403'RAIL OF THE SOUTH TRACK OF THE PACIFIC ELECTRIC RAILWAY COMPANY
 DY0403'TRACK, 7.7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF OCEAN PARK
 DY0403'AVENUE, 8 1/2 FEET NORTHEAST OF POWER LINE POLE 18486 R, 2.5
 DY0403'FEET WEST OF AN IRON STREET SIGN POST, 1.0 FOOT UNDERGROUND,
 DY0403'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0403'THROUGH A 5-INCH PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0403
 DY0403                          STATION RECOVERY (1965)
 DY0403
 DY0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0403'RECOVERED IN GOOD CONDITION.
 DY0403
 DY0403                          STATION RECOVERY (2007)
 DY0403
 DY0403'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0403'NONE OF THE LANDMARKS IN THE TO REACH INFORMATION EXIST AS THIS AREA
 DY0403'WAS CHANGED CONSIDERABLY.  THERE IS NO LONGER ANY RAIL LINE IN THE
 DY0403'AREA AND OCEAN PARK AVE. NO LONGER EXISTS.  WITHOUT FURTHER
 DY0403'INVESTIGATION, IT WILL BE IMPOSSIBLE TO LOCATE THIS MARK, IF IT IS
 DY0403'STILL IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4211 ***********************************************************************
 GU4211  DESIGNATION -  236.78=309
 GU4211  PID         -  GU4211
 GU4211  STATE/COUNTY-  CA/SANTA CRUZ
 GU4211  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4211
 GU4211                         *CURRENT SURVEY CONTROL
 GU4211  ___________________________________________________________________
 GU4211* NAD 83(1986)-  36 58 50.     (N)    121 48 04.     (W)     SCALED    
 GU4211* NAVD 88     -        73.244  (meters)     240.30   (feet)  ADJUSTED  
 GU4211  ___________________________________________________________________
 GU4211  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 GU4211  DYNAMIC HT  -          73.188 (meters)     240.12  (feet)  COMP
 GU4211  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 GU4211
 GU4211  VERT ORDER  -  FIRST     CLASS II
 GU4211
 GU4211.The horizontal coordinates were scaled from a topographic map and have
 GU4211.an estimated accuracy of +/- 6 seconds.
 GU4211
 GU4211.The orthometric height was determined by differential leveling
 GU4211.and adjusted in February 1993.
 GU4211
 GU4211.The geoid height was determined by GEOID03.
 GU4211
 GU4211.The dynamic height is computed by dividing the NAVD 88
 GU4211.geopotential number by the normal gravity value computed on the
 GU4211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4211.degrees latitude (g = 980.6199 gals.).
 GU4211
 GU4211.The modeled gravity was interpolated from observed gravity values.
 GU4211
 GU4211;                    North         East    Units  Estimated Accuracy
 GU4211;SPC CA 3     -   554,140.    1,884,160.      MT  (+/- 180 meters Scaled)
 GU4211
 GU4211                          SUPERSEDED SURVEY CONTROL
 GU4211
 GU4211  NGVD 29 (10/21/93)   72.410  (m)          237.57   (f) ADJUSTED    1 2
 GU4211
 GU4211.Superseded values are not recommended for survey control.
 GU4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4211.See file dsdata.txt to determine how the superseded data were derived.
 GU4211
 GU4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF067933(NAD 83)
 GU4211_MARKER: DD = SURVEY DISK
 GU4211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU4211_SP_SET: HEADWALL
 GU4211_STAMPING: A.B.6 236.78
 GU4211_MARK LOGO: CA-087
 GU4211_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4211+STABILITY: SURFACE MOTION
 GU4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4211+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 GU4211
 GU4211  HISTORY     - Date     Condition        Report By
 GU4211  HISTORY     - UNK      MONUMENTED       CA-087
 GU4211  HISTORY     - 19900416 GOOD             NGS
 GU4211
 GU4211                          STATION DESCRIPTION
 GU4211
 GU4211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4211'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4211'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 GU4211'ALONG HOLOHAN ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN
 GU4211'VALLEY ROAD, THENCE 5.1 KM (3.2 MI) NORTHWESTERLY ALONG AMESTI ROAD,
 GU4211'IN TOP OF AND NEAR THE CENTER OF THE WEST HEADWALL OF A CULVERT, 3.7
 GU4211'M (12.1 FT) WEST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5526 ***********************************************************************
 DX5526  DESIGNATION -  2364 L
 DX5526  PID         -  DX5526
 DX5526  STATE/COUNTY-  CA/SAN DIEGO
 DX5526  USGS QUAD   -  BONSALL (1975)
 DX5526
 DX5526                         *CURRENT SURVEY CONTROL
 DX5526  ___________________________________________________________________
 DX5526* NAD 83(1986)-  33 21 23.     (N)    117 09 39.     (W)     SCALED    
 DX5526* NAVD 88     -       100.564  (meters)     329.93   (feet)  ADJUSTED  
 DX5526  ___________________________________________________________________
 DX5526  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DX5526  DYNAMIC HT  -         100.455 (meters)     329.58  (feet)  COMP
 DX5526  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 DX5526
 DX5526  VERT ORDER  -  FIRST     CLASS II
 DX5526
 DX5526.The horizontal coordinates were scaled from a topographic map and have
 DX5526.an estimated accuracy of +/- 6 seconds.
 DX5526
 DX5526.The orthometric height was determined by differential leveling
 DX5526.and adjusted in January 1993.
 DX5526
 DX5526.The geoid height was determined by GEOID03.
 DX5526
 DX5526.The dynamic height is computed by dividing the NAVD 88
 DX5526.geopotential number by the normal gravity value computed on the
 DX5526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5526.degrees latitude (g = 980.6199 gals.).
 DX5526
 DX5526.The modeled gravity was interpolated from observed gravity values.
 DX5526
 DX5526;                    North         East    Units  Estimated Accuracy
 DX5526;SPC CA 6     -   632,310.    1,915,230.      MT  (+/- 180 meters Scaled)
 DX5526
 DX5526                          SUPERSEDED SURVEY CONTROL
 DX5526
 DX5526.No superseded survey control is available for this station.
 DX5526
 DX5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS850908(NAD 83)
 DX5526_MARKER: DD = SURVEY DISK
 DX5526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5526_SP_SET: HEADWALL
 DX5526_STAMPING: 2364-L 1979
 DX5526_MARK LOGO: MWDSC 
 DX5526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5526+STABILITY: SURFACE MOTION
 DX5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5526+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 DX5526
 DX5526  HISTORY     - Date     Condition        Report By
 DX5526  HISTORY     - 1979     MONUMENTED       CADH
 DX5526  HISTORY     - 19920911 GOOD             MWDSC
 DX5526
 DX5526                          STATION DESCRIPTION
 DX5526
 DX5526'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5526'PALA MESA, 2.3 MILES (3.7 KM) SOUTHEAST ALONG OLD HWY 395 FROM THE
 DX5526'INTERSECTION WITH MISSION RD.,AT THE NORTHWEST CORNER OF OLD HWY 395
 DX5526'AND TECALOTE LN.  ( ENTRANCE TO PALA MESA RESORT) 95 FEET (29.0 M)
 DX5526'WEST OF THE CENTERLINE OF OLD HWY 395 AND 21.5 FEET (6.6 M) NORTH OF
 DX5526'THE CENTERLINE TECALOTA LN., 3.5 FEET (1.1 M) NORTH OF POWER POLE NO.
 DX5526'511765.  A STANDARD MWDSC 3 INCH BRASS DISK SET FLUSH IN TOP OF A 12
 DX5526'FOOT (3.7 M) LONG DRAIN HEADWALL 1.5 FEET (0.5 M) WEST OF THE EAST
 DX5526'END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2310 ***********************************************************************
 EV2310  DESIGNATION -  2370
 EV2310  PID         -  EV2310
 EV2310  STATE/COUNTY-  CA/KERN
 EV2310  USGS QUAD   -  EDWARDS (1992)
 EV2310
 EV2310                         *CURRENT SURVEY CONTROL
 EV2310  ___________________________________________________________________
 EV2310* NAD 83(1986)-  34 56 47.     (N)    117 57 06.     (W)     SCALED    
 EV2310* NAVD 88     -       723.281  (meters)    2372.96   (feet)  ADJUSTED  
 EV2310  ___________________________________________________________________
 EV2310  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EV2310  DYNAMIC HT  -         722.474 (meters)    2370.32  (feet)  COMP
 EV2310  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 EV2310
 EV2310  VERT ORDER  -  FIRST     CLASS I
 EV2310
 EV2310.The horizontal coordinates were scaled from a topographic map and have
 EV2310.an estimated accuracy of +/- 6 seconds.
 EV2310
 EV2310.The orthometric height was determined by differential leveling
 EV2310.and adjusted in June 1991.
 EV2310
 EV2310.The geoid height was determined by GEOID03.
 EV2310
 EV2310.The dynamic height is computed by dividing the NAVD 88
 EV2310.geopotential number by the normal gravity value computed on the
 EV2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2310.degrees latitude (g = 980.6199 gals.).
 EV2310
 EV2310.The modeled gravity was interpolated from observed gravity values.
 EV2310
 EV2310;                    North         East    Units  Estimated Accuracy
 EV2310;SPC CA 5     -   660,440.    2,004,420.      MT  (+/- 180 meters Scaled)
 EV2310
 EV2310                          SUPERSEDED SURVEY CONTROL
 EV2310
 EV2310  NGVD 29 (??/??/92)  722.474  (m)         2370.32   (f) ADJ UNCH    1 1
 EV2310
 EV2310.Superseded values are not recommended for survey control.
 EV2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2310.See file dsdata.txt to determine how the superseded data were derived.
 EV2310
 EV2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU131675(NAD 83)
 EV2310_MARKER: P = PIPE CAP
 EV2310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2310_STAMPING: 2370 5 B 1906
 EV2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2310
 EV2310  HISTORY     - Date     Condition        Report By
 EV2310  HISTORY     - UNK      MONUMENTED       USGS
 EV2310  HISTORY     - 1961     GOOD             NGS
 EV2310  HISTORY     - 1973     GOOD             NGS
 EV2310  HISTORY     - 1977     GOOD             NGS
 EV2310
 EV2310                          STATION DESCRIPTION
 EV2310
 EV2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2310'2.4 MI W FROM EDWARDS.
 EV2310'1.6 MILES WEST ALONG MOJAVE BOULEVARD FROM THE INTERSECTION OF
 EV2310'LANCASTER BOULEVARD AT EDWARDS AIR FORCE BASE, THENCE 0.5 MILE
 EV2310'WEST ALONG AN ASPHALT ROAD, THENCE 0.35 MILE WEST ALONG AN
 EV2310'ABANDONED RAILROAD BED, 0.15 MILE EAST-SOUTHEAST OF A TURN AND
 EV2310'THE CROSSING OF A POWER LINE, 40 FEET SOUTH-SOUTHWEST OF THE
 EV2310'CENTER LINE OF THE RAILROAD BED, 1.0 FOOT SOUTH-SOUTHWEST OF A
 EV2310'WITNESS POST, ABOUT LEVEL WITH THE RAILROAD BED, AND RIVETED ON
 EV2310'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE
 EV2310'GROUND.
 EV2310
 EV2310                          STATION RECOVERY (1973)
 EV2310
 EV2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2310'RECOVERED IN GOOD CONDITION.
 EV2310
 EV2310                          STATION RECOVERY (1977)
 EV2310
 EV2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3680 ***********************************************************************
 GU3680  DESIGNATION -  2370=HENRY
 GU3680  PID         -  GU3680
 GU3680  STATE/COUNTY-  CA/MONTEREY
 GU3680  USGS QUAD   -  SOLEDAD (1984)
 GU3680
 GU3680                         *CURRENT SURVEY CONTROL
 GU3680  ___________________________________________________________________
 GU3680* NAD 83(1992)-  36 29 25.93088(N)    121 18 40.94149(W)     ADJUSTED  
 GU3680* NAVD 88     -       719.0    (meters)    2359.     (feet)  VERTCON   
 GU3680  ___________________________________________________________________
 GU3680  EPOCH DATE  -        1991.35
 GU3680  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 GU3680  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GU3680  HORZ ORDER  -  FIRST
 GU3680
 GU3680.The horizontal coordinates were established by classical geodetic methods
 GU3680.and adjusted by the National Geodetic Survey in March 1994.
 GU3680.The horizontal coordinates are valid at the epoch date displayed above.
 GU3680.The epoch date for horizontal control is a decimal equivalence
 GU3680.of Year/Month/Day.
 GU3680
 GU3680.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU3680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU3680
 GU3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3680
 GU3680.The geoid height was determined by GEOID03.
 GU3680
 GU3680;                    North         East     Units Scale Factor Converg.
 GU3680;SPC CA 4     -   630,896.573 1,792,928.070   MT  0.99994354   -1 22 44.2
 GU3680;SPC CA 4     - 2,069,866.51  5,882,298.18   sFT  0.99994354   -1 22 44.2
 GU3680;UTM  10      - 4,039,684.026   651,250.338   MT  0.99988186   +1 00 15.8
 GU3680
 GU3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3680!SPC CA 4     -   0.99989235  x   0.99994354  =   0.99983590
 GU3680!UTM  10      -   0.99989235  x   0.99988186  =   0.99977422
 GU3680
 GU3680|---------------------------------------------------------------------|
 GU3680| PID    Reference Object                     Distance      Geod. Az  |
 GU3680|                                                           dddmmss.s |
 GU3680| DA7672 HENRY RM 3                            8.508 METERS 00312     |
 GU3680| DA7669 HENRY AZ MK RESET                                  0131235.7 |
 GU3680| DA7668 HENRY AZ MK                                        0274944.5 |
 GU3680| DA7670 HENRY RM 1                            6.108 METERS 06301     |
 GU3680| DA7671 HENRY RM 2                            5.405 METERS 17208     |
 GU3680| DA7673 HENRY RM 4                            4.579 METERS 26602     |
 GU3680| GU3691 GONZALES AIRWAY BEACON              APPROX.10.9 KM 2751829.3 |
 GU3680|---------------------------------------------------------------------|
 GU3680
 GU3680                          SUPERSEDED SURVEY CONTROL
 GU3680
 GU3680  NAD 83(1986)-  36 29 25.92871(N)    121 18 40.93103(W) AD(1984.00) 1
 GU3680  NAD 27      -  36 29 26.05700(N)    121 18 37.18100(W) AD(       ) 1
 GU3680  NGVD 29 (07/19/86)  718.0    (m)         2356.     (f) VERT ANG    3  
 GU3680
 GU3680.Superseded values are not recommended for survey control.
 GU3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3680.See file dsdata.txt to determine how the superseded data were derived.
 GU3680
 GU3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF5125039684(NAD 83)
 GU3680_MARKER: Z = SEE DESCRIPTION
 GU3680_SETTING: 0 = UNSPECIFIED SETTING
 GU3680
 GU3680  HISTORY     - Date     Condition        Report By
 GU3680  HISTORY     - 1944     MONUMENTED       USGS
 GU3680  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GU3680
 GU3680                          STATION DESCRIPTION
 GU3680
 GU3680'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS)
 GU3680'THE STATION IS ON THE NE SIDE OF THE SALINAS VALLEY, ABOUT
 GU3680'7-1/2 MILES E OF GONZALES, AND 5-1/2 MILES N OF SOLEDAD.
 GU3680'IT IS ON THE HIGHEST POINT OF A PROMINENT RANGE OF BRUSH-COVERED
 GU3680'HILLS.
 GU3680'
 GU3680'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A
 GU3680'BOULDER.  THE ONLY STAMPING IS THAT OF THE ELEVATION - 2370
 GU3680'FEET.
 GU3680'
 GU3680'REFERENCE MARK 1 IS ABOUT LEVEL WITH THE STATION.  IT IS A
 GU3680'BRONZE REFERENCE DISK WELDED TO A 2-1/2-INCH CAST-IRON PIPE
 GU3680'WHICH IS SET IN THE GROUND.  IT IS STAMPED HENRY USGS NO 1
 GU3680'1944 AND PROJECTS ABOUT 10 INCHES.
 GU3680'
 GU3680'REFERENCE MARK 2 IS ABOUT LEVEL WITH THE STATION.  IT IS A
 GU3680'BRONZE REFERENCE DISK WELDED TO A 2-1/2-INCH CAST-IRON PIPE
 GU3680'WHICH IS SET IN THE GROUND.  IT IS STAMPED HENRY USGS NO 2
 GU3680'1944 AND PROJECTS ABOUT 10 INCHES.
 GU3680'
 GU3680'AZIMUTH MARK IS 4 FEET W OF A WIRE FENCE AND JUST S OF THE
 GU3680'SUMMIT OF THE FIRST HILL TO THE N OF THE STATION.  IT IS A
 GU3680'BRONZE AZIMUTH DISK SET IN BEDROCK.  IT IS STAMPED HENRY
 GU3680'USGS 1944 AND PROJECTS ABOUT 4 INCHES.
 GU3680'
 GU3680'TO REACH THE STATION FROM GONZALES, GO S ON U.S. HIGHWAY
 GU3680'101 FOR 1.35 MILES AND TURN LEFT OFF THE HIGHWAY ON A PAVED
 GU3680'ROAD, GO 7.8 MILES AND TAKE A RIGHT FORK, GO 1.3 MILES AND
 GU3680'TURN RIGHT INTO A RANCHYARD, PASSING BETWEEN THE HOUSE AND
 GU3680'THE BARN.  GO 1.0 MILE TO A DESERTED RANCH AND KEEP STRAIGHT
 GU3680'AHEAD THROUGH THE RANCHYARDS.  GO 0.2 MILE AND TURN LEFT
 GU3680'ALONG A FENCELINE, GO 0.15 MILE, PASS THROUGH A GATE AT A
 GU3680'T-FENCE CORNER, TURN RIGHT ALONG ANOTHER FENCELINE.  GO 0.25
 GU3680'MILE TO TWO OAK TREES IN THE FENCELINE AND TURN LEFT UP A
 GU3680'DRAW, GO 0.1 MILE TO AN OAK TREE WITH A TRIANGULAR BLAZE
 GU3680'AND THE END OF TRUCK TRAVEL.  CONTINUE UP THE DRAW TO ITS
 GU3680'END NEAR THE TOP OF A BRUSH-COVERED RIDGE, THEN CLIMB TO
 GU3680'THE TOP OF THE RIDGE AND FOLLOW A FENCELINE AND CLEARING
 GU3680'WHICH LEADS S ALONG THE TOP OF THE BRUSHY RIDGE FOR ABOUT 1
 GU3680'MILE TO THE AZIMUTH MARK.  THEN FOLLOW THE TRAIL SSW AWAY
 GU3680'FROM THE FENCE TO THE SUMMIT OF THE HIGHEST BRUSHY PEAK
 GU3680'AND THE STATION.  IT IS ABOUT A 45-MINUTE PACK FROM THE
 GU3680'END OF TRUCK TRAVEL.
 GU3680'
 GU3680'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GU3680
 GU3680                          STATION RECOVERY (1963)
 GU3680
 GU3680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 GU3680'STATION WAS RECOVERED AND ONLY THE STATION MARK WAS FOUND
 GU3680'IN GOOD CONDITION AND STABLE.  REFERENCE MARKS 1 AND 2 AND
 GU3680'AZIMUTH MARK WERE NOT RECOVERED AND APPEARS THAT THEY WERE
 GU3680'DESTROYED BY BLADING FOR THE FIRE TRAIL.  REFERENCE MARKS
 GU3680'3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME
 GU3680'AND ARE DESCRIBED BELOW.  A COMPLETE AND NEW DESCRIPTION OF
 GU3680'STATION FOLLOWS--
 GU3680'
 GU3680'THE STATION IS ON THE NORTHEAST SIDE OF SALINAS VALLEY, ABOUT
 GU3680'7-1/2 MILES EAST OF GONZALES AND ABOUT 5-1/2 MILES NORTH OF
 GU3680'SOLEDAD ON A HIGH PEAK ON SOUTH END OF A BUSH COVERED
 GU3680'PROMINENT RIDGE.
 GU3680'
 GU3680'TO REACH FROM GONZALES, GO SOUTHEAST ON BUSINESS U.S. HIGHWAY
 GU3680'101 FOR 1.3 MILES TO THE JUNCTION OF GLORIA ROAD, GO EAST
 GU3680'ON GLORIA ROAD FOR 7.8 MILES TO FORK, KEEP RIGHT AND GO 1.3
 GU3680'MILES TO A RANCH HOUSE ON RIGHT, TURN RIGHT PASSING BETWEEN
 GU3680'HOUSE AND BARN AND GO 0.05 MILE TO BOARD GATE, PASS THROUGH
 GU3680'GATE AND CONTINUE DOWN LANE AND FOLLOW TRACK ROAD FOR 1.0
 GU3680'MILE TO ABANDON HOUSE, CONTINUE 0.2 MILE TO FENCE CORNER,
 GU3680'THEN STRAIGHT AHEAD ON RIGHT FORK FOR 0.2 MILE TO FENCE AND
 GU3680'GATE AT BEGINNING OF TREE AREA, PASS THROUGH GATE AND GO
 GU3680'UPHILL FOR 0.1 MILE TO SADDLE AND BLADED TRACK ROAD LEFT,
 GU3680'TURN LEFT AND GO 0.7 MILE UPHILL TO TOP OF RIDGE AND AZIMUTH MARK
 GU3680'ON LEFT AS DESCRIBED, CONTINUE SOUTH FOR 0.75 ALONG RIDGE TO
 GU3680'STATION ON RIGHT AS DESCRIBED.
 GU3680'
 GU3680'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN
 GU3680'A DRILL HOLE IN TOP OF BURIED ROCK WHICH IS SET FLUSH WITH THE
 GU3680'GROUND.  THE ONLY STAMPING IS THAT OF THE ELEVATION - 2370
 GU3680'FEET.  THE MARK IS 12.3 FEET WEST OF CENTER OF BLADED ROAD.
 GU3680'
 GU3680'REFERENCE MARK 3, IS A STANDARD REFERENCE DISK BRAZED TO TOP
 GU3680'OF 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 15 INCHES.
 GU3680'THE MARK IS STAMPED HENRY U.S.G.S. NO 3 1944 AND IS 12.8 FEET
 GU3680'WEST OF CENTER OF ROAD.
 GU3680'
 GU3680'REFERENCE MARK 4, IS A STANDARD REFERENCE DISK BRAZED TO THE
 GU3680'TOP OF A 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 15
 GU3680'INCHES.  THE MARK IS STAMPED HENRY U.S.G.S. NO 4 1944 AND IS
 GU3680'27 FEET WEST OF CENTER OF TRACK ROAD.
 GU3680'
 GU3680'AZIMUTH MARK, IS A STANDARD AZIMUTH DISK BRAZED TO THE TOP
 GU3680'OF 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 15 INCHES.
 GU3680'THE MARK IS 18.3 FEET EAST OF CENTER OF ROAD, 16.7 FEET WEST
 GU3680'OF FENCE AND 2.4 FEET WEST OF WITNESS POST.  THE DISK IS STAMPED
 GU3680'HENRY U.S.G.S. 1944 RESET 1963.
 GU3680'
 GU3680'DISTANCE BETWEEN REFERENCE MARKS IS 33.3 FEET.  (FOUR WHEEL
 GU3680'DRIVE STATION.)
 GU3680'
 GU3680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2258 ***********************************************************************
 EV2258  DESIGNATION -  2374
 EV2258  PID         -  EV2258
 EV2258  STATE/COUNTY-  CA/KERN
 EV2258  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2258
 EV2258                         *CURRENT SURVEY CONTROL
 EV2258  ___________________________________________________________________
 EV2258* NAD 83(1986)-  34 58 56.     (N)    117 43 03.     (W)     SCALED    
 EV2258* NAVD 88     -       724.515  (meters)    2377.01   (feet)  ADJUSTED  
 EV2258  ___________________________________________________________________
 EV2258  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV2258  DYNAMIC HT  -         723.700 (meters)    2374.34  (feet)  COMP
 EV2258  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 EV2258
 EV2258  VERT ORDER  -  FIRST     CLASS I
 EV2258
 EV2258.The horizontal coordinates were scaled from a topographic map and have
 EV2258.an estimated accuracy of +/- 6 seconds.
 EV2258
 EV2258.The orthometric height was determined by differential leveling
 EV2258.and adjusted in June 1991.
 EV2258.WARNING-Repeat measurements at this control monument indicate possible
 EV2258.vertical movement.
 EV2258
 EV2258.The geoid height was determined by GEOID03.
 EV2258
 EV2258.The dynamic height is computed by dividing the NAVD 88
 EV2258.geopotential number by the normal gravity value computed on the
 EV2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2258.degrees latitude (g = 980.6199 gals.).
 EV2258
 EV2258.The modeled gravity was interpolated from observed gravity values.
 EV2258
 EV2258;                    North         East    Units  Estimated Accuracy
 EV2258;SPC CA 5     -   664,450.    2,025,790.      MT  (+/- 180 meters Scaled)
 EV2258
 EV2258                          SUPERSEDED SURVEY CONTROL
 EV2258
 EV2258  NGVD 29 (??/??/92)  723.713  (m)         2374.38   (f) ADJ UNCH    1 1
 EV2258
 EV2258.Superseded values are not recommended for survey control.
 EV2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2258.See file dsdata.txt to determine how the superseded data were derived.
 EV2258
 EV2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU345713(NAD 83)
 EV2258_MARKER: P = PIPE CAP
 EV2258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2258_STAMPING: 2374 B 10 1906
 EV2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2258
 EV2258  HISTORY     - Date     Condition        Report By
 EV2258  HISTORY     - 1906     MONUMENTED       USGS
 EV2258  HISTORY     - 1961     GOOD             NGS
 EV2258  HISTORY     - 1973     GOOD             NGS
 EV2258  HISTORY     - 1977     GOOD             NGS
 EV2258
 EV2258                          STATION DESCRIPTION
 EV2258
 EV2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2258'4 MI SW FROM BORON.
 EV2258'1.05 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV2258'FROM THE STATION AT BORON, THENCE 2.95 MILES SOUTHWEST ALONG
 EV2258'THE ATCHISON TOPEKA AND SANTA FE RAILWAY RICH SPUR, 123 FEET
 EV2258'SOUTH OF AND ACROSS TRACK FROM MILEPOLE 788, 24.5 FEET SOUTHEAST
 EV2258'OF THE SOUTHEAST RAIL, 69 FEET NORTHWEST OF THE CENTER LINE OF A
 EV2258'DIRT ROAD, 0.9 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2
 EV2258'FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 EV2258'IRON PIPE WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND.
 EV2258
 EV2258                          STATION RECOVERY (1973)
 EV2258
 EV2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2258'RECOVERED IN GOOD CONDITION.
 EV2258
 EV2258                          STATION RECOVERY (1977)
 EV2258
 EV2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0511 ***********************************************************************
 FU0511  DESIGNATION -  2377 USGS
 FU0511  PID         -  FU0511
 FU0511  STATE/COUNTY-  CA/KERN
 FU0511  USGS QUAD   -  MIRACLE HOT SPRINGS (1994)
 FU0511
 FU0511                         *CURRENT SURVEY CONTROL
 FU0511  ___________________________________________________________________
 FU0511* NAD 83(1986)-  35 32 04.     (N)    118 36 59.     (W)     SCALED    
 FU0511* NAVD 88     -       725.38   (+/-2cm)    2379.9    (feet)  VERTCON   
 FU0511  ___________________________________________________________________
 FU0511  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FU0511  VERT ORDER  -  THIRD (See Below)
 FU0511
 FU0511.The horizontal coordinates were scaled from a topographic map and have
 FU0511.an estimated accuracy of +/- 6 seconds.
 FU0511
 FU0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0511.The vertical order pertains to the NGVD 29 superseded value.
 FU0511
 FU0511.The geoid height was determined by GEOID03.
 FU0511
 FU0511;                    North         East    Units  Estimated Accuracy
 FU0511;SPC CA 5     -   725,850.    1,944,100.      MT  (+/- 180 meters Scaled)
 FU0511
 FU0511                          SUPERSEDED SURVEY CONTROL
 FU0511
 FU0511  NGVD 29 (??/??/??)  724.41   (m)         2376.7    (f) RESET       3  
 FU0511
 FU0511.Superseded values are not recommended for survey control.
 FU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0511.See file dsdata.txt to determine how the superseded data were derived.
 FU0511
 FU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV534335(NAD 83)
 FU0511_MARKER: DD = SURVEY DISK
 FU0511_SETTING: 80 = SET IN A BOULDER
 FU0511_SP_SET: BOULDER
 FU0511_STAMPING: H 15 2377 1934
 FU0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0511+STABILITY: SURFACE MOTION
 FU0511
 FU0511  HISTORY     - Date     Condition        Report By
 FU0511  HISTORY     - 1934     MONUMENTED       USGS
 FU0511  HISTORY     - 1972     GOOD             USGS
 FU0511
 FU0511                          STATION DESCRIPTION
 FU0511
 FU0511'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0511'8.5 MI W FROM MIRACLE HOT SPRINGS.
 FU0511'8.5 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0511'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, 105 YARDS SOUTHEAST
 FU0511'OF THE JIMMIE POLKINGHORNE RESIDENCE (IN 1935), 68 FEET EAST OF
 FU0511'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A 4- BY 6-FOOT
 FU0511'GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FU0511'DISK, STAMPED H 15 2377 1934.
 FU0511
 FU0511                          STATION RECOVERY (1972)
 FU0511
 FU0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1414 ***********************************************************************
 EW1414  DESIGNATION -  238.870 C OF LA
 EW1414  PID         -  EW1414
 EW1414  STATE/COUNTY-  CA/LOS ANGELES
 EW1414  USGS QUAD   -  HOLLYWOOD (1994)
 EW1414
 EW1414                         *CURRENT SURVEY CONTROL
 EW1414  ___________________________________________________________________
 EW1414* NAD 83(1986)-  34 03 42.     (N)    118 17 43.     (W)     SCALED    
 EW1414* NAVD 88     -        73.56   (+/-2cm)     241.3    (feet)  VERTCON   
 EW1414  ___________________________________________________________________
 EW1414  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1414  VERT ORDER  -  THIRD (See Below)
 EW1414
 EW1414.The horizontal coordinates were scaled from a topographic map and have
 EW1414.an estimated accuracy of +/- 6 seconds.
 EW1414
 EW1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1414.The vertical order pertains to the NGVD 29 superseded value.
 EW1414
 EW1414.The geoid height was determined by GEOID03.
 EW1414
 EW1414;                    North         East    Units  Estimated Accuracy
 EW1414;SPC CA 5     -   562,340.    1,972,740.      MT  (+/- 180 meters Scaled)
 EW1414
 EW1414                          SUPERSEDED SURVEY CONTROL
 EW1414
 EW1414  NGVD 29 (??/??/??)   72.79   (m)          238.8    (f) RESET       3  
 EW1414
 EW1414.Superseded values are not recommended for survey control.
 EW1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1414.See file dsdata.txt to determine how the superseded data were derived.
 EW1414
 EW1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT804697(NAD 83)
 EW1414_MARKER: DD = SURVEY DISK
 EW1414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1414_SP_SET: CURB
 EW1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1414
 EW1414  HISTORY     - Date     Condition        Report By
 EW1414  HISTORY     - UNK      MONUMENTED       CA1980
 EW1414  HISTORY     - 1945     GOOD             NGS
 EW1414  HISTORY     - 1964     GOOD             NGS
 EW1414
 EW1414                          STATION DESCRIPTION
 EW1414
 EW1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1414'AT LOS ANGELES.
 EW1414'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1414'CATALINA STREET.  IN THE SOUTH CURB OF WILSHIRE BOULEVARD, AND
 EW1414'WEST END OF A CATCH BASIN.  28.3 FEET EAST OF EAST CURB OF
 EW1414'CATALINA STREET (PROJECTED CURBING).  CUT SPIKE ABOUT FLUSH
 EW1414'WITH CURB.
 EW1414
 EW1414                          STATION RECOVERY (1964)
 EW1414
 EW1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0378 ***********************************************************************
 GS0378  DESIGNATION -  2380
 GS0378  PID         -  GS0378
 GS0378  STATE/COUNTY-  CA/INYO
 GS0378  USGS QUAD   -  EMIGRANT CANYON (1986)
 GS0378
 GS0378                         *CURRENT SURVEY CONTROL
 GS0378  ___________________________________________________________________
 GS0378* NAD 83(1986)-  36 29 12.     (N)    117 13 19.     (W)     SCALED    
 GS0378* NAVD 88     -       725.449  (meters)    2380.08   (feet)  ADJUSTED  
 GS0378  ___________________________________________________________________
 GS0378  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 GS0378  DYNAMIC HT  -         724.715 (meters)    2377.67  (feet)  COMP
 GS0378  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 GS0378
 GS0378  VERT ORDER  -  FIRST     CLASS II
 GS0378
 GS0378.The horizontal coordinates were scaled from a topographic map and have
 GS0378.an estimated accuracy of +/- 6 seconds.
 GS0378
 GS0378.The orthometric height was determined by differential leveling
 GS0378.and adjusted in June 1991.
 GS0378
 GS0378.The geoid height was determined by GEOID03.
 GS0378
 GS0378.The dynamic height is computed by dividing the NAVD 88
 GS0378.geopotential number by the normal gravity value computed on the
 GS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0378.degrees latitude (g = 980.6199 gals.).
 GS0378
 GS0378.The modeled gravity was interpolated from observed gravity values.
 GS0378
 GS0378;                    North         East    Units  Estimated Accuracy
 GS0378;SPC CA 4     -   629,450.    2,159,310.      MT  (+/- 180 meters Scaled)
 GS0378
 GS0378                          SUPERSEDED SURVEY CONTROL
 GS0378
 GS0378  NGVD 29 (??/??/??)  724.567  (m)         2377.18   (f) ADJUSTED    1 2
 GS0378
 GS0378.Superseded values are not recommended for survey control.
 GS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0378.See file dsdata.txt to determine how the superseded data were derived.
 GS0378
 GS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA801379(NAD 83)
 GS0378_MARKER: P = PIPE CAP
 GS0378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0378_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0378_STAMPING: 2380 B 157 1907
 GS0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0378
 GS0378  HISTORY     - Date     Condition        Report By
 GS0378  HISTORY     - 1907     MONUMENTED       USGS
 GS0378  HISTORY     - 1933     GOOD             NGS
 GS0378
 GS0378                          STATION DESCRIPTION
 GS0378
 GS0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0378'9.6 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0378'9.6 MILES SOUTHWEST ALONG A COUNTY ROAD FROM STOVEPIPE WELLS
 GS0378'HOTEL, INYO COUNTY, AND 22 FEET NORTH OF THE CENTERLINE OF THE
 GS0378'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GS0378'2380 B 157 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 GS0378'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0864 ***********************************************************************
 LU0864  DESIGNATION -  2383 B
 LU0864  PID         -  LU0864
 LU0864  STATE/COUNTY-  CA/TRINITY
 LU0864  USGS QUAD   -  LEWISTON (1982)
 LU0864
 LU0864                         *CURRENT SURVEY CONTROL
 LU0864  ___________________________________________________________________
 LU0864* NAD 83(1986)-  40 39 45.     (N)    122 48 16.     (W)     SCALED    
 LU0864* NAVD 88     -       727.403  (meters)    2386.49   (feet)  ADJUSTED  
 LU0864  ___________________________________________________________________
 LU0864  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 LU0864  DYNAMIC HT  -         726.947 (meters)    2384.99  (feet)  COMP
 LU0864  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 LU0864
 LU0864  VERT ORDER  -  FIRST     CLASS II
 LU0864
 LU0864.The horizontal coordinates were scaled from a topographic map and have
 LU0864.an estimated accuracy of +/- 6 seconds.
 LU0864
 LU0864.The orthometric height was determined by differential leveling
 LU0864.and adjusted in June 1991.
 LU0864
 LU0864.The geoid height was determined by GEOID03.
 LU0864
 LU0864.The dynamic height is computed by dividing the NAVD 88
 LU0864.geopotential number by the normal gravity value computed on the
 LU0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0864.degrees latitude (g = 980.6199 gals.).
 LU0864
 LU0864.The modeled gravity was interpolated from observed gravity values.
 LU0864
 LU0864;                    North         East    Units  Estimated Accuracy
 LU0864;SPC CA 1     -   647,900.    1,931,980.      MT  (+/- 180 meters Scaled)
 LU0864
 LU0864                          SUPERSEDED SURVEY CONTROL
 LU0864
 LU0864  NGVD 29 (??/??/92)  726.499  (m)         2383.52   (f) ADJ UNCH    1 2
 LU0864
 LU0864.Superseded values are not recommended for survey control.
 LU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0864.See file dsdata.txt to determine how the superseded data were derived.
 LU0864
 LU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL165013(NAD 83)
 LU0864_MARKER: DD = SURVEY DISK
 LU0864_SETTING: 80 = SET IN A BOULDER
 LU0864_SP_SET: BOULDER
 LU0864_STAMPING: 2383.165 B 1905
 LU0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0864+STABILITY: SURFACE MOTION
 LU0864
 LU0864  HISTORY     - Date     Condition        Report By
 LU0864  HISTORY     - 1905     MONUMENTED       USGS
 LU0864  HISTORY     - 1935     GOOD             NGS
 LU0864  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0864
 LU0864                          STATION DESCRIPTION
 LU0864
 LU0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0864'2 MI SE FROM FAWN LODGE.
 LU0864'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0864'AT FAWN LODGE, TRINITY CUNTY, AT THE NORTHWEST END OF A
 LU0864'CONCRETE-AND-ROCK WALL, 42 FEET NORTH OF THE CENTERLINE OF THE
 LU0864'HIGHWAY, IN THE TOP OF A LARGE BOULDER, AND ABOUT 5 FEET ABOVE
 LU0864'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LU0864'STAMPED 2383.165 B 1905.
 LU0864
 LU0864                          STATION RECOVERY (1988)
 LU0864
 LU0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0864'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3452 ***********************************************************************
 HS3452  DESIGNATION -  239 A CO
 HS3452  PID         -  HS3452
 HS3452  STATE/COUNTY-  CA/ALAMEDA
 HS3452  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3452
 HS3452                         *CURRENT SURVEY CONTROL
 HS3452  ___________________________________________________________________
 HS3452* NAD 83(1986)-  37 48 42.     (N)    121 34 38.     (W)     SCALED    
 HS3452* NAVD 88     -         6.25   (+/-2cm)      20.5    (feet)  VERTCON   
 HS3452  ___________________________________________________________________
 HS3452  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HS3452  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3452
 HS3452.The horizontal coordinates were scaled from a topographic map and have
 HS3452.an estimated accuracy of +/- 6 seconds.
 HS3452
 HS3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3452.The vertical order pertains to the NGVD 29 superseded value.
 HS3452
 HS3452.The geoid height was determined by GEOID03.
 HS3452
 HS3452;                    North         East    Units  Estimated Accuracy
 HS3452;SPC CA 3     -   646,120.    1,905,150.      MT  (+/- 180 meters Scaled)
 HS3452
 HS3452                          SUPERSEDED SURVEY CONTROL
 HS3452
 HS3452  NGVD 29 (??/??/92)    5.519  (m)           18.11   (f) ADJ UNCH    1 2
 HS3452
 HS3452.Superseded values are not recommended for survey control.
 HS3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3452.See file dsdata.txt to determine how the superseded data were derived.
 HS3452
 HS3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG252858(NAD 83)
 HS3452_MARKER: DD = SURVEY DISK
 HS3452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3452_SP_SET: CULVERT
 HS3452_STAMPING: 239 23
 HS3452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3452
 HS3452  HISTORY     - Date     Condition        Report By
 HS3452  HISTORY     - UNK      MONUMENTED       CA-001
 HS3452  HISTORY     - 1957     GOOD             NGS
 HS3452  HISTORY     - 1963     GOOD             NGS
 HS3452
 HS3452                          STATION DESCRIPTION
 HS3452
 HS3452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3452'5.3 MI SE FROM BYRON.
 HS3452'5.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3452'FROM THE POST OFFICE AT BYRON, IN R4E T1S S30, NEAR THE
 HS3452'ALAMEDA-CONTRA COSTA COUNTY LINE, AT 1-BY 3-FOOT CONCRETE BOX
 HS3452'CULVERT 0.00, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 HS3452'CONCRETE HEAD WALL, 49 FEET EAST OF THE CENTER LINE OF MOUNTAIN
 HS3452'HOUSE ROAD, 20 1/2 FEET SOUTHWEST OF THE CENTER LINE OF BYRON
 HS3452'ROAD, AND ABOUT LEVEL WITH THE ROADS.
 HS3452
 HS3452                          STATION RECOVERY (1963)
 HS3452
 HS3452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0516 ***********************************************************************
 FU0516  DESIGNATION -  2397 USGS
 FU0516  PID         -  FU0516
 FU0516  STATE/COUNTY-  CA/KERN
 FU0516  USGS QUAD   -  MIRACLE HOT SPRINGS (1994)
 FU0516
 FU0516                         *CURRENT SURVEY CONTROL
 FU0516  ___________________________________________________________________
 FU0516* NAD 83(1986)-  35 34 40.     (N)    118 32 10.     (W)     SCALED    
 FU0516* NAVD 88     -       731.41   (+/-2cm)    2399.6    (feet)  VERTCON   
 FU0516  ___________________________________________________________________
 FU0516  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FU0516  VERT ORDER  -  THIRD (See Below)
 FU0516
 FU0516.The horizontal coordinates were scaled from a topographic map and have
 FU0516.an estimated accuracy of +/- 6 seconds.
 FU0516
 FU0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0516.The vertical order pertains to the NGVD 29 superseded value.
 FU0516
 FU0516.The geoid height was determined by GEOID03.
 FU0516
 FU0516;                    North         East    Units  Estimated Accuracy
 FU0516;SPC CA 5     -   730,620.    1,951,410.      MT  (+/- 180 meters Scaled)
 FU0516
 FU0516                          SUPERSEDED SURVEY CONTROL
 FU0516
 FU0516  NGVD 29 (??/??/??)  730.44   (m)         2396.5    (f) RESET       3  
 FU0516
 FU0516.Superseded values are not recommended for survey control.
 FU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0516.See file dsdata.txt to determine how the superseded data were derived.
 FU0516
 FU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV608382(NAD 83)
 FU0516_MARKER: DD = SURVEY DISK
 FU0516_SETTING: 66 = SET IN ROCK OUTCROP
 FU0516_SP_SET: OUTCROP
 FU0516_STAMPING: H 19 2397 1934
 FU0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0516+STABILITY: POSITION/ELEVATION WELL
 FU0516
 FU0516  HISTORY     - Date     Condition        Report By
 FU0516  HISTORY     - 1934     MONUMENTED       USGS
 FU0516  HISTORY     - 1972     GOOD             USGS
 FU0516
 FU0516                          STATION DESCRIPTION
 FU0516
 FU0516'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0516'0.2 MI W FROM MIRACLE HOT SPRINGS.
 FU0516'0.2 MILE WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0516'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, IN A SMALL RAVINE, AT
 FU0516'THE SOUTH BASE OF A CLIFF, IN THE TOP OF A GRANITE-ROCK OUTCROP,
 FU0516'AND 53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 FU0516'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 19 2397 1934.
 FU0516
 FU0516                          STATION RECOVERY (1972)
 FU0516
 FU0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0023 ***********************************************************************
 HT0023  DESIGNATION -  23RD 29TH
 HT0023  PID         -  HT0023
 HT0023  STATE/COUNTY-  CA/ALAMEDA
 HT0023  USGS QUAD   -  OAKLAND EAST (1997)
 HT0023
 HT0023                         *CURRENT SURVEY CONTROL
 HT0023  ___________________________________________________________________
 HT0023* NAD 83(1986)-  37 46 20.     (N)    122 14 09.     (W)     SCALED    
 HT0023* NAVD 88     -         3.71   (+/-2cm)      12.2    (feet)  VERTCON   
 HT0023  ___________________________________________________________________
 HT0023  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HT0023  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0023
 HT0023.The horizontal coordinates were scaled from a topographic map and have
 HT0023.an estimated accuracy of +/- 6 seconds.
 HT0023
 HT0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0023.The vertical order pertains to the NGVD 29 superseded value.
 HT0023
 HT0023.The geoid height was determined by GEOID03.
 HT0023
 HT0023;                    North         East    Units  Estimated Accuracy
 HT0023;SPC CA 3     -   642,610.    1,847,090.      MT  (+/- 180 meters Scaled)
 HT0023
 HT0023                          SUPERSEDED SURVEY CONTROL
 HT0023
 HT0023  NGVD 29 (??/??/92)    2.882  (m)            9.46   (f) ADJ UNCH    1 1
 HT0023
 HT0023.Superseded values are not recommended for survey control.
 HT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0023.See file dsdata.txt to determine how the superseded data were derived.
 HT0023
 HT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG672808(NAD 83)
 HT0023_MARKER: Z = SEE DESCRIPTION
 HT0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0023_SP_SET: CONCRETE POST
 HT0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0023+STABILITY: SURFACE MOTION
 HT0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0023+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1988
 HT0023
 HT0023  HISTORY     - Date     Condition        Report By
 HT0023  HISTORY     - UNK      MONUMENTED       CA2480
 HT0023  HISTORY     - 1951     GOOD             NGS
 HT0023  HISTORY     - 1967     GOOD             NGS
 HT0023  HISTORY     - 19881011 GOOD             NGS
 HT0023
 HT0023                          STATION DESCRIPTION
 HT0023
 HT0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0023'AT OAKLAND.
 HT0023'AT OAKLAND, AT JUNCTION OF 23RD AND 29TH AVENUES, AT THE PARK
 HT0023'STREET BRIDGE OVER THE CHANNEL, 42.7 FEET NORTHEAST OF THE NORTHEAST
 HT0023'END OF THE CONCRETE BASE OF THE SOUTHEAST GUARD RAIL, 25.2 FEET
 HT0023'SOUTHEAST OF THE CENTER LINE OF 29TH AVENUE, 1.1 FEET BELOW
 HT0023'THE STREET SURFACE IN THE TOP OF A CONCRETE POST ENCASED IN AN
 HT0023'8-INCH IRON PIPE WHICH HAS A CAST IRON COVER FLUSH WITH THE
 HT0023'PAVEMENT.
 HT0023
 HT0023                          STATION RECOVERY (1967)
 HT0023
 HT0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0023'RECOVERED IN GOOD CONDITION.
 HT0023
 HT0023                          STATION RECOVERY (1988)
 HT0023
 HT0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0022 ***********************************************************************
 HR0022  DESIGNATION -  24
 HR0022  PID         -  HR0022
 HR0022  STATE/COUNTY-  CA/INYO
 HR0022  USGS QUAD   -  POLETA CANYON (1994)
 HR0022
 HR0022                         *CURRENT SURVEY CONTROL
 HR0022  ___________________________________________________________________
 HR0022* NAD 83(1986)-  37 22 08.     (N)    118 19 40.     (W)     SCALED    
 HR0022* NAVD 88     -      1239.393  (meters)    4066.24   (feet)  ADJUSTED  
 HR0022  ___________________________________________________________________
 HR0022  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HR0022  DYNAMIC HT  -        1237.991 (meters)    4061.64  (feet)  COMP
 HR0022  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 HR0022
 HR0022  VERT ORDER  -  FIRST     CLASS II
 HR0022
 HR0022.The horizontal coordinates were scaled from a topographic map and have
 HR0022.an estimated accuracy of +/- 6 seconds.
 HR0022
 HR0022.The orthometric height was determined by differential leveling
 HR0022.and adjusted in June 1991.
 HR0022
 HR0022.The geoid height was determined by GEOID03.
 HR0022
 HR0022.The dynamic height is computed by dividing the NAVD 88
 HR0022.geopotential number by the normal gravity value computed on the
 HR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0022.degrees latitude (g = 980.6199 gals.).
 HR0022
 HR0022.The modeled gravity was interpolated from observed gravity values.
 HR0022
 HR0022;                    North         East    Units  Estimated Accuracy
 HR0022;SPC CA 4     -   726,090.    2,059,550.      MT  (+/- 180 meters Scaled)
 HR0022
 HR0022                          SUPERSEDED SURVEY CONTROL
 HR0022
 HR0022  NGVD 29 (??/??/??) 1238.44   (m)         4063.1    (f) RESET       3  
 HR0022
 HR0022.Superseded values are not recommended for survey control.
 HR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0022.See file dsdata.txt to determine how the superseded data were derived.
 HR0022
 HR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB824366(NAD 83)
 HR0022_MARKER: P = PIPE CAP
 HR0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0022_STAMPING: 4065 BF 24 1905
 HR0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0022
 HR0022  HISTORY     - Date     Condition        Report By
 HR0022  HISTORY     - 1905     MONUMENTED       USGS
 HR0022  HISTORY     - 1962     GOOD             NGS
 HR0022
 HR0022                          STATION DESCRIPTION
 HR0022
 HR0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HR0022'4.5 MI E FROM BISHOP.
 HR0022'3.9 MILES EAST ALONG EAST LINE STREET AND POLETA CANYON ROAD
 HR0022'FROM THE BANK OF AMERICA IN BISHOP, THENCE 0.6 MILE NORTH ALONG
 HR0022'THE ABANDONED GRADE OF THE SOUTHERN PACIFIC RAILROAD, 110 FEET
 HR0022'NORTHEAST OF A POINT IN LINE WITH POWER POLE, 128 FEET
 HR0022'NORTH OF POLE M 13586 V, 20 1/2 FEET SOUTHWEST OF CENTER LINE
 HR0022'OF RAILROAD BED, 43 FEET SOUTH OF THE SOUTHWEST END OF A 10-INCH
 HR0022'PIPE CULVERT, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 HR0022'FOOT HIGHER THAN THE ROAD BED AND ON THE TOP OF A 3-INCH
 HR0022'PIPE PROJECTING 1.3 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0811 ***********************************************************************
 HR0811  DESIGNATION -  24
 HR0811  PID         -  HR0811
 HR0811  STATE/COUNTY-  CA/TUOLUMNE
 HR0811  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0811
 HR0811                         *CURRENT SURVEY CONTROL
 HR0811  ___________________________________________________________________
 HR0811* NAD 83(1986)-  37 56 40.     (N)    119 47 17.     (W)     SCALED    
 HR0811* NAVD 88     -      1176.83   (+/-2cm)    3861.0    (feet)  VERTCON   
 HR0811  ___________________________________________________________________
 HR0811  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HR0811  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0811
 HR0811.The horizontal coordinates were scaled from a topographic map and have
 HR0811.an estimated accuracy of +/- 6 seconds.
 HR0811
 HR0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0811.The vertical order pertains to the NGVD 29 superseded value.
 HR0811
 HR0811.The geoid height was determined by GEOID03.
 HR0811
 HR0811;                    North         East    Units  Estimated Accuracy
 HR0811;SPC CA 3     -   660,550.    2,062,570.      MT  (+/- 180 meters Scaled)
 HR0811
 HR0811                          SUPERSEDED SURVEY CONTROL
 HR0811
 HR0811  NGVD 29 (??/??/92) 1175.781  (m)         3857.54   (f) ADJ UNCH    1 2
 HR0811
 HR0811.Superseded values are not recommended for survey control.
 HR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0811.See file dsdata.txt to determine how the superseded data were derived.
 HR0811
 HR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC550033(NAD 83)
 HR0811_MARKER: Z = SEE DESCRIPTION
 HR0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HR0811_SP_SET: MASSIVE OUTCROP
 HR0811_STAMPING: 24
 HR0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0811
 HR0811  HISTORY     - Date     Condition        Report By
 HR0811  HISTORY     - UNK      MONUMENTED       HHWS
 HR0811  HISTORY     - 1956     GOOD             NGS
 HR0811
 HR0811                          STATION DESCRIPTION
 HR0811
 HR0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0811'0.2 MI SE FROM O SHAUGHNESSY DAM.
 HR0811'0.2 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE SOUTH END
 HR0811'OF THE O SHAUGHNESSY DAM, AT THE Y JUNCTION OF AN ASPHALT ROAD
 HR0811'LEADING NORTHWEST TO THE RESERVOIR, AT THE ENTRANCE TO A STORAGE
 HR0811'ROOM CUT IN THE NORTHEAST FACE OF A MASSIVE OUTCROP, IN THE
 HR0811'TOP OF THE EAST CORNER OF THE CONCRETE FLOOR, 11 FEET SOUTHWEST
 HR0811'OF THE CENTER LINE OF THE ROAD, AND 8.0 FEET NORTHEAST OF THE
 HR0811'SOUTHEAST END OF A STEEL GATE ACROSS THE ENTRANCE TO THE
 HR0811'STORAGE ROOM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9294 ***********************************************************************
 DY9294  DESIGNATION -  24 00142
 DY9294  PID         -  DY9294
 DY9294  STATE/COUNTY-  CA/LOS ANGELES
 DY9294  USGS QUAD   -  SAN PEDRO (1981)
 DY9294
 DY9294                         *CURRENT SURVEY CONTROL
 DY9294  ___________________________________________________________________
 DY9294* NAD 83(1986)-  33 43 45.     (N)    118 16 48.     (W)     SCALED    
 DY9294* NAVD 88     -        12.210  (meters)      40.06   (feet)  ADJUSTED  
 DY9294  ___________________________________________________________________
 DY9294  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY9294  DYNAMIC HT  -          12.198 (meters)      40.02  (feet)  COMP
 DY9294  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 DY9294
 DY9294  VERT ORDER  -  FIRST     CLASS II
 DY9294
 DY9294.The horizontal coordinates were scaled from a topographic map and have
 DY9294.an estimated accuracy of +/- 6 seconds.
 DY9294
 DY9294.The orthometric height was determined by differential leveling
 DY9294.and adjusted in June 1995.
 DY9294
 DY9294.The geoid height was determined by GEOID03.
 DY9294
 DY9294.The dynamic height is computed by dividing the NAVD 88
 DY9294.geopotential number by the normal gravity value computed on the
 DY9294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9294.degrees latitude (g = 980.6199 gals.).
 DY9294
 DY9294.The modeled gravity was interpolated from observed gravity values.
 DY9294
 DY9294;                    North         East    Units  Estimated Accuracy
 DY9294;SPC CA 5     -   525,460.    1,974,050.      MT  (+/- 180 meters Scaled)
 DY9294
 DY9294                          SUPERSEDED SURVEY CONTROL
 DY9294
 DY9294  NAVD 88 (06/15/91)   12.211  (m)           40.06   (f) UNKNOWN     1 2
 DY9294
 DY9294.Superseded values are not recommended for survey control.
 DY9294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9294.See file dsdata.txt to determine how the superseded data were derived.
 DY9294
 DY9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814328(NAD 83)
 DY9294_MARKER: DD = SURVEY DISK
 DY9294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9294_SP_SET: CURB
 DY9294_STAMPING: 24-00142 1985
 DY9294_MARK LOGO: CA1980
 DY9294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9294+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY9294
 DY9294  HISTORY     - Date     Condition        Report By
 DY9294  HISTORY     - 1985     MONUMENTED       CA1980
 DY9294  HISTORY     - 19890601 GOOD             NGS
 DY9294  HISTORY     - 19940712 GOOD             NGS
 DY9294
 DY9294                          STATION DESCRIPTION
 DY9294
 DY9294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9294'IN SAN PERDO, AT THE INTERSECTION OF HARBOR BOULEVARD AND CRESCENT
 DY9294'AVENUE, IN THE WEST CONCRETE CURB OF THE BOULEVARD, 15.3 M (50.2 FT)
 DY9294'NORTH OF THE CENTERLINE OF THE AVENUE, 5.5 M (18.0 FT) WEST OF THE
 DY9294'CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 5.2 M (17.1 FT)
 DY9294'EAST OF THE EAST EDGE OF A CONCRETE PAD SUPPORTING 2 ANCHORS, AND 0.2
 DY9294'M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 DY9294
 DY9294                          STATION RECOVERY (1994)
 DY9294
 DY9294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9294'IN SAN PEDRO, AT THE INTERSECTION OF CRESCENT AVENUE AND HARBOR
 DY9294'BOULEVARD, IN THE WEST CONCRETE CURB OF THE BOULEVARD, 15.3 M (50.2
 DY9294'FT) NORTH OF THE AVENUE CENTERLINE, 5.5 M (18.0 FT) WEST OF THE
 DY9294'CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 5.2 M (17.1 FT)
 DY9294'EAST OF THE EAST EDGE OF A CONCRETE PAD WITH 2 ANCHORS ATTACHED, AND
 DY9294'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1074 ***********************************************************************
 DY1074  DESIGNATION -  24 00150 C OF LA
 DY1074  PID         -  DY1074
 DY1074  STATE/COUNTY-  CA/LOS ANGELES
 DY1074  USGS QUAD   -  SAN PEDRO (1981)
 DY1074
 DY1074                         *CURRENT SURVEY CONTROL
 DY1074  ___________________________________________________________________
 DY1074* NAD 83(1986)-  33 43 47.     (N)    118 16 48.     (W)     SCALED    
 DY1074* NAVD 88     -        12.27   (+/-2cm)      40.3    (feet)  VERTCON   
 DY1074  ___________________________________________________________________
 DY1074  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1074  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1074
 DY1074.The horizontal coordinates were scaled from a topographic map and have
 DY1074.an estimated accuracy of +/- 6 seconds.
 DY1074
 DY1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1074.The vertical order pertains to the NGVD 29 superseded value.
 DY1074
 DY1074.The geoid height was determined by GEOID03.
 DY1074
 DY1074;                    North         East    Units  Estimated Accuracy
 DY1074;SPC CA 5     -   525,520.    1,974,050.      MT  (+/- 180 meters Scaled)
 DY1074
 DY1074                          SUPERSEDED SURVEY CONTROL
 DY1074
 DY1074  NGVD 29 (??/??/92)   11.51   (m)           37.8    (f) COMPUTED    1 1
 DY1074
 DY1074.Superseded values are not recommended for survey control.
 DY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1074.See file dsdata.txt to determine how the superseded data were derived.
 DY1074
 DY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814329(NAD 83)
 DY1074_MARKER: S = SPIKE
 DY1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1074_SP_SET: BRIDGE
 DY1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1074
 DY1074  HISTORY     - Date     Condition        Report By
 DY1074  HISTORY     - UNK      MONUMENTED       CA1980
 DY1074  HISTORY     - 1968     GOOD             CA1980
 DY1074
 DY1074                          STATION DESCRIPTION
 DY1074
 DY1074'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1074'AT SAN PEDRO.
 DY1074'CUT SPIKE IN WALK AT WEST END OF SIGNAL STREET BRIDGE AT HARBOR
 DY1074'BOULEVARD, 0.7 FEET NORTH OF NORTH CURB OF SIGNAL STREET, 0.7
 DY1074'FEET EAST OF WEST END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1065 ***********************************************************************
 DY1065  DESIGNATION -  24 00170 C OF LA
 DY1065  PID         -  DY1065
 DY1065  STATE/COUNTY-  CA/LOS ANGELES
 DY1065  USGS QUAD   -  SAN PEDRO (1981)
 DY1065
 DY1065                         *CURRENT SURVEY CONTROL
 DY1065  ___________________________________________________________________
 DY1065* NAD 83(1986)-  33 43 53.     (N)    118 16 50.     (W)     SCALED    
 DY1065* NAVD 88     -        16.25   (+/-2cm)      53.3    (feet)  VERTCON   
 DY1065  ___________________________________________________________________
 DY1065  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1065  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1065
 DY1065.The horizontal coordinates were scaled from a topographic map and have
 DY1065.an estimated accuracy of +/- 6 seconds.
 DY1065
 DY1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1065.The vertical order pertains to the NGVD 29 superseded value.
 DY1065
 DY1065.The geoid height was determined by GEOID03.
 DY1065
 DY1065;                    North         East    Units  Estimated Accuracy
 DY1065;SPC CA 5     -   525,700.    1,974,000.      MT  (+/- 180 meters Scaled)
 DY1065
 DY1065                          SUPERSEDED SURVEY CONTROL
 DY1065
 DY1065  NGVD 29 (??/??/92)   15.50   (m)           50.9    (f) COMPUTED    1 1
 DY1065
 DY1065.Superseded values are not recommended for survey control.
 DY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1065.See file dsdata.txt to determine how the superseded data were derived.
 DY1065
 DY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813331(NAD 83)
 DY1065_MARKER: S = SPIKE
 DY1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1065_SP_SET: CURB
 DY1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1065
 DY1065  HISTORY     - Date     Condition        Report By
 DY1065  HISTORY     - UNK      MONUMENTED       CA1980
 DY1065  HISTORY     - 1968     GOOD             CA1980
 DY1065  HISTORY     - 20090116 GOOD             GEOCAC
 DY1065
 DY1065                          STATION DESCRIPTION
 DY1065
 DY1065'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1065'AT SAN PEDRO.
 DY1065'CUT SPIKE IN BASE OF LIGHT POST, 0.8 FEET WEST OF WEST CURB
 DY1065'LINE OF BEACON STREET, 2.5 FEET NORTH OF BEGINNING OF CURB
 DY1065'RETURN NORTH OF 14TH STREET.
 DY1065
 DY1065                          STATION RECOVERY (2009)
 DY1065
 DY1065'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DY1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1029 ***********************************************************************
 DY1029  DESIGNATION -  24 00490
 DY1029  PID         -  DY1029
 DY1029  STATE/COUNTY-  CA/LOS ANGELES
 DY1029  USGS QUAD   -  TORRANCE (1981)
 DY1029
 DY1029                         *CURRENT SURVEY CONTROL
 DY1029  ___________________________________________________________________
 DY1029* NAD 83(1986)-  33 45 04.     (N)    118 17 15.     (W)     SCALED    
 DY1029* NAVD 88     -         4.710  (meters)      15.45   (feet)  ADJUSTED  
 DY1029  ___________________________________________________________________
 DY1029  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1029  DYNAMIC HT  -           4.705 (meters)      15.44  (feet)  COMP
 DY1029  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 DY1029  OBS GRAVITY -     979,625.9   (mgal)                       GRAV_OBS
 DY1029
 DY1029  VERT ORDER  -  FIRST     CLASS I
 DY1029
 DY1029.The horizontal coordinates were scaled from a topographic map and have
 DY1029.an estimated accuracy of +/- 6 seconds.
 DY1029
 DY1029.The orthometric height was determined by differential leveling
 DY1029.and adjusted in June 1995.
 DY1029.WARNING-Repeat measurements at this control monument indicate possible
 DY1029.vertical movement.
 DY1029
 DY1029.The geoid height was determined by GEOID03.
 DY1029
 DY1029.The dynamic height is computed by dividing the NAVD 88
 DY1029.geopotential number by the normal gravity value computed on the
 DY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1029.degrees latitude (g = 980.6199 gals.).
 DY1029
 DY1029.The modeled gravity was interpolated from observed gravity values.
 DY1029.The observed gravity was obtained from relative gravimeter ties
 DY1029.to the IGSN71 gravity network.
 DY1029
 DY1029;                    North         East    Units  Estimated Accuracy
 DY1029;SPC CA 5     -   527,890.    1,973,360.      MT  (+/- 180 meters Scaled)
 DY1029
 DY1029                          SUPERSEDED SURVEY CONTROL
 DY1029
 DY1029  NAVD 88 (06/15/91)    4.712  (m)           15.46   (f) UNKNOWN     1 1
 DY1029  NGVD 29 (??/??/92)    3.964  (m)           13.01   (f) ADJ UNCH    1 1
 DY1029
 DY1029.Superseded values are not recommended for survey control.
 DY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1029.See file dsdata.txt to determine how the superseded data were derived.
 DY1029
 DY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807353(NAD 83)
 DY1029_MARKER: S = SPIKE
 DY1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1029_SP_SET: CATCH BASIN
 DY1029_MARK LOGO: NONE  
 DY1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1029+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY1029
 DY1029  HISTORY     - Date     Condition        Report By
 DY1029  HISTORY     - UNK      MONUMENTED       CA1980
 DY1029  HISTORY     - 1968     GOOD             CA1980
 DY1029  HISTORY     - 1976     GOOD             NGS
 DY1029  HISTORY     - 1978     GOOD             NGS
 DY1029  HISTORY     - 19890327 GOOD             NGS
 DY1029  HISTORY     - 19940721 GOOD             NGS
 DY1029
 DY1029                          STATION DESCRIPTION
 DY1029
 DY1029'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1029'AT SAN PEDRO.
 DY1029'CUT SPIKE 22-H IN TOP OF THE SOUTHWEST CORNER OF CATCH BASIN, 3.5
 DY1029'FEET WEST OF WEST CURB LINE OF PACIFIC AVENUE, 37.8 FEET NORTH
 DY1029'OF CENTER LINE OF FRONT STREET PRODUCED.
 DY1029
 DY1029                          STATION RECOVERY (1976)
 DY1029
 DY1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1029'LOS ANGELES, SAN PEDRO AREA, AT THE JUNCTION OF PACIFIC AVENUE AND
 DY1029'FRONT STREET, IN TOP OF THE SOUTH CORNER OF A CONCRETE CATCH BASIN,
 DY1029'3.6 FT SOUTHWEST OF THE SOUTHWEST CURB LINE OF AVENUE, 31 FT NORTHWEST
 DY1029'OF THE EXTENDED CENTER LINE OF FRONT STREET, NOTE PACIFIC AVENUE IS
 DY1029'A CONTINUATION OF JOHN S. GIBSON BOULEVARD
 DY1029
 DY1029                          STATION RECOVERY (1978)
 DY1029
 DY1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1029'RECOVERED IN GOOD CONDITION.
 DY1029
 DY1029                          STATION RECOVERY (1989)
 DY1029
 DY1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1029'RECOVERED IN GOOD CONDITION.
 DY1029
 DY1029                          STATION RECOVERY (1994)
 DY1029
 DY1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1029'IN SAN PEDRO, AT THE INTERSECTION OF PACIFIC AVENUE AND FRONT STREET,
 DY1029'A SPIKE NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 6.3 M
 DY1029'(20.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY1029'AVENUE, 2.0 M (6.6 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE STREET,
 DY1029'0.7 M (2.3 FT) NORTHEAST OF A CHAIN-LINK FENCE, 0.6 M (2.0 FT) WEST OF
 DY1029'A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1028 ***********************************************************************
 DY1028  DESIGNATION -  24 00510 C OF LA
 DY1028  PID         -  DY1028
 DY1028  STATE/COUNTY-  CA/LOS ANGELES
 DY1028  USGS QUAD   -  TORRANCE (1981)
 DY1028
 DY1028                         *CURRENT SURVEY CONTROL
 DY1028  ___________________________________________________________________
 DY1028* NAD 83(1986)-  33 45 01.     (N)    118 17 13.     (W)     SCALED    
 DY1028* NAVD 88     -         4.69   (+/-2cm)      15.4    (feet)  VERTCON   
 DY1028  ___________________________________________________________________
 DY1028  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1028  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1028
 DY1028.The horizontal coordinates were scaled from a topographic map and have
 DY1028.an estimated accuracy of +/- 6 seconds.
 DY1028
 DY1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1028.The vertical order pertains to the NGVD 29 superseded value.
 DY1028
 DY1028.The geoid height was determined by GEOID03.
 DY1028
 DY1028;                    North         East    Units  Estimated Accuracy
 DY1028;SPC CA 5     -   527,800.    1,973,410.      MT  (+/- 180 meters Scaled)
 DY1028
 DY1028                          SUPERSEDED SURVEY CONTROL
 DY1028
 DY1028  NGVD 29 (??/??/92)    3.93   (m)           12.9    (f) COMPUTED    1 1
 DY1028
 DY1028.Superseded values are not recommended for survey control.
 DY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1028.See file dsdata.txt to determine how the superseded data were derived.
 DY1028
 DY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808352(NAD 83)
 DY1028_MARKER: S = SPIKE
 DY1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1028_SP_SET: CURB
 DY1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1028
 DY1028  HISTORY     - Date     Condition        Report By
 DY1028  HISTORY     - UNK      MONUMENTED       CA1980
 DY1028  HISTORY     - 1968     GOOD             CA1980
 DY1028
 DY1028                          STATION DESCRIPTION
 DY1028
 DY1028'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1028'AT SAN PEDRO.
 DY1028'SQUARE SPIKE RESET IN TOP OF THE WEST CURB OF PACIFIC AVENUE,
 DY1028'35.8 FEET NORTH OF CENTER LINE OF FRONT STREET PRODUCED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1027 ***********************************************************************
 DY1027  DESIGNATION -  24 00590 C OF LA
 DY1027  PID         -  DY1027
 DY1027  STATE/COUNTY-  CA/LOS ANGELES
 DY1027  USGS QUAD   -  TORRANCE (1981)
 DY1027
 DY1027                         *CURRENT SURVEY CONTROL
 DY1027  ___________________________________________________________________
 DY1027* NAD 83(1986)-  33 45 20.     (N)    118 17 31.     (W)     SCALED    
 DY1027* NAVD 88     -         3.63   (+/-2cm)      11.9    (feet)  VERTCON   
 DY1027  ___________________________________________________________________
 DY1027  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1027  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1027
 DY1027.The horizontal coordinates were scaled from a topographic map and have
 DY1027.an estimated accuracy of +/- 6 seconds.
 DY1027
 DY1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1027.The vertical order pertains to the NGVD 29 superseded value.
 DY1027
 DY1027.The geoid height was determined by GEOID03.
 DY1027
 DY1027;                    North         East    Units  Estimated Accuracy
 DY1027;SPC CA 5     -   528,390.    1,972,950.      MT  (+/- 180 meters Scaled)
 DY1027
 DY1027                          SUPERSEDED SURVEY CONTROL
 DY1027
 DY1027  NGVD 29 (??/??/92)    2.87   (m)            9.4    (f) COMPUTED    1 1
 DY1027
 DY1027.Superseded values are not recommended for survey control.
 DY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1027.See file dsdata.txt to determine how the superseded data were derived.
 DY1027
 DY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT803358(NAD 83)
 DY1027_MARKER: S = SPIKE
 DY1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1027_SP_SET: CURB
 DY1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1027
 DY1027  HISTORY     - Date     Condition        Report By
 DY1027  HISTORY     - UNK      MONUMENTED       CA1980
 DY1027  HISTORY     - 1968     GOOD             CA1980
 DY1027
 DY1027                          STATION DESCRIPTION
 DY1027
 DY1027'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1027'AT SAN PEDRO.
 DY1027'CUT SPIKE, NORTH CURB OF BATTERY STREET, 9 FEET EAST OF BEGINNING
 DY1027'OF CURB RETURN EAST OF GAFFEY STREET, IN TOP OF CATCH BASIN,
 DY1027'AT EAST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1064 ***********************************************************************
 DY1064  DESIGNATION -  24 00609 C OF LA
 DY1064  PID         -  DY1064
 DY1064  STATE/COUNTY-  CA/LOS ANGELES
 DY1064  USGS QUAD   -  SAN PEDRO (1981)
 DY1064
 DY1064                         *CURRENT SURVEY CONTROL
 DY1064  ___________________________________________________________________
 DY1064* NAD 83(1986)-  33 44 02.     (N)    118 16 50.     (W)     SCALED    
 DY1064* NAVD 88     -        21.62   (+/-2cm)      70.9    (feet)  VERTCON   
 DY1064  ___________________________________________________________________
 DY1064  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1064  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1064
 DY1064.The horizontal coordinates were scaled from a topographic map and have
 DY1064.an estimated accuracy of +/- 6 seconds.
 DY1064
 DY1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1064.The vertical order pertains to the NGVD 29 superseded value.
 DY1064
 DY1064.The geoid height was determined by GEOID03.
 DY1064
 DY1064;                    North         East    Units  Estimated Accuracy
 DY1064;SPC CA 5     -   525,980.    1,974,000.      MT  (+/- 180 meters Scaled)
 DY1064
 DY1064                          SUPERSEDED SURVEY CONTROL
 DY1064
 DY1064  NGVD 29 (??/??/92)   20.87   (m)           68.5    (f) COMPUTED    1 1
 DY1064
 DY1064.Superseded values are not recommended for survey control.
 DY1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1064.See file dsdata.txt to determine how the superseded data were derived.
 DY1064
 DY1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813333(NAD 83)
 DY1064_MARKER: S = SPIKE
 DY1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1064_SP_SET: CURB
 DY1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1064
 DY1064  HISTORY     - Date     Condition        Report By
 DY1064  HISTORY     - UNK      MONUMENTED       CA1980
 DY1064  HISTORY     - 1968     GOOD             CA1980
 DY1064
 DY1064                          STATION DESCRIPTION
 DY1064
 DY1064'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1064'AT SAN PEDRO.
 DY1064'WIRE SPIKE IN THE TOP OF THE EAST CURB OF BEACON STREET, 25
 DY1064'FEET SOUTH OF THE CENTER LINE OF 11TH STREET PRODUCED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1062 ***********************************************************************
 DY1062  DESIGNATION -  24 00615 C OF LA
 DY1062  PID         -  DY1062
 DY1062  STATE/COUNTY-  CA/LOS ANGELES
 DY1062  USGS QUAD   -  SAN PEDRO (1981)
 DY1062
 DY1062                         *CURRENT SURVEY CONTROL
 DY1062  ___________________________________________________________________
 DY1062* NAD 83(1986)-  33 44 06.     (N)    118 16 49.     (W)     SCALED    
 DY1062* NAVD 88     -        21.95   (+/-2cm)      72.0    (feet)  VERTCON   
 DY1062  ___________________________________________________________________
 DY1062  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1062  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1062
 DY1062.The horizontal coordinates were scaled from a topographic map and have
 DY1062.an estimated accuracy of +/- 6 seconds.
 DY1062
 DY1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1062.The vertical order pertains to the NGVD 29 superseded value.
 DY1062
 DY1062.The geoid height was determined by GEOID03.
 DY1062
 DY1062;                    North         East    Units  Estimated Accuracy
 DY1062;SPC CA 5     -   526,100.    1,974,020.      MT  (+/- 180 meters Scaled)
 DY1062
 DY1062                          SUPERSEDED SURVEY CONTROL
 DY1062
 DY1062  NGVD 29 (??/??/92)   21.19   (m)           69.5    (f) COMPUTED    1 1
 DY1062
 DY1062.Superseded values are not recommended for survey control.
 DY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1062.See file dsdata.txt to determine how the superseded data were derived.
 DY1062
 DY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813335(NAD 83)
 DY1062_MARKER: DD = SURVEY DISK
 DY1062_SETTING: 0 = UNSPECIFIED SETTING
 DY1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1062
 DY1062  HISTORY     - Date     Condition        Report By
 DY1062  HISTORY     - UNK      MONUMENTED       CA1980
 DY1062  HISTORY     - 1968     GOOD             CA1980
 DY1062
 DY1062                          STATION DESCRIPTION
 DY1062
 DY1062'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1062'AT SAN PEDRO.
 DY1062'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF BEACON STREET,
 DY1062'30 FEET NORTH OF THE CENTER LINE OF 10TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1057 ***********************************************************************
 DY1057  DESIGNATION -  24 00625 C OF LA
 DY1057  PID         -  DY1057
 DY1057  STATE/COUNTY-  CA/LOS ANGELES
 DY1057  USGS QUAD   -  SAN PEDRO (1981)
 DY1057
 DY1057                         *CURRENT SURVEY CONTROL
 DY1057  ___________________________________________________________________
 DY1057* NAD 83(1986)-  33 44 09.     (N)    118 16 49.     (W)     SCALED    
 DY1057* NAVD 88     -        20.31   (+/-2cm)      66.6    (feet)  VERTCON   
 DY1057  ___________________________________________________________________
 DY1057  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1057  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1057
 DY1057.The horizontal coordinates were scaled from a topographic map and have
 DY1057.an estimated accuracy of +/- 6 seconds.
 DY1057
 DY1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1057.The vertical order pertains to the NGVD 29 superseded value.
 DY1057
 DY1057.The geoid height was determined by GEOID03.
 DY1057
 DY1057;                    North         East    Units  Estimated Accuracy
 DY1057;SPC CA 5     -   526,200.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1057
 DY1057                          SUPERSEDED SURVEY CONTROL
 DY1057
 DY1057  NGVD 29 (??/??/92)   19.55   (m)           64.1    (f) COMPUTED    1 1
 DY1057
 DY1057.Superseded values are not recommended for survey control.
 DY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1057.See file dsdata.txt to determine how the superseded data were derived.
 DY1057
 DY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814336(NAD 83)
 DY1057_MARKER: S = SPIKE
 DY1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1057_SP_SET: CURB
 DY1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1057+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 DY1057
 DY1057  HISTORY     - Date     Condition        Report By
 DY1057  HISTORY     - UNK      MONUMENTED       CA1980
 DY1057  HISTORY     - 1968     GOOD             CA1980
 DY1057  HISTORY     - 20090117 GOOD             GEOCAC
 DY1057
 DY1057                          STATION DESCRIPTION
 DY1057
 DY1057'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1057'AT SAN PEDRO.
 DY1057'CUT SPIKE IN TOP OF THE EAST CURB OF BEACON STREET, SOUTH CURB
 DY1057'LINE OF 9TH STREET PRODUCED.
 DY1057
 DY1057                          STATION RECOVERY (2009)
 DY1057
 DY1057'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DY1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1055 ***********************************************************************
 DY1055  DESIGNATION -  24 00635 C OF LA
 DY1055  PID         -  DY1055
 DY1055  STATE/COUNTY-  CA/LOS ANGELES
 DY1055  USGS QUAD   -  SAN PEDRO (1981)
 DY1055
 DY1055                         *CURRENT SURVEY CONTROL
 DY1055  ___________________________________________________________________
 DY1055* NAD 83(1986)-  33 44 14.     (N)    118 16 49.     (W)     SCALED    
 DY1055* NAVD 88     -        15.34   (+/-2cm)      50.3    (feet)  VERTCON   
 DY1055  ___________________________________________________________________
 DY1055  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1055  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1055
 DY1055.The horizontal coordinates were scaled from a topographic map and have
 DY1055.an estimated accuracy of +/- 6 seconds.
 DY1055
 DY1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1055.The vertical order pertains to the NGVD 29 superseded value.
 DY1055
 DY1055.The geoid height was determined by GEOID03.
 DY1055
 DY1055;                    North         East    Units  Estimated Accuracy
 DY1055;SPC CA 5     -   526,350.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1055
 DY1055                          SUPERSEDED SURVEY CONTROL
 DY1055
 DY1055  NGVD 29 (??/??/92)   14.58   (m)           47.8    (f) COMPUTED    1 1
 DY1055
 DY1055.Superseded values are not recommended for survey control.
 DY1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1055.See file dsdata.txt to determine how the superseded data were derived.
 DY1055
 DY1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814337(NAD 83)
 DY1055_MARKER: DD = SURVEY DISK
 DY1055_SETTING: 0 = UNSPECIFIED SETTING
 DY1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1055
 DY1055  HISTORY     - Date     Condition        Report By
 DY1055  HISTORY     - UNK      MONUMENTED       CA1980
 DY1055  HISTORY     - 1968     GOOD             CA1980
 DY1055
 DY1055                          STATION DESCRIPTION
 DY1055
 DY1055'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1055'AT SAN PEDRO.
 DY1055'STANDARD SURVEY MONUMENT ON THE CENTER LINE OF 8TH STREET,
 DY1055'10 FEET WEST OF THE CENTER LINE OF BEACON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1051 ***********************************************************************
 DY1051  DESIGNATION -  24 00670 C OF LA
 DY1051  PID         -  DY1051
 DY1051  STATE/COUNTY-  CA/LOS ANGELES
 DY1051  USGS QUAD   -  SAN PEDRO (1981)
 DY1051
 DY1051                         *CURRENT SURVEY CONTROL
 DY1051  ___________________________________________________________________
 DY1051* NAD 83(1986)-  33 44 21.     (N)    118 16 49.     (W)     SCALED    
 DY1051* NAVD 88     -         6.20   (+/-2cm)      20.3    (feet)  VERTCON   
 DY1051  ___________________________________________________________________
 DY1051  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1051  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1051
 DY1051.The horizontal coordinates were scaled from a topographic map and have
 DY1051.an estimated accuracy of +/- 6 seconds.
 DY1051
 DY1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1051.The vertical order pertains to the NGVD 29 superseded value.
 DY1051
 DY1051.The geoid height was determined by GEOID03.
 DY1051
 DY1051;                    North         East    Units  Estimated Accuracy
 DY1051;SPC CA 5     -   526,570.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1051
 DY1051                          SUPERSEDED SURVEY CONTROL
 DY1051
 DY1051  NGVD 29 (??/??/92)    5.44   (m)           17.8    (f) COMPUTED    1 1
 DY1051
 DY1051.Superseded values are not recommended for survey control.
 DY1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1051.See file dsdata.txt to determine how the superseded data were derived.
 DY1051
 DY1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814339(NAD 83)
 DY1051_MARKER: S = SPIKE
 DY1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1051_SP_SET: CATCH BASIN
 DY1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1051
 DY1051  HISTORY     - Date     Condition        Report By
 DY1051  HISTORY     - UNK      MONUMENTED       CA1980
 DY1051  HISTORY     - 1968     GOOD             CA1980
 DY1051
 DY1051                          STATION DESCRIPTION
 DY1051
 DY1051'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1051'AT SAN PEDRO.
 DY1051'CUT SPIKE IN TOP OF THE WEST CURB OF BEACON STREET, 6.5 FEET SOUTH
 DY1051'OF 6TH STREET, NORTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1050 ***********************************************************************
 DY1050  DESIGNATION -  24 00690 C OF LA
 DY1050  PID         -  DY1050
 DY1050  STATE/COUNTY-  CA/LOS ANGELES
 DY1050  USGS QUAD   -  SAN PEDRO (1981)
 DY1050
 DY1050                         *CURRENT SURVEY CONTROL
 DY1050  ___________________________________________________________________
 DY1050* NAD 83(1986)-  33 44 23.     (N)    118 16 49.     (W)     SCALED    
 DY1050* NAVD 88     -         6.67   (+/-2cm)      21.9    (feet)  VERTCON   
 DY1050  ___________________________________________________________________
 DY1050  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1050  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1050
 DY1050.The horizontal coordinates were scaled from a topographic map and have
 DY1050.an estimated accuracy of +/- 6 seconds.
 DY1050
 DY1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1050.The vertical order pertains to the NGVD 29 superseded value.
 DY1050
 DY1050.The geoid height was determined by GEOID03.
 DY1050
 DY1050;                    North         East    Units  Estimated Accuracy
 DY1050;SPC CA 5     -   526,630.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1050
 DY1050                          SUPERSEDED SURVEY CONTROL
 DY1050
 DY1050  NGVD 29 (??/??/92)    5.91   (m)           19.4    (f) COMPUTED    1 1
 DY1050
 DY1050.Superseded values are not recommended for survey control.
 DY1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1050.See file dsdata.txt to determine how the superseded data were derived.
 DY1050
 DY1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814340(NAD 83)
 DY1050_MARKER: S = SPIKE
 DY1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1050_SP_SET: CATCH BASIN
 DY1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1050
 DY1050  HISTORY     - Date     Condition        Report By
 DY1050  HISTORY     - UNK      MONUMENTED       CA1980
 DY1050  HISTORY     - 1968     GOOD             CA1980
 DY1050
 DY1050                          STATION DESCRIPTION
 DY1050
 DY1050'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1050'AT SAN PEDRO.
 DY1050'CUT SPIKE IN EAST END OF CATCH BASIN, 1 FOOT NORTH OF NORTH
 DY1050'CURB OF 5TH STREET, 7 FEET WEST OF BEACON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1049 ***********************************************************************
 DY1049  DESIGNATION -  24 00710 C OF LA
 DY1049  PID         -  DY1049
 DY1049  STATE/COUNTY-  CA/LOS ANGELES
 DY1049  USGS QUAD   -  SAN PEDRO (1981)
 DY1049
 DY1049                         *CURRENT SURVEY CONTROL
 DY1049  ___________________________________________________________________
 DY1049* NAD 83(1986)-  33 44 19.     (N)    118 16 49.     (W)     SCALED    
 DY1049* NAVD 88     -         7.28   (+/-2cm)      23.9    (feet)  VERTCON   
 DY1049  ___________________________________________________________________
 DY1049  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1049  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1049
 DY1049.The horizontal coordinates were scaled from a topographic map and have
 DY1049.an estimated accuracy of +/- 6 seconds.
 DY1049
 DY1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1049.The vertical order pertains to the NGVD 29 superseded value.
 DY1049
 DY1049.The geoid height was determined by GEOID03.
 DY1049
 DY1049;                    North         East    Units  Estimated Accuracy
 DY1049;SPC CA 5     -   526,510.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1049
 DY1049                          SUPERSEDED SURVEY CONTROL
 DY1049
 DY1049  NGVD 29 (??/??/92)    6.52   (m)           21.4    (f) COMPUTED    1 1
 DY1049
 DY1049.Superseded values are not recommended for survey control.
 DY1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1049.See file dsdata.txt to determine how the superseded data were derived.
 DY1049
 DY1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814339(NAD 83)
 DY1049_MARKER: S = SPIKE
 DY1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1049_SP_SET: CURB
 DY1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1049
 DY1049  HISTORY     - Date     Condition        Report By
 DY1049  HISTORY     - UNK      MONUMENTED       CA1980
 DY1049  HISTORY     - 1968     GOOD             CA1980
 DY1049
 DY1049                          STATION DESCRIPTION
 DY1049
 DY1049'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1049'AT SAN PEDRO.
 DY1049'CUT SPIKE IN TOP OF THE NORTH CURB OF 4TH STREET, 2.5 FEET
 DY1049'WEST OF BEACON STREET, EAST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1048 ***********************************************************************
 DY1048  DESIGNATION -  24 00730 C OF LA
 DY1048  PID         -  DY1048
 DY1048  STATE/COUNTY-  CA/LOS ANGELES
 DY1048  USGS QUAD   -  SAN PEDRO (1981)
 DY1048
 DY1048                         *CURRENT SURVEY CONTROL
 DY1048  ___________________________________________________________________
 DY1048* NAD 83(1986)-  33 44 26.     (N)    118 16 49.     (W)     SCALED    
 DY1048* NAVD 88     -         7.27   (+/-2cm)      23.9    (feet)  VERTCON   
 DY1048  ___________________________________________________________________
 DY1048  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1048  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1048
 DY1048.The horizontal coordinates were scaled from a topographic map and have
 DY1048.an estimated accuracy of +/- 6 seconds.
 DY1048
 DY1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1048.The vertical order pertains to the NGVD 29 superseded value.
 DY1048
 DY1048.The geoid height was determined by GEOID03.
 DY1048
 DY1048;                    North         East    Units  Estimated Accuracy
 DY1048;SPC CA 5     -   526,720.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1048
 DY1048                          SUPERSEDED SURVEY CONTROL
 DY1048
 DY1048  NGVD 29 (??/??/92)    6.51   (m)           21.4    (f) COMPUTED    1 1
 DY1048
 DY1048.Superseded values are not recommended for survey control.
 DY1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1048.See file dsdata.txt to determine how the superseded data were derived.
 DY1048
 DY1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814341(NAD 83)
 DY1048_MARKER: S = SPIKE
 DY1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1048_SP_SET: CURB
 DY1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1048
 DY1048  HISTORY     - Date     Condition        Report By
 DY1048  HISTORY     - UNK      MONUMENTED       CA1980
 DY1048  HISTORY     - 1968     GOOD             CA1980
 DY1048
 DY1048                          STATION DESCRIPTION
 DY1048
 DY1048'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1048'AT SAN PEDRO.
 DY1048'CUT SPIKE IN TOP OF THE WEST CURB OF BEACON STREET, 15 FEET
 DY1048'NORTH OF 2ND STREET, SOUTH END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1046 ***********************************************************************
 DY1046  DESIGNATION -  24 00750 C OF LA
 DY1046  PID         -  DY1046
 DY1046  STATE/COUNTY-  CA/LOS ANGELES
 DY1046  USGS QUAD   -  SAN PEDRO (1981)
 DY1046
 DY1046                         *CURRENT SURVEY CONTROL
 DY1046  ___________________________________________________________________
 DY1046* NAD 83(1986)-  33 44 37.     (N)    118 16 45.     (W)     SCALED    
 DY1046* NAVD 88     -         7.76   (+/-2cm)      25.5    (feet)  VERTCON   
 DY1046  ___________________________________________________________________
 DY1046  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1046  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1046
 DY1046.The horizontal coordinates were scaled from a topographic map and have
 DY1046.an estimated accuracy of +/- 6 seconds.
 DY1046
 DY1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1046.The vertical order pertains to the NGVD 29 superseded value.
 DY1046
 DY1046.The geoid height was determined by GEOID03.
 DY1046
 DY1046;                    North         East    Units  Estimated Accuracy
 DY1046;SPC CA 5     -   527,060.    1,974,130.      MT  (+/- 180 meters Scaled)
 DY1046
 DY1046                          SUPERSEDED SURVEY CONTROL
 DY1046
 DY1046  NGVD 29 (??/??/92)    6.99   (m)           22.9    (f) COMPUTED    1 1
 DY1046
 DY1046.Superseded values are not recommended for survey control.
 DY1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1046.See file dsdata.txt to determine how the superseded data were derived.
 DY1046
 DY1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815344(NAD 83)
 DY1046_MARKER: S = SPIKE
 DY1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1046_SP_SET: CURB
 DY1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1046
 DY1046  HISTORY     - Date     Condition        Report By
 DY1046  HISTORY     - UNK      MONUMENTED       CA1980
 DY1046  HISTORY     - 1968     GOOD             CA1980
 DY1046
 DY1046                          STATION DESCRIPTION
 DY1046
 DY1046'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1046'AT SAN PEDRO.
 DY1046'CUT SPIKE IN TOP OF THE SOUTH CURB OF 1ST STREET, 25 FEET WEST
 DY1046'OF BEACON STREET, EAST END OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1045 ***********************************************************************
 DY1045  DESIGNATION -  24 00755 C OF LA
 DY1045  PID         -  DY1045
 DY1045  STATE/COUNTY-  CA/LOS ANGELES
 DY1045  USGS QUAD   -  SAN PEDRO (1981)
 DY1045
 DY1045                         *CURRENT SURVEY CONTROL
 DY1045  ___________________________________________________________________
 DY1045* NAD 83(1986)-  33 44 36.     (N)    118 16 50.     (W)     SCALED    
 DY1045* NAVD 88     -         7.18   (+/-2cm)      23.6    (feet)  VERTCON   
 DY1045  ___________________________________________________________________
 DY1045  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1045  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1045
 DY1045.The horizontal coordinates were scaled from a topographic map and have
 DY1045.an estimated accuracy of +/- 6 seconds.
 DY1045
 DY1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1045.The vertical order pertains to the NGVD 29 superseded value.
 DY1045
 DY1045.The geoid height was determined by GEOID03.
 DY1045
 DY1045;                    North         East    Units  Estimated Accuracy
 DY1045;SPC CA 5     -   527,030.    1,974,000.      MT  (+/- 180 meters Scaled)
 DY1045
 DY1045                          SUPERSEDED SURVEY CONTROL
 DY1045
 DY1045  NGVD 29 (??/??/92)    6.41   (m)           21.0    (f) COMPUTED    1 1
 DY1045
 DY1045.Superseded values are not recommended for survey control.
 DY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1045.See file dsdata.txt to determine how the superseded data were derived.
 DY1045
 DY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813344(NAD 83)
 DY1045_MARKER: DD = SURVEY DISK
 DY1045_SETTING: 0 = UNSPECIFIED SETTING
 DY1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1045
 DY1045  HISTORY     - Date     Condition        Report By
 DY1045  HISTORY     - UNK      MONUMENTED       CA1980
 DY1045  HISTORY     - 1968     GOOD             CA1980
 DY1045
 DY1045                          STATION DESCRIPTION
 DY1045
 DY1045'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1045'AT SAN PEDRO.
 DY1045'STANDARD SURVEY MONUMENT AT THE INTERSECTION OF THE CENTER LINE
 DY1045'OF SANTA CRUZ STREET AND THE CENTER LINE OF BEACON STREET FROM
 DY1045'THE SOUTH, MOST EASTERLY OF TWO MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1044 ***********************************************************************
 DY1044  DESIGNATION -  24 00771 C OF LA
 DY1044  PID         -  DY1044
 DY1044  STATE/COUNTY-  CA/LOS ANGELES
 DY1044  USGS QUAD   -  SAN PEDRO (1981)
 DY1044
 DY1044                         *CURRENT SURVEY CONTROL
 DY1044  ___________________________________________________________________
 DY1044* NAD 83(1986)-  33 44 38.     (N)    118 16 49.     (W)     SCALED    
 DY1044* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 DY1044  ___________________________________________________________________
 DY1044  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1044  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1044
 DY1044.The horizontal coordinates were scaled from a topographic map and have
 DY1044.an estimated accuracy of +/- 6 seconds.
 DY1044
 DY1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1044.The vertical order pertains to the NGVD 29 superseded value.
 DY1044
 DY1044.The geoid height was determined by GEOID03.
 DY1044
 DY1044;                    North         East    Units  Estimated Accuracy
 DY1044;SPC CA 5     -   527,090.    1,974,030.      MT  (+/- 180 meters Scaled)
 DY1044
 DY1044                          SUPERSEDED SURVEY CONTROL
 DY1044
 DY1044  NGVD 29 (??/??/92)    6.650  (m)           21.82   (f) ADJ UNCH    1 1
 DY1044
 DY1044.Superseded values are not recommended for survey control.
 DY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1044.See file dsdata.txt to determine how the superseded data were derived.
 DY1044
 DY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814344(NAD 83)
 DY1044_MARKER: S = SPIKE
 DY1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1044_SP_SET: CURB
 DY1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1044
 DY1044  HISTORY     - Date     Condition        Report By
 DY1044  HISTORY     - UNK      MONUMENTED       CA1980
 DY1044  HISTORY     - 1968     GOOD             CA1980
 DY1044
 DY1044                          STATION DESCRIPTION
 DY1044
 DY1044'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1044'AT SAN PEDRO.
 DY1044'SQUARE SPIKE IN THE TOP OF THE NORTH CURB OF O FARRELL STREET,
 DY1044'5 FEET EAST OF THE BEGINNING OF THE CURB RETURN EAST OF BEACON
 DY1044'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1042 ***********************************************************************
 DY1042  DESIGNATION -  24 00773 C OF LA
 DY1042  PID         -  DY1042
 DY1042  STATE/COUNTY-  CA/LOS ANGELES
 DY1042  USGS QUAD   -  SAN PEDRO (1981)
 DY1042
 DY1042                         *CURRENT SURVEY CONTROL
 DY1042  ___________________________________________________________________
 DY1042* NAD 83(1986)-  33 44 47.     (N)    118 16 46.     (W)     SCALED    
 DY1042* NAVD 88     -         5.12   (+/-2cm)      16.8    (feet)  VERTCON   
 DY1042  ___________________________________________________________________
 DY1042  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1042  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1042
 DY1042.The horizontal coordinates were scaled from a topographic map and have
 DY1042.an estimated accuracy of +/- 6 seconds.
 DY1042
 DY1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1042.The vertical order pertains to the NGVD 29 superseded value.
 DY1042
 DY1042.The geoid height was determined by GEOID03.
 DY1042
 DY1042;                    North         East    Units  Estimated Accuracy
 DY1042;SPC CA 5     -   527,370.    1,974,110.      MT  (+/- 180 meters Scaled)
 DY1042
 DY1042                          SUPERSEDED SURVEY CONTROL
 DY1042
 DY1042  NGVD 29 (??/??/92)    4.349  (m)           14.27   (f) ADJ UNCH    1 1
 DY1042
 DY1042.Superseded values are not recommended for survey control.
 DY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1042.See file dsdata.txt to determine how the superseded data were derived.
 DY1042
 DY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814347(NAD 83)
 DY1042_MARKER: DD = SURVEY DISK
 DY1042_SETTING: 0 = UNSPECIFIED SETTING
 DY1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1042
 DY1042  HISTORY     - Date     Condition        Report By
 DY1042  HISTORY     - UNK      MONUMENTED       CA1980
 DY1042  HISTORY     - 1968     GOOD             CA1980
 DY1042
 DY1042                          STATION DESCRIPTION
 DY1042
 DY1042'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1042'AT SAN PEDRO.
 DY1042'STANDARD SURVEY MONUMENT, IN BEACON STREET, 18.3 FEET WEST OF
 DY1042'EAST CURB, ABOUT 200 FEET SOUTH OF DREIFUS STREET, 18 FEET NORTH
 DY1042'OF NORTH BUILDING LINE OF E.K. WOOD LUMBER CO, AT 515 BEACON
 DY1042'STREET, OPPOSITE POWER POLE 02069M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1040 ***********************************************************************
 DY1040  DESIGNATION -  24 00825 C OF LA
 DY1040  PID         -  DY1040
 DY1040  STATE/COUNTY-  CA/LOS ANGELES
 DY1040  USGS QUAD   -  SAN PEDRO (1981)
 DY1040
 DY1040                         *CURRENT SURVEY CONTROL
 DY1040  ___________________________________________________________________
 DY1040* NAD 83(1986)-  33 44 54.     (N)    118 16 48.     (W)     SCALED    
 DY1040* NAVD 88     -         4.40   (+/-2cm)      14.4    (feet)  VERTCON   
 DY1040  ___________________________________________________________________
 DY1040  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1040  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1040
 DY1040.The horizontal coordinates were scaled from a topographic map and have
 DY1040.an estimated accuracy of +/- 6 seconds.
 DY1040
 DY1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1040.The vertical order pertains to the NGVD 29 superseded value.
 DY1040
 DY1040.The geoid height was determined by GEOID03.
 DY1040
 DY1040;                    North         East    Units  Estimated Accuracy
 DY1040;SPC CA 5     -   527,580.    1,974,050.      MT  (+/- 180 meters Scaled)
 DY1040
 DY1040                          SUPERSEDED SURVEY CONTROL
 DY1040
 DY1040  NGVD 29 (??/??/92)    3.633  (m)           11.92   (f) ADJ UNCH    1 1
 DY1040
 DY1040.Superseded values are not recommended for survey control.
 DY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1040.See file dsdata.txt to determine how the superseded data were derived.
 DY1040
 DY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814349(NAD 83)
 DY1040_MARKER: DD = SURVEY DISK
 DY1040_SETTING: 0 = UNSPECIFIED SETTING
 DY1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1040
 DY1040  HISTORY     - Date     Condition        Report By
 DY1040  HISTORY     - UNK      MONUMENTED       CA1980
 DY1040  HISTORY     - 1968     GOOD             CA1980
 DY1040
 DY1040                          STATION DESCRIPTION
 DY1040
 DY1040'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1040'AT SAN PEDRO.
 DY1040'STANDARD SURVEY MONUMENT, IN HARBOR BOULEVARD, 33 FEET WEST OF
 DY1040'EAST CURB, 22 FEET NORTH OF BEGINNING OF CURB RETURN NORTH OF
 DY1040'BEACON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1038 ***********************************************************************
 DY1038  DESIGNATION -  24 00845 C OF LA
 DY1038  PID         -  DY1038
 DY1038  STATE/COUNTY-  CA/LOS ANGELES
 DY1038  USGS QUAD   -  SAN PEDRO (1981)
 DY1038
 DY1038                         *CURRENT SURVEY CONTROL
 DY1038  ___________________________________________________________________
 DY1038* NAD 83(1986)-  33 44 54.     (N)    118 16 50.     (W)     SCALED    
 DY1038* NAVD 88     -         4.25   (+/-2cm)      13.9    (feet)  VERTCON   
 DY1038  ___________________________________________________________________
 DY1038  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1038  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1038
 DY1038.The horizontal coordinates were scaled from a topographic map and have
 DY1038.an estimated accuracy of +/- 6 seconds.
 DY1038
 DY1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1038.The vertical order pertains to the NGVD 29 superseded value.
 DY1038
 DY1038.The geoid height was determined by GEOID03.
 DY1038
 DY1038;                    North         East    Units  Estimated Accuracy
 DY1038;SPC CA 5     -   527,580.    1,974,000.      MT  (+/- 180 meters Scaled)
 DY1038
 DY1038                          SUPERSEDED SURVEY CONTROL
 DY1038
 DY1038  NGVD 29 (??/??/92)    3.48   (m)           11.4    (f) COMPUTED    1 1
 DY1038
 DY1038.Superseded values are not recommended for survey control.
 DY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1038.See file dsdata.txt to determine how the superseded data were derived.
 DY1038
 DY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813349(NAD 83)
 DY1038_MARKER: DD = SURVEY DISK
 DY1038_SETTING: 0 = UNSPECIFIED SETTING
 DY1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1038
 DY1038  HISTORY     - Date     Condition        Report By
 DY1038  HISTORY     - UNK      MONUMENTED       CA1980
 DY1038  HISTORY     - 1968     GOOD             CA1980
 DY1038
 DY1038                          STATION DESCRIPTION
 DY1038
 DY1038'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1038'AT SAN PEDRO.
 DY1038'STANDARD SURVEY MONUMENT ON CENTER LINE OF REGAN STREET, 31.5
 DY1038'FEET WEST OF THE EAST CURB LINE OF HARBOR BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1035 ***********************************************************************
 DY1035  DESIGNATION -  24 00910 C OF LA
 DY1035  PID         -  DY1035
 DY1035  STATE/COUNTY-  CA/LOS ANGELES
 DY1035  USGS QUAD   -  SAN PEDRO (1981)
 DY1035
 DY1035                         *CURRENT SURVEY CONTROL
 DY1035  ___________________________________________________________________
 DY1035* NAD 83(1986)-  33 44 59.     (N)    118 16 54.     (W)     SCALED    
 DY1035* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 DY1035  ___________________________________________________________________
 DY1035  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1035  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1035
 DY1035.The horizontal coordinates were scaled from a topographic map and have
 DY1035.an estimated accuracy of +/- 6 seconds.
 DY1035
 DY1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1035.The vertical order pertains to the NGVD 29 superseded value.
 DY1035
 DY1035.The geoid height was determined by GEOID03.
 DY1035
 DY1035;                    North         East    Units  Estimated Accuracy
 DY1035;SPC CA 5     -   527,740.    1,973,900.      MT  (+/- 180 meters Scaled)
 DY1035
 DY1035                          SUPERSEDED SURVEY CONTROL
 DY1035
 DY1035  NGVD 29 (??/??/92)    3.03   (m)            9.9    (f) COMPUTED    1 1
 DY1035
 DY1035.Superseded values are not recommended for survey control.
 DY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1035.See file dsdata.txt to determine how the superseded data were derived.
 DY1035
 DY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812351(NAD 83)
 DY1035_MARKER: DD = SURVEY DISK
 DY1035_SETTING: 0 = UNSPECIFIED SETTING
 DY1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1035
 DY1035  HISTORY     - Date     Condition        Report By
 DY1035  HISTORY     - UNK      MONUMENTED       CA1980
 DY1035  HISTORY     - 1968     GOOD             CA1980
 DY1035
 DY1035                          STATION DESCRIPTION
 DY1035
 DY1035'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1035'AT SAN PEDRO.
 DY1035'STANDARD SURVEY MONUMENT ON CENTER LINE OF FRONT STREET, ABOUT
 DY1035'8 FEET SOUTHERLY OF SOUTHERN PACIFIC RAILROAD TRACKS NORTH OF
 DY1035'REGAN STREET TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1034 ***********************************************************************
 DY1034  DESIGNATION -  24 00930 C OF LA
 DY1034  PID         -  DY1034
 DY1034  STATE/COUNTY-  CA/LOS ANGELES
 DY1034  USGS QUAD   -  SAN PEDRO (1981)
 DY1034
 DY1034                         *CURRENT SURVEY CONTROL
 DY1034  ___________________________________________________________________
 DY1034* NAD 83(1986)-  33 44 59.     (N)    118 17 03.     (W)     SCALED    
 DY1034* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 DY1034  ___________________________________________________________________
 DY1034  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1034  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1034
 DY1034.The horizontal coordinates were scaled from a topographic map and have
 DY1034.an estimated accuracy of +/- 6 seconds.
 DY1034
 DY1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1034.The vertical order pertains to the NGVD 29 superseded value.
 DY1034
 DY1034.The geoid height was determined by GEOID03.
 DY1034
 DY1034;                    North         East    Units  Estimated Accuracy
 DY1034;SPC CA 5     -   527,740.    1,973,670.      MT  (+/- 180 meters Scaled)
 DY1034
 DY1034                          SUPERSEDED SURVEY CONTROL
 DY1034
 DY1034  NGVD 29 (??/??/92)    2.81   (m)            9.2    (f) COMPUTED    1 1
 DY1034
 DY1034.Superseded values are not recommended for survey control.
 DY1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1034.See file dsdata.txt to determine how the superseded data were derived.
 DY1034
 DY1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT810351(NAD 83)
 DY1034_MARKER: DD = SURVEY DISK
 DY1034_SETTING: 0 = UNSPECIFIED SETTING
 DY1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1034
 DY1034  HISTORY     - Date     Condition        Report By
 DY1034  HISTORY     - UNK      MONUMENTED       CA1980
 DY1034  HISTORY     - 1968     GOOD             CA1980
 DY1034
 DY1034                          STATION DESCRIPTION
 DY1034
 DY1034'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1034'AT SAN PEDRO.
 DY1034'STANDARD SURVEY MONUMENT ON CENTER LINE, AT END OF FIRST CURVE
 DY1034'EASTERLY OF PACIFIC AVENUE, NEAR EASTERLY INTERSECTION OF KNOLL
 DY1034'DRIVE, SET IN 1956.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1033 ***********************************************************************
 DY1033  DESIGNATION -  24 00950 C OF LA
 DY1033  PID         -  DY1033
 DY1033  STATE/COUNTY-  CA/LOS ANGELES
 DY1033  USGS QUAD   -  TORRANCE (1981)
 DY1033
 DY1033                         *CURRENT SURVEY CONTROL
 DY1033  ___________________________________________________________________
 DY1033* NAD 83(1986)-  33 45 02.     (N)    118 17 11.     (W)     SCALED    
 DY1033* NAVD 88     -         3.92   (+/-2cm)      12.9    (feet)  VERTCON   
 DY1033  ___________________________________________________________________
 DY1033  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1033  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1033
 DY1033.The horizontal coordinates were scaled from a topographic map and have
 DY1033.an estimated accuracy of +/- 6 seconds.
 DY1033
 DY1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1033.The vertical order pertains to the NGVD 29 superseded value.
 DY1033
 DY1033.The geoid height was determined by GEOID03.
 DY1033
 DY1033;                    North         East    Units  Estimated Accuracy
 DY1033;SPC CA 5     -   527,830.    1,973,460.      MT  (+/- 180 meters Scaled)
 DY1033
 DY1033                          SUPERSEDED SURVEY CONTROL
 DY1033
 DY1033  NGVD 29 (??/??/92)    3.15   (m)           10.3    (f) COMPUTED    1 1
 DY1033
 DY1033.Superseded values are not recommended for survey control.
 DY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1033.See file dsdata.txt to determine how the superseded data were derived.
 DY1033
 DY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808352(NAD 83)
 DY1033_MARKER: DD = SURVEY DISK
 DY1033_SETTING: 0 = UNSPECIFIED SETTING
 DY1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1033
 DY1033  HISTORY     - Date     Condition        Report By
 DY1033  HISTORY     - UNK      MONUMENTED       CA1980
 DY1033  HISTORY     - 1968     GOOD             CA1980
 DY1033
 DY1033                          STATION DESCRIPTION
 DY1033
 DY1033'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1033'AT SAN PEDRO.
 DY1033'STANDARD SURVEY MONUMENT IN ROADWAY OF FRONT STREET, ON BISECTOR
 DY1033'AT POINT OF INTERSECTION OF FIRST CURVE EASTERLY OF PACIFIC
 DY1033'AVENUE AND 22.5 FEET SOUTHERLY OF POLE 54788M (RESET 1956).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1031 ***********************************************************************
 DY1031  DESIGNATION -  24 00990 C OF LA
 DY1031  PID         -  DY1031
 DY1031  STATE/COUNTY-  CA/LOS ANGELES
 DY1031  USGS QUAD   -  TORRANCE (1981)
 DY1031
 DY1031                         *CURRENT SURVEY CONTROL
 DY1031  ___________________________________________________________________
 DY1031* NAD 83(1986)-  33 45 02.     (N)    118 17 09.     (W)     SCALED    
 DY1031* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 DY1031  ___________________________________________________________________
 DY1031  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1031  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1031
 DY1031.The horizontal coordinates were scaled from a topographic map and have
 DY1031.an estimated accuracy of +/- 6 seconds.
 DY1031
 DY1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1031.The vertical order pertains to the NGVD 29 superseded value.
 DY1031
 DY1031.The geoid height was determined by GEOID03.
 DY1031
 DY1031;                    North         East    Units  Estimated Accuracy
 DY1031;SPC CA 5     -   527,830.    1,973,520.      MT  (+/- 180 meters Scaled)
 DY1031
 DY1031                          SUPERSEDED SURVEY CONTROL
 DY1031
 DY1031  NGVD 29 (??/??/92)    3.50   (m)           11.5    (f) COMPUTED    1 1
 DY1031
 DY1031.Superseded values are not recommended for survey control.
 DY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1031.See file dsdata.txt to determine how the superseded data were derived.
 DY1031
 DY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT809352(NAD 83)
 DY1031_MARKER: DD = SURVEY DISK
 DY1031_SETTING: 0 = UNSPECIFIED SETTING
 DY1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1031
 DY1031  HISTORY     - Date     Condition        Report By
 DY1031  HISTORY     - UNK      MONUMENTED       CA1980
 DY1031  HISTORY     - 1968     GOOD             CA1980
 DY1031
 DY1031                          STATION DESCRIPTION
 DY1031
 DY1031'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1031'AT SAN PEDRO.
 DY1031'STANDARD SURVEY MONUMENT ON CENTER LINE OF FRONT STREET AND
 DY1031'CENTER LINE OF KNOLL DRIVE, WESTERLY INTERSECTION (SET 1956).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1030 ***********************************************************************
 DY1030  DESIGNATION -  24 01010 C OF LA
 DY1030  PID         -  DY1030
 DY1030  STATE/COUNTY-  CA/LOS ANGELES
 DY1030  USGS QUAD   -  TORRANCE (1981)
 DY1030
 DY1030                         *CURRENT SURVEY CONTROL
 DY1030  ___________________________________________________________________
 DY1030* NAD 83(1986)-  33 45 02.     (N)    118 17 13.     (W)     SCALED    
 DY1030* NAVD 88     -         4.57   (+/-2cm)      15.0    (feet)  VERTCON   
 DY1030  ___________________________________________________________________
 DY1030  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1030  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1030
 DY1030.The horizontal coordinates were scaled from a topographic map and have
 DY1030.an estimated accuracy of +/- 6 seconds.
 DY1030
 DY1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1030.The vertical order pertains to the NGVD 29 superseded value.
 DY1030
 DY1030.The geoid height was determined by GEOID03.
 DY1030
 DY1030;                    North         East    Units  Estimated Accuracy
 DY1030;SPC CA 5     -   527,830.    1,973,410.      MT  (+/- 180 meters Scaled)
 DY1030
 DY1030                          SUPERSEDED SURVEY CONTROL
 DY1030
 DY1030  NGVD 29 (??/??/92)    3.81   (m)           12.5    (f) COMPUTED    1 1
 DY1030
 DY1030.Superseded values are not recommended for survey control.
 DY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1030.See file dsdata.txt to determine how the superseded data were derived.
 DY1030
 DY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808352(NAD 83)
 DY1030_MARKER: DD = SURVEY DISK
 DY1030_SETTING: 0 = UNSPECIFIED SETTING
 DY1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1030
 DY1030  HISTORY     - Date     Condition        Report By
 DY1030  HISTORY     - UNK      MONUMENTED       CA1980
 DY1030  HISTORY     - 1968     GOOD             CA1980
 DY1030
 DY1030                          STATION DESCRIPTION
 DY1030
 DY1030'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1030'AT SAN PEDRO.
 DY1030'STANDARD SURVEY MONUMENT ON CENTER LINE OF PACIFIC AVENUE, 52.5
 DY1030'FEET NORTH OF CENTER LINE OF FRONT STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1761 ***********************************************************************
 DY1761  DESIGNATION -  24 01360 C OF LA
 DY1761  PID         -  DY1761
 DY1761  STATE/COUNTY-  CA/LOS ANGELES
 DY1761  USGS QUAD   -  TORRANCE (1981)
 DY1761
 DY1761                         *CURRENT SURVEY CONTROL
 DY1761  ___________________________________________________________________
 DY1761* NAD 83(1986)-  33 46 58.     (N)    118 17 57.     (W)     SCALED    
 DY1761* NAVD 88     -        19.16   (+/-2cm)      62.9    (feet)  VERTCON   
 DY1761  ___________________________________________________________________
 DY1761  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1761  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1761
 DY1761.The horizontal coordinates were scaled from a topographic map and have
 DY1761.an estimated accuracy of +/- 6 seconds.
 DY1761
 DY1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1761.The vertical order pertains to the NGVD 29 superseded value.
 DY1761
 DY1761.The geoid height was determined by GEOID03.
 DY1761
 DY1761;                    North         East    Units  Estimated Accuracy
 DY1761;SPC CA 5     -   531,410.    1,972,290.      MT  (+/- 180 meters Scaled)
 DY1761
 DY1761                          SUPERSEDED SURVEY CONTROL
 DY1761
 DY1761  NGVD 29 (??/??/92)   18.40   (m)           60.4    (f) COMPUTED    1 1
 DY1761
 DY1761.Superseded values are not recommended for survey control.
 DY1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1761.See file dsdata.txt to determine how the superseded data were derived.
 DY1761
 DY1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797388(NAD 83)
 DY1761_MARKER: S = SPIKE
 DY1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1761_SP_SET: CATCH BASIN
 DY1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1761
 DY1761  HISTORY     - Date     Condition        Report By
 DY1761  HISTORY     - UNK      MONUMENTED       CA1980
 DY1761  HISTORY     - 1968     GOOD             CA1980
 DY1761
 DY1761                          STATION DESCRIPTION
 DY1761
 DY1761'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1761'1.2 MI W FROM WILMINGTON.
 DY1761'WIRE SPIKE IN WALK, 0.8 FEET NORTH OF NORTH CURB LINE OF ANAHEIM
 DY1761'STREET, ON WESTERLY LINE, PRODUCED, OF APARTMENT BUILDING 1269,
 DY1761'0.13 MILES WEST OF VERMONT AVENUE, IN TOP OF CATCH BASIN,
 DY1761'AT WEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1862 ***********************************************************************
 DY1862  DESIGNATION -  24 01406
 DY1862  PID         -  DY1862
 DY1862  STATE/COUNTY-  CA/LOS ANGELES
 DY1862  USGS QUAD   -  TORRANCE (1981)
 DY1862
 DY1862                         *CURRENT SURVEY CONTROL
 DY1862  ___________________________________________________________________
 DY1862* NAD 83(1986)-  33 45 27.     (N)    118 17 21.     (W)     SCALED    
 DY1862* NAVD 88     -         6.512  (meters)      21.36   (feet)  ADJUSTED  
 DY1862  ___________________________________________________________________
 DY1862  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1862  DYNAMIC HT  -           6.505 (meters)      21.34  (feet)  COMP
 DY1862  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 DY1862  OBS GRAVITY -     979,621.2   (mgal)                       GRAV_OBS
 DY1862
 DY1862  VERT ORDER  -  FIRST     CLASS I
 DY1862
 DY1862.The horizontal coordinates were scaled from a topographic map and have
 DY1862.an estimated accuracy of +/- 6 seconds.
 DY1862
 DY1862.The orthometric height was determined by differential leveling
 DY1862.and adjusted in June 1995.
 DY1862.WARNING-Repeat measurements at this control monument indicate possible
 DY1862.vertical movement.
 DY1862
 DY1862.The geoid height was determined by GEOID03.
 DY1862
 DY1862.The dynamic height is computed by dividing the NAVD 88
 DY1862.geopotential number by the normal gravity value computed on the
 DY1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1862.degrees latitude (g = 980.6199 gals.).
 DY1862
 DY1862.The modeled gravity was interpolated from observed gravity values.
 DY1862.The observed gravity was obtained from relative gravimeter ties
 DY1862.to the IGSN71 gravity network.
 DY1862
 DY1862;                    North         East    Units  Estimated Accuracy
 DY1862;SPC CA 5     -   528,600.    1,973,210.      MT  (+/- 180 meters Scaled)
 DY1862
 DY1862                          SUPERSEDED SURVEY CONTROL
 DY1862
 DY1862  NAVD 88 (06/15/91)    6.513  (m)           21.37   (f) UNKNOWN     1 1
 DY1862  NGVD 29 (??/??/92)    5.762  (m)           18.90   (f) ADJ UNCH    1 1
 DY1862
 DY1862.Superseded values are not recommended for survey control.
 DY1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1862.See file dsdata.txt to determine how the superseded data were derived.
 DY1862
 DY1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806360(NAD 83)
 DY1862_MARKER: DB = BENCH MARK DISK
 DY1862_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY1862+WITH SETTING: PAVEMENT
 DY1862_SP_SET: MANHOLE FOUNDATION
 DY1862_MARK LOGO: CA1980
 DY1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1862+STABILITY: SURFACE MOTION
 DY1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1862+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY1862
 DY1862  HISTORY     - Date     Condition        Report By
 DY1862  HISTORY     - UNK      MONUMENTED       CA1980
 DY1862  HISTORY     - 1968     GOOD             CA1980
 DY1862  HISTORY     - 1976     GOOD             NGS
 DY1862  HISTORY     - 1978     GOOD             NGS
 DY1862  HISTORY     - 19890601 GOOD             NGS
 DY1862  HISTORY     - 19940721 GOOD             NGS
 DY1862
 DY1862                          STATION DESCRIPTION
 DY1862
 DY1862'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1862'AT SAN PEDRO.
 DY1862'STANDARD BENCH MARK DISK IN THE NORTHEAST CORNER OF 5 FEET
 DY1862'BY 5 FEET CONCRETE MANHOLE VAULT AT SOUTHEAST CORNER OF POLICE
 DY1862'STATION PARKING LOT, 2175 WILMINGTON, SAN PEDRO ROAD, 1.45
 DY1862'MILES SOUTHWESTERLY FROM FIGUEROA STREET.
 DY1862
 DY1862                          STATION RECOVERY (1976)
 DY1862
 DY1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1862'LOS ANGELES, SAN PEDRO AREA, 1.1 MILES SOUTH ALONG JOHN S.GIBSON
 DY1862'BOULEVARD FROM ITS JUNCTION WITH FIGUEROA STREET AT WILMINGTON, AT THE
 DY1862'SOUTHEAST CORNER OF A POLICE STATION PARKING LOT, (2175 JOHN GIBSON
 DY1862'BOULEVARD) IN TOP OF THE NORTHEAST CORNER OF A 5 FT BY 5 FT CONCRETE
 DY1862'MANHOLE VAULT, 70 FT WEST OF WEST CURB OF BOULEVARD, 110 FT SOUTH OF
 DY1862'THE SOUTHEAST LEG OF RADIO TOWER
 DY1862
 DY1862                          STATION RECOVERY (1978)
 DY1862
 DY1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1862'RECOVERED IN GOOD CONDITION.
 DY1862
 DY1862                          STATION RECOVERY (1989)
 DY1862
 DY1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1862'RECOVERED IN GOOD CONDITION.
 DY1862
 DY1862                          STATION RECOVERY (1994)
 DY1862
 DY1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1862'IN SAN PEDRO, AT 2175 JOHN S GIBSON BOULEVARD, NEAR THE NORTHEAST
 DY1862'CORNER OF A CONCRETE FOUNDATION FOR A MANHOLE, 39.7 M (130.2 FT)
 DY1862'SOUTHWEST OF THE SOUTH CORNER OF THE LOS ANGELES POLICE DEPARTMENT
 DY1862'HARBOR DIVISION AT 2175 JOHN S GIBSON BOULEVARD, 27.5 M (90.2 FT)
 DY1862'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD,
 DY1862'8.4 M (27.6 FT) NORTHEAST OF THE CENTER OF THE PUBLIC ENTRANCE ROAD TO
 DY1862'THE POLICE DEPARTMENT, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 DY1862'BOULEVARD.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1859 ***********************************************************************
 DY1859  DESIGNATION -  24 01450 C OF LA
 DY1859  PID         -  DY1859
 DY1859  STATE/COUNTY-  CA/LOS ANGELES
 DY1859  USGS QUAD   -  TORRANCE (1981)
 DY1859
 DY1859                         *CURRENT SURVEY CONTROL
 DY1859  ___________________________________________________________________
 DY1859* NAD 83(1986)-  33 45 27.     (N)    118 16 56.     (W)     SCALED    
 DY1859* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 DY1859  ___________________________________________________________________
 DY1859  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1859  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1859
 DY1859.The horizontal coordinates were scaled from a topographic map and have
 DY1859.an estimated accuracy of +/- 6 seconds.
 DY1859
 DY1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1859.The vertical order pertains to the NGVD 29 superseded value.
 DY1859
 DY1859.The geoid height was determined by GEOID03.
 DY1859
 DY1859;                    North         East    Units  Estimated Accuracy
 DY1859;SPC CA 5     -   528,600.    1,973,850.      MT  (+/- 180 meters Scaled)
 DY1859
 DY1859                          SUPERSEDED SURVEY CONTROL
 DY1859
 DY1859  NGVD 29 (??/??/92)    3.54   (m)           11.6    (f) COMPUTED    1 1
 DY1859
 DY1859.Superseded values are not recommended for survey control.
 DY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1859.See file dsdata.txt to determine how the superseded data were derived.
 DY1859
 DY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812360(NAD 83)
 DY1859_MARKER: DD = SURVEY DISK
 DY1859_SETTING: 0 = UNSPECIFIED SETTING
 DY1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1859
 DY1859  HISTORY     - Date     Condition        Report By
 DY1859  HISTORY     - UNK      MONUMENTED       CA1980
 DY1859  HISTORY     - 1968     GOOD             CA1980
 DY1859
 DY1859                          STATION DESCRIPTION
 DY1859
 DY1859'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1859'AT WILMINGTON.
 DY1859'STANDARD SURVEY MONUMENT 12 FEET NORTH OF SOUTH CURB OF
 DY1859'WILMINGTON-SAN PEDRO ROAD, 41.5 FEET EAST OF POWER POLE 727202H,
 DY1859'1.13 MILES SOUTHWESTERLY FROM FIGUEROA STREET, 0.53 MILES
 DY1859'NORTHEASTERLY FROM BATTERY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1858 ***********************************************************************
 DY1858  DESIGNATION -  24 01470 C OF LA
 DY1858  PID         -  DY1858
 DY1858  STATE/COUNTY-  CA/LOS ANGELES
 DY1858  USGS QUAD   -  TORRANCE (1981)
 DY1858
 DY1858                         *CURRENT SURVEY CONTROL
 DY1858  ___________________________________________________________________
 DY1858* NAD 83(1986)-  33 45 29.     (N)    118 16 50.     (W)     SCALED    
 DY1858* NAVD 88     -         4.20   (+/-2cm)      13.8    (feet)  VERTCON   
 DY1858  ___________________________________________________________________
 DY1858  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1858  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1858
 DY1858.The horizontal coordinates were scaled from a topographic map and have
 DY1858.an estimated accuracy of +/- 6 seconds.
 DY1858
 DY1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1858.The vertical order pertains to the NGVD 29 superseded value.
 DY1858
 DY1858.The geoid height was determined by GEOID03.
 DY1858
 DY1858;                    North         East    Units  Estimated Accuracy
 DY1858;SPC CA 5     -   528,660.    1,974,010.      MT  (+/- 180 meters Scaled)
 DY1858
 DY1858                          SUPERSEDED SURVEY CONTROL
 DY1858
 DY1858  NGVD 29 (??/??/92)    3.43   (m)           11.3    (f) COMPUTED    1 1
 DY1858
 DY1858.Superseded values are not recommended for survey control.
 DY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1858.See file dsdata.txt to determine how the superseded data were derived.
 DY1858
 DY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814360(NAD 83)
 DY1858_MARKER: S = SPIKE
 DY1858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1858_SP_SET: CATCH BASIN
 DY1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1858
 DY1858  HISTORY     - Date     Condition        Report By
 DY1858  HISTORY     - UNK      MONUMENTED       CA1980
 DY1858  HISTORY     - 1968     GOOD             CA1980
 DY1858
 DY1858                          STATION DESCRIPTION
 DY1858
 DY1858'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1858'AT WILMINGTON.
 DY1858'CUT SPIKE 31-H IN TOP OF THE NORTHWEST CURB OF WILMINGTON-SAN
 DY1858'PEDRO ROAD, 11 FEET NORTHEAST OF POWER POLE 675924H, NORTHEAST
 DY1858'END OF CATCH BASIN, 0.85 MILES SOUTHWESTERLY FROM FIGUEROA STREET,
 DY1858'0.85 MILES NORTHEASTERLY FROM BATTERY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2518 ***********************************************************************
 DY2518  DESIGNATION -  24 01475
 DY2518  PID         -  DY2518
 DY2518  STATE/COUNTY-  CA/LOS ANGELES
 DY2518  USGS QUAD   -  TORRANCE (1981)
 DY2518
 DY2518                         *CURRENT SURVEY CONTROL
 DY2518  ___________________________________________________________________
 DY2518* NAD 83(1986)-  33 45 45.     (N)    118 16 47.     (W)     SCALED    
 DY2518* NAVD 88     -         5.694  (meters)      18.68   (feet)  ADJUSTED  
 DY2518  ___________________________________________________________________
 DY2518  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY2518  DYNAMIC HT  -           5.688 (meters)      18.66  (feet)  COMP
 DY2518  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 DY2518
 DY2518  VERT ORDER  -  FIRST     CLASS I
 DY2518
 DY2518.The horizontal coordinates were scaled from a topographic map and have
 DY2518.an estimated accuracy of +/- 6 seconds.
 DY2518
 DY2518.The orthometric height was determined by differential leveling
 DY2518.and adjusted in June 1995.
 DY2518
 DY2518.The geoid height was determined by GEOID03.
 DY2518
 DY2518.The dynamic height is computed by dividing the NAVD 88
 DY2518.geopotential number by the normal gravity value computed on the
 DY2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2518.degrees latitude (g = 980.6199 gals.).
 DY2518
 DY2518.The modeled gravity was interpolated from observed gravity values.
 DY2518
 DY2518;                    North         East    Units  Estimated Accuracy
 DY2518;SPC CA 5     -   529,160.    1,974,080.      MT  (+/- 180 meters Scaled)
 DY2518
 DY2518                          SUPERSEDED SURVEY CONTROL
 DY2518
 DY2518  NAVD 88 (06/15/91)    5.698  (m)           18.69   (f) UNKNOWN     1 1
 DY2518  NGVD 29 (??/??/92)    4.937  (m)           16.20   (f) ADJ UNCH    1 1
 DY2518
 DY2518.Superseded values are not recommended for survey control.
 DY2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2518.See file dsdata.txt to determine how the superseded data were derived.
 DY2518
 DY2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814365(NAD 83)
 DY2518_MARKER: DD = SURVEY DISK
 DY2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2518_SP_SET: CATCH BASIN
 DY2518_STAMPING: PBM 24 01475
 DY2518_MARK LOGO: CA1980
 DY2518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2518+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY2518
 DY2518  HISTORY     - Date     Condition        Report By
 DY2518  HISTORY     - 1976     MONUMENTED       CA1980
 DY2518  HISTORY     - 1978     GOOD             NGS
 DY2518  HISTORY     - 19890327 GOOD             NGS
 DY2518  HISTORY     - 19940721 GOOD             NGS
 DY2518
 DY2518                          STATION DESCRIPTION
 DY2518
 DY2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2518'WILMINGTON.
 DY2518'LOS ANGELES, WILMINGTON AREA, 0.5 MILE SOUTH OF THE JUNCTION OF JOHN
 DY2518'S. GILSON BOULEVARD AND FIGUEROA STREET NORTH, 0.6 MILE NORTH OF THE
 DY2518'POLICE STATION, IN TOP OF THE NORTHEAST CORNER OF A CATCH BASIN, 4 FT.
 DY2518'EAST OF EAST CURB LINE OF BOULEVARD, 24.8 FT. WEST OF WEST RAIL OF
 DY2518'SOUTHERN PACIFIC RAILROAD, 6.4 FT. SOUTH-SOUTHEAST OF A LIGHT POLE.
 DY2518
 DY2518                          STATION RECOVERY (1989)
 DY2518
 DY2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2518'RECOVERED IN GOOD CONDITION.
 DY2518
 DY2518                          STATION RECOVERY (1994)
 DY2518
 DY2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2518'0.8 KM (0.50 MI) SOUTHERLY ALONG JOHN S GIBSON BOULEVARD FROM THE
 DY2518'INTERSECTION OF FIGUEROA STREET IN WILMINGTON, NEAR THE NORTHEAST
 DY2518'CORNER OF A CONCRETE CATCH BASIN, 7.6 M (24.9 FT) SOUTHEAST OF THE
 DY2518'CENTERLINE OF THE NORTHBOUND LANES OF THE BOULEVARD, 7.1 M (23.3 FT)
 DY2518'NORTHWEST OF THE NEAR RAIL OF THE HARBOR BELT LINE RAILROAD, 1.7 M
 DY2518'(5.6 FT) SOUTH OF A STREET LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 DY2518'LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1857 ***********************************************************************
 DY1857  DESIGNATION -  24 01490 C OF LA
 DY1857  PID         -  DY1857
 DY1857  STATE/COUNTY-  CA/LOS ANGELES
 DY1857  USGS QUAD   -  TORRANCE (1981)
 DY1857
 DY1857                         *CURRENT SURVEY CONTROL
 DY1857  ___________________________________________________________________
 DY1857* NAD 83(1986)-  33 45 33.     (N)    118 16 46.     (W)     SCALED    
 DY1857* NAVD 88     -         4.04   (+/-2cm)      13.3    (feet)  VERTCON   
 DY1857  ___________________________________________________________________
 DY1857  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1857  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1857
 DY1857.The horizontal coordinates were scaled from a topographic map and have
 DY1857.an estimated accuracy of +/- 6 seconds.
 DY1857
 DY1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1857.The vertical order pertains to the NGVD 29 superseded value.
 DY1857
 DY1857.The geoid height was determined by GEOID03.
 DY1857
 DY1857;                    North         East    Units  Estimated Accuracy
 DY1857;SPC CA 5     -   528,790.    1,974,110.      MT  (+/- 180 meters Scaled)
 DY1857
 DY1857                          SUPERSEDED SURVEY CONTROL
 DY1857
 DY1857  NGVD 29 (??/??/92)    3.27   (m)           10.7    (f) COMPUTED    1 1
 DY1857
 DY1857.Superseded values are not recommended for survey control.
 DY1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1857.See file dsdata.txt to determine how the superseded data were derived.
 DY1857
 DY1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815361(NAD 83)
 DY1857_MARKER: DD = SURVEY DISK
 DY1857_SETTING: 0 = UNSPECIFIED SETTING
 DY1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1857
 DY1857  HISTORY     - Date     Condition        Report By
 DY1857  HISTORY     - UNK      MONUMENTED       CA1980
 DY1857  HISTORY     - 1968     GOOD             CA1980
 DY1857
 DY1857                          STATION DESCRIPTION
 DY1857
 DY1857'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1857'AT WILMINGTON.
 DY1857'STANDARD SURVEY MONUMENT, IN WILMINGTON-SAN PEDRO ROAD, 12 FEET
 DY1857'WEST OF EAST CURB, 0.93 MILES NORTHEASTERLY FROM BATTERY STREET,
 DY1857'100 FEET NORTH OF TRUCK ENTRANCE TO SUN LUMBER COMPANY, 20 FEET
 DY1857'SOUTH OF POWER POLE 40006M, 0.78 MILES SOUTHWESTERLY FROM
 DY1857'FIGUEROA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1856 ***********************************************************************
 DY1856  DESIGNATION -  24 01510 C OF LA
 DY1856  PID         -  DY1856
 DY1856  STATE/COUNTY-  CA/LOS ANGELES
 DY1856  USGS QUAD   -  TORRANCE (1981)
 DY1856
 DY1856                         *CURRENT SURVEY CONTROL
 DY1856  ___________________________________________________________________
 DY1856* NAD 83(1986)-  33 45 44.     (N)    118 16 43.     (W)     SCALED    
 DY1856* NAVD 88     -         3.65   (+/-2cm)      12.0    (feet)  VERTCON   
 DY1856  ___________________________________________________________________
 DY1856  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1856  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1856
 DY1856.The horizontal coordinates were scaled from a topographic map and have
 DY1856.an estimated accuracy of +/- 6 seconds.
 DY1856
 DY1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1856.The vertical order pertains to the NGVD 29 superseded value.
 DY1856
 DY1856.The geoid height was determined by GEOID03.
 DY1856
 DY1856;                    North         East    Units  Estimated Accuracy
 DY1856;SPC CA 5     -   529,120.    1,974,190.      MT  (+/- 180 meters Scaled)
 DY1856
 DY1856                          SUPERSEDED SURVEY CONTROL
 DY1856
 DY1856  NGVD 29 (??/??/92)    2.88   (m)            9.4    (f) COMPUTED    1 1
 DY1856
 DY1856.Superseded values are not recommended for survey control.
 DY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1856.See file dsdata.txt to determine how the superseded data were derived.
 DY1856
 DY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815365(NAD 83)
 DY1856_MARKER: DB = BENCH MARK DISK
 DY1856_SETTING: 0 = UNSPECIFIED SETTING
 DY1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1856
 DY1856  HISTORY     - Date     Condition        Report By
 DY1856  HISTORY     - UNK      MONUMENTED       CA1980
 DY1856  HISTORY     - 1968     GOOD             CA1980
 DY1856
 DY1856                          STATION DESCRIPTION
 DY1856
 DY1856'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1856'AT WILMINGTON.
 DY1856'STANDARD SURVEY MONUMENT, IN WILMINGTON-SAN PEDRO ROAD, 12 FEET
 DY1856'WEST OF EAST CURB, ON APPARENT CENTER LINE PRODUCED OF DRIVEWAY
 DY1856'TO LOS ANGELES DEPARTMENT OF TRAFFIC FACILITY AT 1701, 39 FEET
 DY1856'NORTH OF POWER POLE 332832M, 0.59 MILES SOUTHWESTERLY FROM
 DY1856'FIGUEROA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1850 ***********************************************************************
 DY1850  DESIGNATION -  24 01550 C OF LA
 DY1850  PID         -  DY1850
 DY1850  STATE/COUNTY-  CA/LOS ANGELES
 DY1850  USGS QUAD   -  TORRANCE (1981)
 DY1850
 DY1850                         *CURRENT SURVEY CONTROL
 DY1850  ___________________________________________________________________
 DY1850* NAD 83(1986)-  33 45 54.     (N)    118 16 47.     (W)     SCALED    
 DY1850* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 DY1850  ___________________________________________________________________
 DY1850  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1850  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1850
 DY1850.The horizontal coordinates were scaled from a topographic map and have
 DY1850.an estimated accuracy of +/- 6 seconds.
 DY1850
 DY1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1850.The vertical order pertains to the NGVD 29 superseded value.
 DY1850
 DY1850.The geoid height was determined by GEOID03.
 DY1850
 DY1850;                    North         East    Units  Estimated Accuracy
 DY1850;SPC CA 5     -   529,430.    1,974,090.      MT  (+/- 180 meters Scaled)
 DY1850
 DY1850                          SUPERSEDED SURVEY CONTROL
 DY1850
 DY1850  NGVD 29 (??/??/92)    3.10   (m)           10.2    (f) COMPUTED    1 1
 DY1850
 DY1850.Superseded values are not recommended for survey control.
 DY1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1850.See file dsdata.txt to determine how the superseded data were derived.
 DY1850
 DY1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814368(NAD 83)
 DY1850_MARKER: DD = SURVEY DISK
 DY1850_SETTING: 0 = UNSPECIFIED SETTING
 DY1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1850
 DY1850  HISTORY     - Date     Condition        Report By
 DY1850  HISTORY     - UNK      MONUMENTED       CA1980
 DY1850  HISTORY     - 1968     GOOD             CA1980
 DY1850
 DY1850                          STATION DESCRIPTION
 DY1850
 DY1850'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1850'AT WILMINGTON.
 DY1850'STANDARD SURVEY MONUMENT IN WILMINGTON-SAN PEDRO ROAD, 12 FEET
 DY1850'WEST OF EAST CURB, AT END OF CURVE, 0.36 MILES SOUTHWESTERLY
 DY1850'FROM FIGUEROA STREET, 63 FEET SOUTH OF FIRE HYDRANT, 31.5 FEET
 DY1850'SOUTH OF POWER POLE A39437T.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1845 ***********************************************************************
 DY1845  DESIGNATION -  24 01570 C OF LA
 DY1845  PID         -  DY1845
 DY1845  STATE/COUNTY-  CA/LOS ANGELES
 DY1845  USGS QUAD   -  TORRANCE (1981)
 DY1845
 DY1845                         *CURRENT SURVEY CONTROL
 DY1845  ___________________________________________________________________
 DY1845* NAD 83(1986)-  33 46 03.     (N)    118 16 52.     (W)     SCALED    
 DY1845* NAVD 88     -         3.54   (+/-2cm)      11.6    (feet)  VERTCON   
 DY1845  ___________________________________________________________________
 DY1845  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1845  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1845
 DY1845.The horizontal coordinates were scaled from a topographic map and have
 DY1845.an estimated accuracy of +/- 6 seconds.
 DY1845
 DY1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1845.The vertical order pertains to the NGVD 29 superseded value.
 DY1845
 DY1845.The geoid height was determined by GEOID03.
 DY1845
 DY1845;                    North         East    Units  Estimated Accuracy
 DY1845;SPC CA 5     -   529,710.    1,973,960.      MT  (+/- 180 meters Scaled)
 DY1845
 DY1845                          SUPERSEDED SURVEY CONTROL
 DY1845
 DY1845  NGVD 29 (??/??/92)    2.77   (m)            9.1    (f) COMPUTED    1 1
 DY1845
 DY1845.Superseded values are not recommended for survey control.
 DY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1845.See file dsdata.txt to determine how the superseded data were derived.
 DY1845
 DY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813371(NAD 83)
 DY1845_MARKER: DD = SURVEY DISK
 DY1845_SETTING: 0 = UNSPECIFIED SETTING
 DY1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1845
 DY1845  HISTORY     - Date     Condition        Report By
 DY1845  HISTORY     - UNK      MONUMENTED       CA1980
 DY1845  HISTORY     - 1968     GOOD             CA1980
 DY1845
 DY1845                          STATION DESCRIPTION
 DY1845
 DY1845'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1845'AT WILMINGTON.
 DY1845'STANDARD SURVEY MONUMENT, 12 FEET WEST OF EAST CURB OF
 DY1845'WILMINGTON-SAN PEDRO ROAD, 13.5 FEET NORTHERLY OF SOUTHEAST
 DY1845'CORNER OF UNDERPASS FOR RAILROAD TRACK TO UNION OIL COMPANY
 DY1845'AND 0.24 MILES SOUTHWEST OF FIGUEROA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1844 ***********************************************************************
 DY1844  DESIGNATION -  24 01580 C OF LA
 DY1844  PID         -  DY1844
 DY1844  STATE/COUNTY-  CA/LOS ANGELES
 DY1844  USGS QUAD   -  TORRANCE (1981)
 DY1844
 DY1844                         *CURRENT SURVEY CONTROL
 DY1844  ___________________________________________________________________
 DY1844* NAD 83(1986)-  33 46 07.     (N)    118 16 51.     (W)     SCALED    
 DY1844* NAVD 88     -         3.20   (+/-2cm)      10.5    (feet)  VERTCON   
 DY1844  ___________________________________________________________________
 DY1844  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1844  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1844
 DY1844.The horizontal coordinates were scaled from a topographic map and have
 DY1844.an estimated accuracy of +/- 6 seconds.
 DY1844
 DY1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1844.The vertical order pertains to the NGVD 29 superseded value.
 DY1844
 DY1844.The geoid height was determined by GEOID03.
 DY1844
 DY1844;                    North         East    Units  Estimated Accuracy
 DY1844;SPC CA 5     -   529,830.    1,973,980.      MT  (+/- 180 meters Scaled)
 DY1844
 DY1844                          SUPERSEDED SURVEY CONTROL
 DY1844
 DY1844  NGVD 29 (??/??/92)    2.43   (m)            8.0    (f) COMPUTED    1 1
 DY1844
 DY1844.Superseded values are not recommended for survey control.
 DY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1844.See file dsdata.txt to determine how the superseded data were derived.
 DY1844
 DY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813372(NAD 83)
 DY1844_MARKER: DD = SURVEY DISK
 DY1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1844_SP_SET: CURB
 DY1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1844
 DY1844  HISTORY     - Date     Condition        Report By
 DY1844  HISTORY     - UNK      MONUMENTED       CA1980
 DY1844  HISTORY     - 1968     GOOD             CA1980
 DY1844
 DY1844                          STATION DESCRIPTION
 DY1844
 DY1844'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1844'AT WILMINGTON.
 DY1844'STANDARD SURVEY MONUMENT AT BEGINNING OF CURVE, 12 FEET NORTHWEST
 DY1844'OF SOUTHEAST CURB OF WILMINGTON-SAN PEDRO ROAD, 0.18 MILES
 DY1844'SOUTHWEST OF CENTER LINE OF FIGUEROA STREET, 152 FEET
 DY1844'SOUTHWESTERLY OF WEST CURB LINE PRODUCED, OF ACCESS ROAD RUNNING
 DY1844'UNDER FREEWAY, TO UNION OIL COMPANY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1867 ***********************************************************************
 DY1867  DESIGNATION -  24 01590 C OF LA
 DY1867  PID         -  DY1867
 DY1867  STATE/COUNTY-  CA/LOS ANGELES
 DY1867  USGS QUAD   -  TORRANCE (1981)
 DY1867
 DY1867                         *CURRENT SURVEY CONTROL
 DY1867  ___________________________________________________________________
 DY1867* NAD 83(1986)-  33 46 13.     (N)    118 16 41.     (W)     SCALED    
 DY1867* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 DY1867  ___________________________________________________________________
 DY1867  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1867  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1867
 DY1867.The horizontal coordinates were scaled from a topographic map and have
 DY1867.an estimated accuracy of +/- 6 seconds.
 DY1867
 DY1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1867.The vertical order pertains to the NGVD 29 superseded value.
 DY1867
 DY1867.The geoid height was determined by GEOID03.
 DY1867
 DY1867;                    North         East    Units  Estimated Accuracy
 DY1867;SPC CA 5     -   530,020.    1,974,240.      MT  (+/- 180 meters Scaled)
 DY1867
 DY1867                          SUPERSEDED SURVEY CONTROL
 DY1867
 DY1867  NGVD 29 (??/??/92)    2.73   (m)            9.0    (f) COMPUTED    1 1
 DY1867
 DY1867.Superseded values are not recommended for survey control.
 DY1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1867.See file dsdata.txt to determine how the superseded data were derived.
 DY1867
 DY1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816374(NAD 83)
 DY1867_MARKER: S = SPIKE
 DY1867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1867_SP_SET: CATCH BASIN
 DY1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1867
 DY1867  HISTORY     - Date     Condition        Report By
 DY1867  HISTORY     - UNK      MONUMENTED       CA1980
 DY1867  HISTORY     - 1968     GOOD             CA1980
 DY1867
 DY1867                          STATION DESCRIPTION
 DY1867
 DY1867'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1867'AT WILMINGTON.
 DY1867'SQUARE SPIKE IN WEST CURB OF FIGUEROA STREET, 25.5 FEET NORTH OF
 DY1867'THE BEGINNING OF CURB RETURN NORTH OF B STREET, OPPOSITE TRAFFIC
 DY1867'ISLAND, IN THE TOP OF CATCH BASIN, AT NORTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1178 ***********************************************************************
 DY1178  DESIGNATION -  24 02448 C OF LA
 DY1178  PID         -  DY1178
 DY1178  STATE/COUNTY-  CA/LOS ANGELES
 DY1178  USGS QUAD   -  SAN PEDRO (1981)
 DY1178
 DY1178                         *CURRENT SURVEY CONTROL
 DY1178  ___________________________________________________________________
 DY1178* NAD 83(1986)-  33 44 21.     (N)    118 16 17.     (W)     SCALED    
 DY1178* NAVD 88     -         4.47   (+/-2cm)      14.7    (feet)  VERTCON   
 DY1178  ___________________________________________________________________
 DY1178  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1178  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1178
 DY1178.The horizontal coordinates were scaled from a topographic map and have
 DY1178.an estimated accuracy of +/- 6 seconds.
 DY1178
 DY1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1178.The vertical order pertains to the NGVD 29 superseded value.
 DY1178
 DY1178.The geoid height was determined by GEOID03.
 DY1178
 DY1178;                    North         East    Units  Estimated Accuracy
 DY1178;SPC CA 5     -   526,560.    1,974,850.      MT  (+/- 180 meters Scaled)
 DY1178
 DY1178                          SUPERSEDED SURVEY CONTROL
 DY1178
 DY1178  NGVD 29 (??/??/92)    3.70   (m)           12.1    (f) COMPUTED    1 1
 DY1178
 DY1178.Superseded values are not recommended for survey control.
 DY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1178.See file dsdata.txt to determine how the superseded data were derived.
 DY1178
 DY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT822339(NAD 83)
 DY1178_MARKER: S = SPIKE
 DY1178_SETTING: 0 = UNSPECIFIED SETTING
 DY1178_STAMPING: 24-02448
 DY1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1178
 DY1178  HISTORY     - Date     Condition        Report By
 DY1178  HISTORY     - UNK      MONUMENTED       RBNF
 DY1178
 DY1178                          STATION DESCRIPTION
 DY1178
 DY1178'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 DY1178'IN SAN PEDRO.
 DY1178'WIRE SPIKE IN SOUTHEAST CORNER OF WETWELL STRUCTURE INSIDE SEWER
 DY1178'PUMPRAG PLANT AT NORTHWEST CORNER OF SEASIDE AVENUE AND TERMINAL WAY,
 DY1178'28 FEET NORTHWEST CORNER OF CHAIN LINK FENCER ENALOSING TRANSFORMER
 DY1178'PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1151 ***********************************************************************
 DY1151  DESIGNATION -  24 02450 C OF LA
 DY1151  PID         -  DY1151
 DY1151  STATE/COUNTY-  CA/LOS ANGELES
 DY1151  USGS QUAD   -  SAN PEDRO (1981)
 DY1151
 DY1151                         *CURRENT SURVEY CONTROL
 DY1151  ___________________________________________________________________
 DY1151* NAD 83(1986)-  33 44 22.     (N)    118 16 21.     (W)     SCALED    
 DY1151* NAVD 88     -         4.42   (+/-2cm)      14.5    (feet)  VERTCON   
 DY1151  ___________________________________________________________________
 DY1151  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1151  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1151
 DY1151.The horizontal coordinates were scaled from a topographic map and have
 DY1151.an estimated accuracy of +/- 6 seconds.
 DY1151
 DY1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1151.The vertical order pertains to the NGVD 29 superseded value.
 DY1151
 DY1151.The geoid height was determined by GEOID03.
 DY1151
 DY1151;                    North         East    Units  Estimated Accuracy
 DY1151;SPC CA 5     -   526,600.    1,974,750.      MT  (+/- 180 meters Scaled)
 DY1151
 DY1151                          SUPERSEDED SURVEY CONTROL
 DY1151
 DY1151  NGVD 29 (??/??/92)    3.650  (m)           11.97   (f) ADJ UNCH    1 2
 DY1151
 DY1151.Superseded values are not recommended for survey control.
 DY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1151.See file dsdata.txt to determine how the superseded data were derived.
 DY1151
 DY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821339(NAD 83)
 DY1151_MARKER: S = SPIKE
 DY1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1151_SP_SET: SEWER PUMPING
 DY1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1151
 DY1151  HISTORY     - Date     Condition        Report By
 DY1151  HISTORY     - UNK      MONUMENTED       CA1980
 DY1151  HISTORY     - 1968     GOOD             CA1980
 DY1151
 DY1151                          STATION DESCRIPTION
 DY1151
 DY1151'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1151'AT SAN PEDRO.
 DY1151'CUT SPIKE AT SOUTHWEST CORNER INTAKE PIT AT SEWER PUMPING PLANT,
 DY1151'25 FEET NORTH OF TERMINAL WAY, 130 FEET WEST OF DOCK STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1869 ***********************************************************************
 DY1869  DESIGNATION -  24 02580 C OF LA
 DY1869  PID         -  DY1869
 DY1869  STATE/COUNTY-  CA/LOS ANGELES
 DY1869  USGS QUAD   -  TORRANCE (1981)
 DY1869
 DY1869                         *CURRENT SURVEY CONTROL
 DY1869  ___________________________________________________________________
 DY1869* NAD 83(1986)-  33 46 18.     (N)    118 16 42.     (W)     SCALED    
 DY1869* NAVD 88     -         5.20   (+/-2cm)      17.1    (feet)  VERTCON   
 DY1869  ___________________________________________________________________
 DY1869  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1869  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1869
 DY1869.The horizontal coordinates were scaled from a topographic map and have
 DY1869.an estimated accuracy of +/- 6 seconds.
 DY1869
 DY1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1869.The vertical order pertains to the NGVD 29 superseded value.
 DY1869
 DY1869.The geoid height was determined by GEOID03.
 DY1869
 DY1869;                    North         East    Units  Estimated Accuracy
 DY1869;SPC CA 5     -   530,170.    1,974,220.      MT  (+/- 180 meters Scaled)
 DY1869
 DY1869                          SUPERSEDED SURVEY CONTROL
 DY1869
 DY1869  NGVD 29 (??/??/92)    4.43   (m)           14.5    (f) COMPUTED    1 1
 DY1869
 DY1869.Superseded values are not recommended for survey control.
 DY1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1869.See file dsdata.txt to determine how the superseded data were derived.
 DY1869
 DY1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816375(NAD 83)
 DY1869_MARKER: Z = SEE DESCRIPTION
 DY1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1869+STABILITY: SURFACE MOTION
 DY1869
 DY1869  HISTORY     - Date     Condition        Report By
 DY1869  HISTORY     - UNK      MONUMENTED       CA1980
 DY1869  HISTORY     - 1968     GOOD             CA1980
 DY1869
 DY1869                          STATION DESCRIPTION
 DY1869
 DY1869'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1869'AT WILMINGTON.
 DY1869'STANDARD SURVEY MONUMENT ON CENTER LINE INTERSECTION OF FIGUEROA
 DY1869'STREET AND C STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1871 ***********************************************************************
 DY1871  DESIGNATION -  24 02610 C OF LA
 DY1871  PID         -  DY1871
 DY1871  STATE/COUNTY-  CA/LOS ANGELES
 DY1871  USGS QUAD   -  TORRANCE (1981)
 DY1871
 DY1871                         *CURRENT SURVEY CONTROL
 DY1871  ___________________________________________________________________
 DY1871* NAD 83(1986)-  33 46 26.     (N)    118 16 43.     (W)     SCALED    
 DY1871* NAVD 88     -         9.06   (+/-2cm)      29.7    (feet)  VERTCON   
 DY1871  ___________________________________________________________________
 DY1871  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1871  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1871
 DY1871.The horizontal coordinates were scaled from a topographic map and have
 DY1871.an estimated accuracy of +/- 6 seconds.
 DY1871
 DY1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1871.The vertical order pertains to the NGVD 29 superseded value.
 DY1871
 DY1871.The geoid height was determined by GEOID03.
 DY1871
 DY1871;                    North         East    Units  Estimated Accuracy
 DY1871;SPC CA 5     -   530,420.    1,974,190.      MT  (+/- 180 meters Scaled)
 DY1871
 DY1871                          SUPERSEDED SURVEY CONTROL
 DY1871
 DY1871  NGVD 29 (??/??/92)    8.29   (m)           27.2    (f) COMPUTED    1 1
 DY1871
 DY1871.Superseded values are not recommended for survey control.
 DY1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1871.See file dsdata.txt to determine how the superseded data were derived.
 DY1871
 DY1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816378(NAD 83)
 DY1871_MARKER: S = SPIKE
 DY1871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1871_SP_SET: CURB
 DY1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1871
 DY1871  HISTORY     - Date     Condition        Report By
 DY1871  HISTORY     - UNK      MONUMENTED       CA1980
 DY1871  HISTORY     - 1968     GOOD             CA1980
 DY1871
 DY1871                          STATION DESCRIPTION
 DY1871
 DY1871'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1871'AT WILMINGTON.
 DY1871'WIRE SPIKE IN TOP OF THE EAST CURB OF FIGUEROA STREET, 0.5 FEET
 DY1871'NORTH OF BEGINNING OF CURB RETURN, NORTH OF E STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1872 ***********************************************************************
 DY1872  DESIGNATION -  24 02640 C OF LA
 DY1872  PID         -  DY1872
 DY1872  STATE/COUNTY-  CA/LOS ANGELES
 DY1872  USGS QUAD   -  TORRANCE (1981)
 DY1872
 DY1872                         *CURRENT SURVEY CONTROL
 DY1872  ___________________________________________________________________
 DY1872* NAD 83(1986)-  33 46 30.     (N)    118 16 43.     (W)     SCALED    
 DY1872* NAVD 88     -        10.53   (+/-2cm)      34.5    (feet)  VERTCON   
 DY1872  ___________________________________________________________________
 DY1872  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1872  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1872
 DY1872.The horizontal coordinates were scaled from a topographic map and have
 DY1872.an estimated accuracy of +/- 6 seconds.
 DY1872
 DY1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1872.The vertical order pertains to the NGVD 29 superseded value.
 DY1872
 DY1872.The geoid height was determined by GEOID03.
 DY1872
 DY1872;                    North         East    Units  Estimated Accuracy
 DY1872;SPC CA 5     -   530,540.    1,974,190.      MT  (+/- 180 meters Scaled)
 DY1872
 DY1872                          SUPERSEDED SURVEY CONTROL
 DY1872
 DY1872  NGVD 29 (??/??/92)    9.76   (m)           32.0    (f) COMPUTED    1 1
 DY1872
 DY1872.Superseded values are not recommended for survey control.
 DY1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1872.See file dsdata.txt to determine how the superseded data were derived.
 DY1872
 DY1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816379(NAD 83)
 DY1872_MARKER: S = SPIKE
 DY1872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1872_SP_SET: CURB
 DY1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1872
 DY1872  HISTORY     - Date     Condition        Report By
 DY1872  HISTORY     - UNK      MONUMENTED       CA1980
 DY1872  HISTORY     - 1968     GOOD             CA1980
 DY1872
 DY1872                          STATION DESCRIPTION
 DY1872
 DY1872'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1872'AT WILMINGTON.
 DY1872'SQUARE SPIKE IN TOP OF THE EAST CURB OF FIGUEROA STREET, 10
 DY1872'FEET NORTH OF BEGINNING OF CURB RETURN NORTH OF F STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1873 ***********************************************************************
 DY1873  DESIGNATION -  24 02650 C OF LA
 DY1873  PID         -  DY1873
 DY1873  STATE/COUNTY-  CA/LOS ANGELES
 DY1873  USGS QUAD   -  TORRANCE (1981)
 DY1873
 DY1873                         *CURRENT SURVEY CONTROL
 DY1873  ___________________________________________________________________
 DY1873* NAD 83(1986)-  33 46 33.     (N)    118 16 45.     (W)     SCALED    
 DY1873* NAVD 88     -        10.86   (+/-2cm)      35.6    (feet)  VERTCON   
 DY1873  ___________________________________________________________________
 DY1873  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1873  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1873
 DY1873.The horizontal coordinates were scaled from a topographic map and have
 DY1873.an estimated accuracy of +/- 6 seconds.
 DY1873
 DY1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1873.The vertical order pertains to the NGVD 29 superseded value.
 DY1873
 DY1873.The geoid height was determined by GEOID03.
 DY1873
 DY1873;                    North         East    Units  Estimated Accuracy
 DY1873;SPC CA 5     -   530,630.    1,974,140.      MT  (+/- 180 meters Scaled)
 DY1873
 DY1873                          SUPERSEDED SURVEY CONTROL
 DY1873
 DY1873  NGVD 29 (??/??/92)   10.09   (m)           33.1    (f) COMPUTED    1 1
 DY1873
 DY1873.Superseded values are not recommended for survey control.
 DY1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1873.See file dsdata.txt to determine how the superseded data were derived.
 DY1873
 DY1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815380(NAD 83)
 DY1873_MARKER: S = SPIKE
 DY1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1873_SP_SET: CURB
 DY1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1873
 DY1873  HISTORY     - Date     Condition        Report By
 DY1873  HISTORY     - UNK      MONUMENTED       CA1980
 DY1873  HISTORY     - 1968     GOOD             CA1980
 DY1873
 DY1873                          STATION DESCRIPTION
 DY1873
 DY1873'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1873'AT WILMINGTON.
 DY1873'SQUARE SPIKE IN TOP OF THE WEST CURB OF FIGUEROA STREET, 44.5
 DY1873'FEET NORTH OF CENTER LINE, PRODUCED, OF ARABIC STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1874 ***********************************************************************
 DY1874  DESIGNATION -  24 02660 C OF LA
 DY1874  PID         -  DY1874
 DY1874  STATE/COUNTY-  CA/LOS ANGELES
 DY1874  USGS QUAD   -  TORRANCE (1981)
 DY1874
 DY1874                         *CURRENT SURVEY CONTROL
 DY1874  ___________________________________________________________________
 DY1874* NAD 83(1986)-  33 46 37.     (N)    118 16 45.     (W)     SCALED    
 DY1874* NAVD 88     -        11.70   (+/-2cm)      38.4    (feet)  VERTCON   
 DY1874  ___________________________________________________________________
 DY1874  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1874  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1874
 DY1874.The horizontal coordinates were scaled from a topographic map and have
 DY1874.an estimated accuracy of +/- 6 seconds.
 DY1874
 DY1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1874.The vertical order pertains to the NGVD 29 superseded value.
 DY1874
 DY1874.The geoid height was determined by GEOID03.
 DY1874
 DY1874;                    North         East    Units  Estimated Accuracy
 DY1874;SPC CA 5     -   530,760.    1,974,140.      MT  (+/- 180 meters Scaled)
 DY1874
 DY1874                          SUPERSEDED SURVEY CONTROL
 DY1874
 DY1874  NGVD 29 (??/??/92)   10.93   (m)           35.9    (f) COMPUTED    1 1
 DY1874
 DY1874.Superseded values are not recommended for survey control.
 DY1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1874.See file dsdata.txt to determine how the superseded data were derived.
 DY1874
 DY1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815381(NAD 83)
 DY1874_MARKER: S = SPIKE
 DY1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1874_SP_SET: CURB
 DY1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1874
 DY1874  HISTORY     - Date     Condition        Report By
 DY1874  HISTORY     - UNK      MONUMENTED       CA1980
 DY1874  HISTORY     - 1968     GOOD             CA1980
 DY1874
 DY1874                          STATION DESCRIPTION
 DY1874
 DY1874'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1874'AT WILMINGTON.
 DY1874'WIRE SPIKE IN TOP OF THE EAST CURB OF FIGUEROA STREET, 5 FEET
 DY1874'NORTH OF BEGINNING OF CURB RETURN NORTH OF G STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1778 ***********************************************************************
 DY1778  DESIGNATION -  24 03005 C OF LA
 DY1778  PID         -  DY1778
 DY1778  STATE/COUNTY-  CA/LOS ANGELES
 DY1778  USGS QUAD   -  TORRANCE (1981)
 DY1778
 DY1778                         *CURRENT SURVEY CONTROL
 DY1778  ___________________________________________________________________
 DY1778* NAD 83(1986)-  33 46 45.     (N)    118 16 26.     (W)     SCALED    
 DY1778* NAVD 88     -         9.59   (+/-2cm)      31.5    (feet)  VERTCON   
 DY1778  ___________________________________________________________________
 DY1778  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1778  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1778
 DY1778.The horizontal coordinates were scaled from a topographic map and have
 DY1778.an estimated accuracy of +/- 6 seconds.
 DY1778
 DY1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1778.The vertical order pertains to the NGVD 29 superseded value.
 DY1778
 DY1778.The geoid height was determined by GEOID03.
 DY1778
 DY1778;                    North         East    Units  Estimated Accuracy
 DY1778;SPC CA 5     -   531,000.    1,974,630.      MT  (+/- 180 meters Scaled)
 DY1778
 DY1778                          SUPERSEDED SURVEY CONTROL
 DY1778
 DY1778  NGVD 29 (??/??/92)    8.81   (m)           28.9    (f) COMPUTED    1 1
 DY1778
 DY1778.Superseded values are not recommended for survey control.
 DY1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1778.See file dsdata.txt to determine how the superseded data were derived.
 DY1778
 DY1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT820384(NAD 83)
 DY1778_MARKER: S = SPIKE
 DY1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1778_SP_SET: CURB
 DY1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1778
 DY1778  HISTORY     - Date     Condition        Report By
 DY1778  HISTORY     - UNK      MONUMENTED       CA1980
 DY1778  HISTORY     - 1971     GOOD             CA1980
 DY1778
 DY1778                          STATION DESCRIPTION
 DY1778
 DY1778'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1778'IN WILMINGTON.
 DY1778'WIRE SPIKE IN THE WEST CURB OF WILMINGTON BOULEVARD, 4 FEET
 DY1778'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF ANAHEIM STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1881 ***********************************************************************
 DY1881  DESIGNATION -  24 03730 C OF LA
 DY1881  PID         -  DY1881
 DY1881  STATE/COUNTY-  CA/LOS ANGELES
 DY1881  USGS QUAD   -  TORRANCE (1981)
 DY1881
 DY1881                         *CURRENT SURVEY CONTROL
 DY1881  ___________________________________________________________________
 DY1881* NAD 83(1986)-  33 46 44.     (N)    118 17 21.     (W)     SCALED    
 DY1881* NAVD 88     -        10.29   (+/-2cm)      33.8    (feet)  VERTCON   
 DY1881  ___________________________________________________________________
 DY1881  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1881  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1881
 DY1881.The horizontal coordinates were scaled from a topographic map and have
 DY1881.an estimated accuracy of +/- 6 seconds.
 DY1881
 DY1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1881.The vertical order pertains to the NGVD 29 superseded value.
 DY1881
 DY1881.The geoid height was determined by GEOID03.
 DY1881
 DY1881;                    North         East    Units  Estimated Accuracy
 DY1881;SPC CA 5     -   530,980.    1,973,220.      MT  (+/- 180 meters Scaled)
 DY1881
 DY1881                          SUPERSEDED SURVEY CONTROL
 DY1881
 DY1881  NGVD 29 (??/??/92)    9.52   (m)           31.2    (f) COMPUTED    1 1
 DY1881
 DY1881.Superseded values are not recommended for survey control.
 DY1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1881.See file dsdata.txt to determine how the superseded data were derived.
 DY1881
 DY1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806383(NAD 83)
 DY1881_MARKER: Z = SEE DESCRIPTION
 DY1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1881+STABILITY: SURFACE MOTION
 DY1881
 DY1881  HISTORY     - Date     Condition        Report By
 DY1881  HISTORY     - UNK      MONUMENTED       CA1980
 DY1881  HISTORY     - 1968     GOOD             CA1980
 DY1881
 DY1881                          STATION DESCRIPTION
 DY1881
 DY1881'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1881'0.7 MI W FROM WILMINGTON.
 DY1881'STANDARD SURVEY MONUMENT ON CENTER LINE OF ANAHEIM STREET, 0.2
 DY1881'MILES WEST OF FIRST POINT OF INTERSECTION WEST OF FIGUEROA STREET,
 DY1881'10 FEET WEST OF WEST GATE TO UNION OIL COMPANY TANK FARM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1880 ***********************************************************************
 DY1880  DESIGNATION -  24 03750 C OF LA
 DY1880  PID         -  DY1880
 DY1880  STATE/COUNTY-  CA/LOS ANGELES
 DY1880  USGS QUAD   -  TORRANCE (1981)
 DY1880
 DY1880                         *CURRENT SURVEY CONTROL
 DY1880  ___________________________________________________________________
 DY1880* NAD 83(1986)-  33 46 44.     (N)    118 17 21.     (W)     SCALED    
 DY1880* NAVD 88     -        14.33   (+/-2cm)      47.0    (feet)  VERTCON   
 DY1880  ___________________________________________________________________
 DY1880  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1880  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1880
 DY1880.The horizontal coordinates were scaled from a topographic map and have
 DY1880.an estimated accuracy of +/- 6 seconds.
 DY1880
 DY1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1880.The vertical order pertains to the NGVD 29 superseded value.
 DY1880
 DY1880.The geoid height was determined by GEOID03.
 DY1880
 DY1880;                    North         East    Units  Estimated Accuracy
 DY1880;SPC CA 5     -   530,980.    1,973,220.      MT  (+/- 180 meters Scaled)
 DY1880
 DY1880                          SUPERSEDED SURVEY CONTROL
 DY1880
 DY1880  NGVD 29 (??/??/92)   13.56   (m)           44.5    (f) COMPUTED    1 1
 DY1880
 DY1880.Superseded values are not recommended for survey control.
 DY1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1880.See file dsdata.txt to determine how the superseded data were derived.
 DY1880
 DY1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806383(NAD 83)
 DY1880_MARKER: S = SPIKE
 DY1880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1880_SP_SET: CULVERT
 DY1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1880
 DY1880  HISTORY     - Date     Condition        Report By
 DY1880  HISTORY     - UNK      MONUMENTED       CA1980
 DY1880  HISTORY     - 1968     GOOD             CA1980
 DY1880
 DY1880                          STATION DESCRIPTION
 DY1880
 DY1880'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1880'NEAR WILMINGTON.
 DY1880'CUT SPIKE IN TOP OF CULVERT HEADWALL AT EAST END, 30 FEET
 DY1880'SOUTH OF CENTER LINE OF ANAHEIM STREET, 210 FEET WEST OF END OF
 DY1880'FIRST CURVE WEST OF FIGUEROA STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1878 ***********************************************************************
 DY1878  DESIGNATION -  24 03790
 DY1878  PID         -  DY1878
 DY1878  STATE/COUNTY-  CA/LOS ANGELES
 DY1878  USGS QUAD   -  TORRANCE (1981)
 DY1878
 DY1878                         *CURRENT SURVEY CONTROL
 DY1878  ___________________________________________________________________
 DY1878* NAD 83(1986)-  33 46 42.     (N)    118 17 12.     (W)     SCALED    
 DY1878* NAVD 88     -        10.718  (meters)      35.16   (feet)  ADJUSTED  
 DY1878  ___________________________________________________________________
 DY1878  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1878  DYNAMIC HT  -          10.707 (meters)      35.13  (feet)  COMP
 DY1878  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 DY1878
 DY1878  VERT ORDER  -  FIRST     CLASS I
 DY1878
 DY1878.The horizontal coordinates were scaled from a topographic map and have
 DY1878.an estimated accuracy of +/- 6 seconds.
 DY1878
 DY1878.The orthometric height was determined by differential leveling
 DY1878.and adjusted in June 1991.
 DY1878
 DY1878.The geoid height was determined by GEOID03.
 DY1878
 DY1878.The dynamic height is computed by dividing the NAVD 88
 DY1878.geopotential number by the normal gravity value computed on the
 DY1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1878.degrees latitude (g = 980.6199 gals.).
 DY1878
 DY1878.The modeled gravity was interpolated from observed gravity values.
 DY1878
 DY1878;                    North         East    Units  Estimated Accuracy
 DY1878;SPC CA 5     -   530,910.    1,973,450.      MT  (+/- 180 meters Scaled)
 DY1878
 DY1878                          SUPERSEDED SURVEY CONTROL
 DY1878
 DY1878  NGVD 29 (??/??/92)    9.953  (m)           32.65   (f) ADJ UNCH    1 1
 DY1878
 DY1878.Superseded values are not recommended for survey control.
 DY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1878.See file dsdata.txt to determine how the superseded data were derived.
 DY1878
 DY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808383(NAD 83)
 DY1878_MARKER: S = SPIKE
 DY1878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1878_SP_SET: CURB
 DY1878_MARK LOGO: CA1980
 DY1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1878+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1989
 DY1878
 DY1878  HISTORY     - Date     Condition        Report By
 DY1878  HISTORY     - UNK      MONUMENTED       CA1980
 DY1878  HISTORY     - 1968     GOOD             CA1980
 DY1878  HISTORY     - 1976     GOOD             NGS
 DY1878  HISTORY     - 1978     GOOD             NGS
 DY1878  HISTORY     - 19890601 GOOD             NGS
 DY1878  HISTORY     - 19940721 MARK NOT FOUND   NGS
 DY1878
 DY1878                          STATION DESCRIPTION
 DY1878
 DY1878'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1878'NEAR WILMINGTON.
 DY1878'WIRE SPIKE IN TOP OF THE SOUTH CURB OF ANAHEIM STREET, 6 FEET
 DY1878'WEST OF CURB ANGLE POINT EAST OF ENTRANCE TO UNION OIL COMPANY
 DY1878'REFINERY AT 1660 ANAHEIM STREET.
 DY1878
 DY1878                          STATION RECOVERY (1976)
 DY1878
 DY1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1878'AT LOS ANGELES, WILMINGTON AREA, 1660 W ANAHEIM STREET, AT MAIN
 DY1878'GATE ENTRANCE TO UNION 76 REFINERY, IN TOP OF SOUTH CURB OF STREET,
 DY1878'6.0 FT WEST OF CURB ANGLE POINT AT ENTRANCE, 6.5 FT EST OF A FIRE
 DY1878'HYDRANT.
 DY1878
 DY1878                          STATION RECOVERY (1978)
 DY1878
 DY1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1878'AT LOS ANGELES, WILMINGTON AREA, 1660 WEST ANAHEIM STREET, AT MAIN
 DY1878'GATE ENTRANCE TO UNION 76 REFINERY, IN TOP OF SOUTH CURB OF STREET,
 DY1878'6.0 FT. WEST OF CURB ANGLE POINT AT ENTRANCE, 6.5 FT. EAST OF A FIRE
 DY1878'HYDRANT.
 DY1878
 DY1878                          STATION RECOVERY (1989)
 DY1878
 DY1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1878'RECOVERED IN GOOD CONDITION.
 DY1878
 DY1878                          STATION RECOVERY (1994)
 DY1878
 DY1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1878'THE CURB AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 DY1878'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1876 ***********************************************************************
 DY1876  DESIGNATION -  24 03830 C OF LA
 DY1876  PID         -  DY1876
 DY1876  STATE/COUNTY-  CA/LOS ANGELES
 DY1876  USGS QUAD   -  TORRANCE (1981)
 DY1876
 DY1876                         *CURRENT SURVEY CONTROL
 DY1876  ___________________________________________________________________
 DY1876* NAD 83(1986)-  33 46 44.     (N)    118 16 55.     (W)     SCALED    
 DY1876* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 DY1876  ___________________________________________________________________
 DY1876  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1876  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1876
 DY1876.The horizontal coordinates were scaled from a topographic map and have
 DY1876.an estimated accuracy of +/- 6 seconds.
 DY1876
 DY1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1876.The vertical order pertains to the NGVD 29 superseded value.
 DY1876
 DY1876.The geoid height was determined by GEOID03.
 DY1876
 DY1876;                    North         East    Units  Estimated Accuracy
 DY1876;SPC CA 5     -   530,970.    1,973,880.      MT  (+/- 180 meters Scaled)
 DY1876
 DY1876                          SUPERSEDED SURVEY CONTROL
 DY1876
 DY1876  NGVD 29 (??/??/92)    6.47   (m)           21.2    (f) COMPUTED    1 1
 DY1876
 DY1876.Superseded values are not recommended for survey control.
 DY1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1876.See file dsdata.txt to determine how the superseded data were derived.
 DY1876
 DY1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813383(NAD 83)
 DY1876_MARKER: DD = SURVEY DISK
 DY1876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1876_SP_SET: CULVERT
 DY1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1876
 DY1876  HISTORY     - Date     Condition        Report By
 DY1876  HISTORY     - UNK      MONUMENTED       CA1980
 DY1876  HISTORY     - 1968     GOOD             CA1980
 DY1876
 DY1876                          STATION DESCRIPTION
 DY1876
 DY1876'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1876'AT WILMINGTON.
 DY1876'STANDARD CITY BENCH MARK DISC IN TOP OF HEADWALL TO CULVERT, 6
 DY1876'FEET WEST OF EAST END, 118 FEET NORTH OF NORTH EDGE OF PAVEMENT
 DY1876'IN ANAHEIM STREET, ABOUT 200 FEET WEST OF CENTER LINE OF I STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1775 ***********************************************************************
 DY1775  DESIGNATION -  24 03880
 DY1775  PID         -  DY1775
 DY1775  STATE/COUNTY-  CA/LOS ANGELES
 DY1775  USGS QUAD   -  TORRANCE (1981)
 DY1775
 DY1775                         *CURRENT SURVEY CONTROL
 DY1775  ___________________________________________________________________
 DY1775* NAD 83(1986)-  33 46 44.     (N)    118 16 49.     (W)     SCALED    
 DY1775* NAVD 88     -        12.464  (meters)      40.89   (feet)  ADJUSTED  
 DY1775  ___________________________________________________________________
 DY1775  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1775  DYNAMIC HT  -          12.452 (meters)      40.85  (feet)  COMP
 DY1775  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 DY1775  OBS GRAVITY -     979,609.7   (mgal)                       GRAV_OBS
 DY1775
 DY1775  VERT ORDER  -  FIRST     CLASS II
 DY1775
 DY1775.The horizontal coordinates were scaled from a topographic map and have
 DY1775.an estimated accuracy of +/- 6 seconds.
 DY1775
 DY1775.The orthometric height was determined by differential leveling
 DY1775.and adjusted in June 1995.
 DY1775.WARNING-Repeat measurements at this control monument indicate possible
 DY1775.vertical movement.
 DY1775
 DY1775.The geoid height was determined by GEOID03.
 DY1775
 DY1775.The dynamic height is computed by dividing the NAVD 88
 DY1775.geopotential number by the normal gravity value computed on the
 DY1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1775.degrees latitude (g = 980.6199 gals.).
 DY1775
 DY1775.The modeled gravity was interpolated from observed gravity values.
 DY1775.The observed gravity was obtained from relative gravimeter ties
 DY1775.to the IGSN71 gravity network.
 DY1775
 DY1775;                    North         East    Units  Estimated Accuracy
 DY1775;SPC CA 5     -   530,970.    1,974,040.      MT  (+/- 180 meters Scaled)
 DY1775
 DY1775                          SUPERSEDED SURVEY CONTROL
 DY1775
 DY1775  NAVD 88 (06/15/91)   12.467  (m)           40.90   (f) UNKNOWN     1 2
 DY1775  NGVD 29 (??/??/92)   11.661  (m)           38.26   (f) ADJ UNCH    1 2
 DY1775
 DY1775.Superseded values are not recommended for survey control.
 DY1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1775.See file dsdata.txt to determine how the superseded data were derived.
 DY1775
 DY1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814383(NAD 83)
 DY1775_MARKER: S = SPIKE
 DY1775_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1775_SP_SET: CURB
 DY1775_MARK LOGO: NONE  
 DY1775_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1775+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 DY1775
 DY1775  HISTORY     - Date     Condition        Report By
 DY1775  HISTORY     - UNK      MONUMENTED       CA1980
 DY1775  HISTORY     - 1971     GOOD             CA1980
 DY1775  HISTORY     - 1976     GOOD             NGS
 DY1775  HISTORY     - 1978     GOOD             NGS
 DY1775  HISTORY     - 19890327 GOOD             NGS
 DY1775  HISTORY     - 19940721 GOOD             NGS
 DY1775  HISTORY     - 19941117 GOOD             MWDSC
 DY1775  HISTORY     - 19950406 GOOD             MWDSC
 DY1775  HISTORY     - 20060424 GOOD             CA1980
 DY1775
 DY1775                          STATION DESCRIPTION
 DY1775
 DY1775'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1775'IN WILMINGTON.
 DY1775'SQUARE SPIKE IN THE EAST CURB OF FIGUEROA STREET, 0.8 FEET
 DY1775'SOUTH OF THE BEGINNING OF CURB RETURN SOUTH OF ANAHEIM STREET.
 DY1775
 DY1775                          STATION RECOVERY (1976)
 DY1775
 DY1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1775'LOS ANGELES, WILMINGTON AREA, AT THE SOUTHEAST CORNER OF THE
 DY1775'INTERSECTION OF ANAHEIM STREET AND FIGUEROA STREET, IN TOP OF EAST
 DY1775'CURB OF FIGUEROA STREET, 0.9 FT SOUTH OF CURB RETURN SOUTH OF ANAHEIM
 DY1775'STREET.
 DY1775
 DY1775                          STATION RECOVERY (1978)
 DY1775
 DY1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1775'RECOVERED IN GOOD CONDITION.
 DY1775
 DY1775                          STATION RECOVERY (1989)
 DY1775
 DY1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1775'RECOVERED IN GOOD CONDITION.
 DY1775
 DY1775                          STATION RECOVERY (1994)
 DY1775
 DY1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1775'IN WILMINGTON AREA, AT THE INTERSECTION OF FIGUEROA AND ANAHEIM
 DY1775'STREETS, A SPIKE IN A CONCRETE CURB ON THE EAST SIDE OF FIGUEROA
 DY1775'STREET, 15.1 M (49.5 FT) SOUTH OF THE CENTERLINE OF ANAHEIM STREET,
 DY1775'9.6 M (31.5 FT) EAST OF THE CENTERLINE OF FIGUEROA STREET, 1.0 M (3.3
 DY1775'FT) SOUTHWEST OF A SIGNAL LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 DY1775'LEVEL OF FIGUEROA STREET.
 DY1775
 DY1775                          STATION RECOVERY (1994)
 DY1775
 DY1775'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 DY1775'RECOVERED AS DESCRIBED.  REF MWD FB 2519 02 020, TB 793 C6.
 DY1775
 DY1775                          STATION RECOVERY (1995)
 DY1775
 DY1775'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY1775'RECOVERED AS DESCRIBED.
 DY1775
 DY1775                          STATION RECOVERY (2006)
 DY1775
 DY1775'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 DY1775'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1779 ***********************************************************************
 DY1779  DESIGNATION -  24 03910 C OF LA
 DY1779  PID         -  DY1779
 DY1779  STATE/COUNTY-  CA/LOS ANGELES
 DY1779  USGS QUAD   -  TORRANCE (1981)
 DY1779
 DY1779                         *CURRENT SURVEY CONTROL
 DY1779  ___________________________________________________________________
 DY1779* NAD 83(1986)-  33 46 43.     (N)    118 16 35.     (W)     SCALED    
 DY1779* NAVD 88     -        11.05   (+/-2cm)      36.3    (feet)  VERTCON   
 DY1779  ___________________________________________________________________
 DY1779  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1779  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1779
 DY1779.The horizontal coordinates were scaled from a topographic map and have
 DY1779.an estimated accuracy of +/- 6 seconds.
 DY1779
 DY1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1779.The vertical order pertains to the NGVD 29 superseded value.
 DY1779
 DY1779.The geoid height was determined by GEOID03.
 DY1779
 DY1779;                    North         East    Units  Estimated Accuracy
 DY1779;SPC CA 5     -   530,940.    1,974,400.      MT  (+/- 180 meters Scaled)
 DY1779
 DY1779                          SUPERSEDED SURVEY CONTROL
 DY1779
 DY1779  NGVD 29 (??/??/92)   10.28   (m)           33.7    (f) COMPUTED    1 1
 DY1779
 DY1779.Superseded values are not recommended for survey control.
 DY1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1779.See file dsdata.txt to determine how the superseded data were derived.
 DY1779
 DY1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT818383(NAD 83)
 DY1779_MARKER: S = SPIKE
 DY1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1779_SP_SET: CURB
 DY1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1779
 DY1779  HISTORY     - Date     Condition        Report By
 DY1779  HISTORY     - UNK      MONUMENTED       CA1980
 DY1779  HISTORY     - 1971     GOOD             CA1980
 DY1779
 DY1779                          STATION DESCRIPTION
 DY1779
 DY1779'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1779'IN WILMINGTON.
 DY1779'WIRE SPIKE IN THE NORTH CURB OF ANAHEIM STREET, 6 FEET EAST OF THE
 DY1779'EAST PROPERTY LINE OF HAWAIIAN AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1780 ***********************************************************************
 DY1780  DESIGNATION -  24 03930 C OF LA
 DY1780  PID         -  DY1780
 DY1780  STATE/COUNTY-  CA/LOS ANGELES
 DY1780  USGS QUAD   -  TORRANCE (1981)
 DY1780
 DY1780                         *CURRENT SURVEY CONTROL
 DY1780  ___________________________________________________________________
 DY1780* NAD 83(1986)-  33 46 46.     (N)    118 16 21.     (W)     SCALED    
 DY1780* NAVD 88     -         9.18   (+/-2cm)      30.1    (feet)  VERTCON   
 DY1780  ___________________________________________________________________
 DY1780  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1780  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1780
 DY1780.The horizontal coordinates were scaled from a topographic map and have
 DY1780.an estimated accuracy of +/- 6 seconds.
 DY1780
 DY1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1780.The vertical order pertains to the NGVD 29 superseded value.
 DY1780
 DY1780.The geoid height was determined by GEOID03.
 DY1780
 DY1780;                    North         East    Units  Estimated Accuracy
 DY1780;SPC CA 5     -   531,030.    1,974,760.      MT  (+/- 180 meters Scaled)
 DY1780
 DY1780                          SUPERSEDED SURVEY CONTROL
 DY1780
 DY1780  NGVD 29 (??/??/92)    8.40   (m)           27.6    (f) COMPUTED    1 1
 DY1780
 DY1780.Superseded values are not recommended for survey control.
 DY1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1780.See file dsdata.txt to determine how the superseded data were derived.
 DY1780
 DY1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821384(NAD 83)
 DY1780_MARKER: S = SPIKE
 DY1780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1780_SP_SET: CURB
 DY1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1780
 DY1780  HISTORY     - Date     Condition        Report By
 DY1780  HISTORY     - UNK      MONUMENTED       CA1980
 DY1780  HISTORY     - 1971     GOOD             CA1980
 DY1780
 DY1780                          STATION DESCRIPTION
 DY1780
 DY1780'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1780'IN WILMINGTON.
 DY1780'CUT SPIKE AT THE NORTH CURB OF ANAHEIM STREET, 21 FEET WEST OF
 DY1780'THE WEST CURB LINE OF GULF AVENUE, IN THE TOP OF A CATCH BASIN,
 DY1780'AT ITS EAST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1781 ***********************************************************************
 DY1781  DESIGNATION -  24 03950 C OF LA
 DY1781  PID         -  DY1781
 DY1781  STATE/COUNTY-  CA/LOS ANGELES
 DY1781  USGS QUAD   -  TORRANCE (1981)
 DY1781
 DY1781                         *CURRENT SURVEY CONTROL
 DY1781  ___________________________________________________________________
 DY1781* NAD 83(1986)-  33 46 46.     (N)    118 16 16.     (W)     SCALED    
 DY1781* NAVD 88     -         8.58   (+/-2cm)      28.1    (feet)  VERTCON   
 DY1781  ___________________________________________________________________
 DY1781  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1781  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1781
 DY1781.The horizontal coordinates were scaled from a topographic map and have
 DY1781.an estimated accuracy of +/- 6 seconds.
 DY1781
 DY1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1781.The vertical order pertains to the NGVD 29 superseded value.
 DY1781
 DY1781.The geoid height was determined by GEOID03.
 DY1781
 DY1781;                    North         East    Units  Estimated Accuracy
 DY1781;SPC CA 5     -   531,030.    1,974,890.      MT  (+/- 180 meters Scaled)
 DY1781
 DY1781                          SUPERSEDED SURVEY CONTROL
 DY1781
 DY1781  NGVD 29 (??/??/92)    7.80   (m)           25.6    (f) COMPUTED    1 1
 DY1781
 DY1781.Superseded values are not recommended for survey control.
 DY1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1781.See file dsdata.txt to determine how the superseded data were derived.
 DY1781
 DY1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT823384(NAD 83)
 DY1781_MARKER: S = SPIKE
 DY1781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1781_SP_SET: CURB
 DY1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1781
 DY1781  HISTORY     - Date     Condition        Report By
 DY1781  HISTORY     - UNK      MONUMENTED       CA1980
 DY1781  HISTORY     - 1971     GOOD             CA1980
 DY1781
 DY1781                          STATION DESCRIPTION
 DY1781
 DY1781'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1781'IN WILMINGTON.
 DY1781'WIRE SPIKE IN THE NORTH CURB OF ANAHEIM STREET, 11 FEET EAST
 DY1781'OF THE EAST PROPERTY LINE OF MC DONALD AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1782 ***********************************************************************
 DY1782  DESIGNATION -  24 03970 C OF LA
 DY1782  PID         -  DY1782
 DY1782  STATE/COUNTY-  CA/LOS ANGELES
 DY1782  USGS QUAD   -  TORRANCE (1981)
 DY1782
 DY1782                         *CURRENT SURVEY CONTROL
 DY1782  ___________________________________________________________________
 DY1782* NAD 83(1986)-  33 46 46.     (N)    118 16 12.     (W)     SCALED    
 DY1782* NAVD 88     -         8.37   (+/-2cm)      27.5    (feet)  VERTCON   
 DY1782  ___________________________________________________________________
 DY1782  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1782  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1782
 DY1782.The horizontal coordinates were scaled from a topographic map and have
 DY1782.an estimated accuracy of +/- 6 seconds.
 DY1782
 DY1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1782.The vertical order pertains to the NGVD 29 superseded value.
 DY1782
 DY1782.The geoid height was determined by GEOID03.
 DY1782
 DY1782;                    North         East    Units  Estimated Accuracy
 DY1782;SPC CA 5     -   531,030.    1,974,990.      MT  (+/- 180 meters Scaled)
 DY1782
 DY1782                          SUPERSEDED SURVEY CONTROL
 DY1782
 DY1782  NGVD 29 (??/??/92)    7.59   (m)           24.9    (f) COMPUTED    1 1
 DY1782
 DY1782.Superseded values are not recommended for survey control.
 DY1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1782.See file dsdata.txt to determine how the superseded data were derived.
 DY1782
 DY1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT824384(NAD 83)
 DY1782_MARKER: S = SPIKE
 DY1782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1782_SP_SET: CATCH BASIN
 DY1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1782
 DY1782  HISTORY     - Date     Condition        Report By
 DY1782  HISTORY     - UNK      MONUMENTED       CA1980
 DY1782  HISTORY     - 1971     GOOD             CA1980
 DY1782
 DY1782                          STATION DESCRIPTION
 DY1782
 DY1782'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1782'IN WILMINGTON.
 DY1782'CUT SPIKE AT THE WEST CURB OF BAY VIEW AVENUE, 5 FEET NORTH OF THE
 DY1782'NORTH PROPERTY LINE OF ANAHEIM STREET, IN THE TOP OF A CATCH
 DY1782'BASIN, AT ITS SOUTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1783 ***********************************************************************
 DY1783  DESIGNATION -  24 04010 C OF LA
 DY1783  PID         -  DY1783
 DY1783  STATE/COUNTY-  CA/LOS ANGELES
 DY1783  USGS QUAD   -  TORRANCE (1981)
 DY1783
 DY1783                         *CURRENT SURVEY CONTROL
 DY1783  ___________________________________________________________________
 DY1783* NAD 83(1986)-  33 46 47.     (N)    118 16 02.     (W)     SCALED    
 DY1783* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 DY1783  ___________________________________________________________________
 DY1783  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1783  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1783
 DY1783.The horizontal coordinates were scaled from a topographic map and have
 DY1783.an estimated accuracy of +/- 6 seconds.
 DY1783
 DY1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1783.The vertical order pertains to the NGVD 29 superseded value.
 DY1783
 DY1783.The geoid height was determined by GEOID03.
 DY1783
 DY1783;                    North         East    Units  Estimated Accuracy
 DY1783;SPC CA 5     -   531,060.    1,975,250.      MT  (+/- 180 meters Scaled)
 DY1783
 DY1783                          SUPERSEDED SURVEY CONTROL
 DY1783
 DY1783  NGVD 29 (??/??/92)    7.42   (m)           24.3    (f) COMPUTED    1 1
 DY1783
 DY1783.Superseded values are not recommended for survey control.
 DY1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1783.See file dsdata.txt to determine how the superseded data were derived.
 DY1783
 DY1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT826384(NAD 83)
 DY1783_MARKER: S = SPIKE
 DY1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1783_SP_SET: CATCH BASIN
 DY1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1783
 DY1783  HISTORY     - Date     Condition        Report By
 DY1783  HISTORY     - UNK      MONUMENTED       CA1980
 DY1783  HISTORY     - 1971     GOOD             CA1980
 DY1783
 DY1783                          STATION DESCRIPTION
 DY1783
 DY1783'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1783'IN WILMINGTON.
 DY1783'CUT SPIKE AT THE EAST CURB OF LAGOON AVENUE, 16.2 FEET NORTH
 DY1783'OF THE NORTH CURB LINE OF ANAHEIM STREET, IN THE TOP OF A CATCH
 DY1783'BASIN, AT ITS SOUTH END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1785 ***********************************************************************
 DY1785  DESIGNATION -  24 04030 C OF LA
 DY1785  PID         -  DY1785
 DY1785  STATE/COUNTY-  CA/LOS ANGELES
 DY1785  USGS QUAD   -  TORRANCE (1981)
 DY1785
 DY1785                         *CURRENT SURVEY CONTROL
 DY1785  ___________________________________________________________________
 DY1785* NAD 83(1986)-  33 46 47.     (N)    118 15 52.     (W)     SCALED    
 DY1785* NAVD 88     -         7.24   (+/-2cm)      23.8    (feet)  VERTCON   
 DY1785  ___________________________________________________________________
 DY1785  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1785  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1785
 DY1785.The horizontal coordinates were scaled from a topographic map and have
 DY1785.an estimated accuracy of +/- 6 seconds.
 DY1785
 DY1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1785.The vertical order pertains to the NGVD 29 superseded value.
 DY1785
 DY1785.The geoid height was determined by GEOID03.
 DY1785
 DY1785;                    North         East    Units  Estimated Accuracy
 DY1785;SPC CA 5     -   531,060.    1,975,510.      MT  (+/- 180 meters Scaled)
 DY1785
 DY1785                          SUPERSEDED SURVEY CONTROL
 DY1785
 DY1785  NGVD 29 (??/??/92)    6.46   (m)           21.2    (f) COMPUTED    1 1
 DY1785
 DY1785.Superseded values are not recommended for survey control.
 DY1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1785.See file dsdata.txt to determine how the superseded data were derived.
 DY1785
 DY1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829384(NAD 83)
 DY1785_MARKER: S = SPIKE
 DY1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1785_SP_SET: CATCH BASIN
 DY1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1785
 DY1785  HISTORY     - Date     Condition        Report By
 DY1785  HISTORY     - UNK      MONUMENTED       CA1980
 DY1785  HISTORY     - 1971     GOOD             CA1980
 DY1785
 DY1785                          STATION DESCRIPTION
 DY1785
 DY1785'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1971
 DY1785'IN WILMINGTON.
 DY1785'CUT SPIKE AT THE NORTH CURB OF ANAHEIM STREET, 8 FEET WEST OF
 DY1785'THE WEST PROPERTY LINE OF FRIES AVENUE, IN THE TOP OF A CATCH BASIN,
 DY1785'AT ITS WEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1801 ***********************************************************************
 DY1801  DESIGNATION -  24 04130 C OF LA
 DY1801  PID         -  DY1801
 DY1801  STATE/COUNTY-  CA/LOS ANGELES
 DY1801  USGS QUAD   -  LONG BEACH (1981)
 DY1801
 DY1801                         *CURRENT SURVEY CONTROL
 DY1801  ___________________________________________________________________
 DY1801* NAD 83(1986)-  33 46 49.     (N)    118 15 01.     (W)     SCALED    
 DY1801* NAVD 88     -         3.41   (+/-2cm)      11.2    (feet)  VERTCON   
 DY1801  ___________________________________________________________________
 DY1801  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1801  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1801
 DY1801.The horizontal coordinates were scaled from a topographic map and have
 DY1801.an estimated accuracy of +/- 6 seconds.
 DY1801
 DY1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1801.The vertical order pertains to the NGVD 29 superseded value.
 DY1801
 DY1801.The geoid height was determined by GEOID03.
 DY1801
 DY1801;                    North         East    Units  Estimated Accuracy
 DY1801;SPC CA 5     -   531,120.    1,976,820.      MT  (+/- 180 meters Scaled)
 DY1801
 DY1801                          SUPERSEDED SURVEY CONTROL
 DY1801
 DY1801  NGVD 29 (??/??/92)    2.617  (m)            8.59   (f) ADJ UNCH    1 2
 DY1801
 DY1801.Superseded values are not recommended for survey control.
 DY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1801.See file dsdata.txt to determine how the superseded data were derived.
 DY1801
 DY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT842384(NAD 83)
 DY1801_MARKER: S = SPIKE
 DY1801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1801_SP_SET: CATCH BASIN
 DY1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1801+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 DY1801
 DY1801  HISTORY     - Date     Condition        Report By
 DY1801  HISTORY     - UNK      MONUMENTED       CA1980
 DY1801  HISTORY     - 1968     GOOD             CA1980
 DY1801  HISTORY     - 20080807 GOOD             GEOCAC
 DY1801
 DY1801                          STATION DESCRIPTION
 DY1801
 DY1801'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1801'AT WILMINGTON.
 DY1801'CUT SPIKE IN SOUTH CURB OF ANAHEIM STREET, 5 FEET WEST OF WEST
 DY1801'PROPERTY LINE OF PIONEER AVENUE, EAST END OF CATCH BASIN, CRACKS
 DY1801'IN THE CONCRETE IN THE IMMEDIATE VICINITY OF THE MARK WERE REPORTED
 DY1801'IN 1964.
 DY1801
 DY1801                          STATION RECOVERY (2008)
 DY1801
 DY1801'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0733 ***********************************************************************
 DY0733  DESIGNATION -  24 04590 C OF LA
 DY0733  PID         -  DY0733
 DY0733  STATE/COUNTY-  CA/LOS ANGELES
 DY0733  USGS QUAD   -  LONG BEACH (1981)
 DY0733
 DY0733                         *CURRENT SURVEY CONTROL
 DY0733  ___________________________________________________________________
 DY0733* NAD 83(1986)-  33 46 41.     (N)    118 14 30.     (W)     SCALED    
 DY0733* NAVD 88     -         0.80   (+/-2cm)       2.6    (feet)  VERTCON   
 DY0733  ___________________________________________________________________
 DY0733  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0733  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0733
 DY0733.The horizontal coordinates were scaled from a topographic map and have
 DY0733.an estimated accuracy of +/- 6 seconds.
 DY0733
 DY0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0733.The vertical order pertains to the NGVD 29 superseded value.
 DY0733
 DY0733.The geoid height was determined by GEOID03.
 DY0733
 DY0733;                    North         East    Units  Estimated Accuracy
 DY0733;SPC CA 5     -   530,870.    1,977,610.      MT  (+/- 180 meters Scaled)
 DY0733
 DY0733                          SUPERSEDED SURVEY CONTROL
 DY0733
 DY0733  NGVD 29 (??/??/92)    0.000  (m)            0.00   (f) ADJ UNCH    1 1
 DY0733
 DY0733.Superseded values are not recommended for survey control.
 DY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0733.See file dsdata.txt to determine how the superseded data were derived.
 DY0733
 DY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850382(NAD 83)
 DY0733_MARKER: S = SPIKE
 DY0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0733_SP_SET: CURB
 DY0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0733
 DY0733  HISTORY     - Date     Condition        Report By
 DY0733  HISTORY     - UNK      MONUMENTED       CA1980
 DY0733  HISTORY     - 1968     GOOD             CA1980
 DY0733
 DY0733                          STATION DESCRIPTION
 DY0733
 DY0733'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0733'AT WILMINGTON.
 DY0733'WIRE SPIKE IN WEST CURB HENRY FORD AVENUE, ABOUT 2200 FEET
 DY0733'SOUTH OF ANAHEIM STREET, OPPOSITE POWER POLE NO. 47260M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0752 ***********************************************************************
 DY0752  DESIGNATION -  24 04630 C OF LA
 DY0752  PID         -  DY0752
 DY0752  STATE/COUNTY-  CA/LOS ANGELES
 DY0752  USGS QUAD   -  LONG BEACH (1981)
 DY0752
 DY0752                         *CURRENT SURVEY CONTROL
 DY0752  ___________________________________________________________________
 DY0752* NAD 83(1986)-  33 46 26.     (N)    118 14 28.     (W)     SCALED    
 DY0752* NAVD 88     -         0.80   (+/-2cm)       2.6    (feet)  VERTCON   
 DY0752  ___________________________________________________________________
 DY0752  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0752  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0752
 DY0752.The horizontal coordinates were scaled from a topographic map and have
 DY0752.an estimated accuracy of +/- 6 seconds.
 DY0752
 DY0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0752.The vertical order pertains to the NGVD 29 superseded value.
 DY0752
 DY0752.The geoid height was determined by GEOID03.
 DY0752
 DY0752;                    North         East    Units  Estimated Accuracy
 DY0752;SPC CA 5     -   530,410.    1,977,670.      MT  (+/- 180 meters Scaled)
 DY0752
 DY0752                          SUPERSEDED SURVEY CONTROL
 DY0752
 DY0752  NGVD 29 (??/??/92)    0.000  (m)            0.00   (f) ADJ UNCH    1 1
 DY0752
 DY0752.Superseded values are not recommended for survey control.
 DY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0752.See file dsdata.txt to determine how the superseded data were derived.
 DY0752
 DY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT850377(NAD 83)
 DY0752_MARKER: S = SPIKE
 DY0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0752_SP_SET: RETAINING WALL
 DY0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0752
 DY0752  HISTORY     - Date     Condition        Report By
 DY0752  HISTORY     - UNK      MONUMENTED       CA1980
 DY0752  HISTORY     - 1968     GOOD             CA1980
 DY0752
 DY0752                          STATION DESCRIPTION
 DY0752
 DY0752'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0752'AT WILMINGTON.
 DY0752'WIRE SPIKE IN THE TOP OF A CONCRETE RETAINING WALL, 9.1 FEET
 DY0752'SOUTH OF ITS NORTH END, AT WEST SIDE OF TERMINAL ISLAND FREEWAY
 DY0752'EMBANKMENT, 0.49 MILES NORTH OF CERRITOS CHANNEL, 0.51 MILES
 DY0752'SOUTH OF ANAHEIM STREET, 60 FEET EAST OF CENTER LINE HENRY FORD
 DY0752'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0745 ***********************************************************************
 DY0745  DESIGNATION -  24 04820 C OF LA
 DY0745  PID         -  DY0745
 DY0745  STATE/COUNTY-  CA/LOS ANGELES
 DY0745  USGS QUAD   -  LONG BEACH (1981)
 DY0745
 DY0745                         *CURRENT SURVEY CONTROL
 DY0745  ___________________________________________________________________
 DY0745* NAD 83(1986)-  33 45 42.     (N)    118 14 26.     (W)     SCALED    
 DY0745* NAVD 88     -         0.80   (+/-2cm)       2.6    (feet)  VERTCON   
 DY0745  ___________________________________________________________________
 DY0745  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0745  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0745
 DY0745.The horizontal coordinates were scaled from a topographic map and have
 DY0745.an estimated accuracy of +/- 6 seconds.
 DY0745
 DY0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0745.The vertical order pertains to the NGVD 29 superseded value.
 DY0745
 DY0745.The geoid height was determined by GEOID03.
 DY0745
 DY0745;                    North         East    Units  Estimated Accuracy
 DY0745;SPC CA 5     -   529,050.    1,977,710.      MT  (+/- 180 meters Scaled)
 DY0745
 DY0745                          SUPERSEDED SURVEY CONTROL
 DY0745
 DY0745  NGVD 29 (??/??/92)    0.000  (m)            0.00   (f) ADJ UNCH    1 1
 DY0745
 DY0745.Superseded values are not recommended for survey control.
 DY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0745.See file dsdata.txt to determine how the superseded data were derived.
 DY0745
 DY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851364(NAD 83)
 DY0745_MARKER: S = SPIKE
 DY0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0745_SP_SET: BRIDGE
 DY0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0745
 DY0745  HISTORY     - Date     Condition        Report By
 DY0745  HISTORY     - UNK      MONUMENTED       CA1980
 DY0745  HISTORY     - 1968     GOOD             CA1980
 DY0745
 DY0745                          STATION DESCRIPTION
 DY0745
 DY0745'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0745'AT LONG BEACH.
 DY0745'WIRE SPIKE IN TOP OF THE NORTH CURB OF ON-RAMP TO STATE HIGHWAY
 DY0745'BRIDGE, 4.8 FEET EAST OF BEGINNING OF CURB RETURN AT EAST
 DY0745'SIDE OF HENRY FORD AVENUE, OPPOSITE THE EASTERLY TERMINATION
 DY0745'OF NEW DOCK STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0220 ***********************************************************************
 DY0220  DESIGNATION -  24 04846 C OF LA
 DY0220  PID         -  DY0220
 DY0220  STATE/COUNTY-  CA/LOS ANGELES
 DY0220  USGS QUAD   -  LONG BEACH (1981)
 DY0220
 DY0220                         *CURRENT SURVEY CONTROL
 DY0220  ___________________________________________________________________
 DY0220* NAD 83(1986)-  33 45 31.     (N)    118 14 23.     (W)     SCALED    
 DY0220* NAVD 88     -         0.80   (+/-2cm)       2.6    (feet)  VERTCON   
 DY0220  ___________________________________________________________________
 DY0220  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0220  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0220
 DY0220.The horizontal coordinates were scaled from a topographic map and have
 DY0220.an estimated accuracy of +/- 6 seconds.
 DY0220
 DY0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0220.The vertical order pertains to the NGVD 29 superseded value.
 DY0220
 DY0220.The geoid height was determined by GEOID03.
 DY0220
 DY0220;                    North         East    Units  Estimated Accuracy
 DY0220;SPC CA 5     -   528,710.    1,977,790.      MT  (+/- 180 meters Scaled)
 DY0220
 DY0220                          SUPERSEDED SURVEY CONTROL
 DY0220
 DY0220  NGVD 29 (??/??/92)    0.000  (m)            0.00   (f) ADJ UNCH    1 1
 DY0220
 DY0220.Superseded values are not recommended for survey control.
 DY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0220.See file dsdata.txt to determine how the superseded data were derived.
 DY0220
 DY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851360(NAD 83)
 DY0220_MARKER: DD = SURVEY DISK
 DY0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0220_SP_SET: WELL DECK
 DY0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0220
 DY0220  HISTORY     - Date     Condition        Report By
 DY0220  HISTORY     - UNK      MONUMENTED       CA1980
 DY0220  HISTORY     - 1968     GOOD             NGS
 DY0220
 DY0220                          STATION DESCRIPTION
 DY0220
 DY0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DY0220'AT LONG BEACH.
 DY0220'STANDARD REFERENCE DISC, WILMINGTON H-6A, ECCENTRIC 1 REFERENCE
 DY0220'MONUMENT 1, SET FLUSH ON OIL WELL DECK U.P. IURIA, 8 FEET WEST
 DY0220'OF EAST EDGE AND 2.5 FEET NORTH OF SOUTH EDGE OF WELL DECK, ABOUT
 DY0220'160 FEET NORTH OF CENTER OF SEASIDE AVENUE, AND 85 FEET WEST
 DY0220'OF WEST EDGE OF PAVEMENT HENRY FORD AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9293 ***********************************************************************
 DY9293  DESIGNATION -  24 08748
 DY9293  PID         -  DY9293
 DY9293  STATE/COUNTY-  CA/LOS ANGELES
 DY9293  USGS QUAD   -  SAN PEDRO (1981)
 DY9293
 DY9293                         *CURRENT SURVEY CONTROL
 DY9293  ___________________________________________________________________
 DY9293* NAD 83(1986)-  33 43 26.     (N)    118 17 09.     (W)     SCALED    
 DY9293* NAVD 88     -        19.041  (meters)      62.47   (feet)  ADJUSTED  
 DY9293  ___________________________________________________________________
 DY9293  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY9293  DYNAMIC HT  -          19.021 (meters)      62.40  (feet)  COMP
 DY9293  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 DY9293
 DY9293  VERT ORDER  -  FIRST     CLASS II
 DY9293
 DY9293.The horizontal coordinates were scaled from a topographic map and have
 DY9293.an estimated accuracy of +/- 6 seconds.
 DY9293
 DY9293.The orthometric height was determined by differential leveling
 DY9293.and adjusted in June 1995.
 DY9293
 DY9293.The geoid height was determined by GEOID03.
 DY9293
 DY9293.The dynamic height is computed by dividing the NAVD 88
 DY9293.geopotential number by the normal gravity value computed on the
 DY9293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9293.degrees latitude (g = 980.6199 gals.).
 DY9293
 DY9293.The modeled gravity was interpolated from observed gravity values.
 DY9293
 DY9293;                    North         East    Units  Estimated Accuracy
 DY9293;SPC CA 5     -   524,870.    1,973,510.      MT  (+/- 180 meters Scaled)
 DY9293
 DY9293                          SUPERSEDED SURVEY CONTROL
 DY9293
 DY9293  NAVD 88 (06/15/91)   19.041  (m)           62.47   (f) UNKNOWN     1 2
 DY9293
 DY9293.Superseded values are not recommended for survey control.
 DY9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9293.See file dsdata.txt to determine how the superseded data were derived.
 DY9293
 DY9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808322(NAD 83)
 DY9293_MARKER: DD = SURVEY DISK
 DY9293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9293_SP_SET: CATCH BASIN
 DY9293_STAMPING: 24-08748 1985
 DY9293_MARK LOGO: CA1980
 DY9293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9293+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1989
 DY9293
 DY9293  HISTORY     - Date     Condition        Report By
 DY9293  HISTORY     - 1985     MONUMENTED       CA1980
 DY9293  HISTORY     - 19890601 GOOD             NGS
 DY9293  HISTORY     - 19940712 GOOD             NGS
 DY9293
 DY9293                          STATION DESCRIPTION
 DY9293
 DY9293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9293'IN SAN PEDRO, AT THE INTERSECTION OF 22ND AND MESA STREETS, IN THE
 DY9293'SOUTHEAST CORNER OF A CATCH BASIN AT THE SOUTHWEST CORNER OF THE
 DY9293'INTERSECTION, 13.5 M (44.3 FT) WEST OF THE CENTERLINE OF MESA STREET,
 DY9293'7.9 M (25.9 FT) SOUTH OF THE CENTER OF 22ND STREET, 1.9 M (6.2 FT)
 DY9293'SOUTH OF THE SOUTH CURB OF 22ND STREET, AND 0.2 M (0.7 FT) ABOVE THE
 DY9293'LEVEL OF THE STREETS.
 DY9293
 DY9293                          STATION RECOVERY (1994)
 DY9293
 DY9293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9293'IN SAN PEDRO, AT THE INTERSECTION OF MESA AND 22ND STREETS, NEAR THE
 DY9293'SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 13.5 M (44.3 FT) WEST OF
 DY9293'THE CENTERLINE OF MESA STREET, 7.9 M (25.9 FT) SOUTH OF THE CENTERLINE
 DY9293'OF 22ND STREET, 4.3 M (14.1 FT) SOUTHWEST OF UTILITY POLE NUMBER 11346
 DY9293'2M, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9007 ***********************************************************************
 DY9007  DESIGNATION -  24 10750 C OF LA
 DY9007  PID         -  DY9007
 DY9007  STATE/COUNTY-  CA/LOS ANGELES
 DY9007  USGS QUAD   -  SAN PEDRO (1981)
 DY9007
 DY9007                         *CURRENT SURVEY CONTROL
 DY9007  ___________________________________________________________________
 DY9007* NAD 83(1986)-  33 43 18.     (N)    118 18 34.     (W)     SCALED    
 DY9007* NAVD 88     -       118.66   (+/-2cm)     389.3    (feet)  VERTCON   
 DY9007  ___________________________________________________________________
 DY9007  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DY9007  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9007
 DY9007.The horizontal coordinates were scaled from a topographic map and have
 DY9007.an estimated accuracy of +/- 6 seconds.
 DY9007
 DY9007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9007.The vertical order pertains to the NGVD 29 superseded value.
 DY9007
 DY9007.The geoid height was determined by GEOID03.
 DY9007
 DY9007;                    North         East    Units  Estimated Accuracy
 DY9007;SPC CA 5     -   524,630.    1,971,320.      MT  (+/- 180 meters Scaled)
 DY9007
 DY9007                          SUPERSEDED SURVEY CONTROL
 DY9007
 DY9007  NGVD 29 (??/??/92)  117.92   (m)          386.9    (f) COMPUTED    1 1
 DY9007
 DY9007.Superseded values are not recommended for survey control.
 DY9007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9007.See file dsdata.txt to determine how the superseded data were derived.
 DY9007
 DY9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786320(NAD 83)
 DY9007_MARKER: Z = SEE DESCRIPTION
 DY9007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9007_SP_SET: WELL
 DY9007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9007
 DY9007  HISTORY     - Date     Condition        Report By
 DY9007  HISTORY     - UNK      MONUMENTED       CA1980
 DY9007  HISTORY     - 1973     GOOD             CA-037
 DY9007
 DY9007                          STATION DESCRIPTION
 DY9007
 DY9007'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9007'2.0 MI SW FROM SAN PEDRO.
 DY9007'25TH STREET AND PORTSMOUTH ROAD, ON THE CENTERLINE OF 25TH STREET,
 DY9007'ABOUT 185 FEET WEST OF THE CENTER OF PORTSMOUTH ROAD AT THE BEGINNING
 DY9007'OF THE CURVE TO THE WEST, 33.4 FEET SOUTHEASTERLY OF POWER POLE NO.
 DY9007'31430M AND 23.5 FEET NORTHERLY OF POWER POLE NO. 465754H, SET ABOUT 12
 DY9007'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER
 DY9007'MARKED CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9035 ***********************************************************************
 DY9035  DESIGNATION -  24 10815 C OF LA
 DY9035  PID         -  DY9035
 DY9035  STATE/COUNTY-  CA/LOS ANGELES
 DY9035  USGS QUAD   -  SAN PEDRO (1981)
 DY9035
 DY9035                         *CURRENT SURVEY CONTROL
 DY9035  ___________________________________________________________________
 DY9035* NAD 83(1986)-  33 43 27.     (N)    118 18 53.     (W)     SCALED    
 DY9035* NAVD 88     -       114.83   (+/-2cm)     376.7    (feet)  VERTCON   
 DY9035  ___________________________________________________________________
 DY9035  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY9035  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9035
 DY9035.The horizontal coordinates were scaled from a topographic map and have
 DY9035.an estimated accuracy of +/- 6 seconds.
 DY9035
 DY9035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9035.The vertical order pertains to the NGVD 29 superseded value.
 DY9035
 DY9035.The geoid height was determined by GEOID03.
 DY9035
 DY9035;                    North         East    Units  Estimated Accuracy
 DY9035;SPC CA 5     -   524,910.    1,970,830.      MT  (+/- 180 meters Scaled)
 DY9035
 DY9035                          SUPERSEDED SURVEY CONTROL
 DY9035
 DY9035  NGVD 29 (??/??/92)  114.09   (m)          374.3    (f) COMPUTED    1 1
 DY9035
 DY9035.Superseded values are not recommended for survey control.
 DY9035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9035.See file dsdata.txt to determine how the superseded data were derived.
 DY9035
 DY9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT781323(NAD 83)
 DY9035_MARKER: Z = SEE DESCRIPTION
 DY9035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9035_SP_SET: WELL
 DY9035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9035
 DY9035  HISTORY     - Date     Condition        Report By
 DY9035  HISTORY     - UNK      MONUMENTED       CA1980
 DY9035  HISTORY     - 1973     GOOD             CA-037
 DY9035
 DY9035                          STATION DESCRIPTION
 DY9035
 DY9035'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9035'2.2 MI SW FROM SAN PEDRO.
 DY9035'25TH STREET AND MORAY AVENUE, AT THE CENTERLINE INTERSECTION, SET
 DY9035'ABOUT 12 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY9035'IRON COVER MARKED CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9034 ***********************************************************************
 DY9034  DESIGNATION -  24 10865 C OF LA
 DY9034  PID         -  DY9034
 DY9034  STATE/COUNTY-  CA/LOS ANGELES
 DY9034  USGS QUAD   -  SAN PEDRO (1981)
 DY9034
 DY9034                         *CURRENT SURVEY CONTROL
 DY9034  ___________________________________________________________________
 DY9034* NAD 83(1986)-  33 43 32.     (N)    118 19 07.     (W)     SCALED    
 DY9034* NAVD 88     -       119.41   (+/-2cm)     391.8    (feet)  VERTCON   
 DY9034  ___________________________________________________________________
 DY9034  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY9034  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9034
 DY9034.The horizontal coordinates were scaled from a topographic map and have
 DY9034.an estimated accuracy of +/- 6 seconds.
 DY9034
 DY9034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9034.The vertical order pertains to the NGVD 29 superseded value.
 DY9034
 DY9034.The geoid height was determined by GEOID03.
 DY9034
 DY9034;                    North         East    Units  Estimated Accuracy
 DY9034;SPC CA 5     -   525,070.    1,970,470.      MT  (+/- 180 meters Scaled)
 DY9034
 DY9034                          SUPERSEDED SURVEY CONTROL
 DY9034
 DY9034  NGVD 29 (??/??/92)  118.67   (m)          389.3    (f) COMPUTED    1 1
 DY9034
 DY9034.Superseded values are not recommended for survey control.
 DY9034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9034.See file dsdata.txt to determine how the superseded data were derived.
 DY9034
 DY9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT778325(NAD 83)
 DY9034_MARKER: Z = SEE DESCRIPTION
 DY9034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9034_SP_SET: WELL
 DY9034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9034
 DY9034  HISTORY     - Date     Condition        Report By
 DY9034  HISTORY     - UNK      MONUMENTED       CA1980
 DY9034  HISTORY     - 1973     GOOD             CA-037
 DY9034
 DY9034                          STATION DESCRIPTION
 DY9034
 DY9034'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9034'2.4 MI SW FROM SAN PEDRO.
 DY9034'25TH STREET AND GUNNELL AVENUE, AT THE CENTERLINE INTERSECTION, SET
 DY9034'ABOUT 10 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY9034'IRON COVER MARKED CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9031 ***********************************************************************
 DY9031  DESIGNATION -  24 10920 C OF LA
 DY9031  PID         -  DY9031
 DY9031  STATE/COUNTY-  CA/LOS ANGELES
 DY9031  USGS QUAD   -  SAN PEDRO (1981)
 DY9031
 DY9031                         *CURRENT SURVEY CONTROL
 DY9031  ___________________________________________________________________
 DY9031* NAD 83(1986)-  33 43 38.     (N)    118 19 42.     (W)     SCALED    
 DY9031* NAVD 88     -       122.26   (+/-2cm)     401.1    (feet)  VERTCON   
 DY9031  ___________________________________________________________________
 DY9031  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DY9031  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9031
 DY9031.The horizontal coordinates were scaled from a topographic map and have
 DY9031.an estimated accuracy of +/- 6 seconds.
 DY9031
 DY9031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9031.The vertical order pertains to the NGVD 29 superseded value.
 DY9031
 DY9031.The geoid height was determined by GEOID03.
 DY9031
 DY9031;                    North         East    Units  Estimated Accuracy
 DY9031;SPC CA 5     -   525,260.    1,969,570.      MT  (+/- 180 meters Scaled)
 DY9031
 DY9031                          SUPERSEDED SURVEY CONTROL
 DY9031
 DY9031  NGVD 29 (??/??/92)  121.52   (m)          398.7    (f) COMPUTED    1 1
 DY9031
 DY9031.Superseded values are not recommended for survey control.
 DY9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9031.See file dsdata.txt to determine how the superseded data were derived.
 DY9031
 DY9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT769327(NAD 83)
 DY9031_MARKER: Z = SEE DESCRIPTION
 DY9031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9031_SP_SET: WELL
 DY9031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9031
 DY9031  HISTORY     - Date     Condition        Report By
 DY9031  HISTORY     - UNK      MONUMENTED       CA1980
 DY9031  HISTORY     - 1973     GOOD             CA-037
 DY9031
 DY9031                          STATION DESCRIPTION
 DY9031
 DY9031'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9031'3.0 MI SW FROM SAN PEDRO.
 DY9031'25TH STREET ABOUT 0.3 MILES EAST OF THE PACIFIC TELEPHONE COMPANY
 DY9031'RADIO STATION AND ON THE CENTERLINE OF 25TH STREET, 23.5 FEET
 DY9031'NORTHEASTERLY OF A SEWER MAN HOLE IN THE SOUTH EDGE OF THE PAVEMENT,
 DY9031'22.5 FEET SOUTHEASTERLY OF A SEWER MAN HOLE NORTH OF THE PAVEMENT AND
 DY9031'20.5 FEET SOUTHWESTERLY OF A LOS ANGELES COUNTY-LOS ANGELES CITY
 DY9031'MARKER POST, SET ABOUT 8 INCHES BELOW THE SURFACE IN A WELL AND
 DY9031'PROTECTED BY A CAST IRON COVER MARKED MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1895 ***********************************************************************
 EW1895  DESIGNATION -  24 12 LA CO
 EW1895  PID         -  EW1895
 EW1895  STATE/COUNTY-  CA/LOS ANGELES
 EW1895  USGS QUAD   -  PASADENA (1994)
 EW1895
 EW1895                         *CURRENT SURVEY CONTROL
 EW1895  ___________________________________________________________________
 EW1895* NAD 83(1986)-  34 10 06.     (N)    118 07 54.     (W)     SCALED    
 EW1895* NAVD 88     -       303.66   (+/-2cm)     996.3    (feet)  VERTCON   
 EW1895  ___________________________________________________________________
 EW1895  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EW1895  VERT ORDER  -  THIRD (See Below)
 EW1895
 EW1895.The horizontal coordinates were scaled from a topographic map and have
 EW1895.an estimated accuracy of +/- 6 seconds.
 EW1895
 EW1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1895.The vertical order pertains to the NGVD 29 superseded value.
 EW1895
 EW1895.The geoid height was determined by GEOID03.
 EW1895
 EW1895;                    North         East    Units  Estimated Accuracy
 EW1895;SPC CA 5     -   574,140.    1,987,860.      MT  (+/- 180 meters Scaled)
 EW1895
 EW1895                          SUPERSEDED SURVEY CONTROL
 EW1895
 EW1895  NGVD 29 (??/??/??)  302.87   (m)          993.7    (f) RESET       3  
 EW1895
 EW1895.Superseded values are not recommended for survey control.
 EW1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1895.See file dsdata.txt to determine how the superseded data were derived.
 EW1895
 EW1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956813(NAD 83)
 EW1895_MARKER: DD = SURVEY DISK
 EW1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1895+STABILITY: SURFACE MOTION
 EW1895
 EW1895  HISTORY     - Date     Condition        Report By
 EW1895  HISTORY     - UNK      MONUMENTED       CA-037
 EW1895  HISTORY     - 1961     GOOD             NGS
 EW1895  HISTORY     - 1963     MARK NOT FOUND   CA-037
 EW1895
 EW1895                          STATION DESCRIPTION
 EW1895
 EW1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1895'AT ALTADENA.
 EW1895'AT ALTADENA, AT THE INTERSECTION OF NORTH LAKE AVENUE AND EAST
 EW1895'WASHINGTON STREET, AT THE CENTER OF THE INTERSECTION OF THE
 EW1895'CENTER LINES OF THE STREET AND AVENUE, ABOUT 1 FOOT LOWER THAN
 EW1895'THE STREET, AND SET IN THE TOP OF A CONCRETE POST ACCESS TO
 EW1895'WHICH IS HAD BY REMOVING A METAL MANHOLE COVER MARKED COUNTY
 EW1895'SURVEYOR MONUMENT.
 EW1895
 EW1895                          STATION RECOVERY (1963)
 EW1895
 EW1895'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1963
 EW1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9457 ***********************************************************************
 AB9457  DESIGNATION -  24 12876
 AB9457  PID         -  AB9457
 AB9457  STATE/COUNTY-  CA/LOS ANGELES
 AB9457  USGS QUAD   -  TORRANCE (1981)
 AB9457
 AB9457                         *CURRENT SURVEY CONTROL
 AB9457  ___________________________________________________________________
 AB9457* NAD 83(1986)-  33 46 48.     (N)    118 18 14.     (W)     SCALED    
 AB9457* NAVD 88     -        51.058  (meters)     167.51   (feet)  ADJUSTED  
 AB9457  ___________________________________________________________________
 AB9457  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AB9457  DYNAMIC HT  -          51.005 (meters)     167.34  (feet)  COMP
 AB9457  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 AB9457
 AB9457  VERT ORDER  -  THIRD
 AB9457
 AB9457.The horizontal coordinates were scaled from a topographic map and have
 AB9457.an estimated accuracy of +/- 6 seconds.
 AB9457
 AB9457.The orthometric height was determined by differential leveling
 AB9457.and adjusted in February 1997.
 AB9457
 AB9457.The geoid height was determined by GEOID03.
 AB9457
 AB9457.The dynamic height is computed by dividing the NAVD 88
 AB9457.geopotential number by the normal gravity value computed on the
 AB9457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9457.degrees latitude (g = 980.6199 gals.).
 AB9457
 AB9457.The modeled gravity was interpolated from observed gravity values.
 AB9457
 AB9457;                    North         East    Units  Estimated Accuracy
 AB9457;SPC CA 5     -   531,100.    1,971,850.      MT  (+/- 180 meters Scaled)
 AB9457
 AB9457                          SUPERSEDED SURVEY CONTROL
 AB9457
 AB9457.No superseded survey control is available for this station.
 AB9457
 AB9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792385(NAD 83)
 AB9457_MARKER: S = SPIKE
 AB9457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB9457_SP_SET: CATCH BASIN
 AB9457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9457+STABILITY: SURFACE MOTION
 AB9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9457+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1994
 AB9457
 AB9457  HISTORY     - Date     Condition        Report By
 AB9457  HISTORY     - 1980     MONUMENTED       CA1980
 AB9457  HISTORY     - 19941116 GOOD             MWDSC
 AB9457
 AB9457                          STATION DESCRIPTION
 AB9457
 AB9457'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB9457'WILMINGTON, AT THE INTERSECTION OF PALOS VERDES DR NORTH AND PRESIDENT
 AB9457'AVE, 45 FEET (13.7 M) NORTH OF PALOS VERDES DR NORTH AND 42 FEET (12.8
 AB9457'M) WEST OF PRESIDENT AVE, 8.2 FEET (2.5 M) SOUTHEAST OF POWERPOLE
 AB9457'NUMBER 323068M, A WIRE SPIKE SET FLUSH IN THE NORTHEAST CORNER OF A 4
 AB9457'FOOT (1.2 M) BY 8 FOOT (2.4 M) CONCRETE CATCHBASIN. REF MWD FB 2519 02
 AB9457'026, TB 793 J6.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1896 ***********************************************************************
 EW1896  DESIGNATION -  24 13 A LA CO
 EW1896  PID         -  EW1896
 EW1896  STATE/COUNTY-  CA/LOS ANGELES
 EW1896  USGS QUAD   -  PASADENA (1994)
 EW1896
 EW1896                         *CURRENT SURVEY CONTROL
 EW1896  ___________________________________________________________________
 EW1896* NAD 83(1986)-  34 10 24.     (N)    118 07 53.     (W)     SCALED    
 EW1896* NAVD 88     -       324.63   (+/-2cm)    1065.1    (feet)  VERTCON   
 EW1896  ___________________________________________________________________
 EW1896  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EW1896  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1896
 EW1896.The horizontal coordinates were scaled from a topographic map and have
 EW1896.an estimated accuracy of +/- 6 seconds.
 EW1896
 EW1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1896.The vertical order pertains to the NGVD 29 superseded value.
 EW1896
 EW1896.The geoid height was determined by GEOID03.
 EW1896
 EW1896;                    North         East    Units  Estimated Accuracy
 EW1896;SPC CA 5     -   574,700.    1,987,890.      MT  (+/- 180 meters Scaled)
 EW1896
 EW1896                          SUPERSEDED SURVEY CONTROL
 EW1896
 EW1896  NGVD 29 (??/??/92)  323.837  (m)         1062.46   (f) ADJ UNCH    1 1
 EW1896
 EW1896.Superseded values are not recommended for survey control.
 EW1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1896.See file dsdata.txt to determine how the superseded data were derived.
 EW1896
 EW1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT957819(NAD 83)
 EW1896_MARKER: DD = SURVEY DISK
 EW1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1896_SP_SET: INLET BOX COVER
 EW1896_STAMPING: BM 24-13 A 1971 RE 5869
 EW1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1896
 EW1896  HISTORY     - Date     Condition        Report By
 EW1896  HISTORY     - 1971     MONUMENTED       CA-037
 EW1896
 EW1896                          STATION DESCRIPTION
 EW1896
 EW1896'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1896'1.9 MI NE FROM PASADENA.
 EW1896'1.9 MI NE OF THE CITY HALL AT PASADENA, NORTH LAKE AVE AT
 EW1896'ELIZABETH ST NW CORNER, 34.4 FT W OF THE CENTERLINE OF NORTH LAKE
 EW1896'AVE, 67.2 FT N OF THE CENTERLINE OF ELIZABETH ST (TO THE W),
 EW1896'35.2 FT N OF THE N END OF THE CURB RETURN, 39 FT E OF THE E
 EW1896'BUILDING LINE OF THE PACIFIC T AND T BUILDING, 41.7 FT FROM
 EW1896'THE SE CORNER OF SAME BUILDING, 1 FT W OF THE W CURB OF LAKE
 EW1896'AVE FLUSH IN THE NE CORNER OF A CONCRETE COVER FOR A CONCRETE
 EW1896'FLOOD CONTROL INLET BOX OVER THE N RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1147 ***********************************************************************
 DY1147  DESIGNATION -  24 13090 C OF LA
 DY1147  PID         -  DY1147
 DY1147  STATE/COUNTY-  CA/LOS ANGELES
 DY1147  USGS QUAD   -  SAN PEDRO (1981)
 DY1147
 DY1147                         *CURRENT SURVEY CONTROL
 DY1147  ___________________________________________________________________
 DY1147* NAD 83(1986)-  33 44 07.     (N)    118 16 14.     (W)     SCALED    
 DY1147* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 DY1147  ___________________________________________________________________
 DY1147  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1147  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1147
 DY1147.The horizontal coordinates were scaled from a topographic map and have
 DY1147.an estimated accuracy of +/- 6 seconds.
 DY1147
 DY1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1147.The vertical order pertains to the NGVD 29 superseded value.
 DY1147
 DY1147.The geoid height was determined by GEOID03.
 DY1147
 DY1147;                    North         East    Units  Estimated Accuracy
 DY1147;SPC CA 5     -   526,130.    1,974,930.      MT  (+/- 180 meters Scaled)
 DY1147
 DY1147                          SUPERSEDED SURVEY CONTROL
 DY1147
 DY1147  NGVD 29 (??/??/92)    2.28   (m)            7.5    (f) COMPUTED    1 1
 DY1147
 DY1147.Superseded values are not recommended for survey control.
 DY1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1147.See file dsdata.txt to determine how the superseded data were derived.
 DY1147
 DY1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT823335(NAD 83)
 DY1147_MARKER: DD = SURVEY DISK
 DY1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1147_SP_SET: CONCRETE VAULT
 DY1147_STAMPING: 24-13090 1968
 DY1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1147
 DY1147  HISTORY     - Date     Condition        Report By
 DY1147  HISTORY     - 1968     MONUMENTED       CA1980
 DY1147
 DY1147                          STATION DESCRIPTION
 DY1147
 DY1147'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1147'AT SAN PEDRO.
 DY1147'CITY OF LOS ANGELES SURVEY STANDARD SURVEY DISC MONUMENT, STAMPED
 DY1147'24-13090 1968, IN SOUTHWEST CORNER OF 5 FOOT BY 7 FOOT CONCRETE
 DY1147'VAULT IN ENTRANCE TO ANCHORAGE FOR FIREBOAT 1, AT 954 SEASIDE
 DY1147'AVENUE, 27.7 FEET EAST OF EAST EDGE CONCRETE PAVEMENT IN SEASIDE
 DY1147'AVENUE, 4.5 FEET SOUTH OF NORTH PROPERTY LINE PRODUCED OF
 DY1147'ANCHORAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1145 ***********************************************************************
 DY1145  DESIGNATION -  24 13125 C OF LA
 DY1145  PID         -  DY1145
 DY1145  STATE/COUNTY-  CA/LOS ANGELES
 DY1145  USGS QUAD   -  SAN PEDRO (1981)
 DY1145
 DY1145                         *CURRENT SURVEY CONTROL
 DY1145  ___________________________________________________________________
 DY1145* NAD 83(1986)-  33 43 59.     (N)    118 16 07.     (W)     SCALED    
 DY1145* NAVD 88     -         3.42   (+/-2cm)      11.2    (feet)  VERTCON   
 DY1145  ___________________________________________________________________
 DY1145  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1145  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1145
 DY1145.The horizontal coordinates were scaled from a topographic map and have
 DY1145.an estimated accuracy of +/- 6 seconds.
 DY1145
 DY1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1145.The vertical order pertains to the NGVD 29 superseded value.
 DY1145
 DY1145.The geoid height was determined by GEOID03.
 DY1145
 DY1145;                    North         East    Units  Estimated Accuracy
 DY1145;SPC CA 5     -   525,890.    1,975,110.      MT  (+/- 180 meters Scaled)
 DY1145
 DY1145                          SUPERSEDED SURVEY CONTROL
 DY1145
 DY1145  NGVD 29 (??/??/92)    2.65   (m)            8.7    (f) COMPUTED    1 1
 DY1145
 DY1145.Superseded values are not recommended for survey control.
 DY1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1145.See file dsdata.txt to determine how the superseded data were derived.
 DY1145
 DY1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT824332(NAD 83)
 DY1145_MARKER: DD = SURVEY DISK
 DY1145_SETTING: 0 = UNSPECIFIED SETTING
 DY1145_STAMPING: 24-13125 1968
 DY1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1145
 DY1145  HISTORY     - Date     Condition        Report By
 DY1145  HISTORY     - 1968     MONUMENTED       CA1980
 DY1145
 DY1145                          STATION DESCRIPTION
 DY1145
 DY1145'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1145'AT SAN PEDRO.
 DY1145'CITY OF LOS ANGELES SURVEY STANDARD SURVEY DISC MONUMENT, STAMPED
 DY1145'24-13125 1968, 1 FOOT WEST OF EAST RIM OF 6 FOOT DIAMETER
 DY1145'CONCRETE COLLAR FOR POWER POLE, 37 FEET WEST OF WEST EDGE
 DY1145'CONCRETE PAVEMENT IN SEASIDE AVENUE, ABOUT 50 FEET NORTH OF
 DY1145'NORTH SIDE GATE 4 BETHLEHEM STEEL CORPORATION YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1157 ***********************************************************************
 DY1157  DESIGNATION -  24 13170 C OF LA
 DY1157  PID         -  DY1157
 DY1157  STATE/COUNTY-  CA/LOS ANGELES
 DY1157  USGS QUAD   -  SAN PEDRO (1981)
 DY1157
 DY1157                         *CURRENT SURVEY CONTROL
 DY1157  ___________________________________________________________________
 DY1157* NAD 83(1986)-  33 43 47.     (N)    118 16 05.     (W)     SCALED    
 DY1157* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 DY1157  ___________________________________________________________________
 DY1157  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1157  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1157
 DY1157.The horizontal coordinates were scaled from a topographic map and have
 DY1157.an estimated accuracy of +/- 6 seconds.
 DY1157
 DY1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1157.The vertical order pertains to the NGVD 29 superseded value.
 DY1157
 DY1157.The geoid height was determined by GEOID03.
 DY1157
 DY1157;                    North         East    Units  Estimated Accuracy
 DY1157;SPC CA 5     -   525,520.    1,975,160.      MT  (+/- 180 meters Scaled)
 DY1157
 DY1157                          SUPERSEDED SURVEY CONTROL
 DY1157
 DY1157  NGVD 29 (??/??/92)    3.07   (m)           10.1    (f) COMPUTED    1 1
 DY1157
 DY1157.Superseded values are not recommended for survey control.
 DY1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1157.See file dsdata.txt to determine how the superseded data were derived.
 DY1157
 DY1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT825329(NAD 83)
 DY1157_MARKER: DD = SURVEY DISK
 DY1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1157_SP_SET: CONCRETE SEAWALL
 DY1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1157
 DY1157  HISTORY     - Date     Condition        Report By
 DY1157  HISTORY     - UNK      MONUMENTED       CA1980
 DY1157  HISTORY     - 1968     GOOD             CA1980
 DY1157
 DY1157                          STATION DESCRIPTION
 DY1157
 DY1157'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1157'AT EAST SAN PEDRO.
 DY1157'SCREW IN LEAD, IN TOP OF BENCH IN CONCRETE SEA WALL TWO FEET
 DY1157'ABOVE PAVEMENT, AT ANGLE POINT 420 FEET NORTH OF MOST SOUTHERLY
 DY1157'CORNER OF WALL, OPPOSITE AND EASTERLY OF POWER POLE 105313M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1158 ***********************************************************************
 DY1158  DESIGNATION -  24 13200 C OF LA
 DY1158  PID         -  DY1158
 DY1158  STATE/COUNTY-  CA/LOS ANGELES
 DY1158  USGS QUAD   -  SAN PEDRO (1981)
 DY1158
 DY1158                         *CURRENT SURVEY CONTROL
 DY1158  ___________________________________________________________________
 DY1158* NAD 83(1986)-  33 43 42.     (N)    118 16 06.     (W)     SCALED    
 DY1158* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 DY1158  ___________________________________________________________________
 DY1158  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1158  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1158
 DY1158.The horizontal coordinates were scaled from a topographic map and have
 DY1158.an estimated accuracy of +/- 6 seconds.
 DY1158
 DY1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1158.The vertical order pertains to the NGVD 29 superseded value.
 DY1158
 DY1158.The geoid height was determined by GEOID03.
 DY1158
 DY1158;                    North         East    Units  Estimated Accuracy
 DY1158;SPC CA 5     -   525,360.    1,975,130.      MT  (+/- 180 meters Scaled)
 DY1158
 DY1158                          SUPERSEDED SURVEY CONTROL
 DY1158
 DY1158  NGVD 29 (??/??/92)    3.46   (m)           11.4    (f) COMPUTED    1 1
 DY1158
 DY1158.Superseded values are not recommended for survey control.
 DY1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1158.See file dsdata.txt to determine how the superseded data were derived.
 DY1158
 DY1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT824327(NAD 83)
 DY1158_MARKER: DD = SURVEY DISK
 DY1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1158_SP_SET: CHAIN LINK FENCE
 DY1158_STAMPING: 24-13200 1968
 DY1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1158
 DY1158  HISTORY     - Date     Condition        Report By
 DY1158  HISTORY     - 1968     MONUMENTED       CA1980
 DY1158
 DY1158                          STATION DESCRIPTION
 DY1158
 DY1158'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1158'AT EAST SAN PEDRO.
 DY1158'CITY OF LOS ANGELES SURVEY PRECISE BENCH MARK STAMPED 24-13200 1968,
 DY1158'IN NORTHWESTERLY CORNER OF 12 INCH RETAINING WALL TOPPED BY 8 FOOT
 DY1158'CHAIN LINK FENCE, AT NORTHWEST CORNER OF PARKING LOT AT NORTH
 DY1158'END OF FEDERAL CORRECTIONAL INSTITUTION PROPERTY ON RESERVATION
 DY1158'POINT ON EAST SIDE OF SEASIDE AVENUE, 6 FEET SOUTHWEST OF POWER
 DY1158'POLE 266783M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1167 ***********************************************************************
 DY1167  DESIGNATION -  24 13310 C OF LA
 DY1167  PID         -  DY1167
 DY1167  STATE/COUNTY-  CA/LOS ANGELES
 DY1167  USGS QUAD   -  SAN PEDRO (1981)
 DY1167
 DY1167                         *CURRENT SURVEY CONTROL
 DY1167  ___________________________________________________________________
 DY1167* NAD 83(1986)-  33 43 20.     (N)    118 16 01.     (W)     SCALED    
 DY1167* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 DY1167  ___________________________________________________________________
 DY1167  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1167  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1167
 DY1167.The horizontal coordinates were scaled from a topographic map and have
 DY1167.an estimated accuracy of +/- 6 seconds.
 DY1167
 DY1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1167.The vertical order pertains to the NGVD 29 superseded value.
 DY1167
 DY1167.The geoid height was determined by GEOID03.
 DY1167
 DY1167;                    North         East    Units  Estimated Accuracy
 DY1167;SPC CA 5     -   524,680.    1,975,260.      MT  (+/- 180 meters Scaled)
 DY1167
 DY1167                          SUPERSEDED SURVEY CONTROL
 DY1167
 DY1167  NGVD 29 (??/??/92)    2.914  (m)            9.56   (f) ADJ UNCH    1 2
 DY1167
 DY1167.Superseded values are not recommended for survey control.
 DY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1167.See file dsdata.txt to determine how the superseded data were derived.
 DY1167
 DY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT826320(NAD 83)
 DY1167_MARKER: DD = SURVEY DISK
 DY1167_SETTING: 80 = SET IN A BOULDER
 DY1167_SP_SET: BOULDER
 DY1167_STAMPING: 24-13310 1968
 DY1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1167+STABILITY: SURFACE MOTION
 DY1167
 DY1167  HISTORY     - Date     Condition        Report By
 DY1167  HISTORY     - 1968     MONUMENTED       CA1980
 DY1167
 DY1167                          STATION DESCRIPTION
 DY1167
 DY1167'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1167'AT EAST SAN PEDRO.
 DY1167'CITY OF LOS ANGELES STANDARD SURVEY DISC MONUMENT, STAMPED
 DY1167'24-13310 1968, IN TOP OF 5 FEET BY 7 FEET GRANITE BOULDER IN
 DY1167'SOUTHERLY SEAWALL OF RESERVATION POINT, ABOUT 100 FEET EAST
 DY1167'OF WESTERLY SEAWALL, 67 FEET EAST OF CENTERLINE OF MOST WESTERLY
 DY1167'LINE OF PALM TREES, 38 FEET SOUTHERLY OF CENTERLINE OF MOST
 DY1167'SOUTHERLY LINE OF PALM TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1168 ***********************************************************************
 DY1168  DESIGNATION -  24 13345 C OF LA
 DY1168  PID         -  DY1168
 DY1168  STATE/COUNTY-  CA/LOS ANGELES
 DY1168  USGS QUAD   -  SAN PEDRO (1981)
 DY1168
 DY1168                         *CURRENT SURVEY CONTROL
 DY1168  ___________________________________________________________________
 DY1168* NAD 83(1986)-  33 43 13.     (N)    118 16 15.     (W)     SCALED    
 DY1168* NAVD 88     -         3.85   (+/-2cm)      12.6    (feet)  VERTCON   
 DY1168  ___________________________________________________________________
 DY1168  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1168  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1168
 DY1168.The horizontal coordinates were scaled from a topographic map and have
 DY1168.an estimated accuracy of +/- 6 seconds.
 DY1168
 DY1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1168.The vertical order pertains to the NGVD 29 superseded value.
 DY1168
 DY1168.The geoid height was determined by GEOID03.
 DY1168
 DY1168;                    North         East    Units  Estimated Accuracy
 DY1168;SPC CA 5     -   524,470.    1,974,900.      MT  (+/- 180 meters Scaled)
 DY1168
 DY1168                          SUPERSEDED SURVEY CONTROL
 DY1168
 DY1168  NGVD 29 (??/??/92)    3.09   (m)           10.1    (f) COMPUTED    1 1
 DY1168
 DY1168.Superseded values are not recommended for survey control.
 DY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1168.See file dsdata.txt to determine how the superseded data were derived.
 DY1168
 DY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT822318(NAD 83)
 DY1168_MARKER: DD = SURVEY DISK
 DY1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1168_SP_SET: CONCRETE FOOTING
 DY1168_STAMPING: 24-13345 1968
 DY1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1168
 DY1168  HISTORY     - Date     Condition        Report By
 DY1168  HISTORY     - 1968     MONUMENTED       CA1980
 DY1168
 DY1168                          STATION DESCRIPTION
 DY1168
 DY1168'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1168'AT SAN PEDRO.
 DY1168'CITY OF LOS ANGELES STANDARD SURVEY DISC MONUMENT, STAMPED
 DY1168'24-13345 1968, IN SOUTHEAST QUADRANT OF CONCRETE FOOTING FOR 50
 DY1168'FOOT RANGE LIGHT MAST LOCATED MIDWAY BETWEEN BERTHS 67 AND 69,
 DY1168'65 FEET SOUTH OF RAMP TO PIER IMMEDIATELY EAST OF OFFICE
 DY1168'BUILDING OF RED STACK TUGS, 6.8 FEET EAST OF EAST CURB LINE OF
 DY1168'FRONTAGE ROAD SERVING BERTHS 69 TO 71.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6622 ***********************************************************************
 EW6622  DESIGNATION -  24 14 A LA CO
 EW6622  PID         -  EW6622
 EW6622  STATE/COUNTY-  CA/LOS ANGELES
 EW6622  USGS QUAD   -  PASADENA (1994)
 EW6622
 EW6622                         *CURRENT SURVEY CONTROL
 EW6622  ___________________________________________________________________
 EW6622* NAD 83(1986)-  34 10 38.     (N)    118 07 56.     (W)     SCALED    
 EW6622* NAVD 88     -       341.17   (+/-2cm)    1119.3    (feet)  VERTCON   
 EW6622  ___________________________________________________________________
 EW6622  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EW6622  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6622
 EW6622.The horizontal coordinates were scaled from a topographic map and have
 EW6622.an estimated accuracy of +/- 6 seconds.
 EW6622
 EW6622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6622.The vertical order pertains to the NGVD 29 superseded value.
 EW6622
 EW6622.The geoid height was determined by GEOID03.
 EW6622
 EW6622;                    North         East    Units  Estimated Accuracy
 EW6622;SPC CA 5     -   575,130.    1,987,810.      MT  (+/- 180 meters Scaled)
 EW6622
 EW6622                          SUPERSEDED SURVEY CONTROL
 EW6622
 EW6622  NGVD 29 (??/??/92)  340.366  (m)         1116.68   (f) ADJ UNCH    1 1
 EW6622
 EW6622.Superseded values are not recommended for survey control.
 EW6622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6622.See file dsdata.txt to determine how the superseded data were derived.
 EW6622
 EW6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956823(NAD 83)
 EW6622_MARKER: P = PIPE CAP
 EW6622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6622_SP_SET: CATCH BASIN
 EW6622_STAMPING: BM 24-14A 1963 5869
 EW6622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6622
 EW6622  HISTORY     - Date     Condition        Report By
 EW6622  HISTORY     - 1963     MONUMENTED       CA-037
 EW6622  HISTORY     - 1966     GOOD             CA-037
 EW6622
 EW6622                          STATION DESCRIPTION
 EW6622
 EW6622'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW6622'2.1 MI NE FROM PASADENA.
 EW6622'DESCRIPTION-- LAKE AVENUE AND WOODBURY ROAD, AT THE NORTHWEST
 EW6622'CORNER, 15.3 FEET NORTHEASTERLY OF THE WEST END OF THE CURB
 EW6622'RETURN AND 1.4 FEET NORTHERLY OF THE NORTHERLY CURB OF WOODBURY
 EW6622'ROAD, SET IN THE SOUTHWEST CORNER OF THE STORM DRAIN CATCH
 EW6622'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6621 ***********************************************************************
 EW6621  DESIGNATION -  24 15 A LA CO
 EW6621  PID         -  EW6621
 EW6621  STATE/COUNTY-  CA/LOS ANGELES
 EW6621  USGS QUAD   -  PASADENA (1994)
 EW6621
 EW6621                         *CURRENT SURVEY CONTROL
 EW6621  ___________________________________________________________________
 EW6621* NAD 83(1986)-  34 10 52.     (N)    118 08 26.     (W)     SCALED    
 EW6621* NAVD 88     -       336.97   (+/-2cm)    1105.5    (feet)  VERTCON   
 EW6621  ___________________________________________________________________
 EW6621  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EW6621  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6621
 EW6621.The horizontal coordinates were scaled from a topographic map and have
 EW6621.an estimated accuracy of +/- 6 seconds.
 EW6621
 EW6621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6621.The vertical order pertains to the NGVD 29 superseded value.
 EW6621
 EW6621.The geoid height was determined by GEOID03.
 EW6621
 EW6621;                    North         East    Units  Estimated Accuracy
 EW6621;SPC CA 5     -   575,560.    1,987,040.      MT  (+/- 180 meters Scaled)
 EW6621
 EW6621                          SUPERSEDED SURVEY CONTROL
 EW6621
 EW6621  NGVD 29 (??/??/92)  336.166  (m)         1102.90   (f) ADJ UNCH    1 1
 EW6621
 EW6621.Superseded values are not recommended for survey control.
 EW6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6621.See file dsdata.txt to determine how the superseded data were derived.
 EW6621
 EW6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT948828(NAD 83)
 EW6621_MARKER: DD = SURVEY DISK
 EW6621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6621_SP_SET: INLET BOX COVER
 EW6621_STAMPING: BM 24-15 A 1971 RE 5869
 EW6621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6621
 EW6621  HISTORY     - Date     Condition        Report By
 EW6621  HISTORY     - 1971     MONUMENTED       CA-037
 EW6621
 EW6621                          STATION DESCRIPTION
 EW6621
 EW6621'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW6621'2 MI E FROM ALTADENA.
 EW6621'ALTADENA, 2 MI E OF DEVILS GATE RESERVOIR, WOODBURY RD AT SANTA
 EW6621'ROSA AVE NW CORNER, 49 FT N FROM THE CENTERLINE OF WOODBURY RD,
 EW6621'55 FT W FROM THE CENTERLINE OF SANTA ROSA AVE, 69.3 FT NW FROM
 EW6621'A ROAD DEPARTMENT MONUMENT AT CENTERLINE INTERSECTION, 7 FT S
 EW6621'FROM A CEMENT BLOCK RETAINING WALL, 1.1 FT N FROM THE N CURB OF
 EW6621'WOODBURY RD, FLUSH IN THE SE CORNER OF A CONCRETE COVER FOR A
 EW6621'FLOOD CONTROL INLET BOX OVER THE E RETAINING WALL OF THE CONCRETE
 EW6621'BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6620 ***********************************************************************
 EW6620  DESIGNATION -  24 16 A LA CO
 EW6620  PID         -  EW6620
 EW6620  STATE/COUNTY-  CA/LOS ANGELES
 EW6620  USGS QUAD   -  PASADENA (1994)
 EW6620
 EW6620                         *CURRENT SURVEY CONTROL
 EW6620  ___________________________________________________________________
 EW6620* NAD 83(1986)-  34 11 00.     (N)    118 09 03.     (W)     SCALED    
 EW6620* NAVD 88     -       342.02   (+/-2cm)    1122.1    (feet)  VERTCON   
 EW6620  ___________________________________________________________________
 EW6620  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EW6620  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6620
 EW6620.The horizontal coordinates were scaled from a topographic map and have
 EW6620.an estimated accuracy of +/- 6 seconds.
 EW6620
 EW6620.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6620.The vertical order pertains to the NGVD 29 superseded value.
 EW6620
 EW6620.The geoid height was determined by GEOID03.
 EW6620
 EW6620;                    North         East    Units  Estimated Accuracy
 EW6620;SPC CA 5     -   575,810.    1,986,100.      MT  (+/- 180 meters Scaled)
 EW6620
 EW6620                          SUPERSEDED SURVEY CONTROL
 EW6620
 EW6620  NGVD 29 (??/??/92)  341.217  (m)         1119.48   (f) ADJ UNCH    1 1
 EW6620
 EW6620.Superseded values are not recommended for survey control.
 EW6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6620.See file dsdata.txt to determine how the superseded data were derived.
 EW6620
 EW6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT939830(NAD 83)
 EW6620_MARKER: DD = SURVEY DISK
 EW6620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6620_SP_SET: INLET BOX COVER
 EW6620_STAMPING: BM 24-16 A 1971 RE 5869
 EW6620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6620
 EW6620  HISTORY     - Date     Condition        Report By
 EW6620  HISTORY     - 1971     MONUMENTED       CA-037
 EW6620
 EW6620                          STATION DESCRIPTION
 EW6620
 EW6620'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW6620'1.4 MI E FROM ALTADENA.
 EW6620'ALTADENA, 1.4 MI E OF DEVILS GATE RESERVOIR, WOODBURY RD AT
 EW6620'FAIROAKS AVE NW CORNER, 125 FT N FROM THE CENTERLINE OF WOODBURY
 EW6620'RD, 41 FT W FROM THE CENTERLINE OF FAIROAKS AVE, 49 FT N FROM THE
 EW6620'N END OF THE CURB RETURN, 16 FT N FROM PP 1798329E, 1.1 FT W
 EW6620'FROM THE W CURB OF FAIROAKS AVE, FLUSH IN THE CONCRETE COVER
 EW6620'OVER A FLOOD CONTROL INLET BOX OVER THE NORTH RETAINING WALL
 EW6620'OF THE CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1933 ***********************************************************************
 EW1933  DESIGNATION -  24 17 A LA CO
 EW1933  PID         -  EW1933
 EW1933  STATE/COUNTY-  CA/LOS ANGELES
 EW1933  USGS QUAD   -  PASADENA (1994)
 EW1933
 EW1933                         *CURRENT SURVEY CONTROL
 EW1933  ___________________________________________________________________
 EW1933* NAD 83(1986)-  34 11 04.     (N)    118 09 34.     (W)     SCALED    
 EW1933* NAVD 88     -       333.73   (+/-2cm)    1094.9    (feet)  VERTCON   
 EW1933  ___________________________________________________________________
 EW1933  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EW1933  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1933
 EW1933.The horizontal coordinates were scaled from a topographic map and have
 EW1933.an estimated accuracy of +/- 6 seconds.
 EW1933
 EW1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1933.The vertical order pertains to the NGVD 29 superseded value.
 EW1933
 EW1933.The geoid height was determined by GEOID03.
 EW1933
 EW1933;                    North         East    Units  Estimated Accuracy
 EW1933;SPC CA 5     -   575,930.    1,985,300.      MT  (+/- 180 meters Scaled)
 EW1933
 EW1933                          SUPERSEDED SURVEY CONTROL
 EW1933
 EW1933  NGVD 29 (??/??/92)  332.934  (m)         1092.30   (f) ADJ UNCH    1 1
 EW1933
 EW1933.Superseded values are not recommended for survey control.
 EW1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1933.See file dsdata.txt to determine how the superseded data were derived.
 EW1933
 EW1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT931832(NAD 83)
 EW1933_MARKER: P = PIPE CAP
 EW1933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1933_SP_SET: WELL
 EW1933_STAMPING: RE 5869
 EW1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1933
 EW1933  HISTORY     - Date     Condition        Report By
 EW1933  HISTORY     - UNK      MONUMENTED       CA-037
 EW1933  HISTORY     - 1968     GOOD             CA-037
 EW1933
 EW1933                          STATION DESCRIPTION
 EW1933
 EW1933'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1933'0.9 MI SE FROM DEVILS.
 EW1933'LINCOLN AVENUE AND ACACIA STREET (TO THE EAST), AT THE CENTER
 EW1933'LINE INTERSECTION, SET ABOUT 10 INCHES BELOW THE SURFACE IN A
 EW1933'WELL AND PROTECTED BY A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0704 ***********************************************************************
 FV0704  DESIGNATION -  24 20
 FV0704  PID         -  FV0704
 FV0704  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0704  USGS QUAD   -  PISMO BEACH (1994)
 FV0704
 FV0704                         *CURRENT SURVEY CONTROL
 FV0704  ___________________________________________________________________
 FV0704* NAD 83(1986)-  35 08 33.     (N)    120 37 59.     (W)     SCALED    
 FV0704* NAVD 88     -         8.280  (meters)      27.17   (feet)  ADJUSTED  
 FV0704  ___________________________________________________________________
 FV0704  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 FV0704  DYNAMIC HT  -           8.272 (meters)      27.14  (feet)  COMP
 FV0704  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 FV0704
 FV0704  VERT ORDER  -  FIRST     CLASS I
 FV0704
 FV0704.The horizontal coordinates were scaled from a topographic map and have
 FV0704.an estimated accuracy of +/- 6 seconds.
 FV0704
 FV0704.The orthometric height was determined by differential leveling
 FV0704.and adjusted in June 1991.
 FV0704
 FV0704.The geoid height was determined by GEOID03.
 FV0704
 FV0704.The dynamic height is computed by dividing the NAVD 88
 FV0704.geopotential number by the normal gravity value computed on the
 FV0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0704.degrees latitude (g = 980.6199 gals.).
 FV0704
 FV0704.The modeled gravity was interpolated from observed gravity values.
 FV0704
 FV0704;                    North         East    Units  Estimated Accuracy
 FV0704;SPC CA 5     -   685,340.    1,760,090.      MT  (+/- 180 meters Scaled)
 FV0704
 FV0704                          SUPERSEDED SURVEY CONTROL
 FV0704
 FV0704  NGVD 29 (??/??/92)    7.403  (m)           24.29   (f) ADJ UNCH    1 1
 FV0704
 FV0704.Superseded values are not recommended for survey control.
 FV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0704.See file dsdata.txt to determine how the superseded data were derived.
 FV0704
 FV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD156914(NAD 83)
 FV0704_MARKER: DD = SURVEY DISK
 FV0704_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FV0704_SP_SET: ABUTMENT
 FV0704_STAMPING: 24 20 1916
 FV0704_MARK LOGO: USGS  
 FV0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0704+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 FV0704
 FV0704  HISTORY     - Date     Condition        Report By
 FV0704  HISTORY     - 1916     MONUMENTED       USGS
 FV0704  HISTORY     - 1956     GOOD             NGS
 FV0704  HISTORY     - 1961     GOOD             NGS
 FV0704  HISTORY     - 1977     GOOD             NGS
 FV0704  HISTORY     - 19890215 GOOD             NGS
 FV0704
 FV0704                          STATION DESCRIPTION
 FV0704
 FV0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0704'AT PISMO BEACH.
 FV0704'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0704'FROM THE U.S. HIGHWAY 101 CONCRETE BRIDGE OVER THE RAILROAD AT
 FV0704'PISMO BEACH, AT A STEEL GIRDER BRIDGE ALONG A ROAD OVER PISMO
 FV0704'CREEK, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 FV0704'105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF STEEL GIRDER BRIDGE
 FV0704'262.68 OVER PISMO CREEK, 12 FEET EAST OF THE CENTER LINE OF THE
 FV0704'ROAD, ABOUT 10 FEET LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE
 FV0704'ROAD.
 FV0704
 FV0704                          STATION RECOVERY (1961)
 FV0704
 FV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FV0704'RECOVERED IN GOOD CONDITION.
 FV0704
 FV0704                          STATION RECOVERY (1977)
 FV0704
 FV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0704'RECOVERED IN GOOD CONDITION.
 FV0704
 FV0704                          STATION RECOVERY (1989)
 FV0704
 FV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1212 ***********************************************************************
 FU1212  DESIGNATION -  24 25 11 D USBR
 FU1212  PID         -  FU1212
 FU1212  STATE/COUNTY-  CA/TULARE
 FU1212  USGS QUAD   -  DELANO EAST (1973)
 FU1212
 FU1212                         *CURRENT SURVEY CONTROL
 FU1212  ___________________________________________________________________
 FU1212* NAD 83(1986)-  35 50 54.     (N)    119 13 58.     (W)     SCALED    
 FU1212* NAVD 88     -        99.39   (+/-2cm)     326.1    (feet)  VERTCON   
 FU1212  ___________________________________________________________________
 FU1212  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FU1212  VERT ORDER  -  THIRD (See Below)
 FU1212
 FU1212.The horizontal coordinates were scaled from a topographic map and have
 FU1212.an estimated accuracy of +/- 6 seconds.
 FU1212
 FU1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1212.The vertical order pertains to the NGVD 29 superseded value.
 FU1212
 FU1212.The geoid height was determined by GEOID03.
 FU1212
 FU1212;                    North         East    Units  Estimated Accuracy
 FU1212;SPC CA 4     -   557,170.    1,978,970.      MT  (+/- 180 meters Scaled)
 FU1212
 FU1212                          SUPERSEDED SURVEY CONTROL
 FU1212
 FU1212  NGVD 29 (??/??/??)   98.58   (m)          323.4    (f) RESET       3  
 FU1212
 FU1212.Superseded values are not recommended for survey control.
 FU1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1212.See file dsdata.txt to determine how the superseded data were derived.
 FU1212
 FU1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV983694(NAD 83)
 FU1212_MARKER: DD = SURVEY DISK
 FU1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1212_STAMPING: 24-25-11D
 FU1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1212+STABILITY: SURFACE MOTION
 FU1212
 FU1212  HISTORY     - Date     Condition        Report By
 FU1212  HISTORY     - UNK      MONUMENTED       BOR
 FU1212  HISTORY     - 1953     GOOD             NGS
 FU1212  HISTORY     - 1962     GOOD             NGS
 FU1212
 FU1212                          STATION DESCRIPTION
 FU1212
 FU1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1212'4.4 MI SE FROM EARLIMART.
 FU1212'2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU1212'EARLIMART, THENCE 1.9 MILES EAST ALONG AVENUE 32 (5E), AT THE
 FU1212'INTERSECTION OF ROAD 152 (19 1/2 N), 22 1/2 FEET WEST OF THE
 FU1212'CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE
 FU1212'AVENUE, 1 1/2 FEET EAST OF POWER LINE POLE 715259E, 2.0 FEET
 FU1212'SOUTHWEST OF A 5- BY 5-INCH WHITE PAINTED AVENUE MARKER POST, ABOUT
 FU1212'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 FU1212'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FU1212
 FU1212                          STATION RECOVERY (1962)
 FU1212
 FU1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1210 ***********************************************************************
 FU1210  DESIGNATION -  24 25 12 H USBR
 FU1210  PID         -  FU1210
 FU1210  STATE/COUNTY-  CA/TULARE
 FU1210  USGS QUAD   -  DELANO EAST (1973)
 FU1210
 FU1210                         *CURRENT SURVEY CONTROL
 FU1210  ___________________________________________________________________
 FU1210* NAD 83(1986)-  35 50 55.     (N)    119 13 24.     (W)     SCALED    
 FU1210* NAVD 88     -       102.36   (+/-2cm)     335.8    (feet)  VERTCON   
 FU1210  ___________________________________________________________________
 FU1210  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FU1210  VERT ORDER  -  THIRD (See Below)
 FU1210
 FU1210.The horizontal coordinates were scaled from a topographic map and have
 FU1210.an estimated accuracy of +/- 6 seconds.
 FU1210
 FU1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1210.The vertical order pertains to the NGVD 29 superseded value.
 FU1210
 FU1210.The geoid height was determined by GEOID03.
 FU1210
 FU1210;                    North         East    Units  Estimated Accuracy
 FU1210;SPC CA 4     -   557,200.    1,979,820.      MT  (+/- 180 meters Scaled)
 FU1210
 FU1210                          SUPERSEDED SURVEY CONTROL
 FU1210
 FU1210  NGVD 29 (??/??/??)  101.55   (m)          333.2    (f) RESET       3  
 FU1210
 FU1210.Superseded values are not recommended for survey control.
 FU1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1210.See file dsdata.txt to determine how the superseded data were derived.
 FU1210
 FU1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV992694(NAD 83)
 FU1210_MARKER: DD = SURVEY DISK
 FU1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1210_STAMPING: 24-25-12H
 FU1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1210+STABILITY: SURFACE MOTION
 FU1210
 FU1210  HISTORY     - Date     Condition        Report By
 FU1210  HISTORY     - UNK      MONUMENTED       BOR
 FU1210  HISTORY     - 1953     GOOD             NGS
 FU1210  HISTORY     - 1962     GOOD             NGS
 FU1210
 FU1210                          STATION DESCRIPTION
 FU1210
 FU1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1210'4.9 MI SE FROM EARLIMART.
 FU1210'2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU1210'EARLIMART, THENCE 2.4 MILES EAST ALONG AVENUE 32 (SE), AT THE
 FU1210'INTERSECTION OF ROAD 156 (20N), IN LINE WITH A ROW OF TELEPHONE
 FU1210'POLES, 29 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 26.9 FEET
 FU1210'SOUTHEAST OF THE SOUTHEAST SIDE OF A 48-INCH IRRIGATION CONCRETE
 FU1210'STANDPIPE PROJECTING ABOUT 7 FEET ABOVE THE GROUND, 22 FEET WEST
 FU1210'OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF A WITNESS POST,
 FU1210'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 FU1210'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FU1210
 FU1210                          STATION RECOVERY (1962)
 FU1210
 FU1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1213 ***********************************************************************
 FU1213  DESIGNATION -  24 25 14 F USBR
 FU1213  PID         -  FU1213
 FU1213  STATE/COUNTY-  CA/TULARE
 FU1213  USGS QUAD   -  DELANO EAST (1973)
 FU1213
 FU1213                         *CURRENT SURVEY CONTROL
 FU1213  ___________________________________________________________________
 FU1213* NAD 83(1986)-  35 50 51.     (N)    119 14 28.     (W)     SCALED    
 FU1213* NAVD 88     -        96.27   (+/-2cm)     315.8    (feet)  VERTCON   
 FU1213  ___________________________________________________________________
 FU1213  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FU1213  VERT ORDER  -  THIRD (See Below)
 FU1213
 FU1213.The horizontal coordinates were scaled from a topographic map and have
 FU1213.an estimated accuracy of +/- 6 seconds.
 FU1213
 FU1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1213.The vertical order pertains to the NGVD 29 superseded value.
 FU1213
 FU1213.The geoid height was determined by GEOID03.
 FU1213
 FU1213;                    North         East    Units  Estimated Accuracy
 FU1213;SPC CA 4     -   557,080.    1,978,220.      MT  (+/- 180 meters Scaled)
 FU1213
 FU1213                          SUPERSEDED SURVEY CONTROL
 FU1213
 FU1213  NGVD 29 (??/??/??)   95.46   (m)          313.2    (f) RESET       3  
 FU1213
 FU1213.Superseded values are not recommended for survey control.
 FU1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1213.See file dsdata.txt to determine how the superseded data were derived.
 FU1213
 FU1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV976693(NAD 83)
 FU1213_MARKER: DD = SURVEY DISK
 FU1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1213_STAMPING: 24-25-14F
 FU1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1213+STABILITY: SURFACE MOTION
 FU1213
 FU1213  HISTORY     - Date     Condition        Report By
 FU1213  HISTORY     - UNK      MONUMENTED       BOR
 FU1213  HISTORY     - 1953     GOOD             NGS
 FU1213  HISTORY     - 1962     GOOD             NGS
 FU1213
 FU1213                          STATION DESCRIPTION
 FU1213
 FU1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1213'3.9 MI SE FROM EARLIMART.
 FU1213'2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU1213'EARLIMART, THENCE 1.4 MILES EAST ALONG AVENUE 32 (5E), AT THE
 FU1213'INTERSECTION OF A DIRT FARM ROAD, IN LINE WITH A ROW OF POWER
 FU1213'LINE POLES, 22 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 17
 FU1213'FEET WEST OF THE CENTER LINE OF THE ROAD, 9.8 FEET EAST OF THE
 FU1213'EAST SIDE OF A 10-INCH IRRIGATION CONCRETE STANDPIPE PROJECTING
 FU1213'ABOUT 10 FEET ABOVE THE GROUND, 2 FEET NORTHEAST OF A POWER LINE
 FU1213'POLE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU1213'AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 FU1213'ABOVE THE GROUND.  NOTE-- DISK IS SLANTING.  ROD WAS HELD OVER
 FU1213'THE LETTERS EAN OF MEAN AND VEL OF LEVEL.
 FU1213
 FU1213                          STATION RECOVERY (1962)
 FU1213
 FU1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0794 ***********************************************************************
 FU0794  DESIGNATION -  24 25 15 F USBR
 FU0794  PID         -  FU0794
 FU0794  STATE/COUNTY-  CA/TULARE
 FU0794  USGS QUAD   -  DELANO WEST (1969)
 FU0794
 FU0794                         *CURRENT SURVEY CONTROL
 FU0794  ___________________________________________________________________
 FU0794* NAD 83(1986)-  35 50 52.     (N)    119 15 31.     (W)     SCALED    
 FU0794* NAVD 88     -        90.41   (+/-2cm)     296.6    (feet)  VERTCON   
 FU0794  ___________________________________________________________________
 FU0794  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 FU0794  VERT ORDER  -  THIRD (See Below)
 FU0794
 FU0794.The horizontal coordinates were scaled from a topographic map and have
 FU0794.an estimated accuracy of +/- 6 seconds.
 FU0794
 FU0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0794.The vertical order pertains to the NGVD 29 superseded value.
 FU0794
 FU0794.The geoid height was determined by GEOID03.
 FU0794
 FU0794;                    North         East    Units  Estimated Accuracy
 FU0794;SPC CA 4     -   557,120.    1,976,640.      MT  (+/- 180 meters Scaled)
 FU0794
 FU0794                          SUPERSEDED SURVEY CONTROL
 FU0794
 FU0794  NGVD 29 (??/??/??)   89.60   (m)          294.0    (f) RESET       3  
 FU0794
 FU0794.Superseded values are not recommended for survey control.
 FU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0794.See file dsdata.txt to determine how the superseded data were derived.
 FU0794
 FU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV960694(NAD 83)
 FU0794_MARKER: DD = SURVEY DISK
 FU0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0794_STAMPING: 24-25-15F
 FU0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0794+STABILITY: SURFACE MOTION
 FU0794
 FU0794  HISTORY     - Date     Condition        Report By
 FU0794  HISTORY     - UNK      MONUMENTED       BOR
 FU0794  HISTORY     - 1957     GOOD             NGS
 FU0794  HISTORY     - 1962     GOOD             NGS
 FU0794
 FU0794                          STATION DESCRIPTION
 FU0794
 FU0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0794'2.9 MI S FROM EARLIMART.
 FU0794'2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0794'EARLIMART, THENCE 0.4 MILE EAST ALONG AVENUE 32 (5E), IN R25E T19S,
 FU0794'IN THE NORTHWEST QUARTER OF SECTION 15, AT THE INTERSECTION OF A
 FU0794'DIRT FARM ROAD, AT THE CROSSING OF A POWER LINE, 92.8 FEET SOUTHEAST
 FU0794'OF AND ACROSS THE AVENUE FROM THE SOUTHEAST CORNER OF A SMALL WHITE
 FU0794'HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 20 FEET
 FU0794'WEST OF THE CENTER LINE OF THE ROAD, 9.2 FEET NORTHWEST OF A
 FU0794'6-INCH STEEL IRRIGATION STANDPIPE, 1.0 FOOT SOUTH OF POWER LINE
 FU0794'POLE NO. 1018558E, 0.9 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT
 FU0794'HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 FU0794'PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- DISK IS SLANTING.
 FU0794'ROD HELD OVER ELE OF ELEVATION AND ABO OF ABOVE
 FU0794
 FU0794                          STATION RECOVERY (1962)
 FU0794
 FU0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1201 ***********************************************************************
 FU1201  DESIGNATION -  24 26 14 G USBR
 FU1201  PID         -  FU1201
 FU1201  STATE/COUNTY-  CA/TULARE
 FU1201  USGS QUAD   -  DELANO EAST (1973)
 FU1201
 FU1201                         *CURRENT SURVEY CONTROL
 FU1201  ___________________________________________________________________
 FU1201* NAD 83(1986)-  35 50 29.     (N)    119 08 34.     (W)     SCALED    
 FU1201* NAVD 88     -       127.92   (+/-2cm)     419.7    (feet)  VERTCON   
 FU1201  ___________________________________________________________________
 FU1201  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FU1201  VERT ORDER  -  THIRD (See Below)
 FU1201
 FU1201.The horizontal coordinates were scaled from a topographic map and have
 FU1201.an estimated accuracy of +/- 6 seconds.
 FU1201
 FU1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1201.The vertical order pertains to the NGVD 29 superseded value.
 FU1201
 FU1201.The geoid height was determined by GEOID03.
 FU1201
 FU1201;                    North         East    Units  Estimated Accuracy
 FU1201;SPC CA 4     -   556,390.    1,987,100.      MT  (+/- 180 meters Scaled)
 FU1201
 FU1201                          SUPERSEDED SURVEY CONTROL
 FU1201
 FU1201  NGVD 29 (??/??/??)  127.10   (m)          417.0    (f) RESET       3  
 FU1201
 FU1201.Superseded values are not recommended for survey control.
 FU1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1201.See file dsdata.txt to determine how the superseded data were derived.
 FU1201
 FU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV064684(NAD 83)
 FU1201_MARKER: DD = SURVEY DISK
 FU1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1201_STAMPING: 24-26-14 G
 FU1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1201+STABILITY: SURFACE MOTION
 FU1201
 FU1201  HISTORY     - Date     Condition        Report By
 FU1201  HISTORY     - UNK      MONUMENTED       BOR
 FU1201  HISTORY     - 1957     GOOD             NGS
 FU1201
 FU1201                          STATION DESCRIPTION
 FU1201
 FU1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1201'5 MI NE FROM JOVISTA.
 FU1201'2.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1201'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 2.0 MILES
 FU1201'EAST ALONG AVENUE 24 (4E), THENCE 0.5 MILE NORTH ALONG ROAD
 FU1201'192 (24 1/2 N), IN R26E T24S, IN THE SOUTHWEST CORNER OF THE
 FU1201'NORTHWEST QUARTER OF SECTION 14, 0.4 MILE SOUTH OF BENCH MARK
 FU1201'P 758, AT THE INTERSECTION OF A DIRT ROAD, AT THE T JUNCTION
 FU1201'OF POWER LINES, 27 1/2 FEET EAST OF THE CENTER LINE OF ROAD 192,
 FU1201'25 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET
 FU1201'NORTHEAST OF POWER LINE POLE 895332 E, 0.8 FOOT SOUTH OF A
 FU1201'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET
 FU1201'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1200 ***********************************************************************
 FU1200  DESIGNATION -  24 26 14 H RESET 1953
 FU1200  PID         -  FU1200
 FU1200  STATE/COUNTY-  CA/TULARE
 FU1200  USGS QUAD   -  DELANO EAST (1973)
 FU1200
 FU1200                         *CURRENT SURVEY CONTROL
 FU1200  ___________________________________________________________________
 FU1200* NAD 83(1986)-  35 50 03.     (N)    119 08 04.     (W)     SCALED    
 FU1200* NAVD 88     -       133.60   (+/-2cm)     438.3    (feet)  VERTCON   
 FU1200  ___________________________________________________________________
 FU1200  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 FU1200  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1200
 FU1200.The horizontal coordinates were scaled from a topographic map and have
 FU1200.an estimated accuracy of +/- 6 seconds.
 FU1200
 FU1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1200.The vertical order pertains to the NGVD 29 superseded value.
 FU1200
 FU1200.The geoid height was determined by GEOID03.
 FU1200
 FU1200;                    North         East    Units  Estimated Accuracy
 FU1200;SPC CA 4     -   555,580.    1,987,850.      MT  (+/- 180 meters Scaled)
 FU1200
 FU1200                          SUPERSEDED SURVEY CONTROL
 FU1200
 FU1200  NGVD 29 (??/??/92)  132.779  (m)          435.63   (f) ADJ UNCH    1 2
 FU1200
 FU1200.Superseded values are not recommended for survey control.
 FU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1200.See file dsdata.txt to determine how the superseded data were derived.
 FU1200
 FU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV072676(NAD 83)
 FU1200_MARKER: DB = BENCH MARK DISK
 FU1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1200_STAMPING: 24-26-14H RESET
 FU1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1200+STABILITY: SURFACE MOTION
 FU1200
 FU1200  HISTORY     - Date     Condition        Report By
 FU1200  HISTORY     - UNK      MONUMENTED       BOR
 FU1200  HISTORY     - 1953     GOOD             NGS
 FU1200  HISTORY     - 1957     MARK NOT FOUND   NGS
 FU1200
 FU1200                          STATION DESCRIPTION
 FU1200
 FU1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1200'5 MI NE FROM JOVISTA.
 FU1200'2.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1200'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 2.5 MILES
 FU1200'EAST ALONG AVENUE 24 (4E), AT THE T JUNCTION OF AN OILED FARM
 FU1200'ROAD LEADING SOUTH, AT THE CROSSNG OF A POWER LINE, 23 FEET
 FU1200'NORTH OF THE CENTER LINE OF THE AVENUE, 14 FEET WEST OF THE
 FU1200'PROLONGATION OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST
 FU1200'OF POWER LINE POLE 629470E, 1.5 FEET WEST OF A WITNESS POST,
 FU1200'ABOUT LEVEL WITH THE AVENUE, FLUSH WITH THE GROUND, AND SET
 FU1200'IN THE TOP OF A CONCRETE POST.
 FU1200
 FU1200                          STATION RECOVERY (1957)
 FU1200
 FU1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FU1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1205 ***********************************************************************
 FU1205  DESIGNATION -  24 26 17 E USBR
 FU1205  PID         -  FU1205
 FU1205  STATE/COUNTY-  CA/TULARE
 FU1205  USGS QUAD   -  DELANO EAST (1973)
 FU1205
 FU1205                         *CURRENT SURVEY CONTROL
 FU1205  ___________________________________________________________________
 FU1205* NAD 83(1986)-  35 50 31.     (N)    119 10 44.     (W)     SCALED    
 FU1205* NAVD 88     -       116.65   (+/-2cm)     382.7    (feet)  VERTCON   
 FU1205  ___________________________________________________________________
 FU1205  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 FU1205  VERT ORDER  -  THIRD (See Below)
 FU1205
 FU1205.The horizontal coordinates were scaled from a topographic map and have
 FU1205.an estimated accuracy of +/- 6 seconds.
 FU1205
 FU1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1205.The vertical order pertains to the NGVD 29 superseded value.
 FU1205
 FU1205.The geoid height was determined by GEOID03.
 FU1205
 FU1205;                    North         East    Units  Estimated Accuracy
 FU1205;SPC CA 4     -   556,450.    1,983,840.      MT  (+/- 180 meters Scaled)
 FU1205
 FU1205                          SUPERSEDED SURVEY CONTROL
 FU1205
 FU1205  NGVD 29 (??/??/??)  115.84   (m)          380.1    (f) RESET       3  
 FU1205
 FU1205.Superseded values are not recommended for survey control.
 FU1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1205.See file dsdata.txt to determine how the superseded data were derived.
 FU1205
 FU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV032686(NAD 83)
 FU1205_MARKER: DD = SURVEY DISK
 FU1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1205_STAMPING: 24-26-17E
 FU1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1205+STABILITY: SURFACE MOTION
 FU1205
 FU1205  HISTORY     - Date     Condition        Report By
 FU1205  HISTORY     - UNK      MONUMENTED       BOR
 FU1205  HISTORY     - 1953     GOOD             NGS
 FU1205  HISTORY     - 1962     GOOD             NGS
 FU1205
 FU1205                          STATION DESCRIPTION
 FU1205
 FU1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1205'3 MI N FROM JOVISTA.
 FU1205'3.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1205'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE T JUNCTION
 FU1205'OF A DIRT ROAD ROAD LEADING WEST, 105 1/2 FEET NORTH OF THE
 FU1205'CENTER LINE OF THE FARM ROAD, 52.1 FEET EAST OF THE EAST SIDE OF
 FU1205'A 48-INCH IRRIGATION CONCRETE STANDPIPE, 28 FEET WEST OF THE
 FU1205'CENTER LINE OF ROAD 176, 2 FEET NORTHWEST OF POWER LINE POLE
 FU1205'527494E SUPPORTING A TRANSFORMER, 1.5 FEET SOUTH OF A WITNESS
 FU1205'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FU1205'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  IN R26E
 FU1205'T24S, IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION
 FU1205'17.  NOTE-- SLANTING DISK, THE ROD HELD OVER THE LETTERS RS OF
 FU1205'THE WORD DOLLARS AND THE LETTER F OF THE WORD FINE DURING THE
 FU1205'1957 RELEVELING.
 FU1205
 FU1205                          STATION RECOVERY (1962)
 FU1205
 FU1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1196 ***********************************************************************
 FU1196  DESIGNATION -  24 26 20 E USBR
 FU1196  PID         -  FU1196
 FU1196  STATE/COUNTY-  CA/TULARE
 FU1196  USGS QUAD   -  DELANO EAST (1973)
 FU1196
 FU1196                         *CURRENT SURVEY CONTROL
 FU1196  ___________________________________________________________________
 FU1196* NAD 83(1986)-  35 49 37.     (N)    119 10 43.     (W)     SCALED    
 FU1196* NAVD 88     -       117.54   (+/-2cm)     385.6    (feet)  VERTCON   
 FU1196  ___________________________________________________________________
 FU1196  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 FU1196  VERT ORDER  -  THIRD (See Below)
 FU1196
 FU1196.The horizontal coordinates were scaled from a topographic map and have
 FU1196.an estimated accuracy of +/- 6 seconds.
 FU1196
 FU1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1196.The vertical order pertains to the NGVD 29 superseded value.
 FU1196
 FU1196.The geoid height was determined by GEOID03.
 FU1196
 FU1196;                    North         East    Units  Estimated Accuracy
 FU1196;SPC CA 4     -   554,790.    1,983,860.      MT  (+/- 180 meters Scaled)
 FU1196
 FU1196                          SUPERSEDED SURVEY CONTROL
 FU1196
 FU1196  NGVD 29 (??/??/??)  116.72   (m)          382.9    (f) RESET       3  
 FU1196
 FU1196.Superseded values are not recommended for survey control.
 FU1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1196.See file dsdata.txt to determine how the superseded data were derived.
 FU1196
 FU1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV032669(NAD 83)
 FU1196_MARKER: DD = SURVEY DISK
 FU1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1196_STAMPING: 24-26-20E
 FU1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1196+STABILITY: SURFACE MOTION
 FU1196
 FU1196  HISTORY     - Date     Condition        Report By
 FU1196  HISTORY     - UNK      MONUMENTED       BOR
 FU1196  HISTORY     - 1953     GOOD             NGS
 FU1196  HISTORY     - 1962     GOOD             NGS
 FU1196
 FU1196                          STATION DESCRIPTION
 FU1196
 FU1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1196'2 MI N FROM JOVISTA.
 FU1196'2.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1196'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION
 FU1196'OF A DIRT FARM ROAD, AT 2 POWER LINE POLES SUPPORTING A
 FU1196'TRANSFORMER, 25 1/2 FEET WEST OF THE CENTER LINE OF ROAD 176,
 FU1196'23 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 21.2 FEET
 FU1196'NORTHEAST OF THE NORTHEAST SIDE OF A 48-INCH CONCRETE IRRIGATION
 FU1196'STANDPIPE, 7 FEET SOUTH OF POWER LINE POLE 492560E, 2 1/2 FEET
 FU1196'NORTHWEST OF POWER LINE POLE 492561E, 1.5 FEET SOUTH OF A
 FU1196'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 FU1196'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  IN R26E
 FU1196'T24S, IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION
 FU1196'20.
 FU1196
 FU1196                          STATION RECOVERY (1962)
 FU1196
 FU1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1194 ***********************************************************************
 FU1194  DESIGNATION -  24 26 21 USBR
 FU1194  PID         -  FU1194
 FU1194  STATE/COUNTY-  CA/TULARE
 FU1194  USGS QUAD   -  DELANO EAST (1973)
 FU1194
 FU1194                         *CURRENT SURVEY CONTROL
 FU1194  ___________________________________________________________________
 FU1194* NAD 83(1986)-  35 49 34.     (N)    119 10 14.     (W)     SCALED    
 FU1194* NAVD 88     -       121.89   (+/-2cm)     399.9    (feet)  VERTCON   
 FU1194  ___________________________________________________________________
 FU1194  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 FU1194  VERT ORDER  -  THIRD (See Below)
 FU1194
 FU1194.The horizontal coordinates were scaled from a topographic map and have
 FU1194.an estimated accuracy of +/- 6 seconds.
 FU1194
 FU1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1194.The vertical order pertains to the NGVD 29 superseded value.
 FU1194
 FU1194.The geoid height was determined by GEOID03.
 FU1194
 FU1194;                    North         East    Units  Estimated Accuracy
 FU1194;SPC CA 4     -   554,690.    1,984,590.      MT  (+/- 180 meters Scaled)
 FU1194
 FU1194                          SUPERSEDED SURVEY CONTROL
 FU1194
 FU1194  NGVD 29 (??/??/??)  121.08   (m)          397.2    (f) RESET       3  
 FU1194
 FU1194.Superseded values are not recommended for survey control.
 FU1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1194.See file dsdata.txt to determine how the superseded data were derived.
 FU1194
 FU1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV039668(NAD 83)
 FU1194_MARKER: DD = SURVEY DISK
 FU1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1194_STAMPING: 24-26-21
 FU1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1194+STABILITY: SURFACE MOTION
 FU1194
 FU1194  HISTORY     - Date     Condition        Report By
 FU1194  HISTORY     - UNK      MONUMENTED       BOR
 FU1194  HISTORY     - 1953     GOOD             NGS
 FU1194  HISTORY     - 1966     GOOD             NGS
 FU1194
 FU1194                          STATION DESCRIPTION
 FU1194
 FU1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1194'2.3 MI N FROM JOVISTA.
 FU1194'2.3 MILES NORTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN
 FU1194'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE T JUNCTION
 FU1194'OF THE ROAD ON THE WEST LEVEE AND A FARM ROAD LEADING WEST, AT
 FU1194'TWO POWER LINE POLES SUPPORTING A LARGE TRANSFORMER, 185.6
 FU1194'FEET WEST OF BENCH MARK Z 454 (USBR), 39 FEET WEST OF THE
 FU1194'CENTER LINE OF A NORTH-SOUTH FARM DIRT ROAD, 24 FEET NORTH OF
 FU1194'THE CENTER LINE OF THE FARM ROAD LEADING WEST, 2 FEET NORTHEAST
 FU1194'OF POWER LINE POLE 652130E, 1.3 FEET SOUTH OF A WITNESS POST,
 FU1194'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 FU1194'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  IN R26E T24S, IN
 FU1194'THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 21.
 FU1194
 FU1194                          STATION RECOVERY (1966)
 FU1194
 FU1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0915 ***********************************************************************
 FU0915  DESIGNATION -  24 26 26 D USBR
 FU0915  PID         -  FU0915
 FU0915  STATE/COUNTY-  CA/TULARE
 FU0915  USGS QUAD   -  RICHGROVE (1973)
 FU0915
 FU0915                         *CURRENT SURVEY CONTROL
 FU0915  ___________________________________________________________________
 FU0915* NAD 83(1986)-  35 48 18.     (N)    119 07 30.     (W)     SCALED    
 FU0915* NAVD 88     -       145.97   (+/-2cm)     478.9    (feet)  VERTCON   
 FU0915  ___________________________________________________________________
 FU0915  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 FU0915  VERT ORDER  -  THIRD (See Below)
 FU0915
 FU0915.The horizontal coordinates were scaled from a topographic map and have
 FU0915.an estimated accuracy of +/- 6 seconds.
 FU0915
 FU0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0915.The vertical order pertains to the NGVD 29 superseded value.
 FU0915
 FU0915.The geoid height was determined by GEOID03.
 FU0915
 FU0915;                    North         East    Units  Estimated Accuracy
 FU0915;SPC CA 4     -   552,350.    1,988,700.      MT  (+/- 180 meters Scaled)
 FU0915
 FU0915                          SUPERSEDED SURVEY CONTROL
 FU0915
 FU0915  NGVD 29 (??/??/??)  145.15   (m)          476.2    (f) RESET       3  
 FU0915
 FU0915.Superseded values are not recommended for survey control.
 FU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0915.See file dsdata.txt to determine how the superseded data were derived.
 FU0915
 FU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV079644(NAD 83)
 FU0915_MARKER: DD = SURVEY DISK
 FU0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0915_STAMPING: 24-26-26D
 FU0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0915+STABILITY: SURFACE MOTION
 FU0915
 FU0915  HISTORY     - Date     Condition        Report By
 FU0915  HISTORY     - UNK      MONUMENTED       BOR
 FU0915  HISTORY     - 1953     GOOD             NGS
 FU0915  HISTORY     - 1966     GOOD             NGS
 FU0915
 FU0915                          STATION DESCRIPTION
 FU0915
 FU0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0915'1.4 MI W FROM RICHGROVE.
 FU0915'0.3 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0915'FROM THE RICHGROVE SCHOOL AT RICHGROVE, THENCE 1.1 MILES WEST
 FU0915'ALONG AVENUE 8 (2E), AT THE T JUNCTION OF ROAD 200 (25 1/2 N),
 FU0915'LEADING SOUTH, AT THE T JUNCTION OF A DIRT FARM ROAD LEADING
 FU0915'NORTH, 31 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF
 FU0915'ROAD 200, 25 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 FU0915'20 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 2 1/2 FEET
 FU0915'NORTHEAST OF A POWER LINE POLE, 1.2 FEET WEST OF A WITNESS
 FU0915'POST, ABOUT LEVEL WITH EH AVENUE, AND SET IN THE TOP OF A
 FU0915'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  IN R26E
 FU0915'T24S, IN THE SOUTHEAST CORNER OF SECTION 26.
 FU0915
 FU0915                          STATION RECOVERY (1966)
 FU0915
 FU0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1191 ***********************************************************************
 FU1191  DESIGNATION -  24 26 28 G USBR
 FU1191  PID         -  FU1191
 FU1191  STATE/COUNTY-  CA/TULARE
 FU1191  USGS QUAD   -  DELANO EAST (1973)
 FU1191
 FU1191                         *CURRENT SURVEY CONTROL
 FU1191  ___________________________________________________________________
 FU1191* NAD 83(1986)-  35 48 44.     (N)    119 10 43.     (W)     SCALED    
 FU1191* NAVD 88     -       120.75   (+/-2cm)     396.2    (feet)  VERTCON   
 FU1191  ___________________________________________________________________
 FU1191  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 FU1191  VERT ORDER  -  THIRD (See Below)
 FU1191
 FU1191.The horizontal coordinates were scaled from a topographic map and have
 FU1191.an estimated accuracy of +/- 6 seconds.
 FU1191
 FU1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1191.The vertical order pertains to the NGVD 29 superseded value.
 FU1191
 FU1191.The geoid height was determined by GEOID03.
 FU1191
 FU1191;                    North         East    Units  Estimated Accuracy
 FU1191;SPC CA 4     -   553,150.    1,983,860.      MT  (+/- 180 meters Scaled)
 FU1191
 FU1191                          SUPERSEDED SURVEY CONTROL
 FU1191
 FU1191  NGVD 29 (??/??/??)  119.94   (m)          393.5    (f) RESET       3  
 FU1191
 FU1191.Superseded values are not recommended for survey control.
 FU1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1191.See file dsdata.txt to determine how the superseded data were derived.
 FU1191
 FU1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV031653(NAD 83)
 FU1191_MARKER: DD = SURVEY DISK
 FU1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1191_STAMPING: 24-26-28G
 FU1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1191+STABILITY: SURFACE MOTION
 FU1191
 FU1191  HISTORY     - Date     Condition        Report By
 FU1191  HISTORY     - UNK      MONUMENTED       BOR
 FU1191  HISTORY     - 1957     GOOD             NGS
 FU1191  HISTORY     - 1962     GOOD             NGS
 FU1191
 FU1191                          STATION DESCRIPTION
 FU1191
 FU1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1191'1 MI N FROM JOVISTA.
 FU1191'1.0 MILE NORTH ALONG ROAD 176 (2E) FROM THE SOUTHERN PACIFIC
 FU1191'COMPANY RAILROAD STATION AT JOVISTA, IN R26E T24S, IN THE
 FU1191'SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 28, AT THE
 FU1191'OFFSET INTERSECTION OF AVENUE 12, 23 FEET NORTH OF THE CENTER
 FU1191'LINE OF AVENUE 12 LEADING EAST, 21 FEET EAST OF THE CENTER
 FU1191'LINE OF THE ROAD, 10.7 FEET SOUTH OF A 6- BY 6-INCH POST (MARKING
 FU1191'ROAD 176 AND AVENUE 12), 5 FEET NORTH OF THE PROLONGATION OF
 FU1191'THE CENTER LINE OF AVENUE 12 LEADING WEST, 1.5 FEET SOUTH OF
 FU1191'POWER LINE POLE 745870E SUPPORTING TWO TRANSFORMERS, 1.3 FEET
 FU1191'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 FU1191'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FU1191
 FU1191                          STATION RECOVERY (1962)
 FU1191
 FU1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1175 ***********************************************************************
 FU1175  DESIGNATION -  24 26 30 H USBR
 FU1175  PID         -  FU1175
 FU1175  STATE/COUNTY-  CA/TULARE
 FU1175  USGS QUAD   -  DELANO EAST (1973)
 FU1175
 FU1175                         *CURRENT SURVEY CONTROL
 FU1175  ___________________________________________________________________
 FU1175* NAD 83(1986)-  35 48 19.     (N)    119 12 20.     (W)     SCALED    
 FU1175* NAVD 88     -       111.98   (+/-2cm)     367.4    (feet)  VERTCON   
 FU1175  ___________________________________________________________________
 FU1175  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 FU1175  VERT ORDER  -  THIRD (See Below)
 FU1175
 FU1175.The horizontal coordinates were scaled from a topographic map and have
 FU1175.an estimated accuracy of +/- 6 seconds.
 FU1175
 FU1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1175.The vertical order pertains to the NGVD 29 superseded value.
 FU1175
 FU1175.The geoid height was determined by GEOID03.
 FU1175
 FU1175;                    North         East    Units  Estimated Accuracy
 FU1175;SPC CA 4     -   552,390.    1,981,420.      MT  (+/- 180 meters Scaled)
 FU1175
 FU1175                          SUPERSEDED SURVEY CONTROL
 FU1175
 FU1175  NGVD 29 (??/??/??)  111.17   (m)          364.7    (f) RESET       3  
 FU1175
 FU1175.Superseded values are not recommended for survey control.
 FU1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1175.See file dsdata.txt to determine how the superseded data were derived.
 FU1175
 FU1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV007645(NAD 83)
 FU1175_MARKER: DD = SURVEY DISK
 FU1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1175_STAMPING: 24-26-30H
 FU1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1175+STABILITY: SURFACE MOTION
 FU1175
 FU1175  HISTORY     - Date     Condition        Report By
 FU1175  HISTORY     - UNK      MONUMENTED       BOR
 FU1175  HISTORY     - 1953     GOOD             NGS
 FU1175  HISTORY     - 1962     GOOD             NGS
 FU1175
 FU1175                          STATION DESCRIPTION
 FU1175
 FU1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1175'2 MI W FROM JOVISTA.
 FU1175'0.5 MILE NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1175'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 1.5 MILES
 FU1175'WEST ALONG AVENUE 8 (2E), AT THE T JUNCTION OF ROAD 164 (21N),
 FU1175'IN LINE WITH A ROW OF POWER LINE POLES, 58 FEET SOUTH OF THE
 FU1175'CENTER OF THE 2 POWER LINE POLES SUPPORTING A TRANSFORMER, 24
 FU1175'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 19 FEET WEST
 FU1175'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF POWER
 FU1175'LINE POLE 774642E, 1.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 FU1175'WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU1175'0.1 FOOT ABOVE THE GROUND.  IN R26E T24S, IN THE SOUTHEAST
 FU1175'CORNER OF THE SOUTHWEST QUARTER OF SECTION 30.
 FU1175
 FU1175                          STATION RECOVERY (1962)
 FU1175
 FU1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1180 ***********************************************************************
 FU1180  DESIGNATION -  24 26 33 F USBR
 FU1180  PID         -  FU1180
 FU1180  STATE/COUNTY-  CA/TULARE
 FU1180  USGS QUAD   -  DELANO EAST (1973)
 FU1180
 FU1180                         *CURRENT SURVEY CONTROL
 FU1180  ___________________________________________________________________
 FU1180* NAD 83(1986)-  35 48 18.     (N)    119 10 11.     (W)     SCALED    
 FU1180* NAVD 88     -       126.57   (+/-2cm)     415.3    (feet)  VERTCON   
 FU1180  ___________________________________________________________________
 FU1180  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FU1180  VERT ORDER  -  THIRD (See Below)
 FU1180
 FU1180.The horizontal coordinates were scaled from a topographic map and have
 FU1180.an estimated accuracy of +/- 6 seconds.
 FU1180
 FU1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1180.The vertical order pertains to the NGVD 29 superseded value.
 FU1180
 FU1180.The geoid height was determined by GEOID03.
 FU1180
 FU1180;                    North         East    Units  Estimated Accuracy
 FU1180;SPC CA 4     -   552,350.    1,984,660.      MT  (+/- 180 meters Scaled)
 FU1180
 FU1180                          SUPERSEDED SURVEY CONTROL
 FU1180
 FU1180  NGVD 29 (??/??/??)  125.75   (m)          412.6    (f) RESET       3  
 FU1180
 FU1180.Superseded values are not recommended for survey control.
 FU1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1180.See file dsdata.txt to determine how the superseded data were derived.
 FU1180
 FU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV039644(NAD 83)
 FU1180_MARKER: DD = SURVEY DISK
 FU1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1180_STAMPING: 24-26-33F
 FU1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1180+STABILITY: SURFACE MOTION
 FU1180
 FU1180  HISTORY     - Date     Condition        Report By
 FU1180  HISTORY     - UNK      MONUMENTED       BOR
 FU1180  HISTORY     - 1957     GOOD             NGS
 FU1180  HISTORY     - 1966     GOOD             NGS
 FU1180
 FU1180                          STATION DESCRIPTION
 FU1180
 FU1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1180'1 MI N FROM JOVISTA.
 FU1180'0.5 MILE NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1180'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.5 MILE
 FU1180'EAST ALONG AVENUE 8 (2E), IN R26E T24S, IN THE NORTHEAST CORNER
 FU1180'OF THE NORTHWEST QUARTER OF SECTION 33, AT THE INTERSECTION OF
 FU1180'ROAD 180, 28.1 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 FU1180'CONCRETE IRRIGATION STANDPIPE, 22 FEET SOUTH OF THE CENTER LINE
 FU1180'OF THE AVENUE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU1180'1.9 FEET NORTH OF A 6-BY 6-INCH WHITE PAINTED ROAD MARKER POST,
 FU1180'1.2 FEET NORTHWEST OF POWER LINE POLE 269376E WITH 2 TRANSFORMERS,
 FU1180'0.6 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE,
 FU1180'ABOUT 0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 FU1180'POST.
 FU1180
 FU1180                          STATION RECOVERY (1966)
 FU1180
 FU1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1182 ***********************************************************************
 FU1182  DESIGNATION -  24 26 34 F USBR
 FU1182  PID         -  FU1182
 FU1182  STATE/COUNTY-  CA/TULARE
 FU1182  USGS QUAD   -  DELANO EAST (1973)
 FU1182
 FU1182                         *CURRENT SURVEY CONTROL
 FU1182  ___________________________________________________________________
 FU1182* NAD 83(1986)-  35 48 18.     (N)    119 09 07.     (W)     SCALED    
 FU1182* NAVD 88     -       135.02   (+/-2cm)     443.0    (feet)  VERTCON   
 FU1182  ___________________________________________________________________
 FU1182  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FU1182  VERT ORDER  -  THIRD (See Below)
 FU1182
 FU1182.The horizontal coordinates were scaled from a topographic map and have
 FU1182.an estimated accuracy of +/- 6 seconds.
 FU1182
 FU1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1182.The vertical order pertains to the NGVD 29 superseded value.
 FU1182
 FU1182.The geoid height was determined by GEOID03.
 FU1182
 FU1182;                    North         East    Units  Estimated Accuracy
 FU1182;SPC CA 4     -   552,350.    1,986,270.      MT  (+/- 180 meters Scaled)
 FU1182
 FU1182                          SUPERSEDED SURVEY CONTROL
 FU1182
 FU1182  NGVD 29 (??/??/??)  134.20   (m)          440.3    (f) RESET       3  
 FU1182
 FU1182.Superseded values are not recommended for survey control.
 FU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1182.See file dsdata.txt to determine how the superseded data were derived.
 FU1182
 FU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV055644(NAD 83)
 FU1182_MARKER: DD = SURVEY DISK
 FU1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1182_STAMPING: 24-26-34F
 FU1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1182+STABILITY: SURFACE MOTION
 FU1182
 FU1182  HISTORY     - Date     Condition        Report By
 FU1182  HISTORY     - UNK      MONUMENTED       BOR
 FU1182  HISTORY     - 1953     GOOD             NGS
 FU1182  HISTORY     - 1966     GOOD             NGS
 FU1182
 FU1182                          STATION DESCRIPTION
 FU1182
 FU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1182'2 MI E FROM JOVISTA.
 FU1182'0.5 MILE NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1182'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 1.5 MILES
 FU1182'EAST ALONG AVENUE 8 (2E), AT THE INTERSECTION OF ROAD 188 (24N),
 FU1182'30 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH
 FU1182'OF THE CENTER LINE OF THE AVENUE, 2 1/2 FEET SOUTHEAST OF
 FU1182'POWER LINE POLE 722610E, 0.7 MILE NORTHEAST OF A WITNESS POST,
 FU1182'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE
 FU1182'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  IN R26E T24S, IN
 FU1182'THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 34.
 FU1182
 FU1182                          STATION RECOVERY (1966)
 FU1182
 FU1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0913 ***********************************************************************
 FU0913  DESIGNATION -  24 26 36 F USBR
 FU0913  PID         -  FU0913
 FU0913  STATE/COUNTY-  CA/TULARE
 FU0913  USGS QUAD   -  RICHGROVE (1973)
 FU0913
 FU0913                         *CURRENT SURVEY CONTROL
 FU0913  ___________________________________________________________________
 FU0913* NAD 83(1986)-  35 48 17.     (N)    119 06 57.     (W)     SCALED    
 FU0913* NAVD 88     -       148.80   (+/-2cm)     488.2    (feet)  VERTCON   
 FU0913  ___________________________________________________________________
 FU0913  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 FU0913  VERT ORDER  -  THIRD (See Below)
 FU0913
 FU0913.The horizontal coordinates were scaled from a topographic map and have
 FU0913.an estimated accuracy of +/- 6 seconds.
 FU0913
 FU0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0913.The vertical order pertains to the NGVD 29 superseded value.
 FU0913
 FU0913.The geoid height was determined by GEOID03.
 FU0913
 FU0913;                    North         East    Units  Estimated Accuracy
 FU0913;SPC CA 4     -   552,310.    1,989,530.      MT  (+/- 180 meters Scaled)
 FU0913
 FU0913                          SUPERSEDED SURVEY CONTROL
 FU0913
 FU0913  NGVD 29 (??/??/??)  147.98   (m)          485.5    (f) RESET       3  
 FU0913
 FU0913.Superseded values are not recommended for survey control.
 FU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0913.See file dsdata.txt to determine how the superseded data were derived.
 FU0913
 FU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV088643(NAD 83)
 FU0913_MARKER: DD = SURVEY DISK
 FU0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0913_STAMPING: 24-26-36F
 FU0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0913+STABILITY: SURFACE MOTION
 FU0913
 FU0913  HISTORY     - Date     Condition        Report By
 FU0913  HISTORY     - UNK      MONUMENTED       BOR
 FU0913  HISTORY     - 1953     GOOD             NGS
 FU0913  HISTORY     - 1966     GOOD             NGS
 FU0913
 FU0913                          STATION DESCRIPTION
 FU0913
 FU0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0913'0.9 MI NW FROM RICHGROVE.
 FU0913'0.3 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0913'FROM THE RICHGROVE SCHOOL AT RICHGROVE, THENCE 0.6 MILE
 FU0913'WEST ALONG AVENUE 8 (2E), AT THE JUNCTION OF A DIRT FARM ROAD
 FU0913'LEADING SOUTH, 65 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU0913'28 FEET NORTH OF AN ELECTRIC IRRIGATION PUMP, 23 1/2 FEET SOUTH
 FU0913'OF THE CENTER LINE OF THE AVENUE, 2 1/2 FEET SOUTHWEST OF
 FU0913'POWER LINE POLE 743648E WHICH IS THE EAST ONE OF TWO POLES
 FU0913'SUPPORTING A TRANSFORMER, 1.2 FEET EAST OF A WITNESS POST, ABOUT
 FU0913'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 FU0913'PROJECTING 0.3 FOOT ABOVE THE GROUND.  IN R26E T24S, IN THE
 FU0913'NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 36.
 FU0913
 FU0913                          STATION RECOVERY (1966)
 FU0913
 FU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1230 ***********************************************************************
 FU1230  DESIGNATION -  24 26 4 G USBR
 FU1230  PID         -  FU1230
 FU1230  STATE/COUNTY-  CA/TULARE
 FU1230  USGS QUAD   -  DELANO EAST (1973)
 FU1230
 FU1230                         *CURRENT SURVEY CONTROL
 FU1230  ___________________________________________________________________
 FU1230* NAD 83(1986)-  35 52 13.     (N)    119 10 43.     (W)     SCALED    
 FU1230* NAVD 88     -       114.88   (+/-2cm)     376.9    (feet)  VERTCON   
 FU1230  ___________________________________________________________________
 FU1230  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 FU1230  VERT ORDER  -  THIRD (See Below)
 FU1230
 FU1230.The horizontal coordinates were scaled from a topographic map and have
 FU1230.an estimated accuracy of +/- 6 seconds.
 FU1230
 FU1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1230.The vertical order pertains to the NGVD 29 superseded value.
 FU1230
 FU1230.The geoid height was determined by GEOID03.
 FU1230
 FU1230;                    North         East    Units  Estimated Accuracy
 FU1230;SPC CA 4     -   559,600.    1,983,870.      MT  (+/- 180 meters Scaled)
 FU1230
 FU1230                          SUPERSEDED SURVEY CONTROL
 FU1230
 FU1230  NGVD 29 (??/??/??)  114.06   (m)          374.2    (f) RESET       3  
 FU1230
 FU1230.Superseded values are not recommended for survey control.
 FU1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1230.See file dsdata.txt to determine how the superseded data were derived.
 FU1230
 FU1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV033717(NAD 83)
 FU1230_MARKER: DD = SURVEY DISK
 FU1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1230_STAMPING: 24-26-4G
 FU1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1230+STABILITY: SURFACE MOTION
 FU1230
 FU1230  HISTORY     - Date     Condition        Report By
 FU1230  HISTORY     - UNK      MONUMENTED       BOR
 FU1230  HISTORY     - 1953     GOOD             NGS
 FU1230  HISTORY     - 1962     GOOD             NGS
 FU1230
 FU1230                          STATION DESCRIPTION
 FU1230
 FU1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1230'5 MI N FROM JOVISTA.
 FU1230'5.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1230'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION
 FU1230'OF A DIRT FARM ROAD, IN LINE WITH A ROW OF POWER LINE POLES,
 FU1230'48 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 23 1/2
 FU1230'FEET EAST OF THE CENTER LINE OF ROAD 176, 1 FOOT SOUTH OF A
 FU1230'POWER LINE POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 FU1230'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU1230'0.4 FOOT ABOVE THE GROUND.  IN R26E T24S, IN THE SOUTHWEST
 FU1230'CORNER OF THE NORTHWEST QUARTER OF SECTION 4.
 FU1230
 FU1230                          STATION RECOVERY (1962)
 FU1230
 FU1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1208 ***********************************************************************
 FU1208  DESIGNATION -  24 26 7 H USBR
 FU1208  PID         -  FU1208
 FU1208  STATE/COUNTY-  CA/TULARE
 FU1208  USGS QUAD   -  DELANO EAST (1973)
 FU1208
 FU1208                         *CURRENT SURVEY CONTROL
 FU1208  ___________________________________________________________________
 FU1208* NAD 83(1986)-  35 50 54.     (N)    119 12 22.     (W)     SCALED    
 FU1208* NAVD 88     -       108.47   (+/-2cm)     355.9    (feet)  VERTCON   
 FU1208  ___________________________________________________________________
 FU1208  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 FU1208  VERT ORDER  -  THIRD (See Below)
 FU1208
 FU1208.The horizontal coordinates were scaled from a topographic map and have
 FU1208.an estimated accuracy of +/- 6 seconds.
 FU1208
 FU1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1208.The vertical order pertains to the NGVD 29 superseded value.
 FU1208
 FU1208.The geoid height was determined by GEOID03.
 FU1208
 FU1208;                    North         East    Units  Estimated Accuracy
 FU1208;SPC CA 4     -   557,170.    1,981,380.      MT  (+/- 180 meters Scaled)
 FU1208
 FU1208                          SUPERSEDED SURVEY CONTROL
 FU1208
 FU1208  NGVD 29 (??/??/??)  107.66   (m)          353.2    (f) RESET       3  
 FU1208
 FU1208.Superseded values are not recommended for survey control.
 FU1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1208.See file dsdata.txt to determine how the superseded data were derived.
 FU1208
 FU1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV007693(NAD 83)
 FU1208_MARKER: DD = SURVEY DISK
 FU1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1208_STAMPING: 24 26 7 H
 FU1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1208+STABILITY: SURFACE MOTION
 FU1208
 FU1208  HISTORY     - Date     Condition        Report By
 FU1208  HISTORY     - UNK      MONUMENTED       BOR
 FU1208  HISTORY     - 1959     GOOD             NGS
 FU1208
 FU1208                          STATION DESCRIPTION
 FU1208
 FU1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FU1208'5 MI NW FROM JOVISTA.
 FU1208'3.5 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC RAILROAD
 FU1208'STATION AT JOVISTA, THENCE 1.5 MILES WEST ALONG AVENUE 328
 FU1208'ABOUT 75 YARDS WEST OF THE JUNCTION OF ROAD 164 SOUTH, AT THE
 FU1208'JUNCTION OF A DIRT ROAD NORTH, 19 FEET NORTH OF THE CENTER LINE
 FU1208'OF THE AVENUE, 18 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 FU1208'28 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 1 1/2 FEET
 FU1208'SOUTHWEST OF POWER POLE 571636E, ABOUT LEVEL WITH THE AVENUE,
 FU1208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 FU1208'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1207 ***********************************************************************
 FU1207  DESIGNATION -  24 26 8 C USBR
 FU1207  PID         -  FU1207
 FU1207  STATE/COUNTY-  CA/TULARE
 FU1207  USGS QUAD   -  DELANO EAST (1973)
 FU1207
 FU1207                         *CURRENT SURVEY CONTROL
 FU1207  ___________________________________________________________________
 FU1207* NAD 83(1986)-  35 50 54.     (N)    119 11 43.     (W)     SCALED    
 FU1207* NAVD 88     -       111.97   (+/-2cm)     367.4    (feet)  VERTCON   
 FU1207  ___________________________________________________________________
 FU1207  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FU1207  VERT ORDER  -  THIRD (See Below)
 FU1207
 FU1207.The horizontal coordinates were scaled from a topographic map and have
 FU1207.an estimated accuracy of +/- 6 seconds.
 FU1207
 FU1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1207.The vertical order pertains to the NGVD 29 superseded value.
 FU1207
 FU1207.The geoid height was determined by GEOID03.
 FU1207
 FU1207;                    North         East    Units  Estimated Accuracy
 FU1207;SPC CA 4     -   557,160.    1,982,360.      MT  (+/- 180 meters Scaled)
 FU1207
 FU1207                          SUPERSEDED SURVEY CONTROL
 FU1207
 FU1207  NGVD 29 (??/??/??)  111.16   (m)          364.7    (f) RESET       3  
 FU1207
 FU1207.Superseded values are not recommended for survey control.
 FU1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1207.See file dsdata.txt to determine how the superseded data were derived.
 FU1207
 FU1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV017693(NAD 83)
 FU1207_MARKER: DD = SURVEY DISK
 FU1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1207_STAMPING: 24-26-8C
 FU1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1207+STABILITY: SURFACE MOTION
 FU1207
 FU1207  HISTORY     - Date     Condition        Report By
 FU1207  HISTORY     - UNK      MONUMENTED       BOR
 FU1207  HISTORY     - 1953     GOOD             NGS
 FU1207  HISTORY     - 1962     GOOD             NGS
 FU1207
 FU1207                          STATION DESCRIPTION
 FU1207
 FU1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1207'4.5 MI N FROM JOVISTA.
 FU1207'3.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1207'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 1.0 MILE
 FU1207'WEST ALONG AVENUE 32 (5E), 6.4 MILES SOUTHEAST OF EARLIMART,
 FU1207'AT THE INTERSECTION OF ROAD 168 (21 1/2 N), 23 FEET NORTH
 FU1207'OF THE CENTER LINE OF THE AVENUE, 21 FEET EAST OF THE CENTER
 FU1207'LINE OF THE ROAD, 2 FEET NORTHWEST OF THE WEST LEG OF A MAIL
 FU1207'BOX STAND, 1.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 FU1207'WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU1207'0.3 FOOT ABOVE THE GROUND.
 FU1207
 FU1207                          STATION RECOVERY (1962)
 FU1207
 FU1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1217 ***********************************************************************
 FU1217  DESIGNATION -  24 26 9 C USBR
 FU1217  PID         -  FU1217
 FU1217  STATE/COUNTY-  CA/TULARE
 FU1217  USGS QUAD   -  DELANO EAST (1973)
 FU1217
 FU1217                         *CURRENT SURVEY CONTROL
 FU1217  ___________________________________________________________________
 FU1217* NAD 83(1986)-  35 50 54.     (N)    119 10 43.     (W)     SCALED    
 FU1217* NAVD 88     -       116.54   (+/-2cm)     382.3    (feet)  VERTCON   
 FU1217  ___________________________________________________________________
 FU1217  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 FU1217  VERT ORDER  -  THIRD (See Below)
 FU1217
 FU1217.The horizontal coordinates were scaled from a topographic map and have
 FU1217.an estimated accuracy of +/- 6 seconds.
 FU1217
 FU1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1217.The vertical order pertains to the NGVD 29 superseded value.
 FU1217
 FU1217.The geoid height was determined by GEOID03.
 FU1217
 FU1217;                    North         East    Units  Estimated Accuracy
 FU1217;SPC CA 4     -   557,160.    1,983,860.      MT  (+/- 180 meters Scaled)
 FU1217
 FU1217                          SUPERSEDED SURVEY CONTROL
 FU1217
 FU1217  NGVD 29 (??/??/??)  115.72   (m)          379.7    (f) RESET       3  
 FU1217
 FU1217.Superseded values are not recommended for survey control.
 FU1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1217.See file dsdata.txt to determine how the superseded data were derived.
 FU1217
 FU1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV032693(NAD 83)
 FU1217_MARKER: DD = SURVEY DISK
 FU1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1217_STAMPING: 24-26-9C
 FU1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1217+STABILITY: SURFACE MOTION
 FU1217
 FU1217  HISTORY     - Date     Condition        Report By
 FU1217  HISTORY     - UNK      MONUMENTED       BOR
 FU1217  HISTORY     - 1953     GOOD             NGS
 FU1217  HISTORY     - 1962     GOOD             NGS
 FU1217
 FU1217                          STATION DESCRIPTION
 FU1217
 FU1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1217'3.5 MI N FROM JOVISTA.
 FU1217'3.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1217'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION
 FU1217'OF AVENUE 32 (5E), ACROSS THE AVENUE FROM A DIRT RESERVOIR, 29
 FU1217'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 26 FEET EAST OF
 FU1217'THE CENTER LINE OF THE ROAD, 10 1/2 FEET SOUTH OF TELEPHONE
 FU1217'POLE 7-8 11 1/2 7-2 WITH A STEEL LADDER, 0.8 FOOT SOUTH OF A
 FU1217'WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 FU1217'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FU1217
 FU1217                          STATION RECOVERY (1962)
 FU1217
 FU1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1228 ***********************************************************************
 FU1228  DESIGNATION -  24 26 9 G USBR
 FU1228  PID         -  FU1228
 FU1228  STATE/COUNTY-  CA/TULARE
 FU1228  USGS QUAD   -  DELANO EAST (1973)
 FU1228
 FU1228                         *CURRENT SURVEY CONTROL
 FU1228  ___________________________________________________________________
 FU1228* NAD 83(1986)-  35 51 21.     (N)    119 10 43.     (W)     SCALED    
 FU1228* NAVD 88     -       116.57   (+/-2cm)     382.4    (feet)  VERTCON   
 FU1228  ___________________________________________________________________
 FU1228  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FU1228  VERT ORDER  -  THIRD (See Below)
 FU1228
 FU1228.The horizontal coordinates were scaled from a topographic map and have
 FU1228.an estimated accuracy of +/- 6 seconds.
 FU1228
 FU1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1228.The vertical order pertains to the NGVD 29 superseded value.
 FU1228
 FU1228.The geoid height was determined by GEOID03.
 FU1228
 FU1228;                    North         East    Units  Estimated Accuracy
 FU1228;SPC CA 4     -   557,990.    1,983,870.      MT  (+/- 180 meters Scaled)
 FU1228
 FU1228                          SUPERSEDED SURVEY CONTROL
 FU1228
 FU1228  NGVD 29 (??/??/??)  115.75   (m)          379.8    (f) RESET       3  
 FU1228
 FU1228.Superseded values are not recommended for survey control.
 FU1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1228.See file dsdata.txt to determine how the superseded data were derived.
 FU1228
 FU1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV032701(NAD 83)
 FU1228_MARKER: DD = SURVEY DISK
 FU1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1228_STAMPING: 24-26-9G
 FU1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1228+STABILITY: SURFACE MOTION
 FU1228
 FU1228  HISTORY     - Date     Condition        Report By
 FU1228  HISTORY     - UNK      MONUMENTED       BOR
 FU1228  HISTORY     - 1953     GOOD             NGS
 FU1228  HISTORY     - 1962     GOOD             NGS
 FU1228
 FU1228                          STATION DESCRIPTION
 FU1228
 FU1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1228'4 MI N FROM JOVISTA.
 FU1228'4.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1228'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE T JUNCTION
 FU1228'OF A DIRT FARM ROAD LEADING WEST, 61 FEET NORTHEAST OF AND ACROSS
 FU1228'ROAD 176 FROM POWER LINE POLE 895431E, 72 FEET NORTH OF THE
 FU1228'PROLONGATION OF THE CENTER LINE OF THE FARM ROAD, 19 1/2 FEET
 FU1228'EAST OF THE CENTER LINE OF ROAD 176, 1 1/2 FEET SOUTH OF A
 FU1228'TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 FU1228'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU1228'0.3 FOOT ABOVE THE GROUND.  IN R26E T24S, IN THE SOUTHWEST CORNER
 FU1228'OF THE NORTHWEST QUARTER OF SECTION 9.
 FU1228
 FU1228                          STATION RECOVERY (1962)
 FU1228
 FU1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1218 ***********************************************************************
 FU1218  DESIGNATION -  24 26 9 H USBR
 FU1218  PID         -  FU1218
 FU1218  STATE/COUNTY-  CA/TULARE
 FU1218  USGS QUAD   -  DELANO EAST (1973)
 FU1218
 FU1218                         *CURRENT SURVEY CONTROL
 FU1218  ___________________________________________________________________
 FU1218* NAD 83(1986)-  35 50 55.     (N)    119 10 12.     (W)     SCALED    
 FU1218* NAVD 88     -       119.96   (+/-2cm)     393.6    (feet)  VERTCON   
 FU1218  ___________________________________________________________________
 FU1218  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FU1218  VERT ORDER  -  THIRD (See Below)
 FU1218
 FU1218.The horizontal coordinates were scaled from a topographic map and have
 FU1218.an estimated accuracy of +/- 6 seconds.
 FU1218
 FU1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1218.The vertical order pertains to the NGVD 29 superseded value.
 FU1218
 FU1218.The geoid height was determined by GEOID03.
 FU1218
 FU1218;                    North         East    Units  Estimated Accuracy
 FU1218;SPC CA 4     -   557,190.    1,984,640.      MT  (+/- 180 meters Scaled)
 FU1218
 FU1218                          SUPERSEDED SURVEY CONTROL
 FU1218
 FU1218  NGVD 29 (??/??/??)  119.14   (m)          390.9    (f) RESET       3  
 FU1218
 FU1218.Superseded values are not recommended for survey control.
 FU1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1218.See file dsdata.txt to determine how the superseded data were derived.
 FU1218
 FU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV040693(NAD 83)
 FU1218_MARKER: DD = SURVEY DISK
 FU1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1218_STAMPING: 24-26-9H
 FU1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1218+STABILITY: SURFACE MOTION
 FU1218
 FU1218  HISTORY     - Date     Condition        Report By
 FU1218  HISTORY     - UNK      MONUMENTED       BOR
 FU1218  HISTORY     - 1953     GOOD             NGS
 FU1218  HISTORY     - 1962     MARK NOT FOUND   NGS
 FU1218
 FU1218                          STATION DESCRIPTION
 FU1218
 FU1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1218'4 MI N FROM JOVISTA.
 FU1218'3.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC
 FU1218'COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.5 MILE EAST ALONG
 FU1218'AVENUE 32 (5E), AT THE INTERSECTION OF A DIRT FARM ROAD, BETWEEN
 FU1218'2 POWER LINE POLES SUPPORTING A TRANSFORMER, 38.7 FEET SOUTH
 FU1218'OF THE SOUTHEAST CORNER OF A FARM TOOL SHED, 42 1/2 FEET WEST
 FU1218'OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET NORTH OF THE
 FU1218'CENTER LINE OF THE AVENUE, 6 FEET EAST OF POWER LINE POLE 731525E,
 FU1218'3 FEET WEST OF POWER LINE POLE 731526E, 1.2 FEET EAST OF A
 FU1218'WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP
 FU1218'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FU1218
 FU1218                          STATION RECOVERY (1962)
 FU1218
 FU1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1843 ***********************************************************************
 EW1843  DESIGNATION -  24 28 A LA CO
 EW1843  PID         -  EW1843
 EW1843  STATE/COUNTY-  CA/LOS ANGELES
 EW1843  USGS QUAD   -  MOUNT WILSON (1994)
 EW1843
 EW1843                         *CURRENT SURVEY CONTROL
 EW1843  ___________________________________________________________________
 EW1843* NAD 83(1986)-  34 11 25.     (N)    118 07 23.     (W)     SCALED    
 EW1843* NAVD 88     -       420.71   (+/-2cm)    1380.3    (feet)  VERTCON   
 EW1843  ___________________________________________________________________
 EW1843  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EW1843  VERT ORDER  -  THIRD (See Below)
 EW1843
 EW1843.The horizontal coordinates were scaled from a topographic map and have
 EW1843.an estimated accuracy of +/- 6 seconds.
 EW1843
 EW1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1843.The vertical order pertains to the NGVD 29 superseded value.
 EW1843
 EW1843.The geoid height was determined by GEOID03.
 EW1843
 EW1843;                    North         East    Units  Estimated Accuracy
 EW1843;SPC CA 5     -   576,580.    1,988,660.      MT  (+/- 180 meters Scaled)
 EW1843
 EW1843                          SUPERSEDED SURVEY CONTROL
 EW1843
 EW1843  NGVD 29 (??/??/??)  419.90   (m)         1377.6    (f) RESET       3  
 EW1843
 EW1843.Superseded values are not recommended for survey control.
 EW1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1843.See file dsdata.txt to determine how the superseded data were derived.
 EW1843
 EW1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT965838(NAD 83)
 EW1843_MARKER: S = SPIKE
 EW1843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1843_SP_SET: CULVERT
 EW1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1843
 EW1843  HISTORY     - Date     Condition        Report By
 EW1843  HISTORY     - UNK      MONUMENTED       CA-037
 EW1843  HISTORY     - 1968     GOOD             CA-037
 EW1843
 EW1843                          STATION DESCRIPTION
 EW1843
 EW1843'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1843'2.1 MI NW FROM EATON CANYON RESERVOIR.
 EW1843'ALTADENA, 2.1 MI NW OF THE EATON CANYON RESERVOIR, ALTADENA
 EW1843'DRIVE AND HOLLISTON AVENUE, AT THE SE CORNER, SET IN THE TOP OF
 EW1843'THE CONCRETE CULVERT HEADWALL.  A SMALL CUT SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1844 ***********************************************************************
 EW1844  DESIGNATION -  24 28 LA CO
 EW1844  PID         -  EW1844
 EW1844  STATE/COUNTY-  CA/LOS ANGELES
 EW1844  USGS QUAD   -  MOUNT WILSON (1994)
 EW1844
 EW1844                         *CURRENT SURVEY CONTROL
 EW1844  ___________________________________________________________________
 EW1844* NAD 83(1986)-  34 11 25.     (N)    118 07 24.     (W)     SCALED    
 EW1844* NAVD 88     -       421.009  (meters)    1381.26   (feet)  READJUSTED
 EW1844  ___________________________________________________________________
 EW1844  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EW1844  DYNAMIC HT  -         420.540 (meters)    1379.72  (feet)  COMP
 EW1844  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 EW1844
 EW1844  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1844
 EW1844.The horizontal coordinates were scaled from a topographic map and have
 EW1844.an estimated accuracy of +/- 6 seconds.
 EW1844
 EW1844.The orthometric height was determined by differential leveling
 EW1844.and adjusted in February 1993.
 EW1844.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1844.distribution rate of 0.0 thru 1.0 mm/km.
 EW1844.The height was derived from older observations constrained to new
 EW1844.heights in a crustal motion area.  The height is approximate in
 EW1844.relation to other heights in its vicinity.
 EW1844
 EW1844.The geoid height was determined by GEOID03.
 EW1844
 EW1844.The dynamic height is computed by dividing the NAVD 88
 EW1844.geopotential number by the normal gravity value computed on the
 EW1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1844.degrees latitude (g = 980.6199 gals.).
 EW1844
 EW1844.The modeled gravity was interpolated from observed gravity values.
 EW1844
 EW1844;                    North         East    Units  Estimated Accuracy
 EW1844;SPC CA 5     -   576,580.    1,988,630.      MT  (+/- 180 meters Scaled)
 EW1844
 EW1844                          SUPERSEDED SURVEY CONTROL
 EW1844
 EW1844  NGVD 29 (??/??/92)  420.202  (m)         1378.61   (f) ADJ UNCH    1 1
 EW1844
 EW1844.Superseded values are not recommended for survey control.
 EW1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1844.See file dsdata.txt to determine how the superseded data were derived.
 EW1844
 EW1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT964838(NAD 83)
 EW1844_MARKER: P = PIPE CAP
 EW1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1844_SP_SET: WELL
 EW1844_STAMPING: RE 2177
 EW1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1844
 EW1844  HISTORY     - Date     Condition        Report By
 EW1844  HISTORY     - UNK      MONUMENTED       CA-037
 EW1844  HISTORY     - 1968     GOOD             CA-037
 EW1844  HISTORY     - 1978     GOOD             NGS
 EW1844
 EW1844                          STATION DESCRIPTION
 EW1844
 EW1844'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1844'2.1 MI NW FROM EATON CANYON RESERVOIR.
 EW1844'ALTADENA, 2.1 MI NW OF THE EATON CANYON RESERVOIR, ALTADENA
 EW1844'DRIVE AND HOLLISTON AVENUE, AT THE CENTER LINE INTERSECTION,
 EW1844'SET ABOUT 11 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED
 EW1844'BY A CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EW1844
 EW1844                          STATION RECOVERY (1978)
 EW1844
 EW1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1842 ***********************************************************************
 EW1842  DESIGNATION -  24 29 LA CO
 EW1842  PID         -  EW1842
 EW1842  STATE/COUNTY-  CA/LOS ANGELES
 EW1842  USGS QUAD   -  MOUNT WILSON (1994)
 EW1842
 EW1842                         *CURRENT SURVEY CONTROL
 EW1842  ___________________________________________________________________
 EW1842* NAD 83(1986)-  34 11 26.     (N)    118 07 02.     (W)     SCALED    
 EW1842* NAVD 88     -       422.544  (meters)    1386.30   (feet)  READJUSTED
 EW1842  ___________________________________________________________________
 EW1842  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EW1842  DYNAMIC HT  -         422.070 (meters)    1384.74  (feet)  COMP
 EW1842  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 EW1842
 EW1842  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1842
 EW1842.The horizontal coordinates were scaled from a topographic map and have
 EW1842.an estimated accuracy of +/- 6 seconds.
 EW1842
 EW1842.The orthometric height was determined by differential leveling
 EW1842.and adjusted in February 1993.
 EW1842.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1842.distribution rate of 0.0 thru 1.0 mm/km.
 EW1842.The height was derived from older observations constrained to new
 EW1842.heights in a crustal motion area.  The height is approximate in
 EW1842.relation to other heights in its vicinity.
 EW1842
 EW1842.The geoid height was determined by GEOID03.
 EW1842
 EW1842.The dynamic height is computed by dividing the NAVD 88
 EW1842.geopotential number by the normal gravity value computed on the
 EW1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1842.degrees latitude (g = 980.6199 gals.).
 EW1842
 EW1842.The modeled gravity was interpolated from observed gravity values.
 EW1842
 EW1842;                    North         East    Units  Estimated Accuracy
 EW1842;SPC CA 5     -   576,610.    1,989,200.      MT  (+/- 180 meters Scaled)
 EW1842
 EW1842                          SUPERSEDED SURVEY CONTROL
 EW1842
 EW1842  NGVD 29 (??/??/92)  421.736  (m)         1383.65   (f) ADJ UNCH    1 1
 EW1842
 EW1842.Superseded values are not recommended for survey control.
 EW1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1842.See file dsdata.txt to determine how the superseded data were derived.
 EW1842
 EW1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT970838(NAD 83)
 EW1842_MARKER: P = PIPE CAP
 EW1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1842_SP_SET: WELL
 EW1842_STAMPING: RE 2177
 EW1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1842
 EW1842  HISTORY     - Date     Condition        Report By
 EW1842  HISTORY     - UNK      MONUMENTED       CA-037
 EW1842  HISTORY     - 1968     GOOD             CA-037
 EW1842  HISTORY     - 1978     GOOD             NGS
 EW1842
 EW1842                          STATION DESCRIPTION
 EW1842
 EW1842'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1842'1.9 MI NW FROM EATON CANYON RESERVOIR.
 EW1842'ALTADENA, 1.9 MI NW OF THE EATON CANYON RESERVOIR, ALTADENA
 EW1842'DRIVE AND PORTER AVENUE, AT THE CENTER LINE INTERSECTION, SET
 EW1842'ABOUT 10 INCHES, BELOW THE SURFACE IN A WELL AND PROTECTED BY A
 EW1842'CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EW1842
 EW1842                          STATION RECOVERY (1978)
 EW1842
 EW1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1841 ***********************************************************************
 EW1841  DESIGNATION -  24 30 LA CO
 EW1841  PID         -  EW1841
 EW1841  STATE/COUNTY-  CA/LOS ANGELES
 EW1841  USGS QUAD   -  MOUNT WILSON (1994)
 EW1841
 EW1841                         *CURRENT SURVEY CONTROL
 EW1841  ___________________________________________________________________
 EW1841* NAD 83(1986)-  34 11 26.     (N)    118 06 44.     (W)     SCALED    
 EW1841* NAVD 88     -       406.92   (+/-2cm)    1335.0    (feet)  VERTCON   
 EW1841  ___________________________________________________________________
 EW1841  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EW1841  VERT ORDER  -  THIRD (See Below)
 EW1841
 EW1841.The horizontal coordinates were scaled from a topographic map and have
 EW1841.an estimated accuracy of +/- 6 seconds.
 EW1841
 EW1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1841.The vertical order pertains to the NGVD 29 superseded value.
 EW1841
 EW1841.The geoid height was determined by GEOID03.
 EW1841
 EW1841;                    North         East    Units  Estimated Accuracy
 EW1841;SPC CA 5     -   576,610.    1,989,660.      MT  (+/- 180 meters Scaled)
 EW1841
 EW1841                          SUPERSEDED SURVEY CONTROL
 EW1841
 EW1841  NGVD 29 (??/??/??)  406.11   (m)         1332.4    (f) RESET       3  
 EW1841
 EW1841.Superseded values are not recommended for survey control.
 EW1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1841.See file dsdata.txt to determine how the superseded data were derived.
 EW1841
 EW1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT975838(NAD 83)
 EW1841_MARKER: P = PIPE CAP
 EW1841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1841_SP_SET: WELL
 EW1841_STAMPING: BM 24-30 1952 RE 63
 EW1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1841
 EW1841  HISTORY     - Date     Condition        Report By
 EW1841  HISTORY     - 1952     MONUMENTED       CA-037
 EW1841  HISTORY     - 1970     GOOD             CA-037
 EW1841
 EW1841                          STATION DESCRIPTION
 EW1841
 EW1841'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1841'1.6 MI NW FROM EATON CANYON RESERVOIR.
 EW1841'ALTADENA, 1.6 MI NW OF THE EATON CANYON RESERVOIR, ALTADENA
 EW1841'DRIVE, ON THE NORTH SIDE, AT CRESCENT DRIVE AND HOMEWOOD DRIVE,
 EW1841'13.1 FEET SW OF THE SW CORNER OF A CONCRETE BLOCK WALL BETWEEN
 EW1841'HOUSES 1999 AND 2017, 10.8 FEET E OF PP 156199E AND 1.2 FEET N
 EW1841'OF AN X CUT IN THE TOP OF A CURB.  SET ABOUT 14 INCHES BELOW
 EW1841'THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EW1841'COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1837 ***********************************************************************
 EW1837  DESIGNATION -  24 31 A LA CO
 EW1837  PID         -  EW1837
 EW1837  STATE/COUNTY-  CA/LOS ANGELES
 EW1837  USGS QUAD   -  MOUNT WILSON (1994)
 EW1837
 EW1837                         *CURRENT SURVEY CONTROL
 EW1837  ___________________________________________________________________
 EW1837* NAD 83(1986)-  34 11 21.     (N)    118 06 21.     (W)     SCALED    
 EW1837* NAVD 88     -       392.804  (meters)    1288.72   (feet)  READJUSTED
 EW1837  ___________________________________________________________________
 EW1837  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EW1837  DYNAMIC HT  -         392.370 (meters)    1287.30  (feet)  COMP
 EW1837  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 EW1837
 EW1837  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1837
 EW1837.The horizontal coordinates were scaled from a topographic map and have
 EW1837.an estimated accuracy of +/- 6 seconds.
 EW1837
 EW1837.The orthometric height was determined by differential leveling
 EW1837.and adjusted in February 1993.
 EW1837.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1837.distribution rate of 0.0 thru 1.0 mm/km.
 EW1837.The height was derived from older observations constrained to new
 EW1837.heights in a crustal motion area.  The height is approximate in
 EW1837.relation to other heights in its vicinity.
 EW1837
 EW1837.The geoid height was determined by GEOID03.
 EW1837
 EW1837.The dynamic height is computed by dividing the NAVD 88
 EW1837.geopotential number by the normal gravity value computed on the
 EW1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1837.degrees latitude (g = 980.6199 gals.).
 EW1837
 EW1837.The modeled gravity was interpolated from observed gravity values.
 EW1837
 EW1837;                    North         East    Units  Estimated Accuracy
 EW1837;SPC CA 5     -   576,450.    1,990,250.      MT  (+/- 180 meters Scaled)
 EW1837
 EW1837                          SUPERSEDED SURVEY CONTROL
 EW1837
 EW1837  NGVD 29 (??/??/92)  391.998  (m)         1286.08   (f) ADJ UNCH    1 1
 EW1837
 EW1837.Superseded values are not recommended for survey control.
 EW1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1837.See file dsdata.txt to determine how the superseded data were derived.
 EW1837
 EW1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT981836(NAD 83)
 EW1837_MARKER: P = PIPE CAP
 EW1837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1837_SP_SET: CATCH BASIN
 EW1837_STAMPING: BM 24-31 A 1963 5869
 EW1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1837
 EW1837  HISTORY     - Date     Condition        Report By
 EW1837  HISTORY     - 1963     MONUMENTED       CA-037
 EW1837  HISTORY     - 1970     GOOD             CA-037
 EW1837  HISTORY     - 1978     GOOD             NGS
 EW1837
 EW1837                          STATION DESCRIPTION
 EW1837
 EW1837'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1837'1.4 MI NW FROM EATON CANYON RESERVOIR.
 EW1837'ALTADENA, 1.4 MI NW OF THE EATON CANYON RESERVOIR, ALTADENA
 EW1837'DRIVE, CRESCENT DRIVE AND MENDOCINO LANE, AT THE NE CORNER, AT
 EW1837'THE SITE OF THE OLD MT WILSON TOLL HOUSE, 55.0 FEET NW OF PP
 EW1837'514045 AND 9 FEET S OF AN 18 INCH PINE TREE, SET IN THE TOP OF
 EW1837'THE STORM DRAIN CATCH BASIN 3.6 FEET W OF THE E END OF THE
 EW1837'CONCRETE CURB.
 EW1837
 EW1837                          STATION RECOVERY (1978)
 EW1837
 EW1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1858 ***********************************************************************
 EW1858  DESIGNATION -  24 35 LA CO
 EW1858  PID         -  EW1858
 EW1858  STATE/COUNTY-  CA/LOS ANGELES
 EW1858  USGS QUAD   -  MOUNT WILSON (1994)
 EW1858
 EW1858                         *CURRENT SURVEY CONTROL
 EW1858  ___________________________________________________________________
 EW1858* NAD 83(1986)-  34 10 17.     (N)    118 05 54.     (W)     SCALED    
 EW1858* NAVD 88     -       287.65   (+/-2cm)     943.7    (feet)  VERTCON   
 EW1858  ___________________________________________________________________
 EW1858  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 EW1858  VERT ORDER  -  THIRD (See Below)
 EW1858
 EW1858.The horizontal coordinates were scaled from a topographic map and have
 EW1858.an estimated accuracy of +/- 6 seconds.
 EW1858
 EW1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1858.The vertical order pertains to the NGVD 29 superseded value.
 EW1858
 EW1858.The geoid height was determined by GEOID03.
 EW1858
 EW1858;                    North         East    Units  Estimated Accuracy
 EW1858;SPC CA 5     -   574,480.    1,990,930.      MT  (+/- 180 meters Scaled)
 EW1858
 EW1858                          SUPERSEDED SURVEY CONTROL
 EW1858
 EW1858  NGVD 29 (??/??/??)  286.85   (m)          941.1    (f) RESET       3  
 EW1858
 EW1858.Superseded values are not recommended for survey control.
 EW1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1858.See file dsdata.txt to determine how the superseded data were derived.
 EW1858
 EW1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT987817(NAD 83)
 EW1858_MARKER: DD = SURVEY DISK
 EW1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1858_STAMPING: RE 2177 A 40 A
 EW1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1858+STABILITY: SURFACE MOTION
 EW1858
 EW1858  HISTORY     - Date     Condition        Report By
 EW1858  HISTORY     - UNK      MONUMENTED       CA-037
 EW1858  HISTORY     - 1961     GOOD             NGS
 EW1858  HISTORY     - 1968     GOOD             CA-037
 EW1858
 EW1858                          STATION DESCRIPTION
 EW1858
 EW1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1858'AT ALTADENA.
 EW1858'AT ALTADENA, AT THE INTERSECTION OF NORTH ALTADENA DRIVE AND EAST
 EW1858'GARFIAS DRIVE LEADING WEST AND MEGUIAR DRIVE LEADING EAST, 73.3
 EW1858'FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION, 28.8
 EW1858'FEET EAST-NORTHEAST OF THE WEST CURB OF NORTH ALTADENA DRIVE,
 EW1858'34.5 FEET EAST-SOUTHEAST OF POWER LINE POLE 526039H WITH A GUY
 EW1858'WIRE, IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDERGROUND AND
 EW1858'ACCESS TO WHICH IS HAD BY REMOVING A CAST IRON MANHOLE COVER
 EW1858'MARKED COUNTY SURVEYOR MONUMENT.
 EW1858
 EW1858                          STATION RECOVERY (1968)
 EW1858
 EW1858'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1851 ***********************************************************************
 EW1851  DESIGNATION -  24 41 LA CO
 EW1851  PID         -  EW1851
 EW1851  STATE/COUNTY-  CA/LOS ANGELES
 EW1851  USGS QUAD   -  MOUNT WILSON (1994)
 EW1851
 EW1851                         *CURRENT SURVEY CONTROL
 EW1851  ___________________________________________________________________
 EW1851* NAD 83(1986)-  34 09 25.     (N)    118 05 55.     (W)     SCALED    
 EW1851* NAVD 88     -       255.34   (+/-2cm)     837.7    (feet)  VERTCON   
 EW1851  ___________________________________________________________________
 EW1851  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EW1851  VERT ORDER  -  THIRD (See Below)
 EW1851
 EW1851.The horizontal coordinates were scaled from a topographic map and have
 EW1851.an estimated accuracy of +/- 6 seconds.
 EW1851
 EW1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1851.The vertical order pertains to the NGVD 29 superseded value.
 EW1851
 EW1851.The geoid height was determined by GEOID03.
 EW1851
 EW1851;                    North         East    Units  Estimated Accuracy
 EW1851;SPC CA 5     -   572,880.    1,990,910.      MT  (+/- 180 meters Scaled)
 EW1851
 EW1851                          SUPERSEDED SURVEY CONTROL
 EW1851
 EW1851  NGVD 29 (??/??/??)  254.56   (m)          835.2    (f) RESET       3  
 EW1851
 EW1851.Superseded values are not recommended for survey control.
 EW1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1851.See file dsdata.txt to determine how the superseded data were derived.
 EW1851
 EW1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT987801(NAD 83)
 EW1851_MARKER: DD = SURVEY DISK
 EW1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1851_STAMPING: RE 2177 ASA 1940
 EW1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1851+STABILITY: SURFACE MOTION
 EW1851
 EW1851  HISTORY     - Date     Condition        Report By
 EW1851  HISTORY     - 1940     MONUMENTED       CA-037
 EW1851  HISTORY     - 1961     GOOD             NGS
 EW1851  HISTORY     - 1968     GOOD             CA-037
 EW1851
 EW1851                          STATION DESCRIPTION
 EW1851
 EW1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1851'AT PASADENA.
 EW1851'AT PASADENA, AT THE INTERSECTION OF NORTH ALTADENA DRIVE AND
 EW1851'PALOMA STREET, AT THE INTERSECTION OF THE CENTER LINES OF THE
 EW1851'DRIVE AND STREET, IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 EW1851'UNDERGROUND AND ACCESS TO WHICH IS HAD BY REMOVING A CAST IRON
 EW1851'MANHOLE COVER MARKED COUNTY SURVEYOR MONUMENT.
 EW1851
 EW1851                          STATION RECOVERY (1968)
 EW1851
 EW1851'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1829 ***********************************************************************
 EW1829  DESIGNATION -  24 44 A LA CO
 EW1829  PID         -  EW1829
 EW1829  STATE/COUNTY-  CA/LOS ANGELES
 EW1829  USGS QUAD   -  MOUNT WILSON (1994)
 EW1829
 EW1829                         *CURRENT SURVEY CONTROL
 EW1829  ___________________________________________________________________
 EW1829* NAD 83(1986)-  34 09 43.     (N)    118 04 51.     (W)     SCALED    
 EW1829* NAVD 88     -       260.86   (+/-2cm)     855.8    (feet)  VERTCON   
 EW1829  ___________________________________________________________________
 EW1829  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EW1829  VERT ORDER  -  THIRD (See Below)
 EW1829
 EW1829.The horizontal coordinates were scaled from a topographic map and have
 EW1829.an estimated accuracy of +/- 6 seconds.
 EW1829
 EW1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1829.The vertical order pertains to the NGVD 29 superseded value.
 EW1829
 EW1829.The geoid height was determined by GEOID03.
 EW1829
 EW1829;                    North         East    Units  Estimated Accuracy
 EW1829;SPC CA 5     -   573,430.    1,992,550.      MT  (+/- 180 meters Scaled)
 EW1829
 EW1829                          SUPERSEDED SURVEY CONTROL
 EW1829
 EW1829  NGVD 29 (??/??/??)  260.07   (m)          853.2    (f) RESET       3  
 EW1829
 EW1829.Superseded values are not recommended for survey control.
 EW1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1829.See file dsdata.txt to determine how the superseded data were derived.
 EW1829
 EW1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT003806(NAD 83)
 EW1829_MARKER: P = PIPE CAP
 EW1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1829_SP_SET: CATCH BASIN
 EW1829_STAMPING: BM 24-44 A 1963 5869
 EW1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1829+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2007
 EW1829
 EW1829  HISTORY     - Date     Condition        Report By
 EW1829  HISTORY     - 1963     MONUMENTED       CA-037
 EW1829  HISTORY     - 1968     GOOD             CA-037
 EW1829  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW1829  HISTORY     - 20070519 GOOD             GEOCAC
 EW1829
 EW1829                          STATION DESCRIPTION
 EW1829
 EW1829'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1829'1 MI E FROM EATON WASH RESERVOIR.
 EW1829'PASADENA, 1.0 MI SE OF THE EATON WASH RESERVOIR, SIERRA MADRE
 EW1829'BLVD AND SIERRA MADRE VILLA AVENUE, AT THE NE CORNER OF THE S
 EW1829'TRAFFIC BARREL, 20.8 FEET E OF THE N PROJECTION OF THE E CURB
 EW1829'LINE OF SIERRA MADRE VILLA AVENUE AND 3.1 FT SE OF PP 304393.
 EW1829'SET IN THE TOP OF THE STORM DRAIN CATCH BASIN.
 EW1829
 EW1829                          STATION RECOVERY (1978)
 EW1829
 EW1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1829'MARK NOT FOUND.
 EW1829
 EW1829                          STATION RECOVERY (2007)
 EW1829
 EW1829'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EW1829'FOUND IN GOOD CONDITION. MEASUREMENTS NOT VERIFIED EXACTLY, BUT APPEAR
 EW1829'CORRECT. MARK LOCATED ON AN ISLAND BETWEEN TRAFFIC LANES, SPECIFICALLY
 EW1829'AN ISLAND THAT IS TO THE SOUTH OF AN ISOLATED LEFT TURN LANE (TRAFFIC
 EW1829'BARREL) FROM THE WESTBOUND LANES OF SIERRA MADRE BLVD TO SOUTHBOUND
 EW1829'SIERRA MADRE VILLA AVE.  THE ISLAND SEPARATES THE SAID TURN LANE FROM
 EW1829'THE EASTBOUND LANES OF SIERRA MADRE BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1877 ***********************************************************************
 EW1877  DESIGNATION -  24 5 A LA CO
 EW1877  PID         -  EW1877
 EW1877  STATE/COUNTY-  CA/LOS ANGELES
 EW1877  USGS QUAD   -  PASADENA (1994)
 EW1877
 EW1877                         *CURRENT SURVEY CONTROL
 EW1877  ___________________________________________________________________
 EW1877* NAD 83(1986)-  34 08 09.     (N)    118 07 55.     (W)     SCALED    
 EW1877* NAVD 88     -       232.91   (+/-2cm)     764.1    (feet)  VERTCON   
 EW1877  ___________________________________________________________________
 EW1877  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW1877  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1877
 EW1877.The horizontal coordinates were scaled from a topographic map and have
 EW1877.an estimated accuracy of +/- 6 seconds.
 EW1877
 EW1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1877.The vertical order pertains to the NGVD 29 superseded value.
 EW1877
 EW1877.The geoid height was determined by GEOID03.
 EW1877
 EW1877;                    North         East    Units  Estimated Accuracy
 EW1877;SPC CA 5     -   570,540.    1,987,830.      MT  (+/- 180 meters Scaled)
 EW1877
 EW1877                          SUPERSEDED SURVEY CONTROL
 EW1877
 EW1877  NGVD 29 (??/??/92)  232.133  (m)          761.59   (f) ADJ UNCH    1 1
 EW1877
 EW1877.Superseded values are not recommended for survey control.
 EW1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1877.See file dsdata.txt to determine how the superseded data were derived.
 EW1877
 EW1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956777(NAD 83)
 EW1877_MARKER: DD = SURVEY DISK
 EW1877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1877_SP_SET: COVER OF FLOOD CONTROL INLET B
 EW1877_STAMPING: BM 24-5A 1971 RE 5869
 EW1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1877
 EW1877  HISTORY     - Date     Condition        Report By
 EW1877  HISTORY     - 1971     MONUMENTED       CA-037
 EW1877
 EW1877                          STATION DESCRIPTION
 EW1877
 EW1877'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1877'1 MI SE FROM PASADENA.
 EW1877'1 MI SE OF THE CITY HALL AT PASADENA, LAKE AVE AT CALIFORNIA
 EW1877'BLVD NE CORNER, 35.3 FT E FROM THE CENTERLINE OF LAKE AVE 112
 EW1877'FT N FROM THE CENTERLINE OF CALIFORNIA BLVD, 62 FT N FROM THE
 EW1877'N END OF THE CURB RETURN 16.8 FT W FROM THE W BUILDING LINE AT
 EW1877'560 LAKE AVE, 58 FT S FROM A STREET LIGHT STANDARD 1 FT E OF THE
 EW1877'E CURB OF LAKE AVE, FLUSH IN THE NW CORNER OF THE CONCRETE COVER
 EW1877'OVER A FLOOD CONTROL INLET BOX OVER THE N RETAINING WALL OF THE
 EW1877'CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1880 ***********************************************************************
 EW1880  DESIGNATION -  24 5 B LA CO
 EW1880  PID         -  EW1880
 EW1880  STATE/COUNTY-  CA/LOS ANGELES
 EW1880  USGS QUAD   -  PASADENA (1994)
 EW1880
 EW1880                         *CURRENT SURVEY CONTROL
 EW1880  ___________________________________________________________________
 EW1880* NAD 83(1986)-  34 08 38.     (N)    118 07 55.     (W)     SCALED    
 EW1880* NAVD 88     -       245.58   (+/-2cm)     805.7    (feet)  VERTCON   
 EW1880  ___________________________________________________________________
 EW1880  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW1880  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1880
 EW1880.The horizontal coordinates were scaled from a topographic map and have
 EW1880.an estimated accuracy of +/- 6 seconds.
 EW1880
 EW1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1880.The vertical order pertains to the NGVD 29 superseded value.
 EW1880
 EW1880.The geoid height was determined by GEOID03.
 EW1880
 EW1880;                    North         East    Units  Estimated Accuracy
 EW1880;SPC CA 5     -   571,430.    1,987,830.      MT  (+/- 180 meters Scaled)
 EW1880
 EW1880                          SUPERSEDED SURVEY CONTROL
 EW1880
 EW1880  NGVD 29 (??/??/92)  244.793  (m)          803.12   (f) ADJ UNCH    1 1
 EW1880
 EW1880.Superseded values are not recommended for survey control.
 EW1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1880.See file dsdata.txt to determine how the superseded data were derived.
 EW1880
 EW1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956786(NAD 83)
 EW1880_MARKER: DD = SURVEY DISK
 EW1880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1880_SP_SET: INLET BOX COVER
 EW1880_STAMPING: BM 24-5B 1971 RE 5869
 EW1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1880
 EW1880  HISTORY     - Date     Condition        Report By
 EW1880  HISTORY     - 1971     MONUMENTED       CA-037
 EW1880
 EW1880                          STATION DESCRIPTION
 EW1880
 EW1880'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1880'0.7 MI SE FROM PASADENA.
 EW1880'0.7 MI SE OF THE CITY HALL AT PASADENA, LAKE AVE AT EAST GREEN
 EW1880'ST NE CORNER, 32.7 FT E OF THE CENTERLINE OF LAKE AVE, 67 FT
 EW1880'N OF THE CENTER LINE OF E GREEN ST, 18.6 FT W OF THE MOST W
 EW1880'BUILDING LINE AT 62 SOUTH LAKE AVE, 4.2 FT S OF A STREET LIGHT
 EW1880'STANDARD, 0.7 FT E OF THE E CURB OF LAKE AVE, FLUSH IN THE
 EW1880'CONCRETE COVER OVER A CONCRETE FLOOD CONTROL INLET BOX OVER THE
 EW1880'NE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1882 ***********************************************************************
 EW1882  DESIGNATION -  24 6 A LA CO
 EW1882  PID         -  EW1882
 EW1882  STATE/COUNTY-  CA/LOS ANGELES
 EW1882  USGS QUAD   -  PASADENA (1994)
 EW1882
 EW1882                         *CURRENT SURVEY CONTROL
 EW1882  ___________________________________________________________________
 EW1882* NAD 83(1986)-  34 08 56.     (N)    118 07 55.     (W)     SCALED    
 EW1882* NAVD 88     -       256.89   (+/-2cm)     842.8    (feet)  VERTCON   
 EW1882  ___________________________________________________________________
 EW1882  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW1882  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1882
 EW1882.The horizontal coordinates were scaled from a topographic map and have
 EW1882.an estimated accuracy of +/- 6 seconds.
 EW1882
 EW1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1882.The vertical order pertains to the NGVD 29 superseded value.
 EW1882
 EW1882.The geoid height was determined by GEOID03.
 EW1882
 EW1882;                    North         East    Units  Estimated Accuracy
 EW1882;SPC CA 5     -   571,990.    1,987,830.      MT  (+/- 180 meters Scaled)
 EW1882
 EW1882                          SUPERSEDED SURVEY CONTROL
 EW1882
 EW1882  NGVD 29 (??/??/92)  256.105  (m)          840.24   (f) ADJ UNCH    1 1
 EW1882
 EW1882.Superseded values are not recommended for survey control.
 EW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1882.See file dsdata.txt to determine how the superseded data were derived.
 EW1882
 EW1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956792(NAD 83)
 EW1882_MARKER: DD = SURVEY DISK
 EW1882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1882_SP_SET: INLET BOX COVER
 EW1882_STAMPING: BM 24-6 A 1971 RE 5869
 EW1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1882
 EW1882  HISTORY     - Date     Condition        Report By
 EW1882  HISTORY     - 1971     MONUMENTED       CA-037
 EW1882
 EW1882                          STATION DESCRIPTION
 EW1882
 EW1882'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1882'0.7 MI NE FROM PASADENA.
 EW1882'PASADENA, 0.7 MI NE OF CITY HALL, LAKE AVE AT WALNUT STREET
 EW1882'NE CORNER, 39 FT E OF THE CENTERLINE OF N LAKE AVE, 63.8 FT N
 EW1882'FROM THE CENTERLINE OF WALNUT ST, 11.7 FT W FROM THE W BUILDING
 EW1882'LINE AT 220 N LAKE AVE, 16.8 FT N FROM THE N END OF THE CURB
 EW1882'RETURN 1.0 FT E OF THE E CURB OF LAKE AVE FLUSH IN THE SW CORNER
 EW1882'OF THE CONCRETE COVER OVER A CONCRETE FLOOD CONTROL INLET BOX
 EW1882'OVER THE S RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9042 ***********************************************************************
 JT9042  DESIGNATION -  24 A
 JT9042  PID         -  JT9042
 JT9042  STATE/COUNTY-  CA/NAPA
 JT9042  USGS QUAD   -  NAPA (1980)
 JT9042
 JT9042                         *CURRENT SURVEY CONTROL
 JT9042  ___________________________________________________________________
 JT9042* NAD 83(1986)-  38 20 12.     (N)    122 18 58.     (W)     SCALED    
 JT9042* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 JT9042  ___________________________________________________________________
 JT9042  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9042  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9042
 JT9042.The horizontal coordinates were scaled from a topographic map and have
 JT9042.an estimated accuracy of +/- 6 seconds.
 JT9042
 JT9042.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9042.The vertical order pertains to the NGVD 29 superseded value.
 JT9042
 JT9042.The geoid height was determined by GEOID03.
 JT9042
 JT9042;                    North         East    Units  Estimated Accuracy
 JT9042;SPC CA 2     -   574,420.    1,972,360.      MT  (+/- 180 meters Scaled)
 JT9042
 JT9042                          SUPERSEDED SURVEY CONTROL
 JT9042
 JT9042  NGVD 29 (??/??/92)   20.43   (m)           67.0    (f) COMPUTED    2 2
 JT9042
 JT9042.Superseded values are not recommended for survey control.
 JT9042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9042.See file dsdata.txt to determine how the superseded data were derived.
 JT9042
 JT9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH597433(NAD 83)
 JT9042_MARKER: DD = SURVEY DISK
 JT9042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9042_SP_SET: CONCRETE POST
 JT9042_MARK LOGO: CA2330
 JT9042_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9042+STABILITY: SURFACE MOTION
 JT9042
 JT9042  HISTORY     - Date     Condition        Report By
 JT9042  HISTORY     - 1971     MONUMENTED       CA2330
 JT9042
 JT9042                          STATION DESCRIPTION
 JT9042
 JT9042'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9042'ALONG EL CENTRO AVENUE, 1400 FT (426.7 M) WEST OF FREEMAN AT NO. 1091,
 JT9042'5 FT (1.5 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT9042'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0186 ***********************************************************************
 FU0186  DESIGNATION -  24 AA USGS
 FU0186  PID         -  FU0186
 FU0186  STATE/COUNTY-  CA/KERN
 FU0186  USGS QUAD   -  WEED PATCH (1992)
 FU0186
 FU0186                         *CURRENT SURVEY CONTROL
 FU0186  ___________________________________________________________________
 FU0186* NAD 83(1986)-  35 09 05.     (N)    118 54 51.     (W)     SCALED    
 FU0186* NAVD 88     -       111.86   (+/-2cm)     367.0    (feet)  VERTCON   
 FU0186  ___________________________________________________________________
 FU0186  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FU0186  VERT ORDER  -  THIRD (See Below)
 FU0186
 FU0186.The horizontal coordinates were scaled from a topographic map and have
 FU0186.an estimated accuracy of +/- 6 seconds.
 FU0186
 FU0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0186.The vertical order pertains to the NGVD 29 superseded value.
 FU0186
 FU0186.The geoid height was determined by GEOID03.
 FU0186
 FU0186;                    North         East    Units  Estimated Accuracy
 FU0186;SPC CA 5     -   683,560.    1,916,710.      MT  (+/- 180 meters Scaled)
 FU0186
 FU0186                          SUPERSEDED SURVEY CONTROL
 FU0186
 FU0186  NGVD 29 (??/??/??)  111.14   (m)          364.6    (f) RESET       3  
 FU0186
 FU0186.Superseded values are not recommended for survey control.
 FU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0186.See file dsdata.txt to determine how the superseded data were derived.
 FU0186
 FU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU256915(NAD 83)
 FU0186_MARKER: DD = SURVEY DISK
 FU0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0186_SP_SET: CULVERT
 FU0186_STAMPING: 24AA 369 1954
 FU0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0186
 FU0186  HISTORY     - Date     Condition        Report By
 FU0186  HISTORY     - 1954     MONUMENTED       USGS
 FU0186  HISTORY     - 1965     GOOD             NGS
 FU0186  HISTORY     - 1969     GOOD             NGS
 FU0186
 FU0186                          STATION DESCRIPTION
 FU0186
 FU0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FU0186'9.1 MI SW FROM ARVIN.
 FU0186'4.0 MILES SOUTH ALONG TEJON HIGHWAY FROM THE JUNCTION OF BEAR
 FU0186'MOUNTAIN BOULEVARD AT ARVIN, THENCE 5.1 MILES WEST ALONG HERRING
 FU0186'ROAD, 42 1/2 FEET NORTH OF THE CENTER LINE OF HERRING ROAD,
 FU0186'36 1/2 FEET EAST OF THE CENTER LINE OF WHEELER RIDGE ROAD, IN
 FU0186'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 FU0186'24-INCH PIPE CULVERT, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 FU0186
 FU0186                          STATION RECOVERY (1969)
 FU0186
 FU0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1807 ***********************************************************************
 EW1807  DESIGNATION -  24 B C OF LA
 EW1807  PID         -  EW1807
 EW1807  STATE/COUNTY-  CA/LOS ANGELES
 EW1807  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1807
 EW1807                         *CURRENT SURVEY CONTROL
 EW1807  ___________________________________________________________________
 EW1807* NAD 83(1986)-  34 02 44.     (N)    118 29 49.     (W)     SCALED    
 EW1807* NAVD 88     -        99.64   (+/-2cm)     326.9    (feet)  VERTCON   
 EW1807  ___________________________________________________________________
 EW1807  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EW1807  VERT ORDER  -  THIRD (See Below)
 EW1807
 EW1807.The horizontal coordinates were scaled from a topographic map and have
 EW1807.an estimated accuracy of +/- 6 seconds.
 EW1807
 EW1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1807.The vertical order pertains to the NGVD 29 superseded value.
 EW1807
 EW1807.The geoid height was determined by GEOID03.
 EW1807
 EW1807;                    North         East    Units  Estimated Accuracy
 EW1807;SPC CA 5     -   560,630.    1,954,120.      MT  (+/- 180 meters Scaled)
 EW1807
 EW1807                          SUPERSEDED SURVEY CONTROL
 EW1807
 EW1807  NGVD 29 (??/??/??)   98.88   (m)          324.4    (f) RESET       3  
 EW1807
 EW1807.Superseded values are not recommended for survey control.
 EW1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1807.See file dsdata.txt to determine how the superseded data were derived.
 EW1807
 EW1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT618682(NAD 83)
 EW1807_MARKER: DD = SURVEY DISK
 EW1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1807_STAMPING: 24-B 324.30
 EW1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1807+STABILITY: SURFACE MOTION
 EW1807
 EW1807  HISTORY     - Date     Condition        Report By
 EW1807  HISTORY     - UNK      MONUMENTED       CA1980
 EW1807  HISTORY     - 1945     GOOD             NGS
 EW1807
 EW1807                          STATION DESCRIPTION
 EW1807
 EW1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1807'AT SANTA MONICA.
 EW1807'AT SANTA MONICA NEAR THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1807'AND TWENTY-FIRST STREET.  LOCATED 1.1 FEET NORTHWEST OF THE
 EW1807'NORTHWEST CURB OF SAN VICENTE BOULEVARD, AND 23.3 FEET SOUTHWEST
 EW1807'OF THE SOUTH WEST CURB LINE OF TWENTY FIRST STREET PRODUCED
 EW1807'FROM OTHER SIDE OF SAN VICENTE BOULEVARD.  MARK IS ABOUT THE
 EW1807'SAME LEVEL AS CURB AND IS ABOUT 2 INCHES BELOW GROUND LEVEL.
 EW1807'A CITY OF LOS ANGELES STANDARD DISK, STAMPED 24 B 324.30 AND
 EW1807'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0208 ***********************************************************************
 MX0208  DESIGNATION -  24 C USGS
 MX0208  PID         -  MX0208
 MX0208  STATE/COUNTY-  CA/TRINITY
 MX0208  USGS QUAD   -  CARRVILLE (1986)
 MX0208
 MX0208                         *CURRENT SURVEY CONTROL
 MX0208  ___________________________________________________________________
 MX0208* NAD 83(1986)-  41 00 29.     (N)    122 41 11.     (W)     SCALED    
 MX0208* NAVD 88     -       705.583  (meters)    2314.90   (feet)  ADJUSTED  
 MX0208  ___________________________________________________________________
 MX0208  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 MX0208  DYNAMIC HT  -         705.159 (meters)    2313.51  (feet)  COMP
 MX0208  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 MX0208
 MX0208  VERT ORDER  -  SECOND    CLASS 0
 MX0208
 MX0208.The horizontal coordinates were scaled from a topographic map and have
 MX0208.an estimated accuracy of +/- 6 seconds.
 MX0208
 MX0208.The orthometric height was determined by differential leveling
 MX0208.and adjusted in June 1991.
 MX0208
 MX0208.The geoid height was determined by GEOID03.
 MX0208
 MX0208.The dynamic height is computed by dividing the NAVD 88
 MX0208.geopotential number by the normal gravity value computed on the
 MX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0208.degrees latitude (g = 980.6199 gals.).
 MX0208
 MX0208.The modeled gravity was interpolated from observed gravity values.
 MX0208
 MX0208;                    North         East    Units  Estimated Accuracy
 MX0208;SPC CA 1     -   686,180.    1,942,260.      MT  (+/- 180 meters Scaled)
 MX0208
 MX0208                          SUPERSEDED SURVEY CONTROL
 MX0208
 MX0208  NGVD 29 (??/??/??)  704.640  (m)         2311.81   (f) ADJUSTED    2 0
 MX0208
 MX0208.Superseded values are not recommended for survey control.
 MX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0208.See file dsdata.txt to determine how the superseded data were derived.
 MX0208
 MX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL263396(NAD 83)
 MX0208_MARKER: DB = BENCH MARK DISK
 MX0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0208_SP_SET: BUILDING
 MX0208_STAMPING: 24 C 1931
 MX0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0208
 MX0208  HISTORY     - Date     Condition        Report By
 MX0208  HISTORY     - 1931     MONUMENTED       USGS
 MX0208  HISTORY     - 1940     GOOD             NGS
 MX0208  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 MX0208
 MX0208                          STATION DESCRIPTION
 MX0208
 MX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MX0208'AT TRINITY CENTER.
 MX0208'AT TRINITY CENTER, TRINITY COUNTY, ON THE WEAVERVILLE-CALLAHAN
 MX0208'ROAD, AT THE SOUTHEAST CORNER OF THE GENERAL STORE BUILDING
 MX0208'(TAPIES RED AND WHITE GROCERY IN 1940), IN THE WALL, 45 FEET WEST
 MX0208'OF THE CENTERLINE OF THE ROAD, AND 2 FEET ABOVE THE BOARDWALK
 MX0208'IN FRONT OF THE STORE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MX0208'DISK, STAMPED 24 C 1931 AND SET VERTICALLY.  NOTE-- THIS MARK IS
 MX0208'BELOW THE HIGH-WATER ELEVATION OF TRINITY DAM RESERVOIR.
 MX0208
 MX0208                          STATION RECOVERY (2006)
 MX0208
 MX0208'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 MX0208'VISITED THE EXACT GIVEN COORDINATES. WATER SURROUNDED THE GIVEN
 MX0208'COORDINATES WITH 100 FEET IN ALL DIRECTIONS. THE WATER LEVEL THIS DAY
 MX0208'WAS AT 2347 FEET ALTITUDE PUTTING THIS MARK APPROXIMATELY 30, OR MORE,
 MX0208'FEET UNDER THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0589 ***********************************************************************
 HS0589  DESIGNATION -  24 CADWR
 HS0589  PID         -  HS0589
 HS0589  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0589  USGS QUAD   -  TRACY (1981)
 HS0589
 HS0589                         *CURRENT SURVEY CONTROL
 HS0589  ___________________________________________________________________
 HS0589* NAD 83(1986)-  37 37 40.     (N)    121 22 46.     (W)     SCALED    
 HS0589* NAVD 88     -        88.42   (+/-2cm)     290.1    (feet)  VERTCON   
 HS0589  ___________________________________________________________________
 HS0589  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HS0589  VERT ORDER  -  THIRD (See Below)
 HS0589
 HS0589.The horizontal coordinates were scaled from a topographic map and have
 HS0589.an estimated accuracy of +/- 6 seconds.
 HS0589
 HS0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0589.The vertical order pertains to the NGVD 29 superseded value.
 HS0589
 HS0589.The geoid height was determined by GEOID03.
 HS0589
 HS0589;                    North         East    Units  Estimated Accuracy
 HS0589;SPC CA 3     -   625,530.    1,922,370.      MT  (+/- 180 meters Scaled)
 HS0589
 HS0589                          SUPERSEDED SURVEY CONTROL
 HS0589
 HS0589  NGVD 29 (??/??/??)   87.66   (m)          287.6    (f) RESET       3  
 HS0589
 HS0589.Superseded values are not recommended for survey control.
 HS0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0589.See file dsdata.txt to determine how the superseded data were derived.
 HS0589
 HS0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG430657(NAD 83)
 HS0589_MARKER: P = PIPE CAP
 HS0589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0589_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0589_STAMPING: 24
 HS0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0589
 HS0589  HISTORY     - Date     Condition        Report By
 HS0589  HISTORY     - UNK      MONUMENTED       CADWR
 HS0589  HISTORY     - 1964     GOOD             NGS
 HS0589
 HS0589                          STATION DESCRIPTION
 HS0589
 HS0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0589'9.6 MI SE FROM TRACY.
 HS0589'0.2 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE UNION HIGH SCHOOL AT
 HS0589'TRACY, THENCE 7.2 MILES SOUTH ALONG MAC ARTHUR DRIVE, THENCE 2.15
 HS0589'MILES SOUTHEAST ALONG A TRACK ROAD ALONG THE HETCH HETCHY AQUEDUCT,
 HS0589'THENCE 0.1 MILE SOUTH ALONG A PRIVATE DIRT ROAD, 7 1/2 FEET EAST
 HS0589'OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET NORTH OF TELEPHONE
 HS0589'POLE 104 AND IN LINE WITH THE POLES, 1.6 FEET WEST OF A FENCE, 2.6
 HS0589'FEET SOUTH OF A 4-BY 4-INCH WOODEN WITNESS POST, ABOUT LEVEL WITH
 HS0589'THE ROAD, A CAP BOLTED ON THE TOP OF AN IRON PIPE PROJECTING 0.1
 HS0589'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0495 ***********************************************************************
 HS0495  DESIGNATION -  24 CAHD
 HS0495  PID         -  HS0495
 HS0495  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0495  USGS QUAD   -  LATHROP (1987)
 HS0495
 HS0495                         *CURRENT SURVEY CONTROL
 HS0495  ___________________________________________________________________
 HS0495* NAD 83(1986)-  37 51 06.     (N)    121 16 57.     (W)     SCALED    
 HS0495* NAVD 88     -         4.73   (+/-2cm)      15.5    (feet)  VERTCON   
 HS0495  ___________________________________________________________________
 HS0495  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HS0495  VERT ORDER  -  THIRD (See Below)
 HS0495
 HS0495.The horizontal coordinates were scaled from a topographic map and have
 HS0495.an estimated accuracy of +/- 6 seconds.
 HS0495
 HS0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0495.The vertical order pertains to the NGVD 29 superseded value.
 HS0495
 HS0495.The geoid height was determined by GEOID03.
 HS0495
 HS0495;                    North         East    Units  Estimated Accuracy
 HS0495;SPC CA 3     -   650,300.    1,931,140.      MT  (+/- 180 meters Scaled)
 HS0495
 HS0495                          SUPERSEDED SURVEY CONTROL
 HS0495
 HS0495  NGVD 29 (??/??/??)    4.03   (m)           13.2    (f) RESET       3  
 HS0495
 HS0495.Superseded values are not recommended for survey control.
 HS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0495.See file dsdata.txt to determine how the superseded data were derived.
 HS0495
 HS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG511907(NAD 83)
 HS0495_MARKER: DD = SURVEY DISK
 HS0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0495+STABILITY: SURFACE MOTION
 HS0495
 HS0495  HISTORY     - Date     Condition        Report By
 HS0495  HISTORY     - UNK      MONUMENTED       CADH
 HS0495  HISTORY     - 1959     GOOD             NGS
 HS0495
 HS0495                          STATION DESCRIPTION
 HS0495
 HS0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0495'2.3 MI S FROM FRENCH CAMP.
 HS0495'2.3 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 HS0495'MATHEWS ROAD AT FRENCH CAMP, 0.15 MILE NORTH OF THE T JUNCTION
 HS0495'OF FREWERT ROAD, BETWEEN THE EAST AND WEST TRAFFIC LANES OF THE
 HS0495'HIGHWAY, 83 FEET WEST OF THE CENTER LINE OF THE EAST TRAFFIC
 HS0495'LANES, 35 FEET EAST OF THE CENTER LINE OF THE WEST TRAFFIC LANES,
 HS0495'1.4 FEET NORTH OF A METAL STATION MARKER PAINTED MON 24, ABOUT 2
 HS0495'FEET LOWER THAN THE WEST TRAFFIC LANES, AND SET IN THE TOP OF A
 HS0495'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2300 ***********************************************************************
 HS2300  DESIGNATION -  24 CAHD
 HS2300  PID         -  HS2300
 HS2300  STATE/COUNTY-  CA/SANTA CLARA
 HS2300  USGS QUAD   -  PACHECO PASS (1971)
 HS2300
 HS2300                         *CURRENT SURVEY CONTROL
 HS2300  ___________________________________________________________________
 HS2300* NAD 83(1986)-  37 03 11.     (N)    121 15 00.     (W)     SCALED    
 HS2300* NAVD 88     -       324.57   (+/-2cm)    1064.9    (feet)  VERTCON   
 HS2300  ___________________________________________________________________
 HS2300  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HS2300  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2300
 HS2300.The horizontal coordinates were scaled from a topographic map and have
 HS2300.an estimated accuracy of +/- 6 seconds.
 HS2300
 HS2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2300.The vertical order pertains to the NGVD 29 superseded value.
 HS2300
 HS2300.The geoid height was determined by GEOID03.
 HS2300
 HS2300;                    North         East    Units  Estimated Accuracy
 HS2300;SPC CA 3     -   561,650.    1,933,290.      MT  (+/- 180 meters Scaled)
 HS2300
 HS2300                          SUPERSEDED SURVEY CONTROL
 HS2300
 HS2300  NGVD 29 (??/??/??)  323.697  (m)         1062.00   (f) ADJUSTED    1 1
 HS2300
 HS2300.Superseded values are not recommended for survey control.
 HS2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2300.See file dsdata.txt to determine how the superseded data were derived.
 HS2300
 HS2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG556021(NAD 83)
 HS2300_MARKER: X = CHISELED CROSS
 HS2300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2300_SP_SET: BRIDGE GUARDRAIL BASE
 HS2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2300
 HS2300  HISTORY     - Date     Condition        Report By
 HS2300  HISTORY     - UNK      MONUMENTED       CADH
 HS2300  HISTORY     - 1972     GOOD             NGS
 HS2300
 HS2300                          STATION DESCRIPTION
 HS2300
 HS2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS2300'22.8 MI E FROM GILROY.
 HS2300'22.55 MILES EAST ALONG STATE HIGHWAY 152 FROM U.S. HIGHWAY 101
 HS2300'UNDERPASS AT GILROY, THENCE 0.2 MILE SOUTHEAST ALONG AN ASPHALT
 HS2300'ROAD (FORMER HIGHWAY), ON THE TOP OF THE NORTH CORNER OF THE
 HS2300'CONCRETE BASE OF THE SOUTHWEST GUARDRAIL OF A CONCRETE BRIDGE
 HS2300'OVER A CREEK, 0.05 MILE SOUTHEAST OF A STEEL GATE ACROSS THE ROAD,
 HS2300'16 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 44.3 FEET
 HS2300'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM BENCH MARK T 152, 0.2
 HS2300'FEET SOUTHEAST OF THE NORTHWEST END OF THE BASE, AND ABOUT LEVEL
 HS2300'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1827 ***********************************************************************
 DX1827  DESIGNATION -  24 DPW
 DX1827  PID         -  DX1827
 DX1827  STATE/COUNTY-  CA/ORANGE
 DX1827  USGS QUAD   -  EL TORO (1982)
 DX1827
 DX1827                         *CURRENT SURVEY CONTROL
 DX1827  ___________________________________________________________________
 DX1827* NAD 83(1986)-  33 41 13.     (N)    117 43 35.     (W)     SCALED    
 DX1827* NAVD 88     -       114.59   (+/-2cm)     376.0    (feet)  VERTCON   
 DX1827  ___________________________________________________________________
 DX1827  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DX1827  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1827
 DX1827.The horizontal coordinates were scaled from a topographic map and have
 DX1827.an estimated accuracy of +/- 6 seconds.
 DX1827
 DX1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1827.The vertical order pertains to the NGVD 29 superseded value.
 DX1827
 DX1827.The geoid height was determined by GEOID03.
 DX1827
 DX1827;                    North         East    Units  Estimated Accuracy
 DX1827;SPC CA 6     -   669,570.    1,863,110.      MT  (+/- 180 meters Scaled)
 DX1827
 DX1827                          SUPERSEDED SURVEY CONTROL
 DX1827
 DX1827  NGVD 29 (??/??/??)  113.863  (m)          373.57   (f) ADJUSTED    1 2
 DX1827
 DX1827.Superseded values are not recommended for survey control.
 DX1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1827.See file dsdata.txt to determine how the superseded data were derived.
 DX1827
 DX1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT326276(NAD 83)
 DX1827_MARKER: S = SPIKE
 DX1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1827_STAMPING: 24
 DX1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1827+STABILITY: SURFACE MOTION
 DX1827
 DX1827  HISTORY     - Date     Condition        Report By
 DX1827  HISTORY     - UNK      MONUMENTED       CADPW
 DX1827  HISTORY     - 1955     GOOD             NGS
 DX1827
 DX1827                          STATION DESCRIPTION
 DX1827
 DX1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1827'AT EL TORO MCAS.
 DX1827'AT EL TORO MARINE CORPS AIR STATION, 500 FEET NORTHEAST OF THE
 DX1827'NORTH END OF RUNWAY 16, 500 FEET SOUTHWEST OF J STREET, 2.0 FEET
 DX1827'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, 0.2
 DX1827'FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0056 ***********************************************************************
 DY0056  DESIGNATION -  24 DPW
 DY0056  PID         -  DY0056
 DY0056  STATE/COUNTY-  CA/ORANGE
 DY0056  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0056
 DY0056                         *CURRENT SURVEY CONTROL
 DY0056  ___________________________________________________________________
 DY0056* NAD 83(1986)-  33 47 45.     (N)    118 03 41.     (W)     SCALED    
 DY0056* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 DY0056  ___________________________________________________________________
 DY0056  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DY0056  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0056
 DY0056.The horizontal coordinates were scaled from a topographic map and have
 DY0056.an estimated accuracy of +/- 6 seconds.
 DY0056
 DY0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0056.The vertical order pertains to the NGVD 29 superseded value.
 DY0056
 DY0056.The geoid height was determined by GEOID03.
 DY0056
 DY0056;                    North         East    Units  Estimated Accuracy
 DY0056;SPC CA 6     -   682,140.    1,832,270.      MT  (+/- 180 meters Scaled)
 DY0056
 DY0056                          SUPERSEDED SURVEY CONTROL
 DY0056
 DY0056  NGVD 29 (??/??/92)    7.436  (m)           24.40   (f) ADJ UNCH    1 2
 DY0056
 DY0056.Superseded values are not recommended for survey control.
 DY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0056.See file dsdata.txt to determine how the superseded data were derived.
 DY0056
 DY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT017400(NAD 83)
 DY0056_MARKER: N = NAIL
 DY0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0056_SP_SET: CURB
 DY0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0056
 DY0056  HISTORY     - Date     Condition        Report By
 DY0056  HISTORY     - UNK      MONUMENTED       CA1980
 DY0056  HISTORY     - 1945     GOOD             NGS
 DY0056  HISTORY     - 1958     GOOD             NGS
 DY0056
 DY0056                          STATION DESCRIPTION
 DY0056
 DY0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0056'AT LOS ALAMITOS NAS.
 DY0056'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE SOUTH
 DY0056'CURB OF SARATOGA AVE. AT THE INTERSECTION OF THE AVE. AND ESSEX
 DY0056'STREET, 28 FEET EAST OF CENTER-LINE OF ESSEX, 10.6 FEET SOUTH
 DY0056'OF CENTER-LINE OF SARATOGA, 1.6 FEET NORTHWEST OF A IRON LIGHT
 DY0056'POLE.  IRON NAIL SET INLEADED HOLE.  IRON NAIL SET IN LEADED
 DY0056'HOLE IN CURB.
 DY0056
 DY0056                          STATION RECOVERY (1958)
 DY0056
 DY0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4898 ***********************************************************************
 EW4898  DESIGNATION -  24 F 40 CAHD
 EW4898  PID         -  EW4898
 EW4898  STATE/COUNTY-  CA/LOS ANGELES
 EW4898  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4898
 EW4898                         *CURRENT SURVEY CONTROL
 EW4898  ___________________________________________________________________
 EW4898* NAD 83(1986)-  34 21 44.     (N)    118 33 21.     (W)     SCALED    
 EW4898* NAVD 88     -       408.69   (+/-2cm)    1340.8    (feet)  VERTCON   
 EW4898  ___________________________________________________________________
 EW4898  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW4898  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4898
 EW4898.The horizontal coordinates were scaled from a topographic map and have
 EW4898.an estimated accuracy of +/- 6 seconds.
 EW4898
 EW4898.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4898.The vertical order pertains to the NGVD 29 superseded value.
 EW4898
 EW4898.The geoid height was determined by GEOID03.
 EW4898
 EW4898;                    North         East    Units  Estimated Accuracy
 EW4898;SPC CA 5     -   595,780.    1,948,870.      MT  (+/- 180 meters Scaled)
 EW4898
 EW4898                          SUPERSEDED SURVEY CONTROL
 EW4898
 EW4898  NGVD 29 (??/??/92)  407.851  (m)         1338.09   (f) ADJ UNCH    1 2
 EW4898
 EW4898.Superseded values are not recommended for survey control.
 EW4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4898.See file dsdata.txt to determine how the superseded data were derived.
 EW4898
 EW4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU569034(NAD 83)
 EW4898_MARKER: DD = SURVEY DISK
 EW4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4898_STAMPING: 24-F-40
 EW4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4898+STABILITY: SURFACE MOTION
 EW4898
 EW4898  HISTORY     - Date     Condition        Report By
 EW4898  HISTORY     - UNK      MONUMENTED       CADH
 EW4898  HISTORY     - 1968     GOOD
 EW4898
 EW4898                          STATION DESCRIPTION
 EW4898
 EW4898'DESCRIBED 1968
 EW4898'1.2 MI SE FROM NEWHALL.
 EW4898'NEWHALL, 1.2 MILES SE OF JUNCTION OF LYONS AVE AND GOLDEN STATE
 EW4898'FREEWAY, 111 FEET NORTHERLY OF A FENCE CORNER BY A RANCH GATE,
 EW4898'82 FEET WESTERLY OF CENTER LINE STATION 215+90.  SET IN THE
 EW4898'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2218 ***********************************************************************
 EV2218  DESIGNATION -  24 FMK
 EV2218  PID         -  EV2218
 EV2218  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2218  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2218
 EV2218                         *CURRENT SURVEY CONTROL
 EV2218  ___________________________________________________________________
 EV2218* NAD 83(1986)-  34 59 44.     (N)    117 36 49.     (W)     SCALED    
 EV2218* NAVD 88     -       765.694  (meters)    2512.11   (feet)  ADJUSTED  
 EV2218  ___________________________________________________________________
 EV2218  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EV2218  DYNAMIC HT  -         764.832 (meters)    2509.29  (feet)  COMP
 EV2218  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 EV2218
 EV2218  VERT ORDER  -  FIRST     CLASS I
 EV2218
 EV2218.The horizontal coordinates were scaled from a topographic map and have
 EV2218.an estimated accuracy of +/- 6 seconds.
 EV2218
 EV2218.The orthometric height was determined by differential leveling
 EV2218.and adjusted in June 1991.
 EV2218.WARNING-Repeat measurements at this control monument indicate possible
 EV2218.vertical movement.
 EV2218
 EV2218.The geoid height was determined by GEOID03.
 EV2218
 EV2218.The dynamic height is computed by dividing the NAVD 88
 EV2218.geopotential number by the normal gravity value computed on the
 EV2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2218.degrees latitude (g = 980.6199 gals.).
 EV2218
 EV2218.The modeled gravity was interpolated from observed gravity values.
 EV2218
 EV2218;                    North         East    Units  Estimated Accuracy
 EV2218;SPC CA 5     -   665,960.    2,035,270.      MT  (+/- 180 meters Scaled)
 EV2218
 EV2218                          SUPERSEDED SURVEY CONTROL
 EV2218
 EV2218  NGVD 29 (??/??/92)  764.897  (m)         2509.50   (f) ADJ UNCH    1 1
 EV2218
 EV2218.Superseded values are not recommended for survey control.
 EV2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2218.See file dsdata.txt to determine how the superseded data were derived.
 EV2218
 EV2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU440727(NAD 83)
 EV2218_MARKER: DD = SURVEY DISK
 EV2218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2218_SP_SET: 15 FEET
 EV2218_STAMPING: 24 FMK 1973
 EV2218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2218
 EV2218  HISTORY     - Date     Condition        Report By
 EV2218  HISTORY     - 1973     MONUMENTED       USGS
 EV2218  HISTORY     - 1974     GOOD             NGS
 EV2218  HISTORY     - 1977     GOOD             NGS
 EV2218
 EV2218                          STATION DESCRIPTION
 EV2218
 EV2218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2218'2.2 MI E FROM BORON.
 EV2218'2.25 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2218'FROM THE STATION AT BORON, 7 POLES EAST AND ACROSS THE TRACK FROM
 EV2218'MILEPOST 782, 43.7 FEET SOUTH OF THE SOUTH RAIL, 3 1/2 FEET
 EV2218'SOUTHEAST OF TELEPHONE POLE 191-27, 1.7 FEET WEST OF A WITNESS
 EV2218'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP
 EV2218'OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET.  THE UPPER
 EV2218'PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING
 EV2218'0.2 FOOT ABOVE THE GROUND.  SECTION 3, T10N, R7W
 EV2218
 EV2218                          STATION RECOVERY (1977)
 EV2218
 EV2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3332 ***********************************************************************
 HS3332  DESIGNATION -  24 JD USGS
 HS3332  PID         -  HS3332
 HS3332  STATE/COUNTY-  CA/SANTA CLARA
 HS3332  USGS QUAD   -  EYLAR MTN (1971)
 HS3332
 HS3332                         *CURRENT SURVEY CONTROL
 HS3332  ___________________________________________________________________
 HS3332* NAD 83(1986)-  37 25 02.     (N)    121 30 07.     (W)     SCALED    
 HS3332* NAVD 88     -       797.46   (+/-2cm)    2616.3    (feet)  VERTCON   
 HS3332  ___________________________________________________________________
 HS3332  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 HS3332  VERT ORDER  -  THIRD (See Below)
 HS3332
 HS3332.The horizontal coordinates were scaled from a topographic map and have
 HS3332.an estimated accuracy of +/- 6 seconds.
 HS3332
 HS3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3332.The vertical order pertains to the NGVD 29 superseded value.
 HS3332
 HS3332.The geoid height was determined by GEOID03.
 HS3332
 HS3332;                    North         East    Units  Estimated Accuracy
 HS3332;SPC CA 3     -   602,270.    1,911,310.      MT  (+/- 180 meters Scaled)
 HS3332
 HS3332                          SUPERSEDED SURVEY CONTROL
 HS3332
 HS3332  NGVD 29 (??/??/??)  796.58   (m)         2613.4    (f) RESET       3  
 HS3332
 HS3332.Superseded values are not recommended for survey control.
 HS3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3332.See file dsdata.txt to determine how the superseded data were derived.
 HS3332
 HS3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG325422(NAD 83)
 HS3332_MARKER: DD = SURVEY DISK
 HS3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3332_STAMPING: 24 JD 2613 1954
 HS3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3332+STABILITY: SURFACE MOTION
 HS3332
 HS3332  HISTORY     - Date     Condition        Report By
 HS3332  HISTORY     - 1954     MONUMENTED       USGS
 HS3332  HISTORY     - 1961     GOOD             NGS
 HS3332
 HS3332                          STATION DESCRIPTION
 HS3332
 HS3332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3332'28.4 MI SE FROM LIVERMORE.
 HS3332'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3332'LIVERMORE, THENCE 26.15 MILES SOUTHEAST ALONG MINES ROAD, 0.25
 HS3332'MILE SOUTHEAST OF A CATTLEGUARD, AT THE JUNCTION OF A PRIVATE
 HS3332'DIRT ROAD LEADING EAST OVER A HILL, 40 FEET SOUTHWEST OF THE CENTER
 HS3332'LINE OF MINES ROAD, 78 FEET WEST-NORTHWEST OF THE CENTER LINE
 HS3332'OF A PRIVATE ROAD, 29 FEET NORTHWEST OF A FENCE CORNER, 73
 HS3332'FEET WEST-NORTHWEST OF THE SOUTH END OF A GATE ACROSS THE PRIVATE
 HS3332'ROAD, 0.9 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 5 FEET HIGHER
 HS3332'THEN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HS3332'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AF9875 ***********************************************************************
 AF9875  DESIGNATION -  24 JRH
 AF9875  PID         -  AF9875
 AF9875  STATE/COUNTY-  CA/IMPERIAL
 AF9875  USGS QUAD   -  CARRIZO MTN (1975)
 AF9875
 AF9875                         *CURRENT SURVEY CONTROL
 AF9875  ___________________________________________________________________
 AF9875* NAD 83(2007)-  32 46 09.47915(N)    116 04 39.08727(W)     ADJUSTED  
 AF9875* NAVD 88     -       243.869  (meters)     800.09   (feet)  ADJUSTED  
 AF9875  ___________________________________________________________________
 AF9875  EPOCH DATE  -        2007.00
 AF9875  X           -  -2,359,941.004 (meters)                     COMP
 AF9875  Y           -  -4,822,025.850 (meters)                     COMP
 AF9875  Z           -   3,432,586.905 (meters)                     COMP
 AF9875  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AF9875  ELLIP HEIGHT-         210.295 (meters)          (02/10/07) ADJUSTED
 AF9875  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AF9875  DYNAMIC HT  -         243.575 (meters)     799.13  (feet)  COMP
 AF9875
 AF9875  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9875  Type    PID    Designation                      North   East  Ellip
 AF9875  -------------------------------------------------------------------
 AF9875  NETWORK AF9875 24 JRH                            1.18   1.74   6.90
 AF9875  -------------------------------------------------------------------
 AF9875  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 AF9875
 AF9875  VERT ORDER  -  THIRD
 AF9875
 AF9875.The horizontal coordinates were established by GPS observations
 AF9875.and adjusted by the National Geodetic Survey in February 2007.
 AF9875
 AF9875.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9875.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9875.The horizontal coordinates are valid at the epoch date displayed above.
 AF9875.The epoch date for horizontal control is a decimal equivalence
 AF9875.of Year/Month/Day.
 AF9875
 AF9875.The orthometric height was determined by differential leveling
 AF9875.and adjusted in May 2000.
 AF9875
 AF9875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9875
 AF9875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9875
 AF9875.The ellipsoidal height was determined by GPS observations
 AF9875.and is referenced to NAD 83.
 AF9875
 AF9875.The geoid height was determined by GEOID03.
 AF9875
 AF9875.The dynamic height is computed by dividing the NAVD 88
 AF9875.geopotential number by the normal gravity value computed on the
 AF9875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9875.degrees latitude (g = 980.6199 gals.).
 AF9875
 AF9875.The modeled gravity was interpolated from observed gravity values.
 AF9875
 AF9875;                    North         East     Units Scale Factor Converg.
 AF9875;SPC CA 6     -   566,847.196 2,016,160.262   MT  1.00000236   +0 05 41.2
 AF9875;SPC CA 6     - 1,859,731.18  6,614,685.79   sFT  1.00000236   +0 05 41.2
 AF9875;UTM  11      - 3,626,088.443   586,398.966   MT  0.99969204   +0 29 57.6
 AF9875
 AF9875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9875!SPC CA 6     -   0.99996698  x   1.00000236  =   0.99996934
 AF9875!UTM  11      -   0.99996698  x   0.99969204  =   0.99965903
 AF9875
 AF9875                          SUPERSEDED SURVEY CONTROL
 AF9875
 AF9875  NAD 83(1992)-  32 46 09.46425(N)    116 04 39.07119(W) AD(1991.35) 1
 AF9875  ELLIP H (07/28/98)  210.447  (m)                       GP(       ) 4 2
 AF9875
 AF9875.Superseded values are not recommended for survey control.
 AF9875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9875.See file dsdata.txt to determine how the superseded data were derived.
 AF9875
 AF9875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS8639926088(NAD 83)
 AF9875_MARKER: DB = BENCH MARK DISK
 AF9875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9875_STAMPING: 24 JRH 798 1957
 AF9875_MARK LOGO: USGS  
 AF9875_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9875+STABILITY: SURFACE MOTION
 AF9875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9875+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1995
 AF9875
 AF9875  HISTORY     - Date     Condition        Report By
 AF9875  HISTORY     - 1957     MONUMENTED       USGS
 AF9875  HISTORY     - 19950329 GOOD             CADT
 AF9875
 AF9875                          STATION DESCRIPTION
 AF9875
 AF9875'DESCRIBED BY CALTRANS 1995 (ATD)
 AF9875'THE STATION IS LOCATED 4.9 MI (7.9 KM) NORTHWEST OF OCOTILLO ON THE
 AF9875'WEST SIDE OF IMPERIAL COUNTY ROAD S-2, KNOWN LOCALLY AS THE IMPERIAL
 AF9875'HWY, AT POST MILE 58.5.  TO REACH FROM THE INTERSECTION OF INTERSTATE
 AF9875'8 AND IMPERIAL COUNTY S-2 IN OCOTILLO DRIVE NORTH THEN WEST ON S-2 FOR
 AF9875'1.35 MI (2.17 KM) TO THE INTERSECTION OF SHELL CANYON ROAD. CONTINUE
 AF9875'STRAIGHT AHEAD, WEST THEN NORTHWEST 3.8 MI (6.1 KM) TO THE END OF A
 AF9875'CURVE TO THE RIGHT. CONTINUE STRAIGHT AHEAD NORTHWEST 1.1 MI (1.8 KM)
 AF9875'TO THE STATION MARK ON THE LEFT.  THE STATION MARK IS ABOUT 670 FT
 AF9875'(204.2 M) SOUTHEAST OF A DIP IN THE ROAD AT A DRY WASH, 550 FT (167.6
 AF9875'M) NORTHWEST OF A PROMINENT DIP IN THE ROAD AT A DRY CREEK, 46.7 FT
 AF9875'(14.2 M) SOUTHWEST OF THE CENTERLINE OF S-2, AND 1.0 FT (0.3 M) HIGHER
 AF9875'THAN THE CENTERLINE OF S-2.
 AF9875'THE STATION WAS LEVELED TO BY CADT AS AS PART OF THE 1995 PERIPHERAL
 AF9875'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988.  OCCUPIED BY GPS
 AF9875'RECEIVER AS PART OF SAN DIEGO VERTICAL GPS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1372 ***********************************************************************
 DY1372  DESIGNATION -  24 M C OF LA
 DY1372  PID         -  DY1372
 DY1372  STATE/COUNTY-  CA/LOS ANGELES
 DY1372  USGS QUAD   -  VENICE (1981)
 DY1372
 DY1372                         *CURRENT SURVEY CONTROL
 DY1372  ___________________________________________________________________
 DY1372* NAD 83(1986)-  33 57 35.     (N)    118 25 48.     (W)     SCALED    
 DY1372* NAVD 88     -        49.56   (+/-2cm)     162.6    (feet)  VERTCON   
 DY1372  ___________________________________________________________________
 DY1372  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1372  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1372
 DY1372.The horizontal coordinates were scaled from a topographic map and have
 DY1372.an estimated accuracy of +/- 6 seconds.
 DY1372
 DY1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1372.The vertical order pertains to the NGVD 29 superseded value.
 DY1372
 DY1372.The geoid height was determined by GEOID03.
 DY1372
 DY1372;                    North         East    Units  Estimated Accuracy
 DY1372;SPC CA 5     -   551,080.    1,960,260.      MT  (+/- 180 meters Scaled)
 DY1372
 DY1372                          SUPERSEDED SURVEY CONTROL
 DY1372
 DY1372  NGVD 29 (??/??/92)   48.81   (m)          160.1    (f) COMPUTED    1 2
 DY1372
 DY1372.Superseded values are not recommended for survey control.
 DY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1372.See file dsdata.txt to determine how the superseded data were derived.
 DY1372
 DY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT678586(NAD 83)
 DY1372_MARKER: DD = SURVEY DISK
 DY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1372_STAMPING: 24 M 160.8
 DY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1372+STABILITY: SURFACE MOTION
 DY1372
 DY1372  HISTORY     - Date     Condition        Report By
 DY1372  HISTORY     - UNK      MONUMENTED       CA1980
 DY1372  HISTORY     - 1960     GOOD             NGS
 DY1372
 DY1372                          STATION DESCRIPTION
 DY1372
 DY1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1372'AT LOS ANGELES.
 DY1372'AT LOS ANGELES, 0.1 MILE WEST ALONG MANCHESTER AVENUE FROM THE
 DY1372'JUNCTION OF HASTINGS AVENUE, AT THE JUNCTION OF A DIRT ROAD
 DY1372'LEADING NORTH TO TIBBETTS BASEBALL FIELD, 21 FEET NORTH OF THE
 DY1372'CENTER LINE OF THE NORTH LANES OF THE AVENUE, 54 FEET EAST
 DY1372'OF THE CENTER LINE OF THE DIRT ROAD, 37 FEET EAST OF THE
 DY1372'EXTENDED CURB LINE OF THE ROAD, 21 FEET WEST OF TELEPHONE POLE
 DY1372'1678F, 2.6 FEET NORTH OF THE NORTH CURB OF THE AVENUE, ABOUT
 DY1372'1/2 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A
 DY1372'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1414 ***********************************************************************
 LU1414  DESIGNATION -  24 RS USGS
 LU1414  PID         -  LU1414
 LU1414  STATE/COUNTY-  CA/HUMBOLDT
 LU1414  USGS QUAD   -  REDCREST (1969)
 LU1414
 LU1414                         *CURRENT SURVEY CONTROL
 LU1414  ___________________________________________________________________
 LU1414* NAD 83(1986)-  40 29 27.     (N)    123 58 11.     (W)     SCALED    
 LU1414* NAVD 88     -        93.04   (+/-2cm)     305.2    (feet)  VERTCON   
 LU1414  ___________________________________________________________________
 LU1414  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LU1414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1414
 LU1414.The horizontal coordinates were scaled from a topographic map and have
 LU1414.an estimated accuracy of +/- 6 seconds.
 LU1414
 LU1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1414.The vertical order pertains to the NGVD 29 superseded value.
 LU1414
 LU1414.The geoid height was determined by GEOID03.
 LU1414
 LU1414;                    North         East    Units  Estimated Accuracy
 LU1414;SPC CA 1     -   630,400.    1,833,040.      MT  (+/- 180 meters Scaled)
 LU1414
 LU1414                          SUPERSEDED SURVEY CONTROL
 LU1414
 LU1414  NGVD 29 (??/??/92)   92.066  (m)          302.05   (f) ADJ UNCH    2 0
 LU1414
 LU1414.Superseded values are not recommended for survey control.
 LU1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1414.See file dsdata.txt to determine how the superseded data were derived.
 LU1414
 LU1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK178826(NAD 83)
 LU1414_MARKER: DD = SURVEY DISK
 LU1414_SETTING: 66 = SET IN ROCK OUTCROP
 LU1414_SP_SET: ROCK OUTCROP
 LU1414_STAMPING: 24 RS
 LU1414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1414+STABILITY: POSITION/ELEVATION WELL
 LU1414
 LU1414  HISTORY     - Date     Condition        Report By
 LU1414  HISTORY     - UNK      MONUMENTED       USGS
 LU1414  HISTORY     - 1948     GOOD             NGS
 LU1414
 LU1414                          STATION DESCRIPTION
 LU1414
 LU1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU1414'7.7 MI E FROM CARLOTTA.
 LU1414'7.7 MILES EAST ALONG STATE HIGHWAY 36 FROM THE NORTHWESTERN
 LU1414'PACIFIC RAILROAD STATION AT CARLOTTA, HUMBOLDT COUNTY, 27 FEET
 LU1414'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 LU1414'ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LU1414'STAMPED 24 RS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0069 ***********************************************************************
 JT0069  DESIGNATION -  24 TKM
 JT0069  PID         -  JT0069
 JT0069  STATE/COUNTY-  CA/NAPA
 JT0069  USGS QUAD   -  KNOXVILLE (1993)
 JT0069
 JT0069                         *CURRENT SURVEY CONTROL
 JT0069  ___________________________________________________________________
 JT0069* NAD 83(1986)-  38 49 28.     (N)    122 21 15.     (W)     SCALED    
 JT0069* NAVD 88     -       455.65   (+/-2cm)    1494.9    (feet)  VERTCON   
 JT0069  ___________________________________________________________________
 JT0069  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JT0069  VERT ORDER  -  THIRD (See Below)
 JT0069
 JT0069.The horizontal coordinates were scaled from a topographic map and have
 JT0069.an estimated accuracy of +/- 6 seconds.
 JT0069
 JT0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0069.The vertical order pertains to the NGVD 29 superseded value.
 JT0069
 JT0069.The geoid height was determined by GEOID03.
 JT0069
 JT0069;                    North         East    Units  Estimated Accuracy
 JT0069;SPC CA 2     -   628,580.    1,969,250.      MT  (+/- 180 meters Scaled)
 JT0069
 JT0069                          SUPERSEDED SURVEY CONTROL
 JT0069
 JT0069  NGVD 29 (??/??/??)  454.79   (m)         1492.1    (f) RESET       3  
 JT0069
 JT0069.Superseded values are not recommended for survey control.
 JT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0069.See file dsdata.txt to determine how the superseded data were derived.
 JT0069
 JT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH560974(NAD 83)
 JT0069_MARKER: DD = SURVEY DISK
 JT0069_SETTING: 66 = SET IN ROCK OUTCROP
 JT0069_SP_SET: ROCK OUTCROP
 JT0069_STAMPING: 24 TKM 1942 1492
 JT0069_MARK LOGO: USGS  
 JT0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT0069+STABILITY: POSITION/ELEVATION WELL
 JT0069
 JT0069  HISTORY     - Date     Condition        Report By
 JT0069  HISTORY     - 1942     MONUMENTED       USGS
 JT0069  HISTORY     - 1966     GOOD             CGS
 JT0069
 JT0069                          STATION DESCRIPTION
 JT0069
 JT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0069'18 MI SE FROM LOWER LAKE.
 JT0069'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0069'OFFICE AT LOWER LAKE, THENCE 3.75 MILES SOUTHEAST ALONG
 JT0069'BERRYESSA-KNOXVILLE ROAD, AT THE JUNCTION OF DEVILHEAD ROAD
 JT0069'SOUTH, IN THE TOP OF A SMALL OUTCROP WHICH PROJECTS ABOUT 0.1
 JT0069'FOOT, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 20 1/2
 JT0069'FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 72 FEET SOUTH OF
 JT0069'THE CENTER OF THE JUNCTION, 1.7 FEET NORTHEAST OF A WITNESS
 JT0069'POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0396 ***********************************************************************
 FV0396  DESIGNATION -  24 USGS
 FV0396  PID         -  FV0396
 FV0396  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0396  USGS QUAD   -  MORRO BAY SOUTH (1994)
 FV0396
 FV0396                         *CURRENT SURVEY CONTROL
 FV0396  ___________________________________________________________________
 FV0396* NAD 83(1986)-  35 21 40.     (N)    120 48 19.     (W)     SCALED    
 FV0396* NAVD 88     -        18.44   (+/-2cm)      60.5    (feet)  VERTCON   
 FV0396  ___________________________________________________________________
 FV0396  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 FV0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0396
 FV0396.The horizontal coordinates were scaled from a topographic map and have
 FV0396.an estimated accuracy of +/- 6 seconds.
 FV0396
 FV0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0396.The vertical order pertains to the NGVD 29 superseded value.
 FV0396
 FV0396.The geoid height was determined by GEOID03.
 FV0396
 FV0396;                    North         East    Units  Estimated Accuracy
 FV0396;SPC CA 5     -   710,010.    1,745,080.      MT  (+/- 180 meters Scaled)
 FV0396
 FV0396                          SUPERSEDED SURVEY CONTROL
 FV0396
 FV0396  NGVD 29 (??/??/92)   17.58   (m)           57.7    (f) COMPUTED    2 0
 FV0396
 FV0396.Superseded values are not recommended for survey control.
 FV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0396.See file dsdata.txt to determine how the superseded data were derived.
 FV0396
 FV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE994153(NAD 83)
 FV0396_MARKER: DD = SURVEY DISK
 FV0396_SETTING: 0 = UNSPECIFIED SETTING
 FV0396_STAMPING: 24 57 1916
 FV0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0396
 FV0396  HISTORY     - Date     Condition        Report By
 FV0396  HISTORY     - 1916     MONUMENTED       USGS
 FV0396  HISTORY     - 1935     GOOD             NGS
 FV0396
 FV0396                          STATION DESCRIPTION
 FV0396
 FV0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0396'2.6 MI SE FROM MORRO BAY.
 FV0396'2.6 MILES S.E. BY HIGHWAY ALONG THE R. OF W. OF THE SAN LUIS
 FV0396'OBISPO-GORDA HIGHWAY.  SET 7 FEET S. OF THE N. END OF THE N.W.
 FV0396'WING WALL OF A SMALL STONE ARCH HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0397 ***********************************************************************
 FV0397  DESIGNATION -  24 USGS RESET 1948
 FV0397  PID         -  FV0397
 FV0397  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0397  USGS QUAD   -  MORRO BAY SOUTH (1994)
 FV0397
 FV0397                         *CURRENT SURVEY CONTROL
 FV0397  ___________________________________________________________________
 FV0397* NAD 83(1986)-  35 21 42.     (N)    120 48 19.     (W)     SCALED    
 FV0397* NAVD 88     -        18.336  (meters)      60.16   (feet)  ADJUSTED  
 FV0397  ___________________________________________________________________
 FV0397  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 FV0397  DYNAMIC HT  -          18.320 (meters)      60.10  (feet)  COMP
 FV0397  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 FV0397
 FV0397  VERT ORDER  -  FIRST     CLASS I
 FV0397
 FV0397.The horizontal coordinates were scaled from a topographic map and have
 FV0397.an estimated accuracy of +/- 6 seconds.
 FV0397
 FV0397.The orthometric height was determined by differential leveling
 FV0397.and adjusted in June 1991.
 FV0397
 FV0397.The geoid height was determined by GEOID03.
 FV0397
 FV0397.The dynamic height is computed by dividing the NAVD 88
 FV0397.geopotential number by the normal gravity value computed on the
 FV0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0397.degrees latitude (g = 980.6199 gals.).
 FV0397
 FV0397.The modeled gravity was interpolated from observed gravity values.
 FV0397
 FV0397;                    North         East    Units  Estimated Accuracy
 FV0397;SPC CA 5     -   710,070.    1,745,080.      MT  (+/- 180 meters Scaled)
 FV0397
 FV0397                          SUPERSEDED SURVEY CONTROL
 FV0397
 FV0397  NGVD 29 (10/21/93)   17.479  (m)           57.35   (f) ADJUSTED    1 1
 FV0397
 FV0397.Superseded values are not recommended for survey control.
 FV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0397.See file dsdata.txt to determine how the superseded data were derived.
 FV0397
 FV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE994153(NAD 83)
 FV0397_MARKER: DD = SURVEY DISK
 FV0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0397_SP_SET: HEADWALL
 FV0397_STAMPING: 24 RESET 1948
 FV0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0397
 FV0397  HISTORY     - Date     Condition        Report By
 FV0397  HISTORY     - 1948     MONUMENTED       CADH
 FV0397  HISTORY     - 1954     GOOD             NGS
 FV0397  HISTORY     - 1977     GOOD             NGS
 FV0397  HISTORY     - 20080709 GOOD             CADT
 FV0397
 FV0397                          STATION DESCRIPTION
 FV0397
 FV0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FV0397'2.5 MI SE FROM MORRO BAY.
 FV0397'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE NEW POST
 FV0397'OFFICE BUILDING AT MORRO BAY, SAN LUIS OBISPO COUNTY, 36 FEET
 FV0397'WEST OF POLE 332, AT 12- BY 9-FOOT CONCRETE-BOX CULVERT 49-66,
 FV0397'AND IN THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A UNITED
 FV0397'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 24 RESET 1948.
 FV0397
 FV0397                          STATION RECOVERY (1977)
 FV0397
 FV0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0397'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE MORRO BAY
 FV0397'BOULEVARD OVERPASS AT MORRO BAY, SET IN THE TOP AND 1 FOOT WEST
 FV0397'OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR TWO 12-FOOT
 FV0397'BOX CULVERTS. 0.1 MILE EAST OF THE JUNCTION OF SAN BERNARDO CREEK
 FV0397'ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE NORTH BOUND LANES
 FV0397'OF THE HIGHWAY
 FV0397
 FV0397                          STATION RECOVERY (2008)
 FV0397
 FV0397'RECOVERY NOTE BY CALTRANS 2008 (CM)
 FV0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2680 ***********************************************************************
 EW2680  DESIGNATION -  24 X SPCO
 EW2680  PID         -  EW2680
 EW2680  STATE/COUNTY-  CA/LOS ANGELES
 EW2680  USGS QUAD   -  MINT CANYON (1995)
 EW2680
 EW2680                         *CURRENT SURVEY CONTROL
 EW2680  ___________________________________________________________________
 EW2680* NAD 83(1986)-  34 24 33.     (N)    118 27 32.     (W)     SCALED    
 EW2680* NAVD 88     -       434.63   (+/-2cm)    1425.9    (feet)  VERTCON   
 EW2680  ___________________________________________________________________
 EW2680  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EW2680  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2680
 EW2680.The horizontal coordinates were scaled from a topographic map and have
 EW2680.an estimated accuracy of +/- 6 seconds.
 EW2680
 EW2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2680.The vertical order pertains to the NGVD 29 superseded value.
 EW2680
 EW2680.The geoid height was determined by GEOID03.
 EW2680
 EW2680;                    North         East    Units  Estimated Accuracy
 EW2680;SPC CA 5     -   600,950.    1,957,810.      MT  (+/- 180 meters Scaled)
 EW2680
 EW2680                          SUPERSEDED SURVEY CONTROL
 EW2680
 EW2680  NGVD 29 (??/??/92)  433.807  (m)         1423.25   (f) ADJ UNCH    1 1
 EW2680
 EW2680.Superseded values are not recommended for survey control.
 EW2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2680.See file dsdata.txt to determine how the superseded data were derived.
 EW2680
 EW2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU659084(NAD 83)
 EW2680_MARKER: Z = SEE DESCRIPTION
 EW2680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2680_SP_SET: ABUTMENT
 EW2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2680
 EW2680  HISTORY     - Date     Condition        Report By
 EW2680  HISTORY     - UNK      MONUMENTED       SPRR
 EW2680  HISTORY     - 1955     GOOD             NGS
 EW2680  HISTORY     - 1971     GOOD             NGS
 EW2680
 EW2680                          STATION DESCRIPTION
 EW2680
 EW2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2680'1.1 MI W FROM HUMPHREYS.
 EW2680'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW2680'THE SECTION HOUSE AT HUMPHREYS, NEAR THE U.S. HIGHWAY 6 OVERPASS,
 EW2680'AT CONCRETE BRIDGE 444.22 OVER A WASH, IN THE TOP OF THE SOUTH
 EW2680'END OF THE EAST CONCRETE ABUTMENT, 5.9 FEET SOUTH OF THE SOUTH
 EW2680'RAIL, 0.7 FOOT SOUTH OF THE SOUTH FACE OF THE SOUTH CONCRETE HEAD
 EW2680'WALL, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, IN THE CENTER OF A
 EW2680'2-INCH CHISELED SQUARE, AND MARKED BY THE PAINTED LETTERS AND
 EW2680'NUMBERS B M 24 X.
 EW2680
 EW2680                          STATION RECOVERY (1971)
 EW2680
 EW2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0580 ***********************************************************************
 JT0580  DESIGNATION -  24+42
 JT0580  PID         -  JT0580
 JT0580  STATE/COUNTY-  CA/SOLANO
 JT0580  USGS QUAD   -  FAIRFIELD SOUTH (1980)
 JT0580
 JT0580                         *CURRENT SURVEY CONTROL
 JT0580  ___________________________________________________________________
 JT0580* NAD 83(1986)-  38 14 45.     (N)    122 02 12.     (W)     SCALED    
 JT0580* NAVD 88     -         2.82   (+/-2cm)       9.3    (feet)  VERTCON   
 JT0580  ___________________________________________________________________
 JT0580  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JT0580  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0580
 JT0580.The horizontal coordinates were scaled from a topographic map and have
 JT0580.an estimated accuracy of +/- 6 seconds.
 JT0580
 JT0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0580.The vertical order pertains to the NGVD 29 superseded value.
 JT0580
 JT0580.The geoid height was determined by GEOID03.
 JT0580
 JT0580;                    North         East    Units  Estimated Accuracy
 JT0580;SPC CA 2     -   564,290.    1,996,790.      MT  (+/- 180 meters Scaled)
 JT0580
 JT0580                          SUPERSEDED SURVEY CONTROL
 JT0580
 JT0580  NGVD 29 (??/??/92)    2.03   (m)            6.7    (f) COMPUTED    1 2
 JT0580
 JT0580.Superseded values are not recommended for survey control.
 JT0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0580.See file dsdata.txt to determine how the superseded data were derived.
 JT0580
 JT0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH842335(NAD 83)
 JT0580_MARKER: DD = SURVEY DISK
 JT0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0580_SP_SET: CULVERT
 JT0580_MARK LOGO: CADH  
 JT0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0580
 JT0580  HISTORY     - Date     Condition        Report By
 JT0580  HISTORY     - UNK      MONUMENTED       CADH
 JT0580  HISTORY     - 1958     GOOD             CGS
 JT0580  HISTORY     - 1964     GOOD             CGS
 JT0580
 JT0580                          STATION DESCRIPTION
 JT0580
 JT0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JT0580'0.4 MI SE FROM FAIRFIELD.
 JT0580'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE AT
 JT0580'FAIRFIELD, IN R2W T5N S25, AT TRIPLE 6-BY 6-FOOT CONCRETE BOX
 JT0580'CULVERT 24+42, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 JT0580'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JT0580
 JT0580                          STATION RECOVERY (1964)
 JT0580
 JT0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0750 ***********************************************************************
 HR0750  DESIGNATION -  24.213+55
 HR0750  PID         -  HR0750
 HR0750  STATE/COUNTY-  CA/MARIPOSA
 HR0750  USGS QUAD   -  MARIPOSA GROVE (1992)
 HR0750
 HR0750                         *CURRENT SURVEY CONTROL
 HR0750  ___________________________________________________________________
 HR0750* NAD 83(1986)-  37 31 45.     (N)    119 37 20.     (W)     SCALED    
 HR0750* NAVD 88     -      1408.24   (+/-2cm)    4620.2    (feet)  VERTCON   
 HR0750  ___________________________________________________________________
 HR0750  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HR0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0750
 HR0750.The horizontal coordinates were scaled from a topographic map and have
 HR0750.an estimated accuracy of +/- 6 seconds.
 HR0750
 HR0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0750.The vertical order pertains to the NGVD 29 superseded value.
 HR0750
 HR0750.The geoid height was determined by GEOID03.
 HR0750
 HR0750;                    North         East    Units  Estimated Accuracy
 HR0750;SPC CA 3     -   614,580.    2,077,580.      MT  (+/- 180 meters Scaled)
 HR0750
 HR0750                          SUPERSEDED SURVEY CONTROL
 HR0750
 HR0750  NGVD 29 (??/??/92) 1407.143  (m)         4616.60   (f) ADJ UNCH    2 0
 HR0750
 HR0750.Superseded values are not recommended for survey control.
 HR0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0750.See file dsdata.txt to determine how the superseded data were derived.
 HR0750
 HR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB682568(NAD 83)
 HR0750_MARKER: P = PIPE CAP
 HR0750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0750_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0750_STAMPING: 24 213 55 4694.50
 HR0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0750
 HR0750  HISTORY     - Date     Condition        Report By
 HR0750  HISTORY     - UNK      MONUMENTED       BPR
 HR0750  HISTORY     - 1943     GOOD             NGS
 HR0750  HISTORY     - 20041024 GOOD             GEOCAC
 HR0750
 HR0750                          STATION DESCRIPTION
 HR0750
 HR0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0750'2.3 MI SE FROM WAWONA.
 HR0750'2.3 MILES SOUTHEAST ALONG THE SOUTH GATE RANGER STATION ROAD
 HR0750'FROM THE POST OFFICE AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE
 HR0750'NATIONAL PARK, 90 FEET EAST OF A CULVERT, 60 FEET EAST OF A
 HR0750'SMALL STREAM, AT THE EDGE OF A SMALL DRAW, NEAR A WHITE WOODEN
 HR0750'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A UNITED
 HR0750'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 24 213 55
 HR0750'4694.50 AND FASTENED ON THE TOP OF A 2-INCH GALVANIZED-IRON
 HR0750'PIPE.
 HR0750
 HR0750                          STATION RECOVERY (2004)
 HR0750
 HR0750'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0750'STATION IS NEAR A CONCRETE WITNESS POST ABOUT 2 FEET HIGH.
 HR0750'HANDHELD GPS COORDINATES  37 31 42 (N)  119 37 21 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3652 ***********************************************************************
 HT3652  DESIGNATION -  24.85=269
 HT3652  PID         -  HT3652
 HT3652  STATE/COUNTY-  CA/SANTA CRUZ
 HT3652  USGS QUAD   -  DAVENPORT (1997)
 HT3652
 HT3652                         *CURRENT SURVEY CONTROL
 HT3652  ___________________________________________________________________
 HT3652* NAD 83(1986)-  37 02 25.     (N)    122 13 44.     (W)     SCALED    
 HT3652* NAVD 88     -         8.331  (meters)      27.33   (feet)  ADJUSTED  
 HT3652  ___________________________________________________________________
 HT3652  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 HT3652  DYNAMIC HT  -           8.325 (meters)      27.31  (feet)  COMP
 HT3652  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 HT3652
 HT3652  VERT ORDER  -  FIRST     CLASS II
 HT3652
 HT3652.The horizontal coordinates were scaled from a topographic map and have
 HT3652.an estimated accuracy of +/- 6 seconds.
 HT3652
 HT3652.The orthometric height was determined by differential leveling
 HT3652.and adjusted in February 1993.
 HT3652
 HT3652.The geoid height was determined by GEOID03.
 HT3652
 HT3652.The dynamic height is computed by dividing the NAVD 88
 HT3652.geopotential number by the normal gravity value computed on the
 HT3652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3652.degrees latitude (g = 980.6199 gals.).
 HT3652
 HT3652.The modeled gravity was interpolated from observed gravity values.
 HT3652
 HT3652;                    North         East    Units  Estimated Accuracy
 HT3652;SPC CA 3     -   561,380.    1,846,200.      MT  (+/- 180 meters Scaled)
 HT3652
 HT3652                          SUPERSEDED SURVEY CONTROL
 HT3652
 HT3652  NGVD 29 (10/21/93)    7.523  (m)           24.68   (f) ADJUSTED    1 2
 HT3652
 HT3652.Superseded values are not recommended for survey control.
 HT3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3652.See file dsdata.txt to determine how the superseded data were derived.
 HT3652
 HT3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF685996(NAD 83)
 HT3652_MARKER: DD = SURVEY DISK
 HT3652_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3652_SP_SET: CURB
 HT3652_STAMPING: B.M. 24.85
 HT3652_MARK LOGO: CA-087
 HT3652_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3652+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 HT3652
 HT3652  HISTORY     - Date     Condition        Report By
 HT3652  HISTORY     - UNK      MONUMENTED       CA-087
 HT3652  HISTORY     - 19900516 GOOD             NGS
 HT3652
 HT3652                          STATION DESCRIPTION
 HT3652
 HT3652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3652'4.5 KM (2.8 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3652'OFFICE IN DAVENPORT, SET IN TOP OF AND NEAR THE SOUTHEAST END OF THE
 HT3652'WEST CURB OF THE BRIDGE SPANNING SCOTT CREEK, 5.4 M (17.7 FT)
 HT3652'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE
 HT3652'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0340 ***********************************************************************
 FV0340  DESIGNATION -  240 17
 FV0340  PID         -  FV0340
 FV0340  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0340  USGS QUAD   -  SAN LUIS OBISPO (1994)
 FV0340
 FV0340                         *CURRENT SURVEY CONTROL
 FV0340  ___________________________________________________________________
 FV0340* NAD 83(1986)-  35 17 06.     (N)    120 39 22.     (W)     SCALED    
 FV0340* NAVD 88     -        74.279  (meters)     243.70   (feet)  ADJUSTED  
 FV0340  ___________________________________________________________________
 FV0340  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 FV0340  DYNAMIC HT  -          74.213 (meters)     243.48  (feet)  COMP
 FV0340  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 FV0340
 FV0340  VERT ORDER  -  FIRST     CLASS II
 FV0340
 FV0340.The horizontal coordinates were scaled from a topographic map and have
 FV0340.an estimated accuracy of +/- 6 seconds.
 FV0340
 FV0340.The orthometric height was determined by differential leveling
 FV0340.and adjusted in June 1991.
 FV0340
 FV0340.The geoid height was determined by GEOID03.
 FV0340
 FV0340.The dynamic height is computed by dividing the NAVD 88
 FV0340.geopotential number by the normal gravity value computed on the
 FV0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0340.degrees latitude (g = 980.6199 gals.).
 FV0340
 FV0340.The modeled gravity was interpolated from observed gravity values.
 FV0340
 FV0340;                    North         East    Units  Estimated Accuracy
 FV0340;SPC CA 5     -   701,200.    1,758,410.      MT  (+/- 180 meters Scaled)
 FV0340
 FV0340                          SUPERSEDED SURVEY CONTROL
 FV0340
 FV0340  NGVD 29 (??/??/92)   73.408  (m)          240.84   (f) ADJ UNCH    1 2
 FV0340
 FV0340.Superseded values are not recommended for survey control.
 FV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0340.See file dsdata.txt to determine how the superseded data were derived.
 FV0340
 FV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE131071(NAD 83)
 FV0340_MARKER: DD = SURVEY DISK
 FV0340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FV0340_SP_SET: RETAINING WALL
 FV0340_STAMPING: 240 200 1916 17
 FV0340_MARK LOGO: USGS  
 FV0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0340+STABILITY: SURFACE MOTION
 FV0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0340+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 FV0340
 FV0340  HISTORY     - Date     Condition        Report By
 FV0340  HISTORY     - 1916     MONUMENTED       USGS
 FV0340  HISTORY     - 1957     GOOD             NGS
 FV0340  HISTORY     - 1961     GOOD             NGS
 FV0340  HISTORY     - 1977     GOOD             NGS
 FV0340  HISTORY     - 19890327 GOOD             NGS
 FV0340  HISTORY     - 20060110 GOOD             GEOCAC
 FV0340
 FV0340                          STATION DESCRIPTION
 FV0340
 FV0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0340'AT SAN LUIS OBISPO.
 FV0340'AT SAN LUIS OBISPO, IN R 12 E, T 30 S, NEAR THE NORTHWEST
 FV0340'CORNER OF THE SOUTHEAST QUARTER OF SECTION 26, 0.7 MILE NORTH
 FV0340'ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION,
 FV0340'A STEEL-GIRDER BRIDGE 251.34 OVER MONTEREY STREET, IN THE TOP
 FV0340'OF A GRANITE BLOCK RETAINING WALL UNDER THE BRIDGE, 7.8 FEET
 FV0340'NORHWEST OF THE NORTHWEST CURB OF THE STREET, 5.1 FEET SOUTHWEST
 FV0340'OF THE NORTHEAST END OF THE WALL, ABOUT 20 FEET LOWER THAN THE
 FV0340'TRACK, AND ABOUT 4 FEET ABOVE THE SIDEWALK.  NOTE-- STAMPING
 FV0340'SHOWN ON LITHO LIST 200, DATED FEBRUARY 15, 1943 IS INCOMPLETE.
 FV0340
 FV0340                          STATION RECOVERY (1961)
 FV0340
 FV0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FV0340'RECOVERED IN GOOD CONDITION.
 FV0340
 FV0340                          STATION RECOVERY (1977)
 FV0340
 FV0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0340'AT SAN LUIS OBISPO, 0.7 MILE NORTH ALONG THE SOUTHERN PACIFIC
 FV0340'RAILROAD FROM THE STATION, AT STEEL GIRDER BRIDGE 251.34
 FV0340'OVER MONTERY STREET, IN THE TOP OF A GRANITE BLOCK RETAINING WALL
 FV0340'UNDER THE BRIDGE, 7.8 FT. NORTHWEST OF THE NORTHWEST CURB OF THE
 FV0340'STREET, 5.1 FT. SOUTHWEST OF THE NORTHEAST END OF THE WALL.
 FV0340
 FV0340                          STATION RECOVERY (1989)
 FV0340
 FV0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0340'RECOVERED IN GOOD CONDITION.
 FV0340
 FV0340                          STATION RECOVERY (2006)
 FV0340
 FV0340'RECOVERY NOTE BY GEOCACHING 2006 (MDT)
 FV0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6463 ***********************************************************************
 EW6463  DESIGNATION -  240.835
 EW6463  PID         -  EW6463
 EW6463  STATE/COUNTY-  CA/LOS ANGELES
 EW6463  USGS QUAD   -  TOPANGA (1991)
 EW6463
 EW6463                         *CURRENT SURVEY CONTROL
 EW6463  ___________________________________________________________________
 EW6463* NAD 83(1986)-  34 02 08.     (N)    118 30 22.     (W)     SCALED    
 EW6463* NAVD 88     -        74.19   (+/-2cm)     243.4    (feet)  VERTCON   
 EW6463  ___________________________________________________________________
 EW6463  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EW6463  VERT ORDER  -  THIRD (See Below)
 EW6463
 EW6463.The horizontal coordinates were scaled from a topographic map and have
 EW6463.an estimated accuracy of +/- 6 seconds.
 EW6463
 EW6463.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6463.The vertical order pertains to the NGVD 29 superseded value.
 EW6463
 EW6463.The geoid height was determined by GEOID03.
 EW6463
 EW6463;                    North         East    Units  Estimated Accuracy
 EW6463;SPC CA 5     -   559,530.    1,953,260.      MT  (+/- 180 meters Scaled)
 EW6463
 EW6463                          SUPERSEDED SURVEY CONTROL
 EW6463
 EW6463  NGVD 29 (??/??/??)   73.42   (m)          240.9    (f) RESET       3  
 EW6463
 EW6463.Superseded values are not recommended for survey control.
 EW6463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6463.See file dsdata.txt to determine how the superseded data were derived.
 EW6463
 EW6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT609671(NAD 83)
 EW6463_MARKER: S = SPIKE
 EW6463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6463_SP_SET: CURB
 EW6463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6463
 EW6463  HISTORY     - Date     Condition        Report By
 EW6463  HISTORY     - UNK      MONUMENTED       CA1980
 EW6463  HISTORY     - 1945     GOOD             NGS
 EW6463  HISTORY     - 19890601 MARK NOT FOUND   NGS
 EW6463
 EW6463                          STATION DESCRIPTION
 EW6463
 EW6463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW6463'AT SANTA MONICA.
 EW6463'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND TENTH STREET.
 EW6463'LOCATED IN THE CENTER OF THE CURB RETURN ON THE EAST CORNER OF
 EW6463'THE INTERSECTION, 1.1 FEET EAST OF THE EAST CURBLINE OF SAN
 EW6463'VICENTE BOULEVARD, AND 1.4 FEET NORTH OF THE NORTH CURBLINE OF
 EW6463'TENTH STREET.  A CUT SPIKE SET IN THE CONCRETE CURB.
 EW6463
 EW6463                          STATION RECOVERY (1989)
 EW6463
 EW6463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0488 ***********************************************************************
 DX0488  DESIGNATION -  2404
 DX0488  PID         -  DX0488
 DX0488  STATE/COUNTY-  CA/SAN DIEGO
 DX0488  USGS QUAD   -  PALOMAR OBSERVATORY (1988)
 DX0488
 DX0488                         *CURRENT SURVEY CONTROL
 DX0488  ___________________________________________________________________
 DX0488* NAD 83(1986)-  33 15 59.     (N)    116 49 18.     (W)     SCALED    
 DX0488* NAVD 88     -       733.94   (+/-2cm)    2407.9    (feet)  VERTCON   
 DX0488  ___________________________________________________________________
 DX0488  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DX0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0488
 DX0488.The horizontal coordinates were scaled from a topographic map and have
 DX0488.an estimated accuracy of +/- 6 seconds.
 DX0488
 DX0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0488.The vertical order pertains to the NGVD 29 superseded value.
 DX0488
 DX0488.The geoid height was determined by GEOID03.
 DX0488
 DX0488;                    North         East    Units  Estimated Accuracy
 DX0488;SPC CA 6     -   622,110.    1,946,740.      MT  (+/- 180 meters Scaled)
 DX0488
 DX0488                          SUPERSEDED SURVEY CONTROL
 DX0488
 DX0488  NGVD 29 (??/??/??)  733.175  (m)         2405.43   (f) ADJUSTED    2 0
 DX0488
 DX0488.Superseded values are not recommended for survey control.
 DX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0488.See file dsdata.txt to determine how the superseded data were derived.
 DX0488
 DX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS166808(NAD 83)
 DX0488_MARKER: DD = SURVEY DISK
 DX0488_SETTING: 66 = SET IN ROCK OUTCROP
 DX0488_SP_SET: ROCK OUTCROP
 DX0488_STAMPING: 2404 T
 DX0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0488+STABILITY: POSITION/ELEVATION WELL
 DX0488
 DX0488  HISTORY     - Date     Condition        Report By
 DX0488  HISTORY     - UNK      MONUMENTED       USGS
 DX0488  HISTORY     - 1935     GOOD             NGS
 DX0488
 DX0488                          STATION DESCRIPTION
 DX0488
 DX0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX0488'8.8 MI NW FROM MORETTIS.
 DX0488'8.6 MILES NORTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 195
 DX0488'FROM THE JUNCTION OF STATE HIGHWAY 79 AT MORETTIS, SAN DIEGO
 DX0488'COUNTY, THENCE 0.2 MILE SOUTHWEST ALONG LUSARDI TRUCK TRAIL,
 DX0488'90 FEET SOUTHWEST OF THE CROSSING OF SAN LUIS REY RIVER, AT THE
 DX0488'JUNCTION OF A DIRT ROAD LEADING WEST, 14 FEET EAST OF THE
 DX0488'CENTERLINE OF THE TRUCK TRAIL, 3 FEET SOUTHWEST OF A LIVE OAK
 DX0488'TREE, AND IN THE FACE OF A LARGE GRANITE OUTCROP.  A UNITED
 DX0488'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2404 T AND SET
 DX0488'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0944 ***********************************************************************
 EW0944  DESIGNATION -  2407 USGS
 EW0944  PID         -  EW0944
 EW0944  STATE/COUNTY-  CA/KERN
 EW0944  USGS QUAD   -  SOLEDAD MTN (1973)
 EW0944
 EW0944                         *CURRENT SURVEY CONTROL
 EW0944  ___________________________________________________________________
 EW0944* NAD 83(1986)-  34 52 46.     (N)    118 09 54.     (W)     SCALED    
 EW0944* NAVD 88     -       735.069  (meters)    2411.64   (feet)  ADJUSTED  
 EW0944  ___________________________________________________________________
 EW0944  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW0944  DYNAMIC HT  -         734.237 (meters)    2408.91  (feet)  COMP
 EW0944  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 EW0944
 EW0944  VERT ORDER  -  FIRST     CLASS II
 EW0944
 EW0944.The horizontal coordinates were scaled from a topographic map and have
 EW0944.an estimated accuracy of +/- 6 seconds.
 EW0944
 EW0944.The orthometric height was determined by differential leveling
 EW0944.and adjusted in June 1991.
 EW0944
 EW0944.The geoid height was determined by GEOID03.
 EW0944
 EW0944.The dynamic height is computed by dividing the NAVD 88
 EW0944.geopotential number by the normal gravity value computed on the
 EW0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0944.degrees latitude (g = 980.6199 gals.).
 EW0944
 EW0944.The modeled gravity was interpolated from observed gravity values.
 EW0944
 EW0944;                    North         East    Units  Estimated Accuracy
 EW0944;SPC CA 5     -   653,030.    1,984,920.      MT  (+/- 180 meters Scaled)
 EW0944
 EW0944                          SUPERSEDED SURVEY CONTROL
 EW0944
 EW0944  NGVD 29 (??/??/92)  734.230  (m)         2408.89   (f) ADJ UNCH    1 2
 EW0944
 EW0944.Superseded values are not recommended for survey control.
 EW0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0944.See file dsdata.txt to determine how the superseded data were derived.
 EW0944
 EW0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU935602(NAD 83)
 EW0944_MARKER: P = PIPE CAP
 EW0944_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0944_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0944_STAMPING: 2407 B 1902 30
 EW0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0944
 EW0944  HISTORY     - Date     Condition        Report By
 EW0944  HISTORY     - 1902     MONUMENTED       USGS
 EW0944  HISTORY     - 1961     POOR             NGS
 EW0944  HISTORY     - 1971     GOOD             NGS
 EW0944  HISTORY     - 1977     GOOD             NGS
 EW0944
 EW0944                          STATION DESCRIPTION
 EW0944
 EW0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0944'1.1 MI N FROM ROSAMOND.
 EW0944'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0944'FROM THE CROSSING OF ROSAMOND BOULEVARD AT ROSAMOND, 86 1/2
 EW0944'FEET NORTH OF THE 4TH POLE NORTH OF MILEPOLE 393, 45.7 FEET
 EW0944'WEST OF THE WEST RAIL, 85 1/2 FEET EAST OF THE CENTER LINE OF
 EW0944'U.S. HIGHWAY 6, 80.6 FEET SOUTHEAST OF THE SOUTH END OF THE EAST
 EW0944'CONCRETE HEAD WALL OF 24-INCH CORRUGATED METAL PIPE CULVERT
 EW0944'A 215+99 UNDER HIGHWAY, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 EW0944'3 FEET LOWER THAN THE TRACK, ABOUT 2 FEET HIGHER THAN THE
 EW0944'HIGHWAY, AND RIVETED ON TOP OF A 3-INCH IRON PIPE PROJECTING
 EW0944'0.8 FOOT ABOVE THE GROUND.  NOTE-- THE MARK HAS BEEN HIT WITH
 EW0944'A ROCK AND DAMAGED.
 EW0944
 EW0944                          STATION RECOVERY (1971)
 EW0944
 EW0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0944'RECOVERED IN GOOD CONDITION.
 EW0944
 EW0944                          STATION RECOVERY (1977)
 EW0944
 EW0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0392 ***********************************************************************
 DY0392  DESIGNATION -  241 C OF LB
 DY0392  PID         -  DY0392
 DY0392  STATE/COUNTY-  CA/LOS ANGELES
 DY0392  USGS QUAD   -  LONG BEACH (1981)
 DY0392
 DY0392                         *CURRENT SURVEY CONTROL
 DY0392  ___________________________________________________________________
 DY0392* NAD 83(1986)-  33 46 23.     (N)    118 10 35.     (W)     SCALED    
 DY0392* NAVD 88     -        12.91   (+/-2cm)      42.4    (feet)  VERTCON   
 DY0392  ___________________________________________________________________
 DY0392  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0392
 DY0392.The horizontal coordinates were scaled from a topographic map and have
 DY0392.an estimated accuracy of +/- 6 seconds.
 DY0392
 DY0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0392.The vertical order pertains to the NGVD 29 superseded value.
 DY0392
 DY0392.The geoid height was determined by GEOID03.
 DY0392
 DY0392;                    North         East    Units  Estimated Accuracy
 DY0392;SPC CA 5     -   530,300.    1,983,660.      MT  (+/- 180 meters Scaled)
 DY0392
 DY0392                          SUPERSEDED SURVEY CONTROL
 DY0392
 DY0392  NGVD 29 (??/??/92)   12.110  (m)           39.73   (f) ADJ UNCH    1 2
 DY0392
 DY0392.Superseded values are not recommended for survey control.
 DY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0392.See file dsdata.txt to determine how the superseded data were derived.
 DY0392
 DY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT910376(NAD 83)
 DY0392_MARKER: DD = SURVEY DISK
 DY0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0392_STAMPING: LBBM NO 241
 DY0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0392+STABILITY: SURFACE MOTION
 DY0392
 DY0392  HISTORY     - Date     Condition        Report By
 DY0392  HISTORY     - UNK      MONUMENTED       CA1970
 DY0392  HISTORY     - 1954     GOOD             NGS
 DY0392
 DY0392                          STATION DESCRIPTION
 DY0392
 DY0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0392'AT LONG BEACH.
 DY0392'AT LONG BEACH, 0.5 MILE NORTH ALONG ORANGE AVENUE FROM THE
 DY0392'INTERSECTION OF OCEAN BOULEVARD, AT THE INTERSECTION OF FIFTH
 DY0392'STREET, 15.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BENJAMIN
 DY0392'FRANKLIN JUNIOR HIGH SCHOOL, 13.1 FEET WEST OF THE WEST CURB OF
 DY0392'THE AVENUE, 3.2 FEET NORTH OF THE NORTH CURB OF THE STREET, 0.8
 DY0392'FOOT SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 0.6 FOOT
 DY0392'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO
 DY0392'WHICH IS HAD THROUGH A 5-INCH PIPE WITH A 6-INCH CAST IRON COVER
 DY0392'NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0312 ***********************************************************************
 FV0312  DESIGNATION -  241 G SPRR
 FV0312  PID         -  FV0312
 FV0312  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0312  USGS QUAD   -  LOPEZ MTN (1993)
 FV0312
 FV0312                         *CURRENT SURVEY CONTROL
 FV0312  ___________________________________________________________________
 FV0312* NAD 83(1986)-  35 19 16.     (N)    120 37 32.     (W)     SCALED    
 FV0312* NAVD 88     -       348.20   (+/-2cm)    1142.4    (feet)  VERTCON   
 FV0312  ___________________________________________________________________
 FV0312  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 FV0312  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0312
 FV0312.The horizontal coordinates were scaled from a topographic map and have
 FV0312.an estimated accuracy of +/- 6 seconds.
 FV0312
 FV0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0312.The vertical order pertains to the NGVD 29 superseded value.
 FV0312
 FV0312.The geoid height was determined by GEOID03.
 FV0312
 FV0312;                    North         East    Units  Estimated Accuracy
 FV0312;SPC CA 5     -   705,130.    1,761,290.      MT  (+/- 180 meters Scaled)
 FV0312
 FV0312                          SUPERSEDED SURVEY CONTROL
 FV0312
 FV0312  NGVD 29 (??/??/92)  347.313  (m)         1139.48   (f) ADJ UNCH    1 2
 FV0312
 FV0312.Superseded values are not recommended for survey control.
 FV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0312.See file dsdata.txt to determine how the superseded data were derived.
 FV0312
 FV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE158112(NAD 83)
 FV0312_MARKER: Q = CHISELED SQUARE
 FV0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0312_SP_SET: HEADWALL
 FV0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0312
 FV0312  HISTORY     - Date     Condition        Report By
 FV0312  HISTORY     - UNK      MONUMENTED       SPRR
 FV0312  HISTORY     - 1957     GOOD             NGS
 FV0312  HISTORY     - 1970     MARK NOT FOUND   SPRR
 FV0312
 FV0312                          STATION DESCRIPTION
 FV0312
 FV0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0312'6.2 MI S FROM SANTA MARGARITA.
 FV0312'6.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0312'THE STATION AT SANTA MARGARITA, AT MILEAGE 241.7, AT THE NORTH
 FV0312'END OF TUNNEL 10, AT AN 18-INCH CONCRETE PIPE CULVERT, IN THE
 FV0312'TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL, 4.5 FEET WEST
 FV0312'OF THE WEST RAIL, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND IN
 FV0312'THE 9 OF THE NUMBERS 1907.
 FV0312
 FV0312                          STATION RECOVERY (1970)
 FV0312
 FV0312'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1970
 FV0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1184 ***********************************************************************
 HS1184  DESIGNATION -  241.213 USGS
 HS1184  PID         -  HS1184
 HS1184  STATE/COUNTY-  CA/MADERA
 HS1184  USGS QUAD   -  BERENDA (1987)
 HS1184
 HS1184                         *CURRENT SURVEY CONTROL
 HS1184  ___________________________________________________________________
 HS1184* NAD 83(1986)-  37 07 06.     (N)    120 14 55.     (W)     SCALED    
 HS1184* NAVD 88     -        74.05   (+/-2cm)     242.9    (feet)  VERTCON   
 HS1184  ___________________________________________________________________
 HS1184  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 HS1184  VERT ORDER  -  THIRD (See Below)
 HS1184
 HS1184.The horizontal coordinates were scaled from a topographic map and have
 HS1184.an estimated accuracy of +/- 6 seconds.
 HS1184
 HS1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1184.The vertical order pertains to the NGVD 29 superseded value.
 HS1184
 HS1184.The geoid height was determined by GEOID03.
 HS1184
 HS1184;                    North         East    Units  Estimated Accuracy
 HS1184;SPC CA 3     -   568,650.    2,022,340.      MT  (+/- 180 meters Scaled)
 HS1184
 HS1184                          SUPERSEDED SURVEY CONTROL
 HS1184
 HS1184  NGVD 29 (??/??/??)   73.39   (m)          240.8    (f) RESET       3  
 HS1184
 HS1184.Superseded values are not recommended for survey control.
 HS1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1184.See file dsdata.txt to determine how the superseded data were derived.
 HS1184
 HS1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG444115(NAD 83)
 HS1184_MARKER: P = PIPE CAP
 HS1184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1184_STAMPING: 241.213 B 1901
 HS1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1184
 HS1184  HISTORY     - Date     Condition        Report By
 HS1184  HISTORY     - 1901     MONUMENTED       USGS
 HS1184  HISTORY     - 1958     GOOD             NGS
 HS1184
 HS1184                          STATION DESCRIPTION
 HS1184
 HS1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1184'0.5 MI SE FROM CHOWCHILLA.
 HS1184'0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1184'FROM THE STATION AT CHOWCHILLA, IN R16E T9S S29, 45.9 FEET NORTHEAST
 HS1184'OF THE NORTHEAST RAIL, 95.3 FEET SOUTH OF A RAILROAD S SIGN,
 HS1184'35 1/2 FEET SOUTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 99,
 HS1184'2.3 FEET SOUTHWEST OF A 2-BY 6-INCH WHITE WOODEN GUARD POST,
 HS1184'1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 HS1184'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HS1184'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0006 ***********************************************************************
 FU0006  DESIGNATION -  2410 USGS
 FU0006  PID         -  FU0006
 FU0006  STATE/COUNTY-  CA/KERN
 FU0006  USGS QUAD   -  KEENE (1992)
 FU0006
 FU0006                         *CURRENT SURVEY CONTROL
 FU0006  ___________________________________________________________________
 FU0006* NAD 83(1986)-  35 14 21.     (N)    118 34 37.     (W)     SCALED    
 FU0006* NAVD 88     -       736.27   (+/-2cm)    2415.6    (feet)  VERTCON   
 FU0006  ___________________________________________________________________
 FU0006  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FU0006  VERT ORDER  -  THIRD (See Below)
 FU0006
 FU0006.The horizontal coordinates were scaled from a topographic map and have
 FU0006.an estimated accuracy of +/- 6 seconds.
 FU0006
 FU0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0006.The vertical order pertains to the NGVD 29 superseded value.
 FU0006
 FU0006.The geoid height was determined by GEOID03.
 FU0006
 FU0006;                    North         East    Units  Estimated Accuracy
 FU0006;SPC CA 5     -   693,070.    1,947,490.      MT  (+/- 180 meters Scaled)
 FU0006
 FU0006                          SUPERSEDED SURVEY CONTROL
 FU0006
 FU0006  NGVD 29 (??/??/??)  735.42   (m)         2412.8    (f) RESET       3  
 FU0006
 FU0006.Superseded values are not recommended for survey control.
 FU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0006.See file dsdata.txt to determine how the superseded data were derived.
 FU0006
 FU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV565007(NAD 83)
 FU0006_MARKER: DB = BENCH MARK DISK
 FU0006_SETTING: 80 = SET IN A BOULDER
 FU0006_SP_SET: BOULDER
 FU0006_STAMPING: 2410 1914 12
 FU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0006+STABILITY: SURFACE MOTION
 FU0006
 FU0006  HISTORY     - Date     Condition        Report By
 FU0006  HISTORY     - 1914     MONUMENTED       USGS
 FU0006  HISTORY     - 1953     GOOD             NGS
 FU0006  HISTORY     - 1973     GOOD             NGS
 FU0006
 FU0006                          STATION DESCRIPTION
 FU0006
 FU0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0006'AT ROWEN.
 FU0006'AT ROWEN, 244 FEET SOUTHWEST OF THE SIDING SIGN, IN THE TOP
 FU0006'OF THE APPROXIMATE CENTER OF A 6- BY 9-FOOT GREY BOULDER
 FU0006'PROJECTING 3 FEET ABOVE THE GROUND, 277.8 FEET SOUTHWEST OF
 FU0006'THE SOUTH CORNER OF RAILROAD BRIDGE 345.92, 261.0 FEET SOUTHWEST
 FU0006'OF THE SOUTHWEST RAIL, 147 FEET SOUTHWEST OF THE CENTER LINE OF
 FU0006'A DIRT ROAD PARALLEL WITH THE TRACK, 133 1/2 FEET NORTHEAST
 FU0006'OF THE CENTER LINE OF A DIRT ROAD PARALLEL WITH THE TRACK,
 FU0006'28 1/2 FEET WEST OF THE CENTER LINE OF A TRACK ROAD CONNECTING
 FU0006'THE TWO ROADS, 18 FEET NORTHWEST OF THE APPROXIMATE CENTER
 FU0006'OF A SMALL WASH, AND ABOUT 6 FEET HIGHER THAN THE TRACKS.
 FU0006
 FU0006                          STATION RECOVERY (1973)
 FU0006
 FU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1046 ***********************************************************************
 FT1046  DESIGNATION -  2417+39.84
 FT1046  PID         -  FT1046
 FT1046  STATE/COUNTY-  CA/KERN
 FT1046  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1046
 FT1046                         *CURRENT SURVEY CONTROL
 FT1046  ___________________________________________________________________
 FT1046* NAD 83(1986)-  35 34 44.     (N)    117 56 39.     (W)     SCALED    
 FT1046* NAVD 88     -      1040.774  (meters)    3414.61   (feet)  ADJUSTED  
 FT1046  ___________________________________________________________________
 FT1046  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FT1046  DYNAMIC HT  -        1039.568 (meters)    3410.65  (feet)  COMP
 FT1046  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 FT1046
 FT1046  VERT ORDER  -  FIRST     CLASS I
 FT1046
 FT1046.The horizontal coordinates were scaled from a topographic map and have
 FT1046.an estimated accuracy of +/- 6 seconds.
 FT1046
 FT1046.The orthometric height was determined by differential leveling
 FT1046.and adjusted in June 1991.
 FT1046
 FT1046.The geoid height was determined by GEOID03.
 FT1046
 FT1046.The dynamic height is computed by dividing the NAVD 88
 FT1046.geopotential number by the normal gravity value computed on the
 FT1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1046.degrees latitude (g = 980.6199 gals.).
 FT1046
 FT1046.The modeled gravity was interpolated from observed gravity values.
 FT1046
 FT1046;                    North         East    Units  Estimated Accuracy
 FT1046;SPC CA 5     -   730,610.    2,005,060.      MT  (+/- 180 meters Scaled)
 FT1046
 FT1046                          SUPERSEDED SURVEY CONTROL
 FT1046
 FT1046  NGVD 29 (??/??/92) 1039.858  (m)         3411.60   (f) ADJ UNCH    1 1
 FT1046
 FT1046.Superseded values are not recommended for survey control.
 FT1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1046.See file dsdata.txt to determine how the superseded data were derived.
 FT1046
 FT1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV144376(NAD 83)
 FT1046_MARKER: DD = SURVEY DISK
 FT1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1046_SP_SET: CONCRETE POST
 FT1046_STAMPING: 2417+39.84 LS3393 LAWD BC 1970 2ND LAA
 FT1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1046+STABILITY: SURFACE MOTION
 FT1046
 FT1046  HISTORY     - Date     Condition        Report By
 FT1046  HISTORY     - 1970     MONUMENTED       LAWPC
 FT1046  HISTORY     - 1977     GOOD             NGS
 FT1046
 FT1046                          STATION DESCRIPTION
 FT1046
 FT1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1046'3.4 MI SE FROM FREEMAN JUNCTION.
 FT1046'0.7 MILES WEST ALONG HIGHWAY 178 FROM THE JUNCTION OF HIGHWAY 14
 FT1046'AT FREEMAN JUNCTION, THENCE 2.7 MILES SOUTHWEST ALONG THE AQUEDUCT
 FT1046'ROAD, 0.6 MILES SOUTHWEST OF CONCRETE BOX MARKED MILE 45, 11.0 FT.
 FT1046'WEST OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0799 ***********************************************************************
 FU0799  DESIGNATION -  242+00 CAHD
 FU0799  PID         -  FU0799
 FU0799  STATE/COUNTY-  CA/TULARE
 FU0799  USGS QUAD   -  DELANO WEST (1969)
 FU0799
 FU0799                         *CURRENT SURVEY CONTROL
 FU0799  ___________________________________________________________________
 FU0799* NAD 83(1986)-  35 51 16.     (N)    119 16 03.     (W)     SCALED    
 FU0799* NAVD 88     -        88.95   (+/-2cm)     291.8    (feet)  VERTCON   
 FU0799  ___________________________________________________________________
 FU0799  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 FU0799  VERT ORDER  -  THIRD (See Below)
 FU0799
 FU0799.The horizontal coordinates were scaled from a topographic map and have
 FU0799.an estimated accuracy of +/- 6 seconds.
 FU0799
 FU0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0799.The vertical order pertains to the NGVD 29 superseded value.
 FU0799
 FU0799.The geoid height was determined by GEOID03.
 FU0799
 FU0799;                    North         East    Units  Estimated Accuracy
 FU0799;SPC CA 4     -   557,860.    1,975,840.      MT  (+/- 180 meters Scaled)
 FU0799
 FU0799                          SUPERSEDED SURVEY CONTROL
 FU0799
 FU0799  NGVD 29 (??/??/??)   88.14   (m)          289.2    (f) RESET       3  
 FU0799
 FU0799.Superseded values are not recommended for survey control.
 FU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0799.See file dsdata.txt to determine how the superseded data were derived.
 FU0799
 FU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV952701(NAD 83)
 FU0799_MARKER: DD = SURVEY DISK
 FU0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0799+STABILITY: SURFACE MOTION
 FU0799
 FU0799  HISTORY     - Date     Condition        Report By
 FU0799  HISTORY     - UNK      MONUMENTED       CADH
 FU0799  HISTORY     - 1957     GOOD             NGS
 FU0799  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0799
 FU0799                          STATION DESCRIPTION
 FU0799
 FU0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0799'2 MI S FROM EARLIMART.
 FU0799'2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0799'THE STATION AT EARLIMART, IN R25E T24S S10, BETWEEN THE EAST AND
 FU0799'WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 330.6 FEET NORTH OF THE
 FU0799'NORTH END OF CONCRETE HIGHWAY BRIDGE 46-07 OVER A CANAL, 52 1/2
 FU0799'FEET EAST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY,
 FU0799'35 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 FU0799'1.0 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET LOWER
 FU0799'THAN THE EAST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A
 FU0799'CONCRETE POST 0.1 FOOT UNDERGROUND.
 FU0799
 FU0799                          STATION RECOVERY (1969)
 FU0799
 FU0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2315 ***********************************************************************
 EV2315  DESIGNATION -  2420
 EV2315  PID         -  EV2315
 EV2315  STATE/COUNTY-  CA/KERN
 EV2315  USGS QUAD   -  EDWARDS (1992)
 EV2315
 EV2315                         *CURRENT SURVEY CONTROL
 EV2315  ___________________________________________________________________
 EV2315* NAD 83(1986)-  34 58 07.     (N)    117 59 45.     (W)     SCALED    
 EV2315* NAVD 88     -       738.547  (meters)    2423.05   (feet)  ADJUSTED  
 EV2315  ___________________________________________________________________
 EV2315  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2315  DYNAMIC HT  -         737.717 (meters)    2420.33  (feet)  COMP
 EV2315  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 EV2315  OBS GRAVITY -     979,486.9   (mgal)                       GRAV_OBS
 EV2315
 EV2315  VERT ORDER  -  FIRST     CLASS I
 EV2315
 EV2315.The horizontal coordinates were scaled from a topographic map and have
 EV2315.an estimated accuracy of +/- 6 seconds.
 EV2315
 EV2315.The orthometric height was determined by differential leveling
 EV2315.and adjusted in June 1991.
 EV2315.WARNING-Repeat measurements at this control monument indicate possible
 EV2315.vertical movement.
 EV2315
 EV2315.The geoid height was determined by GEOID03.
 EV2315
 EV2315.The dynamic height is computed by dividing the NAVD 88
 EV2315.geopotential number by the normal gravity value computed on the
 EV2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2315.degrees latitude (g = 980.6199 gals.).
 EV2315
 EV2315.The modeled gravity was interpolated from observed gravity values.
 EV2315.The observed gravity was obtained from relative gravimeter ties
 EV2315.to the IGSN71 gravity network.
 EV2315
 EV2315;                    North         East    Units  Estimated Accuracy
 EV2315;SPC CA 5     -   662,910.    2,000,380.      MT  (+/- 180 meters Scaled)
 EV2315
 EV2315                          SUPERSEDED SURVEY CONTROL
 EV2315
 EV2315  NGVD 29 (??/??/92)  737.729  (m)         2420.37   (f) ADJ UNCH    1 1
 EV2315
 EV2315.Superseded values are not recommended for survey control.
 EV2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2315.See file dsdata.txt to determine how the superseded data were derived.
 EV2315
 EV2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU090700(NAD 83)
 EV2315_MARKER: P = PIPE CAP
 EV2315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2315_STAMPING: 2420 B 4 1906
 EV2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2315
 EV2315  HISTORY     - Date     Condition        Report By
 EV2315  HISTORY     - 1906     MONUMENTED       USGS
 EV2315  HISTORY     - 1916     GOOD             NGS
 EV2315  HISTORY     - 1973     GOOD             NGS
 EV2315  HISTORY     - 1977     GOOD             NGS
 EV2315
 EV2315                          STATION DESCRIPTION
 EV2315
 EV2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 EV2315'12.4 MI SE FROM MOJAVE.
 EV2315'5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV2315'RAILWAY FROM THE STATION AT MOJAVE, THENCE 7.4 MILES SOUTHEAST
 EV2315'ALONG AN ABANDONED RAILROAD BED, 42 FEET SOUTH OF THE CENTER
 EV2315'LINE OF THE RAILROAD BED, 158 FEET SOUTH AND ACROSS THE
 EV2315'RAILROAD BED FROM POWER POLE 1145048E WITH A GUY WIRE, 67
 EV2315'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN CULVERT, 1.2
 EV2315'FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 EV2315'RAILROAD BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 EV2315'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2315
 EV2315                          STATION RECOVERY (1973)
 EV2315
 EV2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2315'RECOVERED IN GOOD CONDITION.
 EV2315
 EV2315                          STATION RECOVERY (1977)
 EV2315
 EV2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0515 ***********************************************************************
 FU0515  DESIGNATION -  2421 USGS
 FU0515  PID         -  FU0515
 FU0515  STATE/COUNTY-  CA/KERN
 FU0515  USGS QUAD   -  MIRACLE HOT SPRINGS (1994)
 FU0515
 FU0515                         *CURRENT SURVEY CONTROL
 FU0515  ___________________________________________________________________
 FU0515* NAD 83(1986)-  35 34 20.     (N)    118 33 43.     (W)     SCALED    
 FU0515* NAVD 88     -       738.60   (+/-2cm)    2423.2    (feet)  VERTCON   
 FU0515  ___________________________________________________________________
 FU0515  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FU0515  VERT ORDER  -  THIRD (See Below)
 FU0515
 FU0515.The horizontal coordinates were scaled from a topographic map and have
 FU0515.an estimated accuracy of +/- 6 seconds.
 FU0515
 FU0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0515.The vertical order pertains to the NGVD 29 superseded value.
 FU0515
 FU0515.The geoid height was determined by GEOID03.
 FU0515
 FU0515;                    North         East    Units  Estimated Accuracy
 FU0515;SPC CA 5     -   730,020.    1,949,060.      MT  (+/- 180 meters Scaled)
 FU0515
 FU0515                          SUPERSEDED SURVEY CONTROL
 FU0515
 FU0515  NGVD 29 (??/??/??)  737.62   (m)         2420.0    (f) RESET       3  
 FU0515
 FU0515.Superseded values are not recommended for survey control.
 FU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0515.See file dsdata.txt to determine how the superseded data were derived.
 FU0515
 FU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV584376(NAD 83)
 FU0515_MARKER: DD = SURVEY DISK
 FU0515_SETTING: 80 = SET IN A BOULDER
 FU0515_SP_SET: BOULDER
 FU0515_STAMPING: H 19 2421 1934
 FU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0515+STABILITY: SURFACE MOTION
 FU0515
 FU0515  HISTORY     - Date     Condition        Report By
 FU0515  HISTORY     - 1934     MONUMENTED       USGS
 FU0515  HISTORY     - 1972     GOOD             USGS
 FU0515
 FU0515                          STATION DESCRIPTION
 FU0515
 FU0515'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0515'2.3 MI W FROM MIRACLE HOT SPRINGS.
 FU0515'2.3 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0515'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, IN A SMALL RAVINE
 FU0515'ALONG THE NORTH SLOPE OF A HILL, 36 FEET EAST OF THE CENTERLINE
 FU0515'OF THE HIGHWAY, IN THE TOP OF A 5- BY 5-FOOT GRANITE BOULDER,
 FU0515'AND ABOUT 36 FEET ABOVE THE HIGHWAY GRADE.  A UNITED STATES
 FU0515'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 19 2421 1934.
 FU0515
 FU0515                          STATION RECOVERY (1972)
 FU0515
 FU0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0244 ***********************************************************************
 EV0244  DESIGNATION -  2423
 EV0244  PID         -  EV0244
 EV0244  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0244  USGS QUAD   -  KRAMER HILLS (1973)
 EV0244
 EV0244                         *CURRENT SURVEY CONTROL
 EV0244  ___________________________________________________________________
 EV0244* NAD 83(1986)-  34 58 31.     (N)    117 27 52.     (W)     SCALED    
 EV0244* NAVD 88     -       739.210  (meters)    2425.22   (feet)  ADJUSTED  
 EV0244  ___________________________________________________________________
 EV0244  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EV0244  DYNAMIC HT  -         738.379 (meters)    2422.50  (feet)  COMP
 EV0244  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 EV0244  OBS GRAVITY -     979,486.1   (mgal)                       GRAV_OBS
 EV0244
 EV0244  VERT ORDER  -  FIRST     CLASS I
 EV0244
 EV0244.The horizontal coordinates were scaled from a topographic map and have
 EV0244.an estimated accuracy of +/- 6 seconds.
 EV0244
 EV0244.The orthometric height was determined by differential leveling
 EV0244.and adjusted in June 1991.
 EV0244.WARNING-Repeat measurements at this control monument indicate possible
 EV0244.vertical movement.
 EV0244
 EV0244.The geoid height was determined by GEOID03.
 EV0244
 EV0244.The dynamic height is computed by dividing the NAVD 88
 EV0244.geopotential number by the normal gravity value computed on the
 EV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0244.degrees latitude (g = 980.6199 gals.).
 EV0244
 EV0244.The modeled gravity was interpolated from observed gravity values.
 EV0244.The observed gravity was obtained from relative gravimeter ties
 EV0244.to the IGSN71 gravity network.
 EV0244
 EV0244;                    North         East    Units  Estimated Accuracy
 EV0244;SPC CA 5     -   663,780.    2,048,900.      MT  (+/- 180 meters Scaled)
 EV0244
 EV0244                          SUPERSEDED SURVEY CONTROL
 EV0244
 EV0244  NGVD 29 (??/??/92)  738.427  (m)         2422.66   (f) ADJ UNCH    1 1
 EV0244
 EV0244.Superseded values are not recommended for survey control.
 EV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0244.See file dsdata.txt to determine how the superseded data were derived.
 EV0244
 EV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU576704(NAD 83)
 EV0244_MARKER: P = PIPE CAP
 EV0244_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0244_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0244_STAMPING: 2423 15 B 1906
 EV0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0244
 EV0244  HISTORY     - Date     Condition        Report By
 EV0244  HISTORY     - 1906     MONUMENTED       USGS
 EV0244  HISTORY     - 1961     GOOD             NGS
 EV0244  HISTORY     - 1974     GOOD             NGS
 EV0244  HISTORY     - 1977     GOOD             NGS
 EV0244
 EV0244                          STATION DESCRIPTION
 EV0244
 EV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV0244'11 MI E FROM BORON.
 EV0244'11.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0244'FROM THE STATION AT BORON, AT JIMGRAY SIDING, 164 FEET WEST OF
 EV0244'MILEPOST 773 WHICH IS ON THE SOUTH-SOUTHWEST SIDE OF THE TRACK,
 EV0244'0.15 MILE EAST-SOUTHEAST OF A WOODEN BRIDGE, 26.9 FEET
 EV0244'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 6 FEET WEST-NORTHWEST
 EV0244'OF TELEPHONE POLE 183/3, 1.2 FEET SOUTH-SOUTHWEST OF A WITNESS
 EV0244'POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A
 EV0244'3 1/2-INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND.
 EV0244
 EV0244                          STATION RECOVERY (1974)
 EV0244
 EV0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EV0244'RECOVERED IN GOOD CONDITION.
 EV0244
 EV0244                          STATION RECOVERY (1977)
 EV0244
 EV0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0533 ***********************************************************************
 MX0533  DESIGNATION -  2425
 MX0533  PID         -  MX0533
 MX0533  STATE/COUNTY-  CA/SISKIYOU
 MX0533  USGS QUAD   -  TANNERS PEAK (1977)
 MX0533
 MX0533                         *CURRENT SURVEY CONTROL
 MX0533  ___________________________________________________________________
 MX0533* NAD 83(1986)-  41 17 59.     (N)    123 04 41.     (W)     SCALED    
 MX0533* NAVD 88     -       738.676  (meters)    2423.47   (feet)  ADJUSTED  
 MX0533  ___________________________________________________________________
 MX0533  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 MX0533  DYNAMIC HT  -         738.252 (meters)    2422.08  (feet)  COMP
 MX0533  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 MX0533
 MX0533  VERT ORDER  -  SECOND    CLASS 0
 MX0533
 MX0533.The horizontal coordinates were scaled from a topographic map and have
 MX0533.an estimated accuracy of +/- 6 seconds.
 MX0533
 MX0533.The orthometric height was determined by differential leveling
 MX0533.and adjusted in June 1991.
 MX0533
 MX0533.The geoid height was determined by GEOID03.
 MX0533
 MX0533.The dynamic height is computed by dividing the NAVD 88
 MX0533.geopotential number by the normal gravity value computed on the
 MX0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0533.degrees latitude (g = 980.6199 gals.).
 MX0533
 MX0533.The modeled gravity was interpolated from observed gravity values.
 MX0533
 MX0533;                    North         East    Units  Estimated Accuracy
 MX0533;SPC CA 1     -   718,900.    1,909,720.      MT  (+/- 180 meters Scaled)
 MX0533
 MX0533                          SUPERSEDED SURVEY CONTROL
 MX0533
 MX0533  NGVD 29 (??/??/??)  737.666  (m)         2420.16   (f) ADJUSTED    2 0
 MX0533
 MX0533.Superseded values are not recommended for survey control.
 MX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0533.See file dsdata.txt to determine how the superseded data were derived.
 MX0533
 MX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL934720(NAD 83)
 MX0533_MARKER: DD = SURVEY DISK
 MX0533_SETTING: 80 = SET IN A BOULDER
 MX0533_MARK LOGO: USGS  
 MX0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0533+STABILITY: SURFACE MOTION
 MX0533
 MX0533  HISTORY     - Date     Condition        Report By
 MX0533  HISTORY     - UNK      MONUMENTED       USGS
 MX0533  HISTORY     - 1942     GOOD             CGS
 MX0533
 MX0533                          STATION DESCRIPTION
 MX0533
 MX0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MX0533'3.5 MI E FROM SAWYERS BAR.
 MX0533'3.5 MILES EAST ALONG THE ETNA-SOMESBAR ROAD FROM SAWYERS BAR
 MX0533'RANGER STATION, SISKIYOU COUNTY, 4 YARDS NORTH OF THE CENTERLINE
 MX0533'OF THE ROAD, IN THE SOUTH FACE OF A LARGE BOULDER, AND ABOUT 3
 MX0533'FEET ABOVE THE LEVEL OF THE ROAD.  A UNITED STATES GEOLOGICAL
 MX0533'SURVEY STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0446 ***********************************************************************
 DC0446  DESIGNATION -  2425.7 USGS
 DC0446  PID         -  DC0446
 DC0446  STATE/COUNTY-  CA/SAN DIEGO
 DC0446  USGS QUAD   -  VIEJAS MOUNTAIN (1988)
 DC0446
 DC0446                         *CURRENT SURVEY CONTROL
 DC0446  ___________________________________________________________________
 DC0446* NAD 83(1986)-  32 50 32.     (N)    116 41 36.     (W)     SCALED    
 DC0446* NAVD 88     -       739.96   (+/-2cm)    2427.7    (feet)  VERTCON   
 DC0446  ___________________________________________________________________
 DC0446  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DC0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0446
 DC0446.The horizontal coordinates were scaled from a topographic map and have
 DC0446.an estimated accuracy of +/- 6 seconds.
 DC0446
 DC0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0446.The vertical order pertains to the NGVD 29 superseded value.
 DC0446
 DC0446.The geoid height was determined by GEOID03.
 DC0446
 DC0446;                    North         East    Units  Estimated Accuracy
 DC0446;SPC CA 6     -   575,010.    1,958,500.      MT  (+/- 180 meters Scaled)
 DC0446
 DC0446                          SUPERSEDED SURVEY CONTROL
 DC0446
 DC0446  NGVD 29 (??/??/??)  739.273  (m)         2425.43   (f) ADJUSTED    2 0
 DC0446
 DC0446.Superseded values are not recommended for survey control.
 DC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0446.See file dsdata.txt to determine how the superseded data were derived.
 DC0446
 DC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS286338(NAD 83)
 DC0446_MARKER: Q = CHISELED SQUARE
 DC0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0446_SP_SET: CULVERT HEADWALL
 DC0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC0446+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2008
 DC0446
 DC0446  HISTORY     - Date     Condition        Report By
 DC0446  HISTORY     - UNK      MONUMENTED       USGS
 DC0446  HISTORY     - 1944     GOOD             NGS
 DC0446  HISTORY     - 20080412 GOOD             LOCSUR
 DC0446
 DC0446                          STATION DESCRIPTION
 DC0446
 DC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0446'4.3 MI E FROM ALPINE.
 DC0446'4.3 MILES EAST ALONG U.S. HIGHWAY NO. 80 FROM THE POST OFFICE
 DC0446'AT ALPINE, CUT ON THE CENTER OF THE NORTH HEADWALL OF CULVERT
 DC0446'NO. 229 + 60, 41 FEET NORTH OF BENCH MARK Y-735, 22 FEET NORTH
 DC0446'OF THE CENTER-LINE OF THE HIGHWAY.  A CHISELED SQUARE.
 DC0446
 DC0446                          STATION RECOVERY (2008)
 DC0446
 DC0446'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DC0446'RECOVERED IN GOOD CONDITION AT
 DC0446'N 32 50.547 W 116 41.602
 DC0446' 
 DC0446' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0390 ***********************************************************************
 DY0390  DESIGNATION -  243 C OF LB
 DY0390  PID         -  DY0390
 DY0390  STATE/COUNTY-  CA/LOS ANGELES
 DY0390  USGS QUAD   -  LONG BEACH (1981)
 DY0390
 DY0390                         *CURRENT SURVEY CONTROL
 DY0390  ___________________________________________________________________
 DY0390* NAD 83(1986)-  33 46 05.     (N)    118 10 37.     (W)     SCALED    
 DY0390* NAVD 88     -        13.01   (+/-2cm)      42.7    (feet)  VERTCON   
 DY0390  ___________________________________________________________________
 DY0390  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0390
 DY0390.The horizontal coordinates were scaled from a topographic map and have
 DY0390.an estimated accuracy of +/- 6 seconds.
 DY0390
 DY0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0390.The vertical order pertains to the NGVD 29 superseded value.
 DY0390
 DY0390.The geoid height was determined by GEOID03.
 DY0390
 DY0390;                    North         East    Units  Estimated Accuracy
 DY0390;SPC CA 5     -   529,750.    1,983,610.      MT  (+/- 180 meters Scaled)
 DY0390
 DY0390                          SUPERSEDED SURVEY CONTROL
 DY0390
 DY0390  NGVD 29 (??/??/92)   12.206  (m)           40.05   (f) ADJ UNCH    1 2
 DY0390
 DY0390.Superseded values are not recommended for survey control.
 DY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0390.See file dsdata.txt to determine how the superseded data were derived.
 DY0390
 DY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT910370(NAD 83)
 DY0390_MARKER: DD = SURVEY DISK
 DY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0390_STAMPING: LBBM NO 243
 DY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0390+STABILITY: SURFACE MOTION
 DY0390
 DY0390  HISTORY     - Date     Condition        Report By
 DY0390  HISTORY     - UNK      MONUMENTED       CA1970
 DY0390  HISTORY     - 1954     GOOD             NGS
 DY0390
 DY0390                          STATION DESCRIPTION
 DY0390
 DY0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0390'AT LONG BEACH.
 DY0390'AT LONG BEACH, 0.1 MILE NORTH ALONG ORANGE AVENUE FROM THE
 DY0390'INTERSECTION OF OCEAN BOULEVARD, AT THE SOUTHWEST CORNER OF THE
 DY0390'INTERSECTION OF SECOND STREET, IN THE LAWN BETWEEN THE SIDEWALK
 DY0390'AND THE WEST CURB OF THE AVENUE, 17.7 FEET SOUTH OF THE SOUTH
 DY0390'CURB OF THE STREET, 6.0 FEET WEST OF THE WEST CURB OF THE
 DY0390'AVENUE, 5.5 FEET SOUTH OF THE NORTH END OF THE LAWN, 1.0 FOOT
 DY0390'EAST OF THE EAST EDGE OF THE SIDEWALK, 0.7 FOOT UNDERGROUND, AND
 DY0390'SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH
 DY0390'A 5-INCH IRON PIPE WITH A CAST IRON COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2272 ***********************************************************************
 EV2272  DESIGNATION -  2436
 EV2272  PID         -  EV2272
 EV2272  STATE/COUNTY-  CA/KERN
 EV2272  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2272
 EV2272                         *CURRENT SURVEY CONTROL
 EV2272  ___________________________________________________________________
 EV2272* NAD 83(1986)-  34 59 59.     (N)    117 40 09.     (W)     SCALED    
 EV2272* NAVD 88     -       743.314  (meters)    2438.69   (feet)  ADJUSTED  
 EV2272  ___________________________________________________________________
 EV2272  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2272  DYNAMIC HT  -         742.480 (meters)    2435.95  (feet)  COMP
 EV2272  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 EV2272
 EV2272  VERT ORDER  -  FIRST     CLASS I
 EV2272
 EV2272.The horizontal coordinates were scaled from a topographic map and have
 EV2272.an estimated accuracy of +/- 6 seconds.
 EV2272
 EV2272.The orthometric height was determined by differential leveling
 EV2272.and adjusted in June 1991.
 EV2272.WARNING-Repeat measurements at this control monument indicate possible
 EV2272.vertical movement.
 EV2272
 EV2272.The geoid height was determined by GEOID03.
 EV2272
 EV2272.The dynamic height is computed by dividing the NAVD 88
 EV2272.geopotential number by the normal gravity value computed on the
 EV2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2272.degrees latitude (g = 980.6199 gals.).
 EV2272
 EV2272.The modeled gravity was interpolated from observed gravity values.
 EV2272
 EV2272;                    North         East    Units  Estimated Accuracy
 EV2272;SPC CA 5     -   666,410.    2,030,200.      MT  (+/- 180 meters Scaled)
 EV2272
 EV2272                          SUPERSEDED SURVEY CONTROL
 EV2272
 EV2272  NGVD 29 (??/??/92)  742.517  (m)         2436.07   (f) ADJ UNCH    1 1
 EV2272
 EV2272.Superseded values are not recommended for survey control.
 EV2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2272.See file dsdata.txt to determine how the superseded data were derived.
 EV2272
 EV2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU389732(NAD 83)
 EV2272_MARKER: P = PIPE CAP
 EV2272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2272_STAMPING: 2436 B 1906 11
 EV2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2272
 EV2272  HISTORY     - Date     Condition        Report By
 EV2272  HISTORY     - 1906     MONUMENTED       USGS
 EV2272  HISTORY     - 1961     GOOD             NGS
 EV2272  HISTORY     - 1973     GOOD             NGS
 EV2272  HISTORY     - 1977     GOOD             NGS
 EV2272
 EV2272                          STATION DESCRIPTION
 EV2272
 EV2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2272'1 MI W FROM BORON.
 EV2272'1.0 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV2272'FROM THE STATION AT BORON, 178 FEET WEST-SOUTHWEST OF AND ACROSS
 EV2272'TRACKS FROM MILEPOST 785, 41 FEET SOUTH OF THE SOUTH RAIL, 59
 EV2272'FEET NORTH OF THE CENTER OF A DIRT ROAD, 1.0 FEET SOUTH OF A
 EV2272'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND RIVETED ON
 EV2272'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 1.0 FOOT ABOVE
 EV2272'THE GROUND.
 EV2272
 EV2272                          STATION RECOVERY (1973)
 EV2272
 EV2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2272'RECOVERED IN GOOD CONDITION.
 EV2272
 EV2272                          STATION RECOVERY (1977)
 EV2272
 EV2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0486 ***********************************************************************
 KS0486  DESIGNATION -  2436.0
 KS0486  PID         -  KS0486
 KS0486  STATE/COUNTY-  CA/SIERRA
 KS0486  USGS QUAD   -  GOODYEARS BAR (1975)
 KS0486
 KS0486                         *CURRENT SURVEY CONTROL
 KS0486  ___________________________________________________________________
 KS0486* NAD 83(1986)-  39 30 59.     (N)    120 57 43.     (W)     SCALED    
 KS0486* NAVD 88     -       743.288  (meters)    2438.60   (feet)  ADJUSTED  
 KS0486  ___________________________________________________________________
 KS0486  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 KS0486  DYNAMIC HT  -         742.722 (meters)    2436.75  (feet)  COMP
 KS0486  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 KS0486
 KS0486  VERT ORDER  -  SECOND    CLASS 0
 KS0486
 KS0486.The horizontal coordinates were scaled from a topographic map and have
 KS0486.an estimated accuracy of +/- 6 seconds.
 KS0486
 KS0486.The orthometric height was determined by differential leveling
 KS0486.and adjusted in June 1991.
 KS0486
 KS0486.The geoid height was determined by GEOID03.
 KS0486
 KS0486.The dynamic height is computed by dividing the NAVD 88
 KS0486.geopotential number by the normal gravity value computed on the
 KS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0486.degrees latitude (g = 980.6199 gals.).
 KS0486
 KS0486.The modeled gravity was interpolated from observed gravity values.
 KS0486
 KS0486;                    North         East    Units  Estimated Accuracy
 KS0486;SPC CA 2     -   705,840.    2,089,260.      MT  (+/- 180 meters Scaled)
 KS0486
 KS0486                          SUPERSEDED SURVEY CONTROL
 KS0486
 KS0486  NGVD 29 (??/??/??)  742.414  (m)         2435.74   (f) ADJUSTED    2 0
 KS0486
 KS0486.Superseded values are not recommended for survey control.
 KS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0486.See file dsdata.txt to determine how the superseded data were derived.
 KS0486
 KS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ751760(NAD 83)
 KS0486_MARKER: Q = CHISELED SQUARE
 KS0486_SETTING: 66 = SET IN ROCK OUTCROP
 KS0486_SP_SET: LEDGE
 KS0486_MARK LOGO: USGS  
 KS0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0486+STABILITY: POSITION/ELEVATION WELL
 KS0486
 KS0486  HISTORY     - Date     Condition        Report By
 KS0486  HISTORY     - UNK      MONUMENTED       USGS
 KS0486  HISTORY     - 1934     GOOD             CGS
 KS0486
 KS0486                          STATION DESCRIPTION
 KS0486
 KS0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0486'10.1 MI SW FROM DOWNIEVILLE.
 KS0486'10.1 MILES SOUTHWEST ALONG STATE HIGHWAY 49 FROM DOWNIEVILLE,
 KS0486'SIERRA COUNTY, 8 FEET NORTH OF THE NORTHWEST END OF A PIPE
 KS0486'CULVERT, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ON
 KS0486'A GRANITE LEDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0389 ***********************************************************************
 DY0389  DESIGNATION -  244 C OF LB
 DY0389  PID         -  DY0389
 DY0389  STATE/COUNTY-  CA/LOS ANGELES
 DY0389  USGS QUAD   -  LONG BEACH (1981)
 DY0389
 DY0389                         *CURRENT SURVEY CONTROL
 DY0389  ___________________________________________________________________
 DY0389* NAD 83(1986)-  33 45 57.     (N)    118 10 38.     (W)     SCALED    
 DY0389* NAVD 88     -        13.86   (+/-2cm)      45.5    (feet)  VERTCON   
 DY0389  ___________________________________________________________________
 DY0389  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0389  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0389
 DY0389.The horizontal coordinates were scaled from a topographic map and have
 DY0389.an estimated accuracy of +/- 6 seconds.
 DY0389
 DY0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0389.The vertical order pertains to the NGVD 29 superseded value.
 DY0389
 DY0389.The geoid height was determined by GEOID03.
 DY0389
 DY0389;                    North         East    Units  Estimated Accuracy
 DY0389;SPC CA 5     -   529,500.    1,983,580.      MT  (+/- 180 meters Scaled)
 DY0389
 DY0389                          SUPERSEDED SURVEY CONTROL
 DY0389
 DY0389  NGVD 29 (??/??/92)   13.052  (m)           42.82   (f) ADJ UNCH    1 2
 DY0389
 DY0389.Superseded values are not recommended for survey control.
 DY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0389.See file dsdata.txt to determine how the superseded data were derived.
 DY0389
 DY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT909368(NAD 83)
 DY0389_MARKER: DD = SURVEY DISK
 DY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0389_STAMPING: LBBM 244
 DY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0389+STABILITY: SURFACE MOTION
 DY0389
 DY0389  HISTORY     - Date     Condition        Report By
 DY0389  HISTORY     - UNK      MONUMENTED       CA1970
 DY0389  HISTORY     - 1954     GOOD             NGS
 DY0389  HISTORY     - 1964     GOOD             NGS
 DY0389
 DY0389                          STATION DESCRIPTION
 DY0389
 DY0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0389'AT LONG BEACH.
 DY0389'AT LONG BEACH, 0.7 MILE EAST ALONG OCEAN BOULEVARD FROM THE
 DY0389'JUNCTION OF AMERICAN AVENUE, AT THE INTERSECTION OF ORANGE
 DY0389'AVENUE, IN A LAWN BETWEEN THE SIDEWALK AND THE EAST CURB OF THE
 DY0389'AVENUE, 20.8 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, 4.0
 DY0389'FEET EAST OF THE EAST CURB OF THE AVENUE, 0.8 FOOT UNDERGROUND,
 DY0389'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0389'THROUGH A 5-INCH PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0389
 DY0389                          STATION RECOVERY (1964)
 DY0389
 DY0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1732 ***********************************************************************
 HS1732  DESIGNATION -  244 TID
 HS1732  PID         -  HS1732
 HS1732  STATE/COUNTY-  CA/STANISLAUS
 HS1732  USGS QUAD   -  HATCH (1973)
 HS1732
 HS1732                         *CURRENT SURVEY CONTROL
 HS1732  ___________________________________________________________________
 HS1732* NAD 83(1986)-  37 27 16.     (N)    120 57 28.     (W)     SCALED    
 HS1732* NAVD 88     -        21.51   (+/-2cm)      70.6    (feet)  VERTCON   
 HS1732  ___________________________________________________________________
 HS1732  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HS1732  VERT ORDER  -  THIRD (See Below)
 HS1732
 HS1732.The horizontal coordinates were scaled from a topographic map and have
 HS1732.an estimated accuracy of +/- 6 seconds.
 HS1732
 HS1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1732.The vertical order pertains to the NGVD 29 superseded value.
 HS1732
 HS1732.The geoid height was determined by GEOID03.
 HS1732
 HS1732;                    North         East    Units  Estimated Accuracy
 HS1732;SPC CA 3     -   606,020.    1,959,500.      MT  (+/- 180 meters Scaled)
 HS1732
 HS1732                          SUPERSEDED SURVEY CONTROL
 HS1732
 HS1732  NGVD 29 (??/??/??)   20.80   (m)           68.2    (f) RESET       3  
 HS1732
 HS1732.Superseded values are not recommended for survey control.
 HS1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1732.See file dsdata.txt to determine how the superseded data were derived.
 HS1732
 HS1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG806472(NAD 83)
 HS1732_MARKER: DD = SURVEY DISK
 HS1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1732_SP_SET: BRIDGE
 HS1732_STAMPING: TID 244 68.57
 HS1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1732
 HS1732  HISTORY     - Date     Condition        Report By
 HS1732  HISTORY     - UNK      MONUMENTED       TID
 HS1732  HISTORY     - 1958     GOOD             NGS
 HS1732
 HS1732                          STATION DESCRIPTION
 HS1732
 HS1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1732'11.2 MI W FROM TURLOCK.
 HS1732'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1732'FROM THE STATION AT TURLOCK, THENCE 5.8 MILES WEST ALONG FULKERTH
 HS1732'ROAD, THENCE 2.0 MILES SOUTH ALONG BLAKER ROAD, THENCE 0.5 MILE
 HS1732'EAST ALONG LINWOOD AVENUE, THENCE 1.6 MILES SOUTH ALONG CENTRAL
 HS1732'AVENUE, IN R9E T5S S34, AT A CONCRETE BRIDGE OVER LATERAL NO.
 HS1732'5 1/2, IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST CONCRETE
 HS1732'WING WALL, 11 1/2 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 HS1732'AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0120 ***********************************************************************
 JT0120  DESIGNATION -  244.2
 JT0120  PID         -  JT0120
 JT0120  STATE/COUNTY-  CA/YOLO
 JT0120  USGS QUAD   -  WILDWOOD SCHOOL (1993)
 JT0120
 JT0120                         *CURRENT SURVEY CONTROL
 JT0120  ___________________________________________________________________
 JT0120* NAD 83(1986)-  38 53 11.     (N)    122 01 17.     (W)     SCALED    
 JT0120* NAVD 88     -        75.18   (+/-2cm)     246.7    (feet)  VERTCON   
 JT0120  ___________________________________________________________________
 JT0120  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JT0120  VERT ORDER  -  THIRD (See Below)
 JT0120
 JT0120.The horizontal coordinates were scaled from a topographic map and have
 JT0120.an estimated accuracy of +/- 6 seconds.
 JT0120
 JT0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0120.The vertical order pertains to the NGVD 29 superseded value.
 JT0120
 JT0120.The geoid height was determined by GEOID03.
 JT0120
 JT0120;                    North         East    Units  Estimated Accuracy
 JT0120;SPC CA 2     -   635,400.    1,998,140.      MT  (+/- 180 meters Scaled)
 JT0120
 JT0120                          SUPERSEDED SURVEY CONTROL
 JT0120
 JT0120  NGVD 29 (??/??/??)   74.40   (m)          244.1    (f) RESET       3  
 JT0120
 JT0120.Superseded values are not recommended for survey control.
 JT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0120.See file dsdata.txt to determine how the superseded data were derived.
 JT0120
 JT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ848046(NAD 83)
 JT0120_MARKER: Q = CHISELED SQUARE
 JT0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0120_SP_SET: CULVERT
 JT0120_MARK LOGO: USGS  
 JT0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0120
 JT0120  HISTORY     - Date     Condition        Report By
 JT0120  HISTORY     - UNK      MONUMENTED       USGS
 JT0120  HISTORY     - 1942     GOOD             NGS
 JT0120
 JT0120                          STATION DESCRIPTION
 JT0120
 JT0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0120'3.3 MI SW FROM DUNNIGAN.
 JT0120'3.3 MILES SOUTHWEST ALONG THE CAPAY ROAD FROM DUNNIGAN, YOLO COUNTY,
 JT0120'950 FEET EAST OF A ROAD FORK, 24 FEET SOUTH OF THE CENTERLINE OF
 JT0120'THE ROAD, AT A CONCRETE CULVERT, AND ON THE EAST END OF THE
 JT0120'SOUTH WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1045 ***********************************************************************
 FT1045  DESIGNATION -  2447+20.41
 FT1045  PID         -  FT1045
 FT1045  STATE/COUNTY-  CA/KERN
 FT1045  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1045
 FT1045                         *CURRENT SURVEY CONTROL
 FT1045  ___________________________________________________________________
 FT1045* NAD 83(1986)-  35 34 28.     (N)    117 56 55.     (W)     SCALED    
 FT1045* NAVD 88     -      1040.094  (meters)    3412.38   (feet)  ADJUSTED  
 FT1045  ___________________________________________________________________
 FT1045  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FT1045  DYNAMIC HT  -        1038.886 (meters)    3408.41  (feet)  COMP
 FT1045  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 FT1045
 FT1045  VERT ORDER  -  FIRST     CLASS I
 FT1045
 FT1045.The horizontal coordinates were scaled from a topographic map and have
 FT1045.an estimated accuracy of +/- 6 seconds.
 FT1045
 FT1045.The orthometric height was determined by differential leveling
 FT1045.and adjusted in June 1991.
 FT1045
 FT1045.The geoid height was determined by GEOID03.
 FT1045
 FT1045.The dynamic height is computed by dividing the NAVD 88
 FT1045.geopotential number by the normal gravity value computed on the
 FT1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1045.degrees latitude (g = 980.6199 gals.).
 FT1045
 FT1045.The modeled gravity was interpolated from observed gravity values.
 FT1045
 FT1045;                    North         East    Units  Estimated Accuracy
 FT1045;SPC CA 5     -   730,120.    2,004,660.      MT  (+/- 180 meters Scaled)
 FT1045
 FT1045                          SUPERSEDED SURVEY CONTROL
 FT1045
 FT1045  NGVD 29 (??/??/92) 1039.177  (m)         3409.37   (f) ADJ UNCH    1 1
 FT1045
 FT1045.Superseded values are not recommended for survey control.
 FT1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1045.See file dsdata.txt to determine how the superseded data were derived.
 FT1045
 FT1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV140371(NAD 83)
 FT1045_MARKER: DD = SURVEY DISK
 FT1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1045_SP_SET: CONCRETE POST
 FT1045_STAMPING: EG 2447+20.41 LS3393 2ND LAA 1970
 FT1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1045+STABILITY: SURFACE MOTION
 FT1045
 FT1045  HISTORY     - Date     Condition        Report By
 FT1045  HISTORY     - 1970     MONUMENTED       LAWPC
 FT1045  HISTORY     - 1977     GOOD             NGS
 FT1045
 FT1045                          STATION DESCRIPTION
 FT1045
 FT1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1045'4.0 MI SW FROM FREEMAN JUNCTION.
 FT1045'0.7 MILE WEST ALONG HIGHWAY 178 FROM THE JUNCTION OF HIGHWAY 14 AT
 FT1045'FREEMAN JUNCTION, THENCE 3.25 MILES SOUTHWEST ALONG AQUEDUCT ROAD,
 FT1045'0.15 MILE SOUTHWEST OF CONCRETE BOX MARKED MILE 46, 15 FT. WEST OF
 FT1045'THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1358 ***********************************************************************
 LU1358  DESIGNATION -  2448.2 USGS
 LU1358  PID         -  LU1358
 LU1358  STATE/COUNTY-  CA/HUMBOLDT
 LU1358  USGS QUAD   -  HARRIS (1969)
 LU1358
 LU1358                         *CURRENT SURVEY CONTROL
 LU1358  ___________________________________________________________________
 LU1358* NAD 83(1986)-  40 06 29.     (N)    123 42 50.     (W)     SCALED    
 LU1358* NAVD 88     -       747.50   (+/-2cm)    2452.4    (feet)  VERTCON   
 LU1358  ___________________________________________________________________
 LU1358  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LU1358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1358
 LU1358.The horizontal coordinates were scaled from a topographic map and have
 LU1358.an estimated accuracy of +/- 6 seconds.
 LU1358
 LU1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1358.The vertical order pertains to the NGVD 29 superseded value.
 LU1358
 LU1358.The geoid height was determined by GEOID03.
 LU1358
 LU1358;                    North         East    Units  Estimated Accuracy
 LU1358;SPC CA 1     -   587,450.    1,853,890.      MT  (+/- 180 meters Scaled)
 LU1358
 LU1358                          SUPERSEDED SURVEY CONTROL
 LU1358
 LU1358  NGVD 29 (??/??/92)  746.550  (m)         2449.31   (f) ADJ UNCH    2 0
 LU1358
 LU1358.Superseded values are not recommended for survey control.
 LU1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1358.See file dsdata.txt to determine how the superseded data were derived.
 LU1358
 LU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK391399(NAD 83)
 LU1358_MARKER: N = NAIL
 LU1358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1358_SP_SET: TREE
 LU1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1358
 LU1358  HISTORY     - Date     Condition        Report By
 LU1358  HISTORY     - UNK      MONUMENTED       USGS
 LU1358  HISTORY     - 1942     GOOD             NGS
 LU1358
 LU1358                          STATION DESCRIPTION
 LU1358
 LU1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LU1358'4.5 MI NW FROM HARRIS.
 LU1358'4.5 MILES NORTHWEST ALONG THE GARBERVILLE ROAD FROM THE PUBLIC
 LU1358'SCHOOL AT HARRIS, HUMBOLDT COUNTY, 2.9 MILES SOUTHEAST OF
 LU1358'ROBINSON RANCH IN 1935, AT A STREAM CROSSING, ON THE NORTH EDGE
 LU1358'OF A SHARP ANGLE IN THE ROAD, AND IN THE SOUTH ROOT OF A 15-INCH
 LU1358'OAK TREE PAINTED 2448.2.  A UNITED STATES GEOLOGICAL SURVEY
 LU1358'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1179 ***********************************************************************
 DC1179  DESIGNATION -  245.4 USGS
 DC1179  PID         -  DC1179
 DC1179  STATE/COUNTY-  CA/SAN DIEGO
 DC1179  USGS QUAD   -  DEL MAR (1975)
 DC1179
 DC1179                         *CURRENT SURVEY CONTROL
 DC1179  ___________________________________________________________________
 DC1179* NAD 83(1986)-  32 57 08.     (N)    117 12 07.     (W)     SCALED    
 DC1179* NAVD 88     -        75.39   (+/-2cm)     247.3    (feet)  VERTCON   
 DC1179  ___________________________________________________________________
 DC1179  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DC1179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1179
 DC1179.The horizontal coordinates were scaled from a topographic map and have
 DC1179.an estimated accuracy of +/- 6 seconds.
 DC1179
 DC1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1179.The vertical order pertains to the NGVD 29 superseded value.
 DC1179
 DC1179.The geoid height was determined by GEOID03.
 DC1179
 DC1179;                    North         East    Units  Estimated Accuracy
 DC1179;SPC CA 6     -   587,530.    1,910,990.      MT  (+/- 180 meters Scaled)
 DC1179
 DC1179                          SUPERSEDED SURVEY CONTROL
 DC1179
 DC1179  NGVD 29 (??/??/??)   74.737  (m)          245.20   (f) ADJUSTED    2 0
 DC1179
 DC1179.Superseded values are not recommended for survey control.
 DC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1179.See file dsdata.txt to determine how the superseded data were derived.
 DC1179
 DC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS811460(NAD 83)
 DC1179_MARKER: S = SPIKE
 DC1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1179_SP_SET: POLE BASE
 DC1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1179
 DC1179  HISTORY     - Date     Condition        Report By
 DC1179  HISTORY     - UNK      MONUMENTED       USGS
 DC1179  HISTORY     - 1944     GOOD             NGS
 DC1179
 DC1179                          STATION DESCRIPTION
 DC1179
 DC1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC1179'6.1 MI E FROM DEL MAR.
 DC1179'2.0 MILES SOUTH ALONG THE A. T. AND S FE R.R. FROM THE STATION
 DC1179'AT DEL MAR, THENCE 4.1 MILES NORTHEAST ALONG THE DEL MARK-LAKE
 DC1179'HODGES ROAD, SET ON THE SOUTHEAST SLOPE OF HILL, NEAR THE SUMMIT
 DC1179'OF HILL IN THE ROAD, 14 FEET SOUTHEAST OF THE CENTER-LINE OF THE
 DC1179'ROAD, 6 FEET NORTHWEST OF THE FENCE.  A RAILROAD SPIKE DRIVEN IN
 DC1179'THE BASE OF POLE NO. D 33578 T AND ON THE NORTHWEST SIDE OF POLE,
 DC1179'ABOUT 0.5 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2252 ***********************************************************************
 EV2252  DESIGNATION -  2456
 EV2252  PID         -  EV2252
 EV2252  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2252  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2252
 EV2252                         *CURRENT SURVEY CONTROL
 EV2252  ___________________________________________________________________
 EV2252* NAD 83(1986)-  34 59 27.     (N)    117 30 44.     (W)     SCALED    
 EV2252* NAVD 88     -       749.306  (meters)    2458.35   (feet)  ADJUSTED  
 EV2252  ___________________________________________________________________
 EV2252  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EV2252  DYNAMIC HT  -         748.466 (meters)    2455.59  (feet)  COMP
 EV2252  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 EV2252
 EV2252  VERT ORDER  -  FIRST     CLASS II
 EV2252
 EV2252.The horizontal coordinates were scaled from a topographic map and have
 EV2252.an estimated accuracy of +/- 6 seconds.
 EV2252
 EV2252.The orthometric height was determined by differential leveling
 EV2252.and adjusted in June 1991.
 EV2252
 EV2252.The geoid height was determined by GEOID03.
 EV2252
 EV2252.The dynamic height is computed by dividing the NAVD 88
 EV2252.geopotential number by the normal gravity value computed on the
 EV2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2252.degrees latitude (g = 980.6199 gals.).
 EV2252
 EV2252.The modeled gravity was interpolated from observed gravity values.
 EV2252
 EV2252;                    North         East    Units  Estimated Accuracy
 EV2252;SPC CA 5     -   665,480.    2,044,530.      MT  (+/- 180 meters Scaled)
 EV2252
 EV2252                          SUPERSEDED SURVEY CONTROL
 EV2252
 EV2252  NGVD 29 (??/??/92)  748.520  (m)         2455.77   (f) ADJ UNCH    1 2
 EV2252
 EV2252.Superseded values are not recommended for survey control.
 EV2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2252.See file dsdata.txt to determine how the superseded data were derived.
 EV2252
 EV2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU532721(NAD 83)
 EV2252_MARKER: P = PIPE CAP
 EV2252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2252_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2252_STAMPING: 2456 B 14 1906
 EV2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2252
 EV2252  HISTORY     - Date     Condition        Report By
 EV2252  HISTORY     - 1906     MONUMENTED       USGS
 EV2252  HISTORY     - 1961     GOOD             NGS
 EV2252  HISTORY     - 1973     GOOD             NGS
 EV2252  HISTORY     - 1977     GOOD             NGS
 EV2252
 EV2252                          STATION DESCRIPTION
 EV2252
 EV2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2252'8 MI E FROM BORON.
 EV2252'8.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2252'FROM THE STATION AT BORON, 1 POLE WEST AND ACROSS THE TRACK FROM
 EV2252'MILEPOST 776, 39.6 FEET SOUTH OF THE SOUTH RAIL, 6.1 FEET WEST
 EV2252'OF TELEPHONE POLE 186/1, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT
 EV2252'1 FOOT LOWER THEN THE TRACK, AND RIVETED ON THE TOP OF A
 EV2252'3 1/2-INCH IRON PIPE PROJECTING 1 1/2 FEET ABOVE THE GROUND.
 EV2252
 EV2252                          STATION RECOVERY (1973)
 EV2252
 EV2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2252'RECOVERED IN GOOD CONDITION.
 EV2252
 EV2252                          STATION RECOVERY (1977)
 EV2252
 EV2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0513 ***********************************************************************
 FU0513  DESIGNATION -  2458 USGS
 FU0513  PID         -  FU0513
 FU0513  STATE/COUNTY-  CA/KERN
 FU0513  USGS QUAD   -  MIRACLE HOT SPRINGS (1994)
 FU0513
 FU0513                         *CURRENT SURVEY CONTROL
 FU0513  ___________________________________________________________________
 FU0513* NAD 83(1986)-  35 33 21.     (N)    118 34 46.     (W)     SCALED    
 FU0513* NAVD 88     -       749.88   (+/-2cm)    2460.2    (feet)  VERTCON   
 FU0513  ___________________________________________________________________
 FU0513  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FU0513  VERT ORDER  -  THIRD (See Below)
 FU0513
 FU0513.The horizontal coordinates were scaled from a topographic map and have
 FU0513.an estimated accuracy of +/- 6 seconds.
 FU0513
 FU0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0513.The vertical order pertains to the NGVD 29 superseded value.
 FU0513
 FU0513.The geoid height was determined by GEOID03.
 FU0513
 FU0513;                    North         East    Units  Estimated Accuracy
 FU0513;SPC CA 5     -   728,210.    1,947,460.      MT  (+/- 180 meters Scaled)
 FU0513
 FU0513                          SUPERSEDED SURVEY CONTROL
 FU0513
 FU0513  NGVD 29 (??/??/??)  748.92   (m)         2457.1    (f) RESET       3  
 FU0513
 FU0513.Superseded values are not recommended for survey control.
 FU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0513.See file dsdata.txt to determine how the superseded data were derived.
 FU0513
 FU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV568358(NAD 83)
 FU0513_MARKER: DD = SURVEY DISK
 FU0513_SETTING: 80 = SET IN A BOULDER
 FU0513_SP_SET: BOULDER
 FU0513_STAMPING: H 17 2458 1934
 FU0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0513+STABILITY: SURFACE MOTION
 FU0513
 FU0513  HISTORY     - Date     Condition        Report By
 FU0513  HISTORY     - 1934     MONUMENTED       USGS
 FU0513  HISTORY     - 1972     GOOD             USGS
 FU0513
 FU0513                          STATION DESCRIPTION
 FU0513
 FU0513'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0513'4.8 MI W FROM MIRACLE HOT SPRINGS.
 FU0513'4.8 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS
 FU0513'HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, 18 YARDS NORTHEAST
 FU0513'OF A HIGHWAY CULVERT, 82 FEET NORTHEAST OF THE CENTERLINE OF THE
 FU0513'HIGHWAY, ON AN OLD ABANDONED HIGHWAY GRADE, 10 FEET SOUTHEAST
 FU0513'OF A ROCK CLIFF, AND IN THE TOP OF A 4- BY 14-FOOT GRANITE
 FU0513'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FU0513'STAMPED H 17 2458 1934.
 FU0513
 FU0513                          STATION RECOVERY (1972)
 FU0513
 FU0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0387 ***********************************************************************
 DY0387  DESIGNATION -  246 C OF LB
 DY0387  PID         -  DY0387
 DY0387  STATE/COUNTY-  CA/LOS ANGELES
 DY0387  USGS QUAD   -  LONG BEACH (1981)
 DY0387
 DY0387                         *CURRENT SURVEY CONTROL
 DY0387  ___________________________________________________________________
 DY0387* NAD 83(1986)-  33 45 54.     (N)    118 10 12.     (W)     SCALED    
 DY0387* NAVD 88     -        15.35   (+/-2cm)      50.4    (feet)  VERTCON   
 DY0387  ___________________________________________________________________
 DY0387  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY0387  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0387
 DY0387.The horizontal coordinates were scaled from a topographic map and have
 DY0387.an estimated accuracy of +/- 6 seconds.
 DY0387
 DY0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0387.The vertical order pertains to the NGVD 29 superseded value.
 DY0387
 DY0387.The geoid height was determined by GEOID03.
 DY0387
 DY0387;                    North         East    Units  Estimated Accuracy
 DY0387;SPC CA 5     -   529,410.    1,984,250.      MT  (+/- 180 meters Scaled)
 DY0387
 DY0387                          SUPERSEDED SURVEY CONTROL
 DY0387
 DY0387  NGVD 29 (??/??/92)   14.545  (m)           47.72   (f) ADJ UNCH    1 2
 DY0387
 DY0387.Superseded values are not recommended for survey control.
 DY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0387.See file dsdata.txt to determine how the superseded data were derived.
 DY0387
 DY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT916367(NAD 83)
 DY0387_MARKER: DD = SURVEY DISK
 DY0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0387_STAMPING: LBBM NO 246
 DY0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0387+STABILITY: SURFACE MOTION
 DY0387
 DY0387  HISTORY     - Date     Condition        Report By
 DY0387  HISTORY     - UNK      MONUMENTED       CA1970
 DY0387  HISTORY     - 1954     GOOD             NGS
 DY0387  HISTORY     - 1964     GOOD             NGS
 DY0387
 DY0387                          STATION DESCRIPTION
 DY0387
 DY0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0387'AT LONG BEACH.
 DY0387'AT LONG BEACH, 1.1 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0387'JUNCTION OF AMERICAN AVENUE, AT THE JUNCTION OF HERMOSA AVENUE,
 DY0387'IN THE LAWN BETWEEN THE SIDEWALK AND THE WEST CURB OF THE AVENUE,
 DY0387'25.4 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, 5.0 FEET
 DY0387'WEST OF THE WEST CURB OF THE AVENUE, 2.0 FEET EAST OF THE EAST
 DY0387'EDGE OF THE SIDEWALK, 1.5 FEET UNDERGROUND, AND SET IN THE TOP
 DY0387'OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 DY0387'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0387
 DY0387                          STATION RECOVERY (1964)
 DY0387
 DY0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3727 ***********************************************************************
 HS3727  DESIGNATION -  2460 USBR
 HS3727  PID         -  HS3727
 HS3727  STATE/COUNTY-  CA/CONTRA COSTA
 HS3727  USGS QUAD   -  BRENTWOOD (1978)
 HS3727
 HS3727                         *CURRENT SURVEY CONTROL
 HS3727  ___________________________________________________________________
 HS3727* NAD 83(1986)-  37 59 42.     (N)    121 42 08.     (W)     SCALED    
 HS3727* NAVD 88     -         8.21   (+/-2cm)      26.9    (feet)  VERTCON   
 HS3727  ___________________________________________________________________
 HS3727  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HS3727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3727
 HS3727.The horizontal coordinates were scaled from a topographic map and have
 HS3727.an estimated accuracy of +/- 6 seconds.
 HS3727
 HS3727.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3727.The vertical order pertains to the NGVD 29 superseded value.
 HS3727
 HS3727.The geoid height was determined by GEOID03.
 HS3727
 HS3727;                    North         East    Units  Estimated Accuracy
 HS3727;SPC CA 3     -   666,600.    1,894,410.      MT  (+/- 180 meters Scaled)
 HS3727
 HS3727                          SUPERSEDED SURVEY CONTROL
 HS3727
 HS3727  NGVD 29 (??/??/92)    7.484  (m)           24.55   (f) ADJ UNCH    2 0
 HS3727
 HS3727.Superseded values are not recommended for survey control.
 HS3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3727.See file dsdata.txt to determine how the superseded data were derived.
 HS3727
 HS3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH139060(NAD 83)
 HS3727_MARKER: DD = SURVEY DISK
 HS3727_SETTING: 0 = UNSPECIFIED SETTING
 HS3727_STAMPING: 2460
 HS3727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3727
 HS3727  HISTORY     - Date     Condition        Report By
 HS3727  HISTORY     - UNK      MONUMENTED       BOR
 HS3727  HISTORY     - 1951     GOOD             NGS
 HS3727  HISTORY     - 1966     GOOD             NGS
 HS3727
 HS3727                          STATION DESCRIPTION
 HS3727
 HS3727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3727'0.4 MI E FROM OAKLEY.
 HS3727'0.4 MILES EAST ALONG THE ATCHISON, TOPEKA ANMD SANTA FE RAILROAD
 HS3727'FROM THE STATION AT OAKLEY, AT THE CONTRA COSTA CANAL SIPHON
 HS3727'NO. A 1146 UNDER THE TRACKS, 53 FEET SOUTHEAST OF THE CENTER
 HS3727'OF A GRAVELED ROAD CROSSING, 49.4 FEET SOUTH OF THE SOUTH TRACK
 HS3727'(MAIN), 38 FEET EAST OF THE CENTER LINE OF THE LEVEE ROAD,
 HS3727'AND SET ABOUT 2 FEET HIGHER THAN THE TRACKS.
 HS3727
 HS3727                          STATION RECOVERY (1966)
 HS3727
 HS3727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0933 ***********************************************************************
 EW0933  DESIGNATION -  2462 USGS
 EW0933  PID         -  EW0933
 EW0933  STATE/COUNTY-  CA/KERN
 EW0933  USGS QUAD   -  BISSELL (1973)
 EW0933
 EW0933                         *CURRENT SURVEY CONTROL
 EW0933  ___________________________________________________________________
 EW0933* NAD 83(1986)-  34 58 21.     (N)    118 02 50.     (W)     SCALED    
 EW0933* NAVD 88     -       751.321  (meters)    2464.96   (feet)  ADJUSTED  
 EW0933  ___________________________________________________________________
 EW0933  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EW0933  DYNAMIC HT  -         750.475 (meters)    2462.18  (feet)  COMP
 EW0933  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 EW0933
 EW0933  VERT ORDER  -  FIRST     CLASS I
 EW0933
 EW0933.The horizontal coordinates were scaled from a topographic map and have
 EW0933.an estimated accuracy of +/- 6 seconds.
 EW0933
 EW0933.The orthometric height was determined by differential leveling
 EW0933.and adjusted in June 1991.
 EW0933
 EW0933.The geoid height was determined by GEOID03.
 EW0933
 EW0933.The dynamic height is computed by dividing the NAVD 88
 EW0933.geopotential number by the normal gravity value computed on the
 EW0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0933.degrees latitude (g = 980.6199 gals.).
 EW0933
 EW0933.The modeled gravity was interpolated from observed gravity values.
 EW0933
 EW0933;                    North         East    Units  Estimated Accuracy
 EW0933;SPC CA 5     -   663,340.    1,995,690.      MT  (+/- 180 meters Scaled)
 EW0933
 EW0933                          SUPERSEDED SURVEY CONTROL
 EW0933
 EW0933  NGVD 29 (??/??/92)  750.498  (m)         2462.26   (f) ADJ UNCH    1 1
 EW0933
 EW0933.Superseded values are not recommended for survey control.
 EW0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0933.See file dsdata.txt to determine how the superseded data were derived.
 EW0933
 EW0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU044704(NAD 83)
 EW0933_MARKER: P = PIPE CAP
 EW0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0933_STAMPING: 2462
 EW0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0933
 EW0933  HISTORY     - Date     Condition        Report By
 EW0933  HISTORY     - UNK      MONUMENTED       USGS
 EW0933  HISTORY     - 1961     GOOD             NGS
 EW0933  HISTORY     - 1973     GOOD             NGS
 EW0933  HISTORY     - 1977     GOOD             NGS
 EW0933
 EW0933                          STATION DESCRIPTION
 EW0933
 EW0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0933'9.4 MI SE FROM MOJAVE.
 EW0933'5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EW0933'RAILWAY FROM THE STATION AT MOJAVE, THENCE 4.35 MILES SOUTHEAST
 EW0933'ALONG AN ABANDONED RAILROAD BED, 42 FEET SOUTH-SOUTHWEST OF THE
 EW0933'CENTER LINE OF THE RAILROAD BED, 170 FEET SOUTHWEST AND ACROSS
 EW0933'THE RAILROAD BED FROM POWER POLE 1144987E, 52.6 FEET
 EW0933'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST SIDE OF THE FOUNDATION
 EW0933'FOR A SEMIPHORE, 1 FOOT SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT
 EW0933'3 FEET LOWER THAN THE RAILROAD BED, AND RIVETED ON THE TOP OF
 EW0933'A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 EW0933
 EW0933                          STATION RECOVERY (1973)
 EW0933
 EW0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EW0933'RECOVERED IN GOOD CONDITION.
 EW0933
 EW0933                          STATION RECOVERY (1977)
 EW0933
 EW0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2619 ***********************************************************************
 EW2619  DESIGNATION -  2468 USGS
 EW2619  PID         -  EW2619
 EW2619  STATE/COUNTY-  CA/LOS ANGELES
 EW2619  USGS QUAD   -  ACTON (1995)
 EW2619
 EW2619                         *CURRENT SURVEY CONTROL
 EW2619  ___________________________________________________________________
 EW2619* NAD 83(1986)-  34 26 18.     (N)    118 13 31.     (W)     SCALED    
 EW2619* NAVD 88     -       753.02   (+/-2cm)    2470.5    (feet)  VERTCON   
 EW2619  ___________________________________________________________________
 EW2619  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW2619  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2619
 EW2619.The horizontal coordinates were scaled from a topographic map and have
 EW2619.an estimated accuracy of +/- 6 seconds.
 EW2619
 EW2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2619.The vertical order pertains to the NGVD 29 superseded value.
 EW2619
 EW2619.The geoid height was determined by GEOID03.
 EW2619
 EW2619;                    North         East    Units  Estimated Accuracy
 EW2619;SPC CA 5     -   604,110.    1,979,300.      MT  (+/- 180 meters Scaled)
 EW2619
 EW2619                          SUPERSEDED SURVEY CONTROL
 EW2619
 EW2619  NGVD 29 (??/??/92)  752.160  (m)         2467.71   (f) ADJ UNCH    1 1
 EW2619
 EW2619.Superseded values are not recommended for survey control.
 EW2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2619.See file dsdata.txt to determine how the superseded data were derived.
 EW2619
 EW2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU874114(NAD 83)
 EW2619_MARKER: P = PIPE CAP
 EW2619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW2619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW2619_STAMPING: 2468 43
 EW2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2619
 EW2619  HISTORY     - Date     Condition        Report By
 EW2619  HISTORY     - UNK      MONUMENTED       USGS
 EW2619  HISTORY     - 1955     GOOD             NGS
 EW2619  HISTORY     - 1971     GOOD             NGS
 EW2619  HISTORY     - 1981     GOOD             TLDYNE
 EW2619
 EW2619                          STATION DESCRIPTION
 EW2619
 EW2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2619'AT RAVENNA.
 EW2619'AT RAVENNA, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 64.3
 EW2619'FEET SOUTH OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER
 EW2619'OF THE STATION, 26.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 EW2619'TRACK, 13.6 FEET NORTH OF THE NORTHEAST CORNER OF A MOTOR CAR
 EW2619'SHED, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A
 EW2619'3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 EW2619'NOTE-- THE TOP OF THE CAP HAS BEEN POUNDED ON AND THE CENTER IS
 EW2619'CAVED IN.  THE CAP IS CRACKED ALONG THE EAST EDGE.  MARK IS
 EW2619'LEANING SLIGHTLY.  ROD HELD ON LETTERS U.S. DURING 1955 LEVELING.
 EW2619
 EW2619                          STATION RECOVERY (1971)
 EW2619
 EW2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW2619'RECOVERED IN GOOD CONDITION.
 EW2619
 EW2619                          STATION RECOVERY (1981)
 EW2619
 EW2619'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW2619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0291 ***********************************************************************
 HS0291  DESIGNATION -  247 USE
 HS0291  PID         -  HS0291
 HS0291  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0291  USGS QUAD   -  UNION ISLAND (1978)
 HS0291
 HS0291                         *CURRENT SURVEY CONTROL
 HS0291  ___________________________________________________________________
 HS0291* NAD 83(1986)-  37 49 08.     (N)    121 26 59.     (W)     SCALED    
 HS0291* NAVD 88     -         6.02   (+/-2cm)      19.8    (feet)  VERTCON   
 HS0291  ___________________________________________________________________
 HS0291  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HS0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS0291
 HS0291.The horizontal coordinates were scaled from a topographic map and have
 HS0291.an estimated accuracy of +/- 6 seconds.
 HS0291
 HS0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0291.The vertical order pertains to the NGVD 29 superseded value.
 HS0291
 HS0291.The geoid height was determined by GEOID03.
 HS0291
 HS0291;                    North         East    Units  Estimated Accuracy
 HS0291;SPC CA 3     -   646,800.    1,916,390.      MT  (+/- 180 meters Scaled)
 HS0291
 HS0291                          SUPERSEDED SURVEY CONTROL
 HS0291
 HS0291  NGVD 29 (??/??/92)    5.32   (m)           17.5    (f) COMPUTED    2 0
 HS0291
 HS0291.Superseded values are not recommended for survey control.
 HS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0291.See file dsdata.txt to determine how the superseded data were derived.
 HS0291
 HS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG364868(NAD 83)
 HS0291_MARKER: Q = CHISELED SQUARE
 HS0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0291
 HS0291  HISTORY     - Date     Condition        Report By
 HS0291  HISTORY     - 1951     MONUMENTED       DOD
 HS0291  HISTORY     - 1961     MARK NOT FOUND   NGS
 HS0291
 HS0291                          STATION DESCRIPTION
 HS0291
 HS0291'DESCRIBED BY US DEPARTMENT OF DEFENSE 1951
 HS0291'AT GRANT LINE CANAL BR..
 HS0291'AT THE SOUTHEAST CORNER OF THE GRANT LINE CANAL BRIDGE ON TRACY
 HS0291'ROAD, ON THE NORTHEAST CORNER OF THE SOUTH CONCRETE ABUTMENT, 13
 HS0291'FEET EAST OF THE CENTER LINE OF TRACY ROAD, 14 FEET NORTH OF THE
 HS0291'CENTER LINE OF THE LEVEE ROAD LEADING EAST, 2.6 FEET NORTHEAST OF
 HS0291'THE SOUTH END OF THE EAST STEEL GUARDRAIL, AND SET ABOUT 1/2 FOOT
 HS0291'LOWER THAN THE ROAD.
 HS0291
 HS0291                          STATION RECOVERY (1961)
 HS0291
 HS0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HS0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1191 ***********************************************************************
 HS1191  DESIGNATION -  247.306 USGS
 HS1191  PID         -  HS1191
 HS1191  STATE/COUNTY-  CA/MADERA
 HS1191  USGS QUAD   -  BERENDA (1987)
 HS1191
 HS1191                         *CURRENT SURVEY CONTROL
 HS1191  ___________________________________________________________________
 HS1191* NAD 83(1986)-  37 05 14.     (N)    120 12 39.     (W)     SCALED    
 HS1191* NAVD 88     -        75.92   (+/-2cm)     249.1    (feet)  VERTCON   
 HS1191  ___________________________________________________________________
 HS1191  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS1191  VERT ORDER  -  THIRD (See Below)
 HS1191
 HS1191.The horizontal coordinates were scaled from a topographic map and have
 HS1191.an estimated accuracy of +/- 6 seconds.
 HS1191
 HS1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1191.The vertical order pertains to the NGVD 29 superseded value.
 HS1191
 HS1191.The geoid height was determined by GEOID03.
 HS1191
 HS1191;                    North         East    Units  Estimated Accuracy
 HS1191;SPC CA 3     -   565,210.    2,025,710.      MT  (+/- 180 meters Scaled)
 HS1191
 HS1191                          SUPERSEDED SURVEY CONTROL
 HS1191
 HS1191  NGVD 29 (??/??/??)   75.26   (m)          246.9    (f) RESET       3  
 HS1191
 HS1191.Superseded values are not recommended for survey control.
 HS1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1191.See file dsdata.txt to determine how the superseded data were derived.
 HS1191
 HS1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG479081(NAD 83)
 HS1191_MARKER: P = PIPE CAP
 HS1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1191_STAMPING: 247.306 B 1901
 HS1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1191
 HS1191  HISTORY     - Date     Condition        Report By
 HS1191  HISTORY     - 1901     MONUMENTED       USGS
 HS1191  HISTORY     - 1958     GOOD             NGS
 HS1191
 HS1191                          STATION DESCRIPTION
 HS1191
 HS1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1191'3.6 MI SE FROM CHOWCHILLA.
 HS1191'3.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RIALROAD
 HS1191'FROM THE STATION AT CHOWCHILLA, 0.3 MILE NORTHWEST OF CALIFA,
 HS1191'IN R16E T10S S13, 0.1 MILE SOUTHEAST OF RAILROAD BRIDGE 171.78
 HS1191'OVER THE NORTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 99, 45.7 FEET
 HS1191'NORTHEAST OF THE NORTHEAST RAIL, 44 FEET SOUTHEAST OF A TELEGRAPH
 HS1191'POLE, 31 1/2 FEET SOUTHWEST OF THE CENTER LINE OF FAIRMEAD
 HS1191'BOULEVARD, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2
 HS1191'FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 HS1191'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0258 ***********************************************************************
 DX0258  DESIGNATION -  2470 T
 DX0258  PID         -  DX0258
 DX0258  STATE/COUNTY-  CA/SAN DIEGO
 DX0258  USGS QUAD   -  SANTA YSABEL (1988)
 DX0258
 DX0258                         *CURRENT SURVEY CONTROL
 DX0258  ___________________________________________________________________
 DX0258* NAD 83(1986)-  33 03 57.     (N)    116 45 01.     (W)     SCALED    
 DX0258* NAVD 88     -       753.89   (+/-2cm)    2473.4    (feet)  VERTCON   
 DX0258  ___________________________________________________________________
 DX0258  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DX0258  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0258
 DX0258.The horizontal coordinates were scaled from a topographic map and have
 DX0258.an estimated accuracy of +/- 6 seconds.
 DX0258
 DX0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0258.The vertical order pertains to the NGVD 29 superseded value.
 DX0258
 DX0258.The geoid height was determined by GEOID03.
 DX0258
 DX0258;                    North         East    Units  Estimated Accuracy
 DX0258;SPC CA 6     -   599,830.    1,953,280.      MT  (+/- 180 meters Scaled)
 DX0258
 DX0258                          SUPERSEDED SURVEY CONTROL
 DX0258
 DX0258  NGVD 29 (??/??/??)  753.204  (m)         2471.14   (f) ADJUSTED    1 2
 DX0258
 DX0258.Superseded values are not recommended for survey control.
 DX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0258.See file dsdata.txt to determine how the superseded data were derived.
 DX0258
 DX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS233586(NAD 83)
 DX0258_MARKER: P = PIPE CAP
 DX0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0258_STAMPING: 2470 T
 DX0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0258
 DX0258  HISTORY     - Date     Condition        Report By
 DX0258  HISTORY     - UNK      MONUMENTED       USGS
 DX0258  HISTORY     - 1956     MARK NOT FOUND   NGS
 DX0258  HISTORY     - 1960     MARK NOT FOUND   USGS
 DX0258
 DX0258                          STATION DESCRIPTION
 DX0258
 DX0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0258'6.1 MI SW FROM SANTA YSABEL.
 DX0258'0.2 MILE WEST OF THE ROAD JUNCTION AT BELLENA, AT BELINA SCHOOL, 60
 DX0258'FEET SOUTH OF THE SCHOOL BUILDING, 10 FEET NORTH OF THE NORTH EDGE
 DX0258'OF THE HIGHWAY, AT THE EAST SIDE OF A GATE IN THE SCHOOLYARD, ON
 DX0258'AN EMBANKMENT, AND 6 FEET ABOVE THE HIGHWAY.  A UNITED STATES
 DX0258'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2470 T AND RIVETED ON
 DX0258'THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE LAND HAS BEEN
 DX0258'CUT BACK ABOUT 20 FEET FROM THE HIGHWAY AT THE LOCATION DESCRIBED
 DX0258'AND THE MARK HAS PROBABLY BEEN DESTROYED.
 DX0258
 DX0258                          STATION RECOVERY (1960)
 DX0258
 DX0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DX0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI7591 ***********************************************************************
 AI7591  DESIGNATION -  24755
 AI7591  PID         -  AI7591
 AI7591  STATE/COUNTY-  CA/SAN JOAQUIN
 AI7591  USGS QUAD   -  TRACY (1981)
 AI7591
 AI7591                         *CURRENT SURVEY CONTROL
 AI7591  ___________________________________________________________________
 AI7591* NAD 83(1986)-  37 43 31.     (N)    121 25 10.     (W)     SCALED    
 AI7591* NAVD 88     -        23.415  (meters)      76.82   (feet)  ADJUSTED  
 AI7591  ___________________________________________________________________
 AI7591  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AI7591  DYNAMIC HT  -          23.398 (meters)      76.76  (feet)  COMP
 AI7591  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 AI7591
 AI7591  VERT ORDER  -  FIRST     CLASS II
 AI7591
 AI7591.The horizontal coordinates were scaled from a topographic map and have
 AI7591.an estimated accuracy of +/- 6 seconds.
 AI7591
 AI7591.The orthometric height was determined by differential leveling
 AI7591.and adjusted in July 2002.
 AI7591.No vertical observational check was made to the station.
 AI7591
 AI7591.The geoid height was determined by GEOID03.
 AI7591
 AI7591.The dynamic height is computed by dividing the NAVD 88
 AI7591.geopotential number by the normal gravity value computed on the
 AI7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7591.degrees latitude (g = 980.6199 gals.).
 AI7591
 AI7591.The modeled gravity was interpolated from observed gravity values.
 AI7591
 AI7591;                    North         East    Units  Estimated Accuracy
 AI7591;SPC CA 3     -   636,380.    1,918,950.      MT  (+/- 180 meters Scaled)
 AI7591
 AI7591                          SUPERSEDED SURVEY CONTROL
 AI7591
 AI7591.No superseded survey control is available for this station.
 AI7591
 AI7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG392765(NAD 83)
 AI7591_MARKER: DD = SURVEY DISK
 AI7591_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AI7591_STAMPING: RCE 24755
 AI7591_MARK LOGO: NONE  
 AI7591_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI7591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7591+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2000
 AI7591
 AI7591  HISTORY     - Date     Condition        Report By
 AI7591  HISTORY     - UNK      MONUMENTED       RBNF
 AI7591  HISTORY     - 20000623 GOOD             NGS
 AI7591
 AI7591                          STATION DESCRIPTION
 AI7591
 AI7591'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI7591'IN TRACY, AT THE INTERSECTION OF SCHULTE ROAD AND JORANOLLO DRIVE, 4.7
 AI7591'M (15.4 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AI7591'ROAD, 3.5 M (11.5 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AI7591'OF THE ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND ON THE
 AI7591'EXTENDED CENTERLINE OF THE DRIVE.  NOTE--ACCESS TO THE MONUMENT IS
 AI7591'THROUGH A 12-INCH METAL ACCESS COVER CAST MONUMENT.  THE MONUMENT IS
 AI7591'ON THE ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1413 ***********************************************************************
 EW1413  DESIGNATION -  248.494 C OF LA
 EW1413  PID         -  EW1413
 EW1413  STATE/COUNTY-  CA/LOS ANGELES
 EW1413  USGS QUAD   -  HOLLYWOOD (1994)
 EW1413
 EW1413                         *CURRENT SURVEY CONTROL
 EW1413  ___________________________________________________________________
 EW1413* NAD 83(1986)-  34 03 41.     (N)    118 17 34.     (W)     SCALED    
 EW1413* NAVD 88     -        76.48   (+/-2cm)     250.9    (feet)  VERTCON   
 EW1413  ___________________________________________________________________
 EW1413  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1413  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1413
 EW1413.The horizontal coordinates were scaled from a topographic map and have
 EW1413.an estimated accuracy of +/- 6 seconds.
 EW1413
 EW1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1413.The vertical order pertains to the NGVD 29 superseded value.
 EW1413
 EW1413.The geoid height was determined by GEOID03.
 EW1413
 EW1413;                    North         East    Units  Estimated Accuracy
 EW1413;SPC CA 5     -   562,310.    1,972,970.      MT  (+/- 180 meters Scaled)
 EW1413
 EW1413                          SUPERSEDED SURVEY CONTROL
 EW1413
 EW1413  NGVD 29 (??/??/92)   75.71   (m)          248.4    (f) COMPUTED    1 2
 EW1413
 EW1413.Superseded values are not recommended for survey control.
 EW1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1413.See file dsdata.txt to determine how the superseded data were derived.
 EW1413
 EW1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806697(NAD 83)
 EW1413_MARKER: DD = SURVEY DISK
 EW1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1413_SP_SET: CURB
 EW1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1413
 EW1413  HISTORY     - Date     Condition        Report By
 EW1413  HISTORY     - UNK      MONUMENTED       CA1980
 EW1413  HISTORY     - 1945     GOOD             NGS
 EW1413
 EW1413                          STATION DESCRIPTION
 EW1413
 EW1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1413'AT LOS ANGELES.
 EW1413'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1413'NEW HAMPSHIRE AVENUE.  LOCATED IN THE SOUTH CURB OF WILSHIRE
 EW1413'BOULEVARD, AND 28.3 FEET EAST OF THE EAST CURB OF NEW HAMPSHIRE
 EW1413'AVENUE (PROJECTED CURB LINE).  CUT SPIKE NEARLY FLUSH WITH
 EW1413'CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1198 ***********************************************************************
 HS1198  DESIGNATION -  248.818 USGS
 HS1198  PID         -  HS1198
 HS1198  STATE/COUNTY-  CA/MADERA
 HS1198  USGS QUAD   -  BERENDA (1987)
 HS1198
 HS1198                         *CURRENT SURVEY CONTROL
 HS1198  ___________________________________________________________________
 HS1198* NAD 83(1986)-  37 01 31.     (N)    120 08 08.     (W)     SCALED    
 HS1198* NAVD 88     -        76.42   (+/-2cm)     250.7    (feet)  VERTCON   
 HS1198  ___________________________________________________________________
 HS1198  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HS1198  VERT ORDER  -  THIRD (See Below)
 HS1198
 HS1198.The horizontal coordinates were scaled from a topographic map and have
 HS1198.an estimated accuracy of +/- 6 seconds.
 HS1198
 HS1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1198.The vertical order pertains to the NGVD 29 superseded value.
 HS1198
 HS1198.The geoid height was determined by GEOID03.
 HS1198
 HS1198;                    North         East    Units  Estimated Accuracy
 HS1198;SPC CA 3     -   558,360.    2,032,430.      MT  (+/- 180 meters Scaled)
 HS1198
 HS1198                          SUPERSEDED SURVEY CONTROL
 HS1198
 HS1198  NGVD 29 (??/??/??)   75.73   (m)          248.5    (f) RESET       3  
 HS1198
 HS1198.Superseded values are not recommended for survey control.
 HS1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1198.See file dsdata.txt to determine how the superseded data were derived.
 HS1198
 HS1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG548015(NAD 83)
 HS1198_MARKER: P = PIPE CAP
 HS1198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1198_STAMPING: 248.818 B 1901
 HS1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1198
 HS1198  HISTORY     - Date     Condition        Report By
 HS1198  HISTORY     - 1901     MONUMENTED       USGS
 HS1198  HISTORY     - 1958     GOOD             NGS
 HS1198
 HS1198                          STATION DESCRIPTION
 HS1198
 HS1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1198'5.9 MI NW FROM MADERA.
 HS1198'5.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1198'FROM THE STATION AT MADERA, IN R17E T10S S32, 0.05 MILE SOUTHEAST
 HS1198'OF THE Y JUNCTION OF U.S. HIGHWAY 99 AND AVENUE 19, 115.3 FEET
 HS1198'NORTHWEST OF THE NORTHEAST END OF 12-INCH CORRUGATED METAL PIPE
 HS1198'CULVERT B-254+70, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 31
 HS1198'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANES
 HS1198'OF U.S. HIGHWAY 99, 16.7 FEET SOUTHEAST OF A STEEL RAIL RAILROAD
 HS1198'RIGHT-OF-WAY MARKER, 1.1 FEET SOUTHWEST OF A WITNESS POST, 2 FEET
 HS1198'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 HS1198'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2234 ***********************************************************************
 EV2234  DESIGNATION -  2483
 EV2234  PID         -  EV2234
 EV2234  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2234  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2234
 EV2234                         *CURRENT SURVEY CONTROL
 EV2234  ___________________________________________________________________
 EV2234* NAD 83(1986)-  34 59 36.     (N)    117 33 51.     (W)     SCALED    
 EV2234* NAVD 88     -       757.587  (meters)    2485.52   (feet)  ADJUSTED  
 EV2234  ___________________________________________________________________
 EV2234  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2234  DYNAMIC HT  -         756.731 (meters)    2482.71  (feet)  COMP
 EV2234  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 EV2234
 EV2234  VERT ORDER  -  FIRST     CLASS I
 EV2234
 EV2234.The horizontal coordinates were scaled from a topographic map and have
 EV2234.an estimated accuracy of +/- 6 seconds.
 EV2234
 EV2234.The orthometric height was determined by differential leveling
 EV2234.and adjusted in June 1991.
 EV2234
 EV2234.The geoid height was determined by GEOID03.
 EV2234
 EV2234.The dynamic height is computed by dividing the NAVD 88
 EV2234.geopotential number by the normal gravity value computed on the
 EV2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2234.degrees latitude (g = 980.6199 gals.).
 EV2234
 EV2234.The modeled gravity was interpolated from observed gravity values.
 EV2234
 EV2234;                    North         East    Units  Estimated Accuracy
 EV2234;SPC CA 5     -   665,740.    2,039,790.      MT  (+/- 180 meters Scaled)
 EV2234
 EV2234                          SUPERSEDED SURVEY CONTROL
 EV2234
 EV2234  NGVD 29 (??/??/92)  756.790  (m)         2482.90   (f) ADJ UNCH    1 1
 EV2234
 EV2234.Superseded values are not recommended for survey control.
 EV2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2234.See file dsdata.txt to determine how the superseded data were derived.
 EV2234
 EV2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU485724(NAD 83)
 EV2234_MARKER: P = PIPE CAP
 EV2234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2234_STAMPING: 2483 B 13 1906
 EV2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2234
 EV2234  HISTORY     - Date     Condition        Report By
 EV2234  HISTORY     - 1906     MONUMENTED       USGS
 EV2234  HISTORY     - 1961     GOOD             NGS
 EV2234  HISTORY     - 1973     GOOD             NGS
 EV2234  HISTORY     - 1977     GOOD             NGS
 EV2234  HISTORY     - 19950405 MARK NOT FOUND   NGS
 EV2234
 EV2234                          STATION DESCRIPTION
 EV2234
 EV2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2234'5 MI E FROM BORON.
 EV2234'5.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV2234'THE STATION AT BORON, 2 POLES WEST AND ACROSS THE TRACK FROM
 EV2234'MILEPOST 779, 39.9 FEET SOUTH OF THE SOUTH RAIL, 5 1/2 FEET WEST
 EV2234'OF TELEPHONE POLE 189/2, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT
 EV2234'2 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A
 EV2234'3 1/2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
 EV2234
 EV2234                          STATION RECOVERY (1973)
 EV2234
 EV2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2234'RECOVERED IN GOOD CONDITION.
 EV2234
 EV2234                          STATION RECOVERY (1977)
 EV2234
 EV2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2234'RECOVERED IN GOOD CONDITION.
 EV2234
 EV2234                          STATION RECOVERY (1995)
 EV2234
 EV2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DW)
 EV2234'THIS IS GRAVTY BASE STATION 'BREECHERS CORNER', C 296.  AREA IS NOW
 EV2234'KNOWN AS KRAMER JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0323 ***********************************************************************
 FU0323  DESIGNATION -  249 A CADWR
 FU0323  PID         -  FU0323
 FU0323  STATE/COUNTY-  CA/KERN
 FU0323  USGS QUAD   -  METTLER (1992)
 FU0323
 FU0323                         *CURRENT SURVEY CONTROL
 FU0323  ___________________________________________________________________
 FU0323* NAD 83(1986)-  35 00 34.     (N)    118 59 10.     (W)     SCALED    
 FU0323* NAVD 88     -       372.40   (+/-2cm)    1221.8    (feet)  VERTCON   
 FU0323  ___________________________________________________________________
 FU0323  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FU0323  VERT ORDER  -  THIRD (See Below)
 FU0323
 FU0323.The horizontal coordinates were scaled from a topographic map and have
 FU0323.an estimated accuracy of +/- 6 seconds.
 FU0323
 FU0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0323.The vertical order pertains to the NGVD 29 superseded value.
 FU0323
 FU0323.The geoid height was determined by GEOID03.
 FU0323
 FU0323;                    North         East    Units  Estimated Accuracy
 FU0323;SPC CA 5     -   667,880.    1,910,000.      MT  (+/- 180 meters Scaled)
 FU0323
 FU0323                          SUPERSEDED SURVEY CONTROL
 FU0323
 FU0323  NGVD 29 (??/??/??)  371.62   (m)         1219.2    (f) RESET       3  
 FU0323
 FU0323.Superseded values are not recommended for survey control.
 FU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0323.See file dsdata.txt to determine how the superseded data were derived.
 FU0323
 FU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU187758(NAD 83)
 FU0323_MARKER: DD = SURVEY DISK
 FU0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0323_STAMPING: BM 249 A 1964
 FU0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0323+STABILITY: SURFACE MOTION
 FU0323
 FU0323  HISTORY     - Date     Condition        Report By
 FU0323  HISTORY     - 1964     MONUMENTED       CADWR
 FU0323  HISTORY     - 1964     GOOD             NGS
 FU0323  HISTORY     - 1975     MARK NOT FOUND   NGS
 FU0323
 FU0323                          STATION DESCRIPTION
 FU0323
 FU0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU0323'4.5 MI W FROM WHEELER RIDGE.
 FU0323'0.7 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0323'WHEELER RIDGE, THENCE 0.4 MILE WEST ACROSS COUNTRY, THENCE 2.25
 FU0323'MILES WEST ALONG A PRIVATE ASPHALT ROAD, THENCE 0.1 MILE NORTHWEST
 FU0323'ALONG AN ASPHALT ROAD, THENCE 0.45 MILES NORTH ALONG A DIRT
 FU0323'ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, 169 FEET
 FU0323'WEST OF THE CENTER OF A CATTLEGUARD, 6 FEET SOUTH OF A FENCE
 FU0323'CORNER POST, 1.5 FEET EAST OF A FENCE, 2.0 FEET WEST OF A
 FU0323'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FU0323'THE GROUND.
 FU0323
 FU0323                          STATION RECOVERY (1975)
 FU0323
 FU0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0200 ***********************************************************************
 DY0200  DESIGNATION -  249 UPRR
 DY0200  PID         -  DY0200
 DY0200  STATE/COUNTY-  CA/LOS ANGELES
 DY0200  USGS QUAD   -  LONG BEACH (1981)
 DY0200
 DY0200                         *CURRENT SURVEY CONTROL
 DY0200  ___________________________________________________________________
 DY0200* NAD 83(1986)-  33 45 36.     (N)    118 14 06.     (W)     SCALED    
 DY0200* NAVD 88     -         0.66   (+/-2cm)       2.2    (feet)  VERTCON   
 DY0200  ___________________________________________________________________
 DY0200  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0200  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0200
 DY0200.The horizontal coordinates were scaled from a topographic map and have
 DY0200.an estimated accuracy of +/- 6 seconds.
 DY0200
 DY0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0200.The vertical order pertains to the NGVD 29 superseded value.
 DY0200
 DY0200.The geoid height was determined by GEOID03.
 DY0200
 DY0200;                    North         East    Units  Estimated Accuracy
 DY0200;SPC CA 5     -   528,870.    1,978,230.      MT  (+/- 180 meters Scaled)
 DY0200
 DY0200                          SUPERSEDED SURVEY CONTROL
 DY0200
 DY0200  NGVD 29 (??/??/92)   -0.152  (m)           -0.50   (f) ADJ UNCH    1 2
 DY0200
 DY0200.Superseded values are not recommended for survey control.
 DY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0200.See file dsdata.txt to determine how the superseded data were derived.
 DY0200
 DY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT856362(NAD 83)
 DY0200_MARKER: DD = SURVEY DISK
 DY0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0200_STAMPING: 249 RE 164
 DY0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0200+STABILITY: SURFACE MOTION
 DY0200
 DY0200  HISTORY     - Date     Condition        Report By
 DY0200  HISTORY     - UNK      MONUMENTED       UPRR
 DY0200  HISTORY     - 1946     GOOD             NGS
 DY0200  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0200
 DY0200                          STATION DESCRIPTION
 DY0200
 DY0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0200'AT LONG BEACH.
 DY0200'ON TERMINAL ISLAND, ABOUT 0.35 MILE EAST OF HENRY FORD AVENUE
 DY0200'(EAST ALONG SEASIDE AVENUE), ABOUT 150 FEET (GUESSED) NORTH
 DY0200'OF SEASIDE AVENUE, 49.9 FEET NORTHEAST OF UNION PACIFIC OIL WELL
 DY0200'246 (MEASURED FROM THE NORTHEAST CORNER OF THE FOUNDATION BLOCK
 DY0200'OF THE DERRICK), 111.6 FEET EAST OF A PROLONGATION OF THE
 DY0200'CENTERLINE OF GATE 3, 60.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 DY0200'TRACK AND ABOUT 1.0 FOOT SOUTH OF A WHITE RAILROAD PROPERTY
 DY0200'LINE POST AND ABOUT 3.5 FEET LOWER THAN THE TRACK AND ABOUT
 DY0200'1.8 FEET LOWER THAN GROUND LEVEL.  A UNION PACIFIC RAILROAD
 DY0200'STANDARD DISK, STAMPED 249 RE 164 AND SET IN THE TOP OF A
 DY0200'CONCRETE POST.
 DY0200
 DY0200                          STATION RECOVERY (1954)
 DY0200
 DY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1194 ***********************************************************************
 HS1194  HT_MOD      -  This is a Height Modernization Survey Station.
 HS1194  DESIGNATION -  249.835 USGS
 HS1194  PID         -  HS1194
 HS1194  STATE/COUNTY-  CA/MADERA
 HS1194  USGS QUAD   -  BERENDA (1987)
 HS1194
 HS1194                         *CURRENT SURVEY CONTROL
 HS1194  ___________________________________________________________________
 HS1194* NAD 83(2007)-  37 03 22.53658(N)    120 10 23.38027(W)     ADJUSTED  
 HS1194* NAVD 88     -        76.71   (meters)     251.7    (feet)  GPS OBS   
 HS1194  ___________________________________________________________________
 HS1194  EPOCH DATE  -        2007.00
 HS1194  X           -  -2,561,461.146 (meters)                     COMP
 HS1194  Y           -  -4,405,776.674 (meters)                     COMP
 HS1194  Z           -   3,822,404.311 (meters)                     COMP
 HS1194  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 HS1194  ELLIP HEIGHT-          44.136 (meters)          (02/10/07) ADJUSTED
 HS1194  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HS1194
 HS1194  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HS1194  Type    PID    Designation                      North   East  Ellip
 HS1194  -------------------------------------------------------------------
 HS1194  NETWORK HS1194 249.835 USGS                      2.10   2.06   5.15
 HS1194  -------------------------------------------------------------------
 HS1194
 HS1194.The horizontal coordinates were established by GPS observations
 HS1194.and adjusted by the National Geodetic Survey in February 2007.
 HS1194
 HS1194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HS1194.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HS1194.The horizontal coordinates are valid at the epoch date displayed above.
 HS1194.The epoch date for horizontal control is a decimal equivalence
 HS1194.of Year/Month/Day.
 HS1194
 HS1194.The orthometric height was determined by GPS observations and a
 HS1194.high-resolution geoid model.
 HS1194.The orthometric height was determined by GPS observations and a
 HS1194.high-resolution geoid model using precise GPS observation and
 HS1194.processing techniques.
 HS1194
 HS1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HS1194
 HS1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS1194
 HS1194.The ellipsoidal height was determined by GPS observations
 HS1194.and is referenced to NAD 83.
 HS1194
 HS1194.The geoid height was determined by GEOID03.
 HS1194
 HS1194;                    North         East     Units Scale Factor Converg.
 HS1194;SPC CA 3     -   561,785.587 2,029,071.025   MT  1.00000217   +0 12 00.4
 HS1194;SPC CA 3     - 1,843,124.88  6,657,043.85   sFT  1.00000217   +0 12 00.4
 HS1194;UTM  10      - 4,104,851.885   751,363.733   MT  1.00037843   +1 42 15.6
 HS1194
 HS1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS1194!SPC CA 3     -   0.99999307  x   1.00000217  =   0.99999524
 HS1194!UTM  10      -   0.99999307  x   1.00037843  =   1.00037150
 HS1194
 HS1194                          SUPERSEDED SURVEY CONTROL
 HS1194
 HS1194  NAD 83(1998)-  37 03 22.53574(N)    120 10 23.38029(W) AD(2004.50) B
 HS1194  ELLIP H (06/30/05)   44.157  (m)                       GP(       ) 4 1
 HS1194  NGVD 29 (??/??/??)   76.05   (m)          249.5    (f) RESET       3  
 HS1194
 HS1194.Superseded values are not recommended for survey control.
 HS1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1194.See file dsdata.txt to determine how the superseded data were derived.
 HS1194
 HS1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG5136404852(NAD 83)
 HS1194_MARKER: DD = SURVEY DISK
 HS1194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1194_STAMPING: 249.835 BB 1901
 HS1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS1194+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 HS1194
 HS1194  HISTORY     - Date     Condition        Report By
 HS1194  HISTORY     - 1901     MONUMENTED       USGS
 HS1194  HISTORY     - 1958     GOOD             NGS
 HS1194  HISTORY     - 20040901 GOOD             CSRC
 HS1194
 HS1194                          STATION DESCRIPTION
 HS1194
 HS1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1194'6.5 MI SE FROM CHOWCHILLA.
 HS1194'6.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1194'FROM THE STATION AT CHOWCHILLA, IN R16E T10S S13, 8 POLES
 HS1194'NORTHWEST OF MILEPOLE 175, 47.0 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HS1194'31 FEET SOUTHWEST OF THE CENTER LINE OF FAIRMEAD BOULEVARD, 11 FEET
 HS1194'NORTH OF TELEGRAPH POLE 50 G4, 1.3 FEET SOUTHWEST OF A WITNESS
 HS1194'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP
 HS1194'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HS1194
 HS1194                          STATION RECOVERY (2004)
 HS1194
 HS1194'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 HS1194'STATION IS LOCATED SOUTH OF CHOWCHILLA IN FAIRMEAD.  TO REACH FROM
 HS1194'INTERSECTION OF HWY 99 AND AVE. 20,  GO EAST 0.2 KM (0.15 MILES) ON
 HS1194'AVE. 20 TO  FAIRMEAD BLVD. GO LEFT (NORTHEAST) ON FAIRMEAD BLVD. 1.9
 HS1194'KM (1.15 MILES) TO THE STATION ON  THE LEFT.  STATION IS LOCATED 14.3
 HS1194'M (46.8 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 3.4 M (11.2
 HS1194'FT) FROM A TELEGRAPH POLE, AND 8.5 M (28.0 FT) WEST OF THE CENTERLINE
 HS1194'OF THE ROAD.  THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN
 HS1194'VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0819 ***********************************************************************
 FV0819  DESIGNATION -  2495 USGS
 FV0819  PID         -  FV0819
 FV0819  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0819  USGS QUAD   -  POZO SUMMIT (1967)
 FV0819
 FV0819                         *CURRENT SURVEY CONTROL
 FV0819  ___________________________________________________________________
 FV0819* NAD 83(1986)-  35 21 19.     (N)    120 15 10.     (W)     SCALED    
 FV0819* NAVD 88     -       761.846  (meters)    2499.49   (feet)  ADJUSTED  
 FV0819  ___________________________________________________________________
 FV0819  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 FV0819  DYNAMIC HT  -         761.064 (meters)    2496.92  (feet)  COMP
 FV0819  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 FV0819
 FV0819  VERT ORDER  -  FIRST     CLASS I
 FV0819
 FV0819.The horizontal coordinates were scaled from a topographic map and have
 FV0819.an estimated accuracy of +/- 6 seconds.
 FV0819
 FV0819.The orthometric height was determined by differential leveling
 FV0819.and adjusted in June 1991.
 FV0819
 FV0819.The geoid height was determined by GEOID03.
 FV0819
 FV0819.The dynamic height is computed by dividing the NAVD 88
 FV0819.geopotential number by the normal gravity value computed on the
 FV0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0819.degrees latitude (g = 980.6199 gals.).
 FV0819
 FV0819.The modeled gravity was interpolated from observed gravity values.
 FV0819
 FV0819;                    North         East    Units  Estimated Accuracy
 FV0819;SPC CA 5     -   708,100.    1,795,260.      MT  (+/- 180 meters Scaled)
 FV0819
 FV0819                          SUPERSEDED SURVEY CONTROL
 FV0819
 FV0819  NGVD 29 (??/??/92)  760.966  (m)         2496.60   (f) ADJ UNCH    1 1
 FV0819
 FV0819.Superseded values are not recommended for survey control.
 FV0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0819.See file dsdata.txt to determine how the superseded data were derived.
 FV0819
 FV0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE496159(NAD 83)
 FV0819_MARKER: P = PIPE CAP
 FV0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0819_STAMPING: 2495
 FV0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0819
 FV0819  HISTORY     - Date     Condition        Report By
 FV0819  HISTORY     - UNK      MONUMENTED       USGS
 FV0819  HISTORY     - 1957     GOOD             NGS
 FV0819  HISTORY     - 1970     GOOD             USGS
 FV0819  HISTORY     - 1977     GOOD             NGS
 FV0819  HISTORY     - 20080406 GOOD             INDIV
 FV0819
 FV0819                          STATION DESCRIPTION
 FV0819
 FV0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0819'13 MI NE FROM POZO.
 FV0819'13.0 MILES NORTHEAST ALONG SANTA MARGARITA MOUNTAIN ROAD FROM THE
 FV0819'POZO GUARD STATION AT POZO, IN R16E T29S, IN THE SOUTHWEST
 FV0819'QUARTER OF SECTION 34, AT LA PANZA SUMMIT, AT THE JUNCTION OF A
 FV0819'FOREST SERVICE ROAD LEADING SOUTH TO QUEEN BEE CAMP, 52 FEET WEST
 FV0819'(SLOPE MEASUREMENT) OF THE CENTER LINE OF THE ROAD LEADING
 FV0819'SOUTH, 31 1/2 FEET SOUTH (SLOPE MEASUREMENT) OF THE CENTER LINE
 FV0819'OF SANTA MARGARITA MOUNTAIN ROAD, 1.0 FOOT NORTH OF A WITNESS
 FV0819'POST, ABOUT 10 FEET HIGHER THAN THE ROADS, AND FASTENED ON THE
 FV0819'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
 FV0819'GROUND.
 FV0819
 FV0819                          STATION RECOVERY (1970)
 FV0819
 FV0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FV0819'RECOVERED IN GOOD CONDITION.
 FV0819
 FV0819                          STATION RECOVERY (1977)
 FV0819
 FV0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0819'1.4 MILES NORTHEAST ALONG POZO ROAD FROM A BRIDGE OVER POZO CREEK,
 FV0819'THENCE 11.6 MILES NORTHEAST ALONG POZO-LA PANZA ROAD, AT LA PANZA
 FV0819'SUMMIT, AT THE JUNCTION OF A FOREST SERVICE ROAD LEADING SOUTH TO
 FV0819'A CAMP, 52 FT. SOUTH OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 FV0819'31.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD. A BRONZE CAP SECURED
 FV0819'TO THE TOP OF A 3.5-INCH IRON PIPE WHICH PROJECTS 1 FT. ABOVE THE
 FV0819'GROUND.
 FV0819
 FV0819                          STATION RECOVERY (2008)
 FV0819
 FV0819'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TCC)
 FV0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0345 ***********************************************************************
 GS0345  DESIGNATION -  2496
 GS0345  PID         -  GS0345
 GS0345  STATE/COUNTY-  CA/INYO
 GS0345  USGS QUAD   -  JAIL CANYON (1988)
 GS0345
 GS0345                         *CURRENT SURVEY CONTROL
 GS0345  ___________________________________________________________________
 GS0345* NAD 83(1986)-  36 13 53.     (N)    117 14 57.     (W)     SCALED    
 GS0345* NAVD 88     -       761.106  (meters)    2497.06   (feet)  ADJUSTED  
 GS0345  ___________________________________________________________________
 GS0345  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 GS0345  DYNAMIC HT  -         760.293 (meters)    2494.39  (feet)  COMP
 GS0345  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 GS0345
 GS0345  VERT ORDER  -  FIRST     CLASS II
 GS0345
 GS0345.The horizontal coordinates were scaled from a topographic map and have
 GS0345.an estimated accuracy of +/- 6 seconds.
 GS0345
 GS0345.The orthometric height was determined by differential leveling
 GS0345.and adjusted in June 1991.
 GS0345
 GS0345.The geoid height was determined by GEOID03.
 GS0345
 GS0345.The dynamic height is computed by dividing the NAVD 88
 GS0345.geopotential number by the normal gravity value computed on the
 GS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0345.degrees latitude (g = 980.6199 gals.).
 GS0345
 GS0345.The modeled gravity was interpolated from observed gravity values.
 GS0345
 GS0345;                    North         East    Units  Estimated Accuracy
 GS0345;SPC CA 4     -   601,080.    2,157,390.      MT  (+/- 180 meters Scaled)
 GS0345
 GS0345                          SUPERSEDED SURVEY CONTROL
 GS0345
 GS0345  NGVD 29 (??/??/??)  760.182  (m)         2494.03   (f) ADJUSTED    1 2
 GS0345
 GS0345.Superseded values are not recommended for survey control.
 GS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0345.See file dsdata.txt to determine how the superseded data were derived.
 GS0345
 GS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA776096(NAD 83)
 GS0345_MARKER: P = PIPE CAP
 GS0345_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0345_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0345_STAMPING: B 1907 2496
 GS0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0345
 GS0345  HISTORY     - Date     Condition        Report By
 GS0345  HISTORY     - 1907     MONUMENTED       USGS
 GS0345  HISTORY     - 1933     GOOD             NGS
 GS0345
 GS0345                          STATION DESCRIPTION
 GS0345
 GS0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0345'3 MI SW FROM WILDROSE.
 GS0345'ABOUT 3 MILES SOUTHWEST ALONG A COUNTY ROAD FROM WILDROSE, INYO
 GS0345'COUNTY, AND 20 FEET EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL
 GS0345'SURVEY STANDARD CAP, STAMPED B 1907 2496 AND RIVETED ON THE TOP
 GS0345'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6801 ***********************************************************************
 EW6801  TIDAL BM    -  This is a Tidal Bench Mark.
 EW6801  DESIGNATION -  25
 EW6801  PID         -  EW6801
 EW6801  STATE/COUNTY-  CA/VENTURA
 EW6801  USGS QUAD   -  PITAS POINT (1967)
 EW6801
 EW6801                         *CURRENT SURVEY CONTROL
 EW6801  ___________________________________________________________________
 EW6801* NAD 83(1986)-  34 21 24.     (N)    119 26 30.     (W)     SCALED    
 EW6801* NAVD 88     -        11.119  (meters)      36.48   (feet)  ADJUSTED  
 EW6801  ___________________________________________________________________
 EW6801  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EW6801  DYNAMIC HT  -          11.108 (meters)      36.44  (feet)  COMP
 EW6801  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 EW6801
 EW6801  VERT ORDER  -  FIRST     CLASS I
 EW6801
 EW6801.The horizontal coordinates were scaled from a topographic map and have
 EW6801.an estimated accuracy of +/- 6 seconds.
 EW6801
 EW6801.The orthometric height was determined by differential leveling
 EW6801.and adjusted in June 1991.
 EW6801.WARNING-Repeat measurements at this control monument indicate possible
 EW6801.vertical movement.
 EW6801
 EW6801.This Tidal Bench Mark is designated as VM 3120
 EW6801.by the Center for Operational Oceanographic Products and Services.
 EW6801
 EW6801.The geoid height was determined by GEOID03.
 EW6801
 EW6801.The dynamic height is computed by dividing the NAVD 88
 EW6801.geopotential number by the normal gravity value computed on the
 EW6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6801.degrees latitude (g = 980.6199 gals.).
 EW6801
 EW6801.The modeled gravity was interpolated from observed gravity values.
 EW6801
 EW6801;                    North         East    Units  Estimated Accuracy
 EW6801;SPC CA 5     -   595,980.    1,867,380.      MT  (+/- 180 meters Scaled)
 EW6801
 EW6801                          SUPERSEDED SURVEY CONTROL
 EW6801
 EW6801  NGVD 29 (??/??/92)   10.337  (m)           33.91   (f) ADJ UNCH    1 1
 EW6801
 EW6801.Superseded values are not recommended for survey control.
 EW6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6801.See file dsdata.txt to determine how the superseded data were derived.
 EW6801
 EW6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU754044(NAD 83)
 EW6801_MARKER: DD = SURVEY DISK
 EW6801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6801_SP_SET: CONCRETE POST
 EW6801_STAMPING: USCE NO 25 1966
 EW6801_MARK LOGO: USE   
 EW6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6801+STABILITY: SURFACE MOTION
 EW6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6801+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW6801
 EW6801  HISTORY     - Date     Condition        Report By
 EW6801  HISTORY     - 1966     MONUMENTED       USE
 EW6801  HISTORY     - 1977     GOOD             NGS
 EW6801  HISTORY     - 19890327 GOOD             NGS
 EW6801
 EW6801                          STATION DESCRIPTION
 EW6801
 EW6801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6801'5.7 MI SE FROM CARPINTERIA.
 EW6801'5.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6801'STATION AT CARPINTERIA, ONE POLE WEST OF MILEPOLE 387, 10.5 FT.
 EW6801'SOUTH OF SOUTH RAIL, 38 FT. NORTH OF NORTH EDGE OF HIGHWAY 101,
 EW6801'306 FT. WEST OF BENCH MARK H 1048.
 EW6801
 EW6801                          STATION RECOVERY (1989)
 EW6801
 EW6801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6801'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.3 KM
 EW6801'(5.80 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6801'JUNCTION OF LINDEN AVENUE IN CARPINTERIA.  ADD--2.7 M (8.9 FT) WEST OF
 EW6801'A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5270 ***********************************************************************
 EW5270  DESIGNATION -  25
 EW5270  PID         -  EW5270
 EW5270  STATE/COUNTY-  CA/VENTURA
 EW5270  USGS QUAD   -  SATICOY (1967)
 EW5270
 EW5270                         *CURRENT SURVEY CONTROL
 EW5270  ___________________________________________________________________
 EW5270* NAD 83(1986)-  34 15 45.     (N)    119 10 38.     (W)     SCALED    
 EW5270* NAVD 88     -        48.751  (meters)     159.94   (feet)  ADJUSTED  
 EW5270  ___________________________________________________________________
 EW5270  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EW5270  DYNAMIC HT  -          48.699 (meters)     159.77  (feet)  COMP
 EW5270  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 EW5270
 EW5270  VERT ORDER  -  FIRST     CLASS I
 EW5270
 EW5270.The horizontal coordinates were scaled from a topographic map and have
 EW5270.an estimated accuracy of +/- 6 seconds.
 EW5270
 EW5270.The orthometric height was determined by differential leveling
 EW5270.and adjusted in June 1991.
 EW5270
 EW5270.The geoid height was determined by GEOID03.
 EW5270
 EW5270.The dynamic height is computed by dividing the NAVD 88
 EW5270.geopotential number by the normal gravity value computed on the
 EW5270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5270.degrees latitude (g = 980.6199 gals.).
 EW5270
 EW5270.The modeled gravity was interpolated from observed gravity values.
 EW5270
 EW5270;                    North         East    Units  Estimated Accuracy
 EW5270;SPC CA 5     -   585,220.    1,891,590.      MT  (+/- 180 meters Scaled)
 EW5270
 EW5270                          SUPERSEDED SURVEY CONTROL
 EW5270
 EW5270  NGVD 29 (??/??/92)   48.002  (m)          157.49   (f) ADJ UNCH    1 1
 EW5270
 EW5270.Superseded values are not recommended for survey control.
 EW5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5270.See file dsdata.txt to determine how the superseded data were derived.
 EW5270
 EW5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT995934(NAD 83)
 EW5270_MARKER: DD = SURVEY DISK
 EW5270_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW5270_SP_SET: CURB
 EW5270_STAMPING: E 25-100
 EW5270_MARK LOGO: CA4027
 EW5270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5270+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1989
 EW5270
 EW5270  HISTORY     - Date     Condition        Report By
 EW5270  HISTORY     - UNK      MONUMENTED       CA4027
 EW5270  HISTORY     - 1969     GOOD             CA4027
 EW5270  HISTORY     - 1977     GOOD             NGS
 EW5270  HISTORY     - 19890419 GOOD             NGS
 EW5270  HISTORY     - 19960107 GOOD             USPSQD
 EW5270
 EW5270                          STATION DESCRIPTION
 EW5270
 EW5270'DESCRIBED BY CITY OF VENTURA CALIFORNIA 1969
 EW5270'AT MONTALVO.
 EW5270'262 FT N ALONG MONTGOMERY AVENUE FROM THE CENTER OF SOUTHERN
 EW5270'PACIFIC RR, 39.5 FEET E FROM THE CENTER OF MONTGOMERY AVENUE,
 EW5270'AND IN THE MIDDLE OF A CONCRETE CURB RETURN AT THE NE CORNER
 EW5270'OF THE INTERSECTION, A STANDARD CITY OF VENTURA BENCH MARK
 EW5270'MONUMENT STAMPED CITY OF SAN BUENAVENTURA BENCH MARK.
 EW5270
 EW5270                          STATION RECOVERY (1977)
 EW5270
 EW5270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5270'RECOVERED IN GOOD CONDITION.
 EW5270
 EW5270                          STATION RECOVERY (1989)
 EW5270
 EW5270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5270'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, ADD IN THE
 EW5270'CITY OF SAN BUENAVENTURA, ADD 7.7 M (25.3 FT) NORTH OF THE CENTER OF
 EW5270'NEATH STREET, ADD 0.2 M (0.7 FT) ABOVE THE STREET SURFACE
 EW5270
 EW5270                          STATION RECOVERY (1996)
 EW5270
 EW5270'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0809 ***********************************************************************
 HR0809  DESIGNATION -  25
 HR0809  PID         -  HR0809
 HR0809  STATE/COUNTY-  CA/TUOLUMNE
 HR0809  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0809
 HR0809                         *CURRENT SURVEY CONTROL
 HR0809  ___________________________________________________________________
 HR0809* NAD 83(1986)-  37 56 50.     (N)    119 47 16.     (W)     SCALED    
 HR0809* NAVD 88     -      1163.33   (+/-2cm)    3816.7    (feet)  VERTCON   
 HR0809  ___________________________________________________________________
 HR0809  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HR0809  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0809
 HR0809.The horizontal coordinates were scaled from a topographic map and have
 HR0809.an estimated accuracy of +/- 6 seconds.
 HR0809
 HR0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0809.The vertical order pertains to the NGVD 29 superseded value.
 HR0809
 HR0809.The geoid height was determined by GEOID03.
 HR0809
 HR0809;                    North         East    Units  Estimated Accuracy
 HR0809;SPC CA 3     -   660,850.    2,062,600.      MT  (+/- 180 meters Scaled)
 HR0809
 HR0809                          SUPERSEDED SURVEY CONTROL
 HR0809
 HR0809  NGVD 29 (??/??/92) 1162.282  (m)         3813.25   (f) ADJ UNCH    1 2
 HR0809
 HR0809.Superseded values are not recommended for survey control.
 HR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0809.See file dsdata.txt to determine how the superseded data were derived.
 HR0809
 HR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC550036(NAD 83)
 HR0809_MARKER: Z = SEE DESCRIPTION
 HR0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HR0809_SP_SET: DAM
 HR0809_STAMPING: 25
 HR0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0809+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2008
 HR0809
 HR0809  HISTORY     - Date     Condition        Report By
 HR0809  HISTORY     - UNK      MONUMENTED       HHWS
 HR0809  HISTORY     - 1956     GOOD             NGS
 HR0809  HISTORY     - 20080718 GOOD             GEOCAC
 HR0809
 HR0809                          STATION DESCRIPTION
 HR0809
 HR0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0809'AT O SHAUGHNESSY DAM.
 HR0809'AT O SHAUGHNESSY DAM, IN THE TOP OF THE APPROXIMATE CENTER OF
 HR0809'THE DAM, 10.2 FEET SOUTHWEST OF THE SOUTH CORNER OF A 7- BY
 HR0809'4-FOOT CONCRETE BLOCK SUPPORTING TWO BRONZE PLAQUES COMMEMORATING
 HR0809'O SHAUGHNESSY DAM, 10 FEET NORTHEAST OF THE CENTER LINE OF THE
 HR0809'CONCRETE ROAD ACROSS THE DAM, 2.0 FEET SOUTH OF THE NORTHWEST
 HR0809'CORNER OF A HATCH COVER ON SUPPLY WELL NO. 2, AND FLUSH WITH THE
 HR0809'ROAD.
 HR0809
 HR0809                          STATION RECOVERY (2008)
 HR0809
 HR0809'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 HR0809'THERE ARE NOW FOUR BRONZE PLAQUES ON THE NORTHEASTERLY PROTECTIVE
 HR0809'CONCRETE SIDE RAIL OF THE DAM.  THE DISK IS APPROXIMATELY IN LINE WITH
 HR0809'THE SECOND PLAQUE FROM THE SOUTHEASTERLY END OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0658 ***********************************************************************
 HT0658  DESIGNATION -  25
 HT0658  PID         -  HT0658
 HT0658  STATE/COUNTY-  CA/ALAMEDA
 HT0658  USGS QUAD   -  OAKLAND WEST (1993)
 HT0658
 HT0658                         *CURRENT SURVEY CONTROL
 HT0658  ___________________________________________________________________
 HT0658* NAD 83(1986)-  37 48 03.     (N)    122 17 21.     (W)     SCALED    
 HT0658* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 HT0658  ___________________________________________________________________
 HT0658  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HT0658  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0658
 HT0658.The horizontal coordinates were scaled from a topographic map and have
 HT0658.an estimated accuracy of +/- 6 seconds.
 HT0658
 HT0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0658.The vertical order pertains to the NGVD 29 superseded value.
 HT0658
 HT0658.The geoid height was determined by GEOID03.
 HT0658
 HT0658;                    North         East    Units  Estimated Accuracy
 HT0658;SPC CA 3     -   645,870.    1,842,450.      MT  (+/- 180 meters Scaled)
 HT0658
 HT0658                          SUPERSEDED SURVEY CONTROL
 HT0658
 HT0658  NGVD 29 (??/??/??)    2.744  (m)            9.00   (f) ADJUSTED    1 1
 HT0658
 HT0658.Superseded values are not recommended for survey control.
 HT0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0658.See file dsdata.txt to determine how the superseded data were derived.
 HT0658
 HT0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG625839(NAD 83)
 HT0658_MARKER: DD = SURVEY DISK
 HT0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0658_SP_SET: BRIDGE WALL
 HT0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0658
 HT0658  HISTORY     - Date     Condition        Report By
 HT0658  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0658  HISTORY     - 1951     GOOD             NGS
 HT0658  HISTORY     - 1969     GOOD             NGS
 HT0658  HISTORY     - 19881011 MARK NOT FOUND   NGS
 HT0658
 HT0658                          STATION DESCRIPTION
 HT0658
 HT0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0658'AT OAKLAND.
 HT0658'AT OAKLAND, AT THE INTERSECTION OF THIRD AND ADELINE STREETS,
 HT0658'IN THE TOP OF THE EAST CONCRETE WALL OF THE NORTH APPROACH TO
 HT0658'THE ADELINE STREET BRIDGE OVER THE WESTERN PACIFIC RAILROAD
 HT0658'TRACKS, 44.0 FEET SOUTH OF THE CENTER LINE OF THIRD STREET, 14.3
 HT0658'FEET EAST OF THE CENTER OF THE OVER PASS, 11.9 FEET SOUTH OF THE
 HT0658'NORTH END OF THE WALL, AND ABOUT 1.0 FOOT HIGHER THAN THE STREET.
 HT0658
 HT0658                          STATION RECOVERY (1969)
 HT0658
 HT0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0658'RECOVERED IN GOOD CONDITION.
 HT0658
 HT0658                          STATION RECOVERY (1988)
 HT0658
 HT0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0936 ***********************************************************************
 JS0936  DESIGNATION -  25
 JS0936  PID         -  JS0936
 JS0936  STATE/COUNTY-  CA/PLACER
 JS0936  USGS QUAD   -  LINCOLN (1981)
 JS0936
 JS0936                         *CURRENT SURVEY CONTROL
 JS0936  ___________________________________________________________________
 JS0936* NAD 83(1986)-  38 59 05.     (N)    121 17 35.     (W)     SCALED    
 JS0936* NAVD 88     -        79.77   (+/-2cm)     261.7    (feet)  VERTCON   
 JS0936  ___________________________________________________________________
 JS0936  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 JS0936  VERT ORDER  -  THIRD (See Below)
 JS0936
 JS0936.The horizontal coordinates were scaled from a topographic map and have
 JS0936.an estimated accuracy of +/- 6 seconds.
 JS0936
 JS0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0936.The vertical order pertains to the NGVD 29 superseded value.
 JS0936
 JS0936.The geoid height was determined by GEOID03.
 JS0936
 JS0936;                    North         East    Units  Estimated Accuracy
 JS0936;SPC CA 2     -   646,550.    2,061,250.      MT  (+/- 180 meters Scaled)
 JS0936
 JS0936                          SUPERSEDED SURVEY CONTROL
 JS0936
 JS0936  NGVD 29 (??/??/??)   79.07   (m)          259.4    (f) RESET       3  
 JS0936
 JS0936.Superseded values are not recommended for survey control.
 JS0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0936.See file dsdata.txt to determine how the superseded data were derived.
 JS0936
 JS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ478164(NAD 83)
 JS0936_MARKER: P = PIPE CAP
 JS0936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0936_STAMPING: 25 CAL
 JS0936_MARK LOGO: USGS  
 JS0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0936
 JS0936  HISTORY     - Date     Condition        Report By
 JS0936  HISTORY     - UNK      MONUMENTED       USGS
 JS0936  HISTORY     - 1949     GOOD             CGS
 JS0936  HISTORY     - 1986     POOR             USPSQD
 JS0936
 JS0936                          STATION DESCRIPTION
 JS0936
 JS0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JS0936'9.9 MI N FROM LINCOLN.
 JS0936'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS0936'FROM THE STATION AT LINCOLN, THENCE 2.3 MILES EAST ALONG A
 JS0936'COUNTY ROAD, THENCE 4.2 MILES NORTH ALONG A COUNTY ROAD, AT
 JS0936'THE JUNCTION OF THE SHERIDAN ROAD, 53 FEET WEST OF THE T JUNCTION
 JS0936'OF TWO HIGH TENSION POWER LINES, 35 FEET SOUTHEAST OF THE CENTER
 JS0936'LINE OF THE SHERIDAN ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 JS0936'COUNTY ROAD, 3.7 FEET SOUTHWEST OF A FENCE CORNER, ABOUT 1 FOOT
 JS0936'HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 JS0936'PIPE PROJECTING 1.7 FET ABOVE THE GROUND.  NOTE-- THE TOP OF THIS
 JS0936'MARK HAS BEEN MUTILATED, THE PIPE IS UPRIGHT AND IN GOOD
 JS0936'CONDITION, ALL THE STAMPING IS NOT LEGIBLE.
 JS0936
 JS0936                          STATION RECOVERY (1986)
 JS0936
 JS0936'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME)
 JS0936'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9189 ***********************************************************************
 EW9189  DESIGNATION -  25 1 CADWR
 EW9189  PID         -  EW9189
 EW9189  STATE/COUNTY-  CA/LOS ANGELES
 EW9189  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9189
 EW9189                         *CURRENT SURVEY CONTROL
 EW9189  ___________________________________________________________________
 EW9189* NAD 83(1986)-  34 38 40.     (N)    118 45 44.     (W)     SCALED    
 EW9189* NAVD 88     -       795.119  (meters)    2608.65   (feet)  READJUSTED
 EW9189  ___________________________________________________________________
 EW9189  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 EW9189  DYNAMIC HT  -         794.210 (meters)    2605.67  (feet)  COMP
 EW9189  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 EW9189
 EW9189  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9189
 EW9189.The horizontal coordinates were scaled from a topographic map and have
 EW9189.an estimated accuracy of +/- 6 seconds.
 EW9189
 EW9189.The orthometric height was determined by differential leveling
 EW9189.and adjusted in February 1993.
 EW9189.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9189.distribution rate of 0.0 thru 1.0 mm/km.
 EW9189.The height was derived from older observations constrained to new
 EW9189.heights in a crustal motion area.  The height is approximate in
 EW9189.relation to other heights in its vicinity.
 EW9189
 EW9189.The geoid height was determined by GEOID03.
 EW9189
 EW9189.The dynamic height is computed by dividing the NAVD 88
 EW9189.geopotential number by the normal gravity value computed on the
 EW9189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9189.degrees latitude (g = 980.6199 gals.).
 EW9189
 EW9189.The modeled gravity was interpolated from observed gravity values.
 EW9189
 EW9189;                    North         East    Units  Estimated Accuracy
 EW9189;SPC CA 5     -   627,210.    1,930,120.      MT  (+/- 180 meters Scaled)
 EW9189
 EW9189                          SUPERSEDED SURVEY CONTROL
 EW9189
 EW9189  NGVD 29 (??/??/92)  794.270  (m)         2605.87   (f) ADJ UNCH    1 1
 EW9189
 EW9189.Superseded values are not recommended for survey control.
 EW9189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9189.See file dsdata.txt to determine how the superseded data were derived.
 EW9189
 EW9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU384350(NAD 83)
 EW9189_MARKER: DD = SURVEY DISK
 EW9189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9189_SP_SET: HAND HOLE
 EW9189_STAMPING: 25-1 1973
 EW9189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9189
 EW9189  HISTORY     - Date     Condition        Report By
 EW9189  HISTORY     - 1973     MONUMENTED
 EW9189  HISTORY     - 1974     GOOD             CA-037
 EW9189  HISTORY     - 1978     GOOD             NGS
 EW9189
 EW9189                          STATION DESCRIPTION
 EW9189
 EW9189'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9189'4.85 MI NE FROM CASTAIC.
 EW9189'GOLDEN STATE HIGHWAY (HIGHWAY 99) AND TEMPLIN HIGHWAY.  NORTHERLY OF
 EW9189'TEMPLIN HIGHWAY 7.25 MILES ON THE GOLDEN STATE HIGHWAY TO THE LARGE
 EW9189'BRIDGE BELOW THE DAM.  EASTERLY FROM THE BRIDGE 0.60 MILE TO THE ROAD
 EW9189'RUNNING WESTERLY ACROSS THE DAM.  WEST ON THE ROAD RUNNING ACROSS THE
 EW9189'DAM 0.10 MILE.  14.5 FEET SOUTH OF THE PAINTED CENTER OF THE ROAD,
 EW9189'23.2 FEET EAST OF A TRIANGULAR SHAPED CONCRETE PAD, AND 157.0 FEET
 EW9189'WEST OF THE WEST END OF A STEEL GUARD RAIL.  SET DOWN 8 INCHES IN A 12
 EW9189'INCH DIAMETER HAND HOLE.
 EW9189
 EW9189                          STATION RECOVERY (1978)
 EW9189
 EW9189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9189'6.7 MILES NORTH ALONG INTERSTATE 5, THENCE 7.85 MILES NORTH ALONG OLD
 EW9189'99 (GOLDEN STATE HIGHWAY), LOCATED AT THE EAST END OF FILL AREA FOR
 EW9189'DAM (PYRAMID LAKE) AND AT THE WEST END OF SHEAR OUTCROP CUTBANK, BM
 EW9189'IS CONCRETE POST SET INTO OUTCROP AND 8 INCHES BELOW SURFACE OF
 EW9189'ASPHALT ROAD, ACROSS THE TOP OF DAM, ACCESS TO WHICH IS HAD THROUGH A
 EW9189'12-INCH IRON PIPE, 14 FT. SOUTH OF THE CENTER CHAIN LINK GATE, 4 FT.
 EW9189'WEST OF CHAIN LINK FENCE, ACROSS THE EAST END OF DAM, 23.2 FT. EAST
 EW9189'OF THE EAST END OF DECORATIVE CONCRETE AND CHAIN GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1135 ***********************************************************************
 FU1135  DESIGNATION -  25 26 10 H USBR
 FU1135  PID         -  FU1135
 FU1135  STATE/COUNTY-  CA/KERN
 FU1135  USGS QUAD   -  DELANO EAST (1973)
 FU1135
 FU1135                         *CURRENT SURVEY CONTROL
 FU1135  ___________________________________________________________________
 FU1135* NAD 83(1986)-  35 45 40.     (N)    119 09 38.     (W)     SCALED    
 FU1135* NAVD 88     -       131.45   (+/-2cm)     431.3    (feet)  VERTCON   
 FU1135  ___________________________________________________________________
 FU1135  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 FU1135  VERT ORDER  -  THIRD (See Below)
 FU1135
 FU1135.The horizontal coordinates were scaled from a topographic map and have
 FU1135.an estimated accuracy of +/- 6 seconds.
 FU1135
 FU1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1135.The vertical order pertains to the NGVD 29 superseded value.
 FU1135
 FU1135.The geoid height was determined by GEOID03.
 FU1135
 FU1135;                    North         East    Units  Estimated Accuracy
 FU1135;SPC CA 5     -   751,440.    1,895,040.      MT  (+/- 180 meters Scaled)
 FU1135
 FU1135                          SUPERSEDED SURVEY CONTROL
 FU1135
 FU1135  NGVD 29 (??/??/??)  130.63   (m)          428.6    (f) RESET       3  
 FU1135
 FU1135.Superseded values are not recommended for survey control.
 FU1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1135.See file dsdata.txt to determine how the superseded data were derived.
 FU1135
 FU1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV046596(NAD 83)
 FU1135_MARKER: DD = SURVEY DISK
 FU1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1135_STAMPING: 25-26-10H
 FU1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1135+STABILITY: SURFACE MOTION
 FU1135
 FU1135  HISTORY     - Date     Condition        Report By
 FU1135  HISTORY     - UNK      MONUMENTED       BOR
 FU1135  HISTORY     - 1957     GOOD             NGS
 FU1135  HISTORY     - 1964     GOOD             NGS
 FU1135
 FU1135                          STATION DESCRIPTION
 FU1135
 FU1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1135'5.3 MI E FROM DELANO.
 FU1135'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU1135'THE STATION AT DELANO, THENCE 4.8 MILES EAST ALONG GARCES
 FU1135'HIGHWAY, IN R26E T25S, IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 FU1135'QUARTER OF SECTION 10, AT THE INTERSECTION OF A DIRT FARM ROAD,
 FU1135'40 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13.4 FEET
 FU1135'WEST OF THE WEST EDGE OF A 24-INCH CONCRETE PIPE PROJECTING 1
 FU1135'FOOT ABOVE THE GROUND, 11 FEET WEST OF THE CENTER LINE OF THE
 FU1135'ROAD, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU1135'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FU1135'FOOT ABOVE THE GROUND.
 FU1135
 FU1135                          STATION RECOVERY (1964)
 FU1135
 FU1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FU1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1133 ***********************************************************************
 FU1133  DESIGNATION -  25 26 11 H USBR
 FU1133  PID         -  FU1133
 FU1133  STATE/COUNTY-  CA/KERN
 FU1133  USGS QUAD   -  DELANO EAST (1973)
 FU1133
 FU1133                         *CURRENT SURVEY CONTROL
 FU1133  ___________________________________________________________________
 FU1133* NAD 83(1986)-  35 45 40.     (N)    119 08 33.     (W)     SCALED    
 FU1133* NAVD 88     -       141.49   (+/-2cm)     464.2    (feet)  VERTCON   
 FU1133  ___________________________________________________________________
 FU1133  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 FU1133  VERT ORDER  -  THIRD (See Below)
 FU1133
 FU1133.The horizontal coordinates were scaled from a topographic map and have
 FU1133.an estimated accuracy of +/- 6 seconds.
 FU1133
 FU1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1133.The vertical order pertains to the NGVD 29 superseded value.
 FU1133
 FU1133.The geoid height was determined by GEOID03.
 FU1133
 FU1133;                    North         East    Units  Estimated Accuracy
 FU1133;SPC CA 5     -   751,420.    1,896,670.      MT  (+/- 180 meters Scaled)
 FU1133
 FU1133                          SUPERSEDED SURVEY CONTROL
 FU1133
 FU1133  NGVD 29 (??/??/??)  140.67   (m)          461.5    (f) RESET       3  
 FU1133
 FU1133.Superseded values are not recommended for survey control.
 FU1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1133.See file dsdata.txt to determine how the superseded data were derived.
 FU1133
 FU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV063595(NAD 83)
 FU1133_MARKER: DD = SURVEY DISK
 FU1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1133_STAMPING: 25-26-11H
 FU1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1133+STABILITY: SURFACE MOTION
 FU1133
 FU1133  HISTORY     - Date     Condition        Report By
 FU1133  HISTORY     - UNK      MONUMENTED       BOR
 FU1133  HISTORY     - 1957     GOOD             NGS
 FU1133  HISTORY     - 1964     GOOD             NGS
 FU1133
 FU1133                          STATION DESCRIPTION
 FU1133
 FU1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1133'6.3 MI E FROM DELANO.
 FU1133'0.5 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU1133'THE STATION AT DELANO, THENCE 5.8 MILES EAST ALONG GARCES
 FU1133'HIGHWAY, IN R26E T25S, NEAR THE CENTER OF THE SOUTH EDGE OF
 FU1133'SECTION 11, 0.5 MILE WEST OF THE CROSSING OF THE SOUTHERN
 FU1133'PACIFIC COMPANY RAILROAD, AT THE CROSSING OF A POWER LINE, 154.2
 FU1133'FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 FU1133'CORNER OF A SMALL WHITE FRAM HOUSE, 34 1/2 FEET NORTH OF THE
 FU1133'CENTER LINE OF THE HIGHWAY, 4 FEET NORTHEAST OF POWER LINE POLE
 FU1133'786466 E, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU1133'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FU1133'FOOT ABOVE THE GROUND.
 FU1133
 FU1133                          STATION RECOVERY (1964)
 FU1133
 FU1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FU1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0973 ***********************************************************************
 FU0973  DESIGNATION -  25 26 14 A USBR
 FU0973  PID         -  FU0973
 FU0973  STATE/COUNTY-  CA/KERN
 FU0973  USGS QUAD   -  MC FARLAND (1969)
 FU0973
 FU0973                         *CURRENT SURVEY CONTROL
 FU0973  ___________________________________________________________________
 FU0973* NAD 83(1986)-  35 44 49.     (N)    119 08 29.     (W)     SCALED    
 FU0973* NAVD 88     -       139.43   (+/-2cm)     457.4    (feet)  VERTCON   
 FU0973  ___________________________________________________________________
 FU0973  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 FU0973  VERT ORDER  -  THIRD (See Below)
 FU0973
 FU0973.The horizontal coordinates were scaled from a topographic map and have
 FU0973.an estimated accuracy of +/- 6 seconds.
 FU0973
 FU0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0973.The vertical order pertains to the NGVD 29 superseded value.
 FU0973
 FU0973.The geoid height was determined by GEOID03.
 FU0973
 FU0973;                    North         East    Units  Estimated Accuracy
 FU0973;SPC CA 5     -   749,850.    1,896,760.      MT  (+/- 180 meters Scaled)
 FU0973
 FU0973                          SUPERSEDED SURVEY CONTROL
 FU0973
 FU0973  NGVD 29 (??/??/??)  138.60   (m)          454.7    (f) RESET       3  
 FU0973
 FU0973.Superseded values are not recommended for survey control.
 FU0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0973.See file dsdata.txt to determine how the superseded data were derived.
 FU0973
 FU0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV063579(NAD 83)
 FU0973_MARKER: DB = BENCH MARK DISK
 FU0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0973_STAMPING: 25-26-14A
 FU0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0973+STABILITY: SURFACE MOTION
 FU0973
 FU0973  HISTORY     - Date     Condition        Report By
 FU0973  HISTORY     - UNK      MONUMENTED       BOR
 FU0973  HISTORY     - 1953     GOOD             NGS
 FU0973
 FU0973                          STATION DESCRIPTION
 FU0973
 FU0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0973'4.2 MI SW FROM RICHGROVE.
 FU0973'4.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0973'FROM THE RICHGROVE SCHOOL AT RICHGROVE, 0.3 MILE NORTHEAST OF
 FU0973'MILEPOLE 299, AT THE CROSSING OF AIRPORT AVENUE, 6 1/2 RAILS
 FU0973'SOUTHWEST OF THE NORTHEAST END OF JASMIN SIDING, 25 FEET NORTH
 FU0973'OF THE CENTER LINE OF THE AVENUE, 15.2 FEET SOUTHEAST OF THE SOUTHEAST
 FU0973'RAIL, 2 1/2 FEET NORTHEAST OF A 6- BY 4-INCH WOODEN RAILROAD
 FU0973'CROSSING SIGN, 0.9 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 FU0973'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 FU0973'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1015 ***********************************************************************
 FU1015  DESIGNATION -  25 26 20 USBR
 FU1015  PID         -  FU1015
 FU1015  STATE/COUNTY-  CA/KERN
 FU1015  USGS QUAD   -  MC FARLAND (1969)
 FU1015
 FU1015                         *CURRENT SURVEY CONTROL
 FU1015  ___________________________________________________________________
 FU1015* NAD 83(1986)-  35 43 55.     (N)    119 11 14.     (W)     SCALED    
 FU1015* NAVD 88     -       116.87   (+/-2cm)     383.4    (feet)  VERTCON   
 FU1015  ___________________________________________________________________
 FU1015  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 FU1015  VERT ORDER  -  THIRD (See Below)
 FU1015
 FU1015.The horizontal coordinates were scaled from a topographic map and have
 FU1015.an estimated accuracy of +/- 6 seconds.
 FU1015
 FU1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1015.The vertical order pertains to the NGVD 29 superseded value.
 FU1015
 FU1015.The geoid height was determined by GEOID03.
 FU1015
 FU1015;                    North         East    Units  Estimated Accuracy
 FU1015;SPC CA 5     -   748,230.    1,892,590.      MT  (+/- 180 meters Scaled)
 FU1015
 FU1015                          SUPERSEDED SURVEY CONTROL
 FU1015
 FU1015  NGVD 29 (??/??/??)  116.05   (m)          380.7    (f) RESET       3  
 FU1015
 FU1015.Superseded values are not recommended for survey control.
 FU1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1015.See file dsdata.txt to determine how the superseded data were derived.
 FU1015
 FU1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV021564(NAD 83)
 FU1015_MARKER: DD = SURVEY DISK
 FU1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1015_STAMPING: 25-26-20 F 121.05
 FU1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1015+STABILITY: SURFACE MOTION
 FU1015
 FU1015  HISTORY     - Date     Condition        Report By
 FU1015  HISTORY     - UNK      MONUMENTED       BOR
 FU1015  HISTORY     - 1953     GOOD             NGS
 FU1015  HISTORY     - 1966     GOOD             NGS
 FU1015
 FU1015                          STATION DESCRIPTION
 FU1015
 FU1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1015'4.9 MI S FROM JOVISTA.
 FU1015'4.6 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN
 FU1015'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.3 MILE
 FU1015'WEST ALONG A FARM ROAD, AT THE INTERSECTION OF ZACHARY AVENUE,
 FU1015'MIDWAY BETWEEN TWO POWER LINE POLES SUPPORTING A LARGE
 FU1015'TRANSFORMER, 91 FEET NORTH OF THE CENTER LINE OF THE ROAD, 43.9
 FU1015'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE WOODEN FRAME
 FU1015'BUILDING, 21 FEET WEST OF THE CENTER LINE OF THE AVENUE, 4 1/2
 FU1015'FEET SOUTH OF POWER LINE POLE 690280E, 4 1/2 FEET NORTH OF A
 FU1015'POWER LINE POLE 690279E, 1.0 FOOT WEST OF A WITNESS POST, ABOUT
 FU1015'LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 FU1015'PROJECTING 0.3 FOOT ABOVE THE GROUND.  IN R26E T25S, IN THE
 FU1015'SOUTHEAST CORNER OF SECTION 20.
 FU1015
 FU1015                          STATION RECOVERY (1966)
 FU1015
 FU1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1161 ***********************************************************************
 FU1161  DESIGNATION -  25 26 4 E USBR
 FU1161  PID         -  FU1161
 FU1161  STATE/COUNTY-  CA/KERN
 FU1161  USGS QUAD   -  DELANO EAST (1973)
 FU1161
 FU1161                         *CURRENT SURVEY CONTROL
 FU1161  ___________________________________________________________________
 FU1161* NAD 83(1986)-  35 46 58.     (N)    119 10 09.     (W)     SCALED    
 FU1161* NAVD 88     -       126.57   (+/-2cm)     415.3    (feet)  VERTCON   
 FU1161  ___________________________________________________________________
 FU1161  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 FU1161  VERT ORDER  -  THIRD (See Below)
 FU1161
 FU1161.The horizontal coordinates were scaled from a topographic map and have
 FU1161.an estimated accuracy of +/- 6 seconds.
 FU1161
 FU1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1161.The vertical order pertains to the NGVD 29 superseded value.
 FU1161
 FU1161.The geoid height was determined by GEOID03.
 FU1161
 FU1161;                    North         East    Units  Estimated Accuracy
 FU1161;SPC CA 5     -   753,850.    1,894,290.      MT  (+/- 180 meters Scaled)
 FU1161
 FU1161                          SUPERSEDED SURVEY CONTROL
 FU1161
 FU1161  NGVD 29 (??/??/??)  125.75   (m)          412.6    (f) RESET       3  
 FU1161
 FU1161.Superseded values are not recommended for survey control.
 FU1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1161.See file dsdata.txt to determine how the superseded data were derived.
 FU1161
 FU1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV039620(NAD 83)
 FU1161_MARKER: DD = SURVEY DISK
 FU1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1161_STAMPING: 25-26-4E
 FU1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1161+STABILITY: SURFACE MOTION
 FU1161
 FU1161  HISTORY     - Date     Condition        Report By
 FU1161  HISTORY     - UNK      MONUMENTED       BOR
 FU1161  HISTORY     - 1953     GOOD             NGS
 FU1161  HISTORY     - 1975     GOOD             NGS
 FU1161
 FU1161                          STATION DESCRIPTION
 FU1161
 FU1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1161'1.5 MI S FROM JOVISTA.
 FU1161'0.5 MILE SOUTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN
 FU1161'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.5 MILE
 FU1161'EAST ALONG COUNTY LINE AVENUE (AVENUE 1E), THENCE 0.5 MILE SOUTH
 FU1161'ALONG WALLACE ROAD, AT A WATER PUMPING STATION, AT THE T JUNCTION
 FU1161'OF A DIRT ROAD LEADING WEST, IN LINE WITH A ROW OF POWER LINE
 FU1161'POLES, BETWEEN 2 POLES SUPPORTING A TRANSFORMER, 79 FEET WEST
 FU1161'OF THE CENTER LINE OF WALLACE ROAD, 15.6 FEET NORTHWEST OF THE
 FU1161'NORTHWEST SIDE OF AN ELECTRIC PUMP, 12 1/2 FEET SOUTH OF THE
 FU1161'CENTER LINE OF THE FARM ROAD, 6 1/2 FEET EAST OF POWER LINE
 FU1161'POLE 670846E, 1 1/2 FEET WEST OF POWER LINE POLE 670845E, 1.5
 FU1161'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 FU1161'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 FU1161'GROUND.  IN R26E T25S, IN THE NE CORNER OF THE SE QUARTER OF
 FU1161'SECTION 4.  NOTE-- THIS MARK IS 5.5 MILES EAST OF DELANO AND 0.5
 FU1161'MILE NORTH OF BENCH MARK A 759.
 FU1161
 FU1161                          STATION RECOVERY (1975)
 FU1161
 FU1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6934 ***********************************************************************
 EW6934  DESIGNATION -  25 382
 EW6934  PID         -  EW6934
 EW6934  STATE/COUNTY-  CA/VENTURA
 EW6934  USGS QUAD   -  CAMARILLO (1967)
 EW6934
 EW6934                         *CURRENT SURVEY CONTROL
 EW6934  ___________________________________________________________________
 EW6934* NAD 83(1986)-  34 11 47.     (N)    119 04 10.     (W)     SCALED    
 EW6934* NAVD 88     -        17.855  (meters)      58.58   (feet)  ADJUSTED  
 EW6934  ___________________________________________________________________
 EW6934  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EW6934  DYNAMIC HT  -          17.837 (meters)      58.52  (feet)  COMP
 EW6934  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 EW6934  OBS GRAVITY -     979,633.2   (mgal)                       GRAV_OBS
 EW6934
 EW6934  VERT ORDER  -  FIRST     CLASS I
 EW6934
 EW6934.The horizontal coordinates were scaled from a topographic map and have
 EW6934.an estimated accuracy of +/- 6 seconds.
 EW6934
 EW6934.The orthometric height was determined by differential leveling
 EW6934.and adjusted in June 1991.
 EW6934.WARNING-Repeat measurements at this control monument indicate possible
 EW6934.vertical movement.
 EW6934
 EW6934.The geoid height was determined by GEOID03.
 EW6934
 EW6934.The dynamic height is computed by dividing the NAVD 88
 EW6934.geopotential number by the normal gravity value computed on the
 EW6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6934.degrees latitude (g = 980.6199 gals.).
 EW6934
 EW6934.The modeled gravity was interpolated from observed gravity values.
 EW6934.The observed gravity was obtained from relative gravimeter ties
 EW6934.to the IGSN71 gravity network.
 EW6934
 EW6934;                    North         East    Units  Estimated Accuracy
 EW6934;SPC CA 5     -   577,770.    1,901,430.      MT  (+/- 180 meters Scaled)
 EW6934
 EW6934                          SUPERSEDED SURVEY CONTROL
 EW6934
 EW6934  NGVD 29 (??/??/92)   17.161  (m)           56.30   (f) ADJ UNCH    1 1
 EW6934
 EW6934.Superseded values are not recommended for survey control.
 EW6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6934.See file dsdata.txt to determine how the superseded data were derived.
 EW6934
 EW6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT093858(NAD 83)
 EW6934_MARKER: DB = BENCH MARK DISK
 EW6934_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6934_STAMPING: 25-382 1964
 EW6934_MARK LOGO: CA-111
 EW6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6934+STABILITY: SURFACE MOTION
 EW6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6934+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989
 EW6934
 EW6934  HISTORY     - Date     Condition        Report By
 EW6934  HISTORY     - 1964     MONUMENTED       CA-111
 EW6934  HISTORY     - 1978     GOOD             NGS
 EW6934  HISTORY     - 19890504 GOOD             NGS
 EW6934
 EW6934                          STATION DESCRIPTION
 EW6934
 EW6934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6934'2.85 MI SW FROM CAMARILLO.
 EW6934'2.85 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6934'U.S. HIGHWAY 101 OVERPASS AT CAMARILLO, AT THE CROSSING OF LAS POSAS
 EW6934'ROAD, 1.5 FT. EAST OF MILE MARKER 34-VEN-10.42, 35 FT. SOUTH OF THE
 EW6934'SOUTH RAIL, 49 FT. EAST OF THE CENTER LINE OF THE ROAD, 35 FT. NORTH
 EW6934'OF THE CENTER LINE OF STATE HIGHWAY 34, IN TOP AND 1.0 FT. WEST OF
 EW6934'THE EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 EW6934'HIGHWAY, 30.5 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 EW6934'BASE OF SEMAPHORE NUMBER 4138.
 EW6934
 EW6934                          STATION RECOVERY (1989)
 EW6934
 EW6934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6934'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 EW6934'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW6934'JUNCTION WITH U.S. HIGHWAY 101 OVERPASS BRIDGE IN CAMARILLO.  IN TOP
 EW6934'AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 EW6934'HEADWALL OF A 24 INCH PIPE CULVERT.  15.8 M (51.8 FT) NORTH OF THE
 EW6934'CENTER OF STATE HIGHWAY 34, 15.6 M (51.2 FT) EAST OF THE CENTERLINE
 EW6934'OF LOS POSAS ROAD, 10.9 M (35.8 FT) SOUTH OF THE NEAR RAIL AND 0.6 M
 EW6934'(2.0 FT) BELOW THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9043 ***********************************************************************
 JT9043  DESIGNATION -  25 A
 JT9043  PID         -  JT9043
 JT9043  STATE/COUNTY-  CA/NAPA
 JT9043  USGS QUAD   -  NAPA (1980)
 JT9043
 JT9043                         *CURRENT SURVEY CONTROL
 JT9043  ___________________________________________________________________
 JT9043* NAD 83(1986)-  38 20 24.     (N)    122 18 10.     (W)     SCALED    
 JT9043* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 JT9043  ___________________________________________________________________
 JT9043  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT9043  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9043
 JT9043.The horizontal coordinates were scaled from a topographic map and have
 JT9043.an estimated accuracy of +/- 6 seconds.
 JT9043
 JT9043.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9043.The vertical order pertains to the NGVD 29 superseded value.
 JT9043
 JT9043.The geoid height was determined by GEOID03.
 JT9043
 JT9043;                    North         East    Units  Estimated Accuracy
 JT9043;SPC CA 2     -   574,790.    1,973,530.      MT  (+/- 180 meters Scaled)
 JT9043
 JT9043                          SUPERSEDED SURVEY CONTROL
 JT9043
 JT9043  NGVD 29 (??/??/92)   17.89   (m)           58.7    (f) COMPUTED    2 2
 JT9043
 JT9043.Superseded values are not recommended for survey control.
 JT9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9043.See file dsdata.txt to determine how the superseded data were derived.
 JT9043
 JT9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609437(NAD 83)
 JT9043_MARKER: DD = SURVEY DISK
 JT9043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9043_SP_SET: CONCRETE POST
 JT9043_MARK LOGO: CA2330
 JT9043_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9043+STABILITY: SURFACE MOTION
 JT9043
 JT9043  HISTORY     - Date     Condition        Report By
 JT9043  HISTORY     - 1971     MONUMENTED       CA2330
 JT9043
 JT9043                          STATION DESCRIPTION
 JT9043
 JT9043'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9043'ALONG EL CENTRO AVENUE, 2000 FT (609.6 M) WEST OF BIG RANCH ROAD AT
 JT9043'NO. 1319, 10 FT (3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE
 JT9043'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0027 ***********************************************************************
 GT0027  DESIGNATION -  25 A
 GT0027  PID         -  GT0027
 GT0027  STATE/COUNTY-  CA/INYO
 GT0027  USGS QUAD   -  OLANCHA (1994)
 GT0027
 GT0027                         *CURRENT SURVEY CONTROL
 GT0027  ___________________________________________________________________
 GT0027* NAD 83(1986)-  36 16 57.     (N)    118 01 26.     (W)     SCALED    
 GT0027* NAVD 88     -      1148.791  (meters)    3768.99   (feet)  ADJUSTED  
 GT0027  ___________________________________________________________________
 GT0027  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GT0027  DYNAMIC HT  -        1147.423 (meters)    3764.50  (feet)  COMP
 GT0027  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 GT0027
 GT0027  VERT ORDER  -  FIRST     CLASS II
 GT0027
 GT0027.The horizontal coordinates were scaled from a topographic map and have
 GT0027.an estimated accuracy of +/- 6 seconds.
 GT0027
 GT0027.The orthometric height was determined by differential leveling
 GT0027.and adjusted in June 1991.
 GT0027
 GT0027.The geoid height was determined by GEOID03.
 GT0027
 GT0027.The dynamic height is computed by dividing the NAVD 88
 GT0027.geopotential number by the normal gravity value computed on the
 GT0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0027.degrees latitude (g = 980.6199 gals.).
 GT0027
 GT0027.The modeled gravity was interpolated from observed gravity values.
 GT0027
 GT0027;                    North         East    Units  Estimated Accuracy
 GT0027;SPC CA 4     -   605,770.    2,087,690.      MT  (+/- 180 meters Scaled)
 GT0027
 GT0027                          SUPERSEDED SURVEY CONTROL
 GT0027
 GT0027  NGVD 29 (??/??/??) 1147.90   (m)         3766.1    (f) RESET       3  
 GT0027
 GT0027.Superseded values are not recommended for survey control.
 GT0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0027.See file dsdata.txt to determine how the superseded data were derived.
 GT0027
 GT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA080157(NAD 83)
 GT0027_MARKER: DD = SURVEY DISK
 GT0027_SETTING: 80 = SET IN A BOULDER
 GT0027_SP_SET: BOULDER
 GT0027_STAMPING: 25 A
 GT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0027+STABILITY: SURFACE MOTION
 GT0027
 GT0027  HISTORY     - Date     Condition        Report By
 GT0027  HISTORY     - UNK      MONUMENTED       CA1980
 GT0027  HISTORY     - 1962     GOOD             NGS
 GT0027
 GT0027                          STATION DESCRIPTION
 GT0027
 GT0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0027'24.6 MI S FROM LONE PINE.
 GT0027'24.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0027'FROM THE STATION AT LONE PINE, 54 FEET SOUTHEAST OF THE SIXTH
 GT0027'POLE NORTHWEST OF MILEPOLE 494, IN THE TOP OF A 3- BY 5-FOOT
 GT0027'GRANITE BOULDER, 36 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GT0027'ABOUT 2 FEET HIGHER THAN THE TRACK, AND 1 1/2 FEET ABOVE THE
 GT0027'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2324 ***********************************************************************
 DX2324  DESIGNATION -  25 A 41
 DX2324  PID         -  DX2324
 DX2324  STATE/COUNTY-  CA/ORANGE
 DX2324  USGS QUAD   -  ANAHEIM (1981)
 DX2324
 DX2324                         *CURRENT SURVEY CONTROL
 DX2324  ___________________________________________________________________
 DX2324* NAD 83(1986)-  33 50 21.     (N)    117 57 00.     (W)     SCALED    
 DX2324* NAVD 88     -        38.31   (+/-2cm)     125.7    (feet)  VERTCON   
 DX2324  ___________________________________________________________________
 DX2324  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DX2324  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2324
 DX2324.The horizontal coordinates were scaled from a topographic map and have
 DX2324.an estimated accuracy of +/- 6 seconds.
 DX2324
 DX2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2324.The vertical order pertains to the NGVD 29 superseded value.
 DX2324
 DX2324.The geoid height was determined by GEOID03.
 DX2324
 DX2324;                    North         East    Units  Estimated Accuracy
 DX2324;SPC CA 6     -   686,770.    1,842,660.      MT  (+/- 180 meters Scaled)
 DX2324
 DX2324                          SUPERSEDED SURVEY CONTROL
 DX2324
 DX2324  NGVD 29 (??/??/??)   37.645  (m)          123.51   (f) ADJUSTED    1 2
 DX2324
 DX2324.Superseded values are not recommended for survey control.
 DX2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2324.See file dsdata.txt to determine how the superseded data were derived.
 DX2324
 DX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT121447(NAD 83)
 DX2324_MARKER: DD = SURVEY DISK
 DX2324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2324_SP_SET: CULVERT
 DX2324_STAMPING: BM 25 A 41
 DX2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2324
 DX2324  HISTORY     - Date     Condition        Report By
 DX2324  HISTORY     - UNK      MONUMENTED       CADH
 DX2324  HISTORY     - 1966     GOOD             NGS
 DX2324
 DX2324                          STATION DESCRIPTION
 DX2324
 DX2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DX2324'2.6 MI NW FROM ANAHEIM.
 DX2324'IT IS 2.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DX2324'FROM THE STATION AT ANAHEIM, 3.4 MILES SOUTHEAST OF THE CROSSING
 DX2324'OF THE RAILROAD AND BEACH BOULEVARD (FORMERLY GRAND AVENUE)
 DX2324'AT BUENA PARK, 90 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 DX2324'OF CRESCENT WAY AND MULLER STREET, CEMENTED IN A DRILL HOLE IN
 DX2324'THE NORTH CORNER OF A LARGE CONCRETE DRAINAGE CULVERT, 35.7 FEET
 DX2324'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 0.4 FOOT SOUTH
 DX2324'OF THE NORTH CORNER OF THE CULVERT, AND ABOUT 0.6 FOOT LOWER
 DX2324'IN ELEVATION THAN THE RAIL.  NOTE-- IT WAS FOUND THAT A 6 INCH
 DX2324'IN DIAMETER GAS LINE NOW EMERGES FROM THE GROUND, PASSES OVER
 DX2324'THE DISK, THENCE SUBMERGES BENEATH THE GROUND AGAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5559 ***********************************************************************
 AB5559  DESIGNATION -  25 A 69
 AB5559  PID         -  AB5559
 AB5559  STATE/COUNTY-  CA/RIVERSIDE
 AB5559  USGS QUAD   -  STEELE PEAK (1978)
 AB5559
 AB5559                         *CURRENT SURVEY CONTROL
 AB5559  ___________________________________________________________________
 AB5559* NAD 83(1986)-  33 51 07.     (N)    117 15 22.     (W)     SCALED    
 AB5559* NAVD 88     -       460.169  (meters)    1509.74   (feet)  ADJUSTED  
 AB5559  ___________________________________________________________________
 AB5559  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AB5559  DYNAMIC HT  -         459.648 (meters)    1508.03  (feet)  COMP
 AB5559  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 AB5559
 AB5559  VERT ORDER  -  FIRST     CLASS II
 AB5559
 AB5559.The horizontal coordinates were scaled from a topographic map and have
 AB5559.an estimated accuracy of +/- 6 seconds.
 AB5559
 AB5559.The orthometric height was determined by differential leveling
 AB5559.and adjusted in October 1996.
 AB5559
 AB5559.The geoid height was determined by GEOID03.
 AB5559
 AB5559.The dynamic height is computed by dividing the NAVD 88
 AB5559.geopotential number by the normal gravity value computed on the
 AB5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5559.degrees latitude (g = 980.6199 gals.).
 AB5559
 AB5559.The modeled gravity was interpolated from observed gravity values.
 AB5559
 AB5559;                    North         East    Units  Estimated Accuracy
 AB5559;SPC CA 6     -   687,360.    1,906,890.      MT  (+/- 180 meters Scaled)
 AB5559
 AB5559                          SUPERSEDED SURVEY CONTROL
 AB5559
 AB5559.No superseded survey control is available for this station.
 AB5559
 AB5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT763457(NAD 83)
 AB5559_MARKER: DB = BENCH MARK DISK
 AB5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5559_STAMPING: BM 25A-69
 AB5559_MARK LOGO: CADH  
 AB5559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5559+STABILITY: SURFACE MOTION
 AB5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5559+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AB5559
 AB5559  HISTORY     - Date     Condition        Report By
 AB5559  HISTORY     - 1969     MONUMENTED       CADT
 AB5559
 AB5559                          STATION DESCRIPTION
 AB5559
 AB5559'DESCRIBED BY CALTRANS 1969
 AB5559'NEAR PERRIS, FROM INTERSECTION OF INTERSTATE 215 AND CAJALCO EXPWY
 AB5559'PROCEED WESTERLY ALONG CAJALCO EXPWY TO A STREET, PROCEED NORTHERLY
 AB5559'ALONG A STREET TO MESSENIA LANE, PROCEED NORTHEASTERLY ALONG MESSENIA
 AB5559'LANE TO END OF PAVEMENT, CONTINUE NORTHEASTERLY ACROSS DIRT AREA
 AB5559'APPROXIMATELY 0.5 MILES (0.8 KM) TO MONUMENT, 0.6 MILES (1.0 KM) NORTH
 AB5559'ALONG RAILROAD TRACKS FROM THE INTERSECTION OF THE RAILROAD TRACKS AND
 AB5559'CAJALCO EXPWY BRIDGE, 5.2 FEET (1.6 M) WEST OF CHAIN-LINK FENCE, 23
 AB5559'FEET (7.0 M) EAST OF RAILROAD TRACKS, INDICATED BY AN ALUMINUM POST,
 AB5559'FOUND A  CA. DIV. OF HWY. BRASS DISK STAMPED BM 25A-69.  REFERENCE MWD
 AB5559'FB 4205 06 008.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0436 ***********************************************************************
 LT0436  DESIGNATION -  25 A USGS
 LT0436  PID         -  LT0436
 LT0436  STATE/COUNTY-  CA/SHASTA
 LT0436  USGS QUAD   -  HAGAMAN GULCH (1985)
 LT0436
 LT0436                         *CURRENT SURVEY CONTROL
 LT0436  ___________________________________________________________________
 LT0436* NAD 83(1986)-  40 30 58.     (N)    121 48 17.     (W)     SCALED    
 LT0436* NAVD 88     -      1196.775  (meters)    3926.42   (feet)  ADJUSTED  
 LT0436  ___________________________________________________________________
 LT0436  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 LT0436  DYNAMIC HT  -        1195.941 (meters)    3923.68  (feet)  COMP
 LT0436  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 LT0436
 LT0436  VERT ORDER  -  SECOND    CLASS 0
 LT0436
 LT0436.The horizontal coordinates were scaled from a topographic map and have
 LT0436.an estimated accuracy of +/- 6 seconds.
 LT0436
 LT0436.The orthometric height was determined by differential leveling
 LT0436.and adjusted in June 1991.
 LT0436
 LT0436.The geoid height was determined by GEOID03.
 LT0436
 LT0436.The dynamic height is computed by dividing the NAVD 88
 LT0436.geopotential number by the normal gravity value computed on the
 LT0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0436.degrees latitude (g = 980.6199 gals.).
 LT0436
 LT0436.The modeled gravity was interpolated from observed gravity values.
 LT0436
 LT0436;                    North         East    Units  Estimated Accuracy
 LT0436;SPC CA 1     -   631,350.    2,016,550.      MT  (+/- 180 meters Scaled)
 LT0436
 LT0436                          SUPERSEDED SURVEY CONTROL
 LT0436
 LT0436  NGVD 29 (??/??/??) 1195.845  (m)         3923.37   (f) ADJUSTED    2 0
 LT0436
 LT0436.Superseded values are not recommended for survey control.
 LT0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0436.See file dsdata.txt to determine how the superseded data were derived.
 LT0436
 LT0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK012857(NAD 83)
 LT0436_MARKER: P = PIPE CAP
 LT0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0436_STAMPING: 3923 25A 1924
 LT0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0436
 LT0436  HISTORY     - Date     Condition        Report By
 LT0436  HISTORY     - 1924     MONUMENTED       CGS
 LT0436  HISTORY     - 1957     GOOD             NGS
 LT0436  HISTORY     - 1973     GOOD             NGS
 LT0436
 LT0436                          STATION DESCRIPTION
 LT0436
 LT0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LT0436'4.9 MI NE FROM SHINGLETOWN.
 LT0436'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE
 LT0436'AND GENERAL STORE AT SHINGLETOWN, IN R1E T31N, IN THE NORTHEAST
 LT0436'CORNER OF SECTION 25, 295 FEET SOUTHWEST OF THE CENTER LINE OF
 LT0436'THE HIGHWAY (MEASURED ALONG A DIM TRACK ROAD), 70 FEET WEST OF A
 LT0436'LONE 48-INCH REDWOOD TREE, 11 FEET NORTHWEST OF THE CENTER
 LT0436'LINE OF THE TRACK ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 LT0436'IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LT0436
 LT0436                          STATION RECOVERY (1973)
 LT0436
 LT0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LT0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4029 ***********************************************************************
 EW4029  DESIGNATION -  25 B
 EW4029  PID         -  EW4029
 EW4029  STATE/COUNTY-  CA/LOS ANGELES
 EW4029  USGS QUAD   -  TOPANGA (1991)
 EW4029
 EW4029                         *CURRENT SURVEY CONTROL
 EW4029  ___________________________________________________________________
 EW4029* NAD 83(1986)-  34 02 07.     (N)    118 30 21.     (W)     SCALED    
 EW4029* NAVD 88     -        73.51   (+/-2cm)     241.2    (feet)  VERTCON   
 EW4029  ___________________________________________________________________
 EW4029  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EW4029  VERT ORDER  -  THIRD (See Below)
 EW4029
 EW4029.The horizontal coordinates were scaled from a topographic map and have
 EW4029.an estimated accuracy of +/- 6 seconds.
 EW4029
 EW4029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4029.The vertical order pertains to the NGVD 29 superseded value.
 EW4029
 EW4029.The geoid height was determined by GEOID03.
 EW4029
 EW4029;                    North         East    Units  Estimated Accuracy
 EW4029;SPC CA 5     -   559,490.    1,953,290.      MT  (+/- 180 meters Scaled)
 EW4029
 EW4029                          SUPERSEDED SURVEY CONTROL
 EW4029
 EW4029  NGVD 29 (??/??/??)   72.74   (m)          238.6    (f) RESET       3  
 EW4029
 EW4029.Superseded values are not recommended for survey control.
 EW4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4029.See file dsdata.txt to determine how the superseded data were derived.
 EW4029
 EW4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT609670(NAD 83)
 EW4029_MARKER: DD = SURVEY DISK
 EW4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4029_STAMPING: 25 B 238.60
 EW4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4029+STABILITY: SURFACE MOTION
 EW4029
 EW4029  HISTORY     - Date     Condition        Report By
 EW4029  HISTORY     - UNK      MONUMENTED       CA1980
 EW4029  HISTORY     - 1945     GOOD             NGS
 EW4029  HISTORY     - 19890601 MARK NOT FOUND   NGS
 EW4029
 EW4029                          STATION DESCRIPTION
 EW4029
 EW4029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW4029'AT SANTA MONICA.
 EW4029'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND TENTH STREET.
 EW4029'LOCATED 2.0 FEET EAST OF THE EAST CURB OF SAN VICENTE BOULEVARD
 EW4029'AND 24.6 FEET SOUTHWEST OF THE SOUTHWEST CURB (MEASURED DIRECT)
 EW4029'OF TENTH STREET.  A CITY OF LOS ANGELES STANDARD DISK, STAMPED
 EW4029'25 B 238.60 AND SET IN THE TOP OF A CONCRETE POST.
 EW4029
 EW4029                          STATION RECOVERY (1989)
 EW4029
 EW4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0029 ***********************************************************************
 GT0029  DESIGNATION -  25 B
 GT0029  PID         -  GT0029
 GT0029  STATE/COUNTY-  CA/INYO
 GT0029  USGS QUAD   -  OLANCHA (1994)
 GT0029
 GT0029                         *CURRENT SURVEY CONTROL
 GT0029  ___________________________________________________________________
 GT0029* NAD 83(1986)-  36 16 37.     (N)    118 01 11.     (W)     SCALED    
 GT0029* NAVD 88     -      1149.690  (meters)    3771.94   (feet)  ADJUSTED  
 GT0029  ___________________________________________________________________
 GT0029  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GT0029  DYNAMIC HT  -        1148.323 (meters)    3767.46  (feet)  COMP
 GT0029  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 GT0029
 GT0029  VERT ORDER  -  FIRST     CLASS II
 GT0029
 GT0029.The horizontal coordinates were scaled from a topographic map and have
 GT0029.an estimated accuracy of +/- 6 seconds.
 GT0029
 GT0029.The orthometric height was determined by differential leveling
 GT0029.and adjusted in June 1991.
 GT0029
 GT0029.The geoid height was determined by GEOID03.
 GT0029
 GT0029.The dynamic height is computed by dividing the NAVD 88
 GT0029.geopotential number by the normal gravity value computed on the
 GT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0029.degrees latitude (g = 980.6199 gals.).
 GT0029
 GT0029.The modeled gravity was interpolated from observed gravity values.
 GT0029
 GT0029;                    North         East    Units  Estimated Accuracy
 GT0029;SPC CA 4     -   605,150.    2,088,070.      MT  (+/- 180 meters Scaled)
 GT0029
 GT0029                          SUPERSEDED SURVEY CONTROL
 GT0029
 GT0029  NGVD 29 (??/??/??) 1148.80   (m)         3769.0    (f) RESET       3  
 GT0029
 GT0029.Superseded values are not recommended for survey control.
 GT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0029.See file dsdata.txt to determine how the superseded data were derived.
 GT0029
 GT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA084151(NAD 83)
 GT0029_MARKER: DD = SURVEY DISK
 GT0029_SETTING: 0 = UNSPECIFIED SETTING
 GT0029_STAMPING: 25 B
 GT0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0029
 GT0029  HISTORY     - Date     Condition        Report By
 GT0029  HISTORY     - UNK      MONUMENTED       CA1980
 GT0029  HISTORY     - 1962     GOOD             NGS
 GT0029
 GT0029                          STATION DESCRIPTION
 GT0029
 GT0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0029'25.1 MI S FROM LONE PINE.
 GT0029'25.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0029'FROM THE STATION AT LONE PINE, 9 POLES SOUTH-SOUTHEAST OF
 GT0029'MILEPOLE 494, AT BRIDGE C1-2935+89.5 OVER THE LOS ANGELES
 GT0029'AQUEDUCT, IN THE TOP AND 16 FEET NORTHWEST OF THE SOUTHEAST
 GT0029'END OF A CONCRETE RETAINING WALL, 220 FEET NORTHEAST AND ACROSS
 GT0029'THE AQUEDUCT FROM THE NORTHEAST RAIL, 24 FEET NORTHWEST OF THE
 GT0029'CENTER LINE OF AN ASPHALT ROAD, 11 FEET SOUTHWEST OF THE CENTER
 GT0029'LINE OF A GRAVELED ROAD, ABOUT 2 FEET HIGHER THAN THE TRACK,
 GT0029'AND 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0302 ***********************************************************************
 DY0302  DESIGNATION -  25 C OF LB
 DY0302  PID         -  DY0302
 DY0302  STATE/COUNTY-  CA/LOS ANGELES
 DY0302  USGS QUAD   -  LONG BEACH (1981)
 DY0302
 DY0302                         *CURRENT SURVEY CONTROL
 DY0302  ___________________________________________________________________
 DY0302* NAD 83(1986)-  33 46 58.     (N)    118 09 32.     (W)     SCALED    
 DY0302* NAVD 88     -        11.26   (+/-2cm)      36.9    (feet)  VERTCON   
 DY0302  ___________________________________________________________________
 DY0302  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0302  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0302
 DY0302.The horizontal coordinates were scaled from a topographic map and have
 DY0302.an estimated accuracy of +/- 6 seconds.
 DY0302
 DY0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0302.The vertical order pertains to the NGVD 29 superseded value.
 DY0302
 DY0302.The geoid height was determined by GEOID03.
 DY0302
 DY0302;                    North         East    Units  Estimated Accuracy
 DY0302;SPC CA 5     -   531,380.    1,985,280.      MT  (+/- 180 meters Scaled)
 DY0302
 DY0302                          SUPERSEDED SURVEY CONTROL
 DY0302
 DY0302  NGVD 29 (??/??/92)   10.477  (m)           34.37   (f) ADJ UNCH    1 2
 DY0302
 DY0302.Superseded values are not recommended for survey control.
 DY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0302.See file dsdata.txt to determine how the superseded data were derived.
 DY0302
 DY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT927386(NAD 83)
 DY0302_MARKER: DD = SURVEY DISK
 DY0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0302_STAMPING: B M NO 25
 DY0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0302+STABILITY: SURFACE MOTION
 DY0302
 DY0302  HISTORY     - Date     Condition        Report By
 DY0302  HISTORY     - UNK      MONUMENTED       CA1970
 DY0302  HISTORY     - 1954     GOOD             NGS
 DY0302  HISTORY     - 1958     GOOD             NGS
 DY0302
 DY0302                          STATION DESCRIPTION
 DY0302
 DY0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0302'AT LONG BEACH.
 DY0302'AT LONG BEACH, AT THE INTERSECTION OF ANAHEIM STREET AND TEMPLE
 DY0302'AVENUE, IN THE SIDEWALK, MARKED BY YELLOW PAINTED BM 25, 13.0
 DY0302'FEET NORTH OF THE NORTH CURB OF THE STREET, 2.6 FEET EAST
 DY0302'OF THE EAST CURB OF THE AVENUE, 1.0 FOOT BELOW THE SURFACE OF
 DY0302'THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST, ACCESS
 DY0302'TO WHICH IS HAD THROUGH A 5-INCH METAL PIPE WITH A CAST IRON
 DY0302'COVER MARKED LBBM.
 DY0302
 DY0302                          STATION RECOVERY (1958)
 DY0302
 DY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0494 ***********************************************************************
 HS0494  DESIGNATION -  25 CAHD
 HS0494  PID         -  HS0494
 HS0494  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0494  USGS QUAD   -  LATHROP (1987)
 HS0494
 HS0494                         *CURRENT SURVEY CONTROL
 HS0494  ___________________________________________________________________
 HS0494* NAD 83(1986)-  37 51 06.     (N)    121 16 57.     (W)     SCALED    
 HS0494* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 HS0494  ___________________________________________________________________
 HS0494  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HS0494  VERT ORDER  -  THIRD (See Below)
 HS0494
 HS0494.The horizontal coordinates were scaled from a topographic map and have
 HS0494.an estimated accuracy of +/- 6 seconds.
 HS0494
 HS0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0494.The vertical order pertains to the NGVD 29 superseded value.
 HS0494
 HS0494.The geoid height was determined by GEOID03.
 HS0494
 HS0494;                    North         East    Units  Estimated Accuracy
 HS0494;SPC CA 3     -   650,300.    1,931,140.      MT  (+/- 180 meters Scaled)
 HS0494
 HS0494                          SUPERSEDED SURVEY CONTROL
 HS0494
 HS0494  NGVD 29 (??/??/??)    4.09   (m)           13.4    (f) RESET       3  
 HS0494
 HS0494.Superseded values are not recommended for survey control.
 HS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0494.See file dsdata.txt to determine how the superseded data were derived.
 HS0494
 HS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG511907(NAD 83)
 HS0494_MARKER: DD = SURVEY DISK
 HS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0494+STABILITY: SURFACE MOTION
 HS0494
 HS0494  HISTORY     - Date     Condition        Report By
 HS0494  HISTORY     - UNK      MONUMENTED       CADH
 HS0494  HISTORY     - 1959     GOOD             NGS
 HS0494
 HS0494                          STATION DESCRIPTION
 HS0494
 HS0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0494'2.2 MI S FROM FRENCH CAMP.
 HS0494'2.2 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 HS0494'MATHEWS ROAD AT FRENCH CAMP, AT THE T JUNCTION OF MANILA ROAD
 HS0494'LEADING WEST, BETWEEN THE EAST AND WEST TRAFFIC LANES OF THE
 HS0494'HIGHWAY, 118 FEET NORTH OF THE CENTER LINE OF AN ASPHALT CROSSOVER
 HS0494'BETWEEN THE TRAFFIC LANES, 83 FEET WEST OF THE CENTER LINE OF
 HS0494'THE EAST TRAFFIC LANES, 35 FEET EAST OF THE CENTER LINE OF THE
 HS0494'WEST TRAFFIC LANES, 1.4 FEET NORTH OF A METAL STATION MARKER
 HS0494'PAINTED MON 25, ABOUT 2 FEET LOWER THAN THE WEST TRAFFIC LANES,
 HS0494'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0055 ***********************************************************************
 DY0055  DESIGNATION -  25 DPW
 DY0055  PID         -  DY0055
 DY0055  STATE/COUNTY-  CA/ORANGE
 DY0055  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0055
 DY0055                         *CURRENT SURVEY CONTROL
 DY0055  ___________________________________________________________________
 DY0055* NAD 83(1986)-  33 47 45.     (N)    118 03 26.     (W)     SCALED    
 DY0055* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 DY0055  ___________________________________________________________________
 DY0055  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY0055  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0055
 DY0055.The horizontal coordinates were scaled from a topographic map and have
 DY0055.an estimated accuracy of +/- 6 seconds.
 DY0055
 DY0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0055.The vertical order pertains to the NGVD 29 superseded value.
 DY0055
 DY0055.The geoid height was determined by GEOID03.
 DY0055
 DY0055;                    North         East    Units  Estimated Accuracy
 DY0055;SPC CA 6     -   682,130.    1,832,650.      MT  (+/- 180 meters Scaled)
 DY0055
 DY0055                          SUPERSEDED SURVEY CONTROL
 DY0055
 DY0055  NGVD 29 (??/??/92)    7.239  (m)           23.75   (f) ADJ UNCH    1 2
 DY0055
 DY0055.Superseded values are not recommended for survey control.
 DY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0055.See file dsdata.txt to determine how the superseded data were derived.
 DY0055
 DY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT021400(NAD 83)
 DY0055_MARKER: N = NAIL
 DY0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0055_SP_SET: CURB
 DY0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0055
 DY0055  HISTORY     - Date     Condition        Report By
 DY0055  HISTORY     - UNK      MONUMENTED       CA1980
 DY0055  HISTORY     - 1945     GOOD             NGS
 DY0055  HISTORY     - 1964     GOOD             NGS
 DY0055
 DY0055                          STATION DESCRIPTION
 DY0055
 DY0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0055'AT LOS ALAMITOS NAS.
 DY0055'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, ALONG SARATOGA AVE.,
 DY0055'ABOUT MIDWAY BETWEEN BARRACKS D AND E, 99.5 FEET NORTHWEST OF
 DY0055'THE NORTHWEST CORNER OF BARRACKS D (BUILDING NO. 18), 62 FEET
 DY0055'NORTHEAST OF NORTHEAST CORNER OF BARRACKS E (BUILDING NO. 20),
 DY0055'2.4 FEET NORTHEAST OF IRON LIGHT POLE, SET IN SOUTH CURB OF
 DY0055'AVE.  IRON NAIL SET IN LEADED HOLE.  IRON NAIL SET IN LEADED
 DY0055'HOLE IN CURB.  NOTE-- LIGHT POLE IS 49.
 DY0055
 DY0055                          STATION RECOVERY (1964)
 DY0055
 DY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2219 ***********************************************************************
 EV2219  DESIGNATION -  25 FMK
 EV2219  PID         -  EV2219
 EV2219  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2219  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2219
 EV2219                         *CURRENT SURVEY CONTROL
 EV2219  ___________________________________________________________________
 EV2219* NAD 83(1986)-  34 59 44.     (N)    117 36 32.     (W)     SCALED    
 EV2219* NAVD 88     -       767.072  (meters)    2516.64   (feet)  ADJUSTED  
 EV2219  ___________________________________________________________________
 EV2219  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EV2219  DYNAMIC HT  -         766.208 (meters)    2513.80  (feet)  COMP
 EV2219  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 EV2219
 EV2219  VERT ORDER  -  FIRST     CLASS I
 EV2219
 EV2219.The horizontal coordinates were scaled from a topographic map and have
 EV2219.an estimated accuracy of +/- 6 seconds.
 EV2219
 EV2219.The orthometric height was determined by differential leveling
 EV2219.and adjusted in June 1991.
 EV2219
 EV2219.The geoid height was determined by GEOID03.
 EV2219
 EV2219.The dynamic height is computed by dividing the NAVD 88
 EV2219.geopotential number by the normal gravity value computed on the
 EV2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2219.degrees latitude (g = 980.6199 gals.).
 EV2219
 EV2219.The modeled gravity was interpolated from observed gravity values.
 EV2219
 EV2219;                    North         East    Units  Estimated Accuracy
 EV2219;SPC CA 5     -   665,970.    2,035,700.      MT  (+/- 180 meters Scaled)
 EV2219
 EV2219                          SUPERSEDED SURVEY CONTROL
 EV2219
 EV2219  NGVD 29 (??/??/92)  766.276  (m)         2514.02   (f) ADJ UNCH    1 1
 EV2219
 EV2219.Superseded values are not recommended for survey control.
 EV2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2219.See file dsdata.txt to determine how the superseded data were derived.
 EV2219
 EV2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU444727(NAD 83)
 EV2219_MARKER: DD = SURVEY DISK
 EV2219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2219_SP_SET: 10 FEET
 EV2219_STAMPING: 25 FMK 1973
 EV2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2219
 EV2219  HISTORY     - Date     Condition        Report By
 EV2219  HISTORY     - 1973     MONUMENTED       USGS
 EV2219  HISTORY     - 1974     GOOD             NGS
 EV2219  HISTORY     - 1977     GOOD             NGS
 EV2219
 EV2219                          STATION DESCRIPTION
 EV2219
 EV2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2219'2.5 MI E FROM BORON.
 EV2219'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV2219'THE STATION AT BORON, 15 POLES EAST OF MILEPOST 782, 44.4 FEET
 EV2219'SOUTH OF THE SOUTH RAIL, 14 FEET SOUTH OF THE CENTER LINE OF A
 EV2219'TRACK ROD, 3 1/2 FEET SOUTH OF TELLEPHONE POLE 191-19, 1.4 FEET
 EV2219'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK,
 EV2219'A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF
 EV2219'10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 EV2219'PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 3,
 EV2219'T10N, R7W
 EV2219
 EV2219                          STATION RECOVERY (1977)
 EV2219
 EV2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0660 ***********************************************************************
 HT0660  DESIGNATION -  25 H
 HT0660  PID         -  HT0660
 HT0660  STATE/COUNTY-  CA/ALAMEDA
 HT0660  USGS QUAD   -  OAKLAND WEST (1993)
 HT0660
 HT0660                         *CURRENT SURVEY CONTROL
 HT0660  ___________________________________________________________________
 HT0660* NAD 83(1986)-  37 48 19.     (N)    122 17 41.     (W)     SCALED    
 HT0660* NAVD 88     -         4.13   (+/-2cm)      13.5    (feet)  VERTCON   
 HT0660  ___________________________________________________________________
 HT0660  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HT0660  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0660
 HT0660.The horizontal coordinates were scaled from a topographic map and have
 HT0660.an estimated accuracy of +/- 6 seconds.
 HT0660
 HT0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0660.The vertical order pertains to the NGVD 29 superseded value.
 HT0660
 HT0660.The geoid height was determined by GEOID03.
 HT0660
 HT0660;                    North         East    Units  Estimated Accuracy
 HT0660;SPC CA 3     -   646,380.    1,841,970.      MT  (+/- 180 meters Scaled)
 HT0660
 HT0660                          SUPERSEDED SURVEY CONTROL
 HT0660
 HT0660  NGVD 29 (??/??/??)    3.309  (m)           10.86   (f) ADJUSTED    1 1
 HT0660
 HT0660.Superseded values are not recommended for survey control.
 HT0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0660.See file dsdata.txt to determine how the superseded data were derived.
 HT0660
 HT0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG620844(NAD 83)
 HT0660_MARKER: DD = SURVEY DISK
 HT0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0660_SP_SET: CONCRETE POST
 HT0660_STAMPING: SEC 25 STA H
 HT0660_MARK LOGO: NONE  
 HT0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0660+STABILITY: SURFACE MOTION
 HT0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0660+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1988
 HT0660
 HT0660  HISTORY     - Date     Condition        Report By
 HT0660  HISTORY     - UNK      MONUMENTED       CA2480
 HT0660  HISTORY     - 1951     GOOD             NGS
 HT0660  HISTORY     - 1969     GOOD             NGS
 HT0660  HISTORY     - 19880922 GOOD             NGS
 HT0660
 HT0660                          STATION DESCRIPTION
 HT0660
 HT0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0660'AT OAKLAND.
 HT0660'AT OAKLAND, AT THE NORTHWEST CORNER INTERSECTION OF SEVENTH
 HT0660'AND CENTER STREETS, 7.7 FEET NORTH OF THE PROLONGATION OF THE
 HT0660'NORTH CURB OF SEVENTH STREET, 7.5 FEET WEST OF THE PROLONGATION
 HT0660'OF THE WEST CURB OF CENTER STREET, 0.8 FOOT BELOW THE SURFACE OF
 HT0660'THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN AN
 HT0660'8-INCH IRON PIPE FLUSH WITH THE GROUND.
 HT0660
 HT0660                          STATION RECOVERY (1969)
 HT0660
 HT0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0660'RECOVERED IN GOOD CONDITION.
 HT0660
 HT0660                          STATION RECOVERY (1988)
 HT0660
 HT0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0661 ***********************************************************************
 HT0661  DESIGNATION -  25 I
 HT0661  PID         -  HT0661
 HT0661  STATE/COUNTY-  CA/ALAMEDA
 HT0661  USGS QUAD   -  OAKLAND WEST (1993)
 HT0661
 HT0661                         *CURRENT SURVEY CONTROL
 HT0661  ___________________________________________________________________
 HT0661* NAD 83(1986)-  37 48 22.     (N)    122 17 53.     (W)     SCALED    
 HT0661* NAVD 88     -         4.359  (meters)      14.30   (feet)  ADJUSTED  
 HT0661  ___________________________________________________________________
 HT0661  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HT0661  DYNAMIC HT  -           4.356 (meters)      14.29  (feet)  COMP
 HT0661  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 HT0661
 HT0661  VERT ORDER  -  FIRST     CLASS II
 HT0661
 HT0661.The horizontal coordinates were scaled from a topographic map and have
 HT0661.an estimated accuracy of +/- 6 seconds.
 HT0661
 HT0661.The orthometric height was determined by differential leveling
 HT0661.and adjusted in June 1991.
 HT0661
 HT0661.The geoid height was determined by GEOID03.
 HT0661
 HT0661.The dynamic height is computed by dividing the NAVD 88
 HT0661.geopotential number by the normal gravity value computed on the
 HT0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0661.degrees latitude (g = 980.6199 gals.).
 HT0661
 HT0661.The modeled gravity was interpolated from observed gravity values.
 HT0661
 HT0661;                    North         East    Units  Estimated Accuracy
 HT0661;SPC CA 3     -   646,480.    1,841,680.      MT  (+/- 180 meters Scaled)
 HT0661
 HT0661                          SUPERSEDED SURVEY CONTROL
 HT0661
 HT0661  NGVD 29 (10/21/93)    3.540  (m)           11.61   (f) ADJUSTED    1 2
 HT0661
 HT0661.Superseded values are not recommended for survey control.
 HT0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0661.See file dsdata.txt to determine how the superseded data were derived.
 HT0661
 HT0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG617845(NAD 83)
 HT0661_MARKER: DD = SURVEY DISK
 HT0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0661_SP_SET: CONCRETE POST
 HT0661_STAMPING: SEC 25 STA I
 HT0661_MARK LOGO: CA2480
 HT0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0661+STABILITY: SURFACE MOTION
 HT0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0661+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1988
 HT0661
 HT0661  HISTORY     - Date     Condition        Report By
 HT0661  HISTORY     - UNK      MONUMENTED       CA2480
 HT0661  HISTORY     - 1951     GOOD             NGS
 HT0661  HISTORY     - 1963     GOOD             NGS
 HT0661  HISTORY     - 1987     GOOD             USPSQD
 HT0661  HISTORY     - 19880922 GOOD             NGS
 HT0661
 HT0661                          STATION DESCRIPTION
 HT0661
 HT0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0661'AT OAKLAND.
 HT0661'AT OAKLAND, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SEVENTH
 HT0661'AND PERALTA STREETS, 9.9 FEET NORTH OF THE PROLONGATION OF THE
 HT0661'NORTH CURB OF SEVENTH STREET, 6.9 FEET WEST OF THE WEST CURB
 HT0661'OF PERALTA STREET, 0.8 FOOT BELOW THE SURFACE OF THE SIDEWALK,
 HT0661'AND SET IN THE TOP OF A CONCRETE POST ENCASED IN AN 8-INCH
 HT0661'IRON PIPE FLUSH WITH THE GROUND.
 HT0661
 HT0661                          STATION RECOVERY (1963)
 HT0661
 HT0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0661'RECOVERED IN GOOD CONDITION.
 HT0661
 HT0661                          STATION RECOVERY (1987)
 HT0661
 HT0661'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0661'RECOVERED IN GOOD CONDITION.
 HT0661
 HT0661                          STATION RECOVERY (1988)
 HT0661
 HT0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0661'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--9.9
 HT0661'FEET NORTH OF THE PROLONGATION OF THE NORTH CURB OF 7TH STREET.
 HT0661'ADD--1.3 M (4.3 FT) NORTH OF THE PROLONGATION OF THE NORTH CURB OF 7TH
 HT0661'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0662 ***********************************************************************
 HT0662  DESIGNATION -  25 J
 HT0662  PID         -  HT0662
 HT0662  STATE/COUNTY-  CA/ALAMEDA
 HT0662  USGS QUAD   -  OAKLAND WEST (1993)
 HT0662
 HT0662                         *CURRENT SURVEY CONTROL
 HT0662  ___________________________________________________________________
 HT0662* NAD 83(1986)-  37 48 25.     (N)    122 18 03.     (W)     SCALED    
 HT0662* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 HT0662  ___________________________________________________________________
 HT0662  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HT0662  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0662
 HT0662.The horizontal coordinates were scaled from a topographic map and have
 HT0662.an estimated accuracy of +/- 6 seconds.
 HT0662
 HT0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0662.The vertical order pertains to the NGVD 29 superseded value.
 HT0662
 HT0662.The geoid height was determined by GEOID03.
 HT0662
 HT0662;                    North         East    Units  Estimated Accuracy
 HT0662;SPC CA 3     -   646,570.    1,841,440.      MT  (+/- 180 meters Scaled)
 HT0662
 HT0662                          SUPERSEDED SURVEY CONTROL
 HT0662
 HT0662  NGVD 29 (??/??/92)    3.318  (m)           10.89   (f) ADJ UNCH    1 2
 HT0662
 HT0662.Superseded values are not recommended for survey control.
 HT0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0662.See file dsdata.txt to determine how the superseded data were derived.
 HT0662
 HT0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG615846(NAD 83)
 HT0662_MARKER: DD = SURVEY DISK
 HT0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0662_STAMPING: SEC 25 STA J
 HT0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0662+STABILITY: SURFACE MOTION
 HT0662
 HT0662  HISTORY     - Date     Condition        Report By
 HT0662  HISTORY     - UNK      MONUMENTED       CA2480
 HT0662  HISTORY     - 1951     GOOD             NGS
 HT0662  HISTORY     - 1963     GOOD             NGS
 HT0662  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0662  HISTORY     - 19881011 MARK NOT FOUND   NGS
 HT0662
 HT0662                          STATION DESCRIPTION
 HT0662
 HT0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0662'AT OAKLAND.
 HT0662'AT OAKLAND, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 HT0662'SEVENTH AND WILLOW STREETS, 8.7 FEET WEST OF THE PROLONGATION OF
 HT0662'THE WEST CURB OF WILLOW STREET, 5.6 FEET NORTH OF THE PROLONGATION
 HT0662'OF THE NORTH CURB OF SEVENTH STREET, 0.8 FOOT BELOW THE SURFACE
 HT0662'OF THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST ENCASED
 HT0662'IN AN 8-INCH IRON PIPE FLUSH WITH THE GROUND.
 HT0662
 HT0662                          STATION RECOVERY (1963)
 HT0662
 HT0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0662'RECOVERED IN GOOD CONDITION.
 HT0662
 HT0662                          STATION RECOVERY (1987)
 HT0662
 HT0662'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0662'MARK NOT FOUND.
 HT0662
 HT0662                          STATION RECOVERY (1988)
 HT0662
 HT0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3330 ***********************************************************************
 HS3330  DESIGNATION -  25 JD USGS
 HS3330  PID         -  HS3330
 HS3330  STATE/COUNTY-  CA/SANTA CLARA
 HS3330  USGS QUAD   -  EYLAR MTN (1971)
 HS3330
 HS3330                         *CURRENT SURVEY CONTROL
 HS3330  ___________________________________________________________________
 HS3330* NAD 83(1986)-  37 26 23.     (N)    121 30 49.     (W)     SCALED    
 HS3330* NAVD 88     -       806.88   (+/-2cm)    2647.2    (feet)  VERTCON   
 HS3330  ___________________________________________________________________
 HS3330  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HS3330  VERT ORDER  -  THIRD (See Below)
 HS3330
 HS3330.The horizontal coordinates were scaled from a topographic map and have
 HS3330.an estimated accuracy of +/- 6 seconds.
 HS3330
 HS3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3330.The vertical order pertains to the NGVD 29 superseded value.
 HS3330
 HS3330.The geoid height was determined by GEOID03.
 HS3330
 HS3330;                    North         East    Units  Estimated Accuracy
 HS3330;SPC CA 3     -   604,780.    1,910,310.      MT  (+/- 180 meters Scaled)
 HS3330
 HS3330                          SUPERSEDED SURVEY CONTROL
 HS3330
 HS3330  NGVD 29 (??/??/??)  805.99   (m)         2644.3    (f) RESET       3  
 HS3330
 HS3330.Superseded values are not recommended for survey control.
 HS3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3330.See file dsdata.txt to determine how the superseded data were derived.
 HS3330
 HS3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG314446(NAD 83)
 HS3330_MARKER: DD = SURVEY DISK
 HS3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3330_STAMPING: 25 JD 2644 1954
 HS3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3330+STABILITY: SURFACE MOTION
 HS3330
 HS3330  HISTORY     - Date     Condition        Report By
 HS3330  HISTORY     - 1954     MONUMENTED       USGS
 HS3330  HISTORY     - 1961     GOOD             NGS
 HS3330
 HS3330                          STATION DESCRIPTION
 HS3330
 HS3330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3330'26.4 MI SE FROM LIVERMORE.
 HS3330'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3330'LIVERMORE, THENCE 24.15 MILES SOUTHEAST ALONG MINES ROAD, 0.4
 HS3330'MILE NORTH OF A CATTLEGUARD, 0.2 MILE NORTH OF AN ABANDONED WHITE
 HS3330'FRAME BUILDING, AT THE CROSSING OF A CREEK, ON THE EAST SIDE OF
 HS3330'A ROUND KNOLL, 95 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HS3330'125 FEET WEST AND ACROSS THE ROAD FROM THE CENTER OF THE SOUTHEAST
 HS3330'END OF AN 8-INCH PIPE CULVERT, 0.8 FOOT NORTHWEST OF A WITNESS
 HS3330'POST, ABOUT 6 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 HS3330'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4524 ***********************************************************************
 AI4524  DESIGNATION -  25 JRH
 AI4524  PID         -  AI4524
 AI4524  STATE/COUNTY-  CA/IMPERIAL
 AI4524  USGS QUAD   -  CARRIZO MTN (1975)
 AI4524
 AI4524                         *CURRENT SURVEY CONTROL
 AI4524  ___________________________________________________________________
 AI4524* NAD 83(1986)-  32 45 19.     (N)    116 02 53.     (W)     SCALED    
 AI4524* NAVD 88     -       205.772  (meters)     675.10   (feet)  ADJUSTED  
 AI4524  ___________________________________________________________________
 AI4524  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AI4524  DYNAMIC HT  -         205.523 (meters)     674.29  (feet)  COMP
 AI4524  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 AI4524
 AI4524  VERT ORDER  -  THIRD
 AI4524
 AI4524.The horizontal coordinates were scaled from a topographic map and have
 AI4524.an estimated accuracy of +/- 6 seconds.
 AI4524
 AI4524.The orthometric height was determined by differential leveling
 AI4524.and adjusted in May 2000.
 AI4524
 AI4524.The geoid height was determined by GEOID03.
 AI4524
 AI4524.The dynamic height is computed by dividing the NAVD 88
 AI4524.geopotential number by the normal gravity value computed on the
 AI4524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4524.degrees latitude (g = 980.6199 gals.).
 AI4524
 AI4524.The modeled gravity was interpolated from observed gravity values.
 AI4524
 AI4524;                    North         East    Units  Estimated Accuracy
 AI4524;SPC CA 6     -   565,300.    2,018,920.      MT  (+/- 180 meters Scaled)
 AI4524
 AI4524                          SUPERSEDED SURVEY CONTROL
 AI4524
 AI4524.No superseded survey control is available for this station.
 AI4524
 AI4524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS891245(NAD 83)
 AI4524_MARKER: DB = BENCH MARK DISK
 AI4524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4524_STAMPING: 25 JRH 673 1957
 AI4524_MARK LOGO: USGS  
 AI4524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4524+STABILITY: SURFACE MOTION
 AI4524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4524+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1995
 AI4524
 AI4524  HISTORY     - Date     Condition        Report By
 AI4524  HISTORY     - 1957     MONUMENTED       USGS
 AI4524  HISTORY     - 19950329 GOOD             CADT
 AI4524
 AI4524                          STATION DESCRIPTION
 AI4524
 AI4524'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4524'THE STATION IS LOCATED 3.1 MI (5.0 KM) NORTHWEST OF OCOTILLO ON THE
 AI4524'SOUTH SIDE OF IMPERIAL COUNTY ROUTE S-2, KNOW LOCALLY AS IMPERIAL
 AI4524'HIGHWAY, AT POST MILE 60.5. TO REACH FROM THE INTERSECTION OF
 AI4524'INTERSTATE 8 AND RTE S-2 IN OCOTILLO, TRAVEL NORTH THEN WEST ON RTE
 AI4524'S-2 FOR 1.35 MI (2.17 KM) TO THE INTERSECTION OF SHELL CANYON ROAD.
 AI4524'CONTINUE STRAIGHT AHEAD 2.5 MI (4.0 KM) TO A PAVED ROAD RIGHT, NORTH,
 AI4524'CONTINUE 0.3 MI (0.5 KM) TO A DIRT ROAD AND THE STATION MARK ON THE
 AI4524'LEFT, SOUTH. THE STATION MARK IS 61.5 FT (18.7 M) SOUTH OF THE
 AI4524'CENTERLINE OF S-2, 67 FT (20.4 M) WEST OF THE CENTER OF THE DIRT ROAD,
 AI4524'AND 1.0 FT (0.3 M) HIGHER THAN THE CENTERLINE OF S-2. THE STATION WAS
 AI4524'LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL RUN IN SAN DIEGO
 AI4524'COUNTY TO ESATABLISH NAVD 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0766 ***********************************************************************
 GT0766  DESIGNATION -  25 M
 GT0766  PID         -  GT0766
 GT0766  STATE/COUNTY-  CA/TULARE
 GT0766  USGS QUAD   -  ROCKY HILL (1969)
 GT0766
 GT0766                         *CURRENT SURVEY CONTROL
 GT0766  ___________________________________________________________________
 GT0766* NAD 83(1986)-  36 21 14.     (N)    119 03 44.     (W)     SCALED    
 GT0766* NAVD 88     -       141.03   (+/-2cm)     462.7    (feet)  VERTCON   
 GT0766  ___________________________________________________________________
 GT0766  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GT0766  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0766
 GT0766.The horizontal coordinates were scaled from a topographic map and have
 GT0766.an estimated accuracy of +/- 6 seconds.
 GT0766
 GT0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0766.The vertical order pertains to the NGVD 29 superseded value.
 GT0766
 GT0766.The geoid height was determined by GEOID03.
 GT0766
 GT0766;                    North         East    Units  Estimated Accuracy
 GT0766;SPC CA 4     -   613,240.    1,994,420.      MT  (+/- 180 meters Scaled)
 GT0766
 GT0766                          SUPERSEDED SURVEY CONTROL
 GT0766
 GT0766  NGVD 29 (??/??/92)  140.188  (m)          459.93   (f) ADJ UNCH    1 1
 GT0766
 GT0766.Superseded values are not recommended for survey control.
 GT0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0766.See file dsdata.txt to determine how the superseded data were derived.
 GT0766
 GT0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA149251(NAD 83)
 GT0766_MARKER: P = PIPE CAP
 GT0766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0766_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0766_STAMPING: 460 25 M 1923 PT
 GT0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0766
 GT0766  HISTORY     - Date     Condition        Report By
 GT0766  HISTORY     - 1923     MONUMENTED       USGS
 GT0766  HISTORY     - 1972     GOOD             NGS
 GT0766
 GT0766                          STATION DESCRIPTION
 GT0766
 GT0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT0766'3.2 MI SW FROM LEMONCOVE.
 GT0766'3.15 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM
 GT0766'THE JUNCTION OF ROAD 244 AND AVENUE 310 AT LEMONCOVE, AT
 GT0766'LINDCOVE, AT THE CROSSING OF A DIRT ROAD EAST AND THE JUNCTION
 GT0766'OF AVENUE 312 AND ROAD 228, 9.2 FEET WEST OF THE WEST RAIL,
 GT0766'17 1/2 FEET EAST OF THE CENTER LINE OF ROAD 228, 27 FEET SOUTH
 GT0766'OF THE EXTENDED CENTER LINE OF THE AVENUE, 56 FEET EAST AND
 GT0766'ACROSS THE ROAD FROM A POWER POLE, 6.3 FEET SOUTH OF A STOP
 GT0766'SIGN POST, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT
 GT0766'LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 GT0766'IRON PIPE 0.5 FOOT UNDERGROUND.  SEC 21, T18S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0829 ***********************************************************************
 EU0829  DESIGNATION -  25 P
 EU0829  PID         -  EU0829
 EU0829  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0829  USGS QUAD   -  GENE WASH (1975)
 EU0829
 EU0829                         *CURRENT SURVEY CONTROL
 EU0829  ___________________________________________________________________
 EU0829* NAD 83(1986)-  34 17 26.     (N)    114 10 26.     (W)     SCALED    
 EU0829* NAVD 88     -       236.20   (+/-2cm)     774.9    (feet)  VERTCON   
 EU0829  ___________________________________________________________________
 EU0829  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EU0829  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0829
 EU0829.The horizontal coordinates were scaled from a topographic map and have
 EU0829.an estimated accuracy of +/- 6 seconds.
 EU0829
 EU0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0829.The vertical order pertains to the NGVD 29 superseded value.
 EU0829
 EU0829.The geoid height was determined by GEOID03.
 EU0829
 EU0829;                    North         East    Units  Estimated Accuracy
 EU0829;SPC CA 5     -   594,400.    2,352,170.      MT  (+/- 180 meters Scaled)
 EU0829
 EU0829                          SUPERSEDED SURVEY CONTROL
 EU0829
 EU0829  NGVD 29 (08/15/05)  235.580  (m)          772.90   (f) ADJUSTED    1 1
 EU0829
 EU0829.Superseded values are not recommended for survey control.
 EU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0829.See file dsdata.txt to determine how the superseded data were derived.
 EU0829
 EU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT601979(NAD 83)
 EU0829_MARKER: DD = SURVEY DISK
 EU0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EU0829_STAMPING: 25 P 1933
 EU0829_PROJECTION: PROJECTING 3 CENTIMETERS
 EU0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0829+STABILITY: SURFACE MOTION
 EU0829
 EU0829  HISTORY     - Date     Condition        Report By
 EU0829  HISTORY     - 1933     MONUMENTED       MWDSC
 EU0829  HISTORY     - 1976     GOOD             NGS
 EU0829
 EU0829                          STATION DESCRIPTION
 EU0829
 EU0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0829'3.2 MI SW FROM PARKER DAM.
 EU0829'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0829'DAM, THENCE 2.3 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.3 MILE
 EU0829'WEST ALONG A PAVED ROAD TO THE GENE PUMPING STATION OFFICE, 235 FT.
 EU0829'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE, 182 SOUTH OF THE
 EU0829'SOUTHWEST CORNER OF DORMITORY BUILDING, 114 FT. SOUTHEAST OF THE
 EU0829'SOUTHEAST CORNER OF A GUEST LODGE, ON TOP OF A LONE ROCKY KNOLL ON THE
 EU0829'SOUTH EDGE OF A PARKING LOT, 48.7 FT. EAST OF A POWER POLE.
 EU0829'THE MARK IS 7 FT ABOVE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0067 ***********************************************************************
 JT0067  DESIGNATION -  25 TKM
 JT0067  PID         -  JT0067
 JT0067  STATE/COUNTY-  CA/NAPA
 JT0067  USGS QUAD   -  KNOXVILLE (1993)
 JT0067
 JT0067                         *CURRENT SURVEY CONTROL
 JT0067  ___________________________________________________________________
 JT0067* NAD 83(1986)-  38 49 26.     (N)    122 20 15.     (W)     SCALED    
 JT0067* NAVD 88     -       385.83   (+/-2cm)    1265.8    (feet)  VERTCON   
 JT0067  ___________________________________________________________________
 JT0067  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JT0067  VERT ORDER  -  THIRD (See Below)
 JT0067
 JT0067.The horizontal coordinates were scaled from a topographic map and have
 JT0067.an estimated accuracy of +/- 6 seconds.
 JT0067
 JT0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0067.The vertical order pertains to the NGVD 29 superseded value.
 JT0067
 JT0067.The geoid height was determined by GEOID03.
 JT0067
 JT0067;                    North         East    Units  Estimated Accuracy
 JT0067;SPC CA 2     -   628,510.    1,970,690.      MT  (+/- 180 meters Scaled)
 JT0067
 JT0067                          SUPERSEDED SURVEY CONTROL
 JT0067
 JT0067  NGVD 29 (??/??/??)  384.97   (m)         1263.0    (f) RESET       3  
 JT0067
 JT0067.Superseded values are not recommended for survey control.
 JT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0067.See file dsdata.txt to determine how the superseded data were derived.
 JT0067
 JT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH575974(NAD 83)
 JT0067_MARKER: DD = SURVEY DISK
 JT0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0067_STAMPING: 25 TKM 1942 1262
 JT0067_MARK LOGO: USGS  
 JT0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0067+STABILITY: SURFACE MOTION
 JT0067
 JT0067  HISTORY     - Date     Condition        Report By
 JT0067  HISTORY     - 1942     MONUMENTED       USGS
 JT0067  HISTORY     - 1966     GOOD             CGS
 JT0067
 JT0067                          STATION DESCRIPTION
 JT0067
 JT0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0067'18.8 MI SE FROM LOWER LAKE.
 JT0067'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0067'OFFICE AT LOWER LAKE, THENCE 4.65 MILES SOUTHEAST ALONG
 JT0067'BERRYESSA-KNOXVILLE ROAD, AT THE OLD TOWN SITE OF KNOXVILLE,
 JT0067'92 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 77 FEET EAST
 JT0067'OF THE SOUTH CORNER OF A BRICK AND SANDSTONE BUILDING, 24 FEET
 JT0067'SOUTH OF THE SOUTH FACE OF A ROCK WALL, 4.0 FEET WEST OF THE
 JT0067'END OF THE WALL, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN
 JT0067'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0841 ***********************************************************************
 JS0841  DESIGNATION -  25 USE
 JS0841  PID         -  JS0841
 JS0841  STATE/COUNTY-  CA/SACRAMENTO
 JS0841  USGS QUAD   -  CARMICHAEL (1992)
 JS0841
 JS0841                         *CURRENT SURVEY CONTROL
 JS0841  ___________________________________________________________________
 JS0841* NAD 83(1986)-  38 33 17.     (N)    121 22 19.     (W)     SCALED    
 JS0841* NAVD 88     -        14.12   (+/-2cm)      46.3    (feet)  VERTCON   
 JS0841  ___________________________________________________________________
 JS0841  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JS0841  VERT ORDER  -  THIRD (See Below)
 JS0841
 JS0841.The horizontal coordinates were scaled from a topographic map and have
 JS0841.an estimated accuracy of +/- 6 seconds.
 JS0841
 JS0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0841.The vertical order pertains to the NGVD 29 superseded value.
 JS0841
 JS0841.The geoid height was determined by GEOID03.
 JS0841
 JS0841;                    North         East    Units  Estimated Accuracy
 JS0841;SPC CA 2     -   598,770.    2,054,740.      MT  (+/- 180 meters Scaled)
 JS0841
 JS0841                          SUPERSEDED SURVEY CONTROL
 JS0841
 JS0841  NGVD 29 (??/??/??)   13.39   (m)           43.9    (f) RESET       3  
 JS0841
 JS0841.Superseded values are not recommended for survey control.
 JS0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0841.See file dsdata.txt to determine how the superseded data were derived.
 JS0841
 JS0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH418686(NAD 83)
 JS0841_MARKER: P = PIPE CAP
 JS0841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0841_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0841_STAMPING: 46.8 25
 JS0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0841
 JS0841  HISTORY     - Date     Condition        Report By
 JS0841  HISTORY     - UNK      MONUMENTED       DOD
 JS0841  HISTORY     - 1932     GOOD             NGS
 JS0841
 JS0841                          STATION DESCRIPTION
 JS0841
 JS0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 JS0841'1.6 MI NE FROM PERKINS.
 JS0841'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE HIGHWAY
 JS0841'JUNCTION AT PERKINS, SACRAMENTO COUNTY, ABOUT 500 FEET SOUTHWEST
 JS0841'OF THE SOUTHERN PACIFIC CO. RAILROAD STATION AT MANLOVE, 40 FEET
 JS0841'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF A
 JS0841'FENCE CORNER, AND ON THE RAILROAD RIGHT-OF-WAY ON THE WEST SIDE
 JS0841'OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 JS0841'STAMPED 46.8 25 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 JS0841'PIPE SET IN A TILE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2423 ***********************************************************************
 HS2423  DESIGNATION -  25 USGS
 HS2423  PID         -  HS2423
 HS2423  STATE/COUNTY-  CA/STANISLAUS
 HS2423  USGS QUAD   -  ORESTIMBA PEAK (1971)
 HS2423
 HS2423                         *CURRENT SURVEY CONTROL
 HS2423  ___________________________________________________________________
 HS2423* NAD 83(1986)-  37 17 51.     (N)    121 10 00.     (W)     SCALED    
 HS2423* NAVD 88     -        84.38   (+/-2cm)     276.8    (feet)  VERTCON   
 HS2423  ___________________________________________________________________
 HS2423  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 HS2423  VERT ORDER  -  THIRD (See Below)
 HS2423
 HS2423.The horizontal coordinates were scaled from a topographic map and have
 HS2423.an estimated accuracy of +/- 6 seconds.
 HS2423
 HS2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2423.The vertical order pertains to the NGVD 29 superseded value.
 HS2423
 HS2423.The geoid height was determined by GEOID03.
 HS2423
 HS2423;                    North         East    Units  Estimated Accuracy
 HS2423;SPC CA 3     -   588,720.    1,940,890.      MT  (+/- 180 meters Scaled)
 HS2423
 HS2423                          SUPERSEDED SURVEY CONTROL
 HS2423
 HS2423  NGVD 29 (??/??/??)   83.58   (m)          274.2    (f) RESET       3  
 HS2423
 HS2423.Superseded values are not recommended for survey control.
 HS2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2423.See file dsdata.txt to determine how the superseded data were derived.
 HS2423
 HS2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG624294(NAD 83)
 HS2423_MARKER: DD = SURVEY DISK
 HS2423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2423_SP_SET: BRIDGE
 HS2423_STAMPING: 25 240 1935
 HS2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2423
 HS2423  HISTORY     - Date     Condition        Report By
 HS2423  HISTORY     - 1935     MONUMENTED       USGS
 HS2423  HISTORY     - 1957     GOOD             NGS
 HS2423  HISTORY     - 1961     GOOD             NGS
 HS2423
 HS2423                          STATION DESCRIPTION
 HS2423
 HS2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS2423'9 MI W FROM NEWMAN.
 HS2423'0.4 MILE NORTHWEST ALONG N STREET FROM THE SOUTHERN PACIFIC
 HS2423'COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.4 MILE WEST ALONG
 HS2423'YOLO STREET, THENCE 5.1 MILES WEST ALONG ORESTIMBA ROAD, THENCE
 HS2423'3.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, AT A SMALL WOODEN
 HS2423'BRIDGE OVER A CATTLE CROSSING, IN THE TOP OF THE EAST END OF
 HS2423'THE WEST CONCRETE WING WALL, 13 FEET NORTHWEST OF THE CENTER
 HS2423'LINE OF ROAD, 1.4 FEET WEST OF A 2-INCH IRON PIPE GUARDRAIL,
 HS2423'AND ABOUT LEVEL WITH THE ROAD.
 HS2423
 HS2423                          STATION RECOVERY (1961)
 HS2423
 HS2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HS2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0938 ***********************************************************************
 HT0938  DESIGNATION -  25+28.58 EBMUD
 HT0938  PID         -  HT0938
 HT0938  STATE/COUNTY-  CA/CONTRA COSTA
 HT0938  USGS QUAD   -  SAN QUENTIN (1995)
 HT0938
 HT0938                         *CURRENT SURVEY CONTROL
 HT0938  ___________________________________________________________________
 HT0938* NAD 83(1986)-  37 55 54.     (N)    122 24 04.     (W)     SCALED    
 HT0938* NAVD 88     -        14.61   (+/-2cm)      47.9    (feet)  VERTCON   
 HT0938  ___________________________________________________________________
 HT0938  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HT0938  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0938
 HT0938.The horizontal coordinates were scaled from a topographic map and have
 HT0938.an estimated accuracy of +/- 6 seconds.
 HT0938
 HT0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0938.The vertical order pertains to the NGVD 29 superseded value.
 HT0938
 HT0938.The geoid height was determined by GEOID03.
 HT0938
 HT0938;                    North         East    Units  Estimated Accuracy
 HT0938;SPC CA 3     -   660,590.    1,832,890.      MT  (+/- 180 meters Scaled)
 HT0938
 HT0938                          SUPERSEDED SURVEY CONTROL
 HT0938
 HT0938  NGVD 29 (??/??/92)   13.80   (m)           45.3    (f) COMPUTED    1 2
 HT0938
 HT0938.Superseded values are not recommended for survey control.
 HT0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0938.See file dsdata.txt to determine how the superseded data were derived.
 HT0938
 HT0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG526984(NAD 83)
 HT0938_MARKER: P = PIPE CAP
 HT0938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0938_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0938_STAMPING: 25+28.58
 HT0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0938
 HT0938  HISTORY     - Date     Condition        Report By
 HT0938  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0938  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0938
 HT0938                          STATION DESCRIPTION
 HT0938
 HT0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0938'AT POINT RICHMOND.
 HT0938'AT POINT RICHMOND, CONTRA COSTA COUNTY, NEAR THE JUNCTION OF
 HT0938'THE SAN REFAEL FERRY ROAD AND THE WINE HAVEN ROAD, 74 FEET
 HT0938'SOUTHWEST OF THE AAA SIGN AT THE JUNCTION, 40 FEET NORTHWEST
 HT0938'OF THE CENTERLINE OF THE FERRY ROAD, AND 15 FEET SOUTHEAST OF
 HT0938'THE WINE HAVEN ROAD.  AN EAST BAY MUNICIPAL UTILITIES DISTRICT
 HT0938'STANDARD DISK, STAMPED 25+28.58 AND SET IN THE TOP OF A 4-1/2 INCH
 HT0938'CONCRETE-FILLED PIPE SET IN CONCRETE, PROJECTING 1 INCH ABOVE
 HT0938'GROUND.  NOTE-- THE MARK IS BELIEVED TO HAVE BEEN BURIED OR
 HT0938'DESTROYED DURING THE CONSTRUCTION OF THE FREEWAY APPROACHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2795 ***********************************************************************
 DX2795  DESIGNATION -  25.00 ROW LINE CL WASH
 DX2795  PID         -  DX2795
 DX2795  STATE/COUNTY-  CA/RIVERSIDE
 DX2795  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2795
 DX2795                         *CURRENT SURVEY CONTROL
 DX2795  ___________________________________________________________________
 DX2795* NAD 83(1986)-  33 56 24.     (N)    117 23 53.     (W)     SCALED    
 DX2795* NAVD 88     -       264.822  (meters)     868.84   (feet)  ADJUSTED  
 DX2795  ___________________________________________________________________
 DX2795  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DX2795  DYNAMIC HT  -         264.531 (meters)     867.88  (feet)  COMP
 DX2795  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 DX2795
 DX2795  VERT ORDER  -  FIRST     CLASS I
 DX2795
 DX2795.The horizontal coordinates were scaled from a topographic map and have
 DX2795.an estimated accuracy of +/- 6 seconds.
 DX2795
 DX2795.The orthometric height was determined by differential leveling
 DX2795.and adjusted in June 1991.
 DX2795
 DX2795.The geoid height was determined by GEOID03.
 DX2795
 DX2795.The dynamic height is computed by dividing the NAVD 88
 DX2795.geopotential number by the normal gravity value computed on the
 DX2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2795.degrees latitude (g = 980.6199 gals.).
 DX2795
 DX2795.The modeled gravity was interpolated from observed gravity values.
 DX2795
 DX2795;                    North         East    Units  Estimated Accuracy
 DX2795;SPC CA 6     -   697,260.    1,893,860.      MT  (+/- 180 meters Scaled)
 DX2795
 DX2795                          SUPERSEDED SURVEY CONTROL
 DX2795
 DX2795  NGVD 29 (??/??/??)  264.070  (m)          866.37   (f) ADJUSTED    1 1
 DX2795
 DX2795.Superseded values are not recommended for survey control.
 DX2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2795.See file dsdata.txt to determine how the superseded data were derived.
 DX2795
 DX2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT632555(NAD 83)
 DX2795_MARKER: DD = SURVEY DISK
 DX2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2795_SP_SET: CONCRETE POST
 DX2795_STAMPING: 25.00 R/W LINE C/L WASHINGTON
 DX2795_MARK LOGO: CADT  
 DX2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2795+STABILITY: SURFACE MOTION
 DX2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2795+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1994
 DX2795
 DX2795  HISTORY     - Date     Condition        Report By
 DX2795  HISTORY     - UNK      MONUMENTED       CADT
 DX2795  HISTORY     - 1968     GOOD             NGS
 DX2795  HISTORY     - 1974     GOOD             NGS
 DX2795  HISTORY     - 1977     GOOD             NGS
 DX2795  HISTORY     - 1988     GOOD             NGS
 DX2795  HISTORY     - 19940912 GOOD             MWDSC
 DX2795
 DX2795                          STATION DESCRIPTION
 DX2795
 DX2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2795'0.5 MI NE FROM CASA BLANCA.
 DX2795'ABOUT 0.5 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2795'FE RAILWAY FROM THE MADISON STREET CROSSING AT CASA BLANCA
 DX2795'TO THE WASHINGTON STREET CROSSING, THENCE 550 FEET NORTHWEST
 DX2795'ALONG THE CENTERLINE OF WASHINGTON STREET TO THE MONUMENT, 182
 DX2795'FEET NORTHWEST OF INDIANA AVENUE, 25 FEET SOUTHEAST OF THE
 DX2795'SOUTHEAST RIGHT-OF-WAY LINE OF THE RIVERSIDE FREEWAY.  A CSDH
 DX2795'BRONZE DISK IN CONCRETE POST SET IN A METAL WELL, CAPPED.
 DX2795
 DX2795                          STATION RECOVERY (1974)
 DX2795
 DX2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DX2795'RECOVERED IN GOOD CONDITION.
 DX2795
 DX2795                          STATION RECOVERY (1977)
 DX2795
 DX2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2795'ADD- IN THE CENTER LINE OF WASHINGTON STREET
 DX2795
 DX2795                          STATION RECOVERY (1988)
 DX2795
 DX2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2795'RECOVERED IN GOOD CONDITION.
 DX2795
 DX2795                          STATION RECOVERY (1994)
 DX2795
 DX2795'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2795'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4205 06 040.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0553 ***********************************************************************
 HS0553  DESIGNATION -  25.19 USBR
 HS0553  PID         -  HS0553
 HS0553  STATE/COUNTY-  CA/STANISLAUS
 HS0553  USGS QUAD   -  SOLYO (1991)
 HS0553
 HS0553                         *CURRENT SURVEY CONTROL
 HS0553  ___________________________________________________________________
 HS0553* NAD 83(1986)-  37 36 26.     (N)    121 19 29.     (W)     SCALED    
 HS0553* NAVD 88     -        67.45   (+/-2cm)     221.3    (feet)  VERTCON   
 HS0553  ___________________________________________________________________
 HS0553  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0553  VERT ORDER  -  THIRD (See Below)
 HS0553
 HS0553.The horizontal coordinates were scaled from a topographic map and have
 HS0553.an estimated accuracy of +/- 6 seconds.
 HS0553
 HS0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0553.The vertical order pertains to the NGVD 29 superseded value.
 HS0553
 HS0553.The geoid height was determined by GEOID03.
 HS0553
 HS0553;                    North         East    Units  Estimated Accuracy
 HS0553;SPC CA 3     -   623,200.    1,927,180.      MT  (+/- 180 meters Scaled)
 HS0553
 HS0553                          SUPERSEDED SURVEY CONTROL
 HS0553
 HS0553  NGVD 29 (??/??/??)   66.69   (m)          218.8    (f) RESET       3  
 HS0553
 HS0553.Superseded values are not recommended for survey control.
 HS0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0553.See file dsdata.txt to determine how the superseded data were derived.
 HS0553
 HS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG478635(NAD 83)
 HS0553_MARKER: DD = SURVEY DISK
 HS0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0553_SP_SET: FLUME
 HS0553_STAMPING: 25.19
 HS0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0553
 HS0553  HISTORY     - Date     Condition        Report By
 HS0553  HISTORY     - UNK      MONUMENTED       BOR
 HS0553  HISTORY     - 1965     GOOD             NGS
 HS0553
 HS0553                          STATION DESCRIPTION
 HS0553
 HS0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS0553'4.9 MI SW FROM VERNALIS.
 HS0553'2.4 MILES SOUTH ALONG WELTY ROAD FROM THE POST OFFICE AND STORE
 HS0553'AT VERNALIS, THENCE 1.5 MILES WEST ALONG GAFFERY ROAD, THENCE 1.0
 HS0553'MILE NORTH ALONG THE DELTA-MENDOTA CANAL, IN THE TOP OF THE WEST
 HS0553'END OF THE SOUTH CONCRETE WALL OF FLUME NO. 25.20 OVER THE CANAL,
 HS0553'26.4 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0601 ***********************************************************************
 HS0601  DESIGNATION -  25.20 USBR
 HS0601  PID         -  HS0601
 HS0601  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0601  USGS QUAD   -  SOLYO (1991)
 HS0601
 HS0601                         *CURRENT SURVEY CONTROL
 HS0601  ___________________________________________________________________
 HS0601* NAD 83(1986)-  37 36 27.     (N)    121 19 29.     (W)     SCALED    
 HS0601* NAVD 88     -        67.45   (+/-2cm)     221.3    (feet)  VERTCON   
 HS0601  ___________________________________________________________________
 HS0601  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0601  VERT ORDER  -  THIRD (See Below)
 HS0601
 HS0601.The horizontal coordinates were scaled from a topographic map and have
 HS0601.an estimated accuracy of +/- 6 seconds.
 HS0601
 HS0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0601.The vertical order pertains to the NGVD 29 superseded value.
 HS0601
 HS0601.The geoid height was determined by GEOID03.
 HS0601
 HS0601;                    North         East    Units  Estimated Accuracy
 HS0601;SPC CA 3     -   623,230.    1,927,180.      MT  (+/- 180 meters Scaled)
 HS0601
 HS0601                          SUPERSEDED SURVEY CONTROL
 HS0601
 HS0601  NGVD 29 (??/??/??)   66.69   (m)          218.8    (f) RESET       3  
 HS0601
 HS0601.Superseded values are not recommended for survey control.
 HS0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0601.See file dsdata.txt to determine how the superseded data were derived.
 HS0601
 HS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG478635(NAD 83)
 HS0601_MARKER: DD = SURVEY DISK
 HS0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0601_SP_SET: RETAINING WALL
 HS0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0601
 HS0601  HISTORY     - Date     Condition        Report By
 HS0601  HISTORY     - UNK      MONUMENTED       BOR
 HS0601  HISTORY     - 1961     GOOD             NGS
 HS0601
 HS0601                          STATION DESCRIPTION
 HS0601
 HS0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0601'3.9 MI SW FROM VERNALIS.
 HS0601'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0601'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE
 HS0601'1.2 MILES SOUTHEAST ALONG A ROAD ON THE NORTHEAST LEVEE OF THE
 HS0601'DELTA-MENDOTA CANAL, AT THE CROSSING OF CONCRETE IRRIGATION DITCH
 HS0601'AT MILEAGE 25.20 OVER THE CANAL, IN THE TOP OF THE SOUTHWEST END
 HS0601'OF THE SOUTHEAST CONCRETE RETAINING WALL, 26 FEET NORTHEAST OF THE
 HS0601'CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 4 FEET LOWER
 HS0601'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0600 ***********************************************************************
 HS0600  DESIGNATION -  25.62 USBR
 HS0600  PID         -  HS0600
 HS0600  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0600  USGS QUAD   -  SOLYO (1991)
 HS0600
 HS0600                         *CURRENT SURVEY CONTROL
 HS0600  ___________________________________________________________________
 HS0600* NAD 83(1986)-  37 36 09.     (N)    121 19 21.     (W)     SCALED    
 HS0600* NAVD 88     -        64.11   (+/-2cm)     210.3    (feet)  VERTCON   
 HS0600  ___________________________________________________________________
 HS0600  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HS0600  VERT ORDER  -  THIRD (See Below)
 HS0600
 HS0600.The horizontal coordinates were scaled from a topographic map and have
 HS0600.an estimated accuracy of +/- 6 seconds.
 HS0600
 HS0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0600.The vertical order pertains to the NGVD 29 superseded value.
 HS0600
 HS0600.The geoid height was determined by GEOID03.
 HS0600
 HS0600;                    North         East    Units  Estimated Accuracy
 HS0600;SPC CA 3     -   622,680.    1,927,380.      MT  (+/- 180 meters Scaled)
 HS0600
 HS0600                          SUPERSEDED SURVEY CONTROL
 HS0600
 HS0600  NGVD 29 (??/??/??)   63.35   (m)          207.8    (f) RESET       3  
 HS0600
 HS0600.Superseded values are not recommended for survey control.
 HS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0600.See file dsdata.txt to determine how the superseded data were derived.
 HS0600
 HS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG480630(NAD 83)
 HS0600_MARKER: DD = SURVEY DISK
 HS0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0600_SP_SET: RETAINING WALL
 HS0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0600
 HS0600  HISTORY     - Date     Condition        Report By
 HS0600  HISTORY     - UNK      MONUMENTED       BOR
 HS0600  HISTORY     - 1961     GOOD             NGS
 HS0600
 HS0600                          STATION DESCRIPTION
 HS0600
 HS0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0600'4.3 MI SW FROM VERNALIS.
 HS0600'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0600'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD,
 HS0600'THENCE 1.6 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE ROAD OF
 HS0600'DELTA-MENDOTA CANAL, AT THE CROSSING OF A CONCRETE IRRIGATION DITCH AT
 HS0600'MILEAGE 25.62 OVER THE CANAL, IN THE TOP OF THE SOUTHWEST END OF
 HS0600'THE SOUTHEAST CONCRETE RETAINING WALL, 27 FEET NORTHEAST OF THE
 HS0600'SOUTHWEST LEVEE ROAD, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0950 ***********************************************************************
 GT0950  DESIGNATION -  250
 GT0950  PID         -  GT0950
 GT0950  STATE/COUNTY-  CA/KINGS
 GT0950  USGS QUAD   -  HANFORD (1954)
 GT0950
 GT0950                         *CURRENT SURVEY CONTROL
 GT0950  ___________________________________________________________________
 GT0950* NAD 83(1986)-  36 19 41.     (N)    119 38 50.     (W)     SCALED    
 GT0950* NAVD 88     -        73.724  (meters)     241.88   (feet)  ADJUSTED  
 GT0950  ___________________________________________________________________
 GT0950  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 GT0950  DYNAMIC HT  -          73.662 (meters)     241.67  (feet)  COMP
 GT0950  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 GT0950
 GT0950  VERT ORDER  -  SECOND    CLASS II
 GT0950
 GT0950.The horizontal coordinates were scaled from a topographic map and have
 GT0950.an estimated accuracy of +/- 6 seconds.
 GT0950
 GT0950.The orthometric height was determined by differential leveling
 GT0950.and adjusted in October 2007.
 GT0950.No vertical observational check was made to the station.
 GT0950
 GT0950.The geoid height was determined by GEOID03.
 GT0950
 GT0950.The dynamic height is computed by dividing the NAVD 88
 GT0950.geopotential number by the normal gravity value computed on the
 GT0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0950.degrees latitude (g = 980.6199 gals.).
 GT0950
 GT0950.The modeled gravity was interpolated from observed gravity values.
 GT0950
 GT0950;                    North         East    Units  Estimated Accuracy
 GT0950;SPC CA 4     -   610,570.    1,941,890.      MT  (+/- 180 meters Scaled)
 GT0950
 GT0950                          SUPERSEDED SURVEY CONTROL
 GT0950
 GT0950  NGVD 29 (??/??/??)   74.74   (m)          245.2    (f) RESET       3  
 GT0950
 GT0950.Superseded values are not recommended for survey control.
 GT0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0950.See file dsdata.txt to determine how the superseded data were derived.
 GT0950
 GT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA623235(NAD 83)
 GT0950_MARKER: DD = SURVEY DISK
 GT0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0950_SP_SET: BALUSTRADE
 GT0950_STAMPING: 250 465 G
 GT0950_MARK LOGO: USGS  
 GT0950_PROJECTION: FLUSH
 GT0950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GT0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0950+STABILITY: SURFACE MOTION
 GT0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GT0950+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 GT0950
 GT0950  HISTORY     - Date     Condition        Report By
 GT0950  HISTORY     - 1954     MONUMENTED       NGS
 GT0950  HISTORY     - 1954     GOOD             NGS
 GT0950  HISTORY     - 1970     GOOD             NGS
 GT0950  HISTORY     - 20040706 GOOD             CADT
 GT0950
 GT0950                          STATION DESCRIPTION
 GT0950
 GT0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GT0950'AT HANFORD.
 GT0950'AT HANFORD, AT THE INTERSECTION OF WEST 8TH AND NORTH IRWIN
 GT0950'STREETS, AT THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP
 GT0950'OF THE FIRST LEDGE OF THE EAST GRANITE BALUTRADE, AND 3.4 FEET
 GT0950'ABOVE THE GROUND.  NEAR THE CENTER OF THE NORTH EDGE OF SECTION 6,
 GT0950'T18S, R21E.
 GT0950
 GT0950                          STATION RECOVERY (1970)
 GT0950
 GT0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0950'RECOVERED IN GOOD CONDITION.
 GT0950
 GT0950                          STATION RECOVERY (2004)
 GT0950
 GT0950'RECOVERY NOTE BY CALTRANS 2004 (AO)
 GT0950'RECOVERED IN GOOD CONDITION AS DESCRIBED.    THIS STATION WAS OBSERVED
 GT0950'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 GT0950'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0331 ***********************************************************************
 FU0331  DESIGNATION -  250 A CADWR
 FU0331  PID         -  FU0331
 FU0331  STATE/COUNTY-  CA/KERN
 FU0331  USGS QUAD   -  METTLER (1992)
 FU0331
 FU0331                         *CURRENT SURVEY CONTROL
 FU0331  ___________________________________________________________________
 FU0331* NAD 83(1986)-  35 00 03.     (N)    118 59 18.     (W)     SCALED    
 FU0331* NAVD 88     -       386.88   (+/-2cm)    1269.3    (feet)  VERTCON   
 FU0331  ___________________________________________________________________
 FU0331  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 FU0331  VERT ORDER  -  THIRD (See Below)
 FU0331
 FU0331.The horizontal coordinates were scaled from a topographic map and have
 FU0331.an estimated accuracy of +/- 6 seconds.
 FU0331
 FU0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0331.The vertical order pertains to the NGVD 29 superseded value.
 FU0331
 FU0331.The geoid height was determined by GEOID03.
 FU0331
 FU0331;                    North         East    Units  Estimated Accuracy
 FU0331;SPC CA 5     -   666,920.    1,909,790.      MT  (+/- 180 meters Scaled)
 FU0331
 FU0331                          SUPERSEDED SURVEY CONTROL
 FU0331
 FU0331  NGVD 29 (??/??/??)  386.10   (m)         1266.7    (f) RESET       3  
 FU0331
 FU0331.Superseded values are not recommended for survey control.
 FU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0331.See file dsdata.txt to determine how the superseded data were derived.
 FU0331
 FU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU185749(NAD 83)
 FU0331_MARKER: DD = SURVEY DISK
 FU0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0331_STAMPING: BM 250 A 1964
 FU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0331+STABILITY: SURFACE MOTION
 FU0331
 FU0331  HISTORY     - Date     Condition        Report By
 FU0331  HISTORY     - 1964     MONUMENTED       CADWR
 FU0331  HISTORY     - 1975     GOOD             NGS
 FU0331
 FU0331                          STATION DESCRIPTION
 FU0331
 FU0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU0331'1.2 MI S FROM WIND GAP PUMP PLANT.
 FU0331'1.25 MILES SOUTH ALONG THE CALIFORNIA AQUEDUCT FROM THE WIND
 FU0331'GAP PUMP PLANT, 0.15 MILE NORTHWEST OF BENCH MARK MI. 281.78
 FU0331'A (DWR), 0.15 MILE SOUTHWEST OF AND ACROSS COUNTRY FROM BENCH
 FU0331'MARK X 1052, ON THE EAST SLOPE OF A HILL, 192 FEET WEST OF THE
 FU0331'WEST CONCRETE LINING OF THE AQUEDUCT, 174 FEET SOUTH OF THE SOUTH
 FU0331'END OF A GATE IN THE WEST RIGHT OF WAY FENCE, 2.8 FEET NORTHEAST
 FU0331'OF A DOUBLE BRACED FENCE POST, 2.1 FEET EAST OF THE WEST RIGHT
 FU0331'OF WAY FENCE, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT 12
 FU0331'FEET HIGHER THAN THE WEST LEVEE ROAD, AND SET IN THE TOP OF A
 FU0331'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SEC 35,
 FU0331'T11N, R20W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0800 ***********************************************************************
 FU0800  DESIGNATION -  250+00 CAHD
 FU0800  PID         -  FU0800
 FU0800  STATE/COUNTY-  CA/TULARE
 FU0800  USGS QUAD   -  DELANO WEST (1969)
 FU0800
 FU0800                         *CURRENT SURVEY CONTROL
 FU0800  ___________________________________________________________________
 FU0800* NAD 83(1986)-  35 51 20.     (N)    119 16 03.     (W)     SCALED    
 FU0800* NAVD 88     -        88.75   (+/-2cm)     291.2    (feet)  VERTCON   
 FU0800  ___________________________________________________________________
 FU0800  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 FU0800  VERT ORDER  -  THIRD (See Below)
 FU0800
 FU0800.The horizontal coordinates were scaled from a topographic map and have
 FU0800.an estimated accuracy of +/- 6 seconds.
 FU0800
 FU0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0800.The vertical order pertains to the NGVD 29 superseded value.
 FU0800
 FU0800.The geoid height was determined by GEOID03.
 FU0800
 FU0800;                    North         East    Units  Estimated Accuracy
 FU0800;SPC CA 4     -   557,980.    1,975,840.      MT  (+/- 180 meters Scaled)
 FU0800
 FU0800                          SUPERSEDED SURVEY CONTROL
 FU0800
 FU0800  NGVD 29 (??/??/??)   87.94   (m)          288.5    (f) RESET       3  
 FU0800
 FU0800.Superseded values are not recommended for survey control.
 FU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0800.See file dsdata.txt to determine how the superseded data were derived.
 FU0800
 FU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV952703(NAD 83)
 FU0800_MARKER: DD = SURVEY DISK
 FU0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0800+STABILITY: SURFACE MOTION
 FU0800
 FU0800  HISTORY     - Date     Condition        Report By
 FU0800  HISTORY     - UNK      MONUMENTED       CADH
 FU0800  HISTORY     - 1957     GOOD             NGS
 FU0800  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0800
 FU0800                          STATION DESCRIPTION
 FU0800
 FU0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0800'1.9 MI S FROM EARLIMART.
 FU0800'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0800'THE STATION AT EARLIMART, IN R25E T24S S9, 0.2 MILE NORTH OF
 FU0800'CONCRETE BRIDGE 46-07 OVER A CANAL, BETWEEN THE EAST AND WEST
 FU0800'TRAFFIC LANES OF U.S. HIGHWAY 99, 53 FEET EAST OF THE CENTER
 FU0800'LINE OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER
 FU0800'LINE OF THE EAST LANES OF THE HIGHWAY, 1.2 FEET SOUTH OF A STEEL
 FU0800'WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST LANES OF THE
 FU0800'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 FU0800'UNDERGROUND.
 FU0800
 FU0800                          STATION RECOVERY (1969)
 FU0800
 FU0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0588 ***********************************************************************
 KS0588  DESIGNATION -  2501.7
 KS0588  PID         -  KS0588
 KS0588  STATE/COUNTY-  CA/SIERRA
 KS0588  USGS QUAD   -  STRAWBERRY VALLEY (1994)
 KS0588
 KS0588                         *CURRENT SURVEY CONTROL
 KS0588  ___________________________________________________________________
 KS0588* NAD 83(1986)-  39 30 17.     (N)    121 01 18.     (W)     SCALED    
 KS0588* NAVD 88     -       763.326  (meters)    2504.35   (feet)  ADJUSTED  
 KS0588  ___________________________________________________________________
 KS0588  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 KS0588  DYNAMIC HT  -         762.754 (meters)    2502.47  (feet)  COMP
 KS0588  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 KS0588
 KS0588  VERT ORDER  -  SECOND    CLASS 0
 KS0588
 KS0588.The horizontal coordinates were scaled from a topographic map and have
 KS0588.an estimated accuracy of +/- 6 seconds.
 KS0588
 KS0588.The orthometric height was determined by differential leveling
 KS0588.and adjusted in June 1991.
 KS0588
 KS0588.The geoid height was determined by GEOID03.
 KS0588
 KS0588.The dynamic height is computed by dividing the NAVD 88
 KS0588.geopotential number by the normal gravity value computed on the
 KS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0588.degrees latitude (g = 980.6199 gals.).
 KS0588
 KS0588.The modeled gravity was interpolated from observed gravity values.
 KS0588
 KS0588;                    North         East    Units  Estimated Accuracy
 KS0588;SPC CA 2     -   704,490.    2,084,140.      MT  (+/- 180 meters Scaled)
 KS0588
 KS0588                          SUPERSEDED SURVEY CONTROL
 KS0588
 KS0588  NGVD 29 (??/??/??)  762.470  (m)         2501.54   (f) ADJUSTED    2 0
 KS0588
 KS0588.Superseded values are not recommended for survey control.
 KS0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0588.See file dsdata.txt to determine how the superseded data were derived.
 KS0588
 KS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ700746(NAD 83)
 KS0588_MARKER: Q = CHISELED SQUARE
 KS0588_SETTING: 66 = SET IN ROCK OUTCROP
 KS0588_SP_SET: OUTCROP
 KS0588_MARK LOGO: USGS  
 KS0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0588+STABILITY: POSITION/ELEVATION WELL
 KS0588
 KS0588  HISTORY     - Date     Condition        Report By
 KS0588  HISTORY     - UNK      MONUMENTED       USGS
 KS0588  HISTORY     - 1934     GOOD             CGS
 KS0588
 KS0588                          STATION DESCRIPTION
 KS0588
 KS0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0588'7.4 MI N FROM CAMPTONVILLE.
 KS0588'IN SIERRA COUNTY, 7.4 MILES NORTH ALONG STATE HIGHWAY 49 FROM
 KS0588'CAMPTONVILLE, YUBA COUNTY, AT A CUT ON THE POINT OF A RIDGE, AT
 KS0588'THE WEST EDGE OF THE HIGHWAY, AND ON THE TOP OF A ROCK OUTCROP.
 KS0588'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2217 ***********************************************************************
 EV2217  DESIGNATION -  2509 B
 EV2217  PID         -  EV2217
 EV2217  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2217  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2217
 EV2217                         *CURRENT SURVEY CONTROL
 EV2217  ___________________________________________________________________
 EV2217* NAD 83(1986)-  34 59 47.     (N)    117 37 04.     (W)     SCALED    
 EV2217* NAVD 88     -       765.769  (meters)    2512.36   (feet)  ADJUSTED  
 EV2217  ___________________________________________________________________
 EV2217  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EV2217  DYNAMIC HT  -         764.907 (meters)    2509.53  (feet)  COMP
 EV2217  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 EV2217
 EV2217  VERT ORDER  -  FIRST     CLASS I
 EV2217
 EV2217.The horizontal coordinates were scaled from a topographic map and have
 EV2217.an estimated accuracy of +/- 6 seconds.
 EV2217
 EV2217.The orthometric height was determined by differential leveling
 EV2217.and adjusted in June 1991.
 EV2217.WARNING-Repeat measurements at this control monument indicate possible
 EV2217.vertical movement.
 EV2217
 EV2217.The geoid height was determined by GEOID03.
 EV2217
 EV2217.The dynamic height is computed by dividing the NAVD 88
 EV2217.geopotential number by the normal gravity value computed on the
 EV2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2217.degrees latitude (g = 980.6199 gals.).
 EV2217
 EV2217.The modeled gravity was interpolated from observed gravity values.
 EV2217
 EV2217;                    North         East    Units  Estimated Accuracy
 EV2217;SPC CA 5     -   666,050.    2,034,890.      MT  (+/- 180 meters Scaled)
 EV2217
 EV2217                          SUPERSEDED SURVEY CONTROL
 EV2217
 EV2217  NGVD 29 (??/??/92)  764.972  (m)         2509.75   (f) ADJ UNCH    1 1
 EV2217
 EV2217.Superseded values are not recommended for survey control.
 EV2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2217.See file dsdata.txt to determine how the superseded data were derived.
 EV2217
 EV2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU436728(NAD 83)
 EV2217_MARKER: P = PIPE CAP
 EV2217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2217_STAMPING: 2509 B 1906 12
 EV2217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2217
 EV2217  HISTORY     - Date     Condition        Report By
 EV2217  HISTORY     - 1906     MONUMENTED       USGS
 EV2217  HISTORY     - 1974     GOOD             NGS
 EV2217  HISTORY     - 1977     GOOD             NGS
 EV2217
 EV2217                          STATION DESCRIPTION
 EV2217
 EV2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2217'2 MI E FROM BORON.
 EV2217'2.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2217'FROM THE STATION AT BORON, 166 FEET WEST-SOUTHWEST AND ACROSS THE
 EV2217'TRACK FROM MILEPOST 782, 41.7 FEET SOUTH OF THE SOUTH RAIL, 5.8
 EV2217'FEET WEST OF TELEPHONE POLE 192-1, 2.4 FEET SOUTH OF A WITNESS
 EV2217'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP
 EV2217'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 EV2217'SEC 4, T10N, R7W.  NOTE-- THE FORMER DESCRIPTION HAS THE DESIGNATION
 EV2217'AND STAMPING AS 2508.
 EV2217
 EV2217                          STATION RECOVERY (1977)
 EV2217
 EV2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0711 ***********************************************************************
 HR0711  DESIGNATION -  251
 HR0711  PID         -  HR0711
 HR0711  STATE/COUNTY-  CA/MARIPOSA
 HR0711  USGS QUAD   -  HALF DOME (1992)
 HR0711
 HR0711                         *CURRENT SURVEY CONTROL
 HR0711  ___________________________________________________________________
 HR0711* NAD 83(1986)-  37 44 30.     (N)    119 35 43.     (W)     SCALED    
 HR0711* NAVD 88     -      1207.69   (+/-2cm)    3962.2    (feet)  VERTCON   
 HR0711  ___________________________________________________________________
 HR0711  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HR0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0711
 HR0711.The horizontal coordinates were scaled from a topographic map and have
 HR0711.an estimated accuracy of +/- 6 seconds.
 HR0711
 HR0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0711.The vertical order pertains to the NGVD 29 superseded value.
 HR0711
 HR0711.The geoid height was determined by GEOID03.
 HR0711
 HR0711;                    North         East    Units  Estimated Accuracy
 HR0711;SPC CA 3     -   638,190.    2,079,740.      MT  (+/- 180 meters Scaled)
 HR0711
 HR0711                          SUPERSEDED SURVEY CONTROL
 HR0711
 HR0711  NGVD 29 (??/??/92) 1206.477  (m)         3958.25   (f) ADJ UNCH    2 0
 HR0711
 HR0711.Superseded values are not recommended for survey control.
 HR0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0711.See file dsdata.txt to determine how the superseded data were derived.
 HR0711
 HR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB713803(NAD 83)
 HR0711_MARKER: P = PIPE CAP
 HR0711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0711_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0711
 HR0711  HISTORY     - Date     Condition        Report By
 HR0711  HISTORY     - UNK      MONUMENTED       BPR
 HR0711  HISTORY     - 1943     MARK NOT FOUND   NGS
 HR0711
 HR0711                          STATION DESCRIPTION
 HR0711
 HR0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0711'AT OLD VILLAGE.
 HR0711'AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0711'0.2 MILE WEST ALONG A ROAD FROM THE GENERAL STORE, AND 30 FEET
 HR0711'SOUTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES BUREAU
 HR0711'OF PUBLIC ROADS STANDARD CAP FASTENED ON THE TOP OF A 2-INCH
 HR0711'GALVANIZED-IRON PIPE.  NOTE-- THE FIELD IS FULL OF TALL
 HR0711'GRASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0879 ***********************************************************************
 FV0879  DESIGNATION -  2510 USGS
 FV0879  PID         -  FV0879
 FV0879  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0879  USGS QUAD   -  LOS MACHOS HILLS (1976)
 FV0879
 FV0879                         *CURRENT SURVEY CONTROL
 FV0879  ___________________________________________________________________
 FV0879* NAD 83(1986)-  35 11 17.     (N)    120 13 42.     (W)     SCALED    
 FV0879* NAVD 88     -       766.99   (+/-2cm)    2516.4    (feet)  VERTCON   
 FV0879  ___________________________________________________________________
 FV0879  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 FV0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0879
 FV0879.The horizontal coordinates were scaled from a topographic map and have
 FV0879.an estimated accuracy of +/- 6 seconds.
 FV0879
 FV0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0879.The vertical order pertains to the NGVD 29 superseded value.
 FV0879
 FV0879.The geoid height was determined by GEOID03.
 FV0879
 FV0879;                    North         East    Units  Estimated Accuracy
 FV0879;SPC CA 5     -   689,500.    1,797,070.      MT  (+/- 180 meters Scaled)
 FV0879
 FV0879                          SUPERSEDED SURVEY CONTROL
 FV0879
 FV0879  NGVD 29 (??/??/92)  766.108  (m)         2513.47   (f) ADJ UNCH    2 0
 FV0879
 FV0879.Superseded values are not recommended for survey control.
 FV0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0879.See file dsdata.txt to determine how the superseded data were derived.
 FV0879
 FV0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD523974(NAD 83)
 FV0879_MARKER: DD = SURVEY DISK
 FV0879_SETTING: 80 = SET IN A BOULDER
 FV0879_SP_SET: BOULDER
 FV0879_STAMPING: 2510
 FV0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0879+STABILITY: SURFACE MOTION
 FV0879
 FV0879  HISTORY     - Date     Condition        Report By
 FV0879  HISTORY     - UNK      MONUMENTED       USGS
 FV0879  HISTORY     - 1956     GOOD             NGS
 FV0879
 FV0879                          STATION DESCRIPTION
 FV0879
 FV0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0879'2.7 MI N FROM JOUGHIN RANCHHOUSE.
 FV0879'0.4 MILE WEST ALONG A DIRT ROAD FROM THE JOUGHIN RANCHHOUSE,
 FV0879'THENCE 2.3 MILES NORTH ALONG A DIRT ROAD, 0.8 MILE NORTH OF
 FV0879'AGUA ESCONDIDA SPRINGS CAMP GROUNDS, ABOUT 0.05 MILE NORTHWEST
 FV0879'OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, ON THE
 FV0879'SOUTHWEST SLOPE OF A GRASSY RIDGE, IN THE TOP OF A 1 1/2- BY
 FV0879'1 1/2-FOOT BOULDER WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 FV0879'30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 FV0879'WEST OF A WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 FV0879'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1013 ***********************************************************************
 JT1013  DESIGNATION -  2514.2 RM 107 M USGS
 JT1013  PID         -  JT1013
 JT1013  STATE/COUNTY-  CA/LAKE
 JT1013  USGS QUAD   -  WHISPERING PINES (1993)
 JT1013
 JT1013                         *CURRENT SURVEY CONTROL
 JT1013  ___________________________________________________________________
 JT1013* NAD 83(1986)-  38 49 24.     (N)    122 43 17.     (W)     SCALED    
 JT1013* NAVD 88     -       767.61   (+/-2cm)    2518.4    (feet)  VERTCON   
 JT1013  ___________________________________________________________________
 JT1013  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JT1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1013
 JT1013.The horizontal coordinates were scaled from a topographic map and have
 JT1013.an estimated accuracy of +/- 6 seconds.
 JT1013
 JT1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1013.The vertical order pertains to the NGVD 29 superseded value.
 JT1013
 JT1013.The geoid height was determined by GEOID03.
 JT1013
 JT1013;                    North         East    Units  Estimated Accuracy
 JT1013;SPC CA 2     -   628,650.    1,937,360.      MT  (+/- 180 meters Scaled)
 JT1013
 JT1013                          SUPERSEDED SURVEY CONTROL
 JT1013
 JT1013  NGVD 29 (??/??/92)  766.664  (m)         2515.30   (f) ADJ UNCH    2 0
 JT1013
 JT1013.Superseded values are not recommended for survey control.
 JT1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1013.See file dsdata.txt to determine how the superseded data were derived.
 JT1013
 JT1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH241972(NAD 83)
 JT1013_MARKER: Q = CHISELED SQUARE
 JT1013_SETTING: 80 = SET IN A BOULDER
 JT1013_SP_SET: BOULDER
 JT1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1013+STABILITY: SURFACE MOTION
 JT1013
 JT1013  HISTORY     - Date     Condition        Report By
 JT1013  HISTORY     - UNK      MONUMENTED       USGS
 JT1013  HISTORY     - 1942     GOOD             NGS
 JT1013  HISTORY     - 1973     MARK NOT FOUND   NGS
 JT1013
 JT1013                          STATION DESCRIPTION
 JT1013
 JT1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT1013'8.9 MI NW FROM MIDDLETOWN.
 JT1013'8.9 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM HOTEL HERRICK
 JT1013'AT MIDDLETOWN, LAKE COUNTY, 50 FEET WEST OF A HIGHWAY INTERSECTION,
 JT1013'30 FEET SOUTH OF THE PINE GROVE-GLENBROOK ROAD, 20 FEET NORTH
 JT1013'OF BENCH MARK 107 M (USGS) DESCRIBED ABOVE, AND ON THE SOUTH
 JT1013'SIDE OF A ROCK BOULDER.  A CHISELED SQUARE.
 JT1013
 JT1013                          STATION RECOVERY (1973)
 JT1013
 JT1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0317 ***********************************************************************
 MX0317  DESIGNATION -  2518 B=N 34
 MX0317  PID         -  MX0317
 MX0317  STATE/COUNTY-  CA/SISKIYOU
 MX0317  USGS QUAD   -  MONTAGUE (1984)
 MX0317
 MX0317                         *CURRENT SURVEY CONTROL
 MX0317  ___________________________________________________________________
 MX0317* NAD 83(1986)-  41 42 46.     (N)    122 31 56.     (W)     SCALED    
 MX0317* NAVD 88     -       768.793  (meters)    2522.28   (feet)  ADJUSTED  
 MX0317  ___________________________________________________________________
 MX0317  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 MX0317  DYNAMIC HT  -         768.388 (meters)    2520.95  (feet)  COMP
 MX0317  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 MX0317
 MX0317  VERT ORDER  -  FIRST     CLASS II
 MX0317
 MX0317.The horizontal coordinates were scaled from a topographic map and have
 MX0317.an estimated accuracy of +/- 6 seconds.
 MX0317
 MX0317.The orthometric height was determined by differential leveling
 MX0317.and adjusted in June 1991.
 MX0317
 MX0317.The geoid height was determined by GEOID03.
 MX0317
 MX0317.The dynamic height is computed by dividing the NAVD 88
 MX0317.geopotential number by the normal gravity value computed on the
 MX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0317.degrees latitude (g = 980.6199 gals.).
 MX0317
 MX0317.The modeled gravity was interpolated from observed gravity values.
 MX0317
 MX0317;                    North         East    Units  Estimated Accuracy
 MX0317;SPC CA 1     -   764,350.    1,955,710.      MT  (+/- 180 meters Scaled)
 MX0317
 MX0317                          SUPERSEDED SURVEY CONTROL
 MX0317
 MX0317  NGVD 29 (??/??/??)  767.768  (m)         2518.92   (f) ADJUSTED    1 2
 MX0317
 MX0317.Superseded values are not recommended for survey control.
 MX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0317.See file dsdata.txt to determine how the superseded data were derived.
 MX0317
 MX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM389179(NAD 83)
 MX0317_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MX0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0317_STAMPING: 2518 B 1902
 MX0317_MARK LOGO: USGS  
 MX0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0317
 MX0317  HISTORY     - Date     Condition        Report By
 MX0317  HISTORY     - 1902     MONUMENTED       USGS
 MX0317  HISTORY     - 1954     GOOD             CGS
 MX0317
 MX0317                          STATION DESCRIPTION
 MX0317
 MX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MX0317'1.1 MI S FROM MONTAGUE.
 MX0317'1.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0317'FROM THE STATION AT MONTAGUE, ABOUT 0.4 MILE NORTH OF MILEPOLE
 MX0317'374, 52.6 FEET NORTHWEST OF THE T JUNCTION OF A FENCE LINE,
 MX0317'52.3 FEET SOUTHEAST OF THE CENTER OF THE EAST HEADWALL OF A
 MX0317'CONCRETE AND ROCK CULVERT, 46.0 FEET EAST OF THE EAST RAIL,
 MX0317'35.5 FEET NORTHEAST OF A TELEPHONE POLE WITH GUY WIRE, ABOUT 1
 MX0317'FOOT HIGHER THAN THE TRACK, A BRONZE CAP RIVETED TO THE TOP
 MX0317'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 MX0317'NOTE-- THE CENTER OF THE CAP HAS BEEN HAMMERED.  THE ROD WAS
 MX0317'HELD ON THE LETTERS BM DURING THE 1954 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2331 ***********************************************************************
 HS2331  DESIGNATION -  252 USGS
 HS2331  PID         -  HS2331
 HS2331  STATE/COUNTY-  CA/MERCED
 HS2331  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2331
 HS2331                         *CURRENT SURVEY CONTROL
 HS2331  ___________________________________________________________________
 HS2331* NAD 83(1986)-  37 03 26.     (N)    121 04 15.     (W)     SCALED    
 HS2331* NAVD 88     -        77.85   (+/-2cm)     255.4    (feet)  VERTCON   
 HS2331  ___________________________________________________________________
 HS2331  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HS2331  VERT ORDER  -  THIRD (See Below)
 HS2331
 HS2331.The horizontal coordinates were scaled from a topographic map and have
 HS2331.an estimated accuracy of +/- 6 seconds.
 HS2331
 HS2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2331.The vertical order pertains to the NGVD 29 superseded value.
 HS2331
 HS2331.The geoid height was determined by GEOID03.
 HS2331
 HS2331;                    North         East    Units  Estimated Accuracy
 HS2331;SPC CA 3     -   562,000.    1,949,230.      MT  (+/- 180 meters Scaled)
 HS2331
 HS2331                          SUPERSEDED SURVEY CONTROL
 HS2331
 HS2331  NGVD 29 (??/??/??)   76.99   (m)          252.6    (f) RESET       3  
 HS2331
 HS2331.Superseded values are not recommended for survey control.
 HS2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2331.See file dsdata.txt to determine how the superseded data were derived.
 HS2331
 HS2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG715029(NAD 83)
 HS2331_MARKER: P = PIPE CAP
 HS2331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2331_STAMPING: 252.703
 HS2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2331
 HS2331  HISTORY     - Date     Condition        Report By
 HS2331  HISTORY     - UNK      MONUMENTED       USGS
 HS2331  HISTORY     - 1952     GOOD             NGS
 HS2331  HISTORY     - 1966     MARK NOT FOUND   NGS
 HS2331
 HS2331                          STATION DESCRIPTION
 HS2331
 HS2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HS2331'12.3 MI W FROM LOS BANOS.
 HS2331'12.3 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS2331'OF SIXTH STREET AT LOS BANOS, 0.35 MILE EAST OF ADOBE SERVICE
 HS2331'STATION AND FORMER ADOBE INN (NOW A PRIVATE HOME), 111.2 FEET
 HS2331'NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE BRIDGE 39-42
 HS2331'OVER SAN LUIS CREEK, AT A T JUNCTION OF A GRAVEL DRIVEWAY LEADING
 HS2331'NORTH TO RANCHO SAN LUIS GONZAGA, 82.6 FEET NORTH OF THE
 HS2331'CENTER LINE OF THE HIGHWAY, 14 1/2 FEET WEST OF THE CENTER LINE
 HS2331'OF THE DRIVEWAY, 13.8 FEET NORTHEAST OF TELEPHONE POLE NO. 325,
 HS2331'0.5 FOOT EAST OF A FENCE, 1.1 FEET SOUTH OF A WITNESS POST,
 HS2331'AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT
 HS2331'ABOVE THE GROUND.
 HS2331
 HS2331                          STATION RECOVERY (1966)
 HS2331
 HS2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1255 ***********************************************************************
 HS1255  DESIGNATION -  252 USGS
 HS1255  PID         -  HS1255
 HS1255  STATE/COUNTY-  CA/MERCED
 HS1255  USGS QUAD   -  LE GRAND (1981)
 HS1255
 HS1255                         *CURRENT SURVEY CONTROL
 HS1255  ___________________________________________________________________
 HS1255* NAD 83(1986)-  37 13 51.     (N)    120 14 54.     (W)     SCALED    
 HS1255* NAVD 88     -        77.75   (+/-2cm)     255.1    (feet)  VERTCON   
 HS1255  ___________________________________________________________________
 HS1255  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HS1255  VERT ORDER  -  THIRD (See Below)
 HS1255
 HS1255.The horizontal coordinates were scaled from a topographic map and have
 HS1255.an estimated accuracy of +/- 6 seconds.
 HS1255
 HS1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1255.The vertical order pertains to the NGVD 29 superseded value.
 HS1255
 HS1255.The geoid height was determined by GEOID03.
 HS1255
 HS1255;                    North         East    Units  Estimated Accuracy
 HS1255;SPC CA 3     -   581,140.    2,022,330.      MT  (+/- 180 meters Scaled)
 HS1255
 HS1255                          SUPERSEDED SURVEY CONTROL
 HS1255
 HS1255  NGVD 29 (??/??/??)   77.07   (m)          252.9    (f) RESET       3  
 HS1255
 HS1255.Superseded values are not recommended for survey control.
 HS1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1255.See file dsdata.txt to determine how the superseded data were derived.
 HS1255
 HS1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG441240(NAD 83)
 HS1255_MARKER: P = PIPE CAP
 HS1255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1255_STAMPING: 252 1915
 HS1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1255
 HS1255  HISTORY     - Date     Condition        Report By
 HS1255  HISTORY     - 1915     MONUMENTED       USGS
 HS1255  HISTORY     - 1958     GOOD             NGS
 HS1255  HISTORY     - 1965     GOOD             NGS
 HS1255
 HS1255                          STATION DESCRIPTION
 HS1255
 HS1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1255'AT LE GRAND.
 HS1255'AT LE GRAND, IN R16E T8S S17, NEAR THE SOUTHWEST END OF A
 HS1255'SMALL PARK, 39.0 FEET NORTHWEST OF THE WEST CORNER OF THE ATCHISON,
 HS1255'TOPEKA AND SANTA FE RAILWAY STATION, 68.4 FEET SOUTHWEST OF
 HS1255'THE SOUTHWEST RAIL, 27 FEET SOUTHWEST OF POWER LINE POLE 56C, 1.0
 HS1255'FOOT NORTH OF A FENCE AROUND THE PARK, 0.5 FOOT EAST OF A WITNESS
 HS1255'POST, LEVEL WITH THE TRACK, AND RIVETED TO THE TOP OF A
 HS1255'3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 HS1255
 HS1255                          STATION RECOVERY (1965)
 HS1255
 HS1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0363 ***********************************************************************
 FU0363  DESIGNATION -  2521 USGS
 FU0363  PID         -  FU0363
 FU0363  STATE/COUNTY-  CA/KERN
 FU0363  USGS QUAD   -  LAKE ISABELLA NORTH (1994)
 FU0363
 FU0363                         *CURRENT SURVEY CONTROL
 FU0363  ___________________________________________________________________
 FU0363* NAD 83(1986)-  35 39 19.     (N)    118 27 35.     (W)     SCALED    
 FU0363* NAVD 88     -       770.36   (+/-2cm)    2527.4    (feet)  VERTCON   
 FU0363  ___________________________________________________________________
 FU0363  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FU0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU0363
 FU0363.The horizontal coordinates were scaled from a topographic map and have
 FU0363.an estimated accuracy of +/- 6 seconds.
 FU0363
 FU0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0363.The vertical order pertains to the NGVD 29 superseded value.
 FU0363
 FU0363.The geoid height was determined by GEOID03.
 FU0363
 FU0363;                    North         East    Units  Estimated Accuracy
 FU0363;SPC CA 5     -   739,180.    1,958,370.      MT  (+/- 180 meters Scaled)
 FU0363
 FU0363                          SUPERSEDED SURVEY CONTROL
 FU0363
 FU0363  NGVD 29 (??/??/92)  769.394  (m)         2524.25   (f) ADJ UNCH    2 0
 FU0363
 FU0363.Superseded values are not recommended for survey control.
 FU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0363.See file dsdata.txt to determine how the superseded data were derived.
 FU0363
 FU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV678466(NAD 83)
 FU0363_MARKER: DD = SURVEY DISK
 FU0363_SETTING: 66 = SET IN ROCK OUTCROP
 FU0363_SP_SET: ROCK CUT
 FU0363_STAMPING: 2521 G 1905 13S
 FU0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0363+STABILITY: POSITION/ELEVATION WELL
 FU0363
 FU0363  HISTORY     - Date     Condition        Report By
 FU0363  HISTORY     - 1905     MONUMENTED       USGS
 FU0363  HISTORY     - 1935     GOOD             NGS
 FU0363  HISTORY     - 1972     MARK NOT FOUND   USGS
 FU0363
 FU0363                          STATION DESCRIPTION
 FU0363
 FU0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FU0363'AT ISABELLA.
 FU0363'AT ISABELLA, KERN COUNTY, ON STATE HIGHWAY 178, 105 FEET NORTHEAST
 FU0363'OF THE NORTHEAST CORNER OF THE ROMAN CATHOLIC CHURCH, 94 YARDS
 FU0363'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHWEST OF A
 FU0363'FENCE LINE, AND IN THE TOP OF A 4- BY 4-FOOT GRANITE ROCK
 FU0363'PROJECTING 14 INCHES ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 FU0363'SURVEY STANDARD DISK, STAMPED 2521 G 1905 13S.
 FU0363
 FU0363                          STATION RECOVERY (1972)
 FU0363
 FU0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FU0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0958 ***********************************************************************
 LU0958  DESIGNATION -  2525 USDA
 LU0958  PID         -  LU0958
 LU0958  STATE/COUNTY-  CA/TRINITY
 LU0958  USGS QUAD   -  HAYFORK SUMMIT (1982)
 LU0958
 LU0958                         *CURRENT SURVEY CONTROL
 LU0958  ___________________________________________________________________
 LU0958* NAD 83(1986)-  40 34 39.     (N)    123 05 17.     (W)     SCALED    
 LU0958* NAVD 88     -       770.46   (+/-2cm)    2527.8    (feet)  VERTCON   
 LU0958  ___________________________________________________________________
 LU0958  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 LU0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0958
 LU0958.The horizontal coordinates were scaled from a topographic map and have
 LU0958.an estimated accuracy of +/- 6 seconds.
 LU0958
 LU0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0958.The vertical order pertains to the NGVD 29 superseded value.
 LU0958
 LU0958.The geoid height was determined by GEOID03.
 LU0958
 LU0958;                    North         East    Units  Estimated Accuracy
 LU0958;SPC CA 1     -   638,720.    1,907,890.      MT  (+/- 180 meters Scaled)
 LU0958
 LU0958                          SUPERSEDED SURVEY CONTROL
 LU0958
 LU0958  NGVD 29 (??/??/92)  769.525  (m)         2524.68   (f) ADJ UNCH    2 0
 LU0958
 LU0958.Superseded values are not recommended for survey control.
 LU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0958.See file dsdata.txt to determine how the superseded data were derived.
 LU0958
 LU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK925918(NAD 83)
 LU0958_MARKER: DD = SURVEY DISK
 LU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0958_STAMPING: 683 8013 ELEV 2524.90
 LU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0958+STABILITY: SURFACE MOTION
 LU0958
 LU0958  HISTORY     - Date     Condition        Report By
 LU0958  HISTORY     - UNK      MONUMENTED       USDA
 LU0958  HISTORY     - 1942     GOOD             NGS
 LU0958
 LU0958                          STATION DESCRIPTION
 LU0958
 LU0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LU0958'6.2 MI NE FROM HAYFORK.
 LU0958'6.2 MILES NORTHEAST ALONG THE OLD DOUGLAS CITY ROAD FROM HAYFORK,
 LU0958'TRINITY COUNTY, 50 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LU0958'AND AT A FENCE LINE.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 LU0958'DISK, STAMPED 683+8013 ELEV. 2524.90 AND SET IN THE TOP OF A CONCRETE
 LU0958'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0210 ***********************************************************************
 KT0210  DESIGNATION -  253
 KT0210  PID         -  KT0210
 KT0210  STATE/COUNTY-  CA/GLENN
 KT0210  USGS QUAD   -  ORLAND (1978)
 KT0210
 KT0210                         *CURRENT SURVEY CONTROL
 KT0210  ___________________________________________________________________
 KT0210* NAD 83(1986)-  39 44 51.     (N)    122 12 02.     (W)     SCALED    
 KT0210* NAVD 88     -        78.41   (+/-2cm)     257.3    (feet)  VERTCON   
 KT0210  ___________________________________________________________________
 KT0210  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 KT0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0210
 KT0210.The horizontal coordinates were scaled from a topographic map and have
 KT0210.an estimated accuracy of +/- 6 seconds.
 KT0210
 KT0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0210.The vertical order pertains to the NGVD 29 superseded value.
 KT0210
 KT0210.The geoid height was determined by GEOID03.
 KT0210
 KT0210;                    North         East    Units  Estimated Accuracy
 KT0210;SPC CA 2     -   731,010.    1,982,810.      MT  (+/- 180 meters Scaled)
 KT0210
 KT0210                          SUPERSEDED SURVEY CONTROL
 KT0210
 KT0210  NGVD 29 (??/??/92)   77.656  (m)          254.78   (f) ADJ UNCH    2 0
 KT0210
 KT0210.Superseded values are not recommended for survey control.
 KT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0210.See file dsdata.txt to determine how the superseded data were derived.
 KT0210
 KT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK684000(NAD 83)
 KT0210_MARKER: DD = SURVEY DISK
 KT0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0210_STAMPING: 253.80
 KT0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0210+STABILITY: SURFACE MOTION
 KT0210
 KT0210  HISTORY     - Date     Condition        Report By
 KT0210  HISTORY     - UNK      MONUMENTED       BOR
 KT0210  HISTORY     - 1949     GOOD             NGS
 KT0210  HISTORY     - 20021130 MARK NOT FOUND   INDIV
 KT0210
 KT0210                          STATION DESCRIPTION
 KT0210
 KT0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0210'AT ORLAND.
 KT0210'AT ORLAND, 43 FEET WEST OF THE CENTER OF A T JUNCTION OF EIGHTH
 KT0210'AND COLUSA STREETS, ABOUT 1/2 BLOCK NORTH OF THE U.S. BUREAU OF
 KT0210'RECLAMATION OFFICE BUILDING, 13 FEET SOUTH OF THE CENTER OF A
 KT0210'DRIVEWAY LEADING TO THE U.S. BUREAU OF RECLAMATION GARAGES, 4
 KT0210'FEET WEST OF THE WEST EDGE OF THE SIDEWALK, AND SET IN THE TOP
 KT0210'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 KT0210
 KT0210                          STATION RECOVERY (2002)
 KT0210
 KT0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT)
 KT0210'MARK NOT FOUND.  RECENT ROADWORK AND NEW SIDEWALK NOTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0187 ***********************************************************************
 HT0187  DESIGNATION -  253
 HT0187  PID         -  HT0187
 HT0187  STATE/COUNTY-  CA/ALAMEDA
 HT0187  USGS QUAD   -  NEWARK (1997)
 HT0187
 HT0187                         *CURRENT SURVEY CONTROL
 HT0187  ___________________________________________________________________
 HT0187* NAD 83(1986)-  37 36 21.     (N)    122 01 38.     (W)     SCALED    
 HT0187* NAVD 88     -        26.443  (meters)      86.76   (feet)  ADJUSTED  
 HT0187  ___________________________________________________________________
 HT0187  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT0187  DYNAMIC HT  -          26.424 (meters)      86.69  (feet)  COMP
 HT0187  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HT0187
 HT0187  VERT ORDER  -  FIRST     CLASS I
 HT0187
 HT0187.The horizontal coordinates were scaled from a topographic map and have
 HT0187.an estimated accuracy of +/- 6 seconds.
 HT0187
 HT0187.The orthometric height was determined by differential leveling
 HT0187.and adjusted in June 1991.
 HT0187
 HT0187.The geoid height was determined by GEOID03.
 HT0187
 HT0187.The dynamic height is computed by dividing the NAVD 88
 HT0187.geopotential number by the normal gravity value computed on the
 HT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0187.degrees latitude (g = 980.6199 gals.).
 HT0187
 HT0187.The modeled gravity was interpolated from observed gravity values.
 HT0187
 HT0187;                    North         East    Units  Estimated Accuracy
 HT0187;SPC CA 3     -   623,830.    1,865,160.      MT  (+/- 180 meters Scaled)
 HT0187
 HT0187                          SUPERSEDED SURVEY CONTROL
 HT0187
 HT0187  NGVD 29 (10/21/93)   25.603  (m)           84.00   (f) ADJUSTED    1 1
 HT0187
 HT0187.Superseded values are not recommended for survey control.
 HT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0187.See file dsdata.txt to determine how the superseded data were derived.
 HT0187
 HT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG858625(NAD 83)
 HT0187_MARKER: DD = SURVEY DISK
 HT0187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0187_SP_SET: SIDEWALK
 HT0187_STAMPING: 253
 HT0187_MARK LOGO: CA-001
 HT0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0187+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1988
 HT0187
 HT0187  HISTORY     - Date     Condition        Report By
 HT0187  HISTORY     - UNK      MONUMENTED       CA-001
 HT0187  HISTORY     - 1956     GOOD             NGS
 HT0187  HISTORY     - 1967     GOOD             NGS
 HT0187  HISTORY     - 19881014 GOOD             NGS
 HT0187
 HT0187                          STATION DESCRIPTION
 HT0187
 HT0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0187'AT DECOTO.
 HT0187'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0187'FROM THE CROSSING OF DECOTO ROAD AT DECOTO, THENCE 0.2 MILE
 HT0187'EAST ALONG WHIPPLE ROAD, IN T4S R2W, AT CONCRETE BRIDGE 0.40
 HT0187'OVER DRY CREEK, IN TOP OF THE APPROXIMATE CENTER OF THE
 HT0187'NORTH CONCRETE SIDEWALK, 23.7 FEET NORTH OF THE CENTER LINE
 HT0187'OF THE ROAD, 1.9 FEET SOUTH OF THE SOUTH FACE OF THE NORTH
 HT0187'CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 HT0187
 HT0187                          STATION RECOVERY (1967)
 HT0187
 HT0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0187'RECOVERED IN GOOD CONDITION.
 HT0187
 HT0187                          STATION RECOVERY (1988)
 HT0187
 HT0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6304 ***********************************************************************
 DH6304  DESIGNATION -  253 MEN 10.89
 DH6304  PID         -  DH6304
 DH6304  STATE/COUNTY-  CA/MENDOCINO
 DH6304  USGS QUAD   -  ELLEDGE PEAK (1975)
 DH6304
 DH6304                         *CURRENT SURVEY CONTROL
 DH6304  ___________________________________________________________________
 DH6304* NAD 83(2007)-  39 03 34.46838(N)    123 14 24.76691(W)     ADJUSTED  
 DH6304* NAVD 88     -       579.1    (meters)    1900.     (feet)  GPS OBS   
 DH6304  ___________________________________________________________________
 DH6304  EPOCH DATE  -        2007.00
 DH6304  X           -  -2,718,600.401 (meters)                     COMP
 DH6304  Y           -  -4,148,099.827 (meters)                     COMP
 DH6304  Z           -   3,997,800.567 (meters)                     COMP
 DH6304  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 DH6304  ELLIP HEIGHT-         548.896 (meters)          (02/10/07) ADJUSTED
 DH6304  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DH6304
 DH6304  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6304  Type    PID    Designation                      North   East  Ellip
 DH6304  -------------------------------------------------------------------
 DH6304  NETWORK DH6304 253 MEN 10.89                     1.90   1.49   3.61
 DH6304  -------------------------------------------------------------------
 DH6304
 DH6304.The horizontal coordinates were established by GPS observations
 DH6304.and adjusted by the National Geodetic Survey in February 2007.
 DH6304
 DH6304.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6304.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6304.The horizontal coordinates are valid at the epoch date displayed above.
 DH6304.The epoch date for horizontal control is a decimal equivalence
 DH6304.of Year/Month/Day.
 DH6304
 DH6304.The orthometric height was determined by GPS observations and a
 DH6304.high-resolution geoid model.
 DH6304
 DH6304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6304
 DH6304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6304
 DH6304.The ellipsoidal height was determined by GPS observations
 DH6304.and is referenced to NAD 83.
 DH6304
 DH6304.The geoid height was determined by GEOID03.
 DH6304
 DH6304;                    North         East     Units Scale Factor Converg.
 DH6304;SPC CA 2     -   655,352.597 1,892,667.437   MT  0.99991477   -0 46 54.9
 DH6304;SPC CA 2     - 2,150,102.65  6,209,526.42   sFT  0.99991477   -0 46 54.9
 DH6304;UTM  10      - 4,323,415.121   479,216.974   MT  0.99960532   -0 09 04.9
 DH6304
 DH6304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6304!SPC CA 2     -   0.99991389  x   0.99991477  =   0.99982867
 DH6304!UTM  10      -   0.99991389  x   0.99960532  =   0.99951924
 DH6304
 DH6304                          SUPERSEDED SURVEY CONTROL
 DH6304
 DH6304  NAD 83(1998)-  39 03 34.46595(N)    123 14 24.76453(W) AD(2004.69) B
 DH6304  ELLIP H (09/28/05)  548.908  (m)                       GP(       ) 4 1
 DH6304
 DH6304.Superseded values are not recommended for survey control.
 DH6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6304.See file dsdata.txt to determine how the superseded data were derived.
 DH6304
 DH6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7921723415(NAD 83)
 DH6304_MARKER: DD = SURVEY DISK
 DH6304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6304+WITH SETTING: INFORMATION.
 DH6304_STAMPING: 253 MEN 10.89
 DH6304_MARK LOGO: CSRC  
 DH6304_PROJECTION: FLUSH
 DH6304_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6304+STABILITY: SURFACE MOTION
 DH6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6304+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6304_ROD/PIPE-DEPTH: 3.0  meters
 DH6304
 DH6304  HISTORY     - Date     Condition        Report By
 DH6304  HISTORY     - 20040828 MONUMENTED       CADT
 DH6304
 DH6304                          STATION DESCRIPTION
 DH6304
 DH6304'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6304'THE STATION IS LOCATED IN MENDOCINO COUNTY,  APPROXIMATELY 9.7 KM (6.0
 DH6304'MI) WESTERLY ALONG  U.S. HIGHWAY 253 FROM UKIAH AND 17.8 KM (11.0 MI)
 DH6304'EASTERLY OF BOONVILLE.
 DH6304' 
 DH6304'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 128 AND 253,
 DH6304'NEAR BOONVILLE,  PROCEED 17.64 KM (10.89 MI) EASTERLY ALONG HIGHWAY
 DH6304'253 TO POST MILE 10.89 TO A TURN-OUT  AND THE STATION ON THE RIGHT.
 DH6304' 
 DH6304'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6304'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M SOUTH A STEEL FENCE POST
 DH6304'AND CARSONITE MARKER , 11.8 M  SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DH6304'24.8 M SOUTHERLY OF A POWER POLE, 8.5 M SOUTH  OF A CULVERT AT POST
 DH6304'MILE MARKER 10.89 ON THE HIGHWAY 253, 5.0 M SOUTH OF THE EDGE OF
 DH6304'PAVEMENT OF HIGHWAY 253.
 DH6304' 
 DH6304'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6304'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6304'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6304'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6304'EUREKA.
 DH6304' 
 DH6304'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6304'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6303 ***********************************************************************
 DH6303  DESIGNATION -  253 MEN 5.76
 DH6303  PID         -  DH6303
 DH6303  STATE/COUNTY-  CA/MENDOCINO
 DH6303  USGS QUAD   -  BOONVILLE (1991)
 DH6303
 DH6303                         *CURRENT SURVEY CONTROL
 DH6303  ___________________________________________________________________
 DH6303* NAD 83(2007)-  39 01 35.05176(N)    123 17 08.12780(W)     ADJUSTED  
 DH6303* NAVD 88     -       502.4    (meters)    1648.     (feet)  GPS OBS   
 DH6303  ___________________________________________________________________
 DH6303  EPOCH DATE  -        2007.00
 DH6303  X           -  -2,723,125.232 (meters)                     COMP
 DH6303  Y           -  -4,147,834.777 (meters)                     COMP
 DH6303  Z           -   3,994,891.797 (meters)                     COMP
 DH6303  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 DH6303  ELLIP HEIGHT-         472.060 (meters)          (02/10/07) ADJUSTED
 DH6303  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DH6303
 DH6303  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6303  Type    PID    Designation                      North   East  Ellip
 DH6303  -------------------------------------------------------------------
 DH6303  NETWORK DH6303 253 MEN 5.76                      1.49   1.25   3.63
 DH6303  -------------------------------------------------------------------
 DH6303
 DH6303.The horizontal coordinates were established by GPS observations
 DH6303.and adjusted by the National Geodetic Survey in February 2007.
 DH6303
 DH6303.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6303.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6303.The horizontal coordinates are valid at the epoch date displayed above.
 DH6303.The epoch date for horizontal control is a decimal equivalence
 DH6303.of Year/Month/Day.
 DH6303
 DH6303.The orthometric height was determined by GPS observations and a
 DH6303.high-resolution geoid model.
 DH6303
 DH6303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6303
 DH6303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6303
 DH6303.The ellipsoidal height was determined by GPS observations
 DH6303.and is referenced to NAD 83.
 DH6303
 DH6303.The geoid height was determined by GEOID03.
 DH6303
 DH6303;                    North         East     Units Scale Factor Converg.
 DH6303;SPC CA 2     -   651,725.300 1,888,688.426   MT  0.99991519   -0 48 37.9
 DH6303;SPC CA 2     - 2,138,202.09  6,196,471.94   sFT  0.99991519   -0 48 37.9
 DH6303;UTM  10      - 4,319,745.383   475,279.342   MT  0.99960752   -0 10 47.4
 DH6303
 DH6303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6303!SPC CA 2     -   0.99992594  x   0.99991519  =   0.99984114
 DH6303!UTM  10      -   0.99992594  x   0.99960752  =   0.99953349
 DH6303
 DH6303                          SUPERSEDED SURVEY CONTROL
 DH6303
 DH6303  NAD 83(1998)-  39 01 35.04930(N)    123 17 08.12492(W) AD(2004.69) B
 DH6303  ELLIP H (09/28/05)  472.059  (m)                       GP(       ) 4 1
 DH6303
 DH6303.Superseded values are not recommended for survey control.
 DH6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6303.See file dsdata.txt to determine how the superseded data were derived.
 DH6303
 DH6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ7527919745(NAD 83)
 DH6303_MARKER: DD = SURVEY DISK
 DH6303_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6303+WITH SETTING: INFORMATION.
 DH6303_STAMPING: 253 MEN 05.76
 DH6303_MARK LOGO: CSRC  
 DH6303_PROJECTION: FLUSH
 DH6303_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6303+STABILITY: SURFACE MOTION
 DH6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6303+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6303_ROD/PIPE-DEPTH: 1.3  meters
 DH6303
 DH6303  HISTORY     - Date     Condition        Report By
 DH6303  HISTORY     - 20040828 MONUMENTED       CADT
 DH6303
 DH6303                          STATION DESCRIPTION
 DH6303
 DH6303'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6303'THE STATION IS LOCATED IN MENDOCINO COUNTY, APPROXIMATELY 17.8 KM
 DH6303'(11.0 MI)  SOUTHWESTERLY ALONG U.S. HIGHWAY 253 FROM UKIAH AND 9.7 KM
 DH6303'(6.0 MI) SOUTHEASTERLY OF  BOONVILLE.
 DH6303' 
 DH6303'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 128 AND 253,
 DH6303'NEAR BOONVILLE,  PROCEED 9.33 KM (5.76 MI) WESTERLY ALONG HIGHWAY 253
 DH6303'TO POST MILE 5.76  TO A TURN-OUT AND  THE STATION ON THE RIGHT.  THE
 DH6303'STATION IS AT THE EASTERLY END OF THE TURN-OUT IN A ROCK  OUTCROPPING
 DH6303'.
 DH6303' 
 DH6303'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6303'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTH OF A STEEL FENCE
 DH6303'POST AND CARSONITE MARKER, 10.6 M   SOUTH OF THE CENTERLINE OF THE
 DH6303'HIGHWAY, 15.4 M SOUTH OF  A POWER POLE,  6.6 M SOUTH OF  THE EDGE OF
 DH6303'PAVEMENT.
 DH6303' 
 DH6303'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6303'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6303'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6303'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6303'EUREKA.
 DH6303' 
 DH6303'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6303'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1702 ***********************************************************************
 EW1702  DESIGNATION -  253.762 C OF LA
 EW1702  PID         -  EW1702
 EW1702  STATE/COUNTY-  CA/LOS ANGELES
 EW1702  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1702
 EW1702                         *CURRENT SURVEY CONTROL
 EW1702  ___________________________________________________________________
 EW1702* NAD 83(1986)-  34 04 27.     (N)    118 23 58.     (W)     SCALED    
 EW1702* NAVD 88     -        78.13   (+/-2cm)     256.3    (feet)  VERTCON   
 EW1702  ___________________________________________________________________
 EW1702  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1702  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1702
 EW1702.The horizontal coordinates were scaled from a topographic map and have
 EW1702.an estimated accuracy of +/- 6 seconds.
 EW1702
 EW1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1702.The vertical order pertains to the NGVD 29 superseded value.
 EW1702
 EW1702.The geoid height was determined by GEOID03.
 EW1702
 EW1702;                    North         East    Units  Estimated Accuracy
 EW1702;SPC CA 5     -   563,760.    1,963,130.      MT  (+/- 180 meters Scaled)
 EW1702
 EW1702                          SUPERSEDED SURVEY CONTROL
 EW1702
 EW1702  NGVD 29 (??/??/92)   77.36   (m)          253.8    (f) COMPUTED    1 2
 EW1702
 EW1702.Superseded values are not recommended for survey control.
 EW1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1702.See file dsdata.txt to determine how the superseded data were derived.
 EW1702
 EW1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT708712(NAD 83)
 EW1702_MARKER: S = SPIKE
 EW1702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1702_SP_SET: CONCRETE CURB
 EW1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1702
 EW1702  HISTORY     - Date     Condition        Report By
 EW1702  HISTORY     - UNK      MONUMENTED       CA1980
 EW1702  HISTORY     - 1945     GOOD             NGS
 EW1702
 EW1702                          STATION DESCRIPTION
 EW1702
 EW1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1702'AT BEVERLY HILLS.
 EW1702'AT BEVERLY HILLS AT THE INTERSECTION OF SANTA MONICA BOULEVARD
 EW1702'AND ALPINE DRIVE, IN THE NORTHWEST CURB OF SANTA MONICA BOULEVARD,
 EW1702'21.6 FEET NORTHEAST OF THE NORTHEAST CURBLINE OF ALPINE DRIVE.
 EW1702'A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0899 ***********************************************************************
 GT0899  DESIGNATION -  253.7=305 RESET
 GT0899  PID         -  GT0899
 GT0899  STATE/COUNTY-  CA/KINGS
 GT0899  USGS QUAD   -  REMNOY (1954)
 GT0899
 GT0899                         *CURRENT SURVEY CONTROL
 GT0899  ___________________________________________________________________
 GT0899* NAD 83(1986)-  36 19 41.     (N)    119 31 44.     (W)     SCALED    
 GT0899* NAVD 88     -        76.73   (+/-2cm)     251.7    (feet)  VERTCON   
 GT0899  ___________________________________________________________________
 GT0899  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GT0899  VERT ORDER  -  THIRD (See Below)
 GT0899
 GT0899.The horizontal coordinates were scaled from a topographic map and have
 GT0899.an estimated accuracy of +/- 6 seconds.
 GT0899
 GT0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0899.The vertical order pertains to the NGVD 29 superseded value.
 GT0899
 GT0899.The geoid height was determined by GEOID03.
 GT0899
 GT0899;                    North         East    Units  Estimated Accuracy
 GT0899;SPC CA 4     -   610,510.    1,952,510.      MT  (+/- 180 meters Scaled)
 GT0899
 GT0899                          SUPERSEDED SURVEY CONTROL
 GT0899
 GT0899  NGVD 29 (??/??/??)   75.90   (m)          249.0    (f) RESET       3  
 GT0899
 GT0899.Superseded values are not recommended for survey control.
 GT0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0899.See file dsdata.txt to determine how the superseded data were derived.
 GT0899
 GT0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA730233(NAD 83)
 GT0899_MARKER: P = PIPE CAP
 GT0899_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0899_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0899_STAMPING: 305 253.7
 GT0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0899
 GT0899  HISTORY     - Date     Condition        Report By
 GT0899  HISTORY     - 1935     MONUMENTED       DOD
 GT0899  HISTORY     - 1954     GOOD             NGS
 GT0899  HISTORY     - 1970     GOOD             NGS
 GT0899
 GT0899                          STATION DESCRIPTION
 GT0899
 GT0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GT0899'6.5 MI E FROM HANFORD.
 GT0899'6.5 MILES EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT
 GT0899'HANFORD, 0.1 MILE EAST OF CONCRETE BRIDGE 45-06 OVER CROSS CREEK,
 GT0899'AT THE T JUNCTION OF A DIRT FARM ROAD LEADIG SOUTH ALONG THE
 GT0899'WEST LEVEE OF A CANAL, IN THE EAST SIDE OF A SMALL BOARD CORRAL, IN
 GT0899'LINE WITH A ROW OF POWER LINE POLES, 58.4 FEET SOUTH OF THE
 GT0899'CENTER LINE OF THE HIGHWAY, 34.1 FEET WEST OF THE WEST END OF THE
 GT0899'CONCRETE WINGWALL OF A SIPHON ACROSS THE HIGHWAY, 30 1/2 FEET
 GT0899'NORTH OF POWER LINE POLE 776111E WITH A GUY WIRE, 20 FEET WEST
 GT0899'OF THE CENTER LINE OF THE DIRT ROAD, 17.5 FEET SOUTH OF THE
 GT0899'NORTHEAST CORNER OF THE CORRAL, 1.2 FEET WEST OF A BOARD
 GT0899'FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 GT0899'THE HIGHWAY, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 GT0899'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 GT0899
 GT0899                          STATION RECOVERY (1970)
 GT0899
 GT0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1348 ***********************************************************************
 FV1348  DESIGNATION -  2531
 FV1348  PID         -  FV1348
 FV1348  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1348  USGS QUAD   -  TENT HILLS (1994)
 FV1348
 FV1348                         *CURRENT SURVEY CONTROL
 FV1348  ___________________________________________________________________
 FV1348* NAD 83(1992)-  35 47 15.67971(N)    120 13 20.59690(W)     ADJUSTED  
 FV1348* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 FV1348  ___________________________________________________________________
 FV1348  EPOCH DATE  -        1991.35
 FV1348  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FV1348  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 FV1348  HORZ ORDER  -  SECOND
 FV1348
 FV1348.The horizontal coordinates were established by classical geodetic methods
 FV1348.and adjusted by the National Geodetic Survey in June 1996.
 FV1348.The horizontal coordinates are valid at the epoch date displayed above.
 FV1348.The epoch date for horizontal control is a decimal equivalence
 FV1348.of Year/Month/Day.
 FV1348
 FV1348.The orthometric height was scaled from a topographic map.
 FV1348
 FV1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1348
 FV1348.The geoid height was determined by GEOID03.
 FV1348
 FV1348;                    North         East     Units Scale Factor Converg.
 FV1348;SPC CA 5     -   756,001.358 1,799,084.723   MT  1.00008577   -1 16 00.4
 FV1348;SPC CA 5     - 2,480,314.46  5,902,497.13   sFT  1.00008577   -1 16 00.4
 FV1348;SPC CA 4     -   551,120.226 1,889,488.126   MT  1.00004691   -0 43 45.3
 FV1348;SPC CA 4     - 1,808,133.61  6,199,095.63   sFT  1.00004691   -0 43 45.3
 FV1348;UTM  10      - 3,963,960.505   751,040.189   MT  1.00037665   +1 37 30.5
 FV1348
 FV1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1348!SPC CA 5     -   0.99988411  x   1.00008577  =   0.99996987
 FV1348!SPC CA 4     -   0.99988411  x   1.00004691  =   0.99993101
 FV1348!UTM  10      -   0.99988411  x   1.00037665  =   1.00026072
 FV1348
 FV1348                          SUPERSEDED SURVEY CONTROL
 FV1348
 FV1348  NAD 83(1992)-  35 47 15.67951(N)    120 13 20.59994(W) AD(1991.35) 2
 FV1348  NAD 83(1986)-  35 47 15.67708(N)    120 13 20.59800(W) AD(1984.00) 2
 FV1348  NAD 27      -  35 47 15.81000(N)    120 13 17.08000(W) AD(       ) 2
 FV1348
 FV1348.Superseded values are not recommended for survey control.
 FV1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1348.See file dsdata.txt to determine how the superseded data were derived.
 FV1348
 FV1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE5104063961(NAD 83)
 FV1348
 FV1348  HISTORY     - Date     Condition        Report By
 FV1348  HISTORY     - 1932     MONUMENTED       USGS
 FV1348  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FV1348  HISTORY     - 1966     SEE DESCRIPTION  CGS
 FV1348
 FV1348                          STATION DESCRIPTION
 FV1348
 FV1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 FV1348'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FV1348'COTTONWOOD 1932, THE DISTANCE BEING 28.26 FEET OR 8.614
 FV1348'METERS NORTHWEST.
 FV1348'
 FV1348'A DIFFERENCE IN DISTANCE WAS NOTED AND CHECKED IN THE FIELD.
 FV1348'
 FV1348'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FV1348
 FV1348                          STATION RECOVERY (1966)
 FV1348
 FV1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 FV1348'STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 4-1/2
 FV1348'MILES NORTHEAST OF CHOLAME AND 1/2 MILE NORTH OF STATE HIGHWAY
 FV1348'41.
 FV1348'
 FV1348'TO REACH THE STATION FROM CHOLAME, GO EAST ON STATE HIGHWAYS
 FV1348'41 AND 46 FOR 1.1 MILES TO THEIR JUNCTION, TURN LEFT ON STATE
 FV1348'HIGHWAY 41 AND GO NORTHEAST FOR 5.2 MILES TO A SIDE ROAD
 FV1348'LEFT AND GATE.  TURN LEFT ON TRACK ROAD FOR 0.15 MILE TO
 FV1348'A FORK, TURN LEFT FOR 0.1 MILE TO A SIDE ROAD RIGHT LEADING
 FV1348'UP STEEP HILL, TURN RIGHT FOR 0.6 MILE TO A SIDE ROAD LEFT
 FV1348'IN A SADDLE, TURN LEFT FOR 0.2 MILE TO THE HIGHEST POINT AND
 FV1348'THE STATION.
 FV1348'
 FV1348'STATION IS A STANDARD GEOLOGICAL SURVEY DISK SET IN A DRILL
 FV1348'HOLE IN A BOULDER WHICH IS ABOUT 5 FEET LOWER THAN THE HIGHEST
 FV1348'PART OF HILL.  THE DISK IS STAMPED VA 2531.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0318 ***********************************************************************
 MX0318  DESIGNATION -  2538 B
 MX0318  PID         -  MX0318
 MX0318  STATE/COUNTY-  CA/SISKIYOU
 MX0318  USGS QUAD   -  MONTAGUE (1984)
 MX0318
 MX0318                         *CURRENT SURVEY CONTROL
 MX0318  ___________________________________________________________________
 MX0318* NAD 83(1986)-  41 43 41.     (N)    122 31 44.     (W)     SCALED    
 MX0318* NAVD 88     -       774.518  (meters)    2541.06   (feet)  ADJUSTED  
 MX0318  ___________________________________________________________________
 MX0318  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 MX0318  DYNAMIC HT  -         774.108 (meters)    2539.72  (feet)  COMP
 MX0318  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 MX0318
 MX0318  VERT ORDER  -  FIRST     CLASS II
 MX0318
 MX0318.The horizontal coordinates were scaled from a topographic map and have
 MX0318.an estimated accuracy of +/- 6 seconds.
 MX0318
 MX0318.The orthometric height was determined by differential leveling
 MX0318.and adjusted in June 1991.
 MX0318
 MX0318.The geoid height was determined by GEOID03.
 MX0318
 MX0318.The dynamic height is computed by dividing the NAVD 88
 MX0318.geopotential number by the normal gravity value computed on the
 MX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0318.degrees latitude (g = 980.6199 gals.).
 MX0318
 MX0318.The modeled gravity was interpolated from observed gravity values.
 MX0318
 MX0318;                    North         East    Units  Estimated Accuracy
 MX0318;SPC CA 1     -   766,050.    1,956,000.      MT  (+/- 180 meters Scaled)
 MX0318
 MX0318                          SUPERSEDED SURVEY CONTROL
 MX0318
 MX0318  NGVD 29 (??/??/??)  773.491  (m)         2537.70   (f) ADJUSTED    1 2
 MX0318
 MX0318.Superseded values are not recommended for survey control.
 MX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0318.See file dsdata.txt to determine how the superseded data were derived.
 MX0318
 MX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM391196(NAD 83)
 MX0318_MARKER: DB = BENCH MARK DISK
 MX0318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MX0318_SP_SET: BUILDING
 MX0318_STAMPING: 2538 B 1907 1
 MX0318_MARK LOGO: USGS  
 MX0318_MAGNETIC: N = NO MAGNETIC MATERIAL
 MX0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MX0318+STABILITY: POSITION/ELEVATION WELL
 MX0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MX0318+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998
 MX0318
 MX0318  HISTORY     - Date     Condition        Report By
 MX0318  HISTORY     - 1907     MONUMENTED       USGS
 MX0318  HISTORY     - 1952     GOOD             NGS
 MX0318  HISTORY     - 1988     GOOD             NGS
 MX0318  HISTORY     - 19980330 GOOD             NGS
 MX0318
 MX0318                          STATION DESCRIPTION
 MX0318
 MX0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MX0318'AT MONTAGUE.
 MX0318'AT MONTAGUE, AT THE INTERSECTION OF ELEVENTH AND WEBB STREETS,
 MX0318'SET VERTICALLY IN THE NORTH FACE OF THE MONTAGUE HOTEL BUILDING
 MX0318'(A BRICK AND STUCCO BUILDING), 2.8 FEET HIGHER THAN THE SURFACE
 MX0318'OF THE GROUND, AND 1.5 FEET WEST OF THE NORTHEAST CORNER OF
 MX0318'THE BUILDING.  NOTE-- THE FIGURE 1 IS ALSO STAMPED ON THIS MARK
 MX0318'ABOUT MIDWAY BETWEEN THE M AND BM AND THE Y OF SURVEY.
 MX0318
 MX0318                          STATION RECOVERY (1988)
 MX0318
 MX0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MX0318'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS STAMPED AS ABOVE.
 MX0318
 MX0318                          STATION RECOVERY (1998)
 MX0318
 MX0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MX0318'IN MONTAQUE, AT THE INTERSECTION OF SOUTH 11TH AND EAST WEBB STREETS,
 MX0318'SET VERTICALLY IN THE NORTH FACE OF A BRICK AND STUCCO BUILDING, 12.1
 MX0318'M (39.7 FT) SOUTH OF THE CENTER OF WEBB STREET, 10.9 M (35.8 FT) WEST
 MX0318'OF THE CENTER OF 11TH STREET, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 MX0318'STREETS, AND 0.5 M (1.6 FT) WEST OF THE NORTHEAST CORNER OF THE
 MX0318'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0738 ***********************************************************************
 JS0738  DESIGNATION -  254
 JS0738  PID         -  JS0738
 JS0738  STATE/COUNTY-  CA/SACRAMENTO
 JS0738  USGS QUAD   -  BUFFALO CREEK (1980)
 JS0738
 JS0738                         *CURRENT SURVEY CONTROL
 JS0738  ___________________________________________________________________
 JS0738* NAD 83(1986)-  38 34 53.     (N)    121 11 14.     (W)     SCALED    
 JS0738* NAVD 88     -        78.32   (+/-2cm)     257.0    (feet)  VERTCON   
 JS0738  ___________________________________________________________________
 JS0738  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 JS0738  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0738
 JS0738.The horizontal coordinates were scaled from a topographic map and have
 JS0738.an estimated accuracy of +/- 6 seconds.
 JS0738
 JS0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0738.The vertical order pertains to the NGVD 29 superseded value.
 JS0738
 JS0738.The geoid height was determined by GEOID03.
 JS0738
 JS0738;                    North         East    Units  Estimated Accuracy
 JS0738;SPC CA 2     -   601,860.    2,070,820.      MT  (+/- 180 meters Scaled)
 JS0738
 JS0738                          SUPERSEDED SURVEY CONTROL
 JS0738
 JS0738  NGVD 29 (??/??/92)   77.566  (m)          254.48   (f) ADJ UNCH    1 2
 JS0738
 JS0738.Superseded values are not recommended for survey control.
 JS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0738.See file dsdata.txt to determine how the superseded data were derived.
 JS0738
 JS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH578718(NAD 83)
 JS0738_MARKER: DB = BENCH MARK DISK
 JS0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0738_STAMPING: 254
 JS0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0738+STABILITY: SURFACE MOTION
 JS0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0738+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 JS0738
 JS0738  HISTORY     - Date     Condition        Report By
 JS0738  HISTORY     - UNK      MONUMENTED       CGS
 JS0738  HISTORY     - 1949     GOOD             NGS
 JS0738  HISTORY     - 20040412 GOOD             CADT
 JS0738
 JS0738                          STATION DESCRIPTION
 JS0738
 JS0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0738'6.8 MI W FROM WHITE ROCK.
 JS0738'5.0 MILES WEST ALONG WHITE ROCK ROAD FROM WHITE ROCK SIDING,
 JS0738'THENCE 1.8 MILES SOUTH ALONG DAYLOR GRANT ROAD, 7.6 MILES
 JS0738'NORTH OF SLOUGHHOUSE, 0.6 MILE NORTH OF A LARGE BRICK RANCHHOUSE,
 JS0738'ON THE OUTSIDE OF A CURVE, 34 FEET WEST OF POWER LINE POLE
 JS0738'1/17, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST
 JS0738'OF A GUY POLE, 1.8 FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A
 JS0738'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JS0738'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 JS0738
 JS0738                          STATION RECOVERY (2004)
 JS0738
 JS0738'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0954 ***********************************************************************
 FV0954  DESIGNATION -  254 USGS
 FV0954  PID         -  FV0954
 FV0954  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0954  USGS QUAD   -  CAMBRIA (1979)
 FV0954
 FV0954                         *CURRENT SURVEY CONTROL
 FV0954  ___________________________________________________________________
 FV0954* NAD 83(1986)-  35 30 03.     (N)    121 00 46.     (W)     SCALED    
 FV0954* NAVD 88     -        78.17   (+/-2cm)     256.5    (feet)  VERTCON   
 FV0954  ___________________________________________________________________
 FV0954  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 FV0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0954
 FV0954.The horizontal coordinates were scaled from a topographic map and have
 FV0954.an estimated accuracy of +/- 6 seconds.
 FV0954
 FV0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0954.The vertical order pertains to the NGVD 29 superseded value.
 FV0954
 FV0954.The geoid height was determined by GEOID03.
 FV0954
 FV0954;                    North         East    Units  Estimated Accuracy
 FV0954;SPC CA 5     -   726,050.    1,726,690.      MT  (+/- 180 meters Scaled)
 FV0954
 FV0954                          SUPERSEDED SURVEY CONTROL
 FV0954
 FV0954  NGVD 29 (??/??/92)   77.34   (m)          253.7    (f) COMPUTED    2 0
 FV0954
 FV0954.Superseded values are not recommended for survey control.
 FV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0954.See file dsdata.txt to determine how the superseded data were derived.
 FV0954
 FV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE802304(NAD 83)
 FV0954_MARKER: DD = SURVEY DISK
 FV0954_SETTING: 66 = SET IN ROCK OUTCROP
 FV0954_SP_SET: ROCK OUTCROP
 FV0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FV0954+STABILITY: POSITION/ELEVATION WELL
 FV0954
 FV0954  HISTORY     - Date     Condition        Report By
 FV0954  HISTORY     - UNK      MONUMENTED       USGS
 FV0954  HISTORY     - 1935     GOOD             NGS
 FV0954  HISTORY     - 1943     GOOD             NGS
 FV0954
 FV0954                          STATION DESCRIPTION
 FV0954
 FV0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0954'0.7 MI SE FROM HARMONY.
 FV0954'0.7 MILES S.E. BY HIGHWAY.  ALONG THE R. OF W. OF THE SAN LUIS
 FV0954'OBISPO-GORDA HIGHWAY.  37 FEET S. OF TELEPHONE POLE 878.  19
 FV0954'FEET S.W. OF THE CENTER OF THE HIGHWAY.  IN THE BANK 2 FEET
 FV0954'ABOVE THE LEVEL OF THE HIGHWAY.
 FV0954
 FV0954                          STATION RECOVERY (1943)
 FV0954
 FV0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FV0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0955 ***********************************************************************
 FV0955  DESIGNATION -  254 USGS RESET 1963
 FV0955  PID         -  FV0955
 FV0955  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0955  USGS QUAD   -  CAMBRIA (1979)
 FV0955
 FV0955                         *CURRENT SURVEY CONTROL
 FV0955  ___________________________________________________________________
 FV0955* NAD 83(1986)-  35 30 03.     (N)    121 00 46.     (W)     SCALED    
 FV0955* NAVD 88     -        72.228  (meters)     236.97   (feet)  ADJUSTED  
 FV0955  ___________________________________________________________________
 FV0955  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 FV0955  DYNAMIC HT  -          72.164 (meters)     236.76  (feet)  COMP
 FV0955  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 FV0955
 FV0955  VERT ORDER  -  FIRST     CLASS I
 FV0955
 FV0955.The horizontal coordinates were scaled from a topographic map and have
 FV0955.an estimated accuracy of +/- 6 seconds.
 FV0955
 FV0955.The orthometric height was determined by differential leveling
 FV0955.and adjusted in June 1991.
 FV0955
 FV0955.The geoid height was determined by GEOID03.
 FV0955
 FV0955.The dynamic height is computed by dividing the NAVD 88
 FV0955.geopotential number by the normal gravity value computed on the
 FV0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0955.degrees latitude (g = 980.6199 gals.).
 FV0955
 FV0955.The modeled gravity was interpolated from observed gravity values.
 FV0955
 FV0955;                    North         East    Units  Estimated Accuracy
 FV0955;SPC CA 5     -   726,050.    1,726,690.      MT  (+/- 180 meters Scaled)
 FV0955
 FV0955                          SUPERSEDED SURVEY CONTROL
 FV0955
 FV0955  NGVD 29 (10/21/93)   71.400  (m)          234.25   (f) ADJUSTED    1 1
 FV0955
 FV0955.Superseded values are not recommended for survey control.
 FV0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0955.See file dsdata.txt to determine how the superseded data were derived.
 FV0955
 FV0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE802304(NAD 83)
 FV0955_MARKER: DD = SURVEY DISK
 FV0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0955_SP_SET: CULVERT
 FV0955_STAMPING: 254 USGS RESET 1963
 FV0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0955
 FV0955  HISTORY     - Date     Condition        Report By
 FV0955  HISTORY     - 1962     MONUMENTED       CADH
 FV0955  HISTORY     - 1977     GOOD             NGS
 FV0955
 FV0955                          STATION DESCRIPTION
 FV0955
 FV0955'DESCRIBED BY CA DIV OF HIGHWAYS 1962
 FV0955'6.6 MI SE FROM CAMBRIA.
 FV0955'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM CAMBRIA, SAN LUIS
 FV0955'OBISPO COUNTY, ABOUT 3/4 MILE SOUTHEAST OF THE CREEK AT HARMONY,
 FV0955'ON THE OUTSIDE OF A LONG CURVE, IN THE NORTH HEADWALL OF A
 FV0955'CONCRETE CULVERT, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FV0955'45 FEET WEST OF POWER-POLE 874, 10 FEET SOUTH OF A FARM FENCE,
 FV0955'AND NEAR A WHITE WOODEN WITNESS POST.  THIS BENCH MARK IS SET
 FV0955'IN THE RIGHT HEADWALL OF CONCRETE CULVERT 29 DEG RIGHT OF THE
 FV0955'CENTERLINE OF ROAD, 1.7 FEET BELOW ROAD.  HWY. STATION 574+85C.
 FV0955
 FV0955                          STATION RECOVERY (1977)
 FV0955
 FV0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0955'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 FV0955'HARMONY ROAD AT HARMONY, SET IN THE TOP CENTER OF A 5 BY 5 FOOT
 FV0955'PIPE CULVERT, 29 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FV0955'48 FEET SOUTHWEST OF A FENCE LINE, 47 FEET SOUTHWEST OF POWER POLE
 FV0955'NUMBER 88.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1417 ***********************************************************************
 EW1417  DESIGNATION -  254.203 C OF LA
 EW1417  PID         -  EW1417
 EW1417  STATE/COUNTY-  CA/LOS ANGELES
 EW1417  USGS QUAD   -  HOLLYWOOD (1994)
 EW1417
 EW1417                         *CURRENT SURVEY CONTROL
 EW1417  ___________________________________________________________________
 EW1417* NAD 83(1986)-  34 03 42.     (N)    118 17 29.     (W)     SCALED    
 EW1417* NAVD 88     -        78.23   (+/-2cm)     256.7    (feet)  VERTCON   
 EW1417  ___________________________________________________________________
 EW1417  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EW1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1417
 EW1417.The horizontal coordinates were scaled from a topographic map and have
 EW1417.an estimated accuracy of +/- 6 seconds.
 EW1417
 EW1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1417.The vertical order pertains to the NGVD 29 superseded value.
 EW1417
 EW1417.The geoid height was determined by GEOID03.
 EW1417
 EW1417;                    North         East    Units  Estimated Accuracy
 EW1417;SPC CA 5     -   562,340.    1,973,100.      MT  (+/- 180 meters Scaled)
 EW1417
 EW1417                          SUPERSEDED SURVEY CONTROL
 EW1417
 EW1417  NGVD 29 (??/??/92)   77.45   (m)          254.1    (f) COMPUTED    1 2
 EW1417
 EW1417.Superseded values are not recommended for survey control.
 EW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1417.See file dsdata.txt to determine how the superseded data were derived.
 EW1417
 EW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808697(NAD 83)
 EW1417_MARKER: S = SPIKE
 EW1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1417_SP_SET: CATCH BASIN
 EW1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1417
 EW1417  HISTORY     - Date     Condition        Report By
 EW1417  HISTORY     - UNK      MONUMENTED       CA1980
 EW1417  HISTORY     - 1945     GOOD             NGS
 EW1417  HISTORY     - 1964     GOOD             NGS
 EW1417
 EW1417                          STATION DESCRIPTION
 EW1417
 EW1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1417'AT LOS ANGELES.
 EW1417'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1417'AND VERMONT AVENUE, 3.6 FEET NORTH OF THE NORTH CURB OF WILSHIRE
 EW1417'BOULEVARD, AND 59.0 FEET EAST OF THE EAST CURB OF VERMONT
 EW1417'AVENUE.  CUT SPIKE IN NORTHEAST CORNER OF CATCH BASIN AND
 EW1417'PROJECTS 1/4 INCH ABOVE CATCH BASIN TOP.
 EW1417
 EW1417                          STATION RECOVERY (1964)
 EW1417
 EW1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0009 ***********************************************************************
 DC0009  DESIGNATION -  2543
 DC0009  PID         -  DC0009
 DC0009  STATE/COUNTY-  CA/SAN DIEGO
 DC0009  USGS QUAD   -  CAMPO (1959)
 DC0009
 DC0009                         *CURRENT SURVEY CONTROL
 DC0009  ___________________________________________________________________
 DC0009* NAD 83(1986)-  32 36 32.     (N)    116 28 26.     (W)     SCALED    
 DC0009* NAVD 88     -       775.688  (meters)    2544.90   (feet)  ADJUSTED  
 DC0009  ___________________________________________________________________
 DC0009  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DC0009  DYNAMIC HT  -         774.681 (meters)    2541.60  (feet)  COMP
 DC0009  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 DC0009
 DC0009  VERT ORDER  -  FIRST     CLASS II
 DC0009
 DC0009.The horizontal coordinates were scaled from a topographic map and have
 DC0009.an estimated accuracy of +/- 6 seconds.
 DC0009
 DC0009.The orthometric height was determined by differential leveling
 DC0009.and adjusted in June 1991.
 DC0009
 DC0009.The geoid height was determined by GEOID03.
 DC0009
 DC0009.The dynamic height is computed by dividing the NAVD 88
 DC0009.geopotential number by the normal gravity value computed on the
 DC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0009.degrees latitude (g = 980.6199 gals.).
 DC0009
 DC0009.The modeled gravity was interpolated from observed gravity values.
 DC0009
 DC0009;                    North         East    Units  Estimated Accuracy
 DC0009;SPC CA 6     -   549,070.    1,978,980.      MT  (+/- 180 meters Scaled)
 DC0009
 DC0009                          SUPERSEDED SURVEY CONTROL
 DC0009
 DC0009  NGVD 29 (??/??/??)  774.953  (m)         2542.49   (f) ADJUSTED    1 2
 DC0009
 DC0009.Superseded values are not recommended for survey control.
 DC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0009.See file dsdata.txt to determine how the superseded data were derived.
 DC0009
 DC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS493080(NAD 83)
 DC0009_MARKER: DD = SURVEY DISK
 DC0009_SETTING: 66 = SET IN ROCK OUTCROP
 DC0009_SP_SET: ROCK OUTCROP
 DC0009_STAMPING: 2543 SD
 DC0009_MARK LOGO: USGS  
 DC0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0009+STABILITY: POSITION/ELEVATION WELL
 DC0009
 DC0009  HISTORY     - Date     Condition        Report By
 DC0009  HISTORY     - UNK      MONUMENTED       USGS
 DC0009  HISTORY     - 1955     GOOD             NGS
 DC0009  HISTORY     - 1969     GOOD             CA-073
 DC0009  HISTORY     - 1987     GOOD             NGS
 DC0009
 DC0009                          STATION DESCRIPTION
 DC0009
 DC0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0009'AT CAMPO.
 DC0009'AT CAMPO, ALONG THE SAN DIEGO AND ARIZONA EASTERN RAILWAY, 0.35
 DC0009'MILE SOUTHWEST OF THE STATION, AT THE CROSSING OF STATE HIGHWAY 94,
 DC0009'SET VERTICALLY IN THE NORTH FACE OF A MASSIVE BOULDER WHICH PROJECTS
 DC0009'15 FEET ABOVE THE GROUND, 13.5 FEET SOUTHEAST OF THE SOUTHEAST
 DC0009'RAIL, 2 FEET ABOVE THE GROUND, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 DC0009'TRACK.
 DC0009
 DC0009                          STATION RECOVERY (1969)
 DC0009
 DC0009'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0009'RECOVERED IN GOOD CONDITION.
 DC0009
 DC0009                          STATION RECOVERY (1987)
 DC0009
 DC0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0009'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN L21532 IS ADEQUATE
 DC0009'EXCEPT ADD-- 12.0 M (39.4 FT) EAST OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0011 ***********************************************************************
 MX0011  DESIGNATION -  2544 B=S 34
 MX0011  PID         -  MX0011
 MX0011  STATE/COUNTY-  CA/SISKIYOU
 MX0011  USGS QUAD   -  BOGUS MOUNTAIN (1984)
 MX0011
 MX0011                         *CURRENT SURVEY CONTROL
 MX0011  ___________________________________________________________________
 MX0011* NAD 83(1986)-  41 49 34.     (N)    122 28 59.     (W)     SCALED    
 MX0011* NAVD 88     -       776.702  (meters)    2548.23   (feet)  ADJUSTED  
 MX0011  ___________________________________________________________________
 MX0011  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 MX0011  DYNAMIC HT  -         776.287 (meters)    2546.87  (feet)  COMP
 MX0011  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 MX0011
 MX0011  VERT ORDER  -  FIRST     CLASS II
 MX0011
 MX0011.The horizontal coordinates were scaled from a topographic map and have
 MX0011.an estimated accuracy of +/- 6 seconds.
 MX0011
 MX0011.The orthometric height was determined by differential leveling
 MX0011.and adjusted in June 1991.
 MX0011
 MX0011.The geoid height was determined by GEOID03.
 MX0011
 MX0011.The dynamic height is computed by dividing the NAVD 88
 MX0011.geopotential number by the normal gravity value computed on the
 MX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0011.degrees latitude (g = 980.6199 gals.).
 MX0011
 MX0011.The modeled gravity was interpolated from observed gravity values.
 MX0011
 MX0011;                    North         East    Units  Estimated Accuracy
 MX0011;SPC CA 1     -   776,920.    1,959,870.      MT  (+/- 180 meters Scaled)
 MX0011
 MX0011                          SUPERSEDED SURVEY CONTROL
 MX0011
 MX0011  NGVD 29 (??/??/??)  775.664  (m)         2544.82   (f) ADJUSTED    1 2
 MX0011
 MX0011.Superseded values are not recommended for survey control.
 MX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0011.See file dsdata.txt to determine how the superseded data were derived.
 MX0011
 MX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM429305(NAD 83)
 MX0011_MARKER: DB = BENCH MARK DISK
 MX0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0011_STAMPING: 2544 B 1903
 MX0011_MARK LOGO: USGS  
 MX0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0011
 MX0011  HISTORY     - Date     Condition        Report By
 MX0011  HISTORY     - 1903     MONUMENTED       USGS
 MX0011  HISTORY     - 1954     GOOD             CGS
 MX0011
 MX0011                          STATION DESCRIPTION
 MX0011
 MX0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MX0011'7.8 MI NE FROM MONTAGUE.
 MX0011'7.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0011'FROM THE STATION AT MONTAGUE, 0.3 MILE NORTH OF MILEPOLE 383,
 MX0011'0.15 MILE NORTHEAST OF SEMAPHORE 381.1, 50 FEET SOUTH OF THE
 MX0011'SOUTHWEST END OF A CUT, 45.4 FEET SOUTHEAST OF THE SOUTHEAST
 MX0011'RAIL, 2.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE,
 MX0011'1.3 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN
 MX0011'THE TOP OF THE RAIL, AND RIVETED TO THE TOP OF A 3 1/2-INCH
 MX0011'IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5520 ***********************************************************************
 DX5520  DESIGNATION -  2547 R
 DX5520  PID         -  DX5520
 DX5520  STATE/COUNTY-  CA/SAN DIEGO
 DX5520  USGS QUAD   -  TEMECULA (1975)
 DX5520
 DX5520                         *CURRENT SURVEY CONTROL
 DX5520  ___________________________________________________________________
 DX5520* NAD 83(1986)-  33 24 11.     (N)    117 10 05.     (W)     SCALED    
 DX5520* NAVD 88     -       330.989  (meters)    1085.92   (feet)  ADJUSTED  
 DX5520  ___________________________________________________________________
 DX5520  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DX5520  DYNAMIC HT  -         330.627 (meters)    1084.73  (feet)  COMP
 DX5520  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 DX5520
 DX5520  VERT ORDER  -  FIRST     CLASS II
 DX5520
 DX5520.The horizontal coordinates were scaled from a topographic map and have
 DX5520.an estimated accuracy of +/- 6 seconds.
 DX5520
 DX5520.The orthometric height was determined by differential leveling
 DX5520.and adjusted in January 1993.
 DX5520
 DX5520.The geoid height was determined by GEOID03.
 DX5520
 DX5520.The dynamic height is computed by dividing the NAVD 88
 DX5520.geopotential number by the normal gravity value computed on the
 DX5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5520.degrees latitude (g = 980.6199 gals.).
 DX5520
 DX5520.The modeled gravity was interpolated from observed gravity values.
 DX5520
 DX5520;                    North         East    Units  Estimated Accuracy
 DX5520;SPC CA 6     -   637,500.    1,914,600.      MT  (+/- 180 meters Scaled)
 DX5520
 DX5520                          SUPERSEDED SURVEY CONTROL
 DX5520
 DX5520.No superseded survey control is available for this station.
 DX5520
 DX5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS843959(NAD 83)
 DX5520_MARKER: DD = SURVEY DISK
 DX5520_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX5520+WITH SETTING: PAVEMENT
 DX5520_SP_SET: ROOF SLAB
 DX5520_STAMPING: BM 2547 R 1981
 DX5520_MARK LOGO: CADT  
 DX5520_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5520+STABILITY: SURFACE MOTION
 DX5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5520+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 DX5520
 DX5520  HISTORY     - Date     Condition        Report By
 DX5520  HISTORY     - 1981     MONUMENTED       CADH
 DX5520  HISTORY     - 19920911 GOOD             MWDSC
 DX5520
 DX5520                          STATION DESCRIPTION
 DX5520
 DX5520'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5520'RAINBOW, 1.1 MILES (1.8 KM) NORTHEAST ALONG OLD HWY 395 FROM THE
 DX5520'INTERSECTION WITH MISSION RD., AT STATION 1886+00 ON THE MWDSC SAN
 DX5520'DIEGO PILELINE NO. 3, 61 FEET (18.6 M) NORTHWEST OF THE CENTERLINE
 DX5520'OF OLD HWY 395.  A 2 INCH CADT BRASS DISK SET FLUSH IN TOP OF THE
 DX5520'SOUTHEAST CORNER OF A 30 FOOT (9.1 M) BY 16.6 FOOT (5.1 M) L SHAPED
 DX5520'CONCRETE SLAB FOR UNDERGROUND VALVE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0324 ***********************************************************************
 LT0324  DESIGNATION -  2552.9 USGS
 LT0324  PID         -  LT0324
 LT0324  STATE/COUNTY-  CA/TEHAMA
 LT0324  USGS QUAD   -  FINLEY BUTTE (1995)
 LT0324
 LT0324                         *CURRENT SURVEY CONTROL
 LT0324  ___________________________________________________________________
 LT0324* NAD 83(1986)-  40 20 20.     (N)    121 50 48.     (W)     SCALED    
 LT0324* NAVD 88     -       779.250  (meters)    2556.59   (feet)  ADJUSTED  
 LT0324  ___________________________________________________________________
 LT0324  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 LT0324  DYNAMIC HT  -         778.765 (meters)    2555.00  (feet)  COMP
 LT0324  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 LT0324
 LT0324  VERT ORDER  -  SECOND    CLASS 0
 LT0324
 LT0324.The horizontal coordinates were scaled from a topographic map and have
 LT0324.an estimated accuracy of +/- 6 seconds.
 LT0324
 LT0324.The orthometric height was determined by differential leveling
 LT0324.and adjusted in June 1991.
 LT0324
 LT0324.The geoid height was determined by GEOID03.
 LT0324
 LT0324.The dynamic height is computed by dividing the NAVD 88
 LT0324.geopotential number by the normal gravity value computed on the
 LT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0324.degrees latitude (g = 980.6199 gals.).
 LT0324
 LT0324.The modeled gravity was interpolated from observed gravity values.
 LT0324
 LT0324;                    North         East    Units  Estimated Accuracy
 LT0324;SPC CA 1     -   611,670.    2,013,030.      MT  (+/- 180 meters Scaled)
 LT0324
 LT0324                          SUPERSEDED SURVEY CONTROL
 LT0324
 LT0324  NGVD 29 (??/??/??)  778.430  (m)         2553.90   (f) ADJUSTED    2 0
 LT0324
 LT0324.Superseded values are not recommended for survey control.
 LT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0324.See file dsdata.txt to determine how the superseded data were derived.
 LT0324
 LT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK979660(NAD 83)
 LT0324_MARKER: Q = CHISELED SQUARE
 LT0324_SETTING: 80 = SET IN A BOULDER
 LT0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0324+STABILITY: SURFACE MOTION
 LT0324
 LT0324  HISTORY     - Date     Condition        Report By
 LT0324  HISTORY     - UNK      MONUMENTED       USGS
 LT0324  HISTORY     - 1934     GOOD             NGS
 LT0324
 LT0324                          STATION DESCRIPTION
 LT0324
 LT0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0324'4.5 MI E FROM PAYNES CREEK.
 LT0324'4.5 MILES EAST ALONG STATE HIGHWAY 36 FROM PAYNES CREEK, TEHAMA
 LT0324'COUNTY, ON THE INSIDE OF A SHARP CURVE ON A GRADE, 30 FEET
 LT0324'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A
 LT0324'BOULDER ABOUT 1 FOOT ABOVE THE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0463 ***********************************************************************
 KT0463  DESIGNATION -  256 USGS
 KT0463  PID         -  KT0463
 KT0463  STATE/COUNTY-  CA/GLENN
 KT0463  USGS QUAD   -  LOGAN RIDGE (1973)
 KT0463
 KT0463                         *CURRENT SURVEY CONTROL
 KT0463  ___________________________________________________________________
 KT0463* NAD 83(1986)-  39 28 12.     (N)    122 19 11.     (W)     SCALED    
 KT0463* NAVD 88     -        78.88   (+/-2cm)     258.8    (feet)  VERTCON   
 KT0463  ___________________________________________________________________
 KT0463  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 KT0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0463
 KT0463.The horizontal coordinates were scaled from a topographic map and have
 KT0463.an estimated accuracy of +/- 6 seconds.
 KT0463
 KT0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0463.The vertical order pertains to the NGVD 29 superseded value.
 KT0463
 KT0463.The geoid height was determined by GEOID03.
 KT0463
 KT0463;                    North         East    Units  Estimated Accuracy
 KT0463;SPC CA 2     -   700,230.    1,972,490.      MT  (+/- 180 meters Scaled)
 KT0463
 KT0463                          SUPERSEDED SURVEY CONTROL
 KT0463
 KT0463  NGVD 29 (??/??/92)   78.105  (m)          256.25   (f) ADJ UNCH    2 0
 KT0463
 KT0463.Superseded values are not recommended for survey control.
 KT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0463.See file dsdata.txt to determine how the superseded data were derived.
 KT0463
 KT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ585691(NAD 83)
 KT0463_MARKER: Q = CHISELED SQUARE
 KT0463_SETTING: 66 = SET IN ROCK OUTCROP
 KT0463_SP_SET: ROCK OUTCROP
 KT0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0463+STABILITY: POSITION/ELEVATION WELL
 KT0463
 KT0463  HISTORY     - Date     Condition        Report By
 KT0463  HISTORY     - UNK      MONUMENTED       USGS
 KT0463  HISTORY     - 1935     GOOD             NGS
 KT0463
 KT0463                          STATION DESCRIPTION
 KT0463
 KT0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0463'11 MI SW FROM WILLOWS.
 KT0463'4.0 MILES SOUTH AND 7.0 MILES WEST ALONG THE STONYFORD ROAD
 KT0463'FROM WILLOWS, GLENN COUNTY, 1.1 MILES NORTHEAST OF GARNETT
 KT0463'RANCH, AT THE TOP OF A GRADE, ON THE NORTHEAST EDGE OF THE ROAD,
 KT0463'AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0518 ***********************************************************************
 FU0518  DESIGNATION -  2560 USGS
 FU0518  PID         -  FU0518
 FU0518  STATE/COUNTY-  CA/KERN
 FU0518  USGS QUAD   -  MIRACLE HOT SPRINGS (1994)
 FU0518
 FU0518                         *CURRENT SURVEY CONTROL
 FU0518  ___________________________________________________________________
 FU0518* NAD 83(1986)-  35 35 20.     (N)    118 31 20.     (W)     SCALED    
 FU0518* NAVD 88     -       781.00   (+/-2cm)    2562.3    (feet)  VERTCON   
 FU0518  ___________________________________________________________________
 FU0518  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FU0518  VERT ORDER  -  THIRD (See Below)
 FU0518
 FU0518.The horizontal coordinates were scaled from a topographic map and have
 FU0518.an estimated accuracy of +/- 6 seconds.
 FU0518
 FU0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0518.The vertical order pertains to the NGVD 29 superseded value.
 FU0518
 FU0518.The geoid height was determined by GEOID03.
 FU0518
 FU0518;                    North         East    Units  Estimated Accuracy
 FU0518;SPC CA 5     -   731,840.    1,952,670.      MT  (+/- 180 meters Scaled)
 FU0518
 FU0518                          SUPERSEDED SURVEY CONTROL
 FU0518
 FU0518  NGVD 29 (??/??/??)  780.05   (m)         2559.2    (f) RESET       3  
 FU0518
 FU0518.Superseded values are not recommended for survey control.
 FU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0518.See file dsdata.txt to determine how the superseded data were derived.
 FU0518
 FU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV620394(NAD 83)
 FU0518_MARKER: DD = SURVEY DISK
 FU0518_SETTING: 66 = SET IN ROCK OUTCROP
 FU0518_SP_SET: OUTCROP
 FU0518_STAMPING: H 20 2560 1934
 FU0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0518+STABILITY: POSITION/ELEVATION WELL
 FU0518
 FU0518  HISTORY     - Date     Condition        Report By
 FU0518  HISTORY     - 1934     MONUMENTED       USGS
 FU0518  HISTORY     - 1952     GOOD             NGS
 FU0518
 FU0518                          STATION DESCRIPTION
 FU0518
 FU0518'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0518'2.3 MI W FROM BODFISH.
 FU0518'2.3 MILES WEST ALONG STATE HIGHWAY 178 FROM THE POST OFFICE AT
 FU0518'BODFISH, KERN COUNTY, 11 YARDS SOUTH OF THE GATE TO THE EDISON
 FU0518'COMPANY STATION AT BOREL, 12 FEET NORTHWEST OF THE NORTHWEST
 FU0518'CORNER OF A TOOLHOUSE, 32 FEET WEST OF THE CENTERLINE OF THE
 FU0518'HIGHWAY, ON THE WEST SLOPE OF THE ROAD GRADE, 4 FEET WEST OF A
 FU0518'FENCE, AND IN THE TOP OF A GRANITE OUTCROP.  A UNITED STATES
 FU0518'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 20 2560 1934.
 FU0518
 FU0518                          STATION RECOVERY (1952)
 FU0518
 FU0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FU0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0959 ***********************************************************************
 EW0959  DESIGNATION -  2561 USGS
 EW0959  PID         -  EW0959
 EW0959  STATE/COUNTY-  CA/KERN
 EW0959  USGS QUAD   -  SOLEDAD MTN (1973)
 EW0959
 EW0959                         *CURRENT SURVEY CONTROL
 EW0959  ___________________________________________________________________
 EW0959* NAD 83(1986)-  34 57 51.     (N)    118 08 54.     (W)     SCALED    
 EW0959* NAVD 88     -       782.026  (meters)    2565.70   (feet)  ADJUSTED  
 EW0959  ___________________________________________________________________
 EW0959  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EW0959  DYNAMIC HT  -         781.130 (meters)    2562.76  (feet)  COMP
 EW0959  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 EW0959  OBS GRAVITY -     979,464.6   (mgal)                       GRAV_OBS
 EW0959
 EW0959  VERT ORDER  -  FIRST     CLASS II
 EW0959
 EW0959.The horizontal coordinates were scaled from a topographic map and have
 EW0959.an estimated accuracy of +/- 6 seconds.
 EW0959
 EW0959.The orthometric height was determined by differential leveling
 EW0959.and adjusted in June 1991.
 EW0959
 EW0959.The geoid height was determined by GEOID03.
 EW0959
 EW0959.The dynamic height is computed by dividing the NAVD 88
 EW0959.geopotential number by the normal gravity value computed on the
 EW0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0959.degrees latitude (g = 980.6199 gals.).
 EW0959
 EW0959.The modeled gravity was interpolated from observed gravity values.
 EW0959.The observed gravity was obtained from relative gravimeter ties
 EW0959.to the IGSN71 gravity network.
 EW0959
 EW0959;                    North         East    Units  Estimated Accuracy
 EW0959;SPC CA 5     -   662,420.    1,986,450.      MT  (+/- 180 meters Scaled)
 EW0959
 EW0959                          SUPERSEDED SURVEY CONTROL
 EW0959
 EW0959  NGVD 29 (??/??/92)  781.174  (m)         2562.90   (f) ADJ UNCH    1 2
 EW0959
 EW0959.Superseded values are not recommended for survey control.
 EW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0959.See file dsdata.txt to determine how the superseded data were derived.
 EW0959
 EW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU951696(NAD 83)
 EW0959_MARKER: P = PIPE CAP
 EW0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0959_STAMPING: 2561 B 1902 28
 EW0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0959
 EW0959  HISTORY     - Date     Condition        Report By
 EW0959  HISTORY     - 1902     MONUMENTED       USGS
 EW0959  HISTORY     - 1973     GOOD             NGS
 EW0959  HISTORY     - 1977     GOOD             NGS
 EW0959
 EW0959                          STATION DESCRIPTION
 EW0959
 EW0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EW0959'6.2 MI S FROM MOJAVE.
 EW0959'6.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0959'FROM THE STATION AT MOJAVE, 7.3 MILES NORTH OF ROSAMOND, 5 1/2
 EW0959'FEET WEST OF THE 4TH TELEPHONE POLE NORTH OF MILEPOLE 387, 86.1
 EW0959'FEET EAST OF THE CENTER LINE OF SIERRA HIGHWAY, 2.3 FEET EAST
 EW0959'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, ABOUT
 EW0959'LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A 3-INCH
 EW0959'PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.  SEC 15, T10N, R12W.
 EW0959
 EW0959                          STATION RECOVERY (1977)
 EW0959
 EW0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4213 ***********************************************************************
 GU4213  DESIGNATION -  257.94=307
 GU4213  PID         -  GU4213
 GU4213  STATE/COUNTY-  CA/SANTA CRUZ
 GU4213  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4213
 GU4213                         *CURRENT SURVEY CONTROL
 GU4213  ___________________________________________________________________
 GU4213* NAD 83(1986)-  36 57 54.     (N)    121 47 36.     (W)     SCALED    
 GU4213* NAVD 88     -        79.611  (meters)     261.19   (feet)  ADJUSTED  
 GU4213  ___________________________________________________________________
 GU4213  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 GU4213  DYNAMIC HT  -          79.550 (meters)     260.99  (feet)  COMP
 GU4213  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 GU4213
 GU4213  VERT ORDER  -  FIRST     CLASS II
 GU4213
 GU4213.The horizontal coordinates were scaled from a topographic map and have
 GU4213.an estimated accuracy of +/- 6 seconds.
 GU4213
 GU4213.The orthometric height was determined by differential leveling
 GU4213.and adjusted in February 1993.
 GU4213
 GU4213.The geoid height was determined by GEOID03.
 GU4213
 GU4213.The dynamic height is computed by dividing the NAVD 88
 GU4213.geopotential number by the normal gravity value computed on the
 GU4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4213.degrees latitude (g = 980.6199 gals.).
 GU4213
 GU4213.The modeled gravity was interpolated from observed gravity values.
 GU4213
 GU4213;                    North         East    Units  Estimated Accuracy
 GU4213;SPC CA 3     -   552,400.    1,884,830.      MT  (+/- 180 meters Scaled)
 GU4213
 GU4213                          SUPERSEDED SURVEY CONTROL
 GU4213
 GU4213  NGVD 29 (10/21/93)   78.778  (m)          258.46   (f) ADJUSTED    1 2
 GU4213
 GU4213.Superseded values are not recommended for survey control.
 GU4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4213.See file dsdata.txt to determine how the superseded data were derived.
 GU4213
 GU4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF074916(NAD 83)
 GU4213_MARKER: DD = SURVEY DISK
 GU4213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU4213_SP_SET: CURB
 GU4213_STAMPING: A.B.4 257.94
 GU4213_MARK LOGO: CA-087
 GU4213_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4213+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 GU4213
 GU4213  HISTORY     - Date     Condition        Report By
 GU4213  HISTORY     - UNK      MONUMENTED       CA-087
 GU4213  HISTORY     - 19900416 GOOD             NGS
 GU4213
 GU4213                          STATION DESCRIPTION
 GU4213
 GU4213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4213'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4213'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 GU4213'ALONG HOLOHAN ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN
 GU4213'VALLEY ROAD, THENCE 3.3 KM (2.1 MI) NORTHWESTERLY ALONG AMESTI ROAD,
 GU4213'9.4 M (30.8 FT) WEST OF THE CENTERLINE OF AMESTI ROAD, 8.1 M
 GU4213'(26.6 FT) SOUTH OF THE CENTERLINE OF WEST PHILLIPS ROAD, AND LEVEL
 GU4213'WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0955 ***********************************************************************
 DC0955  DESIGNATION -  258.9 USGS
 DC0955  PID         -  DC0955
 DC0955  STATE/COUNTY-  CA/SAN DIEGO
 DC0955  USGS QUAD   -  LA MESA (1980)
 DC0955
 DC0955                         *CURRENT SURVEY CONTROL
 DC0955  ___________________________________________________________________
 DC0955* NAD 83(1986)-  32 49 55.     (N)    117 03 00.     (W)     SCALED    
 DC0955* NAVD 88     -        79.53   (+/-2cm)     260.9    (feet)  VERTCON   
 DC0955  ___________________________________________________________________
 DC0955  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DC0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0955
 DC0955.The horizontal coordinates were scaled from a topographic map and have
 DC0955.an estimated accuracy of +/- 6 seconds.
 DC0955
 DC0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0955.The vertical order pertains to the NGVD 29 superseded value.
 DC0955
 DC0955.The geoid height was determined by GEOID03.
 DC0955
 DC0955;                    North         East    Units  Estimated Accuracy
 DC0955;SPC CA 6     -   574,070.    1,925,100.      MT  (+/- 180 meters Scaled)
 DC0955
 DC0955                          SUPERSEDED SURVEY CONTROL
 DC0955
 DC0955  NGVD 29 (??/??/??)   78.893  (m)          258.83   (f) ADJUSTED    2 0
 DC0955
 DC0955.Superseded values are not recommended for survey control.
 DC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0955.See file dsdata.txt to determine how the superseded data were derived.
 DC0955
 DC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS953326(NAD 83)
 DC0955_MARKER: Q = CHISELED SQUARE
 DC0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0955_SP_SET: CULVERT
 DC0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0955
 DC0955  HISTORY     - Date     Condition        Report By
 DC0955  HISTORY     - UNK      MONUMENTED       USGS
 DC0955  HISTORY     - 1955     GOOD             NGS
 DC0955
 DC0955                          STATION DESCRIPTION
 DC0955
 DC0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0955'4.4 MI NE FROM GRANTVILLE.
 DC0955'4.4 MILES NORTHEAST ALONG MISSION GORGE ROAD (MISSION AVENUE)
 DC0955'FROM MAINTENANCE STATION 1 OF SAN DIEGO COUNTY DEPARTMENT OF
 DC0955'ROADS, DIVISION 2 AT GRANTVILLE, 5.4 MILES SOUTHWEST OF SANTEE,
 DC0955'250 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A TRACK
 DC0955'ROAD LEADING INTO A SMALL CAMP GROUND, AT A 2-INCH IRON PIPE WITH
 DC0955'MARKER B.O. 28, AT AN 18-INCH CORRUGATED METAL PIPE CULVERT, IN
 DC0955'THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE AND ROCK HEAD
 DC0955'WALL, 12.5 FEET SOUTHEAST OF THE CENTER LINE OF MISSION GORGE
 DC0955'ROAD, AND ABOUT 1 FOOT HIGHER THAN MISSION GORGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2596 ***********************************************************************
 EV2596  DESIGNATION -  2585.87
 EV2596  PID         -  EV2596
 EV2596  STATE/COUNTY-  CA/LOS ANGELES
 EV2596  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2596
 EV2596                         *CURRENT SURVEY CONTROL
 EV2596  ___________________________________________________________________
 EV2596* NAD 83(1986)-  34 16 30.     (N)    117 50 48.     (W)     SCALED    
 EV2596* NAVD 88     -       788.988  (meters)    2588.54   (feet)  READJUSTED
 EV2596  ___________________________________________________________________
 EV2596  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2596  DYNAMIC HT  -         788.050 (meters)    2585.46  (feet)  COMP
 EV2596  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 EV2596
 EV2596  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2596
 EV2596.The horizontal coordinates were scaled from a topographic map and have
 EV2596.an estimated accuracy of +/- 6 seconds.
 EV2596
 EV2596.The orthometric height was determined by differential leveling
 EV2596.and adjusted in February 1993.
 EV2596.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2596.distribution rate of 0.0 thru 1.0 mm/km.
 EV2596.The height was derived from older observations constrained to new
 EV2596.heights in a crustal motion area.  The height is approximate in
 EV2596.relation to other heights in its vicinity.
 EV2596
 EV2596.The geoid height was determined by GEOID03.
 EV2596
 EV2596.The dynamic height is computed by dividing the NAVD 88
 EV2596.geopotential number by the normal gravity value computed on the
 EV2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2596.degrees latitude (g = 980.6199 gals.).
 EV2596
 EV2596.The modeled gravity was interpolated from observed gravity values.
 EV2596
 EV2596;                    North         East    Units  Estimated Accuracy
 EV2596;SPC CA 5     -   585,980.    2,014,120.      MT  (+/- 180 meters Scaled)
 EV2596
 EV2596                          SUPERSEDED SURVEY CONTROL
 EV2596
 EV2596  NGVD 29 (??/??/92)  788.135  (m)         2585.74   (f) ADJ UNCH    1 1
 EV2596
 EV2596.Superseded values are not recommended for survey control.
 EV2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2596.See file dsdata.txt to determine how the superseded data were derived.
 EV2596
 EV2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT220929(NAD 83)
 EV2596_MARKER: DD = SURVEY DISK
 EV2596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2596_SP_SET: CULVERT
 EV2596_STAMPING: 2585.87 1968
 EV2596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2596
 EV2596  HISTORY     - Date     Condition        Report By
 EV2596  HISTORY     - 1968     MONUMENTED       BPR
 EV2596  HISTORY     - 1971     GOOD             NGS
 EV2596  HISTORY     - 1977     GOOD             NGS
 EV2596
 EV2596                          STATION DESCRIPTION
 EV2596
 EV2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2596'15.4 MI N FROM AZUSA.
 EV2596'15.45 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,
 EV2596'TOPEKA AND SANTA FE RAILWAY STATION AT AZUSA, IN THE TOP AND
 EV2596'0.8 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL
 EV2596'OF A 9-FOOT PIPE CULVERT, 20 FEET WEST OF THE CENTER LINE OF
 EV2596'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 EV2596
 EV2596                          STATION RECOVERY (1977)
 EV2596
 EV2596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0445 ***********************************************************************
 DY0445  DESIGNATION -  259
 DY0445  PID         -  DY0445
 DY0445  STATE/COUNTY-  CA/LOS ANGELES
 DY0445  USGS QUAD   -  SOUTH GATE (1981)
 DY0445
 DY0445                         *CURRENT SURVEY CONTROL
 DY0445  ___________________________________________________________________
 DY0445* NAD 83(1986)-  33 54 45.     (N)    118 13 22.     (W)     SCALED    
 DY0445* NAVD 88     -        23.62   (+/-2cm)      77.5    (feet)  VERTCON   
 DY0445  ___________________________________________________________________
 DY0445  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0445  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0445
 DY0445.The horizontal coordinates were scaled from a topographic map and have
 DY0445.an estimated accuracy of +/- 6 seconds.
 DY0445
 DY0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0445.The vertical order pertains to the NGVD 29 superseded value.
 DY0445
 DY0445.The geoid height was determined by GEOID03.
 DY0445
 DY0445;                    North         East    Units  Estimated Accuracy
 DY0445;SPC CA 5     -   545,780.    1,979,400.      MT  (+/- 180 meters Scaled)
 DY0445
 DY0445                          SUPERSEDED SURVEY CONTROL
 DY0445
 DY0445  NGVD 29 (??/??/92)   22.882  (m)           75.07   (f) ADJ UNCH    1 2
 DY0445
 DY0445.Superseded values are not recommended for survey control.
 DY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0445.See file dsdata.txt to determine how the superseded data were derived.
 DY0445
 DY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869531(NAD 83)
 DY0445_MARKER: B = BOLT
 DY0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0445_SP_SET: CULVERT
 DY0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0445
 DY0445  HISTORY     - Date     Condition        Report By
 DY0445  HISTORY     - UNK      MONUMENTED       RBNF
 DY0445  HISTORY     - 1955     GOOD             NGS
 DY0445  HISTORY     - 1961     GOOD             NGS
 DY0445
 DY0445                          STATION DESCRIPTION
 DY0445
 DY0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0445'AT COMPTON.
 DY0445'AT COMPTON, 1.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY
 DY0445'RAILROAD FROM THE CALIFORNIA DEPARTMENT OF MOTOR VEHICLES
 DY0445'BUILDING, AT TWIN 2- BY 12-FOOT CONCRETE BOX CULVERT 492.62,
 DY0445'LEADED IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 DY0445'WALL, 60 FEET SOUTH OF THE PROLONGATION OF THE CENTER LINE OF
 DY0445'EUCLID AVENUE, 5.7 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT
 DY0445'LOWER THAN THE TRACK.  NOTE-- THE NUMBERS 259 ARE INSCRIBED IN
 DY0445'THE CONCRETE JUST SOUTH OF THE BOLT.
 DY0445
 DY0445                          STATION RECOVERY (1961)
 DY0445
 DY0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1032 ***********************************************************************
 HS1032  DESIGNATION -  259 B USGS
 HS1032  PID         -  HS1032
 HS1032  STATE/COUNTY-  CA/MERCED
 HS1032  USGS QUAD   -  SNELLING (1962)
 HS1032
 HS1032                         *CURRENT SURVEY CONTROL
 HS1032  ___________________________________________________________________
 HS1032* NAD 83(1986)-  37 31 08.     (N)    120 26 16.     (W)     SCALED    
 HS1032* NAVD 88     -        79.72   (+/-2cm)     261.5    (feet)  VERTCON   
 HS1032  ___________________________________________________________________
 HS1032  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HS1032  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1032
 HS1032.The horizontal coordinates were scaled from a topographic map and have
 HS1032.an estimated accuracy of +/- 6 seconds.
 HS1032
 HS1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1032.The vertical order pertains to the NGVD 29 superseded value.
 HS1032
 HS1032.The geoid height was determined by GEOID03.
 HS1032
 HS1032;                    North         East    Units  Estimated Accuracy
 HS1032;SPC CA 3     -   613,080.    2,005,500.      MT  (+/- 180 meters Scaled)
 HS1032
 HS1032                          SUPERSEDED SURVEY CONTROL
 HS1032
 HS1032  NGVD 29 (??/??/92)   79.008  (m)          259.21   (f) ADJ UNCH    1 2
 HS1032
 HS1032.Superseded values are not recommended for survey control.
 HS1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1032.See file dsdata.txt to determine how the superseded data were derived.
 HS1032
 HS1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG264555(NAD 83)
 HS1032_MARKER: DD = SURVEY DISK
 HS1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1032_STAMPING: 259 B 1905 S
 HS1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1032+STABILITY: SURFACE MOTION
 HS1032
 HS1032  HISTORY     - Date     Condition        Report By
 HS1032  HISTORY     - 1905     MONUMENTED       USGS
 HS1032  HISTORY     - 1958     GOOD             NGS
 HS1032  HISTORY     - 20040618 POOR             NGS
 HS1032
 HS1032                          STATION DESCRIPTION
 HS1032
 HS1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1032'AT SNELLING.
 HS1032'AT SNELLING, IN R14E T5S S9, AT THE SOUTHWEST CORNER OF THE
 HS1032'INTERSECTION OF LEWIS AND THIRD STREETS, 46 FEET SOUTH OF THE
 HS1032'CENTER LINE OF LEWIS STREET, 26 FEET WEST OF THE CENTER LINE OF
 HS1032'THIRD STREET, 70 FEET SOUTH-SOUTHEAST AND ACROSS LEWIS STREET
 HS1032'FROM THE SOUTHEAST CORNER OF THE SNELLING POST OFFICE BUILDING,
 HS1032'8 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 1.0 FOOT EAST OF A
 HS1032'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HS1032'0.6 FOOT ABOVE THE GROUND.
 HS1032
 HS1032                          STATION RECOVERY (2004)
 HS1032
 HS1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DB)
 HS1032'THIS REPORT WAS SUBMITTED BY LANDON BLAKE.  FOUND 4 INCH BRASS DISK
 HS1032'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE POST.  0.35 FT ABOVE THE
 HS1032'GROUND.  APPROXIMATELY 10 FT S OF A WOODEN POWER POLE.  APPROXIMATELY
 HS1032'13 FT W OF THE W EDGE OF PAVEMENT OF 3RD ST SE OF THE POST OFFICE IN
 HS1032'SNELLING, ON THE SW CORNER OF THE INTERSECTION OF 3RD ST AND HWY NO
 HS1032'59.  DISK WAS DEFACED, THOUGH PORTIONS ARE STILL READABLE.
 HS1032'A MAJOR SCRAPE IS VISIBLE ON THE WEST SIDE OF THE DISK.  THE CONCRETE
 HS1032'POST IS ALSO TILTED AND APPEARS TO HAVE BEEN IMPACTED ON ITS WEST
 HS1032'SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1409 ***********************************************************************
 EW1409  DESIGNATION -  259.492 C OF LA
 EW1409  PID         -  EW1409
 EW1409  STATE/COUNTY-  CA/LOS ANGELES
 EW1409  USGS QUAD   -  HOLLYWOOD (1994)
 EW1409
 EW1409                         *CURRENT SURVEY CONTROL
 EW1409  ___________________________________________________________________
 EW1409* NAD 83(1986)-  34 03 44.     (N)    118 17 13.     (W)     SCALED    
 EW1409* NAVD 88     -        79.85   (+/-2cm)     262.0    (feet)  VERTCON   
 EW1409  ___________________________________________________________________
 EW1409  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW1409  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1409
 EW1409.The horizontal coordinates were scaled from a topographic map and have
 EW1409.an estimated accuracy of +/- 6 seconds.
 EW1409
 EW1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1409.The vertical order pertains to the NGVD 29 superseded value.
 EW1409
 EW1409.The geoid height was determined by GEOID03.
 EW1409
 EW1409;                    North         East    Units  Estimated Accuracy
 EW1409;SPC CA 5     -   562,400.    1,973,510.      MT  (+/- 180 meters Scaled)
 EW1409
 EW1409                          SUPERSEDED SURVEY CONTROL
 EW1409
 EW1409  NGVD 29 (??/??/92)   79.07   (m)          259.4    (f) COMPUTED    1 2
 EW1409
 EW1409.Superseded values are not recommended for survey control.
 EW1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1409.See file dsdata.txt to determine how the superseded data were derived.
 EW1409
 EW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812698(NAD 83)
 EW1409_MARKER: S = SPIKE
 EW1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1409_SP_SET: CATCH BASIN
 EW1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1409
 EW1409  HISTORY     - Date     Condition        Report By
 EW1409  HISTORY     - UNK      MONUMENTED       CA1980
 EW1409  HISTORY     - 1945     GOOD             NGS
 EW1409  HISTORY     - 1964     GOOD             NGS
 EW1409
 EW1409                          STATION DESCRIPTION
 EW1409
 EW1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1409'AT LOS ANGELES.
 EW1409'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1409'AND VIRGIL AVENUE.  IN THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1409'AND 65.7 FEET WEST OF THE WEST CURB OF VIRGIL AVENUE.  SPIKE
 EW1409'PROJECTS 1/4 INCH ABOVE CURB, AND IS IN THE WEST END OF A
 EW1409'CATCH BASIN.  A CUT SPIKE.
 EW1409
 EW1409                          STATION RECOVERY (1964)
 EW1409
 EW1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1396 ***********************************************************************
 FV1396  DESIGNATION -  2592
 FV1396  PID         -  FV1396
 FV1396  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1396  USGS QUAD   -  CAMATTA CANYON (1993)
 FV1396
 FV1396                         *CURRENT SURVEY CONTROL
 FV1396  ___________________________________________________________________
 FV1396* NAD 83(1992)-  35 36 17.70694(N)    120 15 38.21165(W)     ADJUSTED  
 FV1396* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 FV1396  ___________________________________________________________________
 FV1396  EPOCH DATE  -        1991.35
 FV1396  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 FV1396  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 FV1396  HORZ ORDER  -  SECOND
 FV1396
 FV1396.The horizontal coordinates were established by classical geodetic methods
 FV1396.and adjusted by the National Geodetic Survey in June 1996.
 FV1396.The horizontal coordinates are valid at the epoch date displayed above.
 FV1396.The epoch date for horizontal control is a decimal equivalence
 FV1396.of Year/Month/Day.
 FV1396
 FV1396.The orthometric height was scaled from a topographic map.
 FV1396
 FV1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 FV1396
 FV1396.The geoid height was determined by GEOID03.
 FV1396
 FV1396;                    North         East     Units Scale Factor Converg.
 FV1396;SPC CA 5     -   735,803.390 1,795,173.384   MT  1.00003306   -1 17 18.9
 FV1396;SPC CA 5     - 2,414,048.29  5,889,664.68   sFT  1.00003306   -1 17 18.9
 FV1396;UTM  10      - 3,943,584.821   748,150.602   MT  1.00035890   +1 35 44.4
 FV1396
 FV1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FV1396!SPC CA 5     -   0.99988117  x   1.00003306  =   0.99991422
 FV1396!UTM  10      -   0.99988117  x   1.00035890  =   1.00024002
 FV1396
 FV1396                          SUPERSEDED SURVEY CONTROL
 FV1396
 FV1396  NAD 83(1992)-  35 36 17.70689(N)    120 15 38.21288(W) AD(1991.35) 2
 FV1396  NAD 83(1986)-  35 36 17.70424(N)    120 15 38.20598(W) AD(1984.00) 2
 FV1396  NAD 27      -  35 36 17.81300(N)    120 15 34.66600(W) AD(       ) 2
 FV1396
 FV1396.Superseded values are not recommended for survey control.
 FV1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1396.See file dsdata.txt to determine how the superseded data were derived.
 FV1396
 FV1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE4815143585(NAD 83)
 FV1396
 FV1396  HISTORY     - Date     Condition        Report By
 FV1396  HISTORY     - 1932     MONUMENTED       CGS
 FV1396  HISTORY     - 1962     SEE DESCRIPTION  CGS
 FV1396
 FV1396                          STATION DESCRIPTION
 FV1396
 FV1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ)
 FV1396'ON HIGHEST PART OF THE RED HILLS WHICH LIE BETWEEN PALO PRIETO
 FV1396'PASS AND SAN JUNA RIVER VALLEY.  MARKED BY A 3-INCH IRON PIPE
 FV1396'PROJECTING ONE FOOT, ELEVATION 2,592 FEET.
 FV1396'
 FV1396'STATION RED HILL IS 4.522 METERS (14.84 FEET) FROM STATION IN
 FV1396'AZIMUTH 220 DEG 56 MIN.
 FV1396
 FV1396                          STATION RECOVERY (1962)
 FV1396
 FV1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 FV1396'RECOVERED AS DESCRIBED IN 1932.
 FV1396'
 FV1396'1962 DISTANCE TO TRIANGULATION STATION RED HILL 1932 IS 14.84
 FV1396'FEET OR 4.524 METERS NORTHEAST.
 FV1396'
 FV1396'THE OBSERVED DIRECTION AGREES WITH THE 1932 AND 1951 LIST
 FV1396'OF DIRECTIONS, HOWEVER A DIFFERENCE IN AZIMUTH OF 73 DEGREES
 FV1396'20 MINUTES WAS NOTED TO STATION RED HILL 1932 AS PUBLISHED
 FV1396'IN SPECIAL PUBLICATION NO. 202.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5518 ***********************************************************************
 DX5518  DESIGNATION -  2597 R
 DX5518  PID         -  DX5518
 DX5518  STATE/COUNTY-  CA/SAN DIEGO
 DX5518  USGS QUAD   -  TEMECULA (1975)
 DX5518
 DX5518                         *CURRENT SURVEY CONTROL
 DX5518  ___________________________________________________________________
 DX5518* NAD 83(1986)-  33 24 51.     (N)    117 09 30.     (W)     SCALED    
 DX5518* NAVD 88     -       318.627  (meters)    1045.36   (feet)  ADJUSTED  
 DX5518  ___________________________________________________________________
 DX5518  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DX5518  DYNAMIC HT  -         318.276 (meters)    1044.21  (feet)  COMP
 DX5518  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DX5518
 DX5518  VERT ORDER  -  FIRST     CLASS II
 DX5518
 DX5518.The horizontal coordinates were scaled from a topographic map and have
 DX5518.an estimated accuracy of +/- 6 seconds.
 DX5518
 DX5518.The orthometric height was determined by differential leveling
 DX5518.and adjusted in January 1993.
 DX5518
 DX5518.The geoid height was determined by GEOID03.
 DX5518
 DX5518.The dynamic height is computed by dividing the NAVD 88
 DX5518.geopotential number by the normal gravity value computed on the
 DX5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5518.degrees latitude (g = 980.6199 gals.).
 DX5518
 DX5518.The modeled gravity was interpolated from observed gravity values.
 DX5518
 DX5518;                    North         East    Units  Estimated Accuracy
 DX5518;SPC CA 6     -   638,720.    1,915,520.      MT  (+/- 180 meters Scaled)
 DX5518
 DX5518                          SUPERSEDED SURVEY CONTROL
 DX5518
 DX5518.No superseded survey control is available for this station.
 DX5518
 DX5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS852972(NAD 83)
 DX5518_MARKER: DD = SURVEY DISK
 DX5518_SETTING: 66 = SET IN ROCK OUTCROP
 DX5518_SP_SET: ROCK OUTCROP
 DX5518_STAMPING: BM 2597 R 1981
 DX5518_MARK LOGO: CADH  
 DX5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX5518+STABILITY: POSITION/ELEVATION WELL
 DX5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5518+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 DX5518
 DX5518  HISTORY     - Date     Condition        Report By
 DX5518  HISTORY     - 1981     MONUMENTED       CADH
 DX5518  HISTORY     - 19920911 GOOD             MWDSC
 DX5518
 DX5518                          STATION DESCRIPTION
 DX5518
 DX5518'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5518'RAINBOW, 1.3 MILES (2.1 KM) SOUTHWEST ALONG OLD HWY 395 FROM THE
 DX5518'INTERSECTION WITH RAINBOW VALLEY BL., AT THE INTESECTION OF OLD HWY
 DX5518'395 AND FIFTH ST. 129 FEET (39.3 M) NORTHEAST OF THE CENTERLINE OF
 DX5518'FIFTH ST. AND 64 FEET (19.5 M) SOUTHEAST OF THE CENTERLINE OF OLD
 DX5518'HWY 395, 0.6 FOOT (18.3 CM) WEST OF A 3 FOOT (0.9 M) HIGH HOG WIRE
 DX5518'FENCE.  A 2 INCH CADH BRASS DISK SET FLUSH IN TOP OF A 10 FOOT (3.0
 DX5518'M) BY 25 FOOT (7.6 M) ROCK OUTCROP, 1 FOOT (0.3 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5274 ***********************************************************************
 EW5274  DESIGNATION -  26
 EW5274  PID         -  EW5274
 EW5274  STATE/COUNTY-  CA/VENTURA
 EW5274  USGS QUAD   -  SATICOY (1967)
 EW5274
 EW5274                         *CURRENT SURVEY CONTROL
 EW5274  ___________________________________________________________________
 EW5274* NAD 83(1986)-  34 15 26.     (N)    119 11 06.     (W)     SCALED    
 EW5274* NAVD 88     -        44.777  (meters)     146.91   (feet)  READJUSTED
 EW5274  ___________________________________________________________________
 EW5274  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 EW5274  DYNAMIC HT  -          44.730 (meters)     146.75  (feet)  COMP
 EW5274  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 EW5274
 EW5274  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5274
 EW5274.The horizontal coordinates were scaled from a topographic map and have
 EW5274.an estimated accuracy of +/- 6 seconds.
 EW5274
 EW5274.The orthometric height was determined by differential leveling
 EW5274.and adjusted in February 1993.
 EW5274.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5274.distribution rate of 0.0 thru 1.0 mm/km.
 EW5274.The height was derived from older observations constrained to new
 EW5274.heights in a crustal motion area.  The height is approximate in
 EW5274.relation to other heights in its vicinity.
 EW5274
 EW5274.The geoid height was determined by GEOID03.
 EW5274
 EW5274.The dynamic height is computed by dividing the NAVD 88
 EW5274.geopotential number by the normal gravity value computed on the
 EW5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5274.degrees latitude (g = 980.6199 gals.).
 EW5274
 EW5274.The modeled gravity was interpolated from observed gravity values.
 EW5274
 EW5274;                    North         East    Units  Estimated Accuracy
 EW5274;SPC CA 5     -   584,640.    1,890,860.      MT  (+/- 180 meters Scaled)
 EW5274
 EW5274                          SUPERSEDED SURVEY CONTROL
 EW5274
 EW5274  NGVD 29 (??/??/92)   44.028  (m)          144.45   (f) ADJ UNCH    1 1
 EW5274
 EW5274.Superseded values are not recommended for survey control.
 EW5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5274.See file dsdata.txt to determine how the superseded data were derived.
 EW5274
 EW5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT988928(NAD 83)
 EW5274_MARKER: DD = SURVEY DISK
 EW5274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5274_SP_SET: CULVERT
 EW5274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5274
 EW5274  HISTORY     - Date     Condition        Report By
 EW5274  HISTORY     - UNK      MONUMENTED       CA4027
 EW5274  HISTORY     - 1971     GOOD             NGS
 EW5274  HISTORY     - 1977     GOOD             NGS
 EW5274  HISTORY     - 19890419 MARK NOT FOUND   NGS
 EW5274  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW5274
 EW5274                          STATION DESCRIPTION
 EW5274
 EW5274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5274'1.4 MI E FROM MONTALVO.
 EW5274'1.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW5274'THE OVERPASS OF U.S. HIGHWAY 101 AT MONTALVO, AT THE CROSSING
 EW5274'OF BRISTOL ROAD, IN THE TOP AND 2.6 FEET SOUTH OF THE NORTH
 EW5274'END OF THE SOUTH WING WALL OF THE SOUTHEAST HEAD WALL OF A
 EW5274'24-INCH PIPE CULVERT UNDER THE ROAD AND TRACK, 12.8 FEET
 EW5274'SOUTHEAST OF THE SOUTHEAST RAIL, 22 FEET SOUTH OF THE CENTER
 EW5274'LINE OF THE ROAD AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 EW5274
 EW5274                          STATION RECOVERY (1977)
 EW5274
 EW5274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5274'RECOVERED IN GOOD CONDITION.
 EW5274
 EW5274                          STATION RECOVERY (1989)
 EW5274
 EW5274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5274'NOT RECOVERED.
 EW5274
 EW5274                          STATION RECOVERY (1996)
 EW5274
 EW5274'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0810 ***********************************************************************
 HR0810  DESIGNATION -  26
 HR0810  PID         -  HR0810
 HR0810  STATE/COUNTY-  CA/TUOLUMNE
 HR0810  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0810
 HR0810                         *CURRENT SURVEY CONTROL
 HR0810  ___________________________________________________________________
 HR0810* NAD 83(1986)-  37 56 49.     (N)    119 47 11.     (W)     SCALED    
 HR0810* NAVD 88     -      1165.66   (+/-2cm)    3824.3    (feet)  VERTCON   
 HR0810  ___________________________________________________________________
 HR0810  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HR0810  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0810
 HR0810.The horizontal coordinates were scaled from a topographic map and have
 HR0810.an estimated accuracy of +/- 6 seconds.
 HR0810
 HR0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0810.The vertical order pertains to the NGVD 29 superseded value.
 HR0810
 HR0810.The geoid height was determined by GEOID03.
 HR0810
 HR0810;                    North         East    Units  Estimated Accuracy
 HR0810;SPC CA 3     -   660,820.    2,062,720.      MT  (+/- 180 meters Scaled)
 HR0810
 HR0810                          SUPERSEDED SURVEY CONTROL
 HR0810
 HR0810  NGVD 29 (??/??/92) 1164.604  (m)         3820.87   (f) ADJ UNCH    1 2
 HR0810
 HR0810.Superseded values are not recommended for survey control.
 HR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0810.See file dsdata.txt to determine how the superseded data were derived.
 HR0810
 HR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC551035(NAD 83)
 HR0810_MARKER: Z = SEE DESCRIPTION
 HR0810_SETTING: 0 = UNSPECIFIED SETTING
 HR0810_STAMPING: 26
 HR0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0810+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2008
 HR0810
 HR0810  HISTORY     - Date     Condition        Report By
 HR0810  HISTORY     - UNK      MONUMENTED       HHWS
 HR0810  HISTORY     - 1956     GOOD             NGS
 HR0810  HISTORY     - 20080718 GOOD             GEOCAC
 HR0810
 HR0810                          STATION DESCRIPTION
 HR0810
 HR0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0810'AT O SHAUGHNESSY DAM.
 HR0810'AT O SHAUGHNESSY DAM, 1.6 FEET NORTH OF THE SOUTH END, 2.5 FEET
 HR0810'SOUTH OF AN EXPANSION JOINT, 2 FEET EAST OF THE CENTER LINE
 HR0810'OF A ROAD ACROSS A SLUICEWAY, AND LEVEL WITH THE ROAD.
 HR0810
 HR0810                          STATION RECOVERY (2008)
 HR0810
 HR0810'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 HR0810'THE '26' STAMPING IS BARELY READABLE, BUT HE DISK REMAINS SOLID.  ADD
 HR0810'- ABOUT 10 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE NORTHEAST
 HR0810'GATE OF A PAIR OF GRAY COLORED SEMI-DECORATIVE VEHICLE ACCESS CONTROL
 HR0810'GATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1044 ***********************************************************************
 EW1044  DESIGNATION -  26 1 A LA CO
 EW1044  PID         -  EW1044
 EW1044  STATE/COUNTY-  CA/LOS ANGELES
 EW1044  USGS QUAD   -  EL MONTE (1994)
 EW1044
 EW1044                         *CURRENT SURVEY CONTROL
 EW1044  ___________________________________________________________________
 EW1044* NAD 83(1986)-  34 07 15.     (N)    118 07 19.     (W)     SCALED    
 EW1044* NAVD 88     -       177.05   (+/-2cm)     580.9    (feet)  VERTCON   
 EW1044  ___________________________________________________________________
 EW1044  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW1044  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1044
 EW1044.The horizontal coordinates were scaled from a topographic map and have
 EW1044.an estimated accuracy of +/- 6 seconds.
 EW1044
 EW1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1044.The vertical order pertains to the NGVD 29 superseded value.
 EW1044
 EW1044.The geoid height was determined by GEOID03.
 EW1044
 EW1044;                    North         East    Units  Estimated Accuracy
 EW1044;SPC CA 5     -   568,870.    1,988,750.      MT  (+/- 180 meters Scaled)
 EW1044
 EW1044                          SUPERSEDED SURVEY CONTROL
 EW1044
 EW1044  NGVD 29 (??/??/92)  176.288  (m)          578.37   (f) ADJ UNCH    1 1
 EW1044
 EW1044.Superseded values are not recommended for survey control.
 EW1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1044.See file dsdata.txt to determine how the superseded data were derived.
 EW1044
 EW1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT965761(NAD 83)
 EW1044_MARKER: DD = SURVEY DISK
 EW1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1044_SP_SET: CONCRETE PAD
 EW1044_STAMPING: BM 26-1A 1971 RE 5869
 EW1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1044
 EW1044  HISTORY     - Date     Condition        Report By
 EW1044  HISTORY     - 1971     MONUMENTED       CA-037
 EW1044
 EW1044                          STATION DESCRIPTION
 EW1044
 EW1044'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1044'0.9 MI W FROM SAN MARINO.
 EW1044'0.9 MI W OF THE CITY HALL AT SAN MARINO, VIRGINIA RD AT
 EW1044'SHENENDOAH, SOUTH SIDE OF VA., 24 FT S OF THE CENTERLINE OF VA
 EW1044'RD, 12 FT E OF THE CENTERLINE OF SHENENDOAH PRODUCED SOUTHERLY,
 EW1044'4 FT E OF PP27197E, 615 FT S OF THE S CURB OF VA RD, 1.2 FT S
 EW1044'OF A 6-INCH CONCRETE CURB ALONG THE APPROXIMATE BOUNDARY OF LACY
 EW1044'PARK, DOWN 7 INCHES BELOW THE GROUND (15 INCHES BELOW TOP OF
 EW1044'CONCRETE CURB) AND PROTECTED BY A CAST IRON COVER, FLUSH WITH
 EW1044'GROUND AND IN A 15 INCH BY 15 INCH CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1875 ***********************************************************************
 EW1875  DESIGNATION -  26 1 B LA CO
 EW1875  PID         -  EW1875
 EW1875  STATE/COUNTY-  CA/LOS ANGELES
 EW1875  USGS QUAD   -  PASADENA (1994)
 EW1875
 EW1875                         *CURRENT SURVEY CONTROL
 EW1875  ___________________________________________________________________
 EW1875* NAD 83(1986)-  34 07 50.     (N)    118 07 53.     (W)     SCALED    
 EW1875* NAVD 88     -       222.19   (+/-2cm)     729.0    (feet)  VERTCON   
 EW1875  ___________________________________________________________________
 EW1875  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW1875  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1875
 EW1875.The horizontal coordinates were scaled from a topographic map and have
 EW1875.an estimated accuracy of +/- 6 seconds.
 EW1875
 EW1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1875.The vertical order pertains to the NGVD 29 superseded value.
 EW1875
 EW1875.The geoid height was determined by GEOID03.
 EW1875
 EW1875;                    North         East    Units  Estimated Accuracy
 EW1875;SPC CA 5     -   569,950.    1,987,880.      MT  (+/- 180 meters Scaled)
 EW1875
 EW1875                          SUPERSEDED SURVEY CONTROL
 EW1875
 EW1875  NGVD 29 (??/??/92)  221.415  (m)          726.43   (f) ADJ UNCH    1 1
 EW1875
 EW1875.Superseded values are not recommended for survey control.
 EW1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1875.See file dsdata.txt to determine how the superseded data were derived.
 EW1875
 EW1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956772(NAD 83)
 EW1875_MARKER: DD = SURVEY DISK
 EW1875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1875_SP_SET: CATCH BASIN COVER
 EW1875_STAMPING: BM 26-1B 1971 RE 5869
 EW1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1875
 EW1875  HISTORY     - Date     Condition        Report By
 EW1875  HISTORY     - 1971     MONUMENTED       CA-037
 EW1875
 EW1875                          STATION DESCRIPTION
 EW1875
 EW1875'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1875'1.3 MI SE FROM PASADENA.
 EW1875'1.28 MI SE OF CITY HALL AT PASADENA, ARDEN RD, NORTHERLY SIDE,
 EW1875'BETWEEN MENTOR AVE AND LAKE AVE, 236 FT E FROM THE CENTERLINE
 EW1875'OF LAKE AVE, 125 FT W FROM THE CENTERLINE OF MENTOR AVE 13.2 FT
 EW1875'S OF A 24 INCH CONCRETE RETAINING WALL, IN FRONT OF HOUSE NO
 EW1875'903, 8.2 FT S OF THE S EDGE OF A CONCRETE SIDEWALK, 1.8 FT N
 EW1875'OF THE N CURB OF ARDEN ROAD FLUSH IN THE CONCRETE COVER OVER A
 EW1875'FLOOD CONTROL CATCH BASIN, AND OVER THE E RETAINING WALL OF
 EW1875'THE CONCRETE BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1111 ***********************************************************************
 EW1111  DESIGNATION -  26 1 LA CO
 EW1111  PID         -  EW1111
 EW1111  STATE/COUNTY-  CA/LOS ANGELES
 EW1111  USGS QUAD   -  LOS ANGELES (1994)
 EW1111
 EW1111                         *CURRENT SURVEY CONTROL
 EW1111  ___________________________________________________________________
 EW1111* NAD 83(1986)-  34 07 27.     (N)    118 07 39.     (W)     SCALED    
 EW1111* NAVD 88     -       207.32   (+/-2cm)     680.2    (feet)  VERTCON   
 EW1111  ___________________________________________________________________
 EW1111  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW1111  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1111
 EW1111.The horizontal coordinates were scaled from a topographic map and have
 EW1111.an estimated accuracy of +/- 6 seconds.
 EW1111
 EW1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1111.The vertical order pertains to the NGVD 29 superseded value.
 EW1111
 EW1111.The geoid height was determined by GEOID03.
 EW1111
 EW1111;                    North         East    Units  Estimated Accuracy
 EW1111;SPC CA 5     -   569,240.    1,988,240.      MT  (+/- 180 meters Scaled)
 EW1111
 EW1111                          SUPERSEDED SURVEY CONTROL
 EW1111
 EW1111  NGVD 29 (??/??/92)  206.553  (m)          677.67   (f) ADJ UNCH    1 1
 EW1111
 EW1111.Superseded values are not recommended for survey control.
 EW1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1111.See file dsdata.txt to determine how the superseded data were derived.
 EW1111
 EW1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT960764(NAD 83)
 EW1111_MARKER: P = PIPE CAP
 EW1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1111_SP_SET: WELL
 EW1111_STAMPING: BM 26-1 1952 63
 EW1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1111
 EW1111  HISTORY     - Date     Condition        Report By
 EW1111  HISTORY     - 1952     MONUMENTED       CA-037
 EW1111  HISTORY     - 1966     GOOD             CA-037
 EW1111
 EW1111                          STATION DESCRIPTION
 EW1111
 EW1111'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW1111'1.2 MI W FROM SAN MARINO.
 EW1111'DESCRIPTION-- NEAR THE INTERSECTION OF VIRGINIA ROAD, ROSALIND
 EW1111'ROAD AND CIRCLE DAM, ON THE NORTH SIDE OF ROSALIND ROAD 32.4
 EW1111'FEET NORTHEASTERLY OF A LEAD AND TACK IN THE CURB ON THE
 EW1111'NORTHEASTERLY PROJECTION OF THE CENTER LINE OF VIRGINIA ROAD,
 EW1111'3.0 FEET EASTERLY OF A FIRE HYDRANT AND 1.4 FEET NORTHWESTERLY
 EW1111'OF THE CURB, SET ABOUT 16 INCHES BELOW THE TOP OF THE CURB IN A
 EW1111'WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EW1111'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0643 ***********************************************************************
 FU0643  DESIGNATION -  26 24 35 BOR
 FU0643  PID         -  FU0643
 FU0643  STATE/COUNTY-  CA/KERN
 FU0643  USGS QUAD   -  WASCO (1973)
 FU0643
 FU0643                         *CURRENT SURVEY CONTROL
 FU0643  ___________________________________________________________________
 FU0643* NAD 83(1986)-  35 36 57.     (N)    119 20 56.     (W)     SCALED    
 FU0643* NAVD 88     -        95.96   (+/-2cm)     314.8    (feet)  VERTCON   
 FU0643  ___________________________________________________________________
 FU0643  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 FU0643  VERT ORDER  -  THIRD (See Below)
 FU0643
 FU0643.The horizontal coordinates were scaled from a topographic map and have
 FU0643.an estimated accuracy of +/- 6 seconds.
 FU0643
 FU0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0643.The vertical order pertains to the NGVD 29 superseded value.
 FU0643
 FU0643.The geoid height was determined by GEOID03.
 FU0643
 FU0643;                    North         East    Units  Estimated Accuracy
 FU0643;SPC CA 5     -   735,530.    1,877,790.      MT  (+/- 180 meters Scaled)
 FU0643
 FU0643                          SUPERSEDED SURVEY CONTROL
 FU0643
 FU0643  NGVD 29 (??/??/??)   95.17   (m)          312.2    (f) RESET       3  
 FU0643
 FU0643.Superseded values are not recommended for survey control.
 FU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0643.See file dsdata.txt to determine how the superseded data were derived.
 FU0643
 FU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV872438(NAD 83)
 FU0643_MARKER: DD = SURVEY DISK
 FU0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0643_STAMPING: 26-24-35D 313.82
 FU0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0643+STABILITY: SURFACE MOTION
 FU0643
 FU0643  HISTORY     - Date     Condition        Report By
 FU0643  HISTORY     - UNK      MONUMENTED       BOR
 FU0643  HISTORY     - 1959     GOOD             NGS
 FU0643  HISTORY     - 1969     GOOD             NGS
 FU0643
 FU0643                          STATION DESCRIPTION
 FU0643
 FU0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FU0643'1.9 MI NW FROM WASCO.
 FU0643'0.9 MILE WEST ALONG U.S. HIGHWAY 466 FROM THE JUNCTION OF F
 FU0643'STREET AT WASCO, THENCE 1.0 MILE NORTH ALONG PALM AVENUE, AT THE
 FU0643'SOUTHEAST CORNER OF KERN COUNTY AIRPORT NO. 5 (WASCO AIRPORT),
 FU0643'AT THE SOUTHEAST END OF THE NORTHWEST-SOUTHEAST RUNWAY, AT
 FU0643'THE INTERSECTION OF MC COMBS AVENUE, 32 1/2 FEET NORTH OF THE
 FU0643'CENTER LINE OF MC COMBS AVENUE, 27 FEET WEST OF THE CENTER LINE
 FU0643'OF PALM AVENUE, 6 FEET NORTH OF A 6 X 6-INCH AVENUE SIGNPOST,
 FU0643'3.0 FEET SOUTH OF A 6-INCH IRON PIPE FENCE CORNER POST, ABOUT
 FU0643'LEVEL WITH THE AVENUES, AND SET IN THE TOP OF A CONCRETE POST
 FU0643'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU0643
 FU0643                          STATION RECOVERY (1969)
 FU0643
 FU0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0987 ***********************************************************************
 FU0987  DESIGNATION -  26 26 10 A USGS
 FU0987  PID         -  FU0987
 FU0987  STATE/COUNTY-  CA/KERN
 FU0987  USGS QUAD   -  MC FARLAND (1969)
 FU0987
 FU0987                         *CURRENT SURVEY CONTROL
 FU0987  ___________________________________________________________________
 FU0987* NAD 83(1986)-  35 40 30.     (N)    119 09 35.     (W)     SCALED    
 FU0987* NAVD 88     -       149.99   (+/-2cm)     492.1    (feet)  VERTCON   
 FU0987  ___________________________________________________________________
 FU0987  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 FU0987  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU0987
 FU0987.The horizontal coordinates were scaled from a topographic map and have
 FU0987.an estimated accuracy of +/- 6 seconds.
 FU0987
 FU0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0987.The vertical order pertains to the NGVD 29 superseded value.
 FU0987
 FU0987.The geoid height was determined by GEOID03.
 FU0987
 FU0987;                    North         East    Units  Estimated Accuracy
 FU0987;SPC CA 5     -   741,880.    1,895,010.      MT  (+/- 180 meters Scaled)
 FU0987
 FU0987                          SUPERSEDED SURVEY CONTROL
 FU0987
 FU0987  NGVD 29 (??/??/92)  149.16   (m)          489.4    (f) COMPUTED    1 2
 FU0987
 FU0987.Superseded values are not recommended for survey control.
 FU0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0987.See file dsdata.txt to determine how the superseded data were derived.
 FU0987
 FU0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV045500(NAD 83)
 FU0987_MARKER: DB = BENCH MARK DISK
 FU0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0987_STAMPING: 26-26-10A
 FU0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0987+STABILITY: SURFACE MOTION
 FU0987
 FU0987  HISTORY     - Date     Condition        Report By
 FU0987  HISTORY     - UNK      MONUMENTED       BOR
 FU0987  HISTORY     - 1954     GOOD             NGS
 FU0987  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0987
 FU0987                          STATION DESCRIPTION
 FU0987
 FU0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU0987'3.9 MI E FROM MC FARLAND.
 FU0987'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0987'FROM THE STATION AT MC FARLAND, THENCE 3.7 MILES EAST ALONG
 FU0987'SHERWOOD AVENUE, 89.0 FEET NORTHWEST OF AND ACROSS THE AVENUE
 FU0987'FROM THE NORTHEAST CORNER OF A STEEL FENCE AROUND U.S. BUREAU
 FU0987'OF RECLAMATION PUMPING PLANT S9, IN LINE WITH A ROW OF
 FU0987'TELEPHONE POLES, 25.0 FEET NORTH OF THE CENTER LINE OF THE
 FU0987'AVENUE, 2 FEET WEST OF A WITNESS POST, 1.1 FEET EAST OF A WITNESS
 FU0987'POST, ABOUT 2 FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP
 FU0987'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FU0987
 FU0987                          STATION RECOVERY (1969)
 FU0987
 FU0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1002 ***********************************************************************
 FU1002  DESIGNATION -  26 26 8 B USBR
 FU1002  PID         -  FU1002
 FU1002  STATE/COUNTY-  CA/KERN
 FU1002  USGS QUAD   -  MC FARLAND (1969)
 FU1002
 FU1002                         *CURRENT SURVEY CONTROL
 FU1002  ___________________________________________________________________
 FU1002* NAD 83(1986)-  35 40 56.     (N)    119 11 46.     (W)     SCALED    
 FU1002* NAVD 88     -       121.19   (+/-2cm)     397.6    (feet)  VERTCON   
 FU1002  ___________________________________________________________________
 FU1002  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 FU1002  VERT ORDER  -  THIRD (See Below)
 FU1002
 FU1002.The horizontal coordinates were scaled from a topographic map and have
 FU1002.an estimated accuracy of +/- 6 seconds.
 FU1002
 FU1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1002.The vertical order pertains to the NGVD 29 superseded value.
 FU1002
 FU1002.The geoid height was determined by GEOID03.
 FU1002
 FU1002;                    North         East    Units  Estimated Accuracy
 FU1002;SPC CA 5     -   742,720.    1,891,720.      MT  (+/- 180 meters Scaled)
 FU1002
 FU1002                          SUPERSEDED SURVEY CONTROL
 FU1002
 FU1002  NGVD 29 (??/??/??)  120.37   (m)          394.9    (f) RESET       3  
 FU1002
 FU1002.Superseded values are not recommended for survey control.
 FU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1002.See file dsdata.txt to determine how the superseded data were derived.
 FU1002
 FU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV012509(NAD 83)
 FU1002_MARKER: DD = SURVEY DISK
 FU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1002_STAMPING: 26-26-8 B 124.77
 FU1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1002+STABILITY: SURFACE MOTION
 FU1002
 FU1002  HISTORY     - Date     Condition        Report By
 FU1002  HISTORY     - UNK      MONUMENTED       BOR
 FU1002  HISTORY     - 1953     GOOD             NGS
 FU1002  HISTORY     - 1966     GOOD             NGS
 FU1002
 FU1002                          STATION DESCRIPTION
 FU1002
 FU1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1002'6.4 MI N FROM FAMOSO.
 FU1002'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1002'FROM THE STATION AT FAMOSO, THENCE 4.0 MILES NORTHEAST ALONG
 FU1002'THE FRIANT-KERN CANAL, AT THE CROSSING OF A FARM ROAD, 122.4
 FU1002'FEET WEST OF THE NORTHWEST CORNER OF WOODEN BRIDGE 124.77 OVER
 FU1002'THE CANAL, 39.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 FU1002'YARD FENCE SURROUNDING A FARMHOUSE, 26.4 FEET SOUTHWEST OF THE
 FU1002'SOUTHWEST CORNER OF A PUMP HOUSE, 14 1/2 FEET NORTH OF THE
 FU1002'CENTER LINE OF THE FARM ROAD, 3.7 FEET EAST OF POWER LINE POLE
 FU1002'528264E, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 FU1002'THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FU1002'0.2 FOOT ABOVE THE GROUND.  IN R26E T26S, IN THE SOUTHEAST
 FU1002'CORNER OF THE NORTHWEST QUARTER OF SECTION 8.
 FU1002
 FU1002                          STATION RECOVERY (1966)
 FU1002
 FU1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1046 ***********************************************************************
 EW1046  DESIGNATION -  26 3 B LA CO
 EW1046  PID         -  EW1046
 EW1046  STATE/COUNTY-  CA/LOS ANGELES
 EW1046  USGS QUAD   -  EL MONTE (1994)
 EW1046
 EW1046                         *CURRENT SURVEY CONTROL
 EW1046  ___________________________________________________________________
 EW1046* NAD 83(1986)-  34 06 27.     (N)    118 06 45.     (W)     SCALED    
 EW1046* NAVD 88     -       145.88   (+/-2cm)     478.6    (feet)  VERTCON   
 EW1046  ___________________________________________________________________
 EW1046  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EW1046  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1046
 EW1046.The horizontal coordinates were scaled from a topographic map and have
 EW1046.an estimated accuracy of +/- 6 seconds.
 EW1046
 EW1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1046.The vertical order pertains to the NGVD 29 superseded value.
 EW1046
 EW1046.The geoid height was determined by GEOID03.
 EW1046
 EW1046;                    North         East    Units  Estimated Accuracy
 EW1046;SPC CA 5     -   567,390.    1,989,620.      MT  (+/- 180 meters Scaled)
 EW1046
 EW1046                          SUPERSEDED SURVEY CONTROL
 EW1046
 EW1046  NGVD 29 (??/??/92)  145.130  (m)          476.15   (f) ADJ UNCH    1 1
 EW1046
 EW1046.Superseded values are not recommended for survey control.
 EW1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1046.See file dsdata.txt to determine how the superseded data were derived.
 EW1046
 EW1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT973746(NAD 83)
 EW1046_MARKER: DD = SURVEY DISK
 EW1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1046_SP_SET: CONCRETE PAD
 EW1046_STAMPING: BM 26-3 B 1971 RE 5869
 EW1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1046
 EW1046  HISTORY     - Date     Condition        Report By
 EW1046  HISTORY     - 1971     MONUMENTED       CA-037
 EW1046
 EW1046                          STATION DESCRIPTION
 EW1046
 EW1046'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1046'1.2 MI NW FROM SAN GABRIEL.
 EW1046'SAN GABRIEL, 1.14 MI NW OF POLICE DEPT, CITY OF SAN GABRIEL,
 EW1046'BRIDGE ST AND SYCAMORE DR SE CORNER, 29.5 FT E OF THE CENTERLINE
 EW1046'OF BRIDGE ST 25.8 FT S OF THE CENTERLINE OF SYCAMORE DR 38 FT
 EW1046'SE FROM THE CENTER OF A SEWER MANHOLE AT THE CENTERLINE
 EW1046'INTERSECTION, 5.6 FT SW FROM PP 561007, 23.8 FT NE FROM THE S
 EW1046'END OF THE CURB, 1.1 FT SE FROM THE CURB (ON THE RETURN) DOWN
 EW1046'7 INCHES BELOW THE CURB AND PROTECTED BY A CAST IRON COVER FLUSH
 EW1046'WITH THE CURB AND IN A 15X15 INCH CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9460 ***********************************************************************
 EW9460  DESIGNATION -  26 361 RM 2
 EW9460  PID         -  EW9460
 EW9460  STATE/COUNTY-  CA/VENTURA
 EW9460  USGS QUAD   -  CAMARILLO (1967)
 EW9460
 EW9460                         *CURRENT SURVEY CONTROL
 EW9460  ___________________________________________________________________
 EW9460* NAD 83(1986)-  34 10 34.     (N)    119 05 45.     (W)     SCALED    
 EW9460* NAVD 88     -         8.305  (meters)      27.25   (feet)  ADJUSTED  
 EW9460  ___________________________________________________________________
 EW9460  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 EW9460  DYNAMIC HT  -           8.296 (meters)      27.22  (feet)  COMP
 EW9460  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 EW9460
 EW9460  VERT ORDER  -  FIRST     CLASS II
 EW9460
 EW9460.The horizontal coordinates were scaled from a topographic map and have
 EW9460.an estimated accuracy of +/- 6 seconds.
 EW9460
 EW9460.The orthometric height was determined by differential leveling
 EW9460.and adjusted in June 1991.
 EW9460
 EW9460.The geoid height was determined by GEOID03.
 EW9460
 EW9460.The dynamic height is computed by dividing the NAVD 88
 EW9460.geopotential number by the normal gravity value computed on the
 EW9460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9460.degrees latitude (g = 980.6199 gals.).
 EW9460
 EW9460.The modeled gravity was interpolated from observed gravity values.
 EW9460
 EW9460;                    North         East    Units  Estimated Accuracy
 EW9460;SPC CA 5     -   575,550.    1,898,980.      MT  (+/- 180 meters Scaled)
 EW9460
 EW9460                          SUPERSEDED SURVEY CONTROL
 EW9460
 EW9460.No superseded survey control is available for this station.
 EW9460
 EW9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT068836(NAD 83)
 EW9460_MARKER: DB = BENCH MARK DISK
 EW9460_SETTING: 0 = UNSPECIFIED SETTING
 EW9460_STAMPING: 26-361 RM 2 1986
 EW9460_MARK LOGO: CA-111
 EW9460_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9460+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1989
 EW9460
 EW9460  HISTORY     - Date     Condition        Report By
 EW9460  HISTORY     - 1986     MONUMENTED       CA-111
 EW9460  HISTORY     - 19890503 GOOD             NGS
 EW9460
 EW9460                          STATION DESCRIPTION
 EW9460
 EW9460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9460'7.2 KM (4.45 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW9460'THE STATION IN OXNARD THENCE 2.3 KM (1.45 MI) SOUTHERLY ALONG WOOD
 EW9460'ROAD.  IN TOP OF THE SOUTHWEST CORNER OF A 3.5 X 8.0 FT CONCRETE SLAB
 EW9460'FOR TWO UTILITY PEDISTAL BOXES.  85.3 M (279.9 FT) EAST OF THE CENTER
 EW9460'OF WOOD ROAD, 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF LAGUNA ROAD,
 EW9460'0.3 M (1.0 FT) EAST OF THE WEST EDGE OF THE CONCRETE SLAB, 0.3 M (1.0
 EW9460'FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE SLAB AND 0.2 M (0.7 FT)
 EW9460'BELOW THE LAGUNA ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9044 ***********************************************************************
 JT9044  DESIGNATION -  26 A
 JT9044  PID         -  JT9044
 JT9044  STATE/COUNTY-  CA/NAPA
 JT9044  USGS QUAD   -  NAPA (1980)
 JT9044
 JT9044                         *CURRENT SURVEY CONTROL
 JT9044  ___________________________________________________________________
 JT9044* NAD 83(1986)-  38 19 42.     (N)    122 18 34.     (W)     SCALED    
 JT9044* NAVD 88     -        19.02   (+/-2cm)      62.4    (feet)  VERTCON   
 JT9044  ___________________________________________________________________
 JT9044  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9044  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9044
 JT9044.The horizontal coordinates were scaled from a topographic map and have
 JT9044.an estimated accuracy of +/- 6 seconds.
 JT9044
 JT9044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9044.The vertical order pertains to the NGVD 29 superseded value.
 JT9044
 JT9044.The geoid height was determined by GEOID03.
 JT9044
 JT9044;                    North         East    Units  Estimated Accuracy
 JT9044;SPC CA 2     -   573,500.    1,972,940.      MT  (+/- 180 meters Scaled)
 JT9044
 JT9044                          SUPERSEDED SURVEY CONTROL
 JT9044
 JT9044  NGVD 29 (??/??/92)   18.22   (m)           59.8    (f) COMPUTED    2 2
 JT9044
 JT9044.Superseded values are not recommended for survey control.
 JT9044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9044.See file dsdata.txt to determine how the superseded data were derived.
 JT9044
 JT9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603424(NAD 83)
 JT9044_MARKER: DD = SURVEY DISK
 JT9044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9044_SP_SET: CONCRETE POST
 JT9044_MARK LOGO: CA2330
 JT9044_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9044+STABILITY: SURFACE MOTION
 JT9044
 JT9044  HISTORY     - Date     Condition        Report By
 JT9044  HISTORY     - 1971     MONUMENTED       CA2330
 JT9044
 JT9044                          STATION DESCRIPTION
 JT9044
 JT9044'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9044'AT INTERSECTION OF SIERRA AND DIABLO AVENUES, 10 FEET BY 10 FEET
 JT9044'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5560 ***********************************************************************
 AB5560  DESIGNATION -  26 A 69
 AB5560  PID         -  AB5560
 AB5560  STATE/COUNTY-  CA/RIVERSIDE
 AB5560  USGS QUAD   -  STEELE PEAK (1978)
 AB5560
 AB5560                         *CURRENT SURVEY CONTROL
 AB5560  ___________________________________________________________________
 AB5560* NAD 83(1986)-  33 51 19.     (N)    117 15 29.     (W)     SCALED    
 AB5560* NAVD 88     -       460.822  (meters)    1511.88   (feet)  ADJUSTED  
 AB5560  ___________________________________________________________________
 AB5560  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AB5560  DYNAMIC HT  -         460.299 (meters)    1510.16  (feet)  COMP
 AB5560  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 AB5560
 AB5560  VERT ORDER  -  FIRST     CLASS II
 AB5560
 AB5560.The horizontal coordinates were scaled from a topographic map and have
 AB5560.an estimated accuracy of +/- 6 seconds.
 AB5560
 AB5560.The orthometric height was determined by differential leveling
 AB5560.and adjusted in October 1996.
 AB5560
 AB5560.The geoid height was determined by GEOID03.
 AB5560
 AB5560.The dynamic height is computed by dividing the NAVD 88
 AB5560.geopotential number by the normal gravity value computed on the
 AB5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5560.degrees latitude (g = 980.6199 gals.).
 AB5560
 AB5560.The modeled gravity was interpolated from observed gravity values.
 AB5560
 AB5560;                    North         East    Units  Estimated Accuracy
 AB5560;SPC CA 6     -   687,730.    1,906,720.      MT  (+/- 180 meters Scaled)
 AB5560
 AB5560                          SUPERSEDED SURVEY CONTROL
 AB5560
 AB5560.No superseded survey control is available for this station.
 AB5560
 AB5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT761461(NAD 83)
 AB5560_MARKER: DB = BENCH MARK DISK
 AB5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5560_STAMPING: BM 26A-69
 AB5560_MARK LOGO: CADH  
 AB5560_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5560+STABILITY: SURFACE MOTION
 AB5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5560+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AB5560
 AB5560  HISTORY     - Date     Condition        Report By
 AB5560  HISTORY     - 1969     MONUMENTED       CADT
 AB5560
 AB5560                          STATION DESCRIPTION
 AB5560
 AB5560'DESCRIBED BY CALTRANS 1969
 AB5560'NEAR PERRIS, FROM INTERSECTION OF INTERSTATE 215 AND CAJALCO EXPWY
 AB5560'PROCEED WESTERLY ALONG CAJALCO EXPWY TO A STREET, PROCEED NORTHERLY
 AB5560'ALONG A STREET TO MESSENIA LANE, PROCEED NORTHEASTERLY ALONG MESSENIA
 AB5560'LANE TO END OF PAVEMENT, CONTINUE NORTHEASTERLY ACROSS DIRT AREA
 AB5560'APPROXIMATELY 0.75 MILES (1.21 KM) TO MONUMENT, 0.8 MILES (1.3 KM)
 AB5560'NORTH ALONG RAILROAD TRACKS FROM THE INTERSECTION OF THE RAILROAD
 AB5560'TRACKS AND CAJALCO EXPWY BRIDGE, 0.4 MILES (0.6 KM) SOUTH ALONG
 AB5560'RAILROAD TRACKS FROM THE INTERSECTION OF THE RAILROAD TRACKS AND
 AB5560'OLEANDER AVE BRIDGE, 6.5 FEET (2.0 M) WEST OF CHAIN-LINK FENCE, 23
 AB5560'FEET (7.0 M) EAST OF RAILROAD TRACKS, INDICATED BY AN ALUMINUM POST,
 AB5560'FOUND A CA. DIV. OF HWY. BRASS DISK STAMPED BM 26A-69. REFERENCE MWD
 AB5560'FB 4205 06 009.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4900 ***********************************************************************
 EW4900  DESIGNATION -  26 A F 52 CAHD
 EW4900  PID         -  EW4900
 EW4900  STATE/COUNTY-  CA/LOS ANGELES
 EW4900  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4900
 EW4900                         *CURRENT SURVEY CONTROL
 EW4900  ___________________________________________________________________
 EW4900* NAD 83(1986)-  34 22 13.     (N)    118 33 36.     (W)     SCALED    
 EW4900* NAVD 88     -       398.64   (+/-2cm)    1307.9    (feet)  VERTCON   
 EW4900  ___________________________________________________________________
 EW4900  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EW4900  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4900
 EW4900.The horizontal coordinates were scaled from a topographic map and have
 EW4900.an estimated accuracy of +/- 6 seconds.
 EW4900
 EW4900.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4900.The vertical order pertains to the NGVD 29 superseded value.
 EW4900
 EW4900.The geoid height was determined by GEOID03.
 EW4900
 EW4900;                    North         East    Units  Estimated Accuracy
 EW4900;SPC CA 5     -   596,680.    1,948,490.      MT  (+/- 180 meters Scaled)
 EW4900
 EW4900                          SUPERSEDED SURVEY CONTROL
 EW4900
 EW4900  NGVD 29 (??/??/92)  397.806  (m)         1305.14   (f) ADJ UNCH    1 1
 EW4900
 EW4900.Superseded values are not recommended for survey control.
 EW4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4900.See file dsdata.txt to determine how the superseded data were derived.
 EW4900
 EW4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU565043(NAD 83)
 EW4900_MARKER: P = PIPE CAP
 EW4900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4900+STABILITY: SURFACE MOTION
 EW4900
 EW4900  HISTORY     - Date     Condition        Report By
 EW4900  HISTORY     - UNK      MONUMENTED       CADH
 EW4900  HISTORY     - 1968     GOOD
 EW4900  HISTORY     - 1971     GOOD             CA1980
 EW4900
 EW4900                          STATION DESCRIPTION
 EW4900
 EW4900'DESCRIBED 1968
 EW4900'0.6 MI SE FROM NEWHALL.
 EW4900'NEWHALL, 0.6 MI SE OF JUNCTION OF LYONS AVE AND GOLDEN STATE
 EW4900'FREEWAY, ON CENTER LINE CONSTRUCTION STATION 240+50.96 POT.
 EW4900'SET IN THE TOP OF A CONCRETE POST.
 EW4900
 EW4900                          STATION RECOVERY (1971)
 EW4900
 EW4900'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1215 ***********************************************************************
 FT1215  DESIGNATION -  26 BIS
 FT1215  PID         -  FT1215
 FT1215  STATE/COUNTY-  CA/KERN
 FT1215  USGS QUAD   -  SALTDALE NW (1967)
 FT1215
 FT1215                         *CURRENT SURVEY CONTROL
 FT1215  ___________________________________________________________________
 FT1215* NAD 83(1986)-  35 28 09.     (N)    117 57 47.     (W)     SCALED    
 FT1215* NAVD 88     -       968.564  (meters)    3177.70   (feet)  ADJUSTED  
 FT1215  ___________________________________________________________________
 FT1215  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FT1215  DYNAMIC HT  -         967.440 (meters)    3174.01  (feet)  COMP
 FT1215  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 FT1215
 FT1215  VERT ORDER  -  FIRST     CLASS II
 FT1215
 FT1215.The horizontal coordinates were scaled from a topographic map and have
 FT1215.an estimated accuracy of +/- 6 seconds.
 FT1215
 FT1215.The orthometric height was determined by differential leveling
 FT1215.and adjusted in June 1991.
 FT1215
 FT1215.The geoid height was determined by GEOID03.
 FT1215
 FT1215.The dynamic height is computed by dividing the NAVD 88
 FT1215.geopotential number by the normal gravity value computed on the
 FT1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1215.degrees latitude (g = 980.6199 gals.).
 FT1215
 FT1215.The modeled gravity was interpolated from observed gravity values.
 FT1215
 FT1215;                    North         East    Units  Estimated Accuracy
 FT1215;SPC CA 5     -   718,440.    2,003,350.      MT  (+/- 180 meters Scaled)
 FT1215
 FT1215                          SUPERSEDED SURVEY CONTROL
 FT1215
 FT1215.No superseded survey control is available for this station.
 FT1215
 FT1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV126255(NAD 83)
 FT1215_MARKER: DB = BENCH MARK DISK
 FT1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1215_SP_SET: CONCRETE POST
 FT1215_STAMPING: 26 BIS 1966 3175
 FT1215_MARK LOGO: USGS  
 FT1215_PROJECTION: PROJECTING 8 CENTIMETERS
 FT1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1215+STABILITY: SURFACE MOTION
 FT1215
 FT1215  HISTORY     - Date     Condition        Report By
 FT1215  HISTORY     - 1966     MONUMENTED       USGS
 FT1215  HISTORY     - 1983     GOOD             NGS
 FT1215
 FT1215                          STATION DESCRIPTION
 FT1215
 FT1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1215'21.2 KM (13.2 MI) NORTH FROM CANTIL.
 FT1215'21.2 KM (13.2 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 FT1215'CANTIL, 14.9 METERS (49 FT) EAST OF THE HIGHWAY CENTERLINE, 1.8 METERS
 FT1215'(6 FT) WEST OF THE WEST ONE OF TWO CACTUS TREES, 45.7 METERS (150 FT)
 FT1215'WEST OF THE RIGHT OF WAY FENCE.
 FT1215'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 FT1215'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0817 ***********************************************************************
 DY0817  DESIGNATION -  26 C OF LB
 DY0817  PID         -  DY0817
 DY0817  STATE/COUNTY-  CA/LOS ANGELES
 DY0817  USGS QUAD   -  LONG BEACH (1981)
 DY0817
 DY0817                         *CURRENT SURVEY CONTROL
 DY0817  ___________________________________________________________________
 DY0817* NAD 83(1986)-  33 46 46.     (N)    118 09 50.     (W)     SCALED    
 DY0817* NAVD 88     -        13.51   (+/-2cm)      44.3    (feet)  VERTCON   
 DY0817  ___________________________________________________________________
 DY0817  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0817  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0817
 DY0817.The horizontal coordinates were scaled from a topographic map and have
 DY0817.an estimated accuracy of +/- 6 seconds.
 DY0817
 DY0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0817.The vertical order pertains to the NGVD 29 superseded value.
 DY0817
 DY0817.The geoid height was determined by GEOID03.
 DY0817
 DY0817;                    North         East    Units  Estimated Accuracy
 DY0817;SPC CA 5     -   531,010.    1,984,820.      MT  (+/- 180 meters Scaled)
 DY0817
 DY0817                          SUPERSEDED SURVEY CONTROL
 DY0817
 DY0817  NGVD 29 (??/??/92)   12.726  (m)           41.75   (f) ADJ UNCH    1 2
 DY0817
 DY0817.Superseded values are not recommended for survey control.
 DY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0817.See file dsdata.txt to determine how the superseded data were derived.
 DY0817
 DY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT922383(NAD 83)
 DY0817_MARKER: DD = SURVEY DISK
 DY0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0817_STAMPING: LBBM NO 26
 DY0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0817+STABILITY: SURFACE MOTION
 DY0817
 DY0817  HISTORY     - Date     Condition        Report By
 DY0817  HISTORY     - UNK      MONUMENTED       CA1970
 DY0817  HISTORY     - 1954     GOOD             NGS
 DY0817  HISTORY     - 1958     GOOD             NGS
 DY0817
 DY0817                          STATION DESCRIPTION
 DY0817
 DY0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0817'AT LONG BEACH.
 DY0817'AT LONG BEACH, 0.5 MILE SOUTH ALONG CHERRY AVENUE FROM THE
 DY0817'INTERSECTION OF ANAHEIM STREET, AT THE SOUTHWEST CORNER OF THE
 DY0817'INTERSECTION OF SEVENTH STREET, IN THE LAWN BETWEEN THE SIDEWALK
 DY0817'AND THE STREET CURB, 11.0 FEET WEST OF THE WEST CURB OF THE
 DY0817'AVENUE, 5.7 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 1.4 FEET
 DY0817'NORTHWEST OF A RIGHT ANGLE IN THE SIDEWALK, 0.6 FOOT UNDERGROUND,
 DY0817'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0817'THROUGH A 5-INCH IRON PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0817
 DY0817                          STATION RECOVERY (1958)
 DY0817
 DY0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0493 ***********************************************************************
 HS0493  DESIGNATION -  26 CAHD
 HS0493  PID         -  HS0493
 HS0493  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0493  USGS QUAD   -  LATHROP (1987)
 HS0493
 HS0493                         *CURRENT SURVEY CONTROL
 HS0493  ___________________________________________________________________
 HS0493* NAD 83(1986)-  37 51 28.     (N)    121 16 54.     (W)     SCALED    
 HS0493* NAVD 88     -         5.63   (+/-2cm)      18.5    (feet)  VERTCON   
 HS0493  ___________________________________________________________________
 HS0493  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HS0493  VERT ORDER  -  THIRD (See Below)
 HS0493
 HS0493.The horizontal coordinates were scaled from a topographic map and have
 HS0493.an estimated accuracy of +/- 6 seconds.
 HS0493
 HS0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0493.The vertical order pertains to the NGVD 29 superseded value.
 HS0493
 HS0493.The geoid height was determined by GEOID03.
 HS0493
 HS0493;                    North         East    Units  Estimated Accuracy
 HS0493;SPC CA 3     -   650,980.    1,931,220.      MT  (+/- 180 meters Scaled)
 HS0493
 HS0493                          SUPERSEDED SURVEY CONTROL
 HS0493
 HS0493  NGVD 29 (??/??/??)    4.93   (m)           16.2    (f) RESET       3  
 HS0493
 HS0493.Superseded values are not recommended for survey control.
 HS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0493.See file dsdata.txt to determine how the superseded data were derived.
 HS0493
 HS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG511914(NAD 83)
 HS0493_MARKER: DD = SURVEY DISK
 HS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0493+STABILITY: SURFACE MOTION
 HS0493
 HS0493  HISTORY     - Date     Condition        Report By
 HS0493  HISTORY     - UNK      MONUMENTED       CADH
 HS0493  HISTORY     - 1959     GOOD             NGS
 HS0493
 HS0493                          STATION DESCRIPTION
 HS0493
 HS0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0493'1.8 MI S FROM FRENCH CAMP.
 HS0493'1.8 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 HS0493'MATHEWS ROAD AT FRENCH CAMP, 0.1 MILE SOUTH OF THE T JUNCTION
 HS0493'OF BRIGGS AVENUE LEADING WEST, ABOUT MIDWAY BETWEEN THE EAST
 HS0493'AND WEST TRAFFIC LANES OF THE HIGHWAY, 83 FEET WEST OF THE
 HS0493'CENTER LINE OF THE EAST TRAFFIC LANES, 35 FEET EAST OF THE
 HS0493'CENTER LINE OF THE WEST TRAFFIC LANES, 1.7 FEET NORTH OF A
 HS0493'METAL STATION MARKER PAINTED MON 26, ABOUT 1 FOOT LOWER THAN THE
 HS0493'WEST TRAFFIC LANES, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HS0493'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1082 ***********************************************************************
 HR1082  DESIGNATION -  26 DOR
 HR1082  PID         -  HR1082
 HR1082  STATE/COUNTY-  CA/MONO
 HR1082  USGS QUAD   -  WHITMORE HOT SPRS (1994)
 HR1082
 HR1082                         *CURRENT SURVEY CONTROL
 HR1082  ___________________________________________________________________
 HR1082* NAD 83(1992)-  37 44 17.62872(N)    118 49 37.72135(W)     ADJUSTED  
 HR1082* NAVD 88     -      2108.7    (meters)    6918.     (feet)  VERTCON   
 HR1082  ___________________________________________________________________
 HR1082  EPOCH DATE  -        1991.35
 HR1082  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HR1082  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 HR1082  OBS GRAVITY -     979,286.3   (mgal)                       GRAV_OBS
 HR1082
 HR1082  HORZ ORDER  -  FIRST
 HR1082
 HR1082.The horizontal coordinates were established by GPS observations
 HR1082.and adjusted by the National Geodetic Survey in March 1994.
 HR1082.The horizontal coordinates are valid at the epoch date displayed above.
 HR1082.The epoch date for horizontal control is a decimal equivalence
 HR1082.of Year/Month/Day.
 HR1082
 HR1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR1082
 HR1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR1082
 HR1082.The geoid height was determined by GEOID03.
 HR1082.The observed gravity was obtained from relative gravimeter ties
 HR1082.to the IGSN71 gravity network.
 HR1082
 HR1082;                    North         East     Units Scale Factor Converg.
 HR1082;SPC CA 3     -   638,737.596 2,147,433.440   MT  0.99992920   +1 01 27.0
 HR1082;SPC CA 3     - 2,095,591.60  7,045,371.21   sFT  0.99992920   +1 01 27.0
 HR1082;UTM  11      - 4,178,343.225   339,006.111   MT  0.99991925   -1 07 06.8
 HR1082
 HR1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR1082!SPC CA 3     -   0.99967312  x   0.99992920  =   0.99960234
 HR1082!UTM  11      -   0.99967312  x   0.99991925  =   0.99959240
 HR1082
 HR1082                          SUPERSEDED SURVEY CONTROL
 HR1082
 HR1082  NAD 83(1986)-  37 44 17.61925(N)    118 49 37.71717(W) AD(1984.00) 1
 HR1082  NGVD 29 (11/20/87) 2107.1    (m)         6913.     (f) GPS OBS     3  
 HR1082
 HR1082.Superseded values are not recommended for survey control.
 HR1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR1082.See file dsdata.txt to determine how the superseded data were derived.
 HR1082
 HR1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB3900678343(NAD 83)
 HR1082_MARKER: DD = SURVEY DISK
 HR1082_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR1082+WITH SETTING: INFORMATION.
 HR1082_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR1082_STAMPING: 26 DOR 1975
 HR1082_MARK LOGO: USGS  
 HR1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1082+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1988
 HR1082
 HR1082  HISTORY     - Date     Condition        Report By
 HR1082  HISTORY     - 1975     MONUMENTED       USGS
 HR1082  HISTORY     - 19841022 GOOD
 HR1082  HISTORY     - 1985     GOOD             USGS
 HR1082  HISTORY     - 1986     GOOD             NGS
 HR1082  HISTORY     - 19881008 GOOD             NGS
 HR1082
 HR1082                          STATION DESCRIPTION
 HR1082
 HR1082'DESCRIBED 1984
 HR1082'RECOVERED IN GOOD CONDITION.
 HR1082
 HR1082                          STATION RECOVERY (1985)
 HR1082
 HR1082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR1082'RECOVERED IN GOOD CONDITION.
 HR1082
 HR1082                          STATION RECOVERY (1986)
 HR1082
 HR1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1082'30.2 KM (18.75 MI) NE FROM MAMMOTH LAKES.
 HR1082'5.0 KM (3.0 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1082'MAMMOTH LAKES, THENCE 11.7 KM (7.3 MI) NORTH ALONG US HIGHWAY 395,
 HR1082'THENCE 13.5 KM (8.4 MI) EAST ALONG OWENS RIVER ROAD, 15.2 METERS (50
 HR1082'FT) NORTH OF THE CENTER OF THE ROAD, 17.1 METERS (56 FT) WEST OF THE
 HR1082'CENTER OF A GATE LEADING NORTH TO THE INAJA LAND COMPANY AND 0.2 METER
 HR1082'(0.6 FT) SOUTH OF AN EAST-WEST FENCE.  A SHALLOW-SET METAL ROD ENCASED
 HR1082'IN A PIPE PROJECTING 3 CENTIMETERS.
 HR1082'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 HR1082'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HR1082
 HR1082                          STATION RECOVERY (1988)
 HR1082
 HR1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0054 ***********************************************************************
 DY0054  DESIGNATION -  26 DPW
 DY0054  PID         -  DY0054
 DY0054  STATE/COUNTY-  CA/ORANGE
 DY0054  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0054
 DY0054                         *CURRENT SURVEY CONTROL
 DY0054  ___________________________________________________________________
 DY0054* NAD 83(1986)-  33 47 42.     (N)    118 03 16.     (W)     SCALED    
 DY0054* NAVD 88     -         8.00   (+/-2cm)      26.2    (feet)  VERTCON   
 DY0054  ___________________________________________________________________
 DY0054  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0054  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0054
 DY0054.The horizontal coordinates were scaled from a topographic map and have
 DY0054.an estimated accuracy of +/- 6 seconds.
 DY0054
 DY0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0054.The vertical order pertains to the NGVD 29 superseded value.
 DY0054
 DY0054.The geoid height was determined by GEOID03.
 DY0054
 DY0054;                    North         East    Units  Estimated Accuracy
 DY0054;SPC CA 6     -   682,040.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0054
 DY0054                          SUPERSEDED SURVEY CONTROL
 DY0054
 DY0054  NGVD 29 (??/??/92)    7.286  (m)           23.90   (f) ADJ UNCH    1 2
 DY0054
 DY0054.Superseded values are not recommended for survey control.
 DY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0054.See file dsdata.txt to determine how the superseded data were derived.
 DY0054
 DY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023399(NAD 83)
 DY0054_MARKER: N = NAIL
 DY0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0054_SP_SET: CURB
 DY0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0054
 DY0054  HISTORY     - Date     Condition        Report By
 DY0054  HISTORY     - UNK      MONUMENTED       CA1980
 DY0054  HISTORY     - 1945     GOOD             NGS
 DY0054  HISTORY     - 1964     GOOD             NGS
 DY0054
 DY0054                          STATION DESCRIPTION
 DY0054
 DY0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0054'AT LOS ALAMITOS NAS.
 DY0054'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE SOUTH
 DY0054'CURB OF SARATOGA AVENUE, 51.4 FEET NORTHEAST OF THE NORTHEAST
 DY0054'CORNER OF BARRACKS C (BUILDING NO. 17), 1.1 FEET NORTH OF THE
 DY0054'IRON LIGHT POLE.  IRON NAIL SET IN LEADED HOLE.  IRON NAIL IN
 DY0054'LEADED HOLE IN CURB.  NOTE-- THE IRON LIGHT POLE IS 45, MARK ALSO
 DY0054'3 FEET NORTHWEST OF FIRE HYDRANT 26, 1/4-FOOT WEST OF A JOINT
 DY0054'IN THE CURB.
 DY0054
 DY0054                          STATION RECOVERY (1964)
 DY0054
 DY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2220 ***********************************************************************
 EV2220  DESIGNATION -  26 FMK
 EV2220  PID         -  EV2220
 EV2220  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2220  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2220
 EV2220                         *CURRENT SURVEY CONTROL
 EV2220  ___________________________________________________________________
 EV2220* NAD 83(1986)-  34 59 43.     (N)    117 36 18.     (W)     SCALED    
 EV2220* NAVD 88     -       767.437  (meters)    2517.83   (feet)  ADJUSTED  
 EV2220  ___________________________________________________________________
 EV2220  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2220  DYNAMIC HT  -         766.572 (meters)    2514.99  (feet)  COMP
 EV2220  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 EV2220
 EV2220  VERT ORDER  -  FIRST     CLASS I
 EV2220
 EV2220.The horizontal coordinates were scaled from a topographic map and have
 EV2220.an estimated accuracy of +/- 6 seconds.
 EV2220
 EV2220.The orthometric height was determined by differential leveling
 EV2220.and adjusted in June 1991.
 EV2220
 EV2220.The geoid height was determined by GEOID03.
 EV2220
 EV2220.The dynamic height is computed by dividing the NAVD 88
 EV2220.geopotential number by the normal gravity value computed on the
 EV2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2220.degrees latitude (g = 980.6199 gals.).
 EV2220
 EV2220.The modeled gravity was interpolated from observed gravity values.
 EV2220
 EV2220;                    North         East    Units  Estimated Accuracy
 EV2220;SPC CA 5     -   665,940.    2,036,060.      MT  (+/- 180 meters Scaled)
 EV2220
 EV2220                          SUPERSEDED SURVEY CONTROL
 EV2220
 EV2220  NGVD 29 (??/??/92)  766.640  (m)         2515.22   (f) ADJ UNCH    1 1
 EV2220
 EV2220.Superseded values are not recommended for survey control.
 EV2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2220.See file dsdata.txt to determine how the superseded data were derived.
 EV2220
 EV2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU447726(NAD 83)
 EV2220_MARKER: DD = SURVEY DISK
 EV2220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2220_SP_SET: 10 FEET
 EV2220_STAMPING: 26 FMK 1973
 EV2220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2220
 EV2220  HISTORY     - Date     Condition        Report By
 EV2220  HISTORY     - 1973     MONUMENTED       USGS
 EV2220  HISTORY     - 1974     GOOD             NGS
 EV2220  HISTORY     - 1977     GOOD             NGS
 EV2220
 EV2220                          STATION DESCRIPTION
 EV2220
 EV2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2220'2.7 MI E FROM BORON.
 EV2220'2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2220'FROM THE STATION AT BORON, 7 POLES EAST OF BENCH MARK 25 FMK
 EV2220'(USGS), 44.7 FEET SOUTH OF THE SOUTH RAIL, 16 1/2 FEET SOUTH OF THE
 EV2220'CENTER LINE OF A TRACK ROAD, 4 1/2 FEET SOUTH OF TELEPHONE POLE
 EV2220'191-12, 49 FEET NORTH-NORTHWEST OF A POST BEARING A WARNING
 EV2220'TELEPHONE CABLE SIGN, 1.3 FEET NORTH OF A WITNESS POST, ABOUT
 EV2220'1 1/2 FEET LOWER THAN THE TRACK AND A DISK ON THE TOP OF A COPPER
 EV2220'COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE
 EV2220'ROD IS ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE
 EV2220'GROUND.  SECTION 3, T10N, R7W
 EV2220
 EV2220                          STATION RECOVERY (1977)
 EV2220
 EV2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3327 ***********************************************************************
 HS3327  DESIGNATION -  26 JD USGS
 HS3327  PID         -  HS3327
 HS3327  STATE/COUNTY-  CA/SANTA CLARA
 HS3327  USGS QUAD   -  EYLAR MTN (1971)
 HS3327
 HS3327                         *CURRENT SURVEY CONTROL
 HS3327  ___________________________________________________________________
 HS3327* NAD 83(1986)-  37 27 56.     (N)    121 31 10.     (W)     SCALED    
 HS3327* NAVD 88     -       811.10   (+/-2cm)    2661.1    (feet)  VERTCON   
 HS3327  ___________________________________________________________________
 HS3327  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HS3327  VERT ORDER  -  THIRD (See Below)
 HS3327
 HS3327.The horizontal coordinates were scaled from a topographic map and have
 HS3327.an estimated accuracy of +/- 6 seconds.
 HS3327
 HS3327.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3327.The vertical order pertains to the NGVD 29 superseded value.
 HS3327
 HS3327.The geoid height was determined by GEOID03.
 HS3327
 HS3327;                    North         East    Units  Estimated Accuracy
 HS3327;SPC CA 3     -   607,650.    1,909,820.      MT  (+/- 180 meters Scaled)
 HS3327
 HS3327                          SUPERSEDED SURVEY CONTROL
 HS3327
 HS3327  NGVD 29 (??/??/??)  810.20   (m)         2658.1    (f) RESET       3  
 HS3327
 HS3327.Superseded values are not recommended for survey control.
 HS3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3327.See file dsdata.txt to determine how the superseded data were derived.
 HS3327
 HS3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG309475(NAD 83)
 HS3327_MARKER: DD = SURVEY DISK
 HS3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3327_STAMPING: 26 JD 2658 1954
 HS3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3327+STABILITY: SURFACE MOTION
 HS3327
 HS3327  HISTORY     - Date     Condition        Report By
 HS3327  HISTORY     - 1954     MONUMENTED       USGS
 HS3327  HISTORY     - 1961     GOOD             NGS
 HS3327
 HS3327                          STATION DESCRIPTION
 HS3327
 HS3327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3327'24.1 MI SE FROM LIVERMORE.
 HS3327'2.3 MILES SOUTHEAST ALONG TELSA ROAD FROM THE POST OFFICE AT
 HS3327'LIVERMORE, THENCE 21.8 MILES SOUTHEAST ALONG MINES ROAD, AT THE
 HS3327'T JUNCTION OF A ROAD LEADING WEST ACROSS A CREEK, ON THE WEST
 HS3327'SLOPE OF A NORTH-SOUTH RIDGE, 37 FEET EAST OF THE CENTER LINE
 HS3327'OF THE ROAD, 50 YARDS SOUTH OF THE Y JUNCTION OF A DIRT ROAD
 HS3327'LEADING SOUTHEAST TO ARCHIE T. NEWSOM RANCH, 29 FEET SOUTHWEST
 HS3327'OF THE CENTER LINE OF THE DIRT ROAD SOUTHEAST, 1 FOOT NORTH OF THE
 HS3327'EXTENDED CENTER LINE OF THE ROAD WEST, 0.7 FOOT WEST OF A
 HS3327'WITNESS POST, ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 HS3327'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4537 ***********************************************************************
 AI4537  DESIGNATION -  26 JRH
 AI4537  PID         -  AI4537
 AI4537  STATE/COUNTY-  CA/SAN DIEGO
 AI4537  USGS QUAD   -  EARTHQUAKE VALLEY (1959)
 AI4537
 AI4537                         *CURRENT SURVEY CONTROL
 AI4537  ___________________________________________________________________
 AI4537* NAD 83(1986)-  33 04 55.     (N)    116 26 30.     (W)     SCALED    
 AI4537* NAVD 88     -       703.042  (meters)    2306.56   (feet)  ADJUSTED  
 AI4537  ___________________________________________________________________
 AI4537  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 AI4537  DYNAMIC HT  -         702.155 (meters)    2303.65  (feet)  COMP
 AI4537  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 AI4537
 AI4537  VERT ORDER  -  THIRD
 AI4537
 AI4537.The horizontal coordinates were scaled from a topographic map and have
 AI4537.an estimated accuracy of +/- 6 seconds.
 AI4537
 AI4537.The orthometric height was determined by differential leveling
 AI4537.and adjusted in May 2000.
 AI4537
 AI4537.The geoid height was determined by GEOID03.
 AI4537
 AI4537.The dynamic height is computed by dividing the NAVD 88
 AI4537.geopotential number by the normal gravity value computed on the
 AI4537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4537.degrees latitude (g = 980.6199 gals.).
 AI4537
 AI4537.The modeled gravity was interpolated from observed gravity values.
 AI4537
 AI4537;                    North         East    Units  Estimated Accuracy
 AI4537;SPC CA 6     -   601,520.    1,982,110.      MT  (+/- 180 meters Scaled)
 AI4537
 AI4537                          SUPERSEDED SURVEY CONTROL
 AI4537
 AI4537.No superseded survey control is available for this station.
 AI4537
 AI4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS521605(NAD 83)
 AI4537_MARKER: DB = BENCH MARK DISK
 AI4537_SETTING: 66 = SET IN ROCK OUTCROP
 AI4537_STAMPING: 26 JRH 1957 2304
 AI4537_MARK LOGO: USGS  
 AI4537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4537+STABILITY: POSITION/ELEVATION WELL
 AI4537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4537+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 AI4537
 AI4537  HISTORY     - Date     Condition        Report By
 AI4537  HISTORY     - 1957     MONUMENTED       USGS
 AI4537  HISTORY     - 19950503 GOOD             CADT
 AI4537
 AI4537                          STATION DESCRIPTION
 AI4537
 AI4537'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4537'THE STATION IS LOCATED 9.0 MI (14.5 KM) EAST OF JULIAN, 2.4 MI (3.9
 AI4537'KM) SOUTHEAST OF THE JUNCTION OF STATE ROUTE 78 AND COUNTY ROUTE S-2,
 AI4537'KNOWN LOCALLY AS SCISSORS CROSSING, ON THE NORTHEAST SIDE OF S-2 AT
 AI4537'POST MILE 19.4. TO REACH FROM THE JUNCTION OF STATE ROUTE 78 AND
 AI4537'COUNTY ROUTE S-2, DRIVE SOUTHEAST ON S-2 FOR 2.0 MI (3.2 KM) TO THE
 AI4537'INTERSECTION OF WELLS FARGO TRAIL ON THE LEFT.  CONTINUE STRAIGHT
 AI4537'AHEAD 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT, NORTHEAST. THE
 AI4537'STATION MARK IS 290 FT (88.4 M) NORTHEAST OF THE CENTERLINE OF THE
 AI4537'ROAD ON THE SOUTHWEST SLOPE OF A LOW RISE, 3.5 FT (1.1 M) SOUTH OF A
 AI4537'4X4 WOOD WITNESS POST, ABOUT 5 FT (1.5 M) HIGHER THAN THE ROAD. THE
 AI4537'STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL RUN IN
 AI4537'SAN DIEGO COUNTY TO ESTABLISH NAVD 1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1293 ***********************************************************************
 DY1293  DESIGNATION -  26 M
 DY1293  PID         -  DY1293
 DY1293  STATE/COUNTY-  CA/LOS ANGELES
 DY1293  USGS QUAD   -  VENICE (1981)
 DY1293
 DY1293                         *CURRENT SURVEY CONTROL
 DY1293  ___________________________________________________________________
 DY1293* NAD 83(1986)-  33 57 31.     (N)    118 26 54.     (W)     SCALED    
 DY1293* NAVD 88     -         4.032  (meters)      13.23   (feet)  ADJUSTED  
 DY1293  ___________________________________________________________________
 DY1293  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DY1293  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 DY1293  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 DY1293
 DY1293  VERT ORDER  -  FIRST     CLASS I
 DY1293
 DY1293.The horizontal coordinates were scaled from a topographic map and have
 DY1293.an estimated accuracy of +/- 6 seconds.
 DY1293
 DY1293.The orthometric height was determined by differential leveling
 DY1293.and adjusted in June 1995.
 DY1293.WARNING-Repeat measurements at this control monument indicate possible
 DY1293.vertical movement.
 DY1293
 DY1293.The geoid height was determined by GEOID03.
 DY1293
 DY1293.The dynamic height is computed by dividing the NAVD 88
 DY1293.geopotential number by the normal gravity value computed on the
 DY1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1293.degrees latitude (g = 980.6199 gals.).
 DY1293
 DY1293.The modeled gravity was interpolated from observed gravity values.
 DY1293
 DY1293;                    North         East    Units  Estimated Accuracy
 DY1293;SPC CA 5     -   550,970.    1,958,560.      MT  (+/- 180 meters Scaled)
 DY1293
 DY1293                          SUPERSEDED SURVEY CONTROL
 DY1293
 DY1293  NAVD 88 (06/15/91)    4.032  (m)           13.23   (f) UNKNOWN     1 1
 DY1293  NGVD 29 (??/??/92)    3.273  (m)           10.74   (f) ADJ UNCH    1 1
 DY1293
 DY1293.Superseded values are not recommended for survey control.
 DY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1293.See file dsdata.txt to determine how the superseded data were derived.
 DY1293
 DY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT661585(NAD 83)
 DY1293_MARKER: DD = SURVEY DISK
 DY1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1293_SP_SET: CONCRETE POST
 DY1293_STAMPING: 26 M 11.64
 DY1293_MARK LOGO: CA1980
 DY1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1293+STABILITY: SURFACE MOTION
 DY1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1293+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 DY1293
 DY1293  HISTORY     - Date     Condition        Report By
 DY1293  HISTORY     - UNK      MONUMENTED       CA1980
 DY1293  HISTORY     - 1960     GOOD             NGS
 DY1293  HISTORY     - 1968     GOOD             CA-037
 DY1293  HISTORY     - 1978     GOOD             NGS
 DY1293  HISTORY     - 19890518 GOOD             NGS
 DY1293  HISTORY     - 19940707 GOOD             NGS
 DY1293  HISTORY     - 20041126 GOOD             USPSQD
 DY1293  HISTORY     - 20070621 GOOD             GEOCAC
 DY1293
 DY1293                          STATION DESCRIPTION
 DY1293
 DY1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1293'AT PLAYA DEL REY.
 DY1293'AT PLAYA DEL REY, AT THE WEST CORNER OF THE INTERSECTION OF
 DY1293'VISTA DEL MAR AND CULVER BOULEVARD, ABOUT 250 FEET WEST AND
 DY1293'ACROSS THE INTERSECTION OF BENCH MARK P 50, IN FRONT OF 181 CULVER
 DY1293'BOULEVARD, 15.0 FEET SOUTHWEST OF THE WEST CURB OF VISTA DEL
 DY1293'MAR, 5.0 FEET NORTHWEST OF THE NORTHWEST CURB OF THE BOULEVARD,
 DY1293'5 FEET NORTH OF POWER POLE 30814M, 1/2 FOOT HIGHER THAN THE
 DY1293'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DY1293'SIDEWALK.
 DY1293
 DY1293                          STATION RECOVERY (1968)
 DY1293
 DY1293'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1293'RECOVERED IN GOOD CONDITION.
 DY1293
 DY1293                          STATION RECOVERY (1978)
 DY1293
 DY1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1293'RECOVERED IN GOOD CONDITION.
 DY1293
 DY1293                          STATION RECOVERY (1989)
 DY1293
 DY1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1293'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PLAYA DEL
 DY1293'REY, AT THE INTERSECTION OF CULVER BOULEVARD AND CULVER PLACE, 4.6 M
 DY1293'(15.1 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE PLACE, AND 1.5 M
 DY1293'(4.9 FT) NORTHWEST OF THE NORTHWEST CURB OF THE BOULEVARD, 1.5 M
 DY1293'(4.9 FT) NORTH OF A UTILITY POLE, AND IN A CONCRETE POST THAT IS FLUSH
 DY1293'WITH AND SURROUNDED BY A SIDEWALK.
 DY1293
 DY1293                          STATION RECOVERY (1994)
 DY1293
 DY1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1293'IN PLAYA DEL REY, AT THE INTERSECTION OF CULVER BOULEVARD AND CULVER
 DY1293'PLACE, 10.8 M (35.4 FT) NORTHWEST OF THE BOULEVARD CENTERLINE, 7.2 M
 DY1293'(23.6 FT) WEST OF THE CENTER OF THE PLACE, 1.5 M (4.9 FT) NORTH OF
 DY1293'UTILITY POLE NUMBER 30814M, 1.1 M (3.6 FT) WEST OF A STREET LIGHT
 DY1293'POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 DY1293
 DY1293                          STATION RECOVERY (2004)
 DY1293
 DY1293'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 DY1293'RECOVERED IN GOOD CONDITION.
 DY1293
 DY1293                          STATION RECOVERY (2007)
 DY1293
 DY1293'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5645 ***********************************************************************
 DX5645  DESIGNATION -  26 OJA
 DX5645  PID         -  DX5645
 DX5645  STATE/COUNTY-  CA/RIVERSIDE
 DX5645  USGS QUAD   -  BACHELOR MTN (1978)
 DX5645
 DX5645                         *CURRENT SURVEY CONTROL
 DX5645  ___________________________________________________________________
 DX5645* NAD 83(1986)-  33 35 58.     (N)    117 04 49.     (W)     SCALED    
 DX5645* NAVD 88     -       452.255  (meters)    1483.77   (feet)  ADJUSTED  
 DX5645  ___________________________________________________________________
 DX5645  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5645  DYNAMIC HT  -         451.742 (meters)    1482.09  (feet)  COMP
 DX5645  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 DX5645
 DX5645  VERT ORDER  -  FIRST     CLASS II
 DX5645
 DX5645.The horizontal coordinates were scaled from a topographic map and have
 DX5645.an estimated accuracy of +/- 6 seconds.
 DX5645
 DX5645.The orthometric height was determined by differential leveling
 DX5645.and adjusted in May 1994.
 DX5645
 DX5645.The geoid height was determined by GEOID03.
 DX5645
 DX5645.The dynamic height is computed by dividing the NAVD 88
 DX5645.geopotential number by the normal gravity value computed on the
 DX5645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5645.degrees latitude (g = 980.6199 gals.).
 DX5645
 DX5645.The modeled gravity was interpolated from observed gravity values.
 DX5645
 DX5645;                    North         East    Units  Estimated Accuracy
 DX5645;SPC CA 6     -   659,210.    1,922,940.      MT  (+/- 180 meters Scaled)
 DX5645
 DX5645                          SUPERSEDED SURVEY CONTROL
 DX5645
 DX5645.No superseded survey control is available for this station.
 DX5645
 DX5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT925177(NAD 83)
 DX5645_MARKER: DD = SURVEY DISK
 DX5645_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5645_SP_SET: WINGWALL
 DX5645_STAMPING: 26 OJA 1968
 DX5645_MARK LOGO: MWDSC 
 DX5645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5645+STABILITY: SURFACE MOTION
 DX5645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5645+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5645
 DX5645  HISTORY     - Date     Condition        Report By
 DX5645  HISTORY     - 1968     MONUMENTED       MWDSC
 DX5645  HISTORY     - 19921109 GOOD             MWDSC
 DX5645
 DX5645                          STATION DESCRIPTION
 DX5645
 DX5645'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5645'LAKE SKINNER RESERVOIR, FROM THE NORTH END OF LAKE SKINNER DAM,
 DX5645'THENCE WEST ALONG PATROL ROAD 0.7 MILES (1.1 KM) TO THE SCREENING
 DX5645'STRUCTURE ON THE WEST BYPASS.  A STANDARD 3 INCH BRASS DISK IS FOUND
 DX5645'11.5 FEET (3.5 M) WEST OF CENTERLINE OF WEST BYPASS, 3.2 FEET (1.0 M)
 DX5645'BELOW THE TOP OF THE WEST WING WALL OF THE SCREEN INLET, 27 FEET (8.2
 DX5645'M) WEST NORTHWEST OF POINT 10 OJA, 6 FEET (1.8 M) EAST OF THE WEST
 DX5645'END OF THE ABOVE DESCRIBED WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8694 ***********************************************************************
 AB8694  DESIGNATION -  26 RESET
 AB8694  PID         -  AB8694
 AB8694  STATE/COUNTY-  CA/ORANGE
 AB8694  USGS QUAD   -  YORBA LINDA (1981)
 AB8694
 AB8694                         *CURRENT SURVEY CONTROL
 AB8694  ___________________________________________________________________
 AB8694* NAD 83(1986)-  33 54 35.     (N)    117 49 03.     (W)     SCALED    
 AB8694* NAVD 88     -       239.514  (meters)     785.81   (feet)  ADJUSTED  
 AB8694  ___________________________________________________________________
 AB8694  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AB8694  DYNAMIC HT  -         239.254 (meters)     784.95  (feet)  COMP
 AB8694  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 AB8694
 AB8694  VERT ORDER  -  THIRD
 AB8694
 AB8694.The horizontal coordinates were scaled from a topographic map and have
 AB8694.an estimated accuracy of +/- 6 seconds.
 AB8694
 AB8694.The orthometric height was determined by differential leveling
 AB8694.and adjusted in February 1997.
 AB8694
 AB8694.The geoid height was determined by GEOID03.
 AB8694
 AB8694.The dynamic height is computed by dividing the NAVD 88
 AB8694.geopotential number by the normal gravity value computed on the
 AB8694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8694.degrees latitude (g = 980.6199 gals.).
 AB8694
 AB8694.The modeled gravity was interpolated from observed gravity values.
 AB8694
 AB8694;                    North         East    Units  Estimated Accuracy
 AB8694;SPC CA 6     -   694,410.    1,855,040.      MT  (+/- 180 meters Scaled)
 AB8694
 AB8694                          SUPERSEDED SURVEY CONTROL
 AB8694
 AB8694.No superseded survey control is available for this station.
 AB8694
 AB8694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT244524(NAD 83)
 AB8694_MARKER: DB = BENCH MARK DISK
 AB8694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8694_STAMPING: 26 RESET 1981
 AB8694_MARK LOGO: MWDSC 
 AB8694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8694+STABILITY: SURFACE MOTION
 AB8694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8694+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1994
 AB8694
 AB8694  HISTORY     - Date     Condition        Report By
 AB8694  HISTORY     - 1981     MONUMENTED       MWDSC
 AB8694  HISTORY     - 19940324 GOOD             MWDSC
 AB8694
 AB8694                          STATION DESCRIPTION
 AB8694
 AB8694'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8694'YORBA LINDA, FROM THE INTERSECTION OF VALLEY VIEW AVE AND BROOKLYN AVE
 AB8694'AT THE ENTRANCE ROAD TO METROPOLITAN WATER DISTRICT DIEMER FILTRATION
 AB8694'PLANT, PROCEED ALONG ACCESS ROAD 0.8 MILES (1.3 KM) UPHILL TO ENTRANCE
 AB8694'GATE, CONTINUE 0.45 MILES (0.72 KM) ON ACCESS ROAD TO DIRT ROAD
 AB8694'LEADING SOUTH, MONUMENT IS 39 FEET (11.9 M) NORTHEAST OF THE SOUTHWEST
 AB8694'END OF GUARD RAIL, 7.5 FEET (2.3 M) SOUTHEASTERLY OF THE EAST EDGE OF
 AB8694'THE A/C ROAD, 3 FEET (0.9 M) SOUTHEASTERLY OF GUARD RAIL, A 3 INCH MWD
 AB8694'BRASS DISK STAMPED - 26 RESET 1981 - FLUSH IN 4 BY 4 INCH CONCRETE
 AB8694'POST FLUSH WITH GROUND.  REFERENCE MWD FB 2205 03 042.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0336 ***********************************************************************
 LV0336  DESIGNATION -  26 RS USGS
 LV0336  PID         -  LV0336
 LV0336  STATE/COUNTY-  CA/HUMBOLDT
 LV0336  USGS QUAD   -  HYDESVILLE (1979)
 LV0336
 LV0336                         *CURRENT SURVEY CONTROL
 LV0336  ___________________________________________________________________
 LV0336* NAD 83(1986)-  40 30 44.     (N)    124 00 48.     (W)     SCALED    
 LV0336* NAVD 88     -        50.84   (+/-2cm)     166.8    (feet)  VERTCON   
 LV0336  ___________________________________________________________________
 LV0336  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LV0336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LV0336
 LV0336.The horizontal coordinates were scaled from a topographic map and have
 LV0336.an estimated accuracy of +/- 6 seconds.
 LV0336
 LV0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0336.The vertical order pertains to the NGVD 29 superseded value.
 LV0336
 LV0336.The geoid height was determined by GEOID03.
 LV0336
 LV0336;                    North         East    Units  Estimated Accuracy
 LV0336;SPC CA 1     -   632,860.    1,829,400.      MT  (+/- 180 meters Scaled)
 LV0336
 LV0336                          SUPERSEDED SURVEY CONTROL
 LV0336
 LV0336  NGVD 29 (??/??/??)   49.864  (m)          163.60   (f) ADJUSTED    2 0
 LV0336
 LV0336.Superseded values are not recommended for survey control.
 LV0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0336.See file dsdata.txt to determine how the superseded data were derived.
 LV0336
 LV0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK141851(NAD 83)
 LV0336_MARKER: DD = SURVEY DISK
 LV0336_SETTING: 0 = UNSPECIFIED SETTING
 LV0336_STAMPING: 26 RS
 LV0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0336
 LV0336  HISTORY     - Date     Condition        Report By
 LV0336  HISTORY     - UNK      MONUMENTED       USGS
 LV0336  HISTORY     - 1935     GOOD             NGS
 LV0336
 LV0336                          STATION DESCRIPTION
 LV0336
 LV0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LV0336'3.6 MI E FROM CARLOTTA.
 LV0336'3.6 MILES EAST ALONG STATE HIGHWAY 36 FROM THE NORTHWESTERN
 LV0336'PACIFIC RAILROAD STATION AT CARLOTTA, HUMBOLDT COUNTY, 75 FEET
 LV0336'SOUTHEAST OF A HOUSE OWNED IN 1935 BY THE HAMMOND LUMBER CO.,
 LV0336'AND 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 LV0336'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 26 RS AND SET
 LV0336'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1050 ***********************************************************************
 KT1050  DESIGNATION -  26 S USGS
 KT1050  PID         -  KT1050
 KT1050  STATE/COUNTY-  CA/MENDOCINO
 KT1050  USGS QUAD   -  JAMISON RIDGE (1994)
 KT1050
 KT1050                         *CURRENT SURVEY CONTROL
 KT1050  ___________________________________________________________________
 KT1050* NAD 83(1986)-  39 38 00.     (N)    123 11 28.     (W)     SCALED    
 KT1050* NAVD 88     -       704.56   (+/-2cm)    2311.5    (feet)  VERTCON   
 KT1050  ___________________________________________________________________
 KT1050  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 KT1050  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1050
 KT1050.The horizontal coordinates were scaled from a topographic map and have
 KT1050.an estimated accuracy of +/- 6 seconds.
 KT1050
 KT1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1050.The vertical order pertains to the NGVD 29 superseded value.
 KT1050
 KT1050.The geoid height was determined by GEOID03.
 KT1050
 KT1050;                    North         East    Units  Estimated Accuracy
 KT1050;SPC CA 2     -   718,990.    1,897,750.      MT  (+/- 180 meters Scaled)
 KT1050
 KT1050                          SUPERSEDED SURVEY CONTROL
 KT1050
 KT1050  NGVD 29 (??/??/92)  703.607  (m)         2308.42   (f) ADJ UNCH    1 2
 KT1050
 KT1050.Superseded values are not recommended for survey control.
 KT1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1050.See file dsdata.txt to determine how the superseded data were derived.
 KT1050
 KT1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ836870(NAD 83)
 KT1050_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT1050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT1050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT1050_STAMPING: 26 S 1924 2308
 KT1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1050
 KT1050  HISTORY     - Date     Condition        Report By
 KT1050  HISTORY     - 1924     MONUMENTED       USGS
 KT1050  HISTORY     - 1965     GOOD             NGS
 KT1050
 KT1050                          STATION DESCRIPTION
 KT1050
 KT1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1050'AT EDEN VALLEY RANCH.
 KT1050'AT EDEN VALLEY RANCH, IN THE EAST EDGE OF THE RANCH-HOUSE YARD,
 KT1050'23 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF
 KT1050'THE CENTER OF THE EAST YARD GATE, 2.8 FEET WEST OF A FENCE, ABOUT
 KT1050'2 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF AN IRON
 KT1050'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3024 ***********************************************************************
 HS3024  DESIGNATION -  26 SPCO
 HS3024  PID         -  HS3024
 HS3024  STATE/COUNTY-  CA/SANTA CLARA
 HS3024  USGS QUAD   -  MILPITAS (1980)
 HS3024
 HS3024                         *CURRENT SURVEY CONTROL
 HS3024  ___________________________________________________________________
 HS3024* NAD 83(1986)-  37 22 40.     (N)    121 56 52.     (W)     SCALED    
 HS3024* NAVD 88     -        12.19   (+/-2cm)      40.0    (feet)  VERTCON   
 HS3024  ___________________________________________________________________
 HS3024  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HS3024  VERT ORDER  -  THIRD (See Below)
 HS3024
 HS3024.The horizontal coordinates were scaled from a topographic map and have
 HS3024.an estimated accuracy of +/- 6 seconds.
 HS3024
 HS3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3024.The vertical order pertains to the NGVD 29 superseded value.
 HS3024
 HS3024.The geoid height was determined by GEOID03.
 HS3024
 HS3024;                    North         East    Units  Estimated Accuracy
 HS3024;SPC CA 3     -   598,410.    1,871,780.      MT  (+/- 180 meters Scaled)
 HS3024
 HS3024                          SUPERSEDED SURVEY CONTROL
 HS3024
 HS3024  NGVD 29 (??/??/??)   11.36   (m)           37.3    (f) RESET       3  
 HS3024
 HS3024.Superseded values are not recommended for survey control.
 HS3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3024.See file dsdata.txt to determine how the superseded data were derived.
 HS3024
 HS3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG931373(NAD 83)
 HS3024_MARKER: Z = SEE DESCRIPTION
 HS3024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3024
 HS3024  HISTORY     - Date     Condition        Report By
 HS3024  HISTORY     - UNK      MONUMENTED       SPRR
 HS3024  HISTORY     - 1954     MARK NOT FOUND   NGS
 HS3024
 HS3024                          STATION DESCRIPTION
 HS3024
 HS3024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS3024'1.3 MI S FROM AGNEW.
 HS3024'LOCATION-- ALONG THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY,
 HS3024'ABOUT 0.2 MILE NORTH OF MILE POST 43, 120 YARDS SOUTH OF RAILROAD
 HS3024'YARD LIMIT SIGN BOARD, 30 FEET EAST OF TRACK ON RIGHT OF WAY
 HS3024'FENCE LINE.  AT T FENCE EAST.  TOP OF BATTERED ONE INCH IRON
 HS3024'PIPE, 9 INCHES ABOVE GROUND.  NOTE-- APRIL 1936 IT WAS REPORTED
 HS3024'MARK WAS PROBABLY DESTROYED BY CHANGE IN GRADE OF RAILROAD FOR
 HS3024'NEARBY UNDERPASS, CONSIDERABLE ADDITIONAL FILL HAS BEEN PUT IN
 HS3024'AT THE APPROXIMATE LOCATION OF OLD MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2426 ***********************************************************************
 HS2426  DESIGNATION -  26 USGS
 HS2426  PID         -  HS2426
 HS2426  STATE/COUNTY-  CA/STANISLAUS
 HS2426  USGS QUAD   -  NEWMAN (1978)
 HS2426
 HS2426                         *CURRENT SURVEY CONTROL
 HS2426  ___________________________________________________________________
 HS2426* NAD 83(1986)-  37 19 09.     (N)    121 07 18.     (W)     SCALED    
 HS2426* NAVD 88     -        61.74   (+/-2cm)     202.6    (feet)  VERTCON   
 HS2426  ___________________________________________________________________
 HS2426  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HS2426  VERT ORDER  -  THIRD (See Below)
 HS2426
 HS2426.The horizontal coordinates were scaled from a topographic map and have
 HS2426.an estimated accuracy of +/- 6 seconds.
 HS2426
 HS2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2426.The vertical order pertains to the NGVD 29 superseded value.
 HS2426
 HS2426.The geoid height was determined by GEOID03.
 HS2426
 HS2426;                    North         East    Units  Estimated Accuracy
 HS2426;SPC CA 3     -   591,100.    1,944,900.      MT  (+/- 180 meters Scaled)
 HS2426
 HS2426                          SUPERSEDED SURVEY CONTROL
 HS2426
 HS2426  NGVD 29 (??/??/??)   60.97   (m)          200.0    (f) RESET       3  
 HS2426
 HS2426.Superseded values are not recommended for survey control.
 HS2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2426.See file dsdata.txt to determine how the superseded data were derived.
 HS2426
 HS2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG664319(NAD 83)
 HS2426_MARKER: DD = SURVEY DISK
 HS2426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2426_SP_SET: BRIDGE
 HS2426_STAMPING: 26 165 FT 1935
 HS2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2426
 HS2426  HISTORY     - Date     Condition        Report By
 HS2426  HISTORY     - 1935     MONUMENTED       USGS
 HS2426  HISTORY     - 1957     GOOD             NGS
 HS2426  HISTORY     - 1965     GOOD             NGS
 HS2426
 HS2426                          STATION DESCRIPTION
 HS2426
 HS2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS2426'5.9 MI W FROM NEWMAN.
 HS2426'0.4 MILE NORTHWEST ALONG N STREET FROM THE SOUTHERN PACIFIC
 HS2426'COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.4 MILE WEST ALONG
 HS2426'YOLO STREET, THENCE 5.1 MILES WEST ALONG ORESTIMBA ROAD, AT A
 HS2426'WOODEN BRIDGE OVER A CREEK, IN THE TOP OF THE CENTER OF THE
 HS2426'NORTHWEST CONCRETE WING WALL, 13 FEET NORTH OF THE CENTER LINE OF
 HS2426'THE ROAD, 1.0 FOOT NORTH OF A WOODEN GUARDRAIL, AND ABOUT LEVEL
 HS2426'WITH THE ROAD.
 HS2426
 HS2426                          STATION RECOVERY (1965)
 HS2426
 HS2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0383 ***********************************************************************
 JT0383  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0383  DESIGNATION -  26 USN
 JT0383  PID         -  JT0383
 JT0383  STATE/COUNTY-  CA/CONTRA COSTA
 JT0383  USGS QUAD   -  VINE HILL (1980)
 JT0383
 JT0383                         *CURRENT SURVEY CONTROL
 JT0383  ___________________________________________________________________
 JT0383* NAD 83(1986)-  38 02 43.     (N)    122 01 54.     (W)     SCALED    
 JT0383* NAVD 88     -         6.09   (+/-2cm)      20.0    (feet)  VERTCON   
 JT0383  ___________________________________________________________________
 JT0383  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JT0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0383
 JT0383.The horizontal coordinates were scaled from a topographic map and have
 JT0383.an estimated accuracy of +/- 6 seconds.
 JT0383
 JT0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0383.The vertical order pertains to the NGVD 29 superseded value.
 JT0383
 JT0383.This Tidal Bench Mark is designated as VM 1003
 JT0383.by the Center for Operational Oceanographic Products and Services.
 JT0383
 JT0383.The geoid height was determined by GEOID03.
 JT0383
 JT0383;                    North         East    Units  Estimated Accuracy
 JT0383;SPC CA 3     -   672,600.    1,865,570.      MT  (+/- 180 meters Scaled)
 JT0383
 JT0383                          SUPERSEDED SURVEY CONTROL
 JT0383
 JT0383  NGVD 29 (??/??/92)    5.30   (m)           17.4    (f) COMPUTED    1 2
 JT0383
 JT0383.Superseded values are not recommended for survey control.
 JT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0383.See file dsdata.txt to determine how the superseded data were derived.
 JT0383
 JT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH849112(NAD 83)
 JT0383_MARKER: B = BOLT
 JT0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0383_SP_SET: BRIDGE SIDEWALK
 JT0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0383
 JT0383  HISTORY     - Date     Condition        Report By
 JT0383  HISTORY     - UNK      MONUMENTED       DOD
 JT0383  HISTORY     - 1951     GOOD             NGS
 JT0383  HISTORY     - 1962     GOOD             NGS
 JT0383
 JT0383                          STATION DESCRIPTION
 JT0383
 JT0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0383'AT PORT CHICAGO.
 JT0383'CT 26
 JT0383'AT PORT CHICAGO, ABOUT 0.6 MILE WEST OF THE SOUTHERN PACIFIC
 JT0383'RAILROAD STATION, AT THE U.S. NAVAL MAGAZINE, AT THE NORTH END OF
 JT0383'THE TAYLOR AVENUE BRIDGE OVER THE TRACKS, IN THE TOP OF THE
 JT0383'NORTH END OF THE WEST CONCRETE SIDEWALK, 15.5 FEET WEST OF THE
 JT0383'CENTER LINE OF THE AVENUE, AND 1.0 FOOT HIGHER THAN THE AVENUE.
 JT0383'NOTE-- REPORTED IN AUGUST 1956 THAT THE BOLT IS STAMPED CT 26.
 JT0383
 JT0383                          STATION RECOVERY (1962)
 JT0383
 JT0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JT0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0408 ***********************************************************************
 JT0408  DESIGNATION -  26.055 NCA
 JT0408  PID         -  JT0408
 JT0408  STATE/COUNTY-  CA/NAPA
 JT0408  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT0408
 JT0408                         *CURRENT SURVEY CONTROL
 JT0408  ___________________________________________________________________
 JT0408* NAD 83(1986)-  38 13 02.     (N)    122 16 25.     (W)     SCALED    
 JT0408* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 JT0408  ___________________________________________________________________
 JT0408  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JT0408  VERT ORDER  -  THIRD (See Below)
 JT0408
 JT0408.This mark is at Napa County Airport (APC)
 JT0408
 JT0408.The horizontal coordinates were scaled from a topographic map and have
 JT0408.an estimated accuracy of +/- 6 seconds.
 JT0408
 JT0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0408.The vertical order pertains to the NGVD 29 superseded value.
 JT0408
 JT0408.The geoid height was determined by GEOID03.
 JT0408
 JT0408;                    North         East    Units  Estimated Accuracy
 JT0408;SPC CA 2     -   561,150.    1,976,040.      MT  (+/- 180 meters Scaled)
 JT0408
 JT0408                          SUPERSEDED SURVEY CONTROL
 JT0408
 JT0408  NGVD 29 (??/??/??)    7.98   (m)           26.2    (f) RESET       3  
 JT0408
 JT0408.Superseded values are not recommended for survey control.
 JT0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0408.See file dsdata.txt to determine how the superseded data were derived.
 JT0408
 JT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH635301(NAD 83)
 JT0408_MARKER: O = CHISELED CIRCLE
 JT0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0408_SP_SET: GAS STATION FOUNDATION
 JT0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0408
 JT0408  HISTORY     - Date     Condition        Report By
 JT0408  HISTORY     - UNK      MONUMENTED       CA-055
 JT0408  HISTORY     - 1951     GOOD             NGS
 JT0408  HISTORY     - 1975     GOOD             NGS
 JT0408  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JT0408  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JT0408
 JT0408                          STATION DESCRIPTION
 JT0408
 JT0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0408'7 MI S FROM NAPA.
 JT0408'6.1 MILES SOUTH AND 0.9 MILES WEST, AT THE NAPA COUNTY AIRPORT,
 JT0408'ABOUT 85 YARDS WEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION
 JT0408'BUILDING, ON THE TOP OF THE CIRCULAR CONCRETE FOUNDATION OF THE
 JT0408'AIRPORT GAS STATION, 15.0 FEET SOUTH OF THE DOOR TO THE GAS
 JT0408'STATION BUILDING, 0.8 FEET NORTH OF THE SOUTH EDGE OF THE
 JT0408'FOUNDATION, 0.4 FEET HIGHER THAN THE TAXI STRIP, AND SET 0.2
 JT0408'FEET SOUTH OF THE SOUTH EDGE OF AN 8-INCH CIRCULAR CAST IRON
 JT0408'HOLDER USED FOR THE AIR AND WATER HOSES.
 JT0408
 JT0408                          STATION RECOVERY (1975)
 JT0408
 JT0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JT0408'RECOVERED IN GOOD CONDITION.
 JT0408
 JT0408                          STATION RECOVERY (1990)
 JT0408
 JT0408'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 JT0408'MARK NOT FOUND.
 JT0408
 JT0408                          STATION RECOVERY (1990)
 JT0408
 JT0408'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2340 ***********************************************************************
 JS2340  DESIGNATION -  26.19
 JS2340  PID         -  JS2340
 JS2340  STATE/COUNTY-  CA/YOLO
 JS2340  USGS QUAD   -  GRAYS BEND (1975)
 JS2340
 JS2340                         *CURRENT SURVEY CONTROL
 JS2340  ___________________________________________________________________
 JS2340* NAD 83(1986)-  38 40 38.     (N)    121 38 37.     (W)     SCALED    
 JS2340* NAVD 88     -         8.79   (+/-2cm)      28.8    (feet)  VERTCON   
 JS2340  ___________________________________________________________________
 JS2340  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JS2340  VERT ORDER  -  THIRD (See Below)
 JS2340
 JS2340.The horizontal coordinates were scaled from a topographic map and have
 JS2340.an estimated accuracy of +/- 6 seconds.
 JS2340
 JS2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2340.The vertical order pertains to the NGVD 29 superseded value.
 JS2340
 JS2340.The geoid height was determined by GEOID03.
 JS2340
 JS2340;                    North         East    Units  Estimated Accuracy
 JS2340;SPC CA 2     -   612,240.    2,031,010.      MT  (+/- 180 meters Scaled)
 JS2340
 JS2340                          SUPERSEDED SURVEY CONTROL
 JS2340
 JS2340  NGVD 29 (??/??/??)    8.03   (m)           26.3    (f) RESET       3  
 JS2340
 JS2340.Superseded values are not recommended for survey control.
 JS2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2340.See file dsdata.txt to determine how the superseded data were derived.
 JS2340
 JS2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH179818(NAD 83)
 JS2340_MARKER: Z = SEE DESCRIPTION
 JS2340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS2340_SP_SET: BRIDGE
 JS2340_MARK LOGO: USGS  
 JS2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS2340
 JS2340  HISTORY     - Date     Condition        Report By
 JS2340  HISTORY     - UNK      MONUMENTED       USGS
 JS2340  HISTORY     - 1959     GOOD             NGS
 JS2340
 JS2340                          STATION DESCRIPTION
 JS2340
 JS2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JS2340'7 MI E FROM WOODLAND.
 JS2340'ABOUT 0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 JS2340'THE STATION AT WOODLAND, THENCE 6.65 MILES EAST ALONG STATE
 JS2340'HIGHWAY 16, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 JS2340'CURB OF BRIDGE 22-31 OVER TULE CANAL, 15 FEET SOUTH OF THE
 JS2340'CENTER LINE OF THE HIGHWAY AND 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0599 ***********************************************************************
 HS0599  DESIGNATION -  26.21
 HS0599  PID         -  HS0599
 HS0599  STATE/COUNTY-  CA/STANISLAUS
 HS0599  USGS QUAD   -  SOLYO (1991)
 HS0599
 HS0599                         *CURRENT SURVEY CONTROL
 HS0599  ___________________________________________________________________
 HS0599* NAD 83(1986)-  37 35 40.     (N)    121 18 54.     (W)     SCALED    
 HS0599* NAVD 88     -        58.91   (+/-2cm)     193.3    (feet)  VERTCON   
 HS0599  ___________________________________________________________________
 HS0599  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 HS0599  VERT ORDER  -  THIRD (See Below)
 HS0599
 HS0599.The horizontal coordinates were scaled from a topographic map and have
 HS0599.an estimated accuracy of +/- 6 seconds.
 HS0599
 HS0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0599.The vertical order pertains to the NGVD 29 superseded value.
 HS0599
 HS0599.The geoid height was determined by GEOID03.
 HS0599
 HS0599;                    North         East    Units  Estimated Accuracy
 HS0599;SPC CA 3     -   621,780.    1,928,030.      MT  (+/- 180 meters Scaled)
 HS0599
 HS0599                          SUPERSEDED SURVEY CONTROL
 HS0599
 HS0599  NGVD 29 (??/??/??)   58.15   (m)          190.8    (f) RESET       3  
 HS0599
 HS0599.Superseded values are not recommended for survey control.
 HS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0599.See file dsdata.txt to determine how the superseded data were derived.
 HS0599
 HS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG487621(NAD 83)
 HS0599_MARKER: DD = SURVEY DISK
 HS0599_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HS0599_SP_SET: BRIDGE CURB
 HS0599_STAMPING: 26.21
 HS0599_MARK LOGO: BOR   
 HS0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0599
 HS0599  HISTORY     - Date     Condition        Report By
 HS0599  HISTORY     - UNK      MONUMENTED       BOR
 HS0599  HISTORY     - 1965     GOOD             NGS
 HS0599  HISTORY     - 197412   GOOD             NGS
 HS0599
 HS0599                          STATION DESCRIPTION
 HS0599
 HS0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS0599'3.9 MI SW FROM VERNALIS.
 HS0599'2.4 MILES SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0599'OFFICE AT VERNALIS, THENCE 1.5 MILES WEST ALONG GAFFERY ROAD, 0.5
 HS0599'MILE WEST OF BENCH MARKS Q 745 AND R 933, IN THE TOP OF THE WEST
 HS0599'END OF THE SOUTH CONCRETE CURB OF BRIDGE 26.21 OVER THE DELTA-MENDOTA
 HS0599'CANAL, 13.1 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6
 HS0599'FEET EAST OF THE WEST END OF THE CURB, AND ABOUT 0.8 FOOT HIGHER
 HS0599'THAN THE ROAD.
 HS0599
 HS0599                          STATION RECOVERY (1974)
 HS0599
 HS0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 HS0599'RECOVERED IN GOOD CONDITION IN SECTION 16, T4S, R6E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0526 ***********************************************************************
 KT0526  DESIGNATION -  260 USGS
 KT0526  PID         -  KT0526
 KT0526  STATE/COUNTY-  CA/COLUSA
 KT0526  USGS QUAD   -  SITES (1973)
 KT0526
 KT0526                         *CURRENT SURVEY CONTROL
 KT0526  ___________________________________________________________________
 KT0526* NAD 83(1986)-  39 18 27.     (N)    122 19 34.     (W)     SCALED    
 KT0526* NAVD 88     -        80.25   (+/-2cm)     263.3    (feet)  VERTCON   
 KT0526  ___________________________________________________________________
 KT0526  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 KT0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0526
 KT0526.The horizontal coordinates were scaled from a topographic map and have
 KT0526.an estimated accuracy of +/- 6 seconds.
 KT0526
 KT0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0526.The vertical order pertains to the NGVD 29 superseded value.
 KT0526
 KT0526.The geoid height was determined by GEOID03.
 KT0526
 KT0526;                    North         East    Units  Estimated Accuracy
 KT0526;SPC CA 2     -   682,190.    1,971,880.      MT  (+/- 180 meters Scaled)
 KT0526
 KT0526                          SUPERSEDED SURVEY CONTROL
 KT0526
 KT0526  NGVD 29 (??/??/92)   79.460  (m)          260.69   (f) ADJ UNCH    2 0
 KT0526
 KT0526.Superseded values are not recommended for survey control.
 KT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0526.See file dsdata.txt to determine how the superseded data were derived.
 KT0526
 KT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ581511(NAD 83)
 KT0526_MARKER: Q = CHISELED SQUARE
 KT0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0526_SP_SET: BRIDGE
 KT0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0526
 KT0526  HISTORY     - Date     Condition        Report By
 KT0526  HISTORY     - UNK      MONUMENTED       USGS
 KT0526  HISTORY     - 1935     GOOD             NGS
 KT0526  HISTORY     - 1989     GOOD             USPSQD
 KT0526
 KT0526                          STATION DESCRIPTION
 KT0526
 KT0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0526'8.2 MI W FROM MAXWELL.
 KT0526'8.2 MILES WEST ALONG THE LEESVILLE ROAD FROM MAXWELL, COLUSA
 KT0526'COUNTY, 0.6 MILE EAST OF THE ROAD JUNCTION AT SITES, 68 FEET
 KT0526'NORTHEAST OF BENCH MARK H 296 (USGS) DESCRIBED ABOVE, AT THE
 KT0526'NORTHWEST CORNER OF A CONCRETE BRIDGE, AND ON THE TOP OF THE
 KT0526'ABUTMENT.  A CHISELED SQUARE.
 KT0526
 KT0526                          STATION RECOVERY (1989)
 KT0526
 KT0526'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0802 ***********************************************************************
 FU0802  DESIGNATION -  260+00 CAHD
 FU0802  PID         -  FU0802
 FU0802  STATE/COUNTY-  CA/TULARE
 FU0802  USGS QUAD   -  DELANO WEST (1969)
 FU0802
 FU0802                         *CURRENT SURVEY CONTROL
 FU0802  ___________________________________________________________________
 FU0802* NAD 83(1986)-  35 51 34.     (N)    119 16 07.     (W)     SCALED    
 FU0802* NAVD 88     -        88.76   (+/-2cm)     291.2    (feet)  VERTCON   
 FU0802  ___________________________________________________________________
 FU0802  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FU0802  VERT ORDER  -  THIRD (See Below)
 FU0802
 FU0802.The horizontal coordinates were scaled from a topographic map and have
 FU0802.an estimated accuracy of +/- 6 seconds.
 FU0802
 FU0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0802.The vertical order pertains to the NGVD 29 superseded value.
 FU0802
 FU0802.The geoid height was determined by GEOID03.
 FU0802
 FU0802;                    North         East    Units  Estimated Accuracy
 FU0802;SPC CA 4     -   558,410.    1,975,740.      MT  (+/- 180 meters Scaled)
 FU0802
 FU0802                          SUPERSEDED SURVEY CONTROL
 FU0802
 FU0802  NGVD 29 (??/??/??)   87.94   (m)          288.5    (f) RESET       3  
 FU0802
 FU0802.Superseded values are not recommended for survey control.
 FU0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0802.See file dsdata.txt to determine how the superseded data were derived.
 FU0802
 FU0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV951707(NAD 83)
 FU0802_MARKER: DD = SURVEY DISK
 FU0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0802+STABILITY: SURFACE MOTION
 FU0802
 FU0802  HISTORY     - Date     Condition        Report By
 FU0802  HISTORY     - UNK      MONUMENTED       CADH
 FU0802  HISTORY     - 1957     GOOD             NGS
 FU0802  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0802
 FU0802                          STATION DESCRIPTION
 FU0802
 FU0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0802'1.7 MI S FROM EARLIMART.
 FU0802'1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0802'THE STATION AT EARLIMART, IN R25E T24S S9, 0.2 MILE SOUTH OF THE
 FU0802'ABANDONED CROSSING OF AVENUE 40 (6E), BETWEEN THE EAST AND WEST
 FU0802'TRAFFIC LANES OF U.S. HIGHWAY 99, 53 1/2 FEET EAST OF THE CENTER
 FU0802'LINE OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER
 FU0802'LINE OF THE EAST LANES OF THE HIGHWAY, 1.1 FEET SOUTH OF A STEEL
 FU0802'WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST LANES OF THE
 FU0802'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FU0802'GROUND.
 FU0802
 FU0802                          STATION RECOVERY (1969)
 FU0802
 FU0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0611 ***********************************************************************
 FU0611  DESIGNATION -  260.5 USGS
 FU0611  PID         -  FU0611
 FU0611  STATE/COUNTY-  CA/KERN
 FU0611  USGS QUAD   -  WASCO SW (1973)
 FU0611
 FU0611                         *CURRENT SURVEY CONTROL
 FU0611  ___________________________________________________________________
 FU0611* NAD 83(1986)-  35 36 03.     (N)    119 27 20.     (W)     SCALED    
 FU0611* NAVD 88     -        79.77   (+/-2cm)     261.7    (feet)  VERTCON   
 FU0611  ___________________________________________________________________
 FU0611  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 FU0611  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU0611
 FU0611.The horizontal coordinates were scaled from a topographic map and have
 FU0611.an estimated accuracy of +/- 6 seconds.
 FU0611
 FU0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0611.The vertical order pertains to the NGVD 29 superseded value.
 FU0611
 FU0611.The geoid height was determined by GEOID03.
 FU0611
 FU0611;                    North         East    Units  Estimated Accuracy
 FU0611;SPC CA 5     -   734,000.    1,868,100.      MT  (+/- 180 meters Scaled)
 FU0611
 FU0611                          SUPERSEDED SURVEY CONTROL
 FU0611
 FU0611  NGVD 29 (??/??/92)   79.01   (m)          259.2    (f) COMPUTED    1 2
 FU0611
 FU0611.Superseded values are not recommended for survey control.
 FU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0611.See file dsdata.txt to determine how the superseded data were derived.
 FU0611
 FU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV775424(NAD 83)
 FU0611_MARKER: Z = SEE DESCRIPTION
 FU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0611+STABILITY: SURFACE MOTION
 FU0611
 FU0611  HISTORY     - Date     Condition        Report By
 FU0611  HISTORY     - UNK      MONUMENTED       USGS
 FU0611  HISTORY     - 1954     GOOD             NGS
 FU0611  HISTORY     - 1969     GOOD             NGS
 FU0611
 FU0611                          STATION DESCRIPTION
 FU0611
 FU0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU0611'6.9 MI W FROM WASCO.
 FU0611'6.9 MILES WEST ALONG U.S. HIGHWAY 466 FROM THE JUNCTION OF F
 FU0611'STREET AT WASCO, AT THE INTERSECTION OF MC KIBBEN ROAD, IN LINE
 FU0611'WITH THREE MAIL BOXES, 42 1/2 FEET SOUTH OF POWER LINE POLE
 FU0611'54/1, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 29.2 FEET
 FU0611'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTH OF A
 FU0611'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 FU0611'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FU0611
 FU0611                          STATION RECOVERY (1969)
 FU0611
 FU0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3927 ***********************************************************************
 EW3927  DESIGNATION -  2602 TRI CO
 EW3927  PID         -  EW3927
 EW3927  STATE/COUNTY-  CA/SAN LUIS OBISPO
 EW3927  USGS QUAD   -  CUYAMA (1964)
 EW3927
 EW3927                         *CURRENT SURVEY CONTROL
 EW3927  ___________________________________________________________________
 EW3927* NAD 83(1986)-  34 53 51.     (N)    119 30 18.     (W)     SCALED    
 EW3927* NAVD 88     -       794.64   (+/-2cm)    2607.1    (feet)  VERTCON   
 EW3927  ___________________________________________________________________
 EW3927  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 EW3927  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3927
 EW3927.The horizontal coordinates were scaled from a topographic map and have
 EW3927.an estimated accuracy of +/- 6 seconds.
 EW3927
 EW3927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3927.The vertical order pertains to the NGVD 29 superseded value.
 EW3927
 EW3927.The geoid height was determined by GEOID03.
 EW3927
 EW3927;                    North         East    Units  Estimated Accuracy
 EW3927;SPC CA 5     -   656,050.    1,862,460.      MT  (+/- 180 meters Scaled)
 EW3927
 EW3927                          SUPERSEDED SURVEY CONTROL
 EW3927
 EW3927  NGVD 29 (??/??/92)  793.771  (m)         2604.23   (f) ADJ UNCH    1 1
 EW3927
 EW3927.Superseded values are not recommended for survey control.
 EW3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3927.See file dsdata.txt to determine how the superseded data were derived.
 EW3927
 EW3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU711645(NAD 83)
 EW3927_MARKER: P = PIPE CAP
 EW3927_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3927_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3927_STAMPING: TRI CO HIWAY B M ELEV 2602.11
 EW3927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3927
 EW3927  HISTORY     - Date     Condition        Report By
 EW3927  HISTORY     - UNK      MONUMENTED       CADH
 EW3927  HISTORY     - 1968     GOOD             NGS
 EW3927  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW3927  HISTORY     - 19960108 MARK NOT FOUND   USPSQD
 EW3927
 EW3927                          STATION DESCRIPTION
 EW3927
 EW3927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW3927'16.8 MI SW FROM MARICOPA.
 EW3927'16.8 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 EW3927'AT MARICOPA, AT SANTA BARBARA-SAN LUIS OBISPO COUNTY LINE,
 EW3927'103 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 EW3927'NORTH OF THE CENTER LINE OF A TRACK ROAD WEST, 81.6 FEET WEST
 EW3927'OF THE WEST ONE OF TWO POST SUPPORTING SANTA BARBARA CO. LINE
 EW3927'SIGN, ABOUT LEVEL WITH THE HIGHWAY, AND WELDED ON THE TOP OF A
 EW3927'2-INCH IRON PIPE FLUSH WITH THE GROUND.
 EW3927
 EW3927                          STATION RECOVERY (1977)
 EW3927
 EW3927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW3927'NOT RECOVERED.
 EW3927
 EW3927                          STATION RECOVERY (1996)
 EW3927
 EW3927'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW3927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0961 ***********************************************************************
 LU0961  DESIGNATION -  2602 USDA RESET
 LU0961  PID         -  LU0961
 LU0961  STATE/COUNTY-  CA/TRINITY
 LU0961  USGS QUAD   -  HAYFORK SUMMIT (1982)
 LU0961
 LU0961                         *CURRENT SURVEY CONTROL
 LU0961  ___________________________________________________________________
 LU0961* NAD 83(2007)-  40 35 01.96140(N)    123 04 22.01480(W)     ADJUSTED  
 LU0961* NAVD 88     -       794.19   (meters)    2605.6    (feet)  LEVELING  
 LU0961  ___________________________________________________________________
 LU0961  EPOCH DATE  -        2007.00
 LU0961  X           -  -2,647,408.098 (meters)                     COMP
 LU0961  Y           -  -4,065,335.947 (meters)                     COMP
 LU0961  Z           -   4,127,937.082 (meters)                     COMP
 LU0961  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 LU0961  ELLIP HEIGHT-         767.042 (meters)          (02/10/07) ADJUSTED
 LU0961  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 LU0961
 LU0961  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LU0961  Type    PID    Designation                      North   East  Ellip
 LU0961  -------------------------------------------------------------------
 LU0961  NETWORK LU0961 2602 USDA RESET                   0.67   0.69   2.49
 LU0961  -------------------------------------------------------------------
 LU0961  VERT ORDER  -  THIRD ?
 LU0961
 LU0961.The horizontal coordinates were established by GPS observations
 LU0961.and adjusted by the National Geodetic Survey in February 2007.
 LU0961
 LU0961.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 LU0961.See www.ngs.noaa.gov/NationalReadjustment for more information.
 LU0961.The horizontal coordinates are valid at the epoch date displayed above.
 LU0961.The epoch date for horizontal control is a decimal equivalence
 LU0961.of Year/Month/Day.
 LU0961
 LU0961.The orthometric height was determined by differential leveling.
 LU0961.The vertical network tie was performed by a horz. field party for horz.
 LU0961.obs reductions. Reset procedures were used to establish the elevation.
 LU0961
 LU0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LU0961
 LU0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU0961
 LU0961.The ellipsoidal height was determined by GPS observations
 LU0961.and is referenced to NAD 83.
 LU0961
 LU0961.The geoid height was determined by GEOID03.
 LU0961
 LU0961;                    North         East     Units Scale Factor Converg.
 LU0961;SPC CA 1     -   639,412.916 1,909,187.007   MT  0.99990420   -0 42 05.3
 LU0961;SPC CA 1     - 2,097,807.21  6,263,724.37   sFT  0.99990420   -0 42 05.3
 LU0961;UTM  10      - 4,492,567.808   493,840.597   MT  0.99960047   -0 02 50.5
 LU0961
 LU0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU0961!SPC CA 1     -   0.99987969  x   0.99990420  =   0.99978390
 LU0961!UTM  10      -   0.99987969  x   0.99960047  =   0.99948021
 LU0961
 LU0961                          SUPERSEDED SURVEY CONTROL
 LU0961
 LU0961  NAD 83(1998)-  40 35 01.96059(N)    123 04 22.01460(W) AD(2004.69) B
 LU0961  ELLIP H (09/28/05)  767.062  (m)                       GP(       ) 4 1
 LU0961  NAD 83(1992)-  40 35 01.95665(N)    123 04 22.00928(W) AD(1991.35) 1
 LU0961  ELLIP H (06/17/03)  767.202  (m)                       GP(1991.35) 4 2
 LU0961  NGVD 29 (??/??/??)  793.27   (m)         2602.6    (f) RESET       3  
 LU0961
 LU0961.Superseded values are not recommended for survey control.
 LU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0961.See file dsdata.txt to determine how the superseded data were derived.
 LU0961
 LU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK9384192568(NAD 83)
 LU0961_MARKER: DB = BENCH MARK DISK
 LU0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0961_STAMPING: 2602 USDA RESET 1968
 LU0961_MARK LOGO: USFS  
 LU0961_PROJECTION: PROJECTING 3 CENTIMETERS
 LU0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0961+STABILITY: SURFACE MOTION
 LU0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0961+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 LU0961
 LU0961  HISTORY     - Date     Condition        Report By
 LU0961  HISTORY     - 1968     MONUMENTED       USFS
 LU0961  HISTORY     - 20010123 GOOD             CADT
 LU0961  HISTORY     - 20031223 GOOD             CADT
 LU0961
 LU0961                          STATION DESCRIPTION
 LU0961
 LU0961'DESCRIBED BY US FOREST SERVICE 1968
 LU0961'6.8 MI NE FROM HAYFORK.
 LU0961'ABOUT 6.8 MILES NORTHEAST ALONG THE DOUGLAS CITY ROAD FROM THE
 LU0961'POST OFFICE AT HAYFORK, 262 FEET EAST OF THE CARR CREEK BRIDGE,
 LU0961'102 FEET NORTH OF THE CENTERLINE AT STATION 730+00, AND SET
 LU0961'IN THE TOP OF A CONCRETE POST.
 LU0961
 LU0961                          STATION RECOVERY (2001)
 LU0961
 LU0961'RECOVERY NOTE BY CALTRANS 2001 (JRL)
 LU0961'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 LU0961'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 3 NEAR THE
 LU0961'BRIDGE OVER CARR CREEK, ABOUT 33 MI (53.1 KM) WEST OF REDDING, 12 MI
 LU0961'(19.3 KM) SOUTH-SOUTHWEST OF WEAVERVILLE, AND 9 MI (14.5 KM) EAST OF
 LU0961'HAYFORK.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3
 LU0961'AND 299 AT DOUGLAS CITY, GO SOUTH AND WEST ON HIGHWAY 3 FOR 12.3 MI
 LU0961'(19.8 KM) TO HAYFORK SUMMIT.  CONTINUE SOUTH AND WEST ON HIGHWAY 3 FOR
 LU0961'4.6 MI (7.4 KM) TO THE STATION ON THE RIGHT AT POST MILE 14.02, JUST
 LU0961'BEFORE BRIDGE NO.  5-35 OVER CARR CREEK.  THE STATION IS 118.5 FT
 LU0961'(36.1 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 108.3 FT (33.0 M)
 LU0961'NORTHEAST OF POWER POLE TCPUD 6536, 58.7 FT (17.9 M) WEST OF A FENCE
 LU0961'CORNER IN A BARBED WIRE FENCE, 4.0 FT (1.2 M) EAST OF A WHITE
 LU0961'CARSONITE WITNESS POST WITH AMBER REFLECTOR, 2.6 FT (0.8 M) SOUTH OF
 LU0961'AN ORANGE CARSONITE WITNESS POST AND THE BARBED WIRE FENCE, AND ABOUT
 LU0961'3 FT (0.9 M) HIGHER THAN THE HIGHWAY.  THE STATION WAS OCCUPIED AS
 LU0961'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
 LU0961
 LU0961                          STATION RECOVERY (2003)
 LU0961
 LU0961'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU0961'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 LU0961'HEIGHT  MODERNIZATION PROJECT..
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0663 ***********************************************************************
 EW0663  DESIGNATION -  2604 USGS
 EW0663  PID         -  EW0663
 EW0663  STATE/COUNTY-  CA/LOS ANGELES
 EW0663  USGS QUAD   -  DEL SUR (1995)
 EW0663
 EW0663                         *CURRENT SURVEY CONTROL
 EW0663  ___________________________________________________________________
 EW0663* NAD 83(1986)-  34 43 08.     (N)    118 22 00.     (W)     SCALED    
 EW0663* NAVD 88     -       794.78   (+/-2cm)    2607.5    (feet)  VERTCON   
 EW0663  ___________________________________________________________________
 EW0663  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 EW0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0663
 EW0663.The horizontal coordinates were scaled from a topographic map and have
 EW0663.an estimated accuracy of +/- 6 seconds.
 EW0663
 EW0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0663.The vertical order pertains to the NGVD 29 superseded value.
 EW0663
 EW0663.The geoid height was determined by GEOID03.
 EW0663
 EW0663;                    North         East    Units  Estimated Accuracy
 EW0663;SPC CA 5     -   635,270.    1,966,420.      MT  (+/- 180 meters Scaled)
 EW0663
 EW0663                          SUPERSEDED SURVEY CONTROL
 EW0663
 EW0663  NGVD 29 (??/??/92)  793.915  (m)         2604.70   (f) ADJ UNCH    2 0
 EW0663
 EW0663.Superseded values are not recommended for survey control.
 EW0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0663.See file dsdata.txt to determine how the superseded data were derived.
 EW0663
 EW0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU748427(NAD 83)
 EW0663_MARKER: N = NAIL
 EW0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0663+STABILITY: SURFACE MOTION
 EW0663
 EW0663  HISTORY     - Date     Condition        Report By
 EW0663  HISTORY     - UNK      MONUMENTED       USGS
 EW0663  HISTORY     - 1935     GOOD             NGS
 EW0663  HISTORY     - 1958     MARK NOT FOUND   NGS
 EW0663
 EW0663                          STATION DESCRIPTION
 EW0663
 EW0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EW0663'3.9 MI SE FROM FAIRMONT.
 EW0663'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE POST
 EW0663'OFFICE AT FAIRMONT, LOS ANGELES COUNTY, 0.7 MILE WEST OF THE
 EW0663'MUNZ RANCHHOUSE, AT A SMALL VALLEY, AT A CURVE, 25 FEET NORTHEAST
 EW0663'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHWEST OF THE
 EW0663'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 EW0663'AND WASHER, SET IN A 2-BY-4 INCH POST.
 EW0663
 EW0663                          STATION RECOVERY (1958)
 EW0663
 EW0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EW0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1831 ***********************************************************************
 DX1831  DESIGNATION -  261 DPW
 DX1831  PID         -  DX1831
 DX1831  STATE/COUNTY-  CA/ORANGE
 DX1831  USGS QUAD   -  EL TORO (1982)
 DX1831
 DX1831                         *CURRENT SURVEY CONTROL
 DX1831  ___________________________________________________________________
 DX1831* NAD 83(1986)-  33 40 16.     (N)    117 43 43.     (W)     SCALED    
 DX1831* NAVD 88     -       101.99   (+/-2cm)     334.6    (feet)  VERTCON   
 DX1831  ___________________________________________________________________
 DX1831  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DX1831  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1831
 DX1831.The horizontal coordinates were scaled from a topographic map and have
 DX1831.an estimated accuracy of +/- 6 seconds.
 DX1831
 DX1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1831.The vertical order pertains to the NGVD 29 superseded value.
 DX1831
 DX1831.The geoid height was determined by GEOID03.
 DX1831
 DX1831;                    North         East    Units  Estimated Accuracy
 DX1831;SPC CA 6     -   667,820.    1,862,880.      MT  (+/- 180 meters Scaled)
 DX1831
 DX1831                          SUPERSEDED SURVEY CONTROL
 DX1831
 DX1831  NGVD 29 (??/??/92)  101.27   (m)          332.2    (f) COMPUTED    1 2
 DX1831
 DX1831.Superseded values are not recommended for survey control.
 DX1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1831.See file dsdata.txt to determine how the superseded data were derived.
 DX1831
 DX1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT324259(NAD 83)
 DX1831_MARKER: Z = SEE DESCRIPTION
 DX1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1831_STAMPING: 261
 DX1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1831+STABILITY: SURFACE MOTION
 DX1831
 DX1831  HISTORY     - Date     Condition        Report By
 DX1831  HISTORY     - UNK      MONUMENTED       CADPW
 DX1831  HISTORY     - 1955     GOOD             NGS
 DX1831
 DX1831                          STATION DESCRIPTION
 DX1831
 DX1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1831'AT EL TORO MCAS.
 DX1831'AT EL TORO MARINE AIR STATION, AT THE CENTER OF THE BLACKTOPPED
 DX1831'ISLAND FORMED BY RUNWAYS 34L, 34R, 25L, AND 25R, ABOUT LEVEL
 DX1831'WITH THE RUNWAYS, FLUSH WITH THE BLACK TOP OF THE ISLAND,
 DX1831'AND SET IN THE TOP OF A 1- BY 1-FOOT CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0519 ***********************************************************************
 FU0519  DESIGNATION -  2617 USGS
 FU0519  PID         -  FU0519
 FU0519  STATE/COUNTY-  CA/KERN
 FU0519  USGS QUAD   -  MIRACLE HOT SPRINGS (1994)
 FU0519
 FU0519                         *CURRENT SURVEY CONTROL
 FU0519  ___________________________________________________________________
 FU0519* NAD 83(1986)-  35 35 25.     (N)    118 30 13.     (W)     SCALED    
 FU0519* NAVD 88     -       798.50   (+/-2cm)    2619.7    (feet)  VERTCON   
 FU0519  ___________________________________________________________________
 FU0519  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FU0519  VERT ORDER  -  THIRD (See Below)
 FU0519
 FU0519.The horizontal coordinates were scaled from a topographic map and have
 FU0519.an estimated accuracy of +/- 6 seconds.
 FU0519
 FU0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0519.The vertical order pertains to the NGVD 29 superseded value.
 FU0519
 FU0519.The geoid height was determined by GEOID03.
 FU0519
 FU0519;                    North         East    Units  Estimated Accuracy
 FU0519;SPC CA 5     -   731,990.    1,954,360.      MT  (+/- 180 meters Scaled)
 FU0519
 FU0519                          SUPERSEDED SURVEY CONTROL
 FU0519
 FU0519  NGVD 29 (??/??/??)  797.56   (m)         2616.7    (f) RESET       3  
 FU0519
 FU0519.Superseded values are not recommended for survey control.
 FU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0519.See file dsdata.txt to determine how the superseded data were derived.
 FU0519
 FU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV637395(NAD 83)
 FU0519_MARKER: DD = SURVEY DISK
 FU0519_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FU0519_SP_SET: GRANITE ROCK
 FU0519_STAMPING: 2617 21 1934
 FU0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU0519
 FU0519  HISTORY     - Date     Condition        Report By
 FU0519  HISTORY     - 1934     MONUMENTED       USGS
 FU0519  HISTORY     - 1952     MARK NOT FOUND   NGS
 FU0519
 FU0519                          STATION DESCRIPTION
 FU0519
 FU0519'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FU0519'0.6 MI W FROM BODFISH.
 FU0519'0.6 MILE WEST ALONG STATE HIGHWAY 178 FROM THE POST OFFICE AT
 FU0519'BODFISH, KERN COUNTY, ON THE WEST SIDE OF A U-CURVE, 38 FEET EAST
 FU0519'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A 4- BY 10- BY
 FU0519'5-FOOT GRANITE ROCK, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES
 FU0519'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2617 21 1934.
 FU0519'NOTE-- PROBABLY DESTROYED BY ROAD WIDENING.
 FU0519
 FU0519                          STATION RECOVERY (1952)
 FU0519
 FU0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FU0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0503 ***********************************************************************
 FU0503  DESIGNATION -  2618 USGS
 FU0503  PID         -  FU0503
 FU0503  STATE/COUNTY-  CA/KERN
 FU0503  USGS QUAD   -  MOJAVE (1992)
 FU0503
 FU0503                         *CURRENT SURVEY CONTROL
 FU0503  ___________________________________________________________________
 FU0503* NAD 83(1986)-  35 01 09.     (N)    118 08 09.     (W)     SCALED    
 FU0503* NAVD 88     -       798.873  (meters)    2620.97   (feet)  ADJUSTED  
 FU0503  ___________________________________________________________________
 FU0503  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FU0503  DYNAMIC HT  -         797.962 (meters)    2617.98  (feet)  COMP
 FU0503  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 FU0503
 FU0503  VERT ORDER  -  FIRST     CLASS I
 FU0503
 FU0503.The horizontal coordinates were scaled from a topographic map and have
 FU0503.an estimated accuracy of +/- 6 seconds.
 FU0503
 FU0503.The orthometric height was determined by differential leveling
 FU0503.and adjusted in June 1991.
 FU0503
 FU0503.The geoid height was determined by GEOID03.
 FU0503
 FU0503.The dynamic height is computed by dividing the NAVD 88
 FU0503.geopotential number by the normal gravity value computed on the
 FU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0503.degrees latitude (g = 980.6199 gals.).
 FU0503
 FU0503.The modeled gravity was interpolated from observed gravity values.
 FU0503
 FU0503;                    North         East    Units  Estimated Accuracy
 FU0503;SPC CA 5     -   668,520.    1,987,600.      MT  (+/- 180 meters Scaled)
 FU0503
 FU0503                          SUPERSEDED SURVEY CONTROL
 FU0503
 FU0503  NGVD 29 (??/??/92)  798.028  (m)         2618.20   (f) ADJ UNCH    1 1
 FU0503
 FU0503.Superseded values are not recommended for survey control.
 FU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0503.See file dsdata.txt to determine how the superseded data were derived.
 FU0503
 FU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU963757(NAD 83)
 FU0503_MARKER: P = PIPE CAP
 FU0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0503_STAMPING: 2618
 FU0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0503
 FU0503  HISTORY     - Date     Condition        Report By
 FU0503  HISTORY     - UNK      MONUMENTED       USGS
 FU0503  HISTORY     - 1961     GOOD             NGS
 FU0503  HISTORY     - 1973     GOOD             NGS
 FU0503  HISTORY     - 1977     GOOD             NGS
 FU0503  HISTORY     - 1983     GOOD             NGS
 FU0503
 FU0503                          STATION DESCRIPTION
 FU0503
 FU0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0503'3.2 MI SE FROM MOJAVE.
 FU0503'3.25 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FU0503'RAILWAY FROM THE STATION AT MOJAVE, 2 POLES NORTHWEST OF MILEPOST
 FU0503'815, 40.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6.7 FEET NORTHWEST
 FU0503'OF A TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 FU0503'1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A
 FU0503'3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FU0503
 FU0503                          STATION RECOVERY (1973)
 FU0503
 FU0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0503'RECOVERED IN GOOD CONDITION.
 FU0503
 FU0503                          STATION RECOVERY (1977)
 FU0503
 FU0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0503'RECOVERED IN GOOD CONDITION.
 FU0503
 FU0503                          STATION RECOVERY (1983)
 FU0503
 FU0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FU0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0391 ***********************************************************************
 MX0391  DESIGNATION -  2625
 MX0391  PID         -  MX0391
 MX0391  STATE/COUNTY-  CA/SISKIYOU
 MX0391  USGS QUAD   -  YREKA (1984)
 MX0391
 MX0391                         *CURRENT SURVEY CONTROL
 MX0391  ___________________________________________________________________
 MX0391* NAD 83(1986)-  41 43 49.     (N)    122 38 19.     (W)     SCALED    
 MX0391* NAVD 88     -       801.045  (meters)    2628.10   (feet)  ADJUSTED  
 MX0391  ___________________________________________________________________
 MX0391  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 MX0391  DYNAMIC HT  -         800.623 (meters)    2626.71  (feet)  COMP
 MX0391  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 MX0391
 MX0391  VERT ORDER  -  SECOND    CLASS 0
 MX0391
 MX0391.The horizontal coordinates were scaled from a topographic map and have
 MX0391.an estimated accuracy of +/- 6 seconds.
 MX0391
 MX0391.The orthometric height was determined by differential leveling
 MX0391.and adjusted in June 1991.
 MX0391
 MX0391.The geoid height was determined by GEOID03.
 MX0391
 MX0391.The dynamic height is computed by dividing the NAVD 88
 MX0391.geopotential number by the normal gravity value computed on the
 MX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0391.degrees latitude (g = 980.6199 gals.).
 MX0391
 MX0391.The modeled gravity was interpolated from observed gravity values.
 MX0391
 MX0391;                    North         East    Units  Estimated Accuracy
 MX0391;SPC CA 1     -   766,360.    1,946,870.      MT  (+/- 180 meters Scaled)
 MX0391
 MX0391                          SUPERSEDED SURVEY CONTROL
 MX0391
 MX0391  NGVD 29 (??/??/??)  800.025  (m)         2624.75   (f) ADJUSTED    2 0
 MX0391
 MX0391.Superseded values are not recommended for survey control.
 MX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0391.See file dsdata.txt to determine how the superseded data were derived.
 MX0391
 MX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM300198(NAD 83)
 MX0391_MARKER: DD = SURVEY DISK
 MX0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0391_SP_SET: FOUNDATION
 MX0391_STAMPING: 2625 BB 1907
 MX0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0391
 MX0391  HISTORY     - Date     Condition        Report By
 MX0391  HISTORY     - 1907     MONUMENTED       USGS
 MX0391  HISTORY     - 1952     GOOD             NGS
 MX0391  HISTORY     - 19980330 MARK NOT FOUND   NGS
 MX0391
 MX0391                          STATION DESCRIPTION
 MX0391
 MX0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MX0391'AT YREKA.
 MX0391'IN TOP OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION OF THE
 MX0391'COUNTY JAIL, AT THE COURT HOUSE GROUNDS, 6.0 FEET WEST OF THE
 MX0391'CENTER OF THE SIDEWALK LEADING TO STEPS AND TO THE COURT HOUSE,
 MX0391'0.3 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 0.7
 MX0391'FOOT HIGHER THAN THE GROUND.
 MX0391
 MX0391                          STATION RECOVERY (1998)
 MX0391
 MX0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 MX0391'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0193 ***********************************************************************
 KT0193  DESIGNATION -  263.96
 KT0193  PID         -  KT0193
 KT0193  STATE/COUNTY-  CA/GLENN
 KT0193  USGS QUAD   -  KIRKWOOD (1969)
 KT0193
 KT0193                         *CURRENT SURVEY CONTROL
 KT0193  ___________________________________________________________________
 KT0193* NAD 83(1986)-  39 47 01.     (N)    122 11 06.     (W)     SCALED    
 KT0193* NAVD 88     -        81.50   (+/-2cm)     267.4    (feet)  VERTCON   
 KT0193  ___________________________________________________________________
 KT0193  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 KT0193  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0193
 KT0193.The horizontal coordinates were scaled from a topographic map and have
 KT0193.an estimated accuracy of +/- 6 seconds.
 KT0193
 KT0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0193.The vertical order pertains to the NGVD 29 superseded value.
 KT0193
 KT0193.The geoid height was determined by GEOID03.
 KT0193
 KT0193;                    North         East    Units  Estimated Accuracy
 KT0193;SPC CA 2     -   735,020.    1,984,150.      MT  (+/- 180 meters Scaled)
 KT0193
 KT0193                          SUPERSEDED SURVEY CONTROL
 KT0193
 KT0193  NGVD 29 (??/??/92)   80.746  (m)          264.91   (f) ADJ UNCH    1 2
 KT0193
 KT0193.Superseded values are not recommended for survey control.
 KT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0193.See file dsdata.txt to determine how the superseded data were derived.
 KT0193
 KT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK697040(NAD 83)
 KT0193_MARKER: DD = SURVEY DISK
 KT0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0193_SP_SET: CULVERT
 KT0193_STAMPING: 263.96
 KT0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0193
 KT0193  HISTORY     - Date     Condition        Report By
 KT0193  HISTORY     - UNK      MONUMENTED       BOR
 KT0193  HISTORY     - 1949     GOOD             NGS
 KT0193
 KT0193                          STATION DESCRIPTION
 KT0193
 KT0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0193'2.7 MI N FROM ORLAND.
 KT0193'2.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KT0193'STATION AT ORLAND, AT AN IRRIGATION CANAL CROSSING 4 POLES NORTH
 KT0193'OF MILE POST NO. 168, 32 FEET WEST OF THE CENTER LINE OF THE
 KT0193'TRACKS, 20 FEET EAST OF A FENCE LINE, 18 FEET SOUTHEAST OF
 KT0193'A TELEPHONE POLE, AND SET IN THE CENTER OF THE WEST CONCRETE
 KT0193'HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0482 ***********************************************************************
 FU0482  DESIGNATION -  2639 USGS
 FU0482  PID         -  FU0482
 FU0482  STATE/COUNTY-  CA/KERN
 FU0482  USGS QUAD   -  MOJAVE (1992)
 FU0482
 FU0482                         *CURRENT SURVEY CONTROL
 FU0482  ___________________________________________________________________
 FU0482* NAD 83(1986)-  35 00 24.     (N)    118 09 33.     (W)     SCALED    
 FU0482* NAVD 88     -       805.930  (meters)    2644.12   (feet)  ADJUSTED  
 FU0482  ___________________________________________________________________
 FU0482  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FU0482  DYNAMIC HT  -         805.008 (meters)    2641.10  (feet)  COMP
 FU0482  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 FU0482
 FU0482  VERT ORDER  -  FIRST     CLASS II
 FU0482
 FU0482.The horizontal coordinates were scaled from a topographic map and have
 FU0482.an estimated accuracy of +/- 6 seconds.
 FU0482
 FU0482.The orthometric height was determined by differential leveling
 FU0482.and adjusted in June 1991.
 FU0482
 FU0482.The geoid height was determined by GEOID03.
 FU0482
 FU0482.The dynamic height is computed by dividing the NAVD 88
 FU0482.geopotential number by the normal gravity value computed on the
 FU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0482.degrees latitude (g = 980.6199 gals.).
 FU0482
 FU0482.The modeled gravity was interpolated from observed gravity values.
 FU0482
 FU0482;                    North         East    Units  Estimated Accuracy
 FU0482;SPC CA 5     -   667,140.    1,985,470.      MT  (+/- 180 meters Scaled)
 FU0482
 FU0482                          SUPERSEDED SURVEY CONTROL
 FU0482
 FU0482  NGVD 29 (??/??/??)  805.08   (m)         2641.3    (f) RESET       3  
 FU0482
 FU0482.Superseded values are not recommended for survey control.
 FU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0482.See file dsdata.txt to determine how the superseded data were derived.
 FU0482
 FU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU942743(NAD 83)
 FU0482_MARKER: P = PIPE CAP
 FU0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0482_STAMPING: 2639 B 1902 27
 FU0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0482
 FU0482  HISTORY     - Date     Condition        Report By
 FU0482  HISTORY     - 1902     MONUMENTED       USGS
 FU0482  HISTORY     - 1973     GOOD             NGS
 FU0482  HISTORY     - 1977     GOOD             NGS
 FU0482
 FU0482                          STATION DESCRIPTION
 FU0482
 FU0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FU0482'3.3 MI S FROM MOJAVE.
 FU0482'3.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0482'FROM THE STATION AT MOJAVE, 3 POLES NORTH OF MILEPOLE 384,
 FU0482'45.5 FEET WEST OF THE WEST RAIL, 23.5 FEET SOUTH OF THE THIRD
 FU0482'TELEPHONE POLE NORTH OF THE MILEPOLE, 86.0 FEET EAST OF THE
 FU0482'CENTER LINE OF OLD HIGHWAY 14, 1.3 FEET NORTH OF A WITNESS
 FU0482'POST, ABOUT 3 FEET LOWER THAN THE TRACK, A CAP RIVETED ON THE
 FU0482'TOP OF A 3-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 FU0482'SEC 33, T11N, R 12W
 FU0482
 FU0482                          STATION RECOVERY (1977)
 FU0482
 FU0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0469 ***********************************************************************
 HR0469  DESIGNATION -  2642 B
 HR0469  PID         -  HR0469
 HR0469  STATE/COUNTY-  CA/MADERA
 HR0469  USGS QUAD   -  NORTH FORK (1981)
 HR0469
 HR0469                         *CURRENT SURVEY CONTROL
 HR0469  ___________________________________________________________________
 HR0469* NAD 83(1986)-  37 13 37.     (N)    119 30 36.     (W)     SCALED    
 HR0469* NAVD 88     -       805.26   (+/-2cm)    2641.9    (feet)  VERTCON   
 HR0469  ___________________________________________________________________
 HR0469  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HR0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0469
 HR0469.The horizontal coordinates were scaled from a topographic map and have
 HR0469.an estimated accuracy of +/- 6 seconds.
 HR0469
 HR0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0469.The vertical order pertains to the NGVD 29 superseded value.
 HR0469
 HR0469.The geoid height was determined by GEOID03.
 HR0469
 HR0469;                    North         East    Units  Estimated Accuracy
 HR0469;SPC CA 3     -   581,140.    2,087,860.      MT  (+/- 180 meters Scaled)
 HR0469
 HR0469                          SUPERSEDED SURVEY CONTROL
 HR0469
 HR0469  NGVD 29 (??/??/92)  804.331  (m)         2638.88   (f) ADJ UNCH    2 0
 HR0469
 HR0469.Superseded values are not recommended for survey control.
 HR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0469.See file dsdata.txt to determine how the superseded data were derived.
 HR0469
 HR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB773230(NAD 83)
 HR0469_MARKER: DD = SURVEY DISK
 HR0469_SETTING: 66 = SET IN ROCK OUTCROP
 HR0469_SP_SET: GRANITE OUTCROP
 HR0469_STAMPING: 2642 B 1908 BP
 HR0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0469+STABILITY: POSITION/ELEVATION WELL
 HR0469
 HR0469  HISTORY     - Date     Condition        Report By
 HR0469  HISTORY     - 1908     MONUMENTED       USGS
 HR0469  HISTORY     - 1943     GOOD             NGS
 HR0469
 HR0469                          STATION DESCRIPTION
 HR0469
 HR0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0469'AT NORTH FORK.
 HR0469'AT NORTH FORK, MADERA COUNTY, ON THE MAIN STREET, 100 YARDS NORTH
 HR0469'OF THE DOOR OF THE POST OFFICE, 40 FEET NORTH OF THE DOOR OF THE
 HR0469'GENERAL STORE, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 HR0469'IN THE TOP OF A GRANITE OUTCROP.  A UNITED STATES GEOLOGICAL
 HR0469'SURVEY STANDARD DISK, STAMPED 2642 B 1908 B.P.  NOTE-- THIS BENCH
 HR0469'MARK WAS PREVIOUSLY PUBLISHED AS P 1908, BUT LATER REPORTS INDICATE
 HR0469'THAT THE DESIGNATION SHOULD BE 2642 B.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2623 ***********************************************************************
 FU2623  DESIGNATION -  265.1 USGS
 FU2623  PID         -  FU2623
 FU2623  STATE/COUNTY-  CA/KERN
 FU2623  USGS QUAD   -  SEMITROPIC (1973)
 FU2623
 FU2623                         *CURRENT SURVEY CONTROL
 FU2623  ___________________________________________________________________
 FU2623* NAD 83(1986)-  35 36 04.     (N)    119 32 41.     (W)     SCALED    
 FU2623* NAVD 88     -        80.74   (+/-2cm)     264.9    (feet)  VERTCON   
 FU2623  ___________________________________________________________________
 FU2623  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FU2623  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2623
 FU2623.The horizontal coordinates were scaled from a topographic map and have
 FU2623.an estimated accuracy of +/- 6 seconds.
 FU2623
 FU2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2623.The vertical order pertains to the NGVD 29 superseded value.
 FU2623
 FU2623.The geoid height was determined by GEOID03.
 FU2623
 FU2623;                    North         East    Units  Estimated Accuracy
 FU2623;SPC CA 5     -   734,150.    1,860,030.      MT  (+/- 180 meters Scaled)
 FU2623
 FU2623                          SUPERSEDED SURVEY CONTROL
 FU2623
 FU2623  NGVD 29 (??/??/92)   80.01   (m)          262.5    (f) COMPUTED    1 2
 FU2623
 FU2623.Superseded values are not recommended for survey control.
 FU2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2623.See file dsdata.txt to determine how the superseded data were derived.
 FU2623
 FU2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV694426(NAD 83)
 FU2623_MARKER: Z = SEE DESCRIPTION
 FU2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2623+STABILITY: SURFACE MOTION
 FU2623
 FU2623  HISTORY     - Date     Condition        Report By
 FU2623  HISTORY     - UNK      MONUMENTED       CADH
 FU2623  HISTORY     - 1954     GOOD             NGS
 FU2623  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU2623
 FU2623                          STATION DESCRIPTION
 FU2623
 FU2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FU2623'8.5 MI E FROM LOST HILLS.
 FU2623'8.5 MILES EAST ALONG U.S. HIGHWAY 466 FROM THE KERN COUNTY FIRE
 FU2623'DEPARTMENT SUB-STATION AT LOST HILLS, AT THE T JUNCTION OF A
 FU2623'FARM DIRT ROAD LEADING SOUTH, AT THE SOUTHWEST CORNER OF A
 FU2623'CULTIVATED FIELD, 131.5 FEET EAST OF THE SOUTHEAST CORNER OF A
 FU2623'SMALL FARMHOUSE, 84.8 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 FU2623'FROM BENCH MARK B 459, 42 FEET EAST OF THE PROLONGATION OF THE
 FU2623'CENTER LINE OF THE ROAD, 31.0 FEET NORTH OF THE CENTER LINE OF
 FU2623'THE HIGHWAY, 0.3 FOOT SOUTHWEST OF THE SOUTH END OF A FENCE,
 FU2623'1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 FU2623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 FU2623'THE GROUND.
 FU2623
 FU2623                          STATION RECOVERY (1970)
 FU2623
 FU2623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1187 ***********************************************************************
 KS1187  DESIGNATION -  2655 BB
 KS1187  PID         -  KS1187
 KS1187  STATE/COUNTY-  CA/BUTTE
 KS1187  USGS QUAD   -  OROVILLE (1970)
 KS1187
 KS1187                         *CURRENT SURVEY CONTROL
 KS1187  ___________________________________________________________________
 KS1187* NAD 83(1986)-  39 34 54.     (N)    121 37 06.     (W)     SCALED    
 KS1187* NAVD 88     -        81.837  (meters)     268.49   (feet)  ADJUSTED  
 KS1187  ___________________________________________________________________
 KS1187  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 KS1187  DYNAMIC HT  -          81.791 (meters)     268.34  (feet)  COMP
 KS1187  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KS1187
 KS1187  VERT ORDER  -  FIRST     CLASS II
 KS1187
 KS1187.The horizontal coordinates were scaled from a topographic map and have
 KS1187.an estimated accuracy of +/- 6 seconds.
 KS1187
 KS1187.The orthometric height was determined by differential leveling
 KS1187.and adjusted in June 1991.
 KS1187.WARNING-Repeat measurements at this control monument indicate possible
 KS1187.vertical movement.
 KS1187
 KS1187.The geoid height was determined by GEOID03.
 KS1187
 KS1187.The dynamic height is computed by dividing the NAVD 88
 KS1187.geopotential number by the normal gravity value computed on the
 KS1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1187.degrees latitude (g = 980.6199 gals.).
 KS1187
 KS1187.The modeled gravity was interpolated from observed gravity values.
 KS1187
 KS1187;                    North         East    Units  Estimated Accuracy
 KS1187;SPC CA 2     -   712,650.    2,032,790.      MT  (+/- 180 meters Scaled)
 KS1187
 KS1187                          SUPERSEDED SURVEY CONTROL
 KS1187
 KS1187  NGVD 29 (??/??/??)   81.116  (m)          266.13   (f) ADJUSTED    1 2
 KS1187
 KS1187.Superseded values are not recommended for survey control.
 KS1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1187.See file dsdata.txt to determine how the superseded data were derived.
 KS1187
 KS1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ186822(NAD 83)
 KS1187_MARKER: P = PIPE CAP
 KS1187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS1187_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS1187_STAMPING: 2655 BB 13 1909
 KS1187_MARK LOGO: USGS  
 KS1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1187+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS1187
 KS1187  HISTORY     - Date     Condition        Report By
 KS1187  HISTORY     - 1909     MONUMENTED       USGS
 KS1187  HISTORY     - 1956     GOOD             NGS
 KS1187  HISTORY     - 19880727 GOOD             NGS
 KS1187  HISTORY     - 20040324 GOOD             CADT
 KS1187
 KS1187                          STATION DESCRIPTION
 KS1187
 KS1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KS1187'AT WICKS CORNER.
 KS1187'AT WICKS CORNER, 0.2 MILE NORTH ALONG OR PENTZ MAGALIA ROAD
 KS1187'FROM THE BILL CARSON TEXACO SERVICE STATION, IN R3E T20N, AT
 KS1187'THE JUNCTION OF AN ASPHALT ROAD LEADING NORTHWEST TO CHICO, 31
 KS1187'FEET WEST OF THE CENTER LINE OF ORO PENTZ MAGALIA ROAD, 31
 KS1187'FEET NORTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, 9 FEET
 KS1187'SOUTH OF A TELEPHONE POLE, 3.7 FEET SOUTHEAST OF A 4- BY 4-INCH
 KS1187'WOODEN POST SUPPORTING A CHICO 16 SIGN, 1.3 FEET SOUTH OF A
 KS1187'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND RIVETED ON
 KS1187'THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE
 KS1187'THE GROUND.
 KS1187
 KS1187                          STATION RECOVERY (1988)
 KS1187
 KS1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1187'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.9 KM
 KS1187'(6.15 MI) NORTHWESTERLY ALONG TABLE MOUNTAIN BOULEVARD FROM THE
 KS1187'JUNCTION OF MONTGOMERY STREET IN OROVILLE, 43.2 M (141.7 FT) NORTH OF
 KS1187'THE NORTH END OF THE WEST CULVERT HEADWALL, 23.5 M (77.1 FT) SOUTH OF
 KS1187'A FENCE CORNER, 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF THE
 KS1187'BOULEVARD, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, LEVEL WITH THE
 KS1187'HIGHWAY, AND RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE THAT
 KS1187'PROJECTS 0.06 M (0.2 FT) ABOVE THE GROUND SURFACE.
 KS1187
 KS1187                          STATION RECOVERY (2004)
 KS1187
 KS1187'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0003 ***********************************************************************
 MX0003  DESIGNATION -  2658 B=R 34
 MX0003  PID         -  MX0003
 MX0003  STATE/COUNTY-  CA/SISKIYOU
 MX0003  USGS QUAD   -  BOGUS MOUNTAIN (1984)
 MX0003
 MX0003                         *CURRENT SURVEY CONTROL
 MX0003  ___________________________________________________________________
 MX0003* NAD 83(1986)-  41 47 15.     (N)    122 28 38.     (W)     SCALED    
 MX0003* NAVD 88     -       811.529  (meters)    2662.49   (feet)  ADJUSTED  
 MX0003  ___________________________________________________________________
 MX0003  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 MX0003  DYNAMIC HT  -         811.091 (meters)    2661.05  (feet)  COMP
 MX0003  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 MX0003
 MX0003  VERT ORDER  -  FIRST     CLASS II
 MX0003
 MX0003.The horizontal coordinates were scaled from a topographic map and have
 MX0003.an estimated accuracy of +/- 6 seconds.
 MX0003
 MX0003.The orthometric height was determined by differential leveling
 MX0003.and adjusted in June 1991.
 MX0003.WARNING-Repeat measurements at this control monument indicate possible
 MX0003.vertical movement.
 MX0003
 MX0003.The geoid height was determined by GEOID03.
 MX0003
 MX0003.The dynamic height is computed by dividing the NAVD 88
 MX0003.geopotential number by the normal gravity value computed on the
 MX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0003.degrees latitude (g = 980.6199 gals.).
 MX0003
 MX0003.The modeled gravity was interpolated from observed gravity values.
 MX0003
 MX0003;                    North         East    Units  Estimated Accuracy
 MX0003;SPC CA 1     -   772,630.    1,960,330.      MT  (+/- 180 meters Scaled)
 MX0003
 MX0003                          SUPERSEDED SURVEY CONTROL
 MX0003
 MX0003  NGVD 29 (??/??/??)  810.489  (m)         2659.08   (f) ADJUSTED    1 2
 MX0003
 MX0003.Superseded values are not recommended for survey control.
 MX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0003.See file dsdata.txt to determine how the superseded data were derived.
 MX0003
 MX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM434263(NAD 83)
 MX0003_MARKER: DD = SURVEY DISK
 MX0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0003_STAMPING: 2658 B 1902
 MX0003_MARK LOGO: USGS  
 MX0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0003
 MX0003  HISTORY     - Date     Condition        Report By
 MX0003  HISTORY     - 1902     MONUMENTED       USGS
 MX0003  HISTORY     - 1954     GOOD             CGS
 MX0003
 MX0003                          STATION DESCRIPTION
 MX0003
 MX0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MX0003'4.9 MI NE FROM MONTAGUE.
 MX0003'4.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0003'FROM THE STATION AT MONTAGUE, 0.4 MILE NORTHEAST OF MILPOLE 380,
 MX0003'0.4 MILE SOUTH OF SNOWDEN SIDING AND SECTION HOUSE, ON THE
 MX0003'OUTSIDE OF A CURVE, 170.7 FEET SOUTH OF THE SOUTH END OF THE
 MX0003'SOUTHEAST CEMENT STONE MASONRY HEAD WALL OF A CULVERT, 49.8
 MX0003'FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 47.3 FEET
 MX0003'SOUTHEAST OF THE SOUTHEAST RAIL, 1.1 FEET NORTH OF A WITNESS
 MX0003'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND WELDED TO THE
 MX0003'TOP OF AN IRON PIPE PROJECTING ABOUT 1.3 FEET ABOVE THE GROUND.
 MX0003'NOTE-- THE TOP OF THE CAP HAS BEEN HAMMERED BUT THE MARK IS STILL
 MX0003'SOLID.  THE ROD WAS HELD ON THE LETTERS OG OF THE WORD GEOLOGICAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4920 ***********************************************************************
 HS4920  DESIGNATION -  2659=ALLISON
 HS4920  PID         -  HS4920
 HS4920  STATE/COUNTY-  CA/ALAMEDA
 HS4920  USGS QUAD   -  CALAVERAS RESERVOIR (1980)
 HS4920
 HS4920                         *CURRENT SURVEY CONTROL
 HS4920  ___________________________________________________________________
 HS4920* NAD 83(1992)-  37 29 56.09020(N)    121 52 16.67156(W)     ADJUSTED  
 HS4920* NAVD 88     -       812.0    (meters)    2664.     (feet)  VERTCON   
 HS4920  ___________________________________________________________________
 HS4920  EPOCH DATE  -        1991.35
 HS4920  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 HS4920  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HS4920  HORZ ORDER  -  FIRST
 HS4920
 HS4920.The horizontal coordinates were established by classical geodetic methods
 HS4920.and adjusted by the National Geodetic Survey in March 1994.
 HS4920.The horizontal coordinates are valid at the epoch date displayed above.
 HS4920.The epoch date for horizontal control is a decimal equivalence
 HS4920.of Year/Month/Day.
 HS4920
 HS4920.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4920
 HS4920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4920
 HS4920.The geoid height was determined by GEOID03.
 HS4920
 HS4920;                    North         East     Units Scale Factor Converg.
 HS4920;SPC CA 3     -   611,748.445 1,878,752.398   MT  0.99993881   -0 50 22.4
 HS4920;SPC CA 3     - 2,007,044.69  6,163,873.49   sFT  0.99993881   -0 50 22.4
 HS4920;UTM  10      - 4,150,819.114   599,769.216   MT  0.99972261   +0 41 13.7
 HS4920
 HS4920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4920!SPC CA 3     -   0.99987764  x   0.99993881  =   0.99981646
 HS4920!UTM  10      -   0.99987764  x   0.99972261  =   0.99960029
 HS4920
 HS4920:                Primary Azimuth Mark                     Grid Az
 HS4920:SPC CA 3     -  MT HAMILTON LICK OBSY N DOME             130 37 05.3
 HS4920:UTM  10      -  MT HAMILTON LICK OBSY N DOME             129 05 29.2
 HS4920
 HS4920|---------------------------------------------------------------------|
 HS4920| PID    Reference Object                     Distance      Geod. Az  |
 HS4920|                                                           dddmmss.s |
 HS4920| HS4867 MT HAMILTON LICK OBSY N DOME        APPROX.27.0 KM 1294642.9 |
 HS4920| HS4868 MT HAMILTON LICK OBSY S DOME        APPROX.26.7 KM 1305042.1 |
 HS4920| HS4922 MONUMENT                            APPROX. 1.7 KM 1622824.1 |
 HS4920| DB2756 ALLISON RM 1                         15.387 METERS 17842     |
 HS4920| DB2757 ALLISON RM 2                         13.606 METERS 27740     |
 HS4920| HT2587 LAKE CHABOT RADAR DOME              APPROX.33.3 KM 3184848.9 |
 HS4920| HS5104 SUNOL DEVELOPMENT MAST              APPROX.14.2 KM 3412924.8 |
 HS4920|---------------------------------------------------------------------|
 HS4920
 HS4920                          SUPERSEDED SURVEY CONTROL
 HS4920
 HS4920  NAD 83(1986)-  37 29 56.09048(N)    121 52 16.66687(W) AD(1984.00) 1
 HS4920  NAD 27      -  37 29 56.32100(N)    121 52 12.82500(W) AD(       ) 1
 HS4920  NGVD 29 (07/19/86)  811.1    (m)         2661.     (f) VERT ANG    3  
 HS4920
 HS4920.Superseded values are not recommended for survey control.
 HS4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4920.See file dsdata.txt to determine how the superseded data were derived.
 HS4920
 HS4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9976950819(NAD 83)
 HS4920_MARKER: Z = SEE DESCRIPTION
 HS4920_SETTING: 66 = SET IN ROCK OUTCROP
 HS4920
 HS4920  HISTORY     - Date     Condition        Report By
 HS4920  HISTORY     - 1947     MONUMENTED       CGS
 HS4920  HISTORY     - 1951     SEE DESCRIPTION  CGS
 HS4920  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HS4920  HISTORY     - 1963     SEE DESCRIPTION  CGS
 HS4920  HISTORY     - 1963     GOOD             CGS
 HS4920  HISTORY     - 1967     SEE DESCRIPTION  CGS
 HS4920  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HS4920
 HS4920                          STATION DESCRIPTION
 HS4920
 HS4920'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 HS4920'THE STATION IS LOCATED ABOUT 5-1/4 MILES AIRLINE SOUTHEAST
 HS4920'OF IRVINGTON, 5-1/2 MILES NORTHEAST OF MILPITAS, AND 3-1/4
 HS4920'MILES EAST NORTHEAST OF WARM SPRINGS, ON THE CENTRAL AND
 HS4920'HIGHEST OF THREE BALD PEAKS.  MISSION PEAK BEING ABOUT
 HS4920'1 MILE NORTH NORTHWEST AND MONUMENT PEAK ABOUT 1 MILE SOUTH
 HS4920'SOUTHEAST.
 HS4920'
 HS4920'THE MARK IS A STANDARD BRONZE USGS DISK SET IN OUTCROP FLUSH
 HS4920'WITH THE GROUND SURFACE, ON THE HIGHEST POINT OF THE HILL.
 HS4920'IT IS STAMPED V A 2659.
 HS4920'
 HS4920'TO REACH THE STATION FROM THE SHELL SERVICE STATION IN MILPITAS
 HS4920'GO EAST ON THE CALAVERAS RESERVOIR ROAD (AS PER SIGN) FOR
 HS4920'3.3 MILES TO THE WELLER ROAD ON THE LEFT.  TURN LEFT ON THE
 HS4920'WELLER ROAD AND GO UP GRADE FOR 2.7 MILES TO A FORK AT THE
 HS4920'NORTH SIDE OF A BARN AT THE E.O. WOOL RANCH.  KEEP STRAIGHT
 HS4920'AHEAD ON FARM ROAD FOR 0.6 MILE TO A WATER TANK ON THE LEFT.
 HS4920'CONTINUE ON FARM ROAD FOR 0.6 MILE TO A BOARD GATE AT OLD
 HS4920'FARM BUILDINGS.  PASS THROUGH GATE AND THEN LEFT THROUGH
 HS4920'ANOTHER GATE AND CONTINUE NORTH UP GRADE ON TRACK ROAD 0.4
 HS4920'MILE TO A FORK JUST AFTER PASSING THROUGH ANOTHER BOARD
 HS4920'GATE.  TAKE DIM LEFT FORK UP STEEP HILLSIDE FOR 0.2 MILE TO
 HS4920'A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACKS
 HS4920'SOUTHWESTERLY FOR 0.15 MILE TO THE HIGHEST POINT OF HILL
 HS4920'AND STATION.
 HS4920'
 HS4920'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET
 HS4920'IN OUTCROP PROJECTING ABOUT 2 INCHES, AND IS ABOUT 5 FEET
 HS4920'LOWER THAN THE STATION.  IT IS STAMPED ALLISON USGS NO 1
 HS4920'1947.
 HS4920'
 HS4920'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET
 HS4920'IN OUTCROP PROJECTING ABOUT 4 INCHES, AND IS ABOUT 3 FEET
 HS4920'LOWER THAN THE STATION.  IT IS STAMPED ALLISON USGS NO 2
 HS4920'1947.
 HS4920'
 HS4920'*STATION MONUMENT WHICH IS ABOUT 1 MILE SOUTH SOUTHEAST
 HS4920'WILL SERVE AS AN AZIMUTH MARK.
 HS4920
 HS4920                          STATION RECOVERY (1951)
 HS4920
 HS4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCE)
 HS4920'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN 1947 AND IN
 HS4920'GOOD CONDITION.  MEASUREMENTS AND DIRECTIONS TO MARKS CHECKED
 HS4920'WITH PREVIOUS DATA.
 HS4920'
 HS4920'THE 1947 ROUTE TO STATION IS ADEQUATE.
 HS4920'
 HS4920'OBSERVATIONS TAKEN FROM A FOUR FOOT STAND.
 HS4920
 HS4920                          STATION RECOVERY (1957)
 HS4920
 HS4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 HS4920'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 HS4920'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 HS4920'FOLLOWS--
 HS4920'
 HS4920'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF IRVINGTON,
 HS4920'5 MILES NORTHEAST OF MILPITAS AND 3-1/4 MILES EAST-NORTHEAST
 HS4920'OF WARM SPRINGS, ON THE CENTRAL AND HIGHEST OF THREE GRASSY
 HS4920'PEAKS.  MISSION PEAK BEING ABOUT 1 MILE NORTH-NORTHWEST AND
 HS4920'MONUMENT PEAK ABOUT 1 MILE SOUTH-SOUTHEAST.  IT IS ON THE
 HS4920'HIGHEST POINT OF THE HILL.
 HS4920'
 HS4920'THE STATION MARK, A STANDARD BRONZE USGS DISK STAMPED VA 2659,
 HS4920'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP
 HS4920'PROJECTING ABOUT 2 INCHES.
 HS4920'
 HS4920'REFERENCE MARK NO 1, A STANDARD DISK STAMPED ALLISON USGS
 HS4920'NO 1 1947, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK
 HS4920'OUTCROP PROJECTING ABOUT 2 INCHES AND IS ABOUT 5 FEET LOWER
 HS4920'THAN THE STATION.  12A
 HS4920'
 HS4920'REFERENCE MARK NO 2, A STANDARD DISK STAMPED ALLISON USGS
 HS4920'NO 2 1947, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK
 HS4920'OUTCROP PROJECTING ABOUT 4 INCHES AND IS ABOUT 3 FEET LOWER
 HS4920'THAN THE STATION.  NOTE 12A
 HS4920'
 HS4920'NOTE--STATION MONUMENT 1947 MAY BE USED AS AN AZIMUTH.
 HS4920'
 HS4920'TO REACH THE STATION FROM THE POST OFFICE IN MILPITAS, GO
 HS4920'NORTH ON THE MAIN STREET FOR 0.1 MILE TO THE INTERSECTION
 HS4920'OF THE CALAVERAS RD.  TURN RIGHT ON CALEVERAS RD. AND GO
 HS4920'EASTERLY FOR 4.1 MILES TO WELLER RD. ON THE LEFT.  TURN
 HS4920'LEFT ON WELLER RD. AND GO NORTHERLY UPHILL FOR 3.35 MILES
 HS4920'TO A GATE AND RANCH BUILDINGS.
 HS4920'
 HS4920'CONTINUE STRAIGHT AHEAD, PASSING TO THE RIGHT OF A CORRAL
 HS4920'AND THE LEFT OF A LARGE BARN, FOR 0.05 MILE TO A WOODEN
 HS4920'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR
 HS4920'1.35 MILES TO A GATE AND ABANDONED RANCH BUILDINGS.  PASS
 HS4920'THROUGH THE GATE, TURN SHARP LEFT AND GO ABOUT 50 YARDS TO A
 HS4920'GATE.  PASS THROUGH THE GATE AND GO WESTERLY UPHILL FOR
 HS4920'0.5 MILE TO THE TOP OF THE RIDGE.  TURN LEFT ON A DIM TRACK
 HS4920'ROAD FOLLING THE RIDGE AND GO SOUTHERLY FOR 0.2 MILE TO A
 HS4920'GATE.  PASS THROUGH THE GATE AND GO SOUTH-SOUTHEAST FOR 0.15
 HS4920'MILE TO THE HIGHEST POINT AND THE STATION.
 HS4920
 HS4920                          STATION RECOVERY (1963)
 HS4920
 HS4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (IRR)
 HS4920'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 HS4920'CONDITION AND THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 HS4920
 HS4920                          STATION RECOVERY (1963)
 HS4920
 HS4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB)
 HS4920'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 HS4920'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 HS4920'DIRECTION TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 HS4920'CORRECT.  THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HS4920'
 HS4920'THE STATION IS LOCATED 9-1/2 MILES NORTH OF SAN JOSE, 7 MILES
 HS4920'SOUTHEAST OF FREMONT, 4-1/2 MILES NORTH OF MILPITAS AND ON THE
 HS4920'CENTRAL ONE OF THREE GRASSY PEAKS.
 HS4920'
 HS4920'TO REACH THE STATION FROM THE POST OFFICE IN MILPITAS, GO NORTH
 HS4920'ON CALAVERAS ROAD FOR 4.0 MILES TO SIDE ROAD LEFT.  TURN LEFT
 HS4920'AND GO NORTH ON WELLER ROAD, UPHILL, FOR 3.3 MILES TO A GATE AND
 HS4920'RANCH BUILDINGS.  CONTINUE AHEAD, PASSING TO THE RIGHT OF A CORRAL
 HS4920'AND TO THE LEFT OF A LARGE BARN, FOR 0.05 MILE TO A CATTLE GUARD.
 HS4920'CONTINUE NORTH FOR 1.4 MILES TO A GATE AND OLD ABANDONED RANCH
 HS4920'BUILDINGS.  PASS THROUGH THE GATE, TURN SHARP LEFT AND GO ABOUT
 HS4920'100 FEET TO A GATE.  PASS THROUGH THE GATE AND GO WEST, UPHILL, ON
 HS4920'A TRACK ROAD FOR 0.6 MILE TO A FENCE LINE.  CONTINUE WEST ON
 HS4920'THE TRACK ROAD FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL
 HS4920'AND THE STATION ON THE RIGHT.
 HS4920'
 HS4920'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED VA 2659, IS
 HS4920'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH PROJECTS
 HS4920'ABOUT 2-INCHES ABOVE THE GROUND SURFACE.  THE MARK IS ON THE
 HS4920'HIGHEST POINT OF THE HILL.
 HS4920'
 HS4920'REFERENCE MARK 1, A STANDARD DISK STAMPED ALLISON USGS NO 1 1947,
 HS4920'IS CEMENTED IN A DRILL HOLE IN OUTCROP WHICH PROJECTS ABOUT 2-INCHES
 HS4920'ABOVE THE GROUND SURFACE.  THE MARK IS ABOUT 3 FEET LOWER IN
 HS4920'ELEVATION THAN THE STATION.
 HS4920'
 HS4920'REFERENCE MARK 2, A STANDARD DISK STAMPED ALLISON USGS NO 2 1947,
 HS4920'IS CEMENTED IN A DRILL HOLE IN OUTCROP WHICH PROJECTS ABOUT 7-INCHES
 HS4920'ABOVE THE GROUND SURFACE.  THE MARK IS ABOUT 2 FEET LOWER IN
 HS4920'ELEVATION THAN THE STATION.
 HS4920'
 HS4920'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 HS4920'
 HS4920'NOTE--TRIANGULATION STATION MONUMENT 1947 WAS USED AS THE
 HS4920'AZIMUTH MARK.
 HS4920
 HS4920                          STATION RECOVERY (1967)
 HS4920
 HS4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EHS)
 HS4920'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HS4920'IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 HS4920'
 HS4920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 HS4920'NORTHEAST OF MILPITAS
 HS4920
 HS4920                          STATION RECOVERY (1975)
 HS4920
 HS4920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HS4920'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HS4920'IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 HS4920'
 HS4920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4
 HS4920'MILES ENE OF WARM SPRINGS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0249 ***********************************************************************
 LU0249  DESIGNATION -  266 B
 LU0249  PID         -  LU0249
 LU0249  STATE/COUNTY-  CA/TEHAMA
 LU0249  USGS QUAD   -  GERBER (1976)
 LU0249
 LU0249                         *CURRENT SURVEY CONTROL
 LU0249  ___________________________________________________________________
 LU0249* NAD 83(1986)-  40 06 17.     (N)    122 11 08.     (W)     SCALED    
 LU0249* NAVD 88     -        82.218  (meters)     269.74   (feet)  ADJUSTED  
 LU0249  ___________________________________________________________________
 LU0249  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 LU0249  DYNAMIC HT  -          82.175 (meters)     269.60  (feet)  COMP
 LU0249  MODELED GRAV-     980,101.1   (mgal)                       NAVD 88
 LU0249
 LU0249  VERT ORDER  -  FIRST     CLASS II
 LU0249
 LU0249.The horizontal coordinates were scaled from a topographic map and have
 LU0249.an estimated accuracy of +/- 6 seconds.
 LU0249
 LU0249.The orthometric height was determined by differential leveling
 LU0249.and adjusted in June 1991.
 LU0249
 LU0249.The geoid height was determined by GEOID03.
 LU0249
 LU0249.The dynamic height is computed by dividing the NAVD 88
 LU0249.geopotential number by the normal gravity value computed on the
 LU0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0249.degrees latitude (g = 980.6199 gals.).
 LU0249
 LU0249.The modeled gravity was interpolated from observed gravity values.
 LU0249
 LU0249;                    North         East    Units  Estimated Accuracy
 LU0249;SPC CA 1     -   585,670.    1,984,180.      MT  (+/- 180 meters Scaled)
 LU0249
 LU0249                          SUPERSEDED SURVEY CONTROL
 LU0249
 LU0249  NGVD 29 (??/??/92)   81.479  (m)          267.32   (f) ADJ UNCH    1 2
 LU0249
 LU0249.Superseded values are not recommended for survey control.
 LU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0249.See file dsdata.txt to determine how the superseded data were derived.
 LU0249
 LU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK694396(NAD 83)
 LU0249_MARKER: P = PIPE CAP
 LU0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0249_STAMPING: 267.007 266 B 1902
 LU0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0249
 LU0249  HISTORY     - Date     Condition        Report By
 LU0249  HISTORY     - 1902     MONUMENTED       USGS
 LU0249  HISTORY     - 1947     GOOD             NGS
 LU0249  HISTORY     - 1949     GOOD             NGS
 LU0249  HISTORY     - 19880708 MARK NOT FOUND   NGS
 LU0249
 LU0249                          STATION DESCRIPTION
 LU0249
 LU0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LU0249'5.8 MI S FROM RED BLUFF.
 LU0249'ABOUT 5.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 LU0249'THE STATION AT RED BLUFF, 143.0 FEET SOUTHEAST OF THE SOUTH END
 LU0249'OF A BRIDGE AT MILEAGE 217.63, 35.5 FEET NORTHEAST OF THE
 LU0249'NORTHEAST RAIL, 12.0 FEET SOUTHWEST OF A WIRE FENCE, 2.5 FEET
 LU0249'NORTHWEST OF A TELEGRAPH POLE, A CAP RIVETED ON THE TOP OF A
 LU0249'3 1/2 INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND AND
 LU0249'ABOUT 3 FEET LOWER THAN THE TRACK.  WITNESS POST SET 1.8 FEET
 LU0249'NORTH OF THE STATION.
 LU0249
 LU0249                          STATION RECOVERY (1949)
 LU0249
 LU0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LU0249'RECOVERED IN GOOD CONDITION.
 LU0249
 LU0249                          STATION RECOVERY (1988)
 LU0249
 LU0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0398 ***********************************************************************
 GT0398  DESIGNATION -  266.177
 GT0398  PID         -  GT0398
 GT0398  STATE/COUNTY-  CA/TULARE
 GT0398  USGS QUAD   -  TIPTON (1969)
 GT0398
 GT0398                         *CURRENT SURVEY CONTROL
 GT0398  ___________________________________________________________________
 GT0398* NAD 83(1992)-  36 07 22.86694(N)    119 19 45.68723(W)     ADJUSTED  
 GT0398* NAVD 88     -        80.89   (+/-2cm)     265.4    (feet)  VERTCON   
 GT0398  ___________________________________________________________________
 GT0398  EPOCH DATE  -        1991.35
 GT0398  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 GT0398  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 GT0398  HORZ ORDER  -  SECOND
 GT0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0398
 GT0398.The horizontal coordinates were established by classical geodetic methods
 GT0398.and adjusted by the National Geodetic Survey in March 1994.
 GT0398.The horizontal coordinates are valid at the epoch date displayed above.
 GT0398.The epoch date for horizontal control is a decimal equivalence
 GT0398.of Year/Month/Day.
 GT0398
 GT0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0398.The vertical order pertains to the NGVD 29 superseded value.
 GT0398
 GT0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT0398
 GT0398.The geoid height was determined by GEOID03.
 GT0398
 GT0398;                    North         East     Units Scale Factor Converg.
 GT0398;SPC CA 4     -   587,675.717 1,970,350.777   MT  0.99997902   -0 11 47.4
 GT0398;SPC CA 4     - 1,928,066.08  6,464,392.51   sFT  0.99997902   -0 11 47.4
 GT0398;UTM  11      - 4,000,106.063   290,369.318   MT  1.00014150   -1 22 25.3
 GT0398
 GT0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT0398!SPC CA 4     -   0.99999242  x   0.99997902  =   0.99997144
 GT0398!UTM  11      -   0.99999242  x   1.00014150  =   1.00013392
 GT0398
 GT0398                          SUPERSEDED SURVEY CONTROL
 GT0398
 GT0398  NAD 83(1986)-  36 07 22.86337(N)    119 19 45.68369(W) AD(1984.00) 2
 GT0398  NAD 27      -  36 07 23.03700(N)    119 19 42.27000(W) AD(       ) 2
 GT0398  NGVD 29 (??/??/92)   80.063  (m)          262.67   (f) ADJ UNCH    1 2
 GT0398
 GT0398.Superseded values are not recommended for survey control.
 GT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0398.See file dsdata.txt to determine how the superseded data were derived.
 GT0398
 GT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9036900106(NAD 83)
 GT0398_MARKER: P = PIPE CAP
 GT0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0398_STAMPING: 266.177 B 1902
 GT0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0398
 GT0398  HISTORY     - Date     Condition        Report By
 GT0398  HISTORY     - 1902     MONUMENTED       USGS
 GT0398  HISTORY     - 1954     GOOD             CGS
 GT0398  HISTORY     - 1970     MARK NOT FOUND   USGS
 GT0398
 GT0398                          STATION DESCRIPTION
 GT0398
 GT0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GT0398'4.5 MI N FROM TIPTON.
 GT0398'4.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 GT0398'THE STATION AT TIPTON, AT OCTOL SIDING, ABOUT 6 RAILS SOUTH
 GT0398'OF THE CROSSING OF AVENUE 184 (24 E), 47.0 FEET WEST OF THE WEST
 GT0398'RAIL OF THE MAIN TRACK, 51.3 FEET SOUTHEAST OF OCTOL R.M. 3,
 GT0398'23 1/2 FEET SOUTHWEST OF A SIGNAL LINE POLE, 1.2 FEET EAST OF
 GT0398'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACKS, AND RIVETED
 GT0398'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 GT0398'GROUND.  NOTE-- LOCATED NEAR THE NORTHWEST CORNER OF THE
 GT0398'NORTHEAST QUARTER OF SECTION 12, T 21 S, R 24 E.
 GT0398
 GT0398                          STATION RECOVERY (1970)
 GT0398
 GT0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GT0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0808 ***********************************************************************
 KS0808  DESIGNATION -  2668.9 USGS
 KS0808  PID         -  KS0808
 KS0808  STATE/COUNTY-  CA/YUBA
 KS0808  USGS QUAD   -  CAMPTONVILLE (1995)
 KS0808
 KS0808                         *CURRENT SURVEY CONTROL
 KS0808  ___________________________________________________________________
 KS0808* NAD 83(1986)-  39 27 11.     (N)    121 03 07.     (W)     SCALED    
 KS0808* NAVD 88     -       814.277  (meters)    2671.51   (feet)  ADJUSTED  
 KS0808  ___________________________________________________________________
 KS0808  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 KS0808  DYNAMIC HT  -         813.688 (meters)    2669.57  (feet)  COMP
 KS0808  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 KS0808
 KS0808  VERT ORDER  -  SECOND    CLASS 0
 KS0808
 KS0808.The horizontal coordinates were scaled from a topographic map and have
 KS0808.an estimated accuracy of +/- 6 seconds.
 KS0808
 KS0808.The orthometric height was determined by differential leveling
 KS0808.and adjusted in June 1991.
 KS0808
 KS0808.The geoid height was determined by GEOID03.
 KS0808
 KS0808.The dynamic height is computed by dividing the NAVD 88
 KS0808.geopotential number by the normal gravity value computed on the
 KS0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0808.degrees latitude (g = 980.6199 gals.).
 KS0808
 KS0808.The modeled gravity was interpolated from observed gravity values.
 KS0808
 KS0808;                    North         East    Units  Estimated Accuracy
 KS0808;SPC CA 2     -   698,730.    2,081,590.      MT  (+/- 180 meters Scaled)
 KS0808
 KS0808                          SUPERSEDED SURVEY CONTROL
 KS0808
 KS0808  NGVD 29 (??/??/??)  813.464  (m)         2668.84   (f) ADJUSTED    2 0
 KS0808
 KS0808.Superseded values are not recommended for survey control.
 KS0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0808.See file dsdata.txt to determine how the superseded data were derived.
 KS0808
 KS0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ676688(NAD 83)
 KS0808_MARKER: N = NAIL
 KS0808_SETTING: 0 = UNSPECIFIED SETTING
 KS0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0808
 KS0808  HISTORY     - Date     Condition        Report By
 KS0808  HISTORY     - UNK      MONUMENTED       USGS
 KS0808  HISTORY     - 1948     GOOD             NGS
 KS0808
 KS0808                          STATION DESCRIPTION
 KS0808
 KS0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS0808'AT CAMPTONVILLE.
 KS0808'AT THE WEST SIDE OF CAMPTONVILLE, YUBA COUNTY, ON STATE HIGHWAY
 KS0808'49, ABOUT 270 YARDS NORTH OF THE LANG GARAGE, AT THE EAST
 KS0808'SIDE OF THE HIGHWAY, AND IN THE SOUTH BASE OF A 15-INCH PINE
 KS0808'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 KS0808'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1706 ***********************************************************************
 EW1706  DESIGNATION -  267.014 C OF LA
 EW1706  PID         -  EW1706
 EW1706  STATE/COUNTY-  CA/LOS ANGELES
 EW1706  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1706
 EW1706                         *CURRENT SURVEY CONTROL
 EW1706  ___________________________________________________________________
 EW1706* NAD 83(1986)-  34 04 15.     (N)    118 24 19.     (W)     SCALED    
 EW1706* NAVD 88     -        82.17   (+/-2cm)     269.6    (feet)  VERTCON   
 EW1706  ___________________________________________________________________
 EW1706  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1706  VERT ORDER  -  THIRD (See Below)
 EW1706
 EW1706.The horizontal coordinates were scaled from a topographic map and have
 EW1706.an estimated accuracy of +/- 6 seconds.
 EW1706
 EW1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1706.The vertical order pertains to the NGVD 29 superseded value.
 EW1706
 EW1706.The geoid height was determined by GEOID03.
 EW1706
 EW1706;                    North         East    Units  Estimated Accuracy
 EW1706;SPC CA 5     -   563,400.    1,962,590.      MT  (+/- 180 meters Scaled)
 EW1706
 EW1706                          SUPERSEDED SURVEY CONTROL
 EW1706
 EW1706  NGVD 29 (??/??/??)   81.40   (m)          267.1    (f) RESET       3  
 EW1706
 EW1706.Superseded values are not recommended for survey control.
 EW1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1706.See file dsdata.txt to determine how the superseded data were derived.
 EW1706
 EW1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT703709(NAD 83)
 EW1706_MARKER: S = SPIKE
 EW1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1706_SP_SET: CONCRETE CURB
 EW1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1706
 EW1706  HISTORY     - Date     Condition        Report By
 EW1706  HISTORY     - UNK      MONUMENTED       CA1980
 EW1706  HISTORY     - 1945     GOOD             NGS
 EW1706
 EW1706                          STATION DESCRIPTION
 EW1706
 EW1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1706'AT BEVERLY HILLS.
 EW1706'AT BEVERLY HILLS AT THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1706'AND SANTA MONICA BOULEVARD, IN THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1706'41.4 FEET NORTH OF THE NORTHWEST CURBLINE OF SANTA MONICA
 EW1706'BOULEVARD (MEASURED ON THE NORTH CURBLINE OF WILSHIRE BOULEVARD).
 EW1706'A CUT SPIKE SET IN CONCRETE.  NOTE-- ON SANTA MONICA BOULEVARD,
 EW1706'BETWEEN RODEO DRIVE AND CAMDEN DRIVE, AND IN THE NORTHWEST
 EW1706'CURB OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1071 ***********************************************************************
 LU1071  DESIGNATION -  2675 USGS
 LU1071  PID         -  LU1071
 LU1071  STATE/COUNTY-  CA/TRINITY
 LU1071  USGS QUAD   -  
 LU1071
 LU1071                         *CURRENT SURVEY CONTROL
 LU1071  ___________________________________________________________________
 LU1071* NAD 83(1986)-  40 26 14.     (N)    123 07 44.     (W)     SCALED    
 LU1071* NAVD 88     -       816.53   (+/-2cm)    2678.9    (feet)  VERTCON   
 LU1071  ___________________________________________________________________
 LU1071  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 LU1071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1071
 LU1071.The horizontal coordinates were scaled from a topographic map and have
 LU1071.an estimated accuracy of +/- 6 seconds.
 LU1071
 LU1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1071.The vertical order pertains to the NGVD 29 superseded value.
 LU1071
 LU1071.The geoid height was determined by GEOID03.
 LU1071
 LU1071;                    North         East    Units  Estimated Accuracy
 LU1071;SPC CA 1     -   623,190.    1,904,230.      MT  (+/- 180 meters Scaled)
 LU1071
 LU1071                          SUPERSEDED SURVEY CONTROL
 LU1071
 LU1071  NGVD 29 (??/??/92)  815.59   (m)         2675.8    (f) COMPUTED    2 0
 LU1071
 LU1071.Superseded values are not recommended for survey control.
 LU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1071.See file dsdata.txt to determine how the superseded data were derived.
 LU1071
 LU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK890762(NAD 83)
 LU1071_MARKER: N = NAIL
 LU1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1071_SP_SET: STUMP
 LU1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1071
 LU1071  HISTORY     - Date     Condition        Report By
 LU1071  HISTORY     - UNK      MONUMENTED       USGS
 LU1071  HISTORY     - 1949     GOOD             NGS
 LU1071
 LU1071                          STATION DESCRIPTION
 LU1071
 LU1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1071'3.2 MI SE FROM PEANUT.
 LU1071'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE BRIDGE OVER
 LU1071'SALT CREEK AT PEANUT, 0.1 MILE SOUTHEAST OF BENCH MARK M 857,
 LU1071'ABOUT 175 FEET SOUTH EAST OF A POINT WHERE A SMALL STREAM CROSSES
 LU1071'THE HIGHWAY, A COPPER NAIL AND WASHER IN THE TOP OF A 48-INCH
 LU1071'PINE STUMP, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LU1071'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE
 LU1071'WHITE PAINTED LETTERS EL.2675.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1372 ***********************************************************************
 EW1372  DESIGNATION -  268.046 C OF LA
 EW1372  PID         -  EW1372
 EW1372  STATE/COUNTY-  CA/LOS ANGELES
 EW1372  USGS QUAD   -  HOLLYWOOD (1994)
 EW1372
 EW1372                         *CURRENT SURVEY CONTROL
 EW1372  ___________________________________________________________________
 EW1372* NAD 83(1986)-  34 02 55.     (N)    118 15 06.     (W)     SCALED    
 EW1372* NAVD 88     -        82.45   (+/-2cm)     270.5    (feet)  VERTCON   
 EW1372  ___________________________________________________________________
 EW1372  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1372  VERT ORDER  -  THIRD (See Below)
 EW1372
 EW1372.The horizontal coordinates were scaled from a topographic map and have
 EW1372.an estimated accuracy of +/- 6 seconds.
 EW1372
 EW1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1372.The vertical order pertains to the NGVD 29 superseded value.
 EW1372
 EW1372.The geoid height was determined by GEOID03.
 EW1372
 EW1372;                    North         East    Units  Estimated Accuracy
 EW1372;SPC CA 5     -   560,880.    1,976,760.      MT  (+/- 180 meters Scaled)
 EW1372
 EW1372                          SUPERSEDED SURVEY CONTROL
 EW1372
 EW1372  NGVD 29 (??/??/??)   81.67   (m)          267.9    (f) RESET       3  
 EW1372
 EW1372.Superseded values are not recommended for survey control.
 EW1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1372.See file dsdata.txt to determine how the superseded data were derived.
 EW1372
 EW1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844682(NAD 83)
 EW1372_MARKER: Z = SEE DESCRIPTION
 EW1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1372_SP_SET: CURB
 EW1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1372
 EW1372  HISTORY     - Date     Condition        Report By
 EW1372  HISTORY     - UNK      MONUMENTED       CA1980
 EW1372  HISTORY     - 1945     GOOD             NGS
 EW1372  HISTORY     - 1964     GOOD             NGS
 EW1372
 EW1372                          STATION DESCRIPTION
 EW1372
 EW1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1372'AT LOS ANGELES.
 EW1372'AT LOS ANGELES AT THE INTERSECTION OF HILL STREET AND FIFTH
 EW1372'STREET, 22.1 FEET NORTH OF NORTH CURB OF FIFTH STREET AND IN THE
 EW1372'WEST CURB OF HILL STREET, IN THE CENTER OF A CATCH BASIN.  AN
 EW1372'IRON PLUG CEMENTED IN A GRANITE SLAB.
 EW1372
 EW1372                          STATION RECOVERY (1964)
 EW1372
 EW1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1920 ***********************************************************************
 FU1920  DESIGNATION -  27 26 34 35
 FU1920  PID         -  FU1920
 FU1920  STATE/COUNTY-  CA/KERN
 FU1920  USGS QUAD   -  BUTTONWILLOW (1973)
 FU1920
 FU1920                         *CURRENT SURVEY CONTROL
 FU1920  ___________________________________________________________________
 FU1920* NAD 83(1986)-  35 27 27.     (N)    119 28 28.     (W)     SCALED    
 FU1920* NAVD 88     -        84.82   (+/-2cm)     278.3    (feet)  VERTCON   
 FU1920  ___________________________________________________________________
 FU1920  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 FU1920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU1920
 FU1920.The horizontal coordinates were scaled from a topographic map and have
 FU1920.an estimated accuracy of +/- 6 seconds.
 FU1920
 FU1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1920.The vertical order pertains to the NGVD 29 superseded value.
 FU1920
 FU1920.The geoid height was determined by GEOID03.
 FU1920
 FU1920;                    North         East    Units  Estimated Accuracy
 FU1920;SPC CA 5     -   718,130.    1,866,160.      MT  (+/- 180 meters Scaled)
 FU1920
 FU1920                          SUPERSEDED SURVEY CONTROL
 FU1920
 FU1920  NGVD 29 (??/??/92)   84.027  (m)          275.68   (f) ADJ UNCH    2 0
 FU1920
 FU1920.Superseded values are not recommended for survey control.
 FU1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1920.See file dsdata.txt to determine how the superseded data were derived.
 FU1920
 FU1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV754265(NAD 83)
 FU1920_MARKER: P = PIPE CAP
 FU1920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1920_STAMPING: T32S R24E MDMLGM ACD 27 26 34 35
 FU1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1920
 FU1920  HISTORY     - Date     Condition        Report By
 FU1920  HISTORY     - UNK      MONUMENTED       RBNF
 FU1920  HISTORY     - 1968     GOOD             NGS
 FU1920
 FU1920                          STATION DESCRIPTION
 FU1920
 FU1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU1920'5.7 MI SE FROM TAFT.
 FU1920'4.15 MILES SOUTHEAST ALONG GARDNER FIELD ROAD FROM THE
 FU1920'INTERSECTION OF STATE HIGHWAY 33 AT TAFT, THENCE 0.4 MILE SOUTH
 FU1920'ALONG DUVALL ROAD, THENCE 1.15 MILES SOUTH ALONG AN ASPHALT
 FU1920'ROAD WHICH IS ON THE INSIDE OF THE RIGHT-OF-WAY FENCE OF THE
 FU1920'CALIFORNIA AQUEDUCT, 186 FEET WEST OF THE CENTER LINE OF THE
 FU1920'ROAD, 81 FEET WEST OF THE NORTH END OF A GATE, 58 FEET
 FU1920'EAST-SOUTHEAST OF POWER POLE 151-15, 18 FEET EAST OF THE CENTER
 FU1920'LINE OF A DIRT ROAD, 12 FEET NORTH OF THE CENTER LINE OF A DIRT
 FU1920'ROAD, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 FU1920'THAN THE ROAD, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 FU1920'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0587 ***********************************************************************
 FU0587  DESIGNATION -  27 26 4 C USBR
 FU0587  PID         -  FU0587
 FU0587  STATE/COUNTY-  CA/KERN
 FU0587  USGS QUAD   -  FAMOSO (1968)
 FU0587
 FU0587                         *CURRENT SURVEY CONTROL
 FU0587  ___________________________________________________________________
 FU0587* NAD 83(1986)-  35 36 07.     (N)    119 11 11.     (W)     SCALED    
 FU0587* NAVD 88     -       140.04   (+/-2cm)     459.4    (feet)  VERTCON   
 FU0587  ___________________________________________________________________
 FU0587  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FU0587  VERT ORDER  -  THIRD (See Below)
 FU0587
 FU0587.The horizontal coordinates were scaled from a topographic map and have
 FU0587.an estimated accuracy of +/- 6 seconds.
 FU0587
 FU0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0587.The vertical order pertains to the NGVD 29 superseded value.
 FU0587
 FU0587.The geoid height was determined by GEOID03.
 FU0587
 FU0587;                    North         East    Units  Estimated Accuracy
 FU0587;SPC CA 5     -   733,800.    1,892,500.      MT  (+/- 180 meters Scaled)
 FU0587
 FU0587                          SUPERSEDED SURVEY CONTROL
 FU0587
 FU0587  NGVD 29 (??/??/??)  139.22   (m)          456.8    (f) RESET       3  
 FU0587
 FU0587.Superseded values are not recommended for survey control.
 FU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0587.See file dsdata.txt to determine how the superseded data were derived.
 FU0587
 FU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV019420(NAD 83)
 FU0587_MARKER: DD = SURVEY DISK
 FU0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0587_STAMPING: 27-26-4C
 FU0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0587+STABILITY: SURFACE MOTION
 FU0587
 FU0587  HISTORY     - Date     Condition        Report By
 FU0587  HISTORY     - UNK      MONUMENTED       BOR
 FU0587  HISTORY     - 1970     GOOD             NGS
 FU0587
 FU0587                          STATION DESCRIPTION
 FU0587
 FU0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU0587'1.5 MI E FROM FAMOSO.
 FU0587'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0587'THE STATION AT FAMOSO, THENCE 1.2 MILES EAST ALONG FAMOSO-WOODY
 FU0587'ROAD, AT THE INTERSECTION OF ZACHARY ROAD, 20 FEET NORTH OF THE
 FU0587'CENTER LINE OF FAMOSO-WOODY ROAD, 30 FEET EAST OF THE CENTER
 FU0587'LINE OF ZACHARY ROAD, 2 FEET WEST OF A POWER POLE, 1.8 FEET EAST
 FU0587'OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE GROUND, AND SET
 FU0587'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 FU0587'GROUND.  SEC 4, T 27 S, R 26 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0588 ***********************************************************************
 FU0588  DESIGNATION -  27 26 4 D USBR
 FU0588  PID         -  FU0588
 FU0588  STATE/COUNTY-  CA/KERN
 FU0588  USGS QUAD   -  FAMOSO (1968)
 FU0588
 FU0588                         *CURRENT SURVEY CONTROL
 FU0588  ___________________________________________________________________
 FU0588* NAD 83(1986)-  35 36 07.     (N)    119 10 38.     (W)     SCALED    
 FU0588* NAVD 88     -       145.63   (+/-2cm)     477.8    (feet)  VERTCON   
 FU0588  ___________________________________________________________________
 FU0588  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 FU0588  VERT ORDER  -  THIRD (See Below)
 FU0588
 FU0588.The horizontal coordinates were scaled from a topographic map and have
 FU0588.an estimated accuracy of +/- 6 seconds.
 FU0588
 FU0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0588.The vertical order pertains to the NGVD 29 superseded value.
 FU0588
 FU0588.The geoid height was determined by GEOID03.
 FU0588
 FU0588;                    North         East    Units  Estimated Accuracy
 FU0588;SPC CA 5     -   733,800.    1,893,330.      MT  (+/- 180 meters Scaled)
 FU0588
 FU0588                          SUPERSEDED SURVEY CONTROL
 FU0588
 FU0588  NGVD 29 (??/??/??)  144.81   (m)          475.1    (f) RESET       3  
 FU0588
 FU0588.Superseded values are not recommended for survey control.
 FU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0588.See file dsdata.txt to determine how the superseded data were derived.
 FU0588
 FU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV027419(NAD 83)
 FU0588_MARKER: DD = SURVEY DISK
 FU0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0588_STAMPING: 27-26-4D
 FU0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0588+STABILITY: SURFACE MOTION
 FU0588
 FU0588  HISTORY     - Date     Condition        Report By
 FU0588  HISTORY     - UNK      MONUMENTED       BOR
 FU0588  HISTORY     - 1957     GOOD             NGS
 FU0588  HISTORY     - 1966     GOOD             NGS
 FU0588
 FU0588                          STATION DESCRIPTION
 FU0588
 FU0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0588'2 MI E FROM FAMOSO.
 FU0588'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0588'THE STATION AT FAMOSO, THENCE 1.7 MILES EAST ALONG FAMOSO-WOODY
 FU0588'ROAD, IN R26E T27S, NEAR THE CENTER OF THE SOUTH SIDE OF SECTION
 FU0588'4, AT THE INTERSECTION OF A DIRT FARM ROAD, 47 1/2 FEET WEST OF
 FU0588'THE CENTER LINE OF THE DIRT FARM ROAD, 24 FEET NORTH OF THE
 FU0588'CENTER LINE OF FRESNO-WOODY ROAD, 2 1/2 FEET WEST OF A POWER
 FU0588'LINE POLE WITH A GUY WIRE, 1.7 FEET EAST OF A WITNESS POST, ABOUT
 FU0588'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 FU0588'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 FU0588
 FU0588                          STATION RECOVERY (1966)
 FU0588
 FU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0589 ***********************************************************************
 FU0589  DESIGNATION -  27 26 4 E USBR
 FU0589  PID         -  FU0589
 FU0589  STATE/COUNTY-  CA/KERN
 FU0589  USGS QUAD   -  FAMOSO (1968)
 FU0589
 FU0589                         *CURRENT SURVEY CONTROL
 FU0589  ___________________________________________________________________
 FU0589* NAD 83(1986)-  35 36 07.     (N)    119 10 07.     (W)     SCALED    
 FU0589* NAVD 88     -       156.42   (+/-2cm)     513.2    (feet)  VERTCON   
 FU0589  ___________________________________________________________________
 FU0589  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FU0589  VERT ORDER  -  THIRD (See Below)
 FU0589
 FU0589.The horizontal coordinates were scaled from a topographic map and have
 FU0589.an estimated accuracy of +/- 6 seconds.
 FU0589
 FU0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0589.The vertical order pertains to the NGVD 29 superseded value.
 FU0589
 FU0589.The geoid height was determined by GEOID03.
 FU0589
 FU0589;                    North         East    Units  Estimated Accuracy
 FU0589;SPC CA 5     -   733,790.    1,894,110.      MT  (+/- 180 meters Scaled)
 FU0589
 FU0589                          SUPERSEDED SURVEY CONTROL
 FU0589
 FU0589  NGVD 29 (??/??/??)  155.59   (m)          510.5    (f) RESET       3  
 FU0589
 FU0589.Superseded values are not recommended for survey control.
 FU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0589.See file dsdata.txt to determine how the superseded data were derived.
 FU0589
 FU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV035419(NAD 83)
 FU0589_MARKER: DD = SURVEY DISK
 FU0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0589_STAMPING: 27-26-4 E
 FU0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0589+STABILITY: SURFACE MOTION
 FU0589
 FU0589  HISTORY     - Date     Condition        Report By
 FU0589  HISTORY     - UNK      MONUMENTED       BOR
 FU0589  HISTORY     - 1970     GOOD             NGS
 FU0589
 FU0589                          STATION DESCRIPTION
 FU0589
 FU0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU0589'2.5 MI E FROM FAMOSO.
 FU0589'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0589'THE STATION AT FAMOSO, THENCE 2.2 MILES EAST ALONG FAMOSO-WOODY
 FU0589'ROAD, AT THE INTERSECTION OF WALLACE ROAD, 27 1/2 FEET NORTH OF
 FU0589'THE CENTER LINE OF FAMOSO-WOODY ROAD, 32 FEET WEST OF THE CENTER
 FU0589'LINE OF WALLACE ROAD, 2 FEET WEST OF A POWER POLE WITH TWO GUY
 FU0589'WIRES, 1.8 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 FU0589'THAN FAMOSO-WOODY ROAD AND SET IN THE TOP OF A CONCRETE POST
 FU0589'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 4, T 27 S, R 26 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9019 ***********************************************************************
 DY9019  DESIGNATION -  27 3 A LA CO
 DY9019  PID         -  DY9019
 DY9019  STATE/COUNTY-  CA/LOS ANGELES
 DY9019  USGS QUAD   -  VENICE (1981)
 DY9019
 DY9019                         *CURRENT SURVEY CONTROL
 DY9019  ___________________________________________________________________
 DY9019* NAD 83(1986)-  33 54 56.     (N)    118 25 39.     (W)     SCALED    
 DY9019* NAVD 88     -        12.29   (+/-2cm)      40.3    (feet)  VERTCON   
 DY9019  ___________________________________________________________________
 DY9019  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DY9019  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9019
 DY9019.The horizontal coordinates were scaled from a topographic map and have
 DY9019.an estimated accuracy of +/- 6 seconds.
 DY9019
 DY9019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9019.The vertical order pertains to the NGVD 29 superseded value.
 DY9019
 DY9019.The geoid height was determined by GEOID03.
 DY9019
 DY9019;                    North         East    Units  Estimated Accuracy
 DY9019;SPC CA 5     -   546,180.    1,960,470.      MT  (+/- 180 meters Scaled)
 DY9019
 DY9019                          SUPERSEDED SURVEY CONTROL
 DY9019
 DY9019  NGVD 29 (??/??/92)   11.556  (m)           37.91   (f) ADJ UNCH    1 1
 DY9019
 DY9019.Superseded values are not recommended for survey control.
 DY9019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9019.See file dsdata.txt to determine how the superseded data were derived.
 DY9019
 DY9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT680537(NAD 83)
 DY9019_MARKER: DD = SURVEY DISK
 DY9019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9019_SP_SET: CURB
 DY9019_STAMPING: BM 27-3A RE 7078
 DY9019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9019+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 DY9019
 DY9019  HISTORY     - Date     Condition        Report By
 DY9019  HISTORY     - UNK      MONUMENTED       CGS
 DY9019  HISTORY     - 1973     GOOD             CA-037
 DY9019  HISTORY     - 20050308 GOOD             GEOCAC
 DY9019
 DY9019                          STATION DESCRIPTION
 DY9019
 DY9019'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9019'IN EL SEGUNDO.
 DY9019'VISTA DEL MAR, 433 FEET SOUTH OF GRAND AVENUE, 22.3 FEET WEST OF
 DY9019'CENTERLINE, AT STANDARD OIL COMPANY GATE NO. 87.  SET IN TOP OF
 DY9019'WESTERLY CURB, 1 FOOT SOUTH OF SOUTHERLY END OF SOUTH CURB RETURN.
 DY9019
 DY9019                          STATION RECOVERY (2005)
 DY9019
 DY9019'RECOVERY NOTE BY GEOCACHING 2005 (LSB)
 DY9019'GATE NO. IS 37 NOT 87, AND COMPANY IS NOW CHEVRONTEXACO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5406 ***********************************************************************
 EW5406  DESIGNATION -  27 374 V CO
 EW5406  PID         -  EW5406
 EW5406  STATE/COUNTY-  CA/VENTURA
 EW5406  USGS QUAD   -  MATILIJA (1988)
 EW5406
 EW5406                         *CURRENT SURVEY CONTROL
 EW5406  ___________________________________________________________________
 EW5406* NAD 83(1986)-  34 23 48.     (N)    119 17 58.     (W)     SCALED    
 EW5406* NAVD 88     -       155.472  (meters)     510.08   (feet)  ADJUSTED  
 EW5406  ___________________________________________________________________
 EW5406  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW5406  DYNAMIC HT  -         155.307 (meters)     509.54  (feet)  COMP
 EW5406  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 EW5406
 EW5406  VERT ORDER  -  FIRST     CLASS I
 EW5406
 EW5406.The horizontal coordinates were scaled from a topographic map and have
 EW5406.an estimated accuracy of +/- 6 seconds.
 EW5406
 EW5406.The orthometric height was determined by differential leveling
 EW5406.and adjusted in June 1991.
 EW5406.WARNING-Repeat measurements at this control monument indicate possible
 EW5406.vertical movement.
 EW5406
 EW5406.The geoid height was determined by GEOID03.
 EW5406
 EW5406.The dynamic height is computed by dividing the NAVD 88
 EW5406.geopotential number by the normal gravity value computed on the
 EW5406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5406.degrees latitude (g = 980.6199 gals.).
 EW5406
 EW5406.The modeled gravity was interpolated from observed gravity values.
 EW5406
 EW5406;                    North         East    Units  Estimated Accuracy
 EW5406;SPC CA 5     -   600,240.    1,880,520.      MT  (+/- 180 meters Scaled)
 EW5406
 EW5406                          SUPERSEDED SURVEY CONTROL
 EW5406
 EW5406  NGVD 29 (??/??/92)  154.711  (m)          507.58   (f) ADJ UNCH    1 1
 EW5406
 EW5406.Superseded values are not recommended for survey control.
 EW5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5406.See file dsdata.txt to determine how the superseded data were derived.
 EW5406
 EW5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU886085(NAD 83)
 EW5406_MARKER: DB = BENCH MARK DISK
 EW5406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5406_SP_SET: CURB
 EW5406_STAMPING: 27 374 1964
 EW5406
 EW5406  HISTORY     - Date     Condition        Report By
 EW5406  HISTORY     - UNK      MONUMENTED
 EW5406  HISTORY     - 1977     SEE DESCRIPTION  NGS
 EW5406  HISTORY     - 1983     GOOD             USGS
 EW5406
 EW5406                          STATION DESCRIPTION
 EW5406
 EW5406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5406'5.45 MI SW FROM OJAI.
 EW5406'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5406'OJAI, THENCE 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 33, AT OAK VIEW
 EW5406'AT THE JUNCTION OF OAK VIEW AVENUE, IN THE TOP OF AN 8-INCH CURB, 33.0
 EW5406'FT. EAST OF THE CENTER LINE OF THE HIGHWAY (VENTURA AVENUE), 159.0 FT.
 EW5406'SOUTH OF THE CENTER LINE OF OAK VIEW AVENUE, 76.0 FT. SOUTHWEST OF THE
 EW5406'SOUTHWEST CORNER OF A FOOD STORE, 3.0 FT. NORTH OF THE SOUTH END OF
 EW5406'THE CURB.
 EW5406
 EW5406                          STATION RECOVERY (1983)
 EW5406
 EW5406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3211 ***********************************************************************
 AA3211  DESIGNATION -  27 4.9
 AA3211  PID         -  AA3211
 AA3211  STATE/COUNTY-  CA/LOS ANGELES
 AA3211  USGS QUAD   -  TOPANGA (1991)
 AA3211
 AA3211                         *CURRENT SURVEY CONTROL
 AA3211  ___________________________________________________________________
 AA3211* NAD 83(2007)-  34 05 41.35761(N)    118 36 07.13935(W)     ADJUSTED  
 AA3211* NAVD 88     -       239.924  (meters)     787.15   (feet)  ADJUSTED  
 AA3211  ___________________________________________________________________
 AA3211  EPOCH DATE  -        2007.00
 AA3211  X           -  -2,531,262.668 (meters)                     COMP
 AA3211  Y           -  -4,642,281.829 (meters)                     COMP
 AA3211  Z           -   3,555,276.290 (meters)                     COMP
 AA3211  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA3211  ELLIP HEIGHT-         204.884 (meters)          (02/10/07) ADJUSTED
 AA3211  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AA3211  DYNAMIC HT  -         239.673 (meters)     786.33  (feet)  COMP
 AA3211
 AA3211  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3211  Type    PID    Designation                      North   East  Ellip
 AA3211  -------------------------------------------------------------------
 AA3211  NETWORK AA3211 27 4.9                            0.59   1.08   4.74
 AA3211  -------------------------------------------------------------------
 AA3211  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 AA3211
 AA3211  VERT ORDER  -  FIRST     CLASS II
 AA3211
 AA3211.The horizontal coordinates were established by GPS observations
 AA3211.and adjusted by the National Geodetic Survey in February 2007.
 AA3211
 AA3211.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3211.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3211.The horizontal coordinates are valid at the epoch date displayed above.
 AA3211.The epoch date for horizontal control is a decimal equivalence
 AA3211.of Year/Month/Day.
 AA3211
 AA3211.The orthometric height was determined by differential leveling
 AA3211.and adjusted in June 1995.
 AA3211
 AA3211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3211
 AA3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3211
 AA3211.The ellipsoidal height was determined by GPS observations
 AA3211.and is referenced to NAD 83.
 AA3211
 AA3211.The geoid height was determined by GEOID03.
 AA3211
 AA3211.The dynamic height is computed by dividing the NAVD 88
 AA3211.geopotential number by the normal gravity value computed on the
 AA3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3211.degrees latitude (g = 980.6199 gals.).
 AA3211
 AA3211.The modeled gravity was interpolated from observed gravity values.
 AA3211
 AA3211;                    North         East     Units Scale Factor Converg.
 AA3211;SPC CA 5     -   566,147.417 1,944,448.827   MT  0.99998724   -0 20 35.3
 AA3211;SPC CA 5     - 1,857,435.32  6,379,412.53   sFT  0.99998724   -0 20 35.3
 AA3211;UTM  11      - 3,773,827.984   352,217.698   MT  0.99986922   -0 53 53.4
 AA3211
 AA3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3211!SPC CA 5     -   0.99996784  x   0.99998724  =   0.99995508
 AA3211!UTM  11      -   0.99996784  x   0.99986922  =   0.99983706
 AA3211
 AA3211                          SUPERSEDED SURVEY CONTROL
 AA3211
 AA3211  NAD 83(1994)-  34 05 41.34532(N)    118 36 07.12644(W) AD(1995.00) 1
 AA3211  ELLIP H (11/30/95)  204.888  (m)                       GP(1995.00) 4 2
 AA3211  NAVD 88 (11/30/95)  239.92   (m)          787.1    (f) LEVELING    3  
 AA3211
 AA3211.Superseded values are not recommended for survey control.
 AA3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3211.See file dsdata.txt to determine how the superseded data were derived.
 AA3211
 AA3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5221873828(NAD 83)
 AA3211_MARKER: DD = SURVEY DISK
 AA3211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3211_SP_SET: WINGWALL
 AA3211_STAMPING: LA 27-4.9 1994
 AA3211_MARK LOGO: CADT  
 AA3211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3211+STABILITY: SURFACE MOTION
 AA3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3211+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 AA3211
 AA3211  HISTORY     - Date     Condition        Report By
 AA3211  HISTORY     - 1994     MONUMENTED       RBNF
 AA3211  HISTORY     - 19940614 GOOD             NGS
 AA3211
 AA3211                          STATION DESCRIPTION
 AA3211
 AA3211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3211'0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 AA3211'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 1.7 M (5.6
 AA3211'FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE WINGWALL
 AA3211'OF THE GREENLEAF CANYON ROAD BRIDGE SPANNING A CREEK, 26.3 M (86.3 FT)
 AA3211'NORTHWEST OF THE HIGHWAY CENTERLINE, AND 5.0 M (16.4 FT) SOUTHWEST OF
 AA3211'AND LEVEL WITH THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1319 ***********************************************************************
 DY1319  DESIGNATION -  27 5 LA CO
 DY1319  PID         -  DY1319
 DY1319  STATE/COUNTY-  CA/LOS ANGELES
 DY1319  USGS QUAD   -  VENICE (1981)
 DY1319
 DY1319                         *CURRENT SURVEY CONTROL
 DY1319  ___________________________________________________________________
 DY1319* NAD 83(1986)-  33 55 26.     (N)    118 25 53.     (W)     SCALED    
 DY1319* NAVD 88     -        11.69   (+/-2cm)      38.4    (feet)  VERTCON   
 DY1319  ___________________________________________________________________
 DY1319  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DY1319  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1319
 DY1319.The horizontal coordinates were scaled from a topographic map and have
 DY1319.an estimated accuracy of +/- 6 seconds.
 DY1319
 DY1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1319.The vertical order pertains to the NGVD 29 superseded value.
 DY1319
 DY1319.The geoid height was determined by GEOID03.
 DY1319
 DY1319;                    North         East    Units  Estimated Accuracy
 DY1319;SPC CA 5     -   547,110.    1,960,110.      MT  (+/- 180 meters Scaled)
 DY1319
 DY1319                          SUPERSEDED SURVEY CONTROL
 DY1319
 DY1319  NGVD 29 (??/??/92)   10.948  (m)           35.92   (f) ADJ UNCH    1 1
 DY1319
 DY1319.Superseded values are not recommended for survey control.
 DY1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1319.See file dsdata.txt to determine how the superseded data were derived.
 DY1319
 DY1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT676546(NAD 83)
 DY1319_MARKER: Z = SEE DESCRIPTION
 DY1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY1319_SP_SET: BUILDING
 DY1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1319
 DY1319  HISTORY     - Date     Condition        Report By
 DY1319  HISTORY     - UNK      MONUMENTED       CA1980
 DY1319  HISTORY     - 1968     GOOD             CA1980
 DY1319
 DY1319                          STATION DESCRIPTION
 DY1319
 DY1319'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1319'0.7 MI NNW FROM EL SEGUNDO.
 DY1319'0.7 MI NNW OF EL SEGUNDO POST OFFICE, VISTA DEL MAR, ON THE
 DY1319'CENTER LINE, IN FRONT OF THE HYPERIAN ADMINISTRATION BUILDING
 DY1319'AND ON LINE WITH THE FLAG POLE AND THE FRONT ENTRANCE DOOR, 124.6
 DY1319'FEET S OF THE SOUTH END OF THE CURB RETURN AT THE NORTH END OF
 DY1319'THE SEMI-CIRCULAR DRIVE, 124.6 FEET NW OF THE NORTH END OF THE
 DY1319'CURB RETURN AT THE SOUTH END OF THE SEMI-CIRCULAR DRIVE, MIDWAY
 DY1319'BETWEEN THE EASTERLY AND WESTERLY CURB OF VISTA DEL MAR AND SET
 DY1319'ABOUT 11 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1693 ***********************************************************************
 DY1693  DESIGNATION -  27 57 C LA CO
 DY1693  PID         -  DY1693
 DY1693  STATE/COUNTY-  CA/LOS ANGELES
 DY1693  USGS QUAD   -  INGLEWOOD (1981)
 DY1693
 DY1693                         *CURRENT SURVEY CONTROL
 DY1693  ___________________________________________________________________
 DY1693* NAD 83(1986)-  33 59 26.     (N)    118 19 52.     (W)     SCALED    
 DY1693* NAVD 88     -        55.46   (+/-2cm)     182.0    (feet)  VERTCON   
 DY1693  ___________________________________________________________________
 DY1693  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY1693  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1693
 DY1693.The horizontal coordinates were scaled from a topographic map and have
 DY1693.an estimated accuracy of +/- 6 seconds.
 DY1693
 DY1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1693.The vertical order pertains to the NGVD 29 superseded value.
 DY1693
 DY1693.The geoid height was determined by GEOID03.
 DY1693
 DY1693;                    North         East    Units  Estimated Accuracy
 DY1693;SPC CA 5     -   554,470.    1,969,410.      MT  (+/- 180 meters Scaled)
 DY1693
 DY1693                          SUPERSEDED SURVEY CONTROL
 DY1693
 DY1693  NGVD 29 (??/??/92)   54.69   (m)          179.4    (f) COMPUTED    1 1
 DY1693
 DY1693.Superseded values are not recommended for survey control.
 DY1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1693.See file dsdata.txt to determine how the superseded data were derived.
 DY1693
 DY1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770619(NAD 83)
 DY1693_MARKER: DD = SURVEY DISK
 DY1693_SETTING: 0 = UNSPECIFIED SETTING
 DY1693_STAMPING: BM 27-57-C
 DY1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1693
 DY1693  HISTORY     - Date     Condition        Report By
 DY1693  HISTORY     - UNK      MONUMENTED       CA-037
 DY1693  HISTORY     - 1969     GOOD             CA1980
 DY1693
 DY1693                          STATION DESCRIPTION
 DY1693
 DY1693'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY1693'AT LOS ANGELES.
 DY1693'LOS ANGELES CONTY BENCH MARK MONUMENT, STAMPED BM 27-57-C
 DY1693'1960 RE 5896, 9 FEET WEST OF WEST CURB LINE OF CRENSHAW BOULEVARD,
 DY1693'35.2 FEET SOUTH OF SOUTH CURB LINE OF 57TH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1313 ***********************************************************************
 DY1313  DESIGNATION -  27 7 A LA CO
 DY1313  PID         -  DY1313
 DY1313  STATE/COUNTY-  CA/LOS ANGELES
 DY1313  USGS QUAD   -  VENICE (1981)
 DY1313
 DY1313                         *CURRENT SURVEY CONTROL
 DY1313  ___________________________________________________________________
 DY1313* NAD 83(1986)-  33 55 54.     (N)    118 26 07.     (W)     SCALED    
 DY1313* NAVD 88     -        13.98   (+/-2cm)      45.9    (feet)  VERTCON   
 DY1313  ___________________________________________________________________
 DY1313  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DY1313  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1313
 DY1313.The horizontal coordinates were scaled from a topographic map and have
 DY1313.an estimated accuracy of +/- 6 seconds.
 DY1313
 DY1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1313.The vertical order pertains to the NGVD 29 superseded value.
 DY1313
 DY1313.The geoid height was determined by GEOID03.
 DY1313
 DY1313;                    North         East    Units  Estimated Accuracy
 DY1313;SPC CA 5     -   547,970.    1,959,750.      MT  (+/- 180 meters Scaled)
 DY1313
 DY1313                          SUPERSEDED SURVEY CONTROL
 DY1313
 DY1313  NGVD 29 (??/??/92)   13.239  (m)           43.44   (f) ADJ UNCH    1 1
 DY1313
 DY1313.Superseded values are not recommended for survey control.
 DY1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1313.See file dsdata.txt to determine how the superseded data were derived.
 DY1313
 DY1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT673555(NAD 83)
 DY1313_MARKER: S = SPIKE
 DY1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1313_SP_SET: CATCH BASIN
 DY1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1313
 DY1313  HISTORY     - Date     Condition        Report By
 DY1313  HISTORY     - UNK      MONUMENTED       CA1980
 DY1313  HISTORY     - 1968     GOOD             CA1980
 DY1313
 DY1313                          STATION DESCRIPTION
 DY1313
 DY1313'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1313'1.4 MI NW FROM EL SEGUNDO.
 DY1313'1.35 MI NW OF EL SEGUNDO POST OFFICE, VISTA DEL MAR AND IMPERIAL
 DY1313'HIGHWAY AT THE NE CORNER, ABOUT 325 FEET N OF THE N END OF THE
 DY1313'CURB RETURN, 0.6 FEET BACK OF THE CURB IN THE NORTH END OF A
 DY1313'STORM DRAIN CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1309 ***********************************************************************
 DY1309  DESIGNATION -  27 9 B LA CO
 DY1309  PID         -  DY1309
 DY1309  STATE/COUNTY-  CA/LOS ANGELES
 DY1309  USGS QUAD   -  VENICE (1981)
 DY1309
 DY1309                         *CURRENT SURVEY CONTROL
 DY1309  ___________________________________________________________________
 DY1309* NAD 83(1986)-  33 56 26.     (N)    118 26 24.     (W)     SCALED    
 DY1309* NAVD 88     -        17.32   (+/-2cm)      56.8    (feet)  VERTCON   
 DY1309  ___________________________________________________________________
 DY1309  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DY1309  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1309
 DY1309.The horizontal coordinates were scaled from a topographic map and have
 DY1309.an estimated accuracy of +/- 6 seconds.
 DY1309
 DY1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1309.The vertical order pertains to the NGVD 29 superseded value.
 DY1309
 DY1309.The geoid height was determined by GEOID03.
 DY1309
 DY1309;                    North         East    Units  Estimated Accuracy
 DY1309;SPC CA 5     -   548,960.    1,959,320.      MT  (+/- 180 meters Scaled)
 DY1309
 DY1309                          SUPERSEDED SURVEY CONTROL
 DY1309
 DY1309  NGVD 29 (??/??/92)   16.57   (m)           54.4    (f) COMPUTED    1 1
 DY1309
 DY1309.Superseded values are not recommended for survey control.
 DY1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1309.See file dsdata.txt to determine how the superseded data were derived.
 DY1309
 DY1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT669564(NAD 83)
 DY1309_MARKER: Z = SEE DESCRIPTION
 DY1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1309_SP_SET: CAST IRON COVER
 DY1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1309
 DY1309  HISTORY     - Date     Condition        Report By
 DY1309  HISTORY     - UNK      MONUMENTED       CA1980
 DY1309  HISTORY     - 1968     GOOD             CA1980
 DY1309
 DY1309                          STATION DESCRIPTION
 DY1309
 DY1309'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1309'IN LOS ANGELES.
 DY1309'IN LOS ANGELES, WEST OF LOS ANGELES INTERNATIONAL AIRPORT,
 DY1309'VISTA DEL MAR AND DEAUVILLE STREET, AT THE CENTER LINE
 DY1309'INTERSECTION, ABOUT 12 INCHES BELOW THE SURFACE IN A WELL AND
 DY1309'PROTECTED BY A CAST IRON COVER MARKED CITY OF LA ENGINEERING
 DY1309'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9045 ***********************************************************************
 JT9045  DESIGNATION -  27 A
 JT9045  PID         -  JT9045
 JT9045  STATE/COUNTY-  CA/NAPA
 JT9045  USGS QUAD   -  NAPA (1980)
 JT9045
 JT9045                         *CURRENT SURVEY CONTROL
 JT9045  ___________________________________________________________________
 JT9045* NAD 83(1986)-  38 19 48.     (N)    122 18 04.     (W)     SCALED    
 JT9045* NAVD 88     -        16.97   (+/-2cm)      55.7    (feet)  VERTCON   
 JT9045  ___________________________________________________________________
 JT9045  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9045  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9045
 JT9045.The horizontal coordinates were scaled from a topographic map and have
 JT9045.an estimated accuracy of +/- 6 seconds.
 JT9045
 JT9045.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9045.The vertical order pertains to the NGVD 29 superseded value.
 JT9045
 JT9045.The geoid height was determined by GEOID03.
 JT9045
 JT9045;                    North         East    Units  Estimated Accuracy
 JT9045;SPC CA 2     -   573,680.    1,973,670.      MT  (+/- 180 meters Scaled)
 JT9045
 JT9045                          SUPERSEDED SURVEY CONTROL
 JT9045
 JT9045  NGVD 29 (??/??/92)   16.18   (m)           53.1    (f) COMPUTED    2 2
 JT9045
 JT9045.Superseded values are not recommended for survey control.
 JT9045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9045.See file dsdata.txt to determine how the superseded data were derived.
 JT9045
 JT9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610426(NAD 83)
 JT9045_MARKER: Z = SEE DESCRIPTION
 JT9045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9045_SP_SET: WELL MONUMENT
 JT9045_MARK LOGO: CA2330
 JT9045_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9045
 JT9045  HISTORY     - Date     Condition        Report By
 JT9045  HISTORY     - 1971     MONUMENTED       CA2330
 JT9045
 JT9045                          STATION DESCRIPTION
 JT9045
 JT9045'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9045'AT INTERSECTION OF WILLIS AND SIERRA AVENUES, 10 FEET BY 10 FEET
 JT9045'SOUTHWEST, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2321 ***********************************************************************
 DX2321  DESIGNATION -  27 A 41
 DX2321  PID         -  DX2321
 DX2321  STATE/COUNTY-  CA/ORANGE
 DX2321  USGS QUAD   -  ANAHEIM (1981)
 DX2321
 DX2321                         *CURRENT SURVEY CONTROL
 DX2321  ___________________________________________________________________
 DX2321* NAD 83(1986)-  33 50 13.     (N)    117 56 45.     (W)     SCALED    
 DX2321* NAVD 88     -        39.01   (+/-2cm)     128.0    (feet)  VERTCON   
 DX2321  ___________________________________________________________________
 DX2321  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DX2321  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2321
 DX2321.The horizontal coordinates were scaled from a topographic map and have
 DX2321.an estimated accuracy of +/- 6 seconds.
 DX2321
 DX2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2321.The vertical order pertains to the NGVD 29 superseded value.
 DX2321
 DX2321.The geoid height was determined by GEOID03.
 DX2321
 DX2321;                    North         East    Units  Estimated Accuracy
 DX2321;SPC CA 6     -   686,520.    1,843,040.      MT  (+/- 180 meters Scaled)
 DX2321
 DX2321                          SUPERSEDED SURVEY CONTROL
 DX2321
 DX2321  NGVD 29 (??/??/??)   38.335  (m)          125.77   (f) ADJUSTED    1 1
 DX2321
 DX2321.Superseded values are not recommended for survey control.
 DX2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2321.See file dsdata.txt to determine how the superseded data were derived.
 DX2321
 DX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT124444(NAD 83)
 DX2321_MARKER: DD = SURVEY DISK
 DX2321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2321_SP_SET: CONCRETE VAULT
 DX2321_STAMPING: BM 27-A-41
 DX2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2321
 DX2321  HISTORY     - Date     Condition        Report By
 DX2321  HISTORY     - UNK      MONUMENTED       CADH
 DX2321  HISTORY     - 1968     GOOD             NGS
 DX2321  HISTORY     - 1974     GOOD             CA-059
 DX2321  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2321
 DX2321                          STATION DESCRIPTION
 DX2321
 DX2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2321'2.3 MI W FROM ANAHEIM.
 DX2321'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2321'RAILWAY STATION AT ANAHEIM, 139 FEET SOUTHEAST OF MILE POST
 DX2321'508, 10.8 FEET NORTHEAST OF A 6 FOOT HIGH CHAIN LINK FENCE,
 DX2321'28 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 DX2321'SET IN THE CENTER OF THE NORTHEAST END OF A 3 FOOT BY 7.5 FOOT
 DX2321'CONCRETE VAULT LEVEL WITH THE GROUND, WITNESSED BY A 6 INCH BY
 DX2321'6 INCH POST 2.5 FEET HIGH PAINTED SILVER, 0.60 OF A FOOT LOWER
 DX2321'THAN THE SIDING TRACK RAIL.
 DX2321
 DX2321                          STATION RECOVERY (1974)
 DX2321
 DX2321'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2321'RECOVERED IN GOOD CONDITION.
 DX2321
 DX2321                          STATION RECOVERY (2006)
 DX2321
 DX2321'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9046 ***********************************************************************
 JT9046  DESIGNATION -  27 B
 JT9046  PID         -  JT9046
 JT9046  STATE/COUNTY-  CA/NAPA
 JT9046  USGS QUAD   -  NAPA (1980)
 JT9046
 JT9046                         *CURRENT SURVEY CONTROL
 JT9046  ___________________________________________________________________
 JT9046* NAD 83(1986)-  38 19 54.     (N)    122 17 52.     (W)     SCALED    
 JT9046* NAVD 88     -        16.24   (+/-2cm)      53.3    (feet)  VERTCON   
 JT9046  ___________________________________________________________________
 JT9046  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT9046  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9046
 JT9046.The horizontal coordinates were scaled from a topographic map and have
 JT9046.an estimated accuracy of +/- 6 seconds.
 JT9046
 JT9046.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9046.The vertical order pertains to the NGVD 29 superseded value.
 JT9046
 JT9046.The geoid height was determined by GEOID03.
 JT9046
 JT9046;                    North         East    Units  Estimated Accuracy
 JT9046;SPC CA 2     -   573,860.    1,973,960.      MT  (+/- 180 meters Scaled)
 JT9046
 JT9046                          SUPERSEDED SURVEY CONTROL
 JT9046
 JT9046  NGVD 29 (??/??/92)   15.45   (m)           50.7    (f) COMPUTED    2 2
 JT9046
 JT9046.Superseded values are not recommended for survey control.
 JT9046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9046.See file dsdata.txt to determine how the superseded data were derived.
 JT9046
 JT9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613428(NAD 83)
 JT9046_MARKER: DD = SURVEY DISK
 JT9046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9046_SP_SET: CONCRETE POST
 JT9046_MARK LOGO: CA2330
 JT9046_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9046+STABILITY: SURFACE MOTION
 JT9046
 JT9046  HISTORY     - Date     Condition        Report By
 JT9046  HISTORY     - 1971     MONUMENTED       CA2330
 JT9046
 JT9046                          STATION DESCRIPTION
 JT9046
 JT9046'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9046'ALONG GARFIELD LANE, 60 FT (18.3 M) WEST OF ROSEWOOD LANE, 5 FT
 JT9046'(1.5 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9046'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1216 ***********************************************************************
 FT1216  DESIGNATION -  27 BIS
 FT1216  PID         -  FT1216
 FT1216  STATE/COUNTY-  CA/KERN
 FT1216  USGS QUAD   -  SALTDALE NW (1967)
 FT1216
 FT1216                         *CURRENT SURVEY CONTROL
 FT1216  ___________________________________________________________________
 FT1216* NAD 83(1986)-  35 29 09.     (N)    117 57 19.     (W)     SCALED    
 FT1216* NAVD 88     -       954.230  (meters)    3130.67   (feet)  ADJUSTED  
 FT1216  ___________________________________________________________________
 FT1216  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FT1216  DYNAMIC HT  -         953.126 (meters)    3127.05  (feet)  COMP
 FT1216  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 FT1216
 FT1216  VERT ORDER  -  FIRST     CLASS II
 FT1216
 FT1216.The horizontal coordinates were scaled from a topographic map and have
 FT1216.an estimated accuracy of +/- 6 seconds.
 FT1216
 FT1216.The orthometric height was determined by differential leveling
 FT1216.and adjusted in June 1991.
 FT1216
 FT1216.The geoid height was determined by GEOID03.
 FT1216
 FT1216.The dynamic height is computed by dividing the NAVD 88
 FT1216.geopotential number by the normal gravity value computed on the
 FT1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1216.degrees latitude (g = 980.6199 gals.).
 FT1216
 FT1216.The modeled gravity was interpolated from observed gravity values.
 FT1216
 FT1216;                    North         East    Units  Estimated Accuracy
 FT1216;SPC CA 5     -   720,290.    2,004,060.      MT  (+/- 180 meters Scaled)
 FT1216
 FT1216                          SUPERSEDED SURVEY CONTROL
 FT1216
 FT1216.No superseded survey control is available for this station.
 FT1216
 FT1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV133273(NAD 83)
 FT1216_MARKER: DB = BENCH MARK DISK
 FT1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1216_SP_SET: CONCRETE POST
 FT1216_STAMPING: 27 BIS 1966 3128
 FT1216_MARK LOGO: USGS  
 FT1216_PROJECTION: PROJECTING 10 CENTIMETERS
 FT1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1216+STABILITY: SURFACE MOTION
 FT1216
 FT1216  HISTORY     - Date     Condition        Report By
 FT1216  HISTORY     - 1966     MONUMENTED       USGS
 FT1216  HISTORY     - 1983     GOOD             NGS
 FT1216
 FT1216                          STATION DESCRIPTION
 FT1216
 FT1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1216'23.2 KM (14.4 MI) NORTH FROM CANTIL.
 FT1216'23.2 KM (14.45 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FT1216'AT CANTIL, 0.1 KM (0.05 MI) NORTH OF MILEPOST 49.20, 14.6 METERS
 FT1216'(48 FT) EAST OF THE HIGHWAY CENTERLINE AND 46.3 METERS (152 FT) WEST
 FT1216'OF THE RIGHT OF WAY FENCE.
 FT1216'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 FT1216'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0486 ***********************************************************************
 HS0486  DESIGNATION -  27 CAHD
 HS0486  PID         -  HS0486
 HS0486  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0486  USGS QUAD   -  LATHROP (1987)
 HS0486
 HS0486                         *CURRENT SURVEY CONTROL
 HS0486  ___________________________________________________________________
 HS0486* NAD 83(1986)-  37 51 32.     (N)    121 16 51.     (W)     SCALED    
 HS0486* NAVD 88     -         5.37   (+/-2cm)      17.6    (feet)  VERTCON   
 HS0486  ___________________________________________________________________
 HS0486  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HS0486  VERT ORDER  -  THIRD (See Below)
 HS0486
 HS0486.The horizontal coordinates were scaled from a topographic map and have
 HS0486.an estimated accuracy of +/- 6 seconds.
 HS0486
 HS0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0486.The vertical order pertains to the NGVD 29 superseded value.
 HS0486
 HS0486.The geoid height was determined by GEOID03.
 HS0486
 HS0486;                    North         East    Units  Estimated Accuracy
 HS0486;SPC CA 3     -   651,100.    1,931,290.      MT  (+/- 180 meters Scaled)
 HS0486
 HS0486                          SUPERSEDED SURVEY CONTROL
 HS0486
 HS0486  NGVD 29 (??/??/??)    4.67   (m)           15.3    (f) RESET       3  
 HS0486
 HS0486.Superseded values are not recommended for survey control.
 HS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0486.See file dsdata.txt to determine how the superseded data were derived.
 HS0486
 HS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG512915(NAD 83)
 HS0486_MARKER: DD = SURVEY DISK
 HS0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0486+STABILITY: SURFACE MOTION
 HS0486
 HS0486  HISTORY     - Date     Condition        Report By
 HS0486  HISTORY     - UNK      MONUMENTED       CADH
 HS0486  HISTORY     - 1959     GOOD             NGS
 HS0486
 HS0486                          STATION DESCRIPTION
 HS0486
 HS0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0486'1.7 MI S FROM FRENCH CAMP.
 HS0486'1.7 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 HS0486'MATHEWS ROAD AT FRENCH CAMP, AT THE T JUNCTION OF BRIGGS AVENUE
 HS0486'LEADING WEST, BETWEEN THE EAST AND WEST TRAFFIC LANES OF THE
 HS0486'HIGHWAY, 76 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT DRIVE
 HS0486'BETWEEN THE TRAFFIC LANES, 83 FEET WEST OF THE CENTER LINE OF THE
 HS0486'EAST TRAFFIC LANES, 36 FEET EAST OF THE CENTER LINE OF THE WEST
 HS0486'TRAFFIC LANES, 1.2 FEET NORTH OF A METAL STATION MARKER PAINTED
 HS0486'MON 27, ABOUT 1 FOOT LOWER THAN THE WEST TRAFFIC LANES, AND SET IN
 HS0486'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0530 ***********************************************************************
 JT0530  HT_MOD      -  This is a Height Modernization Survey Station.
 JT0530  DESIGNATION -  27 CC CO
 JT0530  PID         -  JT0530
 JT0530  STATE/COUNTY-  CA/CONTRA COSTA
 JT0530  USGS QUAD   -  BENICIA (1980)
 JT0530
 JT0530                         *CURRENT SURVEY CONTROL
 JT0530  ___________________________________________________________________
 JT0530* NAD 83(2007)-  38 03 08.79958(N)    122 13 21.52520(W)     ADJUSTED  
 JT0530* NAVD 88     -        18.55   (meters)      60.9    (feet)  GPS OBS   
 JT0530  ___________________________________________________________________
 JT0530  EPOCH DATE  -        2007.00
 JT0530  X           -  -2,681,427.352 (meters)                     COMP
 JT0530  Y           -  -4,254,304.386 (meters)                     COMP
 JT0530  Z           -   3,910,021.133 (meters)                     COMP
 JT0530  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 JT0530  ELLIP HEIGHT-         -13.518 (meters)          (02/10/07) ADJUSTED
 JT0530  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JT0530
 JT0530  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JT0530  Type    PID    Designation                      North   East  Ellip
 JT0530  -------------------------------------------------------------------
 JT0530  NETWORK JT0530 27 CC CO                          0.96   0.90   2.18
 JT0530  -------------------------------------------------------------------
 JT0530
 JT0530.The horizontal coordinates were established by GPS observations
 JT0530.and adjusted by the National Geodetic Survey in February 2007.
 JT0530
 JT0530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JT0530.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JT0530.The horizontal coordinates are valid at the epoch date displayed above.
 JT0530.The epoch date for horizontal control is a decimal equivalence
 JT0530.of Year/Month/Day.
 JT0530
 JT0530.The orthometric height was determined by GPS observations and a
 JT0530.high-resolution geoid model.
 JT0530.The orthometric height was determined by GPS observations and a
 JT0530.high-resolution geoid model using precise GPS observation and
 JT0530.processing techniques.
 JT0530
 JT0530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JT0530
 JT0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 JT0530
 JT0530.The ellipsoidal height was determined by GPS observations
 JT0530.and is referenced to NAD 83.
 JT0530
 JT0530.The geoid height was determined by GEOID03.
 JT0530
 JT0530;                    North         East     Units Scale Factor Converg.
 JT0530;SPC CA 3     -   673,685.018 1,848,820.747   MT  0.99994297   -1 03 16.8
 JT0530;SPC CA 3     - 2,210,248.26  6,065,672.73   sFT  0.99994297   -1 03 16.8
 JT0530;UTM  10      - 4,211,919.037   568,201.489   MT  0.99965729   +0 28 45.0
 JT0530
 JT0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JT0530!SPC CA 3     -   1.00000212  x   0.99994297  =   0.99994509
 JT0530!UTM  10      -   1.00000212  x   0.99965729  =   0.99965941
 JT0530
 JT0530                          SUPERSEDED SURVEY CONTROL
 JT0530
 JT0530  NAD 83(1998)-  38 03 08.79763(N)    122 13 21.52161(W) AD(2000.86) B
 JT0530  ELLIP H (11/27/02)  -13.484  (m)                       GP(       ) 4 1
 JT0530  NAD 83(1992)-  38 03 08.79484(N)    122 13 21.52051(W) AD(1997.30) 1
 JT0530  ELLIP H (07/10/98)  -13.529  (m)                       GP(1997.30) 4 1
 JT0530  NAD 83(1992)-  38 03 08.79448(N)    122 13 21.52045(W) AD(1997.30) 1
 JT0530  ELLIP H (03/20/98)  -13.436  (m)                       GP(1997.30) 3 2
 JT0530  NGVD 29 (??/??/92)   17.80   (m)           58.4    (f) COMPUTED    1 1
 JT0530
 JT0530.Superseded values are not recommended for survey control.
 JT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0530.See file dsdata.txt to determine how the superseded data were derived.
 JT0530
 JT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH6820111919(NAD 83)
 JT0530_MARKER: DD = SURVEY DISK
 JT0530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT0530_SP_SET: SET IN SIDEWALK
 JT0530_STAMPING: 27
 JT0530_MARK LOGO: CGS   
 JT0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0530+STABILITY: SURFACE MOTION
 JT0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0530+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2001
 JT0530
 JT0530  HISTORY     - Date     Condition        Report By
 JT0530  HISTORY     - UNK      MONUMENTED       CA-013
 JT0530  HISTORY     - 1956     GOOD             NGS
 JT0530  HISTORY     - 1969     GOOD             NGS
 JT0530  HISTORY     - 19970402 GOOD             NGS
 JT0530  HISTORY     - 20010114 GOOD             FRAME
 JT0530
 JT0530                          STATION DESCRIPTION
 JT0530
 JT0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JT0530'AT CROCKETT.
 JT0530'AT CROCKETT, ALONG POMONA STREET, IN R3W T2N S5, 61 FEET
 JT0530'NORTHEAST OF THE CENTER OF THE T JUNCTION OF 3RD AVENUE, IN THE
 JT0530'TOP OF THE SOUTHEAST CORNER OF A CONCRETE SIDEWALK LEADING
 JT0530'NORTH TO JOHN SWETT UNION HIGH SCHOOL, 1.0 FEET NORTH OF THE NORTH
 JT0530'CURB OF THE STREET, 0.3 FOOT WEST OF AN IRON PIPE GUARDRAIL,
 JT0530'AND ABOUT LEVEL WITH THE STREET.
 JT0530
 JT0530                          STATION RECOVERY (1969)
 JT0530
 JT0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JT0530'RECOVERED IN GOOD CONDITION.
 JT0530
 JT0530                          STATION RECOVERY (1997)
 JT0530
 JT0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD)
 JT0530'RECOVERED AS DESCRIBED.
 JT0530
 JT0530                          STATION RECOVERY (2001)
 JT0530
 JT0530'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2001 (JHF)
 JT0530'THE STATION WAS RECOVERED.  IT IS 1.1 M (3.6 FT) WEST OF A CORRUGATED
 JT0530'STEEL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2221 ***********************************************************************
 EV2221  DESIGNATION -  27 FMK
 EV2221  PID         -  EV2221
 EV2221  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2221  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2221
 EV2221                         *CURRENT SURVEY CONTROL
 EV2221  ___________________________________________________________________
 EV2221* NAD 83(1986)-  34 59 42.     (N)    117 36 06.     (W)     SCALED    
 EV2221* NAVD 88     -       767.157  (meters)    2516.91   (feet)  ADJUSTED  
 EV2221  ___________________________________________________________________
 EV2221  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2221  DYNAMIC HT  -         766.292 (meters)    2514.08  (feet)  COMP
 EV2221  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 EV2221
 EV2221  VERT ORDER  -  FIRST     CLASS I
 EV2221
 EV2221.The horizontal coordinates were scaled from a topographic map and have
 EV2221.an estimated accuracy of +/- 6 seconds.
 EV2221
 EV2221.The orthometric height was determined by differential leveling
 EV2221.and adjusted in June 1991.
 EV2221
 EV2221.The geoid height was determined by GEOID03.
 EV2221
 EV2221.The dynamic height is computed by dividing the NAVD 88
 EV2221.geopotential number by the normal gravity value computed on the
 EV2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2221.degrees latitude (g = 980.6199 gals.).
 EV2221
 EV2221.The modeled gravity was interpolated from observed gravity values.
 EV2221
 EV2221;                    North         East    Units  Estimated Accuracy
 EV2221;SPC CA 5     -   665,910.    2,036,360.      MT  (+/- 180 meters Scaled)
 EV2221
 EV2221                          SUPERSEDED SURVEY CONTROL
 EV2221
 EV2221  NGVD 29 (??/??/92)  766.360  (m)         2514.30   (f) ADJ UNCH    1 1
 EV2221
 EV2221.Superseded values are not recommended for survey control.
 EV2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2221.See file dsdata.txt to determine how the superseded data were derived.
 EV2221
 EV2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU450726(NAD 83)
 EV2221_MARKER: DD = SURVEY DISK
 EV2221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2221_SP_SET: 10 FEET
 EV2221_STAMPING: 27 FMK 1973
 EV2221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2221
 EV2221  HISTORY     - Date     Condition        Report By
 EV2221  HISTORY     - 1973     MONUMENTED       USGS
 EV2221  HISTORY     - 1974     GOOD             NGS
 EV2221  HISTORY     - 1977     GOOD             NGS
 EV2221
 EV2221                          STATION DESCRIPTION
 EV2221
 EV2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2221'2.8 MI E FROM BORON.
 EV2221'2.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2221'FROM THE STATION AT BORON, 6 POLES WEST AND ACROSS THE TRACK FROM
 EV2221'MILEPOST 781, 45.6 FEET SOUTH OF THE SOUTH RAIL, 17 FEET SOUTH
 EV2221'OF THE CENTER LINE OF A TRACK ROAD, 17 1/2 FEET NORTH OF THE
 EV2221'CENTER LINE OF A TRACK ROAD, 5 1/2 FEET SOUTH OF TELEPHONE POLE
 EV2221'191-6, 1.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 EV2221'THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A
 EV2221'DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 EV2221'6-INCH PLASTIC PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION
 EV2221'3, T10N, R7W
 EV2221
 EV2221                          STATION RECOVERY (1977)
 EV2221
 EV2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4536 ***********************************************************************
 AI4536  DESIGNATION -  27 JRH
 AI4536  PID         -  AI4536
 AI4536  STATE/COUNTY-  CA/SAN DIEGO
 AI4536  USGS QUAD   -  EARTHQUAKE VALLEY (1959)
 AI4536
 AI4536                         *CURRENT SURVEY CONTROL
 AI4536  ___________________________________________________________________
 AI4536* NAD 83(1986)-  33 03 30.     (N)    116 25 30.     (W)     SCALED    
 AI4536* NAVD 88     -       720.035  (meters)    2362.31   (feet)  ADJUSTED  
 AI4536  ___________________________________________________________________
 AI4536  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AI4536  DYNAMIC HT  -         719.125 (meters)    2359.33  (feet)  COMP
 AI4536  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 AI4536
 AI4536  VERT ORDER  -  THIRD
 AI4536
 AI4536.The horizontal coordinates were scaled from a topographic map and have
 AI4536.an estimated accuracy of +/- 6 seconds.
 AI4536
 AI4536.The orthometric height was determined by differential leveling
 AI4536.and adjusted in May 2000.
 AI4536
 AI4536.The geoid height was determined by GEOID03.
 AI4536
 AI4536.The dynamic height is computed by dividing the NAVD 88
 AI4536.geopotential number by the normal gravity value computed on the
 AI4536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4536.degrees latitude (g = 980.6199 gals.).
 AI4536
 AI4536.The modeled gravity was interpolated from observed gravity values.
 AI4536
 AI4536;                    North         East    Units  Estimated Accuracy
 AI4536;SPC CA 6     -   598,900.    1,983,660.      MT  (+/- 180 meters Scaled)
 AI4536
 AI4536                          SUPERSEDED SURVEY CONTROL
 AI4536
 AI4536.No superseded survey control is available for this station.
 AI4536
 AI4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS536579(NAD 83)
 AI4536_MARKER: DB = BENCH MARK DISK
 AI4536_SETTING: 66 = SET IN ROCK OUTCROP
 AI4536_STAMPING: 27 JRH 1957 2360
 AI4536_MARK LOGO: USGS  
 AI4536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4536+STABILITY: POSITION/ELEVATION WELL
 AI4536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4536+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 AI4536
 AI4536  HISTORY     - Date     Condition        Report By
 AI4536  HISTORY     - 1957     MONUMENTED       USGS
 AI4536  HISTORY     - 19950503 GOOD             CADT
 AI4536  HISTORY     - 20080210 GOOD             INDIV
 AI4536
 AI4536                          STATION DESCRIPTION
 AI4536
 AI4536'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4536'THE STATION IS LOCATED 10.1 MI (16.3 KM) EAST OF JULIAN, 4.4 MI (7.1
 AI4536'KM) SOUTHEAST OF THE JUNCTION OF STATE ROUTE 78 AND COUNTY ROUTE S-2,
 AI4536'KNOWN LOCALLY AS SCISSORS CROSSING, ON THE SOUTHWEST SIDE OF ROUTE S-2
 AI4536'AT POST MILE 21.4. TO REACH FROM THE JUNCTION OF STATE ROUTE 78 AND
 AI4536'COUNTY ROUTE S-2, DRIVE SOUTHEAST ON S-2 FOR 4.1 MI (6.6 KM) TO THE
 AI4536'STAGECOACH TRAIL STORE AND CAMPGROUND ON THE RIGHT, CONTINUE STRAIGHT
 AI4536'AHEAD 0.3 MI (0.5 KM) TO A SIGN MARKING THE ANZA-BORREGO STATE PARK
 AI4536'AND THE STATION ON THE RIGHT, SOUTHWEST. THE STATION MARK IS 82 FT
 AI4536'(25.0 M) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 51 FT (15.5 M) WEST
 AI4536'OF THE ANZA-BORREGO DESERT PARK SIGN, 22 FT (6.7 M) SOUTHWEST OF THE
 AI4536'END OF A WOOD FENCE, 4.0 FT (1.2 M) SOUTHWEST OF A METAL WITNESS POST,
 AI4536'1.8 FT (0.5 M) HIGHER THAN THE ROAD. THE STATION WAS LEVELED TO BY
 AI4536'CADT AS A PART OF THE 1995 PERIPHERAL RUN IN SAN DIEGO COUNTY TO
 AI4536'ESTABLISH NAVD 1988.
 AI4536
 AI4536                          STATION RECOVERY (2008)
 AI4536
 AI4536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AI4536'RECOVERED IN GOOD CONDITION.  CORRECT COORDS ARE
 AI4536'N33 03.420 W116 25.315
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0278 ***********************************************************************
 HT0278  DESIGNATION -  27 PORT OF OKALAND
 HT0278  PID         -  HT0278
 HT0278  STATE/COUNTY-  CA/ALAMEDA
 HT0278  USGS QUAD   -  SAN LEANDRO (1993)
 HT0278
 HT0278                         *CURRENT SURVEY CONTROL
 HT0278  ___________________________________________________________________
 HT0278* NAD 83(1986)-  37 43 50.     (N)    122 12 36.     (W)     SCALED    
 HT0278* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 HT0278  ___________________________________________________________________
 HT0278  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HT0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0278
 HT0278.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0278
 HT0278.The horizontal coordinates were scaled from a topographic map and have
 HT0278.an estimated accuracy of +/- 6 seconds.
 HT0278
 HT0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0278.The vertical order pertains to the NGVD 29 superseded value.
 HT0278
 HT0278.The geoid height was determined by GEOID03.
 HT0278
 HT0278;                    North         East    Units  Estimated Accuracy
 HT0278;SPC CA 3     -   637,950.    1,849,280.      MT  (+/- 180 meters Scaled)
 HT0278
 HT0278                          SUPERSEDED SURVEY CONTROL
 HT0278
 HT0278  NGVD 29 (??/??/92)    0.05   (m)            0.2    (f) COMPUTED    1 2
 HT0278
 HT0278.Superseded values are not recommended for survey control.
 HT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0278.See file dsdata.txt to determine how the superseded data were derived.
 HT0278
 HT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG696762(NAD 83)
 HT0278_MARKER: N = NAIL
 HT0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0278+STABILITY: SURFACE MOTION
 HT0278
 HT0278  HISTORY     - Date     Condition        Report By
 HT0278  HISTORY     - UNK      MONUMENTED       CA2480
 HT0278  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0278  HISTORY     - 1963     GOOD             NGS
 HT0278
 HT0278                          STATION DESCRIPTION
 HT0278
 HT0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0278'AT OAKLAND MUN AIRPORT.
 HT0278'DESCRIPTION FURNISHED BY USGS IN APRIL 1947-- AT OAKLAND
 HT0278'MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF SAN LEANDRO BAY.  IT
 HT0278'IS NORTHWEST OF HANGAR 4, ON THE EAST SIDE OF THE PAVEMENT, AND
 HT0278'50 FEET NORTHWEST OF THE NORTH FACE OF THE HANGAR.  A COPPER
 HT0278'NAIL EMBEDDED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET
 HT0278'FLUSH WITH THE STREET LEVEL.
 HT0278
 HT0278                          STATION RECOVERY (1963)
 HT0278
 HT0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0710 ***********************************************************************
 HR0710  DESIGNATION -  27 S=3964
 HR0710  PID         -  HR0710
 HR0710  STATE/COUNTY-  CA/MARIPOSA
 HR0710  USGS QUAD   -  HALF DOME (1992)
 HR0710
 HR0710                         *CURRENT SURVEY CONTROL
 HR0710  ___________________________________________________________________
 HR0710* NAD 83(1986)-  37 44 27.     (N)    119 35 29.     (W)     SCALED    
 HR0710* NAVD 88     -      1209.68   (+/-2cm)    3968.8    (feet)  VERTCON   
 HR0710  ___________________________________________________________________
 HR0710  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HR0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0710
 HR0710.The horizontal coordinates were scaled from a topographic map and have
 HR0710.an estimated accuracy of +/- 6 seconds.
 HR0710
 HR0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0710.The vertical order pertains to the NGVD 29 superseded value.
 HR0710
 HR0710.The geoid height was determined by GEOID03.
 HR0710
 HR0710;                    North         East    Units  Estimated Accuracy
 HR0710;SPC CA 3     -   638,100.    2,080,080.      MT  (+/- 180 meters Scaled)
 HR0710
 HR0710                          SUPERSEDED SURVEY CONTROL
 HR0710
 HR0710  NGVD 29 (??/??/92) 1208.470  (m)         3964.79   (f) ADJ UNCH    2 0
 HR0710
 HR0710.Superseded values are not recommended for survey control.
 HR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0710.See file dsdata.txt to determine how the superseded data were derived.
 HR0710
 HR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB716802(NAD 83)
 HR0710_MARKER: DD = SURVEY DISK
 HR0710_SETTING: 80 = SET IN A BOULDER
 HR0710_SP_SET: BOULDER
 HR0710_STAMPING: 3964 B 27 S 1905
 HR0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0710+STABILITY: SURFACE MOTION
 HR0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0710+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2008
 HR0710
 HR0710  HISTORY     - Date     Condition        Report By
 HR0710  HISTORY     - 1905     MONUMENTED       USGS
 HR0710  HISTORY     - 1943     GOOD             NGS
 HR0710  HISTORY     - 20031025 GOOD             GEOCAC
 HR0710  HISTORY     - 20060510 GOOD             INDIV
 HR0710  HISTORY     - 20080628 GOOD             GEOCAC
 HR0710
 HR0710                          STATION DESCRIPTION
 HR0710
 HR0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0710'AT OLD VILLAGE.
 HR0710'AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0710'150 FEET SOUTHEAST OF THE GENERAL STORE, AT THE WEST END OF A
 HR0710'CIRCULAR DRIVE, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HR0710'AND IN THE TOP OF A LARGE GRANITE BOULDER.  A UNITED STATES
 HR0710'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3964 B 27 S 1905.
 HR0710
 HR0710                          STATION RECOVERY (2003)
 HR0710
 HR0710'RECOVERY NOTE BY GEOCACHING 2003 (PFW)
 HR0710'STATION MARKING IS HEAVILY WORN BUT STILL READABLE.
 HR0710'HANDHELD GPS COORDINATES  37 44 32 (N)  119 35 28 (W)
 HR0710
 HR0710                          STATION RECOVERY (2006)
 HR0710
 HR0710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JJH)
 HR0710'THE GPS 5 MIN AVERAGE POSITION IS 37 44 32.10 N AND 119 35 28.82 W.
 HR0710' 
 HR0710'SUPPLEMENTAL DESCRIPTION - THE MARK IS 30 FEET SOUTH OF THE CENTERLINE
 HR0710'OF THE ROAD AND APPROXIMATELY 150 YARDS NORTH OF THE NEAREST EDGE OF
 HR0710'THE CHAPEL.  ALSO APPROXIMATELY 100 YARDS NORTH OF AN EAST-WEST LINE
 HR0710'THROUGH A FIRE HYDRANT IN THE CHAPEL PARKING AREA.
 HR0710
 HR0710                          STATION RECOVERY (2008)
 HR0710
 HR0710'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 HR0710'N37 44 32.3 W119 35 28.5 14 FT CEP EST.
 HR0710'ABOUT MIDWAY BETWEEN CROSSWALK AND STOP AHEAD SIGNS.  FADED RED
 HR0710'WITNESS POST BY MARK.  BEHIND ROCK WITH DISK IS LARGE GRANITE BOULDER.
 HR0710'ABOUT 201 INCHES FROM NEAREST EDGE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5205 ***********************************************************************
 HS5205  DESIGNATION -  27 WLS
 HS5205  PID         -  HS5205
 HS5205  STATE/COUNTY-  CA/SANTA CRUZ
 HS5205  USGS QUAD   -  LAUREL (1994)
 HS5205
 HS5205                         *CURRENT SURVEY CONTROL
 HS5205  ___________________________________________________________________
 HS5205* NAD 83(1986)-  37 06 52.     (N)    121 56 24.     (W)     SCALED    
 HS5205* NAVD 88     -       472.635  (meters)    1550.64   (feet)  ADJUSTED  
 HS5205  ___________________________________________________________________
 HS5205  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HS5205  DYNAMIC HT  -         472.255 (meters)    1549.39  (feet)  COMP
 HS5205  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 HS5205
 HS5205  VERT ORDER  -  FIRST     CLASS II
 HS5205
 HS5205.The horizontal coordinates were scaled from a topographic map and have
 HS5205.an estimated accuracy of +/- 6 seconds.
 HS5205
 HS5205.The orthometric height was determined by differential leveling
 HS5205.and adjusted in February 1993.
 HS5205
 HS5205.The geoid height was determined by GEOID03.
 HS5205
 HS5205.The dynamic height is computed by dividing the NAVD 88
 HS5205.geopotential number by the normal gravity value computed on the
 HS5205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5205.degrees latitude (g = 980.6199 gals.).
 HS5205
 HS5205.The modeled gravity was interpolated from observed gravity values.
 HS5205
 HS5205;                    North         East    Units  Estimated Accuracy
 HS5205;SPC CA 3     -   569,180.    1,872,020.      MT  (+/- 180 meters Scaled)
 HS5205
 HS5205                          SUPERSEDED SURVEY CONTROL
 HS5205
 HS5205  NAVD 88 (02/04/93)  472.616  (m)         1550.57   (f) UNKNOWN     1 2
 HS5205  NGVD 29 (10/21/93)  471.775  (m)         1547.82   (f) ADJUSTED    1 2
 HS5205
 HS5205.Superseded values are not recommended for survey control.
 HS5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5205.See file dsdata.txt to determine how the superseded data were derived.
 HS5205
 HS5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG941080(NAD 83)
 HS5205_MARKER: DB = BENCH MARK DISK
 HS5205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5205_SP_SET: HEADWALL
 HS5205_STAMPING: 27 WLS 1953 1547
 HS5205_MARK LOGO: USGS  
 HS5205_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5205+STABILITY: SURFACE MOTION
 HS5205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5205+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 HS5205
 HS5205  HISTORY     - Date     Condition        Report By
 HS5205  HISTORY     - 1953     MONUMENTED       USGS
 HS5205  HISTORY     - 19900228 GOOD             NGS
 HS5205  HISTORY     - 19921102 GOOD             NGS
 HS5205
 HS5205                          STATION DESCRIPTION
 HS5205
 HS5205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5205'16.7 KM (10.38 MI) NORTHERLY ALONG THE SOQUEL-SAN JOSE ROAD FROM ITS
 HS5205'JUNCTION WITH SOQUEL DRIVE IN SOQUEL, IN TOP OF AND 0.4 M (1.31 FT)
 HS5205'WEST OF THE EAST END OF THE NORTH CONCRETE CULVERT HEADWALL, 20.0 M
 HS5205'(65.62 FT) WEST OF THE EXTENDED CENTER OF A ROAD LEADING NORTH, 4.0 M
 HS5205'(13.12 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF SOQUEL-SAN JOSE
 HS5205'ROAD.
 HS5205
 HS5205                          STATION RECOVERY (1992)
 HS5205
 HS5205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HS5205'17.1 KM (10.60 MI) NORTHERLY ALONG THE SOQUEL-SAN JOSE ROAD FROM THE
 HS5205'JUNCTION OF STATE HIGHWAY 1 IN SOQUEL, IN TOP OF AND 0.4 M (1.3 FT)
 HS5205'WEST OF THE EAST END OF THE NORTH CONCRETE CULVERT HEADWALL, 9.0 M
 HS5205'(29.5 FT) EAST OF THE CENTER OF A ROAD LEADING NORTH, 4.0 M (13.1 FT)
 HS5205'NORTH OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0569 ***********************************************************************
 HS0569  DESIGNATION -  27.92 EBMUD
 HS0569  PID         -  HS0569
 HS0569  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0569  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS0569
 HS0569                         *CURRENT SURVEY CONTROL
 HS0569  ___________________________________________________________________
 HS0569* NAD 83(1986)-  37 56 17.     (N)    121 30 30.     (W)     SCALED    
 HS0569* NAVD 88     -         1.15   (+/-2cm)       3.8    (feet)  VERTCON   
 HS0569  ___________________________________________________________________
 HS0569  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HS0569  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0569
 HS0569.The horizontal coordinates were scaled from a topographic map and have
 HS0569.an estimated accuracy of +/- 6 seconds.
 HS0569
 HS0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0569.The vertical order pertains to the NGVD 29 superseded value.
 HS0569
 HS0569.The geoid height was determined by GEOID03.
 HS0569
 HS0569;                    North         East    Units  Estimated Accuracy
 HS0569;SPC CA 3     -   660,080.    1,911,370.      MT  (+/- 180 meters Scaled)
 HS0569
 HS0569                          SUPERSEDED SURVEY CONTROL
 HS0569
 HS0569  NGVD 29 (??/??/92)    0.462  (m)            1.52   (f) ADJ UNCH    1 2
 HS0569
 HS0569.Superseded values are not recommended for survey control.
 HS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0569.See file dsdata.txt to determine how the superseded data were derived.
 HS0569
 HS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG310999(NAD 83)
 HS0569_MARKER: DD = SURVEY DISK
 HS0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0569_SP_SET: CONCRETE MANHOLE
 HS0569_STAMPING: 2377+27.92 1.60 2377+43.60
 HS0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0569
 HS0569  HISTORY     - Date     Condition        Report By
 HS0569  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0569  HISTORY     - 1967     GOOD             NGS
 HS0569
 HS0569                          STATION DESCRIPTION
 HS0569
 HS0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0569'4.3 MI W FROM HOLT.
 HS0569'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS0569'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 4.2 MILES WEST ALONG
 HS0569'MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE
 HS0569'NORTH SIDE OF UPPER JONES TRACT, IN THE TOP OF THE EAST CONCRETE
 HS0569'MANHOLE STRUCTURE 127 OF THE CENTER PIPE LINE, 39 FEET SOUTH OF
 HS0569'THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF THE EAST WALL OF THE
 HS0569'MANHOLE COVER, AND ABOUT 14 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0803 ***********************************************************************
 FU0803  DESIGNATION -  270+00 CAHD
 FU0803  PID         -  FU0803
 FU0803  STATE/COUNTY-  CA/TULARE
 FU0803  USGS QUAD   -  DELANO WEST (1969)
 FU0803
 FU0803                         *CURRENT SURVEY CONTROL
 FU0803  ___________________________________________________________________
 FU0803* NAD 83(1986)-  35 51 45.     (N)    119 16 09.     (W)     SCALED    
 FU0803* NAVD 88     -        88.22   (+/-2cm)     289.4    (feet)  VERTCON   
 FU0803  ___________________________________________________________________
 FU0803  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FU0803  VERT ORDER  -  THIRD (See Below)
 FU0803
 FU0803.The horizontal coordinates were scaled from a topographic map and have
 FU0803.an estimated accuracy of +/- 6 seconds.
 FU0803
 FU0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0803.The vertical order pertains to the NGVD 29 superseded value.
 FU0803
 FU0803.The geoid height was determined by GEOID03.
 FU0803
 FU0803;                    North         East    Units  Estimated Accuracy
 FU0803;SPC CA 4     -   558,750.    1,975,690.      MT  (+/- 180 meters Scaled)
 FU0803
 FU0803                          SUPERSEDED SURVEY CONTROL
 FU0803
 FU0803  NGVD 29 (??/??/??)   87.41   (m)          286.8    (f) RESET       3  
 FU0803
 FU0803.Superseded values are not recommended for survey control.
 FU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0803.See file dsdata.txt to determine how the superseded data were derived.
 FU0803
 FU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV951710(NAD 83)
 FU0803_MARKER: DD = SURVEY DISK
 FU0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0803+STABILITY: SURFACE MOTION
 FU0803
 FU0803  HISTORY     - Date     Condition        Report By
 FU0803  HISTORY     - UNK      MONUMENTED       CADH
 FU0803  HISTORY     - 1957     GOOD             NGS
 FU0803  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU0803
 FU0803                          STATION DESCRIPTION
 FU0803
 FU0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU0803'1.5 MI S FROM EARLIMART.
 FU0803'1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0803'THE STATION AT EARLIMART, IN R25E T24S, NEAR THE SOUTHEAST CORNER
 FU0803'OF SECTION 4, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S.
 FU0803'HIGHWAY 99, 2 TELEPHONE POLES SOUTH OF AND ACROSS THE WEST LANES
 FU0803'OF THE HIGHWAY FROM MILEPOLE 274, 150 FEET NORTH OF THE
 FU0803'ABANDONED CROSSING OF AVENUE 40 (6E), 53 FEET EAST OF THE CENTER
 FU0803'LINE OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER
 FU0803'LINE OF THE EAST LANES OF THE HIGHWAY, 1.0 FOOT SOUTH OF A
 FU0803'STEEL WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST LANES OF THE
 FU0803'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 FU0803'UNDERGROUND.
 FU0803
 FU0803                          STATION RECOVERY (1969)
 FU0803
 FU0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1068 ***********************************************************************
 GU1068  DESIGNATION -  270.013 USGS
 GU1068  PID         -  GU1068
 GU1068  STATE/COUNTY-  CA/MADERA
 GU1068  USGS QUAD   -  MADERA (1981)
 GU1068
 GU1068                         *CURRENT SURVEY CONTROL
 GU1068  ___________________________________________________________________
 GU1068* NAD 83(1986)-  36 55 39.     (N)    120 01 31.     (W)     SCALED    
 GU1068* NAVD 88     -        82.90   (+/-2cm)     272.0    (feet)  VERTCON   
 GU1068  ___________________________________________________________________
 GU1068  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 GU1068  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1068
 GU1068.The horizontal coordinates were scaled from a topographic map and have
 GU1068.an estimated accuracy of +/- 6 seconds.
 GU1068
 GU1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1068.The vertical order pertains to the NGVD 29 superseded value.
 GU1068
 GU1068.The geoid height was determined by GEOID03.
 GU1068
 GU1068;                    North         East    Units  Estimated Accuracy
 GU1068;SPC CA 3     -   547,550.    2,042,300.      MT  (+/- 180 meters Scaled)
 GU1068
 GU1068                          SUPERSEDED SURVEY CONTROL
 GU1068
 GU1068  NGVD 29 (??/??/92)   82.19   (m)          269.7    (f) COMPUTED    1 2
 GU1068
 GU1068.Superseded values are not recommended for survey control.
 GU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1068.See file dsdata.txt to determine how the superseded data were derived.
 GU1068
 GU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF649909(NAD 83)
 GU1068_MARKER: P = PIPE CAP
 GU1068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1068_STAMPING: 270.013 B 1901
 GU1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1068
 GU1068  HISTORY     - Date     Condition        Report By
 GU1068  HISTORY     - 1901     MONUMENTED       USGS
 GU1068  HISTORY     - 1953     GOOD             NGS
 GU1068
 GU1068                          STATION DESCRIPTION
 GU1068
 GU1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GU1068'3 MI SE FROM MADERA.
 GU1068'3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU1068'FROM THE STATION AT MADERA, 0.2 MILE NORTHWEST OF MILEPOLE 187,
 GU1068'0.2 MILE SOUTHEAST OF THE BORDEN SIDING SIGN, 0.15 MILE SOUTHEAST
 GU1068'OF THE CROSSING OF A PAVED ROAD, 126 1/2 FEET SOUTH OF AND
 GU1068'ACROSS THE TRACK FROM A SWITCH AT THE SOUTHEAST END OF BORDEN
 GU1068'SIDING, 45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33.1 FEET
 GU1068'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF U.S.
 GU1068'HIGHWAY 99, 42 FEET SOUTHEAST OF A POWER LINE POLE WITH A
 GU1068'LADDER, 35 FEET NORTHWEST OF TELEPHONE POLE 8100, 1.5 FEET
 GU1068'SOUTHEAST OF A WITNESS POST, 0.6 FOOT NORTHEAST OF A METAL
 GU1068'HIGHWAY POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED
 GU1068'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE
 GU1068'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1729 ***********************************************************************
 EW1729  DESIGNATION -  270.147 C OF LA
 EW1729  PID         -  EW1729
 EW1729  STATE/COUNTY-  CA/LOS ANGELES
 EW1729  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1729
 EW1729                         *CURRENT SURVEY CONTROL
 EW1729  ___________________________________________________________________
 EW1729* NAD 83(1986)-  34 04 00.     (N)    118 24 37.     (W)     SCALED    
 EW1729* NAVD 88     -        83.13   (+/-2cm)     272.7    (feet)  VERTCON   
 EW1729  ___________________________________________________________________
 EW1729  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1729  VERT ORDER  -  THIRD (See Below)
 EW1729
 EW1729.The horizontal coordinates were scaled from a topographic map and have
 EW1729.an estimated accuracy of +/- 6 seconds.
 EW1729
 EW1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1729.The vertical order pertains to the NGVD 29 superseded value.
 EW1729
 EW1729.The geoid height was determined by GEOID03.
 EW1729
 EW1729;                    North         East    Units  Estimated Accuracy
 EW1729;SPC CA 5     -   562,940.    1,962,130.      MT  (+/- 180 meters Scaled)
 EW1729
 EW1729                          SUPERSEDED SURVEY CONTROL
 EW1729
 EW1729  NGVD 29 (??/??/??)   82.36   (m)          270.2    (f) RESET       3  
 EW1729
 EW1729.Superseded values are not recommended for survey control.
 EW1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1729.See file dsdata.txt to determine how the superseded data were derived.
 EW1729
 EW1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT698704(NAD 83)
 EW1729_MARKER: DD = SURVEY DISK
 EW1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1729_SP_SET: CURB
 EW1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1729
 EW1729  HISTORY     - Date     Condition        Report By
 EW1729  HISTORY     - UNK      MONUMENTED       CA1980
 EW1729  HISTORY     - 1945     GOOD             NGS
 EW1729
 EW1729                          STATION DESCRIPTION
 EW1729
 EW1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1729'AT BEVERLY HILLS.
 EW1729'AT BEVERLY HILLS AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1729'SANTA MONICA BOULEVARD.  LOCATED IN THE NORTH CURB OF WILSHIRE
 EW1729'BOULEVARD, AND 42.0 FEET WEST OF THE NORTHWEST CURBLINE OF SANTA
 EW1729'MONICA BOULEVARD.  A CUR SPIKE IN THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4210 ***********************************************************************
 GU4210  DESIGNATION -  270.33=310
 GU4210  PID         -  GU4210
 GU4210  STATE/COUNTY-  CA/SANTA CRUZ
 GU4210  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4210
 GU4210                         *CURRENT SURVEY CONTROL
 GU4210  ___________________________________________________________________
 GU4210* NAD 83(1986)-  36 59 19.     (N)    121 48 03.     (W)     SCALED    
 GU4210* NAVD 88     -        83.495  (meters)     273.93   (feet)  ADJUSTED  
 GU4210  ___________________________________________________________________
 GU4210  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GU4210  DYNAMIC HT  -          83.431 (meters)     273.72  (feet)  COMP
 GU4210  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 GU4210
 GU4210  VERT ORDER  -  FIRST     CLASS II
 GU4210
 GU4210.The horizontal coordinates were scaled from a topographic map and have
 GU4210.an estimated accuracy of +/- 6 seconds.
 GU4210
 GU4210.The orthometric height was determined by differential leveling
 GU4210.and adjusted in February 1993.
 GU4210
 GU4210.The geoid height was determined by GEOID03.
 GU4210
 GU4210.The dynamic height is computed by dividing the NAVD 88
 GU4210.geopotential number by the normal gravity value computed on the
 GU4210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4210.degrees latitude (g = 980.6199 gals.).
 GU4210
 GU4210.The modeled gravity was interpolated from observed gravity values.
 GU4210
 GU4210;                    North         East    Units  Estimated Accuracy
 GU4210;SPC CA 3     -   555,030.    1,884,200.      MT  (+/- 180 meters Scaled)
 GU4210
 GU4210                          SUPERSEDED SURVEY CONTROL
 GU4210
 GU4210  NGVD 29 (10/21/93)   82.660  (m)          271.19   (f) ADJUSTED    1 2
 GU4210
 GU4210.Superseded values are not recommended for survey control.
 GU4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4210.See file dsdata.txt to determine how the superseded data were derived.
 GU4210
 GU4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF067942(NAD 83)
 GU4210_MARKER: DD = SURVEY DISK
 GU4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4210_SP_SET: CONCRETE POST
 GU4210_STAMPING: A.B.7 270.33
 GU4210_MARK LOGO: CA-087
 GU4210_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4210+STABILITY: SURFACE MOTION
 GU4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4210+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 GU4210
 GU4210  HISTORY     - Date     Condition        Report By
 GU4210  HISTORY     - UNK      MONUMENTED       CA-087
 GU4210  HISTORY     - 19900416 GOOD             NGS
 GU4210
 GU4210                          STATION DESCRIPTION
 GU4210
 GU4210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4210'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4210'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 GU4210'ALONG HOLOHAN ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN
 GU4210'VALLEY ROAD, THENCE 6.0 KM (3.7 MI) NORTHWESTERLY ALONG AMESTI ROAD
 GU4210'AT ITS JUNCTION WITH BROWNS VALLEY ROAD, 14.6 M (47.9 FT) SOUTH OF
 GU4210'THE CENTERLINE OF BROWNS VALLEY ROAD, 8.4 M (27.6 FT) WEST OF THE
 GU4210'CENTERLINE OF AMESTI ROAD, 2.0 M (6.6 FT) SOUTHEAST OF THE CENTER OF
 GU4210'A LARGE DOUBLE TRUNKED TREE, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF
 GU4210'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0116 ***********************************************************************
 JT0116  DESIGNATION -  270.4
 JT0116  PID         -  JT0116
 JT0116  STATE/COUNTY-  CA/YOLO
 JT0116  USGS QUAD   -  BIRD VALLEY (1993)
 JT0116
 JT0116                         *CURRENT SURVEY CONTROL
 JT0116  ___________________________________________________________________
 JT0116* NAD 83(1986)-  38 51 46.     (N)    122 01 56.     (W)     SCALED    
 JT0116* NAVD 88     -        83.16   (+/-2cm)     272.8    (feet)  VERTCON   
 JT0116  ___________________________________________________________________
 JT0116  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JT0116  VERT ORDER  -  THIRD (See Below)
 JT0116
 JT0116.The horizontal coordinates were scaled from a topographic map and have
 JT0116.an estimated accuracy of +/- 6 seconds.
 JT0116
 JT0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0116.The vertical order pertains to the NGVD 29 superseded value.
 JT0116
 JT0116.The geoid height was determined by GEOID03.
 JT0116
 JT0116;                    North         East    Units  Estimated Accuracy
 JT0116;SPC CA 2     -   632,780.    1,997,200.      MT  (+/- 180 meters Scaled)
 JT0116
 JT0116                          SUPERSEDED SURVEY CONTROL
 JT0116
 JT0116  NGVD 29 (??/??/??)   82.38   (m)          270.3    (f) RESET       3  
 JT0116
 JT0116.Superseded values are not recommended for survey control.
 JT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0116.See file dsdata.txt to determine how the superseded data were derived.
 JT0116
 JT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ839019(NAD 83)
 JT0116_MARKER: Q = CHISELED SQUARE
 JT0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0116_SP_SET: CULVERT
 JT0116_MARK LOGO: USGS  
 JT0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0116
 JT0116  HISTORY     - Date     Condition        Report By
 JT0116  HISTORY     - UNK      MONUMENTED       USGS
 JT0116  HISTORY     - 1942     GOOD             NGS
 JT0116
 JT0116                          STATION DESCRIPTION
 JT0116
 JT0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0116'5.3 MI SW FROM DUNNIGAN.
 JT0116'5.3 MILES SOUTHWEST ALONG THE CAPAY ROAD FROM DUNNIGAN, YOLO
 JT0116'COUNTY, 0.4 MILE WEST OF A RANCH HOUSE, ABOUT 700 FEET EAST OF
 JT0116'A NORTH-AND-SOUTH FENCE LINE, 12 FEET SOUTH OF THE CENTERLINE
 JT0116'OF THE ROAD, AT A CONCRETE CULVERT, AND ON THE WEST END OF THE
 JT0116'SOUTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4030 ***********************************************************************
 EW4030  DESIGNATION -  270.642 C OF LA
 EW4030  PID         -  EW4030
 EW4030  STATE/COUNTY-  CA/LOS ANGELES
 EW4030  USGS QUAD   -  TOPANGA (1991)
 EW4030
 EW4030                         *CURRENT SURVEY CONTROL
 EW4030  ___________________________________________________________________
 EW4030* NAD 83(1986)-  34 02 25.     (N)    118 30 14.     (W)     SCALED    
 EW4030* NAVD 88     -        83.28   (+/-2cm)     273.2    (feet)  VERTCON   
 EW4030  ___________________________________________________________________
 EW4030  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW4030  VERT ORDER  -  THIRD (See Below)
 EW4030
 EW4030.The horizontal coordinates were scaled from a topographic map and have
 EW4030.an estimated accuracy of +/- 6 seconds.
 EW4030
 EW4030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4030.The vertical order pertains to the NGVD 29 superseded value.
 EW4030
 EW4030.The geoid height was determined by GEOID03.
 EW4030
 EW4030;                    North         East    Units  Estimated Accuracy
 EW4030;SPC CA 5     -   560,050.    1,953,470.      MT  (+/- 180 meters Scaled)
 EW4030
 EW4030                          SUPERSEDED SURVEY CONTROL
 EW4030
 EW4030  NGVD 29 (??/??/??)   82.52   (m)          270.7    (f) RESET       3  
 EW4030
 EW4030.Superseded values are not recommended for survey control.
 EW4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4030.See file dsdata.txt to determine how the superseded data were derived.
 EW4030
 EW4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT611676(NAD 83)
 EW4030_MARKER: S = SPIKE
 EW4030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4030_SP_SET: CURB
 EW4030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4030+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 EW4030
 EW4030  HISTORY     - Date     Condition        Report By
 EW4030  HISTORY     - UNK      MONUMENTED       CA1980
 EW4030  HISTORY     - 1945     GOOD             NGS
 EW4030  HISTORY     - 20040601 GOOD             GEOCAC
 EW4030
 EW4030                          STATION DESCRIPTION
 EW4030
 EW4030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW4030'AT SANTA MONICA.
 EW4030'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND FOURTEENTH
 EW4030'STREET.  LOCATED IN THE CENTER OF THE CURB RETURN AT THE EAST
 EW4030'CORNER OF THE INTERSECTION, 2.0 FEET NORTHEAST OF THE NORTHEAST
 EW4030'CURBLINE OF FOURTEENTH STREET, AND 3.3 FEET SOUTHEAST OF THE
 EW4030'SOUTHEAST CURBLINE OF SAN VICENTE BOULEVARD.  A CUT SPIKE SET
 EW4030'IN THE CONCRETE CURB.
 EW4030
 EW4030                          STATION RECOVERY (2004)
 EW4030
 EW4030'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4030'THE CURB RETURN WAS RETROFITTED WITH A CURB RAMP, PER ADA
 EW4030'REQUIREMENTS.  THE SPIKE WAS RESET IN THE ANALOGOUS SPOT ON THE EDGE
 EW4030'OF THIS RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0123 ***********************************************************************
 GT0123  DESIGNATION -  2705
 GT0123  PID         -  GT0123
 GT0123  STATE/COUNTY-  CA/TULARE
 GT0123  USGS QUAD   -  CASE MOUNTAIN (1994)
 GT0123
 GT0123                         *CURRENT SURVEY CONTROL
 GT0123  ___________________________________________________________________
 GT0123* NAD 83(1986)-  36 27 06.     (N)    118 47 21.     (W)     SCALED    
 GT0123* NAVD 88     -       825.34   (+/-2cm)    2707.8    (feet)  VERTCON   
 GT0123  ___________________________________________________________________
 GT0123  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 GT0123  VERT ORDER  -  THIRD (See Below)
 GT0123
 GT0123.The horizontal coordinates were scaled from a topographic map and have
 GT0123.an estimated accuracy of +/- 6 seconds.
 GT0123
 GT0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0123.The vertical order pertains to the NGVD 29 superseded value.
 GT0123
 GT0123.The geoid height was determined by GEOID03.
 GT0123
 GT0123;                    North         East    Units  Estimated Accuracy
 GT0123;SPC CA 4     -   624,110.    2,018,900.      MT  (+/- 180 meters Scaled)
 GT0123
 GT0123                          SUPERSEDED SURVEY CONTROL
 GT0123
 GT0123  NGVD 29 (??/??/??)  824.33   (m)         2704.5    (f) RESET       3  
 GT0123
 GT0123.Superseded values are not recommended for survey control.
 GT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0123.See file dsdata.txt to determine how the superseded data were derived.
 GT0123
 GT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA396355(NAD 83)
 GT0123_MARKER: P = PIPE CAP
 GT0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0123_STAMPING: 2705 1905
 GT0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0123
 GT0123  HISTORY     - Date     Condition        Report By
 GT0123  HISTORY     - 1905     MONUMENTED       USGS
 GT0123  HISTORY     - 1940     GOOD             NGS
 GT0123  HISTORY     - 1984     MARK NOT FOUND   USGS
 GT0123
 GT0123                          STATION DESCRIPTION
 GT0123
 GT0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0123'7.4 MI NE FROM FIRE GUARD STATION.
 GT0123'7.4 MILES NORTHEAST ALONG THE MINERAL KING ROAD FROM THE JUNCTION
 GT0123'OF STATE HIGHWAY 198 AT FIRE GUARD STATION, TULARE COUNTY, AT
 GT0123'OAK GROVE, 125 FEET NORTH OF THE STATION (A BROWN ONE-STORY
 GT0123'HOUSE), ABOUT 100 FEET WEST OF THE CREST OF A HILL, AT THE
 GT0123'CROSSING OF A ROAD LEADING UP TO TULARE INDUSTRIAL ROAD CAMP,
 GT0123'18 FEET NORTH OF THE CENTERLINE OF THE MINERAL KING ROAD, NEAR
 GT0123'A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET ABOVE THE LEVEL
 GT0123'OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GT0123'STAMPED 2705 1905 AND RIVETED ON THE TOP OF AN IRON PIPE
 GT0123'PROJECTING 6 INCHES ABOVE GROUND.
 GT0123
 GT0123                          STATION RECOVERY (1984)
 GT0123
 GT0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 GT0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0005 ***********************************************************************
 DW0005  DESIGNATION -  271 USGS
 DW0005  PID         -  DW0005
 DW0005  STATE/COUNTY-  CA/IMPERIAL
 DW0005  USGS QUAD   -  ACOLITA (1992)
 DW0005
 DW0005                         *CURRENT SURVEY CONTROL
 DW0005  ___________________________________________________________________
 DW0005* NAD 83(1992)-  33 03 58.13929(N)    115 10 34.29630(W)     ADJUSTED  
 DW0005* NAVD 88     -        83.47   (+/-2cm)     273.9    (feet)  VERTCON   
 DW0005  ___________________________________________________________________
 DW0005  EPOCH DATE  -        1991.35
 DW0005  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DW0005  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DW0005  HORZ ORDER  -  SECOND
 DW0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0005
 DW0005.The horizontal coordinates were established by classical geodetic methods
 DW0005.and adjusted by the National Geodetic Survey in June 1996.
 DW0005.The horizontal coordinates are valid at the epoch date displayed above.
 DW0005.The epoch date for horizontal control is a decimal equivalence
 DW0005.of Year/Month/Day.
 DW0005
 DW0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0005.The vertical order pertains to the NGVD 29 superseded value.
 DW0005
 DW0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW0005
 DW0005.The geoid height was determined by GEOID03.
 DW0005
 DW0005;                    North         East     Units Scale Factor Converg.
 DW0005;SPC CA 6     -   600,271.113 2,100,270.444   MT  0.99996500   +0 35 24.3
 DW0005;SPC CA 6     - 1,969,389.48  6,890,637.28   sFT  0.99996500   +0 35 24.3
 DW0005;UTM  11      - 3,660,099.123   670,256.889   MT  0.99995742   +0 59 43.2
 DW0005
 DW0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW0005!SPC CA 6     -   0.99999221  x   0.99996500  =   0.99995721
 DW0005!UTM  11      -   0.99999221  x   0.99995742  =   0.99994963
 DW0005
 DW0005                          SUPERSEDED SURVEY CONTROL
 DW0005
 DW0005  NAD 83(1992)-  33 03 58.14088(N)    115 10 34.29610(W) AD(1984.00) 2
 DW0005  NAD 83(1986)-  33 03 58.15137(N)    115 10 34.30742(W) AD(1984.00) 2
 DW0005  NAD 27      -  33 03 58.00900(N)    115 10 31.39600(W) AD(       ) 2
 DW0005  NGVD 29 (??/??/??)   82.721  (m)          271.39   (f) ADJUSTED    2 0
 DW0005
 DW0005.Superseded values are not recommended for survey control.
 DW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0005.See file dsdata.txt to determine how the superseded data were derived.
 DW0005
 DW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS7025760099(NAD 83)
 DW0005_MARKER: P = PIPE CAP
 DW0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0005_STAMPING: 271 SB
 DW0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0005
 DW0005  HISTORY     - Date     Condition        Report By
 DW0005  HISTORY     - 1949     MONUMENTED       CGS
 DW0005  HISTORY     - 1949     GOOD             NGS
 DW0005
 DW0005                          STATION DESCRIPTION
 DW0005
 DW0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DW0005'SEE STATION ACOLITA
 DW0005
 DW0005                          STATION RECOVERY (1949)
 DW0005
 DW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DW0005'0.4 MI SE FROM ACOLITA.
 DW0005'0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DW0005'THE STATION AT ACOLITA, IMPERIAL COUNTY, 0.5 MILE SOUTHEAST OF
 DW0005'THE SWITCH STAND AT THE SOUTHEAST END OF A SIDING, 3-1/2 RAILS
 DW0005'SOUTH OF SEMAPHORE 690.6 AND 690.5, 56 FEET SOUTHEAST OF A
 DW0005'POLE, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 3
 DW0005'FEET SOUTH OF THE ROW OF POLES.  A UNITED STATES GEOLOGICAL
 DW0005'SURVEY STANDARD CAP, STAMPED 271 SB AND RIVETED ON THE TOP OF AN
 DW0005'IRON PIPE PROJECTING 1-1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4208 ***********************************************************************
 GU4208  DESIGNATION -  271.10=319
 GU4208  PID         -  GU4208
 GU4208  STATE/COUNTY-  CA/SANTA CRUZ
 GU4208  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4208
 GU4208                         *CURRENT SURVEY CONTROL
 GU4208  ___________________________________________________________________
 GU4208* NAD 83(1986)-  36 59 21.     (N)    121 44 23.     (W)     SCALED    
 GU4208* NAVD 88     -        83.619  (meters)     274.34   (feet)  ADJUSTED  
 GU4208  ___________________________________________________________________
 GU4208  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GU4208  DYNAMIC HT  -          83.555 (meters)     274.13  (feet)  COMP
 GU4208  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 GU4208
 GU4208  VERT ORDER  -  FIRST     CLASS II
 GU4208
 GU4208.The horizontal coordinates were scaled from a topographic map and have
 GU4208.an estimated accuracy of +/- 6 seconds.
 GU4208
 GU4208.The orthometric height was determined by differential leveling
 GU4208.and adjusted in February 1993.
 GU4208
 GU4208.The geoid height was determined by GEOID03.
 GU4208
 GU4208.The dynamic height is computed by dividing the NAVD 88
 GU4208.geopotential number by the normal gravity value computed on the
 GU4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4208.degrees latitude (g = 980.6199 gals.).
 GU4208
 GU4208.The modeled gravity was interpolated from observed gravity values.
 GU4208
 GU4208;                    North         East    Units  Estimated Accuracy
 GU4208;SPC CA 3     -   555,020.    1,889,640.      MT  (+/- 180 meters Scaled)
 GU4208
 GU4208                          SUPERSEDED SURVEY CONTROL
 GU4208
 GU4208  NGVD 29 (10/21/93)   82.785  (m)          271.60   (f) ADJUSTED    1 2
 GU4208
 GU4208.Superseded values are not recommended for survey control.
 GU4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4208.See file dsdata.txt to determine how the superseded data were derived.
 GU4208
 GU4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF121944(NAD 83)
 GU4208_MARKER: DD = SURVEY DISK
 GU4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4208_SP_SET: CONCRETE POST
 GU4208_STAMPING: A.B.16 271.10
 GU4208_MARK LOGO: CA-087
 GU4208_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4208+STABILITY: SURFACE MOTION
 GU4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4208+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4208
 GU4208  HISTORY     - Date     Condition        Report By
 GU4208  HISTORY     - UNK      MONUMENTED       CA-087
 GU4208  HISTORY     - 19900417 GOOD             NGS
 GU4208
 GU4208                          STATION DESCRIPTION
 GU4208
 GU4208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4208'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4208'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 GU4208'ALONG CASSERLY ROAD, THENCE 1.6 KM (1.0 MI) NORTHERLY ALONG MOUNT
 GU4208'MADONNA ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD AT THE
 GU4208'JUNCTION OF GAFFEY ROAD, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF
 GU4208'THE ROAD, AND 1.0 M (3.3 FT) WEST OF UTILITY POLE NUMBER 273 L672.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4219 ***********************************************************************
 GU4219  DESIGNATION -  271.52=301
 GU4219  PID         -  GU4219
 GU4219  STATE/COUNTY-  CA/SANTA CRUZ
 GU4219  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4219
 GU4219                         *CURRENT SURVEY CONTROL
 GU4219  ___________________________________________________________________
 GU4219* NAD 83(1986)-  36 59 18.     (N)    121 48 24.     (W)     SCALED    
 GU4219* NAVD 88     -        83.851  (meters)     275.10   (feet)  ADJUSTED  
 GU4219  ___________________________________________________________________
 GU4219  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GU4219  DYNAMIC HT  -          83.787 (meters)     274.89  (feet)  COMP
 GU4219  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 GU4219
 GU4219  VERT ORDER  -  FIRST     CLASS II
 GU4219
 GU4219.The horizontal coordinates were scaled from a topographic map and have
 GU4219.an estimated accuracy of +/- 6 seconds.
 GU4219
 GU4219.The orthometric height was determined by differential leveling
 GU4219.and adjusted in February 1993.
 GU4219
 GU4219.The geoid height was determined by GEOID03.
 GU4219
 GU4219.The dynamic height is computed by dividing the NAVD 88
 GU4219.geopotential number by the normal gravity value computed on the
 GU4219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4219.degrees latitude (g = 980.6199 gals.).
 GU4219
 GU4219.The modeled gravity was interpolated from observed gravity values.
 GU4219
 GU4219;                    North         East    Units  Estimated Accuracy
 GU4219;SPC CA 3     -   555,010.    1,883,680.      MT  (+/- 180 meters Scaled)
 GU4219
 GU4219                          SUPERSEDED SURVEY CONTROL
 GU4219
 GU4219  NGVD 29 (10/21/93)   83.016  (m)          272.36   (f) ADJUSTED    1 2
 GU4219
 GU4219.Superseded values are not recommended for survey control.
 GU4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4219.See file dsdata.txt to determine how the superseded data were derived.
 GU4219
 GU4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF061942(NAD 83)
 GU4219_MARKER: DD = SURVEY DISK
 GU4219_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU4219_SP_SET: CURB
 GU4219_STAMPING: CH2 271.52
 GU4219_MARK LOGO: CA-087
 GU4219_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4219+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 GU4219
 GU4219  HISTORY     - Date     Condition        Report By
 GU4219  HISTORY     - UNK      MONUMENTED       CA-087
 GU4219  HISTORY     - 19900420 GOOD             NGS
 GU4219
 GU4219                          STATION DESCRIPTION
 GU4219
 GU4219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4219'IN CORRALITOS, IN THE EAST CURB OF CORRALITOS ROAD AT ITS INTERSECTION
 GU4219'WITH BROWNS VALLEY ROAD, 1.5 M (4.9 FT) SOUTHWEST OF THE SOUTH CORNER
 GU4219'OF THE DONALD LEON ROSE MEMORIAL DRINKING FOUNTAIN, 14.4 M (47.2 FT)
 GU4219'SOUTH OF THE CENTERLINE OF BROWNS VALLEY ROAD, 12.3 M (40.4 FT) EAST
 GU4219'OF THE CENTERLINE OF CORRALITOS ROAD, AND 0.1 M (0.3 FT) ABOVE THE
 GU4219'LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0498 ***********************************************************************
 DX0498  DESIGNATION -  2719 T
 DX0498  PID         -  DX0498
 DX0498  STATE/COUNTY-  CA/SAN DIEGO
 DX0498  USGS QUAD   -  PALOMAR OBSERVATORY (1988)
 DX0498
 DX0498                         *CURRENT SURVEY CONTROL
 DX0498  ___________________________________________________________________
 DX0498* NAD 83(1986)-  33 17 09.     (N)    116 52 11.     (W)     SCALED    
 DX0498* NAVD 88     -       829.88   (+/-2cm)    2722.7    (feet)  VERTCON   
 DX0498  ___________________________________________________________________
 DX0498  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DX0498  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0498
 DX0498.The horizontal coordinates were scaled from a topographic map and have
 DX0498.an estimated accuracy of +/- 6 seconds.
 DX0498
 DX0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0498.The vertical order pertains to the NGVD 29 superseded value.
 DX0498
 DX0498.The geoid height was determined by GEOID03.
 DX0498
 DX0498;                    North         East    Units  Estimated Accuracy
 DX0498;SPC CA 6     -   624,290.    1,942,280.      MT  (+/- 180 meters Scaled)
 DX0498
 DX0498                          SUPERSEDED SURVEY CONTROL
 DX0498
 DX0498  NGVD 29 (??/??/??)  829.111  (m)         2720.18   (f) ADJUSTED    1 2
 DX0498
 DX0498.Superseded values are not recommended for survey control.
 DX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0498.See file dsdata.txt to determine how the superseded data were derived.
 DX0498
 DX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS121829(NAD 83)
 DX0498_MARKER: P = PIPE CAP
 DX0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0498_STAMPING: 2719 T
 DX0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0498
 DX0498  HISTORY     - Date     Condition        Report By
 DX0498  HISTORY     - UNK      MONUMENTED       USGS
 DX0498  HISTORY     - 1968     GOOD             NGS
 DX0498  HISTORY     - 1970     GOOD             CA-073
 DX0498
 DX0498                          STATION DESCRIPTION
 DX0498
 DX0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX0498'AT RINCON.
 DX0498'7.4 MILE AND SE ALONG THE 1935 RTE OF STATE HWY 195 FROM THE
 DX0498'POST OFFICE AT RINCON, SD CO, 0.35 MI NW OF THE JUNCTION OF DIRT
 DX0498'RDS AT LA JOLLA AMAGO, ON THE S SLOPE OF A HILL, AT THE JUNCTION
 DX0498'OF A RD LEADING TO A FARM OWNED BY G. SILVAS IN 1935, 48 YDS N
 DX0498'OF THE CENTERLINE OF THE HWY, 40 YD W OF THE RD, AT THE CONCRETE
 DX0498'SIDEWALK ON THE W SIDE OF THE OLD SITE OF THE LA JOLLA INDIAN
 DX0498'RESERVATION SCHOOL, AND 38 FT S OF THE S END OF THE SIDEWALK.
 DX0498'A USGS STANDARD CAP, STAMPED 2719 T AND RIVETED ON THE TOP OF
 DX0498'A 3 1/2 IN IRON PIPE.  T10S R1E 22.
 DX0498
 DX0498                          STATION RECOVERY (1970)
 DX0498
 DX0498'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0015 ***********************************************************************
 FU0015  DESIGNATION -  2719 USGS
 FU0015  PID         -  FU0015
 FU0015  STATE/COUNTY-  CA/KERN
 FU0015  USGS QUAD   -  KEENE (1992)
 FU0015
 FU0015                         *CURRENT SURVEY CONTROL
 FU0015  ___________________________________________________________________
 FU0015* NAD 83(1986)-  35 12 40.     (N)    118 33 05.     (W)     SCALED    
 FU0015* NAVD 88     -       830.47   (+/-2cm)    2724.6    (feet)  VERTCON   
 FU0015  ___________________________________________________________________
 FU0015  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FU0015  VERT ORDER  -  THIRD (See Below)
 FU0015
 FU0015.The horizontal coordinates were scaled from a topographic map and have
 FU0015.an estimated accuracy of +/- 6 seconds.
 FU0015
 FU0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0015.The vertical order pertains to the NGVD 29 superseded value.
 FU0015
 FU0015.The geoid height was determined by GEOID03.
 FU0015
 FU0015;                    North         East    Units  Estimated Accuracy
 FU0015;SPC CA 5     -   689,950.    1,949,800.      MT  (+/- 180 meters Scaled)
 FU0015
 FU0015                          SUPERSEDED SURVEY CONTROL
 FU0015
 FU0015  NGVD 29 (??/??/??)  829.62   (m)         2721.8    (f) RESET       3  
 FU0015
 FU0015.Superseded values are not recommended for survey control.
 FU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0015.See file dsdata.txt to determine how the superseded data were derived.
 FU0015
 FU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU587975(NAD 83)
 FU0015_MARKER: P = PIPE CAP
 FU0015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0015_STAMPING: 2719 B 1902 13
 FU0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0015
 FU0015  HISTORY     - Date     Condition        Report By
 FU0015  HISTORY     - 1902     MONUMENTED       USGS
 FU0015  HISTORY     - 1953     GOOD             NGS
 FU0015  HISTORY     - 1965     MARK NOT FOUND   NGS
 FU0015
 FU0015                          STATION DESCRIPTION
 FU0015
 FU0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0015'AT WOODFORD.
 FU0015'AT WOODFORD, 10 1/2 RAILS SOUTHEAST OF THE SOUTHEAST END OF THE
 FU0015'SOUTHERN PACIFIC-SANTA FE RAILROAD STATION, 33.5 FEET SOUTHWEST
 FU0015'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 18.8 FEET EAST OF THE
 FU0015'EAST CORNER OF THE SOUTHEAST ONE OF TWO MOTOR CAR GARAGES, ABOUT
 FU0015'LEVEL WITH THE TOP OF THE RAILS, AND RIVETED ON THE TOP OF A
 FU0015'3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FU0015'NOTE-- THE CAP HAS BEEN MUTILATED AND THE B AND 13 OF THE
 FU0015'STAMPING ARE HARD TO READ.  THE STAMPING AS SHOWN ON LITHOGRAPHED
 FU0015'LIST DATED 5 FEBRUARY 1948 IS IN ERROR.  THE PIPE IS SLIGHTLY
 FU0015'LOOSE IN THE GROUND.
 FU0015
 FU0015                          STATION RECOVERY (1965)
 FU0015
 FU0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FU0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0393 ***********************************************************************
 DY0393  DESIGNATION -  272 C OF LB
 DY0393  PID         -  DY0393
 DY0393  STATE/COUNTY-  CA/LOS ANGELES
 DY0393  USGS QUAD   -  LONG BEACH (1981)
 DY0393
 DY0393                         *CURRENT SURVEY CONTROL
 DY0393  ___________________________________________________________________
 DY0393* NAD 83(1986)-  33 46 46.     (N)    118 10 34.     (W)     SCALED    
 DY0393* NAVD 88     -        11.65   (+/-2cm)      38.2    (feet)  VERTCON   
 DY0393  ___________________________________________________________________
 DY0393  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0393  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0393
 DY0393.The horizontal coordinates were scaled from a topographic map and have
 DY0393.an estimated accuracy of +/- 6 seconds.
 DY0393
 DY0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0393.The vertical order pertains to the NGVD 29 superseded value.
 DY0393
 DY0393.The geoid height was determined by GEOID03.
 DY0393
 DY0393;                    North         East    Units  Estimated Accuracy
 DY0393;SPC CA 5     -   531,010.    1,983,690.      MT  (+/- 180 meters Scaled)
 DY0393
 DY0393                          SUPERSEDED SURVEY CONTROL
 DY0393
 DY0393  NGVD 29 (??/??/92)   10.858  (m)           35.62   (f) ADJ UNCH    1 2
 DY0393
 DY0393.Superseded values are not recommended for survey control.
 DY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0393.See file dsdata.txt to determine how the superseded data were derived.
 DY0393
 DY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT911383(NAD 83)
 DY0393_MARKER: DD = SURVEY DISK
 DY0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0393_STAMPING: LBBM NO 272
 DY0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0393+STABILITY: SURFACE MOTION
 DY0393
 DY0393  HISTORY     - Date     Condition        Report By
 DY0393  HISTORY     - UNK      MONUMENTED       CA1970
 DY0393  HISTORY     - 1954     GOOD             NGS
 DY0393
 DY0393                          STATION DESCRIPTION
 DY0393
 DY0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0393'AT LONG BEACH.
 DY0393'AT LONG BEACH, 0.9 MILE NORTH ALONG ORANGE AVENUE FROM THE
 DY0393'INTERSECTION OF OCEAN BOULEVARD, 0.2 MILE SOUTH OF THE
 DY0393'INTERSECTION OF ANAHEIM STREET, AT THE INTERSECTION OF TENTH
 DY0393'STREET, 17.8 FEET NORTH OF THE NORTH CURB OF THE STREET, 5.0
 DY0393'FEET EAST OF THE EAST CURB OF THE AVENUE, IN THE EAST SIDEWALK
 DY0393'OF THE AVENUE, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A
 DY0393'CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE
 DY0393'WITH A CAST IRON COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1060 ***********************************************************************
 FU1060  DESIGNATION -  272.394 B USGS
 FU1060  PID         -  FU1060
 FU1060  STATE/COUNTY-  CA/TULARE
 FU1060  USGS QUAD   -  PIXLEY (1969)
 FU1060
 FU1060                         *CURRENT SURVEY CONTROL
 FU1060  ___________________________________________________________________
 FU1060* NAD 83(1986)-  35 59 46.     (N)    119 17 59.     (W)     SCALED    
 FU1060* NAVD 88     -        83.27   (+/-2cm)     273.2    (feet)  VERTCON   
 FU1060  ___________________________________________________________________
 FU1060  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 FU1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1060
 FU1060.The horizontal coordinates were scaled from a topographic map and have
 FU1060.an estimated accuracy of +/- 6 seconds.
 FU1060
 FU1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1060.The vertical order pertains to the NGVD 29 superseded value.
 FU1060
 FU1060.The geoid height was determined by GEOID03.
 FU1060
 FU1060;                    North         East    Units  Estimated Accuracy
 FU1060;SPC CA 4     -   573,590.    1,972,980.      MT  (+/- 180 meters Scaled)
 FU1060
 FU1060                          SUPERSEDED SURVEY CONTROL
 FU1060
 FU1060  NGVD 29 (??/??/92)   82.449  (m)          270.50   (f) ADJ UNCH    1 2
 FU1060
 FU1060.Superseded values are not recommended for survey control.
 FU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1060.See file dsdata.txt to determine how the superseded data were derived.
 FU1060
 FU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV927859(NAD 83)
 FU1060_MARKER: P = PIPE CAP
 FU1060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1060_STAMPING: 272.394 B 1902
 FU1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1060
 FU1060  HISTORY     - Date     Condition        Report By
 FU1060  HISTORY     - 1902     MONUMENTED       USGS
 FU1060  HISTORY     - 1947     GOOD             NGS
 FU1060  HISTORY     - 1953     MARK NOT FOUND   NGS
 FU1060
 FU1060                          STATION DESCRIPTION
 FU1060
 FU1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FU1060'2 MI N FROM PIXLEY.
 FU1060'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 FU1060'SOUTHERN PACIFIC STATION AT PIXLEY, AN ALUMINUM CAP RIVETED ON THE
 FU1060'TOP OF A 3/1/2 INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND,
 FU1060'149 FEET SOUTH OF CULVERT NO. 264.22, 92 FEET WEST OF THE NEAREST
 FU1060'RAIL OF THE TRACK, 2 FEET EAST OF A WIRE FENCE PARALLELING THE
 FU1060'WEST SIDE OF THE TRACK, A 4 BY 4 INCH GUARD POST HAS BEEN SET 1
 FU1060'FOOT SOUTH OF THE STATION.
 FU1060
 FU1060                          STATION RECOVERY (1953)
 FU1060
 FU1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FU1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0666 ***********************************************************************
 JS0666  DESIGNATION -  2727 USFS
 JS0666  PID         -  JS0666
 JS0666  STATE/COUNTY-  CA/EL DORADO
 JS0666  USGS QUAD   -  TUNNEL HILL (1973)
 JS0666
 JS0666                         *CURRENT SURVEY CONTROL
 JS0666  ___________________________________________________________________
 JS0666* NAD 83(1986)-  38 58 34.     (N)    120 41 48.     (W)     SCALED    
 JS0666* NAVD 88     -       832.09   (+/-2cm)    2729.9    (feet)  VERTCON   
 JS0666  ___________________________________________________________________
 JS0666  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JS0666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0666
 JS0666.The horizontal coordinates were scaled from a topographic map and have
 JS0666.an estimated accuracy of +/- 6 seconds.
 JS0666
 JS0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0666.The vertical order pertains to the NGVD 29 superseded value.
 JS0666
 JS0666.The geoid height was determined by GEOID03.
 JS0666
 JS0666;                    North         East    Units  Estimated Accuracy
 JS0666;SPC CA 2     -   646,170.    2,112,930.      MT  (+/- 180 meters Scaled)
 JS0666
 JS0666                          SUPERSEDED SURVEY CONTROL
 JS0666
 JS0666  NGVD 29 (??/??/92)  831.199  (m)         2727.03   (f) ADJ UNCH    2 0
 JS0666
 JS0666.Superseded values are not recommended for survey control.
 JS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0666.See file dsdata.txt to determine how the superseded data were derived.
 JS0666
 JS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ995166(NAD 83)
 JS0666_MARKER: N = NAIL
 JS0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0666_SP_SET: OAK TREE ROOT
 JS0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0666
 JS0666  HISTORY     - Date     Condition        Report By
 JS0666  HISTORY     - UNK      MONUMENTED       USFS
 JS0666  HISTORY     - 1952     GOOD             NGS
 JS0666
 JS0666                          STATION DESCRIPTION
 JS0666
 JS0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JS0666'13.6 MI NE FROM GEORGETOWN.
 JS0666'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0666'POST OFFICE AT GEORGETOWN, THENCE 5.05 MILES NORTHEAST ALONG THE
 JS0666'RALSTON RIDGE ROAD, 0.1 MILE NORTHWEST OF ZERO SPRING, AT A
 JS0666'SWITCH BACK, IN THE ROOT OF A LARGE OAK TREE, 60 1/2 FEET
 JS0666'NORTHWEST OF THE CENTER LINE OF THE ROAD, 34.3 FEET WEST OF B M
 JS0666'V 867, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 JS0666'WHITE PAINTED LETTERS AND NUMBERS USFS 2727 B M ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6554 ***********************************************************************
 DH6554  DESIGNATION -  273 SHA 19.92
 DH6554  PID         -  DH6554
 DH6554  STATE/COUNTY-  CA/SHASTA
 DH6554  USGS QUAD   -  PROJECT CITY (1969)
 DH6554
 DH6554                         *CURRENT SURVEY CONTROL
 DH6554  ___________________________________________________________________
 DH6554* NAD 83(2007)-  40 37 38.93945(N)    122 22 11.95497(W)     ADJUSTED  
 DH6554* NAVD 88     -       215.0    (meters)     705.     (feet)  GPS OBS   
 DH6554  ___________________________________________________________________
 DH6554  EPOCH DATE  -        2007.00
 DH6554  X           -  -2,595,421.595 (meters)                     COMP
 DH6554  Y           -  -4,094,469.141 (meters)                     COMP
 DH6554  Z           -   4,131,236.528 (meters)                     COMP
 DH6554  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DH6554  ELLIP HEIGHT-         187.734 (meters)          (02/10/07) ADJUSTED
 DH6554  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH6554
 DH6554  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6554  Type    PID    Designation                      North   East  Ellip
 DH6554  -------------------------------------------------------------------
 DH6554  NETWORK DH6554 273 SHA 19.92                     1.29   1.31   3.04
 DH6554  -------------------------------------------------------------------
 DH6554
 DH6554.The horizontal coordinates were established by GPS observations
 DH6554.and adjusted by the National Geodetic Survey in February 2007.
 DH6554
 DH6554.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6554.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6554.The horizontal coordinates are valid at the epoch date displayed above.
 DH6554.The epoch date for horizontal control is a decimal equivalence
 DH6554.of Year/Month/Day.
 DH6554
 DH6554.The orthometric height was determined by GPS observations and a
 DH6554.high-resolution geoid model.
 DH6554
 DH6554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6554
 DH6554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6554
 DH6554.The ellipsoidal height was determined by GPS observations
 DH6554.and is referenced to NAD 83.
 DH6554
 DH6554.The geoid height was determined by GEOID03.
 DH6554
 DH6554;                    North         East     Units Scale Factor Converg.
 DH6554;SPC CA 1     -   643,764.781 1,968,699.621   MT  0.99990117   -0 14 30.9
 DH6554;SPC CA 1     - 2,112,084.95  6,458,975.34   sFT  0.99990117   -0 14 30.9
 DH6554;UTM  10      - 4,497,596.250   553,282.370   MT  0.99963494   +0 24 36.8
 DH6554
 DH6554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6554!SPC CA 1     -   0.99997055  x   0.99990117  =   0.99987172
 DH6554!UTM  10      -   0.99997055  x   0.99963494  =   0.99960550
 DH6554
 DH6554                          SUPERSEDED SURVEY CONTROL
 DH6554
 DH6554  NAD 83(1998)-  40 37 38.93835(N)    122 22 11.95531(W) AD(2004.69) B
 DH6554  ELLIP H (09/28/05)  187.764  (m)                       GP(       ) 4 1
 DH6554
 DH6554.Superseded values are not recommended for survey control.
 DH6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6554.See file dsdata.txt to determine how the superseded data were derived.
 DH6554
 DH6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK5328297596(NAD 83)
 DH6554_MARKER: DD = SURVEY DISK
 DH6554_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6554+WITH SETTING: INFORMATION.
 DH6554_STAMPING: 273 SHA 19.92 2004
 DH6554_MARK LOGO: CSRC  
 DH6554_PROJECTION: FLUSH
 DH6554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6554+STABILITY: SURFACE MOTION
 DH6554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6554+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 DH6554_ROD/PIPE-DEPTH: 2.3  meters
 DH6554
 DH6554  HISTORY     - Date     Condition        Report By
 DH6554  HISTORY     - 20040818 MONUMENTED       CADT
 DH6554
 DH6554                          STATION DESCRIPTION
 DH6554
 DH6554'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6554'THE STATION IS LOCATED IN THE MEDIAN OF HIGHWAY 273 AT POSTMILE 19.92
 DH6554'IN SHASTA COUNTY  ABOUT 5 KM NORTH OF REDDING, 6 KM SOUTH OF SHASTA
 DH6554'LAKE CITY AND 11 KM SOUTH-SOUTHWEST  OF BELLA VISTA.  TO REACH THE
 DH6554'STATION FROM THE INTERSECTION OF HIGHWAY 299 (LAKE BLVD)  AND HGHWAY
 DH6554'273 NORTH OF REDDING GO NORTH ON HIGHWAY 273 480 M TO THE INTERSECTION
 DH6554'OF  REDWOOD ON THE LEFT AND TWIN VIEW BLVD ON THE RIGHT.  CONTINUE
 DH6554'NORTH ON HIGHWAY 273  1.37 KM TO CATERPILLAR ROAD.  CONTINUE NORTH ON
 DH6554'HIGHWAY 273 245 M TO THE STATION IN THE  MEDIAN ON THE LEFT.  THE
 DH6554'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER  SET IN
 DH6554'CONCRETE FLUSH WITH THE GROUND 6.8 M EAST OF AN ORANGE CARSONITE
 DH6554'WITNESS POST,  1.2 M SOUTHEAST OF A WHITE CARSONITE POST WITH AMBER
 DH6554'REFLECTOR, 27.5 M WEST OF THE  NORTHBOUND LANE LINE OF HIGHWAY 273,
 DH6554'26.5 M EAST OF THE SOUTHBOUND LANE LINE OF HIGHWAY  273, AND 102 M
 DH6554'NORTHEAST OF THE NORTHEAST CORNER OF THE PETERSON CATERPILLAR
 DH6554'BUILDING.
 DH6554'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6554'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0164 ***********************************************************************
 DY0164  DESIGNATION -  273 UPRR
 DY0164  PID         -  DY0164
 DY0164  STATE/COUNTY-  CA/LOS ANGELES
 DY0164  USGS QUAD   -  LONG BEACH (1981)
 DY0164
 DY0164                         *CURRENT SURVEY CONTROL
 DY0164  ___________________________________________________________________
 DY0164* NAD 83(1986)-  33 45 47.     (N)    118 13 36.     (W)     SCALED    
 DY0164* NAVD 88     -         1.40   (+/-2cm)       4.6    (feet)  VERTCON   
 DY0164  ___________________________________________________________________
 DY0164  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0164  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0164
 DY0164.The horizontal coordinates were scaled from a topographic map and have
 DY0164.an estimated accuracy of +/- 6 seconds.
 DY0164
 DY0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0164.The vertical order pertains to the NGVD 29 superseded value.
 DY0164
 DY0164.The geoid height was determined by GEOID03.
 DY0164
 DY0164;                    North         East    Units  Estimated Accuracy
 DY0164;SPC CA 5     -   529,200.    1,979,000.      MT  (+/- 180 meters Scaled)
 DY0164
 DY0164                          SUPERSEDED SURVEY CONTROL
 DY0164
 DY0164  NGVD 29 (??/??/92)    0.587  (m)            1.93   (f) ADJ UNCH    1 2
 DY0164
 DY0164.Superseded values are not recommended for survey control.
 DY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0164.See file dsdata.txt to determine how the superseded data were derived.
 DY0164
 DY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864365(NAD 83)
 DY0164_MARKER: DD = SURVEY DISK
 DY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0164_STAMPING: 273 RE 164
 DY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0164+STABILITY: SURFACE MOTION
 DY0164
 DY0164  HISTORY     - Date     Condition        Report By
 DY0164  HISTORY     - UNK      MONUMENTED       UPRR
 DY0164  HISTORY     - 1946     GOOD             NGS
 DY0164  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0164
 DY0164                          STATION DESCRIPTION
 DY0164
 DY0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0164'AT TERMINAL ISLAND.
 DY0164'ON TERMINAL ISLAND, AT THE INTERSECTION OF A ROAD LEADING TO THE
 DY0164'CALIFORNIA EDISON COMPANY AND SEASIDE AVENUE, 35.9 FEET EAST OF
 DY0164'THE CENTERLINE OF THE ROAD, 65.1 FEET NORTH OF THE CENTERLINE
 DY0164'OF SEASIDE AVENUE AND ABOUT 3.4 FEET LOWER THAN THE SURFACE OF
 DY0164'SEASIDE AVENUE.  MARK IS 1.1 FEET SOUTH OF A WHITE POST STENCILED
 DY0164'U.P. PROPERTY LINE AND IS ABOUT 1 FOOT BELOW GROUND LEVEL.  IT
 DY0164'IS ALSO 25.7 FEET SOUTHWEST OF POWER POLE NO. 542311E.  2 INCH
 DY0164'BRASS DISK SET IN CONCRETE.
 DY0164
 DY0164                          STATION RECOVERY (1954)
 DY0164
 DY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5308 ***********************************************************************
 HS5308  DESIGNATION -  273.96=278
 HS5308  PID         -  HS5308
 HS5308  STATE/COUNTY-  CA/SANTA CRUZ
 HS5308  USGS QUAD   -  LAUREL (1994)
 HS5308
 HS5308                         *CURRENT SURVEY CONTROL
 HS5308  ___________________________________________________________________
 HS5308* NAD 83(1986)-  37 02 27.     (N)    121 59 05.     (W)     SCALED    
 HS5308* NAVD 88     -        84.594  (meters)     277.54   (feet)  ADJUSTED  
 HS5308  ___________________________________________________________________
 HS5308  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HS5308  DYNAMIC HT  -          84.532 (meters)     277.34  (feet)  COMP
 HS5308  MODELED GRAV-     979,898.1   (mgal)                       NAVD 88
 HS5308
 HS5308  VERT ORDER  -  FIRST     CLASS II
 HS5308
 HS5308.The horizontal coordinates were scaled from a topographic map and have
 HS5308.an estimated accuracy of +/- 6 seconds.
 HS5308
 HS5308.The orthometric height was determined by differential leveling
 HS5308.and adjusted in February 1993.
 HS5308
 HS5308.The geoid height was determined by GEOID03.
 HS5308
 HS5308.The dynamic height is computed by dividing the NAVD 88
 HS5308.geopotential number by the normal gravity value computed on the
 HS5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5308.degrees latitude (g = 980.6199 gals.).
 HS5308
 HS5308.The modeled gravity was interpolated from observed gravity values.
 HS5308
 HS5308;                    North         East    Units  Estimated Accuracy
 HS5308;SPC CA 3     -   561,070.    1,867,920.      MT  (+/- 180 meters Scaled)
 HS5308
 HS5308                          SUPERSEDED SURVEY CONTROL
 HS5308
 HS5308  NGVD 29 (10/21/93)   83.755  (m)          274.79   (f) ADJUSTED    1 2
 HS5308
 HS5308.Superseded values are not recommended for survey control.
 HS5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5308.See file dsdata.txt to determine how the superseded data were derived.
 HS5308
 HS5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF902998(NAD 83)
 HS5308_MARKER: DD = SURVEY DISK
 HS5308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HS5308_SP_SET: CURB
 HS5308_STAMPING: BM 273.96
 HS5308_MARK LOGO: CA-087
 HS5308_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5308+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5308
 HS5308  HISTORY     - Date     Condition        Report By
 HS5308  HISTORY     - UNK      MONUMENTED       CA-087
 HS5308  HISTORY     - 19900423 GOOD             NGS
 HS5308
 HS5308                          STATION DESCRIPTION
 HS5308
 HS5308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5308'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5308'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5308'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY
 HS5308'ALONG MOUNTAIN VIEW ROAD, THENCE 1.67 KM (1.04 MI) SOUTHERLY ALONG
 HS5308'BRANCIFORTE DRIVE, SET IN TOP OF THE NORTH END OF THE CURB OF THE
 HS5308'BRIDGE SPANNING BRANCIFORTE CREEK, 3.7 M (12.1 FT) WEST OF THE CENTER
 HS5308'OF THE ROAD, AND 0.2 M (0.7 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0476 ***********************************************************************
 FU0476  DESIGNATION -  2732 RESET
 FU0476  PID         -  FU0476
 FU0476  STATE/COUNTY-  CA/KERN
 FU0476  USGS QUAD   -  MOJAVE (1992)
 FU0476
 FU0476                         *CURRENT SURVEY CONTROL
 FU0476  ___________________________________________________________________
 FU0476* NAD 83(1986)-  35 02 48.     (N)    118 10 19.     (W)     SCALED    
 FU0476* NAVD 88     -       834.364  (meters)    2737.41   (feet)  ADJUSTED  
 FU0476  ___________________________________________________________________
 FU0476  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FU0476  DYNAMIC HT  -         833.406 (meters)    2734.27  (feet)  COMP
 FU0476  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 FU0476
 FU0476  VERT ORDER  -  FIRST     CLASS II
 FU0476
 FU0476.The horizontal coordinates were scaled from a topographic map and have
 FU0476.an estimated accuracy of +/- 6 seconds.
 FU0476
 FU0476.The orthometric height was determined by differential leveling
 FU0476.and adjusted in June 1991.
 FU0476
 FU0476.The geoid height was determined by GEOID03.
 FU0476
 FU0476.The dynamic height is computed by dividing the NAVD 88
 FU0476.geopotential number by the normal gravity value computed on the
 FU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0476.degrees latitude (g = 980.6199 gals.).
 FU0476
 FU0476.The modeled gravity was interpolated from observed gravity values.
 FU0476
 FU0476;                    North         East    Units  Estimated Accuracy
 FU0476;SPC CA 5     -   671,580.    1,984,310.      MT  (+/- 180 meters Scaled)
 FU0476
 FU0476                          SUPERSEDED SURVEY CONTROL
 FU0476
 FU0476  NGVD 29 (??/??/??)  833.45   (m)         2734.4    (f) RESET       3  
 FU0476
 FU0476.Superseded values are not recommended for survey control.
 FU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0476.See file dsdata.txt to determine how the superseded data were derived.
 FU0476
 FU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU931788(NAD 83)
 FU0476_MARKER: P = PIPE CAP
 FU0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0476_STAMPING: 2732 26 B 1902 RESET 1945
 FU0476_MARK LOGO: CGS   
 FU0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0476
 FU0476  HISTORY     - Date     Condition        Report By
 FU0476  HISTORY     - 1945     MONUMENTED       CGS
 FU0476  HISTORY     - 1965     GOOD             CGS
 FU0476  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 FU0476
 FU0476                          STATION DESCRIPTION
 FU0476
 FU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FU0476'0.4 MI S FROM MOJAVE.
 FU0476'0.45 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE RAILROAD STATION
 FU0476'AT MOJAVE, 415.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A TRIANGLE
 FU0476'FORMED BY THE JUNCTION OF STATE HIGHWAY 58, 38.0 FEET EAST OF
 FU0476'THE CENTER LINE OF THE HIGHWAY, 105.5 FEET EAST OF THE NORTHEAST
 FU0476'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 3.3 FEET
 FU0476'EAST OF TELEPHONE POLE 3379, 1.9 FEET SOUTH OF A WITNESS POST,
 FU0476'AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT
 FU0476'ABOVE THE GROUND.
 FU0476
 FU0476                          STATION RECOVERY (2004)
 FU0476
 FU0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0476'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0481 ***********************************************************************
 KS0481  DESIGNATION -  2734.1
 KS0481  PID         -  KS0481
 KS0481  STATE/COUNTY-  CA/SIERRA
 KS0481  USGS QUAD   -  GOODYEARS BAR (1975)
 KS0481
 KS0481                         *CURRENT SURVEY CONTROL
 KS0481  ___________________________________________________________________
 KS0481* NAD 83(1986)-  39 32 32.     (N)    120 53 44.     (W)     SCALED    
 KS0481* NAVD 88     -       834.173  (meters)    2736.78   (feet)  ADJUSTED  
 KS0481  ___________________________________________________________________
 KS0481  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KS0481  DYNAMIC HT  -         833.523 (meters)    2734.65  (feet)  COMP
 KS0481  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 KS0481
 KS0481  VERT ORDER  -  SECOND    CLASS 0
 KS0481
 KS0481.The horizontal coordinates were scaled from a topographic map and have
 KS0481.an estimated accuracy of +/- 6 seconds.
 KS0481
 KS0481.The orthometric height was determined by differential leveling
 KS0481.and adjusted in June 1991.
 KS0481
 KS0481.The geoid height was determined by GEOID03.
 KS0481
 KS0481.The dynamic height is computed by dividing the NAVD 88
 KS0481.geopotential number by the normal gravity value computed on the
 KS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0481.degrees latitude (g = 980.6199 gals.).
 KS0481
 KS0481.The modeled gravity was interpolated from observed gravity values.
 KS0481
 KS0481;                    North         East    Units  Estimated Accuracy
 KS0481;SPC CA 2     -   708,780.    2,094,930.      MT  (+/- 180 meters Scaled)
 KS0481
 KS0481                          SUPERSEDED SURVEY CONTROL
 KS0481
 KS0481  NGVD 29 (??/??/??)  833.275  (m)         2733.84   (f) ADJUSTED    2 0
 KS0481
 KS0481.Superseded values are not recommended for survey control.
 KS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0481.See file dsdata.txt to determine how the superseded data were derived.
 KS0481
 KS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ808790(NAD 83)
 KS0481_MARKER: N = NAIL
 KS0481_SETTING: 66 = SET IN ROCK OUTCROP
 KS0481_SP_SET: LEDGE
 KS0481_MARK LOGO: USGS  
 KS0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0481+STABILITY: POSITION/ELEVATION WELL
 KS0481
 KS0481  HISTORY     - Date     Condition        Report By
 KS0481  HISTORY     - UNK      MONUMENTED       USGS
 KS0481  HISTORY     - 1934     GOOD             CGS
 KS0481
 KS0481                          STATION DESCRIPTION
 KS0481
 KS0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0481'5.1 MI SW FROM DOWNIEVILLE.
 KS0481'5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 49 FROM DOWNIEVILLE,
 KS0481'SIERRA COUNTY, 24.5 FEET SOUTH OF A 14-INCH PINE TREE BLAZED ON
 KS0481'THE EAST AND NORTH SIDES BETWEEN THE OLD AND NEW HIGHWAYS, AND 65
 KS0481'FEET SOUTHWEST OF THE CENTERLINE OF THE NEW HIGHWAY, AND IN A
 KS0481'GRANITE LEDGE.  A UNITES STATE GEOLOGICAL SURVEY STANDARD COPPER
 KS0481'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0546 ***********************************************************************
 JS0546  DESIGNATION -  2736 USGS
 JS0546  PID         -  JS0546
 JS0546  STATE/COUNTY-  CA/EL DORADO
 JS0546  USGS QUAD   -  GEORGETOWN (1973)
 JS0546
 JS0546                         *CURRENT SURVEY CONTROL
 JS0546  ___________________________________________________________________
 JS0546* NAD 83(1986)-  38 54 47.     (N)    120 49 42.     (W)     SCALED    
 JS0546* NAVD 88     -       834.55   (+/-2cm)    2738.0    (feet)  VERTCON   
 JS0546  ___________________________________________________________________
 JS0546  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 JS0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0546
 JS0546.The horizontal coordinates were scaled from a topographic map and have
 JS0546.an estimated accuracy of +/- 6 seconds.
 JS0546
 JS0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0546.The vertical order pertains to the NGVD 29 superseded value.
 JS0546
 JS0546.The geoid height was determined by GEOID03.
 JS0546
 JS0546;                    North         East    Units  Estimated Accuracy
 JS0546;SPC CA 2     -   639,010.    2,101,610.      MT  (+/- 180 meters Scaled)
 JS0546
 JS0546                          SUPERSEDED SURVEY CONTROL
 JS0546
 JS0546  NGVD 29 (??/??/92)  833.702  (m)         2735.24   (f) ADJ UNCH    2 0
 JS0546
 JS0546.Superseded values are not recommended for survey control.
 JS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0546.See file dsdata.txt to determine how the superseded data were derived.
 JS0546
 JS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ882093(NAD 83)
 JS0546_MARKER: N = NAIL
 JS0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0546_SP_SET: CEDAR TREE ROOT
 JS0546_STAMPING: 1948
 JS0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0546
 JS0546  HISTORY     - Date     Condition        Report By
 JS0546  HISTORY     - 1948     MONUMENTED       USGS
 JS0546  HISTORY     - 1948     GOOD             NGS
 JS0546
 JS0546                          STATION DESCRIPTION
 JS0546
 JS0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0546'0.8 MI NE FROM GEORGETOWN.
 JS0546'0.8 MILE NORTHEAST ALONG THE GEORGETOWN ROAD FROM THE POST OFFICE
 JS0546'AT GEORGETOWN, ON THE SOUTHEAST EDGE OF THE ROAD, AT A JOG IN THE
 JS0546'IRRIGATION DITCH TOWARD THE ROAD, SET IN THE ROOT ON THE NORTHEAST
 JS0546'SIDE OF A LARGE CEDAR TREE, A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0804 ***********************************************************************
 KS0804  DESIGNATION -  2738.2 USGS
 KS0804  PID         -  KS0804
 KS0804  STATE/COUNTY-  CA/YUBA
 KS0804  USGS QUAD   -  CAMPTONVILLE (1995)
 KS0804
 KS0804                         *CURRENT SURVEY CONTROL
 KS0804  ___________________________________________________________________
 KS0804* NAD 83(1986)-  39 28 39.     (N)    121 02 32.     (W)     SCALED    
 KS0804* NAVD 88     -       835.417  (meters)    2740.86   (feet)  ADJUSTED  
 KS0804  ___________________________________________________________________
 KS0804  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 KS0804  DYNAMIC HT  -         834.799 (meters)    2738.84  (feet)  COMP
 KS0804  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 KS0804
 KS0804  VERT ORDER  -  SECOND    CLASS 0
 KS0804
 KS0804.The horizontal coordinates were scaled from a topographic map and have
 KS0804.an estimated accuracy of +/- 6 seconds.
 KS0804
 KS0804.The orthometric height was determined by differential leveling
 KS0804.and adjusted in June 1991.
 KS0804
 KS0804.The geoid height was determined by GEOID03.
 KS0804
 KS0804.The dynamic height is computed by dividing the NAVD 88
 KS0804.geopotential number by the normal gravity value computed on the
 KS0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0804.degrees latitude (g = 980.6199 gals.).
 KS0804
 KS0804.The modeled gravity was interpolated from observed gravity values.
 KS0804
 KS0804;                    North         East    Units  Estimated Accuracy
 KS0804;SPC CA 2     -   701,450.    2,082,400.      MT  (+/- 180 meters Scaled)
 KS0804
 KS0804                          SUPERSEDED SURVEY CONTROL
 KS0804
 KS0804  NGVD 29 (??/??/??)  834.585  (m)         2738.13   (f) ADJUSTED    2 0
 KS0804
 KS0804.Superseded values are not recommended for survey control.
 KS0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0804.See file dsdata.txt to determine how the superseded data were derived.
 KS0804
 KS0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ683715(NAD 83)
 KS0804_MARKER: Q = CHISELED SQUARE
 KS0804_SETTING: 66 = SET IN ROCK OUTCROP
 KS0804_SP_SET: BOULDER
 KS0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0804+STABILITY: POSITION/ELEVATION WELL
 KS0804
 KS0804  HISTORY     - Date     Condition        Report By
 KS0804  HISTORY     - UNK      MONUMENTED       USGS
 KS0804  HISTORY     - 1934     GOOD             NGS
 KS0804  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0804
 KS0804                          STATION DESCRIPTION
 KS0804
 KS0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0804'2.6 MI N FROM CAMPTONVILLE.
 KS0804'2.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE,
 KS0804'YUBA COUNTY, 25 YARDS EAST OF A CONCRETE-BOX CULVERT, AT THE
 KS0804'EAST EDGE OF THE HIGHWAY, AND ON THE TOP OF A BOULDER.  A
 KS0804'CHISELED SQUARE.
 KS0804
 KS0804                          STATION RECOVERY (2004)
 KS0804
 KS0804'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1072 ***********************************************************************
 GU1072  DESIGNATION -  274.560 USGS
 GU1072  PID         -  GU1072
 GU1072  STATE/COUNTY-  CA/MADERA
 GU1072  USGS QUAD   -  MADERA (1981)
 GU1072
 GU1072                         *CURRENT SURVEY CONTROL
 GU1072  ___________________________________________________________________
 GU1072* NAD 83(1986)-  36 57 32.     (N)    120 03 48.     (W)     SCALED    
 GU1072* NAVD 88     -        84.28   (+/-2cm)     276.5    (feet)  VERTCON   
 GU1072  ___________________________________________________________________
 GU1072  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 GU1072  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1072
 GU1072.The horizontal coordinates were scaled from a topographic map and have
 GU1072.an estimated accuracy of +/- 6 seconds.
 GU1072
 GU1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1072.The vertical order pertains to the NGVD 29 superseded value.
 GU1072
 GU1072.The geoid height was determined by GEOID03.
 GU1072
 GU1072;                    North         East    Units  Estimated Accuracy
 GU1072;SPC CA 3     -   551,020.    2,038,890.      MT  (+/- 180 meters Scaled)
 GU1072
 GU1072                          SUPERSEDED SURVEY CONTROL
 GU1072
 GU1072  NGVD 29 (??/??/92)   83.57   (m)          274.2    (f) COMPUTED    1 2
 GU1072
 GU1072.Superseded values are not recommended for survey control.
 GU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1072.See file dsdata.txt to determine how the superseded data were derived.
 GU1072
 GU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF614943(NAD 83)
 GU1072_MARKER: DD = SURVEY DISK
 GU1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU1072_SP_SET: BUILDING
 GU1072_STAMPING: 274.560 B 1901
 GU1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU1072
 GU1072  HISTORY     - Date     Condition        Report By
 GU1072  HISTORY     - 1901     MONUMENTED       USGS
 GU1072  HISTORY     - 1957     GOOD             NGS
 GU1072  HISTORY     - 1958     GOOD             NGS
 GU1072
 GU1072                          STATION DESCRIPTION
 GU1072
 GU1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU1072'AT MADERA.
 GU1072'AT MADERA, IN R17E T11S, IN THE SOUTHEAST QUARTER OF SECTION
 GU1072'24, ALONG WEST YOSEMITE AVENUE, BETWEEN H AND G STREETS, AT THE
 GU1072'MADERA COUNTY COURTHOUSE, SET VERTICALLY IN THE NORTHEAST
 GU1072'GRANITE BLOCK WALL, 4.8 FEET SOUTHWEST OF THE NORTH CORNER OF
 GU1072'THE BUILDING, AND 2.5 FEET ABOVE THE GROUND.
 GU1072
 GU1072                          STATION RECOVERY (1958)
 GU1072
 GU1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 GU1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0356 ***********************************************************************
 MX0356  DESIGNATION -  2747 B
 MX0356  PID         -  MX0356
 MX0356  STATE/COUNTY-  CA/SISKIYOU
 MX0356  USGS QUAD   -  FORT JONES (1984)
 MX0356
 MX0356                         *CURRENT SURVEY CONTROL
 MX0356  ___________________________________________________________________
 MX0356* NAD 83(1986)-  41 36 27.     (N)    122 50 27.     (W)     SCALED    
 MX0356* NAVD 88     -       838.239  (meters)    2750.12   (feet)  ADJUSTED  
 MX0356  ___________________________________________________________________
 MX0356  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 MX0356  DYNAMIC HT  -         837.763 (meters)    2748.56  (feet)  COMP
 MX0356  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 MX0356
 MX0356  VERT ORDER  -  SECOND    CLASS 0
 MX0356
 MX0356.The horizontal coordinates were scaled from a topographic map and have
 MX0356.an estimated accuracy of +/- 6 seconds.
 MX0356
 MX0356.The orthometric height was determined by differential leveling
 MX0356.and adjusted in June 1991.
 MX0356
 MX0356.The geoid height was determined by GEOID03.
 MX0356
 MX0356.The dynamic height is computed by dividing the NAVD 88
 MX0356.geopotential number by the normal gravity value computed on the
 MX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0356.degrees latitude (g = 980.6199 gals.).
 MX0356
 MX0356.The modeled gravity was interpolated from observed gravity values.
 MX0356
 MX0356;                    North         East    Units  Estimated Accuracy
 MX0356;SPC CA 1     -   752,860.    1,929,910.      MT  (+/- 180 meters Scaled)
 MX0356
 MX0356                          SUPERSEDED SURVEY CONTROL
 MX0356
 MX0356  NGVD 29 (??/??/??)  837.221  (m)         2746.78   (f) ADJUSTED    2 0
 MX0356
 MX0356.Superseded values are not recommended for survey control.
 MX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0356.See file dsdata.txt to determine how the superseded data were derived.
 MX0356
 MX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM132062(NAD 83)
 MX0356_MARKER: DD = SURVEY DISK
 MX0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0356_SP_SET: BUILDING
 MX0356_STAMPING: B 1907 8 2747
 MX0356_MARK LOGO: USGS  
 MX0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0356
 MX0356  HISTORY     - Date     Condition        Report By
 MX0356  HISTORY     - 1907     MONUMENTED       USGS
 MX0356  HISTORY     - 1952     GOOD             CGS
 MX0356
 MX0356                          STATION DESCRIPTION
 MX0356
 MX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0356'AT FORT JONES.
 MX0356'AT FORT JONES, ABOUT 1.55 FEET SOUTH OF THE INTERSECTION OF
 MX0356'THE MAIN STREET AND STERLING STREET, AT THE FORT JONES CREAMERY
 MX0356'BUILDING, SET VERTICALLY IN THE WEST FACE OF THE BRICK AND
 MX0356'STUCKO WALL OF THE CREAMERY, 0.7 FOOT SOUTH OF THE NORTHWEST
 MX0356'CORNER, 52 1/2 FEET EAST OF THE CENTER LINE OF MAIN STREET,
 MX0356'2.1 FEET HIGHER THAN THE SIDEWALK, NOTE-- OLD DESCRIPTION HAS
 MX0356'THE MARK STAMPED---B 1907 8 2747---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5505 ***********************************************************************
 EW5505  DESIGNATION -  2749 USGS
 EW5505  PID         -  EW5505
 EW5505  STATE/COUNTY-  CA/SANTA BARBARA
 EW5505  USGS QUAD   -  CUYAMA PEAK (1991)
 EW5505
 EW5505                         *CURRENT SURVEY CONTROL
 EW5505  ___________________________________________________________________
 EW5505* NAD 83(1986)-  34 51 09.     (N)    119 29 03.     (W)     SCALED    
 EW5505* NAVD 88     -       840.100  (meters)    2756.23   (feet)  ADJUSTED  
 EW5505  ___________________________________________________________________
 EW5505  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 EW5505  DYNAMIC HT  -         839.138 (meters)    2753.07  (feet)  COMP
 EW5505  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 EW5505  OBS GRAVITY -     979,462.1   (mgal)                       GRAV_OBS
 EW5505
 EW5505  VERT ORDER  -  FIRST     CLASS I
 EW5505
 EW5505.The horizontal coordinates were scaled from a topographic map and have
 EW5505.an estimated accuracy of +/- 6 seconds.
 EW5505
 EW5505.The orthometric height was determined by differential leveling
 EW5505.and adjusted in June 1991.
 EW5505
 EW5505.The geoid height was determined by GEOID03.
 EW5505
 EW5505.The dynamic height is computed by dividing the NAVD 88
 EW5505.geopotential number by the normal gravity value computed on the
 EW5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5505.degrees latitude (g = 980.6199 gals.).
 EW5505
 EW5505.The modeled gravity was interpolated from observed gravity values.
 EW5505.The observed gravity was obtained from relative gravimeter ties
 EW5505.to the IGSN71 gravity network.
 EW5505
 EW5505;                    North         East    Units  Estimated Accuracy
 EW5505;SPC CA 5     -   651,030.    1,864,290.      MT  (+/- 180 meters Scaled)
 EW5505
 EW5505                          SUPERSEDED SURVEY CONTROL
 EW5505
 EW5505  NGVD 29 (??/??/92)  839.228  (m)         2753.37   (f) ADJ UNCH    1 1
 EW5505
 EW5505.Superseded values are not recommended for survey control.
 EW5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5505.See file dsdata.txt to determine how the superseded data were derived.
 EW5505
 EW5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU728595(NAD 83)
 EW5505_MARKER: P = PIPE CAP
 EW5505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5505_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5505_STAMPING: 2749 LA
 EW5505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5505
 EW5505  HISTORY     - Date     Condition        Report By
 EW5505  HISTORY     - UNK      MONUMENTED       CGS
 EW5505  HISTORY     - 1968     GOOD             NGS
 EW5505  HISTORY     - 1977     GOOD             NGS
 EW5505  HISTORY     - 19960107 GOOD             USPSQD
 EW5505  HISTORY     - 20030401 GOOD             CADT
 EW5505
 EW5505                          STATION DESCRIPTION
 EW5505
 EW5505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5505'20.2 MI SW FROM MARICOPA.
 EW5505'20.15 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 EW5505'AT MARICOPA, AT THE VENTUCOPA RANGER STATION, 412 FEET SOUTHWEST
 EW5505'OF THE CENTER LINE OF THE HIGHWAY, 192.0 FEET WEST OF THE WEST
 EW5505'CORNER OF THE RANGERS QUARTERS, 137.6 FEET NORTH OF THE NORTH
 EW5505'CORNER OF THE MAINTENANCE BUILDING, 83.5 FEET SOUTHWEST OF A
 EW5505'FENCE AND A POINT IN LINE WITH NORTHWEST-SOUTHEAST TELEPHONE
 EW5505'LINE, 60.9 FEET NORTHWEST OF A FENCE, 2.0 FEET NORTHEAST OF A
 EW5505'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE
 EW5505'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE
 EW5505'GROUND.
 EW5505
 EW5505                          STATION RECOVERY (1977)
 EW5505
 EW5505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5505'RECOVERED IN GOOD CONDITION.
 EW5505
 EW5505                          STATION RECOVERY (1996)
 EW5505
 EW5505'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5505'RECOVERED IN GOOD CONDITION.
 EW5505
 EW5505                          STATION RECOVERY (2003)
 EW5505
 EW5505'RECOVERY NOTE BY CALTRANS 2003
 EW5505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4675 ***********************************************************************
 JS4675  DESIGNATION -  275 276
 JS4675  PID         -  JS4675
 JS4675  STATE/COUNTY-  CA/CONTRA COSTA
 JS4675  USGS QUAD   -  HONKER BAY (1980)
 JS4675
 JS4675                         *CURRENT SURVEY CONTROL
 JS4675  ___________________________________________________________________
 JS4675* NAD 83(1992)-  38 02 20.25127(N)    121 53 12.85869(W)     ADJUSTED  
 JS4675* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 JS4675  ___________________________________________________________________
 JS4675  EPOCH DATE  -        1991.35
 JS4675  X           -  -2,656,933.420 (meters)                     COMP
 JS4675  Y           -  -4,270,717.389 (meters)                     COMP
 JS4675  Z           -   3,908,833.351 (meters)                     COMP
 JS4675  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 JS4675  ELLIP HEIGHT-         -28.075 (meters)          (03/08/94) ADJUSTED
 JS4675  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JS4675  HORZ ORDER  -  THIRD
 JS4675  ELLP ORDER  -  FOURTH    CLASS I
 JS4675
 JS4675.The horizontal coordinates were established by GPS observations
 JS4675.and adjusted by the National Geodetic Survey in March 1994.
 JS4675.The horizontal coordinates are valid at the epoch date displayed above.
 JS4675.The epoch date for horizontal control is a decimal equivalence
 JS4675.of Year/Month/Day.
 JS4675
 JS4675.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS4675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS4675
 JS4675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS4675
 JS4675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4675
 JS4675.The ellipsoidal height was determined by GPS observations
 JS4675.and is referenced to NAD 83.
 JS4675
 JS4675.The geoid height was determined by GEOID03.
 JS4675
 JS4675;                    North         East     Units Scale Factor Converg.
 JS4675;SPC CA 3     -   671,698.884 1,878,260.722   MT  0.99994177   -0 50 56.8
 JS4675;SPC CA 3     - 2,203,732.09  6,162,260.39   sFT  0.99994177   -0 50 56.8
 JS4675;SPC CA 2     -   541,334.248 2,009,928.927   MT  1.00007974   +0 04 16.7
 JS4675;SPC CA 2     - 1,776,027.45  6,594,241.82   sFT  1.00007974   +0 04 16.7
 JS4675;UTM  10      - 4,210,722.264   597,676.521   MT  0.99971750   +0 41 09.4
 JS4675
 JS4675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4675!SPC CA 3     -   1.00000441  x   0.99994177  =   0.99994618
 JS4675!SPC CA 2     -   1.00000441  x   1.00007974  =   1.00008415
 JS4675!UTM  10      -   1.00000441  x   0.99971750  =   0.99972190
 JS4675
 JS4675:                Primary Azimuth Mark                     Grid Az
 JS4675:SPC CA 3     -  CANOE                                    164 25 28.7
 JS4675:SPC CA 2     -  CANOE                                    163 30 15.2
 JS4675:UTM  10      -  CANOE                                    162 53 22.5
 JS4675
 JS4675|---------------------------------------------------------------------|
 JS4675| PID    Reference Object                     Distance      Geod. Az  |
 JS4675|                                                           dddmmss.s |
 JS4675| JS4676 CANOE                               APPROX. 0.5 KM 1633431.9 |
 JS4675| JS4717 SUISUN BAY LIGHT 30                 APPROX. 0.5 KM 3400455.0 |
 JS4675|---------------------------------------------------------------------|
 JS4675
 JS4675                          SUPERSEDED SURVEY CONTROL
 JS4675
 JS4675  NAD 83(1986)-  38 02 20.24947(N)    121 53 12.85894(W) AD(1984.00) 3
 JS4675  NGVD 29 (08/12/92)    2.9    (m)           10.     (f) GPS OBS     3  
 JS4675
 JS4675.Superseded values are not recommended for survey control.
 JS4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4675.See file dsdata.txt to determine how the superseded data were derived.
 JS4675
 JS4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9767710722(NAD 83)
 JS4675_MARKER: DW = NOS HYDROGRAPHIC SURVEY DISK
 JS4675_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JS4675_SP_SET: CONCRETE WALK AT BOAT DOCK
 JS4675_STAMPING: 275-276 1990
 JS4675_MARK LOGO: NOS   
 JS4675_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS4675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS4675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS4675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JS4675
 JS4675  HISTORY     - Date     Condition        Report By
 JS4675  HISTORY     - 1990     MONUMENTED       NOS
 JS4675
 JS4675                          STATION DESCRIPTION
 JS4675
 JS4675'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 JS4675'THE STATION IS LOCATED IN THE MARINA PARK DEVELOPMENT IN THE CITY OF
 JS4675'PITTSBURG.
 JS4675'TO REACH STATION FROM HIGHWAY 4 IN PITTSBURG, CA, PROCEED NORTH ON
 JS4675'RAILROAD AVENUE FOR 1.2 MI (1.9 KM) TO THIRD STREET.  TURN LEFT AND
 JS4675'PROCEED TO MARINA BLVD.  TURN LEFT ON MARINA BLVD AND TRAVEL IN A
 JS4675'SOUTHWESTERLY DIRECTION FOR 0.4 MI (0.6 KM) TO CUTTER STREET.  TURN
 JS4675'RIGHT AND RIGHT AGAIN ONTO SANDPIPER ROAD.  TURN LEFT ONTO AQUINA
 JS4675'DRIVE AND PROCEED TO HERON DRIVE.  TURN LEFT AND TRAVEL WEST FOR 0.4
 JS4675'MI (0.6 KM) TO THE END OF THE STREET.  MARK IS BEHIND THE LAST HOUSE
 JS4675'ON THE RIGHT, NO. 324 HERON DRIVE, IN THE SOUTHWEST CORNER OF THE
 JS4675'LANDING WHICH LEADS DOWN TO A PRIVATE DOCK.
 JS4675'THE STATION IS LOCATED AT THE TOP OF THE FIRST SMALL BOAT PIER IN THE
 JS4675'CHANNEL ON THE WEST SIDE.  THE STATION IS SET IN A DRILL HOLE IN THE
 JS4675'SOUTHEAST CORNER OF THE LANDING AT THE TOP OF THE RAMP DOWN TO THE
 JS4675'DOCK. DUE TO HOUSING CONSTRUCTION AFTER ESTABLISHMENT OF THE STATION,
 JS4675'IT IS NO LONGER SUITABLE FOR RECEIVING SATELLITE SIGNALS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0104 ***********************************************************************
 JT0104  DESIGNATION -  275.4
 JT0104  PID         -  JT0104
 JT0104  STATE/COUNTY-  CA/YOLO
 JT0104  USGS QUAD   -  BIRD VALLEY (1993)
 JT0104
 JT0104                         *CURRENT SURVEY CONTROL
 JT0104  ___________________________________________________________________
 JT0104* NAD 83(1986)-  38 46 52.     (N)    122 02 37.     (W)     SCALED    
 JT0104* NAVD 88     -        84.68   (+/-2cm)     277.8    (feet)  VERTCON   
 JT0104  ___________________________________________________________________
 JT0104  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JT0104  VERT ORDER  -  THIRD (See Below)
 JT0104
 JT0104.The horizontal coordinates were scaled from a topographic map and have
 JT0104.an estimated accuracy of +/- 6 seconds.
 JT0104
 JT0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0104.The vertical order pertains to the NGVD 29 superseded value.
 JT0104
 JT0104.The geoid height was determined by GEOID03.
 JT0104
 JT0104;                    North         East    Units  Estimated Accuracy
 JT0104;SPC CA 2     -   623,710.    1,996,210.      MT  (+/- 180 meters Scaled)
 JT0104
 JT0104                          SUPERSEDED SURVEY CONTROL
 JT0104
 JT0104  NGVD 29 (??/??/??)   83.89   (m)          275.2    (f) RESET       3  
 JT0104
 JT0104.Superseded values are not recommended for survey control.
 JT0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0104.See file dsdata.txt to determine how the superseded data were derived.
 JT0104
 JT0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH830929(NAD 83)
 JT0104_MARKER: Q = CHISELED SQUARE
 JT0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0104_SP_SET: CULVERT
 JT0104_MARK LOGO: USGS  
 JT0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0104
 JT0104  HISTORY     - Date     Condition        Report By
 JT0104  HISTORY     - UNK      MONUMENTED       USGS
 JT0104  HISTORY     - 1942     GOOD             NGS
 JT0104
 JT0104                          STATION DESCRIPTION
 JT0104
 JT0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0104'5 MI N FROM CAPAY.
 JT0104'5.0 MILES NORTH ALONG THE DUNNIGAN ROAD FROM CAPAY, YOLO COUNTY,
 JT0104'71 FEET SOUTHEAST OF BENCH MARK GWM 17 (USGS) DESCRIBED BELOW,
 JT0104'IN THE SOUTHEAST ANGLE OF A ROAD INTERSECTION, AT A CONCRETE
 JT0104'CULVERT, AND ON THE TOP OF THE EAST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0562 ***********************************************************************
 DX0562  DESIGNATION -  2751
 DX0562  PID         -  DX0562
 DX0562  STATE/COUNTY-  CA/SAN DIEGO
 DX0562  USGS QUAD   -  AGUANGA (1988)
 DX0562
 DX0562                         *CURRENT SURVEY CONTROL
 DX0562  ___________________________________________________________________
 DX0562* NAD 83(1986)-  33 23 13.     (N)    116 47 32.     (W)     SCALED    
 DX0562* NAVD 88     -       839.66   (+/-2cm)    2754.8    (feet)  VERTCON   
 DX0562  ___________________________________________________________________
 DX0562  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 DX0562  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0562
 DX0562.The horizontal coordinates were scaled from a topographic map and have
 DX0562.an estimated accuracy of +/- 6 seconds.
 DX0562
 DX0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0562.The vertical order pertains to the NGVD 29 superseded value.
 DX0562
 DX0562.The geoid height was determined by GEOID03.
 DX0562
 DX0562;                    North         East    Units  Estimated Accuracy
 DX0562;SPC CA 6     -   635,460.    1,949,550.      MT  (+/- 180 meters Scaled)
 DX0562
 DX0562                          SUPERSEDED SURVEY CONTROL
 DX0562
 DX0562  NGVD 29 (??/??/??)  838.869  (m)         2752.19   (f) ADJUSTED    1 2
 DX0562
 DX0562.Superseded values are not recommended for survey control.
 DX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0562.See file dsdata.txt to determine how the superseded data were derived.
 DX0562
 DX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS193942(NAD 83)
 DX0562_MARKER: P = PIPE CAP
 DX0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0562_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0562_STAMPING: 2751 T
 DX0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0562
 DX0562  HISTORY     - Date     Condition        Report By
 DX0562  HISTORY     - UNK      MONUMENTED       USGS
 DX0562  HISTORY     - 1956     GOOD             NGS
 DX0562  HISTORY     - 1960     GOOD             NGS
 DX0562
 DX0562                          STATION DESCRIPTION
 DX0562
 DX0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0562'AT OAK GROVE.
 DX0562'AT OAK GROVE, IN A SCHOOL YARD, ABOUT 200 YARDS NORTHWEST OF THE
 DX0562'OAK GROVE RANGER STATION, 81.5 FEET SOUTHWEST OF THE SOUTH CORNER
 DX0562'OF THE SCHOOL, 55.2 FEET NORTHEAST OF AND ACROSS STATE HIGHWAY
 DX0562'79 FROM BENCH MARK W 62, 30.2 FEET NORTHEAST OF THE CENTER LINE
 DX0562'OF THE HIGHWAY, 3 FEET SOUTHWEST OF A 12-INCH OAK TREE, ABOUT
 DX0562'2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE END OF A
 DX0562'3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 1.2 FEET
 DX0562'ABOVE THE GROUND.
 DX0562
 DX0562                          STATION RECOVERY (1960)
 DX0562
 DX0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0848 ***********************************************************************
 LU0848  DESIGNATION -  2752 B USGS
 LU0848  PID         -  LU0848
 LU0848  STATE/COUNTY-  CA/TRINITY
 LU0848  USGS QUAD   -  WEAVERVILLE (1982)
 LU0848
 LU0848                         *CURRENT SURVEY CONTROL
 LU0848  ___________________________________________________________________
 LU0848* NAD 83(1986)-  40 44 01.     (N)    122 58 34.     (W)     SCALED    
 LU0848* NAVD 88     -       839.440  (meters)    2754.06   (feet)  ADJUSTED  
 LU0848  ___________________________________________________________________
 LU0848  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 LU0848  DYNAMIC HT  -         838.912 (meters)    2752.33  (feet)  COMP
 LU0848  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 LU0848
 LU0848  VERT ORDER  -  FIRST     CLASS II
 LU0848
 LU0848.The horizontal coordinates were scaled from a topographic map and have
 LU0848.an estimated accuracy of +/- 6 seconds.
 LU0848
 LU0848.The orthometric height was determined by differential leveling
 LU0848.and adjusted in June 1991.
 LU0848
 LU0848.The geoid height was determined by GEOID03.
 LU0848
 LU0848.The dynamic height is computed by dividing the NAVD 88
 LU0848.geopotential number by the normal gravity value computed on the
 LU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0848.degrees latitude (g = 980.6199 gals.).
 LU0848
 LU0848.The modeled gravity was interpolated from observed gravity values.
 LU0848
 LU0848;                    North         East    Units  Estimated Accuracy
 LU0848;SPC CA 1     -   655,940.    1,917,560.      MT  (+/- 180 meters Scaled)
 LU0848
 LU0848                          SUPERSEDED SURVEY CONTROL
 LU0848
 LU0848  NGVD 29 (??/??/92)  838.549  (m)         2751.14   (f) ADJ UNCH    1 2
 LU0848
 LU0848.Superseded values are not recommended for survey control.
 LU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0848.See file dsdata.txt to determine how the superseded data were derived.
 LU0848
 LU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL020091(NAD 83)
 LU0848_MARKER: DD = SURVEY DISK
 LU0848_SETTING: 80 = SET IN A BOULDER
 LU0848_SP_SET: BOULDER
 LU0848_STAMPING: 2752 B 1905
 LU0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0848+STABILITY: SURFACE MOTION
 LU0848
 LU0848  HISTORY     - Date     Condition        Report By
 LU0848  HISTORY     - 1905     MONUMENTED       USGS
 LU0848  HISTORY     - 1935     GOOD             NGS
 LU0848
 LU0848                          STATION DESCRIPTION
 LU0848
 LU0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU0848'2.7 MI NW FROM WEAVERVILLE.
 LU0848'2.7 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 299 (NOW A COUNTY
 LU0848'ROAD) FROM WEAVERVILLE, TRINITY COUNTY, 0.6 MILE EAST OF THE
 LU0848'SUMMIT OF OREGON MOUNTAIN, ON THE NORTH SIDE OF THE OLD HIGHWAY,
 LU0848'AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL
 LU0848'SURVEY STANDARD DISK, STAMPED 2752 B 1905.  NOTE-- THE BOULDER
 LU0848'SHOWS EVIDENCE OF HAVING BEEN MOVED-- IT HAS BEEN HIT BY A
 LU0848'SNOW PLOW.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AF8384 ***********************************************************************
 AF8384  DESIGNATION -  2753.96
 AF8384  PID         -  AF8384
 AF8384  STATE/COUNTY-  CA/SISKIYOU
 AF8384  USGS QUAD   -  YREKA (1984)
 AF8384
 AF8384                         *CURRENT SURVEY CONTROL
 AF8384  ___________________________________________________________________
 AF8384* NAD 83(1986)-  41 42 45.     (N)    122 39 03.     (W)     SCALED    
 AF8384* NAVD 88     -       840.461  (meters)    2757.41   (feet)  ADJUSTED  
 AF8384  ___________________________________________________________________
 AF8384  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AF8384  DYNAMIC HT  -         840.010 (meters)    2755.93  (feet)  COMP
 AF8384  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 AF8384
 AF8384  VERT ORDER  -  FIRST     CLASS II
 AF8384
 AF8384.The horizontal coordinates were scaled from a topographic map and have
 AF8384.an estimated accuracy of +/- 6 seconds.
 AF8384
 AF8384.The orthometric height was determined by differential leveling
 AF8384.and adjusted in July 2002.
 AF8384
 AF8384.The geoid height was determined by GEOID03.
 AF8384
 AF8384.The dynamic height is computed by dividing the NAVD 88
 AF8384.geopotential number by the normal gravity value computed on the
 AF8384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8384.degrees latitude (g = 980.6199 gals.).
 AF8384
 AF8384.The modeled gravity was interpolated from observed gravity values.
 AF8384
 AF8384;                    North         East    Units  Estimated Accuracy
 AF8384;SPC CA 1     -   764,390.    1,945,840.      MT  (+/- 180 meters Scaled)
 AF8384
 AF8384                          SUPERSEDED SURVEY CONTROL
 AF8384
 AF8384.No superseded survey control is available for this station.
 AF8384
 AF8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM290179(NAD 83)
 AF8384_MARKER: DD = SURVEY DISK
 AF8384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8384_SP_SET: RETAINING WALL
 AF8384_STAMPING: BM 2753.96
 AF8384_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8384+STABILITY: SURFACE MOTION
 AF8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8384+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998
 AF8384
 AF8384  HISTORY     - Date     Condition        Report By
 AF8384  HISTORY     - UNK      MONUMENTED
 AF8384  HISTORY     - 19980330 GOOD             NGS
 AF8384
 AF8384                          STATION DESCRIPTION
 AF8384
 AF8384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8384'2.0 KM (1.25 MI) SOUTHERLY ALONG BROADWAY AND THEN MAIN STREET FROM
 AF8384'THE POST OFFICE IN YREKA, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 AF8384'GREENHORN ROAD, IN TOP OF AND 4.4 M (14.4 FT) EAST OF THE WEST END OF
 AF8384'THE SOUTH CONCRETE RETAINING WALL OF THE SPILLWAY FOR THE GREENHORN
 AF8384'RESERVOIR, 35.6 M (116.8 FT) SOUTH OF THE ROAD CENTERLINE, 2.5 M (8.2
 AF8384'FT) BELOW THE LEVEL OF THE ROAD, AND 2.5 M (8.2 FT) WEST OF THE CENTER
 AF8384'OF A DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0308 ***********************************************************************
 LT0308  DESIGNATION -  2758.81 CAHD
 LT0308  PID         -  LT0308
 LT0308  STATE/COUNTY-  CA/PLUMAS
 LT0308  USGS QUAD   -  TWAIN (1994)
 LT0308
 LT0308                         *CURRENT SURVEY CONTROL
 LT0308  ___________________________________________________________________
 LT0308* NAD 83(1986)-  40 01 01.     (N)    121 06 07.     (W)     SCALED    
 LT0308* NAVD 88     -       842.439  (meters)    2763.90   (feet)  ADJUSTED  
 LT0308  ___________________________________________________________________
 LT0308  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 LT0308  DYNAMIC HT  -         841.803 (meters)    2761.82  (feet)  COMP
 LT0308  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 LT0308
 LT0308  VERT ORDER  -  SECOND    CLASS 0
 LT0308
 LT0308.The horizontal coordinates were scaled from a topographic map and have
 LT0308.an estimated accuracy of +/- 6 seconds.
 LT0308
 LT0308.The orthometric height was determined by differential leveling
 LT0308.and adjusted in June 1991.
 LT0308
 LT0308.The geoid height was determined by GEOID03.
 LT0308
 LT0308.The dynamic height is computed by dividing the NAVD 88
 LT0308.geopotential number by the normal gravity value computed on the
 LT0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0308.degrees latitude (g = 980.6199 gals.).
 LT0308
 LT0308.The modeled gravity was interpolated from observed gravity values.
 LT0308
 LT0308;                    North         East    Units  Estimated Accuracy
 LT0308;SPC CA 1     -   576,300.    2,076,670.      MT  (+/- 180 meters Scaled)
 LT0308
 LT0308                          SUPERSEDED SURVEY CONTROL
 LT0308
 LT0308  NGVD 29 (??/??/??)  841.544  (m)         2760.97   (f) ADJUSTED    2 0
 LT0308
 LT0308.Superseded values are not recommended for survey control.
 LT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0308.See file dsdata.txt to determine how the superseded data were derived.
 LT0308
 LT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK619313(NAD 83)
 LT0308_MARKER: N = NAIL
 LT0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0308_SP_SET: TREE
 LT0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0308
 LT0308  HISTORY     - Date     Condition        Report By
 LT0308  HISTORY     - UNK      MONUMENTED       CADH
 LT0308  HISTORY     - 1935     GOOD             NGS
 LT0308  HISTORY     - 1974     MARK NOT FOUND   USGS
 LT0308
 LT0308                          STATION DESCRIPTION
 LT0308
 LT0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0308'6.3 MI E FROM RICH.
 LT0308'6.3 MILES EAST ALONG STATE HIGHWAY 24 FROM RICH, PLUMAS COUNTY,
 LT0308'ABOUT 260 FEET SOUTHEAST OF A RANCH HOUSE, 26 FEET SOUTH OF THE
 LT0308'CENTERLINE OF THE HIGHWAY, AND IN A 3-FOOT FIR TREE.  A WIRE
 LT0308'NAIL.  POSITIVE IDENTIFICATION OF THE SUBJECT WIRE NAIL IS
 LT0308'IMPOSSIBLE.
 LT0308
 LT0308                          STATION RECOVERY (1974)
 LT0308
 LT0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LT0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0492 ***********************************************************************
 FU0492  DESIGNATION -  2758.971 USN
 FU0492  PID         -  FU0492
 FU0492  STATE/COUNTY-  CA/KERN
 FU0492  USGS QUAD   -  MOJAVE (1992)
 FU0492
 FU0492                         *CURRENT SURVEY CONTROL
 FU0492  ___________________________________________________________________
 FU0492* NAD 83(1986)-  35 03 26.     (N)    118 09 27.     (W)     SCALED    
 FU0492* NAVD 88     -       841.786  (meters)    2761.76   (feet)  ADJUSTED  
 FU0492  ___________________________________________________________________
 FU0492  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FU0492  DYNAMIC HT  -         840.823 (meters)    2758.60  (feet)  COMP
 FU0492  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 FU0492
 FU0492  VERT ORDER  -  FIRST     CLASS II
 FU0492
 FU0492.The horizontal coordinates were scaled from a topographic map and have
 FU0492.an estimated accuracy of +/- 6 seconds.
 FU0492
 FU0492.The orthometric height was determined by differential leveling
 FU0492.and adjusted in June 1991.
 FU0492
 FU0492.The geoid height was determined by GEOID03.
 FU0492
 FU0492.The dynamic height is computed by dividing the NAVD 88
 FU0492.geopotential number by the normal gravity value computed on the
 FU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0492.degrees latitude (g = 980.6199 gals.).
 FU0492
 FU0492.The modeled gravity was interpolated from observed gravity values.
 FU0492
 FU0492;                    North         East    Units  Estimated Accuracy
 FU0492;SPC CA 5     -   672,750.    1,985,630.      MT  (+/- 180 meters Scaled)
 FU0492
 FU0492                          SUPERSEDED SURVEY CONTROL
 FU0492
 FU0492  NGVD 29 (??/??/??)  841.02   (m)         2759.2    (f) RESET       3  
 FU0492
 FU0492.Superseded values are not recommended for survey control.
 FU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0492.See file dsdata.txt to determine how the superseded data were derived.
 FU0492
 FU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944800(NAD 83)
 FU0492_MARKER: DD = SURVEY DISK
 FU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0492_STAMPING: 2758.971
 FU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0492+STABILITY: SURFACE MOTION
 FU0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU0492+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 FU0492
 FU0492  HISTORY     - Date     Condition        Report By
 FU0492  HISTORY     - UNK      MONUMENTED       DOD
 FU0492  HISTORY     - 1962     GOOD             NGS
 FU0492  HISTORY     - 20040526 GOOD             USPSQD
 FU0492
 FU0492                          STATION DESCRIPTION
 FU0492
 FU0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FU0492'AT MOJAVE.
 FU0492'AT MOJAVE, AT KERN COUNTY AIRPORT NO. 7, AT THE OPERATIONS
 FU0492'BUILDING AND CONTROL TOWER, 24.2 FEET NORTH OF THE CENTER OF THE
 FU0492'NORTH FACE OF THE BUILDING, 23.4 FEET NORTH OF BENCH MARK X
 FU0492'747, 2.1 FEET NORTH OF THE SOUTH EDGE OF CONCRETE PARKING
 FU0492'APRON, A DISK IN A POST 0.6 FOOT UNDER GROUND.  ACCESS TO THE
 FU0492'MARK IS HAD BY REMOVING A SCREW CAP FROM A 4-INCH PIPE WHICH
 FU0492'COVERS THE MARK.
 FU0492
 FU0492                          STATION RECOVERY (2004)
 FU0492
 FU0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (CP)
 FU0492'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0251 ***********************************************************************
 DX0251  DESIGNATION -  2764 T
 DX0251  PID         -  DX0251
 DX0251  STATE/COUNTY-  CA/SAN DIEGO
 DX0251  USGS QUAD   -  SANTA YSABEL (1988)
 DX0251
 DX0251                         *CURRENT SURVEY CONTROL
 DX0251  ___________________________________________________________________
 DX0251* NAD 83(1986)-  33 04 51.     (N)    116 42 55.     (W)     SCALED    
 DX0251* NAVD 88     -       843.564  (meters)    2767.59   (feet)  READJUSTED
 DX0251  ___________________________________________________________________
 DX0251  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DX0251  DYNAMIC HT  -         842.520 (meters)    2764.17  (feet)  COMP
 DX0251  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 DX0251
 DX0251  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0251
 DX0251.The horizontal coordinates were scaled from a topographic map and have
 DX0251.an estimated accuracy of +/- 6 seconds.
 DX0251
 DX0251.The orthometric height was determined by differential leveling
 DX0251.and adjusted in February 1993.
 DX0251.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0251.distribution rate of 0.0 thru 1.0 mm/km.
 DX0251.The height was derived from older observations constrained to new
 DX0251.heights in a crustal motion area.  The height is approximate in
 DX0251.relation to other heights in its vicinity.
 DX0251
 DX0251.The geoid height was determined by GEOID03.
 DX0251
 DX0251.The dynamic height is computed by dividing the NAVD 88
 DX0251.geopotential number by the normal gravity value computed on the
 DX0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0251.degrees latitude (g = 980.6199 gals.).
 DX0251
 DX0251.The modeled gravity was interpolated from observed gravity values.
 DX0251
 DX0251;                    North         East    Units  Estimated Accuracy
 DX0251;SPC CA 6     -   601,480.    1,956,560.      MT  (+/- 180 meters Scaled)
 DX0251
 DX0251                          SUPERSEDED SURVEY CONTROL
 DX0251
 DX0251  NGVD 29 (??/??/92)  842.863  (m)         2765.29   (f) ADJ UNCH    1 1
 DX0251
 DX0251.Superseded values are not recommended for survey control.
 DX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0251.See file dsdata.txt to determine how the superseded data were derived.
 DX0251
 DX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS265602(NAD 83)
 DX0251_MARKER: P = PIPE CAP
 DX0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0251_STAMPING: 2764 T
 DX0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0251
 DX0251  HISTORY     - Date     Condition        Report By
 DX0251  HISTORY     - UNK      MONUMENTED       USGS
 DX0251  HISTORY     - 1970     GOOD             CA-073
 DX0251  HISTORY     - 1978     GOOD             NGS
 DX0251
 DX0251                          STATION DESCRIPTION
 DX0251
 DX0251'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0251'3.3 MI SW FROM SANTA YSABEL.
 DX0251'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE
 DX0251'AT SANTA YSABEL, AT AN OLD ABANDONED SCHOOL BUILDING, AT THE
 DX0251'T JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO A RANCH HOUSE,
 DX0251'IN LINE WITH A ROW OF EUCALYPTUS TREES, 73 FEET NORTHEAST OF THE
 DX0251'CENTER LINE OF THE ROAD, 34.6 FEET NORTHWEST OF THE CENTER
 DX0251'LINE OF THE HIGHWAY 3.5 FEET EAST OF AN IRON GATE POST, 2.5 FEET
 DX0251'SOUTHEAST OF A MESH-WIRE FENCE, 4 1/2 FEET SOUTHWEST OF A 36
 DX0251'INCH TREE, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE
 DX0251'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE
 DX0251'THE GROUND.  A STANDARD BRONZE CAP STAMPED 2764 T.  T12S R3E 31.
 DX0251
 DX0251                          STATION RECOVERY (1978)
 DX0251
 DX0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0456 ***********************************************************************
 DW0456  DESIGNATION -  2764.50 NPS
 DW0456  PID         -  DW0456
 DW0456  STATE/COUNTY-  CA/RIVERSIDE
 DW0456  USGS QUAD   -  FRIED LIVER WASH (1986)
 DW0456
 DW0456                         *CURRENT SURVEY CONTROL
 DW0456  ___________________________________________________________________
 DW0456* NAD 83(1986)-  33 56 25.     (N)    115 58 16.     (W)     SCALED    
 DW0456* NAVD 88     -       843.375  (meters)    2766.97   (feet)  ADJUSTED  
 DW0456  ___________________________________________________________________
 DW0456  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DW0456  DYNAMIC HT  -         842.352 (meters)    2763.62  (feet)  COMP
 DW0456  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 DW0456
 DW0456  VERT ORDER  -  FIRST     CLASS I
 DW0456
 DW0456.The horizontal coordinates were scaled from a topographic map and have
 DW0456.an estimated accuracy of +/- 6 seconds.
 DW0456
 DW0456.The orthometric height was determined by differential leveling
 DW0456.and adjusted in June 1991.
 DW0456
 DW0456.The geoid height was determined by GEOID03.
 DW0456
 DW0456.The dynamic height is computed by dividing the NAVD 88
 DW0456.geopotential number by the normal gravity value computed on the
 DW0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0456.degrees latitude (g = 980.6199 gals.).
 DW0456
 DW0456.The modeled gravity was interpolated from observed gravity values.
 DW0456
 DW0456;                    North         East    Units  Estimated Accuracy
 DW0456;SPC CA 6     -   696,740.    2,025,780.      MT  (+/- 180 meters Scaled)
 DW0456
 DW0456                          SUPERSEDED SURVEY CONTROL
 DW0456
 DW0456  NGVD 29 (??/??/92)  842.635  (m)         2764.55   (f) ADJ UNCH    1 1
 DW0456
 DW0456.Superseded values are not recommended for survey control.
 DW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0456.See file dsdata.txt to determine how the superseded data were derived.
 DW0456
 DW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT950560(NAD 83)
 DW0456_MARKER: DD = SURVEY DISK
 DW0456_SETTING: 80 = SET IN A BOULDER
 DW0456_SP_SET: BOULDER
 DW0456_STAMPING: 45 2764.50 1967
 DW0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0456+STABILITY: SURFACE MOTION
 DW0456
 DW0456  HISTORY     - Date     Condition        Report By
 DW0456  HISTORY     - 1967     MONUMENTED       NPS
 DW0456  HISTORY     - 1974     GOOD             NGS
 DW0456  HISTORY     - 1978     GOOD             NGS
 DW0456
 DW0456                          STATION DESCRIPTION
 DW0456
 DW0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0456'16.8 MI S FROM TWENTYNINE PALMS.
 DW0456'1.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF
 DW0456'ADOBE ROAD AT TWENTYNINE PALMS, THENCE 4.0 MILES SOUTH ALONG
 DW0456'UTAH TRAIL, THENCE 11.7 MILES SOUTH ALONG PARK ROUTE 1, 62 FEET
 DW0456'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTHEAST
 DW0456'OF THE NORTHEAST EDGE OF A WASH, IN THE TOP OF A 2 BY 4-FOOT
 DW0456'BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, 1.5 FEET
 DW0456'NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 DW0456'SECTION, T 3S, R 10E.  NOTE-- PARK HEADQUARTERS AT TWENTYNINE
 DW0456'PALMS HAS BEEN MOVED TO A NEW BUILDING, AND THE REFERENCE IN
 DW0456'THIS LIST TO THE PARK SERVICE OFFICE SHOULD HAVE THE DISTANCE
 DW0456'DECREASED BY 1.7 MILES.
 DW0456
 DW0456                          STATION RECOVERY (1978)
 DW0456
 DW0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0757 ***********************************************************************
 KS0757  DESIGNATION -  2765.5 USGS
 KS0757  PID         -  KS0757
 KS0757  STATE/COUNTY-  CA/NEVADA
 KS0757  USGS QUAD   -  GRASS VALLEY (1995)
 KS0757
 KS0757                         *CURRENT SURVEY CONTROL
 KS0757  ___________________________________________________________________
 KS0757* NAD 83(1986)-  39 11 56.     (N)    121 01 19.     (W)     SCALED    
 KS0757* NAVD 88     -       843.86   (+/-2cm)    2768.6    (feet)  VERTCON   
 KS0757  ___________________________________________________________________
 KS0757  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 KS0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0757
 KS0757.The horizontal coordinates were scaled from a topographic map and have
 KS0757.an estimated accuracy of +/- 6 seconds.
 KS0757
 KS0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0757.The vertical order pertains to the NGVD 29 superseded value.
 KS0757
 KS0757.The geoid height was determined by GEOID03.
 KS0757
 KS0757;                    North         East    Units  Estimated Accuracy
 KS0757;SPC CA 2     -   670,540.    2,084,480.      MT  (+/- 180 meters Scaled)
 KS0757
 KS0757                          SUPERSEDED SURVEY CONTROL
 KS0757
 KS0757  NGVD 29 (??/??/??)  843.089  (m)         2766.03   (f) ADJUSTED    2 0
 KS0757
 KS0757.Superseded values are not recommended for survey control.
 KS0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0757.See file dsdata.txt to determine how the superseded data were derived.
 KS0757
 KS0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ708407(NAD 83)
 KS0757_MARKER: S = SPIKE
 KS0757_SETTING: 0 = UNSPECIFIED SETTING
 KS0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0757
 KS0757  HISTORY     - Date     Condition        Report By
 KS0757  HISTORY     - UNK      MONUMENTED       USGS
 KS0757  HISTORY     - 1934     GOOD             NGS
 KS0757  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0757
 KS0757                          STATION DESCRIPTION
 KS0757
 KS0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0757'3.4 MI S FROM GRASS VALLEY.
 KS0757'3.4 MILES SOUTH ALONG THE NEVADA COUNTY NARROW-GUAGE RAILROAD FROM
 KS0757'GRASS VALLEY, NEVADA COUNTY, 17 FEET SOUTH OF THE CENTER OF A
 KS0757'ROAD CROSSING, AND IN THE NORTH SIDE OF A 14-INCH TREE.  A RAILROAD
 KS0757'SPIKE.
 KS0757
 KS0757                          STATION RECOVERY (2004)
 KS0757
 KS0757'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1932 ***********************************************************************
 EV1932  DESIGNATION -  2768 SB
 EV1932  PID         -  EV1932
 EV1932  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1932  USGS QUAD   -  CAJON (1996)
 EV1932
 EV1932                         *CURRENT SURVEY CONTROL
 EV1932  ___________________________________________________________________
 EV1932* NAD 83(1986)-  34 16 45.     (N)    117 27 13.     (W)     SCALED    
 EV1932* NAVD 88     -       844.733  (meters)    2771.43   (feet)  ADJUSTED  
 EV1932  ___________________________________________________________________
 EV1932  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EV1932  DYNAMIC HT  -         843.704 (meters)    2768.05  (feet)  COMP
 EV1932  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 EV1932
 EV1932  VERT ORDER  -  FIRST     CLASS I
 EV1932
 EV1932.The horizontal coordinates were scaled from a topographic map and have
 EV1932.an estimated accuracy of +/- 6 seconds.
 EV1932
 EV1932.The orthometric height was determined by differential leveling
 EV1932.and adjusted in June 1991.
 EV1932
 EV1932.The geoid height was determined by GEOID03.
 EV1932
 EV1932.The dynamic height is computed by dividing the NAVD 88
 EV1932.geopotential number by the normal gravity value computed on the
 EV1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1932.degrees latitude (g = 980.6199 gals.).
 EV1932
 EV1932.The modeled gravity was interpolated from observed gravity values.
 EV1932
 EV1932;                    North         East    Units  Estimated Accuracy
 EV1932;SPC CA 5     -   586,570.    2,050,310.      MT  (+/- 180 meters Scaled)
 EV1932
 EV1932                          SUPERSEDED SURVEY CONTROL
 EV1932
 EV1932  NGVD 29 (??/??/92)  843.918  (m)         2768.75   (f) ADJ UNCH    1 1
 EV1932
 EV1932.Superseded values are not recommended for survey control.
 EV1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1932.See file dsdata.txt to determine how the superseded data were derived.
 EV1932
 EV1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT582932(NAD 83)
 EV1932_MARKER: P = PIPE CAP
 EV1932_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV1932_SP_SET: SHALLOW-SET PIPE
 EV1932_STAMPING: 2768 SB
 EV1932_MARK LOGO: USGS  
 EV1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1932
 EV1932  HISTORY     - Date     Condition        Report By
 EV1932  HISTORY     - UNK      MONUMENTED       USGS
 EV1932  HISTORY     - 1956     GOOD             NGS
 EV1932  HISTORY     - 1961     GOOD             NGS
 EV1932  HISTORY     - 1978     GOOD             NGS
 EV1932  HISTORY     - 1983     GOOD             USGS
 EV1932  HISTORY     - 1984     GOOD             NGS
 EV1932  HISTORY     - 1985     GOOD             NGS
 EV1932  HISTORY     - 1987     GOOD             NGS
 EV1932
 EV1932                          STATION DESCRIPTION
 EV1932
 EV1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1932'1.4 MI S FROM CAJON.
 EV1932'1.45 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1932'FROM THE STATION AT CAJON, AT COZY DELL, ABOUT 125 YARDS EAST
 EV1932'OF AN ABANDONED RAILROAD BED, NEAR AN ABANDONED GASOLINE PUMP,
 EV1932'62.3 FEET EAST OF AND ACROSS A PAVED ROAD FROM THE SOUTHEAST CORNER
 EV1932'OF A STUCCO HOUSE, 27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 EV1932'22 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY TO A GARAGE,
 EV1932'19.8 FEET SOUTHWEST OF THE SOUTHWEST WALL OF A FRAME BUILDING, 4.3
 EV1932'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR
 EV1932'THE PUMP, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A
 EV1932'3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 EV1932
 EV1932                          STATION RECOVERY (1961)
 EV1932
 EV1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV1932'RECOVERED IN GOOD CONDITION.
 EV1932
 EV1932                          STATION RECOVERY (1978)
 EV1932
 EV1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1932'RECOVERED IN GOOD CONDITION.
 EV1932
 EV1932                          STATION RECOVERY (1983)
 EV1932
 EV1932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV1932'RECOVERED IN GOOD CONDITION.
 EV1932
 EV1932                          STATION RECOVERY (1984)
 EV1932
 EV1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV1932'RECOVERED IN GOOD CONDITION.
 EV1932
 EV1932                          STATION RECOVERY (1985)
 EV1932
 EV1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV1932'RECOVERED IN GOOD CONDITION.
 EV1932
 EV1932                          STATION RECOVERY (1987)
 EV1932
 EV1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0421 ***********************************************************************
 GT0421  DESIGNATION -  277.011
 GT0421  PID         -  GT0421
 GT0421  STATE/COUNTY-  CA/TULARE
 GT0421  USGS QUAD   -  TIPTON (1969)
 GT0421
 GT0421                         *CURRENT SURVEY CONTROL
 GT0421  ___________________________________________________________________
 GT0421* NAD 83(1986)-  36 02 16.     (N)    119 18 33.     (W)     SCALED    
 GT0421* NAVD 88     -        83.28   (+/-2cm)     273.2    (feet)  VERTCON   
 GT0421  ___________________________________________________________________
 GT0421  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GT0421  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0421
 GT0421.The horizontal coordinates were scaled from a topographic map and have
 GT0421.an estimated accuracy of +/- 6 seconds.
 GT0421
 GT0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0421.The vertical order pertains to the NGVD 29 superseded value.
 GT0421
 GT0421.The geoid height was determined by GEOID03.
 GT0421
 GT0421;                    North         East    Units  Estimated Accuracy
 GT0421;SPC CA 4     -   578,210.    1,972,140.      MT  (+/- 180 meters Scaled)
 GT0421
 GT0421                          SUPERSEDED SURVEY CONTROL
 GT0421
 GT0421  NGVD 29 (??/??/92)   82.453  (m)          270.51   (f) ADJ UNCH    1 2
 GT0421
 GT0421.Superseded values are not recommended for survey control.
 GT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0421.See file dsdata.txt to determine how the superseded data were derived.
 GT0421
 GT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV919906(NAD 83)
 GT0421_MARKER: P = PIPE CAP
 GT0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0421_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0421_STAMPING: 277.011 B 1902
 GT0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0421
 GT0421  HISTORY     - Date     Condition        Report By
 GT0421  HISTORY     - 1902     MONUMENTED       USGS
 GT0421  HISTORY     - 1957     GOOD             NGS
 GT0421  HISTORY     - 1970     GOOD             USGS
 GT0421
 GT0421                          STATION DESCRIPTION
 GT0421
 GT0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT0421'1.4 MI S FROM TIPTON.
 GT0421'1.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0421'FROM THE STATION AT TIPTON, IN R25E T22E S6, 4 3/4 TELEPHONE POLES
 GT0421'NORTH OF MILEPOLE 262, 56 FEET SOUTHEAST OF A TELEGRAPH POLE,
 GT0421'47.1 FEET EAST OF THE EAST RAIL, 33 1/2 FEET WEST OF THE CENTER
 GT0421'LINE OF THE WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 1.2 FEET SOUTH
 GT0421'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, ABOUT LEVEL
 GT0421'WITH THE WEST LANES OF THE HIGHWAY, AND WELDED ON THE TOP OF A
 GT0421'3 1/2-INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GT0421'NOTE-- SLANTING DISK ROD HELD OVER THE LETTER B OF THE LETTERS
 GT0421'B.M.
 GT0421
 GT0421                          STATION RECOVERY (1970)
 GT0421
 GT0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GT0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4235 ***********************************************************************
 GU4235  DESIGNATION -  277.62=223
 GU4235  PID         -  GU4235
 GU4235  STATE/COUNTY-  CA/SANTA CRUZ
 GU4235  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4235
 GU4235                         *CURRENT SURVEY CONTROL
 GU4235  ___________________________________________________________________
 GU4235* NAD 83(1986)-  36 57 13.     (N)    121 50 49.     (W)     SCALED    
 GU4235* NAVD 88     -        85.572  (meters)     280.75   (feet)  ADJUSTED  
 GU4235  ___________________________________________________________________
 GU4235  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GU4235  DYNAMIC HT  -          85.508 (meters)     280.54  (feet)  COMP
 GU4235  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 GU4235
 GU4235  VERT ORDER  -  FIRST     CLASS II
 GU4235
 GU4235.The horizontal coordinates were scaled from a topographic map and have
 GU4235.an estimated accuracy of +/- 6 seconds.
 GU4235
 GU4235.The orthometric height was determined by differential leveling
 GU4235.and adjusted in February 1993.
 GU4235
 GU4235.The geoid height was determined by GEOID03.
 GU4235
 GU4235.The dynamic height is computed by dividing the NAVD 88
 GU4235.geopotential number by the normal gravity value computed on the
 GU4235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4235.degrees latitude (g = 980.6199 gals.).
 GU4235
 GU4235.The modeled gravity was interpolated from observed gravity values.
 GU4235
 GU4235;                    North         East    Units  Estimated Accuracy
 GU4235;SPC CA 3     -   551,210.    1,880,040.      MT  (+/- 180 meters Scaled)
 GU4235
 GU4235                          SUPERSEDED SURVEY CONTROL
 GU4235
 GU4235  NGVD 29 (10/21/93)   84.740  (m)          278.02   (f) ADJUSTED    1 2
 GU4235
 GU4235.Superseded values are not recommended for survey control.
 GU4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4235.See file dsdata.txt to determine how the superseded data were derived.
 GU4235
 GU4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF026903(NAD 83)
 GU4235_MARKER: DD = SURVEY DISK
 GU4235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4235_SP_SET: CONCRETE POST
 GU4235_STAMPING: B.M. 277.62 LVR.5
 GU4235_MARK LOGO: CA-087
 GU4235_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4235+STABILITY: SURFACE MOTION
 GU4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4235+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GU4235
 GU4235  HISTORY     - Date     Condition        Report By
 GU4235  HISTORY     - UNK      MONUMENTED       CA-087
 GU4235  HISTORY     - 19900418 GOOD             NGS
 GU4235
 GU4235                          STATION DESCRIPTION
 GU4235
 GU4235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4235'0.9 KM (0.6 MI) NORTHWESTERLY ALONG FREEDOM BOULEVARD FROM ITS
 GU4235'JUNCTION WITH GREEN VALLEY ROAD IN FREEDOM, THENCE 2.7 KM (1.7 MI)
 GU4235'WESTERLY ALONG BUENA VISTA DRIVE, THENCE 4.15 KM (2.58 MI) WESTERLY
 GU4235'ALONG LARKIN VALLEY ROAD, 22.9 M (75.1 FT) WEST OF THE CENTERLINE OF
 GU4235'THE ROAD NEAR THE CENTER OF A CURVE, 13.7 M (44.9 FT) NORTH OF AND
 GU4235'LEVEL WITH THE CENTERLINE OF MAR MONTE DRIVE, 4.7 M (15.4 FT) SOUTH
 GU4235'OF A UTILITY POLE, 1.8 M (5.9 FT) WEST OF A GUY WIRE ANCHOR, AND 0.2
 GU4235'M (0.7 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7382 ***********************************************************************
 EW7382  DESIGNATION -  2771
 EW7382  PID         -  EW7382
 EW7382  STATE/COUNTY-  CA/LOS ANGELES
 EW7382  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW7382
 EW7382                         *CURRENT SURVEY CONTROL
 EW7382  ___________________________________________________________________
 EW7382* NAD 83(1992)-  34 18 41.81648(N)    118 32 01.86350(W)     ADJUSTED  
 EW7382* NAVD 88     -       845.     (meters)    2772.     (feet)  SCALED    
 EW7382  ___________________________________________________________________
 EW7382  EPOCH DATE  -        1991.35
 EW7382  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 EW7382  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EW7382  HORZ ORDER  -  SECOND
 EW7382
 EW7382.The horizontal coordinates were established by classical geodetic methods
 EW7382.and adjusted by the National Geodetic Survey in June 1996.
 EW7382.The horizontal coordinates are valid at the epoch date displayed above.
 EW7382.The epoch date for horizontal control is a decimal equivalence
 EW7382.of Year/Month/Day.
 EW7382
 EW7382.The orthometric height was scaled from a topographic map.
 EW7382
 EW7382.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7382
 EW7382.The geoid height was determined by GEOID03.
 EW7382
 EW7382;                    North         East     Units Scale Factor Converg.
 EW7382;SPC CA 5     -   590,158.907 1,950,863.737   MT  0.99995135   -0 18 15.5
 EW7382;SPC CA 5     - 1,936,213.01  6,400,458.78   sFT  0.99995135   -0 18 15.5
 EW7382;UTM  11      - 3,797,773.233   358,865.321   MT  0.99984553   -0 51 53.2
 EW7382
 EW7382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7382!SPC CA 5     -   0.99987277  x   0.99995135  =   0.99982413
 EW7382!UTM  11      -   0.99987277  x   0.99984553  =   0.99971832
 EW7382
 EW7382                          SUPERSEDED SURVEY CONTROL
 EW7382
 EW7382  NAD 83(1986)-  34 18 41.81466(N)    118 32 01.85809(W) AD(1984.00) 2
 EW7382  NAD 27      -  34 18 41.80572(N)    118 31 58.54933(W) AD(       ) 2
 EW7382
 EW7382.Superseded values are not recommended for survey control.
 EW7382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7382.See file dsdata.txt to determine how the superseded data were derived.
 EW7382
 EW7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5886597773(NAD 83)
 EW7382
 EW7382  HISTORY     - Date     Condition        Report By
 EW7382  HISTORY     - 1932     MONUMENTED       CGS
 EW7382
 EW7382                          STATION DESCRIPTION
 EW7382
 EW7382'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EW7382'SEE STATION MISSION POINT
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0488 ***********************************************************************
 FU0488  DESIGNATION -  2777.026 USN
 FU0488  PID         -  FU0488
 FU0488  STATE/COUNTY-  CA/KERN
 FU0488  USGS QUAD   -  MOJAVE (1992)
 FU0488
 FU0488                         *CURRENT SURVEY CONTROL
 FU0488  ___________________________________________________________________
 FU0488* NAD 83(1986)-  35 03 55.     (N)    118 09 20.     (W)     SCALED    
 FU0488* NAVD 88     -       847.273  (meters)    2779.76   (feet)  ADJUSTED  
 FU0488  ___________________________________________________________________
 FU0488  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FU0488  DYNAMIC HT  -         846.304 (meters)    2776.58  (feet)  COMP
 FU0488  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 FU0488
 FU0488  VERT ORDER  -  FIRST     CLASS II
 FU0488
 FU0488.The horizontal coordinates were scaled from a topographic map and have
 FU0488.an estimated accuracy of +/- 6 seconds.
 FU0488
 FU0488.The orthometric height was determined by differential leveling
 FU0488.and adjusted in June 1991.
 FU0488
 FU0488.The geoid height was determined by GEOID03.
 FU0488
 FU0488.The dynamic height is computed by dividing the NAVD 88
 FU0488.geopotential number by the normal gravity value computed on the
 FU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0488.degrees latitude (g = 980.6199 gals.).
 FU0488
 FU0488.The modeled gravity was interpolated from observed gravity values.
 FU0488
 FU0488;                    North         East    Units  Estimated Accuracy
 FU0488;SPC CA 5     -   673,640.    1,985,810.      MT  (+/- 180 meters Scaled)
 FU0488
 FU0488                          SUPERSEDED SURVEY CONTROL
 FU0488
 FU0488  NGVD 29 (??/??/??)  846.56   (m)         2777.4    (f) RESET       3  
 FU0488
 FU0488.Superseded values are not recommended for survey control.
 FU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0488.See file dsdata.txt to determine how the superseded data were derived.
 FU0488
 FU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU946808(NAD 83)
 FU0488_MARKER: DD = SURVEY DISK
 FU0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0488_SP_SET: RUNWAY
 FU0488_STAMPING: 2777.026
 FU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0488
 FU0488  HISTORY     - Date     Condition        Report By
 FU0488  HISTORY     - UNK      MONUMENTED       CGS
 FU0488  HISTORY     - 1945     GOOD             NGS
 FU0488  HISTORY     - 1962     MARK NOT FOUND   NGS
 FU0488
 FU0488                          STATION DESCRIPTION
 FU0488
 FU0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FU0488'AT MOJAVE.
 FU0488'AT MOJAVE, AT MOJAVE MARINE CORPS AIR STATION, AT THE CENTER
 FU0488'OF THE INTERSECTION OF THE NORTHWEST-SOUTHEAST AND THE
 FU0488'SOUTHWEST-NORTHEAST RUNWAYS AND SET IN THE RUNWAY PAVEMENT.
 FU0488
 FU0488                          STATION RECOVERY (1962)
 FU0488
 FU0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9061 ***********************************************************************
 AH9061  DESIGNATION -  27797
 AH9061  PID         -  AH9061
 AH9061  STATE/COUNTY-  CA/LOS ANGELES
 AH9061  USGS QUAD   -  TORRANCE (1981)
 AH9061
 AH9061                         *CURRENT SURVEY CONTROL
 AH9061  ___________________________________________________________________
 AH9061* NAD 83(1986)-  33 47 41.     (N)    118 19 53.     (W)     SCALED    
 AH9061* NAVD 88     -        35.937  (meters)     117.90   (feet)  ADJUSTED  
 AH9061  ___________________________________________________________________
 AH9061  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 AH9061  DYNAMIC HT  -          35.900 (meters)     117.78  (feet)  COMP
 AH9061  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 AH9061
 AH9061  VERT ORDER  -  FIRST     CLASS II
 AH9061
 AH9061.The horizontal coordinates were scaled from a topographic map and have
 AH9061.an estimated accuracy of +/- 6 seconds.
 AH9061
 AH9061.The orthometric height was determined by differential leveling
 AH9061.and adjusted in July 2002.
 AH9061.No vertical observational check was made to the station.
 AH9061
 AH9061.The geoid height was determined by GEOID03.
 AH9061
 AH9061.The dynamic height is computed by dividing the NAVD 88
 AH9061.geopotential number by the normal gravity value computed on the
 AH9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9061.degrees latitude (g = 980.6199 gals.).
 AH9061
 AH9061.The modeled gravity was interpolated from observed gravity values.
 AH9061
 AH9061;                    North         East    Units  Estimated Accuracy
 AH9061;SPC CA 5     -   532,740.    1,969,310.      MT  (+/- 180 meters Scaled)
 AH9061
 AH9061                          SUPERSEDED SURVEY CONTROL
 AH9061
 AH9061.No superseded survey control is available for this station.
 AH9061
 AH9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT767401(NAD 83)
 AH9061_MARKER: B = BOLT
 AH9061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9061_MARK LOGO: NONE  
 AH9061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9061+STABILITY: SURFACE MOTION
 AH9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9061+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 AH9061
 AH9061  HISTORY     - Date     Condition        Report By
 AH9061  HISTORY     - UNK      MONUMENTED       RBNF
 AH9061  HISTORY     - 19990428 GOOD             NGS
 AH9061
 AH9061                          STATION DESCRIPTION
 AH9061
 AH9061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9061'IN LOMITA, AT THE INTERSECTION OF CRENSHAW BOULEVARD AND AIRPORT
 AH9061'DRIVE, A STEEL BOLT IN A CONCRETE POST, 141.4 M (463.9 FT) WEST OF THE
 AH9061'BOULEVARD CENTER, 20.9 M (68.6 FT) NORTHWEST OF A FIRE HYDRANT, 12.9 M
 AH9061'(42.3 FT) NORTHWEST OF UTILITY LIGHT POLE NUMBER 2371009E, 6.8 M (22.3
 AH9061'FT) SOUTH OF THE NORTH CURB OF THE DRIVE, AND 6.5 M (21.3 FT) NORTH OF
 AH9061'THE SOUTH CURB OF THE DRIVE.  NOTE--THE MARK IS ON STREET
 AH9061'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0591 ***********************************************************************
 HS0591  DESIGNATION -  278
 HS0591  PID         -  HS0591
 HS0591  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0591  USGS QUAD   -  SOLYO (1991)
 HS0591
 HS0591                         *CURRENT SURVEY CONTROL
 HS0591  ___________________________________________________________________
 HS0591* NAD 83(1986)-  37 37 24.     (N)    121 21 38.     (W)     SCALED    
 HS0591* NAVD 88     -        85.17   (+/-2cm)     279.4    (feet)  VERTCON   
 HS0591  ___________________________________________________________________
 HS0591  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 HS0591  VERT ORDER  -  THIRD (See Below)
 HS0591
 HS0591.The horizontal coordinates were scaled from a topographic map and have
 HS0591.an estimated accuracy of +/- 6 seconds.
 HS0591
 HS0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0591.The vertical order pertains to the NGVD 29 superseded value.
 HS0591
 HS0591.The geoid height was determined by GEOID03.
 HS0591
 HS0591;                    North         East    Units  Estimated Accuracy
 HS0591;SPC CA 3     -   625,020.    1,924,040.      MT  (+/- 180 meters Scaled)
 HS0591
 HS0591                          SUPERSEDED SURVEY CONTROL
 HS0591
 HS0591  NGVD 29 (??/??/??)   84.41   (m)          276.9    (f) RESET       3  
 HS0591
 HS0591.Superseded values are not recommended for survey control.
 HS0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0591.See file dsdata.txt to determine how the superseded data were derived.
 HS0591
 HS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG446652(NAD 83)
 HS0591_MARKER: P = PIPE CAP
 HS0591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0591_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0591_STAMPING: 278 BB 1919 12
 HS0591_MARK LOGO: USGS  
 HS0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0591
 HS0591  HISTORY     - Date     Condition        Report By
 HS0591  HISTORY     - 1919     MONUMENTED       USGS
 HS0591  HISTORY     - 1961     GOOD             NGS
 HS0591  HISTORY     - 1964     GOOD             NGS
 HS0591  HISTORY     - 197412   GOOD             NGS
 HS0591
 HS0591                          STATION DESCRIPTION
 HS0591
 HS0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0591'4.6 MI W FROM VERNALIS.
 HS0591'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0591'OFFICE AT VERNALIS, THENCE 4.05 MILES WEST ALONG BLEWETT ROAD, AT
 HS0591'THE JUNCTION OF BIRD ROAD, 28 FEET WEST OF THE CENTER LINE OF BIRD
 HS0591'ROAD, 2 FEET SOUTH OF THE EXTENDED CENTER LINE OF BLEWETT ROAD,
 HS0591'32 FEET SOUTH OF THE SOUTH END OF A GATE, 14 FEET NORTH OF A
 HS0591'TELEPHONE POLE BEARING A METAL BOX, 3.0 FEET EAST OF A FENCE, 3 1/2
 HS0591'FEET SOUTHEAST OF A FENCE JUNCTION POST, 0.9 FOOT NORTH OF A
 HS0591'WITNESS POST, ABOUT LEVEL WITH THE ROADS, A BRASS CAP RIVETED ON
 HS0591'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 HS0591'GROUND.
 HS0591
 HS0591                          STATION RECOVERY (1964)
 HS0591
 HS0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0591'RECOVERED IN GOOD CONDITION.
 HS0591
 HS0591                          STATION RECOVERY (1974)
 HS0591
 HS0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 HS0591'RECOVERED IN GOOD CONDITION IN SECTION 1, T4S, R5E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1720 ***********************************************************************
 JS1720  TIDAL BM    -  This is a Tidal Bench Mark.
 JS1720  DESIGNATION -  278 N USE
 JS1720  PID         -  JS1720
 JS1720  STATE/COUNTY-  CA/SACRAMENTO
 JS1720  USGS QUAD   -  JERSEY ISLAND (1978)
 JS1720
 JS1720                         *CURRENT SURVEY CONTROL
 JS1720  ___________________________________________________________________
 JS1720* NAD 83(1986)-  38 05 11.     (N)    121 41 12.     (W)     SCALED    
 JS1720* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 JS1720  ___________________________________________________________________
 JS1720  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JS1720  VERT ORDER  -  THIRD (See Below)
 JS1720
 JS1720.The horizontal coordinates were scaled from a topographic map and have
 JS1720.an estimated accuracy of +/- 6 seconds.
 JS1720
 JS1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1720.The vertical order pertains to the NGVD 29 superseded value.
 JS1720
 JS1720.This Tidal Bench Mark is designated as VM 11887
 JS1720.by the Center for Operational Oceanographic Products and Services.
 JS1720
 JS1720.The geoid height was determined by GEOID03.
 JS1720
 JS1720;                    North         East    Units  Estimated Accuracy
 JS1720;SPC CA 2     -   546,640.    2,027,490.      MT  (+/- 180 meters Scaled)
 JS1720
 JS1720                          SUPERSEDED SURVEY CONTROL
 JS1720
 JS1720  NGVD 29 (??/??/??)    4.15   (m)           13.6    (f) RESET       3  
 JS1720
 JS1720.Superseded values are not recommended for survey control.
 JS1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1720.See file dsdata.txt to determine how the superseded data were derived.
 JS1720
 JS1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH151162(NAD 83)
 JS1720_MARKER: DB = BENCH MARK DISK
 JS1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1720_STAMPING: 278 N
 JS1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1720+STABILITY: SURFACE MOTION
 JS1720
 JS1720  HISTORY     - Date     Condition        Report By
 JS1720  HISTORY     - UNK      MONUMENTED       DOD
 JS1720  HISTORY     - 1951     GOOD             NGS
 JS1720  HISTORY     - 1964     MARK NOT FOUND   NGS
 JS1720
 JS1720                          STATION DESCRIPTION
 JS1720
 JS1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1720'7.7 MI S FROM RIO VISTA.
 JS1720'3.9 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE EAST END OF THE
 JS1720'RIO VISTA DRAWBRIDGE OVER THE SACRAMENTO RIVER AT RIO VISTA,
 JS1720'THENCE 3.8 MILES NORTHEAST ALONG A PAVED COUNTY ROAD ON THE
 JS1720'SOUTHWEST LEVEE OF THREEMILE SLOUGH, 220.4 FEET SOUTH OF THE
 JS1720'SOUTHEAST CORNER OF A 6-FOOT BY 8-FOOT CONCRETE MANHOLE NO. V.
 JS1720'4.17 FOR A STATE LANDS COMMISSION GAS MAIN, 25 FEET EAST OF THE
 JS1720'CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, ABOUT
 JS1720'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JS1720'PROJECTING 0.2 FEET.
 JS1720
 JS1720                          STATION RECOVERY (1964)
 JS1720
 JS1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1601 ***********************************************************************
 DX1601  DESIGNATION -  278 SB
 DX1601  PID         -  DX1601
 DX1601  STATE/COUNTY-  CA/ORANGE
 DX1601  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1601
 DX1601                         *CURRENT SURVEY CONTROL
 DX1601  ___________________________________________________________________
 DX1601* NAD 83(1986)-  33 34 10.     (N)    117 40 25.     (W)     SCALED    
 DX1601* NAVD 88     -        85.79   (+/-2cm)     281.5    (feet)  VERTCON   
 DX1601  ___________________________________________________________________
 DX1601  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DX1601  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1601
 DX1601.The horizontal coordinates were scaled from a topographic map and have
 DX1601.an estimated accuracy of +/- 6 seconds.
 DX1601
 DX1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1601.The vertical order pertains to the NGVD 29 superseded value.
 DX1601
 DX1601.The geoid height was determined by GEOID03.
 DX1601
 DX1601;                    North         East    Units  Estimated Accuracy
 DX1601;SPC CA 6     -   656,480.    1,867,830.      MT  (+/- 180 meters Scaled)
 DX1601
 DX1601                          SUPERSEDED SURVEY CONTROL
 DX1601
 DX1601  NGVD 29 (??/??/??)   85.088  (m)          279.16   (f) ADJUSTED    1 2
 DX1601
 DX1601.Superseded values are not recommended for survey control.
 DX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1601.See file dsdata.txt to determine how the superseded data were derived.
 DX1601
 DX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT374146(NAD 83)
 DX1601_MARKER: DD = SURVEY DISK
 DX1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1601_SP_SET: CURB
 DX1601_STAMPING: 278 SB RESET 1943
 DX1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1601
 DX1601  HISTORY     - Date     Condition        Report By
 DX1601  HISTORY     - 1943     MONUMENTED       USGS
 DX1601  HISTORY     - 1946     GOOD             NGS
 DX1601
 DX1601                          STATION DESCRIPTION
 DX1601
 DX1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DX1601'4.6 MI S FROM EL TORO.
 DX1601'ABOUT 4.6 MILES SOUTH OF THE EL TORO RAILROAD STATION ALONG THE
 DX1601'ATCHISON, TOPEKA AND SANTA FE RAIL-ROAD TRACKS, AND LOCATED IN
 DX1601'THE NORTHWEST CORNER OF U.S. 101 HIGHWAY BRIDGE 55-2- WHICH IS
 DX1601'ABOUT 50 FEET EAST OF RAIL-ROAD BRIDGE B-193.  BENCH MARK IS
 DX1601'LOCATED 1.1 FEET SOUTH OF THE NORTHERN MOST POINT OF THE WEST
 DX1601'CONCRETE RAILING, AND IN A CURB WHICH PROJECTS THE RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1603 ***********************************************************************
 DX1603  DESIGNATION -  278 SB RESET
 DX1603  PID         -  DX1603
 DX1603  STATE/COUNTY-  CA/ORANGE
 DX1603  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1603
 DX1603                         *CURRENT SURVEY CONTROL
 DX1603  ___________________________________________________________________
 DX1603* NAD 83(1986)-  33 33 52.     (N)    117 40 27.     (W)     SCALED    
 DX1603* NAVD 88     -        85.24   (+/-2cm)     279.7    (feet)  VERTCON   
 DX1603  ___________________________________________________________________
 DX1603  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DX1603  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1603
 DX1603.The horizontal coordinates were scaled from a topographic map and have
 DX1603.an estimated accuracy of +/- 6 seconds.
 DX1603
 DX1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1603.The vertical order pertains to the NGVD 29 superseded value.
 DX1603
 DX1603.The geoid height was determined by GEOID03.
 DX1603
 DX1603;                    North         East    Units  Estimated Accuracy
 DX1603;SPC CA 6     -   655,920.    1,867,770.      MT  (+/- 180 meters Scaled)
 DX1603
 DX1603                          SUPERSEDED SURVEY CONTROL
 DX1603
 DX1603  NGVD 29 (??/??/??)   84.538  (m)          277.36   (f) ADJUSTED    1 1
 DX1603
 DX1603.Superseded values are not recommended for survey control.
 DX1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1603.See file dsdata.txt to determine how the superseded data were derived.
 DX1603
 DX1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT374140(NAD 83)
 DX1603_MARKER: DD = SURVEY DISK
 DX1603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1603_SP_SET: BRIDGE
 DX1603_STAMPING: 278 SB RESET 1943
 DX1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1603
 DX1603  HISTORY     - Date     Condition        Report By
 DX1603  HISTORY     - 1943     MONUMENTED       USGS
 DX1603  HISTORY     - 1955     GOOD             NGS
 DX1603  HISTORY     - 1974     GOOD             CA-059
 DX1603
 DX1603                          STATION DESCRIPTION
 DX1603
 DX1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1603'4.5 MI S FROM EL TORO.
 DX1603'4.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1603'FROM THE CROSSING OF LOS ALISOS AVENUE AT EL TORO, 0.25 MILE
 DX1603'NORTH OF MILEPOLE 193, ABOUT 20 YARDS NORTHEAST OF THE NORTHEAST
 DX1603'CORNER OF WOODEN BRIDGE B 193, AT THE U.S. HIGHWAY 101 CONCRETE
 DX1603'BRIDGE 55-20 OVER OSO CREEK, 15.0 FEET WEST OF THE CENTER LINE
 DX1603'OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF THE NORTH CORNER OF THE
 DX1603'CURB, ABOUT 2 FEET HIGHER THAN THE TRACK, AND ABOUT 1 FOOT
 DX1603'HIGHER THAN THE HIGHWAY.
 DX1603
 DX1603                          STATION RECOVERY (1974)
 DX1603
 DX1603'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1885 ***********************************************************************
 FU1885  DESIGNATION -  278.40 B DWR
 FU1885  PID         -  FU1885
 FU1885  STATE/COUNTY-  CA/KERN
 FU1885  USGS QUAD   -  COAL OIL CANYON (1973)
 FU1885
 FU1885                         *CURRENT SURVEY CONTROL
 FU1885  ___________________________________________________________________
 FU1885* NAD 83(1986)-  35 01 36.     (N)    119 00 11.     (W)     SCALED    
 FU1885* NAVD 88     -       223.68   (+/-2cm)     733.9    (feet)  VERTCON   
 FU1885  ___________________________________________________________________
 FU1885  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 FU1885  VERT ORDER  -  FIRST     CLASS 0 (See Below)
 FU1885
 FU1885.The horizontal coordinates were scaled from a topographic map and have
 FU1885.an estimated accuracy of +/- 6 seconds.
 FU1885
 FU1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1885.The vertical order pertains to the NGVD 29 superseded value.
 FU1885
 FU1885.The geoid height was determined by GEOID03.
 FU1885
 FU1885;                    North         East    Units  Estimated Accuracy
 FU1885;SPC CA 5     -   669,800.    1,908,470.      MT  (+/- 180 meters Scaled)
 FU1885
 FU1885                          SUPERSEDED SURVEY CONTROL
 FU1885
 FU1885  NGVD 29 (??/??/92)  222.895  (m)          731.28   (f) ADJ UNCH    1 0
 FU1885
 FU1885.Superseded values are not recommended for survey control.
 FU1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1885.See file dsdata.txt to determine how the superseded data were derived.
 FU1885
 FU1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU172778(NAD 83)
 FU1885_MARKER: DD = SURVEY DISK
 FU1885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU1885_SP_SET: AQUEDUCT
 FU1885_STAMPING: MILE 278.40 B 1971
 FU1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU1885
 FU1885  HISTORY     - Date     Condition        Report By
 FU1885  HISTORY     - 1971     MONUMENTED       CADWR
 FU1885  HISTORY     - 1975     GOOD             NGS
 FU1885
 FU1885                          STATION DESCRIPTION
 FU1885
 FU1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU1885'2 MI NW FROM WIND GAP PUMP PLANT.
 FU1885'1.95 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 FU1885'WIND GAP PUMP PLANT, AT THE OUTLET STRUCTURE OF THE WIND GAP
 FU1885'PUMP PLANT, 106.1 FEET EAST OF BENCH MARK A 1210, IN THE TOP OF
 FU1885'THE NORTH CONCRETE AQUEDUCT OF THE LINING, 40.5 FEET EAST OF
 FU1885'THE EAST END OF THE NORTH METAL GUARDRAIL OF THE OUTLET STRUCTURE,
 FU1885'29 FEET WEST OF THE CENTER OF A STEEL LADDER, AND ABOUT 15 FEET
 FU1885'LOWER THAN THE NORTH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1888 ***********************************************************************
 FU1888  DESIGNATION -  278.40 C DWR
 FU1888  PID         -  FU1888
 FU1888  STATE/COUNTY-  CA/KERN
 FU1888  USGS QUAD   -  COAL OIL CANYON (1973)
 FU1888
 FU1888                         *CURRENT SURVEY CONTROL
 FU1888  ___________________________________________________________________
 FU1888* NAD 83(1986)-  35 01 41.     (N)    119 00 12.     (W)     SCALED    
 FU1888* NAVD 88     -       215.95   (+/-2cm)     708.5    (feet)  VERTCON   
 FU1888  ___________________________________________________________________
 FU1888  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 FU1888  VERT ORDER  -  FIRST     CLASS 0 (See Below)
 FU1888
 FU1888.The horizontal coordinates were scaled from a topographic map and have
 FU1888.an estimated accuracy of +/- 6 seconds.
 FU1888
 FU1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1888.The vertical order pertains to the NGVD 29 superseded value.
 FU1888
 FU1888.The geoid height was determined by GEOID03.
 FU1888
 FU1888;                    North         East    Units  Estimated Accuracy
 FU1888;SPC CA 5     -   669,960.    1,908,450.      MT  (+/- 180 meters Scaled)
 FU1888
 FU1888                          SUPERSEDED SURVEY CONTROL
 FU1888
 FU1888  NGVD 29 (??/??/92)  215.162  (m)          705.91   (f) ADJ UNCH    1 0
 FU1888
 FU1888.Superseded values are not recommended for survey control.
 FU1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1888.See file dsdata.txt to determine how the superseded data were derived.
 FU1888
 FU1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU172779(NAD 83)
 FU1888_MARKER: DD = SURVEY DISK
 FU1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1888_STAMPING: MILE 278.40 C 1971
 FU1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1888+STABILITY: SURFACE MOTION
 FU1888
 FU1888  HISTORY     - Date     Condition        Report By
 FU1888  HISTORY     - 1971     MONUMENTED       CADWR
 FU1888  HISTORY     - 1975     GOOD             NGS
 FU1888
 FU1888                          STATION DESCRIPTION
 FU1888
 FU1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FU1888'2 MI NW FROM METTLER.
 FU1888'1.95 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 FU1888'WIND GAP PUMP PLANT, 253.6 FEET NORTH OF AND ACROSS THE NORTH
 FU1888'LEVEE ROAD OF THE AQUEDUCT FROM BENCH MARK 278.40 B (CDWR), 52
 FU1888'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A LARGE LONE WATER TANK,
 FU1888'42 FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 11 1/2
 FU1888'FEET SOUTHWEST OF THE SOUTH END OF A DOUBLE STEEL GATE, 2.0 FEET
 FU1888'EAST OF A METAL WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD,
 FU1888'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 FU1888'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0303 ***********************************************************************
 FU0303  DESIGNATION -  278.93 CADWR
 FU0303  PID         -  FU0303
 FU0303  STATE/COUNTY-  CA/KERN
 FU0303  USGS QUAD   -  METTLER (1992)
 FU0303
 FU0303                         *CURRENT SURVEY CONTROL
 FU0303  ___________________________________________________________________
 FU0303* NAD 83(1986)-  35 01 37.     (N)    118 59 45.     (W)     SCALED    
 FU0303* NAVD 88     -       219.12   (+/-2cm)     718.9    (feet)  VERTCON   
 FU0303  ___________________________________________________________________
 FU0303  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 FU0303  VERT ORDER  -  FIRST     CLASS 0 (See Below)
 FU0303
 FU0303.The horizontal coordinates were scaled from a topographic map and have
 FU0303.an estimated accuracy of +/- 6 seconds.
 FU0303
 FU0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0303.The vertical order pertains to the NGVD 29 superseded value.
 FU0303
 FU0303.The geoid height was determined by GEOID03.
 FU0303
 FU0303;                    North         East    Units  Estimated Accuracy
 FU0303;SPC CA 5     -   669,830.    1,909,130.      MT  (+/- 180 meters Scaled)
 FU0303
 FU0303                          SUPERSEDED SURVEY CONTROL
 FU0303
 FU0303  NGVD 29 (??/??/92)  218.341  (m)          716.34   (f) ADJ UNCH    1 0
 FU0303
 FU0303.Superseded values are not recommended for survey control.
 FU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0303.See file dsdata.txt to determine how the superseded data were derived.
 FU0303
 FU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU179778(NAD 83)
 FU0303_MARKER: DD = SURVEY DISK
 FU0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0303_STAMPING: MILE 278.93 1971
 FU0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0303+STABILITY: SURFACE MOTION
 FU0303
 FU0303  HISTORY     - Date     Condition        Report By
 FU0303  HISTORY     - 1971     MONUMENTED       CADWR
 FU0303  HISTORY     - 1972     GOOD             NGS
 FU0303
 FU0303                          STATION DESCRIPTION
 FU0303
 FU0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FU0303'4 MI SW FROM METTLER.
 FU0303'0.45 MILE SOUTH ALONG THE FRONTAGE ROAD FROM THE KERN COUNTY FIRE
 FU0303'STATION IN METTLER TO STATE HIGHWAY 166.  TURN RIGHT AND GO WEST ON
 FU0303'STATE HIGHWAY 166 FOR 0.35 MILE TO SABODAN ROAD.  TURN LEFT AND
 FU0303'GO SOUTH ON SABODAN ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT AT A
 FU0303'CATTLE GUARD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1.05
 FU0303'MILES TO THE MARK ON THE LEFT JUST BEFORE REACHING A CATTLE
 FU0303'GUARD.  IT IS 107.5 FEET EAST-SOUTHEAST OF TRIANGULATION STATION
 FU0303'RON 1964, 70 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 3.2 FEET
 FU0303'SOUTH OF A WIRE FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 FU0303'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.  THE MARK IS SET IN THE
 FU0303'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 FU0303'INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0478 ***********************************************************************
 KS0478  DESIGNATION -  2780.8
 KS0478  PID         -  KS0478
 KS0478  STATE/COUNTY-  CA/SIERRA
 KS0478  USGS QUAD   -  DOWNIEVILLE (1975)
 KS0478
 KS0478                         *CURRENT SURVEY CONTROL
 KS0478  ___________________________________________________________________
 KS0478* NAD 83(1986)-  39 32 43.     (N)    120 52 03.     (W)     SCALED    
 KS0478* NAVD 88     -       848.411  (meters)    2783.50   (feet)  ADJUSTED  
 KS0478  ___________________________________________________________________
 KS0478  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KS0478  DYNAMIC HT  -         847.737 (meters)    2781.28  (feet)  COMP
 KS0478  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 KS0478
 KS0478  VERT ORDER  -  SECOND    CLASS 0
 KS0478
 KS0478.The horizontal coordinates were scaled from a topographic map and have
 KS0478.an estimated accuracy of +/- 6 seconds.
 KS0478
 KS0478.The orthometric height was determined by differential leveling
 KS0478.and adjusted in June 1991.
 KS0478
 KS0478.The geoid height was determined by GEOID03.
 KS0478
 KS0478.The dynamic height is computed by dividing the NAVD 88
 KS0478.geopotential number by the normal gravity value computed on the
 KS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0478.degrees latitude (g = 980.6199 gals.).
 KS0478
 KS0478.The modeled gravity was interpolated from observed gravity values.
 KS0478
 KS0478;                    North         East    Units  Estimated Accuracy
 KS0478;SPC CA 2     -   709,150.    2,097,340.      MT  (+/- 180 meters Scaled)
 KS0478
 KS0478                          SUPERSEDED SURVEY CONTROL
 KS0478
 KS0478  NGVD 29 (??/??/??)  847.496  (m)         2780.49   (f) ADJUSTED    2 0
 KS0478
 KS0478.Superseded values are not recommended for survey control.
 KS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0478.See file dsdata.txt to determine how the superseded data were derived.
 KS0478
 KS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ832794(NAD 83)
 KS0478_MARKER: N = NAIL
 KS0478_SETTING: 0 = UNSPECIFIED SETTING
 KS0478_MARK LOGO: USGS  
 KS0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0478
 KS0478  HISTORY     - Date     Condition        Report By
 KS0478  HISTORY     - UNK      MONUMENTED       USGS
 KS0478  HISTORY     - 1934     GOOD             CGS
 KS0478
 KS0478                          STATION DESCRIPTION
 KS0478
 KS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0478'3 MI SW FROM DOWNIEVILLE.
 KS0478'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 49 FROM DOWNIEVILLE, SIERRA
 KS0478'COUNTY, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KS0478'AND IN THE BASE OF A 30-INCH PINE TREE.  A UNITED STATES GEOLOGICAL
 KS0478'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0794 ***********************************************************************
 EW0794  DESIGNATION -  2786
 EW0794  PID         -  EW0794
 EW0794  STATE/COUNTY-  CA/LOS ANGELES
 EW0794  USGS QUAD   -  LAKE HUGHES (1995)
 EW0794
 EW0794                         *CURRENT SURVEY CONTROL
 EW0794  ___________________________________________________________________
 EW0794* NAD 83(1992)-  34 44 16.94355(N)    118 25 32.80385(W)     ADJUSTED  
 EW0794* NAVD 88     -       849.29   (+/-2cm)    2786.4    (feet)  VERTCON   
 EW0794  ___________________________________________________________________
 EW0794  EPOCH DATE  -        1991.35
 EW0794  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EW0794  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW0794  HORZ ORDER  -  FIRST
 EW0794  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0794
 EW0794.The horizontal coordinates were established by classical geodetic methods
 EW0794.and adjusted by the National Geodetic Survey in June 1996.
 EW0794.The horizontal coordinates are valid at the epoch date displayed above.
 EW0794.The epoch date for horizontal control is a decimal equivalence
 EW0794.of Year/Month/Day.
 EW0794
 EW0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0794.The vertical order pertains to the NGVD 29 superseded value.
 EW0794
 EW0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW0794
 EW0794.The geoid height was determined by GEOID03.
 EW0794
 EW0794;                    North         East     Units Scale Factor Converg.
 EW0794;SPC CA 5     -   637,411.838 1,961,011.114   MT  0.99992215   -0 14 33.7
 EW0794;SPC CA 5     - 2,091,242.01  6,433,750.63   sFT  0.99992215   -0 14 33.7
 EW0794;UTM  11      - 3,844,918.818   369,477.281   MT  0.99980998   -0 48 45.2
 EW0794
 EW0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW0794!SPC CA 5     -   0.99987175  x   0.99992215  =   0.99979391
 EW0794!UTM  11      -   0.99987175  x   0.99980998  =   0.99968175
 EW0794
 EW0794|---------------------------------------------------------------------|
 EW0794| PID    Reference Object                     Distance      Geod. Az  |
 EW0794|                                                           dddmmss.s |
 EW0794| CB9624 2786 RM 1                            14.560 METERS 00827     |
 EW0794| CB9625 2786 RM 2                            24.074 METERS 08426     |
 EW0794| EW7147 WHITE                               APPROX. 2.8 KM 2221834.6 |
 EW0794|---------------------------------------------------------------------|
 EW0794
 EW0794                          SUPERSEDED SURVEY CONTROL
 EW0794
 EW0794  NAD 83(1986)-  34 44 16.94339(N)    118 25 32.80015(W) AD(1984.00) 1
 EW0794  NAD 27      -  34 44 17.00650(N)    118 25 29.51020(W) AD(       ) 1
 EW0794  NGVD 29 (??/??/92)  848.416  (m)         2783.51   (f) ADJ UNCH    1 2
 EW0794
 EW0794.Superseded values are not recommended for survey control.
 EW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0794.See file dsdata.txt to determine how the superseded data were derived.
 EW0794
 EW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU6947744919(NAD 83)
 EW0794_MARKER: P = PIPE CAP
 EW0794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0794_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0794_STAMPING: 2786 LA
 EW0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0794
 EW0794  HISTORY     - Date     Condition        Report By
 EW0794  HISTORY     - 1964     MONUMENTED       USGS
 EW0794  HISTORY     - 1960     GOOD             NGS
 EW0794  HISTORY     - 1972     GOOD             NGS
 EW0794  HISTORY     - 1972     GOOD             NGS
 EW0794  HISTORY     - 1978     GOOD             CADT
 EW0794
 EW0794                          STATION DESCRIPTION
 EW0794
 EW0794'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (JJL)
 EW0794'THE STATION IS ABOUT 4 MILES NORTH AND 1 MILE EAST OF LAKE
 EW0794'HUGHES, ABOUT 2 MILES NORTH AND 1 MILE WEST OF THE FAIRMONT
 EW0794'RESERVOIR, ABOUT 17 MILES WEST OF LANCASTER, AT THE SOUTHEAST
 EW0794'CORNER OF THE SCHOOL YARD OF THE OLD FAIRMONT SCHOOL AND ON
 EW0794'THE ROAD RIGHT-OF-WAY.
 EW0794'
 EW0794'TO REACH FROM THE INTERSECTION OF AVENUE I AND STATE HIGHWAY
 EW0794'138 IN LANCASTER, GO WEST ON AVENUE I FOR 16.5 MILES TO A
 EW0794'T-ROAD AND THE FAIRMONT STORE ON THE RIGHT.  TURN RIGHT AND
 EW0794'GO NORTH, WEST AND NORTH ON LANCASTER ROAD FOR 1.4 MILES TO
 EW0794'THE ABANDONED SCHOOL AND THE STATION ON THE LEFT.
 EW0794'
 EW0794'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK CAP
 EW0794'RIVETED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 12
 EW0794'INCHES ABOVE THE GROUND SURFACE AND IS STAMPED 2786.  IT IS 42
 EW0794'FEET WEST OF THE CENTERLINE OF LANCASTER ROAD, 1 FOOT SOUTH
 EW0794'OF A FENCE CORNER AND 6 INCHES WEST OF A WITNESS POST.
 EW0794'
 EW0794'NOTE--THE STATION WAS USED FOR VERTICAL CONTROL AND NO REFERENCE
 EW0794'MARKS WERE ESTABLISHED.
 EW0794
 EW0794                          STATION RECOVERY (1960)
 EW0794
 EW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW0794'1.4 MI NW FROM FAIRMONT.
 EW0794'1.35 MILES NORTHWEST ALONG LANCASTER ROAD FROM THE STORE AT
 EW0794'FAIRMONT, AT THE SOUTHEAST CORNER OF THE ABANDONED FAIRMONT
 EW0794'SCHOOL YARD, 42 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 EW0794'68 1/2 FEET SOUTH OF THE SOUTH END OF A GATE LEADING TO THE
 EW0794'SCHOOL, 1 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 EW0794'YARD FENCE, 0.1 FOOT EAST OF FENCE, 0.5 FOOT WEST OF A WITNESS
 EW0794'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND RIVETED ON
 EW0794'TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE
 EW0794'GROUND.
 EW0794
 EW0794                          STATION RECOVERY (1972)
 EW0794
 EW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ARA)
 EW0794'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 EW0794'IN THE ORIGINAL DESCRIPTION BY J.J. LIUM IN 1964.  TWO REFERENCE
 EW0794'MARKS WERE SET.
 EW0794'
 EW0794'REFERENCE MARK 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 EW0794'(CDH) DISK STAMPED BM 2786 R.M. 1 1972, IS SET IN THE TOP
 EW0794'OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 EW0794'THE GROUND SURFACE.  IT IS 21.5 FEET WEST OF LANCASTER ROAD, AND
 EW0794'8 FEET EAST OF A METAL FENCE.
 EW0794'
 EW0794'REFERENCE MARK 2, A STANDARD CDH DISK STAMPED BM 2786 R.M. 2
 EW0794'1972, IS SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH
 EW0794'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 EW0794'EAST OF LANCASTER ROAD.
 EW0794'
 EW0794'HEIGHT OF LIGHT ABOVE STATION MARK 5.68 FEET.
 EW0794'
 EW0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N,
 EW0794'LAKE HUGHES
 EW0794
 EW0794                          STATION RECOVERY (1972)
 EW0794
 EW0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EW0794'RECOVERED IN GOOD CONDITION.
 EW0794
 EW0794                          STATION RECOVERY (1978)
 EW0794
 EW0794'RECOVERY NOTE BY CALTRANS 1978 (RLS)
 EW0794'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EW0794'IN GOOD CONDITION. THE STATION WAS NOT OCCUPPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3207 ***********************************************************************
 FU3207  DESIGNATION -  2786.680 USN
 FU3207  PID         -  FU3207
 FU3207  STATE/COUNTY-  CA/KERN
 FU3207  USGS QUAD   -  MOJAVE (1992)
 FU3207
 FU3207                         *CURRENT SURVEY CONTROL
 FU3207  ___________________________________________________________________
 FU3207* NAD 83(1986)-  35 04 02.     (N)    118 09 29.     (W)     SCALED    
 FU3207* NAVD 88     -       850.217  (meters)    2789.42   (feet)  ADJUSTED  
 FU3207  ___________________________________________________________________
 FU3207  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FU3207  DYNAMIC HT  -         849.243 (meters)    2786.22  (feet)  COMP
 FU3207  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 FU3207
 FU3207  VERT ORDER  -  FIRST     CLASS II
 FU3207
 FU3207.The horizontal coordinates were scaled from a topographic map and have
 FU3207.an estimated accuracy of +/- 6 seconds.
 FU3207
 FU3207.The orthometric height was determined by differential leveling
 FU3207.and adjusted in June 1991.
 FU3207
 FU3207.The geoid height was determined by GEOID03.
 FU3207
 FU3207.The dynamic height is computed by dividing the NAVD 88
 FU3207.geopotential number by the normal gravity value computed on the
 FU3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU3207.degrees latitude (g = 980.6199 gals.).
 FU3207
 FU3207.The modeled gravity was interpolated from observed gravity values.
 FU3207
 FU3207;                    North         East    Units  Estimated Accuracy
 FU3207;SPC CA 5     -   673,860.    1,985,580.      MT  (+/- 180 meters Scaled)
 FU3207
 FU3207                          SUPERSEDED SURVEY CONTROL
 FU3207
 FU3207  NGVD 29 (??/??/??)  849.50   (m)         2787.1    (f) RESET       3  
 FU3207
 FU3207.Superseded values are not recommended for survey control.
 FU3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3207.See file dsdata.txt to determine how the superseded data were derived.
 FU3207
 FU3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU944811(NAD 83)
 FU3207_MARKER: DD = SURVEY DISK
 FU3207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU3207_SP_SET: RUNWAY
 FU3207_STAMPING: 2786.680 2786.8 CL INTERSEC NW SE RUNWAY W TAXIWAY
 FU3207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3207
 FU3207  HISTORY     - Date     Condition        Report By
 FU3207  HISTORY     - UNK      MONUMENTED       CGS
 FU3207  HISTORY     - 1945     GOOD             NGS
 FU3207  HISTORY     - 1962     MARK NOT FOUND   NGS
 FU3207
 FU3207                          STATION DESCRIPTION
 FU3207
 FU3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FU3207'AT MOJAVE.
 FU3207'AT MOJAVE, AT MOJAVE MARINE CORPS AIR STATION, NEAR NORTHWEST
 FU3207'END OF NORTHWEST-SOUTHEAST RUNWAY, AT THE CENTERLINE OF INTERSECTION
 FU3207'OF NORTHWEST-SOUTHEAST RUNWAY AND THE WEST TAXIWAY, 39.3 FEET
 FU3207'SOUTHEAST OF NORTHWEST END OF RUNWAY, SET IN THE RUNWAY PAVEMENT.
 FU3207'NOTE-- THIS MARK IS AT THE HIGHEST POINT OF THE RUNWAYS.
 FU3207
 FU3207                          STATION RECOVERY (1962)
 FU3207
 FU3207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU3207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1144 ***********************************************************************
 HS1144  DESIGNATION -  279 USGS
 HS1144  PID         -  HS1144
 HS1144  STATE/COUNTY-  CA/MERCED
 HS1144  USGS QUAD   -  LE GRAND (1981)
 HS1144
 HS1144                         *CURRENT SURVEY CONTROL
 HS1144  ___________________________________________________________________
 HS1144* NAD 83(1986)-  37 13 41.     (N)    120 11 57.     (W)     SCALED    
 HS1144* NAVD 88     -        85.82   (+/-2cm)     281.6    (feet)  VERTCON   
 HS1144  ___________________________________________________________________
 HS1144  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HS1144  VERT ORDER  -  THIRD (See Below)
 HS1144
 HS1144.The horizontal coordinates were scaled from a topographic map and have
 HS1144.an estimated accuracy of +/- 6 seconds.
 HS1144
 HS1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1144.The vertical order pertains to the NGVD 29 superseded value.
 HS1144
 HS1144.The geoid height was determined by GEOID03.
 HS1144
 HS1144;                    North         East    Units  Estimated Accuracy
 HS1144;SPC CA 3     -   580,840.    2,026,700.      MT  (+/- 180 meters Scaled)
 HS1144
 HS1144                          SUPERSEDED SURVEY CONTROL
 HS1144
 HS1144  NGVD 29 (??/??/??)   85.14   (m)          279.3    (f) RESET       3  
 HS1144
 HS1144.Superseded values are not recommended for survey control.
 HS1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1144.See file dsdata.txt to determine how the superseded data were derived.
 HS1144
 HS1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG484238(NAD 83)
 HS1144_MARKER: DD = SURVEY DISK
 HS1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1144_STAMPING: 279 1915
 HS1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1144
 HS1144  HISTORY     - Date     Condition        Report By
 HS1144  HISTORY     - 1915     MONUMENTED       USGS
 HS1144  HISTORY     - 1943     GOOD             NGS
 HS1144
 HS1144                          STATION DESCRIPTION
 HS1144
 HS1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HS1144'3 MI E FROM LE GRAND.
 HS1144'ALONG THE ROAD TO LEWIS FROM THE HIGH SCHOOL AT LE GRAND, AT
 HS1144'A T ROAD JUNCTION, 250 FEET SOUTHWEST OF A GRAY PAINTED FARM HOUSE,
 HS1144'200 FEET WEST OF THE CORNER WHERE THE ROAD TURNS DUE NORTH
 HS1144'TO LEWIS, 25 FEET SOUTHEAST OF THE DIAMOND FORMED BY THE ROAD
 HS1144'JUNCTION AND 2 FEET ABOVE GROUND.  WITNESS POST SET.  NOTE-- A
 HS1144'STANDARD U.S. GEOLOGICAL SURVEY BRASS PLATE RIVETED TO THE
 HS1144'TOP OF A SOIL PIPE.  STAMPED 279 1915.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0214 ***********************************************************************
 KT0214  DESIGNATION -  279 USGS
 KT0214  PID         -  KT0214
 KT0214  STATE/COUNTY-  CA/GLENN
 KT0214  USGS QUAD   -  KIRKWOOD (1969)
 KT0214
 KT0214                         *CURRENT SURVEY CONTROL
 KT0214  ___________________________________________________________________
 KT0214* NAD 83(1986)-  39 45 30.     (N)    122 13 28.     (W)     SCALED    
 KT0214* NAVD 88     -        86.11   (+/-2cm)     282.5    (feet)  VERTCON   
 KT0214  ___________________________________________________________________
 KT0214  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 KT0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0214
 KT0214.The horizontal coordinates were scaled from a topographic map and have
 KT0214.an estimated accuracy of +/- 6 seconds.
 KT0214
 KT0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0214.The vertical order pertains to the NGVD 29 superseded value.
 KT0214
 KT0214.The geoid height was determined by GEOID03.
 KT0214
 KT0214;                    North         East    Units  Estimated Accuracy
 KT0214;SPC CA 2     -   732,220.    1,980,770.      MT  (+/- 180 meters Scaled)
 KT0214
 KT0214                          SUPERSEDED SURVEY CONTROL
 KT0214
 KT0214  NGVD 29 (??/??/92)   85.355  (m)          280.04   (f) ADJ UNCH    2 0
 KT0214
 KT0214.Superseded values are not recommended for survey control.
 KT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0214.See file dsdata.txt to determine how the superseded data were derived.
 KT0214
 KT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK664012(NAD 83)
 KT0214_MARKER: DD = SURVEY DISK
 KT0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0214_SP_SET: CANAL
 KT0214_STAMPING: 279.05
 KT0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0214
 KT0214  HISTORY     - Date     Condition        Report By
 KT0214  HISTORY     - UNK      MONUMENTED       BOR
 KT0214  HISTORY     - 1949     GOOD             NGS
 KT0214
 KT0214                          STATION DESCRIPTION
 KT0214
 KT0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0214'1.9 MI NW FROM ORLAND.
 KT0214'1.9 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN
 KT0214'PACIFIC CO. RAILROAD STATION AT ORLAND, IN THE TOP OF A CONCRETE
 KT0214'CHECK OF THE SOUTH CANAL, 85 FEET EAST OF THE CENTER OF A
 KT0214'HEADGATE OF A SMALL CANAL LEADING SOUTH, 41 FEET SOUTHWEST OF
 KT0214'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE
 KT0214'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0454 ***********************************************************************
 DW0454  DESIGNATION -  2792.14 NPS
 DW0454  PID         -  DW0454
 DW0454  STATE/COUNTY-  CA/RIVERSIDE
 DW0454  USGS QUAD   -  FRIED LIVER WASH (1986)
 DW0454
 DW0454                         *CURRENT SURVEY CONTROL
 DW0454  ___________________________________________________________________
 DW0454* NAD 83(1986)-  33 56 31.     (N)    115 58 22.     (W)     SCALED    
 DW0454* NAVD 88     -       851.802  (meters)    2794.62   (feet)  ADJUSTED  
 DW0454  ___________________________________________________________________
 DW0454  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DW0454  DYNAMIC HT  -         850.767 (meters)    2791.22  (feet)  COMP
 DW0454  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 DW0454
 DW0454  VERT ORDER  -  FIRST     CLASS I
 DW0454
 DW0454.The horizontal coordinates were scaled from a topographic map and have
 DW0454.an estimated accuracy of +/- 6 seconds.
 DW0454
 DW0454.The orthometric height was determined by differential leveling
 DW0454.and adjusted in June 1991.
 DW0454
 DW0454.The geoid height was determined by GEOID03.
 DW0454
 DW0454.The dynamic height is computed by dividing the NAVD 88
 DW0454.geopotential number by the normal gravity value computed on the
 DW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0454.degrees latitude (g = 980.6199 gals.).
 DW0454
 DW0454.The modeled gravity was interpolated from observed gravity values.
 DW0454
 DW0454;                    North         East    Units  Estimated Accuracy
 DW0454;SPC CA 6     -   696,920.    2,025,630.      MT  (+/- 180 meters Scaled)
 DW0454
 DW0454                          SUPERSEDED SURVEY CONTROL
 DW0454
 DW0454  NGVD 29 (??/??/92)  851.060  (m)         2792.19   (f) ADJ UNCH    1 1
 DW0454
 DW0454.Superseded values are not recommended for survey control.
 DW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0454.See file dsdata.txt to determine how the superseded data were derived.
 DW0454
 DW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT949561(NAD 83)
 DW0454_MARKER: DD = SURVEY DISK
 DW0454_SETTING: 80 = SET IN A BOULDER
 DW0454_SP_SET: BOULDER
 DW0454_STAMPING: 44 2792.14 1967
 DW0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0454+STABILITY: SURFACE MOTION
 DW0454
 DW0454  HISTORY     - Date     Condition        Report By
 DW0454  HISTORY     - 1967     MONUMENTED       NPS
 DW0454  HISTORY     - 1974     GOOD             NGS
 DW0454  HISTORY     - 1978     GOOD             NGS
 DW0454
 DW0454                          STATION DESCRIPTION
 DW0454
 DW0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0454'16.6 MI S FROM TWENTYNINE PALMS.
 DW0454'1.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF ADOBE
 DW0454'ROAD AT TWENTYNINE PALMS, THENCE 4.0 MILES SOUTH ALONG UTAH
 DW0454'TRAIL, THENCE 11.55 MILES SOUTH ALONG PARK ROUTE 1, AT THE
 DW0454'NORTHWEST SIDE OF A WASH CROSSING THE ROAD, 68 FEET NORTHEAST OF
 DW0454'THE CENTER LINE OF THE ROAD, IN THE TOP OF A 4 BY 6 1/2-FOOT GRANITE
 DW0454'BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 1.1
 DW0454'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 DW0454'SECTION  , T3S, R10E.  NOTE-  PARK HEADQUARTERS AT TWENTYNINE
 DW0454'PALMS HAS BEEN MOVED TO A NEW BUILDING, AND THE REFERENCES IN
 DW0454'THIS LIST TO THE PARK SERIVCE OFFICE SHOULD HAVE THE DISTANCE
 DW0454'DESCREASED BY 1.7 MILES.
 DW0454
 DW0454                          STATION RECOVERY (1978)
 DW0454
 DW0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0805 ***********************************************************************
 KS0805  DESIGNATION -  2793.4 USGS
 KS0805  PID         -  KS0805
 KS0805  STATE/COUNTY-  CA/YUBA
 KS0805  USGS QUAD   -  CAMPTONVILLE (1995)
 KS0805
 KS0805                         *CURRENT SURVEY CONTROL
 KS0805  ___________________________________________________________________
 KS0805* NAD 83(1986)-  39 27 59.     (N)    121 02 44.     (W)     SCALED    
 KS0805* NAVD 88     -       852.237  (meters)    2796.05   (feet)  ADJUSTED  
 KS0805  ___________________________________________________________________
 KS0805  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KS0805  DYNAMIC HT  -         851.611 (meters)    2793.99  (feet)  COMP
 KS0805  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 KS0805
 KS0805  VERT ORDER  -  SECOND    CLASS 0
 KS0805
 KS0805.The horizontal coordinates were scaled from a topographic map and have
 KS0805.an estimated accuracy of +/- 6 seconds.
 KS0805
 KS0805.The orthometric height was determined by differential leveling
 KS0805.and adjusted in June 1991.
 KS0805
 KS0805.The geoid height was determined by GEOID03.
 KS0805
 KS0805.The dynamic height is computed by dividing the NAVD 88
 KS0805.geopotential number by the normal gravity value computed on the
 KS0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0805.degrees latitude (g = 980.6199 gals.).
 KS0805
 KS0805.The modeled gravity was interpolated from observed gravity values.
 KS0805
 KS0805;                    North         East    Units  Estimated Accuracy
 KS0805;SPC CA 2     -   700,210.    2,082,130.      MT  (+/- 180 meters Scaled)
 KS0805
 KS0805                          SUPERSEDED SURVEY CONTROL
 KS0805
 KS0805  NGVD 29 (??/??/??)  851.414  (m)         2793.35   (f) ADJUSTED    2 0
 KS0805
 KS0805.Superseded values are not recommended for survey control.
 KS0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0805.See file dsdata.txt to determine how the superseded data were derived.
 KS0805
 KS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ681703(NAD 83)
 KS0805_MARKER: Q = CHISELED SQUARE
 KS0805_SETTING: 66 = SET IN ROCK OUTCROP
 KS0805_SP_SET: OUTCROP
 KS0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0805+STABILITY: POSITION/ELEVATION WELL
 KS0805
 KS0805  HISTORY     - Date     Condition        Report By
 KS0805  HISTORY     - UNK      MONUMENTED       USGS
 KS0805  HISTORY     - 1934     GOOD             NGS
 KS0805  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0805
 KS0805                          STATION DESCRIPTION
 KS0805
 KS0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0805'1.6 MI N FROM CAMPTONVILLE.
 KS0805'1.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE,
 KS0805'YUBA COUNTY, 6 YARDS NORTH OF A 30-INCH IRON CULVERT, AT THE
 KS0805'EAST EDGE OF THE HIGHWAY, AND ON THE TOP OF A ROCK OUTCROP.
 KS0805'A CHISELED SQUARE.
 KS0805
 KS0805                          STATION RECOVERY (2004)
 KS0805
 KS0805'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2866 ***********************************************************************
 EW2866  DESIGNATION -  2796 USGS
 EW2866  PID         -  EW2866
 EW2866  STATE/COUNTY-  CA/LOS ANGELES
 EW2866  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW2866
 EW2866                         *CURRENT SURVEY CONTROL
 EW2866  ___________________________________________________________________
 EW2866* NAD 83(1986)-  34 42 07.     (N)    118 47 58.     (W)     SCALED    
 EW2866* NAVD 88     -       853.09   (+/-2cm)    2798.8    (feet)  VERTCON   
 EW2866  ___________________________________________________________________
 EW2866  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW2866  VERT ORDER  -  THIRD (See Below)
 EW2866
 EW2866.The horizontal coordinates were scaled from a topographic map and have
 EW2866.an estimated accuracy of +/- 6 seconds.
 EW2866
 EW2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2866.The vertical order pertains to the NGVD 29 superseded value.
 EW2866
 EW2866.The geoid height was determined by GEOID03.
 EW2866
 EW2866;                    North         East    Units  Estimated Accuracy
 EW2866;SPC CA 5     -   633,620.    1,926,760.      MT  (+/- 180 meters Scaled)
 EW2866
 EW2866                          SUPERSEDED SURVEY CONTROL
 EW2866
 EW2866  NGVD 29 (??/??/??)  852.21   (m)         2796.0    (f) RESET       3  
 EW2866
 EW2866.Superseded values are not recommended for survey control.
 EW2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2866.See file dsdata.txt to determine how the superseded data were derived.
 EW2866
 EW2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU351414(NAD 83)
 EW2866_MARKER: P = PIPE CAP
 EW2866_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW2866_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW2866_STAMPING: 2796
 EW2866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2866
 EW2866  HISTORY     - Date     Condition        Report By
 EW2866  HISTORY     - UNK      MONUMENTED       USGS
 EW2866  HISTORY     - 1942     GOOD             NGS
 EW2866  HISTORY     - 1960     MARK NOT FOUND   NGS
 EW2866
 EW2866                          STATION DESCRIPTION
 EW2866
 EW2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EW2866'1.6 MI SW FROM CASWELLS.
 EW2866'ABOUT 1.65 MILES SOUTHWEST ALONG THE CANADA DE LOS ALAMOS ROAD,
 EW2866'IN THE YARD OF BILL BAILEYS RANCH HOUSE, ABOUT 162 FEET SOUTHEAST
 EW2866'OF THE CENTER OF THE ROAD AT THE POINT WHERE IT CHANGES FROM
 EW2866'EAST-WEST TO NORTH-SOUTH, ABOUT 24 FEET NORTH OF THE RANCH
 EW2866'HOUSE AND ABOUT 18 FEET SOUTH OF A WASH, ABOUT 12 FEET EAST
 EW2866'OF THE YARD FENCE, NEAR A WITNESS POST.  A UNITED STATES
 EW2866'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2796 AND RIVETED ON
 EW2866'THE TOP OF A 3-INCH IRON PIPE.
 EW2866
 EW2866                          STATION RECOVERY (1960)
 EW2866
 EW2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW2866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8610 ***********************************************************************
 AB8610  DESIGNATION -  28
 AB8610  PID         -  AB8610
 AB8610  STATE/COUNTY-  CA/LOS ANGELES
 AB8610  USGS QUAD   -  SAN DIMAS (1981)
 AB8610
 AB8610                         *CURRENT SURVEY CONTROL
 AB8610  ___________________________________________________________________
 AB8610* NAD 83(1986)-  34 01 28.     (N)    117 46 06.     (W)     SCALED    
 AB8610* NAVD 88     -       256.333  (meters)     840.99   (feet)  ADJUSTED  
 AB8610  ___________________________________________________________________
 AB8610  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AB8610  DYNAMIC HT  -         256.052 (meters)     840.06  (feet)  COMP
 AB8610  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 AB8610
 AB8610  VERT ORDER  -  THIRD
 AB8610
 AB8610.The horizontal coordinates were scaled from a topographic map and have
 AB8610.an estimated accuracy of +/- 6 seconds.
 AB8610
 AB8610.The orthometric height was determined by differential leveling
 AB8610.and adjusted in February 1997.
 AB8610
 AB8610.The geoid height was determined by GEOID03.
 AB8610
 AB8610.The dynamic height is computed by dividing the NAVD 88
 AB8610.geopotential number by the normal gravity value computed on the
 AB8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8610.degrees latitude (g = 980.6199 gals.).
 AB8610
 AB8610.The modeled gravity was interpolated from observed gravity values.
 AB8610
 AB8610;                    North         East    Units  Estimated Accuracy
 AB8610;SPC CA 5     -   558,200.    2,021,400.      MT  (+/- 180 meters Scaled)
 AB8610
 AB8610                          SUPERSEDED SURVEY CONTROL
 AB8610
 AB8610.No superseded survey control is available for this station.
 AB8610
 AB8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT290651(NAD 83)
 AB8610_MARKER: DB = BENCH MARK DISK
 AB8610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB8610_MARK LOGO: MWDSC 
 AB8610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8610+STABILITY: SURFACE MOTION
 AB8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8610+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1994
 AB8610
 AB8610  HISTORY     - Date     Condition        Report By
 AB8610  HISTORY     - 1970     MONUMENTED       MWDSC
 AB8610  HISTORY     - 19940617 GOOD             MWDSC
 AB8610
 AB8610                          STATION DESCRIPTION
 AB8610
 AB8610'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8610'POMONA, FROM THE INTERSECTION RIO RANCHO RD AND CORONA EXPRESSWAY (71
 AB8610'FWY).  THEN 0.25 MILES (0.40 KM) WESTERLY ALONG RIO RANCHO ROAD TO
 AB8610'COUNTRY MILE ROAD, THEN SOUTHERLY ALONG COUNTRY MILE ROAD TO
 AB8610'TRANSMISSION TOWER CONTAINED BY A 6 FOOT (1.8 M) HIGH CHAIN LINK FENCE
 AB8610'ON THE WEST SIDE OF SAID ROAD.  FOUND 3 INCH MWDSC BRASS CAP MONUMENT
 AB8610'WITH NO STAMPING SET FLUSH IN TOP OF A 4 INCH BY 4 INCH CONCRETE POST.
 AB8610'1 FOOT (0.3 M) SOUTHEAST OF NORTHWEST TRANSMISSION TOWER FOOTING AND 4
 AB8610'INCHES ABOVE GROUND SURFACE.  REFERENCE MWD FB 4038 01 090.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0605 ***********************************************************************
 DY0605  DESIGNATION -  28 32
 DY0605  PID         -  DY0605
 DY0605  STATE/COUNTY-  CA/LOS ANGELES
 DY0605  USGS QUAD   -  SOUTH GATE (1981)
 DY0605
 DY0605                         *CURRENT SURVEY CONTROL
 DY0605  ___________________________________________________________________
 DY0605* NAD 83(1986)-  33 59 19.     (N)    118 14 55.     (W)     SCALED    
 DY0605* NAVD 88     -        53.052  (meters)     174.05   (feet)  ADJUSTED  
 DY0605  ___________________________________________________________________
 DY0605  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DY0605  DYNAMIC HT  -          52.994 (meters)     173.86  (feet)  COMP
 DY0605  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DY0605
 DY0605  VERT ORDER  -  FIRST     CLASS II
 DY0605
 DY0605.The horizontal coordinates were scaled from a topographic map and have
 DY0605.an estimated accuracy of +/- 6 seconds.
 DY0605
 DY0605.The orthometric height was determined by differential leveling
 DY0605.and adjusted in May 1999.
 DY0605
 DY0605.The geoid height was determined by GEOID03.
 DY0605
 DY0605.The dynamic height is computed by dividing the NAVD 88
 DY0605.geopotential number by the normal gravity value computed on the
 DY0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0605.degrees latitude (g = 980.6199 gals.).
 DY0605
 DY0605.The modeled gravity was interpolated from observed gravity values.
 DY0605
 DY0605;                    North         East    Units  Estimated Accuracy
 DY0605;SPC CA 5     -   554,230.    1,977,030.      MT  (+/- 180 meters Scaled)
 DY0605
 DY0605                          SUPERSEDED SURVEY CONTROL
 DY0605
 DY0605  NGVD 29 (??/??/92)   52.28   (m)          171.5    (f) COMPUTED    1 1
 DY0605
 DY0605.Superseded values are not recommended for survey control.
 DY0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0605.See file dsdata.txt to determine how the superseded data were derived.
 DY0605
 DY0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT846615(NAD 83)
 DY0605_MARKER: DB = BENCH MARK DISK
 DY0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0605_SP_SET: HANDWELL
 DY0605_STAMPING: BM 28-32 1953 63
 DY0605_MARK LOGO: CA-037
 DY0605_PROJECTION: FLUSH
 DY0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0605+STABILITY: SURFACE MOTION
 DY0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0605+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 DY0605
 DY0605  HISTORY     - Date     Condition        Report By
 DY0605  HISTORY     - 1953     MONUMENTED       CA-037
 DY0605  HISTORY     - 1968     GOOD             NGS
 DY0605  HISTORY     - 1971     GOOD             CA-037
 DY0605  HISTORY     - 19970722 GOOD             MWDSC
 DY0605
 DY0605                          STATION DESCRIPTION
 DY0605
 DY0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DY0605'2.5 MI SE FROM LOS ANGELES.
 DY0605'LOS ANGELES, 2.5 MI SE OF THE COLISEUM, SLAUSON AVENUE AND COMPTON
 DY0605'AVENUE, 36.4 FEET E OF THE E CURB LING OF COMPTON AVENUE, 15.0
 DY0605'FEET E OF A STREET LIGHT, 12.1 FEET S OF THE SOUTH RAIL OF THE
 DY0605'ATCHISON, TOPEKA AND SANTA FE RAILWAY AND 1.0 FOOT N OF THE N CURB
 DY0605'OF SLAUSON AVENUE, SET ABOUT 11 INCHES BELOW THE SURFACE IN A WELL
 DY0605'AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 DY0605
 DY0605                          STATION RECOVERY (1971)
 DY0605
 DY0605'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 DY0605'RECOVERED IN GOOD CONDITION.
 DY0605
 DY0605                          STATION RECOVERY (1997)
 DY0605
 DY0605'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 DY0605'IN THE CITY OF LOS ANGELES, ON THE NE CORNER OF THE INTERSECTION OF
 DY0605'SLAUSON AVE AND COMPTON AVE, LOCATED 64 FT (19.5 M) EASTERLY OF THE
 DY0605'CENTERLINE OF COMPTON AVE AND 27.5 FT (8.4 M) NORTHERLY OF THE
 DY0605'CENTERLINE OF SLAUSON AVE DOWN 1.0 FT (0.3 M) IN A HANDWELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9047 ***********************************************************************
 JT9047  DESIGNATION -  28 A
 JT9047  PID         -  JT9047
 JT9047  STATE/COUNTY-  CA/NAPA
 JT9047  USGS QUAD   -  NAPA (1980)
 JT9047
 JT9047                         *CURRENT SURVEY CONTROL
 JT9047  ___________________________________________________________________
 JT9047* NAD 83(1986)-  38 20 06.     (N)    122 19 34.     (W)     SCALED    
 JT9047* NAVD 88     -        25.17   (+/-2cm)      82.6    (feet)  VERTCON   
 JT9047  ___________________________________________________________________
 JT9047  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT9047  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9047
 JT9047.The horizontal coordinates were scaled from a topographic map and have
 JT9047.an estimated accuracy of +/- 6 seconds.
 JT9047
 JT9047.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9047.The vertical order pertains to the NGVD 29 superseded value.
 JT9047
 JT9047.The geoid height was determined by GEOID03.
 JT9047
 JT9047;                    North         East    Units  Estimated Accuracy
 JT9047;SPC CA 2     -   574,240.    1,971,490.      MT  (+/- 180 meters Scaled)
 JT9047
 JT9047                          SUPERSEDED SURVEY CONTROL
 JT9047
 JT9047  NGVD 29 (??/??/92)   24.372  (m)           79.96   (f) ADJ UNCH    2 2
 JT9047
 JT9047.Superseded values are not recommended for survey control.
 JT9047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9047.See file dsdata.txt to determine how the superseded data were derived.
 JT9047
 JT9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588432(NAD 83)
 JT9047_MARKER: DD = SURVEY DISK
 JT9047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9047_SP_SET: CONCRETE POST
 JT9047_MARK LOGO: CA2330
 JT9047_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9047+STABILITY: SURFACE MOTION
 JT9047
 JT9047  HISTORY     - Date     Condition        Report By
 JT9047  HISTORY     - 1971     MONUMENTED       CA2330
 JT9047
 JT9047                          STATION DESCRIPTION
 JT9047
 JT9047'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9047'ALONG WEST SALVADOR AT ANGLE POINT, 80 FT (24.4 M) WEST OF DRAINAGE
 JT9047'DITCH, 10 FT (3.0 M) NORTH OF CENTERLINE, A WELL TYPE CONCRETE
 JT9047'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5554 ***********************************************************************
 AB5554  DESIGNATION -  28 A 92
 AB5554  PID         -  AB5554
 AB5554  STATE/COUNTY-  CA/RIVERSIDE
 AB5554  USGS QUAD   -  STEELE PEAK (1978)
 AB5554
 AB5554                         *CURRENT SURVEY CONTROL
 AB5554  ___________________________________________________________________
 AB5554* NAD 83(1986)-  33 51 42.     (N)    117 15 39.     (W)     SCALED    
 AB5554* NAVD 88     -       461.706  (meters)    1514.78   (feet)  ADJUSTED  
 AB5554  ___________________________________________________________________
 AB5554  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AB5554  DYNAMIC HT  -         461.182 (meters)    1513.06  (feet)  COMP
 AB5554  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 AB5554
 AB5554  VERT ORDER  -  FIRST     CLASS II
 AB5554
 AB5554.The horizontal coordinates were scaled from a topographic map and have
 AB5554.an estimated accuracy of +/- 6 seconds.
 AB5554
 AB5554.The orthometric height was determined by differential leveling
 AB5554.and adjusted in October 1996.
 AB5554
 AB5554.The geoid height was determined by GEOID03.
 AB5554
 AB5554.The dynamic height is computed by dividing the NAVD 88
 AB5554.geopotential number by the normal gravity value computed on the
 AB5554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5554.degrees latitude (g = 980.6199 gals.).
 AB5554
 AB5554.The modeled gravity was interpolated from observed gravity values.
 AB5554
 AB5554;                    North         East    Units  Estimated Accuracy
 AB5554;SPC CA 6     -   688,440.    1,906,470.      MT  (+/- 180 meters Scaled)
 AB5554
 AB5554                          SUPERSEDED SURVEY CONTROL
 AB5554
 AB5554.No superseded survey control is available for this station.
 AB5554
 AB5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT758468(NAD 83)
 AB5554_MARKER: DB = BENCH MARK DISK
 AB5554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5554_SP_SET: HEADWALL
 AB5554_STAMPING: BM 28-A-92
 AB5554_MARK LOGO: CADT  
 AB5554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5554+STABILITY: SURFACE MOTION
 AB5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5554+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB5554
 AB5554  HISTORY     - Date     Condition        Report By
 AB5554  HISTORY     - 1992     MONUMENTED       CADT
 AB5554
 AB5554                          STATION DESCRIPTION
 AB5554
 AB5554'DESCRIBED BY CALTRANS 1992
 AB5554'NEAR PERRIS, FROM THE INTERSECTION OF INTERSTATE 215 AND OLEANDER
 AB5554'AVENUE PROCEED WESTERLY ALONG OLEANDER AVENUE TO THE FIRST STREET
 AB5554'LEADING SOUTH (PROPOSED A STREET), PROCEED SOUTHERLY ALONG STREET
 AB5554'APPROXIMATELY 100 FEET (30.5 M) TO A DIRT ROAD LEADING EASTERLY,
 AB5554'PROCEED EASTERLY, THENCE SOUTHERLY ALONG DIRT ROAD APPROXIMATELY 0.2
 AB5554'MILES, (0.3 KM) FOUND A BRASS DISK STAMPED BM 28-A-69 FLUSH ON TOP OF
 AB5554'A 14.5 FEET (4.4 M) WIDE CONCRETE HEADWALL, 9 FEET (2.7 M) EAST OF
 AB5554'RAILROAD TRACKS, 38 FEET (11.6 M) WEST OF CHAIN-LINK FENCE, 0.1 MILES
 AB5554'(0.2 KM) SOUTH ALONG THE RAILROAD TRACKS FROM THE INTERSECTION OF THE
 AB5554'RAILROAD TRACKS AND OLEANDER AVE BRIDGE.  REFERENCE MWD FB 4205 06
 AB5554'010.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1813 ***********************************************************************
 EW1813  DESIGNATION -  28 B C OF LA
 EW1813  PID         -  EW1813
 EW1813  STATE/COUNTY-  CA/LOS ANGELES
 EW1813  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1813
 EW1813                         *CURRENT SURVEY CONTROL
 EW1813  ___________________________________________________________________
 EW1813* NAD 83(1986)-  34 00 48.     (N)    118 29 52.     (W)     SCALED    
 EW1813* NAVD 88     -        22.65   (+/-2cm)      74.3    (feet)  VERTCON   
 EW1813  ___________________________________________________________________
 EW1813  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 EW1813  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1813
 EW1813.The horizontal coordinates were scaled from a topographic map and have
 EW1813.an estimated accuracy of +/- 6 seconds.
 EW1813
 EW1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1813.The vertical order pertains to the NGVD 29 superseded value.
 EW1813
 EW1813.The geoid height was determined by GEOID03.
 EW1813
 EW1813;                    North         East    Units  Estimated Accuracy
 EW1813;SPC CA 5     -   557,060.    1,954,020.      MT  (+/- 180 meters Scaled)
 EW1813
 EW1813                          SUPERSEDED SURVEY CONTROL
 EW1813
 EW1813  NGVD 29 (??/??/92)   21.90   (m)           71.9    (f) COMPUTED    1 1
 EW1813
 EW1813.Superseded values are not recommended for survey control.
 EW1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1813.See file dsdata.txt to determine how the superseded data were derived.
 EW1813
 EW1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT616646(NAD 83)
 EW1813_MARKER: S = SPIKE
 EW1813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1813_SP_SET: CATCH BASIN
 EW1813_STAMPING: 28 B
 EW1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1813
 EW1813  HISTORY     - Date     Condition        Report By
 EW1813  HISTORY     - UNK      MONUMENTED       CA1980
 EW1813  HISTORY     - 1968     GOOD             CA1980
 EW1813  HISTORY     - 20030318 MARK NOT FOUND   INDIV
 EW1813
 EW1813                          STATION DESCRIPTION
 EW1813
 EW1813'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1813'AT SANTA MONICA.
 EW1813'CUT SPIKE IN THE TOP OF A CATCH BASIN, 2.5 FEET NORTH OF THE
 EW1813'NORTH CURB LINE OF SANTA MONICA BOULEVARD, 8 FEET EAST OF THE
 EW1813'EAST PROPERTY LINE OF OCEAN AVENUE.
 EW1813
 EW1813                          STATION RECOVERY (2003)
 EW1813
 EW1813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DBT)
 EW1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1217 ***********************************************************************
 FT1217  DESIGNATION -  28 BIS
 FT1217  PID         -  FT1217
 FT1217  STATE/COUNTY-  CA/KERN
 FT1217  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1217
 FT1217                         *CURRENT SURVEY CONTROL
 FT1217  ___________________________________________________________________
 FT1217* NAD 83(1986)-  35 30 02.     (N)    117 56 50.     (W)     SCALED    
 FT1217* NAVD 88     -       941.505  (meters)    3088.92   (feet)  ADJUSTED  
 FT1217  ___________________________________________________________________
 FT1217  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FT1217  DYNAMIC HT  -         940.415 (meters)    3085.34  (feet)  COMP
 FT1217  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 FT1217
 FT1217  VERT ORDER  -  FIRST     CLASS II
 FT1217
 FT1217.The horizontal coordinates were scaled from a topographic map and have
 FT1217.an estimated accuracy of +/- 6 seconds.
 FT1217
 FT1217.The orthometric height was determined by differential leveling
 FT1217.and adjusted in June 1991.
 FT1217
 FT1217.The geoid height was determined by GEOID03.
 FT1217
 FT1217.The dynamic height is computed by dividing the NAVD 88
 FT1217.geopotential number by the normal gravity value computed on the
 FT1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1217.degrees latitude (g = 980.6199 gals.).
 FT1217
 FT1217.The modeled gravity was interpolated from observed gravity values.
 FT1217
 FT1217;                    North         East    Units  Estimated Accuracy
 FT1217;SPC CA 5     -   721,920.    2,004,790.      MT  (+/- 180 meters Scaled)
 FT1217
 FT1217                          SUPERSEDED SURVEY CONTROL
 FT1217
 FT1217.No superseded survey control is available for this station.
 FT1217
 FT1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV140289(NAD 83)
 FT1217_MARKER: DB = BENCH MARK DISK
 FT1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1217_SP_SET: CONCRETE POST
 FT1217_STAMPING: 28 BIS 1966 3086
 FT1217_MARK LOGO: USGS  
 FT1217_PROJECTION: PROJECTING 8 CENTIMETERS
 FT1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1217+STABILITY: SURFACE MOTION
 FT1217
 FT1217  HISTORY     - Date     Condition        Report By
 FT1217  HISTORY     - 1966     MONUMENTED       USGS
 FT1217  HISTORY     - 1983     GOOD             NGS
 FT1217
 FT1217                          STATION DESCRIPTION
 FT1217
 FT1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1217'25.1 KM (15.5 MI) NORTH FROM CANTIL.
 FT1217'25.1 KM (15.55 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FT1217'AT CANTIL, 15.2 METERS (50 FT) EAST OF THE HIGHWAY CENTERLINE,
 FT1217'17.3 METERS (57 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING
 FT1217'SOUTHEAST, 16.1 METERS (53 FT) SOUTHWEST OF THE SOUTH END OF A CATTLE
 FT1217'GUARD AND 15.5 METERS (51 FT) WEST OF THE RIGHT OF WAY FENCE.
 FT1217'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FT1217'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0598 ***********************************************************************
 HS0598  DESIGNATION -  28 CADWR
 HS0598  PID         -  HS0598
 HS0598  STATE/COUNTY-  CA/STANISLAUS
 HS0598  USGS QUAD   -  SOLYO (1991)
 HS0598
 HS0598                         *CURRENT SURVEY CONTROL
 HS0598  ___________________________________________________________________
 HS0598* NAD 83(1986)-  37 35 18.     (N)    121 19 26.     (W)     SCALED    
 HS0598* NAVD 88     -        80.21   (+/-2cm)     263.2    (feet)  VERTCON   
 HS0598  ___________________________________________________________________
 HS0598  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 HS0598  VERT ORDER  -  THIRD (See Below)
 HS0598
 HS0598.The horizontal coordinates were scaled from a topographic map and have
 HS0598.an estimated accuracy of +/- 6 seconds.
 HS0598
 HS0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0598.The vertical order pertains to the NGVD 29 superseded value.
 HS0598
 HS0598.The geoid height was determined by GEOID03.
 HS0598
 HS0598;                    North         East    Units  Estimated Accuracy
 HS0598;SPC CA 3     -   621,100.    1,927,240.      MT  (+/- 180 meters Scaled)
 HS0598
 HS0598                          SUPERSEDED SURVEY CONTROL
 HS0598
 HS0598  NGVD 29 (??/??/??)   79.44   (m)          260.6    (f) RESET       3  
 HS0598
 HS0598.Superseded values are not recommended for survey control.
 HS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0598.See file dsdata.txt to determine how the superseded data were derived.
 HS0598
 HS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG479614(NAD 83)
 HS0598_MARKER: DD = SURVEY DISK
 HS0598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0598_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0598_STAMPING: 28
 HS0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0598
 HS0598  HISTORY     - Date     Condition        Report By
 HS0598  HISTORY     - UNK      MONUMENTED       CADWR
 HS0598  HISTORY     - 1964     GOOD             NGS
 HS0598  HISTORY     - 1965     GOOD             NGS
 HS0598
 HS0598                          STATION DESCRIPTION
 HS0598
 HS0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0598'5.8 MI SW FROM VERNALIS.
 HS0598'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0598'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD,
 HS0598'THENCE 2.25 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE
 HS0598'DELTA-MENDOTA CANAL, THENCE 0.45 MILE WEST ALONG GAFFERY ROAD, THENCE
 HS0598'0.4 MILE SOUTH ALONG KOSTE ROAD, 10 1/2 FEET EAST OF THE CENTER
 HS0598'LINE OF THE ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 2.8 FEET NORTH
 HS0598'OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 HS0598'BOLTED ON THE TOP OF AN IRON PIPE PROJECTING 0.3 FOOT ABOVE THE
 HS0598'GROUND.
 HS0598
 HS0598                          STATION RECOVERY (1965)
 HS0598
 HS0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0485 ***********************************************************************
 HS0485  DESIGNATION -  28 CAHD
 HS0485  PID         -  HS0485
 HS0485  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0485  USGS QUAD   -  LATHROP (1987)
 HS0485
 HS0485                         *CURRENT SURVEY CONTROL
 HS0485  ___________________________________________________________________
 HS0485* NAD 83(1986)-  37 51 40.     (N)    121 16 48.     (W)     SCALED    
 HS0485* NAVD 88     -         5.34   (+/-2cm)      17.5    (feet)  VERTCON   
 HS0485  ___________________________________________________________________
 HS0485  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 HS0485  VERT ORDER  -  THIRD (See Below)
 HS0485
 HS0485.The horizontal coordinates were scaled from a topographic map and have
 HS0485.an estimated accuracy of +/- 6 seconds.
 HS0485
 HS0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0485.The vertical order pertains to the NGVD 29 superseded value.
 HS0485
 HS0485.The geoid height was determined by GEOID03.
 HS0485
 HS0485;                    North         East    Units  Estimated Accuracy
 HS0485;SPC CA 3     -   651,340.    1,931,370.      MT  (+/- 180 meters Scaled)
 HS0485
 HS0485                          SUPERSEDED SURVEY CONTROL
 HS0485
 HS0485  NGVD 29 (??/??/??)    4.64   (m)           15.2    (f) RESET       3  
 HS0485
 HS0485.Superseded values are not recommended for survey control.
 HS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0485.See file dsdata.txt to determine how the superseded data were derived.
 HS0485
 HS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG513917(NAD 83)
 HS0485_MARKER: DD = SURVEY DISK
 HS0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0485+STABILITY: SURFACE MOTION
 HS0485
 HS0485  HISTORY     - Date     Condition        Report By
 HS0485  HISTORY     - UNK      MONUMENTED       CADH
 HS0485  HISTORY     - 1959     GOOD             NGS
 HS0485
 HS0485                          STATION DESCRIPTION
 HS0485
 HS0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HS0485'1.6 MI S FROM FRENCH CAMP.
 HS0485'0.9 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 HS0485'THE LIGON AND COMPANY PACKING SHED (A FORMER STATION) AT FRENCH
 HS0485'CAMP, THENCE 0.75 MILE SOUTH ALONG U.S. HIGHWAY 50, 0.15 MILE
 HS0485'NORTH OF THE T JUNCTION OF BRIGGS AVENUE LEADING WEST, 1.55 MILE
 HS0485'SOUTH OF THE INTERSECTION OF MATHEWS ROAD, BETWEEN THE EAST AND
 HS0485'WEST TRAFFIC LANES OF THE HIGHWAY, 83 FEET WEST OF THE CENTER LINE
 HS0485'OF THE EAST TRAFFIC LANES, 36 FEET EAST OF THE CENTER LINE OF THE
 HS0485'WEST TRAFFIC LANES, 1.3 FEET NORTH OF A METAL STATION MARKER
 HS0485'PAINTED MON 28, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 HS0485'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2182 ***********************************************************************
 EW2182  DESIGNATION -  28 F C OF LA
 EW2182  PID         -  EW2182
 EW2182  STATE/COUNTY-  CA/LOS ANGELES
 EW2182  USGS QUAD   -  BURBANK (1994)
 EW2182
 EW2182                         *CURRENT SURVEY CONTROL
 EW2182  ___________________________________________________________________
 EW2182* NAD 83(1986)-  34 14 50.     (N)    118 16 47.     (W)     SCALED    
 EW2182* NAVD 88     -       555.561  (meters)    1822.70   (feet)  READJUSTED
 EW2182  ___________________________________________________________________
 EW2182  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EW2182  DYNAMIC HT  -         554.940 (meters)    1820.67  (feet)  COMP
 EW2182  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 EW2182
 EW2182  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2182
 EW2182.The horizontal coordinates were scaled from a topographic map and have
 EW2182.an estimated accuracy of +/- 6 seconds.
 EW2182
 EW2182.The orthometric height was determined by differential leveling
 EW2182.and adjusted in September 2004.
 EW2182.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2182.distribution rate of 1.1 thru 2.0 mm/km.
 EW2182.The height was derived from older observations constrained to new
 EW2182.heights in a crustal motion area.  The height is approximate in
 EW2182.relation to other heights in its vicinity.
 EW2182
 EW2182.The geoid height was determined by GEOID03.
 EW2182
 EW2182.The dynamic height is computed by dividing the NAVD 88
 EW2182.geopotential number by the normal gravity value computed on the
 EW2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2182.degrees latitude (g = 980.6199 gals.).
 EW2182
 EW2182.The modeled gravity was interpolated from observed gravity values.
 EW2182
 EW2182;                    North         East    Units  Estimated Accuracy
 EW2182;SPC CA 5     -   582,920.    1,974,230.      MT  (+/- 180 meters Scaled)
 EW2182
 EW2182                          SUPERSEDED SURVEY CONTROL
 EW2182
 EW2182  NGVD 29 (??/??/92)  554.474  (m)         1819.14   (f) ADJ UNCH    1 1
 EW2182
 EW2182.Superseded values are not recommended for survey control.
 EW2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2182.See file dsdata.txt to determine how the superseded data were derived.
 EW2182
 EW2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821903(NAD 83)
 EW2182_MARKER: DD = SURVEY DISK
 EW2182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2182_SP_SET: MONUMENT
 EW2182_STAMPING: 28-F
 EW2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2182
 EW2182  HISTORY     - Date     Condition        Report By
 EW2182  HISTORY     - UNK      MONUMENTED       CA1980
 EW2182  HISTORY     - 1968     GOOD             CA1980
 EW2182  HISTORY     - 1971     GOOD             CA1980
 EW2182
 EW2182                          STATION DESCRIPTION
 EW2182
 EW2182'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2182'IN LOS ANGELES.
 EW2182'STANDARD BENCH MARK BRASS DISC IN 8-INCH DIAMETER CONCRETE
 EW2182'MONUMENT, 2 FEET NORTH OF THE NORTH CURB LINE OF FOOTHILL
 EW2182'BOULEVARD, 96 FEET WEST OF HAINES CANYON AVENUE.
 EW2182
 EW2182                          STATION RECOVERY (1971)
 EW2182
 EW2182'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2223 ***********************************************************************
 EV2223  DESIGNATION -  28 FMK
 EV2223  PID         -  EV2223
 EV2223  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2223  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2223
 EV2223                         *CURRENT SURVEY CONTROL
 EV2223  ___________________________________________________________________
 EV2223* NAD 83(1986)-  34 59 40.     (N)    117 35 40.     (W)     SCALED    
 EV2223* NAVD 88     -       763.944  (meters)    2506.37   (feet)  ADJUSTED  
 EV2223  ___________________________________________________________________
 EV2223  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2223  DYNAMIC HT  -         763.082 (meters)    2503.54  (feet)  COMP
 EV2223  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 EV2223
 EV2223  VERT ORDER  -  FIRST     CLASS I
 EV2223
 EV2223.The horizontal coordinates were scaled from a topographic map and have
 EV2223.an estimated accuracy of +/- 6 seconds.
 EV2223
 EV2223.The orthometric height was determined by differential leveling
 EV2223.and adjusted in June 1991.
 EV2223
 EV2223.The geoid height was determined by GEOID03.
 EV2223
 EV2223.The dynamic height is computed by dividing the NAVD 88
 EV2223.geopotential number by the normal gravity value computed on the
 EV2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2223.degrees latitude (g = 980.6199 gals.).
 EV2223
 EV2223.The modeled gravity was interpolated from observed gravity values.
 EV2223
 EV2223;                    North         East    Units  Estimated Accuracy
 EV2223;SPC CA 5     -   665,850.    2,037,020.      MT  (+/- 180 meters Scaled)
 EV2223
 EV2223                          SUPERSEDED SURVEY CONTROL
 EV2223
 EV2223  NGVD 29 (??/??/92)  763.147  (m)         2503.76   (f) ADJ UNCH    1 1
 EV2223
 EV2223.Superseded values are not recommended for survey control.
 EV2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2223.See file dsdata.txt to determine how the superseded data were derived.
 EV2223
 EV2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU457725(NAD 83)
 EV2223_MARKER: DD = SURVEY DISK
 EV2223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2223_SP_SET: 10 FEET
 EV2223_STAMPING: 28 FMK 1973
 EV2223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2223
 EV2223  HISTORY     - Date     Condition        Report By
 EV2223  HISTORY     - 1973     MONUMENTED       USGS
 EV2223  HISTORY     - 1974     GOOD             NGS
 EV2223  HISTORY     - 1977     GOOD             NGS
 EV2223
 EV2223                          STATION DESCRIPTION
 EV2223
 EV2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2223'3.2 MI E FROM BORON.
 EV2223'3.25 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2223'FROM THE STATION AT BORON, 7 POLES EAST OF MILEPOST 781, 44.0
 EV2223'FEET SOUTH OF THE SOUTH RAIL, 13 FEET SOUTH OF THE CENTER LINE OF
 EV2223'A TRACK ROAD, 4 FEET SOUTH OF TELEPHONE POLE 190-27, 1.5 FEET
 EV2223'WEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK,
 EV2223'A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF
 EV2223'10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 EV2223'PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 2, T10N,
 EV2223'R7W
 EV2223
 EV2223                          STATION RECOVERY (1977)
 EV2223
 EV2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI4535 ***********************************************************************
 AI4535  DESIGNATION -  28 JRH
 AI4535  PID         -  AI4535
 AI4535  STATE/COUNTY-  CA/SAN DIEGO
 AI4535  USGS QUAD   -  EARTHQUAKE VALLEY (1959)
 AI4535
 AI4535                         *CURRENT SURVEY CONTROL
 AI4535  ___________________________________________________________________
 AI4535* NAD 83(1986)-  33 01 18.     (N)    116 25 20.     (W)     SCALED    
 AI4535* NAVD 88     -       805.920  (meters)    2644.09   (feet)  ADJUSTED  
 AI4535  ___________________________________________________________________
 AI4535  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 AI4535  DYNAMIC HT  -         804.898 (meters)    2640.74  (feet)  COMP
 AI4535  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 AI4535
 AI4535  VERT ORDER  -  THIRD
 AI4535
 AI4535.The horizontal coordinates were scaled from a topographic map and have
 AI4535.an estimated accuracy of +/- 6 seconds.
 AI4535
 AI4535.The orthometric height was determined by differential leveling
 AI4535.and adjusted in May 2000.
 AI4535
 AI4535.The geoid height was determined by GEOID03.
 AI4535
 AI4535.The dynamic height is computed by dividing the NAVD 88
 AI4535.geopotential number by the normal gravity value computed on the
 AI4535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4535.degrees latitude (g = 980.6199 gals.).
 AI4535
 AI4535.The modeled gravity was interpolated from observed gravity values.
 AI4535
 AI4535;                    North         East    Units  Estimated Accuracy
 AI4535;SPC CA 6     -   594,840.    1,983,910.      MT  (+/- 180 meters Scaled)
 AI4535
 AI4535                          SUPERSEDED SURVEY CONTROL
 AI4535
 AI4535.No superseded survey control is available for this station.
 AI4535
 AI4535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS539538(NAD 83)
 AI4535_MARKER: DB = BENCH MARK DISK
 AI4535_SETTING: 66 = SET IN ROCK OUTCROP
 AI4535_STAMPING: 28 JRH 1957 2642
 AI4535_MARK LOGO: USGS  
 AI4535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI4535+STABILITY: POSITION/ELEVATION WELL
 AI4535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4535+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2008
 AI4535
 AI4535  HISTORY     - Date     Condition        Report By
 AI4535  HISTORY     - 1957     MONUMENTED       USGS
 AI4535  HISTORY     - 19950501 GOOD             CADT
 AI4535  HISTORY     - 20080210 GOOD             INDIV
 AI4535
 AI4535                          STATION DESCRIPTION
 AI4535
 AI4535'DESCRIBED BY CALTRANS 1995 (ATD)
 AI4535'THE STATION IS LOCATED 10.8 MI (17.4 KM) EAST OF JULIAN, 6.0 MI (9.7
 AI4535'KM) SOUTH SOUTHEAST OF THE JUNCTION OF STATE ROUTE 78 AND COUNTY ROUTE
 AI4535'S-2, KNOWN LOCALLY AS SCISSORS CROSSING, ON THE NORTH SIDE OF ROUTE
 AI4535'S-2 AT POST MILE 24.4. TO REACH FROM THE JUNCTION OF STATE ROUTE 78
 AI4535'AND COUNTY ROUTE S-2, DRIVE SOUTHEAST ON S-2 FOR 5.9 MI (9.5 KM) TO A
 AI4535'CURVE TO THE RIGHT IN A NARROW PASS.  CONTINUE SOUTHWEST THEN WEST ON
 AI4535'S-2 INTO BLAIR VALLEY FOR 1.5 MI (2.4 KM) TO THE END OF A CURVE IN THE
 AI4535'ROAD TO THE RIGHT AND THE STATION MARK ON THE RIGHT, NORTH. THE
 AI4535'STATION MARK IS SET IN THE SOUTH SLOPE OF A HILL 68 FT (20.7 M) NORTH
 AI4535'OF THE CENTERLINE OF THE ROAD, 30 FT (9.1 M) NORTH OF A METAL WITNESS
 AI4535'POST, ABOUT 14.2 FT (4.3 M) ABOVE THE ROAD. THE STATION WAS LEVELED TO
 AI4535'BY CADT AS A PART OF THE 1995 PERIPERAL RUN IN SAN DIEGO COUNTY TO
 AI4535'ESTABLISH NAVD 1988.
 AI4535
 AI4535                          STATION RECOVERY (2008)
 AI4535
 AI4535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 AI4535'FOUND AT N33 01.176 W116 25.278
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0333 ***********************************************************************
 LV0333  DESIGNATION -  28 RS RESET 1967
 LV0333  PID         -  LV0333
 LV0333  STATE/COUNTY-  CA/HUMBOLDT
 LV0333  USGS QUAD   -  HYDESVILLE (1979)
 LV0333
 LV0333                         *CURRENT SURVEY CONTROL
 LV0333  ___________________________________________________________________
 LV0333* NAD 83(1986)-  40 32 14.     (N)    124 03 48.     (W)     SCALED    
 LV0333* NAVD 88     -        38.91   (+/-2cm)     127.7    (feet)  VERTCON   
 LV0333  ___________________________________________________________________
 LV0333  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LV0333  VERT ORDER  -  THIRD (See Below)
 LV0333
 LV0333.The horizontal coordinates were scaled from a topographic map and have
 LV0333.an estimated accuracy of +/- 6 seconds.
 LV0333
 LV0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0333.The vertical order pertains to the NGVD 29 superseded value.
 LV0333
 LV0333.The geoid height was determined by GEOID03.
 LV0333
 LV0333;                    North         East    Units  Estimated Accuracy
 LV0333;SPC CA 1     -   635,730.    1,825,230.      MT  (+/- 180 meters Scaled)
 LV0333
 LV0333                          SUPERSEDED SURVEY CONTROL
 LV0333
 LV0333  NGVD 29 (??/??/??)   37.92   (m)          124.4    (f) RESET       3  
 LV0333
 LV0333.Superseded values are not recommended for survey control.
 LV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0333.See file dsdata.txt to determine how the superseded data were derived.
 LV0333
 LV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK099879(NAD 83)
 LV0333_MARKER: DD = SURVEY DISK
 LV0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0333_SP_SET: BRIDGE
 LV0333_STAMPING: 28 RS USGS RESET 1967
 LV0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0333
 LV0333  HISTORY     - Date     Condition        Report By
 LV0333  HISTORY     - 1967     MONUMENTED       CADH
 LV0333
 LV0333                          STATION DESCRIPTION
 LV0333
 LV0333'DESCRIBED BY CA DIV OF HIGHWAYS 1967
 LV0333'1.9 MI E FROM HYDESVILLE.
 LV0333'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 36 FROM THE SCHOOL AT
 LV0333'HYDESVILLE, AT THE WEST END OF A RAILROAD BRIDGE OVER YAGER CREEK,
 LV0333'12 FEET NORTH OF THE CENTER LINE OF THE TRACKS, AND SET IN THE
 LV0333'TOP OF THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0332 ***********************************************************************
 LV0332  DESIGNATION -  28 RS USGS
 LV0332  PID         -  LV0332
 LV0332  STATE/COUNTY-  CA/HUMBOLDT
 LV0332  USGS QUAD   -  HYDESVILLE (1979)
 LV0332
 LV0332                         *CURRENT SURVEY CONTROL
 LV0332  ___________________________________________________________________
 LV0332* NAD 83(1986)-  40 32 13.     (N)    124 03 48.     (W)     SCALED    
 LV0332* NAVD 88     -        40.28   (+/-2cm)     132.2    (feet)  VERTCON   
 LV0332  ___________________________________________________________________
 LV0332  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LV0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LV0332
 LV0332.The horizontal coordinates were scaled from a topographic map and have
 LV0332.an estimated accuracy of +/- 6 seconds.
 LV0332
 LV0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0332.The vertical order pertains to the NGVD 29 superseded value.
 LV0332
 LV0332.The geoid height was determined by GEOID03.
 LV0332
 LV0332;                    North         East    Units  Estimated Accuracy
 LV0332;SPC CA 1     -   635,700.    1,825,220.      MT  (+/- 180 meters Scaled)
 LV0332
 LV0332                          SUPERSEDED SURVEY CONTROL
 LV0332
 LV0332  NGVD 29 (??/??/??)   39.294  (m)          128.92   (f) ADJUSTED    2 0
 LV0332
 LV0332.Superseded values are not recommended for survey control.
 LV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0332.See file dsdata.txt to determine how the superseded data were derived.
 LV0332
 LV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK099878(NAD 83)
 LV0332_MARKER: DD = SURVEY DISK
 LV0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0332_SP_SET: PIER
 LV0332_STAMPING: 28 RS 1933
 LV0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0332
 LV0332  HISTORY     - Date     Condition        Report By
 LV0332  HISTORY     - 1933     MONUMENTED       CGS
 LV0332  HISTORY     - 1953     GOOD             NGS
 LV0332
 LV0332                          STATION DESCRIPTION
 LV0332
 LV0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LV0332'1.9 MI E FROM HYDESVILLE.
 LV0332'1.9 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PUBLIC SCHOOL AT
 LV0332'HYDESVILLE, HUMBOLDT COUNTY, AT A BRIDGE OVER YAGER CREEK (A
 LV0332'TRIBUTARY TO VAN DUZEN RIVER), IN THE TOP OF THE NORTH END OF THE
 LV0332'WEST PIER OF FOUR PIERS, AND 12.5 FEET NORTH OF THE CENTERLINE
 LV0332'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LV0332'STAMPED 28 RS 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1454 ***********************************************************************
 DX1454  DESIGNATION -  28 SB
 DX1454  PID         -  DX1454
 DX1454  STATE/COUNTY-  CA/SAN DIEGO
 DX1454  USGS QUAD   -  SAN CLEMENTE (1975)
 DX1454
 DX1454                         *CURRENT SURVEY CONTROL
 DX1454  ___________________________________________________________________
 DX1454* NAD 83(1986)-  33 22 47.     (N)    117 34 35.     (W)     SCALED    
 DX1454* NAVD 88     -         9.37   (+/-2cm)      30.7    (feet)  VERTCON   
 DX1454  ___________________________________________________________________
 DX1454  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DX1454  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1454
 DX1454.The horizontal coordinates were scaled from a topographic map and have
 DX1454.an estimated accuracy of +/- 6 seconds.
 DX1454
 DX1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1454.The vertical order pertains to the NGVD 29 superseded value.
 DX1454
 DX1454.The geoid height was determined by GEOID03.
 DX1454
 DX1454;                    North         East    Units  Estimated Accuracy
 DX1454;SPC CA 6     -   635,320.    1,876,590.      MT  (+/- 180 meters Scaled)
 DX1454
 DX1454                          SUPERSEDED SURVEY CONTROL
 DX1454
 DX1454  NGVD 29 (??/??/??)    8.676  (m)           28.46   (f) ADJUSTED    1 1
 DX1454
 DX1454.Superseded values are not recommended for survey control.
 DX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1454.See file dsdata.txt to determine how the superseded data were derived.
 DX1454
 DX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS463935(NAD 83)
 DX1454_MARKER: R = RIVET
 DX1454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1454_STAMPING: 28 S B
 DX1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1454
 DX1454  HISTORY     - Date     Condition        Report By
 DX1454  HISTORY     - UNK      MONUMENTED       USGS
 DX1454  HISTORY     - 1955     GOOD             NGS
 DX1454  HISTORY     - 1968     GOOD             CA-073
 DX1454  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX1454
 DX1454                          STATION DESCRIPTION
 DX1454
 DX1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1454'AT SAN ONOFRE.
 DX1454'AT SAN ONOFRE, ABOUT 0.15 MILE WEST ALONG THE ATCHISON, TOPEKA
 DX1454'AND SANTA FE RAILWAY FROM THE SIGN BOARD AND SECTION HOUSE,
 DX1454'159 1/2 FEET EAST OF THE EAST END OF WOODEN BRIDGE A 209,
 DX1454'49 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE 3RD. PALM
 DX1454'TREE EAST OF THE WEST END OF A ROW OF PALM TREES, 13.2 FEET
 DX1454'NORTH OF THE NORTH RAIL, ABOUT LEVEL WITH THE TRACK, RIVETED ON
 DX1454'THE TOP OF A 2 1/2-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE
 DX1454'AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE-- THE CAP IS
 DX1454'CONCAVE.  THE ROD WAS HELD BETWEEN THE LETTER Y OF THE WORK SURVEY
 DX1454'AND U OF U.S.
 DX1454
 DX1454                          STATION RECOVERY (1968)
 DX1454
 DX1454'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX1454'RECOVERED IN GOOD CONDITION.
 DX1454
 DX1454                          STATION RECOVERY (1978)
 DX1454
 DX1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0195 ***********************************************************************
 DY0195  DESIGNATION -  28 USN
 DY0195  PID         -  DY0195
 DY0195  STATE/COUNTY-  CA/LOS ANGELES
 DY0195  USGS QUAD   -  LONG BEACH (1981)
 DY0195
 DY0195                         *CURRENT SURVEY CONTROL
 DY0195  ___________________________________________________________________
 DY0195* NAD 83(1986)-  33 45 06.     (N)    118 14 59.     (W)     SCALED    
 DY0195* NAVD 88     -         4.24   (+/-2cm)      13.9    (feet)  VERTCON   
 DY0195  ___________________________________________________________________
 DY0195  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0195  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0195
 DY0195.The horizontal coordinates were scaled from a topographic map and have
 DY0195.an estimated accuracy of +/- 6 seconds.
 DY0195
 DY0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0195.The vertical order pertains to the NGVD 29 superseded value.
 DY0195
 DY0195.The geoid height was determined by GEOID03.
 DY0195
 DY0195;                    North         East    Units  Estimated Accuracy
 DY0195;SPC CA 5     -   527,950.    1,976,860.      MT  (+/- 180 meters Scaled)
 DY0195
 DY0195                          SUPERSEDED SURVEY CONTROL
 DY0195
 DY0195  NGVD 29 (??/??/92)    3.443  (m)           11.30   (f) ADJ UNCH    1 2
 DY0195
 DY0195.Superseded values are not recommended for survey control.
 DY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0195.See file dsdata.txt to determine how the superseded data were derived.
 DY0195
 DY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT842353(NAD 83)
 DY0195_MARKER: Z = SEE DESCRIPTION
 DY0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0195_SP_SET: CURB
 DY0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0195
 DY0195  HISTORY     - Date     Condition        Report By
 DY0195  HISTORY     - UNK      MONUMENTED       DOD
 DY0195  HISTORY     - 1949     GOOD             NGS
 DY0195  HISTORY     - 1954     GOOD             NGS
 DY0195
 DY0195                          STATION DESCRIPTION
 DY0195
 DY0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0195'AT LONG BEACH.
 DY0195'AT LONG BEACH, ON TERMINAL ISLAND, AT THE INTERSECTION OF AVENUE
 DY0195'C AND FIRST STREET OF ROOSEVELT NAVY BASE, 106 FEET SOUTHEAST
 DY0195'OF THE SOUTHEAST CURB OF AVENUE C, 2.2 FEET SOUTH OF THE CENTER
 DY0195'OF FIRE HYDRANT 103/8, AND SET IN TOP OF THE NORTHEAST CURB
 DY0195'OF FIRST STREET.
 DY0195
 DY0195                          STATION RECOVERY (1954)
 DY0195
 DY0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5202 ***********************************************************************
 HS5202  DESIGNATION -  28 WLS
 HS5202  PID         -  HS5202
 HS5202  STATE/COUNTY-  CA/SANTA CRUZ
 HS5202  USGS QUAD   -  LAUREL (1994)
 HS5202
 HS5202                         *CURRENT SURVEY CONTROL
 HS5202  ___________________________________________________________________
 HS5202* NAD 83(1986)-  37 05 41.     (N)    121 57 01.     (W)     SCALED    
 HS5202* NAVD 88     -       340.034  (meters)    1115.59   (feet)  ADJUSTED  
 HS5202  ___________________________________________________________________
 HS5202  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HS5202  DYNAMIC HT  -         339.768 (meters)    1114.72  (feet)  COMP
 HS5202  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 HS5202
 HS5202  VERT ORDER  -  FIRST     CLASS II
 HS5202
 HS5202.The horizontal coordinates were scaled from a topographic map and have
 HS5202.an estimated accuracy of +/- 6 seconds.
 HS5202
 HS5202.The orthometric height was determined by differential leveling
 HS5202.and adjusted in February 1993.
 HS5202
 HS5202.The geoid height was determined by GEOID03.
 HS5202
 HS5202.The dynamic height is computed by dividing the NAVD 88
 HS5202.geopotential number by the normal gravity value computed on the
 HS5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5202.degrees latitude (g = 980.6199 gals.).
 HS5202
 HS5202.The modeled gravity was interpolated from observed gravity values.
 HS5202
 HS5202;                    North         East    Units  Estimated Accuracy
 HS5202;SPC CA 3     -   567,000.    1,871,080.      MT  (+/- 180 meters Scaled)
 HS5202
 HS5202                          SUPERSEDED SURVEY CONTROL
 HS5202
 HS5202  NAVD 88 (02/04/93)  340.020  (m)         1115.55   (f) UNKNOWN     1 2
 HS5202  NGVD 29 (10/21/93)  339.182  (m)         1112.80   (f) ADJUSTED    1 2
 HS5202
 HS5202.Superseded values are not recommended for survey control.
 HS5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5202.See file dsdata.txt to determine how the superseded data were derived.
 HS5202
 HS5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG932058(NAD 83)
 HS5202_MARKER: DB = BENCH MARK DISK
 HS5202_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HS5202_SP_SET: PREFAB CONC. POST IN EARTH
 HS5202_STAMPING: 28 WLS 1953 1111
 HS5202_MARK LOGO: USGS  
 HS5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5202+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 HS5202
 HS5202  HISTORY     - Date     Condition        Report By
 HS5202  HISTORY     - 1953     MONUMENTED       USGS
 HS5202  HISTORY     - 19900228 GOOD             NGS
 HS5202  HISTORY     - 19921102 GOOD             NGS
 HS5202
 HS5202                          STATION DESCRIPTION
 HS5202
 HS5202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5202'13.5 KM (8.39 MI) NORTHERLY ALONG SOQUEL-SAN JOSE ROAD FROM ITS
 HS5202'JUNCTION WITH SOQUEL DRIVE IN SOQUEL, 25.0 M (82.02 FT) SOUTHWEST OF
 HS5202'UTILITY POLE NUMBER 36217, 11.0 M (36.09 FT) NORTHWEST OF THE
 HS5202'CENTERLINE OF THE ROAD, 0.6 M (1.97 FT) NORTHEAST OF A 4 BY 4-INCH
 HS5202'WOOD POST, 0.6 M (1.97 FT) ABOVE THE LEVEL OF THE ROAD, 0.1 M
 HS5202'(0.33 FT) SOUTHEAST OF A WITNESS POST, AND IN A CONCRETE MONUMENT
 HS5202'THAT PROJECTS 0.14 M (0.46 FT) ABOVE THE GROUND SURFACE.
 HS5202
 HS5202                          STATION RECOVERY (1992)
 HS5202
 HS5202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HS5202'13.9 KM (8.65 MI) NORTHERLY ALONG SOQUEL-SAN JOSE ROAD FROM THE
 HS5202'JUNCTION OF STATE HIGHWAY 1 IN SOQUEL, AT THE NORTH END OF A TURN OUT
 HS5202'ON THE OUTSIDE OF THE CURVE, 25.0 M (82.0 FT) SOUTHWEST OF UTILITY
 HS5202'POLE NUMBER 36217, 11.0 M (36.1 FT) NORTHWEST OF THE CENTERLINE OF
 HS5202'THE ROAD, 0.6 M (2.0 FT) NORTHEAST OF A 4 BY 4-INCH POST, 0.6 M (2.0
 HS5202'FT) ABOVE THE LEVEL OF THE ROAD, 0.1 M (0.3 FT) SOUTHEAST OF A
 HS5202'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 HS5202'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0914 ***********************************************************************
 DY0914  DESIGNATION -  28+00 USE
 DY0914  PID         -  DY0914
 DY0914  STATE/COUNTY-  CA/ORANGE
 DY0914  USGS QUAD   -  SEAL BEACH (1981)
 DY0914
 DY0914                         *CURRENT SURVEY CONTROL
 DY0914  ___________________________________________________________________
 DY0914* NAD 83(1986)-  33 43 57.     (N)    118 05 26.     (W)     SCALED    
 DY0914* NAVD 88     -         3.86   (+/-2cm)      12.7    (feet)  VERTCON   
 DY0914  ___________________________________________________________________
 DY0914  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0914  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0914
 DY0914.The horizontal coordinates were scaled from a topographic map and have
 DY0914.an estimated accuracy of +/- 6 seconds.
 DY0914
 DY0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0914.The vertical order pertains to the NGVD 29 superseded value.
 DY0914
 DY0914.The geoid height was determined by GEOID03.
 DY0914
 DY0914;                    North         East    Units  Estimated Accuracy
 DY0914;SPC CA 6     -   675,160.    1,829,440.      MT  (+/- 180 meters Scaled)
 DY0914
 DY0914                          SUPERSEDED SURVEY CONTROL
 DY0914
 DY0914  NGVD 29 (??/??/92)    3.138  (m)           10.30   (f) ADJ UNCH    1 2
 DY0914
 DY0914.Superseded values are not recommended for survey control.
 DY0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0914.See file dsdata.txt to determine how the superseded data were derived.
 DY0914
 DY0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT989330(NAD 83)
 DY0914_MARKER: P = PIPE CAP
 DY0914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0914_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0914_STAMPING: 28+00 USCE 196
 DY0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0914
 DY0914  HISTORY     - Date     Condition        Report By
 DY0914  HISTORY     - UNK      MONUMENTED       DOD
 DY0914  HISTORY     - 1965     GOOD             NGS
 DY0914  HISTORY     - 1968     GOOD             NGS
 DY0914
 DY0914                          STATION DESCRIPTION
 DY0914
 DY0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0914'1 MI NW FROM SUNSET BEACH.
 DY0914'0.7 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY FROM THE WATER
 DY0914'TANK AT SUNSET BEACH TO AN ABANDONED BRIDGE ACROSS ANAHEIM BAY,
 DY0914'THENCE 0.3 MILE WEST AND NORTHWEST ALONG THE TOP OF A JETTY,
 DY0914'44 FEET SOUTH OF THE NORTH EDGE OF THE JETTY, 18 FEET SOUTH OF
 DY0914'THE CENTER OF A TRACK ROAD, A BRASS CAP SCREWED TO THE TOP OF A
 DY0914'2-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 DY0914'GROUND.  NOTE-- ROD WAS HELD ON THE EDGE OF THE CAP AT THE 1 IN
 DY0914'196.
 DY0914
 DY0914                          STATION RECOVERY (1968)
 DY0914
 DY0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DY0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0604 ***********************************************************************
 HS0604  DESIGNATION -  28.27 USBR
 HS0604  PID         -  HS0604
 HS0604  STATE/COUNTY-  CA/STANISLAUS
 HS0604  USGS QUAD   -  SOLYO (1991)
 HS0604
 HS0604                         *CURRENT SURVEY CONTROL
 HS0604  ___________________________________________________________________
 HS0604* NAD 83(1986)-  37 34 36.     (N)    121 17 14.     (W)     SCALED    
 HS0604* NAVD 88     -        58.35   (+/-2cm)     191.4    (feet)  VERTCON   
 HS0604  ___________________________________________________________________
 HS0604  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HS0604  VERT ORDER  -  THIRD (See Below)
 HS0604
 HS0604.The horizontal coordinates were scaled from a topographic map and have
 HS0604.an estimated accuracy of +/- 6 seconds.
 HS0604
 HS0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0604.The vertical order pertains to the NGVD 29 superseded value.
 HS0604
 HS0604.The geoid height was determined by GEOID03.
 HS0604
 HS0604;                    North         East    Units  Estimated Accuracy
 HS0604;SPC CA 3     -   619,780.    1,930,470.      MT  (+/- 180 meters Scaled)
 HS0604
 HS0604                          SUPERSEDED SURVEY CONTROL
 HS0604
 HS0604  NGVD 29 (??/??/??)   57.59   (m)          188.9    (f) RESET       3  
 HS0604
 HS0604.Superseded values are not recommended for survey control.
 HS0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0604.See file dsdata.txt to determine how the superseded data were derived.
 HS0604
 HS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG512602(NAD 83)
 HS0604_MARKER: DD = SURVEY DISK
 HS0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0604_SP_SET: CURB
 HS0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0604
 HS0604  HISTORY     - Date     Condition        Report By
 HS0604  HISTORY     - UNK      MONUMENTED       BOR
 HS0604  HISTORY     - 1961     GOOD             NGS
 HS0604  HISTORY     - 1964     GOOD             NGS
 HS0604
 HS0604                          STATION DESCRIPTION
 HS0604
 HS0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0604'7 MI S FROM VERNALIS.
 HS0604'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0604'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD,
 HS0604'THENCE 4.35 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE
 HS0604'DELTA-MENDOTA CANAL, AT THE CROSSING OF WELTY ROAD, IN THE TOP OF
 HS0604'THE CENTER OF THE EAST CONCRETE CURB OF WELTY ROAD BRIDGE B F 28.27
 HS0604'ACROSS THE CANAL, 13 FEET EAST OF THE CENTER LINE OF WELTY ROAD,
 HS0604'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  NOTE-- THIS MARK MAY ALSO
 HS0604'BE REACHED FROM THE POST OFFICE AT VERNALIS BY GOING 3.7 MILES
 HS0604'SOUTH ALONG WELTY ROAD.
 HS0604
 HS0604                          STATION RECOVERY (1964)
 HS0604
 HS0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1314 ***********************************************************************
 JS1314  DESIGNATION -  28.28 EBMUD
 JS1314  PID         -  JS1314
 JS1314  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1314  USGS QUAD   -  LODI SOUTH (1976)
 JS1314
 JS1314                         *CURRENT SURVEY CONTROL
 JS1314  ___________________________________________________________________
 JS1314* NAD 83(1986)-  38 00 48.     (N)    121 16 49.     (W)     SCALED    
 JS1314* NAVD 88     -         8.771  (meters)      28.78   (feet)  ADJUSTED  
 JS1314  ___________________________________________________________________
 JS1314  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JS1314  DYNAMIC HT  -           8.765 (meters)      28.76  (feet)  COMP
 JS1314  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JS1314
 JS1314  VERT ORDER  -  FIRST     CLASS II
 JS1314
 JS1314.The horizontal coordinates were scaled from a topographic map and have
 JS1314.an estimated accuracy of +/- 6 seconds.
 JS1314
 JS1314.The orthometric height was determined by differential leveling
 JS1314.and adjusted in June 1991.
 JS1314
 JS1314.The geoid height was determined by GEOID03.
 JS1314
 JS1314.The dynamic height is computed by dividing the NAVD 88
 JS1314.geopotential number by the normal gravity value computed on the
 JS1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1314.degrees latitude (g = 980.6199 gals.).
 JS1314
 JS1314.The modeled gravity was interpolated from observed gravity values.
 JS1314
 JS1314;                    North         East    Units  Estimated Accuracy
 JS1314;SPC CA 3     -   668,240.    1,931,480.      MT  (+/- 180 meters Scaled)
 JS1314
 JS1314                          SUPERSEDED SURVEY CONTROL
 JS1314
 JS1314  NGVD 29 (??/??/??)    8.34   (m)           27.4    (f) RESET       3  
 JS1314
 JS1314.Superseded values are not recommended for survey control.
 JS1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1314.See file dsdata.txt to determine how the superseded data were derived.
 JS1314
 JS1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH509086(NAD 83)
 JS1314_MARKER: DD = SURVEY DISK
 JS1314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JS1314_SP_SET: BRIDGE HEADWALL
 JS1314_STAMPING: 28.28 P 1620 + 17.90 H 1619 89.08
 JS1314_MARK LOGO: EBMUD 
 JS1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1314+STABILITY: SURFACE MOTION
 JS1314
 JS1314  HISTORY     - Date     Condition        Report By
 JS1314  HISTORY     - UNK      MONUMENTED       EBMUD
 JS1314  HISTORY     - 1951     GOOD             NGS
 JS1314  HISTORY     - 1962     GOOD             NGS
 JS1314  HISTORY     - 1987     GOOD             NGS
 JS1314
 JS1314                          STATION DESCRIPTION
 JS1314
 JS1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1314'3.9 MI N FROM STOCKTON.
 JS1314'3.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS1314'FROM THE STATION AT STOCKTON, 5 1/2 RAILS NORTH OF MILEPOLE
 JS1314'NO. 95, AT BRIDGE NO. 95.01 OVER THE EAST BAY MUNICIPAL UTILITY
 JS1314'DISTRICT PIPE LINE, IN THE TOP OF THE EAST HEAD WALL, 17.9
 JS1314'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 12.7 FEET SOUTH
 JS1314'OF THE NORTH END OF THE HEAD WALL, AND SET ABOUT ONE FOOT LOWER
 JS1314'THAN THE TOP OF THE RAIL.
 JS1314
 JS1314                          STATION RECOVERY (1962)
 JS1314
 JS1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JS1314'RECOVERED IN GOOD CONDITION.
 JS1314
 JS1314                          STATION RECOVERY (1987)
 JS1314
 JS1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JS1314'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 JS1314'ADD-- 0.8 KM (0.50 MI) SOUTH OF THE CROSSING OF HAMMER LANE AND THE
 JS1314'SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2793 ***********************************************************************
 EW2793  DESIGNATION -  2807 USGS
 EW2793  PID         -  EW2793
 EW2793  STATE/COUNTY-  CA/LOS ANGELES
 EW2793  USGS QUAD   -  WHITAKER PEAK (1988)
 EW2793
 EW2793                         *CURRENT SURVEY CONTROL
 EW2793  ___________________________________________________________________
 EW2793* NAD 83(1986)-  34 35 11.     (N)    118 40 42.     (W)     SCALED    
 EW2793* NAVD 88     -       856.48   (+/-2cm)    2810.0    (feet)  VERTCON   
 EW2793  ___________________________________________________________________
 EW2793  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EW2793  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2793
 EW2793.The horizontal coordinates were scaled from a topographic map and have
 EW2793.an estimated accuracy of +/- 6 seconds.
 EW2793
 EW2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2793.The vertical order pertains to the NGVD 29 superseded value.
 EW2793
 EW2793.The geoid height was determined by GEOID03.
 EW2793
 EW2793;                    North         East    Units  Estimated Accuracy
 EW2793;SPC CA 5     -   620,720.    1,937,770.      MT  (+/- 180 meters Scaled)
 EW2793
 EW2793                          SUPERSEDED SURVEY CONTROL
 EW2793
 EW2793  NGVD 29 (??/??/92)  855.633  (m)         2807.19   (f) ADJ UNCH    1 1
 EW2793
 EW2793.Superseded values are not recommended for survey control.
 EW2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2793.See file dsdata.txt to determine how the superseded data were derived.
 EW2793
 EW2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU460284(NAD 83)
 EW2793_MARKER: P = PIPE CAP
 EW2793_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW2793_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW2793_STAMPING: 2807 LA
 EW2793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2793
 EW2793  HISTORY     - Date     Condition        Report By
 EW2793  HISTORY     - UNK      MONUMENTED       USGS
 EW2793  HISTORY     - 1971     POOR             NGS
 EW2793
 EW2793                          STATION DESCRIPTION
 EW2793
 EW2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2793'9 MI N FROM CASTAIC.
 EW2793'8.95 MILES NORTH ALONG OLD RIDGE ROUTE HIGHWAY FROM CASTAIC
 EW2793'UNION SCHOOL AT CASTAIC, 0.1 MILE NORTH OF THE JUNCTION OF
 EW2793'FOREST SERVICE ROAD NO. 6N32, ON THE OUTSIDE AND NEAR THE CENTER
 EW2793'OF A LONG CURVE, 85 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 EW2793'THE HIGHWAY, AT THE JUNCTION OF A TRACK ROAD NORTHEAST, 22 FEET
 EW2793'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A
 EW2793'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED
 EW2793'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE
 EW2793'THE GROUND.  SEC 28, T6N, R17W.  NOTE-- THE PIPE IS SLIGHTLY
 EW2793'LOOSE AND HAS BEEN SHOT FULL OF HOLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0346 ***********************************************************************
 MX0346  DESIGNATION -  2812
 MX0346  PID         -  MX0346
 MX0346  STATE/COUNTY-  CA/SISKIYOU
 MX0346  USGS QUAD   -  GREENVIEW (1984)
 MX0346
 MX0346                         *CURRENT SURVEY CONTROL
 MX0346  ___________________________________________________________________
 MX0346* NAD 83(1986)-  41 33 03.     (N)    122 54 21.     (W)     SCALED    
 MX0346* NAVD 88     -       857.926  (meters)    2814.71   (feet)  ADJUSTED  
 MX0346  ___________________________________________________________________
 MX0346  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 MX0346  DYNAMIC HT  -         857.436 (meters)    2813.10  (feet)  COMP
 MX0346  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 MX0346
 MX0346  VERT ORDER  -  SECOND    CLASS 0
 MX0346
 MX0346.The horizontal coordinates were scaled from a topographic map and have
 MX0346.an estimated accuracy of +/- 6 seconds.
 MX0346
 MX0346.The orthometric height was determined by differential leveling
 MX0346.and adjusted in June 1991.
 MX0346
 MX0346.The geoid height was determined by GEOID03.
 MX0346
 MX0346.The dynamic height is computed by dividing the NAVD 88
 MX0346.geopotential number by the normal gravity value computed on the
 MX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0346.degrees latitude (g = 980.6199 gals.).
 MX0346
 MX0346.The modeled gravity was interpolated from observed gravity values.
 MX0346
 MX0346;                    North         East    Units  Estimated Accuracy
 MX0346;SPC CA 1     -   746,620.    1,924,430.      MT  (+/- 180 meters Scaled)
 MX0346
 MX0346                          SUPERSEDED SURVEY CONTROL
 MX0346
 MX0346  NGVD 29 (??/??/??)  856.911  (m)         2811.38   (f) ADJUSTED    2 0
 MX0346
 MX0346.Superseded values are not recommended for survey control.
 MX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0346.See file dsdata.txt to determine how the superseded data were derived.
 MX0346
 MX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL078999(NAD 83)
 MX0346_MARKER: DD = SURVEY DISK
 MX0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0346_SP_SET: BUILDING
 MX0346_STAMPING: 2812
 MX0346_MARK LOGO: USGS  
 MX0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0346
 MX0346  HISTORY     - Date     Condition        Report By
 MX0346  HISTORY     - UNK      MONUMENTED       USGS
 MX0346  HISTORY     - 1952     GOOD             CGS
 MX0346  HISTORY     - 20030910 MARK NOT FOUND   CADT
 MX0346
 MX0346                          STATION DESCRIPTION
 MX0346
 MX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0346'AT GREENVIEW.
 MX0346'AT GREENVIEW, AT THE GREENVIEW-SCOTT VALLEY GRANGE BUILDING,
 MX0346'SET VERTICALLY IN THE WEST FACE OF THE BUILDING AT ABOUT THE
 MX0346'CENTER OF THE WEST WALL BETWEEN THE WINDOWS, 29.5 FEET EAST OF
 MX0346'THE CENTER LINE OF THE ROAD, 24.5 FEET SOUTH OF B M S 198, 13.0
 MX0346'FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE BUILDING, AND
 MX0346'2.8 FEET HIGHER THAN THE CONCRETE PORCH FLOOR.
 MX0346
 MX0346                          STATION RECOVERY (2003)
 MX0346
 MX0346'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 MX0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0830 ***********************************************************************
 KS0830  DESIGNATION -  2812.3 USGS
 KS0830  PID         -  KS0830
 KS0830  STATE/COUNTY-  CA/NEVADA
 KS0830  USGS QUAD   -  GRASS VALLEY (1995)
 KS0830
 KS0830                         *CURRENT SURVEY CONTROL
 KS0830  ___________________________________________________________________
 KS0830* NAD 83(1986)-  39 14 35.     (N)    121 01 55.     (W)     SCALED    
 KS0830* NAVD 88     -       858.120  (meters)    2815.35   (feet)  ADJUSTED  
 KS0830  ___________________________________________________________________
 KS0830  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 KS0830  DYNAMIC HT  -         857.507 (meters)    2813.34  (feet)  COMP
 KS0830  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 KS0830
 KS0830  VERT ORDER  -  SECOND    CLASS 0
 KS0830
 KS0830.The horizontal coordinates were scaled from a topographic map and have
 KS0830.an estimated accuracy of +/- 6 seconds.
 KS0830
 KS0830.The orthometric height was determined by differential leveling
 KS0830.and adjusted in June 1991.
 KS0830
 KS0830.The geoid height was determined by GEOID03.
 KS0830
 KS0830.The dynamic height is computed by dividing the NAVD 88
 KS0830.geopotential number by the normal gravity value computed on the
 KS0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0830.degrees latitude (g = 980.6199 gals.).
 KS0830
 KS0830.The modeled gravity was interpolated from observed gravity values.
 KS0830
 KS0830;                    North         East    Units  Estimated Accuracy
 KS0830;SPC CA 2     -   675,430.    2,083,560.      MT  (+/- 180 meters Scaled)
 KS0830
 KS0830                          SUPERSEDED SURVEY CONTROL
 KS0830
 KS0830  NGVD 29 (??/??/??)  857.360  (m)         2812.86   (f) ADJUSTED    2 0
 KS0830
 KS0830.Superseded values are not recommended for survey control.
 KS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0830.See file dsdata.txt to determine how the superseded data were derived.
 KS0830
 KS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ698455(NAD 83)
 KS0830_MARKER: S = SPIKE
 KS0830_SETTING: 0 = UNSPECIFIED SETTING
 KS0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0830
 KS0830  HISTORY     - Date     Condition        Report By
 KS0830  HISTORY     - UNK      MONUMENTED       USGS
 KS0830  HISTORY     - 1934     GOOD             NGS
 KS0830  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0830
 KS0830                          STATION DESCRIPTION
 KS0830
 KS0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0830'1.7 MI S FROM NEVADA CITY.
 KS0830'1.7 MILES SOUTH ALONG STATE HIGHWAY 49 FROM NEVADA CITY, NEVADA
 KS0830'COUNTY, ON THE TOP OF THE FIRST HILL SOUTH OF NEVADA CITY, AT
 KS0830'THE JUNCTION OF THE ROAD LEADING SOUTH TO THE STANDARD OIL
 KS0830'CO. BULK STATION, AND IN THE SOUTH SIDE OF A 24-INCH PINE TREE.
 KS0830'A RAILROAD SPIKE.
 KS0830
 KS0830                          STATION RECOVERY (2004)
 KS0830
 KS0830'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0450 ***********************************************************************
 DC0450  DESIGNATION -  2818.2 USGS
 DC0450  PID         -  DC0450
 DC0450  STATE/COUNTY-  CA/SAN DIEGO
 DC0450  USGS QUAD   -  VIEJAS MOUNTAIN (1988)
 DC0450
 DC0450                         *CURRENT SURVEY CONTROL
 DC0450  ___________________________________________________________________
 DC0450* NAD 83(1986)-  32 50 17.     (N)    116 39 54.     (W)     SCALED    
 DC0450* NAVD 88     -       859.61   (+/-2cm)    2820.2    (feet)  VERTCON   
 DC0450  ___________________________________________________________________
 DC0450  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DC0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0450
 DC0450.The horizontal coordinates were scaled from a topographic map and have
 DC0450.an estimated accuracy of +/- 6 seconds.
 DC0450
 DC0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0450.The vertical order pertains to the NGVD 29 superseded value.
 DC0450
 DC0450.The geoid height was determined by GEOID03.
 DC0450
 DC0450;                    North         East    Units  Estimated Accuracy
 DC0450;SPC CA 6     -   574,540.    1,961,150.      MT  (+/- 180 meters Scaled)
 DC0450
 DC0450                          SUPERSEDED SURVEY CONTROL
 DC0450
 DC0450  NGVD 29 (??/??/??)  858.907  (m)         2817.93   (f) ADJUSTED    2 0
 DC0450
 DC0450.Superseded values are not recommended for survey control.
 DC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0450.See file dsdata.txt to determine how the superseded data were derived.
 DC0450
 DC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS313333(NAD 83)
 DC0450_MARKER: Q = CHISELED SQUARE
 DC0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0450_SP_SET: CULVERT
 DC0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0450
 DC0450  HISTORY     - Date     Condition        Report By
 DC0450  HISTORY     - UNK      MONUMENTED       USGS
 DC0450  HISTORY     - 1944     GOOD             NGS
 DC0450
 DC0450                          STATION DESCRIPTION
 DC0450
 DC0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0450'6.2 MI E FROM ALPINE.
 DC0450'6.2 MILES EAST ALONG STATE HIGHWAY NO. 80 FROM THE POST OFFICE
 DC0450'AT ALPINE, CUT IN THE CENTER OF THE NORTH HEADWALL OF CULVERT
 DC0450'NO. 334 + 50, 58 FEET NORTHEAST OF BENCH MARK Z-735, 21 FEET
 DC0450'NORTH OF THE CENTER-LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7475 ***********************************************************************
 EW7475  DESIGNATION -  2819
 EW7475  PID         -  EW7475
 EW7475  STATE/COUNTY-  CA/LOS ANGELES
 EW7475  USGS QUAD   -  POINT DUME (1995)
 EW7475
 EW7475                         *CURRENT SURVEY CONTROL
 EW7475  ___________________________________________________________________
 EW7475* NAD 83(1992)-  34 05 08.49045(N)    118 47 08.46705(W)     ADJUSTED  
 EW7475* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 EW7475  ___________________________________________________________________
 EW7475  EPOCH DATE  -        1991.35
 EW7475  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EW7475  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW7475  HORZ ORDER  -  SECOND
 EW7475
 EW7475.The horizontal coordinates were established by classical geodetic methods
 EW7475.and adjusted by the National Geodetic Survey in June 1996.
 EW7475.The horizontal coordinates are valid at the epoch date displayed above.
 EW7475.The epoch date for horizontal control is a decimal equivalence
 EW7475.of Year/Month/Day.
 EW7475
 EW7475.The orthometric height was scaled from a topographic map.
 EW7475
 EW7475.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7475
 EW7475.The geoid height was determined by GEOID03.
 EW7475
 EW7475;                    North         East     Units Scale Factor Converg.
 EW7475;SPC CA 5     -   565,251.764 1,927,489.131   MT  0.99998907   -0 26 52.3
 EW7475;SPC CA 5     - 1,854,496.83  6,323,770.59   sFT  0.99998907   -0 26 52.3
 EW7475;UTM  11      - 3,773,096.446   335,251.608   MT  0.99993459   -1 00 03.5
 EW7475
 EW7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7475!SPC CA 5     -   0.99987057  x   0.99998907  =   0.99985964
 EW7475!UTM  11      -   0.99987057  x   0.99993459  =   0.99980517
 EW7475
 EW7475                          SUPERSEDED SURVEY CONTROL
 EW7475
 EW7475  NAD 83(1986)-  34 05 08.49140(N)    118 47 08.46022(W) AD(1984.00) 2
 EW7475  NAD 27      -  34 05 08.46000(N)    118 47 05.13000(W) AD(       ) 2
 EW7475
 EW7475.Superseded values are not recommended for survey control.
 EW7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7475.See file dsdata.txt to determine how the superseded data were derived.
 EW7475
 EW7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT3525273096(NAD 83)
 EW7475
 EW7475  HISTORY     - Date     Condition        Report By
 EW7475  HISTORY     - 1932     MONUMENTED       CGS
 EW7475
 EW7475                          STATION DESCRIPTION
 EW7475
 EW7475'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EW7475'SEE STATION CASTRO
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0475 ***********************************************************************
 KS0475  DESIGNATION -  2825.5
 KS0475  PID         -  KS0475
 KS0475  STATE/COUNTY-  CA/SIERRA
 KS0475  USGS QUAD   -  DOWNIEVILLE (1975)
 KS0475
 KS0475                         *CURRENT SURVEY CONTROL
 KS0475  ___________________________________________________________________
 KS0475* NAD 83(1986)-  39 33 33.     (N)    120 50 48.     (W)     SCALED    
 KS0475* NAVD 88     -       862.028  (meters)    2828.17   (feet)  ADJUSTED  
 KS0475  ___________________________________________________________________
 KS0475  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KS0475  DYNAMIC HT  -         861.342 (meters)    2825.92  (feet)  COMP
 KS0475  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 KS0475
 KS0475  VERT ORDER  -  SECOND    CLASS 0
 KS0475
 KS0475.The horizontal coordinates were scaled from a topographic map and have
 KS0475.an estimated accuracy of +/- 6 seconds.
 KS0475
 KS0475.The orthometric height was determined by differential leveling
 KS0475.and adjusted in June 1991.
 KS0475
 KS0475.The geoid height was determined by GEOID03.
 KS0475
 KS0475.The dynamic height is computed by dividing the NAVD 88
 KS0475.geopotential number by the normal gravity value computed on the
 KS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0475.degrees latitude (g = 980.6199 gals.).
 KS0475
 KS0475.The modeled gravity was interpolated from observed gravity values.
 KS0475
 KS0475;                    North         East    Units  Estimated Accuracy
 KS0475;SPC CA 2     -   710,710.    2,099,110.      MT  (+/- 180 meters Scaled)
 KS0475
 KS0475                          SUPERSEDED SURVEY CONTROL
 KS0475
 KS0475  NGVD 29 (??/??/??)  861.106  (m)         2825.15   (f) ADJUSTED    2 0
 KS0475
 KS0475.Superseded values are not recommended for survey control.
 KS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0475.See file dsdata.txt to determine how the superseded data were derived.
 KS0475
 KS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ849810(NAD 83)
 KS0475_MARKER: Q = CHISELED SQUARE
 KS0475_SETTING: 66 = SET IN ROCK OUTCROP
 KS0475_SP_SET: CLIFF
 KS0475_MARK LOGO: USGS  
 KS0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0475+STABILITY: POSITION/ELEVATION WELL
 KS0475
 KS0475  HISTORY     - Date     Condition        Report By
 KS0475  HISTORY     - UNK      MONUMENTED       USGS
 KS0475  HISTORY     - 1934     GOOD             CGS
 KS0475
 KS0475                          STATION DESCRIPTION
 KS0475
 KS0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0475'1.3 MI SW FROM DOWNIEVILLE.
 KS0475'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 49 FROM DOWNIEVILLE,
 KS0475'SIERRA COUNTY, 38 FEET SOUTH OF A 12-INCH PIPE CULVERT, 9
 KS0475'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN ROCK AT THE
 KS0475'BASE OF A CLIFF.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0079 ***********************************************************************
 EW0079  DESIGNATION -  2826 USGS
 EW0079  PID         -  EW0079
 EW0079  STATE/COUNTY-  CA/LOS ANGELES
 EW0079  USGS QUAD   -  PALMDALE (1974)
 EW0079
 EW0079                         *CURRENT SURVEY CONTROL
 EW0079  ___________________________________________________________________
 EW0079* NAD 83(1992)-  34 32 38.77367(N)    118 06 32.55579(W)     ADJUSTED  
 EW0079* NAVD 88     -       862.35   (+/-2cm)    2829.2    (feet)  VERTCON   
 EW0079  ___________________________________________________________________
 EW0079  EPOCH DATE  -        1991.35
 EW0079  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EW0079  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0079  HORZ ORDER  -  SECOND
 EW0079  VERT ORDER  -  THIRD (See Below)
 EW0079
 EW0079.The horizontal coordinates were established by classical geodetic methods
 EW0079.and adjusted by the National Geodetic Survey in June 1996.
 EW0079.The horizontal coordinates are valid at the epoch date displayed above.
 EW0079.The epoch date for horizontal control is a decimal equivalence
 EW0079.of Year/Month/Day.
 EW0079
 EW0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0079.The vertical order pertains to the NGVD 29 superseded value.
 EW0079
 EW0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW0079
 EW0079.The geoid height was determined by GEOID03.
 EW0079
 EW0079;                    North         East     Units Scale Factor Converg.
 EW0079;SPC CA 5     -   615,822.208 1,989,991.461   MT  0.99992861   -0 03 43.8
 EW0079;SPC CA 5     - 2,020,410.03  6,528,830.32   sFT  0.99992861   -0 03 43.8
 EW0079;UTM  11      - 3,823,046.315   398,237.589   MT  0.99972764   -0 37 44.1
 EW0079
 EW0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW0079!SPC CA 5     -   0.99986966  x   0.99992861  =   0.99979828
 EW0079!UTM  11      -   0.99986966  x   0.99972764  =   0.99959734
 EW0079
 EW0079                          SUPERSEDED SURVEY CONTROL
 EW0079
 EW0079  NAD 83(1986)-  34 32 38.77335(N)    118 06 32.55249(W) AD(1984.00) 2
 EW0079  NAD 27      -  34 32 38.80880(N)    118 06 29.30220(W) AD(       ) 2
 EW0079  NGVD 29 (??/??/??)  861.48   (m)         2826.4    (f) RESET       3  
 EW0079
 EW0079.Superseded values are not recommended for survey control.
 EW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0079.See file dsdata.txt to determine how the superseded data were derived.
 EW0079
 EW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU9823823046(NAD 83)
 EW0079_MARKER: P = PIPE CAP
 EW0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0079_STAMPING: BM 39
 EW0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0079
 EW0079  HISTORY     - Date     Condition        Report By
 EW0079  HISTORY     - UNK      MONUMENTED       USGS
 EW0079  HISTORY     - 1958     SEE DESCRIPTION  CGS
 EW0079  HISTORY     - 1958     GOOD             NGS
 EW0079  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW0079  HISTORY     - 20051119 MARK NOT FOUND   JCLS
 EW0079
 EW0079                          STATION DESCRIPTION
 EW0079
 EW0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EW0079'SEE STATION ALPINE.
 EW0079
 EW0079                          STATION RECOVERY (1958)
 EW0079
 EW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EW0079'2.5 MI S FROM PALMDALE.
 EW0079'TO REACH FROM THE SOUTHERN PACIFIC DEPOT IN PALMDALE, GO SOUTH
 EW0079'ON U.S. HIGHWAY 6 FOR 2.5 MILES TO THE MARK ON THE RIGHT.  MARK
 EW0079'IS 6 FEET EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC MAIN
 EW0079'LINE, 15 FEET WEST OF A HEDGEROW, 125 FEET WEST OF THE
 EW0079'APPROXIMATE CENTER-LINE OF U.S. HIGHWAY 6, 10 FEET WEST OF A
 EW0079'TRACK ROAD, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 EW0079
 EW0079                          STATION RECOVERY (1977)
 EW0079
 EW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0079'THIS BRONZE CAP ON A STEEL PIPE WAS SEARCHED FOR BUT NOT RECOVERED,
 EW0079'REPORTED NOT RECOVERED IN 1955.
 EW0079
 EW0079                          STATION RECOVERY (2005)
 EW0079
 EW0079'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 EW0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0096 ***********************************************************************
 DY0096  DESIGNATION -  283 LBHD RESET 1942
 DY0096  PID         -  DY0096
 DY0096  STATE/COUNTY-  CA/LOS ANGELES
 DY0096  USGS QUAD   -  LONG BEACH (1981)
 DY0096
 DY0096                         *CURRENT SURVEY CONTROL
 DY0096  ___________________________________________________________________
 DY0096* NAD 83(1986)-  33 46 31.     (N)    118 12 25.     (W)     SCALED    
 DY0096* NAVD 88     -         2.31   (+/-2cm)       7.6    (feet)  VERTCON   
 DY0096  ___________________________________________________________________
 DY0096  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0096  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0096
 DY0096.The horizontal coordinates were scaled from a topographic map and have
 DY0096.an estimated accuracy of +/- 6 seconds.
 DY0096
 DY0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0096.The vertical order pertains to the NGVD 29 superseded value.
 DY0096
 DY0096.The geoid height was determined by GEOID03.
 DY0096
 DY0096;                    North         East    Units  Estimated Accuracy
 DY0096;SPC CA 5     -   530,560.    1,980,830.      MT  (+/- 180 meters Scaled)
 DY0096
 DY0096                          SUPERSEDED SURVEY CONTROL
 DY0096
 DY0096  NGVD 29 (??/??/92)    1.500  (m)            4.92   (f) ADJ UNCH    1 2
 DY0096
 DY0096.Superseded values are not recommended for survey control.
 DY0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0096.See file dsdata.txt to determine how the superseded data were derived.
 DY0096
 DY0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT882378(NAD 83)
 DY0096_MARKER: DB = BENCH MARK DISK
 DY0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0096_STAMPING: 283 283
 DY0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0096+STABILITY: SURFACE MOTION
 DY0096
 DY0096  HISTORY     - Date     Condition        Report By
 DY0096  HISTORY     - 1942     MONUMENTED       CA1970
 DY0096  HISTORY     - 1954     GOOD             NGS
 DY0096  HISTORY     - 1964     GOOD             NGS
 DY0096
 DY0096                          STATION DESCRIPTION
 DY0096
 DY0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0096'AT LONG BEACH.
 DY0096'AT LONG BEACH, 0.7 MILE SOUTH ALONG PICO AVENUE FROM THE
 DY0096'INTERSECTION OF ANAHEIM STREET, 0.25 MILE NORTH OF THE JUNCTION
 DY0096'OF BROADWAY, NEAR PIER NO. 2, AT LONG BEACH INNER HARBOR, ABOUT
 DY0096'100 YARDS NORTHEAST OF THE NORTHEAST END OF SHED OF BERTHS
 DY0096'52, 53, AND 54 OF THE PORT OF LONG BEACH, 37 1/2 FEET SOUTHWEST
 DY0096'OF POWER LINE POLE 44468 E, 26 FEET SOUTHWEST OF THE
 DY0096'APPROXIMATE CENTER OF THE TOP OF A FIRE HYDRANT SURROUNDED BY
 DY0096'FOUR 8-INCH CONCRETE-FILLED IRON PIPES PROJECTING ABOUT 3 FEET
 DY0096'ABOVE THE GROUND, 25.2 FEET WEST OF THE WEST EDGE OF THE
 DY0096'AVENUE PAVEMENT, 18.2 FEET EAST OF THE NORTH END OF THE EAST
 DY0096'RAIL OF A SHORT RAILROAD TRACK, 1.0 FOOT BELOW THE SURFACE OF
 DY0096'THE ASPHALT, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 DY0096'ENCASED BY A 12-INCH METAL PIPE WITH A METAL COVER MARKED LB
 DY0096'DEPT.
 DY0096
 DY0096                          STATION RECOVERY (1964)
 DY0096
 DY0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0851 ***********************************************************************
 DC0851  DESIGNATION -  283.72 C OF SD
 DC0851  PID         -  DC0851
 DC0851  STATE/COUNTY-  CA/SAN DIEGO
 DC0851  USGS QUAD   -  POINT LOMA (1994)
 DC0851
 DC0851                         *CURRENT SURVEY CONTROL
 DC0851  ___________________________________________________________________
 DC0851* NAD 83(1986)-  32 44 54.     (N)    117 09 22.     (W)     SCALED    
 DC0851* NAVD 88     -        89.04   (+/-2cm)     292.1    (feet)  VERTCON   
 DC0851  ___________________________________________________________________
 DC0851  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DC0851  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0851
 DC0851.The horizontal coordinates were scaled from a topographic map and have
 DC0851.an estimated accuracy of +/- 6 seconds.
 DC0851
 DC0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0851.The vertical order pertains to the NGVD 29 superseded value.
 DC0851
 DC0851.The geoid height was determined by GEOID03.
 DC0851
 DC0851;                    North         East    Units  Estimated Accuracy
 DC0851;SPC CA 6     -   564,880.    1,915,080.      MT  (+/- 180 meters Scaled)
 DC0851
 DC0851                          SUPERSEDED SURVEY CONTROL
 DC0851
 DC0851  NGVD 29 (??/??/??)   88.397  (m)          290.02   (f) ADJUSTED    1 2
 DC0851
 DC0851.Superseded values are not recommended for survey control.
 DC0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0851.See file dsdata.txt to determine how the superseded data were derived.
 DC0851
 DC0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS853233(NAD 83)
 DC0851_MARKER: Z = SEE DESCRIPTION
 DC0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0851_SP_SET: SIDEWALK
 DC0851_STAMPING: CITY ENGINEER
 DC0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0851
 DC0851  HISTORY     - Date     Condition        Report By
 DC0851  HISTORY     - UNK      MONUMENTED       CA3260
 DC0851  HISTORY     - 1955     GOOD             NGS
 DC0851  HISTORY     - 1990     POOR             USPSQD
 DC0851
 DC0851                          STATION DESCRIPTION
 DC0851
 DC0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0851'AT SAN DIEGO.
 DC0851'AT SAN DIEGO, 0.2 MILE EAST ALONG UNIVERSITY AVENUE FROM THE
 DC0851'INTERSECTION OF FIFTH AVENUE, AT THE INTERSECTION OF NINTH AVENUE,
 DC0851'27.4 FEET SOUTH OF THE SOUTHWEST CORNER OF A FIRE STATION, 62.5
 DC0851'FEET WEST OF THE WEST CURB OF NINTH AVENUE, 25 1/2 FEET WEST OF
 DC0851'THE CENTER OF THE SIDEWALK LEADING TO THE FIRE STATION, 4.9 FEET
 DC0851'NORTH OF THE NORTH CURB OF UNIVERSITY AVENUE, ABOUT 1/2 FOOT
 DC0851'HIGHER THAN THE AVENUE, AND IN THE SIDEWALK.
 DC0851
 DC0851                          STATION RECOVERY (1990)
 DC0851
 DC0851'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DC0851'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1721 ***********************************************************************
 JS1721  DESIGNATION -  284 N USE
 JS1721  PID         -  JS1721
 JS1721  STATE/COUNTY-  CA/SACRAMENTO
 JS1721  USGS QUAD   -  JERSEY ISLAND (1978)
 JS1721
 JS1721                         *CURRENT SURVEY CONTROL
 JS1721  ___________________________________________________________________
 JS1721* NAD 83(1986)-  38 05 16.     (N)    121 41 00.     (W)     SCALED    
 JS1721* NAVD 88     -         4.66   (+/-2cm)      15.3    (feet)  VERTCON   
 JS1721  ___________________________________________________________________
 JS1721  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 JS1721  VERT ORDER  -  THIRD (See Below)
 JS1721
 JS1721.The horizontal coordinates were scaled from a topographic map and have
 JS1721.an estimated accuracy of +/- 6 seconds.
 JS1721
 JS1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1721.The vertical order pertains to the NGVD 29 superseded value.
 JS1721
 JS1721.The geoid height was determined by GEOID03.
 JS1721
 JS1721;                    North         East    Units  Estimated Accuracy
 JS1721;SPC CA 2     -   546,800.    2,027,780.      MT  (+/- 180 meters Scaled)
 JS1721
 JS1721                          SUPERSEDED SURVEY CONTROL
 JS1721
 JS1721  NGVD 29 (??/??/??)    3.93   (m)           12.9    (f) RESET       3  
 JS1721
 JS1721.Superseded values are not recommended for survey control.
 JS1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1721.See file dsdata.txt to determine how the superseded data were derived.
 JS1721
 JS1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH154163(NAD 83)
 JS1721_MARKER: P = PIPE CAP
 JS1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1721_STAMPING: 284 N
 JS1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1721+STABILITY: SURFACE MOTION
 JS1721
 JS1721  HISTORY     - Date     Condition        Report By
 JS1721  HISTORY     - UNK      MONUMENTED       DOD
 JS1721  HISTORY     - 1951     GOOD             NGS
 JS1721  HISTORY     - 1966     GOOD             NGS
 JS1721
 JS1721                          STATION DESCRIPTION
 JS1721
 JS1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1721'AT TWITCHELL ISLAND.
 JS1721'ON THE SOUTHWEST CORNER OF TWITCHELL ISLAND, 2.0 MILES WEST
 JS1721'ALONG THE SAN JOAQUIN RIVER LEVEE FROM THE TWITCHELL ISLAND
 JS1721'HEADQUARTERS, 0.2 MILES NORTHEAST OF AND ACROSS THREEMILE SLOUGH
 JS1721'FROM B.M. SPIKE (S.D.W.R.), AT THE CONFLUENCE OF THE SAN JOAQUIN
 JS1721'RIVER AND THREEMILE SLOUGH, 177 FEET NORTHEAST OF THE SOUTHWEST
 JS1721'END OF THE LEVEE, 116 FEET NORTHEAST OF THE NORTHEAST END OF A
 JS1721'BOARD GATE, ON THE TOP OF THE LEVEE, 6 FEET SOUTHEAST OF THE
 JS1721'APPROXIMATE CENTER LINE OF THE LEVEE, 2 FEET NORTHWEST OF A
 JS1721'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JS1721'0.1 FEET.
 JS1721
 JS1721                          STATION RECOVERY (1966)
 JS1721
 JS1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0609 ***********************************************************************
 GT0609  DESIGNATION -  285
 GT0609  PID         -  GT0609
 GT0609  STATE/COUNTY-  CA/TULARE
 GT0609  USGS QUAD   -  TULARE (1969)
 GT0609
 GT0609                         *CURRENT SURVEY CONTROL
 GT0609  ___________________________________________________________________
 GT0609* NAD 83(1986)-  36 12 27.     (N)    119 20 56.     (W)     SCALED    
 GT0609* NAVD 88     -        86.66   (+/-2cm)     284.3    (feet)  VERTCON   
 GT0609  ___________________________________________________________________
 GT0609  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GT0609  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0609
 GT0609.The horizontal coordinates were scaled from a topographic map and have
 GT0609.an estimated accuracy of +/- 6 seconds.
 GT0609
 GT0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0609.The vertical order pertains to the NGVD 29 superseded value.
 GT0609
 GT0609.The geoid height was determined by GEOID03.
 GT0609
 GT0609;                    North         East    Units  Estimated Accuracy
 GT0609;SPC CA 4     -   597,060.    1,968,630.      MT  (+/- 180 meters Scaled)
 GT0609
 GT0609                          SUPERSEDED SURVEY CONTROL
 GT0609
 GT0609  NGVD 29 (??/??/92)   85.832  (m)          281.60   (f) ADJ UNCH    1 2
 GT0609
 GT0609.Superseded values are not recommended for survey control.
 GT0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0609.See file dsdata.txt to determine how the superseded data were derived.
 GT0609
 GT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA888095(NAD 83)
 GT0609_MARKER: P = PIPE CAP
 GT0609_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0609_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0609_STAMPING: 285 B
 GT0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0609
 GT0609  HISTORY     - Date     Condition        Report By
 GT0609  HISTORY     - UNK      MONUMENTED       USGS
 GT0609  HISTORY     - 1947     GOOD             NGS
 GT0609  HISTORY     - 1975     MARK NOT FOUND   USGS
 GT0609
 GT0609                          STATION DESCRIPTION
 GT0609
 GT0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GT0609'AT TULARE.
 GT0609'AT TULARE, AT THE SOUTHERN PACIFC CO. RAILROAD STATION, JUST
 GT0609'WEST OF THE STATION, 54.8 FEET WEST OF THE WEST RAIL OF THE
 GT0609'MOST WESTERLY TRACK, 120 FEET EAST OF THE EAST CURB OF NORTH
 GT0609'I STREET, 25 FEET NORTH OF THE HEDGE ROW.  A BRONZE BENCH
 GT0609'MARK CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND SET FLUSH
 GT0609'WITH THE GROUND.  WITNESS POST SET 1.2 FEET NORTH OF STATION.
 GT0609'NOTE-- 285 (USGS) RESET 1962 IS BELIEVED TO BE NEAR THE ABOVE
 GT0609'DESCRIBED AREA.
 GT0609
 GT0609                          STATION RECOVERY (1975)
 GT0609
 GT0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GT0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0610 ***********************************************************************
 GT0610  DESIGNATION -  285 RESET
 GT0610  PID         -  GT0610
 GT0610  STATE/COUNTY-  CA/TULARE
 GT0610  USGS QUAD   -  TULARE (1969)
 GT0610
 GT0610                         *CURRENT SURVEY CONTROL
 GT0610  ___________________________________________________________________
 GT0610* NAD 83(1986)-  36 12 27.     (N)    119 20 56.     (W)     SCALED    
 GT0610* NAVD 88     -        86.66   (+/-2cm)     284.3    (feet)  VERTCON   
 GT0610  ___________________________________________________________________
 GT0610  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 GT0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0610
 GT0610.The horizontal coordinates were scaled from a topographic map and have
 GT0610.an estimated accuracy of +/- 6 seconds.
 GT0610
 GT0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0610.The vertical order pertains to the NGVD 29 superseded value.
 GT0610
 GT0610.The geoid height was determined by GEOID03.
 GT0610
 GT0610;                    North         East    Units  Estimated Accuracy
 GT0610;SPC CA 4     -   597,060.    1,968,630.      MT  (+/- 180 meters Scaled)
 GT0610
 GT0610                          SUPERSEDED SURVEY CONTROL
 GT0610
 GT0610  NGVD 29 (??/??/92)   85.83   (m)          281.6    (f) COMPUTED    1 2
 GT0610
 GT0610.Superseded values are not recommended for survey control.
 GT0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0610.See file dsdata.txt to determine how the superseded data were derived.
 GT0610
 GT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA888095(NAD 83)
 GT0610_MARKER: P = PIPE CAP
 GT0610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0610_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0610
 GT0610  HISTORY     - Date     Condition        Report By
 GT0610  HISTORY     - 1962     MONUMENTED       USGS
 GT0610  HISTORY     - 1962     GOOD             NGS
 GT0610  HISTORY     - 1975     MARK NOT FOUND   USGS
 GT0610
 GT0610                          STATION DESCRIPTION
 GT0610
 GT0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0610'AT TULARE.
 GT0610'AT TULARE, AT THE SOUTHERN PACIFIC CO. RAILROAD STATION, JUST
 GT0610'WEST OF THE STATION, 54.8 FEET WEST OF THE WEST RAIL OF THE
 GT0610'MOST WESTERLY TRACK, 120 FEET EAST OF THE EAST CURB OF NORTH
 GT0610'I STREET, 25 FEET NORTH OF THE HEDGE ROW.  A BRONZE BENCH
 GT0610'MARK CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND SET FLUSH
 GT0610'WITH THE GROUND.  WITNESS POST SET 1.2 FEET NORTH OF STATION.
 GT0610'NOTE-- 285 (USGS) RESET 1962 IS BELIEVED TO BE NEAR THE ABOVE
 GT0610'DESCRIBED AREA.  THE SITE IS NOW A LARGE DIRT SURFACED PARKING
 GT0610'LOT.
 GT0610
 GT0610                          STATION RECOVERY (1975)
 GT0610
 GT0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GT0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1074 ***********************************************************************
 LU1074  DESIGNATION -  2853 USGS
 LU1074  PID         -  LU1074
 LU1074  STATE/COUNTY-  CA/TRINITY
 LU1074  USGS QUAD   -  
 LU1074
 LU1074                         *CURRENT SURVEY CONTROL
 LU1074  ___________________________________________________________________
 LU1074* NAD 83(1986)-  40 25 19.     (N)    123 06 24.     (W)     SCALED    
 LU1074* NAVD 88     -       870.70   (+/-2cm)    2856.6    (feet)  VERTCON   
 LU1074  ___________________________________________________________________
 LU1074  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 LU1074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1074
 LU1074.The horizontal coordinates were scaled from a topographic map and have
 LU1074.an estimated accuracy of +/- 6 seconds.
 LU1074
 LU1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1074.The vertical order pertains to the NGVD 29 superseded value.
 LU1074
 LU1074.The geoid height was determined by GEOID03.
 LU1074
 LU1074;                    North         East    Units  Estimated Accuracy
 LU1074;SPC CA 1     -   621,470.    1,906,090.      MT  (+/- 180 meters Scaled)
 LU1074
 LU1074                          SUPERSEDED SURVEY CONTROL
 LU1074
 LU1074  NGVD 29 (??/??/92)  869.743  (m)         2853.48   (f) ADJ UNCH    2 0
 LU1074
 LU1074.Superseded values are not recommended for survey control.
 LU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1074.See file dsdata.txt to determine how the superseded data were derived.
 LU1074
 LU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK909745(NAD 83)
 LU1074_MARKER: S = SPIKE
 LU1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1074_SP_SET: TREE
 LU1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1074
 LU1074  HISTORY     - Date     Condition        Report By
 LU1074  HISTORY     - UNK      MONUMENTED       USGS
 LU1074  HISTORY     - 1949     GOOD             NGS
 LU1074
 LU1074                          STATION DESCRIPTION
 LU1074
 LU1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1074'4.3 MI NW FROM WILDWOOD.
 LU1074'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE WILDWOOD INN
 LU1074'AT WILDWOOD, 5.1 MILES SOUTHEAST OF PEANUT, ON THE SOUTHEAST
 LU1074'BANK OF SALT CREEK, A RAILROAD SPIKE IN THE TOP OF A ROOT ON THE
 LU1074'NORTHWEST SIDE OF A 40-INCH PINE TREE, ABOUT 3 FEET HIGHER
 LU1074'THAN THE HIGHWAY, AND PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0353 ***********************************************************************
 HS0353  DESIGNATION -  286+00 USE
 HS0353  PID         -  HS0353
 HS0353  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0353  USGS QUAD   -  HOLT (1994)
 HS0353
 HS0353                         *CURRENT SURVEY CONTROL
 HS0353  ___________________________________________________________________
 HS0353* NAD 83(1986)-  37 58 44.     (N)    121 22 51.     (W)     SCALED    
 HS0353* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 HS0353  ___________________________________________________________________
 HS0353  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS0353  VERT ORDER  -  THIRD (See Below)
 HS0353
 HS0353.The horizontal coordinates were scaled from a topographic map and have
 HS0353.an estimated accuracy of +/- 6 seconds.
 HS0353
 HS0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0353.The vertical order pertains to the NGVD 29 superseded value.
 HS0353
 HS0353.The geoid height was determined by GEOID03.
 HS0353
 HS0353;                    North         East    Units  Estimated Accuracy
 HS0353;SPC CA 3     -   664,490.    1,922,620.      MT  (+/- 180 meters Scaled)
 HS0353
 HS0353                          SUPERSEDED SURVEY CONTROL
 HS0353
 HS0353  NGVD 29 (??/??/??)    1.51   (m)            5.0    (f) RESET       3  
 HS0353
 HS0353.Superseded values are not recommended for survey control.
 HS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0353.See file dsdata.txt to determine how the superseded data were derived.
 HS0353
 HS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH422047(NAD 83)
 HS0353_MARKER: DD = SURVEY DISK
 HS0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0353_STAMPING: 286+00 POT 9.19
 HS0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0353+STABILITY: SURFACE MOTION
 HS0353
 HS0353  HISTORY     - Date     Condition        Report By
 HS0353  HISTORY     - UNK      MONUMENTED       DOD
 HS0353  HISTORY     - 1957     GOOD             NGS
 HS0353  HISTORY     - 1967     GOOD             NGS
 HS0353
 HS0353                          STATION DESCRIPTION
 HS0353
 HS0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS0353'AT ELMWOOD TRACT.
 HS0353'ON THE SOUTHWEST SIDE OF ELMWOOD TRACT, IN R5E T2N, 1.3 MILES
 HS0353'SOUTHEAST ALONG A PAVED ROAD ON THE LEVEE FROM WRIGHT TRACT
 HS0353'HEADQUARTERS, 337 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A POWER
 HS0353'TRANSMISSION STEEL TOWER, 173.8 FEET EAST OF THE EAST LEG OF A
 HS0353'WOODEN TOWER SUPPORTING CHANNEL LIGHT 39, 41 1/2 FEET NORTHEAST
 HS0353'OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A WITNESS POST,
 HS0353'ABOUT 7 FEET LOWER THAN THE ROAD, 1 FOOT UNDERGROUND, AND SET IN
 HS0353'THE TOP OF A CONCRETE POST.
 HS0353
 HS0353                          STATION RECOVERY (1967)
 HS0353
 HS0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0881 ***********************************************************************
 GT0881  DESIGNATION -  286.597
 GT0881  PID         -  GT0881
 GT0881  STATE/COUNTY-  CA/TULARE
 GT0881  USGS QUAD   -  GOSHEN (1969)
 GT0881
 GT0881                         *CURRENT SURVEY CONTROL
 GT0881  ___________________________________________________________________
 GT0881* NAD 83(1986)-  36 19 50.     (N)    119 24 24.     (W)     SCALED    
 GT0881* NAVD 88     -        87.96   (+/-2cm)     288.6    (feet)  VERTCON   
 GT0881  ___________________________________________________________________
 GT0881  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 GT0881  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0881
 GT0881.The horizontal coordinates were scaled from a topographic map and have
 GT0881.an estimated accuracy of +/- 6 seconds.
 GT0881
 GT0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0881.The vertical order pertains to the NGVD 29 superseded value.
 GT0881
 GT0881.The geoid height was determined by GEOID03.
 GT0881
 GT0881;                    North         East    Units  Estimated Accuracy
 GT0881;SPC CA 4     -   610,730.    1,963,490.      MT  (+/- 180 meters Scaled)
 GT0881
 GT0881                          SUPERSEDED SURVEY CONTROL
 GT0881
 GT0881  NGVD 29 (??/??/92)   87.135  (m)          285.88   (f) ADJ UNCH    1 2
 GT0881
 GT0881.Superseded values are not recommended for survey control.
 GT0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0881.See file dsdata.txt to determine how the superseded data were derived.
 GT0881
 GT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA839233(NAD 83)
 GT0881_MARKER: P = PIPE CAP
 GT0881_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0881_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0881_STAMPING: 286.597 B 1902
 GT0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GT0881+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 GT0881
 GT0881  HISTORY     - Date     Condition        Report By
 GT0881  HISTORY     - 1902     MONUMENTED       USGS
 GT0881  HISTORY     - 1957     GOOD             NGS
 GT0881  HISTORY     - 1970     GOOD             USGS
 GT0881  HISTORY     - 20070825 GOOD             GEOCAC
 GT0881  HISTORY     - 20080128 GOOD             GEOCAC
 GT0881  HISTORY     - 20081014 GOOD             GEOCAC
 GT0881
 GT0881                          STATION DESCRIPTION
 GT0881
 GT0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT0881'1.8 MI SE FROM GOSHEN.
 GT0881'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0881'FROM THE GOSHEN JUNCTION STATION AT GOSHEN, IN R 24E T18S,
 GT0881'IN THE SOUTHEAST QUARTER OF SECTION 30, 101.8 FEET NORTH OF THE
 GT0881'NORTH CORNER OF THE NORTHWEST CONCRETE PIER FOR CONCRETE HIGHWAY
 GT0881'BRIDGE 240.88, 46.3 FEET NORTHEAST OF THE NORTHEAST RAIL,
 GT0881'52 FEET SOUTHEAST OF TELEPHONE POLE 11 K WITH A GUY WIRE,
 GT0881'6.0 FEET NORTHWEST OF A HIGHWAY SURVEY STATION METAL MARKER
 GT0881'POST, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER
 GT0881'THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 GT0881'PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- SLANTING
 GT0881'CAP, THE ROD WAS HELD OVER THE LETTERS U.S. DURING THE 1957
 GT0881'RELEVELING 287 B=286.597.  RECOVERED AS DESCRIBED IN JANUARY
 GT0881'1958.
 GT0881
 GT0881                          STATION RECOVERY (1970)
 GT0881
 GT0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GT0881'RECOVERED IN GOOD CONDITION.
 GT0881
 GT0881                          STATION RECOVERY (2007)
 GT0881
 GT0881'RECOVERY NOTE BY GEOCACHING 2007 (RT)
 GT0881'GPS COORDINATES. N 36* 19.778  W 119* 24.386   ELEVATION 275
 GT0881
 GT0881                          STATION RECOVERY (2008)
 GT0881
 GT0881'RECOVERY NOTE BY GEOCACHING 2008 (EAH)
 GT0881'RECOVERED IN GOOD CONDITION.
 GT0881
 GT0881                          STATION RECOVERY (2008)
 GT0881
 GT0881'RECOVERY NOTE BY GEOCACHING 2008 (EAH)
 GT0881'PHOTOS CAN BE FOUND AT
 GT0881'BENCHMARKHUNTING.BLOGSPOT.COM/2008/10/GT0881-286597.HTML
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0108 ***********************************************************************
 JT0108  DESIGNATION -  287.6
 JT0108  PID         -  JT0108
 JT0108  STATE/COUNTY-  CA/YOLO
 JT0108  USGS QUAD   -  BIRD VALLEY (1993)
 JT0108
 JT0108                         *CURRENT SURVEY CONTROL
 JT0108  ___________________________________________________________________
 JT0108* NAD 83(1986)-  38 48 34.     (N)    122 02 35.     (W)     SCALED    
 JT0108* NAVD 88     -        88.43   (+/-2cm)     290.1    (feet)  VERTCON   
 JT0108  ___________________________________________________________________
 JT0108  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JT0108  VERT ORDER  -  THIRD (See Below)
 JT0108
 JT0108.The horizontal coordinates were scaled from a topographic map and have
 JT0108.an estimated accuracy of +/- 6 seconds.
 JT0108
 JT0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0108.The vertical order pertains to the NGVD 29 superseded value.
 JT0108
 JT0108.The geoid height was determined by GEOID03.
 JT0108
 JT0108;                    North         East    Units  Estimated Accuracy
 JT0108;SPC CA 2     -   626,860.    1,996,260.      MT  (+/- 180 meters Scaled)
 JT0108
 JT0108                          SUPERSEDED SURVEY CONTROL
 JT0108
 JT0108  NGVD 29 (??/??/??)   87.63   (m)          287.5    (f) RESET       3  
 JT0108
 JT0108.Superseded values are not recommended for survey control.
 JT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0108.See file dsdata.txt to determine how the superseded data were derived.
 JT0108
 JT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH830960(NAD 83)
 JT0108_MARKER: Q = CHISELED SQUARE
 JT0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0108_SP_SET: CULVERT
 JT0108_MARK LOGO: USGS  
 JT0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0108
 JT0108  HISTORY     - Date     Condition        Report By
 JT0108  HISTORY     - UNK      MONUMENTED       USGS
 JT0108  HISTORY     - 1942     GOOD             NGS
 JT0108
 JT0108                          STATION DESCRIPTION
 JT0108
 JT0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0108'7 MI N FROM CAPAY.
 JT0108'7.0 MILES NORTH ALONG THE DUNNIGAN ROAD FROM CAPAY, YOLO COUNTY,
 JT0108'21 FEET WEST OF BENCH MARK GWM 16, AT A CONCRETE CULVERT, AND
 JT0108'ON THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A CHISELED
 JT0108'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0097 ***********************************************************************
 KS0097  DESIGNATION -  288 65.7 BPR
 KS0097  PID         -  KS0097
 KS0097  STATE/COUNTY-  CA/NEVADA
 KS0097  USGS QUAD   -  SODA SPRINGS (1979)
 KS0097
 KS0097                         *CURRENT SURVEY CONTROL
 KS0097  ___________________________________________________________________
 KS0097* NAD 83(1986)-  39 19 24.     (N)    120 22 47.     (W)     SCALED    
 KS0097* NAVD 88     -      2064.024  (meters)    6771.72   (feet)  ADJUSTED  
 KS0097  ___________________________________________________________________
 KS0097  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 KS0097  DYNAMIC HT  -        2061.939 (meters)    6764.88  (feet)  COMP
 KS0097  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 KS0097
 KS0097  VERT ORDER  -  FIRST     CLASS I
 KS0097
 KS0097.The horizontal coordinates were scaled from a topographic map and have
 KS0097.an estimated accuracy of +/- 6 seconds.
 KS0097
 KS0097.The orthometric height was determined by differential leveling
 KS0097.and adjusted in June 1991.
 KS0097
 KS0097.The geoid height was determined by GEOID03.
 KS0097
 KS0097.The dynamic height is computed by dividing the NAVD 88
 KS0097.geopotential number by the normal gravity value computed on the
 KS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0097.degrees latitude (g = 980.6199 gals.).
 KS0097
 KS0097.The modeled gravity was interpolated from observed gravity values.
 KS0097
 KS0097;                    North         East    Units  Estimated Accuracy
 KS0097;SPC CA 2     -   685,150.    2,139,700.      MT  (+/- 180 meters Scaled)
 KS0097
 KS0097                          SUPERSEDED SURVEY CONTROL
 KS0097
 KS0097  NGVD 29 (??/??/??) 2062.797  (m)         6767.69   (f) ADJUSTED    1 1
 KS0097
 KS0097.Superseded values are not recommended for survey control.
 KS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0097.See file dsdata.txt to determine how the superseded data were derived.
 KS0097
 KS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ258559(NAD 83)
 KS0097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KS0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0097_STAMPING: 288-65.7 1927 6767.51
 KS0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0097
 KS0097  HISTORY     - Date     Condition        Report By
 KS0097  HISTORY     - 1927     MONUMENTED       BPR
 KS0097  HISTORY     - 1969     GOOD             NGS
 KS0097  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0097
 KS0097                          STATION DESCRIPTION
 KS0097
 KS0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KS0097'AT SODA SPRINGS.
 KS0097'AT SODA SPRINGS, ALONG FORMER U.S. HIGHWAY 40, 0.05 MILE NORTH
 KS0097'ALONG AN ASPHALT ROAD FROM THE SOUTHERN PACIFIC COMPANY RAILROAD,
 KS0097'37 1/2 FEET NORTH OF THE CENTER LINE OF THE FORMER HIGHWAY, 210
 KS0097'FEET WEST OF THE EXTENDED CENTER LINE OF AN ASPHALT ROAD, 54 FEET
 KS0097'WEST OF THE CENTER LINE OF A DRIVEWAY NORTH TO A HOUSE, 115.0
 KS0097'FEET NORTH AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF
 KS0097'SODA SPRINGS LODGE, 60 FEET EAST-NORTHEAST OF THE EAST END OF
 KS0097'THE NORTH CONCRETE HEAD WALL OF CULVERT B-288+01, ABOUT 1 1/2
 KS0097'FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 2-INCH
 KS0097'IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KS0097
 KS0097                          STATION RECOVERY (2004)
 KS0097
 KS0097'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1375 ***********************************************************************
 EW1375  DESIGNATION -  288.100 C OF LA
 EW1375  PID         -  EW1375
 EW1375  STATE/COUNTY-  CA/LOS ANGELES
 EW1375  USGS QUAD   -  HOLLYWOOD (1994)
 EW1375
 EW1375                         *CURRENT SURVEY CONTROL
 EW1375  ___________________________________________________________________
 EW1375* NAD 83(1986)-  34 02 59.     (N)    118 15 33.     (W)     SCALED    
 EW1375* NAVD 88     -        88.49   (+/-2cm)     290.3    (feet)  VERTCON   
 EW1375  ___________________________________________________________________
 EW1375  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW1375  VERT ORDER  -  THIRD (See Below)
 EW1375
 EW1375.The horizontal coordinates were scaled from a topographic map and have
 EW1375.an estimated accuracy of +/- 6 seconds.
 EW1375
 EW1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1375.The vertical order pertains to the NGVD 29 superseded value.
 EW1375
 EW1375.The geoid height was determined by GEOID03.
 EW1375
 EW1375;                    North         East    Units  Estimated Accuracy
 EW1375;SPC CA 5     -   561,010.    1,976,070.      MT  (+/- 180 meters Scaled)
 EW1375
 EW1375                          SUPERSEDED SURVEY CONTROL
 EW1375
 EW1375  NGVD 29 (??/??/??)   87.71   (m)          287.8    (f) RESET       3  
 EW1375
 EW1375.Superseded values are not recommended for survey control.
 EW1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1375.See file dsdata.txt to determine how the superseded data were derived.
 EW1375
 EW1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT837683(NAD 83)
 EW1375_MARKER: S = SPIKE
 EW1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1375_SP_SET: CATCH BASIN
 EW1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1375
 EW1375  HISTORY     - Date     Condition        Report By
 EW1375  HISTORY     - UNK      MONUMENTED       CA1980
 EW1375  HISTORY     - 1964     GOOD             NGS
 EW1375
 EW1375                          STATION DESCRIPTION
 EW1375
 EW1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1375'AT LOS ANGELES.
 EW1375'AT LOS ANGELES, AT THE INTERSECTION OF WILSHIRE BOULEVARD
 EW1375'AND FIGUEROA STREET, IN THE TOP OF THE SOUTH CURB OF THE
 EW1375'BOULEVARD, AT THE EAST END OF A CATCH BASIN, 22.0 FEET WEST
 EW1375'OF THE WEST CURB OF THE STREET, AND ABOUT LEVEL WITH THE
 EW1375'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0801 ***********************************************************************
 KS0801  DESIGNATION -  2884.8
 KS0801  PID         -  KS0801
 KS0801  STATE/COUNTY-  CA/SIERRA
 KS0801  USGS QUAD   -  CAMPTONVILLE (1995)
 KS0801
 KS0801                         *CURRENT SURVEY CONTROL
 KS0801  ___________________________________________________________________
 KS0801* NAD 83(1986)-  39 29 26.     (N)    121 02 35.     (W)     SCALED    
 KS0801* NAVD 88     -       880.082  (meters)    2887.40   (feet)  ADJUSTED  
 KS0801  ___________________________________________________________________
 KS0801  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 KS0801  DYNAMIC HT  -         879.437 (meters)    2885.29  (feet)  COMP
 KS0801  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 KS0801
 KS0801  VERT ORDER  -  SECOND    CLASS 0
 KS0801
 KS0801.The horizontal coordinates were scaled from a topographic map and have
 KS0801.an estimated accuracy of +/- 6 seconds.
 KS0801
 KS0801.The orthometric height was determined by differential leveling
 KS0801.and adjusted in June 1991.
 KS0801
 KS0801.The geoid height was determined by GEOID03.
 KS0801
 KS0801.The dynamic height is computed by dividing the NAVD 88
 KS0801.geopotential number by the normal gravity value computed on the
 KS0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0801.degrees latitude (g = 980.6199 gals.).
 KS0801
 KS0801.The modeled gravity was interpolated from observed gravity values.
 KS0801
 KS0801;                    North         East    Units  Estimated Accuracy
 KS0801;SPC CA 2     -   702,900.    2,082,320.      MT  (+/- 180 meters Scaled)
 KS0801
 KS0801                          SUPERSEDED SURVEY CONTROL
 KS0801
 KS0801  NGVD 29 (??/??/??)  879.256  (m)         2884.69   (f) ADJUSTED    2 0
 KS0801
 KS0801.Superseded values are not recommended for survey control.
 KS0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0801.See file dsdata.txt to determine how the superseded data were derived.
 KS0801
 KS0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ682730(NAD 83)
 KS0801_MARKER: Q = CHISELED SQUARE
 KS0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0801_SP_SET: BRIDGE
 KS0801_MARK LOGO: USGS  
 KS0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0801
 KS0801  HISTORY     - Date     Condition        Report By
 KS0801  HISTORY     - UNK      MONUMENTED       USGS
 KS0801  HISTORY     - 1934     GOOD             CGS
 KS0801
 KS0801                          STATION DESCRIPTION
 KS0801
 KS0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0801'3.5 MI N FROM CAMPTONVILLE.
 KS0801'IN SIERRA COUNTY, 3.5 MILES NORTH ALONG STATE HIGHWAY 49 FROM
 KS0801'CAMPTONVILLE, YUBA COUNTY, AT BRIDGE 1614, AND ON THE TOP OF
 KS0801'THE EAST END POST OF THE NORTH CONCRETE HANDRAIL.  A CHISELED
 KS0801'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0293 ***********************************************************************
 DY0293  DESIGNATION -  289 C OF LB
 DY0293  PID         -  DY0293
 DY0293  STATE/COUNTY-  CA/LOS ANGELES
 DY0293  USGS QUAD   -  LONG BEACH (1981)
 DY0293
 DY0293                         *CURRENT SURVEY CONTROL
 DY0293  ___________________________________________________________________
 DY0293* NAD 83(1986)-  33 46 58.     (N)    118 10 35.     (W)     SCALED    
 DY0293* NAVD 88     -        10.39   (+/-2cm)      34.1    (feet)  VERTCON   
 DY0293  ___________________________________________________________________
 DY0293  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0293  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0293
 DY0293.The horizontal coordinates were scaled from a topographic map and have
 DY0293.an estimated accuracy of +/- 6 seconds.
 DY0293
 DY0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0293.The vertical order pertains to the NGVD 29 superseded value.
 DY0293
 DY0293.The geoid height was determined by GEOID03.
 DY0293
 DY0293;                    North         East    Units  Estimated Accuracy
 DY0293;SPC CA 5     -   531,380.    1,983,660.      MT  (+/- 180 meters Scaled)
 DY0293
 DY0293                          SUPERSEDED SURVEY CONTROL
 DY0293
 DY0293  NGVD 29 (??/??/92)    9.597  (m)           31.49   (f) ADJ UNCH    1 2
 DY0293
 DY0293.Superseded values are not recommended for survey control.
 DY0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0293.See file dsdata.txt to determine how the superseded data were derived.
 DY0293
 DY0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT910386(NAD 83)
 DY0293_MARKER: DD = SURVEY DISK
 DY0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0293_STAMPING: L B B M NO 289
 DY0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0293+STABILITY: SURFACE MOTION
 DY0293
 DY0293  HISTORY     - Date     Condition        Report By
 DY0293  HISTORY     - UNK      MONUMENTED       CA1970
 DY0293  HISTORY     - 1954     GOOD             NGS
 DY0293  HISTORY     - 1958     GOOD             NGS
 DY0293
 DY0293                          STATION DESCRIPTION
 DY0293
 DY0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0293'AT LONG BEACH.
 DY0293'AT LONG BEACH, AT THE INTERSECTION OF ANAHEIM STREET AND ORANGE
 DY0293'AVENUE, IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE INTERSECTION,
 DY0293'12.6 FEET NORTH OF THE NORTH CURB OF THE STREET, 4.1 FEET EAST OF
 DY0293'THE EAST CURB OF THE AVENUE, 0.6 FOOT BELOW THE SURFACE OF THE
 DY0293'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED
 DY0293'BY A 5-INCH METAL PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0293
 DY0293                          STATION RECOVERY (1958)
 DY0293
 DY0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0043 ***********************************************************************
 FT0043  DESIGNATION -  2892
 FT0043  PID         -  FT0043
 FT0043  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0043  USGS QUAD   -  LANE MOUNTAIN (1986)
 FT0043
 FT0043                         *CURRENT SURVEY CONTROL
 FT0043  ___________________________________________________________________
 FT0043* NAD 83(1986)-  35 00 45.     (N)    116 58 07.     (W)     SCALED    
 FT0043* NAVD 88     -       882.390  (meters)    2894.97   (feet)  ADJUSTED  
 FT0043  ___________________________________________________________________
 FT0043  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FT0043  DYNAMIC HT  -         881.369 (meters)    2891.62  (feet)  COMP
 FT0043  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 FT0043
 FT0043  VERT ORDER  -  FIRST     CLASS I
 FT0043
 FT0043.The horizontal coordinates were scaled from a topographic map and have
 FT0043.an estimated accuracy of +/- 6 seconds.
 FT0043
 FT0043.The orthometric height was determined by differential leveling
 FT0043.and adjusted in June 1991.
 FT0043
 FT0043.The geoid height was determined by GEOID03.
 FT0043
 FT0043.The dynamic height is computed by dividing the NAVD 88
 FT0043.geopotential number by the normal gravity value computed on the
 FT0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0043.degrees latitude (g = 980.6199 gals.).
 FT0043
 FT0043.The modeled gravity was interpolated from observed gravity values.
 FT0043
 FT0043;                    North         East    Units  Estimated Accuracy
 FT0043;SPC CA 5     -   668,260.    2,094,130.      MT  (+/- 180 meters Scaled)
 FT0043
 FT0043                          SUPERSEDED SURVEY CONTROL
 FT0043
 FT0043  NGVD 29 (??/??/92)  881.612  (m)         2892.42   (f) ADJ UNCH    1 1
 FT0043
 FT0043.Superseded values are not recommended for survey control.
 FT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0043.See file dsdata.txt to determine how the superseded data were derived.
 FT0043
 FT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU028744(NAD 83)
 FT0043_MARKER: DD = SURVEY DISK
 FT0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0043_STAMPING: 2892 B 26 1906
 FT0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0043
 FT0043  HISTORY     - Date     Condition        Report By
 FT0043  HISTORY     - 1906     MONUMENTED       USGS
 FT0043  HISTORY     - 1943     GOOD             NGS
 FT0043  HISTORY     - 1977     POOR             NGS
 FT0043
 FT0043                          STATION DESCRIPTION
 FT0043
 FT0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FT0043'9.1 MI N FROM BARSTOW.
 FT0043'9.1 MILES NORTH ALONG THE GOLDSTONE AND ST. LOUIS ROAD, 41.9 MILES
 FT0043'SOUTH OF EAST-WEST ROAD BETWEEN SARATOGA SPRINGS AND INYOKERN,
 FT0043'AND 129 FEET EAST OF CENTER LINE OF ROAD, ABOUT 135 FEET SOUTHEAST
 FT0043'OF A T ROAD AND 12 FEET NORTH OF A LONE JOSHUA TREE.  WITNESS
 FT0043'POST SET.  REACHED FROM BARSTOW BY WAY OF U.S. HIGHWAY 91, THENCE
 FT0043'BY SHORT-CUT TO U.S. HIGHWAY 466, THENCE NORTHEAST ALONG THE
 FT0043'BICYCLE LAKE ROAD TO THE JUNCTION OF THE GOLDSTONE AND ST. LOUIS
 FT0043'ROAD, THENCE NORTH 1.9 MILES TO THE MARK.  A UNITED STATES
 FT0043'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2892 B 26 1906 AND
 FT0043'RIVETED ON THE TOP OF AN IRON PIPE.
 FT0043
 FT0043                          STATION RECOVERY (1977)
 FT0043
 FT0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0043'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA
 FT0043'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 8.8 MILES NORTHEAST
 FT0043'ALONG IRWIN ROAD, 129 FT. SOUTHEAST OF THE CENTER LINE OF THE
 FT0043'ROAD. MARK IS LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0412 ***********************************************************************
 DX0412  DESIGNATION -  2894 T
 DX0412  PID         -  DX0412
 DX0412  STATE/COUNTY-  CA/SAN DIEGO
 DX0412  USGS QUAD   -  WARNERS RANCH (1976)
 DX0412
 DX0412                         *CURRENT SURVEY CONTROL
 DX0412  ___________________________________________________________________
 DX0412* NAD 83(1986)-  33 14 33.     (N)    116 39 57.     (W)     SCALED    
 DX0412* NAVD 88     -       883.22   (+/-2cm)    2897.7    (feet)  VERTCON   
 DX0412  ___________________________________________________________________
 DX0412  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DX0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0412
 DX0412.The horizontal coordinates were scaled from a topographic map and have
 DX0412.an estimated accuracy of +/- 6 seconds.
 DX0412
 DX0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0412.The vertical order pertains to the NGVD 29 superseded value.
 DX0412
 DX0412.The geoid height was determined by GEOID03.
 DX0412
 DX0412;                    North         East    Units  Estimated Accuracy
 DX0412;SPC CA 6     -   619,390.    1,961,250.      MT  (+/- 180 meters Scaled)
 DX0412
 DX0412                          SUPERSEDED SURVEY CONTROL
 DX0412
 DX0412  NGVD 29 (??/??/??)  882.462  (m)         2895.21   (f) ADJUSTED    2 0
 DX0412
 DX0412.Superseded values are not recommended for survey control.
 DX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0412.See file dsdata.txt to determine how the superseded data were derived.
 DX0412
 DX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS311782(NAD 83)
 DX0412_MARKER: P = PIPE CAP
 DX0412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0412_STAMPING: 2894 T
 DX0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0412
 DX0412  HISTORY     - Date     Condition        Report By
 DX0412  HISTORY     - UNK      MONUMENTED       USGS
 DX0412  HISTORY     - 1939     GOOD             NGS
 DX0412  HISTORY     - 1960     GOOD             NGS
 DX0412
 DX0412                          STATION DESCRIPTION
 DX0412
 DX0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DX0412'5.7 MI NW FROM SAN FELIPE.
 DX0412'5.7 MILES NORTHWEST ALONG THE SAN FELIPE VALLEY ROAD FROM SAN
 DX0412'FELIPE, SAN DIEGO COUNTY, AT WARNER RANCH, 23 FEET SOUTHWEST OF
 DX0412'THE SOUTHWEST CORNER OF A WOODEN SHED ON THE SOUTH SIDE OF THE
 DX0412'OLD ADOBE RANCH HOUSE, 76 FEET NORTH ACROSS THE ROAD FROM POLE
 DX0412'A 938, 43 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 5 FEET
 DX0412'SOUTH OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 DX0412'SURVEY STANDARD CAP, STAMPED 2894 T AND RIVETED ON THE TOP OF A
 DX0412'3-1/2-INCH IRON PIPE.
 DX0412
 DX0412                          STATION RECOVERY (1960)
 DX0412
 DX0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0336 ***********************************************************************
 MX0336  DESIGNATION -  2897 B=E 35
 MX0336  PID         -  MX0336
 MX0336  STATE/COUNTY-  CA/SISKIYOU
 MX0336  USGS QUAD   -  HORNBROOK (1984)
 MX0336
 MX0336                         *CURRENT SURVEY CONTROL
 MX0336  ___________________________________________________________________
 MX0336* NAD 83(1986)-  41 59 16.     (N)    122 37 08.     (W)     SCALED    
 MX0336* NAVD 88     -       884.496  (meters)    2901.88   (feet)  POSTED    
 MX0336  ___________________________________________________________________
 MX0336  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 MX0336  DYNAMIC HT  -         884.030 (meters)    2900.36  (feet)  COMP
 MX0336  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 MX0336
 MX0336  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MX0336
 MX0336.The horizontal coordinates were scaled from a topographic map and have
 MX0336.an estimated accuracy of +/- 6 seconds.
 MX0336
 MX0336.The orthometric height was determined by differential leveling
 MX0336.and adjusted by the  in 1992.
 MX0336.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MX0336.rate of 2.1 thru 3.0 mm/km.
 MX0336
 MX0336.The geoid height was determined by GEOID03.
 MX0336
 MX0336.The dynamic height is computed by dividing the NAVD 88
 MX0336.geopotential number by the normal gravity value computed on the
 MX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0336.degrees latitude (g = 980.6199 gals.).
 MX0336
 MX0336.The modeled gravity was interpolated from observed gravity values.
 MX0336
 MX0336;                    North         East    Units  Estimated Accuracy
 MX0336;SPC CA 1     -   794,950.    1,948,710.      MT  (+/- 180 meters Scaled)
 MX0336
 MX0336                          SUPERSEDED SURVEY CONTROL
 MX0336
 MX0336  NGVD 29 (??/??/??)  883.438  (m)         2898.41   (f) ADJUSTED    1 2
 MX0336
 MX0336.Superseded values are not recommended for survey control.
 MX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0336.See file dsdata.txt to determine how the superseded data were derived.
 MX0336
 MX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM315484(NAD 83)
 MX0336_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MX0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0336_STAMPING: 2897 B 1903
 MX0336_MARK LOGO: USGS  
 MX0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0336
 MX0336  HISTORY     - Date     Condition        Report By
 MX0336  HISTORY     - 1903     MONUMENTED       USGS
 MX0336  HISTORY     - 1954     GOOD             CGS
 MX0336
 MX0336                          STATION DESCRIPTION
 MX0336
 MX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MX0336'0.6 MI SE FROM HILT.
 MX0336'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0336'FROM THE STATION AT HILT, 0.2 MILE (11 TELEPHONE POLES) WEST OF
 MX0336'MILEPOLE 401, ABOUT 25 YARDS SOUTHEAST OF THE SOUTHEAST END OF A
 MX0336'CUT, 39.9 FEET SOUTH OF THE SOUTH RAIL, 38 1/2 FEET WEST OF A
 MX0336'TELEGRAPH POLE, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND
 MX0336'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT
 MX0336'ABOVE THE GROUND.  NOTE-- THE PIPE IS LEANING.  THE ROD WAS
 MX0336'HELD ON THE HIGHEST POINT ON THE CAP DURING THE 1954 LEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0162 ***********************************************************************
 GU0162  DESIGNATION -  29 28 32 33 T13S R12E GLO
 GU0162  PID         -  GU0162
 GU0162  STATE/COUNTY-  CA/FRESNO
 GU0162  USGS QUAD   -  HAMMONDS RANCH (1984)
 GU0162
 GU0162                         *CURRENT SURVEY CONTROL
 GU0162  ___________________________________________________________________
 GU0162* NAD 83(1986)-  36 45 49.     (N)    120 40 31.     (W)     SCALED    
 GU0162* NAVD 88     -       116.93   (+/-2cm)     383.6    (feet)  VERTCON   
 GU0162  ___________________________________________________________________
 GU0162  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GU0162  VERT ORDER  -  THIRD (See Below)
 GU0162
 GU0162.The horizontal coordinates were scaled from a topographic map and have
 GU0162.an estimated accuracy of +/- 6 seconds.
 GU0162
 GU0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0162.The vertical order pertains to the NGVD 29 superseded value.
 GU0162
 GU0162.The geoid height was determined by GEOID03.
 GU0162
 GU0162;                    North         East    Units  Estimated Accuracy
 GU0162;SPC CA 4     -   660,010.    1,850,440.      MT  (+/- 180 meters Scaled)
 GU0162
 GU0162                          SUPERSEDED SURVEY CONTROL
 GU0162
 GU0162  NGVD 29 (??/??/??)  116.12   (m)          381.0    (f) RESET       3  
 GU0162
 GU0162.Superseded values are not recommended for survey control.
 GU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0162.See file dsdata.txt to determine how the superseded data were derived.
 GU0162
 GU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF074711(NAD 83)
 GU0162_MARKER: P = PIPE CAP
 GU0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU0162_STAMPING: T 13 S R 12 E LS 1994 1937 29-28/32-33
 GU0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0162
 GU0162  HISTORY     - Date     Condition        Report By
 GU0162  HISTORY     - 1937     MONUMENTED       BLM
 GU0162  HISTORY     - 1954     GOOD             NGS
 GU0162  HISTORY     - 1967     GOOD             NGS
 GU0162
 GU0162                          STATION DESCRIPTION
 GU0162
 GU0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GU0162'9.6 MI NW FROM PANOCHE SUBSTATION.
 GU0162'0.2 MILE NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE SUBSTATION
 GU0162'OF THE PACIFIC GAS AND ELECTRIC COMPANY, THENCE 9.2 MILES
 GU0162'NORTHWEST ALONG A DIRT ROAD ALONG A PIPE LINE, THENCE 0.15 MILE
 GU0162'EAST ALONG A FARM ROAD, AT THE T JUNCTION OF A FARM ROAD
 GU0162'LEADING NORTH, ABOUT 1-3/4 POWER LINE POLES WEST OF A POWER
 GU0162'LINE POLE WITH 3 TRANSFORMERS, 1 1/4 POWER POLES EAST OF A POWER
 GU0162'LINE POLE WITH 3 TRANSFORMERS, 66.6 FEET NORTH OF AND ACROSS THE
 GU0162'ROAD FROM THE NORTH CONCRETE WALL OF AN IRRIGATION CANAL, 22 1/2
 GU0162'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 13 FEET
 GU0162'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, ABOUT LEVEL
 GU0162'WITH THE ROAD, AND BRAZED ON TOP OF A 3 1/2-INCH IRON PIPE
 GU0162'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GU0162
 GU0162                          STATION RECOVERY (1967)
 GU0162
 GU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GU0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9048 ***********************************************************************
 JT9048  DESIGNATION -  29 A
 JT9048  PID         -  JT9048
 JT9048  STATE/COUNTY-  CA/NAPA
 JT9048  USGS QUAD   -  NAPA (1980)
 JT9048
 JT9048                         *CURRENT SURVEY CONTROL
 JT9048  ___________________________________________________________________
 JT9048* NAD 83(1986)-  38 19 30.     (N)    122 19 40.     (W)     SCALED    
 JT9048* NAVD 88     -        30.21   (+/-2cm)      99.1    (feet)  VERTCON   
 JT9048  ___________________________________________________________________
 JT9048  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9048  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9048
 JT9048.The horizontal coordinates were scaled from a topographic map and have
 JT9048.an estimated accuracy of +/- 6 seconds.
 JT9048
 JT9048.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9048.The vertical order pertains to the NGVD 29 superseded value.
 JT9048
 JT9048.The geoid height was determined by GEOID03.
 JT9048
 JT9048;                    North         East    Units  Estimated Accuracy
 JT9048;SPC CA 2     -   573,130.    1,971,340.      MT  (+/- 180 meters Scaled)
 JT9048
 JT9048                          SUPERSEDED SURVEY CONTROL
 JT9048
 JT9048  NGVD 29 (??/??/92)   29.415  (m)           96.51   (f) ADJ UNCH    2 2
 JT9048
 JT9048.Superseded values are not recommended for survey control.
 JT9048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9048.See file dsdata.txt to determine how the superseded data were derived.
 JT9048
 JT9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH587420(NAD 83)
 JT9048_MARKER: DD = SURVEY DISK
 JT9048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9048_SP_SET: CONCRETE POST
 JT9048_MARK LOGO: CA2330
 JT9048_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9048+STABILITY: SURFACE MOTION
 JT9048
 JT9048  HISTORY     - Date     Condition        Report By
 JT9048  HISTORY     - 1971     MONUMENTED       CA2330
 JT9048
 JT9048                          STATION DESCRIPTION
 JT9048
 JT9048'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9048'ALONG TROWER AVENUE, 1300 FT (396.2 M) EAST OF DRY CREEK AT NO. 1184,
 JT9048'10 FT (3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT9048'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9049 ***********************************************************************
 JT9049  DESIGNATION -  29 A 1
 JT9049  PID         -  JT9049
 JT9049  STATE/COUNTY-  CA/NAPA
 JT9049  USGS QUAD   -  NAPA (1980)
 JT9049
 JT9049                         *CURRENT SURVEY CONTROL
 JT9049  ___________________________________________________________________
 JT9049* NAD 83(1986)-  38 19 24.     (N)    122 19 46.     (W)     SCALED    
 JT9049* NAVD 88     -        30.87   (+/-2cm)     101.3    (feet)  VERTCON   
 JT9049  ___________________________________________________________________
 JT9049  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9049  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9049
 JT9049.The horizontal coordinates were scaled from a topographic map and have
 JT9049.an estimated accuracy of +/- 6 seconds.
 JT9049
 JT9049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9049.The vertical order pertains to the NGVD 29 superseded value.
 JT9049
 JT9049.The geoid height was determined by GEOID03.
 JT9049
 JT9049;                    North         East    Units  Estimated Accuracy
 JT9049;SPC CA 2     -   572,950.    1,971,190.      MT  (+/- 180 meters Scaled)
 JT9049
 JT9049                          SUPERSEDED SURVEY CONTROL
 JT9049
 JT9049  NGVD 29 (??/??/92)   30.073  (m)           98.66   (f) ADJ UNCH    2 2
 JT9049
 JT9049.Superseded values are not recommended for survey control.
 JT9049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9049.See file dsdata.txt to determine how the superseded data were derived.
 JT9049
 JT9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586419(NAD 83)
 JT9049_MARKER: DD = SURVEY DISK
 JT9049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9049_SP_SET: LIGHT POLE BASE
 JT9049_MARK LOGO: CA2330
 JT9049_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9049
 JT9049  HISTORY     - Date     Condition        Report By
 JT9049  HISTORY     - 1971     MONUMENTED       CA2330
 JT9049
 JT9049                          STATION DESCRIPTION
 JT9049
 JT9049'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9049'ALONG TROWER AVENUE, 800 FT (243.8 M) EAST OF DRY CREEK AT EDGE SUBD,
 JT9049'A BRASS CAP SET IN BASE OF LIGHT POLE ON NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9050 ***********************************************************************
 JT9050  DESIGNATION -  29 A 2
 JT9050  PID         -  JT9050
 JT9050  STATE/COUNTY-  CA/NAPA
 JT9050  USGS QUAD   -  NAPA (1980)
 JT9050
 JT9050                         *CURRENT SURVEY CONTROL
 JT9050  ___________________________________________________________________
 JT9050* NAD 83(1986)-  38 19 30.     (N)    122 19 40.     (W)     SCALED    
 JT9050* NAVD 88     -        30.52   (+/-2cm)     100.1    (feet)  VERTCON   
 JT9050  ___________________________________________________________________
 JT9050  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT9050  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9050
 JT9050.The horizontal coordinates were scaled from a topographic map and have
 JT9050.an estimated accuracy of +/- 6 seconds.
 JT9050
 JT9050.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9050.The vertical order pertains to the NGVD 29 superseded value.
 JT9050
 JT9050.The geoid height was determined by GEOID03.
 JT9050
 JT9050;                    North         East    Units  Estimated Accuracy
 JT9050;SPC CA 2     -   573,130.    1,971,340.      MT  (+/- 180 meters Scaled)
 JT9050
 JT9050                          SUPERSEDED SURVEY CONTROL
 JT9050
 JT9050  NGVD 29 (??/??/92)   29.719  (m)           97.50   (f) ADJ UNCH    2 2
 JT9050
 JT9050.Superseded values are not recommended for survey control.
 JT9050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9050.See file dsdata.txt to determine how the superseded data were derived.
 JT9050
 JT9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH587420(NAD 83)
 JT9050_MARKER: Z = SEE DESCRIPTION
 JT9050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9050_SP_SET: WELL MONUMENT
 JT9050_MARK LOGO: CA2330
 JT9050_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9050
 JT9050  HISTORY     - Date     Condition        Report By
 JT9050  HISTORY     - 1971     MONUMENTED       CA2330
 JT9050
 JT9050                          STATION DESCRIPTION
 JT9050
 JT9050'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9050'AT INTERSECTION OF TROWER AND PINOT AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9051 ***********************************************************************
 JT9051  DESIGNATION -  29 A 3
 JT9051  PID         -  JT9051
 JT9051  STATE/COUNTY-  CA/NAPA
 JT9051  USGS QUAD   -  NAPA (1980)
 JT9051
 JT9051                         *CURRENT SURVEY CONTROL
 JT9051  ___________________________________________________________________
 JT9051* NAD 83(1986)-  38 19 36.     (N)    122 19 34.     (W)     SCALED    
 JT9051* NAVD 88     -        29.76   (+/-2cm)      97.6    (feet)  VERTCON   
 JT9051  ___________________________________________________________________
 JT9051  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT9051  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9051
 JT9051.The horizontal coordinates were scaled from a topographic map and have
 JT9051.an estimated accuracy of +/- 6 seconds.
 JT9051
 JT9051.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9051.The vertical order pertains to the NGVD 29 superseded value.
 JT9051
 JT9051.The geoid height was determined by GEOID03.
 JT9051
 JT9051;                    North         East    Units  Estimated Accuracy
 JT9051;SPC CA 2     -   573,320.    1,971,480.      MT  (+/- 180 meters Scaled)
 JT9051
 JT9051                          SUPERSEDED SURVEY CONTROL
 JT9051
 JT9051  NGVD 29 (??/??/92)   28.964  (m)           95.03   (f) ADJ UNCH    2 2
 JT9051
 JT9051.Superseded values are not recommended for survey control.
 JT9051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9051.See file dsdata.txt to determine how the superseded data were derived.
 JT9051
 JT9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH589422(NAD 83)
 JT9051_MARKER: Z = SEE DESCRIPTION
 JT9051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9051_SP_SET: WELL MONUMENT
 JT9051_MARK LOGO: CA2330
 JT9051_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9051
 JT9051  HISTORY     - Date     Condition        Report By
 JT9051  HISTORY     - 1971     MONUMENTED       CA2330
 JT9051
 JT9051                          STATION DESCRIPTION
 JT9051
 JT9051'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9051'AT INTERSECTION OF TROWER AND TOKAY STREETS, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2320 ***********************************************************************
 DX2320  DESIGNATION -  29 A 41
 DX2320  PID         -  DX2320
 DX2320  STATE/COUNTY-  CA/ORANGE
 DX2320  USGS QUAD   -  ANAHEIM (1981)
 DX2320
 DX2320                         *CURRENT SURVEY CONTROL
 DX2320  ___________________________________________________________________
 DX2320* NAD 83(1986)-  33 50 05.     (N)    117 56 30.     (W)     SCALED    
 DX2320* NAVD 88     -        40.00   (+/-2cm)     131.2    (feet)  VERTCON   
 DX2320  ___________________________________________________________________
 DX2320  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DX2320  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2320
 DX2320.The horizontal coordinates were scaled from a topographic map and have
 DX2320.an estimated accuracy of +/- 6 seconds.
 DX2320
 DX2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2320.The vertical order pertains to the NGVD 29 superseded value.
 DX2320
 DX2320.The geoid height was determined by GEOID03.
 DX2320
 DX2320;                    North         East    Units  Estimated Accuracy
 DX2320;SPC CA 6     -   686,270.    1,843,420.      MT  (+/- 180 meters Scaled)
 DX2320
 DX2320                          SUPERSEDED SURVEY CONTROL
 DX2320
 DX2320  NGVD 29 (??/??/??)   39.329  (m)          129.03   (f) ADJUSTED    1 2
 DX2320
 DX2320.Superseded values are not recommended for survey control.
 DX2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2320.See file dsdata.txt to determine how the superseded data were derived.
 DX2320
 DX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT128442(NAD 83)
 DX2320_MARKER: DD = SURVEY DISK
 DX2320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2320_SP_SET: CULVERT
 DX2320_STAMPING: BM 29 A 41
 DX2320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2320
 DX2320  HISTORY     - Date     Condition        Report By
 DX2320  HISTORY     - UNK      MONUMENTED       CADH
 DX2320  HISTORY     - 1966     GOOD             NGS
 DX2320
 DX2320                          STATION DESCRIPTION
 DX2320
 DX2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DX2320'2 MI NW FROM ANAHEIM.
 DX2320'IT IS 2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 DX2320'FROM THE STATION IN ANAHEIM, SITUATED BETWEEN THE INTERSTATE
 DX2320'HIGHWAY 5 AND THE RAILROAD, AND THE PARKING LOT OF THE ROBERTSHAW
 DX2320'INDUSTRIAL INSTRUMENTATION AND CONTROL PLANT, 185 FEET NORTHWEST
 DX2320'OF THE EUCLID AVENUE AND INTERSTATE HIGHWAY 5 INTERCHANGE,
 DX2320'8.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, AND
 DX2320'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE TOP OF A CONCRETE
 DX2320'HEADWALL OF A RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0439 ***********************************************************************
 EV0439  DESIGNATION -  29 A 69
 EV0439  PID         -  EV0439
 EV0439  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0439  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0439
 EV0439                         *CURRENT SURVEY CONTROL
 EV0439  ___________________________________________________________________
 EV0439* NAD 83(1986)-  34 05 07.     (N)    116 31 35.     (W)     SCALED    
 EV0439* NAVD 88     -       831.05   (+/-2cm)    2726.5    (feet)  VERTCON   
 EV0439  ___________________________________________________________________
 EV0439  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EV0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0439
 EV0439.The horizontal coordinates were scaled from a topographic map and have
 EV0439.an estimated accuracy of +/- 6 seconds.
 EV0439
 EV0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0439.The vertical order pertains to the NGVD 29 superseded value.
 EV0439
 EV0439.The geoid height was determined by GEOID03.
 EV0439
 EV0439;                    North         East    Units  Estimated Accuracy
 EV0439;SPC CA 5     -   565,920.    2,136,000.      MT  (+/- 180 meters Scaled)
 EV0439
 EV0439                          SUPERSEDED SURVEY CONTROL
 EV0439
 EV0439  NGVD 29 (??/??/92)  830.229  (m)         2723.84   (f) ADJ UNCH    1 2
 EV0439
 EV0439.Superseded values are not recommended for survey control.
 EV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0439.See file dsdata.txt to determine how the superseded data were derived.
 EV0439
 EV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT436717(NAD 83)
 EV0439_MARKER: DD = SURVEY DISK
 EV0439_SETTING: 0 = UNSPECIFIED SETTING
 EV0439_STAMPING: 29-A-69
 EV0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0439
 EV0439  HISTORY     - Date     Condition        Report By
 EV0439  HISTORY     - 1969     MONUMENTED       CADH
 EV0439  HISTORY     - 20050327 MARK NOT FOUND   USPSQD
 EV0439
 EV0439                          STATION DESCRIPTION
 EV0439
 EV0439'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 EV0439'4.2 MI NE FROM MORONGO VALLEY.
 EV0439'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 62, FROM THE MORONGO
 EV0439'POST OFFICE, LOCATED ON PARADISE AVE., A BRASS DISK IN CONCRETE
 EV0439'(CONCRETE NOT DEEP ENOUGH OR STABLE ENOUGH FOR 1ST ORDER BENCH),
 EV0439'47 FEET NORTHWESTERLY OF TWENTY-NINE PALMS ROAD, 3 FEET NORTH
 EV0439'POWER POLE 1685702E, 2 FEET ABOVE TWENTY-NINE PALMS ROAD, AT
 EV0439'RAMONA ROAD.
 EV0439
 EV0439                          STATION RECOVERY (2005)
 EV0439
 EV0439'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1218 ***********************************************************************
 FT1218  DESIGNATION -  29 BIS
 FT1218  PID         -  FT1218
 FT1218  STATE/COUNTY-  CA/KERN
 FT1218  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1218
 FT1218                         *CURRENT SURVEY CONTROL
 FT1218  ___________________________________________________________________
 FT1218* NAD 83(1986)-  35 31 05.     (N)    117 56 27.     (W)     SCALED    
 FT1218* NAVD 88     -       931.692  (meters)    3056.73   (feet)  ADJUSTED  
 FT1218  ___________________________________________________________________
 FT1218  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FT1218  DYNAMIC HT  -         930.615 (meters)    3053.19  (feet)  COMP
 FT1218  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 FT1218
 FT1218  VERT ORDER  -  FIRST     CLASS II
 FT1218
 FT1218.The horizontal coordinates were scaled from a topographic map and have
 FT1218.an estimated accuracy of +/- 6 seconds.
 FT1218
 FT1218.The orthometric height was determined by differential leveling
 FT1218.and adjusted in June 1991.
 FT1218
 FT1218.The geoid height was determined by GEOID03.
 FT1218
 FT1218.The dynamic height is computed by dividing the NAVD 88
 FT1218.geopotential number by the normal gravity value computed on the
 FT1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1218.degrees latitude (g = 980.6199 gals.).
 FT1218
 FT1218.The modeled gravity was interpolated from observed gravity values.
 FT1218
 FT1218;                    North         East    Units  Estimated Accuracy
 FT1218;SPC CA 5     -   723,860.    2,005,370.      MT  (+/- 180 meters Scaled)
 FT1218
 FT1218                          SUPERSEDED SURVEY CONTROL
 FT1218
 FT1218.No superseded survey control is available for this station.
 FT1218
 FT1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV146309(NAD 83)
 FT1218_MARKER: DB = BENCH MARK DISK
 FT1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1218_SP_SET: CONCRETE POST
 FT1218_STAMPING: 29 BIS 1966 3054
 FT1218_MARK LOGO: USGS  
 FT1218_PROJECTION: FLUSH
 FT1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1218+STABILITY: SURFACE MOTION
 FT1218
 FT1218  HISTORY     - Date     Condition        Report By
 FT1218  HISTORY     - 1966     MONUMENTED       USGS
 FT1218  HISTORY     - 1983     GOOD             NGS
 FT1218
 FT1218                          STATION DESCRIPTION
 FT1218
 FT1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1218'27.1 KM (16.8 MI) NORTH FROM CANTIL.
 FT1218'27.1 KM (16.85 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FT1218'AT CANTIL, 0.2 KM (0.1 MI) NORTH OF MILEPOST 51.50, 14.6 METERS
 FT1218'(48 FT) EAST OF THE HIGHWAY CENTERLINE AND 46.3 METERS (152 FT) WEST
 FT1218'OF THE RIGHT OF WAY FENCE.
 FT1218'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FT1218'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0050 ***********************************************************************
 DY0050  DESIGNATION -  29 DPW
 DY0050  PID         -  DY0050
 DY0050  STATE/COUNTY-  CA/ORANGE
 DY0050  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0050
 DY0050                         *CURRENT SURVEY CONTROL
 DY0050  ___________________________________________________________________
 DY0050* NAD 83(1986)-  33 47 47.     (N)    118 03 16.     (W)     SCALED    
 DY0050* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 DY0050  ___________________________________________________________________
 DY0050  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0050  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0050
 DY0050.The horizontal coordinates were scaled from a topographic map and have
 DY0050.an estimated accuracy of +/- 6 seconds.
 DY0050
 DY0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0050.The vertical order pertains to the NGVD 29 superseded value.
 DY0050
 DY0050.The geoid height was determined by GEOID03.
 DY0050
 DY0050;                    North         East    Units  Estimated Accuracy
 DY0050;SPC CA 6     -   682,190.    1,832,910.      MT  (+/- 180 meters Scaled)
 DY0050
 DY0050                          SUPERSEDED SURVEY CONTROL
 DY0050
 DY0050  NGVD 29 (??/??/92)    6.916  (m)           22.69   (f) ADJ UNCH    1 2
 DY0050
 DY0050.Superseded values are not recommended for survey control.
 DY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0050.See file dsdata.txt to determine how the superseded data were derived.
 DY0050
 DY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023400(NAD 83)
 DY0050_MARKER: DD = SURVEY DISK
 DY0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0050+STABILITY: SURFACE MOTION
 DY0050
 DY0050  HISTORY     - Date     Condition        Report By
 DY0050  HISTORY     - UNK      MONUMENTED       CA1980
 DY0050  HISTORY     - 1945     GOOD             NGS
 DY0050  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0050
 DY0050                          STATION DESCRIPTION
 DY0050
 DY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0050'AT LOS ALAMITOS NAS.
 DY0050'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET ALONG THE FIRST
 DY0050'STREET NORTH OF SARATOGA AVE., 36.2 FEET NORTH OF NORTH CURB
 DY0050'OF STREET, 20.3 FEET WEST OF THE EAST FACE OF THE EAST-MOST
 DY0050'WING ON THE NORTH SIDE OF BUILDING NO. 5, 0.7 FOOT EAST OF
 DY0050'REFERENCE POST.  A 1-INCH SQUARE IRON BOLT SET IN TOP OF A
 DY0050'CONCRETE POST ABOUT 1 FOOT BELOW GROUND LEVEL.  1 INCH IRON
 DY0050'BOLT SET IN TOP OF CONCRETE POST.
 DY0050
 DY0050                          STATION RECOVERY (1964)
 DY0050
 DY0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2224 ***********************************************************************
 EV2224  DESIGNATION -  29 FMK
 EV2224  PID         -  EV2224
 EV2224  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2224  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2224
 EV2224                         *CURRENT SURVEY CONTROL
 EV2224  ___________________________________________________________________
 EV2224* NAD 83(1986)-  34 59 41.     (N)    117 35 27.     (W)     SCALED    
 EV2224* NAVD 88     -       762.793  (meters)    2502.60   (feet)  ADJUSTED  
 EV2224  ___________________________________________________________________
 EV2224  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2224  DYNAMIC HT  -         761.933 (meters)    2499.78  (feet)  COMP
 EV2224  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 EV2224
 EV2224  VERT ORDER  -  FIRST     CLASS I
 EV2224
 EV2224.The horizontal coordinates were scaled from a topographic map and have
 EV2224.an estimated accuracy of +/- 6 seconds.
 EV2224
 EV2224.The orthometric height was determined by differential leveling
 EV2224.and adjusted in June 1991.
 EV2224.WARNING-Repeat measurements at this control monument indicate possible
 EV2224.vertical movement.
 EV2224
 EV2224.The geoid height was determined by GEOID03.
 EV2224
 EV2224.The dynamic height is computed by dividing the NAVD 88
 EV2224.geopotential number by the normal gravity value computed on the
 EV2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2224.degrees latitude (g = 980.6199 gals.).
 EV2224
 EV2224.The modeled gravity was interpolated from observed gravity values.
 EV2224
 EV2224;                    North         East    Units  Estimated Accuracy
 EV2224;SPC CA 5     -   665,880.    2,037,350.      MT  (+/- 180 meters Scaled)
 EV2224
 EV2224                          SUPERSEDED SURVEY CONTROL
 EV2224
 EV2224  NGVD 29 (??/??/92)  761.996  (m)         2499.98   (f) ADJ UNCH    1 1
 EV2224
 EV2224.Superseded values are not recommended for survey control.
 EV2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2224.See file dsdata.txt to determine how the superseded data were derived.
 EV2224
 EV2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU460726(NAD 83)
 EV2224_MARKER: DD = SURVEY DISK
 EV2224_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2224_SP_SET: 15 FEET
 EV2224_STAMPING: 29 FMK 1973
 EV2224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2224
 EV2224  HISTORY     - Date     Condition        Report By
 EV2224  HISTORY     - 1973     MONUMENTED       USGS
 EV2224  HISTORY     - 1974     GOOD             NGS
 EV2224  HISTORY     - 1977     GOOD             NGS
 EV2224
 EV2224                          STATION DESCRIPTION
 EV2224
 EV2224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2224'3.4 MI E FROM BORON.
 EV2224'3.45 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2224'FROM THE STATION AT BORON, 14 POLES EAST OF MILEPOST 781, 7
 EV2224'POLES EAST OF BENCH MARK 28 FMK (USGS), 37.7 FEET SOUTH OF THE
 EV2224'SOUTH RAIL, 14 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD,
 EV2224'3 1/2 FEET NORTH OF TELEPHONE POLE 190-20, 1.1 FEET EAST OF A
 EV2224'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 EV2224'DRIVEN TO A DEPTH OF 15 FEET.  THE UPPER PORTION OF THE ROD IS
 EV2224'ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE
 EV2224'GROUND.  SECTION 2, T10N, R7W
 EV2224
 EV2224                          STATION RECOVERY (1977)
 EV2224
 EV2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6287 ***********************************************************************
 DH6287  DESIGNATION -  29 LAK 1.70
 DH6287  PID         -  DH6287
 DH6287  STATE/COUNTY-  CA/LAKE
 DH6287  USGS QUAD   -  DETERT RESERVOIR (1997)
 DH6287
 DH6287                         *CURRENT SURVEY CONTROL
 DH6287  ___________________________________________________________________
 DH6287* NAD 83(2007)-  38 42 03.56074(N)    122 36 09.03598(W)     ADJUSTED  
 DH6287* NAVD 88     -       391.8    (meters)    1285.     (feet)  GPS OBS   
 DH6287  ___________________________________________________________________
 DH6287  EPOCH DATE  -        2007.00
 DH6287  X           -  -2,685,650.188 (meters)                     COMP
 DH6287  Y           -  -4,199,028.873 (meters)                     COMP
 DH6287  Z           -   3,966,692.167 (meters)                     COMP
 DH6287  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DH6287  ELLIP HEIGHT-         361.625 (meters)          (02/10/07) ADJUSTED
 DH6287  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DH6287
 DH6287  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6287  Type    PID    Designation                      North   East  Ellip
 DH6287  -------------------------------------------------------------------
 DH6287  NETWORK DH6287 29 LAK 1.70                       1.39   1.39   3.61
 DH6287  -------------------------------------------------------------------
 DH6287
 DH6287.The horizontal coordinates were established by GPS observations
 DH6287.and adjusted by the National Geodetic Survey in February 2007.
 DH6287
 DH6287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6287.The horizontal coordinates are valid at the epoch date displayed above.
 DH6287.The epoch date for horizontal control is a decimal equivalence
 DH6287.of Year/Month/Day.
 DH6287
 DH6287.The orthometric height was determined by GPS observations and a
 DH6287.high-resolution geoid model.
 DH6287
 DH6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6287
 DH6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6287
 DH6287.The ellipsoidal height was determined by GPS observations
 DH6287.and is referenced to NAD 83.
 DH6287
 DH6287.The geoid height was determined by GEOID03.
 DH6287
 DH6287;                    North         East     Units Scale Factor Converg.
 DH6287;SPC CA 2     -   614,989.296 1,947,591.451   MT  0.99993696   -0 22 47.5
 DH6287;SPC CA 2     - 2,017,677.38  6,389,722.95   sFT  0.99993696   -0 22 47.5
 DH6287;UTM  10      - 4,283,670.838   534,563.814   MT  0.99961471   +0 14 54.7
 DH6287
 DH6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6287!SPC CA 2     -   0.99994326  x   0.99993696  =   0.99988023
 DH6287!UTM  10      -   0.99994326  x   0.99961471  =   0.99955800
 DH6287
 DH6287                          SUPERSEDED SURVEY CONTROL
 DH6287
 DH6287  NAD 83(1998)-  38 42 03.55852(N)    122 36 09.03647(W) AD(2004.69) B
 DH6287  ELLIP H (09/28/05)  361.652  (m)                       GP(       ) 4 1
 DH6287
 DH6287.Superseded values are not recommended for survey control.
 DH6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6287.See file dsdata.txt to determine how the superseded data were derived.
 DH6287
 DH6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH3456483671(NAD 83)
 DH6287_MARKER: DD = SURVEY DISK
 DH6287_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6287_STAMPING: 029 LAK 1.70
 DH6287_MARK LOGO: CSRC  
 DH6287_PROJECTION: FLUSH
 DH6287_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6287+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 DH6287_ROD/PIPE-DEPTH: 5.4  meters
 DH6287
 DH6287  HISTORY     - Date     Condition        Report By
 DH6287  HISTORY     - 20040914 MONUMENTED       CADT
 DH6287
 DH6287                          STATION DESCRIPTION
 DH6287
 DH6287'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6287'THE STATION IS LOCATED IN LAKE COUNTY,  APPROXIMATELY 6.6 KM (4.1 MI)
 DH6287'SOUTHERLY ALONG  U.S. HIGHWAY 29 FROM MIDDLETOWN AND 22.52 KM (13.9
 DH6287'MI) NORTHERLY FROM CALISTOGA.
 DH6287' 
 DH6287'TO REACH THE STATION FROM THE INTERESECTION OF STATE HIGHWAYS 175 AND
 DH6287'29 IN  MIDDLETOWN PROCEED 6.64 KM (4.1 MI) SOUTHERLY ALONG HIGHWAY 29
 DH6287'TO POST MILE 1.79  AND THE  STATION ON THE RIGHT.
 DH6287' 
 DH6287'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6287'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M EAST OF A STEEL FENCE
 DH6287'POST AND CARSONITE MARKER, 14.1 M  EAST OF THE CENTERLINE OF HIGHWAY
 DH6287'29,  61.0 M NORTH OF A CULVERT WITH POST MILE MARKER  1.74 ON HIGHWAY
 DH6287'29, 14.1 M NORTHEAST OF A POWER POLE,  AND 6.8 M EAST OF THE EDGE OF
 DH6287'PAVEMENT OF HIGHWAY 29.
 DH6287' 
 DH6287'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6287'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6287'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6287'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6287'EUREKA.
 DH6287' 
 DH6287'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6287'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6286 ***********************************************************************
 DH6286  DESIGNATION -  29 LAK 14.85
 DH6286  PID         -  DH6286
 DH6286  STATE/COUNTY-  CA/LAKE
 DH6286  USGS QUAD   -  MIDDLETOWN (1993)
 DH6286
 DH6286                         *CURRENT SURVEY CONTROL
 DH6286  ___________________________________________________________________
 DH6286* NAD 83(2007)-  38 50 51.74960(N)    122 36 38.39410(W)     ADJUSTED  
 DH6286* NAVD 88     -       471.4    (meters)    1547.     (feet)  GPS OBS   
 DH6286  ___________________________________________________________________
 DH6286  EPOCH DATE  -        2007.00
 DH6286  X           -  -2,680,783.952 (meters)                     COMP
 DH6286  Y           -  -4,190,106.469 (meters)                     COMP
 DH6286  Z           -   3,979,441.047 (meters)                     COMP
 DH6286  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DH6286  ELLIP HEIGHT-         441.586 (meters)          (02/10/07) ADJUSTED
 DH6286  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DH6286
 DH6286  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6286  Type    PID    Designation                      North   East  Ellip
 DH6286  -------------------------------------------------------------------
 DH6286  NETWORK DH6286 29 LAK 14.85                      1.02   0.98   2.74
 DH6286  -------------------------------------------------------------------
 DH6286
 DH6286.The horizontal coordinates were established by GPS observations
 DH6286.and adjusted by the National Geodetic Survey in February 2007.
 DH6286
 DH6286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6286.The horizontal coordinates are valid at the epoch date displayed above.
 DH6286.The epoch date for horizontal control is a decimal equivalence
 DH6286.of Year/Month/Day.
 DH6286
 DH6286.The orthometric height was determined by GPS observations and a
 DH6286.high-resolution geoid model.
 DH6286
 DH6286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6286
 DH6286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6286
 DH6286.The ellipsoidal height was determined by GPS observations
 DH6286.and is referenced to NAD 83.
 DH6286
 DH6286.The geoid height was determined by GEOID03.
 DH6286
 DH6286;                    North         East     Units Scale Factor Converg.
 DH6286;SPC CA 2     -   631,279.978 1,946,991.544   MT  0.99992318   -0 23 06.0
 DH6286;SPC CA 2     - 2,071,124.39  6,387,754.76   sFT  0.99992318   -0 23 06.0
 DH6286;UTM  10      - 4,299,948.824   533,785.404   MT  0.99961406   +0 14 39.2
 DH6286
 DH6286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6286!SPC CA 2     -   0.99993072  x   0.99992318  =   0.99985391
 DH6286!UTM  10      -   0.99993072  x   0.99961406  =   0.99954481
 DH6286
 DH6286                          SUPERSEDED SURVEY CONTROL
 DH6286
 DH6286  NAD 83(1998)-  38 50 51.74719(N)    122 36 38.39458(W) AD(2004.69) B
 DH6286  ELLIP H (09/28/05)  441.606  (m)                       GP(       ) 4 1
 DH6286
 DH6286.Superseded values are not recommended for survey control.
 DH6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6286.See file dsdata.txt to determine how the superseded data were derived.
 DH6286
 DH6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH3378599949(NAD 83)
 DH6286_MARKER: DD = SURVEY DISK
 DH6286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6286+WITH SETTING: INFORMATION.
 DH6286_STAMPING: 029 LAK 14.85
 DH6286_MARK LOGO: CSRC  
 DH6286_PROJECTION: FLUSH
 DH6286_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6286+STABILITY: SURFACE MOTION
 DH6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6286+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 DH6286_ROD/PIPE-DEPTH: 2.9  meters
 DH6286
 DH6286  HISTORY     - Date     Condition        Report By
 DH6286  HISTORY     - 20040914 MONUMENTED       CADT
 DH6286
 DH6286                          STATION DESCRIPTION
 DH6286
 DH6286'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6286'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 14.6 KM (9.0
 DH6286'MI) NORTHEASTERLY  ALONG U.S. HIGHWAY 29 FROM MIDDLETOWN AND 8.7 KM
 DH6286'(5.4 MI) SOUTHWESTERLY OF LOWERLAKE.
 DH6286' 
 DH6286'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 29 AND 175 IN
 DH6286'MIDDLETOWN  PROCEED NORTHEASTERLY 14.64 KM (9.04 MI) ALONG HIGHWAY 29
 DH6286'TO THE INTERSECTION OF  HOFACKER ROAD.
 DH6286' 
 DH6286'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6286'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTHWEST OF  A STEEL
 DH6286'FENCE POST AND CARSONITE MARKER,  9.6 M SOUTHWEST OF  A CULVERT AT
 DH6286'POST MILE MARKER 14.84 ON HIGHWAY 29, 17.5 M SOUTHEAST  OF THE
 DH6286'CENTERLINE OF HIGHWAY 29, AND 25.6 M SOUTHWEST OF THE CENTERLINE OF
 DH6286'HOFACKER  ROAD.
 DH6286' 
 DH6286'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6286'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6286'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6286'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6286'EUREKA.
 DH6286' 
 DH6286'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HIEGHT
 DH6286'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6296 ***********************************************************************
 DH6296  DESIGNATION -  29 LAK 23.74
 DH6296  PID         -  DH6296
 DH6296  STATE/COUNTY-  CA/LAKE
 DH6296  USGS QUAD   -  CLEARLAKE HIGHLANDS (1993)
 DH6296
 DH6296                         *CURRENT SURVEY CONTROL
 DH6296  ___________________________________________________________________
 DH6296* NAD 83(2007)-  38 54 18.66212(N)    122 40 27.40352(W)     ADJUSTED  
 DH6296* NAVD 88     -       636.3    (meters)    2088.     (feet)  GPS OBS   
 DH6296  ___________________________________________________________________
 DH6296  EPOCH DATE  -        2007.00
 DH6296  X           -  -2,683,341.589 (meters)                     COMP
 DH6296  Y           -  -4,183,864.319 (meters)                     COMP
 DH6296  Z           -   3,984,512.246 (meters)                     COMP
 DH6296  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DH6296  ELLIP HEIGHT-         606.517 (meters)          (02/10/07) ADJUSTED
 DH6296  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DH6296
 DH6296  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6296  Type    PID    Designation                      North   East  Ellip
 DH6296  -------------------------------------------------------------------
 DH6296  NETWORK DH6296 29 LAK 23.74                      1.22   1.08   2.80
 DH6296  -------------------------------------------------------------------
 DH6296
 DH6296.The horizontal coordinates were established by GPS observations
 DH6296.and adjusted by the National Geodetic Survey in February 2007.
 DH6296
 DH6296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6296.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6296.The horizontal coordinates are valid at the epoch date displayed above.
 DH6296.The epoch date for horizontal control is a decimal equivalence
 DH6296.of Year/Month/Day.
 DH6296
 DH6296.The orthometric height was determined by GPS observations and a
 DH6296.high-resolution geoid model.
 DH6296
 DH6296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6296
 DH6296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6296
 DH6296.The ellipsoidal height was determined by GPS observations
 DH6296.and is referenced to NAD 83.
 DH6296
 DH6296.The geoid height was determined by GEOID03.
 DH6296
 DH6296;                    North         East     Units Scale Factor Converg.
 DH6296;SPC CA 2     -   637,698.895 1,941,517.021   MT  0.99991956   -0 25 30.4
 DH6296;SPC CA 2     - 2,092,183.79  6,369,793.76   sFT  0.99991956   -0 25 30.4
 DH6296;UTM  10      - 4,306,305.244   528,242.411   MT  0.99960982   +0 12 16.4
 DH6296
 DH6296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6296!SPC CA 2     -   0.99990485  x   0.99991956  =   0.99982442
 DH6296!UTM  10      -   0.99990485  x   0.99960982  =   0.99951470
 DH6296
 DH6296                          SUPERSEDED SURVEY CONTROL
 DH6296
 DH6296  NAD 83(1998)-  38 54 18.65939(N)    122 40 27.40385(W) AD(2004.69) B
 DH6296  ELLIP H (09/28/05)  606.535  (m)                       GP(       ) 4 1
 DH6296
 DH6296.Superseded values are not recommended for survey control.
 DH6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6296.See file dsdata.txt to determine how the superseded data were derived.
 DH6296
 DH6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ2824206305(NAD 83)
 DH6296_MARKER: DD = SURVEY DISK
 DH6296_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6296+WITH SETTING: INFORMATION.
 DH6296_STAMPING: 029 LAK 23.74
 DH6296_MARK LOGO: CSRC  
 DH6296_PROJECTION: FLUSH
 DH6296_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6296+STABILITY: SURFACE MOTION
 DH6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6296+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6296_ROD/PIPE-DEPTH: 2.9  meters
 DH6296
 DH6296  HISTORY     - Date     Condition        Report By
 DH6296  HISTORY     - 20040828 MONUMENTED       CADT
 DH6296
 DH6296                          STATION DESCRIPTION
 DH6296
 DH6296'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6296'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 5.5 KM (3.4 MI)
 DH6296'NORTHWESTERLY  ALONG U.S. HIGHWAY 29 FROM LOWER LAKE AND 17.2 KM (10.6
 DH6296'MI) SOUTHWESTERLY OF KELSEYVILLE.
 DH6296' 
 DH6296'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 53 AND 29
 DH6296'IN LOWER LAKE  PROCEED 5.50 KM (3.4 MI) NORTH WESTERLY ALONG HIGHWAY
 DH6296'29 TO DIENER DRIVE.  CONTINUE  WESTERLY 0.25 KM  (0.16 MI) ALONG
 DH6296'DIENER DRIVE AND THE MONUMENT ON THE LEFT.
 DH6296' 
 DH6296'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6296'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M NORTHEAST OF A STEEL
 DH6296'FENCE POST AND CARSONITE MARKER,   23.5 M SOUTHEAST OF A 0.6 M DIA.
 DH6296'PINE TREE,  6.9 M NORTHEAST OF THE CENTERLINE OF DIENER  DRIVE, AND
 DH6296'3.3 M NORTHEAST OF THE EDGE OF PAVEMENT.
 DH6296' 
 DH6296'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6296'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6296'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6296'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6296'EUREKA.
 DH6296' 
 DH6296'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6296'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6295 ***********************************************************************
 DH6295  DESIGNATION -  29 LAK 27.45
 DH6295  PID         -  DH6295
 DH6295  STATE/COUNTY-  CA/LAKE
 DH6295  USGS QUAD   -  CLEARLAKE HIGHLANDS (1993)
 DH6295
 DH6295                         *CURRENT SURVEY CONTROL
 DH6295  ___________________________________________________________________
 DH6295* NAD 83(2007)-  38 55 40.76123(N)    122 43 58.67099(W)     ADJUSTED  
 DH6295* NAVD 88     -       570.2    (meters)    1871.     (feet)  GPS OBS   
 DH6295  ___________________________________________________________________
 DH6295  EPOCH DATE  -        2007.00
 DH6295  X           -  -2,686,737.694 (meters)                     COMP
 DH6295  Y           -  -4,179,732.521 (meters)                     COMP
 DH6295  Z           -   3,986,440.757 (meters)                     COMP
 DH6295  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DH6295  ELLIP HEIGHT-         540.472 (meters)          (02/10/07) ADJUSTED
 DH6295  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DH6295
 DH6295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6295  Type    PID    Designation                      North   East  Ellip
 DH6295  -------------------------------------------------------------------
 DH6295  NETWORK DH6295 29 LAK 27.45                      1.69   1.45   3.31
 DH6295  -------------------------------------------------------------------
 DH6295
 DH6295.The horizontal coordinates were established by GPS observations
 DH6295.and adjusted by the National Geodetic Survey in February 2007.
 DH6295
 DH6295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6295.The horizontal coordinates are valid at the epoch date displayed above.
 DH6295.The epoch date for horizontal control is a decimal equivalence
 DH6295.of Year/Month/Day.
 DH6295
 DH6295.The orthometric height was determined by GPS observations and a
 DH6295.high-resolution geoid model.
 DH6295
 DH6295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6295
 DH6295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6295
 DH6295.The ellipsoidal height was determined by GPS observations
 DH6295.and is referenced to NAD 83.
 DH6295
 DH6295.The geoid height was determined by GEOID03.
 DH6295
 DH6295;                    North         East     Units Scale Factor Converg.
 DH6295;SPC CA 2     -   640,269.723 1,936,447.517   MT  0.99991839   -0 27 43.6
 DH6295;SPC CA 2     - 2,100,618.25  6,353,161.56   sFT  0.99991839   -0 27 43.6
 DH6295;UTM  10      - 4,308,819.412   523,146.539   MT  0.99960660   +0 10 04.0
 DH6295
 DH6295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6295!SPC CA 2     -   0.99991521  x   0.99991839  =   0.99983361
 DH6295!UTM  10      -   0.99991521  x   0.99960660  =   0.99952184
 DH6295
 DH6295                          SUPERSEDED SURVEY CONTROL
 DH6295
 DH6295  NAD 83(1998)-  38 55 40.75812(N)    122 43 58.67102(W) AD(2004.69) B
 DH6295  ELLIP H (09/28/05)  540.491  (m)                       GP(       ) 4 1
 DH6295
 DH6295.Superseded values are not recommended for survey control.
 DH6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6295.See file dsdata.txt to determine how the superseded data were derived.
 DH6295
 DH6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ2314708819(NAD 83)
 DH6295_MARKER: DD = SURVEY DISK
 DH6295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6295_STAMPING: 029 LAK 27.45
 DH6295_MARK LOGO: CSRC  
 DH6295_PROJECTION: FLUSH
 DH6295_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6295+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 DH6295_ROD/PIPE-DEPTH: 4.3  meters
 DH6295
 DH6295  HISTORY     - Date     Condition        Report By
 DH6295  HISTORY     - 20040827 MONUMENTED       CADT
 DH6295
 DH6295                          STATION DESCRIPTION
 DH6295
 DH6295'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6295'THE STATION IS IN LAKE COUNTY ON HIGHWAY 29, APPROXIMATELY 12.2 KM
 DH6295'(7.5 MI) EAST OF  KELSEYVILLE, AND 18.O KM (11.1 MI) SOUTH WEST OF
 DH6295'CLEARLAKE.
 DH6295' 
 DH6295'TO REACH THE STATION FROM THE INTERSECTIONS OF STATE HIGHWAY 29,
 DH6295'REDHILL ROAD AND 281  (SODA BAY ROAD). GO EAST ON HIGHWAY 29 0.81 KM
 DH6295'(0.50 MI) TO THE STATION ON THE RIGHT AT POST MILE 27.45.
 DH6295' 
 DH6295'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6295'SET IN CONCRETE  FLUSH WITH THE GROUND.  2.0 M NORTH OF A ORANGE
 DH6295'CARSONITE MARKER, 3.6 M EAST OF THE EAST  SIDE OF DITCH, 40 M WEST OF
 DH6295'CL OF PAVED ROAD TO BECKSTOFFER VINEYARDS, ADDRESS 8059  HIGHWAY 29,
 DH6295'AND 12.2 M SOUTH OF EDGE OF PAVEMENT HIGHWAY 29.
 DH6295' 
 DH6295'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6295'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6295'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6295'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6295'EUREKA.
 DH6295' 
 DH6295'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6295'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6294 ***********************************************************************
 DH6294  DESIGNATION -  29 LAK 36.18
 DH6294  PID         -  DH6294
 DH6294  STATE/COUNTY-  CA/LAKE
 DH6294  USGS QUAD   -  KELSEYVILLE (1993)
 DH6294
 DH6294                         *CURRENT SURVEY CONTROL
 DH6294  ___________________________________________________________________
 DH6294* NAD 83(2007)-  38 59 02.01313(N)    122 51 22.11022(W)     ADJUSTED  
 DH6294* NAVD 88     -       430.6    (meters)    1413.     (feet)  GPS OBS   
 DH6294  ___________________________________________________________________
 DH6294  EPOCH DATE  -        2007.00
 DH6294  X           -  -2,693,541.309 (meters)                     COMP
 DH6294  Y           -  -4,170,577.560 (meters)                     COMP
 DH6294  Z           -   3,991,179.343 (meters)                     COMP
 DH6294  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DH6294  ELLIP HEIGHT-         400.813 (meters)          (02/10/07) ADJUSTED
 DH6294  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DH6294
 DH6294  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6294  Type    PID    Designation                      North   East  Ellip
 DH6294  -------------------------------------------------------------------
 DH6294  NETWORK DH6294 29 LAK 36.18                      1.51   1.29   3.04
 DH6294  -------------------------------------------------------------------
 DH6294
 DH6294.The horizontal coordinates were established by GPS observations
 DH6294.and adjusted by the National Geodetic Survey in February 2007.
 DH6294
 DH6294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6294.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6294.The horizontal coordinates are valid at the epoch date displayed above.
 DH6294.The epoch date for horizontal control is a decimal equivalence
 DH6294.of Year/Month/Day.
 DH6294
 DH6294.The orthometric height was determined by GPS observations and a
 DH6294.high-resolution geoid model.
 DH6294
 DH6294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6294
 DH6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6294
 DH6294.The ellipsoidal height was determined by GPS observations
 DH6294.and is referenced to NAD 83.
 DH6294
 DH6294.The geoid height was determined by GEOID03.
 DH6294
 DH6294;                    North         East     Units Scale Factor Converg.
 DH6294;SPC CA 2     -   646,568.397 1,925,826.021   MT  0.99991621   -0 32 23.2
 DH6294;SPC CA 2     - 2,121,283.15  6,318,314.20   sFT  0.99991621   -0 32 23.2
 DH6294;UTM  10      - 4,314,998.963   512,459.767   MT  0.99960191   +0 05 25.8
 DH6294
 DH6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6294!SPC CA 2     -   0.99993712  x   0.99991621  =   0.99985333
 DH6294!UTM  10      -   0.99993712  x   0.99960191  =   0.99953905
 DH6294
 DH6294                          SUPERSEDED SURVEY CONTROL
 DH6294
 DH6294  NAD 83(1998)-  38 59 02.00990(N)    122 51 22.10962(W) AD(2004.69) B
 DH6294  ELLIP H (09/28/05)  400.827  (m)                       GP(       ) 4 1
 DH6294
 DH6294.Superseded values are not recommended for survey control.
 DH6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6294.See file dsdata.txt to determine how the superseded data were derived.
 DH6294
 DH6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ1246014999(NAD 83)
 DH6294_MARKER: DD = SURVEY DISK
 DH6294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6294_STAMPING: 029 LAK 36.18
 DH6294_MARK LOGO: CSRC  
 DH6294_PROJECTION: FLUSH
 DH6294_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6294+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 DH6294_ROD/PIPE-DEPTH: 3.7  meters
 DH6294
 DH6294  HISTORY     - Date     Condition        Report By
 DH6294  HISTORY     - 20040914 MONUMENTED       CADT
 DH6294
 DH6294                          STATION DESCRIPTION
 DH6294
 DH6294'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6294'THE STATION IS LOCATED IN  LAKE COUNTY,  APPROXIMATELY 6.3 KM (3.9 MI)
 DH6294'SOUTHEASTERLY ALONG   HIGHWAY 29 FROM LAKEPORT AND 2.4 KM (1.5 MI)
 DH6294'NORTHWESTERLY OF KELSEYVILLE.
 DH6294' 
 DH6294'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 175 AND
 DH6294'29, AT LAKEPORT,  PROCEED 6.38 KM (3.94 MI) SOUTHEASTERLY ALONG
 DH6294'HIGHWAY 29 TO RENFRO DRIVE AND THE  MONUMENT ON THE RIGHT.
 DH6294' 
 DH6294'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6294'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M SOUTHEAST OF  A STEEL
 DH6294'FENCE POST AND CARSONITE MARKER,  30.2 M NORTHWEST OF  A CULVERT WITH
 DH6294'POST MILE MARKER 36.20 ON HIGHWAY 29,  87.3 M  SOUTHEASTERLY OF THE
 DH6294'CENTERLINE OF RENFRO DRIVE,  22.0 M SOUTHEAST OF THE CENTERLINE  OF
 DH6294'HIGHWAY 29, AND 7.5 M SOUTHEAST OF THE EDGE OF PAVEMENT OF HIGHWAY 29.
 DH6294'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6294'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6294'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6294'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6294'EUREKA.
 DH6294' 
 DH6294'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6294'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6293 ***********************************************************************
 DH6293  DESIGNATION -  29 LAK 45.13
 DH6293  PID         -  DH6293
 DH6293  STATE/COUNTY-  CA/LAKE
 DH6293  USGS QUAD   -  LAKEPORT (1994)
 DH6293
 DH6293                         *CURRENT SURVEY CONTROL
 DH6293  ___________________________________________________________________
 DH6293* NAD 83(2007)-  39 05 01.67665(N)    122 55 33.07277(W)     ADJUSTED  
 DH6293* NAVD 88     -       443.3    (meters)    1454.     (feet)  GPS OBS   
 DH6293  ___________________________________________________________________
 DH6293  EPOCH DATE  -        2007.00
 DH6293  X           -  -2,694,822.134 (meters)                     COMP
 DH6293  Y           -  -4,161,442.231 (meters)                     COMP
 DH6293  Z           -   3,999,803.416 (meters)                     COMP
 DH6293  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DH6293  ELLIP HEIGHT-         413.733 (meters)          (02/10/07) ADJUSTED
 DH6293  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DH6293
 DH6293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6293  Type    PID    Designation                      North   East  Ellip
 DH6293  -------------------------------------------------------------------
 DH6293  NETWORK DH6293 29 LAK 45.13                      1.37   1.20   2.76
 DH6293  -------------------------------------------------------------------
 DH6293
 DH6293.The horizontal coordinates were established by GPS observations
 DH6293.and adjusted by the National Geodetic Survey in February 2007.
 DH6293
 DH6293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6293.The horizontal coordinates are valid at the epoch date displayed above.
 DH6293.The epoch date for horizontal control is a decimal equivalence
 DH6293.of Year/Month/Day.
 DH6293
 DH6293.The orthometric height was determined by GPS observations and a
 DH6293.high-resolution geoid model.
 DH6293
 DH6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6293
 DH6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6293
 DH6293.The ellipsoidal height was determined by GPS observations
 DH6293.and is referenced to NAD 83.
 DH6293
 DH6293.The geoid height was determined by GEOID03.
 DH6293
 DH6293;                    North         East     Units Scale Factor Converg.
 DH6293;SPC CA 2     -   657,717.332 1,919,899.549   MT  0.99991467   -0 35 01.4
 DH6293;SPC CA 2     - 2,157,860.95  6,298,870.44   sFT  0.99991467   -0 35 01.4
 DH6293;UTM  10      - 4,326,078.539   506,412.891   MT  0.99960051   +0 02 48.3
 DH6293
 DH6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6293!SPC CA 2     -   0.99993509  x   0.99991467  =   0.99984977
 DH6293!UTM  10      -   0.99993509  x   0.99960051  =   0.99953563
 DH6293
 DH6293                          SUPERSEDED SURVEY CONTROL
 DH6293
 DH6293  NAD 83(1998)-  39 05 01.67398(N)    122 55 33.07183(W) AD(2004.69) B
 DH6293  ELLIP H (09/28/05)  413.754  (m)                       GP(       ) 4 1
 DH6293
 DH6293.Superseded values are not recommended for survey control.
 DH6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6293.See file dsdata.txt to determine how the superseded data were derived.
 DH6293
 DH6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ0641326079(NAD 83)
 DH6293_MARKER: DD = SURVEY DISK
 DH6293_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6293+WITH SETTING: INFORMATION.
 DH6293_STAMPING: 029 LAK 45.13
 DH6293_MARK LOGO: CSRC  
 DH6293_PROJECTION: FLUSH
 DH6293_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6293+STABILITY: SURFACE MOTION
 DH6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6293+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6293_ROD/PIPE-DEPTH: 2.0  meters
 DH6293
 DH6293  HISTORY     - Date     Condition        Report By
 DH6293  HISTORY     - 20040828 MONUMENTED       CADT
 DH6293
 DH6293                          STATION DESCRIPTION
 DH6293
 DH6293'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6293'THE STATION IS LOCATED IN  LAKE COUNTY, APPROXIMATELY 6.0 KM (3.7 MI)
 DH6293'NORTHEASTERLY OF  LAKEPORT ALONG HIGHWAY 29 AND 12.0 KM (7.4 MI)
 DH6293'SOUTHWESTERLY OF UPPER LAKE.
 DH6293' 
 DH6293'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 175 AND 29
 DH6293'PROCEED 7.9 KM (4.9 MI)  NORTHEASTERLY ALONG HIGHWAY 29 TO THE
 DH6293'NORTHBOUND OFF- RAMP OF HILL ROAD/ PARK WAY.   PROCEED 0.16 KM (0.1
 DH6293'MI) NORTHEASTERLY ON THE OFF-RAMP AND THE STATION ON THE LEFT.
 DH6293' 
 DH6293'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6293'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.9 M WEST OF  A STEEL FENCE
 DH6293'POST AND CARSONITE MARKER, 11.0 M  SOUTHWEST  OF THE SOUTHWESTERLY
 DH6293'EDGE OF PAVEMENT OF THE OFF-RAMP,  14.0 M SOUTH OF  THE SOUTHERLY EDGE
 DH6293'OF PAVEMENT OF PARK  WAY, AND 37.0 M SOUTHEAST OF THE  EDGE OF
 DH6293'PAVEMENT OF HIGHWAY 29.
 DH6293' 
 DH6293'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6293'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6293'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6293'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6293'EUREKA.
 DH6293' 
 DH6293'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6293'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6285 ***********************************************************************
 DH6285  DESIGNATION -  29 LAK 9.28
 DH6285  PID         -  DH6285
 DH6285  STATE/COUNTY-  CA/LAKE
 DH6285  USGS QUAD   -  MIDDLETOWN (1993)
 DH6285
 DH6285                         *CURRENT SURVEY CONTROL
 DH6285  ___________________________________________________________________
 DH6285* NAD 83(2007)-  38 47 02.36495(N)    122 34 09.35439(W)     ADJUSTED  
 DH6285* NAVD 88     -       294.2    (meters)     965.     (feet)  GPS OBS   
 DH6285  ___________________________________________________________________
 DH6285  EPOCH DATE  -        2007.00
 DH6285  X           -  -2,680,068.138 (meters)                     COMP
 DH6285  Y           -  -4,195,662.664 (meters)                     COMP
 DH6285  Z           -   3,973,818.157 (meters)                     COMP
 DH6285  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DH6285  ELLIP HEIGHT-         264.185 (meters)          (02/10/07) ADJUSTED
 DH6285  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DH6285
 DH6285  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6285  Type    PID    Designation                      North   East  Ellip
 DH6285  -------------------------------------------------------------------
 DH6285  NETWORK DH6285 29 LAK 9.28                       1.18   1.18   3.33
 DH6285  -------------------------------------------------------------------
 DH6285
 DH6285.The horizontal coordinates were established by GPS observations
 DH6285.and adjusted by the National Geodetic Survey in February 2007.
 DH6285
 DH6285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6285.The horizontal coordinates are valid at the epoch date displayed above.
 DH6285.The epoch date for horizontal control is a decimal equivalence
 DH6285.of Year/Month/Day.
 DH6285
 DH6285.The orthometric height was determined by GPS observations and a
 DH6285.high-resolution geoid model.
 DH6285
 DH6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6285
 DH6285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6285
 DH6285.The ellipsoidal height was determined by GPS observations
 DH6285.and is referenced to NAD 83.
 DH6285
 DH6285.The geoid height was determined by GEOID03.
 DH6285
 DH6285;                    North         East     Units Scale Factor Converg.
 DH6285;SPC CA 2     -   624,183.857 1,950,540.888   MT  0.99992837   -0 21 32.1
 DH6285;SPC CA 2     - 2,047,843.20  6,399,399.56   sFT  0.99992837   -0 21 32.1
 DH6285;UTM  10      - 4,292,894.281   537,411.308   MT  0.99961723   +0 16 11.3
 DH6285
 DH6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6285!SPC CA 2     -   0.99995855  x   0.99992837  =   0.99988692
 DH6285!UTM  10      -   0.99995855  x   0.99961723  =   0.99957580
 DH6285
 DH6285                          SUPERSEDED SURVEY CONTROL
 DH6285
 DH6285  NAD 83(1998)-  38 47 02.36271(N)    122 34 09.35496(W) AD(2004.69) B
 DH6285  ELLIP H (09/28/05)  264.208  (m)                       GP(       ) 4 1
 DH6285
 DH6285.Superseded values are not recommended for survey control.
 DH6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6285.See file dsdata.txt to determine how the superseded data were derived.
 DH6285
 DH6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH3741192894(NAD 83)
 DH6285_MARKER: DD = SURVEY DISK
 DH6285_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6285_STAMPING: 029 LAK 9.28
 DH6285_MARK LOGO: CSRC  
 DH6285_PROJECTION: FLUSH
 DH6285_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6285+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6285_ROD/PIPE-DEPTH: 3.8  meters
 DH6285
 DH6285  HISTORY     - Date     Condition        Report By
 DH6285  HISTORY     - 20040828 MONUMENTED       CADT
 DH6285
 DH6285                          STATION DESCRIPTION
 DH6285
 DH6285'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6285'THE STATION IS LOCATED IN  LAKE COUNTY, APPROXIMATELY 5.7 KM (3.5 MI)
 DH6285'NORTHEASTERLY ALONG   U.S. HIGHWAY 29 FROM MIDDLETOWN AND 17.8 KM
 DH6285'(11.0 MI) SOUTHWESTERLY OF LOWERLAKE.
 DH6285' 
 DH6285'TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAYS 29 AND 175 IN
 DH6285'MIDDLETOWN  PROCEED NORTHEASTERLY 5.67 KM (3.5 MI) ALONG HIGHWAY 29 TO
 DH6285'THE INTERSECTION OF GRANGE  ROAD, PROCEED WESTERLY ALONG GRANGE ROAD
 DH6285'41.3 M TO THE MONUMENT ON THE LEFT.
 DH6285' 
 DH6285'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6285'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.9 M WEST OF A STEEL FENCE
 DH6285'POST AND CARSONITE MARKER,  13.2 M  SOUTH OF GRANGE ROAD, 106.7 M
 DH6285'SOUTHWEST OF  A CULVERT AT POST MILE MARKER 9.21 ON  HIGHWAY 29,  6.9
 DH6285'M SOUTH OF THE EDGE OF PAVEMENT OF GRANGE ROAD, AND 35.0 M SOUTHWEST
 DH6285'OF THE EDGE OF PAVEMENT OF HIGHWAY 29.
 DH6285' 
 DH6285'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6285'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6285'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6285'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6285'EUREKA.
 DH6285' 
 DH6285'THE STATION WAS OCCUPIED AS PART OF THE NROS(CALTRANS) HEIGHT
 DH6285'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4648 ***********************************************************************
 JS4648  DESIGNATION -  29 WFM
 JS4648  PID         -  JS4648
 JS4648  STATE/COUNTY-  CA/AMADOR
 JS4648  USGS QUAD   -  OMO RANCH (1973)
 JS4648
 JS4648                         *CURRENT SURVEY CONTROL
 JS4648  ___________________________________________________________________
 JS4648* NAD 83(1992)-  38 30 05.68580(N)    120 30 11.40354(W)     ADJUSTED  
 JS4648* NAVD 88     -      1277.06   (+/-2cm)    4189.8    (feet)  VERTCON   
 JS4648  ___________________________________________________________________
 JS4648  EPOCH DATE  -        1991.35
 JS4648  LAPLACE CORR-          14.27  (seconds)                    DEFLEC99
 JS4648  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 JS4648  HORZ ORDER  -  THIRD
 JS4648  VERT ORDER  -  THIRD ? (See Below)
 JS4648
 JS4648.The horizontal coordinates were established by classical geodetic methods
 JS4648.and adjusted by the National Geodetic Survey in March 1994.
 JS4648.The horizontal coordinates are valid at the epoch date displayed above.
 JS4648.The epoch date for horizontal control is a decimal equivalence
 JS4648.of Year/Month/Day.
 JS4648
 JS4648.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS4648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS4648.The vertical order pertains to the NGVD 29 superseded value.
 JS4648
 JS4648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4648
 JS4648.The geoid height was determined by GEOID03.
 JS4648
 JS4648;                    North         East     Units Scale Factor Converg.
 JS4648;SPC CA 2     -   593,755.842 2,130,559.646   MT  0.99996610   +0 56 37.3
 JS4648;SPC CA 2     - 1,948,013.96  6,990,011.11   sFT  0.99996610   +0 56 37.3
 JS4648;SPC CA 3     -   722,147.046 1,999,723.679   MT  1.00001491   -0 00 07.0
 JS4648;SPC CA 3     - 2,369,244.10  6,560,760.10   sFT  1.00001491   -0 00 07.0
 JS4648;UTM  10      - 4,264,423.100   717,729.372   MT  1.00018384   +1 33 17.9
 JS4648
 JS4648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4648!SPC CA 2     -   0.99980379  x   0.99996610  =   0.99976990
 JS4648!SPC CA 3     -   0.99980379  x   1.00001491  =   0.99981870
 JS4648!UTM  10      -   0.99980379  x   1.00018384  =   0.99998760
 JS4648
 JS4648|---------------------------------------------------------------------|
 JS4648| PID    Reference Object                     Distance      Geod. Az  |
 JS4648|                                                           dddmmss.s |
 JS4648| CS7600 29 WFM RM 1                          16.127 METERS 09505     |
 JS4648| CS7601 29 WFM RM 2                          14.454 METERS 18125     |
 JS4648|---------------------------------------------------------------------|
 JS4648
 JS4648                          SUPERSEDED SURVEY CONTROL
 JS4648
 JS4648  NAD 83(1986)-  38 30 05.64128(N)    120 30 11.31884(W) AD(1984.00) 3
 JS4648  NGVD 29 (09/12/91) 1276.14   (m)         4186.8    (f) LEVELING    3  
 JS4648
 JS4648.Superseded values are not recommended for survey control.
 JS4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4648.See file dsdata.txt to determine how the superseded data were derived.
 JS4648
 JS4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH1772964423(NAD 83)
 JS4648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JS4648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JS4648+WITH SETTING: INFORMATION.
 JS4648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS4648
 JS4648  HISTORY     - Date     Condition        Report By
 JS4648  HISTORY     - 1946     MONUMENTED       USGS
 JS4648  HISTORY     - 1946     GOOD             USGS
 JS4648  HISTORY     - 1949     GOOD             USGS
 JS4648  HISTORY     - 1974     GOOD             USGS
 JS4648
 JS4648                          STATION DESCRIPTION
 JS4648
 JS4648'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 JS4648'LOCATED ABOUT 13.0 MI NE. OF PINE GROVE.  ON HIGH PARTIALLY
 JS4648'TIMBERED HILL JUST N. OF STATE HWY. 88.
 JS4648'
 JS4648'STATION MARK--STANDARD TABLET STAMPED---WFM 29 4187 1946---, WELDED
 JS4648'TO TOP OF 3-INCH IRON PIPE PROJECTING ABOUT 4 INCHES.
 JS4648'
 JS4648'RM 1--STANDARD RM TABLET STAMPED---NO 1---, WELDED TO TOP OF 3-INCH
 JS4648'IRON PIPE ALONG FENCE LINE AT EDGE OF WOODS.
 JS4648'
 JS4648'RM 2--STANDARD RM TABLET STAMPED---NO 2---, WELDED TO TOP OF 3-INCH
 JS4648'IRON PIPE.
 JS4648
 JS4648                          STATION RECOVERY (1946)
 JS4648
 JS4648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 JS4648'NO TEXT.
 JS4648
 JS4648                          STATION RECOVERY (1949)
 JS4648
 JS4648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 JS4648'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 JS4648'CONDITION.  RMS NOT OBSERVED.
 JS4648
 JS4648                          STATION RECOVERY (1974)
 JS4648
 JS4648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JS4648'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 JS4648'CONDITION.  NEW TO REACH FOLLOWS--TO REACH FROM LUMBERYARD
 JS4648'RANGER STATION DRIVE 13.1 MI SW. ON STATE HWY. 88 TO DIRT
 JS4648'DRIVEWAY ON RIGHT (W.).  TURN RIGHT 0.2 MI TO HOUSE ON TOP OF HILL
 JS4648'AND END OF DRIVE.
 JS4648'
 JS4648'OCCUPIED FOR HORIZONTAL SCALING CONTROL ONLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0606 ***********************************************************************
 HS0606  DESIGNATION -  29.19 USBR
 HS0606  PID         -  HS0606
 HS0606  STATE/COUNTY-  CA/STANISLAUS
 HS0606  USGS QUAD   -  SOLYO (1991)
 HS0606
 HS0606                         *CURRENT SURVEY CONTROL
 HS0606  ___________________________________________________________________
 HS0606* NAD 83(1986)-  37 33 56.     (N)    121 16 41.     (W)     SCALED    
 HS0606* NAVD 88     -        59.19   (+/-2cm)     194.2    (feet)  VERTCON   
 HS0606  ___________________________________________________________________
 HS0606  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HS0606  VERT ORDER  -  THIRD (See Below)
 HS0606
 HS0606.The horizontal coordinates were scaled from a topographic map and have
 HS0606.an estimated accuracy of +/- 6 seconds.
 HS0606
 HS0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0606.The vertical order pertains to the NGVD 29 superseded value.
 HS0606
 HS0606.The geoid height was determined by GEOID03.
 HS0606
 HS0606;                    North         East    Units  Estimated Accuracy
 HS0606;SPC CA 3     -   618,540.    1,931,270.      MT  (+/- 180 meters Scaled)
 HS0606
 HS0606                          SUPERSEDED SURVEY CONTROL
 HS0606
 HS0606  NGVD 29 (??/??/??)   58.43   (m)          191.7    (f) RESET       3  
 HS0606
 HS0606.Superseded values are not recommended for survey control.
 HS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0606.See file dsdata.txt to determine how the superseded data were derived.
 HS0606
 HS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG520590(NAD 83)
 HS0606_MARKER: DD = SURVEY DISK
 HS0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0606_SP_SET: CURB
 HS0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0606
 HS0606  HISTORY     - Date     Condition        Report By
 HS0606  HISTORY     - UNK      MONUMENTED       BOR
 HS0606  HISTORY     - 1961     GOOD             NGS
 HS0606  HISTORY     - 1964     GOOD             NGS
 HS0606
 HS0606                          STATION DESCRIPTION
 HS0606
 HS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0606'8.1 MI S FROM VERNALIS.
 HS0606'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0606'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD,
 HS0606'THENCE 5.4 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE
 HS0606'DELTA-MENDOTA CANAL, AT THE CROSSING OF HAMILTON ROAD, IN THE TOP
 HS0606'OF THE CENTER OF THE SOUTH CONCRETE CURB OF BRIDGE B.C. 29.19, 13
 HS0606'FEET SOUTH OF THE CENTER LINE OF HAMILTON ROAD, AND ABOUT 1 FOOT
 HS0606'HIGHER THAN THE ROAD.
 HS0606
 HS0606                          STATION RECOVERY (1964)
 HS0606
 HS0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1496 ***********************************************************************
 GT1496  DESIGNATION -  290.432
 GT1496  PID         -  GT1496
 GT1496  STATE/COUNTY-  CA/FRESNO
 GT1496  USGS QUAD   -  FRESNO SOUTH (1981)
 GT1496
 GT1496                         *CURRENT SURVEY CONTROL
 GT1496  ___________________________________________________________________
 GT1496* NAD 83(1986)-  36 43 59.     (N)    119 47 34.     (W)     SCALED    
 GT1496* NAVD 88     -        89.17   (+/-2cm)     292.6    (feet)  VERTCON   
 GT1496  ___________________________________________________________________
 GT1496  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 GT1496  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1496
 GT1496.The horizontal coordinates were scaled from a topographic map and have
 GT1496.an estimated accuracy of +/- 6 seconds.
 GT1496
 GT1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1496.The vertical order pertains to the NGVD 29 superseded value.
 GT1496
 GT1496.The geoid height was determined by GEOID03.
 GT1496
 GT1496;                    North         East    Units  Estimated Accuracy
 GT1496;SPC CA 4     -   655,610.    1,929,190.      MT  (+/- 180 meters Scaled)
 GT1496
 GT1496                          SUPERSEDED SURVEY CONTROL
 GT1496
 GT1496  NGVD 29 (??/??/92)   88.405  (m)          290.04   (f) ADJ UNCH    1 2
 GT1496
 GT1496.Superseded values are not recommended for survey control.
 GT1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1496.See file dsdata.txt to determine how the superseded data were derived.
 GT1496
 GT1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA506688(NAD 83)
 GT1496_MARKER: DD = SURVEY DISK
 GT1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT1496_SP_SET: WALL
 GT1496_STAMPING: 290.432 B 1902
 GT1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1496
 GT1496  HISTORY     - Date     Condition        Report By
 GT1496  HISTORY     - 1902     MONUMENTED       USGS
 GT1496  HISTORY     - 1959     GOOD             NGS
 GT1496
 GT1496                          STATION DESCRIPTION
 GT1496
 GT1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1496'AT FRESNO.
 GT1496'AT FRESNO, ON H STREET BETWEEN TULARE AND MARIPOSA STREETS, SET
 GT1496'VERTICALLY IN THE SOUTHWEST CONCRETE WALL OF THE SOUTHERN PACIFIC
 GT1496'RAILROAD STATION, 29.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF AN
 GT1496'OPEN HALLWAY THROUGH THE STATION, 10.2 FEET SOUTHEAST OF THE
 GT1496'SOUTHEAST EDGE OF THE SOUTHEAST DOOR LEADING TO THE WAITING ROOM,
 GT1496'2.2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A DOOR TO THE MENS
 GT1496'REST ROOM, AND 2.2 FEET ABOVE THE CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0072 ***********************************************************************
 MX0072  DESIGNATION -  2909 B=G 34
 MX0072  PID         -  MX0072
 MX0072  STATE/COUNTY-  CA/SISKIYOU
 MX0072  USGS QUAD   -  WEED (1986)
 MX0072
 MX0072                         *CURRENT SURVEY CONTROL
 MX0072  ___________________________________________________________________
 MX0072* NAD 83(1986)-  41 28 35.     (N)    122 28 16.     (W)     SCALED    
 MX0072* NAVD 88     -       888.098  (meters)    2913.70   (feet)  ADJUSTED  
 MX0072  ___________________________________________________________________
 MX0072  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 MX0072  DYNAMIC HT  -         887.580 (meters)    2912.00  (feet)  COMP
 MX0072  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 MX0072
 MX0072  VERT ORDER  -  FIRST     CLASS II
 MX0072
 MX0072.The horizontal coordinates were scaled from a topographic map and have
 MX0072.an estimated accuracy of +/- 6 seconds.
 MX0072
 MX0072.The orthometric height was determined by differential leveling
 MX0072.and adjusted in June 1991.
 MX0072
 MX0072.The geoid height was determined by GEOID03.
 MX0072
 MX0072.The dynamic height is computed by dividing the NAVD 88
 MX0072.geopotential number by the normal gravity value computed on the
 MX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0072.degrees latitude (g = 980.6199 gals.).
 MX0072
 MX0072.The modeled gravity was interpolated from observed gravity values.
 MX0072
 MX0072;                    North         East    Units  Estimated Accuracy
 MX0072;SPC CA 1     -   738,070.    1,960,650.      MT  (+/- 180 meters Scaled)
 MX0072
 MX0072                          SUPERSEDED SURVEY CONTROL
 MX0072
 MX0072  NGVD 29 (??/??/??)  887.040  (m)         2910.23   (f) ADJUSTED    1 2
 MX0072
 MX0072.Superseded values are not recommended for survey control.
 MX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0072.See file dsdata.txt to determine how the superseded data were derived.
 MX0072
 MX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL441917(NAD 83)
 MX0072_MARKER: DD = SURVEY DISK
 MX0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MX0072_STAMPING: 2909.929 B 1902
 MX0072_MARK LOGO: USGS  
 MX0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0072
 MX0072  HISTORY     - Date     Condition        Report By
 MX0072  HISTORY     - 1902     MONUMENTED       USGS
 MX0072  HISTORY     - 1954     GOOD             CGS
 MX0072
 MX0072                          STATION DESCRIPTION
 MX0072
 MX0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MX0072'2.9 MI NW FROM EDGEWOOD.
 MX0072'2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0072'FROM THE STATION AT EDGEWOOD, 0.3 MILE WEST OF MILEPOST 356,
 MX0072'AT THE CROSSING OF A TELEGRAPH LINE, 142 FEET WEST OF THE
 MX0072'NORTHWEST CORNER OF A CULVERT, 59.0 FEET EAST OF POST 11/3
 MX0072'SUPPORTING A CAUTION SIGN FOR AN UNDERGROUND TELEPHONE CABLE,
 MX0072'44.5 FEET NORTH OF THE NORTH RAIL, 8 FEET NORTH OF A TELEPHONE
 MX0072'POLE, 2.1 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE TRACK,
 MX0072'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 MX0072'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7561 ***********************************************************************
 EW7561  DESIGNATION -  291 W CADWR 1964
 EW7561  PID         -  EW7561
 EW7561  STATE/COUNTY-  CA/LOS ANGELES
 EW7561  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW7561
 EW7561                         *CURRENT SURVEY CONTROL
 EW7561  ___________________________________________________________________
 EW7561* NAD 83(1992)-  34 46 43.90256(N)    118 38 35.44201(W)     ADJUSTED  
 EW7561* NAVD 88     -      1003.90   (+/-2cm)    3293.6    (feet)  VERTCON   
 EW7561  ___________________________________________________________________
 EW7561  EPOCH DATE  -        1991.35
 EW7561  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EW7561  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW7561  HORZ ORDER  -  SECOND
 EW7561  VERT ORDER  -  THIRD ? (See Below)
 EW7561
 EW7561.The horizontal coordinates were established by classical geodetic methods
 EW7561.and adjusted by the National Geodetic Survey in June 1996.
 EW7561.The horizontal coordinates are valid at the epoch date displayed above.
 EW7561.The epoch date for horizontal control is a decimal equivalence
 EW7561.of Year/Month/Day.
 EW7561
 EW7561.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7561.The vertical order pertains to the NGVD 29 superseded value.
 EW7561
 EW7561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7561
 EW7561.The geoid height was determined by GEOID03.
 EW7561
 EW7561;                    North         East     Units Scale Factor Converg.
 EW7561;SPC CA 5     -   642,045.877 1,941,132.882   MT  0.99992224   -0 21 59.8
 EW7561;SPC CA 5     - 2,106,445.51  6,368,533.46   sFT  0.99992224   -0 21 59.8
 EW7561;UTM  11      - 3,849,750.115   349,647.721   MT  0.99987862   -0 56 14.9
 EW7561
 EW7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7561!SPC CA 5     -   0.99984747  x   0.99992224  =   0.99976972
 EW7561!UTM  11      -   0.99984747  x   0.99987862  =   0.99972611
 EW7561
 EW7561                          SUPERSEDED SURVEY CONTROL
 EW7561
 EW7561  NAD 83(1986)-  34 46 43.90147(N)    118 38 35.43822(W) AD(1984.00) 2
 EW7561  NAD 27      -  34 46 43.97087(N)    118 38 32.12067(W) AD(       ) 2
 EW7561  NGVD 29 (07/19/86) 1003.00   (m)         3290.7    (f) LEVELING    3  
 EW7561
 EW7561.Superseded values are not recommended for survey control.
 EW7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7561.See file dsdata.txt to determine how the superseded data were derived.
 EW7561
 EW7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU4964849750(NAD 83)
 EW7561
 EW7561  HISTORY     - Date     Condition        Report By
 EW7561  HISTORY     - 1964     MONUMENTED       CGS
 EW7561
 EW7561                          STATION DESCRIPTION
 EW7561
 EW7561'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EW7561'SEE STATION ZANA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2133 ***********************************************************************
 EV2133  DESIGNATION -  2910
 EV2133  PID         -  EV2133
 EV2133  STATE/COUNTY-  CA/LOS ANGELES
 EV2133  USGS QUAD   -  LITTLEROCK (1992)
 EV2133
 EV2133                         *CURRENT SURVEY CONTROL
 EV2133  ___________________________________________________________________
 EV2133* NAD 83(1986)-  34 31 16.     (N)    117 59 32.     (W)     SCALED    
 EV2133* NAVD 88     -       888.005  (meters)    2913.40   (feet)  READJUSTED
 EV2133  ___________________________________________________________________
 EV2133  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EV2133  DYNAMIC HT  -         886.960 (meters)    2909.97  (feet)  COMP
 EV2133  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 EV2133
 EV2133  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2133
 EV2133.The horizontal coordinates were scaled from a topographic map and have
 EV2133.an estimated accuracy of +/- 6 seconds.
 EV2133
 EV2133.The orthometric height was determined by differential leveling
 EV2133.and adjusted in February 1993.
 EV2133.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2133.distribution rate of 0.0 thru 1.0 mm/km.
 EV2133.The height was derived from older observations constrained to new
 EV2133.heights in a crustal motion area.  The height is approximate in
 EV2133.relation to other heights in its vicinity.
 EV2133
 EV2133.The geoid height was determined by GEOID03.
 EV2133
 EV2133.The dynamic height is computed by dividing the NAVD 88
 EV2133.geopotential number by the normal gravity value computed on the
 EV2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2133.degrees latitude (g = 980.6199 gals.).
 EV2133
 EV2133.The modeled gravity was interpolated from observed gravity values.
 EV2133
 EV2133;                    North         East    Units  Estimated Accuracy
 EV2133;SPC CA 5     -   613,270.    2,000,710.      MT  (+/- 180 meters Scaled)
 EV2133
 EV2133                          SUPERSEDED SURVEY CONTROL
 EV2133
 EV2133  NGVD 29 (??/??/92)  887.122  (m)         2910.50   (f) ADJ UNCH    1 1
 EV2133
 EV2133.Superseded values are not recommended for survey control.
 EV2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2133.See file dsdata.txt to determine how the superseded data were derived.
 EV2133
 EV2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU089203(NAD 83)
 EV2133_MARKER: P = PIPE CAP
 EV2133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2133_STAMPING: 2910
 EV2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2133
 EV2133  HISTORY     - Date     Condition        Report By
 EV2133  HISTORY     - UNK      MONUMENTED       USGS
 EV2133  HISTORY     - 1970     GOOD             NGS
 EV2133  HISTORY     - 1977     GOOD             NGS
 EV2133
 EV2133                          STATION DESCRIPTION
 EV2133
 EV2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EV2133'AT LITTLEROCK.
 EV2133'0.05 MILE WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE
 EV2133'AT LITTLEROCK, 40 FEET SOUTHEAST OF THE CENTER OF THE
 EV2133'INTERSECTION OF 77TH STREET EAST, 38 FEET SOUTH OF THE CENTER
 EV2133'LINE OF THE HIGHWAY, 27 1/2 FEET EAST OF THE CENTER LINE OF THE
 EV2133'STREET, 5 1/2 FEET SOUTHEAST OF TELEPHONE POLE 457635H, 5.2 FEET
 EV2133'WEST OF THE NORTHWEST CORNER OF A CONCRETE COVER FOR A WATER
 EV2133'METER, 2.2 FEET WEST OF THE NORTHWEST CORNER OF AN ASPHALT
 EV2133'PARKING AREA, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE
 EV2133'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 EV2133'GROUND.
 EV2133
 EV2133                          STATION RECOVERY (1977)
 EV2133
 EV2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2133'0.05 MILE WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2133'LITTLEROCK, AT THE JUNCTION OF 77TH STREET EAST, 31 FT. SOUTH OF
 EV2133'CENTER LINE OF HIGHWAY, 27.5 FT. EAST OF THE CENTER LINE OF STREET,
 EV2133'49.5 FT. NORTHWEST OF NORTHWEST CORNER OF BUILDING, 83 FT.
 EV2133'NORTHEAST OF THE NORTH ONE OF TWO PALM TREES, 5.6 FT. WEST OF
 EV2133'CONCRETE WATER METER, 2.8 FT. EAST OF STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0302 ***********************************************************************
 LT0302  DESIGNATION -  2916.35 CAHD
 LT0302  PID         -  LT0302
 LT0302  STATE/COUNTY-  CA/PLUMAS
 LT0302  USGS QUAD   -  TWAIN (1994)
 LT0302
 LT0302                         *CURRENT SURVEY CONTROL
 LT0302  ___________________________________________________________________
 LT0302* NAD 83(1986)-  40 02 09.     (N)    121 00 17.     (W)     SCALED    
 LT0302* NAVD 88     -       890.317  (meters)    2920.98   (feet)  ADJUSTED  
 LT0302  ___________________________________________________________________
 LT0302  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 LT0302  DYNAMIC HT  -         889.635 (meters)    2918.74  (feet)  COMP
 LT0302  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 LT0302
 LT0302  VERT ORDER  -  SECOND    CLASS 0
 LT0302
 LT0302.The horizontal coordinates were scaled from a topographic map and have
 LT0302.an estimated accuracy of +/- 6 seconds.
 LT0302
 LT0302.The orthometric height was determined by differential leveling
 LT0302.and adjusted in June 1991.
 LT0302
 LT0302.The geoid height was determined by GEOID03.
 LT0302
 LT0302.The dynamic height is computed by dividing the NAVD 88
 LT0302.geopotential number by the normal gravity value computed on the
 LT0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0302.degrees latitude (g = 980.6199 gals.).
 LT0302
 LT0302.The modeled gravity was interpolated from observed gravity values.
 LT0302
 LT0302;                    North         East    Units  Estimated Accuracy
 LT0302;SPC CA 1     -   578,490.    2,084,940.      MT  (+/- 180 meters Scaled)
 LT0302
 LT0302                          SUPERSEDED SURVEY CONTROL
 LT0302
 LT0302  NGVD 29 (??/??/??)  889.402  (m)         2917.98   (f) ADJUSTED    2 0
 LT0302
 LT0302.Superseded values are not recommended for survey control.
 LT0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0302.See file dsdata.txt to determine how the superseded data were derived.
 LT0302
 LT0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK702336(NAD 83)
 LT0302_MARKER: S = SPIKE
 LT0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0302_SP_SET: TREE
 LT0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0302
 LT0302  HISTORY     - Date     Condition        Report By
 LT0302  HISTORY     - UNK      MONUMENTED       CADH
 LT0302  HISTORY     - 1935     GOOD             NGS
 LT0302  HISTORY     - 1974     MARK NOT FOUND   USGS
 LT0302
 LT0302                          STATION DESCRIPTION
 LT0302
 LT0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0302'0.8 MI W FROM PAXTON.
 LT0302'0.8 MILE WEST ALONG STATE HIGHWAY 24 FROM PAXTON, PLUMAS COUNTY,
 LT0302'ABOUT 100 FEET WEST OF A STONE RETAINING WALL, 16 FEET SOUTH OF
 LT0302'THE CENTERLINE OF THE HIGHWAY, IN THE NORTH SIDE OF A 3-FOOT
 LT0302'FIR TREE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  A
 LT0302'SPIKE.  A DILIGENT SEARCH FAILED TO REVEAL ANY EVIDENCE OF THIS
 LT0302'MARK.  THE STONE RETAINING WALL IS STILL IN PLACE BUT THE 3-FOOT
 LT0302'FIR TREE IS MISSING.
 LT0302
 LT0302                          STATION RECOVERY (1974)
 LT0302
 LT0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LT0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0224 ***********************************************************************
 DC0224  DESIGNATION -  2916.5 USE
 DC0224  PID         -  DC0224
 DC0224  STATE/COUNTY-  CA/SAN DIEGO
 DC0224  USGS QUAD   -  CAMERON CORNERS (1988)
 DC0224
 DC0224                         *CURRENT SURVEY CONTROL
 DC0224  ___________________________________________________________________
 DC0224* NAD 83(1986)-  32 39 42.     (N)    116 29 16.     (W)     SCALED    
 DC0224* NAVD 88     -       889.68   (+/-2cm)    2918.9    (feet)  VERTCON   
 DC0224  ___________________________________________________________________
 DC0224  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DC0224  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0224
 DC0224.The horizontal coordinates were scaled from a topographic map and have
 DC0224.an estimated accuracy of +/- 6 seconds.
 DC0224
 DC0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0224.The vertical order pertains to the NGVD 29 superseded value.
 DC0224
 DC0224.The geoid height was determined by GEOID03.
 DC0224
 DC0224;                    North         East    Units  Estimated Accuracy
 DC0224;SPC CA 6     -   554,920.    1,977,690.      MT  (+/- 180 meters Scaled)
 DC0224
 DC0224                          SUPERSEDED SURVEY CONTROL
 DC0224
 DC0224  NGVD 29 (??/??/??)  888.937  (m)         2916.45   (f) ADJUSTED    1 2
 DC0224
 DC0224.Superseded values are not recommended for survey control.
 DC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0224.See file dsdata.txt to determine how the superseded data were derived.
 DC0224
 DC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS480138(NAD 83)
 DC0224_MARKER: Q = CHISELED SQUARE
 DC0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0224_SP_SET: CULVERT
 DC0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0224
 DC0224  HISTORY     - Date     Condition        Report By
 DC0224  HISTORY     - UNK      MONUMENTED       CA-073
 DC0224  HISTORY     - 1941     GOOD             CA-073
 DC0224  HISTORY     - 1969     GOOD             CA-073
 DC0224
 DC0224                          STATION DESCRIPTION
 DC0224
 DC0224'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1941
 DC0224'AT CAMERON CORNERS.
 DC0224'ON BUCKMAN SPRINGS RD 2.55 MI N OF INTERSECTION BUCK SPRINGS RD
 DC0224'AND CAMPO RD 1.1 MI N OF JUNCTION OF BUCK SPRINGS RD AND LAKE
 DC0224'MORNEA DR 27 FT W CENTERLINE BUCK SPRINGS RD 17 FT S CENTERLINE
 DC0224'PRIVATE X-ROAD ON TOP CTR STONE AND CONCRETE CULVERT BM IS CHISELED
 DC0224'SQUARE.  SET STEEL FENCEPOST MARKER NEARBY.
 DC0224
 DC0224                          STATION RECOVERY (1969)
 DC0224
 DC0224'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0115 ***********************************************************************
 JT0115  DESIGNATION -  292.5
 JT0115  PID         -  JT0115
 JT0115  STATE/COUNTY-  CA/YOLO
 JT0115  USGS QUAD   -  BIRD VALLEY (1993)
 JT0115
 JT0115                         *CURRENT SURVEY CONTROL
 JT0115  ___________________________________________________________________
 JT0115* NAD 83(1986)-  38 51 37.     (N)    122 02 36.     (W)     SCALED    
 JT0115* NAVD 88     -        89.81   (+/-2cm)     294.7    (feet)  VERTCON   
 JT0115  ___________________________________________________________________
 JT0115  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JT0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0115
 JT0115.The horizontal coordinates were scaled from a topographic map and have
 JT0115.an estimated accuracy of +/- 6 seconds.
 JT0115
 JT0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0115.The vertical order pertains to the NGVD 29 superseded value.
 JT0115
 JT0115.The geoid height was determined by GEOID03.
 JT0115
 JT0115;                    North         East    Units  Estimated Accuracy
 JT0115;SPC CA 2     -   632,500.    1,996,240.      MT  (+/- 180 meters Scaled)
 JT0115
 JT0115                          SUPERSEDED SURVEY CONTROL
 JT0115
 JT0115  NGVD 29 (??/??/92)   89.02   (m)          292.1    (f) COMPUTED    2 0
 JT0115
 JT0115.Superseded values are not recommended for survey control.
 JT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0115.See file dsdata.txt to determine how the superseded data were derived.
 JT0115
 JT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ830017(NAD 83)
 JT0115_MARKER: Q = CHISELED SQUARE
 JT0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0115_SP_SET: CULVERT
 JT0115_MARK LOGO: USGS  
 JT0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0115
 JT0115  HISTORY     - Date     Condition        Report By
 JT0115  HISTORY     - UNK      MONUMENTED       USGS
 JT0115  HISTORY     - 1942     GOOD             NGS
 JT0115
 JT0115                          STATION DESCRIPTION
 JT0115
 JT0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0115'6 MI SW FROM DUNNIGAN.
 JT0115'6.0 MILES SOUTHWEST ALONG THE CAPAY ROAD FROM DUNNIGAN, YOLO
 JT0115'COUNTY, 395 FEET NORTH OF BENCH MARK GWM 15 (USGS) DESCRIBED
 JT0115'ABOVE, SOUTH OF A BEND IN THE ROAD, AT A ROAD INTERSECTION, AT
 JT0115'A CONCRETE CULVERT AND ON THE TOP OF THE SOUTH END OF THE WEST
 JT0115'HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0109 ***********************************************************************
 JT0109  DESIGNATION -  292.6
 JT0109  PID         -  JT0109
 JT0109  STATE/COUNTY-  CA/YOLO
 JT0109  USGS QUAD   -  BIRD VALLEY (1993)
 JT0109
 JT0109                         *CURRENT SURVEY CONTROL
 JT0109  ___________________________________________________________________
 JT0109* NAD 83(1986)-  38 49 07.     (N)    122 02 36.     (W)     SCALED    
 JT0109* NAVD 88     -        89.91   (+/-2cm)     295.0    (feet)  VERTCON   
 JT0109  ___________________________________________________________________
 JT0109  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JT0109  VERT ORDER  -  THIRD (See Below)
 JT0109
 JT0109.The horizontal coordinates were scaled from a topographic map and have
 JT0109.an estimated accuracy of +/- 6 seconds.
 JT0109
 JT0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0109.The vertical order pertains to the NGVD 29 superseded value.
 JT0109
 JT0109.The geoid height was determined by GEOID03.
 JT0109
 JT0109;                    North         East    Units  Estimated Accuracy
 JT0109;SPC CA 2     -   627,870.    1,996,240.      MT  (+/- 180 meters Scaled)
 JT0109
 JT0109                          SUPERSEDED SURVEY CONTROL
 JT0109
 JT0109  NGVD 29 (??/??/??)   89.11   (m)          292.4    (f) RESET       3  
 JT0109
 JT0109.Superseded values are not recommended for survey control.
 JT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0109.See file dsdata.txt to determine how the superseded data were derived.
 JT0109
 JT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH830970(NAD 83)
 JT0109_MARKER: Q = CHISELED SQUARE
 JT0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0109_SP_SET: BRIDGE
 JT0109_MARK LOGO: USGS  
 JT0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0109
 JT0109  HISTORY     - Date     Condition        Report By
 JT0109  HISTORY     - UNK      MONUMENTED       USGS
 JT0109  HISTORY     - 1942     GOOD             NGS
 JT0109
 JT0109                          STATION DESCRIPTION
 JT0109
 JT0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0109'7.6 MI N FROM CAPAY.
 JT0109'7.6 MILES NORTH ALONG THE DUNNIGAN ROAD FROM CAPAY, YOLO COUNTY,
 JT0109'30 FEET NORTH OF A PRIVATE DRIVEWAY, 20 FEET EAST OF THE CENTERLINE
 JT0109'OF THE MAIN ROAD, AT A CONCRETE BRIDGE, AND ON THE NORTH END
 JT0109'OF THE EAST ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1054 ***********************************************************************
 LU1054  DESIGNATION -  2930 USGS
 LU1054  PID         -  LU1054
 LU1054  STATE/COUNTY-  CA/TRINITY
 LU1054  USGS QUAD   -  NAUFUS CREEK (1979)
 LU1054
 LU1054                         *CURRENT SURVEY CONTROL
 LU1054  ___________________________________________________________________
 LU1054* NAD 83(1986)-  40 24 29.     (N)    123 15 29.     (W)     SCALED    
 LU1054* NAVD 88     -       893.98   (+/-2cm)    2933.0    (feet)  VERTCON   
 LU1054  ___________________________________________________________________
 LU1054  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 LU1054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1054
 LU1054.The horizontal coordinates were scaled from a topographic map and have
 LU1054.an estimated accuracy of +/- 6 seconds.
 LU1054
 LU1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1054.The vertical order pertains to the NGVD 29 superseded value.
 LU1054
 LU1054.The geoid height was determined by GEOID03.
 LU1054
 LU1054;                    North         East    Units  Estimated Accuracy
 LU1054;SPC CA 1     -   620,100.    1,893,220.      MT  (+/- 180 meters Scaled)
 LU1054
 LU1054                          SUPERSEDED SURVEY CONTROL
 LU1054
 LU1054  NGVD 29 (??/??/92)  893.017  (m)         2929.84   (f) ADJ UNCH    2 0
 LU1054
 LU1054.Superseded values are not recommended for survey control.
 LU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1054.See file dsdata.txt to determine how the superseded data were derived.
 LU1054
 LU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK781730(NAD 83)
 LU1054_MARKER: N = NAIL
 LU1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1054_SP_SET: BRIDGE
 LU1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1054
 LU1054  HISTORY     - Date     Condition        Report By
 LU1054  HISTORY     - UNK      MONUMENTED       USGS
 LU1054  HISTORY     - 1949     GOOD             NGS
 LU1054
 LU1054                          STATION DESCRIPTION
 LU1054
 LU1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1054'6 MI NE FROM FOREST GLEN.
 LU1054'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 36 FROM THE FOREST GLEN
 LU1054'INN AT FOREST GLEN, 102 YARDS NORTHEAST OF BENCH MARK D 187, AT
 LU1054'A CONCRETE BRIDGE OVER BASIN GULCH CREEK, IN THE TOP OF THE WEST
 LU1054'END OF THE NORTH HEAD WALL, 8 1/2 FEET NORTH OF THE CENTER LINE
 LU1054'OF THE HIGHWAY, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1076 ***********************************************************************
 LU1076  DESIGNATION -  2935 USGS
 LU1076  PID         -  LU1076
 LU1076  STATE/COUNTY-  CA/TRINITY
 LU1076  USGS QUAD   -  
 LU1076
 LU1076                         *CURRENT SURVEY CONTROL
 LU1076  ___________________________________________________________________
 LU1076* NAD 83(1986)-  40 24 53.     (N)    123 06 16.     (W)     SCALED    
 LU1076* NAVD 88     -       895.53   (+/-2cm)    2938.1    (feet)  VERTCON   
 LU1076  ___________________________________________________________________
 LU1076  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 LU1076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1076
 LU1076.The horizontal coordinates were scaled from a topographic map and have
 LU1076.an estimated accuracy of +/- 6 seconds.
 LU1076
 LU1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1076.The vertical order pertains to the NGVD 29 superseded value.
 LU1076
 LU1076.The geoid height was determined by GEOID03.
 LU1076
 LU1076;                    North         East    Units  Estimated Accuracy
 LU1076;SPC CA 1     -   620,670.    1,906,270.      MT  (+/- 180 meters Scaled)
 LU1076
 LU1076                          SUPERSEDED SURVEY CONTROL
 LU1076
 LU1076  NGVD 29 (??/??/92)  894.577  (m)         2934.96   (f) ADJ UNCH    2 0
 LU1076
 LU1076.Superseded values are not recommended for survey control.
 LU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1076.See file dsdata.txt to determine how the superseded data were derived.
 LU1076
 LU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK911737(NAD 83)
 LU1076_MARKER: S = SPIKE
 LU1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1076_SP_SET: TREE
 LU1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1076
 LU1076  HISTORY     - Date     Condition        Report By
 LU1076  HISTORY     - UNK      MONUMENTED       USGS
 LU1076  HISTORY     - 1949     GOOD             NGS
 LU1076
 LU1076                          STATION DESCRIPTION
 LU1076
 LU1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1076'3.7 MI NW FROM WILDWOOD.
 LU1076'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE WILDWOOD INN
 LU1076'AT WILDWOOD, AT THE SOUTHEAST BANK OF SALT CREEK, A RAILROAD
 LU1076'SPIKE IN THE BASE OF THE SOUTHEAST SIDE OF A 24-INCH OAK TREE,
 LU1076'36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 LU1076'SOUTHWEST OF A SIGN READING SALT CREEK, AND ABOUT 2 FEET ABOVE
 LU1076'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0577 ***********************************************************************
 EV0577  DESIGNATION -  2936
 EV0577  PID         -  EV0577
 EV0577  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0577  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0577
 EV0577                         *CURRENT SURVEY CONTROL
 EV0577  ___________________________________________________________________
 EV0577* NAD 83(1986)-  34 26 37.     (N)    116 57 08.     (W)     SCALED    
 EV0577* NAVD 88     -       895.835  (meters)    2939.09   (feet)  READJUSTED
 EV0577  ___________________________________________________________________
 EV0577  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EV0577  DYNAMIC HT  -         894.750 (meters)    2935.53  (feet)  COMP
 EV0577  MODELED GRAV-     979,391.2   (mgal)                       NAVD 88
 EV0577
 EV0577  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0577
 EV0577.The horizontal coordinates were scaled from a topographic map and have
 EV0577.an estimated accuracy of +/- 6 seconds.
 EV0577
 EV0577.The orthometric height was determined by differential leveling
 EV0577.and adjusted in February 1993.
 EV0577.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0577.distribution rate of 0.0 thru 1.0 mm/km.
 EV0577.The height was derived from older observations constrained to new
 EV0577.heights in a crustal motion area.  The height is approximate in
 EV0577.relation to other heights in its vicinity.
 EV0577
 EV0577.The geoid height was determined by GEOID03.
 EV0577
 EV0577.The dynamic height is computed by dividing the NAVD 88
 EV0577.geopotential number by the normal gravity value computed on the
 EV0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0577.degrees latitude (g = 980.6199 gals.).
 EV0577
 EV0577.The modeled gravity was interpolated from observed gravity values.
 EV0577
 EV0577;                    North         East    Units  Estimated Accuracy
 EV0577;SPC CA 5     -   605,170.    2,096,290.      MT  (+/- 180 meters Scaled)
 EV0577
 EV0577                          SUPERSEDED SURVEY CONTROL
 EV0577
 EV0577  NGVD 29 (??/??/92)  894.997  (m)         2936.34   (f) ADJ UNCH    1 1
 EV0577
 EV0577.Superseded values are not recommended for survey control.
 EV0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0577.See file dsdata.txt to determine how the superseded data were derived.
 EV0577
 EV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU043113(NAD 83)
 EV0577_MARKER: P = PIPE CAP
 EV0577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0577_STAMPING: 2936 SB
 EV0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0577
 EV0577  HISTORY     - Date     Condition        Report By
 EV0577  HISTORY     - UNK      MONUMENTED       USGS
 EV0577  HISTORY     - 1961     GOOD             NGS
 EV0577  HISTORY     - 1968     GOOD             CA-071
 EV0577  HISTORY     - 1978     GOOD             NGS
 EV0577  HISTORY     - 1979     GOOD             NGS
 EV0577  HISTORY     - 19990607 MARK NOT FOUND   USPSQD
 EV0577
 EV0577                          STATION DESCRIPTION
 EV0577
 EV0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV0577'0.2 MI W FROM LUCERNE VALLEY.
 EV0577'0.15 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0577'OLD WOMAN SPRINGS ROAD AT LUCERNE VALLEY, AT THE T JUNCTION
 EV0577'OF HIGHLAND ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE
 EV0577'HIGHWAY, 72 FEET EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION,
 EV0577'66 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT SOUTH
 EV0577'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 EV0577'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH IS ENCASED
 EV0577'IN A 6-INCH STOVE PIPE FILLED WITH CONCRETE AND PROJECTS 1.0
 EV0577'FOOT ABOVE THE GROUND.
 EV0577
 EV0577                          STATION RECOVERY (1968)
 EV0577
 EV0577'RECOVERY NOTE BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0577'RECOVERED IN GOOD CONDITION.
 EV0577
 EV0577                          STATION RECOVERY (1978)
 EV0577
 EV0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0577'RECOVERED IN GOOD CONDITION.
 EV0577
 EV0577                          STATION RECOVERY (1979)
 EV0577
 EV0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EV0577'RECOVERED IN GOOD CONDITION.
 EV0577
 EV0577                          STATION RECOVERY (1999)
 EV0577
 EV0577'RECOVERY NOTE BY US POWER SQUADRON 1999 (WK)
 EV0577'STATION WAS PREVIOUSLY REPORTED TO BE AT THE JUNCTION OF SH 18 AND
 EV0577'HIGHLAND ROAD. STATION COULD NOT BE FOUND AND IS PROBABLY DESTROYED
 EV0577'DUE TO HEAVY GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0129 ***********************************************************************
 DY0129  DESIGNATION -  294 C OF LB
 DY0129  PID         -  DY0129
 DY0129  STATE/COUNTY-  CA/LOS ANGELES
 DY0129  USGS QUAD   -  LONG BEACH (1981)
 DY0129
 DY0129                         *CURRENT SURVEY CONTROL
 DY0129  ___________________________________________________________________
 DY0129* NAD 83(1986)-  33 45 55.     (N)    118 13 13.     (W)     SCALED    
 DY0129* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 DY0129  ___________________________________________________________________
 DY0129  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0129  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0129
 DY0129.The horizontal coordinates were scaled from a topographic map and have
 DY0129.an estimated accuracy of +/- 6 seconds.
 DY0129
 DY0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0129.The vertical order pertains to the NGVD 29 superseded value.
 DY0129
 DY0129.The geoid height was determined by GEOID03.
 DY0129
 DY0129;                    North         East    Units  Estimated Accuracy
 DY0129;SPC CA 5     -   529,450.    1,979,590.      MT  (+/- 180 meters Scaled)
 DY0129
 DY0129                          SUPERSEDED SURVEY CONTROL
 DY0129
 DY0129  NGVD 29 (??/??/92)    3.193  (m)           10.48   (f) ADJ UNCH    1 2
 DY0129
 DY0129.Superseded values are not recommended for survey control.
 DY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0129.See file dsdata.txt to determine how the superseded data were derived.
 DY0129
 DY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869368(NAD 83)
 DY0129_MARKER: DD = SURVEY DISK
 DY0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0129+STABILITY: SURFACE MOTION
 DY0129
 DY0129  HISTORY     - Date     Condition        Report By
 DY0129  HISTORY     - UNK      MONUMENTED       CA1970
 DY0129  HISTORY     - 1931     GOOD             NGS
 DY0129  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0129
 DY0129                          STATION DESCRIPTION
 DY0129
 DY0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DY0129'AT LONG BEACH.
 DY0129'INNER HARBOR, ABOUT 300 FEET EAST OF U.P.R.R. DRAW BRIDGE,
 DY0129'8.5 FEET SOUTH OF CENTER OF TRACK, 25 FEET WEST OF CENTER OF
 DY0129'EL DORADO ST.  BRONZE TABLET SET IN CONCRETE POST 6 IN UNDER
 DY0129'GROUND.
 DY0129
 DY0129                          STATION RECOVERY (1945)
 DY0129
 DY0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0266 ***********************************************************************
 MX0266  DESIGNATION -  2945 B
 MX0266  PID         -  MX0266
 MX0266  STATE/COUNTY-  CA/SISKIYOU
 MX0266  USGS QUAD   -  ETNA (1986)
 MX0266
 MX0266                         *CURRENT SURVEY CONTROL
 MX0266  ___________________________________________________________________
 MX0266* NAD 83(1986)-  41 27 28.     (N)    122 53 49.     (W)     SCALED    
 MX0266* NAVD 88     -       897.494  (meters)    2944.53   (feet)  ADJUSTED  
 MX0266  ___________________________________________________________________
 MX0266  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 MX0266  DYNAMIC HT  -         896.980 (meters)    2942.84  (feet)  COMP
 MX0266  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 MX0266
 MX0266  VERT ORDER  -  SECOND    CLASS 0
 MX0266
 MX0266.The horizontal coordinates were scaled from a topographic map and have
 MX0266.an estimated accuracy of +/- 6 seconds.
 MX0266
 MX0266.The orthometric height was determined by differential leveling
 MX0266.and adjusted in June 1991.
 MX0266
 MX0266.The geoid height was determined by GEOID03.
 MX0266
 MX0266.The dynamic height is computed by dividing the NAVD 88
 MX0266.geopotential number by the normal gravity value computed on the
 MX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0266.degrees latitude (g = 980.6199 gals.).
 MX0266
 MX0266.The modeled gravity was interpolated from observed gravity values.
 MX0266
 MX0266;                    North         East    Units  Estimated Accuracy
 MX0266;SPC CA 1     -   736,280.    1,925,070.      MT  (+/- 180 meters Scaled)
 MX0266
 MX0266                          SUPERSEDED SURVEY CONTROL
 MX0266
 MX0266  NGVD 29 (??/??/??)  896.480  (m)         2941.20   (f) ADJUSTED    2 0
 MX0266
 MX0266.Superseded values are not recommended for survey control.
 MX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0266.See file dsdata.txt to determine how the superseded data were derived.
 MX0266
 MX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL086895(NAD 83)
 MX0266_MARKER: DB = BENCH MARK DISK
 MX0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0266_SP_SET: BUILDING
 MX0266_STAMPING: 2945 B B 1907
 MX0266_MARK LOGO: USGS  
 MX0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0266
 MX0266  HISTORY     - Date     Condition        Report By
 MX0266  HISTORY     - 1907     MONUMENTED       USGS
 MX0266  HISTORY     - 1952     GOOD             CGS
 MX0266
 MX0266                          STATION DESCRIPTION
 MX0266
 MX0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0266'AT ETNA.
 MX0266'AT ETNA, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BRICK COLUMN
 MX0266'AT THE MAIN ENTRANCE TO THE HARDWARE AND DRY GOODS STORE, AT THE
 MX0266'INTERSECTION OF DIGGLES AND MAIN STREETS, 20.0 FEET SOUTHWEST OF
 MX0266'THE NORTHEAST CORNER OF THE BUILDING, 4.3 FEET SOUTHWEST OF THE
 MX0266'MAIN ENTRANCE TO THE BUILDING, AND ABOUT 1.5 FEET HIGHER THAN
 MX0266'THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0002 ***********************************************************************
 DW0002  DESIGNATION -  295 USGS
 DW0002  PID         -  DW0002
 DW0002  STATE/COUNTY-  CA/IMPERIAL
 DW0002  USGS QUAD   -  EAST OF ACOLITA (1988)
 DW0002
 DW0002                         *CURRENT SURVEY CONTROL
 DW0002  ___________________________________________________________________
 DW0002* NAD 83(1986)-  33 01 19.     (N)    115 06 28.     (W)     SCALED    
 DW0002* NAVD 88     -        90.74   (+/-2cm)     297.7    (feet)  VERTCON   
 DW0002  ___________________________________________________________________
 DW0002  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DW0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0002
 DW0002.The horizontal coordinates were scaled from a topographic map and have
 DW0002.an estimated accuracy of +/- 6 seconds.
 DW0002
 DW0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0002.The vertical order pertains to the NGVD 29 superseded value.
 DW0002
 DW0002.The geoid height was determined by GEOID03.
 DW0002
 DW0002;                    North         East    Units  Estimated Accuracy
 DW0002;SPC CA 6     -   595,440.    2,106,710.      MT  (+/- 180 meters Scaled)
 DW0002
 DW0002                          SUPERSEDED SURVEY CONTROL
 DW0002
 DW0002  NGVD 29 (??/??/??)   89.994  (m)          295.26   (f) ADJUSTED    2 0
 DW0002
 DW0002.Superseded values are not recommended for survey control.
 DW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0002.See file dsdata.txt to determine how the superseded data were derived.
 DW0002
 DW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS767553(NAD 83)
 DW0002_MARKER: P = PIPE CAP
 DW0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0002_STAMPING: 295 SB
 DW0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0002
 DW0002  HISTORY     - Date     Condition        Report By
 DW0002  HISTORY     - UNK      MONUMENTED       USGS
 DW0002  HISTORY     - 1935     GOOD             NGS
 DW0002
 DW0002                          STATION DESCRIPTION
 DW0002
 DW0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DW0002'AT MESQUITE.
 DW0002'AT MESQUITE, IMPERIAL COUNTY, ON THE SOUTHERN PACIFIC CO.
 DW0002'RAILROAD, 40 YARDS WEST OF THE STATION SIGN, 0.5 MILE EAST OF
 DW0002'MILEPOST 695, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 DW0002'43 FEET SOUTHEAST OF A TELEPHONE POLE, AND 5 FEET SOUTHWEST OF THE
 DW0002'ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DW0002'STAMPED 295 SB AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 DW0002'1-1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4212 ***********************************************************************
 GU4212  DESIGNATION -  295.16=308
 GU4212  PID         -  GU4212
 GU4212  STATE/COUNTY-  CA/SANTA CRUZ
 GU4212  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4212
 GU4212                         *CURRENT SURVEY CONTROL
 GU4212  ___________________________________________________________________
 GU4212* NAD 83(1986)-  36 58 17.     (N)    121 47 43.     (W)     SCALED    
 GU4212* NAVD 88     -        90.979  (meters)     298.49   (feet)  ADJUSTED  
 GU4212  ___________________________________________________________________
 GU4212  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 GU4212  DYNAMIC HT  -          90.909 (meters)     298.26  (feet)  COMP
 GU4212  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 GU4212
 GU4212  VERT ORDER  -  FIRST     CLASS II
 GU4212
 GU4212.The horizontal coordinates were scaled from a topographic map and have
 GU4212.an estimated accuracy of +/- 6 seconds.
 GU4212
 GU4212.The orthometric height was determined by differential leveling
 GU4212.and adjusted in February 1993.
 GU4212
 GU4212.The geoid height was determined by GEOID03.
 GU4212
 GU4212.The dynamic height is computed by dividing the NAVD 88
 GU4212.geopotential number by the normal gravity value computed on the
 GU4212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4212.degrees latitude (g = 980.6199 gals.).
 GU4212
 GU4212.The modeled gravity was interpolated from observed gravity values.
 GU4212
 GU4212;                    North         East    Units  Estimated Accuracy
 GU4212;SPC CA 3     -   553,110.    1,884,660.      MT  (+/- 180 meters Scaled)
 GU4212
 GU4212                          SUPERSEDED SURVEY CONTROL
 GU4212
 GU4212  NGVD 29 (10/21/93)   90.145  (m)          295.75   (f) ADJUSTED    1 2
 GU4212
 GU4212.Superseded values are not recommended for survey control.
 GU4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4212.See file dsdata.txt to determine how the superseded data were derived.
 GU4212
 GU4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF072923(NAD 83)
 GU4212_MARKER: DD = SURVEY DISK
 GU4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4212_SP_SET: CONCRETE POST
 GU4212_STAMPING: A.B.5 295.16
 GU4212_MARK LOGO: CA-087
 GU4212_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4212+STABILITY: SURFACE MOTION
 GU4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4212+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 GU4212
 GU4212  HISTORY     - Date     Condition        Report By
 GU4212  HISTORY     - UNK      MONUMENTED       CA-087
 GU4212  HISTORY     - 19900416 GOOD             NGS
 GU4212
 GU4212                          STATION DESCRIPTION
 GU4212
 GU4212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4212'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4212'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 WESTERLY ALONG HOLOHAN
 GU4212'ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN VALLEY ROAD,
 GU4212'THENCE 3.95 KM (2.45 MI) NORTHWESTERLY ALONG AMESTI ROAD, 7.7 M
 GU4212'(25.3 FT) EAST OF THE CENTERLINE OF AMESTI ROAD, 7.3 M (24.0 FT)
 GU4212'NORTH OF THE CENTERLINE OF PIONEER ROAD, 0.7 M (2.3 FT) NORTHEAST OF
 GU4212'UTILITY POLE NUMBER 2248, AND 0.6 M (2.0 FT) ABOVE THE SURFACE OF
 GU4212'AMESTI ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4031 ***********************************************************************
 EW4031  DESIGNATION -  295.242 C OF LA
 EW4031  PID         -  EW4031
 EW4031  STATE/COUNTY-  CA/LOS ANGELES
 EW4031  USGS QUAD   -  TOPANGA (1991)
 EW4031
 EW4031                         *CURRENT SURVEY CONTROL
 EW4031  ___________________________________________________________________
 EW4031* NAD 83(1986)-  34 02 32.     (N)    118 30 03.     (W)     SCALED    
 EW4031* NAVD 88     -        90.78   (+/-2cm)     297.8    (feet)  VERTCON   
 EW4031  ___________________________________________________________________
 EW4031  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 EW4031  VERT ORDER  -  THIRD (See Below)
 EW4031
 EW4031.The horizontal coordinates were scaled from a topographic map and have
 EW4031.an estimated accuracy of +/- 6 seconds.
 EW4031
 EW4031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4031.The vertical order pertains to the NGVD 29 superseded value.
 EW4031
 EW4031.The geoid height was determined by GEOID03.
 EW4031
 EW4031;                    North         East    Units  Estimated Accuracy
 EW4031;SPC CA 5     -   560,260.    1,953,750.      MT  (+/- 180 meters Scaled)
 EW4031
 EW4031                          SUPERSEDED SURVEY CONTROL
 EW4031
 EW4031  NGVD 29 (??/??/??)   90.01   (m)          295.3    (f) RESET       3  
 EW4031
 EW4031.Superseded values are not recommended for survey control.
 EW4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4031.See file dsdata.txt to determine how the superseded data were derived.
 EW4031
 EW4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT614678(NAD 83)
 EW4031_MARKER: S = SPIKE
 EW4031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4031_SP_SET: IN CONCRETE
 EW4031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4031+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 EW4031
 EW4031  HISTORY     - Date     Condition        Report By
 EW4031  HISTORY     - UNK      MONUMENTED       CA1980
 EW4031  HISTORY     - 1945     GOOD             NGS
 EW4031  HISTORY     - 20040601 GOOD             GEOCAC
 EW4031
 EW4031                          STATION DESCRIPTION
 EW4031
 EW4031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW4031'AT SANTA MONICA.
 EW4031'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND SEVENTEENTH
 EW4031'STREET.  LOCATED IN THE SOUTHWEST END OF A CATCH BASIN AND IN
 EW4031'THE NORTHWEST CURB OF SAN VICENTE BOULEVARD, 6.6 FEET NORTHEAST
 EW4031'OF A PROJECTED CENTERLINE OF THE SOUTHWEST CURB OF SEVENTEENTH
 EW4031'STREET, AND 8.4 FEET SOUTHWEST OF THE PROJECTED CENTERLINE OF
 EW4031'SEVENTEENTH STREET.  A CUT SPIKE SET IN CONCRETE.
 EW4031
 EW4031                          STATION RECOVERY (2004)
 EW4031
 EW4031'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4031'THE CURB IS PAINTED RED AND THE SPIKE HAS A RING OF YELLOW PAINT
 EW4031'AROUND IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7054 ***********************************************************************
 EW7054  DESIGNATION -  2953
 EW7054  PID         -  EW7054
 EW7054  STATE/COUNTY-  CA/KERN
 EW7054  USGS QUAD   -  BISSELL (1973)
 EW7054
 EW7054                         *CURRENT SURVEY CONTROL
 EW7054  ___________________________________________________________________
 EW7054* NAD 83(1992)-  34 53 36.99533(N)    118 00 39.68057(W)     ADJUSTED  
 EW7054* NAVD 88     -       901.     (meters)    2956.     (feet)  SCALED    
 EW7054  ___________________________________________________________________
 EW7054  EPOCH DATE  -        1991.35
 EW7054  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EW7054  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW7054  HORZ ORDER  -  SECOND
 EW7054
 EW7054.The horizontal coordinates were established by classical geodetic methods
 EW7054.and adjusted by the National Geodetic Survey in June 1996.
 EW7054.The horizontal coordinates are valid at the epoch date displayed above.
 EW7054.The epoch date for horizontal control is a decimal equivalence
 EW7054.of Year/Month/Day.
 EW7054
 EW7054.The orthometric height was scaled from a topographic map.
 EW7054
 EW7054.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7054
 EW7054.The geoid height was determined by GEOID03.
 EW7054
 EW7054;                    North         East     Units Scale Factor Converg.
 EW7054;SPC CA 5     -   654,586.484 1,998,992.562   MT  0.99992521   -0 00 22.6
 EW7054;SPC CA 5     - 2,147,589.16  6,558,361.43   sFT  0.99992521   -0 00 22.6
 EW7054;UTM  11      - 3,861,711.176   407,621.612   MT  0.99970518   -0 34 42.2
 EW7054
 EW7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7054!SPC CA 5     -   0.99986363  x   0.99992521  =   0.99978885
 EW7054!UTM  11      -   0.99986363  x   0.99970518  =   0.99956885
 EW7054
 EW7054                          SUPERSEDED SURVEY CONTROL
 EW7054
 EW7054  NAD 83(1986)-  34 53 36.99689(N)    118 00 39.68293(W) AD(1984.00) 2
 EW7054  NAD 27      -  34 53 37.07275(N)    118 00 36.42495(W) AD(       ) 2
 EW7054
 EW7054.Superseded values are not recommended for survey control.
 EW7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7054.See file dsdata.txt to determine how the superseded data were derived.
 EW7054
 EW7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU0762261711(NAD 83)
 EW7054
 EW7054  HISTORY     - Date     Condition        Report By
 EW7054  HISTORY     - 1947     MONUMENTED       USGS
 EW7054  HISTORY     - 1958     SEE DESCRIPTION  CGS
 EW7054
 EW7054                          STATION DESCRIPTION
 EW7054
 EW7054'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (SPH)
 EW7054'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 EW7054'2953 FEET, DATUM VA, SET IN BEDROCK FLUSH WITH THE SURFACE 1 METER
 EW7054'NORTH OF THE BASE OF THE CAIRN.
 EW7054
 EW7054                          STATION RECOVERY (1958)
 EW7054
 EW7054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 EW7054'IT IS LOCATED, AIRLINE, ABOUT 9 MILES EAST NORTHEAST OF ROSAMOND,
 EW7054'8-1/2 MILES WEST SOUTHWEST OF MUROC AND ON THE HIGHEST PART OF
 EW7054'A PROMINENT HILL AND AT TRIANGULATION STATION TARGET 1947.
 EW7054'
 EW7054'THE MARK IS A USGS BENCH MARK DISK, STAMPED 2953 VA, CEMENTED IN
 EW7054'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 FEET AND IS
 EW7054'ABOUT 3 FEET HIGHER THAN STATION TARGET 1947.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5573 ***********************************************************************
 EW5573  DESIGNATION -  2953 BPR
 EW5573  PID         -  EW5573
 EW5573  STATE/COUNTY-  CA/VENTURA
 EW5573  USGS QUAD   -  WHEELER SPRINGS (1991)
 EW5573
 EW5573                         *CURRENT SURVEY CONTROL
 EW5573  ___________________________________________________________________
 EW5573* NAD 83(1986)-  34 32 00.     (N)    119 15 38.     (W)     SCALED    
 EW5573* NAVD 88     -       899.77   (+/-2cm)    2952.0    (feet)  VERTCON   
 EW5573  ___________________________________________________________________
 EW5573  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EW5573  VERT ORDER  -  THIRD (See Below)
 EW5573
 EW5573.The horizontal coordinates were scaled from a topographic map and have
 EW5573.an estimated accuracy of +/- 6 seconds.
 EW5573
 EW5573.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5573.The vertical order pertains to the NGVD 29 superseded value.
 EW5573
 EW5573.The geoid height was determined by GEOID03.
 EW5573
 EW5573;                    North         East    Units  Estimated Accuracy
 EW5573;SPC CA 5     -   615,350.    1,884,290.      MT  (+/- 180 meters Scaled)
 EW5573
 EW5573                          SUPERSEDED SURVEY CONTROL
 EW5573
 EW5573  NGVD 29 (??/??/??)  898.95   (m)         2949.3    (f) RESET       3  
 EW5573
 EW5573.Superseded values are not recommended for survey control.
 EW5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5573.See file dsdata.txt to determine how the superseded data were derived.
 EW5573
 EW5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU925236(NAD 83)
 EW5573_MARKER: P = PIPE CAP
 EW5573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5573_STAMPING: 2953.99 PC 769+13.70
 EW5573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5573
 EW5573  HISTORY     - Date     Condition        Report By
 EW5573  HISTORY     - UNK      MONUMENTED       BPR
 EW5573  HISTORY     - 1934     GOOD             NGS
 EW5573  HISTORY     - 1960     MARK NOT FOUND   NGS
 EW5573
 EW5573                          STATION DESCRIPTION
 EW5573
 EW5573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EW5573'13.3 MI N FROM OJAI.
 EW5573'13.3 MILES NORTH ALONG U.S. HIGHWAY 399 FROM OJAI, VENTURA
 EW5573'COUNTY, 4.5 MILES NORTHEAST OF THE WHEELER GORGE RANGER STATION,
 EW5573'45 FEET WEST OF A RAVINE, AT THE WEST END OF A FILL, AND 25 FEET
 EW5573'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 EW5573'OF PUBLIC ROADS STANDARD CAP, STAMPED 2953.99 PC 769+13.70 AND
 EW5573'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 EW5573
 EW5573                          STATION RECOVERY (1960)
 EW5573
 EW5573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW5573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0309 ***********************************************************************
 DY0309  DESIGNATION -  296 C OF LB
 DY0309  PID         -  DY0309
 DY0309  STATE/COUNTY-  CA/LOS ANGELES
 DY0309  USGS QUAD   -  LONG BEACH (1981)
 DY0309
 DY0309                         *CURRENT SURVEY CONTROL
 DY0309  ___________________________________________________________________
 DY0309* NAD 83(1986)-  33 46 58.     (N)    118 08 18.     (W)     SCALED    
 DY0309* NAVD 88     -        10.14   (+/-2cm)      33.3    (feet)  VERTCON   
 DY0309  ___________________________________________________________________
 DY0309  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DY0309  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0309
 DY0309.The horizontal coordinates were scaled from a topographic map and have
 DY0309.an estimated accuracy of +/- 6 seconds.
 DY0309
 DY0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0309.The vertical order pertains to the NGVD 29 superseded value.
 DY0309
 DY0309.The geoid height was determined by GEOID03.
 DY0309
 DY0309;                    North         East    Units  Estimated Accuracy
 DY0309;SPC CA 5     -   531,380.    1,987,190.      MT  (+/- 180 meters Scaled)
 DY0309
 DY0309                          SUPERSEDED SURVEY CONTROL
 DY0309
 DY0309  NGVD 29 (??/??/92)    9.370  (m)           30.74   (f) ADJ UNCH    1 2
 DY0309
 DY0309.Superseded values are not recommended for survey control.
 DY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0309.See file dsdata.txt to determine how the superseded data were derived.
 DY0309
 DY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT946386(NAD 83)
 DY0309_MARKER: DD = SURVEY DISK
 DY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0309_STAMPING: L B BM NO 296
 DY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0309+STABILITY: SURFACE MOTION
 DY0309
 DY0309  HISTORY     - Date     Condition        Report By
 DY0309  HISTORY     - UNK      MONUMENTED       CA1970
 DY0309  HISTORY     - 1954     GOOD             NGS
 DY0309  HISTORY     - 1958     GOOD             NGS
 DY0309
 DY0309                          STATION DESCRIPTION
 DY0309
 DY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0309'AT LONG BEACH.
 DY0309'AT LONG BEACH, AT THE T JUNCTION OF ANAHEIM STREET AND ROYCROFT
 DY0309'AVENUE, 0.3 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 101
 DY0309'ALTERNATE AND ANAHEIM STREET, IN THE SIDEWALK, 16.9 FEET EAST
 DY0309'OF THE EAST CURB OF THE AVENUE, 8.0 FEET NORTH OF THE NORTH
 DY0309'CURB OF THE STREET, 0.9 FOOT BELOW THE SURFACE OF THE AVENUE,
 DY0309'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0309'THROUGH A 5-INCH METAL PIPE WITH A CAST IRON COVER MAKRED LBBM.
 DY0309
 DY0309                          STATION RECOVERY (1958)
 DY0309
 DY0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH3671 ***********************************************************************
 DH3671  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3671  DESIGNATION -  296.66 USBR
 DH3671  PID         -  DH3671
 DH3671  STATE/COUNTY-  CA/GLENN
 DH3671  USGS QUAD   -  KIRKWOOD (1969)
 DH3671
 DH3671                         *CURRENT SURVEY CONTROL
 DH3671  ___________________________________________________________________
 DH3671* NAD 83(2007)-  39 47 25.23145(N)    122 13 33.09204(W)     ADJUSTED  
 DH3671* NAVD 88     -        91.11   (meters)     298.9    (feet)  GPS OBS   
 DH3671  ___________________________________________________________________
 DH3671  EPOCH DATE  -        2007.00
 DH3671  X           -  -2,617,063.568 (meters)                     COMP
 DH3671  Y           -  -4,151,669.824 (meters)                     COMP
 DH3671  Z           -   4,060,165.493 (meters)                     COMP
 DH3671  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 DH3671  ELLIP HEIGHT-          62.355 (meters)          (02/10/07) ADJUSTED
 DH3671  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DH3671
 DH3671  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3671  Type    PID    Designation                      North   East  Ellip
 DH3671  -------------------------------------------------------------------
 DH3671  NETWORK DH3671 296.66 USBR                       1.33   1.82   2.88
 DH3671  -------------------------------------------------------------------
 DH3671
 DH3671.The horizontal coordinates were established by GPS observations
 DH3671.and adjusted by the National Geodetic Survey in February 2007.
 DH3671
 DH3671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3671.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3671.The horizontal coordinates are valid at the epoch date displayed above.
 DH3671.The epoch date for horizontal control is a decimal equivalence
 DH3671.of Year/Month/Day.
 DH3671
 DH3671.The orthometric height was determined by GPS observations and a
 DH3671.high-resolution geoid model.
 DH3671.The orthometric height was determined by GPS observations and a
 DH3671.high-resolution geoid model using precise GPS observation and
 DH3671.processing techniques.
 DH3671
 DH3671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3671
 DH3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3671
 DH3671.The ellipsoidal height was determined by GPS observations
 DH3671.and is referenced to NAD 83.
 DH3671
 DH3671.The geoid height was determined by GEOID03.
 DH3671
 DH3671;                    North         East     Units Scale Factor Converg.
 DH3671;SPC CA 2     -   735,771.742 1,980,654.385   MT  0.99999047   -0 08 32.6
 DH3671;SPC CA 2     - 2,413,944.46  6,498,196.93   sFT  0.99999047   -0 08 32.6
 DH3671;UTM  10      - 4,404,774.242   566,282.474   MT  0.99965409   +0 29 43.6
 DH3671
 DH3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3671!SPC CA 2     -   0.99999022  x   0.99999047  =   0.99998069
 DH3671!UTM  10      -   0.99999022  x   0.99965409  =   0.99964431
 DH3671
 DH3671                          SUPERSEDED SURVEY CONTROL
 DH3671
 DH3671  NAD 83(1998)-  39 47 25.23009(N)    122 13 33.09142(W) AD(2004.30) B
 DH3671  ELLIP H (05/10/05)   62.315  (m)                       GP(       ) 4 1
 DH3671
 DH3671.Superseded values are not recommended for survey control.
 DH3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3671.See file dsdata.txt to determine how the superseded data were derived.
 DH3671
 DH3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK6628204774(NAD 83)
 DH3671_MARKER: DD = SURVEY DISK
 DH3671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH3671_SP_SET: SET IN HEADWALL
 DH3671_STAMPING: 296.66
 DH3671_MARK LOGO: BOR   
 DH3671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3671+STABILITY: SURFACE MOTION
 DH3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3671+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DH3671
 DH3671  HISTORY     - Date     Condition        Report By
 DH3671  HISTORY     - UNK      MONUMENTED       BOR
 DH3671  HISTORY     - 20031010 SEE DESCRIPTION  FRAME
 DH3671
 DH3671                          STATION DESCRIPTION
 DH3671
 DH3671'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF)
 DH3671'THE STATION IS LOCATED ABOUT 10 MI SOUTH OF CORNING ABD ABOUT 3 MI
 DH3671'NORTHWEST OF ORLAND.
 DH3671' 
 DH3671'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND
 DH3671'ROAD 7, ABOUT 3 MI NORTH OF ORLAND, GO WEST AND THEN NORTHWEST ON ROAD
 DH3671'7 FOR 1.4 MI TO A DIRT SIDE ROAD RIGHT, AN IRRIGATION CANAL ON THE
 DH3671'RIGHT AND THE STATION ON THE RIGHT.
 DH3671' 
 DH3671'THE STATION IS A US BUREAU OF RECLAMATION SURVEY DISK SET IN THE EAST
 DH3671'HEADWALL WHERE THE CANAL PASSES UNDER THE ROAD. IT IS 22 FT NORTH OF
 DH3671'THE CENTERLINE OF ROAD 7, 10.3 FT NORTH OF THE SOUTH END OF THE
 DH3671'HEADWALL OF THE CANAL AND 8 FT WEST OF THE CENTERLINE OF THE DIRT
 DH3671'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3586 ***********************************************************************
 HT3586  DESIGNATION -  296.80=74
 HT3586  PID         -  HT3586
 HT3586  STATE/COUNTY-  CA/SANTA CRUZ
 HT3586  USGS QUAD   -  FELTON (1991)
 HT3586
 HT3586                         *CURRENT SURVEY CONTROL
 HT3586  ___________________________________________________________________
 HT3586* NAD 83(1986)-  37 04 06.     (N)    122 04 58.     (W)     SCALED    
 HT3586* NAVD 88     -        91.411  (meters)     299.90   (feet)  ADJUSTED  
 HT3586  ___________________________________________________________________
 HT3586  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HT3586  DYNAMIC HT  -          91.344 (meters)     299.68  (feet)  COMP
 HT3586  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 HT3586
 HT3586  VERT ORDER  -  FIRST     CLASS II
 HT3586
 HT3586.The horizontal coordinates were scaled from a topographic map and have
 HT3586.an estimated accuracy of +/- 6 seconds.
 HT3586
 HT3586.The orthometric height was determined by differential leveling
 HT3586.and adjusted in February 1993.
 HT3586
 HT3586.The geoid height was determined by GEOID03.
 HT3586
 HT3586.The dynamic height is computed by dividing the NAVD 88
 HT3586.geopotential number by the normal gravity value computed on the
 HT3586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3586.degrees latitude (g = 980.6199 gals.).
 HT3586
 HT3586.The modeled gravity was interpolated from observed gravity values.
 HT3586
 HT3586;                    North         East    Units  Estimated Accuracy
 HT3586;SPC CA 3     -   564,270.    1,859,250.      MT  (+/- 180 meters Scaled)
 HT3586
 HT3586                          SUPERSEDED SURVEY CONTROL
 HT3586
 HT3586  NGVD 29 (10/21/93)   90.576  (m)          297.16   (f) ADJUSTED    1 2
 HT3586
 HT3586.Superseded values are not recommended for survey control.
 HT3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3586.See file dsdata.txt to determine how the superseded data were derived.
 HT3586
 HT3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG815028(NAD 83)
 HT3586_MARKER: DD = SURVEY DISK
 HT3586_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT3586_SP_SET: ABUTMENT
 HT3586_STAMPING: BM 296.80 HY 9.1
 HT3586_MARK LOGO: CA-087
 HT3586_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3586+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3586
 HT3586  HISTORY     - Date     Condition        Report By
 HT3586  HISTORY     - UNK      MONUMENTED       CA-087
 HT3586  HISTORY     - 19900425 GOOD             NGS
 HT3586
 HT3586                          STATION DESCRIPTION
 HT3586
 HT3586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3586'IN BRACKNEY AT THE INTERSECTION OF STATE HIGHWAY 9 AND THE SOUTH 1 OF
 HT3586'2 BRIDGES SPANNING THE SAN LORENZO RIVER, IN TOP OF THE SOUTHEAST
 HT3586'ABUTMENT OF BRIDGE NUMBER 3646, 3.5 M (11.5 FT) NORTHEAST OF THE
 HT3586'CENTERLINE OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTHWEST OF THE NORTHEAST
 HT3586'BRIDGE GUARD RAIL, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0469 ***********************************************************************
 KS0469  DESIGNATION -  2969.6
 KS0469  PID         -  KS0469
 KS0469  STATE/COUNTY-  CA/SIERRA
 KS0469  USGS QUAD   -  DOWNIEVILLE (1975)
 KS0469
 KS0469                         *CURRENT SURVEY CONTROL
 KS0469  ___________________________________________________________________
 KS0469* NAD 83(1986)-  39 33 35.     (N)    120 48 47.     (W)     SCALED    
 KS0469* NAVD 88     -       905.946  (meters)    2972.26   (feet)  ADJUSTED  
 KS0469  ___________________________________________________________________
 KS0469  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 KS0469  DYNAMIC HT  -         905.216 (meters)    2969.86  (feet)  COMP
 KS0469  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 KS0469
 KS0469  VERT ORDER  -  SECOND    CLASS 0
 KS0469
 KS0469.The horizontal coordinates were scaled from a topographic map and have
 KS0469.an estimated accuracy of +/- 6 seconds.
 KS0469
 KS0469.The orthometric height was determined by differential leveling
 KS0469.and adjusted in June 1991.
 KS0469
 KS0469.The geoid height was determined by GEOID03.
 KS0469
 KS0469.The dynamic height is computed by dividing the NAVD 88
 KS0469.geopotential number by the normal gravity value computed on the
 KS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0469.degrees latitude (g = 980.6199 gals.).
 KS0469
 KS0469.The modeled gravity was interpolated from observed gravity values.
 KS0469
 KS0469;                    North         East    Units  Estimated Accuracy
 KS0469;SPC CA 2     -   710,810.    2,102,000.      MT  (+/- 180 meters Scaled)
 KS0469
 KS0469                          SUPERSEDED SURVEY CONTROL
 KS0469
 KS0469  NGVD 29 (??/??/??)  905.013  (m)         2969.20   (f) ADJUSTED    2 0
 KS0469
 KS0469.Superseded values are not recommended for survey control.
 KS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0469.See file dsdata.txt to determine how the superseded data were derived.
 KS0469
 KS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ878811(NAD 83)
 KS0469_MARKER: Q = CHISELED SQUARE
 KS0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0469_SP_SET: CULVERT
 KS0469_MARK LOGO: USGS  
 KS0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0469
 KS0469  HISTORY     - Date     Condition        Report By
 KS0469  HISTORY     - UNK      MONUMENTED       USGS
 KS0469  HISTORY     - 1934     GOOD             CGS
 KS0469
 KS0469                          STATION DESCRIPTION
 KS0469
 KS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0469'1.1 MI E FROM DOWNIEVILLE.
 KS0469'1.1 MILES EAST ALONG STATE HIGHWAY 49 FROM DOWNIEVILLE, SIERRA
 KS0469'COUNTY, ABOUT 30 YARDS NORTHEAST OF THE ENTRANCE TO THE STATE
 KS0469'CASTLE AUTO CAMP, AT A CULVERT, AND ON THE TOP OF THE NORTHWEST
 KS0469'CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1724 ***********************************************************************
 JS1724  DESIGNATION -  297 N USE
 JS1724  PID         -  JS1724
 JS1724  STATE/COUNTY-  CA/SACRAMENTO
 JS1724  USGS QUAD   -  JERSEY ISLAND (1978)
 JS1724
 JS1724                         *CURRENT SURVEY CONTROL
 JS1724  ___________________________________________________________________
 JS1724* NAD 83(1986)-  38 05 54.     (N)    121 39 35.     (W)     SCALED    
 JS1724* NAVD 88     -         2.40   (+/-2cm)       7.9    (feet)  VERTCON   
 JS1724  ___________________________________________________________________
 JS1724  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JS1724  VERT ORDER  -  THIRD (See Below)
 JS1724
 JS1724.The horizontal coordinates were scaled from a topographic map and have
 JS1724.an estimated accuracy of +/- 6 seconds.
 JS1724
 JS1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1724.The vertical order pertains to the NGVD 29 superseded value.
 JS1724
 JS1724.The geoid height was determined by GEOID03.
 JS1724
 JS1724;                    North         East    Units  Estimated Accuracy
 JS1724;SPC CA 2     -   547,980.    2,029,850.      MT  (+/- 180 meters Scaled)
 JS1724
 JS1724                          SUPERSEDED SURVEY CONTROL
 JS1724
 JS1724  NGVD 29 (??/??/??)    1.68   (m)            5.5    (f) RESET       3  
 JS1724
 JS1724.Superseded values are not recommended for survey control.
 JS1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1724.See file dsdata.txt to determine how the superseded data were derived.
 JS1724
 JS1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH175175(NAD 83)
 JS1724_MARKER: P = PIPE CAP
 JS1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1724_STAMPING: 297 N
 JS1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1724+STABILITY: SURFACE MOTION
 JS1724
 JS1724  HISTORY     - Date     Condition        Report By
 JS1724  HISTORY     - UNK      MONUMENTED       DOD
 JS1724  HISTORY     - 1951     GOOD             NGS
 JS1724  HISTORY     - 1964     MARK NOT FOUND   NGS
 JS1724
 JS1724                          STATION DESCRIPTION
 JS1724
 JS1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1724'AT TWITCHELL ISLAND.
 JS1724'ON THE SOUTH SIDE OF TWITCHELL ISLAND, 0.5 MILES WEST ALONG THE
 JS1724'SAN JOAQUIN RIVER LEVEE, ON THE NORTH BANK OF THE SAN JOAQUIN
 JS1724'RIVER, 292 FEET EAST OF A POINT ON THE LEVEE IN LINE WITH A
 JS1724'NORTH TO SOUTH DITCH ACROSS THE ISLAND, 113 FEET SOUTHEAST OF THE
 JS1724'FIRST POWER LINE POLE EAST OF A T JUNCTION OF DITCHES, ON THE
 JS1724'SOUTH SHOULDER OF THE LEVEE, 11 FEET SOUTH OF THE CENTER LINE
 JS1724'OF THE LEVEE, 2 FEET WEST OF A WITNESS POST, AND SET IN THE TOP
 JS1724'OF A CONCRETE POST ABOUT 2 FEET UNDERGROUND.
 JS1724
 JS1724                          STATION RECOVERY (1964)
 JS1724
 JS1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0846 ***********************************************************************
 DC0846  DESIGNATION -  297 USN
 DC0846  PID         -  DC0846
 DC0846  STATE/COUNTY-  CA/SAN DIEGO
 DC0846  USGS QUAD   -  POINT LOMA (1994)
 DC0846
 DC0846                         *CURRENT SURVEY CONTROL
 DC0846  ___________________________________________________________________
 DC0846* NAD 83(1986)-  32 42 31.     (N)    117 11 34.     (W)     SCALED    
 DC0846* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 DC0846  ___________________________________________________________________
 DC0846  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DC0846  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0846
 DC0846.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0846
 DC0846.The horizontal coordinates were scaled from a topographic map and have
 DC0846.an estimated accuracy of +/- 6 seconds.
 DC0846
 DC0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0846.The vertical order pertains to the NGVD 29 superseded value.
 DC0846
 DC0846.The geoid height was determined by GEOID03.
 DC0846
 DC0846;                    North         East    Units  Estimated Accuracy
 DC0846;SPC CA 6     -   560,500.    1,911,610.      MT  (+/- 180 meters Scaled)
 DC0846
 DC0846                          SUPERSEDED SURVEY CONTROL
 DC0846
 DC0846  NGVD 29 (??/??/??)    6.972  (m)           22.87   (f) ADJUSTED    1 2
 DC0846
 DC0846.Superseded values are not recommended for survey control.
 DC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0846.See file dsdata.txt to determine how the superseded data were derived.
 DC0846
 DC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS819190(NAD 83)
 DC0846_MARKER: Z = SEE DESCRIPTION
 DC0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0846_SP_SET: CONCRETE CURB
 DC0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0846
 DC0846  HISTORY     - Date     Condition        Report By
 DC0846  HISTORY     - UNK      MONUMENTED       DOD
 DC0846  HISTORY     - 1955     GOOD             NGS
 DC0846  HISTORY     - 1962     GOOD             NGS
 DC0846
 DC0846                          STATION DESCRIPTION
 DC0846
 DC0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0846'AT SAN DIEGO NAVAL AIR STATION.
 DC0846'BM NO 297 EL 25.642
 DC0846'AT SAN DIEGO NAVAL AIR STATION, IN THE TOP OF THE SOUTHEAST
 DC0846'CONCRETE CURB AT INTERSECTION OF QUENTIN ROOSEVELT BOULEVARD
 DC0846'AND STOLTZ STREET, 23.9 FEET EAST OF THE CENTER LINE OF THE
 DC0846'BOULEVARD, 89.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DC0846'BUILDING 36, 0.3 FOOT SOUTHWEST OF A COPPER PLATE STAMPED B.M.
 DC0846'NO. 297 EL 25.642, AND ABOUT 1/2 FOOT HIGHER THAN THE BOULEVARD.
 DC0846
 DC0846                          STATION RECOVERY (1962)
 DC0846
 DC0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DC0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1636 ***********************************************************************
 GT1636  DESIGNATION -  297.276
 GT1636  PID         -  GT1636
 GT1636  STATE/COUNTY-  CA/FRESNO
 GT1636  USGS QUAD   -  FRESNO NORTH (1981)
 GT1636
 GT1636                         *CURRENT SURVEY CONTROL
 GT1636  ___________________________________________________________________
 GT1636* NAD 83(1986)-  36 48 18.     (N)    119 52 25.     (W)     SCALED    
 GT1636* NAVD 88     -        91.24   (+/-2cm)     299.3    (feet)  VERTCON   
 GT1636  ___________________________________________________________________
 GT1636  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 GT1636  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1636
 GT1636.The horizontal coordinates were scaled from a topographic map and have
 GT1636.an estimated accuracy of +/- 6 seconds.
 GT1636
 GT1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1636.The vertical order pertains to the NGVD 29 superseded value.
 GT1636
 GT1636.The geoid height was determined by GEOID03.
 GT1636
 GT1636;                    North         East    Units  Estimated Accuracy
 GT1636;SPC CA 4     -   663,650.    1,922,050.      MT  (+/- 180 meters Scaled)
 GT1636
 GT1636                          SUPERSEDED SURVEY CONTROL
 GT1636
 GT1636  NGVD 29 (??/??/92)   90.486  (m)          296.87   (f) ADJ UNCH    1 2
 GT1636
 GT1636.Superseded values are not recommended for survey control.
 GT1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1636.See file dsdata.txt to determine how the superseded data were derived.
 GT1636
 GT1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA436770(NAD 83)
 GT1636_MARKER: P = PIPE CAP
 GT1636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1636_STAMPING: 297.276 B 1902
 GT1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1636
 GT1636  HISTORY     - Date     Condition        Report By
 GT1636  HISTORY     - 1902     MONUMENTED       USGS
 GT1636  HISTORY     - 1953     GOOD             NGS
 GT1636
 GT1636                          STATION DESCRIPTION
 GT1636
 GT1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GT1636'6.7 MI NW FROM FRESNO.
 GT1636'6.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT1636'FROM THE STATION AT FRESNO, 0.3 MILE SOUTHEAST OF THE CROSSING
 GT1636'OF SHAW AVENUE AT HIGHWAY CITY, 0.2 MILE NORTHWEST OF MILEPOLE
 GT1636'199, 109 1/2 FEET SOUTH OF A 3-INCH IRON POST, 74 1/2 FEET
 GT1636'SOUTHWEST OF AND ACROSS THE TRACK FROM A WHISTLE POST, 76 1/2
 GT1636'FEET NORTHWEST OF A POWER LINE POLE, 46.4 FEET SOUTHWEST OF THE
 GT1636'SOUTHWEST RAIL, 42 1/2 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 GT1636'HIGHWAY 99, 1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET
 GT1636'LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 GT1636'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE DISK IS
 GT1636'UNEVEN, THE ROD WAS HELD ON AL OF THE WORD GEOLOGICAL DURING
 GT1636'THE 1953 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1466 ***********************************************************************
 FT1466  DESIGNATION -  2979 CAIRN
 FT1466  PID         -  FT1466
 FT1466  STATE/COUNTY-  CA/SAN BERNARDINO
 FT1466  USGS QUAD   -  SILURIAN HILLS (1983)
 FT1466
 FT1466                         *CURRENT SURVEY CONTROL
 FT1466  ___________________________________________________________________
 FT1466* NAD 83(1992)-  35 31 06.60812(N)    116 04 58.72251(W)     ADJUSTED  
 FT1466* NAVD 88     -              **(meters)            **(feet)            
 FT1466  ___________________________________________________________________
 FT1466  EPOCH DATE  -        1991.35
 FT1466  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 FT1466  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FT1466  HORZ ORDER  -  THIRD
 FT1466
 FT1466.The horizontal coordinates were established by classical geodetic methods
 FT1466.and adjusted by the National Geodetic Survey in June 1996.
 FT1466.The horizontal coordinates are valid at the epoch date displayed above.
 FT1466.The epoch date for horizontal control is a decimal equivalence
 FT1466.of Year/Month/Day.
 FT1466
 FT1466
 FT1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT1466
 FT1466.The geoid height was determined by GEOID03.
 FT1466
 FT1466;                    North         East     Units Scale Factor Converg.
 FT1466;SPC CA 5     -   725,570.000 2,173,881.797   MT  1.00001171   +1 05 33.8
 FT1466;SPC CA 5     - 2,380,474.24  7,132,143.86   sFT  1.00001171   +1 05 33.8
 FT1466;UTM  11      - 3,930,932.057   583,149.613   MT  0.99968520   +0 31 58.0
 FT1466
 FT1466                          SUPERSEDED SURVEY CONTROL
 FT1466
 FT1466  NAD 83(1992)-  35 31 06.60522(N)    116 04 58.72064(W) AD(1991.35) 4
 FT1466  NAD 83(1986)-  35 31 06.61333(N)    116 04 58.72256(W) AD(1984.00) 4
 FT1466  NAD 27      -  35 31 06.69500(N)    116 04 55.66400(W) AD(       ) 3
 FT1466
 FT1466.Superseded values are not recommended for survey control.
 FT1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1466.See file dsdata.txt to determine how the superseded data were derived.
 FT1466
 FT1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV8315030932(NAD 83)
 FT1466
 FT1466  HISTORY     - Date     Condition        Report By
 FT1466  HISTORY     - 1952     MONUMENTED       CGS
 FT1466
 FT1466                          STATION DESCRIPTION
 FT1466
 FT1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 FT1466'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTH NORTHEAST
 FT1466'OF BAKER, AND ABOUT 4-1/2 MILES EAST OF STATE HIGHWAY 127,
 FT1466'ON A LONE HILL ABOUT 1-1/2 MILES WEST OF THE SILURIAN HILLS.
 FT1466'
 FT1466'THE CAIRN IS ABOUT 6 FEET IN HEIGHT AND ABOUT 3-1/2 FEET IN
 FT1466'DIAMETER AT ITS BASE, AND IS ON THE HIGHEST PART OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6348 ***********************************************************************
 DH6348  DESIGNATION -  299 HUM 10.36
 DH6348  PID         -  DH6348
 DH6348  STATE/COUNTY-  CA/HUMBOLDT
 DH6348  USGS QUAD   -  BLUE LAKE (1979)
 DH6348
 DH6348                         *CURRENT SURVEY CONTROL
 DH6348  ___________________________________________________________________
 DH6348* NAD 83(2007)-  40 54 15.01707(N)    123 55 00.42423(W)     ADJUSTED  
 DH6348* NAVD 88     -       192.5    (meters)     632.     (feet)  GPS OBS   
 DH6348  ___________________________________________________________________
 DH6348  EPOCH DATE  -        2007.00
 DH6348  X           -  -2,693,793.947 (meters)                     COMP
 DH6348  Y           -  -4,006,252.653 (meters)                     COMP
 DH6348  Z           -   4,154,492.630 (meters)                     COMP
 DH6348  LAPLACE CORR-          10.61  (seconds)                    DEFLEC99
 DH6348  ELLIP HEIGHT-         163.290 (meters)          (02/10/07) ADJUSTED
 DH6348  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH6348
 DH6348  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6348  Type    PID    Designation                      North   East  Ellip
 DH6348  -------------------------------------------------------------------
 DH6348  NETWORK DH6348 299 HUM 10.36                     2.14   1.82   4.43
 DH6348  -------------------------------------------------------------------
 DH6348
 DH6348.The horizontal coordinates were established by GPS observations
 DH6348.and adjusted by the National Geodetic Survey in February 2007.
 DH6348
 DH6348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6348.The horizontal coordinates are valid at the epoch date displayed above.
 DH6348.The epoch date for horizontal control is a decimal equivalence
 DH6348.of Year/Month/Day.
 DH6348
 DH6348.The orthometric height was determined by GPS observations and a
 DH6348.high-resolution geoid model.
 DH6348
 DH6348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6348
 DH6348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6348
 DH6348.The ellipsoidal height was determined by GPS observations
 DH6348.and is referenced to NAD 83.
 DH6348
 DH6348.The geoid height was determined by GEOID03.
 DH6348
 DH6348;                    North         East     Units Scale Factor Converg.
 DH6348;SPC CA 1     -   676,187.762 1,838,527.413   MT  0.99989536   -1 15 12.1
 DH6348;SPC CA 1     - 2,218,459.35  6,031,902.02   sFT  0.99989536   -1 15 12.1
 DH6348;UTM  10      - 4,528,523.790   422,784.979   MT  0.99967338   -0 36 01.2
 DH6348
 DH6348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6348!SPC CA 1     -   0.99997439  x   0.99989536  =   0.99986975
 DH6348!UTM  10      -   0.99997439  x   0.99967338  =   0.99964778
 DH6348
 DH6348                          SUPERSEDED SURVEY CONTROL
 DH6348
 DH6348  NAD 83(1998)-  40 54 15.01524(N)    123 55 00.42535(W) AD(2004.69) B
 DH6348  ELLIP H (09/28/05)  163.317  (m)                       GP(       ) 4 1
 DH6348
 DH6348.Superseded values are not recommended for survey control.
 DH6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6348.See file dsdata.txt to determine how the superseded data were derived.
 DH6348
 DH6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL2278528524(NAD 83)
 DH6348_MARKER: DD = SURVEY DISK
 DH6348_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6348_STAMPING: 299-HUM-10.36
 DH6348_MARK LOGO: CSRC  
 DH6348_PROJECTION: RECESSED 3 CENTIMETERS
 DH6348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6348+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6348_ROD/PIPE-DEPTH: 3.7  meters
 DH6348
 DH6348  HISTORY     - Date     Condition        Report By
 DH6348  HISTORY     - 20040901 MONUMENTED       CADT
 DH6348
 DH6348                          STATION DESCRIPTION
 DH6348
 DH6348'DESCRIBED BY CALTRANS 2004 (REB)
 DH6348'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4 MI) NORTHEASTERLY OF
 DH6348'BLUE LAKE.
 DH6348' 
 DH6348'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 299,
 DH6348'PROCEED EAST ON  HIGHWAY 299 A DISTANCE OF 16.8 KM (10.4 MILES) TO A
 DH6348'GRAVEL TURN OUT AT POST MILE MARKER  10.36 AND THE STATION ON THE
 DH6348'LEFT.
 DH6348' 
 DH6348'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6348'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.7 M EAST OF A ORANGE
 DH6348'CARSONITE POST, 11.1 M SOUTHWEST FROM  THE SOUTHWEST CORNER OF DRAIN
 DH6348'INLET,  11.0 M FROM THE EDGE OF PAVEMENT AND 12 M   SOUTHERLY OF A
 DH6348'DRAIN INLET LOCATED AT POST MILE 10.36.
 DH6348' 
 DH6348'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6348'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6348'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6348'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6348'EUREKA.
 DH6348' 
 DH6348'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6348'MODERNIZATION SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6347 ***********************************************************************
 DH6347  DESIGNATION -  299 HUM 16.48
 DH6347  PID         -  DH6347
 DH6347  STATE/COUNTY-  CA/HUMBOLDT
 DH6347  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 DH6347
 DH6347                         *CURRENT SURVEY CONTROL
 DH6347  ___________________________________________________________________
 DH6347* NAD 83(2007)-  40 56 20.42324(N)    123 52 09.56679(W)     ADJUSTED  
 DH6347* NAVD 88     -       635.3    (meters)    2084.     (feet)  GPS OBS   
 DH6347  ___________________________________________________________________
 DH6347  EPOCH DATE  -        2007.00
 DH6347  X           -  -2,689,248.811 (meters)                     COMP
 DH6347  Y           -  -4,006,656.552 (meters)                     COMP
 DH6347  Z           -   4,157,706.141 (meters)                     COMP
 DH6347  LAPLACE CORR-          11.12  (seconds)                    DEFLEC99
 DH6347  ELLIP HEIGHT-         606.415 (meters)          (02/10/07) ADJUSTED
 DH6347  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DH6347
 DH6347  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6347  Type    PID    Designation                      North   East  Ellip
 DH6347  -------------------------------------------------------------------
 DH6347  NETWORK DH6347 299 HUM 16.48                     2.31   1.88   4.41
 DH6347  -------------------------------------------------------------------
 DH6347
 DH6347.The horizontal coordinates were established by GPS observations
 DH6347.and adjusted by the National Geodetic Survey in February 2007.
 DH6347
 DH6347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6347.The horizontal coordinates are valid at the epoch date displayed above.
 DH6347.The epoch date for horizontal control is a decimal equivalence
 DH6347.of Year/Month/Day.
 DH6347
 DH6347.The orthometric height was determined by GPS observations and a
 DH6347.high-resolution geoid model.
 DH6347
 DH6347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6347
 DH6347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6347
 DH6347.The ellipsoidal height was determined by GPS observations
 DH6347.and is referenced to NAD 83.
 DH6347
 DH6347.The geoid height was determined by GEOID03.
 DH6347
 DH6347;                    North         East     Units Scale Factor Converg.
 DH6347;SPC CA 1     -   679,968.616 1,842,607.443   MT  0.99989628   -1 13 20.4
 DH6347;SPC CA 1     - 2,230,863.70  6,045,287.92   sFT  0.99989628   -1 13 20.4
 DH6347;UTM  10      - 4,532,350.021   426,820.753   MT  0.99966591   -0 34 10.8
 DH6347
 DH6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6347!SPC CA 1     -   0.99990489  x   0.99989628  =   0.99980118
 DH6347!UTM  10      -   0.99990489  x   0.99966591  =   0.99957083
 DH6347
 DH6347                          SUPERSEDED SURVEY CONTROL
 DH6347
 DH6347  NAD 83(1998)-  40 56 20.42145(N)    123 52 09.56809(W) AD(2004.69) B
 DH6347  ELLIP H (09/28/05)  606.448  (m)                       GP(       ) 4 1
 DH6347
 DH6347.Superseded values are not recommended for survey control.
 DH6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6347.See file dsdata.txt to determine how the superseded data were derived.
 DH6347
 DH6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL2682132350(NAD 83)
 DH6347_MARKER: DD = SURVEY DISK
 DH6347_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6347_STAMPING: 299-HUM-16.48
 DH6347_MARK LOGO: CSRC  
 DH6347_PROJECTION: RECESSED 4 CENTIMETERS
 DH6347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6347+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6347_ROD/PIPE-DEPTH: 8.2  meters
 DH6347
 DH6347  HISTORY     - Date     Condition        Report By
 DH6347  HISTORY     - 20040901 MONUMENTED       CADT
 DH6347
 DH6347                          STATION DESCRIPTION
 DH6347
 DH6347'DESCRIBED BY CALTRANS 2004 (REB)
 DH6347'THE STATION IS LOCATED APPROXIMATELY 16.9 KM (10.5 MI) NORTHEASTERLY
 DH6347'OF BLUE LAKE AND 26.4  KM (16.4 MI) FROM THE INTERSECTION OF U.S.
 DH6347'HIGHWAY 101 AND 299.
 DH6347' 
 DH6347'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 299,
 DH6347'PROCEED EAST ON  HIGHWAY 299 A DISTANCE OF 26.4 KM (16.4 MILES) TO A
 DH6347'GRAVEL TURN OUT AT POST MILE MARKER  16.43 AND THE STATION ON THE
 DH6347'LEFT.
 DH6347' 
 DH6347'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6347'SET IN CONCRETE  FLUSH WITH THE GROUND. 5.7 M FROM THE EDGE OF
 DH6347'PAVEMENT, 6.3 M EASTERLY OF THE END OF A  METAL BEAM GUARD RAIL, AND
 DH6347'15.4 M  NORTHWESTERLY OF A DOUBLE POST SIGN WITH MILEAGE TO  EUREKA,
 DH6347'HIGHWAY 101 AND BLUE LAKE.
 DH6347' 
 DH6347'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6347'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6347'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6347'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6347'EUREKA.
 DH6347' 
 DH6347'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6347'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6349 ***********************************************************************
 DH6349  DESIGNATION -  299 HUM 21.08
 DH6349  PID         -  DH6349
 DH6349  STATE/COUNTY-  CA/HUMBOLDT
 DH6349  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 DH6349
 DH6349                         *CURRENT SURVEY CONTROL
 DH6349  ___________________________________________________________________
 DH6349* NAD 83(2007)-  40 54 28.68885(N)    123 49 38.61139(W)     ADJUSTED  
 DH6349* NAVD 88     -       406.1    (meters)    1332.     (feet)  GPS OBS   
 DH6349  ___________________________________________________________________
 DH6349  EPOCH DATE  -        2007.00
 DH6349  X           -  -2,687,476.460 (meters)                     COMP
 DH6349  Y           -  -4,010,355.579 (meters)                     COMP
 DH6349  Z           -   4,154,951.559 (meters)                     COMP
 DH6349  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 DH6349  ELLIP HEIGHT-         377.345 (meters)          (02/10/07) ADJUSTED
 DH6349  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DH6349
 DH6349  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6349  Type    PID    Designation                      North   East  Ellip
 DH6349  -------------------------------------------------------------------
 DH6349  NETWORK DH6349 299 HUM 21.08                     2.25   1.76   4.00
 DH6349  -------------------------------------------------------------------
 DH6349
 DH6349.The horizontal coordinates were established by GPS observations
 DH6349.and adjusted by the National Geodetic Survey in February 2007.
 DH6349
 DH6349.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6349.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6349.The horizontal coordinates are valid at the epoch date displayed above.
 DH6349.The epoch date for horizontal control is a decimal equivalence
 DH6349.of Year/Month/Day.
 DH6349
 DH6349.The orthometric height was determined by GPS observations and a
 DH6349.high-resolution geoid model.
 DH6349
 DH6349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6349
 DH6349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6349
 DH6349.The ellipsoidal height was determined by GPS observations
 DH6349.and is referenced to NAD 83.
 DH6349
 DH6349.The geoid height was determined by GEOID03.
 DH6349
 DH6349;                    North         East     Units Scale Factor Converg.
 DH6349;SPC CA 1     -   676,448.479 1,846,065.633   MT  0.99989544   -1 11 41.7
 DH6349;SPC CA 1     - 2,219,314.72  6,056,633.66   sFT  0.99989544   -1 11 41.7
 DH6349;UTM  10      - 4,528,870.328   430,318.013   MT  0.99965976   -0 32 30.6
 DH6349
 DH6349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6349!SPC CA 1     -   0.99994081  x   0.99989544  =   0.99983626
 DH6349!UTM  10      -   0.99994081  x   0.99965976  =   0.99960059
 DH6349
 DH6349                          SUPERSEDED SURVEY CONTROL
 DH6349
 DH6349  NAD 83(1998)-  40 54 28.68694(N)    123 49 38.61289(W) AD(2004.69) B
 DH6349  ELLIP H (09/28/05)  377.385  (m)                       GP(       ) 4 1
 DH6349
 DH6349.Superseded values are not recommended for survey control.
 DH6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6349.See file dsdata.txt to determine how the superseded data were derived.
 DH6349
 DH6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL3031828870(NAD 83)
 DH6349_MARKER: DD = SURVEY DISK
 DH6349_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6349_STAMPING: 299-HUM-21.08
 DH6349_MARK LOGO: CSRC  
 DH6349_PROJECTION: RECESSED 5 CENTIMETERS
 DH6349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6349+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6349_ROD/PIPE-DEPTH: 5.5  meters
 DH6349
 DH6349  HISTORY     - Date     Condition        Report By
 DH6349  HISTORY     - 20040901 MONUMENTED       CADT
 DH6349
 DH6349                          STATION DESCRIPTION
 DH6349
 DH6349'DESCRIBED BY CALTRANS 2004 (REB)
 DH6349'THE STATION IS LOCATED APPROXIMATELY 23 KM (14.2 MI) EAST OF BLUE LAKE
 DH6349'AND 34.0 KM (21.1 MI)  FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND
 DH6349'299.
 DH6349' 
 DH6349'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 299,
 DH6349'PROCEED EAST ON  HIGHWAY 299 A DISTANCE OF 22.9 KM (14.2 MI) TO A
 DH6349'LARGE GRAVEL TURN OUT AT POST MILE MARKER  21.08  AND THE STATION ON
 DH6349'THE LEFT.
 DH6349' 
 DH6349'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6349'SET IN CONCRETE  FLUSH WITH THE GROUND. 23.1 M FROM THE EDGE OF
 DH6349'PAVEMENT, 41.0 M  NORTHEASTERLY OF POST  MILE MARKER 21.08, AND 47.2 M
 DH6349'SOUTHWESTERLY OF CALL BOX 299-211.
 DH6349' 
 DH6349'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6349'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6349'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6349'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6349'EUREKA.
 DH6349' 
 DH6349'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6349'MODERNIZATION SURVEY  OF 2004.  THE STATION IS LOCATED WITHIN
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6346 ***********************************************************************
 DH6346  DESIGNATION -  299 HUM 4.25
 DH6346  PID         -  DH6346
 DH6346  STATE/COUNTY-  CA/HUMBOLDT
 DH6346  USGS QUAD   -  ARCATA NORTH (1972)
 DH6346
 DH6346                         *CURRENT SURVEY CONTROL
 DH6346  ___________________________________________________________________
 DH6346* NAD 83(2007)-  40 53 47.67736(N)    124 01 02.01341(W)     ADJUSTED  
 DH6346* NAVD 88     -        21.6    (meters)      71.     (feet)  GPS OBS   
 DH6346  ___________________________________________________________________
 DH6346  EPOCH DATE  -        2007.00
 DH6346  X           -  -2,701,049.307 (meters)                     COMP
 DH6346  Y           -  -4,001,874.448 (meters)                     COMP
 DH6346  Z           -   4,153,742.877 (meters)                     COMP
 DH6346  LAPLACE CORR-          10.29  (seconds)                    DEFLEC99
 DH6346  ELLIP HEIGHT-          -8.204 (meters)          (02/10/07) ADJUSTED
 DH6346  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DH6346
 DH6346  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6346  Type    PID    Designation                      North   East  Ellip
 DH6346  -------------------------------------------------------------------
 DH6346  NETWORK DH6346 299 HUM 4.25                      1.31   1.23   3.31
 DH6346  -------------------------------------------------------------------
 DH6346
 DH6346.The horizontal coordinates were established by GPS observations
 DH6346.and adjusted by the National Geodetic Survey in February 2007.
 DH6346
 DH6346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6346.The horizontal coordinates are valid at the epoch date displayed above.
 DH6346.The epoch date for horizontal control is a decimal equivalence
 DH6346.of Year/Month/Day.
 DH6346
 DH6346.The orthometric height was determined by GPS observations and a
 DH6346.high-resolution geoid model.
 DH6346
 DH6346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6346
 DH6346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6346
 DH6346.The ellipsoidal height was determined by GPS observations
 DH6346.and is referenced to NAD 83.
 DH6346
 DH6346.The geoid height was determined by GEOID03.
 DH6346
 DH6346;                    North         East     Units Scale Factor Converg.
 DH6346;SPC CA 1     -   675,534.646 1,830,048.132   MT  0.99989521   -1 19 08.5
 DH6346;SPC CA 1     - 2,216,316.58  6,004,082.91   sFT  0.99989521   -1 19 08.5
 DH6346;UTM  10      - 4,527,774.238   414,315.503   MT  0.99969036   -0 39 57.6
 DH6346
 DH6346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6346!SPC CA 1     -   1.00000129  x   0.99989521  =   0.99989650
 DH6346!UTM  10      -   1.00000129  x   0.99969036  =   0.99969165
 DH6346
 DH6346                          SUPERSEDED SURVEY CONTROL
 DH6346
 DH6346  NAD 83(1998)-  40 53 47.67586(N)    124 01 02.01424(W) AD(2004.69) B
 DH6346  ELLIP H (09/28/05)   -8.199  (m)                       GP(       ) 4 1
 DH6346
 DH6346.Superseded values are not recommended for survey control.
 DH6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6346.See file dsdata.txt to determine how the superseded data were derived.
 DH6346
 DH6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1431627774(NAD 83)
 DH6346_MARKER: DD = SURVEY DISK
 DH6346_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6346_STAMPING: 299-HUM-4.25
 DH6346_MARK LOGO: CSRC  
 DH6346_PROJECTION: RECESSED 5 CENTIMETERS
 DH6346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6346+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6346_ROD/PIPE-DEPTH: 6.7  meters
 DH6346
 DH6346  HISTORY     - Date     Condition        Report By
 DH6346  HISTORY     - 20040901 MONUMENTED       CADT
 DH6346
 DH6346                          STATION DESCRIPTION
 DH6346
 DH6346'DESCRIBED BY CALTRANS 2004 (REB)
 DH6346'THE STATION IS LOCATED APPROXIMATELY 2.4 KM (1.5 MILES) WEST OF BLUE
 DH6346'LAKE AND 6.8 KM (4.25  MI) FROM THE INTERSECTION OF U.S. HIGHWAY 101
 DH6346'AND 299.
 DH6346' 
 DH6346'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 101 AND 299,
 DH6346'PROCEED EAST ON  HIGHWAY 299 A DISTANCE OF 8.5 KM (5.3 MILES) TAKE
 DH6346'EXIT 'BLUE LAKE / GLENDALE DRIVE', TURN LEFT  AT THE STOP SIGN AND
 DH6346'PROCEED UNDER THE HIGHWAY AND TURN LEFT ONTO THE WESTBOUND  HIGHWAY
 DH6346'299 ON RAMP. PROCEED 1.9 KM (1.2 MILES) TO THE STATION ON THE RIGHT.
 DH6346' 
 DH6346'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6346'SET IN CONCRETE  FLUSH WITH THE GROUND, 12.0 M FROM THE EDGE OF
 DH6346'PAVEMENT, 1.8 M SOUTH OF  FENCELINE, AND 52.7 M  FROM THE NORTHEAST
 DH6346'CORNER OF MILL CREEK BRIDGE (NO 4-188)  LOCATED AT POST MILE 4.22.
 DH6346' 
 DH6346'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6346'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6346'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6346'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6346'EUREKA.
 DH6346' 
 DH6346'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6346'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6351 ***********************************************************************
 DH6351  DESIGNATION -  299 HUM 42.92
 DH6351  PID         -  DH6351
 DH6351  STATE/COUNTY-  CA/HUMBOLDT
 DH6351  USGS QUAD   -  SALYER (1979)
 DH6351
 DH6351                         *CURRENT SURVEY CONTROL
 DH6351  ___________________________________________________________________
 DH6351* NAD 83(2007)-  40 53 15.88891(N)    123 36 11.10981(W)     ADJUSTED  
 DH6351* NAVD 88     -       184.9    (meters)     607.     (feet)  GPS OBS   
 DH6351  ___________________________________________________________________
 DH6351  EPOCH DATE  -        2007.00
 DH6351  X           -  -2,672,477.408 (meters)                     COMP
 DH6351  Y           -  -4,021,931.865 (meters)                     COMP
 DH6351  Z           -   4,153,109.711 (meters)                     COMP
 DH6351  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 DH6351  ELLIP HEIGHT-         156.958 (meters)          (02/10/07) ADJUSTED
 DH6351  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DH6351
 DH6351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6351  Type    PID    Designation                      North   East  Ellip
 DH6351  -------------------------------------------------------------------
 DH6351  NETWORK DH6351 299 HUM 42.92                     1.51   1.59   3.31
 DH6351  -------------------------------------------------------------------
 DH6351
 DH6351.The horizontal coordinates were established by GPS observations
 DH6351.and adjusted by the National Geodetic Survey in February 2007.
 DH6351
 DH6351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6351.The horizontal coordinates are valid at the epoch date displayed above.
 DH6351.The epoch date for horizontal control is a decimal equivalence
 DH6351.of Year/Month/Day.
 DH6351
 DH6351.The orthometric height was determined by GPS observations and a
 DH6351.high-resolution geoid model.
 DH6351
 DH6351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6351
 DH6351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6351
 DH6351.The ellipsoidal height was determined by GPS observations
 DH6351.and is referenced to NAD 83.
 DH6351
 DH6351.The geoid height was determined by GEOID03.
 DH6351
 DH6351;                    North         East     Units Scale Factor Converg.
 DH6351;SPC CA 1     -   673,833.503 1,864,917.204   MT  0.99989506   -1 02 53.6
 DH6351;SPC CA 1     - 2,210,735.42  6,118,482.53   sFT  0.99989506   -1 02 53.6
 DH6351;UTM  10      - 4,526,471.059   449,193.449   MT  0.99963177   -0 23 41.2
 DH6351
 DH6351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6351!SPC CA 1     -   0.99997538  x   0.99989506  =   0.99987044
 DH6351!UTM  10      -   0.99997538  x   0.99963177  =   0.99960716
 DH6351
 DH6351                          SUPERSEDED SURVEY CONTROL
 DH6351
 DH6351  NAD 83(1998)-  40 53 15.88728(N)    123 36 11.11056(W) AD(2004.69) B
 DH6351  ELLIP H (09/28/05)  156.981  (m)                       GP(       ) 4 1
 DH6351
 DH6351.Superseded values are not recommended for survey control.
 DH6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6351.See file dsdata.txt to determine how the superseded data were derived.
 DH6351
 DH6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL4919326471(NAD 83)
 DH6351_MARKER: DD = SURVEY DISK
 DH6351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6351_STAMPING: 299 HUM 42.92 2004
 DH6351_MARK LOGO: CSRC  
 DH6351_PROJECTION: FLUSH
 DH6351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH6351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6351+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DH6351_ROD/PIPE-DEPTH: 4.0  meters
 DH6351
 DH6351  HISTORY     - Date     Condition        Report By
 DH6351  HISTORY     - 20040727 MONUMENTED       CADT
 DH6351
 DH6351                          STATION DESCRIPTION
 DH6351
 DH6351'DESCRIBED BY CALTRANS 2004 (REB)
 DH6351'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 IN HUMBOLDT
 DH6351'COUNTY AT  POSTMILE 42.92 ABOUT 6 KM EASTERLY OF WILLOW CREEK AND 2 KM
 DH6351'WESTERLY OF SAWYER.  TO  REACH THE STATION FROM THE INTERSECTION OF
 DH6351'HIGHWAY 299 AND HIGHWAY 96 IN WILLOW CREEK  GO EASTERLY ON HIGHWAY 299
 DH6351'6.47 KM TO FRIDAY RIDGE ROAD ON THE RIGHT.  CONTINUE EAST ON  HIGHWAY
 DH6351'299 0.11 KM TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK
 DH6351'ENCASED IN  PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE
 DH6351'GROUND. 0.8 M NORTH OF AN  ORANGE CARSONITE WITNESS POST, 1.0 M WEST
 DH6351'OF A WHITE CARSONITE POST WITH AMBER  REFECTOR, 0.8 M NORTH OF THE
 DH6351'SOUTH RIGHT OF WAY FENCE, 4.4 M NORTHEAST OF AND ANGLE  POST IN THE
 DH6351'SOUTH RIGHT OF WAY FENCE, 14.2 M SOUTH OF THE YELLOW STRIPE OF HIGHWAY
 DH6351'299,  AND 42.5 M EAST OF A TELEPHONE POLE.
 DH6351' 
 DH6351'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6351'HEIGHT MODERNIZATION  PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6555 ***********************************************************************
 DH6555  DESIGNATION -  299 LAS 0.01
 DH6555  PID         -  DH6555
 DH6555  STATE/COUNTY-  CA/LASSEN
 DH6555  USGS QUAD   -  PITTVILLE (1995)
 DH6555
 DH6555                         *CURRENT SURVEY CONTROL
 DH6555  ___________________________________________________________________
 DH6555* NAD 83(2007)-  41 04 23.75614(N)    121 19 52.21570(W)     ADJUSTED  
 DH6555* NAVD 88     -      1013.1    (meters)    3324.     (feet)  GPS OBS   
 DH6555  ___________________________________________________________________
 DH6555  EPOCH DATE  -        2007.00
 DH6555  X           -  -2,504,239.681 (meters)                     COMP
 DH6555  Y           -  -4,113,707.427 (meters)                     COMP
 DH6555  Z           -   4,169,210.323 (meters)                     COMP
 DH6555  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 DH6555  ELLIP HEIGHT-         989.090 (meters)          (02/10/07) ADJUSTED
 DH6555  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 DH6555
 DH6555  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6555  Type    PID    Designation                      North   East  Ellip
 DH6555  -------------------------------------------------------------------
 DH6555  NETWORK DH6555 299 LAS 0.01                      1.51   1.37   2.78
 DH6555  -------------------------------------------------------------------
 DH6555
 DH6555.The horizontal coordinates were established by GPS observations
 DH6555.and adjusted by the National Geodetic Survey in February 2007.
 DH6555
 DH6555.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6555.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6555.The horizontal coordinates are valid at the epoch date displayed above.
 DH6555.The epoch date for horizontal control is a decimal equivalence
 DH6555.of Year/Month/Day.
 DH6555
 DH6555.The orthometric height was determined by GPS observations and a
 DH6555.high-resolution geoid model.
 DH6555
 DH6555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6555
 DH6555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6555
 DH6555.The ellipsoidal height was determined by GPS observations
 DH6555.and is referenced to NAD 83.
 DH6555
 DH6555.The geoid height was determined by GEOID03.
 DH6555
 DH6555;                    North         East     Units Scale Factor Converg.
 DH6555;SPC CA 1     -   693,412.701 2,056,203.708   MT  0.99990325   +0 26 14.4
 DH6555;SPC CA 1     - 2,274,971.50  6,746,061.67   sFT  0.99990325   +0 26 14.4
 DH6555;UTM  10      - 4,548,231.970   640,198.291   MT  0.99984191   +1 05 47.9
 DH6555
 DH6555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6555!SPC CA 1     -   0.99984488  x   0.99990325  =   0.99974814
 DH6555!UTM  10      -   0.99984488  x   0.99984191  =   0.99968681
 DH6555
 DH6555                          SUPERSEDED SURVEY CONTROL
 DH6555
 DH6555  NAD 83(1998)-  41 04 23.75538(N)    121 19 52.21468(W) AD(2004.69) B
 DH6555  ELLIP H (09/28/05)  989.092  (m)                       GP(       ) 4 1
 DH6555
 DH6555.Superseded values are not recommended for survey control.
 DH6555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6555.See file dsdata.txt to determine how the superseded data were derived.
 DH6555
 DH6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL4019848232(NAD 83)
 DH6555_MARKER: DD = SURVEY DISK
 DH6555_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6555_STAMPING: 299 LAS 0.01 2004
 DH6555_MARK LOGO: CSRC  
 DH6555_PROJECTION: FLUSH
 DH6555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6555+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 DH6555_ROD/PIPE-DEPTH: 8.8  meters
 DH6555
 DH6555  HISTORY     - Date     Condition        Report By
 DH6555  HISTORY     - 20040802 MONUMENTED       CADT
 DH6555
 DH6555                          STATION DESCRIPTION
 DH6555
 DH6555'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6555'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 0.01
 DH6555'ABOUT 6.3 KM  EASTERLY OF MCARTHUR AND 19.2 KM WESTERLY OF NUBIEBER.
 DH6555'TO REACH THE STATION FROM THE  INTERSECTION OF HIGHWAY 299 AND
 DH6555'PITTVILLE ROAD (2 KM EASTERLY OF MCATHUR) GO EASTERLY  ON HIGHWAY 299
 DH6555'4.15 KM TO THE SHASTA/LASSEN COUNTY LINE.  CONTINUE EASTERLY ON
 DH6555'HIGHWAY  299 0.02 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DH6555'SURVEY DISK ENCASED IN PVC PIPE  WITH ACCESS COVER SET IN CONCRETE
 DH6555'FLUSH WITH THE GROUND 0.8 M SOUTH OF AN ORANGE  CARSONITE WITNESS
 DH6555'POST, 1.0 M EAST OF A WHITE CARSONITE POST WITH AMBER REFECTOR, 0.9 M
 DH6555'SOUTH OF THE NORTH RIGHT OF WAY FENCE, 23 M EAST OF PITTVILLE TOTTEN
 DH6555'ROAD, AND 23.5 M  NORTH OF THE YELLOW STRIPE OF HIGHWAY 299.
 DH6555' 
 DH6555'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6555'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6089 ***********************************************************************
 DH6089  DESIGNATION -  299 LAS 21.27
 DH6089  PID         -  DH6089
 DH6089  STATE/COUNTY-  CA/LASSEN
 DH6089  USGS QUAD   -  BIG SWAMP (1993)
 DH6089
 DH6089                         *CURRENT SURVEY CONTROL
 DH6089  ___________________________________________________________________
 DH6089* NAD 83(2007)-  41 09 15.51922(N)    121 01 23.20929(W)     ADJUSTED  
 DH6089* NAVD 88     -      1275.4    (meters)    4184.     (feet)  GPS OBS   
 DH6089  ___________________________________________________________________
 DH6089  EPOCH DATE  -        2007.00
 DH6089  X           -  -2,479,137.135 (meters)                     COMP
 DH6089  Y           -  -4,122,209.360 (meters)                     COMP
 DH6089  Z           -   4,176,165.568 (meters)                     COMP
 DH6089  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 DH6089  ELLIP HEIGHT-        1252.142 (meters)          (02/10/07) ADJUSTED
 DH6089  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DH6089
 DH6089  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6089  Type    PID    Designation                      North   East  Ellip
 DH6089  -------------------------------------------------------------------
 DH6089  NETWORK DH6089 299 LAS 21.27                     1.22   1.35   2.67
 DH6089  -------------------------------------------------------------------
 DH6089
 DH6089.The horizontal coordinates were established by GPS observations
 DH6089.and adjusted by the National Geodetic Survey in February 2007.
 DH6089
 DH6089.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6089.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6089.The horizontal coordinates are valid at the epoch date displayed above.
 DH6089.The epoch date for horizontal control is a decimal equivalence
 DH6089.of Year/Month/Day.
 DH6089
 DH6089.The orthometric height was determined by GPS observations and a
 DH6089.high-resolution geoid model.
 DH6089
 DH6089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6089
 DH6089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6089
 DH6089.The ellipsoidal height was determined by GPS observations
 DH6089.and is referenced to NAD 83.
 DH6089
 DH6089.The geoid height was determined by GEOID03.
 DH6089
 DH6089;                    North         East     Units Scale Factor Converg.
 DH6089;SPC CA 1     -   702,654.974 2,081,989.455   MT  0.99991012   +0 38 19.6
 DH6089;SPC CA 1     - 2,305,293.86  6,830,660.40   sFT  0.99991012   +0 38 19.6
 DH6089;UTM  10      - 4,557,770.863   665,875.274   MT  0.99993864   +1 18 04.5
 DH6089
 DH6089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6089!SPC CA 1     -   0.99980363  x   0.99991012  =   0.99971377
 DH6089!UTM  10      -   0.99980363  x   0.99993864  =   0.99974228
 DH6089
 DH6089                          SUPERSEDED SURVEY CONTROL
 DH6089
 DH6089  NAD 83(1998)-  41 09 15.51842(N)    121 01 23.20882(W) AD(2004.69) A
 DH6089  ELLIP H (09/13/05) 1252.152  (m)                       GP(2004.69) 4 1
 DH6089
 DH6089.Superseded values are not recommended for survey control.
 DH6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6089.See file dsdata.txt to determine how the superseded data were derived.
 DH6089
 DH6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL6587557771(NAD 83)
 DH6089_MARKER: DD = SURVEY DISK
 DH6089_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6089_STAMPING: 299 LAS 21.27 2004
 DH6089_MARK LOGO: CSRC  
 DH6089_PROJECTION: FLUSH
 DH6089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6089+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6089_ROD/PIPE-DEPTH: 4.3  meters
 DH6089
 DH6089  HISTORY     - Date     Condition        Report By
 DH6089  HISTORY     - 20040802 MONUMENTED       CADT
 DH6089  HISTORY     - 20041005 GOOD             CADT
 DH6089
 DH6089                          STATION DESCRIPTION
 DH6089
 DH6089'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6089'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 27.21 ABOUT
 DH6089'9.6 KM EASTERLY  OF BIEBER AND 9.9 KM SOUTHWESTERLY OF ADIN.  TO REACH
 DH6089'THE STATION FROM THE INTERSECTION  OF HIGHWAY 299 AND THE
 DH6089'BIEBER/LOOKOUT ROAD GO EASTERLY ON HIGHWAY 299 0.9 KM TO  AIRPORT ROAD
 DH6089'LEFT (SOUTHARD FIELD).  CONTINUE EASTERLY ON HIGHWAY 299 9.0 KM TO
 DH6089'STATION  ON THE LEFT.  THE STATION IS A SURVEY DISK ENCASED IN PVC
 DH6089'PIPE WITH ACCESS COVER SET IN  CONCRETE FLUSH WITH THE GROUND 1.3 M
 DH6089'EAST OF A WHITE CARSONITE POST WITH AMBER  REFLECTOR, 2.2 M SOUTH OF
 DH6089'THE NORTH RIGHT OF WAY FENCE, 15.9 M NORTH OF THE YELLOW  STRIPE OF
 DH6089'HIGHWAY 299, 27.3 M WEST-NORTHWEST OF THE NORTH END OF A 30 CM CULVERT
 DH6089'WITH  A CONCRETE HEADWALL, 47.5 M NORTHEAST OF A POWER POLE WITH
 DH6089'TRANSFORMERS, AND 63.5 M  NORTHWEST OF A POWER POLE.
 DH6089' 
 DH6089'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6089'HEIGHT  MODERNIZATION PROJECT.
 DH6089
 DH6089                          STATION RECOVERY (2004)
 DH6089
 DH6089'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6089'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS A PART OF
 DH6089'THE CALTRANS NORTH REGION HEIGHT MODERNIZATION  PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6556 ***********************************************************************
 DH6556  DESIGNATION -  299 MOD 12.75
 DH6556  PID         -  DH6556
 DH6556  STATE/COUNTY-  CA/MODOC
 DH6556  USGS QUAD   -  ADIN PASS (1993)
 DH6556
 DH6556                         *CURRENT SURVEY CONTROL
 DH6556  ___________________________________________________________________
 DH6556* NAD 83(2007)-  41 20 46.62073(N)    120 55 21.20891(W)     ADJUSTED  
 DH6556* NAVD 88     -      1580.5    (meters)    5185.     (feet)  GPS OBS   
 DH6556  ___________________________________________________________________
 DH6556  EPOCH DATE  -        2007.00
 DH6556  X           -  -2,464,791.441 (meters)                     COMP
 DH6556  Y           -  -4,114,689.152 (meters)                     COMP
 DH6556  Z           -   4,192,400.077 (meters)                     COMP
 DH6556  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 DH6556  ELLIP HEIGHT-        1557.964 (meters)          (02/10/07) ADJUSTED
 DH6556  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DH6556
 DH6556  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6556  Type    PID    Designation                      North   East  Ellip
 DH6556  -------------------------------------------------------------------
 DH6556  NETWORK DH6556 299 MOD 12.75                     1.39   1.41   2.90
 DH6556  -------------------------------------------------------------------
 DH6556
 DH6556.The horizontal coordinates were established by GPS observations
 DH6556.and adjusted by the National Geodetic Survey in February 2007.
 DH6556
 DH6556.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6556.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6556.The horizontal coordinates are valid at the epoch date displayed above.
 DH6556.The epoch date for horizontal control is a decimal equivalence
 DH6556.of Year/Month/Day.
 DH6556
 DH6556.The orthometric height was determined by GPS observations and a
 DH6556.high-resolution geoid model.
 DH6556
 DH6556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6556
 DH6556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6556
 DH6556.The ellipsoidal height was determined by GPS observations
 DH6556.and is referenced to NAD 83.
 DH6556
 DH6556.The geoid height was determined by GEOID03.
 DH6556
 DH6556;                    North         East     Units Scale Factor Converg.
 DH6556;SPC CA 1     -   724,070.859 2,090,166.491   MT  0.99993438   +0 42 16.3
 DH6556;SPC CA 1     - 2,375,555.81  6,857,487.90   sFT  0.99993438   +0 42 16.3
 DH6556;UTM  10      - 4,579,280.977   673,803.358   MT  0.99997177   +1 22 21.8
 DH6556
 DH6556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6556!SPC CA 1     -   0.99975569  x   0.99993438  =   0.99969008
 DH6556!UTM  10      -   0.99975569  x   0.99997177  =   0.99972746
 DH6556
 DH6556                          SUPERSEDED SURVEY CONTROL
 DH6556
 DH6556  NAD 83(1998)-  41 20 46.62002(N)    120 55 21.20941(W) AD(2004.69) B
 DH6556  ELLIP H (09/28/05) 1557.979  (m)                       GP(       ) 4 1
 DH6556
 DH6556.Superseded values are not recommended for survey control.
 DH6556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6556.See file dsdata.txt to determine how the superseded data were derived.
 DH6556
 DH6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL7380379281(NAD 83)
 DH6556_MARKER: DD = SURVEY DISK
 DH6556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6556_STAMPING: 299 MOD 12.75 2004
 DH6556_MARK LOGO: CSRC  
 DH6556_PROJECTION: FLUSH
 DH6556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6556+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 DH6556_ROD/PIPE-DEPTH: 3.2  meters
 DH6556
 DH6556  HISTORY     - Date     Condition        Report By
 DH6556  HISTORY     - 20040802 MONUMENTED       CADT
 DH6556
 DH6556                          STATION DESCRIPTION
 DH6556
 DH6556'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6556'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 12.75 ABOUT
 DH6556'19.2 KM  NORTHEASTERLY OF ADIN AND 15.4 KM WESTERLY OF CANBY.  TO
 DH6556'REACH THE STATION FROM THE  INTERSECTION OF HIGHWAY 299 AND
 DH6556'ADIN/LOOKOUT ROAD (CO.RD. 87) GO NORTHEASTERLY ON  HIGHWAY 299 9.93 KM
 DH6556'TO COUNTY ROAD 198 ON THE RIGHT.  CONTINUE NORTHEASTERLY ON  HIGHWAY
 DH6556'299 8.67 KM TO ADIN SUMMIT ANDTHESTATION ON THE RIGHT.  THE STATION IS
 DH6556'A SURVEY  DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6556'FLUSH WITH THE GROUND 1.2 M  SOUTH OF AN ORANGE CARSONITE WITNESS
 DH6556'POST, 0.8 M EAST OF A WHITE CARSONITE POST WITH  AMBER REFLECTOR, 1.3
 DH6556'M SOUTH OF THE NORTH RIGHT OF WAY FENCE, 6.0 M NORTH OF THE TOP OF
 DH6556'CUT SLOPE, 19 M NORTH OF YELLOW STRIPE OF HIGHWAY 299, 69.5 M WEST OF
 DH6556'THE ADIN SUMMIT  SIGN, AND 102 M EAST OF A 200 MM PMP.
 DH6556' 
 DH6556'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6556'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6557 ***********************************************************************
 DH6557  DESIGNATION -  299 MOD 17.33
 DH6557  PID         -  DH6557
 DH6557  STATE/COUNTY-  CA/MODOC
 DH6557  USGS QUAD   -  WASHINGTON MOUNTAIN (1993)
 DH6557
 DH6557                         *CURRENT SURVEY CONTROL
 DH6557  ___________________________________________________________________
 DH6557* NAD 83(2007)-  41 23 42.37092(N)    120 56 25.37475(W)     ADJUSTED  
 DH6557* NAVD 88     -      1317.1    (meters)    4321.     (feet)  GPS OBS   
 DH6557  ___________________________________________________________________
 DH6557  EPOCH DATE  -        2007.00
 DH6557  X           -  -2,464,126.825 (meters)                     COMP
 DH6557  Y           -  -4,110,678.338 (meters)                     COMP
 DH6557  Z           -   4,196,295.760 (meters)                     COMP
 DH6557  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DH6557  ELLIP HEIGHT-        1294.511 (meters)          (02/10/07) ADJUSTED
 DH6557  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DH6557
 DH6557  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6557  Type    PID    Designation                      North   East  Ellip
 DH6557  -------------------------------------------------------------------
 DH6557  NETWORK DH6557 299 MOD 17.33                     1.47   1.47   3.12
 DH6557  -------------------------------------------------------------------
 DH6557
 DH6557.The horizontal coordinates were established by GPS observations
 DH6557.and adjusted by the National Geodetic Survey in February 2007.
 DH6557
 DH6557.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6557.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6557.The horizontal coordinates are valid at the epoch date displayed above.
 DH6557.The epoch date for horizontal control is a decimal equivalence
 DH6557.of Year/Month/Day.
 DH6557
 DH6557.The orthometric height was determined by GPS observations and a
 DH6557.high-resolution geoid model.
 DH6557
 DH6557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6557
 DH6557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6557
 DH6557.The ellipsoidal height was determined by GPS observations
 DH6557.and is referenced to NAD 83.
 DH6557
 DH6557.The geoid height was determined by GEOID03.
 DH6557
 DH6557;                    North         East     Units Scale Factor Converg.
 DH6557;SPC CA 1     -   729,473.884 2,088,609.403   MT  0.99994235   +0 41 34.3
 DH6557;SPC CA 1     - 2,393,282.23  6,852,379.35   sFT  0.99994235   +0 41 34.3
 DH6557;UTM  10      - 4,584,665.621   672,183.260   MT  0.99996487   +1 21 44.1
 DH6557
 DH6557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6557!SPC CA 1     -   0.99979699  x   0.99994235  =   0.99973936
 DH6557!UTM  10      -   0.99979699  x   0.99996487  =   0.99976187
 DH6557
 DH6557                          SUPERSEDED SURVEY CONTROL
 DH6557
 DH6557  NAD 83(1998)-  41 23 42.37026(N)    120 56 25.37548(W) AD(2004.69) B
 DH6557  ELLIP H (09/28/05) 1294.530  (m)                       GP(       ) 4 1
 DH6557
 DH6557.Superseded values are not recommended for survey control.
 DH6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6557.See file dsdata.txt to determine how the superseded data were derived.
 DH6557
 DH6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL7218384666(NAD 83)
 DH6557_MARKER: DD = SURVEY DISK
 DH6557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6557+WITH SETTING: INFORMATION.
 DH6557_STAMPING: 299 MOD 17.33 2004
 DH6557_MARK LOGO: CSRC  
 DH6557_PROJECTION: FLUSH
 DH6557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6557+STABILITY: SURFACE MOTION
 DH6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6557+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 DH6557_ROD/PIPE-DEPTH: 1.5  meters
 DH6557
 DH6557  HISTORY     - Date     Condition        Report By
 DH6557  HISTORY     - 20040802 MONUMENTED       CADT
 DH6557
 DH6557                          STATION DESCRIPTION
 DH6557
 DH6557'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6557'THE STATION IS LOCATEDADJACENT TO HIGHWAY 299 AT POSTMILE 17.33 ABOUT
 DH6557'26.6 KM  NORTHEASTERLY OF ADIN AND 8.0 KM WESTERLY OF CANBY.  TO REACH
 DH6557'THE STATION FROM THE  JUNCTION OF HIGHWAYS 299 AND 139 GO WESTERLY ON
 DH6557'HIGHWAY 299 6.11 KM THE PIT RIVER BRIDGE  NO. 3-5.  CONTINUE WESTERLY
 DH6557'ON HIGHWAY 299 1.0 KM TO THE STATION ON THE LEFT.  THE STATION  IS A
 DH6557'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6557'FLUSH WITH THE  GROUND 1.0 M SOUTHEAST OF AN ORANGE CARSONITE WITNESS
 DH6557'POST, 0.9 M NORTHEAST OF A WHITE  CARSONITE POST WITH AMBER REFLECTOR,
 DH6557'31 M NORTHWEST OF YELLOW STRIPE OF HIGHWAY 299,  AND 67 M NORTHEAST OF
 DH6557'A MODOC NATIONAL FOREST SIGN.
 DH6557' 
 DH6557'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6557'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6558 ***********************************************************************
 DH6558  DESIGNATION -  299 MOD 26.79
 DH6558  PID         -  DH6558
 DH6558  STATE/COUNTY-  CA/MODOC
 DH6558  USGS QUAD   -  CANBY (1993)
 DH6558
 DH6558                         *CURRENT SURVEY CONTROL
 DH6558  ___________________________________________________________________
 DH6558* NAD 83(2007)-  41 27 28.45611(N)    120 47 20.07481(W)     ADJUSTED  
 DH6558* NAVD 88     -      1315.8    (meters)    4317.     (feet)  GPS OBS   
 DH6558  ___________________________________________________________________
 DH6558  EPOCH DATE  -        2007.00
 DH6558  X           -  -2,450,887.651 (meters)                     COMP
 DH6558  Y           -  -4,113,212.263 (meters)                     COMP
 DH6558  Z           -   4,201,525.851 (meters)                     COMP
 DH6558  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DH6558  ELLIP HEIGHT-        1293.361 (meters)          (02/10/07) ADJUSTED
 DH6558  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 DH6558
 DH6558  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6558  Type    PID    Designation                      North   East  Ellip
 DH6558  -------------------------------------------------------------------
 DH6558  NETWORK DH6558 299 MOD 26.79                     1.18   1.18   2.70
 DH6558  -------------------------------------------------------------------
 DH6558
 DH6558.The horizontal coordinates were established by GPS observations
 DH6558.and adjusted by the National Geodetic Survey in February 2007.
 DH6558
 DH6558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6558.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6558.The horizontal coordinates are valid at the epoch date displayed above.
 DH6558.The epoch date for horizontal control is a decimal equivalence
 DH6558.of Year/Month/Day.
 DH6558
 DH6558.The orthometric height was determined by GPS observations and a
 DH6558.high-resolution geoid model.
 DH6558
 DH6558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6558
 DH6558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6558
 DH6558.The ellipsoidal height was determined by GPS observations
 DH6558.and is referenced to NAD 83.
 DH6558
 DH6558.The geoid height was determined by GEOID03.
 DH6558
 DH6558;                    North         East     Units Scale Factor Converg.
 DH6558;SPC CA 1     -   736,611.842 2,101,178.948   MT  0.99995367   +0 47 30.9
 DH6558;SPC CA 1     - 2,416,700.68  6,893,617.93   sFT  0.99995367   +0 47 30.9
 DH6558;UTM  10      - 4,591,950.583   684,668.919   MT  1.00001970   +1 27 51.5
 DH6558
 DH6558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6558!SPC CA 1     -   0.99979718  x   0.99995367  =   0.99975085
 DH6558!UTM  10      -   0.99979718  x   1.00001970  =   0.99981687
 DH6558
 DH6558                          SUPERSEDED SURVEY CONTROL
 DH6558
 DH6558  NAD 83(1998)-  41 27 28.45529(N)    120 47 20.07547(W) AD(2004.69) B
 DH6558  ELLIP H (09/28/05) 1293.378  (m)                       GP(       ) 4 1
 DH6558
 DH6558.Superseded values are not recommended for survey control.
 DH6558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6558.See file dsdata.txt to determine how the superseded data were derived.
 DH6558
 DH6558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL8466991951(NAD 83)
 DH6558_MARKER: DD = SURVEY DISK
 DH6558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6558+WITH SETTING: INFORMATION.
 DH6558_STAMPING: 299 MOD 26.79 2004
 DH6558_MARK LOGO: CSRC  
 DH6558_PROJECTION: FLUSH
 DH6558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6558+STABILITY: SURFACE MOTION
 DH6558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6558+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6558_ROD/PIPE-DEPTH: 1.7  meters
 DH6558
 DH6558  HISTORY     - Date     Condition        Report By
 DH6558  HISTORY     - 20040803 MONUMENTED       CADT
 DH6558
 DH6558                          STATION DESCRIPTION
 DH6558
 DH6558'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6558'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 26.79 ABOUT
 DH6558'7.2 KM EASTERLY  OF CANBY AND 23.9 KM WESTERLY OF THE JUNCTION OF
 DH6558'HIGHWAYS 299 AND U.S. 395 IN ALTURAS. TO REACH THE STATION FROM THE
 DH6558'JUNCTION OF HIGHWAYS 299 AND 139 (0.9 KM WESTERLY OF  CANBY) GO
 DH6558'EASTERLY ON HIGHWAY 299 8.13 KM TO COUNTY ROAD 67 ON THE LEFT AND THE
 DH6558'STATION  ON THE LEFT. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE
 DH6558'WITH ACCESS COVER SET IN  CONCRETE FLUSH WITH THE GROUND 1.0 M SOUTH
 DH6558'OF AN ORNAGE CARSONITE WITNESS POST, 1.0 M  EAST OF A WHITE CARSONITE
 DH6558'POST WITH AMBER REFLECTOR, 6.0 M SOUTH OF THE NORTH RIGHT OF  WAY
 DH6558'FENCE, 9.5 M WEST OF THE CENTER OF COUNTY ROAD 67, AND 105 M NORTH OF
 DH6558'THE YELLOW  STIRIPE OF HIGHWAY 299.
 DH6558' 
 DH6558'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6558'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6559 ***********************************************************************
 DH6559  DESIGNATION -  299 MOD 37.65
 DH6559  PID         -  DH6559
 DH6559  STATE/COUNTY-  CA/MODOC
 DH6559  USGS QUAD   -  ALTURAS (1993)
 DH6559
 DH6559                         *CURRENT SURVEY CONTROL
 DH6559  ___________________________________________________________________
 DH6559* NAD 83(2007)-  41 29 54.11145(N)    120 35 53.91731(W)     ADJUSTED  
 DH6559* NAVD 88     -      1325.7    (meters)    4349.     (feet)  GPS OBS   
 DH6559  ___________________________________________________________________
 DH6559  EPOCH DATE  -        2007.00
 DH6559  X           -  -2,435,679.747 (meters)                     COMP
 DH6559  Y           -  -4,118,786.740 (meters)                     COMP
 DH6559  Z           -   4,204,899.878 (meters)                     COMP
 DH6559  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DH6559  ELLIP HEIGHT-        1303.478 (meters)          (02/10/07) ADJUSTED
 DH6559  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DH6559
 DH6559  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6559  Type    PID    Designation                      North   East  Ellip
 DH6559  -------------------------------------------------------------------
 DH6559  NETWORK DH6559 299 MOD 37.65                     1.20   1.14   2.49
 DH6559  -------------------------------------------------------------------
 DH6559
 DH6559.The horizontal coordinates were established by GPS observations
 DH6559.and adjusted by the National Geodetic Survey in February 2007.
 DH6559
 DH6559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6559.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6559.The horizontal coordinates are valid at the epoch date displayed above.
 DH6559.The epoch date for horizontal control is a decimal equivalence
 DH6559.of Year/Month/Day.
 DH6559
 DH6559.The orthometric height was determined by GPS observations and a
 DH6559.high-resolution geoid model.
 DH6559
 DH6559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6559
 DH6559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6559
 DH6559.The ellipsoidal height was determined by GPS observations
 DH6559.and is referenced to NAD 83.
 DH6559
 DH6559.The geoid height was determined by GEOID03.
 DH6559
 DH6559;                    North         East     Units Scale Factor Converg.
 DH6559;SPC CA 1     -   741,342.074 2,117,029.174   MT  0.99996161   +0 54 59.6
 DH6559;SPC CA 1     - 2,432,219.79  6,945,619.88   sFT  0.99996161   +0 54 59.6
 DH6559;UTM  10      - 4,596,867.383   700,463.982   MT  1.00009456   +1 35 30.8
 DH6559
 DH6559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6559!SPC CA 1     -   0.99979559  x   0.99996161  =   0.99975721
 DH6559!UTM  10      -   0.99979559  x   1.00009456  =   0.99989013
 DH6559
 DH6559                          SUPERSEDED SURVEY CONTROL
 DH6559
 DH6559  NAD 83(1998)-  41 29 54.11019(N)    120 35 53.91761(W) AD(2004.69) B
 DH6559  ELLIP H (09/28/05) 1303.496  (m)                       GP(       ) 4 1
 DH6559
 DH6559.Superseded values are not recommended for survey control.
 DH6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6559.See file dsdata.txt to determine how the superseded data were derived.
 DH6559
 DH6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL0046496867(NAD 83)
 DH6559_MARKER: DD = SURVEY DISK
 DH6559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6559_STAMPING: 299 MOD 37.65 2004
 DH6559_MARK LOGO: CSRC  
 DH6559_PROJECTION: FLUSH
 DH6559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6559+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6559_ROD/PIPE-DEPTH: 7.8  meters
 DH6559
 DH6559  HISTORY     - Date     Condition        Report By
 DH6559  HISTORY     - 20040803 MONUMENTED       CADT
 DH6559
 DH6559                          STATION DESCRIPTION
 DH6559
 DH6559'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6559'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 37.65 ABOUT
 DH6559'24.7 KM  EASTERLY OF CANBY AND 4.8 KM WESTERLY OF THE JUNCTION OF
 DH6559'HIGHWAYS 299 AND U.S. 395 IN  ALTURAS.  TO REACH THE STATION FROM THE
 DH6559'JUNCTION OF HIGHWAYS 299 AND U.S.395 GO  WESTERLY ON HIGHWAY 299 4.57
 DH6559'KM  TO BRIDGE 3-8 OVER RATTLESNAKE CREEK.  CONTINUE  WESTERLY ON
 DH6559'HIGHWAY 299 0.24 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH6559'SURVEY  DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6559'FLUSH WITH THE GROUND 1.5 M  SOUTH OF AN ORANGE CARSONITE WITNESS
 DH6559'POST, 1.0 M EAST OF A WHITE CARSONITE POST WITH  AMBER REFLECTOR, 1.7
 DH6559'M SOUTH OF THE NORTH RIGHT OF WAY FENCE, 15.7 M NORTH OF THE  YELLOW
 DH6559'STRIPE OF HIGHWAY 299, 22 M SOUTHWEST OF A TELEPHONE POLE, 27.5 M
 DH6559'SOUTHEAST OF A  TELEPHONE POLE, AND 174 M WEST OF THE WEST END OF THE
 DH6559'NORTH BRIDGERAIL OF BRIDGE 3-8.
 DH6559' 
 DH6559'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6559'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6560 ***********************************************************************
 DH6560  DESIGNATION -  299 MOD 47.44
 DH6560  PID         -  DH6560
 DH6560  STATE/COUNTY-  CA/MODOC
 DH6560  USGS QUAD   -  PAYNE PEAK (1993)
 DH6560
 DH6560                         *CURRENT SURVEY CONTROL
 DH6560  ___________________________________________________________________
 DH6560* NAD 83(2007)-  41 33 20.26748(N)    120 20 25.62658(W)     ADJUSTED  
 DH6560* NAVD 88     -      1626.3    (meters)    5336.     (feet)  GPS OBS   
 DH6560  ___________________________________________________________________
 DH6560  EPOCH DATE  -        2007.00
 DH6560  X           -  -2,415,102.108 (meters)                     COMP
 DH6560  Y           -  -4,126,261.453 (meters)                     COMP
 DH6560  Z           -   4,209,862.190 (meters)                     COMP
 DH6560  LAPLACE CORR-           7.90  (seconds)                    DEFLEC99
 DH6560  ELLIP HEIGHT-        1604.758 (meters)          (02/10/07) ADJUSTED
 DH6560  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 DH6560
 DH6560  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6560  Type    PID    Designation                      North   East  Ellip
 DH6560  -------------------------------------------------------------------
 DH6560  NETWORK DH6560 299 MOD 47.44                     1.18   1.00   2.31
 DH6560  -------------------------------------------------------------------
 DH6560
 DH6560.The horizontal coordinates were established by GPS observations
 DH6560.and adjusted by the National Geodetic Survey in February 2007.
 DH6560
 DH6560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6560.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6560.The horizontal coordinates are valid at the epoch date displayed above.
 DH6560.The epoch date for horizontal control is a decimal equivalence
 DH6560.of Year/Month/Day.
 DH6560
 DH6560.The orthometric height was determined by GPS observations and a
 DH6560.high-resolution geoid model.
 DH6560
 DH6560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6560
 DH6560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6560
 DH6560.The ellipsoidal height was determined by GPS observations
 DH6560.and is referenced to NAD 83.
 DH6560
 DH6560.The geoid height was determined by GEOID03.
 DH6560
 DH6560;                    North         East     Units Scale Factor Converg.
 DH6560;SPC CA 1     -   748,076.943 2,138,435.350   MT  0.99997369   +1 05 06.5
 DH6560;SPC CA 1     - 2,454,315.77  7,015,849.98   sFT  0.99997369   +1 05 06.5
 DH6560;UTM  10      - 4,603,856.171   721,792.893   MT  1.00020541   +1 45 53.7
 DH6560
 DH6560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6560!SPC CA 1     -   0.99974836  x   0.99997369  =   0.99972205
 DH6560!UTM  10      -   0.99974836  x   1.00020541  =   0.99995372
 DH6560
 DH6560                          SUPERSEDED SURVEY CONTROL
 DH6560
 DH6560  NAD 83(1998)-  41 33 20.26614(N)    120 20 25.62660(W) AD(2004.69) B
 DH6560  ELLIP H (09/28/05) 1604.775  (m)                       GP(       ) 4 1
 DH6560
 DH6560.Superseded values are not recommended for survey control.
 DH6560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6560.See file dsdata.txt to determine how the superseded data were derived.
 DH6560
 DH6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2179303856(NAD 83)
 DH6560_MARKER: DD = SURVEY DISK
 DH6560_SETTING: 66 = SET IN ROCK OUTCROP
 DH6560_STAMPING: 299 MOD 47.44 2004
 DH6560_MARK LOGO: CSRC  
 DH6560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6560+STABILITY: POSITION/ELEVATION WELL
 DH6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6560+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6560
 DH6560  HISTORY     - Date     Condition        Report By
 DH6560  HISTORY     - 20040803 MONUMENTED       CADT
 DH6560
 DH6560                          STATION DESCRIPTION
 DH6560
 DH6560'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6560'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299  AT POSTMILE 47.44
 DH6560'ABOUT 19.7 KM  NORTHEASTERLY OF ALTURAS AND 15.1 KM WESTERLY OF
 DH6560'CEDARVILLE.  TO REACH THE STATION  FROM THE JUNCTION OF HIGHWAYS 299
 DH6560'AND U.S. 395 (5.3 KM NORTH OF ALTURAS) GO EASTERLY ON  HIGHWAY 299
 DH6560'9.09 KM TO COUNTY ROAD 58 ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY
 DH6560'299 1.85  KM TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY
 DH6560'DISK EPOXIED TO THE TOP OF  EXPOSED BEDROCK 1.7 M WEST OF AN ORANGE
 DH6560'CARSONITE WITNESS POST, 1.1 M EAST OF A WHITE  CARSONITE POST WITH
 DH6560'AMBER REFLECTOR, 5.4 M NORTHWEST OF THE SOUTHERLY RIGHT OF WAY  FENCE,
 DH6560'15 M WEST-SOUTHWEST OF A GATE IN THE SOUTHERLY RIGHT OF WAY FENCE,
 DH6560'25.5 M  SOUTHWEST OF THE YELLOW STRIPE OF HIGHWAY 299, 33.5 M
 DH6560'SOUTHWEST OF AN ANCHOR POLE, 58.5  M SOUTH OF POWER POLE A5872, AND 66
 DH6560'M NORTHEAST OF AN ANCHOR POLE.
 DH6560' 
 DH6560'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6560'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6380 ***********************************************************************
 DH6380  DESIGNATION -  299 MOD 56.99
 DH6380  PID         -  DH6380
 DH6380  STATE/COUNTY-  CA/MODOC
 DH6380  USGS QUAD   -  CEDARVILLE (1993)
 DH6380
 DH6380                         *CURRENT SURVEY CONTROL
 DH6380  ___________________________________________________________________
 DH6380* NAD 83(2007)-  41 31 46.34271(N)    120 10 43.31420(W)     ADJUSTED  
 DH6380* NAVD 88     -      1426.9    (meters)    4681.     (feet)  GPS OBS   
 DH6380  ___________________________________________________________________
 DH6380  EPOCH DATE  -        2007.00
 DH6380  X           -  -2,404,334.729 (meters)                     COMP
 DH6380  Y           -  -4,134,595.698 (meters)                     COMP
 DH6380  Z           -   4,207,560.572 (meters)                     COMP
 DH6380  LAPLACE CORR-          -8.53  (seconds)                    DEFLEC99
 DH6380  ELLIP HEIGHT-        1405.282 (meters)          (02/10/07) ADJUSTED
 DH6380  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 DH6380
 DH6380  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6380  Type    PID    Designation                      North   East  Ellip
 DH6380  -------------------------------------------------------------------
 DH6380  NETWORK DH6380 299 MOD 56.99                     1.88   1.35   3.12
 DH6380  -------------------------------------------------------------------
 DH6380
 DH6380.The horizontal coordinates were established by GPS observations
 DH6380.and adjusted by the National Geodetic Survey in February 2007.
 DH6380
 DH6380.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6380.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6380.The horizontal coordinates are valid at the epoch date displayed above.
 DH6380.The epoch date for horizontal control is a decimal equivalence
 DH6380.of Year/Month/Day.
 DH6380
 DH6380.The orthometric height was determined by GPS observations and a
 DH6380.high-resolution geoid model.
 DH6380
 DH6380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6380
 DH6380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6380
 DH6380.The ellipsoidal height was determined by GPS observations
 DH6380.and is referenced to NAD 83.
 DH6380
 DH6380.The geoid height was determined by GEOID03.
 DH6380
 DH6380;                    North         East     Units Scale Factor Converg.
 DH6380;SPC CA 1     -   745,447.963 2,151,986.783   MT  0.99996806   +1 11 27.3
 DH6380;SPC CA 1     - 2,445,690.53  7,060,309.97   sFT  0.99996806   +1 11 27.3
 DH6380;UTM  10      - 4,601,387.563   735,378.278   MT  1.00028186   +1 52 17.0
 DH6380
 DH6380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6380!SPC CA 1     -   0.99977963  x   0.99996806  =   0.99974770
 DH6380!UTM  10      -   0.99977963  x   1.00028186  =   1.00006143
 DH6380
 DH6380                          SUPERSEDED SURVEY CONTROL
 DH6380
 DH6380  NAD 83(1998)-  41 31 46.34143(N)    120 10 43.31413(W) AD(2004.69) B
 DH6380  ELLIP H (09/28/05) 1405.298  (m)                       GP(       ) 4 1
 DH6380
 DH6380.Superseded values are not recommended for survey control.
 DH6380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6380.See file dsdata.txt to determine how the superseded data were derived.
 DH6380
 DH6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM3537801388(NAD 83)
 DH6380_MARKER: DD = SURVEY DISK
 DH6380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6380_SP_SET: BRASS DISK IN IRON PIPE IN CONC.
 DH6380_STAMPING: 3-299 56.99
 DH6380_MARK LOGO: CADT  
 DH6380_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH6380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6380+STABILITY: SURFACE MOTION
 DH6380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6380+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 DH6380
 DH6380  HISTORY     - Date     Condition        Report By
 DH6380  HISTORY     - 20010509 MONUMENTED       CADT
 DH6380  HISTORY     - 20040105 GOOD             CADT
 DH6380
 DH6380                          STATION DESCRIPTION
 DH6380
 DH6380'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6380'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 56.99 IN
 DH6380'THE TOWN OF  CEDARVILLE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH6380'HIGHWAY 395 AND HIGHWAY 299  NORTHEASTERLY OF ALTURAS GO EAST ON
 DH6380'HIGHWAY 299 FOR 16.53 KM TO THE TOP OF CEDAR PASS.   CONTINUE EAST ON
 DH6380'HIGHWAY 299 9.25 KM TO THE STATION ON THE RIGHT IN THE SOUTHWEST
 DH6380'QUADRANT OF THE INTERSECTION OF HWY 299 AND LINCOLN STREET IN THE TOWN
 DH6380'OF CEDARVILLE. THE STATION IS A STANDARD CADT BRASS DISK SET IN THE
 DH6380'TOP OF A 0.051 M IRON PIPE SET IN  CONCRETE FLUSH WITH THE GROUND 1.0
 DH6380'M NORTH OF AN ORANGE CARSONITE WITNESS POST, 1.0 M  WEST OF A WHITE
 DH6380'CARSONITE POST WITH AMBER REFLECTOR, 9.8 M SOUTH OF THE YELLOW STRIPE
 DH6380'OF HIGHWAY 299, 20.5 M WEST OF THE CENTER OF LINCOLN STREET, 3.7 M
 DH6380'SOUTH OF THE BACK OF  CURB, 12.8 M NORTHWEST OF A FIRE HYDRANT, 10.2 M
 DH6380'WEST OF MILEPOST MARKER, MOD 299 57.00,  AND 2.4 M SOUTH OF A METAL
 DH6380'GUARD POST.
 DH6380' 
 DH6380'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6380'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6561 ***********************************************************************
 DH6561  DESIGNATION -  299 MOD 61.77
 DH6561  PID         -  DH6561
 DH6561  STATE/COUNTY-  CA/MODOC
 DH6561  USGS QUAD   -  LEONARDS HOT SPRINGS (1990)
 DH6561
 DH6561                         *CURRENT SURVEY CONTROL
 DH6561  ___________________________________________________________________
 DH6561* NAD 83(2007)-  41 32 23.53781(N)    120 05 23.30416(W)     ADJUSTED  
 DH6561* NAVD 88     -      1367.0    (meters)    4485.     (feet)  GPS OBS   
 DH6561  ___________________________________________________________________
 DH6561  EPOCH DATE  -        2007.00
 DH6561  X           -  -2,397,513.105 (meters)                     COMP
 DH6561  Y           -  -4,137,623.529 (meters)                     COMP
 DH6561  Z           -   4,208,379.897 (meters)                     COMP
 DH6561  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DH6561  ELLIP HEIGHT-        1345.204 (meters)          (02/10/07) ADJUSTED
 DH6561  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 DH6561
 DH6561  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6561  Type    PID    Designation                      North   East  Ellip
 DH6561  -------------------------------------------------------------------
 DH6561  NETWORK DH6561 299 MOD 61.77                     1.86   1.35   3.18
 DH6561  -------------------------------------------------------------------
 DH6561
 DH6561.The horizontal coordinates were established by GPS observations
 DH6561.and adjusted by the National Geodetic Survey in February 2007.
 DH6561
 DH6561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6561.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6561.The horizontal coordinates are valid at the epoch date displayed above.
 DH6561.The epoch date for horizontal control is a decimal equivalence
 DH6561.of Year/Month/Day.
 DH6561
 DH6561.The orthometric height was determined by GPS observations and a
 DH6561.high-resolution geoid model.
 DH6561
 DH6561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6561
 DH6561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6561
 DH6561.The ellipsoidal height was determined by GPS observations
 DH6561.and is referenced to NAD 83.
 DH6561
 DH6561.The geoid height was determined by GEOID03.
 DH6561
 DH6561;                    North         East     Units Scale Factor Converg.
 DH6561;SPC CA 1     -   746,753.116 2,159,378.592   MT  0.99997027   +1 14 56.6
 DH6561;SPC CA 1     - 2,449,972.51  7,084,561.26   sFT  0.99997027   +1 14 56.6
 DH6561;UTM  10      - 4,602,780.959   742,756.516   MT  1.00032528   +1 55 50.9
 DH6561
 DH6561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6561!SPC CA 1     -   0.99978905  x   0.99997027  =   0.99975933
 DH6561!UTM  10      -   0.99978905  x   1.00032528  =   1.00011426
 DH6561
 DH6561                          SUPERSEDED SURVEY CONTROL
 DH6561
 DH6561  NAD 83(1998)-  41 32 23.53654(N)    120 05 23.30395(W) AD(2004.69) B
 DH6561  ELLIP H (09/28/05) 1345.219  (m)                       GP(       ) 4 1
 DH6561
 DH6561.Superseded values are not recommended for survey control.
 DH6561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6561.See file dsdata.txt to determine how the superseded data were derived.
 DH6561
 DH6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM4275702781(NAD 83)
 DH6561_MARKER: DD = SURVEY DISK
 DH6561_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6561_STAMPING: 299 MOD 61.77 2004
 DH6561_MARK LOGO: CSRC  
 DH6561_PROJECTION: FLUSH
 DH6561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6561+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6561_ROD/PIPE-DEPTH: 4.3  meters
 DH6561
 DH6561  HISTORY     - Date     Condition        Report By
 DH6561  HISTORY     - 20040803 MONUMENTED       CADT
 DH6561
 DH6561                          STATION DESCRIPTION
 DH6561
 DH6561'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6561'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 61.72 ABOUT
 DH6561'7.0 KM EAST OF  CEDARVILLE.  TO REACH THE STATION FROM THE
 DH6561'INTERSECTION OF HIGHWAY 299 AND THE  EAGLEVILLE-LAKE CITY ROAD IN
 DH6561'CEDARVILLE GO EAST ON HIGHWAY 299 2.41 KM TO COUNTY ROAD 24  ON THE
 DH6561'RIGHT.  CONTINUE EAST ON HIGHWAY 299 4.65 KM TO A  DRIVEWAY ON THE
 DH6561'RIGHT (SURPRISE  VALLEY HOT SPRINGS RESORT).  CONTINUE EAST ON HIGHWAY
 DH6561'299 100 M TO THE STATION ON THE  LEFT. THE STATION IS A SURVEY DISK
 DH6561'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE  FLUSH WITH THE
 DH6561'GROUND 1.0 M SOUTH OF AN ORANGE CARSONITE WITNESS POST, 1.0 M
 DH6561'NORTHEAST  OF A WHITE CARSONITE POST WITH AMBER REFLECTOR, 11.7 M
 DH6561'SOUTHEAST OF THE NORTHERLY  RIGHT OF WAY FENCE, 49 M NORTHWEST OF THE
 DH6561'YELLOW STRIPE OF HIGHWAY 299, 103 M NORTH OF  POWER POLE 643, AND 114
 DH6561'M NORTH OF THE CENTER OF A GRAVEL DRIVEWAY TO 67254 HIGHWAY 299.
 DH6561' 
 DH6561'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6561'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6381 ***********************************************************************
 DH6381  DESIGNATION -  299 SHA 16.93
 DH6381  PID         -  DH6381
 DH6381  STATE/COUNTY-  CA/SHASTA
 DH6381  USGS QUAD   -  IGO (1979)
 DH6381
 DH6381                         *CURRENT SURVEY CONTROL
 DH6381  ___________________________________________________________________
 DH6381* NAD 83(2007)-  40 36 34.99968(N)    122 30 53.28459(W)     ADJUSTED  
 DH6381* NAVD 88     -       388.0    (meters)    1273.     (feet)  GPS OBS   
 DH6381  ___________________________________________________________________
 DH6381  EPOCH DATE  -        2007.00
 DH6381  X           -  -2,606,522.778 (meters)                     COMP
 DH6381  Y           -  -4,089,089.746 (meters)                     COMP
 DH6381  Z           -   4,129,852.015 (meters)                     COMP
 DH6381  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DH6381  ELLIP HEIGHT-         360.766 (meters)          (02/10/07) ADJUSTED
 DH6381  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DH6381
 DH6381  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6381  Type    PID    Designation                      North   East  Ellip
 DH6381  -------------------------------------------------------------------
 DH6381  NETWORK DH6381 299 SHA 16.93                     1.35   1.22   2.86
 DH6381  -------------------------------------------------------------------
 DH6381
 DH6381.The horizontal coordinates were established by GPS observations
 DH6381.and adjusted by the National Geodetic Survey in February 2007.
 DH6381
 DH6381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6381.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6381.The horizontal coordinates are valid at the epoch date displayed above.
 DH6381.The epoch date for horizontal control is a decimal equivalence
 DH6381.of Year/Month/Day.
 DH6381
 DH6381.The orthometric height was determined by GPS observations and a
 DH6381.high-resolution geoid model.
 DH6381
 DH6381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6381
 DH6381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6381
 DH6381.The ellipsoidal height was determined by GPS observations
 DH6381.and is referenced to NAD 83.
 DH6381
 DH6381.The geoid height was determined by GEOID03.
 DH6381
 DH6381;                    North         East     Units Scale Factor Converg.
 DH6381;SPC CA 1     -   641,854.559 1,956,437.130   MT  0.99990233   -0 20 11.8
 DH6381;SPC CA 1     - 2,105,817.83  6,418,744.15   sFT  0.99990233   -0 20 11.8
 DH6381;UTM  10      - 4,495,547.112   541,045.777   MT  0.99962074   +0 18 57.0
 DH6381
 DH6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6381!SPC CA 1     -   0.99994341  x   0.99990233  =   0.99984575
 DH6381!UTM  10      -   0.99994341  x   0.99962074  =   0.99956417
 DH6381
 DH6381                          SUPERSEDED SURVEY CONTROL
 DH6381
 DH6381  NAD 83(1998)-  40 36 34.99871(N)    122 30 53.28509(W) AD(2004.69) B
 DH6381  ELLIP H (09/28/05)  360.786  (m)                       GP(       ) 4 1
 DH6381
 DH6381.Superseded values are not recommended for survey control.
 DH6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6381.See file dsdata.txt to determine how the superseded data were derived.
 DH6381
 DH6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK4104695547(NAD 83)
 DH6381_MARKER: DD = SURVEY DISK
 DH6381_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6381+WITH SETTING: INFORMATION.
 DH6381_STAMPING: 299 SHA 16.93 2004
 DH6381_MARK LOGO: CSRC  
 DH6381_PROJECTION: FLUSH
 DH6381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6381+STABILITY: SURFACE MOTION
 DH6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6381+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 DH6381_ROD/PIPE-DEPTH: 2.3  meters
 DH6381
 DH6381  HISTORY     - Date     Condition        Report By
 DH6381  HISTORY     - 20040713 MONUMENTED       CADT
 DH6381
 DH6381                          STATION DESCRIPTION
 DH6381
 DH6381'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6381'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299 AT POSTMILE 16.93 IN
 DH6381'SHASTA COUNTY   ABOUT 11 KM WEST-NORTHWEST OF REDDING, 15 KM SOUTHWEST
 DH6381'OF SHASTA LAKE CITY, AND 12 KM  NORTH-NORTHEAST OF IGO.  TO REACH THE
 DH6381'STATION FROM THE INTERSECTION OF HIGHWAY 299 AND  BUENAVENTURA BLVD GO
 DH6381'WESTERLY ON HIGHWAY 299 3.1 KM TO IRON MOUNTAIN ROAD ON THE  RIGHT.
 DH6381'CONTINUE WESTERLY ON HIGHWAY 299 2.7 KM TO SECOND ST ON THE LEFT IN
 DH6381'OLD SHASTA.   CONTINUE WESTERLY ON HIGHWAY 299 2.7 KM TO THE STATION
 DH6381'ON THE RIGHT IN A GRAVEL  TURNOUT.  THE STATION IS A SURVEY DISK
 DH6381'ENCASED IN WELL WITH ACCESS COVER SET IN  CONCRETE FLUSH WITH THE
 DH6381'GROUND 27.0 M NORTHEAST OF THE YELLOW STRIPE OF HIGHWAY 299,  3.5 M
 DH6381'SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST, 6.0 M SOUTHWEST OF
 DH6381'TELEPHONE  POLE NUMBER 289 1/2, 27.5 M NORTHWEST OF TELEPHONE POLE
 DH6381'NUMBER 289, AND 53.5 M  SOUTHEAST OF A NATIONAL PARK SERVICE SIGN
 DH6381'WHISKEYTOWN UNIT.
 DH6381' 
 DH6381'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6381'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6562 ***********************************************************************
 DH6562  DESIGNATION -  299 SHA 27.04
 DH6562  PID         -  DH6562
 DH6562  STATE/COUNTY-  CA/SHASTA
 DH6562  USGS QUAD   -  ENTERPRISE (1969)
 DH6562
 DH6562                         *CURRENT SURVEY CONTROL
 DH6562  ___________________________________________________________________
 DH6562* NAD 83(2007)-  40 37 14.05200(N)    122 19 20.42677(W)     ADJUSTED  
 DH6562* NAVD 88     -       195.8    (meters)     642.     (feet)  GPS OBS   
 DH6562  ___________________________________________________________________
 DH6562  EPOCH DATE  -        2007.00
 DH6562  X           -  -2,592,275.219 (meters)                     COMP
 DH6562  Y           -  -4,097,036.111 (meters)                     COMP
 DH6562  Z           -   4,130,641.308 (meters)                     COMP
 DH6562  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DH6562  ELLIP HEIGHT-         168.487 (meters)          (02/10/07) ADJUSTED
 DH6562  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH6562
 DH6562  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6562  Type    PID    Designation                      North   East  Ellip
 DH6562  -------------------------------------------------------------------
 DH6562  NETWORK DH6562 299 SHA 27.04                     0.98   0.96   2.47
 DH6562  -------------------------------------------------------------------
 DH6562
 DH6562.The horizontal coordinates were established by GPS observations
 DH6562.and adjusted by the National Geodetic Survey in February 2007.
 DH6562
 DH6562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6562.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6562.The horizontal coordinates are valid at the epoch date displayed above.
 DH6562.The epoch date for horizontal control is a decimal equivalence
 DH6562.of Year/Month/Day.
 DH6562
 DH6562.The orthometric height was determined by GPS observations and a
 DH6562.high-resolution geoid model.
 DH6562
 DH6562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6562
 DH6562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6562
 DH6562.The ellipsoidal height was determined by GPS observations
 DH6562.and is referenced to NAD 83.
 DH6562
 DH6562.The geoid height was determined by GEOID03.
 DH6562
 DH6562;                    North         East     Units Scale Factor Converg.
 DH6562;SPC CA 1     -   642,981.252 1,972,727.618   MT  0.99990161   -0 12 38.8
 DH6562;SPC CA 1     - 2,109,514.32  6,472,190.53   sFT  0.99990161   -0 12 38.8
 DH6562;UTM  10      - 4,496,858.807   557,317.958   MT  0.99964044   +0 26 28.3
 DH6562
 DH6562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6562!SPC CA 1     -   0.99997357  x   0.99990161  =   0.99987518
 DH6562!UTM  10      -   0.99997357  x   0.99964044  =   0.99961402
 DH6562
 DH6562                          SUPERSEDED SURVEY CONTROL
 DH6562
 DH6562  NAD 83(1998)-  40 37 14.05090(N)    122 19 20.42711(W) AD(2004.69) B
 DH6562  ELLIP H (09/28/05)  168.518  (m)                       GP(       ) 4 1
 DH6562
 DH6562.Superseded values are not recommended for survey control.
 DH6562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6562.See file dsdata.txt to determine how the superseded data were derived.
 DH6562
 DH6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK5731896859(NAD 83)
 DH6562_MARKER: DD = SURVEY DISK
 DH6562_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6562_STAMPING: 299 SHA 27.07 2004
 DH6562_MARK LOGO: CSRC  
 DH6562_PROJECTION: FLUSH
 DH6562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6562+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 DH6562_ROD/PIPE-DEPTH: 3.4  meters
 DH6562
 DH6562  HISTORY     - Date     Condition        Report By
 DH6562  HISTORY     - 20040707 MONUMENTED       CADT
 DH6562
 DH6562                          STATION DESCRIPTION
 DH6562
 DH6562'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6562'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299  AT POSTMILE
 DH6562'27.04 ABOUT 3.6 KM  EASTERLY OF THE INTERSECTION OF HIGHWAY 299 EAST
 DH6562'IN NORTH REDDING AND INTERSTATE-5 AND  7.1K M WESTERLY OF BELLA VISTA.
 DH6562'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY  299 EAST AND
 DH6562'INTERSTATE-5 GO EASTERLY ON HIGHWAY 299 3.57 KM TO STATION ON THE
 DH6562'LEFT.  THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS
 DH6562'COVER SET IN CONCRETE FLUSH  WITH THE GROUND  0.9 M SOUTH OF AN ORANGE
 DH6562'CARSONITE WITNESS POST, 0.9 M EAST OF A  WHITE CARSONITE POST WITH
 DH6562'AMBER REFLECTOR, 23.6 M NORTHERLY OF THE YELLOW STRIPE OF  THE
 DH6562'SOUTHBOUND OLD OREGON TRAIL TO WESTBOUND HIGHWAY 299 ON RAMP, AND 1.1
 DH6562'M  SOUTHERLY OF THE NORTHERLY RIGHT OF WAY FENCE OF HIGHWAY 299.
 DH6562' 
 DH6562'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6562'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6087 ***********************************************************************
 DH6087  DESIGNATION -  299 SHA 30.49
 DH6087  PID         -  DH6087
 DH6087  STATE/COUNTY-  CA/SHASTA
 DH6087  USGS QUAD   -  PROJECT CITY (1969)
 DH6087
 DH6087                         *CURRENT SURVEY CONTROL
 DH6087  ___________________________________________________________________
 DH6087* NAD 83(2007)-  40 38 01.18484(N)    122 15 32.74682(W)     ADJUSTED  
 DH6087* NAVD 88     -       207.3    (meters)     680.     (feet)  GPS OBS   
 DH6087  ___________________________________________________________________
 DH6087  EPOCH DATE  -        2007.00
 DH6087  X           -  -2,587,250.612 (meters)                     COMP
 DH6087  Y           -  -4,099,101.867 (meters)                     COMP
 DH6087  Z           -   4,131,752.285 (meters)                     COMP
 DH6087  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DH6087  ELLIP HEIGHT-         180.020 (meters)          (02/10/07) ADJUSTED
 DH6087  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DH6087
 DH6087  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6087  Type    PID    Designation                      North   East  Ellip
 DH6087  -------------------------------------------------------------------
 DH6087  NETWORK DH6087 299 SHA 30.49                     0.94   0.92   2.35
 DH6087  -------------------------------------------------------------------
 DH6087
 DH6087.The horizontal coordinates were established by GPS observations
 DH6087.and adjusted by the National Geodetic Survey in February 2007.
 DH6087
 DH6087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6087.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6087.The horizontal coordinates are valid at the epoch date displayed above.
 DH6087.The epoch date for horizontal control is a decimal equivalence
 DH6087.of Year/Month/Day.
 DH6087
 DH6087.The orthometric height was determined by GPS observations and a
 DH6087.high-resolution geoid model.
 DH6087
 DH6087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6087
 DH6087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6087
 DH6087.The ellipsoidal height was determined by GPS observations
 DH6087.and is referenced to NAD 83.
 DH6087
 DH6087.The geoid height was determined by GEOID03.
 DH6087
 DH6087;                    North         East     Units Scale Factor Converg.
 DH6087;SPC CA 1     -   644,417.223 1,978,082.840   MT  0.99990079   -0 10 09.9
 DH6087;SPC CA 1     - 2,114,225.51  6,489,760.12   sFT  0.99990079   -0 10 09.9
 DH6087;UTM  10      - 4,498,355.234   562,655.123   MT  0.99964832   +0 28 57.0
 DH6087
 DH6087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6087!SPC CA 1     -   0.99997176  x   0.99990079  =   0.99987255
 DH6087!UTM  10      -   0.99997176  x   0.99964832  =   0.99962009
 DH6087
 DH6087                          SUPERSEDED SURVEY CONTROL
 DH6087
 DH6087  NAD 83(1998)-  40 38 01.18372(N)    122 15 32.74708(W) AD(2004.69) A
 DH6087  ELLIP H (09/13/05)  180.055  (m)                       GP(2004.69) 4 1
 DH6087
 DH6087.Superseded values are not recommended for survey control.
 DH6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6087.See file dsdata.txt to determine how the superseded data were derived.
 DH6087
 DH6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6265598355(NAD 83)
 DH6087_MARKER: DD = SURVEY DISK
 DH6087_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6087+WITH SETTING: INFORMATION.
 DH6087_STAMPING: 299 SHA 30.49 2004
 DH6087_MARK LOGO: CSRC  
 DH6087_PROJECTION: FLUSH
 DH6087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6087+STABILITY: SURFACE MOTION
 DH6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6087+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6087_ROD/PIPE-DEPTH: 2.4  meters
 DH6087
 DH6087  HISTORY     - Date     Condition        Report By
 DH6087  HISTORY     - 20040707 MONUMENTED       CADT
 DH6087  HISTORY     - 20041005 GOOD             CADT
 DH6087
 DH6087                          STATION DESCRIPTION
 DH6087
 DH6087'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6087'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 IN SHASTA COUNTY
 DH6087'AT POSTMILE  30.49 ABOUT 9.1 KM EASTERLY OF THE INTERSECTION OF
 DH6087'HIGHWAY 299 EAST IN NORTH REDDING AND  INTERSTATE-5 AND 1.6 KM
 DH6087'WESTERLY OF BELLA VISTA.   TO REACH THE STATION FROM THE  INTERSECTION
 DH6087'OF HIGHWAY 299 EAST AND INTERSTATE 5 GO EASTERLY ON HIGHWAY 299 3.89
 DH6087'KM  TO THE OLD  OREGON TRAIL UNDERCROSSING.  CONTINUE EASTERLY ON
 DH6087'HIGHWAY 299 5.23 KM TO THE STATION  ON THE LEFT.   THE STATION IS A
 DH6087'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN  CONCRETE
 DH6087'FLUSH WITH THE GROUND  0.8 M SOUTH OF AN ORANGE CARSONITE WITNESS
 DH6087'POST,  1.1 M EAST OF A WHITE CARSONITE POST WITH AMBER REFLECTOR, 13.7
 DH6087'M NORTHERLY OF THE  YELLOW STRIPE OF HIGHWAY 299, 1.1 M SOUTHERLY OF
 DH6087'THE NORTHERLY RIGHT OF WAY FENCE OF  HIGHWAY 299, 2.1 M SOUTHEASTERLY
 DH6087'OF A FENCE CORNER, AND 9.0 M EASTERLY OF A FIELD  ENTRANCE DRIVEWAY.
 DH6087' 
 DH6087'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6087'HEIGHT  MODERNIZATION PROJECT.
 DH6087
 DH6087                          STATION RECOVERY (2004)
 DH6087
 DH6087'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6087'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS A PART OF
 DH6087'THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6563 ***********************************************************************
 DH6563  DESIGNATION -  299 SHA 34.60
 DH6563  PID         -  DH6563
 DH6563  STATE/COUNTY-  CA/SHASTA
 DH6563  USGS QUAD   -  BELLA VISTA (1976)
 DH6563
 DH6563                         *CURRENT SURVEY CONTROL
 DH6563  ___________________________________________________________________
 DH6563* NAD 83(2007)-  40 39 39.25154(N)    122 11 43.48399(W)     ADJUSTED  
 DH6563* NAVD 88     -       177.3    (meters)     582.     (feet)  GPS OBS   
 DH6563  ___________________________________________________________________
 DH6563  EPOCH DATE  -        2007.00
 DH6563  X           -  -2,581,630.928 (meters)                     COMP
 DH6563  Y           -  -4,100,288.419 (meters)                     COMP
 DH6563  Z           -   4,134,028.147 (meters)                     COMP
 DH6563  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DH6563  ELLIP HEIGHT-         150.280 (meters)          (02/10/07) ADJUSTED
 DH6563  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DH6563
 DH6563  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6563  Type    PID    Designation                      North   East  Ellip
 DH6563  -------------------------------------------------------------------
 DH6563  NETWORK DH6563 299 SHA 34.60                     1.71   1.51   3.65
 DH6563  -------------------------------------------------------------------
 DH6563
 DH6563.The horizontal coordinates were established by GPS observations
 DH6563.and adjusted by the National Geodetic Survey in February 2007.
 DH6563
 DH6563.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6563.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6563.The horizontal coordinates are valid at the epoch date displayed above.
 DH6563.The epoch date for horizontal control is a decimal equivalence
 DH6563.of Year/Month/Day.
 DH6563
 DH6563.The orthometric height was determined by GPS observations and a
 DH6563.high-resolution geoid model.
 DH6563
 DH6563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6563
 DH6563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6563
 DH6563.The ellipsoidal height was determined by GPS observations
 DH6563.and is referenced to NAD 83.
 DH6563
 DH6563.The geoid height was determined by GEOID03.
 DH6563
 DH6563;                    North         East     Units Scale Factor Converg.
 DH6563;SPC CA 1     -   647,427.947 1,983,476.664   MT  0.99989924   -0 07 40.0
 DH6563;SPC CA 1     - 2,124,103.19  6,507,456.36   sFT  0.99989924   -0 07 40.0
 DH6563;UTM  10      - 4,501,426.380   568,013.012   MT  0.99965694   +0 31 27.4
 DH6563
 DH6563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6563!SPC CA 1     -   0.99997643  x   0.99989924  =   0.99987567
 DH6563!UTM  10      -   0.99997643  x   0.99965694  =   0.99963337
 DH6563
 DH6563                          SUPERSEDED SURVEY CONTROL
 DH6563
 DH6563  NAD 83(1998)-  40 39 39.25038(N)    122 11 43.48413(W) AD(2004.69) B
 DH6563  ELLIP H (09/28/05)  150.307  (m)                       GP(       ) 4 1
 DH6563
 DH6563.Superseded values are not recommended for survey control.
 DH6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6563.See file dsdata.txt to determine how the superseded data were derived.
 DH6563
 DH6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL6801301426(NAD 83)
 DH6563_MARKER: DD = SURVEY DISK
 DH6563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6563_STAMPING: 299 SHA 34.60 2004
 DH6563_MARK LOGO: CSRC  
 DH6563_PROJECTION: FLUSH
 DH6563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6563+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 DH6563_ROD/PIPE-DEPTH: 3.1  meters
 DH6563
 DH6563  HISTORY     - Date     Condition        Report By
 DH6563  HISTORY     - 20040706 MONUMENTED       CADT
 DH6563
 DH6563                          STATION DESCRIPTION
 DH6563
 DH6563'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6563'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 34.60
 DH6563'ABOUT 5.0 KM  EASTERLY OF BELLA VISTA AND 29.9K M WESTERLY OF ROUND
 DH6563'MTN.  TO REACH THE STATION FROM  THE INTERSECTION OF HIGHWAY 299 AND
 DH6563'DESCHUTES ROAD IN BELLA VISTA GO EASTERLY ON  HIGHWAY 299 4.97KM TO
 DH6563'BRIDGE NO. 6-49 OVER SALT CREEK.  CONTINUE EASTERLY ON HIGHWAY 299
 DH6563'0.06KM TO STATION ON THE RIGHT. THE STATION IS A SURVEY DISK ENCASED
 DH6563'IN PVC PIPE WITH  ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND,
 DH6563'0.8 M NORTH OF AN ORANGE  CARSONITE WITNESS POST, 0.8 M WEST OF A
 DH6563'WHITE CARSONITE POST WITH AMBER REFLECTOR,  13.6M SOUTHRELY OF THE
 DH6563'YELLOW STRIPE OF HIGHWAY 299, 15.8M WESTERLY OF THE YELLOW  STRIPE OF
 DH6563'INDIAN CREEK DRIVE, 3.7M WESTERLY OF CM 34.60 WHICH IS A 0.75 INCH
 DH6563'REBAR WITH A 1.5  INCH ALUMINUM CALTRANS CAP STAMPED CM 34.60,  AND
 DH6563'7.4M SOUTHERLY OF THE EASTERLY END OF  THE SOUTHEASTERLY GUARDRAIL FOR
 DH6563'THE BRIDGE OVER SALT CREEK.
 DH6563' 
 DH6563'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6563'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6564 ***********************************************************************
 DH6564  DESIGNATION -  299 SHA 4.84
 DH6564  PID         -  DH6564
 DH6564  STATE/COUNTY-  CA/SHASTA
 DH6564  USGS QUAD   -  FRENCH GULCH (1979)
 DH6564
 DH6564                         *CURRENT SURVEY CONTROL
 DH6564  ___________________________________________________________________
 DH6564* NAD 83(2007)-  40 40 05.89742(N)    122 41 48.97338(W)     ADJUSTED  
 DH6564* NAVD 88     -       561.6    (meters)    1843.     (feet)  GPS OBS   
 DH6564  ___________________________________________________________________
 DH6564  EPOCH DATE  -        2007.00
 DH6564  X           -  -2,617,290.708 (meters)                     COMP
 DH6564  Y           -  -4,077,328.696 (meters)                     COMP
 DH6564  Z           -   4,134,902.261 (meters)                     COMP
 DH6564  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DH6564  ELLIP HEIGHT-         534.877 (meters)          (02/10/07) ADJUSTED
 DH6564  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DH6564
 DH6564  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6564  Type    PID    Designation                      North   East  Ellip
 DH6564  -------------------------------------------------------------------
 DH6564  NETWORK DH6564 299 SHA 4.84                      1.12   0.98   2.61
 DH6564  -------------------------------------------------------------------
 DH6564
 DH6564.The horizontal coordinates were established by GPS observations
 DH6564.and adjusted by the National Geodetic Survey in February 2007.
 DH6564
 DH6564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6564.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6564.The horizontal coordinates are valid at the epoch date displayed above.
 DH6564.The epoch date for horizontal control is a decimal equivalence
 DH6564.of Year/Month/Day.
 DH6564
 DH6564.The orthometric height was determined by GPS observations and a
 DH6564.high-resolution geoid model.
 DH6564
 DH6564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6564
 DH6564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6564
 DH6564.The ellipsoidal height was determined by GPS observations
 DH6564.and is referenced to NAD 83.
 DH6564
 DH6564.The geoid height was determined by GEOID03.
 DH6564
 DH6564;                    North         East     Units Scale Factor Converg.
 DH6564;SPC CA 1     -   648,465.704 1,941,076.684   MT  0.99989885   -0 27 20.6
 DH6564;SPC CA 1     - 2,127,507.90  6,368,349.09   sFT  0.99989885   -0 27 20.6
 DH6564;UTM  10      - 4,501,980.963   525,615.423   MT  0.99960808   +0 11 51.0
 DH6564
 DH6564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6564!SPC CA 1     -   0.99991610  x   0.99989885  =   0.99981496
 DH6564!UTM  10      -   0.99991610  x   0.99960808  =   0.99952422
 DH6564
 DH6564                          SUPERSEDED SURVEY CONTROL
 DH6564
 DH6564  NAD 83(1998)-  40 40 05.89657(N)    122 41 48.97382(W) AD(2004.69) B
 DH6564  ELLIP H (09/28/05)  534.893  (m)                       GP(       ) 4 1
 DH6564
 DH6564.Superseded values are not recommended for survey control.
 DH6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6564.See file dsdata.txt to determine how the superseded data were derived.
 DH6564
 DH6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL2561501981(NAD 83)
 DH6564_MARKER: DD = SURVEY DISK
 DH6564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6564_STAMPING: 299 SHA 4.84 2004
 DH6564_MARK LOGO: CSRC  
 DH6564_PROJECTION: FLUSH
 DH6564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6564+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 DH6564_ROD/PIPE-DEPTH: 8.7  meters
 DH6564
 DH6564  HISTORY     - Date     Condition        Report By
 DH6564  HISTORY     - 20040713 MONUMENTED       CADT
 DH6564
 DH6564                          STATION DESCRIPTION
 DH6564
 DH6564'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6564'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 4.84
 DH6564'ABOUT 30.9 KM  EASTERLY OF DOUGLAS CITY AND 27.6 KM WESTERLY OF
 DH6564'REDDING. TO REACH THE STATION FROM  THE INTERSECTION OF HIGHWAY 299
 DH6564'AND IRON MTN. ROAD (2.75 KM WESTERLY OF REDDING) GO  WESTERLY ON
 DH6564'HIGHWAY 299 6.15 KM TO KENNEDY MEMORIAL DR. ON THE LEFT.  CONTINUE
 DH6564'EASTERLY ON HIGHWAY 299 12.59 KM TO TRINITY MTN. ROAD (TO FRENCH
 DH6564'GULCH) ON THE RIGHT.   CONTINUE EASTERLY ON HIGHWAY 299 6.13 KM TO A
 DH6564'LARGE GRAVEL TURNOUT ON THE LEFT AND  THE STATION ON THE LEFT. THE
 DH6564'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS  COVER SET IN
 DH6564'CONCRETE FLUSH WITH THE GROUND,  59.4 M SOUTHEAST OF THE YELLOW STRIPE
 DH6564'OF  HIGHWAY 299, 1.8 M NORTH OF A WHITE CARSONITE POST WITH AMBER
 DH6564'REFLECTOR, 2.5 M WEST OF  AN ORANGE CARSONITE WITNESS POST, AND 2.5 M
 DH6564'NORTH OF THE TOP OF SLOPE.
 DH6564' 
 DH6564'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6564'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6088 ***********************************************************************
 DH6088  DESIGNATION -  299 SHA 46.18
 DH6088  PID         -  DH6088
 DH6088  STATE/COUNTY-  CA/SHASTA
 DH6088  USGS QUAD   -  DEVILS ROCK (1990)
 DH6088
 DH6088                         *CURRENT SURVEY CONTROL
 DH6088  ___________________________________________________________________
 DH6088* NAD 83(2007)-  40 45 06.78144(N)    122 02 07.07246(W)     ADJUSTED  
 DH6088* NAVD 88     -       383.51   (meters)    1258.2    (feet)  LEVELING  
 DH6088  ___________________________________________________________________
 DH6088  EPOCH DATE  -        2007.00
 DH6088  X           -  -2,566,750.437 (meters)                     COMP
 DH6088  Y           -  -4,102,033.832 (meters)                     COMP
 DH6088  Z           -   4,141,822.295 (meters)                     COMP
 DH6088  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 DH6088  ELLIP HEIGHT-         357.239 (meters)          (02/10/07) ADJUSTED
 DH6088  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DH6088
 DH6088  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6088  Type    PID    Designation                      North   East  Ellip
 DH6088  -------------------------------------------------------------------
 DH6088  NETWORK DH6088 299 SHA 46.18                     1.35   1.35   3.12
 DH6088  -------------------------------------------------------------------
 DH6088  VERT ORDER  -  THIRD ?
 DH6088
 DH6088.The horizontal coordinates were established by GPS observations
 DH6088.and adjusted by the National Geodetic Survey in February 2007.
 DH6088
 DH6088.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6088.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6088.The horizontal coordinates are valid at the epoch date displayed above.
 DH6088.The epoch date for horizontal control is a decimal equivalence
 DH6088.of Year/Month/Day.
 DH6088
 DH6088.The orthometric height was determined by differential leveling.
 DH6088.The vertical network tie was performed by a horz. field party for horz.
 DH6088.obs reductions. Reset procedures were used to establish the elevation.
 DH6088
 DH6088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6088
 DH6088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6088
 DH6088.The ellipsoidal height was determined by GPS observations
 DH6088.and is referenced to NAD 83.
 DH6088
 DH6088.The geoid height was determined by GEOID03.
 DH6088
 DH6088;                    North         East     Units Scale Factor Converg.
 DH6088;SPC CA 1     -   657,512.312 1,997,019.406   MT  0.99989569   -0 01 23.1
 DH6088;SPC CA 1     - 2,157,188.31  6,551,887.83   sFT  0.99989569   -0 01 23.1
 DH6088;UTM  10      - 4,511,661.960   581,436.983   MT  0.99968163   +0 37 47.2
 DH6088
 DH6088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6088!SPC CA 1     -   0.99994396  x   0.99989569  =   0.99983966
 DH6088!UTM  10      -   0.99994396  x   0.99968163  =   0.99962561
 DH6088
 DH6088                          SUPERSEDED SURVEY CONTROL
 DH6088
 DH6088  NAD 83(1998)-  40 45 06.78034(N)    122 02 07.07240(W) AD(2004.69) A
 DH6088  ELLIP H (09/13/05)  357.254  (m)                       GP(2004.69) 4 1
 DH6088
 DH6088.Superseded values are not recommended for survey control.
 DH6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6088.See file dsdata.txt to determine how the superseded data were derived.
 DH6088
 DH6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL8143711662(NAD 83)
 DH6088_MARKER: DD = SURVEY DISK
 DH6088_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DH6088_STAMPING: 299 SHA 46.18 2004
 DH6088_MARK LOGO: CSRC  
 DH6088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6088+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6088
 DH6088  HISTORY     - Date     Condition        Report By
 DH6088  HISTORY     - 20040819 MONUMENTED       CADT
 DH6088  HISTORY     - 20041005 GOOD             CADT
 DH6088
 DH6088                          STATION DESCRIPTION
 DH6088
 DH6088'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6088'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT  POSTMILE
 DH6088'46.18 ABOUT 23.7 KM NORTHEASTERLY OF BELLA VISTA AND 11.2 KM
 DH6088'SOUTHWESTERLY OF  ROUND MOUNTAIN.   TO REACH THE STATION FROM THE
 DH6088'INTERSECTION OF HIGHWAY 299 AND  BUZZARD ROOST ROAD SOUTHWESTERLY OF
 DH6088'ROUND MOUNTAIN, GO SOUTHWESTERLY ON  HIGHWAY 299 9.17 KM TO OAK RUN
 DH6088'ROAD ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 299 0.90  KM TO THE
 DH6088'STATION ON THE LEFT.   THE STATION IS A SURVEY DISK EPOXIED TO A ROCK
 DH6088'FLUSH WITH  THE GROUND 0.6 M WEST OF A WHITE CARSONITE POST WITH AMBER
 DH6088'REFLECTOR, 1.2 M NORTH OF  AN ORANGE CARSONITE WITNESS POST, 5.2 M
 DH6088'SOUTH OF THE TOE OF THE HIGHWAY FILL, 17.6 M  SOUTH OF THE YELLOW
 DH6088'STRIPE OF HIGHWAY 299, AND 36 M EAST OF A MAILBOX STATION.    THIS
 DH6088'STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT
 DH6088'MODERNIZATION PROJECT.
 DH6088
 DH6088                          STATION RECOVERY (2004)
 DH6088
 DH6088'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6088'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS A PART OF
 DH6088'THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6565 ***********************************************************************
 DH6565  DESIGNATION -  299 SHA 59.17
 DH6565  PID         -  DH6565
 DH6565  STATE/COUNTY-  CA/SHASTA
 DH6565  USGS QUAD   -  MONTGOMERY CREEK (1990)
 DH6565
 DH6565                         *CURRENT SURVEY CONTROL
 DH6565  ___________________________________________________________________
 DH6565* NAD 83(2007)-  40 51 32.89270(N)    121 54 30.21765(W)     ADJUSTED  
 DH6565* NAVD 88     -       901.2    (meters)    2957.     (feet)  GPS OBS   
 DH6565  ___________________________________________________________________
 DH6565  EPOCH DATE  -        2007.00
 DH6565  X           -  -2,553,751.651 (meters)                     COMP
 DH6565  Y           -  -4,101,434.160 (meters)                     COMP
 DH6565  Z           -   4,151,177.514 (meters)                     COMP
 DH6565  LAPLACE CORR-          13.47  (seconds)                    DEFLEC99
 DH6565  ELLIP HEIGHT-         875.873 (meters)          (02/10/07) ADJUSTED
 DH6565  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DH6565
 DH6565  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6565  Type    PID    Designation                      North   East  Ellip
 DH6565  -------------------------------------------------------------------
 DH6565  NETWORK DH6565 299 SHA 59.17                     1.63   1.49   3.63
 DH6565  -------------------------------------------------------------------
 DH6565
 DH6565.The horizontal coordinates were established by GPS observations
 DH6565.and adjusted by the National Geodetic Survey in February 2007.
 DH6565
 DH6565.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6565.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6565.The horizontal coordinates are valid at the epoch date displayed above.
 DH6565.The epoch date for horizontal control is a decimal equivalence
 DH6565.of Year/Month/Day.
 DH6565
 DH6565.The orthometric height was determined by GPS observations and a
 DH6565.high-resolution geoid model.
 DH6565
 DH6565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6565
 DH6565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6565
 DH6565.The ellipsoidal height was determined by GPS observations
 DH6565.and is referenced to NAD 83.
 DH6565
 DH6565.The geoid height was determined by GEOID03.
 DH6565
 DH6565;                    North         East     Units Scale Factor Converg.
 DH6565;SPC CA 1     -   669,424.973 2,007,722.876   MT  0.99989472   +0 03 35.6
 DH6565;SPC CA 1     - 2,196,271.77  6,587,004.14   sFT  0.99989472   +0 03 35.6
 DH6565;UTM  10      - 4,523,693.498   592,001.742   MT  0.99970418   +0 42 51.0
 DH6565
 DH6565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6565!SPC CA 1     -   0.99986263  x   0.99989472  =   0.99975736
 DH6565!UTM  10      -   0.99986263  x   0.99970418  =   0.99956685
 DH6565
 DH6565                          SUPERSEDED SURVEY CONTROL
 DH6565
 DH6565  NAD 83(1998)-  40 51 32.89169(N)    121 54 30.21722(W) AD(2004.69) B
 DH6565  ELLIP H (09/28/05)  875.877  (m)                       GP(       ) 4 1
 DH6565
 DH6565.Superseded values are not recommended for survey control.
 DH6565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6565.See file dsdata.txt to determine how the superseded data were derived.
 DH6565
 DH6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL9200223693(NAD 83)
 DH6565_MARKER: DD = SURVEY DISK
 DH6565_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6565+WITH SETTING: INFORMATION.
 DH6565_STAMPING: 299 SHA 59.17 2004
 DH6565_MARK LOGO: CSRC  
 DH6565_PROJECTION: FLUSH
 DH6565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6565+STABILITY: SURFACE MOTION
 DH6565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6565+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DH6565_ROD/PIPE-DEPTH: 2.2  meters
 DH6565
 DH6565  HISTORY     - Date     Condition        Report By
 DH6565  HISTORY     - 20040715 MONUMENTED       CADT
 DH6565
 DH6565                          STATION DESCRIPTION
 DH6565
 DH6565'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6565'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 59.17
 DH6565'ABOUT4.0 KM  EASTERLY OF MONTGOMERY CREEK AND 25.1 KM WESTERLY OF
 DH6565'BURNEY.  TO REACH THE STATION  FROM THE INTERSECTION OF HIGHWAY 299
 DH6565'AND BIG BEND ROAD (23.7 KM WESTERLY OF BURNEY) GO  EASTERLY ON HIGHWAY
 DH6565'299 1.12 KM TO A TRUCK ESCAPE LANE ON THE RIGHT.  CONTINUE
 DH6565'SOUTHEASTERLY ON HIGHWAY 299 0.29 KM TO THE STATION ON THE RIGHT.  THE
 DH6565'STATION IS A  SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN
 DH6565'CONCRETE FLUSH WITH THE  GROUND,  14.4 M SOUTHWEST OF THE YELLOW
 DH6565'STRIPE OF HIGHWAY 299, 1.0 M NORTHEAST OF AN  ORANGE CARSONITE WITNESS
 DH6565'POST, 1.0 M NORTHWEST OF A WHITE CARSONITE POST WITH AMBER  REFLECTOR,
 DH6565'32 M EAST OF A POWER POLE, 39 M SOUTHWEST OF POWER POLE NUMBER 1615,
 DH6565'107 M  NORTHWEST OF A SIGN RUNAWAY TRUCK RAMP 1/2 MILE, AND 125 M
 DH6565'SOUTHEAST OF THE SOUTHEAST  END OF A GUARDRAIL.
 DH6565' 
 DH6565'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6565'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6566 ***********************************************************************
 DH6566  DESIGNATION -  299 SHA 64.85
 DH6566  PID         -  DH6566
 DH6566  STATE/COUNTY-  CA/SHASTA
 DH6566  USGS QUAD   -  HATCHET MTN PASS (1995)
 DH6566
 DH6566                         *CURRENT SURVEY CONTROL
 DH6566  ___________________________________________________________________
 DH6566* NAD 83(2007)-  40 51 53.61877(N)    121 49 14.04801(W)     ADJUSTED  
 DH6566* NAVD 88     -      1166.9    (meters)    3828.     (feet)  GPS OBS   
 DH6566  ___________________________________________________________________
 DH6566  EPOCH DATE  -        2007.00
 DH6566  X           -  -2,547,347.369 (meters)                     COMP
 DH6566  Y           -  -4,105,159.347 (meters)                     COMP
 DH6566  Z           -   4,151,835.220 (meters)                     COMP
 DH6566  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 DH6566  ELLIP HEIGHT-        1141.981 (meters)          (02/10/07) ADJUSTED
 DH6566  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 DH6566
 DH6566  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6566  Type    PID    Designation                      North   East  Ellip
 DH6566  -------------------------------------------------------------------
 DH6566  NETWORK DH6566 299 SHA 64.85                     1.33   1.23   3.04
 DH6566  -------------------------------------------------------------------
 DH6566
 DH6566.The horizontal coordinates were established by GPS observations
 DH6566.and adjusted by the National Geodetic Survey in February 2007.
 DH6566
 DH6566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6566.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6566.The horizontal coordinates are valid at the epoch date displayed above.
 DH6566.The epoch date for horizontal control is a decimal equivalence
 DH6566.of Year/Month/Day.
 DH6566
 DH6566.The orthometric height was determined by GPS observations and a
 DH6566.high-resolution geoid model.
 DH6566
 DH6566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6566
 DH6566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6566
 DH6566.The ellipsoidal height was determined by GPS observations
 DH6566.and is referenced to NAD 83.
 DH6566
 DH6566.The geoid height was determined by GEOID03.
 DH6566
 DH6566;                    North         East     Units Scale Factor Converg.
 DH6566;SPC CA 1     -   670,075.704 2,015,125.652   MT  0.99989477   +0 07 02.4
 DH6566;SPC CA 1     - 2,198,406.71  6,611,291.41   sFT  0.99989477   +0 07 02.4
 DH6566;UTM  10      - 4,524,428.594   599,395.257   MT  0.99972160   +0 46 18.3
 DH6566
 DH6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6566!SPC CA 1     -   0.99982090  x   0.99989477  =   0.99971569
 DH6566!UTM  10      -   0.99982090  x   0.99972160  =   0.99954255
 DH6566
 DH6566                          SUPERSEDED SURVEY CONTROL
 DH6566
 DH6566  NAD 83(1998)-  40 51 53.61782(N)    121 49 14.04746(W) AD(2004.69) B
 DH6566  ELLIP H (09/28/05) 1141.985  (m)                       GP(       ) 4 1
 DH6566
 DH6566.Superseded values are not recommended for survey control.
 DH6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6566.See file dsdata.txt to determine how the superseded data were derived.
 DH6566
 DH6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL9939524429(NAD 83)
 DH6566_MARKER: DD = SURVEY DISK
 DH6566_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6566+WITH SETTING: INFORMATION.
 DH6566_STAMPING: 299 SHA 64.85 2004
 DH6566_MARK LOGO: CSRC  
 DH6566_PROJECTION: FLUSH
 DH6566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6566+STABILITY: SURFACE MOTION
 DH6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6566+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DH6566_ROD/PIPE-DEPTH: 1.2  meters
 DH6566
 DH6566  HISTORY     - Date     Condition        Report By
 DH6566  HISTORY     - 20040715 MONUMENTED       CADT
 DH6566
 DH6566                          STATION DESCRIPTION
 DH6566
 DH6566'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6566'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 64.85
 DH6566'ABOUT 13.1 KM  EASTERLY OF MONTGOMERY CREEK AND 16.0 KM WESTERLY OF
 DH6566'BURNEY.  TO REACH THE STATION  FROM THE INTERSECTION OF HIGHWAY 299
 DH6566'AND BIG BEND ROAD (23.1 KM WESTERLY OF BURNEY) GO  EASTERLY ON HIGHWAY
 DH6566'299 7.72 KM TO THE EASTERLY END OF FULLER FLAT AND THE STATION ON  THE
 DH6566'RIGHT. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS
 DH6566'COVER SET IN  CONCRETE FLUSH WITH THE GROUND  22.7 M SOUTH OF THE
 DH6566'YELLOW STRIPE OF HIGHWAY 299, 0.9 M  NORTH OF AN ORANGE CARSONITE
 DH6566'WITNESS POS, 1.0 M WEST OF A WHITE CARSONITE POST WITH  AMBER
 DH6566'REFLECTOR, 8.2 M NORTH OF THE SOUTH RIGHT OF WAY FENCE, 38 M EAST OF A
 DH6566'CLUSTER OF 4  CEDAR TREES, AND 54 M EAST OF A CULVERT WITH A CONCRETE
 DH6566'HEADWALL AT POSTMILE 64.81.
 DH6566' 
 DH6566'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6566'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6567 ***********************************************************************
 DH6567  DESIGNATION -  299 SHA 76.07
 DH6567  PID         -  DH6567
 DH6567  STATE/COUNTY-  CA/SHASTA
 DH6567  USGS QUAD   -  BURNEY (1995)
 DH6567
 DH6567                         *CURRENT SURVEY CONTROL
 DH6567  ___________________________________________________________________
 DH6567* NAD 83(2007)-  40 53 31.45545(N)    121 39 04.29977(W)     ADJUSTED  
 DH6567* NAVD 88     -       950.9    (meters)    3120.     (feet)  GPS OBS   
 DH6567  ___________________________________________________________________
 DH6567  EPOCH DATE  -        2007.00
 DH6567  X           -  -2,534,078.571 (meters)                     COMP
 DH6567  Y           -  -4,110,851.180 (meters)                     COMP
 DH6567  Z           -   4,153,976.302 (meters)                     COMP
 DH6567  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DH6567  ELLIP HEIGHT-         926.197 (meters)          (02/10/07) ADJUSTED
 DH6567  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 DH6567
 DH6567  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6567  Type    PID    Designation                      North   East  Ellip
 DH6567  -------------------------------------------------------------------
 DH6567  NETWORK DH6567 299 SHA 76.07                     1.43   1.33   3.06
 DH6567  -------------------------------------------------------------------
 DH6567
 DH6567.The horizontal coordinates were established by GPS observations
 DH6567.and adjusted by the National Geodetic Survey in February 2007.
 DH6567
 DH6567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6567.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6567.The horizontal coordinates are valid at the epoch date displayed above.
 DH6567.The epoch date for horizontal control is a decimal equivalence
 DH6567.of Year/Month/Day.
 DH6567
 DH6567.The orthometric height was determined by GPS observations and a
 DH6567.high-resolution geoid model.
 DH6567
 DH6567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6567
 DH6567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6567
 DH6567.The ellipsoidal height was determined by GPS observations
 DH6567.and is referenced to NAD 83.
 DH6567
 DH6567.The geoid height was determined by GEOID03.
 DH6567
 DH6567;                    North         East     Units Scale Factor Converg.
 DH6567;SPC CA 1     -   673,136.433 2,029,391.484   MT  0.99989513   +0 13 41.1
 DH6567;SPC CA 1     - 2,208,448.45  6,658,095.23   sFT  0.99989513   +0 13 41.1
 DH6567;UTM  10      - 4,527,651.628   613,622.978   MT  0.99975890   +0 52 59.1
 DH6567
 DH6567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6567!SPC CA 1     -   0.99985474  x   0.99989513  =   0.99974988
 DH6567!UTM  10      -   0.99985474  x   0.99975890  =   0.99961367
 DH6567
 DH6567                          SUPERSEDED SURVEY CONTROL
 DH6567
 DH6567  NAD 83(1998)-  40 53 31.45461(N)    121 39 04.29859(W) AD(2004.69) B
 DH6567  ELLIP H (09/28/05)  926.198  (m)                       GP(       ) 4 1
 DH6567
 DH6567.Superseded values are not recommended for survey control.
 DH6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6567.See file dsdata.txt to determine how the superseded data were derived.
 DH6567
 DH6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL1362327652(NAD 83)
 DH6567_MARKER: DD = SURVEY DISK
 DH6567_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6567+WITH SETTING: INFORMATION.
 DH6567_STAMPING: 299 SHA 76.07 2004
 DH6567_MARK LOGO: CSRC  
 DH6567_PROJECTION: FLUSH
 DH6567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6567+STABILITY: SURFACE MOTION
 DH6567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6567+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 DH6567_ROD/PIPE-DEPTH: 2.4  meters
 DH6567
 DH6567  HISTORY     - Date     Condition        Report By
 DH6567  HISTORY     - 20040714 MONUMENTED       CADT
 DH6567
 DH6567                          STATION DESCRIPTION
 DH6567
 DH6567'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6567'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 76.07
 DH6567'ABOUT 1.4 KM  EASTERLY OF THE INTERSECTION OF HIGHWAY 299 AND THE EAST
 DH6567'BRANCH OF BURNEY CREEK IN  DOWNTOWN BURNEY AND 6.5 KM WESTERLY OF THE
 DH6567'INTERSECTION OF HIGHWAYS 299 AND 89, EAST  OF BURNEY.  TO REACH THE
 DH6567'STATION FROM THE INTERSECTION OF HIGHWAY 299 AND THE EAST  BRANCH OF
 DH6567'BURNEY CREEK GO EASTERLY ON HIGHWAY 299 1.38 KM TO THE STATION ON THE
 DH6567'LEFT.  THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS
 DH6567'COVER SET IN CONCRETE FLUSH  WITH THE GROUND 0.8 M NORTHEAST OF A
 DH6567'WHITE CARSONITE POST WITH AMBER REFLECTOR,  14.9 M SOUTHEAST OF AN
 DH6567'ORANGE CARSONITE WITNESS POST, 16.5 M WEST OF THE WESTERLY  YELLOW
 DH6567'STRIPE OF HIGHWAY 299, 14.5 M EAST OF A 6 FOOT CHAIN LINK FENCE T
 DH6567'CORNER, 23.5 M  SOUTHEAST A 6 FOOT CHAIN LINK FENCE T CORNER, 31.5 M
 DH6567'SOUTH OF A JOINT POLE, 46.5 M NORTH OF  A FIRE HYDRANT, AND 106 M
 DH6567'SOUTH OF BLACK RANCH ROAD.
 DH6567' 
 DH6567'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6567'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6568 ***********************************************************************
 DH6568  DESIGNATION -  299 SHA 8.67
 DH6568  PID         -  DH6568
 DH6568  STATE/COUNTY-  CA/SHASTA
 DH6568  USGS QUAD   -  FRENCH GULCH (1979)
 DH6568
 DH6568                         *CURRENT SURVEY CONTROL
 DH6568  ___________________________________________________________________
 DH6568* NAD 83(2007)-  40 39 54.19718(N)    122 38 09.44431(W)     ADJUSTED  
 DH6568* NAVD 88     -       391.4    (meters)    1284.     (feet)  GPS OBS   
 DH6568  ___________________________________________________________________
 DH6568  EPOCH DATE  -        2007.00
 DH6568  X           -  -2,613,006.887 (meters)                     COMP
 DH6568  Y           -  -4,080,201.289 (meters)                     COMP
 DH6568  Z           -   4,134,517.519 (meters)                     COMP
 DH6568  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DH6568  ELLIP HEIGHT-         364.594 (meters)          (02/10/07) ADJUSTED
 DH6568  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DH6568
 DH6568  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6568  Type    PID    Designation                      North   East  Ellip
 DH6568  -------------------------------------------------------------------
 DH6568  NETWORK DH6568 299 SHA 8.67                      1.25   1.08   2.76
 DH6568  -------------------------------------------------------------------
 DH6568
 DH6568.The horizontal coordinates were established by GPS observations
 DH6568.and adjusted by the National Geodetic Survey in February 2007.
 DH6568
 DH6568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6568.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6568.The horizontal coordinates are valid at the epoch date displayed above.
 DH6568.The epoch date for horizontal control is a decimal equivalence
 DH6568.of Year/Month/Day.
 DH6568
 DH6568.The orthometric height was determined by GPS observations and a
 DH6568.high-resolution geoid model.
 DH6568
 DH6568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6568
 DH6568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6568
 DH6568.The ellipsoidal height was determined by GPS observations
 DH6568.and is referenced to NAD 83.
 DH6568
 DH6568.The geoid height was determined by GEOID03.
 DH6568
 DH6568;                    North         East     Units Scale Factor Converg.
 DH6568;SPC CA 1     -   648,065.625 1,946,229.617   MT  0.99989902   -0 24 57.0
 DH6568;SPC CA 1     - 2,126,195.30  6,385,255.00   sFT  0.99989902   -0 24 57.0
 DH6568;UTM  10      - 4,501,639.749   530,771.091   MT  0.99961165   +0 14 14.0
 DH6568
 DH6568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6568!SPC CA 1     -   0.99994281  x   0.99989902  =   0.99984184
 DH6568!UTM  10      -   0.99994281  x   0.99961165  =   0.99955448
 DH6568
 DH6568                          SUPERSEDED SURVEY CONTROL
 DH6568
 DH6568  NAD 83(1998)-  40 39 54.19629(N)    122 38 09.44480(W) AD(2004.69) B
 DH6568  ELLIP H (09/28/05)  364.608  (m)                       GP(       ) 4 1
 DH6568
 DH6568.Superseded values are not recommended for survey control.
 DH6568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6568.See file dsdata.txt to determine how the superseded data were derived.
 DH6568
 DH6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL3077101640(NAD 83)
 DH6568_MARKER: DD = SURVEY DISK
 DH6568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6568+WITH SETTING: INFORMATION.
 DH6568_STAMPING: 299 SHA 8.67 2004
 DH6568_MARK LOGO: CSRC  
 DH6568_PROJECTION: FLUSH
 DH6568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6568+STABILITY: SURFACE MOTION
 DH6568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6568+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 DH6568_ROD/PIPE-DEPTH: 2.4  meters
 DH6568
 DH6568  HISTORY     - Date     Condition        Report By
 DH6568  HISTORY     - 20040713 MONUMENTED       CADT
 DH6568
 DH6568                          STATION DESCRIPTION
 DH6568
 DH6568'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6568'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 8.67
 DH6568'ABOUT 37.1 KM  EASTERLY OF DOUGLAS CITY AND 21.4 KM WESTERLY OF
 DH6568'REDDING.  TO REACH THE STATION FROM  THE INTERSECTION OF HIGHWAY 299
 DH6568'AND IRON MTN. ROAD (2.75 KM WESTERLY OF REDDING) GO  WESTERLY ON
 DH6568'HIGHWAY 299 6.15 KM TO KENNEDY MEMORIAL DR. ON THE LEFT.  CONTINUE
 DH6568'WESTERLY ON HIGHWAY 299 12.55 KM TO STATION ON THE RIGHT.   THE
 DH6568'STATION IS A SURVEY DISK  ENCASED IN PVC PIPE WITH ACCESS COVER SET IN
 DH6568'CONCRETE FLUSHWITH THE GROUND,  15.9 M  NORTH OF THE YELLOW STRIPE OF
 DH6568'HIGHWAY 299, 3.8 M SOUTH OF AN ORANGE CARSONITE WITNESS  POST, 22 M
 DH6568'WEST OF THE WEST END OF THE NORTHWEST GUARDRAIL FOR BRIDGE 6-36 OVER
 DH6568'CLEAR  CREEK, 47 M EAST OF THE INTERSECTION OF HIGHWAY 299 AND TRINITY
 DH6568'MTN ROAD, AND 72 M WEST  OF THE NORTHWEST END OF THE BRIDGE RAIL.
 DH6568' 
 DH6568'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6568'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6569 ***********************************************************************
 DH6569  DESIGNATION -  299 SHA 80.60
 DH6569  PID         -  DH6569
 DH6569  STATE/COUNTY-  CA/SHASTA
 DH6569  USGS QUAD   -  CASSEL (1995)
 DH6569
 DH6569                         *CURRENT SURVEY CONTROL
 DH6569  ___________________________________________________________________
 DH6569* NAD 83(2007)-  40 56 37.03093(N)    121 36 00.17806(W)     ADJUSTED  
 DH6569* NAVD 88     -       972.1    (meters)    3189.     (feet)  GPS OBS   
 DH6569  ___________________________________________________________________
 DH6569  EPOCH DATE  -        2007.00
 DH6569  X           -  -2,528,451.493 (meters)                     COMP
 DH6569  Y           -  -4,109,931.294 (meters)                     COMP
 DH6569  Z           -   4,158,316.695 (meters)                     COMP
 DH6569  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DH6569  ELLIP HEIGHT-         947.510 (meters)          (02/10/07) ADJUSTED
 DH6569  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DH6569
 DH6569  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6569  Type    PID    Designation                      North   East  Ellip
 DH6569  -------------------------------------------------------------------
 DH6569  NETWORK DH6569 299 SHA 80.60                     1.29   1.20   2.88
 DH6569  -------------------------------------------------------------------
 DH6569
 DH6569.The horizontal coordinates were established by GPS observations
 DH6569.and adjusted by the National Geodetic Survey in February 2007.
 DH6569
 DH6569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6569.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6569.The horizontal coordinates are valid at the epoch date displayed above.
 DH6569.The epoch date for horizontal control is a decimal equivalence
 DH6569.of Year/Month/Day.
 DH6569
 DH6569.The orthometric height was determined by GPS observations and a
 DH6569.high-resolution geoid model.
 DH6569
 DH6569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6569
 DH6569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6569
 DH6569.The ellipsoidal height was determined by GPS observations
 DH6569.and is referenced to NAD 83.
 DH6569
 DH6569.The geoid height was determined by GEOID03.
 DH6569
 DH6569;                    North         East     Units Scale Factor Converg.
 DH6569;SPC CA 1     -   678,878.797 2,033,674.965   MT  0.99989642   +0 15 41.5
 DH6569;SPC CA 1     - 2,227,288.19  6,672,148.61   sFT  0.99989642   +0 15 41.5
 DH6569;UTM  10      - 4,533,441.862   617,839.933   MT  0.99977091   +0 55 03.1
 DH6569
 DH6569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6569!SPC CA 1     -   0.99985139  x   0.99989642  =   0.99974783
 DH6569!UTM  10      -   0.99985139  x   0.99977091  =   0.99962234
 DH6569
 DH6569                          SUPERSEDED SURVEY CONTROL
 DH6569
 DH6569  NAD 83(1998)-  40 56 37.03010(N)    121 36 00.17669(W) AD(2004.69) B
 DH6569  ELLIP H (09/28/05)  947.510  (m)                       GP(       ) 4 1
 DH6569
 DH6569.Superseded values are not recommended for survey control.
 DH6569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6569.See file dsdata.txt to determine how the superseded data were derived.
 DH6569
 DH6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL1784033442(NAD 83)
 DH6569_MARKER: DD = SURVEY DISK
 DH6569_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6569_SP_SET: TOP SECURITY ROD
 DH6569_STAMPING: 299 SHA 80.60 2004
 DH6569_MARK LOGO: CSRC  
 DH6569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6569+STABILITY: SURFACE MOTION
 DH6569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6569+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DH6569
 DH6569  HISTORY     - Date     Condition        Report By
 DH6569  HISTORY     - 20040715 MONUMENTED       CADT
 DH6569
 DH6569                          STATION DESCRIPTION
 DH6569
 DH6569'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6569'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 80.60
 DH6569'ABOUT 9.0 KM  EASTERLY OF BURNEY AND 17.7 KM WESTERLY OF FALL RIVER
 DH6569'MILLS.  TO REACH THE STATION FROM  THE INTERSECTION OF HIGHWAYS 299
 DH6569'AND 89 (8.2 KM EASTERLY OF BURNEY) GO EASTERLY ON  HIGHWAY 299 0.82 KM
 DH6569'TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK ON ROD SET
 DH6569'IN CONCRETE FLUSH WITH THE GROUND,  0.9 M NORTHWEST OF AN ORANGE
 DH6569'CARSONITE WITNESS  POST, 0.9 M SOUTHWEST OF A WHITE CARSONITE POST
 DH6569'WITH AMBER REFLECTOR, 18 M SOUTH OF THE  YELLOW STRIPE OF HIGHWAY 299,
 DH6569'0.9 M WEST OF A WHITE CARSONITE POST WITH AMBER  REFLECTOR, 5.2 M
 DH6569'SOUTH OF THE TOP OF A HIGHWAY CUT, 19 M EAST OF A 600 MM WHITE OAK
 DH6569'TREE,  26.5 M WEST OF A 800 MM DIGGER PINE, AND 367 M EAST OF A STOP
 DH6569'SIGN AHEAD WARNING SIGN WITH  FLASHER FOR THE INTERSECTION OF HIGHWAY
 DH6569'89 AND HIGHWAY 299
 DH6569' 
 DH6569'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6569'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6570 ***********************************************************************
 DH6570  DESIGNATION -  299 SHA 90.15
 DH6570  PID         -  DH6570
 DH6570  STATE/COUNTY-  CA/SHASTA
 DH6570  USGS QUAD   -  HOGBACK RIDGE (1995)
 DH6570
 DH6570                         *CURRENT SURVEY CONTROL
 DH6570  ___________________________________________________________________
 DH6570* NAD 83(2007)-  40 59 42.44426(N)    121 27 47.23622(W)     ADJUSTED  
 DH6570* NAVD 88     -      1052.8    (meters)    3454.     (feet)  GPS OBS   
 DH6570  ___________________________________________________________________
 DH6570  EPOCH DATE  -        2007.00
 DH6570  X           -  -2,516,696.348 (meters)                     COMP
 DH6570  Y           -  -4,112,814.979 (meters)                     COMP
 DH6570  Z           -   4,162,689.061 (meters)                     COMP
 DH6570  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DH6570  ELLIP HEIGHT-        1028.361 (meters)          (02/10/07) ADJUSTED
 DH6570  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 DH6570
 DH6570  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6570  Type    PID    Designation                      North   East  Ellip
 DH6570  -------------------------------------------------------------------
 DH6570  NETWORK DH6570 299 SHA 90.15                     1.47   1.27   2.78
 DH6570  -------------------------------------------------------------------
 DH6570
 DH6570.The horizontal coordinates were established by GPS observations
 DH6570.and adjusted by the National Geodetic Survey in February 2007.
 DH6570
 DH6570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6570.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6570.The horizontal coordinates are valid at the epoch date displayed above.
 DH6570.The epoch date for horizontal control is a decimal equivalence
 DH6570.of Year/Month/Day.
 DH6570
 DH6570.The orthometric height was determined by GPS observations and a
 DH6570.high-resolution geoid model.
 DH6570
 DH6570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6570
 DH6570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6570
 DH6570.The ellipsoidal height was determined by GPS observations
 DH6570.and is referenced to NAD 83.
 DH6570
 DH6570.The geoid height was determined by GEOID03.
 DH6570
 DH6570;                    North         East     Units Scale Factor Converg.
 DH6570;SPC CA 1     -   684,659.391 2,045,168.862   MT  0.99989852   +0 21 03.8
 DH6570;SPC CA 1     - 2,246,253.35  6,709,858.17   sFT  0.99989852   +0 21 03.8
 DH6570;UTM  10      - 4,539,353.148   629,265.581   MT  0.99980566   +1 00 30.0
 DH6570
 DH6570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6570!SPC CA 1     -   0.99983872  x   0.99989852  =   0.99973725
 DH6570!UTM  10      -   0.99983872  x   0.99980566  =   0.99964441
 DH6570
 DH6570                          SUPERSEDED SURVEY CONTROL
 DH6570
 DH6570  NAD 83(1998)-  40 59 42.44353(N)    121 27 47.23471(W) AD(2004.69) B
 DH6570  ELLIP H (09/28/05) 1028.360  (m)                       GP(       ) 4 1
 DH6570
 DH6570.Superseded values are not recommended for survey control.
 DH6570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6570.See file dsdata.txt to determine how the superseded data were derived.
 DH6570
 DH6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL2926639353(NAD 83)
 DH6570_MARKER: DD = SURVEY DISK
 DH6570_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6570+WITH SETTING: INFORMATION.
 DH6570_STAMPING: 299 SHA 90.15 2004
 DH6570_MARK LOGO: CSRC  
 DH6570_PROJECTION: FLUSH
 DH6570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6570+STABILITY: SURFACE MOTION
 DH6570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6570+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DH6570_ROD/PIPE-DEPTH: 2.3  meters
 DH6570
 DH6570  HISTORY     - Date     Condition        Report By
 DH6570  HISTORY     - 20040715 MONUMENTED       CADT
 DH6570
 DH6570                          STATION DESCRIPTION
 DH6570
 DH6570'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6570'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 90.15
 DH6570'ABOUT 23.4 KM  EASTERLY OF BURNEY AND 2.34 KM WESTERLY OF FALL RIVER
 DH6570'MILLS.  TO REACH THE STATION FROM  THE INTERSECTION OF HIGHWAY 299 AND
 DH6570'GOLF COURSE DR. IN WEST FALL RIVER MILLS GO  WESTERLY ON HIGHWAY 299
 DH6570'1.40 KM TO THE STATION ON THE LEFT. THE STATION IS A SURVEY DISK
 DH6570'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE
 DH6570'GROUND  26.8 M  SOUTHEAST OF THE YELLOW STRIPE OF HIGHWAY 299, 1.0 M
 DH6570'NORTHWEST OF AN ORANGE CARSONITE  WITNESS POST, 1.0 M SOUTHWEST OF A
 DH6570'WHITE CARSONITE POST WITH AMBER REFLECTOR, 8.8 M  NORTHWEST OF THE
 DH6570'CENTER OF A DIRT TRACK RUNNING NORTHEAST TO SOUTHWEST, 30.8 M SOUTH
 DH6570'OF A 457 MM CULVERT WITH CONCRETE HEADWALL, AND 57 M SOUTHWEST OF A
 DH6570'PRIVATE DRIVEWAY.
 DH6570' 
 DH6570'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6570'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6382 ***********************************************************************
 DH6382  DESIGNATION -  299 TRI 24.07
 DH6382  PID         -  DH6382
 DH6382  STATE/COUNTY-  CA/TRINITY
 DH6382  USGS QUAD   -  DEL LOMA (1982)
 DH6382
 DH6382                         *CURRENT SURVEY CONTROL
 DH6382  ___________________________________________________________________
 DH6382* NAD 83(2007)-  40 46 19.21375(N)    123 18 35.92156(W)     ADJUSTED  
 DH6382* NAVD 88     -       351.96   (meters)    1154.7    (feet)  LEVELING  
 DH6382  ___________________________________________________________________
 DH6382  EPOCH DATE  -        2007.00
 DH6382  X           -  -2,656,552.568 (meters)                     COMP
 DH6382  Y           -  -4,042,680.325 (meters)                     COMP
 DH6382  Z           -   4,143,493.631 (meters)                     COMP
 DH6382  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 DH6382  ELLIP HEIGHT-         324.931 (meters)          (02/10/07) ADJUSTED
 DH6382  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DH6382
 DH6382  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6382  Type    PID    Designation                      North   East  Ellip
 DH6382  -------------------------------------------------------------------
 DH6382  NETWORK DH6382 299 TRI 24.07                     1.25   1.20   3.10
 DH6382  -------------------------------------------------------------------
 DH6382  VERT ORDER  -  THIRD ?
 DH6382
 DH6382.The horizontal coordinates were established by GPS observations
 DH6382.and adjusted by the National Geodetic Survey in February 2007.
 DH6382
 DH6382.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6382.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6382.The horizontal coordinates are valid at the epoch date displayed above.
 DH6382.The epoch date for horizontal control is a decimal equivalence
 DH6382.of Year/Month/Day.
 DH6382
 DH6382.The orthometric height was determined by differential leveling.
 DH6382.The vertical network tie was performed by a horz. field party for horz.
 DH6382.obs reductions. Reset procedures were used to establish the elevation.
 DH6382
 DH6382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6382
 DH6382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6382
 DH6382.The ellipsoidal height was determined by GPS observations
 DH6382.and is referenced to NAD 83.
 DH6382
 DH6382.The geoid height was determined by GEOID03.
 DH6382
 DH6382;                    North         East     Units Scale Factor Converg.
 DH6382;SPC CA 1     -   660,572.392 1,889,421.532   MT  0.99989524   -0 51 23.7
 DH6382;SPC CA 1     - 2,167,227.92  6,198,877.14   sFT  0.99989524   -0 51 23.7
 DH6382;UTM  10      - 4,513,494.037   473,840.713   MT  0.99960842   -0 12 08.8
 DH6382
 DH6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6382!SPC CA 1     -   0.99994903  x   0.99989524  =   0.99984428
 DH6382!UTM  10      -   0.99994903  x   0.99960842  =   0.99955747
 DH6382
 DH6382                          SUPERSEDED SURVEY CONTROL
 DH6382
 DH6382  NAD 83(1998)-  40 46 19.21265(N)    123 18 35.92179(W) AD(2004.69) B
 DH6382  ELLIP H (09/28/05)  324.944  (m)                       GP(       ) 4 1
 DH6382
 DH6382.Superseded values are not recommended for survey control.
 DH6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6382.See file dsdata.txt to determine how the superseded data were derived.
 DH6382
 DH6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL7384113494(NAD 83)
 DH6382_MARKER: DD = SURVEY DISK
 DH6382_SETTING: 66 = SET IN ROCK OUTCROP
 DH6382_STAMPING: CM 24.07
 DH6382_MARK LOGO: CADT  
 DH6382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6382+STABILITY: POSITION/ELEVATION WELL
 DH6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6382+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6382
 DH6382  HISTORY     - Date     Condition        Report By
 DH6382  HISTORY     - 199903   MONUMENTED       CADT
 DH6382  HISTORY     - 20031231 GOOD             CADT
 DH6382
 DH6382                          STATION DESCRIPTION
 DH6382
 DH6382'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6382'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 24.07
 DH6382'ABOUT 3.7 KM  SOUTHEASTERLY FROM DEL LOMA AND 7.2 KM WESTERLY OF BIG
 DH6382'BAR, CALIFORNIA AND 1.27 KM  SOUTHEASTERLY FROM THE INTERSECTION OF
 DH6382'BIG FRENCH CREEK ROAD.  TO REACH THE STATION  FROM THE POST OFFICE IN
 DH6382'DEL LOMA GO EAST ON HIGHWAY 299 2.5 KM TO BIGFRENCH CREEK ROAD  ON THE
 DH6382'LEFT.  CONTINUE EAST ON HIGHWAY 299 1.3 KM TO THE STATION ON THE
 DH6382'RIGHT.  THE  STATION IS A SURVEY DISK EPOXIED TO EXPOSED BEDROCK 2.2 M
 DH6382'NORTH OF AN ORANGE CARSONITE  WITNESS POST, 4.4 M EAST OF A METAL
 DH6382'GUARD POST, 6.4 M NORTHEAST OF THE TOP OF BANK, AND 18  M SOUTHWEST OF
 DH6382'THE YELLOW STRIPE OF HIGHWAY 299.
 DH6382' 
 DH6382'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6382'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6383 ***********************************************************************
 DH6383  DESIGNATION -  299 TRI 36.28
 DH6383  PID         -  DH6383
 DH6383  STATE/COUNTY-  CA/TRINITY
 DH6383  USGS QUAD   -  HELENA (1982)
 DH6383
 DH6383                         *CURRENT SURVEY CONTROL
 DH6383  ___________________________________________________________________
 DH6383* NAD 83(2007)-  40 46 09.13269(N)    123 08 10.36298(W)     ADJUSTED  
 DH6383* NAVD 88     -       424.46   (meters)    1392.6    (feet)  LEVELING  
 DH6383  ___________________________________________________________________
 DH6383  EPOCH DATE  -        2007.00
 DH6383  X           -  -2,644,420.975 (meters)                     COMP
 DH6383  Y           -  -4,050,934.830 (meters)                     COMP
 DH6383  Z           -   4,143,305.761 (meters)                     COMP
 DH6383  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DH6383  ELLIP HEIGHT-         397.901 (meters)          (02/10/07) ADJUSTED
 DH6383  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DH6383
 DH6383  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6383  Type    PID    Designation                      North   East  Ellip
 DH6383  -------------------------------------------------------------------
 DH6383  NETWORK DH6383 299 TRI 36.28                     1.71   1.27   3.27
 DH6383  -------------------------------------------------------------------
 DH6383  VERT ORDER  -  THIRD ?
 DH6383
 DH6383.The horizontal coordinates were established by GPS observations
 DH6383.and adjusted by the National Geodetic Survey in February 2007.
 DH6383
 DH6383.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6383.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6383.The horizontal coordinates are valid at the epoch date displayed above.
 DH6383.The epoch date for horizontal control is a decimal equivalence
 DH6383.of Year/Month/Day.
 DH6383
 DH6383.The orthometric height was determined by differential leveling.
 DH6383.The vertical network tie was performed by a horz. field party for horz.
 DH6383.obs reductions. Reset procedures were used to establish the elevation.
 DH6383
 DH6383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6383
 DH6383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6383
 DH6383.The ellipsoidal height was determined by GPS observations
 DH6383.and is referenced to NAD 83.
 DH6383
 DH6383.The geoid height was determined by GEOID03.
 DH6383
 DH6383;                    North         East     Units Scale Factor Converg.
 DH6383;SPC CA 1     -   660,056.734 1,904,084.651   MT  0.99989530   -0 44 34.6
 DH6383;SPC CA 1     - 2,165,536.13  6,246,984.39   sFT  0.99989530   -0 44 34.6
 DH6383;UTM  10      - 4,513,145.901   488,504.499   MT  0.99960163   -0 05 20.2
 DH6383
 DH6383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6383!SPC CA 1     -   0.99993759  x   0.99989530  =   0.99983289
 DH6383!UTM  10      -   0.99993759  x   0.99960163  =   0.99953924
 DH6383
 DH6383                          SUPERSEDED SURVEY CONTROL
 DH6383
 DH6383  NAD 83(1998)-  40 46 09.13195(N)    123 08 10.36300(W) AD(2004.69) B
 DH6383  ELLIP H (09/28/05)  397.906  (m)                       GP(       ) 4 1
 DH6383
 DH6383.Superseded values are not recommended for survey control.
 DH6383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6383.See file dsdata.txt to determine how the superseded data were derived.
 DH6383
 DH6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL8850413146(NAD 83)
 DH6383_MARKER: DD = SURVEY DISK
 DH6383_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DH6383_SP_SET: BRASS DISK EPOXIED IN BEDROCK
 DH6383_STAMPING: 5-299 36.28
 DH6383_MARK LOGO: CADT  
 DH6383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6383+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6383
 DH6383  HISTORY     - Date     Condition        Report By
 DH6383  HISTORY     - 200209   MONUMENTED       CADT
 DH6383  HISTORY     - 20031231 GOOD             CADT
 DH6383
 DH6383                          STATION DESCRIPTION
 DH6383
 DH6383'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6383'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299, IN TRINITY
 DH6383'COUNTY AT POST MILE  36.28 ABOUT 1.4 KM SOUTHWESTERLY OF HELENA.  TO
 DH6383'REACH THE STATION FROM THE  INTERSECTION OF HIGHWAY 299 AND NORTH FORK
 DH6383'TRINITY RIVER ROAD (TO HELENA) GO  WESTERLYABOUT 1 KM ON HIGHWAY 299
 DH6383'TO THE STATION ON THE LEFT IN A GRAVEL AND ROCK  TURN OUT.  THE
 DH6383'STATION IS A STANDARD CADT BRASS DISK STAMPED 5-299 36.28, EPOXIED
 DH6383'INTO  EXPOSED BEDROCK 24.2 M SOUTHERLY OF DOUBLE YELLOW STRIPE IN
 DH6383'HIGHWAY AND 0.10M ABOVE  GROUND FLUSH WITH TOP OF EXPOSED BEDROCK.
 DH6383' 
 DH6383'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6383'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6571 ***********************************************************************
 DH6571  DESIGNATION -  299 TRI 47.70
 DH6571  PID         -  DH6571
 DH6571  STATE/COUNTY-  CA/TRINITY
 DH6571  USGS QUAD   -  WEAVERVILLE (1982)
 DH6571
 DH6571                         *CURRENT SURVEY CONTROL
 DH6571  ___________________________________________________________________
 DH6571* NAD 83(2007)-  40 44 20.00335(N)    122 59 49.87509(W)     ADJUSTED  
 DH6571* NAVD 88     -       814.7    (meters)    2673.     (feet)  GPS OBS   
 DH6571  ___________________________________________________________________
 DH6571  EPOCH DATE  -        2007.00
 DH6571  X           -  -2,635,941.758 (meters)                     COMP
 DH6571  Y           -  -4,059,430.592 (meters)                     COMP
 DH6571  Z           -   4,141,010.213 (meters)                     COMP
 DH6571  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 DH6571  ELLIP HEIGHT-         788.110 (meters)          (02/10/07) ADJUSTED
 DH6571  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DH6571
 DH6571  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6571  Type    PID    Designation                      North   East  Ellip
 DH6571  -------------------------------------------------------------------
 DH6571  NETWORK DH6571 299 TRI 47.70                     1.43   1.10   3.08
 DH6571  -------------------------------------------------------------------
 DH6571
 DH6571.The horizontal coordinates were established by GPS observations
 DH6571.and adjusted by the National Geodetic Survey in February 2007.
 DH6571
 DH6571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6571.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6571.The horizontal coordinates are valid at the epoch date displayed above.
 DH6571.The epoch date for horizontal control is a decimal equivalence
 DH6571.of Year/Month/Day.
 DH6571
 DH6571.The orthometric height was determined by GPS observations and a
 DH6571.high-resolution geoid model.
 DH6571
 DH6571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6571
 DH6571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6571
 DH6571.The ellipsoidal height was determined by GPS observations
 DH6571.and is referenced to NAD 83.
 DH6571
 DH6571.The geoid height was determined by GEOID03.
 DH6571
 DH6571;                    North         East     Units Scale Factor Converg.
 DH6571;SPC CA 1     -   656,548.122 1,915,781.797   MT  0.99989604   -0 39 07.4
 DH6571;SPC CA 1     - 2,154,024.96  6,285,360.78   sFT  0.99989604   -0 39 07.4
 DH6571;UTM  10      - 4,509,772.017   500,237.464   MT  0.99960000   +0 00 06.6
 DH6571
 DH6571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6571!SPC CA 1     -   0.99987639  x   0.99989604  =   0.99977244
 DH6571!UTM  10      -   0.99987639  x   0.99960000  =   0.99947644
 DH6571
 DH6571                          SUPERSEDED SURVEY CONTROL
 DH6571
 DH6571  NAD 83(1998)-  40 44 20.00272(N)    122 59 49.87514(W) AD(2004.69) B
 DH6571  ELLIP H (09/28/05)  788.115  (m)                       GP(       ) 4 1
 DH6571
 DH6571.Superseded values are not recommended for survey control.
 DH6571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6571.See file dsdata.txt to determine how the superseded data were derived.
 DH6571
 DH6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL0023709772(NAD 83)
 DH6571_MARKER: DD = SURVEY DISK
 DH6571_SETTING: 66 = SET IN ROCK OUTCROP
 DH6571_STAMPING: 299 TRI 47.70 2004
 DH6571_MARK LOGO: CSRC  
 DH6571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6571+STABILITY: POSITION/ELEVATION WELL
 DH6571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6571+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DH6571
 DH6571  HISTORY     - Date     Condition        Report By
 DH6571  HISTORY     - 20040806 MONUMENTED       CADT
 DH6571
 DH6571                          STATION DESCRIPTION
 DH6571
 DH6571'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6571'THE STATION IS LOCATED ADJACENT TO HIGHWAY 299  AT POSTMILE 47.70
 DH6571'ABOUT 6.9 KM  WEST OF JUNCTION CITY AND 4.7 KM EASTERLY OF
 DH6571'WEAVERVILLE.  TO REACH THE STATION  FROM THE INTERSECTION OF HIGHWAY
 DH6571'299 AND HIGHWAY 3 NORTH IN WEAVERVILLE GO WEST ON  HIGHWAY 299 4.76 KM
 DH6571'TO GLENNISON GAP ROAD ON THE RIGHT.  CONTINUE WEST  ON HIGHWAY 299
 DH6571'1.46 KM TO THE STATION ON THE RIGHT. THE STATION IS A SURVEY DISK SET
 DH6571'IN THE  TOP OF EXPOSED BEDROCK IN A HIGHWAY CUT 6.2 M SOUTHEAST OF AN
 DH6571'ORANGE CARSONITE  WITNESS POST, 18 M NORTHWEST OF A 300 MM DIAMETER
 DH6571'DIGGER PINE, 20 M SOUTH OF A BLM  BRASS CAP ON IRON PIPE MARKED CCC S4
 DH6571'S3 MS 1042 LOT 46 1985, 22 M SOUTHEAST OF THE TOP OF A  SHARP SPUR
 DH6571'RIDGE THAT DESCENDS WEST, AND 58 M NORTHWEST OF THE YELLOW STRIPE OF
 DH6571'HIGHWAY 299.
 DH6571' 
 DH6571'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6571'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6572 ***********************************************************************
 DH6572  DESIGNATION -  299 TRI 5.36
 DH6572  PID         -  DH6572
 DH6572  STATE/COUNTY-  CA/TRINITY
 DH6572  USGS QUAD   -  HENNESSY PEAK (1979)
 DH6572
 DH6572                         *CURRENT SURVEY CONTROL
 DH6572  ___________________________________________________________________
 DH6572* NAD 83(2007)-  40 52 14.82854(N)    123 31 28.09186(W)     ADJUSTED  
 DH6572* NAVD 88     -       223.0    (meters)     732.     (feet)  GPS OBS   
 DH6572  ___________________________________________________________________
 DH6572  EPOCH DATE  -        2007.00
 DH6572  X           -  -2,667,653.233 (meters)                     COMP
 DH6572  Y           -  -4,026,646.891 (meters)                     COMP
 DH6572  Z           -   4,151,710.632 (meters)                     COMP
 DH6572  LAPLACE CORR-           8.70  (seconds)                    DEFLEC99
 DH6572  ELLIP HEIGHT-         195.324 (meters)          (02/10/07) ADJUSTED
 DH6572  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DH6572
 DH6572  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6572  Type    PID    Designation                      North   East  Ellip
 DH6572  -------------------------------------------------------------------
 DH6572  NETWORK DH6572 299 TRI 5.36                      1.55   1.53   3.35
 DH6572  -------------------------------------------------------------------
 DH6572
 DH6572.The horizontal coordinates were established by GPS observations
 DH6572.and adjusted by the National Geodetic Survey in February 2007.
 DH6572
 DH6572.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6572.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6572.The horizontal coordinates are valid at the epoch date displayed above.
 DH6572.The epoch date for horizontal control is a decimal equivalence
 DH6572.of Year/Month/Day.
 DH6572
 DH6572.The orthometric height was determined by GPS observations and a
 DH6572.high-resolution geoid model.
 DH6572
 DH6572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6572
 DH6572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6572
 DH6572.The ellipsoidal height was determined by GPS observations
 DH6572.and is referenced to NAD 83.
 DH6572
 DH6572.The geoid height was determined by GEOID03.
 DH6572
 DH6572;                    North         East     Units Scale Factor Converg.
 DH6572;SPC CA 1     -   671,832.191 1,871,508.277   MT  0.99989483   -0 59 48.6
 DH6572;SPC CA 1     - 2,204,169.45  6,140,106.74   sFT  0.99989483   -0 59 48.6
 DH6572;UTM  10      - 4,524,545.572   455,805.155   MT  0.99962404   -0 20 35.5
 DH6572
 DH6572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6572!SPC CA 1     -   0.99996936  x   0.99989483  =   0.99986420
 DH6572!UTM  10      -   0.99996936  x   0.99962404  =   0.99959341
 DH6572
 DH6572                          SUPERSEDED SURVEY CONTROL
 DH6572
 DH6572  NAD 83(1998)-  40 52 14.82695(N)    123 31 28.09244(W) AD(2004.69) B
 DH6572  ELLIP H (09/28/05)  195.348  (m)                       GP(       ) 4 1
 DH6572
 DH6572.Superseded values are not recommended for survey control.
 DH6572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6572.See file dsdata.txt to determine how the superseded data were derived.
 DH6572
 DH6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL5580524546(NAD 83)
 DH6572_MARKER: DD = SURVEY DISK
 DH6572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6572_STAMPING: 299 TRI 5.36 2004
 DH6572_MARK LOGO: CSRC  
 DH6572_PROJECTION: FLUSH
 DH6572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6572+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DH6572_ROD/PIPE-DEPTH: 3.4  meters
 DH6572
 DH6572  HISTORY     - Date     Condition        Report By
 DH6572  HISTORY     - 20040727 MONUMENTED       CADT
 DH6572
 DH6572                          STATION DESCRIPTION
 DH6572
 DH6572'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6572'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 5.36
 DH6572'ABOUT 6.5 KM  EASTERLY OF SAWYER AND 0.13 KM WESTERLY OF THE
 DH6572'INTERSECTION OF HIGHWAY 299 AND CO.  ROAD 402 (DENNY ROAD) IN HAWKINS
 DH6572'BAR.  TO REACH THE STATION FROM THE INTERSECTION OF  HIGHWAY 299 AND
 DH6572'CO. ROAD 402 IN HAWKINGS BAR GO WESTERLY ON HIGHWAY 299 0.13 KM TO THE
 DH6572'STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK ENCASED IN PVC
 DH6572'PIPE WITH ACCESS COVER  SET IN CONCRETE FLUSH WITH THE GROUND 0.8 M
 DH6572'SOUTH OF AN ORANGE CARSONITE WITNESS  POST, 1.1 M EAST OF A WHITE
 DH6572'CARSONITE POST WITH AMBER REFLECTOR, 14.2 M NORTH OF THE  YELLOW
 DH6572'STRIPE OF HIGHWAY 299, 16.6 M WEST OF A 400 MM APPLE TREE, AND 39.3 M
 DH6572'EAST OF A  POWER POLE.
 DH6572' 
 DH6572'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6572'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6384 ***********************************************************************
 DH6384  DESIGNATION -  299 TRI 52.66
 DH6384  PID         -  DH6384
 DH6384  STATE/COUNTY-  CA/TRINITY
 DH6384  USGS QUAD   -  WEAVERVILLE (1982)
 DH6384
 DH6384                         *CURRENT SURVEY CONTROL
 DH6384  ___________________________________________________________________
 DH6384* NAD 83(2007)-  40 43 14.92762(N)    122 55 41.88629(W)     ADJUSTED  
 DH6384* NAVD 88     -       607.53   (meters)    1993.2    (feet)  LEVELING  
 DH6384  ___________________________________________________________________
 DH6384  EPOCH DATE  -        2007.00
 DH6384  X           -  -2,631,685.982 (meters)                     COMP
 DH6384  Y           -  -4,063,564.512 (meters)                     COMP
 DH6384  Z           -   4,139,353.662 (meters)                     COMP
 DH6384  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DH6384  ELLIP HEIGHT-         580.898 (meters)          (02/10/07) ADJUSTED
 DH6384  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DH6384
 DH6384  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6384  Type    PID    Designation                      North   East  Ellip
 DH6384  -------------------------------------------------------------------
 DH6384  NETWORK DH6384 299 TRI 52.66                     1.10   0.92   2.47
 DH6384  -------------------------------------------------------------------
 DH6384  VERT ORDER  -  THIRD ?
 DH6384
 DH6384.The horizontal coordinates were established by GPS observations
 DH6384.and adjusted by the National Geodetic Survey in February 2007.
 DH6384
 DH6384.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6384.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6384.The horizontal coordinates are valid at the epoch date displayed above.
 DH6384.The epoch date for horizontal control is a decimal equivalence
 DH6384.of Year/Month/Day.
 DH6384
 DH6384.The orthometric height was determined by differential leveling.
 DH6384.The vertical network tie was performed by a horz. field party for horz.
 DH6384.obs reductions. Reset procedures were used to establish the elevation.
 DH6384
 DH6384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6384
 DH6384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6384
 DH6384.The ellipsoidal height was determined by GPS observations
 DH6384.and is referenced to NAD 83.
 DH6384
 DH6384.The geoid height was determined by GEOID03.
 DH6384
 DH6384;                    North         East     Units Scale Factor Converg.
 DH6384;SPC CA 1     -   654,477.139 1,921,578.106   MT  0.99989662   -0 36 25.2
 DH6384;SPC CA 1     - 2,147,230.41  6,304,377.50   sFT  0.99989662   -0 36 25.2
 DH6384;UTM  10      - 4,507,767.906   506,055.305   MT  0.99960045   +0 02 48.4
 DH6384
 DH6384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6384!SPC CA 1     -   0.99990889  x   0.99989662  =   0.99980552
 DH6384!UTM  10      -   0.99990889  x   0.99960045  =   0.99950937
 DH6384
 DH6384                          SUPERSEDED SURVEY CONTROL
 DH6384
 DH6384  NAD 83(1998)-  40 43 14.92681(N)    122 55 41.88646(W) AD(2004.69) B
 DH6384  ELLIP H (09/28/05)  580.913  (m)                       GP(       ) 4 1
 DH6384
 DH6384.Superseded values are not recommended for survey control.
 DH6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6384.See file dsdata.txt to determine how the superseded data were derived.
 DH6384
 DH6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL0605507768(NAD 83)
 DH6384_MARKER: DD = SURVEY DISK
 DH6384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6384_SP_SET: BRASS DISK EPOXIED IN CONC. CURB
 DH6384_STAMPING: 5-299 52.66
 DH6384_MARK LOGO: CADT  
 DH6384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6384+STABILITY: SURFACE MOTION
 DH6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6384+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6384
 DH6384  HISTORY     - Date     Condition        Report By
 DH6384  HISTORY     - 200103   MONUMENTED       CADT
 DH6384  HISTORY     - 20031231 GOOD             CADT
 DH6384
 DH6384                          STATION DESCRIPTION
 DH6384
 DH6384'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6384'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE 52.66
 DH6384'IN THE TOWN OF  WEAVERVILLE .TO REACH THE STATION FROM THE JUNCTION OF
 DH6384'STATE HIGHWAYS 299 AND 3 IN  WEAVERVILLE GO SOUTHEASTERLY ON HIGHWAY
 DH6384'299 1.8 KM TO STATION ON THE LEFT.THE STATION  IS A STANDARD CADT
 DH6384'BRASS DISK STAMPED 5-299 52.66 SET FLUSH IN THE TOP OF CONCRETE CURB
 DH6384'IN  SIDEWALK 1.6 M SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST, 1.6
 DH6384'M SOUTHWEST OF  THEBACK OF SIDEWALK, 12.1M SOUTHEASTERLY OF THE CENTER
 DH6384'OF HIGHWAY 299, 40M SOUTH OF THE  SOUTHWEST CORNER OF THE BURGER KING
 DH6384'BUILDING, 44 M EAST OF THE SOUTHEAST CORNER OF  THE ROUND TABLE PIZZA
 DH6384'BUILDING, AND 67 M NORTHWEST OF THE INTERSECTION OF HIGHWAY 299  AND
 DH6384'MARTIN ROAD.
 DH6384' 
 DH6384'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6384'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6573 ***********************************************************************
 DH6573  DESIGNATION -  299 TRI 64.33
 DH6573  PID         -  DH6573
 DH6573  STATE/COUNTY-  CA/TRINITY
 DH6573  USGS QUAD   -  LEWISTON (1982)
 DH6573
 DH6573                         *CURRENT SURVEY CONTROL
 DH6573  ___________________________________________________________________
 DH6573* NAD 83(2007)-  40 40 20.23482(N)    122 50 51.97752(W)     ADJUSTED  
 DH6573* NAVD 88     -       666.4    (meters)    2186.     (feet)  GPS OBS   
 DH6573  ___________________________________________________________________
 DH6573  EPOCH DATE  -        2007.00
 DH6573  X           -  -2,627,902.178 (meters)                     COMP
 DH6573  Y           -  -4,070,248.990 (meters)                     COMP
 DH6573  Z           -   4,135,306.001 (meters)                     COMP
 DH6573  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 DH6573  ELLIP HEIGHT-         639.629 (meters)          (02/10/07) ADJUSTED
 DH6573  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DH6573
 DH6573  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6573  Type    PID    Designation                      North   East  Ellip
 DH6573  -------------------------------------------------------------------
 DH6573  NETWORK DH6573 299 TRI 64.33                     1.27   1.14   2.86
 DH6573  -------------------------------------------------------------------
 DH6573
 DH6573.The horizontal coordinates were established by GPS observations
 DH6573.and adjusted by the National Geodetic Survey in February 2007.
 DH6573
 DH6573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6573.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6573.The horizontal coordinates are valid at the epoch date displayed above.
 DH6573.The epoch date for horizontal control is a decimal equivalence
 DH6573.of Year/Month/Day.
 DH6573
 DH6573.The orthometric height was determined by GPS observations and a
 DH6573.high-resolution geoid model.
 DH6573
 DH6573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6573
 DH6573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6573
 DH6573.The ellipsoidal height was determined by GPS observations
 DH6573.and is referenced to NAD 83.
 DH6573
 DH6573.The geoid height was determined by GEOID03.
 DH6573
 DH6573;                    North         East     Units Scale Factor Converg.
 DH6573;SPC CA 1     -   649,020.303 1,928,328.856   MT  0.99989865   -0 33 15.6
 DH6573;SPC CA 1     - 2,129,327.44  6,326,525.59   sFT  0.99989865   -0 33 15.6
 DH6573;UTM  10      - 4,502,390.036   512,865.850   MT  0.99960204   +0 05 57.2
 DH6573
 DH6573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6573!SPC CA 1     -   0.99989967  x   0.99989865  =   0.99979833
 DH6573!UTM  10      -   0.99989967  x   0.99960204  =   0.99950175
 DH6573
 DH6573                          SUPERSEDED SURVEY CONTROL
 DH6573
 DH6573  NAD 83(1998)-  40 40 20.23399(N)    122 50 51.97783(W) AD(2004.69) B
 DH6573  ELLIP H (09/28/05)  639.644  (m)                       GP(       ) 4 1
 DH6573
 DH6573.Superseded values are not recommended for survey control.
 DH6573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6573.See file dsdata.txt to determine how the superseded data were derived.
 DH6573
 DH6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1286602390(NAD 83)
 DH6573_MARKER: DD = SURVEY DISK
 DH6573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6573_STAMPING: 299 TRI 64.33 2004
 DH6573_MARK LOGO: CSRC  
 DH6573_PROJECTION: FLUSH
 DH6573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6573+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 DH6573_ROD/PIPE-DEPTH: 3.4  meters
 DH6573
 DH6573  HISTORY     - Date     Condition        Report By
 DH6573  HISTORY     - 20040726 MONUMENTED       CADT
 DH6573
 DH6573                          STATION DESCRIPTION
 DH6573
 DH6573'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6573'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299  AT POSTMILE
 DH6573'64.33 ABOUT 5.0 KM  WESTERLY OF TRINITY DAM BLVD AND 10.4 KM EASTERLY
 DH6573'OF DOUGLAS CITY.TO REACH THE STATION  FROM THE INTERSECTION OF HIGHWAY
 DH6573'299 AND HIGHWAY 3 SOUTH AT DOUGLAS CITY GO EASTERLY  ON HIGHWAY 299
 DH6573'8.69 KM TO OLD LEWISTON ROAD ON LEFT.  CONTINUE EASTERLY ON HIGHWAY
 DH6573'299  1.32 KM TO STATION ON THE RIGHT. THE STATION IS A SURVEY DISK
 DH6573'ENCASED IN PVC PIPE WITH  ACCESS COVER SET IN CONCRETE FLUSH WITH THE
 DH6573'GROUND 1.1 M NORTH OF AN ORANGE  CARSONITE WITNESS POST, 1.0 M WEST OF
 DH6573'A WHITE CARSONITE POST WITH AMBER REFLECTOR, 15.9  M SOUTHWEST OF THE
 DH6573'YELLOW STRIPE OF HIGHWAY 299, 11.8 M SOUTHEAST OF THE CENTER OF A
 DH6573'ROUND DROP INLET, AND 3.0M NORTHEAST OF A ROCK LINED DRAINAGE DITCH.
 DH6573' 
 DH6573'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6573'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0957 ***********************************************************************
 DC0957  DESIGNATION -  299.6 USGS
 DC0957  PID         -  DC0957
 DC0957  STATE/COUNTY-  CA/SAN DIEGO
 DC0957  USGS QUAD   -  LA MESA (1980)
 DC0957
 DC0957                         *CURRENT SURVEY CONTROL
 DC0957  ___________________________________________________________________
 DC0957* NAD 83(1986)-  32 50 22.     (N)    117 02 35.     (W)     SCALED    
 DC0957* NAVD 88     -        91.94   (+/-2cm)     301.6    (feet)  VERTCON   
 DC0957  ___________________________________________________________________
 DC0957  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DC0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0957
 DC0957.The horizontal coordinates were scaled from a topographic map and have
 DC0957.an estimated accuracy of +/- 6 seconds.
 DC0957
 DC0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0957.The vertical order pertains to the NGVD 29 superseded value.
 DC0957
 DC0957.The geoid height was determined by GEOID03.
 DC0957
 DC0957;                    North         East    Units  Estimated Accuracy
 DC0957;SPC CA 6     -   574,900.    1,925,750.      MT  (+/- 180 meters Scaled)
 DC0957
 DC0957                          SUPERSEDED SURVEY CONTROL
 DC0957
 DC0957  NGVD 29 (??/??/??)   91.299  (m)          299.54   (f) ADJUSTED    2 0
 DC0957
 DC0957.Superseded values are not recommended for survey control.
 DC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0957.See file dsdata.txt to determine how the superseded data were derived.
 DC0957
 DC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS959334(NAD 83)
 DC0957_MARKER: Q = CHISELED SQUARE
 DC0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0957_SP_SET: CULVERT
 DC0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0957
 DC0957  HISTORY     - Date     Condition        Report By
 DC0957  HISTORY     - UNK      MONUMENTED       USGS
 DC0957  HISTORY     - 1957     GOOD             NGS
 DC0957  HISTORY     - 1975     GOOD             NGS
 DC0957
 DC0957                          STATION DESCRIPTION
 DC0957
 DC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DC0957'4.6 MI W FROM SANTEE.
 DC0957'4.6 MILES WEST ALONG MISSION AVENUE (MISSION GORGE ROAD) FROM
 DC0957'1ST STREET IN SANTEE, AT THE JUNCTON OF A TRACK ROAD LEADING
 DC0957'TO OLD MISSTION DAM, 27 FEET WEST OF THE TRACK ROAD CENTERLINE,
 DC0957'15.3 FEET NORTH OF THE AVENUE CENTERLINE, 69.5 FEET NORTHEAST
 DC0957'ACROSS THE ROAD FROM A 6-FOOT-HIGH BOULDER WITH ENGRAVING OF
 DC0957'THE HISTORY OF THE OLD MISSION DAM, ON THE CENTER OF THE NORTH
 DC0957'HEADWALL OF AN 18-INCH CORRUGATED CULVERT, AND ABOUT 1 FOOT
 DC0957'HIGHER THAN THE AVENUE.  NOTE-- BOULDER WITH HISTORY HAS BEEN
 DC0957'RELOCATED.  BOULDER IS NOW LOCATED ON NORTH SIDE OF MISSION GORGE
 DC0957'ROAD.  THE MARK IS NOW 165 FEET SOUTHWEST OF THIS SIX-FOOT HIGH
 DC0957'BOULDER.
 DC0957
 DC0957                          STATION RECOVERY (1975)
 DC0957
 DC0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DC0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0284 ***********************************************************************
 JS0284  DESIGNATION -  2991.4
 JS0284  PID         -  JS0284
 JS0284  STATE/COUNTY-  CA/TUOLUMNE
 JS0284  USGS QUAD   -  COLUMBIA SE (1948)
 JS0284
 JS0284                         *CURRENT SURVEY CONTROL
 JS0284  ___________________________________________________________________
 JS0284* NAD 83(1986)-  38 00 14.     (N)    120 15 43.     (W)     SCALED    
 JS0284* NAVD 88     -       912.51   (+/-2cm)    2993.8    (feet)  VERTCON   
 JS0284  ___________________________________________________________________
 JS0284  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 JS0284  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0284
 JS0284.The horizontal coordinates were scaled from a topographic map and have
 JS0284.an estimated accuracy of +/- 6 seconds.
 JS0284
 JS0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0284.The vertical order pertains to the NGVD 29 superseded value.
 JS0284
 JS0284.The geoid height was determined by GEOID03.
 JS0284
 JS0284;                    North         East    Units  Estimated Accuracy
 JS0284;SPC CA 3     -   666,930.    2,020,910.      MT  (+/- 180 meters Scaled)
 JS0284
 JS0284                          SUPERSEDED SURVEY CONTROL
 JS0284
 JS0284  NGVD 29 (??/??/92)  911.71   (m)         2991.2    (f) COMPUTED    1 2
 JS0284
 JS0284.Superseded values are not recommended for survey control.
 JS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0284.See file dsdata.txt to determine how the superseded data were derived.
 JS0284
 JS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH404097(NAD 83)
 JS0284_MARKER: DB = BENCH MARK DISK
 JS0284_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JS0284_SP_SET: UNSPECIFIED ROCK
 JS0284_MARK LOGO: BOR   
 JS0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0284
 JS0284  HISTORY     - Date     Condition        Report By
 JS0284  HISTORY     - UNK      MONUMENTED       BPR
 JS0284  HISTORY     - 1932     GOOD             CGS
 JS0284  HISTORY     - 1957     MARK NOT FOUND   BPR
 JS0284
 JS0284                          STATION DESCRIPTION
 JS0284
 JS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JS0284'7.8 MI E FROM SONORA.
 JS0284'LOCATED ON THE STATE HIGHWAY 0.5 MILES EAST OF THE JUNCTION WITH
 JS0284'THE TUOMUMNE-SOULSBYVILLE ROAD AND AT THE FOOT OF A LONG GRADE
 JS0284'LEADING TO TWAIN-HEART LAKE, 20 FEET NORTH OF THE CENTER LINE OF
 JS0284'THE ROAD AND 20 FEET SOUTH OF PROPERTY LINE.
 JS0284
 JS0284                          STATION RECOVERY (1957)
 JS0284
 JS0284'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1957
 JS0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2809 ***********************************************************************
 HS2809  DESIGNATION -  2=J 19
 HS2809  PID         -  HS2809
 HS2809  STATE/COUNTY-  CA/SANTA CLARA
 HS2809  USGS QUAD   -  SAN JOSE EAST (1980)
 HS2809
 HS2809                         *CURRENT SURVEY CONTROL
 HS2809  ___________________________________________________________________
 HS2809* NAD 83(1986)-  37 18 08.     (N)    121 51 33.     (W)     SCALED    
 HS2809* NAVD 88     -        37.184  (meters)     121.99   (feet)  ADJUSTED  
 HS2809  ___________________________________________________________________
 HS2809  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HS2809  DYNAMIC HT  -          37.157 (meters)     121.91  (feet)  COMP
 HS2809  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 HS2809
 HS2809  VERT ORDER  -  FIRST     CLASS II
 HS2809
 HS2809.The horizontal coordinates were scaled from a topographic map and have
 HS2809.an estimated accuracy of +/- 6 seconds.
 HS2809
 HS2809.The orthometric height was determined by differential leveling
 HS2809.and adjusted in February 1993.
 HS2809
 HS2809.The geoid height was determined by GEOID03.
 HS2809
 HS2809.The dynamic height is computed by dividing the NAVD 88
 HS2809.geopotential number by the normal gravity value computed on the
 HS2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS2809.degrees latitude (g = 980.6199 gals.).
 HS2809
 HS2809.The modeled gravity was interpolated from observed gravity values.
 HS2809
 HS2809;                    North         East    Units  Estimated Accuracy
 HS2809;SPC CA 3     -   589,910.    1,879,510.      MT  (+/- 180 meters Scaled)
 HS2809
 HS2809                          SUPERSEDED SURVEY CONTROL
 HS2809
 HS2809  NAVD 88 (06/15/91)   37.193  (m)          122.02   (f) UNKNOWN     1 2
 HS2809  NGVD 29 (10/21/93)   36.334  (m)          119.21   (f) ADJUSTED    1 2
 HS2809
 HS2809.Superseded values are not recommended for survey control.
 HS2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2809.See file dsdata.txt to determine how the superseded data were derived.
 HS2809
 HS2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG011290(NAD 83)
 HS2809_MARKER: P = PIPE CAP
 HS2809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2809_SP_SET: METAL PIPE IMBEDDED IN GROUND
 HS2809_STAMPING: J 19 SF 2 1908 131
 HS2809_MARK LOGO: USGS  
 HS2809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS2809+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1988
 HS2809
 HS2809  HISTORY     - Date     Condition        Report By
 HS2809  HISTORY     - 1908     MONUMENTED       USGS
 HS2809  HISTORY     - 1954     GOOD             NGS
 HS2809  HISTORY     - 1969     GOOD             NGS
 HS2809  HISTORY     - 19881115 GOOD             NGS
 HS2809  HISTORY     - 19900201 GOOD             NGS
 HS2809
 HS2809                          STATION DESCRIPTION
 HS2809
 HS2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS2809'2.2 MI SE FROM SAN JOSE.
 HS2809'2.2 MILES SOUTHEAST ALONG THE 4TH STREET BRANCH OF THE SOUTHERN
 HS2809'PACIFIC COMPANY RAILROAD FROM THE JUNCTION OF 4TH STREETS AT
 HS2809'SAN JOSE, 538.5 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 HS2809'TULLY ROAD, 222 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 HS2809'OF A PRIVATE ROAD, 50.9 FEET SOUTHEAST OF A DERAIL SWITCH, 25.4
 HS2809'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 18.2
 HS2809'FEET NORTHEAST OF THE NORTHEAST WALL OF THE LOADING PLATFORM
 HS2809'OF MONARCH MATCH COMPANY, 7.3 FEET NORTHEAST OF THE NORTHEAST
 HS2809'RAIL OF THE MATCH COMPANY SIDE TRACK, ABOUT 2 1/2 FEET LOWER
 HS2809'THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 HS2809'PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- SLANTING CAP,
 HS2809'ROD HELD ON LETTER G OF WORD GEOLOGICAL DURING 1954 RELEVELING,
 HS2809'ROD HELD OVER THE LETTERS OLO IN THE WORD GEOLOGICAL DURING
 HS2809'1956 RELEVELING.
 HS2809
 HS2809                          STATION RECOVERY (1969)
 HS2809
 HS2809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HS2809'RECOVERED IN GOOD CONDITION.
 HS2809
 HS2809                          STATION RECOVERY (1988)
 HS2809
 HS2809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2809'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 HS2809'DELETE--50.9 FEET SOUTHEAST OF A DERAIL SWITCH.  CHANGE--MANARCH MATCH
 HS2809'COMPANY TO CANNED FOODS GROCERY OUTLET.  ADD--11.7 M (38.4 FT) NORTH
 HS2809'OF THE EAST CORNER OF A LOADING PLATFORM.  PRIOR TO 1954, STAMPING
 HS2809'WAS--S.F. -130 1908 2.  STAMPING NOW READS--J 19 SF 2 1908 131.
 HS2809
 HS2809                          STATION RECOVERY (1990)
 HS2809
 HS2809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0689 ***********************************************************************
 DX0689  DESIGNATION -  3
 DX0689  PID         -  DX0689
 DX0689  STATE/COUNTY-  CA/RIVERSIDE
 DX0689  USGS QUAD   -  INDIO (1972)
 DX0689
 DX0689                         *CURRENT SURVEY CONTROL
 DX0689  ___________________________________________________________________
 DX0689* NAD 83(1986)-  33 43 12.     (N)    116 12 56.     (W)     SCALED    
 DX0689* NAVD 88     -        -3.587  (meters)     -11.77   (feet)  ADJUSTED  
 DX0689  ___________________________________________________________________
 DX0689  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DX0689  DYNAMIC HT  -          -3.583 (meters)     -11.76  (feet)  COMP
 DX0689  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 DX0689
 DX0689  VERT ORDER  -  FIRST     CLASS I
 DX0689
 DX0689.The horizontal coordinates were scaled from a topographic map and have
 DX0689.an estimated accuracy of +/- 6 seconds.
 DX0689
 DX0689.The orthometric height was determined by differential leveling
 DX0689.and adjusted in June 1991.
 DX0689
 DX0689.The geoid height was determined by GEOID03.
 DX0689
 DX0689.The dynamic height is computed by dividing the NAVD 88
 DX0689.geopotential number by the normal gravity value computed on the
 DX0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0689.degrees latitude (g = 980.6199 gals.).
 DX0689
 DX0689.The modeled gravity was interpolated from observed gravity values.
 DX0689
 DX0689;                    North         East    Units  Estimated Accuracy
 DX0689;SPC CA 6     -   672,270.    2,003,190.      MT  (+/- 180 meters Scaled)
 DX0689
 DX0689                          SUPERSEDED SURVEY CONTROL
 DX0689
 DX0689  NGVD 29 (??/??/92)   -4.254  (m)          -13.96   (f) ADJ UNCH    1 1
 DX0689
 DX0689.Superseded values are not recommended for survey control.
 DX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0689.See file dsdata.txt to determine how the superseded data were derived.
 DX0689
 DX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT726313(NAD 83)
 DX0689_MARKER: DD = SURVEY DISK
 DX0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0689_SP_SET: CONCRETE POST
 DX0689_STAMPING: 3
 DX0689_MARK LOGO: CADH  
 DX0689_PROJECTION: FLUSH
 DX0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0689+STABILITY: SURFACE MOTION
 DX0689
 DX0689  HISTORY     - Date     Condition        Report By
 DX0689  HISTORY     - UNK      MONUMENTED       CADH
 DX0689  HISTORY     - 1956     GOOD             NGS
 DX0689  HISTORY     - 1967     GOOD             CA-065
 DX0689  HISTORY     - 1978     GOOD             NGS
 DX0689  HISTORY     - 1988     GOOD             NGS
 DX0689
 DX0689                          STATION DESCRIPTION
 DX0689
 DX0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0689'AT INDIO.
 DX0689'AT INDIO, ALONG U.S. HIGHWAY 99, AT THE Y JUNCTION OF TINGMAN
 DX0689'(STREET), 1 BLOCK SOUTHEAST OF JACKSON STREET, IN THE TRAFFIC
 DX0689'ISLAND OF THE DIVIDED HIGHWAY, 96 FEET NORTHWEST OF THE CENTER
 DX0689'OF THE JUNCTION OF TINGMAN (STREET), 12.7 FEET SOUTHWEST OF THE
 DX0689'SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE, 3.3 FEET NORTHEAST
 DX0689'OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE, ABOUT 1/2
 DX0689'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 DX0689'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DX0689
 DX0689                          STATION RECOVERY (1967)
 DX0689
 DX0689'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1967
 DX0689'RECOVERED IN GOOD CONDITION.
 DX0689
 DX0689                          STATION RECOVERY (1978)
 DX0689
 DX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0689'270 FT. SOUTHEAST OF THE CENTER LINE OF THE JACKSON STREET OVERPASS,
 DX0689'U.S. 99 IS STATE HIGHWAY 86.
 DX0689
 DX0689                          STATION RECOVERY (1988)
 DX0689
 DX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0689'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.9 KM (0.55
 DX0689'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0689'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, IN THE
 DX0689'AVENUE MEDIAN, 34.2 M (112.2 FT) SOUTHEAST OF THE BENCH MARK 2 CAHD,
 DX0689'3.8 M (12.5 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE MEDIAN, 1.0 M
 DX0689'(3.3 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN.
 DX0689'THE MARK IS 0.2 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0208 ***********************************************************************
 DX0208  DESIGNATION -  3
 DX0208  PID         -  DX0208
 DX0208  STATE/COUNTY-  CA/SAN DIEGO
 DX0208  USGS QUAD   -  JULIAN (1988)
 DX0208
 DX0208                         *CURRENT SURVEY CONTROL
 DX0208  ___________________________________________________________________
 DX0208* NAD 83(1986)-  33 05 23.     (N)    116 34 45.     (W)     SCALED    
 DX0208* NAVD 88     -      1087.229  (meters)    3567.02   (feet)  READJUSTED
 DX0208  ___________________________________________________________________
 DX0208  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DX0208  DYNAMIC HT  -        1085.810 (meters)    3562.36  (feet)  COMP
 DX0208  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 DX0208
 DX0208  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0208
 DX0208.The horizontal coordinates were scaled from a topographic map and have
 DX0208.an estimated accuracy of +/- 6 seconds.
 DX0208
 DX0208.The orthometric height was determined by differential leveling
 DX0208.and adjusted in February 1993.
 DX0208.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0208.distribution rate of 0.0 thru 1.0 mm/km.
 DX0208.The height was derived from older observations constrained to new
 DX0208.heights in a crustal motion area.  The height is approximate in
 DX0208.relation to other heights in its vicinity.
 DX0208
 DX0208.The geoid height was determined by GEOID03.
 DX0208
 DX0208.The dynamic height is computed by dividing the NAVD 88
 DX0208.geopotential number by the normal gravity value computed on the
 DX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0208.degrees latitude (g = 980.6199 gals.).
 DX0208
 DX0208.The modeled gravity was interpolated from observed gravity values.
 DX0208
 DX0208;                    North         East    Units  Estimated Accuracy
 DX0208;SPC CA 6     -   602,420.    1,969,270.      MT  (+/- 180 meters Scaled)
 DX0208
 DX0208                          SUPERSEDED SURVEY CONTROL
 DX0208
 DX0208  NGVD 29 (??/??/92) 1086.473  (m)         3564.54   (f) ADJ UNCH    1 1
 DX0208
 DX0208.Superseded values are not recommended for survey control.
 DX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0208.See file dsdata.txt to determine how the superseded data were derived.
 DX0208
 DX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS392613(NAD 83)
 DX0208_MARKER: DD = SURVEY DISK
 DX0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0208_STAMPING: NO 3 SD 198 E ELEV 3564.497
 DX0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0208+STABILITY: SURFACE MOTION
 DX0208
 DX0208  HISTORY     - Date     Condition        Report By
 DX0208  HISTORY     - UNK      MONUMENTED       CADH
 DX0208  HISTORY     - 1968     GOOD             CA-073
 DX0208  HISTORY     - 1970     GOOD             CA-073
 DX0208  HISTORY     - 1978     GOOD             NGS
 DX0208  HISTORY     - 20080301 GOOD             LOCSUR
 DX0208
 DX0208                          STATION DESCRIPTION
 DX0208
 DX0208'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0208'3.6 MI E FROM JULIAN.
 DX0208'3.6 MILES EAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DX0208'JULIAN, ON THE OUTSIDE OF A CURVE, 20.6 FEET NORTHEAST OF THE
 DX0208'CENTERLINE OF THE HIGHWAY, 3.2 FEET SOUTHWEST OF POWERPOLE 115117
 DX0208'WITH A GUY WIRE, 1.2 FEET NORTHEAST OF A WHITE 2 INCH IRON
 DX0208'PIPE WHICH PROJECTS 1.5 FEET ABOVE THE GROUND, ABOVE LEVEL WITH
 DX0208'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DX0208'THE GROUND.  STANDARD BRONZE DISK STAMPED NO 3 SD 198 E ELEV
 DX0208'3564.497.  T 12 S R 4 E 33.
 DX0208
 DX0208                          STATION RECOVERY (1970)
 DX0208
 DX0208'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0208'RECOVERED IN GOOD CONDITION.
 DX0208
 DX0208                          STATION RECOVERY (1978)
 DX0208
 DX0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0208'RECOVERED IN GOOD CONDITION.
 DX0208
 DX0208                          STATION RECOVERY (2008)
 DX0208
 DX0208'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DX0208'FOUND IN GOOD CONDITION AT
 DX0208'N33 05.373 W116 34.746
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1397 ***********************************************************************
 DX1397  DESIGNATION -  3
 DX1397  PID         -  DX1397
 DX1397  STATE/COUNTY-  CA/RIVERSIDE
 DX1397  USGS QUAD   -  PECHANGA (1988)
 DX1397
 DX1397                         *CURRENT SURVEY CONTROL
 DX1397  ___________________________________________________________________
 DX1397* NAD 83(1986)-  33 28 45.     (N)    117 06 13.     (W)     SCALED    
 DX1397* NAVD 88     -       321.96   (+/-2cm)    1056.3    (feet)  VERTCON   
 DX1397  ___________________________________________________________________
 DX1397  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DX1397  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1397
 DX1397.The horizontal coordinates were scaled from a topographic map and have
 DX1397.an estimated accuracy of +/- 6 seconds.
 DX1397
 DX1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1397.The vertical order pertains to the NGVD 29 superseded value.
 DX1397
 DX1397.The geoid height was determined by GEOID03.
 DX1397
 DX1397;                    North         East    Units  Estimated Accuracy
 DX1397;SPC CA 6     -   645,890.    1,920,670.      MT  (+/- 180 meters Scaled)
 DX1397
 DX1397                          SUPERSEDED SURVEY CONTROL
 DX1397
 DX1397  NGVD 29 (??/??/??)  321.254  (m)         1053.98   (f) ADJUSTED    1 2
 DX1397
 DX1397.Superseded values are not recommended for survey control.
 DX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1397.See file dsdata.txt to determine how the superseded data were derived.
 DX1397
 DX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT903044(NAD 83)
 DX1397_MARKER: P = PIPE CAP
 DX1397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1397_STAMPING: VAILCO  1053.55
 DX1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1397
 DX1397  HISTORY     - Date     Condition        Report By
 DX1397  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1397  HISTORY     - 1960     GOOD             NGS
 DX1397
 DX1397                          STATION DESCRIPTION
 DX1397
 DX1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1397'3.6 MI E FROM TEMECULA.
 DX1397'1.8 MILE SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1397'POST OFFICE AT TEMECULA, THENCE 1.8 MILES NORTHEAST ALONG STATE
 DX1397'HIGHWAY 71, NEAR AN EAST-WEST FENCE LINE, NORTH OF THE HIGHWAY
 DX1397'AND RIVETED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 14
 DX1397'INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0876 ***********************************************************************
 HR0876  DESIGNATION -  3
 HR0876  PID         -  HR0876
 HR0876  STATE/COUNTY-  CA/TUOLUMNE
 HR0876  USGS QUAD   -  ASCENSION MOUNTAIN (1992)
 HR0876
 HR0876                         *CURRENT SURVEY CONTROL
 HR0876  ___________________________________________________________________
 HR0876* NAD 83(1986)-  37 52 16.     (N)    119 58 35.     (W)     SCALED    
 HR0876* NAVD 88     -      1184.08   (+/-2cm)    3884.8    (feet)  VERTCON   
 HR0876  ___________________________________________________________________
 HR0876  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 HR0876  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0876
 HR0876.The horizontal coordinates were scaled from a topographic map and have
 HR0876.an estimated accuracy of +/- 6 seconds.
 HR0876
 HR0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0876.The vertical order pertains to the NGVD 29 superseded value.
 HR0876
 HR0876.The geoid height was determined by GEOID03.
 HR0876
 HR0876;                    North         East    Units  Estimated Accuracy
 HR0876;SPC CA 3     -   652,300.    2,046,070.      MT  (+/- 180 meters Scaled)
 HR0876
 HR0876                          SUPERSEDED SURVEY CONTROL
 HR0876
 HR0876  NGVD 29 (??/??/92) 1183.253  (m)         3882.06   (f) ADJ UNCH    1 2
 HR0876
 HR0876.Superseded values are not recommended for survey control.
 HR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0876.See file dsdata.txt to determine how the superseded data were derived.
 HR0876
 HR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB381956(NAD 83)
 HR0876_MARKER: DD = SURVEY DISK
 HR0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0876_STAMPING: 3
 HR0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0876+STABILITY: SURFACE MOTION
 HR0876
 HR0876  HISTORY     - Date     Condition        Report By
 HR0876  HISTORY     - UNK      MONUMENTED       HHWS
 HR0876  HISTORY     - 1956     GOOD             NGS
 HR0876
 HR0876                          STATION DESCRIPTION
 HR0876
 HR0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0876'3.5 MI SW FROM EARLY INTAKE.
 HR0876'3.5 MILES SOUTHWEST ALONG THE CHERRY VALLEY ACCESS ROAD FROM
 HR0876'THE STEEL PLATE GIRDER BRIDGE OVER THE TUOLUMNE RIVER AT EARLY
 HR0876'INTAKE, 0.3 MILE SOUTHWEST OF THE JUNCTION OF THE MATHER ROAD, AT
 HR0876'THE INTERSECTION OF A LOGING TRAIL LEADING SOUTHEAST AND A DIRT
 HR0876'ROAD LEADING WEST TO JONES POINT LOOKOUT, 63 1/2 FEET NORTH OF
 HR0876'THE APPROXIMATE CENTER OF THE INTERSECTION, 42 FEET NORTHWEST
 HR0876'OF THE CENTER LINE OF THE CHERRY VALLEY ACCESS ROAD, 1.5 FEET
 HR0876'FROM A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND
 HR0876'SET IN THE TOP OF A CONCRETE POST IN BROKEN GRANITE OUTCROP
 HR0876'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2048 ***********************************************************************
 HS2048  DESIGNATION -  3
 HS2048  PID         -  HS2048
 HS2048  STATE/COUNTY-  CA/STANISLAUS
 HS2048  USGS QUAD   -  ESCALON (1976)
 HS2048
 HS2048                         *CURRENT SURVEY CONTROL
 HS2048  ___________________________________________________________________
 HS2048* NAD 83(1986)-  37 45 18.     (N)    120 52 46.     (W)     SCALED    
 HS2048* NAVD 88     -        44.24   (+/-2cm)     145.1    (feet)  VERTCON   
 HS2048  ___________________________________________________________________
 HS2048  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 HS2048  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2048
 HS2048.The horizontal coordinates were scaled from a topographic map and have
 HS2048.an estimated accuracy of +/- 6 seconds.
 HS2048
 HS2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2048.The vertical order pertains to the NGVD 29 superseded value.
 HS2048
 HS2048.The geoid height was determined by GEOID03.
 HS2048
 HS2048;                    North         East    Units  Estimated Accuracy
 HS2048;SPC CA 3     -   639,350.    1,966,560.      MT  (+/- 180 meters Scaled)
 HS2048
 HS2048                          SUPERSEDED SURVEY CONTROL
 HS2048
 HS2048  NGVD 29 (??/??/92)   43.487  (m)          142.67   (f) ADJ UNCH    1 2
 HS2048
 HS2048.Superseded values are not recommended for survey control.
 HS2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2048.See file dsdata.txt to determine how the superseded data were derived.
 HS2048
 HS2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG868807(NAD 83)
 HS2048_MARKER: B = BOLT
 HS2048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2048_SP_SET: CULVERT
 HS2048_STAMPING: 142.29
 HS2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2048
 HS2048  HISTORY     - Date     Condition        Report By
 HS2048  HISTORY     - UNK      MONUMENTED       OID
 HS2048  HISTORY     - 1946     GOOD             NGS
 HS2048  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2048  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HS2048
 HS2048                          STATION DESCRIPTION
 HS2048
 HS2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HS2048'2 MI SW FROM OAKDALE.
 HS2048'2.0 MILES SOUTHWEST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE
 HS2048'SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, ABOUT 0.1 MILE
 HS2048'NORTHEAST OF THE JUNCTION WITH CRANE ROAD, 13.0 FEET NORTHWEST
 HS2048'OF THE CENTER LINE OF THE HIGHWAY, AN IRON BOLT SET IN A LARGE
 HS2048'WASHER IN THE TOP OF THE NORTHWEST HEADWALL OF CULVERT NO. 784+70
 HS2048'AND ABOUT 2 FEET ABOVE THE HIGHWAY.  NOTE-- PREVIOUS REFERENCE
 HS2048'TO CULVERT NO. 704+70 HAS BEEN FOUND TO BE 784+70.
 HS2048
 HS2048                          STATION RECOVERY (1986)
 HS2048
 HS2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2048'NOT RECOVERED.  THE HEADWALL NO LONGER EXISTS.
 HS2048
 HS2048                          STATION RECOVERY (1987)
 HS2048
 HS2048'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0333 ***********************************************************************
 JT0333  DESIGNATION -  3
 JT0333  PID         -  JT0333
 JT0333  STATE/COUNTY-  CA/SOLANO
 JT0333  USGS QUAD   -  MARE ISLAND (1980)
 JT0333
 JT0333                         *CURRENT SURVEY CONTROL
 JT0333  ___________________________________________________________________
 JT0333* NAD 83(1986)-  38 06 00.     (N)    122 15 41.     (W)     SCALED    
 JT0333* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 JT0333  ___________________________________________________________________
 JT0333  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JT0333  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0333
 JT0333.The horizontal coordinates were scaled from a topographic map and have
 JT0333.an estimated accuracy of +/- 6 seconds.
 JT0333
 JT0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0333.The vertical order pertains to the NGVD 29 superseded value.
 JT0333
 JT0333.The geoid height was determined by GEOID03.
 JT0333
 JT0333;                    North         East    Units  Estimated Accuracy
 JT0333;SPC CA 2     -   548,140.    1,977,070.      MT  (+/- 180 meters Scaled)
 JT0333
 JT0333                          SUPERSEDED SURVEY CONTROL
 JT0333
 JT0333  NGVD 29 (??/??/92)    2.22   (m)            7.3    (f) COMPUTED    1 2
 JT0333
 JT0333.Superseded values are not recommended for survey control.
 JT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0333.See file dsdata.txt to determine how the superseded data were derived.
 JT0333
 JT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647171(NAD 83)
 JT0333_MARKER: DD = SURVEY DISK
 JT0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0333_SP_SET: SEWER HEADWALL
 JT0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0333
 JT0333  HISTORY     - Date     Condition        Report By
 JT0333  HISTORY     - UNK      MONUMENTED       CA4020
 JT0333  HISTORY     - 1950     GOOD             NGS
 JT0333  HISTORY     - 1961     GOOD             NGS
 JT0333  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0333
 JT0333                          STATION DESCRIPTION
 JT0333
 JT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0333'AT VALLEJO.
 JT0333'AT VALLEJO, AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 JT0333'BRANCIFORTE YORK STREETS, AT A CITY STORM SEWER, IN THE TOP
 JT0333'OF THE NORTHEAST END OF THE CONC. HEADWALL, 7.5 FEET EAST OF A
 JT0333'POINT IN LINE WITH THE WEST EDGE OF THE EAST CURB OF
 JT0333'BRANCIFORTE STREET, 5.6 FEET SOUTH OF A POINT IN LINE WITH THE
 JT0333'NORTH EDGE OF THE SOUTH CURB OF YORK STREET, 1.0 FOOT SOUTHEAST
 JT0333'OF THE NORTHWEST EDGE OF A ROUNDED CURB, AND FLUSH WITH THE
 JT0333'SIDEWALK.
 JT0333
 JT0333                          STATION RECOVERY (1961)
 JT0333
 JT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0333'RECOVERED IN GOOD CONDITION.
 JT0333
 JT0333                          STATION RECOVERY (1987)
 JT0333
 JT0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0223 ***********************************************************************
 HR0223  DESIGNATION -  3
 HR0223  PID         -  HR0223
 HR0223  STATE/COUNTY-  CA/INYO
 HR0223  USGS QUAD   -  WESTGARD PASS (1994)
 HR0223
 HR0223                         *CURRENT SURVEY CONTROL
 HR0223  ___________________________________________________________________
 HR0223* NAD 83(1986)-  37 16 19.     (N)    118 09 05.     (W)     SCALED    
 HR0223* NAVD 88     -      2217.265  (meters)    7274.48   (feet)  ADJUSTED  
 HR0223  ___________________________________________________________________
 HR0223  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HR0223  DYNAMIC HT  -        2214.487 (meters)    7265.36  (feet)  COMP
 HR0223  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 HR0223
 HR0223  VERT ORDER  -  SECOND    CLASS 0
 HR0223
 HR0223.The horizontal coordinates were scaled from a topographic map and have
 HR0223.an estimated accuracy of +/- 6 seconds.
 HR0223
 HR0223.The orthometric height was determined by differential leveling
 HR0223.and adjusted in June 1991.
 HR0223
 HR0223.The geoid height was determined by GEOID03.
 HR0223
 HR0223.The dynamic height is computed by dividing the NAVD 88
 HR0223.geopotential number by the normal gravity value computed on the
 HR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0223.degrees latitude (g = 980.6199 gals.).
 HR0223
 HR0223.The modeled gravity was interpolated from observed gravity values.
 HR0223
 HR0223;                    North         East    Units  Estimated Accuracy
 HR0223;SPC CA 4     -   715,450.    2,075,270.      MT  (+/- 180 meters Scaled)
 HR0223
 HR0223                          SUPERSEDED SURVEY CONTROL
 HR0223
 HR0223  NGVD 29 (??/??/??) 2216.46   (m)         7271.8    (f) RESET       3  
 HR0223
 HR0223.Superseded values are not recommended for survey control.
 HR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0223.See file dsdata.txt to determine how the superseded data were derived.
 HR0223
 HR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB979256(NAD 83)
 HR0223_MARKER: P = PIPE CAP
 HR0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0223_STAMPING: 3 7276
 HR0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0223
 HR0223  HISTORY     - Date     Condition        Report By
 HR0223  HISTORY     - UNK      MONUMENTED       USGS
 HR0223  HISTORY     - 1938     GOOD             NGS
 HR0223  HISTORY     - 1984     GOOD             USGS
 HR0223
 HR0223                          STATION DESCRIPTION
 HR0223
 HR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HR0223'12.6 MI NE FROM BIGPINE.
 HR0223'12.6 MILES NORTHEAST ALONG THE ROAD LEADING TO GOLDFIELD, NEVADA,
 HR0223'FROM BIGPINE, INYO COUNTY, 9 FEET NORTH OF A WESTGARD PASS
 HR0223'SIGN, 12 FEET SOUTHWEST OF A BLAZED JUNIPER TREE, AND 28 FEET
 HR0223'EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 HR0223'SURVEY STANDARD CAP, STAMPED 3 7276 AND RIVETED ON THE TOP OF A
 HR0223'3-1/2-INCH IRON PIPE.
 HR0223
 HR0223                          STATION RECOVERY (1984)
 HR0223
 HR0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HR0223'12.05 MILES EAST AND NORTHEAST OF THE JUNCTION OF US 395 AND CA 168
 HR0223'ALONG CA 168, AT A CLEARING FOR A GRAVEL STORAGE PILE EAST OF THE
 HR0223'ROAD, IN A PATCH OF GRASS, 18 FT. EAST OF THE CENTERLINE OF THE ROAD,
 HR0223'A USGS STANDARD CAP STAMPED '7276 B F 3 1905', RIVETED ON THE TOP OF
 HR0223'A 3 1/2-INCH IRON PIPE PROJECTING 1.1 FT. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0118 ***********************************************************************
 HR0118  DESIGNATION -  3
 HR0118  PID         -  HR0118
 HR0118  STATE/COUNTY-  CA/MONO
 HR0118  USGS QUAD   -  JUNE LAKE (1994)
 HR0118
 HR0118                         *CURRENT SURVEY CONTROL
 HR0118  ___________________________________________________________________
 HR0118* NAD 83(1986)-  37 47 05.     (N)    119 01 21.     (W)     SCALED    
 HR0118* NAVD 88     -      2428.52   (+/-2cm)    7967.6    (feet)  VERTCON   
 HR0118  ___________________________________________________________________
 HR0118  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 HR0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0118
 HR0118.The horizontal coordinates were scaled from a topographic map and have
 HR0118.an estimated accuracy of +/- 6 seconds.
 HR0118
 HR0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0118.The vertical order pertains to the NGVD 29 superseded value.
 HR0118
 HR0118.The geoid height was determined by GEOID03.
 HR0118
 HR0118;                    North         East    Units  Estimated Accuracy
 HR0118;SPC CA 3     -   643,610.    2,130,140.      MT  (+/- 180 meters Scaled)
 HR0118
 HR0118                          SUPERSEDED SURVEY CONTROL
 HR0118
 HR0118  NGVD 29 (??/??/92) 2426.978  (m)         7962.51   (f) ADJ UNCH    1 2
 HR0118
 HR0118.Superseded values are not recommended for survey control.
 HR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0118.See file dsdata.txt to determine how the superseded data were derived.
 HR0118
 HR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB219838(NAD 83)
 HR0118_MARKER: Z = SEE DESCRIPTION
 HR0118_SETTING: 0 = UNSPECIFIED SETTING
 HR0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0118
 HR0118  HISTORY     - Date     Condition        Report By
 HR0118  HISTORY     - UNK      MONUMENTED       CA1980
 HR0118  HISTORY     - 1957     MARK NOT FOUND   NGS
 HR0118
 HR0118                          STATION DESCRIPTION
 HR0118
 HR0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0118'13.8 MI SE FROM LEE VINING.
 HR0118'ORIGINALLY DESCRIBED AS BEING AT THE FOOT OF WILSON CRATER,
 HR0118'0.2 MILE SOUTH OF THE MONO LUMBER CO. MILLS, AND 72 FEET WEST
 HR0118'OF THE CENTERLINE OF THE HIGHWAY.  IT WAS SEARCHED FOR BUT NOT
 HR0118'RECOVERED IN DECEMBER 1952.  THE MARK IS AT THE FOOT OF A CRATER
 HR0118'WHICH IS CONSTANTLY SLIDING AND COULD HAVE BEEN COVERED BY
 HR0118'A SLIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3705 ***********************************************************************
 HT3705  DESIGNATION -  3
 HT3705  PID         -  HT3705
 HT3705  STATE/COUNTY-  CA/SAN MATEO
 HT3705  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT3705
 HT3705                         *CURRENT SURVEY CONTROL
 HT3705  ___________________________________________________________________
 HT3705* NAD 83(1992)-  37 38 07.62881(N)    122 22 53.41056(W)     ADJUSTED  
 HT3705* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 HT3705  ___________________________________________________________________
 HT3705  EPOCH DATE  -        1991.35
 HT3705  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 HT3705  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT3705  HORZ ORDER  -  THIRD
 HT3705
 HT3705.The horizontal coordinates were established by classical geodetic methods
 HT3705.and adjusted by the National Geodetic Survey in March 1994.
 HT3705.The horizontal coordinates are valid at the epoch date displayed above.
 HT3705.The epoch date for horizontal control is a decimal equivalence
 HT3705.of Year/Month/Day.
 HT3705
 HT3705.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT3705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT3705
 HT3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 HT3705
 HT3705.The geoid height was determined by GEOID03.
 HT3705
 HT3705;                    North         East     Units Scale Factor Converg.
 HT3705;SPC CA 3     -   627,682.539 1,833,950.876   MT  0.99993121   -1 09 06.9
 HT3705;SPC CA 3     - 2,059,321.80  6,016,887.17   sFT  0.99993121   -1 09 06.9
 HT3705;UTM  10      - 4,165,548.826   554,570.368   MT  0.99963668   +0 22 39.7
 HT3705
 HT3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT3705!SPC CA 3     -   1.00000470  x   0.99993121  =   0.99993591
 HT3705!UTM  10      -   1.00000470  x   0.99963668  =   0.99964138
 HT3705
 HT3705                          SUPERSEDED SURVEY CONTROL
 HT3705
 HT3705  NAD 83(1986)-  37 38 07.62182(N)    122 22 53.40825(W) AD(1984.00) 3
 HT3705  NGVD 29 (03/23/93)    1.8    (m)            6.     (f) VERT ANG    3  
 HT3705
 HT3705.Superseded values are not recommended for survey control.
 HT3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3705.See file dsdata.txt to determine how the superseded data were derived.
 HT3705
 HT3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG5457065549(NAD 83)
 HT3705_MARKER: DD = SURVEY DISK
 HT3705_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT3705+WITH SETTING: PAVEMENT
 HT3705_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3705+STABILITY: SURFACE MOTION
 HT3705
 HT3705  HISTORY     - Date     Condition        Report By
 HT3705  HISTORY     - 1981     MONUMENTED       NOS
 HT3705  HISTORY     - 1982     GOOD             NOS
 HT3705
 HT3705                          STATION DESCRIPTION
 HT3705
 HT3705'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (DRT)
 HT3705'THE STATION IS NEAR SAN FRANCISCO INTERNATIONAL AIRPORT.
 HT3705'
 HT3705'THE STATION IS A SMALL BRASS DISK, STAMPED---3---, THE TOP OF A
 HT3705'CONCRETE FOUNDATION BLOCK ON A SPIT OF LAND ALONG THE NORTH
 HT3705'PERIMITER OF SEAPLANE HARBOR.  THIS SPIT OF LAND EXTENDS GENERALLY
 HT3705'EASTERLY FROM THE AIRPORT PROPERTY AND WAS ONCE THE FOUNDATION FOR
 HT3705'A LARGE SEWAGE OUTFALL PIPELINE.  THE PIPE HAS BEEN REMOVED BUT
 HT3705'THE MASSIVE CONCRETE FOUNDATION BLOCKS REMAIN INTACT AND IN GOOD
 HT3705'CONDITION.  THE STATION IS LOCATED ON THE 13TH FOUNDATION BLOCK AS
 HT3705'COUNTED FROM SOUTH WESTERN LIMIT OF THE SERIES OF BLOCKS, AT THE
 HT3705'TRANSITION POINT - SOLID CONCRETE FOUNDATION TO INDIVIDUAL BLOCKS.
 HT3705'THE DISK IS GREENISH IN COLOR DUE TO THE CORROSIVE SALT AIR.
 HT3705'IT IS LOCATED ON THE NORTHERN MOST CORNER OF THE CONCRETE BLOCK ON
 HT3705'THE TOP SURFACE 0.8 FEET ABOVE GROUND LEVEL
 HT3705'
 HT3705'THE WITNESS MARKS ARE CHISELED CROSSES ON EACH OF THE ADJACENT
 HT3705'CONCRETE BLOCKS AND ONE ON THE SAME BLOCK AT EASTERN MOST CORNER.
 HT3705'WITNESS MARK 1 IS 11.93 FEET SOUTHWEST OF THE STATION.
 HT3705'WITNESS MARK 2 IS 8.42 FEET NORTHEAST OF THE STATION.
 HT3705'WITNESS MARK 3 IS 7.42 FEET SOUTHEAST OF THE STATION.
 HT3705'
 HT3705'TO REACH THE STATION FROM THE SAN FRANCISCO INTERNATIONAL AIRPORT
 HT3705'CONTROL TOWER, PROCEED NORTHWARD ON THE SOUTH AIRPORT BLVD. AND
 HT3705'THEN TURN EASTWARD ONTO THE ACCESS ROAD TO THE FLYING TIGERS HANGER.
 HT3705'ABOUT 1/2 MILE DOWN ACCESS ROAD TURN LEFT ONTO THE DIRT SHORELINE
 HT3705'ROAD AND FOLLOW TO THE SOUTH END,  THE STATION IS AS DESCRIBED
 HT3705'NEAR THE SOUTH END OF THE DIRT SHORE ROAD.
 HT3705'
 HT3705'DESCRIBED B.H. LUND
 HT3705
 HT3705                          STATION RECOVERY (1982)
 HT3705
 HT3705'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (PRC)
 HT3705'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8700 ***********************************************************************
 AB8700  DESIGNATION -  3
 AB8700  PID         -  AB8700
 AB8700  STATE/COUNTY-  CA/ORANGE
 AB8700  USGS QUAD   -  LAGUNA BEACH (1981)
 AB8700
 AB8700                         *CURRENT SURVEY CONTROL
 AB8700  ___________________________________________________________________
 AB8700* NAD 83(1986)-  33 37 13.     (N)    117 50 34.     (W)     SCALED    
 AB8700* NAVD 88     -       146.082  (meters)     479.27   (feet)  ADJUSTED  
 AB8700  ___________________________________________________________________
 AB8700  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AB8700  DYNAMIC HT  -         145.930 (meters)     478.77  (feet)  COMP
 AB8700  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 AB8700
 AB8700  VERT ORDER  -  THIRD
 AB8700
 AB8700.The horizontal coordinates were scaled from a topographic map and have
 AB8700.an estimated accuracy of +/- 6 seconds.
 AB8700
 AB8700.The orthometric height was determined by differential leveling
 AB8700.and adjusted in February 1997.
 AB8700
 AB8700.The geoid height was determined by GEOID03.
 AB8700
 AB8700.The dynamic height is computed by dividing the NAVD 88
 AB8700.geopotential number by the normal gravity value computed on the
 AB8700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8700.degrees latitude (g = 980.6199 gals.).
 AB8700
 AB8700.The modeled gravity was interpolated from observed gravity values.
 AB8700
 AB8700;                    North         East    Units  Estimated Accuracy
 AB8700;SPC CA 6     -   662,340.    1,852,210.      MT  (+/- 180 meters Scaled)
 AB8700
 AB8700                          SUPERSEDED SURVEY CONTROL
 AB8700
 AB8700.No superseded survey control is available for this station.
 AB8700
 AB8700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218203(NAD 83)
 AB8700_MARKER: DB = BENCH MARK DISK
 AB8700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8700_STAMPING: 3
 AB8700_MARK LOGO: MWDSC 
 AB8700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8700+STABILITY: SURFACE MOTION
 AB8700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8700+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1994
 AB8700
 AB8700  HISTORY     - Date     Condition        Report By
 AB8700  HISTORY     - 1989     MONUMENTED       MWDSC
 AB8700  HISTORY     - 19940324 GOOD             MWDSC
 AB8700
 AB8700                          STATION DESCRIPTION
 AB8700
 AB8700'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8700'NEWPORT BEACH, 0.2 MILE (0.3 KM) EAST ALONG FORD RD FROM THE
 AB8700'INTERSECTION WITH SAN MIGUEL DR TO THE ENTRANCE ROAD TO MWDSC SAN
 AB8700'JOAQUIN RESERVOIR LOCKED GATE, THEN 0.62 MILE (1.00 KM) SOUTH ALONG
 AB8700'ENTRANCE RD TO THE RESERVOIR CONTROL BUILDING, CONTINUE 0.3 MILE (0.5
 AB8700'KM) UP THE HILL TO THE CREST OF DAM, NEAR THE NORTHEAST CORNER ON
 AB8700'CREST, 5 FEET (1.5 M) BACK OF GUARD RAIL AND 20 FEET (6.1 M) NORTHWEST
 AB8700'FROM CENTERLINE OF ROAD.  FOUND A MWDSC 3 INCH BRASS DISK STAMPED 3
 AB8700'SET FLUSH IN TOP OF A 1 FOOT (0.3 M) SQUARE CONCRETE MONUMENT, 0.2
 AB8700'FOOT (6.1 CM) ABOVE GROUND AND 2 FEET (0.6 M) FROM OF A CARSONITE
 AB8700'WITNESS POST.  REFERENCE MWD FB 2526 03 024.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0789 ***********************************************************************
 DY0789  DESIGNATION -  3 1 A LA CO
 DY0789  PID         -  DY0789
 DY0789  STATE/COUNTY-  CA/ORANGE
 DY0789  USGS QUAD   -  WHITTIER (1981)
 DY0789
 DY0789                         *CURRENT SURVEY CONTROL
 DY0789  ___________________________________________________________________
 DY0789* NAD 83(1986)-  33 53 14.     (N)    118 00 42.     (W)     SCALED    
 DY0789* NAVD 88     -        34.17   (+/-2cm)     112.1    (feet)  VERTCON   
 DY0789  ___________________________________________________________________
 DY0789  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DY0789  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0789
 DY0789.The horizontal coordinates were scaled from a topographic map and have
 DY0789.an estimated accuracy of +/- 6 seconds.
 DY0789
 DY0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0789.The vertical order pertains to the NGVD 29 superseded value.
 DY0789
 DY0789.The geoid height was determined by GEOID03.
 DY0789
 DY0789;                    North         East    Units  Estimated Accuracy
 DY0789;SPC CA 6     -   692,200.    1,837,040.      MT  (+/- 180 meters Scaled)
 DY0789
 DY0789                          SUPERSEDED SURVEY CONTROL
 DY0789
 DY0789  NGVD 29 (??/??/92)   33.45   (m)          109.7    (f) COMPUTED    1 1
 DY0789
 DY0789.Superseded values are not recommended for survey control.
 DY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0789.See file dsdata.txt to determine how the superseded data were derived.
 DY0789
 DY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT064501(NAD 83)
 DY0789_MARKER: DD = SURVEY DISK
 DY0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0789_SP_SET: BRASS CAP
 DY0789_STAMPING: BM 3-1A RE 5869 1961
 DY0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0789
 DY0789  HISTORY     - Date     Condition        Report By
 DY0789  HISTORY     - 1961     MONUMENTED       CA-037
 DY0789  HISTORY     - 1968     GOOD             CA-037
 DY0789  HISTORY     - 1974     GOOD             CA-059
 DY0789
 DY0789                          STATION DESCRIPTION
 DY0789
 DY0789'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0789'AT LA MIRADA.
 DY0789'ABOUT 1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DY0789'RAILWAY FROM ITS OVERCROSSING OF BEACH BOULEVARD (HIGHWAY 39)
 DY0789'AT BUENA PARK, TO THE CROSSING AT ALONDRA BOULEVARD, 110.2 FEET
 DY0789'SOUTHEAST FROM THE EAST PROLONGATION OF A LINE ALONG THE SOUTH
 DY0789'CURB OF THE BOULEVARD, 32.5 FEET SOUTHWEST FROM THE CENTER LINE
 DY0789'OF STATE ROAD, 15.3 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER
 DY0789'485, 45.5 FEET NORTHEAST FROM THE MOST NORTHEASTERLY RAIL OF
 DY0789'THREE TRACKS, A BRASS CAP SET IN CONCRETE, 1 FOOT SOUTHWEST
 DY0789'FROM THE FACE OF THE CURB AND ABOUT 10 INCHES LOWER THAN THE
 DY0789'TOP OF THE CURB.
 DY0789
 DY0789                          STATION RECOVERY (1974)
 DY0789
 DY0789'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DY0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4811 ***********************************************************************
 DX4811  DESIGNATION -  3 10 1
 DX4811  PID         -  DX4811
 DX4811  STATE/COUNTY-  CA/ORANGE
 DX4811  USGS QUAD   -  LA HABRA (1981)
 DX4811
 DX4811                         *CURRENT SURVEY CONTROL
 DX4811  ___________________________________________________________________
 DX4811* NAD 83(1992)-  33 56 01.79215(N)    117 52 52.92424(W)     ADJUSTED  
 DX4811* NAVD 88     -       221.71   (+/-2cm)     727.4    (feet)  VERTCON   
 DX4811  ___________________________________________________________________
 DX4811  EPOCH DATE  -        1991.35
 DX4811  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 DX4811  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DX4811  HORZ ORDER  -  SECOND
 DX4811  VERT ORDER  -  THIRD ? (See Below)
 DX4811
 DX4811.The horizontal coordinates were established by classical geodetic methods
 DX4811.and adjusted by the National Geodetic Survey in June 1996.
 DX4811.The horizontal coordinates are valid at the epoch date displayed above.
 DX4811.The epoch date for horizontal control is a decimal equivalence
 DX4811.of Year/Month/Day.
 DX4811
 DX4811.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4811.The vertical order pertains to the NGVD 29 superseded value.
 DX4811
 DX4811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4811
 DX4811.The geoid height was determined by GEOID03.
 DX4811
 DX4811;                    North         East     Units Scale Factor Converg.
 DX4811;SPC CA 6     -   697,169.122 1,849,174.494   MT  1.00000883   -0 53 47.3
 DX4811;SPC CA 6     - 2,287,295.69  6,066,833.32   sFT  1.00000883   -0 53 47.3
 DX4811;UTM  11      - 3,755,169.106   418,543.315   MT  0.99968179   -0 29 31.3
 DX4811
 DX4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4811!SPC CA 6     -   0.99997064  x   1.00000883  =   0.99997947
 DX4811!UTM  11      -   0.99997064  x   0.99968179  =   0.99965244
 DX4811
 DX4811:                Primary Azimuth Mark                     Grid Az
 DX4811:SPC CA 6     -  UNION AUX                                108 07 44.6
 DX4811:UTM  11      -  UNION AUX                                107 43 28.6
 DX4811
 DX4811|---------------------------------------------------------------------|
 DX4811| PID    Reference Object                     Distance      Geod. Az  |
 DX4811|                                                           dddmmss.s |
 DX4811| DX4684 UNION AUX                           APPROX. 1.9 KM 1071357.3 |
 DX4811| DX4807 STEARNS                             372.294 METERS 34851     |
 DX4811|---------------------------------------------------------------------|
 DX4811
 DX4811                          SUPERSEDED SURVEY CONTROL
 DX4811
 DX4811  NAD 83(1986)-  33 56 01.79244(N)    117 52 52.92346(W) AD(1984.00) 2
 DX4811  NAD 27      -  33 56 01.74810(N)    117 52 49.71220(W) AD(       ) 2
 DX4811  NGVD 29 (07/19/86)  220.97   (m)          725.0    (f) LEVELING    3  
 DX4811
 DX4811.Superseded values are not recommended for survey control.
 DX4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4811.See file dsdata.txt to determine how the superseded data were derived.
 DX4811
 DX4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1854355169(NAD 83)
 DX4811
 DX4811  HISTORY     - Date     Condition        Report By
 DX4811  HISTORY     - 1968     MONUMENTED       CA-059
 DX4811  HISTORY     - 20070324 MARK NOT FOUND   GEOCAC
 DX4811
 DX4811                          STATION DESCRIPTION
 DX4811
 DX4811'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4811'TO REACH THE STATION FROM THE INTERSECTION OF IMPERIAL HIGHWAY
 DX4811'AND BREA CANYON ROAD, GO NORTHERLY ON BREA CANYON ROAD 1.1 MILE
 DX4811'TO CENTRAL AVENUE, TURN RIGHT AND GO 0.6 MILE TO BALSA AVENUE,
 DX4811'TURN LEFT AND GO 0.25 MILE TO A DIRT ROAD, TURN RIGHT AND GO UP
 DX4811'THE HILL 0.25 MILE TO THE STATION SITE.  MONUMENT IS LOCATED ON
 DX4811'THE EAST SIDE OF A FLAT PAD NEAR OIL WELL STEARNS NO. 192.
 DX4811'
 DX4811'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 3-10-1.
 DX4811
 DX4811                          STATION RECOVERY (2007)
 DX4811
 DX4811'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX4811'MARK NOT RECOVERED.  OIL WELL NUMBER UNCHANGED.  WORK IN PROCESS IN
 DX4811'THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4819 ***********************************************************************
 DX4819  DESIGNATION -  3 10 10
 DX4819  PID         -  DX4819
 DX4819  STATE/COUNTY-  CA/ORANGE
 DX4819  USGS QUAD   -  LA HABRA (1981)
 DX4819
 DX4819                         *CURRENT SURVEY CONTROL
 DX4819  ___________________________________________________________________
 DX4819* NAD 83(1992)-  33 55 37.98278(N)    117 54 26.29980(W)     ADJUSTED  
 DX4819* NAVD 88     -       129.38   (+/-2cm)     424.5    (feet)  VERTCON   
 DX4819  ___________________________________________________________________
 DX4819  EPOCH DATE  -        1991.35
 DX4819  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 DX4819  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DX4819  HORZ ORDER  -  SECOND
 DX4819  VERT ORDER  -  THIRD ? (See Below)
 DX4819
 DX4819.The horizontal coordinates were established by classical geodetic methods
 DX4819.and adjusted by the National Geodetic Survey in June 1996.
 DX4819.The horizontal coordinates are valid at the epoch date displayed above.
 DX4819.The epoch date for horizontal control is a decimal equivalence
 DX4819.of Year/Month/Day.
 DX4819
 DX4819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4819.The vertical order pertains to the NGVD 29 superseded value.
 DX4819
 DX4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4819
 DX4819.The geoid height was determined by GEOID03.
 DX4819
 DX4819;                    North         East     Units Scale Factor Converg.
 DX4819;SPC CA 6     -   696,473.427 1,846,765.010   MT  1.00000763   -0 54 38.6
 DX4819;SPC CA 6     - 2,285,013.24  6,058,928.20   sFT  1.00000763   -0 54 38.6
 DX4819;UTM  11      - 3,754,456.654   416,139.579   MT  0.99968669   -0 30 23.2
 DX4819
 DX4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4819!SPC CA 6     -   0.99998516  x   1.00000763  =   0.99999279
 DX4819!UTM  11      -   0.99998516  x   0.99968669  =   0.99967185
 DX4819
 DX4819|---------------------------------------------------------------------|
 DX4819| PID    Reference Object                     Distance      Geod. Az  |
 DX4819|                                                           dddmmss.s |
 DX4819| CC2159 3 10 10 RM 1                          4.808 METERS 00205     |
 DX4819| DX4800 BREA UNDERGROUND                    APPROX. 3.4 KM 0251456.7 |
 DX4819| CC2161 3 10 10 RM 3                          3.145 METERS 25246     |
 DX4819|---------------------------------------------------------------------|
 DX4819
 DX4819                          SUPERSEDED SURVEY CONTROL
 DX4819
 DX4819  NAD 83(1986)-  33 55 37.98298(N)    117 54 26.29887(W) AD(1984.00) 2
 DX4819  NAD 27      -  33 55 37.93820(N)    117 54 23.08540(W) AD(       ) 2
 DX4819  NGVD 29 (07/19/86)  128.64   (m)          422.0    (f) LEVELING    3  
 DX4819
 DX4819.Superseded values are not recommended for survey control.
 DX4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4819.See file dsdata.txt to determine how the superseded data were derived.
 DX4819
 DX4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1614054457(NAD 83)
 DX4819_MARKER: Z = SEE DESCRIPTION
 DX4819_SETTING: 0 = UNSPECIFIED SETTING
 DX4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX4819+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2007
 DX4819
 DX4819  HISTORY     - Date     Condition        Report By
 DX4819  HISTORY     - 1974     MONUMENTED       CA-059
 DX4819  HISTORY     - 20070322 GOOD             GEOCAC
 DX4819
 DX4819                          STATION DESCRIPTION
 DX4819
 DX4819'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4819'THE STATION IS LOCATED AT THE BREA FIRE STATION.
 DX4819'
 DX4819'TO REACH THE STATION FROM THE INTERSECTION OF LAMBERT ROAD AND
 DX4819'BERRY STREET IN BREA, GO NORTH ON BERRY STREET 0.2 MILE TO CITY
 DX4819'OF BREA FIRE STATION ON THE WEST SIDE OF BERRY STREET.  STATION
 DX4819'IS ON TOP OF THE THREE STORM CINDER BLOCK DRILL TOWER.  STAIRWAY
 DX4819'IS ON NORTH SIDE OF TOWER.
 DX4819'
 DX4819'STATION MARK IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-10
 DX4819'1973.  THE STATION MARK IS EPOXIED FLUSH WITH THE ROOF ABOUT 6
 DX4819'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE DRILL TOWER.
 DX4819'
 DX4819'REFERENCE MARK 1 IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED RM 1
 DX4819'3-10-10 1973.  IT IS 3.5 FEET SOUTH OF THE ROOF DOORWAY EPOXIED TO
 DX4819'THE ROOF, 1.5 FEET SOUTH OF A 3 INCH DIAMETER WATER HYDRANT, 4.8
 DX4819'FEET WEST OF THE EAST PARAPET WALL, AND 5.871 METERS SOUTHEAST TO
 DX4819'RM 2.
 DX4819'
 DX4819'REFERENCE MARK 2 IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-10
 DX4819'1973 RM 2, EPOXIED TO THE ROOF ABOUT 0.7 FEET NORTHWEST OF THE
 DX4819'SOUTHEAST CORNER OF THE ROOF AND 4.176 METERS TO RM 3.
 DX4819'
 DX4819'REFERENCE MARK 3 IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-10
 DX4819'1973 RM 3, EPOXIED TO THE ROOF, 0.6 FEET NORTHEAST OF THE
 DX4819'SOUTHWEST CORNER OF THE ROOF AND 6.557 METERS NORTHEAST TO RM 1.
 DX4819'
 DX4819'FIRE CHIEF, KENNETH L. STAGGS, (714-529-4951) MUST BE CONTACTED
 DX4819'TWENTY-FOUR HOURS PRIOR TO OCCUPATION.  PRESENT SURVEYING
 DX4819'EQUIPMENT WILL NOT INTERFERE WITH THE ALARM SYSTEM.
 DX4819'
 DX4819'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 DX4819
 DX4819                          STATION RECOVERY (2007)
 DX4819
 DX4819'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX4819'STATION MARK AND ALL THREE RM'S RECOVERED AS DESCRIBED.  THE DRILL
 DX4819'TOWER IS NOT IS NORMAL USE NOW.  REPAIRS OR DESTRUCTION ARE PLANNED
 DX4819'DUE TO STAIR AND ROOF ROT. UNKNOWN IF MARKS WILL BE DISTURBED.  MARKS
 DX4819'SEEM SECURE, BUT USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4813 ***********************************************************************
 DX4813  DESIGNATION -  3 10 12
 DX4813  PID         -  DX4813
 DX4813  STATE/COUNTY-  CA/ORANGE
 DX4813  USGS QUAD   -  LA HABRA (1981)
 DX4813
 DX4813                         *CURRENT SURVEY CONTROL
 DX4813  ___________________________________________________________________
 DX4813* NAD 83(1992)-  33 55 29.65149(N)    117 53 10.81122(W)     ADJUSTED  
 DX4813* NAVD 88     -       123.39   (+/-2cm)     404.8    (feet)  VERTCON   
 DX4813  ___________________________________________________________________
 DX4813  EPOCH DATE  -        1991.35
 DX4813  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 DX4813  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DX4813  HORZ ORDER  -  SECOND
 DX4813  VERT ORDER  -  THIRD ? (See Below)
 DX4813
 DX4813.The horizontal coordinates were established by classical geodetic methods
 DX4813.and adjusted by the National Geodetic Survey in June 1996.
 DX4813.The horizontal coordinates are valid at the epoch date displayed above.
 DX4813.The epoch date for horizontal control is a decimal equivalence
 DX4813.of Year/Month/Day.
 DX4813
 DX4813.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4813.The vertical order pertains to the NGVD 29 superseded value.
 DX4813
 DX4813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4813
 DX4813.The geoid height was determined by GEOID03.
 DX4813
 DX4813;                    North         East     Units Scale Factor Converg.
 DX4813;SPC CA 6     -   696,186.135 1,848,699.626   MT  1.00000721   -0 53 57.1
 DX4813;SPC CA 6     - 2,284,070.68  6,065,275.36   sFT  1.00000721   -0 53 57.1
 DX4813;UTM  11      - 3,754,183.112   418,075.550   MT  0.99968274   -0 29 40.9
 DX4813
 DX4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4813!SPC CA 6     -   0.99998609  x   1.00000721  =   0.99999330
 DX4813!UTM  11      -   0.99998609  x   0.99968274  =   0.99966883
 DX4813
 DX4813|---------------------------------------------------------------------|
 DX4813| PID    Reference Object                     Distance      Geod. Az  |
 DX4813|                                                           dddmmss.s |
 DX4813| CC2164 3 10 12 RM 3                          9.613 METERS 01626     |
 DX4813| CC2162 3 10 12 RM 1                         11.520 METERS 18110     |
 DX4813| DX4818 FULLERTON ELEM SCH DIST MAST        APPROX. 3.9 KM 2015834.0 |
 DX4813| CC2163 3 10 12 RM 2                         14.210 METERS 30752     |
 DX4813|---------------------------------------------------------------------|
 DX4813
 DX4813                          SUPERSEDED SURVEY CONTROL
 DX4813
 DX4813  NAD 83(1986)-  33 55 29.65194(N)    117 53 10.81039(W) AD(1984.00) 2
 DX4813  NAD 27      -  33 55 29.60640(N)    117 53 07.59900(W) AD(       ) 2
 DX4813  NGVD 29 (07/19/86)  122.65   (m)          402.4    (f) LEVELING    3  
 DX4813
 DX4813.Superseded values are not recommended for survey control.
 DX4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4813.See file dsdata.txt to determine how the superseded data were derived.
 DX4813
 DX4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1807654183(NAD 83)
 DX4813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4813
 DX4813  HISTORY     - Date     Condition        Report By
 DX4813  HISTORY     - 1974     MONUMENTED       CA-059
 DX4813
 DX4813                          STATION DESCRIPTION
 DX4813
 DX4813'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4813'THE STATION IS LOCATED AT MUELLER PARK IN BREA.
 DX4813'
 DX4813'TO REACH THE STATION FROM THE INTERSECTION OF STATE COLLEGE
 DX4813'BOULEVARD AND LAMBERT ROAD, PROCEED WEST 0.2 MILE TO 630 EAST
 DX4813'LAMBERT ROAD AND WESTERLY ASPHALT DRIVE OF THE MUELLER
 DX4813'COMPANY.  STATION IS LOCATED AT THE NORTHEAST CORNER OF A LITTLE
 DX4813'LEAGUE BASEBALL FIELD IN MUELLER PARK AND IS SET 15 FEET WEST OF
 DX4813'THE WEST EDGE OF THE ASPHALT DRIVE AND 28 FEET SOUTH OF THE
 DX4813'SOUTH CURB OF LAMBERT ROAD.  MR. LLOYD W. DARNELL, PLANT MANAGER
 DX4813'OF THE MUELLER COMPANY CAN BE CONTACTED BY CALLING
 DX4813'714-529-1981.
 DX4813'
 DX4813'THE STATION MARK IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-12
 DX4813'1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH CONCRETE BLOCK
 DX4813'THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 DX4813'SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3 FEET BELOW THE GROUND
 DX4813'SURFACE.
 DX4813'
 DX4813'REFERENCE MARK 1, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-12
 DX4813'1974 RM 1, IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH THE
 DX4813'GROUND.  THE MARK IS 68.9 FEET SOUTH OF THE SOUTH CURB FACE, 68
 DX4813'FEET SSE OF LIGHT POLE 39, AND 9.2 FEET WEST OF A 12 INCH DIAMETER
 DX4813'EVERGREEN TREE.
 DX4813'
 DX4813'REFERENCE MARK 2, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-12
 DX4813'1974 RM 2, IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH THE
 DX4813'GROUND.  THE MARK IS 46.8 FEET WEST OF THE WEST EDGE OF A CONCRETE
 DX4813'DRIVE APPROACH, 22 FEET WEST OF LIGHT POLE 39, AND ONE FOOT SOUTH
 DX4813'OF THE SOUTH CURB FACE.
 DX4813'
 DX4813'REFERENCE MARK 3, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-12
 DX4813'1974 RM 3, IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH THE
 DX4813'GROUND.  THE MARK IS 23.9 FEET EAST OF LIGHT POLE 39, 16.7 FEET
 DX4813'NORTH OF A 10 INCH DIAMETER EVERGREEN TREE.
 DX4813'
 DX4813'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4821 ***********************************************************************
 DX4821  DESIGNATION -  3 10 17
 DX4821  PID         -  DX4821
 DX4821  STATE/COUNTY-  CA/ORANGE
 DX4821  USGS QUAD   -  LA HABRA (1981)
 DX4821
 DX4821                         *CURRENT SURVEY CONTROL
 DX4821  ___________________________________________________________________
 DX4821* NAD 83(1992)-  33 54 31.07964(N)    117 56 39.63761(W)     ADJUSTED  
 DX4821* NAVD 88     -       163.10   (+/-2cm)     535.1    (feet)  VERTCON   
 DX4821  ___________________________________________________________________
 DX4821  EPOCH DATE  -        1991.35
 DX4821  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 DX4821  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DX4821  HORZ ORDER  -  SECOND
 DX4821  VERT ORDER  -  THIRD ? (See Below)
 DX4821
 DX4821.The horizontal coordinates were established by classical geodetic methods
 DX4821.and adjusted by the National Geodetic Survey in June 1996.
 DX4821.The horizontal coordinates are valid at the epoch date displayed above.
 DX4821.The epoch date for horizontal control is a decimal equivalence
 DX4821.of Year/Month/Day.
 DX4821
 DX4821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4821.The vertical order pertains to the NGVD 29 superseded value.
 DX4821
 DX4821.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4821
 DX4821.The geoid height was determined by GEOID03.
 DX4821
 DX4821;                    North         East     Units Scale Factor Converg.
 DX4821;SPC CA 6     -   694,467.352 1,843,307.240   MT  1.00000433   -0 55 51.9
 DX4821;SPC CA 6     - 2,278,431.64  6,047,583.84   sFT  1.00000433   -0 55 51.9
 DX4821;UTM  11      - 3,752,426.873   412,697.136   MT  0.99969396   -0 31 36.7
 DX4821
 DX4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4821!SPC CA 6     -   0.99997990  x   1.00000433  =   0.99998423
 DX4821!UTM  11      -   0.99997990  x   0.99969396  =   0.99967386
 DX4821
 DX4821:                Primary Azimuth Mark                     Grid Az
 DX4821:SPC CA 6     -  LA HABRA CH OF OUR LADY CROSS            336 28 24.6
 DX4821:UTM  11      -  LA HABRA CH OF OUR LADY CROSS            336 04 09.4
 DX4821
 DX4821|---------------------------------------------------------------------|
 DX4821| PID    Reference Object                     Distance      Geod. Az  |
 DX4821|                                                           dddmmss.s |
 DX4821| DX4823 LA HABRA CH OF OUR LADY CROSS       APPROX. 2.8 KM 3353232.7 |
 DX4821|---------------------------------------------------------------------|
 DX4821
 DX4821                          SUPERSEDED SURVEY CONTROL
 DX4821
 DX4821  NAD 83(1986)-  33 54 31.08017(N)    117 56 39.63642(W) AD(1984.00) 2
 DX4821  NAD 27      -  33 54 31.03520(N)    117 56 36.42040(W) AD(       ) 2
 DX4821  NGVD 29 (07/19/86)  162.37   (m)          532.7    (f) LEVELING    3  
 DX4821
 DX4821.Superseded values are not recommended for survey control.
 DX4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4821.See file dsdata.txt to determine how the superseded data were derived.
 DX4821
 DX4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1269752427(NAD 83)
 DX4821_MARKER: Z = SEE DESCRIPTION
 DX4821_SETTING: 0 = UNSPECIFIED SETTING
 DX4821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4821
 DX4821  HISTORY     - Date     Condition        Report By
 DX4821  HISTORY     - 1974     MONUMENTED       CA-059
 DX4821
 DX4821                          STATION DESCRIPTION
 DX4821
 DX4821'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4821'THE STATION IS LOCATED IN NORTHERN FULLERTON AT CITY RESERVOIR
 DX4821'3 BC.
 DX4821'
 DX4821'TO REACH THE STATION FROM THE INTERSECTION OF IMPERIAL HIGHWAY AND
 DX4821'EUCLID STREET IN THE CITY OF LA HABRA, GO SOUTH 0.6 MILE TO
 DX4821'COUNTRY HILLS DRIVE, TURN LEFT AND GO 0.05 MILE TO LA TRAVESIA
 DX4821'DRIVE.  TURN RIGHT, GO 0.15 MILE TO LAS PALMAS DRIVE, TURN LEFT
 DX4821'AND GO 0.1 MILE TO AN ASPHALT ROAD ON THE LEFT LEADING TO A CITY
 DX4821'OF FULLERTON WATER TANK.  ACQUIRE KEY 2004 TO UNLOCK GATE AND
 DX4821'SAFETY SHROUD AND CLIMBING LADDER ON THE WEST SIDE OF THE TANK
 DX4821'TO STATION.
 DX4821'
 DX4821'STATION MARK IS A 3-3/4 IN OCS BRONZE DISK STAMPED 3-10-17
 DX4821'1973.  THE DISK IS EPOXIED TO THE VERY POINT OF THE CENTER
 DX4821'STRUCTURE OF A LARGE GREEN WATER TANK ON TOP OF A HILL.
 DX4821'
 DX4821'NO REFERENCE MARKS WERE SET.
 DX4821'
 DX4821'MR. ED SANDERS (714-525-7171) MUST BE GIVEN TWENTY-FOUR HOUR
 DX4821'NOTICE PRIOR TO OCCUPATION.  REFER CORRESPONDENCE TO RESERVOIR
 DX4821'3 BC.
 DX4821'
 DX4821'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4827 ***********************************************************************
 DX4827  DESIGNATION -  3 10 22
 DX4827  PID         -  DX4827
 DX4827  STATE/COUNTY-  CA/ORANGE
 DX4827  USGS QUAD   -  LA HABRA (1981)
 DX4827
 DX4827                         *CURRENT SURVEY CONTROL
 DX4827  ___________________________________________________________________
 DX4827* NAD 83(1992)-  33 53 24.73830(N)    117 55 20.51759(W)     ADJUSTED  
 DX4827* NAVD 88     -       112.98   (+/-2cm)     370.7    (feet)  VERTCON   
 DX4827  ___________________________________________________________________
 DX4827  EPOCH DATE  -        1991.35
 DX4827  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 DX4827  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DX4827  HORZ ORDER  -  SECOND
 DX4827  VERT ORDER  -  THIRD ? (See Below)
 DX4827
 DX4827.The horizontal coordinates were established by classical geodetic methods
 DX4827.and adjusted by the National Geodetic Survey in June 1996.
 DX4827.The horizontal coordinates are valid at the epoch date displayed above.
 DX4827.The epoch date for horizontal control is a decimal equivalence
 DX4827.of Year/Month/Day.
 DX4827
 DX4827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4827.The vertical order pertains to the NGVD 29 superseded value.
 DX4827
 DX4827.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4827
 DX4827.The geoid height was determined by GEOID03.
 DX4827
 DX4827;                    North         East     Units Scale Factor Converg.
 DX4827;SPC CA 6     -   692,390.733 1,845,306.784   MT  1.00000116   -0 55 08.4
 DX4827;SPC CA 6     - 2,271,618.60  6,054,144.01   sFT  1.00000116   -0 55 08.4
 DX4827;UTM  11      - 3,750,365.062   414,710.662   MT  0.99968967   -0 30 51.6
 DX4827
 DX4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4827!SPC CA 6     -   0.99998776  x   1.00000116  =   0.99998892
 DX4827!UTM  11      -   0.99998776  x   0.99968967  =   0.99967744
 DX4827
 DX4827:                Primary Azimuth Mark                     Grid Az
 DX4827:SPC CA 6     -  FULLERTON ELEM SCH DIST MAST             083 12 28.6
 DX4827:UTM  11      -  FULLERTON ELEM SCH DIST MAST             082 48 11.8
 DX4827
 DX4827|---------------------------------------------------------------------|
 DX4827| PID    Reference Object                     Distance      Geod. Az  |
 DX4827|                                                           dddmmss.s |
 DX4827| DX4818 FULLERTON ELEM SCH DIST MAST        APPROX. 1.9 KM 0821720.2 |
 DX4827| CC2166 3 10 22 RM 3                          6.152 METERS 24855     |
 DX4827| DX4822 WHITTIER TV STA KOCE MAST           APPROX. 9.4 KM 3442441.6 |
 DX4827| CC2165 3 10 22 RM 1                         10.936 METERS 35334     |
 DX4827|---------------------------------------------------------------------|
 DX4827
 DX4827                          SUPERSEDED SURVEY CONTROL
 DX4827
 DX4827  NAD 83(1986)-  33 53 24.73871(N)    117 55 20.51660(W) AD(1984.00) 2
 DX4827  NAD 27      -  33 53 24.69150(N)    117 55 17.30350(W) AD(       ) 2
 DX4827  NGVD 29 (07/19/86)  112.26   (m)          368.3    (f) LEVELING    3  
 DX4827
 DX4827.Superseded values are not recommended for survey control.
 DX4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4827.See file dsdata.txt to determine how the superseded data were derived.
 DX4827
 DX4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1471150365(NAD 83)
 DX4827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4827
 DX4827  HISTORY     - Date     Condition        Report By
 DX4827  HISTORY     - 1974     MONUMENTED       CA-059
 DX4827  HISTORY     - 20070428 POOR             GEOCAC
 DX4827
 DX4827                          STATION DESCRIPTION
 DX4827
 DX4827'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4827'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH OF THE INTERSECTION OF
 DX4827'HARBOR AND BREA BOULEVARDS IN FULLERTON.
 DX4827'
 DX4827'TO REACH THE STATION FROM THE INTERSECTION OF BREA BOULEVARD AND
 DX4827'LEMON STREET IN FULLERTON, GO 0.25 MILE NORTH ON MARION BOULEVARD
 DX4827'AND TURN LEFT ON PARKVIEW DRIVE, THEN GO 0.05 MILE TO HELEN DRIVE,
 DX4827'TURN LEFT AND GO ABOUT 200 FEET ON HELEN DRIVE TO A DIRT ROAD ON
 DX4827'THE RIGHT.  FOLLOW DIRT ROAD TO TOP OF HILL AND STATION SITE.
 DX4827'
 DX4827'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4827'3-10-22 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH CONCRETE
 DX4827'BLOCK THAT PROJECTS ABOUT TWO INCHES ABOVE GROUND SURFACE.  THE
 DX4827'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3
 DX4827'FEET BELOW THE GROUND SURFACE.  THE MARK IS SET 19.0 FEET EAST OF
 DX4827'THE NORTHEAST CORNER OF A CHAIN LINK FENCE AND 11.5 FEET
 DX4827'WEST-SOUTH-WEST OF A CONCRETE FOOTING OF A REMOVED STRUCTURE.
 DX4827'
 DX4827'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-22
 DX4827'RM 1 1974 IS SET IN AN ABANDONED CONCRETE BASE 0.5 FEET FROM THE
 DX4827'NORTHWEST CORNER OF THE BASE.
 DX4827'
 DX4827'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-22
 DX4827'1974 RM2, IS SET IN AN ABANDONED CONCRETE BASE PROJECTING 0.5 FEET
 DX4827'ABOVE THE GROUND ABOUT 0.5 FEET FROM THE SOUTHWEST CORNER OF THE
 DX4827'BASE.
 DX4827'
 DX4827'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-22
 DX4827'1974 RM3, IS SET IN A CONCRETE CYLINDER PROJECTING TWO INCHES ABOVE
 DX4827'THE GROUND SURFACE.  THE MARK IS 23.5 FEET EAST OF THE NORTHEAST
 DX4827'CORNER OF A CORRUGATED METAL BUILDING AND IS 2.0 FEET NORTH OF
 DX4827'THE NORTHEAST CORNER OF A FENCE.
 DX4827'
 DX4827'STATION LOCATION IS AT THE BREA DAM SITE.  MR. RUDY KUHN
 DX4827'(213-688-5522, EXT.5635) OF THE U.S. ARMY ENGINEER DISTRICT,
 DX4827'P.O. BOX 2711, LOS ANGELES GRANTED PERMISSION TO SET MONUMENT.
 DX4827'
 DX4827'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 DX4827
 DX4827                          STATION RECOVERY (2007)
 DX4827
 DX4827'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX4827'STATION MARK FOUND WITH DISC EVIDENTLY SCRAPED OFF THE MONUMENT BY
 DX4827'BRUSH CLEARANCE WITH DOZER.  THE STEM OF THE DISC REMAINS.  STATION
 DX4827'CONCRETE MONUMENT IS SOLID IN THE GROUND AND NOT TILTED.  RM1 AND RM2
 DX4827'FOUND IN GOOD CONDITION.  RM3 NOT FOUND.  LOCATION OF STATION MARK
 DX4827'MONUMENT AND DISC STEM VERIFIED BY DIRECTION AND MEASUREMENT FROM RM1
 DX4827'AND RM2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4812 ***********************************************************************
 DX4812  DESIGNATION -  3 10 25
 DX4812  PID         -  DX4812
 DX4812  STATE/COUNTY-  CA/ORANGE
 DX4812  USGS QUAD   -  LA HABRA (1981)
 DX4812
 DX4812                         *CURRENT SURVEY CONTROL
 DX4812  ___________________________________________________________________
 DX4812* NAD 83(1992)-  33 52 49.60772(N)    117 53 03.79557(W)     ADJUSTED  
 DX4812* NAVD 88     -       109.90   (+/-2cm)     360.6    (feet)  VERTCON   
 DX4812  ___________________________________________________________________
 DX4812  EPOCH DATE  -        1991.35
 DX4812  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 DX4812  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DX4812  HORZ ORDER  -  SECOND
 DX4812  VERT ORDER  -  THIRD ? (See Below)
 DX4812
 DX4812.The horizontal coordinates were established by classical geodetic methods
 DX4812.and adjusted by the National Geodetic Survey in June 1996.
 DX4812.The horizontal coordinates are valid at the epoch date displayed above.
 DX4812.The epoch date for horizontal control is a decimal equivalence
 DX4812.of Year/Month/Day.
 DX4812
 DX4812.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4812.The vertical order pertains to the NGVD 29 superseded value.
 DX4812
 DX4812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4812
 DX4812.The geoid height was determined by GEOID03.
 DX4812
 DX4812;                    North         East     Units Scale Factor Converg.
 DX4812;SPC CA 6     -   691,252.744 1,848,802.508   MT  0.99999952   -0 53 53.2
 DX4812;SPC CA 6     - 2,267,885.04  6,065,612.89   sFT  0.99999952   -0 53 53.2
 DX4812;UTM  11      - 3,749,252.153   418,213.239   MT  0.99968246   -0 29 34.9
 DX4812
 DX4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4812!SPC CA 6     -   0.99998823  x   0.99999952  =   0.99998775
 DX4812!UTM  11      -   0.99998823  x   0.99968246  =   0.99967069
 DX4812
 DX4812:                Primary Azimuth Mark                     Grid Az
 DX4812:SPC CA 6     -  YORBA LINDA PLANT SE FP                  060 46 53.8
 DX4812:UTM  11      -  YORBA LINDA PLANT SE FP                  060 22 35.5
 DX4812
 DX4812|---------------------------------------------------------------------|
 DX4812| PID    Reference Object                     Distance      Geod. Az  |
 DX4812|                                                           dddmmss.s |
 DX4812| DX4672 YORBA LINDA PLANT SE FP             APPROX. 6.9 KM 0595300.6 |
 DX4812| DX4765 FULLERTON UNION HS DOME             APPROX. 3.4 KM 2585547.8 |
 DX4812|---------------------------------------------------------------------|
 DX4812
 DX4812                          SUPERSEDED SURVEY CONTROL
 DX4812
 DX4812  NAD 83(1986)-  33 52 49.60808(N)    117 53 03.79480(W) AD(1984.00) 2
 DX4812  NAD 27      -  33 52 49.55840(N)    117 53 00.58590(W) AD(       ) 2
 DX4812  NGVD 29 (07/19/86)  109.17   (m)          358.2    (f) LEVELING    3  
 DX4812
 DX4812.Superseded values are not recommended for survey control.
 DX4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4812.See file dsdata.txt to determine how the superseded data were derived.
 DX4812
 DX4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1821349252(NAD 83)
 DX4812_MARKER: Z = SEE DESCRIPTION
 DX4812_SETTING: 0 = UNSPECIFIED SETTING
 DX4812
 DX4812  HISTORY     - Date     Condition        Report By
 DX4812  HISTORY     - 1974     MONUMENTED       CA-059
 DX4812
 DX4812                          STATION DESCRIPTION
 DX4812
 DX4812'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4812'THE STATION IS LOCATED AT CALIFORNIA STATE UNIVERSITY IN THE CITY
 DX4812'OF FULLERTON.
 DX4812'
 DX4812'TO REACH THE STATION FROM THE INTERSECTION OF NUTWOOD AVENUE AND
 DX4812'STATE COLLEGE BOULEVARD IN FULLERTON, GO EAST ON NUTWOOD TO THE
 DX4812'COLLEGE ADMINISTRATION BUILDING.  TURN LEFT, THEN SHARP RIGHT AND
 DX4812'FOLLOW ROAD TO Y WITH THE RIGHT HAND ROAD LEADING TO A PARKING
 DX4812'LOT.  BEAR LEFT AND FOLLOW ROAD TO A NARROW PAVED ROAD LEADING TO
 DX4812'A PARKING LOT ON THE EAST SIDE OF THE 8-STORY HUMANITIES AND
 DX4812'SOCIAL SCIENCES BUILDING AND ELEVATORS ON THE WEST SIDE OF
 DX4812'BUILDING TO ROOF.  CALL PHONE (714) 870-2122 ON CAMPUS PHONE
 DX4812'FOR ESCORT TO UNLOCK ROOF HATCH.
 DX4812'
 DX4812'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4812'3-10-25 1974 EPOXIED TO THE ROOF.  THE MARK IS 4.0 FEET SOUTH OF
 DX4812'ROOF ACCESS TRAP DOOR AND 3.5 FEET EAST OF A 3.0 FEET HIGH CONCRETE
 DX4812'PARAPET WALL ON THE ROOF OF THE WESTERLY STAIRWELL.
 DX4812'
 DX4812'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-25
 DX4812'1974 RM 1 IS EPOXIED TO THE TOP OF PARAPET WALL 5.3 FEET SOUTH OF
 DX4812'THE NORTHWEST CORNER.
 DX4812'
 DX4812'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-25
 DX4812'1974 RM 2, IS EPOXIED TO THE TOP OF PARAPET WALL 5.9 FEET EAST OF
 DX4812'THE NORTHWEST CORNER AND 7.35 FEET NORTHEAST FROM RM 1.
 DX4812'
 DX4812'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-25
 DX4812'1974 RM 3, IS EPOXIED TO THE TOP OF PARAPET WALL 4.4 FEET SOUTH OF
 DX4812'NORTHEAST CORNER AND 80.6 FEET SOUTHEAST OF RM 2.
 DX4812'
 DX4812'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4776 ***********************************************************************
 DX4776  DESIGNATION -  3 10 32
 DX4776  PID         -  DX4776
 DX4776  STATE/COUNTY-  CA/ORANGE
 DX4776  USGS QUAD   -  ANAHEIM (1981)
 DX4776
 DX4776                         *CURRENT SURVEY CONTROL
 DX4776  ___________________________________________________________________
 DX4776* NAD 83(1992)-  33 52 09.24267(N)    117 57 27.07507(W)     ADJUSTED  
 DX4776* NAVD 88     -        52.61   (+/-2cm)     172.6    (feet)  VERTCON   
 DX4776  ___________________________________________________________________
 DX4776  EPOCH DATE  -        1991.35
 DX4776  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 DX4776  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DX4776  HORZ ORDER  -  SECOND
 DX4776  VERT ORDER  -  THIRD ? (See Below)
 DX4776
 DX4776.The horizontal coordinates were established by classical geodetic methods
 DX4776.and adjusted by the National Geodetic Survey in June 1996.
 DX4776.The horizontal coordinates are valid at the epoch date displayed above.
 DX4776.The epoch date for horizontal control is a decimal equivalence
 DX4776.of Year/Month/Day.
 DX4776
 DX4776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4776.The vertical order pertains to the NGVD 29 superseded value.
 DX4776
 DX4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4776
 DX4776.The geoid height was determined by GEOID03.
 DX4776
 DX4776;                    North         East     Units Scale Factor Converg.
 DX4776;SPC CA 6     -   690,117.644 1,842,017.169   MT  0.99999767   -0 56 17.9
 DX4776;SPC CA 6     - 2,264,160.97  6,043,351.33   sFT  0.99999767   -0 56 17.9
 DX4776;UTM  11      - 3,748,069.500   411,438.185   MT  0.99969669   -0 32 01.2
 DX4776
 DX4776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4776!SPC CA 6     -   0.99999727  x   0.99999767  =   0.99999494
 DX4776!UTM  11      -   0.99999727  x   0.99969669  =   0.99969396
 DX4776
 DX4776|---------------------------------------------------------------------|
 DX4776| PID    Reference Object                     Distance      Geod. Az  |
 DX4776|                                                           dddmmss.s |
 DX4776| CC2170 3 10 32 RM 1                          5.665 METERS 09454     |
 DX4776| CC2171 3 10 32 RM 2                          7.711 METERS 20635     |
 DX4776| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 4.6 KM 2293909.9 |
 DX4776| CC2172 3 10 32 RM 3                         13.711 METERS 34455     |
 DX4776|---------------------------------------------------------------------|
 DX4776
 DX4776                          SUPERSEDED SURVEY CONTROL
 DX4776
 DX4776  NAD 83(1986)-  33 52 09.24330(N)    117 57 27.07385(W) AD(1984.00) 2
 DX4776  NAD 27      -  33 52 09.19420(N)    117 57 23.85820(W) AD(       ) 2
 DX4776  NGVD 29 (07/19/86)   51.92   (m)          170.3    (f) LEVELING    3  
 DX4776
 DX4776.Superseded values are not recommended for survey control.
 DX4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4776.See file dsdata.txt to determine how the superseded data were derived.
 DX4776
 DX4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1143848069(NAD 83)
 DX4776_MARKER: Z = SEE DESCRIPTION
 DX4776_SETTING: 0 = UNSPECIFIED SETTING
 DX4776
 DX4776  HISTORY     - Date     Condition        Report By
 DX4776  HISTORY     - 1974     MONUMENTED       CA-059
 DX4776
 DX4776                          STATION DESCRIPTION
 DX4776
 DX4776'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4776'THE STATION IS LOCATED AT 1645 VALENCIA DRIVE IN THE CITY OF
 DX4776'FULLERTON.
 DX4776'
 DX4776'TO REACH THE STATION FROM THE INTERSECTION OF VALENCIA DRIVE AND
 DX4776'BROOKHURST STREET, GO EAST 0.1 MILE ON VALENCIA DRIVE TO THE
 DX4776'ENTRANCE DRIVE TO HUNT-WESSON FOODS PLANT.  GO TO THE NORTH END OF
 DX4776'THE PARKING LOT AND CROSS OVER CHANNEL ON WALK-WAY TO ENTER
 DX4776'5-STORY BUILDING DIRECT AHEAD.
 DX4776'
 DX4776'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-32
 DX4776'1974.  THE DISK IS EPOXIED TO THE ROOF 22.6 FEET NORTH OF THE
 DX4776'SOUTH EDGE OF THE BUILDING AND 16.5 FEET EAST OF THE WEST EDGE
 DX4776'OF THE BUILDING.
 DX4776'
 DX4776'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-32
 DX4776'1974 RM1, IS EPOXIED TO THE ROOF 3.0 FEET SOUTHWEST OF THE
 DX4776'SOUTHWEST CORNER OF A STRUCTURE BUILT ON TOP OF THE ROOF.
 DX4776'
 DX4776'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-32
 DX4776'1974 RM 2, IS EPOXIED TO THE ROOF 7.0 FEET NORTHEAST OF THE
 DX4776'SOUTHWEST CORNER OF THE ROOF.
 DX4776'
 DX4776'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-10-32
 DX4776'1974 RM 3 IS EPOXIED TO THE ROOF 7.0 FEET SOUTHEAST OF THE
 DX4776'NORTHWEST CORNER OF THE ROOF.
 DX4776'
 DX4776'CALL MR. NEIL BOOTH OR MR. RICHARD TODD (714) 871-2100 TO GIVE
 DX4776'TWENTY-FOUR HOUR NOTICE BEFORE OCCUPATION.
 DX4776'
 DX4776'HEIGHT OF LIGHT ABOVE STATION MARK 1.465 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4820 ***********************************************************************
 DX4820  DESIGNATION -  3 10 4
 DX4820  PID         -  DX4820
 DX4820  STATE/COUNTY-  CA/ORANGE
 DX4820  USGS QUAD   -  LA HABRA (1981)
 DX4820
 DX4820                         *CURRENT SURVEY CONTROL
 DX4820  ___________________________________________________________________
 DX4820* NAD 83(1992)-  33 56 43.90993(N)    117 56 06.76049(W)     ADJUSTED  
 DX4820* NAVD 88     -       167.56   (+/-2cm)     549.7    (feet)  VERTCON   
 DX4820  ___________________________________________________________________
 DX4820  EPOCH DATE  -        1991.35
 DX4820  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 DX4820  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX4820  HORZ ORDER  -  SECOND
 DX4820  VERT ORDER  -  THIRD ? (See Below)
 DX4820
 DX4820.The horizontal coordinates were established by classical geodetic methods
 DX4820.and adjusted by the National Geodetic Survey in June 1996.
 DX4820.The horizontal coordinates are valid at the epoch date displayed above.
 DX4820.The epoch date for horizontal control is a decimal equivalence
 DX4820.of Year/Month/Day.
 DX4820
 DX4820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4820.The vertical order pertains to the NGVD 29 superseded value.
 DX4820
 DX4820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4820
 DX4820.The geoid height was determined by GEOID03.
 DX4820
 DX4820;                    North         East     Units Scale Factor Converg.
 DX4820;SPC CA 6     -   698,545.849 1,844,217.889   MT  1.00001098   -0 55 33.8
 DX4820;SPC CA 6     - 2,291,812.51  6,050,571.52   sFT  1.00001098   -0 55 33.8
 DX4820;UTM  11      - 3,756,510.405   413,578.726   MT  0.99969207   -0 31 20.1
 DX4820
 DX4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4820!SPC CA 6     -   0.99997917  x   1.00001098  =   0.99999015
 DX4820!UTM  11      -   0.99997917  x   0.99969207  =   0.99967124
 DX4820
 DX4820:                Primary Azimuth Mark                     Grid Az
 DX4820:SPC CA 6     -  LA HABRA CH OF OUR LADY CROSS            233 04 22.4
 DX4820:UTM  11      -  LA HABRA CH OF OUR LADY CROSS            232 40 08.7
 DX4820
 DX4820|---------------------------------------------------------------------|
 DX4820| PID    Reference Object                     Distance      Geod. Az  |
 DX4820|                                                           dddmmss.s |
 DX4820| DX4823 LA HABRA CH OF OUR LADY CROSS       APPROX. 2.5 KM 2320848.6 |
 DX4820|---------------------------------------------------------------------|
 DX4820
 DX4820                          SUPERSEDED SURVEY CONTROL
 DX4820
 DX4820  NAD 83(1986)-  33 56 43.91031(N)    117 56 06.75938(W) AD(1984.00) 2
 DX4820  NAD 27      -  33 56 43.86820(N)    117 56 03.54200(W) AD(       ) 2
 DX4820  NGVD 29 (07/19/86)  166.82   (m)          547.3    (f) LEVELING    3  
 DX4820
 DX4820.Superseded values are not recommended for survey control.
 DX4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4820.See file dsdata.txt to determine how the superseded data were derived.
 DX4820
 DX4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1357956510(NAD 83)
 DX4820_MARKER: Z = SEE DESCRIPTION
 DX4820_SETTING: 0 = UNSPECIFIED SETTING
 DX4820
 DX4820  HISTORY     - Date     Condition        Report By
 DX4820  HISTORY     - 1974     MONUMENTED       CA-059
 DX4820
 DX4820                          STATION DESCRIPTION
 DX4820
 DX4820'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4820'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH-NORTHWEST OF THE
 DX4820'INTERSECTION OF WHITTIER AND HARBOR BOULEVARDS IN LA HABRA.
 DX4820'
 DX4820'TO REACH THE STATION FROM WHITTIER BOULEVARD, PROCEED 0.5 MILE
 DX4820'NORTH ON HARBOR BOULEVARD AND TURN LEFT ON ARBOLITA DRIVE AND GO
 DX4820'0.05 MILE TO ROANNE DRIVE, TURN RIGHT ON ROANNE DRIVE AND GO 0.05
 DX4820'MILE, THEN LEFT ON WOODCREST AVENUE, GO UPHILL 0.1 MILE TO AN
 DX4820'ASPHALT DRIVE ON THE RIGHT THAT LEADS TO A CONCRETE ROOFED
 DX4820'RESERVOIR.  A LOCKED GATE, USING A 2035 KEY, IS A BASE OF DRIVE
 DX4820'LEADING TO RESERVOIR.
 DX4820'
 DX4820'THE STATION MARK IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-4
 DX4820'1973.  THE STATION MARK IS EPOXIED FLUSH WITH THE ROOF 38 FEET
 DX4820'NORTH OF THE SOUTH EDGE AND 18 FEET WEST OF THE EAST EDGE OF THE
 DX4820'ROOF.
 DX4820'
 DX4820'REFERENCE MARK 1, A 3-3/4 IN OCS ALUMINUM DISK STAMPED RM 1
 DX4820'3-10-4 1973, IS EPOXIED FLUSH WITH THE ROOF OF THE RESERVOIR.  THE
 DX4820'DISK IS 7.2 FEET WEST OF THE EAST EDGE OF THE RESERVOIR AND 59.7
 DX4820'FEET NORTH OF THE SOUTH EDGE OF THE RESERVOIR.
 DX4820'
 DX4820'REFERENCE MARK 2, A 3-3/4 IN OCS ALUMINUM DISK STAMPED RM 2 3-10-4
 DX4820'1973, IS EPOXIED FLUSH WITH THE ROOF OF THE RESERVOIR.  THE DISK
 DX4820'IS 3.5 FEET NORTHWEST OF THE SOUTHEAST CURVED CORNER OF THE
 DX4820'RESERVOIR AND 39.9 FEET SOUTH OF RM 1.
 DX4820'
 DX4820'REFERENCE MARK 3, A 3-3/4 IN OCS ALUMINUM DISK STAMPED RM 3
 DX4820'3-10-4 1973, IS EPOXIED FLUSH WITH THE ROOF OF THE RESERVOIR.  THE
 DX4820'DISK IS 39.8 FEET NORTH OF THE SOUTH EDGE OF THE RESERVOIR AND
 DX4820'51.5 FEET WEST OF THE EAST EDGE OF THE RESERVOIR.
 DX4820'
 DX4820'MR. SEVEREN BYERRUM, CITY OF LA HABRA, PHONE (714) 526-2227-55,
 DX4820'GAVE PERMISSION TO SET THE SURVEY MARK.  THE LA HABRA POLICE
 DX4820'DEPARTMENT MUST BE NOTIFIED 24 HOURS PRIOR TO NIGHT OCCUPATION.
 DX4820'
 DX4820'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4824 ***********************************************************************
 DX4824  DESIGNATION -  3 10 7
 DX4824  PID         -  DX4824
 DX4824  STATE/COUNTY-  CA/ORANGE
 DX4824  USGS QUAD   -  LA HABRA (1981)
 DX4824
 DX4824                         *CURRENT SURVEY CONTROL
 DX4824  ___________________________________________________________________
 DX4824* NAD 83(1992)-  33 55 33.76536(N)    117 57 38.13083(W)     ADJUSTED  
 DX4824* NAVD 88     -        89.81   (+/-2cm)     294.7    (feet)  VERTCON   
 DX4824  ___________________________________________________________________
 DX4824  EPOCH DATE  -        1991.35
 DX4824  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 DX4824  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DX4824  HORZ ORDER  -  SECOND
 DX4824  VERT ORDER  -  THIRD ? (See Below)
 DX4824
 DX4824.The horizontal coordinates were established by classical geodetic methods
 DX4824.and adjusted by the National Geodetic Survey in June 1996.
 DX4824.The horizontal coordinates are valid at the epoch date displayed above.
 DX4824.The epoch date for horizontal control is a decimal equivalence
 DX4824.of Year/Month/Day.
 DX4824
 DX4824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4824.The vertical order pertains to the NGVD 29 superseded value.
 DX4824
 DX4824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4824
 DX4824.The geoid height was determined by GEOID03.
 DX4824
 DX4824;                    North         East     Units Scale Factor Converg.
 DX4824;SPC CA 6     -   696,423.070 1,841,836.436   MT  1.00000742   -0 56 24.0
 DX4824;SPC CA 6     - 2,284,848.02  6,042,758.37   sFT  1.00000742   -0 56 24.0
 DX4824;UTM  11      - 3,754,371.568   411,213.038   MT  0.99969718   -0 32 10.2
 DX4824
 DX4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4824!SPC CA 6     -   0.99999140  x   1.00000742  =   0.99999882
 DX4824!UTM  11      -   0.99999140  x   0.99969718  =   0.99968859
 DX4824
 DX4824:                Primary Azimuth Mark                     Grid Az
 DX4824:SPC CA 6     -  WHITTIER TV STA KOCE MAST                012 05 45.8
 DX4824:UTM  11      -  WHITTIER TV STA KOCE MAST                011 41 32.0
 DX4824
 DX4824|---------------------------------------------------------------------|
 DX4824| PID    Reference Object                     Distance      Geod. Az  |
 DX4824|                                                           dddmmss.s |
 DX4824| DX4822 WHITTIER TV STA KOCE MAST           APPROX. 5.2 KM 0110921.8 |
 DX4824|---------------------------------------------------------------------|
 DX4824
 DX4824                          SUPERSEDED SURVEY CONTROL
 DX4824
 DX4824  NAD 83(1986)-  33 55 33.76608(N)    117 57 38.12940(W) AD(1984.00) 2
 DX4824  NAD 27      -  33 55 33.72290(N)    117 57 34.91140(W) AD(       ) 2
 DX4824  NGVD 29 (07/19/86)   89.07   (m)          292.2    (f) LEVELING    3  
 DX4824
 DX4824.Superseded values are not recommended for survey control.
 DX4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4824.See file dsdata.txt to determine how the superseded data were derived.
 DX4824
 DX4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1121354372(NAD 83)
 DX4824_MARKER: Z = SEE DESCRIPTION
 DX4824_SETTING: 0 = UNSPECIFIED SETTING
 DX4824
 DX4824  HISTORY     - Date     Condition        Report By
 DX4824  HISTORY     - 1974     MONUMENTED       CA-059
 DX4824
 DX4824                          STATION DESCRIPTION
 DX4824
 DX4824'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4824'THE STATION IS LOCATED AT THE LA HABRA COMMUNITY HOSPITAL.
 DX4824'
 DX4824'TO REACH THE STATION FROM THE INTERSECTION OF LAMBERT ROAD AND
 DX4824'IDAHO STREET IN THE CITY OF LA HABRA, GO WEST ON LAMBERT ROAD TO
 DX4824'THE ENTRANCE ROAD OF THE HOSPITAL.  STATION IS ON THE ROOF OF THE
 DX4824'TWO-STORY BUILDING AT THE NORTH TERMINUS OF THE ENTRANCE DRIVE.
 DX4824'
 DX4824'THE STATION MARK IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-7
 DX4824'1973 EPOXIED TO THE ROOF.  THE MARK IS SET 4.0 FEET NORTH OF THE
 DX4824'SOUTH PARAPET WALL AND 59.5 FEET WEST OF THE EAST PARAPET WALL.
 DX4824'
 DX4824'REFERENCE MARK 1, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-7
 DX4824'1973 RM 1, IS EPOXIED TO THE ROOF 13.0 FEET NORTHEAST OF A 3-INCH
 DX4824'VERTICAL VENT PIPE, 52.6 FEET WEST OF THE EAST PARAPET WALL AND
 DX4824'5.5 FEET SOUTH OF THE ELECTRICAL CONDUIT PIPE.
 DX4824'
 DX4824'REFERENCE MARK 2, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-7
 DX4824'1973 RM 2, IS EPOXIED TO THE ROOF 7.5 FEET NORTH OF THE SOUTH
 DX4824'PARAPET WALL, 5.0 FEET WEST OF THE EAST PARAPET WALL AND 6.7 FEET
 DX4824'NORTHWEST OF THE CENTER OF A ROOF DRAIN.
 DX4824'
 DX4824'REFERENCE MARK 3, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-10-7
 DX4824'1973 RM 3, IS EPOXIED TO THE ROOF 5.0 FEET EAST OF THE WEST
 DX4824'PARAPET WALL, 30 FEET NORTH OF THE SOUTH PARAPET WALL AND 9.0
 DX4824'FEET SOUTH OF THE SOUTHEAST CORNER OF THE VENT BASE.
 DX4824'
 DX4824'MR. KENNETH NEAL, CHIEF ENGINEER, MAY BE CONTACTED AT THE
 DX4824'INFORMATION DESK.  HE WILL ESCORT FIELD PARTIES TO THE SECOND
 DX4824'FLOOR ENTRANCE TO THE ROOF.  TWENTY-FOUR HOUR NOTICE IS REQUIRED
 DX4824'PRIOR TO OCCUPATION.
 DX4824'
 DX4824'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2401 ***********************************************************************
 DY2401  DESIGNATION -  3 11 34
 DY2401  PID         -  DY2401
 DY2401  STATE/COUNTY-  CA/ORANGE
 DY2401  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2401
 DY2401                         *CURRENT SURVEY CONTROL
 DY2401  ___________________________________________________________________
 DY2401* NAD 83(1992)-  33 51 34.21891(N)    118 01 33.48090(W)     ADJUSTED  
 DY2401* NAVD 88     -        47.24   (+/-2cm)     155.0    (feet)  VERTCON   
 DY2401  ___________________________________________________________________
 DY2401  EPOCH DATE  -        1991.35
 DY2401  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 DY2401  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY2401  HORZ ORDER  -  SECOND
 DY2401  VERT ORDER  -  THIRD ? (See Below)
 DY2401
 DY2401.The horizontal coordinates were established by classical geodetic methods
 DY2401.and adjusted by the National Geodetic Survey in June 1996.
 DY2401.The horizontal coordinates are valid at the epoch date displayed above.
 DY2401.The epoch date for horizontal control is a decimal equivalence
 DY2401.of Year/Month/Day.
 DY2401
 DY2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2401.The vertical order pertains to the NGVD 29 superseded value.
 DY2401
 DY2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2401
 DY2401.The geoid height was determined by GEOID03.
 DY2401
 DY2401;                    North         East     Units Scale Factor Converg.
 DY2401;SPC CA 6     -   689,144.471 1,835,666.640   MT  0.99999610   -0 58 33.3
 DY2401;SPC CA 6     - 2,260,968.15  6,022,516.30   sFT  0.99999610   -0 58 33.3
 DY2401;UTM  11      - 3,747,051.821   405,096.543   MT  0.99971103   -0 34 18.0
 DY2401
 DY2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2401!SPC CA 6     -   0.99999816  x   0.99999610  =   0.99999426
 DY2401!UTM  11      -   0.99999816  x   0.99971103  =   0.99970919
 DY2401
 DY2401|---------------------------------------------------------------------|
 DY2401| PID    Reference Object                     Distance      Geod. Az  |
 DY2401|                                                           dddmmss.s |
 DY2401| CA9055 3 11 34 RM 1                         15.067 METERS 00716     |
 DY2401| DY2184 BUENA PK MOVIE WORLD SIGN           APPROX. 1.1 KM 0974546.9 |
 DY2401| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 3.4 KM 1243831.5 |
 DY2401| CA9056 3 11 34 RM 2                         13.132 METERS 22656     |
 DY2401| CA9057 3 11 34 RM 3                         14.622 METERS 31756     |
 DY2401|---------------------------------------------------------------------|
 DY2401
 DY2401                          SUPERSEDED SURVEY CONTROL
 DY2401
 DY2401  NAD 83(1986)-  33 51 34.21974(N)    118 01 33.47944(W) AD(1984.00) 2
 DY2401  NAD 27      -  33 51 34.17230(N)    118 01 30.25740(W) AD(       ) 2
 DY2401  NGVD 29 (07/19/86)   46.54   (m)          152.7    (f) LEVELING    3  
 DY2401
 DY2401.Superseded values are not recommended for survey control.
 DY2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2401.See file dsdata.txt to determine how the superseded data were derived.
 DY2401
 DY2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0509747052(NAD 83)
 DY2401
 DY2401  HISTORY     - Date     Condition        Report By
 DY2401  HISTORY     - 1974     MONUMENTED       CA-059
 DY2401
 DY2401                          STATION DESCRIPTION
 DY2401
 DY2401'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2401'THE STATION IS LOCATED ON THE ADMINISTRATION BUILDING OF THE
 DY2401'PENNEYS COMPLEX IN BUENA PARK.
 DY2401'
 DY2401'TO REACH THE STATION FROM THE INTERSECTION OF ORANGETHORPE AVENUE
 DY2401'AND VALLEY VIEW STREET, PROCEED EAST ON ORANGETHORPE AVENUE 0.1
 DY2401'MILE TO THE 5-STORY ADMINISTRATION BUILDING ON THE
 DY2401'LEFT.  PERMISSION TO GO TO STATION ON ROOF MAY BE OBTAINED AT
 DY2401'MAIN RECEPTION DESK FROM WHICH YOU WILL BE ESCORTED ON TO MARK.
 DY2401'
 DY2401'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DY2401'3-11-34 FEB 1974, AND IS EPOXIED TO THE ROOF OF THE HIGHEST PORTION
 DY2401'OF THE BUILDING 30 FEET NORTH OF THE SOUTH EDGE AND 24 FEET WEST
 DY2401'OF THE EAST END OF ROOF LINES.
 DY2401'
 DY2401'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-11-34
 DY2401'1974 RM 1, IS EPOXIED TO THE ROOF 3 FEET WEST OF THE EAST EDGE OF
 DY2401'ROOF AND 2.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A VENT.
 DY2401'
 DY2401'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-11-34
 DY2401'1974 RM 2 IS EPOXIED TO THE ROOF 5.0 FEET NORTHEAST OF THE
 DY2401'SOUTHWEST CORNER OF THE ROOF.
 DY2401'
 DY2401'REFERENCE MARK 3, A CHISELED CROSS ON TOP OF ELBOW BEND IN A 3
 DY2401'INCH IRON VENT PIPE 1.0 FEET ABOVE THE ROOF, IS 6.0 FEET
 DY2401'NORTH-NORTH-WEST OF THE ANGLE POINT IN THE WEST ROOF LINE.
 DY2401'
 DY2401'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4793 ***********************************************************************
 DX4793  DESIGNATION -  3 11 36
 DX4793  PID         -  DX4793
 DX4793  STATE/COUNTY-  CA/ORANGE
 DX4793  USGS QUAD   -  ANAHEIM (1981)
 DX4793
 DX4793                         *CURRENT SURVEY CONTROL
 DX4793  ___________________________________________________________________
 DX4793* NAD 83(1992)-  33 52 13.89599(N)    117 58 47.61078(W)     ADJUSTED  
 DX4793* NAVD 88     -        40.96   (+/-2cm)     134.4    (feet)  VERTCON   
 DX4793  ___________________________________________________________________
 DX4793  EPOCH DATE  -        1991.35
 DX4793  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 DX4793  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DX4793  HORZ ORDER  -  SECOND
 DX4793  VERT ORDER  -  THIRD ? (See Below)
 DX4793
 DX4793.This mark is at Fullerton Municipal Airport (FUL)
 DX4793
 DX4793.The horizontal coordinates were established by classical geodetic methods
 DX4793.and adjusted by the National Geodetic Survey in June 1996.
 DX4793.The horizontal coordinates are valid at the epoch date displayed above.
 DX4793.The epoch date for horizontal control is a decimal equivalence
 DX4793.of Year/Month/Day.
 DX4793
 DX4793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4793.The vertical order pertains to the NGVD 29 superseded value.
 DX4793
 DX4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4793
 DX4793.The geoid height was determined by GEOID03.
 DX4793
 DX4793;                    North         East     Units Scale Factor Converg.
 DX4793;SPC CA 6     -   690,295.116 1,839,949.929   MT  0.99999788   -0 57 02.2
 DX4793;SPC CA 6     - 2,264,743.23  6,036,569.06   sFT  0.99999788   -0 57 02.2
 DX4793;UTM  11      - 3,748,232.323   409,370.361   MT  0.99970125   -0 32 46.1
 DX4793
 DX4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4793!SPC CA 6     -   0.99999911  x   0.99999788  =   0.99999699
 DX4793!UTM  11      -   0.99999911  x   0.99970125  =   0.99970036
 DX4793
 DX4793|---------------------------------------------------------------------|
 DX4793| PID    Reference Object                     Distance      Geod. Az  |
 DX4793|                                                           dddmmss.s |
 DX4793| CC2180 3 11 36 RM 2                          7.110 METERS 17934     |
 DX4793| CC2179 3 11 36 RM 1                          6.895 METERS 26938     |
 DX4793| DY0566 LA MIRADA RAD STA KFI MAST          APPROX. 3.3 KM 2875259.1 |
 DX4793|---------------------------------------------------------------------|
 DX4793
 DX4793                          SUPERSEDED SURVEY CONTROL
 DX4793
 DX4793  NAD 83(1986)-  33 52 13.89677(N)    117 58 47.60944(W) AD(1984.00) 2
 DX4793  NAD 27      -  33 52 13.84880(N)    117 58 44.39190(W) AD(       ) 2
 DX4793  NGVD 29 (07/19/86)   40.26   (m)          132.1    (f) LEVELING    3  
 DX4793
 DX4793.Superseded values are not recommended for survey control.
 DX4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4793.See file dsdata.txt to determine how the superseded data were derived.
 DX4793
 DX4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0937048232(NAD 83)
 DX4793_MARKER: Z = SEE DESCRIPTION
 DX4793_SETTING: 0 = UNSPECIFIED SETTING
 DX4793
 DX4793  HISTORY     - Date     Condition        Report By
 DX4793  HISTORY     - 1974     MONUMENTED       CA-059
 DX4793
 DX4793                          STATION DESCRIPTION
 DX4793
 DX4793'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4793'THE STATION IS LOCATED AT FULLERTON CITY AIRPORT.
 DX4793'
 DX4793'TO REACH THE STATION FROM THE INTERSECTION OF COMMONWEALTH
 DX4793'AVENUE AND MAGNOLIA STREET IN FULLERTON, GO 0.25 MILE WEST TO
 DX4793'THE AIRPORT CONTROL TOWER.  CLIMB STAIRS TO THE MAIN TOWER FLOOR
 DX4793'AND EXIT THROUGH TRAP DOOR IN THE SOUTH TOWER WALL TO RAILED
 DX4793'CATWALK.
 DX4793'
 DX4793'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4793'3-11-36 1974, EPOXIED IN ABOUT THE CENTER OF THE CATWALK AT THE
 DX4793'NORTHEAST CORNER OF THE TOWER.
 DX4793'
 DX4793'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-11-36
 DX4793'1974 RM 1, IS EPOXIED NEAR THE CENTER OF THE CATWALK AT THE
 DX4793'NORTHWEST CORNER OF THE TOWER.
 DX4793'
 DX4793'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-11-36
 DX4793'1974 RM 2, IS EPOXIED NEAR THE CENTER OF THE CATWALK AT THE
 DX4793'SOUTHEAST CORNER OF THE TOWER.
 DX4793'
 DX4793'A TWENTY-FOUR HOUR NOTICE SHOULD BE GIVEN PRIOR TO OCCUPATION
 DX4793'TO MR. BYRON DOUGLAS, AIRPORT MANAGER (714) 871-6760 AND BILL
 DX4793'JENNINGS, FAA TOWER CHIEF (714) 525-7807 OR 525-1623.
 DX4793'
 DX4793'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5926 ***********************************************************************
 EW5926  DESIGNATION -  3 26 V CO RESET 1964
 EW5926  PID         -  EW5926
 EW5926  STATE/COUNTY-  CA/VENTURA
 EW5926  USGS QUAD   -  VENTURA (1967)
 EW5926
 EW5926                         *CURRENT SURVEY CONTROL
 EW5926  ___________________________________________________________________
 EW5926* NAD 83(1986)-  34 15 10.     (N)    119 15 30.     (W)     SCALED    
 EW5926* NAVD 88     -         9.11   (+/-2cm)      29.9    (feet)  VERTCON   
 EW5926  ___________________________________________________________________
 EW5926  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 EW5926  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5926
 EW5926.The horizontal coordinates were scaled from a topographic map and have
 EW5926.an estimated accuracy of +/- 6 seconds.
 EW5926
 EW5926.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5926.The vertical order pertains to the NGVD 29 superseded value.
 EW5926
 EW5926.The geoid height was determined by GEOID03.
 EW5926
 EW5926;                    North         East    Units  Estimated Accuracy
 EW5926;SPC CA 5     -   584,230.    1,884,100.      MT  (+/- 180 meters Scaled)
 EW5926
 EW5926                          SUPERSEDED SURVEY CONTROL
 EW5926
 EW5926  NGVD 29 (??/??/92)    8.37   (m)           27.5    (f) COMPUTED    1 1
 EW5926
 EW5926.Superseded values are not recommended for survey control.
 EW5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5926.See file dsdata.txt to determine how the superseded data were derived.
 EW5926
 EW5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT920924(NAD 83)
 EW5926_MARKER: DD = SURVEY DISK
 EW5926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5926_SP_SET: BRIDGE
 EW5926_STAMPING: 3-26 1961 RESET
 EW5926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5926
 EW5926  HISTORY     - Date     Condition        Report By
 EW5926  HISTORY     - 1961     MONUMENTED       CA-111
 EW5926  HISTORY     - 1969     GOOD             CA-111
 EW5926
 EW5926                          STATION DESCRIPTION
 EW5926
 EW5926'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5926'AT VENTURA.
 EW5926'AT VENTURA, AT THE ARUNDELL BARRANCA BRIDGE ON HARBOR BOULEVARD,
 EW5926'AT THE SOUTHEAST CORNER OF THE BRIDGE, 1.5 FEET SOUTHERLY FROM THE
 EW5926'SOUTH END OF THE CONCRETE WALK, AND 20 FEET EASTERLY FROM THE
 EW5926'CENTERLINE OF HARBOR BOULEVARD.  NOTE-- A BRASS CAPPED MONUMENT, SET
 EW5926'FLUSH IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5937 ***********************************************************************
 EW5937  DESIGNATION -  3 32 RM 1 V CO
 EW5937  PID         -  EW5937
 EW5937  STATE/COUNTY-  CA/VENTURA
 EW5937  USGS QUAD   -  
 EW5937
 EW5937                         *CURRENT SURVEY CONTROL
 EW5937  ___________________________________________________________________
 EW5937* NAD 83(1986)-  34 14 40.     (N)    119 15 17.     (W)     SCALED    
 EW5937* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 EW5937  ___________________________________________________________________
 EW5937  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW5937  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW5937
 EW5937.The horizontal coordinates were scaled from a topographic map and have
 EW5937.an estimated accuracy of +/- 6 seconds.
 EW5937
 EW5937.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5937.The vertical order pertains to the NGVD 29 superseded value.
 EW5937
 EW5937.The geoid height was determined by GEOID03.
 EW5937
 EW5937;                    North         East    Units  Estimated Accuracy
 EW5937;SPC CA 5     -   583,300.    1,884,420.      MT  (+/- 180 meters Scaled)
 EW5937
 EW5937                          SUPERSEDED SURVEY CONTROL
 EW5937
 EW5937  NGVD 29 (??/??/92)    4.68   (m)           15.4    (f) COMPUTED    1 2
 EW5937
 EW5937.Superseded values are not recommended for survey control.
 EW5937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5937.See file dsdata.txt to determine how the superseded data were derived.
 EW5937
 EW5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT923915(NAD 83)
 EW5937_MARKER: DD = SURVEY DISK
 EW5937_STAMPING: 3-32 RM 1
 EW5937
 EW5937  HISTORY     - Date     Condition        Report By
 EW5937  HISTORY     - UNK      MONUMENTED
 EW5937  HISTORY     - 1969     GOOD
 EW5937
 EW5937                          STATION DESCRIPTION
 EW5937
 EW5937'DESCRIBED 1969
 EW5937'AT VENTURA.
 EW5937'AT VENTURA, AT THE INTERSECTION OF HARBOR BOULEVARD AND OLIVAS
 EW5937'PARK DRIVE. 38 FEET NORTHERLY FROM BM 53-1, 3172 FEET SOUTHERLY
 EW5937'ALONG HARBOR BOULEVARD FROM THE INTERSECTION OF HARBOR BOULEVARD
 EW5937'AND ARUNDELL BARRANCA. A STANDARD VENTURA COUNTY BENCH MARK
 EW5937'MONUMENT STAMPED 3-32 RM 1, AT THE SOUTHERLY END OF CONCRETE
 EW5937'DIVIDER STRIP SET FLUSH IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5936 ***********************************************************************
 EW5936  DESIGNATION -  3 32 V CO
 EW5936  PID         -  EW5936
 EW5936  STATE/COUNTY-  CA/VENTURA
 EW5936  USGS QUAD   -  
 EW5936
 EW5936                         *CURRENT SURVEY CONTROL
 EW5936  ___________________________________________________________________
 EW5936* NAD 83(1986)-  34 14 39.     (N)    119 15 22.     (W)     SCALED    
 EW5936* NAVD 88     -         4.69   (+/-2cm)      15.4    (feet)  VERTCON   
 EW5936  ___________________________________________________________________
 EW5936  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 EW5936  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW5936
 EW5936.The horizontal coordinates were scaled from a topographic map and have
 EW5936.an estimated accuracy of +/- 6 seconds.
 EW5936
 EW5936.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5936.The vertical order pertains to the NGVD 29 superseded value.
 EW5936
 EW5936.The geoid height was determined by GEOID03.
 EW5936
 EW5936;                    North         East    Units  Estimated Accuracy
 EW5936;SPC CA 5     -   583,270.    1,884,300.      MT  (+/- 180 meters Scaled)
 EW5936
 EW5936                          SUPERSEDED SURVEY CONTROL
 EW5936
 EW5936  NGVD 29 (??/??/92)    3.947  (m)           12.95   (f) ADJ UNCH    1 2
 EW5936
 EW5936.Superseded values are not recommended for survey control.
 EW5936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5936.See file dsdata.txt to determine how the superseded data were derived.
 EW5936
 EW5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT922915(NAD 83)
 EW5936_MARKER: DD = SURVEY DISK
 EW5936_SETTING: 0 = UNSPECIFIED SETTING
 EW5936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5936
 EW5936  HISTORY     - Date     Condition        Report By
 EW5936  HISTORY     - UNK      MONUMENTED       CA-111
 EW5936  HISTORY     - 1969     GOOD             CA-111
 EW5936
 EW5936                          STATION DESCRIPTION
 EW5936
 EW5936'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5936'AT VENTURA.
 EW5936'AT VENTURA, 0.03 KILOMETERS SOUTH OF BENCHMARK 3-32 RM-1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0053 ***********************************************************************
 HT0053  DESIGNATION -  3 40.42
 HT0053  PID         -  HT0053
 HT0053  STATE/COUNTY-  CA/ALAMEDA
 HT0053  USGS QUAD   -  OAKLAND EAST (1997)
 HT0053
 HT0053                         *CURRENT SURVEY CONTROL
 HT0053  ___________________________________________________________________
 HT0053* NAD 83(1986)-  37 51 38.     (N)    122 14 35.     (W)     SCALED    
 HT0053* NAVD 88     -       117.77   (+/-2cm)     386.4    (feet)  VERTCON   
 HT0053  ___________________________________________________________________
 HT0053  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HT0053  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0053
 HT0053.The horizontal coordinates were scaled from a topographic map and have
 HT0053.an estimated accuracy of +/- 6 seconds.
 HT0053
 HT0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0053.The vertical order pertains to the NGVD 29 superseded value.
 HT0053
 HT0053.The geoid height was determined by GEOID03.
 HT0053
 HT0053;                    North         East    Units  Estimated Accuracy
 HT0053;SPC CA 3     -   652,420.    1,846,630.      MT  (+/- 180 meters Scaled)
 HT0053
 HT0053                          SUPERSEDED SURVEY CONTROL
 HT0053
 HT0053  NGVD 29 (??/??/??)  116.924  (m)          383.61   (f) ADJUSTED    1 1
 HT0053
 HT0053.Superseded values are not recommended for survey control.
 HT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0053.See file dsdata.txt to determine how the superseded data were derived.
 HT0053
 HT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG665906(NAD 83)
 HT0053_MARKER: I = METAL ROD
 HT0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0053_SP_SET: CONCRETE POST
 HT0053_MARK LOGO: CA2480
 HT0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0053+STABILITY: SURFACE MOTION
 HT0053
 HT0053  HISTORY     - Date     Condition        Report By
 HT0053  HISTORY     - UNK      MONUMENTED       CA2480
 HT0053  HISTORY     - 1958     GOOD             NGS
 HT0053  HISTORY     - 1967     GOOD             NGS
 HT0053  HISTORY     - 1974     GOOD             NGS
 HT0053
 HT0053                          STATION DESCRIPTION
 HT0053
 HT0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0053'AT OAKLAND.
 HT0053'AT OAKLAND, ALAMEDA COUNTY, ON CLAREMONT AVENUE, 60 FEET WEST OF
 HT0053'THE PROLONGATION OF THE CENTERLINE OF STONEWALL ROAD, 5 FEET
 HT0053'NORTH OF THE CENTERLINE OF CLAREMONT AVENUE, ABOUT 1 FOOT LOWER
 HT0053'THAN THE PAVEMENT, AND IN A WELL.  A CITY OF OAKLAND STANDARD BRASS
 HT0053'ROD, SET IN THE TOP OF A CONCRETE POST.
 HT0053
 HT0053                          STATION RECOVERY (1967)
 HT0053
 HT0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0053'RECOVERED IN GOOD CONDITION.
 HT0053
 HT0053                          STATION RECOVERY (1974)
 HT0053
 HT0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HT0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3312 ***********************************************************************
 DX3312  DESIGNATION -  3 7 A
 DX3312  PID         -  DX3312
 DX3312  STATE/COUNTY-  CA/ORANGE
 DX3312  USGS QUAD   -  LA HABRA (1981)
 DX3312
 DX3312                         *CURRENT SURVEY CONTROL
 DX3312  ___________________________________________________________________
 DX3312* NAD 83(1986)-  33 53 48.     (N)    117 59 15.     (W)     SCALED    
 DX3312* NAVD 88     -        46.169  (meters)     151.47   (feet)  READJUSTED
 DX3312  ___________________________________________________________________
 DX3312  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DX3312  DYNAMIC HT  -          46.120 (meters)     151.31  (feet)  COMP
 DX3312  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 DX3312
 DX3312  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3312
 DX3312.The horizontal coordinates were scaled from a topographic map and have
 DX3312.an estimated accuracy of +/- 6 seconds.
 DX3312
 DX3312.The orthometric height was determined by differential leveling
 DX3312.and adjusted in February 1993.
 DX3312.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3312.distribution rate of 0.0 thru 1.0 mm/km.
 DX3312.The height was derived from older observations constrained to new
 DX3312.heights in a crustal motion area.  The height is approximate in
 DX3312.relation to other heights in its vicinity.
 DX3312
 DX3312.The geoid height was determined by GEOID03.
 DX3312
 DX3312.The dynamic height is computed by dividing the NAVD 88
 DX3312.geopotential number by the normal gravity value computed on the
 DX3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3312.degrees latitude (g = 980.6199 gals.).
 DX3312
 DX3312.The modeled gravity was interpolated from observed gravity values.
 DX3312
 DX3312;                    North         East    Units  Estimated Accuracy
 DX3312;SPC CA 6     -   693,210.    1,839,290.      MT  (+/- 180 meters Scaled)
 DX3312
 DX3312                          SUPERSEDED SURVEY CONTROL
 DX3312
 DX3312  NGVD 29 (??/??/??)   45.424  (m)          149.03   (f) ADJUSTED    1 1
 DX3312
 DX3312.Superseded values are not recommended for survey control.
 DX3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3312.See file dsdata.txt to determine how the superseded data were derived.
 DX3312
 DX3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT086511(NAD 83)
 DX3312_MARKER: DD = SURVEY DISK
 DX3312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3312_SP_SET: SIDEWALK
 DX3312_STAMPING: BM-3-7A RE 5869-1961
 DX3312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3312
 DX3312  HISTORY     - Date     Condition        Report By
 DX3312  HISTORY     - 1961     MONUMENTED       CA-037
 DX3312  HISTORY     - 1968     GOOD             NGS
 DX3312  HISTORY     - 1974     GOOD             CA-059
 DX3312  HISTORY     - 1978     GOOD             NGS
 DX3312
 DX3312                          STATION DESCRIPTION
 DX3312
 DX3312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX3312'1.2 MI NE FROM BUENA PARK.
 DX3312'1.25 MILES NORTHEAST ALONG BEACH BOULEVARD FROM THE ATCHISON,
 DX3312'TOPEKA AND SANTA FE RAILWAY OVERCROSSING IN BUENA PARK TO ITS
 DX3312'INTERSECTION WITH ROSECRANS AVENUE, 90 FEET NORTHWEST OF THE
 DX3312'CENTER OF THE TRAFFIC MEDIAN OF ROSECRANS AVENUE, AT THE
 DX3312'SOUTHEAST END OF THE HAND RAIL ON THE NORTHEAST SIDE OF BRIDGE
 DX3312'B-1220, 7 FEET NORTHWEST OF A TRAFFIC SIGNAL LIGHT POLE, SET
 DX3312'IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE SIDEWALK ON
 DX3312'THE NORTHEAST SIDE OF THE BRIDGE, ABOUT LEVEL WITH THE ROAD.
 DX3312
 DX3312                          STATION RECOVERY (1974)
 DX3312
 DX3312'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX3312'RECOVERED IN GOOD CONDITION.
 DX3312
 DX3312                          STATION RECOVERY (1978)
 DX3312
 DX3312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4659 ***********************************************************************
 DX4659  DESIGNATION -  3 8 18
 DX4659  PID         -  DX4659
 DX4659  STATE/COUNTY-  CA/ORANGE
 DX4659  USGS QUAD   -  YORBA LINDA (1981)
 DX4659
 DX4659                         *CURRENT SURVEY CONTROL
 DX4659  ___________________________________________________________________
 DX4659* NAD 83(1992)-  33 54 55.89699(N)    117 45 04.79545(W)     ADJUSTED  
 DX4659* NAVD 88     -       480.79   (+/-2cm)    1577.4    (feet)  VERTCON   
 DX4659  ___________________________________________________________________
 DX4659  EPOCH DATE  -        1991.35
 DX4659  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 DX4659  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DX4659  HORZ ORDER  -  SECOND
 DX4659  VERT ORDER  -  THIRD ? (See Below)
 DX4659
 DX4659.The horizontal coordinates were established by classical geodetic methods
 DX4659.and adjusted by the National Geodetic Survey in June 1996.
 DX4659.The horizontal coordinates are valid at the epoch date displayed above.
 DX4659.The epoch date for horizontal control is a decimal equivalence
 DX4659.of Year/Month/Day.
 DX4659
 DX4659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4659.The vertical order pertains to the NGVD 29 superseded value.
 DX4659
 DX4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4659
 DX4659.The geoid height was determined by GEOID03.
 DX4659
 DX4659;                    North         East     Units Scale Factor Converg.
 DX4659;SPC CA 6     -   694,958.389 1,861,166.643   MT  1.00000554   -0 49 30.0
 DX4659;SPC CA 6     - 2,280,042.65  6,106,177.56   sFT  1.00000554   -0 49 30.0
 DX4659;UTM  11      - 3,753,043.933   430,546.750   MT  0.99965946   -0 25 09.3
 DX4659
 DX4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4659!SPC CA 6     -   0.99992990  x   1.00000554  =   0.99993544
 DX4659!UTM  11      -   0.99992990  x   0.99965946  =   0.99958939
 DX4659
 DX4659:                Primary Azimuth Mark                     Grid Az
 DX4659:SPC CA 6     -  SAN JUAN                                 099 57 02.1
 DX4659:UTM  11      -  SAN JUAN                                 099 32 41.4
 DX4659
 DX4659|---------------------------------------------------------------------|
 DX4659| PID    Reference Object                     Distance      Geod. Az  |
 DX4659|                                                           dddmmss.s |
 DX4659| DX4280 SAN JUAN                            APPROX. 1.2 KM 0990732.1 |
 DX4659|---------------------------------------------------------------------|
 DX4659
 DX4659                          SUPERSEDED SURVEY CONTROL
 DX4659
 DX4659  NAD 83(1986)-  33 54 55.89747(N)    117 45 04.79520(W) AD(1984.00) 2
 DX4659  NAD 27      -  33 54 55.84740(N)    117 45 01.59700(W) AD(       ) 2
 DX4659  NGVD 29 (07/19/86)  480.03   (m)         1574.9    (f) LEVELING    3  
 DX4659
 DX4659.Superseded values are not recommended for survey control.
 DX4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4659.See file dsdata.txt to determine how the superseded data were derived.
 DX4659
 DX4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3054753044(NAD 83)
 DX4659
 DX4659  HISTORY     - Date     Condition        Report By
 DX4659  HISTORY     - 1965     MONUMENTED       CA-059
 DX4659  HISTORY     - 20020728 MARK NOT FOUND   INDIV
 DX4659
 DX4659                          STATION DESCRIPTION
 DX4659
 DX4659'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4659'EAST ON ESPERANZA STREET FROM IMPERIAL HIGHWAY 2.6 MILES TO GATE AT
 DX4659'ENTRANCE TO PAVED ROAD UP HILL TO THE LEFT (NO KEY REQUIRED) THROUGH
 DX4659'GATE 1.0 MILE TO DIRT ROAD TO THE LEFT, 0.5 MILE ON DIRT ROAD TO U
 DX4659'TURN TO THE RIGHT 0.2 MILE DOWN THE NORTH SIDE OF THE HILL TO THE
 DX4659'HORSE-SHOE TURN TO THE LEFT AT THE BOTTOM OF THE VALLEY, 0.3 MILE
 DX4659'UP SOUTH SIDE OF HILL TO U TURN TO THE RIGHT ON TOP OF THE HILL,
 DX4659'0.65 MILE UP HILL PAST OIL WELL A.V.W.C. 1 ON TWO OIL STORAGE
 DX4659'TANKS TO WOVEN WIRE GATE (ORANGE COUNTY SURVEYORS LOCK)
 DX4659'THROUGH GATE 0.75 MILE TO WOVEN WIRE GATE (NO LOCK) THROUGH
 DX4659'GATE 0.1 MILE TO Y IN ROAD, TAKE RIGHT LEG 0.75 MILE TO Y IN
 DX4659'ROAD, TAKE RIGHT LEG 0.75 MILE TO Y IN ROAD, TAKE RIGHT LEG
 DX4659'0.20 MILE TO T IN ROAD.  TAKE LEFT LEG 0.25 MILE TO T IN
 DX4659'ROAD, KEEP STRAIGHT 0.25 MILE TO Y IN ROAD, TAKE LEFT LEG 0.3
 DX4659'MILE TO IRON GATE (NO LOCK) THROUGH GATE AND STRAIGHT AHEAD UP
 DX4659'HILL 0.15 MILE.  THEN LEFT 70 FEET, 6 FEET HIGHER TO STATION
 DX4659'3-8-18.
 DX4659'
 DX4659'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 3-8-18.
 DX4659
 DX4659                          STATION RECOVERY (2002)
 DX4659
 DX4659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LJK)
 DX4659'METAL SIGN POST TYPICAL OF ORANGE COUNTY MARKS FOUND AT PUBLISHED LAT
 DX4659'LONG, USING GPS WITH AVERAGING AND WAAS. MONUMENTED BENCHMARK APPEARS
 DX4659'TO HAVE BEEN DUG UP AND REMOVED.  NOT FOUND WITHIN 6 FT RADIUS OF SIGN
 DX4659'POST.  MAY NEED MAINTENANCE / REPLACEMENT.  UNDERGROUND MARK STATUS
 DX4659'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4661 ***********************************************************************
 DX4661  DESIGNATION -  3 8 19
 DX4661  PID         -  DX4661
 DX4661  STATE/COUNTY-  CA/ORANGE
 DX4661  USGS QUAD   -  YORBA LINDA (1981)
 DX4661
 DX4661                         *CURRENT SURVEY CONTROL
 DX4661  ___________________________________________________________________
 DX4661* NAD 83(1992)-  33 54 00.38229(N)    117 45 10.60054(W)     ADJUSTED  
 DX4661* NAVD 88     -       344.62   (+/-2cm)    1130.6    (feet)  VERTCON   
 DX4661  ___________________________________________________________________
 DX4661  EPOCH DATE  -        1991.35
 DX4661  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 DX4661  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DX4661  HORZ ORDER  -  SECOND
 DX4661  VERT ORDER  -  THIRD ? (See Below)
 DX4661
 DX4661.The horizontal coordinates were established by classical geodetic methods
 DX4661.and adjusted by the National Geodetic Survey in June 1996.
 DX4661.The horizontal coordinates are valid at the epoch date displayed above.
 DX4661.The epoch date for horizontal control is a decimal equivalence
 DX4661.of Year/Month/Day.
 DX4661
 DX4661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4661.The vertical order pertains to the NGVD 29 superseded value.
 DX4661
 DX4661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4661
 DX4661.The geoid height was determined by GEOID03.
 DX4661
 DX4661;                    North         East     Units Scale Factor Converg.
 DX4661;SPC CA 6     -   693,250.227 1,860,992.883   MT  1.00000285   -0 49 33.2
 DX4661;SPC CA 6     - 2,274,438.45  6,105,607.48   sFT  1.00000285   -0 49 33.2
 DX4661;UTM  11      - 3,751,335.172   430,385.149   MT  0.99965974   -0 25 11.9
 DX4661
 DX4661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4661!SPC CA 6     -   0.99995129  x   1.00000285  =   0.99995414
 DX4661!UTM  11      -   0.99995129  x   0.99965974  =   0.99961104
 DX4661
 DX4661:                Primary Azimuth Mark                     Grid Az
 DX4661:SPC CA 6     -  SAN JUAN                                 042 59 58.1
 DX4661:UTM  11      -  SAN JUAN                                 042 35 36.8
 DX4661
 DX4661|---------------------------------------------------------------------|
 DX4661| PID    Reference Object                     Distance      Geod. Az  |
 DX4661|                                                           dddmmss.s |
 DX4661| DX4280 SAN JUAN                            APPROX. 2.0 KM 0421024.9 |
 DX4661|---------------------------------------------------------------------|
 DX4661
 DX4661                          SUPERSEDED SURVEY CONTROL
 DX4661
 DX4661  NAD 83(1986)-  33 54 00.38275(N)    117 45 10.60027(W) AD(1984.00) 2
 DX4661  NAD 27      -  33 54 00.33140(N)    117 45 07.40270(W) AD(       ) 2
 DX4661  NGVD 29 (07/19/86)  343.86   (m)         1128.1    (f) LEVELING    3  
 DX4661
 DX4661.Superseded values are not recommended for survey control.
 DX4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4661.See file dsdata.txt to determine how the superseded data were derived.
 DX4661
 DX4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3038551335(NAD 83)
 DX4661
 DX4661  HISTORY     - Date     Condition        Report By
 DX4661  HISTORY     - 1965     MONUMENTED       CA-059
 DX4661
 DX4661                          STATION DESCRIPTION
 DX4661
 DX4661'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4661'EAST ON ESPERANZA STREET FROM IMPERIAL HIGHWAY 2.6 MILES TO A GATE
 DX4661'AT THE ENTRANCE TO A PAVED ROAD, UP HILL TO THE LEFT (NO KEYS
 DX4661'REQUIRED), THROUGH GATE 1.0 MILE TO A DIRT ROAD TO THE LEFT, 0.5
 DX4661'MILE ON THE DIRT ROAD TO U TURN TO THE RIGHT, 0.2 MILE DOWN THE
 DX4661'NORTH SIDE OF THE HILL TO THE HORSE-SHOE TURN TO THE LEFT AT THE
 DX4661'BOTTOM OF THE VALLEY, 0.3 MILE UP THE SOUTH SIDE OF THE HILL TO
 DX4661'U TURN TO THE RIGHT ON TOP OF A HILL, 0.65 MILE UP HILL PAST
 DX4661'OIL WELL A.V.W.C. 1 ON TWO OIL STORAGE TANKS TO A WOVEN WIRE
 DX4661'GATE (ORANGE COUNTY SURVEYORS LOCK) THROUGH THE GATE 0.75
 DX4661'MILE TO A WOVEN WIRE GATE THROUGH GATE 0.1 MILE TO Y IN THE
 DX4661'ROAD, TAKE U TURN TO THE LEFT, 0.45 MILE TO WOVEN WIRE GATE
 DX4661'(NO LOCK) THROUGH THE GATE, 0.05 MILE TO Y IN THE ROAD, TAKE
 DX4661'RIGHT LEG 0.05 MILE TO BARBED WIRE GATE (NO LOCK), THROUGH
 DX4661'GATE 0.45 MILE ALONG THE DIRT ROAD TO THE TOP OF THE LAST HILL
 DX4661'TO STATION 3-8-19.
 DX4661'
 DX4661'ORANGE COUNTY SURVEYORS BRASS CAP MARK 3-8-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4290 ***********************************************************************
 DX4290  DESIGNATION -  3 8 20
 DX4290  PID         -  DX4290
 DX4290  STATE/COUNTY-  CA/ORANGE
 DX4290  USGS QUAD   -  PRADO DAM (1981)
 DX4290
 DX4290                         *CURRENT SURVEY CONTROL
 DX4290  ___________________________________________________________________
 DX4290* NAD 83(1992)-  33 53 54.38259(N)    117 44 38.23935(W)     ADJUSTED  
 DX4290* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 DX4290  ___________________________________________________________________
 DX4290  EPOCH DATE  -        1991.35
 DX4290  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 DX4290  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DX4290  HORZ ORDER  -  FIRST
 DX4290
 DX4290.The horizontal coordinates were established by classical geodetic methods
 DX4290.and adjusted by the National Geodetic Survey in June 1996.
 DX4290.The horizontal coordinates are valid at the epoch date displayed above.
 DX4290.The epoch date for horizontal control is a decimal equivalence
 DX4290.of Year/Month/Day.
 DX4290
 DX4290.The orthometric height was scaled from a topographic map.
 DX4290
 DX4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4290
 DX4290.The geoid height was determined by GEOID03.
 DX4290
 DX4290;                    North         East     Units Scale Factor Converg.
 DX4290;SPC CA 6     -   693,053.439 1,861,821.588   MT  1.00000256   -0 49 15.4
 DX4290;SPC CA 6     - 2,273,792.82  6,108,326.33   sFT  1.00000256   -0 49 15.4
 DX4290;UTM  11      - 3,751,144.326   431,214.943   MT  0.99965833   -0 24 53.8
 DX4290
 DX4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4290!SPC CA 6     -   0.99994404  x   1.00000256  =   0.99994660
 DX4290!UTM  11      -   0.99994404  x   0.99965833  =   0.99960239
 DX4290
 DX4290:                Primary Azimuth Mark                     Grid Az
 DX4290:SPC CA 6     -  3 8 19                                   283 21 30.0
 DX4290:UTM  11      -  3 8 19                                   282 57 08.4
 DX4290
 DX4290|---------------------------------------------------------------------|
 DX4290| PID    Reference Object                     Distance      Geod. Az  |
 DX4290|                                                           dddmmss.s |
 DX4290| DX4661 3 8 19                              APPROX. 0.9 KM 2823214.6 |
 DX4290|---------------------------------------------------------------------|
 DX4290
 DX4290                          SUPERSEDED SURVEY CONTROL
 DX4290
 DX4290  NAD 83(1986)-  33 53 54.38303(N)    117 44 38.23913(W) AD(1984.00) 1
 DX4290  NAD 27      -  33 53 54.33130(N)    117 44 35.04260(W) AD(       ) 1
 DX4290
 DX4290.Superseded values are not recommended for survey control.
 DX4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4290.See file dsdata.txt to determine how the superseded data were derived.
 DX4290
 DX4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3121551144(NAD 83)
 DX4290
 DX4290  HISTORY     - Date     Condition        Report By
 DX4290  HISTORY     - 1965     MONUMENTED       CA-059
 DX4290
 DX4290                          STATION DESCRIPTION
 DX4290
 DX4290'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4290'TO REACH FROM THE INTERSECTION OF LINCOLN AVENUE AND THE RIVERSIDE
 DX4290'FREEWAY IN THE TOWN OF OLIVE GO NORTHEAST ON THE FREEWAY 3.0 MILES
 DX4290'TO IMPERIAL HIGHWAY.  TURN LEFT AND GO NORTH ON IMPERIAL HIGHWAY
 DX4290'0.75 MILES TO ESPERANZA ROAD.  TURN RIGHT AND GO EAST 2.55 MILES
 DX4290'TO THE CHAIN LINK GATE ON THE LEFT THAT LEADS TO THE
 DX4290'M.W.D. STATION.  GO THROUGH THE GATE AND GO 0.9 MILES.  TURN
 DX4290'LEFT ON TO A DIRT ROAD AND FOLLOW THE ROAD 0.35 MILES FOLLOW THE
 DX4290'ROAD BACK AROUND TO THE RIGHT AND DOWN THE HILL ANOTHER 0.5
 DX4290'MILES TO AN OIL WELL.  GO PAST THE OIL WELL AND UP THE HILL 0.65
 DX4290'MILES TO A WOVEN WIRE GATE.  GO THROUGH THE GATE AND GO 0.1
 DX4290'MILE TO THE STATION SITE.  10 FEET RIGHT OF THE ROAD.  A
 DX4290'STANDARD ORANGE COUNTY SURVEYORS BRASS CAP SET IN CONCRETE AND
 DX4290'FLUSH WITH THE GROUND AND STAMPED 3-8-20.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4289 ***********************************************************************
 DX4289  DESIGNATION -  3 8 21
 DX4289  PID         -  DX4289
 DX4289  STATE/COUNTY-  CA/ORANGE
 DX4289  USGS QUAD   -  PRADO DAM (1981)
 DX4289
 DX4289                         *CURRENT SURVEY CONTROL
 DX4289  ___________________________________________________________________
 DX4289* NAD 83(1992)-  33 53 40.86189(N)    117 43 56.80195(W)     ADJUSTED  
 DX4289* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 DX4289  ___________________________________________________________________
 DX4289  EPOCH DATE  -        1991.35
 DX4289  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 DX4289  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DX4289  HORZ ORDER  -  SECOND
 DX4289
 DX4289.The horizontal coordinates were established by classical geodetic methods
 DX4289.and adjusted by the National Geodetic Survey in June 1996.
 DX4289.The horizontal coordinates are valid at the epoch date displayed above.
 DX4289.The epoch date for horizontal control is a decimal equivalence
 DX4289.of Year/Month/Day.
 DX4289
 DX4289.The orthometric height was scaled from a topographic map.
 DX4289
 DX4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4289
 DX4289.The geoid height was determined by GEOID03.
 DX4289
 DX4289;                    North         East     Units Scale Factor Converg.
 DX4289;SPC CA 6     -   692,621.695 1,862,880.208   MT  1.00000192   -0 48 52.7
 DX4289;SPC CA 6     - 2,272,376.34  6,111,799.48   sFT  1.00000192   -0 48 52.7
 DX4289;UTM  11      - 3,750,720.242   432,276.230   MT  0.99965654   -0 24 30.5
 DX4289
 DX4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4289!SPC CA 6     -   0.99994419  x   1.00000192  =   0.99994611
 DX4289!UTM  11      -   0.99994419  x   0.99965654  =   0.99960075
 DX4289
 DX4289:                Primary Azimuth Mark                     Grid Az
 DX4289:SPC CA 6     -  3 8 20                                   292 11 15.0
 DX4289:UTM  11      -  3 8 20                                   291 46 52.8
 DX4289
 DX4289|---------------------------------------------------------------------|
 DX4289| PID    Reference Object                     Distance      Geod. Az  |
 DX4289|                                                           dddmmss.s |
 DX4289| DX4290 3 8 20                              APPROX. 1.1 KM 2912222.3 |
 DX4289|---------------------------------------------------------------------|
 DX4289
 DX4289                          SUPERSEDED SURVEY CONTROL
 DX4289
 DX4289  NAD 83(1986)-  33 53 40.86230(N)    117 43 56.80173(W) AD(1984.00) 2
 DX4289  NAD 27      -  33 53 40.80990(N)    117 43 53.60690(W) AD(       ) 2
 DX4289
 DX4289.Superseded values are not recommended for survey control.
 DX4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4289.See file dsdata.txt to determine how the superseded data were derived.
 DX4289
 DX4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3227650720(NAD 83)
 DX4289_MARKER: DD = SURVEY DISK
 DX4289_SETTING: 0 = UNSPECIFIED SETTING
 DX4289
 DX4289  HISTORY     - Date     Condition        Report By
 DX4289  HISTORY     - 1965     MONUMENTED       CA-059
 DX4289
 DX4289                          STATION DESCRIPTION
 DX4289
 DX4289'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4289'TO REACH FROM THE INTERSECTION OF LINCOLN AVENUE AND THE RIVERSIDE
 DX4289'FREEWAY IN THE TOWN OF OLIVE GO NORTHEASTERLY ON THE FREEWAY 3.0
 DX4289'MILE TO IMPERIAL HIGHWAY.  TURN LEFT AND GO NORTH ON IMPERIAL
 DX4289'HIGHWAY 0.75 MILE TO ESPERANZA ROAD.  TURN RIGHT AND GO EAST ON
 DX4289'ESPERANZA ROAD 2.85 MILES TO THE SANTA FE RAILROAD CROSSING.  DO
 DX4289'NOT CROSS THE TRACKS BUT TURN LEFT AND FOLLOW THE DIRT ROAD 0.2
 DX4289'MILE EAST PAST A SMALL RANCH HOUSE AND A BARN AND TWO GATES.
 DX4289'THE FIRST ONE WOOD, THE SECOND STEEL.  AFTER PASSING THROUGH THE
 DX4289'TWO GATES FOLLOW THE DIRT ROAD UP THE HILL 1.1 MILES TO A WOVEN
 DX4289'WIRE GATE.  GO THROUGH THE GATE AND CONTINUE ON THE ROAD 0.9
 DX4289'MILES.  TURN OFF THE ROAD TO THE LEFT AND GO UP THE HILL
 DX4289'APPROXIMATELY 300 FEET TO THE STATION SITE.
 DX4289'
 DX4289'A STANDARD ORANGE COUNTY SURVEYORS BRASS CAP SET IN CONCRETE
 DX4289'ON THE SURFACE OF THE GROUND.  STAMPED 3-8-21.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4288 ***********************************************************************
 DX4288  DESIGNATION -  3 8 21A
 DX4288  PID         -  DX4288
 DX4288  STATE/COUNTY-  CA/ORANGE
 DX4288  USGS QUAD   -  PRADO DAM (1981)
 DX4288
 DX4288                         *CURRENT SURVEY CONTROL
 DX4288  ___________________________________________________________________
 DX4288* NAD 83(1992)-  33 54 07.03758(N)    117 43 15.32415(W)     ADJUSTED  
 DX4288* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 DX4288  ___________________________________________________________________
 DX4288  EPOCH DATE  -        1991.35
 DX4288  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 DX4288  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DX4288  HORZ ORDER  -  SECOND
 DX4288
 DX4288.The horizontal coordinates were established by classical geodetic methods
 DX4288.and adjusted by the National Geodetic Survey in June 1996.
 DX4288.The horizontal coordinates are valid at the epoch date displayed above.
 DX4288.The epoch date for horizontal control is a decimal equivalence
 DX4288.of Year/Month/Day.
 DX4288
 DX4288.The orthometric height was scaled from a topographic map.
 DX4288
 DX4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4288
 DX4288.The geoid height was determined by GEOID03.
 DX4288
 DX4288;                    North         East     Units Scale Factor Converg.
 DX4288;SPC CA 6     -   693,413.030 1,863,957.214   MT  1.00000316   -0 48 29.9
 DX4288;SPC CA 6     - 2,274,972.58  6,115,332.96   sFT  1.00000316   -0 48 29.9
 DX4288;UTM  11      - 3,751,518.914   433,347.228   MT  0.99965476   -0 24 07.7
 DX4288
 DX4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4288!SPC CA 6     -   0.99992755  x   1.00000316  =   0.99993070
 DX4288!UTM  11      -   0.99992755  x   0.99965476  =   0.99958233
 DX4288
 DX4288:                Primary Azimuth Mark                     Grid Az
 DX4288:SPC CA 6     -  3 8 20                                   260 26 32.8
 DX4288:UTM  11      -  3 8 20                                   260 02 10.6
 DX4288
 DX4288|---------------------------------------------------------------------|
 DX4288| PID    Reference Object                     Distance      Geod. Az  |
 DX4288|                                                           dddmmss.s |
 DX4288| DX4290 3 8 20                              APPROX. 2.2 KM 2593802.9 |
 DX4288|---------------------------------------------------------------------|
 DX4288
 DX4288                          SUPERSEDED SURVEY CONTROL
 DX4288
 DX4288  NAD 83(1986)-  33 54 07.03799(N)    117 43 15.32394(W) AD(1984.00) 2
 DX4288  NAD 27      -  33 54 06.98580(N)    117 43 12.13010(W) AD(       ) 2
 DX4288
 DX4288.Superseded values are not recommended for survey control.
 DX4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4288.See file dsdata.txt to determine how the superseded data were derived.
 DX4288
 DX4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3334751519(NAD 83)
 DX4288
 DX4288  HISTORY     - Date     Condition        Report By
 DX4288  HISTORY     - 1965     MONUMENTED       CA-059
 DX4288
 DX4288                          STATION DESCRIPTION
 DX4288
 DX4288'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4288'TO REACH FROM THE INTERSECTION OF LINCOLN AVENUE AND THE RIVERSIDE
 DX4288'FREEWAY IN THE TOWN OF OLIVE GO NORTHEASTERLY ON THE FREEWAY 3.0
 DX4288'MILES TO IMPERIAL HIGHWAY.  TURN LEFT AND GO NORTH ON IMPERIAL
 DX4288'HIGHWAY 0.75 MILES TO ESPERANZA ROAD.  TURN RIGHT AND GO EAST ON
 DX4288'ESPERANZA ROAD 2.85 MILES TO THE SANTA FE RAILROAD CROSSING.  DO
 DX4288'NOT CROSS THE TRACKS BUT TURN LEFT AND FOLLOW THE DIRT ROAD
 DX4288'EAST 0.2 MILE PAST A SMALL RANCH HOUSE, A BARN AND GATES.  THE
 DX4288'FIRST ONE WOOD, THE SECOND ONE STEEL.  AFTER PASSING THROUGH
 DX4288'THE TWO GATES FOLLOW THE DIRT ROAD UP THE HILL 1.1 MILE TO A
 DX4288'WOVEN WIRE GATE.  GO THROUGH THE GATE AND CONTINUE ON THE
 DX4288'ROAD 1.9 MILE TO A FORK IN THE ROAD.  SPLIT THE FORKS AND FOLLOW
 DX4288'THE TRAIL UP THE HILL 0.2 MILE TO THE STATION SITE.
 DX4288'
 DX4288'A STANDARD ORANGE COUNTY SURVEYORS BRASS CAP SET IN CONCRETE
 DX4288'STAMPED 3-8-21 A AND SET ON THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4287 ***********************************************************************
 DX4287  DESIGNATION -  3 8 22
 DX4287  PID         -  DX4287
 DX4287  STATE/COUNTY-  CA/ORANGE
 DX4287  USGS QUAD   -  PRADO DAM (1981)
 DX4287
 DX4287                         *CURRENT SURVEY CONTROL
 DX4287  ___________________________________________________________________
 DX4287* NAD 83(1992)-  33 53 22.24814(N)    117 42 33.96928(W)     ADJUSTED  
 DX4287* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 DX4287  ___________________________________________________________________
 DX4287  EPOCH DATE  -        1991.35
 DX4287  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 DX4287  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DX4287  HORZ ORDER  -  SECOND
 DX4287
 DX4287.The horizontal coordinates were established by classical geodetic methods
 DX4287.and adjusted by the National Geodetic Survey in June 1996.
 DX4287.The horizontal coordinates are valid at the epoch date displayed above.
 DX4287.The epoch date for horizontal control is a decimal equivalence
 DX4287.of Year/Month/Day.
 DX4287
 DX4287.The orthometric height was scaled from a topographic map.
 DX4287
 DX4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4287
 DX4287.The geoid height was determined by GEOID03.
 DX4287
 DX4287;                    North         East     Units Scale Factor Converg.
 DX4287;SPC CA 6     -   692,018.213 1,865,000.282   MT  1.00000104   -0 48 07.1
 DX4287;SPC CA 6     - 2,270,396.42  6,118,755.09   sFT  1.00000104   -0 48 07.1
 DX4287;UTM  11      - 3,750,132.012   434,399.793   MT  0.99965305   -0 23 44.1
 DX4287
 DX4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4287!SPC CA 6     -   0.99994952  x   1.00000104  =   0.99995056
 DX4287!UTM  11      -   0.99994952  x   0.99965305  =   0.99960258
 DX4287
 DX4287:                Primary Azimuth Mark                     Grid Az
 DX4287:SPC CA 6     -  3 8 21                                   285 53 21.0
 DX4287:UTM  11      -  3 8 21                                   285 28 58.0
 DX4287
 DX4287|---------------------------------------------------------------------|
 DX4287| PID    Reference Object                     Distance      Geod. Az  |
 DX4287|                                                           dddmmss.s |
 DX4287| DX4289 3 8 21                              APPROX. 2.2 KM 2850513.9 |
 DX4287|---------------------------------------------------------------------|
 DX4287
 DX4287                          SUPERSEDED SURVEY CONTROL
 DX4287
 DX4287  NAD 83(1986)-  33 53 22.24854(N)    117 42 33.96909(W) AD(1984.00) 2
 DX4287  NAD 27      -  33 53 22.19530(N)    117 42 30.77740(W) AD(       ) 2
 DX4287
 DX4287.Superseded values are not recommended for survey control.
 DX4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4287.See file dsdata.txt to determine how the superseded data were derived.
 DX4287
 DX4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3440050132(NAD 83)
 DX4287
 DX4287  HISTORY     - Date     Condition        Report By
 DX4287  HISTORY     - 1965     MONUMENTED       CA-059
 DX4287
 DX4287                          STATION DESCRIPTION
 DX4287
 DX4287'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4287'TO REACH FROM THE INTERSECTION OF LINCOLN AVENUE AND THE RIVERSIDE
 DX4287'FREEWAY IN THE TOWN OF OLIVE GO NORTHEASTERLY ON THE FREEWAY 3.0
 DX4287'MILE TO IMPERIAL HIGHWAY.  TURN LEFT AND GO NORTH ON IMPERIAL
 DX4287'HIGHWAY 0.75 MILE TO ESPERANZA ROAD.  TURN RIGHT AND GO EAST ON
 DX4287'ESPERANZA ROAD 2.85 MILES TO THE SANTA FE RAILROAD CROSSING, DO
 DX4287'NOT CROSS THE TRACKS BUT TURN LEFT AND FOLLOW THE DIRT ROAD 0.2
 DX4287'MILE EAST PAST A SMALL RANCH HOUSE ON THE LEFT AND A BARN ON
 DX4287'THE RIGHT AND THROUGH TWO GATES THE FIRST ONE WOOD, THE SECOND
 DX4287'STEEL.  AFTER PASSING THROUGH THE TWO GATES FOLLOW THE
 DX4287'DIRT ROAD UP THE HILL 1.1 MILE TO A WOVEN WIRE GATE.  GO THROUGH
 DX4287'THE GATE AND CONTINUE ON THE ROAD 1.9 MILE TO A FORK IN THE
 DX4287'ROAD.  TAKE THE RIGHT FORK AND GO 1.5 MILE TO A FORK IN THE
 DX4287'ROAD, TAKE THE FORK TO THE RIGHT AND FOLLOW THE ROAD BACK UP
 DX4287'THE HILL 0.1 MILE TO THE STATION SITE.  A STANDARD ORANGE COUNTY
 DX4287'SURVEYORS BRASS CAP SET IN CONCRETE FLUSH WITH THE GROUND
 DX4287'STAMPED 3-8-22.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4257 ***********************************************************************
 DX4257  DESIGNATION -  3 8 33
 DX4257  PID         -  DX4257
 DX4257  STATE/COUNTY-  CA/ORANGE
 DX4257  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX4257
 DX4257                         *CURRENT SURVEY CONTROL
 DX4257  ___________________________________________________________________
 DX4257* NAD 83(1992)-  33 51 57.75517(N)    117 43 27.18663(W)     ADJUSTED  
 DX4257* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DX4257  ___________________________________________________________________
 DX4257  EPOCH DATE  -        1991.35
 DX4257  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 DX4257  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DX4257  HORZ ORDER  -  SECOND
 DX4257
 DX4257.The horizontal coordinates were established by classical geodetic methods
 DX4257.and adjusted by the National Geodetic Survey in June 1996.
 DX4257.The horizontal coordinates are valid at the epoch date displayed above.
 DX4257.The epoch date for horizontal control is a decimal equivalence
 DX4257.of Year/Month/Day.
 DX4257
 DX4257.The orthometric height was scaled from a topographic map.
 DX4257
 DX4257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4257
 DX4257.The geoid height was determined by GEOID03.
 DX4257
 DX4257;                    North         East     Units Scale Factor Converg.
 DX4257;SPC CA 6     -   689,434.386 1,863,596.155   MT  0.99999716   -0 48 36.4
 DX4257;SPC CA 6     - 2,261,919.31  6,114,148.39   sFT  0.99999716   -0 48 36.4
 DX4257;UTM  11      - 3,747,539.184   433,014.509   MT  0.99965531   -0 24 12.9
 DX4257
 DX4257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4257!SPC CA 6     -   0.99998139  x   0.99999716  =   0.99997855
 DX4257!UTM  11      -   0.99998139  x   0.99965531  =   0.99963671
 DX4257
 DX4257:                Primary Azimuth Mark                     Grid Az
 DX4257:SPC CA 6     -  WEIR                                     180 56 27.0
 DX4257:UTM  11      -  WEIR                                     180 32 03.5
 DX4257
 DX4257|---------------------------------------------------------------------|
 DX4257| PID    Reference Object                     Distance      Geod. Az  |
 DX4257|                                                           dddmmss.s |
 DX4257| DX4246 WEIR                                APPROX. 2.6 KM 1800750.6 |
 DX4257|---------------------------------------------------------------------|
 DX4257
 DX4257                          SUPERSEDED SURVEY CONTROL
 DX4257
 DX4257  NAD 83(1986)-  33 51 57.75493(N)    117 43 27.18665(W) AD(1984.00) 2
 DX4257  NAD 27      -  33 51 57.69940(N)    117 43 23.99490(W) AD(       ) 2
 DX4257
 DX4257.Superseded values are not recommended for survey control.
 DX4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4257.See file dsdata.txt to determine how the superseded data were derived.
 DX4257
 DX4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3301547539(NAD 83)
 DX4257
 DX4257  HISTORY     - Date     Condition        Report By
 DX4257  HISTORY     - 1965     MONUMENTED       CA-059
 DX4257
 DX4257                          STATION DESCRIPTION
 DX4257
 DX4257'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4257'TO REACH FROM THE INTERSECTION OF LINCOLN AVENUE AND THE RIVERSIDE
 DX4257'FREEWAY GO NORTHEASTERLY ON THE FREEWAY 3.0 MILES TO IMPERIAL
 DX4257'HIGHWAY.  CONTINUE ON FREEWAY (SANTA ANA CANYON ROAD) 4.2 MILES TO
 DX4257'A WOVEN WIRE GATE ON THE RIGHT.  GO THROUGH THE GATE AND GO PAST
 DX4257'THE SMALL FARM HOUSE 0.05 MILE TO A WOODEN GATE.  GO THROUGH THE
 DX4257'GATE AND GO 0.1 MILE TO THE OLD CONCRETE HIGHWAY.  TURN RIGHT
 DX4257'AND FOLLOW THE OLD HIGHWAY 0.25 MILES.  THE STATION SITE IS LEFT
 DX4257'OFF THE OLD HIGHWAY UP THE HILL 300 FEET.  A STANDARD ORANGE
 DX4257'COUNTY SURVEYORS BRASS CAP SET IN CONCRETE FLUSH WITH THE
 DX4257'GROUND AND STAMPED 3-8-33.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4669 ***********************************************************************
 DX4669  DESIGNATION -  3 9 10
 DX4669  PID         -  DX4669
 DX4669  STATE/COUNTY-  CA/ORANGE
 DX4669  USGS QUAD   -  YORBA LINDA (1981)
 DX4669
 DX4669                         *CURRENT SURVEY CONTROL
 DX4669  ___________________________________________________________________
 DX4669* NAD 83(1992)-  33 55 03.34040(N)    117 48 39.73499(W)     ADJUSTED  
 DX4669* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 DX4669  ___________________________________________________________________
 DX4669  EPOCH DATE  -        1991.35
 DX4669  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 DX4669  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DX4669  HORZ ORDER  -  SECOND
 DX4669
 DX4669.The horizontal coordinates were established by classical geodetic methods
 DX4669.and adjusted by the National Geodetic Survey in June 1996.
 DX4669.The horizontal coordinates are valid at the epoch date displayed above.
 DX4669.The epoch date for horizontal control is a decimal equivalence
 DX4669.of Year/Month/Day.
 DX4669
 DX4669.The orthometric height was scaled from a topographic map.
 DX4669
 DX4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4669
 DX4669.The geoid height was determined by GEOID03.
 DX4669
 DX4669;                    North         East     Units Scale Factor Converg.
 DX4669;SPC CA 6     -   695,268.787 1,855,649.314   MT  1.00000590   -0 51 28.1
 DX4669;SPC CA 6     - 2,281,061.01  6,088,076.12   sFT  1.00000590   -0 51 28.1
 DX4669;UTM  11      - 3,753,315.182   425,029.247   MT  0.99966929   -0 27 09.3
 DX4669
 DX4669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4669!SPC CA 6     -   0.99996699  x   1.00000590  =   0.99997289
 DX4669!UTM  11      -   0.99996699  x   0.99966929  =   0.99963629
 DX4669
 DX4669:                Primary Azimuth Mark                     Grid Az
 DX4669:SPC CA 6     -  CARBON                                   274 14 31.4
 DX4669:UTM  11      -  CARBON                                   273 50 12.6
 DX4669
 DX4669|---------------------------------------------------------------------|
 DX4669| PID    Reference Object                     Distance      Geod. Az  |
 DX4669|                                                           dddmmss.s |
 DX4669| DX4675 CARBON                              APPROX. 2.0 KM 2732303.3 |
 DX4669|---------------------------------------------------------------------|
 DX4669
 DX4669                          SUPERSEDED SURVEY CONTROL
 DX4669
 DX4669  NAD 83(1986)-  33 55 03.34109(N)    117 48 39.73445(W) AD(1984.00) 2
 DX4669  NAD 27      -  33 55 03.29360(N)    117 48 36.52990(W) AD(       ) 2
 DX4669
 DX4669.Superseded values are not recommended for survey control.
 DX4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4669.See file dsdata.txt to determine how the superseded data were derived.
 DX4669
 DX4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2502953315(NAD 83)
 DX4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX4669+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2002
 DX4669
 DX4669  HISTORY     - Date     Condition        Report By
 DX4669  HISTORY     - 1965     MONUMENTED       CA-059
 DX4669  HISTORY     - 20020818 GOOD             GEOCAC
 DX4669
 DX4669                          STATION DESCRIPTION
 DX4669
 DX4669'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4669'1.3 MILES ALONG CARBON CANYON ROAD FROM VALENCIA AVENUE EXTENSION,
 DX4669'THEN RIGHT ON OILED ROAD 0.25 MILE TO IRON GATE (COMBINATION LOCK
 DX4669'7-6-0-0) THROUGH THE GATE AND TAKE THE DIRT ROAD TO THE LEFT ON UP
 DX4669'THE HILL 0.5 MILE, THEN RIGHT OFF ROAD UP THE HILL 0.1 MILE TO A
 DX4669'GATE IN A BARBED WIRE FENCE (NO LOCK).  THROUGH THE GATE ON THE
 DX4669'LEFT ALONG THE FENCE LINE, 0.2 MILE UP THE HILL TO STATION 3-9-10.
 DX4669'
 DX4669'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 3-9-10.
 DX4669
 DX4669                          STATION RECOVERY (2002)
 DX4669
 DX4669'RECOVERY NOTE BY GEOCACHING 2002 (LJK)
 DX4669'MARK RECOVERED IN CHINO HILL STATE PARK, 0.1 MILE SOUTH OF THE NORTH
 DX4669'RIDGE TRAIL.  TO REACH FROM INTERSECTION OF VALENCIA AVE AND CARBON
 DX4669'CANYON ROAD, DRIVE 1.3 MILES EAST ON CARBON CANYON ROAD TO THE PARK
 DX4669'ENTRANCE ON THE RIGHT.  PARK OFFICE  (909)-780-6222, NOT AT THIS
 DX4669'ENTRANCE.
 DX4669'PROCEED THRU LOCKED GATE 0.15 MILE TO AND ACROSS BRIDGE OVER THE
 DX4669'CREEK.  IN 0.1 MILE TAKE THE LEFT FORK (UP THE HILL) ONTO NORTH RIDGE
 DX4669'TRAIL (FIRE ROAD).  AFTER 0.8 MILE, TAKE FOOT TRAIL FOR 0.1 MILE TO
 DX4669'RIGHT ONTO SADDLE, THEN RIGHT AGAIN TO HILLTOP MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4699 ***********************************************************************
 DX4699  DESIGNATION -  3 9 14
 DX4699  PID         -  DX4699
 DX4699  STATE/COUNTY-  CA/ORANGE
 DX4699  USGS QUAD   -  YORBA LINDA (1981)
 DX4699
 DX4699                         *CURRENT SURVEY CONTROL
 DX4699  ___________________________________________________________________
 DX4699* NAD 83(1992)-  33 54 30.93520(N)    117 47 26.83291(W)     ADJUSTED  
 DX4699* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 DX4699  ___________________________________________________________________
 DX4699  EPOCH DATE  -        1991.35
 DX4699  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 DX4699  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DX4699  HORZ ORDER  -  SECOND
 DX4699
 DX4699.The horizontal coordinates were established by classical geodetic methods
 DX4699.and adjusted by the National Geodetic Survey in June 1996.
 DX4699.The horizontal coordinates are valid at the epoch date displayed above.
 DX4699.The epoch date for horizontal control is a decimal equivalence
 DX4699.of Year/Month/Day.
 DX4699
 DX4699.The orthometric height was scaled from a topographic map.
 DX4699
 DX4699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4699
 DX4699.The geoid height was determined by GEOID03.
 DX4699
 DX4699;                    North         East     Units Scale Factor Converg.
 DX4699;SPC CA 6     -   694,242.589 1,857,507.014   MT  1.00000432   -0 50 48.1
 DX4699;SPC CA 6     - 2,277,694.23  6,094,170.93   sFT  1.00000432   -0 50 48.1
 DX4699;UTM  11      - 3,752,302.495   426,893.531   MT  0.99966588   -0 26 28.2
 DX4699
 DX4699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4699!SPC CA 6     -   0.99995427  x   1.00000432  =   0.99995859
 DX4699!UTM  11      -   0.99995427  x   0.99966588  =   0.99962016
 DX4699
 DX4699:                Primary Azimuth Mark                     Grid Az
 DX4699:SPC CA 6     -  GIL                                      038 38 36.1
 DX4699:UTM  11      -  GIL                                      038 14 16.2
 DX4699
 DX4699|---------------------------------------------------------------------|
 DX4699| PID    Reference Object                     Distance      Geod. Az  |
 DX4699|                                                           dddmmss.s |
 DX4699| DX4664 GIL                                 APPROX. 2.1 KM 0374748.0 |
 DX4699|---------------------------------------------------------------------|
 DX4699
 DX4699                          SUPERSEDED SURVEY CONTROL
 DX4699
 DX4699  NAD 83(1986)-  33 54 30.93520(N)    117 47 26.83272(W) AD(1984.00) 2
 DX4699
 DX4699.Superseded values are not recommended for survey control.
 DX4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4699.See file dsdata.txt to determine how the superseded data were derived.
 DX4699
 DX4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2689452302(NAD 83)
 DX4699_MARKER: Z = SEE DESCRIPTION
 DX4699_SETTING: 0 = UNSPECIFIED SETTING
 DX4699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4699
 DX4699  HISTORY     - Date     Condition        Report By
 DX4699  HISTORY     - 1965     MONUMENTED       CA-059
 DX4699  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DX4699
 DX4699                          STATION DESCRIPTION
 DX4699
 DX4699'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4699'1.3 MILES ALONG CARBON CANYON ROAD FROM VALENCIA AVENUE EXTENSION,
 DX4699'THEN RIGHT ON OILED ROAD 0.25 MILE TO IRON GATE (COMBINATION LOCK
 DX4699'7-6-0-0), THROUGH GATE AND ALONG OILED ROAD TO THE RIGHT, 1.3
 DX4699'MILES TO Y IN THE ROAD, TAKE LEG TO THE RIGHT, UP HILL 0.7 MILE TO
 DX4699'Y, TAKE LEG TO THE RIGHT, 0.1 MILE TO THE TOP OF THE HILL AND
 DX4699'STATION 3-9-14.  ORANGE COUNTY SURVEYORS BRASS CAP MARKED 3-9-14.
 DX4699
 DX4699                          STATION RECOVERY (2006)
 DX4699
 DX4699'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX4699'NOT FOUND AFTER THOROUGH SEARCH.  AS A RESET HAS BEEN ESTABLISHED (SEE
 DX4699'DX4667), THIS MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4667 ***********************************************************************
 DX4667  DESIGNATION -  3 9 14 RESET
 DX4667  PID         -  DX4667
 DX4667  STATE/COUNTY-  CA/ORANGE
 DX4667  USGS QUAD   -  YORBA LINDA (1981)
 DX4667
 DX4667                         *CURRENT SURVEY CONTROL
 DX4667  ___________________________________________________________________
 DX4667* NAD 83(1992)-  33 54 30.93516(N)    117 47 26.83210(W)     ADJUSTED  
 DX4667* NAVD 88     -       325.56   (+/-2cm)    1068.1    (feet)  VERTCON   
 DX4667  ___________________________________________________________________
 DX4667  EPOCH DATE  -        1991.35
 DX4667  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 DX4667  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DX4667  HORZ ORDER  -  FIRST
 DX4667  VERT ORDER  -  THIRD ? (See Below)
 DX4667
 DX4667.The horizontal coordinates were established by classical geodetic methods
 DX4667.and adjusted by the National Geodetic Survey in June 1996.
 DX4667.The horizontal coordinates are valid at the epoch date displayed above.
 DX4667.The epoch date for horizontal control is a decimal equivalence
 DX4667.of Year/Month/Day.
 DX4667
 DX4667.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4667.The vertical order pertains to the NGVD 29 superseded value.
 DX4667
 DX4667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4667
 DX4667.The geoid height was determined by GEOID03.
 DX4667
 DX4667;                    North         East     Units Scale Factor Converg.
 DX4667;SPC CA 6     -   694,242.588 1,857,507.035   MT  1.00000432   -0 50 48.1
 DX4667;SPC CA 6     - 2,277,694.22  6,094,171.00   sFT  1.00000432   -0 50 48.1
 DX4667;UTM  11      - 3,752,302.494   426,893.552   MT  0.99966588   -0 26 28.2
 DX4667
 DX4667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4667!SPC CA 6     -   0.99995430  x   1.00000432  =   0.99995862
 DX4667!UTM  11      -   0.99995430  x   0.99966588  =   0.99962019
 DX4667
 DX4667:                Primary Azimuth Mark                     Grid Az
 DX4667:SPC CA 6     -  GILMAN LOOKOUT TOWER                     039 11 01.4
 DX4667:UTM  11      -  GILMAN LOOKOUT TOWER                     038 46 41.5
 DX4667
 DX4667|---------------------------------------------------------------------|
 DX4667| PID    Reference Object                     Distance      Geod. Az  |
 DX4667|                                                           dddmmss.s |
 DX4667| DX4639 GILMAN LOOKOUT TOWER                APPROX. 2.2 KM 0382013.3 |
 DX4667| CC2183 3 9 14 RESET RM 5                    12.138 METERS 04419     |
 DX4667| CC2181 3 9 14 RESET RM 3                     9.063 METERS 18518     |
 DX4667| CC2182 3 9 14 RESET RM 4                    10.853 METERS 24348     |
 DX4667| DX4643 BREA PTT MICROWAVE                  APPROX. 4.8 KM 3222229.6 |
 DX4667|---------------------------------------------------------------------|
 DX4667
 DX4667                          SUPERSEDED SURVEY CONTROL
 DX4667
 DX4667  NAD 83(1986)-  33 54 30.93525(N)    117 47 26.83175(W) AD(1984.00) 1
 DX4667  NAD 27      -  33 54 30.88520(N)    117 47 23.63100(W) AD(       ) 1
 DX4667  NGVD 29 (07/19/86)  324.80   (m)         1065.6    (f) LEVELING    3  
 DX4667
 DX4667.Superseded values are not recommended for survey control.
 DX4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4667.See file dsdata.txt to determine how the superseded data were derived.
 DX4667
 DX4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2689452302(NAD 83)
 DX4667_MARKER: Z = SEE DESCRIPTION
 DX4667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX4667
 DX4667  HISTORY     - Date     Condition        Report By
 DX4667  HISTORY     - 1973     MONUMENTED       CA-059
 DX4667  HISTORY     - 1977     GOOD             CADT
 DX4667  HISTORY     - 20060930 MARK NOT FOUND   GEOCAC
 DX4667
 DX4667                          STATION DESCRIPTION
 DX4667
 DX4667'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973 (JLC)
 DX4667'THE STATION IS LOCATED IN SE 1/4 SEC 14, T 3 S, R 9 W, ABOUT 2
 DX4667'MILES NORTHEAST OF YORBA LINDA AND 4 MILES NORTH OF STATE
 DX4667'HIGHWAY 91 (RIVERSIDE FREEWAY).  IT IS ON PROPERTY OWNED BY
 DX4667'THE SHELL OIL COMPANY, 4024 VALLEY VIEW AVENUE, YORBA
 DX4667'LINDA.  PHONE 714 528 7076.
 DX4667'
 DX4667'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 DX4667'90 (IMPERIAL HIGHWAY) AND YORBA LINDA BLVD IN YORBA LINDA, GO
 DX4667'EAST ON YORBA LINDA BLVD FOR 0.1 MILE TO A CROSSROAD.  TURN
 DX4667'LEFT AND GO NORTH ON LAKE VIEW AVENUE FOR 0.8 MILE TO A
 DX4667'CROSSROAD (BASTANCHURY ROAD) AND A LOCKED GATE AHEAD.  PASS
 DX4667'THROUGH THE GATE AND TURN RIGHT AND GO EAST ON A TRACK ROAD
 DX4667'FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST
 DX4667'ON THE MAIN TRACK ROAD FOR 0.65 MILE TO A T-INTERSECTION.
 DX4667'TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.3 MILE TO A
 DX4667'T-INTERSECTION.  TURN LEFT AND PASS THROUGH THE GATE AND
 DX4667'GO NORTH AND EAST UP THE HILL ON THE TRACK ROAD FOR 0.55
 DX4667'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK
 DX4667'ROAD AND GO SOUTHEAST FOR 0.45 MILE TO A DIM SIDEROAD ON
 DX4667'THE RIGHT.  TURN SHARP RIGHT AND GO SOUTHWEST FOR 0.1 MILE
 DX4667'TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 DX4667'
 DX4667'THE STATION MARK IS AN ORANGE COUNTY SURVEY DISK STAMPED 3-9-14
 DX4667'RESET 1973, CEMENTED IN THE TOP OF A 14-INCH SQUARE CONCRETE
 DX4667'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DX4667'51 FEET SOUTH-SOUTHWEST OF A POWER POLE, 18 FEET SOUTHEAST OF
 DX4667'THE CENTER OF THE TRACK ROAD, AND 16 FEET SOUTHEAST OF A POINT
 DX4667'WHERE THE POWER LINE PASSES OVERHEAD.
 DX4667'
 DX4667'REFERENCE MARK 3 IS AN ORANGE COUNTY SURVEY DISK STAMPED 3-9-14
 DX4667'RM 3 RESET 1973, CEMENTED IN THE TOP OF A 6-INCH ROUND CONCRETE
 DX4667'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 DX4667'GROUND.  IT IS 45 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 DX4667'
 DX4667'REFERENCE MARK 4 IS AN ORANGE COUNTY SURVEY DISK STAMPED RM 4
 DX4667'3-9-14 RESET 1973, CEMENTED IN THE TOP OF A 6-INCH SQUARE
 DX4667'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 DX4667'OF THE GROUND.  IT IS 33 FEET NORTHEAST OF A POWER POLE AND 22
 DX4667'FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 DX4667'
 DX4667'REFERENCE MARK 5 IS AN ORANGE COUNTY SURVEY DISK STAMPED RM 5
 DX4667'3-9-14 RESET 1973, CEMENTED IN THE TOP OF A 6-INCH SQUARE
 DX4667'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 DX4667'THE GROUND.  IT IS 11.5 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 DX4667'10.5 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, AND 2 FEET
 DX4667'SOUTHEAST OF A POINT WHERE THE POWER LINE PASSES OVERHEAD.
 DX4667'
 DX4667'HEIGHT OF LIGHT ABOVE STATION MARK 4.05 METERS.
 DX4667
 DX4667                          STATION RECOVERY (1977)
 DX4667
 DX4667'RECOVERY NOTE BY CALTRANS 1977 (ARA)
 DX4667'THE STATION MARK AND REFERENCE MARKS NO 3, NO 4 AND NO 5 WERE
 DX4667'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DX4667
 DX4667                          STATION RECOVERY (2006)
 DX4667
 DX4667'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX4667'DESCRIBED CONCRETE MONUMENT RECOVERED WITH DISK, STEM AND STEM HOLE
 DX4667'MISSING.  MONUMENT IS SHATTERED.  REFERENCE MARKS 4 AND 5 RECOVERED AS
 DX4667'DESCRIBED.  REFERENCE MARK 3 NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4674 ***********************************************************************
 DX4674  DESIGNATION -  3 9 16
 DX4674  PID         -  DX4674
 DX4674  STATE/COUNTY-  CA/ORANGE
 DX4674  USGS QUAD   -  YORBA LINDA (1981)
 DX4674
 DX4674                         *CURRENT SURVEY CONTROL
 DX4674  ___________________________________________________________________
 DX4674* NAD 83(1992)-  33 54 24.06836(N)    117 49 40.15824(W)     ADJUSTED  
 DX4674* NAVD 88     -       182.52   (+/-2cm)     598.8    (feet)  VERTCON   
 DX4674  ___________________________________________________________________
 DX4674  EPOCH DATE  -        1991.35
 DX4674  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 DX4674  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DX4674  HORZ ORDER  -  SECOND
 DX4674  VERT ORDER  -  THIRD ? (See Below)
 DX4674
 DX4674.The horizontal coordinates were established by classical geodetic methods
 DX4674.and adjusted by the National Geodetic Survey in June 1996.
 DX4674.The horizontal coordinates are valid at the epoch date displayed above.
 DX4674.The epoch date for horizontal control is a decimal equivalence
 DX4674.of Year/Month/Day.
 DX4674
 DX4674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4674.The vertical order pertains to the NGVD 29 superseded value.
 DX4674
 DX4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4674
 DX4674.The geoid height was determined by GEOID03.
 DX4674
 DX4674;                    North         East     Units Scale Factor Converg.
 DX4674;SPC CA 6     -   694,082.257 1,854,079.067   MT  1.00000399   -0 52 01.3
 DX4674;SPC CA 6     - 2,277,168.20  6,082,924.41   sFT  1.00000399   -0 52 01.3
 DX4674;UTM  11      - 3,752,117.977   423,467.952   MT  0.99967220   -0 27 42.5
 DX4674
 DX4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4674!SPC CA 6     -   0.99997678  x   1.00000399  =   0.99998077
 DX4674!UTM  11      -   0.99997678  x   0.99967220  =   0.99964899
 DX4674
 DX4674|---------------------------------------------------------------------|
 DX4674| PID    Reference Object                     Distance      Geod. Az  |
 DX4674|                                                           dddmmss.s |
 DX4674| CC2184 3 9 16 RM 1                          10.587 METERS 04602     |
 DX4674| DX4672 YORBA LINDA PLANT SE FP             APPROX. 0.9 KM 0530649.1 |
 DX4674| CC2185 3 9 16 RM 2                          10.413 METERS 10040     |
 DX4674| CC2186 3 9 16 RM 3                          10.926 METERS 18425     |
 DX4674| CC2187 3 9 16 RM 4                          10.392 METERS 23937     |
 DX4674| DX4681 PLACENTIA RAD STA KEZY SW MAST      APPROX. 4.0 KM 2594102.2 |
 DX4674|---------------------------------------------------------------------|
 DX4674
 DX4674                          SUPERSEDED SURVEY CONTROL
 DX4674
 DX4674  NAD 83(1986)-  33 54 24.06855(N)    117 49 40.15778(W) AD(1984.00) 2
 DX4674  NAD 27      -  33 54 24.01930(N)    117 49 36.95340(W) AD(       ) 2
 DX4674  NGVD 29 (07/19/86)  181.77   (m)          596.4    (f) LEVELING    3  
 DX4674
 DX4674.Superseded values are not recommended for survey control.
 DX4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4674.See file dsdata.txt to determine how the superseded data were derived.
 DX4674
 DX4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2346852118(NAD 83)
 DX4674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4674_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX4674
 DX4674  HISTORY     - Date     Condition        Report By
 DX4674  HISTORY     - 1974     MONUMENTED       CA-059
 DX4674  HISTORY     - 1977     GOOD             CADT
 DX4674
 DX4674                          STATION DESCRIPTION
 DX4674
 DX4674'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4674'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH OF THE INTERSECTION
 DX4674'OF IMPERIAL HIGHWAY AND VALLEY VIEW AVENUE IN THE NORTHWEST
 DX4674'PART OF YORBA LINDA ON SHELL OIL COMPANY LANDS.  CALL MR. MAYNARD
 DX4674'RIDLON (714-528-7076) BEFORE OCCUPYING STATION.
 DX4674'
 DX4674'TO REACH THE STATION FROM THE IMPERIAL HIGHWAY, PROCEED
 DX4674'NORTHEAST ON VALLEY VIEW AVENUE FOR 0.5 MILE TO A LOCKED GATE
 DX4674'ON THE LEFT OPPOSITE OF CATTLEGUARD ON RIGHT.  PASS THROUGH
 DX4674'LOCKED GATE AND GO 0.2 MILE WESTERLY AND NORTHERLY TO A FORK
 DX4674'IN THE ROAD.  BEAR RIGHT FOR 0.15 MILE TO A PAIR OF CYLINDRICAL
 DX4674'TANKS LABELED POISONOUS GAS.  TURN SHARP LEFT AND PROCEED TO
 DX4674'STATION SITE ON TOP OF ROUND, KNOB HILL.
 DX4674'
 DX4674'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DX4674'3-9-16 1973.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DX4674'CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND SURFACE.  THE MARK
 DX4674'IS 42 FEET WEST OF POWER POLE AND ON THE INTERSECTION OF
 DX4674'CENTERLINES PRODUCED FROM LA CONCETTA DRIVE TO THE SOUTH AND
 DX4674'WABASH AVENUE TO THE WEST.  THE UNDERGROUND MARK IS SET IN THE
 DX4674'TOP OF A CONCRETE BLOCK ABOUT 3 FEET BELOW GROUND SURFACE.
 DX4674'
 DX4674'REFERENCE MARK 1, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED 3-9-16
 DX4674'RM 1 1973, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4674'WITH THE GROUND.  THE MARK IS 41 FEET NORTH OF POWER POLE, 31.7
 DX4674'FEET NORTH OF RM 2 AND 68.5 FEET EAST OF RM 4.
 DX4674'
 DX4674'REFERENCE MARK 2, A 2-1/4 IN OCS ALUMINUM DISK STAMPED 3-9-16
 DX4674'RM 2 1973, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4674'WITH THE GROUND.  THE MARK IS 10.5 FEET NORTHWEST OF POWER POLE.
 DX4674'
 DX4674'REFERENCE MARK 3, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED 3-9-16
 DX4674'RM 3 1973, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4674'WITH THE GROUND.  THE MARK IS 49.2 FEET WEST OF POWER POLE AND
 DX4674'32.6 FEET SOUTH OF RM 4.
 DX4674'
 DX4674'REFERENCE MARK 4, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED 3-9-16
 DX4674'RM 4 1973, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4674'WITH THE GROUND.
 DX4674'
 DX4674'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 DX4674
 DX4674                          STATION RECOVERY (1977)
 DX4674
 DX4674'RECOVERY NOTE BY CALTRANS 1977 (ARA)
 DX4674'THE STATION MARK AND REFERENCE MARKS NO 1, NO 2, NO 3 AND NO 4 WERE
 DX4674'RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.L. SANDS IN 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4682 ***********************************************************************
 DX4682  DESIGNATION -  3 9 18
 DX4682  PID         -  DX4682
 DX4682  STATE/COUNTY-  CA/ORANGE
 DX4682  USGS QUAD   -  YORBA LINDA (1981)
 DX4682
 DX4682                         *CURRENT SURVEY CONTROL
 DX4682  ___________________________________________________________________
 DX4682* NAD 83(1992)-  33 54 13.25601(N)    117 52 15.78060(W)     ADJUSTED  
 DX4682* NAVD 88     -       116.98   (+/-2cm)     383.8    (feet)  VERTCON   
 DX4682  ___________________________________________________________________
 DX4682  EPOCH DATE  -        1991.35
 DX4682  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 DX4682  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DX4682  HORZ ORDER  -  SECOND
 DX4682  VERT ORDER  -  THIRD ? (See Below)
 DX4682
 DX4682.The horizontal coordinates were established by classical geodetic methods
 DX4682.and adjusted by the National Geodetic Survey in June 1996.
 DX4682.The horizontal coordinates are valid at the epoch date displayed above.
 DX4682.The epoch date for horizontal control is a decimal equivalence
 DX4682.of Year/Month/Day.
 DX4682
 DX4682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4682.The vertical order pertains to the NGVD 29 superseded value.
 DX4682
 DX4682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4682
 DX4682.The geoid height was determined by GEOID03.
 DX4682
 DX4682;                    North         East     Units Scale Factor Converg.
 DX4682;SPC CA 6     -   693,810.481 1,850,076.331   MT  1.00000346   -0 53 26.9
 DX4682;SPC CA 6     - 2,276,276.55  6,069,792.10   sFT  1.00000346   -0 53 26.9
 DX4682;UTM  11      - 3,751,818.008   419,468.549   MT  0.99967995   -0 29 09.2
 DX4682
 DX4682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4682!SPC CA 6     -   0.99998710  x   1.00000346  =   0.99999056
 DX4682!UTM  11      -   0.99998710  x   0.99967995  =   0.99966705
 DX4682
 DX4682|---------------------------------------------------------------------|
 DX4682| PID    Reference Object                     Distance      Geod. Az  |
 DX4682|                                                           dddmmss.s |
 DX4682| CC2189 3 9 18 RM 2                          11.964 METERS 03534     |
 DX4682| DX4672 YORBA LINDA PLANT SE FP             APPROX. 4.8 KM 0793101.1 |
 DX4682| CC2190 3 9 18 RM 3                          18.501 METERS 08742     |
 DX4682| CC2188 3 9 18 RM 1                          13.765 METERS 31254     |
 DX4682|---------------------------------------------------------------------|
 DX4682
 DX4682                          SUPERSEDED SURVEY CONTROL
 DX4682
 DX4682  NAD 83(1986)-  33 54 13.25628(N)    117 52 15.78002(W) AD(1984.00) 2
 DX4682  NAD 27      -  33 54 13.20830(N)    117 52 12.57210(W) AD(       ) 2
 DX4682  NGVD 29 (07/19/86)  116.24   (m)          381.4    (f) LEVELING    3  
 DX4682
 DX4682.Superseded values are not recommended for survey control.
 DX4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4682.See file dsdata.txt to determine how the superseded data were derived.
 DX4682
 DX4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1946951818(NAD 83)
 DX4682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4682
 DX4682  HISTORY     - Date     Condition        Report By
 DX4682  HISTORY     - 1974     MONUMENTED       CA-059
 DX4682  HISTORY     - 19980606 MARK NOT FOUND   USPSQD
 DX4682
 DX4682                          STATION DESCRIPTION
 DX4682
 DX4682'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4682'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHWESTERLY OF THE
 DX4682'INTERSECTION OF IMPERIAL HIGHWAY AND KRAEMER BOULEVARD ON THE
 DX4682'IMPERIAL GOLF COURSE IN SOUTHEAST BREA.
 DX4682'
 DX4682'TO REACH THE STATION FROM THE INTERSECTION OF KRAEMER BOULEVARD
 DX4682'AND GOLDEN AVENUE IN THE CITY OF PLACENTIA, GO 0.1 MILE NORTH ON
 DX4682'KRAEMER BOULEVARD TO A DIRT ROAD ON THE LEFT ALONG THE SOUTH
 DX4682'SIDE OF THE IMPERIAL GOLF COURSE.  TURN LEFT AND FOLLOW ROAD
 DX4682'WEST, SOUTH AND WEST FOR 0.45 MILE TO TOP OF FLAT HILL AND
 DX4682'STATION SITE ABOUT 150 FEET EAST OF THE 16TH HOLE OF THE GOLF
 DX4682'COURSE.
 DX4682'
 DX4682'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4682'3-9-18 1973.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DX4682'CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DX4682'ABOUT 75 FEET WEST OF POWER POLE 572859E, 6 FEET NORTH OF AN
 DX4682'EAST-WEST 4-WIRE BARB WIRE FENCE AND 10 FEET SOUTH OF A DIRT
 DX4682'ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE
 DX4682'BLOCK ABOUT 3 FEET BELOW THE GROUND SURFACE.
 DX4682'
 DX4682'REFERENCE MARK 1, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-9-18
 DX4682'RM 1 1973, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4682'WITH THE GROUND.  IT IS 26 FEET SOUTHEAST OF A PALM TREE, 47 FEET
 DX4682'NORTHEAST OF A WOODEN CORNER POST AT FENCE INTERSECTION, 7 FEET
 DX4682'NORTH OF EDGE OF DIRT ROAD AND 56 FEET WEST OF RM 2.
 DX4682'
 DX4682'REFERENCE MARK 2, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-9-18
 DX4682'RM 2, 1973, IS SET IN TOP OF A 12 INCH CONCRETE BLOCK FLUSH
 DX4682'WITH THE GROUND.  IT IS 63 FEET NORTHWEST OF POWER POLE 512859E
 DX4682'AND 67.7 FEET WEST-NORTH-WEST OF A PALM TREE.
 DX4682'
 DX4682'REFERENCE MARK 3, A 3-3/4 IN ALUMINUM DISK STAMPED 3-19-18 RM 3
 DX4682'1973, IS SET IN TOP OF A 12 INCH CONCRETE BLOCK FLUSH WITH
 DX4682'GROUND.  IT IS 16.2 FEET WEST OF POWER POLE 512859E, 8 FEET
 DX4682'NORTH OF BARBED WIRE FENCE, AND 48.0 FEET SOUTHEAST OF RM 2.
 DX4682'
 DX4682'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 DX4682
 DX4682                          STATION RECOVERY (1998)
 DX4682
 DX4682'RECOVERY NOTE BY US POWER SQUADRON 1998
 DX4682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4671 ***********************************************************************
 DX4671  DESIGNATION -  3 9 27
 DX4671  PID         -  DX4671
 DX4671  STATE/COUNTY-  CA/ORANGE
 DX4671  USGS QUAD   -  YORBA LINDA (1981)
 DX4671
 DX4671                         *CURRENT SURVEY CONTROL
 DX4671  ___________________________________________________________________
 DX4671* NAD 83(1992)-  33 53 04.92748(N)    117 49 08.05186(W)     ADJUSTED  
 DX4671* NAVD 88     -       131.66   (+/-2cm)     432.0    (feet)  VERTCON   
 DX4671  ___________________________________________________________________
 DX4671  EPOCH DATE  -        1991.35
 DX4671  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 DX4671  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DX4671  HORZ ORDER  -  SECOND
 DX4671  VERT ORDER  -  THIRD ? (See Below)
 DX4671
 DX4671.The horizontal coordinates were established by classical geodetic methods
 DX4671.and adjusted by the National Geodetic Survey in June 1996.
 DX4671.The horizontal coordinates are valid at the epoch date displayed above.
 DX4671.The epoch date for horizontal control is a decimal equivalence
 DX4671.of Year/Month/Day.
 DX4671
 DX4671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4671.The vertical order pertains to the NGVD 29 superseded value.
 DX4671
 DX4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4671
 DX4671.The geoid height was determined by GEOID03.
 DX4671
 DX4671;                    North         East     Units Scale Factor Converg.
 DX4671;SPC CA 6     -   691,631.653 1,854,867.114   MT  1.00000023   -0 51 43.7
 DX4671;SPC CA 6     - 2,269,128.18  6,085,509.86   sFT  1.00000023   -0 51 43.7
 DX4671;UTM  11      - 3,749,673.818   424,273.052   MT  0.99967069   -0 27 23.7
 DX4671
 DX4671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4671!SPC CA 6     -   0.99998477  x   1.00000023  =   0.99998500
 DX4671!UTM  11      -   0.99998477  x   0.99967069  =   0.99965546
 DX4671
 DX4671|---------------------------------------------------------------------|
 DX4671| PID    Reference Object                     Distance      Geod. Az  |
 DX4671|                                                           dddmmss.s |
 DX4671| CC2193 3 9 27 RM 2                          17.202 METERS 12653     |
 DX4671| CC2194 3 9 27 RM 3                          30.716 METERS 14619     |
 DX4671| CC2192 3 9 27 RM 1                          25.740 METERS 26955     |
 DX4671| DX4672 YORBA LINDA PLANT SE FP             APPROX. 3.0 KM 3575538.3 |
 DX4671|---------------------------------------------------------------------|
 DX4671
 DX4671                          SUPERSEDED SURVEY CONTROL
 DX4671
 DX4671  NAD 83(1986)-  33 53 04.92760(N)    117 49 08.05148(W) AD(1984.00) 2
 DX4671  NAD 27      -  33 53 04.87580(N)    117 49 04.84920(W) AD(       ) 2
 DX4671  NGVD 29 (07/19/86)  130.91   (m)          429.5    (f) LEVELING    3  
 DX4671
 DX4671.Superseded values are not recommended for survey control.
 DX4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4671.See file dsdata.txt to determine how the superseded data were derived.
 DX4671
 DX4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2427349674(NAD 83)
 DX4671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX4671
 DX4671  HISTORY     - Date     Condition        Report By
 DX4671  HISTORY     - 1974     MONUMENTED       CA-059
 DX4671  HISTORY     - 1977     GOOD             CADT
 DX4671
 DX4671                          STATION DESCRIPTION
 DX4671
 DX4671'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4671'THE STATION IS LOCATED AT THE YORBA LINDA COUNTY WATER DISTRICTS
 DX4671'HIGHLAND AVENUE RESERVOIR.  MR. RICHARD DAVALOS OF THE YORBA
 DX4671'LINDA COUNTY WATER DISTRICT (714-528-7226) SHOULD BE CONTACTED
 DX4671'PRIOR TO OCCUPATION.
 DX4671'
 DX4671'TO REACH THE STATION FROM THE INTERSECTION OF YORBA LINDA
 DX4671'BOULEVARD AND MOUNTAIN VIEW AVENUE ABOUT 0.3 MILE WEST OF
 DX4671'IMPERIAL HIGHWAY IN YORBA LINDA, GO SOUTH ON MOUNTAIN VIEW AVENUE
 DX4671'TO A Y INTERSECTION, BEAR RIGHT ON HIGHLAND AVENUE AND GO 0.25
 DX4671'MILES TO AN OLD OILED ROAD JUST BELOW THE RESERVOIR.  TURN LEFT
 DX4671'AND FOLLOW ROAD FOR 0.3 MILE TO THE LOCKED GATE AT THE SOUTHWEST
 DX4671'CORNER OF THE RESERVOIR FENCE.  STATION SITE IS AT THE
 DX4671'OPPOSITE, MOST NORTHERLY CORNER OF THE RESERVOIR.
 DX4671'
 DX4671'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4671'3-9-27 1973.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH SQUARE
 DX4671'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DX4671'8.0 FEET NORTHERLY OF A LINE PRODUCED ALONG THE WESTERLY SIDE OF
 DX4671'THE BUILDING AND 3.0 FEET EAST.  THE UNDERGROUND MARK IS SET IN
 DX4671'THE TOP OF A CONCRETE BLOCK ABOUT 3 FEET BELOW THE GROUND
 DX4671'SURFACE.
 DX4671'
 DX4671'REFERENCE MARK 1, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-9-27
 DX4671'1973 RM 1, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE ABOUT
 DX4671'2 INCHES BELOW THE GROUND SURFACE.  THE MARK IS 17 FEET SOUTHWEST
 DX4671'OF THE NORTH CORNER OF RESERVOIR, 12.5 FEET SOUTHWESTERLY ALONG
 DX4671'RESERVOIR WALL, THEN 12.5 FEET NORTHWESTERLY PERPENDICULAR TO
 DX4671'RESERVOIR WALL.
 DX4671'
 DX4671'REFERENCE MARK 2, A 3-3/4 IN OCS ALUMINUM DISK STAMPED 3-9-27
 DX4671'1973 RM 2, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4671'WITH THE GROUND.  THE MARK IS 67.2 FEET EAST OF THE NORTH CORNER
 DX4671'OF THE RESERVOIR AND 44.0 FEET NORTH OF THE EAST CORNER OF THE
 DX4671'RESERVOIR.
 DX4671'
 DX4671'REFERENCE MARK 3, A CHISELED CROSS IN THE NORTHERLY RIM OF THE
 DX4671'CONCRETE BASE FOR A WATER MANHOLE PROJECTING TWO INCHES.  THE
 DX4671'CROSS IS 8.5 FEET SOUTHEAST OF THE EAST CORNER OF THE RESERVOIR
 DX4671'AND 1.0 FEET NORTHEAST OF THE PROJECTED NORTHEAST WALL OF THE
 DX4671'RESERVOIR.
 DX4671'
 DX4671'HEIGHT OF LIGHT ABOVE STATION MARK 1.63 METERS.
 DX4671
 DX4671                          STATION RECOVERY (1977)
 DX4671
 DX4671'RECOVERY NOTE BY CALTRANS 1977 (ARA)
 DX4671'THE STATION MARK AND REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE
 DX4671'RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.L. SANDS IN 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4680 ***********************************************************************
 DX4680  DESIGNATION -  3 9 30
 DX4680  PID         -  DX4680
 DX4680  STATE/COUNTY-  CA/ORANGE
 DX4680  USGS QUAD   -  YORBA LINDA (1981)
 DX4680
 DX4680                         *CURRENT SURVEY CONTROL
 DX4680  ___________________________________________________________________
 DX4680* NAD 83(1992)-  33 52 34.04330(N)    117 52 06.84513(W)     ADJUSTED  
 DX4680* NAVD 88     -        93.52   (+/-2cm)     306.8    (feet)  VERTCON   
 DX4680  ___________________________________________________________________
 DX4680  EPOCH DATE  -        1991.35
 DX4680  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DX4680  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX4680  HORZ ORDER  -  SECOND
 DX4680  VERT ORDER  -  THIRD ? (See Below)
 DX4680
 DX4680.The horizontal coordinates were established by classical geodetic methods
 DX4680.and adjusted by the National Geodetic Survey in June 1996.
 DX4680.The horizontal coordinates are valid at the epoch date displayed above.
 DX4680.The epoch date for horizontal control is a decimal equivalence
 DX4680.of Year/Month/Day.
 DX4680
 DX4680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4680.The vertical order pertains to the NGVD 29 superseded value.
 DX4680
 DX4680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4680
 DX4680.The geoid height was determined by GEOID03.
 DX4680
 DX4680;                    North         East     Units Scale Factor Converg.
 DX4680;SPC CA 6     -   690,750.415 1,850,258.417   MT  0.99999880   -0 53 22.0
 DX4680;SPC CA 6     - 2,266,236.99  6,070,389.49   sFT  0.99999880   -0 53 22.0
 DX4680;UTM  11      - 3,748,760.289   419,672.199   MT  0.99967954   -0 29 03.0
 DX4680
 DX4680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4680!SPC CA 6     -   0.99999079  x   0.99999880  =   0.99998959
 DX4680!UTM  11      -   0.99999079  x   0.99967954  =   0.99967033
 DX4680
 DX4680|---------------------------------------------------------------------|
 DX4680| PID    Reference Object                     Distance      Geod. Az  |
 DX4680|                                                           dddmmss.s |
 DX4680| CC2195 3 9 30 RM 1                           4.078 METERS 01643     |
 DX4680| DX4672 YORBA LINDA PLANT SE FP             APPROX. 6.0 KM 0484653.1 |
 DX4680| CC2196 3 9 30 RM 2                           6.711 METERS 06730     |
 DX4680| CC2197 3 9 30 RM 3                           7.785 METERS 19549     |
 DX4680| DX4681 PLACENTIA RAD STA KEZY SW MAST      APPROX. 2.7 KM 3561411.3 |
 DX4680|---------------------------------------------------------------------|
 DX4680
 DX4680                          SUPERSEDED SURVEY CONTROL
 DX4680
 DX4680  NAD 83(1986)-  33 52 34.04366(N)    117 52 06.84447(W) AD(1984.00) 2
 DX4680  NAD 27      -  33 52 33.99300(N)    117 52 03.63740(W) AD(       ) 2
 DX4680  NGVD 29 (07/19/86)   92.78   (m)          304.4    (f) LEVELING    3  
 DX4680
 DX4680.Superseded values are not recommended for survey control.
 DX4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4680.See file dsdata.txt to determine how the superseded data were derived.
 DX4680
 DX4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1967248760(NAD 83)
 DX4680_MARKER: Z = SEE DESCRIPTION
 DX4680_SETTING: 0 = UNSPECIFIED SETTING
 DX4680
 DX4680  HISTORY     - Date     Condition        Report By
 DX4680  HISTORY     - 1974     MONUMENTED       CA-059
 DX4680
 DX4680                          STATION DESCRIPTION
 DX4680
 DX4680'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4680'THE STATION IS LOCATED AT VALENCIA HIGH SCHOOL IN THE CITY OF
 DX4680'PLACENTIA.  STATION MAY BE OCCUPIED BETWEEN 8--00 A.M. TO
 DX4680'1--00 P.M.  PHONE MR. CASTRO, (714-524-4316) TWENTY-FOUR HOURS
 DX4680'PRIOR TO OCCUPATION.
 DX4680'
 DX4680'TO REACH THE STATION FROM CHAPMAN AVENUE IN PLACENTIA, GO NORTH
 DX4680'0.3 MILE TO 500 BRADFORD AVENUE AND SCHOOL AUDITORIUM ON EAST
 DX4680'SIDE.  ACCESS TO STATION CAN BE MADE BY CLIMBING LADDER LOCATED
 DX4680'BACKSTAGE ON THE EAST WALL INSIDE OF THE AUDITORIUM TO REACH
 DX4680'STATION ON THE ROOF OF THE SECOND STORY SECTION ABOVE THE STAGE.
 DX4680'
 DX4680'THE STATION MARK IS A 3-3/4 IN OCS ALUMINUM DISK STAMPED
 DX4680'3-9-30 1973.  THE DISK IS EPOXIED FLUSH WITH THE ROOF 16 FEET
 DX4680'SOUTH OF THE NORTH PARAPET WALL AND 3 FEET EAST OF THE WEST
 DX4680'PARAPET WALL.
 DX4680'
 DX4680'REFERENCE MARK 1, AN OCS ALUMINUM DISK STAMPED 3-9-30 1973
 DX4680'RM 1.  THE DISK IS EPOXIED FLUSH WITH THE ROOF 4.5 FEET SOUTHEAST
 DX4680'OF THE NORTH CORNER OF THE PARAPET WALL AND 18.2 FEET NORTHWEST
 DX4680'OF A ROOF DRAIN.
 DX4680'
 DX4680'REFERENCE MARK 2, AN OCS ALUMINUM DISK STAMPED 3-9-30 1973
 DX4680'RM 2.  THE DISK IS EPOXIED FLUSH WITH THE ROOF TWO FEET SOUTHWEST
 DX4680'OF A ROOF DRAIN, 21 FEET EAST OF THE NORTH CORNER OF THE PARAPET
 DX4680'WALL AND 4 FEET SOUTHWEST OF THE EAST CORNER OF THE PARAPET WALL.
 DX4680'
 DX4680'REFERENCE MARK 3, AN OCS ALUMINUM DISK STAMPED 3-9-30 RM 3
 DX4680'1973.  THE DISK IS EPOXIED FLUSH WITH THE ROOF 4.8 FEET NORTHWEST
 DX4680'OF THE SOUTHWEST CORNER OF A 6 FOOT HIGH STRUCTURE BUILT ON THE
 DX4680'ROOF, TWO FEET EAST OF THE WEST PARAPET WALL AND 34.4 FEET
 DX4680'NORTH-NORTH-EAST FROM THE SOUTHWEST CORNER OF THE WALL.
 DX4680'
 DX4680'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4731 ***********************************************************************
 DX4731  DESIGNATION -  3 9 33
 DX4731  PID         -  DX4731
 DX4731  STATE/COUNTY-  CA/ORANGE
 DX4731  USGS QUAD   -  ORANGE (1981)
 DX4731
 DX4731                         *CURRENT SURVEY CONTROL
 DX4731  ___________________________________________________________________
 DX4731* NAD 83(1992)-  33 52 24.85153(N)    117 49 47.45717(W)     ADJUSTED  
 DX4731* NAVD 88     -        89.61   (+/-2cm)     294.0    (feet)  VERTCON   
 DX4731  ___________________________________________________________________
 DX4731  EPOCH DATE  -        1991.35
 DX4731  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 DX4731  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DX4731  HORZ ORDER  -  SECOND
 DX4731  VERT ORDER  -  THIRD ? (See Below)
 DX4731
 DX4731.The horizontal coordinates were established by classical geodetic methods
 DX4731.and adjusted by the National Geodetic Survey in June 1996.
 DX4731.The horizontal coordinates are valid at the epoch date displayed above.
 DX4731.The epoch date for horizontal control is a decimal equivalence
 DX4731.of Year/Month/Day.
 DX4731
 DX4731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4731.The vertical order pertains to the NGVD 29 superseded value.
 DX4731
 DX4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4731
 DX4731.The geoid height was determined by GEOID03.
 DX4731
 DX4731;                    North         East     Units Scale Factor Converg.
 DX4731;SPC CA 6     -   690,412.298 1,853,835.920   MT  0.99999838   -0 52 05.4
 DX4731;SPC CA 6     - 2,265,127.68  6,082,126.68   sFT  0.99999838   -0 52 05.4
 DX4731;UTM  11      - 3,748,447.596   423,250.850   MT  0.99967261   -0 27 45.2
 DX4731
 DX4731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4731!SPC CA 6     -   0.99999138  x   0.99999838  =   0.99998976
 DX4731!UTM  11      -   0.99999138  x   0.99967261  =   0.99966399
 DX4731
 DX4731|---------------------------------------------------------------------|
 DX4731| PID    Reference Object                     Distance      Geod. Az  |
 DX4731|                                                           dddmmss.s |
 DX4731| CC2201 3 9 33 RM 4                          20.882 METERS 02252     |
 DX4731| DX4639 GILMAN LOOKOUT TOWER                APPROX. 7.5 KM 0413510.7 |
 DX4731| CC2198 3 9 33 RM 1                          25.308 METERS 13243     |
 DX4731| DX4728 ORANGE ANAHEIM WATR DEPT NE TK      APPROX. 4.2 KM 1663918.6 |
 DX4731| CC2199 3 9 33 RM 2                          12.292 METERS 18322     |
 DX4731| CC2200 3 9 33 RM 3                          15.187 METERS 24914     |
 DX4731|---------------------------------------------------------------------|
 DX4731
 DX4731                          SUPERSEDED SURVEY CONTROL
 DX4731
 DX4731  NAD 83(1986)-  33 52 24.85171(N)    117 49 47.45679(W) AD(1984.00) 2
 DX4731  NAD 27      -  33 52 24.79940(N)    117 49 44.25410(W) AD(       ) 2
 DX4731  NGVD 29 (07/19/86)   88.86   (m)          291.5    (f) LEVELING    3  
 DX4731
 DX4731.Superseded values are not recommended for survey control.
 DX4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4731.See file dsdata.txt to determine how the superseded data were derived.
 DX4731
 DX4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2325148448(NAD 83)
 DX4731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4731
 DX4731  HISTORY     - Date     Condition        Report By
 DX4731  HISTORY     - 1974     MONUMENTED       CA-059
 DX4731
 DX4731                          STATION DESCRIPTION
 DX4731
 DX4731'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4731'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE
 DX4731'INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET IN
 DX4731'SOUTHWEST YORBA LINDA.  MR. HOWARD HILLS, MOBIL OIL COMPANY,
 DX4731'10737 SOUTH SHOEMAKER, SANTA FE SPRINGS, CALIFORNIA, PHONE
 DX4731'(213-941-8751) MUST BE NOTIFIED PRIOR TO OCCUPATION.
 DX4731'
 DX4731'TO REACH THE STATION FROM THE INTERSECTION OF VAN BUREN STREET
 DX4731'AND BUENA VISTA AVENUE, GO 0.2 MILE SOUTH ON VAN BUREN STREET,
 DX4731'TURN LEFT ON OILED ROAD AND TRAVEL 0.2 MILE SOUTHEASTERLY TO A
 DX4731'CROSSROADS, CONTINUE 0.1 MILE SOUTHEAST TO TOP OF HILL ALONG
 DX4731'EASTERLY SIDE OF STORAGE TANKS WHERE STATION IS LOCATED JUST
 DX4731'SOUTH OF TANKS OWNED BY MOBIL OIL COMPANY.
 DX4731'
 DX4731'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4731'3-9-33 1973.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DX4731'CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND SURFACE.  THE MARK
 DX4731'IS 71 FEET SOUTHEAST OF A 4 INCH RISER 3.5 FEET HIGH AND
 DX4731'APPROXIMATELY 43.0 FEET NORTHWEST OF A POWER POLE ON MOBIL OIL
 DX4731'COMPANY LANDS.
 DX4731'
 DX4731'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4731'3-9-33 1973 RM 1, IS SET IN TOP OF A 12 INCH CONCRETE BLOCK
 DX4731'FLUSH WITH GROUND.  THE MARK IS 5.9 FEET NORTHWEST OF A P.P. WITH
 DX4731'BRASS DISK STAMPED G-40 52, 47.0 FEET NORTHEAST OF NORTHEAST
 DX4731'TRANSFORMER P.P., AND 65.4 FEET SOUTHWEST TO RM 2.
 DX4731'
 DX4731'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-9-33
 DX4731'1973 RM 2, IS SET IN TOP OF A 12 INCH CONCRETE BLOCK FLUSH WITH
 DX4731'THE GROUND.  THE MARK IS 6.5 FEET SOUTHWEST OF SOUTHWEST
 DX4731'TRANSFORMER P.P., AND IS 77.5 FEET NORTHWEST TO RM 3.
 DX4731'
 DX4731'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 3-9-33
 DX4731'1973 RM 3, IS SET IN TOP OF A 12 INCH CONCRETE BLOCK FLUSH WITH
 DX4731'THE GROUND.  THE MARK IS 81.3 FEET SOUTHWEST OF A P.P. WITH
 DX4731'THREE SWITCHBOXES.
 DX4731'
 DX4731'REFERENCE MARK 4, A 3-3/4 INCH ALUMINUM DISK STAMPED 3-9-33
 DX4731'1973 RM 4, IS SET IN TOP OF A 12 INCH BLOCK OF CONCRETE FLUSH
 DX4731'WITH THE GROUND SURFACE.  THE MARK IS 68.0 FEET SOUTHEAST OF
 DX4731'A POWERPOLE WITH THREE SWITCHBOXES.
 DX4731'
 DX4731'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4673 ***********************************************************************
 DX4673  DESIGNATION -  3 9 4B
 DX4673  PID         -  DX4673
 DX4673  STATE/COUNTY-  CA/ORANGE
 DX4673  USGS QUAD   -  YORBA LINDA (1981)
 DX4673
 DX4673                         *CURRENT SURVEY CONTROL
 DX4673  ___________________________________________________________________
 DX4673* NAD 83(1992)-  33 55 59.59091(N)    117 49 26.88653(W)     ADJUSTED  
 DX4673* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 DX4673  ___________________________________________________________________
 DX4673  EPOCH DATE  -        1991.35
 DX4673  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 DX4673  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DX4673  HORZ ORDER  -  SECOND
 DX4673
 DX4673.The horizontal coordinates were established by classical geodetic methods
 DX4673.and adjusted by the National Geodetic Survey in June 1996.
 DX4673.The horizontal coordinates are valid at the epoch date displayed above.
 DX4673.The epoch date for horizontal control is a decimal equivalence
 DX4673.of Year/Month/Day.
 DX4673
 DX4673.The orthometric height was scaled from a topographic map.
 DX4673
 DX4673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4673
 DX4673.The geoid height was determined by GEOID03.
 DX4673
 DX4673;                    North         East     Units Scale Factor Converg.
 DX4673;SPC CA 6     -   697,019.968 1,854,464.419   MT  1.00000872   -0 51 54.1
 DX4673;SPC CA 6     - 2,286,806.35  6,084,188.68   sFT  1.00000872   -0 51 54.1
 DX4673;UTM  11      - 3,755,057.355   423,832.403   MT  0.99967152   -0 27 36.3
 DX4673
 DX4673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4673!SPC CA 6     -   0.99994658  x   1.00000872  =   0.99995530
 DX4673!UTM  11      -   0.99994658  x   0.99967152  =   0.99961812
 DX4673
 DX4673:                Primary Azimuth Mark                     Grid Az
 DX4673:SPC CA 6     -  SO                                       072 47 07.3
 DX4673:UTM  11      -  SO                                       072 22 49.5
 DX4673
 DX4673|---------------------------------------------------------------------|
 DX4673| PID    Reference Object                     Distance      Geod. Az  |
 DX4673|                                                           dddmmss.s |
 DX4673| DX4670 SO                                  APPROX. 0.9 KM 0715513.2 |
 DX4673|---------------------------------------------------------------------|
 DX4673
 DX4673                          SUPERSEDED SURVEY CONTROL
 DX4673
 DX4673  NAD 83(1986)-  33 55 59.59163(N)    117 49 26.88586(W) AD(1984.00) 2
 DX4673  NAD 27      -  33 55 59.54650(N)    117 49 23.67900(W) AD(       ) 2
 DX4673
 DX4673.Superseded values are not recommended for survey control.
 DX4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4673.See file dsdata.txt to determine how the superseded data were derived.
 DX4673
 DX4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2383255057(NAD 83)
 DX4673
 DX4673  HISTORY     - Date     Condition        Report By
 DX4673  HISTORY     - 1965     MONUMENTED       CA-059
 DX4673  HISTORY     - 20030920 MARK NOT FOUND   GEOCAC
 DX4673
 DX4673                          STATION DESCRIPTION
 DX4673
 DX4673'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4673'NORTH ON VALENCIA AVENUE EXTENSION FROM CARBON CANYON ROAD TO
 DX4673'ENTRANCE OF OLINDA DISPOSAL STATION, RIGHT ON PAVED ROAD IN FRONT
 DX4673'OF ENTRANCE TO DISPOSAL STATION, PAST OIL WELL 37 AND 103 TO IRON
 DX4673'GATE WITH SLEEVE LOCK (ORANGE COUNTY COMMUNICATIONS LOCK SCHLAGE)
 DX4673'1.15 MILE ALONG DIRT ROAD UP HILL TO ORANGE COUNTY COMMUNICATIONS
 DX4673'RELAY STATION, THEN FROM RELAY STATION 1.05 MILE ALONG ROAD UP
 DX4673'HILL TO DOUBLE SET OF IRON GATES (ONE ORANGE COUNTY SURVEYOR
 DX4673'LOCK-ONE SNAP CHAIN) THROUGH GATES 0.3 MILE TO Y IN ROAD, TAKE
 DX4673'RIGHT LEG 0.1 MILE TO Y IN THE ROAD, TAKE RIGHT LEG 0.45 MILE
 DX4673'TO Y IN ROAD, TAKE LEFT LEG 0.45 MILE, THEN 40 FEET LEFT
 DX4673'OF ROAD 14 FEET HIGHER TO STATION 3-9-4B.
 DX4673'
 DX4673'ORANGE COUNTY SURVEYORS BRASS CAP MARKER 3-9-4B.
 DX4673
 DX4673                          STATION RECOVERY (2003)
 DX4673
 DX4673'RECOVERY NOTE BY GEOCACHING 2003 (LJK)
 DX4673'MARK NOT FOUND MARKED AS DESCRIBED.  ORANGE COUNTY SURVEYOR DISC FOUND
 DX4673'IN SAME APPARENT LOCATION (USING HANDHELD GPS). DISC MARKED 3-9-4B-2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6167 ***********************************************************************
 EW6167  DESIGNATION -  3 A
 EW6167  PID         -  EW6167
 EW6167  STATE/COUNTY-  CA/VENTURA
 EW6167  USGS QUAD   -  POINT MUGU (1967)
 EW6167
 EW6167                         *CURRENT SURVEY CONTROL
 EW6167  ___________________________________________________________________
 EW6167* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6167* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 EW6167  ___________________________________________________________________
 EW6167  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6167
 EW6167.The horizontal coordinates were scaled from a topographic map and have
 EW6167.an estimated accuracy of +/- 6 seconds.
 EW6167
 EW6167.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6167.The vertical order pertains to the NGVD 29 superseded value.
 EW6167
 EW6167.The geoid height was determined by GEOID03.
 EW6167
 EW6167;                    North         East    Units  Estimated Accuracy
 EW6167;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6167
 EW6167                          SUPERSEDED SURVEY CONTROL
 EW6167
 EW6167  NGVD 29 (??/??/92)    6.856  (m)           22.49   (f) ADJ UNCH    2 0
 EW6167
 EW6167.Superseded values are not recommended for survey control.
 EW6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6167.See file dsdata.txt to determine how the superseded data were derived.
 EW6167
 EW6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6167_MARKER: Z = SEE DESCRIPTION
 EW6167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6167_SP_SET: STEEL PLATES
 EW6167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6167
 EW6167  HISTORY     - Date     Condition        Report By
 EW6167  HISTORY     - UNK      MONUMENTED       CGS
 EW6167  HISTORY     - 1960     GOOD             NGS
 EW6167
 EW6167                          STATION DESCRIPTION
 EW6167
 EW6167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6167'6 MI SE FROM OXNARD.
 EW6167'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6167'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST
 EW6167'FOR 1.6 MILES ALONG BEACH ROAD TO L AVENUE.  TURN NORTH FOR
 EW6167'0.5 MILE TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL
 EW6167'LAUNCH PAD.  THE MARK IS THE CENTER OF A CROSS FORMED BY TWO
 EW6167'STEEL PLATES.  IT IS 400 FEET SOUTHEAST OF THE NORTHWEST EDGE
 EW6167'OF THE PAD AND 85 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5386 ***********************************************************************
 DX5386  DESIGNATION -  3 A
 DX5386  PID         -  DX5386
 DX5386  STATE/COUNTY-  CA/RIVERSIDE
 DX5386  USGS QUAD   -  SAN JACINTO (1979)
 DX5386
 DX5386                         *CURRENT SURVEY CONTROL
 DX5386  ___________________________________________________________________
 DX5386* NAD 83(1986)-  33 48 18.     (N)    116 59 43.     (W)     SCALED    
 DX5386* NAVD 88     -       453.639  (meters)    1488.31   (feet)  ADJUSTED  
 DX5386  ___________________________________________________________________
 DX5386  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DX5386  DYNAMIC HT  -         453.100 (meters)    1486.55  (feet)  COMP
 DX5386  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 DX5386
 DX5386  VERT ORDER  -  FIRST     CLASS II
 DX5386
 DX5386.The horizontal coordinates were scaled from a topographic map and have
 DX5386.an estimated accuracy of +/- 6 seconds.
 DX5386
 DX5386.The orthometric height was determined by differential leveling
 DX5386.and adjusted in January 1993.
 DX5386
 DX5386.The geoid height was determined by GEOID03.
 DX5386
 DX5386.The dynamic height is computed by dividing the NAVD 88
 DX5386.geopotential number by the normal gravity value computed on the
 DX5386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5386.degrees latitude (g = 980.6199 gals.).
 DX5386
 DX5386.The modeled gravity was interpolated from observed gravity values.
 DX5386
 DX5386;                    North         East    Units  Estimated Accuracy
 DX5386;SPC CA 6     -   681,950.    1,930,990.      MT  (+/- 180 meters Scaled)
 DX5386
 DX5386                          SUPERSEDED SURVEY CONTROL
 DX5386
 DX5386.No superseded survey control is available for this station.
 DX5386
 DX5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT004405(NAD 83)
 DX5386_MARKER: DB = BENCH MARK DISK
 DX5386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5386_SP_SET: CONCRETE POST
 DX5386_STAMPING: 3-A
 DX5386_MARK LOGO: MWDSC 
 DX5386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5386+STABILITY: SURFACE MOTION
 DX5386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5386+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5386
 DX5386  HISTORY     - Date     Condition        Report By
 DX5386  HISTORY     - 1983     MONUMENTED       MWDSC
 DX5386  HISTORY     - 19920510 GOOD             MWDSC
 DX5386
 DX5386                          STATION DESCRIPTION
 DX5386
 DX5386'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5386'2.5 MILES (4.0 KM) NORTHWEST OF THE TOWN OF SAN JACINTO, AT THE SAN
 DX5386'JACINTO RESERVOIR, 86 FEET (26.2 M) SOUTH OF THE MOST NORTHERLY
 DX5386'CORNER OF THE RESERVOIR CHAIN LINK FENCE, 45 FEET (13.7 M) FROM THE
 DX5386'NORTHWEST CHAIN LINK FENCE, 66 FEET (20.1 M) FROM THE NORTHEAST CHAIN
 DX5386'LINK FENCE, FOUND 3 1/2 INCH BRASS DISK IN A 1.35 FOOT (0.41 M)
 DX5386'DIAMETER CONCRETE POST, 2 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1039 ***********************************************************************
 DB1039  DESIGNATION -  3 A 1 DSI
 DB1039  PID         -  DB1039
 DB1039  STATE/COUNTY-  CA/IMPERIAL
 DB1039  USGS QUAD   -  HEBER (1976)
 DB1039
 DB1039                         *CURRENT SURVEY CONTROL
 DB1039  ___________________________________________________________________
 DB1039* NAD 83(1986)-  32 43 11.     (N)    115 32 40.     (W)     SCALED    
 DB1039* NAVD 88     -        -1.824  (meters)      -5.98   (feet)  READJUSTED
 DB1039  ___________________________________________________________________
 DB1039  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1039  DYNAMIC HT  -          -1.820 (meters)      -5.97  (feet)  COMP
 DB1039  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1039
 DB1039  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1039
 DB1039.The horizontal coordinates were scaled from a topographic map and have
 DB1039.an estimated accuracy of +/- 6 seconds.
 DB1039
 DB1039.The orthometric height was determined by differential leveling
 DB1039.and adjusted in January 1995.
 DB1039.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1039.distribution rate of 4.1 thru 8.0 mm/km.
 DB1039.The height was derived from older observations constrained to new
 DB1039.heights in a crustal motion area.  The height is approximate in
 DB1039.relation to other heights in its vicinity.
 DB1039
 DB1039.The geoid height was determined by GEOID03.
 DB1039
 DB1039.The dynamic height is computed by dividing the NAVD 88
 DB1039.geopotential number by the normal gravity value computed on the
 DB1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1039.degrees latitude (g = 980.6199 gals.).
 DB1039
 DB1039.The modeled gravity was interpolated from observed gravity values.
 DB1039
 DB1039;                    North         East    Units  Estimated Accuracy
 DB1039;SPC CA 6     -   561,560.    2,066,140.      MT  (+/- 180 meters Scaled)
 DB1039
 DB1039                          SUPERSEDED SURVEY CONTROL
 DB1039
 DB1039.No superseded survey control is available for this station.
 DB1039
 DB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS364211(NAD 83)
 DB1039_MARKER: DD = SURVEY DISK
 DB1039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1039_SP_SET: COPPER-CLAD STEEL ROD
 DB1039_STAMPING: 3-A-1 1975 RCE-11736
 DB1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1039
 DB1039  HISTORY     - Date     Condition        Report By
 DB1039  HISTORY     - 1975     MONUMENTED       DSI
 DB1039  HISTORY     - 1977     GOOD             NGS
 DB1039
 DB1039                          STATION DESCRIPTION
 DB1039
 DB1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1039'1.7 MI SW FROM HEBER.
 DB1039'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER
 DB1039'THENCE 0.75 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2, TO
 DB1039'DELIVERY GATE 7-A, 629 FT WEST OF THE CENTERLINE OF THE DIRT ROAD
 DB1039'LEADING SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2, 22 FT NORTH
 DB1039'OF THE CENTERLINE OF THE DIRT ROAD LEADING WEST, 1.5 FT NORTH OF THE
 DB1039'NORTH EDGE OF A CONCRETE LINED CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1038 ***********************************************************************
 DB1038  DESIGNATION -  3 A 2 DSI
 DB1038  PID         -  DB1038
 DB1038  STATE/COUNTY-  CA/IMPERIAL
 DB1038  USGS QUAD   -  HEBER (1976)
 DB1038
 DB1038                         *CURRENT SURVEY CONTROL
 DB1038  ___________________________________________________________________
 DB1038* NAD 83(1986)-  32 43 11.     (N)    115 32 37.     (W)     SCALED    
 DB1038* NAVD 88     -        -1.831  (meters)      -6.01   (feet)  READJUSTED
 DB1038  ___________________________________________________________________
 DB1038  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1038  DYNAMIC HT  -          -1.830 (meters)      -6.00  (feet)  COMP
 DB1038  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1038
 DB1038  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1038
 DB1038.The horizontal coordinates were scaled from a topographic map and have
 DB1038.an estimated accuracy of +/- 6 seconds.
 DB1038
 DB1038.The orthometric height was determined by differential leveling
 DB1038.and adjusted in January 1995.
 DB1038.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1038.distribution rate of 4.1 thru 8.0 mm/km.
 DB1038.The height was derived from older observations constrained to new
 DB1038.heights in a crustal motion area.  The height is approximate in
 DB1038.relation to other heights in its vicinity.
 DB1038
 DB1038.The geoid height was determined by GEOID03.
 DB1038
 DB1038.The dynamic height is computed by dividing the NAVD 88
 DB1038.geopotential number by the normal gravity value computed on the
 DB1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1038.degrees latitude (g = 980.6199 gals.).
 DB1038
 DB1038.The modeled gravity was interpolated from observed gravity values.
 DB1038
 DB1038;                    North         East    Units  Estimated Accuracy
 DB1038;SPC CA 6     -   561,560.    2,066,220.      MT  (+/- 180 meters Scaled)
 DB1038
 DB1038                          SUPERSEDED SURVEY CONTROL
 DB1038
 DB1038.No superseded survey control is available for this station.
 DB1038
 DB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS364211(NAD 83)
 DB1038_MARKER: DD = SURVEY DISK
 DB1038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DB1038_SP_SET: COPPER-CLAD STEEL ROD
 DB1038_STAMPING: 3-A-2 1975 RCE-11736
 DB1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1038
 DB1038  HISTORY     - Date     Condition        Report By
 DB1038  HISTORY     - 1975     MONUMENTED       DSI
 DB1038  HISTORY     - 1977     GOOD             NGS
 DB1038
 DB1038                          STATION DESCRIPTION
 DB1038
 DB1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1038'1.6 MI SW FROM HEBER.
 DB1038'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1038'THENCE 0.75 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 TO
 DB1038'DELIVERY GATE 7-A, THENCE 0.05 MILE WEST ALONG A DIRT ROAD, 317 FT
 DB1038'WEST OF THE CENTERLINE OF THE DIRT ROAD LEADING SOUTH ALONG THE WEST
 DB1038'SIDE OF DOGWOOD LATERAL 2, 22 FT NORTH OF THE CENTERLINE OF THE
 DB1038'DIRT ROAD LEADING WEST, 2.5 FT NORTH OF THE NORTH EDGE OF A CONCRETE
 DB1038'LINED CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1037 ***********************************************************************
 DB1037  DESIGNATION -  3 A 3 DSI
 DB1037  PID         -  DB1037
 DB1037  STATE/COUNTY-  CA/IMPERIAL
 DB1037  USGS QUAD   -  HEBER (1976)
 DB1037
 DB1037                         *CURRENT SURVEY CONTROL
 DB1037  ___________________________________________________________________
 DB1037* NAD 83(1986)-  32 43 11.     (N)    115 32 33.     (W)     SCALED    
 DB1037* NAVD 88     -        -1.337  (meters)      -4.39   (feet)  READJUSTED
 DB1037  ___________________________________________________________________
 DB1037  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DB1037  DYNAMIC HT  -          -1.340 (meters)      -4.40  (feet)  COMP
 DB1037  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1037
 DB1037  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1037
 DB1037.The horizontal coordinates were scaled from a topographic map and have
 DB1037.an estimated accuracy of +/- 6 seconds.
 DB1037
 DB1037.The orthometric height was determined by differential leveling
 DB1037.and adjusted in January 1995.
 DB1037.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1037.distribution rate of 4.1 thru 8.0 mm/km.
 DB1037.The height was derived from older observations constrained to new
 DB1037.heights in a crustal motion area.  The height is approximate in
 DB1037.relation to other heights in its vicinity.
 DB1037
 DB1037.The geoid height was determined by GEOID03.
 DB1037
 DB1037.The dynamic height is computed by dividing the NAVD 88
 DB1037.geopotential number by the normal gravity value computed on the
 DB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1037.degrees latitude (g = 980.6199 gals.).
 DB1037
 DB1037.The modeled gravity was interpolated from observed gravity values.
 DB1037
 DB1037;                    North         East    Units  Estimated Accuracy
 DB1037;SPC CA 6     -   561,560.    2,066,330.      MT  (+/- 180 meters Scaled)
 DB1037
 DB1037                          SUPERSEDED SURVEY CONTROL
 DB1037
 DB1037.No superseded survey control is available for this station.
 DB1037
 DB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS365211(NAD 83)
 DB1037_MARKER: DD = SURVEY DISK
 DB1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1037_SP_SET: CONCRETE WINGWALL
 DB1037_STAMPING: 3-A-3 1975 RCE-11736
 DB1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1037
 DB1037  HISTORY     - Date     Condition        Report By
 DB1037  HISTORY     - 1975     MONUMENTED       DSI
 DB1037  HISTORY     - 1977     GOOD             NGS
 DB1037
 DB1037                          STATION DESCRIPTION
 DB1037
 DB1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1037'1.6 MI SW FROM HEBER.
 DB1037'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1037'THENCE 0.75 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2 ,17 FT
 DB1037'EAST OF THE CENTERLINE OF THE DIRT ROAD, 64 FT NORTH OF THE CENTER OF
 DB1037'DELIVERY GATE 7-A, SET IN TOP AND 11.6 FT SOUTHEAST OF THE NORTHWEST
 DB1037'CORNER OF THE NORTHWEST WINGWALL OF A CHECK IN DOGWOOD LATERAL 2 FOR
 DB1037'DELIVERY GATE 7-A.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1036 ***********************************************************************
 DB1036  DESIGNATION -  3 A 4 DSI
 DB1036  PID         -  DB1036
 DB1036  STATE/COUNTY-  CA/IMPERIAL
 DB1036  USGS QUAD   -  HEBER (1976)
 DB1036
 DB1036                         *CURRENT SURVEY CONTROL
 DB1036  ___________________________________________________________________
 DB1036* NAD 83(1986)-  32 43 24.     (N)    115 32 33.     (W)     SCALED    
 DB1036* NAVD 88     -        -1.770  (meters)      -5.81   (feet)  READJUSTED
 DB1036  ___________________________________________________________________
 DB1036  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DB1036  DYNAMIC HT  -          -1.770 (meters)      -5.81  (feet)  COMP
 DB1036  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 DB1036
 DB1036  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1036
 DB1036.The horizontal coordinates were scaled from a topographic map and have
 DB1036.an estimated accuracy of +/- 6 seconds.
 DB1036
 DB1036.The orthometric height was determined by differential leveling
 DB1036.and adjusted in January 1995.
 DB1036.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1036.distribution rate of 4.1 thru 8.0 mm/km.
 DB1036.The height was derived from older observations constrained to new
 DB1036.heights in a crustal motion area.  The height is approximate in
 DB1036.relation to other heights in its vicinity.
 DB1036
 DB1036.The geoid height was determined by GEOID03.
 DB1036
 DB1036.The dynamic height is computed by dividing the NAVD 88
 DB1036.geopotential number by the normal gravity value computed on the
 DB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1036.degrees latitude (g = 980.6199 gals.).
 DB1036
 DB1036.The modeled gravity was interpolated from observed gravity values.
 DB1036
 DB1036;                    North         East    Units  Estimated Accuracy
 DB1036;SPC CA 6     -   561,960.    2,066,320.      MT  (+/- 180 meters Scaled)
 DB1036
 DB1036                          SUPERSEDED SURVEY CONTROL
 DB1036
 DB1036.No superseded survey control is available for this station.
 DB1036
 DB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS365215(NAD 83)
 DB1036_MARKER: DD = SURVEY DISK
 DB1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1036_SP_SET: CONCRETE WINGWALL
 DB1036_STAMPING: 3-A-4 1975 RCE-11736
 DB1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1036
 DB1036  HISTORY     - Date     Condition        Report By
 DB1036  HISTORY     - 1975     MONUMENTED       DSI
 DB1036  HISTORY     - 1977     GOOD             NGS
 DB1036
 DB1036                          STATION DESCRIPTION
 DB1036
 DB1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1036'1.3 MI SW FROM HEBER.
 DB1036'0.85 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER,
 DB1036'THENCE 0.5 MILE SOUTH ALONG THE WEST SIDE OF DOGWOOD LATERAL 2, 27 FT
 DB1036'EAST OF CENTERLINE OF THE DIRT ROAD, 55 FT NORTH OF DELIVERY GATE 8,
 DB1036'SET IN TOP AND 8.5 FT SOUTHWEST OF THE NORTHEAST CORNER OF THE
 DB1036'NORTHEAST WINGWALL OF A CHECK IN DOGWOOD LATERAL 2 FOR DELIVERY GATE
 DB1036'8.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1035 ***********************************************************************
 DB1035  DESIGNATION -  3 A 9 DSI
 DB1035  PID         -  DB1035
 DB1035  STATE/COUNTY-  CA/IMPERIAL
 DB1035  USGS QUAD   -  HEBER (1976)
 DB1035
 DB1035                         *CURRENT SURVEY CONTROL
 DB1035  ___________________________________________________________________
 DB1035* NAD 83(1986)-  32 43 24.     (N)    115 32 02.     (W)     SCALED    
 DB1035* NAVD 88     -        -1.538  (meters)      -5.05   (feet)  READJUSTED
 DB1035  ___________________________________________________________________
 DB1035  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DB1035  DYNAMIC HT  -          -1.540 (meters)      -5.05  (feet)  COMP
 DB1035  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 DB1035
 DB1035  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB1035
 DB1035.The horizontal coordinates were scaled from a topographic map and have
 DB1035.an estimated accuracy of +/- 6 seconds.
 DB1035
 DB1035.The orthometric height was determined by differential leveling
 DB1035.and adjusted in January 1995.
 DB1035.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB1035.distribution rate of 4.1 thru 8.0 mm/km.
 DB1035.The height was derived from older observations constrained to new
 DB1035.heights in a crustal motion area.  The height is approximate in
 DB1035.relation to other heights in its vicinity.
 DB1035
 DB1035.The geoid height was determined by GEOID03.
 DB1035
 DB1035.The dynamic height is computed by dividing the NAVD 88
 DB1035.geopotential number by the normal gravity value computed on the
 DB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1035.degrees latitude (g = 980.6199 gals.).
 DB1035
 DB1035.The modeled gravity was interpolated from observed gravity values.
 DB1035
 DB1035;                    North         East    Units  Estimated Accuracy
 DB1035;SPC CA 6     -   561,970.    2,067,130.      MT  (+/- 180 meters Scaled)
 DB1035
 DB1035                          SUPERSEDED SURVEY CONTROL
 DB1035
 DB1035.No superseded survey control is available for this station.
 DB1035
 DB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS373215(NAD 83)
 DB1035_MARKER: DD = SURVEY DISK
 DB1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1035_SP_SET: CONCRETE WINGWALL
 DB1035_STAMPING: 3-A-9 1975 RCE-11736
 DB1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1035
 DB1035  HISTORY     - Date     Condition        Report By
 DB1035  HISTORY     - 1975     MONUMENTED       DSI
 DB1035  HISTORY     - 1977     GOOD             NGS
 DB1035
 DB1035                          STATION DESCRIPTION
 DB1035
 DB1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DB1035'0.8 MI SW FROM HEBER.
 DB1035'0.35 MILE WEST ALONG STATE HIGHWAY 86 FROM THE POST OFFICE IN HEBER
 DB1035'THENCE 0.5 MILE SOUTH ALONG DOGWOOD ROAD TO THE JUNCTION OF FAWCETT
 DB1035'ROAD, 54.5 FT EAST OF THE CENTERLINE OF DOGWOOD ROAD, 111 FT NORTH OF
 DB1035'THE CENTERLINE OF FAWCETT ROAD, SET IN TOP AND 10.6 FT SOUTH OF THE
 DB1035'NORTHWEST WINGWALL OF A CHECK IN DOGWOOD CANAL FOR DELIVERY GATES
 DB1035'36 AND 37.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0421 ***********************************************************************
 DW0421  DESIGNATION -  3 A MWDSC
 DW0421  PID         -  DW0421
 DW0421  STATE/COUNTY-  CA/RIVERSIDE
 DW0421  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0421
 DW0421                         *CURRENT SURVEY CONTROL
 DW0421  ___________________________________________________________________
 DW0421* NAD 83(1986)-  33 41 35.     (N)    115 34 07.     (W)     SCALED    
 DW0421* NAVD 88     -       424.815  (meters)    1393.75   (feet)  ADJUSTED  
 DW0421  ___________________________________________________________________
 DW0421  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DW0421  DYNAMIC HT  -         424.319 (meters)    1392.12  (feet)  COMP
 DW0421  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 DW0421
 DW0421  VERT ORDER  -  FIRST     CLASS I
 DW0421
 DW0421.The horizontal coordinates were scaled from a topographic map and have
 DW0421.an estimated accuracy of +/- 6 seconds.
 DW0421
 DW0421.The orthometric height was determined by differential leveling
 DW0421.and adjusted in June 1991.
 DW0421
 DW0421.The geoid height was determined by GEOID03.
 DW0421
 DW0421.The dynamic height is computed by dividing the NAVD 88
 DW0421.geopotential number by the normal gravity value computed on the
 DW0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0421.degrees latitude (g = 980.6199 gals.).
 DW0421
 DW0421.The modeled gravity was interpolated from observed gravity values.
 DW0421
 DW0421;                    North         East    Units  Estimated Accuracy
 DW0421;SPC CA 6     -   669,490.    2,063,170.      MT  (+/- 180 meters Scaled)
 DW0421
 DW0421                          SUPERSEDED SURVEY CONTROL
 DW0421
 DW0421  NGVD 29 (??/??/92)  424.103  (m)         1391.41   (f) ADJ UNCH    1 1
 DW0421
 DW0421.Superseded values are not recommended for survey control.
 DW0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0421.See file dsdata.txt to determine how the superseded data were derived.
 DW0421
 DW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT326290(NAD 83)
 DW0421_MARKER: DD = SURVEY DISK
 DW0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0421+STABILITY: SURFACE MOTION
 DW0421
 DW0421  HISTORY     - Date     Condition        Report By
 DW0421  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0421  HISTORY     - 1931     GOOD             MWDSC
 DW0421  HISTORY     - 1976     GOOD             NGS
 DW0421  HISTORY     - 1978     GOOD             NGS
 DW0421
 DW0421                          STATION DESCRIPTION
 DW0421
 DW0421'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0421'9.5 MI W FROM DESERT CENTER.
 DW0421'2.7 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0421'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 300 FEET NORTHEAST OF
 DW0421'HIGHWAY MILEPOST 126, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 DW0421'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE
 DW0421'TOP OF A CONCRETE POST.  NOTE-- THE FENCE SURROUNDING THE BENCH
 DW0421'MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE
 DW0421'AND FLAG PLACED AT ONE CORNER.
 DW0421
 DW0421                          STATION RECOVERY (1976)
 DW0421
 DW0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0421'3.9 MILES EAST ON THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION AT
 DW0421'HAYFIELD THENCE 0.2 MILES NORTH INTO THE DESERT AT THE EASTERNMOST
 DW0421'GATE TO THE HAYFIELD PUMPING STATION.
 DW0421
 DW0421                          STATION RECOVERY (1978)
 DW0421
 DW0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0127 ***********************************************************************
 KS0127  DESIGNATION -  3 A SPCO
 KS0127  PID         -  KS0127
 KS0127  STATE/COUNTY-  CA/NEVADA
 KS0127  USGS QUAD   -  TRUCKEE (1992)
 KS0127
 KS0127                         *CURRENT SURVEY CONTROL
 KS0127  ___________________________________________________________________
 KS0127* NAD 83(1986)-  39 19 58.     (N)    120 09 57.     (W)     SCALED    
 KS0127* NAVD 88     -      1755.927  (meters)    5760.90   (feet)  ADJUSTED  
 KS0127  ___________________________________________________________________
 KS0127  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 KS0127  DYNAMIC HT  -        1754.181 (meters)    5755.18  (feet)  COMP
 KS0127  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 KS0127
 KS0127  VERT ORDER  -  FIRST     CLASS I
 KS0127
 KS0127.The horizontal coordinates were scaled from a topographic map and have
 KS0127.an estimated accuracy of +/- 6 seconds.
 KS0127
 KS0127.The orthometric height was determined by differential leveling
 KS0127.and adjusted in June 1991.
 KS0127.WARNING-Repeat measurements at this control monument indicate possible
 KS0127.vertical movement.
 KS0127
 KS0127.The geoid height was determined by GEOID03.
 KS0127
 KS0127.The dynamic height is computed by dividing the NAVD 88
 KS0127.geopotential number by the normal gravity value computed on the
 KS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0127.degrees latitude (g = 980.6199 gals.).
 KS0127
 KS0127.The modeled gravity was interpolated from observed gravity values.
 KS0127
 KS0127;                    North         East    Units  Estimated Accuracy
 KS0127;SPC CA 2     -   686,540.    2,158,120.      MT  (+/- 180 meters Scaled)
 KS0127
 KS0127                          SUPERSEDED SURVEY CONTROL
 KS0127
 KS0127  NGVD 29 (??/??/??) 1754.707  (m)         5756.90   (f) ADJUSTED    1 1
 KS0127
 KS0127.Superseded values are not recommended for survey control.
 KS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0127.See file dsdata.txt to determine how the superseded data were derived.
 KS0127
 KS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ442575(NAD 83)
 KS0127_MARKER: B = BOLT
 KS0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0127_SP_SET: TOWER
 KS0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0127
 KS0127  HISTORY     - Date     Condition        Report By
 KS0127  HISTORY     - UNK      MONUMENTED       SPRR
 KS0127  HISTORY     - 1969     GOOD             NGS
 KS0127  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0127
 KS0127                          STATION DESCRIPTION
 KS0127
 KS0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KS0127'1.1 MI E FROM TRUCKEE.
 KS0127'1.1 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 KS0127'FROM THE STATION AT TRUCKEE, 5 POLES EAST OF MILEPOST 209, AT
 KS0127'OVERHEAD SIGNAL TOWER 2092-2091, THE TOP OF THE SOUTHWEST ANCHOR
 KS0127'BOLT OF THE NORTHWEST STEEL LEG OF THE TOWER, 6.2 FEET NORTH OF
 KS0127'THE NORTH RAIL OF THE EASTBOUND TRACK, AND ABOUT LEVEL WITH THE
 KS0127'TRACK.
 KS0127
 KS0127                          STATION RECOVERY (2004)
 KS0127
 KS0127'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1875 ***********************************************************************
 DX1875  DESIGNATION -  3 B
 DX1875  PID         -  DX1875
 DX1875  STATE/COUNTY-  CA/ORANGE
 DX1875  USGS QUAD   -  TUSTIN (1981)
 DX1875
 DX1875                         *CURRENT SURVEY CONTROL
 DX1875  ___________________________________________________________________
 DX1875* NAD 83(1986)-  33 42 34.     (N)    117 48 33.     (W)     SCALED    
 DX1875* NAVD 88     -        17.30   (+/-2cm)      56.8    (feet)  VERTCON   
 DX1875  ___________________________________________________________________
 DX1875  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DX1875  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1875
 DX1875.The horizontal coordinates were scaled from a topographic map and have
 DX1875.an estimated accuracy of +/- 6 seconds.
 DX1875
 DX1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1875.The vertical order pertains to the NGVD 29 superseded value.
 DX1875
 DX1875.The geoid height was determined by GEOID03.
 DX1875
 DX1875;                    North         East    Units  Estimated Accuracy
 DX1875;SPC CA 6     -   672,180.    1,855,480.      MT  (+/- 180 meters Scaled)
 DX1875
 DX1875                          SUPERSEDED SURVEY CONTROL
 DX1875
 DX1875  NGVD 29 (??/??/??)   16.596  (m)           54.45   (f) ADJUSTED    1 1
 DX1875
 DX1875.Superseded values are not recommended for survey control.
 DX1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1875.See file dsdata.txt to determine how the superseded data were derived.
 DX1875
 DX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT250302(NAD 83)
 DX1875_MARKER: DD = SURVEY DISK
 DX1875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1875_SP_SET: BRIDGE
 DX1875_STAMPING: 3B-68-68
 DX1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1875
 DX1875  HISTORY     - Date     Condition        Report By
 DX1875  HISTORY     - 1968     MONUMENTED       CA-059
 DX1875  HISTORY     - 1974     GOOD             CA-059
 DX1875
 DX1875                          STATION DESCRIPTION
 DX1875
 DX1875'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1875'3.8 MI SE FROM SANTA ANA.
 DX1875'3.85 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1875'RAILWAY FROM THE RAILWAY STATION IN SANTA ANA TO A WOODEN RAILWAY
 DX1875'BRIDGE OVER A FLOOD CONTROL CHANNEL, 0.65 MILE NORTHWEST ALONG
 DX1875'THE RAILWAY FROM THE HARVARD AVENUE CROSSING, 102 FEET SOUTHWEST
 DX1875'OF THE SOUTHWEST RAIL OF THE RAILWAY, 28 FEET SOUTHWEST OF THE
 DX1875'CENTER LINE OF NAVY WAY, SET IN THE TOP OF THE CONCRETE WINGWALL
 DX1875'AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE CROSSING ON NAVY
 DX1875'WAY OVER THE FLOOD CONTROL CHANNEL, 0.6 OF A FOOT HIGHER THAN
 DX1875'THE ROAD.
 DX1875
 DX1875                          STATION RECOVERY (1974)
 DX1875
 DX1875'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6166 ***********************************************************************
 EW6166  DESIGNATION -  3 B
 EW6166  PID         -  EW6166
 EW6166  STATE/COUNTY-  CA/VENTURA
 EW6166  USGS QUAD   -  POINT MUGU (1967)
 EW6166
 EW6166                         *CURRENT SURVEY CONTROL
 EW6166  ___________________________________________________________________
 EW6166* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6166* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 EW6166  ___________________________________________________________________
 EW6166  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6166
 EW6166.The horizontal coordinates were scaled from a topographic map and have
 EW6166.an estimated accuracy of +/- 6 seconds.
 EW6166
 EW6166.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6166.The vertical order pertains to the NGVD 29 superseded value.
 EW6166
 EW6166.The geoid height was determined by GEOID03.
 EW6166
 EW6166;                    North         East    Units  Estimated Accuracy
 EW6166;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6166
 EW6166                          SUPERSEDED SURVEY CONTROL
 EW6166
 EW6166  NGVD 29 (??/??/92)    6.851  (m)           22.48   (f) ADJ UNCH    2 0
 EW6166
 EW6166.Superseded values are not recommended for survey control.
 EW6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6166.See file dsdata.txt to determine how the superseded data were derived.
 EW6166
 EW6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6166_MARKER: Z = SEE DESCRIPTION
 EW6166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6166_SP_SET: STEEL PLATES
 EW6166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6166
 EW6166  HISTORY     - Date     Condition        Report By
 EW6166  HISTORY     - UNK      MONUMENTED       CGS
 EW6166  HISTORY     - 1960     GOOD             NGS
 EW6166
 EW6166                          STATION DESCRIPTION
 EW6166
 EW6166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6166'6 MI SE FROM OXNARD.
 EW6166'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6166'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST
 EW6166'ALONG BEACH ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5
 EW6166'MILES TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH
 EW6166'PAD.  THE MARK IS THE CENTER OF A CROSS FORMED BY TWO STEEL
 EW6166'PLATES.  IT IS 215 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 EW6166'PAD AND 85 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1480 ***********************************************************************
 DX1480  DESIGNATION -  3 B 49
 DX1480  PID         -  DX1480
 DX1480  STATE/COUNTY-  CA/ORANGE
 DX1480  USGS QUAD   -  DANA POINT (1975)
 DX1480
 DX1480                         *CURRENT SURVEY CONTROL
 DX1480  ___________________________________________________________________
 DX1480* NAD 83(1986)-  33 27 45.     (N)    117 40 45.     (W)     SCALED    
 DX1480* NAVD 88     -         7.337  (meters)      24.07   (feet)  ADJUSTED  
 DX1480  ___________________________________________________________________
 DX1480  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DX1480  DYNAMIC HT  -           7.329 (meters)      24.05  (feet)  COMP
 DX1480  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DX1480
 DX1480  VERT ORDER  -  FIRST     CLASS I
 DX1480
 DX1480.The horizontal coordinates were scaled from a topographic map and have
 DX1480.an estimated accuracy of +/- 6 seconds.
 DX1480
 DX1480.The orthometric height was determined by differential leveling
 DX1480.and adjusted in June 1991.
 DX1480.WARNING-Repeat measurements at this control monument indicate possible
 DX1480.vertical movement.
 DX1480
 DX1480.The geoid height was determined by GEOID03.
 DX1480
 DX1480.The dynamic height is computed by dividing the NAVD 88
 DX1480.geopotential number by the normal gravity value computed on the
 DX1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1480.degrees latitude (g = 980.6199 gals.).
 DX1480
 DX1480.The modeled gravity was interpolated from observed gravity values.
 DX1480
 DX1480;                    North         East    Units  Estimated Accuracy
 DX1480;SPC CA 6     -   644,620.    1,867,150.      MT  (+/- 180 meters Scaled)
 DX1480
 DX1480                          SUPERSEDED SURVEY CONTROL
 DX1480
 DX1480  NGVD 29 (??/??/92)    6.636  (m)           21.77   (f) ADJ UNCH    1 1
 DX1480
 DX1480.Superseded values are not recommended for survey control.
 DX1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1480.See file dsdata.txt to determine how the superseded data were derived.
 DX1480
 DX1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT368027(NAD 83)
 DX1480_MARKER: DD = SURVEY DISK
 DX1480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DX1480_SP_SET: BRIDGE ABUTMENT
 DX1480_STAMPING: 3 B-49-68
 DX1480_MARK LOGO: CA-059
 DX1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1480
 DX1480  HISTORY     - Date     Condition        Report By
 DX1480  HISTORY     - 1968     MONUMENTED       CA-059
 DX1480  HISTORY     - 1978     GOOD             NGS
 DX1480  HISTORY     - 1988     GOOD             NGS
 DX1480  HISTORY     - 19990717 GOOD             USPSQD
 DX1480
 DX1480                          STATION DESCRIPTION
 DX1480
 DX1480'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1480'AT CAPISTRANO BEACH.
 DX1480'AT THE ATCHISON, TOPEKA AND SANTA FE RAILWAY OVERPASS (STEEL
 DX1480'BRIDGE) OF THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.) 11 FEET
 DX1480'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILWAY, 3.3 FEET NORTHWEST
 DX1480'OF THE SOUTHEAST END OF THE BRIDGE, 8.7 FEET NORTHWEST OF THE
 DX1480'SOUTHEAST END OF A 3.3 FOOT HIGH HAND RAIL, 24.8 FEET EAST OF A
 DX1480'TELEPHONE POLE, ABOUT 1 FOOT SOUTHWEST OF THE HAND RAIL, SET IN
 DX1480'A CONCRETE STEP DOWN ABUTMENT, ABOUT 5.5 FEET LOWER THAN THE
 DX1480'RAIL.
 DX1480
 DX1480                          STATION RECOVERY (1978)
 DX1480
 DX1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1480'RECOVERED IN GOOD CONDITION.
 DX1480
 DX1480                          STATION RECOVERY (1988)
 DX1480
 DX1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CAPISTRANO
 DX1480'BEACH, AT THE JUNCTION OF EL CAMINO REAL AND STATE HIGHWAY 1, IN TOP
 DX1480'OF THE SOUTHWEST ABUTMENT OF THE ATCHISON TOPEKA AND SANTA FE
 DX1480'RAILROAD BRIDGE OVER THE SOUTHBOUND LANES OF EL CAMINO REAL, 3.3 M
 DX1480'(10.8 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 2.6 M (8.5 FT) NORTHWEST
 DX1480'OF THE SOUTHEAST END OF A HAND RAIL.
 DX1480'THE MARK IS 1.5 M BELOW THE TRACKS.
 DX1480
 DX1480                          STATION RECOVERY (1999)
 DX1480
 DX1480'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1481 ***********************************************************************
 DX1481  DESIGNATION -  3 B 50
 DX1481  PID         -  DX1481
 DX1481  STATE/COUNTY-  CA/ORANGE
 DX1481  USGS QUAD   -  DANA POINT (1975)
 DX1481
 DX1481                         *CURRENT SURVEY CONTROL
 DX1481  ___________________________________________________________________
 DX1481* NAD 83(1986)-  33 27 31.     (N)    117 40 23.     (W)     SCALED    
 DX1481* NAVD 88     -         5.180  (meters)      16.99   (feet)  ADJUSTED  
 DX1481  ___________________________________________________________________
 DX1481  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DX1481  DYNAMIC HT  -           5.175 (meters)      16.98  (feet)  COMP
 DX1481  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 DX1481  OBS GRAVITY -     979,583.7   (mgal)                       GRAV_OBS
 DX1481
 DX1481  VERT ORDER  -  FIRST     CLASS I
 DX1481
 DX1481.The horizontal coordinates were scaled from a topographic map and have
 DX1481.an estimated accuracy of +/- 6 seconds.
 DX1481
 DX1481.The orthometric height was determined by differential leveling
 DX1481.and adjusted in June 1991.
 DX1481
 DX1481.The geoid height was determined by GEOID03.
 DX1481
 DX1481.The dynamic height is computed by dividing the NAVD 88
 DX1481.geopotential number by the normal gravity value computed on the
 DX1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1481.degrees latitude (g = 980.6199 gals.).
 DX1481
 DX1481.The modeled gravity was interpolated from observed gravity values.
 DX1481.The observed gravity was obtained from relative gravimeter ties
 DX1481.to the IGSN71 gravity network.
 DX1481
 DX1481;                    North         East    Units  Estimated Accuracy
 DX1481;SPC CA 6     -   644,180.    1,867,710.      MT  (+/- 180 meters Scaled)
 DX1481
 DX1481                          SUPERSEDED SURVEY CONTROL
 DX1481
 DX1481  NGVD 29 (??/??/92)    4.484  (m)           14.71   (f) ADJ UNCH    1 1
 DX1481
 DX1481.Superseded values are not recommended for survey control.
 DX1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1481.See file dsdata.txt to determine how the superseded data were derived.
 DX1481
 DX1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT374023(NAD 83)
 DX1481_MARKER: DD = SURVEY DISK
 DX1481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1481_SP_SET: HEADWALL
 DX1481_STAMPING: 3 B-50-68
 DX1481_MARK LOGO: CA-059
 DX1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1481+STABILITY: SURFACE MOTION
 DX1481
 DX1481  HISTORY     - Date     Condition        Report By
 DX1481  HISTORY     - 1968     MONUMENTED       CA-059
 DX1481  HISTORY     - 1978     GOOD             NGS
 DX1481  HISTORY     - 1988     GOOD             NGS
 DX1481  HISTORY     - 19990717 GOOD             USPSQD
 DX1481
 DX1481                          STATION DESCRIPTION
 DX1481
 DX1481'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1481'0.5 MI SE FROM CAPISTRANO BEACH.
 DX1481'0.5 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1481'RAILWAY FROM THE U.S. HIGHWAY 101 ALTERNATE UNDERPASS AT
 DX1481'CAPISTRANO BEACH, 40.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1481'HIGHWAY, 13 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY,
 DX1481'ACROSS THE HIGHWAY FROM BUILDING NUMBER 34660, 0.7 OF A FOOT
 DX1481'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE HEADWALL, ABOUT 2.5
 DX1481'FEET LOWER THAN THE RAIL.
 DX1481
 DX1481                          STATION RECOVERY (1978)
 DX1481
 DX1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1481'RECOVERED IN GOOD CONDITION.
 DX1481
 DX1481                          STATION RECOVERY (1988)
 DX1481
 DX1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1481'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 DX1481'MI) SOUTHEAST ALONG EL CAMINO REAL FROM THE JUNCTION OF STATE HIGHWAY
 DX1481'1 IN CAPISTRANO BEACH, 0.1 KM (0.05 MI) NORTHWEST OF A PEDESTRIAN
 DX1481'WALKWAY OVER THE ROAD AND A RAILROAD, IN TOP OF THE SOUTHEAST END OF
 DX1481'THE NORTHEAST HEADWALL OF A 24-INCH CULVERT UNDER THE RAILROAD, 12.3
 DX1481'M (40.4 FT) SOUTHWEST OF THE ROAD CENTERLINE, 3.9 M (12.8 FT)
 DX1481'NORTHEAST OF THE NORTHEAST RAIL.
 DX1481'THE MARK IS 0.3 M BELOW THE ROAD.
 DX1481
 DX1481                          STATION RECOVERY (1999)
 DX1481
 DX1481'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1478 ***********************************************************************
 DX1478  DESIGNATION -  3 B 51
 DX1478  PID         -  DX1478
 DX1478  STATE/COUNTY-  CA/ORANGE
 DX1478  USGS QUAD   -  DANA POINT (1975)
 DX1478
 DX1478                         *CURRENT SURVEY CONTROL
 DX1478  ___________________________________________________________________
 DX1478* NAD 83(1986)-  33 27 08.     (N)    117 39 42.     (W)     SCALED    
 DX1478* NAVD 88     -         6.104  (meters)      20.03   (feet)  ADJUSTED  
 DX1478  ___________________________________________________________________
 DX1478  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DX1478  DYNAMIC HT  -           6.097 (meters)      20.00  (feet)  COMP
 DX1478  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DX1478
 DX1478  VERT ORDER  -  FIRST     CLASS I
 DX1478
 DX1478.The horizontal coordinates were scaled from a topographic map and have
 DX1478.an estimated accuracy of +/- 6 seconds.
 DX1478
 DX1478.The orthometric height was determined by differential leveling
 DX1478.and adjusted in June 1991.
 DX1478
 DX1478.The geoid height was determined by GEOID03.
 DX1478
 DX1478.The dynamic height is computed by dividing the NAVD 88
 DX1478.geopotential number by the normal gravity value computed on the
 DX1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1478.degrees latitude (g = 980.6199 gals.).
 DX1478
 DX1478.The modeled gravity was interpolated from observed gravity values.
 DX1478
 DX1478;                    North         East    Units  Estimated Accuracy
 DX1478;SPC CA 6     -   643,460.    1,868,760.      MT  (+/- 180 meters Scaled)
 DX1478
 DX1478                          SUPERSEDED SURVEY CONTROL
 DX1478
 DX1478  NGVD 29 (??/??/92)    5.412  (m)           17.76   (f) ADJ UNCH    1 1
 DX1478
 DX1478.Superseded values are not recommended for survey control.
 DX1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1478.See file dsdata.txt to determine how the superseded data were derived.
 DX1478
 DX1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT385016(NAD 83)
 DX1478_MARKER: DD = SURVEY DISK
 DX1478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1478_SP_SET: RETAINING WALL
 DX1478_STAMPING: 3 B-51-68
 DX1478_MARK LOGO: CA-059
 DX1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1478+STABILITY: SURFACE MOTION
 DX1478
 DX1478  HISTORY     - Date     Condition        Report By
 DX1478  HISTORY     - 1968     MONUMENTED       CA-059
 DX1478  HISTORY     - 1978     GOOD             NGS
 DX1478  HISTORY     - 1988     GOOD             NGS
 DX1478  HISTORY     - 19990717 GOOD             USPSQD
 DX1478
 DX1478                          STATION DESCRIPTION
 DX1478
 DX1478'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1478'1.3 MI SE FROM CAPISTRANO BEACH.
 DX1478'1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1478'RAILWAY FROM THE U.S. HIGHWAY 101 ALTERNATE UNDERPASS AT
 DX1478'CAPISTRANO BEACH, 27.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1478'HIGHWAY, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY,
 DX1478'ACROSS THE HIGHWAY FROM THE CONCRETE AND ROCK STAIRS WITH STEEL
 DX1478'HAND RAIL THAT LEADS TO THE TOP OF THE BLUFF, OPPOSITE HOUSE
 DX1478'NUMBER 35173 ON BEACH ROAD, LEVEL WITH THE TRACK.
 DX1478
 DX1478                          STATION RECOVERY (1978)
 DX1478
 DX1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1478'RECOVERED IN GOOD CONDITION.
 DX1478
 DX1478                          STATION RECOVERY (1988)
 DX1478
 DX1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1478'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.30
 DX1478'MI) SOUTHEAST ALONG EL CAMINO REAL FROM THE JUNCTION OF STATE HIGHWAY
 DX1478'1 IN CAPISTRANO BEACH, SOUTHWEST AND ACROSS THE ROAD FROM A ROCK AND
 DX1478'CEMENT STAIRS THAT LEAD UP A BLUFF, IN TOP AND 0.6 M (2.0 FT)
 DX1478'NORTHWEST OF THE SOUTHEAST END OF A RETAINING WALL, 8.4 M (27.6 FT)
 DX1478'SOUTHWEST OF THE ROAD CENTERLINE, 0.8 M (2.6 FT) SOUTHWEST OF A METAL
 DX1478'GUARD RAIL.
 DX1478'THE MARK IS 0.4 M BELOW THE ROAD.
 DX1478
 DX1478                          STATION RECOVERY (1999)
 DX1478
 DX1478'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1477 ***********************************************************************
 DX1477  DESIGNATION -  3 B 52
 DX1477  PID         -  DX1477
 DX1477  STATE/COUNTY-  CA/ORANGE
 DX1477  USGS QUAD   -  DANA POINT (1975)
 DX1477
 DX1477                         *CURRENT SURVEY CONTROL
 DX1477  ___________________________________________________________________
 DX1477* NAD 83(1986)-  33 26 50.     (N)    117 39 11.     (W)     SCALED    
 DX1477* NAVD 88     -         5.558  (meters)      18.23   (feet)  ADJUSTED  
 DX1477  ___________________________________________________________________
 DX1477  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DX1477  DYNAMIC HT  -           5.552 (meters)      18.22  (feet)  COMP
 DX1477  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DX1477
 DX1477  VERT ORDER  -  FIRST     CLASS I
 DX1477
 DX1477.The horizontal coordinates were scaled from a topographic map and have
 DX1477.an estimated accuracy of +/- 6 seconds.
 DX1477
 DX1477.The orthometric height was determined by differential leveling
 DX1477.and adjusted in June 1991.
 DX1477
 DX1477.The geoid height was determined by GEOID03.
 DX1477
 DX1477.The dynamic height is computed by dividing the NAVD 88
 DX1477.geopotential number by the normal gravity value computed on the
 DX1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1477.degrees latitude (g = 980.6199 gals.).
 DX1477
 DX1477.The modeled gravity was interpolated from observed gravity values.
 DX1477
 DX1477;                    North         East    Units  Estimated Accuracy
 DX1477;SPC CA 6     -   642,900.    1,869,560.      MT  (+/- 180 meters Scaled)
 DX1477
 DX1477                          SUPERSEDED SURVEY CONTROL
 DX1477
 DX1477  NGVD 29 (??/??/92)    4.864  (m)           15.96   (f) ADJ UNCH    1 1
 DX1477
 DX1477.Superseded values are not recommended for survey control.
 DX1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1477.See file dsdata.txt to determine how the superseded data were derived.
 DX1477
 DX1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT393010(NAD 83)
 DX1477_MARKER: DD = SURVEY DISK
 DX1477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1477_SP_SET: HEADWALL
 DX1477_STAMPING: 3 B-52-68
 DX1477_MARK LOGO: CA-059
 DX1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1477+STABILITY: SURFACE MOTION
 DX1477
 DX1477  HISTORY     - Date     Condition        Report By
 DX1477  HISTORY     - 1968     MONUMENTED       CA-059
 DX1477  HISTORY     - 1978     GOOD             NGS
 DX1477  HISTORY     - 1988     GOOD             NGS
 DX1477  HISTORY     - 19990717 GOOD             USPSQD
 DX1477
 DX1477                          STATION DESCRIPTION
 DX1477
 DX1477'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1477'1.8 MI SE FROM CAPISTRANO BEACH.
 DX1477'1.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1477'RAILWAY FROM THE U.S. HIGHWAY 101 ALTERNATE UNDERPASS AT
 DX1477'CAPISTRANO BEACH, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1477'HIGHWAY, 9.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY,
 DX1477'OPPOSITE AND BETWEEN HOUSE NUMBERS 35545 AND 35561 ON BEACH ROAD,
 DX1477'0.7 OF A FOOT NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 DX1477'HEADWALL, ABOUT 1.5 FEET LOWER THAN THE RAIL.
 DX1477
 DX1477                          STATION RECOVERY (1978)
 DX1477
 DX1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1477'RECOVERED IN GOOD CONDITION.
 DX1477
 DX1477                          STATION RECOVERY (1988)
 DX1477
 DX1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1477'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 DX1477'MI) SOUTHEAST ALONG EL CAMINO REAL FROM THE JUNCTION OF STATE HIGHWAY
 DX1477'1 IN CAPISTRANO BEACH, AT THE SOUTHEAST END OF A CURVE, IN TOP OF THE
 DX1477'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 36-INCH CONCRETE CULVERT
 DX1477'UNDER THE ATCHISON TOPEKA AND SANTA FE RAILROAD, ALSO 5.8 KM (3.60
 DX1477'MI) NORTHWEST OF SAN CLEMENTE, 18.9 M (62.0 FT) SOUTHWEST OF THE
 DX1477'CENTERLINE OF EL CAMINO REAL, 108 M (354.3 FT) SOUTHEAST OF RAILROAD
 DX1477'MILE POLE 202, 2.9 M (9.5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 DX1477'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX1477
 DX1477                          STATION RECOVERY (1999)
 DX1477
 DX1477'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1475 ***********************************************************************
 DX1475  DESIGNATION -  3 B 53
 DX1475  PID         -  DX1475
 DX1475  STATE/COUNTY-  CA/ORANGE
 DX1475  USGS QUAD   -  DANA POINT (1975)
 DX1475
 DX1475                         *CURRENT SURVEY CONTROL
 DX1475  ___________________________________________________________________
 DX1475* NAD 83(1986)-  33 26 27.     (N)    117 38 40.     (W)     SCALED    
 DX1475* NAVD 88     -         6.969  (meters)      22.86   (feet)  ADJUSTED  
 DX1475  ___________________________________________________________________
 DX1475  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DX1475  DYNAMIC HT  -           6.961 (meters)      22.84  (feet)  COMP
 DX1475  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DX1475
 DX1475  VERT ORDER  -  FIRST     CLASS I
 DX1475
 DX1475.The horizontal coordinates were scaled from a topographic map and have
 DX1475.an estimated accuracy of +/- 6 seconds.
 DX1475
 DX1475.The orthometric height was determined by differential leveling
 DX1475.and adjusted in June 1991.
 DX1475.WARNING-Repeat measurements at this control monument indicate possible
 DX1475.vertical movement.
 DX1475
 DX1475.The geoid height was determined by GEOID03.
 DX1475
 DX1475.The dynamic height is computed by dividing the NAVD 88
 DX1475.geopotential number by the normal gravity value computed on the
 DX1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1475.degrees latitude (g = 980.6199 gals.).
 DX1475
 DX1475.The modeled gravity was interpolated from observed gravity values.
 DX1475
 DX1475;                    North         East    Units  Estimated Accuracy
 DX1475;SPC CA 6     -   642,180.    1,870,350.      MT  (+/- 180 meters Scaled)
 DX1475
 DX1475                          SUPERSEDED SURVEY CONTROL
 DX1475
 DX1475  NGVD 29 (??/??/92)    6.318  (m)           20.73   (f) ADJ UNCH    1 1
 DX1475
 DX1475.Superseded values are not recommended for survey control.
 DX1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1475.See file dsdata.txt to determine how the superseded data were derived.
 DX1475
 DX1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT400003(NAD 83)
 DX1475_MARKER: DD = SURVEY DISK
 DX1475_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX1475_SP_SET: RETAINING WALL
 DX1475_STAMPING: 3 B-53-68
 DX1475_MARK LOGO: CA-059
 DX1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1475
 DX1475  HISTORY     - Date     Condition        Report By
 DX1475  HISTORY     - 1968     MONUMENTED       CA-059
 DX1475  HISTORY     - 1978     GOOD             NGS
 DX1475  HISTORY     - 1988     GOOD             NGS
 DX1475  HISTORY     - 19990717 GOOD             USPSQD
 DX1475  HISTORY     - 20060701 MARK NOT FOUND   INDIV
 DX1475
 DX1475                          STATION DESCRIPTION
 DX1475
 DX1475'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1475'1.1 MI NW FROM SAN CLEMENTE.
 DX1475'1.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1475'RAILWAY FROM THE RAILWAY STATION AT SAN CLEMENTE TO RAILWAY
 DX1475'SIDING POCHE, 145 FEET SOUTHEAST ALONG THE RAILWAY FROM ITS
 DX1475'INTERSECTION WITH THE PROLONGATION OF THE CENTER LINE OF CAMINO
 DX1475'CAPISTRANO, 26 FEET SOUTHWEST OF THE CENTER LINE OF PACIFIC
 DX1475'COAST HIGHWAY, 36.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 DX1475'BRIDGE 1928, 36.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DX1475'SOUTHWEST TRACK OF THE RAILWAY, SET IN THE TOP OF AND 4.6 FEET
 DX1475'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE RETAINING WALL,
 DX1475'ABOUT 3.5 FEET HIGHER THAN THE RAIL.
 DX1475
 DX1475                          STATION RECOVERY (1978)
 DX1475
 DX1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1475'RECOVERED IN GOOD CONDITION.
 DX1475
 DX1475                          STATION RECOVERY (1988)
 DX1475
 DX1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1475'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM (3.00
 DX1475'MI) NORTHWEST ALONG EL CAMINO REAL FROM THE INTERSTATE HIGHWAY 5
 DX1475'OVERPASS IN SAN CLEMENTE, AT THE T-JUNCTION OF CAMINO CAPISTRANO, IN
 DX1475'TOP AND 1.4 M (4.6 FT) NORTHWEST OF THE SOUTHEAST END OF A RETAINING
 DX1475'WALL, 7.9 M (25.9 FT) SOUTHWEST OF THE CENTERLINE OF EL CAMINO REAL,
 DX1475'44.2 M (145.0 FT) SOUTHEAST OF THE CENTERLINE OF CAMINO CAPISTRANO,
 DX1475'5.1 M (16.7 FT) SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE
 DX1475'GUARDRAIL OF A BRIDGE.
 DX1475'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX1475
 DX1475                          STATION RECOVERY (1999)
 DX1475
 DX1475'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX1475'RECOVERED IN GOOD CONDITION.
 DX1475
 DX1475                          STATION RECOVERY (2006)
 DX1475
 DX1475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 DX1475'NEW DRAINAGE STRUCUTURE IMPROVEMENTS, OLD RETAINING WALL REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1473 ***********************************************************************
 DX1473  DESIGNATION -  3 B 54
 DX1473  PID         -  DX1473
 DX1473  STATE/COUNTY-  CA/ORANGE
 DX1473  USGS QUAD   -  DANA POINT (1975)
 DX1473
 DX1473                         *CURRENT SURVEY CONTROL
 DX1473  ___________________________________________________________________
 DX1473* NAD 83(1986)-  33 26 05.     (N)    117 38 13.     (W)     SCALED    
 DX1473* NAVD 88     -         5.761  (meters)      18.90   (feet)  ADJUSTED  
 DX1473  ___________________________________________________________________
 DX1473  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DX1473  DYNAMIC HT  -           5.755 (meters)      18.88  (feet)  COMP
 DX1473  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DX1473
 DX1473  VERT ORDER  -  FIRST     CLASS I
 DX1473
 DX1473.The horizontal coordinates were scaled from a topographic map and have
 DX1473.an estimated accuracy of +/- 6 seconds.
 DX1473
 DX1473.The orthometric height was determined by differential leveling
 DX1473.and adjusted in June 1991.
 DX1473.WARNING-Repeat measurements at this control monument indicate possible
 DX1473.vertical movement.
 DX1473
 DX1473.The geoid height was determined by GEOID03.
 DX1473
 DX1473.The dynamic height is computed by dividing the NAVD 88
 DX1473.geopotential number by the normal gravity value computed on the
 DX1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1473.degrees latitude (g = 980.6199 gals.).
 DX1473
 DX1473.The modeled gravity was interpolated from observed gravity values.
 DX1473
 DX1473;                    North         East    Units  Estimated Accuracy
 DX1473;SPC CA 6     -   641,490.    1,871,030.      MT  (+/- 180 meters Scaled)
 DX1473
 DX1473                          SUPERSEDED SURVEY CONTROL
 DX1473
 DX1473  NGVD 29 (??/??/92)    5.065  (m)           16.62   (f) ADJ UNCH    1 1
 DX1473
 DX1473.Superseded values are not recommended for survey control.
 DX1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1473.See file dsdata.txt to determine how the superseded data were derived.
 DX1473
 DX1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS407996(NAD 83)
 DX1473_MARKER: DD = SURVEY DISK
 DX1473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1473_SP_SET: HEADWALL
 DX1473_STAMPING: 3 B-54-68
 DX1473_MARK LOGO: CA-059
 DX1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1473+STABILITY: SURFACE MOTION
 DX1473
 DX1473  HISTORY     - Date     Condition        Report By
 DX1473  HISTORY     - 1968     MONUMENTED       CA-059
 DX1473  HISTORY     - 1978     GOOD             NGS
 DX1473  HISTORY     - 1988     GOOD             NGS
 DX1473
 DX1473                          STATION DESCRIPTION
 DX1473
 DX1473'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1473'0.4 MI NW FROM SAN CLEMENTE.
 DX1473'0.4 OF A MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1473'RAILWAY FROM THE RAILWAY STATION AT SAN CLEMENTE AND 1.5 MILES
 DX1473'NORTHWEST ALONG THE RAILWAY FROM THE PIER AT SAN CLEMENTE, 53.7
 DX1473'FEET SOUTHWEST OF THE CENTER LINE OF THE PACIFIC COAST HIGHWAY,
 DX1473'9.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILWAY, AT A
 DX1473'HIGHWAY CONSTRUCTION STATION (A212+55), OPPOSITE A MOBIL HOME
 DX1473'(NUMBER 39), SET IN THE TOP OF AND 0.90 OF A FOOT NORTHWEST OF
 DX1473'THE SOUTHEAST END OF A CONCRETE HEADWALL STAMPED 1923, 1.6 FEET
 DX1473'LOWER THAN THE RAIL.
 DX1473
 DX1473                          STATION RECOVERY (1978)
 DX1473
 DX1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1473'RECOVERED IN GOOD CONDITION.
 DX1473
 DX1473                          STATION RECOVERY (1988)
 DX1473
 DX1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1473'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 DX1473'MI) NORTHWEST ALONG EL CAMINO REAL FROM THE INTERSTATE HIGHWAY 5
 DX1473'OVERPASS IN SAN CLEMENTE, 0.6 KM (0.35 MI) NORTHWEST OF THE
 DX1473'INTERSECTION OF PICO AVENUE, IN TOP OF THE SOUTHEAST END OF THE
 DX1473'SOUTHWEST HEADWALL OF A 36-INCH CULVERT UNDER THE ATCHISON TOPEKA AND
 DX1473'SANTA FE RAILROAD, 7.2 M (23.6 FT) NORTHWEST OF A RAILROAD SIGNBOARD
 DX1473'WITH THE LETTER W, 2.9 M (9.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 DX1473'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1470 ***********************************************************************
 DX1470  DESIGNATION -  3 B 55
 DX1470  PID         -  DX1470
 DX1470  STATE/COUNTY-  CA/ORANGE
 DX1470  USGS QUAD   -  DANA POINT (1975)
 DX1470
 DX1470                         *CURRENT SURVEY CONTROL
 DX1470  ___________________________________________________________________
 DX1470* NAD 83(1986)-  33 25 32.     (N)    117 37 36.     (W)     SCALED    
 DX1470* NAVD 88     -         6.089  (meters)      19.98   (feet)  ADJUSTED  
 DX1470  ___________________________________________________________________
 DX1470  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DX1470  DYNAMIC HT  -           6.082 (meters)      19.95  (feet)  COMP
 DX1470  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DX1470
 DX1470  VERT ORDER  -  FIRST     CLASS I
 DX1470
 DX1470.The horizontal coordinates were scaled from a topographic map and have
 DX1470.an estimated accuracy of +/- 6 seconds.
 DX1470
 DX1470.The orthometric height was determined by differential leveling
 DX1470.and adjusted in June 1991.
 DX1470.WARNING-Repeat measurements at this control monument indicate possible
 DX1470.vertical movement.
 DX1470
 DX1470.The geoid height was determined by GEOID03.
 DX1470
 DX1470.The dynamic height is computed by dividing the NAVD 88
 DX1470.geopotential number by the normal gravity value computed on the
 DX1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1470.degrees latitude (g = 980.6199 gals.).
 DX1470
 DX1470.The modeled gravity was interpolated from observed gravity values.
 DX1470
 DX1470;                    North         East    Units  Estimated Accuracy
 DX1470;SPC CA 6     -   640,460.    1,871,980.      MT  (+/- 180 meters Scaled)
 DX1470
 DX1470                          SUPERSEDED SURVEY CONTROL
 DX1470
 DX1470  NGVD 29 (??/??/92)    5.398  (m)           17.71   (f) ADJ UNCH    1 1
 DX1470
 DX1470.Superseded values are not recommended for survey control.
 DX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1470.See file dsdata.txt to determine how the superseded data were derived.
 DX1470
 DX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS417986(NAD 83)
 DX1470_MARKER: DD = SURVEY DISK
 DX1470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1470_SP_SET: HEADWALL
 DX1470_STAMPING: 3 B-55-68
 DX1470_MARK LOGO: CA-059
 DX1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1470+STABILITY: SURFACE MOTION
 DX1470
 DX1470  HISTORY     - Date     Condition        Report By
 DX1470  HISTORY     - 1968     MONUMENTED       CA-059
 DX1470  HISTORY     - 1978     GOOD             NGS
 DX1470  HISTORY     - 1988     GOOD             NGS
 DX1470  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1470
 DX1470                          STATION DESCRIPTION
 DX1470
 DX1470'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1470'AT SAN CLEMENTE.
 DX1470'0.55 OF A MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1470'RAILWAY FROM THE PIER AT SAN CLEMENTE TO ITS INTERSECTION WITH
 DX1470'THE CENTER LINE PROLONGATION OF AVENUE DEL PONIENTE, 8 1/2 RAILS
 DX1470'SOUTHEAST ALONG THE RAILWAY FROM THE WOODEN STAIRS LEADING TO THE
 DX1470'TOP OF THE BLUFF, 15 1/2 RAILS SOUTHEAST OF SIGNAL LIGHT POLE
 DX1470'NUMBER 2041, 25.5 FEET SOUTHWEST OF A TELEPHONE CALL BOX, 5.5
 DX1470'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILWAY, SET IN THE
 DX1470'TOP OF AND 0.5 OF A FOOT NORTHWEST OF THE SOUTHEAST END OF A
 DX1470'CONCRETE HEADWALL (1939-1940 SCRIBED IN THE NORTHEAST FACE OF THE
 DX1470'HEADWALL), ABOUT 1.3 FEET LOWER THAN THE TRACK.
 DX1470
 DX1470                          STATION RECOVERY (1978)
 DX1470
 DX1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1470'RECOVERED IN GOOD CONDITION.
 DX1470
 DX1470                          STATION RECOVERY (1988)
 DX1470
 DX1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1470'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN
 DX1470'CLEMENTE, 1.4 KM (0.85 MI) NORTHWEST OF THE SAN CLEMENTE PIER, IN TOP
 DX1470'OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 36-INCH CULVERT
 DX1470'UNDER THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 7.8 M (25.6 FT)
 DX1470'SOUTHEAST OF A RAILROAD CALL BOX, 1.7 M (5.6 FT) NORTHEAST OF THE
 DX1470'NORTHEAST RAIL.
 DX1470'THE MARK IS 0.4 M BELOW THE TRACKS.
 DX1470
 DX1470                          STATION RECOVERY (2006)
 DX1470
 DX1470'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1460 ***********************************************************************
 DX1460  DESIGNATION -  3 B 56
 DX1460  PID         -  DX1460
 DX1460  STATE/COUNTY-  CA/ORANGE
 DX1460  USGS QUAD   -  SAN CLEMENTE (1975)
 DX1460
 DX1460                         *CURRENT SURVEY CONTROL
 DX1460  ___________________________________________________________________
 DX1460* NAD 83(1986)-  33 24 39.     (N)    117 36 39.     (W)     SCALED    
 DX1460* NAVD 88     -         5.754  (meters)      18.88   (feet)  ADJUSTED  
 DX1460  ___________________________________________________________________
 DX1460  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DX1460  DYNAMIC HT  -           5.748 (meters)      18.86  (feet)  COMP
 DX1460  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DX1460
 DX1460  VERT ORDER  -  FIRST     CLASS I
 DX1460
 DX1460.The horizontal coordinates were scaled from a topographic map and have
 DX1460.an estimated accuracy of +/- 6 seconds.
 DX1460
 DX1460.The orthometric height was determined by differential leveling
 DX1460.and adjusted in June 1991.
 DX1460
 DX1460.The geoid height was determined by GEOID03.
 DX1460
 DX1460.The dynamic height is computed by dividing the NAVD 88
 DX1460.geopotential number by the normal gravity value computed on the
 DX1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1460.degrees latitude (g = 980.6199 gals.).
 DX1460
 DX1460.The modeled gravity was interpolated from observed gravity values.
 DX1460
 DX1460;                    North         East    Units  Estimated Accuracy
 DX1460;SPC CA 6     -   638,810.    1,873,430.      MT  (+/- 180 meters Scaled)
 DX1460
 DX1460                          SUPERSEDED SURVEY CONTROL
 DX1460
 DX1460  NGVD 29 (??/??/92)    5.059  (m)           16.60   (f) ADJ UNCH    1 1
 DX1460
 DX1460.Superseded values are not recommended for survey control.
 DX1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1460.See file dsdata.txt to determine how the superseded data were derived.
 DX1460
 DX1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS432970(NAD 83)
 DX1460_MARKER: DD = SURVEY DISK
 DX1460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1460_SP_SET: CULVERT HEADWALL
 DX1460_STAMPING: 3 B-56-69
 DX1460_MARK LOGO: CA-059
 DX1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1460+STABILITY: SURFACE MOTION
 DX1460
 DX1460  HISTORY     - Date     Condition        Report By
 DX1460  HISTORY     - 1969     MONUMENTED       CA-059
 DX1460  HISTORY     - 1978     GOOD             NGS
 DX1460  HISTORY     - 1988     GOOD             NGS
 DX1460
 DX1460                          STATION DESCRIPTION
 DX1460
 DX1460'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1460'AT SAN CLEMENTE.
 DX1460'0.8 OF A MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX1460'FE RAILWAY FROM THE PIER AT SAN CLEMENTE TO ITS INTERSECTION
 DX1460'WITH THE PROLONGATION OF THE CENTER LINE OF C. EASHEN STREET,
 DX1460'ABOUT 160 FEET SOUTHEAST ALONG THE RAILWAY FROM THE INTERSECTION
 DX1460'WITH THE PROLONGATION OF THE CENTER LINE OF THE STREET, 49.5
 DX1460'FEET SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTHEAST OF A FOOT
 DX1460'PATH DOWN FROM THE BLUFF TO THE BEACH, 100 FEET NORTHWEST OF THE
 DX1460'SECOND TELEPHONE POLE SOUTHEAST OF THE FOOT PATH, 9 FEET SOUTHWEST
 DX1460'OF A LINE BETWEEN THE POLES, 11.8 FEET NORTHEAST OF THE NORTHEAST
 DX1460'RAIL OF THE RAILWAY, ABOUT AT THE B.C. OF A CURVE IN THE
 DX1460'RAILWAY GOING SOUTHWEST, SET IN THE TOP OF AND 0.70 OF A FOOT
 DX1460'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE HEADWALL, ABOUT
 DX1460'2.7 FEET LOWER THAN THE RAIL.
 DX1460
 DX1460                          STATION RECOVERY (1978)
 DX1460
 DX1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1460'RECOVERED IN GOOD CONDITION.
 DX1460
 DX1460                          STATION RECOVERY (1988)
 DX1460
 DX1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1460'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN
 DX1460'CLEMENTE, 1.3 KM (0.80 MI) SOUTHEAST OF THE SAN CLEMENTE PIER, IN TOP
 DX1460'OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 24-INCH CONCRETE
 DX1460'CULVERT UNDER THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 28.3 M (92.8
 DX1460'FT) NORTH AND ACROSS THE RAILROAD TRACKS FROM LIFEGUARD TOWER 5, 15.1
 DX1460'M (49.5 FT) SOUTHEAST OF A TELEPHONE POLE, 10.0 M (32.8 FT) NORTHWEST
 DX1460'OF THE BOTTOM OF A FOOT PATH LEADING UP A BLUFF.
 DX1460'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1458 ***********************************************************************
 DX1458  DESIGNATION -  3 B 57
 DX1458  PID         -  DX1458
 DX1458  STATE/COUNTY-  CA/ORANGE
 DX1458  USGS QUAD   -  SAN CLEMENTE (1975)
 DX1458
 DX1458                         *CURRENT SURVEY CONTROL
 DX1458  ___________________________________________________________________
 DX1458* NAD 83(1986)-  33 23 57.     (N)    117 36 09.     (W)     SCALED    
 DX1458* NAVD 88     -         6.62   (+/-2cm)      21.7    (feet)  VERTCON   
 DX1458  ___________________________________________________________________
 DX1458  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DX1458  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1458
 DX1458.The horizontal coordinates were scaled from a topographic map and have
 DX1458.an estimated accuracy of +/- 6 seconds.
 DX1458
 DX1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1458.The vertical order pertains to the NGVD 29 superseded value.
 DX1458
 DX1458.The geoid height was determined by GEOID03.
 DX1458
 DX1458;                    North         East    Units  Estimated Accuracy
 DX1458;SPC CA 6     -   637,500.    1,874,190.      MT  (+/- 180 meters Scaled)
 DX1458
 DX1458                          SUPERSEDED SURVEY CONTROL
 DX1458
 DX1458  NGVD 29 (??/??/??)    5.935  (m)           19.47   (f) ADJUSTED    1 1
 DX1458
 DX1458.Superseded values are not recommended for survey control.
 DX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1458.See file dsdata.txt to determine how the superseded data were derived.
 DX1458
 DX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS439957(NAD 83)
 DX1458_MARKER: DB = BENCH MARK DISK
 DX1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1458_SP_SET: CULVERT
 DX1458_STAMPING: 3B-57-68
 DX1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1458
 DX1458  HISTORY     - Date     Condition        Report By
 DX1458  HISTORY     - 1968     MONUMENTED       CA-059
 DX1458  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX1458
 DX1458                          STATION DESCRIPTION
 DX1458
 DX1458'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1458'1.9 MI SE FROM SAN CLEMENTE.
 DX1458'1.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1458'RAILWAY FROM THE PIER AT SAN CLEMENTE AND ABOUT 0.4 OF A MILE
 DX1458'NORTHWEST ALONG THE RAILWAY FROM ITS INTERSECTION WITH THE
 DX1458'CENTER LINE PROLONGATION OF AVENUE DE LAS PALMERAS, ABOUT
 DX1458'12 RAILS NORTHWEST OF THE B.C. OF A RAILWAY CURVE GOING SOUTHEAST,
 DX1458'ABOUT 15 RAILS SOUTHEAST OF LIGHT SIGNAL POLE NUMBER 2061, 22.5
 DX1458'FEET SOUTHEAST OF A TELEPHONE POLE (NO NUMBER), 140.5 FEET NORTHWEST
 DX1458'OF TELEPHONE POLE NUMBER 51, 11.5 FEET NORTHEAST OF THE NORTHEAST
 DX1458'RAIL OF THE RAILWAY, SET IN THE TOP OF AND 0.7 OF A FOOT SOUTHEAST
 DX1458'OF THE NORTHWEST END OF A CONCRETE HEADWALL (1941 SCRIBED
 DX1458'IN THE TOP OF THE HEADWALL), ABOUT 2.7 FEET LOWER THAN THE RAIL.
 DX1458
 DX1458                          STATION RECOVERY (1978)
 DX1458
 DX1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1458'NO CULVERT AT DESCRIBED LOCATION, PROBABLY BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1504 ***********************************************************************
 DX1504  DESIGNATION -  3 B 58
 DX1504  PID         -  DX1504
 DX1504  STATE/COUNTY-  CA/ORANGE
 DX1504  USGS QUAD   -  DANA POINT (1975)
 DX1504
 DX1504                         *CURRENT SURVEY CONTROL
 DX1504  ___________________________________________________________________
 DX1504* NAD 83(1986)-  33 28 33.     (N)    117 40 31.     (W)     SCALED    
 DX1504* NAVD 88     -        12.32   (+/-2cm)      40.4    (feet)  VERTCON   
 DX1504  ___________________________________________________________________
 DX1504  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DX1504  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1504
 DX1504.The horizontal coordinates were scaled from a topographic map and have
 DX1504.an estimated accuracy of +/- 6 seconds.
 DX1504
 DX1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1504.The vertical order pertains to the NGVD 29 superseded value.
 DX1504
 DX1504.The geoid height was determined by GEOID03.
 DX1504
 DX1504;                    North         East    Units  Estimated Accuracy
 DX1504;SPC CA 6     -   646,100.    1,867,530.      MT  (+/- 180 meters Scaled)
 DX1504
 DX1504                          SUPERSEDED SURVEY CONTROL
 DX1504
 DX1504  NGVD 29 (??/??/??)   11.630  (m)           38.16   (f) ADJUSTED    1 1
 DX1504
 DX1504.Superseded values are not recommended for survey control.
 DX1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1504.See file dsdata.txt to determine how the superseded data were derived.
 DX1504
 DX1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT372042(NAD 83)
 DX1504_MARKER: DD = SURVEY DISK
 DX1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1504_SP_SET: CULVERT
 DX1504_STAMPING: 3B-58-68
 DX1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1504
 DX1504  HISTORY     - Date     Condition        Report By
 DX1504  HISTORY     - 1968     MONUMENTED       CA-059
 DX1504  HISTORY     - 1974     GOOD             CA-059
 DX1504  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1504
 DX1504                          STATION DESCRIPTION
 DX1504
 DX1504'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1504'0.8 MI N FROM DOHENY PARK.
 DX1504'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1504'FROM THE RAILWAY STATION AT CAPISTRANO BEACH TO AN OIL ROAD
 DX1504'CROSSING OF THE RAILWAY, 13 FEET SOUTH OF THE CENTER OF A
 DX1504'CONCRETE ROAD LEADING TO THE TOP OF A BLUFF, 16.5 FEET NORTHEAST
 DX1504'OF THE NORTHEAST CORNER OF A WOODEN CULVERT, 15 RAILS SOUTH OF
 DX1504'MILE POST NUMBER 199, 29.7 FEET EAST OF THE EAST RAIL OF THE
 DX1504'MAIN LINE, 16.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 DX1504'WOODEN CULVERT UNDER THE RAILWAY, SET 2.3 FEET NORTHEAST OF THE
 DX1504'SOUTHWEST END OF A CONCRETE WHEEL RAIL, 0.5 OF A FOOT HIGHER
 DX1504'THAN THE GROUND, AND LEVEL WITH THE TRACK.
 DX1504
 DX1504                          STATION RECOVERY (1974)
 DX1504
 DX1504'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1504'RECOVERED IN GOOD CONDITION.
 DX1504
 DX1504                          STATION RECOVERY (2006)
 DX1504
 DX1504'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1588 ***********************************************************************
 DX1588  DESIGNATION -  3 B 59
 DX1588  PID         -  DX1588
 DX1588  STATE/COUNTY-  CA/ORANGE
 DX1588  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1588
 DX1588                         *CURRENT SURVEY CONTROL
 DX1588  ___________________________________________________________________
 DX1588* NAD 83(1986)-  33 30 29.     (N)    117 39 56.     (W)     SCALED    
 DX1588* NAVD 88     -        41.84   (+/-2cm)     137.3    (feet)  VERTCON   
 DX1588  ___________________________________________________________________
 DX1588  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DX1588  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1588
 DX1588.The horizontal coordinates were scaled from a topographic map and have
 DX1588.an estimated accuracy of +/- 6 seconds.
 DX1588
 DX1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1588.The vertical order pertains to the NGVD 29 superseded value.
 DX1588
 DX1588.The geoid height was determined by GEOID03.
 DX1588
 DX1588;                    North         East    Units  Estimated Accuracy
 DX1588;SPC CA 6     -   649,660.    1,868,490.      MT  (+/- 180 meters Scaled)
 DX1588
 DX1588                          SUPERSEDED SURVEY CONTROL
 DX1588
 DX1588  NGVD 29 (??/??/??)   41.149  (m)          135.00   (f) ADJUSTED    1 1
 DX1588
 DX1588.Superseded values are not recommended for survey control.
 DX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1588.See file dsdata.txt to determine how the superseded data were derived.
 DX1588
 DX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381078(NAD 83)
 DX1588_MARKER: DD = SURVEY DISK
 DX1588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1588_SP_SET: CONCRETE DROP INLET
 DX1588_STAMPING: 3B-59-68
 DX1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1588
 DX1588  HISTORY     - Date     Condition        Report By
 DX1588  HISTORY     - 1968     MONUMENTED       CA-059
 DX1588  HISTORY     - 1974     GOOD             CA-059
 DX1588  HISTORY     - 19960321 GOOD             USPSQD
 DX1588
 DX1588                          STATION DESCRIPTION
 DX1588
 DX1588'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1588'0.6 MI N FROM SAN JUAN CAPISTRANO.
 DX1588'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1588'FROM THE RAILROAD STATION AT SAN JUAN CAPISTRANO, 164.7 FEET EAST
 DX1588'OF THE EAST RAIL OF THE MAIN LINE TRACK, 32.7 FEET EAST OF THE
 DX1588'CENTER LINE OF CAMINO CAPISTRANO, 289 FEET NORTH OF THE CENTER LINE
 DX1588'OF LA ZANJA STREET, 264 FEET SOUTH OF THE CENTER LINE OF VIA LOS
 DX1588'PAJAROS, 62.5 FEET EAST OF TELEPHONE POLE NUMBER 534220H, 63.3
 DX1588'FEET SOUTH OF STREET LIGHT POLE NUMBER 222249, 9.7 FEET WEST OF A
 DX1588'10 FOOT HIGH CEMENT WALL, SET IN THE TOP OF THE NORTHWEST CORNER OF
 DX1588'A 4 FOOT BY 7 FOOT CONCRETE DROP INLET, 1 FOOT HIGHER THAN THE GUTTER.
 DX1588
 DX1588                          STATION RECOVERY (1974)
 DX1588
 DX1588'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1588'RECOVERED IN GOOD CONDITION.
 DX1588
 DX1588                          STATION RECOVERY (1996)
 DX1588
 DX1588'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1600 ***********************************************************************
 DX1600  DESIGNATION -  3 B 60
 DX1600  PID         -  DX1600
 DX1600  STATE/COUNTY-  CA/ORANGE
 DX1600  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1600
 DX1600                         *CURRENT SURVEY CONTROL
 DX1600  ___________________________________________________________________
 DX1600* NAD 83(1986)-  33 33 30.     (N)    117 40 29.     (W)     SCALED    
 DX1600* NAVD 88     -        81.29   (+/-2cm)     266.7    (feet)  VERTCON   
 DX1600  ___________________________________________________________________
 DX1600  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DX1600  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1600
 DX1600.The horizontal coordinates were scaled from a topographic map and have
 DX1600.an estimated accuracy of +/- 6 seconds.
 DX1600
 DX1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1600.The vertical order pertains to the NGVD 29 superseded value.
 DX1600
 DX1600.The geoid height was determined by GEOID03.
 DX1600
 DX1600;                    North         East    Units  Estimated Accuracy
 DX1600;SPC CA 6     -   655,240.    1,867,710.      MT  (+/- 180 meters Scaled)
 DX1600
 DX1600                          SUPERSEDED SURVEY CONTROL
 DX1600
 DX1600  NGVD 29 (??/??/??)   80.585  (m)          264.39   (f) ADJUSTED    1 1
 DX1600
 DX1600.Superseded values are not recommended for survey control.
 DX1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1600.See file dsdata.txt to determine how the superseded data were derived.
 DX1600
 DX1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT373133(NAD 83)
 DX1600_MARKER: DD = SURVEY DISK
 DX1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1600_SP_SET: CULVERT
 DX1600_STAMPING: 3B-60-68
 DX1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1600
 DX1600  HISTORY     - Date     Condition        Report By
 DX1600  HISTORY     - 1968     MONUMENTED       CA-059
 DX1600  HISTORY     - 1974     GOOD             CA-059
 DX1600
 DX1600                          STATION DESCRIPTION
 DX1600
 DX1600'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1600'4.1 MI N FROM SAN JUAN CAPISTRANO.
 DX1600'4.1 MILES NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY,
 DX1600'FROM THE RAILWAY STATION AT SAN JUAN CAPISTRANO, 5 MILES SOUTH
 DX1600'ALONG THE RAILWAY FROM THE CROSSING OF EL TORO ROAD AT EL TORO,
 DX1600'0.2 MILE SOUTH OF MILE POST NUMBER 193, AT THE INTERSECTION
 DX1600'OF THE CROWN VALLEY PARKWAY CONCRETE BRIDGE OVERCROSSING OF THE
 DX1600'RAILWAY, 55 FEET SOUTH OF THE FIRST TELEPHONE POLE NORTH OF THE
 DX1600'OVERCROSSING, 39 FEET EAST OF THE WEST END OF THE OVERCROSSING
 DX1600'BRIDGE, 27.5 FEET NORTH OF THE NORTH EDGE OF THE BRIDGE, 40 FEET
 DX1600'WEST OF THE WEST RAIL, SET IN THE TOP OF THE EAST END AT THE
 DX1600'HINGE POINT OF THE CONCRETE HEDWALL OVER TWIN CONCRETE BOX
 DX1600'CULVERT, ABOUT 1.5 FEET HIGHER THAN THE TRACKS.
 DX1600
 DX1600                          STATION RECOVERY (1974)
 DX1600
 DX1600'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1606 ***********************************************************************
 DX1606  DESIGNATION -  3 B 61
 DX1606  PID         -  DX1606
 DX1606  STATE/COUNTY-  CA/ORANGE
 DX1606  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1606
 DX1606                         *CURRENT SURVEY CONTROL
 DX1606  ___________________________________________________________________
 DX1606* NAD 83(1986)-  33 34 28.     (N)    117 40 23.     (W)     SCALED    
 DX1606* NAVD 88     -        91.76   (+/-2cm)     301.0    (feet)  VERTCON   
 DX1606  ___________________________________________________________________
 DX1606  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DX1606  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1606
 DX1606.The horizontal coordinates were scaled from a topographic map and have
 DX1606.an estimated accuracy of +/- 6 seconds.
 DX1606
 DX1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1606.The vertical order pertains to the NGVD 29 superseded value.
 DX1606
 DX1606.The geoid height was determined by GEOID03.
 DX1606
 DX1606;                    North         East    Units  Estimated Accuracy
 DX1606;SPC CA 6     -   657,030.    1,867,890.      MT  (+/- 180 meters Scaled)
 DX1606
 DX1606                          SUPERSEDED SURVEY CONTROL
 DX1606
 DX1606  NGVD 29 (??/??/??)   91.059  (m)          298.75   (f) ADJUSTED    1 1
 DX1606
 DX1606.Superseded values are not recommended for survey control.
 DX1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1606.See file dsdata.txt to determine how the superseded data were derived.
 DX1606
 DX1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT375151(NAD 83)
 DX1606_MARKER: DD = SURVEY DISK
 DX1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1606_SP_SET: CONCRETE BASE
 DX1606_STAMPING: 3B-61-68
 DX1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1606
 DX1606  HISTORY     - Date     Condition        Report By
 DX1606  HISTORY     - 1968     MONUMENTED       CA-059
 DX1606  HISTORY     - 1974     GOOD             CA-059
 DX1606  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1606
 DX1606                          STATION DESCRIPTION
 DX1606
 DX1606'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1606'3.8 MI S FROM EL TORO.
 DX1606'3.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1606'FROM THE EL TORO ROAD CROSSING OF THE RAILWAY AT EL TORO, 97
 DX1606'FEET SOUTH OF MILE POST 192, 189 FEET NORTHWEST OF THE SOUTHWEST
 DX1606'CORNER OF A 6 FOOT HIGH CHAIN LINK FENCE AROUND A SEWAGE TREATMENT
 DX1606'PLANT, 38.5 FEET WEST OF THE 6 FOOT HIGH CHAIN LINK FENCE, 9 FEET
 DX1606'EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE RAILWAY, 8 FEET
 DX1606'WEST OF THE WEST RAIL OF A SIDE TRACK, SET IN THE CENTER ON THE
 DX1606'EAST SIDE OF A 3 FOOT BY 2.5 FOOT CONCRETE BASE OF A SEMAPHORE,
 DX1606'ABOUT 1 FOOT HIGHER THAN THE MAIN TRACK.
 DX1606
 DX1606                          STATION RECOVERY (1974)
 DX1606
 DX1606'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1606'RECOVERED IN GOOD CONDITION.
 DX1606
 DX1606                          STATION RECOVERY (2006)
 DX1606
 DX1606'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1806 ***********************************************************************
 DX1806  DESIGNATION -  3 B 62
 DX1806  PID         -  DX1806
 DX1806  STATE/COUNTY-  CA/ORANGE
 DX1806  USGS QUAD   -  EL TORO (1982)
 DX1806
 DX1806                         *CURRENT SURVEY CONTROL
 DX1806  ___________________________________________________________________
 DX1806* NAD 83(1986)-  33 38 01.     (N)    117 42 05.     (W)     SCALED    
 DX1806* NAVD 88     -       120.61   (+/-2cm)     395.7    (feet)  VERTCON   
 DX1806  ___________________________________________________________________
 DX1806  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DX1806  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1806
 DX1806.The horizontal coordinates were scaled from a topographic map and have
 DX1806.an estimated accuracy of +/- 6 seconds.
 DX1806
 DX1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1806.The vertical order pertains to the NGVD 29 superseded value.
 DX1806
 DX1806.The geoid height was determined by GEOID03.
 DX1806
 DX1806;                    North         East    Units  Estimated Accuracy
 DX1806;SPC CA 6     -   663,630.    1,865,350.      MT  (+/- 180 meters Scaled)
 DX1806
 DX1806                          SUPERSEDED SURVEY CONTROL
 DX1806
 DX1806  NGVD 29 (??/??/??)  119.900  (m)          393.37   (f) ADJUSTED    1 1
 DX1806
 DX1806.Superseded values are not recommended for survey control.
 DX1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1806.See file dsdata.txt to determine how the superseded data were derived.
 DX1806
 DX1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT349217(NAD 83)
 DX1806_MARKER: DD = SURVEY DISK
 DX1806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1806_SP_SET: CONCRETE BASE
 DX1806_STAMPING: 3B-62-68
 DX1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1806
 DX1806  HISTORY     - Date     Condition        Report By
 DX1806  HISTORY     - 1968     MONUMENTED       CA-059
 DX1806  HISTORY     - 1974     GOOD             CA-059
 DX1806
 DX1806                          STATION DESCRIPTION
 DX1806
 DX1806'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1806'0.8 MI NW FROM EL TORO.
 DX1806'0.8 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1806'RAILWAY FROM THE EL TORO ROAD CROSSING OF THE RAILWAY AT EL
 DX1806'TORO TO A SEMAPHORE WHICH IS THE MOST SOUTHERLY OF TWO SEMAPHORES,
 DX1806'ABOUT 4 RAILS SOUTHEAST OF A SMALL STEEL BUIDLING HOUSING
 DX1806'THE EQUIPMENT FOR THE RAILWAY SWITCH CONTROL, 10 FEET NORTHEAST
 DX1806'OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE SOUTHEAST
 DX1806'CORNER OF A 2.5 FOOT BY 3 FOOT CONCRETE BASE OF THE SEMAPHORE,
 DX1806'ABOUT 0.5 OF A FOOT HIGHER THAN THE TRACK.
 DX1806
 DX1806                          STATION RECOVERY (1974)
 DX1806
 DX1806'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1812 ***********************************************************************
 DX1812  DESIGNATION -  3 B 63
 DX1812  PID         -  DX1812
 DX1812  STATE/COUNTY-  CA/ORANGE
 DX1812  USGS QUAD   -  EL TORO (1982)
 DX1812
 DX1812                         *CURRENT SURVEY CONTROL
 DX1812  ___________________________________________________________________
 DX1812* NAD 83(1986)-  33 38 44.     (N)    117 42 58.     (W)     SCALED    
 DX1812* NAVD 88     -       102.23   (+/-2cm)     335.4    (feet)  VERTCON   
 DX1812  ___________________________________________________________________
 DX1812  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DX1812  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1812
 DX1812.The horizontal coordinates were scaled from a topographic map and have
 DX1812.an estimated accuracy of +/- 6 seconds.
 DX1812
 DX1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1812.The vertical order pertains to the NGVD 29 superseded value.
 DX1812
 DX1812.The geoid height was determined by GEOID03.
 DX1812
 DX1812;                    North         East    Units  Estimated Accuracy
 DX1812;SPC CA 6     -   664,970.    1,864,000.      MT  (+/- 180 meters Scaled)
 DX1812
 DX1812                          SUPERSEDED SURVEY CONTROL
 DX1812
 DX1812  NGVD 29 (??/??/??)  101.513  (m)          333.05   (f) ADJUSTED    1 1
 DX1812
 DX1812.Superseded values are not recommended for survey control.
 DX1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1812.See file dsdata.txt to determine how the superseded data were derived.
 DX1812
 DX1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT335230(NAD 83)
 DX1812_MARKER: DD = SURVEY DISK
 DX1812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1812_SP_SET: CONCRETE BASE
 DX1812_STAMPING: 3B-63-68
 DX1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1812
 DX1812  HISTORY     - Date     Condition        Report By
 DX1812  HISTORY     - 1968     MONUMENTED       CA-059
 DX1812  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1812
 DX1812                          STATION DESCRIPTION
 DX1812
 DX1812'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1812'2 MI NW FROM EL TORO.
 DX1812'2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1812'RAILWAY FROM THE EL TORO ROAD CROSSING OF THE RAILWAY AT EL
 DX1812'TORO, 3.3 MILES SOUTHEAST ALONG THE RAILWAY FROM THE RAILWAY
 DX1812'STATION AT IRVINE, TO A CROSSING OF A PRIVATE DIRT ROAD LEADING
 DX1812'INTO THE NORTH AMERICAN ROCKWELL CORPORATION AEROSPACE AND
 DX1812'SYSTEMS GROUP, 57 FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD
 DX1812'CROSSING, 33.5 FEET SOUTHEAST OF THE FIRST TELEPHONE POLE
 DX1812'NORTHWEST OF THE CROSSING, 7.2 FEET NORTHWEST OF THE NORTHWEST
 DX1812'RAIL OF THE RAILWAY, SET IN THE SOUTHEAST CORNER OF THE 2.5 FOOT
 DX1812'BY 3 FOOT CONCRETE BASE FOR SEMAPHORE NUMBER 1862, ABOUT 0.4
 DX1812'OF A FOOT HIGHER THAN THE TRACK.
 DX1812
 DX1812                          STATION RECOVERY (2006)
 DX1812
 DX1812'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1844 ***********************************************************************
 DX1844  DESIGNATION -  3 B 64
 DX1844  PID         -  DX1844
 DX1844  STATE/COUNTY-  CA/ORANGE
 DX1844  USGS QUAD   -  TUSTIN (1981)
 DX1844
 DX1844                         *CURRENT SURVEY CONTROL
 DX1844  ___________________________________________________________________
 DX1844* NAD 83(1986)-  33 40 13.     (N)    117 45 14.     (W)     SCALED    
 DX1844* NAVD 88     -        66.56   (+/-2cm)     218.4    (feet)  VERTCON   
 DX1844  ___________________________________________________________________
 DX1844  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DX1844  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1844
 DX1844.The horizontal coordinates were scaled from a topographic map and have
 DX1844.an estimated accuracy of +/- 6 seconds.
 DX1844
 DX1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1844.The vertical order pertains to the NGVD 29 superseded value.
 DX1844
 DX1844.The geoid height was determined by GEOID03.
 DX1844
 DX1844;                    North         East    Units  Estimated Accuracy
 DX1844;SPC CA 6     -   667,760.    1,860,540.      MT  (+/- 180 meters Scaled)
 DX1844
 DX1844                          SUPERSEDED SURVEY CONTROL
 DX1844
 DX1844  NGVD 29 (??/??/??)   65.844  (m)          216.02   (f) ADJUSTED    1 1
 DX1844
 DX1844.Superseded values are not recommended for survey control.
 DX1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1844.See file dsdata.txt to determine how the superseded data were derived.
 DX1844
 DX1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT301258(NAD 83)
 DX1844_MARKER: DD = SURVEY DISK
 DX1844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1844_SP_SET: BRIDGE ABUTMENT
 DX1844_STAMPING: 3B-64-68
 DX1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1844
 DX1844  HISTORY     - Date     Condition        Report By
 DX1844  HISTORY     - 1968     MONUMENTED       CA-059
 DX1844  HISTORY     - 1974     GOOD             CA-059
 DX1844  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1844
 DX1844                          STATION DESCRIPTION
 DX1844
 DX1844'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1844'0.5 MI SE FROM IRVINE.
 DX1844'0.5 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1844'RAILWAY FROM THE RAILWAY STATION AT IRVINE, 0.2 MILE SOUTHEAST
 DX1844'ALONG THE RAILWAY FROM THE SANTA ANA FREEWAY OVERCROSSING OF THE
 DX1844'RAILWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF A WOODEN
 DX1844'BRIDGE, 21 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 DX1844'TRACK, 3 FEET NORTHEAST OF A STEEL WITNESS POST, SET IN THE TOP
 DX1844'OF A CONCRETE BRIDGE ABUTMENT, 1.5 FEET LOWER THAN THE MAIN
 DX1844'TRACK.
 DX1844
 DX1844                          STATION RECOVERY (1974)
 DX1844
 DX1844'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1844'RECOVERED IN GOOD CONDITION.
 DX1844
 DX1844                          STATION RECOVERY (2006)
 DX1844
 DX1844'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1863 ***********************************************************************
 DX1863  DESIGNATION -  3 B 67
 DX1863  PID         -  DX1863
 DX1863  STATE/COUNTY-  CA/ORANGE
 DX1863  USGS QUAD   -  TUSTIN (1981)
 DX1863
 DX1863                         *CURRENT SURVEY CONTROL
 DX1863  ___________________________________________________________________
 DX1863* NAD 83(1986)-  33 42 23.     (N)    117 48 10.     (W)     SCALED    
 DX1863* NAVD 88     -        18.07   (+/-2cm)      59.3    (feet)  VERTCON   
 DX1863  ___________________________________________________________________
 DX1863  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DX1863  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1863
 DX1863.The horizontal coordinates were scaled from a topographic map and have
 DX1863.an estimated accuracy of +/- 6 seconds.
 DX1863
 DX1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1863.The vertical order pertains to the NGVD 29 superseded value.
 DX1863
 DX1863.The geoid height was determined by GEOID03.
 DX1863
 DX1863;                    North         East    Units  Estimated Accuracy
 DX1863;SPC CA 6     -   671,830.    1,856,060.      MT  (+/- 180 meters Scaled)
 DX1863
 DX1863                          SUPERSEDED SURVEY CONTROL
 DX1863
 DX1863  NGVD 29 (??/??/??)   17.363  (m)           56.97   (f) ADJUSTED    1 1
 DX1863
 DX1863.Superseded values are not recommended for survey control.
 DX1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1863.See file dsdata.txt to determine how the superseded data were derived.
 DX1863
 DX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT256298(NAD 83)
 DX1863_MARKER: DD = SURVEY DISK
 DX1863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1863_SP_SET: BRIDGE
 DX1863_STAMPING: 3B-67-68
 DX1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1863
 DX1863  HISTORY     - Date     Condition        Report By
 DX1863  HISTORY     - 1968     MONUMENTED       CA-059
 DX1863  HISTORY     - 1974     GOOD             CA-059
 DX1863
 DX1863                          STATION DESCRIPTION
 DX1863
 DX1863'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1863'4.2 MI SE FROM SANTA ANA.
 DX1863'4.25 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1863'RAILWAY FROM THE RAILWAY STATION IN SANTA ANA TO A WOODEN RAILWAY
 DX1863'BRIDGE OVER A FLOOD CONTROL CHANNEL, 0.35 MILE NORTHWEST ALONG
 DX1863'THE RAILWAY FROM THE HARVARD AVENUE CROSSING, 55 FEET SOUTHWEST
 DX1863'OF THE SOUTHWEST RAIL OF THE RAILWAY, 18.5 FEET NORTHEAST OF THE
 DX1863'CENTER LINE OF NAVY WAY, 5 FEET SOUTHEAST OF THE SOUTHEAST END
 DX1863'OF A WOODEN RETAINING WALL OF A WOODEN BRIDGE CROSSING OF THE
 DX1863'FLOOR CONTROL CHANNEL ON NAVY WAY, SET IN THE SOUTHEAST END OF A
 DX1863'CONCRETE RETAINING SLAB, 1 FOOT LOWER THAN THE ROAD.
 DX1863
 DX1863                          STATION RECOVERY (1974)
 DX1863
 DX1863'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1886 ***********************************************************************
 DX1886  DESIGNATION -  3 B 70
 DX1886  PID         -  DX1886
 DX1886  STATE/COUNTY-  CA/ORANGE
 DX1886  USGS QUAD   -  TUSTIN (1981)
 DX1886
 DX1886                         *CURRENT SURVEY CONTROL
 DX1886  ___________________________________________________________________
 DX1886* NAD 83(1986)-  33 43 19.     (N)    117 49 34.     (W)     SCALED    
 DX1886* NAVD 88     -        25.53   (+/-2cm)      83.8    (feet)  VERTCON   
 DX1886  ___________________________________________________________________
 DX1886  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DX1886  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1886
 DX1886.The horizontal coordinates were scaled from a topographic map and have
 DX1886.an estimated accuracy of +/- 6 seconds.
 DX1886
 DX1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1886.The vertical order pertains to the NGVD 29 superseded value.
 DX1886
 DX1886.The geoid height was determined by GEOID03.
 DX1886
 DX1886;                    North         East    Units  Estimated Accuracy
 DX1886;SPC CA 6     -   673,590.    1,853,930.      MT  (+/- 180 meters Scaled)
 DX1886
 DX1886                          SUPERSEDED SURVEY CONTROL
 DX1886
 DX1886  NGVD 29 (??/??/??)   24.820  (m)           81.43   (f) ADJUSTED    1 1
 DX1886
 DX1886.Superseded values are not recommended for survey control.
 DX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1886.See file dsdata.txt to determine how the superseded data were derived.
 DX1886
 DX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT234316(NAD 83)
 DX1886_MARKER: DD = SURVEY DISK
 DX1886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1886_SP_SET: CULVERT
 DX1886_STAMPING: 3B-70-68
 DX1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1886+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX1886
 DX1886  HISTORY     - Date     Condition        Report By
 DX1886  HISTORY     - 1968     MONUMENTED       CA-059
 DX1886  HISTORY     - 1974     GOOD             CA-059
 DX1886  HISTORY     - 20060305 GOOD             USPSQD
 DX1886
 DX1886                          STATION DESCRIPTION
 DX1886
 DX1886'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1886'2.5 MI SE FROM SANTA ANA.
 DX1886'2.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1886'RAILWAY FROM THE RAILWAY STATION AT SANTA ANA TO ITS CROSSING
 DX1886'OF RED HILL AVENUE, 64.3 FEET NORTHEAST OF THE NORTHEAST RAIL
 DX1886'OF THE MAIN TRACK, 42.5 FEET EAST OF THE CENTER LINE OF THE
 DX1886'AVENUE, SET IN THE TOP OF A CONCRETE WINGWALL, 1 FOOT NORTHEAST
 DX1886'OF THE SOUTHEAST END OF A CONCRETE HEADWALL OVER A CONCRETE
 DX1886'BOX CULVERT CROSSING OF THE AVENUE, 0.70 OF A FOOT LOWER THAN
 DX1886'THE TOP OF THE HEADWALL AND ABOUT 0.3 OF A FOOT LOWER THAN THE
 DX1886'GUTTER.
 DX1886
 DX1886                          STATION RECOVERY (1974)
 DX1886
 DX1886'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1886'RECOVERED IN GOOD CONDITION.
 DX1886
 DX1886                          STATION RECOVERY (2006)
 DX1886
 DX1886'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1897 ***********************************************************************
 DX1897  DESIGNATION -  3 B 72
 DX1897  PID         -  DX1897
 DX1897  STATE/COUNTY-  CA/ORANGE
 DX1897  USGS QUAD   -  TUSTIN (1981)
 DX1897
 DX1897                         *CURRENT SURVEY CONTROL
 DX1897  ___________________________________________________________________
 DX1897* NAD 83(1986)-  33 44 09.     (N)    117 50 42.     (W)     SCALED    
 DX1897* NAVD 88     -        34.02   (+/-2cm)     111.6    (feet)  VERTCON   
 DX1897  ___________________________________________________________________
 DX1897  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DX1897  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1897
 DX1897.The horizontal coordinates were scaled from a topographic map and have
 DX1897.an estimated accuracy of +/- 6 seconds.
 DX1897
 DX1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1897.The vertical order pertains to the NGVD 29 superseded value.
 DX1897
 DX1897.The geoid height was determined by GEOID03.
 DX1897
 DX1897;                    North         East    Units  Estimated Accuracy
 DX1897;SPC CA 6     -   675,160.    1,852,200.      MT  (+/- 180 meters Scaled)
 DX1897
 DX1897                          SUPERSEDED SURVEY CONTROL
 DX1897
 DX1897  NGVD 29 (??/??/??)   33.303  (m)          109.26   (f) ADJUSTED    1 1
 DX1897
 DX1897.Superseded values are not recommended for survey control.
 DX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1897.See file dsdata.txt to determine how the superseded data were derived.
 DX1897
 DX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT217331(NAD 83)
 DX1897_MARKER: DD = SURVEY DISK
 DX1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1897_SP_SET: WINGWALL
 DX1897_STAMPING: 3B-72-68
 DX1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1897+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 DX1897
 DX1897  HISTORY     - Date     Condition        Report By
 DX1897  HISTORY     - 1968     MONUMENTED       CA-059
 DX1897  HISTORY     - 1974     GOOD             CA-059
 DX1897  HISTORY     - 20021009 GOOD             INDIV
 DX1897  HISTORY     - 20060304 GOOD             USPSQD
 DX1897
 DX1897                          STATION DESCRIPTION
 DX1897
 DX1897'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1897'1.1 MI SE FROM SANTA ANA.
 DX1897'1.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1897'RAILWAY FROM THE RAILWAY STATION AT SANTA ANA TO ITS INTERSECTION
 DX1897'WITH LYON STREET, 30 FEET WEST OF THE CENTER LINE OF THE STREET,
 DX1897'34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17.5
 DX1897'FEET NORTHEAST OF TELEPHONE POLE NUMBER SFE 54, 1 FOOT NORTH OF
 DX1897'THE SOUTH END OF A CONCRETE HEADWALL OVER A FLOOD CONTROL
 DX1897'CHANNEL, 1 FOOT LOWER AND 0.70 OF A FOOT WEST OF THE WEST FACE
 DX1897'OF THE HEADWALL, SET IN THE TOP OF A CONCRETE WINGWALL AT ITS
 DX1897'JUNCTION WITH THE HEADWALL, ABOUT LEVEL WITH THE TRACK.
 DX1897
 DX1897                          STATION RECOVERY (1974)
 DX1897
 DX1897'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1897'RECOVERED IN GOOD CONDITION.
 DX1897
 DX1897                          STATION RECOVERY (2002)
 DX1897
 DX1897'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 DX1897'33D44.125 -117D50.704. LOCATION AS DESCRIBED, UNDER SOME DEBRIS.
 DX1897
 DX1897                          STATION RECOVERY (2006)
 DX1897
 DX1897'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1899 ***********************************************************************
 DX1899  DESIGNATION -  3 B 73
 DX1899  PID         -  DX1899
 DX1899  STATE/COUNTY-  CA/ORANGE
 DX1899  USGS QUAD   -  TUSTIN (1981)
 DX1899
 DX1899                         *CURRENT SURVEY CONTROL
 DX1899  ___________________________________________________________________
 DX1899* NAD 83(1986)-  33 44 19.     (N)    117 51 01.     (W)     SCALED    
 DX1899* NAVD 88     -        35.77   (+/-2cm)     117.4    (feet)  VERTCON   
 DX1899  ___________________________________________________________________
 DX1899  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DX1899  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1899
 DX1899.The horizontal coordinates were scaled from a topographic map and have
 DX1899.an estimated accuracy of +/- 6 seconds.
 DX1899
 DX1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1899.The vertical order pertains to the NGVD 29 superseded value.
 DX1899
 DX1899.The geoid height was determined by GEOID03.
 DX1899
 DX1899;                    North         East    Units  Estimated Accuracy
 DX1899;SPC CA 6     -   675,470.    1,851,720.      MT  (+/- 180 meters Scaled)
 DX1899
 DX1899                          SUPERSEDED SURVEY CONTROL
 DX1899
 DX1899  NGVD 29 (??/??/??)   35.051  (m)          115.00   (f) ADJUSTED    1 1
 DX1899
 DX1899.Superseded values are not recommended for survey control.
 DX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1899.See file dsdata.txt to determine how the superseded data were derived.
 DX1899
 DX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT212334(NAD 83)
 DX1899_MARKER: DD = SURVEY DISK
 DX1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1899_SP_SET: HEADWALL
 DX1899_STAMPING: 3B-73-68
 DX1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1899
 DX1899  HISTORY     - Date     Condition        Report By
 DX1899  HISTORY     - 1968     MONUMENTED       CA-059
 DX1899  HISTORY     - 1974     GOOD             CA-059
 DX1899
 DX1899                          STATION DESCRIPTION
 DX1899
 DX1899'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1899'0.7 MI SE FROM SANTA ANA.
 DX1899'0.70 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1899'RAILWAY FROM THE RAILWAY STATION AT SANTA ANA TO ITS INTERSECTION
 DX1899'WITH GRAND AVENUE, 43.8 FEET EAST OF THE CENTER LINE OF THE
 DX1899'AVENUE, 52 FEET NORTH ALONG THE SIDEWALK FROM THE NORTHEAST
 DX1899'RAIL OF THE MAIN TRACK, SET IN THE NORTH END OF A CONCRETE
 DX1899'HEADWALL (A FOUNDATION FOR A 5 FOOT HIGH CHAIN LINK SAFETY FENCE
 DX1899'FOR PEDESTRIAN TRAFFIC), FLUSH WITH THE SIDEWALK AND 0.20 OF A
 DX1899'FOOT HIGHER THAN THE GUTTER.
 DX1899
 DX1899                          STATION RECOVERY (1974)
 DX1899
 DX1899'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1902 ***********************************************************************
 DX1902  DESIGNATION -  3 B 74
 DX1902  PID         -  DX1902
 DX1902  STATE/COUNTY-  CA/ORANGE
 DX1902  USGS QUAD   -  TUSTIN (1981)
 DX1902
 DX1902                         *CURRENT SURVEY CONTROL
 DX1902  ___________________________________________________________________
 DX1902* NAD 83(1986)-  33 44 35.     (N)    117 51 14.     (W)     SCALED    
 DX1902* NAVD 88     -        36.48   (+/-2cm)     119.7    (feet)  VERTCON   
 DX1902  ___________________________________________________________________
 DX1902  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1902  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1902
 DX1902.The horizontal coordinates were scaled from a topographic map and have
 DX1902.an estimated accuracy of +/- 6 seconds.
 DX1902
 DX1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1902.The vertical order pertains to the NGVD 29 superseded value.
 DX1902
 DX1902.The geoid height was determined by GEOID03.
 DX1902
 DX1902;                    North         East    Units  Estimated Accuracy
 DX1902;SPC CA 6     -   675,970.    1,851,390.      MT  (+/- 180 meters Scaled)
 DX1902
 DX1902                          SUPERSEDED SURVEY CONTROL
 DX1902
 DX1902  NGVD 29 (??/??/??)   35.766  (m)          117.34   (f) ADJUSTED    1 1
 DX1902
 DX1902.Superseded values are not recommended for survey control.
 DX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1902.See file dsdata.txt to determine how the superseded data were derived.
 DX1902
 DX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT209339(NAD 83)
 DX1902_MARKER: DD = SURVEY DISK
 DX1902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1902_SP_SET: CURB
 DX1902_STAMPING: 3B-74-68
 DX1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1902
 DX1902  HISTORY     - Date     Condition        Report By
 DX1902  HISTORY     - 1968     MONUMENTED       CA-059
 DX1902  HISTORY     - 1974     GOOD             CA-059
 DX1902
 DX1902                          STATION DESCRIPTION
 DX1902
 DX1902'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1902'AT SANTA ANA.
 DX1902'0.40 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX1902'RAILWAY STATION AT SANTA ANA TO ITS INTERSECTION WITH CHESNUT
 DX1902'AVENUE, 25.5 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 67 FEET
 DX1902'WEST OF THE PROLONGATION OF THE CENTER LINE OF SANTA FE STREET,
 DX1902'22.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE SOUTHERN
 DX1902'PACIFIC COMPANY RAILWAY, 181 FEET WEST OF THE WEST RAIL OF THE
 DX1902'MAIN TRACK OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 3 FEET
 DX1902'SOUTH OF THE FACE OF THE CURB AND AT THE END OF THE CURB, SET IN
 DX1902'THE TOP OF AND 1.2 FEET NORTH OF THE SOUTH END OF A CONCRETE
 DX1902'HEADWALL (1914 SCRIBED IN THE WEST FACE OF THE HEADWALL), ABOUT
 DX1902'0.50 OF A FOOT LOWER THAN THE SOUTHERN PACIFIC COMPANY TRACK
 DX1902'AND 1.5 FEET HIGHER THAN THE GUTTER.
 DX1902
 DX1902                          STATION RECOVERY (1974)
 DX1902
 DX1902'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1847 ***********************************************************************
 DX1847  DESIGNATION -  3 B 75
 DX1847  PID         -  DX1847
 DX1847  STATE/COUNTY-  CA/ORANGE
 DX1847  USGS QUAD   -  TUSTIN (1981)
 DX1847
 DX1847                         *CURRENT SURVEY CONTROL
 DX1847  ___________________________________________________________________
 DX1847* NAD 83(1986)-  33 40 37.     (N)    117 45 31.     (W)     SCALED    
 DX1847* NAVD 88     -        63.07   (+/-2cm)     206.9    (feet)  VERTCON   
 DX1847  ___________________________________________________________________
 DX1847  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DX1847  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1847
 DX1847.The horizontal coordinates were scaled from a topographic map and have
 DX1847.an estimated accuracy of +/- 6 seconds.
 DX1847
 DX1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1847.The vertical order pertains to the NGVD 29 superseded value.
 DX1847
 DX1847.The geoid height was determined by GEOID03.
 DX1847
 DX1847;                    North         East    Units  Estimated Accuracy
 DX1847;SPC CA 6     -   668,510.    1,860,110.      MT  (+/- 180 meters Scaled)
 DX1847
 DX1847                          SUPERSEDED SURVEY CONTROL
 DX1847
 DX1847  NGVD 29 (??/??/??)   62.358  (m)          204.59   (f) ADJUSTED    1 1
 DX1847
 DX1847.Superseded values are not recommended for survey control.
 DX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1847.See file dsdata.txt to determine how the superseded data were derived.
 DX1847
 DX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT296265(NAD 83)
 DX1847_MARKER: DD = SURVEY DISK
 DX1847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1847_SP_SET: CULVERT
 DX1847_STAMPING: 3B-75-68
 DX1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1847
 DX1847  HISTORY     - Date     Condition        Report By
 DX1847  HISTORY     - 1968     MONUMENTED       CA-059
 DX1847  HISTORY     - 1974     GOOD             CA-059
 DX1847
 DX1847                          STATION DESCRIPTION
 DX1847
 DX1847'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1847'AT IRVINE.
 DX1847'AT THE TOWN OF IRVINE, ABOUT 0.10 MILE NORTHEAST ALONG SAND
 DX1847'CANYON AVENUE FROM THE POST OFFICE IN IRVINE TO ITS INTERSECTION
 DX1847'WITH THE SANTA ANA FREEWAY CROSSING OF THE AVENUE, 45.5 FEET
 DX1847'SOUTHWEST OF THE SOUTH FACE OF THE MOST SOUTHWESTERLY PIER OF THE
 DX1847'CONCRETE BRIDGE OVER THE AVENUE, ON THE SOUTHEAST SIDE OF THE
 DX1847'AVENUE, 30.4 FEET SOUTHEAST OF THE CENTER LINE OF THE AVENUE,
 DX1847'11.7 FEET NORTHEAST OF THE CENTER LINE PROLONGATION OF THE EXIT
 DX1847'ROAD OFF THE FREEWAY, SET IN THE TOP OF THE NORTHWEST END AT THE
 DX1847'ANGLE POINT IN A CONCRETE HEADWALL OVER A CONCRETE BOX CULVERT,
 DX1847'1 FOOT HIGHER THAN THE GUTTER.
 DX1847
 DX1847                          STATION RECOVERY (1974)
 DX1847
 DX1847'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1589 ***********************************************************************
 DX1589  DESIGNATION -  3 B 77
 DX1589  PID         -  DX1589
 DX1589  STATE/COUNTY-  CA/ORANGE
 DX1589  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1589
 DX1589                         *CURRENT SURVEY CONTROL
 DX1589  ___________________________________________________________________
 DX1589* NAD 83(1986)-  33 30 42.     (N)    117 40 02.     (W)     SCALED    
 DX1589* NAVD 88     -        46.66   (+/-2cm)     153.1    (feet)  VERTCON   
 DX1589  ___________________________________________________________________
 DX1589  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DX1589  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1589
 DX1589.The horizontal coordinates were scaled from a topographic map and have
 DX1589.an estimated accuracy of +/- 6 seconds.
 DX1589
 DX1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1589.The vertical order pertains to the NGVD 29 superseded value.
 DX1589
 DX1589.The geoid height was determined by GEOID03.
 DX1589
 DX1589;                    North         East    Units  Estimated Accuracy
 DX1589;SPC CA 6     -   650,060.    1,868,340.      MT  (+/- 180 meters Scaled)
 DX1589
 DX1589                          SUPERSEDED SURVEY CONTROL
 DX1589
 DX1589  NGVD 29 (??/??/92)   45.97   (m)          150.8    (f) COMPUTED    1 1
 DX1589
 DX1589.Superseded values are not recommended for survey control.
 DX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1589.See file dsdata.txt to determine how the superseded data were derived.
 DX1589
 DX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT380082(NAD 83)
 DX1589_MARKER: DD = SURVEY DISK
 DX1589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1589_SP_SET: CATCH BASIN
 DX1589_STAMPING: 3B-77-73
 DX1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1589
 DX1589  HISTORY     - Date     Condition        Report By
 DX1589  HISTORY     - 1973     MONUMENTED       CA-059
 DX1589  HISTORY     - 19901013 GOOD             USPSQD
 DX1589  HISTORY     - 19960321 GOOD             USPSQD
 DX1589
 DX1589                          STATION DESCRIPTION
 DX1589
 DX1589'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1589'IN SAN JUAN CAPISTRANO.
 DX1589'0.8 OF A MILE ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1589'FROM THE STATION AT SAN JUAN CAPISTRANO, 32 FEET NORTHEAST OF
 DX1589'THE CENTERLINE OF OLD U.S. HIGHWAY 101, 172 FEET NORTHEAST OF
 DX1589'THE NORTHEAST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 DX1589'36 FEET SOUTH OF A FENCE CORNER OF THE SAN DIEGO GAS AND ELECTRIC
 DX1589'COMPANY, SET ON THE NORTHWEST CORNER OF A 4 FEET BY 14 FEET CATCH
 DX1589'BASIN, 1 FOOT ABOVE THE GUTTER.
 DX1589
 DX1589                          STATION RECOVERY (1990)
 DX1589
 DX1589'RECOVERY NOTE BY US POWER SQUADRON 1990 (MP)
 DX1589'RECOVERED IN GOOD CONDITION.
 DX1589
 DX1589                          STATION RECOVERY (1996)
 DX1589
 DX1589'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1593 ***********************************************************************
 DX1593  DESIGNATION -  3 B 78
 DX1593  PID         -  DX1593
 DX1593  STATE/COUNTY-  CA/ORANGE
 DX1593  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1593
 DX1593                         *CURRENT SURVEY CONTROL
 DX1593  ___________________________________________________________________
 DX1593* NAD 83(1986)-  33 31 31.     (N)    117 40 24.     (W)     SCALED    
 DX1593* NAVD 88     -        62.27   (+/-2cm)     204.3    (feet)  VERTCON   
 DX1593  ___________________________________________________________________
 DX1593  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DX1593  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1593
 DX1593.The horizontal coordinates were scaled from a topographic map and have
 DX1593.an estimated accuracy of +/- 6 seconds.
 DX1593
 DX1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1593.The vertical order pertains to the NGVD 29 superseded value.
 DX1593
 DX1593.The geoid height was determined by GEOID03.
 DX1593
 DX1593;                    North         East    Units  Estimated Accuracy
 DX1593;SPC CA 6     -   651,580.    1,867,790.      MT  (+/- 180 meters Scaled)
 DX1593
 DX1593                          SUPERSEDED SURVEY CONTROL
 DX1593
 DX1593  NGVD 29 (??/??/92)   61.58   (m)          202.0    (f) COMPUTED    1 1
 DX1593
 DX1593.Superseded values are not recommended for survey control.
 DX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1593.See file dsdata.txt to determine how the superseded data were derived.
 DX1593
 DX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT374097(NAD 83)
 DX1593_MARKER: DD = SURVEY DISK
 DX1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1593_STAMPING: 3B-78-73
 DX1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1593+STABILITY: SURFACE MOTION
 DX1593
 DX1593  HISTORY     - Date     Condition        Report By
 DX1593  HISTORY     - 1973     MONUMENTED       CA-059
 DX1593  HISTORY     - 1990     GOOD             USPSQD
 DX1593
 DX1593                          STATION DESCRIPTION
 DX1593
 DX1593'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1593'1.9 MI N FROM SAN JUAN CAPISTRANO.
 DX1593'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1593'FROM THE STATION AT SAN JUAN CAPISTRANO, 0.30 OF A MILE SOUTH OF
 DX1593'MILEPOLE 195, 6.5 RAILS SOUTH OF THE CENTER OF THE CROSSING OF
 DX1593'A PRIVATE GRAVEL ROAD, 20.5 FEET WEST OF THE WEST RAIL OF THE
 DX1593'RAILROAD, 2 FEET EAST OF A 12 INCH TELEPHONE POLE 30 FEET TALL,
 DX1593'1-1/2 FEET LOWER THAN THE RAILROAD TRACK, 4 INCHES ABOVE THE
 DX1593'GROUND, SET IN TOP OF A CONCRETE POST.
 DX1593
 DX1593                          STATION RECOVERY (1990)
 DX1593
 DX1593'RECOVERY NOTE BY US POWER SQUADRON 1990 (BC)
 DX1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1808 ***********************************************************************
 DX1808  DESIGNATION -  3 B 79
 DX1808  PID         -  DX1808
 DX1808  STATE/COUNTY-  CA/ORANGE
 DX1808  USGS QUAD   -  EL TORO (1982)
 DX1808
 DX1808                         *CURRENT SURVEY CONTROL
 DX1808  ___________________________________________________________________
 DX1808* NAD 83(1986)-  33 38 18.     (N)    117 42 20.     (W)     SCALED    
 DX1808* NAVD 88     -       113.52   (+/-2cm)     372.4    (feet)  VERTCON   
 DX1808  ___________________________________________________________________
 DX1808  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DX1808  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1808
 DX1808.The horizontal coordinates were scaled from a topographic map and have
 DX1808.an estimated accuracy of +/- 6 seconds.
 DX1808
 DX1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1808.The vertical order pertains to the NGVD 29 superseded value.
 DX1808
 DX1808.The geoid height was determined by GEOID03.
 DX1808
 DX1808;                    North         East    Units  Estimated Accuracy
 DX1808;SPC CA 6     -   664,160.    1,864,970.      MT  (+/- 180 meters Scaled)
 DX1808
 DX1808                          SUPERSEDED SURVEY CONTROL
 DX1808
 DX1808  NGVD 29 (??/??/92)  112.81   (m)          370.1    (f) COMPUTED    1 1
 DX1808
 DX1808.Superseded values are not recommended for survey control.
 DX1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1808.See file dsdata.txt to determine how the superseded data were derived.
 DX1808
 DX1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT345222(NAD 83)
 DX1808_MARKER: DD = SURVEY DISK
 DX1808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1808_SP_SET: SEMAPHORE
 DX1808_STAMPING: 3B-79-73
 DX1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1808
 DX1808  HISTORY     - Date     Condition        Report By
 DX1808  HISTORY     - 1973     MONUMENTED       CA-059
 DX1808
 DX1808                          STATION DESCRIPTION
 DX1808
 DX1808'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1808'1.1 MI N FROM EL TORO.
 DX1808'1.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1808'RAILWAY FROM THE CROSSING OF EL TORO ROAD AT EL TORO, 3 POLES
 DX1808'SOUTHEAST OF MILEPOST 187, 47 FEET EAST OF TELEPHONE POLE NO.
 DX1808'61G, ON THE WEST CORNER OF A 3.5 FEET BY 4.2 FEET CONCRETE
 DX1808'BLOCK FOR AN ABANDONED SEMAPHORE SIGANL, 9.5 FEET NORTHEASTERLY
 DX1808'OF THE NORTHEASTERLY RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1851 ***********************************************************************
 DX1851  DESIGNATION -  3 B 80
 DX1851  PID         -  DX1851
 DX1851  STATE/COUNTY-  CA/ORANGE
 DX1851  USGS QUAD   -  TUSTIN (1981)
 DX1851
 DX1851                         *CURRENT SURVEY CONTROL
 DX1851  ___________________________________________________________________
 DX1851* NAD 83(1986)-  33 40 48.     (N)    117 45 59.     (W)     SCALED    
 DX1851* NAVD 88     -        51.93   (+/-2cm)     170.4    (feet)  VERTCON   
 DX1851  ___________________________________________________________________
 DX1851  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DX1851  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1851
 DX1851.The horizontal coordinates were scaled from a topographic map and have
 DX1851.an estimated accuracy of +/- 6 seconds.
 DX1851
 DX1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1851.The vertical order pertains to the NGVD 29 superseded value.
 DX1851
 DX1851.The geoid height was determined by GEOID03.
 DX1851
 DX1851;                    North         East    Units  Estimated Accuracy
 DX1851;SPC CA 6     -   668,860.    1,859,390.      MT  (+/- 180 meters Scaled)
 DX1851
 DX1851                          SUPERSEDED SURVEY CONTROL
 DX1851
 DX1851  NGVD 29 (??/??/92)   51.21   (m)          168.0    (f) COMPUTED    1 1
 DX1851
 DX1851.Superseded values are not recommended for survey control.
 DX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1851.See file dsdata.txt to determine how the superseded data were derived.
 DX1851
 DX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT289269(NAD 83)
 DX1851_MARKER: DD = SURVEY DISK
 DX1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1851_STAMPING: 3B-80-73
 DX1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1851+STABILITY: SURFACE MOTION
 DX1851
 DX1851  HISTORY     - Date     Condition        Report By
 DX1851  HISTORY     - 1973     MONUMENTED       CA-059
 DX1851
 DX1851                          STATION DESCRIPTION
 DX1851
 DX1851'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1851'IN IRVINE.
 DX1851'0.4 OF A MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1851'RAILWAY FROM THE STATION AT IRVINE, AT A PRIVATE ROAD RAILROAD
 DX1851'CROSSING, 12 FEET SOUTH OF A TELEPHONE POST, 14 FEET NORTHWEST
 DX1851'OF A 36 INCH STAND PIPE 7 FEET HIGH, 30 FEET SOUTHWEST OF THE
 DX1851'SOUTHWEST RAIL, ABOUT 2 FEET LOWER THAN THE TRACK, SET IN THE
 DX1851'TOP OF A CONCRETE POST 0.2 OF A FOOT BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1855 ***********************************************************************
 DX1855  DESIGNATION -  3 B 81
 DX1855  PID         -  DX1855
 DX1855  STATE/COUNTY-  CA/ORANGE
 DX1855  USGS QUAD   -  TUSTIN (1981)
 DX1855
 DX1855                         *CURRENT SURVEY CONTROL
 DX1855  ___________________________________________________________________
 DX1855* NAD 83(1986)-  33 41 56.     (N)    117 47 30.     (W)     SCALED    
 DX1855* NAVD 88     -        23.31   (+/-2cm)      76.5    (feet)  VERTCON   
 DX1855  ___________________________________________________________________
 DX1855  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DX1855  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1855
 DX1855.The horizontal coordinates were scaled from a topographic map and have
 DX1855.an estimated accuracy of +/- 6 seconds.
 DX1855
 DX1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1855.The vertical order pertains to the NGVD 29 superseded value.
 DX1855
 DX1855.The geoid height was determined by GEOID03.
 DX1855
 DX1855;                    North         East    Units  Estimated Accuracy
 DX1855;SPC CA 6     -   670,990.    1,857,080.      MT  (+/- 180 meters Scaled)
 DX1855
 DX1855                          SUPERSEDED SURVEY CONTROL
 DX1855
 DX1855  NGVD 29 (??/??/92)   22.61   (m)           74.2    (f) COMPUTED    1 1
 DX1855
 DX1855.Superseded values are not recommended for survey control.
 DX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1855.See file dsdata.txt to determine how the superseded data were derived.
 DX1855
 DX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT266290(NAD 83)
 DX1855_MARKER: DD = SURVEY DISK
 DX1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1855_STAMPING: 3B-81-73
 DX1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1855+STABILITY: SURFACE MOTION
 DX1855
 DX1855  HISTORY     - Date     Condition        Report By
 DX1855  HISTORY     - 1973     MONUMENTED       CA-059
 DX1855  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1855
 DX1855                          STATION DESCRIPTION
 DX1855
 DX1855'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1855'2.4 MI NW FROM IRVINE.
 DX1855'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1855'RAILROAD FROM THE RAILWAY STATION AT IRVINE, TO ITS INTERSECTION
 DX1855'WITH CULVER DRIVE, 103 FEET NORTHEAST OF THE CENTERLINE OF THE
 DX1855'RAILROAD TRACKS, 53 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DX1855'DRIVE, 4 FEET NORTH OF TELEPHONE POLE NO. 774052H, SET ON THE
 DX1855'TOP OF A CONCRETE POST, 0.8 FEET BEHIND CONCRETE CURB, AND AT
 DX1855'THE SAME HEIGHT AS THE TOP OF THE CURB.
 DX1855
 DX1855                          STATION RECOVERY (2006)
 DX1855
 DX1855'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1859 ***********************************************************************
 DX1859  DESIGNATION -  3 B 82
 DX1859  PID         -  DX1859
 DX1859  STATE/COUNTY-  CA/ORANGE
 DX1859  USGS QUAD   -  TUSTIN (1981)
 DX1859
 DX1859                         *CURRENT SURVEY CONTROL
 DX1859  ___________________________________________________________________
 DX1859* NAD 83(1986)-  33 42 12.     (N)    117 47 56.     (W)     SCALED    
 DX1859* NAVD 88     -        18.91   (+/-2cm)      62.0    (feet)  VERTCON   
 DX1859  ___________________________________________________________________
 DX1859  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DX1859  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1859
 DX1859.The horizontal coordinates were scaled from a topographic map and have
 DX1859.an estimated accuracy of +/- 6 seconds.
 DX1859
 DX1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1859.The vertical order pertains to the NGVD 29 superseded value.
 DX1859
 DX1859.The geoid height was determined by GEOID03.
 DX1859
 DX1859;                    North         East    Units  Estimated Accuracy
 DX1859;SPC CA 6     -   671,490.    1,856,420.      MT  (+/- 180 meters Scaled)
 DX1859
 DX1859                          SUPERSEDED SURVEY CONTROL
 DX1859
 DX1859  NGVD 29 (??/??/92)   18.20   (m)           59.7    (f) COMPUTED    1 1
 DX1859
 DX1859.Superseded values are not recommended for survey control.
 DX1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1859.See file dsdata.txt to determine how the superseded data were derived.
 DX1859
 DX1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT259295(NAD 83)
 DX1859_MARKER: DD = SURVEY DISK
 DX1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1859_SP_SET: CATCH BASIN
 DX1859_STAMPING: 3B-82-73
 DX1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1859
 DX1859  HISTORY     - Date     Condition        Report By
 DX1859  HISTORY     - 1973     MONUMENTED       CA-059
 DX1859
 DX1859                          STATION DESCRIPTION
 DX1859
 DX1859'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1859'2.9 MI NW FROM IRVINE.
 DX1859'2.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1859'RAILROAD FROM THE RAILWAY STATION AT IRVINE, TO ITS INTERSECTION
 DX1859'WITH HARVARD AVENUE, 102 FEET NORTHEAST OF THE CENTERLINE OF THE
 DX1859'RAILROAD, 42 FEET SOUTHEAST OF THE CENTERLINE OF THE AVENUE, SET
 DX1859'ON THE SOUTH CORNER OF A 4.5 FOOT BY 4 FOOT CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1881 ***********************************************************************
 DX1881  DESIGNATION -  3 B 83
 DX1881  PID         -  DX1881
 DX1881  STATE/COUNTY-  CA/ORANGE
 DX1881  USGS QUAD   -  TUSTIN (1981)
 DX1881
 DX1881                         *CURRENT SURVEY CONTROL
 DX1881  ___________________________________________________________________
 DX1881* NAD 83(1986)-  33 42 57.     (N)    117 49 01.     (W)     SCALED    
 DX1881* NAVD 88     -        20.39   (+/-2cm)      66.9    (feet)  VERTCON   
 DX1881  ___________________________________________________________________
 DX1881  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DX1881  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1881
 DX1881.The horizontal coordinates were scaled from a topographic map and have
 DX1881.an estimated accuracy of +/- 6 seconds.
 DX1881
 DX1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1881.The vertical order pertains to the NGVD 29 superseded value.
 DX1881
 DX1881.The geoid height was determined by GEOID03.
 DX1881
 DX1881;                    North         East    Units  Estimated Accuracy
 DX1881;SPC CA 6     -   672,900.    1,854,770.      MT  (+/- 180 meters Scaled)
 DX1881
 DX1881                          SUPERSEDED SURVEY CONTROL
 DX1881
 DX1881  NGVD 29 (??/??/92)   19.68   (m)           64.6    (f) COMPUTED    1 1
 DX1881
 DX1881.Superseded values are not recommended for survey control.
 DX1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1881.See file dsdata.txt to determine how the superseded data were derived.
 DX1881
 DX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT243309(NAD 83)
 DX1881_MARKER: DD = SURVEY DISK
 DX1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1881_SP_SET: CULVERT
 DX1881_STAMPING: 3B-83-73
 DX1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1881
 DX1881  HISTORY     - Date     Condition        Report By
 DX1881  HISTORY     - 1973     MONUMENTED       CA-059
 DX1881
 DX1881                          STATION DESCRIPTION
 DX1881
 DX1881'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1881'IN SANTA ANA.
 DX1881'0.7 MILE SOUTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX1881'RAILWAY FROM ITS INTERSECTION WITH RED HILL, TO A SPUR TRACK
 DX1881'BEARING NORTHERLY, 33 FEET NORTH FROM A DERAIL SIGN, 51 FEET
 DX1881'NORTHEASTERLY OF THE CENTERLINE OF THE MAIN TRACK, 25 FEET
 DX1881'SOUTHWESTERLY FROM THE CENTERLINE OF THE CHANNEL, SET ON THE TOP
 DX1881'OF THE NORTHWEST END OF A HEADWALL, 6 FEET LONG, FOR A 24 INCH
 DX1881'CORRUGATED METAL PIPE, ABOUT 3 FEET LOWER THAN THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1884 ***********************************************************************
 DX1884  DESIGNATION -  3 B 84
 DX1884  PID         -  DX1884
 DX1884  STATE/COUNTY-  CA/ORANGE
 DX1884  USGS QUAD   -  TUSTIN (1981)
 DX1884
 DX1884                         *CURRENT SURVEY CONTROL
 DX1884  ___________________________________________________________________
 DX1884* NAD 83(1986)-  33 43 07.     (N)    117 49 18.     (W)     SCALED    
 DX1884* NAVD 88     -        22.95   (+/-2cm)      75.3    (feet)  VERTCON   
 DX1884  ___________________________________________________________________
 DX1884  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DX1884  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1884
 DX1884.The horizontal coordinates were scaled from a topographic map and have
 DX1884.an estimated accuracy of +/- 6 seconds.
 DX1884
 DX1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1884.The vertical order pertains to the NGVD 29 superseded value.
 DX1884
 DX1884.The geoid height was determined by GEOID03.
 DX1884
 DX1884;                    North         East    Units  Estimated Accuracy
 DX1884;SPC CA 6     -   673,220.    1,854,330.      MT  (+/- 180 meters Scaled)
 DX1884
 DX1884                          SUPERSEDED SURVEY CONTROL
 DX1884
 DX1884  NGVD 29 (??/??/92)   22.25   (m)           73.0    (f) COMPUTED    1 1
 DX1884
 DX1884.Superseded values are not recommended for survey control.
 DX1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1884.See file dsdata.txt to determine how the superseded data were derived.
 DX1884
 DX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT238312(NAD 83)
 DX1884_MARKER: DB = BENCH MARK DISK
 DX1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1884_STAMPING: 3B-84-73
 DX1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1884+STABILITY: SURFACE MOTION
 DX1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1884+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 DX1884
 DX1884  HISTORY     - Date     Condition        Report By
 DX1884  HISTORY     - 1973     MONUMENTED       CA-059
 DX1884  HISTORY     - 20060305 GOOD             USPSQD
 DX1884
 DX1884                          STATION DESCRIPTION
 DX1884
 DX1884'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1884'IN SANTA ANA.
 DX1884'0.3 OF A MILE SOUTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 DX1884'FE RAILROAD TO A POINT THAT IS 174 FEET NORTHWESTERLY FROM A W
 DX1884'SIGN POST, 27.5 FEET NORTHEASTERLY OF THE CENTERLINE OF THE
 DX1884'MAIN TRACT, 79 FEET EASTERLY FROM A RED AND GREEN SIGNAL LIGHT
 DX1884'TO A FROG SWITCH.  SET ON TOP OF A CONCRETE POST 0.1 OF A FOOT
 DX1884'BELOW THE GROUND SURFACE AND ABOUT 1.5 FEET LOWER THAN THE
 DX1884'MAIN RAILROAD TRACK.
 DX1884
 DX1884                          STATION RECOVERY (2006)
 DX1884
 DX1884'RECOVERY NOTE BY US POWER SQUADRON 2006 (EBS)
 DX1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1904 ***********************************************************************
 DX1904  DESIGNATION -  3 B 85
 DX1904  PID         -  DX1904
 DX1904  STATE/COUNTY-  CA/ORANGE
 DX1904  USGS QUAD   -  TUSTIN (1981)
 DX1904
 DX1904                         *CURRENT SURVEY CONTROL
 DX1904  ___________________________________________________________________
 DX1904* NAD 83(1986)-  33 44 45.     (N)    117 51 17.     (W)     SCALED    
 DX1904* NAVD 88     -        39.53   (+/-2cm)     129.7    (feet)  VERTCON   
 DX1904  ___________________________________________________________________
 DX1904  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1904  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1904
 DX1904.The horizontal coordinates were scaled from a topographic map and have
 DX1904.an estimated accuracy of +/- 6 seconds.
 DX1904
 DX1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1904.The vertical order pertains to the NGVD 29 superseded value.
 DX1904
 DX1904.The geoid height was determined by GEOID03.
 DX1904
 DX1904;                    North         East    Units  Estimated Accuracy
 DX1904;SPC CA 6     -   676,280.    1,851,320.      MT  (+/- 180 meters Scaled)
 DX1904
 DX1904                          SUPERSEDED SURVEY CONTROL
 DX1904
 DX1904  NGVD 29 (??/??/92)   38.81   (m)          127.3    (f) COMPUTED    1 1
 DX1904
 DX1904.Superseded values are not recommended for survey control.
 DX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1904.See file dsdata.txt to determine how the superseded data were derived.
 DX1904
 DX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT208343(NAD 83)
 DX1904_MARKER: DD = SURVEY DISK
 DX1904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1904_SP_SET: BRIDGE ABUTMENT
 DX1904_STAMPING: 3B-85-73
 DX1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1904
 DX1904  HISTORY     - Date     Condition        Report By
 DX1904  HISTORY     - 1973     MONUMENTED       CA-059
 DX1904
 DX1904                          STATION DESCRIPTION
 DX1904
 DX1904'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1904'IN SANTA ANA.
 DX1904'0.1 OF A MILE SOUTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 DX1904'FE RAILROAD FROM THE RAILROAD STATION AT SANTA ANA TO A CONCRETE
 DX1904'OVERCROSSING OF FIRST STREET, 47 FEET WESTERLY OF THE CENTERLINE
 DX1904'OF THE MAIN TRACK, 40 FEET SOUTHERLY OF A TELEPHONE POLE (NO
 DX1904'NUMBER), AT THE WEST CORNER OF A TRIANGULAR ABUTMENT FOR BRIDGE
 DX1904'OVERCROSSING OF FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2207 ***********************************************************************
 DX2207  DESIGNATION -  3 B 86
 DX2207  PID         -  DX2207
 DX2207  STATE/COUNTY-  CA/ORANGE
 DX2207  USGS QUAD   -  ORANGE (1981)
 DX2207
 DX2207                         *CURRENT SURVEY CONTROL
 DX2207  ___________________________________________________________________
 DX2207* NAD 83(1986)-  33 45 07.     (N)    117 51 20.     (W)     SCALED    
 DX2207* NAVD 88     -        42.72   (+/-2cm)     140.2    (feet)  VERTCON   
 DX2207  ___________________________________________________________________
 DX2207  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX2207  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2207
 DX2207.The horizontal coordinates were scaled from a topographic map and have
 DX2207.an estimated accuracy of +/- 6 seconds.
 DX2207
 DX2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2207.The vertical order pertains to the NGVD 29 superseded value.
 DX2207
 DX2207.The geoid height was determined by GEOID03.
 DX2207
 DX2207;                    North         East    Units  Estimated Accuracy
 DX2207;SPC CA 6     -   676,960.    1,851,250.      MT  (+/- 180 meters Scaled)
 DX2207
 DX2207                          SUPERSEDED SURVEY CONTROL
 DX2207
 DX2207  NGVD 29 (??/??/92)   42.00   (m)          137.8    (f) COMPUTED    1 1
 DX2207
 DX2207.Superseded values are not recommended for survey control.
 DX2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2207.See file dsdata.txt to determine how the superseded data were derived.
 DX2207
 DX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207349(NAD 83)
 DX2207_MARKER: DD = SURVEY DISK
 DX2207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2207_SP_SET: CATCH BASIN
 DX2207_STAMPING: 3B-86-73
 DX2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2207
 DX2207  HISTORY     - Date     Condition        Report By
 DX2207  HISTORY     - 1973     MONUMENTED       CA-059
 DX2207
 DX2207                          STATION DESCRIPTION
 DX2207
 DX2207'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX2207'IN SANTA ANA.
 DX2207'0.4 OF A MILE ALONG THE RAILROAD TRACK OF THE ATCHISON, TOPEKA
 DX2207'AND SANTA FE RAILROAD COMPANY FROM THE SANTA ANA STATION IN THE
 DX2207'NORTHWEST DIRECTION AND 6 FEET FROM THE WEST RAIL, 30 FEET
 DX2207'NORTHWEST FROM THE CENTERLINE OF FRUIT STREET, 35 FEET NORTHEAST
 DX2207'OF POWER POLE NO. 17472026E, 35 FEET FROM THE SOUTH CORNER OF
 DX2207'THE SURVEY FIELD OFFICE BUILDING, ON THE NORTHEAST CORNER OF A
 DX2207'4.5 FOOT BY 4.5 FOOT CATCH BASIN AND 5 INCHES FROM THE END AND
 DX2207'2 FEET BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0422 ***********************************************************************
 DW0422  DESIGNATION -  3 B MWDSC
 DW0422  PID         -  DW0422
 DW0422  STATE/COUNTY-  CA/RIVERSIDE
 DW0422  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0422
 DW0422                         *CURRENT SURVEY CONTROL
 DW0422  ___________________________________________________________________
 DW0422* NAD 83(1986)-  33 42 06.     (N)    115 32 35.     (W)     SCALED    
 DW0422* NAVD 88     -       427.812  (meters)    1403.58   (feet)  ADJUSTED  
 DW0422  ___________________________________________________________________
 DW0422  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW0422  DYNAMIC HT  -         427.315 (meters)    1401.95  (feet)  COMP
 DW0422  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 DW0422
 DW0422  VERT ORDER  -  FIRST     CLASS I
 DW0422
 DW0422.The horizontal coordinates were scaled from a topographic map and have
 DW0422.an estimated accuracy of +/- 6 seconds.
 DW0422
 DW0422.The orthometric height was determined by differential leveling
 DW0422.and adjusted in June 1991.
 DW0422
 DW0422.The geoid height was determined by GEOID03.
 DW0422
 DW0422.The dynamic height is computed by dividing the NAVD 88
 DW0422.geopotential number by the normal gravity value computed on the
 DW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0422.degrees latitude (g = 980.6199 gals.).
 DW0422
 DW0422.The modeled gravity was interpolated from observed gravity values.
 DW0422
 DW0422;                    North         East    Units  Estimated Accuracy
 DW0422;SPC CA 6     -   670,460.    2,065,540.      MT  (+/- 180 meters Scaled)
 DW0422
 DW0422                          SUPERSEDED SURVEY CONTROL
 DW0422
 DW0422  NGVD 29 (??/??/92)  427.102  (m)         1401.25   (f) ADJ UNCH    1 1
 DW0422
 DW0422.Superseded values are not recommended for survey control.
 DW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0422.See file dsdata.txt to determine how the superseded data were derived.
 DW0422
 DW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT350300(NAD 83)
 DW0422_MARKER: DD = SURVEY DISK
 DW0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0422+STABILITY: SURFACE MOTION
 DW0422
 DW0422  HISTORY     - Date     Condition        Report By
 DW0422  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0422  HISTORY     - 1931     GOOD             MWDSC
 DW0422  HISTORY     - 1976     GOOD             NGS
 DW0422  HISTORY     - 1978     GOOD             NGS
 DW0422
 DW0422                          STATION DESCRIPTION
 DW0422
 DW0422'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0422'8 MI W FROM DESERT CENTER.
 DW0422'4.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0422'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 1500 FEET NORTH OF THE
 DW0422'HIGHWAY, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 DW0422'OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DW0422'POST.  NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A 1-INCH
 DW0422'BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED
 DW0422'AT ONE CORNER.
 DW0422
 DW0422                          STATION RECOVERY (1976)
 DW0422
 DW0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0422'5.4 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION AT
 DW0422'HAYFIELD THENCE 0.15 MILES NORTH INTO THE DESERT 0.15 MILES NORTHWEST
 DW0422'OF A SIPHON TUNNEL, SURROUNDED BY A 4 FT. BY 4 FT. SLAT FENCE.
 DW0422
 DW0422                          STATION RECOVERY (1978)
 DW0422
 DW0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0423 ***********************************************************************
 DW0423  DESIGNATION -  3 C MWDSC
 DW0423  PID         -  DW0423
 DW0423  STATE/COUNTY-  CA/RIVERSIDE
 DW0423  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0423
 DW0423                         *CURRENT SURVEY CONTROL
 DW0423  ___________________________________________________________________
 DW0423* NAD 83(1986)-  33 42 42.     (N)    115 31 42.     (W)     SCALED    
 DW0423* NAVD 88     -       419.005  (meters)    1374.69   (feet)  ADJUSTED  
 DW0423  ___________________________________________________________________
 DW0423  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0423  DYNAMIC HT  -         418.520 (meters)    1373.09  (feet)  COMP
 DW0423  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 DW0423
 DW0423  VERT ORDER  -  FIRST     CLASS I
 DW0423
 DW0423.The horizontal coordinates were scaled from a topographic map and have
 DW0423.an estimated accuracy of +/- 6 seconds.
 DW0423
 DW0423.The orthometric height was determined by differential leveling
 DW0423.and adjusted in June 1991.
 DW0423
 DW0423.The geoid height was determined by GEOID03.
 DW0423
 DW0423.The dynamic height is computed by dividing the NAVD 88
 DW0423.geopotential number by the normal gravity value computed on the
 DW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0423.degrees latitude (g = 980.6199 gals.).
 DW0423
 DW0423.The modeled gravity was interpolated from observed gravity values.
 DW0423
 DW0423;                    North         East    Units  Estimated Accuracy
 DW0423;SPC CA 6     -   671,580.    2,066,890.      MT  (+/- 180 meters Scaled)
 DW0423
 DW0423                          SUPERSEDED SURVEY CONTROL
 DW0423
 DW0423  NGVD 29 (??/??/92)  418.296  (m)         1372.36   (f) ADJ UNCH    1 1
 DW0423
 DW0423.Superseded values are not recommended for survey control.
 DW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0423.See file dsdata.txt to determine how the superseded data were derived.
 DW0423
 DW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT363311(NAD 83)
 DW0423_MARKER: DD = SURVEY DISK
 DW0423_SETTING: 80 = SET IN A BOULDER
 DW0423_SP_SET: BOULDER
 DW0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0423+STABILITY: SURFACE MOTION
 DW0423
 DW0423  HISTORY     - Date     Condition        Report By
 DW0423  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0423  HISTORY     - 1931     GOOD             MWDSC
 DW0423  HISTORY     - 1976     GOOD             NGS
 DW0423  HISTORY     - 1978     GOOD             NGS
 DW0423
 DW0423                          STATION DESCRIPTION
 DW0423
 DW0423'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0423'7 MI W FROM DESERT CENTER.
 DW0423'ABOUT 5 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0423'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 2500 FEET NORTHWEST OF
 DW0423'THE HIGHWAY, ABOUT 300 FEET SOUTH OF THE LOS ANGELES WATER
 DW0423'DEPARTMENT TRIANGULATION STATION NECESSITY, AT THE SOUTH BASE
 DW0423'OF A ROCKY RIDGE, 10 FEET ABOVE A WASH, AND IN A BOULDER.  A
 DW0423'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0423'DISK, MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH
 DW0423'BY 2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0423
 DW0423                          STATION RECOVERY (1976)
 DW0423
 DW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0423'6.4 MILES EAST ALONG AQUEDUCT AND AQUEDUCT ROAD FROM THE PUMPING
 DW0423'STATION AT HAYFIELD, 0.05 MILES EAST OF A HIGH TENSION TOWER AND THE
 DW0423'SOUTH END OF THE WEST EAGLE MOUNTAIN TUNNEL, 250 FT. NORTH OF THE
 DW0423'CENTER OF THE AQUEDUCT ROAD, IN THE SOUTHWEST CORNER AND AT THE BASE
 DW0423'OF A 30 FT. HIGH ROCKY KNOLL WHICH PROJECTS 50 YARDS SOUTH OF THE
 DW0423'MAIN BASE OF THE MOUNTAINS.
 DW0423
 DW0423                          STATION RECOVERY (1978)
 DW0423
 DW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0394 ***********************************************************************
 DY0394  DESIGNATION -  3 C OF LB
 DY0394  PID         -  DY0394
 DY0394  STATE/COUNTY-  CA/LOS ANGELES
 DY0394  USGS QUAD   -  LONG BEACH (1981)
 DY0394
 DY0394                         *CURRENT SURVEY CONTROL
 DY0394  ___________________________________________________________________
 DY0394* NAD 83(1986)-  33 46 00.     (N)    118 10 59.     (W)     SCALED    
 DY0394* NAVD 88     -        11.60   (+/-2cm)      38.1    (feet)  VERTCON   
 DY0394  ___________________________________________________________________
 DY0394  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0394
 DY0394.The horizontal coordinates were scaled from a topographic map and have
 DY0394.an estimated accuracy of +/- 6 seconds.
 DY0394
 DY0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0394.The vertical order pertains to the NGVD 29 superseded value.
 DY0394
 DY0394.The geoid height was determined by GEOID03.
 DY0394
 DY0394;                    North         East    Units  Estimated Accuracy
 DY0394;SPC CA 5     -   529,600.    1,983,040.      MT  (+/- 180 meters Scaled)
 DY0394
 DY0394                          SUPERSEDED SURVEY CONTROL
 DY0394
 DY0394  NGVD 29 (??/??/92)   10.786  (m)           35.39   (f) ADJ UNCH    1 2
 DY0394
 DY0394.Superseded values are not recommended for survey control.
 DY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0394.See file dsdata.txt to determine how the superseded data were derived.
 DY0394
 DY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT904369(NAD 83)
 DY0394_MARKER: DD = SURVEY DISK
 DY0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0394_STAMPING: B M NO 3
 DY0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0394+STABILITY: SURFACE MOTION
 DY0394
 DY0394  HISTORY     - Date     Condition        Report By
 DY0394  HISTORY     - UNK      MONUMENTED       CA1970
 DY0394  HISTORY     - 1954     GOOD             NGS
 DY0394  HISTORY     - 1965     GOOD             NGS
 DY0394  HISTORY     - 20070412 MARK NOT FOUND   GEOCAC
 DY0394
 DY0394                          STATION DESCRIPTION
 DY0394
 DY0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0394'AT LONG BEACH.
 DY0394'AT LONG BEACH, 0.4 MILE EAST ALONG OCEAN BOULEVARD FROM THE
 DY0394'JUNCTION OF AMERICAN AVENUE, AT THE INTERSECTION OF ALAMITOS
 DY0394'AVENUE, IN THE CONCRETE DRIVEWAY OF A UNION OIL SERVICE STATION,
 DY0394'16.9 FEET EAST OF THE EAST CURB OF THE AVENUE, 9.7 FEET NORTH
 DY0394'OF THE NORTH CURB OF THE BOULEVARD, 1.2 FEET UNDERGROUND, AND SET
 DY0394'IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH
 DY0394'A 5-INCH METAL PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0394
 DY0394                          STATION RECOVERY (1965)
 DY0394
 DY0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0394'RECOVERED IN GOOD CONDITION.
 DY0394
 DY0394                          STATION RECOVERY (2007)
 DY0394
 DY0394'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0394'MARK APPEARS TO BE LOST.  RECOVERED A MARK FLUSH WITH THE SIDEWALK
 DY0394'STAMPED C.L.B.B.M. 3 1974 R.C.E. 9675.  THE ORIGINAL MARK AND WELL
 DY0394'SEEM TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0840 ***********************************************************************
 GU0840  DESIGNATION -  3 C USGS
 GU0840  PID         -  GU0840
 GU0840  STATE/COUNTY-  CA/FRESNO
 GU0840  USGS QUAD   -  LEVIS (1984)
 GU0840
 GU0840                         *CURRENT SURVEY CONTROL
 GU0840  ___________________________________________________________________
 GU0840* NAD 83(1986)-  36 30 54.     (N)    120 23 22.     (W)     SCALED    
 GU0840* NAVD 88     -       119.16   (+/-2cm)     390.9    (feet)  VERTCON   
 GU0840  ___________________________________________________________________
 GU0840  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0840  VERT ORDER  -  THIRD (See Below)
 GU0840
 GU0840.The horizontal coordinates were scaled from a topographic map and have
 GU0840.an estimated accuracy of +/- 6 seconds.
 GU0840
 GU0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0840.The vertical order pertains to the NGVD 29 superseded value.
 GU0840
 GU0840.The geoid height was determined by GEOID03.
 GU0840
 GU0840;                    North         East    Units  Estimated Accuracy
 GU0840;SPC CA 4     -   632,020.    1,875,550.      MT  (+/- 180 meters Scaled)
 GU0840
 GU0840                          SUPERSEDED SURVEY CONTROL
 GU0840
 GU0840  NGVD 29 (??/??/??)  118.31   (m)          388.2    (f) RESET       3  
 GU0840
 GU0840.Superseded values are not recommended for survey control.
 GU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0840.See file dsdata.txt to determine how the superseded data were derived.
 GU0840
 GU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF337442(NAD 83)
 GU0840_MARKER: B = BOLT
 GU0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0840+STABILITY: SURFACE MOTION
 GU0840
 GU0840  HISTORY     - Date     Condition        Report By
 GU0840  HISTORY     - UNK      MONUMENTED       USGS
 GU0840  HISTORY     - 1957     GOOD             NGS
 GU0840  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0840
 GU0840                          STATION DESCRIPTION
 GU0840
 GU0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU0840'16.6 MI S FROM MENDOTA.
 GU0840'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN
 GU0840'PACIFIC COMPANY RAILROAD STATION AT MENDOTA, THENCE 15.9 MILES
 GU0840'SOUTH ALONG STATE HIGHWAY 33, IN R 14 E, T 16 S, S 25, AT U.S.
 GU0840'GEOLOGICAL SURVEY TEST PLOT C, ABOUT 0.1 MILE SOUTHWEST OF THE
 GU0840'INTERSECTION OF CONEJO AVENUE, 442 FEET WEST OF THE CENTER
 GU0840'LINE OF THE HIGHWAY, 787 FEET SOUTH OF THE CENTER LINE OF THE
 GU0840'AVENUE, 334 FEET SOUTH OF THE CENTER ROD OF THE TEST PLOT,
 GU0840'138.1 FEET SOUTH OF BENCH MARK 2 C (USGS), AND SET IN THE TOP
 GU0840'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 GU0840
 GU0840                          STATION RECOVERY (1963)
 GU0840
 GU0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0624 ***********************************************************************
 KS0624  DESIGNATION -  3 CAHD
 KS0624  PID         -  KS0624
 KS0624  STATE/COUNTY-  CA/BUTTE
 KS0624  USGS QUAD   -  PULGA (1994)
 KS0624
 KS0624                         *CURRENT SURVEY CONTROL
 KS0624  ___________________________________________________________________
 KS0624* NAD 83(1986)-  39 45 20.     (N)    121 28 56.     (W)     SCALED    
 KS0624* NAVD 88     -       655.289  (meters)    2149.89   (feet)  ADJUSTED  
 KS0624  ___________________________________________________________________
 KS0624  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 KS0624  DYNAMIC HT  -         654.838 (meters)    2148.41  (feet)  COMP
 KS0624  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 KS0624
 KS0624  VERT ORDER  -  FIRST     CLASS II
 KS0624
 KS0624.The horizontal coordinates were scaled from a topographic map and have
 KS0624.an estimated accuracy of +/- 6 seconds.
 KS0624
 KS0624.The orthometric height was determined by differential leveling
 KS0624.and adjusted in June 1991.
 KS0624
 KS0624.The geoid height was determined by GEOID03.
 KS0624
 KS0624.The dynamic height is computed by dividing the NAVD 88
 KS0624.geopotential number by the normal gravity value computed on the
 KS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0624.degrees latitude (g = 980.6199 gals.).
 KS0624
 KS0624.The modeled gravity was interpolated from observed gravity values.
 KS0624
 KS0624;                    North         East    Units  Estimated Accuracy
 KS0624;SPC CA 2     -   732,010.    2,044,370.      MT  (+/- 180 meters Scaled)
 KS0624
 KS0624                          SUPERSEDED SURVEY CONTROL
 KS0624
 KS0624  NGVD 29 (??/??/??)  654.525  (m)         2147.39   (f) ADJUSTED    1 2
 KS0624
 KS0624.Superseded values are not recommended for survey control.
 KS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0624.See file dsdata.txt to determine how the superseded data were derived.
 KS0624
 KS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK300017(NAD 83)
 KS0624_MARKER: DD = SURVEY DISK
 KS0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0624_SP_SET: CULVERT
 KS0624_STAMPING: 2154.88 3
 KS0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0624+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS0624
 KS0624  HISTORY     - Date     Condition        Report By
 KS0624  HISTORY     - UNK      MONUMENTED       CADH
 KS0624  HISTORY     - 1952     GOOD             NGS
 KS0624  HISTORY     - 1974     GOOD             USGS
 KS0624  HISTORY     - 20040324 GOOD             CADT
 KS0624
 KS0624                          STATION DESCRIPTION
 KS0624
 KS0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0624'5 MI SW FROM PULGA.
 KS0624'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0624'PULGA, THENCE 4.35 MILES SOUTHWEST ALONG STATE HIGHWAY 24,
 KS0624'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 KS0624'HEADWALL OF HIGHWAY CULVERT NO. C 78+34.75, 25 1/2 FEET NORTHWEST
 KS0624'OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTHWEST OF THE
 KS0624'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF THE CULVERT,
 KS0624'AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24
 KS0624'IS NOW U.S. HIGHWAY 40 ALTERNATE.  NOTE-- 1974 U.S. HIGHWAY 40
 KS0624'IS NOW STATE HIGHWAY 70.
 KS0624
 KS0624                          STATION RECOVERY (1974)
 KS0624
 KS0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0624'RECOVERED IN GOOD CONDITION.
 KS0624
 KS0624                          STATION RECOVERY (2004)
 KS0624
 KS0624'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1035 ***********************************************************************
 DC1035  DESIGNATION -  3 CSPC
 DC1035  PID         -  DC1035
 DC1035  STATE/COUNTY-  CA/SAN DIEGO
 DC1035  USGS QUAD   -  LA JOLLA (1975)
 DC1035
 DC1035                         *CURRENT SURVEY CONTROL
 DC1035  ___________________________________________________________________
 DC1035* NAD 83(1986)-  32 45 21.     (N)    117 13 12.     (W)     SCALED    
 DC1035* NAVD 88     -         3.35   (+/-2cm)      11.0    (feet)  VERTCON   
 DC1035  ___________________________________________________________________
 DC1035  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DC1035  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1035
 DC1035.The horizontal coordinates were scaled from a topographic map and have
 DC1035.an estimated accuracy of +/- 6 seconds.
 DC1035
 DC1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1035.The vertical order pertains to the NGVD 29 superseded value.
 DC1035
 DC1035.The geoid height was determined by GEOID03.
 DC1035
 DC1035;                    North         East    Units  Estimated Accuracy
 DC1035;SPC CA 6     -   565,760.    1,909,100.      MT  (+/- 180 meters Scaled)
 DC1035
 DC1035                          SUPERSEDED SURVEY CONTROL
 DC1035
 DC1035  NGVD 29 (??/??/??)    2.708  (m)            8.88   (f) ADJUSTED    1 2
 DC1035
 DC1035.Superseded values are not recommended for survey control.
 DC1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1035.See file dsdata.txt to determine how the superseded data were derived.
 DC1035
 DC1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS793242(NAD 83)
 DC1035_MARKER: Z = SEE DESCRIPTION
 DC1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1035_SP_SET: CULVERT
 DC1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1035
 DC1035  HISTORY     - Date     Condition        Report By
 DC1035  HISTORY     - UNK      MONUMENTED       CASPC
 DC1035  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1035
 DC1035                          STATION DESCRIPTION
 DC1035
 DC1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1035'4.4 MI NW FROM SAN DIEGO.
 DC1035'ON THE MISSION BAY CAUSEWAY, 160 FEET NORTH OF THE NORTH EDGE OF
 DC1035'WEST POINT LOMA BOULEVARD, AT A TRIPLE BOX CULVERT UNDER THE
 DC1035'MISSION BAY CAUSEWAY, AND IN THE TOP OF THE WEST HEADWALL.  A
 DC1035'BRASS PLUG.  NOTE-- THE TRIPLE CONCRETE BOX CULVERT COULD NOT
 DC1035'BE LOCATED, MARK WAS PROBABLY DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0424 ***********************************************************************
 DW0424  DESIGNATION -  3 D MWDSC
 DW0424  PID         -  DW0424
 DW0424  STATE/COUNTY-  CA/RIVERSIDE
 DW0424  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0424
 DW0424                         *CURRENT SURVEY CONTROL
 DW0424  ___________________________________________________________________
 DW0424* NAD 83(1986)-  33 42 48.     (N)    115 31 09.     (W)     SCALED    
 DW0424* NAVD 88     -       422.272  (meters)    1385.40   (feet)  ADJUSTED  
 DW0424  ___________________________________________________________________
 DW0424  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0424  DYNAMIC HT  -         421.784 (meters)    1383.80  (feet)  COMP
 DW0424  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 DW0424  OBS GRAVITY -     979,470.2   (mgal)                       GRAV_OBS
 DW0424
 DW0424  VERT ORDER  -  FIRST     CLASS I
 DW0424
 DW0424.The horizontal coordinates were scaled from a topographic map and have
 DW0424.an estimated accuracy of +/- 6 seconds.
 DW0424
 DW0424.The orthometric height was determined by differential leveling
 DW0424.and adjusted in June 1991.
 DW0424
 DW0424.The geoid height was determined by GEOID03.
 DW0424
 DW0424.The dynamic height is computed by dividing the NAVD 88
 DW0424.geopotential number by the normal gravity value computed on the
 DW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0424.degrees latitude (g = 980.6199 gals.).
 DW0424
 DW0424.The modeled gravity was interpolated from observed gravity values.
 DW0424.The observed gravity was obtained from relative gravimeter ties
 DW0424.to the IGSN71 gravity network.
 DW0424
 DW0424;                    North         East    Units  Estimated Accuracy
 DW0424;SPC CA 6     -   671,770.    2,067,740.      MT  (+/- 180 meters Scaled)
 DW0424
 DW0424                          SUPERSEDED SURVEY CONTROL
 DW0424
 DW0424  NGVD 29 (??/??/92)  421.564  (m)         1383.08   (f) ADJ UNCH    1 1
 DW0424
 DW0424.Superseded values are not recommended for survey control.
 DW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0424.See file dsdata.txt to determine how the superseded data were derived.
 DW0424
 DW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT372313(NAD 83)
 DW0424_MARKER: DD = SURVEY DISK
 DW0424_SETTING: 66 = SET IN ROCK OUTCROP
 DW0424_SP_SET: BEDROCK
 DW0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0424+STABILITY: POSITION/ELEVATION WELL
 DW0424
 DW0424  HISTORY     - Date     Condition        Report By
 DW0424  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0424  HISTORY     - 1931     GOOD             MWDSC
 DW0424  HISTORY     - 1976     GOOD             NGS
 DW0424  HISTORY     - 1978     GOOD             NGS
 DW0424
 DW0424                          STATION DESCRIPTION
 DW0424
 DW0424'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0424'6.5 MI W FROM DESERT CENTER.
 DW0424'5.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0424'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 2500 FEET NORTH OF THE
 DW0424'HIGHWAY, AT THE SOUTHEAST BASE OF A ROCKY CLIFF, WEST OF A SMALL,
 DW0424'STEEP ALLUVIAL FAN, ABOUT 8 FEET ABOVE THE HEAD OF A SANDY WASH,
 DW0424'AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0424'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0424'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0424'ARM AND A RED FLAG.
 DW0424
 DW0424                          STATION RECOVERY (1976)
 DW0424
 DW0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0424'7.0 MILES EAST ALONG THE AQUEDUCT FROM THE HAYFIELD PUMPING STATION AT
 DW0424'HAYFIELD, 100 YARDS NORTH OF THE CENTER OF THE AQUEDUCT ROAD, IN THE
 DW0424'SOUTHEAST CORNER OF A STEEP BLUFF AT THE BASE OF THE BASE OF THE
 DW0424'MOUNTAIN RANGE, 0.1 MILES WEST OF A HIGH TENSION TOWER, 0.8 MILES EAST
 DW0424'OF THE SOUTH ENTRANCE OF THE WEST EAGLE MOUNTAIN TUNNEL.
 DW0424
 DW0424                          STATION RECOVERY (1978)
 DW0424
 DW0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7035 ***********************************************************************
 EW7035  DESIGNATION -  3 DBK
 EW7035  PID         -  EW7035
 EW7035  STATE/COUNTY-  CA/LOS ANGELES
 EW7035  USGS QUAD   -  LEBEC (1991)
 EW7035
 EW7035                         *CURRENT SURVEY CONTROL
 EW7035  ___________________________________________________________________
 EW7035* NAD 83(1986)-  34 45 40.     (N)    118 46 48.     (W)     SCALED    
 EW7035* NAVD 88     -      1015.694  (meters)    3332.32   (feet)  ADJUSTED  
 EW7035  ___________________________________________________________________
 EW7035  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EW7035  DYNAMIC HT  -        1014.481 (meters)    3328.34  (feet)  COMP
 EW7035  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 EW7035
 EW7035  VERT ORDER  -  FIRST     CLASS II
 EW7035
 EW7035.The horizontal coordinates were scaled from a topographic map and have
 EW7035.an estimated accuracy of +/- 6 seconds.
 EW7035
 EW7035.The orthometric height was determined by differential leveling
 EW7035.and adjusted in June 1991.
 EW7035
 EW7035.The geoid height was determined by GEOID03.
 EW7035
 EW7035.The dynamic height is computed by dividing the NAVD 88
 EW7035.geopotential number by the normal gravity value computed on the
 EW7035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7035.degrees latitude (g = 980.6199 gals.).
 EW7035
 EW7035.The modeled gravity was interpolated from observed gravity values.
 EW7035
 EW7035;                    North         East    Units  Estimated Accuracy
 EW7035;SPC CA 5     -   640,170.    1,928,600.      MT  (+/- 180 meters Scaled)
 EW7035
 EW7035                          SUPERSEDED SURVEY CONTROL
 EW7035
 EW7035.No superseded survey control is available for this station.
 EW7035
 EW7035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU370479(NAD 83)
 EW7035_MARKER: DB = BENCH MARK DISK
 EW7035_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW7035_SP_SET: CONCRETE AQUEDUCT
 EW7035_STAMPING: 3 DBK 1983
 EW7035_MARK LOGO: USGS  
 EW7035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7035
 EW7035  HISTORY     - Date     Condition        Report By
 EW7035  HISTORY     - 1983     MONUMENTED       USGS
 EW7035  HISTORY     - 1984     GOOD             NGS
 EW7035  HISTORY     - 1985     GOOD             NGS
 EW7035  HISTORY     - 1986     GOOD             NGS
 EW7035  HISTORY     - 1987     GOOD             NGS
 EW7035
 EW7035                          STATION DESCRIPTION
 EW7035
 EW7035'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7035'5.5 MI ESE FROM GORMAN.
 EW7035'4 MI ESE ALONG GORMAN-POST ROAD FROM GORMAN TO STATE HWY 138, THENCE
 EW7035'0.5 MI EAST ALONG HWY 138 TO THE MAIN CANAL OF AQUEDUCT CROSSING,
 EW7035'THENCE 1.0 MI SSW ALONG SOUTHEASTERLY SERVICE ROAD TO MARK.  0.1 MI
 EW7035'NORTH OF JCT OF FENCE CORNER, POWER LINE ANGLE AND GATE, 53.0 FT WEST
 EW7035'OF WEST EDGE OF CONCRETE DRAINAGE CANAL, LEVEL WITH ROAD.  SET IN
 EW7035'EASTERN LINING OF AQUEDUCT.
 EW7035
 EW7035                          STATION RECOVERY (1984)
 EW7035
 EW7035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7035'RECOVERED IN GOOD CONDITION.
 EW7035
 EW7035                          STATION RECOVERY (1985)
 EW7035
 EW7035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7035'RECOVERED IN GOOD CONDITION.
 EW7035
 EW7035                          STATION RECOVERY (1986)
 EW7035
 EW7035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7035'RECOVERED IN GOOD CONDITION.
 EW7035
 EW7035                          STATION RECOVERY (1987)
 EW7035
 EW7035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1021 ***********************************************************************
 DB1021  DESIGNATION -  3 DOR USGS
 DB1021  PID         -  DB1021
 DB1021  STATE/COUNTY-  CA/IMPERIAL
 DB1021  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB1021
 DB1021                         *CURRENT SURVEY CONTROL
 DB1021  ___________________________________________________________________
 DB1021* NAD 83(1986)-  32 43 56.     (N)    115 43 22.     (W)     SCALED    
 DB1021* NAVD 88     -        -6.975  (meters)     -22.88   (feet)  READJUSTED
 DB1021  ___________________________________________________________________
 DB1021  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB1021  DYNAMIC HT  -          -6.970 (meters)     -22.87  (feet)  COMP
 DB1021  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 DB1021  OBS GRAVITY -     979,507.2   (mgal)                       GRAV_OBS
 DB1021
 DB1021  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB1021
 DB1021.The horizontal coordinates were scaled from a topographic map and have
 DB1021.an estimated accuracy of +/- 6 seconds.
 DB1021
 DB1021.The orthometric height was determined by differential leveling
 DB1021.and adjusted in January 1995.
 DB1021.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB1021.distribution rate of 2.1 thru 3.0 mm/km.
 DB1021.The height was derived from older observations constrained to new
 DB1021.heights in a crustal motion area.  The height is approximate in
 DB1021.relation to other heights in its vicinity.
 DB1021
 DB1021.The geoid height was determined by GEOID03.
 DB1021
 DB1021.The dynamic height is computed by dividing the NAVD 88
 DB1021.geopotential number by the normal gravity value computed on the
 DB1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1021.degrees latitude (g = 980.6199 gals.).
 DB1021
 DB1021.The modeled gravity was interpolated from observed gravity values.
 DB1021.The observed gravity was obtained from relative gravimeter ties
 DB1021.to the IGSN71 gravity network.
 DB1021
 DB1021;                    North         East    Units  Estimated Accuracy
 DB1021;SPC CA 6     -   562,850.    2,049,420.      MT  (+/- 180 meters Scaled)
 DB1021
 DB1021                          SUPERSEDED SURVEY CONTROL
 DB1021
 DB1021  NAVD 88 (02/01/93)   -6.968  (m)          -22.86   (f) UNKNOWN     1 1
 DB1021  NGVD 29 (??/??/92)   -7.699  (m)          -25.26   (f) ADJ UNCH    1 1
 DB1021
 DB1021.Superseded values are not recommended for survey control.
 DB1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1021.See file dsdata.txt to determine how the superseded data were derived.
 DB1021
 DB1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS196223(NAD 83)
 DB1021_MARKER: DD = SURVEY DISK
 DB1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1021_STAMPING: 3 DOR 1978
 DB1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1021
 DB1021  HISTORY     - Date     Condition        Report By
 DB1021  HISTORY     - 1978     MONUMENTED       USGS
 DB1021  HISTORY     - 1981     GOOD             IID
 DB1021
 DB1021                          STATION DESCRIPTION
 DB1021
 DB1021'DESCRIBED BY IMPERIAL IRRIGATION DISTRICT 1981
 DB1021'6.0 MI SW FROM SEELEY.
 DB1021'ABOUT 3.5 MILES SOUTH ALONG DREW ROAD TO WIXOM ROAD FROM EVAN HEWES
 DB1021'HIGHWAY IN SEELEY, THENCE ABOUT 1.4 MILES WEST ALONG WIXOM ROAD TO
 DB1021'LIEBERT ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG LIEBERT ROAD TO WEST-
 DB1021'SIDE MAIN CANAL, THENCE ABOUT 0.5 MILE WEST ALONG THE NORTH BANK OF
 DB1021'WESTSIDE CANAL AND SOUTH SIDE OF FERN SIDE MAIN CANAL TO DELIVERY 12A
 DB1021'IN THE FERN SIDE MAIN CANAL, NEAR THE CENTER OF THE NORTH LINE OF THE
 DB1021'SW 1/4 OF SECTION 34, AND SET IN THE EAST UPSTREAM WINGWALL OF FERN
 DB1021'SIDE MAIN DELIVERY 12A.
 DB1021'THE MARK IS ABOVE LEVEL WITH BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0425 ***********************************************************************
 DW0425  DESIGNATION -  3 E MWDSC
 DW0425  PID         -  DW0425
 DW0425  STATE/COUNTY-  CA/RIVERSIDE
 DW0425  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0425
 DW0425                         *CURRENT SURVEY CONTROL
 DW0425  ___________________________________________________________________
 DW0425* NAD 83(1986)-  33 43 00.     (N)    115 30 32.     (W)     SCALED    
 DW0425* NAVD 88     -       416.746  (meters)    1367.27   (feet)  ADJUSTED  
 DW0425  ___________________________________________________________________
 DW0425  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW0425  DYNAMIC HT  -         416.267 (meters)    1365.70  (feet)  COMP
 DW0425  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DW0425
 DW0425  VERT ORDER  -  FIRST     CLASS I
 DW0425
 DW0425.The horizontal coordinates were scaled from a topographic map and have
 DW0425.an estimated accuracy of +/- 6 seconds.
 DW0425
 DW0425.The orthometric height was determined by differential leveling
 DW0425.and adjusted in June 1991.
 DW0425
 DW0425.The geoid height was determined by GEOID03.
 DW0425
 DW0425.The dynamic height is computed by dividing the NAVD 88
 DW0425.geopotential number by the normal gravity value computed on the
 DW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0425.degrees latitude (g = 980.6199 gals.).
 DW0425
 DW0425.The modeled gravity was interpolated from observed gravity values.
 DW0425
 DW0425;                    North         East    Units  Estimated Accuracy
 DW0425;SPC CA 6     -   672,150.    2,068,690.      MT  (+/- 180 meters Scaled)
 DW0425
 DW0425                          SUPERSEDED SURVEY CONTROL
 DW0425
 DW0425  NGVD 29 (??/??/92)  416.040  (m)         1364.96   (f) ADJ UNCH    1 1
 DW0425
 DW0425.Superseded values are not recommended for survey control.
 DW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0425.See file dsdata.txt to determine how the superseded data were derived.
 DW0425
 DW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT381317(NAD 83)
 DW0425_MARKER: DD = SURVEY DISK
 DW0425_SETTING: 66 = SET IN ROCK OUTCROP
 DW0425_SP_SET: BEDROCK
 DW0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0425+STABILITY: POSITION/ELEVATION WELL
 DW0425
 DW0425  HISTORY     - Date     Condition        Report By
 DW0425  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0425  HISTORY     - 1931     GOOD             MWDSC
 DW0425  HISTORY     - 1976     GOOD             NGS
 DW0425  HISTORY     - 1978     GOOD             NGS
 DW0425
 DW0425                          STATION DESCRIPTION
 DW0425
 DW0425'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0425'6 MI W FROM DESERT CENTER.
 DW0425'6.2 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHER
 DW0425'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 3300 FEET NORTH OF THE
 DW0425'HIGHWAY, ABOUT 1000 FEET SOUTHWEST OF A SADDLE BETWEEN EAGLE
 DW0425'MOUNTAINS AND ENTRANCE HILLS, ON THE EAST SIDE OF A ROCKY POINT,
 DW0425'EAST OF A SMALL STEEP ALLUVIAL FAN, AND IN BEDROCK.  A
 DW0425'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DW0425'MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY
 DW0425'2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0425
 DW0425                          STATION RECOVERY (1976)
 DW0425
 DW0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0425'7.6 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE HAYFIELD PUMPING
 DW0425'STATION AT HAYFIELD, AT THE EAST SIDE OF A POINT JUTTING SOUTH CAUSING
 DW0425'THE ROAD TO MAKE A SHARP TURN, THERE IS A HIGH TENSION TOWER LOCATED
 DW0425'IN THE MOUNTAIN NORTH OF THE MARK APPROXIMATELY 100 YARDS, 140 FT.
 DW0425'NORTHWEST OF THE CENTER OF THE ROAD, 120 FT. NORTH OF THE END OF THE
 DW0425'POINT.
 DW0425
 DW0425                          STATION RECOVERY (1978)
 DW0425
 DW0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1004 ***********************************************************************
 HR1004  DESIGNATION -  3 EGE
 HR1004  PID         -  HR1004
 HR1004  STATE/COUNTY-  CA/MONO
 HR1004  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1004
 HR1004                         *CURRENT SURVEY CONTROL
 HR1004  ___________________________________________________________________
 HR1004* NAD 83(1986)-  37 39 09.     (N)    118 55 19.     (W)     SCALED    
 HR1004* NAVD 88     -      2231.481  (meters)    7321.12   (feet)  ADJUSTED  
 HR1004  ___________________________________________________________________
 HR1004  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 HR1004  DYNAMIC HT  -        2228.595 (meters)    7311.65  (feet)  COMP
 HR1004  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 HR1004
 HR1004  VERT ORDER  -  FIRST     CLASS I
 HR1004
 HR1004.The horizontal coordinates were scaled from a topographic map and have
 HR1004.an estimated accuracy of +/- 6 seconds.
 HR1004
 HR1004.The orthometric height was determined by differential leveling
 HR1004.and adjusted in June 1991.
 HR1004
 HR1004.The geoid height was determined by GEOID03.
 HR1004
 HR1004.The dynamic height is computed by dividing the NAVD 88
 HR1004.geopotential number by the normal gravity value computed on the
 HR1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1004.degrees latitude (g = 980.6199 gals.).
 HR1004
 HR1004.The modeled gravity was interpolated from observed gravity values.
 HR1004
 HR1004;                    North         East    Units  Estimated Accuracy
 HR1004;SPC CA 3     -   629,080.    2,139,240.      MT  (+/- 180 meters Scaled)
 HR1004
 HR1004                          SUPERSEDED SURVEY CONTROL
 HR1004
 HR1004.No superseded survey control is available for this station.
 HR1004
 HR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB304689(NAD 83)
 HR1004_MARKER: DE = TRAVERSE STATION DISK
 HR1004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 HR1004_SP_SET: ALUMINUM ALLOY ROD
 HR1004_STAMPING: 3 EGE 1983
 HR1004_MARK LOGO: USGS  
 HR1004_PROJECTION: PROJECTING 10 CENTIMETERS
 HR1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1004+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 HR1004_ROD/PIPE-DEPTH: 25.3 meters
 HR1004
 HR1004  HISTORY     - Date     Condition        Report By
 HR1004  HISTORY     - 1983     MONUMENTED       USGS
 HR1004  HISTORY     - 1985     GOOD             USGS
 HR1004  HISTORY     - 1986     GOOD             NGS
 HR1004  HISTORY     - 1987     GOOD             NGS
 HR1004  HISTORY     - 19881009 GOOD             NGS
 HR1004  HISTORY     - 19910816 GOOD             NGS
 HR1004  HISTORY     - 20041003 GOOD             SMCSS
 HR1004
 HR1004                          STATION DESCRIPTION
 HR1004
 HR1004'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1004'RECOVERED IN GOOD CONDITION.
 HR1004
 HR1004                          STATION RECOVERY (1986)
 HR1004
 HR1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1004'7.2 KM (4.5 MI) EAST FROM MAMMOTH LAKES.
 HR1004'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HR1004'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1004'MAMMOTH LAKES, THENCE 1.50 KM (0.93 MI) NORTHWEST ALONG OLD US HIGHWAY
 HR1004'395 TO THE END OF PAVEMENT, AT A DIRT ROAD LEADING NORTH-NORTHEAST TO
 HR1004'LITTLE ANTELOPE VALLEY, 5.9 METERS (19.4 FT) SOUTHWEST OF THE EXTENDED
 HR1004'CENTER OF THE OLD HIGHWAY AND 1.1 METERS (3.6 FT) WEST OF POWER POLE
 HR1004'1937381E.
 HR1004'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 HR1004
 HR1004                          STATION RECOVERY (1987)
 HR1004
 HR1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1004'RECOVERED IN GOOD CONDITION.
 HR1004
 HR1004                          STATION RECOVERY (1988)
 HR1004
 HR1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1004'RECOVERED IN GOOD CONDITION.
 HR1004
 HR1004                          STATION RECOVERY (1991)
 HR1004
 HR1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1004'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1004'IN MAMMOTH LAKES, THENCE 1.5 KM (0.9 MI) NORTHWESTERLY ALONG OLD U.S.
 HR1004'HIGHWAY 395, AT A DIRT ROAD LEADING NORTH-NORTHEAST TO LITTLE
 HR1004'ANTELOPE VALLEY, 5.9 M (19.4 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 HR1004'THE HIGHWAY, 1.2 M (3.9 FT) SOUTHWEST OF A WITNESS POST, 1.1 M
 HR1004'(3.6 FT) WEST OF UTILITY POLE NUMBER 1937381E, AND LEVEL WITH THE
 HR1004'CENTER OF THE HIGHWAY.
 HR1004
 HR1004                          STATION RECOVERY (2004)
 HR1004
 HR1004'RECOVERY NOTE BY SMITH AND COMPANY SURVEYING SRV INC 2004 (MW)
 HR1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3507 ***********************************************************************
 DX3507  DESIGNATION -  3 F 105 77
 DX3507  PID         -  DX3507
 DX3507  STATE/COUNTY-  CA/ORANGE
 DX3507  USGS QUAD   -  TUSTIN (1981)
 DX3507
 DX3507                         *CURRENT SURVEY CONTROL
 DX3507  ___________________________________________________________________
 DX3507* NAD 83(1986)-  33 41 14.     (N)    117 51 39.     (W)     SCALED    
 DX3507* NAVD 88     -        10.444  (meters)      34.27   (feet)  READJUSTED
 DX3507  ___________________________________________________________________
 DX3507  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX3507  DYNAMIC HT  -          10.430 (meters)      34.22  (feet)  COMP
 DX3507  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 DX3507  OBS GRAVITY -     979,592.0   (mgal)                       GRAV_OBS
 DX3507
 DX3507  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX3507
 DX3507.The horizontal coordinates were scaled from a topographic map and have
 DX3507.an estimated accuracy of +/- 6 seconds.
 DX3507
 DX3507.The orthometric height was determined by differential leveling
 DX3507.and adjusted in February 1993.
 DX3507.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX3507.distribution rate of 1.1 thru 2.0 mm/km.
 DX3507.The height was derived from older observations constrained to new
 DX3507.heights in a crustal motion area.  The height is approximate in
 DX3507.relation to other heights in its vicinity.
 DX3507
 DX3507.The geoid height was determined by GEOID03.
 DX3507
 DX3507.The dynamic height is computed by dividing the NAVD 88
 DX3507.geopotential number by the normal gravity value computed on the
 DX3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3507.degrees latitude (g = 980.6199 gals.).
 DX3507
 DX3507.The modeled gravity was interpolated from observed gravity values.
 DX3507.The observed gravity was obtained from relative gravimeter ties
 DX3507.to the IGSN71 gravity network.
 DX3507
 DX3507;                    North         East    Units  Estimated Accuracy
 DX3507;SPC CA 6     -   669,790.    1,850,650.      MT  (+/- 180 meters Scaled)
 DX3507
 DX3507                          SUPERSEDED SURVEY CONTROL
 DX3507
 DX3507  NGVD 29 (??/??/92)    9.725  (m)           31.91   (f) ADJ UNCH    1 1
 DX3507
 DX3507.Superseded values are not recommended for survey control.
 DX3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3507.See file dsdata.txt to determine how the superseded data were derived.
 DX3507
 DX3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT202278(NAD 83)
 DX3507_MARKER: DD = SURVEY DISK
 DX3507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3507_SP_SET: CONCRETE VAULT
 DX3507_STAMPING: 3F-105-77
 DX3507_MARK LOGO: CA-059
 DX3507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3507
 DX3507  HISTORY     - Date     Condition        Report By
 DX3507  HISTORY     - 1977     MONUMENTED       CA-059
 DX3507  HISTORY     - 1977     GOOD             NGS
 DX3507  HISTORY     - 1988     GOOD             NGS
 DX3507  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX3507  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3507
 DX3507                          STATION DESCRIPTION
 DX3507
 DX3507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3507'1.15 MI NE FROM ORANGE COUNTY AIRPORT.
 DX3507'0.4 MILE NORTHEAST ALONG AIRPORT WAY FROM THE MISSION BEECHCRAFT
 DX3507'BUILDING, THENCE 0.4 MILE NORTHEAST ALONG MACARTHUR BOULEVARD, THENCE
 DX3507'0.35 MILE NORTHWEST ALONG MAIN STREET, 49.5 FT. SOUTHWEST OF THE
 DX3507'CENTER LINE OF A ROW OF APPROACH LIGHTS FOR THE ORANGE COUNTY AIRPORT,
 DX3507'13.3 FT. NORTHWEST OF A 7.0 FT. HIGH VENT PIPE, 3.6 FT. SOUTHWEST OF
 DX3507'THE EDGE OF THE CURB, SET IN THE NORTHEAST CORNER OF A 5 FT. BY
 DX3507'12 FT. CONCRETE VAULT FOR A PUMP OF THE COUNTY SANITATION DISTRICT.
 DX3507
 DX3507                          STATION RECOVERY (1988)
 DX3507
 DX3507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3507'RECOVERED IN GOOD CONDITION.
 DX3507
 DX3507                          STATION RECOVERY (2002)
 DX3507
 DX3507'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3507'MARK NOT FOUND.
 DX3507
 DX3507                          STATION RECOVERY (2006)
 DX3507
 DX3507'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4876 ***********************************************************************
 EW4876  DESIGNATION -  3 F 40 CAHD
 EW4876  PID         -  EW4876
 EW4876  STATE/COUNTY-  CA/LOS ANGELES
 EW4876  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4876
 EW4876                         *CURRENT SURVEY CONTROL
 EW4876  ___________________________________________________________________
 EW4876* NAD 83(1986)-  34 20 17.     (N)    118 30 52.     (W)     SCALED    
 EW4876* NAVD 88     -       502.12   (+/-2cm)    1647.4    (feet)  VERTCON   
 EW4876  ___________________________________________________________________
 EW4876  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW4876  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4876
 EW4876.The horizontal coordinates were scaled from a topographic map and have
 EW4876.an estimated accuracy of +/- 6 seconds.
 EW4876
 EW4876.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4876.The vertical order pertains to the NGVD 29 superseded value.
 EW4876
 EW4876.The geoid height was determined by GEOID03.
 EW4876
 EW4876;                    North         East    Units  Estimated Accuracy
 EW4876;SPC CA 5     -   593,080.    1,952,670.      MT  (+/- 180 meters Scaled)
 EW4876
 EW4876                          SUPERSEDED SURVEY CONTROL
 EW4876
 EW4876  NGVD 29 (??/??/92)  501.282  (m)         1644.62   (f) ADJ UNCH    1 2
 EW4876
 EW4876.Superseded values are not recommended for survey control.
 EW4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4876.See file dsdata.txt to determine how the superseded data were derived.
 EW4876
 EW4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU606006(NAD 83)
 EW4876_MARKER: DD = SURVEY DISK
 EW4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4876_STAMPING: BM 3-F-40
 EW4876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4876+STABILITY: SURFACE MOTION
 EW4876
 EW4876  HISTORY     - Date     Condition        Report By
 EW4876  HISTORY     - UNK      MONUMENTED       CADH
 EW4876  HISTORY     - 1968     GOOD
 EW4876
 EW4876                          STATION DESCRIPTION
 EW4876
 EW4876'DESCRIBED 1968
 EW4876'NEAR NEWHALL.
 EW4876'GOLDEN STATE FREEWAY-- 3.7 MILE SOUTHEAST OF JUNCTION OF LYONS
 EW4876'AVENUE AND GOLDEN STATE FREEWAY, 0.56 MILES NORTHERLY FROM THE
 EW4876'INTERSECTION OF SIERRA HIGHWAY AND SAN FERNANDO ROAD, IN THE
 EW4876'GOLDEN STATE FREEWAY RIGHT OF WAY, 85 FEET WESTERLY OF CENTER
 EW4876'LINE OF FORMER GOLDEN STATE HIGHWAY AT STATION 44+95, 50.5 FEET
 EW4876'WESTERLY OF WESTERLY EDGE OF CONCRETE PAVEMENT OF SOUTHBOUND
 EW4876'LANES OF FREEWAY.  SET IN CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3508 ***********************************************************************
 DX3508  DESIGNATION -  3 F 77 69
 DX3508  PID         -  DX3508
 DX3508  STATE/COUNTY-  CA/ORANGE
 DX3508  USGS QUAD   -  TUSTIN (1981)
 DX3508
 DX3508                         *CURRENT SURVEY CONTROL
 DX3508  ___________________________________________________________________
 DX3508* NAD 83(1986)-  33 41 07.     (N)    117 51 18.     (W)     SCALED    
 DX3508* NAVD 88     -        10.642  (meters)      34.91   (feet)  READJUSTED
 DX3508  ___________________________________________________________________
 DX3508  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DX3508  DYNAMIC HT  -          10.630 (meters)      34.88  (feet)  COMP
 DX3508  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DX3508
 DX3508  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX3508
 DX3508.The horizontal coordinates were scaled from a topographic map and have
 DX3508.an estimated accuracy of +/- 6 seconds.
 DX3508
 DX3508.The orthometric height was determined by differential leveling
 DX3508.and adjusted in February 1993.
 DX3508.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX3508.distribution rate of 1.1 thru 2.0 mm/km.
 DX3508.The height was derived from older observations constrained to new
 DX3508.heights in a crustal motion area.  The height is approximate in
 DX3508.relation to other heights in its vicinity.
 DX3508
 DX3508.The geoid height was determined by GEOID03.
 DX3508
 DX3508.The dynamic height is computed by dividing the NAVD 88
 DX3508.geopotential number by the normal gravity value computed on the
 DX3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3508.degrees latitude (g = 980.6199 gals.).
 DX3508
 DX3508.The modeled gravity was interpolated from observed gravity values.
 DX3508
 DX3508;                    North         East    Units  Estimated Accuracy
 DX3508;SPC CA 6     -   669,570.    1,851,190.      MT  (+/- 180 meters Scaled)
 DX3508
 DX3508                          SUPERSEDED SURVEY CONTROL
 DX3508
 DX3508  NGVD 29 (??/??/92)    9.922  (m)           32.55   (f) ADJ UNCH    1 1
 DX3508
 DX3508.Superseded values are not recommended for survey control.
 DX3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3508.See file dsdata.txt to determine how the superseded data were derived.
 DX3508
 DX3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT207275(NAD 83)
 DX3508_MARKER: DB = BENCH MARK DISK
 DX3508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX3508_SP_SET: RETAINING WALL
 DX3508_STAMPING: 3F-77-69
 DX3508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3508
 DX3508  HISTORY     - Date     Condition        Report By
 DX3508  HISTORY     - 1969     MONUMENTED       CA-059
 DX3508  HISTORY     - 1977     GOOD             NGS
 DX3508  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX3508  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX3508
 DX3508                          STATION DESCRIPTION
 DX3508
 DX3508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3508'0.8 MI NE FROM ORANGE COUNTY AIRPORT.
 DX3508'0.4 MILES NORTHEAST ALONG AIRPORT WAY FROM THE MISSION BEECHCRAFT
 DX3508'BUILDING, THENCE 0.4 MILE NORTHEAST ALONG MACARTHUR BOULEVARD TO
 DX3508'ITS INTERSECTION WITH MAIN STREET, 91.0 FT. SOUTHEAST OF THE
 DX3508'PROLONGATION OF THE SOUTHEAST CURB OF MACARTHUR BOULEVARD, 49 FT.
 DX3508'SOUTHWEST OF THE CENTER LINE OF MAIN STREET, SET IN THE TOP OF
 DX3508'CONCRETE RETAINING WALL, 3.0 FT. SOUTH OF THE SOUTHEAST END OF A
 DX3508'CONCRETE HEAD WALL OF A FLOOD CONTROL CHANNEL, 1.5 FT. LOWER THAN
 DX3508'THE TOP OF THE HEAD WALL.
 DX3508
 DX3508                          STATION RECOVERY (1988)
 DX3508
 DX3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3508'NOT RECOVERED.
 DX3508
 DX3508                          STATION RECOVERY (2002)
 DX3508
 DX3508'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0426 ***********************************************************************
 DW0426  DESIGNATION -  3 F MWDSC
 DW0426  PID         -  DW0426
 DW0426  STATE/COUNTY-  CA/RIVERSIDE
 DW0426  USGS QUAD   -  HAYFIELD SPRING (1986)
 DW0426
 DW0426                         *CURRENT SURVEY CONTROL
 DW0426  ___________________________________________________________________
 DW0426* NAD 83(1986)-  33 43 23.     (N)    115 30 13.     (W)     SCALED    
 DW0426* NAVD 88     -       420.138  (meters)    1378.40   (feet)  ADJUSTED  
 DW0426  ___________________________________________________________________
 DW0426  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0426  DYNAMIC HT  -         419.656 (meters)    1376.82  (feet)  COMP
 DW0426  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 DW0426
 DW0426  VERT ORDER  -  FIRST     CLASS I
 DW0426
 DW0426.The horizontal coordinates were scaled from a topographic map and have
 DW0426.an estimated accuracy of +/- 6 seconds.
 DW0426
 DW0426.The orthometric height was determined by differential leveling
 DW0426.and adjusted in June 1991.
 DW0426
 DW0426.The geoid height was determined by GEOID03.
 DW0426
 DW0426.The dynamic height is computed by dividing the NAVD 88
 DW0426.geopotential number by the normal gravity value computed on the
 DW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0426.degrees latitude (g = 980.6199 gals.).
 DW0426
 DW0426.The modeled gravity was interpolated from observed gravity values.
 DW0426
 DW0426;                    North         East    Units  Estimated Accuracy
 DW0426;SPC CA 6     -   672,860.    2,069,180.      MT  (+/- 180 meters Scaled)
 DW0426
 DW0426                          SUPERSEDED SURVEY CONTROL
 DW0426
 DW0426  NGVD 29 (??/??/92)  419.434  (m)         1376.09   (f) ADJ UNCH    1 1
 DW0426
 DW0426.Superseded values are not recommended for survey control.
 DW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0426.See file dsdata.txt to determine how the superseded data were derived.
 DW0426
 DW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT386324(NAD 83)
 DW0426_MARKER: DD = SURVEY DISK
 DW0426_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0426_SP_SET: UNSPECIFIED ROCK
 DW0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0426
 DW0426  HISTORY     - Date     Condition        Report By
 DW0426  HISTORY     - UNK      MONUMENTED       MWDSC
 DW0426  HISTORY     - 1931     GOOD             MWDSC
 DW0426  HISTORY     - 1976     GOOD             NGS
 DW0426  HISTORY     - 1978     GOOD             NGS
 DW0426
 DW0426                          STATION DESCRIPTION
 DW0426
 DW0426'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0426'5.5 MI W FROM DESERT CENTER.
 DW0426'6.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0426'RANCH ROAD AT HAYFIELD DRY LAKE, ABOUT 1 MILE NORTH OF THE
 DW0426'HIGHWAY, ABOUT 1500 FEET NORTHEAST OF A SADDLE BETWEEN EAGLE
 DW0426'MOUNTAINS AND ENTRANCE HILLS, AT THE SOUTHEAST BASE OF A ROCKY
 DW0426'RIDGE, 5 FEET ABOVE A WASH, AND IN ROCK.  A METROPOLITAN WATER
 DW0426'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A TEE.
 DW0426'NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE
 DW0426'WITH A CROSS ARM AND A RED FLAG.
 DW0426
 DW0426                          STATION RECOVERY (1976)
 DW0426
 DW0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0426'8.15 MILES EAST ALONG AQUEDUCT ROAD FROM THE HAYFIELD PUMPING STATION
 DW0426'AT HAYFIELD, AT THE SOUTH BASE OF A MOUNTAIN WHICH PROJECTS SOUTHEAST,
 DW0426'0.05 MILE NORTHWEST OF A STEEL POWER TOWER 171 W 2, AT THE CROSSING
 DW0426'OF A POWERLINE.
 DW0426
 DW0426                          STATION RECOVERY (1978)
 DW0426
 DW0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2393 ***********************************************************************
 EV2393  DESIGNATION -  3 FMK
 EV2393  PID         -  EV2393
 EV2393  STATE/COUNTY-  CA/KERN
 EV2393  USGS QUAD   -  ROGERS LAKE NORTH (1992)
 EV2393
 EV2393                         *CURRENT SURVEY CONTROL
 EV2393  ___________________________________________________________________
 EV2393* NAD 83(1986)-  34 58 17.     (N)    117 45 09.     (W)     SCALED    
 EV2393* NAVD 88     -       701.935  (meters)    2302.93   (feet)  ADJUSTED  
 EV2393  ___________________________________________________________________
 EV2393  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EV2393  DYNAMIC HT  -         701.151 (meters)    2300.36  (feet)  COMP
 EV2393  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 EV2393  OBS GRAVITY -     979,496.6   (mgal)                       GRAV_OBS
 EV2393
 EV2393  VERT ORDER  -  FIRST     CLASS I
 EV2393
 EV2393.The horizontal coordinates were scaled from a topographic map and have
 EV2393.an estimated accuracy of +/- 6 seconds.
 EV2393
 EV2393.The orthometric height was determined by differential leveling
 EV2393.and adjusted in June 1991.
 EV2393
 EV2393.The geoid height was determined by GEOID03.
 EV2393
 EV2393.The dynamic height is computed by dividing the NAVD 88
 EV2393.geopotential number by the normal gravity value computed on the
 EV2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2393.degrees latitude (g = 980.6199 gals.).
 EV2393
 EV2393.The modeled gravity was interpolated from observed gravity values.
 EV2393.The observed gravity was obtained from relative gravimeter ties
 EV2393.to the IGSN71 gravity network.
 EV2393
 EV2393;                    North         East    Units  Estimated Accuracy
 EV2393;SPC CA 5     -   663,240.    2,022,600.      MT  (+/- 180 meters Scaled)
 EV2393
 EV2393                          SUPERSEDED SURVEY CONTROL
 EV2393
 EV2393  NGVD 29 (??/??/92)  701.139  (m)         2300.32   (f) ADJ UNCH    1 1
 EV2393
 EV2393.Superseded values are not recommended for survey control.
 EV2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2393.See file dsdata.txt to determine how the superseded data were derived.
 EV2393
 EV2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU313701(NAD 83)
 EV2393_MARKER: DD = SURVEY DISK
 EV2393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2393_SP_SET: CONCRETE BASE
 EV2393_STAMPING: 3 FMK 1973
 EV2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2393
 EV2393  HISTORY     - Date     Condition        Report By
 EV2393  HISTORY     - 1973     MONUMENTED       USGS
 EV2393  HISTORY     - 1974     GOOD             NGS
 EV2393  HISTORY     - 1977     GOOD             NGS
 EV2393
 EV2393                          STATION DESCRIPTION
 EV2393
 EV2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2393'6.2 MI SW FROM BORON.
 EV2393'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2393'FROM THE STATION AT BORON, THENCE 3.6 MILES SOUTHWEST ALONG
 EV2393'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, THENCE
 EV2393'1.55 MILES SOUTHWEST ALONG AN ABANDONED RAILROAD BED, 0.1 MILE
 EV2393'NORTHEAST OF A BUILDING, IN THE TOP OF THE CENTER OF THE CONCRETE
 EV2393'BASE OF A FORMER SEMAPHORE, 10 FEET NORTHWEST OF THE CENTER
 EV2393'OF THE RAILROAD BED, 192.7 FEET EAST-SOUTHEAST OF THE EAST
 EV2393'CORNER OF A CYCLONE FENCE AROUND THREE TRANSFORMERS, 0.8 FOOT
 EV2393'NORTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 EV2393'TRACK BED.  SECTION 8, T10N, R 8W
 EV2393
 EV2393                          STATION RECOVERY (1977)
 EV2393
 EV2393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0427 ***********************************************************************
 DW0427  DESIGNATION -  3 G MWDSC
 DW0427  PID         -  DW0427
 DW0427  STATE/COUNTY-  CA/RIVERSIDE
 DW0427  USGS QUAD   -  DESERT CENTER (1986)
 DW0427
 DW0427                         *CURRENT SURVEY CONTROL
 DW0427  ___________________________________________________________________
 DW0427* NAD 83(1986)-  33 43 46.     (N)    115 29 51.     (W)     SCALED    
 DW0427* NAVD 88     -       419.602  (meters)    1376.64   (feet)  ADJUSTED  
 DW0427  ___________________________________________________________________
 DW0427  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0427  DYNAMIC HT  -         419.123 (meters)    1375.07  (feet)  COMP
 DW0427  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DW0427
 DW0427  VERT ORDER  -  FIRST     CLASS I
 DW0427
 DW0427.The horizontal coordinates were scaled from a topographic map and have
 DW0427.an estimated accuracy of +/- 6 seconds.
 DW0427
 DW0427.The orthometric height was determined by differential leveling
 DW0427.and adjusted in June 1991.
 DW0427
 DW0427.The geoid height was determined by GEOID03.
 DW0427
 DW0427.The dynamic height is computed by dividing the NAVD 88
 DW0427.geopotential number by the normal gravity value computed on the
 DW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0427.degrees latitude (g = 980.6199 gals.).
 DW0427
 DW0427.The modeled gravity was interpolated from observed gravity values.
 DW0427
 DW0427;                    North         East    Units  Estimated Accuracy
 DW0427;SPC CA 6     -   673,570.    2,069,740.      MT  (+/- 180 meters Scaled)
 DW0427
 DW0427                          SUPERSEDED SURVEY CONTROL
 DW0427
 DW0427  NGVD 29 (??/??/92)  418.900  (m)         1374.34   (f) ADJ UNCH    1 1
 DW0427
 DW0427.Superseded values are not recommended for survey control.
 DW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0427.See file dsdata.txt to determine how the superseded data were derived.
 DW0427
 DW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT391331(NAD 83)
 DW0427_MARKER: DD = SURVEY DISK
 DW0427_SETTING: 66 = SET IN ROCK OUTCROP
 DW0427_SP_SET: BEDROCK
 DW0427_STAMPING: 3 G 1931
 DW0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0427+STABILITY: POSITION/ELEVATION WELL
 DW0427
 DW0427  HISTORY     - Date     Condition        Report By
 DW0427  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0427  HISTORY     - 1976     GOOD             NGS
 DW0427  HISTORY     - 1978     GOOD             NGS
 DW0427
 DW0427                          STATION DESCRIPTION
 DW0427
 DW0427'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0427'5.5 MI W FROM DESERT CENTER.
 DW0427'ABOUT 5-1/2 MILES WEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0427'7.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0427'RANCH ROAD AT HAYFIELD DRY LAKE, 1.3 MILES NORTH OF THE HIGHWAY,
 DW0427'AT THE SOUTHEAST BASE OF A ROCKY RIDGE, ABOUT 50 FEET EAST OF
 DW0427'INDIAN HIEROGLYPHICS, AND IN BEDROCK.  A METROPOLITAN WATER
 DW0427'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A
 DW0427'TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2 INCH BY 6-FOOT
 DW0427'POLE WITH A CROSS ARM AND A RED FLAG.
 DW0427
 DW0427                          STATION RECOVERY (1976)
 DW0427
 DW0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0427'8.65 MILES EAST ALONG THE AQUEDUCT AND THE AQUEDUCT ROAD FROM THE
 DW0427'HAYFIELD PUMPING STATION AT HAYFIELD, 0.05 MILES NORTH OF THE CENTER
 DW0427'OF THE AQUEDUCT ROAD AND HIGH TENSION TOWER NUMBER 169 W 2, 100 FT.
 DW0427'EAST OF A SANDY WASH, IN THE SOUTHWEST CORNER OF A ROCKY MOUND WHICH
 DW0427'PROJECTS SOUTH OFF THE MAIN RIDGE OF THE MOUNTAINS.
 DW0427
 DW0427                          STATION RECOVERY (1978)
 DW0427
 DW0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0428 ***********************************************************************
 DW0428  DESIGNATION -  3 H MWDSC
 DW0428  PID         -  DW0428
 DW0428  STATE/COUNTY-  CA/RIVERSIDE
 DW0428  USGS QUAD   -  DESERT CENTER (1986)
 DW0428
 DW0428                         *CURRENT SURVEY CONTROL
 DW0428  ___________________________________________________________________
 DW0428* NAD 83(1986)-  33 44 01.     (N)    115 29 31.     (W)     SCALED    
 DW0428* NAVD 88     -       390.993  (meters)    1282.78   (feet)  ADJUSTED  
 DW0428  ___________________________________________________________________
 DW0428  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0428  DYNAMIC HT  -         390.548 (meters)    1281.32  (feet)  COMP
 DW0428  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 DW0428  OBS GRAVITY -     979,484.5   (mgal)                       GRAV_OBS
 DW0428
 DW0428  VERT ORDER  -  FIRST     CLASS I
 DW0428
 DW0428.The horizontal coordinates were scaled from a topographic map and have
 DW0428.an estimated accuracy of +/- 6 seconds.
 DW0428
 DW0428.The orthometric height was determined by differential leveling
 DW0428.and adjusted in June 1991.
 DW0428
 DW0428.The geoid height was determined by GEOID03.
 DW0428
 DW0428.The dynamic height is computed by dividing the NAVD 88
 DW0428.geopotential number by the normal gravity value computed on the
 DW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0428.degrees latitude (g = 980.6199 gals.).
 DW0428
 DW0428.The modeled gravity was interpolated from observed gravity values.
 DW0428.The observed gravity was obtained from relative gravimeter ties
 DW0428.to the IGSN71 gravity network.
 DW0428
 DW0428;                    North         East    Units  Estimated Accuracy
 DW0428;SPC CA 6     -   674,040.    2,070,250.      MT  (+/- 180 meters Scaled)
 DW0428
 DW0428                          SUPERSEDED SURVEY CONTROL
 DW0428
 DW0428  NGVD 29 (??/??/92)  390.292  (m)         1280.48   (f) ADJ UNCH    1 1
 DW0428
 DW0428.Superseded values are not recommended for survey control.
 DW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0428.See file dsdata.txt to determine how the superseded data were derived.
 DW0428
 DW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT397336(NAD 83)
 DW0428_MARKER: DD = SURVEY DISK
 DW0428_SETTING: 66 = SET IN ROCK OUTCROP
 DW0428_SP_SET: BEDROCK
 DW0428_STAMPING: 3 H 1931
 DW0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0428+STABILITY: POSITION/ELEVATION WELL
 DW0428
 DW0428  HISTORY     - Date     Condition        Report By
 DW0428  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0428  HISTORY     - 1976     GOOD             NGS
 DW0428  HISTORY     - 1978     GOOD             NGS
 DW0428
 DW0428                          STATION DESCRIPTION
 DW0428
 DW0428'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0428'5.2 MI W FROM DESERT CENTER.
 DW0428'ABOUT 5-1/4 MILES WEST OF DESERT CENTER, RIVERSIDE COUNTY, 8.0
 DW0428'MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS RANCH
 DW0428'ROAD AT HAYFIELD DRY LAKE, 1.5 MILES NORTH OF THE HIGHWAY, ON
 DW0428'THE EAST FACE OF A LARGE RED ROCKY MOUND, ON THE WEST SIDE OF A
 DW0428'WASH, ABOUT 25 FEET ABOVE THE BOTTOM OF THE WASH, AND IN BEDROCK.
 DW0428'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0428'DISK, MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH
 DW0428'BY 2 INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0428
 DW0428                          STATION RECOVERY (1976)
 DW0428
 DW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0428'8.95 MILES EAST ALONG THE AQUEDUCT AND AQUEDUCT ROAD FROM THE HAYFIELD
 DW0428'PUMPING STATION AT HAYFIELD, SET IN THE SOUTHEAST CORNER OF A ROCK
 DW0428'FLOW PROJECTING SOUTH OFF THE MAIN MOUNTAIN RANGE, 0.1 MILE NORTH OF
 DW0428'HIGH TENSION TOWER 169 W 1, 0.1 MILE NORTH OF THE CENTER OF THE
 DW0428'AQUEDUCT.
 DW0428
 DW0428                          STATION RECOVERY (1978)
 DW0428
 DW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2545 ***********************************************************************
 EW2545  DESIGNATION -  3 I 20 C OF LA
 EW2545  PID         -  EW2545
 EW2545  STATE/COUNTY-  CA/LOS ANGELES
 EW2545  USGS QUAD   -  SAN FERNANDO (1988)
 EW2545
 EW2545                         *CURRENT SURVEY CONTROL
 EW2545  ___________________________________________________________________
 EW2545* NAD 83(1986)-  34 18 53.     (N)    118 29 18.     (W)     SCALED    
 EW2545* NAVD 88     -       388.820  (meters)    1275.65   (feet)  READJUSTED
 EW2545  ___________________________________________________________________
 EW2545  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW2545  DYNAMIC HT  -         388.390 (meters)    1274.24  (feet)  COMP
 EW2545  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 EW2545
 EW2545  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2545
 EW2545.The horizontal coordinates were scaled from a topographic map and have
 EW2545.an estimated accuracy of +/- 6 seconds.
 EW2545
 EW2545.The orthometric height was determined by differential leveling
 EW2545.and adjusted in February 1993.
 EW2545.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2545.distribution rate of 1.1 thru 2.0 mm/km.
 EW2545.The height was derived from older observations constrained to new
 EW2545.heights in a crustal motion area.  The height is approximate in
 EW2545.relation to other heights in its vicinity.
 EW2545
 EW2545.The geoid height was determined by GEOID03.
 EW2545
 EW2545.The dynamic height is computed by dividing the NAVD 88
 EW2545.geopotential number by the normal gravity value computed on the
 EW2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2545.degrees latitude (g = 980.6199 gals.).
 EW2545
 EW2545.The modeled gravity was interpolated from observed gravity values.
 EW2545
 EW2545;                    North         East    Units  Estimated Accuracy
 EW2545;SPC CA 5     -   590,480.    1,955,060.      MT  (+/- 180 meters Scaled)
 EW2545
 EW2545                          SUPERSEDED SURVEY CONTROL
 EW2545
 EW2545.No superseded survey control is available for this station.
 EW2545
 EW2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT630980(NAD 83)
 EW2545_MARKER: DE = TRAVERSE STATION DISK
 EW2545_SETTING: 0 = UNSPECIFIED SETTING
 EW2545_STAMPING: 3-I-20 1938
 EW2545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2545
 EW2545  HISTORY     - Date     Condition        Report By
 EW2545  HISTORY     - 1938     MONUMENTED       CA1980
 EW2545  HISTORY     - 1968     GOOD             CA1980
 EW2545  HISTORY     - 1971     GOOD             CA1980
 EW2545  HISTORY     - 1973     GOOD             CA-037
 EW2545  HISTORY     - 1978     GOOD             NGS
 EW2545  HISTORY     - 1983     GOOD             USGS
 EW2545  HISTORY     - 1984     MARK NOT FOUND   NGS
 EW2545
 EW2545                          STATION DESCRIPTION
 EW2545
 EW2545'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2545'IN LOS ANGELES.
 EW2545'STANDARD TRAVERSE MONUMENT SYLMAR B-11B, STAMPED 3-I-20 1938,
 EW2545'ON THE CENTER LINE OF SAN FERNANDO ROAD, 22 FEET SOUTH OF
 EW2545'NORTH CURB LINE, 63 FEET EAST OF THE EASTERLY COLUMN OF THE
 EW2545'CENTER PIER OF THE GOLDEN STATE FREEWAY OVERPASS.
 EW2545
 EW2545                          STATION RECOVERY (1971)
 EW2545
 EW2545'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2545'RECOVERED IN GOOD CONDITION.
 EW2545
 EW2545                          STATION RECOVERY (1973)
 EW2545
 EW2545'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2545'LOS ANGELES, SYLMAR AREA, ON SAN FERNANDO ROAD AT GOLDEN STATE
 EW2545'FREEWAY, 0.1 MILE EASTERLY OF SEPULVEDA BOULEVARD (FRONTAGE ROAD),
 EW2545'41.8 FEET SOUTHWESTERLY OF A FOUND LEAD AND TACK IN A 24 IN. CONCRETE
 EW2545'PILLAR (3RD FROM EAST, NORTH SIDE) UP 1.2 FEET, 11.6 FEET NORTHERLY OF
 EW2545'A FOUND LEAD AND TACK IN A 24 IN. CONCRETE PILLAR (3RD FROM WEST,
 EW2545'SOUTH SIDE) UP 3.0 FEET, 23.3 FEET SOUTHEASTERLY OF A FOUND LEAD AND
 EW2545'TACK IN A 24 IN. CONCRETE PILLAR (5TH FROM WEST, SOUTH SIDE) UP 3.0
 EW2545'FEET.
 EW2545
 EW2545                          STATION RECOVERY (1978)
 EW2545
 EW2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2545'RECOVERED IN GOOD CONDITION.
 EW2545
 EW2545                          STATION RECOVERY (1983)
 EW2545
 EW2545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2545'RECOVERED IN GOOD CONDITION.
 EW2545
 EW2545                          STATION RECOVERY (1984)
 EW2545
 EW2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2545'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2542 ***********************************************************************
 EW2542  DESIGNATION -  3 I 21 C OF LA
 EW2542  PID         -  EW2542
 EW2542  STATE/COUNTY-  CA/LOS ANGELES
 EW2542  USGS QUAD   -  SAN FERNANDO (1988)
 EW2542
 EW2542                         *CURRENT SURVEY CONTROL
 EW2542  ___________________________________________________________________
 EW2542* NAD 83(1986)-  34 18 52.     (N)    118 29 07.     (W)     SCALED    
 EW2542* NAVD 88     -       388.380  (meters)    1274.21   (feet)  READJUSTED
 EW2542  ___________________________________________________________________
 EW2542  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2542  DYNAMIC HT  -         387.950 (meters)    1272.80  (feet)  COMP
 EW2542  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 EW2542
 EW2542  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2542
 EW2542.The horizontal coordinates were scaled from a topographic map and have
 EW2542.an estimated accuracy of +/- 6 seconds.
 EW2542
 EW2542.The orthometric height was determined by differential leveling
 EW2542.and adjusted in February 1993.
 EW2542.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2542.distribution rate of 1.1 thru 2.0 mm/km.
 EW2542.The height was derived from older observations constrained to new
 EW2542.heights in a crustal motion area.  The height is approximate in
 EW2542.relation to other heights in its vicinity.
 EW2542
 EW2542.The geoid height was determined by GEOID03.
 EW2542
 EW2542.The dynamic height is computed by dividing the NAVD 88
 EW2542.geopotential number by the normal gravity value computed on the
 EW2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2542.degrees latitude (g = 980.6199 gals.).
 EW2542
 EW2542.The modeled gravity was interpolated from observed gravity values.
 EW2542
 EW2542;                    North         East    Units  Estimated Accuracy
 EW2542;SPC CA 5     -   590,450.    1,955,340.      MT  (+/- 180 meters Scaled)
 EW2542
 EW2542                          SUPERSEDED SURVEY CONTROL
 EW2542
 EW2542.No superseded survey control is available for this station.
 EW2542
 EW2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT633980(NAD 83)
 EW2542_MARKER: DE = TRAVERSE STATION DISK
 EW2542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2542_SP_SET: WALL
 EW2542_STAMPING: 3 I 21 1938
 EW2542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2542
 EW2542  HISTORY     - Date     Condition        Report By
 EW2542  HISTORY     - 1938     MONUMENTED       CA1980
 EW2542  HISTORY     - 1968     GOOD             CA1980
 EW2542  HISTORY     - 1971     GOOD             CA1980
 EW2542  HISTORY     - 1973     GOOD             CA1980
 EW2542  HISTORY     - 1978     GOOD             NGS
 EW2542
 EW2542                          STATION DESCRIPTION
 EW2542
 EW2542'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2542'IN LOS ANGELES.
 EW2542'STANDARD TRAVERSE MONUMENT SYLMAR B-11C, STAMPED 3-I-21 1938,
 EW2542'ON THE CENTER LINE OF SAN FERNANDO ROAD, ABOUT 1000 FEET EAST
 EW2542'OF THE GOLDEN STATE FREEWAY OVERPASS, OPPOSITE THE SOUTHWEST
 EW2542'CORNER OF THE CONCRETE BLOCK WALL THAT ENCLOSES THE SAN FERNANDO
 EW2542'VALLEY JUVENILE HALL, 80 FEET WEST OF POWER POLE NO. 37052M.
 EW2542
 EW2542                          STATION RECOVERY (1971)
 EW2542
 EW2542'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2542'RECOVERED IN GOOD CONDITION.
 EW2542
 EW2542                          STATION RECOVERY (1973)
 EW2542
 EW2542'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1973
 EW2542'RECOVERED IN GOOD CONDITION.
 EW2542
 EW2542                          STATION RECOVERY (1978)
 EW2542
 EW2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2535 ***********************************************************************
 EW2535  DESIGNATION -  3 J 22
 EW2535  PID         -  EW2535
 EW2535  STATE/COUNTY-  CA/LOS ANGELES
 EW2535  USGS QUAD   -  SAN FERNANDO (1988)
 EW2535
 EW2535                         *CURRENT SURVEY CONTROL
 EW2535  ___________________________________________________________________
 EW2535* NAD 83(1986)-  34 18 46.     (N)    118 28 39.     (W)     SCALED    
 EW2535* NAVD 88     -       389.480  (meters)    1277.82   (feet)  ADJUSTED  
 EW2535  ___________________________________________________________________
 EW2535  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW2535  DYNAMIC HT  -         389.045 (meters)    1276.39  (feet)  COMP
 EW2535  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 EW2535
 EW2535  VERT ORDER  -  FIRST     CLASS I
 EW2535
 EW2535.The horizontal coordinates were scaled from a topographic map and have
 EW2535.an estimated accuracy of +/- 6 seconds.
 EW2535
 EW2535.The orthometric height was determined by differential leveling
 EW2535.and adjusted in June 1995.
 EW2535.WARNING-Repeat measurements at this control monument indicate possible
 EW2535.vertical movement.
 EW2535
 EW2535.The geoid height was determined by GEOID03.
 EW2535
 EW2535.The dynamic height is computed by dividing the NAVD 88
 EW2535.geopotential number by the normal gravity value computed on the
 EW2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2535.degrees latitude (g = 980.6199 gals.).
 EW2535
 EW2535.The modeled gravity was interpolated from observed gravity values.
 EW2535
 EW2535;                    North         East    Units  Estimated Accuracy
 EW2535;SPC CA 5     -   590,260.    1,956,050.      MT  (+/- 180 meters Scaled)
 EW2535
 EW2535                          SUPERSEDED SURVEY CONTROL
 EW2535
 EW2535  NAVD 88 (06/15/91)  389.196  (m)         1276.89   (f) UNKNOWN     1 1
 EW2535
 EW2535.Superseded values are not recommended for survey control.
 EW2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2535.See file dsdata.txt to determine how the superseded data were derived.
 EW2535
 EW2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT640978(NAD 83)
 EW2535_MARKER: DE = TRAVERSE STATION DISK
 EW2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2535_SP_SET: CONCRETE POST
 EW2535_STAMPING: 3 J 22 1938
 EW2535_MARK LOGO: CA1980
 EW2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2535+STABILITY: SURFACE MOTION
 EW2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2535+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 EW2535
 EW2535  HISTORY     - Date     Condition        Report By
 EW2535  HISTORY     - 1938     MONUMENTED       CA1980
 EW2535  HISTORY     - 1968     GOOD             CA1980
 EW2535  HISTORY     - 1971     GOOD             CA1980
 EW2535  HISTORY     - 1973     GOOD             CA-037
 EW2535  HISTORY     - 1978     GOOD             NGS
 EW2535  HISTORY     - 1983     GOOD             USGS
 EW2535  HISTORY     - 1984     GOOD             NGS
 EW2535  HISTORY     - 1985     GOOD             NGS
 EW2535  HISTORY     - 1986     GOOD             NGS
 EW2535  HISTORY     - 1987     GOOD             NGS
 EW2535  HISTORY     - 19940714 GOOD             NGS
 EW2535  HISTORY     - 19950913 GOOD             MWDSC
 EW2535
 EW2535                          STATION DESCRIPTION
 EW2535
 EW2535'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2535'IN LOS ANGELES.
 EW2535'STANDARD TRAVERSE MONUMENT SYLMAR C-11C, STAMPED 3-J-22 1938,
 EW2535'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, 3.5 FEET NORTHEAST
 EW2535'OF THE NORTHEAST CURB LINE OF SAN FERNANDO ROAD, ON THE CENTER
 EW2535'LINE TANGENT, FROM THE SOUTHEAST, OF THE FIRST CURVE IN SAN
 EW2535'FERNANDO ROAD NORTHWEST OF MONTE STREET, 8.5 FEET NORTHWEST OF
 EW2535'THE CENTER LINE OF OLDEN STREET, 47 FEET NORTHWEST OF POWER POLE
 EW2535'NO. 110002M.
 EW2535
 EW2535                          STATION RECOVERY (1971)
 EW2535
 EW2535'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2535'RECOVERED IN GOOD CONDITION.
 EW2535
 EW2535                          STATION RECOVERY (1973)
 EW2535
 EW2535'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW2535'LOS ANGELES, SYLMAR AREA, SAN FERNANDO ROAD AND WEST LINE OF OLDEN
 EW2535'STREET PRODUCED SOUTHERLY, 0.25 MILE WEST OF ROXFORD STREET, 84.5 FEET
 EW2535'NORTHWESTERLY OF POWER POLE NO. 110004M, 42.0 FEET NORTHERLY OF
 EW2535'NORTHERLY CURB OF SAN FERNANDO ROAD.  SET IN CONCRETE 18 INCHES BELOW
 EW2535'THE GROUND SURFACE.
 EW2535
 EW2535                          STATION RECOVERY (1978)
 EW2535
 EW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2535'RECOVERED IN GOOD CONDITION.
 EW2535
 EW2535                          STATION RECOVERY (1983)
 EW2535
 EW2535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2535'RECOVERED IN GOOD CONDITION.
 EW2535
 EW2535                          STATION RECOVERY (1984)
 EW2535
 EW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2535'RECOVERED IN GOOD CONDITION.
 EW2535
 EW2535                          STATION RECOVERY (1985)
 EW2535
 EW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2535'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING IS 3.J.22 1938.
 EW2535
 EW2535                          STATION RECOVERY (1986)
 EW2535
 EW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2535'RECOVERED IN GOOD CONDITION.
 EW2535
 EW2535                          STATION RECOVERY (1987)
 EW2535
 EW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2535'RECOVERED IN GOOD CONDITION.
 EW2535
 EW2535                          STATION RECOVERY (1994)
 EW2535
 EW2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2535'IN SLYMAR, AT THE INTERSECTION OF SAN FERNANDO ROAD AND OLDEN STREET,
 EW2535'4.5 M (14.8 FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 EW2535'NORTH-WESTBOUND LANES OF THE ROAD, 3.1 M (10.2 FT) NORTHWEST OF THE
 EW2535'EXTENDED CENTERLINE OF THE STREET, 1.7 M (5.6 FT) SOUTHEAST OF THE
 EW2535'SOUTHEAST CORNER OF A CONCRETE FOOTING (ABANDONED) , 0.1 M (0.3 FT)
 EW2535'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.4 M (1.3
 EW2535'FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DISK IS THROUGH A
 EW2535'5-INCH LOGO CAP.
 EW2535
 EW2535                          STATION RECOVERY (1995)
 EW2535
 EW2535'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 EW2535'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2541 ***********************************************************************
 EW2541  DESIGNATION -  3 J 24 C OF LA
 EW2541  PID         -  EW2541
 EW2541  STATE/COUNTY-  CA/LOS ANGELES
 EW2541  USGS QUAD   -  SAN FERNANDO (1988)
 EW2541
 EW2541                         *CURRENT SURVEY CONTROL
 EW2541  ___________________________________________________________________
 EW2541* NAD 83(1986)-  34 19 18.     (N)    118 28 28.     (W)     SCALED    
 EW2541* NAVD 88     -       433.24   (+/-2cm)    1421.4    (feet)  VERTCON   
 EW2541  ___________________________________________________________________
 EW2541  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EW2541  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2541
 EW2541.The horizontal coordinates were scaled from a topographic map and have
 EW2541.an estimated accuracy of +/- 6 seconds.
 EW2541
 EW2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2541.The vertical order pertains to the NGVD 29 superseded value.
 EW2541
 EW2541.The geoid height was determined by GEOID03.
 EW2541
 EW2541;                    North         East    Units  Estimated Accuracy
 EW2541;SPC CA 5     -   591,250.    1,956,340.      MT  (+/- 180 meters Scaled)
 EW2541
 EW2541                          SUPERSEDED SURVEY CONTROL
 EW2541
 EW2541  NGVD 29 (??/??/92)  432.41   (m)         1418.7    (f) COMPUTED    1 1
 EW2541
 EW2541.Superseded values are not recommended for survey control.
 EW2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2541.See file dsdata.txt to determine how the superseded data were derived.
 EW2541
 EW2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643988(NAD 83)
 EW2541_MARKER: DE = TRAVERSE STATION DISK
 EW2541_SETTING: 0 = UNSPECIFIED SETTING
 EW2541_STAMPING: 3-J-24 1941
 EW2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2541
 EW2541  HISTORY     - Date     Condition        Report By
 EW2541  HISTORY     - 1941     MONUMENTED       CA1980
 EW2541  HISTORY     - 1968     GOOD             CA1980
 EW2541
 EW2541                          STATION DESCRIPTION
 EW2541
 EW2541'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2541'IN LOS ANGELES.
 EW2541'STANDARD TRAVERSE MONUMENT SYLMAR D-10B, STAMPED 3-J-24 1941,
 EW2541'IN FOOTHILL BOULEVARD, 5 FEET SOUTH OF THE CENTER LINE, ABOUT
 EW2541'1,500 FEET WEST OF GLENOAKS BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2594 ***********************************************************************
 EW2594  DESIGNATION -  3 J 25 C OF LA
 EW2594  PID         -  EW2594
 EW2594  STATE/COUNTY-  CA/LOS ANGELES
 EW2594  USGS QUAD   -  SAN FERNANDO (1988)
 EW2594
 EW2594                         *CURRENT SURVEY CONTROL
 EW2594  ___________________________________________________________________
 EW2594* NAD 83(1986)-  34 19 23.     (N)    118 28 01.     (W)     SCALED    
 EW2594* NAVD 88     -       427.592  (meters)    1402.86   (feet)  READJUSTED
 EW2594  ___________________________________________________________________
 EW2594  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2594  DYNAMIC HT  -         427.110 (meters)    1401.28  (feet)  COMP
 EW2594  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 EW2594
 EW2594  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2594
 EW2594.The horizontal coordinates were scaled from a topographic map and have
 EW2594.an estimated accuracy of +/- 6 seconds.
 EW2594
 EW2594.The orthometric height was determined by differential leveling
 EW2594.and adjusted in September 2004.
 EW2594.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2594.distribution rate of 1.1 thru 2.0 mm/km.
 EW2594.The height was derived from older observations constrained to new
 EW2594.heights in a crustal motion area.  The height is approximate in
 EW2594.relation to other heights in its vicinity.
 EW2594
 EW2594.The geoid height was determined by GEOID03.
 EW2594
 EW2594.The dynamic height is computed by dividing the NAVD 88
 EW2594.geopotential number by the normal gravity value computed on the
 EW2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2594.degrees latitude (g = 980.6199 gals.).
 EW2594
 EW2594.The modeled gravity was interpolated from observed gravity values.
 EW2594
 EW2594;                    North         East    Units  Estimated Accuracy
 EW2594;SPC CA 5     -   591,400.    1,957,030.      MT  (+/- 180 meters Scaled)
 EW2594
 EW2594                          SUPERSEDED SURVEY CONTROL
 EW2594
 EW2594  NGVD 29 (??/??/92)  426.516  (m)         1399.33   (f) ADJ UNCH    1 1
 EW2594
 EW2594.Superseded values are not recommended for survey control.
 EW2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2594.See file dsdata.txt to determine how the superseded data were derived.
 EW2594
 EW2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT650989(NAD 83)
 EW2594_MARKER: DE = TRAVERSE STATION DISK
 EW2594_SETTING: 0 = UNSPECIFIED SETTING
 EW2594_STAMPING: 3-J-25 1941
 EW2594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2594
 EW2594  HISTORY     - Date     Condition        Report By
 EW2594  HISTORY     - 1941     MONUMENTED       CA1980
 EW2594  HISTORY     - 1968     GOOD             CA1980
 EW2594  HISTORY     - 1971     GOOD             CA1980
 EW2594
 EW2594                          STATION DESCRIPTION
 EW2594
 EW2594'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2594'IN LOS ANGELES.
 EW2594'STANDARD TRAVERSE MONUMENT SYLMAR E-10B, STAMPED 3-J-25 1941,
 EW2594'IN FOOTHILL BOULEVARD, 5.00 FEET SOUTH OF CENTER LINE, ABOUT
 EW2594'803 FEET EAST OF THE CENTER LINE OF GLENOAKS BOULEVARD, 205 FEET
 EW2594'WEST OF A POINT OPPOSITE MAIL BOX NO. 15312, 157 FEET WEST OF A
 EW2594'POINT OPPOSITE POWER POLE NO. 243404M.
 EW2594
 EW2594                          STATION RECOVERY (1971)
 EW2594
 EW2594'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0429 ***********************************************************************
 DW0429  DESIGNATION -  3 J MWDSC
 DW0429  PID         -  DW0429
 DW0429  STATE/COUNTY-  CA/RIVERSIDE
 DW0429  USGS QUAD   -  DESERT CENTER (1986)
 DW0429
 DW0429                         *CURRENT SURVEY CONTROL
 DW0429  ___________________________________________________________________
 DW0429* NAD 83(1986)-  33 44 02.     (N)    115 29 25.     (W)     SCALED    
 DW0429* NAVD 88     -       382.354  (meters)    1254.44   (feet)  ADJUSTED  
 DW0429  ___________________________________________________________________
 DW0429  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0429  DYNAMIC HT  -         381.919 (meters)    1253.01  (feet)  COMP
 DW0429  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 DW0429
 DW0429  VERT ORDER  -  FIRST     CLASS I
 DW0429
 DW0429.The horizontal coordinates were scaled from a topographic map and have
 DW0429.an estimated accuracy of +/- 6 seconds.
 DW0429
 DW0429.The orthometric height was determined by differential leveling
 DW0429.and adjusted in June 1991.
 DW0429
 DW0429.The geoid height was determined by GEOID03.
 DW0429
 DW0429.The dynamic height is computed by dividing the NAVD 88
 DW0429.geopotential number by the normal gravity value computed on the
 DW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0429.degrees latitude (g = 980.6199 gals.).
 DW0429
 DW0429.The modeled gravity was interpolated from observed gravity values.
 DW0429
 DW0429;                    North         East    Units  Estimated Accuracy
 DW0429;SPC CA 6     -   674,070.    2,070,400.      MT  (+/- 180 meters Scaled)
 DW0429
 DW0429                          SUPERSEDED SURVEY CONTROL
 DW0429
 DW0429  NGVD 29 (??/??/92)  381.653  (m)         1252.14   (f) ADJ UNCH    1 1
 DW0429
 DW0429.Superseded values are not recommended for survey control.
 DW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0429.See file dsdata.txt to determine how the superseded data were derived.
 DW0429
 DW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT398336(NAD 83)
 DW0429_MARKER: DD = SURVEY DISK
 DW0429_SETTING: 66 = SET IN ROCK OUTCROP
 DW0429_SP_SET: BEDROCK
 DW0429_STAMPING: 3 H 1931
 DW0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0429+STABILITY: POSITION/ELEVATION WELL
 DW0429
 DW0429  HISTORY     - Date     Condition        Report By
 DW0429  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0429  HISTORY     - 1976     GOOD             NGS
 DW0429  HISTORY     - 1978     GOOD             NGS
 DW0429
 DW0429                          STATION DESCRIPTION
 DW0429
 DW0429'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0429'5 MI W FROM DESERT CENTER.
 DW0429'ABOUT 5 MILES WEST OF DESERT CENTER, RIVERSIDE COUNTY, ABOUT
 DW0429'8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE CRAM BROTHERS
 DW0429'RANCH ROAD AT HAYFIELD DRY LAKE, 1.5 MILES NORTH OF THE HIGHWAY,
 DW0429'AT THE SOUTH BASE OF A RIDGE, ON THE NORTH SIDE OF A WASH, ABOUT
 DW0429'10 FEET ABOVE THE BOTTOM OF THE WASH, AND IN BEDROCK.  A
 DW0429'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0429'DISK, MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH
 DW0429'BY 2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0429
 DW0429                          STATION RECOVERY (1976)
 DW0429
 DW0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0429'9.05 MILES NORTHEAST ALONG THE AQUEDUCT AND AQUEDUCT ROAD FROM THE
 DW0429'HAYFIELD PUMPING STATION AT HAYFIELD, 0.15 MILES NORTHEAST OF TENSION
 DW0429'TOWER 169 W 1, 0.1 MILES NORTH OF THE CENTER OF THE ROAD, SET IN SOUTH
 DW0429'FACE OF A ROCK LEDGE PROJECTING FROM BASE OF MOUNTAINS.
 DW0429
 DW0429                          STATION RECOVERY (1978)
 DW0429
 DW0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2586 ***********************************************************************
 EW2586  DESIGNATION -  3 K 21 C OF LA
 EW2586  PID         -  EW2586
 EW2586  STATE/COUNTY-  CA/LOS ANGELES
 EW2586  USGS QUAD   -  SAN FERNANDO (1988)
 EW2586
 EW2586                         *CURRENT SURVEY CONTROL
 EW2586  ___________________________________________________________________
 EW2586* NAD 83(1986)-  34 19 23.     (N)    118 27 07.     (W)     SCALED    
 EW2586* NAVD 88     -       432.87   (+/-2cm)    1420.2    (feet)  VERTCON   
 EW2586  ___________________________________________________________________
 EW2586  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW2586  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2586
 EW2586.The horizontal coordinates were scaled from a topographic map and have
 EW2586.an estimated accuracy of +/- 6 seconds.
 EW2586
 EW2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2586.The vertical order pertains to the NGVD 29 superseded value.
 EW2586
 EW2586.The geoid height was determined by GEOID03.
 EW2586
 EW2586;                    North         East    Units  Estimated Accuracy
 EW2586;SPC CA 5     -   591,390.    1,958,410.      MT  (+/- 180 meters Scaled)
 EW2586
 EW2586                          SUPERSEDED SURVEY CONTROL
 EW2586
 EW2586  NGVD 29 (??/??/92)  432.05   (m)         1417.5    (f) COMPUTED    1 1
 EW2586
 EW2586.Superseded values are not recommended for survey control.
 EW2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2586.See file dsdata.txt to determine how the superseded data were derived.
 EW2586
 EW2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664989(NAD 83)
 EW2586_MARKER: DE = TRAVERSE STATION DISK
 EW2586_SETTING: 0 = UNSPECIFIED SETTING
 EW2586_STAMPING: 3-K-21 1938
 EW2586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2586
 EW2586  HISTORY     - Date     Condition        Report By
 EW2586  HISTORY     - 1938     MONUMENTED       CA1980
 EW2586  HISTORY     - 1968     GOOD             CA1980
 EW2586
 EW2586                          STATION DESCRIPTION
 EW2586
 EW2586'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2586'IN LOS ANGELES.
 EW2586'STANDARD TRAVERSE MONUMENT SYLMAR F-10C, STAMPED 3-K-21 1938,
 EW2586'IN FOOTHILL BOULEVARD, 26.58 FEET NORTH OF THE POINT OF
 EW2586'INTERSECTION OF THE TANGENTS OF THE CURVE IMMEDIATELY WEST OF
 EW2586'COBALT STREET, 150 FEET NORTHWEST OF THE CENTER LINE OF COBALT
 EW2586'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2585 ***********************************************************************
 EW2585  DESIGNATION -  3 K 22 C OF LA
 EW2585  PID         -  EW2585
 EW2585  STATE/COUNTY-  CA/LOS ANGELES
 EW2585  USGS QUAD   -  SAN FERNANDO (1988)
 EW2585
 EW2585                         *CURRENT SURVEY CONTROL
 EW2585  ___________________________________________________________________
 EW2585* NAD 83(1986)-  34 19 06.     (N)    118 26 39.     (W)     SCALED    
 EW2585* NAVD 88     -       415.820  (meters)    1364.24   (feet)  READJUSTED
 EW2585  ___________________________________________________________________
 EW2585  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW2585  DYNAMIC HT  -         415.360 (meters)    1362.73  (feet)  COMP
 EW2585  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 EW2585
 EW2585  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2585
 EW2585.The horizontal coordinates were scaled from a topographic map and have
 EW2585.an estimated accuracy of +/- 6 seconds.
 EW2585
 EW2585.The orthometric height was determined by differential leveling
 EW2585.and adjusted in September 2004.
 EW2585.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2585.distribution rate of 1.1 thru 2.0 mm/km.
 EW2585.The height was derived from older observations constrained to new
 EW2585.heights in a crustal motion area.  The height is approximate in
 EW2585.relation to other heights in its vicinity.
 EW2585
 EW2585.The geoid height was determined by GEOID03.
 EW2585
 EW2585.The dynamic height is computed by dividing the NAVD 88
 EW2585.geopotential number by the normal gravity value computed on the
 EW2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2585.degrees latitude (g = 980.6199 gals.).
 EW2585
 EW2585.The modeled gravity was interpolated from observed gravity values.
 EW2585
 EW2585;                    North         East    Units  Estimated Accuracy
 EW2585;SPC CA 5     -   590,860.    1,959,120.      MT  (+/- 180 meters Scaled)
 EW2585
 EW2585                          SUPERSEDED SURVEY CONTROL
 EW2585
 EW2585  NGVD 29 (??/??/92)  414.757  (m)         1360.75   (f) ADJ UNCH    1 1
 EW2585
 EW2585.Superseded values are not recommended for survey control.
 EW2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2585.See file dsdata.txt to determine how the superseded data were derived.
 EW2585
 EW2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT671983(NAD 83)
 EW2585_MARKER: DE = TRAVERSE STATION DISK
 EW2585_SETTING: 0 = UNSPECIFIED SETTING
 EW2585_STAMPING: 3-K-22 1941
 EW2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2585
 EW2585  HISTORY     - Date     Condition        Report By
 EW2585  HISTORY     - 1941     MONUMENTED       CA1980
 EW2585  HISTORY     - 1968     GOOD             CA1980
 EW2585  HISTORY     - 1971     GOOD             CA1980
 EW2585
 EW2585                          STATION DESCRIPTION
 EW2585
 EW2585'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2585'IN LOS ANGELES.
 EW2585'STANDARD TRAVERSE MONUMENT SYLMAR G-10B, STAMPED 3-K-22 1941,
 EW2585'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2585'TYLER STREET.
 EW2585
 EW2585                          STATION RECOVERY (1971)
 EW2585
 EW2585'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2006 ***********************************************************************
 DX2006  DESIGNATION -  3 K 23
 DX2006  PID         -  DX2006
 DX2006  STATE/COUNTY-  CA/ORANGE
 DX2006  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2006
 DX2006                         *CURRENT SURVEY CONTROL
 DX2006  ___________________________________________________________________
 DX2006* NAD 83(1986)-  33 37 00.     (N)    117 54 59.     (W)     SCALED    
 DX2006* NAVD 88     -         3.171  (meters)      10.40   (feet)  ADJUSTED  
 DX2006  ___________________________________________________________________
 DX2006  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DX2006  DYNAMIC HT  -           3.168 (meters)      10.39  (feet)  COMP
 DX2006  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DX2006  OBS GRAVITY -     979,600.0   (mgal)                       GRAV_OBS
 DX2006
 DX2006  VERT ORDER  -  FIRST     CLASS I
 DX2006
 DX2006.The horizontal coordinates were scaled from a topographic map and have
 DX2006.an estimated accuracy of +/- 6 seconds.
 DX2006
 DX2006.The orthometric height was determined by differential leveling
 DX2006.and adjusted in June 1991.
 DX2006.WARNING-Repeat measurements at this control monument indicate possible
 DX2006.vertical movement.
 DX2006
 DX2006.The geoid height was determined by GEOID03.
 DX2006
 DX2006.The dynamic height is computed by dividing the NAVD 88
 DX2006.geopotential number by the normal gravity value computed on the
 DX2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2006.degrees latitude (g = 980.6199 gals.).
 DX2006
 DX2006.The modeled gravity was interpolated from observed gravity values.
 DX2006.The observed gravity was obtained from relative gravimeter ties
 DX2006.to the IGSN71 gravity network.
 DX2006
 DX2006;                    North         East    Units  Estimated Accuracy
 DX2006;SPC CA 6     -   662,050.    1,845,380.      MT  (+/- 180 meters Scaled)
 DX2006
 DX2006                          SUPERSEDED SURVEY CONTROL
 DX2006
 DX2006  NGVD 29 (??/??/92)    2.467  (m)            8.09   (f) ADJ UNCH    1 1
 DX2006
 DX2006.Superseded values are not recommended for survey control.
 DX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2006.See file dsdata.txt to determine how the superseded data were derived.
 DX2006
 DX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT149200(NAD 83)
 DX2006_MARKER: DD = SURVEY DISK
 DX2006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2006_SP_SET: CATCH BASIN
 DX2006_STAMPING: 3K-23-68
 DX2006_MARK LOGO: CA-059
 DX2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2006
 DX2006  HISTORY     - Date     Condition        Report By
 DX2006  HISTORY     - 1968     MONUMENTED       CA-059
 DX2006  HISTORY     - 1973     GOOD             CA-059
 DX2006  HISTORY     - 1978     GOOD             NGS
 DX2006  HISTORY     - 1988     GOOD             NGS
 DX2006  HISTORY     - 20050427 POOR             USPSQD
 DX2006
 DX2006                          STATION DESCRIPTION
 DX2006
 DX2006'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2006'0.8 MI SE FROM NEWPORT BEACH.
 DX2006'0.8 OF A MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX2006'ALT.) FROM THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE (OVER
 DX2006'THE HIGHWAY) TO 1600 COAST HIGHWAY, ABOUT AT THE B.C. OF A CURVE IN
 DX2006'THE CENTER LINE OF THE HIGHWAY GOING NORTHWEST, 30 FEET NORTHEAST
 DX2006'OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET NORTHWEST OF TELEPHONE
 DX2006'POLE NUMBER 32225H, ABOUT 62 FEET NORTHWEST OF A FIRE PLUG, ABOUT
 DX2006'3 FEET SOUTHWEST OF A DEAD MAN GUY WIRE WHERE THE WIRE ENTERS THE
 DX2006'GROUND, SET IN THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN,
 DX2006'ABOUT 0.8 OF A FOOT HIGHER THAN THE GUTTER.
 DX2006
 DX2006                          STATION RECOVERY (1973)
 DX2006
 DX2006'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2006'RECOVERED IN GOOD CONDITION.
 DX2006
 DX2006                          STATION RECOVERY (1978)
 DX2006
 DX2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2006'RECOVERED IN GOOD CONDITION.
 DX2006
 DX2006                          STATION RECOVERY (1988)
 DX2006
 DX2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 DX2006'MI) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE NEWPORT BOULEVARD
 DX2006'OVERPASS IN NEWPORT BEACH, AT THE SOUTHEAST END OF A CURVE, BETWEEN 2
 DX2006'DRIVEWAYS TO A BUILDING NUMBERED 1600, IN TOP OF THE WEST CORNER OF A
 DX2006'CATCH BASIN, 6.1 M (20.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 DX2006'NORTHBOUND LANES OF THE HIGHWAY, 18.9 M (62.0 FT) NORTHWEST OF A FIRE
 DX2006'HYDRANT, 11.8 M (38.7 FT) SOUTH OF THE SOUTHWEST LEG OF A SIGN WHICH
 DX2006'LISTS BUSINESSES OF THE BUILDING.
 DX2006'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX2006
 DX2006                          STATION RECOVERY (2005)
 DX2006
 DX2006'RECOVERY NOTE BY US POWER SQUADRON 2005 (WK)
 DX2006'STATION FOUND AT N 33D 37M 00.5S W 117D 55M 00.0S, GPS ACCURACY 10 FT
 DX2006'WAAS ENABLED. THE STATION IS HEAVILY PAINTED OVER AND SCRATCHED. IT IS
 DX2006'ON TOP OF THE CURB, 63 FT NORTHWEST OF A FIRE HYDRANT. THERE IS NO
 DX2006'CATCH BASIN ANYMORE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2582 ***********************************************************************
 EW2582  DESIGNATION -  3 K 23 C OF LA
 EW2582  PID         -  EW2582
 EW2582  STATE/COUNTY-  CA/LOS ANGELES
 EW2582  USGS QUAD   -  SAN FERNANDO (1988)
 EW2582
 EW2582                         *CURRENT SURVEY CONTROL
 EW2582  ___________________________________________________________________
 EW2582* NAD 83(1986)-  34 18 46.     (N)    118 26 14.     (W)     SCALED    
 EW2582* NAVD 88     -       401.029  (meters)    1315.71   (feet)  READJUSTED
 EW2582  ___________________________________________________________________
 EW2582  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EW2582  DYNAMIC HT  -         400.580 (meters)    1314.24  (feet)  COMP
 EW2582  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 EW2582
 EW2582  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2582
 EW2582.The horizontal coordinates were scaled from a topographic map and have
 EW2582.an estimated accuracy of +/- 6 seconds.
 EW2582
 EW2582.The orthometric height was determined by differential leveling
 EW2582.and adjusted in September 2004.
 EW2582.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2582.distribution rate of 0.0 thru 1.0 mm/km.
 EW2582.The height was derived from older observations constrained to new
 EW2582.heights in a crustal motion area.  The height is approximate in
 EW2582.relation to other heights in its vicinity.
 EW2582
 EW2582.The geoid height was determined by GEOID03.
 EW2582
 EW2582.The dynamic height is computed by dividing the NAVD 88
 EW2582.geopotential number by the normal gravity value computed on the
 EW2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2582.degrees latitude (g = 980.6199 gals.).
 EW2582
 EW2582.The modeled gravity was interpolated from observed gravity values.
 EW2582
 EW2582;                    North         East    Units  Estimated Accuracy
 EW2582;SPC CA 5     -   590,250.    1,959,760.      MT  (+/- 180 meters Scaled)
 EW2582
 EW2582                          SUPERSEDED SURVEY CONTROL
 EW2582
 EW2582  NGVD 29 (??/??/92)  399.976  (m)         1312.25   (f) ADJ UNCH    1 1
 EW2582
 EW2582.Superseded values are not recommended for survey control.
 EW2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2582.See file dsdata.txt to determine how the superseded data were derived.
 EW2582
 EW2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT677977(NAD 83)
 EW2582_MARKER: DE = TRAVERSE STATION DISK
 EW2582_SETTING: 0 = UNSPECIFIED SETTING
 EW2582_STAMPING: 3-K-23 1941
 EW2582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2582
 EW2582  HISTORY     - Date     Condition        Report By
 EW2582  HISTORY     - 1941     MONUMENTED       CA1980
 EW2582  HISTORY     - 1968     GOOD             CA1980
 EW2582  HISTORY     - 1971     GOOD             CA1980
 EW2582
 EW2582                          STATION DESCRIPTION
 EW2582
 EW2582'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2582'IN LOS ANGELES.
 EW2582'STANDARD TRAVERSE MONUMENT SYLMAR H-11B, STAMPED 3-K-23 1941,
 EW2582'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2582'ASTORIA STREET.
 EW2582
 EW2582                          STATION RECOVERY (1971)
 EW2582
 EW2582'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2003 ***********************************************************************
 DX2003  DESIGNATION -  3 K 24
 DX2003  PID         -  DX2003
 DX2003  STATE/COUNTY-  CA/ORANGE
 DX2003  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2003
 DX2003                         *CURRENT SURVEY CONTROL
 DX2003  ___________________________________________________________________
 DX2003* NAD 83(1986)-  33 36 58.     (N)    117 54 22.     (W)     SCALED    
 DX2003* NAVD 88     -         3.944  (meters)      12.94   (feet)  READJUSTED
 DX2003  ___________________________________________________________________
 DX2003  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DX2003  DYNAMIC HT  -           3.940 (meters)      12.93  (feet)  COMP
 DX2003  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 DX2003
 DX2003  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2003
 DX2003.The horizontal coordinates were scaled from a topographic map and have
 DX2003.an estimated accuracy of +/- 6 seconds.
 DX2003
 DX2003.The orthometric height was determined by differential leveling
 DX2003.and adjusted in February 1993.
 DX2003.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2003.distribution rate of 0.0 thru 1.0 mm/km.
 DX2003.The height was derived from older observations constrained to new
 DX2003.heights in a crustal motion area.  The height is approximate in
 DX2003.relation to other heights in its vicinity.
 DX2003
 DX2003.The geoid height was determined by GEOID03.
 DX2003
 DX2003.The dynamic height is computed by dividing the NAVD 88
 DX2003.geopotential number by the normal gravity value computed on the
 DX2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2003.degrees latitude (g = 980.6199 gals.).
 DX2003
 DX2003.The modeled gravity was interpolated from observed gravity values.
 DX2003
 DX2003;                    North         East    Units  Estimated Accuracy
 DX2003;SPC CA 6     -   661,970.    1,846,330.      MT  (+/- 180 meters Scaled)
 DX2003
 DX2003                          SUPERSEDED SURVEY CONTROL
 DX2003
 DX2003  NGVD 29 (??/??/92)    3.228  (m)           10.59   (f) ADJ UNCH    1 1
 DX2003
 DX2003.Superseded values are not recommended for survey control.
 DX2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2003.See file dsdata.txt to determine how the superseded data were derived.
 DX2003
 DX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT159199(NAD 83)
 DX2003_MARKER: DD = SURVEY DISK
 DX2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2003_SP_SET: CONCRETE CRADLE
 DX2003_STAMPING: 3K-24-68
 DX2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2003
 DX2003  HISTORY     - Date     Condition        Report By
 DX2003  HISTORY     - 1968     MONUMENTED       CA-059
 DX2003  HISTORY     - 1973     GOOD             CA-059
 DX2003  HISTORY     - 1978     GOOD             NGS
 DX2003  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2003
 DX2003                          STATION DESCRIPTION
 DX2003
 DX2003'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2003'1.4 MI SE FROM NEWPORT BEACH.
 DX2003'1.4 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX2003'FROM THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE (OVER THE
 DX2003'HIGHWAY) TO THE NEWPORT BAY BRIDGE, ABOUT 335 FEET SOUTHEAST ALONG
 DX2003'THE HIGHWAY FROM THE CENTER LINE OF DOVER DRIVE, 5.5 FEET SOUTH OF
 DX2003'THE SOUTH SIDE OF A CONCRETE BRIDGE WITH WOOD PILINGS, 10.5 FEET
 DX2003'SOUTH OF THE NORTH EDGE OF THE CONCRETE WALK ACROSS THE BRIDGE ON
 DX2003'THE SOUTH SIDE OF THE BRIDGE, 4.5 FEET WEST OF THE SOUTHWEST END
 DX2003'OF THE BRIDGE, 3 FEET EAST OF THE EAST SIDE OF A 7 FOOT BY 7 FOOT
 DX2003'CONCRETE BOX STRUCTURE, 5 FEET HIGH, SET ON THE TOP OF THE CENTER
 DX2003'OF A CONCRETE CRADLE FOR A 24 INCH GAS LINE ON THE SOUTH SIDE, ABOUT
 DX2003'1 FOOT BELOW THE CONCRETE WALK ACROSS THE BRIDGE.
 DX2003
 DX2003                          STATION RECOVERY (1973)
 DX2003
 DX2003'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX2003'RECOVERED IN GOOD CONDITION.
 DX2003
 DX2003                          STATION RECOVERY (1978)
 DX2003
 DX2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2003'RECOVERED IN GOOD CONDITION.
 DX2003
 DX2003                          STATION RECOVERY (1988)
 DX2003
 DX2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2003'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1998 ***********************************************************************
 DX1998  DESIGNATION -  3 K 25
 DX1998  PID         -  DX1998
 DX1998  STATE/COUNTY-  CA/ORANGE
 DX1998  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1998
 DX1998                         *CURRENT SURVEY CONTROL
 DX1998  ___________________________________________________________________
 DX1998* NAD 83(1986)-  33 36 48.     (N)    117 53 48.     (W)     SCALED    
 DX1998* NAVD 88     -        11.26   (+/-2cm)      36.9    (feet)  VERTCON   
 DX1998  ___________________________________________________________________
 DX1998  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DX1998  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1998
 DX1998.The horizontal coordinates were scaled from a topographic map and have
 DX1998.an estimated accuracy of +/- 6 seconds.
 DX1998
 DX1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1998.The vertical order pertains to the NGVD 29 superseded value.
 DX1998
 DX1998.The geoid height was determined by GEOID03.
 DX1998
 DX1998;                    North         East    Units  Estimated Accuracy
 DX1998;SPC CA 6     -   661,650.    1,847,200.      MT  (+/- 180 meters Scaled)
 DX1998
 DX1998                          SUPERSEDED SURVEY CONTROL
 DX1998
 DX1998  NGVD 29 (??/??/??)   10.567  (m)           34.67   (f) ADJUSTED    1 1
 DX1998
 DX1998.Superseded values are not recommended for survey control.
 DX1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1998.See file dsdata.txt to determine how the superseded data were derived.
 DX1998
 DX1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT168196(NAD 83)
 DX1998_MARKER: DD = SURVEY DISK
 DX1998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1998_SP_SET: CATCH BASIN
 DX1998_STAMPING: 3K-25-68
 DX1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1998
 DX1998  HISTORY     - Date     Condition        Report By
 DX1998  HISTORY     - 1968     MONUMENTED       CA-059
 DX1998  HISTORY     - 1973     GOOD             CA-059
 DX1998
 DX1998                          STATION DESCRIPTION
 DX1998
 DX1998'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1998'0.5 MI SE FROM NEWPORT BEACH.
 DX1998'0.5 OF A MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DX1998'101 ALT.) FROM THE NEWPORT BAY BRIDGE, ABOUT 40 FEET SOUTHWEST OF
 DX1998'THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHEAST OF POWER LINE
 DX1998'GUY POLE NUMBER 665722E, ABOUT 58 FEET SOUTHEAST OF A 24 INCH CYPRESS
 DX1998'TREE, SET IN THE SOUTHEAST CORNER OF A 4 FOOT BY 5 FOOT CATCH BASIN,
 DX1998'ABOUT 0.5 OF A FOOT LOWER THAN THE HIGHWAY.
 DX1998
 DX1998                          STATION RECOVERY (1973)
 DX1998
 DX1998'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1991 ***********************************************************************
 DX1991  DESIGNATION -  3 K 26
 DX1991  PID         -  DX1991
 DX1991  STATE/COUNTY-  CA/ORANGE
 DX1991  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1991
 DX1991                         *CURRENT SURVEY CONTROL
 DX1991  ___________________________________________________________________
 DX1991* NAD 83(1986)-  33 36 42.     (N)    117 53 09.     (W)     SCALED    
 DX1991* NAVD 88     -        28.08   (+/-2cm)      92.1    (feet)  VERTCON   
 DX1991  ___________________________________________________________________
 DX1991  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX1991  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1991
 DX1991.The horizontal coordinates were scaled from a topographic map and have
 DX1991.an estimated accuracy of +/- 6 seconds.
 DX1991
 DX1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1991.The vertical order pertains to the NGVD 29 superseded value.
 DX1991
 DX1991.The geoid height was determined by GEOID03.
 DX1991
 DX1991;                    North         East    Units  Estimated Accuracy
 DX1991;SPC CA 6     -   661,450.    1,848,200.      MT  (+/- 180 meters Scaled)
 DX1991
 DX1991                          SUPERSEDED SURVEY CONTROL
 DX1991
 DX1991  NGVD 29 (??/??/??)   27.382  (m)           89.84   (f) ADJUSTED    1 1
 DX1991
 DX1991.Superseded values are not recommended for survey control.
 DX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1991.See file dsdata.txt to determine how the superseded data were derived.
 DX1991
 DX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT178194(NAD 83)
 DX1991_MARKER: DD = SURVEY DISK
 DX1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1991_SP_SET: HEADWALL
 DX1991_STAMPING: 3K-26-68
 DX1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1991
 DX1991  HISTORY     - Date     Condition        Report By
 DX1991  HISTORY     - 1968     MONUMENTED       CA-059
 DX1991  HISTORY     - 1973     GOOD             CA-059
 DX1991  HISTORY     - 1978     GOOD             NGS
 DX1991
 DX1991                          STATION DESCRIPTION
 DX1991
 DX1991'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1991'1.2 MI SE FROM NEWPORT BEACH.
 DX1991'1.2 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX1991'FROM THE NEWPORT BAY BRIDGE, ABOUT 0.3 MILE SOUTHEAST ALONG THE
 DX1991'HIGHWAY FROM THE CENTER LINE OF JAMBOREE ROAD, AT HIGHWAY
 DX1991'CONSTRUCTION STATION 105+45 NPTB, ABOUT 35 FEET SOUTHWEST OF THE
 DX1991'CENTER OF THE SOUTHEAST BOUND TRAFFIC LANES, 16 FEET NORTHWEST OF
 DX1991'A 5 FOOT HIGH SLAT FNECE, ABOUT 120 FEET NORTHWEST OF A 20 INCH
 DX1991'CYPRESS TREE, SET 1 FOOT SOUTHEAST OF THE NORTHWEST END OF A CONCRETE
 DX1991'HEADWALL, ABOUT LEVEL WITH THE SOUTHWEST EDGE OF THE HIGHWAY.
 DX1991
 DX1991                          STATION RECOVERY (1973)
 DX1991
 DX1991'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1991'RECOVERED IN GOOD CONDITION.
 DX1991
 DX1991                          STATION RECOVERY (1978)
 DX1991
 DX1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1991'NOT LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1988 ***********************************************************************
 DX1988  DESIGNATION -  3 K 27
 DX1988  PID         -  DX1988
 DX1988  STATE/COUNTY-  CA/ORANGE
 DX1988  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1988
 DX1988                         *CURRENT SURVEY CONTROL
 DX1988  ___________________________________________________________________
 DX1988* NAD 83(1986)-  33 36 25.     (N)    117 52 39.     (W)     SCALED    
 DX1988* NAVD 88     -        28.65   (+/-2cm)      94.0    (feet)  VERTCON   
 DX1988  ___________________________________________________________________
 DX1988  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DX1988  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1988
 DX1988.The horizontal coordinates were scaled from a topographic map and have
 DX1988.an estimated accuracy of +/- 6 seconds.
 DX1988
 DX1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1988.The vertical order pertains to the NGVD 29 superseded value.
 DX1988
 DX1988.The geoid height was determined by GEOID03.
 DX1988
 DX1988;                    North         East    Units  Estimated Accuracy
 DX1988;SPC CA 6     -   660,910.    1,848,970.      MT  (+/- 180 meters Scaled)
 DX1988
 DX1988                          SUPERSEDED SURVEY CONTROL
 DX1988
 DX1988  NGVD 29 (??/??/??)   27.943  (m)           91.68   (f) ADJUSTED    1 1
 DX1988
 DX1988.Superseded values are not recommended for survey control.
 DX1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1988.See file dsdata.txt to determine how the superseded data were derived.
 DX1988
 DX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT185189(NAD 83)
 DX1988_MARKER: DD = SURVEY DISK
 DX1988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1988_SP_SET: CONCRETE APRON
 DX1988_STAMPING: 3K-27-68
 DX1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1988
 DX1988  HISTORY     - Date     Condition        Report By
 DX1988  HISTORY     - 1968     MONUMENTED       CA-059
 DX1988  HISTORY     - 1973     GOOD             CA-059
 DX1988  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX1988
 DX1988                          STATION DESCRIPTION
 DX1988
 DX1988'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1988'1 MI NW FROM CORONA DEL MAR.
 DX1988'1.05 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.)
 DX1988'FROM THE POST OFFICE IN CORONA DEL MAR TO ITS INTERSECTION WITH
 DX1988'THE NEWPORT CENTER ROAD, ABOUT 450 FEET SOUTHEAST ALONG THE HIGHWAY
 DX1988'FROM THE CENTER LINE OF THE ROAD, 65.5 FEET NORTHEAST OF THE CENTER
 DX1988'LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF POWER POLE NUMBER 1728231E,
 DX1988'5 FEET NORTHEAST OF THE SOUTHWEST END OF A CONCRETE HEADWALL, 1.5
 DX1988'FEET SOUTH OF THE SOUTH FACE OF THE HEADWALL, 0.8 OF A FOOT
 DX1988'NORTHEAST OF THE SOUTHWEST END OF A STEEL TRAP GATE, SET IN THE
 DX1988'CONCRETE APRON OF A CONCRETE LINED DRAIN DITCH, ABOUT 5 FEET LOWER
 DX1988'THAN THE HIGHWAY.
 DX1988
 DX1988                          STATION RECOVERY (1973)
 DX1988
 DX1988'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1988'RECOVERED IN GOOD CONDITION.
 DX1988
 DX1988                          STATION RECOVERY (1978)
 DX1988
 DX1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1663 ***********************************************************************
 DX1663  DESIGNATION -  3 K 28
 DX1663  PID         -  DX1663
 DX1663  STATE/COUNTY-  CA/ORANGE
 DX1663  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1663
 DX1663                         *CURRENT SURVEY CONTROL
 DX1663  ___________________________________________________________________
 DX1663* NAD 83(1986)-  33 36 18.     (N)    117 52 22.     (W)     SCALED    
 DX1663* NAVD 88     -        38.16   (+/-2cm)     125.2    (feet)  VERTCON   
 DX1663  ___________________________________________________________________
 DX1663  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DX1663  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1663
 DX1663.The horizontal coordinates were scaled from a topographic map and have
 DX1663.an estimated accuracy of +/- 6 seconds.
 DX1663
 DX1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1663.The vertical order pertains to the NGVD 29 superseded value.
 DX1663
 DX1663.The geoid height was determined by GEOID03.
 DX1663
 DX1663;                    North         East    Units  Estimated Accuracy
 DX1663;SPC CA 6     -   660,690.    1,849,400.      MT  (+/- 180 meters Scaled)
 DX1663
 DX1663                          SUPERSEDED SURVEY CONTROL
 DX1663
 DX1663  NGVD 29 (??/??/??)   37.448  (m)          122.86   (f) ADJUSTED    1 1
 DX1663
 DX1663.Superseded values are not recommended for survey control.
 DX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1663.See file dsdata.txt to determine how the superseded data were derived.
 DX1663
 DX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT190187(NAD 83)
 DX1663_MARKER: DD = SURVEY DISK
 DX1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1663_SP_SET: HEADWALL
 DX1663_STAMPING: 3K-28-68
 DX1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1663
 DX1663  HISTORY     - Date     Condition        Report By
 DX1663  HISTORY     - 1968     MONUMENTED       CA-059
 DX1663  HISTORY     - 1973     GOOD             CA-059
 DX1663  HISTORY     - 1978     GOOD             NGS
 DX1663  HISTORY     - 19950916 MARK NOT FOUND   USPSQD
 DX1663  HISTORY     - 20050120 MARK NOT FOUND   GEOCAC
 DX1663  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1663
 DX1663                          STATION DESCRIPTION
 DX1663
 DX1663'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1663'0.7 MI NW FROM CORONA DEL MAR.
 DX1663'0.7 OF A MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1663'ALT.) FROM THE POST OFFICE IN CORONA DEL MAR TO ITS INTERSECTION
 DX1663'WITH MAC ARTHUR BOULEVARD, THENCE ABOUT 430 FEET NORTHEAST ALONG
 DX1663'THE BOULEVARD, 36 FEET NORTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 DX1663'83 FEET SOUTHWEST OF A STATE FORESTRY FIRE PREVENTION SIGN, SET
 DX1663'IN THE TOP OF AND 1 FOOT NORTHEAST OF THE SOUTHWEST END OF A CONCRETE
 DX1663'HEADWALL, ABOUT LEVEL WITH THE BOULEVARD.
 DX1663
 DX1663                          STATION RECOVERY (1973)
 DX1663
 DX1663'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1663'RECOVERED IN GOOD CONDITION.
 DX1663
 DX1663                          STATION RECOVERY (1978)
 DX1663
 DX1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1663'RECOVERED IN GOOD CONDITION.
 DX1663
 DX1663                          STATION RECOVERY (1995)
 DX1663
 DX1663'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1663'MARK NOT FOUND.
 DX1663
 DX1663                          STATION RECOVERY (2005)
 DX1663
 DX1663'RECOVERY NOTE BY GEOCACHING 2005 (EDP)
 DX1663'A HOUSING DEVELOPMENT WAS BUILT IN 1999 AND THE AREA WAS RELANDSCAPED.
 DX1663'THERE ARE NO HEADWALLS IN THE AREA.
 DX1663
 DX1663                          STATION RECOVERY (2006)
 DX1663
 DX1663'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1965 ***********************************************************************
 DX1965  DESIGNATION -  3 K 28 A 68
 DX1965  PID         -  DX1965
 DX1965  STATE/COUNTY-  CA/ORANGE
 DX1965  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1965
 DX1965                         *CURRENT SURVEY CONTROL
 DX1965  ___________________________________________________________________
 DX1965* NAD 83(1986)-  33 36 01.     (N)    117 52 45.     (W)     SCALED    
 DX1965* NAVD 88     -        12.296  (meters)      40.34   (feet)  ADJUSTED  
 DX1965  ___________________________________________________________________
 DX1965  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DX1965  DYNAMIC HT  -          12.283 (meters)      40.30  (feet)  COMP
 DX1965  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DX1965
 DX1965  VERT ORDER  -  FIRST     CLASS I
 DX1965
 DX1965.The horizontal coordinates were scaled from a topographic map and have
 DX1965.an estimated accuracy of +/- 6 seconds.
 DX1965
 DX1965.The orthometric height was determined by differential leveling
 DX1965.and adjusted in February 1997.
 DX1965.WARNING-Repeat measurements at this control monument indicate possible
 DX1965.vertical movement.
 DX1965
 DX1965.The geoid height was determined by GEOID03.
 DX1965
 DX1965.The dynamic height is computed by dividing the NAVD 88
 DX1965.geopotential number by the normal gravity value computed on the
 DX1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1965.degrees latitude (g = 980.6199 gals.).
 DX1965
 DX1965.The modeled gravity was interpolated from observed gravity values.
 DX1965
 DX1965;                    North         East    Units  Estimated Accuracy
 DX1965;SPC CA 6     -   660,170.    1,848,800.      MT  (+/- 180 meters Scaled)
 DX1965
 DX1965                          SUPERSEDED SURVEY CONTROL
 DX1965
 DX1965  NAVD 88 (06/15/91)   12.363  (m)           40.56   (f) UNKNOWN     1 1
 DX1965  NGVD 29 (??/??/92)   11.692  (m)           38.36   (f) ADJ UNCH    1 1
 DX1965
 DX1965.Superseded values are not recommended for survey control.
 DX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1965.See file dsdata.txt to determine how the superseded data were derived.
 DX1965
 DX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT184181(NAD 83)
 DX1965_MARKER: DD = SURVEY DISK
 DX1965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1965_SP_SET: CATCH BASIN
 DX1965_STAMPING: 3 K 28 A 68
 DX1965_MARK LOGO: CA-059
 DX1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1965+STABILITY: SURFACE MOTION
 DX1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX1965+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2004
 DX1965
 DX1965  HISTORY     - Date     Condition        Report By
 DX1965  HISTORY     - 1968     MONUMENTED       CA-059
 DX1965  HISTORY     - 1973     GOOD             CA-059
 DX1965  HISTORY     - 1978     GOOD             NGS
 DX1965  HISTORY     - 1988     GOOD             NGS
 DX1965  HISTORY     - 19940817 GOOD             MWDSC
 DX1965  HISTORY     - 20040104 GOOD             GEOCAC
 DX1965
 DX1965                          STATION DESCRIPTION
 DX1965
 DX1965'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1965'AT CORONA DEL MAR.
 DX1965'0.7 MILE NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE
 DX1965'IN CORONA DEL MAR, TO ITS INTERSECTION WITH CARNATION AVENUE,
 DX1965'43 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE, 17 FEET
 DX1965'NORTHWEST OF THE CENTER LINE OF THE AVENUE, IN THE SOUTH CORNER
 DX1965'OF A CONCRETE CATCH BASIN, ABOUT 0.8 OF A FOOT HIGHER THAN THE
 DX1965'ROAD.
 DX1965
 DX1965                          STATION RECOVERY (1973)
 DX1965
 DX1965'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1965'RECOVERED IN GOOD CONDITION.
 DX1965
 DX1965                          STATION RECOVERY (1978)
 DX1965
 DX1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1965'RECOVERED IN GOOD CONDITION.
 DX1965
 DX1965                          STATION RECOVERY (1988)
 DX1965
 DX1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1965'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.70
 DX1965'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX1965'MAR, IN THE NORTH CORNER OF THE T-JUNCTION OF CARNATION AVENUE, IN
 DX1965'TOP OF THE EAST CORNER OF A 4 BY 5 FT CONCRETE AND METAL CATCH BASIN,
 DX1965'15.8 M (51.8 FT) NORTHEAST OF THE DRIVE CENTERLINE, 6.1 M (20.0 FT)
 DX1965'NORTHWEST OF THE AVENUE CENTERLINE.
 DX1965'THE MARK IS 0.3 M ABOVE THE DRIVE.
 DX1965
 DX1965                          STATION RECOVERY (1994)
 DX1965
 DX1965'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX1965'CORONA DEL MAR, NEAR NORTHWEST CORNER OF INTERSECTION OF CARNATION
 DX1965'AVENUE AND BAYSIDE DRIVE, 36 FEET (11.0 M) NORTHEAST OF CENTERLINE OF
 DX1965'BAYSIDE DRIVE, 21 FEET (6.4 M) NORTHWEST OF CENTERLINE OF CARNATION
 DX1965'AVENUE, FLUSH IN TOP OF NORTHEAST CORNER OF 4 FEET (1.2 M) BY 4 FEET
 DX1965'(1.2 M) CONCRETE CATCH BASIN, A 4 INCH ORANGE COUNTY SURVEYOR ALUMINUM
 DX1965'DISK STAMPED 3 K 28 A 68 REFERENCE MWD FB 2011 03 104.
 DX1965
 DX1965                          STATION RECOVERY (2004)
 DX1965
 DX1965'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DX1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1975 ***********************************************************************
 DX1975  DESIGNATION -  3 K 28 B
 DX1975  PID         -  DX1975
 DX1975  STATE/COUNTY-  CA/ORANGE
 DX1975  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1975
 DX1975                         *CURRENT SURVEY CONTROL
 DX1975  ___________________________________________________________________
 DX1975* NAD 83(1986)-  33 36 37.     (N)    117 53 18.     (W)     SCALED    
 DX1975* NAVD 88     -         4.443  (meters)      14.58   (feet)  ADJUSTED  
 DX1975  ___________________________________________________________________
 DX1975  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DX1975  DYNAMIC HT  -           4.439 (meters)      14.56  (feet)  COMP
 DX1975  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 DX1975
 DX1975  VERT ORDER  -  FIRST     CLASS I
 DX1975
 DX1975.The horizontal coordinates were scaled from a topographic map and have
 DX1975.an estimated accuracy of +/- 6 seconds.
 DX1975
 DX1975.The orthometric height was determined by differential leveling
 DX1975.and adjusted in June 1991.
 DX1975.WARNING-Repeat measurements at this control monument indicate possible
 DX1975.vertical movement.
 DX1975
 DX1975.The geoid height was determined by GEOID03.
 DX1975
 DX1975.The dynamic height is computed by dividing the NAVD 88
 DX1975.geopotential number by the normal gravity value computed on the
 DX1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1975.degrees latitude (g = 980.6199 gals.).
 DX1975
 DX1975.The modeled gravity was interpolated from observed gravity values.
 DX1975
 DX1975;                    North         East    Units  Estimated Accuracy
 DX1975;SPC CA 6     -   661,300.    1,847,970.      MT  (+/- 180 meters Scaled)
 DX1975
 DX1975                          SUPERSEDED SURVEY CONTROL
 DX1975
 DX1975  NGVD 29 (??/??/92)    3.733  (m)           12.25   (f) ADJ UNCH    1 1
 DX1975
 DX1975.Superseded values are not recommended for survey control.
 DX1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1975.See file dsdata.txt to determine how the superseded data were derived.
 DX1975
 DX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT175192(NAD 83)
 DX1975_MARKER: DD = SURVEY DISK
 DX1975_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX1975_SP_SET: CURB
 DX1975_STAMPING: 3K-28B-68
 DX1975_MARK LOGO: CA-059
 DX1975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1975
 DX1975  HISTORY     - Date     Condition        Report By
 DX1975  HISTORY     - 1968     MONUMENTED       CA-059
 DX1975  HISTORY     - 1969     GOOD             NGS
 DX1975  HISTORY     - 1973     GOOD             CA-059
 DX1975  HISTORY     - 1978     GOOD             NGS
 DX1975  HISTORY     - 1988     GOOD             NGS
 DX1975  HISTORY     - 19950916 GOOD             USPSQD
 DX1975
 DX1975                          STATION DESCRIPTION
 DX1975
 DX1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX1975'AT CORONA DEL MAR.
 DX1975'0.4 OF A MILE NORTHWEST ALONG BAYSIDE DRIVE FROM THE ENTRANCE
 DX1975'INTO THE HARBOR DEPARTMENT AND THE UNITED STATES COAST GUARD
 DX1975'HEADQUARTERS TO NUMBER 1317 BAYSIDE DRIVE, 18 FEET NORTHEAST
 DX1975'OF THE DRIVE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 DX1975'CONCRETE CATCH BASIN, 0.60 OF A FOOT HIGHER THAN THE GUTTER.
 DX1975
 DX1975                          STATION RECOVERY (1973)
 DX1975
 DX1975'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1975'RECOVERED IN GOOD CONDITION.
 DX1975
 DX1975                          STATION RECOVERY (1978)
 DX1975
 DX1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1975'RECOVERED IN GOOD CONDITION.
 DX1975
 DX1975                          STATION RECOVERY (1988)
 DX1975
 DX1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1975'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.50
 DX1975'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX1975'MAR, 5.9 M (19.4 FT) NORTHEAST OF THE DRIVE CENTERLINE, 3.0 M (9.8
 DX1975'FT) NORTHWEST OF THE PROLONGATION OF THE NORTHWEST EDGE OF A DRIVEWAY
 DX1975'TO A HOUSE NUMBERED 1317, 7.5 M (24.6 FT) SOUTHEAST OF A STREET LIGHT
 DX1975'POLE, 0.1 M (0.3 FT) SOUTHEAST OF THE SOUTH CORNER OF A CATCH BASIN.
 DX1975'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DX1975
 DX1975                          STATION RECOVERY (1995)
 DX1975
 DX1975'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1660 ***********************************************************************
 DX1660  DESIGNATION -  3 K 29 68
 DX1660  PID         -  DX1660
 DX1660  STATE/COUNTY-  CA/ORANGE
 DX1660  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1660
 DX1660                         *CURRENT SURVEY CONTROL
 DX1660  ___________________________________________________________________
 DX1660* NAD 83(1986)-  33 35 54.     (N)    117 52 22.     (W)     SCALED    
 DX1660* NAVD 88     -        25.654  (meters)      84.17   (feet)  ADJUSTED  
 DX1660  ___________________________________________________________________
 DX1660  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DX1660  DYNAMIC HT  -          25.627 (meters)      84.08  (feet)  COMP
 DX1660  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 DX1660
 DX1660  VERT ORDER  -  FIRST     CLASS I
 DX1660
 DX1660.The horizontal coordinates were scaled from a topographic map and have
 DX1660.an estimated accuracy of +/- 6 seconds.
 DX1660
 DX1660.The orthometric height was determined by differential leveling
 DX1660.and adjusted in June 1991.
 DX1660
 DX1660.The geoid height was determined by GEOID03.
 DX1660
 DX1660.The dynamic height is computed by dividing the NAVD 88
 DX1660.geopotential number by the normal gravity value computed on the
 DX1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1660.degrees latitude (g = 980.6199 gals.).
 DX1660
 DX1660.The modeled gravity was interpolated from observed gravity values.
 DX1660
 DX1660;                    North         East    Units  Estimated Accuracy
 DX1660;SPC CA 6     -   659,950.    1,849,390.      MT  (+/- 180 meters Scaled)
 DX1660
 DX1660                          SUPERSEDED SURVEY CONTROL
 DX1660
 DX1660  NGVD 29 (??/??/92)   24.940  (m)           81.82   (f) ADJ UNCH    1 1
 DX1660
 DX1660.Superseded values are not recommended for survey control.
 DX1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1660.See file dsdata.txt to determine how the superseded data were derived.
 DX1660
 DX1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT190179(NAD 83)
 DX1660_MARKER: DD = SURVEY DISK
 DX1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1660_SP_SET: CATCH BASIN
 DX1660_STAMPING: 3 K 29 68
 DX1660_MARK LOGO: CA-059
 DX1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1660+STABILITY: SURFACE MOTION
 DX1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1660+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 DX1660
 DX1660  HISTORY     - Date     Condition        Report By
 DX1660  HISTORY     - 1968     MONUMENTED       CA-059
 DX1660  HISTORY     - 1969     GOOD             NGS
 DX1660  HISTORY     - 1973     GOOD             CA-059
 DX1660  HISTORY     - 1978     GOOD             NGS
 DX1660  HISTORY     - 1988     GOOD             NGS
 DX1660  HISTORY     - 19940817 GOOD             MWDSC
 DX1660
 DX1660                          STATION DESCRIPTION
 DX1660
 DX1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX1660'AT CORONA DEL MAR.
 DX1660'6 BLOCKS NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT)
 DX1660'FROM THE POST OFFICE AT CORONA DEL MAR TO ITS INTERSECTION
 DX1660'WITH IRIS AVENUE, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1660'HIGHWAY, 49.5 FEET SOUTHEAST OF THE CENTER LINE OF THE AVENUE,
 DX1660'17.5 FEET SOUTHEAST OF A FIRE HYDRANT, 22.5 FEET SOUTHEAST
 DX1660'OF A STREET LIGHT POLE, SET IN THE TOP OF THE NORTHEAST CORNER
 DX1660'OF A CONCRETE CATCH BASIN, 0.60 OF A FOOT HIGHER THAN THE GUTTER.
 DX1660
 DX1660                          STATION RECOVERY (1973)
 DX1660
 DX1660'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1660'RECOVERED IN GOOD CONDITION.
 DX1660
 DX1660                          STATION RECOVERY (1978)
 DX1660
 DX1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1660'RECOVERED IN GOOD CONDITION.
 DX1660
 DX1660                          STATION RECOVERY (1988)
 DX1660
 DX1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1660'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CORONA DEL
 DX1660'MAR, IN THE SOUTH CORNER OF THE T-JUNCTION OF STATE HIGHWAY 1 AND
 DX1660'IRIS AVENUE, IN TOP OF THE NORTH CORNER OF A CATCH BASIN, 10.9 M
 DX1660'(35.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.1 M (49.5 FT)
 DX1660'SOUTHEAST OF THE AVENUE CENTERLINE, 4.6 M (15.1 FT) SOUTHEAST OF A
 DX1660'STREET LIGHT POLE.
 DX1660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX1660
 DX1660                          STATION RECOVERY (1994)
 DX1660
 DX1660'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX1660'CORONA DEL MAR, NEAR SOUTHEAST CORNER OF INTERSECTION OF PACIFIC COAST
 DX1660'HWY AND IRIS AVENUE, 49 FEET (14.9 M) SOUTHEAST OF CENTERLINE OF IRIS
 DX1660'AVENUE, 36 FEET (11.0 M) SOUTHWEST OF CENTERLINE OF PACIFIC COAST HWY,
 DX1660'FLUSH IN TOP OF NORTHWEST CORNER OF 9 FEET (2.7 M) BY 4 FEET (1.2 M)
 DX1660'CONCRETE CATCH BASIN, A 4 INCH ORANGE COUNTY SURVEYOR ALUMINUM DISK
 DX1660'STAMPED 3K 29 68 REFERENCE MWD FB 2011 03 103.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1649 ***********************************************************************
 DX1649  DESIGNATION -  3 K 30
 DX1649  PID         -  DX1649
 DX1649  STATE/COUNTY-  CA/ORANGE
 DX1649  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1649
 DX1649                         *CURRENT SURVEY CONTROL
 DX1649  ___________________________________________________________________
 DX1649* NAD 83(1986)-  33 34 51.     (N)    117 50 43.     (W)     SCALED    
 DX1649* NAVD 88     -        37.996  (meters)     124.66   (feet)  ADJUSTED  
 DX1649  ___________________________________________________________________
 DX1649  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DX1649  DYNAMIC HT  -          37.957 (meters)     124.53  (feet)  COMP
 DX1649  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 DX1649
 DX1649  VERT ORDER  -  FIRST     CLASS I
 DX1649
 DX1649.The horizontal coordinates were scaled from a topographic map and have
 DX1649.an estimated accuracy of +/- 6 seconds.
 DX1649
 DX1649.The orthometric height was determined by differential leveling
 DX1649.and adjusted in June 1991.
 DX1649
 DX1649.The geoid height was determined by GEOID03.
 DX1649
 DX1649.The dynamic height is computed by dividing the NAVD 88
 DX1649.geopotential number by the normal gravity value computed on the
 DX1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1649.degrees latitude (g = 980.6199 gals.).
 DX1649
 DX1649.The modeled gravity was interpolated from observed gravity values.
 DX1649
 DX1649;                    North         East    Units  Estimated Accuracy
 DX1649;SPC CA 6     -   657,970.    1,851,910.      MT  (+/- 180 meters Scaled)
 DX1649
 DX1649                          SUPERSEDED SURVEY CONTROL
 DX1649
 DX1649  NGVD 29 (??/??/92)   37.281  (m)          122.31   (f) ADJ UNCH    1 1
 DX1649
 DX1649.Superseded values are not recommended for survey control.
 DX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1649.See file dsdata.txt to determine how the superseded data were derived.
 DX1649
 DX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT215160(NAD 83)
 DX1649_MARKER: DD = SURVEY DISK
 DX1649_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX1649+WITH SETTING: PAVEMENT
 DX1649_SP_SET: CONCRETE SUPPORT POST
 DX1649_STAMPING: 3K-30-68
 DX1649_MARK LOGO: CA-059
 DX1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1649+STABILITY: SURFACE MOTION
 DX1649
 DX1649  HISTORY     - Date     Condition        Report By
 DX1649  HISTORY     - 1968     MONUMENTED       CA-059
 DX1649  HISTORY     - 1973     GOOD             CA-059
 DX1649  HISTORY     - 1978     GOOD             NGS
 DX1649  HISTORY     - 1988     GOOD             NGS
 DX1649
 DX1649                          STATION DESCRIPTION
 DX1649
 DX1649'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1649'1.6 MI SE FROM CORONA DEL MAR.
 DX1649'1.6 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1649'ALT) FROM THE POST OFFICE IN CORONA DEL MAR, 67 FEET NORTHEAST
 DX1649'OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANHOLE
 DX1649'ABOUT 2 FEET ABOVE THE GROUND AND MARKED LBCWD WITH A 6 INCH BY
 DX1649'6 FOOT VENT PIPE ON THE NORTHWEST SIDE OF THE MANHOLE, SET IN THE
 DX1649'TOP ON THE WEST SIDE OF A CONCRETE CRADLE FOR A 36 INCH WATER
 DX1649'PIPE, ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 DX1649
 DX1649                          STATION RECOVERY (1973)
 DX1649
 DX1649'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1649'RECOVERED IN GOOD CONDITION.
 DX1649
 DX1649                          STATION RECOVERY (1978)
 DX1649
 DX1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1649'RECOVERED IN GOOD CONDITION.
 DX1649
 DX1649                          STATION RECOVERY (1988)
 DX1649
 DX1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1649'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.5 KM (1.55
 DX1649'MI) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN CORONA
 DX1649'DEL MAR, 0.35 KM (0.20 MI) SOUTHEAST OF THE T-JUNCTION OF A ROAD TO
 DX1649'PELICAN POINT, IN TOP OF THE SOUTHWEST END OF A CONCRETE SUPPORT POST
 DX1649'FOR A 36-INCH WATER PIPE OVER A SMALL DRAW, 30.4 M (99.7 FT)
 DX1649'NORTHEAST OF THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT) SOUTHEAST OF A
 DX1649'MANHOLE WHICH PROJECTS 0.6 M (2.0 FT) AND WITH A 2.0 M (6.6 FT) VENT
 DX1649'PIPE.
 DX1649'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1641 ***********************************************************************
 DX1641  DESIGNATION -  3 K 31
 DX1641  PID         -  DX1641
 DX1641  STATE/COUNTY-  CA/ORANGE
 DX1641  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1641
 DX1641                         *CURRENT SURVEY CONTROL
 DX1641  ___________________________________________________________________
 DX1641* NAD 83(1986)-  33 33 21.     (N)    117 48 51.     (W)     SCALED    
 DX1641* NAVD 88     -        35.712  (meters)     117.17   (feet)  ADJUSTED  
 DX1641  ___________________________________________________________________
 DX1641  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DX1641  DYNAMIC HT  -          35.675 (meters)     117.04  (feet)  COMP
 DX1641  MODELED GRAV-     979,608.5   (mgal)                       NAVD 88
 DX1641
 DX1641  VERT ORDER  -  FIRST     CLASS I
 DX1641
 DX1641.The horizontal coordinates were scaled from a topographic map and have
 DX1641.an estimated accuracy of +/- 6 seconds.
 DX1641
 DX1641.The orthometric height was determined by differential leveling
 DX1641.and adjusted in June 1991.
 DX1641
 DX1641.The geoid height was determined by GEOID03.
 DX1641
 DX1641.The dynamic height is computed by dividing the NAVD 88
 DX1641.geopotential number by the normal gravity value computed on the
 DX1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1641.degrees latitude (g = 980.6199 gals.).
 DX1641
 DX1641.The modeled gravity was interpolated from observed gravity values.
 DX1641
 DX1641;                    North         East    Units  Estimated Accuracy
 DX1641;SPC CA 6     -   655,150.    1,854,760.      MT  (+/- 180 meters Scaled)
 DX1641
 DX1641                          SUPERSEDED SURVEY CONTROL
 DX1641
 DX1641  NGVD 29 (??/??/92)   35.002  (m)          114.84   (f) ADJ UNCH    1 1
 DX1641
 DX1641.Superseded values are not recommended for survey control.
 DX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1641.See file dsdata.txt to determine how the superseded data were derived.
 DX1641
 DX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT244132(NAD 83)
 DX1641_MARKER: DD = SURVEY DISK
 DX1641_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX1641_SP_SET: SIDEWALK
 DX1641_STAMPING: 3 K-31-68
 DX1641_MARK LOGO: CA-059
 DX1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1641
 DX1641  HISTORY     - Date     Condition        Report By
 DX1641  HISTORY     - 1968     MONUMENTED       CA-059
 DX1641  HISTORY     - 1973     GOOD             CA-059
 DX1641  HISTORY     - 1978     GOOD             NGS
 DX1641  HISTORY     - 1988     GOOD             NGS
 DX1641  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 DX1641
 DX1641                          STATION DESCRIPTION
 DX1641
 DX1641'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1641'1.8 MI NW FROM LAGUNA BEACH.
 DX1641'1.8 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1641'ALT.) FROM THE ART GALLERY IN LAGUNA BEACH TO THE CONCRETE
 DX1641'BRIDGE OVERCROSSING OF A ROAD LEADING INTO IRVINE COVER, 49
 DX1641'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET
 DX1641'SOUTHEAST OF THE NORTHWEST END OF A 3 FOOT HIGH STEEL GUARD
 DX1641'RAIL, 1.4 FEET NORTHWEST OF THE NORTHWEST END OF THE BRIDGE, 0.3
 DX1641'OF A FOOT WEST OF THE EAST SIDE OF THE BRIDGE, 27 FEET SOUTHEAST
 DX1641'OF POWER POLE NUMBER 1238845E, SET IN A CONCRETE WALK, 0.6 OF
 DX1641'A FOOT HIGHER THAN THE HIGHWAY.
 DX1641
 DX1641                          STATION RECOVERY (1973)
 DX1641
 DX1641'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1641'RECOVERED IN GOOD CONDITION.
 DX1641
 DX1641                          STATION RECOVERY (1978)
 DX1641
 DX1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1641'RECOVERED IN GOOD CONDITION.
 DX1641
 DX1641                          STATION RECOVERY (1988)
 DX1641
 DX1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1641'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM (1.95
 DX1641'MI) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE T-JUNCTION OF BROADWAY
 DX1641'IN LAGUNA BEACH, IN THE NORTH CORNER OF A BRIDGE OVER A ROAD LEADING
 DX1641'TO IRVINE COVE, IN TOP AND 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST
 DX1641'END OF THE NORTHEAST SIDEWALK OF THE BRIDGE, 14.9 M (48.9 FT)
 DX1641'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.2 M (0.7 FT) NORTHEAST OF A
 DX1641'METAL GUARDRAIL.  NOTE--THAT PART OF THE SIDEWALK IN WHICH THE MARK
 DX1641'IS SET IS THE TOP OF THE BRIDGE ABUTMENT.
 DX1641'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 DX1641
 DX1641                          STATION RECOVERY (1996)
 DX1641
 DX1641'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1636 ***********************************************************************
 DX1636  DESIGNATION -  3 K 32
 DX1636  PID         -  DX1636
 DX1636  STATE/COUNTY-  CA/ORANGE
 DX1636  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1636
 DX1636                         *CURRENT SURVEY CONTROL
 DX1636  ___________________________________________________________________
 DX1636* NAD 83(1986)-  33 32 40.     (N)    117 47 25.     (W)     SCALED    
 DX1636* NAVD 88     -        21.669  (meters)      71.09   (feet)  ADJUSTED  
 DX1636  ___________________________________________________________________
 DX1636  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1636  DYNAMIC HT  -          21.646 (meters)      71.02  (feet)  COMP
 DX1636  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 DX1636
 DX1636  VERT ORDER  -  FIRST     CLASS I
 DX1636
 DX1636.The horizontal coordinates were scaled from a topographic map and have
 DX1636.an estimated accuracy of +/- 6 seconds.
 DX1636
 DX1636.The orthometric height was determined by differential leveling
 DX1636.and adjusted in June 1991.
 DX1636.WARNING-Repeat measurements at this control monument indicate possible
 DX1636.vertical movement.
 DX1636
 DX1636.The geoid height was determined by GEOID03.
 DX1636
 DX1636.The dynamic height is computed by dividing the NAVD 88
 DX1636.geopotential number by the normal gravity value computed on the
 DX1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1636.degrees latitude (g = 980.6199 gals.).
 DX1636
 DX1636.The modeled gravity was interpolated from observed gravity values.
 DX1636
 DX1636;                    North         East    Units  Estimated Accuracy
 DX1636;SPC CA 6     -   653,860.    1,856,960.      MT  (+/- 180 meters Scaled)
 DX1636
 DX1636                          SUPERSEDED SURVEY CONTROL
 DX1636
 DX1636  NGVD 29 (??/??/92)   20.966  (m)           68.79   (f) ADJ UNCH    1 1
 DX1636
 DX1636.Superseded values are not recommended for survey control.
 DX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1636.See file dsdata.txt to determine how the superseded data were derived.
 DX1636
 DX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT266119(NAD 83)
 DX1636_MARKER: DD = SURVEY DISK
 DX1636_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX1636_SP_SET: SIDEWALK
 DX1636_STAMPING: 3 K-32-68
 DX1636_MARK LOGO: CA-059
 DX1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1636+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DX1636
 DX1636  HISTORY     - Date     Condition        Report By
 DX1636  HISTORY     - 1968     MONUMENTED       CA-059
 DX1636  HISTORY     - 1973     GOOD             CA-059
 DX1636  HISTORY     - 1978     GOOD             NGS
 DX1636  HISTORY     - 1988     GOOD             NGS
 DX1636  HISTORY     - 1990     GOOD             USPSQD
 DX1636  HISTORY     - 19960127 GOOD             USPSQD
 DX1636  HISTORY     - 20050510 GOOD             USPSQD
 DX1636
 DX1636                          STATION DESCRIPTION
 DX1636
 DX1636'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1636'AT LAGUNA BEACH.
 DX1636'ABOUT 0.1 OF A MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY
 DX1636'(U.S. 101 ALT.) FROM THE ART GALLERY IN LAGUNA BEACH TO ITS
 DX1636'INTERSECTION WITH JASMINE STREET, 45 FEET SOUTHWEST OF THE
 DX1636'CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF THE CENTER LINE
 DX1636'OF THE STREET, 17.6 FEET SOUTHWEST OF LIGHT POLE NUMBER 881655E,
 DX1636'7.5 FEET NORTHWEST OF A WATER VALVE UNDER AN IRON LID, 0.6 OF
 DX1636'A FOOT SOUTH OF THE NORTH FACE OF THE CURB, SET IN THE NORTHWEST
 DX1636'CORNER OF A CONCRETE SLAB AROUND A METER BOX, 0.6 OF A FOOT
 DX1636'HIGHER THAN THE GUTTER.
 DX1636
 DX1636                          STATION RECOVERY (1973)
 DX1636
 DX1636'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1636'RECOVERED IN GOOD CONDITION.
 DX1636
 DX1636                          STATION RECOVERY (1978)
 DX1636
 DX1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1636'RECOVERED IN GOOD CONDITION.
 DX1636
 DX1636                          STATION RECOVERY (1988)
 DX1636
 DX1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1636'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.30
 DX1636'MI) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE T-JUNCTION OF BROADWAY
 DX1636'IN LAGUNA BEACH, IN THE SOUTH CORNER OF THE INTERSECTION OF JASMINE
 DX1636'STREET, IN THE SIDEWALK, 13.7 M (44.9 FT) SOUTHWEST OF THE HIGHWAY
 DX1636'CENTERLINE, 4.6 M (15.1 FT) SOUTHEAST OF THE STREET CENTERLINE, 5.4 M
 DX1636'(17.7 FT) WEST OF A STREET LIGHT POLE, 0.2 M (0.7 FT) SOUTHEAST OF
 DX1636'THE SOUTHEAST CURB OF THE STREET.
 DX1636'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX1636
 DX1636                          STATION RECOVERY (1990)
 DX1636
 DX1636'RECOVERY NOTE BY US POWER SQUADRON 1990 (RA)
 DX1636'RECOVERED IN GOOD CONDITION.
 DX1636
 DX1636                          STATION RECOVERY (1996)
 DX1636
 DX1636'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1636'RECOVERED IN GOOD CONDITION.
 DX1636
 DX1636                          STATION RECOVERY (2005)
 DX1636
 DX1636'RECOVERY NOTE BY US POWER SQUADRON 2005 (WK)
 DX1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1633 ***********************************************************************
 DX1633  DESIGNATION -  3 K 33
 DX1633  PID         -  DX1633
 DX1633  STATE/COUNTY-  CA/ORANGE
 DX1633  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1633
 DX1633                         *CURRENT SURVEY CONTROL
 DX1633  ___________________________________________________________________
 DX1633* NAD 83(1986)-  33 32 30.     (N)    117 47 07.     (W)     SCALED    
 DX1633* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 DX1633  ___________________________________________________________________
 DX1633  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX1633  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1633
 DX1633.The horizontal coordinates were scaled from a topographic map and have
 DX1633.an estimated accuracy of +/- 6 seconds.
 DX1633
 DX1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1633.The vertical order pertains to the NGVD 29 superseded value.
 DX1633
 DX1633.The geoid height was determined by GEOID03.
 DX1633
 DX1633;                    North         East    Units  Estimated Accuracy
 DX1633;SPC CA 6     -   653,540.    1,857,420.      MT  (+/- 180 meters Scaled)
 DX1633
 DX1633                          SUPERSEDED SURVEY CONTROL
 DX1633
 DX1633  NGVD 29 (??/??/??)    2.483  (m)            8.15   (f) ADJUSTED    1 1
 DX1633
 DX1633.Superseded values are not recommended for survey control.
 DX1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1633.See file dsdata.txt to determine how the superseded data were derived.
 DX1633
 DX1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT270116(NAD 83)
 DX1633_MARKER: Z = SEE DESCRIPTION
 DX1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1633_SP_SET: CATCH BASIN
 DX1633_STAMPING: 3K-33-68
 DX1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1633
 DX1633  HISTORY     - Date     Condition        Report By
 DX1633  HISTORY     - 1968     MONUMENTED       CA-059
 DX1633  HISTORY     - 1973     GOOD             CA-059
 DX1633  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX1633
 DX1633                          STATION DESCRIPTION
 DX1633
 DX1633'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1633'AT LAGUNA BEACH.
 DX1633'0.2 OF A MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S.
 DX1633'101 ALT.) FROM THE ART GALLERY IN LAGUNA BEACH TO ITS INTERSECTION
 DX1633'WITH BROADWAY, ABOUT 120 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1633'HIGHWAY, 24 FEET SOUTHEAST OF THE CENTER LINE OF BROADWAY, 12.6
 DX1633'FEET NORTHEAST OF THE BOTTOM STEP OF THE WOOD STAIRS LEADING TO
 DX1633'THE BEACH, 10.5 FEET NORTHEAST OF TWIN 6 INCH BY 2.5 FEET
 DX1633'IRON VENT PIPES, 10.2 FEET NORTHEAST OF THE NORTHWEST CORNER
 DX1633'OF A TELEPHONE BOOTH, SET IN THE SOUTHEAST CORNER OF A CONCRETE
 DX1633'CATCH BASIN, LEVEL WITH THE GUTTER.
 DX1633
 DX1633                          STATION RECOVERY (1973)
 DX1633
 DX1633'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1633'RECOVERED IN GOOD CONDITION.
 DX1633
 DX1633                          STATION RECOVERY (1978)
 DX1633
 DX1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1997 ***********************************************************************
 DX1997  DESIGNATION -  3 K 34
 DX1997  PID         -  DX1997
 DX1997  STATE/COUNTY-  CA/ORANGE
 DX1997  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1997
 DX1997                         *CURRENT SURVEY CONTROL
 DX1997  ___________________________________________________________________
 DX1997* NAD 83(1986)-  33 36 45.     (N)    117 53 42.     (W)     SCALED    
 DX1997* NAVD 88     -        11.38   (+/-2cm)      37.3    (feet)  VERTCON   
 DX1997  ___________________________________________________________________
 DX1997  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DX1997  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1997
 DX1997.The horizontal coordinates were scaled from a topographic map and have
 DX1997.an estimated accuracy of +/- 6 seconds.
 DX1997
 DX1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1997.The vertical order pertains to the NGVD 29 superseded value.
 DX1997
 DX1997.The geoid height was determined by GEOID03.
 DX1997
 DX1997;                    North         East    Units  Estimated Accuracy
 DX1997;SPC CA 6     -   661,550.    1,847,350.      MT  (+/- 180 meters Scaled)
 DX1997
 DX1997                          SUPERSEDED SURVEY CONTROL
 DX1997
 DX1997  NGVD 29 (??/??/92)   10.68   (m)           35.0    (f) COMPUTED    1 1
 DX1997
 DX1997.Superseded values are not recommended for survey control.
 DX1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1997.See file dsdata.txt to determine how the superseded data were derived.
 DX1997
 DX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT169195(NAD 83)
 DX1997_MARKER: DD = SURVEY DISK
 DX1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1997_SP_SET: CATCH BASIN
 DX1997_STAMPING: 3K-34-73
 DX1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1997
 DX1997  HISTORY     - Date     Condition        Report By
 DX1997  HISTORY     - 1973     MONUMENTED       CA-059
 DX1997
 DX1997                          STATION DESCRIPTION
 DX1997
 DX1997'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX1997'IN NEWPORT BEACH.
 DX1997'BENCHMARK IS LOCATED IN THE WEST CORNER OF A FOUR AND ONE-HALF
 DX1997'FOOT BY FIVE FOOT CATCH BASIN, APPROXIMATELY 0.6 MILES SOUTHERLY
 DX1997'ALONG PACIFIC COAST HIGHWAY FROM THE NEWPORT BAY BRIDGE, 20 FEET
 DX1997'NORTHEAST OF GUIDE POLE 665722E, 59 FEET NORTHEAST OF LIGHT STANDARD
 DX1997'(NO NUMBER WAS FOUND) AND 87 FEET SOUTH OF POWER POLE 624169E, 46
 DX1997'FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY AND 1 FOOT HIGHER
 DX1997'THAN THE HIGHWAY, 4 FEET SOUTH OF CURB AND GUTTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0492 ***********************************************************************
 DW0492  DESIGNATION -  3 K MWDSC
 DW0492  PID         -  DW0492
 DW0492  STATE/COUNTY-  CA/RIVERSIDE
 DW0492  USGS QUAD   -  DESERT CENTER (1986)
 DW0492
 DW0492                         *CURRENT SURVEY CONTROL
 DW0492  ___________________________________________________________________
 DW0492* NAD 83(1986)-  33 44 13.     (N)    115 29 13.     (W)     SCALED    
 DW0492* NAVD 88     -       360.522  (meters)    1182.81   (feet)  ADJUSTED  
 DW0492  ___________________________________________________________________
 DW0492  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0492  DYNAMIC HT  -         360.113 (meters)    1181.47  (feet)  COMP
 DW0492  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 DW0492
 DW0492  VERT ORDER  -  FIRST     CLASS I
 DW0492
 DW0492.The horizontal coordinates were scaled from a topographic map and have
 DW0492.an estimated accuracy of +/- 6 seconds.
 DW0492
 DW0492.The orthometric height was determined by differential leveling
 DW0492.and adjusted in June 1991.
 DW0492
 DW0492.The geoid height was determined by GEOID03.
 DW0492
 DW0492.The dynamic height is computed by dividing the NAVD 88
 DW0492.geopotential number by the normal gravity value computed on the
 DW0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0492.degrees latitude (g = 980.6199 gals.).
 DW0492
 DW0492.The modeled gravity was interpolated from observed gravity values.
 DW0492
 DW0492;                    North         East    Units  Estimated Accuracy
 DW0492;SPC CA 6     -   674,410.    2,070,710.      MT  (+/- 180 meters Scaled)
 DW0492
 DW0492                          SUPERSEDED SURVEY CONTROL
 DW0492
 DW0492  NGVD 29 (??/??/92)  359.823  (m)         1180.52   (f) ADJ UNCH    1 1
 DW0492
 DW0492.Superseded values are not recommended for survey control.
 DW0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0492.See file dsdata.txt to determine how the superseded data were derived.
 DW0492
 DW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT401340(NAD 83)
 DW0492_MARKER: DD = SURVEY DISK
 DW0492_SETTING: 66 = SET IN ROCK OUTCROP
 DW0492_SP_SET: BEDROCK
 DW0492_STAMPING: 3 K 1931
 DW0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0492+STABILITY: POSITION/ELEVATION WELL
 DW0492
 DW0492  HISTORY     - Date     Condition        Report By
 DW0492  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0492  HISTORY     - 1976     GOOD             NGS
 DW0492  HISTORY     - 1978     GOOD             NGS
 DW0492
 DW0492                          STATION DESCRIPTION
 DW0492
 DW0492'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0492'5 MI WNW FROM DESERT CENTER.
 DW0492'ABOUT 5 MILES WEST-NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0492'ABOUT 1-1/2 MILES NORTH OF A JUNCTION OF THE OLD AND NEW
 DW0492'LOCATIONS OF U.S. HIGHWAY 60, ABOUT 3000 FEET SOUTH OF THE
 DW0492'ENTRANCE HILL PUMP LIFT, AT THE EAST BASE OF A LONG SHARP RIDGE,
 DW0492'AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0492'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0492'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0492'ARM AND A RED FLAG.
 DW0492
 DW0492                          STATION RECOVERY (1976)
 DW0492
 DW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0492'9.45 MILES NORTHEAST ALONG THE AQUEDUCT AND AQUEDUCT ROAD FROM THE
 DW0492'HAYFIELD PUMPING STATION AT HAYFIELD, 0.05 MILES NORTH OF THE CENTER
 DW0492'OF THE ROAD SET IN SOUTH FACE OF A ROCKY NOLL PROJECTING SOUTH OFF THE
 DW0492'MOUNTAIN RIDGE, 200 FT. SOUTHEAST OF A HIGH TENSION TOWER.
 DW0492
 DW0492                          STATION RECOVERY (1978)
 DW0492
 DW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0432 ***********************************************************************
 DW0432  DESIGNATION -  3 L MWDSC
 DW0432  PID         -  DW0432
 DW0432  STATE/COUNTY-  CA/RIVERSIDE
 DW0432  USGS QUAD   -  DESERT CENTER (1986)
 DW0432
 DW0432                         *CURRENT SURVEY CONTROL
 DW0432  ___________________________________________________________________
 DW0432* NAD 83(1986)-  33 44 28.     (N)    115 29 10.     (W)     SCALED    
 DW0432* NAVD 88     -       348.014  (meters)    1141.78   (feet)  ADJUSTED  
 DW0432  ___________________________________________________________________
 DW0432  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0432  DYNAMIC HT  -         347.619 (meters)    1140.48  (feet)  COMP
 DW0432  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 DW0432
 DW0432  VERT ORDER  -  FIRST     CLASS I
 DW0432
 DW0432.The horizontal coordinates were scaled from a topographic map and have
 DW0432.an estimated accuracy of +/- 6 seconds.
 DW0432
 DW0432.The orthometric height was determined by differential leveling
 DW0432.and adjusted in June 1991.
 DW0432
 DW0432.The geoid height was determined by GEOID03.
 DW0432
 DW0432.The dynamic height is computed by dividing the NAVD 88
 DW0432.geopotential number by the normal gravity value computed on the
 DW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0432.degrees latitude (g = 980.6199 gals.).
 DW0432
 DW0432.The modeled gravity was interpolated from observed gravity values.
 DW0432
 DW0432;                    North         East    Units  Estimated Accuracy
 DW0432;SPC CA 6     -   674,870.    2,070,780.      MT  (+/- 180 meters Scaled)
 DW0432
 DW0432                          SUPERSEDED SURVEY CONTROL
 DW0432
 DW0432  NGVD 29 (??/??/92)  347.316  (m)         1139.49   (f) ADJ UNCH    1 1
 DW0432
 DW0432.Superseded values are not recommended for survey control.
 DW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0432.See file dsdata.txt to determine how the superseded data were derived.
 DW0432
 DW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT402344(NAD 83)
 DW0432_MARKER: DD = SURVEY DISK
 DW0432_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0432_SP_SET: UNSPECIFIED ROCK
 DW0432_STAMPING: 3 L 1931
 DW0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0432
 DW0432  HISTORY     - Date     Condition        Report By
 DW0432  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0432  HISTORY     - 1976     GOOD             NGS
 DW0432  HISTORY     - 1978     GOOD             NGS
 DW0432
 DW0432                          STATION DESCRIPTION
 DW0432
 DW0432'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0432'5 MI WNW FROM DESERT CENTER.
 DW0432'ABOUT 5 MILES WEST-NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0432'ABOUT 1-3/4 MILES NORTH OF A JUNCTION OF THE OLD AND NEW
 DW0432'LOCATIONS OF U.S. HIGHWAY 60, ABOUT 1500 FEET SOUTHEAST OF THE
 DW0432'ENTRANCE HILL PUMP LIFT, ON THE SOUTH FACE OF A ROCK RIDGE,
 DW0432'NEAR LARGE BOULDERS, ABOUT 20 FEET ABOVE THE BOTTOM OF A WASH,
 DW0432'AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0432'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0432'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0432'ARM AND A RED FLAG.
 DW0432
 DW0432                          STATION RECOVERY (1976)
 DW0432
 DW0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0432'9.8 MILES NORTHEAST ALONG THE AQUEDUCT AND AQUEDUCT ROAD AND POWERLINE
 DW0432'ROAD FROM THE HAYFIELD PUMPING STATION AT HAYFIELD, SET AT THE SOUTH
 DW0432'FACE OF A ROCKY POINT PROJECTING OFF THE MAIN MOUNTAIN RIDGE, 0.05
 DW0432'MILES WEST OF BENCH MARK 3 M, 0.05 MILES NORTH OF THE POWERLINE ROAD,
 DW0432'100 YARDS NORTH OF TENSION TOWER 168 W 2, 50 YARDS NORTHEAST OF 13
 DW0432'FT. DIAMETER BOULDER.
 DW0432
 DW0432                          STATION RECOVERY (1978)
 DW0432
 DW0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0672 ***********************************************************************
 DX0672  DESIGNATION -  3 LL
 DX0672  PID         -  DX0672
 DX0672  STATE/COUNTY-  CA/RIVERSIDE
 DX0672  USGS QUAD   -  INDIO (1972)
 DX0672
 DX0672                         *CURRENT SURVEY CONTROL
 DX0672  ___________________________________________________________________
 DX0672* NAD 83(1986)-  33 42 23.     (N)    116 10 59.     (W)     SCALED    
 DX0672* NAVD 88     -       -13.070  (meters)     -42.88   (feet)  ADJUSTED  
 DX0672  ___________________________________________________________________
 DX0672  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DX0672  DYNAMIC HT  -         -13.056 (meters)     -42.83  (feet)  COMP
 DX0672  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DX0672  OBS GRAVITY -     979,524.1   (mgal)                       GRAV_OBS
 DX0672
 DX0672  VERT ORDER  -  FIRST     CLASS I
 DX0672
 DX0672.The horizontal coordinates were scaled from a topographic map and have
 DX0672.an estimated accuracy of +/- 6 seconds.
 DX0672
 DX0672.The orthometric height was determined by differential leveling
 DX0672.and adjusted in June 1991.
 DX0672.WARNING-Repeat measurements at this control monument indicate possible
 DX0672.vertical movement.
 DX0672
 DX0672.The geoid height was determined by GEOID03.
 DX0672
 DX0672.The dynamic height is computed by dividing the NAVD 88
 DX0672.geopotential number by the normal gravity value computed on the
 DX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0672.degrees latitude (g = 980.6199 gals.).
 DX0672
 DX0672.The modeled gravity was interpolated from observed gravity values.
 DX0672.The observed gravity was obtained from relative gravimeter ties
 DX0672.to the IGSN71 gravity network.
 DX0672
 DX0672;                    North         East    Units  Estimated Accuracy
 DX0672;SPC CA 6     -   670,760.    2,006,210.      MT  (+/- 180 meters Scaled)
 DX0672
 DX0672                          SUPERSEDED SURVEY CONTROL
 DX0672
 DX0672  NGVD 29 (??/??/92)  -13.739  (m)          -45.08   (f) ADJ UNCH    1 1
 DX0672
 DX0672.Superseded values are not recommended for survey control.
 DX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0672.See file dsdata.txt to determine how the superseded data were derived.
 DX0672
 DX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT757299(NAD 83)
 DX0672_MARKER: DD = SURVEY DISK
 DX0672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DX0672_SP_SET: BRIDGE ABUTMENT
 DX0672_STAMPING: 3 LL-636-MSL 1951 3 RD 0 30TH ENGR TOPO BM
 DX0672_MARK LOGO: USE   
 DX0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0672
 DX0672  HISTORY     - Date     Condition        Report By
 DX0672  HISTORY     - 1951     MONUMENTED       DOD
 DX0672  HISTORY     - 1955     GOOD             NGS
 DX0672  HISTORY     - 1968     GOOD             CA-065
 DX0672  HISTORY     - 1978     GOOD             NGS
 DX0672  HISTORY     - 1988     GOOD             NGS
 DX0672  HISTORY     - 1991     GOOD             USPSQD
 DX0672
 DX0672                          STATION DESCRIPTION
 DX0672
 DX0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0672'2.7 MI SE FROM INDIO.
 DX0672'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DX0672'FROM THE STATION AT INDIO, THENCE 0.7 MILE NORTHEAST ALONG U.S.
 DX0672'HIGHWAY 60-70, AT BRIDGE 56-199, IN THE SOUTHEAST END OF THE
 DX0672'SOUTHWEST ABUTMENT, 16.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DX0672'HIGHWAY, 0.8 FOOT SOUTHEAST OF A GUARDRAIL, AND ABOUT LEVEL WITH
 DX0672'THE HIGHWAY.
 DX0672
 DX0672                          STATION RECOVERY (1968)
 DX0672
 DX0672'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0672'RECOVERED IN GOOD CONDITION.
 DX0672
 DX0672                          STATION RECOVERY (1978)
 DX0672
 DX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0672'RECOVERED IN GOOD CONDITION.
 DX0672
 DX0672                          STATION RECOVERY (1988)
 DX0672
 DX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0672'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.50
 DX0672'MI) SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE JUNCTION OF INTERSTATE
 DX0672'HIGHWAY 10 BUSINESS ROUTE (INDIO AVENUE) IN INDIO, THENCE 1.1 KM
 DX0672'(0.70 MI) NORTHEAST ALONG DILLON ROAD, IN THE SOUTHEAST ABUTMENT OF A
 DX0672'BRIDGE OVER WHITEWATER RIVER, 5.0 M (16.4 FT) SOUTHEAST OF THE ROAD
 DX0672'CENTERLINE.
 DX0672
 DX0672                          STATION RECOVERY (1991)
 DX0672
 DX0672'RECOVERY NOTE BY US POWER SQUADRON 1991 (EEM)
 DX0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0431 ***********************************************************************
 DW0431  DESIGNATION -  3 M MWDSC
 DW0431  PID         -  DW0431
 DW0431  STATE/COUNTY-  CA/RIVERSIDE
 DW0431  USGS QUAD   -  DESERT CENTER (1986)
 DW0431
 DW0431                         *CURRENT SURVEY CONTROL
 DW0431  ___________________________________________________________________
 DW0431* NAD 83(1986)-  33 44 35.     (N)    115 29 05.     (W)     SCALED    
 DW0431* NAVD 88     -       342.514  (meters)    1123.73   (feet)  ADJUSTED  
 DW0431  ___________________________________________________________________
 DW0431  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0431  DYNAMIC HT  -         342.125 (meters)    1122.46  (feet)  COMP
 DW0431  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 DW0431  OBS GRAVITY -     979,494.9   (mgal)                       GRAV_OBS
 DW0431
 DW0431  VERT ORDER  -  FIRST     CLASS I
 DW0431
 DW0431.The horizontal coordinates were scaled from a topographic map and have
 DW0431.an estimated accuracy of +/- 6 seconds.
 DW0431
 DW0431.The orthometric height was determined by differential leveling
 DW0431.and adjusted in June 1991.
 DW0431
 DW0431.The geoid height was determined by GEOID03.
 DW0431
 DW0431.The dynamic height is computed by dividing the NAVD 88
 DW0431.geopotential number by the normal gravity value computed on the
 DW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0431.degrees latitude (g = 980.6199 gals.).
 DW0431
 DW0431.The modeled gravity was interpolated from observed gravity values.
 DW0431.The observed gravity was obtained from relative gravimeter ties
 DW0431.to the IGSN71 gravity network.
 DW0431
 DW0431;                    North         East    Units  Estimated Accuracy
 DW0431;SPC CA 6     -   675,090.    2,070,910.      MT  (+/- 180 meters Scaled)
 DW0431
 DW0431                          SUPERSEDED SURVEY CONTROL
 DW0431
 DW0431  NGVD 29 (??/??/92)  341.816  (m)         1121.44   (f) ADJ UNCH    1 1
 DW0431
 DW0431.Superseded values are not recommended for survey control.
 DW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0431.See file dsdata.txt to determine how the superseded data were derived.
 DW0431
 DW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT403346(NAD 83)
 DW0431_MARKER: DD = SURVEY DISK
 DW0431_SETTING: 66 = SET IN ROCK OUTCROP
 DW0431_SP_SET: BEDROCK
 DW0431_STAMPING: 3 M 1931
 DW0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0431+STABILITY: POSITION/ELEVATION WELL
 DW0431
 DW0431  HISTORY     - Date     Condition        Report By
 DW0431  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0431  HISTORY     - 1976     GOOD             NGS
 DW0431  HISTORY     - 1978     GOOD             NGS
 DW0431
 DW0431                          STATION DESCRIPTION
 DW0431
 DW0431'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0431'5 MI WNW FROM DESERT CENTER.
 DW0431'ABOUT 5 MILES WEST-NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0431'ABOUT 2 MILES NORTH OF A JUNCTION OF THE OLD AND NEW LOCATIONS
 DW0431'U.S. HIGHWAY 60, ABOUT 1000 FEET SOUTH OF THE ENTRANCE HILL
 DW0431'PUMP LIFT, ON THE NORTHEAST SLOPE OF A STEEP ROCKY RIDGE, ABOUT
 DW0431'15 FEET ABOVE THE BASE, AND IN BEDROCK.  A METROPOLITAN WATER
 DW0431'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, MARKED WITH A
 DW0431'TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT
 DW0431'POLE WITH A CROSS ARM AND A RED FLAG.
 DW0431
 DW0431                          STATION RECOVERY (1976)
 DW0431
 DW0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0431'9.85 MILES NORTHEAST ALONG THE AQUEDUCT AND AQUEDUCT ROAD FROM THE
 DW0431'HAYFIELD PUMPING STATION AT HAYFIELD, 100 YARDS NORTH OF A POWERLINE
 DW0431'ROAD 0.05 MILES NORTHEAST OF TOWER NUMBER 168 W 2, 0.05 MILES EAST OF
 DW0431'BENCHMARK 3 L, IN THE SOUTH FACE OF A ROCKY BLUFF PROJECTING OF BASE
 DW0431'OF MAIN RIDGE OF MOUNTAINS.
 DW0431
 DW0431                          STATION RECOVERY (1978)
 DW0431
 DW0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3513 ***********************************************************************
 DX3513  DESIGNATION -  3 N 49 70
 DX3513  PID         -  DX3513
 DX3513  STATE/COUNTY-  CA/ORANGE
 DX3513  USGS QUAD   -  TUSTIN (1981)
 DX3513
 DX3513                         *CURRENT SURVEY CONTROL
 DX3513  ___________________________________________________________________
 DX3513* NAD 83(1986)-  33 39 44.     (N)    117 52 31.     (W)     SCALED    
 DX3513* NAVD 88     -        16.191  (meters)      53.12   (feet)  READJUSTED
 DX3513  ___________________________________________________________________
 DX3513  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DX3513  DYNAMIC HT  -          16.170 (meters)      53.05  (feet)  COMP
 DX3513  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DX3513  OBS GRAVITY -     979,591.6   (mgal)                       GRAV_OBS
 DX3513
 DX3513  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3513
 DX3513.The horizontal coordinates were scaled from a topographic map and have
 DX3513.an estimated accuracy of +/- 6 seconds.
 DX3513
 DX3513.The orthometric height was determined by differential leveling
 DX3513.and adjusted in February 1993.
 DX3513.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3513.distribution rate of 0.0 thru 1.0 mm/km.
 DX3513.The height was derived from older observations constrained to new
 DX3513.heights in a crustal motion area.  The height is approximate in
 DX3513.relation to other heights in its vicinity.
 DX3513
 DX3513.The geoid height was determined by GEOID03.
 DX3513
 DX3513.The dynamic height is computed by dividing the NAVD 88
 DX3513.geopotential number by the normal gravity value computed on the
 DX3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3513.degrees latitude (g = 980.6199 gals.).
 DX3513
 DX3513.The modeled gravity was interpolated from observed gravity values.
 DX3513.The observed gravity was obtained from relative gravimeter ties
 DX3513.to the IGSN71 gravity network.
 DX3513
 DX3513;                    North         East    Units  Estimated Accuracy
 DX3513;SPC CA 6     -   667,040.    1,849,270.      MT  (+/- 180 meters Scaled)
 DX3513
 DX3513                          SUPERSEDED SURVEY CONTROL
 DX3513
 DX3513  NGVD 29 (??/??/92)   15.470  (m)           50.75   (f) ADJ UNCH    1 1
 DX3513
 DX3513.Superseded values are not recommended for survey control.
 DX3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3513.See file dsdata.txt to determine how the superseded data were derived.
 DX3513
 DX3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT188250(NAD 83)
 DX3513_MARKER: DB = BENCH MARK DISK
 DX3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3513_SP_SET: CONCRETE POST
 DX3513_STAMPING: 3N-49-70
 DX3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3513+STABILITY: SURFACE MOTION
 DX3513
 DX3513  HISTORY     - Date     Condition        Report By
 DX3513  HISTORY     - 1970     MONUMENTED       CA-059
 DX3513  HISTORY     - 1977     GOOD             NGS
 DX3513  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX3513
 DX3513                          STATION DESCRIPTION
 DX3513
 DX3513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3513'3.6 MI NE FROM COSTA MESA.
 DX3513'2.2 MILES NORTHEAST ALONG NEWPORT BOULEVARD FROM THE ELEMENTARY
 DX3513'SCHOOL, THENCE 0.4 MILE NORTHEAST ALONG FRONTAGE ROAD TO BRISTOL
 DX3513'STREET, THENCE 1.0 MILE SOUTHEAST ALONG BRISTOL STREET TO ITS
 DX3513'INTERSECTION WITH CAMPUS DRIVE, 25.5 FT. SOUTHEAST OF THE
 DX3513'PROLONGATION OF THE SOUTHEAST CURB OF THE DRIVE, 1.0 FT. NORTHEAST
 DX3513'OF THE NORTHEAST CURB OF THE STREET, 8.5 FT. SOUTHEAST OF A FIRE
 DX3513'HYDRANT, 3.5 FT. SOUTHEAST OF A WATER VALVE.
 DX3513
 DX3513                          STATION RECOVERY (1988)
 DX3513
 DX3513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3513'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3514 ***********************************************************************
 DX3514  DESIGNATION -  3 N 50 70
 DX3514  PID         -  DX3514
 DX3514  STATE/COUNTY-  CA/ORANGE
 DX3514  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3514
 DX3514                         *CURRENT SURVEY CONTROL
 DX3514  ___________________________________________________________________
 DX3514* NAD 83(1986)-  33 39 58.     (N)    117 52 58.     (W)     SCALED    
 DX3514* NAVD 88     -        15.033  (meters)      49.32   (feet)  ADJUSTED  
 DX3514  ___________________________________________________________________
 DX3514  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DX3514  DYNAMIC HT  -          15.017 (meters)      49.27  (feet)  COMP
 DX3514  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 DX3514
 DX3514  VERT ORDER  -  FIRST     CLASS I
 DX3514
 DX3514.The horizontal coordinates were scaled from a topographic map and have
 DX3514.an estimated accuracy of +/- 6 seconds.
 DX3514
 DX3514.The orthometric height was determined by differential leveling
 DX3514.and adjusted in June 1991.
 DX3514.WARNING-Repeat measurements at this control monument indicate possible
 DX3514.vertical movement.
 DX3514
 DX3514.The geoid height was determined by GEOID03.
 DX3514
 DX3514.The dynamic height is computed by dividing the NAVD 88
 DX3514.geopotential number by the normal gravity value computed on the
 DX3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3514.degrees latitude (g = 980.6199 gals.).
 DX3514
 DX3514.The modeled gravity was interpolated from observed gravity values.
 DX3514
 DX3514;                    North         East    Units  Estimated Accuracy
 DX3514;SPC CA 6     -   667,480.    1,848,580.      MT  (+/- 180 meters Scaled)
 DX3514
 DX3514                          SUPERSEDED SURVEY CONTROL
 DX3514
 DX3514  NGVD 29 (??/??/92)   14.300  (m)           46.92   (f) ADJ UNCH    1 1
 DX3514
 DX3514.Superseded values are not recommended for survey control.
 DX3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3514.See file dsdata.txt to determine how the superseded data were derived.
 DX3514
 DX3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT181254(NAD 83)
 DX3514_MARKER: DD = SURVEY DISK
 DX3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3514_SP_SET: CONCRETE POST
 DX3514_STAMPING: 3N 50 70
 DX3514_MARK LOGO: CA-059
 DX3514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3514+STABILITY: SURFACE MOTION
 DX3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3514+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 DX3514
 DX3514  HISTORY     - Date     Condition        Report By
 DX3514  HISTORY     - 1970     MONUMENTED       CA-059
 DX3514  HISTORY     - 1977     GOOD             NGS
 DX3514  HISTORY     - 1988     GOOD             NGS
 DX3514  HISTORY     - 19940818 GOOD             MWDSC
 DX3514  HISTORY     - 20020302 GOOD             USPSQD
 DX3514
 DX3514                          STATION DESCRIPTION
 DX3514
 DX3514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3514'3.1 MI NE FROM COSTA MESA.
 DX3514'2.2 MILES NORTHEAST ALONG NEWPORT BOULEVARD FROM THE ELEMENTARY
 DX3514'SCHOOL, THENCE 0.4 MILE NORTHEAST ALONG FRONTAGE ROAD TO BRISTOL
 DX3514'STREET, THENCE 0.5 MILE SOUTHEAST ALONG BRISTOL STREET TO THE
 DX3514'INTERSECTION OF RED HILL AND SANTA ANA, 119 FT. SOUTHEAST OF THE
 DX3514'PROLONGATION OF THE SOUTHEAST CURB OF SANTA ANA AVENUE, 7.5 FT.
 DX3514'SOUTHWEST OF THE SOUTHWEST CURB OF BRISTOL
 DX3514'STREET, 5.7 FT. SOUTHWEST OF A FIRE HYDRANT, 1.2 FT. NORTHEAST OF
 DX3514'THE NORTHEAST END CORNER OF A 3.5 FT. HIGH CONCRETE BLOCK WALL.
 DX3514
 DX3514                          STATION RECOVERY (1988)
 DX3514
 DX3514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3514'RECOVERED IN GOOD CONDITION.
 DX3514
 DX3514                          STATION RECOVERY (1994)
 DX3514
 DX3514'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3514'COSTA MESA, NEAR SOUTHWEST CORNER OF INTERSECTION OF BRISTOL STREET
 DX3514'AND SANTA ANA AVENUE (REDHILL AVENUE) , 175 FEET (53.3 M) SOUTHEAST OF
 DX3514'CENTERLINE OF SANTA ANA AVENUE, 48 FEET (14.6 M) SOUTHWEST OF
 DX3514'CENTERLINE OF BRISTOL STREET, FLUSH IN TOP OF 1 FOOT (0.3 M) BY 1 FOOT
 DX3514'(0.3 M) CONCRETE POST IN SOUTHWEST SIDE OF SIDEWALK, A 4 INCH ORANGE
 DX3514'COUNTY SURVEYOR ALUMINUM DISK STAMPED 3N 50 70 NEAR OCF STA 1842+00
 DX3514'REFERENCE MWD FB 2011 03 087.
 DX3514
 DX3514                          STATION RECOVERY (2002)
 DX3514
 DX3514'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3515 ***********************************************************************
 DX3515  DESIGNATION -  3 N 54 77
 DX3515  PID         -  DX3515
 DX3515  STATE/COUNTY-  CA/ORANGE
 DX3515  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3515
 DX3515                         *CURRENT SURVEY CONTROL
 DX3515  ___________________________________________________________________
 DX3515* NAD 83(1986)-  33 40 09.     (N)    117 53 08.     (W)     SCALED    
 DX3515* NAVD 88     -        11.333  (meters)      37.18   (feet)  ADJUSTED  
 DX3515  ___________________________________________________________________
 DX3515  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DX3515  DYNAMIC HT  -          11.321 (meters)      37.14  (feet)  COMP
 DX3515  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 DX3515
 DX3515  VERT ORDER  -  FIRST     CLASS I
 DX3515
 DX3515.The horizontal coordinates were scaled from a topographic map and have
 DX3515.an estimated accuracy of +/- 6 seconds.
 DX3515
 DX3515.The orthometric height was determined by differential leveling
 DX3515.and adjusted in June 1991.
 DX3515.WARNING-Repeat measurements at this control monument indicate possible
 DX3515.vertical movement.
 DX3515
 DX3515.The geoid height was determined by GEOID03.
 DX3515
 DX3515.The dynamic height is computed by dividing the NAVD 88
 DX3515.geopotential number by the normal gravity value computed on the
 DX3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3515.degrees latitude (g = 980.6199 gals.).
 DX3515
 DX3515.The modeled gravity was interpolated from observed gravity values.
 DX3515
 DX3515;                    North         East    Units  Estimated Accuracy
 DX3515;SPC CA 6     -   667,820.    1,848,330.      MT  (+/- 180 meters Scaled)
 DX3515
 DX3515                          SUPERSEDED SURVEY CONTROL
 DX3515
 DX3515  NGVD 29 (??/??/92)   10.605  (m)           34.79   (f) ADJ UNCH    1 1
 DX3515
 DX3515.Superseded values are not recommended for survey control.
 DX3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3515.See file dsdata.txt to determine how the superseded data were derived.
 DX3515
 DX3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179258(NAD 83)
 DX3515_MARKER: DD = SURVEY DISK
 DX3515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3515_SP_SET: CATCH BASIN
 DX3515_STAMPING: 3N 54 77
 DX3515_MARK LOGO: CA-059
 DX3515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3515+STABILITY: SURFACE MOTION
 DX3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3515+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 DX3515
 DX3515  HISTORY     - Date     Condition        Report By
 DX3515  HISTORY     - 1977     MONUMENTED       CA-059
 DX3515  HISTORY     - 1977     GOOD             NGS
 DX3515  HISTORY     - 1988     GOOD             NGS
 DX3515  HISTORY     - 19940818 GOOD             MWDSC
 DX3515  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX3515
 DX3515                          STATION DESCRIPTION
 DX3515
 DX3515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3515'2.85 MI NE FROM COSTA MESA.
 DX3515'2.2 MILES NORTHEAST ALONG NEWPORT BOULEVARD FROM THE ELEMENTARY
 DX3515'SCHOOL, THENCE 0.4 MILE NORTHEAST ALONG FRONTAGE ROAD TO BRISTOL
 DX3515'STREET, THENCE 0.25 MILE SOUTHEAST ALONG BRISTOL STREET TO A LARGE
 DX3515'FLOOD CONTROL CHANNEL, 52.3 FT. NORTHEAST OF THE CENTER LINE OF
 DX3515'BRISTOL STREET, 23.5 FT. NORTHWEST OF THE CENTER OF A FIREPLUG, 39.2
 DX3515'FT. SOUTHEAST OF A CHAIN LINK FENCE ON THE EAST SIDE OF THE FLOOD
 DX3515'CONTROL CHANNEL, SET IN THE SOUTHWEST CORNER OF A 4 BY 22-FT. CATCH
 DX3515'BASIN, SET WITH EPOXY 0.9 FT. NORTHEAST OF THE EDGE OF THE CURB.
 DX3515
 DX3515                          STATION RECOVERY (1988)
 DX3515
 DX3515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3515'RECOVERED IN GOOD CONDITION.
 DX3515
 DX3515                          STATION RECOVERY (1994)
 DX3515
 DX3515'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3515'COSTA MESA, NEAR 55 FWY OVERPASS AND BRISTOL STREET, ON NORTHEASTERLY
 DX3515'SIDE OF BRISTOL STREET, 0.2 MILES (0.3 KM) SOUTHEAST OF CENTERLINE OF
 DX3515'55 FWY, 52 FEET (15.8 M) NORTHEAST OF CENTERLINE OF BRISTOL STREET, 77
 DX3515'FEET (23.5 M) NORTHWEST OF FIRE HYDRANT, FLUSH IN TOP OF SOUTHWEST
 DX3515'CORNER OF 23 FEET (7.0 M) BY 4 FEET (1.2 M) CONCRETE CATCH BASIN. A 4
 DX3515'INCH ORANGE COUNTY SURVEYOR ALUMINUM DISK STAMPED 3N 54 77.  NEAR OCF
 DX3515'STA 1820+00 REFERENCE MWD FB 2011 03 085.
 DX3515
 DX3515                          STATION RECOVERY (2002)
 DX3515
 DX3515'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8670 ***********************************************************************
 AB8670  DESIGNATION -  3 N 60 89
 AB8670  PID         -  AB8670
 AB8670  STATE/COUNTY-  CA/ORANGE
 AB8670  USGS QUAD   -  NEWPORT BEACH (1981)
 AB8670
 AB8670                         *CURRENT SURVEY CONTROL
 AB8670  ___________________________________________________________________
 AB8670* NAD 83(1986)-  33 39 40.     (N)    117 52 33.     (W)     SCALED    
 AB8670* NAVD 88     -        16.136  (meters)      52.94   (feet)  ADJUSTED  
 AB8670  ___________________________________________________________________
 AB8670  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AB8670  DYNAMIC HT  -          16.119 (meters)      52.88  (feet)  COMP
 AB8670  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 AB8670
 AB8670  VERT ORDER  -  FIRST     CLASS II
 AB8670
 AB8670.The horizontal coordinates were scaled from a topographic map and have
 AB8670.an estimated accuracy of +/- 6 seconds.
 AB8670
 AB8670.The orthometric height was determined by differential leveling
 AB8670.and adjusted in February 1997.
 AB8670
 AB8670.The geoid height was determined by GEOID03.
 AB8670
 AB8670.The dynamic height is computed by dividing the NAVD 88
 AB8670.geopotential number by the normal gravity value computed on the
 AB8670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8670.degrees latitude (g = 980.6199 gals.).
 AB8670
 AB8670.The modeled gravity was interpolated from observed gravity values.
 AB8670
 AB8670;                    North         East    Units  Estimated Accuracy
 AB8670;SPC CA 6     -   666,920.    1,849,210.      MT  (+/- 180 meters Scaled)
 AB8670
 AB8670                          SUPERSEDED SURVEY CONTROL
 AB8670
 AB8670.No superseded survey control is available for this station.
 AB8670
 AB8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT187249(NAD 83)
 AB8670_MARKER: DD = SURVEY DISK
 AB8670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8670_SP_SET: CATCH BASIN
 AB8670_STAMPING: 3N 60 89
 AB8670_MARK LOGO: CA-059
 AB8670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8670+STABILITY: SURFACE MOTION
 AB8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8670+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 AB8670
 AB8670  HISTORY     - Date     Condition        Report By
 AB8670  HISTORY     - 1989     MONUMENTED       CA-059
 AB8670  HISTORY     - 19940818 GOOD             MWDSC
 AB8670  HISTORY     - 20020302 GOOD             USPSQD
 AB8670  HISTORY     - 20061111 MARK NOT FOUND   CA-059
 AB8670
 AB8670                          STATION DESCRIPTION
 AB8670
 AB8670'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8670'NEWPORT BEACH, NEAR SOUTHWEST CORNER OF INTERSECTION OF BRISTOL STREET
 AB8670'(SOUTHBOUND) AND IRVINE AVENUE, 102 FEET (31.1 M) SOUTHWEST OF
 AB8670'CENTERLINE OF BRISTOL STREET, 58 FEET (17.7 M) SOUTHEAST OF CENTERLINE
 AB8670'OF IRVINE AVENUE, FLUSH IN TOP OF SOUTHEAST CORNER OF 22 FEET (6.7 M)
 AB8670'BY 4 FEET (1.2 M) CONCRETE CATCH BASIN, A 4 INCH ORANGE COUNTY
 AB8670'SURVEYOR ALUMINUM DISK STAMPED 3N 60 89.  NEAR OCF STA 1868+00
 AB8670'REFERENCE MWD FB 2011 03 089.
 AB8670
 AB8670                          STATION RECOVERY (2002)
 AB8670
 AB8670'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 AB8670'RECOVERED IN GOOD CONDITION.
 AB8670
 AB8670                          STATION RECOVERY (2006)
 AB8670
 AB8670'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 AB8670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0430 ***********************************************************************
 DW0430  DESIGNATION -  3 N MWDSC
 DW0430  PID         -  DW0430
 DW0430  STATE/COUNTY-  CA/RIVERSIDE
 DW0430  USGS QUAD   -  DESERT CENTER (1986)
 DW0430
 DW0430                         *CURRENT SURVEY CONTROL
 DW0430  ___________________________________________________________________
 DW0430* NAD 83(1986)-  33 44 50.     (N)    115 28 55.     (W)     SCALED    
 DW0430* NAVD 88     -       340.068  (meters)    1115.71   (feet)  ADJUSTED  
 DW0430  ___________________________________________________________________
 DW0430  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DW0430  DYNAMIC HT  -         339.683 (meters)    1114.44  (feet)  COMP
 DW0430  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 DW0430
 DW0430  VERT ORDER  -  FIRST     CLASS I
 DW0430
 DW0430.The horizontal coordinates were scaled from a topographic map and have
 DW0430.an estimated accuracy of +/- 6 seconds.
 DW0430
 DW0430.The orthometric height was determined by differential leveling
 DW0430.and adjusted in June 1991.
 DW0430
 DW0430.The geoid height was determined by GEOID03.
 DW0430
 DW0430.The dynamic height is computed by dividing the NAVD 88
 DW0430.geopotential number by the normal gravity value computed on the
 DW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0430.degrees latitude (g = 980.6199 gals.).
 DW0430
 DW0430.The modeled gravity was interpolated from observed gravity values.
 DW0430
 DW0430;                    North         East    Units  Estimated Accuracy
 DW0430;SPC CA 6     -   675,550.    2,071,160.      MT  (+/- 180 meters Scaled)
 DW0430
 DW0430                          SUPERSEDED SURVEY CONTROL
 DW0430
 DW0430  NGVD 29 (??/??/92)  339.370  (m)         1113.42   (f) ADJ UNCH    1 1
 DW0430
 DW0430.Superseded values are not recommended for survey control.
 DW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0430.See file dsdata.txt to determine how the superseded data were derived.
 DW0430
 DW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT406351(NAD 83)
 DW0430_MARKER: DD = SURVEY DISK
 DW0430_SETTING: 66 = SET IN ROCK OUTCROP
 DW0430_SP_SET: GRANITE OUTCROP
 DW0430_STAMPING: 3 N 1931
 DW0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0430+STABILITY: POSITION/ELEVATION WELL
 DW0430
 DW0430  HISTORY     - Date     Condition        Report By
 DW0430  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0430  HISTORY     - 1976     GOOD             NGS
 DW0430  HISTORY     - 1978     GOOD             NGS
 DW0430
 DW0430                          STATION DESCRIPTION
 DW0430
 DW0430'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0430'5 MI WNW FROM DESERT CENTER.
 DW0430'ABOUT 5 MILES WEST-NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0430'ABOUT 2-1/2 MILES NORTH OF A JUNCTION OF THE OLD AND NEW
 DW0430'LOCATIONS OF U.S. HIGHWAY 60, ABOUT 500 FEET NORTH OF THE
 DW0430'ENTRANCE HILL PUMP LIFT, ON THE NORTHEAST FACE OF A RED-ROCK
 DW0430'SLOPE, ABOUT 20 FEET ABOVE THE BOTTOM OF A WASH, AND IN A
 DW0430'GRANITE OUTCROP.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0430'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0430'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0430'ARM AND A RED FLAG.
 DW0430
 DW0430                          STATION RECOVERY (1976)
 DW0430
 DW0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0430'0.4 MILES SOUTHWEST ALONG EAGLE MOUNTAIN ROAD FROM THE EAGLE MOUNTAIN
 DW0430'PUMPING STATION AT EAGLE MOUNTAIN THENCE 4.35 MILES SOUTHWEST ALONG A
 DW0430'POWERLINE AQUEDUCT TUNNEL SERVICE ROAD, IN THE SOUTHEAST FACE OF A
 DW0430'STEEP ROCKY SLOPE, SET IN TAN BEDROCK, 0.05 MILES NORTH OF THE CENTER
 DW0430'OF THE SERVICE ROAD, 0.1 MILE NORTHWEST OF A ROAD CROSSING, 0.1 MILES
 DW0430'NORTHWEST OF HIGH TENSION TOWER 167 W H.
 DW0430'THE MARK IS 6 FT ABOVE GROUND AND ROAD.
 DW0430
 DW0430                          STATION RECOVERY (1978)
 DW0430
 DW0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0924 ***********************************************************************
 EV0924  DESIGNATION -  3 NAFB
 EV0924  PID         -  EV0924
 EV0924  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0924  USGS QUAD   -  REDLANDS (1996)
 EV0924
 EV0924                         *CURRENT SURVEY CONTROL
 EV0924  ___________________________________________________________________
 EV0924* NAD 83(1986)-  34 05 39.     (N)    117 14 52.     (W)     SCALED    
 EV0924* NAVD 88     -       330.71   (+/-2cm)    1085.0    (feet)  VERTCON   
 EV0924  ___________________________________________________________________
 EV0924  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EV0924  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0924
 EV0924.The horizontal coordinates were scaled from a topographic map and have
 EV0924.an estimated accuracy of +/- 6 seconds.
 EV0924
 EV0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0924.The vertical order pertains to the NGVD 29 superseded value.
 EV0924
 EV0924.The geoid height was determined by GEOID03.
 EV0924
 EV0924;                    North         East    Units  Estimated Accuracy
 EV0924;SPC CA 5     -   566,170.    2,069,420.      MT  (+/- 180 meters Scaled)
 EV0924
 EV0924                          SUPERSEDED SURVEY CONTROL
 EV0924
 EV0924  NGVD 29 (??/??/92)  329.99   (m)         1082.6    (f) COMPUTED    1 2
 EV0924
 EV0924.Superseded values are not recommended for survey control.
 EV0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0924.See file dsdata.txt to determine how the superseded data were derived.
 EV0924
 EV0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT771726(NAD 83)
 EV0924_MARKER: Z = SEE DESCRIPTION
 EV0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0924_SP_SET: BUILDING
 EV0924_STAMPING: 3
 EV0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0924
 EV0924  HISTORY     - Date     Condition        Report By
 EV0924  HISTORY     - UNK      MONUMENTED       DOD
 EV0924  HISTORY     - 1956     GOOD             NGS
 EV0924
 EV0924                          STATION DESCRIPTION
 EV0924
 EV0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0924'AT NORTON AFB.
 EV0924'AT NORTON AIR FORCE BASE, SET VERTICALLY IN THE SOUTH CONCRETE
 EV0924'WALL OF BUILDING S-747, ABOUT 350 FEET EAST OF BENCH MARK B.M.
 EV0924'2 (N.A.F.B.), 1.0 FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 EV0924'AND 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2401 ***********************************************************************
 HS2401  DESIGNATION -  3 NWW
 HS2401  PID         -  HS2401
 HS2401  STATE/COUNTY-  CA/STANISLAUS
 HS2401  USGS QUAD   -  NEWMAN (1978)
 HS2401
 HS2401                         *CURRENT SURVEY CONTROL
 HS2401  ___________________________________________________________________
 HS2401* NAD 83(1986)-  37 19 07.     (N)    121 01 28.     (W)     SCALED    
 HS2401* NAVD 88     -        27.30   (+/-2cm)      89.6    (feet)  VERTCON   
 HS2401  ___________________________________________________________________
 HS2401  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HS2401  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2401
 HS2401.The horizontal coordinates were scaled from a topographic map and have
 HS2401.an estimated accuracy of +/- 6 seconds.
 HS2401
 HS2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2401.The vertical order pertains to the NGVD 29 superseded value.
 HS2401
 HS2401.The geoid height was determined by GEOID03.
 HS2401
 HS2401;                    North         East    Units  Estimated Accuracy
 HS2401;SPC CA 3     -   590,980.    1,953,520.      MT  (+/- 180 meters Scaled)
 HS2401
 HS2401                          SUPERSEDED SURVEY CONTROL
 HS2401
 HS2401  NGVD 29 (??/??/92)   26.55   (m)           87.1    (f) COMPUTED    1 2
 HS2401
 HS2401.Superseded values are not recommended for survey control.
 HS2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2401.See file dsdata.txt to determine how the superseded data were derived.
 HS2401
 HS2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG750320(NAD 83)
 HS2401_MARKER: R = RIVET
 HS2401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2401_SP_SET: CONCRETE
 HS2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2401
 HS2401  HISTORY     - Date     Condition        Report By
 HS2401  HISTORY     - UNK      MONUMENTED       CA2390
 HS2401  HISTORY     - 1958     GOOD             NGS
 HS2401  HISTORY     - 1965     GOOD             NGS
 HS2401
 HS2401                          STATION DESCRIPTION
 HS2401
 HS2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2401'AT NEWMAN.
 HS2401'AT NEWMAN, STANISLAUS COUNTY, 10 FEET EAST OF THE CENTER OF THE
 HS2401'INTERSECTION OF MARIPOSA AND O STREETS, BENEATH A CAST-IRON
 HS2401'MONUMENT COVER, AND 8 INCHES BELOW THE PAVEMENT.  A BRASS PIN
 HS2401'SET IN CONCRETE.
 HS2401
 HS2401                          STATION RECOVERY (1965)
 HS2401
 HS2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1629 ***********************************************************************
 DX1629  DESIGNATION -  3 P 17
 DX1629  PID         -  DX1629
 DX1629  STATE/COUNTY-  CA/ORANGE
 DX1629  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1629
 DX1629                         *CURRENT SURVEY CONTROL
 DX1629  ___________________________________________________________________
 DX1629* NAD 83(1986)-  33 31 57.     (N)    117 46 32.     (W)     SCALED    
 DX1629* NAVD 88     -        19.403  (meters)      63.66   (feet)  ADJUSTED  
 DX1629  ___________________________________________________________________
 DX1629  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX1629  DYNAMIC HT  -          19.383 (meters)      63.59  (feet)  COMP
 DX1629  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 DX1629  OBS GRAVITY -     979,600.2   (mgal)                       GRAV_OBS
 DX1629
 DX1629  VERT ORDER  -  FIRST     CLASS I
 DX1629
 DX1629.The horizontal coordinates were scaled from a topographic map and have
 DX1629.an estimated accuracy of +/- 6 seconds.
 DX1629
 DX1629.The orthometric height was determined by differential leveling
 DX1629.and adjusted in June 1991.
 DX1629
 DX1629.The geoid height was determined by GEOID03.
 DX1629
 DX1629.The dynamic height is computed by dividing the NAVD 88
 DX1629.geopotential number by the normal gravity value computed on the
 DX1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1629.degrees latitude (g = 980.6199 gals.).
 DX1629
 DX1629.The modeled gravity was interpolated from observed gravity values.
 DX1629.The observed gravity was obtained from relative gravimeter ties
 DX1629.to the IGSN71 gravity network.
 DX1629
 DX1629;                    North         East    Units  Estimated Accuracy
 DX1629;SPC CA 6     -   652,510.    1,858,310.      MT  (+/- 180 meters Scaled)
 DX1629
 DX1629                          SUPERSEDED SURVEY CONTROL
 DX1629
 DX1629  NGVD 29 (??/??/92)   18.700  (m)           61.35   (f) ADJ UNCH    1 1
 DX1629
 DX1629.Superseded values are not recommended for survey control.
 DX1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1629.See file dsdata.txt to determine how the superseded data were derived.
 DX1629
 DX1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT279105(NAD 83)
 DX1629_MARKER: DD = SURVEY DISK
 DX1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1629_SP_SET: CATCH BASIN
 DX1629_STAMPING: 3 P-17-68
 DX1629_MARK LOGO: CA-059
 DX1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1629
 DX1629  HISTORY     - Date     Condition        Report By
 DX1629  HISTORY     - 1968     MONUMENTED       CA-059
 DX1629  HISTORY     - 1973     GOOD             CA-059
 DX1629  HISTORY     - 1978     GOOD             NGS
 DX1629  HISTORY     - 1988     GOOD             NGS
 DX1629  HISTORY     - 19901013 GOOD             USPSQD
 DX1629  HISTORY     - 19960203 GOOD             USPSQD
 DX1629  HISTORY     - 20050510 MARK NOT FOUND   USPSQD
 DX1629
 DX1629                          STATION DESCRIPTION
 DX1629
 DX1629'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1629'AT LAGUNA BEACH.
 DX1629'1.1 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1629'ALT.) FROM THE ART GALLERY IN LAGUNA BEACH TO ITS INTERSECTION
 DX1629'WITH CRESS STREET, 49 FEET NORTHEAST OF THE CENTER LINE OF THE
 DX1629'HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET,
 DX1629'23.4 FEET NORTHEAST OF A TRAFFIC SIGNAL LIGHT POLE, 4.5 FEET
 DX1629'SOUTHWEST OF POWER POLE NUMBER 136374E, 0.5 OF A FOOT SOUTHWEST
 DX1629'OF THE NORTHEAST END OF A CURB, SET IN THE NORTHEAST CORNER OF
 DX1629'A CONCRETE CATCH BASIN, 0.6 OF A FOOT HIGHER THAN THE GUTTER.
 DX1629
 DX1629                          STATION RECOVERY (1973)
 DX1629
 DX1629'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1629'RECOVERED IN GOOD CONDITION.
 DX1629
 DX1629                          STATION RECOVERY (1978)
 DX1629
 DX1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1629'RECOVERED IN GOOD CONDITION.
 DX1629
 DX1629                          STATION RECOVERY (1988)
 DX1629
 DX1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1629'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.95
 DX1629'MI) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE T-JUNCTION OF BROADWAY
 DX1629'IN LAGUNA BEACH, IN THE EAST CORNER OF THE INTERSECTION OF CRESS
 DX1629'STREET, IN TOP OF THE NORTH CORNER OF A CATCH BASIN, 14.9 M (48.9 FT)
 DX1629'NORTHEAST OF THE HIGHWAY CENTERLINE, 6.1 M (20.0 FT) SOUTHEAST OF THE
 DX1629'STREET CENTERLINE, 1.4 M (4.6 FT) SOUTHWEST OF A POWER POLE.
 DX1629'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DX1629
 DX1629                          STATION RECOVERY (1990)
 DX1629
 DX1629'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DX1629'RECOVERED IN GOOD CONDITION.
 DX1629
 DX1629                          STATION RECOVERY (1996)
 DX1629
 DX1629'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1629'RECOVERED IN GOOD CONDITION.
 DX1629
 DX1629                          STATION RECOVERY (2005)
 DX1629
 DX1629'RECOVERY NOTE BY US POWER SQUADRON 2005 (WK)
 DX1629'STATION IS DESTROYED. AREA WHERE STATION SHOULD HAVE BEEN IS FILLED IN
 DX1629'WITH NEW CONCRETE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1623 ***********************************************************************
 DX1623  DESIGNATION -  3 P 18
 DX1623  PID         -  DX1623
 DX1623  STATE/COUNTY-  CA/ORANGE
 DX1623  USGS QUAD   -  LAGUNA BEACH (1981)
 DX1623
 DX1623                         *CURRENT SURVEY CONTROL
 DX1623  ___________________________________________________________________
 DX1623* NAD 83(1986)-  33 30 46.     (N)    117 45 15.     (W)     SCALED    
 DX1623* NAVD 88     -        27.040  (meters)      88.71   (feet)  ADJUSTED  
 DX1623  ___________________________________________________________________
 DX1623  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX1623  DYNAMIC HT  -          27.012 (meters)      88.62  (feet)  COMP
 DX1623  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 DX1623
 DX1623  VERT ORDER  -  FIRST     CLASS I
 DX1623
 DX1623.The horizontal coordinates were scaled from a topographic map and have
 DX1623.an estimated accuracy of +/- 6 seconds.
 DX1623
 DX1623.The orthometric height was determined by differential leveling
 DX1623.and adjusted in June 1991.
 DX1623
 DX1623.The geoid height was determined by GEOID03.
 DX1623
 DX1623.The dynamic height is computed by dividing the NAVD 88
 DX1623.geopotential number by the normal gravity value computed on the
 DX1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1623.degrees latitude (g = 980.6199 gals.).
 DX1623
 DX1623.The modeled gravity was interpolated from observed gravity values.
 DX1623
 DX1623;                    North         East    Units  Estimated Accuracy
 DX1623;SPC CA 6     -   650,300.    1,860,260.      MT  (+/- 180 meters Scaled)
 DX1623
 DX1623                          SUPERSEDED SURVEY CONTROL
 DX1623
 DX1623  NGVD 29 (??/??/92)   26.335  (m)           86.40   (f) ADJ UNCH    1 1
 DX1623
 DX1623.Superseded values are not recommended for survey control.
 DX1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1623.See file dsdata.txt to determine how the superseded data were derived.
 DX1623
 DX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT299083(NAD 83)
 DX1623_MARKER: DD = SURVEY DISK
 DX1623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1623_SP_SET: CULVERT HEADWALL
 DX1623_STAMPING: 3 P-18-68
 DX1623_MARK LOGO: CA-059
 DX1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1623+STABILITY: SURFACE MOTION
 DX1623
 DX1623  HISTORY     - Date     Condition        Report By
 DX1623  HISTORY     - 1968     MONUMENTED       CA-059
 DX1623  HISTORY     - 1973     GOOD             CA-059
 DX1623  HISTORY     - 1978     GOOD             NGS
 DX1623  HISTORY     - 1988     GOOD             NGS
 DX1623
 DX1623                          STATION DESCRIPTION
 DX1623
 DX1623'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1623'0.2 MI NW FROM SOUTH LAGUNA.
 DX1623'0.15 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1623'ALT.) FROM ALISO BEACH PARK TO ITS INTERSECTION WITH WESLEY
 DX1623'DRIVE, ABOUT 280 FEET SOUTHEAST ALONG THE HIGHWAY FROM THE
 DX1623'CENTER LINE OF THE DRIVE, 56 FEET NORTHEAST OF THE CENTER LINE OF
 DX1623'THE HIGHWAY, 35.5 FEET NORTHWEST OF POWER POLE NUMBER 356447E, AT
 DX1623'THE HIGHWAY CONSTRUCTION STATION C125+38, SET IN AN ANGLE POINT
 DX1623'AT THE SOUTHEAST END OF A CONCRETE HEADWALL FOR A DRAIN PIPE
 DX1623'DOWN TO A CATCH BASIN IN THE HIGHWAY, ABOUT 8 FEET HIGHER
 DX1623'THAN THE HIGHWAY.
 DX1623
 DX1623                          STATION RECOVERY (1973)
 DX1623
 DX1623'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1623'RECOVERED IN GOOD CONDITION.
 DX1623
 DX1623                          STATION RECOVERY (1978)
 DX1623
 DX1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1623'RECOVERED IN GOOD CONDITION.
 DX1623
 DX1623                          STATION RECOVERY (1988)
 DX1623
 DX1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1623'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.65
 DX1623'MI) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE T-JUNCTION OF BROADWAY
 DX1623'IN LAGUNA BEACH, 85 M (278.9 FT) SOUTHEAST OF THE T-JUNCTION OF
 DX1623'WESLEY DRIVE, IN TOP OF THE SOUTHEAST END OF A HEADWALL OF A 24-INCH
 DX1623'METAL CULVERT, 17.1 M (56.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 DX1623'HIGHWAY, 10.8 M (35.4 FT) NORTHWEST OF POWER POLE 356447E.
 DX1623'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1621 ***********************************************************************
 DX1621  DESIGNATION -  3 P 19
 DX1621  PID         -  DX1621
 DX1621  STATE/COUNTY-  CA/ORANGE
 DX1621  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1621
 DX1621                         *CURRENT SURVEY CONTROL
 DX1621  ___________________________________________________________________
 DX1621* NAD 83(1986)-  33 30 23.     (N)    117 44 52.     (W)     SCALED    
 DX1621* NAVD 88     -        36.687  (meters)     120.36   (feet)  ADJUSTED  
 DX1621  ___________________________________________________________________
 DX1621  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX1621  DYNAMIC HT  -          36.649 (meters)     120.24  (feet)  COMP
 DX1621  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 DX1621
 DX1621  VERT ORDER  -  FIRST     CLASS I
 DX1621
 DX1621.The horizontal coordinates were scaled from a topographic map and have
 DX1621.an estimated accuracy of +/- 6 seconds.
 DX1621
 DX1621.The orthometric height was determined by differential leveling
 DX1621.and adjusted in June 1991.
 DX1621
 DX1621.The geoid height was determined by GEOID03.
 DX1621
 DX1621.The dynamic height is computed by dividing the NAVD 88
 DX1621.geopotential number by the normal gravity value computed on the
 DX1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1621.degrees latitude (g = 980.6199 gals.).
 DX1621
 DX1621.The modeled gravity was interpolated from observed gravity values.
 DX1621
 DX1621;                    North         East    Units  Estimated Accuracy
 DX1621;SPC CA 6     -   649,580.    1,860,840.      MT  (+/- 180 meters Scaled)
 DX1621
 DX1621                          SUPERSEDED SURVEY CONTROL
 DX1621
 DX1621  NGVD 29 (??/??/92)   35.982  (m)          118.05   (f) ADJ UNCH    1 1
 DX1621
 DX1621.Superseded values are not recommended for survey control.
 DX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1621.See file dsdata.txt to determine how the superseded data were derived.
 DX1621
 DX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT305076(NAD 83)
 DX1621_MARKER: DD = SURVEY DISK
 DX1621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1621_SP_SET: RETAINING WALL
 DX1621_STAMPING: 3 P-19-68
 DX1621_MARK LOGO: CA-059
 DX1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1621+STABILITY: SURFACE MOTION
 DX1621
 DX1621  HISTORY     - Date     Condition        Report By
 DX1621  HISTORY     - 1968     MONUMENTED       CA-059
 DX1621  HISTORY     - 1973     GOOD             CA-059
 DX1621  HISTORY     - 1978     GOOD             NGS
 DX1621  HISTORY     - 1988     GOOD             NGS
 DX1621  HISTORY     - 1990     GOOD             USPSQD
 DX1621
 DX1621                          STATION DESCRIPTION
 DX1621
 DX1621'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1621'AT SOUTH LAGUNA.
 DX1621'0.45 MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1621'ALT.) FROM ALISO BEACH PARK, TO HIGHWAY NUMBER 31423, 45 FEET
 DX1621'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST
 DX1621'OF A TELEPHONE COMPANY MANHOLE COVER, DIRECTLY ACROSS THE
 DX1621'HIGHWAY FROM THE LAGUNA ROYALE APARTMENTS, SET IN THE TOP AT
 DX1621'THE NORTHWEST END OF A CONCRETE RETAINING WALL PROTECTING
 DX1621'THE MANHOLE FROM ROCK SLIDES, 2 FEET HIGHER THAN THE GROUND,
 DX1621'2.6 FEET HIGHER THAN THE GUTTER.
 DX1621
 DX1621                          STATION RECOVERY (1973)
 DX1621
 DX1621'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1621'RECOVERED IN GOOD CONDITION.
 DX1621
 DX1621                          STATION RECOVERY (1978)
 DX1621
 DX1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1621'RECOVERED IN GOOD CONDITION.
 DX1621
 DX1621                          STATION RECOVERY (1988)
 DX1621
 DX1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1621'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 DX1621'MI) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF CROWN VALLEY
 DX1621'PARKWAY IN SOUTH LAGUNA, NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 DX1621'LAGUNA ROYALE APARTMENTS, IN TOP OF THE NORTH CORNER OF A 2 FT TALL
 DX1621'RETAINING WALL AROUND A MAN HOLE COVER, 13.7 M (44.9 FT) NORTHEAST OF
 DX1621'THE HIGHWAY CENTERLINE, 18.9 M (62.0 FT) NORTHWEST OF THE EXTENDED
 DX1621'CENTERLINE OF A DRIVEWAY TO UNDERGROUND PARKING.
 DX1621'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DX1621
 DX1621                          STATION RECOVERY (1990)
 DX1621
 DX1621'RECOVERY NOTE BY US POWER SQUADRON 1990 (MJP)
 DX1621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1619 ***********************************************************************
 DX1619  DESIGNATION -  3 P 20
 DX1619  PID         -  DX1619
 DX1619  STATE/COUNTY-  CA/ORANGE
 DX1619  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX1619
 DX1619                         *CURRENT SURVEY CONTROL
 DX1619  ___________________________________________________________________
 DX1619* NAD 83(1986)-  33 30 02.     (N)    117 44 35.     (W)     SCALED    
 DX1619* NAVD 88     -        33.404  (meters)     109.59   (feet)  ADJUSTED  
 DX1619  ___________________________________________________________________
 DX1619  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1619  DYNAMIC HT  -          33.369 (meters)     109.48  (feet)  COMP
 DX1619  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DX1619
 DX1619  VERT ORDER  -  FIRST     CLASS I
 DX1619
 DX1619.The horizontal coordinates were scaled from a topographic map and have
 DX1619.an estimated accuracy of +/- 6 seconds.
 DX1619
 DX1619.The orthometric height was determined by differential leveling
 DX1619.and adjusted in June 1991.
 DX1619.WARNING-Repeat measurements at this control monument indicate possible
 DX1619.vertical movement.
 DX1619
 DX1619.The geoid height was determined by GEOID03.
 DX1619
 DX1619.The dynamic height is computed by dividing the NAVD 88
 DX1619.geopotential number by the normal gravity value computed on the
 DX1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1619.degrees latitude (g = 980.6199 gals.).
 DX1619
 DX1619.The modeled gravity was interpolated from observed gravity values.
 DX1619
 DX1619;                    North         East    Units  Estimated Accuracy
 DX1619;SPC CA 6     -   648,930.    1,861,270.      MT  (+/- 180 meters Scaled)
 DX1619
 DX1619                          SUPERSEDED SURVEY CONTROL
 DX1619
 DX1619  NGVD 29 (??/??/92)   32.724  (m)          107.36   (f) ADJ UNCH    1 1
 DX1619
 DX1619.Superseded values are not recommended for survey control.
 DX1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1619.See file dsdata.txt to determine how the superseded data were derived.
 DX1619
 DX1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT309070(NAD 83)
 DX1619_MARKER: DD = SURVEY DISK
 DX1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1619_SP_SET: CATCH BASIN
 DX1619_STAMPING: 3 P-20-68
 DX1619_MARK LOGO: CA-059
 DX1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1619
 DX1619  HISTORY     - Date     Condition        Report By
 DX1619  HISTORY     - 1968     MONUMENTED       CA-059
 DX1619  HISTORY     - 1973     GOOD             CA-059
 DX1619  HISTORY     - 1978     GOOD             NGS
 DX1619  HISTORY     - 1988     GOOD             NGS
 DX1619  HISTORY     - 19901013 GOOD             USPSQD
 DX1619  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1619
 DX1619                          STATION DESCRIPTION
 DX1619
 DX1619'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1619'AT SOUTH LAGUNA.
 DX1619'0.85 MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1619'ALT.) FROM ALISO BEACH PARK, TO ITS INTERSECTION WITH FIFTH
 DX1619'STREET, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11
 DX1619'FEET SOUTHEAST FROM THE PROLONGATION OF THE CENTER LINE OF THE
 DX1619'STREET, 36 FEET SOUTHEAST OF A STREET SIGN POST, 48.5 FEET
 DX1619'SOUTHEAST OF A FIRE PLUG, 54.5 FEET SOUTHEAST OF A POWER
 DX1619'TRANSFORMER POLE, 2.5 FEET SOUTHWEST OF THE FACE OF THE CURB,
 DX1619'0.6 OF A FOOT EAST OF A 5 FOOT HIGH SLAT FENCE, SET IN THE
 DX1619'NORTHWEST END OF A CONCRETE HEADWALL, ABOUT 1 FOOT HIGHER THAN
 DX1619'THE GUTTER.
 DX1619
 DX1619                          STATION RECOVERY (1973)
 DX1619
 DX1619'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1619'RECOVERED IN GOOD CONDITION.
 DX1619
 DX1619                          STATION RECOVERY (1978)
 DX1619
 DX1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1619'RECOVERED IN GOOD CONDITION.
 DX1619
 DX1619                          STATION RECOVERY (1988)
 DX1619
 DX1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1619'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.30
 DX1619'MI) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF CROWN VALLEY
 DX1619'PARKWAY IN SOUTH LAGUNA, SOUTH AND ACROSS THE HIGHWAY FROM THE
 DX1619'T-JUNCTION OF 5TH AVENUE, IN TOP OF THE WEST CORNER OF A CATCH BASIN,
 DX1619'11.9 M (39.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT)
 DX1619'SOUTHEAST OF THE EXTENDED CENTERLINE OF THE AVENUE, 0.7 M (2.3 FT)
 DX1619'SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 0.3 M (1.0 FT)
 DX1619'NORTHEAST OF A METAL FENCE.  NOTE--ACCESS TO THE MARK IS HAD THROUGH
 DX1619'A HOLE WHICH HAS BEEN CUT IN THE WEST CORNER OF A STEEL DECK PLATE
 DX1619'PLACED ON TOP OF THE CATCH BASIN.
 DX1619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX1619
 DX1619                          STATION RECOVERY (1990)
 DX1619
 DX1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DX1619'RECOVERED IN GOOD CONDITION.
 DX1619
 DX1619                          STATION RECOVERY (2006)
 DX1619
 DX1619'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1495 ***********************************************************************
 DX1495  DESIGNATION -  3 P 21
 DX1495  PID         -  DX1495
 DX1495  STATE/COUNTY-  CA/ORANGE
 DX1495  USGS QUAD   -  DANA POINT (1975)
 DX1495
 DX1495                         *CURRENT SURVEY CONTROL
 DX1495  ___________________________________________________________________
 DX1495* NAD 83(1986)-  33 29 34.     (N)    117 44 05.     (W)     SCALED    
 DX1495* NAVD 88     -        55.857  (meters)     183.26   (feet)  ADJUSTED  
 DX1495  ___________________________________________________________________
 DX1495  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1495  DYNAMIC HT  -          55.798 (meters)     183.06  (feet)  COMP
 DX1495  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DX1495
 DX1495  VERT ORDER  -  FIRST     CLASS I
 DX1495
 DX1495.The horizontal coordinates were scaled from a topographic map and have
 DX1495.an estimated accuracy of +/- 6 seconds.
 DX1495
 DX1495.The orthometric height was determined by differential leveling
 DX1495.and adjusted in June 1991.
 DX1495.WARNING-Repeat measurements at this control monument indicate possible
 DX1495.vertical movement.
 DX1495
 DX1495.The geoid height was determined by GEOID03.
 DX1495
 DX1495.The dynamic height is computed by dividing the NAVD 88
 DX1495.geopotential number by the normal gravity value computed on the
 DX1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1495.degrees latitude (g = 980.6199 gals.).
 DX1495
 DX1495.The modeled gravity was interpolated from observed gravity values.
 DX1495
 DX1495;                    North         East    Units  Estimated Accuracy
 DX1495;SPC CA 6     -   648,050.    1,862,040.      MT  (+/- 180 meters Scaled)
 DX1495
 DX1495                          SUPERSEDED SURVEY CONTROL
 DX1495
 DX1495  NGVD 29 (??/??/92)   55.219  (m)          181.16   (f) ADJ UNCH    1 1
 DX1495
 DX1495.Superseded values are not recommended for survey control.
 DX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1495.See file dsdata.txt to determine how the superseded data were derived.
 DX1495
 DX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT317061(NAD 83)
 DX1495_MARKER: DD = SURVEY DISK
 DX1495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX1495_SP_SET: HEADWALL
 DX1495_STAMPING: 3 P-21-68
 DX1495_MARK LOGO: CA-059
 DX1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1495+STABILITY: SURFACE MOTION
 DX1495
 DX1495  HISTORY     - Date     Condition        Report By
 DX1495  HISTORY     - 1968     MONUMENTED       CA-059
 DX1495  HISTORY     - 1978     GOOD             NGS
 DX1495  HISTORY     - 1988     GOOD             NGS
 DX1495
 DX1495                          STATION DESCRIPTION
 DX1495
 DX1495'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1495'1.6 MI SE FROM SOUTH LAGUNA.
 DX1495'1.55 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1495'ALT.) FROM THE ALISO BEACH PARK TO THREE ARCH BAY, ABOUT 260 FEET
 DX1495'NORTHWEST ALONG THE HIGHWAY FROM THE SOUTHWEST ENTRANCE INTO THE
 DX1495'BAY, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.5
 DX1495'FEET SOUTHEAST OF TRANSFORMER POWER POLE NUMBER L121740, 90 FEET
 DX1495'NORTHWEST OF A POWER POLE (NO NUMBER), ACROSS THE HIGHWAY FROM
 DX1495'HOUSE NUMBER 32292, SET IN THE NORTHWEST END AT THE ANGLE POINT
 DX1495'OF A CONCRETE HEADWALL, ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 DX1495
 DX1495                          STATION RECOVERY (1978)
 DX1495
 DX1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1495'RECOVERED IN GOOD CONDITION.
 DX1495
 DX1495                          STATION RECOVERY (1988)
 DX1495
 DX1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1495'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM (0.70
 DX1495'MI) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF CROWN VALLEY
 DX1495'PARKWAY IN SOUTH LAGUNA, IN TOP OF THE NORTHWEST END OF THE HEADWALL
 DX1495'OF A 24-INCH METAL CULVERT, 12.2 M (40.0 FT) SOUTHWEST OF THE HIGHWAY
 DX1495'CENTERLINE, 79.2 M (259.8 FT) NORTHWEST OF THE CENTERLINE OF VISTA
 DX1495'DEL SOL, 4.6 M (15.1 FT) SOUTHEAST OF THE SOUTHEAST END OF A GUARD
 DX1495'RAIL.
 DX1495'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1494 ***********************************************************************
 DX1494  DESIGNATION -  3 P 22
 DX1494  PID         -  DX1494
 DX1494  STATE/COUNTY-  CA/ORANGE
 DX1494  USGS QUAD   -  DANA POINT (1975)
 DX1494
 DX1494                         *CURRENT SURVEY CONTROL
 DX1494  ___________________________________________________________________
 DX1494* NAD 83(1986)-  33 29 24.     (N)    117 43 51.     (W)     SCALED    
 DX1494* NAVD 88     -        46.47   (+/-2cm)     152.5    (feet)  VERTCON   
 DX1494  ___________________________________________________________________
 DX1494  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1494  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1494
 DX1494.The horizontal coordinates were scaled from a topographic map and have
 DX1494.an estimated accuracy of +/- 6 seconds.
 DX1494
 DX1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1494.The vertical order pertains to the NGVD 29 superseded value.
 DX1494
 DX1494.The geoid height was determined by GEOID03.
 DX1494
 DX1494;                    North         East    Units  Estimated Accuracy
 DX1494;SPC CA 6     -   647,740.    1,862,390.      MT  (+/- 180 meters Scaled)
 DX1494
 DX1494                          SUPERSEDED SURVEY CONTROL
 DX1494
 DX1494  NGVD 29 (??/??/??)   45.778  (m)          150.19   (f) ADJUSTED    1 1
 DX1494
 DX1494.Superseded values are not recommended for survey control.
 DX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1494.See file dsdata.txt to determine how the superseded data were derived.
 DX1494
 DX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT321058(NAD 83)
 DX1494_MARKER: DD = SURVEY DISK
 DX1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1494_SP_SET: CATCH BASIN
 DX1494_STAMPING: 3P-22-68
 DX1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1494
 DX1494  HISTORY     - Date     Condition        Report By
 DX1494  HISTORY     - 1968     MONUMENTED       CA-059
 DX1494  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX1494  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX1494
 DX1494                          STATION DESCRIPTION
 DX1494
 DX1494'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1494'AT LAGUNA NIGUEL.
 DX1494'2.0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1494'ALT.) FROM THE ALISO BEACH PARK, ABOUT 0.25 MILE NORTHWEST ALONG
 DX1494'THE HIGHWAY FROM THE CROWN VALLEY PARKWAY, 42.5 FEET NORTHEAST
 DX1494'OF THE CENTER LINE OF THE HIGHWAY, 43.3 FEET SOUTHEAST OF A WATER
 DX1494'METER CONCRETE BOX ABOUT 3 FEET HIGHER THAN THE GROUND, 62.8
 DX1494'FEET SOUTHEAST OF A WATER COMPANY INSPECTION MANHOLE ABOUT 3
 DX1494'FEET HIGHER THAN THE GROUND, SET 0.5 FOOT NORTHWEST OF THE
 DX1494'SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, ABOUT 1 FOOT LOWER
 DX1494'THAN THE HIGHWAY.
 DX1494
 DX1494                          STATION RECOVERY (1978)
 DX1494
 DX1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1494'MARK NOT FOUND.
 DX1494
 DX1494                          STATION RECOVERY (2006)
 DX1494
 DX1494'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1492 ***********************************************************************
 DX1492  DESIGNATION -  3 P 23
 DX1492  PID         -  DX1492
 DX1492  STATE/COUNTY-  CA/ORANGE
 DX1492  USGS QUAD   -  DANA POINT (1975)
 DX1492
 DX1492                         *CURRENT SURVEY CONTROL
 DX1492  ___________________________________________________________________
 DX1492* NAD 83(1986)-  33 29 14.     (N)    117 43 37.     (W)     SCALED    
 DX1492* NAVD 88     -        49.485  (meters)     162.35   (feet)  READJUSTED
 DX1492  ___________________________________________________________________
 DX1492  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX1492  DYNAMIC HT  -          49.430 (meters)     162.17  (feet)  COMP
 DX1492  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DX1492  OBS GRAVITY -     979,587.6   (mgal)                       GRAV_OBS
 DX1492
 DX1492  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1492
 DX1492.The horizontal coordinates were scaled from a topographic map and have
 DX1492.an estimated accuracy of +/- 6 seconds.
 DX1492
 DX1492.The orthometric height was determined by differential leveling
 DX1492.and adjusted in February 1993.
 DX1492.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1492.distribution rate of 0.0 thru 1.0 mm/km.
 DX1492.The height was derived from older observations constrained to new
 DX1492.heights in a crustal motion area.  The height is approximate in
 DX1492.relation to other heights in its vicinity.
 DX1492
 DX1492.The geoid height was determined by GEOID03.
 DX1492
 DX1492.The dynamic height is computed by dividing the NAVD 88
 DX1492.geopotential number by the normal gravity value computed on the
 DX1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1492.degrees latitude (g = 980.6199 gals.).
 DX1492
 DX1492.The modeled gravity was interpolated from observed gravity values.
 DX1492.The observed gravity was obtained from relative gravimeter ties
 DX1492.to the IGSN71 gravity network.
 DX1492
 DX1492;                    North         East    Units  Estimated Accuracy
 DX1492;SPC CA 6     -   647,430.    1,862,750.      MT  (+/- 180 meters Scaled)
 DX1492
 DX1492                          SUPERSEDED SURVEY CONTROL
 DX1492
 DX1492  NGVD 29 (??/??/92)   48.784  (m)          160.05   (f) ADJ UNCH    1 1
 DX1492
 DX1492.Superseded values are not recommended for survey control.
 DX1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1492.See file dsdata.txt to determine how the superseded data were derived.
 DX1492
 DX1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT324055(NAD 83)
 DX1492_MARKER: DD = SURVEY DISK
 DX1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1492_SP_SET: CATCH BASIN
 DX1492_STAMPING: 3P-23-68
 DX1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1492
 DX1492  HISTORY     - Date     Condition        Report By
 DX1492  HISTORY     - 1968     MONUMENTED       CA-059
 DX1492  HISTORY     - 1978     GOOD             NGS
 DX1492  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX1492
 DX1492                          STATION DESCRIPTION
 DX1492
 DX1492'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1492'AT LAGUNA NIGUEL.
 DX1492'2.25 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1492'ALT.) FROM THE ALISO BEACH PARK, TO ITS INTERSECTION WITH THE
 DX1492'CROWN VALLEY PARKWAY, ABOUT 180 FEET NORTHEAST ALONG THE PARKWAY
 DX1492'FROM THE CENTER LINE OF THE HIGHWAY, 38.5 FEET NORTHWEST OF THE
 DX1492'CENTER LINE OF THE PARKWAY, 9 FEET SOUTHWEST OF THE SOUTHEAST
 DX1492'CORNER OF A 2 FOOT HIGH CONCRETE RETAINING WALL, 48 FEET
 DX1492'SOUTHWEST OF A CONCRETE BOX FLUSH WITH THE GROUND (A CONTROL
 DX1492'BOX FOR TRAFFIC SIGNAL PLATE IN THE PARKWAY), SET IN THE
 DX1492'SOUTHEAST CORNER OF A CONCRETE CATCH BASIN, 0.8 OF A FOOT HIGHER
 DX1492'THAN THE GUTTER.
 DX1492
 DX1492                          STATION RECOVERY (1978)
 DX1492
 DX1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1492'RECOVERED IN GOOD CONDITION.
 DX1492
 DX1492                          STATION RECOVERY (1988)
 DX1492
 DX1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1492'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1483 ***********************************************************************
 DX1483  DESIGNATION -  3 P 24
 DX1483  PID         -  DX1483
 DX1483  STATE/COUNTY-  CA/ORANGE
 DX1483  USGS QUAD   -  DANA POINT (1975)
 DX1483
 DX1483                         *CURRENT SURVEY CONTROL
 DX1483  ___________________________________________________________________
 DX1483* NAD 83(1986)-  33 27 56.     (N)    117 41 13.     (W)     SCALED    
 DX1483* NAVD 88     -         4.860  (meters)      15.94   (feet)  ADJUSTED  
 DX1483  ___________________________________________________________________
 DX1483  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DX1483  DYNAMIC HT  -           4.855 (meters)      15.93  (feet)  COMP
 DX1483  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DX1483
 DX1483  VERT ORDER  -  FIRST     CLASS I
 DX1483
 DX1483.The horizontal coordinates were scaled from a topographic map and have
 DX1483.an estimated accuracy of +/- 6 seconds.
 DX1483
 DX1483.The orthometric height was determined by differential leveling
 DX1483.and adjusted in June 1991.
 DX1483.WARNING-Repeat measurements at this control monument indicate possible
 DX1483.vertical movement.
 DX1483
 DX1483.The geoid height was determined by GEOID03.
 DX1483
 DX1483.The dynamic height is computed by dividing the NAVD 88
 DX1483.geopotential number by the normal gravity value computed on the
 DX1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1483.degrees latitude (g = 980.6199 gals.).
 DX1483
 DX1483.The modeled gravity was interpolated from observed gravity values.
 DX1483
 DX1483;                    North         East    Units  Estimated Accuracy
 DX1483;SPC CA 6     -   644,970.    1,866,430.      MT  (+/- 180 meters Scaled)
 DX1483
 DX1483                          SUPERSEDED SURVEY CONTROL
 DX1483
 DX1483  NGVD 29 (??/??/92)    4.165  (m)           13.66   (f) ADJ UNCH    1 1
 DX1483
 DX1483.Superseded values are not recommended for survey control.
 DX1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1483.See file dsdata.txt to determine how the superseded data were derived.
 DX1483
 DX1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT361031(NAD 83)
 DX1483_MARKER: DD = SURVEY DISK
 DX1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1483_SP_SET: CATCH BASIN
 DX1483_STAMPING: 3 P-24-68
 DX1483_MARK LOGO: CA-059
 DX1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1483
 DX1483  HISTORY     - Date     Condition        Report By
 DX1483  HISTORY     - 1968     MONUMENTED       CA-059
 DX1483  HISTORY     - 1978     GOOD             NGS
 DX1483  HISTORY     - 1988     GOOD             NGS
 DX1483  HISTORY     - 19990717 GOOD             USPSQD
 DX1483
 DX1483                          STATION DESCRIPTION
 DX1483
 DX1483'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX1483'0.4 MI NW FROM CAPISTRANO BEACH.
 DX1483'0.45 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1483'ALT.) FROM THE ATCHISON, TOPEKA AND SANTA FE RALWAY OVERPASS OF
 DX1483'THE HIGHWAY IN CAPISTRANO BEACH TO ITS INTERSECTION WITH DEL
 DX1483'OBISPO STREET, ABOUT 245 FEET NORTHEAST OF THE CENTER LINE OF THE
 DX1483'HIGHWAY, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 91.3
 DX1483'FEET NORTHEAST OF POWER POLE NUMBER 22507, 49 FEET SOUTHWEST
 DX1483'OF STREET LIGHT POLE NUMBER 222499, ABOUT 50 FEET SOUTHWEST OF THE
 DX1483'SOUTHWEST SIDE OF HOUSE NUMBER 34271 AND ACROSS THE STREET, SET
 DX1483'IN THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 1 FOOT HIGHER
 DX1483'THAN THE GUTTER.
 DX1483
 DX1483                          STATION RECOVERY (1978)
 DX1483
 DX1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1483'RECOVERED IN GOOD CONDITION.
 DX1483
 DX1483                          STATION RECOVERY (1988)
 DX1483
 DX1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1483'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 DX1483'MI) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF EL CAMINO
 DX1483'REAL IN ACPISTRANO BEACH, IN THE NORTHEAST CORNER OF THE INTERSECTION
 DX1483'OF DEL OBISPO STREET, IN TOP OF THE SOUTHWEST CORNER OF A CATCH
 DX1483'BASIN, 74.7 M (245.1 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 11.6 M
 DX1483'(38.1 FT) SOUTHEAST OF THE STREET CENTERLINE, 7.6 M (24.9 FT)
 DX1483'SOUTHWEST OF THE SOUTHWEST LEG OF A BUS STOP COVER.
 DX1483'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DX1483
 DX1483                          STATION RECOVERY (1999)
 DX1483
 DX1483'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1487 ***********************************************************************
 DX1487  DESIGNATION -  3 P 25
 DX1487  PID         -  DX1487
 DX1487  STATE/COUNTY-  CA/ORANGE
 DX1487  USGS QUAD   -  DANA POINT (1975)
 DX1487
 DX1487                         *CURRENT SURVEY CONTROL
 DX1487  ___________________________________________________________________
 DX1487* NAD 83(1986)-  33 28 00.     (N)    117 42 03.     (W)     SCALED    
 DX1487* NAVD 88     -        42.556  (meters)     139.62   (feet)  READJUSTED
 DX1487  ___________________________________________________________________
 DX1487  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DX1487  DYNAMIC HT  -          42.510 (meters)     139.47  (feet)  COMP
 DX1487  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DX1487
 DX1487  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1487
 DX1487.The horizontal coordinates were scaled from a topographic map and have
 DX1487.an estimated accuracy of +/- 6 seconds.
 DX1487
 DX1487.The orthometric height was determined by differential leveling
 DX1487.and adjusted in February 1993.
 DX1487.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1487.distribution rate of 0.0 thru 1.0 mm/km.
 DX1487.The height was derived from older observations constrained to new
 DX1487.heights in a crustal motion area.  The height is approximate in
 DX1487.relation to other heights in its vicinity.
 DX1487
 DX1487.The geoid height was determined by GEOID03.
 DX1487
 DX1487.The dynamic height is computed by dividing the NAVD 88
 DX1487.geopotential number by the normal gravity value computed on the
 DX1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1487.degrees latitude (g = 980.6199 gals.).
 DX1487
 DX1487.The modeled gravity was interpolated from observed gravity values.
 DX1487
 DX1487;                    North         East    Units  Estimated Accuracy
 DX1487;SPC CA 6     -   645,110.    1,865,140.      MT  (+/- 180 meters Scaled)
 DX1487
 DX1487                          SUPERSEDED SURVEY CONTROL
 DX1487
 DX1487  NGVD 29 (??/??/92)   41.859  (m)          137.33   (f) ADJ UNCH    1 1
 DX1487
 DX1487.Superseded values are not recommended for survey control.
 DX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1487.See file dsdata.txt to determine how the superseded data were derived.
 DX1487
 DX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT348032(NAD 83)
 DX1487_MARKER: DD = SURVEY DISK
 DX1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1487_SP_SET: CATCH BASIN
 DX1487_STAMPING: 3P-25-69 LINE-400
 DX1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1487
 DX1487  HISTORY     - Date     Condition        Report By
 DX1487  HISTORY     - 1969     MONUMENTED       CA-059
 DX1487  HISTORY     - 1978     GOOD             NGS
 DX1487  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX1487
 DX1487                          STATION DESCRIPTION
 DX1487
 DX1487'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1969
 DX1487'AT DANA POINT.
 DX1487'ABOUT 1.25 MILES WEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DX1487'ALT.) FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY OVERPASS AT
 DX1487'CAPISTRANO BEACH TO ITS INTERSECTION WITH THE T JUNCTION OF EL
 DX1487'ENCANTO AVENUE, ABOUT 0.15 MILES WEST ALONG THE HIGHWAY FROM THE
 DX1487'POST OFFICE AT DANA POINT, ABOUT 22.5 FEET SOUTH OF THE CENTER
 DX1487'LINE OF THE HIGHWAY, ABOUT 1.5 FEET WEST OF THE CENTER LINE
 DX1487'PROLONGATION OF THE AVENUE, SET IN THE TOP OF THE NORTHEAST
 DX1487'CORNER OF A 3 FOOT BY 6 FOOT CONCRETE CATCH BASIN, ABOUT 0.8
 DX1487'OF A FOOT HIGHER THAN THE GUTTER.
 DX1487
 DX1487                          STATION RECOVERY (1978)
 DX1487
 DX1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1487'RECOVERED IN GOOD CONDITION.
 DX1487
 DX1487                          STATION RECOVERY (1988)
 DX1487
 DX1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1487'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3354 ***********************************************************************
 DX3354  DESIGNATION -  3 P 26
 DX3354  PID         -  DX3354
 DX3354  STATE/COUNTY-  CA/ORANGE
 DX3354  USGS QUAD   -  DANA POINT (1975)
 DX3354
 DX3354                         *CURRENT SURVEY CONTROL
 DX3354  ___________________________________________________________________
 DX3354* NAD 83(1986)-  33 28 51.     (N)    117 43 14.     (W)     SCALED    
 DX3354* NAVD 88     -        38.733  (meters)     127.08   (feet)  READJUSTED
 DX3354  ___________________________________________________________________
 DX3354  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX3354  DYNAMIC HT  -          38.690 (meters)     126.94  (feet)  COMP
 DX3354  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DX3354
 DX3354  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3354
 DX3354.The horizontal coordinates were scaled from a topographic map and have
 DX3354.an estimated accuracy of +/- 6 seconds.
 DX3354
 DX3354.The orthometric height was determined by differential leveling
 DX3354.and adjusted in February 1993.
 DX3354.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3354.distribution rate of 0.0 thru 1.0 mm/km.
 DX3354.The height was derived from older observations constrained to new
 DX3354.heights in a crustal motion area.  The height is approximate in
 DX3354.relation to other heights in its vicinity.
 DX3354
 DX3354.The geoid height was determined by GEOID03.
 DX3354
 DX3354.The dynamic height is computed by dividing the NAVD 88
 DX3354.geopotential number by the normal gravity value computed on the
 DX3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3354.degrees latitude (g = 980.6199 gals.).
 DX3354
 DX3354.The modeled gravity was interpolated from observed gravity values.
 DX3354
 DX3354;                    North         East    Units  Estimated Accuracy
 DX3354;SPC CA 6     -   646,710.    1,863,330.      MT  (+/- 180 meters Scaled)
 DX3354
 DX3354                          SUPERSEDED SURVEY CONTROL
 DX3354
 DX3354  NGVD 29 (??/??/92)   38.033  (m)          124.78   (f) ADJ UNCH    1 1
 DX3354
 DX3354.Superseded values are not recommended for survey control.
 DX3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3354.See file dsdata.txt to determine how the superseded data were derived.
 DX3354
 DX3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT330048(NAD 83)
 DX3354_MARKER: P = PIPE CAP
 DX3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3354_SP_SET: CONCRETE POST
 DX3354_STAMPING: 3 P 26 73
 DX3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3354+STABILITY: SURFACE MOTION
 DX3354
 DX3354  HISTORY     - Date     Condition        Report By
 DX3354  HISTORY     - 1973     MONUMENTED       CA-059
 DX3354  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX3354
 DX3354                          STATION DESCRIPTION
 DX3354
 DX3354'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX3354'2 MI NW FROM DANA POINT.
 DX3354'0.6 OF A MILE SOUTHEAST ALONG PACIFIC COAST HIGHWAY (US 101ALT) FROM
 DX3354'ITS INTERSECTION WITH CROWN VALLEY, 43 FEET SOUTHWEST OF THE
 DX3354'CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A BLOCK WALL FOR A TV CABLE
 DX3354'STRUCTURE, 1 FOOT BEHIND CURB FACE AND ABOUT 4 INCHES HIGHER THAN THE
 DX3354'TOP OF THE CURB. SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST 4
 DX3354'INCHES ABOVE GROUND.
 DX3354
 DX3354                          STATION RECOVERY (1988)
 DX3354
 DX3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3354'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3355 ***********************************************************************
 DX3355  DESIGNATION -  3 P 27
 DX3355  PID         -  DX3355
 DX3355  STATE/COUNTY-  CA/ORANGE
 DX3355  USGS QUAD   -  DANA POINT (1975)
 DX3355
 DX3355                         *CURRENT SURVEY CONTROL
 DX3355  ___________________________________________________________________
 DX3355* NAD 83(1986)-  33 28 20.     (N)    117 42 51.     (W)     SCALED    
 DX3355* NAVD 88     -        51.359  (meters)     168.50   (feet)  ADJUSTED  
 DX3355  ___________________________________________________________________
 DX3355  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DX3355  DYNAMIC HT  -          51.304 (meters)     168.32  (feet)  COMP
 DX3355  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DX3355
 DX3355  VERT ORDER  -  FIRST     CLASS I
 DX3355
 DX3355.The horizontal coordinates were scaled from a topographic map and have
 DX3355.an estimated accuracy of +/- 6 seconds.
 DX3355
 DX3355.The orthometric height was determined by differential leveling
 DX3355.and adjusted in June 1991.
 DX3355.WARNING-Repeat measurements at this control monument indicate possible
 DX3355.vertical movement.
 DX3355
 DX3355.The geoid height was determined by GEOID03.
 DX3355
 DX3355.The dynamic height is computed by dividing the NAVD 88
 DX3355.geopotential number by the normal gravity value computed on the
 DX3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3355.degrees latitude (g = 980.6199 gals.).
 DX3355
 DX3355.The modeled gravity was interpolated from observed gravity values.
 DX3355
 DX3355;                    North         East    Units  Estimated Accuracy
 DX3355;SPC CA 6     -   645,750.    1,863,910.      MT  (+/- 180 meters Scaled)
 DX3355
 DX3355                          SUPERSEDED SURVEY CONTROL
 DX3355
 DX3355  NGVD 29 (??/??/92)   50.650  (m)          166.17   (f) ADJ UNCH    1 1
 DX3355
 DX3355.Superseded values are not recommended for survey control.
 DX3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3355.See file dsdata.txt to determine how the superseded data were derived.
 DX3355
 DX3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT336038(NAD 83)
 DX3355_MARKER: DD = SURVEY DISK
 DX3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3355_SP_SET: CONCRETE POST
 DX3355_STAMPING: 3 P 27 73
 DX3355_MARK LOGO: CA-059
 DX3355_PROJECTION: PROJECTING 10 CENTIMETERS
 DX3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3355+STABILITY: SURFACE MOTION
 DX3355
 DX3355  HISTORY     - Date     Condition        Report By
 DX3355  HISTORY     - 1973     MONUMENTED       CA-059
 DX3355  HISTORY     - 1988     GOOD             NGS
 DX3355  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX3355
 DX3355                          STATION DESCRIPTION
 DX3355
 DX3355'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1973
 DX3355'1.5 MI NW FROM DANA POINT.
 DX3355'1.2 MILE SOUTHEAST ALONG PACIFIC COAST HIGHWAY (US 101 ALT)FROM ITS
 DX3355'INTERSECTION WITH CROWN VALLEY PARKWAY, 43 FEET SOUTHWEST OF THE
 DX3355'CENTERLINE OF HIGHWAY, 1 FOOT BEHIND CURB FACE AND ABOUT 4 INCHES
 DX3355'HIGHEST THAN THE TOP OF THE CURB, SET IN THE TOP OF A 6 INCH BY 6 INCH
 DX3355'CONCRETE POST 4 INCHES ABOVE GROUND.
 DX3355
 DX3355                          STATION RECOVERY (1988)
 DX3355
 DX3355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3355'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 KM (1.25
 DX3355'MI) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF CROWN VALLEY
 DX3355'PARKWAY IN SOUTH LAGUNA, 0.22 KM (0.15 MI) NORTHEAST OF THE
 DX3355'INTERSECTION OF SELVA ROAD, 0.18 KM (0.10 MI) SOUTHEAST OF AN
 DX3355'OVERPASS, 13.1 M (43.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.3 M
 DX3355'(1.0 FT) SOUTHWEST OF THE SOUTHWEST CURB.
 DX3355'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 DX3355'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DX3355
 DX3355                          STATION RECOVERY (2006)
 DX3355
 DX3355'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX3355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0610 ***********************************************************************
 DW0610  DESIGNATION -  3 P MWDSC
 DW0610  PID         -  DW0610
 DW0610  STATE/COUNTY-  CA/RIVERSIDE
 DW0610  USGS QUAD   -  VICTORY PASS (1987)
 DW0610
 DW0610                         *CURRENT SURVEY CONTROL
 DW0610  ___________________________________________________________________
 DW0610* NAD 83(1986)-  33 45 31.     (N)    115 28 11.     (W)     SCALED    
 DW0610* NAVD 88     -       340.96   (+/-2cm)    1118.6    (feet)  VERTCON   
 DW0610  ___________________________________________________________________
 DW0610  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DW0610  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0610
 DW0610.The horizontal coordinates were scaled from a topographic map and have
 DW0610.an estimated accuracy of +/- 6 seconds.
 DW0610
 DW0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0610.The vertical order pertains to the NGVD 29 superseded value.
 DW0610
 DW0610.The geoid height was determined by GEOID03.
 DW0610
 DW0610;                    North         East    Units  Estimated Accuracy
 DW0610;SPC CA 6     -   676,820.    2,072,290.      MT  (+/- 180 meters Scaled)
 DW0610
 DW0610                          SUPERSEDED SURVEY CONTROL
 DW0610
 DW0610  NGVD 29 (??/??/??)  340.266  (m)         1116.36   (f) ADJUSTED    1 2
 DW0610
 DW0610.Superseded values are not recommended for survey control.
 DW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0610.See file dsdata.txt to determine how the superseded data were derived.
 DW0610
 DW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT417364(NAD 83)
 DW0610_MARKER: DD = SURVEY DISK
 DW0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0610_STAMPING: 3 P 1931
 DW0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0610+STABILITY: SURFACE MOTION
 DW0610
 DW0610  HISTORY     - Date     Condition        Report By
 DW0610  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0610  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0610
 DW0610                          STATION DESCRIPTION
 DW0610
 DW0610'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0610'4.8 MI NW FROM DESERT CENTER.
 DW0610'ABOUT 4-3/4 MILES NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0610'ABOUT 1 MILE NORTHEAST OF THE ENTRANCE HILL PUMP LIFT, ON THE
 DW0610'SOUTHWEST SIDE OF A LARGE ALLUVIAL FAN, ABOUT 600 FEET NORTH
 DW0610'OF PRELIMINARY LOCATION SURVEY STATION 5348+35, AND SURROUNDED
 DW0610'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0610'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 DW0610'FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH GUARDRAIL
 DW0610'WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE CORNER.
 DW0610
 DW0610                          STATION RECOVERY (1976)
 DW0610
 DW0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0610'NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5430 ***********************************************************************
 DX5430  DESIGNATION -  3 PCL
 DX5430  PID         -  DX5430
 DX5430  STATE/COUNTY-  CA/RIVERSIDE
 DX5430  USGS QUAD   -  LAKEVIEW (1979)
 DX5430
 DX5430                         *CURRENT SURVEY CONTROL
 DX5430  ___________________________________________________________________
 DX5430* NAD 83(1986)-  33 49 57.     (N)    117 07 14.     (W)     SCALED    
 DX5430* NAVD 88     -       449.802  (meters)    1475.73   (feet)  ADJUSTED  
 DX5430  ___________________________________________________________________
 DX5430  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DX5430  DYNAMIC HT  -         449.290 (meters)    1474.05  (feet)  COMP
 DX5430  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DX5430
 DX5430  VERT ORDER  -  FIRST     CLASS II
 DX5430
 DX5430.The horizontal coordinates were scaled from a topographic map and have
 DX5430.an estimated accuracy of +/- 6 seconds.
 DX5430
 DX5430.The orthometric height was determined by differential leveling
 DX5430.and adjusted in January 1993.
 DX5430
 DX5430.The geoid height was determined by GEOID03.
 DX5430
 DX5430.The dynamic height is computed by dividing the NAVD 88
 DX5430.geopotential number by the normal gravity value computed on the
 DX5430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5430.degrees latitude (g = 980.6199 gals.).
 DX5430
 DX5430.The modeled gravity was interpolated from observed gravity values.
 DX5430
 DX5430;                    North         East    Units  Estimated Accuracy
 DX5430;SPC CA 6     -   685,090.    1,919,420.      MT  (+/- 180 meters Scaled)
 DX5430
 DX5430                          SUPERSEDED SURVEY CONTROL
 DX5430
 DX5430.No superseded survey control is available for this station.
 DX5430
 DX5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT888435(NAD 83)
 DX5430_MARKER: DD = SURVEY DISK
 DX5430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5430_SP_SET: AQUEDUCT WALL
 DX5430_STAMPING: 3 PCL 1967
 DX5430_MARK LOGO: MWDSC 
 DX5430_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5430+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1993
 DX5430
 DX5430  HISTORY     - Date     Condition        Report By
 DX5430  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5430  HISTORY     - 19930416 GOOD             MWDSC
 DX5430
 DX5430                          STATION DESCRIPTION
 DX5430
 DX5430'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5430'AT LAKEVIEW, 500 FEET (152.4 M) SOUTH ALONG EUCALYPTUS AVE. FROM THE
 DX5430'INTERSECTION OF EUCALYPTUS AVE. AND LAKEVIEW AVE., 200 FEET (61.0 M)
 DX5430'EAST ALONG DIRT ROAD FROM EUCALYPTUS AVE., 100 FEET (30.5 M) SOUTH OF
 DX5430'DIRT ROAD, ON WEST WALL OF COLORADO RIVER AQUEDUCT STRUCTURE, FOUND 3
 DX5430'INCH STANDARD BRASS MWD DISK SET FLUSH IN TOP OF THE CENTER OF WEST
 DX5430'WALL OF STRUCTURE.
 DX5430
 DX5430                          STATION RECOVERY (1993)
 DX5430
 DX5430'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX5430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0609 ***********************************************************************
 DW0609  DESIGNATION -  3 Q MWDSC
 DW0609  PID         -  DW0609
 DW0609  STATE/COUNTY-  CA/RIVERSIDE
 DW0609  USGS QUAD   -  VICTORY PASS (1987)
 DW0609
 DW0609                         *CURRENT SURVEY CONTROL
 DW0609  ___________________________________________________________________
 DW0609* NAD 83(1986)-  33 46 19.     (N)    115 27 38.     (W)     SCALED    
 DW0609* NAVD 88     -       345.13   (+/-2cm)    1132.3    (feet)  VERTCON   
 DW0609  ___________________________________________________________________
 DW0609  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DW0609  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0609
 DW0609.The horizontal coordinates were scaled from a topographic map and have
 DW0609.an estimated accuracy of +/- 6 seconds.
 DW0609
 DW0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0609.The vertical order pertains to the NGVD 29 superseded value.
 DW0609
 DW0609.The geoid height was determined by GEOID03.
 DW0609
 DW0609;                    North         East    Units  Estimated Accuracy
 DW0609;SPC CA 6     -   678,310.    2,073,130.      MT  (+/- 180 meters Scaled)
 DW0609
 DW0609                          SUPERSEDED SURVEY CONTROL
 DW0609
 DW0609  NGVD 29 (??/??/??)  344.441  (m)         1130.05   (f) ADJUSTED    1 2
 DW0609
 DW0609.Superseded values are not recommended for survey control.
 DW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0609.See file dsdata.txt to determine how the superseded data were derived.
 DW0609
 DW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT425379(NAD 83)
 DW0609_MARKER: DD = SURVEY DISK
 DW0609_SETTING: 80 = SET IN A BOULDER
 DW0609_SP_SET: BOULDER
 DW0609_STAMPING: 3 Q 1931
 DW0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0609+STABILITY: SURFACE MOTION
 DW0609
 DW0609  HISTORY     - Date     Condition        Report By
 DW0609  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0609  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0609
 DW0609                          STATION DESCRIPTION
 DW0609
 DW0609'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0609'5 MI NW FROM DESERT CENTER.
 DW0609'ABOUT 5 MILES NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0609'ABOUT 600 FEET SOUTHWEST OF PRELIMINARY LOCATION SURVEY STATION
 DW0609'5287+70, ON THE NORTH SIDE OF A FLAT ALLUVIAL FAN, AND IN A
 DW0609'LARGE SUNKEN BOULDER.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0609'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0609'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0609'ARM AND A RED FLAG.
 DW0609
 DW0609                          STATION RECOVERY (1976)
 DW0609
 DW0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0609'SEARCHED FOR BUT NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2180 ***********************************************************************
 DX2180  DESIGNATION -  3 R 76 71
 DX2180  PID         -  DX2180
 DX2180  STATE/COUNTY-  CA/ORANGE
 DX2180  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX2180
 DX2180                         *CURRENT SURVEY CONTROL
 DX2180  ___________________________________________________________________
 DX2180* NAD 83(1986)-  33 52 28.     (N)    117 43 02.     (W)     SCALED    
 DX2180* NAVD 88     -       113.267  (meters)     371.61   (feet)  READJUSTED
 DX2180  ___________________________________________________________________
 DX2180  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DX2180  DYNAMIC HT  -         113.140 (meters)     371.19  (feet)  COMP
 DX2180  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DX2180
 DX2180  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2180
 DX2180.The horizontal coordinates were scaled from a topographic map and have
 DX2180.an estimated accuracy of +/- 6 seconds.
 DX2180
 DX2180.The orthometric height was determined by differential leveling
 DX2180.and adjusted in February 1993.
 DX2180.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2180.distribution rate of 0.0 thru 1.0 mm/km.
 DX2180.The height was derived from older observations constrained to new
 DX2180.heights in a crustal motion area.  The height is approximate in
 DX2180.relation to other heights in its vicinity.
 DX2180
 DX2180.The geoid height was determined by GEOID03.
 DX2180
 DX2180.The dynamic height is computed by dividing the NAVD 88
 DX2180.geopotential number by the normal gravity value computed on the
 DX2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2180.degrees latitude (g = 980.6199 gals.).
 DX2180
 DX2180.The modeled gravity was interpolated from observed gravity values.
 DX2180
 DX2180;                    North         East    Units  Estimated Accuracy
 DX2180;SPC CA 6     -   690,360.    1,864,260.      MT  (+/- 180 meters Scaled)
 DX2180
 DX2180                          SUPERSEDED SURVEY CONTROL
 DX2180
 DX2180  NGVD 29 (??/??/92)  112.514  (m)          369.14   (f) ADJ UNCH    1 1
 DX2180
 DX2180.Superseded values are not recommended for survey control.
 DX2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2180.See file dsdata.txt to determine how the superseded data were derived.
 DX2180
 DX2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT336484(NAD 83)
 DX2180_MARKER: DB = BENCH MARK DISK
 DX2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2180_SP_SET: CONCRETE POST
 DX2180_STAMPING: 3R-76-71
 DX2180
 DX2180  HISTORY     - Date     Condition        Report By
 DX2180  HISTORY     - UNK      MONUMENTED       CA-059
 DX2180  HISTORY     - 1977     GOOD             NGS
 DX2180  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2180
 DX2180                          STATION DESCRIPTION
 DX2180
 DX2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX2180'5.25 MI EAST FROM ANAHEIM.
 DX2180'3.0 MILES EAST ALONG ESPERANZA ROAD FROM ITS INTERSECTION WITH
 DX2180'IMPERIAL HIGHWAY TO ITS CROSSING OF THE ATCHISON, TOPEKA, AND SANTA
 DX2180'FE RAILROAD, THENCE 2.15 MILES EAST ALONG PRIVATE ROAD TO A DIRT ROAD
 DX2180'ON THE RIGHT, THENCE 200 FT. SOUTHEASTERLY TO ANOTHER DIRT ROAD,
 DX2180'THENCE 0.1 MILE EAST TO A ROW OF EUCALYPTUS TREES, IN LINE WITH THE
 DX2180'EUCALYPTUS TREES, 48 FT. SOUTH OF DIRT ROAD GOING EAST, 57 PACES
 DX2180'SOUTH OF ASPHALT ROAD NEAR RAILROAD, 12 FT. WEST OF THE ROAD SOUTH,
 DX2180'15 FT. EAST OF A 6-FT. HIGH CONCRETE IRRIGATION STAND PIPE, WITNESSED
 DX2180'BY STEEL POSTS 2 FT. EAST AND 2 FT. WEST.
 DX2180
 DX2180                          STATION RECOVERY (1988)
 DX2180
 DX2180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2180'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0608 ***********************************************************************
 DW0608  DESIGNATION -  3 R MWDSC
 DW0608  PID         -  DW0608
 DW0608  STATE/COUNTY-  CA/RIVERSIDE
 DW0608  USGS QUAD   -  VICTORY PASS (1987)
 DW0608
 DW0608                         *CURRENT SURVEY CONTROL
 DW0608  ___________________________________________________________________
 DW0608* NAD 83(1986)-  33 46 39.     (N)    115 27 11.     (W)     SCALED    
 DW0608* NAVD 88     -       330.272  (meters)    1083.57   (feet)  ADJUSTED  
 DW0608  ___________________________________________________________________
 DW0608  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DW0608  DYNAMIC HT  -         329.902 (meters)    1082.35  (feet)  COMP
 DW0608  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DW0608
 DW0608  VERT ORDER  -  FIRST     CLASS I
 DW0608
 DW0608.The horizontal coordinates were scaled from a topographic map and have
 DW0608.an estimated accuracy of +/- 6 seconds.
 DW0608
 DW0608.The orthometric height was determined by differential leveling
 DW0608.and adjusted in June 1991.
 DW0608
 DW0608.The geoid height was determined by GEOID03.
 DW0608
 DW0608.The dynamic height is computed by dividing the NAVD 88
 DW0608.geopotential number by the normal gravity value computed on the
 DW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0608.degrees latitude (g = 980.6199 gals.).
 DW0608
 DW0608.The modeled gravity was interpolated from observed gravity values.
 DW0608
 DW0608;                    North         East    Units  Estimated Accuracy
 DW0608;SPC CA 6     -   678,930.    2,073,820.      MT  (+/- 180 meters Scaled)
 DW0608
 DW0608                          SUPERSEDED SURVEY CONTROL
 DW0608
 DW0608  NGVD 29 (??/??/92)  329.578  (m)         1081.29   (f) ADJ UNCH    1 1
 DW0608
 DW0608.Superseded values are not recommended for survey control.
 DW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0608.See file dsdata.txt to determine how the superseded data were derived.
 DW0608
 DW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT432385(NAD 83)
 DW0608_MARKER: DD = SURVEY DISK
 DW0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0608_STAMPING: 3 R 1931
 DW0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0608+STABILITY: SURFACE MOTION
 DW0608
 DW0608  HISTORY     - Date     Condition        Report By
 DW0608  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0608  HISTORY     - 1976     POOR             NGS
 DW0608  HISTORY     - 1978     GOOD             NGS
 DW0608
 DW0608                          STATION DESCRIPTION
 DW0608
 DW0608'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0608'5.2 MI NW FROM DESERT CENTER.
 DW0608'ABOUT 5-1/4 MILES NORTHWEST OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0608'AT THE WEST BASE OF THE FIRST LARGE HILL NORTH OF DESERT CENTER,
 DW0608'ABOUT 800 FEET NORTHEAST OF PRELIMINARY ALTERNATIVE LOCATION
 DW0608'SURVEY STATION 5323+08, AND SURROUNDED BY A FENCE.  A
 DW0608'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0608'DISK, SET IN CONCRETE.  NOTE-- THE FENCE SURROUNDING THE BENCH
 DW0608'MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH
 DW0608'POLE AND FLAG PLACED AT ONE CORNER.
 DW0608
 DW0608                          STATION RECOVERY (1976)
 DW0608
 DW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0608'2.05 MILES SOUTHWEST ALONG EAGLE MOUNTAIN ROAD FROM THE EAGLE MOUNTAIN
 DW0608'PUMPING STATION AT EAGLE MOUNTAIN, AT THE JUNCTION OF A TELEPHONE LINE
 DW0608'AND SERVICE ROAD CROSSING, 0.2 MILES NORTH OF A MINING RAILROAD
 DW0608'CROSSING OF EAGLE MOUNTAIN ROAD, SET IN THE NORTHWEST SLOPE OF A ROCK
 DW0608'HILL, 49.3 FT. SOUTHEAST OF A TELEPHONE POLE WITH GUY WIRE, 147 FT.
 DW0608'EAST OF THE CENTER OF EAGLE MOUNTAIN ROAD, 74.5 FT. EAST OF THE
 DW0608'TELEPHONE LINE SERVICE ROAD.
 DW0608
 DW0608                          STATION RECOVERY (1978)
 DW0608
 DW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DW0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9128 ***********************************************************************
 AH9128  DESIGNATION -  3 RESET
 AH9128  PID         -  AH9128
 AH9128  STATE/COUNTY-  CA/RIVERSIDE
 AH9128  USGS QUAD   -  INDIO (1972)
 AH9128
 AH9128                         *CURRENT SURVEY CONTROL
 AH9128  ___________________________________________________________________
 AH9128* NAD 83(1986)-  33 43 11.     (N)    116 12 55.     (W)     SCALED    
 AH9128* NAVD 88     -        -3.590  (meters)     -11.78   (feet)  ADJUSTED  
 AH9128  ___________________________________________________________________
 AH9128  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH9128  DYNAMIC HT  -          -3.586 (meters)     -11.77  (feet)  COMP
 AH9128  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 AH9128
 AH9128  VERT ORDER  -  FIRST     CLASS II
 AH9128
 AH9128.The horizontal coordinates were scaled from a topographic map and have
 AH9128.an estimated accuracy of +/- 6 seconds.
 AH9128
 AH9128.The orthometric height was determined by differential leveling
 AH9128.and adjusted in July 2002.
 AH9128
 AH9128.The geoid height was determined by GEOID03.
 AH9128
 AH9128.The dynamic height is computed by dividing the NAVD 88
 AH9128.geopotential number by the normal gravity value computed on the
 AH9128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9128.degrees latitude (g = 980.6199 gals.).
 AH9128
 AH9128.The modeled gravity was interpolated from observed gravity values.
 AH9128
 AH9128;                    North         East    Units  Estimated Accuracy
 AH9128;SPC CA 6     -   672,240.    2,003,220.      MT  (+/- 180 meters Scaled)
 AH9128
 AH9128                          SUPERSEDED SURVEY CONTROL
 AH9128
 AH9128.No superseded survey control is available for this station.
 AH9128
 AH9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT727313(NAD 83)
 AH9128_MARKER: DD = SURVEY DISK
 AH9128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9128_STAMPING: 3 RESET 1997
 AH9128_MARK LOGO: CADH  
 AH9128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9128+STABILITY: SURFACE MOTION
 AH9128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9128+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 AH9128
 AH9128  HISTORY     - Date     Condition        Report By
 AH9128  HISTORY     - 1997     MONUMENTED       CADT
 AH9128  HISTORY     - 19990319 GOOD             NGS
 AH9128
 AH9128                          STATION DESCRIPTION
 AH9128
 AH9128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9128'1.0 KM (0.60 MI) NORTHERLY ALONG INDIO AVENUE FROM THE JUNCTION OF
 AH9128'STATE HIGHWAY 111 IN INDIO, IN THE MEDIAN OF THE AVENUE, 83.2 M (273.0
 AH9128'FT) SOUTHEAST OF THE OVERHEAD CROSSING OF JACKSON STREET, 34.2 M
 AH9128'(112.2 FT) SOUTHEAST OF BENCH MARK 2, 24.0 M (78.7 FT) NORTHWEST OF
 AH9128'THE SOUTHEAST END OF THE MEDIAN, 3.8 M (12.5 FT) SOUTHWEST OF THE
 AH9128'NORTHEAST CURB OF THE MEDIAN, 1.0 M (3.3 FT) NORTHEAST OF THE
 AH9128'SOUTHWEST CURB OF THE MEDIAN, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AH9128'AVENUE, AND THE MONUMENT IS FLUSH WITH THE MEDIAN.  NOTE--THE MONUMENT
 AH9128'IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8675 ***********************************************************************
 AB8675  DESIGNATION -  3 S 23 70 RESET
 AB8675  PID         -  AB8675
 AB8675  STATE/COUNTY-  CA/ORANGE
 AB8675  USGS QUAD   -  TUSTIN (1981)
 AB8675
 AB8675                         *CURRENT SURVEY CONTROL
 AB8675  ___________________________________________________________________
 AB8675* NAD 83(1986)-  33 38 15.     (N)    117 51 49.     (W)     SCALED    
 AB8675* NAVD 88     -        36.428  (meters)     119.51   (feet)  ADJUSTED  
 AB8675  ___________________________________________________________________
 AB8675  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AB8675  DYNAMIC HT  -          36.390 (meters)     119.39  (feet)  COMP
 AB8675  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 AB8675
 AB8675  VERT ORDER  -  FIRST     CLASS II
 AB8675
 AB8675.The horizontal coordinates were scaled from a topographic map and have
 AB8675.an estimated accuracy of +/- 6 seconds.
 AB8675
 AB8675.The orthometric height was determined by differential leveling
 AB8675.and adjusted in February 1997.
 AB8675
 AB8675.The geoid height was determined by GEOID03.
 AB8675
 AB8675.The dynamic height is computed by dividing the NAVD 88
 AB8675.geopotential number by the normal gravity value computed on the
 AB8675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8675.degrees latitude (g = 980.6199 gals.).
 AB8675
 AB8675.The modeled gravity was interpolated from observed gravity values.
 AB8675
 AB8675;                    North         East    Units  Estimated Accuracy
 AB8675;SPC CA 6     -   664,280.    1,850,310.      MT  (+/- 180 meters Scaled)
 AB8675
 AB8675                          SUPERSEDED SURVEY CONTROL
 AB8675
 AB8675.No superseded survey control is available for this station.
 AB8675
 AB8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT199222(NAD 83)
 AB8675_MARKER: DD = SURVEY DISK
 AB8675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8675_SP_SET: CATCH BASIN
 AB8675_STAMPING: 3S 23 70 RESET AUG 1986
 AB8675_MARK LOGO: CA-059
 AB8675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8675+STABILITY: SURFACE MOTION
 AB8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8675+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 AB8675
 AB8675  HISTORY     - Date     Condition        Report By
 AB8675  HISTORY     - 1986     MONUMENTED       CA-059
 AB8675  HISTORY     - 19940818 GOOD             MWDSC
 AB8675
 AB8675                          STATION DESCRIPTION
 AB8675
 AB8675'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8675'NEWPORT BEACH, NEAR INTERSECTION OF MAC ARTHUR BLVD AND BISON AVENUE,
 AB8675'ON SOUTHERLY SIDE OF BISON AVENUE, 181 FEET (55.2 M) WEST OF
 AB8675'CENTERLINE OF MAC ARTHUR BLVD, 53 FEET (16.2 M) SOUTH OF CENTERLINE OF
 AB8675'BISON AVENUE, FLUSH IN TOP OF NORTHWEST CORNER OF 4 FEET (1.2 M) BY 4
 AB8675'FEET (1.2 M) CONCRETE CATCH BASIN, A 4 INCH ORANGE COUNTY SURVEYOR
 AB8675'ALUMINUM DISK STAMPED 3S 23 70 RESET AUG 1986.  NEAR OCF STA 1990+00
 AB8675'REFERENCE MWD FB 2011 03 094.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3511 ***********************************************************************
 DX3511  DESIGNATION -  3 S 28 70
 DX3511  PID         -  DX3511
 DX3511  STATE/COUNTY-  CA/ORANGE
 DX3511  USGS QUAD   -  TUSTIN (1981)
 DX3511
 DX3511                         *CURRENT SURVEY CONTROL
 DX3511  ___________________________________________________________________
 DX3511* NAD 83(1986)-  33 40 04.     (N)    117 52 11.     (W)     SCALED    
 DX3511* NAVD 88     -        15.010  (meters)      49.25   (feet)  READJUSTED
 DX3511  ___________________________________________________________________
 DX3511  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DX3511  DYNAMIC HT  -          14.990 (meters)      49.18  (feet)  COMP
 DX3511  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DX3511
 DX3511  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX3511
 DX3511.The horizontal coordinates were scaled from a topographic map and have
 DX3511.an estimated accuracy of +/- 6 seconds.
 DX3511
 DX3511.The orthometric height was determined by differential leveling
 DX3511.and adjusted in February 1993.
 DX3511.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX3511.distribution rate of 1.1 thru 2.0 mm/km.
 DX3511.The height was derived from older observations constrained to new
 DX3511.heights in a crustal motion area.  The height is approximate in
 DX3511.relation to other heights in its vicinity.
 DX3511
 DX3511.The geoid height was determined by GEOID03.
 DX3511
 DX3511.The dynamic height is computed by dividing the NAVD 88
 DX3511.geopotential number by the normal gravity value computed on the
 DX3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3511.degrees latitude (g = 980.6199 gals.).
 DX3511
 DX3511.The modeled gravity was interpolated from observed gravity values.
 DX3511
 DX3511;                    North         East    Units  Estimated Accuracy
 DX3511;SPC CA 6     -   667,650.    1,849,790.      MT  (+/- 180 meters Scaled)
 DX3511
 DX3511                          SUPERSEDED SURVEY CONTROL
 DX3511
 DX3511  NGVD 29 (??/??/92)   14.290  (m)           46.88   (f) ADJ UNCH    1 1
 DX3511
 DX3511.Superseded values are not recommended for survey control.
 DX3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3511.See file dsdata.txt to determine how the superseded data were derived.
 DX3511
 DX3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT193256(NAD 83)
 DX3511_MARKER: DD = SURVEY DISK
 DX3511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3511_SP_SET: CATCH BASIN
 DX3511_STAMPING: 3S-28-70
 DX3511_MARK LOGO: CA-059
 DX3511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3511
 DX3511  HISTORY     - Date     Condition        Report By
 DX3511  HISTORY     - 1970     MONUMENTED       CA-059
 DX3511  HISTORY     - 1977     GOOD             NGS
 DX3511  HISTORY     - 1988     GOOD             NGS
 DX3511
 DX3511                          STATION DESCRIPTION
 DX3511
 DX3511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3511'4.1 MI NE FROM COSTA MESA.
 DX3511'2.2 MILES NORTHEAST ALONG NEWPORT BOULEVARD FROM THE ELEMENTARY
 DX3511'SCHOOL, THENCE 0.4 MILE NORTHEAST ALONG FRONTAGE ROAD TO BRISTOL
 DX3511'STREET, THENCE 1.0 MILE SOUTHEAST ALONG BRISTOL STREET, THENCE 0.5
 DX3511'MILE NORTHEAST ALONG CAMPUS DRIVE TO DOVE STREET, ACROSS AN AIRPORT
 DX3511'STREET IN FRONT OF ORANGE COUNTY FIRE STATION 27, 63.0 FT. NORTHEAST
 DX3511'OF THE CENTER LINE PROLONGATION OF DOVE STREET, 33.5 FT. NORTHWEST OF
 DX3511'THE CENTER LINE OF CAMPUS DRIVE, SET IN THE NORTHEAST CORNER OF A
 DX3511'4-FT. CATCH BASIN.
 DX3511
 DX3511                          STATION RECOVERY (1988)
 DX3511
 DX3511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3511'RECOVERED IN GOOD CONDITION.  EXCEPT ADD-- 10.6 M (34.8 FT) NORTHEAST
 DX3511'OF THE NORTHEAST END OF A CHAIN LINK FENCE AND GATE FOR A FIRE EXIT.
 DX3511'NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3510 ***********************************************************************
 DX3510  DESIGNATION -  3 S 35 77
 DX3510  PID         -  DX3510
 DX3510  STATE/COUNTY-  CA/ORANGE
 DX3510  USGS QUAD   -  TUSTIN (1981)
 DX3510
 DX3510                         *CURRENT SURVEY CONTROL
 DX3510  ___________________________________________________________________
 DX3510* NAD 83(1986)-  33 40 34.     (N)    117 51 43.     (W)     SCALED    
 DX3510* NAVD 88     -        13.256  (meters)      43.49   (feet)  READJUSTED
 DX3510  ___________________________________________________________________
 DX3510  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX3510  DYNAMIC HT  -          13.240 (meters)      43.44  (feet)  COMP
 DX3510  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 DX3510
 DX3510  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX3510
 DX3510.This mark is at John Wayne Airport/orange Co  (SNA)
 DX3510
 DX3510.The horizontal coordinates were scaled from a topographic map and have
 DX3510.an estimated accuracy of +/- 6 seconds.
 DX3510
 DX3510.The orthometric height was determined by differential leveling
 DX3510.and adjusted in February 1993.
 DX3510.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX3510.distribution rate of 1.1 thru 2.0 mm/km.
 DX3510.The height was derived from older observations constrained to new
 DX3510.heights in a crustal motion area.  The height is approximate in
 DX3510.relation to other heights in its vicinity.
 DX3510
 DX3510.The geoid height was determined by GEOID03.
 DX3510
 DX3510.The dynamic height is computed by dividing the NAVD 88
 DX3510.geopotential number by the normal gravity value computed on the
 DX3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3510.degrees latitude (g = 980.6199 gals.).
 DX3510
 DX3510.The modeled gravity was interpolated from observed gravity values.
 DX3510
 DX3510;                    North         East    Units  Estimated Accuracy
 DX3510;SPC CA 6     -   668,560.    1,850,530.      MT  (+/- 180 meters Scaled)
 DX3510
 DX3510                          SUPERSEDED SURVEY CONTROL
 DX3510
 DX3510  NGVD 29 (??/??/92)   12.536  (m)           41.13   (f) ADJ UNCH    1 1
 DX3510
 DX3510.Superseded values are not recommended for survey control.
 DX3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3510.See file dsdata.txt to determine how the superseded data were derived.
 DX3510
 DX3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT200265(NAD 83)
 DX3510_MARKER: DD = SURVEY DISK
 DX3510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3510_SP_SET: CATCH BASIN
 DX3510_STAMPING: 3S-35-77
 DX3510_MARK LOGO: CA-059
 DX3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3510
 DX3510  HISTORY     - Date     Condition        Report By
 DX3510  HISTORY     - 1977     MONUMENTED       CA-059
 DX3510  HISTORY     - 1977     GOOD             NGS
 DX3510  HISTORY     - 1988     GOOD             NGS
 DX3510  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX3510
 DX3510                          STATION DESCRIPTION
 DX3510
 DX3510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3510'ORANGE COUNTY AIRPORT.
 DX3510'AT THE ORANGE COUNTY AIRPORT, AT THE MISSION BEECHCRAFT BUILDING
 DX3510'WHICH IS ALSO THE AIRPORT ADMINISTRATION BUILDING, 64.2 FT. SOUTHEAST
 DX3510'OF THE NORTHEAST CORNER OF THE WALKWAY OF THE BUILDING, 26.0 FT.
 DX3510'NORTHWEST OF THE CENTER LINE OF AIRPORT WAY, 52.5 FT. SOUTHWEST OF
 DX3510'THE CENTER LINE OF THE ENTRANCE ROAD TO MISSION BEECHCRAFT BUILDING,
 DX3510'4.3 FT. SOUTH OF A LIGHT POLE, SET IN THE NORTHEAST CORNER OF A 4 BY
 DX3510'22-FT. CATCH BASIN, 0.4 FT. FROM THE CURB.
 DX3510
 DX3510                          STATION RECOVERY (1988)
 DX3510
 DX3510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3510'RECOVERED IN GOOD CONDITION.  EXCEPT ADD-- 68.6 M (225.1 FT)
 DX3510'NORTHEAST OF THE NORTHEAST DIVERGENCE OF THE LANES OF AIRPORT WAY
 DX3510'WHICH LEADS AROUND THE TERMINAL PARKING AREA.  NOT LEVELED THIS
 DX3510'SURVEY.
 DX3510
 DX3510                          STATION RECOVERY (2002)
 DX3510
 DX3510'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3509 ***********************************************************************
 DX3509  DESIGNATION -  3 S 36 77
 DX3509  PID         -  DX3509
 DX3509  STATE/COUNTY-  CA/ORANGE
 DX3509  USGS QUAD   -  TUSTIN (1981)
 DX3509
 DX3509                         *CURRENT SURVEY CONTROL
 DX3509  ___________________________________________________________________
 DX3509* NAD 83(1986)-  33 40 42.     (N)    117 51 38.     (W)     SCALED    
 DX3509* NAVD 88     -        11.402  (meters)      37.41   (feet)  READJUSTED
 DX3509  ___________________________________________________________________
 DX3509  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX3509  DYNAMIC HT  -          11.390 (meters)      37.37  (feet)  COMP
 DX3509  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DX3509
 DX3509  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX3509
 DX3509.The horizontal coordinates were scaled from a topographic map and have
 DX3509.an estimated accuracy of +/- 6 seconds.
 DX3509
 DX3509.The orthometric height was determined by differential leveling
 DX3509.and adjusted in February 1993.
 DX3509.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX3509.distribution rate of 1.1 thru 2.0 mm/km.
 DX3509.The height was derived from older observations constrained to new
 DX3509.heights in a crustal motion area.  The height is approximate in
 DX3509.relation to other heights in its vicinity.
 DX3509
 DX3509.The geoid height was determined by GEOID03.
 DX3509
 DX3509.The dynamic height is computed by dividing the NAVD 88
 DX3509.geopotential number by the normal gravity value computed on the
 DX3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3509.degrees latitude (g = 980.6199 gals.).
 DX3509
 DX3509.The modeled gravity was interpolated from observed gravity values.
 DX3509
 DX3509;                    North         East    Units  Estimated Accuracy
 DX3509;SPC CA 6     -   668,800.    1,850,660.      MT  (+/- 180 meters Scaled)
 DX3509
 DX3509                          SUPERSEDED SURVEY CONTROL
 DX3509
 DX3509  NGVD 29 (??/??/92)   10.683  (m)           35.05   (f) ADJ UNCH    1 1
 DX3509
 DX3509.Superseded values are not recommended for survey control.
 DX3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3509.See file dsdata.txt to determine how the superseded data were derived.
 DX3509
 DX3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT202268(NAD 83)
 DX3509_MARKER: DD = SURVEY DISK
 DX3509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3509_SP_SET: CATCH BASIN
 DX3509_STAMPING: 3S-36-77
 DX3509_MARK LOGO: CA-059
 DX3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3509
 DX3509  HISTORY     - Date     Condition        Report By
 DX3509  HISTORY     - 1977     MONUMENTED       CA-059
 DX3509  HISTORY     - 1977     GOOD             NGS
 DX3509  HISTORY     - 1988     GOOD             NGS
 DX3509  HISTORY     - 20020302 MARK NOT FOUND   USPSQD
 DX3509
 DX3509                          STATION DESCRIPTION
 DX3509
 DX3509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3509'0.25 MI NE FROM ORANGE COUNTY AIRPORT.
 DX3509'0.25 MILE NORTHEAST ALONG AIRPORT WAY FROM THE MISSION BEECHCRAFT
 DX3509'BUILDING, 27.3 FT. NORTHWEST OF THE CENTER LINE OF THE STREET, 52.2
 DX3509'FT. SOUTHWEST OF A FIRE HYDRANT, 93.3 FT. NORTHEAST OF LAMP POST
 DX3509'NUMBER 37, SET IN THE NORTHEAST CORNER OF A 4 BY 22 FT. CATCH BASIN,
 DX3509'4 FT. SOUTHEAST OF A SHORT RETAINING WALL, 0.4 FT. NORTHEAST OF THE
 DX3509'CURB.
 DX3509
 DX3509                          STATION RECOVERY (1988)
 DX3509
 DX3509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3509'RECOVERED IN GOOD CONDITION.  THE 1977 DESCRIPTION IN L24301-16 IS
 DX3509'ADEQUATE.  NOT LEVELED THIS SURVEY.
 DX3509
 DX3509                          STATION RECOVERY (2002)
 DX3509
 DX3509'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DX3509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8676 ***********************************************************************
 AB8676  DESIGNATION -  3 S 41 91
 AB8676  PID         -  AB8676
 AB8676  STATE/COUNTY-  CA/ORANGE
 AB8676  USGS QUAD   -  TUSTIN (1981)
 AB8676
 AB8676                         *CURRENT SURVEY CONTROL
 AB8676  ___________________________________________________________________
 AB8676* NAD 83(1986)-  33 37 48.     (N)    117 51 50.     (W)     SCALED    
 AB8676* NAVD 88     -        62.039  (meters)     203.54   (feet)  ADJUSTED  
 AB8676  ___________________________________________________________________
 AB8676  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AB8676  DYNAMIC HT  -          61.974 (meters)     203.33  (feet)  COMP
 AB8676  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 AB8676
 AB8676  VERT ORDER  -  FIRST     CLASS II
 AB8676
 AB8676.The horizontal coordinates were scaled from a topographic map and have
 AB8676.an estimated accuracy of +/- 6 seconds.
 AB8676
 AB8676.The orthometric height was determined by differential leveling
 AB8676.and adjusted in February 1997.
 AB8676
 AB8676.The geoid height was determined by GEOID03.
 AB8676
 AB8676.The dynamic height is computed by dividing the NAVD 88
 AB8676.geopotential number by the normal gravity value computed on the
 AB8676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8676.degrees latitude (g = 980.6199 gals.).
 AB8676
 AB8676.The modeled gravity was interpolated from observed gravity values.
 AB8676
 AB8676;                    North         East    Units  Estimated Accuracy
 AB8676;SPC CA 6     -   663,450.    1,850,270.      MT  (+/- 180 meters Scaled)
 AB8676
 AB8676                          SUPERSEDED SURVEY CONTROL
 AB8676
 AB8676.No superseded survey control is available for this station.
 AB8676
 AB8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT198214(NAD 83)
 AB8676_MARKER: DD = SURVEY DISK
 AB8676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8676_SP_SET: CATCH BASIN
 AB8676_STAMPING: 3S 41 91
 AB8676_MARK LOGO: CA-059
 AB8676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8676+STABILITY: SURFACE MOTION
 AB8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8676+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 AB8676
 AB8676  HISTORY     - Date     Condition        Report By
 AB8676  HISTORY     - 1991     MONUMENTED       CA-059
 AB8676  HISTORY     - 19940818 GOOD             MWDSC
 AB8676
 AB8676                          STATION DESCRIPTION
 AB8676
 AB8676'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8676'NEWPORT BEACH, NEAR NORTHWEST CORNER OF INTERSECTION OF MAC ARTHUR
 AB8676'BLVD AND FORD ROAD, 460 FEET (140.2 M) NORTH OF CENTERLINE OF FORD
 AB8676'ROAD, 62 FEET (18.9 M) WEST OF CENTERLINE OF MAC ARTHUR BLVD, FLUSH IN
 AB8676'TOP OF SOUTHEAST CORNER OF 8 FEET (2.4 M) BY 4 FEET (1.2 M) CONCRETE
 AB8676'CATCH BASIN, A 4 INCH ORANGE COUNTY SURVEYOR ALUMINUM DISK STAMPED 3S
 AB8676'41 91.  NEAR OCF STA 2017+00 REF FB 2011 01
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0607 ***********************************************************************
 DW0607  DESIGNATION -  3 S MWDSC
 DW0607  PID         -  DW0607
 DW0607  STATE/COUNTY-  CA/RIVERSIDE
 DW0607  USGS QUAD   -  VICTORY PASS (1987)
 DW0607
 DW0607                         *CURRENT SURVEY CONTROL
 DW0607  ___________________________________________________________________
 DW0607* NAD 83(1986)-  33 46 54.     (N)    115 26 08.     (W)     SCALED    
 DW0607* NAVD 88     -       272.54   (+/-2cm)     894.2    (feet)  VERTCON   
 DW0607  ___________________________________________________________________
 DW0607  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DW0607  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0607
 DW0607.The horizontal coordinates were scaled from a topographic map and have
 DW0607.an estimated accuracy of +/- 6 seconds.
 DW0607
 DW0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0607.The vertical order pertains to the NGVD 29 superseded value.
 DW0607
 DW0607.The geoid height was determined by GEOID03.
 DW0607
 DW0607;                    North         East    Units  Estimated Accuracy
 DW0607;SPC CA 6     -   679,410.    2,075,430.      MT  (+/- 180 meters Scaled)
 DW0607
 DW0607                          SUPERSEDED SURVEY CONTROL
 DW0607
 DW0607  NGVD 29 (??/??/??)  271.854  (m)          891.91   (f) ADJUSTED    1 2
 DW0607
 DW0607.Superseded values are not recommended for survey control.
 DW0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0607.See file dsdata.txt to determine how the superseded data were derived.
 DW0607
 DW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT448390(NAD 83)
 DW0607_MARKER: DD = SURVEY DISK
 DW0607_SETTING: 66 = SET IN ROCK OUTCROP
 DW0607_SP_SET: BEDROCK
 DW0607_STAMPING: 3 S 1931
 DW0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0607+STABILITY: POSITION/ELEVATION WELL
 DW0607
 DW0607  HISTORY     - Date     Condition        Report By
 DW0607  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0607  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0607
 DW0607                          STATION DESCRIPTION
 DW0607
 DW0607'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0607'5 MI NNW FROM DESERT CENTER.
 DW0607'ABOUT 5 MILES NORTH-NORTHWEST OF DESERT CENTER, RIVERSIDE
 DW0607'COUNTY, AT THE NORTH BASE OF THE FIRST LARGE HILL NORTH OF
 DW0607'DESERT CENTER, ABOUT 600 FEET WEST OF THE FOOT OF PRELIMINARY
 DW0607'ALTERNATIVE LOCATION SURVEY PUMP LIFT AT STATION 5246+00, ON A
 DW0607'POINT OF A STEEP BLACK RIDGE, ABOUT 15 FEET ABOVE THE BOTTOM OF A
 DW0607'WASH, AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0607'CALIFORNIA STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE
 DW0607'REFERRED TO IS A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS
 DW0607'ARM AND A RED FLAG.
 DW0607
 DW0607                          STATION RECOVERY (1976)
 DW0607
 DW0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0607'SEARCHED FOR BUT NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1280 ***********************************************************************
 KT1280  DESIGNATION -  3 S USGS
 KT1280  PID         -  KT1280
 KT1280  STATE/COUNTY-  CA/MENDOCINO
 KT1280  USGS QUAD   -  WILLITS (1991)
 KT1280
 KT1280                         *CURRENT SURVEY CONTROL
 KT1280  ___________________________________________________________________
 KT1280* NAD 83(1986)-  39 25 41.     (N)    123 18 43.     (W)     SCALED    
 KT1280* NAVD 88     -       417.64   (+/-2cm)    1370.2    (feet)  VERTCON   
 KT1280  ___________________________________________________________________
 KT1280  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 KT1280  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1280
 KT1280.The horizontal coordinates were scaled from a topographic map and have
 KT1280.an estimated accuracy of +/- 6 seconds.
 KT1280
 KT1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1280.The vertical order pertains to the NGVD 29 superseded value.
 KT1280
 KT1280.The geoid height was determined by GEOID03.
 KT1280
 KT1280;                    North         East    Units  Estimated Accuracy
 KT1280;SPC CA 2     -   696,340.    1,887,050.      MT  (+/- 180 meters Scaled)
 KT1280
 KT1280                          SUPERSEDED SURVEY CONTROL
 KT1280
 KT1280  NGVD 29 (??/??/92)  416.720  (m)         1367.19   (f) ADJ UNCH    1 2
 KT1280
 KT1280.Superseded values are not recommended for survey control.
 KT1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1280.See file dsdata.txt to determine how the superseded data were derived.
 KT1280
 KT1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ731643(NAD 83)
 KT1280_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT1280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT1280_STAMPING: NO 3 S 1924
 KT1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1280
 KT1280  HISTORY     - Date     Condition        Report By
 KT1280  HISTORY     - 1924     MONUMENTED       USGS
 KT1280  HISTORY     - 1965     GOOD             NGS
 KT1280
 KT1280                          STATION DESCRIPTION
 KT1280
 KT1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1280'3 MI E FROM WILLITS.
 KT1280'2.95 MILES EAST ALONG HEARST ROAD FROM THE NORTHWESTERN PACIFIC
 KT1280'RAILROAD STATION AT WILLITS, AT THE INTERSECTION OF CYN ROAD,
 KT1280'27 FEET EAST OF THE CENTER LINE OF HEARST ROAD, 39 FEET NORTH
 KT1280'OF THE CENTER LINE OF CYN ROAD, 1.2 FEET WEST OF A FENCE, 0.7
 KT1280'FOOT WEST OF A WITNESS POST, AND ON THE TOP OF A 3-INCH IRON
 KT1280'PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH
 KT1280'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6574 ***********************************************************************
 DH6574  DESIGNATION -  3 SIS 16.30
 DH6574  PID         -  DH6574
 DH6574  STATE/COUNTY-  CA/SISKIYOU
 DH6574  USGS QUAD   -  MC CONAUGHY GULCH (1986)
 DH6574
 DH6574                         *CURRENT SURVEY CONTROL
 DH6574  ___________________________________________________________________
 DH6574* NAD 83(2007)-  41 24 21.98251(N)    122 51 03.14911(W)     ADJUSTED  
 DH6574* NAVD 88     -       868.6    (meters)    2850.     (feet)  GPS OBS   
 DH6574  ___________________________________________________________________
 DH6574  EPOCH DATE  -        2007.00
 DH6574  X           -  -2,599,178.225 (meters)                     COMP
 DH6574  Y           -  -4,025,281.199 (meters)                     COMP
 DH6574  Z           -   4,196,915.038 (meters)                     COMP
 DH6574  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DH6574  ELLIP HEIGHT-         844.607 (meters)          (02/10/07) ADJUSTED
 DH6574  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 DH6574
 DH6574  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6574  Type    PID    Designation                      North   East  Ellip
 DH6574  -------------------------------------------------------------------
 DH6574  NETWORK DH6574 3 SIS 16.30                       2.18   1.69   3.39
 DH6574  -------------------------------------------------------------------
 DH6574
 DH6574.The horizontal coordinates were established by GPS observations
 DH6574.and adjusted by the National Geodetic Survey in February 2007.
 DH6574
 DH6574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6574.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6574.The horizontal coordinates are valid at the epoch date displayed above.
 DH6574.The epoch date for horizontal control is a decimal equivalence
 DH6574.of Year/Month/Day.
 DH6574
 DH6574.The orthometric height was determined by GPS observations and a
 DH6574.high-resolution geoid model.
 DH6574
 DH6574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6574
 DH6574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6574
 DH6574.The ellipsoidal height was determined by GPS observations
 DH6574.and is referenced to NAD 83.
 DH6574
 DH6574.The geoid height was determined by GEOID03.
 DH6574
 DH6574;                    North         East     Units Scale Factor Converg.
 DH6574;SPC CA 1     -   730,505.493 1,928,857.783   MT  0.99994425   -0 33 22.9
 DH6574;SPC CA 1     - 2,396,666.77  6,328,260.91   sFT  0.99994425   -0 33 22.9
 DH6574;UTM  10      - 4,583,851.031   512,464.369   MT  0.99960191   +0 05 55.1
 DH6574
 DH6574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6574!SPC CA 1     -   0.99986754  x   0.99994425  =   0.99981180
 DH6574!UTM  10      -   0.99986754  x   0.99960191  =   0.99946950
 DH6574
 DH6574                          SUPERSEDED SURVEY CONTROL
 DH6574
 DH6574  NAD 83(1998)-  41 24 21.98207(N)    122 51 03.14917(W) AD(2004.69) B
 DH6574  ELLIP H (09/28/05)  844.605  (m)                       GP(       ) 4 1
 DH6574
 DH6574.Superseded values are not recommended for survey control.
 DH6574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6574.See file dsdata.txt to determine how the superseded data were derived.
 DH6574
 DH6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1246483851(NAD 83)
 DH6574_MARKER: DD = SURVEY DISK
 DH6574_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6574+WITH SETTING: INFORMATION.
 DH6574_STAMPING: 3 SIS 16.30 2004
 DH6574_MARK LOGO: CSRC  
 DH6574_PROJECTION: FLUSH
 DH6574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6574+STABILITY: SURFACE MOTION
 DH6574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6574+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 DH6574_ROD/PIPE-DEPTH: 1.7  meters
 DH6574
 DH6574  HISTORY     - Date     Condition        Report By
 DH6574  HISTORY     - 20040731 MONUMENTED       CADT
 DH6574
 DH6574                          STATION DESCRIPTION
 DH6574
 DH6574'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6574'THE STATION IS LOCATED ADJACENT TO HIGHWAY 3 AT POSTMILE 16.30 IN
 DH6574'SISKIYOU COUNTY  ABOUT 7 KM SOUTHEAST OF ETNA, 12 KM NORTH-NORTHWEST
 DH6574'OF CALLAHAN, AND 30 KM SOUTHWEST  OF GAZELLE.  TO REACH THE STATION
 DH6574'FROM THE INTERSECTION OF GAZELLE-CALLAHAN ROAD AND  HIGHWAY 3 SOUTH OF
 DH6574'CALLAHAN GO NORTH ON HIGHWAY 3 3.08 KM TO CECILVILLE ROAD.  CONTINUE
 DH6574'NORTH ON HIGHWAY 3 4.09 KM TO SUGAR CREEK ROAD ON THE LEFT.  CONTINUE
 DH6574'NORTH ON  HIGHWAY 3 6.21 KM TO BARNES RANCH DRIVE.  CONTINUE NORTH ON
 DH6574'HIGHWAY 3 1.65 KM TO THE  STATION ON THE LEFT.  THE STATION IS A
 DH6574'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER  SET IN CONCRETE
 DH6574'FLUSH WITH THE GROUND 0.9 M SOUTHWEST OF AN ORANGE CARSONITE WITNESS
 DH6574'POST, 0.9 M SOUTHWEST OF A WIRE MESH FENCE, 1.0 M SOUTHEAST OF A WHITE
 DH6574'CARSONITE POST  WITH AMBER REFLECTOR, 8.7 M NORTHEAST OF THE YELLOW
 DH6574'STRIPE OF HIGHWAY 3, 20 M  NORTHWEST OF THE INTERSECTION OF A PRIVATE
 DH6574'DRIVE, 45 M NORTHWEST OF ATT FIBER OPTIC  MARKER 5/284, 51 M NORTH OF
 DH6574'ATT FIBER OPTIC MARKER 5/285, AND 52 M NORTH OF A POWER POLE  WITH
 DH6574'TRANSFORMER.
 DH6574'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6574'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6575 ***********************************************************************
 DH6575  DESIGNATION -  3 SIS 44.72
 DH6575  PID         -  DH6575
 DH6575  STATE/COUNTY-  CA/SISKIYOU
 DH6575  USGS QUAD   -  YREKA (1984)
 DH6575
 DH6575                         *CURRENT SURVEY CONTROL
 DH6575  ___________________________________________________________________
 DH6575* NAD 83(2007)-  41 40 32.59016(N)    122 40 59.31927(W)     ADJUSTED  
 DH6575* NAVD 88     -       940.6    (meters)    3086.     (feet)  GPS OBS   
 DH6575  ___________________________________________________________________
 DH6575  EPOCH DATE  -        2007.00
 DH6575  X           -  -2,576,687.990 (meters)                     COMP
 DH6575  Y           -  -4,016,202.466 (meters)                     COMP
 DH6575  Z           -   4,219,378.952 (meters)                     COMP
 DH6575  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DH6575  ELLIP HEIGHT-         916.924 (meters)          (02/10/07) ADJUSTED
 DH6575  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 DH6575
 DH6575  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6575  Type    PID    Designation                      North   East  Ellip
 DH6575  -------------------------------------------------------------------
 DH6575  NETWORK DH6575 3 SIS 44.72                       0.86   0.76   1.59
 DH6575  -------------------------------------------------------------------
 DH6575
 DH6575.The horizontal coordinates were established by GPS observations
 DH6575.and adjusted by the National Geodetic Survey in February 2007.
 DH6575
 DH6575.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6575.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6575.The horizontal coordinates are valid at the epoch date displayed above.
 DH6575.The epoch date for horizontal control is a decimal equivalence
 DH6575.of Year/Month/Day.
 DH6575
 DH6575.The orthometric height was determined by GPS observations and a
 DH6575.high-resolution geoid model.
 DH6575
 DH6575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6575
 DH6575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6575
 DH6575.The ellipsoidal height was determined by GPS observations
 DH6575.and is referenced to NAD 83.
 DH6575
 DH6575.The geoid height was determined by GEOID03.
 DH6575
 DH6575;                    North         East     Units Scale Factor Converg.
 DH6575;SPC CA 1     -   760,325.395 1,943,114.974   MT  1.00000231   -0 26 48.1
 DH6575;SPC CA 1     - 2,494,500.90  6,375,036.38   sFT  1.00000231   -0 26 48.1
 DH6575;UTM  10      - 4,613,821.241   526,374.064   MT  0.99960856   +0 12 38.5
 DH6575
 DH6575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6575!SPC CA 1     -   0.99985620  x   1.00000231  =   0.99985851
 DH6575!UTM  10      -   0.99985620  x   0.99960856  =   0.99946482
 DH6575
 DH6575                          SUPERSEDED SURVEY CONTROL
 DH6575
 DH6575  NAD 83(1998)-  41 40 32.58911(N)    122 40 59.31945(W) AD(2004.69) B
 DH6575  ELLIP H (09/28/05)  916.929  (m)                       GP(       ) 4 1
 DH6575
 DH6575.Superseded values are not recommended for survey control.
 DH6575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6575.See file dsdata.txt to determine how the superseded data were derived.
 DH6575
 DH6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM2637413821(NAD 83)
 DH6575_MARKER: DD = SURVEY DISK
 DH6575_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6575_STAMPING: 3 SIS 44.72 2004
 DH6575_MARK LOGO: CSRC  
 DH6575_PROJECTION: FLUSH
 DH6575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6575+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 DH6575_ROD/PIPE-DEPTH: 3.05 meters
 DH6575
 DH6575  HISTORY     - Date     Condition        Report By
 DH6575  HISTORY     - 20040731 MONUMENTED       CADT
 DH6575
 DH6575                          STATION DESCRIPTION
 DH6575
 DH6575'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6575'THE STATION IS LOCATED ADJACENT TO HIGHWAY 3 AT POSTMILE 44.72 IN
 DH6575'SISKIYOU COUNTY  ABOUT 7 KM SOUTHWEST OF YREKA, 14 KM WEST-NORTHWEST
 DH6575'OF GRENADA, AND 15 KM NORTHEAST  OF FORT JONES.  TO REACH THE STATION
 DH6575'FROM THE INTERSECTION OF JERRY'S ROAD AND HIGHWAY  3 IN YREKA GO SOUTH
 DH6575'ON HIGHWAY 3 1.68 KM TO RICHMAN ROAD ON THE RIGHT.  CONTINUE SOUTH  ON
 DH6575'HIGHWAY 3 2.42 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH6575'SURVEY DISK ENCASED IN  PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6575'FLUSH WITH THE GROUND 1.0 M SOUTH OF AN  ORANGE CARSONITE WITNESS
 DH6575'POST, 1.0 M WEST OF A WHTIE CARSONITE POST WITH AMBER  REFLECTOR, 1.4
 DH6575'M SOUTH OF A WIRE MESH FENCE, 23.5 M NORTH OF THE YELLOW STRIPE OF
 DH6575'HIGHWAY 3, 44 M EAST OF THE CENTER OF A CHAIN LINK FENCE GATE, AND 48
 DH6575'M EAST OF AN ASPHALT  DRIVEWAY APRON.
 DH6575'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6575'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6406 ***********************************************************************
 DH6406  DESIGNATION -  3 SIS 47.63
 DH6406  PID         -  DH6406
 DH6406  STATE/COUNTY-  CA/SISKIYOU
 DH6406  USGS QUAD   -  MONTAGUE (1984)
 DH6406
 DH6406                         *CURRENT SURVEY CONTROL
 DH6406  ___________________________________________________________________
 DH6406* NAD 83(2007)-  41 44 16.71023(N)    122 37 23.96401(W)     ADJUSTED  
 DH6406* NAVD 88     -       811.5    (meters)    2662.     (feet)  GPS OBS   
 DH6406  ___________________________________________________________________
 DH6406  EPOCH DATE  -        2007.00
 DH6406  X           -  -2,569,960.902 (meters)                     COMP
 DH6406  Y           -  -4,014,934.143 (meters)                     COMP
 DH6406  Z           -   4,224,455.808 (meters)                     COMP
 DH6406  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DH6406  ELLIP HEIGHT-         787.704 (meters)          (02/10/07) ADJUSTED
 DH6406  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 DH6406
 DH6406  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6406  Type    PID    Designation                      North   East  Ellip
 DH6406  -------------------------------------------------------------------
 DH6406  NETWORK DH6406 3 SIS 47.63                       0.86   0.74   1.57
 DH6406  -------------------------------------------------------------------
 DH6406
 DH6406.The horizontal coordinates were established by GPS observations
 DH6406.and adjusted by the National Geodetic Survey in February 2007.
 DH6406
 DH6406.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6406.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6406.The horizontal coordinates are valid at the epoch date displayed above.
 DH6406.The epoch date for horizontal control is a decimal equivalence
 DH6406.of Year/Month/Day.
 DH6406
 DH6406.The orthometric height was determined by GPS observations and a
 DH6406.high-resolution geoid model.
 DH6406
 DH6406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6406
 DH6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6406
 DH6406.The ellipsoidal height was determined by GPS observations
 DH6406.and is referenced to NAD 83.
 DH6406
 DH6406.The geoid height was determined by GEOID03.
 DH6406
 DH6406;                    North         East     Units Scale Factor Converg.
 DH6406;SPC CA 1     -   767,202.734 1,948,145.326   MT  1.00001889   -0 24 27.3
 DH6406;SPC CA 1     - 2,517,064.30  6,391,540.12   sFT  1.00001889   -0 24 27.3
 DH6406;UTM  10      - 4,620,753.108   531,323.141   MT  0.99961207   +0 15 02.8
 DH6406
 DH6406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6406!SPC CA 1     -   0.99987647  x   1.00001889  =   0.99989535
 DH6406!UTM  10      -   0.99987647  x   0.99961207  =   0.99948858
 DH6406
 DH6406                          SUPERSEDED SURVEY CONTROL
 DH6406
 DH6406  NAD 83(1998)-  41 44 16.70916(N)    122 37 23.96434(W) AD(2004.69) B
 DH6406  ELLIP H (09/28/05)  787.709  (m)                       GP(       ) 4 1
 DH6406
 DH6406.Superseded values are not recommended for survey control.
 DH6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6406.See file dsdata.txt to determine how the superseded data were derived.
 DH6406
 DH6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3132320753(NAD 83)
 DH6406_MARKER: DD = SURVEY DISK
 DH6406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6406_STAMPING: 2-3-47.63
 DH6406_MARK LOGO: CADT  
 DH6406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6406+STABILITY: SURFACE MOTION
 DH6406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6406+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 DH6406
 DH6406  HISTORY     - Date     Condition        Report By
 DH6406  HISTORY     - 197012   MONUMENTED       CADT
 DH6406  HISTORY     - 20041008 GOOD             CADT
 DH6406
 DH6406                          STATION DESCRIPTION
 DH6406
 DH6406'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6406'THE STATION IS LOCATED IN YREKA ON THE SOUTH SIDE OF HIGHWAY 3 AT
 DH6406'POSTMILE 47.63 ABOUT  8 KM WEST OF MONTAGUE, 55 KM NORTHWEST OF MOUNT
 DH6406'SHASTA CITY, AND 20 KM SOUTH OF  HORNBROOK.  TO REACH THE STATION FROM
 DH6406'THE INTERSECTION OF HIGHWAY 3 AND THE NORTH  END OF THE NORTHBOUND
 DH6406'INTERSTATE HIGHWAY 5 OFFRAMP TO HIGHWAY 3 IN THE NORTH END OF  YREKA
 DH6406'GO EAST ON HIGHWAY 3 322 M TO THE STATION ON THE RIGHT.  THE STATION
 DH6406'IS A CADH  BRASS DISK SET IN A MASS OF CONCRETE 0.4 M AOUTH OF A METAL
 DH6406'GUARD POST, 1.2 M NORTH OF AN  ORANGE CARSONITE WITNESS POST, 1.2 M
 DH6406'WEST OF A WHITE CARSONITE WITNESS POST WITH  AMBER REFLECTOR, 1.3 M
 DH6406'NORTH OF THE SOUTH RIGHT OF WAY FENCE, 20 M SOUTH OF THE YELLOW
 DH6406'STRIPE OF HIGHWAY 3, 16.5 M EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 DH6406'UTILITY PAD, AND  45 M EAST OF THE INTERSECTION OF A BARACADDED
 DH6406'SUBDIVISION ROAD LEADING SOUTH
 DH6406' 
 DH6406'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6406'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0606 ***********************************************************************
 DW0606  DESIGNATION -  3 T MWDSC
 DW0606  PID         -  DW0606
 DW0606  STATE/COUNTY-  CA/RIVERSIDE
 DW0606  USGS QUAD   -  VICTORY PASS (1987)
 DW0606
 DW0606                         *CURRENT SURVEY CONTROL
 DW0606  ___________________________________________________________________
 DW0606* NAD 83(1986)-  33 48 41.     (N)    115 26 17.     (W)     SCALED    
 DW0606* NAVD 88     -       265.99   (+/-2cm)     872.7    (feet)  VERTCON   
 DW0606  ___________________________________________________________________
 DW0606  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DW0606  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0606
 DW0606.The horizontal coordinates were scaled from a topographic map and have
 DW0606.an estimated accuracy of +/- 6 seconds.
 DW0606
 DW0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0606.The vertical order pertains to the NGVD 29 superseded value.
 DW0606
 DW0606.The geoid height was determined by GEOID03.
 DW0606
 DW0606;                    North         East    Units  Estimated Accuracy
 DW0606;SPC CA 6     -   682,700.    2,075,180.      MT  (+/- 180 meters Scaled)
 DW0606
 DW0606                          SUPERSEDED SURVEY CONTROL
 DW0606
 DW0606  NGVD 29 (??/??/??)  265.298  (m)          870.40   (f) ADJUSTED    1 2
 DW0606
 DW0606.Superseded values are not recommended for survey control.
 DW0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0606.See file dsdata.txt to determine how the superseded data were derived.
 DW0606
 DW0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT445423(NAD 83)
 DW0606_MARKER: DD = SURVEY DISK
 DW0606_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DW0606_SP_SET: UNSPECIFIED ROCK
 DW0606_STAMPING: 3 T 1961
 DW0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DW0606
 DW0606  HISTORY     - Date     Condition        Report By
 DW0606  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0606  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0606
 DW0606                          STATION DESCRIPTION
 DW0606
 DW0606'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0606'6.8 MI NNW FROM DESERT CENTER.
 DW0606'ABOUT 6-3/4 MILES NORTH-NORTHWEST OF DESERT CENTER, RIVERSIDE
 DW0606'COUNTY, IN A SADDLE IN THE SECOND GROUP OF HILLS NORTH OF DESERT
 DW0606'CENTER, ABOUT 1/2 MILE NORTH OF THE BRIEST CAMP ROAD, ON THE
 DW0606'WEST SLOPE OF A SMALL HILL, ABOUT 800 FEET SOUTHEAST OF A SMALL
 DW0606'SADDLE AND PRELIMINARY LOCATION SURVEY STATION 5134+40, AND IN
 DW0606'ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DW0606'STANDARD DISK, MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS
 DW0606'A 2-INCH BY 2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED
 DW0606'FLAG.
 DW0606
 DW0606                          STATION RECOVERY (1976)
 DW0606
 DW0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0606'NOT RECOVERED IN 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6576 ***********************************************************************
 DH6576  DESIGNATION -  3 TRI 37.30
 DH6576  PID         -  DH6576
 DH6576  STATE/COUNTY-  CA/TRINITY
 DH6576  USGS QUAD   -  RUSH CREEK LAKES (1982)
 DH6576
 DH6576                         *CURRENT SURVEY CONTROL
 DH6576  ___________________________________________________________________
 DH6576* NAD 83(2007)-  40 47 18.43609(N)    122 53 36.24844(W)     ADJUSTED  
 DH6576* NAVD 88     -       888.5    (meters)    2915.     (feet)  GPS OBS   
 DH6576  ___________________________________________________________________
 DH6576  EPOCH DATE  -        2007.00
 DH6576  X           -  -2,626,662.698 (meters)                     COMP
 DH6576  Y           -  -4,061,227.696 (meters)                     COMP
 DH6576  Z           -   4,145,228.018 (meters)                     COMP
 DH6576  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DH6576  ELLIP HEIGHT-         862.224 (meters)          (02/10/07) ADJUSTED
 DH6576  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DH6576
 DH6576  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6576  Type    PID    Designation                      North   East  Ellip
 DH6576  -------------------------------------------------------------------
 DH6576  NETWORK DH6576 3 TRI 37.30                       1.37   1.10   2.76
 DH6576  -------------------------------------------------------------------
 DH6576
 DH6576.The horizontal coordinates were established by GPS observations
 DH6576.and adjusted by the National Geodetic Survey in February 2007.
 DH6576
 DH6576.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6576.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6576.The horizontal coordinates are valid at the epoch date displayed above.
 DH6576.The epoch date for horizontal control is a decimal equivalence
 DH6576.of Year/Month/Day.
 DH6576
 DH6576.The orthometric height was determined by GPS observations and a
 DH6576.high-resolution geoid model.
 DH6576
 DH6576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6576
 DH6576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6576
 DH6576.The ellipsoidal height was determined by GPS observations
 DH6576.and is referenced to NAD 83.
 DH6576
 DH6576.The geoid height was determined by GEOID03.
 DH6576
 DH6576;                    North         East     Units Scale Factor Converg.
 DH6576;SPC CA 1     -   661,956.821 1,924,602.842   MT  0.99989497   -0 35 03.1
 DH6576;SPC CA 1     - 2,171,770.00  6,314,301.16   sFT  0.99989497   -0 35 03.1
 DH6576;UTM  10      - 4,515,279.399   508,993.629   MT  0.99960100   +0 04 10.7
 DH6576
 DH6576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6576!SPC CA 1     -   0.99986477  x   0.99989497  =   0.99975975
 DH6576!UTM  10      -   0.99986477  x   0.99960100  =   0.99946582
 DH6576
 DH6576                          SUPERSEDED SURVEY CONTROL
 DH6576
 DH6576  NAD 83(1998)-  40 47 18.43551(N)    122 53 36.24869(W) AD(2004.69) B
 DH6576  ELLIP H (09/28/05)  862.233  (m)                       GP(       ) 4 1
 DH6576
 DH6576.Superseded values are not recommended for survey control.
 DH6576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6576.See file dsdata.txt to determine how the superseded data were derived.
 DH6576
 DH6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL0899415279(NAD 83)
 DH6576_MARKER: DD = SURVEY DISK
 DH6576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6576+WITH SETTING: INFORMATION.
 DH6576_STAMPING: 3 TRI 37.30 2004
 DH6576_MARK LOGO: CSRC  
 DH6576_PROJECTION: FLUSH
 DH6576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6576+STABILITY: SURFACE MOTION
 DH6576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6576+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 DH6576_ROD/PIPE-DEPTH: 1.2  meters
 DH6576
 DH6576  HISTORY     - Date     Condition        Report By
 DH6576  HISTORY     - 20040731 MONUMENTED       CADT
 DH6576
 DH6576                          STATION DESCRIPTION
 DH6576
 DH6576'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6576'THE STATION IS LOCATED ADJACENT TO HIGHWAY 3 AT POSTMILE 37.30 IN
 DH6576'TRINITY COUNTY ABOUT  7 KM NORTHEAST OF WEAVERVILLE, 12 KM NORTHWEST
 DH6576'OF LEWISTON, AND 27 KM SOUTHWEST OF  TRINITY CENTER.  TO REACH THE
 DH6576'STATION FROM THE INTERSECTION OF HIGHWAY 299 AND HIGHWAY  3 IN
 DH6576'WEAVERVILLE GO NORTH ON HIGHWAY 3 2.86 KM TO EAST WEAVER ROAD ON THE
 DH6576'LEFT.   CONTINUE NORTH ON HIGHWAY 3 7.14 KM TO OLD RUSH CREEK ROAD ON
 DH6576'THE RIGHT.  CONTINUE  NORTH ON HIGHWAY 3 350 M TO THE STATION ON THE
 DH6576'LEFT.  THE STATION IS A SURVEY DISK  ENCASED IN PVC PIPE WITH ACCESS
 DH6576'COVER SET IN CONCRETE FLUSH WITH THE GROUND 1.0 M EAST  OF AN ORANGE
 DH6576'CARSONITE WITNESS POST, 1.1 M SOUTH OF A WHTIE CARSONITE POST WITH
 DH6576'AMBER  REFLECTOR, 7.3 M EAST OF AN ABANDONED LOGGING ROAD, 12 M WEST
 DH6576'OF THE TOP OF CUT, 30 M  WEST OF THE YELLOW STRIPE OF HIGHWAY 3, 69 M
 DH6576'NORTHWEST OF AN ATT FIBER OPTIC WARNING  MARKER 6-534, AND ABOUT 20 M
 DH6576'HIGHER THAN THE HIGHWAY.
 DH6576'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6576'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6577 ***********************************************************************
 DH6577  DESIGNATION -  3 TRI 70.32
 DH6577  PID         -  DH6577
 DH6577  STATE/COUNTY-  CA/TRINITY
 DH6577  USGS QUAD   -  CARRVILLE (1986)
 DH6577
 DH6577                         *CURRENT SURVEY CONTROL
 DH6577  ___________________________________________________________________
 DH6577* NAD 83(2007)-  41 07 11.81275(N)    122 42 14.57561(W)     ADJUSTED  
 DH6577* NAVD 88     -       791.4    (meters)    2596.     (feet)  GPS OBS   
 DH6577  ___________________________________________________________________
 DH6577  EPOCH DATE  -        2007.00
 DH6577  X           -  -2,600,149.026 (meters)                     COMP
 DH6577  Y           -  -4,049,518.871 (meters)                     COMP
 DH6577  Z           -   4,172,971.893 (meters)                     COMP
 DH6577  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DH6577  ELLIP HEIGHT-         767.122 (meters)          (02/10/07) ADJUSTED
 DH6577  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DH6577
 DH6577  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6577  Type    PID    Designation                      North   East  Ellip
 DH6577  -------------------------------------------------------------------
 DH6577  NETWORK DH6577 3 TRI 70.32                       1.63   1.65   3.70
 DH6577  -------------------------------------------------------------------
 DH6577
 DH6577.The horizontal coordinates were established by GPS observations
 DH6577.and adjusted by the National Geodetic Survey in February 2007.
 DH6577
 DH6577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6577.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6577.The horizontal coordinates are valid at the epoch date displayed above.
 DH6577.The epoch date for horizontal control is a decimal equivalence
 DH6577.of Year/Month/Day.
 DH6577
 DH6577.The orthometric height was determined by GPS observations and a
 DH6577.high-resolution geoid model.
 DH6577
 DH6577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6577
 DH6577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6577
 DH6577.The ellipsoidal height was determined by GPS observations
 DH6577.and is referenced to NAD 83.
 DH6577
 DH6577.The geoid height was determined by GEOID03.
 DH6577
 DH6577;                    North         East     Units Scale Factor Converg.
 DH6577;SPC CA 1     -   698,619.576 1,940,878.380   MT  0.99990696   -0 27 37.3
 DH6577;SPC CA 1     - 2,292,054.39  6,367,698.49   sFT  0.99990696   -0 27 37.3
 DH6577;UTM  10      - 4,552,114.763   524,844.789   MT  0.99960760   +0 11 40.7
 DH6577
 DH6577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6577!SPC CA 1     -   0.99987969  x   0.99990696  =   0.99978666
 DH6577!UTM  10      -   0.99987969  x   0.99960760  =   0.99948733
 DH6577
 DH6577                          SUPERSEDED SURVEY CONTROL
 DH6577
 DH6577  NAD 83(1998)-  41 07 11.81226(N)    122 42 14.57610(W) AD(2004.69) B
 DH6577  ELLIP H (09/28/05)  767.122  (m)                       GP(       ) 4 1
 DH6577
 DH6577.Superseded values are not recommended for survey control.
 DH6577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6577.See file dsdata.txt to determine how the superseded data were derived.
 DH6577
 DH6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL2484552115(NAD 83)
 DH6577_MARKER: DD = SURVEY DISK
 DH6577_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6577+WITH SETTING: INFORMATION.
 DH6577_STAMPING: 3 TRI 70.32 2004
 DH6577_MARK LOGO: CSRC  
 DH6577_PROJECTION: FLUSH
 DH6577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6577+STABILITY: SURFACE MOTION
 DH6577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6577+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 DH6577_ROD/PIPE-DEPTH: 2.3  meters
 DH6577
 DH6577  HISTORY     - Date     Condition        Report By
 DH6577  HISTORY     - 20040731 MONUMENTED       CADT
 DH6577
 DH6577                          STATION DESCRIPTION
 DH6577
 DH6577'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6577'THE STATION IS LOCATED ADJACENT TO HIGHWAY 3 AT POSTMILE 71.32 IN
 DH6577'TRINITY COUNTY ABOUT  3 KM NORTH-NORTHEAST OF COFFEE CREEK, 23 KM
 DH6577'SOUTHEAST OF CALLAHAN, AND 38 KM  SOUTHWEST OF DUNSMUIR.  TO REACH THE
 DH6577'STATION FROM THE INTERSECTION OF EAST SIDE ROAD  AND HIGHWAY 3 AT THE
 DH6577'NORTH END OF TRINITY LAKE (CLAIR ENGLE LAKE) GO NORTH ON HIGHWAY 3
 DH6577'3.90 KM TO COFFEE CREEK ROAD.  CONTINUE NORTH ON HIGHWAY 3 3.05 KM TO
 DH6577'USFS ROAD 38N74.   CONTINUE NORTH ON HIGHWAY 3 2.46 KM TO THE STATION
 DH6577'ON THE LEFT AT EAGLE CREEK LOOP.  THE  STATION IS A SURVEY DISK
 DH6577'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH  WITH THE
 DH6577'GROUND 1.0 M EAST OF AN ORANGE CARSONITE WITNESS POST, 1.3 M SOUTH OF
 DH6577'A WHITE  CARSONITE POST WITH AMBER REFLECTOR, 6.6 M SOUTHWEST OF AN
 DH6577'ATT FIBER OPTIC WARNING  MARKER 6-223, 11 M SOUTHWEST OF A 610 MM
 DH6577'CULVERT INLET, 15.0 M WEST OF THE YELLOW STRIPE  OF HIGHWAY 3, 22.5 M
 DH6577'EAST OF A JOINT POLE TCPUD 014021, AND 34 M SOUTH OF THE CENTER OF
 DH6577'EAGLE CREEK LOOP ROAD.
 DH6577'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6577'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6093 ***********************************************************************
 DH6093  DESIGNATION -  3 TRI 74.22
 DH6093  PID         -  DH6093
 DH6093  STATE/COUNTY-  CA/TRINITY
 DH6093  USGS QUAD   -  TANGLE BLUE LAKE (1986)
 DH6093
 DH6093                         *CURRENT SURVEY CONTROL
 DH6093  ___________________________________________________________________
 DH6093* NAD 83(2007)-  41 09 44.68197(N)    122 39 54.42807(W)     ADJUSTED  
 DH6093* NAVD 88     -       865.2    (meters)    2839.     (feet)  GPS OBS   
 DH6093  ___________________________________________________________________
 DH6093  EPOCH DATE  -        2007.00
 DH6093  X           -  -2,595,752.288 (meters)                     COMP
 DH6093  Y           -  -4,048,719.342 (meters)                     COMP
 DH6093  Z           -   4,176,572.583 (meters)                     COMP
 DH6093  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 DH6093  ELLIP HEIGHT-         841.237 (meters)          (02/10/07) ADJUSTED
 DH6093  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DH6093
 DH6093  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6093  Type    PID    Designation                      North   East  Ellip
 DH6093  -------------------------------------------------------------------
 DH6093  NETWORK DH6093 3 TRI 74.22                       1.41   1.43   3.19
 DH6093  -------------------------------------------------------------------
 DH6093
 DH6093.The horizontal coordinates were established by GPS observations
 DH6093.and adjusted by the National Geodetic Survey in February 2007.
 DH6093
 DH6093.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6093.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6093.The horizontal coordinates are valid at the epoch date displayed above.
 DH6093.The epoch date for horizontal control is a decimal equivalence
 DH6093.of Year/Month/Day.
 DH6093
 DH6093.The orthometric height was determined by GPS observations and a
 DH6093.high-resolution geoid model.
 DH6093
 DH6093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6093
 DH6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6093
 DH6093.The ellipsoidal height was determined by GPS observations
 DH6093.and is referenced to NAD 83.
 DH6093
 DH6093.The geoid height was determined by GEOID03.
 DH6093
 DH6093;                    North         East     Units Scale Factor Converg.
 DH6093;SPC CA 1     -   703,309.343 1,944,183.195   MT  0.99991092   -0 26 05.7
 DH6093;SPC CA 1     - 2,307,440.74  6,378,541.03   sFT  0.99991092   -0 26 05.7
 DH6093;UTM  10      - 4,556,840.592   528,094.787   MT  0.99960971   +0 13 13.5
 DH6093
 DH6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6093!SPC CA 1     -   0.99986806  x   0.99991092  =   0.99977900
 DH6093!UTM  10      -   0.99986806  x   0.99960971  =   0.99947782
 DH6093
 DH6093                          SUPERSEDED SURVEY CONTROL
 DH6093
 DH6093  NAD 83(1998)-  41 09 44.68150(N)    122 39 54.42848(W) AD(2004.69) B
 DH6093  NAD 83(1998)-  41 09 44.68149(N)    122 39 54.42848(W) AD(2004.69) A
 DH6093  ELLIP H (09/13/05)  841.237  (m)                       GP(2004.69) 4 1
 DH6093
 DH6093.Superseded values are not recommended for survey control.
 DH6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6093.See file dsdata.txt to determine how the superseded data were derived.
 DH6093
 DH6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL2809556841(NAD 83)
 DH6093_MARKER: DD = SURVEY DISK
 DH6093_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6093+WITH SETTING: INFORMATION.
 DH6093_STAMPING: 3 TRI 74.22 2004
 DH6093_MARK LOGO: CSRC  
 DH6093_PROJECTION: FLUSH
 DH6093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6093+STABILITY: SURFACE MOTION
 DH6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6093+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6093_ROD/PIPE-DEPTH: 2.4  meters
 DH6093
 DH6093  HISTORY     - Date     Condition        Report By
 DH6093  HISTORY     - 20040730 MONUMENTED       CADT
 DH6093  HISTORY     - 20041005 GOOD             CADT
 DH6093
 DH6093                          STATION DESCRIPTION
 DH6093
 DH6093'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6093'THE STATION IS LOCATED ADJACENT TO HIGHWAY 3 AT POSTMILE 74.22 IN
 DH6093'TRINITY COUNTY  ABOUT 9 KM NORTHEAST OF COFFEE CREEK, 20 KM SOUTHEAST
 DH6093'OF CALLAHAN, AND 33 KM  WEST-SOUTHWEST OF DUNSMUIR.   TO REACH THE
 DH6093'STATION FROM THE INTERSECTION OF EAST SIDE  ROAD AND HIGHWAY 3 AT THE
 DH6093'NORTH END OF TRINITY LAKE (CLAIR ENGLE LAKE) GO NORTH ON  HIGHWAY 3
 DH6093'3.90 KM TO COFFEE CREEK ROAD.  CONTINUE NORTH ON HIGHWAY 3 3.05 KM TO
 DH6093'USFS  ROAD 38N74.  CONTINUE NORTH ON HIGHWAY 3 3.95 KM TO RAMSHORN
 DH6093'ROAD ON THE LEFT.   CONTINUE NORTH ON HIGHWAY 3 3.18 KM TO THE STATION
 DH6093'ON THE LEFT.   THE STATION IS A SURVEY  DISK ENCASED IN PVC PIPE WITH
 DH6093'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND 20.8 M  EAST OF THE
 DH6093'YELLOW STIPE OF HIGHWAY 3, 5.1 M WEST OF THE EAST EDGE OF SHOULDER OF
 DH6093'HIGHWAY 3, 4.4 M WEST OF AN ORANGE CARSONITE WITNESS POST, 6.2 M
 DH6093'SOUTHWEST OF A WHITE  CARSONITE POST, 28.0 M NORTH OF AN ATT FIBER
 DH6093'OPTIC WARNING POST 6-184, 29.5 M EAST OF AN  ATT FIBER OPTIC WARNING
 DH6093'POST 6-183, AND 69 M NORTHEAST OF THE NORTH END OF THE EAST
 DH6093'BRIDGERAIL OF BRIDGE 5-50 OVER THE TRINITY RIVER.
 DH6093'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6093'HEIGHT  MODERNIZATION PROJECT.
 DH6093
 DH6093                          STATION RECOVERY (2004)
 DH6093
 DH6093'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6093'RECOVERED IN GOOD CONDITION.
 DH6093'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6093'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0605 ***********************************************************************
 DW0605  DESIGNATION -  3 U MWDSC
 DW0605  PID         -  DW0605
 DW0605  STATE/COUNTY-  CA/RIVERSIDE
 DW0605  USGS QUAD   -  VICTORY PASS (1987)
 DW0605
 DW0605                         *CURRENT SURVEY CONTROL
 DW0605  ___________________________________________________________________
 DW0605* NAD 83(1986)-  33 49 52.     (N)    115 25 35.     (W)     SCALED    
 DW0605* NAVD 88     -       256.94   (+/-2cm)     843.0    (feet)  VERTCON   
 DW0605  ___________________________________________________________________
 DW0605  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DW0605  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0605
 DW0605.The horizontal coordinates were scaled from a topographic map and have
 DW0605.an estimated accuracy of +/- 6 seconds.
 DW0605
 DW0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0605.The vertical order pertains to the NGVD 29 superseded value.
 DW0605
 DW0605.The geoid height was determined by GEOID03.
 DW0605
 DW0605;                    North         East    Units  Estimated Accuracy
 DW0605;SPC CA 6     -   684,900.    2,076,240.      MT  (+/- 180 meters Scaled)
 DW0605
 DW0605                          SUPERSEDED SURVEY CONTROL
 DW0605
 DW0605  NGVD 29 (??/??/??)  256.253  (m)          840.72   (f) ADJUSTED    1 2
 DW0605
 DW0605.Superseded values are not recommended for survey control.
 DW0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0605.See file dsdata.txt to determine how the superseded data were derived.
 DW0605
 DW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT456445(NAD 83)
 DW0605_MARKER: DD = SURVEY DISK
 DW0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0605_STAMPING: 3 U 1931
 DW0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0605+STABILITY: SURFACE MOTION
 DW0605
 DW0605  HISTORY     - Date     Condition        Report By
 DW0605  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0605  HISTORY     - 1976     POOR             NGS
 DW0605
 DW0605                          STATION DESCRIPTION
 DW0605
 DW0605'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0605'7.8 MI N FROM DESERT CENTER.
 DW0605'ABOUT 7-3/4 MILES NORTH OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0605'1.3 MILES NORTH OF THE SECOND GROUP OF HILLS NORTH OF DESERT
 DW0605'CENTER, ON THE WEST SIDE OF CHUCKAWALLA VALLEY, ON A FLAT RIDGE,
 DW0605'ABOUT 600 FEET EAST OF PRELIMINARY LOCATION SURVEY STATION
 DW0605'5069+60, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER
 DW0605'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE TOP
 DW0605'OF A CONCRETE POST.  NOTE-- THE FENCE SURROUNDING THE BENCH MARK
 DW0605'IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND
 DW0605'FLAG PLACED AT ONE CORNER.
 DW0605
 DW0605                          STATION RECOVERY (1976)
 DW0605
 DW0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0605'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1539 ***********************************************************************
 JS1539  DESIGNATION -  3 USBR
 JS1539  PID         -  JS1539
 JS1539  STATE/COUNTY-  CA/SACRAMENTO
 JS1539  USGS QUAD   -  ISLETON (1993)
 JS1539
 JS1539                         *CURRENT SURVEY CONTROL
 JS1539  ___________________________________________________________________
 JS1539* NAD 83(1986)-  38 14 47.     (N)    121 30 34.     (W)     SCALED    
 JS1539* NAVD 88     -         7.52   (+/-2cm)      24.7    (feet)  VERTCON   
 JS1539  ___________________________________________________________________
 JS1539  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JS1539  VERT ORDER  -  THIRD (See Below)
 JS1539
 JS1539.The horizontal coordinates were scaled from a topographic map and have
 JS1539.an estimated accuracy of +/- 6 seconds.
 JS1539
 JS1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1539.The vertical order pertains to the NGVD 29 superseded value.
 JS1539
 JS1539.The geoid height was determined by GEOID03.
 JS1539
 JS1539;                    North         East    Units  Estimated Accuracy
 JS1539;SPC CA 2     -   564,470.    2,042,940.      MT  (+/- 180 meters Scaled)
 JS1539
 JS1539                          SUPERSEDED SURVEY CONTROL
 JS1539
 JS1539  NGVD 29 (??/??/??)    6.79   (m)           22.3    (f) RESET       3  
 JS1539
 JS1539.Superseded values are not recommended for survey control.
 JS1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1539.See file dsdata.txt to determine how the superseded data were derived.
 JS1539
 JS1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH304342(NAD 83)
 JS1539_MARKER: DD = SURVEY DISK
 JS1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1539_SP_SET: ABUTMENT
 JS1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1539
 JS1539  HISTORY     - Date     Condition        Report By
 JS1539  HISTORY     - 1951     MONUMENTED       BOR
 JS1539  HISTORY     - 1967     GOOD             NGS
 JS1539
 JS1539                          STATION DESCRIPTION
 JS1539
 JS1539'DESCRIBED BY US BUREAU OF RECLAMATION 1951
 JS1539'0.5 MI N FROM WALNUT GROVE.
 JS1539'0.5 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT WALNUT
 JS1539'GROVE, AT THE DELTA CROSS CHANNEL FLOOD GATE STRUCTURE, ON TOP
 JS1539'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT.
 JS1539
 JS1539                          STATION RECOVERY (1967)
 JS1539
 JS1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3448 ***********************************************************************
 HS3448  DESIGNATION -  3 USBR
 HS3448  PID         -  HS3448
 HS3448  STATE/COUNTY-  CA/CONTRA COSTA
 HS3448  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3448
 HS3448                         *CURRENT SURVEY CONTROL
 HS3448  ___________________________________________________________________
 HS3448* NAD 83(1986)-  37 49 03.     (N)    121 33 29.     (W)     SCALED    
 HS3448* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 HS3448  ___________________________________________________________________
 HS3448  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HS3448  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3448
 HS3448.The horizontal coordinates were scaled from a topographic map and have
 HS3448.an estimated accuracy of +/- 6 seconds.
 HS3448
 HS3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3448.The vertical order pertains to the NGVD 29 superseded value.
 HS3448
 HS3448.The geoid height was determined by GEOID03.
 HS3448
 HS3448;                    North         East    Units  Estimated Accuracy
 HS3448;SPC CA 3     -   646,740.    1,906,850.      MT  (+/- 180 meters Scaled)
 HS3448
 HS3448                          SUPERSEDED SURVEY CONTROL
 HS3448
 HS3448  NGVD 29 (??/??/92)    2.42   (m)            7.9    (f) COMPUTED    1 2
 HS3448
 HS3448.Superseded values are not recommended for survey control.
 HS3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3448.See file dsdata.txt to determine how the superseded data were derived.
 HS3448
 HS3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG269865(NAD 83)
 HS3448_MARKER: DD = SURVEY DISK
 HS3448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3448_SP_SET: PUMP STAND FOUNDATION
 HS3448_STAMPING: 3
 HS3448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3448
 HS3448  HISTORY     - Date     Condition        Report By
 HS3448  HISTORY     - UNK      MONUMENTED       BOR
 HS3448  HISTORY     - 1957     GOOD             NGS
 HS3448  HISTORY     - 1963     GOOD             NGS
 HS3448
 HS3448                          STATION DESCRIPTION
 HS3448
 HS3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3448'0.8 MI SW FROM CLIFTON COURT FERRY.
 HS3448'0.8 MILE SOUTHWEST ALONG HERDLYN ROAD FROM THE CLIFTON COURT
 HS3448'FERRY OVER OLD RIVER, AT THE SOUTHEAST CORNER OF CLIFTON COURT
 HS3448'TRACT, AT THE FISH COLLECTING FACILITIES OF THE DELTA-MENDOTA
 HS3448'CANAL, NEAR THE SOUTHWEST END OF THE SHELTERHOUSE FOR THE
 HS3448'COMPRESSOR PUMPS, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 HS3448'CONCRETE FOUNDATION FOR THE PUMP STAND, 3.7 FEET NORTHWEST
 HS3448'OF THE NORTH CORNER OF A PUMP PAD FOR AN AIR COMPRESSOR, 2.1
 HS3448'FEET SOUTHEAST OF THE EAST CORNER OF THE SOLE PLATE UNWATERING
 HS3448'PUMP 1, AND ABOUT LEVEL WITH THE CONCRETE FLOOR.
 HS3448
 HS3448                          STATION RECOVERY (1963)
 HS3448
 HS3448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1022 ***********************************************************************
 JS1022  DESIGNATION -  3 USE
 JS1022  PID         -  JS1022
 JS1022  STATE/COUNTY-  CA/SACRAMENTO
 JS1022  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1022
 JS1022                         *CURRENT SURVEY CONTROL
 JS1022  ___________________________________________________________________
 JS1022* NAD 83(2007)-  38 31 10.93114(N)    121 29 38.37612(W)     ADJUSTED  
 JS1022* NAVD 88     -         6.75   (+/-2cm)      22.1    (feet)  VERTCON   
 JS1022  ___________________________________________________________________
 JS1022  EPOCH DATE  -        2007.00
 JS1022  X           -  -2,610,315.922 (meters)                     COMP
 JS1022  Y           -  -4,260,650.991 (meters)                     COMP
 JS1022  Z           -   3,950,725.737 (meters)                     COMP
 JS1022  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 JS1022  ELLIP HEIGHT-         -24.272 (meters)          (02/10/07) ADJUSTED
 JS1022  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JS1022
 JS1022  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 JS1022  Type    PID    Designation                      North   East  Ellip
 JS1022  -------------------------------------------------------------------
 JS1022  NETWORK JS1022 3 USE                             3.68   3.43   7.90
 JS1022  -------------------------------------------------------------------
 JS1022  VERT ORDER  -  THIRD (See Below)
 JS1022
 JS1022.This mark is at Sacramento Exec Airport (SAC)
 JS1022
 JS1022.The horizontal coordinates were established by GPS observations
 JS1022.and adjusted by the National Geodetic Survey in February 2007.
 JS1022
 JS1022.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 JS1022.See www.ngs.noaa.gov/NationalReadjustment for more information.
 JS1022.The horizontal coordinates are valid at the epoch date displayed above.
 JS1022.The epoch date for horizontal control is a decimal equivalence
 JS1022.of Year/Month/Day.
 JS1022
 JS1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1022.The vertical order pertains to the NGVD 29 superseded value.
 JS1022
 JS1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS1022
 JS1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS1022
 JS1022.The ellipsoidal height was determined by GPS observations
 JS1022.and is referenced to NAD 83.
 JS1022
 JS1022.The geoid height was determined by GEOID03.
 JS1022
 JS1022;                    North         East     Units Scale Factor Converg.
 JS1022;SPC CA 2     -   594,815.229 2,044,126.469   MT  0.99996296   +0 19 08.5
 JS1022;SPC CA 2     - 1,951,489.63  6,706,438.26   sFT  0.99996296   +0 19 08.5
 JS1022;UTM  10      - 4,264,554.432   631,288.222   MT  0.99981227   +0 56 17.0
 JS1022
 JS1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS1022!SPC CA 2     -   1.00000381  x   0.99996296  =   0.99996677
 JS1022!UTM  10      -   1.00000381  x   0.99981227  =   0.99981608
 JS1022
 JS1022:                Primary Azimuth Mark                     Grid Az
 JS1022:SPC CA 2     -  AP STA B2                                101 43 38.0
 JS1022:UTM  10      -  AP STA B2                                101 06 29.5
 JS1022
 JS1022|---------------------------------------------------------------------|
 JS1022| PID    Reference Object                     Distance      Geod. Az  |
 JS1022|                                                           dddmmss.s |
 JS1022| JS4840 AP STA B2                           455.382 METERS 1020246.5 |
 JS1022|---------------------------------------------------------------------|
 JS1022
 JS1022                          SUPERSEDED SURVEY CONTROL
 JS1022
 JS1022  NAD 83(1992)-  38 31 10.92481(N)    121 29 38.37085(W) AD(1991.35) 2
 JS1022  ELLIP H (05/16/94)  -24.039  (m)                       GP(1991.35) 4 2
 JS1022  NGVD 29 (??/??/??)    5.98   (m)           19.6    (f) RESET       3  
 JS1022
 JS1022.Superseded values are not recommended for survey control.
 JS1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1022.See file dsdata.txt to determine how the superseded data were derived.
 JS1022
 JS1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3128864554(NAD 83)
 JS1022_MARKER: DD = SURVEY DISK
 JS1022_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JS1022_SP_SET: ASPHALT
 JS1022_STAMPING: 3 19.62 00+0 25
 JS1022_MARK LOGO: USE   
 JS1022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JS1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1022+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1992
 JS1022
 JS1022  HISTORY     - Date     Condition        Report By
 JS1022  HISTORY     - 1966     MONUMENTED       USE
 JS1022  HISTORY     - 1945     GOOD             NGS
 JS1022  HISTORY     - 1966     MARK NOT FOUND   NGS
 JS1022  HISTORY     - 1986     GOOD             USPSQD
 JS1022  HISTORY     - 19910615 GOOD             NGS
 JS1022  HISTORY     - 19920512 GOOD
 JS1022
 JS1022                          STATION DESCRIPTION
 JS1022
 JS1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS1022'4.3 MI S FROM SACRAMENTO.
 JS1022'AT THE SACRAMENTO MUNICIPAL AIRPORT, AT THE NORTH END OF THE
 JS1022'NORTH-SOUTH RUNWAY, ALONG THE CENTERLINES OF NORTH-SOUTH RUNWAY
 JS1022'AND THE EAST-WEST TAXIWAY ALONG NORTH SIDE OF FIELD, SET IN
 JS1022'CONCRETE POURED INTO HOLE CUT IN ASPHALT PAVING, 25.0 FEET SOUTH
 JS1022'OF THE NORTH END OF THE RUNWAY AND NORTH SIDE OF THE TAXIWAY.
 JS1022'NOTE-- TO REACH SACRAMENTO MUNICIPAL AIRPORT FROM THE JUNCTION
 JS1022'OF CAPITOL AVENUE AND 21ST STREET AT SACRAMENTO GO SOUTH 4.3
 JS1022'MILES ALONG 21ST STREET AND FREEPORT ROAD TO THE MAIN GATE TO
 JS1022'AIRPORT.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 JS1022'3 19.62 00+0 0+25.
 JS1022
 JS1022                          STATION RECOVERY (1966)
 JS1022
 JS1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1022'STATION IS LOCATED AT THE SACRAMENTO EXECUTIVE AIRPORT AT THE NORTH
 JS1022'END OF PAVEMENT FOR RUNWAY END 16.
 JS1022'IT IS 55.4 FT (16.89 M) SOUTHEAST OF THE SOUTHERN CORNER OF A T-HANGAR
 JS1022'NORTH OF THE RUNWAY END, 129.5 FT (39.47 M) SOUTHWEST OF THE
 JS1022'SOUTHWEST CORNER OF THE CONCRETE BASE FOR A RUNWAY END SIGN, 149.8 FT
 JS1022'(45.66 M) WEST-SOUTHWEST OF THE SOUTH END OF A SIGN, 11.3 FT
 JS1022'(3.44 M) SOUTH OF THE END OF THE RECTANGLE FORMED WHEN THE PAVEMENT
 JS1022'IS SQUARED OFF AT THE PROJECTION OF THE RUNWAY, AND 4.4 FT (1.34 M)
 JS1022'NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE RUNWAY EXTENDED AND
 JS1022'THE INTERSECTION OF TAXIWAY CENTERLINES EXTENDED.
 JS1022'STATION IS SET INTO THE ASPHALT PAVEMENT AT THE PROJECTION OF THE
 JS1022'RUNWAY CENTERLINE.
 JS1022
 JS1022                          STATION RECOVERY (1986)
 JS1022
 JS1022'RECOVERY NOTE BY US POWER SQUADRON 1986 (TOC)
 JS1022'RECOVERED IN GOOD CONDITION.
 JS1022
 JS1022                          STATION RECOVERY (1991)
 JS1022
 JS1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JS1022'THE STATION IS LOCATED AT THE SACRAMENTO EXECUTIVE AIRPORT AT THE
 JS1022'NORTH END OF THE PAVEMENT FOR RUNWAY END 16.  THE STATION IS 55.4 FT
 JS1022'(16.9 M) SE OF THE SOUTHERN CORNER OF A T HANGAR, 129.5 FT (39.5 M) SW
 JS1022'OF THE SW CORNER OF THE CONCRETE BASE FOR A RUNWAY END SIGN, 149.8 FT
 JS1022'(45.7 M) WSW OF THE SOUTH END OF A SIGN, 11.3 FT (3.4 M) SOUTH OF THE
 JS1022'OLD RUNWAY END 16, AND 4.4 FT (1.3 M) NORTH OF THE INTERSECTION OF THE
 JS1022'CL OF THE RUNWAY EXTENDED AND THE EAST WEST TAXIWAYS.  THE STATION IS
 JS1022'A USE DISK STAMPED 3 19.62 00+0 25 AND SET FLUSH WITH THE ASPHALT.
 JS1022
 JS1022                          STATION RECOVERY (1992)
 JS1022
 JS1022'RECOVERED 1992
 JS1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3972 ***********************************************************************
 EW3972  DESIGNATION -  3 USGS
 EW3972  PID         -  EW3972
 EW3972  STATE/COUNTY-  CA/LOS ANGELES
 EW3972  USGS QUAD   -  TOPANGA (1991)
 EW3972
 EW3972                         *CURRENT SURVEY CONTROL
 EW3972  ___________________________________________________________________
 EW3972* NAD 83(1986)-  34 01 35.     (N)    118 30 48.     (W)     SCALED    
 EW3972* NAVD 88     -        50.25   (+/-2cm)     164.9    (feet)  VERTCON   
 EW3972  ___________________________________________________________________
 EW3972  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 EW3972  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3972
 EW3972.The horizontal coordinates were scaled from a topographic map and have
 EW3972.an estimated accuracy of +/- 6 seconds.
 EW3972
 EW3972.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3972.The vertical order pertains to the NGVD 29 superseded value.
 EW3972
 EW3972.The geoid height was determined by GEOID03.
 EW3972
 EW3972;                    North         East    Units  Estimated Accuracy
 EW3972;SPC CA 5     -   558,510.    1,952,590.      MT  (+/- 180 meters Scaled)
 EW3972
 EW3972                          SUPERSEDED SURVEY CONTROL
 EW3972
 EW3972  NGVD 29 (??/??/92)   49.49   (m)          162.4    (f) COMPUTED    1 1
 EW3972
 EW3972.Superseded values are not recommended for survey control.
 EW3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3972.See file dsdata.txt to determine how the superseded data were derived.
 EW3972
 EW3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT602661(NAD 83)
 EW3972_MARKER: DD = SURVEY DISK
 EW3972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3972_STAMPING: 3 1922
 EW3972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3972+STABILITY: SURFACE MOTION
 EW3972
 EW3972  HISTORY     - Date     Condition        Report By
 EW3972  HISTORY     - 1922     MONUMENTED       USGS
 EW3972  HISTORY     - 1968     GOOD             NGS
 EW3972  HISTORY     - 1968     GOOD             CA-037
 EW3972
 EW3972                          STATION DESCRIPTION
 EW3972
 EW3972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW3972'AT SANTA MONICA.
 EW3972'LOCATED AT THE NORTH CORNER OF THE JUNCTION OF OCEAN AVENUE AND
 EW3972'SAN VICENTE BOULEVARD AND BETWEEN THE CURB AND THE SIDEWALK, 7
 EW3972'FEET WEST OF A FIRE HYDRANT, 2.5 FEET NORTH OF THE NORTH CURB OF
 EW3972'THE AVENUE, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3
 EW3972'INCHES ABOVE THE SURFACE OF THE GROUND.
 EW3972
 EW3972                          STATION RECOVERY (1968)
 EW3972
 EW3972'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW3972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0553 ***********************************************************************
 DB0553  DESIGNATION -  3 USN
 DB0553  PID         -  DB0553
 DB0553  STATE/COUNTY-  CA/IMPERIAL
 DB0553  USGS QUAD   -  HOLTVILLE EAST (1979)
 DB0553
 DB0553                         *CURRENT SURVEY CONTROL
 DB0553  ___________________________________________________________________
 DB0553* NAD 83(1986)-  32 50 29.     (N)    115 16 35.     (W)     SCALED    
 DB0553* NAVD 88     -        17.19   (+/-2cm)      56.4    (feet)  VERTCON   
 DB0553  ___________________________________________________________________
 DB0553  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DB0553  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0553
 DB0553.The horizontal coordinates were scaled from a topographic map and have
 DB0553.an estimated accuracy of +/- 6 seconds.
 DB0553
 DB0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0553.The vertical order pertains to the NGVD 29 superseded value.
 DB0553
 DB0553.The geoid height was determined by GEOID03.
 DB0553
 DB0553;                    North         East    Units  Estimated Accuracy
 DB0553;SPC CA 6     -   575,250.    2,091,150.      MT  (+/- 180 meters Scaled)
 DB0553
 DB0553                          SUPERSEDED SURVEY CONTROL
 DB0553
 DB0553  NGVD 29 (??/??/??)   16.487  (m)           54.09   (f) ADJUSTED    1 2
 DB0553
 DB0553.Superseded values are not recommended for survey control.
 DB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0553.See file dsdata.txt to determine how the superseded data were derived.
 DB0553
 DB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS613350(NAD 83)
 DB0553_MARKER: N = NAIL
 DB0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0553_SP_SET: SIDEWALK
 DB0553_STAMPING: BM NO 3 EL 54.10
 DB0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0553
 DB0553  HISTORY     - Date     Condition        Report By
 DB0553  HISTORY     - UNK      MONUMENTED       DOD
 DB0553  HISTORY     - 1945     GOOD             NGS
 DB0553  HISTORY     - 1965     MARK NOT FOUND   NGS
 DB0553
 DB0553                          STATION DESCRIPTION
 DB0553
 DB0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0553'AT HOLTVILLE.
 DB0553'AT AIR STATION SET IN THE CONCRETE SIDEWALK, 6-INCHES NORTHWEST
 DB0553'OF THE NORTHWEST FACE OF BUILDING NUMBER 26, 6 INCHES NORTHEAST
 DB0553'OF THE SOUTHWEST EDGE OF THE WALK.  AN ALUMINUM TAG NAILED TO THE
 DB0553'WALL ABOVE THE MARK IS STAMPED BM. NO. 3 EL. 54.10.  A COPPER
 DB0553'NAIL, SET IN A LEAD PLUG.  NOTE-- THE HOLTVILLE NAVAL AUXILIARY
 DB0553'AIR STATION IS NOW THE IMPERIAL VALLEY TUBERCULOSIS SANITARIUM.
 DB0553
 DB0553                          STATION RECOVERY (1965)
 DB0553
 DB0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DB0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0790 ***********************************************************************
 DC0790  DESIGNATION -  3 USN
 DC0790  PID         -  DC0790
 DC0790  STATE/COUNTY-  CA/SAN DIEGO
 DC0790  USGS QUAD   -  POINT LOMA (1994)
 DC0790
 DC0790                         *CURRENT SURVEY CONTROL
 DC0790  ___________________________________________________________________
 DC0790* NAD 83(1986)-  32 42 10.     (N)    117 11 43.     (W)     SCALED    
 DC0790* NAVD 88     -        10.16   (+/-2cm)      33.3    (feet)  VERTCON   
 DC0790  ___________________________________________________________________
 DC0790  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DC0790  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0790
 DC0790.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0790
 DC0790.The horizontal coordinates were scaled from a topographic map and have
 DC0790.an estimated accuracy of +/- 6 seconds.
 DC0790
 DC0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0790.The vertical order pertains to the NGVD 29 superseded value.
 DC0790
 DC0790.The geoid height was determined by GEOID03.
 DC0790
 DC0790;                    North         East    Units  Estimated Accuracy
 DC0790;SPC CA 6     -   559,860.    1,911,370.      MT  (+/- 180 meters Scaled)
 DC0790
 DC0790                          SUPERSEDED SURVEY CONTROL
 DC0790
 DC0790  NGVD 29 (??/??/??)    9.526  (m)           31.25   (f) ADJUSTED    1 2
 DC0790
 DC0790.Superseded values are not recommended for survey control.
 DC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0790.See file dsdata.txt to determine how the superseded data were derived.
 DC0790
 DC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS816183(NAD 83)
 DC0790_MARKER: N = NAIL
 DC0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0790_SP_SET: CONCRETE CURB
 DC0790_STAMPING: BM NO 3 EL 34.03
 DC0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0790
 DC0790  HISTORY     - Date     Condition        Report By
 DC0790  HISTORY     - UNK      MONUMENTED       DOD
 DC0790  HISTORY     - 1955     GOOD             NGS
 DC0790  HISTORY     - 1962     GOOD             DOD
 DC0790
 DC0790                          STATION DESCRIPTION
 DC0790
 DC0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0790'AT SAN DIEGO NAVAL AIR STATION.
 DC0790'AT SAN DIEGO NAVAL AIR STATION, AT THE T JUNCTION OF QUENTIN
 DC0790'ROOSEVELT BOULEVARD AND A ROAD, IN THE TOP OF THE NORTHWEST
 DC0790'CONCRETE CURB OF THE BOULEVARD, IN LINE WITH THE CENTER LINE
 DC0790'OF THE ROAD, 12.7 FEET NORTHWEST OF THE CENTER LINE OF THE
 DC0790'BOULEVARD, 3.9 FEET SOUTHEAST OF A 2-INCH IRON PIPE SUPPORTING
 DC0790'SIGN CORONADO, 0.3 FOOT NORTHEAST OF A COPPER PLATE STAMPED
 DC0790'B.M. NO 3 EL 34.03, AND SET IN A LEADFILLED HOLE.
 DC0790
 DC0790                          STATION RECOVERY (1962)
 DC0790
 DC0790'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DC0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0256 ***********************************************************************
 DW0256  DESIGNATION -  3 USN
 DW0256  PID         -  DW0256
 DW0256  STATE/COUNTY-  CA/IMPERIAL
 DW0256  USGS QUAD   -  KANE SPRING NE (1992)
 DW0256
 DW0256                         *CURRENT SURVEY CONTROL
 DW0256  ___________________________________________________________________
 DW0256* NAD 83(1986)-  33 11 34.     (N)    115 50 11.     (W)     SCALED    
 DW0256* NAVD 88     -       -68.03   (+/-2cm)    -223.2    (feet)  VERTCON   
 DW0256  ___________________________________________________________________
 DW0256  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DW0256  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0256
 DW0256.The horizontal coordinates were scaled from a topographic map and have
 DW0256.an estimated accuracy of +/- 6 seconds.
 DW0256
 DW0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0256.The vertical order pertains to the NGVD 29 superseded value.
 DW0256
 DW0256.The geoid height was determined by GEOID03.
 DW0256
 DW0256;                    North         East    Units  Estimated Accuracy
 DW0256;SPC CA 6     -   613,880.    2,038,570.      MT  (+/- 180 meters Scaled)
 DW0256
 DW0256                          SUPERSEDED SURVEY CONTROL
 DW0256
 DW0256  NGVD 29 (??/??/??)  -68.671  (m)         -225.30   (f) ADJUSTED    1 2
 DW0256
 DW0256.Superseded values are not recommended for survey control.
 DW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0256.See file dsdata.txt to determine how the superseded data were derived.
 DW0256
 DW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS084732(NAD 83)
 DW0256_MARKER: Z = SEE DESCRIPTION
 DW0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0256_SP_SET: STEP
 DW0256_STAMPING: BM NO 3 EL 225.35
 DW0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0256
 DW0256  HISTORY     - Date     Condition        Report By
 DW0256  HISTORY     - UNK      MONUMENTED       DOD
 DW0256  HISTORY     - 1952     GOOD             NGS
 DW0256  HISTORY     - 1956     GOOD             NGS
 DW0256
 DW0256                          STATION DESCRIPTION
 DW0256
 DW0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DW0256'AT SALTON SEA TEST BASE.
 DW0256'AT SALTON SEA TEST BASE (AEC), IMPERIAL COUNTY, AT THE EAST END
 DW0256'OF BUILDING 6, IN THE CONCRETE STEP AT THE SOUTH ENTRANCE, AND
 DW0256'BELOW A METAL PLATE STAMPED BM NO. 3 EL. 225.35. A BRASS SCREW
 DW0256'IN A LEAD-FILLED HOLE.  NOTE-- BUILDING NO. 6 HAS BEEN DESTROYED.
 DW0256
 DW0256                          STATION RECOVERY (1956)
 DW0256
 DW0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DW0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0604 ***********************************************************************
 DW0604  DESIGNATION -  3 V MWDSC
 DW0604  PID         -  DW0604
 DW0604  STATE/COUNTY-  CA/RIVERSIDE
 DW0604  USGS QUAD   -  VICTORY PASS (1987)
 DW0604
 DW0604                         *CURRENT SURVEY CONTROL
 DW0604  ___________________________________________________________________
 DW0604* NAD 83(1986)-  33 50 09.     (N)    115 23 10.     (W)     SCALED    
 DW0604* NAVD 88     -       219.51   (+/-2cm)     720.2    (feet)  VERTCON   
 DW0604  ___________________________________________________________________
 DW0604  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DW0604  VERT ORDER  -  FIRST     CLASS II (See Below)
 DW0604
 DW0604.The horizontal coordinates were scaled from a topographic map and have
 DW0604.an estimated accuracy of +/- 6 seconds.
 DW0604
 DW0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0604.The vertical order pertains to the NGVD 29 superseded value.
 DW0604
 DW0604.The geoid height was determined by GEOID03.
 DW0604
 DW0604;                    North         East    Units  Estimated Accuracy
 DW0604;SPC CA 6     -   685,450.    2,079,960.      MT  (+/- 180 meters Scaled)
 DW0604
 DW0604                          SUPERSEDED SURVEY CONTROL
 DW0604
 DW0604  NGVD 29 (??/??/??)  218.837  (m)          717.97   (f) ADJUSTED    1 2
 DW0604
 DW0604.Superseded values are not recommended for survey control.
 DW0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0604.See file dsdata.txt to determine how the superseded data were derived.
 DW0604
 DW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT493451(NAD 83)
 DW0604_MARKER: DD = SURVEY DISK
 DW0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0604_STAMPING: 3 V 1931
 DW0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0604+STABILITY: SURFACE MOTION
 DW0604
 DW0604  HISTORY     - Date     Condition        Report By
 DW0604  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0604  HISTORY     - 1976     MARK NOT FOUND   NGS
 DW0604
 DW0604                          STATION DESCRIPTION
 DW0604
 DW0604'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0604'8.8 MI N FROM DESERT CENTER.
 DW0604'ABOUT 8-3/4 MILES NORTH OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0604'5.1 MILES NORTH ALONG AN OLD ROAD FROM BOULDER WELL, IN THE NORTH
 DW0604'PART OF CHUCKAWALLA VALLEY BETWEEN EAGLE AND COXCOMB MOUNTAINS,
 DW0604'ABOUT 1000 FEET EAST OF THE ROAD, ABOUT 500 FEET WEST OF THE
 DW0604'MAIN DRAIN OF THE VALLEY, IN A GROVE OF SMOKE TREES, AND
 DW0604'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DW0604'CALIFORNIA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 DW0604'NOTE-- THE FENCE SURROUNDING THE BENCH MARK IS A 1-INCH BY 2-INCH
 DW0604'GUARDRAIL WITH A 2-INCH BY 2-INCH POLE AND FLAG PLACED AT ONE
 DW0604'CORNER.
 DW0604
 DW0604                          STATION RECOVERY (1976)
 DW0604
 DW0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0604'SEARCHED FOR BUT NOT RECOVERED 1976.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0603 ***********************************************************************
 DW0603  DESIGNATION -  3 W MWDSC
 DW0603  PID         -  DW0603
 DW0603  STATE/COUNTY-  CA/RIVERSIDE
 DW0603  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0603
 DW0603                         *CURRENT SURVEY CONTROL
 DW0603  ___________________________________________________________________
 DW0603* NAD 83(1986)-  33 50 50.     (N)    115 20 46.     (W)     SCALED    
 DW0603* NAVD 88     -       271.62   (+/-2cm)     891.1    (feet)  VERTCON   
 DW0603  ___________________________________________________________________
 DW0603  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DW0603  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0603
 DW0603.The horizontal coordinates were scaled from a topographic map and have
 DW0603.an estimated accuracy of +/- 6 seconds.
 DW0603
 DW0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0603.The vertical order pertains to the NGVD 29 superseded value.
 DW0603
 DW0603.The geoid height was determined by GEOID03.
 DW0603
 DW0603;                    North         East    Units  Estimated Accuracy
 DW0603;SPC CA 6     -   686,750.    2,083,650.      MT  (+/- 180 meters Scaled)
 DW0603
 DW0603                          SUPERSEDED SURVEY CONTROL
 DW0603
 DW0603  NGVD 29 (??/??/??)  270.942  (m)          888.92   (f) ADJUSTED    1 1
 DW0603
 DW0603.Superseded values are not recommended for survey control.
 DW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0603.See file dsdata.txt to determine how the superseded data were derived.
 DW0603
 DW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT530464(NAD 83)
 DW0603_MARKER: DB = BENCH MARK DISK
 DW0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0603_STAMPING: 3 W 1931
 DW0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0603+STABILITY: SURFACE MOTION
 DW0603
 DW0603  HISTORY     - Date     Condition        Report By
 DW0603  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0603  HISTORY     - 1976     GOOD             NGS
 DW0603
 DW0603                          STATION DESCRIPTION
 DW0603
 DW0603'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0603'9.8 MI N FROM DESERT CENTER.
 DW0603'ABOUT 9-3/4 MILES NORTH OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0603'ABOUT 1-1/2 MILES NORTHEAST OF THE OLD ROAD FROM BOULDER WELL,
 DW0603'ABOUT 500 FEET WEST OF THE BASE OF COXCOMB MOUNTAINS, ABOUT
 DW0603'500 FEET SOUTHWEST OF THE PRELIMINARY LOCATION SURVEY WEST
 DW0603'TUNNEL-PORTAL AT STATION 4550+58=4589+75.2, ON THE NORTH EDGE
 DW0603'OF A DEEP WASH, AND SURROUNDED BY A FENCE.  A METROPOLITAN
 DW0603'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, SET IN THE
 DW0603'TOP OF A CONCRETE POST.  NOTE-- THE FENCE SURROUNDING THE BENCH
 DW0603'MARK IS A 1-INCH BY 2-INCH GUARDRAIL WITH A 2-INCH BY 2-INCH
 DW0603'POLE AND FLAG PLACED AT ONE CORNER.
 DW0603
 DW0603                          STATION RECOVERY (1976)
 DW0603
 DW0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0603'0.1 MILE EAST ALONG RAGSDALE ROAD FROM THE POST OFFICE AT DESERT
 DW0603'CENTER THENCE 8.1 MILES NORTHEAST ALONG HIGHWAY 177 THENCE 4.7 MILES
 DW0603'NORTHWEST ALONG A GRAVEL ROAD LEADING TO AQUEDUCT, 0.4 MILE NORTHEAST
 DW0603'OF THE ROAD, 1000 FT. SOUTHWEST OF THE BASE OF THE MOUNTAINS, 0.5 MILE
 DW0603'EAST OF STATION FLAT. 110 FT. NORTH OF A 15 FT. DEEP ROACK WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0602 ***********************************************************************
 DW0602  DESIGNATION -  3 X MWDSC
 DW0602  PID         -  DW0602
 DW0602  STATE/COUNTY-  CA/RIVERSIDE
 DW0602  USGS QUAD   -  EAST OF VICTORY PASS (1987)
 DW0602
 DW0602                         *CURRENT SURVEY CONTROL
 DW0602  ___________________________________________________________________
 DW0602* NAD 83(1986)-  33 50 51.     (N)    115 20 46.     (W)     SCALED    
 DW0602* NAVD 88     -       276.84   (+/-2cm)     908.3    (feet)  VERTCON   
 DW0602  ___________________________________________________________________
 DW0602  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DW0602  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0602
 DW0602.The horizontal coordinates were scaled from a topographic map and have
 DW0602.an estimated accuracy of +/- 6 seconds.
 DW0602
 DW0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0602.The vertical order pertains to the NGVD 29 superseded value.
 DW0602
 DW0602.The geoid height was determined by GEOID03.
 DW0602
 DW0602;                    North         East    Units  Estimated Accuracy
 DW0602;SPC CA 6     -   686,780.    2,083,650.      MT  (+/- 180 meters Scaled)
 DW0602
 DW0602                          SUPERSEDED SURVEY CONTROL
 DW0602
 DW0602  NGVD 29 (??/??/??)  276.160  (m)          906.03   (f) ADJUSTED    1 1
 DW0602
 DW0602.Superseded values are not recommended for survey control.
 DW0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0602.See file dsdata.txt to determine how the superseded data were derived.
 DW0602
 DW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT530464(NAD 83)
 DW0602_MARKER: DD = SURVEY DISK
 DW0602_SETTING: 66 = SET IN ROCK OUTCROP
 DW0602_SP_SET: BEDROCK
 DW0602_STAMPING: 3 X 1931
 DW0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DW0602+STABILITY: POSITION/ELEVATION WELL
 DW0602
 DW0602  HISTORY     - Date     Condition        Report By
 DW0602  HISTORY     - 1931     MONUMENTED       MWDSC
 DW0602  HISTORY     - 1976     GOOD             NGS
 DW0602
 DW0602                          STATION DESCRIPTION
 DW0602
 DW0602'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DW0602'9.5 MI N FROM DESERT CENTER.
 DW0602'ABOUT 9-1/2 MILES NORTH OF DESERT CENTER, RIVERSIDE COUNTY,
 DW0602'ABOUT 1-1/2 MILES NORTHEAST OF THE OLD ROAD FROM BOULDER WELL,
 DW0602'ABOUT 1000 FEET WEST OF THE BASE OF COXCOMB MOUNTAINS, ABOUT
 DW0602'1500 FEET SOUTHWEST OF THE PRELIMINARY LOCATION SURVEY WEST
 DW0602'TUNNEL-PORTAL AT STATION 4550+58=4589+75.2, AND IN BEDROCK.
 DW0602'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DW0602'DISK, MARKED WITH A TEE.  NOTE-- THE TEE REFERRED TO IS A 2-INCH
 DW0602'BY 2-INCH BY 6-FOOT POLE WITH A CROSS ARM AND A RED FLAG.
 DW0602
 DW0602                          STATION RECOVERY (1976)
 DW0602
 DW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0602'0.1 MILE EAST ON RAGSDALE ROAD FROM THE POST OFFICE AT DESERT CENTER
 DW0602'THENCE 8.1 MILES NORTHEAST ALONG HIGHWAY 177 THENCE 4.5 MILES
 DW0602'NORTHWEST ALONG A GRAVEL ROAD LEADING 70 AQUEDUCT, 0.4 MILE NORTHEAST
 DW0602'OF THE ROAD, 2000 FT. FROM THE BASE OF THE MOUNTAINS, 0.6 MILE EAST
 DW0602'OF STATION FLAT, 5 FT. SOUTH OF A 5 FT. CAIRN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3751 ***********************************************************************
 HS3751  DESIGNATION -  3.24 EBMUD
 HS3751  PID         -  HS3751
 HS3751  STATE/COUNTY-  CA/CONTRA COSTA
 HS3751  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3751
 HS3751                         *CURRENT SURVEY CONTROL
 HS3751  ___________________________________________________________________
 HS3751* NAD 83(1986)-  37 56 21.     (N)    121 35 06.     (W)     SCALED    
 HS3751* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 HS3751  ___________________________________________________________________
 HS3751  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HS3751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3751
 HS3751.The horizontal coordinates were scaled from a topographic map and have
 HS3751.an estimated accuracy of +/- 6 seconds.
 HS3751
 HS3751.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3751.The vertical order pertains to the NGVD 29 superseded value.
 HS3751
 HS3751.The geoid height was determined by GEOID03.
 HS3751
 HS3751;                    North         East    Units  Estimated Accuracy
 HS3751;SPC CA 3     -   660,270.    1,904,630.      MT  (+/- 180 meters Scaled)
 HS3751
 HS3751                          SUPERSEDED SURVEY CONTROL
 HS3751
 HS3751  NGVD 29 (??/??/92)    1.012  (m)            3.32   (f) ADJ UNCH    2 0
 HS3751
 HS3751.Superseded values are not recommended for survey control.
 HS3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3751.See file dsdata.txt to determine how the superseded data were derived.
 HS3751
 HS3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH243000(NAD 83)
 HS3751_MARKER: DD = SURVEY DISK
 HS3751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3751_SP_SET: CONCRETE BOX MANHOLE
 HS3751_STAMPING: STA P 2602 18.61 F 2602 17.31 ELEV 3.24
 HS3751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3751
 HS3751  HISTORY     - Date     Condition        Report By
 HS3751  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3751  HISTORY     - 1951     GOOD             NGS
 HS3751  HISTORY     - 1966     GOOD             NGS
 HS3751
 HS3751                          STATION DESCRIPTION
 HS3751
 HS3751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3751'1.2 MI W FROM ORWOOD.
 HS3751'1.2 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 HS3751'FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER AT ORWOOD,
 HS3751'247.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AT THE
 HS3751'EBMUD TWIN 60-INCH PIPES, IN THE TOP OF THE APPROXIMATE CENTER OF
 HS3751'THE CONCRETE COLLAR ON THE NORTH PIPE AT THE EAST EDGE OF CONCRETE
 HS3751'BOX MANHOLE NO. 144, 74 FEET NORTH OF THE CENTER LINE OF ORWOOD
 HS3751'ROAD, 2.2 FEET EAST OF THE EAST EDGE OF THE MANHOLE, 2.5 FEET
 HS3751'WEST OF THE EAST EDGE OF THE CONCRETE COLLAR, AND SET ABOUT 5 FEET
 HS3751'LOWER THAN THE TRACKS.
 HS3751
 HS3751                          STATION RECOVERY (1966)
 HS3751
 HS3751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3750 ***********************************************************************
 HS3750  DESIGNATION -  3.50 EBMUD
 HS3750  PID         -  HS3750
 HS3750  STATE/COUNTY-  CA/CONTRA COSTA
 HS3750  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3750
 HS3750                         *CURRENT SURVEY CONTROL
 HS3750  ___________________________________________________________________
 HS3750* NAD 83(1986)-  37 56 21.     (N)    121 35 30.     (W)     SCALED    
 HS3750* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 HS3750  ___________________________________________________________________
 HS3750  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HS3750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3750
 HS3750.The horizontal coordinates were scaled from a topographic map and have
 HS3750.an estimated accuracy of +/- 6 seconds.
 HS3750
 HS3750.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3750.The vertical order pertains to the NGVD 29 superseded value.
 HS3750
 HS3750.The geoid height was determined by GEOID03.
 HS3750
 HS3750;                    North         East    Units  Estimated Accuracy
 HS3750;SPC CA 3     -   660,280.    1,904,050.      MT  (+/- 180 meters Scaled)
 HS3750
 HS3750                          SUPERSEDED SURVEY CONTROL
 HS3750
 HS3750  NGVD 29 (??/??/92)    1.096  (m)            3.60   (f) ADJ UNCH    2 0
 HS3750
 HS3750.Superseded values are not recommended for survey control.
 HS3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3750.See file dsdata.txt to determine how the superseded data were derived.
 HS3750
 HS3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH237000(NAD 83)
 HS3750_MARKER: DD = SURVEY DISK
 HS3750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3750_SP_SET: CONCRETE COLLAR
 HS3750_STAMPING: STA P 2625 31.58 F 2625 30.28 ELEV 3.50
 HS3750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3750
 HS3750  HISTORY     - Date     Condition        Report By
 HS3750  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3750  HISTORY     - 1951     GOOD             NGS
 HS3750  HISTORY     - 1966     GOOD             NGS
 HS3750
 HS3750                          STATION DESCRIPTION
 HS3750
 HS3750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3750'1.7 MI W FROM ORWOOD.
 HS3750'1.7 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 HS3750'FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER AT ORWOOD,
 HS3750'ABOUT 87 YARDS SOUTHWEST OF MILEPOLE NO. 1138, ABOUT 83 YARDS
 HS3750'SOUTH OF THE SOUTH RAIL, AT THE EBMUD TWIN 60-INCH PIPES, IN THE
 HS3750'TOP OF THE APPROXIMATE CENTER OF THE CONCRETE COLLAR ON THE NORTH
 HS3750'PIPE, AT THE EAST EDGE OF CONCRETE BOX MANHOLE NO. 145, 78 FEET
 HS3750'NORTH OF THE CENTER LINE OF ORWOOD ROAD, 2.3 FEET EAST OF THE EAST
 HS3750'EDGE OF A MANHOLE, 2.5 FEET WEST OF THE EAST EDGE OF THE COLLAR,
 HS3750'AND SET ABOUT 6 FEET LOWER THAN THE TRACKS.
 HS3750
 HS3750                          STATION RECOVERY (1966)
 HS3750
 HS3750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3749 ***********************************************************************
 HS3749  DESIGNATION -  3.80 EBMUD
 HS3749  PID         -  HS3749
 HS3749  STATE/COUNTY-  CA/CONTRA COSTA
 HS3749  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3749
 HS3749                         *CURRENT SURVEY CONTROL
 HS3749  ___________________________________________________________________
 HS3749* NAD 83(1986)-  37 56 22.     (N)    121 36 03.     (W)     SCALED    
 HS3749* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 HS3749  ___________________________________________________________________
 HS3749  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HS3749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3749
 HS3749.The horizontal coordinates were scaled from a topographic map and have
 HS3749.an estimated accuracy of +/- 6 seconds.
 HS3749
 HS3749.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3749.The vertical order pertains to the NGVD 29 superseded value.
 HS3749
 HS3749.The geoid height was determined by GEOID03.
 HS3749
 HS3749;                    North         East    Units  Estimated Accuracy
 HS3749;SPC CA 3     -   660,320.    1,903,240.      MT  (+/- 180 meters Scaled)
 HS3749
 HS3749                          SUPERSEDED SURVEY CONTROL
 HS3749
 HS3749  NGVD 29 (??/??/92)    1.187  (m)            3.89   (f) ADJ UNCH    2 0
 HS3749
 HS3749.Superseded values are not recommended for survey control.
 HS3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3749.See file dsdata.txt to determine how the superseded data were derived.
 HS3749
 HS3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH229000(NAD 83)
 HS3749_MARKER: DD = SURVEY DISK
 HS3749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3749_SP_SET: CONCRETE BOX MANHOLE
 HS3749_STAMPING: STA P 2648 44.77 F 2648 43.47 ELEV 5.53
 HS3749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3749
 HS3749  HISTORY     - Date     Condition        Report By
 HS3749  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3749  HISTORY     - 1963     GOOD             NGS
 HS3749  HISTORY     - 1966     GOOD             NGS
 HS3749
 HS3749                          STATION DESCRIPTION
 HS3749
 HS3749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS3749'2.1 MI W FROM ORWOOD.
 HS3749'2.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HS3749'FROM THE WEST END OF THE DRAWBRIDGE OVER OLD RIVER AT ORWOOD, IN
 HS3749'CONCRETE BOX MANHOLE 146, ABOUT 80 YARDS SOUTH OF THE TRACK, AT
 HS3749'TWIN 60-INCH PIPES OF THE EAST BAY MUNICIPAL UTILITY DISTRICT,
 HS3749'78 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET
 HS3749'LOWER THAN THE TRACKS.
 HS3749
 HS3749                          STATION RECOVERY (1966)
 HS3749
 HS3749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0056 ***********************************************************************
 HT0056  DESIGNATION -  30
 HT0056  PID         -  HT0056
 HT0056  STATE/COUNTY-  CA/ALAMEDA
 HT0056  USGS QUAD   -  OAKLAND EAST (1997)
 HT0056
 HT0056                         *CURRENT SURVEY CONTROL
 HT0056  ___________________________________________________________________
 HT0056* NAD 83(1986)-  37 51 56.     (N)    122 13 52.     (W)     SCALED    
 HT0056* NAVD 88     -       213.29   (+/-2cm)     699.8    (feet)  VERTCON   
 HT0056  ___________________________________________________________________
 HT0056  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HT0056  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0056
 HT0056.The horizontal coordinates were scaled from a topographic map and have
 HT0056.an estimated accuracy of +/- 6 seconds.
 HT0056
 HT0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0056.The vertical order pertains to the NGVD 29 superseded value.
 HT0056
 HT0056.The geoid height was determined by GEOID03.
 HT0056
 HT0056;                    North         East    Units  Estimated Accuracy
 HT0056;SPC CA 3     -   652,960.    1,847,690.      MT  (+/- 180 meters Scaled)
 HT0056
 HT0056                          SUPERSEDED SURVEY CONTROL
 HT0056
 HT0056  NGVD 29 (??/??/??)  212.440  (m)          696.98   (f) ADJUSTED    1 1
 HT0056
 HT0056.Superseded values are not recommended for survey control.
 HT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0056.See file dsdata.txt to determine how the superseded data were derived.
 HT0056
 HT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG676911(NAD 83)
 HT0056_MARKER: I = METAL ROD
 HT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0056_SP_SET: CONCRETE POST
 HT0056_MARK LOGO: CA2480
 HT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0056+STABILITY: SURFACE MOTION
 HT0056
 HT0056  HISTORY     - Date     Condition        Report By
 HT0056  HISTORY     - UNK      MONUMENTED       CA2480
 HT0056  HISTORY     - 1974     GOOD             NGS
 HT0056  HISTORY     - 1986     GOOD             USPSQD
 HT0056  HISTORY     - 1987     GOOD             USPSQD
 HT0056
 HT0056                          STATION DESCRIPTION
 HT0056
 HT0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HT0056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOES.
 HT0056'IN OAKLAND, ABOUT 0.8 MILE NORTHEAST ALONG CLAREMONT AVENUE FROM THE
 HT0056'JUNCTION OF STONEWALL ROAD, 32 FEET NORTH OF THE CENTER OF THE Y
 HT0056'JUNCTION OF CLAREMONT AVENUE AND ALVARADO ROAD, 11 FEET EAST OF THE
 HT0056'CENTERLINE OF THE AVENUE, 22 FEET SOUTHWEST OF A STEEL POLE FOR
 HT0056'STREET LIGHT, 8 FEET WEST OF THE EAST EDGE OF ASPHALT ROADWAY, AND IS
 HT0056'A BRASS ROD SET IN THE TOP OF A CONCRETE POST 1.2 FEET UNDERGROUND
 HT0056'ACCESS WHICH IS HAD THROUGH AN 8-INCH CAST IRON COVER.  THE EDGE OF
 HT0056'THE COVER IS MARKED BY THE NUMBER 30.
 HT0056
 HT0056                          STATION RECOVERY (1986)
 HT0056
 HT0056'RECOVERY NOTE BY US POWER SQUADRON 1986 (MJS)
 HT0056'RECOVERED IN GOOD CONDITION.
 HT0056
 HT0056                          STATION RECOVERY (1987)
 HT0056
 HT0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3127 ***********************************************************************
 AB3127  DESIGNATION -  30
 AB3127  PID         -  AB3127
 AB3127  STATE/COUNTY-  CA/LOS ANGELES
 AB3127  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3127
 AB3127                         *CURRENT SURVEY CONTROL
 AB3127  ___________________________________________________________________
 AB3127* NAD 83(1986)-  34 16 29.     (N)    118 31 41.     (W)     SCALED    
 AB3127* NAVD 88     -       346.955  (meters)    1138.30   (feet)  ADJUSTED  
 AB3127  ___________________________________________________________________
 AB3127  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AB3127  DYNAMIC HT  -         346.570 (meters)    1137.04  (feet)  COMP
 AB3127  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 AB3127
 AB3127  VERT ORDER  -  THIRD
 AB3127
 AB3127.The horizontal coordinates were scaled from a topographic map and have
 AB3127.an estimated accuracy of +/- 6 seconds.
 AB3127
 AB3127.The orthometric height was determined by differential leveling
 AB3127.and adjusted in November 1996.
 AB3127
 AB3127.The geoid height was determined by GEOID03.
 AB3127
 AB3127.The dynamic height is computed by dividing the NAVD 88
 AB3127.geopotential number by the normal gravity value computed on the
 AB3127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3127.degrees latitude (g = 980.6199 gals.).
 AB3127
 AB3127.The modeled gravity was interpolated from observed gravity values.
 AB3127
 AB3127;                    North         East    Units  Estimated Accuracy
 AB3127;SPC CA 5     -   586,060.    1,951,380.      MT  (+/- 180 meters Scaled)
 AB3127
 AB3127                          SUPERSEDED SURVEY CONTROL
 AB3127
 AB3127.No superseded survey control is available for this station.
 AB3127
 AB3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT593936(NAD 83)
 AB3127_MARKER: DD = SURVEY DISK
 AB3127_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB3127_SP_SET: MANHOLE STRUCTURE
 AB3127_STAMPING: BENCH MARK NO 30 1131.
 AB3127_MARK LOGO: CA1980
 AB3127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3127+STABILITY: SURFACE MOTION
 AB3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3127+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB3127
 AB3127  HISTORY     - Date     Condition        Report By
 AB3127  HISTORY     - UNK      MONUMENTED       CA1980
 AB3127  HISTORY     - 19940922 GOOD             MWDSC
 AB3127
 AB3127                          STATION DESCRIPTION
 AB3127
 AB3127'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3127'GRANADA HILLS, NEAR THE INTERSECTION OF SAN FERNANDO MISSION BLVD AND
 AB3127'EAST CHIMINEAS AVE, ON D W P R/W PATROL RD (IN NURSERY) 900 FEET
 AB3127'(274.3 M) NORTH OF BLVD, 19.8 M (65.0 FT) EAST OF CENTERLINE OF THE
 AB3127'EASTERLY TRANSMISSION LINES, 145.1 M (476.0 FT) NORTHEAST OF THE
 AB3127'NORTHEAST BASE OF THE WESTERLY TOWER NO 227, 137.5 M (451.0 FT)
 AB3127'NORTHEAST OF THE NORTHWEST BASE OF THE EASTERLY TOWER NO 475, AND 2.43
 AB3127'M (8.0 FT) NORTHWEST OF A WATER MANHOLE, IN TOP OF A (7.3 M) BY 26
 AB3127'FOOT (7.9 M) CONCRETE PROTECTIVE SLAB OVER PIPE IN THE NORTHWEST
 AB3127'CORNER OF A CONCRETE ACCESS STRUCTURE TO DWP PIPELINE.  A BUREAU OF
 AB3127'WATER WORKS AND SUPPLY 3 INCH BRASS DISK STAMPED NO 30 1131.--- SET
 AB3127'FLUSH.  REF MWD FB 4032 01 030 AND MWD LEVEL LINE NO 34 PG.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0938 ***********************************************************************
 DY0938  DESIGNATION -  30 32 B USE
 DY0938  PID         -  DY0938
 DY0938  STATE/COUNTY-  CA/LOS ANGELES
 DY0938  USGS QUAD   -  SEAL BEACH (1981)
 DY0938
 DY0938                         *CURRENT SURVEY CONTROL
 DY0938  ___________________________________________________________________
 DY0938* NAD 83(1986)-  33 44 57.     (N)    118 06 54.     (W)     SCALED    
 DY0938* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 DY0938  ___________________________________________________________________
 DY0938  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 DY0938  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0938
 DY0938.The horizontal coordinates were scaled from a topographic map and have
 DY0938.an estimated accuracy of +/- 6 seconds.
 DY0938
 DY0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0938.The vertical order pertains to the NGVD 29 superseded value.
 DY0938
 DY0938.The geoid height was determined by GEOID03.
 DY0938
 DY0938;                    North         East    Units  Estimated Accuracy
 DY0938;SPC CA 5     -   527,650.    1,989,340.      MT  (+/- 180 meters Scaled)
 DY0938
 DY0938                          SUPERSEDED SURVEY CONTROL
 DY0938
 DY0938  NGVD 29 (??/??/92)    1.94   (m)            6.4    (f) COMPUTED    1 2
 DY0938
 DY0938.Superseded values are not recommended for survey control.
 DY0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0938.See file dsdata.txt to determine how the superseded data were derived.
 DY0938
 DY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT967349(NAD 83)
 DY0938_MARKER: DD = SURVEY DISK
 DY0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0938_SP_SET: SIDEWALK
 DY0938_STAMPING: SG1
 DY0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0938
 DY0938  HISTORY     - Date     Condition        Report By
 DY0938  HISTORY     - UNK      MONUMENTED       DOD
 DY0938  HISTORY     - 1965     GOOD             NGS
 DY0938  HISTORY     - 1968     GOOD             NGS
 DY0938
 DY0938                          STATION DESCRIPTION
 DY0938
 DY0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0938'AT LONG BEACH.
 DY0938'AT THE LONG BEACH MARINA ON LOS ALAMITOS BAY, ABOUT 0.25 MILE
 DY0938'SOUTH OF THE MARINA BUILDING, ABOUT 200 FEET WEST OF THE
 DY0938'CENTERLINE OF MARINA DRIVE, 28-1/2 FEET WEST-SOUTHWEST OF A
 DY0938'FIREPLUG, 15 FEET NORTH-NORTHEAST OF A GANGWAY LEADING DOWN TO
 DY0938'A BOAT DOCK, 1 FOOT EAST OF A GUARDRAIL AND CEMENTED IN A DRILL
 DY0938'HOLE IN THE CONCRETE SIDEWALK.
 DY0938
 DY0938                          STATION RECOVERY (1968)
 DY0938
 DY0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DY0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0065 ***********************************************************************
 DX0065  DESIGNATION -  30 A
 DX0065  PID         -  DX0065
 DX0065  STATE/COUNTY-  CA/RIVERSIDE
 DX0065  USGS QUAD   -  ROCKHOUSE CANYON (1988)
 DX0065
 DX0065                         *CURRENT SURVEY CONTROL
 DX0065  ___________________________________________________________________
 DX0065* NAD 83(1986)-  33 45 17.     (N)    116 06 47.     (W)     SCALED    
 DX0065* NAVD 88     -       236.77   (+/-2cm)     776.8    (feet)  VERTCON   
 DX0065  ___________________________________________________________________
 DX0065  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DX0065  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0065
 DX0065.The horizontal coordinates were scaled from a topographic map and have
 DX0065.an estimated accuracy of +/- 6 seconds.
 DX0065
 DX0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0065.The vertical order pertains to the NGVD 29 superseded value.
 DX0065
 DX0065.The geoid height was determined by GEOID03.
 DX0065
 DX0065;                    North         East    Units  Estimated Accuracy
 DX0065;SPC CA 6     -   676,130.    2,012,690.      MT  (+/- 180 meters Scaled)
 DX0065
 DX0065                          SUPERSEDED SURVEY CONTROL
 DX0065
 DX0065  NGVD 29 (??/??/??)  236.084  (m)          774.55   (f) ADJUSTED    1 2
 DX0065
 DX0065.Superseded values are not recommended for survey control.
 DX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0065.See file dsdata.txt to determine how the superseded data were derived.
 DX0065
 DX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT821353(NAD 83)
 DX0065_MARKER: DD = SURVEY DISK
 DX0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0065_STAMPING: 30 A 1931
 DX0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0065+STABILITY: SURFACE MOTION
 DX0065
 DX0065  HISTORY     - Date     Condition        Report By
 DX0065  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0065  HISTORY     - 1955     GOOD             NGS
 DX0065  HISTORY     - 1985     GOOD             USGS
 DX0065
 DX0065                          STATION DESCRIPTION
 DX0065
 DX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0065'9.9 MI E FROM INDIO.
 DX0065'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0065'PACIFIC COMPANY RAILROAD STATION AT INDIO, THENCE 1.5 MILES
 DX0065'NORTHEAST ALONG U.S. HIGHWAY 60-70, THENCE 2.4 MILES NORTHEAST
 DX0065'ALONG DILLON ROAD, THENCE 3.5 MILES EAST ALONG FARGO CANYON ROAD,
 DX0065'THENCE 0.45 MILE NORTHWEST ALONG AQUDECUT ROAD, AT A LARGE WASH,
 DX0065'52 FEET NORTHWEST OF THE NORTHWEST BANK OF THE WASH, 1.5 FEET
 DX0065'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE GROUND, AND
 DX0065'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 DX0065'THE GROUND.  NOTE-- THIS MARK WAS PREVIOUSLY DESCRIBED AS BEING
 DX0065'6.0 MILES EAST-NORTHEAST OF INDIO.
 DX0065
 DX0065                          STATION RECOVERY (1985)
 DX0065
 DX0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0065'2.1 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0065'INTERSTATE HIGHWAY 10, THENCE 3.5 MILES EAST ALONG FARGO CANYON ROAD,
 DX0065'THENCE 0.45 MILE NORTHWEST ALONG THE OLD AQUEDUCT ROAD, AT A LARGE
 DX0065'WASH, ABOUT 230 FEET EAST OF ROAD SCAR (AQUEDUCT ROAD), 52 FEET
 DX0065'NORTHWEST OF THE NORTHWEST BANK OF THE WASH, 1.5 FEET SOUTHWEST OF A
 DX0065'WITNESS POST, ABOUT LEVEL WITH< THE GROUND, SET IN THE TOP OF A
 DX0065'CONCRETE POST, A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0065'TABLET STAMPED '30 A 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9052 ***********************************************************************
 JT9052  DESIGNATION -  30 A
 JT9052  PID         -  JT9052
 JT9052  STATE/COUNTY-  CA/NAPA
 JT9052  USGS QUAD   -  NAPA (1980)
 JT9052
 JT9052                         *CURRENT SURVEY CONTROL
 JT9052  ___________________________________________________________________
 JT9052* NAD 83(1986)-  38 19 42.     (N)    122 19 16.     (W)     SCALED    
 JT9052* NAVD 88     -        24.43   (+/-2cm)      80.2    (feet)  VERTCON   
 JT9052  ___________________________________________________________________
 JT9052  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT9052  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9052
 JT9052.The horizontal coordinates were scaled from a topographic map and have
 JT9052.an estimated accuracy of +/- 6 seconds.
 JT9052
 JT9052.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9052.The vertical order pertains to the NGVD 29 superseded value.
 JT9052
 JT9052.The geoid height was determined by GEOID03.
 JT9052
 JT9052;                    North         East    Units  Estimated Accuracy
 JT9052;SPC CA 2     -   573,500.    1,971,920.      MT  (+/- 180 meters Scaled)
 JT9052
 JT9052                          SUPERSEDED SURVEY CONTROL
 JT9052
 JT9052  NGVD 29 (??/??/92)   23.630  (m)           77.53   (f) ADJ UNCH    2 2
 JT9052
 JT9052.Superseded values are not recommended for survey control.
 JT9052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9052.See file dsdata.txt to determine how the superseded data were derived.
 JT9052
 JT9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593424(NAD 83)
 JT9052_MARKER: DD = SURVEY DISK
 JT9052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9052_SP_SET: CONCRETE POST
 JT9052_MARK LOGO: CA2330
 JT9052_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9052+STABILITY: SURFACE MOTION
 JT9052
 JT9052  HISTORY     - Date     Condition        Report By
 JT9052  HISTORY     - 1971     MONUMENTED       CA2330
 JT9052
 JT9052                          STATION DESCRIPTION
 JT9052
 JT9052'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9052'AT INTERSECTION OF TROWER AVENUE AND MAHER, 10 FT (3.0 M) SOUTH OF
 JT9052'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2317 ***********************************************************************
 DX2317  DESIGNATION -  30 A 41
 DX2317  PID         -  DX2317
 DX2317  STATE/COUNTY-  CA/ORANGE
 DX2317  USGS QUAD   -  ANAHEIM (1981)
 DX2317
 DX2317                         *CURRENT SURVEY CONTROL
 DX2317  ___________________________________________________________________
 DX2317* NAD 83(1986)-  33 49 59.     (N)    117 56 20.     (W)     SCALED    
 DX2317* NAVD 88     -        40.58   (+/-2cm)     133.1    (feet)  VERTCON   
 DX2317  ___________________________________________________________________
 DX2317  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DX2317  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2317
 DX2317.The horizontal coordinates were scaled from a topographic map and have
 DX2317.an estimated accuracy of +/- 6 seconds.
 DX2317
 DX2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2317.The vertical order pertains to the NGVD 29 superseded value.
 DX2317
 DX2317.The geoid height was determined by GEOID03.
 DX2317
 DX2317;                    North         East    Units  Estimated Accuracy
 DX2317;SPC CA 6     -   686,080.    1,843,680.      MT  (+/- 180 meters Scaled)
 DX2317
 DX2317                          SUPERSEDED SURVEY CONTROL
 DX2317
 DX2317  NGVD 29 (??/??/??)   39.906  (m)          130.92   (f) ADJUSTED    1 2
 DX2317
 DX2317.Superseded values are not recommended for survey control.
 DX2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2317.See file dsdata.txt to determine how the superseded data were derived.
 DX2317
 DX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT131440(NAD 83)
 DX2317_MARKER: DD = SURVEY DISK
 DX2317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2317_SP_SET: HEADWALL
 DX2317_STAMPING: BM 30 A 41
 DX2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2317
 DX2317  HISTORY     - Date     Condition        Report By
 DX2317  HISTORY     - UNK      MONUMENTED       CADH
 DX2317  HISTORY     - 1946     GOOD             NGS
 DX2317  HISTORY     - 1966     MARK NOT FOUND   NGS
 DX2317
 DX2317                          STATION DESCRIPTION
 DX2317
 DX2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DX2317'1.8 MI NW FROM ANAHEIM.
 DX2317'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM
 DX2317'STATION AT ANAHEIM, SET IN THE TOP OF A CONCRETE HEADWALL OF A
 DX2317'CULVERT, 300 FEET SOUTHEAST OF A POINT WHERE U.S. 101 HIGHWAY
 DX2317'LEAVES THE RAILROAD, 6.2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DX2317'0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, 1.1
 DX2317'FEET LOWER THAN THE TOP OF THE RAIL.  NOTE-- THE RAILROAD BED
 DX2317'HAS BEEN REBUILT IN THIS AREA AND THERE IS NO LONGER ANY EVIDENCE
 DX2317'OF THE CONCRETE CULVERT AND HEADWALL WHICH WAS DESCRIBED IN THE
 DX2317'ORIGINAL DESCRIPTION.
 DX2317
 DX2317                          STATION RECOVERY (1966)
 DX2317
 DX2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DX2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5555 ***********************************************************************
 AB5555  DESIGNATION -  30 A 92
 AB5555  PID         -  AB5555
 AB5555  STATE/COUNTY-  CA/RIVERSIDE
 AB5555  USGS QUAD   -  STEELE PEAK (1978)
 AB5555
 AB5555                         *CURRENT SURVEY CONTROL
 AB5555  ___________________________________________________________________
 AB5555* NAD 83(1986)-  33 51 55.     (N)    117 15 44.     (W)     SCALED    
 AB5555* NAVD 88     -       462.408  (meters)    1517.08   (feet)  ADJUSTED  
 AB5555  ___________________________________________________________________
 AB5555  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AB5555  DYNAMIC HT  -         461.883 (meters)    1515.36  (feet)  COMP
 AB5555  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 AB5555
 AB5555  VERT ORDER  -  FIRST     CLASS II
 AB5555
 AB5555.The horizontal coordinates were scaled from a topographic map and have
 AB5555.an estimated accuracy of +/- 6 seconds.
 AB5555
 AB5555.The orthometric height was determined by differential leveling
 AB5555.and adjusted in October 1996.
 AB5555
 AB5555.The geoid height was determined by GEOID03.
 AB5555
 AB5555.The dynamic height is computed by dividing the NAVD 88
 AB5555.geopotential number by the normal gravity value computed on the
 AB5555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5555.degrees latitude (g = 980.6199 gals.).
 AB5555
 AB5555.The modeled gravity was interpolated from observed gravity values.
 AB5555
 AB5555;                    North         East    Units  Estimated Accuracy
 AB5555;SPC CA 6     -   688,840.    1,906,340.      MT  (+/- 180 meters Scaled)
 AB5555
 AB5555                          SUPERSEDED SURVEY CONTROL
 AB5555
 AB5555.No superseded survey control is available for this station.
 AB5555
 AB5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT757472(NAD 83)
 AB5555_MARKER: DB = BENCH MARK DISK
 AB5555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5555_SP_SET: HEADWALL
 AB5555_STAMPING: BM 30-A-92
 AB5555_MARK LOGO: CADT  
 AB5555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5555+STABILITY: SURFACE MOTION
 AB5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5555+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB5555
 AB5555  HISTORY     - Date     Condition        Report By
 AB5555  HISTORY     - 1992     MONUMENTED       CADT
 AB5555
 AB5555                          STATION DESCRIPTION
 AB5555
 AB5555'DESCRIBED BY CALTRANS 1992
 AB5555'NEAR PERRIS, FROM THE INTERSECTION OF INTERSTATE 215 AND OLEANDER
 AB5555'AVENUE PROCEED WEST ALONG OLEANDER AVENUE 0.1 MILES (0.2 KM) TO A DIRT
 AB5555'ROAD LEADING NORTH, PROCEED NORTHERLY ALONG DIRT ROAD APPROXIMATELY
 AB5555'0.25 MILES (0.40 KM) TO A 23 FT (7.0 M) BY 61 FT (18.6 M) CONCRETE
 AB5555'CULVERT STRUCTURE AND MONUMENT.  FOUND A BRASS DISK STAMPED BM 30-A-92
 AB5555'RECESSED I INCH, IN TOP OF A THICK CONCRETE HEADWALL, 0.2 MILES (0.3
 AB5555'KM) NORTH ALONG RAILROAD TRACKS FROM THE INTERSECTION OF RAILROAD
 AB5555'TRACKS AND OLEANDER AVENUE BRIDGE, 77 FEET (23.5 M) WEST OF A
 AB5555'CHAIN-LINK FENCE, 12 FEET (3.7 M) EAST OF THE CENTERLINE OF THE
 AB5555'RAILROAD TRACKS.  REFERENCE MWD FB 4205 06 011.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0066 ***********************************************************************
 DX0066  DESIGNATION -  30 B
 DX0066  PID         -  DX0066
 DX0066  STATE/COUNTY-  CA/RIVERSIDE
 DX0066  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0066
 DX0066                         *CURRENT SURVEY CONTROL
 DX0066  ___________________________________________________________________
 DX0066* NAD 83(1986)-  33 45 30.     (N)    116 07 42.     (W)     SCALED    
 DX0066* NAVD 88     -       160.81   (+/-2cm)     527.6    (feet)  VERTCON   
 DX0066  ___________________________________________________________________
 DX0066  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX0066  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0066
 DX0066.The horizontal coordinates were scaled from a topographic map and have
 DX0066.an estimated accuracy of +/- 6 seconds.
 DX0066
 DX0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0066.The vertical order pertains to the NGVD 29 superseded value.
 DX0066
 DX0066.The geoid height was determined by GEOID03.
 DX0066
 DX0066;                    North         East    Units  Estimated Accuracy
 DX0066;SPC CA 6     -   676,530.    2,011,270.      MT  (+/- 180 meters Scaled)
 DX0066
 DX0066                          SUPERSEDED SURVEY CONTROL
 DX0066
 DX0066  NGVD 29 (??/??/??)  160.126  (m)          525.35   (f) ADJUSTED    1 2
 DX0066
 DX0066.Superseded values are not recommended for survey control.
 DX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0066.See file dsdata.txt to determine how the superseded data were derived.
 DX0066
 DX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT807357(NAD 83)
 DX0066_MARKER: DD = SURVEY DISK
 DX0066_SETTING: 66 = SET IN ROCK OUTCROP
 DX0066_SP_SET: BEDROCK
 DX0066_STAMPING: 30 B 1931
 DX0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0066+STABILITY: POSITION/ELEVATION WELL
 DX0066
 DX0066  HISTORY     - Date     Condition        Report By
 DX0066  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0066  HISTORY     - 1985     GOOD             USGS
 DX0066
 DX0066                          STATION DESCRIPTION
 DX0066
 DX0066'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0066'5.8 MI ENE FROM INDIO.
 DX0066'ABOUT 5-3/4 MILES EAST-NORTHEAST OF INDIO, RIVERSIDE COUNTY,
 DX0066'2.0 MILES NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE INTERSECTION
 DX0066'OF THE FARGO CANYON ROAD, 1.0 MILE SOUTHEAST OF THE INTERSECTION
 DX0066'OF THE BERDOO CANYON BRANCH OF THE AQUEDUCT ROAD, IN A POINT OF A
 DX0066'SHARP, ROCKY RIDGE ON THE SOUTH SIDE OF A LOW RANGE OF HILLS,
 DX0066'ABOUT 120 FEET NORTH OF THE AQUEDUCT ROAD, ABOUT 8 FEET ABOVE
 DX0066'THE TOE OF THE SLOPE, AND IN BEDROCK.  A METROPOLITAN WATER
 DX0066'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 30 B 1931
 DX0066'AND MARKED WITH A TEE.
 DX0066
 DX0066                          STATION RECOVERY (1985)
 DX0066
 DX0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0066'4.45 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0066'INTERSTATE HIHGWAY 10, THENCE 1.95 MILE SOUTHEAST ALONG A DIRT ROAD
 DX0066'THENCE 0.9 MILE SOUTHEAST ALONG THE TELEPHONE LINE ROAD, 1700 FEET
 DX0066'NORTHEAST OF ROAD, 120 FEET NORTH OF A SCAR FROM THE OLD ROAD, 1700
 DX0066'FEET NORTHEAST OF ROAD, 120 FEET NORTH OF A SCAR FROM THE OLD
 DX0066'AQUEDUCT ROAD IN THE POINT OF A SHARP ROCKY RIDGE, 16 FEET EAST OF
 DX0066'THE WEST END OF A BROWNISH OUTCROP, 6 FEET HIGHER THAN BASE OF
 DX0066'OUTCROP, A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA TABLET
 DX0066'IN OUTCROP AND STAMPED '30 B 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0724 ***********************************************************************
 HR0724  DESIGNATION -  30 B
 HR0724  PID         -  HR0724
 HR0724  STATE/COUNTY-  CA/MARIPOSA
 HR0724  USGS QUAD   -  EL CAPITAN (1992)
 HR0724
 HR0724                         *CURRENT SURVEY CONTROL
 HR0724  ___________________________________________________________________
 HR0724* NAD 83(1986)-  37 42 56.     (N)    119 40 40.     (W)     SCALED    
 HR0724* NAVD 88     -      1345.07   (+/-2cm)    4413.0    (feet)  VERTCON   
 HR0724  ___________________________________________________________________
 HR0724  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HR0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0724
 HR0724.The horizontal coordinates were scaled from a topographic map and have
 HR0724.an estimated accuracy of +/- 6 seconds.
 HR0724
 HR0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0724.The vertical order pertains to the NGVD 29 superseded value.
 HR0724
 HR0724.The geoid height was determined by GEOID03.
 HR0724
 HR0724;                    North         East    Units  Estimated Accuracy
 HR0724;SPC CA 3     -   635,220.    2,072,490.      MT  (+/- 180 meters Scaled)
 HR0724
 HR0724                          SUPERSEDED SURVEY CONTROL
 HR0724
 HR0724  NGVD 29 (??/??/92) 1343.937  (m)         4409.23   (f) ADJ UNCH    2 0
 HR0724
 HR0724.Superseded values are not recommended for survey control.
 HR0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0724.See file dsdata.txt to determine how the superseded data were derived.
 HR0724
 HR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB639776(NAD 83)
 HR0724_MARKER: DD = SURVEY DISK
 HR0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0724_SP_SET: TUNNEL DRAIN CURB
 HR0724_STAMPING: 4409 30 B 1934
 HR0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0724+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 HR0724
 HR0724  HISTORY     - Date     Condition        Report By
 HR0724  HISTORY     - 1934     MONUMENTED       USGS
 HR0724  HISTORY     - 1943     GOOD             NGS
 HR0724  HISTORY     - 20040803 GOOD             GEOCAC
 HR0724  HISTORY     - 20081108 GOOD             GEOCAC
 HR0724
 HR0724                          STATION DESCRIPTION
 HR0724
 HR0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0724'5.7 MI SW FROM OLD VILLAGE.
 HR0724'5.7 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0724'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0724'NATIONAL PARK, 1.6 MILES SOUTHWEST OF THE JUNCTION OF THE
 HR0724'WAWONA ROAD, AT WAWONA TUNNEL, 8 FEET EAST OF THE EAST PORTAL,
 HR0724'IN THE TOP OF THE EAST END OF THE NORTH CURB OF THE TUNNEL
 HR0724'DRAIN, AND IN LINE WITH THE NORTH WALL.  A UNITED STATES
 HR0724'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4409 30 B 1934.
 HR0724
 HR0724                          STATION RECOVERY (2004)
 HR0724
 HR0724'RECOVERY NOTE BY GEOCACHING 2004 (MJL)
 HR0724'RECOVERED IN GOOD CONDITION.  MARK WAS UNDER 1-2 INCHES OF DIRT AND
 HR0724'SAND.
 HR0724
 HR0724                          STATION RECOVERY (2008)
 HR0724
 HR0724'RECOVERY NOTE BY GEOCACHING 2008 (ADS)
 HR0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0849 ***********************************************************************
 JS0849  DESIGNATION -  30 B RESET 1973
 JS0849  PID         -  JS0849
 JS0849  STATE/COUNTY-  CA/SACRAMENTO
 JS0849  USGS QUAD   -  BUFFALO CREEK (1980)
 JS0849
 JS0849                         *CURRENT SURVEY CONTROL
 JS0849  ___________________________________________________________________
 JS0849* NAD 83(1986)-  38 30 06.     (N)    121 13 23.     (W)     SCALED    
 JS0849* NAVD 88     -        44.16   (+/-2cm)     144.9    (feet)  VERTCON   
 JS0849  ___________________________________________________________________
 JS0849  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JS0849  VERT ORDER  -  THIRD (See Below)
 JS0849
 JS0849.The horizontal coordinates were scaled from a topographic map and have
 JS0849.an estimated accuracy of +/- 6 seconds.
 JS0849
 JS0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0849.The vertical order pertains to the NGVD 29 superseded value.
 JS0849
 JS0849.The geoid height was determined by GEOID03.
 JS0849
 JS0849;                    North         East    Units  Estimated Accuracy
 JS0849;SPC CA 2     -   592,980.    2,067,770.      MT  (+/- 180 meters Scaled)
 JS0849
 JS0849                          SUPERSEDED SURVEY CONTROL
 JS0849
 JS0849  NGVD 29 (08/19/04)   43.43   (m)          142.5    (f) RESET       3  
 JS0849
 JS0849.Superseded values are not recommended for survey control.
 JS0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0849.See file dsdata.txt to determine how the superseded data were derived.
 JS0849
 JS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH549629(NAD 83)
 JS0849_MARKER: DD = SURVEY DISK
 JS0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0849_STAMPING: 30 B RESET 1973
 JS0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0849+STABILITY: SURFACE MOTION
 JS0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0849+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 JS0849
 JS0849  HISTORY     - Date     Condition        Report By
 JS0849  HISTORY     - 1973     MONUMENTED       NGS
 JS0849  HISTORY     - 20040412 GOOD             CADT
 JS0849
 JS0849                          STATION DESCRIPTION
 JS0849
 JS0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JS0849'1.8 MI W FROM SLOUGHHOUSE.
 JS0849'1.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 JS0849'SLOUGHHOUSE, THENCE 0.2 MILE SOUTHWEST ALONG GRANT LINE ROAD,
 JS0849'247 FEET SOUTHWEST OF THE NORTHWEST END OF A 48-INCH CONCRETE
 JS0849'PIPE CULVERT, 154 FEET NORTHEAST OF THE NORTHWEST END OF A 48-INCH
 JS0849'CONCRETE PIPE CULVERT, 29.3 FEET NORTHWEST OF THE CENTER LINE OF
 JS0849'THE ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, 0.6 FOOT
 JS0849'SOUTHEAST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JS0849'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 JS0849
 JS0849                          STATION RECOVERY (2004)
 JS0849
 JS0849'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1219 ***********************************************************************
 FT1219  DESIGNATION -  30 BIS
 FT1219  PID         -  FT1219
 FT1219  STATE/COUNTY-  CA/KERN
 FT1219  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1219
 FT1219                         *CURRENT SURVEY CONTROL
 FT1219  ___________________________________________________________________
 FT1219* NAD 83(1986)-  35 31 57.     (N)    117 56 04.     (W)     SCALED    
 FT1219* NAVD 88     -       931.070  (meters)    3054.69   (feet)  ADJUSTED  
 FT1219  ___________________________________________________________________
 FT1219  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FT1219  DYNAMIC HT  -         929.996 (meters)    3051.16  (feet)  COMP
 FT1219  MODELED GRAV-     979,449.1   (mgal)                       NAVD 88
 FT1219
 FT1219  VERT ORDER  -  FIRST     CLASS II
 FT1219
 FT1219.The horizontal coordinates were scaled from a topographic map and have
 FT1219.an estimated accuracy of +/- 6 seconds.
 FT1219
 FT1219.The orthometric height was determined by differential leveling
 FT1219.and adjusted in June 1991.
 FT1219
 FT1219.The geoid height was determined by GEOID03.
 FT1219
 FT1219.The dynamic height is computed by dividing the NAVD 88
 FT1219.geopotential number by the normal gravity value computed on the
 FT1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1219.degrees latitude (g = 980.6199 gals.).
 FT1219
 FT1219.The modeled gravity was interpolated from observed gravity values.
 FT1219
 FT1219;                    North         East    Units  Estimated Accuracy
 FT1219;SPC CA 5     -   725,470.    2,005,950.      MT  (+/- 180 meters Scaled)
 FT1219
 FT1219                          SUPERSEDED SURVEY CONTROL
 FT1219
 FT1219.No superseded survey control is available for this station.
 FT1219
 FT1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV152324(NAD 83)
 FT1219_MARKER: DB = BENCH MARK DISK
 FT1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1219_SP_SET: CONCRETE POST
 FT1219_STAMPING: 30 BIS 1966 3052
 FT1219_MARK LOGO: USGS  
 FT1219_PROJECTION: FLUSH
 FT1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1219+STABILITY: SURFACE MOTION
 FT1219
 FT1219  HISTORY     - Date     Condition        Report By
 FT1219  HISTORY     - 1966     MONUMENTED       USGS
 FT1219  HISTORY     - 1983     GOOD             NGS
 FT1219
 FT1219                          STATION DESCRIPTION
 FT1219
 FT1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1219'28.9 KM (17.9 MI) NORTH FROM CANTIL.
 FT1219'28.9 KM (17.95 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FT1219'AT CANTIL, 0.5 KM (0.35 MI) SOUTH OF MILEPOST 53, 14.9 METERS (49 FT)
 FT1219'EAST OF THE HIGHWAY CENTERLINE AND 46.3 METERS (152 FT) WEST OF THE
 FT1219'RIGHT OF WAY FENCE.
 FT1219'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FT1219'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0067 ***********************************************************************
 DX0067  DESIGNATION -  30 C
 DX0067  PID         -  DX0067
 DX0067  STATE/COUNTY-  CA/RIVERSIDE
 DX0067  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0067
 DX0067                         *CURRENT SURVEY CONTROL
 DX0067  ___________________________________________________________________
 DX0067* NAD 83(1986)-  33 45 56.     (N)    116 08 24.     (W)     SCALED    
 DX0067* NAVD 88     -       103.15   (+/-2cm)     338.4    (feet)  VERTCON   
 DX0067  ___________________________________________________________________
 DX0067  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX0067  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0067
 DX0067.The horizontal coordinates were scaled from a topographic map and have
 DX0067.an estimated accuracy of +/- 6 seconds.
 DX0067
 DX0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0067.The vertical order pertains to the NGVD 29 superseded value.
 DX0067
 DX0067.The geoid height was determined by GEOID03.
 DX0067
 DX0067;                    North         East    Units  Estimated Accuracy
 DX0067;SPC CA 6     -   677,330.    2,010,190.      MT  (+/- 180 meters Scaled)
 DX0067
 DX0067                          SUPERSEDED SURVEY CONTROL
 DX0067
 DX0067  NGVD 29 (??/??/??)  102.461  (m)          336.16   (f) ADJUSTED    1 2
 DX0067
 DX0067.Superseded values are not recommended for survey control.
 DX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0067.See file dsdata.txt to determine how the superseded data were derived.
 DX0067
 DX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT796364(NAD 83)
 DX0067_MARKER: DD = SURVEY DISK
 DX0067_SETTING: 66 = SET IN ROCK OUTCROP
 DX0067_SP_SET: BEDROCK
 DX0067_STAMPING: 30 C 1931
 DX0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0067+STABILITY: POSITION/ELEVATION WELL
 DX0067
 DX0067  HISTORY     - Date     Condition        Report By
 DX0067  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0067  HISTORY     - 1985     MARK NOT FOUND   USGS
 DX0067
 DX0067                          STATION DESCRIPTION
 DX0067
 DX0067'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0067'5.5 MI NE FROM INDIO.
 DX0067'ABOUT 5-1/2 MILES NORTHEAST OF INDIO, RIVERSIDE COUNTY, ABOUT
 DX0067'200 FEET NORTH OF THE JUNCTION OF THE MAIN AQUEDUCT AND THE
 DX0067'BERDOO CANYON BRANCH ROADS, ON THE NORTH SIDE OF A ROCKY RIDGE,
 DX0067'ABOUT 15 FEET ABOVE A WASH, AND IN BEDROCK.  A METROPOLITAN
 DX0067'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0067'30 C 1931 AND MARKED WITH A TEE.
 DX0067
 DX0067                          STATION RECOVERY (1985)
 DX0067
 DX0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0350 ***********************************************************************
 DY0350  DESIGNATION -  30 C OF LB
 DY0350  PID         -  DY0350
 DY0350  STATE/COUNTY-  CA/LOS ANGELES
 DY0350  USGS QUAD   -  LONG BEACH (1981)
 DY0350
 DY0350                         *CURRENT SURVEY CONTROL
 DY0350  ___________________________________________________________________
 DY0350* NAD 83(1986)-  33 47 24.     (N)    118 10 03.     (W)     SCALED    
 DY0350* NAVD 88     -         6.45   (+/-2cm)      21.2    (feet)  VERTCON   
 DY0350  ___________________________________________________________________
 DY0350  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0350
 DY0350.The horizontal coordinates were scaled from a topographic map and have
 DY0350.an estimated accuracy of +/- 6 seconds.
 DY0350
 DY0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0350.The vertical order pertains to the NGVD 29 superseded value.
 DY0350
 DY0350.The geoid height was determined by GEOID03.
 DY0350
 DY0350;                    North         East    Units  Estimated Accuracy
 DY0350;SPC CA 5     -   532,180.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0350
 DY0350                          SUPERSEDED SURVEY CONTROL
 DY0350
 DY0350  NGVD 29 (??/??/92)    5.669  (m)           18.60   (f) ADJ UNCH    1 2
 DY0350
 DY0350.Superseded values are not recommended for survey control.
 DY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0350.See file dsdata.txt to determine how the superseded data were derived.
 DY0350
 DY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919394(NAD 83)
 DY0350_MARKER: DD = SURVEY DISK
 DY0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0350_STAMPING: LB BM NO 30
 DY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0350+STABILITY: SURFACE MOTION
 DY0350
 DY0350  HISTORY     - Date     Condition        Report By
 DY0350  HISTORY     - UNK      MONUMENTED       CA1970
 DY0350  HISTORY     - 1958     GOOD             NGS
 DY0350  HISTORY     - 1965     GOOD             NGS
 DY0350
 DY0350                          STATION DESCRIPTION
 DY0350
 DY0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DY0350'AT LONG BEACH.
 DY0350'AT LONG BEACH, LOS ANGELES COUNTY, AT THE SOUTHEAST CORNER
 DY0350'OF THE INTERSECTION OF CHERRY AVENUE AND EAST PACIFIC COAST
 DY0350'HIGHWAY (U.S. HIGHWAY 101 ALT.), 38.2 FEET SOUTH OF THE SOUTH
 DY0350'CURB OF THE HIGHWAY, AND 6.5 FEET EAST OF THE CHERRY AVENUE CURB.
 DY0350'A CITY OF LONG BEACH STANDARD DISK, STAMPED LB BM NO 30 AND SET
 DY0350'IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND, ACCESS
 DY0350'TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE WITH A COVER MARKED
 DY0350'LB BM.
 DY0350
 DY0350                          STATION RECOVERY (1965)
 DY0350
 DY0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1793 ***********************************************************************
 DY1793  DESIGNATION -  30 C OF W
 DY1793  PID         -  DY1793
 DY1793  STATE/COUNTY-  CA/LOS ANGELES
 DY1793  USGS QUAD   -  TORRANCE (1981)
 DY1793
 DY1793                         *CURRENT SURVEY CONTROL
 DY1793  ___________________________________________________________________
 DY1793* NAD 83(1986)-  33 47 19.     (N)    118 15 46.     (W)     SCALED    
 DY1793* NAVD 88     -        13.40   (+/-2cm)      44.0    (feet)  VERTCON   
 DY1793  ___________________________________________________________________
 DY1793  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1793  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1793
 DY1793.The horizontal coordinates were scaled from a topographic map and have
 DY1793.an estimated accuracy of +/- 6 seconds.
 DY1793
 DY1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1793.The vertical order pertains to the NGVD 29 superseded value.
 DY1793
 DY1793.The geoid height was determined by GEOID03.
 DY1793
 DY1793;                    North         East    Units  Estimated Accuracy
 DY1793;SPC CA 5     -   532,050.    1,975,660.      MT  (+/- 180 meters Scaled)
 DY1793
 DY1793                          SUPERSEDED SURVEY CONTROL
 DY1793
 DY1793  NGVD 29 (??/??/92)   12.612  (m)           41.38   (f) ADJ UNCH    1 2
 DY1793
 DY1793.Superseded values are not recommended for survey control.
 DY1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1793.See file dsdata.txt to determine how the superseded data were derived.
 DY1793
 DY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830394(NAD 83)
 DY1793_MARKER: B = BOLT
 DY1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1793_SP_SET: CURB
 DY1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1793
 DY1793  HISTORY     - Date     Condition        Report By
 DY1793  HISTORY     - UNK      MONUMENTED       CA1980
 DY1793  HISTORY     - 1941     GOOD             NGS
 DY1793  HISTORY     - 1945     GOOD             CA1980
 DY1793
 DY1793                          STATION DESCRIPTION
 DY1793
 DY1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY1793'AT WILMINGTON.
 DY1793'BENCH MARK IS AT NORTHEAST CORNER OF INTERSECTION OF AVALON
 DY1793'BOULEVARD WITH M. STREET, IN EAST CURB OF AVALON BOULEVARD,
 DY1793'19.7 FEET NORTH OF NORTH CURB LINE OF M. STREET, IMBEDDED IN
 DY1793'CONCRETE CURB.
 DY1793
 DY1793                          STATION RECOVERY (1945)
 DY1793
 DY1793'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1945
 DY1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0607 ***********************************************************************
 HS0607  DESIGNATION -  30 CADWR
 HS0607  PID         -  HS0607
 HS0607  STATE/COUNTY-  CA/STANISLAUS
 HS0607  USGS QUAD   -  SOLYO (1991)
 HS0607
 HS0607                         *CURRENT SURVEY CONTROL
 HS0607  ___________________________________________________________________
 HS0607* NAD 83(1986)-  37 33 58.     (N)    121 17 11.     (W)     SCALED    
 HS0607* NAVD 88     -        75.48   (+/-2cm)     247.6    (feet)  VERTCON   
 HS0607  ___________________________________________________________________
 HS0607  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0607  VERT ORDER  -  THIRD (See Below)
 HS0607
 HS0607.The horizontal coordinates were scaled from a topographic map and have
 HS0607.an estimated accuracy of +/- 6 seconds.
 HS0607
 HS0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0607.The vertical order pertains to the NGVD 29 superseded value.
 HS0607
 HS0607.The geoid height was determined by GEOID03.
 HS0607
 HS0607;                    North         East    Units  Estimated Accuracy
 HS0607;SPC CA 3     -   618,610.    1,930,530.      MT  (+/- 180 meters Scaled)
 HS0607
 HS0607                          SUPERSEDED SURVEY CONTROL
 HS0607
 HS0607  NGVD 29 (??/??/??)   74.72   (m)          245.1    (f) RESET       3  
 HS0607
 HS0607.Superseded values are not recommended for survey control.
 HS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0607.See file dsdata.txt to determine how the superseded data were derived.
 HS0607
 HS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG513590(NAD 83)
 HS0607_MARKER: P = PIPE CAP
 HS0607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0607_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0607_STAMPING: 30
 HS0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0607
 HS0607  HISTORY     - Date     Condition        Report By
 HS0607  HISTORY     - UNK      MONUMENTED       CADWR
 HS0607  HISTORY     - 1964     GOOD             NGS
 HS0607
 HS0607                          STATION DESCRIPTION
 HS0607
 HS0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS0607'8.6 MI S FROM VERNALIS.
 HS0607'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0607'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD,
 HS0607'THENCE 5.4 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE
 HS0607'DELTA-MENDOTA CANAL, THENCE 0.45 MILE WEST ALONG HAMILTON ROAD,
 HS0607'0.45 MILE WEST OF BENCH MARK 29.19 (USBR), 19 FEET NORTH OF THE
 HS0607'CENTER LINE OF HAMILTON ROAD, 43 1/2 FEET EAST OF THE CENTER LINE
 HS0607'OF WELTY ROAD, 3 FEET NORTHWEST OF A POWER POLE WITH TWO TRANSFORMERS,
 HS0607'2.9 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HS0607'ROAD, AND BOLTED ON THE TOP OF A 1 1/2 INCH IRON PIPE PROJECTING
 HS0607'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0068 ***********************************************************************
 DX0068  DESIGNATION -  30 D
 DX0068  PID         -  DX0068
 DX0068  STATE/COUNTY-  CA/RIVERSIDE
 DX0068  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0068
 DX0068                         *CURRENT SURVEY CONTROL
 DX0068  ___________________________________________________________________
 DX0068* NAD 83(1986)-  33 46 28.     (N)    116 08 56.     (W)     SCALED    
 DX0068* NAVD 88     -       106.07   (+/-2cm)     348.0    (feet)  VERTCON   
 DX0068  ___________________________________________________________________
 DX0068  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX0068  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0068
 DX0068.The horizontal coordinates were scaled from a topographic map and have
 DX0068.an estimated accuracy of +/- 6 seconds.
 DX0068
 DX0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0068.The vertical order pertains to the NGVD 29 superseded value.
 DX0068
 DX0068.The geoid height was determined by GEOID03.
 DX0068
 DX0068;                    North         East    Units  Estimated Accuracy
 DX0068;SPC CA 6     -   678,320.    2,009,370.      MT  (+/- 180 meters Scaled)
 DX0068
 DX0068                          SUPERSEDED SURVEY CONTROL
 DX0068
 DX0068  NGVD 29 (??/??/??)  105.382  (m)          345.74   (f) ADJUSTED    1 2
 DX0068
 DX0068.Superseded values are not recommended for survey control.
 DX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0068.See file dsdata.txt to determine how the superseded data were derived.
 DX0068
 DX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT788374(NAD 83)
 DX0068_MARKER: DD = SURVEY DISK
 DX0068_SETTING: 66 = SET IN ROCK OUTCROP
 DX0068_SP_SET: BEDROCK
 DX0068_STAMPING: 30 D 1931
 DX0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0068+STABILITY: POSITION/ELEVATION WELL
 DX0068
 DX0068  HISTORY     - Date     Condition        Report By
 DX0068  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0068  HISTORY     - 1985     GOOD             USGS
 DX0068
 DX0068                          STATION DESCRIPTION
 DX0068
 DX0068'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0068'5.8 MI NE FROM INDIO.
 DX0068'ABOUT 5-3/4 MILES NORTHEAST OF INDIO, RIVERSIDE COUNTY, ABOUT
 DX0068'1-1/4 MILES NORTHWEST ALONG THE BERDOO CANYON BRANCH OF THE
 DX0068'AQUEDUCT ROAD FROM THE JUNCTION OF THE MAIN AQUEDUCT ROAD, IN
 DX0068'THE WEST BASE OF A ROCKY HILL, ABOUT 150 FEET NORTH OF THE ROAD,
 DX0068'AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0068'CALIFORNIA STANDARD DISK, STAMPED 30 D 1931 AND MARKED WITH A
 DX0068'TEE.
 DX0068
 DX0068                          STATION RECOVERY (1985)
 DX0068
 DX0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0068'4.45 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0068'INTERSTATE HIGHWAYY 10, THENCE 1.95 MILE SOUTHEAST ALONG A DIRT ROAD,
 DX0068'THENCE 0.6 MILE NORTHWEST ALONG TELEPHONE ROAD, ABOUT 1400 FEET
 DX0068'NORTHEAST OF ROAD, IN THE WEST BASE OF A ROCKY HILL, ABOUT 150 FEET
 DX0068'NORTH OF A SCAR FROM THE OLD AQUEDUCT ROAD, 45 FEET NORTHWEST OF THE
 DX0068'SOUTHWEST END OF A ROCKY RIDGE, 2 FEET HIGHER THAN ALLUVIUM AND IN
 DX0068'BEDROCK, A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA TABLET
 DX0068'STAMPED '30 D 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0069 ***********************************************************************
 DX0069  DESIGNATION -  30 E
 DX0069  PID         -  DX0069
 DX0069  STATE/COUNTY-  CA/RIVERSIDE
 DX0069  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0069
 DX0069                         *CURRENT SURVEY CONTROL
 DX0069  ___________________________________________________________________
 DX0069* NAD 83(1986)-  33 48 01.     (N)    116 09 49.     (W)     SCALED    
 DX0069* NAVD 88     -       264.04   (+/-2cm)     866.3    (feet)  VERTCON   
 DX0069  ___________________________________________________________________
 DX0069  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DX0069  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0069
 DX0069.The horizontal coordinates were scaled from a topographic map and have
 DX0069.an estimated accuracy of +/- 6 seconds.
 DX0069
 DX0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0069.The vertical order pertains to the NGVD 29 superseded value.
 DX0069
 DX0069.The geoid height was determined by GEOID03.
 DX0069
 DX0069;                    North         East    Units  Estimated Accuracy
 DX0069;SPC CA 6     -   681,180.    2,008,000.      MT  (+/- 180 meters Scaled)
 DX0069
 DX0069                          SUPERSEDED SURVEY CONTROL
 DX0069
 DX0069  NGVD 29 (??/??/??)  263.342  (m)          863.98   (f) ADJUSTED    1 2
 DX0069
 DX0069.Superseded values are not recommended for survey control.
 DX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0069.See file dsdata.txt to determine how the superseded data were derived.
 DX0069
 DX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT774403(NAD 83)
 DX0069_MARKER: DD = SURVEY DISK
 DX0069_SETTING: 66 = SET IN ROCK OUTCROP
 DX0069_SP_SET: BEDROCK
 DX0069_STAMPING: 30 E 1931
 DX0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0069+STABILITY: POSITION/ELEVATION WELL
 DX0069
 DX0069  HISTORY     - Date     Condition        Report By
 DX0069  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0069  HISTORY     - 1985     GOOD             USGS
 DX0069
 DX0069                          STATION DESCRIPTION
 DX0069
 DX0069'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0069'6 MI NNE FROM INDIO.
 DX0069'6.0 MILES NORTH-NORTHEAST OF INDIO, RIVERSIDE COUNTY, ABOUT 200
 DX0069'FEET SOUTHWEST OF THE JUNCTION OF THE BERDOO BRANCH OF THE
 DX0069'AQUEDUCT ROAD AND THE INDIO CANYON ROAD, ON THE WEST SIDE OF THE
 DX0069'CANYON, ABOUT 4 FEET ABOVE THE TOE OF THE SLOPE, AND IN BEDROCK.
 DX0069'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0069'DISK, STAMPED 30 E 1931 AND MARKED WITH A TEE.
 DX0069
 DX0069                          STATION RECOVERY (1985)
 DX0069
 DX0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0069'6.1 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0069'INTERSTATE HIGHWAY 10, THENCE 1.2 MILE NORTHEAST ALONG BERDOO CYN
 DX0069'ROAD, ABOUT 4600 FEET SOUTH OF BERDOO CYN ROAD. ABOUT 650 FEET WEST
 DX0069'OF THE SOUTHEAST CORNER OF SEC 20-T 4 S-R 8 E, AT A LARGE BEND IN
 DX0069'INDIO CANYON WASH, ON THE WEST SIDE OF THE CANYON, AND IN A LARGE
 DX0069'OUTCROP AT THE JUNCTION OF A SMALL DRAIN, ABOUT 3 FEET ABOVE THE TOE
 DX0069'OF THE SLOPE, A STANDARD MWDSC TABLET STAMPED '30 E 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0070 ***********************************************************************
 DX0070  DESIGNATION -  30 F
 DX0070  PID         -  DX0070
 DX0070  STATE/COUNTY-  CA/RIVERSIDE
 DX0070  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0070
 DX0070                         *CURRENT SURVEY CONTROL
 DX0070  ___________________________________________________________________
 DX0070* NAD 83(1986)-  33 48 15.     (N)    116 10 04.     (W)     SCALED    
 DX0070* NAVD 88     -       284.42   (+/-2cm)     933.1    (feet)  VERTCON   
 DX0070  ___________________________________________________________________
 DX0070  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DX0070  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0070
 DX0070.The horizontal coordinates were scaled from a topographic map and have
 DX0070.an estimated accuracy of +/- 6 seconds.
 DX0070
 DX0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0070.The vertical order pertains to the NGVD 29 superseded value.
 DX0070
 DX0070.The geoid height was determined by GEOID03.
 DX0070
 DX0070;                    North         East    Units  Estimated Accuracy
 DX0070;SPC CA 6     -   681,610.    2,007,610.      MT  (+/- 180 meters Scaled)
 DX0070
 DX0070                          SUPERSEDED SURVEY CONTROL
 DX0070
 DX0070  NGVD 29 (??/??/??)  283.712  (m)          930.81   (f) ADJUSTED    1 2
 DX0070
 DX0070.Superseded values are not recommended for survey control.
 DX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0070.See file dsdata.txt to determine how the superseded data were derived.
 DX0070
 DX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT770407(NAD 83)
 DX0070_MARKER: DD = SURVEY DISK
 DX0070_SETTING: 66 = SET IN ROCK OUTCROP
 DX0070_SP_SET: BEDROCK
 DX0070_STAMPING: 30 F 1931
 DX0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0070+STABILITY: POSITION/ELEVATION WELL
 DX0070
 DX0070  HISTORY     - Date     Condition        Report By
 DX0070  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0070  HISTORY     - 1985     GOOD             USGS
 DX0070
 DX0070                          STATION DESCRIPTION
 DX0070
 DX0070'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0070'6.2 MI NNE FROM INDIO.
 DX0070'ABOUT 6-1/4 MILES NORTH-NORTHEAST OF INDIO, RIVERSIDE COUNTY,
 DX0070'ABOUT 2500 FEET NORTHWEST ALONG THE BERDOO CANYON BRANCH OF THE
 DX0070'AQUEDUCT ROAD FROM THE JUNCTION OF THE INDIO CANYON ROAD, ON
 DX0070'THE WEST SIDE OF THE CANYON, ABOUT 100 FEET WEST OF THE ROAD,
 DX0070'ABOUT 4 FEET ABOVE THE TOE OF THE SLOPE, AND IN BEDROCK.  A
 DX0070'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0070'DISK, STAMPED 30 F 1931 AND MARKED WITH A TEE.
 DX0070
 DX0070                          STATION RECOVERY (1985)
 DX0070
 DX0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0070'6.1 MILES NORTH OF INDIO ALONG DILL ON ROAD FROM ITS JUNCTION WITH
 DX0070'INTERSTATE HIGHWAY 10, THENCE 1.2 MILE NORTHEAST ALONG BERDOO CYN
 DX0070'ROAD 2500 FEET SOUTH OF BERDOO CYN ROAD , 100 FEET SOUTH OF A DRAIN
 DX0070'FORK, 3 FEET WEST OF AND 2 FEET HIGHER THAN A SMALL WASH DRAINING
 DX0070'INTO INDIO CANYON WASH, ABOUT 100 FEET WEST OF AN ROAD SCAR, IN THE
 DX0070'BASE OF A LARGE ROCK OUTCROP, A STANDARD MWDSC TABLET STAMPED ' 30 F
 DX0070'1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2229 ***********************************************************************
 EV2229  DESIGNATION -  30 FMK
 EV2229  PID         -  EV2229
 EV2229  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2229  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2229
 EV2229                         *CURRENT SURVEY CONTROL
 EV2229  ___________________________________________________________________
 EV2229* NAD 83(1986)-  34 59 39.     (N)    117 34 51.     (W)     SCALED    
 EV2229* NAVD 88     -       758.201  (meters)    2487.53   (feet)  ADJUSTED  
 EV2229  ___________________________________________________________________
 EV2229  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2229  DYNAMIC HT  -         757.345 (meters)    2484.72  (feet)  COMP
 EV2229  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 EV2229
 EV2229  VERT ORDER  -  FIRST     CLASS I
 EV2229
 EV2229.The horizontal coordinates were scaled from a topographic map and have
 EV2229.an estimated accuracy of +/- 6 seconds.
 EV2229
 EV2229.The orthometric height was determined by differential leveling
 EV2229.and adjusted in June 1991.
 EV2229
 EV2229.The geoid height was determined by GEOID03.
 EV2229
 EV2229.The dynamic height is computed by dividing the NAVD 88
 EV2229.geopotential number by the normal gravity value computed on the
 EV2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2229.degrees latitude (g = 980.6199 gals.).
 EV2229
 EV2229.The modeled gravity was interpolated from observed gravity values.
 EV2229
 EV2229;                    North         East    Units  Estimated Accuracy
 EV2229;SPC CA 5     -   665,820.    2,038,270.      MT  (+/- 180 meters Scaled)
 EV2229
 EV2229                          SUPERSEDED SURVEY CONTROL
 EV2229
 EV2229  NGVD 29 (??/??/92)  757.403  (m)         2484.91   (f) ADJ UNCH    1 1
 EV2229
 EV2229.Superseded values are not recommended for survey control.
 EV2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2229.See file dsdata.txt to determine how the superseded data were derived.
 EV2229
 EV2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU469725(NAD 83)
 EV2229_MARKER: DD = SURVEY DISK
 EV2229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2229_SP_SET: 10 FEET
 EV2229_STAMPING: 30 FNK 1973
 EV2229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2229
 EV2229  HISTORY     - Date     Condition        Report By
 EV2229  HISTORY     - 1973     MONUMENTED       USGS
 EV2229  HISTORY     - 1974     GOOD             NGS
 EV2229  HISTORY     - 1977     GOOD             NGS
 EV2229
 EV2229                          STATION DESCRIPTION
 EV2229
 EV2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2229'4 MI E FROM BORON.
 EV2229'4.05 MILES  EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2229'FROM THE STATION AT BORON, 1 POLE WEST AND ACROSS THE TRACK FROM
 EV2229'MILEPOST 780, 45.5 FEET SOUTH OF THE SOUTH RAIL, 11 FEET NORTH
 EV2229'OF THE CENTER LINE OF A TRACK ROAD, 2 FEET EAST OF TELEPHONE POLE
 EV2229'190-1, 1.7 FEET WEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN
 EV2229'THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 EV2229'DRIVEN TO 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN
 EV2229'A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2229'SECTION 2, T10N, R7W
 EV2229
 EV2229                          STATION RECOVERY (1977)
 EV2229
 EV2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0071 ***********************************************************************
 DX0071  DESIGNATION -  30 G
 DX0071  PID         -  DX0071
 DX0071  STATE/COUNTY-  CA/RIVERSIDE
 DX0071  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0071
 DX0071                         *CURRENT SURVEY CONTROL
 DX0071  ___________________________________________________________________
 DX0071* NAD 83(1986)-  33 48 30.     (N)    116 10 08.     (W)     SCALED    
 DX0071* NAVD 88     -       311.68   (+/-2cm)    1022.6    (feet)  VERTCON   
 DX0071  ___________________________________________________________________
 DX0071  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DX0071  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0071
 DX0071.The horizontal coordinates were scaled from a topographic map and have
 DX0071.an estimated accuracy of +/- 6 seconds.
 DX0071
 DX0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0071.The vertical order pertains to the NGVD 29 superseded value.
 DX0071
 DX0071.The geoid height was determined by GEOID03.
 DX0071
 DX0071;                    North         East    Units  Estimated Accuracy
 DX0071;SPC CA 6     -   682,070.    2,007,510.      MT  (+/- 180 meters Scaled)
 DX0071
 DX0071                          SUPERSEDED SURVEY CONTROL
 DX0071
 DX0071  NGVD 29 (??/??/??)  310.971  (m)         1020.24   (f) ADJUSTED    1 2
 DX0071
 DX0071.Superseded values are not recommended for survey control.
 DX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0071.See file dsdata.txt to determine how the superseded data were derived.
 DX0071
 DX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT769412(NAD 83)
 DX0071_MARKER: DD = SURVEY DISK
 DX0071_SETTING: 0 = UNSPECIFIED SETTING
 DX0071_STAMPING: 30 G 1931
 DX0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0071
 DX0071  HISTORY     - Date     Condition        Report By
 DX0071  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0071  HISTORY     - 1985     GOOD             USGS
 DX0071
 DX0071                          STATION DESCRIPTION
 DX0071
 DX0071'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0071'6.5 MI NNE FROM INDIO.
 DX0071'ABOUT 6-1/2 MILES NORTH-NORTHEAST OF INDIO, RIVERSIDE COUNTY,
 DX0071'0.6 MILE NORTH ALONG THE BERDOO CANYON BRANCH OF THE AQUEDUCT
 DX0071'ROAD FROM THE JUNCTION OF THE INDIO CANYON ROAD, ABOUT 600 FEET
 DX0071'NORTH OF THE ROAD, 180 FEET EAST OF THE EAST BANK OF BERDOO
 DX0071'CANYON WASH, AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF
 DX0071'SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 30 G 1931 AND MARKED
 DX0071'WITH A TEE.
 DX0071
 DX0071                          STATION RECOVERY (1985)
 DX0071
 DX0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0071'6.1 MILE NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0071'INTERSTATE HIGHWAY 10, THENCE 1.2 MILES NORTHEAST ALONG BERDOO CYN
 DX0071'ROAD 1300 FEET SOUTH OF BERDOO CYN ROAD, 180 FEET EAST OF THE EAST
 DX0071'BANK OF BERDOO CANYON WASH, 12 FEET SOUTHWEST OF A LARGE CAIRN, ON
 DX0071'TOP A SMALL RIDGE, IN A 3 FEET BY 2 FEET WHITE BOULDER, LEVEL WITH
 DX0071'THE GROUND, STANDARD MWDSC TABLET STAMPED '30 G 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0072 ***********************************************************************
 DX0072  DESIGNATION -  30 H
 DX0072  PID         -  DX0072
 DX0072  STATE/COUNTY-  CA/RIVERSIDE
 DX0072  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0072
 DX0072                         *CURRENT SURVEY CONTROL
 DX0072  ___________________________________________________________________
 DX0072* NAD 83(1986)-  33 48 37.     (N)    116 10 19.     (W)     SCALED    
 DX0072* NAVD 88     -       302.07   (+/-2cm)     991.0    (feet)  VERTCON   
 DX0072  ___________________________________________________________________
 DX0072  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DX0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0072
 DX0072.The horizontal coordinates were scaled from a topographic map and have
 DX0072.an estimated accuracy of +/- 6 seconds.
 DX0072
 DX0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0072.The vertical order pertains to the NGVD 29 superseded value.
 DX0072
 DX0072.The geoid height was determined by GEOID03.
 DX0072
 DX0072;                    North         East    Units  Estimated Accuracy
 DX0072;SPC CA 6     -   682,290.    2,007,230.      MT  (+/- 180 meters Scaled)
 DX0072
 DX0072                          SUPERSEDED SURVEY CONTROL
 DX0072
 DX0072  NGVD 29 (??/??/??)  301.361  (m)          988.72   (f) ADJUSTED    1 2
 DX0072
 DX0072.Superseded values are not recommended for survey control.
 DX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0072.See file dsdata.txt to determine how the superseded data were derived.
 DX0072
 DX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT766414(NAD 83)
 DX0072_MARKER: DD = SURVEY DISK
 DX0072_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0072_SP_SET: UNSPECIFIED
 DX0072_STAMPING: 30 H 1931
 DX0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0072
 DX0072  HISTORY     - Date     Condition        Report By
 DX0072  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0072  HISTORY     - 1985     GOOD             USGS
 DX0072
 DX0072                          STATION DESCRIPTION
 DX0072
 DX0072'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0072'6.5 MI NNE FROM INDIO.
 DX0072'ABOUT 6-1/2 MILES NORTH-NORTHEAST OF INDIO, RIVERSIDE COUNTY,
 DX0072'ABOUT 1200 FEET NORTHWEST OF THE JUNCTION OF THE BERDOO CANYON
 DX0072'ROAD AND THE BERDOO CANYON BRANCH OF THE AQUEDUCT ROAD, AT THE
 DX0072'BASE OF THE WEST BANK OF BERDOO CANYON WASH, AND IN ROCK.  A
 DX0072'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DX0072'STAMPED 30 H 1931 AND MARKED WITH A TEE.
 DX0072
 DX0072                          STATION RECOVERY (1985)
 DX0072
 DX0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0072'6.1 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0072'INTERSTATE HIGHWAY 10, THENCE 1.2 MILE NORTHEAST ALONG BERDOO CYN
 DX0072'ROAD, 700 FT. SOUTHWEST OF THE INT OF THE WEST BANK OF THE BERDOO CYN
 DX0072'WASH AND BERDOO CYN ROAD, 7 FEET HIGHER THAN THE FLOOR OF THE WASH, 1
 DX0072'FOOT SOUTH OF THE NORTH END OF A 14 FEET BY 12 FEET REDDISH BOULDER,
 DX0072'A MWDSC TABLET STAMPED '30 H 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1860 ***********************************************************************
 DY1860  DESIGNATION -  30 H C OF LA
 DY1860  PID         -  DY1860
 DY1860  STATE/COUNTY-  CA/LOS ANGELES
 DY1860  USGS QUAD   -  TORRANCE (1981)
 DY1860
 DY1860                         *CURRENT SURVEY CONTROL
 DY1860  ___________________________________________________________________
 DY1860* NAD 83(1986)-  33 45 25.     (N)    118 17 11.     (W)     SCALED    
 DY1860* NAVD 88     -         4.55   (+/-2cm)      14.9    (feet)  VERTCON   
 DY1860  ___________________________________________________________________
 DY1860  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1860  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1860
 DY1860.The horizontal coordinates were scaled from a topographic map and have
 DY1860.an estimated accuracy of +/- 6 seconds.
 DY1860
 DY1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1860.The vertical order pertains to the NGVD 29 superseded value.
 DY1860
 DY1860.The geoid height was determined by GEOID03.
 DY1860
 DY1860;                    North         East    Units  Estimated Accuracy
 DY1860;SPC CA 5     -   528,540.    1,973,470.      MT  (+/- 180 meters Scaled)
 DY1860
 DY1860                          SUPERSEDED SURVEY CONTROL
 DY1860
 DY1860  NGVD 29 (??/??/92)    3.79   (m)           12.4    (f) COMPUTED    1 1
 DY1860
 DY1860.Superseded values are not recommended for survey control.
 DY1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1860.See file dsdata.txt to determine how the superseded data were derived.
 DY1860
 DY1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808359(NAD 83)
 DY1860_MARKER: S = SPIKE
 DY1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1860_SP_SET: CATCH BASIN
 DY1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1860
 DY1860  HISTORY     - Date     Condition        Report By
 DY1860  HISTORY     - UNK      MONUMENTED       CA1980
 DY1860  HISTORY     - 1968     GOOD             CA1980
 DY1860
 DY1860                          STATION DESCRIPTION
 DY1860
 DY1860'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1860'AT WILMINGTON.
 DY1860'CUT SPIKE 30-H, IN TOP OF THE NORTHWEST CURB, OPPOSITE BUILDING
 DY1860'2100 WILMINGTON-SAN PEDRO ROAD, HARBOR PRECAST COMPANY OFFICE,
 DY1860'WEST END OF CATCH BASIN, 1.32 MILES SOUTHWEST OF FIGUEROA
 DY1860'STREET, 0.35 MILES NORTHEAST OF BATTERY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0073 ***********************************************************************
 DX0073  DESIGNATION -  30 J
 DX0073  PID         -  DX0073
 DX0073  STATE/COUNTY-  CA/RIVERSIDE
 DX0073  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0073
 DX0073                         *CURRENT SURVEY CONTROL
 DX0073  ___________________________________________________________________
 DX0073* NAD 83(1986)-  33 48 37.     (N)    116 11 07.     (W)     SCALED    
 DX0073* NAVD 88     -       289.88   (+/-2cm)     951.0    (feet)  VERTCON   
 DX0073  ___________________________________________________________________
 DX0073  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DX0073  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0073
 DX0073.The horizontal coordinates were scaled from a topographic map and have
 DX0073.an estimated accuracy of +/- 6 seconds.
 DX0073
 DX0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0073.The vertical order pertains to the NGVD 29 superseded value.
 DX0073
 DX0073.The geoid height was determined by GEOID03.
 DX0073
 DX0073;                    North         East    Units  Estimated Accuracy
 DX0073;SPC CA 6     -   682,290.    2,005,990.      MT  (+/- 180 meters Scaled)
 DX0073
 DX0073                          SUPERSEDED SURVEY CONTROL
 DX0073
 DX0073  NGVD 29 (??/??/??)  289.177  (m)          948.74   (f) ADJUSTED    1 2
 DX0073
 DX0073.Superseded values are not recommended for survey control.
 DX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0073.See file dsdata.txt to determine how the superseded data were derived.
 DX0073
 DX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT754414(NAD 83)
 DX0073_MARKER: DD = SURVEY DISK
 DX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0073_STAMPING: 30 J 1931
 DX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0073+STABILITY: SURFACE MOTION
 DX0073
 DX0073  HISTORY     - Date     Condition        Report By
 DX0073  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0073  HISTORY     - 1985     GOOD             USGS
 DX0073
 DX0073                          STATION DESCRIPTION
 DX0073
 DX0073'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0073'6.2 MI N FROM INDIO.
 DX0073'ABOUT 6-1/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 0.6 MILE
 DX0073'NORTH ALONG THE WEST BERDOO CANYON ROAD FROM THE JUNCTION OF
 DX0073'THE BERDOO CANYON BRANCH OF THE AQUEDUCT ROAD, ON A RIDGE, ABOUT
 DX0073'300 FEET WEST OF THE ROAD, AND SURROUNDED BY A FENCE.  A
 DX0073'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0073'DISK, STAMPED 30 J 1931 AND SET IN THE TOP OF A CONCRETE POST.
 DX0073
 DX0073                          STATION RECOVERY (1985)
 DX0073
 DX0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0073'6.1 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0073'INTERSTATE HIGHWAY 10, THENCE 0.75 MILE NORTH BY FOOT FROM THE
 DX0073'JUNCTION WITH BERDOO CANYON ROAD, 75 FEET NORTHEAST OF A PALOVERDE
 DX0073'TREE, 25 FEET NORTHWEST OF THE NORTHWEST BANK OF WEST BERDOO CANYON
 DX0073'WASH, A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA TABLET IN
 DX0073'CONCRETE POST, PROJECTING 0.3 FOOT ABOVE GROUND AND STAMPED '30 J
 DX0073'1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0074 ***********************************************************************
 DX0074  DESIGNATION -  30 K
 DX0074  PID         -  DX0074
 DX0074  STATE/COUNTY-  CA/RIVERSIDE
 DX0074  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0074
 DX0074                         *CURRENT SURVEY CONTROL
 DX0074  ___________________________________________________________________
 DX0074* NAD 83(1986)-  33 48 44.     (N)    116 11 52.     (W)     SCALED    
 DX0074* NAVD 88     -       258.54   (+/-2cm)     848.2    (feet)  VERTCON   
 DX0074  ___________________________________________________________________
 DX0074  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DX0074  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0074
 DX0074.The horizontal coordinates were scaled from a topographic map and have
 DX0074.an estimated accuracy of +/- 6 seconds.
 DX0074
 DX0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0074.The vertical order pertains to the NGVD 29 superseded value.
 DX0074
 DX0074.The geoid height was determined by GEOID03.
 DX0074
 DX0074;                    North         East    Units  Estimated Accuracy
 DX0074;SPC CA 6     -   682,500.    2,004,840.      MT  (+/- 180 meters Scaled)
 DX0074
 DX0074                          SUPERSEDED SURVEY CONTROL
 DX0074
 DX0074  NGVD 29 (??/??/??)  257.838  (m)          845.92   (f) ADJUSTED    1 2
 DX0074
 DX0074.Superseded values are not recommended for survey control.
 DX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0074.See file dsdata.txt to determine how the superseded data were derived.
 DX0074
 DX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT742416(NAD 83)
 DX0074_MARKER: DD = SURVEY DISK
 DX0074_SETTING: 66 = SET IN ROCK OUTCROP
 DX0074_SP_SET: BEDROCK
 DX0074_STAMPING: 30 K 1931
 DX0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0074+STABILITY: POSITION/ELEVATION WELL
 DX0074
 DX0074  HISTORY     - Date     Condition        Report By
 DX0074  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0074  HISTORY     - 1985     GOOD             USGS
 DX0074
 DX0074                          STATION DESCRIPTION
 DX0074
 DX0074'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0074'6.2 MI N FROM INDIO.
 DX0074'ABOUT 6-1/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 0.6 MILE
 DX0074'NORTH ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE BERDOO
 DX0074'CANYON ROAD, ABOUT 500 FEET NORTHEAST OF THE ROAD, IN THE
 DX0074'WESTERNMOST POINT OF A RIDGE, ABOUT 8 FEET ABOVE THE BOTTOM OF A
 DX0074'WASH, AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0074'CALIFORNIA STANDARD DISK, STAMPED 30 K 1931 AND MARKED WITH A
 DX0074'TEE.
 DX0074
 DX0074                          STATION RECOVERY (1985)
 DX0074
 DX0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0074'7.3 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0074'INTERSTATE HIGHWAY 10, 0.5 MILE NORTHWEST OF A GRAVEL PIT, 1000 FEET
 DX0074'NORTHEAST OF CENTERLINE OF ROAD, 7 FEET EAST OF THE WEST END OF A
 DX0074'RIDGE, 5 FEET HIGHER THAN WASH, IN BEDROCK, A METROPOLITAN WATER
 DX0074'DISTRICT OF SOUTHERN CALIFORNIA TABLET STAMPED '30 K 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0075 ***********************************************************************
 DX0075  DESIGNATION -  30 L
 DX0075  PID         -  DX0075
 DX0075  STATE/COUNTY-  CA/RIVERSIDE
 DX0075  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0075
 DX0075                         *CURRENT SURVEY CONTROL
 DX0075  ___________________________________________________________________
 DX0075* NAD 83(1986)-  33 49 27.     (N)    116 12 36.     (W)     SCALED    
 DX0075* NAVD 88     -       343.69   (+/-2cm)    1127.6    (feet)  VERTCON   
 DX0075  ___________________________________________________________________
 DX0075  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DX0075  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0075
 DX0075.The horizontal coordinates were scaled from a topographic map and have
 DX0075.an estimated accuracy of +/- 6 seconds.
 DX0075
 DX0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0075.The vertical order pertains to the NGVD 29 superseded value.
 DX0075
 DX0075.The geoid height was determined by GEOID03.
 DX0075
 DX0075;                    North         East    Units  Estimated Accuracy
 DX0075;SPC CA 6     -   683,830.    2,003,700.      MT  (+/- 180 meters Scaled)
 DX0075
 DX0075                          SUPERSEDED SURVEY CONTROL
 DX0075
 DX0075  NGVD 29 (??/??/??)  342.972  (m)         1125.23   (f) ADJUSTED    1 2
 DX0075
 DX0075.Superseded values are not recommended for survey control.
 DX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0075.See file dsdata.txt to determine how the superseded data were derived.
 DX0075
 DX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT731429(NAD 83)
 DX0075_MARKER: DD = SURVEY DISK
 DX0075_SETTING: 66 = SET IN ROCK OUTCROP
 DX0075_SP_SET: BEDROCK
 DX0075_STAMPING: 30 L 1931
 DX0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0075+STABILITY: POSITION/ELEVATION WELL
 DX0075
 DX0075  HISTORY     - Date     Condition        Report By
 DX0075  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0075  HISTORY     - 1985     GOOD             USGS
 DX0075
 DX0075                          STATION DESCRIPTION
 DX0075
 DX0075'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0075'7 MI N FROM INDIO.
 DX0075'7.0 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 1.6 MILES NORTH
 DX0075'ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE BERDOO CANYON
 DX0075'ROAD, ON THE SOUTH SIDE OF A LARGE ROUND HILL, ABOUT 300 FEET
 DX0075'EAST OF THE ROAD, AND IN BEDROCK.  A METROPOLITAN WATER DISTRICT
 DX0075'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 30 L 1931 AND
 DX0075'MARKED WITH A TEE.
 DX0075
 DX0075                          STATION RECOVERY (1985)
 DX0075
 DX0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0075'8.3 MILES NORTH AND NORTHWEST OF INDIO ALONG DILLON ROAD FROM ITS
 DX0075'JUNCTION WITH INTERSTATE HIGHWAY 10, THENCE 0.3 MILE NORTH ALONG
 DX0075'SUNNY ROCK ROAD, ABOUT 1300 FEET EAST OF SUNNY ROCK ROAD, ABOUT 300
 DX0075'FEET EAST OF THE SCAR FROM THE OLD AQUDUCT ROAD, 5 FEET EAST OF THE
 DX0075'WEST END OF A ROUNDED RIDGE, 4 FEET HIGHER THAN ALUVIUM, IN BEDROCK
 DX0075'PAINTED 'BM', A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0075'TABLET STAMPED '30 l 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0435 ***********************************************************************
 DY0435  DESIGNATION -  30 LACRD
 DY0435  PID         -  DY0435
 DY0435  STATE/COUNTY-  CA/LOS ANGELES
 DY0435  USGS QUAD   -  SOUTH GATE (1981)
 DY0435
 DY0435                         *CURRENT SURVEY CONTROL
 DY0435  ___________________________________________________________________
 DY0435* NAD 83(1986)-  33 56 47.     (N)    118 13 43.     (W)     SCALED    
 DY0435* NAVD 88     -        35.34   (+/-2cm)     115.9    (feet)  VERTCON   
 DY0435  ___________________________________________________________________
 DY0435  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0435  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0435
 DY0435.The horizontal coordinates were scaled from a topographic map and have
 DY0435.an estimated accuracy of +/- 6 seconds.
 DY0435
 DY0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0435.The vertical order pertains to the NGVD 29 superseded value.
 DY0435
 DY0435.The geoid height was determined by GEOID03.
 DY0435
 DY0435;                    North         East    Units  Estimated Accuracy
 DY0435;SPC CA 5     -   549,540.    1,978,870.      MT  (+/- 180 meters Scaled)
 DY0435
 DY0435                          SUPERSEDED SURVEY CONTROL
 DY0435
 DY0435  NGVD 29 (??/??/92)   34.600  (m)          113.52   (f) ADJ UNCH    1 2
 DY0435
 DY0435.Superseded values are not recommended for survey control.
 DY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0435.See file dsdata.txt to determine how the superseded data were derived.
 DY0435
 DY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864568(NAD 83)
 DY0435_MARKER: DD = SURVEY DISK
 DY0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0435_SP_SET: CONCRETE BASE
 DY0435_STAMPING: B M 30
 DY0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0435
 DY0435  HISTORY     - Date     Condition        Report By
 DY0435  HISTORY     - UNK      MONUMENTED       CA-037
 DY0435  HISTORY     - 1955     GOOD             NGS
 DY0435  HISTORY     - 1964     GOOD             NGS
 DY0435
 DY0435                          STATION DESCRIPTION
 DY0435
 DY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0435'AT SOUTH GATE.
 DY0435'AT SOUTH GATE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD,
 DY0435'0.7 MILE NORTH OF B.M. 6 (L.A.C.S.), AT THE CROSSING OF TWEEDY
 DY0435'BOULEVARD, AT A CROSSING-WARNING SIGNAL, IN THE TOP OF THE
 DY0435'CENTER OF THE SOUTH SIDE OF THE CONCRETE BASE, 33 FEET NORTH OF
 DY0435'THE CENTER LINE OF THE BOULEVARD, 9.7 FEET EAST OF THE EAST RAIL,
 DY0435'AND ABOUT LEVEL WITH THE TRACK.
 DY0435
 DY0435                          STATION RECOVERY (1964)
 DY0435
 DY0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0076 ***********************************************************************
 DX0076  DESIGNATION -  30 M
 DX0076  PID         -  DX0076
 DX0076  STATE/COUNTY-  CA/RIVERSIDE
 DX0076  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0076
 DX0076                         *CURRENT SURVEY CONTROL
 DX0076  ___________________________________________________________________
 DX0076* NAD 83(1986)-  33 50 14.     (N)    116 12 42.     (W)     SCALED    
 DX0076* NAVD 88     -       414.31   (+/-2cm)    1359.3    (feet)  VERTCON   
 DX0076  ___________________________________________________________________
 DX0076  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DX0076  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0076
 DX0076.The horizontal coordinates were scaled from a topographic map and have
 DX0076.an estimated accuracy of +/- 6 seconds.
 DX0076
 DX0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0076.The vertical order pertains to the NGVD 29 superseded value.
 DX0076
 DX0076.The geoid height was determined by GEOID03.
 DX0076
 DX0076;                    North         East    Units  Estimated Accuracy
 DX0076;SPC CA 6     -   685,270.    2,003,550.      MT  (+/- 180 meters Scaled)
 DX0076
 DX0076                          SUPERSEDED SURVEY CONTROL
 DX0076
 DX0076  NGVD 29 (??/??/??)  413.584  (m)         1356.90   (f) ADJUSTED    1 2
 DX0076
 DX0076.Superseded values are not recommended for survey control.
 DX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0076.See file dsdata.txt to determine how the superseded data were derived.
 DX0076
 DX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT729443(NAD 83)
 DX0076_MARKER: DD = SURVEY DISK
 DX0076_SETTING: 66 = SET IN ROCK OUTCROP
 DX0076_SP_SET: BEDROCK
 DX0076_STAMPING: 30 M 1931
 DX0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0076+STABILITY: POSITION/ELEVATION WELL
 DX0076
 DX0076  HISTORY     - Date     Condition        Report By
 DX0076  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0076  HISTORY     - 1985     GOOD             USGS
 DX0076
 DX0076                          STATION DESCRIPTION
 DX0076
 DX0076'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0076'8 MI N FROM INDIO.
 DX0076'8.0 MILES NORTH OF INDIO, RIVERSIDE COUNTY, ABOUT 750 FEET
 DX0076'SOUTHEAST OF THE JUNCTION OF THE AQUEDUCT ROAD AND THE PUSHAWALLA
 DX0076'CANYON ROAD, ON THE POINT OF A RIDGE, AND IN BEDROCK.  A
 DX0076'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0076'DISK, STAMPED 30 M 1931 AND MARKED WITH A TEE.
 DX0076
 DX0076                          STATION RECOVERY (1985)
 DX0076
 DX0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0076'8.3 MILE NORTH AND NORTHWEST OF INDIO ALONG DILLON ROAD FROM ITS
 DX0076'JUNCTION WITH INTERSTATE HIGHWAY 10, THENCE 0.6 MILE NORTH ALONG
 DX0076'SUNNY ROCK ROAD, THENCE 0.6 MILE NORTH BY FOOT ALONG THE WEST EDGE OF
 DX0076'SOME HILLS, ON THE POINT OF A RIDGE, 35 FEET EAST OF A SMALL GROUP OF
 DX0076'MESQUITE, 150 FEET NORTHWEST OF A ROCKY TOP, 20 FEET EAST OF THE WEST
 DX0076'END OF A RIDGE, 2 FEET HIGHER THAN A DRAIN AND 1 SOUTH OF DRAIN, A
 DX0076'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA TABLET IN BEDROCK
 DX0076'AND STAMPED '30 M 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1150 ***********************************************************************
 JT1150  DESIGNATION -  30 M RESET
 JT1150  PID         -  JT1150
 JT1150  STATE/COUNTY-  CA/SONOMA
 JT1150  USGS QUAD   -  GEYSERVILLE (1997)
 JT1150
 JT1150                         *CURRENT SURVEY CONTROL
 JT1150  ___________________________________________________________________
 JT1150* NAD 83(1986)-  38 42 45.     (N)    122 58 40.     (W)     SCALED    
 JT1150* NAVD 88     -        62.26   (+/-2cm)     204.3    (feet)  VERTCON   
 JT1150  ___________________________________________________________________
 JT1150  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JT1150  VERT ORDER  -  THIRD (See Below)
 JT1150
 JT1150.The horizontal coordinates were scaled from a topographic map and have
 JT1150.an estimated accuracy of +/- 6 seconds.
 JT1150
 JT1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1150.The vertical order pertains to the NGVD 29 superseded value.
 JT1150
 JT1150.The geoid height was determined by GEOID03.
 JT1150
 JT1150;                    North         East    Units  Estimated Accuracy
 JT1150;SPC CA 2     -   616,550.    1,914,960.      MT  (+/- 180 meters Scaled)
 JT1150
 JT1150                          SUPERSEDED SURVEY CONTROL
 JT1150
 JT1150  NGVD 29 (??/??/??)   61.38   (m)          201.4    (f) RESET       3  
 JT1150
 JT1150.Superseded values are not recommended for survey control.
 JT1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1150.See file dsdata.txt to determine how the superseded data were derived.
 JT1150
 JT1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH019848(NAD 83)
 JT1150_MARKER: DD = SURVEY DISK
 JT1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1150_SP_SET: ABUTMENT
 JT1150_STAMPING: 30 M RESET 1968
 JT1150_MARK LOGO: USGS  
 JT1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1150
 JT1150  HISTORY     - Date     Condition        Report By
 JT1150  HISTORY     - 1968     MONUMENTED       USGS
 JT1150
 JT1150                          STATION DESCRIPTION
 JT1150
 JT1150'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JT1150'4.4 MI NE FROM SKAGGS SPRINGS.
 JT1150'4.4 MILES NORTHEAST ALONG THE GEYSERVILLE-STEWARTS POINT ROAD
 JT1150'FROM THE POST OFFICE AT SKAGGS SPRINGS, 7.4 MILES SOUTHEAST OF
 JT1150'CLOVERDALE, SET IN THE SOUTHEAST WINGWALL NEAR THE JUNCTION
 JT1150'WITH THE SOUTH ABUTMENT OF THE DRY CREEK ROAD BRIDGE OVER
 JT1150'DUTCHER CREEK, 24 FEET LEFT OF HIGHWAY STATION 34 + 50.
 JT1150'NOTE-- THE DECEMBER 1968 ELEVATION BY THE U.S. GEOLOGICAL
 JT1150'SURVEY = 201.279 FEET THE MARCH 1970 ELEVATION BY THE U.S. ARMY
 JT1150'ENGINEERS =201.395 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0077 ***********************************************************************
 DX0077  DESIGNATION -  30 N
 DX0077  PID         -  DX0077
 DX0077  STATE/COUNTY-  CA/RIVERSIDE
 DX0077  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0077
 DX0077                         *CURRENT SURVEY CONTROL
 DX0077  ___________________________________________________________________
 DX0077* NAD 83(1986)-  33 50 21.     (N)    116 12 41.     (W)     SCALED    
 DX0077* NAVD 88     -       427.62   (+/-2cm)    1402.9    (feet)  VERTCON   
 DX0077  ___________________________________________________________________
 DX0077  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DX0077  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0077
 DX0077.The horizontal coordinates were scaled from a topographic map and have
 DX0077.an estimated accuracy of +/- 6 seconds.
 DX0077
 DX0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0077.The vertical order pertains to the NGVD 29 superseded value.
 DX0077
 DX0077.The geoid height was determined by GEOID03.
 DX0077
 DX0077;                    North         East    Units  Estimated Accuracy
 DX0077;SPC CA 6     -   685,490.    2,003,570.      MT  (+/- 180 meters Scaled)
 DX0077
 DX0077                          SUPERSEDED SURVEY CONTROL
 DX0077
 DX0077  NGVD 29 (??/??/??)  426.890  (m)         1400.55   (f) ADJUSTED    1 2
 DX0077
 DX0077.Superseded values are not recommended for survey control.
 DX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0077.See file dsdata.txt to determine how the superseded data were derived.
 DX0077
 DX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT729446(NAD 83)
 DX0077_MARKER: DD = SURVEY DISK
 DX0077_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0077_SP_SET: UNSPECIFIED ROCK
 DX0077_STAMPING: 30 N 1931
 DX0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0077
 DX0077  HISTORY     - Date     Condition        Report By
 DX0077  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0077  HISTORY     - 1985     MARK NOT FOUND   USGS
 DX0077
 DX0077                          STATION DESCRIPTION
 DX0077
 DX0077'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0077'8.2 MI N FROM INDIO.
 DX0077'ABOUT 8-1/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, ABOUT 500
 DX0077'FEET NORTH OF THE JUNCTION OF THE AQUEDUCT ROAD AND THE
 DX0077'PUSHAWALLA CANYON ROAD, ON A SMALL RIDGE BETWEEN WASHES, AND IN
 DX0077'ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0077'STANDARD DISK, STAMPED 30 N 1931 AND MARKED WITH A TEE.
 DX0077
 DX0077                          STATION RECOVERY (1985)
 DX0077
 DX0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0078 ***********************************************************************
 DX0078  DESIGNATION -  30 P
 DX0078  PID         -  DX0078
 DX0078  STATE/COUNTY-  CA/RIVERSIDE
 DX0078  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0078
 DX0078                         *CURRENT SURVEY CONTROL
 DX0078  ___________________________________________________________________
 DX0078* NAD 83(1986)-  33 50 37.     (N)    116 13 23.     (W)     SCALED    
 DX0078* NAVD 88     -       400.51   (+/-2cm)    1314.0    (feet)  VERTCON   
 DX0078  ___________________________________________________________________
 DX0078  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DX0078  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0078
 DX0078.The horizontal coordinates were scaled from a topographic map and have
 DX0078.an estimated accuracy of +/- 6 seconds.
 DX0078
 DX0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0078.The vertical order pertains to the NGVD 29 superseded value.
 DX0078
 DX0078.The geoid height was determined by GEOID03.
 DX0078
 DX0078;                    North         East    Units  Estimated Accuracy
 DX0078;SPC CA 6     -   685,980.    2,002,490.      MT  (+/- 180 meters Scaled)
 DX0078
 DX0078                          SUPERSEDED SURVEY CONTROL
 DX0078
 DX0078  NGVD 29 (??/??/??)  399.781  (m)         1311.61   (f) ADJUSTED    1 2
 DX0078
 DX0078.Superseded values are not recommended for survey control.
 DX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0078.See file dsdata.txt to determine how the superseded data were derived.
 DX0078
 DX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT718450(NAD 83)
 DX0078_MARKER: DD = SURVEY DISK
 DX0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0078_STAMPING: 30 P 1931
 DX0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0078+STABILITY: SURFACE MOTION
 DX0078
 DX0078  HISTORY     - Date     Condition        Report By
 DX0078  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0078  HISTORY     - 1985     GOOD             USGS
 DX0078
 DX0078                          STATION DESCRIPTION
 DX0078
 DX0078'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0078'8.5 MI N FROM INDIO.
 DX0078'ABOUT 8-1/2 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 0.8 MILE
 DX0078'WEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0078'PUSHAWALLA CANYON ROAD, ABOUT 350 FEET NORTH OF THE ROAD, ON
 DX0078'THE WEST SIDE OF A WASH, AND SURROUNDED BY A FENCE.  A
 DX0078'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DX0078'STAMPED 30 P 1931 AND SET IN THE TOP OF A CONCRETE POST.
 DX0078
 DX0078                          STATION RECOVERY (1985)
 DX0078
 DX0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0078'9.55 MILES NORTH OF INDIO ALONG DILLON ROAD FROM ITS JUNCTION WITH
 DX0078'INTERSTATE HIGHWAY 10, 0.8 MILES NORTHEAST ALONG PUSH WALLA CYN ROAD,
 DX0078'335 FEET NORTHEAST OF A 'T' INT WITH A DIRT ROAD, 160 FT. SOUTHEAST
 DX0078'OF CENTERLINE OF PAVED ROAD, 39 FEET NORTHWEST OF A DRAIN AND SET IN
 DX0078'THE TOP OF A CONCRETE POST, A METROPLOITAN WATER DISTRICT OF SOUTHERN
 DX0078'CALIFORNIA TABLET STAMPED '30 P 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0079 ***********************************************************************
 DX0079  DESIGNATION -  30 Q
 DX0079  PID         -  DX0079
 DX0079  STATE/COUNTY-  CA/RIVERSIDE
 DX0079  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0079
 DX0079                         *CURRENT SURVEY CONTROL
 DX0079  ___________________________________________________________________
 DX0079* NAD 83(1986)-  33 50 59.     (N)    116 14 29.     (W)     SCALED    
 DX0079* NAVD 88     -       341.96   (+/-2cm)    1121.9    (feet)  VERTCON   
 DX0079  ___________________________________________________________________
 DX0079  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DX0079  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0079
 DX0079.The horizontal coordinates were scaled from a topographic map and have
 DX0079.an estimated accuracy of +/- 6 seconds.
 DX0079
 DX0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0079.The vertical order pertains to the NGVD 29 superseded value.
 DX0079
 DX0079.The geoid height was determined by GEOID03.
 DX0079
 DX0079;                    North         East    Units  Estimated Accuracy
 DX0079;SPC CA 6     -   686,660.    2,000,800.      MT  (+/- 180 meters Scaled)
 DX0079
 DX0079                          SUPERSEDED SURVEY CONTROL
 DX0079
 DX0079  NGVD 29 (??/??/??)  341.231  (m)         1119.52   (f) ADJUSTED    1 2
 DX0079
 DX0079.Superseded values are not recommended for survey control.
 DX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0079.See file dsdata.txt to determine how the superseded data were derived.
 DX0079
 DX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT701457(NAD 83)
 DX0079_MARKER: DD = SURVEY DISK
 DX0079_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0079_SP_SET: UNSPECIFIED ROCK
 DX0079_STAMPING: 30 Q 1931
 DX0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0079
 DX0079  HISTORY     - Date     Condition        Report By
 DX0079  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0079  HISTORY     - 1985     GOOD             USGS
 DX0079
 DX0079                          STATION DESCRIPTION
 DX0079
 DX0079'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0079'8.8 MI N FROM INDIO.
 DX0079'ABOUT 8-3/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 1.9 MILES
 DX0079'NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0079'PUSHAWALLA CANYON ROAD, ABOUT 275 FEET NORTHEAST OF THE ROAD, ON
 DX0079'THE WESTERNMOST POINT OF A BLACK ROCKY RIDGE, AND IN ROCK.  A
 DX0079'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0079'DISK, STAMPED 30 Q 1931 AND MARKED WITH A TEE.
 DX0079
 DX0079                          STATION RECOVERY (1985)
 DX0079
 DX0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0079'9.7 MILES NORTH AND NORTHWEST OF INDIO ALONG DILLON ROAD FROM ITS
 DX0079'JUNCTION WITH INTERSTATE HIGHWAY 10, THENCE 0.65 MILE NORTH ALONG
 DX0079'HAPPY VALLEY DRIVE, THENCE 0.65 MILE WEST AND NORTHWEST ALONG THE OLD
 DX0079'AQUEDUCT ROAD. ABOUT 275 FEET NORTHEAST OF THE ROAD, 100 FEET EAST OF
 DX0079'THE WEST END AND 35 FEET NORTH OF THE SOUTH END OF A BLACK ROCKY
 DX0079'RIGE, 12 FEET HIGHER THAN ALLUVIUM, A METROPOLITAN WATER DISTRICT OF
 DX0079'SOUTHERN CALIFORNIA TABLET STAMPED '30 Q 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0080 ***********************************************************************
 DX0080  DESIGNATION -  30 R
 DX0080  PID         -  DX0080
 DX0080  STATE/COUNTY-  CA/RIVERSIDE
 DX0080  USGS QUAD   -  WEST BERDOO CANYON (1988)
 DX0080
 DX0080                         *CURRENT SURVEY CONTROL
 DX0080  ___________________________________________________________________
 DX0080* NAD 83(1986)-  33 51 57.     (N)    116 14 53.     (W)     SCALED    
 DX0080* NAVD 88     -       424.08   (+/-2cm)    1391.3    (feet)  VERTCON   
 DX0080  ___________________________________________________________________
 DX0080  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DX0080  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0080
 DX0080.The horizontal coordinates were scaled from a topographic map and have
 DX0080.an estimated accuracy of +/- 6 seconds.
 DX0080
 DX0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0080.The vertical order pertains to the NGVD 29 superseded value.
 DX0080
 DX0080.The geoid height was determined by GEOID03.
 DX0080
 DX0080;                    North         East    Units  Estimated Accuracy
 DX0080;SPC CA 6     -   688,450.    2,000,180.      MT  (+/- 180 meters Scaled)
 DX0080
 DX0080                          SUPERSEDED SURVEY CONTROL
 DX0080
 DX0080  NGVD 29 (??/??/??)  423.342  (m)         1388.91   (f) ADJUSTED    1 2
 DX0080
 DX0080.Superseded values are not recommended for survey control.
 DX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0080.See file dsdata.txt to determine how the superseded data were derived.
 DX0080
 DX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT695475(NAD 83)
 DX0080_MARKER: DD = SURVEY DISK
 DX0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0080_STAMPING: 30 R 1931
 DX0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0080+STABILITY: SURFACE MOTION
 DX0080
 DX0080  HISTORY     - Date     Condition        Report By
 DX0080  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0080  HISTORY     - 1985     GOOD             USGS
 DX0080
 DX0080                          STATION DESCRIPTION
 DX0080
 DX0080'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0080'10.2 MI N FROM INDIO.
 DX0080'ABOUT 10-1/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 3.2 MILES
 DX0080'NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0080'PUSHAWALLA CANYON ROAD, 80 FEET WEST OF THE ROAD, ON A SMALL
 DX0080'RIDGE, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 DX0080'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 30 R 1931 AND SET
 DX0080'IN THE TOP OF A CONCRETE POST.
 DX0080
 DX0080                          STATION RECOVERY (1985)
 DX0080
 DX0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0080'9.7 MILES NORTH AND NORTHWEST OF INDIO ALONG DILLON ROAD FROM ITS
 DX0080'JUNCTION WITH INTERSTATE HIGHWAY 10, THENCE 0.65 MILES NORTH ALONG
 DX0080'HAPPY VALLEY DRIVE, THENCE 1.95 MILE WEST AND NORTHWEST ALONG THE OLD
 DX0080'AQUEDUCT ROAD, AT A BEND IN ROAD, 80 FEET WEST OF CENTERLINE OF ROAD,
 DX0080'ON A SMALL RIDGE, A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0080'CALIFORNIA TABLET ON CONCRETE POST AND PROJECTING 0.2 FT. ABOVE
 DX0080'GROUND, STAMPED '30 R 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0081 ***********************************************************************
 DX0081  DESIGNATION -  30 S
 DX0081  PID         -  DX0081
 DX0081  STATE/COUNTY-  CA/RIVERSIDE
 DX0081  USGS QUAD   -  KEYS VIEW (1988)
 DX0081
 DX0081                         *CURRENT SURVEY CONTROL
 DX0081  ___________________________________________________________________
 DX0081* NAD 83(1986)-  33 52 47.     (N)    116 14 41.     (W)     SCALED    
 DX0081* NAVD 88     -       506.35   (+/-2cm)    1661.2    (feet)  VERTCON   
 DX0081  ___________________________________________________________________
 DX0081  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DX0081  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0081
 DX0081.The horizontal coordinates were scaled from a topographic map and have
 DX0081.an estimated accuracy of +/- 6 seconds.
 DX0081
 DX0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0081.The vertical order pertains to the NGVD 29 superseded value.
 DX0081
 DX0081.The geoid height was determined by GEOID03.
 DX0081
 DX0081;                    North         East    Units  Estimated Accuracy
 DX0081;SPC CA 6     -   689,990.    2,000,490.      MT  (+/- 180 meters Scaled)
 DX0081
 DX0081                          SUPERSEDED SURVEY CONTROL
 DX0081
 DX0081  NGVD 29 (??/??/??)  505.601  (m)         1658.79   (f) ADJUSTED    1 2
 DX0081
 DX0081.Superseded values are not recommended for survey control.
 DX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0081.See file dsdata.txt to determine how the superseded data were derived.
 DX0081
 DX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT698490(NAD 83)
 DX0081_MARKER: DD = SURVEY DISK
 DX0081_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0081_SP_SET: UNSPECIFIED ROCK
 DX0081_STAMPING: 30 S 1931
 DX0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0081
 DX0081  HISTORY     - Date     Condition        Report By
 DX0081  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0081  HISTORY     - 1985     MARK NOT FOUND   USGS
 DX0081
 DX0081                          STATION DESCRIPTION
 DX0081
 DX0081'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0081'11 MI N FROM INDIO.
 DX0081'11.0 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 4.2 MILES NORTHWEST
 DX0081'ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE PUSHAWALLA
 DX0081'CANYON ROAD, ABOUT 500 FEET SOUTH OF A SHARP TURN TO THE WEST,
 DX0081'100 FEET WEST OF THE ROAD, AND IN ROCK.  A METROPOLITAN WATER
 DX0081'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 30 S
 DX0081'1931 MARKED WITH A TEE.
 DX0081
 DX0081                          STATION RECOVERY (1985)
 DX0081
 DX0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0082 ***********************************************************************
 DX0082  DESIGNATION -  30 T
 DX0082  PID         -  DX0082
 DX0082  STATE/COUNTY-  CA/RIVERSIDE
 DX0082  USGS QUAD   -  KEYS VIEW (1988)
 DX0082
 DX0082                         *CURRENT SURVEY CONTROL
 DX0082  ___________________________________________________________________
 DX0082* NAD 83(1986)-  33 53 01.     (N)    116 14 52.     (W)     SCALED    
 DX0082* NAVD 88     -       516.84   (+/-2cm)    1695.7    (feet)  VERTCON   
 DX0082  ___________________________________________________________________
 DX0082  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DX0082  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0082
 DX0082.The horizontal coordinates were scaled from a topographic map and have
 DX0082.an estimated accuracy of +/- 6 seconds.
 DX0082
 DX0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0082.The vertical order pertains to the NGVD 29 superseded value.
 DX0082
 DX0082.The geoid height was determined by GEOID03.
 DX0082
 DX0082;                    North         East    Units  Estimated Accuracy
 DX0082;SPC CA 6     -   690,420.    2,000,210.      MT  (+/- 180 meters Scaled)
 DX0082
 DX0082                          SUPERSEDED SURVEY CONTROL
 DX0082
 DX0082  NGVD 29 (??/??/??)  516.082  (m)         1693.18   (f) ADJUSTED    1 2
 DX0082
 DX0082.Superseded values are not recommended for survey control.
 DX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0082.See file dsdata.txt to determine how the superseded data were derived.
 DX0082
 DX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT695495(NAD 83)
 DX0082_MARKER: DD = SURVEY DISK
 DX0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0082_STAMPING: 30 T 1931
 DX0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0082+STABILITY: SURFACE MOTION
 DX0082
 DX0082  HISTORY     - Date     Condition        Report By
 DX0082  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0082  HISTORY     - 1985     MARK NOT FOUND   USGS
 DX0082
 DX0082                          STATION DESCRIPTION
 DX0082
 DX0082'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0082'11.2 MI N FROM INDIO.
 DX0082'ABOUT 11-1/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 4.4 MILES
 DX0082'NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0082'PUSHAWALLA CANYON ROAD, ABOUT 610 FEET WEST OF A SHARP TURN, 120
 DX0082'FEET NORTH OF THE ROAD, AND SURROUNDED BY A FENCE.  A
 DX0082'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0082'DISK, STAMPED 30 T 1931 AND SET IN THE TOP OF A CONCRETE POST.
 DX0082
 DX0082                          STATION RECOVERY (1985)
 DX0082
 DX0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0100 ***********************************************************************
 DX0100  DESIGNATION -  30 U
 DX0100  PID         -  DX0100
 DX0100  STATE/COUNTY-  CA/RIVERSIDE
 DX0100  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0100
 DX0100                         *CURRENT SURVEY CONTROL
 DX0100  ___________________________________________________________________
 DX0100* NAD 83(1986)-  33 53 19.     (N)    116 15 23.     (W)     SCALED    
 DX0100* NAVD 88     -       491.96   (+/-2cm)    1614.0    (feet)  VERTCON   
 DX0100  ___________________________________________________________________
 DX0100  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DX0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0100
 DX0100.The horizontal coordinates were scaled from a topographic map and have
 DX0100.an estimated accuracy of +/- 6 seconds.
 DX0100
 DX0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0100.The vertical order pertains to the NGVD 29 superseded value.
 DX0100
 DX0100.The geoid height was determined by GEOID03.
 DX0100
 DX0100;                    North         East    Units  Estimated Accuracy
 DX0100;SPC CA 6     -   690,970.    1,999,410.      MT  (+/- 180 meters Scaled)
 DX0100
 DX0100                          SUPERSEDED SURVEY CONTROL
 DX0100
 DX0100  NGVD 29 (??/??/??)  491.207  (m)         1611.57   (f) ADJUSTED    1 2
 DX0100
 DX0100.Superseded values are not recommended for survey control.
 DX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0100.See file dsdata.txt to determine how the superseded data were derived.
 DX0100
 DX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT687500(NAD 83)
 DX0100_MARKER: DD = SURVEY DISK
 DX0100_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0100_SP_SET: UNSPECIFIED ROCK
 DX0100_STAMPING: 30 U 1931
 DX0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0100
 DX0100  HISTORY     - Date     Condition        Report By
 DX0100  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0100
 DX0100                          STATION DESCRIPTION
 DX0100
 DX0100'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0100'11.8 MI N FROM INDIO.
 DX0100'ABOUT 11-3/4 MILES NORTH OF INDIO, RIVERSIDE COUNTY, 5.1 MILES
 DX0100'NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0100'PUSHAWALLA CANYON ROAD, 2.6 MILES EAST OF THE JUNCTION OF THE
 DX0100'ONE THOUSAND PALMS ROAD, 75 FEET SOUTH OF THE ROAD, ON THE NORTH
 DX0100'SIDE OF A SMALL RANGE OF HILLS, ABOUT 3 FEET ABOVE THE TOE OF THE
 DX0100'SLOPE, AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0100'CALIFORNIA STANDARD DISK, STAMPED 30 U 1931 AND MARKED WITH A
 DX0100'TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0099 ***********************************************************************
 DX0099  DESIGNATION -  30 V
 DX0099  PID         -  DX0099
 DX0099  STATE/COUNTY-  CA/RIVERSIDE
 DX0099  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0099
 DX0099                         *CURRENT SURVEY CONTROL
 DX0099  ___________________________________________________________________
 DX0099* NAD 83(1986)-  33 53 25.     (N)    116 16 26.     (W)     SCALED    
 DX0099* NAVD 88     -       505.73   (+/-2cm)    1659.2    (feet)  VERTCON   
 DX0099  ___________________________________________________________________
 DX0099  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DX0099  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0099
 DX0099.The horizontal coordinates were scaled from a topographic map and have
 DX0099.an estimated accuracy of +/- 6 seconds.
 DX0099
 DX0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0099.The vertical order pertains to the NGVD 29 superseded value.
 DX0099
 DX0099.The geoid height was determined by GEOID03.
 DX0099
 DX0099;                    North         East    Units  Estimated Accuracy
 DX0099;SPC CA 6     -   691,160.    1,997,790.      MT  (+/- 180 meters Scaled)
 DX0099
 DX0099                          SUPERSEDED SURVEY CONTROL
 DX0099
 DX0099  NGVD 29 (??/??/??)  504.981  (m)         1656.76   (f) ADJUSTED    1 2
 DX0099
 DX0099.Superseded values are not recommended for survey control.
 DX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0099.See file dsdata.txt to determine how the superseded data were derived.
 DX0099
 DX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT671502(NAD 83)
 DX0099_MARKER: DD = SURVEY DISK
 DX0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0099_STAMPING: 30 V 1931
 DX0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0099+STABILITY: SURFACE MOTION
 DX0099
 DX0099  HISTORY     - Date     Condition        Report By
 DX0099  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0099  HISTORY     - 1985     GOOD             USGS
 DX0099
 DX0099                          STATION DESCRIPTION
 DX0099
 DX0099'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0099'12.2 MI NNW FROM INDIO.
 DX0099'ABOUT 12-1/4 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY,
 DX0099'1.7 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0099'ONE THOUSAND PALMS ROAD, ABOUT 300 FEET WEST OF THE POINT IN
 DX0099'THE ROAD OPPOSITE THE SUMMIT OF A LARGE ALLUVIAL FAN, 75 FEET
 DX0099'NORTH OF THE ROAD, 80 FEET WEST OF THE WEST BANK OF A WASH, AND
 DX0099'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0099'CALIFORNIA STANDARD DISK, STAMPED 30 V 1931 AND SET IN THE TOP
 DX0099'OF A CONCRETE POST.
 DX0099
 DX0099                          STATION RECOVERY (1985)
 DX0099
 DX0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0099'FROM THE INTERSECTION OF I-10 AND DILLON ROAD, 15.0 MILES NORTHWEST
 DX0099'ALONG DILLON ROAD TO THE INTERSECTION OF THOUSAND PALMS CANYON ROAD
 DX0099'THENCE 2.0 MILES NORTHEAST UP THE CANYON TO A 'Y', THENCE 0.1 MILE
 DX0099'NORTHEAST TO POINT OF HILL, ABOUT 300 FEET WEST OF THE POINT IN THE
 DX0099'ROAD OPPOSITE THE SUMMIT OF A LARGE ALLUVIAL FAN, 75 FEET NORTH OF
 DX0099'THE ROAD, 80 FEET WEST OF THE WEST BANK OF A WASH, SET IN THE TOP OF
 DX0099'A CONCRETE POST. A STANDARD METRROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0099'CALIFORNIA TABLET STAMPED '30 V 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0098 ***********************************************************************
 DX0098  DESIGNATION -  30 W
 DX0098  PID         -  DX0098
 DX0098  STATE/COUNTY-  CA/RIVERSIDE
 DX0098  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0098
 DX0098                         *CURRENT SURVEY CONTROL
 DX0098  ___________________________________________________________________
 DX0098* NAD 83(1986)-  33 53 15.     (N)    116 16 48.     (W)     SCALED    
 DX0098* NAVD 88     -       456.29   (+/-2cm)    1497.0    (feet)  VERTCON   
 DX0098  ___________________________________________________________________
 DX0098  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DX0098  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0098
 DX0098.The horizontal coordinates were scaled from a topographic map and have
 DX0098.an estimated accuracy of +/- 6 seconds.
 DX0098
 DX0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0098.The vertical order pertains to the NGVD 29 superseded value.
 DX0098
 DX0098.The geoid height was determined by GEOID03.
 DX0098
 DX0098;                    North         East    Units  Estimated Accuracy
 DX0098;SPC CA 6     -   690,850.    1,997,230.      MT  (+/- 180 meters Scaled)
 DX0098
 DX0098                          SUPERSEDED SURVEY CONTROL
 DX0098
 DX0098  NGVD 29 (??/??/??)  455.545  (m)         1494.57   (f) ADJUSTED    1 2
 DX0098
 DX0098.Superseded values are not recommended for survey control.
 DX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0098.See file dsdata.txt to determine how the superseded data were derived.
 DX0098
 DX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT665499(NAD 83)
 DX0098_MARKER: DD = SURVEY DISK
 DX0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0098_STAMPING: 30 W 1931
 DX0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0098+STABILITY: SURFACE MOTION
 DX0098
 DX0098  HISTORY     - Date     Condition        Report By
 DX0098  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0098  HISTORY     - 1985     GOOD             USGS
 DX0098
 DX0098                          STATION DESCRIPTION
 DX0098
 DX0098'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0098'12.2 MI NNW FROM INDIO.
 DX0098'ABOUT 12-1/4 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY,
 DX0098'1.3 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0098'ONE THOUSAND PALMS ROAD, ABOUT 100 FEET NORTHWEST OF THE ROAD, ON
 DX0098'A SMALL HILL, ABOUT 20 FEET ABOVE THE ROAD, AND SURROUNDED BY
 DX0098'A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0098'STANDARD DISK, STAMPED 30 W 1931 AND SET IN THE TOP OF A CONCRETE
 DX0098'POST.
 DX0098
 DX0098                          STATION RECOVERY (1985)
 DX0098
 DX0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0098'FROM THE INTERSECTION OF I-10 AND DILLON ROAD, 15.0 MILES NORTHWEST
 DX0098'ALONG DILLON ROAD TO THE INTERSECTION OF THOUSAND PALMS CANYON ROAD,
 DX0098'THENCE 1.6 MILE NORTHEAST UP THE CANYON, ABOUT 100 FEET NORTHWEST OF
 DX0098'THE RD. ON A SMALL HILL, ABOUT 20 FEET ABOVE THE ROAD. A STANDARD
 DX0098'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA TABLET SET IN THE
 DX0098'TOP OF A CONCRETE POST STAMPED '30 W 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0102 ***********************************************************************
 DX0102  DESIGNATION -  30 X
 DX0102  PID         -  DX0102
 DX0102  STATE/COUNTY-  CA/RIVERSIDE
 DX0102  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0102
 DX0102                         *CURRENT SURVEY CONTROL
 DX0102  ___________________________________________________________________
 DX0102* NAD 83(1986)-  33 52 53.     (N)    116 18 06.     (W)     SCALED    
 DX0102* NAVD 88     -       321.472  (meters)    1054.70   (feet)  ADJUSTED  
 DX0102  ___________________________________________________________________
 DX0102  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DX0102  DYNAMIC HT  -         321.104 (meters)    1053.49  (feet)  COMP
 DX0102  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 DX0102  OBS GRAVITY -     979,483.3   (mgal)                       GRAV_OBS
 DX0102
 DX0102  VERT ORDER  -  FIRST     CLASS I
 DX0102
 DX0102.The horizontal coordinates were scaled from a topographic map and have
 DX0102.an estimated accuracy of +/- 6 seconds.
 DX0102
 DX0102.The orthometric height was determined by differential leveling
 DX0102.and adjusted in June 1991.
 DX0102
 DX0102.The geoid height was determined by GEOID03.
 DX0102
 DX0102.The dynamic height is computed by dividing the NAVD 88
 DX0102.geopotential number by the normal gravity value computed on the
 DX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0102.degrees latitude (g = 980.6199 gals.).
 DX0102
 DX0102.The modeled gravity was interpolated from observed gravity values.
 DX0102.The observed gravity was obtained from relative gravimeter ties
 DX0102.to the IGSN71 gravity network.
 DX0102
 DX0102;                    North         East    Units  Estimated Accuracy
 DX0102;SPC CA 6     -   690,170.    1,995,220.      MT  (+/- 180 meters Scaled)
 DX0102
 DX0102                          SUPERSEDED SURVEY CONTROL
 DX0102
 DX0102  NGVD 29 (??/??/92)  320.734  (m)         1052.27   (f) ADJ UNCH    1 1
 DX0102
 DX0102.Superseded values are not recommended for survey control.
 DX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0102.See file dsdata.txt to determine how the superseded data were derived.
 DX0102
 DX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT645492(NAD 83)
 DX0102_MARKER: DD = SURVEY DISK
 DX0102_SETTING: 66 = SET IN ROCK OUTCROP
 DX0102_SP_SET: ROCK LEDGE
 DX0102_STAMPING: 30 X 1931
 DX0102_MARK LOGO: MWDSC 
 DX0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0102+STABILITY: POSITION/ELEVATION WELL
 DX0102
 DX0102  HISTORY     - Date     Condition        Report By
 DX0102  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0102  HISTORY     - 1968     GOOD             CA-065
 DX0102  HISTORY     - 1978     GOOD             NGS
 DX0102  HISTORY     - 1985     GOOD             USGS
 DX0102  HISTORY     - 1988     GOOD             NGS
 DX0102
 DX0102                          STATION DESCRIPTION
 DX0102
 DX0102'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0102'12 MI NNW FROM INDIO.
 DX0102'12.0 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY, ABOUT 500
 DX0102'FEET WEST OF THE JUNCTION OF THE AQUEDUCT ROAD AND THE ONE
 DX0102'THOUSAND PALMS ROAD, 30 FEET NORTH OF THE ROAD, ABOUT 10 FEET
 DX0102'HIGHER THAN THE ROAD, AND IN ROCK.  A METROPOLITAN WATER DISTRICT
 DX0102'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 30 X 1931 AND
 DX0102'MARKED WITH A TEE.
 DX0102
 DX0102                          STATION RECOVERY (1968)
 DX0102
 DX0102'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0102'RECOVERED IN GOOD CONDITION.
 DX0102
 DX0102                          STATION RECOVERY (1978)
 DX0102
 DX0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0102'3.85 MILES EAST ON RAMON ROAD FROM THE POST OFFICE AT 1000 PALMS,
 DX0102'THENCE 4.7 MILES NORTH ALONG 1000 PALMS CANYON ROAD, THENCE 0.4 MILE
 DX0102'NORTH ALONG A TRACK ROAD, THENCE 0.15 MILE NORTHWEST ALONG THE BASE OF
 DX0102'A ROCKY HILL, AT THE SOUTHWEST END OF A SMALL ROCKY FOOT HILL TO THE
 DX0102'LITTLE SAN BERNARDINO MOUNTAINS, IN TOP OF A SMALL ROUNDED LEDGE,
 DX0102'14 FT. NORTHEAST OF AND ABOUT 7 FT. HIGHER THAN THE BASE OF THE HILL.
 DX0102
 DX0102                          STATION RECOVERY (1985)
 DX0102
 DX0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0102'FROM THE INTERSECTION OF I-10 AND DILLON ROAD, 15.0 MILES NORTHWEST
 DX0102'ALONG DILLON ROAD TO THE INTERSECTION OF THOUSAND PALMS CANYON ROAD,
 DX0102'THENCE 0.3 MILE NORTH TO 'Y', THENCE 0.1 MILE NORTHWEST TO POINT OF
 DX0102'ROCK, 30 FEET NORTH OF THE ROAD, ABOUT 10 FEET HIGHER THAN THE ROAD,
 DX0102'AND SET IN ROCK, A STANDARD METROPOLITIAN WATER DISTRICT OF SOUTHERN
 DX0102'CALIFORNIA TABLET STAMPED '30 X 1931'.
 DX0102
 DX0102                          STATION RECOVERY (1988)
 DX0102
 DX0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0103 ***********************************************************************
 DX0103  DESIGNATION -  30 Y
 DX0103  PID         -  DX0103
 DX0103  STATE/COUNTY-  CA/RIVERSIDE
 DX0103  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0103
 DX0103                         *CURRENT SURVEY CONTROL
 DX0103  ___________________________________________________________________
 DX0103* NAD 83(1986)-  33 53 30.     (N)    116 19 01.     (W)     SCALED    
 DX0103* NAVD 88     -       336.70   (+/-2cm)    1104.7    (feet)  VERTCON   
 DX0103  ___________________________________________________________________
 DX0103  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DX0103  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0103
 DX0103.The horizontal coordinates were scaled from a topographic map and have
 DX0103.an estimated accuracy of +/- 6 seconds.
 DX0103
 DX0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0103.The vertical order pertains to the NGVD 29 superseded value.
 DX0103
 DX0103.The geoid height was determined by GEOID03.
 DX0103
 DX0103;                    North         East    Units  Estimated Accuracy
 DX0103;SPC CA 6     -   691,310.    1,993,810.      MT  (+/- 180 meters Scaled)
 DX0103
 DX0103                          SUPERSEDED SURVEY CONTROL
 DX0103
 DX0103  NGVD 29 (??/??/??)  335.957  (m)         1102.22   (f) ADJUSTED    1 2
 DX0103
 DX0103.Superseded values are not recommended for survey control.
 DX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0103.See file dsdata.txt to determine how the superseded data were derived.
 DX0103
 DX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT631503(NAD 83)
 DX0103_MARKER: DD = SURVEY DISK
 DX0103_SETTING: 66 = SET IN ROCK OUTCROP
 DX0103_SP_SET: ROCK LEDGE
 DX0103_STAMPING: 30 Y 1931
 DX0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0103+STABILITY: POSITION/ELEVATION WELL
 DX0103
 DX0103  HISTORY     - Date     Condition        Report By
 DX0103  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0103  HISTORY     - 1985     GOOD             USGS
 DX0103
 DX0103                          STATION DESCRIPTION
 DX0103
 DX0103'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0103'13 MI NNW FROM INDIO.
 DX0103'13.0 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY, 1.1
 DX0103'MILES NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0103'ONE THOUSAND PALMS ROAD, ON THE POINT OF A ROCKY RIDGE, 150
 DX0103'FEET NORTHEAST OF THE ROAD, ABOUT 4 FEET ABOVE THE TOE OF THE
 DX0103'SLOPE, AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0103'CALIFORNIA STANDARD DISK, STAMPED 30 Y 1931 AND MARKED WITH A
 DX0103'TEE.
 DX0103
 DX0103                          STATION RECOVERY (1985)
 DX0103
 DX0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0103'FROM THE INTERSECTION OF I-10 AND DILLON RD., 15.0 MILES NORTHWEST
 DX0103'ALONG DILLON RD. TO THE INTERSECTION OF THOUSAND PALMS CANYON RD.,
 DX0103'THENCE 0.3 MILE NORTH TO 'Y', THENCE 1.2 MILE NORTHWEST TO THE POINT
 DX0103'OF A ROCKY RIDGE, 150 FEET NORTHEAST OF THE RD., ABOUT 4 FEET ABOVE
 DX0103'THE TOE OF THE SLOPE, SET IN ROCK, A STANDARD METROPOLITAN DISTRICT
 DX0103'OF SOUTHERN CALIFORNIA TABLET STAMPED '30 Y 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0106 ***********************************************************************
 DX0106  DESIGNATION -  30 Z
 DX0106  PID         -  DX0106
 DX0106  STATE/COUNTY-  CA/RIVERSIDE
 DX0106  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0106
 DX0106                         *CURRENT SURVEY CONTROL
 DX0106  ___________________________________________________________________
 DX0106* NAD 83(1986)-  33 53 51.     (N)    116 19 40.     (W)     SCALED    
 DX0106* NAVD 88     -       402.93   (+/-2cm)    1321.9    (feet)  VERTCON   
 DX0106  ___________________________________________________________________
 DX0106  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DX0106  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0106
 DX0106.The horizontal coordinates were scaled from a topographic map and have
 DX0106.an estimated accuracy of +/- 6 seconds.
 DX0106
 DX0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0106.The vertical order pertains to the NGVD 29 superseded value.
 DX0106
 DX0106.The geoid height was determined by GEOID03.
 DX0106
 DX0106;                    North         East    Units  Estimated Accuracy
 DX0106;SPC CA 6     -   691,960.    1,992,810.      MT  (+/- 180 meters Scaled)
 DX0106
 DX0106                          SUPERSEDED SURVEY CONTROL
 DX0106
 DX0106  NGVD 29 (??/??/??)  402.192  (m)         1319.52   (f) ADJUSTED    1 2
 DX0106
 DX0106.Superseded values are not recommended for survey control.
 DX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0106.See file dsdata.txt to determine how the superseded data were derived.
 DX0106
 DX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT621509(NAD 83)
 DX0106_MARKER: DD = SURVEY DISK
 DX0106_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0106_SP_SET: UNSPECIFIED ROCK
 DX0106_STAMPING: 30 Z 1931
 DX0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0106
 DX0106  HISTORY     - Date     Condition        Report By
 DX0106  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0106  HISTORY     - 1985     GOOD             USGS
 DX0106
 DX0106                          STATION DESCRIPTION
 DX0106
 DX0106'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0106'13.8 MI NNW FROM INDIO.
 DX0106'ABOUT 13-3/4 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY,
 DX0106'2.0 MILES NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION
 DX0106'OF THE ONE THOUSAND PALMS ROAD, ABOUT 420 FEET NORTHEAST OF THE
 DX0106'ROAD, 300 FEET EAST OF THE EAST SIDE OF DECEPTION WASH, ABOUT
 DX0106'10 FEET ABOVE THE TOE OF THE SLOPE, AND IN ROCK.  A METROPOLITAN
 DX0106'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0106'30 Z 1931 AND MARKED WITH A TEE.
 DX0106
 DX0106                          STATION RECOVERY (1985)
 DX0106
 DX0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0106'FROM THE INTERSECTION OF I-10 AND DILLON ROAD, 17.0 MILES NORTHWEST
 DX0106'ALONG DILLON ROAD TO EAST DECEPTION CANYON ROAD, THENCE 0.7 MILE
 DX0106'NORTHEAST UP THE CANYON TO ROAD INTERSECTION, THENCE 0.4 MILE
 DX0106'SOUTHWEST TO EAST SIDE OF WASH, ABOUT 420 FEET NORTHEAST OF THE ROAD,
 DX0106'300 FEET EAST OF THE EAST SIDE OF DECEPTION WASH, ABOUT 10 FEET ABOVE
 DX0106'THE TOE OF THE SLOPE, SET IN ROCK, A STANDARD METROPOLITAN WATER
 DX0106'DISTRICT OF SOUTHERN CALIFORNIA TABLET STAMPED '30 Z 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0266 ***********************************************************************
 HT0266  DESIGNATION -  30+15 USE
 HT0266  PID         -  HT0266
 HT0266  STATE/COUNTY-  CA/ALAMEDA
 HT0266  USGS QUAD   -  SAN LEANDRO (1993)
 HT0266
 HT0266                         *CURRENT SURVEY CONTROL
 HT0266  ___________________________________________________________________
 HT0266* NAD 83(1986)-  37 43 45.     (N)    122 12 32.     (W)     SCALED    
 HT0266* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 HT0266  ___________________________________________________________________
 HT0266  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HT0266  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0266
 HT0266.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0266
 HT0266.The horizontal coordinates were scaled from a topographic map and have
 HT0266.an estimated accuracy of +/- 6 seconds.
 HT0266
 HT0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0266.The vertical order pertains to the NGVD 29 superseded value.
 HT0266
 HT0266.The geoid height was determined by GEOID03.
 HT0266
 HT0266;                    North         East    Units  Estimated Accuracy
 HT0266;SPC CA 3     -   637,790.    1,849,370.      MT  (+/- 180 meters Scaled)
 HT0266
 HT0266                          SUPERSEDED SURVEY CONTROL
 HT0266
 HT0266  NGVD 29 (??/??/92)    0.443  (m)            1.45   (f) ADJ UNCH    1 2
 HT0266
 HT0266.Superseded values are not recommended for survey control.
 HT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0266.See file dsdata.txt to determine how the superseded data were derived.
 HT0266
 HT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG697760(NAD 83)
 HT0266_MARKER: P = PIPE CAP
 HT0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0266
 HT0266  HISTORY     - Date     Condition        Report By
 HT0266  HISTORY     - UNK      MONUMENTED       DOD
 HT0266  HISTORY     - 1956     GOOD             NGS
 HT0266  HISTORY     - 1963     GOOD             NGS
 HT0266
 HT0266                          STATION DESCRIPTION
 HT0266
 HT0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0266'AT OAKLAND MUN AIRPORT.
 HT0266'AT OAKLAND MUNICIPAL AIRPORT, ABOUT 0.3 MILE SOUTH OF THE CONTROL
 HT0266'TOWER, 500 FEET NORTHEAST OF THE CENTER LINE OF THE
 HT0266'NORTHWEST-SOUTHEAST RUNWAY, 81.7 FEET EAST OF THE EAST CORNER OF
 HT0266'A 3- BY 3-FOOT CONCRETE DRAIN BOX WHICH IS FLUSH WITH THE
 HT0266'GROUND, 53 FEET SOUTHWEST OF THE CENTER LINE OF A
 HT0266'NORTHWEST-SOUTHEAST TAXIWAY, ABOUT 1 1/2 FEET LOWER THAN THE
 HT0266'TAXIWAY, AND ENCASED IN CONCRETE PROJECTING 0.3 FOOT ABOVE THE
 HT0266'GROUND.
 HT0266
 HT0266                          STATION RECOVERY (1963)
 HT0266
 HT0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1193 ***********************************************************************
 KS1193  DESIGNATION -  300 BB
 KS1193  PID         -  KS1193
 KS1193  STATE/COUNTY-  CA/BUTTE
 KS1193  USGS QUAD   -  OROVILLE (1970)
 KS1193
 KS1193                         *CURRENT SURVEY CONTROL
 KS1193  ___________________________________________________________________
 KS1193* NAD 83(1986)-  39 32 32.     (N)    121 35 08.     (W)     SCALED    
 KS1193* NAVD 88     -        93.021  (meters)     305.19   (feet)  ADJUSTED  
 KS1193  ___________________________________________________________________
 KS1193  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 KS1193  DYNAMIC HT  -          92.968 (meters)     305.01  (feet)  COMP
 KS1193  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 KS1193
 KS1193  VERT ORDER  -  FIRST     CLASS II
 KS1193
 KS1193.The horizontal coordinates were scaled from a topographic map and have
 KS1193.an estimated accuracy of +/- 6 seconds.
 KS1193
 KS1193.The orthometric height was determined by differential leveling
 KS1193.and adjusted in June 1991.
 KS1193
 KS1193.The geoid height was determined by GEOID03.
 KS1193
 KS1193.The dynamic height is computed by dividing the NAVD 88
 KS1193.geopotential number by the normal gravity value computed on the
 KS1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1193.degrees latitude (g = 980.6199 gals.).
 KS1193
 KS1193.The modeled gravity was interpolated from observed gravity values.
 KS1193
 KS1193;                    North         East    Units  Estimated Accuracy
 KS1193;SPC CA 2     -   708,280.    2,035,620.      MT  (+/- 180 meters Scaled)
 KS1193
 KS1193                          SUPERSEDED SURVEY CONTROL
 KS1193
 KS1193  NGVD 29 (??/??/??)   92.296  (m)          302.81   (f) ADJUSTED    1 2
 KS1193
 KS1193.Superseded values are not recommended for survey control.
 KS1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1193.See file dsdata.txt to determine how the superseded data were derived.
 KS1193
 KS1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ215779(NAD 83)
 KS1193_MARKER: DD = SURVEY DISK
 KS1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1193_SP_SET: CONCRETE POST
 KS1193_STAMPING: 300 B 12 1909
 KS1193_MARK LOGO: USGS  
 KS1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1193+STABILITY: SURFACE MOTION
 KS1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1193+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1988
 KS1193
 KS1193  HISTORY     - Date     Condition        Report By
 KS1193  HISTORY     - 1909     MONUMENTED       USGS
 KS1193  HISTORY     - 1956     GOOD             NGS
 KS1193  HISTORY     - 19880727 POOR             NGS
 KS1193  HISTORY     - 20040324 POOR             CADT
 KS1193
 KS1193                          STATION DESCRIPTION
 KS1193
 KS1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KS1193'3.4 MI NW FROM OROVILLE.
 KS1193'0.1 MILE NORTHWEST ALONG OAK STREET FROM THE POST OFFICE AT
 KS1193'OROVILLE, THENCE 0.6 MILE NORTHEAST ALONG MONTGOMERY STREET
 KS1193'(ALTERNATE U.S. HIGHWAY 40), THENCE 2.7 MILES NORTHWEST ALONG
 KS1193'CHICO HIGHWAY, 0.15 MILE WEST OF A PRIVATE RESIDENCE ON THE
 KS1193'NORTH SIDE OF THE ROAD, ABOUT 300 FEET EAST OF A BARN, ABOUT
 KS1193'200 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 KS1193'CORNER OF A LARGE CORRUGATED METAL TOPPED FEEDING PEN, IN
 KS1193'R3E T20N, ALONG THE BOTTOM OF A DITCH, 50 FEET EAST OF THE
 KS1193'EAST EDGE OF A DRAINAGE DITCH, 34 1/2 FEET SOUTH OF THE CENTER
 KS1193'LINE OF THE HIGHWAY (SLOPE MEASUREMENT), 22 FEET EAST OF A
 KS1193'FENCE CORNER POST, 1.5 FEET NORTH OF A FENCE, 1.2 FEET WEST
 KS1193'OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND
 KS1193'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KS1193'GROUND.
 KS1193
 KS1193                          STATION RECOVERY (1988)
 KS1193
 KS1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS1193'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.5 KM
 KS1193'(2.80 MI) NORTHWESTERLY ALONG TABLE MOUNTAIN BOULEVARD FROM THE
 KS1193'JUNCTION OF MONTGOMERY STREET IN OROVILLE, 34.4 M (112.9 FT) EAST OF A
 KS1193'FENCE CORNER, 23.4 M (76.8 FT) EAST OF THE SOUTH END OF A PIPE
 KS1193'CULVERT, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE BOULEVARD,
 KS1193'1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF
 KS1193'A WITNESS POST AND FENCE, AND IN A CONCRETE MONUMENT THAT PROJECTS
 KS1193'0.19 M (0.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN
 KS1193'HIT AND THE NORTH SIDE BROKEN OFF AND THE DISK MUTILATED.  ALL THAT
 KS1193'REMAINS OF THE STAMPING IS AS ABOVE.
 KS1193
 KS1193                          STATION RECOVERY (2004)
 KS1193
 KS1193'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1193'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0219 ***********************************************************************
 DY0219  DESIGNATION -  300 USN
 DY0219  PID         -  DY0219
 DY0219  STATE/COUNTY-  CA/LOS ANGELES
 DY0219  USGS QUAD   -  LONG BEACH (1981)
 DY0219
 DY0219                         *CURRENT SURVEY CONTROL
 DY0219  ___________________________________________________________________
 DY0219* NAD 83(1986)-  33 45 18.     (N)    118 14 57.     (W)     SCALED    
 DY0219* NAVD 88     -         3.43   (+/-2cm)      11.3    (feet)  VERTCON   
 DY0219  ___________________________________________________________________
 DY0219  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0219  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0219
 DY0219.The horizontal coordinates were scaled from a topographic map and have
 DY0219.an estimated accuracy of +/- 6 seconds.
 DY0219
 DY0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0219.The vertical order pertains to the NGVD 29 superseded value.
 DY0219
 DY0219.The geoid height was determined by GEOID03.
 DY0219
 DY0219;                    North         East    Units  Estimated Accuracy
 DY0219;SPC CA 5     -   528,320.    1,976,910.      MT  (+/- 180 meters Scaled)
 DY0219
 DY0219                          SUPERSEDED SURVEY CONTROL
 DY0219
 DY0219  NGVD 29 (??/??/92)    2.637  (m)            8.65   (f) ADJ UNCH    1 2
 DY0219
 DY0219.Superseded values are not recommended for survey control.
 DY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0219.See file dsdata.txt to determine how the superseded data were derived.
 DY0219
 DY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT843356(NAD 83)
 DY0219_MARKER: B = BOLT
 DY0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0219_SP_SET: CURB
 DY0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0219
 DY0219  HISTORY     - Date     Condition        Report By
 DY0219  HISTORY     - UNK      MONUMENTED       DOD
 DY0219  HISTORY     - 1955     GOOD             NGS
 DY0219
 DY0219                          STATION DESCRIPTION
 DY0219
 DY0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0219'AT LONG BEACH.
 DY0219'AT LONG BEACH, ON TERMINAL ISLAND, 0.4 MILE WEST ALONG SEASIDE
 DY0219'AVENUE FROM GATE 1 OF ROOSEVELT NAVY BASE, AT LOS ANGELES-LONG
 DY0219'BEACH CITY LIMITS, IN THE TOP OF THE WEST END OF THE AVENUE
 DY0219'CURB, AT THE NORTHWEST END OF A STORM DRAIN, 47.6 FEET NORTH
 DY0219'OF THE CENTER LINE OF THE AVENUE, 14.9 FEET WEST OF THE CENTER
 DY0219'OF A FIRE HYDRANT, 6.2 FEET SOUTHEAST OF A CORNER STEEL FENCE
 DY0219'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1644 ***********************************************************************
 GT1644  DESIGNATION -  300.672
 GT1644  PID         -  GT1644
 GT1644  STATE/COUNTY-  CA/FRESNO
 GT1644  USGS QUAD   -  HERNDON (1978)
 GT1644
 GT1644                         *CURRENT SURVEY CONTROL
 GT1644  ___________________________________________________________________
 GT1644* NAD 83(1986)-  36 49 58.     (N)    119 54 46.     (W)     SCALED    
 GT1644* NAVD 88     -        92.29   (+/-2cm)     302.8    (feet)  VERTCON   
 GT1644  ___________________________________________________________________
 GT1644  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 GT1644  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1644
 GT1644.The horizontal coordinates were scaled from a topographic map and have
 GT1644.an estimated accuracy of +/- 6 seconds.
 GT1644
 GT1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1644.The vertical order pertains to the NGVD 29 superseded value.
 GT1644
 GT1644.The geoid height was determined by GEOID03.
 GT1644
 GT1644;                    North         East    Units  Estimated Accuracy
 GT1644;SPC CA 4     -   666,770.    1,918,580.      MT  (+/- 180 meters Scaled)
 GT1644
 GT1644                          SUPERSEDED SURVEY CONTROL
 GT1644
 GT1644  NGVD 29 (??/??/92)   91.544  (m)          300.34   (f) ADJ UNCH    1 2
 GT1644
 GT1644.Superseded values are not recommended for survey control.
 GT1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1644.See file dsdata.txt to determine how the superseded data were derived.
 GT1644
 GT1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA402802(NAD 83)
 GT1644_MARKER: P = PIPE CAP
 GT1644_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1644_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1644_STAMPING: 300.672 B 1902
 GT1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1644
 GT1644  HISTORY     - Date     Condition        Report By
 GT1644  HISTORY     - 1902     MONUMENTED       USGS
 GT1644  HISTORY     - 1953     GOOD             NGS
 GT1644
 GT1644                          STATION DESCRIPTION
 GT1644
 GT1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GT1644'9.6 MI NW FROM FRESNO.
 GT1644'9.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT1644'FROM THE STATION AT FRESNO, AT HERNDON, 0.3 MILE SOUTHEAST
 GT1644'OF THE HERNDON SIDING SIGN, 0.1 MILE SOUTHEAST OF THE CROSSING
 GT1644'OF GRANTLAND AVENUE, 11-1/4 RAILS NORTHWEST OF MILEPOLE 196,
 GT1644'AT THE FORMER CROSSING OF AN ABANDONED ROAD, 63 1/2 FEET EAST
 GT1644'OF THE CENTER LINE OF THE ABANDONED ROAD, 78 1/2 FEET NORTHWEST
 GT1644'OF TELEGRAPH POLE 10K, 58.6 FEET NORTHEAST OF THE NORTHEAST RAIL
 GT1644'OF THE MAIN TRACK, 62.8 FEET SOUTHWEST OF THE CENTER LINE OF A
 GT1644'NORTHWEST-SOUTHEAST PAVED ROAD, 1.4 FEET SOUTHWEST OF A WITNESS
 GT1644'POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP
 GT1644'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3602 ***********************************************************************
 GU3602  DESIGNATION -  3005=PAICINES
 GU3602  PID         -  GU3602
 GU3602  STATE/COUNTY-  CA/MONTEREY
 GU3602  USGS QUAD   -  MT HARLAN (1984)
 GU3602
 GU3602                         *CURRENT SURVEY CONTROL
 GU3602  ___________________________________________________________________
 GU3602* NAD 83(1992)-  36 38 32.99768(N)    121 23 57.78233(W)     ADJUSTED  
 GU3602* NAVD 88     -       918.9    (meters)    3015.     (feet)  VERTCON   
 GU3602  ___________________________________________________________________
 GU3602  EPOCH DATE  -        1991.35
 GU3602  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 GU3602  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GU3602  HORZ ORDER  -  FIRST
 GU3602
 GU3602.The horizontal coordinates were established by classical geodetic methods
 GU3602.and adjusted by the National Geodetic Survey in March 1994.
 GU3602.The horizontal coordinates are valid at the epoch date displayed above.
 GU3602.The epoch date for horizontal control is a decimal equivalence
 GU3602.of Year/Month/Day.
 GU3602
 GU3602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU3602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU3602
 GU3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3602
 GU3602.The geoid height was determined by GEOID03.
 GU3602
 GU3602;                    North         East     Units Scale Factor Converg.
 GU3602;SPC CA 4     -   647,946.965 1,785,466.127   MT  0.99994080   -1 25 53.2
 GU3602;SPC CA 4     - 2,125,806.00  5,857,816.78   sFT  0.99994080   -1 25 53.2
 GU3602;UTM  10      - 4,056,407.856   643,085.891   MT  0.99985224   +0 57 19.6
 GU3602
 GU3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3602!SPC CA 4     -   0.99986094  x   0.99994080  =   0.99980175
 GU3602!UTM  10      -   0.99986094  x   0.99985224  =   0.99971320
 GU3602
 GU3602|---------------------------------------------------------------------|
 GU3602| PID    Reference Object                     Distance      Geod. Az  |
 GU3602|                                                           dddmmss.s |
 GU3602| DA8517 PAICINES RM 1                         4.833 METERS 06810     |
 GU3602| GU3595 GONZALES ROUND MUNICIPAL TANK       APPROX.14.8 KM 1933735.0 |
 GU3602| GU3599 GONZALES MUNICIPAL TANK             APPROX.16.0 KM 1934725.0 |
 GU3602| DA8518 PAICINES RM 2                         3.802 METERS 28612     |
 GU3602| DA8516 PAICINES AZ MK                                     3321939.2 |
 GU3602|---------------------------------------------------------------------|
 GU3602
 GU3602                          SUPERSEDED SURVEY CONTROL
 GU3602
 GU3602  NAD 83(1986)-  36 38 32.99504(N)    121 23 57.77353(W) AD(1984.00) 1
 GU3602  NAD 27      -  36 38 33.13100(N)    121 23 54.00000(W) AD(       ) 1
 GU3602  NGVD 29 (07/19/86)  918.0    (m)         3012.     (f) VERT ANG    3  
 GU3602
 GU3602.Superseded values are not recommended for survey control.
 GU3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3602.See file dsdata.txt to determine how the superseded data were derived.
 GU3602
 GU3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF4308656408(NAD 83)
 GU3602_MARKER: Z = SEE DESCRIPTION
 GU3602_SETTING: 0 = UNSPECIFIED SETTING
 GU3602
 GU3602  HISTORY     - Date     Condition        Report By
 GU3602  HISTORY     - 1944     MONUMENTED       USGS
 GU3602  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GU3602  HISTORY     - 1962     SEE DESCRIPTION  CGS
 GU3602  HISTORY     - 1963     SEE DESCRIPTION  CGS
 GU3602
 GU3602                          STATION DESCRIPTION
 GU3602
 GU3602'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS)
 GU3602'STATION IS LOCATED 13 MILES E OF SALINAS, 10 MILES SW OF
 GU3602'PAICINES, AND 9 MILES NE OF CHUALAR.  IT IS ON THE SUMMIT OF
 GU3602'A POINTED, ROCKY-TOPPED MOUNTAIN.  ABOUT 80 FEET E OF A LARGE
 GU3602'OAK TREE, AND 10 FEET E OF A WIRE FENCE.
 GU3602'
 GU3602'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED
 GU3602'IN A DRILL HOLE IN AN OUTCROPPING BOULDER WHICH PROJECTS ABOUT
 GU3602'3 FEET ABOVE THE GROUND.  IT IS STAMPED 1917-25 VA AND WITH
 GU3602'AN ELEVATION OF 3005 FEET.
 GU3602'
 GU3602'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 GU3602'DRILL HOLE IN OUTCROPPING BOULDER.  IT IS STAMPED PAICINES
 GU3602'NO 1 1944.
 GU3602'
 GU3602'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 GU3602'DRILL HOLE IN OUTCROPPING BOULDER.  IT IS STAMPED PAICINES
 GU3602'NO 2 1944.
 GU3602'
 GU3602'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 GU3602'SQUARE BLOCK OF CONCRETE WHICH PROJECTS ABOUT 3 INCHES ABOVE
 GU3602'THE GROUND.  IT IS STAMPED PAICINES 1944.  IT IS LOCATED
 GU3602'60 FEET SW OF A BOARD GATE AND 30 FEET S OF A FENCE CORNER.
 GU3602'
 GU3602'TO REACH STATION FROM PAICINES, GO S ON STATE HIGHWAY 25
 GU3602'FOR 3.0 MILES TO A WHITE HOUSE WITH RED WINDOW FRAMES ON
 GU3602'THE LEFT.  HERE TURN RIGHT AND GO W ALONG ORCHARD AND THEN
 GU3602'S FOR 1.0 MILE TO A HOUSE ON THE LEFT.  AGAIN TURN RIGHT
 GU3602'AND GO W ON MAIN GRADED ROAD FOR 3.9 MILES TO A NARROW OILED
 GU3602'ROAD.  TURN LEFT AND GO SW UP THE CANYON FOR 1.7 MILES.  TAKE
 GU3602'THE RIGHT FORK AND GO 1.3 MILES TO A BOARD GATE.  CONTINUE
 GU3602'SW UP THE STEEP AND NARROW ROAD FOR 4.5 MILES TO MYERS RANCH,
 GU3602'PASS THROUGH THE TWO CORRAL GATES AND CONTINUE S 0.4 MILE
 GU3602'TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE DOWN
 GU3602'HILL 0.2 MILE.  TAKE THE LEFT FORK AND CONTINUE DOWN-GRADE
 GU3602'FOR 0.6 MILE.  HERE TURN RIGHT OFF THE TRACK ROAD AND GO S
 GU3602'UPGRADE FOR ABOUT 0.2 MILE TO THE END OF TRUCK TRAVEL.  STATION
 GU3602'IS ABOUT 0.2 MILE S OF HERE, ON SUMMIT OF MOUNTAIN.
 GU3602
 GU3602                          STATION RECOVERY (1946)
 GU3602
 GU3602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB)
 GU3602'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH BALD
 GU3602'PEAK ON THE SE SLOPE OF A GROUP OF HILLS, ABOUT 10 MILES
 GU3602'AIRLINE SW OF TRES PINOS, ABOUT 14 MILES AIRLINE E OF SALINAS,
 GU3602'AND ABOUT 2 MILES SE OF THE OLD MC VAIL RANCH HOUSE.
 GU3602'
 GU3602'THE MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY MARK SET
 GU3602'IN OUTCROP PROJECTING ABOUT 3 FEET WITH LARGE BOULDERS PILED
 GU3602'AROUND THE OUTCROP.  IT IS STAMPED 1917 4-25 3005 VA.
 GU3602'
 GU3602'TO REACH THE STATION FROM HOLLISTER, GO S ON SAN BENITO
 GU3602'STREET (THE MAIN STREET) TO ITS END AT T-INTERSECTION, TURN
 GU3602'LEFT AND GO ONE BLOCK.  TURN RIGHT ONTO BIRD CREEK ROAD AND
 GU3602'CONTINUE FOR 0.8 MILE, TAKE LEFT FORK ONTO THE CIENEGA VALLEY
 GU3602'ROAD AND CONTINUE FOR 0.3 MILE, KEEP RIGHT FORK FOR 0.9 MILE,
 GU3602'TAKE RIGHT FORK AND CONTINUE FOR 5.0 MILES TO W.A. TAYLOR AND
 GU3602'COMPANY RANCH AND BUILDINGS.  CONTINUE ON MAIN BLACK-TOP
 GU3602'ROAD FOR 3.2 MILES TO THE CIENEGA SCHOOL, CONTINUE FOR 0.6
 GU3602'MILE TO A FORK, KEEP RIGHT FORK FOR 1.3 MILES, TURN RIGHT
 GU3602'OFF BLACK-TOP ONTO TRACK ROAD ABOUT 0.1 MILE BEFORE REACHING
 GU3602'A WHITE HOUSE.  CONTINUE FOR 0.1 MILE TO A FORK, KEEP LEFT
 GU3602'FORK (RIGHT FORK LEADING TO OLD STONE HOUSE) FOR 0.3 MILE
 GU3602'TO THREE OLD STONE FURNACES ON THE RIGHT, CONTINUE ON TRACK
 GU3602'ROAD UP CANYON FOR 3.7 MILES TO TOP OF HILL AND OLD BARN ON
 GU3602'THE LEFT AND FARM BUILDINGS ON THE RIGHT.  CONTINUE FOR
 GU3602'0.2 MILE TO THREE FORKS AT FENCE CORNER, TAKE RIGHT
 GU3602'FORK AND CONTINUE ON MAIN ROAD AROUND FIELD FOR 0.6
 GU3602'MILE TO YELLOW FARM HOUSE.  CONTINUE ON ROAD PASSING
 GU3602'BETWEEN HOUSE AND BARN UP GRADE FOR 0.6 MILE TO A FORK,
 GU3602'TAKE LEFT FORK DOWN GRADE FOR 0.7 MILE TO A TRIANGULAR
 GU3602'BLAZE ON A LARGE OAK TREE ABOUT 100 YARDS TO THE RIGHT OF
 GU3602'THE ROAD, TURN RIGHT OFF THE ROAD AND CONTINUE UP THE
 GU3602'RIDGE FOR ABOUT 0.3 MILE AND THE END OF TRUCK TRAVEL.
 GU3602'FROM THE END OF TRUCK TRAVEL CONTINUE ON FOOT UP RIDGE
 GU3602'SE TO A SADDLE, THEN E TO HIGHEST POINT OF PEAK AND
 GU3602'STATION.
 GU3602'
 GU3602'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROP
 GU3602'PROJECTING ABOUT 1-1/2 FEET, AND IS ABOUT 2 FEET LOWER THAN
 GU3602'THE STATION.  IT IS STAMPED PAICINES NO 1 1944.
 GU3602'
 GU3602'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROP
 GU3602'PROJECTING ABOUT 1 FOOT, AND IS ABOUT 2-1/2 FEET LOWER THAN
 GU3602'THE STATION.  IT IS ABOUT 2 FEET W OF A FENCE LINE.  IT IS
 GU3602'STAMPED PAICINES NO 2 1944.
 GU3602
 GU3602                          STATION RECOVERY (1962)
 GU3602
 GU3602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GU3602'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 GU3602'CONDITION.  THE AZIMUTH MARK, DESCRIBED AS A CONCRETE MARK,
 GU3602'WAS FOUND TO BE A PIPE MARK.  THE ROUTE TO THE STATION IS
 GU3602'NOW INADEQUATE.  A COMPLETE DESCRIPTION FOLLOWS.
 GU3602'
 GU3602'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES EAST OF SALINAS,
 GU3602'10 MILES SOUTHWEST OF PAICINES, 10 MILES SOUTHEAST OF FREMONT
 GU3602'PEAK, 9 MILES NORTHEAST OF CHUALAR AND ON THE SUMMIT OF A
 GU3602'HIGH, GRASSY, POINTED HILL WITH OUTCROPPING ROCK ON TOP.
 GU3602'
 GU3602'STATION MARK IS A USGS BRONZE DISK, STAMPED 1917-4-25 3005 VA,
 GU3602'CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF AN OUTCROP
 GU3602'OF BEDROCK WITH 2 BY 4 FEET EXPOSED AND PROJECTING 2 FEET.
 GU3602'THE OUTCROP IS SURROUNDED BY LARGE BOULDERS.  IT IS 80 FEET
 GU3602'EAST OF AN OAK TREE AND 10 FEET EAST OF A FENCE LINE.
 GU3602'
 GU3602'REFERENCE MARK 1 IS A STANDARD USC AND GS DISK, STAMPED PAICINES
 GU3602'NO 1 1944, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GU3602'1-1/2 BY 3 FEET EXPOSED, PROJECTING 1 FOOT AND 1 FOOT LOWER
 GU3602'THAN THE STATION.  IT IS 21 FEET EAST OF THE FENCE LINE.
 GU3602'
 GU3602'REFERENCE MARK 2 IS A STANDARD USC AND GS DISK, STAMPED
 GU3602'PAICINES NO 2 1944, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GU3602'BEDROCK 3 BY 4 FEET EXPOSED, PROJECTING 1 FOOT AND 2-1/2 FEET
 GU3602'LOWER THAN THE STATION.  IT IS 2 FEET WEST OF THE FENCE LINE.
 GU3602'
 GU3602'AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK, STAMPED
 GU3602'PAICINES AZIMUTH 1944, BRAZED TO THE TOP OF A 3 INCH PIPE THAT
 GU3602'PROJECTS 6 INCHES.  IT IS 63.5 FEET WEST OF THE WEST GATE
 GU3602'POST, 38.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 30.5 FEET
 GU3602'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT
 GU3602'SOUTHEAST OF A METAL WITNESS POST.
 GU3602'
 GU3602'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOLLISTER,
 GU3602'GO WEST ON FIFTH STREET FOR 0.05 MILE, TURN LEFT ON SAN
 GU3602'BENITO STREET AND GO SOUTH FOR 0.8 MILE, TURN LEFT ON NASH
 GU3602'ROAD FOR 0.1 MILE, TURN RIGHT ON CIENEGA ROAD FOR 8.5 MILES
 GU3602'TO THE TAYLOR WINERY ON THE RIGHT.  CONTINUE ON THE CIENEGA
 GU3602'ROAD FOR 3.8 MILES TO THE CIENEGA SCHOOL ON THE RIGHT, CONTINUE
 GU3602'FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, LIME KILN
 GU3602'ROAD, AND GO 1.3 MILES TO A SIGN LIBBY RANCH ON THE LEFT.
 GU3602'TURN LEFT AND GO 0.15 MILE TO THE LIBBY RANCH ON THE LEFT
 GU3602'(INQUIRE HERE ABOUT LOCKED GATES).  CONTINUE ON PAST THE
 GU3602'HOUSE FOR 0.1 MILE TO A BOARD GATE, CONTINUE ON THE MAIN ROAD
 GU3602'FOR 2.1 MILES TO A LOCKED GATE.  PASS THROUGH AND CONTINUE
 GU3602'FOR 0.85 MILE TO A CATTLE FEEDER ON THE RIGHT AND A FORK.
 GU3602'TAKE THE RIGHT FORK FOR 0.5 MILE TO A FORK.  TAKE THE
 GU3602'LEFT FORK FOR 1.0 MILE TO A WIRE GATE.  PASS THROUGH AND
 GU3602'CONTINUE FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH AND
 GU3602'CONTINUE 0.25 MILE TO A FORK.  TAKE RIGHT FORK, MAIN ROAD,
 GU3602'AND GO 1.4 MILES TO A BOARD GATE.  PASS THROUGH AND
 GU3602'CONTINUE FOR 0.15 MILE TO A FORK.  PASS THROUGH AND
 GU3602'CONTINUE 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 GU3602'0.5 MILE TO A GATE.  PASS THROUGH AND GO 0.1 MILE TO A GATE
 GU3602'AND A YELLOW HOUSE ON THE LEFT.  PASS THROUGH GATE AND
 GU3602'CONTINUE 0.5 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 GU3602'RIGHT.  CONTINUE FOR 0.2 MILE TO A FORK AND GATE.  TAKE THE
 GU3602'LEFT FORK, DOWN HILL, AND GO 0.4 MILE TO A FORK.  TAKE
 GU3602'THE RIGHT FORK OFF THE MAIN ROAD AND ACROSS A DRAW FOR 0.4
 GU3602'MILE TO A WATER TANK ON THE LEFT.  CONTINUE FOR 0.4
 GU3602'MILE TO A WIRE GATE.  CONTINUE FOR 0.25 MILE TO A FORK.  TAKE
 GU3602'THE RIGHT FORK FOR 0.1 MILE TO A T ROAD.  TURN RIGHT, THROUGH
 GU3602'WIRE GATE, AND GO 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 GU3602'AND GO 0.2 MILE TO A WIRE GATE AT THE BASE OF THE HILL AND
 GU3602'THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST ALONG FENCE
 GU3602'LINE FOR ABOUT 0.1 MILE TO TOP OF RIDGE, THEN TURN RIGHT AND
 GU3602'FOLLOW RIDGE TO HIGHEST POINT AND STATION, ABOUT 0.1 MILE.
 GU3602'A STEEP 15 MINUTE PACK.
 GU3602
 GU3602                          STATION RECOVERY (1963)
 GU3602
 GU3602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA)
 GU3602'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 GU3602'GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE
 GU3602'CHECKED, A DIFFERENCE WAS FOUND TO REFERENCE MARK NO. 2.
 GU3602'THE DIRECTION TO THE AZIMUTH MARK CHECKED, BUT A DIFFERENCE
 GU3602'WAS FOUND TO THE REFERENCE MARKS.  THE STATION MARK IS STABLE
 GU3602'AT THIS TIME.  DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION
 GU3602'FOLLOWS--
 GU3602'
 GU3602'STATION IS LOCATED ABOUT 13 MILES EAST OF SALINAS, ABOUT
 GU3602'10 MILES SOUTHWEST OF PAICINES, ABOUT 9 MILES NORTHEAST OF
 GU3602'CHUALAR AND ON THE SUMMIT OF A POINTED ROCKY TOPPED MOUNTAIN.
 GU3602'
 GU3602'TO REACH THE STATION FROM THE DEPOT IN GONZALES, GO NORTH
 GU3602'ON U.S. HIGHWAY 101 (BUSINESS ROUTE) FOR 1.5 MILES TO FORK, TAKE
 GU3602'RIGHT FORK CROSSING OVERPASS FOR 0.25 MILE, BEAR RIGHT THEN LEFT ONTO
 GU3602'OLD STAGE ROAD AND GO NORTHWEST FOR 2.7 MILES TO SIDE ROAD
 GU3602'RIGHT (IVERSEN ROAD), CONTINUE FOR 1.6 MILES TO A SIDE ROAD
 GU3602'RIGHT (CHUALAR CANYON ROAD), TURN RIGHT AND GO EAST FOR 3.9
 GU3602'MILES TO A ABANDONED SCHOOL HOUSE ON LEFT, CONTINUE FOR 2.3
 GU3602'MILES TO CORRAL ON RIGHT AND FARM HOUSE ON LEFT, TURN LEFT
 GU3602'CROSSING BRIDGE THEN RIGHT TO GATE, PASS THROUGH GATE AND
 GU3602'CONTINUE ON TRACK ROAD FOR 0.6 MILE TO A LOCKED GATE ON
 GU3602'LEFT, PASS THROUGH GATE AND CONTINUE UP HILL ON MAIN ROAD
 GU3602'FOR 0.7 MILE TO A LOOP, CONTINUE AROUND LOOP FOLLOWING
 GU3602'ROAD UP HILL FOR 2.4 MILES TO FORK, KEEP RIGHT AND
 GU3602'CONTINUE FOR 1.0 MILE TO TWO TANKS ON LEFT, (TO REACH THE
 GU3602'AZIMUTH MARK FROM THIS POINT, CONTINUE ON MAIN ROAD FOR
 GU3602'1.0 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED), BEAR
 GU3602'LEFT CROSSING WASH FOR 0.1 MILE TO END OF TRUCK TRAVEL.
 GU3602'FROM HERE PACK SOUTHWEST TO TOP OF HILL AND STATION AS
 GU3602'DESCRIBED.  (THIS IS A 20 MINUTE PACK BUT WITH A 4-WHEEL
 GU3602'DRIVE PACKING TIME CAN BE CUT TO 5 MINUTES.)
 GU3602'
 GU3602'STATION MARK, A U.S. GEOLOGICAL SURVEY DISK SET IN A DRILL
 GU3602'HOLE IN THE SIDE OF A OUTCROPPING BOULDER WHICH PROJECTS ABOUT
 GU3602'3 FEET AND SURROUNDED BY SMALLER ROCKS.  THE DISK IS STAMPED
 GU3602'1917 4-25 VA 3005, IS 80 FEET EAST OF A LARGE OAK TREE AND
 GU3602'10 FEET EAST OF A WIRE FENCE.
 GU3602'
 GU3602'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE
 GU3602'IN OUTCROPPING ROCK WHICH PROJECTS ABOUT 1 FOOT AND IS ABOUT
 GU3602'3 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 GU3602'STAMPED PAICINES NO 1 1944.
 GU3602'
 GU3602'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 GU3602'HOLE IN A OUTCROPPING BOULDER WHICH PROJECTS ABOUT 2 FEET
 GU3602'AND IS STAMPED PAICINES NO 2 1944.
 GU3602'
 GU3602'AZIMUTH MARK, A STANDARD AZIMUTH DISK BRAZED TO THE TOP OF A
 GU3602'2-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED
 GU3602'PAICINES 1944.  THE MARK IS 64 FEET SOUTHWEST OF A BOARD
 GU3602'GATE, 31 FEET SOUTH OF FENCE CORNER, 1 FOOT EAST OF A FENCE
 GU3602'AND 1 FOOT SOUTHEAST OF THE WITNESS POST.
 GU3602'
 GU3602'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0211 ***********************************************************************
 DY0211  DESIGNATION -  301 USN
 DY0211  PID         -  DY0211
 DY0211  STATE/COUNTY-  CA/LOS ANGELES
 DY0211  USGS QUAD   -  LONG BEACH (1981)
 DY0211
 DY0211                         *CURRENT SURVEY CONTROL
 DY0211  ___________________________________________________________________
 DY0211* NAD 83(1986)-  33 45 28.     (N)    118 14 24.     (W)     SCALED    
 DY0211* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 DY0211  ___________________________________________________________________
 DY0211  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0211  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0211
 DY0211.The horizontal coordinates were scaled from a topographic map and have
 DY0211.an estimated accuracy of +/- 6 seconds.
 DY0211
 DY0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0211.The vertical order pertains to the NGVD 29 superseded value.
 DY0211
 DY0211.The geoid height was determined by GEOID03.
 DY0211
 DY0211;                    North         East    Units  Estimated Accuracy
 DY0211;SPC CA 5     -   528,620.    1,977,760.      MT  (+/- 180 meters Scaled)
 DY0211
 DY0211                          SUPERSEDED SURVEY CONTROL
 DY0211
 DY0211  NGVD 29 (??/??/92)    1.570  (m)            5.15   (f) ADJ UNCH    1 2
 DY0211
 DY0211.Superseded values are not recommended for survey control.
 DY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0211.See file dsdata.txt to determine how the superseded data were derived.
 DY0211
 DY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851359(NAD 83)
 DY0211_MARKER: B = BOLT
 DY0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0211_SP_SET: CONCRETE BASE
 DY0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0211
 DY0211  HISTORY     - Date     Condition        Report By
 DY0211  HISTORY     - UNK      MONUMENTED       DOD
 DY0211  HISTORY     - 1954     GOOD             NGS
 DY0211
 DY0211                          STATION DESCRIPTION
 DY0211
 DY0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0211'AT LONG BEACH.
 DY0211'AT LONG BEACH, ON TERMINAL ISLAND, AT THE SOUTHWEST CORNER
 DY0211'OF THE T JUNCTION OF SEASIDE AVENUE AND A STREET LEADING SOUTH
 DY0211'TO GATE 2 OF LONG BEACH NAVAL STATION, DRIVEN BETWEEN THE
 DY0211'ASPHALT PAVEMENT AND THE SOUTH CONCRETE GUTTER LINE OF THE
 DY0211'AVENUE, AND 2.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DY0211'CONCRETE BASE OF A TRAFFIC SIGNAL LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0049 ***********************************************************************
 HT0049  DESIGNATION -  301.39
 HT0049  PID         -  HT0049
 HT0049  STATE/COUNTY-  CA/ALAMEDA
 HT0049  USGS QUAD   -  OAKLAND EAST (1997)
 HT0049
 HT0049                         *CURRENT SURVEY CONTROL
 HT0049  ___________________________________________________________________
 HT0049* NAD 83(1986)-  37 51 22.     (N)    122 14 48.     (W)     SCALED    
 HT0049* NAVD 88     -        92.73   (+/-2cm)     304.2    (feet)  VERTCON   
 HT0049  ___________________________________________________________________
 HT0049  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0049  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0049
 HT0049.The horizontal coordinates were scaled from a topographic map and have
 HT0049.an estimated accuracy of +/- 6 seconds.
 HT0049
 HT0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0049.The vertical order pertains to the NGVD 29 superseded value.
 HT0049
 HT0049.The geoid height was determined by GEOID03.
 HT0049
 HT0049;                    North         East    Units  Estimated Accuracy
 HT0049;SPC CA 3     -   651,940.    1,846,310.      MT  (+/- 180 meters Scaled)
 HT0049
 HT0049                          SUPERSEDED SURVEY CONTROL
 HT0049
 HT0049  NGVD 29 (??/??/92)   91.89   (m)          301.5    (f) COMPUTED    1 2
 HT0049
 HT0049.Superseded values are not recommended for survey control.
 HT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0049.See file dsdata.txt to determine how the superseded data were derived.
 HT0049
 HT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG662901(NAD 83)
 HT0049_MARKER: DB = BENCH MARK DISK
 HT0049_SETTING: 0 = UNSPECIFIED SETTING
 HT0049_STAMPING: 301.39
 HT0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0049
 HT0049  HISTORY     - Date     Condition        Report By
 HT0049  HISTORY     - UNK      MONUMENTED       CGS
 HT0049  HISTORY     - 1934     GOOD             NGS
 HT0049  HISTORY     - 1958     MARK NOT FOUND   USGS
 HT0049
 HT0049                          STATION DESCRIPTION
 HT0049
 HT0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HT0049'AT BERKELEY.
 HT0049'NEAR THE INTERSECTION OF CLAREMONT AVENUE AND WEBSTER STREET,
 HT0049'AT THE CLAREMONT RESERVOIR, 14 FEET NORTHEAST OF PUMP HOUSE,
 HT0049'AND 1 FOOT FROM RESERVOIR WALL.
 HT0049
 HT0049                          STATION RECOVERY (1958)
 HT0049
 HT0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HT0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1761 ***********************************************************************
 EW1761  DESIGNATION -  301.689 C OF LA
 EW1761  PID         -  EW1761
 EW1761  STATE/COUNTY-  CA/LOS ANGELES
 EW1761  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1761
 EW1761                         *CURRENT SURVEY CONTROL
 EW1761  ___________________________________________________________________
 EW1761* NAD 83(1986)-  34 03 31.     (N)    118 26 38.     (W)     SCALED    
 EW1761* NAVD 88     -        92.75   (+/-2cm)     304.3    (feet)  VERTCON   
 EW1761  ___________________________________________________________________
 EW1761  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EW1761  VERT ORDER  -  THIRD (See Below)
 EW1761
 EW1761.The horizontal coordinates were scaled from a topographic map and have
 EW1761.an estimated accuracy of +/- 6 seconds.
 EW1761
 EW1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1761.The vertical order pertains to the NGVD 29 superseded value.
 EW1761
 EW1761.The geoid height was determined by GEOID03.
 EW1761
 EW1761;                    North         East    Units  Estimated Accuracy
 EW1761;SPC CA 5     -   562,060.    1,959,020.      MT  (+/- 180 meters Scaled)
 EW1761
 EW1761                          SUPERSEDED SURVEY CONTROL
 EW1761
 EW1761  NGVD 29 (??/??/??)   91.98   (m)          301.8    (f) RESET       3  
 EW1761
 EW1761.Superseded values are not recommended for survey control.
 EW1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1761.See file dsdata.txt to determine how the superseded data were derived.
 EW1761
 EW1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667695(NAD 83)
 EW1761_MARKER: S = SPIKE
 EW1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1761_SP_SET: CATCH BASIN
 EW1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1761
 EW1761  HISTORY     - Date     Condition        Report By
 EW1761  HISTORY     - UNK      MONUMENTED       CA1980
 EW1761  HISTORY     - 1945     GOOD             NGS
 EW1761
 EW1761                          STATION DESCRIPTION
 EW1761
 EW1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1761'AT LOS ANGELES.
 EW1761'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1761'WESTWOOD BOULEVARD.  LOCATED IN THE NORTH WEST CORNER OF A CATCH
 EW1761'BASIN, 1.0 FOOT NORTH OF THE NORTH CURB OF WILSHIRE BOULEVARD, AND
 EW1761'39.3 FEET EAST OF THE EAST CURBLINE OF WESTWOOD BOULEVARD.  A CUT
 EW1761'SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1658 ***********************************************************************
 EV1658  DESIGNATION -  3010
 EV1658  PID         -  EV1658
 EV1658  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1658  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1658
 EV1658                         *CURRENT SURVEY CONTROL
 EV1658  ___________________________________________________________________
 EV1658* NAD 83(1986)-  34 27 12.     (N)    117 03 57.     (W)     SCALED    
 EV1658* NAVD 88     -       918.927  (meters)    3014.85   (feet)  READJUSTED
 EV1658  ___________________________________________________________________
 EV1658  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EV1658  DYNAMIC HT  -         917.810 (meters)    3011.18  (feet)  COMP
 EV1658  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 EV1658
 EV1658  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1658
 EV1658.The horizontal coordinates were scaled from a topographic map and have
 EV1658.an estimated accuracy of +/- 6 seconds.
 EV1658
 EV1658.The orthometric height was determined by differential leveling
 EV1658.and adjusted in February 1993.
 EV1658.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1658.distribution rate of 0.0 thru 1.0 mm/km.
 EV1658.The height was derived from older observations constrained to new
 EV1658.heights in a crustal motion area.  The height is approximate in
 EV1658.relation to other heights in its vicinity.
 EV1658
 EV1658.The geoid height was determined by GEOID03.
 EV1658
 EV1658.The dynamic height is computed by dividing the NAVD 88
 EV1658.geopotential number by the normal gravity value computed on the
 EV1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1658.degrees latitude (g = 980.6199 gals.).
 EV1658
 EV1658.The modeled gravity was interpolated from observed gravity values.
 EV1658
 EV1658;                    North         East    Units  Estimated Accuracy
 EV1658;SPC CA 5     -   606,150.    2,085,840.      MT  (+/- 180 meters Scaled)
 EV1658
 EV1658                          SUPERSEDED SURVEY CONTROL
 EV1658
 EV1658  NGVD 29 (??/??/92)  918.085  (m)         3012.08   (f) ADJ UNCH    1 1
 EV1658
 EV1658.Superseded values are not recommended for survey control.
 EV1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1658.See file dsdata.txt to determine how the superseded data were derived.
 EV1658
 EV1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU939124(NAD 83)
 EV1658_MARKER: P = PIPE CAP
 EV1658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV1658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV1658_STAMPING: 3010 SB
 EV1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV1658+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EV1658
 EV1658  HISTORY     - Date     Condition        Report By
 EV1658  HISTORY     - UNK      MONUMENTED       USGS
 EV1658  HISTORY     - 1961     GOOD             NGS
 EV1658  HISTORY     - 1978     GOOD             NGS
 EV1658  HISTORY     - 20030305 GOOD             USPSQD
 EV1658
 EV1658                          STATION DESCRIPTION
 EV1658
 EV1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV1658'6.8 MI W FROM LUCERNE VALLEY.
 EV1658'6.85 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF OLD
 EV1658'WOMAN SPRINGS ROAD AT LUCERNE VALLEY, AT THE CROSSING OF A POWER
 EV1658'LINE, 121 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 EV1658'264 FEET EAST OF THE SOUTHEAST STEEL LEG OF A STEEL TRANSMISSION
 EV1658'LINE TOWER, 103 FEET SOUTH OF TELEPHONE POLE 2344, 0.9 FOOT
 EV1658'NORTH-NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 EV1658'HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 EV1658'PROJECTING 2 FEET ABOVE THE GROUND.
 EV1658
 EV1658                          STATION RECOVERY (1978)
 EV1658
 EV1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1658'RECOVERED IN GOOD CONDITION.
 EV1658
 EV1658                          STATION RECOVERY (2003)
 EV1658
 EV1658'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1658'REMOVE REFERENCE TO TELEPHONE POLE. POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0397 ***********************************************************************
 DX0397  DESIGNATION -  3015 T
 DX0397  PID         -  DX0397
 DX0397  STATE/COUNTY-  CA/SAN DIEGO
 DX0397  USGS QUAD   -  WARNERS RANCH (1976)
 DX0397
 DX0397                         *CURRENT SURVEY CONTROL
 DX0397  ___________________________________________________________________
 DX0397* NAD 83(1986)-  33 10 57.     (N)    116 41 45.     (W)     SCALED    
 DX0397* NAVD 88     -       920.07   (+/-2cm)    3018.6    (feet)  VERTCON   
 DX0397  ___________________________________________________________________
 DX0397  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DX0397  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0397
 DX0397.The horizontal coordinates were scaled from a topographic map and have
 DX0397.an estimated accuracy of +/- 6 seconds.
 DX0397
 DX0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0397.The vertical order pertains to the NGVD 29 superseded value.
 DX0397
 DX0397.The geoid height was determined by GEOID03.
 DX0397
 DX0397;                    North         East    Units  Estimated Accuracy
 DX0397;SPC CA 6     -   612,750.    1,958,420.      MT  (+/- 180 meters Scaled)
 DX0397
 DX0397                          SUPERSEDED SURVEY CONTROL
 DX0397
 DX0397  NGVD 29 (??/??/??)  919.314  (m)         3016.12   (f) ADJUSTED    1 2
 DX0397
 DX0397.Superseded values are not recommended for survey control.
 DX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0397.See file dsdata.txt to determine how the superseded data were derived.
 DX0397
 DX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS283715(NAD 83)
 DX0397_MARKER: Z = SEE DESCRIPTION
 DX0397_SETTING: 0 = UNSPECIFIED SETTING
 DX0397_STAMPING: 3015 T
 DX0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0397
 DX0397  HISTORY     - Date     Condition        Report By
 DX0397  HISTORY     - UNK      MONUMENTED       USGS
 DX0397  HISTORY     - 1968     GOOD             CA-073
 DX0397  HISTORY     - 1969     GOOD             CA-073
 DX0397
 DX0397                          STATION DESCRIPTION
 DX0397
 DX0397'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0397'AT SANTA YSABEL.
 DX0397'NW CORNER RAMON QUAD 34 SE ON RD TO YSABEL SW INTO RAMON QUAD
 DX0397'34 5.5 MI NW YSABEL SEC 32 T11S R3E YSABEL RANCH BDY 5 FT S
 DX0397'INTO SE SEC LI IP STAMPED 3015 T.  IRON POST.
 DX0397
 DX0397                          STATION RECOVERY (1969)
 DX0397
 DX0397'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DX0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0719 ***********************************************************************
 KT0719  DESIGNATION -  3015.7 USGS
 KT0719  PID         -  KT0719
 KT0719  STATE/COUNTY-  CA/TEHAMA
 KT0719  USGS QUAD   -  HALL RIDGE (1973)
 KT0719
 KT0719                         *CURRENT SURVEY CONTROL
 KT0719  ___________________________________________________________________
 KT0719* NAD 83(1986)-  39 49 34.     (N)    122 40 13.     (W)     SCALED    
 KT0719* NAVD 88     -       921.02   (+/-2cm)    3021.7    (feet)  VERTCON   
 KT0719  ___________________________________________________________________
 KT0719  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 KT0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0719
 KT0719.The horizontal coordinates were scaled from a topographic map and have
 KT0719.an estimated accuracy of +/- 6 seconds.
 KT0719
 KT0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0719.The vertical order pertains to the NGVD 29 superseded value.
 KT0719
 KT0719.The geoid height was determined by GEOID03.
 KT0719
 KT0719;                    North         East    Units  Estimated Accuracy
 KT0719;SPC CA 1     -   554,940.    1,942,620.      MT  (+/- 180 meters Scaled)
 KT0719
 KT0719                          SUPERSEDED SURVEY CONTROL
 KT0719
 KT0719  NGVD 29 (??/??/92)  920.103  (m)         3018.70   (f) ADJ UNCH    2 0
 KT0719
 KT0719.Superseded values are not recommended for survey control.
 KT0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0719.See file dsdata.txt to determine how the superseded data were derived.
 KT0719
 KT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK282085(NAD 83)
 KT0719_MARKER: N = NAIL
 KT0719_SETTING: 66 = SET IN ROCK OUTCROP
 KT0719_SP_SET: ROCK OUTCROP
 KT0719_STAMPING: USGS BM
 KT0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0719+STABILITY: POSITION/ELEVATION WELL
 KT0719
 KT0719  HISTORY     - Date     Condition        Report By
 KT0719  HISTORY     - UNK      MONUMENTED       USGS
 KT0719  HISTORY     - 1940     GOOD             NGS
 KT0719
 KT0719                          STATION DESCRIPTION
 KT0719
 KT0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0719'11.3 MI SW FROM PASKENTA.
 KT0719'LOCATED 11.3 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0719'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND
 KT0719'IN THE MENDOCINO NATL. FOREST-- 20 FEET NORTH-WEST OF U.S.G.S.
 KT0719'B 10 1932, AND IN THE TOP OF ROCK OUT-CROP A COPPER NAIL AND
 KT0719'WASHER-- PAINTED R.P. ON ROCK-- NOTE-- THIS IS A R.P. TO USGS
 KT0719'B-10 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9133 ***********************************************************************
 AH9133  DESIGNATION -  3018
 AH9133  PID         -  AH9133
 AH9133  STATE/COUNTY-  CA/RIVERSIDE
 AH9133  USGS QUAD   -  LA QUINTA (1980)
 AH9133
 AH9133                         *CURRENT SURVEY CONTROL
 AH9133  ___________________________________________________________________
 AH9133* NAD 83(1986)-  33 42 38.     (N)    116 15 35.     (W)     SCALED    
 AH9133* NAVD 88     -        11.892  (meters)      39.02   (feet)  ADJUSTED  
 AH9133  ___________________________________________________________________
 AH9133  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH9133  DYNAMIC HT  -          11.879 (meters)      38.97  (feet)  COMP
 AH9133  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 AH9133
 AH9133  VERT ORDER  -  FIRST     CLASS II
 AH9133
 AH9133.The horizontal coordinates were scaled from a topographic map and have
 AH9133.an estimated accuracy of +/- 6 seconds.
 AH9133
 AH9133.The orthometric height was determined by differential leveling
 AH9133.and adjusted in July 2002.
 AH9133.No vertical observational check was made to the station.
 AH9133
 AH9133.The geoid height was determined by GEOID03.
 AH9133
 AH9133.The dynamic height is computed by dividing the NAVD 88
 AH9133.geopotential number by the normal gravity value computed on the
 AH9133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9133.degrees latitude (g = 980.6199 gals.).
 AH9133
 AH9133.The modeled gravity was interpolated from observed gravity values.
 AH9133
 AH9133;                    North         East    Units  Estimated Accuracy
 AH9133;SPC CA 6     -   671,220.    1,999,100.      MT  (+/- 180 meters Scaled)
 AH9133
 AH9133                          SUPERSEDED SURVEY CONTROL
 AH9133
 AH9133.No superseded survey control is available for this station.
 AH9133
 AH9133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT685303(NAD 83)
 AH9133_MARKER: DD = SURVEY DISK
 AH9133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9133_STAMPING: LS 3018
 AH9133_MARK LOGO: NONE  
 AH9133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9133+STABILITY: SURFACE MOTION
 AH9133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9133+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 AH9133
 AH9133  HISTORY     - Date     Condition        Report By
 AH9133  HISTORY     - UNK      MONUMENTED       RBNF
 AH9133  HISTORY     - 19990330 GOOD             NGS
 AH9133
 AH9133                          STATION DESCRIPTION
 AH9133
 AH9133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9133'IN INDIO, IN THE CENTER OF THE INTERSECTION OF SHEILDS ROAD, JASMIHE
 AH9133'LANE, AND MOONSHADOW DRIVE, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AH9133'FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH
 AH9133'AN 8-INCH MANHOLE COVER.  THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0212 ***********************************************************************
 DY0212  DESIGNATION -  302 USN
 DY0212  PID         -  DY0212
 DY0212  STATE/COUNTY-  CA/LOS ANGELES
 DY0212  USGS QUAD   -  LONG BEACH (1981)
 DY0212
 DY0212                         *CURRENT SURVEY CONTROL
 DY0212  ___________________________________________________________________
 DY0212* NAD 83(1986)-  33 45 30.     (N)    118 14 20.     (W)     SCALED    
 DY0212* NAVD 88     -         1.05   (+/-2cm)       3.4    (feet)  VERTCON   
 DY0212  ___________________________________________________________________
 DY0212  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0212  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0212
 DY0212.The horizontal coordinates were scaled from a topographic map and have
 DY0212.an estimated accuracy of +/- 6 seconds.
 DY0212
 DY0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0212.The vertical order pertains to the NGVD 29 superseded value.
 DY0212
 DY0212.The geoid height was determined by GEOID03.
 DY0212
 DY0212;                    North         East    Units  Estimated Accuracy
 DY0212;SPC CA 5     -   528,680.    1,977,870.      MT  (+/- 180 meters Scaled)
 DY0212
 DY0212                          SUPERSEDED SURVEY CONTROL
 DY0212
 DY0212  NGVD 29 (??/??/92)    0.250  (m)            0.82   (f) ADJ UNCH    1 2
 DY0212
 DY0212.Superseded values are not recommended for survey control.
 DY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0212.See file dsdata.txt to determine how the superseded data were derived.
 DY0212
 DY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852360(NAD 83)
 DY0212_MARKER: S = SPIKE
 DY0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0212_SP_SET: CURB
 DY0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0212
 DY0212  HISTORY     - Date     Condition        Report By
 DY0212  HISTORY     - UNK      MONUMENTED       DOD
 DY0212  HISTORY     - 1954     GOOD             NGS
 DY0212  HISTORY     - 1964     MARK NOT FOUND   USGS
 DY0212
 DY0212                          STATION DESCRIPTION
 DY0212
 DY0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0212'AT LONG BEACH.
 DY0212'AT LONG BEACH, ON TERMINAL ISLAND, ABOUT 60 YARDS WEST ALONG
 DY0212'SEASIDE AVENUE FROM THE CENTER LINE OF THE ENTRANCE ROAD TO
 DY0212'GATE 3 OF LONG BEACH NAVAL SHIPYARD, AT THE EAST END OF THE
 DY0212'SOUTH CONCRETE GUTTER AND CURB LINE OF THE AVENUE, IN THE
 DY0212'AVENUE PAVEMENT AT THE NORTHEAST CORNER OF THE CONCRETE GUTTER
 DY0212'LINE, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 12 1/2
 DY0212'FEET NORTHWEST OF POWER LINE POLE 618945 E, AND 1.4 FEET NORTH
 DY0212'OF THE CURB.
 DY0212
 DY0212                          STATION RECOVERY (1964)
 DY0212
 DY0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1722 ***********************************************************************
 DC1722  DESIGNATION -  302 USN
 DC1722  PID         -  DC1722
 DC1722  STATE/COUNTY-  CA/SAN DIEGO
 DC1722  USGS QUAD   -  POINT LOMA (1994)
 DC1722
 DC1722                         *CURRENT SURVEY CONTROL
 DC1722  ___________________________________________________________________
 DC1722* NAD 83(1992)-  32 42 49.06286(N)    117 11 49.94920(W)     ADJUSTED  
 DC1722* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 DC1722  ___________________________________________________________________
 DC1722  EPOCH DATE  -        1991.35
 DC1722  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 DC1722  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DC1722  HORZ ORDER  -  THIRD
 DC1722
 DC1722.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC1722
 DC1722.The horizontal coordinates were established by classical geodetic methods
 DC1722.and adjusted by the National Geodetic Survey in June 1996.
 DC1722.The horizontal coordinates are valid at the epoch date displayed above.
 DC1722.The epoch date for horizontal control is a decimal equivalence
 DC1722.of Year/Month/Day.
 DC1722
 DC1722.The orthometric height was scaled from a topographic map.
 DC1722
 DC1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1722
 DC1722.The geoid height was determined by GEOID03.
 DC1722
 DC1722;                    North         East     Units Scale Factor Converg.
 DC1722;SPC CA 6     -   561,063.235 1,911,195.628   MT  1.00001233   -0 31 13.8
 DC1722;SPC CA 6     - 1,840,754.96  6,270,314.32   sFT  1.00001233   -0 31 13.8
 DC1722;UTM  11      - 3,619,557.698   481,518.342   MT  0.99960421   -0 06 23.7
 DC1722
 DC1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1722!SPC CA 6     -   1.00000479  x   1.00001233  =   1.00001712
 DC1722!UTM  11      -   1.00000479  x   0.99960421  =   0.99960900
 DC1722
 DC1722                          SUPERSEDED SURVEY CONTROL
 DC1722
 DC1722  NAD 83(1986)-  32 42 49.05848(N)    117 11 49.94871(W) AD(1984.00) 3
 DC1722  NAD 27      -  32 42 48.87500(N)    117 11 46.82800(W) AD(       ) 3
 DC1722
 DC1722.Superseded values are not recommended for survey control.
 DC1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1722.See file dsdata.txt to determine how the superseded data were derived.
 DC1722
 DC1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8151819558(NAD 83)
 DC1722_MARKER: Z = SEE DESCRIPTION
 DC1722_SETTING: 0 = UNSPECIFIED SETTING
 DC1722
 DC1722  HISTORY     - Date     Condition        Report By
 DC1722  HISTORY     - 1962     MONUMENTED       USN
 DC1722
 DC1722                          STATION DESCRIPTION
 DC1722
 DC1722'DESCRIBED BY US NAVY 1962 (FN)
 DC1722'THE MARK IS LOCATED IN THE NORTH SECTION OF THE NORTH ISLAND
 DC1722'NAVAL AIR STATION, 0.3 MILE WEST ALONG ROE STREET FROM THE
 DC1722'JUNCTION OF ROW STREET AND QUENTIN ROOSEVELT BOULEVARD, 14.8
 DC1722'FEET NORTH OF THE CENTERLINE OF ROE STREET AND 8.2 FEET NORTH
 DC1722'OF THE NORTH RAIL OF THE RAILROAD TRACK AND AT THE SOUTH EDGE
 DC1722'OF THE SEAPLANE PARKING AREA.  IT IS A CROSS CUT ON A BRASS
 DC1722'SCREW SET IN LEAD, ON TOP OF THE SOUTHWEST CORNER OF THE
 DC1722'3 FOOT HIGH CONCRETE BASE OF THE 7TH IN LINE, FROM THE EASTERN
 DC1722'MOST, STEEL LAMP POLE.  A BRASS STRIP, STAMPED B.M. 302 EL.
 DC1722'17.97, IS SET BESIDE THE BRASS SCREW.
 DC1722'
 DC1722'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION NORTH
 DC1722'1916, DISTANCE BEING 51.77 FEET (15.781 METERS) NORTHEAST OF
 DC1722'STATION NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0790 ***********************************************************************
 FU0790  DESIGNATION -  302.847 USGS
 FU0790  PID         -  FU0790
 FU0790  STATE/COUNTY-  CA/TULARE
 FU0790  USGS QUAD   -  DELANO WEST (1969)
 FU0790
 FU0790                         *CURRENT SURVEY CONTROL
 FU0790  ___________________________________________________________________
 FU0790* NAD 83(1986)-  35 49 25.     (N)    119 15 38.     (W)     SCALED    
 FU0790* NAVD 88     -        90.24   (+/-2cm)     296.1    (feet)  VERTCON   
 FU0790  ___________________________________________________________________
 FU0790  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 FU0790  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU0790
 FU0790.The horizontal coordinates were scaled from a topographic map and have
 FU0790.an estimated accuracy of +/- 6 seconds.
 FU0790
 FU0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0790.The vertical order pertains to the NGVD 29 superseded value.
 FU0790
 FU0790.The geoid height was determined by GEOID03.
 FU0790
 FU0790;                    North         East    Units  Estimated Accuracy
 FU0790;SPC CA 4     -   554,440.    1,976,450.      MT  (+/- 180 meters Scaled)
 FU0790
 FU0790                          SUPERSEDED SURVEY CONTROL
 FU0790
 FU0790  NGVD 29 (??/??/92)   89.43   (m)          293.4    (f) COMPUTED    1 2
 FU0790
 FU0790.Superseded values are not recommended for survey control.
 FU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0790.See file dsdata.txt to determine how the superseded data were derived.
 FU0790
 FU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV957667(NAD 83)
 FU0790_MARKER: P = PIPE CAP
 FU0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0790_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0790_STAMPING: 302.847 B 1902
 FU0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0790
 FU0790  HISTORY     - Date     Condition        Report By
 FU0790  HISTORY     - 1902     MONUMENTED       USGS
 FU0790  HISTORY     - 1953     GOOD             NGS
 FU0790  HISTORY     - 1970     GOOD             NGS
 FU0790
 FU0790                          STATION DESCRIPTION
 FU0790
 FU0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0790'3.9 MI N FROM DELANO.
 FU0790'3.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0790'FROM THE STATION AT DELANO, 0.2 MILE (5 1/2 POLES) NORTH OF
 FU0790'MILEPOLE 277, ABOUT 350 FEET NORTHWEST OF AND ACROSS U.S.
 FU0790'HIGHWAY 99 FROM A BELL TELEPHONE COMPANY BRICK BUILDING, 142.6
 FU0790'FEET NORTHWEST OF THE NORTH END OF THE WEST HEAD WALL OF A 16-INCH
 FU0790'CAST IRON PIPE CULVERT 276.87, 97 FEET WEST OF THE WEST RAIL OF
 FU0790'THE MAIN TRACK, 65 FEET NORTHWEST OF A SIGNAL LINE POLE, 1.0
 FU0790'FOOT WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK,
 FU0790'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 FU0790'FOOT ABOVE THE GROUND.  SEC 22, T24S, R25E.  NOTE-- THE CAP
 FU0790'WAS SLANTING AND THE ROD WAS HELD OVER THE LETTERS BM DURING
 FU0790'THE 1957 RELEVELING.
 FU0790
 FU0790                          STATION RECOVERY (1970)
 FU0790
 FU0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0231 ***********************************************************************
 KT0231  DESIGNATION -  303 B USGS
 KT0231  PID         -  KT0231
 KT0231  STATE/COUNTY-  CA/TEHAMA
 KT0231  USGS QUAD   -  CORNING (1969)
 KT0231
 KT0231                         *CURRENT SURVEY CONTROL
 KT0231  ___________________________________________________________________
 KT0231* NAD 83(1986)-  39 56 34.     (N)    122 12 59.     (W)     SCALED    
 KT0231* NAVD 88     -        93.51   (+/-2cm)     306.8    (feet)  VERTCON   
 KT0231  ___________________________________________________________________
 KT0231  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 KT0231  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0231
 KT0231.The horizontal coordinates were scaled from a topographic map and have
 KT0231.an estimated accuracy of +/- 6 seconds.
 KT0231
 KT0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0231.The vertical order pertains to the NGVD 29 superseded value.
 KT0231
 KT0231.The geoid height was determined by GEOID03.
 KT0231
 KT0231;                    North         East    Units  Estimated Accuracy
 KT0231;SPC CA 1     -   567,700.    1,981,510.      MT  (+/- 180 meters Scaled)
 KT0231
 KT0231                          SUPERSEDED SURVEY CONTROL
 KT0231
 KT0231  NGVD 29 (??/??/92)   92.758  (m)          304.32   (f) ADJ UNCH    1 2
 KT0231
 KT0231.Superseded values are not recommended for survey control.
 KT0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0231.See file dsdata.txt to determine how the superseded data were derived.
 KT0231
 KT0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK669217(NAD 83)
 KT0231_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0231_STAMPING: 303 B 1904
 KT0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0231
 KT0231  HISTORY     - Date     Condition        Report By
 KT0231  HISTORY     - 1904     MONUMENTED       USGS
 KT0231  HISTORY     - 1947     GOOD             NGS
 KT0231
 KT0231                          STATION DESCRIPTION
 KT0231
 KT0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KT0231'2.6 MI NW FROM CORNING.
 KT0231'1.6 MILES WEST ALONG THE HENLEYVILLE ROAD FROM THE POST OFFICE AT
 KT0231'CORNING, THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD LEADING TO
 KT0231'RED BLUFF, AT A ROAD CROSSING, 48.0 FEET WEST OF THE SOUTHWEST
 KT0231'CORNER OF A HIGH WIRE FENCE AROUND A POWER SUB-STATION, 23.5 FEET
 KT0231'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24.0 FEET
 KT0231'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 5.5 FEET SOUTH
 KT0231'OF A TELEPHONE POLE, A CAP RIVETED ON THE TOP OF A 3 1/2 INCH
 KT0231'IRON PIPE PROJECTING 1.1 FEET ABOVE THE GROUND.  WITNESS POST
 KT0231'SET 1.3 FEET WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1394 ***********************************************************************
 GT1394  DESIGNATION -  303 CID
 GT1394  PID         -  GT1394
 GT1394  STATE/COUNTY-  CA/FRESNO
 GT1394  USGS QUAD   -  WAHTOKE (1966)
 GT1394
 GT1394                         *CURRENT SURVEY CONTROL
 GT1394  ___________________________________________________________________
 GT1394* NAD 83(1986)-  36 44 16.     (N)    119 29 54.     (W)     SCALED    
 GT1394* NAVD 88     -       121.95   (+/-2cm)     400.1    (feet)  VERTCON   
 GT1394  ___________________________________________________________________
 GT1394  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 GT1394  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1394
 GT1394.The horizontal coordinates were scaled from a topographic map and have
 GT1394.an estimated accuracy of +/- 6 seconds.
 GT1394
 GT1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1394.The vertical order pertains to the NGVD 29 superseded value.
 GT1394
 GT1394.The geoid height was determined by GEOID03.
 GT1394
 GT1394;                    North         East    Units  Estimated Accuracy
 GT1394;SPC CA 4     -   655,960.    1,955,490.      MT  (+/- 180 meters Scaled)
 GT1394
 GT1394                          SUPERSEDED SURVEY CONTROL
 GT1394
 GT1394  NGVD 29 (??/??/92)  121.160  (m)          397.51   (f) ADJ UNCH    1 1
 GT1394
 GT1394.Superseded values are not recommended for survey control.
 GT1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1394.See file dsdata.txt to determine how the superseded data were derived.
 GT1394
 GT1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA769686(NAD 83)
 GT1394_MARKER: DD = SURVEY DISK
 GT1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT1394_SP_SET: BRIDGE
 GT1394_STAMPING: 303
 GT1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT1394
 GT1394  HISTORY     - Date     Condition        Report By
 GT1394  HISTORY     - UNK      MONUMENTED       CID
 GT1394  HISTORY     - 1972     GOOD             NGS
 GT1394
 GT1394                          STATION DESCRIPTION
 GT1394
 GT1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1394'0.2 MI N FROM CENTERVILLE.
 GT1394'0.25 MILE NORTH ALONG OLIVER AVENUE FROM THE JUNCTION OF STATE
 GT1394'HIGHWAY 180 AT CENTERVILLE, IN THE TOP OF THE WEST CONCRETE
 GT1394'GUARDRAIL OF A CONCRETE BRIDGE OVER CENTERVILLE-KINGSBURG CANAL,
 GT1394'1.6 FEET SOUTH OF THE NORTH END OF THE GUARDRAIL, 14 FEET WEST
 GT1394'OF THE CENTER LINE OF THE AVENUE, AND ABOUT 2 1/2 FEET HIGHER
 GT1394'THAN THE AVENUE.  SECTION 5, T14S, R23E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0199 ***********************************************************************
 DY0199  DESIGNATION -  303 USN
 DY0199  PID         -  DY0199
 DY0199  STATE/COUNTY-  CA/LOS ANGELES
 DY0199  USGS QUAD   -  LONG BEACH (1981)
 DY0199
 DY0199                         *CURRENT SURVEY CONTROL
 DY0199  ___________________________________________________________________
 DY0199* NAD 83(1986)-  33 45 37.     (N)    118 13 57.     (W)     SCALED    
 DY0199* NAVD 88     -         0.70   (+/-2cm)       2.3    (feet)  VERTCON   
 DY0199  ___________________________________________________________________
 DY0199  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0199  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0199
 DY0199.The horizontal coordinates were scaled from a topographic map and have
 DY0199.an estimated accuracy of +/- 6 seconds.
 DY0199
 DY0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0199.The vertical order pertains to the NGVD 29 superseded value.
 DY0199
 DY0199.The geoid height was determined by GEOID03.
 DY0199
 DY0199;                    North         East    Units  Estimated Accuracy
 DY0199;SPC CA 5     -   528,900.    1,978,460.      MT  (+/- 180 meters Scaled)
 DY0199
 DY0199                          SUPERSEDED SURVEY CONTROL
 DY0199
 DY0199  NGVD 29 (??/??/92)   -0.110  (m)           -0.36   (f) ADJ UNCH    1 2
 DY0199
 DY0199.Superseded values are not recommended for survey control.
 DY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0199.See file dsdata.txt to determine how the superseded data were derived.
 DY0199
 DY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT858362(NAD 83)
 DY0199_MARKER: S = SPIKE
 DY0199_SETTING: 0 = UNSPECIFIED SETTING
 DY0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0199
 DY0199  HISTORY     - Date     Condition        Report By
 DY0199  HISTORY     - UNK      MONUMENTED       DOD
 DY0199  HISTORY     - 1954     GOOD             NGS
 DY0199  HISTORY     - 1964     MARK NOT FOUND   USGS
 DY0199
 DY0199                          STATION DESCRIPTION
 DY0199
 DY0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0199'AT LONG BEACH.
 DY0199'AT LONG BEACH, ON TERMINAL ISLAND, 0.3 MILE EAST AONG SEASIDE
 DY0199'AVENUE FROM GATE 3 TO LONG BEACH NAVAL SHIPYARD, 0.15 MILE
 DY0199'WEST OF GATE 5, DRIVEN IN THE SOUTH EDGE OF THE AVENUE PAVEMENT,
 DY0199'22.7 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND 11 1/2
 DY0199'FEET NORTHWEST OF POWER LINE POLE 542335 E.
 DY0199
 DY0199                          STATION RECOVERY (1964)
 DY0199
 DY0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3136 ***********************************************************************
 EW3136  DESIGNATION -  303.4 B DWR
 EW3136  PID         -  EW3136
 EW3136  STATE/COUNTY-  CA/KERN
 EW3136  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3136
 EW3136                         *CURRENT SURVEY CONTROL
 EW3136  ___________________________________________________________________
 EW3136* NAD 83(1986)-  34 49 58.     (N)    118 42 39.     (W)     SCALED    
 EW3136* NAVD 88     -       946.42   (+/-2cm)    3105.0    (feet)  VERTCON   
 EW3136  ___________________________________________________________________
 EW3136  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EW3136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3136
 EW3136.The horizontal coordinates were scaled from a topographic map and have
 EW3136.an estimated accuracy of +/- 6 seconds.
 EW3136
 EW3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3136.The vertical order pertains to the NGVD 29 superseded value.
 EW3136
 EW3136.The geoid height was determined by GEOID03.
 EW3136
 EW3136;                    North         East    Units  Estimated Accuracy
 EW3136;SPC CA 5     -   648,070.    1,934,980.      MT  (+/- 180 meters Scaled)
 EW3136
 EW3136                          SUPERSEDED SURVEY CONTROL
 EW3136
 EW3136  NGVD 29 (??/??/92)  945.520  (m)         3102.09   (f) ADJ UNCH    2 0
 EW3136
 EW3136.Superseded values are not recommended for survey control.
 EW3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3136.See file dsdata.txt to determine how the superseded data were derived.
 EW3136
 EW3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU435558(NAD 83)
 EW3136_MARKER: DD = SURVEY DISK
 EW3136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3136_SP_SET: AQUEDUCT
 EW3136_STAMPING: MILE 303.4 B
 EW3136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3136
 EW3136  HISTORY     - Date     Condition        Report By
 EW3136  HISTORY     - UNK      MONUMENTED       CADWR
 EW3136  HISTORY     - 1971     GOOD             NGS
 EW3136
 EW3136                          STATION DESCRIPTION
 EW3136
 EW3136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3136'AT PORTER TUNNEL.
 EW3136'AT THE SOUTH PORTAL OF CARLEY V. PORTER TUNNEL, IN THE TOP OF THE
 EW3136'EAST-WEST CONCRETE LINING OF THE AQUEDUCT, 0.8 FOOT EAST OF THE
 EW3136'EAST WALL OF THE PORTAL, 15 FEET SOUTH OF THE SOUTH END OF THE
 EW3136'EAST CONCRETE WALL OF THE PORTAL, AND ABOUT 12 FEET LOWER THAN
 EW3136'THE CONCRETE WALKWAY AND MOTOR DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0221 ***********************************************************************
 GS0221  DESIGNATION -  3031
 GS0221  PID         -  GS0221
 GS0221  STATE/COUNTY-  CA/INYO
 GS0221  USGS QUAD   -  EAST OF RYAN (1988)
 GS0221
 GS0221                         *CURRENT SURVEY CONTROL
 GS0221  ___________________________________________________________________
 GS0221* NAD 83(1986)-  36 20 22.     (N)    116 35 48.     (W)     SCALED    
 GS0221* NAVD 88     -       927.414  (meters)    3042.69   (feet)  ADJUSTED  
 GS0221  ___________________________________________________________________
 GS0221  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 GS0221  DYNAMIC HT  -         926.450 (meters)    3039.53  (feet)  COMP
 GS0221  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 GS0221
 GS0221  VERT ORDER  -  FIRST     CLASS II
 GS0221
 GS0221.The horizontal coordinates were scaled from a topographic map and have
 GS0221.an estimated accuracy of +/- 6 seconds.
 GS0221
 GS0221.The orthometric height was determined by differential leveling
 GS0221.and adjusted in June 1991.
 GS0221
 GS0221.The geoid height was determined by GEOID03.
 GS0221
 GS0221.The dynamic height is computed by dividing the NAVD 88
 GS0221.geopotential number by the normal gravity value computed on the
 GS0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0221.degrees latitude (g = 980.6199 gals.).
 GS0221
 GS0221.The modeled gravity was interpolated from observed gravity values.
 GS0221
 GS0221;                    North         East    Units  Estimated Accuracy
 GS0221;SPC CA 4     -   614,340.    2,215,730.      MT  (+/- 180 meters Scaled)
 GS0221
 GS0221                          SUPERSEDED SURVEY CONTROL
 GS0221
 GS0221  NGVD 29 (??/??/??)  926.601  (m)         3040.02   (f) ADJUSTED    1 2
 GS0221
 GS0221.Superseded values are not recommended for survey control.
 GS0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0221.See file dsdata.txt to determine how the superseded data were derived.
 GS0221
 GS0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA361216(NAD 83)
 GS0221_MARKER: P = PIPE CAP
 GS0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0221_STAMPING: 3031 1907 B 143
 GS0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0221
 GS0221  HISTORY     - Date     Condition        Report By
 GS0221  HISTORY     - 1907     MONUMENTED       USGS
 GS0221  HISTORY     - 1943     GOOD             NGS
 GS0221  HISTORY     - 20081222 GOOD             GEOCAC
 GS0221
 GS0221                          STATION DESCRIPTION
 GS0221
 GS0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GS0221'18.4 MI SE FROM FURNACE CREEK INN.
 GS0221'18.4 MILES SOUTHEAST.  ALONG STATE HIGHWAY 190, 320 FEET SOUTH
 GS0221'OF THE CENTER LINE OF THE HIGHWAY AND 30 FEET SOUTH OF THE
 GS0221'CENTER LINE OF AN OLD ROAD.  WITNESS POST SET.  A UNITED STATES
 GS0221'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3031 1907 B 143 AND
 GS0221'RIVETED ON THE TOP OF AN IRON PIPE ENCASED WITH CONCRETE.
 GS0221
 GS0221                          STATION RECOVERY (2008)
 GS0221
 GS0221'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 GS0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0457 ***********************************************************************
 FT0457  DESIGNATION -  304
 FT0457  PID         -  FT0457
 FT0457  STATE/COUNTY-  CA/INYO
 FT0457  USGS QUAD   -  WHITE HILLS (1983)
 FT0457
 FT0457                         *CURRENT SURVEY CONTROL
 FT0457  ___________________________________________________________________
 FT0457* NAD 83(1986)-  35 48 32.     (N)    117 39 00.     (W)     SCALED    
 FT0457* NAVD 88     -       664.515  (meters)    2180.16   (feet)  ADJUSTED  
 FT0457  ___________________________________________________________________
 FT0457  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FT0457  DYNAMIC HT  -         663.801 (meters)    2177.82  (feet)  COMP
 FT0457  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 FT0457
 FT0457  VERT ORDER  -  FIRST     CLASS II
 FT0457
 FT0457.The horizontal coordinates were scaled from a topographic map and have
 FT0457.an estimated accuracy of +/- 6 seconds.
 FT0457
 FT0457.The orthometric height was determined by differential leveling
 FT0457.and adjusted in June 1991.
 FT0457
 FT0457.The geoid height was determined by GEOID03.
 FT0457
 FT0457.The dynamic height is computed by dividing the NAVD 88
 FT0457.geopotential number by the normal gravity value computed on the
 FT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0457.degrees latitude (g = 980.6199 gals.).
 FT0457
 FT0457.The modeled gravity was interpolated from observed gravity values.
 FT0457
 FT0457;                    North         East    Units  Estimated Accuracy
 FT0457;SPC CA 4     -   553,630.    2,122,020.      MT  (+/- 180 meters Scaled)
 FT0457
 FT0457                          SUPERSEDED SURVEY CONTROL
 FT0457
 FT0457  NGVD 29 (??/??/??)  663.80   (m)         2177.8    (f) RESET       3  
 FT0457
 FT0457.Superseded values are not recommended for survey control.
 FT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0457.See file dsdata.txt to determine how the superseded data were derived.
 FT0457
 FT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV412629(NAD 83)
 FT0457_MARKER: DD = SURVEY DISK
 FT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0457_STAMPING: BM 304 INYOKERN NOTS EL 2177.603
 FT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0457+STABILITY: SURFACE MOTION
 FT0457
 FT0457  HISTORY     - Date     Condition        Report By
 FT0457  HISTORY     - UNK      MONUMENTED       USN
 FT0457  HISTORY     - 1950     GOOD             NGS
 FT0457  HISTORY     - 1953     GOOD             USGS
 FT0457
 FT0457                          STATION DESCRIPTION
 FT0457
 FT0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0457'13 MI N FROM CHINA LAKE USN .
 FT0457'THE MARK IS LOCATED IN NAVAL ORDNANCE TEST STATION, G RANGE,
 FT0457'10 MILES NORTH FROM CHINA LAKE SOUTH BASE ALONG THE CENTERLINE
 FT0457'ROAD AND 40 FEET WEST OF CENTERLINE OF ROAD.  THE MARK IS AN USN
 FT0457'BRONZE DISK SET IN AN 8 INCH CYLINDRICAL CONCRETE POST PROJECTING
 FT0457'8 INCHES ABOVE THE GROUND AND STAMPED BM 304 USN  INYOKERN EL.
 FT0457'2177.603.  DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM
 FT0457'RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE
 FT0457'TEST STATION.  OR CONTACT THE PUBLIC WORKS OFFICE ON THE NAVY
 FT0457'BASE.
 FT0457
 FT0457                          STATION RECOVERY (1953)
 FT0457
 FT0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FT0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0167 ***********************************************************************
 DY0167  DESIGNATION -  304 USN
 DY0167  PID         -  DY0167
 DY0167  STATE/COUNTY-  CA/LOS ANGELES
 DY0167  USGS QUAD   -  LONG BEACH (1981)
 DY0167
 DY0167                         *CURRENT SURVEY CONTROL
 DY0167  ___________________________________________________________________
 DY0167* NAD 83(1986)-  33 45 42.     (N)    118 13 50.     (W)     SCALED    
 DY0167* NAVD 88     -        -1.16   (+/-2cm)      -3.8    (feet)  VERTCON   
 DY0167  ___________________________________________________________________
 DY0167  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0167
 DY0167.The horizontal coordinates were scaled from a topographic map and have
 DY0167.an estimated accuracy of +/- 6 seconds.
 DY0167
 DY0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0167.The vertical order pertains to the NGVD 29 superseded value.
 DY0167
 DY0167.The geoid height was determined by GEOID03.
 DY0167
 DY0167;                    North         East    Units  Estimated Accuracy
 DY0167;SPC CA 5     -   529,050.    1,978,640.      MT  (+/- 180 meters Scaled)
 DY0167
 DY0167                          SUPERSEDED SURVEY CONTROL
 DY0167
 DY0167  NGVD 29 (??/??/92)   -1.967  (m)           -6.45   (f) ADJ UNCH    1 2
 DY0167
 DY0167.Superseded values are not recommended for survey control.
 DY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0167.See file dsdata.txt to determine how the superseded data were derived.
 DY0167
 DY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860364(NAD 83)
 DY0167_MARKER: Z = SEE DESCRIPTION
 DY0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0167_SP_SET: CONCRETE FOUNDATION
 DY0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0167
 DY0167  HISTORY     - Date     Condition        Report By
 DY0167  HISTORY     - UNK      MONUMENTED       DOD
 DY0167  HISTORY     - 1954     GOOD             NGS
 DY0167
 DY0167                          STATION DESCRIPTION
 DY0167
 DY0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0167'AT LONG BEACH.
 DY0167'AT LONG BEACH, ON TERMINAL ISLAND, ON SEASIDE AVENUE, 0.1
 DY0167'MILE EAST OF THE T JUNCTION OF THE ENTRANCE ROAD TO GATE 5
 DY0167'OF LONG BEACH NAVAL SHIPYARD, INSIDE THE MESH WIRE FENCE SURROUNDING
 DY0167'THE LONG BEACH HARBOR DEPARTMENT OIL WELLS, IN THE TOP OF THE
 DY0167'CONCRETE FOUNDATION OF WELL W-124, ABOUT 20 YARDS SOUTH OF THE
 DY0167'CENTER LINE OF THE AVENUE, 74.5 FEET WEST OF A FENCE CORNER
 DY0167'POST, 1.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION,
 DY0167'1.0 FOOT SOUTH OF THE CENTER OF A VALVE FOR A 4-INCH PIPE LINE,
 DY0167'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1315 ***********************************************************************
 GT1315  DESIGNATION -  304.094
 GT1315  PID         -  GT1315
 GT1315  STATE/COUNTY-  CA/FRESNO
 GT1315  USGS QUAD   -  CONEJO (1978)
 GT1315
 GT1315                         *CURRENT SURVEY CONTROL
 GT1315  ___________________________________________________________________
 GT1315* NAD 83(1986)-  36 36 33.     (N)    119 39 31.     (W)     SCALED    
 GT1315* NAVD 88     -        93.33   (+/-2cm)     306.2    (feet)  VERTCON   
 GT1315  ___________________________________________________________________
 GT1315  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 GT1315  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1315
 GT1315.The horizontal coordinates were scaled from a topographic map and have
 GT1315.an estimated accuracy of +/- 6 seconds.
 GT1315
 GT1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1315.The vertical order pertains to the NGVD 29 superseded value.
 GT1315
 GT1315.The geoid height was determined by GEOID03.
 GT1315
 GT1315;                    North         East    Units  Estimated Accuracy
 GT1315;SPC CA 4     -   641,770.    1,941,080.      MT  (+/- 180 meters Scaled)
 GT1315
 GT1315                          SUPERSEDED SURVEY CONTROL
 GT1315
 GT1315  NGVD 29 (??/??/92)   92.535  (m)          303.59   (f) ADJ UNCH    1 2
 GT1315
 GT1315.Superseded values are not recommended for survey control.
 GT1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1315.See file dsdata.txt to determine how the superseded data were derived.
 GT1315
 GT1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA622548(NAD 83)
 GT1315_MARKER: P = PIPE CAP
 GT1315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1315_STAMPING: 304.094 B 1902
 GT1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1315
 GT1315  HISTORY     - Date     Condition        Report By
 GT1315  HISTORY     - 1905     MONUMENTED       USGS
 GT1315  HISTORY     - 1959     GOOD             NGS
 GT1315
 GT1315                          STATION DESCRIPTION
 GT1315
 GT1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1315'1.8 MI SE FROM FOWLER.
 GT1315'1.85 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 GT1315'THE STATION AT FOWLER, 0.3 MILE NORTHWEST OF THE CROSSING OF
 GT1315'MANNING AVENUE, 46.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 94.0
 GT1315'FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BASE FOR SIGNAL
 GT1315'2168, 31.3 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 GT1315'LANES OF U.S. HIGHWAY 99, 1.6 FEET NORTHEAST OF A WITNESS POST,
 GT1315'ABOUT 1 FOOT HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A
 GT1315'3 1/2-INCH IRON PIPE PROJECTING 1.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3128 ***********************************************************************
 EW3128  DESIGNATION -  304.5 B DWR
 EW3128  PID         -  EW3128
 EW3128  STATE/COUNTY-  CA/KERN
 EW3128  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3128
 EW3128                         *CURRENT SURVEY CONTROL
 EW3128  ___________________________________________________________________
 EW3128* NAD 83(1986)-  34 49 29.     (N)    118 42 00.     (W)     SCALED    
 EW3128* NAVD 88     -       946.42   (+/-2cm)    3105.0    (feet)  VERTCON   
 EW3128  ___________________________________________________________________
 EW3128  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EW3128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3128
 EW3128.The horizontal coordinates were scaled from a topographic map and have
 EW3128.an estimated accuracy of +/- 6 seconds.
 EW3128
 EW3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3128.The vertical order pertains to the NGVD 29 superseded value.
 EW3128
 EW3128.The geoid height was determined by GEOID03.
 EW3128
 EW3128;                    North         East    Units  Estimated Accuracy
 EW3128;SPC CA 5     -   647,170.    1,935,970.      MT  (+/- 180 meters Scaled)
 EW3128
 EW3128                          SUPERSEDED SURVEY CONTROL
 EW3128
 EW3128  NGVD 29 (??/??/92)  945.532  (m)         3102.13   (f) ADJ UNCH    2 0
 EW3128
 EW3128.Superseded values are not recommended for survey control.
 EW3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3128.See file dsdata.txt to determine how the superseded data were derived.
 EW3128
 EW3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU445549(NAD 83)
 EW3128_MARKER: DD = SURVEY DISK
 EW3128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3128_SP_SET: AQUEDUCT
 EW3128_STAMPING: MILE 304.5 B
 EW3128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3128
 EW3128  HISTORY     - Date     Condition        Report By
 EW3128  HISTORY     - UNK      MONUMENTED       CADWR
 EW3128  HISTORY     - 1971     GOOD             NGS
 EW3128
 EW3128                          STATION DESCRIPTION
 EW3128
 EW3128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3128'1.1 MI SE FROM PORTER TUNNEL.
 EW3128'1.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3128'PORTAL OF PORTER TUNNEL, IN THE TOP OF THE NORTHWEST CONCRETE
 EW3128'LINING OF THE AQUEDUCT, 85.0 FEET SOUTHWEST OF THE SOUTHWEST
 EW3128'WALL OF AN OVERCHUTE, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EW3128'NORTHWEST LEVEE ROAD, AND ABOUT 20 FEET LOWER THAN THE ROAD.
 EW3128'SECTION 32, T 9 N, R 17 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3122 ***********************************************************************
 EW3122  DESIGNATION -  304.98 A DWR
 EW3122  PID         -  EW3122
 EW3122  STATE/COUNTY-  CA/KERN
 EW3122  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3122
 EW3122                         *CURRENT SURVEY CONTROL
 EW3122  ___________________________________________________________________
 EW3122* NAD 83(1986)-  34 49 28.     (N)    118 41 36.     (W)     SCALED    
 EW3122* NAVD 88     -       947.46   (+/-2cm)    3108.5    (feet)  VERTCON   
 EW3122  ___________________________________________________________________
 EW3122  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EW3122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3122
 EW3122.The horizontal coordinates were scaled from a topographic map and have
 EW3122.an estimated accuracy of +/- 6 seconds.
 EW3122
 EW3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3122.The vertical order pertains to the NGVD 29 superseded value.
 EW3122
 EW3122.The geoid height was determined by GEOID03.
 EW3122
 EW3122;                    North         East    Units  Estimated Accuracy
 EW3122;SPC CA 5     -   647,130.    1,936,580.      MT  (+/- 180 meters Scaled)
 EW3122
 EW3122                          SUPERSEDED SURVEY CONTROL
 EW3122
 EW3122  NGVD 29 (??/??/92)  946.572  (m)         3105.55   (f) ADJ UNCH    2 0
 EW3122
 EW3122.Superseded values are not recommended for survey control.
 EW3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3122.See file dsdata.txt to determine how the superseded data were derived.
 EW3122
 EW3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU451548(NAD 83)
 EW3122_MARKER: DD = SURVEY DISK
 EW3122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3122_SP_SET: CONCRETE GRATE DECK
 EW3122_STAMPING: MILE 304.98 A
 EW3122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3122
 EW3122  HISTORY     - Date     Condition        Report By
 EW3122  HISTORY     - UNK      MONUMENTED       CADWR
 EW3122  HISTORY     - 1971     GOOD             NGS
 EW3122
 EW3122                          STATION DESCRIPTION
 EW3122
 EW3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3122'1.6 MI SE FROM PORTER TUNNEL.
 EW3122'1.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3122'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE CENTER AND ALONG
 EW3122'THE EAST SIDE OF A CONCRETE GRATE DECK FOR A TURNOUT STRUCTURE,
 EW3122'17.0 FEET WEST OF THE EAST LEVEE ROAD, 4.7 FEET NORTH OF A
 EW3122'GUARDRAIL POST, 5.0 FEET SOUTH OF A GUARDRAIL POST, 23.0 FEET
 EW3122'NORTHEAST OF BENCH MARK 305.0 B (DWR), AND ABOUT 1/2 FOOT HIGHER
 EW3122'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0094 ***********************************************************************
 DY0094  DESIGNATION -  305 C OF LB
 DY0094  PID         -  DY0094
 DY0094  STATE/COUNTY-  CA/LOS ANGELES
 DY0094  USGS QUAD   -  LONG BEACH (1981)
 DY0094
 DY0094                         *CURRENT SURVEY CONTROL
 DY0094  ___________________________________________________________________
 DY0094* NAD 83(1986)-  33 46 37.     (N)    118 12 23.     (W)     SCALED    
 DY0094* NAVD 88     -         3.77   (+/-2cm)      12.4    (feet)  VERTCON   
 DY0094  ___________________________________________________________________
 DY0094  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0094  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0094
 DY0094.The horizontal coordinates were scaled from a topographic map and have
 DY0094.an estimated accuracy of +/- 6 seconds.
 DY0094
 DY0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0094.The vertical order pertains to the NGVD 29 superseded value.
 DY0094
 DY0094.The geoid height was determined by GEOID03.
 DY0094
 DY0094;                    North         East    Units  Estimated Accuracy
 DY0094;SPC CA 5     -   530,740.    1,980,880.      MT  (+/- 180 meters Scaled)
 DY0094
 DY0094                          SUPERSEDED SURVEY CONTROL
 DY0094
 DY0094  NGVD 29 (??/??/92)    2.959  (m)            9.71   (f) ADJ UNCH    1 2
 DY0094
 DY0094.Superseded values are not recommended for survey control.
 DY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0094.See file dsdata.txt to determine how the superseded data were derived.
 DY0094
 DY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT882380(NAD 83)
 DY0094_MARKER: DB = BENCH MARK DISK
 DY0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0094_SP_SET: WELL
 DY0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0094
 DY0094  HISTORY     - Date     Condition        Report By
 DY0094  HISTORY     - UNK      MONUMENTED       CA1970
 DY0094  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0094
 DY0094                          STATION DESCRIPTION
 DY0094
 DY0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0094'AT LONG BEACH.
 DY0094'ABOUT 700 FEET SOUTH OF SEVENTH STREET ALONG WEST BANK OF LOS
 DY0094'ANGELES RIVER, 13.5 FEET WEST OF CENTER OF ROCK WALL, SET IN
 DY0094'WELL 2 FEET BELOW SURFACE OF GROUND.  NOTE-- THESE HARBOR DEPT.
 DY0094'MARKS ARE SET IN CONCRETE POSTS WHICH WERE PRECAST.  WHEN THE
 DY0094'MARKS WERE SET THE PRECAST POST IS SET IN A MASS OF CONCRETE,
 DY0094'THIS MAKES A VERY HEAVY AND PERMANENT MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3126 ***********************************************************************
 EW3126  DESIGNATION -  305.0 B DWR
 EW3126  PID         -  EW3126
 EW3126  STATE/COUNTY-  CA/LOS ANGELES
 EW3126  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3126
 EW3126                         *CURRENT SURVEY CONTROL
 EW3126  ___________________________________________________________________
 EW3126* NAD 83(1986)-  34 49 25.     (N)    118 41 33.     (W)     SCALED    
 EW3126* NAVD 88     -       946.40   (+/-2cm)    3105.0    (feet)  VERTCON   
 EW3126  ___________________________________________________________________
 EW3126  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW3126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3126
 EW3126.The horizontal coordinates were scaled from a topographic map and have
 EW3126.an estimated accuracy of +/- 6 seconds.
 EW3126
 EW3126.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3126.The vertical order pertains to the NGVD 29 superseded value.
 EW3126
 EW3126.The geoid height was determined by GEOID03.
 EW3126
 EW3126;                    North         East    Units  Estimated Accuracy
 EW3126;SPC CA 5     -   647,040.    1,936,650.      MT  (+/- 180 meters Scaled)
 EW3126
 EW3126                          SUPERSEDED SURVEY CONTROL
 EW3126
 EW3126  NGVD 29 (??/??/92)  945.506  (m)         3102.05   (f) ADJ UNCH    2 0
 EW3126
 EW3126.Superseded values are not recommended for survey control.
 EW3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3126.See file dsdata.txt to determine how the superseded data were derived.
 EW3126
 EW3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU452547(NAD 83)
 EW3126_MARKER: DD = SURVEY DISK
 EW3126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3126_SP_SET: AQUEDUCT
 EW3126_STAMPING: MILE 305.0 B
 EW3126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3126
 EW3126  HISTORY     - Date     Condition        Report By
 EW3126  HISTORY     - UNK      MONUMENTED       CADWR
 EW3126  HISTORY     - 1971     GOOD             NGS
 EW3126
 EW3126                          STATION DESCRIPTION
 EW3126
 EW3126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3126'1.6 MI SE FROM PORTER TUNNEL.
 EW3126'1.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3126'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE EAST CONCRETE
 EW3126'LINING OF THE AQUEDUCT, 25 FEET WEST OF THE EAST LEVEE ROAD,
 EW3126'16.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A TURNOUT STRUCTURE,
 EW3126'23.0 FEET SOUTHWEST OF BENCH MARK 304.98 A (DWR), AND ABOUT 3
 EW3126'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3121 ***********************************************************************
 EW3121  DESIGNATION -  305.1 B DWR
 EW3121  PID         -  EW3121
 EW3121  STATE/COUNTY-  CA/LOS ANGELES
 EW3121  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3121
 EW3121                         *CURRENT SURVEY CONTROL
 EW3121  ___________________________________________________________________
 EW3121* NAD 83(1986)-  34 49 16.     (N)    118 41 32.     (W)     SCALED    
 EW3121* NAVD 88     -       924.09   (+/-2cm)    3031.8    (feet)  VERTCON   
 EW3121  ___________________________________________________________________
 EW3121  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EW3121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3121
 EW3121.The horizontal coordinates were scaled from a topographic map and have
 EW3121.an estimated accuracy of +/- 6 seconds.
 EW3121
 EW3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3121.The vertical order pertains to the NGVD 29 superseded value.
 EW3121
 EW3121.The geoid height was determined by GEOID03.
 EW3121
 EW3121;                    North         East    Units  Estimated Accuracy
 EW3121;SPC CA 5     -   646,760.    1,936,680.      MT  (+/- 180 meters Scaled)
 EW3121
 EW3121                          SUPERSEDED SURVEY CONTROL
 EW3121
 EW3121  NGVD 29 (??/??/92)  923.202  (m)         3028.87   (f) ADJ UNCH    2 0
 EW3121
 EW3121.Superseded values are not recommended for survey control.
 EW3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3121.See file dsdata.txt to determine how the superseded data were derived.
 EW3121
 EW3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU452545(NAD 83)
 EW3121_MARKER: DD = SURVEY DISK
 EW3121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3121_SP_SET: AQUEDUCT
 EW3121_STAMPING: MILE 305.1 B
 EW3121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3121
 EW3121  HISTORY     - Date     Condition        Report By
 EW3121  HISTORY     - UNK      MONUMENTED       CADWR
 EW3121  HISTORY     - 1971     GOOD             NGS
 EW3121
 EW3121                          STATION DESCRIPTION
 EW3121
 EW3121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3121'1.7 MI SE FROM PORTER TUNNEL.
 EW3121'1.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3121'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE EAST CONCRETE
 EW3121'LINING OF THE AQUEDUCT, 26 FEET WEST OF THE CENTER LINE OF THE
 EW3121'EAST LEVEE ROAD, 10.5 FEET SOUTH OF THE CENTER OF A 12-INCH
 EW3121'PIPE DRAIN, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1286 ***********************************************************************
 GT1286  DESIGNATION -  305.177 B
 GT1286  PID         -  GT1286
 GT1286  STATE/COUNTY-  CA/FRESNO
 GT1286  USGS QUAD   -  SELMA (1981)
 GT1286
 GT1286                         *CURRENT SURVEY CONTROL
 GT1286  ___________________________________________________________________
 GT1286* NAD 83(1986)-  36 32 34.     (N)    119 35 06.     (W)     SCALED    
 GT1286* NAVD 88     -        93.72   (+/-2cm)     307.5    (feet)  VERTCON   
 GT1286  ___________________________________________________________________
 GT1286  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 GT1286  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1286
 GT1286.The horizontal coordinates were scaled from a topographic map and have
 GT1286.an estimated accuracy of +/- 6 seconds.
 GT1286
 GT1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1286.The vertical order pertains to the NGVD 29 superseded value.
 GT1286
 GT1286.The geoid height was determined by GEOID03.
 GT1286
 GT1286;                    North         East    Units  Estimated Accuracy
 GT1286;SPC CA 4     -   634,360.    1,947,620.      MT  (+/- 180 meters Scaled)
 GT1286
 GT1286                          SUPERSEDED SURVEY CONTROL
 GT1286
 GT1286  NGVD 29 (??/??/92)   92.91   (m)          304.8    (f) COMPUTED    1 2
 GT1286
 GT1286.Superseded values are not recommended for survey control.
 GT1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1286.See file dsdata.txt to determine how the superseded data were derived.
 GT1286
 GT1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA686472(NAD 83)
 GT1286_MARKER: P = PIPE CAP
 GT1286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1286_STAMPING: 305.177 B 1902
 GT1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1286
 GT1286  HISTORY     - Date     Condition        Report By
 GT1286  HISTORY     - 1902     MONUMENTED       USGS
 GT1286  HISTORY     - 1953     MARK NOT FOUND   NGS
 GT1286
 GT1286                          STATION DESCRIPTION
 GT1286
 GT1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GT1286'2.2 MI SE FROM SELMA.
 GT1286'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 GT1286'THE STATION AT SELMA, FRESNO COUNTY, 4 POLES NORTHWEST OF
 GT1286'MILEPOST 223, 333 FEET NORTHWEST OF A RAILROAD TELEPHONE BOOTH,
 GT1286'47 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 33 FEET
 GT1286'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 99, AND NEAR A WHITE
 GT1286'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GT1286'CAP, STAMPED 305.177 B 1902 AND RIVETED ON THE TOP OF AN IRON
 GT1286'PIPE.  NOTE-- THERE HAS BEEN A FIRE LINE PLOWED ALONG THE
 GT1286'RIGHT-OF-WAY OF THE RAILROAD, AND IT COULD HAVE BEEN KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2370 ***********************************************************************
 FU2370  DESIGNATION -  305.380 DWR
 FU2370  PID         -  FU2370
 FU2370  STATE/COUNTY-  CA/KERN
 FU2370  USGS QUAD   -  MOUTH OF KERN (1973)
 FU2370
 FU2370                         *CURRENT SURVEY CONTROL
 FU2370  ___________________________________________________________________
 FU2370* NAD 83(1986)-  35 09 30.     (N)    119 20 54.     (W)     SCALED    
 FU2370* NAVD 88     -        93.73   (+/-2cm)     307.5    (feet)  VERTCON   
 FU2370  ___________________________________________________________________
 FU2370  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 FU2370  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2370
 FU2370.The horizontal coordinates were scaled from a topographic map and have
 FU2370.an estimated accuracy of +/- 6 seconds.
 FU2370
 FU2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2370.The vertical order pertains to the NGVD 29 superseded value.
 FU2370
 FU2370.The geoid height was determined by GEOID03.
 FU2370
 FU2370;                    North         East    Units  Estimated Accuracy
 FU2370;SPC CA 5     -   684,780.    1,877,160.      MT  (+/- 180 meters Scaled)
 FU2370
 FU2370                          SUPERSEDED SURVEY CONTROL
 FU2370
 FU2370  NGVD 29 (??/??/92)   92.96   (m)          305.0    (f) COMPUTED    1 1
 FU2370
 FU2370.Superseded values are not recommended for survey control.
 FU2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2370.See file dsdata.txt to determine how the superseded data were derived.
 FU2370
 FU2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU861931(NAD 83)
 FU2370_MARKER: Z = SEE DESCRIPTION
 FU2370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU2370_SP_SET: BUILDING
 FU2370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU2370
 FU2370  HISTORY     - Date     Condition        Report By
 FU2370  HISTORY     - UNK      MONUMENTED       CADWR
 FU2370  HISTORY     - 1970     GOOD             NGS
 FU2370
 FU2370                          STATION DESCRIPTION
 FU2370
 FU2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU2370'AT BUENA VISTA PUMP PLANT.
 FU2370'AT BUENA VISTA PUMP PLANT, IN SIDE OF A BUILDING, A COPPER
 FU2370'STUD IN THE WEST ONE OF TWO BOLTS FOR THE WEST COLUMN OF THE
 FU2370'SOUTH DOOR TO THE BUENA VISTA PUMP PLANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3120 ***********************************************************************
 EW3120  DESIGNATION -  305.4 A DWR
 EW3120  PID         -  EW3120
 EW3120  STATE/COUNTY-  CA/LOS ANGELES
 EW3120  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3120
 EW3120                         *CURRENT SURVEY CONTROL
 EW3120  ___________________________________________________________________
 EW3120* NAD 83(1986)-  34 49 04.     (N)    118 41 25.     (W)     SCALED    
 EW3120* NAVD 88     -       924.89   (+/-2cm)    3034.4    (feet)  VERTCON   
 EW3120  ___________________________________________________________________
 EW3120  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EW3120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3120
 EW3120.The horizontal coordinates were scaled from a topographic map and have
 EW3120.an estimated accuracy of +/- 6 seconds.
 EW3120
 EW3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3120.The vertical order pertains to the NGVD 29 superseded value.
 EW3120
 EW3120.The geoid height was determined by GEOID03.
 EW3120
 EW3120;                    North         East    Units  Estimated Accuracy
 EW3120;SPC CA 5     -   646,390.    1,936,850.      MT  (+/- 180 meters Scaled)
 EW3120
 EW3120                          SUPERSEDED SURVEY CONTROL
 EW3120
 EW3120  NGVD 29 (??/??/92)  924.004  (m)         3031.50   (f) ADJ UNCH    2 0
 EW3120
 EW3120.Superseded values are not recommended for survey control.
 EW3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3120.See file dsdata.txt to determine how the superseded data were derived.
 EW3120
 EW3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU454541(NAD 83)
 EW3120_MARKER: DD = SURVEY DISK
 EW3120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3120_SP_SET: SIPHON HEADWALL
 EW3120_STAMPING: 305.4 A
 EW3120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3120
 EW3120  HISTORY     - Date     Condition        Report By
 EW3120  HISTORY     - UNK      MONUMENTED       CADWR
 EW3120  HISTORY     - 1971     GOOD             NGS
 EW3120
 EW3120                          STATION DESCRIPTION
 EW3120
 EW3120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3120'2 MI SE FROM PORTER TUNNEL.
 EW3120'2.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3120'PORTAL OF THE PORTER TUNNEL, AT A SIPHON, IN THE TOP AND 0.5 FOOT
 EW3120'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL OF THE NORTHWEST
 EW3120'PORTAL OF THE SIPHON, 1.4 FEET NORTHEAST OF A FENCE CORNER
 EW3120'POST, AND ABOUT LEVEL WITH THE NORTHEAST LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3125 ***********************************************************************
 EW3125  DESIGNATION -  305.4 B DWR
 EW3125  PID         -  EW3125
 EW3125  STATE/COUNTY-  CA/LOS ANGELES
 EW3125  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3125
 EW3125                         *CURRENT SURVEY CONTROL
 EW3125  ___________________________________________________________________
 EW3125* NAD 83(1986)-  34 49 05.     (N)    118 41 27.     (W)     SCALED    
 EW3125* NAVD 88     -       924.04   (+/-2cm)    3031.6    (feet)  VERTCON   
 EW3125  ___________________________________________________________________
 EW3125  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EW3125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3125
 EW3125.The horizontal coordinates were scaled from a topographic map and have
 EW3125.an estimated accuracy of +/- 6 seconds.
 EW3125
 EW3125.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3125.The vertical order pertains to the NGVD 29 superseded value.
 EW3125
 EW3125.The geoid height was determined by GEOID03.
 EW3125
 EW3125;                    North         East    Units  Estimated Accuracy
 EW3125;SPC CA 5     -   646,420.    1,936,800.      MT  (+/- 180 meters Scaled)
 EW3125
 EW3125                          SUPERSEDED SURVEY CONTROL
 EW3125
 EW3125  NGVD 29 (??/??/92)  923.148  (m)         3028.69   (f) ADJ UNCH    2 0
 EW3125
 EW3125.Superseded values are not recommended for survey control.
 EW3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3125.See file dsdata.txt to determine how the superseded data were derived.
 EW3125
 EW3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU453541(NAD 83)
 EW3125_MARKER: DD = SURVEY DISK
 EW3125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3125_SP_SET: AQUEDUCT
 EW3125_STAMPING: MILE 305.4 B
 EW3125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3125
 EW3125  HISTORY     - Date     Condition        Report By
 EW3125  HISTORY     - UNK      MONUMENTED       CADWR
 EW3125  HISTORY     - 1971     GOOD             NGS
 EW3125
 EW3125                          STATION DESCRIPTION
 EW3125
 EW3125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3125'2 MI SE FROM PORTER TUNNEL.
 EW3125'2.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3125'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3125'LINING OF THE AQUEDUCT, 26 1/2 FEET SOUTHWEST OF THE CENTER
 EW3125'LINE OF THE NORTHEAST LEVEE ROAD, 20.5 FEET SOUTHEAST OF THE
 EW3125'CENTER OF A 12-INCH PIPE DRAIN, ABOUT 100 FEET NORTHWEST OF
 EW3125'BENCH MARK 305.4 A (DWR), AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3118 ***********************************************************************
 EW3118  DESIGNATION -  305.4 BB DWR
 EW3118  PID         -  EW3118
 EW3118  STATE/COUNTY-  CA/LOS ANGELES
 EW3118  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3118
 EW3118                         *CURRENT SURVEY CONTROL
 EW3118  ___________________________________________________________________
 EW3118* NAD 83(1986)-  34 49 04.     (N)    118 41 21.     (W)     SCALED    
 EW3118* NAVD 88     -       923.89   (+/-2cm)    3031.1    (feet)  VERTCON   
 EW3118  ___________________________________________________________________
 EW3118  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW3118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3118
 EW3118.The horizontal coordinates were scaled from a topographic map and have
 EW3118.an estimated accuracy of +/- 6 seconds.
 EW3118
 EW3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3118.The vertical order pertains to the NGVD 29 superseded value.
 EW3118
 EW3118.The geoid height was determined by GEOID03.
 EW3118
 EW3118;                    North         East    Units  Estimated Accuracy
 EW3118;SPC CA 5     -   646,390.    1,936,950.      MT  (+/- 180 meters Scaled)
 EW3118
 EW3118                          SUPERSEDED SURVEY CONTROL
 EW3118
 EW3118  NGVD 29 (??/??/92)  923.004  (m)         3028.22   (f) ADJ UNCH    2 0
 EW3118
 EW3118.Superseded values are not recommended for survey control.
 EW3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3118.See file dsdata.txt to determine how the superseded data were derived.
 EW3118
 EW3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU455541(NAD 83)
 EW3118_MARKER: DD = SURVEY DISK
 EW3118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3118_SP_SET: AQUEDUCT
 EW3118_STAMPING: MILE 305.4 BB
 EW3118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3118
 EW3118  HISTORY     - Date     Condition        Report By
 EW3118  HISTORY     - UNK      MONUMENTED       CADWR
 EW3118  HISTORY     - 1971     GOOD             NGS
 EW3118
 EW3118                          STATION DESCRIPTION
 EW3118
 EW3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3118'2.1 MI SE FROM PORTER TUNNEL.
 EW3118'2.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3118'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3118'LINING OF THE AQUEDUCT, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 EW3118'THE NORTHEAST LEVEE ROAD, ABOUT 79 FEET SOUTHEAST OF BENCH MARK
 EW3118'M 1221, 22 FEET NORTHWEST OF A 12-INCH DRAIN PIPE, 13 FEET
 EW3118'SOUTHEAST OF THE CENTER OF A LADDER, 34 FEET SOUTHEAST OF THE
 EW3118'EAST END OF A GUARD FENCE, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3123 ***********************************************************************
 EW3123  DESIGNATION -  305.6 B DWR
 EW3123  PID         -  EW3123
 EW3123  STATE/COUNTY-  CA/LOS ANGELES
 EW3123  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3123
 EW3123                         *CURRENT SURVEY CONTROL
 EW3123  ___________________________________________________________________
 EW3123* NAD 83(1986)-  34 48 59.     (N)    118 41 15.     (W)     SCALED    
 EW3123* NAVD 88     -       923.80   (+/-2cm)    3030.8    (feet)  VERTCON   
 EW3123  ___________________________________________________________________
 EW3123  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW3123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3123
 EW3123.The horizontal coordinates were scaled from a topographic map and have
 EW3123.an estimated accuracy of +/- 6 seconds.
 EW3123
 EW3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3123.The vertical order pertains to the NGVD 29 superseded value.
 EW3123
 EW3123.The geoid height was determined by GEOID03.
 EW3123
 EW3123;                    North         East    Units  Estimated Accuracy
 EW3123;SPC CA 5     -   646,240.    1,937,110.      MT  (+/- 180 meters Scaled)
 EW3123
 EW3123                          SUPERSEDED SURVEY CONTROL
 EW3123
 EW3123  NGVD 29 (??/??/92)  922.917  (m)         3027.94   (f) ADJ UNCH    2 0
 EW3123
 EW3123.Superseded values are not recommended for survey control.
 EW3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3123.See file dsdata.txt to determine how the superseded data were derived.
 EW3123
 EW3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU456539(NAD 83)
 EW3123_MARKER: DD = SURVEY DISK
 EW3123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3123_SP_SET: AQUEDUCT
 EW3123_STAMPING: MILE 305.6 B
 EW3123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3123
 EW3123  HISTORY     - Date     Condition        Report By
 EW3123  HISTORY     - UNK      MONUMENTED       CADWR
 EW3123  HISTORY     - 1971     GOOD             NGS
 EW3123
 EW3123                          STATION DESCRIPTION
 EW3123
 EW3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3123'2.2 MI SE FROM PORTER TUNNEL.
 EW3123'2.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3123'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3123'CONCRETE LINING OF THE AQUEDUCT, 26 FEET SOUTH OF THE CENTER
 EW3123'LINE OF THE NORTH LEVEE ROAD, 47.7 FEET WEST OF BENCH MARK N
 EW3123'1221, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0319 ***********************************************************************
 DY0319  DESIGNATION -  306 C OF LB
 DY0319  PID         -  DY0319
 DY0319  STATE/COUNTY-  CA/LOS ANGELES
 DY0319  USGS QUAD   -  LONG BEACH (1981)
 DY0319
 DY0319                         *CURRENT SURVEY CONTROL
 DY0319  ___________________________________________________________________
 DY0319* NAD 83(1986)-  33 47 39.     (N)    118 11 57.     (W)     SCALED    
 DY0319* NAVD 88     -         4.27   (+/-2cm)      14.0    (feet)  VERTCON   
 DY0319  ___________________________________________________________________
 DY0319  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0319  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0319
 DY0319.The horizontal coordinates were scaled from a topographic map and have
 DY0319.an estimated accuracy of +/- 6 seconds.
 DY0319
 DY0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0319.The vertical order pertains to the NGVD 29 superseded value.
 DY0319
 DY0319.The geoid height was determined by GEOID03.
 DY0319
 DY0319;                    North         East    Units  Estimated Accuracy
 DY0319;SPC CA 5     -   532,650.    1,981,560.      MT  (+/- 180 meters Scaled)
 DY0319
 DY0319                          SUPERSEDED SURVEY CONTROL
 DY0319
 DY0319  NGVD 29 (??/??/92)    3.482  (m)           11.42   (f) ADJ UNCH    1 2
 DY0319
 DY0319.Superseded values are not recommended for survey control.
 DY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0319.See file dsdata.txt to determine how the superseded data were derived.
 DY0319
 DY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT889399(NAD 83)
 DY0319_MARKER: DD = SURVEY DISK
 DY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0319_STAMPING: LLBM NO 306
 DY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0319+STABILITY: SURFACE MOTION
 DY0319
 DY0319  HISTORY     - Date     Condition        Report By
 DY0319  HISTORY     - UNK      MONUMENTED       CA1970
 DY0319  HISTORY     - 1945     GOOD             NGS
 DY0319  HISTORY     - 1961     GOOD             NGS
 DY0319
 DY0319                          STATION DESCRIPTION
 DY0319
 DY0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0319'AT LONG BEACH.
 DY0319'AT LONG BEACH AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0319'DAISY AVENUE AND TWENTIETH STREET, 13.6 FEET EAST OF THE
 DY0319'CURBLINE OF DAISY AVENUE, 8.2 FEET NORTH OF THE NORTH CURB
 DY0319'OF TWENTIETH STREET, 0.2 FEET SOUTH OF THE CENTER OF THE
 DY0319'EAST - WEST SIDEWALK, AND 0.8 FEET LOWER THAN THE SIDEWALK,
 DY0319'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PIPE WITH A CAST IRON
 DY0319'COVER MARKED LLBM.  A 2-INCH BRASS DISK, STAMPED LB BM NO 306
 DY0319'AND SET IN THE TOP OF A CONCRETE POST.
 DY0319
 DY0319                          STATION RECOVERY (1961)
 DY0319
 DY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0110 ***********************************************************************
 DY0110  DESIGNATION -  306 LBHD
 DY0110  PID         -  DY0110
 DY0110  STATE/COUNTY-  CA/LOS ANGELES
 DY0110  USGS QUAD   -  LONG BEACH (1981)
 DY0110
 DY0110                         *CURRENT SURVEY CONTROL
 DY0110  ___________________________________________________________________
 DY0110* NAD 83(1986)-  33 46 15.     (N)    118 12 26.     (W)     SCALED    
 DY0110* NAVD 88     -         2.99   (+/-2cm)       9.8    (feet)  VERTCON   
 DY0110  ___________________________________________________________________
 DY0110  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0110  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0110
 DY0110.The horizontal coordinates were scaled from a topographic map and have
 DY0110.an estimated accuracy of +/- 6 seconds.
 DY0110
 DY0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0110.The vertical order pertains to the NGVD 29 superseded value.
 DY0110
 DY0110.The geoid height was determined by GEOID03.
 DY0110
 DY0110;                    North         East    Units  Estimated Accuracy
 DY0110;SPC CA 5     -   530,060.    1,980,800.      MT  (+/- 180 meters Scaled)
 DY0110
 DY0110                          SUPERSEDED SURVEY CONTROL
 DY0110
 DY0110  NGVD 29 (??/??/92)    2.174  (m)            7.13   (f) ADJ UNCH    1 2
 DY0110
 DY0110.Superseded values are not recommended for survey control.
 DY0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0110.See file dsdata.txt to determine how the superseded data were derived.
 DY0110
 DY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT882374(NAD 83)
 DY0110_MARKER: DD = SURVEY DISK
 DY0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0110+STABILITY: SURFACE MOTION
 DY0110
 DY0110  HISTORY     - Date     Condition        Report By
 DY0110  HISTORY     - UNK      MONUMENTED       CA1970
 DY0110  HISTORY     - 1931     GOOD             NGS
 DY0110  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0110
 DY0110                          STATION DESCRIPTION
 DY0110
 DY0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 DY0110'AT LONG BEACH.
 DY0110'AT LONG BEACH ALONG WEST BANK OF LOS ANGELES RIVER, 172 FEET
 DY0110'NORTH OF CENTER LINE OF THIRD ST. 12 FEET WEST OF ROCK WALL
 DY0110'ALONG RIVER BANK.  41 FEET EAST OF CENTER OF EAST TRACK OF
 DY0110'PACIFIC ELECTRIC RAILWAY.  BRONZE TABLET SET IN CONCRETE POST,
 DY0110'IN WELL 2.4 FEET BELOW SURFACE.
 DY0110
 DY0110                          STATION RECOVERY (1945)
 DY0110
 DY0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3664 ***********************************************************************
 GU3664  DESIGNATION -  3060=PINE RESET
 GU3664  PID         -  GU3664
 GU3664  STATE/COUNTY-  CA/MONTEREY
 GU3664  USGS QUAD   -  COSIO KNOB (1984)
 GU3664
 GU3664                         *CURRENT SURVEY CONTROL
 GU3664  ___________________________________________________________________
 GU3664* NAD 83(1992)-  36 06 10.91486(N)    121 13 42.50817(W)     ADJUSTED  
 GU3664* NAVD 88     -       934.     (meters)    3064.     (feet)  SCALED    
 GU3664  ___________________________________________________________________
 GU3664  EPOCH DATE  -        1991.35
 GU3664  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 GU3664  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU3664  HORZ ORDER  -  SECOND
 GU3664
 GU3664.The horizontal coordinates were established by classical geodetic methods
 GU3664.and adjusted by the National Geodetic Survey in March 1994.
 GU3664.The horizontal coordinates are valid at the epoch date displayed above.
 GU3664.The epoch date for horizontal control is a decimal equivalence
 GU3664.of Year/Month/Day.
 GU3664
 GU3664.The orthometric height was scaled from a topographic map.
 GU3664
 GU3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3664
 GU3664.The geoid height was determined by GEOID03.
 GU3664
 GU3664;                    North         East     Units Scale Factor Converg.
 GU3664;SPC CA 4     -   587,735.133 1,799,355.801   MT  0.99998212   -1 19 46.1
 GU3664;SPC CA 4     - 1,928,261.02  5,903,386.49   sFT  0.99998212   -1 19 46.1
 GU3664;UTM  10      - 3,996,829.168   659,463.274   MT  0.99991333   +1 02 38.7
 GU3664
 GU3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3664!SPC CA 4     -   0.99985867  x   0.99998212  =   0.99984079
 GU3664!UTM  10      -   0.99985867  x   0.99991333  =   0.99977201
 GU3664
 GU3664|---------------------------------------------------------------------|
 GU3664| PID    Reference Object                     Distance      Geod. Az  |
 GU3664|                                                           dddmmss.s |
 GU3664| DA8596 PINE RM 1                             6.637 METERS 20558     |
 GU3664| DA8595 PINE AZ MK                                         2825200.4 |
 GU3664| GU3677 PINYON PEAK LOOKOUT USFS            APPROX.15.5 KM 2982008.6 |
 GU3664| DA8597 PINE RM 2                            10.246 METERS 31902     |
 GU3664|---------------------------------------------------------------------|
 GU3664
 GU3664                          SUPERSEDED SURVEY CONTROL
 GU3664
 GU3664  NAD 83(1986)-  36 06 10.91221(N)    121 13 42.49970(W) AD(1984.00) 2
 GU3664  NAD 27      -  36 06 11.02800(N)    121 13 38.77100(W) AD(       ) 2
 GU3664
 GU3664.Superseded values are not recommended for survey control.
 GU3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3664.See file dsdata.txt to determine how the superseded data were derived.
 GU3664
 GU3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE5946396829(NAD 83)
 GU3664_MARKER: Z = SEE DESCRIPTION
 GU3664_SETTING: 0 = UNSPECIFIED SETTING
 GU3664
 GU3664  HISTORY     - Date     Condition        Report By
 GU3664  HISTORY     - 1944     MONUMENTED       USGS
 GU3664  HISTORY     - 1959     SEE DESCRIPTION  USE
 GU3664  HISTORY     - 1961     SEE DESCRIPTION  AMS
 GU3664
 GU3664                          STATION DESCRIPTION
 GU3664
 GU3664'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS)
 GU3664'STATION IS LOCATED ABOUT 10 MILES, AIR LINE, SW OF KING CITY,
 GU3664'ABOUT 9 MILES, AIR LINE, N OF JOLON, ABOUT 1 MILE S OF THE PINE
 GU3664'CANYON ROAD, AND 1 MILE ENE OF AN OLD ABANDONED WHITE HOUSE.
 GU3664'IT IS ON THE N END, AND SUMMIT, OF A HIGH AND PROMINENT,
 GU3664'BRUSH-COVERED RIDGE.
 GU3664'
 GU3664'STATION MARK IS A U.S. GEOLOGICAL SURVEY ALUMINUM BENCH-MARK
 GU3664'DISK BRAZED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS ABOUT
 GU3664'4 INCHES.  IT IS STAMPED PINE DATUM VA BM AND WITH THE ELEVATION
 GU3664'OF 3060 FEET.
 GU3664'
 GU3664'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 GU3664'OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT.  IT IS STAMPED
 GU3664'PINE USGS NO 1 1944.
 GU3664'
 GU3664'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 GU3664'OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT.  IT IS
 GU3664'STAMPED PINE USGS NO 2 1944.
 GU3664'
 GU3664'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN
 GU3664'OUTCROPPING BEDROCK.  IT IS STAMPED PINE 1944.  IT IS LOCATED
 GU3664'0.1 MILE NW OF LARGE ADOBE HOUSE, 100 FEET W OF TRACK ROAD,
 GU3664'AND 3 FEET S OF A WHITE WOODEN WITNESS POST.
 GU3664'
 GU3664'TO REACH FROM KING CITY, GO W ON U.S. HIGHWAY 101 FOR 1.0 MILE
 GU3664'TO THE W END OF THE SALINAS RIVER BRIDGE.  TAKE THE LEFT FORK
 GU3664'FOR 0.3 MILE, CROSSING THE NEW MILITARY HIGHWAY TO A FORK IN
 GU3664'THE OLD OILED ROAD, TAKE THE RIGHT FORK SW AND FOLLOW THE MAIN
 GU3664'ROAD UP THE CANYON FOR 7.1 MILES, TAKE THE LEFT OR UPPER FORK,
 GU3664'WHICH IS STEEP AND NARROW, AND GO SW FOR 2.2 MILES TO SMALL
 GU3664'OPENING ON TOP OF BENCH, AGAIN TAKE THE LEFT FORK AND GO S
 GU3664'FOR 0.4 MILE TO AN OLD ADOBE HOUSE ON THE RIGHT, CONTINUE S,
 GU3664'ON THE TRACK ROAD OVER THE ROUGH HILLS, FOR 1.3 MILES TO AN
 GU3664'OLD WHITE HOUSE.  TAKE THE LEFT FORK AND GO 0.3 MILE TO THE
 GU3664'TOP OF THE DIVIDE AND THE END OF TRUCK TRAVEL.  FROM THIS
 GU3664'POINT FOLLOW THE RIDGE NE ABOUT 1.0 MILE TO THE HIGHEST POINT
 GU3664'AND STATION.
 GU3664
 GU3664                          STATION RECOVERY (1959)
 GU3664
 GU3664'RECOVERY NOTE BY US ENGINEERS 1959
 GU3664'THE STATION MARK WAS NOT RECOVERED AND A SEARCH OF THE IMMEDIATE
 GU3664'AREA FAILED TO DISCLOSE THE U.S.G.S. EMPLACED PIPE MARKER BUT
 GU3664'ABOUT ONE-HALF OF THE ALUMINUM BENCH MARK DISK STAMPED PINE
 GU3664'DATUM VA BM WAS FOUND LYING ON THE GROUND.  A RECENT FIRE HAD
 GU3664'BURNED OVER THE AREA AND THE MARK HAD APPARENTLY BEEN EXCAVATED
 GU3664'BY A BULL-DOZER CONSTRUCTING A FIREBREAK.  ABOUT 22 TO 24 INCHES
 GU3664'OF DIRT HAD BEEN EXCAVATED.
 GU3664'
 GU3664'THE STATION WAS RE-ESTABLISHED USING REFERENCE MARK 1, REFERENCE
 GU3664'MARK 2 AND THE AZIMUTH MARK WHICH WERE RECOVERED IN GOOD
 GU3664'CONDITION.
 GU3664'
 GU3664'THE STATION IS NOW MARKED BY A 22-INCH LONG STEEL PIPE, DRIVEN
 GU3664'INTO THE GROUND, PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  THE
 GU3664'PIPE IS PLUGGED WITH A WOODEN PLUG INTO WHICH IS DRIVEN A 20D
 GU3664'ALUMINUM NAIL.  THE MARK IS THE CENTER PUNCH IN THE NAILHEAD.
 GU3664
 GU3664                          STATION RECOVERY (1961)
 GU3664
 GU3664'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 GU3664'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GU3664'CONDITION.  STATION MARK PROJECTS 0.8 FEET ABOVE THE GROUND.
 GU3664'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 GU3664'AS DESCRIBED.
 GU3664'
 GU3664'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM INSTRUMENT HEIGHTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0021 ***********************************************************************
 FU0021  DESIGNATION -  3064 USGS
 FU0021  PID         -  FU0021
 FU0021  STATE/COUNTY-  CA/KERN
 FU0021  USGS QUAD   -  KEENE (1992)
 FU0021
 FU0021                         *CURRENT SURVEY CONTROL
 FU0021  ___________________________________________________________________
 FU0021* NAD 83(1986)-  35 11 50.     (N)    118 32 15.     (W)     SCALED    
 FU0021* NAVD 88     -       935.65   (+/-2cm)    3069.7    (feet)  VERTCON   
 FU0021  ___________________________________________________________________
 FU0021  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FU0021  VERT ORDER  -  THIRD (See Below)
 FU0021
 FU0021.The horizontal coordinates were scaled from a topographic map and have
 FU0021.an estimated accuracy of +/- 6 seconds.
 FU0021
 FU0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0021.The vertical order pertains to the NGVD 29 superseded value.
 FU0021
 FU0021.The geoid height was determined by GEOID03.
 FU0021
 FU0021;                    North         East    Units  Estimated Accuracy
 FU0021;SPC CA 5     -   688,400.    1,951,050.      MT  (+/- 180 meters Scaled)
 FU0021
 FU0021                          SUPERSEDED SURVEY CONTROL
 FU0021
 FU0021  NGVD 29 (??/??/??)  934.80   (m)         3066.9    (f) RESET       3  
 FU0021
 FU0021.Superseded values are not recommended for survey control.
 FU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0021.See file dsdata.txt to determine how the superseded data were derived.
 FU0021
 FU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU600959(NAD 83)
 FU0021_MARKER: DD = SURVEY DISK
 FU0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0021_STAMPING: 3064 B 1902 15
 FU0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0021
 FU0021  HISTORY     - Date     Condition        Report By
 FU0021  HISTORY     - 1902     MONUMENTED       USGS
 FU0021  HISTORY     - 1953     GOOD             NGS
 FU0021  HISTORY     - 1973     GOOD             NGS
 FU0021
 FU0021                          STATION DESCRIPTION
 FU0021
 FU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0021'2.4 MI SE FROM WOODFORD.
 FU0021'2.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD
 FU0021'FROM THE STATION AT WOODFORD, AT WALONG SIDING, ABOUT 0.1 MILE
 FU0021'SOUTH OF MILEPOLE 351, 9 1/2 RAILS WEST OF MILEPOLE 352, 92.3
 FU0021'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 55 FEET
 FU0021'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD. 18.6 FEET SOUTHEAST
 FU0021'OF A T JUNCTION OF FENCE LINES, 1.9 FEET NORTHEAST OF A FENCE,
 FU0021'1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 FU0021'THE TRACK AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 FU0021'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE MILEPOLES
 FU0021'351 AND 352 ARE CLOSE TOGETHER ON ACCOUNT OF THE RAILROAD MAKING
 FU0021'A LOOP NEAR THIS POINT.
 FU0021
 FU0021                          STATION RECOVERY (1973)
 FU0021
 FU0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1154 ***********************************************************************
 EW1154  DESIGNATION -  306=V 32
 EW1154  PID         -  EW1154
 EW1154  STATE/COUNTY-  CA/LOS ANGELES
 EW1154  USGS QUAD   -  LOS ANGELES (1994)
 EW1154
 EW1154                         *CURRENT SURVEY CONTROL
 EW1154  ___________________________________________________________________
 EW1154* NAD 83(1986)-  34 04 10.     (N)    118 13 41.     (W)     SCALED    
 EW1154* NAVD 88     -        94.004  (meters)     308.41   (feet)  READJUSTED
 EW1154  ___________________________________________________________________
 EW1154  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EW1154  DYNAMIC HT  -          93.900 (meters)     308.07  (feet)  COMP
 EW1154  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 EW1154
 EW1154  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW1154
 EW1154.The horizontal coordinates were scaled from a topographic map and have
 EW1154.an estimated accuracy of +/- 6 seconds.
 EW1154
 EW1154.The orthometric height was determined by differential leveling
 EW1154.and adjusted in February 1993.
 EW1154.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW1154.mark was located on a no-check spur therefore a value was not computed.
 EW1154.The height was derived from older observations constrained to new
 EW1154.heights in a crustal motion area.  The height is approximate in
 EW1154.relation to other heights in its vicinity.
 EW1154.No vertical observational check was made to the station.
 EW1154
 EW1154.The geoid height was determined by GEOID03.
 EW1154
 EW1154.The dynamic height is computed by dividing the NAVD 88
 EW1154.geopotential number by the normal gravity value computed on the
 EW1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1154.degrees latitude (g = 980.6199 gals.).
 EW1154
 EW1154.The modeled gravity was interpolated from observed gravity values.
 EW1154
 EW1154;                    North         East    Units  Estimated Accuracy
 EW1154;SPC CA 5     -   563,190.    1,978,950.      MT  (+/- 180 meters Scaled)
 EW1154
 EW1154                          SUPERSEDED SURVEY CONTROL
 EW1154
 EW1154  NGVD 29 (??/??/92)   93.216  (m)          305.83   (f) ADJ UNCH    1 1
 EW1154
 EW1154.Superseded values are not recommended for survey control.
 EW1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1154.See file dsdata.txt to determine how the superseded data were derived.
 EW1154
 EW1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866705(NAD 83)
 EW1154_MARKER: DD = SURVEY DISK
 EW1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1154_SP_SET: WALL
 EW1154_STAMPING: V 32 306
 EW1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1154
 EW1154  HISTORY     - Date     Condition        Report By
 EW1154  HISTORY     - UNK      MONUMENTED       USGS
 EW1154  HISTORY     - 1955     GOOD             NGS
 EW1154  HISTORY     - 1971     GOOD             CA1980
 EW1154  HISTORY     - 1976     GOOD             NGS
 EW1154  HISTORY     - 1978     GOOD             NGS
 EW1154  HISTORY     - 19890526 MARK NOT FOUND   NGS
 EW1154
 EW1154                          STATION DESCRIPTION
 EW1154
 EW1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1154'AT LOS ANGELES.
 EW1154'AT LOS ANGELES, AT THE JUNCTION OF NORTH SPRING AND BAKER STREETS,
 EW1154'AT THE A.O. SMITH CORPORATION PRODUCTS SERVICE DIVISION BUILDING
 EW1154'(1635 NORTH SPRING ST.), SET VERTICALLY IN THE SOUTHWEST CONCRETE
 EW1154'WALL OF THE WATER HEATERS COMPANY BUILDING, 18.0 FEET NORTHWEST
 EW1154'OF THE NORTHWEST CURB OF SPRING STREET, 1.7 FEET SOUTHEAST OF
 EW1154'THE WEST CORNER OF THE BUILDING, 1.5 FEET NORTHWEST OF THE
 EW1154'NORTHWEST SIDE OF THE DOOR COLUMN, 0.9 FOOT HIGHER THAN THE
 EW1154'CONCRETE STEP LEADING INTO THE BUILDING, AND ABOUT 3 FEET ABOVE
 EW1154'THE GROUND.
 EW1154
 EW1154                          STATION RECOVERY (1971)
 EW1154
 EW1154'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1154'RECOVERED IN GOOD CONDITION.
 EW1154
 EW1154                          STATION RECOVERY (1976)
 EW1154
 EW1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1154'AT LOS ANGELES, AT THE JUNCTION OF NORTH SPRING AND BAKER STREETS, AT
 EW1154'THE GENERATION DESIGNS INCORPORATED BUILDING, (1635 NORTH SPRING
 EW1154'STREET) SET VERTICALLY IN THE SOUTHWEST CONCRETE WALL OF THE BUILDING,
 EW1154'1.8 FT NORTHWEST OF THE NORTHWEST CURB OF NORTH SPRING STREET, 1.7 FT
 EW1154'SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 1.5 FT NORTHWEST OF THE
 EW1154'NORTHWEST SIDE OF THE DOOR COLUMN, 0.9 FT ABOVE STEP LEADING INTO
 EW1154'BUILDING.
 EW1154
 EW1154                          STATION RECOVERY (1978)
 EW1154
 EW1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1154'RECOVERED IN GOOD CONDITION.
 EW1154
 EW1154                          STATION RECOVERY (1989)
 EW1154
 EW1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1154'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1727 ***********************************************************************
 JS1727  DESIGNATION -  307 N USE
 JS1727  PID         -  JS1727
 JS1727  STATE/COUNTY-  CA/SACRAMENTO
 JS1727  USGS QUAD   -  JERSEY ISLAND (1978)
 JS1727
 JS1727                         *CURRENT SURVEY CONTROL
 JS1727  ___________________________________________________________________
 JS1727* NAD 83(1986)-  38 05 37.     (N)    121 38 45.     (W)     SCALED    
 JS1727* NAVD 88     -         3.11   (+/-2cm)      10.2    (feet)  VERTCON   
 JS1727  ___________________________________________________________________
 JS1727  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JS1727  VERT ORDER  -  THIRD (See Below)
 JS1727
 JS1727.The horizontal coordinates were scaled from a topographic map and have
 JS1727.an estimated accuracy of +/- 6 seconds.
 JS1727
 JS1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1727.The vertical order pertains to the NGVD 29 superseded value.
 JS1727
 JS1727.The geoid height was determined by GEOID03.
 JS1727
 JS1727;                    North         East    Units  Estimated Accuracy
 JS1727;SPC CA 2     -   547,460.    2,031,070.      MT  (+/- 180 meters Scaled)
 JS1727
 JS1727                          SUPERSEDED SURVEY CONTROL
 JS1727
 JS1727  NGVD 29 (??/??/??)    2.39   (m)            7.8    (f) RESET       3  
 JS1727
 JS1727.Superseded values are not recommended for survey control.
 JS1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1727.See file dsdata.txt to determine how the superseded data were derived.
 JS1727
 JS1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH187170(NAD 83)
 JS1727_MARKER: P = PIPE CAP
 JS1727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1727_STAMPING: 307 N
 JS1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1727
 JS1727  HISTORY     - Date     Condition        Report By
 JS1727  HISTORY     - UNK      MONUMENTED       DOD
 JS1727  HISTORY     - 1951     GOOD             NGS
 JS1727  HISTORY     - 1964     MARK NOT FOUND   NGS
 JS1727
 JS1727                          STATION DESCRIPTION
 JS1727
 JS1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1727'AT TWITCHELL ISLAND.
 JS1727'ON THE SOUTH SIDE OF TWITCHELL ISLAND, 0.4 MILES EAST ALONG A
 JS1727'DIRT ROAD ON THE SAN JOAQUIN RIVER LEVEE FROM THE TWITCHELL
 JS1727'ISLAND HEADQUARTERS, ON THE NORTH BANK OF THE SAN JOAQUIN RIVER,
 JS1727'153.5 FEET WEST OF THE WEST CORNER OF A FARM HOUSE, 81 FEET
 JS1727'SOUTHEAST OF THE CENTER OF A JUNCTION OF A FARM ROAD LEADING
 JS1727'EAST OFF THE LEVEE TO THE FARMHOUSE, AT THE SOUTHEAST END OF A
 JS1727'SHORT ROW OF WILLOW TREES, 12 FEET SOUTHWEST OF THE CENTER LINE
 JS1727'OF THE ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 JS1727'WITH THE ROAD, AND SCREWED ON THE TOP OF A 3-INCH IRON PIPE
 JS1727'PROJECTING 0.3 FEET.
 JS1727
 JS1727                          STATION RECOVERY (1964)
 JS1727
 JS1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0364 ***********************************************************************
 HS0364  DESIGNATION -  307+00 USE
 HS0364  PID         -  HS0364
 HS0364  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0364  USGS QUAD   -  HOLT (1994)
 HS0364
 HS0364                         *CURRENT SURVEY CONTROL
 HS0364  ___________________________________________________________________
 HS0364* NAD 83(1986)-  37 58 55.     (N)    121 23 17.     (W)     SCALED    
 HS0364* NAVD 88     -         5.03   (+/-2cm)      16.5    (feet)  VERTCON   
 HS0364  ___________________________________________________________________
 HS0364  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HS0364  VERT ORDER  -  THIRD (See Below)
 HS0364
 HS0364.The horizontal coordinates were scaled from a topographic map and have
 HS0364.an estimated accuracy of +/- 6 seconds.
 HS0364
 HS0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0364.The vertical order pertains to the NGVD 29 superseded value.
 HS0364
 HS0364.The geoid height was determined by GEOID03.
 HS0364
 HS0364;                    North         East    Units  Estimated Accuracy
 HS0364;SPC CA 3     -   664,840.    1,921,990.      MT  (+/- 180 meters Scaled)
 HS0364
 HS0364                          SUPERSEDED SURVEY CONTROL
 HS0364
 HS0364  NGVD 29 (??/??/??)    4.39   (m)           14.4    (f) RESET       3  
 HS0364
 HS0364.Superseded values are not recommended for survey control.
 HS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0364.See file dsdata.txt to determine how the superseded data were derived.
 HS0364
 HS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH415050(NAD 83)
 HS0364_MARKER: DD = SURVEY DISK
 HS0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0364_STAMPING: 307+00 75
 HS0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0364+STABILITY: SURFACE MOTION
 HS0364
 HS0364  HISTORY     - Date     Condition        Report By
 HS0364  HISTORY     - UNK      MONUMENTED       DOD
 HS0364  HISTORY     - 1951     GOOD             NGS
 HS0364  HISTORY     - 1967     GOOD             NGS
 HS0364
 HS0364                          STATION DESCRIPTION
 HS0364
 HS0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0364'AT ROBERTS ISLAND.
 HS0364'ON THE NORTHEAST SIDE OF ROBERTS ISLAND, 1.5 MILES NORTHWEST
 HS0364'ALONG A DIRT ROAD ON THE TOP OF THE SOUTHWEST LEVEE OF STOCKTON
 HS0364'DEEPWATER CHANNEL FROM THE NORTHWEST END OF BURNS CUTOFF, 199
 HS0364'FEET SOUTHEAST OF THE EAST LEG OF A WOODEN TOWER SUPPORTING
 HS0364'CHANNEL LIGHT 38, 95 FEET NORTHWEST OF THE CENTER OF A Y JUNCTION
 HS0364'FORMED BY A ROAD LEADING SOUTH OFF THE LEVEE, ON THE NORTHEAST
 HS0364'SHOULDER OF THE LEVEE, 14 1/2 FEET NORTHEAST OF THE CENTER LINE
 HS0364'OF THE ROAD, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 HS0364'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HS0364'GROUND.
 HS0364
 HS0364                          STATION RECOVERY (1967)
 HS0364
 HS0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3112 ***********************************************************************
 EW3112  DESIGNATION -  307.2 A DWR
 EW3112  PID         -  EW3112
 EW3112  STATE/COUNTY-  CA/LOS ANGELES
 EW3112  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3112
 EW3112                         *CURRENT SURVEY CONTROL
 EW3112  ___________________________________________________________________
 EW3112* NAD 83(1986)-  34 48 28.     (N)    118 39 40.     (W)     SCALED    
 EW3112* NAVD 88     -       912.02   (+/-2cm)    2992.2    (feet)  VERTCON   
 EW3112  ___________________________________________________________________
 EW3112  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW3112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3112
 EW3112.The horizontal coordinates were scaled from a topographic map and have
 EW3112.an estimated accuracy of +/- 6 seconds.
 EW3112
 EW3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3112.The vertical order pertains to the NGVD 29 superseded value.
 EW3112
 EW3112.The geoid height was determined by GEOID03.
 EW3112
 EW3112;                    North         East    Units  Estimated Accuracy
 EW3112;SPC CA 5     -   645,260.    1,939,510.      MT  (+/- 180 meters Scaled)
 EW3112
 EW3112                          SUPERSEDED SURVEY CONTROL
 EW3112
 EW3112  NGVD 29 (??/??/92)  911.133  (m)         2989.28   (f) ADJ UNCH    2 0
 EW3112
 EW3112.Superseded values are not recommended for survey control.
 EW3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3112.See file dsdata.txt to determine how the superseded data were derived.
 EW3112
 EW3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU480529(NAD 83)
 EW3112_MARKER: DD = SURVEY DISK
 EW3112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3112_SP_SET: BRIDGE CURB
 EW3112_STAMPING: 307.2 A 1971
 EW3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3112
 EW3112  HISTORY     - Date     Condition        Report By
 EW3112  HISTORY     - 1971     MONUMENTED       CADWR
 EW3112  HISTORY     - 1971     GOOD             NGS
 EW3112
 EW3112                          STATION DESCRIPTION
 EW3112
 EW3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3112'3.9 MI SE FROM PORTER TUNNEL.
 EW3112'3.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3112'PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 300TH STREET
 EW3112'WEST, IN THE TOP AND 0.5 FOOT SOUTH OF THE NORTH END OF THE
 EW3112'WEST CONCRETE CURB OF BRIDGE 307.23 OVER THE AQUEDUCT, 10 FEET
 EW3112'WEST OF THE CENTER LINE OF THE STREET, AND ABOUT 1 FOOT HIGHER
 EW3112'THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3111 ***********************************************************************
 EW3111  DESIGNATION -  307.24 B DWR
 EW3111  PID         -  EW3111
 EW3111  STATE/COUNTY-  CA/LOS ANGELES
 EW3111  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3111
 EW3111                         *CURRENT SURVEY CONTROL
 EW3111  ___________________________________________________________________
 EW3111* NAD 83(1986)-  34 48 27.     (N)    118 39 37.     (W)     SCALED    
 EW3111* NAVD 88     -       903.42   (+/-2cm)    2964.0    (feet)  VERTCON   
 EW3111  ___________________________________________________________________
 EW3111  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW3111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3111
 EW3111.The horizontal coordinates were scaled from a topographic map and have
 EW3111.an estimated accuracy of +/- 6 seconds.
 EW3111
 EW3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3111.The vertical order pertains to the NGVD 29 superseded value.
 EW3111
 EW3111.The geoid height was determined by GEOID03.
 EW3111
 EW3111;                    North         East    Units  Estimated Accuracy
 EW3111;SPC CA 5     -   645,230.    1,939,590.      MT  (+/- 180 meters Scaled)
 EW3111
 EW3111                          SUPERSEDED SURVEY CONTROL
 EW3111
 EW3111  NGVD 29 (??/??/92)  902.536  (m)         2961.07   (f) ADJ UNCH    2 0
 EW3111
 EW3111.Superseded values are not recommended for survey control.
 EW3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3111.See file dsdata.txt to determine how the superseded data were derived.
 EW3111
 EW3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU481529(NAD 83)
 EW3111_MARKER: DD = SURVEY DISK
 EW3111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3111_SP_SET: AQUEDUCT
 EW3111_STAMPING: MILE 307.24 B
 EW3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3111
 EW3111  HISTORY     - Date     Condition        Report By
 EW3111  HISTORY     - UNK      MONUMENTED       CADWR
 EW3111  HISTORY     - 1971     GOOD             NGS
 EW3111
 EW3111                          STATION DESCRIPTION
 EW3111
 EW3111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3111'3.9 MI SE FROM PORTER TUNNEL.
 EW3111'3.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3111'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3111'CONCRETE LINING OF THE AQUEDUCT, 35 FEET SOUTH OF THE CENTER
 EW3111'LINE OF THE NORTH LEVEE ROAD, 55.5 FEET EAST OF THE EAST SIDE OF
 EW3111'THE NORTH PIER OF 300TH STREET BRIDGE 307.23, 41.5 FEET WEST OF
 EW3111'THE CROSSING OF PIPE NO. 307.24, ABOUT 60 FEET SOUTHEAST AND
 EW3111'20 FEET LOWER THAN BENCH MARK 307.2 A (DWR), AND ABOUT 7 FEET
 EW3111'LOWER THAN THE LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3124 ***********************************************************************
 EW3124  DESIGNATION -  307.4 DWR
 EW3124  PID         -  EW3124
 EW3124  STATE/COUNTY-  CA/LOS ANGELES
 EW3124  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3124
 EW3124                         *CURRENT SURVEY CONTROL
 EW3124  ___________________________________________________________________
 EW3124* NAD 83(1986)-  34 49 00.     (N)    118 41 23.     (W)     SCALED    
 EW3124* NAVD 88     -       925.13   (+/-2cm)    3035.2    (feet)  VERTCON   
 EW3124  ___________________________________________________________________
 EW3124  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW3124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3124
 EW3124.The horizontal coordinates were scaled from a topographic map and have
 EW3124.an estimated accuracy of +/- 6 seconds.
 EW3124
 EW3124.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3124.The vertical order pertains to the NGVD 29 superseded value.
 EW3124
 EW3124.The geoid height was determined by GEOID03.
 EW3124
 EW3124;                    North         East    Units  Estimated Accuracy
 EW3124;SPC CA 5     -   646,270.    1,936,900.      MT  (+/- 180 meters Scaled)
 EW3124
 EW3124                          SUPERSEDED SURVEY CONTROL
 EW3124
 EW3124  NGVD 29 (??/??/92)  924.239  (m)         3032.27   (f) ADJ UNCH    2 0
 EW3124
 EW3124.Superseded values are not recommended for survey control.
 EW3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3124.See file dsdata.txt to determine how the superseded data were derived.
 EW3124
 EW3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU454540(NAD 83)
 EW3124_MARKER: DD = SURVEY DISK
 EW3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3124_STAMPING: 307.4 1968
 EW3124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3124+STABILITY: SURFACE MOTION
 EW3124
 EW3124  HISTORY     - Date     Condition        Report By
 EW3124  HISTORY     - 1968     MONUMENTED       CADWR
 EW3124  HISTORY     - 1971     GOOD             NGS
 EW3124
 EW3124                          STATION DESCRIPTION
 EW3124
 EW3124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3124'2.2 MI SE FROM PORTER TUNNEL.
 EW3124'2.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3124'PORTAL OF THE PORTER TUNNEL, THENCE 0.1 MILE WEST ALONG A ROAD
 EW3124'ACROSS A SIPHON, 0.1 MILE SOUTHWEST OF BENCH MARK M 1221, 40 1/2
 EW3124'FEET NORTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD, 164 FEET
 EW3124'SOUTH AND ACROSS THE ROAD FROM THE SIPHON, 23 1/2 FEET NORTHEAST
 EW3124'OF A STEEL GUARDRAIL, 225 FEET SOUTHWEST OF THE SOUTH END OF A
 EW3124'STEEL GATE ACROSS THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS
 EW3124'POST, ABOUT 7 1/2 FEET LOWER THAN THE ASPHALT ROAD, AND SET IN
 EW3124'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3110 ***********************************************************************
 EW3110  DESIGNATION -  307.8 B DWR
 EW3110  PID         -  EW3110
 EW3110  STATE/COUNTY-  CA/LOS ANGELES
 EW3110  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3110
 EW3110                         *CURRENT SURVEY CONTROL
 EW3110  ___________________________________________________________________
 EW3110* NAD 83(1986)-  34 48 19.     (N)    118 39 03.     (W)     SCALED    
 EW3110* NAVD 88     -       903.40   (+/-2cm)    2963.9    (feet)  VERTCON   
 EW3110  ___________________________________________________________________
 EW3110  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW3110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3110
 EW3110.The horizontal coordinates were scaled from a topographic map and have
 EW3110.an estimated accuracy of +/- 6 seconds.
 EW3110
 EW3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3110.The vertical order pertains to the NGVD 29 superseded value.
 EW3110
 EW3110.The geoid height was determined by GEOID03.
 EW3110
 EW3110;                    North         East    Units  Estimated Accuracy
 EW3110;SPC CA 5     -   644,980.    1,940,450.      MT  (+/- 180 meters Scaled)
 EW3110
 EW3110                          SUPERSEDED SURVEY CONTROL
 EW3110
 EW3110  NGVD 29 (??/??/92)  902.516  (m)         2961.00   (f) ADJ UNCH    2 0
 EW3110
 EW3110.Superseded values are not recommended for survey control.
 EW3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3110.See file dsdata.txt to determine how the superseded data were derived.
 EW3110
 EW3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU489526(NAD 83)
 EW3110_MARKER: DD = SURVEY DISK
 EW3110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3110_SP_SET: AQUEDUCT
 EW3110_STAMPING: MILE 307.8 B
 EW3110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3110
 EW3110  HISTORY     - Date     Condition        Report By
 EW3110  HISTORY     - UNK      MONUMENTED       CADWR
 EW3110  HISTORY     - 1971     GOOD             NGS
 EW3110
 EW3110                          STATION DESCRIPTION
 EW3110
 EW3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3110'4.5 MI SE FROM PORTER TUNNEL.
 EW3110'4.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3110'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF PIPE
 EW3110'307.85, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW3110'AQUEDUCT, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 EW3110'LEVEE ROAD, 72.0 FEET NORTHWEST OF THE PIPE, AND ABOUT 6 FEET
 EW3110'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3116 ***********************************************************************
 EW3116  DESIGNATION -  307.9 C DWR
 EW3116  PID         -  EW3116
 EW3116  STATE/COUNTY-  CA/LOS ANGELES
 EW3116  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3116
 EW3116                         *CURRENT SURVEY CONTROL
 EW3116  ___________________________________________________________________
 EW3116* NAD 83(1986)-  34 48 50.     (N)    118 40 52.     (W)     SCALED    
 EW3116* NAVD 88     -       918.50   (+/-2cm)    3013.4    (feet)  VERTCON   
 EW3116  ___________________________________________________________________
 EW3116  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW3116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3116
 EW3116.The horizontal coordinates were scaled from a topographic map and have
 EW3116.an estimated accuracy of +/- 6 seconds.
 EW3116
 EW3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3116.The vertical order pertains to the NGVD 29 superseded value.
 EW3116
 EW3116.The geoid height was determined by GEOID03.
 EW3116
 EW3116;                    North         East    Units  Estimated Accuracy
 EW3116;SPC CA 5     -   645,950.    1,937,690.      MT  (+/- 180 meters Scaled)
 EW3116
 EW3116                          SUPERSEDED SURVEY CONTROL
 EW3116
 EW3116  NGVD 29 (??/??/92)  917.612  (m)         3010.53   (f) ADJ UNCH    2 0
 EW3116
 EW3116.Superseded values are not recommended for survey control.
 EW3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3116.See file dsdata.txt to determine how the superseded data were derived.
 EW3116
 EW3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU462536(NAD 83)
 EW3116_MARKER: DD = SURVEY DISK
 EW3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3116_STAMPING: 307.9 C B M 1968
 EW3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3116+STABILITY: SURFACE MOTION
 EW3116
 EW3116  HISTORY     - Date     Condition        Report By
 EW3116  HISTORY     - 1968     MONUMENTED       CADWR
 EW3116  HISTORY     - 1971     GOOD             NGS
 EW3116
 EW3116                          STATION DESCRIPTION
 EW3116
 EW3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3116'2.6 MI SE FROM PORTER TUNNEL.
 EW3116'2.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3116'SOUTH PORTAL OF THE PORTER TUNNEL, THENCE 0.4 MILE SOUTHEAST
 EW3116'ALONG THE SECOND DIRT BERM NORTHEAST OF THE NORTHEAST LEVEE ROAD,
 EW3116'39 FEET NORTHWEST OF A POINT IN LINE WITH AQUEDUCT MILEAGE
 EW3116'306.00, 5.2 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE
 EW3116'LINED DRAIN DITCH, 47.0 FEET NORTHEAST OF THE NORTH CORNER OF
 EW3116'THE CONCRETE AROUND THE DRAIN, 1.9 FEET NORTHWEST OF A WITNESS
 EW3116'POST, ABOUT LEVEL WITH THE TOP OF THE DITCH, AND SET IN THE TOP
 EW3116'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0734 ***********************************************************************
 JS0734  DESIGNATION -  308
 JS0734  PID         -  JS0734
 JS0734  STATE/COUNTY-  CA/SACRAMENTO
 JS0734  USGS QUAD   -  BUFFALO CREEK (1980)
 JS0734
 JS0734                         *CURRENT SURVEY CONTROL
 JS0734  ___________________________________________________________________
 JS0734* NAD 83(1986)-  38 36 53.     (N)    121 09 01.     (W)     SCALED    
 JS0734* NAVD 88     -        94.58   (+/-2cm)     310.3    (feet)  VERTCON   
 JS0734  ___________________________________________________________________
 JS0734  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JS0734  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0734
 JS0734.The horizontal coordinates were scaled from a topographic map and have
 JS0734.an estimated accuracy of +/- 6 seconds.
 JS0734
 JS0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0734.The vertical order pertains to the NGVD 29 superseded value.
 JS0734
 JS0734.The geoid height was determined by GEOID03.
 JS0734
 JS0734;                    North         East    Units  Estimated Accuracy
 JS0734;SPC CA 2     -   605,590.    2,074,000.      MT  (+/- 180 meters Scaled)
 JS0734
 JS0734                          SUPERSEDED SURVEY CONTROL
 JS0734
 JS0734  NGVD 29 (??/??/92)   93.821  (m)          307.81   (f) ADJ UNCH    1 2
 JS0734
 JS0734.Superseded values are not recommended for survey control.
 JS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0734.See file dsdata.txt to determine how the superseded data were derived.
 JS0734
 JS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH610756(NAD 83)
 JS0734_MARKER: DB = BENCH MARK DISK
 JS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0734_STAMPING: 308
 JS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0734+STABILITY: SURFACE MOTION
 JS0734
 JS0734  HISTORY     - Date     Condition        Report By
 JS0734  HISTORY     - UNK      MONUMENTED       CGS
 JS0734  HISTORY     - 1949     GOOD             NGS
 JS0734
 JS0734                          STATION DESCRIPTION
 JS0734
 JS0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0734'3.2 MI W FROM WHITE ROCK.
 JS0734'3.2 MILES WEST ALONG WHITE ROCK ROAD FROM WHITE ROCK SIDING,
 JS0734'AT THE JUNCTION OF THE PRAIRIE ROAD, 46 FEET EAST OF THE SOUTHEAST
 JS0734'END OF A 12-INCH CONCRETE PIPE CULVERT, 34 FEET SOUTHEAST OF THE
 JS0734'CENTER LINE OF WHITE ROCK ROAD, 24 FEET EAST OF A SIGN READING
 JS0734'PLACERVILLE 24 FOLSOM 5, 23 FEET EAST OF THE PROLONGATION OF THE
 JS0734'CENTER LINE OF THE PRAIRIE ROAD, 1.0 FOOT WEST OF A WITNESS
 JS0734'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 JS0734'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI8048 ***********************************************************************
 AI8048  DESIGNATION -  308
 AI8048  PID         -  AI8048
 AI8048  STATE/COUNTY-  CA/SANTA CLARA
 AI8048  USGS QUAD   -  SAN JOSE EAST (1980)
 AI8048
 AI8048                         *CURRENT SURVEY CONTROL
 AI8048  ___________________________________________________________________
 AI8048* NAD 83(1986)-  37 17 55.     (N)    121 49 29.     (W)     SCALED    
 AI8048* NAVD 88     -        47.191  (meters)     154.83   (feet)  ADJUSTED  
 AI8048  ___________________________________________________________________
 AI8048  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 AI8048  DYNAMIC HT  -          47.156 (meters)     154.71  (feet)  COMP
 AI8048  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 AI8048
 AI8048  VERT ORDER  -  FIRST     CLASS II
 AI8048
 AI8048.The horizontal coordinates were scaled from a topographic map and have
 AI8048.an estimated accuracy of +/- 6 seconds.
 AI8048
 AI8048.The orthometric height was determined by differential leveling
 AI8048.and adjusted in July 2002.
 AI8048
 AI8048.The geoid height was determined by GEOID03.
 AI8048
 AI8048.The dynamic height is computed by dividing the NAVD 88
 AI8048.geopotential number by the normal gravity value computed on the
 AI8048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8048.degrees latitude (g = 980.6199 gals.).
 AI8048
 AI8048.The modeled gravity was interpolated from observed gravity values.
 AI8048
 AI8048;                    North         East    Units  Estimated Accuracy
 AI8048;SPC CA 3     -   589,460.    1,882,560.      MT  (+/- 180 meters Scaled)
 AI8048
 AI8048                          SUPERSEDED SURVEY CONTROL
 AI8048
 AI8048.No superseded survey control is available for this station.
 AI8048
 AI8048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG041286(NAD 83)
 AI8048_MARKER: DD = SURVEY DISK
 AI8048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8048_SP_SET: BRIDGE ABUTMENT
 AI8048_STAMPING: BM-308 XXX SCVWD
 AI8048_MARK LOGO: NONE  
 AI8048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8048+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 AI8048
 AI8048  HISTORY     - Date     Condition        Report By
 AI8048  HISTORY     - UNK      MONUMENTED       SCVWD
 AI8048  HISTORY     - 20000807 GOOD             NGS
 AI8048  HISTORY     - 20061228 GOOD             GEOCAC
 AI8048
 AI8048                          STATION DESCRIPTION
 AI8048
 AI8048'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI8048'2.6 KM (1.60 MI) NORTHEASTERLY ALONG CAPITOL EXPRESSWAY FROM THE
 AI8048'JUNCTION OF STATE HIGHWAY 82 (MONTEREY ROAD) IN SAN JOSE, NEAR THE
 AI8048'NORTH CORNER OF THE NORTHEAST CONCRETE ABUTMENT OF THE EXPRESSWAY
 AI8048'BRIDGE SPANNING COYOTE CREEK, 11.2 M (36.7 FT) NORTHWEST OF THE CENTER
 AI8048'OF THE SOUTH-WESTBOUND LANES OF THE EXPRESSWAY, 1.4 M (4.6 FT)
 AI8048'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST BRIDGE RAILING, AND
 AI8048'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE EXPRESSWAY.  NOTE--THE MONUMENT
 AI8048'IS ON THE EXPRESSWAY RIGHT-OF-WAY. SCVWD=SANTA CLARA VALLEY WATER
 AI8048'DISTRICT.
 AI8048
 AI8048                          STATION RECOVERY (2006)
 AI8048
 AI8048'RECOVERY NOTE BY GEOCACHING 2006 (LCS)
 AI8048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0263 ***********************************************************************
 LU0263  DESIGNATION -  308 B USGS
 LU0263  PID         -  LU0263
 LU0263  STATE/COUNTY-  CA/TEHAMA
 LU0263  USGS QUAD   -  GERBER (1976)
 LU0263
 LU0263                         *CURRENT SURVEY CONTROL
 LU0263  ___________________________________________________________________
 LU0263* NAD 83(1986)-  40 00 03.     (N)    122 13 33.     (W)     SCALED    
 LU0263* NAVD 88     -        94.94   (+/-2cm)     311.5    (feet)  VERTCON   
 LU0263  ___________________________________________________________________
 LU0263  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 LU0263  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0263
 LU0263.The horizontal coordinates were scaled from a topographic map and have
 LU0263.an estimated accuracy of +/- 6 seconds.
 LU0263
 LU0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0263.The vertical order pertains to the NGVD 29 superseded value.
 LU0263
 LU0263.The geoid height was determined by GEOID03.
 LU0263
 LU0263;                    North         East    Units  Estimated Accuracy
 LU0263;SPC CA 1     -   574,140.    1,980,720.      MT  (+/- 180 meters Scaled)
 LU0263
 LU0263                          SUPERSEDED SURVEY CONTROL
 LU0263
 LU0263  NGVD 29 (??/??/92)   94.187  (m)          309.01   (f) ADJ UNCH    1 2
 LU0263
 LU0263.Superseded values are not recommended for survey control.
 LU0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0263.See file dsdata.txt to determine how the superseded data were derived.
 LU0263
 LU0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK660281(NAD 83)
 LU0263_MARKER: P = PIPE CAP
 LU0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0263_STAMPING: 308 B 1904
 LU0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0263
 LU0263  HISTORY     - Date     Condition        Report By
 LU0263  HISTORY     - 1904     MONUMENTED       USGS
 LU0263  HISTORY     - 1947     GOOD             NGS
 LU0263
 LU0263                          STATION DESCRIPTION
 LU0263
 LU0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LU0263'6.9 MI NW FROM CORNING.
 LU0263'1.6 MILES WEST ALONG THE HENLEYVILLE ROAD FROM THE POST OFFICE
 LU0263'AT CORNING, THENCE 5.3 MILES NORTH ALONG AN ASPHALT ROAD LEADING
 LU0263'TO RED BLUFF, AT A ROAD CROSSING, 30.4 FEET WEST OF THE CENTER
 LU0263'LINE OF THE NORTH-SOUTH ROAD, 26.3 FEET NORTH OF THE CENTER
 LU0263'LINE OF THE EAST-WEST ROAD, 4.2 FEET SOUTHEAST OF A CORNER FENCE
 LU0263'POST, 2.5 FEET NORTHWEST OF A POWER POLE, A CAP RIVETED ON THE TOP
 LU0263'OF A 3 1/2 INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND
 LU0263'AND THE ROAD LEVEL.  WITNESS POST SET 1.4 FEET NORTH OF THE
 LU0263'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0217 ***********************************************************************
 KT0217  DESIGNATION -  308 USRS
 KT0217  PID         -  KT0217
 KT0217  STATE/COUNTY-  CA/GLENN
 KT0217  USGS QUAD   -  BLACK BUTTE DAM (1973)
 KT0217
 KT0217                         *CURRENT SURVEY CONTROL
 KT0217  ___________________________________________________________________
 KT0217* NAD 83(1986)-  39 46 11.     (N)    122 15 21.     (W)     SCALED    
 KT0217* NAVD 88     -        94.37   (+/-2cm)     309.6    (feet)  VERTCON   
 KT0217  ___________________________________________________________________
 KT0217  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 KT0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0217
 KT0217.The horizontal coordinates were scaled from a topographic map and have
 KT0217.an estimated accuracy of +/- 6 seconds.
 KT0217
 KT0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0217.The vertical order pertains to the NGVD 29 superseded value.
 KT0217
 KT0217.The geoid height was determined by GEOID03.
 KT0217
 KT0217;                    North         East    Units  Estimated Accuracy
 KT0217;SPC CA 2     -   733,490.    1,978,080.      MT  (+/- 180 meters Scaled)
 KT0217
 KT0217                          SUPERSEDED SURVEY CONTROL
 KT0217
 KT0217  NGVD 29 (??/??/92)   93.610  (m)          307.12   (f) ADJ UNCH    2 0
 KT0217
 KT0217.Superseded values are not recommended for survey control.
 KT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0217.See file dsdata.txt to determine how the superseded data were derived.
 KT0217
 KT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK637024(NAD 83)
 KT0217_MARKER: DD = SURVEY DISK
 KT0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0217_SP_SET: BRIDGE
 KT0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0217
 KT0217  HISTORY     - Date     Condition        Report By
 KT0217  HISTORY     - UNK      MONUMENTED       BOR
 KT0217  HISTORY     - 1949     GOOD             NGS
 KT0217  HISTORY     - 1966     MARK NOT FOUND   USGS
 KT0217
 KT0217                          STATION DESCRIPTION
 KT0217
 KT0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0217'3.8 MI NW FROM ORLAND.
 KT0217'3.8 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN
 KT0217'PACIFIC CO. RAILROAD STATION AT ORLAND, AT A CONCRETE BRIDGE OVER
 KT0217'THE SOUTH CANAL, IN THE APPROXIMATE CENTER OF THE NORTHWEST HEAD
 KT0217'WALL, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 KT0217'1 FOOT BELOW THE TOP OF THE HEAD WALL.  NOTE-- THIS MARK WAS
 KT0217'FORMERLY IN THE TOP OF THE HEAD WALL.  ABOUT A FOOT OF CONCRETE
 KT0217'HAS BEEN ADDED TO THE TOP.  ACESS TO THIS MARK IS HAD THROUGH A
 KT0217'4-INCH HOLE IN THE CONCRETE.  THE STAMPING ON THIS MARK IS NOT
 KT0217'LEGIBLE.
 KT0217
 KT0217                          STATION RECOVERY (1966)
 KT0217
 KT0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KT0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3109 ***********************************************************************
 EW3109  DESIGNATION -  308.1 A DWR
 EW3109  PID         -  EW3109
 EW3109  STATE/COUNTY-  CA/LOS ANGELES
 EW3109  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3109
 EW3109                         *CURRENT SURVEY CONTROL
 EW3109  ___________________________________________________________________
 EW3109* NAD 83(1986)-  34 48 08.     (N)    118 38 47.     (W)     SCALED    
 EW3109* NAVD 88     -       905.48   (+/-2cm)    2970.7    (feet)  VERTCON   
 EW3109  ___________________________________________________________________
 EW3109  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW3109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3109
 EW3109.The horizontal coordinates were scaled from a topographic map and have
 EW3109.an estimated accuracy of +/- 6 seconds.
 EW3109
 EW3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3109.The vertical order pertains to the NGVD 29 superseded value.
 EW3109
 EW3109.The geoid height was determined by GEOID03.
 EW3109
 EW3109;                    North         East    Units  Estimated Accuracy
 EW3109;SPC CA 5     -   644,640.    1,940,860.      MT  (+/- 180 meters Scaled)
 EW3109
 EW3109                          SUPERSEDED SURVEY CONTROL
 EW3109
 EW3109  NGVD 29 (??/??/92)  904.592  (m)         2967.82   (f) ADJ UNCH    2 0
 EW3109
 EW3109.Superseded values are not recommended for survey control.
 EW3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3109.See file dsdata.txt to determine how the superseded data were derived.
 EW3109
 EW3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU493523(NAD 83)
 EW3109_MARKER: DD = SURVEY DISK
 EW3109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3109_SP_SET: SIPHON HEADWALL
 EW3109_STAMPING: 308.1 A 1971
 EW3109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3109
 EW3109  HISTORY     - Date     Condition        Report By
 EW3109  HISTORY     - 1971     MONUMENTED       CADWR
 EW3109  HISTORY     - 1971     GOOD             NGS
 EW3109
 EW3109                          STATION DESCRIPTION
 EW3109
 EW3109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3109'4.8 MI SE FROM PORTER TUNNEL.
 EW3109'4.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3109'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3109'END OF THE HEAD WALL OF THE NORTHWEST PORTAL OF SIPHON 308.12,
 EW3109'0.4 FOOT NORTHEAST OF A FENCE CORNER POST, AND ABOUT LEVEL WITH
 EW3109'THE LEVEE ROAD.  SECTION 11, T 8 N, R 17 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3132 ***********************************************************************
 EW3132  DESIGNATION -  308.1 B DWR
 EW3132  PID         -  EW3132
 EW3132  STATE/COUNTY-  CA/LOS ANGELES
 EW3132  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3132
 EW3132                         *CURRENT SURVEY CONTROL
 EW3132  ___________________________________________________________________
 EW3132* NAD 83(1986)-  34 48 11.     (N)    118 38 49.     (W)     SCALED    
 EW3132* NAVD 88     -       903.39   (+/-2cm)    2963.9    (feet)  VERTCON   
 EW3132  ___________________________________________________________________
 EW3132  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW3132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3132
 EW3132.The horizontal coordinates were scaled from a topographic map and have
 EW3132.an estimated accuracy of +/- 6 seconds.
 EW3132
 EW3132.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3132.The vertical order pertains to the NGVD 29 superseded value.
 EW3132
 EW3132.The geoid height was determined by GEOID03.
 EW3132
 EW3132;                    North         East    Units  Estimated Accuracy
 EW3132;SPC CA 5     -   644,730.    1,940,810.      MT  (+/- 180 meters Scaled)
 EW3132
 EW3132                          SUPERSEDED SURVEY CONTROL
 EW3132
 EW3132  NGVD 29 (??/??/92)  902.504  (m)         2960.97   (f) ADJ UNCH    2 0
 EW3132
 EW3132.Superseded values are not recommended for survey control.
 EW3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3132.See file dsdata.txt to determine how the superseded data were derived.
 EW3132
 EW3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU493524(NAD 83)
 EW3132_MARKER: DD = SURVEY DISK
 EW3132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3132_SP_SET: AQUEDUCT
 EW3132_STAMPING: MILE 308.1 B
 EW3132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3132
 EW3132  HISTORY     - Date     Condition        Report By
 EW3132  HISTORY     - UNK      MONUMENTED       CADWR
 EW3132  HISTORY     - 1971     GOOD             NGS
 EW3132
 EW3132                          STATION DESCRIPTION
 EW3132
 EW3132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3132'4.8 MI SE FROM PORTER TUNNEL.
 EW3132'4.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3132'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3132'LINING OF THE AQUEDUCT, ABOUT 120 FEET NORTHWEST OF BENCH MARK
 EW3132'308.1 A (DWR), 28 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EW3132'NORTHEAST LEVEE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3107 ***********************************************************************
 EW3107  DESIGNATION -  308.2 A DWR
 EW3107  PID         -  EW3107
 EW3107  STATE/COUNTY-  CA/LOS ANGELES
 EW3107  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3107
 EW3107                         *CURRENT SURVEY CONTROL
 EW3107  ___________________________________________________________________
 EW3107* NAD 83(1986)-  34 48 07.     (N)    118 38 45.     (W)     SCALED    
 EW3107* NAVD 88     -       905.47   (+/-2cm)    2970.7    (feet)  VERTCON   
 EW3107  ___________________________________________________________________
 EW3107  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW3107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3107
 EW3107.The horizontal coordinates were scaled from a topographic map and have
 EW3107.an estimated accuracy of +/- 6 seconds.
 EW3107
 EW3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3107.The vertical order pertains to the NGVD 29 superseded value.
 EW3107
 EW3107.The geoid height was determined by GEOID03.
 EW3107
 EW3107;                    North         East    Units  Estimated Accuracy
 EW3107;SPC CA 5     -   644,610.    1,940,910.      MT  (+/- 180 meters Scaled)
 EW3107
 EW3107                          SUPERSEDED SURVEY CONTROL
 EW3107
 EW3107  NGVD 29 (??/??/92)  904.584  (m)         2967.79   (f) ADJ UNCH    2 0
 EW3107
 EW3107.Superseded values are not recommended for survey control.
 EW3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3107.See file dsdata.txt to determine how the superseded data were derived.
 EW3107
 EW3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU494523(NAD 83)
 EW3107_MARKER: DD = SURVEY DISK
 EW3107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3107_SP_SET: SIPHON HEADWALL
 EW3107_STAMPING: 308.2 A 1971
 EW3107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3107
 EW3107  HISTORY     - Date     Condition        Report By
 EW3107  HISTORY     - 1971     MONUMENTED       CADWR
 EW3107  HISTORY     - 1971     GOOD             NGS
 EW3107
 EW3107                          STATION DESCRIPTION
 EW3107
 EW3107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3107'4.8 MI SE FROM PORTER TUNNEL.
 EW3107'4.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3107'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3107'END OF A HEAD WALL OF THE SOUTHEAST PORTAL OF SIPHON 208.12, 0.4
 EW3107'FOOT NORTHEAST OF A FENCE CORNER POST, AND ABOUT LEVEL WITH THE
 EW3107'NORTHEAST LEVEE ROAD.  SECTION 11, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3106 ***********************************************************************
 EW3106  DESIGNATION -  308.2 B DWR
 EW3106  PID         -  EW3106
 EW3106  STATE/COUNTY-  CA/LOS ANGELES
 EW3106  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3106
 EW3106                         *CURRENT SURVEY CONTROL
 EW3106  ___________________________________________________________________
 EW3106* NAD 83(1986)-  34 48 05.     (N)    118 38 43.     (W)     SCALED    
 EW3106* NAVD 88     -       903.31   (+/-2cm)    2963.6    (feet)  VERTCON   
 EW3106  ___________________________________________________________________
 EW3106  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW3106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3106
 EW3106.The horizontal coordinates were scaled from a topographic map and have
 EW3106.an estimated accuracy of +/- 6 seconds.
 EW3106
 EW3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3106.The vertical order pertains to the NGVD 29 superseded value.
 EW3106
 EW3106.The geoid height was determined by GEOID03.
 EW3106
 EW3106;                    North         East    Units  Estimated Accuracy
 EW3106;SPC CA 5     -   644,550.    1,940,960.      MT  (+/- 180 meters Scaled)
 EW3106
 EW3106                          SUPERSEDED SURVEY CONTROL
 EW3106
 EW3106  NGVD 29 (??/??/92)  902.423  (m)         2960.70   (f) ADJ UNCH    2 0
 EW3106
 EW3106.Superseded values are not recommended for survey control.
 EW3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3106.See file dsdata.txt to determine how the superseded data were derived.
 EW3106
 EW3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU494522(NAD 83)
 EW3106_MARKER: DD = SURVEY DISK
 EW3106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3106_SP_SET: AQUEDUCT
 EW3106_STAMPING: MILE 308.2 B
 EW3106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3106
 EW3106  HISTORY     - Date     Condition        Report By
 EW3106  HISTORY     - UNK      MONUMENTED       CADWR
 EW3106  HISTORY     - 1971     GOOD             NGS
 EW3106
 EW3106                          STATION DESCRIPTION
 EW3106
 EW3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3106'4.8 MI SE FROM PORTER TUNNEL.
 EW3106'4.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3106'SOUTH PORTAL OF THE PORTER TUNNEL, NEAR AN OUTLET FOR SIPHON
 EW3106'308.12, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW3106'AQUEDUCT, 33.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A FENCE,
 EW3106'ABOUT 70 FEET SOUTHEAST OF BENCH MARK 308.2 A (DWR), AND ABOUT
 EW3106'8 FEET LOWER THAN THE LEVEE ROAD.  SECTION 11, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3115 ***********************************************************************
 EW3115  DESIGNATION -  308.4 C DWR
 EW3115  PID         -  EW3115
 EW3115  STATE/COUNTY-  CA/LOS ANGELES
 EW3115  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3115
 EW3115                         *CURRENT SURVEY CONTROL
 EW3115  ___________________________________________________________________
 EW3115* NAD 83(1986)-  34 48 39.     (N)    118 40 26.     (W)     SCALED    
 EW3115* NAVD 88     -       914.13   (+/-2cm)    2999.1    (feet)  VERTCON   
 EW3115  ___________________________________________________________________
 EW3115  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW3115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3115
 EW3115.The horizontal coordinates were scaled from a topographic map and have
 EW3115.an estimated accuracy of +/- 6 seconds.
 EW3115
 EW3115.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3115.The vertical order pertains to the NGVD 29 superseded value.
 EW3115
 EW3115.The geoid height was determined by GEOID03.
 EW3115
 EW3115;                    North         East    Units  Estimated Accuracy
 EW3115;SPC CA 5     -   645,610.    1,938,350.      MT  (+/- 180 meters Scaled)
 EW3115
 EW3115                          SUPERSEDED SURVEY CONTROL
 EW3115
 EW3115  NGVD 29 (??/??/92)  913.241  (m)         2996.19   (f) ADJ UNCH    2 0
 EW3115
 EW3115.Superseded values are not recommended for survey control.
 EW3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3115.See file dsdata.txt to determine how the superseded data were derived.
 EW3115
 EW3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU468533(NAD 83)
 EW3115_MARKER: DD = SURVEY DISK
 EW3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3115_STAMPING: 308.4 C 1968
 EW3115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3115+STABILITY: SURFACE MOTION
 EW3115
 EW3115  HISTORY     - Date     Condition        Report By
 EW3115  HISTORY     - 1968     MONUMENTED       CADWR
 EW3115  HISTORY     - 1971     GOOD             NGS
 EW3115
 EW3115                          STATION DESCRIPTION
 EW3115
 EW3115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3115'3.1 MI SE FROM PORTER TUNNEL.
 EW3115'2.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3115'PORTAL OF THE PORTER TUNNEL, THENCE 0.85 MILE SOUTHEAST ALONG THE
 EW3115'FIRST BERM NORTHEAST OF THE NORTHEAST LEVEE, 0.05 MILE NORTHWEST
 EW3115'OF AQUEDUCT MILEAGE 306.50, 5.1 FEET NORTHEAST OF THE NORTHEAST
 EW3115'EDGE OF A CONCRETE LINED DRAIN DITCH, 5 FEET NORTHWEST OF THE
 EW3115'EXTENDED CENTER OF A 10-INCH DRAIN DITCH, 1.9 FEET NORTHWEST OF
 EW3115'A WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE DITCH, AND SET
 EW3115'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EW3115'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6761 ***********************************************************************
 EW6761  DESIGNATION -  308.7 C DWR
 EW6761  PID         -  EW6761
 EW6761  STATE/COUNTY-  CA/LOS ANGELES
 EW6761  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW6761
 EW6761                         *CURRENT SURVEY CONTROL
 EW6761  ___________________________________________________________________
 EW6761* NAD 83(1986)-  34 48 36.     (N)    118 40 08.     (W)     SCALED    
 EW6761* NAVD 88     -       911.37   (+/-2cm)    2990.1    (feet)  VERTCON   
 EW6761  ___________________________________________________________________
 EW6761  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW6761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6761
 EW6761.The horizontal coordinates were scaled from a topographic map and have
 EW6761.an estimated accuracy of +/- 6 seconds.
 EW6761
 EW6761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6761.The vertical order pertains to the NGVD 29 superseded value.
 EW6761
 EW6761.The geoid height was determined by GEOID03.
 EW6761
 EW6761;                    North         East    Units  Estimated Accuracy
 EW6761;SPC CA 5     -   645,520.    1,938,800.      MT  (+/- 180 meters Scaled)
 EW6761
 EW6761                          SUPERSEDED SURVEY CONTROL
 EW6761
 EW6761  NGVD 29 (??/??/92)  910.487  (m)         2987.16   (f) ADJ UNCH    2 0
 EW6761
 EW6761.Superseded values are not recommended for survey control.
 EW6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6761.See file dsdata.txt to determine how the superseded data were derived.
 EW6761
 EW6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU473532(NAD 83)
 EW6761_MARKER: DD = SURVEY DISK
 EW6761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6761_STAMPING: 308.7 C 1968
 EW6761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6761+STABILITY: SURFACE MOTION
 EW6761
 EW6761  HISTORY     - Date     Condition        Report By
 EW6761  HISTORY     - 1968     MONUMENTED       CADWR
 EW6761  HISTORY     - 1971     GOOD             NGS
 EW6761
 EW6761                          STATION DESCRIPTION
 EW6761
 EW6761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6761'3.4 MI SE FROM PORTER TUNNEL.
 EW6761'2.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW6761'PORTAL OF THE PORTER TUNNEL, THENCE 1.15 MILES SOUTHEAST ALONG
 EW6761'THE FIRST BERM NORTHEAST OF THE NORTHEAST LEVEE ROAD, 5.2 FEET
 EW6761'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE LINED DRAIN DITCH,
 EW6761'10 FEET NORTHWEST OF THE EXTENDED CENTER OF A 10-INCH DRAIN
 EW6761'PIPE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW6761'TOP OF THE DITCH, AND SET IN THE TOP OF A CONCRETE POST
 EW6761'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1533 ***********************************************************************
 LU1533  DESIGNATION -  3080 USGS
 LU1533  PID         -  LU1533
 LU1533  STATE/COUNTY-  CA/HUMBOLDT
 LU1533  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1533
 LU1533                         *CURRENT SURVEY CONTROL
 LU1533  ___________________________________________________________________
 LU1533* NAD 83(1986)-  40 53 15.     (N)    123 51 57.     (W)     SCALED    
 LU1533* NAVD 88     -       939.87   (+/-2cm)    3083.6    (feet)  VERTCON   
 LU1533  ___________________________________________________________________
 LU1533  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LU1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1533
 LU1533.The horizontal coordinates were scaled from a topographic map and have
 LU1533.an estimated accuracy of +/- 6 seconds.
 LU1533
 LU1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1533.The vertical order pertains to the NGVD 29 superseded value.
 LU1533
 LU1533.The geoid height was determined by GEOID03.
 LU1533
 LU1533;                    North         East    Units  Estimated Accuracy
 LU1533;SPC CA 1     -   674,240.    1,842,780.      MT  (+/- 180 meters Scaled)
 LU1533
 LU1533                          SUPERSEDED SURVEY CONTROL
 LU1533
 LU1533  NGVD 29 (??/??/92)  938.842  (m)         3080.18   (f) ADJ UNCH    2 0
 LU1533
 LU1533.Superseded values are not recommended for survey control.
 LU1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1533.See file dsdata.txt to determine how the superseded data were derived.
 LU1533
 LU1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL270266(NAD 83)
 LU1533_MARKER: DB = BENCH MARK DISK
 LU1533_SETTING: 80 = SET IN A BOULDER
 LU1533_STAMPING: 3080 06
 LU1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1533+STABILITY: SURFACE MOTION
 LU1533
 LU1533  HISTORY     - Date     Condition        Report By
 LU1533  HISTORY     - UNK      MONUMENTED       USGS
 LU1533  HISTORY     - 1942     GOOD             NGS
 LU1533
 LU1533                          STATION DESCRIPTION
 LU1533
 LU1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LU1533'13.6 MI SE FROM KORBEL.
 LU1533'ABOUT 10 MILES EAST ALONG U.S. HIGHWAY 299 FROM KORBEL,
 LU1533'HUMBOLDT COUNTY, THENCE 3.6 MILES SOUTH ALONG THE BALD
 LU1533'MOUNTAIN ROAD, 0.4 MILE NORTH OF SOME OLD LOGGING-CAMP
 LU1533'BUILDINGS IN 1942, 168 FEET SOUTH OF THE JUNCTION OF A ROAD
 LU1533'LEADING EAST INTO AN OPEN FIELD, 21 FEET SOUTH OF A LONE
 LU1533'DOUGLAS FIR TREE, 12 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LU1533'IN THE TOP OF A BOULDER, AND ABOUT 3-1/2 FEET ABOVE THE LEVEL
 LU1533'OF THE ROAD, A STANDARD DIS, (USGS), STAMPED 3080 06.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0242 ***********************************************************************
 LU0242  DESIGNATION -  309 B
 LU0242  PID         -  LU0242
 LU0242  STATE/COUNTY-  CA/TEHAMA
 LU0242  USGS QUAD   -  RED BLUFF EAST (1976)
 LU0242
 LU0242                         *CURRENT SURVEY CONTROL
 LU0242  ___________________________________________________________________
 LU0242* NAD 83(1986)-  40 10 49.     (N)    122 14 30.     (W)     SCALED    
 LU0242* NAVD 88     -        95.254  (meters)     312.51   (feet)  ADJUSTED  
 LU0242  ___________________________________________________________________
 LU0242  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 LU0242  DYNAMIC HT  -          95.203 (meters)     312.35  (feet)  COMP
 LU0242  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 LU0242
 LU0242  VERT ORDER  -  FIRST     CLASS II
 LU0242
 LU0242.The horizontal coordinates were scaled from a topographic map and have
 LU0242.an estimated accuracy of +/- 6 seconds.
 LU0242
 LU0242.The orthometric height was determined by differential leveling
 LU0242.and adjusted in June 1991.
 LU0242
 LU0242.The geoid height was determined by GEOID03.
 LU0242
 LU0242.The dynamic height is computed by dividing the NAVD 88
 LU0242.geopotential number by the normal gravity value computed on the
 LU0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0242.degrees latitude (g = 980.6199 gals.).
 LU0242
 LU0242.The modeled gravity was interpolated from observed gravity values.
 LU0242
 LU0242;                    North         East    Units  Estimated Accuracy
 LU0242;SPC CA 1     -   594,070.    1,979,420.      MT  (+/- 180 meters Scaled)
 LU0242
 LU0242                          SUPERSEDED SURVEY CONTROL
 LU0242
 LU0242  NGVD 29 (??/??/92)   94.509  (m)          310.07   (f) ADJ UNCH    1 2
 LU0242
 LU0242.Superseded values are not recommended for survey control.
 LU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0242.See file dsdata.txt to determine how the superseded data were derived.
 LU0242
 LU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK645480(NAD 83)
 LU0242_MARKER: P = PIPE CAP
 LU0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0242_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LU0242_STAMPING: 309.747 309 B 1902
 LU0242_MARK LOGO: USGS  
 LU0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0242+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1988
 LU0242
 LU0242  HISTORY     - Date     Condition        Report By
 LU0242  HISTORY     - 1902     MONUMENTED       USGS
 LU0242  HISTORY     - 1947     GOOD             NGS
 LU0242  HISTORY     - 19880705 GOOD             NGS
 LU0242
 LU0242                          STATION DESCRIPTION
 LU0242
 LU0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LU0242'AT RED BLUFF.
 LU0242'AT RED BLUFF, 0.2 MILE NORTH ALONG THE SOUTHERN PACIFIC CO.
 LU0242'RAILROAD FROM THE STATION, AT THE CRITTENDEN STREET CROSSING,
 LU0242'72.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 LU0242'57.0 FEET SOUTHWEST OF THE CENTER LINE OF MADISON STREET, 25.5
 LU0242'FEET NORTHWEST OF THE CENTER LINE OF CRITTENDEN STREET, 2.0 FEET
 LU0242'SOUTH OF A TELEGRAPH POLE, ABOUT 2 FEET HIGHER THAN THE TRACKS,
 LU0242'1.8 FEET EAST OF A WITNESS POST, AND WELDED ON TOP OF A 3 1/2-INCH
 LU0242'IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LU0242
 LU0242                          STATION RECOVERY (1988)
 LU0242
 LU0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0242'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.7 KM
 LU0242'(0.45 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LU0242'JUNCTION OF OAK STREET IN RED BLUFF.  DELETE--1.8 FEET EAST OF A
 LU0242'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0351 ***********************************************************************
 HS0351  DESIGNATION -  309+30 USE
 HS0351  PID         -  HS0351
 HS0351  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0351  USGS QUAD   -  HOLT (1994)
 HS0351
 HS0351                         *CURRENT SURVEY CONTROL
 HS0351  ___________________________________________________________________
 HS0351* NAD 83(1986)-  37 59 01.     (N)    121 23 13.     (W)     SCALED    
 HS0351* NAVD 88     -         2.11   (+/-2cm)       6.9    (feet)  VERTCON   
 HS0351  ___________________________________________________________________
 HS0351  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS0351  VERT ORDER  -  THIRD (See Below)
 HS0351
 HS0351.The horizontal coordinates were scaled from a topographic map and have
 HS0351.an estimated accuracy of +/- 6 seconds.
 HS0351
 HS0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0351.The vertical order pertains to the NGVD 29 superseded value.
 HS0351
 HS0351.The geoid height was determined by GEOID03.
 HS0351
 HS0351;                    North         East    Units  Estimated Accuracy
 HS0351;SPC CA 3     -   665,020.    1,922,090.      MT  (+/- 180 meters Scaled)
 HS0351
 HS0351                          SUPERSEDED SURVEY CONTROL
 HS0351
 HS0351  NGVD 29 (??/??/??)    1.48   (m)            4.9    (f) RESET       3  
 HS0351
 HS0351.Superseded values are not recommended for survey control.
 HS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0351.See file dsdata.txt to determine how the superseded data were derived.
 HS0351
 HS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH416052(NAD 83)
 HS0351_MARKER: DD = SURVEY DISK
 HS0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0351_STAMPING: 309+30 BACK 309+29.02 AHEAD 9.20 POT
 HS0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0351+STABILITY: SURFACE MOTION
 HS0351
 HS0351  HISTORY     - Date     Condition        Report By
 HS0351  HISTORY     - UNK      MONUMENTED       DOD
 HS0351  HISTORY     - 1951     GOOD             NGS
 HS0351  HISTORY     - 1967     GOOD             NGS
 HS0351
 HS0351                          STATION DESCRIPTION
 HS0351
 HS0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0351'AT ELMWOOD TRACT.
 HS0351'ON THE SOUTHWEST SIDE OF ELMWOOD TRACT, ON THE NORTHEAST SIDE OF
 HS0351'STOCKTON DEEPWATER CHANNEL, 0.8 MILES SOUTHEAST ALONG A PAVED
 HS0351'ROAD ON A LEVEE FROM WRIGHT TRACT HEADQUARTERS, 16 FEET NORTHEAST
 HS0351'OF THE EAST LEG OF A WOODEN TOWER SUPPORTING CHANNEL LIGHT 37,
 HS0351'34 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, 24 FEET
 HS0351'SOUTH OF A 10-INCH ENGLISH WALNUT TREE, 1.8 FEET NORTHEAST OF A
 HS0351'WITNESS POST, ABOUT 8 FEET LOWER THAN THE TOP OF THE LEVEE, AND
 HS0351'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HS0351
 HS0351                          STATION RECOVERY (1967)
 HS0351
 HS0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3102 ***********************************************************************
 EW3102  DESIGNATION -  309.0 A DWR
 EW3102  PID         -  EW3102
 EW3102  STATE/COUNTY-  CA/LOS ANGELES
 EW3102  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3102
 EW3102                         *CURRENT SURVEY CONTROL
 EW3102  ___________________________________________________________________
 EW3102* NAD 83(1986)-  34 47 45.     (N)    118 38 03.     (W)     SCALED    
 EW3102* NAVD 88     -       905.99   (+/-2cm)    2972.4    (feet)  VERTCON   
 EW3102  ___________________________________________________________________
 EW3102  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW3102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3102
 EW3102.The horizontal coordinates were scaled from a topographic map and have
 EW3102.an estimated accuracy of +/- 6 seconds.
 EW3102
 EW3102.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3102.The vertical order pertains to the NGVD 29 superseded value.
 EW3102
 EW3102.The geoid height was determined by GEOID03.
 EW3102
 EW3102;                    North         East    Units  Estimated Accuracy
 EW3102;SPC CA 5     -   643,920.    1,941,970.      MT  (+/- 180 meters Scaled)
 EW3102
 EW3102                          SUPERSEDED SURVEY CONTROL
 EW3102
 EW3102  NGVD 29 (??/??/92)  905.103  (m)         2969.49   (f) ADJ UNCH    2 0
 EW3102
 EW3102.Superseded values are not recommended for survey control.
 EW3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3102.See file dsdata.txt to determine how the superseded data were derived.
 EW3102
 EW3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU505516(NAD 83)
 EW3102_MARKER: DD = SURVEY DISK
 EW3102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3102_SP_SET: OVERCHUTE
 EW3102_STAMPING: 309.0 A 1971
 EW3102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3102
 EW3102  HISTORY     - Date     Condition        Report By
 EW3102  HISTORY     - 1971     MONUMENTED       CADWR
 EW3102  HISTORY     - 1971     GOOD             NGS
 EW3102
 EW3102                          STATION DESCRIPTION
 EW3102
 EW3102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3102'5.6 MI SE FROM PORTER TUNNEL.
 EW3102'5.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3102'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 8.0 FEET SOUTH
 EW3102'OF THE NORTH END OF THE WEST CONCRETE WALL OF OVERCHUTE 308.95,
 EW3102'1.8 FEET SOUTH OF THE SOUTH END OF A GUARDRAIL, AND ABOUT 1 FOOT
 EW3102'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 12, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3103 ***********************************************************************
 EW3103  DESIGNATION -  309.0 B DWR
 EW3103  PID         -  EW3103
 EW3103  STATE/COUNTY-  CA/LOS ANGELES
 EW3103  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3103
 EW3103                         *CURRENT SURVEY CONTROL
 EW3103  ___________________________________________________________________
 EW3103* NAD 83(1986)-  34 47 45.     (N)    118 38 03.     (W)     SCALED    
 EW3103* NAVD 88     -       903.24   (+/-2cm)    2963.4    (feet)  VERTCON   
 EW3103  ___________________________________________________________________
 EW3103  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW3103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3103
 EW3103.The horizontal coordinates were scaled from a topographic map and have
 EW3103.an estimated accuracy of +/- 6 seconds.
 EW3103
 EW3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3103.The vertical order pertains to the NGVD 29 superseded value.
 EW3103
 EW3103.The geoid height was determined by GEOID03.
 EW3103
 EW3103;                    North         East    Units  Estimated Accuracy
 EW3103;SPC CA 5     -   643,920.    1,941,970.      MT  (+/- 180 meters Scaled)
 EW3103
 EW3103                          SUPERSEDED SURVEY CONTROL
 EW3103
 EW3103  NGVD 29 (??/??/92)  902.353  (m)         2960.47   (f) ADJ UNCH    2 0
 EW3103
 EW3103.Superseded values are not recommended for survey control.
 EW3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3103.See file dsdata.txt to determine how the superseded data were derived.
 EW3103
 EW3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU505516(NAD 83)
 EW3103_MARKER: DD = SURVEY DISK
 EW3103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3103_SP_SET: AQUEDUCT
 EW3103_STAMPING: MILE 309.0 B
 EW3103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3103
 EW3103  HISTORY     - Date     Condition        Report By
 EW3103  HISTORY     - UNK      MONUMENTED       CADWR
 EW3103  HISTORY     - 1971     GOOD             NGS
 EW3103
 EW3103                          STATION DESCRIPTION
 EW3103
 EW3103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3103'5.6 MI SE FROM PORTER TUNNEL.
 EW3103'5.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3103'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3103'CONCRETE LINING OF THE AQUEDUCT, 88.5 FEET WEST OF THE WEST
 EW3103'WALL OF OVERCHUTE 308.95, 5 1/2 FEET EAST OF THE CENTER OF A
 EW3103'LADDER, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3113 ***********************************************************************
 EW3113  DESIGNATION -  309.1 C DWR
 EW3113  PID         -  EW3113
 EW3113  STATE/COUNTY-  CA/LOS ANGELES
 EW3113  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3113
 EW3113                         *CURRENT SURVEY CONTROL
 EW3113  ___________________________________________________________________
 EW3113* NAD 83(1986)-  34 48 29.     (N)    118 39 41.     (W)     SCALED    
 EW3113* NAVD 88     -       908.55   (+/-2cm)    2980.8    (feet)  VERTCON   
 EW3113  ___________________________________________________________________
 EW3113  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW3113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3113
 EW3113.The horizontal coordinates were scaled from a topographic map and have
 EW3113.an estimated accuracy of +/- 6 seconds.
 EW3113
 EW3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3113.The vertical order pertains to the NGVD 29 superseded value.
 EW3113
 EW3113.The geoid height was determined by GEOID03.
 EW3113
 EW3113;                    North         East    Units  Estimated Accuracy
 EW3113;SPC CA 5     -   645,300.    1,939,490.      MT  (+/- 180 meters Scaled)
 EW3113
 EW3113                          SUPERSEDED SURVEY CONTROL
 EW3113
 EW3113  NGVD 29 (??/??/92)  907.664  (m)         2977.89   (f) ADJ UNCH    2 0
 EW3113
 EW3113.Superseded values are not recommended for survey control.
 EW3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3113.See file dsdata.txt to determine how the superseded data were derived.
 EW3113
 EW3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU480530(NAD 83)
 EW3113_MARKER: DD = SURVEY DISK
 EW3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3113_STAMPING: 309.1 C 1968
 EW3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3113+STABILITY: SURFACE MOTION
 EW3113
 EW3113  HISTORY     - Date     Condition        Report By
 EW3113  HISTORY     - 1968     MONUMENTED       CADWR
 EW3113  HISTORY     - 1971     GOOD             NGS
 EW3113
 EW3113                          STATION DESCRIPTION
 EW3113
 EW3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3113'3.8 MI SE FROM PORTER TUNNEL.
 EW3113'2.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3113'SOUTH PORTAL OF THE PORTER TUNNEL, THENCE 1.6 MILES SOUTHEAST
 EW3113'ALONG THE FIRST BERM NORTHEAST OF THE NORTHEAST LEVEE ROAD, AT
 EW3113'THE CROSSING OF 300TH STREET WEST, 119 FEET WEST OF THE CENTER
 EW3113'LINE OF THE STREET, 197 FEET NORTHWEST OF THE NORTHWEST CORNER
 EW3113'OF CONCRETE BRIDGE 307.23, 112 FEET NORTHWEST OF THE NORTH END
 EW3113'OF A GATE ACROSS THE NORTHEAST LEVEE ACCESS ROAD, 84 1/2 FEET
 EW3113'WEST OF A FENCE, 44 1/2 FEET SOUTH OF A FENCE, 1.6 FEET EAST OF
 EW3113'A WITNESS POST, ABOUT 8 FEET LOWER THAN THE STREET, AND SET IN
 EW3113'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3055 ***********************************************************************
 EW3055  DESIGNATION -  309.5 A DWR
 EW3055  PID         -  EW3055
 EW3055  STATE/COUNTY-  CA/LOS ANGELES
 EW3055  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3055
 EW3055                         *CURRENT SURVEY CONTROL
 EW3055  ___________________________________________________________________
 EW3055* NAD 83(1986)-  34 47 42.     (N)    118 37 31.     (W)     SCALED    
 EW3055* NAVD 88     -       906.39   (+/-2cm)    2973.7    (feet)  VERTCON   
 EW3055  ___________________________________________________________________
 EW3055  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3055
 EW3055.The horizontal coordinates were scaled from a topographic map and have
 EW3055.an estimated accuracy of +/- 6 seconds.
 EW3055
 EW3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3055.The vertical order pertains to the NGVD 29 superseded value.
 EW3055
 EW3055.The geoid height was determined by GEOID03.
 EW3055
 EW3055;                    North         East    Units  Estimated Accuracy
 EW3055;SPC CA 5     -   643,830.    1,942,780.      MT  (+/- 180 meters Scaled)
 EW3055
 EW3055                          SUPERSEDED SURVEY CONTROL
 EW3055
 EW3055  NGVD 29 (??/??/92)  905.509  (m)         2970.82   (f) ADJ UNCH    2 0
 EW3055
 EW3055.Superseded values are not recommended for survey control.
 EW3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3055.See file dsdata.txt to determine how the superseded data were derived.
 EW3055
 EW3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU513515(NAD 83)
 EW3055_MARKER: DD = SURVEY DISK
 EW3055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3055_SP_SET: BRIDGE CURB
 EW3055_STAMPING: 309.5 A 1971
 EW3055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3055
 EW3055  HISTORY     - Date     Condition        Report By
 EW3055  HISTORY     - 1971     MONUMENTED       CADWR
 EW3055  HISTORY     - 1971     GOOD             NGS
 EW3055
 EW3055                          STATION DESCRIPTION
 EW3055
 EW3055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3055'6.2 MI SE FROM PORTER TUNNEL.
 EW3055'6.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3055'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 280TH
 EW3055'STREET WEST, IN THE TOP AND 2.9 FEET SOUTH OF THE NORTH END OF
 EW3055'THE WEST CONCRETE CURB OF BRIDGE 309.52, 13 FEET WEST OF THE
 EW3055'CENTER LINE OF THE STREET, AND ABOUT 1 FOOT HIGHER THAN THE
 EW3055'STREET.  SECTION 12, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3057 ***********************************************************************
 EW3057  DESIGNATION -  309.5 B DWR
 EW3057  PID         -  EW3057
 EW3057  STATE/COUNTY-  CA/LOS ANGELES
 EW3057  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3057
 EW3057                         *CURRENT SURVEY CONTROL
 EW3057  ___________________________________________________________________
 EW3057* NAD 83(1986)-  34 47 42.     (N)    118 37 32.     (W)     SCALED    
 EW3057* NAVD 88     -       903.13   (+/-2cm)    2963.0    (feet)  VERTCON   
 EW3057  ___________________________________________________________________
 EW3057  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3057
 EW3057.The horizontal coordinates were scaled from a topographic map and have
 EW3057.an estimated accuracy of +/- 6 seconds.
 EW3057
 EW3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3057.The vertical order pertains to the NGVD 29 superseded value.
 EW3057
 EW3057.The geoid height was determined by GEOID03.
 EW3057
 EW3057;                    North         East    Units  Estimated Accuracy
 EW3057;SPC CA 5     -   643,830.    1,942,760.      MT  (+/- 180 meters Scaled)
 EW3057
 EW3057                          SUPERSEDED SURVEY CONTROL
 EW3057
 EW3057  NGVD 29 (??/??/92)  902.246  (m)         2960.12   (f) ADJ UNCH    2 0
 EW3057
 EW3057.Superseded values are not recommended for survey control.
 EW3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3057.See file dsdata.txt to determine how the superseded data were derived.
 EW3057
 EW3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU512515(NAD 83)
 EW3057_MARKER: DD = SURVEY DISK
 EW3057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3057_SP_SET: AQUEDUCT
 EW3057_STAMPING: MILE 309.5 B
 EW3057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3057
 EW3057  HISTORY     - Date     Condition        Report By
 EW3057  HISTORY     - UNK      MONUMENTED       CADWR
 EW3057  HISTORY     - 1971     GOOD             NGS
 EW3057
 EW3057                          STATION DESCRIPTION
 EW3057
 EW3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3057'6.2 MI SE FROM PORTER TUNNEL.
 EW3057'6.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3057'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH CONCRETE
 EW3057'LINING OF THE AQUEDUCT, DIRECTLY ABOVE THE PAINTED MILEAGE 309.52,
 EW3057'82.0 FEET WEST OF THE NORTH END OF 280TH STREET WEST BRIDGE
 EW3057'309.52, 15.4 FEET EAST OF THE CENTER OF A LADDER, AND ABOUT
 EW3057'10 FEET LOWER THAN THE LEVEE ROAD.  SECTION 12 T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3060 ***********************************************************************
 EW3060  DESIGNATION -  309.53 B DWR
 EW3060  PID         -  EW3060
 EW3060  STATE/COUNTY-  CA/LOS ANGELES
 EW3060  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3060
 EW3060                         *CURRENT SURVEY CONTROL
 EW3060  ___________________________________________________________________
 EW3060* NAD 83(1986)-  34 47 43.     (N)    118 37 29.     (W)     SCALED    
 EW3060* NAVD 88     -       903.16   (+/-2cm)    2963.1    (feet)  VERTCON   
 EW3060  ___________________________________________________________________
 EW3060  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3060
 EW3060.The horizontal coordinates were scaled from a topographic map and have
 EW3060.an estimated accuracy of +/- 6 seconds.
 EW3060
 EW3060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3060.The vertical order pertains to the NGVD 29 superseded value.
 EW3060
 EW3060.The geoid height was determined by GEOID03.
 EW3060
 EW3060;                    North         East    Units  Estimated Accuracy
 EW3060;SPC CA 5     -   643,860.    1,942,830.      MT  (+/- 180 meters Scaled)
 EW3060
 EW3060                          SUPERSEDED SURVEY CONTROL
 EW3060
 EW3060  NGVD 29 (??/??/92)  902.278  (m)         2960.22   (f) ADJ UNCH    2 0
 EW3060
 EW3060.Superseded values are not recommended for survey control.
 EW3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3060.See file dsdata.txt to determine how the superseded data were derived.
 EW3060
 EW3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU513515(NAD 83)
 EW3060_MARKER: DD = SURVEY DISK
 EW3060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3060_SP_SET: AQUEDUCT
 EW3060_STAMPING: MILE 309.53 B
 EW3060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3060
 EW3060  HISTORY     - Date     Condition        Report By
 EW3060  HISTORY     - UNK      MONUMENTED       CADWR
 EW3060  HISTORY     - 1971     GOOD             NGS
 EW3060
 EW3060                          STATION DESCRIPTION
 EW3060
 EW3060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3060'6.2 MI SE FROM PORTER TUNNEL.
 EW3060'6.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3060'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3060'CONCRETE LINING OF THE AQUEDUCT, 24.0 FEET EAST OF THE 280TH
 EW3060'STREET WEST BRIDGE 309.52, 16.0 FEET WEST OF THE CENTER OF PIPE
 EW3060'309.53 WHICH CROSSES OVER THE AQUEDUCT, AND ABOUT 10 FEET LOWER
 EW3060'THAN THE NORTH LEVEE ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3058 ***********************************************************************
 EW3058  DESIGNATION -  309.7 A DWR
 EW3058  PID         -  EW3058
 EW3058  STATE/COUNTY-  CA/LOS ANGELES
 EW3058  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3058
 EW3058                         *CURRENT SURVEY CONTROL
 EW3058  ___________________________________________________________________
 EW3058* NAD 83(1986)-  34 47 40.     (N)    118 37 16.     (W)     SCALED    
 EW3058* NAVD 88     -       904.98   (+/-2cm)    2969.1    (feet)  VERTCON   
 EW3058  ___________________________________________________________________
 EW3058  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3058
 EW3058.The horizontal coordinates were scaled from a topographic map and have
 EW3058.an estimated accuracy of +/- 6 seconds.
 EW3058
 EW3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3058.The vertical order pertains to the NGVD 29 superseded value.
 EW3058
 EW3058.The geoid height was determined by GEOID03.
 EW3058
 EW3058;                    North         East    Units  Estimated Accuracy
 EW3058;SPC CA 5     -   643,760.    1,943,160.      MT  (+/- 180 meters Scaled)
 EW3058
 EW3058                          SUPERSEDED SURVEY CONTROL
 EW3058
 EW3058  NGVD 29 (??/??/92)  904.090  (m)         2966.17   (f) ADJ UNCH    2 0
 EW3058
 EW3058.Superseded values are not recommended for survey control.
 EW3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3058.See file dsdata.txt to determine how the superseded data were derived.
 EW3058
 EW3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU516514(NAD 83)
 EW3058_MARKER: DD = SURVEY DISK
 EW3058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3058_SP_SET: ABUTMENT
 EW3058_STAMPING: 309.7 A 1971
 EW3058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3058
 EW3058  HISTORY     - Date     Condition        Report By
 EW3058  HISTORY     - 1971     MONUMENTED       CADWR
 EW3058  HISTORY     - 1971     GOOD             NGS
 EW3058
 EW3058                          STATION DESCRIPTION
 EW3058
 EW3058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3058'6.4 MI SE FROM PORTER TUNNEL.
 EW3058'6.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3058'SOUTH PORTAL OF THE PORTER TUNNEL, 0.2 MILE EAST OF THE CROSSING
 EW3058'OF 280TH STREET WEST, IN THE TOP AND 10.3 FEET WEST OF THE
 EW3058'EAST END OF THE NORTH CONCRETE ABUTMENT OF CHECK STRUCTURE
 EW3058'43 309.70, 2 1/2 FEET WEST OF THE CENTER OF THE CONCRETE WALKWAY,
 EW3058'0.7 FOOT NORTH OF A CONCRETE GUARDRAIL POST, AND ABOUT LEVEL
 EW3058'WITH THE NORTH LEVEE ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3059 ***********************************************************************
 EW3059  DESIGNATION -  309.7 B DWR
 EW3059  PID         -  EW3059
 EW3059  STATE/COUNTY-  CA/LOS ANGELES
 EW3059  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3059
 EW3059                         *CURRENT SURVEY CONTROL
 EW3059  ___________________________________________________________________
 EW3059* NAD 83(1986)-  34 47 41.     (N)    118 37 21.     (W)     SCALED    
 EW3059* NAVD 88     -       903.13   (+/-2cm)    2963.0    (feet)  VERTCON   
 EW3059  ___________________________________________________________________
 EW3059  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3059
 EW3059.The horizontal coordinates were scaled from a topographic map and have
 EW3059.an estimated accuracy of +/- 6 seconds.
 EW3059
 EW3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3059.The vertical order pertains to the NGVD 29 superseded value.
 EW3059
 EW3059.The geoid height was determined by GEOID03.
 EW3059
 EW3059;                    North         East    Units  Estimated Accuracy
 EW3059;SPC CA 5     -   643,790.    1,943,040.      MT  (+/- 180 meters Scaled)
 EW3059
 EW3059                          SUPERSEDED SURVEY CONTROL
 EW3059
 EW3059  NGVD 29 (??/??/92)  902.245  (m)         2960.12   (f) ADJ UNCH    2 0
 EW3059
 EW3059.Superseded values are not recommended for survey control.
 EW3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3059.See file dsdata.txt to determine how the superseded data were derived.
 EW3059
 EW3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU515514(NAD 83)
 EW3059_MARKER: DD = SURVEY DISK
 EW3059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3059_SP_SET: AQUEDUCT
 EW3059_STAMPING: MILE 309.7 B
 EW3059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3059
 EW3059  HISTORY     - Date     Condition        Report By
 EW3059  HISTORY     - UNK      MONUMENTED       CADWR
 EW3059  HISTORY     - 1971     GOOD             NGS
 EW3059
 EW3059                          STATION DESCRIPTION
 EW3059
 EW3059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3059'6.4 MI SE FROM PORTER TUNNEL.
 EW3059'6.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3059'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3059'CONCRETE LINING OF THE AQUEDUCT, 37 1/2 FEET WEST OF THE CENTER
 EW3059'OF A LADDER, 58 1/2 FEET WEST OF THE NORTHWEST END OF THE
 EW3059'NORTHWEST GUARDRAIL OF CHECK STRUCTURE 43, AND ABOUT 6 FEET
 EW3059'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3052 ***********************************************************************
 EW3052  DESIGNATION -  309.9 A DWR
 EW3052  PID         -  EW3052
 EW3052  STATE/COUNTY-  CA/LOS ANGELES
 EW3052  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3052
 EW3052                         *CURRENT SURVEY CONTROL
 EW3052  ___________________________________________________________________
 EW3052* NAD 83(1986)-  34 47 34.     (N)    118 37 01.     (W)     SCALED    
 EW3052* NAVD 88     -       905.23   (+/-2cm)    2969.9    (feet)  VERTCON   
 EW3052  ___________________________________________________________________
 EW3052  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW3052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3052
 EW3052.The horizontal coordinates were scaled from a topographic map and have
 EW3052.an estimated accuracy of +/- 6 seconds.
 EW3052
 EW3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3052.The vertical order pertains to the NGVD 29 superseded value.
 EW3052
 EW3052.The geoid height was determined by GEOID03.
 EW3052
 EW3052;                    North         East    Units  Estimated Accuracy
 EW3052;SPC CA 5     -   643,570.    1,943,540.      MT  (+/- 180 meters Scaled)
 EW3052
 EW3052                          SUPERSEDED SURVEY CONTROL
 EW3052
 EW3052  NGVD 29 (??/??/92)  904.347  (m)         2967.01   (f) ADJ UNCH    2 0
 EW3052
 EW3052.Superseded values are not recommended for survey control.
 EW3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3052.See file dsdata.txt to determine how the superseded data were derived.
 EW3052
 EW3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU520512(NAD 83)
 EW3052_MARKER: DD = SURVEY DISK
 EW3052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3052_SP_SET: SIPHON HEAD WALL
 EW3052_STAMPING: 309.9 A 1971
 EW3052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3052
 EW3052  HISTORY     - Date     Condition        Report By
 EW3052  HISTORY     - 1971     MONUMENTED       CADWR
 EW3052  HISTORY     - 1971     GOOD             NGS
 EW3052
 EW3052                          STATION DESCRIPTION
 EW3052
 EW3052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3052'6.6 MI SE FROM PORTER TUNNEL.
 EW3052'6.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3052'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 0.4 FOOT
 EW3052'SOUTHWEST OF THE NORTHEAST END OF A HEAD WALL OF THE NORTHWEST
 EW3052'PORTAL OF SIPHON 309.94, 0.4 FOOT EAST OF A FENCE CORNER POST,
 EW3052'AND ABOUT LEVEL WITH THE NORTHEAST LEVEE ROAD.  SECTION 7, T8N,
 EW3052'R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3050 ***********************************************************************
 EW3050  DESIGNATION -  309.9 AA DWR
 EW3050  PID         -  EW3050
 EW3050  STATE/COUNTY-  CA/LOS ANGELES
 EW3050  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3050
 EW3050                         *CURRENT SURVEY CONTROL
 EW3050  ___________________________________________________________________
 EW3050* NAD 83(1986)-  34 47 32.     (N)    118 36 58.     (W)     SCALED    
 EW3050* NAVD 88     -       905.22   (+/-2cm)    2969.9    (feet)  VERTCON   
 EW3050  ___________________________________________________________________
 EW3050  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW3050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3050
 EW3050.The horizontal coordinates were scaled from a topographic map and have
 EW3050.an estimated accuracy of +/- 6 seconds.
 EW3050
 EW3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3050.The vertical order pertains to the NGVD 29 superseded value.
 EW3050
 EW3050.The geoid height was determined by GEOID03.
 EW3050
 EW3050;                    North         East    Units  Estimated Accuracy
 EW3050;SPC CA 5     -   643,510.    1,943,620.      MT  (+/- 180 meters Scaled)
 EW3050
 EW3050                          SUPERSEDED SURVEY CONTROL
 EW3050
 EW3050  NGVD 29 (??/??/92)  904.335  (m)         2966.97   (f) ADJ UNCH    2 0
 EW3050
 EW3050.Superseded values are not recommended for survey control.
 EW3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3050.See file dsdata.txt to determine how the superseded data were derived.
 EW3050
 EW3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU521511(NAD 83)
 EW3050_MARKER: DD = SURVEY DISK
 EW3050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3050_SP_SET: SIPHON HEAD WALL
 EW3050_STAMPING: 309.9 AA 1971
 EW3050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3050
 EW3050  HISTORY     - Date     Condition        Report By
 EW3050  HISTORY     - 1971     MONUMENTED       CADWR
 EW3050  HISTORY     - 1971     GOOD             NGS
 EW3050
 EW3050                          STATION DESCRIPTION
 EW3050
 EW3050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3050'6.6 MI SE FROM PORTER TUNNEL.
 EW3050'6.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3050'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 0.4 FOOT
 EW3050'SOUTHWEST OF THE NORTHEAST END OF A HEAD WALL OF THE SOUTHEAST
 EW3050'PORTAL OF SIPHON 309.94, 0.4 FOOT NORTHWEST OF A FENCE CORNER
 EW3050'POST, AND ABOUT LEVEL WITH THE NORTHEAST LEVEE ROAD.  SECTION 7,
 EW3050'T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3053 ***********************************************************************
 EW3053  DESIGNATION -  309.9 B DWR
 EW3053  PID         -  EW3053
 EW3053  STATE/COUNTY-  CA/LOS ANGELES
 EW3053  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3053
 EW3053                         *CURRENT SURVEY CONTROL
 EW3053  ___________________________________________________________________
 EW3053* NAD 83(1986)-  34 47 35.     (N)    118 37 02.     (W)     SCALED    
 EW3053* NAVD 88     -       903.11   (+/-2cm)    2963.0    (feet)  VERTCON   
 EW3053  ___________________________________________________________________
 EW3053  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW3053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3053
 EW3053.The horizontal coordinates were scaled from a topographic map and have
 EW3053.an estimated accuracy of +/- 6 seconds.
 EW3053
 EW3053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3053.The vertical order pertains to the NGVD 29 superseded value.
 EW3053
 EW3053.The geoid height was determined by GEOID03.
 EW3053
 EW3053;                    North         East    Units  Estimated Accuracy
 EW3053;SPC CA 5     -   643,610.    1,943,520.      MT  (+/- 180 meters Scaled)
 EW3053
 EW3053                          SUPERSEDED SURVEY CONTROL
 EW3053
 EW3053  NGVD 29 (??/??/92)  902.228  (m)         2960.06   (f) ADJ UNCH    2 0
 EW3053
 EW3053.Superseded values are not recommended for survey control.
 EW3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3053.See file dsdata.txt to determine how the superseded data were derived.
 EW3053
 EW3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU520512(NAD 83)
 EW3053_MARKER: DD = SURVEY DISK
 EW3053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3053_SP_SET: AQUEDUCT
 EW3053_STAMPING: MILE 309.9 B
 EW3053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3053
 EW3053  HISTORY     - Date     Condition        Report By
 EW3053  HISTORY     - UNK      MONUMENTED       CADWR
 EW3053  HISTORY     - 1971     GOOD             NGS
 EW3053
 EW3053                          STATION DESCRIPTION
 EW3053
 EW3053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3053'6.6 MI SE FROM PORTER TUNNEL.
 EW3053'6.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3053'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3053'CONCRETE LINING OF THE AQUEDUCT, 70.0 FEET NORTHWEST OF THE
 EW3053'NORTH END OF A FENCE, ABOUT 100 FEET NORTHWEST OF BENCH MARK
 EW3053'309.9 A (DWR), AND ABOUT 5 FEET LOWER THAN THE NORTHEAST LEVEE
 EW3053'ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3049 ***********************************************************************
 EW3049  DESIGNATION -  309.9 BB DWR
 EW3049  PID         -  EW3049
 EW3049  STATE/COUNTY-  CA/LOS ANGELES
 EW3049  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3049
 EW3049                         *CURRENT SURVEY CONTROL
 EW3049  ___________________________________________________________________
 EW3049* NAD 83(1986)-  34 47 31.     (N)    118 36 56.     (W)     SCALED    
 EW3049* NAVD 88     -       903.07   (+/-2cm)    2962.8    (feet)  VERTCON   
 EW3049  ___________________________________________________________________
 EW3049  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW3049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3049
 EW3049.The horizontal coordinates were scaled from a topographic map and have
 EW3049.an estimated accuracy of +/- 6 seconds.
 EW3049
 EW3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3049.The vertical order pertains to the NGVD 29 superseded value.
 EW3049
 EW3049.The geoid height was determined by GEOID03.
 EW3049
 EW3049;                    North         East    Units  Estimated Accuracy
 EW3049;SPC CA 5     -   643,480.    1,943,670.      MT  (+/- 180 meters Scaled)
 EW3049
 EW3049                          SUPERSEDED SURVEY CONTROL
 EW3049
 EW3049  NGVD 29 (??/??/92)  902.185  (m)         2959.92   (f) ADJ UNCH    2 0
 EW3049
 EW3049.Superseded values are not recommended for survey control.
 EW3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3049.See file dsdata.txt to determine how the superseded data were derived.
 EW3049
 EW3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU521511(NAD 83)
 EW3049_MARKER: DD = SURVEY DISK
 EW3049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3049_SP_SET: AQUEDUCT
 EW3049_STAMPING: MILE 309.9 BB
 EW3049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3049
 EW3049  HISTORY     - Date     Condition        Report By
 EW3049  HISTORY     - UNK      MONUMENTED       CADWR
 EW3049  HISTORY     - 1971     GOOD             NGS
 EW3049
 EW3049                          STATION DESCRIPTION
 EW3049
 EW3049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3049'6.6 MI SE FROM PORTER TUNNEL.
 EW3049'6.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3049'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3049'CONCRETE LINING OF THE AQUEDUCT, 12.0 FEET SOUTHEAST OF THE
 EW3049'CENTER OF A LADDER, 110.0 FEET NORTHWEST OF THE NORTHWEST END OF
 EW3049'PAINTED MILEAGE 310.00, ABOUT 100 FEET SOUTHEAST OF BENCH MARK
 EW3049'309.9 AA (DWR), AND ABOUT 5 FEET LOWER THAN THE NORTHEAST LEVEE
 EW3049'ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3784 ***********************************************************************
 HS3784  DESIGNATION -  3095 CCC
 HS3784  PID         -  HS3784
 HS3784  STATE/COUNTY-  CA/CONTRA COSTA
 HS3784  USGS QUAD   -  BRENTWOOD (1978)
 HS3784
 HS3784                         *CURRENT SURVEY CONTROL
 HS3784  ___________________________________________________________________
 HS3784* NAD 83(1986)-  37 59 27.     (N)    121 41 46.     (W)     SCALED    
 HS3784* NAVD 88     -         7.72   (+/-2cm)      25.3    (feet)  VERTCON   
 HS3784  ___________________________________________________________________
 HS3784  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HS3784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3784
 HS3784.The horizontal coordinates were scaled from a topographic map and have
 HS3784.an estimated accuracy of +/- 6 seconds.
 HS3784
 HS3784.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3784.The vertical order pertains to the NGVD 29 superseded value.
 HS3784
 HS3784.The geoid height was determined by GEOID03.
 HS3784
 HS3784;                    North         East    Units  Estimated Accuracy
 HS3784;SPC CA 3     -   666,130.    1,894,940.      MT  (+/- 180 meters Scaled)
 HS3784
 HS3784                          SUPERSEDED SURVEY CONTROL
 HS3784
 HS3784  NGVD 29 (??/??/92)    6.997  (m)           22.96   (f) ADJ UNCH    2 0
 HS3784
 HS3784.Superseded values are not recommended for survey control.
 HS3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3784.See file dsdata.txt to determine how the superseded data were derived.
 HS3784
 HS3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH144056(NAD 83)
 HS3784_MARKER: DD = SURVEY DISK
 HS3784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3784_SP_SET: BRIDGE
 HS3784_STAMPING: 3095
 HS3784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3784
 HS3784  HISTORY     - Date     Condition        Report By
 HS3784  HISTORY     - UNK      MONUMENTED       CA-013
 HS3784  HISTORY     - 1967     GOOD             NGS
 HS3784
 HS3784                          STATION DESCRIPTION
 HS3784
 HS3784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS3784'1.3 MI SE FROM OAKLEY.
 HS3784'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE ATCHISON,
 HS3784'TOPEKA AND SANTA FE RAILWAY STATION AT OAKLEY, THENCE 0.1 MILE
 HS3784'EAST ALONG CYPRESS ROAD, 1.2 MILES NORTH OF BENCH MARK W 484,
 HS3784'0.15 MILE NORTHWEST OF BENCHMARK R 484, 0.1 MILE WEST OF THE
 HS3784'CROSSING OF CYPRESS ROAD, IN THE TOP OF THE NORTHWEST CONCRETE
 HS3784'CURB OF A BRIDGE OVER MARSH CREEK, 24.4 FEET NORTH OF THE CENTER
 HS3784'LINE OF THE ROAD, 20.2 FEET EAST OF THE WEST END OF THE NORTH
 HS3784'STEEL GUARD RAIL, 1.2 FEET SOUTH OF A GUARD RAIL, ABOUT 1/2 FOOT
 HS3784'HIGHER THAN THE ROAD, AND LEVEL WITH THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1644 ***********************************************************************
 EV1644  DESIGNATION -  3097
 EV1644  PID         -  EV1644
 EV1644  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1644  USGS QUAD   -  APPLE VALLEY SOUTH (1980)
 EV1644
 EV1644                         *CURRENT SURVEY CONTROL
 EV1644  ___________________________________________________________________
 EV1644* NAD 83(1986)-  34 24 53.     (N)    117 12 24.     (W)     SCALED    
 EV1644* NAVD 88     -       945.21   (+/-2cm)    3101.1    (feet)  VERTCON   
 EV1644  ___________________________________________________________________
 EV1644  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EV1644  VERT ORDER  -  THIRD (See Below)
 EV1644
 EV1644.The horizontal coordinates were scaled from a topographic map and have
 EV1644.an estimated accuracy of +/- 6 seconds.
 EV1644
 EV1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1644.The vertical order pertains to the NGVD 29 superseded value.
 EV1644
 EV1644.The geoid height was determined by GEOID03.
 EV1644
 EV1644;                    North         East    Units  Estimated Accuracy
 EV1644;SPC CA 5     -   601,750.    2,072,930.      MT  (+/- 180 meters Scaled)
 EV1644
 EV1644                          SUPERSEDED SURVEY CONTROL
 EV1644
 EV1644  NGVD 29 (??/??/??)  944.36   (m)         3098.3    (f) RESET       3  
 EV1644
 EV1644.Superseded values are not recommended for survey control.
 EV1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1644.See file dsdata.txt to determine how the superseded data were derived.
 EV1644
 EV1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU810081(NAD 83)
 EV1644_MARKER: P = PIPE CAP
 EV1644_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV1644_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV1644_STAMPING: 3097 SB
 EV1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1644
 EV1644  HISTORY     - Date     Condition        Report By
 EV1644  HISTORY     - UNK      MONUMENTED       USGS
 EV1644  HISTORY     - 1935     GOOD             NGS
 EV1644
 EV1644                          STATION DESCRIPTION
 EV1644
 EV1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EV1644'5.8 MI E FROM HESPERIA.
 EV1644'5.8 MILES EAST ALONG A ROAD FROM THE ATCHISON, TOPEKA AND SANTA
 EV1644'FE RAILWAY STATION AT HESPERIA, SAN BERNARDINO COUNTY, 0.5 MILE
 EV1644'EAST OF THE JUNCTION OF A ROAD LEADING TO MARSH RANCH, ABOUT
 EV1644'150 FEET EAST OF THE JUNCTION OF A ROAD LEADING NORTH, AND 9 FEET
 EV1644'NORTH OF THE CENTERLINE OF THE MAIN ROAD.  A UNITED STATES
 EV1644'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3097 SB AND RIVETED
 EV1644'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1356 ***********************************************************************
 EV1356  DESIGNATION -  30TH LEROY
 EV1356  PID         -  EV1356
 EV1356  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1356  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1356
 EV1356                         *CURRENT SURVEY CONTROL
 EV1356  ___________________________________________________________________
 EV1356* NAD 83(1986)-  34 08 45.     (N)    117 16 50.     (W)     SCALED    
 EV1356* NAVD 88     -       375.52   (meters)    1232.0    (feet)  RESET     
 EV1356  ___________________________________________________________________
 EV1356  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 EV1356  VERT ORDER  -  THIRD
 EV1356
 EV1356.The horizontal coordinates were scaled from a topographic map and have
 EV1356.an estimated accuracy of +/- 6 seconds.
 EV1356
 EV1356.The orthometric height was computed from unverified reset data.
 EV1356
 EV1356.The geoid height was determined by GEOID03.
 EV1356
 EV1356;                    North         East    Units  Estimated Accuracy
 EV1356;SPC CA 5     -   571,880.    2,066,350.      MT  (+/- 180 meters Scaled)
 EV1356
 EV1356                          SUPERSEDED SURVEY CONTROL
 EV1356
 EV1356.No superseded survey control is available for this station.
 EV1356
 EV1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT741783(NAD 83)
 EV1356_MARKER: N = NAIL
 EV1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1356_SP_SET: CURB
 EV1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1356
 EV1356  HISTORY     - Date     Condition        Report By
 EV1356  HISTORY     - 1968     MONUMENTED       CADH
 EV1356  HISTORY     - 1968     GOOD             NGS
 EV1356
 EV1356                          STATION DESCRIPTION
 EV1356
 EV1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV1356'AT SAN BERNARDINO.
 EV1356'SET IN THE NORTHWEST CURB OR LEROY STREET, 62 FEET NORTH OF
 EV1356'CENTERLINE OF 30TH STREET, 20.5 FEET WEST OF CENTERLINE OF
 EV1356'LEROY STREET, 17.7 FEET NORTH-NORTH-EAST OF A FIRE HYDRANT,
 EV1356'12.5 FEET SOUTH OF CENTER OF WALK FOR RESIDENCE 3008 LEROY
 EV1356'STREET AND ABOUT 6 INCHES ABOVE THE SURFACE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2419 ***********************************************************************
 EV2419  DESIGNATION -  31
 EV2419  PID         -  EV2419
 EV2419  STATE/COUNTY-  CA/LOS ANGELES
 EV2419  USGS QUAD   -  GLENDORA (1972)
 EV2419
 EV2419                         *CURRENT SURVEY CONTROL
 EV2419  ___________________________________________________________________
 EV2419* NAD 83(1986)-  34 13 25.     (N)    117 51 03.     (W)     SCALED    
 EV2419* NAVD 88     -       474.50   (+/-2cm)    1556.8    (feet)  VERTCON   
 EV2419  ___________________________________________________________________
 EV2419  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 EV2419  VERT ORDER  -  THIRD (See Below)
 EV2419
 EV2419.The horizontal coordinates were scaled from a topographic map and have
 EV2419.an estimated accuracy of +/- 6 seconds.
 EV2419
 EV2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2419.The vertical order pertains to the NGVD 29 superseded value.
 EV2419
 EV2419.The geoid height was determined by GEOID03.
 EV2419
 EV2419;                    North         East    Units  Estimated Accuracy
 EV2419;SPC CA 5     -   580,280.    2,013,740.      MT  (+/- 180 meters Scaled)
 EV2419
 EV2419                          SUPERSEDED SURVEY CONTROL
 EV2419
 EV2419  NGVD 29 (??/??/??)  473.69   (m)         1554.1    (f) RESET       3  
 EV2419
 EV2419.Superseded values are not recommended for survey control.
 EV2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2419.See file dsdata.txt to determine how the superseded data were derived.
 EV2419
 EV2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT216872(NAD 83)
 EV2419_MARKER: P = PIPE CAP
 EV2419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2419_STAMPING: 31 1933
 EV2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2419
 EV2419  HISTORY     - Date     Condition        Report By
 EV2419  HISTORY     - 1933     MONUMENTED       BPR
 EV2419  HISTORY     - 1934     GOOD             NGS
 EV2419  HISTORY     - 1961     GOOD             BPR
 EV2419  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 EV2419
 EV2419                          STATION DESCRIPTION
 EV2419
 EV2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV2419'9 MI NE FROM AZUSA.
 EV2419'9.0 MILES NORTHEAST ALONG THE SAN GABRIEL CANYON ROAD FROM AZUSA,
 EV2419'LOS ANGELES COUNTY, 0.5 MILE SOUTH OF THE WEST SLOPE CONSTRUCTION
 EV2419'CO. CAMP, AT THE SOUTH END OF THE CAMP, AT THE BASE OF A STEEP
 EV2419'SLOPE, 31 FEET NORTH OF THE SOUTH END OF A FILL ON THE WEST
 EV2419'SIDE OF THE ROAD, AND 22 FEET WEST OF THE WEST GUARD RAIL.
 EV2419'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 EV2419'31 1933 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
 EV2419
 EV2419                          STATION RECOVERY (1961)
 EV2419
 EV2419'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1961
 EV2419'RECOVERED IN GOOD CONDITION.
 EV2419
 EV2419                          STATION RECOVERY (2006)
 EV2419
 EV2419'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 EV2419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1849 ***********************************************************************
 HT1849  DESIGNATION -  31
 HT1849  PID         -  HT1849
 HT1849  STATE/COUNTY-  CA/ALAMEDA
 HT1849  USGS QUAD   -  OAKLAND EAST (1997)
 HT1849
 HT1849                         *CURRENT SURVEY CONTROL
 HT1849  ___________________________________________________________________
 HT1849* NAD 83(1986)-  37 51 56.     (N)    122 13 52.     (W)     SCALED    
 HT1849* NAVD 88     -       209.55   (+/-2cm)     687.5    (feet)  VERTCON   
 HT1849  ___________________________________________________________________
 HT1849  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HT1849  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1849
 HT1849.The horizontal coordinates were scaled from a topographic map and have
 HT1849.an estimated accuracy of +/- 6 seconds.
 HT1849
 HT1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1849.The vertical order pertains to the NGVD 29 superseded value.
 HT1849
 HT1849.The geoid height was determined by GEOID03.
 HT1849
 HT1849;                    North         East    Units  Estimated Accuracy
 HT1849;SPC CA 3     -   652,960.    1,847,690.      MT  (+/- 180 meters Scaled)
 HT1849
 HT1849                          SUPERSEDED SURVEY CONTROL
 HT1849
 HT1849  NGVD 29 (??/??/??)  208.693  (m)          684.69   (f) ADJUSTED    1 1
 HT1849
 HT1849.Superseded values are not recommended for survey control.
 HT1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1849.See file dsdata.txt to determine how the superseded data were derived.
 HT1849
 HT1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG676911(NAD 83)
 HT1849_MARKER: I = METAL ROD
 HT1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1849_SP_SET: CONCRETE POST
 HT1849_MARK LOGO: CA2480
 HT1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1849+STABILITY: SURFACE MOTION
 HT1849
 HT1849  HISTORY     - Date     Condition        Report By
 HT1849  HISTORY     - UNK      MONUMENTED       CA2480
 HT1849
 HT1849                          STATION DESCRIPTION
 HT1849
 HT1849'DESCRIBED BY CITY OF OAKLAND CALIFORNIA UNK
 HT1849'IN OAKLAND.
 HT1849'IN OAKLAND, 0.8 MILE NORTHEAST ALONG CLAREMONT AVENUE FROM THE
 HT1849'JUNCTION OF STONEWALL ROAD, NEAR THE Y JUNCTION OF ALVARADO ROAD, 144
 HT1849'FEET SOUTH OF THE CENTER OF THE JUNCTION, 4 FEET EAST OF THE
 HT1849'CENTERLINE OF THE AVENUE, AND IS A BRASS ROD SET IN THE TOP OF A
 HT1849'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE AVENUE ACCESS WHICH
 HT1849'IS HAD THROUGH AN 8-INCH CAST IRON COVER.
 HT1849'(THE EDGE OF THE COVER IS MARKED BY THE NUMBER 31.)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3128 ***********************************************************************
 AB3128  DESIGNATION -  31
 AB3128  PID         -  AB3128
 AB3128  STATE/COUNTY-  CA/LOS ANGELES
 AB3128  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3128
 AB3128                         *CURRENT SURVEY CONTROL
 AB3128  ___________________________________________________________________
 AB3128* NAD 83(1986)-  34 16 29.     (N)    118 31 43.     (W)     SCALED    
 AB3128* NAVD 88     -       347.289  (meters)    1139.40   (feet)  ADJUSTED  
 AB3128  ___________________________________________________________________
 AB3128  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AB3128  DYNAMIC HT  -         346.903 (meters)    1138.13  (feet)  COMP
 AB3128  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 AB3128
 AB3128  VERT ORDER  -  THIRD
 AB3128
 AB3128.The horizontal coordinates were scaled from a topographic map and have
 AB3128.an estimated accuracy of +/- 6 seconds.
 AB3128
 AB3128.The orthometric height was determined by differential leveling
 AB3128.and adjusted in November 1996.
 AB3128
 AB3128.The geoid height was determined by GEOID03.
 AB3128
 AB3128.The dynamic height is computed by dividing the NAVD 88
 AB3128.geopotential number by the normal gravity value computed on the
 AB3128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3128.degrees latitude (g = 980.6199 gals.).
 AB3128
 AB3128.The modeled gravity was interpolated from observed gravity values.
 AB3128
 AB3128;                    North         East    Units  Estimated Accuracy
 AB3128;SPC CA 5     -   586,060.    1,951,320.      MT  (+/- 180 meters Scaled)
 AB3128
 AB3128                          SUPERSEDED SURVEY CONTROL
 AB3128
 AB3128.No superseded survey control is available for this station.
 AB3128
 AB3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT592936(NAD 83)
 AB3128_MARKER: DD = SURVEY DISK
 AB3128_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB3128_SP_SET: MANHOLE STRUCTURE
 AB3128_STAMPING: BENCH MARK NO 31 1131.005
 AB3128_MARK LOGO: CA1980
 AB3128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3128+STABILITY: SURFACE MOTION
 AB3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3128+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AB3128
 AB3128  HISTORY     - Date     Condition        Report By
 AB3128  HISTORY     - UNK      MONUMENTED       CA1980
 AB3128  HISTORY     - 19940922 GOOD             MWDSC
 AB3128
 AB3128                          STATION DESCRIPTION
 AB3128
 AB3128'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3128'GRANADA HILLS, NEAR THE INTERSECTION OF SAN FERNANDO MISSION BLVD AND
 AB3128'EAST CHIMINEAS AVE, ON D W P R/W PATROL RD (IN NURSERY) 900 FEET
 AB3128'(274.3 M) NORTH OF BLVD , UNDER THE WESTERLY TOWER LINE AND 357 FEET
 AB3128'(108.8 M) SOUTH OF THE NORTHEAST FOOTING OF TOWER NO.  226 AND 370
 AB3128'FEET (112.8 M) SOUTHWEST OF THE NORTHWEST FOOTING OF TOWER NO.  472,
 AB3128'59 FEET (18.0 M) WEST OF 24 FOOT (7.3 M) BY 26 FOOT (7.9 M) CONCRETE
 AB3128'PROTECTIVE SLAB OVER PIPE IN THE NORTHWEST CORNER OF A CONCRETE ACCESS
 AB3128'STRUCTURE TO DWP PIPELINE.  A BUREAU OF WATER WORKS AND SUPPLY 3 INCH
 AB3128'BRASS DISK STAMPED NO 31 1133.005 SET FLUSH. REF MWD FB 4032 01 030
 AB3128'AND MWD LEVEL LINE NO 34 PG.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9053 ***********************************************************************
 JT9053  DESIGNATION -  31 1
 JT9053  PID         -  JT9053
 JT9053  STATE/COUNTY-  CA/NAPA
 JT9053  USGS QUAD   -  NAPA (1980)
 JT9053
 JT9053                         *CURRENT SURVEY CONTROL
 JT9053  ___________________________________________________________________
 JT9053* NAD 83(1986)-  38 20 30.     (N)    122 15 52.     (W)     SCALED    
 JT9053* NAVD 88     -        21.35   (+/-2cm)      70.0    (feet)  VERTCON   
 JT9053  ___________________________________________________________________
 JT9053  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT9053  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9053
 JT9053.The horizontal coordinates were scaled from a topographic map and have
 JT9053.an estimated accuracy of +/- 6 seconds.
 JT9053
 JT9053.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9053.The vertical order pertains to the NGVD 29 superseded value.
 JT9053
 JT9053.The geoid height was determined by GEOID03.
 JT9053
 JT9053;                    North         East    Units  Estimated Accuracy
 JT9053;SPC CA 2     -   574,960.    1,976,880.      MT  (+/- 180 meters Scaled)
 JT9053
 JT9053                          SUPERSEDED SURVEY CONTROL
 JT9053
 JT9053  NGVD 29 (??/??/92)   20.543  (m)           67.40   (f) ADJ UNCH    2 2
 JT9053
 JT9053.Superseded values are not recommended for survey control.
 JT9053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9053.See file dsdata.txt to determine how the superseded data were derived.
 JT9053
 JT9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642439(NAD 83)
 JT9053_MARKER: DD = SURVEY DISK
 JT9053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT9053_SP_SET: MASSIVE STRUCTURE
 JT9053_MARK LOGO: CA2330
 JT9053_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT9053
 JT9053  HISTORY     - Date     Condition        Report By
 JT9053  HISTORY     - 1971     MONUMENTED       CA2330
 JT9053
 JT9053                          STATION DESCRIPTION
 JT9053
 JT9053'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9053'ALONG ATLAS PEAK ROAD AT MILLIKEN CREEK BRIDGE, A BRASS CAP SET IN THE
 JT9053'NORTHEAST EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2034 ***********************************************************************
 DY2034  DESIGNATION -  31 1 A LA CO
 DY2034  PID         -  DY2034
 DY2034  STATE/COUNTY-  CA/LOS ANGELES
 DY2034  USGS QUAD   -  SOUTH GATE (1981)
 DY2034
 DY2034                         *CURRENT SURVEY CONTROL
 DY2034  ___________________________________________________________________
 DY2034* NAD 83(1986)-  33 59 12.     (N)    118 11 07.     (W)     SCALED    
 DY2034* NAVD 88     -        45.89   (+/-2cm)     150.6    (feet)  VERTCON   
 DY2034  ___________________________________________________________________
 DY2034  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DY2034  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2034
 DY2034.The horizontal coordinates were scaled from a topographic map and have
 DY2034.an estimated accuracy of +/- 6 seconds.
 DY2034
 DY2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2034.The vertical order pertains to the NGVD 29 superseded value.
 DY2034
 DY2034.The geoid height was determined by GEOID03.
 DY2034
 DY2034;                    North         East    Units  Estimated Accuracy
 DY2034;SPC CA 5     -   554,000.    1,982,880.      MT  (+/- 180 meters Scaled)
 DY2034
 DY2034                          SUPERSEDED SURVEY CONTROL
 DY2034
 DY2034  NGVD 29 (??/??/92)   45.147  (m)          148.12   (f) ADJ UNCH    1 1
 DY2034
 DY2034.Superseded values are not recommended for survey control.
 DY2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2034.See file dsdata.txt to determine how the superseded data were derived.
 DY2034
 DY2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT905613(NAD 83)
 DY2034_MARKER: S = SPIKE
 DY2034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2034_SP_SET: CURB
 DY2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2034
 DY2034  HISTORY     - Date     Condition        Report By
 DY2034  HISTORY     - UNK      MONUMENTED       CA-037
 DY2034  HISTORY     - 1965     GOOD             CA-037
 DY2034
 DY2034                          STATION DESCRIPTION
 DY2034
 DY2034'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 DY2034'0.2 MI E FROM MAYWOOD.
 DY2034'ATLANTIC BOULEVARD AND SLAUSON AVENUE, AT THE NORTHEAST CORNER,
 DY2034'SET FLUSH IN THE EAST CURB 124.5 FEET NORTH OF THE NORTH END
 DY2034'OF THE CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2035 ***********************************************************************
 DY2035  DESIGNATION -  31 1 B LA CO
 DY2035  PID         -  DY2035
 DY2035  STATE/COUNTY-  CA/LOS ANGELES
 DY2035  USGS QUAD   -  SOUTH GATE (1981)
 DY2035
 DY2035                         *CURRENT SURVEY CONTROL
 DY2035  ___________________________________________________________________
 DY2035* NAD 83(1986)-  33 59 18.     (N)    118 11 07.     (W)     SCALED    
 DY2035* NAVD 88     -        45.93   (+/-2cm)     150.7    (feet)  VERTCON   
 DY2035  ___________________________________________________________________
 DY2035  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 DY2035  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2035
 DY2035.The horizontal coordinates were scaled from a topographic map and have
 DY2035.an estimated accuracy of +/- 6 seconds.
 DY2035
 DY2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2035.The vertical order pertains to the NGVD 29 superseded value.
 DY2035
 DY2035.The geoid height was determined by GEOID03.
 DY2035
 DY2035;                    North         East    Units  Estimated Accuracy
 DY2035;SPC CA 5     -   554,190.    1,982,880.      MT  (+/- 180 meters Scaled)
 DY2035
 DY2035                          SUPERSEDED SURVEY CONTROL
 DY2035
 DY2035  NGVD 29 (??/??/92)   45.179  (m)          148.22   (f) ADJ UNCH    1 1
 DY2035
 DY2035.Superseded values are not recommended for survey control.
 DY2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2035.See file dsdata.txt to determine how the superseded data were derived.
 DY2035
 DY2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT905614(NAD 83)
 DY2035_MARKER: DD = SURVEY DISK
 DY2035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2035_SP_SET: CONCRETE BOX
 DY2035_STAMPING: BM 31-1 B 1970 RE 5869
 DY2035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2035
 DY2035  HISTORY     - Date     Condition        Report By
 DY2035  HISTORY     - 1970     MONUMENTED       CA-037
 DY2035  HISTORY     - 1970     GOOD             CA-037
 DY2035
 DY2035                          STATION DESCRIPTION
 DY2035
 DY2035'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 DY2035'0.2 MI E FROM MAYWOOD.
 DY2035'MAYWOOD, 0.2 MI E OF THE CITY HALL, ATLANTIC AVE AT 58TH ST NW
 DY2035'CORNER, 55.5 FT W OF THE CENTERLINE OF ATLANTIC AVE 19.8 FT N
 DY2035'OF THE CENTERLINE OF 58TH ST 76.3 FT E OF PP 1419120E (TRANSFORMER
 DY2035'POLE 1 OF 2), 8 FT S OF A FRAME STUCCO BUILDING WITH A BRICK
 DY2035'VENEAR, 1 FT N OF THE N CURB OF 58TH ST FLUSH IN THE TOP OF A
 DY2035'CONCRETE COVER OVER A STORM DRAIN INLET BOX OVER THE E RETAINING
 DY2035'WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2036 ***********************************************************************
 DY2036  DESIGNATION -  31 1 LA CO
 DY2036  PID         -  DY2036
 DY2036  STATE/COUNTY-  CA/LOS ANGELES
 DY2036  USGS QUAD   -  SOUTH GATE (1981)
 DY2036
 DY2036                         *CURRENT SURVEY CONTROL
 DY2036  ___________________________________________________________________
 DY2036* NAD 83(1986)-  33 59 37.     (N)    118 10 57.     (W)     SCALED    
 DY2036* NAVD 88     -        50.08   (+/-2cm)     164.3    (feet)  VERTCON   
 DY2036  ___________________________________________________________________
 DY2036  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DY2036  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2036
 DY2036.The horizontal coordinates were scaled from a topographic map and have
 DY2036.an estimated accuracy of +/- 6 seconds.
 DY2036
 DY2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2036.The vertical order pertains to the NGVD 29 superseded value.
 DY2036
 DY2036.The geoid height was determined by GEOID03.
 DY2036
 DY2036;                    North         East    Units  Estimated Accuracy
 DY2036;SPC CA 5     -   554,770.    1,983,140.      MT  (+/- 180 meters Scaled)
 DY2036
 DY2036                          SUPERSEDED SURVEY CONTROL
 DY2036
 DY2036  NGVD 29 (??/??/92)   49.334  (m)          161.86   (f) ADJ UNCH    1 1
 DY2036
 DY2036.Superseded values are not recommended for survey control.
 DY2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2036.See file dsdata.txt to determine how the superseded data were derived.
 DY2036
 DY2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT907620(NAD 83)
 DY2036_MARKER: DD = SURVEY DISK
 DY2036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2036_SP_SET: CURB
 DY2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2036
 DY2036  HISTORY     - Date     Condition        Report By
 DY2036  HISTORY     - UNK      MONUMENTED       CA-037
 DY2036  HISTORY     - 1965     GOOD             CA-037
 DY2036
 DY2036                          STATION DESCRIPTION
 DY2036
 DY2036'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 DY2036'0.6 MI NE FROM VERNON.
 DY2036'ATLANTIC BOULEVARD AT THE LOS ANGELES RIVER, AT THE SOUTHWEST
 DY2036'CORNER OF CONCRETE BRIDGE NO. 53.226, SET IN THE WEST CURB
 DY2036'22.0 FEET NORTHERLY OF THE SOUTH END OF THE BRIDGE.  VERNON, 0.6
 DY2036'MI NORTHEASTERLY OF THE MAYWOOD CITY HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1052 ***********************************************************************
 EW1052  DESIGNATION -  31 10 A LA CO
 EW1052  PID         -  EW1052
 EW1052  STATE/COUNTY-  CA/LOS ANGELES
 EW1052  USGS QUAD   -  LOS ANGELES (1994)
 EW1052
 EW1052                         *CURRENT SURVEY CONTROL
 EW1052  ___________________________________________________________________
 EW1052* NAD 83(1986)-  34 02 05.     (N)    118 10 25.     (W)     SCALED    
 EW1052* NAVD 88     -        94.50   (+/-2cm)     310.0    (feet)  VERTCON   
 EW1052  ___________________________________________________________________
 EW1052  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EW1052  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1052
 EW1052.The horizontal coordinates were scaled from a topographic map and have
 EW1052.an estimated accuracy of +/- 6 seconds.
 EW1052
 EW1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1052.The vertical order pertains to the NGVD 29 superseded value.
 EW1052
 EW1052.The geoid height was determined by GEOID03.
 EW1052
 EW1052;                    North         East    Units  Estimated Accuracy
 EW1052;SPC CA 5     -   559,330.    1,983,970.      MT  (+/- 180 meters Scaled)
 EW1052
 EW1052                          SUPERSEDED SURVEY CONTROL
 EW1052
 EW1052  NGVD 29 (??/??/92)   93.740  (m)          307.55   (f) ADJ UNCH    1 1
 EW1052
 EW1052.Superseded values are not recommended for survey control.
 EW1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1052.See file dsdata.txt to determine how the superseded data were derived.
 EW1052
 EW1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT916666(NAD 83)
 EW1052_MARKER: P = PIPE CAP
 EW1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1052_SP_SET: BRIDGE
 EW1052_STAMPING: BM 31-10 A 1965 5869
 EW1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1052
 EW1052  HISTORY     - Date     Condition        Report By
 EW1052  HISTORY     - 1965     MONUMENTED       CA-037
 EW1052
 EW1052                          STATION DESCRIPTION
 EW1052
 EW1052'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW1052'0.2 MI W FROM LOS ANGELES.
 EW1052'EAST LOS ANGELES, 0.2 MI W OF THE LONG BEACH POMONA FREEWAY
 EW1052'INTERCHANGE, EASTERN AVENUE ON THE BRIDGE OVER THE POMONA
 EW1052'FREEWAY, SET FLUSH AT THE SOUTHEAST CORNER OF THE BRIDGE 0.5
 EW1052'FEET NORTH OF THE SOUTH END AND 0.5 FEET WEST OF THE EAST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1053 ***********************************************************************
 EW1053  DESIGNATION -  31 11 LA CO
 EW1053  PID         -  EW1053
 EW1053  STATE/COUNTY-  CA/LOS ANGELES
 EW1053  USGS QUAD   -  LOS ANGELES (1994)
 EW1053
 EW1053                         *CURRENT SURVEY CONTROL
 EW1053  ___________________________________________________________________
 EW1053* NAD 83(1986)-  34 02 24.     (N)    118 10 09.     (W)     SCALED    
 EW1053* NAVD 88     -        95.89   (+/-2cm)     314.6    (feet)  VERTCON   
 EW1053  ___________________________________________________________________
 EW1053  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 EW1053  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1053
 EW1053.The horizontal coordinates were scaled from a topographic map and have
 EW1053.an estimated accuracy of +/- 6 seconds.
 EW1053
 EW1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1053.The vertical order pertains to the NGVD 29 superseded value.
 EW1053
 EW1053.The geoid height was determined by GEOID03.
 EW1053
 EW1053;                    North         East    Units  Estimated Accuracy
 EW1053;SPC CA 5     -   559,910.    1,984,380.      MT  (+/- 180 meters Scaled)
 EW1053
 EW1053                          SUPERSEDED SURVEY CONTROL
 EW1053
 EW1053  NGVD 29 (??/??/92)   95.126  (m)          312.09   (f) ADJ UNCH    1 1
 EW1053
 EW1053.Superseded values are not recommended for survey control.
 EW1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1053.See file dsdata.txt to determine how the superseded data were derived.
 EW1053
 EW1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT920672(NAD 83)
 EW1053_MARKER: P = PIPE CAP
 EW1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1053_SP_SET: WELL
 EW1053_STAMPING: BM 31-11 1952 63
 EW1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1053
 EW1053  HISTORY     - Date     Condition        Report By
 EW1053  HISTORY     - 1952     MONUMENTED       CA-037
 EW1053  HISTORY     - 1965     GOOD             CA-037
 EW1053
 EW1053                          STATION DESCRIPTION
 EW1053
 EW1053'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW1053'0.3 MI N FROM BELVEDERE.
 EW1053'BELVEDERE, 0.3 MI N OF THE LONG BEACH-POMONA FREEWAY INTERCHANGE,
 EW1053'BROOKLYN AVENUE AND FORD BOULEVARD, AT THE SOUTHWEST CORNER,
 EW1053'38.3 FEET SOUTH OF THE CENTERLINE OF BROOKLYN AVENUE, 30.0 FEET
 EW1053'WEST OF THE CENTERLINE OF FORD BOULEVARD AND 0.8 FEET WEST OF
 EW1053'THE WEST EDGE OF THE CONCRETE WALK, SET ABOUT 11 INCHES BELOW
 EW1053'THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EW1053'COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1058 ***********************************************************************
 EW1058  DESIGNATION -  31 12 A
 EW1058  PID         -  EW1058
 EW1058  STATE/COUNTY-  CA/LOS ANGELES
 EW1058  USGS QUAD   -  LOS ANGELES (1994)
 EW1058
 EW1058                         *CURRENT SURVEY CONTROL
 EW1058  ___________________________________________________________________
 EW1058* NAD 83(1986)-  34 02 39.     (N)    118 10 09.     (W)     SCALED    
 EW1058* NAVD 88     -        95.65   (+/-2cm)     313.8    (feet)  VERTCON   
 EW1058  ___________________________________________________________________
 EW1058  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 EW1058  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1058
 EW1058.The horizontal coordinates were scaled from a topographic map and have
 EW1058.an estimated accuracy of +/- 6 seconds.
 EW1058
 EW1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1058.The vertical order pertains to the NGVD 29 superseded value.
 EW1058
 EW1058.The geoid height was determined by GEOID03.
 EW1058
 EW1058;                    North         East    Units  Estimated Accuracy
 EW1058;SPC CA 5     -   560,380.    1,984,380.      MT  (+/- 180 meters Scaled)
 EW1058
 EW1058                          SUPERSEDED SURVEY CONTROL
 EW1058
 EW1058  NGVD 29 (??/??/92)   94.888  (m)          311.31   (f) ADJ UNCH    1 1
 EW1058
 EW1058.Superseded values are not recommended for survey control.
 EW1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1058.See file dsdata.txt to determine how the superseded data were derived.
 EW1058
 EW1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT920676(NAD 83)
 EW1058_MARKER: DD = SURVEY DISK
 EW1058_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 EW1058_SP_SET: WELL
 EW1058_STAMPING: BM 31-12 A 1961 5869
 EW1058_MARK LOGO: CA-037
 EW1058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW1058+STABILITY: POSITION/ELEVATION WELL
 EW1058
 EW1058  HISTORY     - Date     Condition        Report By
 EW1058  HISTORY     - 1961     MONUMENTED       CA-037
 EW1058  HISTORY     - 1965     GOOD             CA-037
 EW1058  HISTORY     - 1987     GOOD             NGS
 EW1058
 EW1058                          STATION DESCRIPTION
 EW1058
 EW1058'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW1058'0.6 MI N FROM BELVEDERE.
 EW1058'BELVEDERE, 0.6 MI N OF THE LONG BEACH-POMONA FREEWAY INTERCHANGE,
 EW1058'FORD AVENUE, FLORAL DRIVE AND NORTH BOUND ENTRANCE TO THE LONG
 EW1058'BEACH FREEWAY, AT THE NORTHWEST CORNER, 70.5 FEET NORTH OF THE
 EW1058'CENTERLINE OF FLORAL DRIVE, 32.5 FEET NORTHERLY OF GUY POLE
 EW1058'NO. 799 469E, 12.0 FEET EAST OF A CHAIN LINK FENCE AND 1.5
 EW1058'FEET WEST OF THE WEST CURB OF THE FREEWAY ACCESS ROAD, SET ABOUT
 EW1058'10 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 EW1058'IRON COVER.
 EW1058
 EW1058                          STATION RECOVERY (1987)
 EW1058
 EW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW1058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.7 KM (1.70
 EW1058'MI) SOUTHWEST ALONG MONTEREY PASS ROAD FROM THE JUNCTION OF GARVEY
 EW1058'AVENUE IN MONTEREY PARK, THENCE 0.6 KM (0.35 MI) WEST ALONG FLORAL
 EW1058'DRIVE, 21.6 M (70.9 FT) NORTH OF THE DRIVE CENTERLINE, 5.8 M (19.0
 EW1058'FT) WEST OF THE CENTERLINE OF FORD BOULEVARD (NORTHBOUND ON-RAMP TO
 EW1058'THE LONG BEACH FREEWAY), 1.2 M (3.9 FT) EAST OF THE BASE OF A GUY
 EW1058'WIRE, 0.3 M (1.0 FT) WEST OF THE WEST CURB.  NOTE--THE MARK IS 0.3 M
 EW1058'(1.0 FT) BELOW GROUND AND MAY BE ACCESSED THROUGH A 12-INCH DIAMETER
 EW1058'ROUND IRON LID.
 EW1058'THE MARK IS 0.3 M BELOW THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1054 ***********************************************************************
 EW1054  DESIGNATION -  31 14
 EW1054  PID         -  EW1054
 EW1054  STATE/COUNTY-  CA/LOS ANGELES
 EW1054  USGS QUAD   -  LOS ANGELES (1994)
 EW1054
 EW1054                         *CURRENT SURVEY CONTROL
 EW1054  ___________________________________________________________________
 EW1054* NAD 83(1986)-  34 02 51.     (N)    118 09 42.     (W)     SCALED    
 EW1054* NAVD 88     -       101.10   (+/-2cm)     331.7    (feet)  VERTCON   
 EW1054  ___________________________________________________________________
 EW1054  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW1054  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1054
 EW1054.The horizontal coordinates were scaled from a topographic map and have
 EW1054.an estimated accuracy of +/- 6 seconds.
 EW1054
 EW1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1054.The vertical order pertains to the NGVD 29 superseded value.
 EW1054
 EW1054.The geoid height was determined by GEOID03.
 EW1054
 EW1054;                    North         East    Units  Estimated Accuracy
 EW1054;SPC CA 5     -   560,740.    1,985,070.      MT  (+/- 180 meters Scaled)
 EW1054
 EW1054                          SUPERSEDED SURVEY CONTROL
 EW1054
 EW1054  NGVD 29 (??/??/92)  100.344  (m)          329.21   (f) ADJ UNCH    1 1
 EW1054
 EW1054.Superseded values are not recommended for survey control.
 EW1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1054.See file dsdata.txt to determine how the superseded data were derived.
 EW1054
 EW1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT927680(NAD 83)
 EW1054_MARKER: DD = SURVEY DISK
 EW1054_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 EW1054_SP_SET: WELL
 EW1054_STAMPING: BM 31-14 1953 63
 EW1054_MARK LOGO: CA-037
 EW1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW1054+STABILITY: POSITION/ELEVATION WELL
 EW1054
 EW1054  HISTORY     - Date     Condition        Report By
 EW1054  HISTORY     - 1953     MONUMENTED       CA-037
 EW1054  HISTORY     - 1965     GOOD             CA-037
 EW1054  HISTORY     - 1987     GOOD             NGS
 EW1054
 EW1054                          STATION DESCRIPTION
 EW1054
 EW1054'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW1054'1 MI NE FROM MONTEREY PARK.
 EW1054'MONTEREY PARK, 1 MI NE OF THE LONG BEACH-POMONA FREEWAY
 EW1054'INTERCHANGE, MONTEREY PASS ROAD AND KERN AVENUE, 87.5 FEET
 EW1054'WESTERLY OF POWER POLE NO. 379 481E, 40.0 SOUTHEAST OF AN 8.0
 EW1054'FOOT CHAIN LINK FENCE, 28.0 FEET SOUTHERLY OF POWER POLE NO. 1
 EW1054'455 492E AND 20.8 FEET NORTHWEST OF A WIRE SPIKE AT THE POINT
 EW1054'OF INTERSECTION OF THE CURVE OF MONTEREY PASS ROAD AND THE
 EW1054'CENTERLINE OF KERN AVENUE, SET ABOUT 12 INCHES BELOW THE SURFACE
 EW1054'IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY
 EW1054'SURVEYOR MONUMENT.
 EW1054
 EW1054                          STATION RECOVERY (1987)
 EW1054
 EW1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW1054'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM (1.50
 EW1054'MI) SOUTHWEST ALONG MONTEREY PASS ROAD FROM THE JUNCTION OF GARVEY
 EW1054'AVENUE IN MONTEREY PARK, AT THE Y-JUNCTION OF KERN AVENUE, 6.4 M
 EW1054'(21.0 FT) NORTHWEST OF THE ROAD CENTERLINE, 0.9 M (3.0 FT) NORTHEAST
 EW1054'OF THE CORNER OF THE CURB.  NOTE--THE MARK IS 0.3 M (1.0 FT) BELOW
 EW1054'GROUND AND MAY BE ACCESSED THROUGH A 12-INCH DIAMETER ROUND IRON LID.
 EW1054'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1055 ***********************************************************************
 EW1055  DESIGNATION -  31 15 A
 EW1055  PID         -  EW1055
 EW1055  STATE/COUNTY-  CA/LOS ANGELES
 EW1055  USGS QUAD   -  LOS ANGELES (1994)
 EW1055
 EW1055                         *CURRENT SURVEY CONTROL
 EW1055  ___________________________________________________________________
 EW1055* NAD 83(1986)-  34 03 05.     (N)    118 09 16.     (W)     SCALED    
 EW1055* NAVD 88     -       122.02   (+/-2cm)     400.3    (feet)  VERTCON   
 EW1055  ___________________________________________________________________
 EW1055  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EW1055  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1055
 EW1055.The horizontal coordinates were scaled from a topographic map and have
 EW1055.an estimated accuracy of +/- 6 seconds.
 EW1055
 EW1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1055.The vertical order pertains to the NGVD 29 superseded value.
 EW1055
 EW1055.The geoid height was determined by GEOID03.
 EW1055
 EW1055;                    North         East    Units  Estimated Accuracy
 EW1055;SPC CA 5     -   561,170.    1,985,740.      MT  (+/- 180 meters Scaled)
 EW1055
 EW1055                          SUPERSEDED SURVEY CONTROL
 EW1055
 EW1055  NGVD 29 (??/??/92)  121.257  (m)          397.82   (f) ADJ UNCH    1 1
 EW1055
 EW1055.Superseded values are not recommended for survey control.
 EW1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1055.See file dsdata.txt to determine how the superseded data were derived.
 EW1055
 EW1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT934684(NAD 83)
 EW1055_MARKER: DD = SURVEY DISK
 EW1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1055_SP_SET: CATCH BASIN
 EW1055_STAMPING: BM 31-15 A 1961 5869
 EW1055_MARK LOGO: CA-037
 EW1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1055
 EW1055  HISTORY     - Date     Condition        Report By
 EW1055  HISTORY     - 1961     MONUMENTED       CA-037
 EW1055  HISTORY     - 1965     GOOD             CA-037
 EW1055  HISTORY     - 1987     GOOD             NGS
 EW1055
 EW1055                          STATION DESCRIPTION
 EW1055
 EW1055'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW1055'1.7 MI NE FROM MONTEREY PARK.
 EW1055'MONTEREY PARK, 1.7 MI NE OF THE LONG BEACH-POMONA FREEWAY
 EW1055'INTERCHANGE, MONTEREY PASS ROAD, ON THE NORTH SIDE NEAR THE
 EW1055'MIDDLE OF A CURVE ABOUT 0.80 MILES NORTHEAST OF FLORAL DRIVE,
 EW1055'66.0 FEET SOUTHEASTERLY OF POWER POLE NO. 1 350 220E, 61.0
 EW1055'FEET NORTHWESTERLY OF TELEPHONE POLE NO. 129, 35.0 FEET
 EW1055'NORTHEAST OF THE CENTER OF THE ROAD AND 2.7 FEET NORTHWEST OF
 EW1055'THE SOUTHWESTERLY PROJECTION OF THE NORTHWEST SIDE OF BULDING
 EW1055'NO. 736, SET IN THE SOUTHEAST END OF CONCRETE CULVERT 1.0 FOOT
 EW1055'NORTHEAST OF THE NORTHEAST CURB.
 EW1055
 EW1055                          STATION RECOVERY (1987)
 EW1055
 EW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW1055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM (0.85
 EW1055'MI) SOUTHWEST ALONG MONTEREY PASS ROAD FROM THE JUNCTION OF GARVEY
 EW1055'AVENUE IN MONTEREY PARK, IN TOP OF THE WEST CORNER OF A CATCH BASIN,
 EW1055'10.7 M (35.1 FT) SOUTHEAST OF THE ROAD CENTERLINE, 4.9 M (16.1 FT)
 EW1055'SOUTHWEST OF THE SOUTHWEST EDGE OF A DRIVEWAY, 0.9 M (3.0 FT)
 EW1055'NORTHEAST OF THE PROLONGATION OF THE NORTHEAST WALL OF A BUILDING
 EW1055'NUMBERED 736, 0.3 M (1.0 FT) SOUTHEAST OF THE WEST CORNER OF THE
 EW1055'CATCH BASIN.
 EW1055'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1056 ***********************************************************************
 EW1056  DESIGNATION -  31 16 B LA CO
 EW1056  PID         -  EW1056
 EW1056  STATE/COUNTY-  CA/LOS ANGELES
 EW1056  USGS QUAD   -  LOS ANGELES (1994)
 EW1056
 EW1056                         *CURRENT SURVEY CONTROL
 EW1056  ___________________________________________________________________
 EW1056* NAD 83(1986)-  34 03 28.     (N)    118 08 40.     (W)     SCALED    
 EW1056* NAVD 88     -       126.87   (+/-2cm)     416.2    (feet)  VERTCON   
 EW1056  ___________________________________________________________________
 EW1056  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW1056  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1056
 EW1056.The horizontal coordinates were scaled from a topographic map and have
 EW1056.an estimated accuracy of +/- 6 seconds.
 EW1056
 EW1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1056.The vertical order pertains to the NGVD 29 superseded value.
 EW1056
 EW1056.The geoid height was determined by GEOID03.
 EW1056
 EW1056;                    North         East    Units  Estimated Accuracy
 EW1056;SPC CA 5     -   561,880.    1,986,670.      MT  (+/- 180 meters Scaled)
 EW1056
 EW1056                          SUPERSEDED SURVEY CONTROL
 EW1056
 EW1056  NGVD 29 (??/??/92)  126.118  (m)          413.77   (f) ADJ UNCH    1 1
 EW1056
 EW1056.Superseded values are not recommended for survey control.
 EW1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1056.See file dsdata.txt to determine how the superseded data were derived.
 EW1056
 EW1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943691(NAD 83)
 EW1056_MARKER: S = SPIKE
 EW1056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1056_SP_SET: RETAINING WALL
 EW1056_STAMPING: BM
 EW1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1056
 EW1056  HISTORY     - Date     Condition        Report By
 EW1056  HISTORY     - UNK      MONUMENTED       CA-037
 EW1056  HISTORY     - 1970     GOOD             CA-037
 EW1056
 EW1056                          STATION DESCRIPTION
 EW1056
 EW1056'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1056'1 MI W FROM MONTEREY PARK.
 EW1056'1.05 MI W OF CITY HALL AT MONTEREY PARK, MONTEREY PASS RD AT
 EW1056'FREMONT AVE AT THE MOST WESTERLY END OF A PLANTER (WITH CONCRETE
 EW1056'WALLS ABOUT 18 INCHES HIGH) IN A TRAFFIC ISLAND AT THE
 EW1056'INTERSECTION OF MONTEREY PASS RD AND FREMONT AVE 45.3 FT N FROM
 EW1056'THE CENTERLINE OF MONTEREY PASS RD, 31.5 FT E FROM THE MOST W END
 EW1056'OF THE CONCRETE CURB AROUND THE TRAFFIC ISLAND, 98.8 FT E FROM
 EW1056'PP 1676499E, 55.5 FT W FROM THE MOST E END OF THE PLANTING AREA,
 EW1056'64.5 FT SW FROM PP 1676499E (ON THE N SIDE OF FREMONT AVE
 EW1056'WESTBOUND) ABOUT 5 FT N OF THE N CURB OF MONTEREY PASS RD AND
 EW1056'24 INCHES ABOVE THE ROADWAY.  FLUSH IN THE TOP OF A 12-INCH
 EW1056'CONCRETE RETAINING WALL AROUND A PLANTING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1057 ***********************************************************************
 EW1057  DESIGNATION -  31 17
 EW1057  PID         -  EW1057
 EW1057  STATE/COUNTY-  CA/LOS ANGELES
 EW1057  USGS QUAD   -  LOS ANGELES (1994)
 EW1057
 EW1057                         *CURRENT SURVEY CONTROL
 EW1057  ___________________________________________________________________
 EW1057* NAD 83(1986)-  34 03 43.     (N)    118 08 00.     (W)     SCALED    
 EW1057* NAVD 88     -       116.450  (meters)     382.05   (feet)  ADJUSTED  
 EW1057  ___________________________________________________________________
 EW1057  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW1057  DYNAMIC HT  -         116.326 (meters)     381.65  (feet)  COMP
 EW1057  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 EW1057
 EW1057  VERT ORDER  -  FIRST     CLASS I
 EW1057
 EW1057.The horizontal coordinates were scaled from a topographic map and have
 EW1057.an estimated accuracy of +/- 6 seconds.
 EW1057
 EW1057.The orthometric height was determined by differential leveling
 EW1057.and adjusted in June 1991.
 EW1057
 EW1057.The geoid height was determined by GEOID03.
 EW1057
 EW1057.The dynamic height is computed by dividing the NAVD 88
 EW1057.geopotential number by the normal gravity value computed on the
 EW1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1057.degrees latitude (g = 980.6199 gals.).
 EW1057
 EW1057.The modeled gravity was interpolated from observed gravity values.
 EW1057
 EW1057;                    North         East    Units  Estimated Accuracy
 EW1057;SPC CA 5     -   562,340.    1,987,690.      MT  (+/- 180 meters Scaled)
 EW1057
 EW1057                          SUPERSEDED SURVEY CONTROL
 EW1057
 EW1057.No superseded survey control is available for this station.
 EW1057
 EW1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT954696(NAD 83)
 EW1057_MARKER: DD = SURVEY DISK
 EW1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1057_SP_SET: CONCRETE POST
 EW1057_STAMPING: BM 31-17 1953 63
 EW1057_MARK LOGO: CA-037
 EW1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1057+STABILITY: SURFACE MOTION
 EW1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1057+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1989
 EW1057
 EW1057  HISTORY     - Date     Condition        Report By
 EW1057  HISTORY     - 1953     MONUMENTED       CA-037
 EW1057  HISTORY     - 1965     GOOD             CA-037
 EW1057  HISTORY     - 1987     GOOD             NGS
 EW1057  HISTORY     - 19890515 GOOD             NGS
 EW1057
 EW1057                          STATION DESCRIPTION
 EW1057
 EW1057'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW1057'0.5 MI NW FROM MONTEREY PARK.
 EW1057'GARVEY AVENUE AND ATLANTIC BOULEVARD, AT THE SOUTHEAST CORNER,
 EW1057'142.8 FEET EAST OF THE EAST CURB LINE OF ATLANTIC AVENUE AND
 EW1057'1.8 FEET SOUTH OF THE SOUTH CURB LINE OF GARVEY AVENUE, SET
 EW1057'ABOUT 11 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A
 EW1057'CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 EW1057
 EW1057                          STATION RECOVERY (1987)
 EW1057
 EW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW1057'THE MARK IS 0.3 M BELOW THE AVENUE.
 EW1057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 EW1057'MI) EAST ALONG GARVEY AVENUE FROM THE JUNCTION OF MONTEREY PASS ROAD
 EW1057'IN MONTEREY PARK, 53.9 M (176.8 FT) EAST OF THE CENTERLINE OF
 EW1057'ATLANTIC BOULEVARD, 12.2 M (40.0 FT) SOUTH OF THE AVENUE CENTERLINE,
 EW1057'0.3 M (1.0 FT) SOUTH OF THE SOUTH CURB, 0.3 M (1.0 FT) EAST OF THE
 EW1057'EAST EDGE OF THE EASTMOST 1 OF 2 DRIVEWAYS TO A CHEVRON STATION.
 EW1057'NOTE--THE MARK IS 0.3 M (1.0 FT) BELOW GROUND AND MAY BY ACCESSED
 EW1057'THROUGH A 12-INCH DIAMETER ROUND IRON LID.
 EW1057
 EW1057                          STATION RECOVERY (1989)
 EW1057
 EW1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MONTEREY
 EW1057'PARK AT THE INTERSECTION OF GARVEY AVE AND ATLANTIC BLVD INSIDE AN
 EW1057'8-INCH IRON PIPE AND 0.3M(0.1FT) BELOW A CAST IRON COVER MARKED
 EW1057'COUNTY SURVEYOR MONUMENT 53.7M(176.2FT) E OF THE CENTER OF THE BLVD
 EW1057'6.6M(21.7FT) S OF THE CENTERLINE OF THE EAST BOUND LANES OF THE AVE
 EW1057'3.4M(11.2FT) N OF THE NORTH END OF A CINDER BLOCK WALL 2.8M(9.2FT)
 EW1057'WNW OF THE CENTER OF A 3-FOOT DIAMETER MANHOLE MARKED BELLSYSTEM
 EW1057'0.2M(0.7FT) ABOVE THE AVE SURFACE NOTE THE DESIGNATION USED IN 1987
 EW1057'LEVELING WAS CY 6713 LA CO NOTE THE STAMPING ON THIS MARK IS BM 31-17
 EW1057'1953 63 AND HAS BEEN IDENTIFIED AS 31 17 ON 1989 SUMMARY L 25086/2 AS
 EW1057'31 17 WITH ARCHIVE NUMBER EW1057.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0978 ***********************************************************************
 EW0978  DESIGNATION -  31 18 LA CO
 EW0978  PID         -  EW0978
 EW0978  STATE/COUNTY-  CA/LOS ANGELES
 EW0978  USGS QUAD   -  EL MONTE (1994)
 EW0978
 EW0978                         *CURRENT SURVEY CONTROL
 EW0978  ___________________________________________________________________
 EW0978* NAD 83(1986)-  34 03 46.     (N)    118 07 22.     (W)     SCALED    
 EW0978* NAVD 88     -       116.41   (+/-2cm)     381.9    (feet)  VERTCON   
 EW0978  ___________________________________________________________________
 EW0978  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW0978  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0978
 EW0978.The horizontal coordinates were scaled from a topographic map and have
 EW0978.an estimated accuracy of +/- 6 seconds.
 EW0978
 EW0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0978.The vertical order pertains to the NGVD 29 superseded value.
 EW0978
 EW0978.The geoid height was determined by GEOID03.
 EW0978
 EW0978;                    North         East    Units  Estimated Accuracy
 EW0978;SPC CA 5     -   562,430.    1,988,670.      MT  (+/- 180 meters Scaled)
 EW0978
 EW0978                          SUPERSEDED SURVEY CONTROL
 EW0978
 EW0978  NGVD 29 (??/??/92)  115.671  (m)          379.50   (f) ADJ UNCH    1 1
 EW0978
 EW0978.Superseded values are not recommended for survey control.
 EW0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0978.See file dsdata.txt to determine how the superseded data were derived.
 EW0978
 EW0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT963696(NAD 83)
 EW0978_MARKER: P = PIPE CAP
 EW0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0978_SP_SET: SIDEWALK
 EW0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0978
 EW0978  HISTORY     - Date     Condition        Report By
 EW0978  HISTORY     - UNK      MONUMENTED       CA-037
 EW0978  HISTORY     - 1965     GOOD             CA-037
 EW0978
 EW0978                          STATION DESCRIPTION
 EW0978
 EW0978'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0978'0.3 MI NE FROM MONTEREY PARK.
 EW0978'GARVEY AVENUE AND GARFIELD AVENUE, AT THE NORTHWEST CORNER, 11.0
 EW0978'FEET WEST OF THE WEST CURB LINE OF GARFIELD AVENUE, 1.6 FEET
 EW0978'SOUTHEAST OF STREET LIGHT POST NO. 30 AND 1.3 FEET NORTH OF THE
 EW0978'NORTH CURB LINE OF GARVEY AVENUE, SET FLUSH WITH THE SURFACE OF
 EW0978'THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0979 ***********************************************************************
 EW0979  DESIGNATION -  31 19
 EW0979  PID         -  EW0979
 EW0979  STATE/COUNTY-  CA/LOS ANGELES
 EW0979  USGS QUAD   -  EL MONTE (1994)
 EW0979
 EW0979                         *CURRENT SURVEY CONTROL
 EW0979  ___________________________________________________________________
 EW0979* NAD 83(1986)-  34 03 57.     (N)    118 07 03.     (W)     SCALED    
 EW0979* NAVD 88     -       116.846  (meters)     383.35   (feet)  ADJUSTED  
 EW0979  ___________________________________________________________________
 EW0979  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW0979  DYNAMIC HT  -         116.721 (meters)     382.94  (feet)  COMP
 EW0979  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 EW0979
 EW0979  VERT ORDER  -  FIRST     CLASS I
 EW0979
 EW0979.The horizontal coordinates were scaled from a topographic map and have
 EW0979.an estimated accuracy of +/- 6 seconds.
 EW0979
 EW0979.The orthometric height was determined by differential leveling
 EW0979.and adjusted in February 1997.
 EW0979
 EW0979.The geoid height was determined by GEOID03.
 EW0979
 EW0979.The dynamic height is computed by dividing the NAVD 88
 EW0979.geopotential number by the normal gravity value computed on the
 EW0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0979.degrees latitude (g = 980.6199 gals.).
 EW0979
 EW0979.The modeled gravity was interpolated from observed gravity values.
 EW0979
 EW0979;                    North         East    Units  Estimated Accuracy
 EW0979;SPC CA 5     -   562,770.    1,989,150.      MT  (+/- 180 meters Scaled)
 EW0979
 EW0979                          SUPERSEDED SURVEY CONTROL
 EW0979
 EW0979  NAVD 88 (06/15/91)  116.852  (m)          383.37   (f) UNKNOWN     1 1
 EW0979
 EW0979.Superseded values are not recommended for survey control.
 EW0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0979.See file dsdata.txt to determine how the superseded data were derived.
 EW0979
 EW0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT968700(NAD 83)
 EW0979_MARKER: DD = SURVEY DISK
 EW0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0979_SP_SET: CONCRETE POST
 EW0979_STAMPING: 31-19 1953
 EW0979_MARK LOGO: CA-037
 EW0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0979+STABILITY: SURFACE MOTION
 EW0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW0979+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 EW0979
 EW0979  HISTORY     - Date     Condition        Report By
 EW0979  HISTORY     - 1953     MONUMENTED       CA-037
 EW0979  HISTORY     - 1965     GOOD             CA-037
 EW0979  HISTORY     - 1987     GOOD             NGS
 EW0979  HISTORY     - 19890515 GOOD             NGS
 EW0979  HISTORY     - 19950504 GOOD             MWDSC
 EW0979
 EW0979                          STATION DESCRIPTION
 EW0979
 EW0979'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0979'0.7 MI NE FROM MONTEREY PARK.
 EW0979'EMERSON AVENUE AND ALHAMBRA AVENUE, AT THE SOUTHEAST CORNER,
 EW0979'31.0 FEET SOUTH OF THE CENTERLINE OF EMERSON AVENUE AND 29.0
 EW0979'FEET EAST OF THE CENTERLINE OF ALHAMBRA AVENUE AT THE STREET
 EW0979'EDGE OF THE CONCRETE SIDEWALK, SET ABOUT 11 INCHES BELOW THE
 EW0979'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EW0979'COUNTY SURVEYOR MONUMENT.
 EW0979
 EW0979                          STATION RECOVERY (1987)
 EW0979
 EW0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW0979'THE MARK IS 0.3 M BELOW EMERSON PLACE.
 EW0979'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 EW0979'MI) NORTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF GARVEY
 EW0979'AVENUE IN ROSEMEAD, THENCE 2.4 KM (1.50 MI) WEST ALONG EMERSON
 EW0979'AVENUE, 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF EMERSON AVENUE,
 EW0979'8.8 M (28.9 FT) EAST OF THE CENTERLINE OF ALHAMBRA AVENUE, 0.9 M (3.0
 EW0979'FT) NORTHEAST OF A STOP SIGN.  NOTE--THE MARK IS 0.3 M (1.0 FT) BELOW
 EW0979'GROUND AND MAY BE ACCESSED THROUGH A 12-INCH DIAMETER ROUND IRON LID.
 EW0979
 EW0979                          STATION RECOVERY (1989)
 EW0979
 EW0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW0979'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MONTEREY
 EW0979'PARK AT THE INTERSECTION OF EMERSON AVE AND ALHAMBRA AVE SET INSIDE
 EW0979'AN 8-INCH IRON PIPE AND 0.3M(1.0FT) BELOW A CAST IRON COVER MARKED
 EW0979'COUNTY SURVEYOR MONUMENT 9.6M(31.5FT) S OF THE CENTERLINE OF EMERSON
 EW0979'AVE 8.8M(28.9FT) E OF THE CENTERLINE OF ALHAMBRA AVE 6.6M(21.7FT) NW
 EW0979'OF THE NORTHWEST CORNER OF APARTMENT BUILDING AT 400 E. EMERSON AVE
 EW0979'AND 5.1M(16.7FT) SW OF THE CENTER OF A METAL MANHOLE COVER MARKED
 EW0979'LALCFCD NOTE THE DESIGNATION USED IN 1987 LEVELING WAS CY 6710 LA CO
 EW0979'NOTE THERE APPEARS TO HAVE BEEN A MISS IDENTIFACATION OF THIS MARK
 EW0979'THE MARK IS STAMPED BM 31-191953 63 AND IS IDENTIFIED AS 31 19 ON
 EW0979'SUMMARY 1989 L 25086/2 WITH ARCHIVE NUMBER EW 0979.
 EW0979
 EW0979                          STATION RECOVERY (1995)
 EW0979
 EW0979'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 EW0979'RECOVERED AS DESCRIBED.  REF MWD FB 2507 03 075.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2037 ***********************************************************************
 DY2037  DESIGNATION -  31 2 LA CO
 DY2037  PID         -  DY2037
 DY2037  STATE/COUNTY-  CA/LOS ANGELES
 DY2037  USGS QUAD   -  SOUTH GATE (1981)
 DY2037
 DY2037                         *CURRENT SURVEY CONTROL
 DY2037  ___________________________________________________________________
 DY2037* NAD 83(1986)-  33 59 40.     (N)    118 10 48.     (W)     SCALED    
 DY2037* NAVD 88     -        47.60   (+/-2cm)     156.2    (feet)  VERTCON   
 DY2037  ___________________________________________________________________
 DY2037  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DY2037  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2037
 DY2037.The horizontal coordinates were scaled from a topographic map and have
 DY2037.an estimated accuracy of +/- 6 seconds.
 DY2037
 DY2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2037.The vertical order pertains to the NGVD 29 superseded value.
 DY2037
 DY2037.The geoid height was determined by GEOID03.
 DY2037
 DY2037;                    North         East    Units  Estimated Accuracy
 DY2037;SPC CA 5     -   554,860.    1,983,370.      MT  (+/- 180 meters Scaled)
 DY2037
 DY2037                          SUPERSEDED SURVEY CONTROL
 DY2037
 DY2037  NGVD 29 (??/??/92)   46.855  (m)          153.72   (f) ADJ UNCH    1 1
 DY2037
 DY2037.Superseded values are not recommended for survey control.
 DY2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2037.See file dsdata.txt to determine how the superseded data were derived.
 DY2037
 DY2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT910621(NAD 83)
 DY2037_MARKER: S = SPIKE
 DY2037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2037_SP_SET: CONCRETE BASE
 DY2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2037
 DY2037  HISTORY     - Date     Condition        Report By
 DY2037  HISTORY     - UNK      MONUMENTED       CA-037
 DY2037  HISTORY     - 1965     GOOD             CA-037
 DY2037
 DY2037                          STATION DESCRIPTION
 DY2037
 DY2037'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 DY2037'0.7 MI NE FROM BELL.
 DY2037'ON THE NORTHERLY SIDE OF THE LOS ANGELES RIVER ABOUT 500 FEET
 DY2037'SOUTHEASTERLY OF ATLANTIC BOULEVARD AT POWER LINE TOWER NO.
 DY2037'H-129, SET IN THE CONCRETE BASE AT THE CENTER OF THE WEST SIDE
 DY2037'OF THE TOWER.  BELL, 0.7 MI NE OF THE MAYWOOD CITY HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0980 ***********************************************************************
 EW0980  DESIGNATION -  31 20 A
 EW0980  PID         -  EW0980
 EW0980  STATE/COUNTY-  CA/LOS ANGELES
 EW0980  USGS QUAD   -  EL MONTE (1994)
 EW0980
 EW0980                         *CURRENT SURVEY CONTROL
 EW0980  ___________________________________________________________________
 EW0980* NAD 83(1986)-  34 03 59.     (N)    118 06 23.     (W)     SCALED    
 EW0980* NAVD 88     -       106.87   (+/-2cm)     350.6    (feet)  VERTCON   
 EW0980  ___________________________________________________________________
 EW0980  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EW0980  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0980
 EW0980.The horizontal coordinates were scaled from a topographic map and have
 EW0980.an estimated accuracy of +/- 6 seconds.
 EW0980
 EW0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0980.The vertical order pertains to the NGVD 29 superseded value.
 EW0980
 EW0980.The geoid height was determined by GEOID03.
 EW0980
 EW0980;                    North         East    Units  Estimated Accuracy
 EW0980;SPC CA 5     -   562,830.    1,990,180.      MT  (+/- 180 meters Scaled)
 EW0980
 EW0980                          SUPERSEDED SURVEY CONTROL
 EW0980
 EW0980  NGVD 29 (??/??/92)  106.143  (m)          348.24   (f) ADJ UNCH    1 1
 EW0980
 EW0980.Superseded values are not recommended for survey control.
 EW0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0980.See file dsdata.txt to determine how the superseded data were derived.
 EW0980
 EW0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT979700(NAD 83)
 EW0980_MARKER: DD = SURVEY DISK
 EW0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0980_SP_SET: CATCH BASIN
 EW0980_STAMPING: BM 31-20 A 1961 5869
 EW0980_MARK LOGO: CA-037
 EW0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0980
 EW0980  HISTORY     - Date     Condition        Report By
 EW0980  HISTORY     - UNK      MONUMENTED       CA-037
 EW0980  HISTORY     - 1965     GOOD             CA-037
 EW0980  HISTORY     - 1987     GOOD             NGS
 EW0980
 EW0980                          STATION DESCRIPTION
 EW0980
 EW0980'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0980'0.4 MI W FROM SOUTH SAN GABRIEL.
 EW0980'STEVENS AVENUE AND EMERSON PLACE, AT THE NORTHEAST CORNER, 43.0
 EW0980'FEET NORTH OF THE CENTERLINE OF EMERSON PLACE, 15.0 FEET EAST
 EW0980'OF THE CENTERLINE OF STEVENS AVENUE, SET IN THE NORTH EDGE OF THE
 EW0980'CONCRETE CULVERT, 1.0 FOOT EAST OF THE CURB.
 EW0980
 EW0980                          STATION RECOVERY (1987)
 EW0980
 EW0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW0980'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 EW0980'MI) NORTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF GARVEY
 EW0980'AVENUE IN ROSEMEAD, THENCE 1.5 KM (0.95 MI) WEST ALONG EMERSON
 EW0980'AVENUE, IN TOP OF THE NORTHWEST CORNER OF A CATCH BASIN, 13.1 M (43.0
 EW0980'FT) NORTH OF THE CENTERLINE OF EMERSON AVENUE, 4.6 M (15.1 FT) EAST
 EW0980'OF THE CENTERLINE OF STEVENS AVENUE, 0.3 M (1.0 FT) EAST OF THE
 EW0980'NORTHWEST CORNER OF A CATCH BASIN.
 EW0980'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0981 ***********************************************************************
 EW0981  DESIGNATION -  31 20 B LA CO
 EW0981  PID         -  EW0981
 EW0981  STATE/COUNTY-  CA/LOS ANGELES
 EW0981  USGS QUAD   -  EL MONTE (1994)
 EW0981
 EW0981                         *CURRENT SURVEY CONTROL
 EW0981  ___________________________________________________________________
 EW0981* NAD 83(1986)-  34 03 58.     (N)    118 05 57.     (W)     SCALED    
 EW0981* NAVD 88     -        93.35   (+/-2cm)     306.3    (feet)  VERTCON   
 EW0981  ___________________________________________________________________
 EW0981  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW0981  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0981
 EW0981.The horizontal coordinates were scaled from a topographic map and have
 EW0981.an estimated accuracy of +/- 6 seconds.
 EW0981
 EW0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0981.The vertical order pertains to the NGVD 29 superseded value.
 EW0981
 EW0981.The geoid height was determined by GEOID03.
 EW0981
 EW0981;                    North         East    Units  Estimated Accuracy
 EW0981;SPC CA 5     -   562,800.    1,990,850.      MT  (+/- 180 meters Scaled)
 EW0981
 EW0981                          SUPERSEDED SURVEY CONTROL
 EW0981
 EW0981  NGVD 29 (??/??/92)   92.626  (m)          303.89   (f) ADJ UNCH    1 1
 EW0981
 EW0981.Superseded values are not recommended for survey control.
 EW0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0981.See file dsdata.txt to determine how the superseded data were derived.
 EW0981
 EW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT985700(NAD 83)
 EW0981_MARKER: S = SPIKE
 EW0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0981_SP_SET: CURB
 EW0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0981
 EW0981  HISTORY     - Date     Condition        Report By
 EW0981  HISTORY     - UNK      MONUMENTED       CA-037
 EW0981  HISTORY     - 1965     GOOD             CA-037
 EW0981
 EW0981                          STATION DESCRIPTION
 EW0981
 EW0981'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0981'AT SOUTH SAN GABRIEL.
 EW0981'DEL MAR AVENUE AND EMERSON PLACE, AT THE NORTHEAST CORNER, SET
 EW0981'IN THE EAST CURB OF DEL MAR AVENUE 21.5 FEET NORTH OF THE NORTH
 EW0981'END OF THE CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0982 ***********************************************************************
 EW0982  DESIGNATION -  31 21 A
 EW0982  PID         -  EW0982
 EW0982  STATE/COUNTY-  CA/LOS ANGELES
 EW0982  USGS QUAD   -  EL MONTE (1994)
 EW0982
 EW0982                         *CURRENT SURVEY CONTROL
 EW0982  ___________________________________________________________________
 EW0982* NAD 83(1986)-  34 03 58.     (N)    118 05 58.     (W)     SCALED    
 EW0982* NAVD 88     -        92.795  (meters)     304.44   (feet)  ADJUSTED  
 EW0982  ___________________________________________________________________
 EW0982  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW0982  DYNAMIC HT  -          92.696 (meters)     304.12  (feet)  COMP
 EW0982  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 EW0982
 EW0982  VERT ORDER  -  FIRST     CLASS I
 EW0982
 EW0982.The horizontal coordinates were scaled from a topographic map and have
 EW0982.an estimated accuracy of +/- 6 seconds.
 EW0982
 EW0982.The orthometric height was determined by differential leveling
 EW0982.and adjusted in June 1991.
 EW0982
 EW0982.The geoid height was determined by GEOID03.
 EW0982
 EW0982.The dynamic height is computed by dividing the NAVD 88
 EW0982.geopotential number by the normal gravity value computed on the
 EW0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0982.degrees latitude (g = 980.6199 gals.).
 EW0982
 EW0982.The modeled gravity was interpolated from observed gravity values.
 EW0982
 EW0982;                    North         East    Units  Estimated Accuracy
 EW0982;SPC CA 5     -   562,800.    1,990,820.      MT  (+/- 180 meters Scaled)
 EW0982
 EW0982                          SUPERSEDED SURVEY CONTROL
 EW0982
 EW0982.No superseded survey control is available for this station.
 EW0982
 EW0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT985700(NAD 83)
 EW0982_MARKER: DD = SURVEY DISK
 EW0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0982_SP_SET: CONCRETE POST
 EW0982_STAMPING: BM 31 21 A RE 5869
 EW0982_MARK LOGO: CA-037
 EW0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0982+STABILITY: SURFACE MOTION
 EW0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW0982+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 EW0982
 EW0982  HISTORY     - Date     Condition        Report By
 EW0982  HISTORY     - 1965     MONUMENTED       CA-037
 EW0982  HISTORY     - 1965     GOOD             CA-037
 EW0982  HISTORY     - 1987     GOOD             NGS
 EW0982  HISTORY     - 19890515 GOOD             NGS
 EW0982  HISTORY     - 19950504 GOOD             MWDSC
 EW0982
 EW0982                          STATION DESCRIPTION
 EW0982
 EW0982'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0982'AT SOUTH SAN GABRIEL.
 EW0982'EMERSON PLACE AND WILSON WAY, AT THE CENTERLINE INTERSECTION, SET
 EW0982'ABOUT 9 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A
 EW0982'CAST IRON COVER MARKED COUNTY ENGINEER MONUMENT.
 EW0982
 EW0982                          STATION RECOVERY (1987)
 EW0982
 EW0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW0982'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 EW0982'MI) NORTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF GARVEY
 EW0982'AVENUE IN ROSEMEAD, THENCE 0.7 KM (0.45 MI) WEST ALONG EMERSON
 EW0982'AVENUE, DIRECTLY UNDER THE CENTERLINE OF EMERSON AVENUE, IN CENTER OF
 EW0982'THE T-JUNCTION OF WILSON WAY, ON THE EXTENDED CENTERLINE OF WILSON
 EW0982'WAY.  NOTE--THE MARK IS 0.3 M (1.0 FT) BELOW GROUND AND MAY BE
 EW0982'ACCESSED THROUGH A 12-INCH DIAMETER ROUND IRON LID.
 EW0982
 EW0982                          STATION RECOVERY (1989)
 EW0982
 EW0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW0982'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EW0982'IN ROSEMEAD IN THE CENTER OF THE INTERSECTION OF EMERSON AVE AND
 EW0982'WILSON WAY SET INSIDE AN 8-INCH IRON PIPE AND 0.3M(1.0FT) BELOW A
 EW0982'CAST IRON COVER MARKED COUNTY ENGINEER MONUMENT 5.9M(19.4FT) S OF A
 EW0982'UTILITY POLE NOTE THE DESIGNATION USED IN 1987 LEVELING WAS CY 6232
 EW0982'LA CO NOTE THIS MARK HAS NO STAMPING I ASSUME THERE HAS BEEN A
 EW0982'MISIDENTIFICATION OF THIS MARK OR IT HAS BEEN RESET.
 EW0982
 EW0982                          STATION RECOVERY (1995)
 EW0982
 EW0982'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 EW0982'RECOVERED AS DESCRIBED.  REF MWD FB 2507 03 000.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0985 ***********************************************************************
 EW0985  DESIGNATION -  31 22 LA CO
 EW0985  PID         -  EW0985
 EW0985  STATE/COUNTY-  CA/LOS ANGELES
 EW0985  USGS QUAD   -  EL MONTE (1994)
 EW0985
 EW0985                         *CURRENT SURVEY CONTROL
 EW0985  ___________________________________________________________________
 EW0985* NAD 83(1986)-  34 04 01.     (N)    118 05 44.     (W)     SCALED    
 EW0985* NAVD 88     -        91.47   (+/-2cm)     300.1    (feet)  VERTCON   
 EW0985  ___________________________________________________________________
 EW0985  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW0985  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0985
 EW0985.The horizontal coordinates were scaled from a topographic map and have
 EW0985.an estimated accuracy of +/- 6 seconds.
 EW0985
 EW0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0985.The vertical order pertains to the NGVD 29 superseded value.
 EW0985
 EW0985.The geoid height was determined by GEOID03.
 EW0985
 EW0985;                    North         East    Units  Estimated Accuracy
 EW0985;SPC CA 5     -   562,890.    1,991,180.      MT  (+/- 180 meters Scaled)
 EW0985
 EW0985                          SUPERSEDED SURVEY CONTROL
 EW0985
 EW0985  NGVD 29 (??/??/92)   90.753  (m)          297.75   (f) ADJ UNCH    1 1
 EW0985
 EW0985.Superseded values are not recommended for survey control.
 EW0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0985.See file dsdata.txt to determine how the superseded data were derived.
 EW0985
 EW0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT989701(NAD 83)
 EW0985_MARKER: P = PIPE CAP
 EW0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0985_SP_SET: WALK
 EW0985_STAMPING: N 767.03 E 1000 ELEV 299.110 2177
 EW0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0985
 EW0985  HISTORY     - Date     Condition        Report By
 EW0985  HISTORY     - UNK      MONUMENTED       CA-037
 EW0985  HISTORY     - 1965     GOOD             CA-037
 EW0985
 EW0985                          STATION DESCRIPTION
 EW0985
 EW0985'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0985'0.1 MI E FROM SOUTH SAN GABRIEL.
 EW0985'AT THE GARVEY MEMORIAL RECREATION CENTER, 7933 EMERSON PLACE,
 EW0985'ABOUT 330 FEET WEST OF KELBURN AVENUE AND 97.2 FEET NORTH OF
 EW0985'THE CENTERLINE OF EMERSON PLACE, SET FLUSH IN THE CENTER OF THE
 EW0985'SOUTH ENTRANCE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0986 ***********************************************************************
 EW0986  DESIGNATION -  31 23 LA CO
 EW0986  PID         -  EW0986
 EW0986  STATE/COUNTY-  CA/LOS ANGELES
 EW0986  USGS QUAD   -  EL MONTE (1994)
 EW0986
 EW0986                         *CURRENT SURVEY CONTROL
 EW0986  ___________________________________________________________________
 EW0986* NAD 83(1986)-  34 04 01.     (N)    118 05 46.     (W)     SCALED    
 EW0986* NAVD 88     -        92.49   (+/-2cm)     303.4    (feet)  VERTCON   
 EW0986  ___________________________________________________________________
 EW0986  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW0986  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0986
 EW0986.The horizontal coordinates were scaled from a topographic map and have
 EW0986.an estimated accuracy of +/- 6 seconds.
 EW0986
 EW0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0986.The vertical order pertains to the NGVD 29 superseded value.
 EW0986
 EW0986.The geoid height was determined by GEOID03.
 EW0986
 EW0986;                    North         East    Units  Estimated Accuracy
 EW0986;SPC CA 5     -   562,890.    1,991,130.      MT  (+/- 180 meters Scaled)
 EW0986
 EW0986                          SUPERSEDED SURVEY CONTROL
 EW0986
 EW0986  NGVD 29 (??/??/92)   91.772  (m)          301.09   (f) ADJ UNCH    1 1
 EW0986
 EW0986.Superseded values are not recommended for survey control.
 EW0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0986.See file dsdata.txt to determine how the superseded data were derived.
 EW0986
 EW0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT988701(NAD 83)
 EW0986_MARKER: P = PIPE CAP
 EW0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0986_SP_SET: WALK
 EW0986_STAMPING: N 1000 E 1000 ELEV 302.427 2177
 EW0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0986
 EW0986  HISTORY     - Date     Condition        Report By
 EW0986  HISTORY     - UNK      MONUMENTED       CA-037
 EW0986  HISTORY     - 1965     GOOD             CA-037
 EW0986
 EW0986                          STATION DESCRIPTION
 EW0986
 EW0986'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0986'0.1 MI E FROM SOUTH SAN GABRIEL.
 EW0986'AT THE GARVEY MEMORIAL RECREATION CENTER, 7933 EMERSON PLACE,
 EW0986'ABOUT 330 FEET WEST OF KEBURN AVENUE AND 330.2 FEET NORTH OF THE
 EW0986'CENTERLINE OF EMERSON PLACE, SET FLUSH IN THE CENTER OF THE
 EW0986'SOUTH ENTRANCE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0984 ***********************************************************************
 EW0984  DESIGNATION -  31 24 LA CO
 EW0984  PID         -  EW0984
 EW0984  STATE/COUNTY-  CA/LOS ANGELES
 EW0984  USGS QUAD   -  EL MONTE (1994)
 EW0984
 EW0984                         *CURRENT SURVEY CONTROL
 EW0984  ___________________________________________________________________
 EW0984* NAD 83(1986)-  34 03 57.     (N)    118 05 25.     (W)     SCALED    
 EW0984* NAVD 88     -        85.63   (+/-2cm)     280.9    (feet)  VERTCON   
 EW0984  ___________________________________________________________________
 EW0984  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW0984  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0984
 EW0984.The horizontal coordinates were scaled from a topographic map and have
 EW0984.an estimated accuracy of +/- 6 seconds.
 EW0984
 EW0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0984.The vertical order pertains to the NGVD 29 superseded value.
 EW0984
 EW0984.The geoid height was determined by GEOID03.
 EW0984
 EW0984;                    North         East    Units  Estimated Accuracy
 EW0984;SPC CA 5     -   562,770.    1,991,670.      MT  (+/- 180 meters Scaled)
 EW0984
 EW0984                          SUPERSEDED SURVEY CONTROL
 EW0984
 EW0984  NGVD 29 (??/??/92)   84.911  (m)          278.58   (f) ADJ UNCH    1 1
 EW0984
 EW0984.Superseded values are not recommended for survey control.
 EW0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0984.See file dsdata.txt to determine how the superseded data were derived.
 EW0984
 EW0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT993699(NAD 83)
 EW0984_MARKER: Z = SEE DESCRIPTION
 EW0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0984_STAMPING: RE 63
 EW0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0984+STABILITY: SURFACE MOTION
 EW0984
 EW0984  HISTORY     - Date     Condition        Report By
 EW0984  HISTORY     - UNK      MONUMENTED       CA-037
 EW0984  HISTORY     - 1965     GOOD             CA-037
 EW0984  HISTORY     - 1975     GOOD             CA-037
 EW0984
 EW0984                          STATION DESCRIPTION
 EW0984
 EW0984'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 EW0984'0.2 MI NW FROM ROSEMEAD.
 EW0984'SAN GABRIEL BOULEVARD AND EMERSON PLACE, AT THE CENTERLINE
 EW0984'INTERSECTION, SET ABOUT 12 INCHES BELOW THE SURFACE IN A WELL
 EW0984'AND PROTECTED BY A CAST IRON COVER.
 EW0984
 EW0984                          STATION RECOVERY (1975)
 EW0984
 EW0984'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW0984'SAN GABRIEL BOULEVARD AND EMERSON PLACE, AT THE CENTERLINE
 EW0984'INTERSECTION, SET ABOUT 12 INCHES BELOW THE SURFACE IN A WELL AND
 EW0984'PROTECTED BY A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2039 ***********************************************************************
 DY2039  DESIGNATION -  31 3 A LA CO
 DY2039  PID         -  DY2039
 DY2039  STATE/COUNTY-  CA/LOS ANGELES
 DY2039  USGS QUAD   -  SOUTH GATE (1981)
 DY2039
 DY2039                         *CURRENT SURVEY CONTROL
 DY2039  ___________________________________________________________________
 DY2039* NAD 83(1986)-  33 59 54.     (N)    118 10 30.     (W)     SCALED    
 DY2039* NAVD 88     -        45.46   (+/-2cm)     149.1    (feet)  VERTCON   
 DY2039  ___________________________________________________________________
 DY2039  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DY2039  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2039
 DY2039.The horizontal coordinates were scaled from a topographic map and have
 DY2039.an estimated accuracy of +/- 6 seconds.
 DY2039
 DY2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2039.The vertical order pertains to the NGVD 29 superseded value.
 DY2039
 DY2039.The geoid height was determined by GEOID03.
 DY2039
 DY2039;                    North         East    Units  Estimated Accuracy
 DY2039;SPC CA 5     -   555,290.    1,983,830.      MT  (+/- 180 meters Scaled)
 DY2039
 DY2039                          SUPERSEDED SURVEY CONTROL
 DY2039
 DY2039  NGVD 29 (??/??/92)   44.718  (m)          146.71   (f) ADJ UNCH    1 1
 DY2039
 DY2039.Superseded values are not recommended for survey control.
 DY2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2039.See file dsdata.txt to determine how the superseded data were derived.
 DY2039
 DY2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT914625(NAD 83)
 DY2039_MARKER: DD = SURVEY DISK
 DY2039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2039_SP_SET: CONCRETE PAD
 DY2039_STAMPING: BM 31-3 A 1970 RE 5869
 DY2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2039
 DY2039  HISTORY     - Date     Condition        Report By
 DY2039  HISTORY     - 1970     MONUMENTED       CA-037
 DY2039  HISTORY     - 1970     GOOD             CA-037
 DY2039
 DY2039                          STATION DESCRIPTION
 DY2039
 DY2039'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 DY2039'1.5 MI N FROM BELL.
 DY2039'BELL, 1.5 MI N OF CITY HALL, ATLANTIC AVE AT BANDINI BLVD,
 DY2039'SE CORNER, 55.2 FT E FROM THE APPROXIMATE CENTERLINE OF ATLANTIC
 DY2039'AVE, 92 FT S FROM THE CENTERLINE OF BANDINI BLVD MEASURED ALONG
 DY2039'THE LINE OF THE E CURB OF ATLANTIC AVE PRODUCED N, 17.4 FT S
 DY2039'FROM THE S END OF THE CURB RETURN, 16.5 FT N FROM PP 1109512E,
 DY2039'13.3 FT W FROM A 9 FOOT CHAIN LINK FENCE 1 FT E OF THE E CURB
 DY2039'OF ATLANTIC AVE DOWN 7 INCHES BELOW THE TOP OF THE CURB AND
 DY2039'PROTECTED BY A CAST IRON COVER FLUSH WITH THE TOP OF THE CURB
 DY2039'IN A 15 X 15 INCH CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2038 ***********************************************************************
 DY2038  DESIGNATION -  31 3 LA CO
 DY2038  PID         -  DY2038
 DY2038  STATE/COUNTY-  CA/LOS ANGELES
 DY2038  USGS QUAD   -  SOUTH GATE (1981)
 DY2038
 DY2038                         *CURRENT SURVEY CONTROL
 DY2038  ___________________________________________________________________
 DY2038* NAD 83(1986)-  33 59 44.     (N)    118 10 54.     (W)     SCALED    
 DY2038* NAVD 88     -        47.71   (+/-2cm)     156.5    (feet)  VERTCON   
 DY2038  ___________________________________________________________________
 DY2038  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DY2038  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2038
 DY2038.The horizontal coordinates were scaled from a topographic map and have
 DY2038.an estimated accuracy of +/- 6 seconds.
 DY2038
 DY2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2038.The vertical order pertains to the NGVD 29 superseded value.
 DY2038
 DY2038.The geoid height was determined by GEOID03.
 DY2038
 DY2038;                    North         East    Units  Estimated Accuracy
 DY2038;SPC CA 5     -   554,990.    1,983,220.      MT  (+/- 180 meters Scaled)
 DY2038
 DY2038                          SUPERSEDED SURVEY CONTROL
 DY2038
 DY2038  NGVD 29 (??/??/92)   46.962  (m)          154.07   (f) ADJ UNCH    1 1
 DY2038
 DY2038.Superseded values are not recommended for survey control.
 DY2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2038.See file dsdata.txt to determine how the superseded data were derived.
 DY2038
 DY2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT908622(NAD 83)
 DY2038_MARKER: S = SPIKE
 DY2038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2038_SP_SET: CONCRETE BASE
 DY2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2038
 DY2038  HISTORY     - Date     Condition        Report By
 DY2038  HISTORY     - UNK      MONUMENTED       CA-037
 DY2038  HISTORY     - 1965     GOOD             CA-037
 DY2038
 DY2038                          STATION DESCRIPTION
 DY2038
 DY2038'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1965
 DY2038'0.7 MI NE FROM VERNON.
 DY2038'ON THE NORTH SIDE OF THE LOS ANGELES RIVER AND WEST OF ATLANTIC
 DY2038'BOULEVARD AT POWER LINE TOWER NO. H-130, SET IN THE CONCRETE
 DY2038'BASE AT THE CENTER OF THE WEST SIDE OF THE TOWER.  VERNON, 0.7
 DY2038'MI NE OF THE MAYWOOD CITY HALL,
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2483 ***********************************************************************
 FU2483  DESIGNATION -  31 32 6 5 DWR
 FU2483  PID         -  FU2483
 FU2483  STATE/COUNTY-  CA/KERN
 FU2483  USGS QUAD   -  PENTLAND (1973)
 FU2483
 FU2483                         *CURRENT SURVEY CONTROL
 FU2483  ___________________________________________________________________
 FU2483* NAD 83(1986)-  35 04 36.     (N)    119 15 38.     (W)     SCALED    
 FU2483* NAVD 88     -       153.95   (+/-2cm)     505.1    (feet)  VERTCON   
 FU2483  ___________________________________________________________________
 FU2483  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 FU2483  VERT ORDER  -  THIRD (See Below)
 FU2483
 FU2483.The horizontal coordinates were scaled from a topographic map and have
 FU2483.an estimated accuracy of +/- 6 seconds.
 FU2483
 FU2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2483.The vertical order pertains to the NGVD 29 superseded value.
 FU2483
 FU2483.The geoid height was determined by GEOID03.
 FU2483
 FU2483;                    North         East    Units  Estimated Accuracy
 FU2483;SPC CA 5     -   675,610.    1,885,040.      MT  (+/- 180 meters Scaled)
 FU2483
 FU2483                          SUPERSEDED SURVEY CONTROL
 FU2483
 FU2483  NGVD 29 (??/??/??)  153.19   (m)          502.6    (f) RESET       3  
 FU2483
 FU2483.Superseded values are not recommended for survey control.
 FU2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2483.See file dsdata.txt to determine how the superseded data were derived.
 FU2483
 FU2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU938838(NAD 83)
 FU2483_MARKER: P = PIPE CAP
 FU2483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2483_STAMPING: 12 31 32 11 22 6 5 22
 FU2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2483
 FU2483  HISTORY     - Date     Condition        Report By
 FU2483  HISTORY     - UNK      MONUMENTED       CADWR
 FU2483  HISTORY     - 1964     GOOD             NGS
 FU2483  HISTORY     - 1966     GOOD             NGS
 FU2483
 FU2483                          STATION DESCRIPTION
 FU2483
 FU2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2483'17.8 MI W FROM METTLER.
 FU2483'9.85 MILES WEST ALONG STATE HIGHWAY 166 FROM THE OVERPASS OVER
 FU2483'U.S. HIGHWAY 99 AT METTLER, THENCE 1.25 MILES NORTH ALONG A
 FU2483'DIRT ROAD, THENCE 6.75 MILES WEST ALONG A DIRT ROAD, AT A
 FU2483'NORTH-SOUTH DIRT ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE
 FU2483'ROAD, 12 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 33.5
 FU2483'FEET EAST-SOUTHEAST OF THE SOUTHEAST IRON GUARDRAIL AROUND A GAS
 FU2483'MAIN, 2.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU2483'ROAD, AND A CAP WELDED ON THE TOP OF A 1-INCH IRON PIPE.
 FU2483
 FU2483                          STATION RECOVERY (1966)
 FU2483
 FU2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0502 ***********************************************************************
 DX0502  DESIGNATION -  31 4 16 X
 DX0502  PID         -  DX0502
 DX0502  STATE/COUNTY-  CA/SAN DIEGO
 DX0502  USGS QUAD   -  BOUCHER HILL (1988)
 DX0502
 DX0502                         *CURRENT SURVEY CONTROL
 DX0502  ___________________________________________________________________
 DX0502* NAD 83(1986)-  33 17 35.     (N)    116 53 58.     (W)     SCALED    
 DX0502* NAVD 88     -       817.09   (+/-2cm)    2680.7    (feet)  VERTCON   
 DX0502  ___________________________________________________________________
 DX0502  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DX0502  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0502
 DX0502.The horizontal coordinates were scaled from a topographic map and have
 DX0502.an estimated accuracy of +/- 6 seconds.
 DX0502
 DX0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0502.The vertical order pertains to the NGVD 29 superseded value.
 DX0502
 DX0502.The geoid height was determined by GEOID03.
 DX0502
 DX0502;                    North         East    Units  Estimated Accuracy
 DX0502;SPC CA 6     -   625,110.    1,939,510.      MT  (+/- 180 meters Scaled)
 DX0502
 DX0502                          SUPERSEDED SURVEY CONTROL
 DX0502
 DX0502  NGVD 29 (??/??/??)  816.349  (m)         2678.30   (f) ADJUSTED    1 2
 DX0502
 DX0502.Superseded values are not recommended for survey control.
 DX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0502.See file dsdata.txt to determine how the superseded data were derived.
 DX0502
 DX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS093837(NAD 83)
 DX0502_MARKER: DD = SURVEY DISK
 DX0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0502_STAMPING: 31 4 16X 1967
 DX0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0502+STABILITY: SURFACE MOTION
 DX0502
 DX0502  HISTORY     - Date     Condition        Report By
 DX0502  HISTORY     - 1967     MONUMENTED       CA-073
 DX0502  HISTORY     - 1969     GOOD             CA-073
 DX0502  HISTORY     - 1970     GOOD             CA-073
 DX0502
 DX0502                          STATION DESCRIPTION
 DX0502
 DX0502'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1969
 DX0502'AT RINCON.
 DX0502'AT RINCON, 5.22 MI NE AND E ALONG STATE HWY 76 FROM THE
 DX0502'INTERSECTION OF STATE HWY 76 AND VALLEY CENTER RD.  AT THE
 DX0502'INTERSECTION OF STATE HWY 76 AND THE HWY TO THE STARS.  60 FT
 DX0502'S OF CENTERLINE OF HWY TO THE STARS.  30 FT N OF CENTERLINE
 DX0502'OF HWY 76.  125 FT W OF CENTERLINE OF E BEND CONNECTING HWY
 DX0502'76 TO THE HWY TO THE STARS.  SAN DIEGO COUNTY BRASS DISK SET IN
 DX0502'CONCRETE MONUMENT AND STAMPED 31 4 16X 1967.  SET STEEL FENCEPOST
 DX0502'MARKER NEARBY.
 DX0502
 DX0502                          STATION RECOVERY (1970)
 DX0502
 DX0502'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6499 ***********************************************************************
 EW6499  DESIGNATION -  31 4 A LA CO
 EW6499  PID         -  EW6499
 EW6499  STATE/COUNTY-  CA/LOS ANGELES
 EW6499  USGS QUAD   -  LOS ANGELES (1994)
 EW6499
 EW6499                         *CURRENT SURVEY CONTROL
 EW6499  ___________________________________________________________________
 EW6499* NAD 83(1986)-  34 00 10.     (N)    118 10 04.     (W)     SCALED    
 EW6499* NAVD 88     -        44.68   (+/-2cm)     146.6    (feet)  VERTCON   
 EW6499  ___________________________________________________________________
 EW6499  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EW6499  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6499
 EW6499.The horizontal coordinates were scaled from a topographic map and have
 EW6499.an estimated accuracy of +/- 6 seconds.
 EW6499
 EW6499.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6499.The vertical order pertains to the NGVD 29 superseded value.
 EW6499
 EW6499.The geoid height was determined by GEOID03.
 EW6499
 EW6499;                    North         East    Units  Estimated Accuracy
 EW6499;SPC CA 5     -   555,780.    1,984,500.      MT  (+/- 180 meters Scaled)
 EW6499
 EW6499                          SUPERSEDED SURVEY CONTROL
 EW6499
 EW6499  NGVD 29 (??/??/92)   43.934  (m)          144.14   (f) ADJ UNCH    1 1
 EW6499
 EW6499.Superseded values are not recommended for survey control.
 EW6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6499.See file dsdata.txt to determine how the superseded data were derived.
 EW6499
 EW6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT921630(NAD 83)
 EW6499_MARKER: DD = SURVEY DISK
 EW6499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6499_SP_SET: INLET BOX TOP
 EW6499_STAMPING: BM 31-4 A 1970 RE 5869
 EW6499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6499
 EW6499  HISTORY     - Date     Condition        Report By
 EW6499  HISTORY     - 1970     MONUMENTED       CA-037
 EW6499
 EW6499                          STATION DESCRIPTION
 EW6499
 EW6499'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW6499'0.7 MI W FROM COMMERCE.
 EW6499'0.72 MI W OF CITY HALL AT COMMERCE, ATLANTIC AVE AT WASHINGTON
 EW6499'BLVD SE CORNER, 35.3 FT E FROM THE APPROXIMATE CENTER LINE OF
 EW6499'ATLANTIC AVE 108.5 FT S FROM THE S END OF THE CURB RETURN AT
 EW6499'ATLANTIC AND WASHINGTON, SE CORNER, 92 FT N FROM PP 220070E,
 EW6499'19.1 FT W FROM A 6-FOOT CHAIN LINK FENCE AT THE BACK OF THE
 EW6499'SIDEWALK, 1 FT E OF THE E CURB OF ATLANTIC AVE FLUSH IN THE
 EW6499'CONCRETE TOP OF A STORM DRAIN INLET BOX AND OVER THE N RETAINING
 EW6499'WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1047 ***********************************************************************
 EW1047  DESIGNATION -  31 5 A LA CO
 EW1047  PID         -  EW1047
 EW1047  STATE/COUNTY-  CA/LOS ANGELES
 EW1047  USGS QUAD   -  LOS ANGELES (1994)
 EW1047
 EW1047                         *CURRENT SURVEY CONTROL
 EW1047  ___________________________________________________________________
 EW1047* NAD 83(1986)-  34 00 27.     (N)    118 09 37.     (W)     SCALED    
 EW1047* NAVD 88     -        45.06   (+/-2cm)     147.8    (feet)  VERTCON   
 EW1047  ___________________________________________________________________
 EW1047  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EW1047  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1047
 EW1047.The horizontal coordinates were scaled from a topographic map and have
 EW1047.an estimated accuracy of +/- 6 seconds.
 EW1047
 EW1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1047.The vertical order pertains to the NGVD 29 superseded value.
 EW1047
 EW1047.The geoid height was determined by GEOID03.
 EW1047
 EW1047;                    North         East    Units  Estimated Accuracy
 EW1047;SPC CA 5     -   556,310.    1,985,190.      MT  (+/- 180 meters Scaled)
 EW1047
 EW1047                          SUPERSEDED SURVEY CONTROL
 EW1047
 EW1047  NGVD 29 (??/??/92)   44.318  (m)          145.40   (f) ADJ UNCH    1 1
 EW1047
 EW1047.Superseded values are not recommended for survey control.
 EW1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1047.See file dsdata.txt to determine how the superseded data were derived.
 EW1047
 EW1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT928635(NAD 83)
 EW1047_MARKER: DD = SURVEY DISK
 EW1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1047_SP_SET: CONCRETE PAD
 EW1047_STAMPING: BM 31-5 A 1970 RE 5869
 EW1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1047
 EW1047  HISTORY     - Date     Condition        Report By
 EW1047  HISTORY     - 1970     MONUMENTED       CA-037
 EW1047
 EW1047                          STATION DESCRIPTION
 EW1047
 EW1047'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1047'0.6 MI NE FROM COMMERCE.
 EW1047'0.6 MI NE OF CITY HALL AT COMMERCE, COMO ST E FROM ATLANTIC
 EW1047'AVE AT THE PRODUCED OF FITZGERALD ST 31.3 FT N OF THE CENTERLINE
 EW1047'OF COMO ST, 3.2 FT E OF THE E CURB OF FITZGERALD ST PRODUCED N
 EW1047'169 FT E FROM THE CENTERLINE OF ATLANTIC AVE, 86.9 FT NW OF PP
 EW1047'146500E, 118 FT NE OF PP 1736392E, 0.7 FT N OF THE N CURB OF COMO
 EW1047'ST DOWN 7 INCHES BELOW THE TOP OF THE CONCRETE CURB AND
 EW1047'PROTECTED BY A CAST IRON COVER FLUSH WITH THE CURB AND IN A
 EW1047'15 X 15 INCH CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1049 ***********************************************************************
 EW1049  DESIGNATION -  31 6 B LA CO
 EW1049  PID         -  EW1049
 EW1049  STATE/COUNTY-  CA/LOS ANGELES
 EW1049  USGS QUAD   -  LOS ANGELES (1994)
 EW1049
 EW1049                         *CURRENT SURVEY CONTROL
 EW1049  ___________________________________________________________________
 EW1049* NAD 83(1986)-  34 00 40.     (N)    118 09 38.     (W)     SCALED    
 EW1049* NAVD 88     -        47.60   (+/-2cm)     156.2    (feet)  VERTCON   
 EW1049  ___________________________________________________________________
 EW1049  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EW1049  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1049
 EW1049.The horizontal coordinates were scaled from a topographic map and have
 EW1049.an estimated accuracy of +/- 6 seconds.
 EW1049
 EW1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1049.The vertical order pertains to the NGVD 29 superseded value.
 EW1049
 EW1049.The geoid height was determined by GEOID03.
 EW1049
 EW1049;                    North         East    Units  Estimated Accuracy
 EW1049;SPC CA 5     -   556,710.    1,985,170.      MT  (+/- 180 meters Scaled)
 EW1049
 EW1049                          SUPERSEDED SURVEY CONTROL
 EW1049
 EW1049  NGVD 29 (??/??/92)   46.858  (m)          153.73   (f) ADJ UNCH    1 1
 EW1049
 EW1049.Superseded values are not recommended for survey control.
 EW1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1049.See file dsdata.txt to determine how the superseded data were derived.
 EW1049
 EW1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT928639(NAD 83)
 EW1049_MARKER: DD = SURVEY DISK
 EW1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1049_SP_SET: INLET BOX COVER
 EW1049_STAMPING: BM 31-6 B 1970 RE 5869
 EW1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1049
 EW1049  HISTORY     - Date     Condition        Report By
 EW1049  HISTORY     - 1970     MONUMENTED       CA-037
 EW1049
 EW1049                          STATION DESCRIPTION
 EW1049
 EW1049'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1049'AT COMMERCE.
 EW1049'0.78 FT NE OF THE CITY HALL AT COMMERCE, TELEGRAPH RD W OF WOODS
 EW1049'AVE AT W BOUND ONRAMP TO SANTA ANA FREEWAY, 24 FT S FROM THE
 EW1049'CENTERLINE OF TELEGRAPH RD, 69.2 FT S FROM THE CENTERLINE OF
 EW1049'WOODS AVE PRODUCED S, AT THE W END OF THE CURB RETURN TO AN
 EW1049'ONRAMP TO THE W BOUND SANTA ANA FREEWAY, 81.2 FT E FROM THE END
 EW1049'OF A 6 INCH CHAIN LINK FENCE ALONG THE N RIGHT OF WAY OF THE
 EW1049'FREEWAY, 1 FT S OF THE S CURB OF TELEGRAPH RD, FLUSH IN THE
 EW1049'CONCRETE COVER TO A STORM DRAIN INLET BOX OVER THE E RETAINING
 EW1049'WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1051 ***********************************************************************
 EW1051  DESIGNATION -  31 7 D LA CO
 EW1051  PID         -  EW1051
 EW1051  STATE/COUNTY-  CA/LOS ANGELES
 EW1051  USGS QUAD   -  LOS ANGELES (1994)
 EW1051
 EW1051                         *CURRENT SURVEY CONTROL
 EW1051  ___________________________________________________________________
 EW1051* NAD 83(1986)-  34 00 51.     (N)    118 10 01.     (W)     SCALED    
 EW1051* NAVD 88     -        49.73   (+/-2cm)     163.2    (feet)  VERTCON   
 EW1051  ___________________________________________________________________
 EW1051  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1051  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1051
 EW1051.The horizontal coordinates were scaled from a topographic map and have
 EW1051.an estimated accuracy of +/- 6 seconds.
 EW1051
 EW1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1051.The vertical order pertains to the NGVD 29 superseded value.
 EW1051
 EW1051.The geoid height was determined by GEOID03.
 EW1051
 EW1051;                    North         East    Units  Estimated Accuracy
 EW1051;SPC CA 5     -   557,050.    1,984,580.      MT  (+/- 180 meters Scaled)
 EW1051
 EW1051                          SUPERSEDED SURVEY CONTROL
 EW1051
 EW1051  NGVD 29 (??/??/92)   48.980  (m)          160.70   (f) ADJ UNCH    1 1
 EW1051
 EW1051.Superseded values are not recommended for survey control.
 EW1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1051.See file dsdata.txt to determine how the superseded data were derived.
 EW1051
 EW1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT922643(NAD 83)
 EW1051_MARKER: DD = SURVEY DISK
 EW1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1051_SP_SET: INLET BOX COVER
 EW1051_STAMPING: BM 31-7 D 1970 RE 5869
 EW1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1051
 EW1051  HISTORY     - Date     Condition        Report By
 EW1051  HISTORY     - 1970     MONUMENTED       CA-037
 EW1051
 EW1051                          STATION DESCRIPTION
 EW1051
 EW1051'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1051'1.2 MI NE FROM COMMERCE.
 EW1051'1.17 MI NE OF CITY HALL AT COMMERCE, TELEGRAPH RD AT FETTERLY
 EW1051'AVE NW CORNER, 36.5 FT N FROM THE CENTERLINE  OF TELEGRAPH RD,
 EW1051'61.9 FT W FROM THE CENTERLINE OF FETTERLY AVE (MEASURED ALONG
 EW1051'THE N CURB OF TELEGRAPH RD), 10.2 FT W FROM THE W END OF THE CURB
 EW1051'RETURN, 93.9 FT E FROM THE PP 931230E, 9 FT S OF THE S BUILDING
 EW1051'LINE OF A BRICK BUILDING, 1.3 FT N OF THE N CURB, FLUSH IN THE
 EW1051'CONCRETE COVER OVER A STORM DRAIN INLET BOX OVER THE W RETAINING
 EW1051'WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1050 ***********************************************************************
 EW1050  DESIGNATION -  31 8 B LA CO
 EW1050  PID         -  EW1050
 EW1050  STATE/COUNTY-  CA/LOS ANGELES
 EW1050  USGS QUAD   -  LOS ANGELES (1994)
 EW1050
 EW1050                         *CURRENT SURVEY CONTROL
 EW1050  ___________________________________________________________________
 EW1050* NAD 83(1986)-  34 01 03.     (N)    118 10 26.     (W)     SCALED    
 EW1050* NAVD 88     -        55.17   (+/-2cm)     181.0    (feet)  VERTCON   
 EW1050  ___________________________________________________________________
 EW1050  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1050  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1050
 EW1050.The horizontal coordinates were scaled from a topographic map and have
 EW1050.an estimated accuracy of +/- 6 seconds.
 EW1050
 EW1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1050.The vertical order pertains to the NGVD 29 superseded value.
 EW1050
 EW1050.The geoid height was determined by GEOID03.
 EW1050
 EW1050;                    North         East    Units  Estimated Accuracy
 EW1050;SPC CA 5     -   557,420.    1,983,940.      MT  (+/- 180 meters Scaled)
 EW1050
 EW1050                          SUPERSEDED SURVEY CONTROL
 EW1050
 EW1050  NGVD 29 (??/??/92)   54.415  (m)          178.53   (f) ADJ UNCH    1 1
 EW1050
 EW1050.Superseded values are not recommended for survey control.
 EW1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1050.See file dsdata.txt to determine how the superseded data were derived.
 EW1050
 EW1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT916647(NAD 83)
 EW1050_MARKER: DD = SURVEY DISK
 EW1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1050_SP_SET: CONCRETE PAP
 EW1050_STAMPING: BM 31-8 B 1970 RE 5869
 EW1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1050
 EW1050  HISTORY     - Date     Condition        Report By
 EW1050  HISTORY     - 1970     MONUMENTED       CA-037
 EW1050
 EW1050                          STATION DESCRIPTION
 EW1050
 EW1050'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 EW1050'0.6 MI N FROM COMMERCE.
 EW1050'CITY OF COMMERCE, 0.64 MI N OF CITY HALL, TELEGRAPH RD AND
 EW1050'EASTERN AVE NE CORNER, 32 FT E FROM THE CENTERLINE OF EASTERN
 EW1050'AVE, 53.5 FT N FROM THE CENTERLINE OF TELEGRAPH RD, 58.7 FT
 EW1050'NE FROM BM 31-8 A IN THE INTERSECTION OF TELEGRAPH RD ON EASTERN
 EW1050'AVE.  DOWN 7 INCHES BELOW THE TOP OF THE CURB AND PROTECTED BY
 EW1050'A CAST IRON COVER FLUSH WITH THE CURB AND IN A 15 X 15 INCH
 EW1050'CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0108 ***********************************************************************
 DX0108  DESIGNATION -  31 A
 DX0108  PID         -  DX0108
 DX0108  STATE/COUNTY-  CA/RIVERSIDE
 DX0108  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0108
 DX0108                         *CURRENT SURVEY CONTROL
 DX0108  ___________________________________________________________________
 DX0108* NAD 83(1986)-  33 54 35.     (N)    116 20 28.     (W)     SCALED    
 DX0108* NAVD 88     -       412.87   (+/-2cm)    1354.6    (feet)  VERTCON   
 DX0108  ___________________________________________________________________
 DX0108  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DX0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0108
 DX0108.The horizontal coordinates were scaled from a topographic map and have
 DX0108.an estimated accuracy of +/- 6 seconds.
 DX0108
 DX0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0108.The vertical order pertains to the NGVD 29 superseded value.
 DX0108
 DX0108.The geoid height was determined by GEOID03.
 DX0108
 DX0108;                    North         East    Units  Estimated Accuracy
 DX0108;SPC CA 6     -   693,320.    1,991,570.      MT  (+/- 180 meters Scaled)
 DX0108
 DX0108                          SUPERSEDED SURVEY CONTROL
 DX0108
 DX0108  NGVD 29 (??/??/??)  412.122  (m)         1352.10   (f) ADJUSTED    1 2
 DX0108
 DX0108.Superseded values are not recommended for survey control.
 DX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0108.See file dsdata.txt to determine how the superseded data were derived.
 DX0108
 DX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT609523(NAD 83)
 DX0108_MARKER: DD = SURVEY DISK
 DX0108_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0108_SP_SET: UNSPECIFIED ROCK
 DX0108_STAMPING: 31 A 1931
 DX0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0108
 DX0108  HISTORY     - Date     Condition        Report By
 DX0108  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0108  HISTORY     - 1985     GOOD             USGS
 DX0108
 DX0108                          STATION DESCRIPTION
 DX0108
 DX0108'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0108'14.8 MI NNW FROM INDIO.
 DX0108'ABOUT 14-3/4 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY,
 DX0108'3.0 MILES NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DX0108'THE ONE THOUSAND PALMS ROAD, 0.5 MILE NORTH OF THE ROAD, ON THE
 DX0108'SOUTHWEST POINT OF THE RIDGE SEPARATING THE EAST AND WEST
 DX0108'BRANCHES OF DECEPTION WASH, ABOUT 10 FEET ABOVE THE TOE OF THE
 DX0108'SLOPE, AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0108'CALIFORNIA STANDARD DISK, STAMPED 31 A 1931 AND MARKED WITH A
 DX0108'TEE.
 DX0108
 DX0108                          STATION RECOVERY (1985)
 DX0108
 DX0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0108'FROM THE INTERSECTION OF I-10 AND DILLON ROAD, 17.5 MILES NORTHWEST
 DX0108'ALONG DILLON ROAD , THENCE 0.6 MILE NORTH ALONG PENNY LANE, THENCE
 DX0108'0.1 MILE LEFT TO 'Y' ROAD THENCE 0.5 MILE NORTHEAST ALONG WEST
 DX0108'DECEPTION CANYON ROAD, ON THE SOUTH-WEST POINT OF THE RIDGE
 DX0108'SEPARATING THE EAST AND WEST BRANCES OF DECEPTION WASH (ABOUT 800
 DX0108'FEET SOUTHEAST OF ROAD), ABOUT 10 FEET ABOVE THE TOE OF THE SLOPE, IN
 DX0108'ROCK. A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0108'DISK, STAMPED '31 A 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0109 ***********************************************************************
 DX0109  DESIGNATION -  31 B
 DX0109  PID         -  DX0109
 DX0109  STATE/COUNTY-  CA/RIVERSIDE
 DX0109  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0109
 DX0109                         *CURRENT SURVEY CONTROL
 DX0109  ___________________________________________________________________
 DX0109* NAD 83(1986)-  33 54 42.     (N)    116 20 45.     (W)     SCALED    
 DX0109* NAVD 88     -       414.95   (+/-2cm)    1361.4    (feet)  VERTCON   
 DX0109  ___________________________________________________________________
 DX0109  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DX0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0109
 DX0109.The horizontal coordinates were scaled from a topographic map and have
 DX0109.an estimated accuracy of +/- 6 seconds.
 DX0109
 DX0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0109.The vertical order pertains to the NGVD 29 superseded value.
 DX0109
 DX0109.The geoid height was determined by GEOID03.
 DX0109
 DX0109;                    North         East    Units  Estimated Accuracy
 DX0109;SPC CA 6     -   693,540.    1,991,140.      MT  (+/- 180 meters Scaled)
 DX0109
 DX0109                          SUPERSEDED SURVEY CONTROL
 DX0109
 DX0109  NGVD 29 (??/??/??)  414.198  (m)         1358.91   (f) ADJUSTED    1 2
 DX0109
 DX0109.Superseded values are not recommended for survey control.
 DX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0109.See file dsdata.txt to determine how the superseded data were derived.
 DX0109
 DX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT604525(NAD 83)
 DX0109_MARKER: DD = SURVEY DISK
 DX0109_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0109_SP_SET: UNSPECIFIED ROCK
 DX0109_STAMPING: 31 B 1931
 DX0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0109
 DX0109  HISTORY     - Date     Condition        Report By
 DX0109  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0109  HISTORY     - 1985     GOOD             USGS
 DX0109
 DX0109                          STATION DESCRIPTION
 DX0109
 DX0109'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0109'15.2 MI NNW FROM INDIO.
 DX0109'ABOUT 15-1/4 MILES NORTH-NORTHWEST OF INDIO, RIVERSIDE COUNTY,
 DX0109'3.3 MILES NORTHWEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION
 DX0109'OF THE ONE THOUSAND PALMS ROAD, 0.6 MILE NORTH OF THE ROAD, ON
 DX0109'A SOUTHERN POINT OF THE RIDGE AT THE WEST SIDE OF THE WEST
 DX0109'BRANCH OF DECEPTION WASH, ABOUT 5 FEET ABOVE THE TOE OF THE
 DX0109'SLOPE, AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0109'CALIFORNIA STANDARD DISK, STAMPED 31 B 1931 AND MARKED WITH A
 DX0109'TEE.
 DX0109
 DX0109                          STATION RECOVERY (1985)
 DX0109
 DX0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DX0109'FROM THE INTERSECTION OF I-10 AND DILLON ROAD, 17.5 MILES NORTHWEST
 DX0109'ALONG DILLON ROAD , THENCE 0.6 MILE NORTH ALONG PENNY LANE, THENCE
 DX0109'0.1 MILE NORTHWEST (LEFT) TO 'Y' ROAD THENCE 0.6 MILE NORTHEAST ALONG
 DX0109'WEST DECEPTION CANYON ROAD ON THE SOUTHERN POINT OF THE RIDGE AT THE
 DX0109'WEST SIDE OF THE ROAD (ABOUT 300 FEET NORTHWEST OF ROAD), ABOUT 5
 DX0109'FEET ABOVE THE TOE OF THE SLOPE, AND IN ROCK. A STANDARD METROPOLITAN
 DX0109'WATER DISTRICT OF SOUTHERN CALIFORNIA STAMPED '31 B 1931'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0725 ***********************************************************************
 HR0725  DESIGNATION -  31 B
 HR0725  PID         -  HR0725
 HR0725  STATE/COUNTY-  CA/MARIPOSA
 HR0725  USGS QUAD   -  EL CAPITAN (1992)
 HR0725
 HR0725                         *CURRENT SURVEY CONTROL
 HR0725  ___________________________________________________________________
 HR0725* NAD 83(1986)-  37 43 00.     (N)    119 41 34.     (W)     SCALED    
 HR0725* NAVD 88     -      1409.79   (+/-2cm)    4625.3    (feet)  VERTCON   
 HR0725  ___________________________________________________________________
 HR0725  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HR0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0725
 HR0725.The horizontal coordinates were scaled from a topographic map and have
 HR0725.an estimated accuracy of +/- 6 seconds.
 HR0725
 HR0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0725.The vertical order pertains to the NGVD 29 superseded value.
 HR0725
 HR0725.The geoid height was determined by GEOID03.
 HR0725
 HR0725;                    North         East    Units  Estimated Accuracy
 HR0725;SPC CA 3     -   635,330.    2,071,170.      MT  (+/- 180 meters Scaled)
 HR0725
 HR0725                          SUPERSEDED SURVEY CONTROL
 HR0725
 HR0725  NGVD 29 (??/??/92) 1408.682  (m)         4621.65   (f) ADJ UNCH    2 0
 HR0725
 HR0725.Superseded values are not recommended for survey control.
 HR0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0725.See file dsdata.txt to determine how the superseded data were derived.
 HR0725
 HR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB626777(NAD 83)
 HR0725_MARKER: DD = SURVEY DISK
 HR0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0725_SP_SET: TUNNEL DRAIN CURB
 HR0725_STAMPING: 4621 31 B 1934
 HR0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0725
 HR0725  HISTORY     - Date     Condition        Report By
 HR0725  HISTORY     - 1934     MONUMENTED       USGS
 HR0725  HISTORY     - 1943     GOOD             NGS
 HR0725  HISTORY     - 20041022 GOOD             GEOCAC
 HR0725
 HR0725                          STATION DESCRIPTION
 HR0725
 HR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0725'6.5 MI SW FROM OLD VILLAGE.
 HR0725'6.5 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0725'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0725'NATIONAL PARK, 2.5 MILES SOUTHWEST OF THE JUNCTION OF THE
 HR0725'WAWONA ROAD, AT WAWONA TUNNEL, 4 FEET WEST OF THE WEST PORTAL,
 HR0725'IN THE TOP OF THE WEST END OF THE NORTH CURB OF THE TUNNEL DRAIN,
 HR0725'AND IN LINE WITH THE NORTH WALL.  A UNITED STATES GEOLOGICAL
 HR0725'SURVEY STANDARD DISK, STAMPED 4621 31 B 1934.
 HR0725
 HR0725                          STATION RECOVERY (2004)
 HR0725
 HR0725'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0725'MARK WAS UNDER 1-2 INCHES OF DIRT AND SAND.
 HR0725'HANDHELD GPS COORDINATES  37 42 57 (N)  119 41 32 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FS1012 ***********************************************************************
 FS1012  DESIGNATION -  31 B
 FS1012  PID         -  FS1012
 FS1012  STATE/COUNTY-  CA/SAN BERNARDINO
 FS1012  USGS QUAD   -  MARL MOUNTAINS (1983)
 FS1012
 FS1012                         *CURRENT SURVEY CONTROL
 FS1012  ___________________________________________________________________
 FS1012* NAD 83(1992)-  35 11 07.50506(N)    115 40 11.97342(W)     ADJUSTED  
 FS1012* NAVD 88     -      1389.61   (+/-2cm)    4559.1    (feet)  VERTCON   
 FS1012  ___________________________________________________________________
 FS1012  EPOCH DATE  -        1991.35
 FS1012  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 FS1012  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FS1012  HORZ ORDER  -  SECOND
 FS1012  VERT ORDER  -  THIRD (See Below)
 FS1012
 FS1012.The horizontal coordinates were established by classical geodetic methods
 FS1012.and adjusted by the National Geodetic Survey in June 1996.
 FS1012.The horizontal coordinates are valid at the epoch date displayed above.
 FS1012.The epoch date for horizontal control is a decimal equivalence
 FS1012.of Year/Month/Day.
 FS1012
 FS1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1012.The vertical order pertains to the NGVD 29 superseded value.
 FS1012
 FS1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1012
 FS1012.The geoid height was determined by GEOID03.
 FS1012
 FS1012;                    North         East     Units Scale Factor Converg.
 FS1012;SPC CA 5     -   689,417.380 2,212,191.736   MT  0.99995078   +1 19 41.3
 FS1012;SPC CA 5     - 2,261,863.52  7,257,832.39   sFT  0.99995078   +1 19 41.3
 FS1012;UTM  11      - 3,894,415.499   621,094.650   MT  0.99978072   +0 45 59.3
 FS1012
 FS1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1012!SPC CA 5     -   0.99978660  x   0.99995078  =   0.99973739
 FS1012!UTM  11      -   0.99978660  x   0.99978072  =   0.99956737
 FS1012
 FS1012:                Primary Azimuth Mark                     Grid Az
 FS1012:SPC CA 5     -  CHASE SIDING BLACK RR WATER TK           088 04 46.3
 FS1012:UTM  11      -  CHASE SIDING BLACK RR WATER TK           088 38 28.3
 FS1012
 FS1012|---------------------------------------------------------------------|
 FS1012| PID    Reference Object                     Distance      Geod. Az  |
 FS1012|                                                           dddmmss.s |
 FS1012| FS1265 CHASE SIDING BLACK RR WATER TK      APPROX.15.2 KM 0892427.6 |
 FS1012| FS1013 31 B RM 1                            11.536 METERS 18935     |
 FS1012| FS1014 31 B RM 2                            14.976 METERS 29633     |
 FS1012|---------------------------------------------------------------------|
 FS1012
 FS1012                          SUPERSEDED SURVEY CONTROL
 FS1012
 FS1012  NAD 83(1992)-  35 11 07.50764(N)    115 40 11.97264(W) AD(1984.00) 2
 FS1012  NAD 83(1986)-  35 11 07.50511(N)    115 40 11.96779(W) AD(1984.00) 2
 FS1012  NAD 27      -  35 11 07.55500(N)    115 40 08.97400(W) AD(       ) 2
 FS1012  NGVD 29 (07/19/86) 1388.71   (m)         4556.1    (f) LEVELING    3  
 FS1012
 FS1012.Superseded values are not recommended for survey control.
 FS1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1012.See file dsdata.txt to determine how the superseded data were derived.
 FS1012
 FS1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU2109594415(NAD 83)
 FS1012_MARKER: DB = BENCH MARK DISK
 FS1012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FS1012_SP_SET: 4-INCH IRON PIPE
 FS1012_STAMPING: 31 B 1909 4556
 FS1012_MARK LOGO: USGS  
 FS1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1012
 FS1012  HISTORY     - Date     Condition        Report By
 FS1012  HISTORY     - 1935     MONUMENTED       CGS
 FS1012  HISTORY     - 1978     GOOD             USGS
 FS1012
 FS1012                          STATION DESCRIPTION
 FS1012
 FS1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 FS1012'STATION IS LOCATED ABOUT 11 MILES SW OF CIMA, ON THE OLD
 FS1012'CIMA-SILVER LAKE ROAD WHERE THE ROAD CROSSES THE SUMMIT OF A
 FS1012'HIGH RIDGE.  THIS POINT IS 1.9 MILES BY ROAD NW FROM MARL SPRINGS.
 FS1012'
 FS1012'THE STATION IS MARKED BY A STANDARD BENCH MARK OF THE GEOLOGICAL
 FS1012'SURVEY, A BRONZE CAP ON AN IRON PIPE, STAMPED 1909, NO. 31,
 FS1012'13 FEET N OF ROAD, ELEVATION 4556 FEET.  THE PIPE WAS REINFORCED
 FS1012'WITH CONCRETE, AND TWO REFERENCE MARKS WERE ESTABLISHED.
 FS1012'
 FS1012'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 FS1012'DESCRIBED IN NOTE 11A.
 FS1012'
 FS1012'THE RAILROAD WATER TANK AT CHASE SIDING WILL SERVE AS AN AZIMUTH
 FS1012'MARK.
 FS1012'
 FS1012'REACHED FROM CIMA AS FOLLOWS--GO S ON THE KELSO ROAD FOR 0.2
 FS1012'MILE TO A SIGN READING JACKASS MINE, TURN RIGHT, GO 8.9 MILES,
 FS1012'TAKE RIGHT FORK, GO 0.1 MILE TO MARL SPRINGS, SIGN HERE READS
 FS1012'CIMA 10, TURN RIGHT, GO 75 FEET, TAKE LEFT FORK, GO 1.9 MILES
 FS1012'TO THE SUMMIT OF THE RIDGE AND THE STATION.
 FS1012
 FS1012                          STATION RECOVERY (1978)
 FS1012
 FS1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FS1012'19.5 KM (12.10 MI) WSW FROM CIMA.
 FS1012'CIMA STORE, 1.5 MI NE AND N OF, ALONG OILED RD TO POWER LINE RD,
 FS1012'THENCE 10.3 MI W TO LARGE GRANITE OUTCROP, THENCE 0.30 MI N CROSS
 FS1012'COUNTRY TO RD AT HILLTOP.  JUST N OF RD.  NOTE--NGS HORIZONTAL
 FS1012'CONTROL QUAD 351153 STATION 1001.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9054 ***********************************************************************
 JT9054  DESIGNATION -  31 C
 JT9054  PID         -  JT9054
 JT9054  STATE/COUNTY-  CA/NAPA
 JT9054  USGS QUAD   -  NAPA (1980)
 JT9054
 JT9054                         *CURRENT SURVEY CONTROL
 JT9054  ___________________________________________________________________
 JT9054* NAD 83(1986)-  38 21 00.     (N)    122 16 04.     (W)     SCALED    
 JT9054* NAVD 88     -        28.41   (+/-2cm)      93.2    (feet)  VERTCON   
 JT9054  ___________________________________________________________________
 JT9054  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JT9054  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9054
 JT9054.The horizontal coordinates were scaled from a topographic map and have
 JT9054.an estimated accuracy of +/- 6 seconds.
 JT9054
 JT9054.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9054.The vertical order pertains to the NGVD 29 superseded value.
 JT9054
 JT9054.The geoid height was determined by GEOID03.
 JT9054
 JT9054;                    North         East    Units  Estimated Accuracy
 JT9054;SPC CA 2     -   575,890.    1,976,590.      MT  (+/- 180 meters Scaled)
 JT9054
 JT9054                          SUPERSEDED SURVEY CONTROL
 JT9054
 JT9054  NGVD 29 (??/??/92)   27.609  (m)           90.58   (f) ADJ UNCH    2 2
 JT9054
 JT9054.Superseded values are not recommended for survey control.
 JT9054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9054.See file dsdata.txt to determine how the superseded data were derived.
 JT9054
 JT9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639449(NAD 83)
 JT9054_MARKER: DD = SURVEY DISK
 JT9054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9054_SP_SET: CONCRETE POST
 JT9054_MARK LOGO: CA2330
 JT9054_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9054+STABILITY: SURFACE MOTION
 JT9054
 JT9054  HISTORY     - Date     Condition        Report By
 JT9054  HISTORY     - 1971     MONUMENTED       CA2330
 JT9054
 JT9054                          STATION DESCRIPTION
 JT9054
 JT9054'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9054'AT INTERSECTION OF ATLAS PEAK ROAD AND HARDMAN ROAD, IN THE SOUTHEAST
 JT9054'CORNER AT EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9055 ***********************************************************************
 JT9055  DESIGNATION -  31 C 1
 JT9055  PID         -  JT9055
 JT9055  STATE/COUNTY-  CA/NAPA
 JT9055  USGS QUAD   -  NAPA (1980)
 JT9055
 JT9055                         *CURRENT SURVEY CONTROL
 JT9055  ___________________________________________________________________
 JT9055* NAD 83(1986)-  38 20 54.     (N)    122 16 04.     (W)     SCALED    
 JT9055* NAVD 88     -        26.39   (+/-2cm)      86.6    (feet)  VERTCON   
 JT9055  ___________________________________________________________________
 JT9055  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT9055  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9055
 JT9055.The horizontal coordinates were scaled from a topographic map and have
 JT9055.an estimated accuracy of +/- 6 seconds.
 JT9055
 JT9055.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9055.The vertical order pertains to the NGVD 29 superseded value.
 JT9055
 JT9055.The geoid height was determined by GEOID03.
 JT9055
 JT9055;                    North         East    Units  Estimated Accuracy
 JT9055;SPC CA 2     -   575,700.    1,976,590.      MT  (+/- 180 meters Scaled)
 JT9055
 JT9055                          SUPERSEDED SURVEY CONTROL
 JT9055
 JT9055  NGVD 29 (??/??/92)   25.582  (m)           83.93   (f) ADJ UNCH    2 2
 JT9055
 JT9055.Superseded values are not recommended for survey control.
 JT9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9055.See file dsdata.txt to determine how the superseded data were derived.
 JT9055
 JT9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639447(NAD 83)
 JT9055_MARKER: Z = SEE DESCRIPTION
 JT9055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9055_SP_SET: WELL MONUMENT
 JT9055_MARK LOGO: CA2330
 JT9055_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9055
 JT9055  HISTORY     - Date     Condition        Report By
 JT9055  HISTORY     - 1971     MONUMENTED       CA2330
 JT9055
 JT9055                          STATION DESCRIPTION
 JT9055
 JT9055'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9055'AT INTERSECTION OF ATLAS PEAK ROAD AND SILVER TRAIL, A WELL MONUMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1008 ***********************************************************************
 HT1008  DESIGNATION -  31 C 2 C OF O
 HT1008  PID         -  HT1008
 HT1008  STATE/COUNTY-  CA/ALAMEDA
 HT1008  USGS QUAD   -  OAKLAND WEST (1993)
 HT1008
 HT1008                         *CURRENT SURVEY CONTROL
 HT1008  ___________________________________________________________________
 HT1008* NAD 83(1986)-  37 48 54.     (N)    122 15 51.     (W)     SCALED    
 HT1008* NAVD 88     -         8.20   (+/-2cm)      26.9    (feet)  VERTCON   
 HT1008  ___________________________________________________________________
 HT1008  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT1008  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1008
 HT1008.The horizontal coordinates were scaled from a topographic map and have
 HT1008.an estimated accuracy of +/- 6 seconds.
 HT1008
 HT1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1008.The vertical order pertains to the NGVD 29 superseded value.
 HT1008
 HT1008.The geoid height was determined by GEOID03.
 HT1008
 HT1008;                    North         East    Units  Estimated Accuracy
 HT1008;SPC CA 3     -   647,400.    1,844,680.      MT  (+/- 180 meters Scaled)
 HT1008
 HT1008                          SUPERSEDED SURVEY CONTROL
 HT1008
 HT1008  NGVD 29 (??/??/??)    7.373  (m)           24.19   (f) ADJUSTED    1 1
 HT1008
 HT1008.Superseded values are not recommended for survey control.
 HT1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1008.See file dsdata.txt to determine how the superseded data were derived.
 HT1008
 HT1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG647855(NAD 83)
 HT1008_MARKER: DD = SURVEY DISK
 HT1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1008_STAMPING: SEC 31 STA C-2
 HT1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1008+STABILITY: SURFACE MOTION
 HT1008
 HT1008  HISTORY     - Date     Condition        Report By
 HT1008  HISTORY     - UNK      MONUMENTED       CA2480
 HT1008  HISTORY     - 1951     GOOD             NGS
 HT1008  HISTORY     - 1969     GOOD             NGS
 HT1008  HISTORY     - 1987     GOOD             USPSQD
 HT1008  HISTORY     - 1989     GOOD             USPSQD
 HT1008
 HT1008                          STATION DESCRIPTION
 HT1008
 HT1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1008'AT OAKLAND.
 HT1008'AT OAKLAND, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 HT1008'BROADWAY AND 26TH STREET, ALONG THE EAST SIDEWALK OF BROADWAY,
 HT1008'82.6 FEET NORTH OF THE CENTER LINE OF THE STREET, 6.4 FEET EAST
 HT1008'OF THE EAST CURB OF BROADWAY, AND SET IN THE TOP OF A CONCRETE
 HT1008'ENCASED POST 0.9 FOOT BELOW THE SURFACE OF THE SIDEWALK.
 HT1008
 HT1008                          STATION RECOVERY (1969)
 HT1008
 HT1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT1008'RECOVERED IN GOOD CONDITION.
 HT1008
 HT1008                          STATION RECOVERY (1987)
 HT1008
 HT1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1008'RECOVERED IN GOOD CONDITION.
 HT1008
 HT1008                          STATION RECOVERY (1989)
 HT1008
 HT1008'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRB)
 HT1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0306 ***********************************************************************
 DY0306  DESIGNATION -  31 C OF LB
 DY0306  PID         -  DY0306
 DY0306  STATE/COUNTY-  CA/LOS ANGELES
 DY0306  USGS QUAD   -  LONG BEACH (1981)
 DY0306
 DY0306                         *CURRENT SURVEY CONTROL
 DY0306  ___________________________________________________________________
 DY0306* NAD 83(1986)-  33 46 58.     (N)    118 09 01.     (W)     SCALED    
 DY0306* NAVD 88     -        11.72   (+/-2cm)      38.5    (feet)  VERTCON   
 DY0306  ___________________________________________________________________
 DY0306  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DY0306  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0306
 DY0306.The horizontal coordinates were scaled from a topographic map and have
 DY0306.an estimated accuracy of +/- 6 seconds.
 DY0306
 DY0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0306.The vertical order pertains to the NGVD 29 superseded value.
 DY0306
 DY0306.The geoid height was determined by GEOID03.
 DY0306
 DY0306;                    North         East    Units  Estimated Accuracy
 DY0306;SPC CA 5     -   531,380.    1,986,080.      MT  (+/- 180 meters Scaled)
 DY0306
 DY0306                          SUPERSEDED SURVEY CONTROL
 DY0306
 DY0306  NGVD 29 (??/??/92)   10.938  (m)           35.89   (f) ADJ UNCH    1 2
 DY0306
 DY0306.Superseded values are not recommended for survey control.
 DY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0306.See file dsdata.txt to determine how the superseded data were derived.
 DY0306
 DY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT935386(NAD 83)
 DY0306_MARKER: DD = SURVEY DISK
 DY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0306_STAMPING: B M NO 31
 DY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0306+STABILITY: SURFACE MOTION
 DY0306
 DY0306  HISTORY     - Date     Condition        Report By
 DY0306  HISTORY     - UNK      MONUMENTED       CA1970
 DY0306  HISTORY     - 1954     GOOD             NGS
 DY0306  HISTORY     - 1958     GOOD             NGS
 DY0306
 DY0306                          STATION DESCRIPTION
 DY0306
 DY0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0306'AT LONG BEACH.
 DY0306'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION
 DY0306'OF ANAHEIM STREET AND LOMA AVENUE, IN THE SIDEWALK, 21.5 FEET
 DY0306'NORTH OF THE NORTH CURB OF THE STREET, 2.8 FEET EAST OF THE EAST
 DY0306'CURB OF THE AVENUE, 1.5 FEET BELOW THE SURFACE OF THE SIDEWALK,
 DY0306'AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0306'THROUGH A 5-INCH METAL PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0306
 DY0306                          STATION RECOVERY (1958)
 DY0306
 DY0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0113 ***********************************************************************
 DX0113  DESIGNATION -  31 D
 DX0113  PID         -  DX0113
 DX0113  STATE/COUNTY-  CA/RIVERSIDE
 DX0113  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0113
 DX0113                         *CURRENT SURVEY CONTROL
 DX0113  ___________________________________________________________________
 DX0113* NAD 83(1986)-  33 55 17.     (N)    116 22 54.     (W)     SCALED    
 DX0113* NAVD 88     -       415.17   (+/-2cm)    1362.1    (feet)  VERTCON   
 DX0113  ___________________________________________________________________
 DX0113  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DX0113  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0113
 DX0113.The horizontal coordinates were scaled from a topographic map and have
 DX0113.an estimated accuracy of +/- 6 seconds.
 DX0113
 DX0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0113.The vertical order pertains to the NGVD 29 superseded value.
 DX0113
 DX0113.The geoid height was determined by GEOID03.
 DX0113
 DX0113;                    North         East    Units  Estimated Accuracy
 DX0113;SPC CA 6     -   694,620.    1,987,830.      MT  (+/- 180 meters Scaled)
 DX0113
 DX0113                          SUPERSEDED SURVEY CONTROL
 DX0113
 DX0113  NGVD 29 (??/??/??)  414.425  (m)         1359.66   (f) ADJUSTED    1 2
 DX0113
 DX0113.Superseded values are not recommended for survey control.
 DX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0113.See file dsdata.txt to determine how the superseded data were derived.
 DX0113
 DX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT571536(NAD 83)
 DX0113_MARKER: DD = SURVEY DISK
 DX0113_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0113_SP_SET: UNSPECIFIED ROCK
 DX0113_STAMPING: 31 D 1931
 DX0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0113
 DX0113  HISTORY     - Date     Condition        Report By
 DX0113  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0113  HISTORY     - 1968     GOOD             CA-065
 DX0113  HISTORY     - 20020314 MARK NOT FOUND   USPSQD
 DX0113  HISTORY     - 20060326 MARK NOT FOUND   USPSQD
 DX0113
 DX0113                          STATION DESCRIPTION
 DX0113
 DX0113'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0113'10 MI E FROM GARNET.
 DX0113'10.0 MILES EAST OF GARNET, RIVERSIDE COUNTY, 5.6 MILES NORTHWEST
 DX0113'ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE ONE THOUSAND
 DX0113'PALMS ROAD, 0.2 MILE EAST OF THE JUNCTION OF THE WIDE CANYON
 DX0113'ROAD, ABOUT 500 FEET NORTH OF THE ROAD, ABOUT 5 FEET ABOVE THE
 DX0113'TOE OF THE SLOPE, AND IN ROCK.  A METROPOLITAN WATER DISTRICT
 DX0113'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 31 D 1931 AND
 DX0113'MARKED WITH A TEE.
 DX0113
 DX0113                          STATION RECOVERY (1968)
 DX0113
 DX0113'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0113'RECOVERED IN GOOD CONDITION.
 DX0113
 DX0113                          STATION RECOVERY (2002)
 DX0113
 DX0113'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAA)
 DX0113'FOUND WHAT IS BELIEVED TO BE THE WITNESS POST BUT NO MARK.
 DX0113
 DX0113                          STATION RECOVERY (2006)
 DX0113
 DX0113'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAA)
 DX0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9056 ***********************************************************************
 JT9056  DESIGNATION -  31 D
 JT9056  PID         -  JT9056
 JT9056  STATE/COUNTY-  CA/NAPA
 JT9056  USGS QUAD   -  NAPA (1980)
 JT9056
 JT9056                         *CURRENT SURVEY CONTROL
 JT9056  ___________________________________________________________________
 JT9056* NAD 83(1986)-  38 20 42.     (N)    122 16 04.     (W)     SCALED    
 JT9056* NAVD 88     -        23.59   (+/-2cm)      77.4    (feet)  VERTCON   
 JT9056  ___________________________________________________________________
 JT9056  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JT9056  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9056
 JT9056.The horizontal coordinates were scaled from a topographic map and have
 JT9056.an estimated accuracy of +/- 6 seconds.
 JT9056
 JT9056.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9056.The vertical order pertains to the NGVD 29 superseded value.
 JT9056
 JT9056.The geoid height was determined by GEOID03.
 JT9056
 JT9056;                    North         East    Units  Estimated Accuracy
 JT9056;SPC CA 2     -   575,330.    1,976,590.      MT  (+/- 180 meters Scaled)
 JT9056
 JT9056                          SUPERSEDED SURVEY CONTROL
 JT9056
 JT9056  NGVD 29 (??/??/92)   22.789  (m)           74.77   (f) ADJ UNCH    2 2
 JT9056
 JT9056.Superseded values are not recommended for survey control.
 JT9056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9056.See file dsdata.txt to determine how the superseded data were derived.
 JT9056
 JT9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639443(NAD 83)
 JT9056_MARKER: DD = SURVEY DISK
 JT9056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9056_SP_SET: CONCRETE POST
 JT9056_MARK LOGO: CA2330
 JT9056_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9056+STABILITY: SURFACE MOTION
 JT9056
 JT9056  HISTORY     - Date     Condition        Report By
 JT9056  HISTORY     - 1971     MONUMENTED       CA2330
 JT9056
 JT9056                          STATION DESCRIPTION
 JT9056
 JT9056'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9056'ALONG ATLAS PEAK ROAD, 1900 FT (579.1 M) SOUTH OF HARDMAN AT ANGLE
 JT9056'POINT, WEST OF EP NEAR DRIVEWAY, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9056'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1009 ***********************************************************************
 HT1009  DESIGNATION -  31 D C OF O
 HT1009  PID         -  HT1009
 HT1009  STATE/COUNTY-  CA/ALAMEDA
 HT1009  USGS QUAD   -  OAKLAND WEST (1993)
 HT1009
 HT1009                         *CURRENT SURVEY CONTROL
 HT1009  ___________________________________________________________________
 HT1009* NAD 83(1986)-  37 49 03.     (N)    122 15 46.     (W)     SCALED    
 HT1009* NAVD 88     -        13.05   (+/-2cm)      42.8    (feet)  VERTCON   
 HT1009  ___________________________________________________________________
 HT1009  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HT1009  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1009
 HT1009.The horizontal coordinates were scaled from a topographic map and have
 HT1009.an estimated accuracy of +/- 6 seconds.
 HT1009
 HT1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1009.The vertical order pertains to the NGVD 29 superseded value.
 HT1009
 HT1009.The geoid height was determined by GEOID03.
 HT1009
 HT1009;                    North         East    Units  Estimated Accuracy
 HT1009;SPC CA 3     -   647,680.    1,844,810.      MT  (+/- 180 meters Scaled)
 HT1009
 HT1009                          SUPERSEDED SURVEY CONTROL
 HT1009
 HT1009  NGVD 29 (??/??/??)   12.220  (m)           40.09   (f) ADJUSTED    1 1
 HT1009
 HT1009.Superseded values are not recommended for survey control.
 HT1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1009.See file dsdata.txt to determine how the superseded data were derived.
 HT1009
 HT1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG648858(NAD 83)
 HT1009_MARKER: DD = SURVEY DISK
 HT1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1009_STAMPING: SEC 31 STA D
 HT1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1009+STABILITY: SURFACE MOTION
 HT1009
 HT1009  HISTORY     - Date     Condition        Report By
 HT1009  HISTORY     - UNK      MONUMENTED       CA2480
 HT1009  HISTORY     - 1951     GOOD             NGS
 HT1009  HISTORY     - 1969     GOOD             NGS
 HT1009  HISTORY     - 1987     GOOD             USPSQD
 HT1009  HISTORY     - 1989     GOOD             USPSQD
 HT1009
 HT1009                          STATION DESCRIPTION
 HT1009
 HT1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1009'AT OAKLAND.
 HT1009'AT OAKLAND, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 HT1009'BROADWAY AND 29TH STREET, 11.4 FEET NORTH OF THE PROLONGATION
 HT1009'OF THE NORTH CURB OF THE STREET, 4.7 FEET EAST OF THE EAST CURB
 HT1009'OF BROADWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.9 FOOT
 HT1009'BELOW THE SURFACE OF THE SIDEWALK.
 HT1009
 HT1009                          STATION RECOVERY (1969)
 HT1009
 HT1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT1009'RECOVERED IN GOOD CONDITION.
 HT1009
 HT1009                          STATION RECOVERY (1987)
 HT1009
 HT1009'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1009'RECOVERED IN GOOD CONDITION.
 HT1009
 HT1009                          STATION RECOVERY (1989)
 HT1009
 HT1009'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRB)
 HT1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0114 ***********************************************************************
 DX0114  DESIGNATION -  31 E
 DX0114  PID         -  DX0114
 DX0114  STATE/COUNTY-  CA/RIVERSIDE
 DX0114  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0114
 DX0114                         *CURRENT SURVEY CONTROL
 DX0114  ___________________________________________________________________
 DX0114* NAD 83(1986)-  33 55 25.     (N)    116 24 06.     (W)     SCALED    
 DX0114* NAVD 88     -       407.461  (meters)    1336.81   (feet)  ADJUSTED  
 DX0114  ___________________________________________________________________
 DX0114  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DX0114  DYNAMIC HT  -         406.987 (meters)    1335.26  (feet)  COMP
 DX0114  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DX0114
 DX0114  VERT ORDER  -  FIRST     CLASS I
 DX0114
 DX0114.The horizontal coordinates were scaled from a topographic map and have
 DX0114.an estimated accuracy of +/- 6 seconds.
 DX0114
 DX0114.The orthometric height was determined by differential leveling
 DX0114.and adjusted in June 1991.
 DX0114
 DX0114.The geoid height was determined by GEOID03.
 DX0114
 DX0114.The dynamic height is computed by dividing the NAVD 88
 DX0114.geopotential number by the normal gravity value computed on the
 DX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0114.degrees latitude (g = 980.6199 gals.).
 DX0114
 DX0114.The modeled gravity was interpolated from observed gravity values.
 DX0114
 DX0114;                    North         East    Units  Estimated Accuracy
 DX0114;SPC CA 6     -   694,870.    1,985,980.      MT  (+/- 180 meters Scaled)
 DX0114
 DX0114                          SUPERSEDED SURVEY CONTROL
 DX0114
 DX0114  NGVD 29 (??/??/92)  406.716  (m)         1334.37   (f) ADJ UNCH    1 1
 DX0114
 DX0114.Superseded values are not recommended for survey control.
 DX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0114.See file dsdata.txt to determine how the superseded data were derived.
 DX0114
 DX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT553538(NAD 83)
 DX0114_MARKER: DD = SURVEY DISK
 DX0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0114_SP_SET: CONCRETE POST
 DX0114_STAMPING: 31 E 1931
 DX0114_MARK LOGO: MWDSC 
 DX0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0114+STABILITY: SURFACE MOTION
 DX0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0114+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2006
 DX0114
 DX0114  HISTORY     - Date     Condition        Report By
 DX0114  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0114  HISTORY     - 1968     GOOD             CA-065
 DX0114  HISTORY     - 1978     GOOD             NGS
 DX0114  HISTORY     - 1988     GOOD             NGS
 DX0114  HISTORY     - 19950528 GOOD             USPSQD
 DX0114  HISTORY     - 20020314 GOOD             USPSQD
 DX0114  HISTORY     - 20031105 GOOD             RCFC
 DX0114  HISTORY     - 20060326 GOOD             USPSQD
 DX0114
 DX0114                          STATION DESCRIPTION
 DX0114
 DX0114'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0114'8.8 MI E FROM GARNET.
 DX0114'ABOUT 8-3/4 MILES EAST OF GARNET, RIVERSIDE COUNTY, 0.9 MILE
 DX0114'WEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE WIDE CANYON
 DX0114'ROAD, 175 FEET NORTH OF THE AQUEDUCT ROAD, 90 FEET EAST OF THE
 DX0114'NORTH WIDE CANYON ROAD, AND SURROUNDED BY A FENCE.  A
 DX0114'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0114'DISK, STAMPED 31 E 1931 AND SET IN THE TOP OF A CONCRETE POST.
 DX0114'NOTE-- REPORTED IN FEBRUARY 1954 THAT THE TOP OF THE POST IS
 DX0114'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 DX0114
 DX0114                          STATION RECOVERY (1968)
 DX0114
 DX0114'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0114'RECOVERED IN GOOD CONDITION.
 DX0114
 DX0114                          STATION RECOVERY (1978)
 DX0114
 DX0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0114'2.5 MILES SOUTH ALONG PALM DRIVE FROM THE JUNCTION OF PIERSON
 DX0114'BOULEVARD, THENCE 5.8 MILES EAST ALONG DILLON ROAD, THENCE 0.25 MILE
 DX0114'NORTH ALONG A GRAVEL ROAD (DRISCOLL ROAD), 0.25  MILE EAST OF FORD
 DX0114'AVENUE, 96.9 FT. WEST OF THE CENTER LINE OF DRISCOLL ROAD, 31.4 FT.
 DX0114'EAST OF THE CENTER LINE OF A GRAVEL ROAD PARALLEL WITH DRISCOLL ROAD.
 DX0114
 DX0114                          STATION RECOVERY (1988)
 DX0114
 DX0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0114'RECOVERED IN GOOD CONDITION.
 DX0114
 DX0114                          STATION RECOVERY (1995)
 DX0114
 DX0114'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0114'RECOVERED IN GOOD CONDITION.
 DX0114
 DX0114                          STATION RECOVERY (2002)
 DX0114
 DX0114'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAA)
 DX0114'DESCRIPTION OK, EXCEPT DRISCOLL ROAD TO THE NORTH IS NOW CALLED VIRGO
 DX0114'ROAD.  DRISCOLL NOW ONLY GOES SOUTH OF DILLON.
 DX0114
 DX0114                          STATION RECOVERY (2003)
 DX0114
 DX0114'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2003 (RG)
 DX0114'RECOVERED AS DESCRIBED.
 DX0114
 DX0114                          STATION RECOVERY (2006)
 DX0114
 DX0114'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAA)
 DX0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9057 ***********************************************************************
 JT9057  DESIGNATION -  31 E
 JT9057  PID         -  JT9057
 JT9057  STATE/COUNTY-  CA/NAPA
 JT9057  USGS QUAD   -  NAPA (1980)
 JT9057
 JT9057                         *CURRENT SURVEY CONTROL
 JT9057  ___________________________________________________________________
 JT9057* NAD 83(1986)-  38 20 30.     (N)    122 15 52.     (W)     SCALED    
 JT9057* NAVD 88     -        22.50   (+/-2cm)      73.8    (feet)  VERTCON   
 JT9057  ___________________________________________________________________
 JT9057  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT9057  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9057
 JT9057.The horizontal coordinates were scaled from a topographic map and have
 JT9057.an estimated accuracy of +/- 6 seconds.
 JT9057
 JT9057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9057.The vertical order pertains to the NGVD 29 superseded value.
 JT9057
 JT9057.The geoid height was determined by GEOID03.
 JT9057
 JT9057;                    North         East    Units  Estimated Accuracy
 JT9057;SPC CA 2     -   574,960.    1,976,880.      MT  (+/- 180 meters Scaled)
 JT9057
 JT9057                          SUPERSEDED SURVEY CONTROL
 JT9057
 JT9057  NGVD 29 (??/??/92)   21.702  (m)           71.20   (f) ADJ UNCH    2 2
 JT9057
 JT9057.Superseded values are not recommended for survey control.
 JT9057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9057.See file dsdata.txt to determine how the superseded data were derived.
 JT9057
 JT9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642439(NAD 83)
 JT9057_MARKER: DD = SURVEY DISK
 JT9057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9057_SP_SET: CONCRETE POST
 JT9057_MARK LOGO: CA2330
 JT9057_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9057+STABILITY: SURFACE MOTION
 JT9057
 JT9057  HISTORY     - Date     Condition        Report By
 JT9057  HISTORY     - 1971     MONUMENTED       CA2330
 JT9057
 JT9057                          STATION DESCRIPTION
 JT9057
 JT9057'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9057'ALONG ATLAS PEAK ROAD, 100 FT (30.5 M) NORTH OF MILLIKAN CREEK BRIDGE,
 JT9057'WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9058 ***********************************************************************
 JT9058  DESIGNATION -  31 E 1
 JT9058  PID         -  JT9058
 JT9058  STATE/COUNTY-  CA/NAPA
 JT9058  USGS QUAD   -  NAPA (1980)
 JT9058
 JT9058                         *CURRENT SURVEY CONTROL
 JT9058  ___________________________________________________________________
 JT9058* NAD 83(1986)-  38 20 24.     (N)    122 15 46.     (W)     SCALED    
 JT9058* NAVD 88     -        18.64   (+/-2cm)      61.2    (feet)  VERTCON   
 JT9058  ___________________________________________________________________
 JT9058  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT9058  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9058
 JT9058.The horizontal coordinates were scaled from a topographic map and have
 JT9058.an estimated accuracy of +/- 6 seconds.
 JT9058
 JT9058.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9058.The vertical order pertains to the NGVD 29 superseded value.
 JT9058
 JT9058.The geoid height was determined by GEOID03.
 JT9058
 JT9058;                    North         East    Units  Estimated Accuracy
 JT9058;SPC CA 2     -   574,780.    1,977,030.      MT  (+/- 180 meters Scaled)
 JT9058
 JT9058                          SUPERSEDED SURVEY CONTROL
 JT9058
 JT9058  NGVD 29 (??/??/92)   17.833  (m)           58.51   (f) ADJ UNCH    2 2
 JT9058
 JT9058.Superseded values are not recommended for survey control.
 JT9058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9058.See file dsdata.txt to determine how the superseded data were derived.
 JT9058
 JT9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH644437(NAD 83)
 JT9058_MARKER: Z = SEE DESCRIPTION
 JT9058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9058_SP_SET: WELL MONUMENT
 JT9058_MARK LOGO: CA2330
 JT9058_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9058
 JT9058  HISTORY     - Date     Condition        Report By
 JT9058  HISTORY     - 1971     MONUMENTED       CA2330
 JT9058
 JT9058                          STATION DESCRIPTION
 JT9058
 JT9058'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9058'AT INTERSECTION OF ATLAS PEAK ROAD AND HILLCREST AVENUE.  A WELL
 JT9058'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1010 ***********************************************************************
 HT1010  DESIGNATION -  31 E C OF O
 HT1010  PID         -  HT1010
 HT1010  STATE/COUNTY-  CA/ALAMEDA
 HT1010  USGS QUAD   -  OAKLAND WEST (1993)
 HT1010
 HT1010                         *CURRENT SURVEY CONTROL
 HT1010  ___________________________________________________________________
 HT1010* NAD 83(1986)-  37 49 15.     (N)    122 15 38.     (W)     SCALED    
 HT1010* NAVD 88     -        17.52   (+/-2cm)      57.5    (feet)  VERTCON   
 HT1010  ___________________________________________________________________
 HT1010  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HT1010  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1010
 HT1010.The horizontal coordinates were scaled from a topographic map and have
 HT1010.an estimated accuracy of +/- 6 seconds.
 HT1010
 HT1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1010.The vertical order pertains to the NGVD 29 superseded value.
 HT1010
 HT1010.The geoid height was determined by GEOID03.
 HT1010
 HT1010;                    North         East    Units  Estimated Accuracy
 HT1010;SPC CA 3     -   648,050.    1,845,010.      MT  (+/- 180 meters Scaled)
 HT1010
 HT1010                          SUPERSEDED SURVEY CONTROL
 HT1010
 HT1010  NGVD 29 (??/??/??)   16.685  (m)           54.74   (f) ADJUSTED    1 1
 HT1010
 HT1010.Superseded values are not recommended for survey control.
 HT1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1010.See file dsdata.txt to determine how the superseded data were derived.
 HT1010
 HT1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG650861(NAD 83)
 HT1010_MARKER: DD = SURVEY DISK
 HT1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1010_STAMPING: SEC 31 STA E
 HT1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1010+STABILITY: SURFACE MOTION
 HT1010
 HT1010  HISTORY     - Date     Condition        Report By
 HT1010  HISTORY     - UNK      MONUMENTED       CA2480
 HT1010  HISTORY     - 1951     GOOD             NGS
 HT1010  HISTORY     - 1969     GOOD             NGS
 HT1010  HISTORY     - 1987     GOOD             USPSQD
 HT1010  HISTORY     - 1989     GOOD             USPSQD
 HT1010
 HT1010                          STATION DESCRIPTION
 HT1010
 HT1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1010'AT OAKLAND.
 HT1010'AT OAKLAND, AT THE SOUTHEAST CORNER OF THE JUNCTION OF BROADWAY
 HT1010'AND PIEDMONT AVENUE, 3.8 FEET SOUTHEAST OF THE PROLONGATION OF
 HT1010'THE SOUTHEAST CURB OF THE AVENUE, 1.7 FEET NORTH OF THE NORTH
 HT1010'EDGE OF A STEEL LIGHT POLE A 5934, 1.5 FEET EAST OF THE EAST CURB
 HT1010'OF BROADWAY, AND SET IN THE TOP OF A CONCRETE POST 0.9 FOOT BELOW
 HT1010'THE SURFACE OF THE SIDEWALK.
 HT1010
 HT1010                          STATION RECOVERY (1969)
 HT1010
 HT1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT1010'RECOVERED IN GOOD CONDITION.
 HT1010
 HT1010                          STATION RECOVERY (1987)
 HT1010
 HT1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1010'RECOVERED IN GOOD CONDITION.
 HT1010
 HT1010                          STATION RECOVERY (1989)
 HT1010
 HT1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRB)
 HT1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0116 ***********************************************************************
 DX0116  DESIGNATION -  31 F
 DX0116  PID         -  DX0116
 DX0116  STATE/COUNTY-  CA/RIVERSIDE
 DX0116  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0116
 DX0116                         *CURRENT SURVEY CONTROL
 DX0116  ___________________________________________________________________
 DX0116* NAD 83(1986)-  33 55 50.     (N)    116 25 13.     (W)     SCALED    
 DX0116* NAVD 88     -       354.94   (+/-2cm)    1164.5    (feet)  VERTCON   
 DX0116  ___________________________________________________________________
 DX0116  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DX0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0116
 DX0116.The horizontal coordinates were scaled from a topographic map and have
 DX0116.an estimated accuracy of +/- 6 seconds.
 DX0116
 DX0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0116.The vertical order pertains to the NGVD 29 superseded value.
 DX0116
 DX0116.The geoid height was determined by GEOID03.
 DX0116
 DX0116;                    North         East    Units  Estimated Accuracy
 DX0116;SPC CA 6     -   695,640.    1,984,260.      MT  (+/- 180 meters Scaled)
 DX0116
 DX0116                          SUPERSEDED SURVEY CONTROL
 DX0116
 DX0116  NGVD 29 (??/??/??)  354.189  (m)         1162.04   (f) ADJUSTED    1 2
 DX0116
 DX0116.Superseded values are not recommended for survey control.
 DX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0116.See file dsdata.txt to determine how the superseded data were derived.
 DX0116
 DX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT535546(NAD 83)
 DX0116_MARKER: DD = SURVEY DISK
 DX0116_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0116_SP_SET: UNSPECIFIED ROCK
 DX0116_STAMPING: 31 F 1931
 DX0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0116
 DX0116  HISTORY     - Date     Condition        Report By
 DX0116  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0116  HISTORY     - 1954     GOOD             DOD
 DX0116
 DX0116                          STATION DESCRIPTION
 DX0116
 DX0116'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0116'7.8 MI ENE FROM GARNET.
 DX0116'ABOUT 7-3/4 MILES EAST-NORTHEAST OF GARNET, RIVERSIDE COUNTY,
 DX0116'2.1 MILES WEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0116'WIDE CANYON ROAD, ABOUT 2000 FEET EAST OF THE SOUTH SEVEN PALMS
 DX0116'WASH ROAD, 330 FEET NORTHEAST OF THE AQUEDUCT ROAD, ON THE ROCKY
 DX0116'POINT OF A SMALL ISOLATED HILL, ABOUT 7 FEET ABOVE THE TOE OF THE
 DX0116'SLOPE, AND IN ROCK.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0116'CALIFORNIA STANDARD DISK, STAMPED 31 F 1931 AND MARKED WITH A
 DX0116'TEE.  NOTE-- REPORTED IN FEBRUARY 1954 THAT THIS DISK IS FLUSH
 DX0116'WITH THE SURFACE OF THE BOULDER.
 DX0116
 DX0116                          STATION RECOVERY (1954)
 DX0116
 DX0116'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 DX0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2231 ***********************************************************************
 EV2231  DESIGNATION -  31 FMK
 EV2231  PID         -  EV2231
 EV2231  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2231  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2231
 EV2231                         *CURRENT SURVEY CONTROL
 EV2231  ___________________________________________________________________
 EV2231* NAD 83(1986)-  34 59 39.     (N)    117 34 39.     (W)     SCALED    
 EV2231* NAVD 88     -       757.323  (meters)    2484.65   (feet)  ADJUSTED  
 EV2231  ___________________________________________________________________
 EV2231  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2231  DYNAMIC HT  -         756.468 (meters)    2481.85  (feet)  COMP
 EV2231  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 EV2231
 EV2231  VERT ORDER  -  FIRST     CLASS I
 EV2231
 EV2231.The horizontal coordinates were scaled from a topographic map and have
 EV2231.an estimated accuracy of +/- 6 seconds.
 EV2231
 EV2231.The orthometric height was determined by differential leveling
 EV2231.and adjusted in June 1991.
 EV2231
 EV2231.The geoid height was determined by GEOID03.
 EV2231
 EV2231.The dynamic height is computed by dividing the NAVD 88
 EV2231.geopotential number by the normal gravity value computed on the
 EV2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2231.degrees latitude (g = 980.6199 gals.).
 EV2231
 EV2231.The modeled gravity was interpolated from observed gravity values.
 EV2231
 EV2231;                    North         East    Units  Estimated Accuracy
 EV2231;SPC CA 5     -   665,820.    2,038,570.      MT  (+/- 180 meters Scaled)
 EV2231
 EV2231                          SUPERSEDED SURVEY CONTROL
 EV2231
 EV2231  NGVD 29 (??/??/92)  756.526  (m)         2482.04   (f) ADJ UNCH    1 1
 EV2231
 EV2231.Superseded values are not recommended for survey control.
 EV2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2231.See file dsdata.txt to determine how the superseded data were derived.
 EV2231
 EV2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU472725(NAD 83)
 EV2231_MARKER: DD = SURVEY DISK
 EV2231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2231_SP_SET: 10 FEET
 EV2231_STAMPING: 31 FMK 1973
 EV2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2231
 EV2231  HISTORY     - Date     Condition        Report By
 EV2231  HISTORY     - 1973     MONUMENTED       USGS
 EV2231  HISTORY     - 1974     GOOD             NGS
 EV2231  HISTORY     - 1977     GOOD             NGS
 EV2231
 EV2231                          STATION DESCRIPTION
 EV2231
 EV2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2231'4.2 MI E FROM BORON.
 EV2231'4.25 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2231'FROM THE STATION AT BORON, 1 1/2 FEET EAST OF THE SIXTH TELEPHONE
 EV2231'POLE EAST OF MILEPOST 780, 41.5 FEET SOUTH OF THE SOUTH RAIL,
 EV2231'10 1/2 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET
 EV2231'WEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, A
 EV2231'DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10
 EV2231'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC
 EV2231'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 2, T10N, R7W
 EV2231
 EV2231                          STATION RECOVERY (1977)
 EV2231
 EV2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0118 ***********************************************************************
 DX0118  DESIGNATION -  31 G
 DX0118  PID         -  DX0118
 DX0118  STATE/COUNTY-  CA/RIVERSIDE
 DX0118  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0118
 DX0118                         *CURRENT SURVEY CONTROL
 DX0118  ___________________________________________________________________
 DX0118* NAD 83(1986)-  33 56 18.     (N)    116 26 09.     (W)     SCALED    
 DX0118* NAVD 88     -       350.01   (+/-2cm)    1148.3    (feet)  VERTCON   
 DX0118  ___________________________________________________________________
 DX0118  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DX0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0118
 DX0118.The horizontal coordinates were scaled from a topographic map and have
 DX0118.an estimated accuracy of +/- 6 seconds.
 DX0118
 DX0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0118.The vertical order pertains to the NGVD 29 superseded value.
 DX0118
 DX0118.The geoid height was determined by GEOID03.
 DX0118
 DX0118;                    North         East    Units  Estimated Accuracy
 DX0118;SPC CA 6     -   696,500.    1,982,820.      MT  (+/- 180 meters Scaled)
 DX0118
 DX0118                          SUPERSEDED SURVEY CONTROL
 DX0118
 DX0118  NGVD 29 (??/??/??)  349.256  (m)         1145.85   (f) ADJUSTED    1 2
 DX0118
 DX0118.Superseded values are not recommended for survey control.
 DX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0118.See file dsdata.txt to determine how the superseded data were derived.
 DX0118
 DX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT521554(NAD 83)
 DX0118_MARKER: DD = SURVEY DISK
 DX0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0118_STAMPING: 31 G 1931
 DX0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0118+STABILITY: SURFACE MOTION
 DX0118
 DX0118  HISTORY     - Date     Condition        Report By
 DX0118  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0118  HISTORY     - 1954     GOOD             DOD
 DX0118
 DX0118                          STATION DESCRIPTION
 DX0118
 DX0118'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0118'7 MI ENE FROM GARNET.
 DX0118'7.0 MILES EAST-NORTHEAST OF GARNET, RIVERSIDE COUNTY, 3.1 MILES
 DX0118'WEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE WIDE
 DX0118'CANYON ROAD, 0.5 MILE WEST OF THE SOUTH SEVEN PALMS WASH ROAD, 85
 DX0118'FEET NORTHEAST OF THE ROAD, ABOUT 100 FEET SOUTHWEST OF THE
 DX0118'POINT OF A SMALL HILL, AND SURROUNED BY A FENCE.  A METROPOLITAN
 DX0118'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DX0118'31 G 1931 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- REPORTED
 DX0118'IN FEBRUARY 1954 THAT THE TOP OF THE POST IS ABOUT 8 INCHES
 DX0118'ABOVE THE SURFACE OF THE GROUND.
 DX0118
 DX0118                          STATION RECOVERY (1954)
 DX0118
 DX0118'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 DX0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0121 ***********************************************************************
 DX0121  DESIGNATION -  31 H
 DX0121  PID         -  DX0121
 DX0121  STATE/COUNTY-  CA/RIVERSIDE
 DX0121  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0121
 DX0121                         *CURRENT SURVEY CONTROL
 DX0121  ___________________________________________________________________
 DX0121* NAD 83(1986)-  33 56 44.     (N)    116 27 09.     (W)     SCALED    
 DX0121* NAVD 88     -       381.87   (+/-2cm)    1252.9    (feet)  VERTCON   
 DX0121  ___________________________________________________________________
 DX0121  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DX0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0121
 DX0121.The horizontal coordinates were scaled from a topographic map and have
 DX0121.an estimated accuracy of +/- 6 seconds.
 DX0121
 DX0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0121.The vertical order pertains to the NGVD 29 superseded value.
 DX0121
 DX0121.The geoid height was determined by GEOID03.
 DX0121
 DX0121;                    North         East    Units  Estimated Accuracy
 DX0121;SPC CA 6     -   697,310.    1,981,280.      MT  (+/- 180 meters Scaled)
 DX0121
 DX0121                          SUPERSEDED SURVEY CONTROL
 DX0121
 DX0121  NGVD 29 (??/??/??)  381.114  (m)         1250.37   (f) ADJUSTED    1 2
 DX0121
 DX0121.Superseded values are not recommended for survey control.
 DX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0121.See file dsdata.txt to determine how the superseded data were derived.
 DX0121
 DX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT505562(NAD 83)
 DX0121_MARKER: DD = SURVEY DISK
 DX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0121_SP_SET: CONCRETE POST
 DX0121_STAMPING: 31 H 1931
 DX0121_MARK LOGO: MWDSC 
 DX0121_PROJECTION: PROJECTING 5 CENTIMETERS
 DX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0121+STABILITY: SURFACE MOTION
 DX0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0121+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 DX0121
 DX0121  HISTORY     - Date     Condition        Report By
 DX0121  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0121  HISTORY     - 1954     GOOD             DOD
 DX0121  HISTORY     - 1986     GOOD             NGS
 DX0121  HISTORY     - 20010326 GOOD             USPSQD
 DX0121
 DX0121                          STATION DESCRIPTION
 DX0121
 DX0121'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0121'6.5 MI ENE FROM GARNET.
 DX0121'ABOUT 6-1/2 MILES EAST-NORTHEAST OF GARNET, RIVERSIDE COUNTY,
 DX0121'0.2 MILE EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0121'LONG CANYON ROAD, ABOUT 100 FEET NORTHEAST OF THE ROAD, AND
 DX0121'SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT OF
 DX0121'SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 31 H 1931 AND SET IN
 DX0121'THE TOP OF A CONCRETE POST.  NOTE-- REPORTED IN FEBRUARY 1954
 DX0121'THAT THE TOP OF THIS POST IS ABOUT 8 INCHES ABOVE THE GROUND.
 DX0121
 DX0121                          STATION RECOVERY (1954)
 DX0121
 DX0121'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 DX0121'RECOVERED IN GOOD CONDITION.
 DX0121
 DX0121                          STATION RECOVERY (1986)
 DX0121
 DX0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0121'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.33 KM (0.21
 DX0121'MI) EAST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0121'SPRING, THENCE 0.81 KM (0.50 MI) SOUTH ALONG PALM DRIVE, THENCE 4.29
 DX0121'KM (2.67 MI) EAST ALONG HACIENDA DRIVE, THENCE 0.46 KM (0.29 MI)
 DX0121'SOUTH ALONG WIDE CANYON ROAD, THENCE 0.40 KM (0.25 MI) EAST ALONG A
 DX0121'PAVED ROAD, THENCE 0.27 KM (0.17 MI) NORTH ALONG A PAVED ROAD, 41.1
 DX0121'METERS (135 FT) EAST OF THE CENTER OF THE PAVED ROAD LEADING NORTH,
 DX0121'18.9 METERS (62 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST
 DX0121'AND 30.0 METERS (100 FT) EAST OF A WITNESS POST.  NOTE--NOT LEVELED
 DX0121'THIS SURVEY.
 DX0121'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 DX0121'THE MARK IS 1.0 M ABOVE THE PAVED ROAD.
 DX0121
 DX0121                          STATION RECOVERY (2001)
 DX0121
 DX0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0121'OK-EXCEPT WITNESS MARK 0.6 METER FROM MARK IS BROKEN OFF 0.2 METERS
 DX0121'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0124 ***********************************************************************
 DX0124  DESIGNATION -  31 J
 DX0124  PID         -  DX0124
 DX0124  STATE/COUNTY-  CA/RIVERSIDE
 DX0124  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0124
 DX0124                         *CURRENT SURVEY CONTROL
 DX0124  ___________________________________________________________________
 DX0124* NAD 83(1986)-  33 57 04.     (N)    116 27 26.     (W)     SCALED    
 DX0124* NAVD 88     -       384.10   (+/-2cm)    1260.2    (feet)  VERTCON   
 DX0124  ___________________________________________________________________
 DX0124  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DX0124  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0124
 DX0124.The horizontal coordinates were scaled from a topographic map and have
 DX0124.an estimated accuracy of +/- 6 seconds.
 DX0124
 DX0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0124.The vertical order pertains to the NGVD 29 superseded value.
 DX0124
 DX0124.The geoid height was determined by GEOID03.
 DX0124
 DX0124;                    North         East    Units  Estimated Accuracy
 DX0124;SPC CA 6     -   697,930.    1,980,850.      MT  (+/- 180 meters Scaled)
 DX0124
 DX0124                          SUPERSEDED SURVEY CONTROL
 DX0124
 DX0124  NGVD 29 (??/??/??)  383.345  (m)         1257.69   (f) ADJUSTED    1 2
 DX0124
 DX0124.Superseded values are not recommended for survey control.
 DX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0124.See file dsdata.txt to determine how the superseded data were derived.
 DX0124
 DX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT501568(NAD 83)
 DX0124_MARKER: DD = SURVEY DISK
 DX0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0124_STAMPING: 31 J 1931
 DX0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0124+STABILITY: SURFACE MOTION
 DX0124
 DX0124  HISTORY     - Date     Condition        Report By
 DX0124  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0124
 DX0124                          STATION DESCRIPTION
 DX0124
 DX0124'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0124'6.5 MI NE FROM GARNET.
 DX0124'ABOUT 6-1/2 MILES NORTHEAST OF GARNET, RIVERSIDE COUNTY, ABOUT
 DX0124'800 FEET WEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 DX0124'LONG CANYON ROAD, 30 FEET NORTHEAST OF THE ROAD, AND SURROUNDED
 DX0124'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0124'STANDARD DISK, STAMPED 31 J 1931 AND SET IN THE TOP OF A CONCRETE
 DX0124'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0125 ***********************************************************************
 DX0125  DESIGNATION -  31 K
 DX0125  PID         -  DX0125
 DX0125  STATE/COUNTY-  CA/RIVERSIDE
 DX0125  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0125
 DX0125                         *CURRENT SURVEY CONTROL
 DX0125  ___________________________________________________________________
 DX0125* NAD 83(1986)-  33 57 21.     (N)    116 28 22.     (W)     SCALED    
 DX0125* NAVD 88     -       388.69   (+/-2cm)    1275.2    (feet)  VERTCON   
 DX0125  ___________________________________________________________________
 DX0125  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DX0125  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0125
 DX0125.The horizontal coordinates were scaled from a topographic map and have
 DX0125.an estimated accuracy of +/- 6 seconds.
 DX0125
 DX0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0125.The vertical order pertains to the NGVD 29 superseded value.
 DX0125
 DX0125.The geoid height was determined by GEOID03.
 DX0125
 DX0125;                    North         East    Units  Estimated Accuracy
 DX0125;SPC CA 6     -   698,450.    1,979,410.      MT  (+/- 180 meters Scaled)
 DX0125
 DX0125                          SUPERSEDED SURVEY CONTROL
 DX0125
 DX0125  NGVD 29 (??/??/??)  387.933  (m)         1272.74   (f) ADJUSTED    1 2
 DX0125
 DX0125.Superseded values are not recommended for survey control.
 DX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0125.See file dsdata.txt to determine how the superseded data were derived.
 DX0125
 DX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT487573(NAD 83)
 DX0125_MARKER: DD = SURVEY DISK
 DX0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0125_STAMPING: 31 K 1931
 DX0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0125+STABILITY: SURFACE MOTION
 DX0125
 DX0125  HISTORY     - Date     Condition        Report By
 DX0125  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0125
 DX0125                          STATION DESCRIPTION
 DX0125
 DX0125'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0125'5.5 MI NE FROM GARNET.
 DX0125'ABOUT 5-1/2 MILES NORTHEAST OF GARNET, RIVERSIDE COUNTY, 1.1
 DX0125'MILES WEST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE LONG
 DX0125'CANYON ROAD, 75 FEET NORTH OF THE ROAD, AND SURROUNDED BY A
 DX0125'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0125'STANDARD DISK, STAMPED 31 K 1931 AND SET IN THE TOP OF A CONCRETE
 DX0125'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0126 ***********************************************************************
 DX0126  DESIGNATION -  31 L
 DX0126  PID         -  DX0126
 DX0126  STATE/COUNTY-  CA/RIVERSIDE
 DX0126  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0126
 DX0126                         *CURRENT SURVEY CONTROL
 DX0126  ___________________________________________________________________
 DX0126* NAD 83(1986)-  33 57 40.     (N)    116 29 05.     (W)     SCALED    
 DX0126* NAVD 88     -       375.51   (+/-2cm)    1232.0    (feet)  VERTCON   
 DX0126  ___________________________________________________________________
 DX0126  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DX0126  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0126
 DX0126.The horizontal coordinates were scaled from a topographic map and have
 DX0126.an estimated accuracy of +/- 6 seconds.
 DX0126
 DX0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0126.The vertical order pertains to the NGVD 29 superseded value.
 DX0126
 DX0126.The geoid height was determined by GEOID03.
 DX0126
 DX0126;                    North         East    Units  Estimated Accuracy
 DX0126;SPC CA 6     -   699,040.    1,978,310.      MT  (+/- 180 meters Scaled)
 DX0126
 DX0126                          SUPERSEDED SURVEY CONTROL
 DX0126
 DX0126  NGVD 29 (??/??/??)  374.751  (m)         1229.50   (f) ADJUSTED    1 2
 DX0126
 DX0126.Superseded values are not recommended for survey control.
 DX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0126.See file dsdata.txt to determine how the superseded data were derived.
 DX0126
 DX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT476579(NAD 83)
 DX0126_MARKER: DD = SURVEY DISK
 DX0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0126_SP_SET: CONCRETE POST
 DX0126_STAMPING: 31 L 1931
 DX0126_MARK LOGO: MWDSC 
 DX0126_PROJECTION: PROJECTING 3 CENTIMETERS
 DX0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0126+STABILITY: SURFACE MOTION
 DX0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0126+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 DX0126
 DX0126  HISTORY     - Date     Condition        Report By
 DX0126  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0126  HISTORY     - 1986     GOOD             NGS
 DX0126  HISTORY     - 20010326 GOOD             USPSQD
 DX0126
 DX0126                          STATION DESCRIPTION
 DX0126
 DX0126'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0126'5.5 MI NE FROM GARNET.
 DX0126'ABOUT 5-1/2 MILES NORTHEAST OF GARNET, RIVERSIDE COUNTY, ABOUT
 DX0126'5-1/2 MILES EAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF
 DX0126'THE MORONGO VALLEY ROAD, 2.9 MILES NORTHWEST OF THE JUNCTION
 DX0126'OF THE LONG CANYON ROAD, 40 FEET NORTH OF A SHARP TURN TO THE
 DX0126'WEST AT THE BEGINNING OF A LONG TANGENT, AND SURROUNDED BY A
 DX0126'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0126'STANDARD DISK, STAMPED 31 L 1931 AND SET IN THE TOP OF A CONCRETE
 DX0126'POST.
 DX0126
 DX0126                          STATION RECOVERY (1986)
 DX0126
 DX0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.80 KM (1.12
 DX0126'MI) EAST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0126'SPRINGS, 2-POWER POLES WEST OF THE CURVE FORMED BY THE JUNCTION OF
 DX0126'THE BOULEVARD AND MIRACLE HILL ROAD, 15.2 METERS (50 FT) NORTH OF THE
 DX0126'CENTER OF THE BOULEVARD AND 4.6 METERS (15 FT) NORTHWEST OF POWER
 DX0126'POLE 2130233E.  NOT LEVELED TO DURING THIS SURVEY.
 DX0126'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DX0126'THE MARK IS 1.2 M ABOVE THE ROAD.
 DX0126
 DX0126                          STATION RECOVERY (2001)
 DX0126
 DX0126'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0126'OK AS IN 1986
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0744 ***********************************************************************
 DZ0744  DESIGNATION -  31 LA
 DZ0744  PID         -  DZ0744
 DZ0744  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0744  USGS QUAD   -  SURF (1974)
 DZ0744
 DZ0744                         *CURRENT SURVEY CONTROL
 DZ0744  ___________________________________________________________________
 DZ0744* NAD 83(1986)-  34 39 30.     (N)    120 32 35.     (W)     SCALED    
 DZ0744* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 DZ0744  ___________________________________________________________________
 DZ0744  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DZ0744  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0744
 DZ0744.The horizontal coordinates were scaled from a topographic map and have
 DZ0744.an estimated accuracy of +/- 6 seconds.
 DZ0744
 DZ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0744.The vertical order pertains to the NGVD 29 superseded value.
 DZ0744
 DZ0744.The geoid height was determined by GEOID03.
 DZ0744
 DZ0744;                    North         East    Units  Estimated Accuracy
 DZ0744;SPC CA 5     -   631,440.    1,766,930.      MT  (+/- 180 meters Scaled)
 DZ0744
 DZ0744                          SUPERSEDED SURVEY CONTROL
 DZ0744
 DZ0744  NGVD 29 (??/??/92)   10.17   (m)           33.4    (f) COMPUTED    1 2
 DZ0744
 DZ0744.Superseded values are not recommended for survey control.
 DZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0744.See file dsdata.txt to determine how the superseded data were derived.
 DZ0744
 DZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD251379(NAD 83)
 DZ0744_MARKER: P = PIPE CAP
 DZ0744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0744_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0744_STAMPING: 31 LA
 DZ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0744
 DZ0744  HISTORY     - Date     Condition        Report By
 DZ0744  HISTORY     - UNK      MONUMENTED       USGS
 DZ0744  HISTORY     - 1956     GOOD             NGS
 DZ0744  HISTORY     - 19890209 MARK NOT FOUND   NGS
 DZ0744
 DZ0744                          STATION DESCRIPTION
 DZ0744
 DZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0744'5.2 MI W FROM LOMPOC.
 DZ0744'5.2 MILES WEST ALONG STATE HIGHWAY 150 FROM THE BANK OF AMERICA
 DZ0744'AT LOMPOC, 4.8 MILES EAST ALONG STATE HIGHWAY 150 FROM THE
 DZ0744'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SURF, 0.4 MILE
 DZ0744'NORTHWEST OF THE Y JUNCTION OF UNION AVENUE LEADING NORTH, 31.3
 DZ0744'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET
 DZ0744'SOUTHWEST OF AN 8-INCH IRON PIPE WATER LINE LEADING TO SURF, 2
 DZ0744'FEET NORTHEAST OF TELEPHONE POLE 4896T, 1.6 FEET NORTHWEST OF A
 DZ0744'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE
 DZ0744'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE
 DZ0744'GROUND.
 DZ0744
 DZ0744                          STATION RECOVERY (1989)
 DZ0744
 DZ0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0127 ***********************************************************************
 DX0127  DESIGNATION -  31 M
 DX0127  PID         -  DX0127
 DX0127  STATE/COUNTY-  CA/RIVERSIDE
 DX0127  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0127
 DX0127                         *CURRENT SURVEY CONTROL
 DX0127  ___________________________________________________________________
 DX0127* NAD 83(1986)-  33 58 34.     (N)    116 30 08.     (W)     SCALED    
 DX0127* NAVD 88     -       408.79   (+/-2cm)    1341.2    (feet)  VERTCON   
 DX0127  ___________________________________________________________________
 DX0127  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DX0127  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0127
 DX0127.The horizontal coordinates were scaled from a topographic map and have
 DX0127.an estimated accuracy of +/- 6 seconds.
 DX0127
 DX0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0127.The vertical order pertains to the NGVD 29 superseded value.
 DX0127
 DX0127.The geoid height was determined by GEOID03.
 DX0127
 DX0127;                    North         East    Units  Estimated Accuracy
 DX0127;SPC CA 6     -   700,710.    1,976,690.      MT  (+/- 180 meters Scaled)
 DX0127
 DX0127                          SUPERSEDED SURVEY CONTROL
 DX0127
 DX0127  NGVD 29 (??/??/??)  408.014  (m)         1338.63   (f) ADJUSTED    1 2
 DX0127
 DX0127.Superseded values are not recommended for survey control.
 DX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0127.See file dsdata.txt to determine how the superseded data were derived.
 DX0127
 DX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT459596(NAD 83)
 DX0127_MARKER: DD = SURVEY DISK
 DX0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0127_STAMPING: 31 M 1931
 DX0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0127+STABILITY: SURFACE MOTION
 DX0127
 DX0127  HISTORY     - Date     Condition        Report By
 DX0127  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0127  HISTORY     - 20010309 MARK NOT FOUND   USPSQD
 DX0127
 DX0127                          STATION DESCRIPTION
 DX0127
 DX0127'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0127'5.5 MI NNE FROM GARNET.
 DX0127'ABOUT 5-1/2 MILES NORTH-NORTHEAST OF GARNET, RIVERSIDE COUNTY,
 DX0127'1.0 MILE NORTH OF A LONG EAST-AND-WEST TANGENT ON THE AQUEDUCT
 DX0127'ROAD, ABOUT 1/2 MILE NORTH OF THE PLEASANT VIEW RANCH HOUSE,
 DX0127'ABOUT 300 FEET NORTHEAST OF THE INTERSECTION OF TWO SECTION-LINE
 DX0127'ROADS, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 DX0127'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 31 M 1931 AND SET
 DX0127'IN THE TOP OF A CONCRETE POST.
 DX0127
 DX0127                          STATION RECOVERY (2001)
 DX0127
 DX0127'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0127'NEW ROADS AND HOUSING DEVELOPMENT HAS APPARENTLY OVERRIDDEN THE MARK
 DX0127'SINCE 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1147 ***********************************************************************
 JT1147  DESIGNATION -  31 M
 JT1147  PID         -  JT1147
 JT1147  STATE/COUNTY-  CA/SONOMA
 JT1147  USGS QUAD   -  GEYSERVILLE (1997)
 JT1147
 JT1147                         *CURRENT SURVEY CONTROL
 JT1147  ___________________________________________________________________
 JT1147* NAD 83(1986)-  38 43 13.     (N)    122 59 54.     (W)     SCALED    
 JT1147* NAVD 88     -        65.43   (+/-2cm)     214.7    (feet)  VERTCON   
 JT1147  ___________________________________________________________________
 JT1147  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JT1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1147
 JT1147.The horizontal coordinates were scaled from a topographic map and have
 JT1147.an estimated accuracy of +/- 6 seconds.
 JT1147
 JT1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1147.The vertical order pertains to the NGVD 29 superseded value.
 JT1147
 JT1147.The geoid height was determined by GEOID03.
 JT1147
 JT1147;                    North         East    Units  Estimated Accuracy
 JT1147;SPC CA 2     -   617,430.    1,913,190.      MT  (+/- 180 meters Scaled)
 JT1147
 JT1147                          SUPERSEDED SURVEY CONTROL
 JT1147
 JT1147  NGVD 29 (??/??/92)   64.55   (m)          211.8    (f) COMPUTED    2 0
 JT1147
 JT1147.Superseded values are not recommended for survey control.
 JT1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1147.See file dsdata.txt to determine how the superseded data were derived.
 JT1147
 JT1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH001857(NAD 83)
 JT1147_MARKER: DD = SURVEY DISK
 JT1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1147_SP_SET: ABUTMENT
 JT1147_STAMPING: 31 M 1933 211
 JT1147_MARK LOGO: USGS  
 JT1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1147
 JT1147  HISTORY     - Date     Condition        Report By
 JT1147  HISTORY     - 1933     MONUMENTED       USGS
 JT1147  HISTORY     - 1935     GOOD             CGS
 JT1147  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1147
 JT1147                          STATION DESCRIPTION
 JT1147
 JT1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1147'3 MI NE FROM SKAGGS SPRINGS.
 JT1147'3.0 MILES NORTHEAST ALONG THE GEYSERVILLE-STEWARTS POINT ROAD
 JT1147'FROM THE POST OFFICE AT SKAGGS SPRINGS, SONOMA COUNTY, 6.4
 JT1147'MILES NORTHWEST OF GEYSERVILLE, 10 FEET EAST OF THE JUNCTION
 JT1147'OF A ROAD LEADING TO FLATRIDGE RANCH, AT A WOODEN BRIDGE OVER
 JT1147'DRY CREEK, IN THE TOP OF THE EAST WING WALL OF THE NORTH CONCRETE
 JT1147'ABUTMENT, AND 4 FEET FROM THE FACE OF THE NORTH RETAINING WALL.
 JT1147'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JT1147'STAMPED---31 M 1933 211---.
 JT1147
 JT1147                          STATION RECOVERY (1960)
 JT1147
 JT1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0152 ***********************************************************************
 DX0152  DESIGNATION -  31 N
 DX0152  PID         -  DX0152
 DX0152  STATE/COUNTY-  CA/RIVERSIDE
 DX0152  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0152
 DX0152                         *CURRENT SURVEY CONTROL
 DX0152  ___________________________________________________________________
 DX0152* NAD 83(1986)-  33 58 49.     (N)    116 30 22.     (W)     SCALED    
 DX0152* NAVD 88     -       408.40   (+/-2cm)    1339.9    (feet)  VERTCON   
 DX0152  ___________________________________________________________________
 DX0152  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DX0152  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0152
 DX0152.The horizontal coordinates were scaled from a topographic map and have
 DX0152.an estimated accuracy of +/- 6 seconds.
 DX0152
 DX0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0152.The vertical order pertains to the NGVD 29 superseded value.
 DX0152
 DX0152.The geoid height was determined by GEOID03.
 DX0152
 DX0152;                    North         East    Units  Estimated Accuracy
 DX0152;SPC CA 6     -   701,170.    1,976,330.      MT  (+/- 180 meters Scaled)
 DX0152
 DX0152                          SUPERSEDED SURVEY CONTROL
 DX0152
 DX0152  NGVD 29 (??/??/??)  407.622  (m)         1337.34   (f) ADJUSTED    1 2
 DX0152
 DX0152.Superseded values are not recommended for survey control.
 DX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0152.See file dsdata.txt to determine how the superseded data were derived.
 DX0152
 DX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT456600(NAD 83)
 DX0152_MARKER: DD = SURVEY DISK
 DX0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0152_STAMPING: 31 N 1931
 DX0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0152+STABILITY: SURFACE MOTION
 DX0152
 DX0152  HISTORY     - Date     Condition        Report By
 DX0152  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0152  HISTORY     - 1967     GOOD             NGS
 DX0152  HISTORY     - 20010309 MARK NOT FOUND   USPSQD
 DX0152
 DX0152                          STATION DESCRIPTION
 DX0152
 DX0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DX0152'1.2 MI N FROM DESERT HOT SPRINGS.
 DX0152'LOCATED ABOUT 0.2 MILE SOUTH OF A WOOD FRAME HOUSE, 0.1 MILE
 DX0152'SOUTH OF THE BASE OF THE FOOTHILLS AND WHERE THE DRIVEWAY TO
 DX0152'THE HOUSE TURNS TO THE EAST, 0.3 MILE NORTH OF 16TH STREET, 0.2
 DX0152'MILE EAST OF WEST DRIVE AND 1 FOOT WEST OF A METAL WITNESS POST
 DX0152'WITH SIGN.  THE DISK IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE
 DX0152'POST THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DX0152'TO REACH FROM THE POST OFFICE IN DESERT HOT SPRINGS, GO WEST ON
 DX0152'PIERSON BLVD. FOR 0.4 MILE TO WEST DRIVE, TURN RIGHT (NORTH) ON
 DX0152'WEST DRIVE FOR 1.3 MILE TO AVENIDA BORONA, TURN RIGHT (EAST) ON
 DX0152'AVENIDA BORONA FOR 0.2 MILE AND THE MARK ABOUT 350 FEET NORTH OF
 DX0152'THE CENTER OF THE STREET.
 DX0152
 DX0152                          STATION RECOVERY (2001)
 DX0152
 DX0152'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0152'NEW ROADS AND HOUSING DEVELOPMENT HAS APPARENTLY OVERRIDDEN THE MARK
 DX0152'SINCE FOUND IN 1967, BY NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0151 ***********************************************************************
 DX0151  DESIGNATION -  31 P
 DX0151  PID         -  DX0151
 DX0151  STATE/COUNTY-  CA/RIVERSIDE
 DX0151  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0151
 DX0151                         *CURRENT SURVEY CONTROL
 DX0151  ___________________________________________________________________
 DX0151* NAD 83(1986)-  33 59 10.     (N)    116 31 25.     (W)     SCALED    
 DX0151* NAVD 88     -       412.62   (+/-2cm)    1353.7    (feet)  VERTCON   
 DX0151  ___________________________________________________________________
 DX0151  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DX0151  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0151
 DX0151.The horizontal coordinates were scaled from a topographic map and have
 DX0151.an estimated accuracy of +/- 6 seconds.
 DX0151
 DX0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0151.The vertical order pertains to the NGVD 29 superseded value.
 DX0151
 DX0151.The geoid height was determined by GEOID03.
 DX0151
 DX0151;                    North         East    Units  Estimated Accuracy
 DX0151;SPC CA 6     -   701,820.    1,974,720.      MT  (+/- 180 meters Scaled)
 DX0151
 DX0151                          SUPERSEDED SURVEY CONTROL
 DX0151
 DX0151  NGVD 29 (??/??/??)  411.840  (m)         1351.18   (f) ADJUSTED    1 2
 DX0151
 DX0151.Superseded values are not recommended for survey control.
 DX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0151.See file dsdata.txt to determine how the superseded data were derived.
 DX0151
 DX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT440607(NAD 83)
 DX0151_MARKER: DD = SURVEY DISK
 DX0151_SETTING: 0 = UNSPECIFIED SETTING
 DX0151_STAMPING: 31 P 1931
 DX0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0151
 DX0151  HISTORY     - Date     Condition        Report By
 DX0151  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0151  HISTORY     - 1967     GOOD             NGS
 DX0151  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 DX0151  HISTORY     - 20010323 GOOD             USPSQD
 DX0151
 DX0151                          STATION DESCRIPTION
 DX0151
 DX0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DX0151'2.2 MI NW FROM DESERT HOT SPRING.
 DX0151'LOCATED ABOUT 1000 FEET EAST OF A POWER LINE ON LITTLE MORONGO
 DX0151'DRIVE, 0.05 MILE EAST OF THE EAST BANK OF LITTLE MORONGO WASH
 DX0151'AND ON THE SECOND FINGER OF THE RIDGE EAST OF THE WASH.  1 FOOT
 DX0151'WEST OF A METAL WITNESS POST WITH SIGN, 40 FEET NORTH AND 4 FOOT
 DX0151'HIGHER THAN THE BASE OF THE HILLS.  TO REACH FROM THE DESERT
 DX0151'HOT SPRINGS POST OFFICE, GO WEST ON PIERSON BLVD. TO LITTLE
 DX0151'MORONGO DRIVE, TURN RIGHT (NORTH) ON LITTLE MORONGO DRIVE FOR
 DX0151'1.8 MILE TO A CROSSROADS AND POWER LINE POLE A 1139 ON THE RIGHT,
 DX0151'HERE TURN RIGHT (EAST) AND GO 0.2 MILE ON A TRACK ROAD, TURN
 DX0151'LEFT (NORTH) ACROSS COUNTRY FOR ABOUT 0.5 MILE TO THE BASE OF
 DX0151'THE HILLS AND THE MARK.
 DX0151
 DX0151                          STATION RECOVERY (2001)
 DX0151
 DX0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0151'AREA IS NOW AN INFORMAL DUMP AREA--MUCH GROUND DISTURBANCE.  I SET GPS
 DX0151'TO THE LOCATION (WGS84) AND SEARCHED 400 FOOT RADIUS.
 DX0151
 DX0151                          STATION RECOVERY (2001)
 DX0151
 DX0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0151'DESERT HOT SPRINGS POST OFFICE HAS MOVED.  FROM PALM DRIVE PROCEED
 DX0151'WEST ON PIERSON TO LITTLE MORONGO DRIVE.TURN NORTH AND GO TO END OF
 DX0151'BLACKTOP IN THAT DIRECTION.  CONTINUE ON DIRT FOR 200 FEET AND TAKE
 DX0151'DIRT TO THE NORTHEAST FOR ABOUT 1000 FEET TO THE EAST SIDE OF THE
 DX0151'CANYON AND DRIVE RIGHT TO SECOND FINGER EAST TO THE MARK ON LEFT.  NEW
 DX0151'LOCATION IS 33 59 17.2 AND 116 31 25.4
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0150 ***********************************************************************
 DX0150  DESIGNATION -  31 Q
 DX0150  PID         -  DX0150
 DX0150  STATE/COUNTY-  CA/RIVERSIDE
 DX0150  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0150
 DX0150                         *CURRENT SURVEY CONTROL
 DX0150  ___________________________________________________________________
 DX0150* NAD 83(1986)-  33 59 08.     (N)    116 31 53.     (W)     SCALED    
 DX0150* NAVD 88     -       403.22   (+/-2cm)    1322.9    (feet)  VERTCON   
 DX0150  ___________________________________________________________________
 DX0150  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DX0150  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0150
 DX0150.The horizontal coordinates were scaled from a topographic map and have
 DX0150.an estimated accuracy of +/- 6 seconds.
 DX0150
 DX0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0150.The vertical order pertains to the NGVD 29 superseded value.
 DX0150
 DX0150.The geoid height was determined by GEOID03.
 DX0150
 DX0150;                    North         East    Units  Estimated Accuracy
 DX0150;SPC CA 6     -   701,760.    1,974,000.      MT  (+/- 180 meters Scaled)
 DX0150
 DX0150                          SUPERSEDED SURVEY CONTROL
 DX0150
 DX0150  NGVD 29 (??/??/??)  402.440  (m)         1320.34   (f) ADJUSTED    1 2
 DX0150
 DX0150.Superseded values are not recommended for survey control.
 DX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0150.See file dsdata.txt to determine how the superseded data were derived.
 DX0150
 DX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT432606(NAD 83)
 DX0150_MARKER: DD = SURVEY DISK
 DX0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0150_STAMPING: 31 Q 1931
 DX0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0150+STABILITY: SURFACE MOTION
 DX0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0150+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 DX0150
 DX0150  HISTORY     - Date     Condition        Report By
 DX0150  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0150  HISTORY     - 1960     GOOD             NGS
 DX0150  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 DX0150  HISTORY     - 20010323 GOOD             USPSQD
 DX0150  HISTORY     - 20040225 GOOD             USPSQD
 DX0150
 DX0150                          STATION DESCRIPTION
 DX0150
 DX0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0150'6.5 MI N FROM GARNET.
 DX0150'THE MARK IS LOCATED ABOUT 6 1/2 MILES NORTH OF GARNET, 0.8 MILE
 DX0150'EAST OF THE JUNCTION OF INDIAN AVENUE AND A DIRT ROAD RUNNING
 DX0150'EAST AND WEST ALONG THE FOOTHILLS, 1000 FEET WEST OF THE MOUTH
 DX0150'OF THE LITTLE MORONGO CANYON, ON THE NORTH SIDE OF THE ROAD.  THE
 DX0150'MARK IS A STANDARD METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0150'CALIFORNIA BRONZE DISK, SET IN A CONCRETE POST PROJECTING ABOUT
 DX0150'6 INCHES.
 DX0150
 DX0150                          STATION RECOVERY (2001)
 DX0150
 DX0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0150'PROBABLY DESTROYED BY DEVELOPMENT OF MISSION LAKES COUNTRY CLUB
 DX0150'HOUSING AND GOLF COURSE.  GEODETIC LOCATION IS AT EDGE OF FAIRWAY AND
 DX0150'BACKYARD OF HOME.
 DX0150
 DX0150                          STATION RECOVERY (2001)
 DX0150
 DX0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0150'FROM PALM DRIVE IN DESERT HOT SPRINGS DRIVE WEST ON PIERSON TO LITTLE
 DX0150'MORONGO DRIVE.  GO NORTH PAST MISSION LAKES BOULEVARD TO NORTH EAST
 DX0150'CORNER OF MISSION LAKES COUNTRY CLUB.  TURN LEFT AND PROCEED WESTERLY
 DX0150'ON PAVED ROAD APPROX. 1500 FEET TO WHERE ROAD SLOPES UPWARD AND FIND
 DX0150'MARK ON RIGHT, A COUPLE OF HUNDRED FEET UP HILL TO NORTH.
 DX0150
 DX0150                          STATION RECOVERY (2004)
 DX0150
 DX0150'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0150'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0149 ***********************************************************************
 DX0149  DESIGNATION -  31 R
 DX0149  PID         -  DX0149
 DX0149  STATE/COUNTY-  CA/RIVERSIDE
 DX0149  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0149
 DX0149                         *CURRENT SURVEY CONTROL
 DX0149  ___________________________________________________________________
 DX0149* NAD 83(1986)-  33 59 14.     (N)    116 32 23.     (W)     SCALED    
 DX0149* NAVD 88     -       428.99   (+/-2cm)    1407.4    (feet)  VERTCON   
 DX0149  ___________________________________________________________________
 DX0149  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 DX0149  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0149
 DX0149.The horizontal coordinates were scaled from a topographic map and have
 DX0149.an estimated accuracy of +/- 6 seconds.
 DX0149
 DX0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0149.The vertical order pertains to the NGVD 29 superseded value.
 DX0149
 DX0149.The geoid height was determined by GEOID03.
 DX0149
 DX0149;                    North         East    Units  Estimated Accuracy
 DX0149;SPC CA 6     -   701,950.    1,973,230.      MT  (+/- 180 meters Scaled)
 DX0149
 DX0149                          SUPERSEDED SURVEY CONTROL
 DX0149
 DX0149  NGVD 29 (??/??/??)  428.208  (m)         1404.88   (f) ADJUSTED    1 2
 DX0149
 DX0149.Superseded values are not recommended for survey control.
 DX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0149.See file dsdata.txt to determine how the superseded data were derived.
 DX0149
 DX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT425608(NAD 83)
 DX0149_MARKER: DD = SURVEY DISK
 DX0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0149_STAMPING: 31 R 1931
 DX0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0149+STABILITY: SURFACE MOTION
 DX0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0149+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 DX0149
 DX0149  HISTORY     - Date     Condition        Report By
 DX0149  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0149  HISTORY     - 1960     GOOD             NGS
 DX0149  HISTORY     - 20010310 MARK NOT FOUND   USPSQD
 DX0149  HISTORY     - 20010323 GOOD             USPSQD
 DX0149  HISTORY     - 20040225 GOOD             USPSQD
 DX0149
 DX0149                          STATION DESCRIPTION
 DX0149
 DX0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0149'6.2 MI N FROM GARNET.
 DX0149'THE MARK IS LOCATED 6.2 MILES NORTH OF GARNET, 0.3 EAST OF THE
 DX0149'JUNCTION OF INDIAN AVENUE AND AN EAST-WEST DIRT ROAD ALONG THE
 DX0149'FOOTHILLS, 0.1 MILE NORTH OF THE DIRT ROAD, 400 FEET WEST OF AN
 DX0149'OLD WHITE BUILDING AND 50 FEET EAST OF A WASH, AT THE BASE OF
 DX0149'A RIDGE.  THE MARK IS A STANDARD METROPOLITAN WATER DISTRICT
 DX0149'OF SOUTHERN CALIFORNIA BRONZE DISK, SET IN A CONCRETE POST
 DX0149'PROJECTING ABOUT 4 INCHES.
 DX0149
 DX0149                          STATION RECOVERY (2001)
 DX0149
 DX0149'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0149'THE DESCRIPTION OF WASH AND RIDGE DOES NOT FIT PRESENT
 DX0149'GEOLOGY---POSSIBLE GEODETIC LOCATION IS IN ERROR.
 DX0149
 DX0149                          STATION RECOVERY (2001)
 DX0149
 DX0149'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0149'FROM PALM DRIVE IN DESERT HOT SPRINGS GO WEST ON PIERSON TO LITTLE
 DX0149'MORONGO DRIVE.  TURN NORTH CROSSING MISSION LAKES BOULEVARD AND
 DX0149'CONTINUE TO NORTHEAST CORNER OF GOLF CLUB.  TURN WEST AND PROCEED TO
 DX0149'NORTHWEST CORNER OF CLUB. PROCEED WEST ON DIRT ROAD JUST SOUTHERLY OF
 DX0149'DRIVING RANGE. AT RANGE END, GO WEST NORTHWEST ABOUT 1500 FEET TO MARK
 DX0149'ON BASE OF RIDGE JUST TO THE WEST OF WHITE HOUSE CANYON.
 DX0149
 DX0149                          STATION RECOVERY (2004)
 DX0149
 DX0149'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0149'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0148 ***********************************************************************
 DX0148  DESIGNATION -  31 S
 DX0148  PID         -  DX0148
 DX0148  STATE/COUNTY-  CA/RIVERSIDE
 DX0148  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0148
 DX0148                         *CURRENT SURVEY CONTROL
 DX0148  ___________________________________________________________________
 DX0148* NAD 83(1986)-  33 59 21.     (N)    116 32 56.     (W)     SCALED    
 DX0148* NAVD 88     -       438.30   (+/-2cm)    1438.0    (feet)  VERTCON   
 DX0148  ___________________________________________________________________
 DX0148  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DX0148  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0148
 DX0148.The horizontal coordinates were scaled from a topographic map and have
 DX0148.an estimated accuracy of +/- 6 seconds.
 DX0148
 DX0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0148.The vertical order pertains to the NGVD 29 superseded value.
 DX0148
 DX0148.The geoid height was determined by GEOID03.
 DX0148
 DX0148;                    North         East    Units  Estimated Accuracy
 DX0148;SPC CA 6     -   702,170.    1,972,380.      MT  (+/- 180 meters Scaled)
 DX0148
 DX0148                          SUPERSEDED SURVEY CONTROL
 DX0148
 DX0148  NGVD 29 (??/??/??)  437.514  (m)         1435.41   (f) ADJUSTED    1 2
 DX0148
 DX0148.Superseded values are not recommended for survey control.
 DX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0148.See file dsdata.txt to determine how the superseded data were derived.
 DX0148
 DX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT416610(NAD 83)
 DX0148_MARKER: DD = SURVEY DISK
 DX0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0148_STAMPING: 31 S 1931
 DX0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0148+STABILITY: SURFACE MOTION
 DX0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0148+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DX0148
 DX0148  HISTORY     - Date     Condition        Report By
 DX0148  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0148  HISTORY     - 1960     GOOD             NGS
 DX0148  HISTORY     - 20010310 GOOD             USPSQD
 DX0148  HISTORY     - 20040325 GOOD             USPSQD
 DX0148
 DX0148                          STATION DESCRIPTION
 DX0148
 DX0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0148'6 MI N FROM GARNET.
 DX0148'THE MARK IS LOCATED ABOUT 6.0 MILES NORTH OF GARNET, 0.4 MILE
 DX0148'WEST OF THE JUNCTION OF INDIAN AVENUE AND AN EAST-WEST DIRT ROAD
 DX0148'ALONG THE FOOTHILLS AND 60 FEET NORTH OF THE ROAD.  THE MARK IS
 DX0148'A STANDARD METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX0148'BRONZE DISK, SET IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DX0148
 DX0148                          STATION RECOVERY (2001)
 DX0148
 DX0148'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0148'TAKE THE NEW INDIAN AVE FROM THE JUNCTION OF MISSION LAKES BOULEVARD
 DX0148'AND DRIVE NORTH AND THEN NORTHWESTERLY FOR 1.3 MILES TO A SMALL DIRT
 DX0148'ROAD EXITING TO THE NORTH. ENTER FOR 0.1 MILE AND TAKING BRANCH TO THE
 DX0148'RIGHT CONTINUE FOR ABOUT 0.2 IN EASTERLY DIRECTION.  MARK IS TO THE
 DX0148'LEFT OF THE ROAD AT ABOUT 60 FEET DISTANCE.  THE METAL WITNESS MARK IS
 DX0148'CLEARLY VISIBLE FROM THE ROAD.
 DX0148
 DX0148                          STATION RECOVERY (2004)
 DX0148
 DX0148'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0410 ***********************************************************************
 EV0410  DESIGNATION -  31 T
 EV0410  PID         -  EV0410
 EV0410  STATE/COUNTY-  CA/RIVERSIDE
 EV0410  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0410
 EV0410                         *CURRENT SURVEY CONTROL
 EV0410  ___________________________________________________________________
 EV0410* NAD 83(1986)-  34 00 05.     (N)    116 33 29.     (W)     SCALED    
 EV0410* NAVD 88     -       484.17   (+/-2cm)    1588.5    (feet)  VERTCON   
 EV0410  ___________________________________________________________________
 EV0410  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV0410  VERT ORDER  -  THIRD (See Below)
 EV0410
 EV0410.The horizontal coordinates were scaled from a topographic map and have
 EV0410.an estimated accuracy of +/- 6 seconds.
 EV0410
 EV0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0410.The vertical order pertains to the NGVD 29 superseded value.
 EV0410
 EV0410.The geoid height was determined by GEOID03.
 EV0410
 EV0410;                    North         East    Units  Estimated Accuracy
 EV0410;SPC CA 6     -   703,530.    1,971,540.      MT  (+/- 180 meters Scaled)
 EV0410
 EV0410                          SUPERSEDED SURVEY CONTROL
 EV0410
 EV0410  NGVD 29 (??/??/??)  483.38   (m)         1585.9    (f) RESET       3  
 EV0410
 EV0410.Superseded values are not recommended for survey control.
 EV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0410.See file dsdata.txt to determine how the superseded data were derived.
 EV0410
 EV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT408623(NAD 83)
 EV0410_MARKER: DD = SURVEY DISK
 EV0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0410_STAMPING: 31 T 1931
 EV0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0410+STABILITY: SURFACE MOTION
 EV0410
 EV0410  HISTORY     - Date     Condition        Report By
 EV0410  HISTORY     - 1931     MONUMENTED       MWDSC
 EV0410  HISTORY     - 1944     GOOD             NGS
 EV0410  HISTORY     - 1944     MARK NOT FOUND   NGS
 EV0410  HISTORY     - 20010308 MARK NOT FOUND   USPSQD
 EV0410  HISTORY     - 20050520 MARK NOT FOUND   INDIV
 EV0410
 EV0410                          STATION DESCRIPTION
 EV0410
 EV0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0410'6.8 MI N FROM GARNET.
 EV0410'ABOUT 6-3/4 MILES NORTH OF GARNET, RIVERSIDE COUNTY, ABOUT
 EV0410'7-1/4 MILES NORTHEAST OF WHITE WATER, AT THE MOUTH OF BIG
 EV0410'MORONGO CANYON, 1.0 MILE SOUTHEAST ALONG THE AQUEDUCT ROAD FROM
 EV0410'THE JUNCTION OF THE MORONGO VALLEY ROAD, AND 2000 FEET NORTH OF
 EV0410'THE ROAD, ON THE EAST BANK OF THE CANYON, AND ABOUT 4 FEET ABOVE
 EV0410'THE FLOOR.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EV0410'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST AND MARKED WITH
 EV0410'A TEE.
 EV0410
 EV0410                          STATION RECOVERY (1944)
 EV0410
 EV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 EV0410'MARK NOT FOUND.
 EV0410
 EV0410                          STATION RECOVERY (2001)
 EV0410
 EV0410'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 EV0410'MARK WAS NOT FOUND AND THE NATIONAL GEODETIC SURVEY TEAM IN 1944 DID
 EV0410'NOT FIND IT EITHER---PERHAPS IT SHOULD BE REMOVED FROM THE LIST AND
 EV0410'ARCHIVED.
 EV0410
 EV0410                          STATION RECOVERY (2005)
 EV0410
 EV0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 EV0410'I LOCATED THE CEMENT FOOTING THAT THE MARKER HAD BEEN SET IN.  I FOUND
 EV0410'PIECES OF THE CEMENT THAT HAD SURROUNDED THE DISK, IN THE  SHAPE OF A
 EV0410'STANDARD DISK.  THE CEMENT HAS BEEN BROKEN UP BY TARGET SHOOTERS.
 EV0410' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0411 ***********************************************************************
 EV0411  DESIGNATION -  31 U
 EV0411  PID         -  EV0411
 EV0411  STATE/COUNTY-  CA/RIVERSIDE
 EV0411  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0411
 EV0411                         *CURRENT SURVEY CONTROL
 EV0411  ___________________________________________________________________
 EV0411* NAD 83(1986)-  34 00 01.     (N)    116 33 40.     (W)     SCALED    
 EV0411* NAVD 88     -       478.15   (+/-2cm)    1568.7    (feet)  VERTCON   
 EV0411  ___________________________________________________________________
 EV0411  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV0411  VERT ORDER  -  THIRD (See Below)
 EV0411
 EV0411.The horizontal coordinates were scaled from a topographic map and have
 EV0411.an estimated accuracy of +/- 6 seconds.
 EV0411
 EV0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0411.The vertical order pertains to the NGVD 29 superseded value.
 EV0411
 EV0411.The geoid height was determined by GEOID03.
 EV0411
 EV0411;                    North         East    Units  Estimated Accuracy
 EV0411;SPC CA 6     -   703,400.    1,971,260.      MT  (+/- 180 meters Scaled)
 EV0411
 EV0411                          SUPERSEDED SURVEY CONTROL
 EV0411
 EV0411  NGVD 29 (??/??/??)  477.36   (m)         1566.1    (f) RESET       3  
 EV0411
 EV0411.Superseded values are not recommended for survey control.
 EV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0411.See file dsdata.txt to determine how the superseded data were derived.
 EV0411
 EV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT405622(NAD 83)
 EV0411_MARKER: DD = SURVEY DISK
 EV0411_SETTING: 80 = SET IN A BOULDER
 EV0411_SP_SET: BOULDER
 EV0411_STAMPING: 31 U 1931
 EV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0411+STABILITY: SURFACE MOTION
 EV0411
 EV0411  HISTORY     - Date     Condition        Report By
 EV0411  HISTORY     - 1931     MONUMENTED       MWDSC
 EV0411  HISTORY     - 1944     GOOD             NGS
 EV0411  HISTORY     - 1944     GOOD             NGS
 EV0411  HISTORY     - 20050520 GOOD             INDIV
 EV0411
 EV0411                          STATION DESCRIPTION
 EV0411
 EV0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV0411'7 MI NE FROM WHITE WATER.
 EV0411'7.0 MILES NORTHEAST OF WHITE WATER, RIVERSIDE COUNTY, 0.9 MILE
 EV0411'SOUTHEAST ALONG THE AQUEDUCT ROAD FROM THE JUNCTION OF THE
 EV0411'MORONGO VALLEY ROAD, ABOUT 1200 FEET NORTH OF THE AQUEDUCT ROAD,
 EV0411'AT THE SOUTH BASE OF A HILL, ON THE WEST SIDE OF THE MOUTH OF
 EV0411'BIG MORONGO CANYON, AND IN A LARGE GRANITE BOULDER.  A
 EV0411'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 EV0411'DISK, MARKED WITH A TEE.  NOTE-- THE MARK IS ABOUT 1700 FEET
 EV0411'NORTH OF THE ROAD INSTEAD OF 1200 FEET.
 EV0411
 EV0411                          STATION RECOVERY (1944)
 EV0411
 EV0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 EV0411'RECOVERED IN GOOD CONDITION.
 EV0411
 EV0411                          STATION RECOVERY (2005)
 EV0411
 EV0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJM)
 EV0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0836 ***********************************************************************
 JS0836  DESIGNATION -  31 USE
 JS0836  PID         -  JS0836
 JS0836  STATE/COUNTY-  CA/SACRAMENTO
 JS0836  USGS QUAD   -  CARMICHAEL (1992)
 JS0836
 JS0836                         *CURRENT SURVEY CONTROL
 JS0836  ___________________________________________________________________
 JS0836* NAD 83(1986)-  38 34 44.     (N)    121 19 22.     (W)     SCALED    
 JS0836* NAVD 88     -        21.74   (+/-2cm)      71.3    (feet)  VERTCON   
 JS0836  ___________________________________________________________________
 JS0836  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JS0836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0836
 JS0836.The horizontal coordinates were scaled from a topographic map and have
 JS0836.an estimated accuracy of +/- 6 seconds.
 JS0836
 JS0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0836.The vertical order pertains to the NGVD 29 superseded value.
 JS0836
 JS0836.The geoid height was determined by GEOID03.
 JS0836
 JS0836;                    North         East    Units  Estimated Accuracy
 JS0836;SPC CA 2     -   601,480.    2,059,010.      MT  (+/- 180 meters Scaled)
 JS0836
 JS0836                          SUPERSEDED SURVEY CONTROL
 JS0836
 JS0836  NGVD 29 (??/??/92)   20.99   (m)           68.9    (f) COMPUTED    2 0
 JS0836
 JS0836.Superseded values are not recommended for survey control.
 JS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0836.See file dsdata.txt to determine how the superseded data were derived.
 JS0836
 JS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH460713(NAD 83)
 JS0836_MARKER: P = PIPE CAP
 JS0836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0836
 JS0836  HISTORY     - Date     Condition        Report By
 JS0836  HISTORY     - UNK      MONUMENTED       DOD
 JS0836  HISTORY     - 1932     GOOD             NGS
 JS0836  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0836
 JS0836                          STATION DESCRIPTION
 JS0836
 JS0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 JS0836'4.7 MI NE FROM PERKINS.
 JS0836'4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE HIGHWAY JUNCTION
 JS0836'AT PERKINS, SACRAMENTO COUNTY, 0.8 MILE SOUTHWEST OF THE VILLAGE
 JS0836'OF MILLS, AND THE JUNCTION OF THE ROAD LEADING TO MATHER FIELD,
 JS0836'0.3 MILE SOUTHWEST OF SOUTHERN PACIFIC CO. RAILROAD MILEPOST
 JS0836'101, AT LOMS TAVERN (AN OLD TAVERN FORMERLY KNOWN AS ROUTIERS
 JS0836'BUILDING), 62 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 JS0836'CONCRETE PORCH ON THE FRONT OF THE BUILDING, 27.7 FEET NORTHWEST
 JS0836'OF THE CENTERLINE OF THE HIGHWAY, MIDWAY BETWEEN TWO WALNUT TREES,
 JS0836'IN LINE WITH THE SOUTHEAST FACE OF THE ROW OF LARGE WALNUT
 JS0836'TREES, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A CORPS
 JS0836'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 71.9 31 AND RIVETED
 JS0836'ON THE TOP OF AN IRON PIPE SET IN A TILE FILLED WITH CONCRETE
 JS0836'AND PROJECTING 0.1 FOOT ABOVE GROUND.
 JS0836
 JS0836                          STATION RECOVERY (2004)
 JS0836
 JS0836'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0836'RECENT DEVELOPEMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0145 ***********************************************************************
 DX0145  DESIGNATION -  31 V
 DX0145  PID         -  DX0145
 DX0145  STATE/COUNTY-  CA/RIVERSIDE
 DX0145  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0145
 DX0145                         *CURRENT SURVEY CONTROL
 DX0145  ___________________________________________________________________
 DX0145* NAD 83(1986)-  33 59 37.     (N)    116 34 28.     (W)     SCALED    
 DX0145* NAVD 88     -       499.44   (+/-2cm)    1638.6    (feet)  VERTCON   
 DX0145  ___________________________________________________________________
 DX0145  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DX0145  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0145
 DX0145.The horizontal coordinates were scaled from a topographic map and have
 DX0145.an estimated accuracy of +/- 6 seconds.
 DX0145
 DX0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0145.The vertical order pertains to the NGVD 29 superseded value.
 DX0145
 DX0145.The geoid height was determined by GEOID03.
 DX0145
 DX0145;                    North         East    Units  Estimated Accuracy
 DX0145;SPC CA 6     -   702,670.    1,970,020.      MT  (+/- 180 meters Scaled)
 DX0145
 DX0145                          SUPERSEDED SURVEY CONTROL
 DX0145
 DX0145  NGVD 29 (??/??/??)  498.641  (m)         1635.96   (f) ADJUSTED    1 2
 DX0145
 DX0145.Superseded values are not recommended for survey control.
 DX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0145.See file dsdata.txt to determine how the superseded data were derived.
 DX0145
 DX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT393615(NAD 83)
 DX0145_MARKER: DD = SURVEY DISK
 DX0145_SETTING: 80 = SET IN A BOULDER
 DX0145_SP_SET: BOULDER
 DX0145_STAMPING: 31 V 1931
 DX0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0145+STABILITY: SURFACE MOTION
 DX0145
 DX0145  HISTORY     - Date     Condition        Report By
 DX0145  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0145  HISTORY     - 1960     GOOD             NGS
 DX0145
 DX0145                          STATION DESCRIPTION
 DX0145
 DX0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0145'6.2 MI NE FROM WHITEWATER.
 DX0145'THE MARK IS LOCATED 6.2 MILES NORTHEAST OF WHITEWATER, 6.3
 DX0145'MILES NORTH OF U.S. HIGHWAY 99, 0.2 MILE WEST OF THE MORONGO
 DX0145'VALLEY ROAD AT A POINT WHERE THE AQUEDUCT CROSSES THE ROAD, ON
 DX0145'THE SOUTH BANK OF A LARGE WASH.  THE MARK IS A STANDARD
 DX0145'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA BRONZE DISK,
 DX0145'SET IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0144 ***********************************************************************
 DX0144  DESIGNATION -  31 W
 DX0144  PID         -  DX0144
 DX0144  STATE/COUNTY-  CA/RIVERSIDE
 DX0144  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0144
 DX0144                         *CURRENT SURVEY CONTROL
 DX0144  ___________________________________________________________________
 DX0144* NAD 83(1986)-  33 58 55.     (N)    116 34 55.     (W)     SCALED    
 DX0144* NAVD 88     -       490.88   (+/-2cm)    1610.5    (feet)  VERTCON   
 DX0144  ___________________________________________________________________
 DX0144  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DX0144  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0144
 DX0144.The horizontal coordinates were scaled from a topographic map and have
 DX0144.an estimated accuracy of +/- 6 seconds.
 DX0144
 DX0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0144.The vertical order pertains to the NGVD 29 superseded value.
 DX0144
 DX0144.The geoid height was determined by GEOID03.
 DX0144
 DX0144;                    North         East    Units  Estimated Accuracy
 DX0144;SPC CA 6     -   701,380.    1,969,330.      MT  (+/- 180 meters Scaled)
 DX0144
 DX0144                          SUPERSEDED SURVEY CONTROL
 DX0144
 DX0144  NGVD 29 (??/??/??)  490.080  (m)         1607.87   (f) ADJUSTED    1 2
 DX0144
 DX0144.Superseded values are not recommended for survey control.
 DX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0144.See file dsdata.txt to determine how the superseded data were derived.
 DX0144
 DX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT386602(NAD 83)
 DX0144_MARKER: DD = SURVEY DISK
 DX0144_SETTING: 80 = SET IN A BOULDER
 DX0144_SP_SET: BOULDER
 DX0144_STAMPING: 31 W 1931
 DX0144_MARK LOGO: MWDSC 
 DX0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0144+STABILITY: SURFACE MOTION
 DX0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0144+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001
 DX0144
 DX0144  HISTORY     - Date     Condition        Report By
 DX0144  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0144  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0144  HISTORY     - 1986     GOOD             NGS
 DX0144  HISTORY     - 20010316 GOOD             USPSQD
 DX0144
 DX0144                          STATION DESCRIPTION
 DX0144
 DX0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0144'5 MI NE FROM WHITE WATER.
 DX0144'ABOUT 5.0 MILES NORTHEAST OF THE POST OFFICE AT WHITEWATER, 5.0
 DX0144'MILES NORTH OF THE JUNCTION OF THE 29 PALMS ROAD WITH U.S.
 DX0144'HIGHWAY 99, 1.0 MILE NORTHWEST OF A T ROAD TO DESERT HOT SPRINGS,
 DX0144'0.5 MILE WEST OF THE 29 PALMS ROAD, 150 FEET SOUTHWEST OF A DIRT
 DX0144'ROAD AND SET IN THE TOP OF A LARGE BOULDER.  NOTE-- A LARGE
 DX0144'WHITEWASHED AREA WAS FOUND NEAR MARK LOCATION.
 DX0144
 DX0144                          STATION RECOVERY (1986)
 DX0144
 DX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0144'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0144'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0144'SPRINGS, THENCE 2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 62, THENCE
 DX0144'0.15 KM (0.09 MI) SOUTHEAST ALONG A GRAVEL ROAD, 32.0 METERS (105 FT)
 DX0144'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 45.0 METERS (148 FT) WEST
 DX0144'AND ACROSS THE ROAD FROM POWER POLE 1597580E AND 3.5 METERS (11 FT)
 DX0144'NORTHWEST OF A FENCE, AND PROJECTS 10 CM ABOVE THE GROUND.  NOTE--MAY
 DX0144'HAVE BEEN RESET FOR IT NOW HAS A CONCRETE COLLAR.
 DX0144'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 DX0144'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX0144
 DX0144                          STATION RECOVERY (2001)
 DX0144
 DX0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0144'CHANGE IN DESCRIPTION--POST OFFICE HAS MOVED--FROM PALM DRIVE IN
 DX0144'DESERT HOT SPRINGS GO WEST 5.2 MILES TO STATE HGY. 62.  OK FROM THERE
 DX0144'TO MARK.  CONCRETE COLLAR IS GETTING RADIAL CRACKS AND SHOULD BE
 DX0144'RECAPPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0143 ***********************************************************************
 DX0143  DESIGNATION -  31 X
 DX0143  PID         -  DX0143
 DX0143  STATE/COUNTY-  CA/RIVERSIDE
 DX0143  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0143
 DX0143                         *CURRENT SURVEY CONTROL
 DX0143  ___________________________________________________________________
 DX0143* NAD 83(1986)-  33 58 08.     (N)    116 35 39.     (W)     SCALED    
 DX0143* NAVD 88     -       495.99   (+/-2cm)    1627.3    (feet)  VERTCON   
 DX0143  ___________________________________________________________________
 DX0143  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DX0143  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0143
 DX0143.The horizontal coordinates were scaled from a topographic map and have
 DX0143.an estimated accuracy of +/- 6 seconds.
 DX0143
 DX0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0143.The vertical order pertains to the NGVD 29 superseded value.
 DX0143
 DX0143.The geoid height was determined by GEOID03.
 DX0143
 DX0143;                    North         East    Units  Estimated Accuracy
 DX0143;SPC CA 6     -   699,930.    1,968,190.      MT  (+/- 180 meters Scaled)
 DX0143
 DX0143                          SUPERSEDED SURVEY CONTROL
 DX0143
 DX0143  NGVD 29 (??/??/??)  495.180  (m)         1624.60   (f) ADJUSTED    1 2
 DX0143
 DX0143.Superseded values are not recommended for survey control.
 DX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0143.See file dsdata.txt to determine how the superseded data were derived.
 DX0143
 DX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT374587(NAD 83)
 DX0143_MARKER: DB = BENCH MARK DISK
 DX0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0143_STAMPING: 31 X 1931
 DX0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0143+STABILITY: SURFACE MOTION
 DX0143
 DX0143  HISTORY     - Date     Condition        Report By
 DX0143  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0143  HISTORY     - 1960     GOOD             NGS
 DX0143
 DX0143                          STATION DESCRIPTION
 DX0143
 DX0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0143'4 MI NE FROM WHITEWATER.
 DX0143'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF WHITEWATER,
 DX0143'4 1/2 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 99 AND THE
 DX0143'MORONGO VALLEY ROAD (NEW ROAD), 0.8 MILE WEST NORTHWEST OF THE
 DX0143'JUNCTION OF THE MORONGO VALLEY ROAD AND A ROAD LEADING EAST TO
 DX0143'DESERT HOT SPRINGS, 300 FEET WEST A TELEPHONE LINE AND POLE NO
 DX0143'5891-JA-96.  THE MARK IS A STANDARD BRONZE DISK OF THE
 DX0143'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA, SET IN A
 DX0143'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0139 ***********************************************************************
 DX0139  DESIGNATION -  31 Y
 DX0139  PID         -  DX0139
 DX0139  STATE/COUNTY-  CA/RIVERSIDE
 DX0139  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0139
 DX0139                         *CURRENT SURVEY CONTROL
 DX0139  ___________________________________________________________________
 DX0139* NAD 83(1986)-  33 57 26.     (N)    116 36 06.     (W)     SCALED    
 DX0139* NAVD 88     -       503.04   (+/-2cm)    1650.4    (feet)  VERTCON   
 DX0139  ___________________________________________________________________
 DX0139  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DX0139  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0139
 DX0139.The horizontal coordinates were scaled from a topographic map and have
 DX0139.an estimated accuracy of +/- 6 seconds.
 DX0139
 DX0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0139.The vertical order pertains to the NGVD 29 superseded value.
 DX0139
 DX0139.The geoid height was determined by GEOID03.
 DX0139
 DX0139;                    North         East    Units  Estimated Accuracy
 DX0139;SPC CA 6     -   698,640.    1,967,500.      MT  (+/- 180 meters Scaled)
 DX0139
 DX0139                          SUPERSEDED SURVEY CONTROL
 DX0139
 DX0139  NGVD 29 (??/??/??)  502.235  (m)         1647.75   (f) ADJUSTED    1 2
 DX0139
 DX0139.Superseded values are not recommended for survey control.
 DX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0139.See file dsdata.txt to determine how the superseded data were derived.
 DX0139
 DX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT368574(NAD 83)
 DX0139_MARKER: DD = SURVEY DISK
 DX0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0139_STAMPING: 31 Y 1931
 DX0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0139+STABILITY: SURFACE MOTION
 DX0139
 DX0139  HISTORY     - Date     Condition        Report By
 DX0139  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0139  HISTORY     - 1960     GOOD             NGS
 DX0139
 DX0139                          STATION DESCRIPTION
 DX0139
 DX0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0139'3 MI NE FROM WHITEWATER.
 DX0139'THE MARK IS LOCATED ABOUT 3.0 MILES NORTHEAST OF WHITEWATER,
 DX0139'3 1/2 MILES NORTH NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 99
 DX0139'AND THE MORONGO VALLEY ROAD, 1.0 MILE WEST OF THE MORONGO VALLEY
 DX0139'ROAD, 0.3 MILE WEST OF THE INTERSECTION OF SIERRA AVENUE AND
 DX0139'DERONDA AVENUE IN THE SUBDIVISION OF SIERRA VIEW ESTATES AND
 DX0139'TELEPHONE POLE NO. 6924-JA-127.  THE MARK IS A STANDARD
 DX0139'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA BRONZE DISK,
 DX0139'SET IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0140 ***********************************************************************
 DX0140  DESIGNATION -  31 Z
 DX0140  PID         -  DX0140
 DX0140  STATE/COUNTY-  CA/RIVERSIDE
 DX0140  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0140
 DX0140                         *CURRENT SURVEY CONTROL
 DX0140  ___________________________________________________________________
 DX0140* NAD 83(1986)-  33 57 15.     (N)    116 36 04.     (W)     SCALED    
 DX0140* NAVD 88     -       476.34   (+/-2cm)    1562.8    (feet)  VERTCON   
 DX0140  ___________________________________________________________________
 DX0140  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DX0140  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0140
 DX0140.The horizontal coordinates were scaled from a topographic map and have
 DX0140.an estimated accuracy of +/- 6 seconds.
 DX0140
 DX0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0140.The vertical order pertains to the NGVD 29 superseded value.
 DX0140
 DX0140.The geoid height was determined by GEOID03.
 DX0140
 DX0140;                    North         East    Units  Estimated Accuracy
 DX0140;SPC CA 6     -   698,300.    1,967,550.      MT  (+/- 180 meters Scaled)
 DX0140
 DX0140                          SUPERSEDED SURVEY CONTROL
 DX0140
 DX0140  NGVD 29 (??/??/??)  475.536  (m)         1560.15   (f) ADJUSTED    1 2
 DX0140
 DX0140.Superseded values are not recommended for survey control.
 DX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0140.See file dsdata.txt to determine how the superseded data were derived.
 DX0140
 DX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT368571(NAD 83)
 DX0140_MARKER: DD = SURVEY DISK
 DX0140_SETTING: 0 = UNSPECIFIED SETTING
 DX0140_STAMPING: 31 Z 1931
 DX0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0140
 DX0140  HISTORY     - Date     Condition        Report By
 DX0140  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0140  HISTORY     - 1960     GOOD             NGS
 DX0140
 DX0140                          STATION DESCRIPTION
 DX0140
 DX0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0140'2.8 MI NE FROM WHITE WATER.
 DX0140'THE MARK IS LOCATED ABOUT 3 MILES NORTHEAST OF WHITEWATER, 3
 DX0140'MILES NORTH OF U.S. HIGHWAY 99, 0.6 MILE WEST OF THE MORONGO
 DX0140'VALLEY ROAD (NEW ROAD) AT A POINT 2.8 MILES NORTH OF HIGHWAY
 DX0140'99 AT A SMALL CURVE TO THE NORTHEAST IN THE ROAD AND IT IS ABOUT
 DX0140'300 FEET WEST OF TELEPHONE POLE NO 6941, ON THE POINT OF A SMALL
 DX0140'RIDGE.  THE MARK IS A STANDARD BRONZE DISK OF THE METROPOLITAN
 DX0140'WATER DISTRICT OF SOUTHERN CALIFORNIA, STAMPED 31 Z 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2097 ***********************************************************************
 JS2097  DESIGNATION -  31.88
 JS2097  PID         -  JS2097
 JS2097  STATE/COUNTY-  CA/YOLO
 JS2097  USGS QUAD   -  CLARKSBURG (1980)
 JS2097
 JS2097                         *CURRENT SURVEY CONTROL
 JS2097  ___________________________________________________________________
 JS2097* NAD 83(1986)-  38 28 26.     (N)    121 34 43.     (W)     SCALED    
 JS2097* NAVD 88     -         9.45   (+/-2cm)      31.0    (feet)  VERTCON   
 JS2097  ___________________________________________________________________
 JS2097  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JS2097  VERT ORDER  -  THIRD (See Below)
 JS2097
 JS2097.The horizontal coordinates were scaled from a topographic map and have
 JS2097.an estimated accuracy of +/- 6 seconds.
 JS2097
 JS2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2097.The vertical order pertains to the NGVD 29 superseded value.
 JS2097
 JS2097.The geoid height was determined by GEOID03.
 JS2097
 JS2097;                    North         East    Units  Estimated Accuracy
 JS2097;SPC CA 2     -   589,690.    2,036,770.      MT  (+/- 180 meters Scaled)
 JS2097
 JS2097                          SUPERSEDED SURVEY CONTROL
 JS2097
 JS2097  NGVD 29 (??/??/??)    8.69   (m)           28.5    (f) RESET       3  
 JS2097
 JS2097.Superseded values are not recommended for survey control.
 JS2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2097.See file dsdata.txt to determine how the superseded data were derived.
 JS2097
 JS2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH239593(NAD 83)
 JS2097_MARKER: P = PIPE CAP
 JS2097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2097_MARK LOGO: USE   
 JS2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2097
 JS2097  HISTORY     - Date     Condition        Report By
 JS2097  HISTORY     - UNK      MONUMENTED       DOD
 JS2097  HISTORY     - 1951     GOOD             NGS
 JS2097  HISTORY     - 1967     GOOD             NGS
 JS2097
 JS2097                          STATION DESCRIPTION
 JS2097
 JS2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS2097'AT ARCADE.
 JS2097'AT ARCADE, 0.1 MILES SOUTH OF THE SACRAMENTO NORTHERN RAILROAD
 JS2097'STATION, ABOUT 100 YARDS SOUTH OF THE CROSSING OF THE RAILROAD
 JS2097'AND THE RIO VISTA-WEST SACRAMENTO HIGHWAY (JEFFERSON BLVD.),
 JS2097'0.1 MILES NORTH OF A CALIFORNIA STATE DEPARTMENT OF WATER
 JS2097'RESOURCES GAGING STATION, AT THE T JUNCTION OF A PRIVATE
 JS2097'FARM ROAD LEADING EAST, 113 FEET EAST OF THE HIGHWAY, 39 FEET
 JS2097'SOUTH OF THE SOUTHWEST LEG OF A STEEL POWER LINE TOWER, 18 FEET
 JS2097'NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 0.8 FEET WEST OF
 JS2097'A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE PRIVATE ROAD, AND
 JS2097'SET FLUSH WITH THE GROUND.
 JS2097
 JS2097                          STATION RECOVERY (1967)
 JS2097
 JS2097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0270 ***********************************************************************
 FU0270  DESIGNATION -  310+00 CAHD
 FU0270  PID         -  FU0270
 FU0270  STATE/COUNTY-  CA/KERN
 FU0270  USGS QUAD   -  METTLER (1992)
 FU0270
 FU0270                         *CURRENT SURVEY CONTROL
 FU0270  ___________________________________________________________________
 FU0270* NAD 83(1986)-  35 00 37.     (N)    118 57 09.     (W)     SCALED    
 FU0270* NAVD 88     -       269.64   (+/-2cm)     884.6    (feet)  VERTCON   
 FU0270  ___________________________________________________________________
 FU0270  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 FU0270  VERT ORDER  -  THIRD (See Below)
 FU0270
 FU0270.The horizontal coordinates were scaled from a topographic map and have
 FU0270.an estimated accuracy of +/- 6 seconds.
 FU0270
 FU0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0270.The vertical order pertains to the NGVD 29 superseded value.
 FU0270
 FU0270.The geoid height was determined by GEOID03.
 FU0270
 FU0270;                    North         East    Units  Estimated Accuracy
 FU0270;SPC CA 5     -   667,940.    1,913,070.      MT  (+/- 180 meters Scaled)
 FU0270
 FU0270                          SUPERSEDED SURVEY CONTROL
 FU0270
 FU0270  NGVD 29 (??/??/??)  268.87   (m)          882.1    (f) RESET       3  
 FU0270
 FU0270.Superseded values are not recommended for survey control.
 FU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0270.See file dsdata.txt to determine how the superseded data were derived.
 FU0270
 FU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU218759(NAD 83)
 FU0270_MARKER: DD = SURVEY DISK
 FU0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0270+STABILITY: SURFACE MOTION
 FU0270
 FU0270  HISTORY     - Date     Condition        Report By
 FU0270  HISTORY     - UNK      MONUMENTED       CADH
 FU0270  HISTORY     - 1964     GOOD             NGS
 FU0270  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0270
 FU0270                          STATION DESCRIPTION
 FU0270
 FU0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU0270'0.6 MI N FROM WHEELER RIDGE.
 FU0270'0.55 MILE NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0270'WHEELER RIDGE, 30 1/2 FEET EAST OF THE CENTER LINE OF THE WEST
 FU0270'LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE
 FU0270'EAST LANES OF THE HIGHWAY, 44.6 FEET SOUTH OF THE SOUTH EDGE
 FU0270'OF A CONCRETE DRAIN 310+56 WITH A STEEL GATE, 1.7 FEET NORTH
 FU0270'OF HIGHWAY STATION MARKER 310+00, ABOUT LEVEL WITH THE EAST
 FU0270'LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FU0270'PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THERE HAS BEEN
 FU0270'HIGHWAY CONSTRUCTION IN THE AREA.
 FU0270
 FU0270                          STATION RECOVERY (1970)
 FU0270
 FU0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3039 ***********************************************************************
 EW3039  DESIGNATION -  310.1 B DWR
 EW3039  PID         -  EW3039
 EW3039  STATE/COUNTY-  CA/LOS ANGELES
 EW3039  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3039
 EW3039                         *CURRENT SURVEY CONTROL
 EW3039  ___________________________________________________________________
 EW3039* NAD 83(1986)-  34 47 27.     (N)    118 36 48.     (W)     SCALED    
 EW3039* NAVD 88     -       903.08   (+/-2cm)    2962.9    (feet)  VERTCON   
 EW3039  ___________________________________________________________________
 EW3039  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW3039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3039
 EW3039.The horizontal coordinates were scaled from a topographic map and have
 EW3039.an estimated accuracy of +/- 6 seconds.
 EW3039
 EW3039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3039.The vertical order pertains to the NGVD 29 superseded value.
 EW3039
 EW3039.The geoid height was determined by GEOID03.
 EW3039
 EW3039;                    North         East    Units  Estimated Accuracy
 EW3039;SPC CA 5     -   643,360.    1,943,870.      MT  (+/- 180 meters Scaled)
 EW3039
 EW3039                          SUPERSEDED SURVEY CONTROL
 EW3039
 EW3039  NGVD 29 (??/??/92)  902.190  (m)         2959.93   (f) ADJ UNCH    2 0
 EW3039
 EW3039.Superseded values are not recommended for survey control.
 EW3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3039.See file dsdata.txt to determine how the superseded data were derived.
 EW3039
 EW3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU524510(NAD 83)
 EW3039_MARKER: DD = SURVEY DISK
 EW3039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3039_SP_SET: AQUEDUCT
 EW3039_STAMPING: MILE 310.1 B
 EW3039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3039
 EW3039  HISTORY     - Date     Condition        Report By
 EW3039  HISTORY     - UNK      MONUMENTED       CADWR
 EW3039  HISTORY     - 1971     GOOD             NGS
 EW3039
 EW3039                          STATION DESCRIPTION
 EW3039
 EW3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3039'6.8 MI SE FROM PORTER TUNNEL.
 EW3039'6.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3039'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF PIPE
 EW3039'310.12, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW3039'AQUEDUCT, 69 FEET NORTHWEST OF THE PIPE, AND ABOUT 6 FEET LOWER
 EW3039'THAN THE NORTHEAST LEVEE ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3108 ***********************************************************************
 EW3108  DESIGNATION -  310.1 C DWR
 EW3108  PID         -  EW3108
 EW3108  STATE/COUNTY-  CA/LOS ANGELES
 EW3108  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3108
 EW3108                         *CURRENT SURVEY CONTROL
 EW3108  ___________________________________________________________________
 EW3108* NAD 83(1986)-  34 48 07.     (N)    118 38 45.     (W)     SCALED    
 EW3108* NAVD 88     -       904.06   (+/-2cm)    2966.1    (feet)  VERTCON   
 EW3108  ___________________________________________________________________
 EW3108  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW3108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3108
 EW3108.The horizontal coordinates were scaled from a topographic map and have
 EW3108.an estimated accuracy of +/- 6 seconds.
 EW3108
 EW3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3108.The vertical order pertains to the NGVD 29 superseded value.
 EW3108
 EW3108.The geoid height was determined by GEOID03.
 EW3108
 EW3108;                    North         East    Units  Estimated Accuracy
 EW3108;SPC CA 5     -   644,610.    1,940,910.      MT  (+/- 180 meters Scaled)
 EW3108
 EW3108                          SUPERSEDED SURVEY CONTROL
 EW3108
 EW3108  NGVD 29 (??/??/92)  903.181  (m)         2963.19   (f) ADJ UNCH    2 0
 EW3108
 EW3108.Superseded values are not recommended for survey control.
 EW3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3108.See file dsdata.txt to determine how the superseded data were derived.
 EW3108
 EW3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU494523(NAD 83)
 EW3108_MARKER: DD = SURVEY DISK
 EW3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3108_STAMPING: 310.1 C BM 1968
 EW3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3108+STABILITY: SURFACE MOTION
 EW3108
 EW3108  HISTORY     - Date     Condition        Report By
 EW3108  HISTORY     - 1968     MONUMENTED       CADWR
 EW3108  HISTORY     - 1971     GOOD             NGS
 EW3108
 EW3108                          STATION DESCRIPTION
 EW3108
 EW3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3108'4.8 MI SE FROM PORTER TUNNEL.
 EW3108'4.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3108'SOUTH PORTAL OF THE PORTER TUNNEL, ABOUT MIDWAY BETWEEN THE
 EW3108'INLET AND OUTLET STRUCTURE OF SIPHON 308.12, ABOUT MIDWAY
 EW3108'BETWEEN GATES, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 EW3108'NORTHEAST LEVEE ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 EW3108'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW3108'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 11, T 8 N, R 17 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3036 ***********************************************************************
 EW3036  DESIGNATION -  310.5 A DWR
 EW3036  PID         -  EW3036
 EW3036  STATE/COUNTY-  CA/LOS ANGELES
 EW3036  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3036
 EW3036                         *CURRENT SURVEY CONTROL
 EW3036  ___________________________________________________________________
 EW3036* NAD 83(1986)-  34 47 20.     (N)    118 36 34.     (W)     SCALED    
 EW3036* NAVD 88     -       905.86   (+/-2cm)    2972.0    (feet)  VERTCON   
 EW3036  ___________________________________________________________________
 EW3036  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW3036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3036
 EW3036.The horizontal coordinates were scaled from a topographic map and have
 EW3036.an estimated accuracy of +/- 6 seconds.
 EW3036
 EW3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3036.The vertical order pertains to the NGVD 29 superseded value.
 EW3036
 EW3036.The geoid height was determined by GEOID03.
 EW3036
 EW3036;                    North         East    Units  Estimated Accuracy
 EW3036;SPC CA 5     -   643,140.    1,944,230.      MT  (+/- 180 meters Scaled)
 EW3036
 EW3036                          SUPERSEDED SURVEY CONTROL
 EW3036
 EW3036  NGVD 29 (??/??/92)  904.974  (m)         2969.07   (f) ADJ UNCH    2 0
 EW3036
 EW3036.Superseded values are not recommended for survey control.
 EW3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3036.See file dsdata.txt to determine how the superseded data were derived.
 EW3036
 EW3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU527508(NAD 83)
 EW3036_MARKER: DD = SURVEY DISK
 EW3036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3036_SP_SET: OVERCHUTE
 EW3036_STAMPING: 310.5 A 1971
 EW3036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3036
 EW3036  HISTORY     - Date     Condition        Report By
 EW3036  HISTORY     - 1971     MONUMENTED       NGS
 EW3036
 EW3036                          STATION DESCRIPTION
 EW3036
 EW3036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3036'7.2 MI SE FROM PORTER TUNNEL.
 EW3036'7.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3036'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 7.8 FEET
 EW3036'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE WALL
 EW3036'OF CONCRETE OVERCHUTE 310.52, 1.3 FEET SOUTHWEST OF THE SOUTHWEST
 EW3036'END OF A GUARDRAIL, AND ABOUT 1 FOOT LOWER THAN THE NORTHEAST
 EW3036'LEVEE ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3037 ***********************************************************************
 EW3037  DESIGNATION -  310.5 B DWR
 EW3037  PID         -  EW3037
 EW3037  STATE/COUNTY-  CA/LOS ANGELES
 EW3037  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3037
 EW3037                         *CURRENT SURVEY CONTROL
 EW3037  ___________________________________________________________________
 EW3037* NAD 83(1986)-  34 47 20.     (N)    118 36 34.     (W)     SCALED    
 EW3037* NAVD 88     -       903.03   (+/-2cm)    2962.7    (feet)  VERTCON   
 EW3037  ___________________________________________________________________
 EW3037  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW3037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3037
 EW3037.The horizontal coordinates were scaled from a topographic map and have
 EW3037.an estimated accuracy of +/- 6 seconds.
 EW3037
 EW3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3037.The vertical order pertains to the NGVD 29 superseded value.
 EW3037
 EW3037.The geoid height was determined by GEOID03.
 EW3037
 EW3037;                    North         East    Units  Estimated Accuracy
 EW3037;SPC CA 5     -   643,140.    1,944,230.      MT  (+/- 180 meters Scaled)
 EW3037
 EW3037                          SUPERSEDED SURVEY CONTROL
 EW3037
 EW3037  NGVD 29 (??/??/92)  902.139  (m)         2959.77   (f) ADJ UNCH    2 0
 EW3037
 EW3037.Superseded values are not recommended for survey control.
 EW3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3037.See file dsdata.txt to determine how the superseded data were derived.
 EW3037
 EW3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU527508(NAD 83)
 EW3037_MARKER: DD = SURVEY DISK
 EW3037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3037_SP_SET: AQUEDUCT
 EW3037_STAMPING: MILE 310.5 B
 EW3037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3037
 EW3037  HISTORY     - Date     Condition        Report By
 EW3037  HISTORY     - UNK      MONUMENTED       CADWR
 EW3037  HISTORY     - 1971     GOOD             NGS
 EW3037
 EW3037                          STATION DESCRIPTION
 EW3037
 EW3037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3037'7.2 MI SE FROM PORTER TUNNEL.
 EW3037'7.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3037'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3037'CONCRETE LINING OF THE AQUEDUCT, 0.3 FOOT SOUTHEAST OF THE
 EW3037'SOUTHEAST END OF PAINTED MILEAGE 310.50, 85.0 FEET NORTHWEST
 EW3037'OF THE NORTHWEST EDGE OF OVERCHUTE STRUCTURE 310.52, 5.5 FEET
 EW3037'NORTHWEST OF THE CENTER OF A LADDER, AND ABOUT 10 FEET LOWER
 EW3037'THAN THE NORTHEAST LEVEE ROAD.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3104 ***********************************************************************
 EW3104  DESIGNATION -  310.6 C DWR
 EW3104  PID         -  EW3104
 EW3104  STATE/COUNTY-  CA/LOS ANGELES
 EW3104  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3104
 EW3104                         *CURRENT SURVEY CONTROL
 EW3104  ___________________________________________________________________
 EW3104* NAD 83(1986)-  34 47 51.     (N)    118 38 21.     (W)     SCALED    
 EW3104* NAVD 88     -       904.05   (+/-2cm)    2966.0    (feet)  VERTCON   
 EW3104  ___________________________________________________________________
 EW3104  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EW3104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3104
 EW3104.The horizontal coordinates were scaled from a topographic map and have
 EW3104.an estimated accuracy of +/- 6 seconds.
 EW3104
 EW3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3104.The vertical order pertains to the NGVD 29 superseded value.
 EW3104
 EW3104.The geoid height was determined by GEOID03.
 EW3104
 EW3104;                    North         East    Units  Estimated Accuracy
 EW3104;SPC CA 5     -   644,110.    1,941,510.      MT  (+/- 180 meters Scaled)
 EW3104
 EW3104                          SUPERSEDED SURVEY CONTROL
 EW3104
 EW3104  NGVD 29 (??/??/92)  903.170  (m)         2963.15   (f) ADJ UNCH    2 0
 EW3104
 EW3104.Superseded values are not recommended for survey control.
 EW3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3104.See file dsdata.txt to determine how the superseded data were derived.
 EW3104
 EW3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU500518(NAD 83)
 EW3104_MARKER: DD = SURVEY DISK
 EW3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3104_STAMPING: 310.6 C BM 1968
 EW3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3104+STABILITY: SURFACE MOTION
 EW3104
 EW3104  HISTORY     - Date     Condition        Report By
 EW3104  HISTORY     - 1968     MONUMENTED       CADWR
 EW3104  HISTORY     - 1971     GOOD             NGS
 EW3104
 EW3104                          STATION DESCRIPTION
 EW3104
 EW3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3104'5.4 MI SE FROM PORTER TUNNEL.
 EW3104'5.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3104'SOUTH PORTAL OF THE PORTER TUNNEL, 0.15 MILE SOUTHEAST OF MILEAGE
 EW3104'308.50, 119 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 EW3104'LEVEE ROAD, 1.0 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW3104'FENCE, 176 FEET NORTHWEST OF A STEEL BRACE FENCE POST AND AN
 EW3104'ANGLE IN THE FENCE, 1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 EW3104'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW3104'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 12, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0962 ***********************************************************************
 DC0962  DESIGNATION -  310.6 USGS
 DC0962  PID         -  DC0962
 DC0962  STATE/COUNTY-  CA/SAN DIEGO
 DC0962  USGS QUAD   -  LA MESA (1980)
 DC0962
 DC0962                         *CURRENT SURVEY CONTROL
 DC0962  ___________________________________________________________________
 DC0962* NAD 83(1986)-  32 50 07.     (N)    117 01 07.     (W)     SCALED    
 DC0962* NAVD 88     -        95.30   (+/-2cm)     312.7    (feet)  VERTCON   
 DC0962  ___________________________________________________________________
 DC0962  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DC0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0962
 DC0962.The horizontal coordinates were scaled from a topographic map and have
 DC0962.an estimated accuracy of +/- 6 seconds.
 DC0962
 DC0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0962.The vertical order pertains to the NGVD 29 superseded value.
 DC0962
 DC0962.The geoid height was determined by GEOID03.
 DC0962
 DC0962;                    North         East    Units  Estimated Accuracy
 DC0962;SPC CA 6     -   574,420.    1,928,040.      MT  (+/- 180 meters Scaled)
 DC0962
 DC0962                          SUPERSEDED SURVEY CONTROL
 DC0962
 DC0962  NGVD 29 (??/??/??)   94.672  (m)          310.60   (f) ADJUSTED    2 0
 DC0962
 DC0962.Superseded values are not recommended for survey control.
 DC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0962.See file dsdata.txt to determine how the superseded data were derived.
 DC0962
 DC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS982330(NAD 83)
 DC0962_MARKER: Q = CHISELED SQUARE
 DC0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0962_SP_SET: CULVERT
 DC0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0962
 DC0962  HISTORY     - Date     Condition        Report By
 DC0962  HISTORY     - UNK      MONUMENTED       USGS
 DC0962  HISTORY     - 1957     GOOD             NGS
 DC0962
 DC0962                          STATION DESCRIPTION
 DC0962
 DC0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DC0962'3 MI W FROM SANTEE.
 DC0962'3.0 MILES WEST ALONG MISSION AVENUE (MISSION GORGE ROAD) FROM
 DC0962'1ST STREET IN SANTEE, 0.3 MILES WEST OF MESA ROAD T JUNCTION, ON
 DC0962'THE CENTER OF THE TOP OF THE NORTH CONCRETE AND ROCK HEADWALL
 DC0962'OF A 48-INCH CORRUGATED METAL CULVERT, 15 FEET NORTH OF THE
 DC0962'AVENUE CENTERLINE AND ABOUT 2 FEET HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1298 ***********************************************************************
 GT1298  DESIGNATION -  310.803
 GT1298  PID         -  GT1298
 GT1298  STATE/COUNTY-  CA/FRESNO
 GT1298  USGS QUAD   -  SELMA (1981)
 GT1298
 GT1298                         *CURRENT SURVEY CONTROL
 GT1298  ___________________________________________________________________
 GT1298* NAD 83(1986)-  36 34 33.     (N)    119 37 18.     (W)     SCALED    
 GT1298* NAVD 88     -        95.39   (+/-2cm)     313.0    (feet)  VERTCON   
 GT1298  ___________________________________________________________________
 GT1298  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 GT1298  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1298
 GT1298.The horizontal coordinates were scaled from a topographic map and have
 GT1298.an estimated accuracy of +/- 6 seconds.
 GT1298
 GT1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1298.The vertical order pertains to the NGVD 29 superseded value.
 GT1298
 GT1298.The geoid height was determined by GEOID03.
 GT1298
 GT1298;                    North         East    Units  Estimated Accuracy
 GT1298;SPC CA 4     -   638,050.    1,944,360.      MT  (+/- 180 meters Scaled)
 GT1298
 GT1298                          SUPERSEDED SURVEY CONTROL
 GT1298
 GT1298  NGVD 29 (??/??/92)   94.587  (m)          310.32   (f) ADJ UNCH    1 2
 GT1298
 GT1298.Superseded values are not recommended for survey control.
 GT1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1298.See file dsdata.txt to determine how the superseded data were derived.
 GT1298
 GT1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA654510(NAD 83)
 GT1298_MARKER: P = PIPE CAP
 GT1298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1298_STAMPING: 310.803 B 1902
 GT1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1298
 GT1298  HISTORY     - Date     Condition        Report By
 GT1298  HISTORY     - 1902     MONUMENTED       USGS
 GT1298  HISTORY     - 1959     GOOD             NGS
 GT1298
 GT1298                          STATION DESCRIPTION
 GT1298
 GT1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1298'0.9 MI NW FROM SELMA.
 GT1298'0.9 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 GT1298'STATION AT SELMA, 5 1/2 RAILS SOUTHEAST OF THE CROSSING OF
 GT1298'FLORAL AVENUE, 46.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 GT1298'MAIN TRACK, 126.6 FEET SOUTH AND ACROSS THE TRACK FROM THE WEST
 GT1298'CORNER OF A FENCE AROUND A CEMETERY, 29 1/2 FEET NORTHEAST OF THE
 GT1298'CENTER LINE OF WEST FRONT STREET, 24 FEET SOUTHEAST OF TELEPHONE
 GT1298'POLE 6, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 GT1298'HIGHER THAN THE TRACK, A CAP RIVETED ON TOP OF A 3 1/2-INCH
 GT1298'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3101 ***********************************************************************
 EW3101  DESIGNATION -  310.9 C DWR
 EW3101  PID         -  EW3101
 EW3101  STATE/COUNTY-  CA/LOS ANGELES
 EW3101  USGS QUAD   -  LA LIEBRE RANCH (1995)
 EW3101
 EW3101                         *CURRENT SURVEY CONTROL
 EW3101  ___________________________________________________________________
 EW3101* NAD 83(1986)-  34 47 45.     (N)    118 38 01.     (W)     SCALED    
 EW3101* NAVD 88     -       903.37   (+/-2cm)    2963.8    (feet)  VERTCON   
 EW3101  ___________________________________________________________________
 EW3101  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW3101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3101
 EW3101.The horizontal coordinates were scaled from a topographic map and have
 EW3101.an estimated accuracy of +/- 6 seconds.
 EW3101
 EW3101.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3101.The vertical order pertains to the NGVD 29 superseded value.
 EW3101
 EW3101.The geoid height was determined by GEOID03.
 EW3101
 EW3101;                    North         East    Units  Estimated Accuracy
 EW3101;SPC CA 5     -   643,920.    1,942,020.      MT  (+/- 180 meters Scaled)
 EW3101
 EW3101                          SUPERSEDED SURVEY CONTROL
 EW3101
 EW3101  NGVD 29 (??/??/92)  902.484  (m)         2960.90   (f) ADJ UNCH    2 0
 EW3101
 EW3101.Superseded values are not recommended for survey control.
 EW3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3101.See file dsdata.txt to determine how the superseded data were derived.
 EW3101
 EW3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU505516(NAD 83)
 EW3101_MARKER: DD = SURVEY DISK
 EW3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3101_STAMPING: 310.9 C BM 1968
 EW3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3101+STABILITY: SURFACE MOTION
 EW3101
 EW3101  HISTORY     - Date     Condition        Report By
 EW3101  HISTORY     - 1968     MONUMENTED       CADWR
 EW3101  HISTORY     - 1971     GOOD             NGS
 EW3101
 EW3101                          STATION DESCRIPTION
 EW3101
 EW3101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3101'5.6 MI SE FROM PORTER TUNNEL.
 EW3101'5.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3101'SOUTH PORTAL OF THE PORTER TUNNEL, 71.5 FEET NORTH OF THE EAST
 EW3101'END OF THE NORTHEAST CONCRETE RETAINING WALL OF CONCRETE OVERCHUTE
 EW3101'308.95, 100.5 FEET WEST OF A BRACE POST IN THE FENCE, 0.8 FOOT
 EW3101'NORTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 8 FEET
 EW3101'LOWER THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW3101'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 12, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5524 ***********************************************************************
 EW5524  DESIGNATION -  3100 USGS
 EW5524  PID         -  EW5524
 EW5524  STATE/COUNTY-  CA/SANTA BARBARA
 EW5524  USGS QUAD   -  CUYAMA PEAK (1991)
 EW5524
 EW5524                         *CURRENT SURVEY CONTROL
 EW5524  ___________________________________________________________________
 EW5524* NAD 83(1986)-  34 47 29.     (N)    119 26 38.     (W)     SCALED    
 EW5524* NAVD 88     -       947.130  (meters)    3107.38   (feet)  ADJUSTED  
 EW5524  ___________________________________________________________________
 EW5524  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 EW5524  DYNAMIC HT  -         946.031 (meters)    3103.77  (feet)  COMP
 EW5524  MODELED GRAV-     979,442.7   (mgal)                       NAVD 88
 EW5524
 EW5524  VERT ORDER  -  FIRST     CLASS I
 EW5524
 EW5524.The horizontal coordinates were scaled from a topographic map and have
 EW5524.an estimated accuracy of +/- 6 seconds.
 EW5524
 EW5524.The orthometric height was determined by differential leveling
 EW5524.and adjusted in June 1991.
 EW5524.WARNING-Repeat measurements at this control monument indicate possible
 EW5524.vertical movement.
 EW5524
 EW5524.The geoid height was determined by GEOID03.
 EW5524
 EW5524.The dynamic height is computed by dividing the NAVD 88
 EW5524.geopotential number by the normal gravity value computed on the
 EW5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5524.degrees latitude (g = 980.6199 gals.).
 EW5524
 EW5524.The modeled gravity was interpolated from observed gravity values.
 EW5524
 EW5524;                    North         East    Units  Estimated Accuracy
 EW5524;SPC CA 5     -   644,200.    1,867,870.      MT  (+/- 180 meters Scaled)
 EW5524
 EW5524                          SUPERSEDED SURVEY CONTROL
 EW5524
 EW5524  NGVD 29 (??/??/92)  946.252  (m)         3104.50   (f) ADJ UNCH    1 1
 EW5524
 EW5524.Superseded values are not recommended for survey control.
 EW5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5524.See file dsdata.txt to determine how the superseded data were derived.
 EW5524
 EW5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU764526(NAD 83)
 EW5524_MARKER: P = PIPE CAP
 EW5524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5524_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5524_STAMPING: 3100 LA
 EW5524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5524
 EW5524  HISTORY     - Date     Condition        Report By
 EW5524  HISTORY     - UNK      MONUMENTED       USGS
 EW5524  HISTORY     - 1968     GOOD             NGS
 EW5524  HISTORY     - 1977     GOOD             NGS
 EW5524  HISTORY     - 1983     GOOD             USGS
 EW5524
 EW5524                          STATION DESCRIPTION
 EW5524
 EW5524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5524'25 MI SW FROM MARICOPA.
 EW5524'24.95 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 EW5524'AT MARICOPA, IN R24W T8N, SECTION 17, 155 FEET EAST OF THE CENTER
 EW5524'LINE OF THE HIGHWAY, 418.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 EW5524'OF THE SOUTHEAST HEAD WALL OF A CULVERT AT THE SANTA
 EW5524'BARBARA-VENTURA COUNTY LINE, 292 1/2 FEET WEST OF POWER POLE
 EW5524'851393E, 1.4 FEET NORTHEAST OF BENCH MARK L B (CO.H.D.), 0.7
 EW5524'FOOT NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 EW5524'THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 EW5524'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 EW5524
 EW5524                          STATION RECOVERY (1977)
 EW5524
 EW5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5524'418.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL
 EW5524
 EW5524                          STATION RECOVERY (1983)
 EW5524
 EW5524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5524'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 EW5524'ADD 381 FT NW OF SIGN READING SANTA BARBARA COUNTY/VENTURA
 EW5524'COUNTY, AND 105 FT NE OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1247 ***********************************************************************
 JS1247  DESIGNATION -  3107=9
 JS1247  PID         -  JS1247
 JS1247  STATE/COUNTY-  CA/SACRAMENTO
 JS1247  USGS QUAD   -  FLORIN (1980)
 JS1247
 JS1247                         *CURRENT SURVEY CONTROL
 JS1247  ___________________________________________________________________
 JS1247* NAD 83(1986)-  38 29 46.     (N)    121 27 35.     (W)     SCALED    
 JS1247* NAVD 88     -         6.34   (+/-2cm)      20.8    (feet)  VERTCON   
 JS1247  ___________________________________________________________________
 JS1247  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JS1247  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1247
 JS1247.The horizontal coordinates were scaled from a topographic map and have
 JS1247.an estimated accuracy of +/- 6 seconds.
 JS1247
 JS1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1247.The vertical order pertains to the NGVD 29 superseded value.
 JS1247
 JS1247.The geoid height was determined by GEOID03.
 JS1247
 JS1247;                    North         East    Units  Estimated Accuracy
 JS1247;SPC CA 2     -   592,210.    2,047,130.      MT  (+/- 180 meters Scaled)
 JS1247
 JS1247                          SUPERSEDED SURVEY CONTROL
 JS1247
 JS1247  NGVD 29 (??/??/92)    5.582  (m)           18.31   (f) ADJ UNCH    1 2
 JS1247
 JS1247.Superseded values are not recommended for survey control.
 JS1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1247.See file dsdata.txt to determine how the superseded data were derived.
 JS1247
 JS1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH343619(NAD 83)
 JS1247_MARKER: DB = BENCH MARK DISK
 JS1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1247+STABILITY: SURFACE MOTION
 JS1247
 JS1247  HISTORY     - Date     Condition        Report By
 JS1247  HISTORY     - UNK      MONUMENTED       CGS
 JS1247  HISTORY     - 1950     GOOD             NGS
 JS1247  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS1247
 JS1247                          STATION DESCRIPTION
 JS1247
 JS1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JS1247'3.2 MI W FROM FLORIN.
 JS1247'3.2 MILES WEST ALONG FLORIN ROAD FROM THE SCHOOL AT FLORIN, AT
 JS1247'THE INTERSECTION OF FRANKLIN BOULEVARD, 57.2 FEET NORTHEAST OF
 JS1247'THE NORTHEAST END OF A CONCRETE MEMORIAL MONUMENT, 53 1/2 FEET
 JS1247'NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY TO THE SACRAMENTO
 JS1247'COUNTY HOME FOR THE AGED, 38 1/2 FEET WEST OF THE CENTER LINE OF
 JS1247'THE BOULEVARD, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JS1247'6.1 FEET WEST OF A TELEPHONE POLE, ABOUT 1/2 FOOT HIGHER THAN THE
 JS1247'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 JS1247'ABOVE THE GROUND.  PREVIOUSLY DESIGNATED 3107=9 (USC AND GS AND
 JS1247'SS).
 JS1247
 JS1247                          STATION RECOVERY (2004)
 JS1247
 JS1247'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1247'RECENT DEVELOPEMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3034 ***********************************************************************
 EW3034  DESIGNATION -  311.0 B DWR
 EW3034  PID         -  EW3034
 EW3034  STATE/COUNTY-  CA/LOS ANGELES
 EW3034  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3034
 EW3034                         *CURRENT SURVEY CONTROL
 EW3034  ___________________________________________________________________
 EW3034* NAD 83(1986)-  34 47 19.     (N)    118 36 05.     (W)     SCALED    
 EW3034* NAVD 88     -       903.03   (+/-2cm)    2962.7    (feet)  VERTCON   
 EW3034  ___________________________________________________________________
 EW3034  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW3034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3034
 EW3034.The horizontal coordinates were scaled from a topographic map and have
 EW3034.an estimated accuracy of +/- 6 seconds.
 EW3034
 EW3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3034.The vertical order pertains to the NGVD 29 superseded value.
 EW3034
 EW3034.The geoid height was determined by GEOID03.
 EW3034
 EW3034;                    North         East    Units  Estimated Accuracy
 EW3034;SPC CA 5     -   643,100.    1,944,960.      MT  (+/- 180 meters Scaled)
 EW3034
 EW3034                          SUPERSEDED SURVEY CONTROL
 EW3034
 EW3034  NGVD 29 (??/??/92)  902.143  (m)         2959.78   (f) ADJ UNCH    2 0
 EW3034
 EW3034.Superseded values are not recommended for survey control.
 EW3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3034.See file dsdata.txt to determine how the superseded data were derived.
 EW3034
 EW3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU534507(NAD 83)
 EW3034_MARKER: DD = SURVEY DISK
 EW3034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3034_SP_SET: AQUEDUCT
 EW3034_STAMPING: 311.0 B 1971
 EW3034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3034
 EW3034  HISTORY     - Date     Condition        Report By
 EW3034  HISTORY     - 1971     MONUMENTED       CADWR
 EW3034  HISTORY     - 1971     GOOD             NGS
 EW3034
 EW3034                          STATION DESCRIPTION
 EW3034
 EW3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3034'7.7 MI SE FROM PORTER TUNNEL.
 EW3034'7.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3034'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE AQUEDUCT
 EW3034'MILE 311.00, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW3034'AQUEDUCT, 33 1/2 FEET EAST OF A POINT OPPOSITE THE CENTER OF
 EW3034'A LADDER ON THE SOUTH AQUEDUCT LINING, AND ABOUT 6 FEET LOWER
 EW3034'THAN THE NORTH LEVEE ROAD.  SECTION 8, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1178 ***********************************************************************
 DC1178  DESIGNATION -  311.20 USGS
 DC1178  PID         -  DC1178
 DC1178  STATE/COUNTY-  CA/SAN DIEGO
 DC1178  USGS QUAD   -  DEL MAR (1975)
 DC1178
 DC1178                         *CURRENT SURVEY CONTROL
 DC1178  ___________________________________________________________________
 DC1178* NAD 83(1986)-  32 57 43.     (N)    117 11 40.     (W)     SCALED    
 DC1178* NAVD 88     -        95.49   (+/-2cm)     313.3    (feet)  VERTCON   
 DC1178  ___________________________________________________________________
 DC1178  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DC1178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1178
 DC1178.The horizontal coordinates were scaled from a topographic map and have
 DC1178.an estimated accuracy of +/- 6 seconds.
 DC1178
 DC1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1178.The vertical order pertains to the NGVD 29 superseded value.
 DC1178
 DC1178.The geoid height was determined by GEOID03.
 DC1178
 DC1178;                    North         East    Units  Estimated Accuracy
 DC1178;SPC CA 6     -   588,600.    1,911,700.      MT  (+/- 180 meters Scaled)
 DC1178
 DC1178                          SUPERSEDED SURVEY CONTROL
 DC1178
 DC1178  NGVD 29 (??/??/??)   94.837  (m)          311.14   (f) ADJUSTED    2 0
 DC1178
 DC1178.Superseded values are not recommended for survey control.
 DC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1178.See file dsdata.txt to determine how the superseded data were derived.
 DC1178
 DC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS818470(NAD 83)
 DC1178_MARKER: S = SPIKE
 DC1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1178_SP_SET: POLE BASE
 DC1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1178
 DC1178  HISTORY     - Date     Condition        Report By
 DC1178  HISTORY     - UNK      MONUMENTED       USGS
 DC1178  HISTORY     - 1944     GOOD             NGS
 DC1178
 DC1178                          STATION DESCRIPTION
 DC1178
 DC1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC1178'7 MI E FROM DEL MAR.
 DC1178'2.0 MILES SOUTH ALONG THE A. T. AND S FE RAILROAD FROM THE STATION
 DC1178'AT DEL MARK, THENCE 5.0 MILES NORTHEAST ALONG THE DEL MAR-LAKE
 DC1178'HODGES ROAD, ABOUT 260 FEET SOUTHWEST OF USC AND GS BENCH MARK
 DC1178'R-302 1935, ON THE SOUTHEAST SIDE OF POLE NO. D 33596 T AND AT THE
 DC1178'BASE OF POLE, 17 FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD,
 DC1178'ABOUT 0.5 FOOT ABOVE ROAD LEVEL.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3056 ***********************************************************************
 EW3056  DESIGNATION -  311.4 C DWR
 EW3056  PID         -  EW3056
 EW3056  STATE/COUNTY-  CA/LOS ANGELES
 EW3056  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3056
 EW3056                         *CURRENT SURVEY CONTROL
 EW3056  ___________________________________________________________________
 EW3056* NAD 83(1986)-  34 47 42.     (N)    118 37 31.     (W)     SCALED    
 EW3056* NAVD 88     -       903.08   (+/-2cm)    2962.9    (feet)  VERTCON   
 EW3056  ___________________________________________________________________
 EW3056  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3056
 EW3056.The horizontal coordinates were scaled from a topographic map and have
 EW3056.an estimated accuracy of +/- 6 seconds.
 EW3056
 EW3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3056.The vertical order pertains to the NGVD 29 superseded value.
 EW3056
 EW3056.The geoid height was determined by GEOID03.
 EW3056
 EW3056;                    North         East    Units  Estimated Accuracy
 EW3056;SPC CA 5     -   643,830.    1,942,780.      MT  (+/- 180 meters Scaled)
 EW3056
 EW3056                          SUPERSEDED SURVEY CONTROL
 EW3056
 EW3056  NGVD 29 (??/??/92)  902.191  (m)         2959.94   (f) ADJ UNCH    2 0
 EW3056
 EW3056.Superseded values are not recommended for survey control.
 EW3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3056.See file dsdata.txt to determine how the superseded data were derived.
 EW3056
 EW3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU513515(NAD 83)
 EW3056_MARKER: DD = SURVEY DISK
 EW3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3056_STAMPING: 311.4 C BM 1968
 EW3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3056+STABILITY: SURFACE MOTION
 EW3056
 EW3056  HISTORY     - Date     Condition        Report By
 EW3056  HISTORY     - 1968     MONUMENTED       CADWR
 EW3056  HISTORY     - 1971     GOOD             NGS
 EW3056
 EW3056                          STATION DESCRIPTION
 EW3056
 EW3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3056'6.2 MI SE FROM PORTER TUNNEL.
 EW3056'6.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3056'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 280TH
 EW3056'STREET WEST, 234 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 EW3056'OF BRIDGE 309.52, 119 FEET WEST OF THE CENTER LINE OF THE STREET,
 EW3056'101 FEET WEST OF A FENCE CORNER, 167 FEET NORTH OF THE CENTER
 EW3056'LINE OF THE NORTH LEVEE ROAD, 1.0 FOOT NORTH OF THE NORTH
 EW3056'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 2
 EW3056'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW3056'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 12, T8N, R17W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3028 ***********************************************************************
 EW3028  DESIGNATION -  311.6 A DWR
 EW3028  PID         -  EW3028
 EW3028  STATE/COUNTY-  CA/LOS ANGELES
 EW3028  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3028
 EW3028                         *CURRENT SURVEY CONTROL
 EW3028  ___________________________________________________________________
 EW3028* NAD 83(1986)-  34 47 19.     (N)    118 35 22.     (W)     SCALED    
 EW3028* NAVD 88     -       906.37   (+/-2cm)    2973.6    (feet)  VERTCON   
 EW3028  ___________________________________________________________________
 EW3028  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3028
 EW3028.The horizontal coordinates were scaled from a topographic map and have
 EW3028.an estimated accuracy of +/- 6 seconds.
 EW3028
 EW3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3028.The vertical order pertains to the NGVD 29 superseded value.
 EW3028
 EW3028.The geoid height was determined by GEOID03.
 EW3028
 EW3028;                    North         East    Units  Estimated Accuracy
 EW3028;SPC CA 5     -   643,100.    1,946,060.      MT  (+/- 180 meters Scaled)
 EW3028
 EW3028                          SUPERSEDED SURVEY CONTROL
 EW3028
 EW3028  NGVD 29 (??/??/92)  905.482  (m)         2970.74   (f) ADJ UNCH    2 0
 EW3028
 EW3028.Superseded values are not recommended for survey control.
 EW3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3028.See file dsdata.txt to determine how the superseded data were derived.
 EW3028
 EW3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU545507(NAD 83)
 EW3028_MARKER: DD = SURVEY DISK
 EW3028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3028_SP_SET: BRIDGE WALKWAY
 EW3028_STAMPING: 311.6 A 1971
 EW3028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3028
 EW3028  HISTORY     - Date     Condition        Report By
 EW3028  HISTORY     - 1971     MONUMENTED       CADWR
 EW3028  HISTORY     - 1971     GOOD             NGS
 EW3028
 EW3028                          STATION DESCRIPTION
 EW3028
 EW3028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3028'8.4 MI SE FROM PORTER TUNNEL.
 EW3028'8.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3028'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 260 STREET
 EW3028'WEST BRIDGE NO. 311.66, IN THE TOP AND 1.8 FEET SOUTH OF THE
 EW3028'NORTH END OF THE WEST CONCRETE WALKWAY OF THE BRIDGE, 20 FEET
 EW3028'WEST OF THE CENTER LINE OF THE STREET, 3.8 FEET WEST OF THE
 EW3028'EAST EDGE OF THE WALKWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 EW3028'STREET.  SECTION 17, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3029 ***********************************************************************
 EW3029  DESIGNATION -  311.6 B DWR
 EW3029  PID         -  EW3029
 EW3029  STATE/COUNTY-  CA/LOS ANGELES
 EW3029  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3029
 EW3029                         *CURRENT SURVEY CONTROL
 EW3029  ___________________________________________________________________
 EW3029* NAD 83(1986)-  34 47 19.     (N)    118 35 24.     (W)     SCALED    
 EW3029* NAVD 88     -       902.92   (+/-2cm)    2962.3    (feet)  VERTCON   
 EW3029  ___________________________________________________________________
 EW3029  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3029
 EW3029.The horizontal coordinates were scaled from a topographic map and have
 EW3029.an estimated accuracy of +/- 6 seconds.
 EW3029
 EW3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3029.The vertical order pertains to the NGVD 29 superseded value.
 EW3029
 EW3029.The geoid height was determined by GEOID03.
 EW3029
 EW3029;                    North         East    Units  Estimated Accuracy
 EW3029;SPC CA 5     -   643,100.    1,946,010.      MT  (+/- 180 meters Scaled)
 EW3029
 EW3029                          SUPERSEDED SURVEY CONTROL
 EW3029
 EW3029  NGVD 29 (??/??/92)  902.031  (m)         2959.41   (f) ADJ UNCH    2 0
 EW3029
 EW3029.Superseded values are not recommended for survey control.
 EW3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3029.See file dsdata.txt to determine how the superseded data were derived.
 EW3029
 EW3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU545507(NAD 83)
 EW3029_MARKER: DD = SURVEY DISK
 EW3029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3029_SP_SET: AQUEDUCT
 EW3029_STAMPING: MILE 311.6 B
 EW3029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3029
 EW3029  HISTORY     - Date     Condition        Report By
 EW3029  HISTORY     - UNK      MONUMENTED       CADWR
 EW3029  HISTORY     - 1971     GOOD             NGS
 EW3029
 EW3029                          STATION DESCRIPTION
 EW3029
 EW3029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3029'8.4 MI SE FROM PORTER TUNNEL.
 EW3029'8.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3029'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3029'CONCRETE LINING OF THE AQUEDUCT, 115 FEET WEST OF THE 260TH
 EW3029'STREET WEST BRIDGE 311.66, AND ABOUT 7 FEET LOWER THAN THE
 EW3029'NORTH LEVEE ROAD.  SECTION 17, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3054 ***********************************************************************
 EW3054  DESIGNATION -  311.6 C DWR
 EW3054  PID         -  EW3054
 EW3054  STATE/COUNTY-  CA/LOS ANGELES
 EW3054  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3054
 EW3054                         *CURRENT SURVEY CONTROL
 EW3054  ___________________________________________________________________
 EW3054* NAD 83(1986)-  34 47 41.     (N)    118 37 16.     (W)     SCALED    
 EW3054* NAVD 88     -       903.46   (+/-2cm)    2964.1    (feet)  VERTCON   
 EW3054  ___________________________________________________________________
 EW3054  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW3054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3054
 EW3054.The horizontal coordinates were scaled from a topographic map and have
 EW3054.an estimated accuracy of +/- 6 seconds.
 EW3054
 EW3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3054.The vertical order pertains to the NGVD 29 superseded value.
 EW3054
 EW3054.The geoid height was determined by GEOID03.
 EW3054
 EW3054;                    North         East    Units  Estimated Accuracy
 EW3054;SPC CA 5     -   643,790.    1,943,160.      MT  (+/- 180 meters Scaled)
 EW3054
 EW3054                          SUPERSEDED SURVEY CONTROL
 EW3054
 EW3054  NGVD 29 (??/??/92)  902.570  (m)         2961.18   (f) ADJ UNCH    2 0
 EW3054
 EW3054.Superseded values are not recommended for survey control.
 EW3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3054.See file dsdata.txt to determine how the superseded data were derived.
 EW3054
 EW3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU516514(NAD 83)
 EW3054_MARKER: DD = SURVEY DISK
 EW3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3054_STAMPING: 411.C BM 1968
 EW3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3054+STABILITY: SURFACE MOTION
 EW3054
 EW3054  HISTORY     - Date     Condition        Report By
 EW3054  HISTORY     - 1968     MONUMENTED       CADWR
 EW3054  HISTORY     - 1971     GOOD             NGS
 EW3054
 EW3054                          STATION DESCRIPTION
 EW3054
 EW3054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3054'6.4 MI SE FROM PORTER TUNNEL.
 EW3054'6.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3054'SOUTH PORTAL OF PORTER TUNNEL, ALONG THE NORTH RIGHT-OF-WAY
 EW3054'FENCE, 0.8 FOOT NORTH OF THE FENCE, 7 FEET WEST-NORTHWEST OF
 EW3054'POWER POLE 1897388E WITH A TRANSFORMER AND A GUY WIRE, 207.3
 EW3054'FEET NORTH OF BENCH MARK 309.7 A (DWR), 1.4 FEET EAST OF A WITNESS
 EW3054'POST, ABOUT 1 FOOT LOWER THAN THE NORTH LEVEE ROAD, AND SET IN
 EW3054'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 7,
 EW3054'T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3031 ***********************************************************************
 EW3031  DESIGNATION -  311.7 A DWR
 EW3031  PID         -  EW3031
 EW3031  STATE/COUNTY-  CA/LOS ANGELES
 EW3031  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3031
 EW3031                         *CURRENT SURVEY CONTROL
 EW3031  ___________________________________________________________________
 EW3031* NAD 83(1986)-  34 47 19.     (N)    118 35 17.     (W)     SCALED    
 EW3031* NAVD 88     -       905.05   (+/-2cm)    2969.3    (feet)  VERTCON   
 EW3031  ___________________________________________________________________
 EW3031  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3031
 EW3031.The horizontal coordinates were scaled from a topographic map and have
 EW3031.an estimated accuracy of +/- 6 seconds.
 EW3031
 EW3031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3031.The vertical order pertains to the NGVD 29 superseded value.
 EW3031
 EW3031.The geoid height was determined by GEOID03.
 EW3031
 EW3031;                    North         East    Units  Estimated Accuracy
 EW3031;SPC CA 5     -   643,100.    1,946,180.      MT  (+/- 180 meters Scaled)
 EW3031
 EW3031                          SUPERSEDED SURVEY CONTROL
 EW3031
 EW3031  NGVD 29 (??/??/92)  904.162  (m)         2966.40   (f) ADJ UNCH    2 0
 EW3031
 EW3031.Superseded values are not recommended for survey control.
 EW3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3031.See file dsdata.txt to determine how the superseded data were derived.
 EW3031
 EW3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU547507(NAD 83)
 EW3031_MARKER: DD = SURVEY DISK
 EW3031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3031_SP_SET: SIPHON HEAD WALL
 EW3031_STAMPING: 311.7 A 1971
 EW3031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3031
 EW3031  HISTORY     - Date     Condition        Report By
 EW3031  HISTORY     - 1971     MONUMENTED       CADWR
 EW3031  HISTORY     - 1971     GOOD             NGS
 EW3031
 EW3031                          STATION DESCRIPTION
 EW3031
 EW3031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3031'8.4 MI SE FROM PORTER TUNNEL.
 EW3031'8.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3031'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE EAST OF THE 260TH
 EW3031'STREET WEST BRIDGE, IN THE TOP AND 0.3 FOOT SOUTH OF THE NORTH
 EW3031'END OF A HEAD WALL OF THE WEST CONCRETE PORTAL OF SIPHON 311.72,
 EW3031'0.3 FOOT NORTHEAST OF A FENCE CORNER POST, AND ABOUT LEVEL WITH
 EW3031'THE NORTH LEVEE ROAD.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3030 ***********************************************************************
 EW3030  DESIGNATION -  311.7 AA DWR
 EW3030  PID         -  EW3030
 EW3030  STATE/COUNTY-  CA/LOS ANGELES
 EW3030  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3030
 EW3030                         *CURRENT SURVEY CONTROL
 EW3030  ___________________________________________________________________
 EW3030* NAD 83(1986)-  34 47 19.     (N)    118 35 17.     (W)     SCALED    
 EW3030* NAVD 88     -       905.04   (+/-2cm)    2969.3    (feet)  VERTCON   
 EW3030  ___________________________________________________________________
 EW3030  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3030
 EW3030.The horizontal coordinates were scaled from a topographic map and have
 EW3030.an estimated accuracy of +/- 6 seconds.
 EW3030
 EW3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3030.The vertical order pertains to the NGVD 29 superseded value.
 EW3030
 EW3030.The geoid height was determined by GEOID03.
 EW3030
 EW3030;                    North         East    Units  Estimated Accuracy
 EW3030;SPC CA 5     -   643,100.    1,946,180.      MT  (+/- 180 meters Scaled)
 EW3030
 EW3030                          SUPERSEDED SURVEY CONTROL
 EW3030
 EW3030  NGVD 29 (??/??/92)  904.153  (m)         2966.38   (f) ADJ UNCH    2 0
 EW3030
 EW3030.Superseded values are not recommended for survey control.
 EW3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3030.See file dsdata.txt to determine how the superseded data were derived.
 EW3030
 EW3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU547507(NAD 83)
 EW3030_MARKER: DD = SURVEY DISK
 EW3030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3030_SP_SET: SIPHON HEAD WALL
 EW3030_STAMPING: 311.7 AA 1971
 EW3030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3030
 EW3030  HISTORY     - Date     Condition        Report By
 EW3030  HISTORY     - 1971     MONUMENTED       CADWR
 EW3030  HISTORY     - 1971     GOOD             NGS
 EW3030
 EW3030                          STATION DESCRIPTION
 EW3030
 EW3030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3030'8.4 MI SE FROM PORTER TUNNEL.
 EW3030'8.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3030'PORTAL OF THE PORTER TUNNEL, 0.05 MILE EAST OF THE 260TH STREET
 EW3030'WEST BRIDGE, IN THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF
 EW3030'THE HEAD WALL OF THE EAST CONCRETE PORTAL OF SIPHON 311.72,
 EW3030'0.4 FOOT NORTHWEST OF A FENCE CORNER POST, AND ABOUT LEVEL WITH
 EW3030'THE NORTH LEVEE ROAD.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3032 ***********************************************************************
 EW3032  DESIGNATION -  311.7 B DWR
 EW3032  PID         -  EW3032
 EW3032  STATE/COUNTY-  CA/LOS ANGELES
 EW3032  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3032
 EW3032                         *CURRENT SURVEY CONTROL
 EW3032  ___________________________________________________________________
 EW3032* NAD 83(1986)-  34 47 19.     (N)    118 35 19.     (W)     SCALED    
 EW3032* NAVD 88     -       902.92   (+/-2cm)    2962.3    (feet)  VERTCON   
 EW3032  ___________________________________________________________________
 EW3032  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3032
 EW3032.The horizontal coordinates were scaled from a topographic map and have
 EW3032.an estimated accuracy of +/- 6 seconds.
 EW3032
 EW3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3032.The vertical order pertains to the NGVD 29 superseded value.
 EW3032
 EW3032.The geoid height was determined by GEOID03.
 EW3032
 EW3032;                    North         East    Units  Estimated Accuracy
 EW3032;SPC CA 5     -   643,100.    1,946,130.      MT  (+/- 180 meters Scaled)
 EW3032
 EW3032                          SUPERSEDED SURVEY CONTROL
 EW3032
 EW3032  NGVD 29 (??/??/92)  902.031  (m)         2959.41   (f) ADJ UNCH    2 0
 EW3032
 EW3032.Superseded values are not recommended for survey control.
 EW3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3032.See file dsdata.txt to determine how the superseded data were derived.
 EW3032
 EW3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU546507(NAD 83)
 EW3032_MARKER: DD = SURVEY DISK
 EW3032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3032_SP_SET: AQUEDUCT
 EW3032_STAMPING: MILE 311.7 B
 EW3032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3032
 EW3032  HISTORY     - Date     Condition        Report By
 EW3032  HISTORY     - UNK      MONUMENTED       CADWR
 EW3032  HISTORY     - 1971     GOOD             NGS
 EW3032
 EW3032                          STATION DESCRIPTION
 EW3032
 EW3032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3032'8.4 MI SE FROM PORTER TUNNEL.
 EW3032'8.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3032'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE EAST OF BRIDGE
 EW3032'311.66 OVER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE
 EW3032'LINING OF THE AQUEDUCT, 43.5 FEET WEST OF THE NORTHWEST END
 EW3032'OF A FENCE, ABOUT 120 FEET WEST OF BENCH MARK 311.7 A (DWR),
 EW3032'AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 16,
 EW3032'T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3026 ***********************************************************************
 EW3026  DESIGNATION -  311.7 BB DWR
 EW3026  PID         -  EW3026
 EW3026  STATE/COUNTY-  CA/LOS ANGELES
 EW3026  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3026
 EW3026                         *CURRENT SURVEY CONTROL
 EW3026  ___________________________________________________________________
 EW3026* NAD 83(1986)-  34 47 18.     (N)    118 35 12.     (W)     SCALED    
 EW3026* NAVD 88     -       902.92   (+/-2cm)    2962.3    (feet)  VERTCON   
 EW3026  ___________________________________________________________________
 EW3026  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3026
 EW3026.The horizontal coordinates were scaled from a topographic map and have
 EW3026.an estimated accuracy of +/- 6 seconds.
 EW3026
 EW3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3026.The vertical order pertains to the NGVD 29 superseded value.
 EW3026
 EW3026.The geoid height was determined by GEOID03.
 EW3026
 EW3026;                    North         East    Units  Estimated Accuracy
 EW3026;SPC CA 5     -   643,070.    1,946,310.      MT  (+/- 180 meters Scaled)
 EW3026
 EW3026                          SUPERSEDED SURVEY CONTROL
 EW3026
 EW3026  NGVD 29 (??/??/92)  902.035  (m)         2959.43   (f) ADJ UNCH    2 0
 EW3026
 EW3026.Superseded values are not recommended for survey control.
 EW3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3026.See file dsdata.txt to determine how the superseded data were derived.
 EW3026
 EW3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU548507(NAD 83)
 EW3026_MARKER: DD = SURVEY DISK
 EW3026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3026_SP_SET: AQUEDUCT
 EW3026_STAMPING: 311.7 BB DWR
 EW3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3026
 EW3026  HISTORY     - Date     Condition        Report By
 EW3026  HISTORY     - UNK      MONUMENTED       CADWR
 EW3026  HISTORY     - 1971     GOOD             NGS
 EW3026
 EW3026                          STATION DESCRIPTION
 EW3026
 EW3026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3026'8.4 MI SE FROM PORTER TUNNEL.
 EW3026'8.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3026'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW3026'CONCRETE LINING OF THE AQUEDUCT, 34.2 FEET EAST OF THE NORTHEAST
 EW3026'END OF A FENCE, 9.5 FEET WEST OF THE CENTER OF A LADDER, AND
 EW3026'ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 16,
 EW3026'T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3025 ***********************************************************************
 EW3025  DESIGNATION -  311.8 B DWR
 EW3025  PID         -  EW3025
 EW3025  STATE/COUNTY-  CA/LOS ANGELES
 EW3025  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3025
 EW3025                         *CURRENT SURVEY CONTROL
 EW3025  ___________________________________________________________________
 EW3025* NAD 83(1986)-  34 47 15.     (N)    118 35 11.     (W)     SCALED    
 EW3025* NAVD 88     -       903.00   (+/-2cm)    2962.6    (feet)  VERTCON   
 EW3025  ___________________________________________________________________
 EW3025  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3025
 EW3025.The horizontal coordinates were scaled from a topographic map and have
 EW3025.an estimated accuracy of +/- 6 seconds.
 EW3025
 EW3025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3025.The vertical order pertains to the NGVD 29 superseded value.
 EW3025
 EW3025.The geoid height was determined by GEOID03.
 EW3025
 EW3025;                    North         East    Units  Estimated Accuracy
 EW3025;SPC CA 5     -   642,970.    1,946,340.      MT  (+/- 180 meters Scaled)
 EW3025
 EW3025                          SUPERSEDED SURVEY CONTROL
 EW3025
 EW3025  NGVD 29 (??/??/92)  902.110  (m)         2959.67   (f) ADJ UNCH    2 0
 EW3025
 EW3025.Superseded values are not recommended for survey control.
 EW3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3025.See file dsdata.txt to determine how the superseded data were derived.
 EW3025
 EW3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU548506(NAD 83)
 EW3025_MARKER: DD = SURVEY DISK
 EW3025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3025_SP_SET: AQUEDUCT
 EW3025_STAMPING: MILE 311.8 B
 EW3025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3025
 EW3025  HISTORY     - Date     Condition        Report By
 EW3025  HISTORY     - UNK      MONUMENTED       CADWR
 EW3025  HISTORY     - 1971     GOOD             NGS
 EW3025
 EW3025                          STATION DESCRIPTION
 EW3025
 EW3025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3025'8.5 MI SE FROM PORTER TUNNEL.
 EW3025'8.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3025'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 6-FOOT
 EW3025'LOS ANGELES AQUEDUCT WATER PIPE 311.84, 100 FEET WEST OF THE
 EW3025'PIPE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT,
 EW3025'AND ABOUT 12 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 16,
 EW3025'T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3051 ***********************************************************************
 EW3051  DESIGNATION -  311.9 C DWR
 EW3051  PID         -  EW3051
 EW3051  STATE/COUNTY-  CA/LOS ANGELES
 EW3051  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3051
 EW3051                         *CURRENT SURVEY CONTROL
 EW3051  ___________________________________________________________________
 EW3051* NAD 83(1986)-  34 47 33.     (N)    118 36 59.     (W)     SCALED    
 EW3051* NAVD 88     -       903.17   (+/-2cm)    2963.2    (feet)  VERTCON   
 EW3051  ___________________________________________________________________
 EW3051  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW3051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3051
 EW3051.The horizontal coordinates were scaled from a topographic map and have
 EW3051.an estimated accuracy of +/- 6 seconds.
 EW3051
 EW3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3051.The vertical order pertains to the NGVD 29 superseded value.
 EW3051
 EW3051.The geoid height was determined by GEOID03.
 EW3051
 EW3051;                    North         East    Units  Estimated Accuracy
 EW3051;SPC CA 5     -   643,540.    1,943,590.      MT  (+/- 180 meters Scaled)
 EW3051
 EW3051                          SUPERSEDED SURVEY CONTROL
 EW3051
 EW3051  NGVD 29 (??/??/92)  902.287  (m)         2960.25   (f) ADJ UNCH    2 0
 EW3051
 EW3051.Superseded values are not recommended for survey control.
 EW3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3051.See file dsdata.txt to determine how the superseded data were derived.
 EW3051
 EW3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU521512(NAD 83)
 EW3051_MARKER: DD = SURVEY DISK
 EW3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3051_STAMPING: 311.9 C 1968 BM
 EW3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3051+STABILITY: SURFACE MOTION
 EW3051
 EW3051  HISTORY     - Date     Condition        Report By
 EW3051  HISTORY     - 1968     MONUMENTED       CADWR
 EW3051  HISTORY     - 1971     GOOD             NGS
 EW3051
 EW3051                          STATION DESCRIPTION
 EW3051
 EW3051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3051'6.6 MI SE FROM PORTER TUNNEL.
 EW3051'6.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3051'SOUTH PORTAL OF THE PORTER TUNNEL, ABOUT MIDWAY BETWEEN TWO
 EW3051'RIGHT-OF-WAY FENCE GATES, BETWEEN THE NORTHWEST-SOUTHEAST
 EW3051'CONCRETE ABUTMENT OF A SIPHON, 31 FEET NORTHEAST OF THE CENTER
 EW3051'LINE OF THE NORTHEAST LEVEE ROAD, 174 FEET EAST OF BENCH MARK
 EW3051'309.9 A (DWR), 86 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET
 EW3051'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 EW3051'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 EW3051'THE GROUND.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0323 ***********************************************************************
 GS0323  DESIGNATION -  3117
 GS0323  PID         -  GS0323
 GS0323  STATE/COUNTY-  CA/INYO
 GS0323  USGS QUAD   -  CHLORIDE CITY (1988)
 GS0323
 GS0323                         *CURRENT SURVEY CONTROL
 GS0323  ___________________________________________________________________
 GS0323* NAD 83(1986)-  36 44 47.     (N)    116 56 59.     (W)     SCALED    
 GS0323* NAVD 88     -       953.611  (meters)    3128.64   (feet)  ADJUSTED  
 GS0323  ___________________________________________________________________
 GS0323  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 GS0323  DYNAMIC HT  -         952.659 (meters)    3125.52  (feet)  COMP
 GS0323  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 GS0323
 GS0323  VERT ORDER  -  FIRST     CLASS II
 GS0323
 GS0323.The horizontal coordinates were scaled from a topographic map and have
 GS0323.an estimated accuracy of +/- 6 seconds.
 GS0323
 GS0323.The orthometric height was determined by differential leveling
 GS0323.and adjusted in June 1991.
 GS0323
 GS0323.The geoid height was determined by GEOID03.
 GS0323
 GS0323.The dynamic height is computed by dividing the NAVD 88
 GS0323.geopotential number by the normal gravity value computed on the
 GS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0323.degrees latitude (g = 980.6199 gals.).
 GS0323
 GS0323.The modeled gravity was interpolated from observed gravity values.
 GS0323
 GS0323;                    North         East    Units  Estimated Accuracy
 GS0323;SPC CA 4     -   658,750.    2,183,080.      MT  (+/- 180 meters Scaled)
 GS0323
 GS0323                          SUPERSEDED SURVEY CONTROL
 GS0323
 GS0323  NGVD 29 (05/01/91)  952.731  (m)         3125.75   (f) ADJUSTED    1 2
 GS0323
 GS0323.Superseded values are not recommended for survey control.
 GS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0323.See file dsdata.txt to determine how the superseded data were derived.
 GS0323
 GS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA044667(NAD 83)
 GS0323_MARKER: DD = SURVEY DISK
 GS0323_SETTING: 66 = SET IN ROCK OUTCROP
 GS0323_SP_SET: ROCK LEDGE
 GS0323_STAMPING: 3117 B 81 1907
 GS0323_MARK LOGO: USGS  
 GS0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GS0323+STABILITY: POSITION/ELEVATION WELL
 GS0323
 GS0323  HISTORY     - Date     Condition        Report By
 GS0323  HISTORY     - 1907     MONUMENTED       USGS
 GS0323  HISTORY     - 1935     GOOD             NGS
 GS0323  HISTORY     - 1983     GOOD             NGS
 GS0323
 GS0323                          STATION DESCRIPTION
 GS0323
 GS0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GS0323'12.8 MI SW FROM BULLFROG.
 GS0323'IN INYO COUNTY, CALIFORNIA, 12.8 MILES SOUTHWEST ALONG THE
 GS0323'DEATH VALLEY ROAD FROM BULLFROG, NYE COUNTY, NEVADA, 16.6 MILES
 GS0323'NORTHEAST OF STOVEPIPE-WELLS HOTEL, INYO COUNTY, CALIFORNIA,
 GS0323'ON THE SOUTHWEST SIDE OF A WASH, ABOUT 145 FEET SOUTH OF THE
 GS0323'CENTERLINE OF THE ROAD, AT A POINT OF ROCKS, AND IN THE TOP
 GS0323'OF A LIGHT-COLORED LEDGE.  A UNITED STATES GEOLOGICAL SURVEY
 GS0323'STANDARD DISK, STAMPED 3117 B 81 1907.
 GS0323
 GS0323                          STATION RECOVERY (1983)
 GS0323
 GS0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0323'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.05 KM
 GS0323'(16.9 MI) SOUTHWEST ALONG STATE HIGHWAY 374 FROM ITS JUNCTION WITH US
 GS0323'HIGHWAY 95 IN BEATTY, IN TOP OF AND 0.9 METER (3 FT) SOUTHWEST OF THE
 GS0323'NORTHEAST END OF A 4 BY 10 FOOT PORTION OF GRANITE OUTCROP, AT THE
 GS0323'NORTHEAST BASE OF A MASSIVE OUTCROP.
 GS0323'THE MARK IS 3.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3022 ***********************************************************************
 EW3022  DESIGNATION -  312.1 A DWR
 EW3022  PID         -  EW3022
 EW3022  STATE/COUNTY-  CA/LOS ANGELES
 EW3022  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3022
 EW3022                         *CURRENT SURVEY CONTROL
 EW3022  ___________________________________________________________________
 EW3022* NAD 83(1986)-  34 47 09.     (N)    118 34 55.     (W)     SCALED    
 EW3022* NAVD 88     -       906.00   (+/-2cm)    2972.4    (feet)  VERTCON   
 EW3022  ___________________________________________________________________
 EW3022  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3022
 EW3022.The horizontal coordinates were scaled from a topographic map and have
 EW3022.an estimated accuracy of +/- 6 seconds.
 EW3022
 EW3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3022.The vertical order pertains to the NGVD 29 superseded value.
 EW3022
 EW3022.The geoid height was determined by GEOID03.
 EW3022
 EW3022;                    North         East    Units  Estimated Accuracy
 EW3022;SPC CA 5     -   642,790.    1,946,740.      MT  (+/- 180 meters Scaled)
 EW3022
 EW3022                          SUPERSEDED SURVEY CONTROL
 EW3022
 EW3022  NGVD 29 (??/??/92)  905.116  (m)         2969.53   (f) ADJ UNCH    2 0
 EW3022
 EW3022.Superseded values are not recommended for survey control.
 EW3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3022.See file dsdata.txt to determine how the superseded data were derived.
 EW3022
 EW3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU552504(NAD 83)
 EW3022_MARKER: DD = SURVEY DISK
 EW3022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3022_SP_SET: BRIDGE WALL WAY
 EW3022_STAMPING: 312.1 A 1971
 EW3022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3022
 EW3022  HISTORY     - Date     Condition        Report By
 EW3022  HISTORY     - 1971     MONUMENTED       CADWR
 EW3022  HISTORY     - 1971     GOOD             NGS
 EW3022
 EW3022                          STATION DESCRIPTION
 EW3022
 EW3022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3022'8.8 MI SE FROM PORTER TUNNEL.
 EW3022'8.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3022'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF ELISE
 EW3022'STREET BRIDGE 312.12, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE
 EW3022'NORTHEAST END OF THE NORTHWEST CONCRETE WALKWAY OF THE BRIDGE,
 EW3022'16 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 0.6 FOOT
 EW3022'NORTHWEST OF THE SOUTHEAST EDGE OF THE WALKWAY, AND ABOUT 1 FOOT
 EW3022'HIGHER THAN THE STREET.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3024 ***********************************************************************
 EW3024  DESIGNATION -  312.1 B DWR
 EW3024  PID         -  EW3024
 EW3024  STATE/COUNTY-  CA/LOS ANGELES
 EW3024  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3024
 EW3024                         *CURRENT SURVEY CONTROL
 EW3024  ___________________________________________________________________
 EW3024* NAD 83(1986)-  34 47 10.     (N)    118 34 56.     (W)     SCALED    
 EW3024* NAVD 88     -       902.89   (+/-2cm)    2962.2    (feet)  VERTCON   
 EW3024  ___________________________________________________________________
 EW3024  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3024
 EW3024.The horizontal coordinates were scaled from a topographic map and have
 EW3024.an estimated accuracy of +/- 6 seconds.
 EW3024
 EW3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3024.The vertical order pertains to the NGVD 29 superseded value.
 EW3024
 EW3024.The geoid height was determined by GEOID03.
 EW3024
 EW3024;                    North         East    Units  Estimated Accuracy
 EW3024;SPC CA 5     -   642,820.    1,946,720.      MT  (+/- 180 meters Scaled)
 EW3024
 EW3024                          SUPERSEDED SURVEY CONTROL
 EW3024
 EW3024  NGVD 29 (??/??/92)  902.005  (m)         2959.33   (f) ADJ UNCH    2 0
 EW3024
 EW3024.Superseded values are not recommended for survey control.
 EW3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3024.See file dsdata.txt to determine how the superseded data were derived.
 EW3024
 EW3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU552504(NAD 83)
 EW3024_MARKER: DD = SURVEY DISK
 EW3024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3024_SP_SET: AQUEDUCT
 EW3024_STAMPING: MILE 312.1 B
 EW3024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3024
 EW3024  HISTORY     - Date     Condition        Report By
 EW3024  HISTORY     - UNK      MONUMENTED       CADWR
 EW3024  HISTORY     - 1971     GOOD             NGS
 EW3024
 EW3024                          STATION DESCRIPTION
 EW3024
 EW3024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3024'8.8 MI SE FROM PORTER TUNNEL.
 EW3024'8.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3024'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3024'LINING OF THE AQUEDUCT, 93.0 FEET NORTHWEST OF ELISE STREET
 EW3024'BRIDGE 312.12 OVER THE AQUEDUCT, AND ABOUT 5 FEET LOWER THAN
 EW3024'THE NORTHEAST LEVEE ROAD.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3038 ***********************************************************************
 EW3038  DESIGNATION -  312.4 C DWR
 EW3038  PID         -  EW3038
 EW3038  STATE/COUNTY-  CA/LOS ANGELES
 EW3038  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3038
 EW3038                         *CURRENT SURVEY CONTROL
 EW3038  ___________________________________________________________________
 EW3038* NAD 83(1986)-  34 47 20.     (N)    118 36 34.     (W)     SCALED    
 EW3038* NAVD 88     -       902.93   (+/-2cm)    2962.4    (feet)  VERTCON   
 EW3038  ___________________________________________________________________
 EW3038  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW3038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3038
 EW3038.The horizontal coordinates were scaled from a topographic map and have
 EW3038.an estimated accuracy of +/- 6 seconds.
 EW3038
 EW3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3038.The vertical order pertains to the NGVD 29 superseded value.
 EW3038
 EW3038.The geoid height was determined by GEOID03.
 EW3038
 EW3038;                    North         East    Units  Estimated Accuracy
 EW3038;SPC CA 5     -   643,140.    1,944,230.      MT  (+/- 180 meters Scaled)
 EW3038
 EW3038                          SUPERSEDED SURVEY CONTROL
 EW3038
 EW3038  NGVD 29 (??/??/92)  902.045  (m)         2959.46   (f) ADJ UNCH    2 0
 EW3038
 EW3038.Superseded values are not recommended for survey control.
 EW3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3038.See file dsdata.txt to determine how the superseded data were derived.
 EW3038
 EW3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU527508(NAD 83)
 EW3038_MARKER: DD = SURVEY DISK
 EW3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3038_STAMPING: 312.4 C BM 1968
 EW3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3038+STABILITY: SURFACE MOTION
 EW3038
 EW3038  HISTORY     - Date     Condition        Report By
 EW3038  HISTORY     - 1968     MONUMENTED       CADWR
 EW3038  HISTORY     - 1971     GOOD             NGS
 EW3038
 EW3038                          STATION DESCRIPTION
 EW3038
 EW3038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3038'7.2 MI SE FROM PORTER TUNNEL.
 EW3038'7.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3038'SOUTH PORTAL OF THE PORTER TUNNEL, 152 FEET NORTHEAST OF THE
 EW3038'CENTER LINE OF THE NORTHEAST LEVEE ROAD, 268 FEET NORTH-NORTHWEST
 EW3038'OF THE NORTHWEST END OF THE NORTH CONCRETE WING WALL OF CONCRETE
 EW3038'OVERCHUTE 310.52, 20 FENCE POST NORTHWEST OF AN ANGLE IN THE
 EW3038'FENCE LINE, 1.0 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW3038'FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 EW3038'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW3038'0.2 FOOT ABOVE THE GROUND.  SECTION 7, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3019 ***********************************************************************
 EW3019  DESIGNATION -  312.5 A DWR
 EW3019  PID         -  EW3019
 EW3019  STATE/COUNTY-  CA/LOS ANGELES
 EW3019  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3019
 EW3019                         *CURRENT SURVEY CONTROL
 EW3019  ___________________________________________________________________
 EW3019* NAD 83(1986)-  34 46 55.     (N)    118 34 37.     (W)     SCALED    
 EW3019* NAVD 88     -       906.47   (+/-2cm)    2974.0    (feet)  VERTCON   
 EW3019  ___________________________________________________________________
 EW3019  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3019
 EW3019.The horizontal coordinates were scaled from a topographic map and have
 EW3019.an estimated accuracy of +/- 6 seconds.
 EW3019
 EW3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3019.The vertical order pertains to the NGVD 29 superseded value.
 EW3019
 EW3019.The geoid height was determined by GEOID03.
 EW3019
 EW3019;                    North         East    Units  Estimated Accuracy
 EW3019;SPC CA 5     -   642,350.    1,947,200.      MT  (+/- 180 meters Scaled)
 EW3019
 EW3019                          SUPERSEDED SURVEY CONTROL
 EW3019
 EW3019  NGVD 29 (??/??/92)  905.578  (m)         2971.05   (f) ADJ UNCH    2 0
 EW3019
 EW3019.Superseded values are not recommended for survey control.
 EW3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3019.See file dsdata.txt to determine how the superseded data were derived.
 EW3019
 EW3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU557499(NAD 83)
 EW3019_MARKER: DD = SURVEY DISK
 EW3019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3019_SP_SET: OVERCHUTE
 EW3019_STAMPING: 312.5 A 1971
 EW3019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3019
 EW3019  HISTORY     - Date     Condition        Report By
 EW3019  HISTORY     - 1971     MONUMENTED       CADWR
 EW3019  HISTORY     - 1971     GOOD             NGS
 EW3019
 EW3019                          STATION DESCRIPTION
 EW3019
 EW3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3019'9.2 MI SE FROM PORTER TUNNEL.
 EW3019'9.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3019'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 10.1 FEET
 EW3019'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE WALL
 EW3019'OF CONCRETE OVERCHUTE 312.51, 9.1 FEET SOUTHWEST OF THE SOUTHWEST
 EW3019'END OF A GUARDRAIL, AND ABOUT 3 1/2 FEET LOWER THAN THE NORTHEAST
 EW3019'LEVEE ROAD.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3020 ***********************************************************************
 EW3020  DESIGNATION -  312.5 B DWR
 EW3020  PID         -  EW3020
 EW3020  STATE/COUNTY-  CA/LOS ANGELES
 EW3020  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3020
 EW3020                         *CURRENT SURVEY CONTROL
 EW3020  ___________________________________________________________________
 EW3020* NAD 83(1986)-  34 46 54.     (N)    118 34 37.     (W)     SCALED    
 EW3020* NAVD 88     -       902.83   (+/-2cm)    2962.0    (feet)  VERTCON   
 EW3020  ___________________________________________________________________
 EW3020  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3020
 EW3020.The horizontal coordinates were scaled from a topographic map and have
 EW3020.an estimated accuracy of +/- 6 seconds.
 EW3020
 EW3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3020.The vertical order pertains to the NGVD 29 superseded value.
 EW3020
 EW3020.The geoid height was determined by GEOID03.
 EW3020
 EW3020;                    North         East    Units  Estimated Accuracy
 EW3020;SPC CA 5     -   642,320.    1,947,200.      MT  (+/- 180 meters Scaled)
 EW3020
 EW3020                          SUPERSEDED SURVEY CONTROL
 EW3020
 EW3020  NGVD 29 (??/??/92)  901.945  (m)         2959.13   (f) ADJ UNCH    2 0
 EW3020
 EW3020.Superseded values are not recommended for survey control.
 EW3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3020.See file dsdata.txt to determine how the superseded data were derived.
 EW3020
 EW3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU557499(NAD 83)
 EW3020_MARKER: DD = SURVEY DISK
 EW3020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3020_SP_SET: AQUEDUCT
 EW3020_STAMPING: MILE 312.5 B
 EW3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3020
 EW3020  HISTORY     - Date     Condition        Report By
 EW3020  HISTORY     - UNK      MONUMENTED       CADWR
 EW3020  HISTORY     - 1971     GOOD             NGS
 EW3020
 EW3020                          STATION DESCRIPTION
 EW3020
 EW3020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3020'9.2 MI SE FROM PORTER TUNNEL.
 EW3020'9.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3020'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3020'CONCRETE LINING OF THE AQUEDUCT, 108.0 FEET NORTHWEST OF THE
 EW3020'NORTHWEST WALL OF CONCRETE OVERCHUTE 312.51, 3 FEET NORTHWEST
 EW3020'OF THE CENTER OF A LADDER, AND ABOUT 12 FEET LOWER THAN THE
 EW3020'NORTHEAST LEVEE ROAD.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3574 ***********************************************************************
 HT3574  DESIGNATION -  312.55=65
 HT3574  PID         -  HT3574
 HT3574  STATE/COUNTY-  CA/SANTA CRUZ
 HT3574  USGS QUAD   -  FELTON (1991)
 HT3574
 HT3574                         *CURRENT SURVEY CONTROL
 HT3574  ___________________________________________________________________
 HT3574* NAD 83(1986)-  37 03 36.     (N)    122 03 30.     (W)     SCALED    
 HT3574* NAVD 88     -        96.225  (meters)     315.70   (feet)  ADJUSTED  
 HT3574  ___________________________________________________________________
 HT3574  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HT3574  DYNAMIC HT  -          96.155 (meters)     315.47  (feet)  COMP
 HT3574  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 HT3574
 HT3574  VERT ORDER  -  FIRST     CLASS II
 HT3574
 HT3574.The horizontal coordinates were scaled from a topographic map and have
 HT3574.an estimated accuracy of +/- 6 seconds.
 HT3574
 HT3574.The orthometric height was determined by differential leveling
 HT3574.and adjusted in February 1993.
 HT3574
 HT3574.The geoid height was determined by GEOID03.
 HT3574
 HT3574.The dynamic height is computed by dividing the NAVD 88
 HT3574.geopotential number by the normal gravity value computed on the
 HT3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3574.degrees latitude (g = 980.6199 gals.).
 HT3574
 HT3574.The modeled gravity was interpolated from observed gravity values.
 HT3574
 HT3574;                    North         East    Units  Estimated Accuracy
 HT3574;SPC CA 3     -   563,300.    1,861,410.      MT  (+/- 180 meters Scaled)
 HT3574
 HT3574                          SUPERSEDED SURVEY CONTROL
 HT3574
 HT3574  NGVD 29 (10/21/93)   95.390  (m)          312.96   (f) ADJUSTED    1 2
 HT3574
 HT3574.Superseded values are not recommended for survey control.
 HT3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3574.See file dsdata.txt to determine how the superseded data were derived.
 HT3574
 HT3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG837019(NAD 83)
 HT3574_MARKER: DD = SURVEY DISK
 HT3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3574_SP_SET: CONCRETE POST
 HT3574_STAMPING: B.M 312.55 Z1
 HT3574_MARK LOGO: CA-087
 HT3574_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3574+STABILITY: SURFACE MOTION
 HT3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3574+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3574
 HT3574  HISTORY     - Date     Condition        Report By
 HT3574  HISTORY     - UNK      MONUMENTED       CA-087
 HT3574  HISTORY     - 19900425 GOOD             NGS
 HT3574
 HT3574                          STATION DESCRIPTION
 HT3574
 HT3574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3574'1.3 KM (0.8 MI) NORTHERLY ALONG ZAYANTE ROAD FROM ITS INTERSECTION
 HT3574'WITH GRAHAM HILL ROAD IN MOUNT HERMON, 0.1 M (0.3 FT) SOUTH OF THE
 HT3574'END OF THE WEST RAIL OF A BRIDGE SPANNING ZAYANTE CREEK, 5.1 M
 HT3574'(16.7 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 0.2 M (0.7 FT)
 HT3574'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3035 ***********************************************************************
 EW3035  DESIGNATION -  312.9 C DWR
 EW3035  PID         -  EW3035
 EW3035  STATE/COUNTY-  CA/LOS ANGELES
 EW3035  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3035
 EW3035                         *CURRENT SURVEY CONTROL
 EW3035  ___________________________________________________________________
 EW3035* NAD 83(1986)-  34 47 19.     (N)    118 36 07.     (W)     SCALED    
 EW3035* NAVD 88     -       904.92   (+/-2cm)    2968.9    (feet)  VERTCON   
 EW3035  ___________________________________________________________________
 EW3035  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW3035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3035
 EW3035.The horizontal coordinates were scaled from a topographic map and have
 EW3035.an estimated accuracy of +/- 6 seconds.
 EW3035
 EW3035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3035.The vertical order pertains to the NGVD 29 superseded value.
 EW3035
 EW3035.The geoid height was determined by GEOID03.
 EW3035
 EW3035;                    North         East    Units  Estimated Accuracy
 EW3035;SPC CA 5     -   643,100.    1,944,910.      MT  (+/- 180 meters Scaled)
 EW3035
 EW3035                          SUPERSEDED SURVEY CONTROL
 EW3035
 EW3035  NGVD 29 (??/??/92)  904.032  (m)         2965.98   (f) ADJ UNCH    2 0
 EW3035
 EW3035.Superseded values are not recommended for survey control.
 EW3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3035.See file dsdata.txt to determine how the superseded data were derived.
 EW3035
 EW3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU534507(NAD 83)
 EW3035_MARKER: DD = SURVEY DISK
 EW3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3035_STAMPING: 312.9 C BM 1968
 EW3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3035+STABILITY: SURFACE MOTION
 EW3035
 EW3035  HISTORY     - Date     Condition        Report By
 EW3035  HISTORY     - 1968     MONUMENTED       CADWR
 EW3035  HISTORY     - 1971     GOOD             NGS
 EW3035
 EW3035                          STATION DESCRIPTION
 EW3035
 EW3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3035'7.6 MI SE FROM PORTER TUNNEL.
 EW3035'7.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3035'SOUTH PORTAL OF THE PORTER TUNNEL, 0.04 MILE WEST OF MILEAGE
 EW3035'311.00, 200 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE
 EW3035'ROAD, 1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 16 FEET
 EW3035'WEST OF A STEEL BRACE POST IN THE FENCE, 2.1 FEET EAST OF A
 EW3035'WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE ROAD, AND SET IN
 EW3035'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW3035'SECTION 8, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0391 ***********************************************************************
 DX0391  DESIGNATION -  3123 T
 DX0391  PID         -  DX0391
 DX0391  STATE/COUNTY-  CA/SAN DIEGO
 DX0391  USGS QUAD   -  WARNERS RANCH (1976)
 DX0391
 DX0391                         *CURRENT SURVEY CONTROL
 DX0391  ___________________________________________________________________
 DX0391* NAD 83(1986)-  33 08 55.     (N)    116 40 31.     (W)     SCALED    
 DX0391* NAVD 88     -       953.03   (+/-2cm)    3126.7    (feet)  VERTCON   
 DX0391  ___________________________________________________________________
 DX0391  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DX0391  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0391
 DX0391.The horizontal coordinates were scaled from a topographic map and have
 DX0391.an estimated accuracy of +/- 6 seconds.
 DX0391
 DX0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0391.The vertical order pertains to the NGVD 29 superseded value.
 DX0391
 DX0391.The geoid height was determined by GEOID03.
 DX0391
 DX0391;                    North         East    Units  Estimated Accuracy
 DX0391;SPC CA 6     -   608,980.    1,960,330.      MT  (+/- 180 meters Scaled)
 DX0391
 DX0391                          SUPERSEDED SURVEY CONTROL
 DX0391
 DX0391  NGVD 29 (??/??/??)  952.272  (m)         3124.25   (f) ADJUSTED    1 2
 DX0391
 DX0391.Superseded values are not recommended for survey control.
 DX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0391.See file dsdata.txt to determine how the superseded data were derived.
 DX0391
 DX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS302678(NAD 83)
 DX0391_MARKER: P = PIPE CAP
 DX0391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0391_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0391_STAMPING: 3123 T
 DX0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0391
 DX0391  HISTORY     - Date     Condition        Report By
 DX0391  HISTORY     - UNK      MONUMENTED       USGS
 DX0391  HISTORY     - 1927     GOOD             NGS
 DX0391  HISTORY     - 1970     GOOD             CA-073
 DX0391
 DX0391                          STATION DESCRIPTION
 DX0391
 DX0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 DX0391'2.8 MI N FROM SANTA YSABEL.
 DX0391'2.8 MILES NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 DX0391'STATE HIGHWAY 78 AT SANTA YSABEL, SAN DIEGO COUNTY, 0.9 MILE
 DX0391'NORTH OF THE JUNCTION OF A ROAD LEADING NORTHWEST, 0.5 MILE
 DX0391'SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST TO VOLCAN
 DX0391'INDIAN SCHOOL, IN VOLCAN CANYON, ON THE WEST SIDE OF AN OLD
 DX0391'ROAD, 410 FEET NORTH OF CULVERT 349+41, AND 35 PACES EAST OF THE
 DX0391'EAST RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 DX0391'STANDARD CAP, STAMPED 3123 T AND RIVETED ON THE TOP OF A
 DX0391'3-1/2-INCH IRON PIPE.
 DX0391
 DX0391                          STATION RECOVERY (1970)
 DX0391
 DX0391'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3017 ***********************************************************************
 EW3017  DESIGNATION -  313.1 B DWR
 EW3017  PID         -  EW3017
 EW3017  STATE/COUNTY-  CA/LOS ANGELES
 EW3017  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3017
 EW3017                         *CURRENT SURVEY CONTROL
 EW3017  ___________________________________________________________________
 EW3017* NAD 83(1986)-  34 46 40.     (N)    118 34 02.     (W)     SCALED    
 EW3017* NAVD 88     -       902.79   (+/-2cm)    2961.9    (feet)  VERTCON   
 EW3017  ___________________________________________________________________
 EW3017  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW3017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3017
 EW3017.The horizontal coordinates were scaled from a topographic map and have
 EW3017.an estimated accuracy of +/- 6 seconds.
 EW3017
 EW3017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3017.The vertical order pertains to the NGVD 29 superseded value.
 EW3017
 EW3017.The geoid height was determined by GEOID03.
 EW3017
 EW3017;                    North         East    Units  Estimated Accuracy
 EW3017;SPC CA 5     -   641,880.    1,948,080.      MT  (+/- 180 meters Scaled)
 EW3017
 EW3017                          SUPERSEDED SURVEY CONTROL
 EW3017
 EW3017  NGVD 29 (??/??/92)  901.898  (m)         2958.98   (f) ADJ UNCH    2 0
 EW3017
 EW3017.Superseded values are not recommended for survey control.
 EW3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3017.See file dsdata.txt to determine how the superseded data were derived.
 EW3017
 EW3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU565495(NAD 83)
 EW3017_MARKER: DD = SURVEY DISK
 EW3017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3017_SP_SET: AQUEDUCT
 EW3017_STAMPING: MILE 313.1 B
 EW3017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3017
 EW3017  HISTORY     - Date     Condition        Report By
 EW3017  HISTORY     - UNK      MONUMENTED       CADWR
 EW3017  HISTORY     - 1971     GOOD             NGS
 EW3017
 EW3017                          STATION DESCRIPTION
 EW3017
 EW3017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3017'9.9 MI SE FROM PORTER TUNNEL.
 EW3017'9.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3017'SOUTH PORTAL OF THE PORTER TUNNEL, ACROSS THE NORTHEAST LEVEE
 EW3017'FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3017'LINING OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW3017'LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1798 ***********************************************************************
 EW1798  DESIGNATION -  313.236 C OF LA
 EW1798  PID         -  EW1798
 EW1798  STATE/COUNTY-  CA/LOS ANGELES
 EW1798  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1798
 EW1798                         *CURRENT SURVEY CONTROL
 EW1798  ___________________________________________________________________
 EW1798* NAD 83(1986)-  34 03 07.     (N)    118 28 28.     (W)     SCALED    
 EW1798* NAVD 88     -        96.28   (+/-2cm)     315.9    (feet)  VERTCON   
 EW1798  ___________________________________________________________________
 EW1798  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW1798  VERT ORDER  -  THIRD (See Below)
 EW1798
 EW1798.The horizontal coordinates were scaled from a topographic map and have
 EW1798.an estimated accuracy of +/- 6 seconds.
 EW1798
 EW1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1798.The vertical order pertains to the NGVD 29 superseded value.
 EW1798
 EW1798.The geoid height was determined by GEOID03.
 EW1798
 EW1798;                    North         East    Units  Estimated Accuracy
 EW1798;SPC CA 5     -   561,330.    1,956,200.      MT  (+/- 180 meters Scaled)
 EW1798
 EW1798                          SUPERSEDED SURVEY CONTROL
 EW1798
 EW1798  NGVD 29 (??/??/??)   95.51   (m)          313.4    (f) RESET       3  
 EW1798
 EW1798.Superseded values are not recommended for survey control.
 EW1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1798.See file dsdata.txt to determine how the superseded data were derived.
 EW1798
 EW1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639688(NAD 83)
 EW1798_MARKER: S = SPIKE
 EW1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1798_SP_SET: CURB
 EW1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1798
 EW1798  HISTORY     - Date     Condition        Report By
 EW1798  HISTORY     - UNK      MONUMENTED       CA1980
 EW1798  HISTORY     - 1945     GOOD             NGS
 EW1798
 EW1798                          STATION DESCRIPTION
 EW1798
 EW1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1798'AT LOS ANGELES.
 EW1798'AT LOS ANGELES NEAR THE INTERSECTION OF SAN VINCENTE BOULEVARD
 EW1798'AND BUNDY DRIVE.  LOCATED IN THE SOUTH EAST CORNER OF A CATCH
 EW1798'BASIN, 3.6 FEET EAST OF EAST CURB OF BUNDY DRIVE, AND 50.0 FEET
 EW1798'NORTH OF THE NORTH CURBLINE OF SAN VICENTE BOULEVARD.  A CUT
 EW1798'SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3033 ***********************************************************************
 EW3033  DESIGNATION -  313.3 C DWR
 EW3033  PID         -  EW3033
 EW3033  STATE/COUNTY-  CA/LOS ANGELES
 EW3033  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3033
 EW3033                         *CURRENT SURVEY CONTROL
 EW3033  ___________________________________________________________________
 EW3033* NAD 83(1986)-  34 47 20.     (N)    118 35 39.     (W)     SCALED    
 EW3033* NAVD 88     -       905.28   (+/-2cm)    2970.1    (feet)  VERTCON   
 EW3033  ___________________________________________________________________
 EW3033  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW3033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3033
 EW3033.The horizontal coordinates were scaled from a topographic map and have
 EW3033.an estimated accuracy of +/- 6 seconds.
 EW3033
 EW3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3033.The vertical order pertains to the NGVD 29 superseded value.
 EW3033
 EW3033.The geoid height was determined by GEOID03.
 EW3033
 EW3033;                    North         East    Units  Estimated Accuracy
 EW3033;SPC CA 5     -   643,130.    1,945,630.      MT  (+/- 180 meters Scaled)
 EW3033
 EW3033                          SUPERSEDED SURVEY CONTROL
 EW3033
 EW3033  NGVD 29 (??/??/92)  904.399  (m)         2967.18   (f) ADJ UNCH    2 0
 EW3033
 EW3033.Superseded values are not recommended for survey control.
 EW3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3033.See file dsdata.txt to determine how the superseded data were derived.
 EW3033
 EW3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU541507(NAD 83)
 EW3033_MARKER: DD = SURVEY DISK
 EW3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3033_STAMPING: 313.3 C BM 1968
 EW3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3033+STABILITY: SURFACE MOTION
 EW3033
 EW3033  HISTORY     - Date     Condition        Report By
 EW3033  HISTORY     - 1968     MONUMENTED       CADWR
 EW3033  HISTORY     - 1971     GOOD             NGS
 EW3033
 EW3033                          STATION DESCRIPTION
 EW3033
 EW3033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3033'8.1 MI SE FROM PORTER TUNNEL.
 EW3033'8.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3033'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY NORTH AND ACROSS
 EW3033'THE AQUEDUCT FROM A 6-INCH DRAIN PIPE ON THE SOUTH LINING, ALONG
 EW3033'THE NORTH RIGHT-OF-WAY FENCE, 198 FEET NORTH OF THE CENTER LINE
 EW3033'OF THE NORTH LEVEE ROAD, 98 FEET WEST OF A STEEL BRACE POST
 EW3033'IN THE FENCE, 1.0 FOOT NORTH OF THE FENCE, 1.9 FEET EAST OF A
 EW3033'WITNESS POST, ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND SET
 EW3033'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EW3033'GROUND.  SECTION 8, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3016 ***********************************************************************
 EW3016  DESIGNATION -  313.6 A DWR
 EW3016  PID         -  EW3016
 EW3016  STATE/COUNTY-  CA/LOS ANGELES
 EW3016  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3016
 EW3016                         *CURRENT SURVEY CONTROL
 EW3016  ___________________________________________________________________
 EW3016* NAD 83(1986)-  34 46 32.     (N)    118 33 41.     (W)     SCALED    
 EW3016* NAVD 88     -       906.32   (+/-2cm)    2973.5    (feet)  VERTCON   
 EW3016  ___________________________________________________________________
 EW3016  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3016  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3016
 EW3016.The horizontal coordinates were scaled from a topographic map and have
 EW3016.an estimated accuracy of +/- 6 seconds.
 EW3016
 EW3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3016.The vertical order pertains to the NGVD 29 superseded value.
 EW3016
 EW3016.The geoid height was determined by GEOID03.
 EW3016
 EW3016;                    North         East    Units  Estimated Accuracy
 EW3016;SPC CA 5     -   641,630.    1,948,620.      MT  (+/- 180 meters Scaled)
 EW3016
 EW3016                          SUPERSEDED SURVEY CONTROL
 EW3016
 EW3016  NGVD 29 (??/??/92)  905.425  (m)         2970.55   (f) ADJ UNCH    1 1
 EW3016
 EW3016.Superseded values are not recommended for survey control.
 EW3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3016.See file dsdata.txt to determine how the superseded data were derived.
 EW3016
 EW3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU571492(NAD 83)
 EW3016_MARKER: DD = SURVEY DISK
 EW3016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3016_SP_SET: BRIDGE GUARDRAIL
 EW3016_STAMPING: 313.6 A 1971
 EW3016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3016
 EW3016  HISTORY     - Date     Condition        Report By
 EW3016  HISTORY     - 1971     MONUMENTED       CADWR
 EW3016  HISTORY     - 1971     GOOD             NGS
 EW3016  HISTORY     - 1974     GOOD             CA-037
 EW3016
 EW3016                          STATION DESCRIPTION
 EW3016
 EW3016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3016'10.2 MI SE FROM PORTER TUNNEL.
 EW3016'10.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3016'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF STATE
 EW3016'HIGHWAY 138 BRIDGE 313.56 OVER THE AQUEDUCT, IN THE TOP OF THE
 EW3016'NORTH CONCRETE BASE OF THE STEEL GUARDRAIL OF THE BRIDGE, 21.0
 EW3016'FEET WEST OF THE EAST END OF THE BASE, 20 1/2 FEET NORTH OF THE
 EW3016'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 EW3016'HIGHWAY.  SECTION 15, T 8 N, R 16 W.
 EW3016
 EW3016                          STATION RECOVERY (1974)
 EW3016
 EW3016'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW3016'STATE HIGHWAY 138 ABOUT 400 FEET E OF 245TH STREET WEST IN THE NE
 EW3016'CORNER OF CALIFORNIA AQUEDUCT-NEENACH BRIDGE NO. 53-2047.  41.0 FEET
 EW3016'SWLY OF POWER POLE NO. 1285989 E.  21.2 FEET WEST OF END OF N CONCRETE
 EW3016'GUARD RAIL.  20.4 FEET N OF CENTERLINE OF HIGHWAY.  MARK IS SET IN TOP
 EW3016'OF CONCRETE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3014 ***********************************************************************
 EW3014  DESIGNATION -  313.6 B DWR
 EW3014  PID         -  EW3014
 EW3014  STATE/COUNTY-  CA/LOS ANGELES
 EW3014  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3014
 EW3014                         *CURRENT SURVEY CONTROL
 EW3014  ___________________________________________________________________
 EW3014* NAD 83(1986)-  34 46 30.     (N)    118 33 41.     (W)     SCALED    
 EW3014* NAVD 88     -       902.71   (+/-2cm)    2961.6    (feet)  VERTCON   
 EW3014  ___________________________________________________________________
 EW3014  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3014
 EW3014.The horizontal coordinates were scaled from a topographic map and have
 EW3014.an estimated accuracy of +/- 6 seconds.
 EW3014
 EW3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3014.The vertical order pertains to the NGVD 29 superseded value.
 EW3014
 EW3014.The geoid height was determined by GEOID03.
 EW3014
 EW3014;                    North         East    Units  Estimated Accuracy
 EW3014;SPC CA 5     -   641,570.    1,948,620.      MT  (+/- 180 meters Scaled)
 EW3014
 EW3014                          SUPERSEDED SURVEY CONTROL
 EW3014
 EW3014  NGVD 29 (??/??/92)  901.817  (m)         2958.71   (f) ADJ UNCH    2 0
 EW3014
 EW3014.Superseded values are not recommended for survey control.
 EW3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3014.See file dsdata.txt to determine how the superseded data were derived.
 EW3014
 EW3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU571492(NAD 83)
 EW3014_MARKER: DD = SURVEY DISK
 EW3014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3014_SP_SET: AQUEDUCT
 EW3014_STAMPING: MILE 313.6 B
 EW3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3014
 EW3014  HISTORY     - Date     Condition        Report By
 EW3014  HISTORY     - UNK      MONUMENTED       CADWR
 EW3014  HISTORY     - 1971     GOOD             NGS
 EW3014
 EW3014                          STATION DESCRIPTION
 EW3014
 EW3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3014'10.2 MI SE FROM PORTER TUNNEL.
 EW3014'10.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3014'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3014'CONCRETE LINING OF THE AQUEDUCT, 105.0 FEET NORTHWEST OF THE
 EW3014'NORTHWEST SIDE OF STATE HIGHWAY 138 BRIDGE 313.56 OVER THE
 EW3014'AQUEDUCT, 2.5 FEET SOUTHEAST OF THE CENTER OF A LADDER.  SECTION
 EW3014'15, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3027 ***********************************************************************
 EW3027  DESIGNATION -  313.6 C DWR
 EW3027  PID         -  EW3027
 EW3027  STATE/COUNTY-  CA/LOS ANGELES
 EW3027  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3027
 EW3027                         *CURRENT SURVEY CONTROL
 EW3027  ___________________________________________________________________
 EW3027* NAD 83(1986)-  34 47 19.     (N)    118 35 16.     (W)     SCALED    
 EW3027* NAVD 88     -       904.29   (+/-2cm)    2966.8    (feet)  VERTCON   
 EW3027  ___________________________________________________________________
 EW3027  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW3027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3027
 EW3027.The horizontal coordinates were scaled from a topographic map and have
 EW3027.an estimated accuracy of +/- 6 seconds.
 EW3027
 EW3027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3027.The vertical order pertains to the NGVD 29 superseded value.
 EW3027
 EW3027.The geoid height was determined by GEOID03.
 EW3027
 EW3027;                    North         East    Units  Estimated Accuracy
 EW3027;SPC CA 5     -   643,100.    1,946,210.      MT  (+/- 180 meters Scaled)
 EW3027
 EW3027                          SUPERSEDED SURVEY CONTROL
 EW3027
 EW3027  NGVD 29 (??/??/92)  903.401  (m)         2963.91   (f) ADJ UNCH    2 0
 EW3027
 EW3027.Superseded values are not recommended for survey control.
 EW3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3027.See file dsdata.txt to determine how the superseded data were derived.
 EW3027
 EW3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU547507(NAD 83)
 EW3027_MARKER: DD = SURVEY DISK
 EW3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3027_STAMPING: 313.6 C BM 1968
 EW3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3027+STABILITY: SURFACE MOTION
 EW3027
 EW3027  HISTORY     - Date     Condition        Report By
 EW3027  HISTORY     - 1968     MONUMENTED       CADWR
 EW3027  HISTORY     - 1971     GOOD             NGS
 EW3027
 EW3027                          STATION DESCRIPTION
 EW3027
 EW3027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3027'8.4 MI SE FROM PORTER TUNNEL.
 EW3027'8.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3027'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE EAST OF THE 260TH
 EW3027'STREET WEST BRIDGE, 210 FEET NORTH OF BENCH MARK 311.7 A (DWR),
 EW3027'1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 8 FEET EAST
 EW3027'OF A STEEL BRACE POST IN THE FENCE, 1.9 FEET EAST OF A WITNESS
 EW3027'POST, ABOUT LEVEL WITH THE NORTH LEVEE ROAD, AND SET IN THE TOP
 EW3027'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 EW3027'16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3010 ***********************************************************************
 EW3010  DESIGNATION -  313.9 B DWR
 EW3010  PID         -  EW3010
 EW3010  STATE/COUNTY-  CA/LOS ANGELES
 EW3010  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3010
 EW3010                         *CURRENT SURVEY CONTROL
 EW3010  ___________________________________________________________________
 EW3010* NAD 83(1986)-  34 46 15.     (N)    118 33 22.     (W)     SCALED    
 EW3010* NAVD 88     -       902.67   (+/-2cm)    2961.5    (feet)  VERTCON   
 EW3010  ___________________________________________________________________
 EW3010  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3010
 EW3010.The horizontal coordinates were scaled from a topographic map and have
 EW3010.an estimated accuracy of +/- 6 seconds.
 EW3010
 EW3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3010.The vertical order pertains to the NGVD 29 superseded value.
 EW3010
 EW3010.The geoid height was determined by GEOID03.
 EW3010
 EW3010;                    North         East    Units  Estimated Accuracy
 EW3010;SPC CA 5     -   641,110.    1,949,100.      MT  (+/- 180 meters Scaled)
 EW3010
 EW3010                          SUPERSEDED SURVEY CONTROL
 EW3010
 EW3010  NGVD 29 (??/??/92)  901.776  (m)         2958.58   (f) ADJ UNCH    2 0
 EW3010
 EW3010.Superseded values are not recommended for survey control.
 EW3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3010.See file dsdata.txt to determine how the superseded data were derived.
 EW3010
 EW3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU576487(NAD 83)
 EW3010_MARKER: DD = SURVEY DISK
 EW3010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3010_SP_SET: AQUEDUCT
 EW3010_STAMPING: MILE 313.9 B
 EW3010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3010
 EW3010  HISTORY     - Date     Condition        Report By
 EW3010  HISTORY     - UNK      MONUMENTED       CADWR
 EW3010  HISTORY     - 1971     GOOD             NGS
 EW3010
 EW3010                          STATION DESCRIPTION
 EW3010
 EW3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3010'10.6 MI SE FROM PORTER TUNNEL.
 EW3010'10.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3010'SOUTH PORTAL OF THE PORTER TUNNEL, ACROSS THE NORTHEAST LEVEE
 EW3010'ROAD FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3010'LINING OF THE AQUEDUCT, AND ABOUT 5 FEET LOWER THAN THE NORTHEAST
 EW3010'LEVEE ROAD.  SECTION 22, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0141 ***********************************************************************
 HT0141  DESIGNATION -  3138 CC CO
 HT0141  PID         -  HT0141
 HT0141  STATE/COUNTY-  CA/CONTRA COSTA
 HT0141  USGS QUAD   -  WALNUT CREEK (1995)
 HT0141
 HT0141                         *CURRENT SURVEY CONTROL
 HT0141  ___________________________________________________________________
 HT0141* NAD 83(1986)-  37 58 50.     (N)    122 03 10.     (W)     SCALED    
 HT0141* NAVD 88     -        10.27   (+/-2cm)      33.7    (feet)  VERTCON   
 HT0141  ___________________________________________________________________
 HT0141  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 HT0141  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0141
 HT0141.The horizontal coordinates were scaled from a topographic map and have
 HT0141.an estimated accuracy of +/- 6 seconds.
 HT0141
 HT0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0141.The vertical order pertains to the NGVD 29 superseded value.
 HT0141
 HT0141.The geoid height was determined by GEOID03.
 HT0141
 HT0141;                    North         East    Units  Estimated Accuracy
 HT0141;SPC CA 3     -   665,450.    1,863,600.      MT  (+/- 180 meters Scaled)
 HT0141
 HT0141                          SUPERSEDED SURVEY CONTROL
 HT0141
 HT0141  NGVD 29 (??/??/92)    9.474  (m)           31.08   (f) ADJ UNCH    1 1
 HT0141
 HT0141.Superseded values are not recommended for survey control.
 HT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0141.See file dsdata.txt to determine how the superseded data were derived.
 HT0141
 HT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH831040(NAD 83)
 HT0141_MARKER: DD = SURVEY DISK
 HT0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0141_SP_SET: SIDEWALK
 HT0141_STAMPING: 3138
 HT0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0141+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 HT0141
 HT0141  HISTORY     - Date     Condition        Report By
 HT0141  HISTORY     - UNK      MONUMENTED       CA-013
 HT0141  HISTORY     - 1969     GOOD             NGS
 HT0141  HISTORY     - 1973     GOOD             NGS
 HT0141  HISTORY     - 20051111 GOOD             GEOCAC
 HT0141
 HT0141                          STATION DESCRIPTION
 HT0141
 HT0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HT0141'0.6 MI W FROM CONCORD.
 HT0141'0.6 MILE WEST ALONG CONCORD AVENUE FROM THE JUNCTION OF
 HT0141'MARKET STREET AT CONCORD, 1.2 MILES SOUTHEAST OF PACHECO, 0.8
 HT0141'MILE EAST OF BENCH MARK C 1197, IN THE TOP OF THE SOUTH CONCRETE
 HT0141'SIDEWALK OF CONCRETE BRIDGE 3971C OVER WALNUT CREEK, 25.7 FEET
 HT0141'EAST OF THE WEST END OF THE SIDEWALK, 20 FEET SOUTH OF THE
 HT0141'CENTER LINE OF THE SOUTH LANES OF THE AVENUE, 0.5 FOOT SOUTH OF
 HT0141'THE NORTH EDGE OF THE SIDEWALK, AND ABOUT 1 FOOT HIGHER THAN
 HT0141'THE AVENUE.
 HT0141
 HT0141                          STATION RECOVERY (1973)
 HT0141
 HT0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HT0141'RECOVERED IN GOOD CONDITION.
 HT0141
 HT0141                          STATION RECOVERY (2005)
 HT0141
 HT0141'RECOVERY NOTE BY GEOCACHING 2005
 HT0141'RECOVERED IN GOOD CONDITION AT APPROXIMATELY N 37  58.833 W 122
 HT0141'03.140 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0182 ***********************************************************************
 DZ0182  DESIGNATION -  314 LA
 DZ0182  PID         -  DZ0182
 DZ0182  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0182  USGS QUAD   -  ORCUTT (1978)
 DZ0182
 DZ0182                         *CURRENT SURVEY CONTROL
 DZ0182  ___________________________________________________________________
 DZ0182* NAD 83(1986)-  34 51 53.     (N)    120 26 55.     (W)     SCALED    
 DZ0182* NAVD 88     -        97.56   (+/-2cm)     320.1    (feet)  VERTCON   
 DZ0182  ___________________________________________________________________
 DZ0182  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DZ0182  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0182
 DZ0182.The horizontal coordinates were scaled from a topographic map and have
 DZ0182.an estimated accuracy of +/- 6 seconds.
 DZ0182
 DZ0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0182.The vertical order pertains to the NGVD 29 superseded value.
 DZ0182
 DZ0182.The geoid height was determined by GEOID03.
 DZ0182
 DZ0182;                    North         East    Units  Estimated Accuracy
 DZ0182;SPC CA 5     -   654,110.    1,776,140.      MT  (+/- 180 meters Scaled)
 DZ0182
 DZ0182                          SUPERSEDED SURVEY CONTROL
 DZ0182
 DZ0182  NGVD 29 (??/??/92)   96.757  (m)          317.44   (f) ADJ UNCH    1 2
 DZ0182
 DZ0182.Superseded values are not recommended for survey control.
 DZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0182.See file dsdata.txt to determine how the superseded data were derived.
 DZ0182
 DZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD332610(NAD 83)
 DZ0182_MARKER: P = PIPE CAP
 DZ0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0182_STAMPING: 314 L A
 DZ0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0182
 DZ0182  HISTORY     - Date     Condition        Report By
 DZ0182  HISTORY     - UNK      MONUMENTED       USGS
 DZ0182  HISTORY     - 1956     GOOD             NGS
 DZ0182  HISTORY     - 1973     POOR             CA-083
 DZ0182
 DZ0182                          STATION DESCRIPTION
 DZ0182
 DZ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0182'AT ORCUTT.
 DZ0182'AT ORCUTT, 0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE,
 DZ0182'AT THE Y JUNCTION OF STATE HIGHWAY 1, 52.9 FEET NORTH OF TELEPHONE
 DZ0182'POLE S-1301-Y WITH TWO GUY WIRES, 39.9 FEET SOUTH OF THE CENTER
 DZ0182'LINE OF THE AVENUE, 36.5 FEET NORTHWEST OF THE CENTER LINE OF
 DZ0182'THE HIGHWAY, 12 FEET SOUTH OF BENCH MARK 1, 8 FEET SOUTH OF A
 DZ0182'6-BY 6-INCH WOODEN POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 DZ0182'AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1.0
 DZ0182'FOOT ABOVE THE GROUND.  NOTE-- PIPE SLANTING.  ROD HELD OVER LETTERS
 DZ0182'OR IN THE WORD SURVEY.  THE POST OFFICE IS NOW A BANK, HWY 1 BY
 DZ0182'PASSES ORCUTT NOW.
 DZ0182
 DZ0182                          STATION RECOVERY (1973)
 DZ0182
 DZ0182'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1973
 DZ0182'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0176 ***********************************************************************
 DY0176  DESIGNATION -  314 R USN
 DY0176  PID         -  DY0176
 DY0176  STATE/COUNTY-  CA/LOS ANGELES
 DY0176  USGS QUAD   -  LONG BEACH (1981)
 DY0176
 DY0176                         *CURRENT SURVEY CONTROL
 DY0176  ___________________________________________________________________
 DY0176* NAD 83(1986)-  33 45 13.     (N)    118 13 33.     (W)     SCALED    
 DY0176* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 DY0176  ___________________________________________________________________
 DY0176  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0176  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0176
 DY0176.The horizontal coordinates were scaled from a topographic map and have
 DY0176.an estimated accuracy of +/- 6 seconds.
 DY0176
 DY0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0176.The vertical order pertains to the NGVD 29 superseded value.
 DY0176
 DY0176.The geoid height was determined by GEOID03.
 DY0176
 DY0176;                    North         East    Units  Estimated Accuracy
 DY0176;SPC CA 5     -   528,160.    1,979,080.      MT  (+/- 180 meters Scaled)
 DY0176
 DY0176                          SUPERSEDED SURVEY CONTROL
 DY0176
 DY0176  NGVD 29 (??/??/92)    2.567  (m)            8.42   (f) ADJ UNCH    1 2
 DY0176
 DY0176.Superseded values are not recommended for survey control.
 DY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0176.See file dsdata.txt to determine how the superseded data were derived.
 DY0176
 DY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864355(NAD 83)
 DY0176_MARKER: Z = SEE DESCRIPTION
 DY0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0176_SP_SET: WALL
 DY0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0176
 DY0176  HISTORY     - Date     Condition        Report By
 DY0176  HISTORY     - UNK      MONUMENTED       DOD
 DY0176  HISTORY     - 1954     GOOD             NGS
 DY0176
 DY0176                          STATION DESCRIPTION
 DY0176
 DY0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0176'AT LONG BEACH.
 DY0176'AT LONG BEACH, ON TERMINAL ISLAND, AT LONG BEACH NAVAL SHIPYARD,
 DY0176'AT THE SOUTH END OF PIER 1, IN THE TOP OF THE CENTER OF THE SOUTH
 DY0176'CONCRETE WALL, 26 1/2 FEET SOUTHEAST OF THE TOP OF THE APPROXIMATE
 DY0176'CENTER OF A STOP FOR THE SOUTH END OF THE RAIL OF A CRANE
 DY0176'TRACK, 3.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEP
 DY0176'TO THE TOP OF THE WALL, 0.8 FOOT NORTH OF THE SOUTH EDGE OF
 DY0176'THE WALL, AND 3 FEET ABOVE THE PIER FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3009 ***********************************************************************
 EW3009  DESIGNATION -  314.0 B DWR
 EW3009  PID         -  EW3009
 EW3009  STATE/COUNTY-  CA/LOS ANGELES
 EW3009  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3009
 EW3009                         *CURRENT SURVEY CONTROL
 EW3009  ___________________________________________________________________
 EW3009* NAD 83(1986)-  34 46 12.     (N)    118 33 21.     (W)     SCALED    
 EW3009* NAVD 88     -       902.64   (+/-2cm)    2961.4    (feet)  VERTCON   
 EW3009  ___________________________________________________________________
 EW3009  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3009
 EW3009.The horizontal coordinates were scaled from a topographic map and have
 EW3009.an estimated accuracy of +/- 6 seconds.
 EW3009
 EW3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3009.The vertical order pertains to the NGVD 29 superseded value.
 EW3009
 EW3009.The geoid height was determined by GEOID03.
 EW3009
 EW3009;                    North         East    Units  Estimated Accuracy
 EW3009;SPC CA 5     -   641,020.    1,949,120.      MT  (+/- 180 meters Scaled)
 EW3009
 EW3009                          SUPERSEDED SURVEY CONTROL
 EW3009
 EW3009  NGVD 29 (??/??/92)  901.744  (m)         2958.47   (f) ADJ UNCH    2 0
 EW3009
 EW3009.Superseded values are not recommended for survey control.
 EW3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3009.See file dsdata.txt to determine how the superseded data were derived.
 EW3009
 EW3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU576486(NAD 83)
 EW3009_MARKER: DD = SURVEY DISK
 EW3009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3009_SP_SET: AQUEDUCT
 EW3009_STAMPING: 314.0 B 1971
 EW3009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3009
 EW3009  HISTORY     - Date     Condition        Report By
 EW3009  HISTORY     - 1971     MONUMENTED       CADWR
 EW3009  HISTORY     - 1971     GOOD             NGS
 EW3009
 EW3009                          STATION DESCRIPTION
 EW3009
 EW3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3009'10.7 MI SE FROM PORTER TUNNEL.
 EW3009'10.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3009'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE THE PAINTED
 EW3009'AQUEDUCT MILEAGE 314.00, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3009'LINING OF THE AQUEDUCT, 27 FEET SOUTHWEST OF THE CENTER LINE OF
 EW3009'THE NORTHEAST LEVEE ROAD, AND ABOUT 4 1/2 FEET LOWER THAN THE
 EW3009'ROAD.  SECTION 22, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3023 ***********************************************************************
 EW3023  DESIGNATION -  314.0 C DWR
 EW3023  PID         -  EW3023
 EW3023  STATE/COUNTY-  CA/LOS ANGELES
 EW3023  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3023
 EW3023                         *CURRENT SURVEY CONTROL
 EW3023  ___________________________________________________________________
 EW3023* NAD 83(1986)-  34 47 09.     (N)    118 34 54.     (W)     SCALED    
 EW3023* NAVD 88     -       902.71   (+/-2cm)    2961.6    (feet)  VERTCON   
 EW3023  ___________________________________________________________________
 EW3023  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3023
 EW3023.The horizontal coordinates were scaled from a topographic map and have
 EW3023.an estimated accuracy of +/- 6 seconds.
 EW3023
 EW3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3023.The vertical order pertains to the NGVD 29 superseded value.
 EW3023
 EW3023.The geoid height was determined by GEOID03.
 EW3023
 EW3023;                    North         East    Units  Estimated Accuracy
 EW3023;SPC CA 5     -   642,790.    1,946,770.      MT  (+/- 180 meters Scaled)
 EW3023
 EW3023                          SUPERSEDED SURVEY CONTROL
 EW3023
 EW3023  NGVD 29 (??/??/92)  901.825  (m)         2958.74   (f) ADJ UNCH    2 0
 EW3023
 EW3023.Superseded values are not recommended for survey control.
 EW3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3023.See file dsdata.txt to determine how the superseded data were derived.
 EW3023
 EW3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU552504(NAD 83)
 EW3023_MARKER: DD = SURVEY DISK
 EW3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3023_STAMPING: 314.0 C B M 1968
 EW3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3023+STABILITY: SURFACE MOTION
 EW3023
 EW3023  HISTORY     - Date     Condition        Report By
 EW3023  HISTORY     - 1968     MONUMENTED       CADWR
 EW3023  HISTORY     - 1971     GOOD             NGS
 EW3023
 EW3023                          STATION DESCRIPTION
 EW3023
 EW3023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3023'8.8 MI SE FROM PORTER TUNNEL.
 EW3023'8.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3023'PORTAL OF THE PORTER TUNNEL, NEAR THE CROSSING OF ELISE STREET
 EW3023'BRIDGE, 161 FEET SOUTHEAST OF THE CENTER LINE OF ELISE STREET,
 EW3023'152 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 EW3023'ROAD, 111 FEET SOUTHEAST OF A FENCE CORNER, 145 FEET EAST-NORTHEAST
 EW3023'OF THE NORTHEAST END OF A STEEL GATE ACROSS THE ROAD, 1.2 FEET
 EW3023'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, ABOUT 4 1/2 FEET
 EW3023'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW3023'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1734 ***********************************************************************
 EW1734  DESIGNATION -  314.132 C OF LA
 EW1734  PID         -  EW1734
 EW1734  STATE/COUNTY-  CA/LOS ANGELES
 EW1734  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1734
 EW1734                         *CURRENT SURVEY CONTROL
 EW1734  ___________________________________________________________________
 EW1734* NAD 83(1986)-  34 04 00.     (N)    118 24 52.     (W)     SCALED    
 EW1734* NAVD 88     -        96.53   (+/-2cm)     316.7    (feet)  VERTCON   
 EW1734  ___________________________________________________________________
 EW1734  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW1734  VERT ORDER  -  THIRD (See Below)
 EW1734
 EW1734.The horizontal coordinates were scaled from a topographic map and have
 EW1734.an estimated accuracy of +/- 6 seconds.
 EW1734
 EW1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1734.The vertical order pertains to the NGVD 29 superseded value.
 EW1734
 EW1734.The geoid height was determined by GEOID03.
 EW1734
 EW1734;                    North         East    Units  Estimated Accuracy
 EW1734;SPC CA 5     -   562,940.    1,961,740.      MT  (+/- 180 meters Scaled)
 EW1734
 EW1734                          SUPERSEDED SURVEY CONTROL
 EW1734
 EW1734  NGVD 29 (??/??/??)   95.76   (m)          314.2    (f) RESET       3  
 EW1734
 EW1734.Superseded values are not recommended for survey control.
 EW1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1734.See file dsdata.txt to determine how the superseded data were derived.
 EW1734
 EW1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694704(NAD 83)
 EW1734_MARKER: S = SPIKE
 EW1734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1734_SP_SET: CURB
 EW1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1734
 EW1734  HISTORY     - Date     Condition        Report By
 EW1734  HISTORY     - UNK      MONUMENTED       CA1980
 EW1734  HISTORY     - 1945     GOOD             NGS
 EW1734
 EW1734                          STATION DESCRIPTION
 EW1734
 EW1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1734'AT BEVERLY HILLS.
 EW1734'AT BEVERLY HILLS NEAR THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1734'WHITTIER DRIVE.  LOCATED IN THE NORTH CURB OF WILSHIRE BOULEVARD
 EW1734'AND ABOUT 750 FEET WEST OF WHITTIER DRIVE, IN THE CENTER OF A SMALL
 EW1734'CURVE OF THE CURB.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3021 ***********************************************************************
 EW3021  DESIGNATION -  314.4 C DWR
 EW3021  PID         -  EW3021
 EW3021  STATE/COUNTY-  CA/LOS ANGELES
 EW3021  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3021
 EW3021                         *CURRENT SURVEY CONTROL
 EW3021  ___________________________________________________________________
 EW3021* NAD 83(1986)-  34 46 56.     (N)    118 34 39.     (W)     SCALED    
 EW3021* NAVD 88     -       903.20   (+/-2cm)    2963.2    (feet)  VERTCON   
 EW3021  ___________________________________________________________________
 EW3021  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW3021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3021
 EW3021.The horizontal coordinates were scaled from a topographic map and have
 EW3021.an estimated accuracy of +/- 6 seconds.
 EW3021
 EW3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3021.The vertical order pertains to the NGVD 29 superseded value.
 EW3021
 EW3021.The geoid height was determined by GEOID03.
 EW3021
 EW3021;                    North         East    Units  Estimated Accuracy
 EW3021;SPC CA 5     -   642,380.    1,947,150.      MT  (+/- 180 meters Scaled)
 EW3021
 EW3021                          SUPERSEDED SURVEY CONTROL
 EW3021
 EW3021  NGVD 29 (??/??/92)  902.316  (m)         2960.35   (f) ADJ UNCH    2 0
 EW3021
 EW3021.Superseded values are not recommended for survey control.
 EW3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3021.See file dsdata.txt to determine how the superseded data were derived.
 EW3021
 EW3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU556500(NAD 83)
 EW3021_MARKER: DD = SURVEY DISK
 EW3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3021_STAMPING: 314.4 C BM 1968
 EW3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3021+STABILITY: SURFACE MOTION
 EW3021
 EW3021  HISTORY     - Date     Condition        Report By
 EW3021  HISTORY     - 1968     MONUMENTED       CADWR
 EW3021  HISTORY     - 1971     GOOD             NGS
 EW3021
 EW3021                          STATION DESCRIPTION
 EW3021
 EW3021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3021'9.2 MI SE FROM PORTER TUNNEL.
 EW3021'9.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3021'SOUTH PORTAL OF THE PORTER TUNNEL, 226 FEET NORTH OF THE NORTHEAST
 EW3021'END OF THE NORTHWEST CONCRETE WING WALL OF CONCRETE OVERCHUTE
 EW3021'312.51, 182 FEET NORTHEAST OF THE NORTHEAST LEVEE ROAD, 1.0 FOOT
 EW3021'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 79.5 FEET SOUTHEAST
 EW3021'OF A BRACE POST IN THE FENCE, 1.6 FEET SOUTHEAST OF A WITNESS
 EW3021'POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 EW3021'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION
 EW3021'16, T8N, R16W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1396 ***********************************************************************
 EW1396  DESIGNATION -  314.440 C OF LA
 EW1396  PID         -  EW1396
 EW1396  STATE/COUNTY-  CA/LOS ANGELES
 EW1396  USGS QUAD   -  HOLLYWOOD (1994)
 EW1396
 EW1396                         *CURRENT SURVEY CONTROL
 EW1396  ___________________________________________________________________
 EW1396* NAD 83(1986)-  34 03 21.     (N)    118 16 11.     (W)     SCALED    
 EW1396* NAVD 88     -        96.60   (+/-2cm)     316.9    (feet)  VERTCON   
 EW1396  ___________________________________________________________________
 EW1396  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW1396  VERT ORDER  -  THIRD (See Below)
 EW1396
 EW1396.The horizontal coordinates were scaled from a topographic map and have
 EW1396.an estimated accuracy of +/- 6 seconds.
 EW1396
 EW1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1396.The vertical order pertains to the NGVD 29 superseded value.
 EW1396
 EW1396.The geoid height was determined by GEOID03.
 EW1396
 EW1396;                    North         East    Units  Estimated Accuracy
 EW1396;SPC CA 5     -   561,690.    1,975,100.      MT  (+/- 180 meters Scaled)
 EW1396
 EW1396                          SUPERSEDED SURVEY CONTROL
 EW1396
 EW1396  NGVD 29 (??/??/??)   95.82   (m)          314.4    (f) RESET       3  
 EW1396
 EW1396.Superseded values are not recommended for survey control.
 EW1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1396.See file dsdata.txt to determine how the superseded data were derived.
 EW1396
 EW1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828690(NAD 83)
 EW1396_MARKER: S = SPIKE
 EW1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1396_SP_SET: CATCH BASIN
 EW1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1396
 EW1396  HISTORY     - Date     Condition        Report By
 EW1396  HISTORY     - UNK      MONUMENTED       CA1980
 EW1396  HISTORY     - 1945     GOOD             NGS
 EW1396  HISTORY     - 1964     GOOD             NGS
 EW1396
 EW1396                          STATION DESCRIPTION
 EW1396
 EW1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1396'AT LOS ANGELES.
 EW1396'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1396'UNION AVENUE.  LOCATED IN WEST END OF CATCH BASIN HEADWALL, 1.2
 EW1396'FEET SOUTH OF NORTH CURB OF WILSHIRE BOULEVARD, AND 23.2 FEET
 EW1396'EAST OF EAST CURB OF UNION AVENUE.  A CUT SPIKE CEMENTED IN
 EW1396'THE CONCRETE CATCH BASIN.
 EW1396
 EW1396                          STATION RECOVERY (1964)
 EW1396
 EW1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3003 ***********************************************************************
 EW3003  DESIGNATION -  314.7 B DWR
 EW3003  PID         -  EW3003
 EW3003  STATE/COUNTY-  CA/LOS ANGELES
 EW3003  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3003
 EW3003                         *CURRENT SURVEY CONTROL
 EW3003  ___________________________________________________________________
 EW3003* NAD 83(1986)-  34 45 51.     (N)    118 32 46.     (W)     SCALED    
 EW3003* NAVD 88     -       902.58   (+/-2cm)    2961.2    (feet)  VERTCON   
 EW3003  ___________________________________________________________________
 EW3003  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3003
 EW3003.The horizontal coordinates were scaled from a topographic map and have
 EW3003.an estimated accuracy of +/- 6 seconds.
 EW3003
 EW3003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3003.The vertical order pertains to the NGVD 29 superseded value.
 EW3003
 EW3003.The geoid height was determined by GEOID03.
 EW3003
 EW3003;                    North         East    Units  Estimated Accuracy
 EW3003;SPC CA 5     -   640,360.    1,950,010.      MT  (+/- 180 meters Scaled)
 EW3003
 EW3003                          SUPERSEDED SURVEY CONTROL
 EW3003
 EW3003  NGVD 29 (??/??/92)  901.687  (m)         2958.28   (f) ADJ UNCH    2 0
 EW3003
 EW3003.Superseded values are not recommended for survey control.
 EW3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3003.See file dsdata.txt to determine how the superseded data were derived.
 EW3003
 EW3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU585479(NAD 83)
 EW3003_MARKER: DD = SURVEY DISK
 EW3003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3003_SP_SET: AQUEDUCT
 EW3003_STAMPING: MILE 314.7 B
 EW3003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3003
 EW3003  HISTORY     - Date     Condition        Report By
 EW3003  HISTORY     - UNK      MONUMENTED       CADWR
 EW3003  HISTORY     - 1971     GOOD             NGS
 EW3003
 EW3003                          STATION DESCRIPTION
 EW3003
 EW3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3003'11.4 MI SE FROM PORTER TUNNEL.
 EW3003'11.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3003'SOUTH PORTAL OF THE PORTER TUNNEL, ACROSS THE NORTHEAST LEVEE
 EW3003'FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTHEAST CONCRETE
 EW3003'LINING OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW3003'LEVEE ROAD.  SECTION 23, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3006 ***********************************************************************
 EW3006  DESIGNATION -  314.8 A DWR
 EW3006  PID         -  EW3006
 EW3006  STATE/COUNTY-  CA/LOS ANGELES
 EW3006  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3006
 EW3006                         *CURRENT SURVEY CONTROL
 EW3006  ___________________________________________________________________
 EW3006* NAD 83(1986)-  34 45 42.     (N)    118 32 40.     (W)     SCALED    
 EW3006* NAVD 88     -       904.43   (+/-2cm)    2967.3    (feet)  VERTCON   
 EW3006  ___________________________________________________________________
 EW3006  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3006
 EW3006.The horizontal coordinates were scaled from a topographic map and have
 EW3006.an estimated accuracy of +/- 6 seconds.
 EW3006
 EW3006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3006.The vertical order pertains to the NGVD 29 superseded value.
 EW3006
 EW3006.The geoid height was determined by GEOID03.
 EW3006
 EW3006;                    North         East    Units  Estimated Accuracy
 EW3006;SPC CA 5     -   640,090.    1,950,160.      MT  (+/- 180 meters Scaled)
 EW3006
 EW3006                          SUPERSEDED SURVEY CONTROL
 EW3006
 EW3006  NGVD 29 (??/??/92)  903.536  (m)         2964.35   (f) ADJ UNCH    2 0
 EW3006
 EW3006.Superseded values are not recommended for survey control.
 EW3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3006.See file dsdata.txt to determine how the superseded data were derived.
 EW3006
 EW3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU586477(NAD 83)
 EW3006_MARKER: DD = SURVEY DISK
 EW3006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3006_SP_SET: ABUTMENT
 EW3006_STAMPING: 314.8 A 1971
 EW3006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3006
 EW3006  HISTORY     - Date     Condition        Report By
 EW3006  HISTORY     - 1971     MONUMENTED       CADWR
 EW3006  HISTORY     - 1971     GOOD             NGS
 EW3006
 EW3006                          STATION DESCRIPTION
 EW3006
 EW3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3006'11.5 MI SE FROM PORTER TUNNEL.
 EW3006'11.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3006'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3006'CONCRETE ABUTMENT OF CHECK STRUCTURE 44-314.81, 10.4 FEET
 EW3006'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 2.5 FEET
 EW3006'NORTHWEST OF THE CENTER OF A CONCRETE WALKWAY, AND ABOUT LEVEL
 EW3006'WITH THE NORTHEAST LEVEE ROAD.  SECTION 23, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3002 ***********************************************************************
 EW3002  DESIGNATION -  314.8 B DWR
 EW3002  PID         -  EW3002
 EW3002  STATE/COUNTY-  CA/LOS ANGELES
 EW3002  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3002
 EW3002                         *CURRENT SURVEY CONTROL
 EW3002  ___________________________________________________________________
 EW3002* NAD 83(1986)-  34 45 44.     (N)    118 32 41.     (W)     SCALED    
 EW3002* NAVD 88     -       902.55   (+/-2cm)    2961.1    (feet)  VERTCON   
 EW3002  ___________________________________________________________________
 EW3002  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3002
 EW3002.The horizontal coordinates were scaled from a topographic map and have
 EW3002.an estimated accuracy of +/- 6 seconds.
 EW3002
 EW3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3002.The vertical order pertains to the NGVD 29 superseded value.
 EW3002
 EW3002.The geoid height was determined by GEOID03.
 EW3002
 EW3002;                    North         East    Units  Estimated Accuracy
 EW3002;SPC CA 5     -   640,150.    1,950,130.      MT  (+/- 180 meters Scaled)
 EW3002
 EW3002                          SUPERSEDED SURVEY CONTROL
 EW3002
 EW3002  NGVD 29 (??/??/92)  901.654  (m)         2958.18   (f) ADJ UNCH    2 0
 EW3002
 EW3002.Superseded values are not recommended for survey control.
 EW3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3002.See file dsdata.txt to determine how the superseded data were derived.
 EW3002
 EW3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU586477(NAD 83)
 EW3002_MARKER: DD = SURVEY DISK
 EW3002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3002_SP_SET: AQUEDUCT
 EW3002_STAMPING: MILE 314.8 B
 EW3002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3002
 EW3002  HISTORY     - Date     Condition        Report By
 EW3002  HISTORY     - UNK      MONUMENTED       CADWR
 EW3002  HISTORY     - 1971     GOOD             NGS
 EW3002
 EW3002                          STATION DESCRIPTION
 EW3002
 EW3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3002'11.5 MI SE FROM PORTER TUNNEL.
 EW3002'11.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3002'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3002'CONCRETE LINING OF THE AQUEDUCT, ABOUT 100 FEET NORTHWEST OF
 EW3002'CHECK STRUCTURE 44-314.81, AND ABOUT 6 FEET LOWER THAN THE
 EW3002'NORTHEAST LEVEE ROAD.  SECTION 23, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2999 ***********************************************************************
 EW2999  DESIGNATION -  314.9 A DWR
 EW2999  PID         -  EW2999
 EW2999  STATE/COUNTY-  CA/LOS ANGELES
 EW2999  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2999
 EW2999                         *CURRENT SURVEY CONTROL
 EW2999  ___________________________________________________________________
 EW2999* NAD 83(1986)-  34 45 42.     (N)    118 32 36.     (W)     SCALED    
 EW2999* NAVD 88     -       905.21   (+/-2cm)    2969.8    (feet)  VERTCON   
 EW2999  ___________________________________________________________________
 EW2999  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2999
 EW2999.The horizontal coordinates were scaled from a topographic map and have
 EW2999.an estimated accuracy of +/- 6 seconds.
 EW2999
 EW2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2999.The vertical order pertains to the NGVD 29 superseded value.
 EW2999
 EW2999.The geoid height was determined by GEOID03.
 EW2999
 EW2999;                    North         East    Units  Estimated Accuracy
 EW2999;SPC CA 5     -   640,090.    1,950,260.      MT  (+/- 180 meters Scaled)
 EW2999
 EW2999                          SUPERSEDED SURVEY CONTROL
 EW2999
 EW2999  NGVD 29 (??/??/92)  904.31   (m)         2966.9    (f) COMPUTED    2 0
 EW2999
 EW2999.Superseded values are not recommended for survey control.
 EW2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2999.See file dsdata.txt to determine how the superseded data were derived.
 EW2999
 EW2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU587476(NAD 83)
 EW2999_MARKER: DD = SURVEY DISK
 EW2999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2999_SP_SET: BRIDGE WALKWAY
 EW2999_STAMPING: 314.9 A 1971
 EW2999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2999
 EW2999  HISTORY     - Date     Condition        Report By
 EW2999  HISTORY     - 1971     MONUMENTED       CADWR
 EW2999  HISTORY     - 1971     GOOD             NGS
 EW2999
 EW2999                          STATION DESCRIPTION
 EW2999
 EW2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2999'11.6 MI SE FROM PORTER TUNNEL.
 EW2999'11.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2999'SOUTH PORTAL OF THE PORTER TUNNEL, AT LANCASTER ROAD BRIDGE
 EW2999'314.93, IN THE TOP AND 1.8 FEET WEST OF THE EAST END OF THE
 EW2999'NORTH CONCRETE WALKWAY OF THE BRIDGE, 0.7 FOOT NORTH OF THE SOUTH
 EW2999'EDGE OF THE WALKWAY, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE
 EW2999'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  SECTION 23,
 EW2999'T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3000 ***********************************************************************
 EW3000  DESIGNATION -  314.9 B DWR
 EW3000  PID         -  EW3000
 EW3000  STATE/COUNTY-  CA/LOS ANGELES
 EW3000  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3000
 EW3000                         *CURRENT SURVEY CONTROL
 EW3000  ___________________________________________________________________
 EW3000* NAD 83(1986)-  34 45 42.     (N)    118 32 36.     (W)     SCALED    
 EW3000* NAVD 88     -       902.58   (+/-2cm)    2961.2    (feet)  VERTCON   
 EW3000  ___________________________________________________________________
 EW3000  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3000
 EW3000.The horizontal coordinates were scaled from a topographic map and have
 EW3000.an estimated accuracy of +/- 6 seconds.
 EW3000
 EW3000.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3000.The vertical order pertains to the NGVD 29 superseded value.
 EW3000
 EW3000.The geoid height was determined by GEOID03.
 EW3000
 EW3000;                    North         East    Units  Estimated Accuracy
 EW3000;SPC CA 5     -   640,090.    1,950,260.      MT  (+/- 180 meters Scaled)
 EW3000
 EW3000                          SUPERSEDED SURVEY CONTROL
 EW3000
 EW3000  NGVD 29 (??/??/92)  901.682  (m)         2958.27   (f) ADJ UNCH    2 0
 EW3000
 EW3000.Superseded values are not recommended for survey control.
 EW3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3000.See file dsdata.txt to determine how the superseded data were derived.
 EW3000
 EW3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU587476(NAD 83)
 EW3000_MARKER: DD = SURVEY DISK
 EW3000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3000_SP_SET: AQUEDUCT
 EW3000_STAMPING: MILE 314.9 B
 EW3000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3000
 EW3000  HISTORY     - Date     Condition        Report By
 EW3000  HISTORY     - UNK      MONUMENTED       CADWR
 EW3000  HISTORY     - 1971     GOOD             NGS
 EW3000
 EW3000                          STATION DESCRIPTION
 EW3000
 EW3000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3000'11.6 MI SE FROM PORTER TUNNEL.
 EW3000'11.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3000'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW3000'CONCRETE LINING OF THE AQUEDUCT, 80.0 FEET NORTHWEST OF LANCASTER
 EW3000'ROAD BRIDGE 314.93, AND ABOUT 5 FEET LOWER THAN THE NORTHEAST
 EW3000'LEVEE ROAD.  SECTION 23, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3018 ***********************************************************************
 EW3018  DESIGNATION -  314.9 C DWR
 EW3018  PID         -  EW3018
 EW3018  STATE/COUNTY-  CA/LOS ANGELES
 EW3018  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3018
 EW3018                         *CURRENT SURVEY CONTROL
 EW3018  ___________________________________________________________________
 EW3018* NAD 83(1986)-  34 46 44.     (N)    118 34 12.     (W)     SCALED    
 EW3018* NAVD 88     -       903.72   (+/-2cm)    2965.0    (feet)  VERTCON   
 EW3018  ___________________________________________________________________
 EW3018  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW3018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3018
 EW3018.The horizontal coordinates were scaled from a topographic map and have
 EW3018.an estimated accuracy of +/- 6 seconds.
 EW3018
 EW3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3018.The vertical order pertains to the NGVD 29 superseded value.
 EW3018
 EW3018.The geoid height was determined by GEOID03.
 EW3018
 EW3018;                    North         East    Units  Estimated Accuracy
 EW3018;SPC CA 5     -   642,010.    1,947,830.      MT  (+/- 180 meters Scaled)
 EW3018
 EW3018                          SUPERSEDED SURVEY CONTROL
 EW3018
 EW3018  NGVD 29 (??/??/92)  902.831  (m)         2962.04   (f) ADJ UNCH    2 0
 EW3018
 EW3018.Superseded values are not recommended for survey control.
 EW3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3018.See file dsdata.txt to determine how the superseded data were derived.
 EW3018
 EW3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU563496(NAD 83)
 EW3018_MARKER: DD = SURVEY DISK
 EW3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3018_STAMPING: 314.9 C B M 1968
 EW3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3018+STABILITY: SURFACE MOTION
 EW3018
 EW3018  HISTORY     - Date     Condition        Report By
 EW3018  HISTORY     - 1968     MONUMENTED       CADWR
 EW3018  HISTORY     - 1971     GOOD             NGS
 EW3018
 EW3018                          STATION DESCRIPTION
 EW3018
 EW3018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3018'9.7 MI SE FROM PORTER TUNNEL.
 EW3018'9.7 MILE SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW3018'PORTAL OF THE PORTER TUNNEL, 0.02 MILE NORTHWEST OF AQUEDUCT
 EW3018'MILEAGE 313.00, 184 FEET NORTHEAST OF THE CENTER LINE OF THE
 EW3018'NORTHEAST LEVEE ROAD, 154 1/2 FEET NORTHWEST OF A BRACE POST
 EW3018'IN THE FENCE, 2.0 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW3018'FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW3018'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW3018'ABOVE THE GROUND.  SECTION 15, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2996 ***********************************************************************
 EW2996  DESIGNATION -  315.2 A DWR
 EW2996  PID         -  EW2996
 EW2996  STATE/COUNTY-  CA/LOS ANGELES
 EW2996  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2996
 EW2996                         *CURRENT SURVEY CONTROL
 EW2996  ___________________________________________________________________
 EW2996* NAD 83(1986)-  34 45 40.     (N)    118 32 24.     (W)     SCALED    
 EW2996* NAVD 88     -       906.32   (+/-2cm)    2973.5    (feet)  VERTCON   
 EW2996  ___________________________________________________________________
 EW2996  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2996
 EW2996.The horizontal coordinates were scaled from a topographic map and have
 EW2996.an estimated accuracy of +/- 6 seconds.
 EW2996
 EW2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2996.The vertical order pertains to the NGVD 29 superseded value.
 EW2996
 EW2996.The geoid height was determined by GEOID03.
 EW2996
 EW2996;                    North         East    Units  Estimated Accuracy
 EW2996;SPC CA 5     -   640,020.    1,950,570.      MT  (+/- 180 meters Scaled)
 EW2996
 EW2996                          SUPERSEDED SURVEY CONTROL
 EW2996
 EW2996  NGVD 29 (??/??/92)  905.425  (m)         2970.55   (f) ADJ UNCH    2 0
 EW2996
 EW2996.Superseded values are not recommended for survey control.
 EW2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2996.See file dsdata.txt to determine how the superseded data were derived.
 EW2996
 EW2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU590476(NAD 83)
 EW2996_MARKER: DD = SURVEY DISK
 EW2996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2996_SP_SET: OVERCHUTE
 EW2996_STAMPING: 315.2 A 1971
 EW2996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2996
 EW2996  HISTORY     - Date     Condition        Report By
 EW2996  HISTORY     - 1971     MONUMENTED       CADWR
 EW2996  HISTORY     - 1971     GOOD             NGS
 EW2996
 EW2996                          STATION DESCRIPTION
 EW2996
 EW2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2996'11.8 MI SE FROM PORTER TUNNEL.
 EW2996'11.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2996'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 10.2 FEET
 EW2996'SOUTH OF THE NORTH END OF THE WEST CONCRETE WALL OF CONCRETE
 EW2996'OVERCHUTE 315.18, 8.2 FEET SOUTH OF THE SOUTH END OF A GUARDRAIL,
 EW2996'AND ABOUT 4 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 26,
 EW2996'T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3013 ***********************************************************************
 EW3013  DESIGNATION -  315.5 A DWR
 EW3013  PID         -  EW3013
 EW3013  STATE/COUNTY-  CA/LOS ANGELES
 EW3013  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3013
 EW3013                         *CURRENT SURVEY CONTROL
 EW3013  ___________________________________________________________________
 EW3013* NAD 83(1986)-  34 46 29.     (N)    118 33 40.     (W)     SCALED    
 EW3013* NAVD 88     -       906.30   (+/-2cm)    2973.4    (feet)  VERTCON   
 EW3013  ___________________________________________________________________
 EW3013  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3013  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3013
 EW3013.The horizontal coordinates were scaled from a topographic map and have
 EW3013.an estimated accuracy of +/- 6 seconds.
 EW3013
 EW3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3013.The vertical order pertains to the NGVD 29 superseded value.
 EW3013
 EW3013.The geoid height was determined by GEOID03.
 EW3013
 EW3013;                    North         East    Units  Estimated Accuracy
 EW3013;SPC CA 5     -   641,540.    1,948,640.      MT  (+/- 180 meters Scaled)
 EW3013
 EW3013                          SUPERSEDED SURVEY CONTROL
 EW3013
 EW3013  NGVD 29 (??/??/92)  905.41   (m)         2970.5    (f) COMPUTED    1 1
 EW3013
 EW3013.Superseded values are not recommended for survey control.
 EW3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3013.See file dsdata.txt to determine how the superseded data were derived.
 EW3013
 EW3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU571491(NAD 83)
 EW3013_MARKER: DD = SURVEY DISK
 EW3013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW3013_SP_SET: BRIDGE RAIL
 EW3013_STAMPING: BM 315.5A 1968
 EW3013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW3013
 EW3013  HISTORY     - Date     Condition        Report By
 EW3013  HISTORY     - 1968     MONUMENTED       CADWR
 EW3013
 EW3013                          STATION DESCRIPTION
 EW3013
 EW3013'DESCRIBED BY CA DEPT OF WATER RES 1968
 EW3013'16.3 MI E FROM GORMAN.
 EW3013'GORMAN, 16.3 MILES EASTERLY.  LANCASTER ROAD (STATE HIGHWAY 138)
 EW3013'ABOUT 400 FEET EAST OF 245TH STREET WEST, IN THE NORTHEAST CORNER
 EW3013'OF THE CALIFORNIA AQUEDUCT-NEENACH BRIDGE NO. 53-2047, SET IN
 EW3013'THE TOP OF THE CONCRETE RAIL OF THE BRIDGE, 41.0 FEET SOUTHWESTERLY
 EW3013'OF POWER POLE NO. 1285989E, 21.2 FEET WEST OF THE EAST END OF
 EW3013'THE NORTH CONCRETE GUARD RAIL AND 20.4 FEET NORTH OF THE CENTER
 EW3013'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3015 ***********************************************************************
 EW3015  DESIGNATION -  315.5 C DWR
 EW3015  PID         -  EW3015
 EW3015  STATE/COUNTY-  CA/LOS ANGELES
 EW3015  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3015
 EW3015                         *CURRENT SURVEY CONTROL
 EW3015  ___________________________________________________________________
 EW3015* NAD 83(1986)-  34 46 30.     (N)    118 33 41.     (W)     SCALED    
 EW3015* NAVD 88     -       899.77   (+/-2cm)    2952.0    (feet)  VERTCON   
 EW3015  ___________________________________________________________________
 EW3015  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3015
 EW3015.The horizontal coordinates were scaled from a topographic map and have
 EW3015.an estimated accuracy of +/- 6 seconds.
 EW3015
 EW3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3015.The vertical order pertains to the NGVD 29 superseded value.
 EW3015
 EW3015.The geoid height was determined by GEOID03.
 EW3015
 EW3015;                    North         East    Units  Estimated Accuracy
 EW3015;SPC CA 5     -   641,570.    1,948,620.      MT  (+/- 180 meters Scaled)
 EW3015
 EW3015                          SUPERSEDED SURVEY CONTROL
 EW3015
 EW3015  NGVD 29 (??/??/92)  898.883  (m)         2949.09   (f) ADJ UNCH    2 0
 EW3015
 EW3015.Superseded values are not recommended for survey control.
 EW3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3015.See file dsdata.txt to determine how the superseded data were derived.
 EW3015
 EW3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU571492(NAD 83)
 EW3015_MARKER: DD = SURVEY DISK
 EW3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3015_STAMPING: 315.5 C B M 1968
 EW3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3015+STABILITY: SURFACE MOTION
 EW3015
 EW3015  HISTORY     - Date     Condition        Report By
 EW3015  HISTORY     - 1968     MONUMENTED       CADWR
 EW3015  HISTORY     - 1971     GOOD             NGS
 EW3015
 EW3015                          STATION DESCRIPTION
 EW3015
 EW3015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3015'10.2 MI SE FROM PORTER TUNNEL.
 EW3015'10.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3015'SOUTH PORTAL OF THE PORTER TUNNEL, 244 FEET NORTH OF THE
 EW3015'NORTHEAST CORNER OF STATE HIGHWAY 138 BRIDGE OVER THE AQUEDUCT,
 EW3015'180 FEET NORTHEAST AND ACROSS AN ASPHALT ROAD FROM THE CENTER
 EW3015'LINE OF THE NORTHEAST LEVEE ROAD, 44 FEET NORTHEAST OF THE CENTER
 EW3015'LINE OF THE ASPHALT ROAD, 7 FEET EAST-SOUTHEAST OF POWER POLE
 EW3015'1821403E, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 10 FEET
 EW3015'LOWER THAN THE ASPHALT ROAD, AND SET IN THE TOP OF A CONCRETE
 EW3015'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 15, T 8 N,
 EW3015'R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3011 ***********************************************************************
 EW3011  DESIGNATION -  315.9 C DWR
 EW3011  PID         -  EW3011
 EW3011  STATE/COUNTY-  CA/LOS ANGELES
 EW3011  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3011
 EW3011                         *CURRENT SURVEY CONTROL
 EW3011  ___________________________________________________________________
 EW3011* NAD 83(1986)-  34 46 17.     (N)    118 33 22.     (W)     SCALED    
 EW3011* NAVD 88     -       899.57   (+/-2cm)    2951.3    (feet)  VERTCON   
 EW3011  ___________________________________________________________________
 EW3011  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3011
 EW3011.The horizontal coordinates were scaled from a topographic map and have
 EW3011.an estimated accuracy of +/- 6 seconds.
 EW3011
 EW3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3011.The vertical order pertains to the NGVD 29 superseded value.
 EW3011
 EW3011.The geoid height was determined by GEOID03.
 EW3011
 EW3011;                    North         East    Units  Estimated Accuracy
 EW3011;SPC CA 5     -   641,170.    1,949,100.      MT  (+/- 180 meters Scaled)
 EW3011
 EW3011                          SUPERSEDED SURVEY CONTROL
 EW3011
 EW3011  NGVD 29 (??/??/92)  898.682  (m)         2948.43   (f) ADJ UNCH    2 0
 EW3011
 EW3011.Superseded values are not recommended for survey control.
 EW3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3011.See file dsdata.txt to determine how the superseded data were derived.
 EW3011
 EW3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU576487(NAD 83)
 EW3011_MARKER: DD = SURVEY DISK
 EW3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3011_STAMPING: 315.9 C B M 1968
 EW3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3011+STABILITY: SURFACE MOTION
 EW3011
 EW3011  HISTORY     - Date     Condition        Report By
 EW3011  HISTORY     - 1968     MONUMENTED       CADWR
 EW3011  HISTORY     - 1971     GOOD             NGS
 EW3011
 EW3011                          STATION DESCRIPTION
 EW3011
 EW3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3011'10.6 MI SE FROM PORTER TUNNEL.
 EW3011'10.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3011'SOUTH PORTAL OF THE PORTER TUNNEL, 0.4 MILE SOUTHEAST OF THE
 EW3011'CROSSING OF STATE HIGHWAY 138, 102 FEET NORTHWEST OF THE
 EW3011'NORTHWEST END OF THE NORTH WING WALL OF A TRIPLE CONCRETE BOX
 EW3011'CULVERT, 7.5 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 EW3011'LEVEE ROAD, 19 FEET WEST OF A BRACE POST IN THE FENCE, 0.6 FOOT
 EW3011'NORTH OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 12
 EW3011'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW3011'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 22, T 8 N,
 EW3011'R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0652 ***********************************************************************
 JS0652  DESIGNATION -  3152
 JS0652  PID         -  JS0652
 JS0652  STATE/COUNTY-  CA/PLACER
 JS0652  USGS QUAD   -  TUNNEL HILL (1973)
 JS0652
 JS0652                         *CURRENT SURVEY CONTROL
 JS0652  ___________________________________________________________________
 JS0652* NAD 83(1986)-  38 59 50.     (N)    120 41 51.     (W)     SCALED    
 JS0652* NAVD 88     -       961.50   (+/-2cm)    3154.5    (feet)  VERTCON   
 JS0652  ___________________________________________________________________
 JS0652  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JS0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0652
 JS0652.The horizontal coordinates were scaled from a topographic map and have
 JS0652.an estimated accuracy of +/- 6 seconds.
 JS0652
 JS0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0652.The vertical order pertains to the NGVD 29 superseded value.
 JS0652
 JS0652.The geoid height was determined by GEOID03.
 JS0652
 JS0652;                    North         East    Units  Estimated Accuracy
 JS0652;SPC CA 2     -   648,510.    2,112,820.      MT  (+/- 180 meters Scaled)
 JS0652
 JS0652                          SUPERSEDED SURVEY CONTROL
 JS0652
 JS0652  NGVD 29 (??/??/92)  960.630  (m)         3151.67   (f) ADJ UNCH    2 0
 JS0652
 JS0652.Superseded values are not recommended for survey control.
 JS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0652.See file dsdata.txt to determine how the superseded data were derived.
 JS0652
 JS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ993189(NAD 83)
 JS0652_MARKER: N = NAIL
 JS0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0652_SP_SET: OAK TREE ROOT
 JS0652_MARK LOGO: USFS  
 JS0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0652
 JS0652  HISTORY     - Date     Condition        Report By
 JS0652  HISTORY     - UNK      MONUMENTED       USFS
 JS0652  HISTORY     - 1952     GOOD             CGS
 JS0652
 JS0652                          STATION DESCRIPTION
 JS0652
 JS0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0652'22 MI NE FROM GEORGETOWN.
 JS0652'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0652'POST OFFICE AT GEORGETOWN, THENCE 13.45 MILES NORTHEAST ALONG THE
 JS0652'RALSTON RIDGE ROAD, AT A Y JUNCTION OF A TRACK ROAD LEADING
 JS0652'NORTH, IN THE TOP OF A CUT OUT PLACE IN THE ROOT OF AN OAK TREE,
 JS0652'20.0 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET
 JS0652'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS
 JS0652'AND NUMBERS USFS 3152 B M ON THE SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0119 ***********************************************************************
 MX0119  DESIGNATION -  3154 B
 MX0119  PID         -  MX0119
 MX0119  STATE/COUNTY-  CA/SISKIYOU
 MX0119  USGS QUAD   -  CITY OF MOUNT SHASTA (1986)
 MX0119
 MX0119                         *CURRENT SURVEY CONTROL
 MX0119  ___________________________________________________________________
 MX0119* NAD 83(1986)-  41 15 34.     (N)    122 16 32.     (W)     SCALED    
 MX0119* NAVD 88     -       962.611  (meters)    3158.17   (feet)  ADJUSTED  
 MX0119  ___________________________________________________________________
 MX0119  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 MX0119  DYNAMIC HT  -         962.020 (meters)    3156.23  (feet)  COMP
 MX0119  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 MX0119
 MX0119  VERT ORDER  -  FIRST     CLASS II
 MX0119
 MX0119.The horizontal coordinates were scaled from a topographic map and have
 MX0119.an estimated accuracy of +/- 6 seconds.
 MX0119
 MX0119.The orthometric height was determined by differential leveling
 MX0119.and adjusted in June 1991.
 MX0119
 MX0119.The geoid height was determined by GEOID03.
 MX0119
 MX0119.The dynamic height is computed by dividing the NAVD 88
 MX0119.geopotential number by the normal gravity value computed on the
 MX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0119.degrees latitude (g = 980.6199 gals.).
 MX0119
 MX0119.The modeled gravity was interpolated from observed gravity values.
 MX0119
 MX0119;                    North         East    Units  Estimated Accuracy
 MX0119;SPC CA 1     -   713,910.    1,976,910.      MT  (+/- 180 meters Scaled)
 MX0119
 MX0119                          SUPERSEDED SURVEY CONTROL
 MX0119
 MX0119  NGVD 29 (??/??/??)  961.568  (m)         3154.74   (f) ADJUSTED    1 2
 MX0119
 MX0119.Superseded values are not recommended for survey control.
 MX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0119.See file dsdata.txt to determine how the superseded data were derived.
 MX0119
 MX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL606678(NAD 83)
 MX0119_MARKER: DD = SURVEY DISK
 MX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MX0119_STAMPING: 3154 B 1902
 MX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0119+STABILITY: SURFACE MOTION
 MX0119
 MX0119  HISTORY     - Date     Condition        Report By
 MX0119  HISTORY     - 1902     MONUMENTED       USGS
 MX0119  HISTORY     - 1954     GOOD             NGS
 MX0119  HISTORY     - 1988     MARK NOT FOUND   NGS
 MX0119
 MX0119                          STATION DESCRIPTION
 MX0119
 MX0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MX0119'5.3 MI S FROM MOUNT SHASTA.
 MX0119'5.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MX0119'THE STATION AT MOUNT SHASTA, AT MOTT SIDING, 336 1/2 FEET SOUTHEAST
 MX0119'OF THE CENTER OF THE CROSSING OF A PAVED ROAD, 77.5 FEET EAST
 MX0119'OF AND ACROSS THE TRACK FROM THE SIDING SIGN, 47.3 FEET NORTHEAST
 MX0119'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 14.8 FEET NORTHEAST
 MX0119'OF THE NORTHEAST RAIL OF THE NORTHEAST SIDE TRACK, 0.8 FOOT
 MX0119'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 MX0119'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT
 MX0119'ABOVE THE GROUND.  NOTE-- MARK IS LEANING AND THE TOP HAS BEEN
 MX0119'CAVED IN BUT IT IS STILL SOLID.
 MX0119
 MX0119                          STATION RECOVERY (1988)
 MX0119
 MX0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MX0119'THE AREA IS BEING USED AS A STORAGE AREA FOR RAILROAD TIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3008 ***********************************************************************
 FU3008  DESIGNATION -  3159 DWR
 FU3008  PID         -  FU3008
 FU3008  STATE/COUNTY-  CA/KERN
 FU3008  USGS QUAD   -  WEST CAMP (1973)
 FU3008
 FU3008                         *CURRENT SURVEY CONTROL
 FU3008  ___________________________________________________________________
 FU3008* NAD 83(1986)-  35 45 26.     (N)    119 49 49.     (W)     SCALED    
 FU3008* NAVD 88     -        95.50   (+/-2cm)     313.3    (feet)  VERTCON   
 FU3008  ___________________________________________________________________
 FU3008  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 FU3008  VERT ORDER  -  THIRD (See Below)
 FU3008
 FU3008.The horizontal coordinates were scaled from a topographic map and have
 FU3008.an estimated accuracy of +/- 6 seconds.
 FU3008
 FU3008.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3008.The vertical order pertains to the NGVD 29 superseded value.
 FU3008
 FU3008.The geoid height was determined by GEOID03.
 FU3008
 FU3008;                    North         East    Units  Estimated Accuracy
 FU3008;SPC CA 5     -   751,910.    1,834,470.      MT  (+/- 180 meters Scaled)
 FU3008
 FU3008                          SUPERSEDED SURVEY CONTROL
 FU3008
 FU3008  NGVD 29 (??/??/??)   94.62   (m)          310.4    (f) RESET       3  
 FU3008
 FU3008.Superseded values are not recommended for survey control.
 FU3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3008.See file dsdata.txt to determine how the superseded data were derived.
 FU3008
 FU3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV441607(NAD 83)
 FU3008_MARKER: P = PIPE CAP
 FU3008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU3008_STAMPING: 3159 CA
 FU3008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3008
 FU3008  HISTORY     - Date     Condition        Report By
 FU3008  HISTORY     - UNK      MONUMENTED       CADWR
 FU3008  HISTORY     - 1964     GOOD             NGS
 FU3008  HISTORY     - 1966     GOOD             NGS
 FU3008
 FU3008                          STATION DESCRIPTION
 FU3008
 FU3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU3008'17 MI NW FROM LOST HILLS.
 FU3008'8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF
 FU3008'STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG
 FU3008'TWISSELMAN ROAD, THENCE 2.05 MILES NORTH-NORTHWEST ACROSS COUNTRY
 FU3008'ON A VERY DIM TRACK ROAD, 0.2 MILE EAST-SOUTHEAST OF A FENCE
 FU3008'CORNER, 297 FEET EAST-NORTHEAST OF THE CENTER LINE OF VERY DIM
 FU3008'ROAD, 1.2 FEET SOUTHWEST OF A WITNESS POST, A CAP ON THE TOP
 FU3008'OF AN IRON PIPE PROJECTING 0.3 FOOT.
 FU3008
 FU3008                          STATION RECOVERY (1966)
 FU3008
 FU3008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1213 ***********************************************************************
 GT1213  DESIGNATION -  316
 GT1213  PID         -  GT1213
 GT1213  STATE/COUNTY-  CA/FRESNO
 GT1213  USGS QUAD   -  BURREL (1981)
 GT1213
 GT1213                         *CURRENT SURVEY CONTROL
 GT1213  ___________________________________________________________________
 GT1213* NAD 83(1986)-  36 29 19.     (N)    119 57 14.     (W)     SCALED    
 GT1213* NAVD 88     -        64.87   (+/-2cm)     212.8    (feet)  VERTCON   
 GT1213  ___________________________________________________________________
 GT1213  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 GT1213  VERT ORDER  -  THIRD (See Below)
 GT1213
 GT1213.The horizontal coordinates were scaled from a topographic map and have
 GT1213.an estimated accuracy of +/- 6 seconds.
 GT1213
 GT1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1213.The vertical order pertains to the NGVD 29 superseded value.
 GT1213
 GT1213.The geoid height was determined by GEOID03.
 GT1213
 GT1213;                    North         East    Units  Estimated Accuracy
 GT1213;SPC CA 4     -   628,620.    1,914,530.      MT  (+/- 180 meters Scaled)
 GT1213
 GT1213                          SUPERSEDED SURVEY CONTROL
 GT1213
 GT1213  NGVD 29 (??/??/??)   64.03   (m)          210.1    (f) RESET       3  
 GT1213
 GT1213.Superseded values are not recommended for survey control.
 GT1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1213.See file dsdata.txt to determine how the superseded data were derived.
 GT1213
 GT1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA353422(NAD 83)
 GT1213_MARKER: P = PIPE CAP
 GT1213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1213_STAMPING: 316 215.0
 GT1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1213
 GT1213  HISTORY     - Date     Condition        Report By
 GT1213  HISTORY     - UNK      MONUMENTED       DOD
 GT1213  HISTORY     - 1959     GOOD             NGS
 GT1213  HISTORY     - 1972     GOOD             NGS
 GT1213
 GT1213                          STATION DESCRIPTION
 GT1213
 GT1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1213'1.8 MI E FROM BURREL.
 GT1213'1.75 MILES EAST ALONG ELKHORN AVENUE FROM THE POST OFFICE AT
 GT1213'BURREL, 0.3 MILE EAST OF THE T JUNCTION OF WESTLAWN AVENUE SOUTH,
 GT1213'29 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 12 FEET
 GT1213'WEST OF THE CENTER LINE OF A DIRT ROAD NORTH, 2 FEET NORTH OF
 GT1213'A FENCE CORNER POST, 0.4 FOOT WEST OF A FENCE, 0.6 FOOT SOUTH
 GT1213'OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE AVENUE,
 GT1213'AND SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 GT1213'FOOT ABOVE THE GROUND.
 GT1213
 GT1213                          STATION RECOVERY (1972)
 GT1213
 GT1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GT1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0325 ***********************************************************************
 DY0325  DESIGNATION -  316 C OF LB
 DY0325  PID         -  DY0325
 DY0325  STATE/COUNTY-  CA/LOS ANGELES
 DY0325  USGS QUAD   -  LONG BEACH (1981)
 DY0325
 DY0325                         *CURRENT SURVEY CONTROL
 DY0325  ___________________________________________________________________
 DY0325* NAD 83(1986)-  33 48 05.     (N)    118 11 03.     (W)     SCALED    
 DY0325* NAVD 88     -         7.64   (+/-2cm)      25.1    (feet)  VERTCON   
 DY0325  ___________________________________________________________________
 DY0325  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0325  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0325
 DY0325.The horizontal coordinates were scaled from a topographic map and have
 DY0325.an estimated accuracy of +/- 6 seconds.
 DY0325
 DY0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0325.The vertical order pertains to the NGVD 29 superseded value.
 DY0325
 DY0325.The geoid height was determined by GEOID03.
 DY0325
 DY0325;                    North         East    Units  Estimated Accuracy
 DY0325;SPC CA 5     -   533,450.    1,982,950.      MT  (+/- 180 meters Scaled)
 DY0325
 DY0325                          SUPERSEDED SURVEY CONTROL
 DY0325
 DY0325  NGVD 29 (??/??/92)    6.864  (m)           22.52   (f) ADJ UNCH    1 2
 DY0325
 DY0325.Superseded values are not recommended for survey control.
 DY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0325.See file dsdata.txt to determine how the superseded data were derived.
 DY0325
 DY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT903407(NAD 83)
 DY0325_MARKER: DD = SURVEY DISK
 DY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0325_STAMPING: 316
 DY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0325+STABILITY: SURFACE MOTION
 DY0325
 DY0325  HISTORY     - Date     Condition        Report By
 DY0325  HISTORY     - UNK      MONUMENTED       CA1970
 DY0325  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0325
 DY0325                          STATION DESCRIPTION
 DY0325
 DY0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0325'AT LONG BEACH.
 DY0325'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF
 DY0325'BURNETT STREET AND LIME AVENUE, 8.5 FEET EAST OF THE EAST CURB
 DY0325'OF THE AVENUE, AND 4 FEET SOUTH OF THE SOUTH CURB OF THE STREET.
 DY0325'A CITY OF LONG BEACH STANDARD DISK, STAMPED 316 AND SET IN THE
 DY0325'TOP OF A CONCRETE POST 0.5 FOOT UNDER GROUND, ACCESS TO WHICH
 DY0325'IS HAD THROUGH A 6-INCH IRON PIPE WITH A COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2988 ***********************************************************************
 EW2988  DESIGNATION -  316.1 A DWR
 EW2988  PID         -  EW2988
 EW2988  STATE/COUNTY-  CA/LOS ANGELES
 EW2988  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2988
 EW2988                         *CURRENT SURVEY CONTROL
 EW2988  ___________________________________________________________________
 EW2988* NAD 83(1986)-  34 45 19.     (N)    118 31 34.     (W)     SCALED    
 EW2988* NAVD 88     -       906.07   (+/-2cm)    2972.7    (feet)  VERTCON   
 EW2988  ___________________________________________________________________
 EW2988  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2988
 EW2988.The horizontal coordinates were scaled from a topographic map and have
 EW2988.an estimated accuracy of +/- 6 seconds.
 EW2988
 EW2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2988.The vertical order pertains to the NGVD 29 superseded value.
 EW2988
 EW2988.The geoid height was determined by GEOID03.
 EW2988
 EW2988;                    North         East    Units  Estimated Accuracy
 EW2988;SPC CA 5     -   639,370.    1,951,830.      MT  (+/- 180 meters Scaled)
 EW2988
 EW2988                          SUPERSEDED SURVEY CONTROL
 EW2988
 EW2988  NGVD 29 (??/??/92)  905.174  (m)         2969.72   (f) ADJ UNCH    2 0
 EW2988
 EW2988.Superseded values are not recommended for survey control.
 EW2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2988.See file dsdata.txt to determine how the superseded data were derived.
 EW2988
 EW2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU603469(NAD 83)
 EW2988_MARKER: DD = SURVEY DISK
 EW2988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2988_SP_SET: OVERCHUTE
 EW2988_STAMPING: 316.1 A 1971
 EW2988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2988
 EW2988  HISTORY     - Date     Condition        Report By
 EW2988  HISTORY     - 1971     MONUMENTED       CADWR
 EW2988  HISTORY     - 1971     GOOD             NGS
 EW2988
 EW2988                          STATION DESCRIPTION
 EW2988
 EW2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2988'12.8 MI SE FROM PORTER TUNNEL.
 EW2988'12.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2988'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 11.0 FEET
 EW2988'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE WALL OF
 EW2988'CONCRETE OVERCHUTE 316.08, 9.2 FEET SOUTHWEST OF THE SOUTHWEST END OF
 EW2988'A GUARDRAIL, AND ABOUT 5 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW2988'SECTION 25, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2989 ***********************************************************************
 EW2989  DESIGNATION -  316.1 B DWR
 EW2989  PID         -  EW2989
 EW2989  STATE/COUNTY-  CA/LOS ANGELES
 EW2989  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2989
 EW2989                         *CURRENT SURVEY CONTROL
 EW2989  ___________________________________________________________________
 EW2989* NAD 83(1986)-  34 45 19.     (N)    118 31 34.     (W)     SCALED    
 EW2989* NAVD 88     -       902.40   (+/-2cm)    2960.6    (feet)  VERTCON   
 EW2989  ___________________________________________________________________
 EW2989  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2989
 EW2989.The horizontal coordinates were scaled from a topographic map and have
 EW2989.an estimated accuracy of +/- 6 seconds.
 EW2989
 EW2989.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2989.The vertical order pertains to the NGVD 29 superseded value.
 EW2989
 EW2989.The geoid height was determined by GEOID03.
 EW2989
 EW2989;                    North         East    Units  Estimated Accuracy
 EW2989;SPC CA 5     -   639,370.    1,951,830.      MT  (+/- 180 meters Scaled)
 EW2989
 EW2989                          SUPERSEDED SURVEY CONTROL
 EW2989
 EW2989  NGVD 29 (??/??/92)  901.502  (m)         2957.68   (f) ADJ UNCH    2 0
 EW2989
 EW2989.Superseded values are not recommended for survey control.
 EW2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2989.See file dsdata.txt to determine how the superseded data were derived.
 EW2989
 EW2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU603469(NAD 83)
 EW2989_MARKER: DD = SURVEY DISK
 EW2989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2989_SP_SET: AQUEDUCT
 EW2989_STAMPING: MILE 316.1 B
 EW2989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2989
 EW2989  HISTORY     - Date     Condition        Report By
 EW2989  HISTORY     - UNK      MONUMENTED       CADWR
 EW2989  HISTORY     - 1971     GOOD             NGS
 EW2989
 EW2989                          STATION DESCRIPTION
 EW2989
 EW2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2989'12.8 MI SE FROM PORTER TUNNEL.
 EW2989'12.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2989'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW2989'CONCRETE LINING OF THE AQUEDUCT, 94.0 FEET NORTHWEST OF THE
 EW2989'NORTHWEST WALL OF OVERCHUTE 316.08, 6 FEET NORTHWEST OF THE
 EW2989'CENTER OF A LADDER, AND ABOUT 12 FEET LOWER THAN THE NORTH
 EW2989'LEVEE ROAD.  SECTION 25, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3008 ***********************************************************************
 EW3008  DESIGNATION -  316.3 C DWR
 EW3008  PID         -  EW3008
 EW3008  STATE/COUNTY-  CA/LOS ANGELES
 EW3008  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW3008
 EW3008                         *CURRENT SURVEY CONTROL
 EW3008  ___________________________________________________________________
 EW3008* NAD 83(1986)-  34 46 00.     (N)    118 32 59.     (W)     SCALED    
 EW3008* NAVD 88     -       901.51   (+/-2cm)    2957.7    (feet)  VERTCON   
 EW3008  ___________________________________________________________________
 EW3008  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW3008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW3008
 EW3008.The horizontal coordinates were scaled from a topographic map and have
 EW3008.an estimated accuracy of +/- 6 seconds.
 EW3008
 EW3008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3008.The vertical order pertains to the NGVD 29 superseded value.
 EW3008
 EW3008.The geoid height was determined by GEOID03.
 EW3008
 EW3008;                    North         East    Units  Estimated Accuracy
 EW3008;SPC CA 5     -   640,640.    1,949,680.      MT  (+/- 180 meters Scaled)
 EW3008
 EW3008                          SUPERSEDED SURVEY CONTROL
 EW3008
 EW3008  NGVD 29 (??/??/92)  900.620  (m)         2954.78   (f) ADJ UNCH    2 0
 EW3008
 EW3008.Superseded values are not recommended for survey control.
 EW3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3008.See file dsdata.txt to determine how the superseded data were derived.
 EW3008
 EW3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU581482(NAD 83)
 EW3008_MARKER: DD = SURVEY DISK
 EW3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3008_STAMPING: 316.3 C B M 1968
 EW3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3008+STABILITY: SURFACE MOTION
 EW3008
 EW3008  HISTORY     - Date     Condition        Report By
 EW3008  HISTORY     - 1968     MONUMENTED       CADWR
 EW3008  HISTORY     - 1971     GOOD             NGS
 EW3008
 EW3008                          STATION DESCRIPTION
 EW3008
 EW3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3008'11.1 MI SE FROM PORTER TUNNEL.
 EW3008'11.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW3008'SOUTH PORTAL OF THE PORTER TUNNEL, 16-3/4 POST NORTHWEST OF A
 EW3008'STEEL BRACE POST IN THE FENCE, 35 1/2 FEET NORTHEAST OF THE
 EW3008'CENTER LINE OF THE NORTHEAST LEVEE ROAD, 0.5 FOOT NORTHEAST OF
 EW3008'THE NORTHEAST RIGHT-OF-WAY FENCE, 1.0 FOOT NORTHEAST OF A
 EW3008'WITNESS POST, ABOUT 8 FEET LOWER THAN THE ROAD, AND SET IN THE
 EW3008'TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.  SECTION 23, T 8 N,
 EW3008'R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1776 ***********************************************************************
 EW1776  DESIGNATION -  316.397 C OF LA
 EW1776  PID         -  EW1776
 EW1776  STATE/COUNTY-  CA/LOS ANGELES
 EW1776  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1776
 EW1776                         *CURRENT SURVEY CONTROL
 EW1776  ___________________________________________________________________
 EW1776* NAD 83(1986)-  34 03 04.     (N)    118 27 33.     (W)     SCALED    
 EW1776* NAVD 88     -        97.24   (+/-2cm)     319.0    (feet)  VERTCON   
 EW1776  ___________________________________________________________________
 EW1776  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW1776  VERT ORDER  -  THIRD (See Below)
 EW1776
 EW1776.The horizontal coordinates were scaled from a topographic map and have
 EW1776.an estimated accuracy of +/- 6 seconds.
 EW1776
 EW1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1776.The vertical order pertains to the NGVD 29 superseded value.
 EW1776
 EW1776.The geoid height was determined by GEOID03.
 EW1776
 EW1776;                    North         East    Units  Estimated Accuracy
 EW1776;SPC CA 5     -   561,230.    1,957,610.      MT  (+/- 180 meters Scaled)
 EW1776
 EW1776                          SUPERSEDED SURVEY CONTROL
 EW1776
 EW1776  NGVD 29 (??/??/??)   96.47   (m)          316.5    (f) RESET       3  
 EW1776
 EW1776.Superseded values are not recommended for survey control.
 EW1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1776.See file dsdata.txt to determine how the superseded data were derived.
 EW1776
 EW1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT653687(NAD 83)
 EW1776_MARKER: S = SPIKE
 EW1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1776_SP_SET: CURB
 EW1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1776
 EW1776  HISTORY     - Date     Condition        Report By
 EW1776  HISTORY     - UNK      MONUMENTED       CA1980
 EW1776  HISTORY     - 1945     GOOD             NGS
 EW1776
 EW1776                          STATION DESCRIPTION
 EW1776
 EW1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1776'AT LOS ANGELES.
 EW1776'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND SAN
 EW1776'VICENTE BOULEVARD.  LOCATED IN THE NORTH CURB OF SAN VICENTE
 EW1776'BOULEVARD, AND 76.3 FEET WEST OF THE WEST CURBLINE OF WILSHIRE
 EW1776'BOULEVARD.  (MEASURED ON PROJECTED CURBLINE OF THE NORTH CURB OF
 EW1776'SAN VICENTE BOULEVARD).  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2985 ***********************************************************************
 EW2985  DESIGNATION -  316.7 A DWR
 EW2985  PID         -  EW2985
 EW2985  STATE/COUNTY-  CA/LOS ANGELES
 EW2985  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2985
 EW2985                         *CURRENT SURVEY CONTROL
 EW2985  ___________________________________________________________________
 EW2985* NAD 83(1986)-  34 45 00.     (N)    118 31 04.     (W)     SCALED    
 EW2985* NAVD 88     -       906.02   (+/-2cm)    2972.5    (feet)  VERTCON   
 EW2985  ___________________________________________________________________
 EW2985  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2985
 EW2985.The horizontal coordinates were scaled from a topographic map and have
 EW2985.an estimated accuracy of +/- 6 seconds.
 EW2985
 EW2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2985.The vertical order pertains to the NGVD 29 superseded value.
 EW2985
 EW2985.The geoid height was determined by GEOID03.
 EW2985
 EW2985;                    North         East    Units  Estimated Accuracy
 EW2985;SPC CA 5     -   638,780.    1,952,590.      MT  (+/- 180 meters Scaled)
 EW2985
 EW2985                          SUPERSEDED SURVEY CONTROL
 EW2985
 EW2985  NGVD 29 (??/??/92)  905.127  (m)         2969.57   (f) ADJ UNCH    2 0
 EW2985
 EW2985.Superseded values are not recommended for survey control.
 EW2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2985.See file dsdata.txt to determine how the superseded data were derived.
 EW2985
 EW2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU610463(NAD 83)
 EW2985_MARKER: DD = SURVEY DISK
 EW2985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2985_SP_SET: OVERCHUTE
 EW2985_STAMPING: 316.7 A 1971
 EW2985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2985
 EW2985  HISTORY     - Date     Condition        Report By
 EW2985  HISTORY     - 1971     MONUMENTED       CADWR
 EW2985  HISTORY     - 1971     GOOD             NGS
 EW2985
 EW2985                          STATION DESCRIPTION
 EW2985
 EW2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2985'13.4 MI SE FROM PORTER TUNNEL.
 EW2985'13.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2985'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE WEST
 EW2985'CONCRETE WALL OF CONCRETE OVERCHUTE 316.70, 10.4 FEET SOUTH OF
 EW2985'THE NORTH END OF THE WALL, 8.6 FEET SOUTH OF THE SOUTH END OF A
 EW2985'GUARDRAIL, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW2985'SECTION 30, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2986 ***********************************************************************
 EW2986  DESIGNATION -  316.7 B DWR
 EW2986  PID         -  EW2986
 EW2986  STATE/COUNTY-  CA/LOS ANGELES
 EW2986  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2986
 EW2986                         *CURRENT SURVEY CONTROL
 EW2986  ___________________________________________________________________
 EW2986* NAD 83(1986)-  34 45 00.     (N)    118 31 04.     (W)     SCALED    
 EW2986* NAVD 88     -       902.35   (+/-2cm)    2960.5    (feet)  VERTCON   
 EW2986  ___________________________________________________________________
 EW2986  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2986  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2986
 EW2986.The horizontal coordinates were scaled from a topographic map and have
 EW2986.an estimated accuracy of +/- 6 seconds.
 EW2986
 EW2986.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2986.The vertical order pertains to the NGVD 29 superseded value.
 EW2986
 EW2986.The geoid height was determined by GEOID03.
 EW2986
 EW2986;                    North         East    Units  Estimated Accuracy
 EW2986;SPC CA 5     -   638,780.    1,952,590.      MT  (+/- 180 meters Scaled)
 EW2986
 EW2986                          SUPERSEDED SURVEY CONTROL
 EW2986
 EW2986  NGVD 29 (??/??/92)  901.460  (m)         2957.54   (f) ADJ UNCH    2 0
 EW2986
 EW2986.Superseded values are not recommended for survey control.
 EW2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2986.See file dsdata.txt to determine how the superseded data were derived.
 EW2986
 EW2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU610463(NAD 83)
 EW2986_MARKER: DD = SURVEY DISK
 EW2986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2986_SP_SET: AQUEDUCT
 EW2986_STAMPING: MILE 316.7 B
 EW2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2986
 EW2986  HISTORY     - Date     Condition        Report By
 EW2986  HISTORY     - UNK      MONUMENTED       CADWR
 EW2986  HISTORY     - 1971     GOOD             NGS
 EW2986
 EW2986                          STATION DESCRIPTION
 EW2986
 EW2986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2986'13.4 MI SE FROM PORTER TUNNEL.
 EW2986'13.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2986'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW2986'CONCRETE LINING OF THE AQUEDUCT, 105.0 FEET WEST OF THE WEST
 EW2986'WALL OF OVERCHUTE 316.70, 15.5 FEET WEST OF THE CENTER OF A
 EW2986'LADDER, AND ABOUT 12 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW2986'SECTION 30, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0459 ***********************************************************************
 FU0459  DESIGNATION -  3161
 FU0459  PID         -  FU0459
 FU0459  STATE/COUNTY-  CA/KERN
 FU0459  USGS QUAD   -  MOJAVE (1992)
 FU0459
 FU0459                         *CURRENT SURVEY CONTROL
 FU0459  ___________________________________________________________________
 FU0459* NAD 83(1986)-  35 06 29.     (N)    118 11 20.     (W)     SCALED    
 FU0459* NAVD 88     -       965.136  (meters)    3166.45   (feet)  READJUSTED
 FU0459  ___________________________________________________________________
 FU0459  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FU0459  DYNAMIC HT  -         964.020 (meters)    3162.79  (feet)  COMP
 FU0459  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 FU0459  OBS GRAVITY -     979,437.7   (mgal)                       GRAV_OBS
 FU0459
 FU0459  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 FU0459
 FU0459.The horizontal coordinates were scaled from a topographic map and have
 FU0459.an estimated accuracy of +/- 6 seconds.
 FU0459
 FU0459.The orthometric height was determined by differential leveling
 FU0459.and adjusted in February 1993.
 FU0459.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 FU0459.distribution rate of 0.0 thru 1.0 mm/km.
 FU0459.The height was derived from older observations constrained to new
 FU0459.heights in a crustal motion area.  The height is approximate in
 FU0459.relation to other heights in its vicinity.
 FU0459
 FU0459.The geoid height was determined by GEOID03.
 FU0459
 FU0459.The dynamic height is computed by dividing the NAVD 88
 FU0459.geopotential number by the normal gravity value computed on the
 FU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0459.degrees latitude (g = 980.6199 gals.).
 FU0459
 FU0459.The modeled gravity was interpolated from observed gravity values.
 FU0459.The observed gravity was obtained from relative gravimeter ties
 FU0459.to the IGSN71 gravity network.
 FU0459
 FU0459;                    North         East    Units  Estimated Accuracy
 FU0459;SPC CA 5     -   678,390.    1,982,780.      MT  (+/- 180 meters Scaled)
 FU0459
 FU0459                          SUPERSEDED SURVEY CONTROL
 FU0459
 FU0459  NGVD 29 (??/??/92)  964.261  (m)         3163.58   (f) ADJ UNCH    1 1
 FU0459
 FU0459.Superseded values are not recommended for survey control.
 FU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0459.See file dsdata.txt to determine how the superseded data were derived.
 FU0459
 FU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU916856(NAD 83)
 FU0459_MARKER: DD = SURVEY DISK
 FU0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU0459_SP_SET: AQUEDUCT ARCH
 FU0459_STAMPING: 3161 1914 24
 FU0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU0459
 FU0459  HISTORY     - Date     Condition        Report By
 FU0459  HISTORY     - 1914     MONUMENTED       USGS
 FU0459  HISTORY     - 1953     GOOD             NGS
 FU0459  HISTORY     - 1973     GOOD             NGS
 FU0459  HISTORY     - 1977     GOOD             NGS
 FU0459  HISTORY     - 19890629 MARK NOT FOUND   NGS
 FU0459
 FU0459                          STATION DESCRIPTION
 FU0459
 FU0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0459'4 MI N FROM MOJAVE.
 FU0459'4.0 MILES NORTH ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD
 FU0459'FROM THE STATION AT MOJAVE, AT MILEAGE 737.67, IN THE TOP OF
 FU0459'THE CENTER OF A CONCRETE ARCH OVER THE LOS ANGELES AQUEDUCT,
 FU0459'102.0 FEET SOUTH OF THE WEST CORNER OF HIGHWAY BRIDGE 50 147,
 FU0459'82.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 12.4 FEET NORTHEAST
 FU0459'OF THE NORTHWEST END OF THE NORTHEAST ONE OF TWO IRON GUARD
 FU0459'RAILS OVER THE AQUEDUCT, AND ABOUT 5 FEET LOWER THAN THE TRACKS.
 FU0459
 FU0459                          STATION RECOVERY (1973)
 FU0459
 FU0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0459'RECOVERED IN GOOD CONDITION.
 FU0459
 FU0459                          STATION RECOVERY (1977)
 FU0459
 FU0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0459'RECOVERED IN GOOD CONDITION.
 FU0459
 FU0459                          STATION RECOVERY (1989)
 FU0459
 FU0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0718 ***********************************************************************
 KT0718  DESIGNATION -  3168.7 USGS
 KT0718  PID         -  KT0718
 KT0718  STATE/COUNTY-  CA/TEHAMA
 KT0718  USGS QUAD   -  HALL RIDGE (1973)
 KT0718
 KT0718                         *CURRENT SURVEY CONTROL
 KT0718  ___________________________________________________________________
 KT0718* NAD 83(1986)-  39 49 36.     (N)    122 40 34.     (W)     SCALED    
 KT0718* NAVD 88     -       967.64   (+/-2cm)    3174.7    (feet)  VERTCON   
 KT0718  ___________________________________________________________________
 KT0718  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 KT0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0718
 KT0718.The horizontal coordinates were scaled from a topographic map and have
 KT0718.an estimated accuracy of +/- 6 seconds.
 KT0718
 KT0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0718.The vertical order pertains to the NGVD 29 superseded value.
 KT0718
 KT0718.The geoid height was determined by GEOID03.
 KT0718
 KT0718;                    North         East    Units  Estimated Accuracy
 KT0718;SPC CA 1     -   555,000.    1,942,120.      MT  (+/- 180 meters Scaled)
 KT0718
 KT0718                          SUPERSEDED SURVEY CONTROL
 KT0718
 KT0718  NGVD 29 (??/??/92)  966.711  (m)         3171.62   (f) ADJ UNCH    2 0
 KT0718
 KT0718.Superseded values are not recommended for survey control.
 KT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0718.See file dsdata.txt to determine how the superseded data were derived.
 KT0718
 KT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK277085(NAD 83)
 KT0718_MARKER: S = SPIKE
 KT0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0718_SP_SET: TREE
 KT0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0718
 KT0718  HISTORY     - Date     Condition        Report By
 KT0718  HISTORY     - UNK      MONUMENTED       USGS
 KT0718  HISTORY     - 1940     GOOD             NGS
 KT0718
 KT0718                          STATION DESCRIPTION
 KT0718
 KT0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0718'11.6 MI SW FROM PASKENTA.
 KT0718'LOCATED 11.65 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0718'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0718'THE MENDOCINO NATL. FOREST-- 300 FEET SOUTH-EAST OF ROAD FORK
 KT0718'TO HALL RIDGE AND DAVIES RANCH-- 8 FEET NORTH-WEST OF THE
 KT0718'CENTERLINE OF ROAD-- IN THE BASE OF A 46 IN FIR TREE, A LARGE
 KT0718'SPIKE AND THE TREE IS PAINTED U.S.B.M. 3168.7
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0324 ***********************************************************************
 DY0324  DESIGNATION -  317 C OF LB
 DY0324  PID         -  DY0324
 DY0324  STATE/COUNTY-  CA/LOS ANGELES
 DY0324  USGS QUAD   -  LONG BEACH (1981)
 DY0324
 DY0324                         *CURRENT SURVEY CONTROL
 DY0324  ___________________________________________________________________
 DY0324* NAD 83(1986)-  33 48 05.     (N)    118 11 18.     (W)     SCALED    
 DY0324* NAVD 88     -         6.70   (+/-2cm)      22.0    (feet)  VERTCON   
 DY0324  ___________________________________________________________________
 DY0324  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0324  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0324
 DY0324.The horizontal coordinates were scaled from a topographic map and have
 DY0324.an estimated accuracy of +/- 6 seconds.
 DY0324
 DY0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0324.The vertical order pertains to the NGVD 29 superseded value.
 DY0324
 DY0324.The geoid height was determined by GEOID03.
 DY0324
 DY0324;                    North         East    Units  Estimated Accuracy
 DY0324;SPC CA 5     -   533,450.    1,982,560.      MT  (+/- 180 meters Scaled)
 DY0324
 DY0324                          SUPERSEDED SURVEY CONTROL
 DY0324
 DY0324  NGVD 29 (??/??/92)    5.922  (m)           19.43   (f) ADJ UNCH    1 2
 DY0324
 DY0324.Superseded values are not recommended for survey control.
 DY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0324.See file dsdata.txt to determine how the superseded data were derived.
 DY0324
 DY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT900407(NAD 83)
 DY0324_MARKER: DD = SURVEY DISK
 DY0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0324_STAMPING: LBBM NO 317
 DY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0324+STABILITY: SURFACE MOTION
 DY0324
 DY0324  HISTORY     - Date     Condition        Report By
 DY0324  HISTORY     - UNK      MONUMENTED       CA1970
 DY0324  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0324
 DY0324                          STATION DESCRIPTION
 DY0324
 DY0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0324'AT LONG BEACH.
 DY0324'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF
 DY0324'BURNETT STREET AND ELM AVENUE, 17 FEET WEST OF THE WEST CURB
 DY0324'OF THE AVENUE, 4 FEET NORTH OF THE NORTH CURB OF THE STREET,
 DY0324'AND 0.9 FOOT SOUTH OF THE SOUTH EDGE OF THE EAST-AND-WEST
 DY0324'SIDEWALK.  A CITY OF LONG BEACH STANDARD DISK, STAMPED LBBM
 DY0324'NO 317 AND SET IN THE TOP OF A CONCRETE POST 0.7 FOOT LOWER
 DY0324'THAN THE SIDEWALK, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 DY0324'IRON PIPE WITH A COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1728 ***********************************************************************
 JS1728  DESIGNATION -  317 N USE
 JS1728  PID         -  JS1728
 JS1728  STATE/COUNTY-  CA/SACRAMENTO
 JS1728  USGS QUAD   -  JERSEY ISLAND (1978)
 JS1728
 JS1728                         *CURRENT SURVEY CONTROL
 JS1728  ___________________________________________________________________
 JS1728* NAD 83(1986)-  38 05 39.     (N)    121 38 04.     (W)     SCALED    
 JS1728* NAVD 88     -         2.62   (+/-2cm)       8.6    (feet)  VERTCON   
 JS1728  ___________________________________________________________________
 JS1728  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JS1728  VERT ORDER  -  THIRD (See Below)
 JS1728
 JS1728.The horizontal coordinates were scaled from a topographic map and have
 JS1728.an estimated accuracy of +/- 6 seconds.
 JS1728
 JS1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1728.The vertical order pertains to the NGVD 29 superseded value.
 JS1728
 JS1728.The geoid height was determined by GEOID03.
 JS1728
 JS1728;                    North         East    Units  Estimated Accuracy
 JS1728;SPC CA 2     -   547,520.    2,032,070.      MT  (+/- 180 meters Scaled)
 JS1728
 JS1728                          SUPERSEDED SURVEY CONTROL
 JS1728
 JS1728  NGVD 29 (??/??/??)    1.89   (m)            6.2    (f) RESET       3  
 JS1728
 JS1728.Superseded values are not recommended for survey control.
 JS1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1728.See file dsdata.txt to determine how the superseded data were derived.
 JS1728
 JS1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH197171(NAD 83)
 JS1728_MARKER: P = PIPE CAP
 JS1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1728_STAMPING: 317 N
 JS1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1728+STABILITY: SURFACE MOTION
 JS1728
 JS1728  HISTORY     - Date     Condition        Report By
 JS1728  HISTORY     - UNK      MONUMENTED       DOD
 JS1728  HISTORY     - 1951     GOOD             NGS
 JS1728  HISTORY     - 1964     MARK NOT FOUND   NGS
 JS1728
 JS1728                          STATION DESCRIPTION
 JS1728
 JS1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1728'AT TWITCHELL ISLAND.
 JS1728'ON THE SOUTHEAST SIDE OF TWITCHELL ISLAND, 1.3 MILES EAST ALONG
 JS1728'A DIRT ROAD ON THE SAN JOAQUIN RIVER LEVEE, ON THE NORTHWEST BANK
 JS1728'OF THE SAN JOAQUIN RIVER, 0.3 MILES NORTHEAST OF A TWO-STORY
 JS1728'FARM HOUSE, 0.1 MILES NORTH OF A CHANNEL LIGHT, 101 FEET NORTH
 JS1728'OF THE NORTH END OF A ROW OF WILLOW BUSHES, 93 FEET SOUTHEAST
 JS1728'OF THE SOUTH ONE OF TWO 8-INCH POPLAR TREES, 14 FEET WEST OF THE
 JS1728'CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A WITNESS POST, ABOUT
 JS1728'2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JS1728'POST ABOUT 0.5 FEET UNDERGROUND.
 JS1728
 JS1728                          STATION RECOVERY (1964)
 JS1728
 JS1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2997 ***********************************************************************
 EW2997  DESIGNATION -  317.1 C DWR
 EW2997  PID         -  EW2997
 EW2997  STATE/COUNTY-  CA/LOS ANGELES
 EW2997  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2997
 EW2997                         *CURRENT SURVEY CONTROL
 EW2997  ___________________________________________________________________
 EW2997* NAD 83(1986)-  34 45 40.     (N)    118 32 24.     (W)     SCALED    
 EW2997* NAVD 88     -       899.94   (+/-2cm)    2952.6    (feet)  VERTCON   
 EW2997  ___________________________________________________________________
 EW2997  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2997
 EW2997.The horizontal coordinates were scaled from a topographic map and have
 EW2997.an estimated accuracy of +/- 6 seconds.
 EW2997
 EW2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2997.The vertical order pertains to the NGVD 29 superseded value.
 EW2997
 EW2997.The geoid height was determined by GEOID03.
 EW2997
 EW2997;                    North         East    Units  Estimated Accuracy
 EW2997;SPC CA 5     -   640,020.    1,950,570.      MT  (+/- 180 meters Scaled)
 EW2997
 EW2997                          SUPERSEDED SURVEY CONTROL
 EW2997
 EW2997  NGVD 29 (??/??/92)  899.049  (m)         2949.63   (f) ADJ UNCH    2 0
 EW2997
 EW2997.Superseded values are not recommended for survey control.
 EW2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2997.See file dsdata.txt to determine how the superseded data were derived.
 EW2997
 EW2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU590476(NAD 83)
 EW2997_MARKER: DD = SURVEY DISK
 EW2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2997_STAMPING: 317.1 C B M 1968
 EW2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2997+STABILITY: SURFACE MOTION
 EW2997
 EW2997  HISTORY     - Date     Condition        Report By
 EW2997  HISTORY     - 1968     MONUMENTED       CADWR
 EW2997  HISTORY     - 1971     GOOD             NGS
 EW2997
 EW2997                          STATION DESCRIPTION
 EW2997
 EW2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2997'11.8 MI SE FROM PORTER TUNNEL.
 EW2997'11.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2997'SOUTH PORTAL OF THE PORTER TUNNEL, 134 FEET NORTH OF THE CENTER
 EW2997'LINE OF THE NORTH LEVEE ROAD, 138 FEET EAST-NORTHEAST OF THE
 EW2997'NORTH END OF THE EAST CONCRETE RETAINING WALL OF OVERCHUTE
 EW2997'315.18, 3.6 FEET WEST OF A BRACE POST IN THE FENCE, 0.6 FOOT
 EW2997'NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 21 FEET
 EW2997'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW2997'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 26, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2990 ***********************************************************************
 EW2990  DESIGNATION -  317.5 B DWR
 EW2990  PID         -  EW2990
 EW2990  STATE/COUNTY-  CA/LOS ANGELES
 EW2990  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2990
 EW2990                         *CURRENT SURVEY CONTROL
 EW2990  ___________________________________________________________________
 EW2990* NAD 83(1986)-  34 45 12.     (N)    118 30 19.     (W)     SCALED    
 EW2990* NAVD 88     -       902.28   (+/-2cm)    2960.2    (feet)  VERTCON   
 EW2990  ___________________________________________________________________
 EW2990  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW2990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2990
 EW2990.The horizontal coordinates were scaled from a topographic map and have
 EW2990.an estimated accuracy of +/- 6 seconds.
 EW2990
 EW2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2990.The vertical order pertains to the NGVD 29 superseded value.
 EW2990
 EW2990.The geoid height was determined by GEOID03.
 EW2990
 EW2990;                    North         East    Units  Estimated Accuracy
 EW2990;SPC CA 5     -   639,140.    1,953,740.      MT  (+/- 180 meters Scaled)
 EW2990
 EW2990                          SUPERSEDED SURVEY CONTROL
 EW2990
 EW2990  NGVD 29 (??/??/92)  901.395  (m)         2957.33   (f) ADJ UNCH    2 0
 EW2990
 EW2990.Superseded values are not recommended for survey control.
 EW2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2990.See file dsdata.txt to determine how the superseded data were derived.
 EW2990
 EW2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU622467(NAD 83)
 EW2990_MARKER: DD = SURVEY DISK
 EW2990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2990_SP_SET: AQUEDUCT
 EW2990_STAMPING: 317.5 B 1971
 EW2990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2990
 EW2990  HISTORY     - Date     Condition        Report By
 EW2990  HISTORY     - 1971     MONUMENTED       CADWR
 EW2990  HISTORY     - 1971     GOOD             NGS
 EW2990
 EW2990                          STATION DESCRIPTION
 EW2990
 EW2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2990'14.2 MI SE FROM PORTER TUNNEL.
 EW2990'14.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2990'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE THE PAINTED
 EW2990'MILEAGE 317.50, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW2990'AQUEDUCT, AND ABOUT 4 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW2990'SECTION 30, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0926 ***********************************************************************
 EW0926  DESIGNATION -  317.9 A DWR
 EW0926  PID         -  EW0926
 EW0926  STATE/COUNTY-  CA/LOS ANGELES
 EW0926  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0926
 EW0926                         *CURRENT SURVEY CONTROL
 EW0926  ___________________________________________________________________
 EW0926* NAD 83(1986)-  34 45 10.     (N)    118 29 46.     (W)     SCALED    
 EW0926* NAVD 88     -       905.89   (+/-2cm)    2972.1    (feet)  VERTCON   
 EW0926  ___________________________________________________________________
 EW0926  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0926
 EW0926.The horizontal coordinates were scaled from a topographic map and have
 EW0926.an estimated accuracy of +/- 6 seconds.
 EW0926
 EW0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0926.The vertical order pertains to the NGVD 29 superseded value.
 EW0926
 EW0926.The geoid height was determined by GEOID03.
 EW0926
 EW0926;                    North         East    Units  Estimated Accuracy
 EW0926;SPC CA 5     -   639,080.    1,954,580.      MT  (+/- 180 meters Scaled)
 EW0926
 EW0926                          SUPERSEDED SURVEY CONTROL
 EW0926
 EW0926  NGVD 29 (??/??/92)  905.007  (m)         2969.18   (f) ADJ UNCH    2 0
 EW0926
 EW0926.Superseded values are not recommended for survey control.
 EW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0926.See file dsdata.txt to determine how the superseded data were derived.
 EW0926
 EW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU630466(NAD 83)
 EW0926_MARKER: DD = SURVEY DISK
 EW0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0926_SP_SET: WALL
 EW0926_STAMPING: 317.9 A 1971
 EW0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0926
 EW0926  HISTORY     - Date     Condition        Report By
 EW0926  HISTORY     - 1971     MONUMENTED       CADWR
 EW0926  HISTORY     - 1971     GOOD             NGS
 EW0926
 EW0926                          STATION DESCRIPTION
 EW0926
 EW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0926'14.5 MI SE FROM PORTER TUNNEL.
 EW0926'14.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0926'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE WEST CONCRETE WALL
 EW0926'OF CONCRETE OVERCHUTE 317.87, 10.7 FEET SOUTH OF THE NORTH END OF
 EW0926'THE WALL, 9.0 FEET SOUTH OF THE SOUTH END OF A GUARDRAIL, AND ABOUT
 EW0926'5 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 29, T 8N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0928 ***********************************************************************
 EW0928  DESIGNATION -  317.9 B DWR
 EW0928  PID         -  EW0928
 EW0928  STATE/COUNTY-  CA/LOS ANGELES
 EW0928  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0928
 EW0928                         *CURRENT SURVEY CONTROL
 EW0928  ___________________________________________________________________
 EW0928* NAD 83(1986)-  34 45 11.     (N)    118 29 53.     (W)     SCALED    
 EW0928* NAVD 88     -       902.19   (+/-2cm)    2959.9    (feet)  VERTCON   
 EW0928  ___________________________________________________________________
 EW0928  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0928  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0928
 EW0928.The horizontal coordinates were scaled from a topographic map and have
 EW0928.an estimated accuracy of +/- 6 seconds.
 EW0928
 EW0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0928.The vertical order pertains to the NGVD 29 superseded value.
 EW0928
 EW0928.The geoid height was determined by GEOID03.
 EW0928
 EW0928;                    North         East    Units  Estimated Accuracy
 EW0928;SPC CA 5     -   639,110.    1,954,400.      MT  (+/- 180 meters Scaled)
 EW0928
 EW0928                          SUPERSEDED SURVEY CONTROL
 EW0928
 EW0928  NGVD 29 (??/??/92)  901.304  (m)         2957.03   (f) ADJ UNCH    2 0
 EW0928
 EW0928.Superseded values are not recommended for survey control.
 EW0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0928.See file dsdata.txt to determine how the superseded data were derived.
 EW0928
 EW0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU628466(NAD 83)
 EW0928_MARKER: DD = SURVEY DISK
 EW0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0928_SP_SET: CONCRETE LINING
 EW0928_STAMPING: MILE 317.9 B
 EW0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0928
 EW0928  HISTORY     - Date     Condition        Report By
 EW0928  HISTORY     - UNK      MONUMENTED       CADWR
 EW0928  HISTORY     - 1971     GOOD             NGS
 EW0928
 EW0928                          STATION DESCRIPTION
 EW0928
 EW0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0928'14.5 MI SE FROM PORTER TUNNEL.
 EW0928'14.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0928'PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH CONCRETE
 EW0928'LINING OF THE AQUEDUCT, 114.0 FEET WEST OF THE WEST WALL OF
 EW0928'OVERCHUTE 317.87, 22.5 FEET WEST OF THE CENTER OF A LADDER, AND ABOUT
 EW0928'15 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 29, T8N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1040 ***********************************************************************
 FT1040  DESIGNATION -  3172
 FT1040  PID         -  FT1040
 FT1040  STATE/COUNTY-  CA/KERN
 FT1040  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1040
 FT1040                         *CURRENT SURVEY CONTROL
 FT1040  ___________________________________________________________________
 FT1040* NAD 83(1986)-  35 31 10.     (N)    117 58 49.     (W)     SCALED    
 FT1040* NAVD 88     -       968.106  (meters)    3176.19   (feet)  ADJUSTED  
 FT1040  ___________________________________________________________________
 FT1040  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FT1040  DYNAMIC HT  -         966.983 (meters)    3172.51  (feet)  COMP
 FT1040  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 FT1040
 FT1040  VERT ORDER  -  FIRST     CLASS I
 FT1040
 FT1040.The horizontal coordinates were scaled from a topographic map and have
 FT1040.an estimated accuracy of +/- 6 seconds.
 FT1040
 FT1040.The orthometric height was determined by differential leveling
 FT1040.and adjusted in June 1991.
 FT1040
 FT1040.The geoid height was determined by GEOID03.
 FT1040
 FT1040.The dynamic height is computed by dividing the NAVD 88
 FT1040.geopotential number by the normal gravity value computed on the
 FT1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1040.degrees latitude (g = 980.6199 gals.).
 FT1040
 FT1040.The modeled gravity was interpolated from observed gravity values.
 FT1040
 FT1040;                    North         East    Units  Estimated Accuracy
 FT1040;SPC CA 5     -   724,020.    2,001,790.      MT  (+/- 180 meters Scaled)
 FT1040
 FT1040                          SUPERSEDED SURVEY CONTROL
 FT1040
 FT1040  NGVD 29 (??/??/92)  967.199  (m)         3173.22   (f) ADJ UNCH    1 1
 FT1040
 FT1040.Superseded values are not recommended for survey control.
 FT1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1040.See file dsdata.txt to determine how the superseded data were derived.
 FT1040
 FT1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV111310(NAD 83)
 FT1040_MARKER: P = PIPE CAP
 FT1040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT1040_SP_SET: SHALLOW-SET PIPE
 FT1040_STAMPING: RAF 3172 1905
 FT1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT1040
 FT1040  HISTORY     - Date     Condition        Report By
 FT1040  HISTORY     - 1905     MONUMENTED       USGS
 FT1040  HISTORY     - 1977     GOOD             NGS
 FT1040
 FT1040                          STATION DESCRIPTION
 FT1040
 FT1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1040'17.6 MI NW FROM CANTIL.
 FT1040'5.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT CANTIL,
 FT1040'THENCE 1.7 MILES NORTHWEST ALONG ABBOT ROAD, THENCE 2.7 MILES
 FT1040'NORTHWEST ALONG DOVE SPRINGS ROAD, THENCE 0.5 MILES NORTH ALONG DIRT
 FT1040'ROAD, THENCE 7.1 MILES NORTH ALONG OLD STAGE COACH LINE, 0.6 MILE
 FT1040'NORTH OF ROAD CROSSING, 19 FT. EAST OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0323 ***********************************************************************
 DY0323  DESIGNATION -  318 C OF LB
 DY0323  PID         -  DY0323
 DY0323  STATE/COUNTY-  CA/LOS ANGELES
 DY0323  USGS QUAD   -  LONG BEACH (1981)
 DY0323
 DY0323                         *CURRENT SURVEY CONTROL
 DY0323  ___________________________________________________________________
 DY0323* NAD 83(1986)-  33 48 08.     (N)    118 11 38.     (W)     SCALED    
 DY0323* NAVD 88     -         5.27   (+/-2cm)      17.3    (feet)  VERTCON   
 DY0323  ___________________________________________________________________
 DY0323  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0323  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0323
 DY0323.The horizontal coordinates were scaled from a topographic map and have
 DY0323.an estimated accuracy of +/- 6 seconds.
 DY0323
 DY0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0323.The vertical order pertains to the NGVD 29 superseded value.
 DY0323
 DY0323.The geoid height was determined by GEOID03.
 DY0323
 DY0323;                    North         East    Units  Estimated Accuracy
 DY0323;SPC CA 5     -   533,540.    1,982,050.      MT  (+/- 180 meters Scaled)
 DY0323
 DY0323                          SUPERSEDED SURVEY CONTROL
 DY0323
 DY0323  NGVD 29 (??/??/92)    4.489  (m)           14.73   (f) ADJ UNCH    1 2
 DY0323
 DY0323.Superseded values are not recommended for survey control.
 DY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0323.See file dsdata.txt to determine how the superseded data were derived.
 DY0323
 DY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT894408(NAD 83)
 DY0323_MARKER: DD = SURVEY DISK
 DY0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0323_STAMPING: LBBM NO 318
 DY0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0323+STABILITY: SURFACE MOTION
 DY0323
 DY0323  HISTORY     - Date     Condition        Report By
 DY0323  HISTORY     - UNK      MONUMENTED       CA1970
 DY0323  HISTORY     - 1961     GOOD             NGS
 DY0323
 DY0323                          STATION DESCRIPTION
 DY0323
 DY0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0323'AT LONG BEACH.
 DY0323'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF BURNETT
 DY0323'STREET AND PACIFIC AVENUE, 15.4 FEET NORTH OF THE NORTH CURB OF
 DY0323'THE STREET, 7.6 FEET EAST OF THE EAST CURB OF THE AVENUE, AND 1.3
 DY0323'FEET WEST OF THE WEST EDGE OF THE NORTH-AND-SOUTH SIDEWALK.  A
 DY0323'CITY OF LONG BEACH STANDARD DISK, STAMPED LBBM NO 318 AND SET IN
 DY0323'THE TOP OF A CONCRETE POST 0.9 FOOT UNDER GROUND, ACCESS TO WHICH
 DY0323'IS HAD THROUGH A 6-INCH IRON PIPE WITH A COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2987 ***********************************************************************
 EW2987  DESIGNATION -  318.1 C DWR
 EW2987  PID         -  EW2987
 EW2987  STATE/COUNTY-  CA/LOS ANGELES
 EW2987  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2987
 EW2987                         *CURRENT SURVEY CONTROL
 EW2987  ___________________________________________________________________
 EW2987* NAD 83(1986)-  34 45 14.     (N)    118 31 31.     (W)     SCALED    
 EW2987* NAVD 88     -       901.82   (+/-2cm)    2958.7    (feet)  VERTCON   
 EW2987  ___________________________________________________________________
 EW2987  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2987
 EW2987.The horizontal coordinates were scaled from a topographic map and have
 EW2987.an estimated accuracy of +/- 6 seconds.
 EW2987
 EW2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2987.The vertical order pertains to the NGVD 29 superseded value.
 EW2987
 EW2987.The geoid height was determined by GEOID03.
 EW2987
 EW2987;                    North         East    Units  Estimated Accuracy
 EW2987;SPC CA 5     -   639,210.    1,951,910.      MT  (+/- 180 meters Scaled)
 EW2987
 EW2987                          SUPERSEDED SURVEY CONTROL
 EW2987
 EW2987  NGVD 29 (??/??/92)  900.926  (m)         2955.79   (f) ADJ UNCH    2 0
 EW2987
 EW2987.Superseded values are not recommended for survey control.
 EW2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2987.See file dsdata.txt to determine how the superseded data were derived.
 EW2987
 EW2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU603468(NAD 83)
 EW2987_MARKER: DD = SURVEY DISK
 EW2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2987_STAMPING: 318.1 C B M 1968
 EW2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2987+STABILITY: SURFACE MOTION
 EW2987
 EW2987  HISTORY     - Date     Condition        Report By
 EW2987  HISTORY     - 1968     MONUMENTED       CADWR
 EW2987  HISTORY     - 1971     GOOD             NGS
 EW2987
 EW2987                          STATION DESCRIPTION
 EW2987
 EW2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2987'12.8 MI SE FROM PORTER TUNNEL.
 EW2987'12.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2987'SOUTH PORTAL OF THE PORTER TUNNEL, 135 FEET NORTHEAST OF THE
 EW2987'CENTER LINE OF THE NORTHEAST LEVEE ROAD, 49 FEET NORTH OF POWER
 EW2987'POLE 1786729E, 41.3 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW2987'FENCE, 41 FEET NORTHEAST OF A BRACE POST IN THE FENCE, 2.0 FEET
 EW2987'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 EW2987'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW2987'THE GROUND.  SECTION 25, T 8 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2984 ***********************************************************************
 EW2984  DESIGNATION -  318.6 C DWR
 EW2984  PID         -  EW2984
 EW2984  STATE/COUNTY-  CA/LOS ANGELES
 EW2984  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2984
 EW2984                         *CURRENT SURVEY CONTROL
 EW2984  ___________________________________________________________________
 EW2984* NAD 83(1986)-  34 45 00.     (N)    118 31 04.     (W)     SCALED    
 EW2984* NAVD 88     -       900.95   (+/-2cm)    2955.9    (feet)  VERTCON   
 EW2984  ___________________________________________________________________
 EW2984  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW2984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2984
 EW2984.The horizontal coordinates were scaled from a topographic map and have
 EW2984.an estimated accuracy of +/- 6 seconds.
 EW2984
 EW2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2984.The vertical order pertains to the NGVD 29 superseded value.
 EW2984
 EW2984.The geoid height was determined by GEOID03.
 EW2984
 EW2984;                    North         East    Units  Estimated Accuracy
 EW2984;SPC CA 5     -   638,780.    1,952,590.      MT  (+/- 180 meters Scaled)
 EW2984
 EW2984                          SUPERSEDED SURVEY CONTROL
 EW2984
 EW2984  NGVD 29 (??/??/92)  900.055  (m)         2952.93   (f) ADJ UNCH    2 0
 EW2984
 EW2984.Superseded values are not recommended for survey control.
 EW2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2984.See file dsdata.txt to determine how the superseded data were derived.
 EW2984
 EW2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU610463(NAD 83)
 EW2984_MARKER: DD = SURVEY DISK
 EW2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2984_STAMPING: 318.6 C BM 1968
 EW2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2984+STABILITY: SURFACE MOTION
 EW2984
 EW2984  HISTORY     - Date     Condition        Report By
 EW2984  HISTORY     - 1968     MONUMENTED       CADWR
 EW2984  HISTORY     - 1971     GOOD             NGS
 EW2984
 EW2984                          STATION DESCRIPTION
 EW2984
 EW2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2984'13.4 MI SE FROM PORTER TUNNEL.
 EW2984'13.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2984'SOUTH PORTAL OF THE PORTER TUNNEL, 116 FEET NORTH OF THE CENTER
 EW2984'LINE OF THE NORTH LEVEE ROAD, 1.0 FOOT NORTH OF THE NORTH
 EW2984'RIGHT-OF-WAY FENCE, 92 FEET NORTHEAST OF THE NORTH END OF THE
 EW2984'EAST CONCRETE WING WALL OF OVERCHUTE 316.70, 68 FEET EAST OF A
 EW2984'BRACE POST IN THE FENCE, 2.1 FEET NORTH OF A WITNESS POST, ABOUT
 EW2984'23 FEET LOWER THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP OF A
 EW2984'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 30,
 EW2984'T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0786 ***********************************************************************
 EW0786  DESIGNATION -  318.9 A DWR
 EW0786  PID         -  EW0786
 EW0786  STATE/COUNTY-  CA/LOS ANGELES
 EW0786  USGS QUAD   -  LAKE HUGHES (1995)
 EW0786
 EW0786                         *CURRENT SURVEY CONTROL
 EW0786  ___________________________________________________________________
 EW0786* NAD 83(1986)-  34 44 42.     (N)    118 29 05.     (W)     SCALED    
 EW0786* NAVD 88     -       905.81   (+/-2cm)    2971.8    (feet)  VERTCON   
 EW0786  ___________________________________________________________________
 EW0786  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0786
 EW0786.The horizontal coordinates were scaled from a topographic map and have
 EW0786.an estimated accuracy of +/- 6 seconds.
 EW0786
 EW0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0786.The vertical order pertains to the NGVD 29 superseded value.
 EW0786
 EW0786.The geoid height was determined by GEOID03.
 EW0786
 EW0786;                    North         East    Units  Estimated Accuracy
 EW0786;SPC CA 5     -   638,210.    1,955,620.      MT  (+/- 180 meters Scaled)
 EW0786
 EW0786                          SUPERSEDED SURVEY CONTROL
 EW0786
 EW0786  NGVD 29 (??/??/92)  904.918  (m)         2968.89   (f) ADJ UNCH    2 0
 EW0786
 EW0786.Superseded values are not recommended for survey control.
 EW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0786.See file dsdata.txt to determine how the superseded data were derived.
 EW0786
 EW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU640457(NAD 83)
 EW0786_MARKER: DD = SURVEY DISK
 EW0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0786_SP_SET: WALL
 EW0786_STAMPING: 318.9 A 1971
 EW0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0786
 EW0786  HISTORY     - Date     Condition        Report By
 EW0786  HISTORY     - 1971     MONUMENTED       CADWR
 EW0786  HISTORY     - 1971     GOOD             NGS
 EW0786
 EW0786                          STATION DESCRIPTION
 EW0786
 EW0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0786'15.5 MI SE FROM PORTER TUNNEL.
 EW0786'15.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0786'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHWEST
 EW0786'CONCRETE WALL OF CONCRETE OVERCHUTE 318.86, 10.7 FEET SOUTHWEST
 EW0786'OF THE NORTHEAST END OF THE WALL, 8.9 FEET SOUTHWEST OF THE WEST
 EW0786'END OF A GUARDRAIL, AND ABOUT 5 FEET LOWER THAN THE EAST LEVEE
 EW0786'ROAD.  SECTION 32, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0785 ***********************************************************************
 EW0785  DESIGNATION -  318.9 B DWR
 EW0785  PID         -  EW0785
 EW0785  STATE/COUNTY-  CA/LOS ANGELES
 EW0785  USGS QUAD   -  LAKE HUGHES (1995)
 EW0785
 EW0785                         *CURRENT SURVEY CONTROL
 EW0785  ___________________________________________________________________
 EW0785* NAD 83(1986)-  34 44 42.     (N)    118 29 07.     (W)     SCALED    
 EW0785* NAVD 88     -       902.16   (+/-2cm)    2959.8    (feet)  VERTCON   
 EW0785  ___________________________________________________________________
 EW0785  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0785
 EW0785.The horizontal coordinates were scaled from a topographic map and have
 EW0785.an estimated accuracy of +/- 6 seconds.
 EW0785
 EW0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0785.The vertical order pertains to the NGVD 29 superseded value.
 EW0785
 EW0785.The geoid height was determined by GEOID03.
 EW0785
 EW0785;                    North         East    Units  Estimated Accuracy
 EW0785;SPC CA 5     -   638,210.    1,955,570.      MT  (+/- 180 meters Scaled)
 EW0785
 EW0785                          SUPERSEDED SURVEY CONTROL
 EW0785
 EW0785  NGVD 29 (??/??/92)  901.268  (m)         2956.91   (f) ADJ UNCH    2 0
 EW0785
 EW0785.Superseded values are not recommended for survey control.
 EW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0785.See file dsdata.txt to determine how the superseded data were derived.
 EW0785
 EW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU640457(NAD 83)
 EW0785_MARKER: DD = SURVEY DISK
 EW0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0785_SP_SET: CONCRETE LINING
 EW0785_STAMPING: MILE 318.9 B
 EW0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0785
 EW0785  HISTORY     - Date     Condition        Report By
 EW0785  HISTORY     - UNK      MONUMENTED       CADWR
 EW0785  HISTORY     - 1971     GOOD             NGS
 EW0785
 EW0785                          STATION DESCRIPTION
 EW0785
 EW0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0785'15.5 MI SE FROM PORTER TUNNEL.
 EW0785'15.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0785'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0785'CONCRETE LINING OF THE AQUEDUCT, 92.0 FEET NORTHWEST OF THE
 EW0785'NORTHWEST WALL OF OVERCHUTE 318.86, 8.5 FEET NORTHWEST OF THE
 EW0785'CENTER OF A LADDER, AND ABOUT 15 FEET LOWER THAN THE NORTHEAST
 EW0785'LEVEE ROAD.  SECTION 32, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0220 ***********************************************************************
 DC0220  DESIGNATION -  3182.2 USE
 DC0220  PID         -  DC0220
 DC0220  STATE/COUNTY-  CA/SAN DIEGO
 DC0220  USGS QUAD   -  CAMERON CORNERS (1988)
 DC0220
 DC0220                         *CURRENT SURVEY CONTROL
 DC0220  ___________________________________________________________________
 DC0220* NAD 83(1986)-  32 40 53.     (N)    116 29 20.     (W)     SCALED    
 DC0220* NAVD 88     -       970.69   (+/-2cm)    3184.7    (feet)  VERTCON   
 DC0220  ___________________________________________________________________
 DC0220  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DC0220  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0220
 DC0220.The horizontal coordinates were scaled from a topographic map and have
 DC0220.an estimated accuracy of +/- 6 seconds.
 DC0220
 DC0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0220.The vertical order pertains to the NGVD 29 superseded value.
 DC0220
 DC0220.The geoid height was determined by GEOID03.
 DC0220
 DC0220;                    North         East    Units  Estimated Accuracy
 DC0220;SPC CA 6     -   557,110.    1,977,600.      MT  (+/- 180 meters Scaled)
 DC0220
 DC0220                          SUPERSEDED SURVEY CONTROL
 DC0220
 DC0220  NGVD 29 (??/??/??)  969.951  (m)         3182.25   (f) ADJUSTED    1 2
 DC0220
 DC0220.Superseded values are not recommended for survey control.
 DC0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0220.See file dsdata.txt to determine how the superseded data were derived.
 DC0220
 DC0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS479160(NAD 83)
 DC0220_MARKER: Q = CHISELED SQUARE
 DC0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0220_SP_SET: CULVERT
 DC0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0220
 DC0220  HISTORY     - Date     Condition        Report By
 DC0220  HISTORY     - UNK      MONUMENTED       CA-073
 DC0220  HISTORY     - 1941     GOOD             CA-073
 DC0220  HISTORY     - 1970     GOOD             CA-073
 DC0220
 DC0220                          STATION DESCRIPTION
 DC0220
 DC0220'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1941
 DC0220'AT CAMERON CORNERS.
 DC0220'4.9 MI S JUNCTION BEAR VALLEY-CORTE MADERA TT WITH BUCKMAN SPRINGS
 DC0220'RD ON BUCK SPRING RD.  2.4 N JUNCTION LAKE MORENA DR AND BUCK
 DC0220'SPRING RD.  0.6 MI S ON BUCK SPRING FARM JUNCTION WITH OAK DR. 125
 DC0220'FT N T POLE 641075 H 17 FT W CENTERLINE RD CEN TO TOP CONCRETE
 DC0220'CULVERT HEADWALL CHISELED SQUARE.  SET STEEL FENCEPOST MARKER
 DC0220'NEARBY.  T17S R5E 20
 DC0220
 DC0220                          STATION RECOVERY (1970)
 DC0220
 DC0220'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0322 ***********************************************************************
 DY0322  DESIGNATION -  319 C OF LB
 DY0322  PID         -  DY0322
 DY0322  STATE/COUNTY-  CA/LOS ANGELES
 DY0322  USGS QUAD   -  LONG BEACH (1981)
 DY0322
 DY0322                         *CURRENT SURVEY CONTROL
 DY0322  ___________________________________________________________________
 DY0322* NAD 83(1986)-  33 48 04.     (N)    118 11 49.     (W)     SCALED    
 DY0322* NAVD 88     -         5.19   (+/-2cm)      17.0    (feet)  VERTCON   
 DY0322  ___________________________________________________________________
 DY0322  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0322  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0322
 DY0322.The horizontal coordinates were scaled from a topographic map and have
 DY0322.an estimated accuracy of +/- 6 seconds.
 DY0322
 DY0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0322.The vertical order pertains to the NGVD 29 superseded value.
 DY0322
 DY0322.The geoid height was determined by GEOID03.
 DY0322
 DY0322;                    North         East    Units  Estimated Accuracy
 DY0322;SPC CA 5     -   533,420.    1,981,760.      MT  (+/- 180 meters Scaled)
 DY0322
 DY0322                          SUPERSEDED SURVEY CONTROL
 DY0322
 DY0322  NGVD 29 (??/??/92)    4.410  (m)           14.47   (f) ADJ UNCH    1 2
 DY0322
 DY0322.Superseded values are not recommended for survey control.
 DY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0322.See file dsdata.txt to determine how the superseded data were derived.
 DY0322
 DY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT892407(NAD 83)
 DY0322_MARKER: DD = SURVEY DISK
 DY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0322_STAMPING: LBBM NO 319
 DY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0322+STABILITY: SURFACE MOTION
 DY0322
 DY0322  HISTORY     - Date     Condition        Report By
 DY0322  HISTORY     - UNK      MONUMENTED       CA1970
 DY0322  HISTORY     - 1961     GOOD             NGS
 DY0322
 DY0322                          STATION DESCRIPTION
 DY0322
 DY0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0322'AT LONG BEACH.
 DY0322'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF
 DY0322'EUCALYPTUS AVENUE AND BURNETT STREET, 15.9 FEET NORTH OF THE
 DY0322'NORTH CURB OF THE STREET, 6 FEET WEST OF THE WEST CURB OF THE
 DY0322'AVENUE, AND AT THE EAST EDGE OF THE NORTH-AND-SOUTH SIDEWALK.
 DY0322'A CITY OF LONG BEACH STANDARD DISK, STAMPED LBBM NO 319 AND
 DY0322'SET IN THE TOP OF A CONCRETE POST 0.3 FOOT LOWER THAN SIDEWALK
 DY0322'LEVEL, ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE WITH
 DY0322'A COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2991 ***********************************************************************
 EW2991  DESIGNATION -  319.2 C DWR
 EW2991  PID         -  EW2991
 EW2991  STATE/COUNTY-  CA/LOS ANGELES
 EW2991  USGS QUAD   -  NEENACH SCHOOL (1995)
 EW2991
 EW2991                         *CURRENT SURVEY CONTROL
 EW2991  ___________________________________________________________________
 EW2991* NAD 83(1986)-  34 45 10.     (N)    118 30 31.     (W)     SCALED    
 EW2991* NAVD 88     -       900.72   (+/-2cm)    2955.1    (feet)  VERTCON   
 EW2991  ___________________________________________________________________
 EW2991  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW2991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW2991
 EW2991.The horizontal coordinates were scaled from a topographic map and have
 EW2991.an estimated accuracy of +/- 6 seconds.
 EW2991
 EW2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2991.The vertical order pertains to the NGVD 29 superseded value.
 EW2991
 EW2991.The geoid height was determined by GEOID03.
 EW2991
 EW2991;                    North         East    Units  Estimated Accuracy
 EW2991;SPC CA 5     -   639,080.    1,953,430.      MT  (+/- 180 meters Scaled)
 EW2991
 EW2991                          SUPERSEDED SURVEY CONTROL
 EW2991
 EW2991  NGVD 29 (??/??/92)  899.831  (m)         2952.20   (f) ADJ UNCH    2 0
 EW2991
 EW2991.Superseded values are not recommended for survey control.
 EW2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2991.See file dsdata.txt to determine how the superseded data were derived.
 EW2991
 EW2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU619466(NAD 83)
 EW2991_MARKER: DD = SURVEY DISK
 EW2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2991_STAMPING: 319.2 C B M 1968
 EW2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2991+STABILITY: SURFACE MOTION
 EW2991
 EW2991  HISTORY     - Date     Condition        Report By
 EW2991  HISTORY     - 1968     MONUMENTED       CADWR
 EW2991  HISTORY     - 1971     GOOD             NGS
 EW2991
 EW2991                          STATION DESCRIPTION
 EW2991
 EW2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW2991'14 MI SE FROM PORTER TUNNEL.
 EW2991'13.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW2991'SOUTH PORTAL OF THE PORTER TUNNEL, 156 FEET NORTH OF THE CENTER
 EW2991'LINE OF THE NORTH LEVEE ROAD, 1.0 FOOT NORTH OF THE NORTH
 EW2991'RIGHT-OF-WAY FENCE, 164 FEET WEST OF A BRACE POST IN THE FENCE,
 EW2991'2.3 FEET EAST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE
 EW2991'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW2991'ABOVE THE GROUND.  SECTION 30, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0777 ***********************************************************************
 EW0777  DESIGNATION -  319.7 A DWR
 EW0777  PID         -  EW0777
 EW0777  STATE/COUNTY-  CA/LOS ANGELES
 EW0777  USGS QUAD   -  LAKE HUGHES (1995)
 EW0777
 EW0777                         *CURRENT SURVEY CONTROL
 EW0777  ___________________________________________________________________
 EW0777* NAD 83(1986)-  34 44 10.     (N)    118 28 39.     (W)     SCALED    
 EW0777* NAVD 88     -       906.21   (+/-2cm)    2973.1    (feet)  VERTCON   
 EW0777  ___________________________________________________________________
 EW0777  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0777
 EW0777.The horizontal coordinates were scaled from a topographic map and have
 EW0777.an estimated accuracy of +/- 6 seconds.
 EW0777
 EW0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0777.The vertical order pertains to the NGVD 29 superseded value.
 EW0777
 EW0777.The geoid height was determined by GEOID03.
 EW0777
 EW0777;                    North         East    Units  Estimated Accuracy
 EW0777;SPC CA 5     -   637,220.    1,956,270.      MT  (+/- 180 meters Scaled)
 EW0777
 EW0777                          SUPERSEDED SURVEY CONTROL
 EW0777
 EW0777  NGVD 29 (??/??/92)  905.321  (m)         2970.21   (f) ADJ UNCH    2 0
 EW0777
 EW0777.Superseded values are not recommended for survey control.
 EW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0777.See file dsdata.txt to determine how the superseded data were derived.
 EW0777
 EW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU647447(NAD 83)
 EW0777_MARKER: DD = SURVEY DISK
 EW0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0777_SP_SET: WALL
 EW0777_STAMPING: 319.7 A 1971
 EW0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0777
 EW0777  HISTORY     - Date     Condition        Report By
 EW0777  HISTORY     - 1971     MONUMENTED       CADWR
 EW0777  HISTORY     - 1971     GOOD             NGS
 EW0777
 EW0777                          STATION DESCRIPTION
 EW0777
 EW0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0777'16.3 MI SE FROM PORTER TUNNEL.
 EW0777'16.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0777'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE WEST
 EW0777'CONCRETE WALL OF CONCRETE OVERCHUTE 319.66, 15.0 FEET SOUTH
 EW0777'OF THE NORTH END OF THE WALL, 12.2 FEET SOUTH OF THE SOUTH END
 EW0777'OF A GUARDRAIL, AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE
 EW0777'ROAD.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0776 ***********************************************************************
 EW0776  DESIGNATION -  319.7 AA DWR
 EW0776  PID         -  EW0776
 EW0776  STATE/COUNTY-  CA/LOS ANGELES
 EW0776  USGS QUAD   -  LAKE HUGHES (1995)
 EW0776
 EW0776                         *CURRENT SURVEY CONTROL
 EW0776  ___________________________________________________________________
 EW0776* NAD 83(1986)-  34 44 10.     (N)    118 28 33.     (W)     SCALED    
 EW0776* NAVD 88     -       903.91   (+/-2cm)    2965.6    (feet)  VERTCON   
 EW0776  ___________________________________________________________________
 EW0776  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0776
 EW0776.The horizontal coordinates were scaled from a topographic map and have
 EW0776.an estimated accuracy of +/- 6 seconds.
 EW0776
 EW0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0776.The vertical order pertains to the NGVD 29 superseded value.
 EW0776
 EW0776.The geoid height was determined by GEOID03.
 EW0776
 EW0776;                    North         East    Units  Estimated Accuracy
 EW0776;SPC CA 5     -   637,220.    1,956,430.      MT  (+/- 180 meters Scaled)
 EW0776
 EW0776                          SUPERSEDED SURVEY CONTROL
 EW0776
 EW0776  NGVD 29 (??/??/92)  903.022  (m)         2962.66   (f) ADJ UNCH    2 0
 EW0776
 EW0776.Superseded values are not recommended for survey control.
 EW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0776.See file dsdata.txt to determine how the superseded data were derived.
 EW0776
 EW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU648447(NAD 83)
 EW0776_MARKER: DD = SURVEY DISK
 EW0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0776_SP_SET: BRIDGE ABUTMENT
 EW0776_STAMPING: 319.7 AA 1971
 EW0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0776
 EW0776  HISTORY     - Date     Condition        Report By
 EW0776  HISTORY     - 1971     MONUMENTED       CADWR
 EW0776  HISTORY     - 1971     GOOD             NGS
 EW0776
 EW0776                          STATION DESCRIPTION
 EW0776
 EW0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0776'16.4 MI SE FROM PORTER TUNNEL.
 EW0776'16.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0776'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0776'CONCRETE ABUTMENT OF CHECK STRUCTURE 45-319.74, 10.4 FEET WEST
 EW0776'OF THE EAST END OF THE ABUTMENT, 2 1/2 FEET WEST OF THE CENTER
 EW0776'OF A CONCRETE WALKWAY, AND ABOUT LEVEL WITH THE LEVEE ROAD.
 EW0776'SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0778 ***********************************************************************
 EW0778  DESIGNATION -  319.7 B DWR
 EW0778  PID         -  EW0778
 EW0778  STATE/COUNTY-  CA/LOS ANGELES
 EW0778  USGS QUAD   -  LAKE HUGHES (1995)
 EW0778
 EW0778                         *CURRENT SURVEY CONTROL
 EW0778  ___________________________________________________________________
 EW0778* NAD 83(1986)-  34 44 10.     (N)    118 28 41.     (W)     SCALED    
 EW0778* NAVD 88     -       902.05   (+/-2cm)    2959.5    (feet)  VERTCON   
 EW0778  ___________________________________________________________________
 EW0778  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0778
 EW0778.The horizontal coordinates were scaled from a topographic map and have
 EW0778.an estimated accuracy of +/- 6 seconds.
 EW0778
 EW0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0778.The vertical order pertains to the NGVD 29 superseded value.
 EW0778
 EW0778.The geoid height was determined by GEOID03.
 EW0778
 EW0778;                    North         East    Units  Estimated Accuracy
 EW0778;SPC CA 5     -   637,220.    1,956,220.      MT  (+/- 180 meters Scaled)
 EW0778
 EW0778                          SUPERSEDED SURVEY CONTROL
 EW0778
 EW0778  NGVD 29 (??/??/92)  901.164  (m)         2956.57   (f) ADJ UNCH    2 0
 EW0778
 EW0778.Superseded values are not recommended for survey control.
 EW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0778.See file dsdata.txt to determine how the superseded data were derived.
 EW0778
 EW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU646447(NAD 83)
 EW0778_MARKER: DD = SURVEY DISK
 EW0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0778_SP_SET: CONCRETE LINING
 EW0778_STAMPING: MILE 319.7 B
 EW0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0778
 EW0778  HISTORY     - Date     Condition        Report By
 EW0778  HISTORY     - UNK      MONUMENTED       CADWR
 EW0778  HISTORY     - 1971     GOOD             NGS
 EW0778
 EW0778                          STATION DESCRIPTION
 EW0778
 EW0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0778'16.3 MI SE FROM PORTER TUNNEL.
 EW0778'16.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0778'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0778'CONCRETE LINING OF THE AQUEDUCT, 101.0 FEET WEST OF THE WEST
 EW0778'WALL OF OVERCHUTE STRUCTURE 319.66, 6.5 FEET WEST OF THE CENTER
 EW0778'OF A LADDER, AND ABOUT 15 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0778'SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0775 ***********************************************************************
 EW0775  DESIGNATION -  319.7 BB DWR
 EW0775  PID         -  EW0775
 EW0775  STATE/COUNTY-  CA/LOS ANGELES
 EW0775  USGS QUAD   -  LAKE HUGHES (1995)
 EW0775
 EW0775                         *CURRENT SURVEY CONTROL
 EW0775  ___________________________________________________________________
 EW0775* NAD 83(1986)-  34 44 10.     (N)    118 28 33.     (W)     SCALED    
 EW0775* NAVD 88     -       902.10   (+/-2cm)    2959.6    (feet)  VERTCON   
 EW0775  ___________________________________________________________________
 EW0775  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0775
 EW0775.The horizontal coordinates were scaled from a topographic map and have
 EW0775.an estimated accuracy of +/- 6 seconds.
 EW0775
 EW0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0775.The vertical order pertains to the NGVD 29 superseded value.
 EW0775
 EW0775.The geoid height was determined by GEOID03.
 EW0775
 EW0775;                    North         East    Units  Estimated Accuracy
 EW0775;SPC CA 5     -   637,220.    1,956,430.      MT  (+/- 180 meters Scaled)
 EW0775
 EW0775                          SUPERSEDED SURVEY CONTROL
 EW0775
 EW0775  NGVD 29 (??/??/92)  901.209  (m)         2956.72   (f) ADJ UNCH    2 0
 EW0775
 EW0775.Superseded values are not recommended for survey control.
 EW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0775.See file dsdata.txt to determine how the superseded data were derived.
 EW0775
 EW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU648447(NAD 83)
 EW0775_MARKER: DD = SURVEY DISK
 EW0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0775_SP_SET: CONCRETE LINING
 EW0775_STAMPING: MILE 319.7 BB
 EW0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0775
 EW0775  HISTORY     - Date     Condition        Report By
 EW0775  HISTORY     - UNK      MONUMENTED       CADWR
 EW0775  HISTORY     - 1971     GOOD             NGS
 EW0775
 EW0775                          STATION DESCRIPTION
 EW0775
 EW0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0775'16.4 MI SE FROM PORTER TUNNEL.
 EW0775'16.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0775'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0775'CONCRETE LINING OF THE AQUEDUCT, 67.0 FEET WEST OF THE NORTHWEST
 EW0775'END OF THE GUARDRAIL OF CHECK STRUCTURE 319.74, 30.3 FEET WEST
 EW0775'OF THE CENTER OF A LADDER, AND ABOUT 5 FEET LOWER THAN THE
 EW0775'NORTH LEVEE ROAD.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0780 ***********************************************************************
 EW0780  DESIGNATION -  319.8 A DWR
 EW0780  PID         -  EW0780
 EW0780  STATE/COUNTY-  CA/LOS ANGELES
 EW0780  USGS QUAD   -  LAKE HUGHES (1995)
 EW0780
 EW0780                         *CURRENT SURVEY CONTROL
 EW0780  ___________________________________________________________________
 EW0780* NAD 83(1986)-  34 44 10.     (N)    118 28 30.     (W)     SCALED    
 EW0780* NAVD 88     -       905.36   (+/-2cm)    2970.3    (feet)  VERTCON   
 EW0780  ___________________________________________________________________
 EW0780  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0780
 EW0780.The horizontal coordinates were scaled from a topographic map and have
 EW0780.an estimated accuracy of +/- 6 seconds.
 EW0780
 EW0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0780.The vertical order pertains to the NGVD 29 superseded value.
 EW0780
 EW0780.The geoid height was determined by GEOID03.
 EW0780
 EW0780;                    North         East    Units  Estimated Accuracy
 EW0780;SPC CA 5     -   637,220.    1,956,500.      MT  (+/- 180 meters Scaled)
 EW0780
 EW0780                          SUPERSEDED SURVEY CONTROL
 EW0780
 EW0780  NGVD 29 (??/??/92)  904.466  (m)         2967.40   (f) ADJ UNCH    2 0
 EW0780
 EW0780.Superseded values are not recommended for survey control.
 EW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0780.See file dsdata.txt to determine how the superseded data were derived.
 EW0780
 EW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU649447(NAD 83)
 EW0780_MARKER: DD = SURVEY DISK
 EW0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0780_SP_SET: SIDEWALK
 EW0780_STAMPING: 319.8 A 1971
 EW0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0780
 EW0780  HISTORY     - Date     Condition        Report By
 EW0780  HISTORY     - 1971     MONUMENTED       CADWR
 EW0780  HISTORY     - 1971     GOOD             NGS
 EW0780
 EW0780                          STATION DESCRIPTION
 EW0780
 EW0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0780'16.4 MI SE FROM PORTER TUNNEL.
 EW0780'16.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0780'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 1.0 FOOT SOUTH
 EW0780'OF THE NORTH END OF THE WEST CONCRETE WALKWAY OF 195TH STREET
 EW0780'WEST BRIDGE 319.79, 19 FEET WEST OF THE CENTER LINE OF THE
 EW0780'STREET, 4.3 FEET WEST OF THE EAST EDGE OF THE WALKWAY, AND ABOUT
 EW0780'1 FOOT HIGHER THAN THE STREET.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0779 ***********************************************************************
 EW0779  DESIGNATION -  319.8 B DWR
 EW0779  PID         -  EW0779
 EW0779  STATE/COUNTY-  CA/LOS ANGELES
 EW0779  USGS QUAD   -  LAKE HUGHES (1995)
 EW0779
 EW0779                         *CURRENT SURVEY CONTROL
 EW0779  ___________________________________________________________________
 EW0779* NAD 83(1986)-  34 44 11.     (N)    118 28 30.     (W)     SCALED    
 EW0779* NAVD 88     -       902.06   (+/-2cm)    2959.5    (feet)  VERTCON   
 EW0779  ___________________________________________________________________
 EW0779  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0779
 EW0779.The horizontal coordinates were scaled from a topographic map and have
 EW0779.an estimated accuracy of +/- 6 seconds.
 EW0779
 EW0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0779.The vertical order pertains to the NGVD 29 superseded value.
 EW0779
 EW0779.The geoid height was determined by GEOID03.
 EW0779
 EW0779;                    North         East    Units  Estimated Accuracy
 EW0779;SPC CA 5     -   637,250.    1,956,500.      MT  (+/- 180 meters Scaled)
 EW0779
 EW0779                          SUPERSEDED SURVEY CONTROL
 EW0779
 EW0779  NGVD 29 (??/??/92)  901.175  (m)         2956.61   (f) ADJ UNCH    2 0
 EW0779
 EW0779.Superseded values are not recommended for survey control.
 EW0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0779.See file dsdata.txt to determine how the superseded data were derived.
 EW0779
 EW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU649448(NAD 83)
 EW0779_MARKER: DD = SURVEY DISK
 EW0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0779_SP_SET: CONCRETE LINING
 EW0779_STAMPING: MILE 319.8 B
 EW0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0779
 EW0779  HISTORY     - Date     Condition        Report By
 EW0779  HISTORY     - UNK      MONUMENTED       CADWR
 EW0779  HISTORY     - 1971     GOOD             NGS
 EW0779
 EW0779                          STATION DESCRIPTION
 EW0779
 EW0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0779'16.4 MI SE FROM PORTER TUNNEL.
 EW0779'16.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0779'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0779'CONCRETE LINING OF THE AQUEDUCT, 93.0 FEET WEST OF THE NORTH
 EW0779'END OF THE 195TH STREET WEST BRIDGE NO. 319.79, 34 FEET EAST
 EW0779'OF THE CENTER OF A LADDER, AND ABOUT 5 FEET LOWER THAN THE
 EW0779'NORTH LEVEE ROAD.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0927 ***********************************************************************
 EW0927  DESIGNATION -  319.8 C DWR
 EW0927  PID         -  EW0927
 EW0927  STATE/COUNTY-  CA/LOS ANGELES
 EW0927  USGS QUAD   -  FAIRMONT BUTTE (1995)
 EW0927
 EW0927                         *CURRENT SURVEY CONTROL
 EW0927  ___________________________________________________________________
 EW0927* NAD 83(1986)-  34 45 10.     (N)    118 29 50.     (W)     SCALED    
 EW0927* NAVD 88     -       901.16   (+/-2cm)    2956.6    (feet)  VERTCON   
 EW0927  ___________________________________________________________________
 EW0927  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0927  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0927
 EW0927.The horizontal coordinates were scaled from a topographic map and have
 EW0927.an estimated accuracy of +/- 6 seconds.
 EW0927
 EW0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0927.The vertical order pertains to the NGVD 29 superseded value.
 EW0927
 EW0927.The geoid height was determined by GEOID03.
 EW0927
 EW0927;                    North         East    Units  Estimated Accuracy
 EW0927;SPC CA 5     -   639,080.    1,954,480.      MT  (+/- 180 meters Scaled)
 EW0927
 EW0927                          SUPERSEDED SURVEY CONTROL
 EW0927
 EW0927  NGVD 29 (??/??/92)  900.268  (m)         2953.63   (f) ADJ UNCH    2 0
 EW0927
 EW0927.Superseded values are not recommended for survey control.
 EW0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0927.See file dsdata.txt to determine how the superseded data were derived.
 EW0927
 EW0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU629466(NAD 83)
 EW0927_MARKER: DD = SURVEY DISK
 EW0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0927_STAMPING: 319.8 C B M 1968
 EW0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0927+STABILITY: SURFACE MOTION
 EW0927
 EW0927  HISTORY     - Date     Condition        Report By
 EW0927  HISTORY     - 1968     MONUMENTED       CADWR
 EW0927  HISTORY     - 1971     GOOD             NGS
 EW0927
 EW0927                          STATION DESCRIPTION
 EW0927
 EW0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0927'14.5 MI SE FROM PORTER TUNNEL.
 EW0927'14.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0927'PORTAL OF THE PORTER TUNNEL, 116 FEET NORTH OF THE CENTER LINE OF
 EW0927'THE NORTH LEVEE ROAD, 81.3 FEET NORTHWEST OF THE NORTH END OF THE
 EW0927'WEST CONCRETE WING WALL OF OVERCHUTE 317.87, 0.8 FOOT NORTH OF THE
 EW0927'NORTH RIGHT-OF-WAY FENCE, 1.8 FEET EAST OF A WITNESS POST, ABOUT
 EW0927'20 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0927'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 29, T8N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1760 ***********************************************************************
 EW1760  DESIGNATION -  319.819 C OF LA
 EW1760  PID         -  EW1760
 EW1760  STATE/COUNTY-  CA/LOS ANGELES
 EW1760  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1760
 EW1760                         *CURRENT SURVEY CONTROL
 EW1760  ___________________________________________________________________
 EW1760* NAD 83(1986)-  34 03 31.     (N)    118 26 33.     (W)     SCALED    
 EW1760* NAVD 88     -        98.28   (+/-2cm)     322.4    (feet)  VERTCON   
 EW1760  ___________________________________________________________________
 EW1760  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EW1760  VERT ORDER  -  THIRD (See Below)
 EW1760
 EW1760.The horizontal coordinates were scaled from a topographic map and have
 EW1760.an estimated accuracy of +/- 6 seconds.
 EW1760
 EW1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1760.The vertical order pertains to the NGVD 29 superseded value.
 EW1760
 EW1760.The geoid height was determined by GEOID03.
 EW1760
 EW1760;                    North         East    Units  Estimated Accuracy
 EW1760;SPC CA 5     -   562,050.    1,959,150.      MT  (+/- 180 meters Scaled)
 EW1760
 EW1760                          SUPERSEDED SURVEY CONTROL
 EW1760
 EW1760  NGVD 29 (??/??/??)   97.51   (m)          319.9    (f) RESET       3  
 EW1760
 EW1760.Superseded values are not recommended for survey control.
 EW1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1760.See file dsdata.txt to determine how the superseded data were derived.
 EW1760
 EW1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT668695(NAD 83)
 EW1760_MARKER: S = SPIKE
 EW1760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1760_SP_SET: CATCH BASIN
 EW1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1760
 EW1760  HISTORY     - Date     Condition        Report By
 EW1760  HISTORY     - UNK      MONUMENTED       CA1980
 EW1760  HISTORY     - 1945     GOOD             NGS
 EW1760
 EW1760                          STATION DESCRIPTION
 EW1760
 EW1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1760'AT LOS ANGELES.
 EW1760'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1760'GLENDON AVENUE.  LOCATED IN THE NORTH WEST CORNER OF CATCH BASIN,
 EW1760'0.7 FOOT SOUTH OF SOUTH CURB OF WILSHIRE BOULEVARD, AND 38.2
 EW1760'FEET EAST OF EAST CURBLINE OF GLENDON AVENUE (MEASURED ALONG SOUTH
 EW1760'CURBLINE OF WILSHIRE BOULEVARD.)  A CUT SPIKE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1428 ***********************************************************************
 EV1428  DESIGNATION -  3190 SB
 EV1428  PID         -  EV1428
 EV1428  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1428  USGS QUAD   -  HESPERIA (1980)
 EV1428
 EV1428                         *CURRENT SURVEY CONTROL
 EV1428  ___________________________________________________________________
 EV1428* NAD 83(1986)-  34 25 29.     (N)    117 18 05.     (W)     SCALED    
 EV1428* NAVD 88     -       973.53   (+/-2cm)    3194.0    (feet)  VERTCON   
 EV1428  ___________________________________________________________________
 EV1428  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV1428  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1428
 EV1428.The horizontal coordinates were scaled from a topographic map and have
 EV1428.an estimated accuracy of +/- 6 seconds.
 EV1428
 EV1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1428.The vertical order pertains to the NGVD 29 superseded value.
 EV1428
 EV1428.The geoid height was determined by GEOID03.
 EV1428
 EV1428;                    North         East    Units  Estimated Accuracy
 EV1428;SPC CA 5     -   602,800.    2,064,210.      MT  (+/- 180 meters Scaled)
 EV1428
 EV1428                          SUPERSEDED SURVEY CONTROL
 EV1428
 EV1428  NGVD 29 (??/??/92)  972.66   (m)         3191.1    (f) COMPUTED    1 2
 EV1428
 EV1428.Superseded values are not recommended for survey control.
 EV1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1428.See file dsdata.txt to determine how the superseded data were derived.
 EV1428
 EV1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU723092(NAD 83)
 EV1428_MARKER: P = PIPE CAP
 EV1428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV1428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV1428_STAMPING: 3190 SB
 EV1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1428
 EV1428  HISTORY     - Date     Condition        Report By
 EV1428  HISTORY     - UNK      MONUMENTED       USGS
 EV1428  HISTORY     - 1961     GOOD             NGS
 EV1428  HISTORY     - 1978     POOR             NGS
 EV1428
 EV1428                          STATION DESCRIPTION
 EV1428
 EV1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV1428'AT HESPERIA.
 EV1428'AT HESPERIA, 102.8 FEET WEST OF AND ACROSS HESPERIA ROAD FROM
 EV1428'THE NORTHWEST CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1428'STATION, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 11.6
 EV1428'FEET EAST OF THE NORTHEAST CORNER OF AN ABANDONED BRICK BUILDING,
 EV1428'4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE WALK IN
 EV1428'FRONT OF BUILDING, ABOUT LEVEL WITH THE TRACKS, ABOUT 2 FEET
 EV1428'HIGHER THAN THE ROAD, AND SCREWED ON THE TOP OF A 3 1/2-INCH
 EV1428'IRON PIPE PROJECTING 1.1 FEET ABOVE THE GROUND.
 EV1428
 EV1428                          STATION RECOVERY (1978)
 EV1428
 EV1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1428'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0391 ***********************************************************************
 LT0391  DESIGNATION -  3195.2 USGS
 LT0391  PID         -  LT0391
 LT0391  STATE/COUNTY-  CA/SHASTA
 LT0391  USGS QUAD   -  CASSEL (1995)
 LT0391
 LT0391                         *CURRENT SURVEY CONTROL
 LT0391  ___________________________________________________________________
 LT0391* NAD 83(1986)-  40 53 57.     (N)    121 32 48.     (W)     SCALED    
 LT0391* NAVD 88     -       975.09   (+/-2cm)    3199.1    (feet)  VERTCON   
 LT0391  ___________________________________________________________________
 LT0391  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LT0391  VERT ORDER  -  ? (See Below)
 LT0391
 LT0391.The horizontal coordinates were scaled from a topographic map and have
 LT0391.an estimated accuracy of +/- 6 seconds.
 LT0391
 LT0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0391.The vertical order pertains to the NGVD 29 superseded value.
 LT0391
 LT0391.The geoid height was determined by GEOID03.
 LT0391
 LT0391;                    North         East    Units  Estimated Accuracy
 LT0391;SPC CA 1     -   673,970.    2,038,200.      MT  (+/- 180 meters Scaled)
 LT0391
 LT0391                          SUPERSEDED SURVEY CONTROL
 LT0391
 LT0391  NGVD 29 (??/??/??)  974.146  (m)         3196.01   (f) ADJUSTED    ?  
 LT0391
 LT0391.Superseded values are not recommended for survey control.
 LT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0391.See file dsdata.txt to determine how the superseded data were derived.
 LT0391
 LT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL224285(NAD 83)
 LT0391_MARKER: N = NAIL
 LT0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0391_SP_SET: BRIDGE
 LT0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0391
 LT0391  HISTORY     - Date     Condition        Report By
 LT0391  HISTORY     - UNK      MONUMENTED       USGS
 LT0391  HISTORY     - 1935     GOOD             NGS
 LT0391
 LT0391                          STATION DESCRIPTION
 LT0391
 LT0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0391'8 MI NE FROM BURNEY.
 LT0391'8.0 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO FALL RIVER
 LT0391'MILLS FROM BURNEY, SHASTA COUNTY, 160 FEET NORTH OF THE ROAD
 LT0391'LEADING EAST TO RISING RIVER INN, AT THE WOODEN BRIDGE OVER
 LT0391'RISING RIVER, AND IN THE TOP OF THE WEST END OF THE NORTHERMOST
 LT0391'SLEEPER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 LT0391'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0389 ***********************************************************************
 LT0389  DESIGNATION -  3196.0 USGS
 LT0389  PID         -  LT0389
 LT0389  STATE/COUNTY-  CA/SHASTA
 LT0389  USGS QUAD   -  CASSEL (1995)
 LT0389
 LT0389                         *CURRENT SURVEY CONTROL
 LT0389  ___________________________________________________________________
 LT0389* NAD 83(1986)-  40 53 56.     (N)    121 33 09.     (W)     SCALED    
 LT0389* NAVD 88     -       975.345  (meters)    3199.94   (feet)  ADJUSTED  
 LT0389  ___________________________________________________________________
 LT0389  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 LT0389  DYNAMIC HT  -         974.689 (meters)    3197.79  (feet)  COMP
 LT0389  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 LT0389
 LT0389  VERT ORDER  -  FIRST     CLASS II
 LT0389
 LT0389.The horizontal coordinates were scaled from a topographic map and have
 LT0389.an estimated accuracy of +/- 6 seconds.
 LT0389
 LT0389.The orthometric height was determined by differential leveling
 LT0389.and adjusted in June 1991.
 LT0389
 LT0389.The geoid height was determined by GEOID03.
 LT0389
 LT0389.The dynamic height is computed by dividing the NAVD 88
 LT0389.geopotential number by the normal gravity value computed on the
 LT0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0389.degrees latitude (g = 980.6199 gals.).
 LT0389
 LT0389.The modeled gravity was interpolated from observed gravity values.
 LT0389
 LT0389;                    North         East    Units  Estimated Accuracy
 LT0389;SPC CA 1     -   673,930.    2,037,700.      MT  (+/- 180 meters Scaled)
 LT0389
 LT0389                          SUPERSEDED SURVEY CONTROL
 LT0389
 LT0389  NGVD 29 (??/??/??)  974.400  (m)         3196.84   (f) ADJUSTED    1 2
 LT0389
 LT0389.Superseded values are not recommended for survey control.
 LT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0389.See file dsdata.txt to determine how the superseded data were derived.
 LT0389
 LT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL219285(NAD 83)
 LT0389_MARKER: Q = CHISELED SQUARE
 LT0389_SETTING: 80 = SET IN A BOULDER
 LT0389_SP_SET: BOULDER
 LT0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0389+STABILITY: SURFACE MOTION
 LT0389
 LT0389  HISTORY     - Date     Condition        Report By
 LT0389  HISTORY     - UNK      MONUMENTED       USGS
 LT0389  HISTORY     - 1935     GOOD             NGS
 LT0389
 LT0389                          STATION DESCRIPTION
 LT0389
 LT0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0389'7.8 MI NE FROM BURNEY.
 LT0389'7.8 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO FALL RIVER
 LT0389'MILLS FROM BURNEY, SHASTA COUNTY, AT A CURVE IN THE ROAD, 106
 LT0389'FEET NORTHWEST OF THE MIDPOINT OF THE CURVE, 11 FEET EAST OF
 LT0389'A FENCE, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0277 ***********************************************************************
 LV0277  DESIGNATION -  32
 LV0277  PID         -  LV0277
 LV0277  STATE/COUNTY-  CA/HUMBOLDT
 LV0277  USGS QUAD   -  EUREKA (1972)
 LV0277
 LV0277                         *CURRENT SURVEY CONTROL
 LV0277  ___________________________________________________________________
 LV0277* NAD 83(1986)-  40 47 28.     (N)    124 10 40.     (W)     SCALED    
 LV0277* NAVD 88     -         4.810  (meters)      15.78   (feet)  ADJUSTED  
 LV0277  ___________________________________________________________________
 LV0277  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LV0277  DYNAMIC HT  -           4.808 (meters)      15.77  (feet)  COMP
 LV0277  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 LV0277
 LV0277  VERT ORDER  -  FIRST     CLASS II
 LV0277
 LV0277.The horizontal coordinates were scaled from a topographic map and have
 LV0277.an estimated accuracy of +/- 6 seconds.
 LV0277
 LV0277.The orthometric height was determined by differential leveling
 LV0277.and adjusted in June 1991.
 LV0277
 LV0277.The geoid height was determined by GEOID03.
 LV0277
 LV0277.The dynamic height is computed by dividing the NAVD 88
 LV0277.geopotential number by the normal gravity value computed on the
 LV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0277.degrees latitude (g = 980.6199 gals.).
 LV0277
 LV0277.The modeled gravity was interpolated from observed gravity values.
 LV0277
 LV0277;                    North         East    Units  Estimated Accuracy
 LV0277;SPC CA 1     -   664,150.    1,816,230.      MT  (+/- 180 meters Scaled)
 LV0277
 LV0277                          SUPERSEDED SURVEY CONTROL
 LV0277
 LV0277  NGVD 29 (12/02/92)    3.804  (m)           12.48   (f) ADJUSTED    1 2
 LV0277
 LV0277.Superseded values are not recommended for survey control.
 LV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0277.See file dsdata.txt to determine how the superseded data were derived.
 LV0277
 LV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL006162(NAD 83)
 LV0277_MARKER: B = BOLT
 LV0277_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0277_SP_SET: PREFAB CONC. BLOCK IN EARTH
 LV0277_MARK LOGO: CA1220
 LV0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0277+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 LV0277
 LV0277  HISTORY     - Date     Condition        Report By
 LV0277  HISTORY     - UNK      MONUMENTED       CA1220
 LV0277  HISTORY     - 1967     GOOD             NGS
 LV0277  HISTORY     - 1971     GOOD
 LV0277  HISTORY     - 19880221 GOOD             NGS
 LV0277  HISTORY     - 20090123 GOOD             CADT
 LV0277
 LV0277                          STATION DESCRIPTION
 LV0277
 LV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0277'AT EUREKA.
 LV0277'AT EUREKA, ALONG U.S. HIGHWAY 101 (BROADWAY), IN THE CENTER OF
 LV0277'THE INTERSECTION OF BROADWAY AND WABASH AVENUE, AND IN THE TOP
 LV0277'OF A CONCRETE POST 1 FOOT UNDER GROUND.  ACCESS IS HAD THRU THE
 LV0277'REMOVAL OF A MAN HOLE COVER MARKED WATER.
 LV0277
 LV0277                          STATION RECOVERY (1971)
 LV0277
 LV0277'RECOVERED 1971
 LV0277'RECOVERED IN GOOD CONDITION.
 LV0277
 LV0277                          STATION RECOVERY (1988)
 LV0277
 LV0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0277'RECOVERED IN GOOD CONDITION.
 LV0277
 LV0277                          STATION RECOVERY (2009)
 LV0277
 LV0277'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0277'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3180 ***********************************************************************
 HS3180  DESIGNATION -  32
 HS3180  PID         -  HS3180
 HS3180  STATE/COUNTY-  CA/SANTA CLARA
 HS3180  USGS QUAD   -  LOS GATOS (1980)
 HS3180
 HS3180                         *CURRENT SURVEY CONTROL
 HS3180  ___________________________________________________________________
 HS3180* NAD 83(1986)-  37 08 14.     (N)    121 56 53.     (W)     SCALED    
 HS3180* NAVD 88     -       274.69   (+/-2cm)     901.2    (feet)  VERTCON   
 HS3180  ___________________________________________________________________
 HS3180  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HS3180  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3180
 HS3180.The horizontal coordinates were scaled from a topographic map and have
 HS3180.an estimated accuracy of +/- 6 seconds.
 HS3180
 HS3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3180.The vertical order pertains to the NGVD 29 superseded value.
 HS3180
 HS3180.The geoid height was determined by GEOID03.
 HS3180
 HS3180;                    North         East    Units  Estimated Accuracy
 HS3180;SPC CA 3     -   571,720.    1,871,350.      MT  (+/- 180 meters Scaled)
 HS3180
 HS3180                          SUPERSEDED SURVEY CONTROL
 HS3180
 HS3180  NGVD 29 (??/??/92)  273.831  (m)          898.39   (f) ADJ UNCH    1 2
 HS3180
 HS3180.Superseded values are not recommended for survey control.
 HS3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3180.See file dsdata.txt to determine how the superseded data were derived.
 HS3180
 HS3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG934106(NAD 83)
 HS3180_MARKER: DB = BENCH MARK DISK
 HS3180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3180_SP_SET: SPILLWAY
 HS3180_STAMPING: CAL 898 SF 32 1908
 HS3180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3180
 HS3180  HISTORY     - Date     Condition        Report By
 HS3180  HISTORY     - 1908     MONUMENTED       CGS
 HS3180  HISTORY     - 1954     GOOD             NGS
 HS3180  HISTORY     - 1960     GOOD             NGS
 HS3180  HISTORY     - 19900209 MARK NOT FOUND   NGS
 HS3180
 HS3180                          STATION DESCRIPTION
 HS3180
 HS3180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS3180'AT WRIGHTS.
 HS3180'AT WRIGHTS, ABOUT 118 YARDS SOUTH OF BENCH MARK S 249, AT
 HS3180'THE NORTH END OF THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD
 HS3180'TUNNEL, IN THE EAST SIDE OF THE SPILLWAY ADJACENT TO THE TUNNEL,
 HS3180'14 FEET WEST OF THE WEST SIDE OF THE TUNNEL, 4 FEET SOUTH OF
 HS3180'THE CENTER OF A SMALL CREEK, 5 FEET WEST OF A SMALL STONE CHECK
 HS3180'DAM ACROSS THE CREEK, AND ABOUT LEVEL WITH THE TOP OF THE DAM.
 HS3180'NOTE-- THIS MARK WAS NOT INCLUDED IN THE 1954 RELEVELING.
 HS3180
 HS3180                          STATION RECOVERY (1960)
 HS3180
 HS3180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HS3180'RECOVERED IN GOOD CONDITION.
 HS3180
 HS3180                          STATION RECOVERY (1990)
 HS3180
 HS3180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS3180'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0906 ***********************************************************************
 HS0906  DESIGNATION -  32 06
 HS0906  PID         -  HS0906
 HS0906  STATE/COUNTY-  CA/TUOLUMNE
 HS0906  USGS QUAD   -  SONORA (1987)
 HS0906
 HS0906                         *CURRENT SURVEY CONTROL
 HS0906  ___________________________________________________________________
 HS0906* NAD 83(1986)-  37 58 45.     (N)    120 23 23.     (W)     SCALED    
 HS0906* NAVD 88     -       521.009  (meters)    1709.34   (feet)  ADJUSTED  
 HS0906  ___________________________________________________________________
 HS0906  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HS0906  DYNAMIC HT  -         520.593 (meters)    1707.98  (feet)  COMP
 HS0906  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 HS0906
 HS0906  VERT ORDER  -  FIRST     CLASS II
 HS0906
 HS0906.The horizontal coordinates were scaled from a topographic map and have
 HS0906.an estimated accuracy of +/- 6 seconds.
 HS0906
 HS0906.The orthometric height was determined by differential leveling
 HS0906.and adjusted in December 1997.
 HS0906.WARNING-Repeat measurements at this control monument indicate possible
 HS0906.vertical movement.
 HS0906
 HS0906.The geoid height was determined by GEOID03.
 HS0906
 HS0906.The dynamic height is computed by dividing the NAVD 88
 HS0906.geopotential number by the normal gravity value computed on the
 HS0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0906.degrees latitude (g = 980.6199 gals.).
 HS0906
 HS0906.The modeled gravity was interpolated from observed gravity values.
 HS0906
 HS0906;                    North         East    Units  Estimated Accuracy
 HS0906;SPC CA 3     -   664,170.    2,009,690.      MT  (+/- 180 meters Scaled)
 HS0906
 HS0906                          SUPERSEDED SURVEY CONTROL
 HS0906
 HS0906  NGVD 29 (??/??/92)  520.249  (m)         1706.85   (f) ADJ UNCH    1 2
 HS0906
 HS0906.Superseded values are not recommended for survey control.
 HS0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0906.See file dsdata.txt to determine how the superseded data were derived.
 HS0906
 HS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH292067(NAD 83)
 HS0906_MARKER: DD = SURVEY DISK
 HS0906_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS0906_SP_SET: RETAINING WALL
 HS0906_MARK LOGO: CADT  
 HS0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0906+STABILITY: SURFACE MOTION
 HS0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS0906+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 HS0906
 HS0906  HISTORY     - Date     Condition        Report By
 HS0906  HISTORY     - UNK      MONUMENTED       CADH
 HS0906  HISTORY     - 1957     GOOD             NGS
 HS0906  HISTORY     - 1979     GOOD             NGS
 HS0906  HISTORY     - 19980402 GOOD             NGS
 HS0906  HISTORY     - 20060727 GOOD             GEOCAC
 HS0906
 HS0906                          STATION DESCRIPTION
 HS0906
 HS0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS0906'AT SONORA.
 HS0906'AT SONORA, 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 108 AND 49
 HS0906'FROM THE SONORA INN, IN R 14 E, T 2 N, IN THE SOUTHWEST QUARTER
 HS0906'OF SECTION 36, NEAR THE T JUNCTION OF FOREST ROAD, ABOUT 85
 HS0906'YARDS NORTHWEST OF THE COUNTY FAIR GROUNDS OFFICE BUILDING,
 HS0906'AT CONCRETE BRIDGE 32-06 OVER WOODS CREEK, IN THE TOP OF THE
 HS0906'SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL, 24 FEET
 HS0906'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST
 HS0906'OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 HS0906
 HS0906                          STATION RECOVERY (1979)
 HS0906
 HS0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HS0906'RECOVERED IN GOOD CONDITION.
 HS0906
 HS0906                          STATION RECOVERY (1998)
 HS0906
 HS0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 HS0906'IN SONORA, AT THE INTERSECTION OF STATE HIGHWAY 49 (STOCKTON STREET)
 HS0906'AND FOREST STREET, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END
 HS0906'OF THE WEST CONCRETE RETAINING WALL OF THE SOUTHWEST ABUTMENT OF THE
 HS0906'HIGHWAY BRIDGE SPANNING WOODS CREEK, 8.1 M (26.6 FT) NORTHEAST OF THE
 HS0906'STREET CENTER, 7.4 M (24.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 HS0906'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 HS0906
 HS0906                          STATION RECOVERY (2006)
 HS0906
 HS0906'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HS0906'RECOVERED IN GOOD CONDITION AT N 37  58.793 W 120  23.348 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1582 ***********************************************************************
 JT1582  DESIGNATION -  32 1
 JT1582  PID         -  JT1582
 JT1582  STATE/COUNTY-  CA/NAPA
 JT1582  USGS QUAD   -  NAPA (1980)
 JT1582
 JT1582                         *CURRENT SURVEY CONTROL
 JT1582  ___________________________________________________________________
 JT1582* NAD 83(1986)-  38 19 31.     (N)    122 16 26.     (W)     SCALED    
 JT1582* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 JT1582  ___________________________________________________________________
 JT1582  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1582  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1582
 JT1582.The horizontal coordinates were scaled from a topographic map and have
 JT1582.an estimated accuracy of +/- 6 seconds.
 JT1582
 JT1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1582.The vertical order pertains to the NGVD 29 superseded value.
 JT1582
 JT1582.The geoid height was determined by GEOID03.
 JT1582
 JT1582;                    North         East    Units  Estimated Accuracy
 JT1582;SPC CA 2     -   573,150.    1,976,050.      MT  (+/- 180 meters Scaled)
 JT1582
 JT1582                          SUPERSEDED SURVEY CONTROL
 JT1582
 JT1582  NGVD 29 (??/??/92)    8.70   (m)           28.5    (f) COMPUTED    1 1
 JT1582
 JT1582.Superseded values are not recommended for survey control.
 JT1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1582.See file dsdata.txt to determine how the superseded data were derived.
 JT1582
 JT1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634421(NAD 83)
 JT1582_MARKER: DD = SURVEY DISK
 JT1582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1582_SP_SET: COPPER-CLAD STEEL ROD
 JT1582_STAMPING: 32-1 C OF N
 JT1582_MARK LOGO: CA2330
 JT1582_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1582
 JT1582  HISTORY     - Date     Condition        Report By
 JT1582  HISTORY     - 1972     MONUMENTED       CA2330
 JT1582
 JT1582                          STATION DESCRIPTION
 JT1582
 JT1582'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1582'2.4 MI (3.9 KM) NORTHWEST FROM THE COUNTY COURTHOUSE AT NAPA, AT THE
 JT1582'NORTHWEST CORNER OF THE ORIGINAL INTERSECTION OF SILVERADO TRAIL
 JT1582'(HIGHWAY 121) AND MONTICELLO ROAD, 19.5 FT (5.9 M) NORTH OF
 JT1582'CENTERLINE OF SILVERADO TRAIL, 56.5 FT (17.2 M) WEST OF CENTERLINE ON
 JT1582'MONTICELLO ROAD, 9.6 FT (2.9 M) NORTHEAST OF USGS BM 85-S-1947 WHICH
 JT1582'IS SET IN THE NORTHEAST CORNER OF OLD STONE BRIDGE OVER MILLIKEN
 JT1582'CREEK, 0.7 FT (0.2 M) BELOW THE TOP OF A 10 INCH DIAMETER MONUMENT
 JT1582'BOX SET FLUSH WITH THE NORTH EDGE OF THE PAVEMENT, WITH THE WORD
 JT1582'MONUMENT CAST IN THE COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD
 JT1582'STEEL ROD DRIVEN TO REFUSAL AT 22 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1833 ***********************************************************************
 JT1833  DESIGNATION -  32 2
 JT1833  PID         -  JT1833
 JT1833  STATE/COUNTY-  CA/NAPA
 JT1833  USGS QUAD   -  NAPA (1980)
 JT1833
 JT1833                         *CURRENT SURVEY CONTROL
 JT1833  ___________________________________________________________________
 JT1833* NAD 83(1986)-  38 19 51.     (N)    122 16 06.     (W)     SCALED    
 JT1833* NAVD 88     -        18.62   (+/-2cm)      61.1    (feet)  VERTCON   
 JT1833  ___________________________________________________________________
 JT1833  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1833  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1833
 JT1833.The horizontal coordinates were scaled from a topographic map and have
 JT1833.an estimated accuracy of +/- 6 seconds.
 JT1833
 JT1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1833.The vertical order pertains to the NGVD 29 superseded value.
 JT1833
 JT1833.The geoid height was determined by GEOID03.
 JT1833
 JT1833;                    North         East    Units  Estimated Accuracy
 JT1833;SPC CA 2     -   573,760.    1,976,540.      MT  (+/- 180 meters Scaled)
 JT1833
 JT1833                          SUPERSEDED SURVEY CONTROL
 JT1833
 JT1833  NGVD 29 (??/??/92)   17.822  (m)           58.47   (f) ADJ UNCH    1 1
 JT1833
 JT1833.Superseded values are not recommended for survey control.
 JT1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1833.See file dsdata.txt to determine how the superseded data were derived.
 JT1833
 JT1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639427(NAD 83)
 JT1833_MARKER: DD = SURVEY DISK
 JT1833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1833_SP_SET: HEADWALL
 JT1833_MARK LOGO: CA2330
 JT1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1833+STABILITY: SURFACE MOTION
 JT1833
 JT1833  HISTORY     - Date     Condition        Report By
 JT1833  HISTORY     - 1971     MONUMENTED       CA2330
 JT1833
 JT1833                          STATION DESCRIPTION
 JT1833
 JT1833'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1833'ALONG MONTICELLO ROAD, 250 FT (76.2 M) SOUTH OF LORRAINE STREET, A
 JT1833'BRASS CAP IN DRAIN CULVERT IN THE NORTHWEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1834 ***********************************************************************
 JT1834  DESIGNATION -  32 3
 JT1834  PID         -  JT1834
 JT1834  STATE/COUNTY-  CA/NAPA
 JT1834  USGS QUAD   -  NAPA (1980)
 JT1834
 JT1834                         *CURRENT SURVEY CONTROL
 JT1834  ___________________________________________________________________
 JT1834* NAD 83(1986)-  38 20 16.     (N)    122 15 39.     (W)     SCALED    
 JT1834* NAVD 88     -        24.32   (+/-2cm)      79.8    (feet)  VERTCON   
 JT1834  ___________________________________________________________________
 JT1834  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT1834  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1834
 JT1834.The horizontal coordinates were scaled from a topographic map and have
 JT1834.an estimated accuracy of +/- 6 seconds.
 JT1834
 JT1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1834.The vertical order pertains to the NGVD 29 superseded value.
 JT1834
 JT1834.The geoid height was determined by GEOID03.
 JT1834
 JT1834;                    North         East    Units  Estimated Accuracy
 JT1834;SPC CA 2     -   574,530.    1,977,200.      MT  (+/- 180 meters Scaled)
 JT1834
 JT1834                          SUPERSEDED SURVEY CONTROL
 JT1834
 JT1834  NGVD 29 (??/??/92)   23.516  (m)           77.15   (f) ADJ UNCH    1 1
 JT1834
 JT1834.Superseded values are not recommended for survey control.
 JT1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1834.See file dsdata.txt to determine how the superseded data were derived.
 JT1834
 JT1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645435(NAD 83)
 JT1834_MARKER: DD = SURVEY DISK
 JT1834_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT1834_SP_SET: CONCRETE SLAB
 JT1834_MARK LOGO: CA2330
 JT1834_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1834
 JT1834  HISTORY     - Date     Condition        Report By
 JT1834  HISTORY     - 1971     MONUMENTED       CA2330
 JT1834
 JT1834                          STATION DESCRIPTION
 JT1834
 JT1834'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1834'ALONG MONTICELLO ROAD, 100 FT (30.5 M) SOUTHWEST OF ATLAS PEAK, 80 FT
 JT1834'(24.4 M) NORTHWEST OF CENTERLINE, A BRASS CAP SET IN THE SOUTHWEST
 JT1834'CORNER OF PCC SLAB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2001 ***********************************************************************
 FU2001  DESIGNATION -  32 31 GPC OF C
 FU2001  PID         -  FU2001
 FU2001  STATE/COUNTY-  CA/KERN
 FU2001  USGS QUAD   -  TAFT (1973)
 FU2001
 FU2001                         *CURRENT SURVEY CONTROL
 FU2001  ___________________________________________________________________
 FU2001* NAD 83(1986)-  35 11 03.     (N)    119 25 44.     (W)     SCALED    
 FU2001* NAVD 88     -       173.67   (+/-2cm)     569.8    (feet)  VERTCON   
 FU2001  ___________________________________________________________________
 FU2001  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 FU2001  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2001
 FU2001.The horizontal coordinates were scaled from a topographic map and have
 FU2001.an estimated accuracy of +/- 6 seconds.
 FU2001
 FU2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2001.The vertical order pertains to the NGVD 29 superseded value.
 FU2001
 FU2001.The geoid height was determined by GEOID03.
 FU2001
 FU2001;                    North         East    Units  Estimated Accuracy
 FU2001;SPC CA 5     -   687,740.    1,869,860.      MT  (+/- 180 meters Scaled)
 FU2001
 FU2001                          SUPERSEDED SURVEY CONTROL
 FU2001
 FU2001  NGVD 29 (??/??/92)  172.881  (m)          567.19   (f) ADJ UNCH    1 1
 FU2001
 FU2001.Superseded values are not recommended for survey control.
 FU2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2001.See file dsdata.txt to determine how the superseded data were derived.
 FU2001
 FU2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU788961(NAD 83)
 FU2001_MARKER: P = PIPE CAP
 FU2001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2001_STAMPING: SEE TEXT
 FU2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2001
 FU2001  HISTORY     - Date     Condition        Report By
 FU2001  HISTORY     - UNK      MONUMENTED       GPCC
 FU2001  HISTORY     - 1967     GOOD             NGS
 FU2001
 FU2001                          STATION DESCRIPTION
 FU2001
 FU2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FU2001'4.4 MI NE FROM FORD CITY.
 FU2001'0.1 MILE EAST ALONG DATE STREET FROM JEFFERSON SCHOOL AT FORD
 FU2001'CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, 2.9
 FU2001'MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE 0.65 MILE
 FU2001'SOUTH ALONG AIRPORT ROAD, 30.1 FEET WEST OF CENTER LINE OF
 FU2001'ROAD, 14 FEET NORTH OF GUYED POWER LINE POLE, A BRASS CAP ON
 FU2001'A 2 1/2 INCH-STEEL PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 FU2001'SURFACE OF THE GROUND.  BOS PAC 32-31 BUE VIS COR GEN PET
 FU2001'CORPN OF CALIF LAND DEPT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1592 ***********************************************************************
 JT1592  DESIGNATION -  32 4
 JT1592  PID         -  JT1592
 JT1592  STATE/COUNTY-  CA/NAPA
 JT1592  USGS QUAD   -  NAPA (1980)
 JT1592
 JT1592                         *CURRENT SURVEY CONTROL
 JT1592  ___________________________________________________________________
 JT1592* NAD 83(1986)-  38 20 17.     (N)    122 15 39.     (W)     SCALED    
 JT1592* NAVD 88     -        23.11   (+/-2cm)      75.8    (feet)  VERTCON   
 JT1592  ___________________________________________________________________
 JT1592  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT1592  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1592
 JT1592.The horizontal coordinates were scaled from a topographic map and have
 JT1592.an estimated accuracy of +/- 6 seconds.
 JT1592
 JT1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1592.The vertical order pertains to the NGVD 29 superseded value.
 JT1592
 JT1592.The geoid height was determined by GEOID03.
 JT1592
 JT1592;                    North         East    Units  Estimated Accuracy
 JT1592;SPC CA 2     -   574,560.    1,977,200.      MT  (+/- 180 meters Scaled)
 JT1592
 JT1592                          SUPERSEDED SURVEY CONTROL
 JT1592
 JT1592  NGVD 29 (??/??/92)   22.303  (m)           73.17   (f) ADJ UNCH    1 1
 JT1592
 JT1592.Superseded values are not recommended for survey control.
 JT1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1592.See file dsdata.txt to determine how the superseded data were derived.
 JT1592
 JT1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645435(NAD 83)
 JT1592_MARKER: DD = SURVEY DISK
 JT1592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1592_SP_SET: COPPER-CLAD STEEL ROD
 JT1592_STAMPING: 32 4 C OF N
 JT1592_MARK LOGO: CA2330
 JT1592_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1592
 JT1592  HISTORY     - Date     Condition        Report By
 JT1592  HISTORY     - 1972     MONUMENTED       CA2330
 JT1592
 JT1592                          STATION DESCRIPTION
 JT1592
 JT1592'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1592'3.6 MI (5.8 KM) NORTHEAST FROM THE COUNTY COURTHOUSE AT NAPA, AT
 JT1592'T-INTERSECTION FORMED BY ATLAS PEAK ROAD AND MONTICELLO ROAD,
 JT1592'APPROXIMATELY ON CENTERLINE OF ATLAS PEAK ROAD, 126 FT (38.4 M) WEST
 JT1592'OF CENTERLINE OF MONTICELLO ROAD, IN PLANTER AREA IN CENTER OF ROAD
 JT1592'DIVIDER, 31 FT (9.4 M) SOUTH OF CENTERLINE OF WESTBOUND LANES, 26 FT
 JT1592'(7.9 M) NORTH OF CENTERLINE OF EASTBOUND LANES, 12.8 FT (3.9 M) WEST
 JT1592'OF 60 INCH TREE, 2 FT (0.6 M) SOUTH OF 2 INCH IRON PIPE WITNESS POST,
 JT1592'0.5 FT (0.2 M) BELOW THE TOP OF A 10 INCH DIAMETER MONUMENT BOX SET
 JT1592'FLUSH WITH THE PLANTER BED, WITH THE WORD MONUMENT CAST IN THE COVER,
 JT1592'AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL
 JT1592'AT 10 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0141 ***********************************************************************
 DX0141  DESIGNATION -  32 A
 DX0141  PID         -  DX0141
 DX0141  STATE/COUNTY-  CA/RIVERSIDE
 DX0141  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0141
 DX0141                         *CURRENT SURVEY CONTROL
 DX0141  ___________________________________________________________________
 DX0141* NAD 83(1986)-  33 56 47.     (N)    116 36 13.     (W)     SCALED    
 DX0141* NAVD 88     -       459.75   (+/-2cm)    1508.4    (feet)  VERTCON   
 DX0141  ___________________________________________________________________
 DX0141  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DX0141  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0141
 DX0141.The horizontal coordinates were scaled from a topographic map and have
 DX0141.an estimated accuracy of +/- 6 seconds.
 DX0141
 DX0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0141.The vertical order pertains to the NGVD 29 superseded value.
 DX0141
 DX0141.The geoid height was determined by GEOID03.
 DX0141
 DX0141;                    North         East    Units  Estimated Accuracy
 DX0141;SPC CA 6     -   697,440.    1,967,310.      MT  (+/- 180 meters Scaled)
 DX0141
 DX0141                          SUPERSEDED SURVEY CONTROL
 DX0141
 DX0141  NGVD 29 (??/??/??)  458.954  (m)         1505.75   (f) ADJUSTED    1 2
 DX0141
 DX0141.Superseded values are not recommended for survey control.
 DX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0141.See file dsdata.txt to determine how the superseded data were derived.
 DX0141
 DX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT366562(NAD 83)
 DX0141_MARKER: DD = SURVEY DISK
 DX0141_SETTING: 80 = SET IN A BOULDER
 DX0141_SP_SET: BOULDER
 DX0141_STAMPING: 32 A 1931
 DX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0141+STABILITY: SURFACE MOTION
 DX0141
 DX0141  HISTORY     - Date     Condition        Report By
 DX0141  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0141  HISTORY     - 1960     GOOD             NGS
 DX0141
 DX0141                          STATION DESCRIPTION
 DX0141
 DX0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0141'2.5 MI NE FROM WHITEWATER.
 DX0141'THE MARK IS LOCATED ABOUT 2.5 MILES NORTHEAST OF WHITEWATER, 2
 DX0141'MILES NORTH OF U.S. HIGHWAY 99, 2000 FEET WEST OF THE MORONGO
 DX0141'VALLEY ROAD (OLD ROAD WHICH IS A DIRT ROAD JUST WEST OF THE NEW
 DX0141'ROAD), 200 FEET WEST OF TELEPHONE POLE NO 6963-JA-168.  THE NEXT
 DX0141'POLE SOUTH BEING AN ANCHOR POST FOR AN ANGLE IN THE LINE.  THE
 DX0141'MARK IS A STANDARD METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX0141'CALIFORNIA BRONZE DISK, SET IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1830 ***********************************************************************
 JT1830  DESIGNATION -  32 A
 JT1830  PID         -  JT1830
 JT1830  STATE/COUNTY-  CA/NAPA
 JT1830  USGS QUAD   -  NAPA (1980)
 JT1830
 JT1830                         *CURRENT SURVEY CONTROL
 JT1830  ___________________________________________________________________
 JT1830* NAD 83(1986)-  38 19 31.     (N)    122 16 27.     (W)     SCALED    
 JT1830* NAVD 88     -         9.47   (+/-2cm)      31.1    (feet)  VERTCON   
 JT1830  ___________________________________________________________________
 JT1830  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1830  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1830
 JT1830.The horizontal coordinates were scaled from a topographic map and have
 JT1830.an estimated accuracy of +/- 6 seconds.
 JT1830
 JT1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1830.The vertical order pertains to the NGVD 29 superseded value.
 JT1830
 JT1830.The geoid height was determined by GEOID03.
 JT1830
 JT1830;                    North         East    Units  Estimated Accuracy
 JT1830;SPC CA 2     -   573,150.    1,976,030.      MT  (+/- 180 meters Scaled)
 JT1830
 JT1830                          SUPERSEDED SURVEY CONTROL
 JT1830
 JT1830  NGVD 29 (??/??/92)    8.681  (m)           28.48   (f) ADJ UNCH    1 1
 JT1830
 JT1830.Superseded values are not recommended for survey control.
 JT1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1830.See file dsdata.txt to determine how the superseded data were derived.
 JT1830
 JT1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634421(NAD 83)
 JT1830_MARKER: DD = SURVEY DISK
 JT1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1830_SP_SET: CONCRETE POST
 JT1830_MARK LOGO: CA2330
 JT1830_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1830+STABILITY: SURFACE MOTION
 JT1830
 JT1830  HISTORY     - Date     Condition        Report By
 JT1830  HISTORY     - 1971     MONUMENTED       CA2330
 JT1830
 JT1830                          STATION DESCRIPTION
 JT1830
 JT1830'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1830'AT INTERSECTION OF SILVERADO TRAIL AND MONTICELLO ROAD, 13 FT (4.0 M)
 JT1830'NORTHEAST OF OLD MILLIKEN CREEK BRIDGE, A WELL TYPE CONCRETE MONUMENT
 JT1830'WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0142 ***********************************************************************
 DX0142  DESIGNATION -  32 B
 DX0142  PID         -  DX0142
 DX0142  STATE/COUNTY-  CA/RIVERSIDE
 DX0142  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0142
 DX0142                         *CURRENT SURVEY CONTROL
 DX0142  ___________________________________________________________________
 DX0142* NAD 83(1986)-  33 56 24.     (N)    116 37 01.     (W)     SCALED    
 DX0142* NAVD 88     -       467.40   (+/-2cm)    1533.5    (feet)  VERTCON   
 DX0142  ___________________________________________________________________
 DX0142  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DX0142  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0142
 DX0142.The horizontal coordinates were scaled from a topographic map and have
 DX0142.an estimated accuracy of +/- 6 seconds.
 DX0142
 DX0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0142.The vertical order pertains to the NGVD 29 superseded value.
 DX0142
 DX0142.The geoid height was determined by GEOID03.
 DX0142
 DX0142;                    North         East    Units  Estimated Accuracy
 DX0142;SPC CA 6     -   696,730.    1,966,080.      MT  (+/- 180 meters Scaled)
 DX0142
 DX0142                          SUPERSEDED SURVEY CONTROL
 DX0142
 DX0142  NGVD 29 (??/??/??)  466.606  (m)         1530.86   (f) ADJUSTED    1 2
 DX0142
 DX0142.Superseded values are not recommended for survey control.
 DX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0142.See file dsdata.txt to determine how the superseded data were derived.
 DX0142
 DX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT353555(NAD 83)
 DX0142_MARKER: DD = SURVEY DISK
 DX0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0142_STAMPING: 32 B 1931
 DX0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0142+STABILITY: SURFACE MOTION
 DX0142
 DX0142  HISTORY     - Date     Condition        Report By
 DX0142  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0142  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0142
 DX0142                          STATION DESCRIPTION
 DX0142
 DX0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0142'1.5 MI NE FROM WHITEWATER.
 DX0142'ABOUT 1/2 MILES NORTHEAST OF THE POST OFFICE AT WHITEWATER, 0.5
 DX0142'MILE NORTH OF THE OLD DIRT UPPER MORONGO VALLEY ROAD AT A POINT
 DX0142'1 1/2 MILES NORTHEAST OF ITS JUNCTION WITH THE OLD PORTION OF
 DX0142'U.S. HIGHWAY 99, ON THE SOUTH SIDE OF A HILL, ABOUT 100 FEET
 DX0142'WEST OF A WASH AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0730 ***********************************************************************
 HR0730  DESIGNATION -  32 B
 HR0730  PID         -  HR0730
 HR0730  STATE/COUNTY-  CA/MARIPOSA
 HR0730  USGS QUAD   -  EL CAPITAN (1992)
 HR0730
 HR0730                         *CURRENT SURVEY CONTROL
 HR0730  ___________________________________________________________________
 HR0730* NAD 83(1986)-  37 41 24.     (N)    119 41 59.     (W)     SCALED    
 HR0730* NAVD 88     -      1558.86   (+/-2cm)    5114.4    (feet)  VERTCON   
 HR0730  ___________________________________________________________________
 HR0730  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 HR0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0730
 HR0730.The horizontal coordinates were scaled from a topographic map and have
 HR0730.an estimated accuracy of +/- 6 seconds.
 HR0730
 HR0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0730.The vertical order pertains to the NGVD 29 superseded value.
 HR0730
 HR0730.The geoid height was determined by GEOID03.
 HR0730
 HR0730;                    North         East    Units  Estimated Accuracy
 HR0730;SPC CA 3     -   632,370.    2,070,580.      MT  (+/- 180 meters Scaled)
 HR0730
 HR0730                          SUPERSEDED SURVEY CONTROL
 HR0730
 HR0730  NGVD 29 (??/??/92) 1557.799  (m)         5110.88   (f) ADJ UNCH    2 0
 HR0730
 HR0730.Superseded values are not recommended for survey control.
 HR0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0730.See file dsdata.txt to determine how the superseded data were derived.
 HR0730
 HR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB619748(NAD 83)
 HR0730_MARKER: DD = SURVEY DISK
 HR0730_SETTING: 80 = SET IN A BOULDER
 HR0730_SP_SET: BOULDER
 HR0730_STAMPING: 5110 32 B 1934
 HR0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0730+STABILITY: SURFACE MOTION
 HR0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0730+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 HR0730
 HR0730  HISTORY     - Date     Condition        Report By
 HR0730  HISTORY     - 1934     MONUMENTED       USGS
 HR0730  HISTORY     - 1943     GOOD             NGS
 HR0730  HISTORY     - 20071028 GOOD             GEOCAC
 HR0730  HISTORY     - 20080627 GOOD             INDIV
 HR0730
 HR0730                          STATION DESCRIPTION
 HR0730
 HR0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0730'9.7 MI SW FROM OLD VILLAGE.
 HR0730'9.7 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0730'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0730'NATIONAL PARK, 3.7 MILES NORTH OF CHINQUAPIN, 170 FEET NORTH
 HR0730'OF GROUSE CREEK, 27 FEET SOUTH OF THE NORTH END OF A GUARDRAIL,
 HR0730'26 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 HR0730'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HR0730'STAMPED 5110 32 B 1934.
 HR0730
 HR0730                          STATION RECOVERY (2007)
 HR0730
 HR0730'RECOVERY NOTE BY GEOCACHING 2007 (MJL)
 HR0730'RECOVERED IN GOOD CONDITION.  MARK WAS UNDER SEVERAL INCHES OF
 HR0730'DEBRIS AND DIRT.  GUARDRAIL NO LONGER EXISTS.  MARK IS WEST OF A
 HR0730'CONCRETE WITNESS POST.
 HR0730
 HR0730                          STATION RECOVERY (2008)
 HR0730
 HR0730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 HR0730'10 MINUTE AVERAGE GPS POSITION IS N 37 41 24.0 LAT, W 119 41 59.3
 HR0730'LONG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2190 ***********************************************************************
 JS2190  DESIGNATION -  32 B
 JS2190  PID         -  JS2190
 JS2190  STATE/COUNTY-  CA/YOLO
 JS2190  USGS QUAD   -  KNIGHTS LANDING (1981)
 JS2190
 JS2190                         *CURRENT SURVEY CONTROL
 JS2190  ___________________________________________________________________
 JS2190* NAD 83(1986)-  38 48 00.     (N)    121 43 02.     (W)     SCALED    
 JS2190* NAVD 88     -        10.62   (+/-2cm)      34.8    (feet)  VERTCON   
 JS2190  ___________________________________________________________________
 JS2190  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 JS2190  VERT ORDER  -  THIRD (See Below)
 JS2190
 JS2190.The horizontal coordinates were scaled from a topographic map and have
 JS2190.an estimated accuracy of +/- 6 seconds.
 JS2190
 JS2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2190.The vertical order pertains to the NGVD 29 superseded value.
 JS2190
 JS2190.The geoid height was determined by GEOID03.
 JS2190
 JS2190;                    North         East    Units  Estimated Accuracy
 JS2190;SPC CA 2     -   625,840.    2,024,560.      MT  (+/- 180 meters Scaled)
 JS2190
 JS2190                          SUPERSEDED SURVEY CONTROL
 JS2190
 JS2190  NGVD 29 (??/??/??)    9.88   (m)           32.4    (f) RESET       3  
 JS2190
 JS2190.Superseded values are not recommended for survey control.
 JS2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2190.See file dsdata.txt to determine how the superseded data were derived.
 JS2190
 JS2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH113953(NAD 83)
 JS2190_MARKER: P = PIPE CAP
 JS2190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2190_STAMPING: 32 B 1902
 JS2190_MARK LOGO: USGS  
 JS2190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2190
 JS2190  HISTORY     - Date     Condition        Report By
 JS2190  HISTORY     - 1902     MONUMENTED       USGS
 JS2190  HISTORY     - 1949     GOOD             NGS
 JS2190
 JS2190                          STATION DESCRIPTION
 JS2190
 JS2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS2190'AT KNIGHTS LANDING.
 JS2190'AT KNIGHTS LANDING, ALONG THE SOUTHERN PACIFIC CO. RAILROAD,
 JS2190'65.0 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 75.0
 JS2190'FEET SOUTHEAST OF MILEPOLE 94, 46.0 FEET EAST OF THE EAST RAIL,
 JS2190'40 FEET SOUTH OF THE WEST ONE OF THREE OAK TREES, 2 FEET NORTH OF
 JS2190'A WITNESS POST, 1.4 FEET WEST OF A YARD FENCE CORNER, ABOUT 5
 JS2190'FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2
 JS2190'INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1828 ***********************************************************************
 JT1828  DESIGNATION -  32 B
 JT1828  PID         -  JT1828
 JT1828  STATE/COUNTY-  CA/NAPA
 JT1828  USGS QUAD   -  NAPA (1980)
 JT1828
 JT1828                         *CURRENT SURVEY CONTROL
 JT1828  ___________________________________________________________________
 JT1828* NAD 83(1986)-  38 19 38.     (N)    122 16 19.     (W)     SCALED    
 JT1828* NAVD 88     -        17.18   (+/-2cm)      56.4    (feet)  VERTCON   
 JT1828  ___________________________________________________________________
 JT1828  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1828  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1828
 JT1828.The horizontal coordinates were scaled from a topographic map and have
 JT1828.an estimated accuracy of +/- 6 seconds.
 JT1828
 JT1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1828.The vertical order pertains to the NGVD 29 superseded value.
 JT1828
 JT1828.The geoid height was determined by GEOID03.
 JT1828
 JT1828;                    North         East    Units  Estimated Accuracy
 JT1828;SPC CA 2     -   573,360.    1,976,220.      MT  (+/- 180 meters Scaled)
 JT1828
 JT1828                          SUPERSEDED SURVEY CONTROL
 JT1828
 JT1828  NGVD 29 (??/??/92)   16.381  (m)           53.74   (f) ADJ UNCH    1 1
 JT1828
 JT1828.Superseded values are not recommended for survey control.
 JT1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1828.See file dsdata.txt to determine how the superseded data were derived.
 JT1828
 JT1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH636423(NAD 83)
 JT1828_MARKER: DD = SURVEY DISK
 JT1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1828_SP_SET: CONCRETE POST
 JT1828_MARK LOGO: CA2330
 JT1828_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1828+STABILITY: SURFACE MOTION
 JT1828
 JT1828  HISTORY     - Date     Condition        Report By
 JT1828  HISTORY     - 1971     MONUMENTED       CA2330
 JT1828
 JT1828                          STATION DESCRIPTION
 JT1828
 JT1828'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1828'ALONG MONTICELLO ROAD AT INTERSECTION AT ROSEMONT, 10 FT (3.0 M)
 JT1828'NORTHWEST OF CENTERLINE AT EP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1221 ***********************************************************************
 FT1221  DESIGNATION -  32 BIS
 FT1221  PID         -  FT1221
 FT1221  STATE/COUNTY-  CA/KERN
 FT1221  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1221
 FT1221                         *CURRENT SURVEY CONTROL
 FT1221  ___________________________________________________________________
 FT1221* NAD 83(1986)-  35 33 49.     (N)    117 55 13.     (W)     SCALED    
 FT1221* NAVD 88     -       951.592  (meters)    3122.01   (feet)  ADJUSTED  
 FT1221  ___________________________________________________________________
 FT1221  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FT1221  DYNAMIC HT  -         950.501 (meters)    3118.44  (feet)  COMP
 FT1221  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 FT1221
 FT1221  VERT ORDER  -  FIRST     CLASS II
 FT1221
 FT1221.The horizontal coordinates were scaled from a topographic map and have
 FT1221.an estimated accuracy of +/- 6 seconds.
 FT1221
 FT1221.The orthometric height was determined by differential leveling
 FT1221.and adjusted in June 1991.
 FT1221
 FT1221.The geoid height was determined by GEOID03.
 FT1221
 FT1221.The dynamic height is computed by dividing the NAVD 88
 FT1221.geopotential number by the normal gravity value computed on the
 FT1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1221.degrees latitude (g = 980.6199 gals.).
 FT1221
 FT1221.The modeled gravity was interpolated from observed gravity values.
 FT1221
 FT1221;                    North         East    Units  Estimated Accuracy
 FT1221;SPC CA 5     -   728,920.    2,007,230.      MT  (+/- 180 meters Scaled)
 FT1221
 FT1221                          SUPERSEDED SURVEY CONTROL
 FT1221
 FT1221.No superseded survey control is available for this station.
 FT1221
 FT1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV166359(NAD 83)
 FT1221_MARKER: DB = BENCH MARK DISK
 FT1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1221_SP_SET: CONCRETE POST
 FT1221_STAMPING: 32 BIS 1966 3119
 FT1221_MARK LOGO: USGS  
 FT1221_PROJECTION: PROJECTING 10 CENTIMETERS
 FT1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1221+STABILITY: SURFACE MOTION
 FT1221
 FT1221  HISTORY     - Date     Condition        Report By
 FT1221  HISTORY     - 1966     MONUMENTED       USGS
 FT1221  HISTORY     - 1983     GOOD             NGS
 FT1221
 FT1221                          STATION DESCRIPTION
 FT1221
 FT1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1221'32.6 KM (20.2 MI) NORTH FROM CANTIL.
 FT1221'32.6 KM (20.25 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FT1221'AT CANTIL, 14.6 METERS (48 FT) EAST OF THE HIGHWAY CENTERLINE,
 FT1221'46.0 METERS (151 FT) WEST OF THE RIGHT OF WAY FENCE AND 34.7 METERS
 FT1221'(114 FT) SOUTH OF MILEPOST 55.
 FT1221'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FT1221'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1059 ***********************************************************************
 DX1059  DESIGNATION -  32 C
 DX1059  PID         -  DX1059
 DX1059  STATE/COUNTY-  CA/RIVERSIDE
 DX1059  USGS QUAD   -  WHITE WATER (1996)
 DX1059
 DX1059                         *CURRENT SURVEY CONTROL
 DX1059  ___________________________________________________________________
 DX1059* NAD 83(1986)-  33 56 21.     (N)    116 37 51.     (W)     SCALED    
 DX1059* NAVD 88     -       510.48   (+/-2cm)    1674.8    (feet)  VERTCON   
 DX1059  ___________________________________________________________________
 DX1059  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DX1059  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1059
 DX1059.The horizontal coordinates were scaled from a topographic map and have
 DX1059.an estimated accuracy of +/- 6 seconds.
 DX1059
 DX1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1059.The vertical order pertains to the NGVD 29 superseded value.
 DX1059
 DX1059.The geoid height was determined by GEOID03.
 DX1059
 DX1059;                    North         East    Units  Estimated Accuracy
 DX1059;SPC CA 6     -   696,650.    1,964,790.      MT  (+/- 180 meters Scaled)
 DX1059
 DX1059                          SUPERSEDED SURVEY CONTROL
 DX1059
 DX1059  NGVD 29 (??/??/??)  509.681  (m)         1672.18   (f) ADJUSTED    1 2
 DX1059
 DX1059.Superseded values are not recommended for survey control.
 DX1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1059.See file dsdata.txt to determine how the superseded data were derived.
 DX1059
 DX1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT341554(NAD 83)
 DX1059_MARKER: DD = SURVEY DISK
 DX1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1059_STAMPING: 32 C 1931
 DX1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1059+STABILITY: SURFACE MOTION
 DX1059
 DX1059  HISTORY     - Date     Condition        Report By
 DX1059  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1059  HISTORY     - 1960     GOOD             NGS
 DX1059
 DX1059                          STATION DESCRIPTION
 DX1059
 DX1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1059'1 MI NE FROM WHITEWATER.
 DX1059'1.0 MILE NORTHEAST OF THE POST OFFICE AT WHITEWATER, 3/4 MILE
 DX1059'NORTHWEST OF THE OLD DIRT UPPER MORONGO VALLEY ROAD AT A POINT
 DX1059'3/4 MILE EAST OF U.S. HIGHWAY 99, ABOUT 2000 FEET EAST OF THE
 DX1059'CLIFF ON THE EAST SIDE OF THE WHITEWATER RIVER, SET IN THE TOP
 DX1059'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1832 ***********************************************************************
 JT1832  DESIGNATION -  32 C
 JT1832  PID         -  JT1832
 JT1832  STATE/COUNTY-  CA/NAPA
 JT1832  USGS QUAD   -  NAPA (1980)
 JT1832
 JT1832                         *CURRENT SURVEY CONTROL
 JT1832  ___________________________________________________________________
 JT1832* NAD 83(1986)-  38 19 50.     (N)    122 16 07.     (W)     SCALED    
 JT1832* NAVD 88     -        19.74   (+/-2cm)      64.8    (feet)  VERTCON   
 JT1832  ___________________________________________________________________
 JT1832  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT1832  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1832
 JT1832.The horizontal coordinates were scaled from a topographic map and have
 JT1832.an estimated accuracy of +/- 6 seconds.
 JT1832
 JT1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1832.The vertical order pertains to the NGVD 29 superseded value.
 JT1832
 JT1832.The geoid height was determined by GEOID03.
 JT1832
 JT1832;                    North         East    Units  Estimated Accuracy
 JT1832;SPC CA 2     -   573,730.    1,976,510.      MT  (+/- 180 meters Scaled)
 JT1832
 JT1832                          SUPERSEDED SURVEY CONTROL
 JT1832
 JT1832  NGVD 29 (??/??/92)   18.947  (m)           62.16   (f) ADJ UNCH    1 1
 JT1832
 JT1832.Superseded values are not recommended for survey control.
 JT1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1832.See file dsdata.txt to determine how the superseded data were derived.
 JT1832
 JT1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639427(NAD 83)
 JT1832_MARKER: DD = SURVEY DISK
 JT1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1832_SP_SET: CONCRETE POST
 JT1832_MARK LOGO: CA2330
 JT1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1832+STABILITY: SURFACE MOTION
 JT1832
 JT1832  HISTORY     - Date     Condition        Report By
 JT1832  HISTORY     - 1971     MONUMENTED       CA2330
 JT1832
 JT1832                          STATION DESCRIPTION
 JT1832
 JT1832'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1832'ALONG MONTICELLO ROAD, 900 FT (274.3 M) NORTHEAST OF WOODSIDE ROAD AT
 JT1832'NO. 1130 AT DRIVEWAY, ON NORTHWEST EP, A WELL TYPE CONCRETE MONUMENT
 JT1832'WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3658 ***********************************************************************
 HS3658  DESIGNATION -  32 CC CO
 HS3658  PID         -  HS3658
 HS3658  STATE/COUNTY-  CA/CONTRA COSTA
 HS3658  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3658
 HS3658                         *CURRENT SURVEY CONTROL
 HS3658  ___________________________________________________________________
 HS3658* NAD 83(1986)-  37 49 10.     (N)    121 35 20.     (W)     SCALED    
 HS3658* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 HS3658  ___________________________________________________________________
 HS3658  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HS3658  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3658
 HS3658.The horizontal coordinates were scaled from a topographic map and have
 HS3658.an estimated accuracy of +/- 6 seconds.
 HS3658
 HS3658.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3658.The vertical order pertains to the NGVD 29 superseded value.
 HS3658
 HS3658.The geoid height was determined by GEOID03.
 HS3658
 HS3658;                    North         East    Units  Estimated Accuracy
 HS3658;SPC CA 3     -   646,990.    1,904,140.      MT  (+/- 180 meters Scaled)
 HS3658
 HS3658                          SUPERSEDED SURVEY CONTROL
 HS3658
 HS3658  NGVD 29 (??/??/??)    5.388  (m)           17.68   (f) ADJUSTED    1 1
 HS3658
 HS3658.Superseded values are not recommended for survey control.
 HS3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3658.See file dsdata.txt to determine how the superseded data were derived.
 HS3658
 HS3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG241867(NAD 83)
 HS3658_MARKER: DD = SURVEY DISK
 HS3658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3658_SP_SET: CULVERT
 HS3658_STAMPING: 32 17.86
 HS3658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3658
 HS3658  HISTORY     - Date     Condition        Report By
 HS3658  HISTORY     - UNK      MONUMENTED       CA-013
 HS3658  HISTORY     - 1957     GOOD             NGS
 HS3658  HISTORY     - 1961     GOOD             NGS
 HS3658
 HS3658                          STATION DESCRIPTION
 HS3658
 HS3658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3658'4.5 MI SE FROM BYRON.
 HS3658'4.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3658'FROM THE POST OFFICE AT BYRON, IN R3E T1S, IN THE NORTHEAST
 HS3658'QUARTER OF SECTION 25, AT 3-BY 4-FOOT CONCRETE BOX CULVERT 44+15
 HS3658'UNDER BYRON HIGHWAY, IN THE TOP OF THE NORTHWEST END OF THE
 HS3658'NORTHEAST CONCRETE HEAD WALL, 42.5 FEET SOUTHWEST OF THE CENTER
 HS3658'OF THE SOUTHWEST END OF CONCRETE PIPE CULVERT 71.46 UNDER THE
 HS3658'RAILROAD TRACK, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 HS3658'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 HS3658
 HS3658                          STATION RECOVERY (1961)
 HS3658
 HS3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HS3658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1060 ***********************************************************************
 DX1060  DESIGNATION -  32 D
 DX1060  PID         -  DX1060
 DX1060  STATE/COUNTY-  CA/RIVERSIDE
 DX1060  USGS QUAD   -  WHITE WATER (1996)
 DX1060
 DX1060                         *CURRENT SURVEY CONTROL
 DX1060  ___________________________________________________________________
 DX1060* NAD 83(1986)-  33 56 01.     (N)    116 38 00.     (W)     SCALED    
 DX1060* NAVD 88     -       518.35   (+/-2cm)    1700.6    (feet)  VERTCON   
 DX1060  ___________________________________________________________________
 DX1060  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DX1060  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1060
 DX1060.The horizontal coordinates were scaled from a topographic map and have
 DX1060.an estimated accuracy of +/- 6 seconds.
 DX1060
 DX1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1060.The vertical order pertains to the NGVD 29 superseded value.
 DX1060
 DX1060.The geoid height was determined by GEOID03.
 DX1060
 DX1060;                    North         East    Units  Estimated Accuracy
 DX1060;SPC CA 6     -   696,030.    1,964,560.      MT  (+/- 180 meters Scaled)
 DX1060
 DX1060                          SUPERSEDED SURVEY CONTROL
 DX1060
 DX1060  NGVD 29 (??/??/??)  517.548  (m)         1697.99   (f) ADJUSTED    1 2
 DX1060
 DX1060.Superseded values are not recommended for survey control.
 DX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1060.See file dsdata.txt to determine how the superseded data were derived.
 DX1060
 DX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT338548(NAD 83)
 DX1060_MARKER: DD = SURVEY DISK
 DX1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1060_STAMPING: 32 D 1931
 DX1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1060+STABILITY: SURFACE MOTION
 DX1060
 DX1060  HISTORY     - Date     Condition        Report By
 DX1060  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1060  HISTORY     - 1960     POOR             NGS
 DX1060
 DX1060                          STATION DESCRIPTION
 DX1060
 DX1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1060'0.8 MI NE FROM WHITEWATER.
 DX1060'ABOUT 3/4 MILE NORTHEAST OF THE POST OFFICE AT WHITEWATER, 0.7
 DX1060'MILE NORTHWEST OF THE OLD DIRT MORONGO VALLEY ROAD, AT A POINT
 DX1060'0.6 MILE EAST OF U.S. HIGHWAY 99, ABOUT 500 FEET EAST OF THE EAST
 DX1060'EDGE OF THE RIVER BANK (THE HIGH CLIFF EAST OF THE RIVER) AND
 DX1060'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 FEET.  THE
 DX1060'SOIL HAS BEEN GRADED AWAY FROM THE MARK AND ABOUT 2/3 OF THE
 DX1060'CONCRETE POST IS EXPOSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1836 ***********************************************************************
 JT1836  DESIGNATION -  32 D
 JT1836  PID         -  JT1836
 JT1836  STATE/COUNTY-  CA/NAPA
 JT1836  USGS QUAD   -  NAPA (1980)
 JT1836
 JT1836                         *CURRENT SURVEY CONTROL
 JT1836  ___________________________________________________________________
 JT1836* NAD 83(1986)-  38 19 56.     (N)    122 16 00.     (W)     SCALED    
 JT1836* NAVD 88     -        21.94   (+/-2cm)      72.0    (feet)  VERTCON   
 JT1836  ___________________________________________________________________
 JT1836  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1836  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1836
 JT1836.The horizontal coordinates were scaled from a topographic map and have
 JT1836.an estimated accuracy of +/- 6 seconds.
 JT1836
 JT1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1836.The vertical order pertains to the NGVD 29 superseded value.
 JT1836
 JT1836.The geoid height was determined by GEOID03.
 JT1836
 JT1836;                    North         East    Units  Estimated Accuracy
 JT1836;SPC CA 2     -   573,920.    1,976,680.      MT  (+/- 180 meters Scaled)
 JT1836
 JT1836                          SUPERSEDED SURVEY CONTROL
 JT1836
 JT1836  NGVD 29 (??/??/92)   21.144  (m)           69.37   (f) ADJ UNCH    1 1
 JT1836
 JT1836.Superseded values are not recommended for survey control.
 JT1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1836.See file dsdata.txt to determine how the superseded data were derived.
 JT1836
 JT1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH640429(NAD 83)
 JT1836_MARKER: DD = SURVEY DISK
 JT1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1836_SP_SET: CONCRETE POST
 JT1836_MARK LOGO: CA2330
 JT1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1836+STABILITY: SURFACE MOTION
 JT1836
 JT1836  HISTORY     - Date     Condition        Report By
 JT1836  HISTORY     - 1971     MONUMENTED       CA2330
 JT1836
 JT1836                          STATION DESCRIPTION
 JT1836
 JT1836'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1836'AT INTERSECTION OF MONTICELLO ROAD AND LORRAINE STREET, 10 FEET BY 10
 JT1836'FT (3.0 M) WEST OF THE CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT1836'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1061 ***********************************************************************
 DX1061  DESIGNATION -  32 E
 DX1061  PID         -  DX1061
 DX1061  STATE/COUNTY-  CA/RIVERSIDE
 DX1061  USGS QUAD   -  WHITE WATER (1996)
 DX1061
 DX1061                         *CURRENT SURVEY CONTROL
 DX1061  ___________________________________________________________________
 DX1061* NAD 83(1986)-  33 55 45.     (N)    116 37 55.     (W)     SCALED    
 DX1061* NAVD 88     -       500.94   (+/-2cm)    1643.5    (feet)  VERTCON   
 DX1061  ___________________________________________________________________
 DX1061  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DX1061  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1061
 DX1061.The horizontal coordinates were scaled from a topographic map and have
 DX1061.an estimated accuracy of +/- 6 seconds.
 DX1061
 DX1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1061.The vertical order pertains to the NGVD 29 superseded value.
 DX1061
 DX1061.The geoid height was determined by GEOID03.
 DX1061
 DX1061;                    North         East    Units  Estimated Accuracy
 DX1061;SPC CA 6     -   695,540.    1,964,690.      MT  (+/- 180 meters Scaled)
 DX1061
 DX1061                          SUPERSEDED SURVEY CONTROL
 DX1061
 DX1061  NGVD 29 (??/??/??)  500.150  (m)         1640.91   (f) ADJUSTED    1 2
 DX1061
 DX1061.Superseded values are not recommended for survey control.
 DX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1061.See file dsdata.txt to determine how the superseded data were derived.
 DX1061
 DX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT340543(NAD 83)
 DX1061_MARKER: DD = SURVEY DISK
 DX1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1061_STAMPING: 32 E 1931
 DX1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1061+STABILITY: SURFACE MOTION
 DX1061
 DX1061  HISTORY     - Date     Condition        Report By
 DX1061  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1061  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1061
 DX1061                          STATION DESCRIPTION
 DX1061
 DX1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1061'0.5 MI ENE FROM WHITEWATER.
 DX1061'ABOUT 1/2 MILE EAST NORTHEAST OF THE POST OFFICE AT WHITEWATER,
 DX1061'200 FEET EAST OF THE EAST BANK OF THE WHITEWATER RIVER, 1500
 DX1061'FEET NORTH OF THE POINT WHERE A ROW OF POLES CROSSES THE RIVER
 DX1061'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1837 ***********************************************************************
 JT1837  DESIGNATION -  32 E
 JT1837  PID         -  JT1837
 JT1837  STATE/COUNTY-  CA/NAPA
 JT1837  USGS QUAD   -  NAPA (1980)
 JT1837
 JT1837                         *CURRENT SURVEY CONTROL
 JT1837  ___________________________________________________________________
 JT1837* NAD 83(1986)-  38 20 06.     (N)    122 15 50.     (W)     SCALED    
 JT1837* NAVD 88     -        23.95   (+/-2cm)      78.6    (feet)  VERTCON   
 JT1837  ___________________________________________________________________
 JT1837  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT1837  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1837
 JT1837.The horizontal coordinates were scaled from a topographic map and have
 JT1837.an estimated accuracy of +/- 6 seconds.
 JT1837
 JT1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1837.The vertical order pertains to the NGVD 29 superseded value.
 JT1837
 JT1837.The geoid height was determined by GEOID03.
 JT1837
 JT1837;                    North         East    Units  Estimated Accuracy
 JT1837;SPC CA 2     -   574,220.    1,976,930.      MT  (+/- 180 meters Scaled)
 JT1837
 JT1837                          SUPERSEDED SURVEY CONTROL
 JT1837
 JT1837  NGVD 29 (??/??/92)   23.145  (m)           75.93   (f) ADJ UNCH    1 1
 JT1837
 JT1837.Superseded values are not recommended for survey control.
 JT1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1837.See file dsdata.txt to determine how the superseded data were derived.
 JT1837
 JT1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH643432(NAD 83)
 JT1837_MARKER: DD = SURVEY DISK
 JT1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1837_SP_SET: CONCRETE POST
 JT1837_MARK LOGO: CA2330
 JT1837_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1837+STABILITY: SURFACE MOTION
 JT1837
 JT1837  HISTORY     - Date     Condition        Report By
 JT1837  HISTORY     - 1971     MONUMENTED       CA2330
 JT1837
 JT1837                          STATION DESCRIPTION
 JT1837
 JT1837'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1837'AT INTERSECTION OF MONTICELLO ROAD AND HEDGESIDE, 10 FEET BY 10 FEET
 JT1837'WEST OF THE CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1837'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0027 ***********************************************************************
 EW0027  DESIGNATION -  32 E CADWR
 EW0027  PID         -  EW0027
 EW0027  STATE/COUNTY-  CA/LOS ANGELES
 EW0027  USGS QUAD   -  PALMDALE (1974)
 EW0027
 EW0027                         *CURRENT SURVEY CONTROL
 EW0027  ___________________________________________________________________
 EW0027* NAD 83(1986)-  34 32 07.     (N)    118 04 19.     (W)     SCALED    
 EW0027* NAVD 88     -       904.389  (meters)    2967.15   (feet)  READJUSTED
 EW0027  ___________________________________________________________________
 EW0027  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0027  DYNAMIC HT  -         903.320 (meters)    2963.64  (feet)  COMP
 EW0027  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 EW0027
 EW0027  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW0027
 EW0027.The horizontal coordinates were scaled from a topographic map and have
 EW0027.an estimated accuracy of +/- 6 seconds.
 EW0027
 EW0027.The orthometric height was determined by differential leveling
 EW0027.and adjusted in February 1993.
 EW0027.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW0027.distribution rate of 1.1 thru 2.0 mm/km.
 EW0027.The height was derived from older observations constrained to new
 EW0027.heights in a crustal motion area.  The height is approximate in
 EW0027.relation to other heights in its vicinity.
 EW0027
 EW0027.The geoid height was determined by GEOID03.
 EW0027
 EW0027.The dynamic height is computed by dividing the NAVD 88
 EW0027.geopotential number by the normal gravity value computed on the
 EW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0027.degrees latitude (g = 980.6199 gals.).
 EW0027
 EW0027.The modeled gravity was interpolated from observed gravity values.
 EW0027
 EW0027;                    North         East    Units  Estimated Accuracy
 EW0027;SPC CA 5     -   614,840.    1,993,400.      MT  (+/- 180 meters Scaled)
 EW0027
 EW0027                          SUPERSEDED SURVEY CONTROL
 EW0027
 EW0027  NGVD 29 (??/??/92)  903.509  (m)         2964.26   (f) ADJ UNCH    1 1
 EW0027
 EW0027.Superseded values are not recommended for survey control.
 EW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0027.See file dsdata.txt to determine how the superseded data were derived.
 EW0027
 EW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU016220(NAD 83)
 EW0027_MARKER: DD = SURVEY DISK
 EW0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0027_STAMPING: 32 E 1960
 EW0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0027+STABILITY: SURFACE MOTION
 EW0027
 EW0027  HISTORY     - Date     Condition        Report By
 EW0027  HISTORY     - 1960     MONUMENTED       CADWR
 EW0027  HISTORY     - 1964     GOOD             NGS
 EW0027  HISTORY     - 1971     GOOD             NGS
 EW0027  HISTORY     - 1977     GOOD             NGS
 EW0027
 EW0027                          STATION DESCRIPTION
 EW0027
 EW0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW0027'4.2 MI NE FROM VINCENT.
 EW0027'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION
 EW0027'OF ANGELES FOREST HIGHWAY AT VINCENT, THENCE 1.4 MILES NORTH
 EW0027'ALONG PEARBLOSSOM HIGHWAY, THENCE 0.7 MILE SOUTHEAST ALONG
 EW0027'BARREL SPRINGS ROAD, THENCE 0.1 MILE NORTHEAST ALONG VALLEY
 EW0027'SPRINGS ROAD, THENCE 0.05 MILE WEST ALONG AVENUE T 8 E, AT THE
 EW0027'JUNCTION OF 32ND STREET, 33 FEET WEST OF THE CENTER LINE OF THE
 EW0027'STREET, 55 FEET WEST-SOUTHWEST OF AND ACROSS THE STREET FROM
 EW0027'POWER LINE POLE 1062595E, 28.76 FEET NORTH-NORTHWEST OF TRIANGULATION
 EW0027'STATION BARREL A, ABOUT 5 FEET HIGHER THAN THE ROAD, AND SET
 EW0027'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EW0027'GROUND.
 EW0027
 EW0027                          STATION RECOVERY (1971)
 EW0027
 EW0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW0027'RECOVERED IN GOOD CONDITION.
 EW0027
 EW0027                          STATION RECOVERY (1977)
 EW0027
 EW0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0027'2.0 MILES NORTHEAST ALONG SIERRA HIGHWAY FROM THE T-JUNCTION OF
 EW0027'ANGELES FOREST HIGHWAY AT VINCENT, THENCE 1.45 MILES NORTHEAST
 EW0027'ALONG PEARBLOSSOM HIGHWAY, THENCE 0.7 MILE SOUTHEAST ALONG OLD
 EW0027'BARREL SPRINGS ROAD (DIRT), THENCE 0.1 MILE NORTHEAST ALONG VALLEY
 EW0027'SPRINGS ROAD, THENCE 0.05 MILE WEST ALONG AVENUE T8 EAST AT
 EW0027'JUNCTION OF 32ND STREET, 55 FT. SOUTHWEST OF AND ACROSS STREET
 EW0027'FROM POWER LINE POLE 1062595E, 33 FT. WEST OF CENTER LINE OF 32ND
 EW0027'STREET, 28.7 FT. NORTHWEST OF BARREL A.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1062 ***********************************************************************
 DX1062  DESIGNATION -  32 F
 DX1062  PID         -  DX1062
 DX1062  STATE/COUNTY-  CA/RIVERSIDE
 DX1062  USGS QUAD   -  WHITE WATER (1996)
 DX1062
 DX1062                         *CURRENT SURVEY CONTROL
 DX1062  ___________________________________________________________________
 DX1062* NAD 83(1986)-  33 55 30.     (N)    116 37 58.     (W)     SCALED    
 DX1062* NAVD 88     -       414.16   (+/-2cm)    1358.8    (feet)  VERTCON   
 DX1062  ___________________________________________________________________
 DX1062  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DX1062  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1062
 DX1062.The horizontal coordinates were scaled from a topographic map and have
 DX1062.an estimated accuracy of +/- 6 seconds.
 DX1062
 DX1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1062.The vertical order pertains to the NGVD 29 superseded value.
 DX1062
 DX1062.The geoid height was determined by GEOID03.
 DX1062
 DX1062;                    North         East    Units  Estimated Accuracy
 DX1062;SPC CA 6     -   695,080.    1,964,610.      MT  (+/- 180 meters Scaled)
 DX1062
 DX1062                          SUPERSEDED SURVEY CONTROL
 DX1062
 DX1062  NGVD 29 (??/??/??)  413.364  (m)         1356.18   (f) ADJUSTED    1 2
 DX1062
 DX1062.Superseded values are not recommended for survey control.
 DX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1062.See file dsdata.txt to determine how the superseded data were derived.
 DX1062
 DX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT339539(NAD 83)
 DX1062_MARKER: DD = SURVEY DISK
 DX1062_SETTING: 80 = SET IN A BOULDER
 DX1062_SP_SET: BOULDER
 DX1062_STAMPING: 32 F 1931
 DX1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1062+STABILITY: SURFACE MOTION
 DX1062
 DX1062  HISTORY     - Date     Condition        Report By
 DX1062  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1062  HISTORY     - 1960     GOOD             NGS
 DX1062
 DX1062                          STATION DESCRIPTION
 DX1062
 DX1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1062'0.5 MI E FROM WHITEWATER.
 DX1062'ABOUT 1/2 MILE EAST OF THE POST OFFICE AT WHITEWATER, 400 FEET
 DX1062'EAST OF THE EAST END OF THE BRIDGE (OLD BRIDGE) OVER THE
 DX1062'WHITEWATER RIVER, 100 FEET NORTH OF THE OLD PORTION OF U.S.
 DX1062'HIGHWAY 99 AND SET IN A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1835 ***********************************************************************
 JT1835  DESIGNATION -  32 F
 JT1835  PID         -  JT1835
 JT1835  STATE/COUNTY-  CA/NAPA
 JT1835  USGS QUAD   -  NAPA (1980)
 JT1835
 JT1835                         *CURRENT SURVEY CONTROL
 JT1835  ___________________________________________________________________
 JT1835* NAD 83(1986)-  38 20 16.     (N)    122 15 39.     (W)     SCALED    
 JT1835* NAVD 88     -        24.45   (+/-2cm)      80.2    (feet)  VERTCON   
 JT1835  ___________________________________________________________________
 JT1835  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT1835  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1835
 JT1835.The horizontal coordinates were scaled from a topographic map and have
 JT1835.an estimated accuracy of +/- 6 seconds.
 JT1835
 JT1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1835.The vertical order pertains to the NGVD 29 superseded value.
 JT1835
 JT1835.The geoid height was determined by GEOID03.
 JT1835
 JT1835;                    North         East    Units  Estimated Accuracy
 JT1835;SPC CA 2     -   574,530.    1,977,200.      MT  (+/- 180 meters Scaled)
 JT1835
 JT1835                          SUPERSEDED SURVEY CONTROL
 JT1835
 JT1835  NGVD 29 (??/??/92)   23.650  (m)           77.59   (f) ADJ UNCH    1 1
 JT1835
 JT1835.Superseded values are not recommended for survey control.
 JT1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1835.See file dsdata.txt to determine how the superseded data were derived.
 JT1835
 JT1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645435(NAD 83)
 JT1835_MARKER: DD = SURVEY DISK
 JT1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1835_SP_SET: CONCRETE POST
 JT1835_MARK LOGO: CA2330
 JT1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1835+STABILITY: SURFACE MOTION
 JT1835
 JT1835  HISTORY     - Date     Condition        Report By
 JT1835  HISTORY     - 1971     MONUMENTED       CA2330
 JT1835
 JT1835                          STATION DESCRIPTION
 JT1835
 JT1835'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1835'ALONG MONTICELLO ROAD, ON SOUTHBOUND LANE OF ATLAS PEAK ROAD,
 JT1835'NORTHWEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1835'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2233 ***********************************************************************
 EV2233  DESIGNATION -  32 FMK
 EV2233  PID         -  EV2233
 EV2233  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2233  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2233
 EV2233                         *CURRENT SURVEY CONTROL
 EV2233  ___________________________________________________________________
 EV2233* NAD 83(1986)-  34 59 39.     (N)    117 34 08.     (W)     SCALED    
 EV2233* NAVD 88     -       756.844  (meters)    2483.08   (feet)  ADJUSTED  
 EV2233  ___________________________________________________________________
 EV2233  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2233  DYNAMIC HT  -         755.989 (meters)    2480.27  (feet)  COMP
 EV2233  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 EV2233
 EV2233  VERT ORDER  -  FIRST     CLASS I
 EV2233
 EV2233.The horizontal coordinates were scaled from a topographic map and have
 EV2233.an estimated accuracy of +/- 6 seconds.
 EV2233
 EV2233.The orthometric height was determined by differential leveling
 EV2233.and adjusted in June 1991.
 EV2233
 EV2233.The geoid height was determined by GEOID03.
 EV2233
 EV2233.The dynamic height is computed by dividing the NAVD 88
 EV2233.geopotential number by the normal gravity value computed on the
 EV2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2233.degrees latitude (g = 980.6199 gals.).
 EV2233
 EV2233.The modeled gravity was interpolated from observed gravity values.
 EV2233
 EV2233;                    North         East    Units  Estimated Accuracy
 EV2233;SPC CA 5     -   665,830.    2,039,360.      MT  (+/- 180 meters Scaled)
 EV2233
 EV2233                          SUPERSEDED SURVEY CONTROL
 EV2233
 EV2233  NGVD 29 (??/??/92)  756.047  (m)         2480.46   (f) ADJ UNCH    1 1
 EV2233
 EV2233.Superseded values are not recommended for survey control.
 EV2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2233.See file dsdata.txt to determine how the superseded data were derived.
 EV2233
 EV2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU480725(NAD 83)
 EV2233_MARKER: DD = SURVEY DISK
 EV2233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2233_SP_SET: 10 FEET
 EV2233_STAMPING: 32 FMK 1973
 EV2233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2233
 EV2233  HISTORY     - Date     Condition        Report By
 EV2233  HISTORY     - 1973     MONUMENTED       USGS
 EV2233  HISTORY     - 1974     GOOD             NGS
 EV2233  HISTORY     - 1977     GOOD             NGS
 EV2233
 EV2233                          STATION DESCRIPTION
 EV2233
 EV2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2233'4.8 MI E FROM BORON.
 EV2233'4.75 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2233'FROM THE STATION AT BORON, 11 POLES WEST OF MILEPOLE 779, 74.2
 EV2233'FEET NORTH OF THE NORTH RAIL, 44 FEET NORTH OF THE CENTER LINE OF
 EV2233'A DIRT ROAD, 5 1/2 FEET EAST OF A TELEPHONE POLE, 126 1/2 FEET
 EV2233'NORTH-NORTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE 189-13,
 EV2233'1.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 EV2233'TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH
 EV2233'OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 EV2233'PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 1,
 EV2233'T10N, R7W
 EV2233
 EV2233                          STATION RECOVERY (1977)
 EV2233
 EV2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1063 ***********************************************************************
 DX1063  DESIGNATION -  32 G
 DX1063  PID         -  DX1063
 DX1063  STATE/COUNTY-  CA/RIVERSIDE
 DX1063  USGS QUAD   -  WHITE WATER (1996)
 DX1063
 DX1063                         *CURRENT SURVEY CONTROL
 DX1063  ___________________________________________________________________
 DX1063* NAD 83(1986)-  33 55 30.     (N)    116 38 04.     (W)     SCALED    
 DX1063* NAVD 88     -       419.19   (+/-2cm)    1375.3    (feet)  VERTCON   
 DX1063  ___________________________________________________________________
 DX1063  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DX1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1063
 DX1063.The horizontal coordinates were scaled from a topographic map and have
 DX1063.an estimated accuracy of +/- 6 seconds.
 DX1063
 DX1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1063.The vertical order pertains to the NGVD 29 superseded value.
 DX1063
 DX1063.The geoid height was determined by GEOID03.
 DX1063
 DX1063;                    North         East    Units  Estimated Accuracy
 DX1063;SPC CA 6     -   695,080.    1,964,450.      MT  (+/- 180 meters Scaled)
 DX1063
 DX1063                          SUPERSEDED SURVEY CONTROL
 DX1063
 DX1063  NGVD 29 (??/??/??)  418.400  (m)         1372.70   (f) ADJUSTED    1 2
 DX1063
 DX1063.Superseded values are not recommended for survey control.
 DX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1063.See file dsdata.txt to determine how the superseded data were derived.
 DX1063
 DX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT337539(NAD 83)
 DX1063_MARKER: DD = SURVEY DISK
 DX1063_SETTING: 80 = SET IN A BOULDER
 DX1063_SP_SET: BOULDER
 DX1063_STAMPING: 32 G 1931
 DX1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1063+STABILITY: SURFACE MOTION
 DX1063
 DX1063  HISTORY     - Date     Condition        Report By
 DX1063  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1063  HISTORY     - 1960     GOOD             NGS
 DX1063
 DX1063                          STATION DESCRIPTION
 DX1063
 DX1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1063'0.5 MI E FROM WHITEWATER.
 DX1063'ABOUT 1/2 MILE EAST OF THE POST OFFICE AT WHITEWATER, 600 FEET
 DX1063'NORTH OF THE OLD PORTION OF U.S. HIGHWAY 99 AT THE EAST END OF
 DX1063'THE OLD BRIDGE OVER THE WHITEWATER RIVER, 100 FEET WEST OF THE
 DX1063'EAST BANK OF THE RIVER AND SET IN THE TOP OF A LARGE GRANITE
 DX1063'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1839 ***********************************************************************
 JT1839  DESIGNATION -  32 G
 JT1839  PID         -  JT1839
 JT1839  STATE/COUNTY-  CA/NAPA
 JT1839  USGS QUAD   -  NAPA (1980)
 JT1839
 JT1839                         *CURRENT SURVEY CONTROL
 JT1839  ___________________________________________________________________
 JT1839* NAD 83(1986)-  38 20 19.     (N)    122 15 35.     (W)     SCALED    
 JT1839* NAVD 88     -        27.74   (+/-2cm)      91.0    (feet)  VERTCON   
 JT1839  ___________________________________________________________________
 JT1839  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT1839  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1839
 JT1839.The horizontal coordinates were scaled from a topographic map and have
 JT1839.an estimated accuracy of +/- 6 seconds.
 JT1839
 JT1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1839.The vertical order pertains to the NGVD 29 superseded value.
 JT1839
 JT1839.The geoid height was determined by GEOID03.
 JT1839
 JT1839;                    North         East    Units  Estimated Accuracy
 JT1839;SPC CA 2     -   574,620.    1,977,290.      MT  (+/- 180 meters Scaled)
 JT1839
 JT1839                          SUPERSEDED SURVEY CONTROL
 JT1839
 JT1839  NGVD 29 (??/??/92)   26.936  (m)           88.37   (f) ADJ UNCH    1 1
 JT1839
 JT1839.Superseded values are not recommended for survey control.
 JT1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1839.See file dsdata.txt to determine how the superseded data were derived.
 JT1839
 JT1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH646436(NAD 83)
 JT1839_MARKER: DD = SURVEY DISK
 JT1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1839_SP_SET: CONCRETE POST
 JT1839_MARK LOGO: CA2330
 JT1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1839+STABILITY: SURFACE MOTION
 JT1839
 JT1839  HISTORY     - Date     Condition        Report By
 JT1839  HISTORY     - 1971     MONUMENTED       CA2330
 JT1839
 JT1839                          STATION DESCRIPTION
 JT1839
 JT1839'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1839'ALONG MONTICELLO ROAD, NORTHWEST OF EP AND CENTERLINE OF VICHY AVENUE,
 JT1839'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0872 ***********************************************************************
 DX0872  DESIGNATION -  32 H
 DX0872  PID         -  DX0872
 DX0872  STATE/COUNTY-  CA/RIVERSIDE
 DX0872  USGS QUAD   -  WHITE WATER (1996)
 DX0872
 DX0872                         *CURRENT SURVEY CONTROL
 DX0872  ___________________________________________________________________
 DX0872* NAD 83(1986)-  33 55 28.     (N)    116 38 31.     (W)     SCALED    
 DX0872* NAVD 88     -       417.01   (+/-2cm)    1368.1    (feet)  VERTCON   
 DX0872  ___________________________________________________________________
 DX0872  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DX0872  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0872
 DX0872.The horizontal coordinates were scaled from a topographic map and have
 DX0872.an estimated accuracy of +/- 6 seconds.
 DX0872
 DX0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0872.The vertical order pertains to the NGVD 29 superseded value.
 DX0872
 DX0872.The geoid height was determined by GEOID03.
 DX0872
 DX0872;                    North         East    Units  Estimated Accuracy
 DX0872;SPC CA 6     -   695,020.    1,963,760.      MT  (+/- 180 meters Scaled)
 DX0872
 DX0872                          SUPERSEDED SURVEY CONTROL
 DX0872
 DX0872  NGVD 29 (??/??/??)  416.220  (m)         1365.55   (f) ADJUSTED    1 2
 DX0872
 DX0872.Superseded values are not recommended for survey control.
 DX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0872.See file dsdata.txt to determine how the superseded data were derived.
 DX0872
 DX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT330538(NAD 83)
 DX0872_MARKER: DD = SURVEY DISK
 DX0872_SETTING: 80 = SET IN A BOULDER
 DX0872_SP_SET: BOULDER
 DX0872_STAMPING: 32 H 1931
 DX0872_MARK LOGO: MWDSC 
 DX0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0872+STABILITY: SURFACE MOTION
 DX0872
 DX0872  HISTORY     - Date     Condition        Report By
 DX0872  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0872  HISTORY     - 1960     GOOD             NGS
 DX0872  HISTORY     - 1986     GOOD             USPSQD
 DX0872  HISTORY     - 1986     GOOD             NGS
 DX0872  HISTORY     - 1987     GOOD             USPSQD
 DX0872  HISTORY     - 1989     GOOD             USPSQD
 DX0872  HISTORY     - 1990     GOOD             USPSQD
 DX0872
 DX0872                          STATION DESCRIPTION
 DX0872
 DX0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0872'0.2 MI W FROM WHITEWATER.
 DX0872'ABOUT 1000 FEET WEST OF THE POST OFFICE AT WHITEWATER, 700
 DX0872'FEET WEST OF THE TELEPHONE BUILDING, 500 FEET NORTH OF U.S.
 DX0872'HIGHWAY 99, AT THE SOUTH BASE OF THE FIRST RIDGE WEST OF
 DX0872'WHITEWATER AND IN THE TOP OF A LARGE GRANITE BOULDER.
 DX0872
 DX0872                          STATION RECOVERY (1986)
 DX0872
 DX0872'RECOVERY NOTE BY US POWER SQUADRON 1986 (EM)
 DX0872'RECOVERED IN GOOD CONDITION.
 DX0872
 DX0872                          STATION RECOVERY (1986)
 DX0872
 DX0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0872'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KN (5.0
 DX0872'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0872'SPRINGS, THENCE 5.0 KM (3.1 MI) SOUTH ALONG STATE HIGHWAY 62, THENCE
 DX0872'4.0 KM (2.5 MI) WEST ALONG I-10, THENCE 0.10 KM (0.06 MI) NORTHEAST
 DX0872'ALONG THE WHITEWATER FRONTAGE ROAD, A LARGE BOULDER AT THE SOUTH BASE
 DX0872'OF A HILL, DIRECTLY UNDER A POWERLINE, 70 METERS (230 FT) NORTH OF
 DX0872'THE CENTERLINE OF THE FRONTAGE ROAD.
 DX0872'THE MARK IS 1.5 METERS  W FROM  A WITNESS POST
 DX0872'THE MARK IS 1.5 M ABOVE THE ROAD.
 DX0872
 DX0872                          STATION RECOVERY (1987)
 DX0872
 DX0872'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 DX0872'RECOVERED IN GOOD CONDITION.
 DX0872
 DX0872                          STATION RECOVERY (1989)
 DX0872
 DX0872'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0872'RECOVERED IN GOOD CONDITION.
 DX0872
 DX0872                          STATION RECOVERY (1990)
 DX0872
 DX0872'RECOVERY NOTE BY US POWER SQUADRON 1990 (EEM)
 DX0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0153 ***********************************************************************
 DX0153  DESIGNATION -  32 J
 DX0153  PID         -  DX0153
 DX0153  STATE/COUNTY-  CA/RIVERSIDE
 DX0153  USGS QUAD   -  WHITE WATER (1996)
 DX0153
 DX0153                         *CURRENT SURVEY CONTROL
 DX0153  ___________________________________________________________________
 DX0153* NAD 83(1986)-  33 55 33.     (N)    116 39 43.     (W)     SCALED    
 DX0153* NAVD 88     -       377.05   (+/-2cm)    1237.0    (feet)  VERTCON   
 DX0153  ___________________________________________________________________
 DX0153  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 DX0153  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0153
 DX0153.The horizontal coordinates were scaled from a topographic map and have
 DX0153.an estimated accuracy of +/- 6 seconds.
 DX0153
 DX0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0153.The vertical order pertains to the NGVD 29 superseded value.
 DX0153
 DX0153.The geoid height was determined by GEOID03.
 DX0153
 DX0153;                    North         East    Units  Estimated Accuracy
 DX0153;SPC CA 6     -   695,180.    1,961,910.      MT  (+/- 180 meters Scaled)
 DX0153
 DX0153                          SUPERSEDED SURVEY CONTROL
 DX0153
 DX0153  NGVD 29 (??/??/??)  376.252  (m)         1234.42   (f) ADJUSTED    1 2
 DX0153
 DX0153.Superseded values are not recommended for survey control.
 DX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0153.See file dsdata.txt to determine how the superseded data were derived.
 DX0153
 DX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT312539(NAD 83)
 DX0153_MARKER: DD = SURVEY DISK
 DX0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0153_STAMPING: 32 J 1931
 DX0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0153+STABILITY: SURFACE MOTION
 DX0153
 DX0153  HISTORY     - Date     Condition        Report By
 DX0153  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0153  HISTORY     - 1960     GOOD             NGS
 DX0153
 DX0153                          STATION DESCRIPTION
 DX0153
 DX0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0153'1.2 MI W FROM WHITEWATER.
 DX0153'ABOUT 1 1/4 MILE WEST OF THE POST OFFICE AT WHITEWATER, 2000
 DX0153'FEET NORTHWEST OF THE JUNCTION OF THE PALM SPRINGS ROAD AND U.S.
 DX0153'HIGHWAY 99, ON THE WEST SLOPE (NOT EAST SLOPE AS OF OLD
 DX0153'DESCRIPTION) OF A WIDE DRAINAGE BASIN, ABOUT 400 FEET SOUTH OF
 DX0153'THE BASE OF THE HILLS AND SET IN THE TOP OF A CONCRETE POST
 DX0153'PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2741 ***********************************************************************
 HR2741  DESIGNATION -  32 JD
 HR2741  PID         -  HR2741
 HR2741  STATE/COUNTY-  CA/MADERA
 HR2741  USGS QUAD   -  TIMBER KNOB (1992)
 HR2741
 HR2741                         *CURRENT SURVEY CONTROL
 HR2741  ___________________________________________________________________
 HR2741* NAD 83(1992)-  37 32 30.28396(N)    119 16 09.07713(W)     ADJUSTED  
 HR2741* NAVD 88     -      2125.56   (+/-2cm)    6973.6    (feet)  VERTCON   
 HR2741  ___________________________________________________________________
 HR2741  EPOCH DATE  -        1991.35
 HR2741  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 HR2741  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HR2741  HORZ ORDER  -  SECOND
 HR2741  VERT ORDER  -  THIRD ? (See Below)
 HR2741
 HR2741.The horizontal coordinates were established by classical geodetic methods
 HR2741.and adjusted by the National Geodetic Survey in March 1994.
 HR2741.The horizontal coordinates are valid at the epoch date displayed above.
 HR2741.The epoch date for horizontal control is a decimal equivalence
 HR2741.of Year/Month/Day.
 HR2741
 HR2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2741.The vertical order pertains to the NGVD 29 superseded value.
 HR2741
 HR2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2741
 HR2741.The geoid height was determined by GEOID03.
 HR2741
 HR2741;                    North         East     Units Scale Factor Converg.
 HR2741;SPC CA 3     -   616,328.815 2,108,764.354   MT  0.99993582   +0 45 12.8
 HR2741;SPC CA 3     - 2,022,072.12  6,918,504.38   sFT  0.99993582   +0 45 12.8
 HR2741;SPC CA 4     -   745,096.471 1,976,208.583   MT  1.00006850   -0 09 38.1
 HR2741;SPC CA 4     - 2,444,537.34  6,483,610.99   sFT  1.00006850   -0 09 38.1
 HR2741;UTM  11      - 4,157,392.454   299,524.391   MT  1.00009507   -1 22 59.4
 HR2741
 HR2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2741!SPC CA 3     -   0.99967054  x   0.99993582  =   0.99960638
 HR2741!SPC CA 4     -   0.99967054  x   1.00006850  =   0.99973901
 HR2741!UTM  11      -   0.99967054  x   1.00009507  =   0.99976558
 HR2741
 HR2741                          SUPERSEDED SURVEY CONTROL
 HR2741
 HR2741  NAD 83(1986)-  37 32 30.27374(N)    119 16 09.07434(W) AD(1984.00) 2
 HR2741  NAD 27      -  37 32 30.48208(N)    119 16 05.62475(W) AD(       ) 2
 HR2741  NGVD 29 (07/19/86) 2124.15   (m)         6969.0    (f) LEVELING    3  
 HR2741
 HR2741.Superseded values are not recommended for survey control.
 HR2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2741.See file dsdata.txt to determine how the superseded data were derived.
 HR2741
 HR2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB9952457392(NAD 83)
 HR2741_MARKER: Z = SEE DESCRIPTION
 HR2741_SETTING: 0 = UNSPECIFIED SETTING
 HR2741
 HR2741  HISTORY     - Date     Condition        Report By
 HR2741  HISTORY     - 1968     MONUMENTED       CGS
 HR2741
 HR2741                          STATION DESCRIPTION
 HR2741
 HR2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HR2741'STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF NORTH FORK,
 HR2741'2-1/2 MILES NORTHWEST OF CATTLE MOUNTAIN AND 1-1/2 MILES
 HR2741'NORTH OF THE CLOVER RANGER STATION IN THE GRANITE CREEK
 HR2741'CAMPGROUNDS.
 HR2741'
 HR2741'TO REACH FROM THE CLOVER RANGER STATION, GO NORTHERLY ON
 HR2741'MAIN ROAD FOR 0.45 MILE TO FORK AND SIGN GRANITE CREEK CAMPGROUNDS
 HR2741'1/2, TAKE THE RIGHT FORK AND FOLLOW MAIN ROAD FOR 1 MILE TO THE
 HR2741'GRANITE CREEK CAMPGROUNDS REST-ROOM AND STATION.
 HR2741'
 HR2741'STATION MARK, A U.S. GEOLOGICAL BENCH MARK DISK STAMPED 6969
 HR2741'JD 32 1952, IS SET IN A DRILL IN A LARGE BOULDER WHICH PROJECTS
 HR2741'1 FOOT.  THE MARK IS 30 FEET WEST OF THE REST-ROOM AND 32
 HR2741'FEET EAST OF THE BASE OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1058 ***********************************************************************
 DX1058  DESIGNATION -  32 K
 DX1058  PID         -  DX1058
 DX1058  STATE/COUNTY-  CA/RIVERSIDE
 DX1058  USGS QUAD   -  WHITE WATER (1996)
 DX1058
 DX1058                         *CURRENT SURVEY CONTROL
 DX1058  ___________________________________________________________________
 DX1058* NAD 83(1986)-  33 55 49.     (N)    116 40 20.     (W)     SCALED    
 DX1058* NAVD 88     -       446.85   (+/-2cm)    1466.0    (feet)  VERTCON   
 DX1058  ___________________________________________________________________
 DX1058  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 DX1058  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1058
 DX1058.The horizontal coordinates were scaled from a topographic map and have
 DX1058.an estimated accuracy of +/- 6 seconds.
 DX1058
 DX1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1058.The vertical order pertains to the NGVD 29 superseded value.
 DX1058
 DX1058.The geoid height was determined by GEOID03.
 DX1058
 DX1058;                    North         East    Units  Estimated Accuracy
 DX1058;SPC CA 6     -   695,670.    1,960,960.      MT  (+/- 180 meters Scaled)
 DX1058
 DX1058                          SUPERSEDED SURVEY CONTROL
 DX1058
 DX1058  NGVD 29 (??/??/??)  446.056  (m)         1463.44   (f) ADJUSTED    1 2
 DX1058
 DX1058.Superseded values are not recommended for survey control.
 DX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1058.See file dsdata.txt to determine how the superseded data were derived.
 DX1058
 DX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT302544(NAD 83)
 DX1058_MARKER: DD = SURVEY DISK
 DX1058_SETTING: 80 = SET IN A BOULDER
 DX1058_SP_SET: BOULDER
 DX1058_STAMPING: 32 K 1931
 DX1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1058+STABILITY: SURFACE MOTION
 DX1058
 DX1058  HISTORY     - Date     Condition        Report By
 DX1058  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1058  HISTORY     - 1960     GOOD             NGS
 DX1058
 DX1058                          STATION DESCRIPTION
 DX1058
 DX1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1058'1.8 MI W FROM WHITEWATER.
 DX1058'THE MARK IS LOCATED ABOUT 1.8 MILES WEST OF WHITEWATER, ABOUT
 DX1058'100 YARDS SOUTHEAST OF A LARGE STEEL TRANSMISSION TOWER, JUST
 DX1058'WEST OF A NORTH-SOUTH TRACK ROAD AND ABOUT 100 YARDS SOUTH OF
 DX1058'AN EAST-WEST TRACK ROAD AND LEADING ALONG THE TRANSMISSION LINE.
 DX1058'THE MARK IS A STANDARD MWDSC DISK STAMPED 32 K 1931, SET IN THE
 DX1058'TOP OF A 3X4 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0154 ***********************************************************************
 DX0154  DESIGNATION -  32 L
 DX0154  PID         -  DX0154
 DX0154  STATE/COUNTY-  CA/RIVERSIDE
 DX0154  USGS QUAD   -  WHITE WATER (1996)
 DX0154
 DX0154                         *CURRENT SURVEY CONTROL
 DX0154  ___________________________________________________________________
 DX0154* NAD 83(1986)-  33 55 46.     (N)    116 40 29.     (W)     SCALED    
 DX0154* NAVD 88     -       446.19   (+/-2cm)    1463.9    (feet)  VERTCON   
 DX0154  ___________________________________________________________________
 DX0154  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 DX0154  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0154
 DX0154.The horizontal coordinates were scaled from a topographic map and have
 DX0154.an estimated accuracy of +/- 6 seconds.
 DX0154
 DX0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0154.The vertical order pertains to the NGVD 29 superseded value.
 DX0154
 DX0154.The geoid height was determined by GEOID03.
 DX0154
 DX0154;                    North         East    Units  Estimated Accuracy
 DX0154;SPC CA 6     -   695,580.    1,960,730.      MT  (+/- 180 meters Scaled)
 DX0154
 DX0154                          SUPERSEDED SURVEY CONTROL
 DX0154
 DX0154  NGVD 29 (??/??/??)  445.389  (m)         1461.25   (f) ADJUSTED    1 2
 DX0154
 DX0154.Superseded values are not recommended for survey control.
 DX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0154.See file dsdata.txt to determine how the superseded data were derived.
 DX0154
 DX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT300543(NAD 83)
 DX0154_MARKER: DD = SURVEY DISK
 DX0154_SETTING: 80 = SET IN A BOULDER
 DX0154_SP_SET: BOULDER
 DX0154_STAMPING: 32 L 1931
 DX0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0154+STABILITY: SURFACE MOTION
 DX0154
 DX0154  HISTORY     - Date     Condition        Report By
 DX0154  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0154  HISTORY     - 1960     GOOD             NGS
 DX0154
 DX0154                          STATION DESCRIPTION
 DX0154
 DX0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0154'2 MI W FROM WHITEWATER.
 DX0154'THE MARK IS LOCATED ABOUT 2.0 MILES WEST OF WHITEWATER, ABOUT
 DX0154'150 YARDS NORTH OF A LARGE TRANSMISSION LINE TRACK ROAD, ON THE
 DX0154'SOUTH TIP OF A SMALL RIDGE IN A BOULDER AMONG A GROUP OF
 DX0154'BOULDERS.  THE MARK IS A STANDARD METROPOLITAN WATER DISTRICT
 DX0154'OF SOUTHERN CALIFORNIA BRONZE DISK STAMPED 32 L 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0155 ***********************************************************************
 DX0155  DESIGNATION -  32 M
 DX0155  PID         -  DX0155
 DX0155  STATE/COUNTY-  CA/RIVERSIDE
 DX0155  USGS QUAD   -  WHITE WATER (1996)
 DX0155
 DX0155                         *CURRENT SURVEY CONTROL
 DX0155  ___________________________________________________________________
 DX0155* NAD 83(1986)-  33 56 04.     (N)    116 41 20.     (W)     SCALED    
 DX0155* NAVD 88     -       488.11   (+/-2cm)    1601.4    (feet)  VERTCON   
 DX0155  ___________________________________________________________________
 DX0155  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DX0155  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0155
 DX0155.The horizontal coordinates were scaled from a topographic map and have
 DX0155.an estimated accuracy of +/- 6 seconds.
 DX0155
 DX0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0155.The vertical order pertains to the NGVD 29 superseded value.
 DX0155
 DX0155.The geoid height was determined by GEOID03.
 DX0155
 DX0155;                    North         East    Units  Estimated Accuracy
 DX0155;SPC CA 6     -   696,140.    1,959,420.      MT  (+/- 180 meters Scaled)
 DX0155
 DX0155                          SUPERSEDED SURVEY CONTROL
 DX0155
 DX0155  NGVD 29 (??/??/??)  487.313  (m)         1598.79   (f) ADJUSTED    1 2
 DX0155
 DX0155.Superseded values are not recommended for survey control.
 DX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0155.See file dsdata.txt to determine how the superseded data were derived.
 DX0155
 DX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT287549(NAD 83)
 DX0155_MARKER: DD = SURVEY DISK
 DX0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0155_STAMPING: 32 M 1931
 DX0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0155+STABILITY: SURFACE MOTION
 DX0155
 DX0155  HISTORY     - Date     Condition        Report By
 DX0155  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0155  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0155
 DX0155                          STATION DESCRIPTION
 DX0155
 DX0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0155'3 MI NW FROM WHITEWATER.
 DX0155'3.0 MILES NORTHWEST OF THE POST OFFICE AT WHITEWATER, 1.0 NORTH
 DX0155'OF U.S. HIGHWAY 99, AT A POINT WHERE THE HIGHWAY TURNS FROM THE
 DX0155'RAILROAD, ABOUT 250 FEET WEST OF A LARGE WASH ON THE EAST SIDE
 DX0155'OF COMPARATIVELY SMOOTH COUNTRY EXTENDING SEVERAL MILES WESTWARD,
 DX0155'AND SURROUNDED BY A FENCE.  A STANDARD DISK SET IN THE TOP OF A
 DX0155'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1290 ***********************************************************************
 JT1290  DESIGNATION -  32 M
 JT1290  PID         -  JT1290
 JT1290  STATE/COUNTY-  CA/SONOMA
 JT1290  USGS QUAD   -  WARM SPRINGS DAM (1978)
 JT1290
 JT1290                         *CURRENT SURVEY CONTROL
 JT1290  ___________________________________________________________________
 JT1290* NAD 83(1986)-  38 42 33.     (N)    123 01 05.     (W)     SCALED    
 JT1290* NAVD 88     -       115.09   (+/-2cm)     377.6    (feet)  VERTCON   
 JT1290  ___________________________________________________________________
 JT1290  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JT1290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1290
 JT1290.The horizontal coordinates were scaled from a topographic map and have
 JT1290.an estimated accuracy of +/- 6 seconds.
 JT1290
 JT1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1290.The vertical order pertains to the NGVD 29 superseded value.
 JT1290
 JT1290.The geoid height was determined by GEOID03.
 JT1290
 JT1290;                    North         East    Units  Estimated Accuracy
 JT1290;SPC CA 2     -   616,220.    1,911,460.      MT  (+/- 180 meters Scaled)
 JT1290
 JT1290                          SUPERSEDED SURVEY CONTROL
 JT1290
 JT1290  NGVD 29 (??/??/92)  114.21   (m)          374.7    (f) COMPUTED    2 0
 JT1290
 JT1290.Superseded values are not recommended for survey control.
 JT1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1290.See file dsdata.txt to determine how the superseded data were derived.
 JT1290
 JT1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH984845(NAD 83)
 JT1290_MARKER: DB = BENCH MARK DISK
 JT1290_SETTING: 80 = SET IN A BOULDER
 JT1290_SP_SET: BOULDER
 JT1290_STAMPING: 32 M 1933 374
 JT1290_MARK LOGO: USGS  
 JT1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1290+STABILITY: SURFACE MOTION
 JT1290
 JT1290  HISTORY     - Date     Condition        Report By
 JT1290  HISTORY     - 1933     MONUMENTED       USGS
 JT1290  HISTORY     - 1960     GOOD             CGS
 JT1290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JT1290
 JT1290                          STATION DESCRIPTION
 JT1290
 JT1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1290'1.5 MI NE FROM SKAGGS SPRINGS.
 JT1290'1.5 MILES NORTHEAST ALONG THE GEYSERVILLE-STEWARTS POINT ROAD
 JT1290'FROM THE VILLAGE OF SKAGGS SPRINGS, AT A SMALL FLAT AREA BETWEEN
 JT1290'ROAD CUTS, IN THE TOP OF A LARGE BOULDER THAT PROJECTS 3 FEET
 JT1290'ABOVE THE GROUND AND IS 20 FEET NORTH OF THE CENTERLINE OF THE
 JT1290'ROAD.  A U.S. GEOLOGICAL SURVEY DISK.
 JT1290
 JT1290                          STATION RECOVERY (1987)
 JT1290
 JT1290'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0156 ***********************************************************************
 DX0156  DESIGNATION -  32 N
 DX0156  PID         -  DX0156
 DX0156  STATE/COUNTY-  CA/RIVERSIDE
 DX0156  USGS QUAD   -  WHITE WATER (1996)
 DX0156
 DX0156                         *CURRENT SURVEY CONTROL
 DX0156  ___________________________________________________________________
 DX0156* NAD 83(1986)-  33 55 56.     (N)    116 42 45.     (W)     SCALED    
 DX0156* NAVD 88     -       493.25   (+/-2cm)    1618.3    (feet)  VERTCON   
 DX0156  ___________________________________________________________________
 DX0156  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DX0156  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0156
 DX0156.The horizontal coordinates were scaled from a topographic map and have
 DX0156.an estimated accuracy of +/- 6 seconds.
 DX0156
 DX0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0156.The vertical order pertains to the NGVD 29 superseded value.
 DX0156
 DX0156.The geoid height was determined by GEOID03.
 DX0156
 DX0156;                    North         East    Units  Estimated Accuracy
 DX0156;SPC CA 6     -   695,910.    1,957,240.      MT  (+/- 180 meters Scaled)
 DX0156
 DX0156                          SUPERSEDED SURVEY CONTROL
 DX0156
 DX0156  NGVD 29 (??/??/??)  492.448  (m)         1615.64   (f) ADJUSTED    1 2
 DX0156
 DX0156.Superseded values are not recommended for survey control.
 DX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0156.See file dsdata.txt to determine how the superseded data were derived.
 DX0156
 DX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT265546(NAD 83)
 DX0156_MARKER: DD = SURVEY DISK
 DX0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0156_STAMPING: 32 N 1931
 DX0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0156+STABILITY: SURFACE MOTION
 DX0156
 DX0156  HISTORY     - Date     Condition        Report By
 DX0156  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0156  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0156
 DX0156                          STATION DESCRIPTION
 DX0156
 DX0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0156'4.2 MI W FROM WHITEWATER.
 DX0156'ABOUT 4 1/4 MILES WEST OF THE POST OFFICE AT WHITEWATER, 3/4
 DX0156'MILE NORTH OF U.S. HIGHWAY 99, 200 FEET NORTHEAST OF A POWERLINE,
 DX0156'AT THE FOURTH POLE EAST OF AN ANGLE AND SET IN THE TOP OF A
 DX0156'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0157 ***********************************************************************
 DX0157  DESIGNATION -  32 P
 DX0157  PID         -  DX0157
 DX0157  STATE/COUNTY-  CA/RIVERSIDE
 DX0157  USGS QUAD   -  WHITE WATER (1996)
 DX0157
 DX0157                         *CURRENT SURVEY CONTROL
 DX0157  ___________________________________________________________________
 DX0157* NAD 83(1986)-  33 55 26.     (N)    116 44 04.     (W)     SCALED    
 DX0157* NAVD 88     -       469.092  (meters)    1539.01   (feet)  ADJUSTED  
 DX0157  ___________________________________________________________________
 DX0157  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DX0157  DYNAMIC HT  -         468.536 (meters)    1537.19  (feet)  COMP
 DX0157  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 DX0157  OBS GRAVITY -     979,434.2   (mgal)                       GRAV_OBS
 DX0157
 DX0157  VERT ORDER  -  FIRST     CLASS I
 DX0157
 DX0157.The horizontal coordinates were scaled from a topographic map and have
 DX0157.an estimated accuracy of +/- 6 seconds.
 DX0157
 DX0157.The orthometric height was determined by differential leveling
 DX0157.and adjusted in June 1991.
 DX0157
 DX0157.The geoid height was determined by GEOID03.
 DX0157
 DX0157.The dynamic height is computed by dividing the NAVD 88
 DX0157.geopotential number by the normal gravity value computed on the
 DX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0157.degrees latitude (g = 980.6199 gals.).
 DX0157
 DX0157.The modeled gravity was interpolated from observed gravity values.
 DX0157.The observed gravity was obtained from relative gravimeter ties
 DX0157.to the IGSN71 gravity network.
 DX0157
 DX0157;                    North         East    Units  Estimated Accuracy
 DX0157;SPC CA 6     -   694,990.    1,955,210.      MT  (+/- 180 meters Scaled)
 DX0157
 DX0157                          SUPERSEDED SURVEY CONTROL
 DX0157
 DX0157  NGVD 29 (??/??/92)  468.305  (m)         1536.43   (f) ADJ UNCH    1 1
 DX0157
 DX0157.Superseded values are not recommended for survey control.
 DX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0157.See file dsdata.txt to determine how the superseded data were derived.
 DX0157
 DX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT245537(NAD 83)
 DX0157_MARKER: DD = SURVEY DISK
 DX0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0157_SP_SET: CONCRETE POST
 DX0157_STAMPING: 32 P 1931
 DX0157_MARK LOGO: MWDSC 
 DX0157_PROJECTION: FLUSH
 DX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0157+STABILITY: SURFACE MOTION
 DX0157
 DX0157  HISTORY     - Date     Condition        Report By
 DX0157  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0157  HISTORY     - 1959     GOOD             NGS
 DX0157  HISTORY     - 1968     GOOD             CA-065
 DX0157  HISTORY     - 1978     GOOD             NGS
 DX0157  HISTORY     - 1988     GOOD             NGS
 DX0157
 DX0157                          STATION DESCRIPTION
 DX0157
 DX0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0157'2.7 MI E FROM CABAZON.
 DX0157'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM CABAZON,
 DX0157'4 POLES WEST OF MILEPOST 577, AND 93 FEET NORTH OF THE TRACK.
 DX0157'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 DX0157
 DX0157                          STATION RECOVERY (1968)
 DX0157
 DX0157'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0157'RECOVERED IN GOOD CONDITION.
 DX0157
 DX0157                          STATION RECOVERY (1978)
 DX0157
 DX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0157'RECOVERED IN GOOD CONDITION.
 DX0157
 DX0157                          STATION RECOVERY (1988)
 DX0157
 DX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0157'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.20
 DX0157'MI) EAST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE FROM THE JUNCTION
 DX0157'OF BROADWAY STREET IN CABAZON, THENCE 4.3 KM (2.65 MI) EAST ALONG A
 DX0157'FRONTAGE ROAD ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 10, 12.9 M
 DX0157'(42.3 FT) SOUTH OF THE CENTER OF THE ROAD, 27.7 M (90.9 FT) NORTH OF
 DX0157'THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 4.7 M (15.4 FT) WEST
 DX0157'OF A BILLBOARD, 0.36 M (1.2 FT) WEST OF A WITNESS POST.
 DX0157'THE MARK IS 0.45 METERS  E FROM  A SECOND WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1074 ***********************************************************************
 DX1074  DESIGNATION -  32 R
 DX1074  PID         -  DX1074
 DX1074  STATE/COUNTY-  CA/RIVERSIDE
 DX1074  USGS QUAD   -  CABAZON (1996)
 DX1074
 DX1074                         *CURRENT SURVEY CONTROL
 DX1074  ___________________________________________________________________
 DX1074* NAD 83(1986)-  33 54 12.     (N)    116 45 17.     (W)     SCALED    
 DX1074* NAVD 88     -       479.44   (+/-2cm)    1573.0    (feet)  VERTCON   
 DX1074  ___________________________________________________________________
 DX1074  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DX1074  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1074
 DX1074.The horizontal coordinates were scaled from a topographic map and have
 DX1074.an estimated accuracy of +/- 6 seconds.
 DX1074
 DX1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1074.The vertical order pertains to the NGVD 29 superseded value.
 DX1074
 DX1074.The geoid height was determined by GEOID03.
 DX1074
 DX1074;                    North         East    Units  Estimated Accuracy
 DX1074;SPC CA 6     -   692,720.    1,953,320.      MT  (+/- 180 meters Scaled)
 DX1074
 DX1074                          SUPERSEDED SURVEY CONTROL
 DX1074
 DX1074  NGVD 29 (??/??/??)  478.650  (m)         1570.37   (f) ADJUSTED    1 2
 DX1074
 DX1074.Superseded values are not recommended for survey control.
 DX1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1074.See file dsdata.txt to determine how the superseded data were derived.
 DX1074
 DX1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT226514(NAD 83)
 DX1074_MARKER: DD = SURVEY DISK
 DX1074_SETTING: 80 = SET IN A BOULDER
 DX1074_SP_SET: BOULDER
 DX1074_STAMPING: 32 R 1931
 DX1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1074+STABILITY: SURFACE MOTION
 DX1074
 DX1074  HISTORY     - Date     Condition        Report By
 DX1074  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1074  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX1074
 DX1074                          STATION DESCRIPTION
 DX1074
 DX1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX1074'2 MI SE FROM CABAZON.
 DX1074'ABOUT 2 MILES SOUTHEAST OF CABAZON, AT THE SOUTHWEST CORNER OF A
 DX1074'2 ACRE CLEARING FENCED ON THE NORTHEAST AND WEST SIDES, 50 FEET
 DX1074'SOUTH OF A STANDPIPE, IN A LARGE BOULDER AND SURROUNDED BY A
 DX1074'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1075 ***********************************************************************
 DX1075  DESIGNATION -  32 S
 DX1075  PID         -  DX1075
 DX1075  STATE/COUNTY-  CA/RIVERSIDE
 DX1075  USGS QUAD   -  CABAZON (1996)
 DX1075
 DX1075                         *CURRENT SURVEY CONTROL
 DX1075  ___________________________________________________________________
 DX1075* NAD 83(1986)-  33 54 03.     (N)    116 45 36.     (W)     SCALED    
 DX1075* NAVD 88     -       479.06   (+/-2cm)    1571.7    (feet)  VERTCON   
 DX1075  ___________________________________________________________________
 DX1075  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DX1075  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1075
 DX1075.The horizontal coordinates were scaled from a topographic map and have
 DX1075.an estimated accuracy of +/- 6 seconds.
 DX1075
 DX1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1075.The vertical order pertains to the NGVD 29 superseded value.
 DX1075
 DX1075.The geoid height was determined by GEOID03.
 DX1075
 DX1075;                    North         East    Units  Estimated Accuracy
 DX1075;SPC CA 6     -   692,440.    1,952,830.      MT  (+/- 180 meters Scaled)
 DX1075
 DX1075                          SUPERSEDED SURVEY CONTROL
 DX1075
 DX1075  NGVD 29 (??/??/??)  478.268  (m)         1569.12   (f) ADJUSTED    1 2
 DX1075
 DX1075.Superseded values are not recommended for survey control.
 DX1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1075.See file dsdata.txt to determine how the superseded data were derived.
 DX1075
 DX1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT221511(NAD 83)
 DX1075_MARKER: DD = SURVEY DISK
 DX1075_SETTING: 80 = SET IN A BOULDER
 DX1075_SP_SET: BOULDER
 DX1075_STAMPING: 32 S 1931
 DX1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1075+STABILITY: SURFACE MOTION
 DX1075
 DX1075  HISTORY     - Date     Condition        Report By
 DX1075  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1075  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX1075
 DX1075                          STATION DESCRIPTION
 DX1075
 DX1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX1075'1.8 MI SE FROM CABAZON.
 DX1075'ABOUT 1 3/4 MILES SOUTHEAST OF CABAZON, MIDWAY BETWEEN A WHITE
 DX1075'HOUSE AND A BARN, IN A BOULDER AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1302 ***********************************************************************
 KT1302  DESIGNATION -  32 S RESET 1973
 KT1302  PID         -  KT1302
 KT1302  STATE/COUNTY-  CA/MENDOCINO
 KT1302  USGS QUAD   -  POTTER VALLEY (1960)
 KT1302
 KT1302                         *CURRENT SURVEY CONTROL
 KT1302  ___________________________________________________________________
 KT1302* NAD 83(1986)-  39 16 11.     (N)    123 06 11.     (W)     SCALED    
 KT1302* NAVD 88     -       271.57   (+/-2cm)     891.0    (feet)  VERTCON   
 KT1302  ___________________________________________________________________
 KT1302  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 KT1302  VERT ORDER  -  THIRD (See Below)
 KT1302
 KT1302.The horizontal coordinates were scaled from a topographic map and have
 KT1302.an estimated accuracy of +/- 6 seconds.
 KT1302
 KT1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1302.The vertical order pertains to the NGVD 29 superseded value.
 KT1302
 KT1302.The geoid height was determined by GEOID03.
 KT1302
 KT1302;                    North         East    Units  Estimated Accuracy
 KT1302;SPC CA 2     -   678,530.    1,904,820.      MT  (+/- 180 meters Scaled)
 KT1302
 KT1302                          SUPERSEDED SURVEY CONTROL
 KT1302
 KT1302  NGVD 29 (08/19/04)  270.71   (m)          888.2    (f) RESET       3  
 KT1302
 KT1302.Superseded values are not recommended for survey control.
 KT1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1302.See file dsdata.txt to determine how the superseded data were derived.
 KT1302
 KT1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ911467(NAD 83)
 KT1302_MARKER: DD = SURVEY DISK
 KT1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1302_STAMPING: 32 S RESET 1973
 KT1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1302+STABILITY: SURFACE MOTION
 KT1302
 KT1302  HISTORY     - Date     Condition        Report By
 KT1302  HISTORY     - 1973     MONUMENTED       NGS
 KT1302  HISTORY     - 1989     GOOD             USPSQD
 KT1302
 KT1302                          STATION DESCRIPTION
 KT1302
 KT1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KT1302'4.5 MI S FROM POTTER VALLEY.
 KT1302'4.5 MILES SOUTH ALONG AN ASPHALT ROAD (COUNTY ROAD 240) FROM THE
 KT1302'POST OFFICE AT POTTER VALLEY, AT THE JUNCTION OF WEST ROAD
 KT1302'LEADING NORTH, 0.1 MILE WEST OF A BRIDGE OVER EAST FORK RUSSIAN
 KT1302'RIVER, 236 FEET WEST OF THE CENTER LINE OF WEST ROAD, 50 FEET
 KT1302'NORTH OF THE CENTER LINE OF COUNTY ROAD 240, 35 FEET EAST OF A
 KT1302'DRY CREEK BED, AT A 10-FOOT OFFSET IN THE R/W FENCE LINE, 7.5
 KT1302'FEET NORTH OF A FENCE CORNER, 2.5 FEET SOUTH OF A FENCE CORNER,
 KT1302'1.0 FOOT EAST OF A FENCE LINE, AND SET IN THE TOP OF AN 11-INCH
 KT1302'CONCRETE CYLINDER PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KT1302
 KT1302                          STATION RECOVERY (1989)
 KT1302
 KT1302'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1085 ***********************************************************************
 DX1085  DESIGNATION -  32 T
 DX1085  PID         -  DX1085
 DX1085  STATE/COUNTY-  CA/RIVERSIDE
 DX1085  USGS QUAD   -  CABAZON (1996)
 DX1085
 DX1085                         *CURRENT SURVEY CONTROL
 DX1085  ___________________________________________________________________
 DX1085* NAD 83(1986)-  33 54 02.     (N)    116 46 04.     (W)     SCALED    
 DX1085* NAVD 88     -       489.12   (+/-2cm)    1604.7    (feet)  VERTCON   
 DX1085  ___________________________________________________________________
 DX1085  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DX1085  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1085
 DX1085.The horizontal coordinates were scaled from a topographic map and have
 DX1085.an estimated accuracy of +/- 6 seconds.
 DX1085
 DX1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1085.The vertical order pertains to the NGVD 29 superseded value.
 DX1085
 DX1085.The geoid height was determined by GEOID03.
 DX1085
 DX1085;                    North         East    Units  Estimated Accuracy
 DX1085;SPC CA 6     -   692,420.    1,952,110.      MT  (+/- 180 meters Scaled)
 DX1085
 DX1085                          SUPERSEDED SURVEY CONTROL
 DX1085
 DX1085  NGVD 29 (??/??/??)  488.326  (m)         1602.12   (f) ADJUSTED    1 2
 DX1085
 DX1085.Superseded values are not recommended for survey control.
 DX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1085.See file dsdata.txt to determine how the superseded data were derived.
 DX1085
 DX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT214511(NAD 83)
 DX1085_MARKER: DD = SURVEY DISK
 DX1085_SETTING: 66 = SET IN ROCK OUTCROP
 DX1085_SP_SET: ROCK OUTCROP
 DX1085_STAMPING: 32 T 1931
 DX1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1085+STABILITY: POSITION/ELEVATION WELL
 DX1085
 DX1085  HISTORY     - Date     Condition        Report By
 DX1085  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1085  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX1085
 DX1085                          STATION DESCRIPTION
 DX1085
 DX1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX1085'1.4 MI SE FROM CABAZON.
 DX1085'1.4 MILES SOUTHEAST OF CABAZON, ABOUT 200 FEET SOUTH OF A POINT
 DX1085'WHERE A LARGE WASH CROSSES THE ROAD, AT THE BASE OF A RIDGE
 DX1085'EXTENDING NORTH FROM THE MAIN RANGE OF MOUNTAINS, IN A GRANITE
 DX1085'OUTCROP AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1084 ***********************************************************************
 DX1084  DESIGNATION -  32 U
 DX1084  PID         -  DX1084
 DX1084  STATE/COUNTY-  CA/RIVERSIDE
 DX1084  USGS QUAD   -  CABAZON (1996)
 DX1084
 DX1084                         *CURRENT SURVEY CONTROL
 DX1084  ___________________________________________________________________
 DX1084* NAD 83(1986)-  33 54 10.     (N)    116 47 40.     (W)     SCALED    
 DX1084* NAVD 88     -       525.64   (+/-2cm)    1724.5    (feet)  VERTCON   
 DX1084  ___________________________________________________________________
 DX1084  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DX1084  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1084
 DX1084.The horizontal coordinates were scaled from a topographic map and have
 DX1084.an estimated accuracy of +/- 6 seconds.
 DX1084
 DX1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1084.The vertical order pertains to the NGVD 29 superseded value.
 DX1084
 DX1084.The geoid height was determined by GEOID03.
 DX1084
 DX1084;                    North         East    Units  Estimated Accuracy
 DX1084;SPC CA 6     -   692,680.    1,949,640.      MT  (+/- 180 meters Scaled)
 DX1084
 DX1084                          SUPERSEDED SURVEY CONTROL
 DX1084
 DX1084  NGVD 29 (??/??/??)  524.850  (m)         1721.95   (f) ADJUSTED    1 2
 DX1084
 DX1084.Superseded values are not recommended for survey control.
 DX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1084.See file dsdata.txt to determine how the superseded data were derived.
 DX1084
 DX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT190513(NAD 83)
 DX1084_MARKER: DD = SURVEY DISK
 DX1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1084_STAMPING: 32 U 1931
 DX1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1084+STABILITY: SURFACE MOTION
 DX1084
 DX1084  HISTORY     - Date     Condition        Report By
 DX1084  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1084  HISTORY     - 1959     GOOD             NGS
 DX1084
 DX1084                          STATION DESCRIPTION
 DX1084
 DX1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX1084'1.2 MI SE FROM CABAZON.
 DX1084'1 1/4 MILES SOUTHEAST OF CABAZON, DUE NORTH OF A POINT WHERE A
 DX1084'ROAD GOES OVER THE MOUNTAIN TO WATER HOLE RANCH, ABOUT 250 FEET
 DX1084'WEST OF A WASH, 40 FEET NORTH OF THE CENTERLINE OF ESPERANZA
 DX1084'AVENUE AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0853 ***********************************************************************
 DX0853  DESIGNATION -  32 V
 DX0853  PID         -  DX0853
 DX0853  STATE/COUNTY-  CA/RIVERSIDE
 DX0853  USGS QUAD   -  CABAZON (1996)
 DX0853
 DX0853                         *CURRENT SURVEY CONTROL
 DX0853  ___________________________________________________________________
 DX0853* NAD 83(1992)-  33 55 36.00175(N)    116 48 56.15088(W)     ADJUSTED  
 DX0853* NAVD 88     -       609.92   (+/-2cm)    2001.0    (feet)  VERTCON   
 DX0853  ___________________________________________________________________
 DX0853  EPOCH DATE  -        1991.35
 DX0853  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DX0853  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DX0853  HORZ ORDER  -  SECOND
 DX0853  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0853
 DX0853.The horizontal coordinates were established by classical geodetic methods
 DX0853.and adjusted by the National Geodetic Survey in June 1996.
 DX0853.The horizontal coordinates are valid at the epoch date displayed above.
 DX0853.The epoch date for horizontal control is a decimal equivalence
 DX0853.of Year/Month/Day.
 DX0853
 DX0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0853.The vertical order pertains to the NGVD 29 superseded value.
 DX0853
 DX0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX0853
 DX0853.The geoid height was determined by GEOID03.
 DX0853
 DX0853;                    North         East     Units Scale Factor Converg.
 DX0853;SPC CA 6     -   695,336.371 1,947,702.403   MT  1.00000753   -0 18 38.9
 DX0853;SPC CA 6     - 2,281,282.74  6,390,086.97   sFT  1.00000753   -0 18 38.9
 DX0853;SPC CA 5     -   547,974.073 2,109,514.897   MT  1.00002482   +0 40 30.4
 DX0853;SPC CA 5     - 1,797,811.60  6,920,966.79   sFT  1.00002482   +0 40 30.4
 DX0853;UTM  11      - 3,754,040.333   517,043.805   MT  0.99960358   +0 06 10.5
 DX0853
 DX0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX0853!SPC CA 6     -   0.99990921  x   1.00000753  =   0.99991674
 DX0853!SPC CA 5     -   0.99990921  x   1.00002482  =   0.99993403
 DX0853!UTM  11      -   0.99990921  x   0.99960358  =   0.99951283
 DX0853
 DX0853                          SUPERSEDED SURVEY CONTROL
 DX0853
 DX0853  NAD 83(1986)-  33 55 36.00131(N)    116 48 56.15413(W) AD(1984.00) 2
 DX0853  NAD 27      -  33 55 35.94500(N)    116 48 53.09600(W) AD(       ) 2
 DX0853  NGVD 29 (??/??/??)  609.114  (m)         1998.40   (f) ADJUSTED    1 2
 DX0853
 DX0853.Superseded values are not recommended for survey control.
 DX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0853.See file dsdata.txt to determine how the superseded data were derived.
 DX0853
 DX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT1704454040(NAD 83)
 DX0853_MARKER: DD = SURVEY DISK
 DX0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0853_STAMPING: 32 V 1931
 DX0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0853+STABILITY: SURFACE MOTION
 DX0853
 DX0853  HISTORY     - Date     Condition        Report By
 DX0853  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0853  HISTORY     - 1959     GOOD             NGS
 DX0853  HISTORY     - 1968     GOOD             CA-065
 DX0853  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0853
 DX0853                          STATION DESCRIPTION
 DX0853
 DX0853'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0853'STATION IS 2.0 MILES W ALONG THE SOUTHERN PACIFIC R.R. FROM
 DX0853'THE STATION AT CABAZON, 61.1 FEET SW OF THE CENTER LINE OF THE
 DX0853'EAST-BOUND LANES OF U.S. HWY 99, 57.8 FEET NE OF THE NORTHEAST
 DX0853'RAIL OF A SIDE TRACK, 50-1/2 FEET E OF THE THIRD POLE NW
 DX0853'OF MILE POST 572, 31.3 FEET S OF A RAILROAD PROPERTY LINE
 DX0853'MARKER, ABOUT 5 FEET HIGHER THAN THE TRACK, 2.3 FEET NW OF A
 DX0853'WITNESS POST.  MARK IS SET IN THE TOP OF A CONCRETE POST
 DX0853'PROJECTING 0.3 FOOT ABOVE THE GROUND AND STAMPED 32 V 1931.
 DX0853
 DX0853                          STATION RECOVERY (1959)
 DX0853
 DX0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DX0853'2 MI W FROM CABAZON.
 DX0853'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX0853'STATION AT CABAZON, 57.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 DX0853'A SIDE TRACK, 50 1/2 FEET EAST OF THE THIRD POLE NORTHWEST OF
 DX0853'MILEPOST 572, 31.3 FEET SOUTH OF A RAILROAD PORPERTY MARKER, AND
 DX0853'ABOUT 5 FEET HIGHER THAN THE TRACKS, SET IN THE TOP OF A CONCRETE
 DX0853'POST PROJECTING ABOUT 4 INCHES.
 DX0853
 DX0853                          STATION RECOVERY (1968)
 DX0853
 DX0853'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0853'RECOVERED IN GOOD CONDITION.
 DX0853
 DX0853                          STATION RECOVERY (1978)
 DX0853
 DX0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4169 ***********************************************************************
 GU4169  DESIGNATION -  32 WLS
 GU4169  PID         -  GU4169
 GU4169  STATE/COUNTY-  CA/SANTA CRUZ
 GU4169  USGS QUAD   -  SOQUEL (1994)
 GU4169
 GU4169                         *CURRENT SURVEY CONTROL
 GU4169  ___________________________________________________________________
 GU4169* NAD 83(1986)-  36 59 26.     (N)    121 57 28.     (W)     SCALED    
 GU4169* NAVD 88     -        13.444  (meters)      44.11   (feet)  ADJUSTED  
 GU4169  ___________________________________________________________________
 GU4169  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GU4169  DYNAMIC HT  -          13.434 (meters)      44.07  (feet)  COMP
 GU4169  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 GU4169
 GU4169  VERT ORDER  -  FIRST     CLASS II
 GU4169
 GU4169.The horizontal coordinates were scaled from a topographic map and have
 GU4169.an estimated accuracy of +/- 6 seconds.
 GU4169
 GU4169.The orthometric height was determined by differential leveling
 GU4169.and adjusted in February 1993.
 GU4169
 GU4169.The geoid height was determined by GEOID03.
 GU4169
 GU4169.The dynamic height is computed by dividing the NAVD 88
 GU4169.geopotential number by the normal gravity value computed on the
 GU4169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4169.degrees latitude (g = 980.6199 gals.).
 GU4169
 GU4169.The modeled gravity was interpolated from observed gravity values.
 GU4169
 GU4169;                    North         East    Units  Estimated Accuracy
 GU4169;SPC CA 3     -   555,450.    1,870,230.      MT  (+/- 180 meters Scaled)
 GU4169
 GU4169                          SUPERSEDED SURVEY CONTROL
 GU4169
 GU4169  NGVD 29 (10/21/93)   12.601  (m)           41.34   (f) ADJUSTED    1 2
 GU4169
 GU4169.Superseded values are not recommended for survey control.
 GU4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4169.See file dsdata.txt to determine how the superseded data were derived.
 GU4169
 GU4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF927943(NAD 83)
 GU4169_MARKER: DB = BENCH MARK DISK
 GU4169_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GU4169+WITH SETTING: PAVEMENT
 GU4169_SP_SET: FOOTING
 GU4169_STAMPING: 32 WLS 1953 41
 GU4169_MARK LOGO: USGS  
 GU4169_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4169+STABILITY: SURFACE MOTION
 GU4169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4169+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1990
 GU4169
 GU4169  HISTORY     - Date     Condition        Report By
 GU4169  HISTORY     - 1953     MONUMENTED       USGS
 GU4169  HISTORY     - 19900228 GOOD             NGS
 GU4169  HISTORY     - 19921102 GOOD             NGS
 GU4169
 GU4169                          STATION DESCRIPTION
 GU4169
 GU4169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4169'IN SOQUEL, AT THE INTERSECTION OF PAPER MILL ROAD AND SOQUEL-SAN JOSE
 GU4169'ROAD IN TOP OF THE CONCRETE FOOTING OF A GATE POST, 11.8 M
 GU4169'(38.71 FT) WEST OF THE CENTERLINE OF SOQUEL AND SAN JOSE ROAD, 11.0 M
 GU4169'(36.09 FT) NORTH OF THE NORTHEAST CORNER OF STEENSTRUP CANDY COMPANY
 GU4169'BUILDING, 3.4 M (11.15 FT) SOUTH OF THE EXTENDED CENTER OF PAPER MILL
 GU4169'ROAD, 1.7 M (5.58 FT) SOUTHWEST OF A FIRE HYDRANT, 0.6 M (1.97 FT)
 GU4169'BELOW THE LEVEL OF SOQUEL AND JOSE ROAD, AND 0.2 M (0.66 FT) ABOVE THE
 GU4169'LEVEL OF THE ROAD.
 GU4169
 GU4169                          STATION RECOVERY (1992)
 GU4169
 GU4169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GU4169'0.8 KM (0.50 MI) NORTHERLY ALONG SOQUEL-SAN JOSE ROAD FROM ITS
 GU4169'JUNCTION WITH STATE HIGHWAY 1 IN SOQUEL, IN TOP OF A CONCRETE FOOTING
 GU4169'OF A CHAIN-LINK GATE SWING POST, 11.8 M (38.7 FT) WEST OF THE ROAD
 GU4169'CENTERLINE, 11.0 M (36.1 FT) NORTH OF THE NORTHEAST CORNER OF THE
 GU4169'STEENSTRUP CANDY COMPANY BUILDING, 3.4 M (11.2 FT) SOUTH OF THE
 GU4169'EXTENDED CENTER OF PAPER MILL ROAD, 1.7 M (5.6 FT) SOUTHWEST OF A
 GU4169'FIRE HYDRANT, 0.6 M (2.0 FT) BELOW THE LEVEL OF SOQUEL-SAN JOSE ROAD,
 GU4169'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3455 ***********************************************************************
 EW3455  DESIGNATION -  32.41 CBS
 EW3455  PID         -  EW3455
 EW3455  STATE/COUNTY-  CA/LOS ANGELES
 EW3455  USGS QUAD   -  FRAZIER MTN (1991)
 EW3455
 EW3455                         *CURRENT SURVEY CONTROL
 EW3455  ___________________________________________________________________
 EW3455* NAD 83(1986)-  34 49 04.     (N)    118 53 40.     (W)     SCALED    
 EW3455* NAVD 88     -      1193.316  (meters)    3915.07   (feet)  ADJUSTED  
 EW3455  ___________________________________________________________________
 EW3455  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EW3455  DYNAMIC HT  -        1191.905 (meters)    3910.44  (feet)  COMP
 EW3455  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 EW3455
 EW3455  VERT ORDER  -  FIRST     CLASS I
 EW3455
 EW3455.The horizontal coordinates were scaled from a topographic map and have
 EW3455.an estimated accuracy of +/- 6 seconds.
 EW3455
 EW3455.The orthometric height was determined by differential leveling
 EW3455.and adjusted in June 1991.
 EW3455
 EW3455.The geoid height was determined by GEOID03.
 EW3455
 EW3455.The dynamic height is computed by dividing the NAVD 88
 EW3455.geopotential number by the normal gravity value computed on the
 EW3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3455.degrees latitude (g = 980.6199 gals.).
 EW3455
 EW3455.The modeled gravity was interpolated from observed gravity values.
 EW3455
 EW3455;                    North         East    Units  Estimated Accuracy
 EW3455;SPC CA 5     -   646,540.    1,918,180.      MT  (+/- 180 meters Scaled)
 EW3455
 EW3455                          SUPERSEDED SURVEY CONTROL
 EW3455
 EW3455  NGVD 29 (??/??/92) 1192.406  (m)         3912.09   (f) ADJ UNCH    1 1
 EW3455
 EW3455.Superseded values are not recommended for survey control.
 EW3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3455.See file dsdata.txt to determine how the superseded data were derived.
 EW3455
 EW3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU267544(NAD 83)
 EW3455_MARKER: DD = SURVEY DISK
 EW3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3455_STAMPING: SEE TEXT
 EW3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3455+STABILITY: SURFACE MOTION
 EW3455
 EW3455  HISTORY     - Date     Condition        Report By
 EW3455  HISTORY     - UNK      MONUMENTED       CGS
 EW3455  HISTORY     - 1968     GOOD             NGS
 EW3455  HISTORY     - 1977     GOOD             NGS
 EW3455
 EW3455                          STATION DESCRIPTION
 EW3455
 EW3455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW3455'2.4 MI SW FROM LEBEC.
 EW3455'1.8 MILES SOUTHWEST ALONG THE LEBEC ROAD FROM THE LEBEC
 EW3455'OVERCROSSING AT LEBEC, THENCE 0.6 MILE WEST ALONG FRAZIER
 EW3455'MOUNTAIN PARK ROAD, 2.9 MILES EAST OF FRAZIER PARK, IN R19W
 EW3455'T9N, SECTION 33, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 EW3455'ROAD, 172 FEET WEST OF THE CENTER LINE OF A DRIVEWAY SOUTH,
 EW3455'149 FEET WEST OF A FENCE CORNER, 47 FEET EAST OF A 24-INCH
 EW3455'OAK TREE, 6 FEET NORTHWEST OF A 2-INCH IRON PIPE WHICH PROJECTS
 EW3455'ABOUT 6 FEET ABOVE THE GROUND, 2.6 FEET SOUTH OF A FENCE, ABOUT
 EW3455'2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF AN 18-INCH
 EW3455'SQUARE CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND.
 EW3455'CO SURVEYORS MON WC CO CORNER VENTURE CO LA 32.41 S.E.
 EW3455
 EW3455                          STATION RECOVERY (1977)
 EW3455
 EW3455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW3455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0714 ***********************************************************************
 HS0714  DESIGNATION -  32.61
 HS0714  PID         -  HS0714
 HS0714  STATE/COUNTY-  CA/STANISLAUS
 HS0714  USGS QUAD   -  WESTLEY (1991)
 HS0714
 HS0714                         *CURRENT SURVEY CONTROL
 HS0714  ___________________________________________________________________
 HS0714* NAD 83(1986)-  37 32 11.     (N)    121 14 31.     (W)     SCALED    
 HS0714* NAVD 88     -        57.98   (+/-2cm)     190.2    (feet)  VERTCON   
 HS0714  ___________________________________________________________________
 HS0714  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HS0714  VERT ORDER  -  THIRD (See Below)
 HS0714
 HS0714.The horizontal coordinates were scaled from a topographic map and have
 HS0714.an estimated accuracy of +/- 6 seconds.
 HS0714
 HS0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0714.The vertical order pertains to the NGVD 29 superseded value.
 HS0714
 HS0714.The geoid height was determined by GEOID03.
 HS0714
 HS0714;                    North         East    Units  Estimated Accuracy
 HS0714;SPC CA 3     -   615,280.    1,934,430.      MT  (+/- 180 meters Scaled)
 HS0714
 HS0714                          SUPERSEDED SURVEY CONTROL
 HS0714
 HS0714  NGVD 29 (??/??/??)   57.22   (m)          187.7    (f) RESET       3  
 HS0714
 HS0714.Superseded values are not recommended for survey control.
 HS0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0714.See file dsdata.txt to determine how the superseded data were derived.
 HS0714
 HS0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG553558(NAD 83)
 HS0714_MARKER: DB = BENCH MARK DISK
 HS0714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HS0714_SP_SET: BRIDGE CURB
 HS0714_STAMPING: 32.61
 HS0714_MARK LOGO: BOR   
 HS0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0714
 HS0714  HISTORY     - Date     Condition        Report By
 HS0714  HISTORY     - UNK      MONUMENTED       BOR
 HS0714  HISTORY     - 1961     GOOD             NGS
 HS0714  HISTORY     - 1965     GOOD             NGS
 HS0714  HISTORY     - 197412   GOOD             NGS
 HS0714
 HS0714                          STATION DESCRIPTION
 HS0714
 HS0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0714'3.2 MI W FROM WESTLEY.
 HS0714'0.25 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0714'STATION AT WESTLEY, THENCE 3.0 MILES WEST ALONG HOWARD ROAD, 1.15
 HS0714'MILES EAST OF BENCH MARK R 1129, IN THE TOP OF THE CENTER OF THE
 HS0714'SOUTH CONCRETE CURB OF BRIDGE B.C. 32.61 OVER THE DELTA-MENDOTA
 HS0714'CANAL, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HS0714'1 FOOT HIGHER THAN THE ROAD.
 HS0714
 HS0714                          STATION RECOVERY (1965)
 HS0714
 HS0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0714'RECOVERED IN GOOD CONDITION.
 HS0714
 HS0714                          STATION RECOVERY (1974)
 HS0714
 HS0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 HS0714'RECOVERED IN GOOD CONDITION IN SECTION 6, T5S, R7E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2525 ***********************************************************************
 DY2525  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2525  DESIGNATION -  320 E
 DY2525  PID         -  DY2525
 DY2525  STATE/COUNTY-  CA/LOS ANGELES
 DY2525  USGS QUAD   -  LONG BEACH (1981)
 DY2525
 DY2525                         *CURRENT SURVEY CONTROL
 DY2525  ___________________________________________________________________
 DY2525* NAD 83(1986)-  33 45 19.     (N)    118 13 45.     (W)     SCALED    
 DY2525* NAVD 88     -         3.402  (meters)      11.16   (feet)  ADJUSTED  
 DY2525  ___________________________________________________________________
 DY2525  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY2525  DYNAMIC HT  -           3.398 (meters)      11.15  (feet)  COMP
 DY2525  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 DY2525
 DY2525  VERT ORDER  -  FIRST     CLASS I
 DY2525
 DY2525.The horizontal coordinates were scaled from a topographic map and have
 DY2525.an estimated accuracy of +/- 6 seconds.
 DY2525
 DY2525.The orthometric height was determined by differential leveling
 DY2525.and adjusted in June 1991.
 DY2525.WARNING-Repeat measurements at this control monument indicate possible
 DY2525.vertical movement.
 DY2525
 DY2525.This Tidal Bench Mark is designated as VM 11664
 DY2525.by the Center for Operational Oceanographic Products and Services.
 DY2525
 DY2525.The geoid height was determined by GEOID03.
 DY2525
 DY2525.The dynamic height is computed by dividing the NAVD 88
 DY2525.geopotential number by the normal gravity value computed on the
 DY2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2525.degrees latitude (g = 980.6199 gals.).
 DY2525
 DY2525.The modeled gravity was interpolated from observed gravity values.
 DY2525
 DY2525;                    North         East    Units  Estimated Accuracy
 DY2525;SPC CA 5     -   528,340.    1,978,770.      MT  (+/- 180 meters Scaled)
 DY2525
 DY2525                          SUPERSEDED SURVEY CONTROL
 DY2525
 DY2525  NGVD 29 (??/??/92)    2.527  (m)            8.29   (f) ADJ UNCH    1 1
 DY2525
 DY2525.Superseded values are not recommended for survey control.
 DY2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2525.See file dsdata.txt to determine how the superseded data were derived.
 DY2525
 DY2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT861357(NAD 83)
 DY2525_MARKER: R = RIVET
 DY2525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY2525_SP_SET: DOCK
 DY2525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2525+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1989
 DY2525
 DY2525  HISTORY     - Date     Condition        Report By
 DY2525  HISTORY     - UNK      MONUMENTED       USN
 DY2525  HISTORY     - 1978     GOOD             NGS
 DY2525  HISTORY     - 19890329 GOOD             NGS
 DY2525
 DY2525                          STATION DESCRIPTION
 DY2525
 DY2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2525'LONG BEACH.
 DY2525'AT LONG BEACH TERMINAL ISLAND NAVAL BASE, 0.3 MILES SOUTH OF GATE 5,
 DY2525'ABOUT 200 FT. SOUTH OF BM A766, IN TOP THE NORTH END OF PIER 2 AND IN
 DY2525'THE CENTER OF PIER, 45.3 FT. EAST OF THE NORTH END OF EAST RAIL ALONG
 DY2525'THE WEST SIDE OF PIER 2, INSIDE A CHAIN LINK FENCE, 3 FT. SOUTH OF THE
 DY2525'WEST END OF GATE INTO FENCED AREA.
 DY2525
 DY2525                          STATION RECOVERY (1989)
 DY2525
 DY2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0218 ***********************************************************************
 KT0218  DESIGNATION -  320 USRS
 KT0218  PID         -  KT0218
 KT0218  STATE/COUNTY-  CA/GLENN
 KT0218  USGS QUAD   -  BLACK BUTTE DAM (1973)
 KT0218
 KT0218                         *CURRENT SURVEY CONTROL
 KT0218  ___________________________________________________________________
 KT0218* NAD 83(1986)-  39 46 29.     (N)    122 16 17.     (W)     SCALED    
 KT0218* NAVD 88     -        98.72   (+/-2cm)     323.9    (feet)  VERTCON   
 KT0218  ___________________________________________________________________
 KT0218  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 KT0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0218
 KT0218.The horizontal coordinates were scaled from a topographic map and have
 KT0218.an estimated accuracy of +/- 6 seconds.
 KT0218
 KT0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0218.The vertical order pertains to the NGVD 29 superseded value.
 KT0218
 KT0218.The geoid height was determined by GEOID03.
 KT0218
 KT0218;                    North         East    Units  Estimated Accuracy
 KT0218;SPC CA 2     -   734,050.    1,976,750.      MT  (+/- 180 meters Scaled)
 KT0218
 KT0218                          SUPERSEDED SURVEY CONTROL
 KT0218
 KT0218  NGVD 29 (??/??/92)   97.951  (m)          321.36   (f) ADJ UNCH    2 0
 KT0218
 KT0218.Superseded values are not recommended for survey control.
 KT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0218.See file dsdata.txt to determine how the superseded data were derived.
 KT0218
 KT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK623030(NAD 83)
 KT0218_MARKER: DD = SURVEY DISK
 KT0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0218_SP_SET: CANAL
 KT0218_STAMPING: 320.28
 KT0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0218
 KT0218  HISTORY     - Date     Condition        Report By
 KT0218  HISTORY     - UNK      MONUMENTED       BOR
 KT0218  HISTORY     - 1949     GOOD             NGS
 KT0218
 KT0218                          STATION DESCRIPTION
 KT0218
 KT0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0218'4.7 MI NW FROM ORLAND.
 KT0218'4.7 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN
 KT0218'PACIFIC CO. RAILROAD STATION AT ORLAND, 153 FEET NORTHWEST OF
 KT0218'THE CENTER OF THE INTERSECTION OF A ROAD LEADING NORTH, IN THE
 KT0218'TOP OF A CONCRETE CHECK OF THE SOUTH CANAL, 8 FEET NORTHEAST OF
 KT0218'THE SOUTHWEST END, 55 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT0218'ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0772 ***********************************************************************
 EW0772  DESIGNATION -  320.0 A DWR
 EW0772  PID         -  EW0772
 EW0772  STATE/COUNTY-  CA/LOS ANGELES
 EW0772  USGS QUAD   -  LAKE HUGHES (1995)
 EW0772
 EW0772                         *CURRENT SURVEY CONTROL
 EW0772  ___________________________________________________________________
 EW0772* NAD 83(1986)-  34 44 04.     (N)    118 28 15.     (W)     SCALED    
 EW0772* NAVD 88     -       905.65   (+/-2cm)    2971.3    (feet)  VERTCON   
 EW0772  ___________________________________________________________________
 EW0772  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0772
 EW0772.The horizontal coordinates were scaled from a topographic map and have
 EW0772.an estimated accuracy of +/- 6 seconds.
 EW0772
 EW0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0772.The vertical order pertains to the NGVD 29 superseded value.
 EW0772
 EW0772.The geoid height was determined by GEOID03.
 EW0772
 EW0772;                    North         East    Units  Estimated Accuracy
 EW0772;SPC CA 5     -   637,030.    1,956,880.      MT  (+/- 180 meters Scaled)
 EW0772
 EW0772                          SUPERSEDED SURVEY CONTROL
 EW0772
 EW0772  NGVD 29 (??/??/92)  904.762  (m)         2968.37   (f) ADJ UNCH    2 0
 EW0772
 EW0772.Superseded values are not recommended for survey control.
 EW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0772.See file dsdata.txt to determine how the superseded data were derived.
 EW0772
 EW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU653445(NAD 83)
 EW0772_MARKER: DD = SURVEY DISK
 EW0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0772_SP_SET: WALL
 EW0772_STAMPING: 320.0 A 1971
 EW0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0772
 EW0772  HISTORY     - Date     Condition        Report By
 EW0772  HISTORY     - 1971     MONUMENTED       CADWR
 EW0772  HISTORY     - 1971     GOOD             NGS
 EW0772
 EW0772                          STATION DESCRIPTION
 EW0772
 EW0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0772'16.7 MI SE FROM PORTER TUNNEL.
 EW0772'16.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0772'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHWEST
 EW0772'CONCRETE WALL OF CONCRETE OVERCHUTE 320.02, 11.8 FEET SOUTHWEST
 EW0772'OF THE NORTHEAST END OF THE WALL, 9.8 FEET SOUTHWEST OF THE
 EW0772'SOUTHWEST END OF A GUARDRAIL, AND ABOUT 8 FEET LOWER THAN THE
 EW0772'NORTHEAST LEVEE ROAD.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0773 ***********************************************************************
 EW0773  DESIGNATION -  320.0 B DWR
 EW0773  PID         -  EW0773
 EW0773  STATE/COUNTY-  CA/LOS ANGELES
 EW0773  USGS QUAD   -  LAKE HUGHES (1995)
 EW0773
 EW0773                         *CURRENT SURVEY CONTROL
 EW0773  ___________________________________________________________________
 EW0773* NAD 83(1986)-  34 44 05.     (N)    118 28 17.     (W)     SCALED    
 EW0773* NAVD 88     -       901.98   (+/-2cm)    2959.2    (feet)  VERTCON   
 EW0773  ___________________________________________________________________
 EW0773  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0773
 EW0773.The horizontal coordinates were scaled from a topographic map and have
 EW0773.an estimated accuracy of +/- 6 seconds.
 EW0773
 EW0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0773.The vertical order pertains to the NGVD 29 superseded value.
 EW0773
 EW0773.The geoid height was determined by GEOID03.
 EW0773
 EW0773;                    North         East    Units  Estimated Accuracy
 EW0773;SPC CA 5     -   637,060.    1,956,830.      MT  (+/- 180 meters Scaled)
 EW0773
 EW0773                          SUPERSEDED SURVEY CONTROL
 EW0773
 EW0773  NGVD 29 (??/??/92)  901.093  (m)         2956.34   (f) ADJ UNCH    2 0
 EW0773
 EW0773.Superseded values are not recommended for survey control.
 EW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0773.See file dsdata.txt to determine how the superseded data were derived.
 EW0773
 EW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU652446(NAD 83)
 EW0773_MARKER: DD = SURVEY DISK
 EW0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0773_SP_SET: CONCRETE LINING
 EW0773_STAMPING: MILE 320.0 B
 EW0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0773
 EW0773  HISTORY     - Date     Condition        Report By
 EW0773  HISTORY     - UNK      MONUMENTED       CADWR
 EW0773  HISTORY     - 1971     GOOD             NGS
 EW0773
 EW0773                          STATION DESCRIPTION
 EW0773
 EW0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0773'16.7 MI SE FROM PORTER TUNNEL.
 EW0773'16.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0773'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0773'CONCRETE LINING OF THE AQUEDUCT, 81.5 FEET NORTHWEST OF THE
 EW0773'NORTHWEST WALL OF CONCRETE OVERCHUTE 320.02, 8.8 FEET SOUTHEAST
 EW0773'OF THE CENTER OF A LADDER, AND ABOUT 15 FEET LOWER THAN THE
 EW0773'NORTHEAST LEVEE ROAD.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0767 ***********************************************************************
 EW0767  DESIGNATION -  320.0 C DWR
 EW0767  PID         -  EW0767
 EW0767  STATE/COUNTY-  CA/LOS ANGELES
 EW0767  USGS QUAD   -  LAKE HUGHES (1995)
 EW0767
 EW0767                         *CURRENT SURVEY CONTROL
 EW0767  ___________________________________________________________________
 EW0767* NAD 83(1986)-  34 43 36.     (N)    118 27 23.     (W)     SCALED    
 EW0767* NAVD 88     -       900.47   (+/-2cm)    2954.3    (feet)  VERTCON   
 EW0767  ___________________________________________________________________
 EW0767  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0767
 EW0767.The horizontal coordinates were scaled from a topographic map and have
 EW0767.an estimated accuracy of +/- 6 seconds.
 EW0767
 EW0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0767.The vertical order pertains to the NGVD 29 superseded value.
 EW0767
 EW0767.The geoid height was determined by GEOID03.
 EW0767
 EW0767;                    North         East    Units  Estimated Accuracy
 EW0767;SPC CA 5     -   636,160.    1,958,200.      MT  (+/- 180 meters Scaled)
 EW0767
 EW0767                          SUPERSEDED SURVEY CONTROL
 EW0767
 EW0767  NGVD 29 (??/??/92)  899.58   (m)         2951.4    (f) COMPUTED    2 0
 EW0767
 EW0767.Superseded values are not recommended for survey control.
 EW0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0767.See file dsdata.txt to determine how the superseded data were derived.
 EW0767
 EW0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU666436(NAD 83)
 EW0767_MARKER: DD = SURVEY DISK
 EW0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0767_STAMPING: 323.0 C B M 1968
 EW0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0767+STABILITY: SURFACE MOTION
 EW0767
 EW0767  HISTORY     - Date     Condition        Report By
 EW0767  HISTORY     - 1968     MONUMENTED       CADWR
 EW0767  HISTORY     - 1971     GOOD             NGS
 EW0767
 EW0767                          STATION DESCRIPTION
 EW0767
 EW0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0767'17.7 MI SE FROM PORTER TUNNEL.
 EW0767'17.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0767'SOUTH PORTAL OF THE PORTER TUNNEL, 118 FEET NORTHWEST OF THE
 EW0767'NORTH END OF THE WEST CONCRETE WING WALL OF CONCRETE OVERCHUTE
 EW0767'321.08, 184 FEET NORTH OF THE NORTH CONCRETE LINING OF THE
 EW0767'AQUEDUCT, 0.8 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.9
 EW0767'FEET EAST OF A BRACE POST IN THE FENCE, 2.4 FEET EAST OF A
 EW0767'WITNESS POST, ABOUT 18 FEET LOWER THAN THE NORTH LEVEE ROAD, AND
 EW0767'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 EW0767'GROUND.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0769 ***********************************************************************
 EW0769  DESIGNATION -  320.5 A DWR
 EW0769  PID         -  EW0769
 EW0769  STATE/COUNTY-  CA/LOS ANGELES
 EW0769  USGS QUAD   -  LAKE HUGHES (1995)
 EW0769
 EW0769                         *CURRENT SURVEY CONTROL
 EW0769  ___________________________________________________________________
 EW0769* NAD 83(1986)-  34 43 46.     (N)    118 27 49.     (W)     SCALED    
 EW0769* NAVD 88     -       905.74   (+/-2cm)    2971.6    (feet)  VERTCON   
 EW0769  ___________________________________________________________________
 EW0769  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0769
 EW0769.The horizontal coordinates were scaled from a topographic map and have
 EW0769.an estimated accuracy of +/- 6 seconds.
 EW0769
 EW0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0769.The vertical order pertains to the NGVD 29 superseded value.
 EW0769
 EW0769.The geoid height was determined by GEOID03.
 EW0769
 EW0769;                    North         East    Units  Estimated Accuracy
 EW0769;SPC CA 5     -   636,470.    1,957,540.      MT  (+/- 180 meters Scaled)
 EW0769
 EW0769                          SUPERSEDED SURVEY CONTROL
 EW0769
 EW0769  NGVD 29 (??/??/92)  904.854  (m)         2968.68   (f) ADJ UNCH    2 0
 EW0769
 EW0769.Superseded values are not recommended for survey control.
 EW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0769.See file dsdata.txt to determine how the superseded data were derived.
 EW0769
 EW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU660440(NAD 83)
 EW0769_MARKER: DD = SURVEY DISK
 EW0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0769_SP_SET: WALL
 EW0769_STAMPING: 320.5 A 1971
 EW0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0769
 EW0769  HISTORY     - Date     Condition        Report By
 EW0769  HISTORY     - 1971     MONUMENTED       CADWR
 EW0769  HISTORY     - 1971     GOOD             NGS
 EW0769
 EW0769                          STATION DESCRIPTION
 EW0769
 EW0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0769'17.2 MI SE FROM PORTER TUNNEL.
 EW0769'17.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0769'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHWEST
 EW0769'CONCRETE WALL OF CONCRETE OVERCHUTE 320.53, 10.5 FEET SOUTHWEST
 EW0769'OF THE NORTHEAST END OF THE WALL, 8.5 FEET SOUTHWEST OF THE
 EW0769'SOUTHWEST END OF A GUARDRAIL, AND ABOUT 6 FEET LOWER THAN THE
 EW0769'NORTHEAST LEVEE ROAD.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0770 ***********************************************************************
 EW0770  DESIGNATION -  320.5 B DWR
 EW0770  PID         -  EW0770
 EW0770  STATE/COUNTY-  CA/LOS ANGELES
 EW0770  USGS QUAD   -  LAKE HUGHES (1995)
 EW0770
 EW0770                         *CURRENT SURVEY CONTROL
 EW0770  ___________________________________________________________________
 EW0770* NAD 83(1986)-  34 43 47.     (N)    118 27 50.     (W)     SCALED    
 EW0770* NAVD 88     -       901.95   (+/-2cm)    2959.1    (feet)  VERTCON   
 EW0770  ___________________________________________________________________
 EW0770  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0770
 EW0770.The horizontal coordinates were scaled from a topographic map and have
 EW0770.an estimated accuracy of +/- 6 seconds.
 EW0770
 EW0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0770.The vertical order pertains to the NGVD 29 superseded value.
 EW0770
 EW0770.The geoid height was determined by GEOID03.
 EW0770
 EW0770;                    North         East    Units  Estimated Accuracy
 EW0770;SPC CA 5     -   636,510.    1,957,520.      MT  (+/- 180 meters Scaled)
 EW0770
 EW0770                          SUPERSEDED SURVEY CONTROL
 EW0770
 EW0770  NGVD 29 (??/??/92)  901.062  (m)         2956.23   (f) ADJ UNCH    2 0
 EW0770
 EW0770.Superseded values are not recommended for survey control.
 EW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0770.See file dsdata.txt to determine how the superseded data were derived.
 EW0770
 EW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU659440(NAD 83)
 EW0770_MARKER: DD = SURVEY DISK
 EW0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0770_SP_SET: CONCRETE LINING
 EW0770_STAMPING: MILE 320.5 B
 EW0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0770
 EW0770  HISTORY     - Date     Condition        Report By
 EW0770  HISTORY     - UNK      MONUMENTED       CADWR
 EW0770  HISTORY     - 1971     GOOD             NGS
 EW0770
 EW0770                          STATION DESCRIPTION
 EW0770
 EW0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0770'17.2 MI SE FROM PORTER TUNNEL.
 EW0770'17.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0770'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0770'CONCRETE LINING OF THE AQUEDUCT, 97.0 FEET NORTHWEST OF THE
 EW0770'NORTHWEST CONCRETE WALL OF OVERCHUTE 320.53, AND ABOUT 15 FEET
 EW0770'LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0609 ***********************************************************************
 MX0609  DESIGNATION -  320.75 H CO
 MX0609  PID         -  MX0609
 MX0609  STATE/COUNTY-  CA/HUMBOLDT
 MX0609  USGS QUAD   -  HOOPA (1979)
 MX0609
 MX0609                         *CURRENT SURVEY CONTROL
 MX0609  ___________________________________________________________________
 MX0609* NAD 83(1986)-  41 03 41.     (N)    123 41 06.     (W)     SCALED    
 MX0609* NAVD 88     -        98.734  (meters)     323.93   (feet)  ADJUSTED  
 MX0609  ___________________________________________________________________
 MX0609  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 MX0609  DYNAMIC HT  -          98.685 (meters)     323.77  (feet)  COMP
 MX0609  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 MX0609
 MX0609  VERT ORDER  -  SECOND    CLASS 0
 MX0609
 MX0609.The horizontal coordinates were scaled from a topographic map and have
 MX0609.an estimated accuracy of +/- 6 seconds.
 MX0609
 MX0609.The orthometric height was determined by differential leveling
 MX0609.and adjusted in June 1991.
 MX0609
 MX0609.The geoid height was determined by GEOID03.
 MX0609
 MX0609.The dynamic height is computed by dividing the NAVD 88
 MX0609.geopotential number by the normal gravity value computed on the
 MX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0609.degrees latitude (g = 980.6199 gals.).
 MX0609
 MX0609.The modeled gravity was interpolated from observed gravity values.
 MX0609
 MX0609;                    North         East    Units  Estimated Accuracy
 MX0609;SPC CA 1     -   693,240.    1,858,390.      MT  (+/- 180 meters Scaled)
 MX0609
 MX0609                          SUPERSEDED SURVEY CONTROL
 MX0609
 MX0609  NGVD 29 (??/??/??)   97.716  (m)          320.59   (f) ADJUSTED    2 0
 MX0609
 MX0609.Superseded values are not recommended for survey control.
 MX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0609.See file dsdata.txt to determine how the superseded data were derived.
 MX0609
 MX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL424457(NAD 83)
 MX0609_MARKER: DD = SURVEY DISK
 MX0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0609_SP_SET: BRIDGE
 MX0609_STAMPING: 320.75
 MX0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0609
 MX0609  HISTORY     - Date     Condition        Report By
 MX0609  HISTORY     - UNK      MONUMENTED       CA-023
 MX0609  HISTORY     - 1935     GOOD             NGS
 MX0609
 MX0609                          STATION DESCRIPTION
 MX0609
 MX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MX0609'1.1 MI N FROM HOOPA.
 MX0609'1.1 MILES NORTH ALONG STATE HIGHWAY 96 FROM HOOPA, HUMBOLDT
 MX0609'COUNTY, AT THE HIGHWAY BRIDGE OVER TRINITY RIVER, AND IN THE EAST
 MX0609'END OF THE NORTH ABUTMENT.  A HUMBOLDT COUNTY BRONZE DISK,
 MX0609'STAMPED 320.75.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0388 ***********************************************************************
 LT0388  DESIGNATION -  3202.9 USGS
 LT0388  PID         -  LT0388
 LT0388  STATE/COUNTY-  CA/SHASTA
 LT0388  USGS QUAD   -  CASSEL (1995)
 LT0388
 LT0388                         *CURRENT SURVEY CONTROL
 LT0388  ___________________________________________________________________
 LT0388* NAD 83(1986)-  40 52 46.     (N)    121 33 31.     (W)     SCALED    
 LT0388* NAVD 88     -       977.44   (+/-2cm)    3206.8    (feet)  VERTCON   
 LT0388  ___________________________________________________________________
 LT0388  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 LT0388  VERT ORDER  -  ? (See Below)
 LT0388
 LT0388.The horizontal coordinates were scaled from a topographic map and have
 LT0388.an estimated accuracy of +/- 6 seconds.
 LT0388
 LT0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0388.The vertical order pertains to the NGVD 29 superseded value.
 LT0388
 LT0388.The geoid height was determined by GEOID03.
 LT0388
 LT0388;                    North         East    Units  Estimated Accuracy
 LT0388;SPC CA 1     -   671,770.    2,037,200.      MT  (+/- 180 meters Scaled)
 LT0388
 LT0388                          SUPERSEDED SURVEY CONTROL
 LT0388
 LT0388  NGVD 29 (??/??/??)  976.490  (m)         3203.70   (f) ADJUSTED    ?  
 LT0388
 LT0388.Superseded values are not recommended for survey control.
 LT0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0388.See file dsdata.txt to determine how the superseded data were derived.
 LT0388
 LT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL214263(NAD 83)
 LT0388_MARKER: N = NAIL
 LT0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0388_SP_SET: WOODEN BRIDGE
 LT0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0388
 LT0388  HISTORY     - Date     Condition        Report By
 LT0388  HISTORY     - UNK      MONUMENTED       USGS
 LT0388  HISTORY     - 1935     GOOD             NGS
 LT0388
 LT0388                          STATION DESCRIPTION
 LT0388
 LT0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0388'6.3 MI NE FROM BURNEY.
 LT0388'6.3 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO FALL RIVER
 LT0388'MILLS FROM BURNEY, SHASTA COUNTY, AT THE WOODEN BRIDGE OVER
 LT0388'HAT CREEK, AND NEAR THE CENTER OF THE WEST GUARDRAIL.  A UNITED
 LT0388'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2448 ***********************************************************************
 GU2448  DESIGNATION -  321 B
 GU2448  PID         -  GU2448
 GU2448  STATE/COUNTY-  CA/MONTEREY
 GU2448  USGS QUAD   -  SAN LUCAS (1984)
 GU2448
 GU2448                         *CURRENT SURVEY CONTROL
 GU2448  ___________________________________________________________________
 GU2448* NAD 83(1986)-  36 11 25.     (N)    121 04 30.     (W)     SCALED    
 GU2448* NAVD 88     -        98.42   (+/-2cm)     322.9    (feet)  VERTCON   
 GU2448  ___________________________________________________________________
 GU2448  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 GU2448  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2448
 GU2448.The horizontal coordinates were scaled from a topographic map and have
 GU2448.an estimated accuracy of +/- 6 seconds.
 GU2448
 GU2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2448.The vertical order pertains to the NGVD 29 superseded value.
 GU2448
 GU2448.The geoid height was determined by GEOID03.
 GU2448
 GU2448;                    North         East    Units  Estimated Accuracy
 GU2448;SPC CA 4     -   597,100.    1,813,380.      MT  (+/- 180 meters Scaled)
 GU2448
 GU2448                          SUPERSEDED SURVEY CONTROL
 GU2448
 GU2448  NGVD 29 (??/??/??)   97.515  (m)          319.93   (f) ADJUSTED    1 1
 GU2448
 GU2448.Superseded values are not recommended for survey control.
 GU2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2448.See file dsdata.txt to determine how the superseded data were derived.
 GU2448
 GU2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF730067(NAD 83)
 GU2448_MARKER: P = PIPE CAP
 GU2448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2448_STAMPING: 321 CAL B 1908
 GU2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2448
 GU2448  HISTORY     - Date     Condition        Report By
 GU2448  HISTORY     - 1908     MONUMENTED       USGS
 GU2448  HISTORY     - 1968     GOOD             NGS
 GU2448  HISTORY     - 19890202 MARK NOT FOUND   NGS
 GU2448
 GU2448                          STATION DESCRIPTION
 GU2448
 GU2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2448'3.2 MI SE FROM KING CITY.
 GU2448'3.25 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2448'FROM THE STATION AT KING CITY, 2 1/2 POLES SOUTHEAST OF THE
 GU2448'CROSSING OF A PRIVATE ROAD, 2 1/2 POLES NORTHWEST OF MILEPOLE 167,
 GU2448'45.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 109 FEET NORTH OF WELBY
 GU2448'BEET STATION LOADING PLATFORM, 62 1/2 FEET SOUTHEAST OF THE
 GU2448'THIRD POLE NORTHWEST OF THE MILEPOLE, 1.2 FEET NORTHWEST OF A
 GU2448'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED
 GU2448'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE
 GU2448'THE GROUND.  NOTE-- THE PIPE IS LEANING SLIGHTLY BUT STILL SOLID.
 GU2448'THE STATION IS 3.2 MI ALONG THE SPRR FROM KING CITY RR DEPOT,
 GU2448'MONTEREY CO., AT MILEAGE 166.9, 387 FT WNW OF MILEPOST 167,
 GU2448'45.5 FT NNE OF THE NNE RAIL OF THE TRACK, AND 1.5 FT WSW OF THE
 GU2448'FENCE LINE.
 GU2448
 GU2448                          STATION RECOVERY (1989)
 GU2448
 GU2448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0765 ***********************************************************************
 EW0765  DESIGNATION -  321.1 A DWR
 EW0765  PID         -  EW0765
 EW0765  STATE/COUNTY-  CA/LOS ANGELES
 EW0765  USGS QUAD   -  LAKE HUGHES (1995)
 EW0765
 EW0765                         *CURRENT SURVEY CONTROL
 EW0765  ___________________________________________________________________
 EW0765* NAD 83(1986)-  34 43 35.     (N)    118 27 21.     (W)     SCALED    
 EW0765* NAVD 88     -       905.52   (+/-2cm)    2970.9    (feet)  VERTCON   
 EW0765  ___________________________________________________________________
 EW0765  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0765
 EW0765.The horizontal coordinates were scaled from a topographic map and have
 EW0765.an estimated accuracy of +/- 6 seconds.
 EW0765
 EW0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0765.The vertical order pertains to the NGVD 29 superseded value.
 EW0765
 EW0765.The geoid height was determined by GEOID03.
 EW0765
 EW0765;                    North         East    Units  Estimated Accuracy
 EW0765;SPC CA 5     -   636,130.    1,958,250.      MT  (+/- 180 meters Scaled)
 EW0765
 EW0765                          SUPERSEDED SURVEY CONTROL
 EW0765
 EW0765  NGVD 29 (??/??/92)  904.639  (m)         2967.97   (f) ADJ UNCH    2 0
 EW0765
 EW0765.Superseded values are not recommended for survey control.
 EW0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0765.See file dsdata.txt to determine how the superseded data were derived.
 EW0765
 EW0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU667436(NAD 83)
 EW0765_MARKER: DD = SURVEY DISK
 EW0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0765_SP_SET: WALL
 EW0765_STAMPING: 321.1 A 1971
 EW0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0765
 EW0765  HISTORY     - Date     Condition        Report By
 EW0765  HISTORY     - 1971     MONUMENTED       CADWR
 EW0765  HISTORY     - 1971     GOOD             NGS
 EW0765
 EW0765                          STATION DESCRIPTION
 EW0765
 EW0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0765'17.8 MI SE FROM PORTER TUNNEL.
 EW0765'17.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0765'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE WEST
 EW0765'CONCRETE WALL OF CONCRETE CULVERT 321.08, 10.8 FEET SOUTH OF
 EW0765'THE NORTH END OF THE WALL, 8.8 FEET SOUTH OF THE SOUTH END OF
 EW0765'A GUARDRAIL, AND ABOUT 7 1/2 FEET LOWER THAN THE NORTH LEVEE
 EW0765'ROAD.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0766 ***********************************************************************
 EW0766  DESIGNATION -  321.1 B DWR
 EW0766  PID         -  EW0766
 EW0766  STATE/COUNTY-  CA/LOS ANGELES
 EW0766  USGS QUAD   -  LAKE HUGHES (1995)
 EW0766
 EW0766                         *CURRENT SURVEY CONTROL
 EW0766  ___________________________________________________________________
 EW0766* NAD 83(1986)-  34 43 35.     (N)    118 27 22.     (W)     SCALED    
 EW0766* NAVD 88     -       901.89   (+/-2cm)    2959.0    (feet)  VERTCON   
 EW0766  ___________________________________________________________________
 EW0766  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0766
 EW0766.The horizontal coordinates were scaled from a topographic map and have
 EW0766.an estimated accuracy of +/- 6 seconds.
 EW0766
 EW0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0766.The vertical order pertains to the NGVD 29 superseded value.
 EW0766
 EW0766.The geoid height was determined by GEOID03.
 EW0766
 EW0766;                    North         East    Units  Estimated Accuracy
 EW0766;SPC CA 5     -   636,130.    1,958,230.      MT  (+/- 180 meters Scaled)
 EW0766
 EW0766                          SUPERSEDED SURVEY CONTROL
 EW0766
 EW0766  NGVD 29 (??/??/92)  901.009  (m)         2956.06   (f) ADJ UNCH    2 0
 EW0766
 EW0766.Superseded values are not recommended for survey control.
 EW0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0766.See file dsdata.txt to determine how the superseded data were derived.
 EW0766
 EW0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU666436(NAD 83)
 EW0766_MARKER: DD = SURVEY DISK
 EW0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0766_SP_SET: CONCRETE LINING
 EW0766_STAMPING: MILE 321.1 B
 EW0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0766
 EW0766  HISTORY     - Date     Condition        Report By
 EW0766  HISTORY     - UNK      MONUMENTED       CADWR
 EW0766  HISTORY     - 1971     GOOD             NGS
 EW0766
 EW0766                          STATION DESCRIPTION
 EW0766
 EW0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0766'17.8 MI SE FROM PORTER TUNNEL.
 EW0766'17.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0766'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0766'CONCRETE LINING OF THE AQUEDUCT, 96.0 FEET WEST OF THE WEST
 EW0766'CONCRETE WALL OF OVERCHUTE STRUCTURE 321.08, 4.5 FEET WEST OF THE
 EW0766'CENTER OF A LADDER, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE
 EW0766'ROAD.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0787 ***********************************************************************
 EW0787  DESIGNATION -  321.1 C DWR
 EW0787  PID         -  EW0787
 EW0787  STATE/COUNTY-  CA/LOS ANGELES
 EW0787  USGS QUAD   -  LAKE HUGHES (1995)
 EW0787
 EW0787                         *CURRENT SURVEY CONTROL
 EW0787  ___________________________________________________________________
 EW0787* NAD 83(1986)-  34 44 25.     (N)    118 28 54.     (W)     SCALED    
 EW0787* NAVD 88     -       902.71   (+/-2cm)    2961.6    (feet)  VERTCON   
 EW0787  ___________________________________________________________________
 EW0787  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0787
 EW0787.The horizontal coordinates were scaled from a topographic map and have
 EW0787.an estimated accuracy of +/- 6 seconds.
 EW0787
 EW0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0787.The vertical order pertains to the NGVD 29 superseded value.
 EW0787
 EW0787.The geoid height was determined by GEOID03.
 EW0787
 EW0787;                    North         East    Units  Estimated Accuracy
 EW0787;SPC CA 5     -   637,680.    1,955,900.      MT  (+/- 180 meters Scaled)
 EW0787
 EW0787                          SUPERSEDED SURVEY CONTROL
 EW0787
 EW0787  NGVD 29 (??/??/92)  901.819  (m)         2958.72   (f) ADJ UNCH    2 0
 EW0787
 EW0787.Superseded values are not recommended for survey control.
 EW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0787.See file dsdata.txt to determine how the superseded data were derived.
 EW0787
 EW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU643452(NAD 83)
 EW0787_MARKER: DD = SURVEY DISK
 EW0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0787_STAMPING: 321.1 C B M 1968
 EW0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0787+STABILITY: SURFACE MOTION
 EW0787
 EW0787  HISTORY     - Date     Condition        Report By
 EW0787  HISTORY     - 1968     MONUMENTED       CADWR
 EW0787  HISTORY     - 1971     GOOD             NGS
 EW0787
 EW0787                          STATION DESCRIPTION
 EW0787
 EW0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0787'15.8 MI SE FROM PORTER TUNNEL.
 EW0787'15.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0787'SOUTH PORTAL OF THE PORTER TUNNEL, 0.15 MILE NORTH OF THE
 EW0787'CROSSING OF A POWER LINE, 151 FEET EAST OF THE CENTER LINE OF THE
 EW0787'EAST LEVEE ROAD, 99.5 FEET SOUTH OF A STEEL BRACE POST IN THE
 EW0787'FENCE, 0.7 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE, 3.2 FEET
 EW0787'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 EW0787'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0787'SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1554 ***********************************************************************
 HT1554  DESIGNATION -  321.22
 HT1554  PID         -  HT1554
 HT1554  STATE/COUNTY-  CA/SANTA CRUZ
 HT1554  USGS QUAD   -  POINT ANO NUEVO (1997)
 HT1554
 HT1554                         *CURRENT SURVEY CONTROL
 HT1554  ___________________________________________________________________
 HT1554* NAD 83(1986)-  37 05 07.     (N)    122 15 04.     (W)     SCALED    
 HT1554* NAVD 88     -        98.762  (meters)     324.02   (feet)  ADJUSTED  
 HT1554  ___________________________________________________________________
 HT1554  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HT1554  DYNAMIC HT  -          98.690 (meters)     323.79  (feet)  COMP
 HT1554  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 HT1554
 HT1554  VERT ORDER  -  FIRST     CLASS I
 HT1554
 HT1554.The horizontal coordinates were scaled from a topographic map and have
 HT1554.an estimated accuracy of +/- 6 seconds.
 HT1554
 HT1554.The orthometric height was determined by differential leveling
 HT1554.and adjusted in February 1993.
 HT1554
 HT1554.The geoid height was determined by GEOID03.
 HT1554
 HT1554.The dynamic height is computed by dividing the NAVD 88
 HT1554.geopotential number by the normal gravity value computed on the
 HT1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1554.degrees latitude (g = 980.6199 gals.).
 HT1554
 HT1554.The modeled gravity was interpolated from observed gravity values.
 HT1554
 HT1554;                    North         East    Units  Estimated Accuracy
 HT1554;SPC CA 3     -   566,410.    1,844,320.      MT  (+/- 180 meters Scaled)
 HT1554
 HT1554                          SUPERSEDED SURVEY CONTROL
 HT1554
 HT1554  NAVD 88 (06/15/91)   98.731  (m)          323.92   (f) UNKNOWN     1 1
 HT1554  NGVD 29 (10/21/93)   97.961  (m)          321.39   (f) ADJUSTED    1 1
 HT1554
 HT1554.Superseded values are not recommended for survey control.
 HT1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1554.See file dsdata.txt to determine how the superseded data were derived.
 HT1554
 HT1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG665045(NAD 83)
 HT1554_MARKER: DD = SURVEY DISK
 HT1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1554_SP_SET: CONCRETE POST
 HT1554_STAMPING: B.M. 321.22
 HT1554_MARK LOGO: CA-087
 HT1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1554+STABILITY: SURFACE MOTION
 HT1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1554+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 HT1554
 HT1554  HISTORY     - Date     Condition        Report By
 HT1554  HISTORY     - UNK      MONUMENTED       CA-087
 HT1554  HISTORY     - 1972     GOOD             NGS
 HT1554  HISTORY     - 1978     GOOD             NGS
 HT1554  HISTORY     - 19900517 GOOD             NGS
 HT1554
 HT1554                          STATION DESCRIPTION
 HT1554
 HT1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1554'6.7 MI NW FROM DAVENPORT.
 HT1554'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 HT1554'AT DAVENPORT, THENCE 5.1 MILES NORTHWEST ALONG AN ASPHALT ROAD,
 HT1554'0.05 MILE SOUTHEAST OF A SHARP CURVE AND A PULL OUT, 14 FEET
 HT1554'NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST
 HT1554'OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT, 3 FEET SOUTHWEST
 HT1554'OF THE SOUTHWEST SIDE OF A LARGE FORKED TREE, 1.2 FEET SOUTHWEST
 HT1554'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 HT1554'A CONCRETE POST FLUSH WITH THE GROUND.
 HT1554
 HT1554                          STATION RECOVERY (1978)
 HT1554
 HT1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1554'RECOVERED IN GOOD CONDITION.
 HT1554
 HT1554                          STATION RECOVERY (1990)
 HT1554
 HT1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1554'2.7 KM (1.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT1554'OFFICE IN DAVENPORT, THENCE 8.2 KM (5.1 MI) NORTHWESTERLY ALONG
 HT1554'SWANTON ROAD, 10.0 M (32.8 FT) SOUTHEAST OF A SHARP CURVE AND
 HT1554'TURNOUT, 4.5 M (14.8 FT) SOUTHEAST OF THE NORTHEAST END OF THE TOP
 HT1554'AND MOST SOUTHERLY 1 OF 3 CULVERTS, 4.1 M (13.5 FT) NORTH OF THE
 HT1554'CENTERLINE OF THE ROAD, 0.7 M (2.3 FT) SOUTH OF THE SOUTH FACE OF A
 HT1554'FORKED TREE, 0.1 M (0.3 FT) BELOW THE LEVEL OF THE ROAD, AND SET IN
 HT1554'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0764 ***********************************************************************
 EW0764  DESIGNATION -  321.4 B DWR
 EW0764  PID         -  EW0764
 EW0764  STATE/COUNTY-  CA/LOS ANGELES
 EW0764  USGS QUAD   -  LAKE HUGHES (1995)
 EW0764
 EW0764                         *CURRENT SURVEY CONTROL
 EW0764  ___________________________________________________________________
 EW0764* NAD 83(1986)-  34 43 36.     (N)    118 27 05.     (W)     SCALED    
 EW0764* NAVD 88     -       901.84   (+/-2cm)    2958.8    (feet)  VERTCON   
 EW0764  ___________________________________________________________________
 EW0764  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0764
 EW0764.The horizontal coordinates were scaled from a topographic map and have
 EW0764.an estimated accuracy of +/- 6 seconds.
 EW0764
 EW0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0764.The vertical order pertains to the NGVD 29 superseded value.
 EW0764
 EW0764.The geoid height was determined by GEOID03.
 EW0764
 EW0764;                    North         East    Units  Estimated Accuracy
 EW0764;SPC CA 5     -   636,160.    1,958,660.      MT  (+/- 180 meters Scaled)
 EW0764
 EW0764                          SUPERSEDED SURVEY CONTROL
 EW0764
 EW0764  NGVD 29 (??/??/92)  900.955  (m)         2955.88   (f) ADJ UNCH    2 0
 EW0764
 EW0764.Superseded values are not recommended for survey control.
 EW0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0764.See file dsdata.txt to determine how the superseded data were derived.
 EW0764
 EW0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU671436(NAD 83)
 EW0764_MARKER: DD = SURVEY DISK
 EW0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0764_SP_SET: CONCRETE LINING
 EW0764_STAMPING: MILE 321.4 B
 EW0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0764
 EW0764  HISTORY     - Date     Condition        Report By
 EW0764  HISTORY     - UNK      MONUMENTED       CADWR
 EW0764  HISTORY     - 1971     GOOD             NGS
 EW0764
 EW0764                          STATION DESCRIPTION
 EW0764
 EW0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0764'18 MI SE FROM PORTER TUNNEL.
 EW0764'18.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0764'SOUTH PORTAL OF THE PORTER TUNNEL, ACROSS THE NORTHWEST LEVEE
 EW0764'ROAD FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTHWEST CONCRETE
 EW0764'LINING OF THE AQUEDUCT, 138 FEET NORTHEAST OF THE CENTER OF A
 EW0764'LADDER, 30 FEET SOUTHEAST OF THE NORTHWEST LEVEE ROAD, AND ABOUT
 EW0764'6 FEET LOWER THAN THE ROAD.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0762 ***********************************************************************
 EW0762  DESIGNATION -  321.5 A DWR
 EW0762  PID         -  EW0762
 EW0762  STATE/COUNTY-  CA/LOS ANGELES
 EW0762  USGS QUAD   -  LAKE HUGHES (1995)
 EW0762
 EW0762                         *CURRENT SURVEY CONTROL
 EW0762  ___________________________________________________________________
 EW0762* NAD 83(1986)-  34 43 38.     (N)    118 26 54.     (W)     SCALED    
 EW0762* NAVD 88     -       904.95   (+/-2cm)    2969.0    (feet)  VERTCON   
 EW0762  ___________________________________________________________________
 EW0762  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0762
 EW0762.The horizontal coordinates were scaled from a topographic map and have
 EW0762.an estimated accuracy of +/- 6 seconds.
 EW0762
 EW0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0762.The vertical order pertains to the NGVD 29 superseded value.
 EW0762
 EW0762.The geoid height was determined by GEOID03.
 EW0762
 EW0762;                    North         East    Units  Estimated Accuracy
 EW0762;SPC CA 5     -   636,220.    1,958,940.      MT  (+/- 180 meters Scaled)
 EW0762
 EW0762                          SUPERSEDED SURVEY CONTROL
 EW0762
 EW0762  NGVD 29 (??/??/92)  904.070  (m)         2966.10   (f) ADJ UNCH    2 0
 EW0762
 EW0762.Superseded values are not recommended for survey control.
 EW0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0762.See file dsdata.txt to determine how the superseded data were derived.
 EW0762
 EW0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU673437(NAD 83)
 EW0762_MARKER: DD = SURVEY DISK
 EW0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0762_SP_SET: BRIDGE
 EW0762_STAMPING: 321.5 A 1971
 EW0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0762
 EW0762  HISTORY     - Date     Condition        Report By
 EW0762  HISTORY     - 1971     MONUMENTED       CADWR
 EW0762  HISTORY     - 1971     GOOD             NGS
 EW0762
 EW0762                          STATION DESCRIPTION
 EW0762
 EW0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0762'18.2 MI SE FROM PORTER TUNNEL.
 EW0762'18.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0762'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 180TH
 EW0762'STREET WEST, IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF
 EW0762'THE WEST CONCRETE CURB OF 180TH STREET WEST BRIDGE OVER THE
 EW0762'AQUEDUCT, BRIDGE NO. 321.54, 11 FEET WEST OF THE CENTER LINE OF
 EW0762'THE STREET, AND ABOUT 1 FOOT HIGHER THAN THE STREET.  SECTION
 EW0762'3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0763 ***********************************************************************
 EW0763  DESIGNATION -  321.5 B DWR
 EW0763  PID         -  EW0763
 EW0763  STATE/COUNTY-  CA/LOS ANGELES
 EW0763  USGS QUAD   -  LAKE HUGHES (1995)
 EW0763
 EW0763                         *CURRENT SURVEY CONTROL
 EW0763  ___________________________________________________________________
 EW0763* NAD 83(1986)-  34 43 39.     (N)    118 26 57.     (W)     SCALED    
 EW0763* NAVD 88     -       901.81   (+/-2cm)    2958.7    (feet)  VERTCON   
 EW0763  ___________________________________________________________________
 EW0763  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0763
 EW0763.The horizontal coordinates were scaled from a topographic map and have
 EW0763.an estimated accuracy of +/- 6 seconds.
 EW0763
 EW0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0763.The vertical order pertains to the NGVD 29 superseded value.
 EW0763
 EW0763.The geoid height was determined by GEOID03.
 EW0763
 EW0763;                    North         East    Units  Estimated Accuracy
 EW0763;SPC CA 5     -   636,250.    1,958,860.      MT  (+/- 180 meters Scaled)
 EW0763
 EW0763                          SUPERSEDED SURVEY CONTROL
 EW0763
 EW0763  NGVD 29 (??/??/92)  900.930  (m)         2955.80   (f) ADJ UNCH    2 0
 EW0763
 EW0763.Superseded values are not recommended for survey control.
 EW0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0763.See file dsdata.txt to determine how the superseded data were derived.
 EW0763
 EW0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU673437(NAD 83)
 EW0763_MARKER: DD = SURVEY DISK
 EW0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0763_SP_SET: CONCRETE LINING
 EW0763_STAMPING: MILE 321.5 B
 EW0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0763
 EW0763  HISTORY     - Date     Condition        Report By
 EW0763  HISTORY     - UNK      MONUMENTED       CADWR
 EW0763  HISTORY     - 1971     GOOD             NGS
 EW0763
 EW0763                          STATION DESCRIPTION
 EW0763
 EW0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0763'18.2 MI SE FROM PORTER TUNNEL.
 EW0763'18.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0763'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0763'CONCRETE LINING OF THE AQUEDUCT, 77.0 FEET WEST OF THE 180TH
 EW0763'STREET WEST BRIDGE, 321.54 OVER THE AQUEDUCT, 5.6 FEET EAST OF
 EW0763'THE CENTER OF A LADDER, AND ABOUT 10 FEET LOWER THAN THE NORTH
 EW0763'LEVEE ROAD.  SECTION 3, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0760 ***********************************************************************
 EW0760  DESIGNATION -  321.6 B DWR
 EW0760  PID         -  EW0760
 EW0760  STATE/COUNTY-  CA/LOS ANGELES
 EW0760  USGS QUAD   -  LAKE HUGHES (1995)
 EW0760
 EW0760                         *CURRENT SURVEY CONTROL
 EW0760  ___________________________________________________________________
 EW0760* NAD 83(1986)-  34 43 35.     (N)    118 26 49.     (W)     SCALED    
 EW0760* NAVD 88     -       901.80   (+/-2cm)    2958.7    (feet)  VERTCON   
 EW0760  ___________________________________________________________________
 EW0760  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0760
 EW0760.The horizontal coordinates were scaled from a topographic map and have
 EW0760.an estimated accuracy of +/- 6 seconds.
 EW0760
 EW0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0760.The vertical order pertains to the NGVD 29 superseded value.
 EW0760
 EW0760.The geoid height was determined by GEOID03.
 EW0760
 EW0760;                    North         East    Units  Estimated Accuracy
 EW0760;SPC CA 5     -   636,130.    1,959,070.      MT  (+/- 180 meters Scaled)
 EW0760
 EW0760                          SUPERSEDED SURVEY CONTROL
 EW0760
 EW0760  NGVD 29 (??/??/92)  900.914  (m)         2955.75   (f) ADJ UNCH    2 0
 EW0760
 EW0760.Superseded values are not recommended for survey control.
 EW0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0760.See file dsdata.txt to determine how the superseded data were derived.
 EW0760
 EW0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU675436(NAD 83)
 EW0760_MARKER: DD = SURVEY DISK
 EW0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0760_SP_SET: CONCRETE LINING
 EW0760_STAMPING: MILE 321.6 B
 EW0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0760
 EW0760  HISTORY     - Date     Condition        Report By
 EW0760  HISTORY     - UNK      MONUMENTED       CADWR
 EW0760  HISTORY     - 1971     GOOD             NGS
 EW0760
 EW0760                          STATION DESCRIPTION
 EW0760
 EW0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0760'18.4 MI SE FROM PORTER TUNNEL.
 EW0760'18.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0760'SOUTH PORTAL OF THE PORTER TUNNEL, ACROSS THE NORTHEAST LEVEE
 EW0760'ROAD FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0760'LINING OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0760'LEVEE ROAD.  SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1796 ***********************************************************************
 EW1796  DESIGNATION -  321.668 C OF LA
 EW1796  PID         -  EW1796
 EW1796  STATE/COUNTY-  CA/LOS ANGELES
 EW1796  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1796
 EW1796                         *CURRENT SURVEY CONTROL
 EW1796  ___________________________________________________________________
 EW1796* NAD 83(1986)-  34 03 12.     (N)    118 28 01.     (W)     SCALED    
 EW1796* NAVD 88     -        98.84   (+/-2cm)     324.3    (feet)  VERTCON   
 EW1796  ___________________________________________________________________
 EW1796  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EW1796  VERT ORDER  -  THIRD (See Below)
 EW1796
 EW1796.The horizontal coordinates were scaled from a topographic map and have
 EW1796.an estimated accuracy of +/- 6 seconds.
 EW1796
 EW1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1796.The vertical order pertains to the NGVD 29 superseded value.
 EW1796
 EW1796.The geoid height was determined by GEOID03.
 EW1796
 EW1796;                    North         East    Units  Estimated Accuracy
 EW1796;SPC CA 5     -   561,480.    1,956,890.      MT  (+/- 180 meters Scaled)
 EW1796
 EW1796                          SUPERSEDED SURVEY CONTROL
 EW1796
 EW1796  NGVD 29 (??/??/??)   98.07   (m)          321.8    (f) RESET       3  
 EW1796
 EW1796.Superseded values are not recommended for survey control.
 EW1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1796.See file dsdata.txt to determine how the superseded data were derived.
 EW1796
 EW1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT646690(NAD 83)
 EW1796_MARKER: S = SPIKE
 EW1796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1796_SP_SET: CURB
 EW1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1796
 EW1796  HISTORY     - Date     Condition        Report By
 EW1796  HISTORY     - UNK      MONUMENTED       CA1980
 EW1796  HISTORY     - 1945     GOOD             NGS
 EW1796
 EW1796                          STATION DESCRIPTION
 EW1796
 EW1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1796'AT LOS ANGELES.
 EW1796'AT LOS ANGELES AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND
 EW1796'GORHAM AVENUE.  LOCATED IN THE NORTH WEST CURB OF SAN VICENTE
 EW1796'BOULEVARD, AND 22.0 FEET SOUTH WEST OF THE WEST CURBLINE OF
 EW1796'GORHAM AVENUE.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0774 ***********************************************************************
 EW0774  DESIGNATION -  321.7 C DWR
 EW0774  PID         -  EW0774
 EW0774  STATE/COUNTY-  CA/LOS ANGELES
 EW0774  USGS QUAD   -  LAKE HUGHES (1995)
 EW0774
 EW0774                         *CURRENT SURVEY CONTROL
 EW0774  ___________________________________________________________________
 EW0774* NAD 83(1986)-  34 44 10.     (N)    118 28 33.     (W)     SCALED    
 EW0774* NAVD 88     -       901.20   (+/-2cm)    2956.7    (feet)  VERTCON   
 EW0774  ___________________________________________________________________
 EW0774  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0774
 EW0774.The horizontal coordinates were scaled from a topographic map and have
 EW0774.an estimated accuracy of +/- 6 seconds.
 EW0774
 EW0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0774.The vertical order pertains to the NGVD 29 superseded value.
 EW0774
 EW0774.The geoid height was determined by GEOID03.
 EW0774
 EW0774;                    North         East    Units  Estimated Accuracy
 EW0774;SPC CA 5     -   637,220.    1,956,430.      MT  (+/- 180 meters Scaled)
 EW0774
 EW0774                          SUPERSEDED SURVEY CONTROL
 EW0774
 EW0774  NGVD 29 (??/??/92)  900.307  (m)         2953.76   (f) ADJ UNCH    2 0
 EW0774
 EW0774.Superseded values are not recommended for survey control.
 EW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0774.See file dsdata.txt to determine how the superseded data were derived.
 EW0774
 EW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU648447(NAD 83)
 EW0774_MARKER: DD = SURVEY DISK
 EW0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0774_STAMPING: 321.7 C 1968
 EW0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0774+STABILITY: SURFACE MOTION
 EW0774
 EW0774  HISTORY     - Date     Condition        Report By
 EW0774  HISTORY     - 1968     MONUMENTED       CADWR
 EW0774  HISTORY     - 1971     GOOD             NGS
 EW0774
 EW0774                          STATION DESCRIPTION
 EW0774
 EW0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0774'16.4 MI SE FROM PORTER TUNNEL.
 EW0774'16.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0774'SOUTH PORTAL OF THE PORTER TUNNEL, AT AN ANGLE IN THE NORTH
 EW0774'RIGHT-OF-WAY FENCE, 132 1/2 FEET NORTH OF THE CENTER LINE OF
 EW0774'THE NORTH LEVEE ROAD, 185.5 FEET NORTH-NORTHWEST OF BENCH MARK
 EW0774'319.7 A (DWR), 1.0 FOOT NORTH OF THE FENCE, 1.0 FOOT NORTH OF A
 EW0774'STEEL BRACE POST IN THE FENCE, 1.0 FOOT WEST OF A WITNESS POST,
 EW0774'ABOUT 5 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0774'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 33,
 EW0774'T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0759 ***********************************************************************
 EW0759  DESIGNATION -  321.8 B DWR
 EW0759  PID         -  EW0759
 EW0759  STATE/COUNTY-  CA/LOS ANGELES
 EW0759  USGS QUAD   -  LAKE HUGHES (1995)
 EW0759
 EW0759                         *CURRENT SURVEY CONTROL
 EW0759  ___________________________________________________________________
 EW0759* NAD 83(1986)-  34 43 31.     (N)    118 26 41.     (W)     SCALED    
 EW0759* NAVD 88     -       901.81   (+/-2cm)    2958.7    (feet)  VERTCON   
 EW0759  ___________________________________________________________________
 EW0759  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0759
 EW0759.The horizontal coordinates were scaled from a topographic map and have
 EW0759.an estimated accuracy of +/- 6 seconds.
 EW0759
 EW0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0759.The vertical order pertains to the NGVD 29 superseded value.
 EW0759
 EW0759.The geoid height was determined by GEOID03.
 EW0759
 EW0759;                    North         East    Units  Estimated Accuracy
 EW0759;SPC CA 5     -   636,000.    1,959,270.      MT  (+/- 180 meters Scaled)
 EW0759
 EW0759                          SUPERSEDED SURVEY CONTROL
 EW0759
 EW0759  NGVD 29 (??/??/92)  900.93   (m)         2955.8    (f) COMPUTED    2 0
 EW0759
 EW0759.Superseded values are not recommended for survey control.
 EW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0759.See file dsdata.txt to determine how the superseded data were derived.
 EW0759
 EW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU677435(NAD 83)
 EW0759_MARKER: DD = SURVEY DISK
 EW0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0759_SP_SET: CONCRETE LINING
 EW0759_STAMPING: MILE 321.8 B
 EW0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0759
 EW0759  HISTORY     - Date     Condition        Report By
 EW0759  HISTORY     - UNK      MONUMENTED       CADWR
 EW0759  HISTORY     - 1971     GOOD             NGS
 EW0759
 EW0759                          STATION DESCRIPTION
 EW0759
 EW0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0759'18.5 MI SE FROM PORTER TUNNEL.
 EW0759'18.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0759'SOUTH PORTAL OF THE PORTER TUNNEL, ACROSS THE NORTHEAST LEVEE
 EW0759'ROAD FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0759'LINING OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0759'LEVEE ROAD.  SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0757 ***********************************************************************
 EW0757  DESIGNATION -  321.9 B DWR
 EW0757  PID         -  EW0757
 EW0757  STATE/COUNTY-  CA/LOS ANGELES
 EW0757  USGS QUAD   -  LAKE HUGHES (1995)
 EW0757
 EW0757                         *CURRENT SURVEY CONTROL
 EW0757  ___________________________________________________________________
 EW0757* NAD 83(1986)-  34 43 29.     (N)    118 26 33.     (W)     SCALED    
 EW0757* NAVD 88     -       901.81   (+/-2cm)    2958.7    (feet)  VERTCON   
 EW0757  ___________________________________________________________________
 EW0757  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0757
 EW0757.The horizontal coordinates were scaled from a topographic map and have
 EW0757.an estimated accuracy of +/- 6 seconds.
 EW0757
 EW0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0757.The vertical order pertains to the NGVD 29 superseded value.
 EW0757
 EW0757.The geoid height was determined by GEOID03.
 EW0757
 EW0757;                    North         East    Units  Estimated Accuracy
 EW0757;SPC CA 5     -   635,940.    1,959,470.      MT  (+/- 180 meters Scaled)
 EW0757
 EW0757                          SUPERSEDED SURVEY CONTROL
 EW0757
 EW0757  NGVD 29 (??/??/92)  900.925  (m)         2955.78   (f) ADJ UNCH    2 0
 EW0757
 EW0757.Superseded values are not recommended for survey control.
 EW0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0757.See file dsdata.txt to determine how the superseded data were derived.
 EW0757
 EW0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU679434(NAD 83)
 EW0757_MARKER: DD = SURVEY DISK
 EW0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0757_SP_SET: CONCRETE LINING
 EW0757_STAMPING: MILE 321.9 B
 EW0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0757
 EW0757  HISTORY     - Date     Condition        Report By
 EW0757  HISTORY     - UNK      MONUMENTED       CADWR
 EW0757  HISTORY     - 1971     GOOD             NGS
 EW0757
 EW0757                          STATION DESCRIPTION
 EW0757
 EW0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0757'18.6 MI SE FROM PORTER TUNNEL.
 EW0757'18.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0757'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE WEST OF MILEAGE
 EW0757'322.00, ACROSS THE NORTH LEVEE ROAD FROM A DRAIN STRUCTURE, IN
 EW0757'THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, AND ABOUT
 EW0757'6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 2, T 7 N,
 EW0757'R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0145 ***********************************************************************
 EW0145  DESIGNATION -  3219 USGS
 EW0145  PID         -  EW0145
 EW0145  STATE/COUNTY-  CA/LOS ANGELES
 EW0145  USGS QUAD   -  PALMDALE (1974)
 EW0145
 EW0145                         *CURRENT SURVEY CONTROL
 EW0145  ___________________________________________________________________
 EW0145* NAD 83(1986)-  34 30 07.     (N)    118 06 58.     (W)     SCALED    
 EW0145* NAVD 88     -       982.245  (meters)    3222.58   (feet)  READJUSTED
 EW0145  ___________________________________________________________________
 EW0145  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EW0145  DYNAMIC HT  -         981.080 (meters)    3218.76  (feet)  COMP
 EW0145  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 EW0145
 EW0145  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW0145
 EW0145.The horizontal coordinates were scaled from a topographic map and have
 EW0145.an estimated accuracy of +/- 6 seconds.
 EW0145
 EW0145.The orthometric height was determined by differential leveling
 EW0145.and adjusted in February 1993.
 EW0145.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW0145.distribution rate of 1.1 thru 2.0 mm/km.
 EW0145.The height was derived from older observations constrained to new
 EW0145.heights in a crustal motion area.  The height is approximate in
 EW0145.relation to other heights in its vicinity.
 EW0145
 EW0145.The geoid height was determined by GEOID03.
 EW0145
 EW0145.The dynamic height is computed by dividing the NAVD 88
 EW0145.geopotential number by the normal gravity value computed on the
 EW0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0145.degrees latitude (g = 980.6199 gals.).
 EW0145
 EW0145.The modeled gravity was interpolated from observed gravity values.
 EW0145
 EW0145;                    North         East    Units  Estimated Accuracy
 EW0145;SPC CA 5     -   611,150.    1,989,340.      MT  (+/- 180 meters Scaled)
 EW0145
 EW0145                          SUPERSEDED SURVEY CONTROL
 EW0145
 EW0145  NGVD 29 (??/??/92)  981.363  (m)         3219.69   (f) ADJ UNCH    1 1
 EW0145
 EW0145.Superseded values are not recommended for survey control.
 EW0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0145.See file dsdata.txt to determine how the superseded data were derived.
 EW0145
 EW0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU975183(NAD 83)
 EW0145_MARKER: P = PIPE CAP
 EW0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW0145_STAMPING: 3219 40
 EW0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0145
 EW0145  HISTORY     - Date     Condition        Report By
 EW0145  HISTORY     - UNK      MONUMENTED       USGS
 EW0145  HISTORY     - 1971     GOOD             NGS
 EW0145  HISTORY     - 1977     GOOD             NGS
 EW0145  HISTORY     - 1990     GOOD             USPSQD
 EW0145
 EW0145                          STATION DESCRIPTION
 EW0145
 EW0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0145'5.8 MI S FROM PALMDALE.
 EW0145'5.85 MILES SOUTH ALONG SIERRA HIGHWAY FROM THE JUNCTION OF
 EW0145'PALMDALE BOULEVARD AT PALMDALE, 255 1/2 FEET SOUTHEAST OF THE
 EW0145'CENTER LINE OF THE HIGHWAY, 289 FEET SOUTHEAST AND ACROSS THE
 EW0145'HIGHWAY FROM BENCH MARK S 431, 121.6 FEET NORTHWEST OF THE
 EW0145'NORTHWEST RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC COMPANY
 EW0145'RAILROAD, 32 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2.0 FEET
 EW0145'SOUTH OF A COUNTY IRON PIPE WITNESS POST, ABOUT 7 FEET LOWER
 EW0145'THAN THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND RIVETED
 EW0145'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE
 EW0145'THE GROUND.  SEC 22, T5N, R12W
 EW0145
 EW0145                          STATION RECOVERY (1977)
 EW0145
 EW0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0145'RECOVERED IN GOOD CONDITION.
 EW0145
 EW0145                          STATION RECOVERY (1990)
 EW0145
 EW0145'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJS)
 EW0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1730 ***********************************************************************
 JS1730  DESIGNATION -  322 N USE
 JS1730  PID         -  JS1730
 JS1730  STATE/COUNTY-  CA/SACRAMENTO
 JS1730  USGS QUAD   -  JERSEY ISLAND (1978)
 JS1730
 JS1730                         *CURRENT SURVEY CONTROL
 JS1730  ___________________________________________________________________
 JS1730* NAD 83(1986)-  38 06 03.     (N)    121 37 51.     (W)     SCALED    
 JS1730* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 JS1730  ___________________________________________________________________
 JS1730  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JS1730  VERT ORDER  -  THIRD (See Below)
 JS1730
 JS1730.The horizontal coordinates were scaled from a topographic map and have
 JS1730.an estimated accuracy of +/- 6 seconds.
 JS1730
 JS1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1730.The vertical order pertains to the NGVD 29 superseded value.
 JS1730
 JS1730.The geoid height was determined by GEOID03.
 JS1730
 JS1730;                    North         East    Units  Estimated Accuracy
 JS1730;SPC CA 2     -   548,260.    2,032,380.      MT  (+/- 180 meters Scaled)
 JS1730
 JS1730                          SUPERSEDED SURVEY CONTROL
 JS1730
 JS1730  NGVD 29 (??/??/??)    2.31   (m)            7.6    (f) RESET       3  
 JS1730
 JS1730.Superseded values are not recommended for survey control.
 JS1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1730.See file dsdata.txt to determine how the superseded data were derived.
 JS1730
 JS1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH200178(NAD 83)
 JS1730_MARKER: P = PIPE CAP
 JS1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1730_STAMPING: 322 N
 JS1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1730+STABILITY: SURFACE MOTION
 JS1730
 JS1730  HISTORY     - Date     Condition        Report By
 JS1730  HISTORY     - UNK      MONUMENTED       DOD
 JS1730  HISTORY     - 1951     GOOD             NGS
 JS1730  HISTORY     - 1964     GOOD             NGS
 JS1730  HISTORY     - 1976     MARK NOT FOUND   USGS
 JS1730
 JS1730                          STATION DESCRIPTION
 JS1730
 JS1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1730'AT TWITCHELL ISLAND.
 JS1730'ON THE SOUTHEAST SIDE OF TWITCHELL ISLAND, 1.8 MILES EAST ALONG
 JS1730'A DIRT ROAD ON THE SAN JOAQUIN RIVER LEVEE, ON THE NORTHWEST
 JS1730'BANK OF THE SAN JOAQUIN RIVER, 214 FEET NORTHEAST OF A POINT
 JS1730'FROM THE CENTER OF THE LEVEE IN LINE WITH A NORTHWEST TO
 JS1730'SOUTHEAST DITCH, 188 FEET SOUTH OF THE SECOND POWER LINE POLE
 JS1730'NORTHEAST OF A T JUNCTION OF DITCHES ON THE SOUTHEAST SHOULDER
 JS1730'OF THE LEVEE, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE,
 JS1730'1.5 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 JS1730'CONCRETE POST FLUSH WITH THE GROUND.
 JS1730
 JS1730                          STATION RECOVERY (1964)
 JS1730
 JS1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1730'RECOVERED IN GOOD CONDITION.
 JS1730
 JS1730                          STATION RECOVERY (1976)
 JS1730
 JS1730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JS1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0771 ***********************************************************************
 EW0771  DESIGNATION -  322.0 C DWR
 EW0771  PID         -  EW0771
 EW0771  STATE/COUNTY-  CA/LOS ANGELES
 EW0771  USGS QUAD   -  LAKE HUGHES (1995)
 EW0771
 EW0771                         *CURRENT SURVEY CONTROL
 EW0771  ___________________________________________________________________
 EW0771* NAD 83(1986)-  34 44 04.     (N)    118 28 14.     (W)     SCALED    
 EW0771* NAVD 88     -       900.86   (+/-2cm)    2955.6    (feet)  VERTCON   
 EW0771  ___________________________________________________________________
 EW0771  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0771
 EW0771.The horizontal coordinates were scaled from a topographic map and have
 EW0771.an estimated accuracy of +/- 6 seconds.
 EW0771
 EW0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0771.The vertical order pertains to the NGVD 29 superseded value.
 EW0771
 EW0771.The geoid height was determined by GEOID03.
 EW0771
 EW0771;                    North         East    Units  Estimated Accuracy
 EW0771;SPC CA 5     -   637,030.    1,956,910.      MT  (+/- 180 meters Scaled)
 EW0771
 EW0771                          SUPERSEDED SURVEY CONTROL
 EW0771
 EW0771  NGVD 29 (??/??/92)  899.970  (m)         2952.65   (f) ADJ UNCH    2 0
 EW0771
 EW0771.Superseded values are not recommended for survey control.
 EW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0771.See file dsdata.txt to determine how the superseded data were derived.
 EW0771
 EW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU653445(NAD 83)
 EW0771_MARKER: DD = SURVEY DISK
 EW0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0771_STAMPING: 322.0 C B M 1968
 EW0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0771+STABILITY: SURFACE MOTION
 EW0771
 EW0771  HISTORY     - Date     Condition        Report By
 EW0771  HISTORY     - 1968     MONUMENTED       CADWR
 EW0771  HISTORY     - 1971     GOOD             NGS
 EW0771
 EW0771                          STATION DESCRIPTION
 EW0771
 EW0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0771'16.7 MI SE FROM PORTER TUNNEL.
 EW0771'16.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0771'SOUTH PORTAL OF THE PORTER TUNNEL, 122 FEET EAST OF THE NORTHEAST
 EW0771'END OF THE SOUTHEAST CONCRETE WING WALL OF CONCRETE OVERCHUTE
 EW0771'320.02, 121 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 EW0771'LEVEE ROAD, 1.1 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW0771'FENCE, 10 1/2 FEET NORTHWEST OF A BRACE POST IN THE FENCE, 2.3
 EW0771'FEET SOUTHEAST OF A WITNESS POST, ABOUT 12 FEET LOWER THAN THE
 EW0771'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EW0771'ABOVE THE GROUND.  SECTION 33, T 8 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0755 ***********************************************************************
 EW0755  DESIGNATION -  322.3 A DWR
 EW0755  PID         -  EW0755
 EW0755  STATE/COUNTY-  CA/LOS ANGELES
 EW0755  USGS QUAD   -  LAKE HUGHES (1995)
 EW0755
 EW0755                         *CURRENT SURVEY CONTROL
 EW0755  ___________________________________________________________________
 EW0755* NAD 83(1986)-  34 43 27.     (N)    118 26 13.     (W)     SCALED    
 EW0755* NAVD 88     -       905.41   (+/-2cm)    2970.5    (feet)  VERTCON   
 EW0755  ___________________________________________________________________
 EW0755  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0755
 EW0755.The horizontal coordinates were scaled from a topographic map and have
 EW0755.an estimated accuracy of +/- 6 seconds.
 EW0755
 EW0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0755.The vertical order pertains to the NGVD 29 superseded value.
 EW0755
 EW0755.The geoid height was determined by GEOID03.
 EW0755
 EW0755;                    North         East    Units  Estimated Accuracy
 EW0755;SPC CA 5     -   635,880.    1,959,980.      MT  (+/- 180 meters Scaled)
 EW0755
 EW0755                          SUPERSEDED SURVEY CONTROL
 EW0755
 EW0755  NGVD 29 (??/??/92)  904.525  (m)         2967.60   (f) ADJ UNCH    2 0
 EW0755
 EW0755.Superseded values are not recommended for survey control.
 EW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0755.See file dsdata.txt to determine how the superseded data were derived.
 EW0755
 EW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU684433(NAD 83)
 EW0755_MARKER: DD = SURVEY DISK
 EW0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0755_SP_SET: WALL
 EW0755_STAMPING: 322.3 A 1971
 EW0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0755
 EW0755  HISTORY     - Date     Condition        Report By
 EW0755  HISTORY     - 1971     MONUMENTED       CADWR
 EW0755  HISTORY     - 1971     GOOD             NGS
 EW0755
 EW0755                          STATION DESCRIPTION
 EW0755
 EW0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0755'19 MI SE FROM PORTER TUNNEL.
 EW0755'19.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0755'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE WEST
 EW0755'CONCRETE WALL OF CONCRETE OVERCHUTE 322.28, 9.4 FEET SOUTH OF THE
 EW0755'NORTH END OF THE WALL, 6.5 FEET SOUTH OF THE SOUTH END OF A
 EW0755'GUARDRAIL, AND ABOUT 3 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0755'SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0756 ***********************************************************************
 EW0756  DESIGNATION -  322.3 B DWR
 EW0756  PID         -  EW0756
 EW0756  STATE/COUNTY-  CA/LOS ANGELES
 EW0756  USGS QUAD   -  LAKE HUGHES (1995)
 EW0756
 EW0756                         *CURRENT SURVEY CONTROL
 EW0756  ___________________________________________________________________
 EW0756* NAD 83(1986)-  34 43 27.     (N)    118 26 15.     (W)     SCALED    
 EW0756* NAVD 88     -       901.76   (+/-2cm)    2958.5    (feet)  VERTCON   
 EW0756  ___________________________________________________________________
 EW0756  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0756
 EW0756.The horizontal coordinates were scaled from a topographic map and have
 EW0756.an estimated accuracy of +/- 6 seconds.
 EW0756
 EW0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0756.The vertical order pertains to the NGVD 29 superseded value.
 EW0756
 EW0756.The geoid height was determined by GEOID03.
 EW0756
 EW0756;                    North         East    Units  Estimated Accuracy
 EW0756;SPC CA 5     -   635,880.    1,959,930.      MT  (+/- 180 meters Scaled)
 EW0756
 EW0756                          SUPERSEDED SURVEY CONTROL
 EW0756
 EW0756  NGVD 29 (??/??/92)  900.877  (m)         2955.63   (f) ADJ UNCH    2 0
 EW0756
 EW0756.Superseded values are not recommended for survey control.
 EW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0756.See file dsdata.txt to determine how the superseded data were derived.
 EW0756
 EW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU683433(NAD 83)
 EW0756_MARKER: DD = SURVEY DISK
 EW0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0756_SP_SET: CONCRETE LINING
 EW0756_STAMPING: MILE 322.3 B
 EW0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0756
 EW0756  HISTORY     - Date     Condition        Report By
 EW0756  HISTORY     - UNK      MONUMENTED       CADWR
 EW0756  HISTORY     - 1971     GOOD             NGS
 EW0756
 EW0756                          STATION DESCRIPTION
 EW0756
 EW0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0756'19 MI SE FROM PORTER TUNNEL.
 EW0756'19.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0756'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0756'CONCRETE LINING OF THE AQUEDUCT, 85.0 FEET WEST OF THE WEST
 EW0756'WALL OF CONCRETE OVERCHUTE 322.28, 4.3 FEET EAST OF THE CENTER
 EW0756'OF A LADDER, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0756'SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0752 ***********************************************************************
 EW0752  DESIGNATION -  322.4 B DWR
 EW0752  PID         -  EW0752
 EW0752  STATE/COUNTY-  CA/LOS ANGELES
 EW0752  USGS QUAD   -  LAKE HUGHES (1995)
 EW0752
 EW0752                         *CURRENT SURVEY CONTROL
 EW0752  ___________________________________________________________________
 EW0752* NAD 83(1986)-  34 43 28.     (N)    118 26 09.     (W)     SCALED    
 EW0752* NAVD 88     -       901.68   (+/-2cm)    2958.3    (feet)  VERTCON   
 EW0752  ___________________________________________________________________
 EW0752  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0752
 EW0752.The horizontal coordinates were scaled from a topographic map and have
 EW0752.an estimated accuracy of +/- 6 seconds.
 EW0752
 EW0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0752.The vertical order pertains to the NGVD 29 superseded value.
 EW0752
 EW0752.The geoid height was determined by GEOID03.
 EW0752
 EW0752;                    North         East    Units  Estimated Accuracy
 EW0752;SPC CA 5     -   635,910.    1,960,080.      MT  (+/- 180 meters Scaled)
 EW0752
 EW0752                          SUPERSEDED SURVEY CONTROL
 EW0752
 EW0752  NGVD 29 (??/??/92)  900.802  (m)         2955.38   (f) ADJ UNCH    2 0
 EW0752
 EW0752.Superseded values are not recommended for survey control.
 EW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0752.See file dsdata.txt to determine how the superseded data were derived.
 EW0752
 EW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU685434(NAD 83)
 EW0752_MARKER: DD = SURVEY DISK
 EW0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0752_SP_SET: CONCRETE LINING
 EW0752_STAMPING: MILE 322.4 B
 EW0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0752
 EW0752  HISTORY     - Date     Condition        Report By
 EW0752  HISTORY     - UNK      MONUMENTED       CADWR
 EW0752  HISTORY     - 1971     GOOD             NGS
 EW0752
 EW0752                          STATION DESCRIPTION
 EW0752
 EW0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0752'19.2 MI SE FROM PORTER TUNNEL.
 EW0752'19.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0752'SOUTH PORTAL OF THE PORTER TUNNEL, 0.07 MILE WEST OF AQUEDUCT
 EW0752'MILEAGE 322.50, ACROSS THE NORTH LEVEE FROM A DRAIN STRUCTURE,
 EW0752'IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 52.0
 EW0752'FEET EAST OF THE CENTER OF A LADDER, AND ABOUT 6 FEET LOWER
 EW0752'THAN THE NORTH LEVEE ROAD.  SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1175 ***********************************************************************
 DC1175  DESIGNATION -  322.40 USGS
 DC1175  PID         -  DC1175
 DC1175  STATE/COUNTY-  CA/SAN DIEGO
 DC1175  USGS QUAD   -  DEL MAR (1975)
 DC1175
 DC1175                         *CURRENT SURVEY CONTROL
 DC1175  ___________________________________________________________________
 DC1175* NAD 83(1986)-  32 58 13.     (N)    117 09 49.     (W)     SCALED    
 DC1175* NAVD 88     -        98.92   (+/-2cm)     324.5    (feet)  VERTCON   
 DC1175  ___________________________________________________________________
 DC1175  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DC1175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1175
 DC1175.The horizontal coordinates were scaled from a topographic map and have
 DC1175.an estimated accuracy of +/- 6 seconds.
 DC1175
 DC1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1175.The vertical order pertains to the NGVD 29 superseded value.
 DC1175
 DC1175.The geoid height was determined by GEOID03.
 DC1175
 DC1175;                    North         East    Units  Estimated Accuracy
 DC1175;SPC CA 6     -   589,500.    1,914,600.      MT  (+/- 180 meters Scaled)
 DC1175
 DC1175                          SUPERSEDED SURVEY CONTROL
 DC1175
 DC1175  NGVD 29 (??/??/??)   98.266  (m)          322.39   (f) ADJUSTED    2 0
 DC1175
 DC1175.Superseded values are not recommended for survey control.
 DC1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1175.See file dsdata.txt to determine how the superseded data were derived.
 DC1175
 DC1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS847480(NAD 83)
 DC1175_MARKER: S = SPIKE
 DC1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1175_SP_SET: POLE BASE
 DC1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1175
 DC1175  HISTORY     - Date     Condition        Report By
 DC1175  HISTORY     - UNK      MONUMENTED       USGS
 DC1175  HISTORY     - 1944     GOOD             NGS
 DC1175
 DC1175                          STATION DESCRIPTION
 DC1175
 DC1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC1175'9 MI E FROM DEL MAR.
 DC1175'2.0 MILES SOUTH ALONG THE A. T. AND S FE RAILROAD FROM THE
 DC1175'STATION AT DEL MAR, THENCE 7 MILES NORTHEAST ALONG THE DEL
 DC1175'MAR-LAKE HODGES ROAD, ABOUT 160 FEET EAST OF USC AND GS BENCH
 DC1175'MARK S-302 1935, SET ON THE NORTH SIDE OF POLE NO. D 35514 T AND IN
 DC1175'THE BASE OF POLE, 19 FEET NORTH OF THE CENTER-LINE OF THE ROAD,
 DC1175'3 FEET SOUTH OF THE FENCE.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0768 ***********************************************************************
 EW0768  DESIGNATION -  322.5 C DWR
 EW0768  PID         -  EW0768
 EW0768  STATE/COUNTY-  CA/LOS ANGELES
 EW0768  USGS QUAD   -  LAKE HUGHES (1995)
 EW0768
 EW0768                         *CURRENT SURVEY CONTROL
 EW0768  ___________________________________________________________________
 EW0768* NAD 83(1986)-  34 43 48.     (N)    118 27 48.     (W)     SCALED    
 EW0768* NAVD 88     -       898.87   (+/-2cm)    2949.0    (feet)  VERTCON   
 EW0768  ___________________________________________________________________
 EW0768  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0768
 EW0768.The horizontal coordinates were scaled from a topographic map and have
 EW0768.an estimated accuracy of +/- 6 seconds.
 EW0768
 EW0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0768.The vertical order pertains to the NGVD 29 superseded value.
 EW0768
 EW0768.The geoid height was determined by GEOID03.
 EW0768
 EW0768;                    North         East    Units  Estimated Accuracy
 EW0768;SPC CA 5     -   636,540.    1,957,570.      MT  (+/- 180 meters Scaled)
 EW0768
 EW0768                          SUPERSEDED SURVEY CONTROL
 EW0768
 EW0768  NGVD 29 (??/??/92)  897.983  (m)         2946.13   (f) ADJ UNCH    2 0
 EW0768
 EW0768.Superseded values are not recommended for survey control.
 EW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0768.See file dsdata.txt to determine how the superseded data were derived.
 EW0768
 EW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU660440(NAD 83)
 EW0768_MARKER: DD = SURVEY DISK
 EW0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0768_STAMPING: 322.5 C B M 1968
 EW0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0768+STABILITY: SURFACE MOTION
 EW0768
 EW0768  HISTORY     - Date     Condition        Report By
 EW0768  HISTORY     - 1968     MONUMENTED       CADWR
 EW0768  HISTORY     - 1971     GOOD             NGS
 EW0768
 EW0768                          STATION DESCRIPTION
 EW0768
 EW0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0768'17.2 MI SE FROM PORTER TUNNEL.
 EW0768'17.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0768'SOUTH PORTAL OF THE PORTER TUNNEL, 93 FEET EAST-NORTHEAST OF THE
 EW0768'NORTHEAST END OF THE SOUTHEAST CONCRETE WING WALL OF CONCRETE
 EW0768'OVERCHUTE 320.53, 215 FEET NORTHEAST OF THE NORTHEAST CONCRETE
 EW0768'LINING OF THE AQUEDUCT, 0.4 FOOT NORTHEAST OF THE NORTHEAST
 EW0768'RIGHT-OF-WAY FENCE, 3.0 FEET NORTHWEST OF A BRACE POST IN THE
 EW0768'FENCE, 1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 20 FEET LOWER
 EW0768'THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0768'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 3, T 7 N,
 EW0768'R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0754 ***********************************************************************
 EW0754  DESIGNATION -  322.69 B DWR
 EW0754  PID         -  EW0754
 EW0754  STATE/COUNTY-  CA/LOS ANGELES
 EW0754  USGS QUAD   -  LAKE HUGHES (1995)
 EW0754
 EW0754                         *CURRENT SURVEY CONTROL
 EW0754  ___________________________________________________________________
 EW0754* NAD 83(1986)-  34 43 17.     (N)    118 25 50.     (W)     SCALED    
 EW0754* NAVD 88     -       901.68   (+/-2cm)    2958.3    (feet)  VERTCON   
 EW0754  ___________________________________________________________________
 EW0754  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0754
 EW0754.The horizontal coordinates were scaled from a topographic map and have
 EW0754.an estimated accuracy of +/- 6 seconds.
 EW0754
 EW0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0754.The vertical order pertains to the NGVD 29 superseded value.
 EW0754
 EW0754.The geoid height was determined by GEOID03.
 EW0754
 EW0754;                    North         East    Units  Estimated Accuracy
 EW0754;SPC CA 5     -   635,570.    1,960,570.      MT  (+/- 180 meters Scaled)
 EW0754
 EW0754                          SUPERSEDED SURVEY CONTROL
 EW0754
 EW0754  NGVD 29 (??/??/92)  900.798  (m)         2955.37   (f) ADJ UNCH    2 0
 EW0754
 EW0754.Superseded values are not recommended for survey control.
 EW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0754.See file dsdata.txt to determine how the superseded data were derived.
 EW0754
 EW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU690430(NAD 83)
 EW0754_MARKER: DD = SURVEY DISK
 EW0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0754_SP_SET: CONCRETE LINING
 EW0754_STAMPING: MILE 322.69 B
 EW0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0754
 EW0754  HISTORY     - Date     Condition        Report By
 EW0754  HISTORY     - UNK      MONUMENTED       CADWR
 EW0754  HISTORY     - 1971     GOOD             NGS
 EW0754
 EW0754                          STATION DESCRIPTION
 EW0754
 EW0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0754'19.4 MI SE FROM PORTER TUNNEL.
 EW0754'19.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0754'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF A DRAIN
 EW0754'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE
 EW0754'LINING OF THE AQUEDUCT, 105.0 FEET WEST OF BENCH MARK 322.7 B
 EW0754'(DWR), 37 FEET SOUTHWEST OF AN IRON FENCE POST FOR A GATE, 33.0
 EW0754'FEET SOUTH OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE LEVEE
 EW0754'ROAD.  SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0751 ***********************************************************************
 EW0751  DESIGNATION -  322.7 A DWR
 EW0751  PID         -  EW0751
 EW0751  STATE/COUNTY-  CA/LOS ANGELES
 EW0751  USGS QUAD   -  LAKE HUGHES (1995)
 EW0751
 EW0751                         *CURRENT SURVEY CONTROL
 EW0751  ___________________________________________________________________
 EW0751* NAD 83(1986)-  34 43 16.     (N)    118 25 48.     (W)     SCALED    
 EW0751* NAVD 88     -       903.93   (+/-2cm)    2965.6    (feet)  VERTCON   
 EW0751  ___________________________________________________________________
 EW0751  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0751
 EW0751.The horizontal coordinates were scaled from a topographic map and have
 EW0751.an estimated accuracy of +/- 6 seconds.
 EW0751
 EW0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0751.The vertical order pertains to the NGVD 29 superseded value.
 EW0751
 EW0751.The geoid height was determined by GEOID03.
 EW0751
 EW0751;                    North         East    Units  Estimated Accuracy
 EW0751;SPC CA 5     -   635,540.    1,960,620.      MT  (+/- 180 meters Scaled)
 EW0751
 EW0751                          SUPERSEDED SURVEY CONTROL
 EW0751
 EW0751  NGVD 29 (??/??/92)  903.049  (m)         2962.75   (f) ADJ UNCH    2 0
 EW0751
 EW0751.Superseded values are not recommended for survey control.
 EW0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0751.See file dsdata.txt to determine how the superseded data were derived.
 EW0751
 EW0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU690430(NAD 83)
 EW0751_MARKER: DD = SURVEY DISK
 EW0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0751_SP_SET: BRIDGE
 EW0751_STAMPING: 322.7 A 1971
 EW0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0751
 EW0751  HISTORY     - Date     Condition        Report By
 EW0751  HISTORY     - 1971     MONUMENTED       CADWR
 EW0751  HISTORY     - 1971     GOOD             NGS
 EW0751
 EW0751                          STATION DESCRIPTION
 EW0751
 EW0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0751'19.4 MI SE FROM PORTER TUNNEL.
 EW0751'19.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0751'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 170TH
 EW0751'STREET WEST, IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF
 EW0751'THE WEST CONCRETE CURB OF BRIDGE 322.73 OVER THE AQUEDUCT, 16
 EW0751'FEET WEST OF THE CENTER LINE OF THE STREET, 0.9 FOOT WEST OF THE
 EW0751'EAST EDGE OF THE CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE
 EW0751'STREET.  SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0753 ***********************************************************************
 EW0753  DESIGNATION -  322.7 B DWR
 EW0753  PID         -  EW0753
 EW0753  STATE/COUNTY-  CA/LOS ANGELES
 EW0753  USGS QUAD   -  LAKE HUGHES (1995)
 EW0753
 EW0753                         *CURRENT SURVEY CONTROL
 EW0753  ___________________________________________________________________
 EW0753* NAD 83(1986)-  34 43 17.     (N)    118 25 50.     (W)     SCALED    
 EW0753* NAVD 88     -       901.58   (+/-2cm)    2957.9    (feet)  VERTCON   
 EW0753  ___________________________________________________________________
 EW0753  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0753
 EW0753.The horizontal coordinates were scaled from a topographic map and have
 EW0753.an estimated accuracy of +/- 6 seconds.
 EW0753
 EW0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0753.The vertical order pertains to the NGVD 29 superseded value.
 EW0753
 EW0753.The geoid height was determined by GEOID03.
 EW0753
 EW0753;                    North         East    Units  Estimated Accuracy
 EW0753;SPC CA 5     -   635,570.    1,960,570.      MT  (+/- 180 meters Scaled)
 EW0753
 EW0753                          SUPERSEDED SURVEY CONTROL
 EW0753
 EW0753  NGVD 29 (??/??/92)  900.693  (m)         2955.02   (f) ADJ UNCH    2 0
 EW0753
 EW0753.Superseded values are not recommended for survey control.
 EW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0753.See file dsdata.txt to determine how the superseded data were derived.
 EW0753
 EW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU690430(NAD 83)
 EW0753_MARKER: DD = SURVEY DISK
 EW0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0753_SP_SET: CONCRETE LINING
 EW0753_STAMPING: MILE 322.7 B
 EW0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0753
 EW0753  HISTORY     - Date     Condition        Report By
 EW0753  HISTORY     - UNK      MONUMENTED       CADWR
 EW0753  HISTORY     - 1971     GOOD             NGS
 EW0753
 EW0753                          STATION DESCRIPTION
 EW0753
 EW0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0753'19.4 MI SE FROM PORTER TUNNEL.
 EW0753'19.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0753'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0753'CONCRETE LINING OF THE AQUEDUCT, 107.0 FEET WEST OF THE WEST
 EW0753'END OF 170TH STREET WEST BRIDGE 322.73 OVER THE AQUEDUCT, 105.0
 EW0753'FEET EAST OF BENCH MARK 322.69 B (DWR), 45.6 FEET WEST OF THE
 EW0753'CENTER OF A LADDER, AND ABOUT 4 FEET LOWER THAN THE LEVEE ROAD.
 EW0753'SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0101 ***********************************************************************
 DY0101  DESIGNATION -  323 LBHD
 DY0101  PID         -  DY0101
 DY0101  STATE/COUNTY-  CA/LOS ANGELES
 DY0101  USGS QUAD   -  LONG BEACH (1981)
 DY0101
 DY0101                         *CURRENT SURVEY CONTROL
 DY0101  ___________________________________________________________________
 DY0101* NAD 83(1986)-  33 46 10.     (N)    118 12 40.     (W)     SCALED    
 DY0101* NAVD 88     -         2.06   (+/-2cm)       6.8    (feet)  VERTCON   
 DY0101  ___________________________________________________________________
 DY0101  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0101  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0101
 DY0101.The horizontal coordinates were scaled from a topographic map and have
 DY0101.an estimated accuracy of +/- 6 seconds.
 DY0101
 DY0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0101.The vertical order pertains to the NGVD 29 superseded value.
 DY0101
 DY0101.The geoid height was determined by GEOID03.
 DY0101
 DY0101;                    North         East    Units  Estimated Accuracy
 DY0101;SPC CA 5     -   529,910.    1,980,440.      MT  (+/- 180 meters Scaled)
 DY0101
 DY0101                          SUPERSEDED SURVEY CONTROL
 DY0101
 DY0101  NGVD 29 (??/??/92)    1.248  (m)            4.09   (f) ADJ UNCH    1 2
 DY0101
 DY0101.Superseded values are not recommended for survey control.
 DY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0101.See file dsdata.txt to determine how the superseded data were derived.
 DY0101
 DY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT878372(NAD 83)
 DY0101_MARKER: DD = SURVEY DISK
 DY0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0101_STAMPING: 323
 DY0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0101+STABILITY: SURFACE MOTION
 DY0101
 DY0101  HISTORY     - Date     Condition        Report By
 DY0101  HISTORY     - UNK      MONUMENTED       CA1970
 DY0101  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0101
 DY0101                          STATION DESCRIPTION
 DY0101
 DY0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0101'AT LONG BEACH.
 DY0101'AT LONG BEACH INNER HARBOR MIDWAY BETWEEN SLIPS 4 AND 5, 106
 DY0101'FEET WEST OF THE EAST CURB OF MITCHELL AVENUE, 80 FEET SOUTHEAST
 DY0101'OF THE SOUTHEAST CORNER OF THE PLATFORM AROUND THE WAREHOUSE
 DY0101'AT CITY BERTH 50, AND 11 FEET SOUTH OF THE SOUTH RAIL OF THE
 DY0101'TRACK PARALLELING THE SHED.  A LONG BEACH HARBOR DEPARTMENT
 DY0101'STANDARD DISK, STAMPED 323 AND SET IN THE TOP OF A CONCRETE
 DY0101'POST ABOUT 1-1/2 INCHES BELOW THE TOP OF A 4-INCH IRON PIPE
 DY0101'SET FLUSH WITH THE SURFACE OF THE STREET.  THE TRACK MENTIONED
 DY0101'IN THE DESCRIPTION IN LITHO LIST DATED JULY 10, 1947 HAS BEEN
 DY0101'REMOVED AND STACKED OVER THE DESCRIBED LOCATION OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0748 ***********************************************************************
 EW0748  DESIGNATION -  323.1 A DWR
 EW0748  PID         -  EW0748
 EW0748  STATE/COUNTY-  CA/LOS ANGELES
 EW0748  USGS QUAD   -  LAKE HUGHES (1995)
 EW0748
 EW0748                         *CURRENT SURVEY CONTROL
 EW0748  ___________________________________________________________________
 EW0748* NAD 83(1986)-  34 43 11.     (N)    118 25 30.     (W)     SCALED    
 EW0748* NAVD 88     -       905.49   (+/-2cm)    2970.8    (feet)  VERTCON   
 EW0748  ___________________________________________________________________
 EW0748  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0748
 EW0748.The horizontal coordinates were scaled from a topographic map and have
 EW0748.an estimated accuracy of +/- 6 seconds.
 EW0748
 EW0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0748.The vertical order pertains to the NGVD 29 superseded value.
 EW0748
 EW0748.The geoid height was determined by GEOID03.
 EW0748
 EW0748;                    North         East    Units  Estimated Accuracy
 EW0748;SPC CA 5     -   635,380.    1,961,070.      MT  (+/- 180 meters Scaled)
 EW0748
 EW0748                          SUPERSEDED SURVEY CONTROL
 EW0748
 EW0748  NGVD 29 (??/??/92)  904.610  (m)         2967.87   (f) ADJ UNCH    2 0
 EW0748
 EW0748.Superseded values are not recommended for survey control.
 EW0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0748.See file dsdata.txt to determine how the superseded data were derived.
 EW0748
 EW0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU695428(NAD 83)
 EW0748_MARKER: DD = SURVEY DISK
 EW0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0748_SP_SET: WALL
 EW0748_STAMPING: 323.1 A 1971
 EW0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0748
 EW0748  HISTORY     - Date     Condition        Report By
 EW0748  HISTORY     - 1971     MONUMENTED       CADWR
 EW0748  HISTORY     - 1971     GOOD             NGS
 EW0748
 EW0748                          STATION DESCRIPTION
 EW0748
 EW0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0748'19.8 MI SE FROM PORTER TUNNEL.
 EW0748'19.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0748'SOUTH PORTAL OF THE PORTER TUNNEL, 0.15 MILE NORTHWEST OF THE
 EW0748'CROSSING OF AVENUE H BRIDGE OVER THE AQUEDUCT, IN THE TOP OF THE
 EW0748'NORTHWEST WALL OF CONCRETE OVERCHUTE 323.10, 7.7 FEET SOUTHWEST
 EW0748'OF THE NORTHEAST END OF THE WALL, 3.4 FEET SOUTHWEST OF THE
 EW0748'SOUTHWEST END OF A GUARDRAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE
 EW0748'LEVEE ROAD.  SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0749 ***********************************************************************
 EW0749  DESIGNATION -  323.1 B DWR
 EW0749  PID         -  EW0749
 EW0749  STATE/COUNTY-  CA/LOS ANGELES
 EW0749  USGS QUAD   -  LAKE HUGHES (1995)
 EW0749
 EW0749                         *CURRENT SURVEY CONTROL
 EW0749  ___________________________________________________________________
 EW0749* NAD 83(1986)-  34 43 11.     (N)    118 25 31.     (W)     SCALED    
 EW0749* NAVD 88     -       901.71   (+/-2cm)    2958.4    (feet)  VERTCON   
 EW0749  ___________________________________________________________________
 EW0749  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0749
 EW0749.The horizontal coordinates were scaled from a topographic map and have
 EW0749.an estimated accuracy of +/- 6 seconds.
 EW0749
 EW0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0749.The vertical order pertains to the NGVD 29 superseded value.
 EW0749
 EW0749.The geoid height was determined by GEOID03.
 EW0749
 EW0749;                    North         East    Units  Estimated Accuracy
 EW0749;SPC CA 5     -   635,380.    1,961,050.      MT  (+/- 180 meters Scaled)
 EW0749
 EW0749                          SUPERSEDED SURVEY CONTROL
 EW0749
 EW0749  NGVD 29 (??/??/92)  900.830  (m)         2955.47   (f) ADJ UNCH    2 0
 EW0749
 EW0749.Superseded values are not recommended for survey control.
 EW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0749.See file dsdata.txt to determine how the superseded data were derived.
 EW0749
 EW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU694428(NAD 83)
 EW0749_MARKER: DD = SURVEY DISK
 EW0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0749_SP_SET: WALL
 EW0749_STAMPING: MILE 323.1 B
 EW0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0749
 EW0749  HISTORY     - Date     Condition        Report By
 EW0749  HISTORY     - UNK      MONUMENTED       CADWR
 EW0749  HISTORY     - 1971     GOOD             NGS
 EW0749
 EW0749                          STATION DESCRIPTION
 EW0749
 EW0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0749'19.8 MI SE FROM PORTER TUNNEL.
 EW0749'19.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0749'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0749'CONCRETE LINING OF THE AQUEDUCT, 92.0 FEET NORTHWEST OF THE
 EW0749'NORTHWEST WALL OF CONCRETE OVERCHUTE 323.10, 3.8 FEET SOUTHEAST
 EW0749'OF THE CENTER OF A LADDER, AND ABOUT 12 FEET LOWER THAN THE
 EW0749'NORTHEAST LEVEE ROAD.  SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0744 ***********************************************************************
 EW0744  DESIGNATION -  323.19 A DWR
 EW0744  PID         -  EW0744
 EW0744  STATE/COUNTY-  CA/LOS ANGELES
 EW0744  USGS QUAD   -  LAKE HUGHES (1995)
 EW0744
 EW0744                         *CURRENT SURVEY CONTROL
 EW0744  ___________________________________________________________________
 EW0744* NAD 83(1986)-  34 43 03.     (N)    118 25 22.     (W)     SCALED    
 EW0744* NAVD 88     -       903.37   (+/-2cm)    2963.8    (feet)  VERTCON   
 EW0744  ___________________________________________________________________
 EW0744  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0744
 EW0744.The horizontal coordinates were scaled from a topographic map and have
 EW0744.an estimated accuracy of +/- 6 seconds.
 EW0744
 EW0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0744.The vertical order pertains to the NGVD 29 superseded value.
 EW0744
 EW0744.The geoid height was determined by GEOID03.
 EW0744
 EW0744;                    North         East    Units  Estimated Accuracy
 EW0744;SPC CA 5     -   635,130.    1,961,280.      MT  (+/- 180 meters Scaled)
 EW0744
 EW0744                          SUPERSEDED SURVEY CONTROL
 EW0744
 EW0744  NGVD 29 (??/??/92)  902.490  (m)         2960.92   (f) ADJ UNCH    2 0
 EW0744
 EW0744.Superseded values are not recommended for survey control.
 EW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0744.See file dsdata.txt to determine how the superseded data were derived.
 EW0744
 EW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU697426(NAD 83)
 EW0744_MARKER: DD = SURVEY DISK
 EW0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0744_SP_SET: GRATE DECK
 EW0744_STAMPING: MILE 323.19 A
 EW0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0744
 EW0744  HISTORY     - Date     Condition        Report By
 EW0744  HISTORY     - UNK      MONUMENTED       CADWR
 EW0744  HISTORY     - 1971     GOOD             NGS
 EW0744
 EW0744                          STATION DESCRIPTION
 EW0744
 EW0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0744'19.9 MI SE FROM PORTER TUNNEL.
 EW0744'19.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0744'SOUTH PORTAL OF PORTER TUNNEL, IN THE TOP OF THE CENTER ALONG
 EW0744'THE NORTHEAST SIDE OF THE GRATE DECK OF A TURNOUT STRUCTURE,
 EW0744'4.9 FEET SOUTHEAST OF A GUARDRAIL POST, 5.2 FEET NORTHWEST OF
 EW0744'A GUARDRAIL POST, AND ABOUT 1/2 FOOT HIGHER THAN THE NORTHEAST
 EW0744'LEVEE ROAD.  SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0746 ***********************************************************************
 EW0746  DESIGNATION -  323.2 A DWR
 EW0746  PID         -  EW0746
 EW0746  STATE/COUNTY-  CA/LOS ANGELES
 EW0746  USGS QUAD   -  LAKE HUGHES (1995)
 EW0746
 EW0746                         *CURRENT SURVEY CONTROL
 EW0746  ___________________________________________________________________
 EW0746* NAD 83(1986)-  34 43 03.     (N)    118 25 20.     (W)     SCALED    
 EW0746* NAVD 88     -       904.23   (+/-2cm)    2966.6    (feet)  VERTCON   
 EW0746  ___________________________________________________________________
 EW0746  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0746  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0746
 EW0746.The horizontal coordinates were scaled from a topographic map and have
 EW0746.an estimated accuracy of +/- 6 seconds.
 EW0746
 EW0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0746.The vertical order pertains to the NGVD 29 superseded value.
 EW0746
 EW0746.The geoid height was determined by GEOID03.
 EW0746
 EW0746;                    North         East    Units  Estimated Accuracy
 EW0746;SPC CA 5     -   635,130.    1,961,330.      MT  (+/- 180 meters Scaled)
 EW0746
 EW0746                          SUPERSEDED SURVEY CONTROL
 EW0746
 EW0746  NGVD 29 (??/??/92)  903.343  (m)         2963.72   (f) ADJ UNCH    1 1
 EW0746
 EW0746.Superseded values are not recommended for survey control.
 EW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0746.See file dsdata.txt to determine how the superseded data were derived.
 EW0746
 EW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU697426(NAD 83)
 EW0746_MARKER: DD = SURVEY DISK
 EW0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0746_SP_SET: CURB
 EW0746_STAMPING: 323.2 A 1971
 EW0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0746
 EW0746  HISTORY     - Date     Condition        Report By
 EW0746  HISTORY     - 1971     MONUMENTED       CADWR
 EW0746  HISTORY     - 1971     GOOD             NGS
 EW0746
 EW0746                          STATION DESCRIPTION
 EW0746
 EW0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0746'20 MI SE FROM PORTER TUNNEL.
 EW0746'19.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0746'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF AVENUE H,
 EW0746'IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH
 EW0746'CONCRETE CURB OF AVENUE H BRIDGE 323.25 OVER THE AQUEDUCT, 16
 EW0746'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 4.0 FEET NORTH
 EW0746'OF THE NORTH EDGE OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE
 EW0746'AVENUE.  SECTION 1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0747 ***********************************************************************
 EW0747  DESIGNATION -  323.2 B DWR
 EW0747  PID         -  EW0747
 EW0747  STATE/COUNTY-  CA/LOS ANGELES
 EW0747  USGS QUAD   -  LAKE HUGHES (1995)
 EW0747
 EW0747                         *CURRENT SURVEY CONTROL
 EW0747  ___________________________________________________________________
 EW0747* NAD 83(1986)-  34 43 03.     (N)    118 25 20.     (W)     SCALED    
 EW0747* NAVD 88     -       901.61   (+/-2cm)    2958.0    (feet)  VERTCON   
 EW0747  ___________________________________________________________________
 EW0747  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0747
 EW0747.The horizontal coordinates were scaled from a topographic map and have
 EW0747.an estimated accuracy of +/- 6 seconds.
 EW0747
 EW0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0747.The vertical order pertains to the NGVD 29 superseded value.
 EW0747
 EW0747.The geoid height was determined by GEOID03.
 EW0747
 EW0747;                    North         East    Units  Estimated Accuracy
 EW0747;SPC CA 5     -   635,130.    1,961,330.      MT  (+/- 180 meters Scaled)
 EW0747
 EW0747                          SUPERSEDED SURVEY CONTROL
 EW0747
 EW0747  NGVD 29 (??/??/92)  900.726  (m)         2955.13   (f) ADJ UNCH    2 0
 EW0747
 EW0747.Superseded values are not recommended for survey control.
 EW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0747.See file dsdata.txt to determine how the superseded data were derived.
 EW0747
 EW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU697426(NAD 83)
 EW0747_MARKER: DD = SURVEY DISK
 EW0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0747_SP_SET: CONCRETE LINING
 EW0747_STAMPING: MILE 323.2 B
 EW0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0747
 EW0747  HISTORY     - Date     Condition        Report By
 EW0747  HISTORY     - UNK      MONUMENTED       CADWR
 EW0747  HISTORY     - 1971     GOOD             NGS
 EW0747
 EW0747                          STATION DESCRIPTION
 EW0747
 EW0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0747'20 MI SE FROM PORTER TUNNEL.
 EW0747'19.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0747'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0747'CONCRETE LINING OF THE AQUEDUCT, 108.0 FEET NORTHWEST OF THE EAST
 EW0747'END OF AVENUE H BRIDGE 323.25, 106.0 FEET SOUTHEAST OF BENCH
 EW0747'MARK 323.19 A (DWR), 20 FEET NORTHWEST OF THE CENTER OF A LADDER,
 EW0747'AND ABOUT 3 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW0747'1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0742 ***********************************************************************
 EW0742  DESIGNATION -  323.5 A DWR
 EW0742  PID         -  EW0742
 EW0742  STATE/COUNTY-  CA/LOS ANGELES
 EW0742  USGS QUAD   -  LAKE HUGHES (1995)
 EW0742
 EW0742                         *CURRENT SURVEY CONTROL
 EW0742  ___________________________________________________________________
 EW0742* NAD 83(1986)-  34 42 51.     (N)    118 25 16.     (W)     SCALED    
 EW0742* NAVD 88     -       905.28   (+/-2cm)    2970.1    (feet)  VERTCON   
 EW0742  ___________________________________________________________________
 EW0742  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0742
 EW0742.The horizontal coordinates were scaled from a topographic map and have
 EW0742.an estimated accuracy of +/- 6 seconds.
 EW0742
 EW0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0742.The vertical order pertains to the NGVD 29 superseded value.
 EW0742
 EW0742.The geoid height was determined by GEOID03.
 EW0742
 EW0742;                    North         East    Units  Estimated Accuracy
 EW0742;SPC CA 5     -   634,760.    1,961,430.      MT  (+/- 180 meters Scaled)
 EW0742
 EW0742                          SUPERSEDED SURVEY CONTROL
 EW0742
 EW0742  NGVD 29 (??/??/92)  904.395  (m)         2967.17   (f) ADJ UNCH    2 0
 EW0742
 EW0742.Superseded values are not recommended for survey control.
 EW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0742.See file dsdata.txt to determine how the superseded data were derived.
 EW0742
 EW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU698422(NAD 83)
 EW0742_MARKER: DD = SURVEY DISK
 EW0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0742_SP_SET: WALL
 EW0742_STAMPING: 323.5 A 1971
 EW0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0742
 EW0742  HISTORY     - Date     Condition        Report By
 EW0742  HISTORY     - 1971     MONUMENTED       CADWR
 EW0742  HISTORY     - 1971     GOOD             NGS
 EW0742
 EW0742                          STATION DESCRIPTION
 EW0742
 EW0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0742'20.2 MI SE FROM PORTER TUNNEL.
 EW0742'20.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0742'SOUTH PORTAL OF THE PORTER TUJNEL, IN THE TOP AND 9.2 FEET
 EW0742'WEST OF THE EAST END OF THE NORTH CONCRETE WALL OF CONCRETE
 EW0742'OVERCHUTE 323.53, 7.2 FEET WEST OF THE WEST END OF A GUARDRAIL,
 EW0742'AND ABOUT 4 1/2 FEET LOWER THAN THE EAST LEVEE ROAD.  SECTION
 EW0742'12, T 7N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0743 ***********************************************************************
 EW0743  DESIGNATION -  323.5 B DWR
 EW0743  PID         -  EW0743
 EW0743  STATE/COUNTY-  CA/LOS ANGELES
 EW0743  USGS QUAD   -  LAKE HUGHES (1995)
 EW0743
 EW0743                         *CURRENT SURVEY CONTROL
 EW0743  ___________________________________________________________________
 EW0743* NAD 83(1986)-  34 42 53.     (N)    118 25 16.     (W)     SCALED    
 EW0743* NAVD 88     -       901.64   (+/-2cm)    2958.1    (feet)  VERTCON   
 EW0743  ___________________________________________________________________
 EW0743  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0743
 EW0743.The horizontal coordinates were scaled from a topographic map and have
 EW0743.an estimated accuracy of +/- 6 seconds.
 EW0743
 EW0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0743.The vertical order pertains to the NGVD 29 superseded value.
 EW0743
 EW0743.The geoid height was determined by GEOID03.
 EW0743
 EW0743;                    North         East    Units  Estimated Accuracy
 EW0743;SPC CA 5     -   634,820.    1,961,430.      MT  (+/- 180 meters Scaled)
 EW0743
 EW0743                          SUPERSEDED SURVEY CONTROL
 EW0743
 EW0743  NGVD 29 (??/??/92)  900.761  (m)         2955.25   (f) ADJ UNCH    2 0
 EW0743
 EW0743.Superseded values are not recommended for survey control.
 EW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0743.See file dsdata.txt to determine how the superseded data were derived.
 EW0743
 EW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU698423(NAD 83)
 EW0743_MARKER: DD = SURVEY DISK
 EW0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0743_SP_SET: CONCRETE LINING
 EW0743_STAMPING: MILE 323.5 B
 EW0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0743
 EW0743  HISTORY     - Date     Condition        Report By
 EW0743  HISTORY     - UNK      MONUMENTED       CADWR
 EW0743  HISTORY     - 1971     GOOD             NGS
 EW0743
 EW0743                          STATION DESCRIPTION
 EW0743
 EW0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0743'20.2 MI SE FROM PORTER TUNNEL.
 EW0743'20.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0743'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE EAST
 EW0743'CONCRETE LINING OF THE AQUEDUCT, 87.5 FEET NORTH OF THE NORTH
 EW0743'WALL OF CONCRETE OVERCHUTE 323.53, 9 FEET NORTH OF THE CENTER
 EW0743'OF A STEEL LADDER, AND ABOUT 12 FEET LOWER THAN THE EAST LEVEE
 EW0743'ROAD.  SECTION 12, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0761 ***********************************************************************
 EW0761  DESIGNATION -  323.5 C DWR
 EW0761  PID         -  EW0761
 EW0761  STATE/COUNTY-  CA/LOS ANGELES
 EW0761  USGS QUAD   -  LAKE HUGHES (1995)
 EW0761
 EW0761                         *CURRENT SURVEY CONTROL
 EW0761  ___________________________________________________________________
 EW0761* NAD 83(1986)-  34 43 38.     (N)    118 26 52.     (W)     SCALED    
 EW0761* NAVD 88     -       898.53   (+/-2cm)    2947.9    (feet)  VERTCON   
 EW0761  ___________________________________________________________________
 EW0761  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0761
 EW0761.The horizontal coordinates were scaled from a topographic map and have
 EW0761.an estimated accuracy of +/- 6 seconds.
 EW0761
 EW0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0761.The vertical order pertains to the NGVD 29 superseded value.
 EW0761
 EW0761.The geoid height was determined by GEOID03.
 EW0761
 EW0761;                    North         East    Units  Estimated Accuracy
 EW0761;SPC CA 5     -   636,220.    1,958,990.      MT  (+/- 180 meters Scaled)
 EW0761
 EW0761                          SUPERSEDED SURVEY CONTROL
 EW0761
 EW0761  NGVD 29 (??/??/92)  897.649  (m)         2945.04   (f) ADJ UNCH    2 0
 EW0761
 EW0761.Superseded values are not recommended for survey control.
 EW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0761.See file dsdata.txt to determine how the superseded data were derived.
 EW0761
 EW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU674437(NAD 83)
 EW0761_MARKER: DD = SURVEY DISK
 EW0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0761_STAMPING: 323.5 C 1969
 EW0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0761+STABILITY: SURFACE MOTION
 EW0761
 EW0761  HISTORY     - Date     Condition        Report By
 EW0761  HISTORY     - 1969     MONUMENTED       CADWR
 EW0761  HISTORY     - 1971     GOOD             NGS
 EW0761
 EW0761                          STATION DESCRIPTION
 EW0761
 EW0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0761'18.2 MI SE FROM PORTER TUNNEL.
 EW0761'18.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0761'SOUTH PORTAL OF THE PORTER TUNNEL, 0.03 MILE SOUTHEAST OF THE
 EW0761'CROSSING OF 180TH STREET WEST, 140 FEET NORTHEAST OF THE
 EW0761'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 1.9 FEET NORTHEAST
 EW0761'OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.9 FEET NORTHEAST OF A
 EW0761'BRACE POST IN THE FENCE, 135 FEET SOUTHEAST OF THE NORTHEAST
 EW0761'END OF A GATE ACROSS THE LEVEE ROAD, 1.4 FEET NORTHWEST OF A
 EW0761'WITNESS POST, ABOUT 10 FEET LOWER THAN THE NORTHEAST LEVEE ROAD,
 EW0761'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW0761'THE GROUND.  SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0091 ***********************************************************************
 HT0091  DESIGNATION -  323.73 EBMUD
 HT0091  PID         -  HT0091
 HT0091  STATE/COUNTY-  CA/CONTRA COSTA
 HT0091  USGS QUAD   -  WALNUT CREEK (1995)
 HT0091
 HT0091                         *CURRENT SURVEY CONTROL
 HT0091  ___________________________________________________________________
 HT0091* NAD 83(1986)-  37 53 36.     (N)    122 07 13.     (W)     SCALED    
 HT0091* NAVD 88     -        99.64   (+/-2cm)     326.9    (feet)  VERTCON   
 HT0091  ___________________________________________________________________
 HT0091  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0091  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0091
 HT0091.The horizontal coordinates were scaled from a topographic map and have
 HT0091.an estimated accuracy of +/- 6 seconds.
 HT0091
 HT0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0091.The vertical order pertains to the NGVD 29 superseded value.
 HT0091
 HT0091.The geoid height was determined by GEOID03.
 HT0091
 HT0091;                    North         East    Units  Estimated Accuracy
 HT0091;SPC CA 3     -   655,870.    1,857,500.      MT  (+/- 180 meters Scaled)
 HT0091
 HT0091                          SUPERSEDED SURVEY CONTROL
 HT0091
 HT0091  NGVD 29 (??/??/92)   98.803  (m)          324.16   (f) ADJ UNCH    1 2
 HT0091
 HT0091.Superseded values are not recommended for survey control.
 HT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0091.See file dsdata.txt to determine how the superseded data were derived.
 HT0091
 HT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG773943(NAD 83)
 HT0091_MARKER: DD = SURVEY DISK
 HT0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0091_SP_SET: CONCRETE MANHOLE
 HT0091_STAMPING: 323.73 4666+79.48
 HT0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0091
 HT0091  HISTORY     - Date     Condition        Report By
 HT0091  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0091  HISTORY     - 1958     GOOD             NGS
 HT0091  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0091
 HT0091                          STATION DESCRIPTION
 HT0091
 HT0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0091'AT LAFAYETTE.
 HT0091'AT LA FAYETTE, 0.1 MILE WEST ALONG MOUNT DIABLO BOULEVARD FROM
 HT0091'THE T JUNCTION OF MORAGA ROAD, THENCE 0.1 MILE NORTH ALONG OAK
 HT0091'HILL ROAD, AT THE FORKS OF AN ABANDONED STREET (FORMERLY ORCHARD
 HT0091'AVENUE) NOW USED AS A PARKING LOT, ALONG MOKELUMNE AQUEDUCT, IN
 HT0091'THE TOP OF THE APPROXIMATE CENTER OF THE WEST SIDE OF A CONCRETE
 HT0091'MANHOLE, 19 FEET NORTHEAST OF THE CENTER LINE OF OAK HILL ROAD,
 HT0091'ABOUT 1/2 FOOT ABOVE THE GROUND, AND SURROUNDED BY A WOODEN
 HT0091'FENCE.
 HT0091
 HT0091                          STATION RECOVERY (1987)
 HT0091
 HT0091'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5298 ***********************************************************************
 HS5298  DESIGNATION -  323.74=311
 HS5298  PID         -  HS5298
 HS5298  STATE/COUNTY-  CA/SANTA CRUZ
 HS5298  USGS QUAD   -  LOMA PRIETA (1996)
 HS5298
 HS5298                         *CURRENT SURVEY CONTROL
 HS5298  ___________________________________________________________________
 HS5298* NAD 83(1986)-  37 00 03.     (N)    121 47 51.     (W)     SCALED    
 HS5298* NAVD 88     -        99.791  (meters)     327.40   (feet)  ADJUSTED  
 HS5298  ___________________________________________________________________
 HS5298  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HS5298  DYNAMIC HT  -          99.715 (meters)     327.15  (feet)  COMP
 HS5298  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 HS5298
 HS5298  VERT ORDER  -  FIRST     CLASS II
 HS5298
 HS5298.The horizontal coordinates were scaled from a topographic map and have
 HS5298.an estimated accuracy of +/- 6 seconds.
 HS5298
 HS5298.The orthometric height was determined by differential leveling
 HS5298.and adjusted in February 1993.
 HS5298
 HS5298.The geoid height was determined by GEOID03.
 HS5298
 HS5298.The dynamic height is computed by dividing the NAVD 88
 HS5298.geopotential number by the normal gravity value computed on the
 HS5298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5298.degrees latitude (g = 980.6199 gals.).
 HS5298
 HS5298.The modeled gravity was interpolated from observed gravity values.
 HS5298
 HS5298;                    North         East    Units  Estimated Accuracy
 HS5298;SPC CA 3     -   556,380.    1,884,510.      MT  (+/- 180 meters Scaled)
 HS5298
 HS5298                          SUPERSEDED SURVEY CONTROL
 HS5298
 HS5298  NGVD 29 (10/21/93)   98.957  (m)          324.66   (f) ADJUSTED    1 2
 HS5298
 HS5298.Superseded values are not recommended for survey control.
 HS5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5298.See file dsdata.txt to determine how the superseded data were derived.
 HS5298
 HS5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF069956(NAD 83)
 HS5298_MARKER: DD = SURVEY DISK
 HS5298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS5298_SP_SET: CATCH BASIN
 HS5298_STAMPING: A.B.8 323.74
 HS5298_MARK LOGO: CA-087
 HS5298_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5298+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 HS5298
 HS5298  HISTORY     - Date     Condition        Report By
 HS5298  HISTORY     - UNK      MONUMENTED       CA-087
 HS5298  HISTORY     - 19900416 GOOD             NGS
 HS5298
 HS5298                          STATION DESCRIPTION
 HS5298
 HS5298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5298'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5298'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 HS5298'ALONG HOLOHAN ROAD, THENCE 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN
 HS5298'VALLEY ROAD, THENCE 6.0 KM (3.7 MI) NORTHWESTERLY ALONG AMESTI ROAD,
 HS5298'THENCE 1.5 KM (0.9 MI) NORTHERLY ALONG BROWNS VALLEY ROAD, IN THE
 HS5298'WEST HEADWALL OF A CONCRETE CATCH BASIN, 9.0 M (29.5 FT) SOUTHEAST OF
 HS5298'A UTILITY POLE, 3.7 M (12.1 FT) EAST OF AND LEVEL WITH THE ROAD
 HS5298'CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0737 ***********************************************************************
 EW0737  DESIGNATION -  323.8 A DWR
 EW0737  PID         -  EW0737
 EW0737  STATE/COUNTY-  CA/LOS ANGELES
 EW0737  USGS QUAD   -  LAKE HUGHES (1995)
 EW0737
 EW0737                         *CURRENT SURVEY CONTROL
 EW0737  ___________________________________________________________________
 EW0737* NAD 83(1986)-  34 42 29.     (N)    118 25 19.     (W)     SCALED    
 EW0737* NAVD 88     -       902.80   (+/-2cm)    2961.9    (feet)  VERTCON   
 EW0737  ___________________________________________________________________
 EW0737  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0737
 EW0737.The horizontal coordinates were scaled from a topographic map and have
 EW0737.an estimated accuracy of +/- 6 seconds.
 EW0737
 EW0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0737.The vertical order pertains to the NGVD 29 superseded value.
 EW0737
 EW0737.The geoid height was determined by GEOID03.
 EW0737
 EW0737;                    North         East    Units  Estimated Accuracy
 EW0737;SPC CA 5     -   634,080.    1,961,350.      MT  (+/- 180 meters Scaled)
 EW0737
 EW0737                          SUPERSEDED SURVEY CONTROL
 EW0737
 EW0737  NGVD 29 (??/??/92)  901.916  (m)         2959.04   (f) ADJ UNCH    2 0
 EW0737
 EW0737.Superseded values are not recommended for survey control.
 EW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0737.See file dsdata.txt to determine how the superseded data were derived.
 EW0737
 EW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU697415(NAD 83)
 EW0737_MARKER: DD = SURVEY DISK
 EW0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0737_SP_SET: WALL
 EW0737_STAMPING: 323.8 A 1971
 EW0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0737
 EW0737  HISTORY     - Date     Condition        Report By
 EW0737  HISTORY     - 1971     MONUMENTED       CADWR
 EW0737  HISTORY     - 1971     GOOD             NGS
 EW0737
 EW0737                          STATION DESCRIPTION
 EW0737
 EW0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0737'20.6 MI SE FROM PORTER TUNNEL.
 EW0737'20.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0737'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE INLET OF MYRICK SIPHON
 EW0737'AND CHECK DAM 323.84, IN THE TOP AND 0.6 FOOT NORTHWEST OF THE
 EW0737'SOUTHEAST END OF THE NORTHEAST CONCRETE WALL OF THE SIPHON,
 EW0737'1.1 FEET SOUTHEAST OF THE SOUTHEAST END OF THE GUARDRAIL,
 EW0737'AND ABOUT 2 FEET LOWER THAN THE SOUTHEAST LEVEE ROAD.  SECTION
 EW0737'12, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0738 ***********************************************************************
 EW0738  DESIGNATION -  323.8 B DWR
 EW0738  PID         -  EW0738
 EW0738  STATE/COUNTY-  CA/LOS ANGELES
 EW0738  USGS QUAD   -  LAKE HUGHES (1995)
 EW0738
 EW0738                         *CURRENT SURVEY CONTROL
 EW0738  ___________________________________________________________________
 EW0738* NAD 83(1986)-  34 42 31.     (N)    118 25 18.     (W)     SCALED    
 EW0738* NAVD 88     -       901.63   (+/-2cm)    2958.1    (feet)  VERTCON   
 EW0738  ___________________________________________________________________
 EW0738  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0738
 EW0738.The horizontal coordinates were scaled from a topographic map and have
 EW0738.an estimated accuracy of +/- 6 seconds.
 EW0738
 EW0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0738.The vertical order pertains to the NGVD 29 superseded value.
 EW0738
 EW0738.The geoid height was determined by GEOID03.
 EW0738
 EW0738;                    North         East    Units  Estimated Accuracy
 EW0738;SPC CA 5     -   634,150.    1,961,370.      MT  (+/- 180 meters Scaled)
 EW0738
 EW0738                          SUPERSEDED SURVEY CONTROL
 EW0738
 EW0738  NGVD 29 (??/??/92)  900.745  (m)         2955.19   (f) ADJ UNCH    2 0
 EW0738
 EW0738.Superseded values are not recommended for survey control.
 EW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0738.See file dsdata.txt to determine how the superseded data were derived.
 EW0738
 EW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU698416(NAD 83)
 EW0738_MARKER: DD = SURVEY DISK
 EW0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0738_SP_SET: CONCRETE LINING
 EW0738_STAMPING: MILE 323.8 B
 EW0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0738
 EW0738  HISTORY     - Date     Condition        Report By
 EW0738  HISTORY     - UNK      MONUMENTED       CADWR
 EW0738  HISTORY     - 1971     GOOD             NGS
 EW0738
 EW0738                          STATION DESCRIPTION
 EW0738
 EW0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0738'20.6 MI SE FROM PORTER TUNNEL.
 EW0738'20.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0738'SOUTH PORTAL OF THE PORTER TUNNEL, AT MYRICK SIPHON AND CHECK
 EW0738'DAM 323.84, IN THE TOP OF THE SOUTHEAST CONCRETE LINING OF THE
 EW0738'AQUEDUCT, 29.5 FEET NORTHEAST OF THE EAST END OF THE EAST
 EW0738'CONCRETE WING WALL OF THE SIPHON, 8 1/2 FEET NORTHEAST OF THE
 EW0738'CENTER OF A STEEL LADDER, AND ABOUT 4 FEET LOWER THAN THE
 EW0738'SOUTHEAST LEVEE ROAD.  SECTION 12, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0216 ***********************************************************************
 DC0216  DESIGNATION -  3236.1 USE
 DC0216  PID         -  DC0216
 DC0216  STATE/COUNTY-  CA/SAN DIEGO
 DC0216  USGS QUAD   -  CAMERON CORNERS (1988)
 DC0216
 DC0216                         *CURRENT SURVEY CONTROL
 DC0216  ___________________________________________________________________
 DC0216* NAD 83(1986)-  32 41 41.     (N)    116 29 23.     (W)     SCALED    
 DC0216* NAVD 88     -       987.11   (+/-2cm)    3238.5    (feet)  VERTCON   
 DC0216  ___________________________________________________________________
 DC0216  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DC0216  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0216
 DC0216.The horizontal coordinates were scaled from a topographic map and have
 DC0216.an estimated accuracy of +/- 6 seconds.
 DC0216
 DC0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0216.The vertical order pertains to the NGVD 29 superseded value.
 DC0216
 DC0216.The geoid height was determined by GEOID03.
 DC0216
 DC0216;                    North         East    Units  Estimated Accuracy
 DC0216;SPC CA 6     -   558,590.    1,977,520.      MT  (+/- 180 meters Scaled)
 DC0216
 DC0216                          SUPERSEDED SURVEY CONTROL
 DC0216
 DC0216  NGVD 29 (??/??/??)  986.364  (m)         3236.10   (f) ADJUSTED    1 2
 DC0216
 DC0216.Superseded values are not recommended for survey control.
 DC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0216.See file dsdata.txt to determine how the superseded data were derived.
 DC0216
 DC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS478175(NAD 83)
 DC0216_MARKER: Z = SEE DESCRIPTION
 DC0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0216_SP_SET: CULVERT
 DC0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0216
 DC0216  HISTORY     - Date     Condition        Report By
 DC0216  HISTORY     - UNK      MONUMENTED       CA-073
 DC0216  HISTORY     - 1941     GOOD             CA-073
 DC0216  HISTORY     - 1970     GOOD             CA-073
 DC0216
 DC0216                          STATION DESCRIPTION
 DC0216
 DC0216'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1941
 DC0216'AT CAMERON CORNERS.
 DC0216'ON BUCKMAN SPRING RD 0.2 MI N JUNCTION WITH OAK DR 18 FT W
 DC0216'CENTERLINE BUCK SPRING TOP CONCRETE CULVERT HEADWALL.  NOTE--
 DC0216'HEADWALL CRACKED, DOUBTFUL CONDITION.
 DC0216
 DC0216                          STATION RECOVERY (1970)
 DC0216
 DC0216'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2804 ***********************************************************************
 FU2804  DESIGNATION -  3238 DWR
 FU2804  PID         -  FU2804
 FU2804  STATE/COUNTY-  CA/KERN
 FU2804  USGS QUAD   -  ANTELOPE PLAIN (1982)
 FU2804
 FU2804                         *CURRENT SURVEY CONTROL
 FU2804  ___________________________________________________________________
 FU2804* NAD 83(1986)-  35 41 14.     (N)    119 45 40.     (W)     SCALED    
 FU2804* NAVD 88     -        95.64   (+/-2cm)     313.8    (feet)  VERTCON   
 FU2804  ___________________________________________________________________
 FU2804  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 FU2804  VERT ORDER  -  THIRD (See Below)
 FU2804
 FU2804.The horizontal coordinates were scaled from a topographic map and have
 FU2804.an estimated accuracy of +/- 6 seconds.
 FU2804
 FU2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2804.The vertical order pertains to the NGVD 29 superseded value.
 FU2804
 FU2804.The geoid height was determined by GEOID03.
 FU2804
 FU2804;                    North         East    Units  Estimated Accuracy
 FU2804;SPC CA 5     -   744,030.    1,840,590.      MT  (+/- 180 meters Scaled)
 FU2804
 FU2804                          SUPERSEDED SURVEY CONTROL
 FU2804
 FU2804  NGVD 29 (??/??/??)   94.86   (m)          311.2    (f) RESET       3  
 FU2804
 FU2804.Superseded values are not recommended for survey control.
 FU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2804.See file dsdata.txt to determine how the superseded data were derived.
 FU2804
 FU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV501527(NAD 83)
 FU2804_MARKER: P = PIPE CAP
 FU2804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2804_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2804_STAMPING: CA 3238
 FU2804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2804
 FU2804  HISTORY     - Date     Condition        Report By
 FU2804  HISTORY     - UNK      MONUMENTED       CADWR
 FU2804  HISTORY     - 1966     GOOD             NGS
 FU2804  HISTORY     - 1966     GOOD             NGS
 FU2804
 FU2804                          STATION DESCRIPTION
 FU2804
 FU2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FU2804'11 MI NW FROM LOST HILLS.
 FU2804'6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION
 FU2804'OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG
 FU2804'WEISER ROAD, THENCE 1.05 MILES SOUTH ALONG A TRACK ROAD, IN
 FU2804'R20E T26S, AT THE NORTHEAST CORNER OF SECTION 2, 0.05 MILE
 FU2804'SOUTH-SOUTHWEST OF AND ACROSS THE AQUEDUCT FROM A RIGHT ANGLE
 FU2804'POWER POLE, 20 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD
 FU2804'ALONG THE SOUTHWEST SIDE OF THE AQUEDUCT, 23.6 FEET NORTHEAST
 FU2804'OF A FENCE, 0.6 FOOT NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 FU2804'WITH THE ROAD, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 FU2804'0.3 FOOT ABOVE THE GROUND.
 FU2804
 FU2804                          STATION RECOVERY (1966)
 FU2804
 FU2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0181 ***********************************************************************
 DY0181  TIDAL BM    -  This is a Tidal Bench Mark.
 DY0181  DESIGNATION -  324
 DY0181  PID         -  DY0181
 DY0181  STATE/COUNTY-  CA/LOS ANGELES
 DY0181  USGS QUAD   -  LONG BEACH (1981)
 DY0181
 DY0181                         *CURRENT SURVEY CONTROL
 DY0181  ___________________________________________________________________
 DY0181* NAD 83(1986)-  33 45 09.     (N)    118 13 40.     (W)     SCALED    
 DY0181* NAVD 88     -         3.276  (meters)      10.75   (feet)  ADJUSTED  
 DY0181  ___________________________________________________________________
 DY0181  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0181  DYNAMIC HT  -           3.272 (meters)      10.73  (feet)  COMP
 DY0181  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 DY0181
 DY0181  VERT ORDER  -  FIRST     CLASS I
 DY0181
 DY0181.The horizontal coordinates were scaled from a topographic map and have
 DY0181.an estimated accuracy of +/- 6 seconds.
 DY0181
 DY0181.The orthometric height was determined by differential leveling
 DY0181.and adjusted in June 1991.
 DY0181.WARNING-Repeat measurements at this control monument indicate possible
 DY0181.vertical movement.
 DY0181
 DY0181.This Tidal Bench Mark is designated as VM 11665
 DY0181.by the Center for Operational Oceanographic Products and Services.
 DY0181
 DY0181.The geoid height was determined by GEOID03.
 DY0181
 DY0181.The dynamic height is computed by dividing the NAVD 88
 DY0181.geopotential number by the normal gravity value computed on the
 DY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0181.degrees latitude (g = 980.6199 gals.).
 DY0181
 DY0181.The modeled gravity was interpolated from observed gravity values.
 DY0181
 DY0181;                    North         East    Units  Estimated Accuracy
 DY0181;SPC CA 5     -   528,030.    1,978,890.      MT  (+/- 180 meters Scaled)
 DY0181
 DY0181                          SUPERSEDED SURVEY CONTROL
 DY0181
 DY0181  NGVD 29 (??/??/92)    2.469  (m)            8.10   (f) ADJ UNCH    1 1
 DY0181
 DY0181.Superseded values are not recommended for survey control.
 DY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0181.See file dsdata.txt to determine how the superseded data were derived.
 DY0181
 DY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862353(NAD 83)
 DY0181_MARKER: R = RIVET
 DY0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0181_SP_SET: DOCK
 DY0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0181+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1989
 DY0181
 DY0181  HISTORY     - Date     Condition        Report By
 DY0181  HISTORY     - UNK      MONUMENTED       DOD
 DY0181  HISTORY     - 1954     GOOD             NGS
 DY0181  HISTORY     - 1978     GOOD             NGS
 DY0181  HISTORY     - 19890411 GOOD             NGS
 DY0181
 DY0181                          STATION DESCRIPTION
 DY0181
 DY0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0181'AT LONG BEACH.
 DY0181'AT LONG BEACH, ON TERMINAL ISLAND, AT LONG BEACH NAVAL SHIPYARD,
 DY0181'AT THE SOUTH END OF PIER 2 (A PROLONGATION OF ELEVENTH STREET),
 DY0181'IN TH TOP OF THE CONCRETE FLOOR OF THE PIER, 24.6 FEET WEST
 DY0181'OF THE WEST RAIL OF THE EAST CRANE TRACK, AND 5.2 FEET NORTHEAST
 DY0181'OF THE NORTHEAST CORNER OF THE CONCRETE TIDE GAGE BUILDING
 DY0181'(BUILDING 137).
 DY0181
 DY0181                          STATION RECOVERY (1978)
 DY0181
 DY0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0181'RECOVERED IN GOOD CONDITION.
 DY0181
 DY0181                          STATION RECOVERY (1989)
 DY0181
 DY0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0735 ***********************************************************************
 EW0735  DESIGNATION -  324.0 A DWR
 EW0735  PID         -  EW0735
 EW0735  STATE/COUNTY-  CA/LOS ANGELES
 EW0735  USGS QUAD   -  LAKE HUGHES (1995)
 EW0735
 EW0735                         *CURRENT SURVEY CONTROL
 EW0735  ___________________________________________________________________
 EW0735* NAD 83(1986)-  34 42 19.     (N)    118 25 15.     (W)     SCALED    
 EW0735* NAVD 88     -       902.51   (+/-2cm)    2961.0    (feet)  VERTCON   
 EW0735  ___________________________________________________________________
 EW0735  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0735
 EW0735.The horizontal coordinates were scaled from a topographic map and have
 EW0735.an estimated accuracy of +/- 6 seconds.
 EW0735
 EW0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0735.The vertical order pertains to the NGVD 29 superseded value.
 EW0735
 EW0735.The geoid height was determined by GEOID03.
 EW0735
 EW0735;                    North         East    Units  Estimated Accuracy
 EW0735;SPC CA 5     -   633,780.    1,961,450.      MT  (+/- 180 meters Scaled)
 EW0735
 EW0735                          SUPERSEDED SURVEY CONTROL
 EW0735
 EW0735  NGVD 29 (??/??/92)  901.627  (m)         2958.09   (f) ADJ UNCH    2 0
 EW0735
 EW0735.Superseded values are not recommended for survey control.
 EW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0735.See file dsdata.txt to determine how the superseded data were derived.
 EW0735
 EW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU698412(NAD 83)
 EW0735_MARKER: DD = SURVEY DISK
 EW0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0735_SP_SET: SIPHON
 EW0735_STAMPING: 324.0 A 1971
 EW0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0735
 EW0735  HISTORY     - Date     Condition        Report By
 EW0735  HISTORY     - 1971     MONUMENTED       CADWR
 EW0735  HISTORY     - 1971     GOOD             NGS
 EW0735
 EW0735                          STATION DESCRIPTION
 EW0735
 EW0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0735'20.8 MI SE FROM PORTER TUNNEL.
 EW0735'20.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0735'SOUTH PORTAL OF THE PORTER TUNNEL, AT MYRICK SIPHON 324.01 OUTLET,
 EW0735'IN THE TOP AND 0.9 FOOT WEST OF THE EAST END OF THE SOUTH
 EW0735'CONCRETE HEAD WALL OF THE CONCRETE PORTAL OF THE SIPHON,
 EW0735'0.8 FOOT EAST OF THE EAST END OF A GUARDRAIL, AND ABOUT 2 1/2
 EW0735'FEET LOWER THAN THE EAST LEVEE ROAD.  SECTION 12, T7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0734 ***********************************************************************
 EW0734  DESIGNATION -  324.0 B DWR
 EW0734  PID         -  EW0734
 EW0734  STATE/COUNTY-  CA/LOS ANGELES
 EW0734  USGS QUAD   -  LAKE HUGHES (1995)
 EW0734
 EW0734                         *CURRENT SURVEY CONTROL
 EW0734  ___________________________________________________________________
 EW0734* NAD 83(1986)-  34 42 17.     (N)    118 25 14.     (W)     SCALED    
 EW0734* NAVD 88     -       901.37   (+/-2cm)    2957.2    (feet)  VERTCON   
 EW0734  ___________________________________________________________________
 EW0734  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0734
 EW0734.The horizontal coordinates were scaled from a topographic map and have
 EW0734.an estimated accuracy of +/- 6 seconds.
 EW0734
 EW0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0734.The vertical order pertains to the NGVD 29 superseded value.
 EW0734
 EW0734.The geoid height was determined by GEOID03.
 EW0734
 EW0734;                    North         East    Units  Estimated Accuracy
 EW0734;SPC CA 5     -   633,710.    1,961,470.      MT  (+/- 180 meters Scaled)
 EW0734
 EW0734                          SUPERSEDED SURVEY CONTROL
 EW0734
 EW0734  NGVD 29 (??/??/92)  900.485  (m)         2954.34   (f) ADJ UNCH    2 0
 EW0734
 EW0734.Superseded values are not recommended for survey control.
 EW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0734.See file dsdata.txt to determine how the superseded data were derived.
 EW0734
 EW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699412(NAD 83)
 EW0734_MARKER: DD = SURVEY DISK
 EW0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0734_SP_SET: SIPHON
 EW0734_STAMPING: MILE 324.0 B
 EW0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0734
 EW0734  HISTORY     - Date     Condition        Report By
 EW0734  HISTORY     - UNK      MONUMENTED       CADWR
 EW0734  HISTORY     - 1971     GOOD             NGS
 EW0734
 EW0734                          STATION DESCRIPTION
 EW0734
 EW0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0734'20.8 MI SE FROM PORTER TUNNEL.
 EW0734'20.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0734'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE EAST CONCRETE
 EW0734'LINING OF THE AQUEDUCT, 32.1 FEET SOUTH OF THE SOUTHEAST END
 EW0734'OF THE SOUTHEAST CONCRETE WING WALL OF MYRICK SIPHON 324.01
 EW0734'OUTLET, 68 1/2 FEET NORTH OF THE CENTER OF A STEEL LADDER,
 EW0734'AND ABOUT 4 FEET LOWER THAN THE EAST LEVEE ROAD.  SECTION 12,
 EW0734'T7N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0758 ***********************************************************************
 EW0758  DESIGNATION -  324.0 C DWR
 EW0758  PID         -  EW0758
 EW0758  STATE/COUNTY-  CA/LOS ANGELES
 EW0758  USGS QUAD   -  LAKE HUGHES (1995)
 EW0758
 EW0758                         *CURRENT SURVEY CONTROL
 EW0758  ___________________________________________________________________
 EW0758* NAD 83(1986)-  34 43 29.     (N)    118 26 35.     (W)     SCALED    
 EW0758* NAVD 88     -       901.81   (+/-2cm)    2958.7    (feet)  VERTCON   
 EW0758  ___________________________________________________________________
 EW0758  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0758
 EW0758.The horizontal coordinates were scaled from a topographic map and have
 EW0758.an estimated accuracy of +/- 6 seconds.
 EW0758
 EW0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0758.The vertical order pertains to the NGVD 29 superseded value.
 EW0758
 EW0758.The geoid height was determined by GEOID03.
 EW0758
 EW0758;                    North         East    Units  Estimated Accuracy
 EW0758;SPC CA 5     -   635,940.    1,959,420.      MT  (+/- 180 meters Scaled)
 EW0758
 EW0758                          SUPERSEDED SURVEY CONTROL
 EW0758
 EW0758  NGVD 29 (??/??/92)  900.923  (m)         2955.78   (f) ADJ UNCH    2 0
 EW0758
 EW0758.Superseded values are not recommended for survey control.
 EW0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0758.See file dsdata.txt to determine how the superseded data were derived.
 EW0758
 EW0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU678434(NAD 83)
 EW0758_MARKER: DD = SURVEY DISK
 EW0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0758_STAMPING: 324.0 C 1968
 EW0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0758+STABILITY: SURFACE MOTION
 EW0758
 EW0758  HISTORY     - Date     Condition        Report By
 EW0758  HISTORY     - 1968     MONUMENTED       CADWR
 EW0758  HISTORY     - 1971     GOOD             NGS
 EW0758
 EW0758                          STATION DESCRIPTION
 EW0758
 EW0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0758'18.6 MI SE FROM PORTER TUNNEL.
 EW0758'18.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0758'SOUTH PORTAL OF THE PORTER TUNNEL, 0.1 MILE WEST OF MILEAGE
 EW0758'322.00 WHICH IS PAINTED ON THE CONCRETE LINING, ON THE TOP OF A
 EW0758'CUT BANK, 120 FEET NORTH OF THE NORTH CONCRETE LINING OF THE
 EW0758'AQUEDUCT, 51 FEET WEST OF A BRACE POST AND ANGLE IN THE FENCE,
 EW0758'0.6 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 6.0 FEET
 EW0758'WEST-NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE NORTH
 EW0758'LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0758'0.4 FOOT ABOVE THE GROUND.  SECTION 2, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0732 ***********************************************************************
 EW0732  DESIGNATION -  324.2 B DWR
 EW0732  PID         -  EW0732
 EW0732  STATE/COUNTY-  CA/LOS ANGELES
 EW0732  USGS QUAD   -  LAKE HUGHES (1995)
 EW0732
 EW0732                         *CURRENT SURVEY CONTROL
 EW0732  ___________________________________________________________________
 EW0732* NAD 83(1986)-  34 42 10.     (N)    118 25 06.     (W)     SCALED    
 EW0732* NAVD 88     -       901.22   (+/-2cm)    2956.8    (feet)  VERTCON   
 EW0732  ___________________________________________________________________
 EW0732  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0732
 EW0732.The horizontal coordinates were scaled from a topographic map and have
 EW0732.an estimated accuracy of +/- 6 seconds.
 EW0732
 EW0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0732.The vertical order pertains to the NGVD 29 superseded value.
 EW0732
 EW0732.The geoid height was determined by GEOID03.
 EW0732
 EW0732;                    North         East    Units  Estimated Accuracy
 EW0732;SPC CA 5     -   633,500.    1,961,680.      MT  (+/- 180 meters Scaled)
 EW0732
 EW0732                          SUPERSEDED SURVEY CONTROL
 EW0732
 EW0732  NGVD 29 (??/??/92)  900.331  (m)         2953.84   (f) ADJ UNCH    2 0
 EW0732
 EW0732.Superseded values are not recommended for survey control.
 EW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0732.See file dsdata.txt to determine how the superseded data were derived.
 EW0732
 EW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU701409(NAD 83)
 EW0732_MARKER: DD = SURVEY DISK
 EW0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0732_SP_SET: CONCRETE LINING
 EW0732_STAMPING: MILE 324.2 B
 EW0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0732
 EW0732  HISTORY     - Date     Condition        Report By
 EW0732  HISTORY     - UNK      MONUMENTED       CADWR
 EW0732  HISTORY     - 1971     GOOD             NGS
 EW0732
 EW0732                          STATION DESCRIPTION
 EW0732
 EW0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0732'21 MI SE FROM PORTER TUNNEL.
 EW0732'21.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0732'SOUTH PORTAL OF THE PORTER TUNNEL, AT A LARGE DRAIN UNDER THE
 EW0732'AQUEDUCT, IN THE TOP OF THE EAST CONCRETE LINING OF THE AQUEDUCT,
 EW0732'45 FEET SOUTH OF THE CENTER OF A STEEL LADDER ON THE WEST LINING
 EW0732'OF THE AQUEDUCT, AND ABOUT 5 FEET LOWER THAN THE EAST LEVEE
 EW0732'ROAD.  SECTION 12, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3587 ***********************************************************************
 HT3587  DESIGNATION -  324.23=72
 HT3587  PID         -  HT3587
 HT3587  STATE/COUNTY-  CA/SANTA CRUZ
 HT3587  USGS QUAD   -  FELTON (1991)
 HT3587
 HT3587                         *CURRENT SURVEY CONTROL
 HT3587  ___________________________________________________________________
 HT3587* NAD 83(1986)-  37 04 27.     (N)    122 04 57.     (W)     SCALED    
 HT3587* NAVD 88     -        99.772  (meters)     327.34   (feet)  ADJUSTED  
 HT3587  ___________________________________________________________________
 HT3587  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HT3587  DYNAMIC HT  -          99.699 (meters)     327.10  (feet)  COMP
 HT3587  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 HT3587
 HT3587  VERT ORDER  -  FIRST     CLASS II
 HT3587
 HT3587.The horizontal coordinates were scaled from a topographic map and have
 HT3587.an estimated accuracy of +/- 6 seconds.
 HT3587
 HT3587.The orthometric height was determined by differential leveling
 HT3587.and adjusted in February 1993.
 HT3587
 HT3587.The geoid height was determined by GEOID03.
 HT3587
 HT3587.The dynamic height is computed by dividing the NAVD 88
 HT3587.geopotential number by the normal gravity value computed on the
 HT3587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3587.degrees latitude (g = 980.6199 gals.).
 HT3587
 HT3587.The modeled gravity was interpolated from observed gravity values.
 HT3587
 HT3587;                    North         East    Units  Estimated Accuracy
 HT3587;SPC CA 3     -   564,910.    1,859,280.      MT  (+/- 180 meters Scaled)
 HT3587
 HT3587                          SUPERSEDED SURVEY CONTROL
 HT3587
 HT3587  NGVD 29 (10/21/93)   98.937  (m)          324.60   (f) ADJUSTED    1 2
 HT3587
 HT3587.Superseded values are not recommended for survey control.
 HT3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3587.See file dsdata.txt to determine how the superseded data were derived.
 HT3587
 HT3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG815034(NAD 83)
 HT3587_MARKER: DD = SURVEY DISK
 HT3587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3587_SP_SET: CONCRETE POST
 HT3587_STAMPING: BM 324.23 GA 1
 HT3587_MARK LOGO: CA-087
 HT3587_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3587+STABILITY: SURFACE MOTION
 HT3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3587+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3587
 HT3587  HISTORY     - Date     Condition        Report By
 HT3587  HISTORY     - UNK      MONUMENTED       CA-087
 HT3587  HISTORY     - 19900425 GOOD             NGS
 HT3587
 HT3587                          STATION DESCRIPTION
 HT3587
 HT3587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3587'IN GLEN ARBOR AT THE INTERSECTION OF GLEN ARBOR ROAD AND HERMOSA
 HT3587'AVENUE, 9.8 M (32.2 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE,
 HT3587'4.6 M (15.1 FT) EAST OF THE CENTERLINE OF THE AVENUE, AND 3.7 M
 HT3587'(12.1 FT) SOUTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0045 ***********************************************************************
 HT0045  DESIGNATION -  324.26 EBMUD
 HT0045  PID         -  HT0045
 HT0045  STATE/COUNTY-  CA/ALAMEDA
 HT0045  USGS QUAD   -  OAKLAND EAST (1997)
 HT0045
 HT0045                         *CURRENT SURVEY CONTROL
 HT0045  ___________________________________________________________________
 HT0045* NAD 83(1986)-  37 51 10.     (N)    122 14 20.     (W)     SCALED    
 HT0045* NAVD 88     -        99.87   (+/-2cm)     327.7    (feet)  VERTCON   
 HT0045  ___________________________________________________________________
 HT0045  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0045  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0045
 HT0045.The horizontal coordinates were scaled from a topographic map and have
 HT0045.an estimated accuracy of +/- 6 seconds.
 HT0045
 HT0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0045.The vertical order pertains to the NGVD 29 superseded value.
 HT0045
 HT0045.The geoid height was determined by GEOID03.
 HT0045
 HT0045;                    North         East    Units  Estimated Accuracy
 HT0045;SPC CA 3     -   651,560.    1,846,980.      MT  (+/- 180 meters Scaled)
 HT0045
 HT0045                          SUPERSEDED SURVEY CONTROL
 HT0045
 HT0045  NGVD 29 (??/??/??)   99.023  (m)          324.88   (f) ADJUSTED    1 1
 HT0045
 HT0045.Superseded values are not recommended for survey control.
 HT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0045.See file dsdata.txt to determine how the superseded data were derived.
 HT0045
 HT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG669897(NAD 83)
 HT0045_MARKER: DD = SURVEY DISK
 HT0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0045_SP_SET: STEP
 HT0045_STAMPING: 324.26 182+51.13
 HT0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0045
 HT0045  HISTORY     - Date     Condition        Report By
 HT0045  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0045  HISTORY     - 1958     GOOD             NGS
 HT0045  HISTORY     - 1967     GOOD             NGS
 HT0045
 HT0045                          STATION DESCRIPTION
 HT0045
 HT0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0045'AT OAKLAND.
 HT0045'AT OAKLAND, ALAMEDA COUNTY, 0.1 MILE NORTH OF THE INTERSECTION OF
 HT0045'CHABOT ROAD AND GOLDEN GATE AVENUE, AT THE SOUTH ENTRANCE TO
 HT0045'CLAREMONT LABORATORY, IN THE TOP OF THE THIRD CONCRETE STEP, AND
 HT0045'5 FEET WEST OF THE EAST END.  AN EAST BAY MUNICIPAL UTILITY
 HT0045'DISTRICT STANDARD DISK, STAMPED 324.26 182+51.13.
 HT0045
 HT0045                          STATION RECOVERY (1967)
 HT0045
 HT0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1160 ***********************************************************************
 EW1160  DESIGNATION -  324.305
 EW1160  PID         -  EW1160
 EW1160  STATE/COUNTY-  CA/LOS ANGELES
 EW1160  USGS QUAD   -  LOS ANGELES (1994)
 EW1160
 EW1160                         *CURRENT SURVEY CONTROL
 EW1160  ___________________________________________________________________
 EW1160* NAD 83(1986)-  34 04 48.     (N)    118 13 33.     (W)     SCALED    
 EW1160* NAVD 88     -        99.611  (meters)     326.81   (feet)  READJUSTED
 EW1160  ___________________________________________________________________
 EW1160  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW1160  DYNAMIC HT  -          99.510 (meters)     326.48  (feet)  COMP
 EW1160  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 EW1160
 EW1160  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW1160
 EW1160.The horizontal coordinates were scaled from a topographic map and have
 EW1160.an estimated accuracy of +/- 6 seconds.
 EW1160
 EW1160.The orthometric height was determined by differential leveling
 EW1160.and adjusted in February 1993.
 EW1160.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW1160.mark was located on a no-check spur therefore a value was not computed.
 EW1160.The height was derived from older observations constrained to new
 EW1160.heights in a crustal motion area.  The height is approximate in
 EW1160.relation to other heights in its vicinity.
 EW1160.No vertical observational check was made to the station.
 EW1160
 EW1160.The geoid height was determined by GEOID03.
 EW1160
 EW1160.The dynamic height is computed by dividing the NAVD 88
 EW1160.geopotential number by the normal gravity value computed on the
 EW1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1160.degrees latitude (g = 980.6199 gals.).
 EW1160
 EW1160.The modeled gravity was interpolated from observed gravity values.
 EW1160
 EW1160;                    North         East    Units  Estimated Accuracy
 EW1160;SPC CA 5     -   564,360.    1,979,160.      MT  (+/- 180 meters Scaled)
 EW1160
 EW1160                          SUPERSEDED SURVEY CONTROL
 EW1160
 EW1160  NGVD 29 (??/??/92)   98.823  (m)          324.22   (f) ADJ UNCH    1 1
 EW1160
 EW1160.Superseded values are not recommended for survey control.
 EW1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1160.See file dsdata.txt to determine how the superseded data were derived.
 EW1160
 EW1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869717(NAD 83)
 EW1160_MARKER: B = BOLT
 EW1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1160_SP_SET: BRIDGE ABUTMENT
 EW1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1160
 EW1160  HISTORY     - Date     Condition        Report By
 EW1160  HISTORY     - UNK      MONUMENTED       CA-037
 EW1160  HISTORY     - 1955     GOOD             NGS
 EW1160  HISTORY     - 1964     GOOD             NGS
 EW1160  HISTORY     - 1976     GOOD             NGS
 EW1160  HISTORY     - 1978     GOOD             NGS
 EW1160  HISTORY     - 19890524 MARK NOT FOUND   NGS
 EW1160
 EW1160                          STATION DESCRIPTION
 EW1160
 EW1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1160'IN LOS ANGELES.
 EW1160'IN LOS ANGELES, 0.7 MILE NORTH OF THE BROADWAY BRIDGE OVER
 EW1160'THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.1 MILE SOUTHEAST
 EW1160'OF B.M. 9-26 (LACFCD), AT A STEEL RAILROAD BRIDGE OVER A
 EW1160'TRIBUTARY TO LOS ANGELES RIVER, IN THE TOP OF THE NORTHEAST
 EW1160'END OF THE NORTHWEST CONCRETE ABUTMENT AND IN LINE WITH THE
 EW1160'CENTER OF THE NORTHEAST STEEL GUARDRAIL, 21 FEET EAST OF THE
 EW1160'FIGUEROA STREET OVERPASS FROM A POINT BELOW THE SOUTHEAST
 EW1160'EDGE, 6.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.5 FEET
 EW1160'SOUTHWEST OF THE SOUTHWEST FACE OF A CONCRETE GUARDRAIL, AND
 EW1160'ABOUT LEVEL WITH THE BASE OF THE TRACK.
 EW1160
 EW1160                          STATION RECOVERY (1964)
 EW1160
 EW1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1160'RECOVERED IN GOOD CONDITION.
 EW1160
 EW1160                          STATION RECOVERY (1976)
 EW1160
 EW1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1160'0.7 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1160'OVERPASS, 0.1 MILE SOUTHEAST OF BM 9-26 (LACFCO), IN TOP OF THE
 EW1160'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE STEEL RAILROAD
 EW1160'BRIDGE OVER A TRIBUTARY TO LOS ANGELES RIVER, A 1/2 INCH COPPER BOLT
 EW1160'IN LINE WITH THE CENTER OF THE NORTHEAST STEEL GUARDRAIL, 21 FT EAST
 EW1160'OF THE PASADENA FREEWAY/OVERPASS FROM A POINT BELOW THE SOUTHEAST EDGE
 EW1160'6.5 FT NORTHEAST OF THE NORTHEAST RAIL, 3.6 FT SOUTHWEST OF THE
 EW1160'SOUTHWEST FACE OF A CONCRETE GUARDRAIL.
 EW1160
 EW1160                          STATION RECOVERY (1978)
 EW1160
 EW1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1160'RECOVERED IN GOOD CONDITION.
 EW1160
 EW1160                          STATION RECOVERY (1989)
 EW1160
 EW1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1160'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1748 ***********************************************************************
 EW1748  DESIGNATION -  324.450 C OF LA
 EW1748  PID         -  EW1748
 EW1748  STATE/COUNTY-  CA/LOS ANGELES
 EW1748  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1748
 EW1748                         *CURRENT SURVEY CONTROL
 EW1748  ___________________________________________________________________
 EW1748* NAD 83(1986)-  34 03 52.     (N)    118 25 55.     (W)     SCALED    
 EW1748* NAVD 88     -        99.69   (+/-2cm)     327.1    (feet)  VERTCON   
 EW1748  ___________________________________________________________________
 EW1748  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EW1748  VERT ORDER  -  THIRD (See Below)
 EW1748
 EW1748.The horizontal coordinates were scaled from a topographic map and have
 EW1748.an estimated accuracy of +/- 6 seconds.
 EW1748
 EW1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1748.The vertical order pertains to the NGVD 29 superseded value.
 EW1748
 EW1748.The geoid height was determined by GEOID03.
 EW1748
 EW1748;                    North         East    Units  Estimated Accuracy
 EW1748;SPC CA 5     -   562,700.    1,960,130.      MT  (+/- 180 meters Scaled)
 EW1748
 EW1748                          SUPERSEDED SURVEY CONTROL
 EW1748
 EW1748  NGVD 29 (??/??/??)   98.92   (m)          324.5    (f) RESET       3  
 EW1748
 EW1748.Superseded values are not recommended for survey control.
 EW1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1748.See file dsdata.txt to determine how the superseded data were derived.
 EW1748
 EW1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT678702(NAD 83)
 EW1748_MARKER: DD = SURVEY DISK
 EW1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1748_SP_SET: CURB
 EW1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1748
 EW1748  HISTORY     - Date     Condition        Report By
 EW1748  HISTORY     - UNK      MONUMENTED       CA1980
 EW1748  HISTORY     - 1945     GOOD             NGS
 EW1748
 EW1748                          STATION DESCRIPTION
 EW1748
 EW1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1748'AT LOS ANGELES.
 EW1748'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1748'WARNER AVENUE.  LOCATED IN THE NORTHWEST CURB OF WARNER AVENUE,
 EW1748'28.2 FEET NORTH OF THE NORTH CURBLINE OF WILSHIRE BOULEVARD, AND
 EW1748'IN THE SOUTH EAST END OF A CATCH BASIN.  A CUT SPIKE SET IN
 EW1748'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0730 ***********************************************************************
 EW0730  DESIGNATION -  324.5 A DWR
 EW0730  PID         -  EW0730
 EW0730  STATE/COUNTY-  CA/LOS ANGELES
 EW0730  USGS QUAD   -  LAKE HUGHES (1995)
 EW0730
 EW0730                         *CURRENT SURVEY CONTROL
 EW0730  ___________________________________________________________________
 EW0730* NAD 83(1986)-  34 42 05.     (N)    118 24 59.     (W)     SCALED    
 EW0730* NAVD 88     -       905.11   (+/-2cm)    2969.5    (feet)  VERTCON   
 EW0730  ___________________________________________________________________
 EW0730  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0730
 EW0730.The horizontal coordinates were scaled from a topographic map and have
 EW0730.an estimated accuracy of +/- 6 seconds.
 EW0730
 EW0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0730.The vertical order pertains to the NGVD 29 superseded value.
 EW0730
 EW0730.The geoid height was determined by GEOID03.
 EW0730
 EW0730;                    North         East    Units  Estimated Accuracy
 EW0730;SPC CA 5     -   633,340.    1,961,850.      MT  (+/- 180 meters Scaled)
 EW0730
 EW0730                          SUPERSEDED SURVEY CONTROL
 EW0730
 EW0730  NGVD 29 (??/??/92)  904.226  (m)         2966.61   (f) ADJ UNCH    2 0
 EW0730
 EW0730.Superseded values are not recommended for survey control.
 EW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0730.See file dsdata.txt to determine how the superseded data were derived.
 EW0730
 EW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU702408(NAD 83)
 EW0730_MARKER: DD = SURVEY DISK
 EW0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0730_SP_SET: CURB
 EW0730_STAMPING: 324.5 A 1971
 EW0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0730
 EW0730  HISTORY     - Date     Condition        Report By
 EW0730  HISTORY     - 1971     MONUMENTED       CADWR
 EW0730  HISTORY     - 1971     GOOD             NGS
 EW0730
 EW0730                          STATION DESCRIPTION
 EW0730
 EW0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0730'21.2 MI SE FROM PORTER TUNNEL.
 EW0730'21.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0730'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND 0.9 FOOT
 EW0730'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE CURB
 EW0730'OF BRIDGE 324.46 OVER THE AQUEDUCT, 12. FEET NORTHWEST OF THE
 EW0730'CENTER OF THE BRIDGE, AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE
 EW0730'DECK.  SECTION 13, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0731 ***********************************************************************
 EW0731  DESIGNATION -  324.5 B DWR
 EW0731  PID         -  EW0731
 EW0731  STATE/COUNTY-  CA/LOS ANGELES
 EW0731  USGS QUAD   -  LAKE HUGHES (1995)
 EW0731
 EW0731                         *CURRENT SURVEY CONTROL
 EW0731  ___________________________________________________________________
 EW0731* NAD 83(1986)-  34 42 06.     (N)    118 25 00.     (W)     SCALED    
 EW0731* NAVD 88     -       901.31   (+/-2cm)    2957.0    (feet)  VERTCON   
 EW0731  ___________________________________________________________________
 EW0731  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0731
 EW0731.The horizontal coordinates were scaled from a topographic map and have
 EW0731.an estimated accuracy of +/- 6 seconds.
 EW0731
 EW0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0731.The vertical order pertains to the NGVD 29 superseded value.
 EW0731
 EW0731.The geoid height was determined by GEOID03.
 EW0731
 EW0731;                    North         East    Units  Estimated Accuracy
 EW0731;SPC CA 5     -   633,370.    1,961,830.      MT  (+/- 180 meters Scaled)
 EW0731
 EW0731                          SUPERSEDED SURVEY CONTROL
 EW0731
 EW0731  NGVD 29 (??/??/92)  900.425  (m)         2954.14   (f) ADJ UNCH    2 0
 EW0731
 EW0731.Superseded values are not recommended for survey control.
 EW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0731.See file dsdata.txt to determine how the superseded data were derived.
 EW0731
 EW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU702408(NAD 83)
 EW0731_MARKER: DD = SURVEY DISK
 EW0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0731_SP_SET: CONCRETE LINING
 EW0731_STAMPING: MILE 324.5 B
 EW0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0731
 EW0731  HISTORY     - Date     Condition        Report By
 EW0731  HISTORY     - UNK      MONUMENTED       CADWR
 EW0731  HISTORY     - 1971     GOOD             NGS
 EW0731
 EW0731                          STATION DESCRIPTION
 EW0731
 EW0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0731'21.2 MI SE FROM PORTER TUNNEL.
 EW0731'21.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0731'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0731'CONCRETE LINING OF THE AQUEDUCT, 99 FEET NORTHWEST OF THE NORTHWEST
 EW0731'EDGE OF CONCRETE BRIDGE 324.46 OVER THE AQUEDUCT, AND ABOUT
 EW0731'11 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 13, T 7N,
 EW0731'R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0728 ***********************************************************************
 EW0728  DESIGNATION -  324.6 B DWR
 EW0728  PID         -  EW0728
 EW0728  STATE/COUNTY-  CA/LOS ANGELES
 EW0728  USGS QUAD   -  LAKE HUGHES (1995)
 EW0728
 EW0728                         *CURRENT SURVEY CONTROL
 EW0728  ___________________________________________________________________
 EW0728* NAD 83(1986)-  34 42 03.     (N)    118 24 59.     (W)     SCALED    
 EW0728* NAVD 88     -       901.30   (+/-2cm)    2957.0    (feet)  VERTCON   
 EW0728  ___________________________________________________________________
 EW0728  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0728
 EW0728.The horizontal coordinates were scaled from a topographic map and have
 EW0728.an estimated accuracy of +/- 6 seconds.
 EW0728
 EW0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0728.The vertical order pertains to the NGVD 29 superseded value.
 EW0728
 EW0728.The geoid height was determined by GEOID03.
 EW0728
 EW0728;                    North         East    Units  Estimated Accuracy
 EW0728;SPC CA 5     -   633,280.    1,961,850.      MT  (+/- 180 meters Scaled)
 EW0728
 EW0728                          SUPERSEDED SURVEY CONTROL
 EW0728
 EW0728  NGVD 29 (??/??/92)  900.410  (m)         2954.10   (f) ADJ UNCH    2 0
 EW0728
 EW0728.Superseded values are not recommended for survey control.
 EW0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0728.See file dsdata.txt to determine how the superseded data were derived.
 EW0728
 EW0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU702407(NAD 83)
 EW0728_MARKER: DD = SURVEY DISK
 EW0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0728_SP_SET: CONCRETE LINING
 EW0728_STAMPING: MILE 324.6 B
 EW0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0728
 EW0728  HISTORY     - Date     Condition        Report By
 EW0728  HISTORY     - UNK      MONUMENTED       CADWR
 EW0728  HISTORY     - 1971     GOOD             NGS
 EW0728
 EW0728                          STATION DESCRIPTION
 EW0728
 EW0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0728'21.3 MI SE FROM PORTER TUNNEL.
 EW0728'21.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0728'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0728'UNDER THE AQUEDUCXT, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0728'LINING OF THE AQUEDUCT, 1 FEET SOUTHEAST OF THE CENTER OF A
 EW0728'STEEL LADDER WHICH IS ON THE SOUTHWEST LINING, AND ABOUT 4 FEET
 EW0728'LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 13, T7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0727 ***********************************************************************
 EW0727  DESIGNATION -  324.7 B DWR
 EW0727  PID         -  EW0727
 EW0727  STATE/COUNTY-  CA/LOS ANGELES
 EW0727  USGS QUAD   -  LAKE HUGHES (1995)
 EW0727
 EW0727                         *CURRENT SURVEY CONTROL
 EW0727  ___________________________________________________________________
 EW0727* NAD 83(1986)-  34 41 59.     (N)    118 24 53.     (W)     SCALED    
 EW0727* NAVD 88     -       901.25   (+/-2cm)    2956.9    (feet)  VERTCON   
 EW0727  ___________________________________________________________________
 EW0727  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0727
 EW0727.The horizontal coordinates were scaled from a topographic map and have
 EW0727.an estimated accuracy of +/- 6 seconds.
 EW0727
 EW0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0727.The vertical order pertains to the NGVD 29 superseded value.
 EW0727
 EW0727.The geoid height was determined by GEOID03.
 EW0727
 EW0727;                    North         East    Units  Estimated Accuracy
 EW0727;SPC CA 5     -   633,160.    1,962,010.      MT  (+/- 180 meters Scaled)
 EW0727
 EW0727                          SUPERSEDED SURVEY CONTROL
 EW0727
 EW0727  NGVD 29 (??/??/92)  900.361  (m)         2953.93   (f) ADJ UNCH    2 0
 EW0727
 EW0727.Superseded values are not recommended for survey control.
 EW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0727.See file dsdata.txt to determine how the superseded data were derived.
 EW0727
 EW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU704406(NAD 83)
 EW0727_MARKER: DD = SURVEY DISK
 EW0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0727_SP_SET: CONCRETE LINING
 EW0727_STAMPING: MILE 324.7 B
 EW0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0727
 EW0727  HISTORY     - Date     Condition        Report By
 EW0727  HISTORY     - UNK      MONUMENTED       CADWR
 EW0727  HISTORY     - 1971     GOOD             NGS
 EW0727
 EW0727                          STATION DESCRIPTION
 EW0727
 EW0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0727'21.4 MI SE FROM PORTER TUNNEL.
 EW0727'21.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0727'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0727'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE
 EW0727'LINING OF THE AQUEDUCT, 258 FEET EAST OF THE CENTER OF A STEEL
 EW0727'LADDER, AND ABOUT 5 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION
 EW0727'13, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0750 ***********************************************************************
 EW0750  DESIGNATION -  324.7 C DWR
 EW0750  PID         -  EW0750
 EW0750  STATE/COUNTY-  CA/LOS ANGELES
 EW0750  USGS QUAD   -  LAKE HUGHES (1995)
 EW0750
 EW0750                         *CURRENT SURVEY CONTROL
 EW0750  ___________________________________________________________________
 EW0750* NAD 83(1986)-  34 43 15.     (N)    118 25 46.     (W)     SCALED    
 EW0750* NAVD 88     -       899.76   (+/-2cm)    2952.0    (feet)  VERTCON   
 EW0750  ___________________________________________________________________
 EW0750  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0750  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0750
 EW0750.The horizontal coordinates were scaled from a topographic map and have
 EW0750.an estimated accuracy of +/- 6 seconds.
 EW0750
 EW0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0750.The vertical order pertains to the NGVD 29 superseded value.
 EW0750
 EW0750.The geoid height was determined by GEOID03.
 EW0750
 EW0750;                    North         East    Units  Estimated Accuracy
 EW0750;SPC CA 5     -   635,510.    1,960,670.      MT  (+/- 180 meters Scaled)
 EW0750
 EW0750                          SUPERSEDED SURVEY CONTROL
 EW0750
 EW0750  NGVD 29 (??/??/92)  898.883  (m)         2949.09   (f) ADJ UNCH    2 0
 EW0750
 EW0750.Superseded values are not recommended for survey control.
 EW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0750.See file dsdata.txt to determine how the superseded data were derived.
 EW0750
 EW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU691430(NAD 83)
 EW0750_MARKER: DD = SURVEY DISK
 EW0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0750_STAMPING: 324.7 C 1968
 EW0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0750+STABILITY: SURFACE MOTION
 EW0750
 EW0750  HISTORY     - Date     Condition        Report By
 EW0750  HISTORY     - 1968     MONUMENTED       CADWR
 EW0750  HISTORY     - 1971     GOOD             NGS
 EW0750
 EW0750                          STATION DESCRIPTION
 EW0750
 EW0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0750'19.5 MI SE FROM PORTER TUNNEL.
 EW0750'19.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0750'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE SOUTHEAST OF THE
 EW0750'CROSSING OF 170TH STREET WEST BRIDGE 322.73, 196 1/2 FEET
 EW0750'NORTHEAST OF THE NORTHEAST LINING OF THE AQUEDUCT, 43.3 FEET
 EW0750'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 157 1/2 FEET
 EW0750'EAST-NORTHEAST OF THE NORTHEAST END OF A GATE ACROSS THE LEVEE
 EW0750'ROAD, 77 FEET EAST OF A FENCE CORNER, 156 FEET EAST OF POWER
 EW0750'POLE 1721142E, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 7
 EW0750'FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A
 EW0750'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION
 EW0750'1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1808 ***********************************************************************
 EW1808  DESIGNATION -  324.894 C OF LA
 EW1808  PID         -  EW1808
 EW1808  STATE/COUNTY-  CA/LOS ANGELES
 EW1808  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1808
 EW1808                         *CURRENT SURVEY CONTROL
 EW1808  ___________________________________________________________________
 EW1808* NAD 83(1986)-  34 02 43.     (N)    118 29 49.     (W)     SCALED    
 EW1808* NAVD 88     -        99.82   (+/-2cm)     327.5    (feet)  VERTCON   
 EW1808  ___________________________________________________________________
 EW1808  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EW1808  VERT ORDER  -  THIRD (See Below)
 EW1808
 EW1808.The horizontal coordinates were scaled from a topographic map and have
 EW1808.an estimated accuracy of +/- 6 seconds.
 EW1808
 EW1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1808.The vertical order pertains to the NGVD 29 superseded value.
 EW1808
 EW1808.The geoid height was determined by GEOID03.
 EW1808
 EW1808;                    North         East    Units  Estimated Accuracy
 EW1808;SPC CA 5     -   560,600.    1,954,120.      MT  (+/- 180 meters Scaled)
 EW1808
 EW1808                          SUPERSEDED SURVEY CONTROL
 EW1808
 EW1808  NGVD 29 (??/??/??)   99.06   (m)          325.0    (f) RESET       3  
 EW1808
 EW1808.Superseded values are not recommended for survey control.
 EW1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1808.See file dsdata.txt to determine how the superseded data were derived.
 EW1808
 EW1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT618681(NAD 83)
 EW1808_MARKER: S = SPIKE
 EW1808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1808_SP_SET: CURB
 EW1808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1808
 EW1808  HISTORY     - Date     Condition        Report By
 EW1808  HISTORY     - UNK      MONUMENTED       CA1980
 EW1808  HISTORY     - 1945     GOOD             NGS
 EW1808
 EW1808                          STATION DESCRIPTION
 EW1808
 EW1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1808'AT SANTA MONICA.
 EW1808'AT SANTA MONICA, IN THE SOUTH CORNER OF THE INTERSECTION OF
 EW1808'SAN VICENTE BOULEVARD AND 21ST STREET, A CUT SPIKE IN THE CENTER
 EW1808'OF THE CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0070 ***********************************************************************
 JS0070  DESIGNATION -  3241.82 USBPR
 JS0070  PID         -  JS0070
 JS0070  STATE/COUNTY-  CA/EL DORADO
 JS0070  USGS QUAD   -  RIVERTON (1973)
 JS0070
 JS0070                         *CURRENT SURVEY CONTROL
 JS0070  ___________________________________________________________________
 JS0070* NAD 83(1986)-  38 46 26.     (N)    120 28 13.     (W)     SCALED    
 JS0070* NAVD 88     -       988.92   (+/-2cm)    3244.5    (feet)  VERTCON   
 JS0070  ___________________________________________________________________
 JS0070  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 JS0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0070
 JS0070.The horizontal coordinates were scaled from a topographic map and have
 JS0070.an estimated accuracy of +/- 6 seconds.
 JS0070
 JS0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0070.The vertical order pertains to the NGVD 29 superseded value.
 JS0070
 JS0070.The geoid height was determined by GEOID03.
 JS0070
 JS0070;                    North         East    Units  Estimated Accuracy
 JS0070;SPC CA 2     -   624,030.    2,132,920.      MT  (+/- 180 meters Scaled)
 JS0070
 JS0070                          SUPERSEDED SURVEY CONTROL
 JS0070
 JS0070  NGVD 29 (??/??/92)  987.988  (m)         3241.42   (f) ADJ UNCH    2 0
 JS0070
 JS0070.Superseded values are not recommended for survey control.
 JS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0070.See file dsdata.txt to determine how the superseded data were derived.
 JS0070
 JS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH197947(NAD 83)
 JS0070_MARKER: P = PIPE CAP
 JS0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0070_STAMPING: 3241.82
 JS0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0070
 JS0070  HISTORY     - Date     Condition        Report By
 JS0070  HISTORY     - UNK      MONUMENTED       BPR
 JS0070  HISTORY     - 1934     GOOD             NGS
 JS0070  HISTORY     - 1950     MARK NOT FOUND   NGS
 JS0070
 JS0070                          STATION DESCRIPTION
 JS0070
 JS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0070'1.4 MI W FROM RIVERTON.
 JS0070'1.4 MILES WEST ALONG U.S. HIGHWAY 50 FROM RIVERTON, EL DORADO
 JS0070'COUNTY, 60 FEET WEST OF BENCH MARK 3249.79 (BPR  ) DESCRIBED
 JS0070'ABOVE, AT THE BOTTOM OF THE DRAW, AND IN AN OLD ROADBED.  A
 JS0070'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 JS0070'3241.82 AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE.
 JS0070
 JS0070                          STATION RECOVERY (1950)
 JS0070
 JS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JS0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5049 ***********************************************************************
 EW5049  DESIGNATION -  3246 BPR
 EW5049  PID         -  EW5049
 EW5049  STATE/COUNTY-  CA/VENTURA
 EW5049  USGS QUAD   -  LION CANYON (1991)
 EW5049
 EW5049                         *CURRENT SURVEY CONTROL
 EW5049  ___________________________________________________________________
 EW5049* NAD 83(1986)-  34 31 53.     (N)    119 15 01.     (W)     SCALED    
 EW5049* NAVD 88     -       988.695  (meters)    3243.74   (feet)  READJUSTED
 EW5049  ___________________________________________________________________
 EW5049  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EW5049  DYNAMIC HT  -         987.550 (meters)    3239.99  (feet)  COMP
 EW5049  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 EW5049
 EW5049  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5049
 EW5049.The horizontal coordinates were scaled from a topographic map and have
 EW5049.an estimated accuracy of +/- 6 seconds.
 EW5049
 EW5049.The orthometric height was determined by differential leveling
 EW5049.and adjusted in February 1993.
 EW5049.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5049.distribution rate of 0.0 thru 1.0 mm/km.
 EW5049.The height was derived from older observations constrained to new
 EW5049.heights in a crustal motion area.  The height is approximate in
 EW5049.relation to other heights in its vicinity.
 EW5049
 EW5049.The geoid height was determined by GEOID03.
 EW5049
 EW5049.The dynamic height is computed by dividing the NAVD 88
 EW5049.geopotential number by the normal gravity value computed on the
 EW5049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5049.degrees latitude (g = 980.6199 gals.).
 EW5049
 EW5049.The modeled gravity was interpolated from observed gravity values.
 EW5049
 EW5049;                    North         East    Units  Estimated Accuracy
 EW5049;SPC CA 5     -   615,120.    1,885,230.      MT  (+/- 180 meters Scaled)
 EW5049
 EW5049                          SUPERSEDED SURVEY CONTROL
 EW5049
 EW5049  NGVD 29 (??/??/92)  987.872  (m)         3241.04   (f) ADJ UNCH    1 1
 EW5049
 EW5049.Superseded values are not recommended for survey control.
 EW5049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5049.See file dsdata.txt to determine how the superseded data were derived.
 EW5049
 EW5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU934233(NAD 83)
 EW5049_MARKER: P = PIPE CAP
 EW5049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5049_STAMPING: 713 61.99 RPPC 3246.40
 EW5049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5049
 EW5049  HISTORY     - Date     Condition        Report By
 EW5049  HISTORY     - UNK      MONUMENTED       BPR
 EW5049  HISTORY     - 1934     GOOD             NGS
 EW5049  HISTORY     - 1960     MARK NOT FOUND   NGS
 EW5049  HISTORY     - 1977     GOOD             NGS
 EW5049  HISTORY     - 20030930 GOOD             USGS-R
 EW5049
 EW5049                          STATION DESCRIPTION
 EW5049
 EW5049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EW5049'14.3 MI N FROM OJAI.
 EW5049'14.3 MILES NORTH ALONG U.S. HIGHWAY 399 FROM OJAI, VENTURA
 EW5049'COUNTY, 4.2 MILES SOUTHEAST OF COLD SPRING CAMP, ABOUT 800 FEET
 EW5049'EAST OF THE EAST END OF A U-TURN TO THE EAST, ABOUT 100 YARDS
 EW5049'SOUTHWEST OF THE INTERSECTION WITH AN OLD ROAD, ON THE EAST
 EW5049'SLOPE OF THE POINT OF A SMALL RISE MEETING THE HIGHWAY AT A
 EW5049'GRADE, 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 EW5049'10 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF
 EW5049'PUBLIC ROADS STANDARD CAP, STAMPED 713 61.99 RPPC 3246.40 AND
 EW5049'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 EW5049
 EW5049                          STATION RECOVERY (1960)
 EW5049
 EW5049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW5049'MARK NOT FOUND.
 EW5049
 EW5049                          STATION RECOVERY (1977)
 EW5049
 EW5049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5049'RECOVERED IN GOOD CONDITION.
 EW5049
 EW5049                          STATION RECOVERY (2003)
 EW5049
 EW5049'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2003 (JMM)
 EW5049'0.95 MILES SOUTHWEST ALONG STATE HWY 150 FROM THE P.O AT OJAI, 13.6
 EW5049'MILES NORTH ALONG STAET HWY 33, 0.1 MI EAST OF THE EASTERN
 EW5049'INTERSECTION OF A GRADED U-SHAPED TURNAROUN AND VIEWPOINT ON THE NORTH
 EW5049'SIDE OF THE HIGHWAY, 31 FT. SOUTH OF THE C/L OF THE HWY AND 8 FEET
 EW5049'HIGER, 0.8 FT WEST OF A STEEL WITNESS POST. A USBPR CAP RIVETED TO THE
 EW5049'TOP OF A 3 1/2 INCH PIPE PROJECTING 0.6 FT ABOVE THE GROUND. RECOVERY
 EW5049'DATE WAS 4,25, 1988
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0069 ***********************************************************************
 JS0069  DESIGNATION -  3249.79 USBPR
 JS0069  PID         -  JS0069
 JS0069  STATE/COUNTY-  CA/EL DORADO
 JS0069  USGS QUAD   -  RIVERTON (1973)
 JS0069
 JS0069                         *CURRENT SURVEY CONTROL
 JS0069  ___________________________________________________________________
 JS0069* NAD 83(1986)-  38 46 26.     (N)    120 28 13.     (W)     SCALED    
 JS0069* NAVD 88     -       991.34   (+/-2cm)    3252.4    (feet)  VERTCON   
 JS0069  ___________________________________________________________________
 JS0069  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 JS0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0069
 JS0069.The horizontal coordinates were scaled from a topographic map and have
 JS0069.an estimated accuracy of +/- 6 seconds.
 JS0069
 JS0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0069.The vertical order pertains to the NGVD 29 superseded value.
 JS0069
 JS0069.The geoid height was determined by GEOID03.
 JS0069
 JS0069;                    North         East    Units  Estimated Accuracy
 JS0069;SPC CA 2     -   624,030.    2,132,920.      MT  (+/- 180 meters Scaled)
 JS0069
 JS0069                          SUPERSEDED SURVEY CONTROL
 JS0069
 JS0069  NGVD 29 (??/??/92)  990.405  (m)         3249.35   (f) ADJ UNCH    2 0
 JS0069
 JS0069.Superseded values are not recommended for survey control.
 JS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0069.See file dsdata.txt to determine how the superseded data were derived.
 JS0069
 JS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH197947(NAD 83)
 JS0069_MARKER: P = PIPE CAP
 JS0069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0069_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0069_STAMPING: 3249.79
 JS0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0069
 JS0069  HISTORY     - Date     Condition        Report By
 JS0069  HISTORY     - UNK      MONUMENTED       BPR
 JS0069  HISTORY     - 1934     GOOD             NGS
 JS0069  HISTORY     - 1950     MARK NOT FOUND   NGS
 JS0069
 JS0069                          STATION DESCRIPTION
 JS0069
 JS0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0069'1.4 MI W FROM RIVERTON.
 JS0069'1.4 MILES WEST ALONG U.S. HIGHWAY 50 FROM RIVERTON, EL DORADO
 JS0069'COUNTY, 38 FEET EAST OF THE CONCRETE CULVERT AT STATION 500+65,
 JS0069'ON THE EAST SIDE OF A SMALL DRAW STILL SHOWING AN OLD ROAD
 JS0069'SURFACE, 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 JS0069'ABOUT 8 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES BUREAU
 JS0069'OF PUBLIC ROADS STANDARD CAP, STAMPED 3249.79 AND FASTENED ON
 JS0069'THE TOP OF A 2-INCH IRON PIPE.
 JS0069
 JS0069                          STATION RECOVERY (1950)
 JS0069
 JS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JS0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1470 ***********************************************************************
 GT1470  DESIGNATION -  325
 GT1470  PID         -  GT1470
 GT1470  STATE/COUNTY-  CA/FRESNO
 GT1470  USGS QUAD   -  FRESNO SOUTH (1981)
 GT1470
 GT1470                         *CURRENT SURVEY CONTROL
 GT1470  ___________________________________________________________________
 GT1470* NAD 83(1986)-  36 39 49.     (N)    119 50 40.     (W)     SCALED    
 GT1470* NAVD 88     -        78.93   (+/-2cm)     259.0    (feet)  VERTCON   
 GT1470  ___________________________________________________________________
 GT1470  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 GT1470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1470
 GT1470.The horizontal coordinates were scaled from a topographic map and have
 GT1470.an estimated accuracy of +/- 6 seconds.
 GT1470
 GT1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1470.The vertical order pertains to the NGVD 29 superseded value.
 GT1470
 GT1470.The geoid height was determined by GEOID03.
 GT1470
 GT1470;                    North         East    Units  Estimated Accuracy
 GT1470;SPC CA 4     -   647,940.    1,924,510.      MT  (+/- 180 meters Scaled)
 GT1470
 GT1470                          SUPERSEDED SURVEY CONTROL
 GT1470
 GT1470  NGVD 29 (??/??/92)   78.151  (m)          256.40   (f) ADJ UNCH    2 0
 GT1470
 GT1470.Superseded values are not recommended for survey control.
 GT1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1470.See file dsdata.txt to determine how the superseded data were derived.
 GT1470
 GT1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA457613(NAD 83)
 GT1470_MARKER: P = PIPE CAP
 GT1470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1470_STAMPING: 260.2 325
 GT1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1470
 GT1470  HISTORY     - Date     Condition        Report By
 GT1470  HISTORY     - UNK      MONUMENTED       DOD
 GT1470  HISTORY     - 1959     GOOD             NGS
 GT1470
 GT1470                          STATION DESCRIPTION
 GT1470
 GT1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1470'7.4 MI NE FROM RAISIN CITY.
 GT1470'1.3 MILES EAST ALONG MANNING AVENUE FROM THE T JUNCTION OF
 GT1470'ORMUS AVENUE AT RAISIN CITY, THENCE 4.05 MILES NORTH ALONG
 GT1470'CORNELIA AVENUE, THENCE 2.05 MILES EAST ALONG AMERICAN AVENUE,
 GT1470'45 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF MARKS
 GT1470'AVENUE, 33 1/2 FEET NORTH OF THE CENTER LINE OF AMERICAN AVENUE,
 GT1470'28 FEET EAST OF THE CENTER LINE OF MARKS AVENUE, 9 FEET SOUTHEAST
 GT1470'OF TELEPHONE POLE 1 490-9, 3 1/2 FEET NORTH OF A POWER LINE
 GT1470'GUY POLE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH
 GT1470'THE AVENUE, A CAP SCREWED ON TOP OF A 3 1/2-INCH IRON PIPE
 GT1470'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0726 ***********************************************************************
 EW0726  DESIGNATION -  325.0 B DWR
 EW0726  PID         -  EW0726
 EW0726  STATE/COUNTY-  CA/LOS ANGELES
 EW0726  USGS QUAD   -  LAKE HUGHES (1995)
 EW0726
 EW0726                         *CURRENT SURVEY CONTROL
 EW0726  ___________________________________________________________________
 EW0726* NAD 83(1986)-  34 41 57.     (N)    118 24 34.     (W)     SCALED    
 EW0726* NAVD 88     -       901.23   (+/-2cm)    2956.8    (feet)  VERTCON   
 EW0726  ___________________________________________________________________
 EW0726  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0726
 EW0726.The horizontal coordinates were scaled from a topographic map and have
 EW0726.an estimated accuracy of +/- 6 seconds.
 EW0726
 EW0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0726.The vertical order pertains to the NGVD 29 superseded value.
 EW0726
 EW0726.The geoid height was determined by GEOID03.
 EW0726
 EW0726;                    North         East    Units  Estimated Accuracy
 EW0726;SPC CA 5     -   633,090.    1,962,490.      MT  (+/- 180 meters Scaled)
 EW0726
 EW0726                          SUPERSEDED SURVEY CONTROL
 EW0726
 EW0726  NGVD 29 (??/??/92)  900.347  (m)         2953.89   (f) ADJ UNCH    2 0
 EW0726
 EW0726.Superseded values are not recommended for survey control.
 EW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0726.See file dsdata.txt to determine how the superseded data were derived.
 EW0726
 EW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU709405(NAD 83)
 EW0726_MARKER: DD = SURVEY DISK
 EW0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0726_SP_SET: CONCRETE LINING
 EW0726_STAMPING: 325.0 B 1971
 EW0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0726
 EW0726  HISTORY     - Date     Condition        Report By
 EW0726  HISTORY     - 1971     MONUMENTED       CADWR
 EW0726  HISTORY     - 1971     GOOD             NGS
 EW0726
 EW0726                          STATION DESCRIPTION
 EW0726
 EW0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0726'21.7 MI SE FROM PORTER TUNNEL.
 EW0726'21.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0726'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0726'CONCRETE LINING OF THE AQUEDUCT, DIRECTLY ABOVE THE PAINTED
 EW0726'MILEAGE 325.00, 22 1/2 FEET EAST OF THE CENTER OF A STEEL
 EW0726'LADDER, AND ABOUT 4 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION
 EW0726'18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0725 ***********************************************************************
 EW0725  DESIGNATION -  325.1 B DWR
 EW0725  PID         -  EW0725
 EW0725  STATE/COUNTY-  CA/LOS ANGELES
 EW0725  USGS QUAD   -  LAKE HUGHES (1995)
 EW0725
 EW0725                         *CURRENT SURVEY CONTROL
 EW0725  ___________________________________________________________________
 EW0725* NAD 83(1986)-  34 41 57.     (N)    118 24 28.     (W)     SCALED    
 EW0725* NAVD 88     -       901.28   (+/-2cm)    2956.9    (feet)  VERTCON   
 EW0725  ___________________________________________________________________
 EW0725  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0725
 EW0725.The horizontal coordinates were scaled from a topographic map and have
 EW0725.an estimated accuracy of +/- 6 seconds.
 EW0725
 EW0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0725.The vertical order pertains to the NGVD 29 superseded value.
 EW0725
 EW0725.The geoid height was determined by GEOID03.
 EW0725
 EW0725;                    North         East    Units  Estimated Accuracy
 EW0725;SPC CA 5     -   633,090.    1,962,640.      MT  (+/- 180 meters Scaled)
 EW0725
 EW0725                          SUPERSEDED SURVEY CONTROL
 EW0725
 EW0725  NGVD 29 (??/??/92)  900.400  (m)         2954.06   (f) ADJ UNCH    2 0
 EW0725
 EW0725.Superseded values are not recommended for survey control.
 EW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0725.See file dsdata.txt to determine how the superseded data were derived.
 EW0725
 EW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU710405(NAD 83)
 EW0725_MARKER: DD = SURVEY DISK
 EW0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0725_SP_SET: CONCRETE LINING
 EW0725_STAMPING: MILE 325.1 B
 EW0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0725
 EW0725  HISTORY     - Date     Condition        Report By
 EW0725  HISTORY     - UNK      MONUMENTED       CADWR
 EW0725  HISTORY     - 1971     GOOD             NGS
 EW0725
 EW0725                          STATION DESCRIPTION
 EW0725
 EW0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0725'21.8 MI SE FROM PORTER TUNNEL.
 EW0725'21.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0725'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0725'UNDER ADEQUATE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0725'AQUEDUCT, 89.0 FEET WEST OF THE CENTER OF A STEEL LADDER ON
 EW0725'THE SOUTH LINING, ABOUT 5 FEET LOWER THAN THE NORTH LEVEE
 EW0725'ROAD.  SECTION 18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0745 ***********************************************************************
 EW0745  DESIGNATION -  325.1 C DWR
 EW0745  PID         -  EW0745
 EW0745  STATE/COUNTY-  CA/LOS ANGELES
 EW0745  USGS QUAD   -  LAKE HUGHES (1995)
 EW0745
 EW0745                         *CURRENT SURVEY CONTROL
 EW0745  ___________________________________________________________________
 EW0745* NAD 83(1986)-  34 43 05.     (N)    118 25 24.     (W)     SCALED    
 EW0745* NAVD 88     -       898.68   (+/-2cm)    2948.4    (feet)  VERTCON   
 EW0745  ___________________________________________________________________
 EW0745  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0745  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW0745
 EW0745.The horizontal coordinates were scaled from a topographic map and have
 EW0745.an estimated accuracy of +/- 6 seconds.
 EW0745
 EW0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0745.The vertical order pertains to the NGVD 29 superseded value.
 EW0745
 EW0745.The geoid height was determined by GEOID03.
 EW0745
 EW0745;                    North         East    Units  Estimated Accuracy
 EW0745;SPC CA 5     -   635,190.    1,961,230.      MT  (+/- 180 meters Scaled)
 EW0745
 EW0745                          SUPERSEDED SURVEY CONTROL
 EW0745
 EW0745  NGVD 29 (??/??/92)  897.800  (m)         2945.53   (f) ADJ UNCH    1 1
 EW0745
 EW0745.Superseded values are not recommended for survey control.
 EW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0745.See file dsdata.txt to determine how the superseded data were derived.
 EW0745
 EW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU696426(NAD 83)
 EW0745_MARKER: DD = SURVEY DISK
 EW0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0745_STAMPING: 325.1 C 1968
 EW0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0745+STABILITY: SURFACE MOTION
 EW0745
 EW0745  HISTORY     - Date     Condition        Report By
 EW0745  HISTORY     - 1968     MONUMENTED       CADWR
 EW0745  HISTORY     - 1971     GOOD             NGS
 EW0745
 EW0745                          STATION DESCRIPTION
 EW0745
 EW0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0745'19.9 MI SE FROM PORTER TUNNEL.
 EW0745'19.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0745'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE NORTHWEST OF THE
 EW0745'CROSSING OF AVENUE H BRIDGE 323.25 OVER THE AQUEDUCT, 173 FEET
 EW0745'NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 213
 EW0745'FEET NORTH OF THE NORTH CORNER OF THE CONCRETE DECK OF A
 EW0745'TURNOUT STRUCTURE, 18.3 FEET NORTHEAST OF THE NORTHEAST
 EW0745'RIGHT-OF-WAY FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT
 EW0745'13 FEET LOWER THAN THE LEVEE ROAD, AND SET IN THE TOP OF A
 EW0745'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 EW0745'1, T 7 N, R 15 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0741 ***********************************************************************
 EW0741  DESIGNATION -  325.5 C DWR
 EW0741  PID         -  EW0741
 EW0741  STATE/COUNTY-  CA/LOS ANGELES
 EW0741  USGS QUAD   -  LAKE HUGHES (1995)
 EW0741
 EW0741                         *CURRENT SURVEY CONTROL
 EW0741  ___________________________________________________________________
 EW0741* NAD 83(1986)-  34 42 46.     (N)    118 25 14.     (W)     SCALED    
 EW0741* NAVD 88     -       901.87   (+/-2cm)    2958.9    (feet)  VERTCON   
 EW0741  ___________________________________________________________________
 EW0741  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0741
 EW0741.The horizontal coordinates were scaled from a topographic map and have
 EW0741.an estimated accuracy of +/- 6 seconds.
 EW0741
 EW0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0741.The vertical order pertains to the NGVD 29 superseded value.
 EW0741
 EW0741.The geoid height was determined by GEOID03.
 EW0741
 EW0741;                    North         East    Units  Estimated Accuracy
 EW0741;SPC CA 5     -   634,610.    1,961,480.      MT  (+/- 180 meters Scaled)
 EW0741
 EW0741                          SUPERSEDED SURVEY CONTROL
 EW0741
 EW0741  NGVD 29 (??/??/92)  900.990  (m)         2956.00   (f) ADJ UNCH    2 0
 EW0741
 EW0741.Superseded values are not recommended for survey control.
 EW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0741.See file dsdata.txt to determine how the superseded data were derived.
 EW0741
 EW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699421(NAD 83)
 EW0741_MARKER: DD = SURVEY DISK
 EW0741_SETTING: 0 = UNSPECIFIED SETTING
 EW0741_STAMPING: 325.5 C 1968
 EW0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0741
 EW0741  HISTORY     - Date     Condition        Report By
 EW0741  HISTORY     - 1968     MONUMENTED       CADWR
 EW0741  HISTORY     - 1971     GOOD             NGS
 EW0741
 EW0741                          STATION DESCRIPTION
 EW0741
 EW0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0741'20.3 MI SE FROM PORTER TUNNEL.
 EW0741'20.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0741'SOUTH PORTAL OF THE PORTER TUNNEL, 176 FEET EAST OF THE
 EW0741'CENTER LINE OF THE EAST LEVEE ROAD, 24.2 FEET EAST OF THE EAST
 EW0741'RIGHT-OF-WAY FENCE, 159 FEET SOUTH-SOUTHEAST OF A STEEL BRACE
 EW0741'IN THE FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 EW0741'LOWER THAN THE LEVEE ROAD.  SECTION 12, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0721 ***********************************************************************
 EW0721  DESIGNATION -  325.6 B DWR
 EW0721  PID         -  EW0721
 EW0721  STATE/COUNTY-  CA/LOS ANGELES
 EW0721  USGS QUAD   -  LAKE HUGHES (1995)
 EW0721
 EW0721                         *CURRENT SURVEY CONTROL
 EW0721  ___________________________________________________________________
 EW0721* NAD 83(1986)-  34 41 48.     (N)    118 24 04.     (W)     SCALED    
 EW0721* NAVD 88     -       901.20   (+/-2cm)    2956.7    (feet)  VERTCON   
 EW0721  ___________________________________________________________________
 EW0721  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0721
 EW0721.The horizontal coordinates were scaled from a topographic map and have
 EW0721.an estimated accuracy of +/- 6 seconds.
 EW0721
 EW0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0721.The vertical order pertains to the NGVD 29 superseded value.
 EW0721
 EW0721.The geoid height was determined by GEOID03.
 EW0721
 EW0721;                    North         East    Units  Estimated Accuracy
 EW0721;SPC CA 5     -   632,810.    1,963,250.      MT  (+/- 180 meters Scaled)
 EW0721
 EW0721                          SUPERSEDED SURVEY CONTROL
 EW0721
 EW0721  NGVD 29 (??/??/92)  900.320  (m)         2953.80   (f) ADJ UNCH    2 0
 EW0721
 EW0721.Superseded values are not recommended for survey control.
 EW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0721.See file dsdata.txt to determine how the superseded data were derived.
 EW0721
 EW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU716402(NAD 83)
 EW0721_MARKER: DD = SURVEY DISK
 EW0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0721_SP_SET: CONCRETE LINING
 EW0721_STAMPING: MILE 325.6 B
 EW0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0721
 EW0721  HISTORY     - Date     Condition        Report By
 EW0721  HISTORY     - UNK      MONUMENTED       CADWR
 EW0721  HISTORY     - 1971     GOOD             NGS
 EW0721
 EW0721                          STATION DESCRIPTION
 EW0721
 EW0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0721'22.2 MI SE FROM PORTER TUNNEL.
 EW0721'22.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0721'PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0721'UNDER THE AQUEDUCT, INTHE TOP OF THE CONCRETE LINNG OF THE
 EW0721'AQUEDUCT, 88.5 FEET NORTHWEST OF THE CENTER OF A LADDER ON
 EW0721'THE SOUTHWEST LINING WALL, ABOUT 6 FEET LOWER THAN THE LEVEE
 EW0721'ROAD.  SECTION 18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0739 ***********************************************************************
 EW0739  DESIGNATION -  325.6 C DWR
 EW0739  PID         -  EW0739
 EW0739  STATE/COUNTY-  CA/LOS ANGELES
 EW0739  USGS QUAD   -  LAKE HUGHES (1995)
 EW0739
 EW0739                         *CURRENT SURVEY CONTROL
 EW0739  ___________________________________________________________________
 EW0739* NAD 83(1986)-  34 42 38.     (N)    118 25 15.     (W)     SCALED    
 EW0739* NAVD 88     -       905.20   (+/-2cm)    2969.8    (feet)  VERTCON   
 EW0739  ___________________________________________________________________
 EW0739  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EW0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0739
 EW0739.The horizontal coordinates were scaled from a topographic map and have
 EW0739.an estimated accuracy of +/- 6 seconds.
 EW0739
 EW0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0739.The vertical order pertains to the NGVD 29 superseded value.
 EW0739
 EW0739.The geoid height was determined by GEOID03.
 EW0739
 EW0739;                    North         East    Units  Estimated Accuracy
 EW0739;SPC CA 5     -   634,360.    1,961,450.      MT  (+/- 180 meters Scaled)
 EW0739
 EW0739                          SUPERSEDED SURVEY CONTROL
 EW0739
 EW0739  NGVD 29 (??/??/92)  904.314  (m)         2966.90   (f) ADJ UNCH    2 0
 EW0739
 EW0739.Superseded values are not recommended for survey control.
 EW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0739.See file dsdata.txt to determine how the superseded data were derived.
 EW0739
 EW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU698418(NAD 83)
 EW0739_MARKER: DD = SURVEY DISK
 EW0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0739_STAMPING: 325.6 C 1968
 EW0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0739+STABILITY: SURFACE MOTION
 EW0739
 EW0739  HISTORY     - Date     Condition        Report By
 EW0739  HISTORY     - 1968     MONUMENTED       CADWR
 EW0739  HISTORY     - 1971     GOOD             NGS
 EW0739
 EW0739                          STATION DESCRIPTION
 EW0739
 EW0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0739'20.4 MI SE FROM PORTER TUNNEL.
 EW0739'20.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0739'SOUTH PORTAL OF THE PORTER TUNNEL, ON THE OUTSIDE OF A CURVE
 EW0739'IN THE AQUEDUCT, ON A CUT BANK, 151 FEET SOUTHEAST OF THE CENTER
 EW0739'LINE OF THE SOUTHEAST LEVEE ROAD, 150 FEET SOUTH-SOUTHEAST OF A
 EW0739'STEEL BRACE POST IN THE FENCE, 268 FEET NORTH-NORTHEAST OF THE
 EW0739'NORTHEAST END OF DOUBLE STEEL GATES, 66.2 FEET SOUTHEAST OF THE
 EW0739'SOUTHEAST RIGHT-OF-WAY FENCE, 2.2 FEET NORTHEAST OF A WITNESS
 EW0739'POST, ABOUT 8 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 EW0739'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 EW0739'12, T 7N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0736 ***********************************************************************
 EW0736  DESIGNATION -  325.8 C DWR
 EW0736  PID         -  EW0736
 EW0736  STATE/COUNTY-  CA/LOS ANGELES
 EW0736  USGS QUAD   -  LAKE HUGHES (1995)
 EW0736
 EW0736                         *CURRENT SURVEY CONTROL
 EW0736  ___________________________________________________________________
 EW0736* NAD 83(1986)-  34 42 30.     (N)    118 25 13.     (W)     SCALED    
 EW0736* NAVD 88     -       882.64   (+/-2cm)    2895.8    (feet)  VERTCON   
 EW0736  ___________________________________________________________________
 EW0736  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0736
 EW0736.The horizontal coordinates were scaled from a topographic map and have
 EW0736.an estimated accuracy of +/- 6 seconds.
 EW0736
 EW0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0736.The vertical order pertains to the NGVD 29 superseded value.
 EW0736
 EW0736.The geoid height was determined by GEOID03.
 EW0736
 EW0736;                    North         East    Units  Estimated Accuracy
 EW0736;SPC CA 5     -   634,110.    1,961,500.      MT  (+/- 180 meters Scaled)
 EW0736
 EW0736                          SUPERSEDED SURVEY CONTROL
 EW0736
 EW0736  NGVD 29 (??/??/92)  881.753  (m)         2892.88   (f) ADJ UNCH    2 0
 EW0736
 EW0736.Superseded values are not recommended for survey control.
 EW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0736.See file dsdata.txt to determine how the superseded data were derived.
 EW0736
 EW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU699416(NAD 83)
 EW0736_MARKER: DD = SURVEY DISK
 EW0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0736_STAMPING: 325.8 C 1968
 EW0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0736+STABILITY: SURFACE MOTION
 EW0736
 EW0736  HISTORY     - Date     Condition        Report By
 EW0736  HISTORY     - 1968     MONUMENTED       CADWR
 EW0736  HISTORY     - 1971     GOOD             NGS
 EW0736
 EW0736                          STATION DESCRIPTION
 EW0736
 EW0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0736'20.6 MI SE FROM PORTER TUNNEL.
 EW0736'20.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0736'SOUTH PORTAL OF THE PORTER TUNNEL, THENCE 0.1 MILE SOUTHWEST
 EW0736'ALONG AN ASPHALT ROAD BETWEEN THE INLET AND OUTLET OF MYRICK
 EW0736'SIPHON, ABOUT 0.1 MILE ACROSS COUNTRY DOWNHILL FROM BENCH MARK
 EW0736'325.8 A (DWR), 138 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EW0736'ROAD, 126.6 FEET SOUTHEAST OF AN ASPHALT CURB, 2.2 FEET SOUTH
 EW0736'OF A WITNESS POST, ABOUT 21 FEET LOWER THAN THE ROAD, AND SET
 EW0736'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EW0736'GROUND.  SECTION 12, T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0871 ***********************************************************************
 LU0871  DESIGNATION -  3252 RESET
 LU0871  PID         -  LU0871
 LU0871  STATE/COUNTY-  CA/TRINITY
 LU0871  USGS QUAD   -  FRENCH GULCH (1979)
 LU0871
 LU0871                         *CURRENT SURVEY CONTROL
 LU0871  ___________________________________________________________________
 LU0871* NAD 83(1986)-  40 38 11.     (N)    122 44 02.     (W)     SCALED    
 LU0871* NAVD 88     -       975.77   (+/-2cm)    3201.3    (feet)  VERTCON   
 LU0871  ___________________________________________________________________
 LU0871  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 LU0871  VERT ORDER  -  ? (See Below)
 LU0871
 LU0871.The horizontal coordinates were scaled from a topographic map and have
 LU0871.an estimated accuracy of +/- 6 seconds.
 LU0871
 LU0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0871.The vertical order pertains to the NGVD 29 superseded value.
 LU0871
 LU0871.The geoid height was determined by GEOID03.
 LU0871
 LU0871;                    North         East    Units  Estimated Accuracy
 LU0871;SPC CA 1     -   644,950.    1,937,920.      MT  (+/- 180 meters Scaled)
 LU0871
 LU0871                          SUPERSEDED SURVEY CONTROL
 LU0871
 LU0871  NGVD 29 (??/??/92)  974.850  (m)         3198.32   (f) ADJ UNCH    ?  
 LU0871
 LU0871.Superseded values are not recommended for survey control.
 LU0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0871.See file dsdata.txt to determine how the superseded data were derived.
 LU0871
 LU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK225984(NAD 83)
 LU0871_MARKER: DD = SURVEY DISK
 LU0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0871_STAMPING: 3252 USGS RESET 1960
 LU0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0871+STABILITY: SURFACE MOTION
 LU0871
 LU0871  HISTORY     - Date     Condition        Report By
 LU0871  HISTORY     - 1960     MONUMENTED       USGS
 LU0871  HISTORY     - 1960     GOOD             CADH
 LU0871  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0871
 LU0871                          STATION DESCRIPTION
 LU0871
 LU0871'DESCRIBED BY CA DIV OF HIGHWAYS 1960
 LU0871'4 MI E FROM BUCKHORN.
 LU0871'THE MARK IS LOCATED 4.0 MILES EAST ALONG U.S. HIGHWAY 299 FROM
 LU0871'STORE AND GAS STATION AT BUCKHORN, 0.1 MILE WEST OF THE BUCKHORN
 LU0871'SUMMIT AND THE TRINITY-SHASTA COUNTY LINE, AT THE SOUTHWEST END OF
 LU0871'A HIGHWAY CUT, 59 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 LU0871'OPPOSITE STATION B 488+90, 15 FEET NORTH OF A 6 INCH PINE TREE
 LU0871'WITH BLAZE, 30 FEET WEST OF A 36 INCH PINE TREE WITH BLAZE AND
 LU0871'12 FEET HIGHER THAN THE ROAD, AND SET IN A CONCRETE MONUMENT.
 LU0871
 LU0871                          STATION RECOVERY (1988)
 LU0871
 LU0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0062 ***********************************************************************
 MX0062  DESIGNATION -  3255 B
 MX0062  PID         -  MX0062
 MX0062  STATE/COUNTY-  CA/SISKIYOU
 MX0062  USGS QUAD   -  WEED (1986)
 MX0062
 MX0062                         *CURRENT SURVEY CONTROL
 MX0062  ___________________________________________________________________
 MX0062* NAD 83(1986)-  41 25 54.     (N)    122 24 37.     (W)     SCALED    
 MX0062* NAVD 88     -       993.732  (meters)    3260.27   (feet)  ADJUSTED  
 MX0062  ___________________________________________________________________
 MX0062  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 MX0062  DYNAMIC HT  -         993.123 (meters)    3258.27  (feet)  COMP
 MX0062  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 MX0062
 MX0062  VERT ORDER  -  FIRST     CLASS II
 MX0062
 MX0062.The horizontal coordinates were scaled from a topographic map and have
 MX0062.an estimated accuracy of +/- 6 seconds.
 MX0062
 MX0062.The orthometric height was determined by differential leveling
 MX0062.and adjusted in June 1991.
 MX0062
 MX0062.The geoid height was determined by GEOID03.
 MX0062
 MX0062.The dynamic height is computed by dividing the NAVD 88
 MX0062.geopotential number by the normal gravity value computed on the
 MX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0062.degrees latitude (g = 980.6199 gals.).
 MX0062
 MX0062.The modeled gravity was interpolated from observed gravity values.
 MX0062
 MX0062;                    North         East    Units  Estimated Accuracy
 MX0062;SPC CA 1     -   733,080.    1,965,710.      MT  (+/- 180 meters Scaled)
 MX0062
 MX0062                          SUPERSEDED SURVEY CONTROL
 MX0062
 MX0062  NGVD 29 (??/??/??)  992.649  (m)         3256.72   (f) ADJUSTED    1 2
 MX0062
 MX0062.Superseded values are not recommended for survey control.
 MX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0062.See file dsdata.txt to determine how the superseded data were derived.
 MX0062
 MX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL492868(NAD 83)
 MX0062_MARKER: P = PIPE CAP
 MX0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0062_SP_SET: SHALLOW-SET PIPE
 MX0062_STAMPING: 3255 B 1902
 MX0062_MARK LOGO: USGS  
 MX0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0062
 MX0062  HISTORY     - Date     Condition        Report By
 MX0062  HISTORY     - 1902     MONUMENTED       USGS
 MX0062  HISTORY     - 1954     GOOD             NGS
 MX0062  HISTORY     - 1988     GOOD             NGS
 MX0062
 MX0062                          STATION DESCRIPTION
 MX0062
 MX0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MX0062'1.8 MI W FROM WEED.
 MX0062'1.8 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 MX0062'THE STATION AT WEED, 0.4 MILE WEST OF MILEPOST 350, ABOUT 10
 MX0062'RAILS EAST OF A CURVE, ALONG THE SOUTH EDGE OF THE APPROXIMATE
 MX0062'CENTER OF A PASTURE, 66.6 FEET NORTH OF THE NORTH RAIL, 43 1/2
 MX0062'FEET WEST OF THE WEST ONE OF A GROUP OF PINE TREES NORTH OF
 MX0062'THE TRACKS, 1.5 FEET SOUTH OF THE FENCE LINE, 1.0 FEET EAST
 MX0062'OF A WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN THE TRACK, AND
 MX0062'RIVETED ON TOP OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 MX0062'GROUND.  NOTE-- SLANTING MARK.  ROD HELD ON THE HIGHEST POINT OF
 MX0062'THE CAP DURING THE 1954 LEVELING.
 MX0062
 MX0062                          STATION RECOVERY (1988)
 MX0062
 MX0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MX0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1731 ***********************************************************************
 JS1731  DESIGNATION -  326 N USE
 JS1731  PID         -  JS1731
 JS1731  STATE/COUNTY-  CA/SACRAMENTO
 JS1731  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1731
 JS1731                         *CURRENT SURVEY CONTROL
 JS1731  ___________________________________________________________________
 JS1731* NAD 83(1986)-  38 06 14.     (N)    121 37 26.     (W)     SCALED    
 JS1731* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 JS1731  ___________________________________________________________________
 JS1731  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 JS1731  VERT ORDER  -  THIRD (See Below)
 JS1731
 JS1731.The horizontal coordinates were scaled from a topographic map and have
 JS1731.an estimated accuracy of +/- 6 seconds.
 JS1731
 JS1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1731.The vertical order pertains to the NGVD 29 superseded value.
 JS1731
 JS1731.The geoid height was determined by GEOID03.
 JS1731
 JS1731;                    North         East    Units  Estimated Accuracy
 JS1731;SPC CA 2     -   548,600.    2,032,990.      MT  (+/- 180 meters Scaled)
 JS1731
 JS1731                          SUPERSEDED SURVEY CONTROL
 JS1731
 JS1731  NGVD 29 (??/??/??)    2.67   (m)            8.8    (f) RESET       3  
 JS1731
 JS1731.Superseded values are not recommended for survey control.
 JS1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1731.See file dsdata.txt to determine how the superseded data were derived.
 JS1731
 JS1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH206182(NAD 83)
 JS1731_MARKER: P = PIPE CAP
 JS1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1731_STAMPING: 326 N
 JS1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1731+STABILITY: SURFACE MOTION
 JS1731
 JS1731  HISTORY     - Date     Condition        Report By
 JS1731  HISTORY     - UNK      MONUMENTED       DOD
 JS1731  HISTORY     - 1951     GOOD             NGS
 JS1731  HISTORY     - 1964     GOOD             NGS
 JS1731
 JS1731                          STATION DESCRIPTION
 JS1731
 JS1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1731'AT TWITCHELL ISLAND.
 JS1731'ON THE SOUTHEAST SIDE OF TWITCHELL ISLAND, 2.2 MILES EAST ALONG
 JS1731'A DIRT ROAD ON THE SAN JOAQUIN RIVER LEVEE, ON THE NORTHWEST
 JS1731'BANK OF THE SAN JOAQUIN RIVER, ABOUT 100 YARDS EAST OF A TURN
 JS1731'IN A POWER LINE, 65 FEET NORTHEAST OF THE SOUTHWEST END OF A
 JS1731'WOODEN BULKHEAD ON THE SOUTHEAST SHOULDER OF THE LEVEE, 10 FEET
 JS1731'SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD, 2.3 FEET SOUTHEAST
 JS1731'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET
 JS1731'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FEET.
 JS1731
 JS1731                          STATION RECOVERY (1964)
 JS1731
 JS1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0718 ***********************************************************************
 EW0718  DESIGNATION -  326.0 A DWR
 EW0718  PID         -  EW0718
 EW0718  STATE/COUNTY-  CA/LOS ANGELES
 EW0718  USGS QUAD   -  LAKE HUGHES (1995)
 EW0718
 EW0718                         *CURRENT SURVEY CONTROL
 EW0718  ___________________________________________________________________
 EW0718* NAD 83(1986)-  34 41 39.     (N)    118 23 44.     (W)     SCALED    
 EW0718* NAVD 88     -       904.80   (+/-2cm)    2968.5    (feet)  VERTCON   
 EW0718  ___________________________________________________________________
 EW0718  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0718
 EW0718.The horizontal coordinates were scaled from a topographic map and have
 EW0718.an estimated accuracy of +/- 6 seconds.
 EW0718
 EW0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0718.The vertical order pertains to the NGVD 29 superseded value.
 EW0718
 EW0718.The geoid height was determined by GEOID03.
 EW0718
 EW0718;                    North         East    Units  Estimated Accuracy
 EW0718;SPC CA 5     -   632,530.    1,963,760.      MT  (+/- 180 meters Scaled)
 EW0718
 EW0718                          SUPERSEDED SURVEY CONTROL
 EW0718
 EW0718  NGVD 29 (??/??/92)  903.916  (m)         2965.60   (f) ADJ UNCH    2 0
 EW0718
 EW0718.Superseded values are not recommended for survey control.
 EW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0718.See file dsdata.txt to determine how the superseded data were derived.
 EW0718
 EW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU721400(NAD 83)
 EW0718_MARKER: DD = SURVEY DISK
 EW0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0718_SP_SET: CURB
 EW0718_STAMPING: 326.0 A 1971
 EW0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0718
 EW0718  HISTORY     - Date     Condition        Report By
 EW0718  HISTORY     - 1971     MONUMENTED       CADWR
 EW0718  HISTORY     - 1971     GOOD             NGS
 EW0718
 EW0718                          STATION DESCRIPTION
 EW0718
 EW0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0718'22.6 MI SE FROM PORTER TUNNEL.
 EW0718'22.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0718'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0718'END OF THE NORTHWEST CONCRETE CURB OF ACCESS BRIDGE 325.92,
 EW0718'IN THE CENTER AND 0.5 OF A FOOT SOUTHWEST OF THE NORTHEAST
 EW0718'END OF THE CURB, 12.0 FEET NORTHWEST OF THE CENTER OF THE
 EW0718'BRIDGE, ABOUT 1 FOOT HIGHER THAN THE BRIDGE DECK AND NORTHEAST
 EW0718'OF THE LEVEE ROAD.  SECTION 18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0717 ***********************************************************************
 EW0717  DESIGNATION -  326.0 B DWR
 EW0717  PID         -  EW0717
 EW0717  STATE/COUNTY-  CA/LOS ANGELES
 EW0717  USGS QUAD   -  LAKE HUGHES (1995)
 EW0717
 EW0717                         *CURRENT SURVEY CONTROL
 EW0717  ___________________________________________________________________
 EW0717* NAD 83(1986)-  34 41 39.     (N)    118 23 44.     (W)     SCALED    
 EW0717* NAVD 88     -       901.11   (+/-2cm)    2956.4    (feet)  VERTCON   
 EW0717  ___________________________________________________________________
 EW0717  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0717
 EW0717.The horizontal coordinates were scaled from a topographic map and have
 EW0717.an estimated accuracy of +/- 6 seconds.
 EW0717
 EW0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0717.The vertical order pertains to the NGVD 29 superseded value.
 EW0717
 EW0717.The geoid height was determined by GEOID03.
 EW0717
 EW0717;                    North         East    Units  Estimated Accuracy
 EW0717;SPC CA 5     -   632,530.    1,963,760.      MT  (+/- 180 meters Scaled)
 EW0717
 EW0717                          SUPERSEDED SURVEY CONTROL
 EW0717
 EW0717  NGVD 29 (??/??/92)  900.229  (m)         2953.50   (f) ADJ UNCH    2 0
 EW0717
 EW0717.Superseded values are not recommended for survey control.
 EW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0717.See file dsdata.txt to determine how the superseded data were derived.
 EW0717
 EW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU721400(NAD 83)
 EW0717_MARKER: DD = SURVEY DISK
 EW0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0717_SP_SET: CONCRETE LINING
 EW0717_STAMPING: MILE 326.0 B
 EW0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0717
 EW0717  HISTORY     - Date     Condition        Report By
 EW0717  HISTORY     - UNK      MONUMENTED       CADWR
 EW0717  HISTORY     - 1971     GOOD             NGS
 EW0717
 EW0717                          STATION DESCRIPTION
 EW0717
 EW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0717'22.6 MI SE FROM PORTER TUNNEL.
 EW0717'22.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0717'SOUTH PORTAL OF THE PORTER TUNNEL, 94.5 FEET NORTHWEST OF THE
 EW0717'NORTHWEST EDGE OF BRIDGE 325.92, IN THE TOP OF THE CONCRETE
 EW0717'LINING OF THE AQUEDUCT, ABOUT 8 FEET LOWER THAN THE NORTHEAST
 EW0717'LEVEE ROAD.  SECTION 18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0720 ***********************************************************************
 EW0720  DESIGNATION -  326.05 B DWR
 EW0720  PID         -  EW0720
 EW0720  STATE/COUNTY-  CA/LOS ANGELES
 EW0720  USGS QUAD   -  LAKE HUGHES (1995)
 EW0720
 EW0720                         *CURRENT SURVEY CONTROL
 EW0720  ___________________________________________________________________
 EW0720* NAD 83(1986)-  34 41 39.     (N)    118 23 44.     (W)     SCALED    
 EW0720* NAVD 88     -       901.13   (+/-2cm)    2956.5    (feet)  VERTCON   
 EW0720  ___________________________________________________________________
 EW0720  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0720
 EW0720.The horizontal coordinates were scaled from a topographic map and have
 EW0720.an estimated accuracy of +/- 6 seconds.
 EW0720
 EW0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0720.The vertical order pertains to the NGVD 29 superseded value.
 EW0720
 EW0720.The geoid height was determined by GEOID03.
 EW0720
 EW0720;                    North         East    Units  Estimated Accuracy
 EW0720;SPC CA 5     -   632,530.    1,963,760.      MT  (+/- 180 meters Scaled)
 EW0720
 EW0720                          SUPERSEDED SURVEY CONTROL
 EW0720
 EW0720  NGVD 29 (??/??/92)  900.246  (m)         2953.56   (f) ADJ UNCH    2 0
 EW0720
 EW0720.Superseded values are not recommended for survey control.
 EW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0720.See file dsdata.txt to determine how the superseded data were derived.
 EW0720
 EW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU721400(NAD 83)
 EW0720_MARKER: DD = SURVEY DISK
 EW0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0720_SP_SET: CONCRETE LINING
 EW0720_STAMPING: MILE 326.05 B
 EW0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0720
 EW0720  HISTORY     - Date     Condition        Report By
 EW0720  HISTORY     - UNK      MONUMENTED       CADWR
 EW0720  HISTORY     - 1971     GOOD             NGS
 EW0720
 EW0720                          STATION DESCRIPTION
 EW0720
 EW0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0720'22.7 MI SE FROM PORTER TUNNEL.
 EW0720'22.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0720'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0720'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE LINING
 EW0720'OF THE AQUEDUCT, 114 FEET WEST OF THE CENTER OF A STEEL LADDER
 EW0720'ON THE SOUTH LINING WALL, ABOUT 6 FEET LOWER THAN THE NORTH
 EW0720'LEVEE ROAD.  SECTION 18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0733 ***********************************************************************
 EW0733  DESIGNATION -  326.1 C DWR
 EW0733  PID         -  EW0733
 EW0733  STATE/COUNTY-  CA/LOS ANGELES
 EW0733  USGS QUAD   -  LAKE HUGHES (1995)
 EW0733
 EW0733                         *CURRENT SURVEY CONTROL
 EW0733  ___________________________________________________________________
 EW0733* NAD 83(1986)-  34 42 16.     (N)    118 25 10.     (W)     SCALED    
 EW0733* NAVD 88     -       896.34   (+/-2cm)    2940.7    (feet)  VERTCON   
 EW0733  ___________________________________________________________________
 EW0733  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0733
 EW0733.The horizontal coordinates were scaled from a topographic map and have
 EW0733.an estimated accuracy of +/- 6 seconds.
 EW0733
 EW0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0733.The vertical order pertains to the NGVD 29 superseded value.
 EW0733
 EW0733.The geoid height was determined by GEOID03.
 EW0733
 EW0733;                    North         East    Units  Estimated Accuracy
 EW0733;SPC CA 5     -   633,680.    1,961,580.      MT  (+/- 180 meters Scaled)
 EW0733
 EW0733                          SUPERSEDED SURVEY CONTROL
 EW0733
 EW0733  NGVD 29 (??/??/92)  895.453  (m)         2937.83   (f) ADJ UNCH    2 0
 EW0733
 EW0733.Superseded values are not recommended for survey control.
 EW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0733.See file dsdata.txt to determine how the superseded data were derived.
 EW0733
 EW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU700411(NAD 83)
 EW0733_MARKER: DD = SURVEY DISK
 EW0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0733_STAMPING: 326.1 C 1968
 EW0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0733+STABILITY: SURFACE MOTION
 EW0733
 EW0733  HISTORY     - Date     Condition        Report By
 EW0733  HISTORY     - 1968     MONUMENTED       CADWR
 EW0733  HISTORY     - 1971     GOOD             NGS
 EW0733
 EW0733                          STATION DESCRIPTION
 EW0733
 EW0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0733'20.8 MI SE FROM PORTER TUNNEL.
 EW0733'20.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0733'SOUTH PORTAL OF THE PORTER TUNNEL, THENCE 0.35 MILE SOUTHWEST
 EW0733'ALONG AN ASPHALT ROAD BETWEEN THE INLET AND OUTLET OF MYRICK
 EW0733'SIPHON, ON THE NORTHWEST SIDE OF A KNOLL, 97 FEET NORTHEAST
 EW0733'OF THE CENTER LINE OF THE ROAD, 269 FEET NORTH OF THE CENTER
 EW0733'OF A DOUBLE STEEL GATE IN THE AQUEDUCT RIGHT-OF-WAY FENCE, 3.1
 EW0733'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 EW0733'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 EW0733'ABOVE THE GROUND.  SECTION 12, T 7N, R15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5302 ***********************************************************************
 HS5302  DESIGNATION -  326.21=275
 HS5302  PID         -  HS5302
 HS5302  STATE/COUNTY-  CA/SANTA CRUZ
 HS5302  USGS QUAD   -  LAUREL (1994)
 HS5302
 HS5302                         *CURRENT SURVEY CONTROL
 HS5302  ___________________________________________________________________
 HS5302* NAD 83(1986)-  37 03 12.     (N)    121 57 20.     (W)     SCALED    
 HS5302* NAVD 88     -       100.609  (meters)     330.08   (feet)  ADJUSTED  
 HS5302  ___________________________________________________________________
 HS5302  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HS5302  DYNAMIC HT  -         100.535 (meters)     329.84  (feet)  COMP
 HS5302  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 HS5302
 HS5302  VERT ORDER  -  FIRST     CLASS II
 HS5302
 HS5302.The horizontal coordinates were scaled from a topographic map and have
 HS5302.an estimated accuracy of +/- 6 seconds.
 HS5302
 HS5302.The orthometric height was determined by differential leveling
 HS5302.and adjusted in February 1993.
 HS5302
 HS5302.The geoid height was determined by GEOID03.
 HS5302
 HS5302.The dynamic height is computed by dividing the NAVD 88
 HS5302.geopotential number by the normal gravity value computed on the
 HS5302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5302.degrees latitude (g = 980.6199 gals.).
 HS5302
 HS5302.The modeled gravity was interpolated from observed gravity values.
 HS5302
 HS5302;                    North         East    Units  Estimated Accuracy
 HS5302;SPC CA 3     -   562,420.    1,870,530.      MT  (+/- 180 meters Scaled)
 HS5302
 HS5302                          SUPERSEDED SURVEY CONTROL
 HS5302
 HS5302  NGVD 29 (10/21/93)   99.769  (m)          327.33   (f) ADJUSTED    1 2
 HS5302
 HS5302.Superseded values are not recommended for survey control.
 HS5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5302.See file dsdata.txt to determine how the superseded data were derived.
 HS5302
 HS5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG928012(NAD 83)
 HS5302_MARKER: DD = SURVEY DISK
 HS5302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5302_SP_SET: HEADWALL
 HS5302_STAMPING: 326.21
 HS5302_MARK LOGO: CA-087
 HS5302_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5302+STABILITY: SURFACE MOTION
 HS5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5302+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5302
 HS5302  HISTORY     - Date     Condition        Report By
 HS5302  HISTORY     - UNK      MONUMENTED       CA-087
 HS5302  HISTORY     - 19900423 GOOD             NGS
 HS5302
 HS5302                          STATION DESCRIPTION
 HS5302
 HS5302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5302'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5302'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 2.6 KM (1.6 MI)
 HS5302'NORTHERLY ALONG LAUREL GLEN ROAD, SET IN TOP OF THE EAST END OF A
 HS5302'CULVERT HEADWALL, 37.6 M (123.4 FT) NORTHEAST OF THE CENTERLINE OF
 HS5302'THE ROAD, 13.4 M (44.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF TWIN
 HS5302'LANE, 5.6 M (18.4 FT) SOUTH OF THE CENTER OF SUNSET LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0716 ***********************************************************************
 EW0716  DESIGNATION -  326.4 B DWR
 EW0716  PID         -  EW0716
 EW0716  STATE/COUNTY-  CA/LOS ANGELES
 EW0716  USGS QUAD   -  LAKE HUGHES (1995)
 EW0716
 EW0716                         *CURRENT SURVEY CONTROL
 EW0716  ___________________________________________________________________
 EW0716* NAD 83(1986)-  34 41 31.     (N)    118 23 23.     (W)     SCALED    
 EW0716* NAVD 88     -       901.10   (+/-2cm)    2956.4    (feet)  VERTCON   
 EW0716  ___________________________________________________________________
 EW0716  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0716
 EW0716.The horizontal coordinates were scaled from a topographic map and have
 EW0716.an estimated accuracy of +/- 6 seconds.
 EW0716
 EW0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0716.The vertical order pertains to the NGVD 29 superseded value.
 EW0716
 EW0716.The geoid height was determined by GEOID03.
 EW0716
 EW0716;                    North         East    Units  Estimated Accuracy
 EW0716;SPC CA 5     -   632,290.    1,964,290.      MT  (+/- 180 meters Scaled)
 EW0716
 EW0716                          SUPERSEDED SURVEY CONTROL
 EW0716
 EW0716  NGVD 29 (??/??/92)  900.215  (m)         2953.46   (f) ADJ UNCH    2 0
 EW0716
 EW0716.Superseded values are not recommended for survey control.
 EW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0716.See file dsdata.txt to determine how the superseded data were derived.
 EW0716
 EW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU727397(NAD 83)
 EW0716_MARKER: DD = SURVEY DISK
 EW0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0716_SP_SET: CONCRETE LINING
 EW0716_STAMPING: MILE 326.4 B
 EW0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0716
 EW0716  HISTORY     - Date     Condition        Report By
 EW0716  HISTORY     - UNK      MONUMENTED       CADWR
 EW0716  HISTORY     - 1971     GOOD             NGS
 EW0716
 EW0716                          STATION DESCRIPTION
 EW0716
 EW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0716'23.1 MI SE FROM PORTER TUNNEL.
 EW0716'23.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0716'PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0716'UNDER THE AQUEDUCT, IN THE TOP OF THE CONCRETE LINING OF THE
 EW0716'AQUEDUCT, 206 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER
 EW0716'ON THE SOUTHWEST LINING, ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0716'LEVEE ROAD.  SECTION 178 T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0729 ***********************************************************************
 EW0729  DESIGNATION -  326.4 C DWR
 EW0729  PID         -  EW0729
 EW0729  STATE/COUNTY-  CA/LOS ANGELES
 EW0729  USGS QUAD   -  LAKE HUGHES (1995)
 EW0729
 EW0729                         *CURRENT SURVEY CONTROL
 EW0729  ___________________________________________________________________
 EW0729* NAD 83(1986)-  34 42 03.     (N)    118 24 58.     (W)     SCALED    
 EW0729* NAVD 88     -       900.89   (+/-2cm)    2955.7    (feet)  VERTCON   
 EW0729  ___________________________________________________________________
 EW0729  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0729
 EW0729.The horizontal coordinates were scaled from a topographic map and have
 EW0729.an estimated accuracy of +/- 6 seconds.
 EW0729
 EW0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0729.The vertical order pertains to the NGVD 29 superseded value.
 EW0729
 EW0729.The geoid height was determined by GEOID03.
 EW0729
 EW0729;                    North         East    Units  Estimated Accuracy
 EW0729;SPC CA 5     -   633,280.    1,961,880.      MT  (+/- 180 meters Scaled)
 EW0729
 EW0729                          SUPERSEDED SURVEY CONTROL
 EW0729
 EW0729  NGVD 29 (??/??/92)  900.004  (m)         2952.76   (f) ADJ UNCH    2 0
 EW0729
 EW0729.Superseded values are not recommended for survey control.
 EW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0729.See file dsdata.txt to determine how the superseded data were derived.
 EW0729
 EW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU703407(NAD 83)
 EW0729_MARKER: DD = SURVEY DISK
 EW0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0729_STAMPING: 326.4 C 1968
 EW0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0729+STABILITY: SURFACE MOTION
 EW0729
 EW0729  HISTORY     - Date     Condition        Report By
 EW0729  HISTORY     - 1968     MONUMENTED       CADWR
 EW0729  HISTORY     - 1971     GOOD             NGS
 EW0729
 EW0729                          STATION DESCRIPTION
 EW0729
 EW0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0729'21.2 MI SE FROM PORTER TUNNEL.
 EW0729'21.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0729'SOUTH PORTAL OF THE PORTER TUNNEL, 0.07 MILE SOUTHEAST OF THE
 EW0729'CROSSING OF CONCRETE BRIDGE 324.46, 144 FEET NORTHEAST OF THE
 EW0729'CENTER LINE OF THE NORTHEAST LEVEE ROAD, 3 FEET NORTHWEST OF THE
 EW0729'11TH FENCE POST NORTHWEST OF A BRACE POST IN THE FENCE, 0.8
 EW0729'FOOT NORTHEAST OF A FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 EW0729'ABOUT 10 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0729'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 13,
 EW0729'T 7N, R 15W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0714 ***********************************************************************
 EW0714  DESIGNATION -  326.51 B DWR
 EW0714  PID         -  EW0714
 EW0714  STATE/COUNTY-  CA/LOS ANGELES
 EW0714  USGS QUAD   -  LAKE HUGHES (1995)
 EW0714
 EW0714                         *CURRENT SURVEY CONTROL
 EW0714  ___________________________________________________________________
 EW0714* NAD 83(1986)-  34 41 26.     (N)    118 23 18.     (W)     SCALED    
 EW0714* NAVD 88     -       901.06   (+/-2cm)    2956.2    (feet)  VERTCON   
 EW0714  ___________________________________________________________________
 EW0714  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0714
 EW0714.The horizontal coordinates were scaled from a topographic map and have
 EW0714.an estimated accuracy of +/- 6 seconds.
 EW0714
 EW0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0714.The vertical order pertains to the NGVD 29 superseded value.
 EW0714
 EW0714.The geoid height was determined by GEOID03.
 EW0714
 EW0714;                    North         East    Units  Estimated Accuracy
 EW0714;SPC CA 5     -   632,130.    1,964,420.      MT  (+/- 180 meters Scaled)
 EW0714
 EW0714                          SUPERSEDED SURVEY CONTROL
 EW0714
 EW0714  NGVD 29 (??/??/92)  900.177  (m)         2953.33   (f) ADJ UNCH    2 0
 EW0714
 EW0714.Superseded values are not recommended for survey control.
 EW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0714.See file dsdata.txt to determine how the superseded data were derived.
 EW0714
 EW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU728396(NAD 83)
 EW0714_MARKER: DD = SURVEY DISK
 EW0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0714_SP_SET: CONCRETE LINING
 EW0714_STAMPING: MILE 326.51 B
 EW0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0714
 EW0714  HISTORY     - Date     Condition        Report By
 EW0714  HISTORY     - UNK      MONUMENTED       CADWR
 EW0714  HISTORY     - 1971     GOOD             NGS
 EW0714
 EW0714                          STATION DESCRIPTION
 EW0714
 EW0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0714'23.2 MI SE FROM PORTER TUNNEL.
 EW0714'23.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0714'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0714'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0714'OF THE AQUEDUCT, 47.8 FEET SOUTHEAST OF BENCH MARK S 1221 AND
 EW0714'MILEAGE 326.50, 1.0 FOOT SOUTHEAST OF THE CENTER OF A STEEL
 EW0714'LADDER, ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW0714'17, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1128 ***********************************************************************
 DX1128  DESIGNATION -  326.61
 DX1128  PID         -  DX1128
 DX1128  STATE/COUNTY-  CA/SAN DIEGO
 DX1128  USGS QUAD   -  ESCONDIDO (1975)
 DX1128
 DX1128                         *CURRENT SURVEY CONTROL
 DX1128  ___________________________________________________________________
 DX1128* NAD 83(1986)-  33 03 19.     (N)    117 04 18.     (W)     SCALED    
 DX1128* NAVD 88     -       100.17   (+/-2cm)     328.6    (feet)  VERTCON   
 DX1128  ___________________________________________________________________
 DX1128  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DX1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1128
 DX1128.The horizontal coordinates were scaled from a topographic map and have
 DX1128.an estimated accuracy of +/- 6 seconds.
 DX1128
 DX1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1128.The vertical order pertains to the NGVD 29 superseded value.
 DX1128
 DX1128.The geoid height was determined by GEOID03.
 DX1128
 DX1128;                    North         East    Units  Estimated Accuracy
 DX1128;SPC CA 6     -   598,850.    1,923,260.      MT  (+/- 180 meters Scaled)
 DX1128
 DX1128                          SUPERSEDED SURVEY CONTROL
 DX1128
 DX1128  NGVD 29 (??/??/??)   99.518  (m)          326.50   (f) ADJUSTED    2 0
 DX1128
 DX1128.Superseded values are not recommended for survey control.
 DX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1128.See file dsdata.txt to determine how the superseded data were derived.
 DX1128
 DX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS933574(NAD 83)
 DX1128_MARKER: Q = CHISELED SQUARE
 DX1128_SETTING: 0 = UNSPECIFIED SETTING
 DX1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1128
 DX1128  HISTORY     - Date     Condition        Report By
 DX1128  HISTORY     - UNK      MONUMENTED       USGS
 DX1128  HISTORY     - 1955     GOOD             NGS
 DX1128
 DX1128                          STATION DESCRIPTION
 DX1128
 DX1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1128'5.7 MI S FROM ESCONDIDO.
 DX1128'5.6 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE CITY PARK AT
 DX1128'ESCONDIDO, THENCE 0.1 MILE NORTHWEST ALONG A PAVED ROAD (OLD
 DX1128'U.S. HIGHWAY 395), AT CONCRETE BRIDGE 57.40, AT THE NORTHWEST
 DX1128'END, ON THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST END OF THE
 DX1128'CONCRETE WING WALL, 62 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 DX1128'THE ROAD, 9 FEET SOUTHWEST OF THE SOUTH CORNER OF THE NORTHWEST
 DX1128'CONCRETE GUARDRAIL, 0.4 FOOT SOUTHEAST OF THE CENTER LINE OF
 DX1128'A DIRT TRACK ROAD LEADING WEST, ABOUT 1 1/2 FEET LOWER THAN
 DX1128'THE PAVED ROAD, AND PAINTED ON THE END OF THE GUARDRAIL B.M.
 DX1128'326.61.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0711 ***********************************************************************
 EW0711  DESIGNATION -  326.8 A DWR
 EW0711  PID         -  EW0711
 EW0711  STATE/COUNTY-  CA/LOS ANGELES
 EW0711  USGS QUAD   -  LAKE HUGHES (1995)
 EW0711
 EW0711                         *CURRENT SURVEY CONTROL
 EW0711  ___________________________________________________________________
 EW0711* NAD 83(1986)-  34 41 18.     (N)    118 23 09.     (W)     SCALED    
 EW0711* NAVD 88     -       902.29   (+/-2cm)    2960.3    (feet)  VERTCON   
 EW0711  ___________________________________________________________________
 EW0711  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0711
 EW0711.The horizontal coordinates were scaled from a topographic map and have
 EW0711.an estimated accuracy of +/- 6 seconds.
 EW0711
 EW0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0711.The vertical order pertains to the NGVD 29 superseded value.
 EW0711
 EW0711.The geoid height was determined by GEOID03.
 EW0711
 EW0711;                    North         East    Units  Estimated Accuracy
 EW0711;SPC CA 5     -   631,880.    1,964,650.      MT  (+/- 180 meters Scaled)
 EW0711
 EW0711                          SUPERSEDED SURVEY CONTROL
 EW0711
 EW0711  NGVD 29 (??/??/92)  901.408  (m)         2957.37   (f) ADJ UNCH    2 0
 EW0711
 EW0711.Superseded values are not recommended for survey control.
 EW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0711.See file dsdata.txt to determine how the superseded data were derived.
 EW0711
 EW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU730393(NAD 83)
 EW0711_MARKER: DD = SURVEY DISK
 EW0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0711_SP_SET: WALL
 EW0711_STAMPING: 326.8 A 1971
 EW0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0711
 EW0711  HISTORY     - Date     Condition        Report By
 EW0711  HISTORY     - 1971     MONUMENTED       CADWR
 EW0711  HISTORY     - 1971     GOOD             NGS
 EW0711
 EW0711                          STATION DESCRIPTION
 EW0711
 EW0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0711'23.5 MI SE FROM PORTER TUNNEL.
 EW0711'23.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0711'SOUTH PORTAL OF THE PORTER TUNNEL, AT WILLOW SIPHON 326.77,
 EW0711'IN THE TOP AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END OF
 EW0711'THE NORTHWEST CONCRETE WALL OF THE SIPHON, 1.8 FEET EAST OF THE
 EW0711'NORTHEAST END OF A GUARDRAIL, AND ABOUT 1 1/2 FEET LOWER THAN
 EW0711'THE NORTHEAST LEVEE ROAD.  SECTION 17, T7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0712 ***********************************************************************
 EW0712  DESIGNATION -  326.8 B DWR
 EW0712  PID         -  EW0712
 EW0712  STATE/COUNTY-  CA/LOS ANGELES
 EW0712  USGS QUAD   -  LAKE HUGHES (1995)
 EW0712
 EW0712                         *CURRENT SURVEY CONTROL
 EW0712  ___________________________________________________________________
 EW0712* NAD 83(1986)-  34 41 19.     (N)    118 23 08.     (W)     SCALED    
 EW0712* NAVD 88     -       901.09   (+/-2cm)    2956.3    (feet)  VERTCON   
 EW0712  ___________________________________________________________________
 EW0712  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0712
 EW0712.The horizontal coordinates were scaled from a topographic map and have
 EW0712.an estimated accuracy of +/- 6 seconds.
 EW0712
 EW0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0712.The vertical order pertains to the NGVD 29 superseded value.
 EW0712
 EW0712.The geoid height was determined by GEOID03.
 EW0712
 EW0712;                    North         East    Units  Estimated Accuracy
 EW0712;SPC CA 5     -   631,910.    1,964,670.      MT  (+/- 180 meters Scaled)
 EW0712
 EW0712                          SUPERSEDED SURVEY CONTROL
 EW0712
 EW0712  NGVD 29 (??/??/92)  900.207  (m)         2953.43   (f) ADJ UNCH    2 0
 EW0712
 EW0712.Superseded values are not recommended for survey control.
 EW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0712.See file dsdata.txt to determine how the superseded data were derived.
 EW0712
 EW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU730393(NAD 83)
 EW0712_MARKER: DD = SURVEY DISK
 EW0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0712_SP_SET: CONCRETE LINING
 EW0712_STAMPING: MILE 326.8 B
 EW0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0712
 EW0712  HISTORY     - Date     Condition        Report By
 EW0712  HISTORY     - UNK      MONUMENTED       CADWR
 EW0712  HISTORY     - 1971     GOOD             NGS
 EW0712
 EW0712                          STATION DESCRIPTION
 EW0712
 EW0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0712'23.5 MI SE FROM PORTER TUNNEL.
 EW0712'23.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0712'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE CONCRETE LINING OF
 EW0712'THE AQUEDUCT, 46.0 FEET NORTHWEST OF THE NORTH END OF THE NORTH
 EW0712'CONCRETE WING WALL OF THE INLET AND CHECK STRUCTURE OF WILLOW
 EW0712'SIPHON, 23.0 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER,
 EW0712'ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW0712'17, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1792 ***********************************************************************
 EW1792  DESIGNATION -  326.801 C OF LA
 EW1792  PID         -  EW1792
 EW1792  STATE/COUNTY-  CA/LOS ANGELES
 EW1792  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1792
 EW1792                         *CURRENT SURVEY CONTROL
 EW1792  ___________________________________________________________________
 EW1792* NAD 83(1986)-  34 03 13.     (N)    118 27 43.     (W)     SCALED    
 EW1792* NAVD 88     -       100.41   (+/-2cm)     329.4    (feet)  VERTCON   
 EW1792  ___________________________________________________________________
 EW1792  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EW1792  VERT ORDER  -  THIRD (See Below)
 EW1792
 EW1792.The horizontal coordinates were scaled from a topographic map and have
 EW1792.an estimated accuracy of +/- 6 seconds.
 EW1792
 EW1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1792.The vertical order pertains to the NGVD 29 superseded value.
 EW1792
 EW1792.The geoid height was determined by GEOID03.
 EW1792
 EW1792;                    North         East    Units  Estimated Accuracy
 EW1792;SPC CA 5     -   561,510.    1,957,350.      MT  (+/- 180 meters Scaled)
 EW1792
 EW1792                          SUPERSEDED SURVEY CONTROL
 EW1792
 EW1792  NGVD 29 (??/??/??)   99.64   (m)          326.9    (f) RESET       3  
 EW1792
 EW1792.Superseded values are not recommended for survey control.
 EW1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1792.See file dsdata.txt to determine how the superseded data were derived.
 EW1792
 EW1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT650690(NAD 83)
 EW1792_MARKER: S = SPIKE
 EW1792_SETTING: 0 = UNSPECIFIED SETTING
 EW1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1792
 EW1792  HISTORY     - Date     Condition        Report By
 EW1792  HISTORY     - UNK      MONUMENTED       CA1980
 EW1792  HISTORY     - 1945     GOOD             NGS
 EW1792
 EW1792                          STATION DESCRIPTION
 EW1792
 EW1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1792'AT LOS ANGELES.
 EW1792'AT LOS ANGELES NEAR THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1792'AND FEDERAL AVENUE.  LOCATED IN A PEDESTRIAN SUBWAY HEADWALL
 EW1792'(AND IN THE WEST END OF SAME), 6.5 FEET SOUTH OF THE SOUTH
 EW1792'CURBLINE OF THE NORTH ROADWAY OF SAN VICENTE BOULEVARD, 11.0 FEET
 EW1792'EAST OF THE WEST END OF PARKWAY CURB, AND ABOUT 176 FEET EAST
 EW1792'OF FEDERAL AVENUE (CITY OF LOS ANGELES MEASUREMENT.)  A CUT
 EW1792'SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0709 ***********************************************************************
 EW0709  DESIGNATION -  326.9 A DWR
 EW0709  PID         -  EW0709
 EW0709  STATE/COUNTY-  CA/LOS ANGELES
 EW0709  USGS QUAD   -  LAKE HUGHES (1995)
 EW0709
 EW0709                         *CURRENT SURVEY CONTROL
 EW0709  ___________________________________________________________________
 EW0709* NAD 83(1986)-  34 41 18.     (N)    118 22 55.     (W)     SCALED    
 EW0709* NAVD 88     -       902.02   (+/-2cm)    2959.4    (feet)  VERTCON   
 EW0709  ___________________________________________________________________
 EW0709  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0709
 EW0709.The horizontal coordinates were scaled from a topographic map and have
 EW0709.an estimated accuracy of +/- 6 seconds.
 EW0709
 EW0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0709.The vertical order pertains to the NGVD 29 superseded value.
 EW0709
 EW0709.The geoid height was determined by GEOID03.
 EW0709
 EW0709;                    North         East    Units  Estimated Accuracy
 EW0709;SPC CA 5     -   631,880.    1,965,000.      MT  (+/- 180 meters Scaled)
 EW0709
 EW0709                          SUPERSEDED SURVEY CONTROL
 EW0709
 EW0709  NGVD 29 (??/??/92)  901.137  (m)         2956.48   (f) ADJ UNCH    2 0
 EW0709
 EW0709.Superseded values are not recommended for survey control.
 EW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0709.See file dsdata.txt to determine how the superseded data were derived.
 EW0709
 EW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU734393(NAD 83)
 EW0709_MARKER: DD = SURVEY DISK
 EW0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0709_SP_SET: SIPHON
 EW0709_STAMPING: 326.9 A 1971
 EW0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0709
 EW0709  HISTORY     - Date     Condition        Report By
 EW0709  HISTORY     - 1971     MONUMENTED       CADWR
 EW0709  HISTORY     - 1971     GOOD             NGS
 EW0709
 EW0709                          STATION DESCRIPTION
 EW0709
 EW0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0709'23.8 MI SE FROM PORTER TUNNEL.
 EW0709'23.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0709'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP AND AT THE
 EW0709'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 EW0709'OUTLET STRUCTURE OF THE WILLOW SIPHON 326.95, 0.7 FOOT SOUTHWEST
 EW0709'OF THE NORTHEAST END OF THE ABUTMENT, 1.1 FOOT NORTHEAST OF
 EW0709'THE NORTHEAST END OF A GUARDRAIL, ABOUT 1.5 FOOT LOWER THAN
 EW0709'THE NORTHEAST LEVEE ROAD.  SECTION 20, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0708 ***********************************************************************
 EW0708  DESIGNATION -  326.9 B DWR
 EW0708  PID         -  EW0708
 EW0708  STATE/COUNTY-  CA/LOS ANGELES
 EW0708  USGS QUAD   -  LAKE HUGHES (1995)
 EW0708
 EW0708                         *CURRENT SURVEY CONTROL
 EW0708  ___________________________________________________________________
 EW0708* NAD 83(1986)-  34 41 18.     (N)    118 22 55.     (W)     SCALED    
 EW0708* NAVD 88     -       900.71   (+/-2cm)    2955.1    (feet)  VERTCON   
 EW0708  ___________________________________________________________________
 EW0708  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0708
 EW0708.The horizontal coordinates were scaled from a topographic map and have
 EW0708.an estimated accuracy of +/- 6 seconds.
 EW0708
 EW0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0708.The vertical order pertains to the NGVD 29 superseded value.
 EW0708
 EW0708.The geoid height was determined by GEOID03.
 EW0708
 EW0708;                    North         East    Units  Estimated Accuracy
 EW0708;SPC CA 5     -   631,880.    1,965,000.      MT  (+/- 180 meters Scaled)
 EW0708
 EW0708                          SUPERSEDED SURVEY CONTROL
 EW0708
 EW0708  NGVD 29 (??/??/92)  899.826  (m)         2952.18   (f) ADJ UNCH    2 0
 EW0708
 EW0708.Superseded values are not recommended for survey control.
 EW0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0708.See file dsdata.txt to determine how the superseded data were derived.
 EW0708
 EW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU734393(NAD 83)
 EW0708_MARKER: DD = SURVEY DISK
 EW0708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0708_SP_SET: SIPHON
 EW0708_STAMPING: MILE 326.9 B
 EW0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0708
 EW0708  HISTORY     - Date     Condition        Report By
 EW0708  HISTORY     - UNK      MONUMENTED       CADWR
 EW0708  HISTORY     - 1971     GOOD             NGS
 EW0708
 EW0708                          STATION DESCRIPTION
 EW0708
 EW0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0708'23.8 MI SE FROM PORTER TUNNEL.
 EW0708'23.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0708'SOUTH PORTAL OF THE PORTER TUNNEL, IN TOP OF THE NORTHEAST
 EW0708'LINING OF THE AQUEDUCT, 58 FEET SOUTHEAST OF THE EAST END OF
 EW0708'THE EAST CONCRETE WINGWALL OF THE WILLOW SIPHON OUTLET STRUCTURE,
 EW0708'42.5 FEET NORTHWEST OF THE CENTER OF A LADDER, ABOUT 6 FEET
 EW0708'LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 20, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0165 ***********************************************************************
 LT0165  DESIGNATION -  3269.77 CAHD
 LT0165  PID         -  LT0165
 LT0165  STATE/COUNTY-  CA/PLUMAS
 LT0165  USGS QUAD   -  CRESCENT MILLS (1994)
 LT0165
 LT0165                         *CURRENT SURVEY CONTROL
 LT0165  ___________________________________________________________________
 LT0165* NAD 83(1986)-  40 02 26.     (N)    120 58 05.     (W)     SCALED    
 LT0165* NAVD 88     -       997.975  (meters)    3274.19   (feet)  ADJUSTED  
 LT0165  ___________________________________________________________________
 LT0165  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 LT0165  DYNAMIC HT  -         997.206 (meters)    3271.67  (feet)  COMP
 LT0165  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 LT0165
 LT0165  VERT ORDER  -  SECOND    CLASS 0
 LT0165
 LT0165.The horizontal coordinates were scaled from a topographic map and have
 LT0165.an estimated accuracy of +/- 6 seconds.
 LT0165
 LT0165.The orthometric height was determined by differential leveling
 LT0165.and adjusted in June 1991.
 LT0165
 LT0165.The geoid height was determined by GEOID03.
 LT0165
 LT0165.The dynamic height is computed by dividing the NAVD 88
 LT0165.geopotential number by the normal gravity value computed on the
 LT0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0165.degrees latitude (g = 980.6199 gals.).
 LT0165
 LT0165.The modeled gravity was interpolated from observed gravity values.
 LT0165
 LT0165;                    North         East    Units  Estimated Accuracy
 LT0165;SPC CA 1     -   579,050.    2,088,070.      MT  (+/- 180 meters Scaled)
 LT0165
 LT0165                          SUPERSEDED SURVEY CONTROL
 LT0165
 LT0165  NGVD 29 (??/??/??)  997.051  (m)         3271.16   (f) ADJUSTED    2 0
 LT0165
 LT0165.Superseded values are not recommended for survey control.
 LT0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0165.See file dsdata.txt to determine how the superseded data were derived.
 LT0165
 LT0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK733342(NAD 83)
 LT0165_MARKER: S = SPIKE
 LT0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0165_SP_SET: TREE
 LT0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0165
 LT0165  HISTORY     - Date     Condition        Report By
 LT0165  HISTORY     - UNK      MONUMENTED       CADH
 LT0165  HISTORY     - 1935     GOOD             NGS
 LT0165
 LT0165                          STATION DESCRIPTION
 LT0165
 LT0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0165'2.3 MI NW FROM KEDDIE.
 LT0165'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 24 FROM KEDDIE, PLUMAS
 LT0165'COUNTY, 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 89 LEADING
 LT0165'NORTH, AT THE NORTH END OF A STONE CUT, ON THE WEST SIDE OF THE
 LT0165'ROAD, IN A 16-INCH PINE TREE, AND ABOUT 2-1/2 FEET ABOVE THE
 LT0165'GROUND.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0724 ***********************************************************************
 EW0724  DESIGNATION -  327.0 C DWR
 EW0724  PID         -  EW0724
 EW0724  STATE/COUNTY-  CA/LOS ANGELES
 EW0724  USGS QUAD   -  LAKE HUGHES (1995)
 EW0724
 EW0724                         *CURRENT SURVEY CONTROL
 EW0724  ___________________________________________________________________
 EW0724* NAD 83(1986)-  34 41 57.     (N)    118 24 26.     (W)     SCALED    
 EW0724* NAVD 88     -       901.37   (+/-2cm)    2957.2    (feet)  VERTCON   
 EW0724  ___________________________________________________________________
 EW0724  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0724
 EW0724.The horizontal coordinates were scaled from a topographic map and have
 EW0724.an estimated accuracy of +/- 6 seconds.
 EW0724
 EW0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0724.The vertical order pertains to the NGVD 29 superseded value.
 EW0724
 EW0724.The geoid height was determined by GEOID03.
 EW0724
 EW0724;                    North         East    Units  Estimated Accuracy
 EW0724;SPC CA 5     -   633,090.    1,962,690.      MT  (+/- 180 meters Scaled)
 EW0724
 EW0724                          SUPERSEDED SURVEY CONTROL
 EW0724
 EW0724  NGVD 29 (??/??/92)  900.487  (m)         2954.35   (f) ADJ UNCH    2 0
 EW0724
 EW0724.Superseded values are not recommended for survey control.
 EW0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0724.See file dsdata.txt to determine how the superseded data were derived.
 EW0724
 EW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU711405(NAD 83)
 EW0724_MARKER: DD = SURVEY DISK
 EW0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0724_STAMPING: 327.0 C 1968
 EW0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0724+STABILITY: SURFACE MOTION
 EW0724
 EW0724  HISTORY     - Date     Condition        Report By
 EW0724  HISTORY     - 1968     MONUMENTED       CADWR
 EW0724  HISTORY     - 1971     GOOD             NGS
 EW0724
 EW0724                          STATION DESCRIPTION
 EW0724
 EW0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0724'21.8 MI SE FROM PORTER TUNNEL.
 EW0724'21.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0724'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE WEST END OF A SHALLOW
 EW0724'CUT.  162.0 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE
 EW0724'ROAD, 20.5 FEET WEST OF A ANGLE IN THE NORTH RIGHT-OF-WAY FENCE,
 EW0724'20.5 FEET WEST OF A BRACED FENCE POST, 0.9 OF A FOOT NORTH OF
 EW0724'A FENCE, 1.1 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 EW0724'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0724'PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION 18,. T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0703 ***********************************************************************
 EW0703  DESIGNATION -  327.3 B DWR
 EW0703  PID         -  EW0703
 EW0703  STATE/COUNTY-  CA/LOS ANGELES
 EW0703  USGS QUAD   -  LAKE HUGHES (1995)
 EW0703
 EW0703                         *CURRENT SURVEY CONTROL
 EW0703  ___________________________________________________________________
 EW0703* NAD 83(1986)-  34 41 03.     (N)    118 22 48.     (W)     SCALED    
 EW0703* NAVD 88     -       900.77   (+/-2cm)    2955.3    (feet)  VERTCON   
 EW0703  ___________________________________________________________________
 EW0703  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0703
 EW0703.The horizontal coordinates were scaled from a topographic map and have
 EW0703.an estimated accuracy of +/- 6 seconds.
 EW0703
 EW0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0703.The vertical order pertains to the NGVD 29 superseded value.
 EW0703
 EW0703.The geoid height was determined by GEOID03.
 EW0703
 EW0703;                    North         East    Units  Estimated Accuracy
 EW0703;SPC CA 5     -   631,420.    1,965,180.      MT  (+/- 180 meters Scaled)
 EW0703
 EW0703                          SUPERSEDED SURVEY CONTROL
 EW0703
 EW0703  NGVD 29 (??/??/92)  899.888  (m)         2952.38   (f) ADJ UNCH    2 0
 EW0703
 EW0703.Superseded values are not recommended for survey control.
 EW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0703.See file dsdata.txt to determine how the superseded data were derived.
 EW0703
 EW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU735388(NAD 83)
 EW0703_MARKER: DD = SURVEY DISK
 EW0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0703_SP_SET: CONCRETE LINING
 EW0703_STAMPING: MILE 327.3 B
 EW0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0703
 EW0703  HISTORY     - Date     Condition        Report By
 EW0703  HISTORY     - UNK      MONUMENTED       CADWR
 EW0703  HISTORY     - 1971     GOOD             NGS
 EW0703
 EW0703                          STATION DESCRIPTION
 EW0703
 EW0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0703'24.1 MI SE FROM PORTER TUNNEL.
 EW0703'24.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0703'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0703'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0703'LINING OF THE AQUEDUCT, 188 FEET SOUTHEAST OF THE CENTER OF
 EW0703'A STEEL LADDER, ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0703'ROAD.  SECTION 20, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0702 ***********************************************************************
 EW0702  DESIGNATION -  327.4 B DWR
 EW0702  PID         -  EW0702
 EW0702  STATE/COUNTY-  CA/LOS ANGELES
 EW0702  USGS QUAD   -  LAKE HUGHES (1995)
 EW0702
 EW0702                         *CURRENT SURVEY CONTROL
 EW0702  ___________________________________________________________________
 EW0702* NAD 83(1986)-  34 40 59.     (N)    118 22 44.     (W)     SCALED    
 EW0702* NAVD 88     -       900.84   (+/-2cm)    2955.5    (feet)  VERTCON   
 EW0702  ___________________________________________________________________
 EW0702  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0702
 EW0702.The horizontal coordinates were scaled from a topographic map and have
 EW0702.an estimated accuracy of +/- 6 seconds.
 EW0702
 EW0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0702.The vertical order pertains to the NGVD 29 superseded value.
 EW0702
 EW0702.The geoid height was determined by GEOID03.
 EW0702
 EW0702;                    North         East    Units  Estimated Accuracy
 EW0702;SPC CA 5     -   631,300.    1,965,280.      MT  (+/- 180 meters Scaled)
 EW0702
 EW0702                          SUPERSEDED SURVEY CONTROL
 EW0702
 EW0702  NGVD 29 (??/??/92)  899.949  (m)         2952.58   (f) ADJ UNCH    2 0
 EW0702
 EW0702.Superseded values are not recommended for survey control.
 EW0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0702.See file dsdata.txt to determine how the superseded data were derived.
 EW0702
 EW0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU736387(NAD 83)
 EW0702_MARKER: DD = SURVEY DISK
 EW0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0702_SP_SET: CONCRETE LINING
 EW0702_STAMPING: MILE 327.4 B
 EW0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0702
 EW0702  HISTORY     - Date     Condition        Report By
 EW0702  HISTORY     - UNK      MONUMENTED       CADWR
 EW0702  HISTORY     - 1971     GOOD             NGS
 EW0702
 EW0702                          STATION DESCRIPTION
 EW0702
 EW0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0702'24.2 MI SE FROM PORTER TUNNEL.
 EW0702'24.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0702'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0702'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE LINING
 EW0702'OF THE AQUEDUCT, 17 FEET EAST OF THE CENTER OF A STEEL LADDER,
 EW0702'ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 20,
 EW0702'T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0700 ***********************************************************************
 EW0700  DESIGNATION -  327.5 B DWR
 EW0700  PID         -  EW0700
 EW0700  STATE/COUNTY-  CA/LOS ANGELES
 EW0700  USGS QUAD   -  LAKE HUGHES (1995)
 EW0700
 EW0700                         *CURRENT SURVEY CONTROL
 EW0700  ___________________________________________________________________
 EW0700* NAD 83(1986)-  34 40 56.     (N)    118 22 40.     (W)     SCALED    
 EW0700* NAVD 88     -       900.79   (+/-2cm)    2955.3    (feet)  VERTCON   
 EW0700  ___________________________________________________________________
 EW0700  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0700  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0700
 EW0700.The horizontal coordinates were scaled from a topographic map and have
 EW0700.an estimated accuracy of +/- 6 seconds.
 EW0700
 EW0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0700.The vertical order pertains to the NGVD 29 superseded value.
 EW0700
 EW0700.The geoid height was determined by GEOID03.
 EW0700
 EW0700;                    North         East    Units  Estimated Accuracy
 EW0700;SPC CA 5     -   631,200.    1,965,380.      MT  (+/- 180 meters Scaled)
 EW0700
 EW0700                          SUPERSEDED SURVEY CONTROL
 EW0700
 EW0700  NGVD 29 (??/??/92)  899.902  (m)         2952.43   (f) ADJ UNCH    2 0
 EW0700
 EW0700.Superseded values are not recommended for survey control.
 EW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0700.See file dsdata.txt to determine how the superseded data were derived.
 EW0700
 EW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU737386(NAD 83)
 EW0700_MARKER: DD = SURVEY DISK
 EW0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0700_SP_SET: CONCRETE LINING
 EW0700_STAMPING: 327.5 B 1971
 EW0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0700
 EW0700  HISTORY     - Date     Condition        Report By
 EW0700  HISTORY     - 1971     MONUMENTED       CADWR
 EW0700  HISTORY     - 1971     GOOD             NGS
 EW0700
 EW0700                          STATION DESCRIPTION
 EW0700
 EW0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0700'24.4 MI SE FROM PORTER TUNNEL.
 EW0700'24.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0700'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE MILEAGE
 EW0700'327.50 PAINTED ON LINING, IN TOP OF THE NORTHEAST LINING OF
 EW0700'THE AQUEDUCT, 121 FEET SOUTH AND ACROSS THE LEVEE ROAD FROM
 EW0700'BENCH MARK 329.5 C (DWR), ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0700'LEVEE ROAD.  SECTION 20, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0699 ***********************************************************************
 EW0699  DESIGNATION -  327.51 B DWR
 EW0699  PID         -  EW0699
 EW0699  STATE/COUNTY-  CA/LOS ANGELES
 EW0699  USGS QUAD   -  LAKE HUGHES (1995)
 EW0699
 EW0699                         *CURRENT SURVEY CONTROL
 EW0699  ___________________________________________________________________
 EW0699* NAD 83(1986)-  34 40 56.     (N)    118 22 41.     (W)     SCALED    
 EW0699* NAVD 88     -       900.77   (+/-2cm)    2955.3    (feet)  VERTCON   
 EW0699  ___________________________________________________________________
 EW0699  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0699
 EW0699.The horizontal coordinates were scaled from a topographic map and have
 EW0699.an estimated accuracy of +/- 6 seconds.
 EW0699
 EW0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0699.The vertical order pertains to the NGVD 29 superseded value.
 EW0699
 EW0699.The geoid height was determined by GEOID03.
 EW0699
 EW0699;                    North         East    Units  Estimated Accuracy
 EW0699;SPC CA 5     -   631,200.    1,965,360.      MT  (+/- 180 meters Scaled)
 EW0699
 EW0699                          SUPERSEDED SURVEY CONTROL
 EW0699
 EW0699  NGVD 29 (??/??/92)  899.88   (m)         2952.4    (f) COMPUTED    2 0
 EW0699
 EW0699.Superseded values are not recommended for survey control.
 EW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0699.See file dsdata.txt to determine how the superseded data were derived.
 EW0699
 EW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU737386(NAD 83)
 EW0699_MARKER: DD = SURVEY DISK
 EW0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0699_SP_SET: CONCRETE LINING
 EW0699_STAMPING: MILE 327.51 B
 EW0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0699
 EW0699  HISTORY     - Date     Condition        Report By
 EW0699  HISTORY     - UNK      MONUMENTED       CADWR
 EW0699  HISTORY     - 1971     GOOD             NGS
 EW0699
 EW0699                          STATION DESCRIPTION
 EW0699
 EW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0699'24.4 MI SE FROM PORTER TUNNEL.
 EW0699'24.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0699'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0699'UNDER THE AQUEDUCT, IN THE TOP OF THE CONCRETE LINING OF THE
 EW0699'AQUEDUCT, 98.5 FEET SOUTHEAST OF BENCH MARK 327.50 (DWR), ABOUT
 EW0699'6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 20, T 7N,
 EW0699'R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0645 ***********************************************************************
 EW0645  DESIGNATION -  327.8 B DWR
 EW0645  PID         -  EW0645
 EW0645  STATE/COUNTY-  CA/LOS ANGELES
 EW0645  USGS QUAD   -  DEL SUR (1995)
 EW0645
 EW0645                         *CURRENT SURVEY CONTROL
 EW0645  ___________________________________________________________________
 EW0645* NAD 83(1986)-  34 40 55.     (N)    118 22 27.     (W)     SCALED    
 EW0645* NAVD 88     -       900.70   (+/-2cm)    2955.0    (feet)  VERTCON   
 EW0645  ___________________________________________________________________
 EW0645  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0645  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0645
 EW0645.The horizontal coordinates were scaled from a topographic map and have
 EW0645.an estimated accuracy of +/- 6 seconds.
 EW0645
 EW0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0645.The vertical order pertains to the NGVD 29 superseded value.
 EW0645
 EW0645.The geoid height was determined by GEOID03.
 EW0645
 EW0645;                    North         East    Units  Estimated Accuracy
 EW0645;SPC CA 5     -   631,170.    1,965,710.      MT  (+/- 180 meters Scaled)
 EW0645
 EW0645                          SUPERSEDED SURVEY CONTROL
 EW0645
 EW0645  NGVD 29 (??/??/92)  899.811  (m)         2952.13   (f) ADJ UNCH    2 0
 EW0645
 EW0645.Superseded values are not recommended for survey control.
 EW0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0645.See file dsdata.txt to determine how the superseded data were derived.
 EW0645
 EW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU741386(NAD 83)
 EW0645_MARKER: DD = SURVEY DISK
 EW0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0645_SP_SET: CONCRETE LINING
 EW0645_STAMPING: MILE 327.8 B
 EW0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0645
 EW0645  HISTORY     - Date     Condition        Report By
 EW0645  HISTORY     - UNK      MONUMENTED       CADWR
 EW0645  HISTORY     - 1971     GOOD             NGS
 EW0645
 EW0645                          STATION DESCRIPTION
 EW0645
 EW0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0645'24.6 MI SE FROM PORTER TUNNEL.
 EW0645'24.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0645'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0645'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0645'LINING OF THE AQUEDUCT, 14.5 FEET NORTHWEST OF THE CENTER OF
 EW0645'A STEEL LADDER, ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0645'SECTION 21, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0719 ***********************************************************************
 EW0719  DESIGNATION -  327.8 C DWR
 EW0719  PID         -  EW0719
 EW0719  STATE/COUNTY-  CA/LOS ANGELES
 EW0719  USGS QUAD   -  LAKE HUGHES (1995)
 EW0719
 EW0719                         *CURRENT SURVEY CONTROL
 EW0719  ___________________________________________________________________
 EW0719* NAD 83(1986)-  34 41 39.     (N)    118 23 44.     (W)     SCALED    
 EW0719* NAVD 88     -       887.56   (+/-2cm)    2911.9    (feet)  VERTCON   
 EW0719  ___________________________________________________________________
 EW0719  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0719
 EW0719.The horizontal coordinates were scaled from a topographic map and have
 EW0719.an estimated accuracy of +/- 6 seconds.
 EW0719
 EW0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0719.The vertical order pertains to the NGVD 29 superseded value.
 EW0719
 EW0719.The geoid height was determined by GEOID03.
 EW0719
 EW0719;                    North         East    Units  Estimated Accuracy
 EW0719;SPC CA 5     -   632,530.    1,963,760.      MT  (+/- 180 meters Scaled)
 EW0719
 EW0719                          SUPERSEDED SURVEY CONTROL
 EW0719
 EW0719  NGVD 29 (??/??/92)  886.678  (m)         2909.04   (f) ADJ UNCH    2 0
 EW0719
 EW0719.Superseded values are not recommended for survey control.
 EW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0719.See file dsdata.txt to determine how the superseded data were derived.
 EW0719
 EW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU721400(NAD 83)
 EW0719_MARKER: DD = SURVEY DISK
 EW0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0719_STAMPING: 327.8 C 1968
 EW0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0719+STABILITY: SURFACE MOTION
 EW0719
 EW0719  HISTORY     - Date     Condition        Report By
 EW0719  HISTORY     - 1968     MONUMENTED       CADWR
 EW0719  HISTORY     - 1971     GOOD             NGS
 EW0719
 EW0719                          STATION DESCRIPTION
 EW0719
 EW0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0719'22.6 MI SE FROM PORTER TUNNEL.
 EW0719'22.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0719'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE NORTHWEST OF
 EW0719'BRIDGE 325.92, AT THE T JUNCTION OF FENCES, ABOUT 150 FEET
 EW0719'NORTHEAST OF THE NORTHEAST LEVEE ROAD, 12.5 FEET EAST OF A
 EW0719'T FENCE JUNCTION, 0.8 OF A FOOT NORTH OF THE EAST-WEST FENCE.  1.6
 EW0719'FEET NORTHWEST OF A WITNESS POST, ABOUT 50 FEET LOWER THAN
 EW0719'THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0719'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 18, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0466 ***********************************************************************
 KS0466  DESIGNATION -  3276.1
 KS0466  PID         -  KS0466
 KS0466  STATE/COUNTY-  CA/SIERRA
 KS0466  USGS QUAD   -  DOWNIEVILLE (1975)
 KS0466
 KS0466                         *CURRENT SURVEY CONTROL
 KS0466  ___________________________________________________________________
 KS0466* NAD 83(1986)-  39 33 12.     (N)    120 46 27.     (W)     SCALED    
 KS0466* NAVD 88     -       999.399  (meters)    3278.86   (feet)  ADJUSTED  
 KS0466  ___________________________________________________________________
 KS0466  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KS0466  DYNAMIC HT  -         998.562 (meters)    3276.12  (feet)  COMP
 KS0466  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 KS0466
 KS0466  VERT ORDER  -  SECOND    CLASS 0
 KS0466
 KS0466.The horizontal coordinates were scaled from a topographic map and have
 KS0466.an estimated accuracy of +/- 6 seconds.
 KS0466
 KS0466.The orthometric height was determined by differential leveling
 KS0466.and adjusted in June 1991.
 KS0466
 KS0466.The geoid height was determined by GEOID03.
 KS0466
 KS0466.The dynamic height is computed by dividing the NAVD 88
 KS0466.geopotential number by the normal gravity value computed on the
 KS0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0466.degrees latitude (g = 980.6199 gals.).
 KS0466
 KS0466.The modeled gravity was interpolated from observed gravity values.
 KS0466
 KS0466;                    North         East    Units  Estimated Accuracy
 KS0466;SPC CA 2     -   710,140.    2,105,350.      MT  (+/- 180 meters Scaled)
 KS0466
 KS0466                          SUPERSEDED SURVEY CONTROL
 KS0466
 KS0466  NGVD 29 (??/??/??)  998.435  (m)         3275.70   (f) ADJUSTED    2 0
 KS0466
 KS0466.Superseded values are not recommended for survey control.
 KS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0466.See file dsdata.txt to determine how the superseded data were derived.
 KS0466
 KS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ912805(NAD 83)
 KS0466_MARKER: Q = CHISELED SQUARE
 KS0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0466_SP_SET: CULVERT
 KS0466_MARK LOGO: USGS  
 KS0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0466
 KS0466  HISTORY     - Date     Condition        Report By
 KS0466  HISTORY     - UNK      MONUMENTED       USGS
 KS0466  HISTORY     - 1934     GOOD             CGS
 KS0466
 KS0466                          STATION DESCRIPTION
 KS0466
 KS0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0466'3.6 MI E FROM DOWNIEVILLE.
 KS0466'3.6 MILES EAST ALONG STATE HIGHWAY 49 FROM DOWNIEVILLE, SIERRA
 KS0466'COUNTY, AT A 15-INCH CULVERT, AND ON THE TOP OF THE WEST
 KS0466'CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0096 ***********************************************************************
 HT0096  DESIGNATION -  328.08 CAHD
 HT0096  PID         -  HT0096
 HT0096  STATE/COUNTY-  CA/CONTRA COSTA
 HT0096  USGS QUAD   -  WALNUT CREEK (1995)
 HT0096
 HT0096                         *CURRENT SURVEY CONTROL
 HT0096  ___________________________________________________________________
 HT0096* NAD 83(1986)-  37 53 51.     (N)    122 05 55.     (W)     SCALED    
 HT0096* NAVD 88     -       100.80   (+/-2cm)     330.7    (feet)  VERTCON   
 HT0096  ___________________________________________________________________
 HT0096  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0096  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0096
 HT0096.The horizontal coordinates were scaled from a topographic map and have
 HT0096.an estimated accuracy of +/- 6 seconds.
 HT0096
 HT0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0096.The vertical order pertains to the NGVD 29 superseded value.
 HT0096
 HT0096.The geoid height was determined by GEOID03.
 HT0096
 HT0096;                    North         East    Units  Estimated Accuracy
 HT0096;SPC CA 3     -   656,300.    1,859,410.      MT  (+/- 180 meters Scaled)
 HT0096
 HT0096                          SUPERSEDED SURVEY CONTROL
 HT0096
 HT0096  NGVD 29 (??/??/92)   99.972  (m)          327.99   (f) ADJ UNCH    1 2
 HT0096
 HT0096.Superseded values are not recommended for survey control.
 HT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0096.See file dsdata.txt to determine how the superseded data were derived.
 HT0096
 HT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG792948(NAD 83)
 HT0096_MARKER: DD = SURVEY DISK
 HT0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0096_SP_SET: WALL
 HT0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0096
 HT0096  HISTORY     - Date     Condition        Report By
 HT0096  HISTORY     - UNK      MONUMENTED       CADH
 HT0096  HISTORY     - 1958     GOOD             NGS
 HT0096  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0096
 HT0096                          STATION DESCRIPTION
 HT0096
 HT0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0096'1.2 MI E FROM LAFAYETTE.
 HT0096'1.2 MILES EAST ALONG MOUNT DIABLO BOULEVARD FROM THE T JUNCTION
 HT0096'OF MORAGE ROAD AT LA FAYETTE, 0.1 MILE WEST OF THE INTERSECTION
 HT0096'OF STATE HIGHWAY 21 AND PLEASANT HILL ROAD, ALONG STATE HIGHWAY
 HT0096'21 FREEWAY, IN THE TOP OF THE WEST END OF A LONG CONCRETE
 HT0096'RETAINING WALL ALONG THE NORTH SIDE OF THE FREEWAY, 21 FEET NORTH
 HT0096'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, AND ABOUT
 HT0096'5 FEET HIGHER THAN THE HIGHWAY.
 HT0096
 HT0096                          STATION RECOVERY (1987)
 HT0096
 HT0096'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0643 ***********************************************************************
 EW0643  DESIGNATION -  328.1 B DWR
 EW0643  PID         -  EW0643
 EW0643  STATE/COUNTY-  CA/LOS ANGELES
 EW0643  USGS QUAD   -  DEL SUR (1995)
 EW0643
 EW0643                         *CURRENT SURVEY CONTROL
 EW0643  ___________________________________________________________________
 EW0643* NAD 83(1986)-  34 40 40.     (N)    118 22 00.     (W)     SCALED    
 EW0643* NAVD 88     -       900.68   (+/-2cm)    2955.0    (feet)  VERTCON   
 EW0643  ___________________________________________________________________
 EW0643  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0643
 EW0643.The horizontal coordinates were scaled from a topographic map and have
 EW0643.an estimated accuracy of +/- 6 seconds.
 EW0643
 EW0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0643.The vertical order pertains to the NGVD 29 superseded value.
 EW0643
 EW0643.The geoid height was determined by GEOID03.
 EW0643
 EW0643;                    North         East    Units  Estimated Accuracy
 EW0643;SPC CA 5     -   630,710.    1,966,400.      MT  (+/- 180 meters Scaled)
 EW0643
 EW0643                          SUPERSEDED SURVEY CONTROL
 EW0643
 EW0643  NGVD 29 (??/??/92)  899.791  (m)         2952.06   (f) ADJ UNCH    2 0
 EW0643
 EW0643.Superseded values are not recommended for survey control.
 EW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0643.See file dsdata.txt to determine how the superseded data were derived.
 EW0643
 EW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU747381(NAD 83)
 EW0643_MARKER: DD = SURVEY DISK
 EW0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0643_SP_SET: CONCRETE LINING
 EW0643_STAMPING: MILE 328.1 B
 EW0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0643
 EW0643  HISTORY     - Date     Condition        Report By
 EW0643  HISTORY     - UNK      MONUMENTED       CADWR
 EW0643  HISTORY     - 1971     GOOD             NGS
 EW0643
 EW0643                          STATION DESCRIPTION
 EW0643
 EW0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0643'25 MI SE FROM PORTER TUNNEL.
 EW0643'24.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0643'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0643'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE
 EW0643'LINING OF THE AQUEDUCT, 138.5 FEET EAST OF THE CENTER OF A STEEL
 EW0643'LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0643'SECTION 21, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1127 ***********************************************************************
 DX1127  DESIGNATION -  328.16
 DX1127  PID         -  DX1127
 DX1127  STATE/COUNTY-  CA/SAN DIEGO
 DX1127  USGS QUAD   -  ESCONDIDO (1975)
 DX1127
 DX1127                         *CURRENT SURVEY CONTROL
 DX1127  ___________________________________________________________________
 DX1127* NAD 83(1986)-  33 03 17.     (N)    117 04 19.     (W)     SCALED    
 DX1127* NAVD 88     -       100.67   (+/-2cm)     330.3    (feet)  VERTCON   
 DX1127  ___________________________________________________________________
 DX1127  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DX1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1127
 DX1127.The horizontal coordinates were scaled from a topographic map and have
 DX1127.an estimated accuracy of +/- 6 seconds.
 DX1127
 DX1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1127.The vertical order pertains to the NGVD 29 superseded value.
 DX1127
 DX1127.The geoid height was determined by GEOID03.
 DX1127
 DX1127;                    North         East    Units  Estimated Accuracy
 DX1127;SPC CA 6     -   598,790.    1,923,240.      MT  (+/- 180 meters Scaled)
 DX1127
 DX1127                          SUPERSEDED SURVEY CONTROL
 DX1127
 DX1127  NGVD 29 (??/??/??)  100.010  (m)          328.12   (f) ADJUSTED    2 0
 DX1127
 DX1127.Superseded values are not recommended for survey control.
 DX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1127.See file dsdata.txt to determine how the superseded data were derived.
 DX1127
 DX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS932573(NAD 83)
 DX1127_MARKER: Q = CHISELED SQUARE
 DX1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1127+STABILITY: SURFACE MOTION
 DX1127
 DX1127  HISTORY     - Date     Condition        Report By
 DX1127  HISTORY     - UNK      MONUMENTED       USGS
 DX1127  HISTORY     - 1955     MARK NOT FOUND   NGS
 DX1127  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1127
 DX1127                          STATION DESCRIPTION
 DX1127
 DX1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1127'5.6 MI S FROM ESCONDIDO.
 DX1127'5.6 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE CITY PARK AT
 DX1127'ESCONDIDO, SAN DIEGO COUNTY, THENCE 0.1 MILE NORTHWEST ALONG
 DX1127'OLD U.S. HIGHWAY 395, AT CONCRETE BRIDGE NO. 57-40 OVER LAKE
 DX1127'HODGES, 1.2 FEET SOUTHEAST OF THE FIFTEENTH CONCRETE POST
 DX1127'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, 10 FEET NORTHEAST
 DX1127'OF THE CENTERLINE OF THE HIGHWAY, ON THE NORTHEAST CURBING AND 0.5
 DX1127'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A CHISELED SQUARE.
 DX1127
 DX1127                          STATION RECOVERY (1960)
 DX1127
 DX1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0641 ***********************************************************************
 EW0641  DESIGNATION -  328.4 B DWR
 EW0641  PID         -  EW0641
 EW0641  STATE/COUNTY-  CA/LOS ANGELES
 EW0641  USGS QUAD   -  DEL SUR (1995)
 EW0641
 EW0641                         *CURRENT SURVEY CONTROL
 EW0641  ___________________________________________________________________
 EW0641* NAD 83(1986)-  34 40 36.     (N)    118 21 48.     (W)     SCALED    
 EW0641* NAVD 88     -       900.69   (+/-2cm)    2955.0    (feet)  VERTCON   
 EW0641  ___________________________________________________________________
 EW0641  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0641
 EW0641.The horizontal coordinates were scaled from a topographic map and have
 EW0641.an estimated accuracy of +/- 6 seconds.
 EW0641
 EW0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0641.The vertical order pertains to the NGVD 29 superseded value.
 EW0641
 EW0641.The geoid height was determined by GEOID03.
 EW0641
 EW0641;                    North         East    Units  Estimated Accuracy
 EW0641;SPC CA 5     -   630,580.    1,966,710.      MT  (+/- 180 meters Scaled)
 EW0641
 EW0641                          SUPERSEDED SURVEY CONTROL
 EW0641
 EW0641  NGVD 29 (??/??/92)  899.802  (m)         2952.10   (f) ADJ UNCH    2 0
 EW0641
 EW0641.Superseded values are not recommended for survey control.
 EW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0641.See file dsdata.txt to determine how the superseded data were derived.
 EW0641
 EW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU751380(NAD 83)
 EW0641_MARKER: DD = SURVEY DISK
 EW0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0641_SP_SET: CONCRETE LINING
 EW0641_STAMPING: 328.4 B MILE
 EW0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0641
 EW0641  HISTORY     - Date     Condition        Report By
 EW0641  HISTORY     - UNK      MONUMENTED       CADWR
 EW0641  HISTORY     - 1971     GOOD             NGS
 EW0641
 EW0641                          STATION DESCRIPTION
 EW0641
 EW0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0641'25.2 MI SE FROM PORTER TUNNEL.
 EW0641'25.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0641'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0641'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE CONCRETE LINING
 EW0641'OF THE AQUEDUCT, 97 FEET WEST OF THE CENTER OF A STEEL LADDER,
 EW0641'ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 21,
 EW0641'T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0765 ***********************************************************************
 FV0765  DESIGNATION -  328.4 USGS
 FV0765  PID         -  FV0765
 FV0765  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0765  USGS QUAD   -  NIPOMO (1965)
 FV0765
 FV0765                         *CURRENT SURVEY CONTROL
 FV0765  ___________________________________________________________________
 FV0765* NAD 83(1986)-  35 02 50.     (N)    120 28 51.     (W)     SCALED    
 FV0765* NAVD 88     -       100.89   (+/-2cm)     331.0    (feet)  VERTCON   
 FV0765  ___________________________________________________________________
 FV0765  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 FV0765  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0765
 FV0765.The horizontal coordinates were scaled from a topographic map and have
 FV0765.an estimated accuracy of +/- 6 seconds.
 FV0765
 FV0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0765.The vertical order pertains to the NGVD 29 superseded value.
 FV0765
 FV0765.The geoid height was determined by GEOID03.
 FV0765
 FV0765;                    North         East    Units  Estimated Accuracy
 FV0765;SPC CA 5     -   674,420.    1,773,700.      MT  (+/- 180 meters Scaled)
 FV0765
 FV0765                          SUPERSEDED SURVEY CONTROL
 FV0765
 FV0765  NGVD 29 (??/??/92)  100.040  (m)          328.21   (f) ADJ UNCH    1 2
 FV0765
 FV0765.Superseded values are not recommended for survey control.
 FV0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0765.See file dsdata.txt to determine how the superseded data were derived.
 FV0765
 FV0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD297811(NAD 83)
 FV0765_MARKER: Q = CHISELED SQUARE
 FV0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0765_SP_SET: HEADWALL
 FV0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0765
 FV0765  HISTORY     - Date     Condition        Report By
 FV0765  HISTORY     - UNK      MONUMENTED       USGS
 FV0765  HISTORY     - 1956     GOOD             NGS
 FV0765
 FV0765                          STATION DESCRIPTION
 FV0765
 FV0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0765'0.4 MI N FROM NIPOMO.
 FV0765'0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 101 FROM SAINT JOSPHS
 FV0765'CHURCH AT NIPOMO, AT THE T JUNCTION OF D STREET, AT 3- BY 4-FOOT
 FV0765'CONCRETE BOX CULVERT F-280+55 F-ML. 5.30 ON TOP OF THE CENTER
 FV0765'OF THE SOUTHWEST HEAD WALL, 91 FEET SOUTHEAST OF THE CENTER LINE
 FV0765'OF THE STREET, 31.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FV0765'HIGHWAY, AND ABOUT 4 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0639 ***********************************************************************
 EW0639  DESIGNATION -  328.5 A DWR
 EW0639  PID         -  EW0639
 EW0639  STATE/COUNTY-  CA/LOS ANGELES
 EW0639  USGS QUAD   -  DEL SUR (1995)
 EW0639
 EW0639                         *CURRENT SURVEY CONTROL
 EW0639  ___________________________________________________________________
 EW0639* NAD 83(1986)-  34 40 34.     (N)    118 21 38.     (W)     SCALED    
 EW0639* NAVD 88     -       904.51   (+/-2cm)    2967.5    (feet)  VERTCON   
 EW0639  ___________________________________________________________________
 EW0639  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0639
 EW0639.The horizontal coordinates were scaled from a topographic map and have
 EW0639.an estimated accuracy of +/- 6 seconds.
 EW0639
 EW0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0639.The vertical order pertains to the NGVD 29 superseded value.
 EW0639
 EW0639.The geoid height was determined by GEOID03.
 EW0639
 EW0639;                    North         East    Units  Estimated Accuracy
 EW0639;SPC CA 5     -   630,520.    1,966,960.      MT  (+/- 180 meters Scaled)
 EW0639
 EW0639                          SUPERSEDED SURVEY CONTROL
 EW0639
 EW0639  NGVD 29 (??/??/92)  903.620  (m)         2964.63   (f) ADJ UNCH    2 0
 EW0639
 EW0639.Superseded values are not recommended for survey control.
 EW0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0639.See file dsdata.txt to determine how the superseded data were derived.
 EW0639
 EW0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU753379(NAD 83)
 EW0639_MARKER: DD = SURVEY DISK
 EW0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0639_SP_SET: CURB
 EW0639_STAMPING: 328.5 A 1971
 EW0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0639
 EW0639  HISTORY     - Date     Condition        Report By
 EW0639  HISTORY     - 1971     MONUMENTED       CADWR
 EW0639  HISTORY     - 1971     GOOD             NGS
 EW0639
 EW0639                          STATION DESCRIPTION
 EW0639
 EW0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0639'25.4 MI SE FROM PORTER TUNNEL.
 EW0639'25.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0639'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0639'END OF THE NORTHWEST CONCRETE CURB OF BRIDGE 328.54, 0.5 OF A
 EW0639'FOOT SOUTHWEST OF THE NORTHEAST END OF THE CURB, AND ABOUT 1
 EW0639'FOOT ABOVE THE BRIDGE DECK.  SECTION 21, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0640 ***********************************************************************
 EW0640  DESIGNATION -  328.5 B DWR
 EW0640  PID         -  EW0640
 EW0640  STATE/COUNTY-  CA/LOS ANGELES
 EW0640  USGS QUAD   -  DEL SUR (1995)
 EW0640
 EW0640                         *CURRENT SURVEY CONTROL
 EW0640  ___________________________________________________________________
 EW0640* NAD 83(1986)-  34 40 34.     (N)    118 21 40.     (W)     SCALED    
 EW0640* NAVD 88     -       900.65   (+/-2cm)    2954.9    (feet)  VERTCON   
 EW0640  ___________________________________________________________________
 EW0640  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0640
 EW0640.The horizontal coordinates were scaled from a topographic map and have
 EW0640.an estimated accuracy of +/- 6 seconds.
 EW0640
 EW0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0640.The vertical order pertains to the NGVD 29 superseded value.
 EW0640
 EW0640.The geoid height was determined by GEOID03.
 EW0640
 EW0640;                    North         East    Units  Estimated Accuracy
 EW0640;SPC CA 5     -   630,520.    1,966,910.      MT  (+/- 180 meters Scaled)
 EW0640
 EW0640                          SUPERSEDED SURVEY CONTROL
 EW0640
 EW0640  NGVD 29 (??/??/92)  899.765  (m)         2951.98   (f) ADJ UNCH    2 0
 EW0640
 EW0640.Superseded values are not recommended for survey control.
 EW0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0640.See file dsdata.txt to determine how the superseded data were derived.
 EW0640
 EW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU753379(NAD 83)
 EW0640_MARKER: DD = SURVEY DISK
 EW0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0640_SP_SET: CONCRETE LINING
 EW0640_STAMPING: MILE 328.5 B
 EW0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0640
 EW0640  HISTORY     - Date     Condition        Report By
 EW0640  HISTORY     - UNK      MONUMENTED       CADWR
 EW0640  HISTORY     - 1971     GOOD             NGS
 EW0640
 EW0640                          STATION DESCRIPTION
 EW0640
 EW0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0640'25.4 MI SE FROM PORTER TUNNEL.
 EW0640'25.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0640'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0640'CONCRETE LINING OF THE AQUEDUCT, 107 FEET NORTHWEST OF THE
 EW0640'NORTHWEST EDGE OF CONCRETE BRIDGE 328.54, AND ABOUT 6.5 FEET LOWER
 EW0640'THAN THE NORTHEAST LEVEE ROAD.  SECTION 21, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0713 ***********************************************************************
 EW0713  DESIGNATION -  328.6 C DWR
 EW0713  PID         -  EW0713
 EW0713  STATE/COUNTY-  CA/LOS ANGELES
 EW0713  USGS QUAD   -  LAKE HUGHES (1995)
 EW0713
 EW0713                         *CURRENT SURVEY CONTROL
 EW0713  ___________________________________________________________________
 EW0713* NAD 83(1986)-  34 41 20.     (N)    118 23 09.     (W)     SCALED    
 EW0713* NAVD 88     -       892.79   (+/-2cm)    2929.1    (feet)  VERTCON   
 EW0713  ___________________________________________________________________
 EW0713  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EW0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0713
 EW0713.The horizontal coordinates were scaled from a topographic map and have
 EW0713.an estimated accuracy of +/- 6 seconds.
 EW0713
 EW0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0713.The vertical order pertains to the NGVD 29 superseded value.
 EW0713
 EW0713.The geoid height was determined by GEOID03.
 EW0713
 EW0713;                    North         East    Units  Estimated Accuracy
 EW0713;SPC CA 5     -   631,950.    1,964,650.      MT  (+/- 180 meters Scaled)
 EW0713
 EW0713                          SUPERSEDED SURVEY CONTROL
 EW0713
 EW0713  NGVD 29 (??/??/92)  891.903  (m)         2926.19   (f) ADJ UNCH    2 0
 EW0713
 EW0713.Superseded values are not recommended for survey control.
 EW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0713.See file dsdata.txt to determine how the superseded data were derived.
 EW0713
 EW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU730394(NAD 83)
 EW0713_MARKER: DD = SURVEY DISK
 EW0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0713_STAMPING: 328.6 C 1968
 EW0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0713+STABILITY: SURFACE MOTION
 EW0713
 EW0713  HISTORY     - Date     Condition        Report By
 EW0713  HISTORY     - 1968     MONUMENTED       CADWR
 EW0713  HISTORY     - 1971     GOOD             NGS
 EW0713
 EW0713                          STATION DESCRIPTION
 EW0713
 EW0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0713'23.4 MI SE FROM PORTER TUNNEL.
 EW0713'23.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0713'SOUTH PORTAL OF THE PORTER TUNNEL, ON A NORTHEAST-SOUTHWEST
 EW0713'RIDGE 0.07 MILE NORTHWEST OF WILLOW SIPHON INLET AND CHECK
 EW0713'326.77, 176 FEET NORTHEAST AND LOWER THAN THE CENTER OF THE
 EW0713'NORTHEAST LEVEE ROAD, 0.8 OF A FOOT NORTHEAST OF THE NORTHEAST
 EW0713'RIGHT-OF-WAY FENCE, 81 FEET SOUTHEAST OF A BRACED ANGLE FENCE
 EW0713'POST, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 35 FEET LOWER
 EW0713'THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0713'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 17, T 7N,
 EW0713'R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0636 ***********************************************************************
 EW0636  DESIGNATION -  328.9 B DWR
 EW0636  PID         -  EW0636
 EW0636  STATE/COUNTY-  CA/LOS ANGELES
 EW0636  USGS QUAD   -  DEL SUR (1995)
 EW0636
 EW0636                         *CURRENT SURVEY CONTROL
 EW0636  ___________________________________________________________________
 EW0636* NAD 83(1986)-  34 40 27.     (N)    118 21 22.     (W)     SCALED    
 EW0636* NAVD 88     -       900.59   (+/-2cm)    2954.7    (feet)  VERTCON   
 EW0636  ___________________________________________________________________
 EW0636  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0636
 EW0636.The horizontal coordinates were scaled from a topographic map and have
 EW0636.an estimated accuracy of +/- 6 seconds.
 EW0636
 EW0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0636.The vertical order pertains to the NGVD 29 superseded value.
 EW0636
 EW0636.The geoid height was determined by GEOID03.
 EW0636
 EW0636;                    North         East    Units  Estimated Accuracy
 EW0636;SPC CA 5     -   630,300.    1,967,370.      MT  (+/- 180 meters Scaled)
 EW0636
 EW0636                          SUPERSEDED SURVEY CONTROL
 EW0636
 EW0636  NGVD 29 (??/??/92)  899.702  (m)         2951.77   (f) ADJ UNCH    2 0
 EW0636
 EW0636.Superseded values are not recommended for survey control.
 EW0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0636.See file dsdata.txt to determine how the superseded data were derived.
 EW0636
 EW0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU757377(NAD 83)
 EW0636_MARKER: DD = SURVEY DISK
 EW0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0636_SP_SET: CONCRETE LINING
 EW0636_STAMPING: MILE 328.9 B
 EW0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0636
 EW0636  HISTORY     - Date     Condition        Report By
 EW0636  HISTORY     - UNK      MONUMENTED       CADWR
 EW0636  HISTORY     - 1971     GOOD             NGS
 EW0636
 EW0636                          STATION DESCRIPTION
 EW0636
 EW0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0636'25.8 MI SE FROM PORTER TUNNEL.
 EW0636'25.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0636'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0636'STRUCTURE UNDER THE AQUEDUCT, 229 FEET SOUTH AND ACROSS THE
 EW0636'LEVEE ROAD FROM BENCH MARK 330.8 C (DWR), IN THE TOP OF THE
 EW0636'NORTHEAST LINING OF THE AQUEDUCT, 51 FEET NORTHWEST OF THE
 EW0636'CENTER OF A STEEL LADDER, ABOUT 5 FEET LOWER THAN THE NORTHEAST
 EW0636'LEVEE ROAD.  SECTION 27, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3263 ***********************************************************************
 FU3263  DESIGNATION -  3281 USGS
 FU3263  PID         -  FU3263
 FU3263  STATE/COUNTY-  CA/KERN
 FU3263  USGS QUAD   -  DOVE SPRING (1994)
 FU3263
 FU3263                         *CURRENT SURVEY CONTROL
 FU3263  ___________________________________________________________________
 FU3263* NAD 83(1986)-  35 28 36.     (N)    118 00 13.     (W)     SCALED    
 FU3263* NAVD 88     -      1001.269  (meters)    3285.00   (feet)  ADJUSTED  
 FU3263  ___________________________________________________________________
 FU3263  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FU3263  DYNAMIC HT  -        1000.099 (meters)    3281.16  (feet)  COMP
 FU3263  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 FU3263  OBS GRAVITY -     979,432.7   (mgal)                       GRAV_OBS
 FU3263
 FU3263  VERT ORDER  -  FIRST     CLASS I
 FU3263
 FU3263.The horizontal coordinates were scaled from a topographic map and have
 FU3263.an estimated accuracy of +/- 6 seconds.
 FU3263
 FU3263.The orthometric height was determined by differential leveling
 FU3263.and adjusted in June 1991.
 FU3263
 FU3263.The geoid height was determined by GEOID03.
 FU3263
 FU3263.The dynamic height is computed by dividing the NAVD 88
 FU3263.geopotential number by the normal gravity value computed on the
 FU3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU3263.degrees latitude (g = 980.6199 gals.).
 FU3263
 FU3263.The modeled gravity was interpolated from observed gravity values.
 FU3263.The observed gravity was obtained from relative gravimeter ties
 FU3263.to the IGSN71 gravity network.
 FU3263
 FU3263;                    North         East    Units  Estimated Accuracy
 FU3263;SPC CA 5     -   719,270.    1,999,670.      MT  (+/- 180 meters Scaled)
 FU3263
 FU3263                          SUPERSEDED SURVEY CONTROL
 FU3263
 FU3263  NGVD 29 (??/??/92) 1000.360  (m)         3282.01   (f) ADJ UNCH    1 1
 FU3263
 FU3263.Superseded values are not recommended for survey control.
 FU3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3263.See file dsdata.txt to determine how the superseded data were derived.
 FU3263
 FU3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV089263(NAD 83)
 FU3263_MARKER: P = PIPE CAP
 FU3263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU3263_SP_SET: SHALLOW-SET PIPE
 FU3263_STAMPING: RAP 3281 1905
 FU3263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3263
 FU3263  HISTORY     - Date     Condition        Report By
 FU3263  HISTORY     - 1905     MONUMENTED       USGS
 FU3263  HISTORY     - 1977     GOOD             NGS
 FU3263
 FU3263                          STATION DESCRIPTION
 FU3263
 FU3263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FU3263'14.3 MI NW FROM CANTIL.
 FU3263'5.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT CANTIL,
 FU3263'THENCE 1.7  MILES NORTHWEST ALONG ABBOT ROAD, THENCE 2.7 MILES
 FU3263'NORTHWEST ALONG DOVE SPRINGS ROAD, THENCE 0.5 MILE NORTH ALONG DIRT
 FU3263'ROAD, THENCE 3.8 MILES NORTH ALONG OLD STAGE COACH ROAD, 15 FT. WEST
 FU3263'OF THE CENTER LINE ROAD, 2.8 FT. SOUTH OF A IRON PIPE PROJECTING 4-FT.
 FU3263'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0481 ***********************************************************************
 DX0481  DESIGNATION -  3282
 DX0481  PID         -  DX0481
 DX0481  STATE/COUNTY-  CA/SAN DIEGO
 DX0481  USGS QUAD   -  WARNER SPRINGS (1988)
 DX0481
 DX0481                         *CURRENT SURVEY CONTROL
 DX0481  ___________________________________________________________________
 DX0481* NAD 83(1986)-  33 20 58.     (N)    116 44 10.     (W)     SCALED    
 DX0481* NAVD 88     -      1001.60   (+/-2cm)    3286.1    (feet)  VERTCON   
 DX0481  ___________________________________________________________________
 DX0481  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DX0481  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0481
 DX0481.The horizontal coordinates were scaled from a topographic map and have
 DX0481.an estimated accuracy of +/- 6 seconds.
 DX0481
 DX0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0481.The vertical order pertains to the NGVD 29 superseded value.
 DX0481
 DX0481.The geoid height was determined by GEOID03.
 DX0481
 DX0481;                    North         East    Units  Estimated Accuracy
 DX0481;SPC CA 6     -   631,280.    1,954,750.      MT  (+/- 180 meters Scaled)
 DX0481
 DX0481                          SUPERSEDED SURVEY CONTROL
 DX0481
 DX0481  NGVD 29 (??/??/??) 1000.785  (m)         3283.41   (f) ADJUSTED    1 2
 DX0481
 DX0481.Superseded values are not recommended for survey control.
 DX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0481.See file dsdata.txt to determine how the superseded data were derived.
 DX0481
 DX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS245900(NAD 83)
 DX0481_MARKER: P = PIPE CAP
 DX0481_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0481_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0481_STAMPING: 3282 T
 DX0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0481
 DX0481  HISTORY     - Date     Condition        Report By
 DX0481  HISTORY     - UNK      MONUMENTED       USGS
 DX0481  HISTORY     - 1960     GOOD             NGS
 DX0481
 DX0481                          STATION DESCRIPTION
 DX0481
 DX0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0481'5.2 MI SE FROM OAK GROVE.
 DX0481'5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE SCHOOL AT
 DX0481'OAK GROVE, SAN DIEGO COUNTY, AT THE SUMMIT OF A DIVIDE BETWEEN
 DX0481'TEMECULA RIVER AND SAN LUIS REY RIVER, IN SECTION 35, T 9 S,
 DX0481'R 2 E, AND 10 FEET WEST OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 DX0481'SURVEY STANDARD CAP, STAMPED 3282 T AND RIVETED ON THE TOP OF A
 DX0481'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0669 ***********************************************************************
 LU0669  DESIGNATION -  3283.7 USGS
 LU0669  PID         -  LU0669
 LU0669  STATE/COUNTY-  CA/TEHAMA
 LU0669  USGS QUAD   -  RAGLIN RIDGE (1976)
 LU0669
 LU0669                         *CURRENT SURVEY CONTROL
 LU0669  ___________________________________________________________________
 LU0669* NAD 83(1986)-  40 02 40.     (N)    122 41 04.     (W)     SCALED    
 LU0669* NAVD 88     -      1001.84   (+/-2cm)    3286.9    (feet)  VERTCON   
 LU0669  ___________________________________________________________________
 LU0669  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 LU0669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0669
 LU0669.The horizontal coordinates were scaled from a topographic map and have
 LU0669.an estimated accuracy of +/- 6 seconds.
 LU0669
 LU0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0669.The vertical order pertains to the NGVD 29 superseded value.
 LU0669
 LU0669.The geoid height was determined by GEOID03.
 LU0669
 LU0669;                    North         East    Units  Estimated Accuracy
 LU0669;SPC CA 1     -   579,190.    1,941,590.      MT  (+/- 180 meters Scaled)
 LU0669
 LU0669                          SUPERSEDED SURVEY CONTROL
 LU0669
 LU0669  NGVD 29 (??/??/92) 1000.902  (m)         3283.79   (f) ADJ UNCH    2 0
 LU0669
 LU0669.Superseded values are not recommended for survey control.
 LU0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0669.See file dsdata.txt to determine how the superseded data were derived.
 LU0669
 LU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK269327(NAD 83)
 LU0669_MARKER: N = NAIL
 LU0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0669_SP_SET: TREE
 LU0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0669
 LU0669  HISTORY     - Date     Condition        Report By
 LU0669  HISTORY     - UNK      MONUMENTED       USGS
 LU0669  HISTORY     - 1948     GOOD             NGS
 LU0669
 LU0669                          STATION DESCRIPTION
 LU0669
 LU0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0669'0.4 MI S FROM FRANKLIN POINT LOOKOUT.
 LU0669'0.4 MILE SOUTH ALONG A DIRT ROAD FROM FRANKLIN POINT LOOKOUT, AT
 LU0669'THE JUNCTION OF THE COLYER SPRINGS TO RED BLUFF ROAD, 93.2 FEET
 LU0669'NORTHWEST OF B.M. X 337, 64 FEET NORTHWEST OF THE CENTER OF THE
 LU0669'JUNCTION, ABOUT 1.0 FOOT LOWER THAN THE ROAD, AND DRIVEN IN THE
 LU0669'EAST BASE OF A 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2606 ***********************************************************************
 EV2606  DESIGNATION -  3289.6
 EV2606  PID         -  EV2606
 EV2606  STATE/COUNTY-  CA/LOS ANGELES
 EV2606  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2606
 EV2606                         *CURRENT SURVEY CONTROL
 EV2606  ___________________________________________________________________
 EV2606* NAD 83(1986)-  34 17 24.     (N)    117 50 16.     (W)     SCALED    
 EV2606* NAVD 88     -      1003.83   (+/-2cm)    3293.4    (feet)  VERTCON   
 EV2606  ___________________________________________________________________
 EV2606  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2606  VERT ORDER  -  THIRD (See Below)
 EV2606
 EV2606.The horizontal coordinates were scaled from a topographic map and have
 EV2606.an estimated accuracy of +/- 6 seconds.
 EV2606
 EV2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2606.The vertical order pertains to the NGVD 29 superseded value.
 EV2606
 EV2606.The geoid height was determined by GEOID03.
 EV2606
 EV2606;                    North         East    Units  Estimated Accuracy
 EV2606;SPC CA 5     -   587,640.    2,014,940.      MT  (+/- 180 meters Scaled)
 EV2606
 EV2606                          SUPERSEDED SURVEY CONTROL
 EV2606
 EV2606  NGVD 29 (??/??/??) 1002.91   (m)         3290.4    (f) RESET       3  
 EV2606
 EV2606.Superseded values are not recommended for survey control.
 EV2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2606.See file dsdata.txt to determine how the superseded data were derived.
 EV2606
 EV2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT228946(NAD 83)
 EV2606_MARKER: N = NAIL
 EV2606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2606_SP_SET: SYCAMORE TREE
 EV2606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2606
 EV2606  HISTORY     - Date     Condition        Report By
 EV2606  HISTORY     - UNK      MONUMENTED       CA-037
 EV2606  HISTORY     - 1934     GOOD             NGS
 EV2606  HISTORY     - 1961     MARK NOT FOUND   CA-037
 EV2606
 EV2606                          STATION DESCRIPTION
 EV2606
 EV2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV2606'17 MI N FROM AZUSA.
 EV2606'17.0 MILES NORTH ALONG THE SAN GABRIEL CANYON ROAD FROM AZUSA,
 EV2606'LOS ANGELES COUNTY, AT COLDBROOK CAMP, ABOUT 250 FEET EAST OF
 EV2606'THE COLDBROOK RANGER STATION, 75 FEET EAST OF THE ROAD, AND
 EV2606'IN A 24-INCH SYCAMORE TREE.  A CUT NAIL THROUGH A TIN WASHER,
 EV2606'MARKED L.A.CO. B.M. NO. 15 AND SURROUNDED BY THE PAINTED LETTERS
 EV2606'U.S.B.M. 3289.6.
 EV2606
 EV2606                          STATION RECOVERY (1961)
 EV2606
 EV2606'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 EV2606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0318 ***********************************************************************
 MW0318  DESIGNATION -  3289.7 USGS
 MW0318  PID         -  MW0318
 MW0318  STATE/COUNTY-  CA/SHASTA
 MW0318  USGS QUAD   -  FALL RIVER MILLS (1995)
 MW0318
 MW0318                         *CURRENT SURVEY CONTROL
 MW0318  ___________________________________________________________________
 MW0318* NAD 83(1986)-  41 00 00.     (N)    121 26 07.     (W)     SCALED    
 MW0318* NAVD 88     -      1003.856  (meters)    3293.48   (feet)  ADJUSTED  
 MW0318  ___________________________________________________________________
 MW0318  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 MW0318  DYNAMIC HT  -        1003.180 (meters)    3291.27  (feet)  COMP
 MW0318  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 MW0318
 MW0318  VERT ORDER  -  FIRST     CLASS II
 MW0318
 MW0318.The horizontal coordinates were scaled from a topographic map and have
 MW0318.an estimated accuracy of +/- 6 seconds.
 MW0318
 MW0318.The orthometric height was determined by differential leveling
 MW0318.and adjusted in June 1991.
 MW0318
 MW0318.The geoid height was determined by GEOID03.
 MW0318
 MW0318.The dynamic height is computed by dividing the NAVD 88
 MW0318.geopotential number by the normal gravity value computed on the
 MW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0318.degrees latitude (g = 980.6199 gals.).
 MW0318
 MW0318.The modeled gravity was interpolated from observed gravity values.
 MW0318
 MW0318;                    North         East    Units  Estimated Accuracy
 MW0318;SPC CA 1     -   685,220.    2,047,510.      MT  (+/- 180 meters Scaled)
 MW0318
 MW0318                          SUPERSEDED SURVEY CONTROL
 MW0318
 MW0318  NGVD 29 (??/??/??) 1002.908  (m)         3290.37   (f) ADJUSTED    1 2
 MW0318
 MW0318.Superseded values are not recommended for survey control.
 MW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0318.See file dsdata.txt to determine how the superseded data were derived.
 MW0318
 MW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL315399(NAD 83)
 MW0318_MARKER: N = NAIL
 MW0318_SETTING: 0 = UNSPECIFIED SETTING
 MW0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0318
 MW0318  HISTORY     - Date     Condition        Report By
 MW0318  HISTORY     - UNK      MONUMENTED       USGS
 MW0318  HISTORY     - 1935     GOOD             NGS
 MW0318  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MW0318
 MW0318                          STATION DESCRIPTION
 MW0318
 MW0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0318'0.4 MI SW FROM FALL RIVER MILLS.
 MW0318'0.4 MILE SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY FROM
 MW0318'FALL RIVER MILLS, SHASTA COUNTY, 60 FEET EAST OF THE ROAD FORK,
 MW0318'50 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, AND IN THE
 MW0318'ROOT ON THE WEST SIDE OF A TWIN-OAK TREE.  A UNITED STATES
 MW0318'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 MW0318
 MW0318                          STATION RECOVERY (1986)
 MW0318
 MW0318'RECOVERY NOTE BY US POWER SQUADRON 1986 (JS)
 MW0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1225 ***********************************************************************
 GT1225  DESIGNATION -  329
 GT1225  PID         -  GT1225
 GT1225  STATE/COUNTY-  CA/TULARE
 GT1225  USGS QUAD   -  ORANGE COVE SOUTH (1966)
 GT1225
 GT1225                         *CURRENT SURVEY CONTROL
 GT1225  ___________________________________________________________________
 GT1225* NAD 83(1986)-  36 30 58.     (N)    119 21 53.     (W)     SCALED    
 GT1225* NAVD 88     -       101.29   (+/-2cm)     332.3    (feet)  VERTCON   
 GT1225  ___________________________________________________________________
 GT1225  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 GT1225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1225
 GT1225.The horizontal coordinates were scaled from a topographic map and have
 GT1225.an estimated accuracy of +/- 6 seconds.
 GT1225
 GT1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1225.The vertical order pertains to the NGVD 29 superseded value.
 GT1225
 GT1225.The geoid height was determined by GEOID03.
 GT1225
 GT1225;                    North         East    Units  Estimated Accuracy
 GT1225;SPC CA 4     -   631,310.    1,967,330.      MT  (+/- 180 meters Scaled)
 GT1225
 GT1225                          SUPERSEDED SURVEY CONTROL
 GT1225
 GT1225  NGVD 29 (??/??/92)  100.480  (m)          329.66   (f) ADJ UNCH    2 0
 GT1225
 GT1225.Superseded values are not recommended for survey control.
 GT1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1225.See file dsdata.txt to determine how the superseded data were derived.
 GT1225
 GT1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA882437(NAD 83)
 GT1225_MARKER: DD = SURVEY DISK
 GT1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1225_STAMPING: 329 B 1919
 GT1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1225+STABILITY: SURFACE MOTION
 GT1225
 GT1225  HISTORY     - Date     Condition        Report By
 GT1225  HISTORY     - 1919     MONUMENTED       USGS
 GT1225  HISTORY     - 1935     GOOD             NGS
 GT1225
 GT1225                          STATION DESCRIPTION
 GT1225
 GT1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GT1225'2.2 MI SE FROM DINUBA.
 GT1225'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GT1225'FROM THE STATION AT DINUBA, TULARE COUNTY, 15-1/4 RAILS NORTHWEST
 GT1225'OF THE SMYRNA STATION-SIGN, AT THE NORTHWEST END OF A SIDING,
 GT1225'3-1/2 RAILS NORTHWEST OF A SWITCH STAND, 49 FEET NORTH OF THE
 GT1225'CENTER OF CROSSING B.C. 237+4, AND 50 FEET NORTHEAST OF THE
 GT1225'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 GT1225'STANDARD DISK, STAMPED 329 B 1919 AND SET IN THE TOP OF A
 GT1225'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2512 ***********************************************************************
 EW2512  DESIGNATION -  329 LA CO
 EW2512  PID         -  EW2512
 EW2512  STATE/COUNTY-  CA/LOS ANGELES
 EW2512  USGS QUAD   -  SAN FERNANDO (1988)
 EW2512
 EW2512                         *CURRENT SURVEY CONTROL
 EW2512  ___________________________________________________________________
 EW2512* NAD 83(1986)-  34 16 56.     (N)    118 26 21.     (W)     SCALED    
 EW2512* NAVD 88     -       328.80   (+/-2cm)    1078.7    (feet)  VERTCON   
 EW2512  ___________________________________________________________________
 EW2512  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EW2512  VERT ORDER  -  THIRD (See Below)
 EW2512
 EW2512.The horizontal coordinates were scaled from a topographic map and have
 EW2512.an estimated accuracy of +/- 6 seconds.
 EW2512
 EW2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2512.The vertical order pertains to the NGVD 29 superseded value.
 EW2512
 EW2512.The geoid height was determined by GEOID03.
 EW2512
 EW2512;                    North         East    Units  Estimated Accuracy
 EW2512;SPC CA 5     -   586,860.    1,959,560.      MT  (+/- 180 meters Scaled)
 EW2512
 EW2512                          SUPERSEDED SURVEY CONTROL
 EW2512
 EW2512  NGVD 29 (??/??/??)  328.00   (m)         1076.1    (f) RESET       3  
 EW2512
 EW2512.Superseded values are not recommended for survey control.
 EW2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2512.See file dsdata.txt to determine how the superseded data were derived.
 EW2512
 EW2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT675943(NAD 83)
 EW2512_MARKER: DD = SURVEY DISK
 EW2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2512_STAMPING: R E 329
 EW2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2512+STABILITY: SURFACE MOTION
 EW2512
 EW2512  HISTORY     - Date     Condition        Report By
 EW2512  HISTORY     - UNK      MONUMENTED       CA-037
 EW2512  HISTORY     - 1961     GOOD             NGS
 EW2512  HISTORY     - 1964     GOOD             NGS
 EW2512
 EW2512                          STATION DESCRIPTION
 EW2512
 EW2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW2512'IN SAN FERNANDO.
 EW2512'IN SAN FERNANDO, AT THE T JUNCTION OF FIRST AND MACNEIL STREETS,
 EW2512'151 FEET NORTHEAST OF THE NORTHEAST CURB OF FIRST STREET, 96 FEET
 EW2512'EAST-NORTHEAST AND ACROSS MACNEIL STREET FROM BENCH MARK M 898,
 EW2512'30 FEET NORTH OF THE NORTHWEST CORNER OF THE CITY LIBRARY, 10
 EW2512'FEET SOUTHEAST OF THE SOUTHEAST CURB OF MACNEIL STREET, 8 FEET
 EW2512'SOUTHWEST OF THE CENTER LINE OF A STREET LEADING SOUTHEAST, ABOUT
 EW2512'LEVEL WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST
 EW2512'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EW2512
 EW2512                          STATION RECOVERY (1964)
 EW2512
 EW2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW2512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5306 ***********************************************************************
 HS5306  DESIGNATION -  329.11=277
 HS5306  PID         -  HS5306
 HS5306  STATE/COUNTY-  CA/SANTA CRUZ
 HS5306  USGS QUAD   -  LAUREL (1994)
 HS5306
 HS5306                         *CURRENT SURVEY CONTROL
 HS5306  ___________________________________________________________________
 HS5306* NAD 83(1986)-  37 03 15.     (N)    121 58 40.     (W)     SCALED    
 HS5306* NAVD 88     -       101.464  (meters)     332.89   (feet)  ADJUSTED  
 HS5306  ___________________________________________________________________
 HS5306  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HS5306  DYNAMIC HT  -         101.389 (meters)     332.64  (feet)  COMP
 HS5306  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 HS5306
 HS5306  VERT ORDER  -  FIRST     CLASS II
 HS5306
 HS5306.The horizontal coordinates were scaled from a topographic map and have
 HS5306.an estimated accuracy of +/- 6 seconds.
 HS5306
 HS5306.The orthometric height was determined by differential leveling
 HS5306.and adjusted in February 1993.
 HS5306
 HS5306.The geoid height was determined by GEOID03.
 HS5306
 HS5306.The dynamic height is computed by dividing the NAVD 88
 HS5306.geopotential number by the normal gravity value computed on the
 HS5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5306.degrees latitude (g = 980.6199 gals.).
 HS5306
 HS5306.The modeled gravity was interpolated from observed gravity values.
 HS5306
 HS5306;                    North         East    Units  Estimated Accuracy
 HS5306;SPC CA 3     -   562,540.    1,868,560.      MT  (+/- 180 meters Scaled)
 HS5306
 HS5306                          SUPERSEDED SURVEY CONTROL
 HS5306
 HS5306  NGVD 29 (10/21/93)  100.624  (m)          330.13   (f) ADJUSTED    1 2
 HS5306
 HS5306.Superseded values are not recommended for survey control.
 HS5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5306.See file dsdata.txt to determine how the superseded data were derived.
 HS5306
 HS5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG908013(NAD 83)
 HS5306_MARKER: DD = SURVEY DISK
 HS5306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5306_SP_SET: HEADWALL
 HS5306_STAMPING: BM 329.11
 HS5306_MARK LOGO: CA-087
 HS5306_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5306+STABILITY: SURFACE MOTION
 HS5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5306+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5306
 HS5306  HISTORY     - Date     Condition        Report By
 HS5306  HISTORY     - UNK      MONUMENTED       CA-087
 HS5306  HISTORY     - 19900423 GOOD             NGS
 HS5306
 HS5306                          STATION DESCRIPTION
 HS5306
 HS5306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5306'5.30 KM (3.29 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5306'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5306'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY
 HS5306'ALONG MOUNTAIN VIEW ROAD TO ITS JUNCTION WITH BRANCIFORTE DRIVE AND
 HS5306'VINE HILL ROAD, IN TOP OF AND NEAR THE CENTER OF THE EAST HEADWALL OF
 HS5306'A CULVERT, 16.3 M (53.5 FT) NORTH OF THE CENTER OF MOUNTAIN VIEW
 HS5306'ROAD, AND 4.2 M (13.8 FT) EAST OF THE CENTER OF VINE HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1129 ***********************************************************************
 DX1129  DESIGNATION -  329.18
 DX1129  PID         -  DX1129
 DX1129  STATE/COUNTY-  CA/SAN DIEGO
 DX1129  USGS QUAD   -  ESCONDIDO (1975)
 DX1129
 DX1129                         *CURRENT SURVEY CONTROL
 DX1129  ___________________________________________________________________
 DX1129* NAD 83(1986)-  33 03 20.     (N)    117 04 17.     (W)     SCALED    
 DX1129* NAVD 88     -       100.97   (+/-2cm)     331.3    (feet)  VERTCON   
 DX1129  ___________________________________________________________________
 DX1129  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DX1129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1129
 DX1129.The horizontal coordinates were scaled from a topographic map and have
 DX1129.an estimated accuracy of +/- 6 seconds.
 DX1129
 DX1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1129.The vertical order pertains to the NGVD 29 superseded value.
 DX1129
 DX1129.The geoid height was determined by GEOID03.
 DX1129
 DX1129;                    North         East    Units  Estimated Accuracy
 DX1129;SPC CA 6     -   598,880.    1,923,290.      MT  (+/- 180 meters Scaled)
 DX1129
 DX1129                          SUPERSEDED SURVEY CONTROL
 DX1129
 DX1129  NGVD 29 (??/??/??)  100.320  (m)          329.13   (f) ADJUSTED    2 0
 DX1129
 DX1129.Superseded values are not recommended for survey control.
 DX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1129.See file dsdata.txt to determine how the superseded data were derived.
 DX1129
 DX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS933574(NAD 83)
 DX1129_MARKER: Q = CHISELED SQUARE
 DX1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1129_SP_SET: BRIDGE
 DX1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1129
 DX1129  HISTORY     - Date     Condition        Report By
 DX1129  HISTORY     - UNK      MONUMENTED       USGS
 DX1129  HISTORY     - 1955     MARK NOT FOUND   NGS
 DX1129
 DX1129                          STATION DESCRIPTION
 DX1129
 DX1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1129'5.5 MI S FROM ESCONDIDO.
 DX1129'5.5 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE CITY PARK AT
 DX1129'ESCONDIDO, SAN DIEGO COUNTY, AT CONCRETE BRIDGE NO. 57-40 OVER
 DX1129'LAKE HODGES, 1 FOOT SOUTHEAST OF THE FIFTYEIGHTH CONCRETE
 DX1129'POST ALONG THE NORTHEAST SIDE FROM THE NORTHWEST END OF THE
 DX1129'BRIDGE, 10 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DX1129'ON THE CURBING, AND 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DX1129'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0630 ***********************************************************************
 EW0630  DESIGNATION -  329.2 B DWR
 EW0630  PID         -  EW0630
 EW0630  STATE/COUNTY-  CA/LOS ANGELES
 EW0630  USGS QUAD   -  DEL SUR (1995)
 EW0630
 EW0630                         *CURRENT SURVEY CONTROL
 EW0630  ___________________________________________________________________
 EW0630* NAD 83(1986)-  34 40 19.     (N)    118 21 06.     (W)     SCALED    
 EW0630* NAVD 88     -       900.54   (+/-2cm)    2954.5    (feet)  VERTCON   
 EW0630  ___________________________________________________________________
 EW0630  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0630
 EW0630.The horizontal coordinates were scaled from a topographic map and have
 EW0630.an estimated accuracy of +/- 6 seconds.
 EW0630
 EW0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0630.The vertical order pertains to the NGVD 29 superseded value.
 EW0630
 EW0630.The geoid height was determined by GEOID03.
 EW0630
 EW0630;                    North         East    Units  Estimated Accuracy
 EW0630;SPC CA 5     -   630,050.    1,967,770.      MT  (+/- 180 meters Scaled)
 EW0630
 EW0630                          SUPERSEDED SURVEY CONTROL
 EW0630
 EW0630  NGVD 29 (??/??/92)  899.652  (m)         2951.61   (f) ADJ UNCH    2 0
 EW0630
 EW0630.Superseded values are not recommended for survey control.
 EW0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0630.See file dsdata.txt to determine how the superseded data were derived.
 EW0630
 EW0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU761374(NAD 83)
 EW0630_MARKER: DD = SURVEY DISK
 EW0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0630_SP_SET: CONCRETE LINING
 EW0630_STAMPING: MILE 329.2 B
 EW0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0630
 EW0630  HISTORY     - Date     Condition        Report By
 EW0630  HISTORY     - UNK      MONUMENTED       CADWR
 EW0630  HISTORY     - 1971     GOOD             NGS
 EW0630
 EW0630                          STATION DESCRIPTION
 EW0630
 EW0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0630'26.1 MI SE FROM PORTER TUNNEL.
 EW0630'26.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0630'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0630'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0630'CONCRETE LINING OF THE AQUEDUCT, 141 FEET SOUTHEAST OF THE
 EW0630'CENTER OF A STEEL LADDER, AND ABOUT 5 FEET LOWER THAN THE
 EW0630'NORTHEAST LEVEE ROAD.  SECTION 27, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1799 ***********************************************************************
 EW1799  DESIGNATION -  329.206 C OF LA
 EW1799  PID         -  EW1799
 EW1799  STATE/COUNTY-  CA/LOS ANGELES
 EW1799  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1799
 EW1799                         *CURRENT SURVEY CONTROL
 EW1799  ___________________________________________________________________
 EW1799* NAD 83(1986)-  34 03 04.     (N)    118 28 51.     (W)     SCALED    
 EW1799* NAVD 88     -       101.14   (+/-2cm)     331.8    (feet)  VERTCON   
 EW1799  ___________________________________________________________________
 EW1799  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW1799  VERT ORDER  -  THIRD (See Below)
 EW1799
 EW1799.The horizontal coordinates were scaled from a topographic map and have
 EW1799.an estimated accuracy of +/- 6 seconds.
 EW1799
 EW1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1799.The vertical order pertains to the NGVD 29 superseded value.
 EW1799
 EW1799.The geoid height was determined by GEOID03.
 EW1799
 EW1799;                    North         East    Units  Estimated Accuracy
 EW1799;SPC CA 5     -   561,240.    1,955,610.      MT  (+/- 180 meters Scaled)
 EW1799
 EW1799                          SUPERSEDED SURVEY CONTROL
 EW1799
 EW1799  NGVD 29 (??/??/??)  100.37   (m)          329.3    (f) RESET       3  
 EW1799
 EW1799.Superseded values are not recommended for survey control.
 EW1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1799.See file dsdata.txt to determine how the superseded data were derived.
 EW1799
 EW1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT633688(NAD 83)
 EW1799_MARKER: S = SPIKE
 EW1799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1799_SP_SET: CATCH BASIN
 EW1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1799
 EW1799  HISTORY     - Date     Condition        Report By
 EW1799  HISTORY     - UNK      MONUMENTED       CA1980
 EW1799  HISTORY     - 1945     GOOD             NGS
 EW1799
 EW1799                          STATION DESCRIPTION
 EW1799
 EW1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1799'AT LOS ANGELES.
 EW1799'AT LOS ANGELES NEAR THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1799'AND ANITA AVENUE.  LOCATED IN EAST END OF A CATCH BASIN, 1.8
 EW1799'FEET NORTH OF THE NORTH CURB OF SAN VICENTE BOULEVARD, AND 148.2
 EW1799'FEET WEST OF THE WEST CURB LINE OF ANITA AVENUE.  A CUT SPIKE
 EW1799'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0629 ***********************************************************************
 EW0629  DESIGNATION -  329.4 B DWR
 EW0629  PID         -  EW0629
 EW0629  STATE/COUNTY-  CA/LOS ANGELES
 EW0629  USGS QUAD   -  DEL SUR (1995)
 EW0629
 EW0629                         *CURRENT SURVEY CONTROL
 EW0629  ___________________________________________________________________
 EW0629* NAD 83(1986)-  34 40 17.     (N)    118 20 57.     (W)     SCALED    
 EW0629* NAVD 88     -       900.60   (+/-2cm)    2954.7    (feet)  VERTCON   
 EW0629  ___________________________________________________________________
 EW0629  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0629
 EW0629.The horizontal coordinates were scaled from a topographic map and have
 EW0629.an estimated accuracy of +/- 6 seconds.
 EW0629
 EW0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0629.The vertical order pertains to the NGVD 29 superseded value.
 EW0629
 EW0629.The geoid height was determined by GEOID03.
 EW0629
 EW0629;                    North         East    Units  Estimated Accuracy
 EW0629;SPC CA 5     -   629,990.    1,968,000.      MT  (+/- 180 meters Scaled)
 EW0629
 EW0629                          SUPERSEDED SURVEY CONTROL
 EW0629
 EW0629  NGVD 29 (??/??/92)  899.717  (m)         2951.82   (f) ADJ UNCH    2 0
 EW0629
 EW0629.Superseded values are not recommended for survey control.
 EW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0629.See file dsdata.txt to determine how the superseded data were derived.
 EW0629
 EW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU763374(NAD 83)
 EW0629_MARKER: DD = SURVEY DISK
 EW0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0629_SP_SET: CONCRETE LINING
 EW0629_STAMPING: MILE 329.4 B
 EW0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0629
 EW0629  HISTORY     - Date     Condition        Report By
 EW0629  HISTORY     - UNK      MONUMENTED       CADWR
 EW0629  HISTORY     - 1971     GOOD             NGS
 EW0629
 EW0629                          STATION DESCRIPTION
 EW0629
 EW0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0629'26.2 MI SE FROM PORTER TUNNEL.
 EW0629'26.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0629'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE A DRAIN
 EW0629'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHWEST
 EW0629'CONCRETE LINING OF THE AQUEDUCT, 83 FEET NORTHEAST OF THE
 EW0629'CENTER OF A STEEL LADDER, ABOUT 5 FEET LOWER THAN THE NORTHWEST
 EW0629'LEVEE ROAD.  SECTION 27, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0627 ***********************************************************************
 EW0627  DESIGNATION -  329.5 B DWR
 EW0627  PID         -  EW0627
 EW0627  STATE/COUNTY-  CA/LOS ANGELES
 EW0627  USGS QUAD   -  DEL SUR (1995)
 EW0627
 EW0627                         *CURRENT SURVEY CONTROL
 EW0627  ___________________________________________________________________
 EW0627* NAD 83(1986)-  34 40 18.     (N)    118 20 47.     (W)     SCALED    
 EW0627* NAVD 88     -       900.58   (+/-2cm)    2954.7    (feet)  VERTCON   
 EW0627  ___________________________________________________________________
 EW0627  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0627
 EW0627.The horizontal coordinates were scaled from a topographic map and have
 EW0627.an estimated accuracy of +/- 6 seconds.
 EW0627
 EW0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0627.The vertical order pertains to the NGVD 29 superseded value.
 EW0627
 EW0627.The geoid height was determined by GEOID03.
 EW0627
 EW0627;                    North         East    Units  Estimated Accuracy
 EW0627;SPC CA 5     -   630,020.    1,968,260.      MT  (+/- 180 meters Scaled)
 EW0627
 EW0627                          SUPERSEDED SURVEY CONTROL
 EW0627
 EW0627  NGVD 29 (??/??/92)  899.696  (m)         2951.75   (f) ADJ UNCH    2 0
 EW0627
 EW0627.Superseded values are not recommended for survey control.
 EW0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0627.See file dsdata.txt to determine how the superseded data were derived.
 EW0627
 EW0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU766374(NAD 83)
 EW0627_MARKER: DD = SURVEY DISK
 EW0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0627_SP_SET: CONCRETE LINING
 EW0627_STAMPING: 325.9 B 1971
 EW0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0627
 EW0627  HISTORY     - Date     Condition        Report By
 EW0627  HISTORY     - 1971     MONUMENTED       CADWR
 EW0627  HISTORY     - 1971     GOOD             NGS
 EW0627
 EW0627                          STATION DESCRIPTION
 EW0627
 EW0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0627'26.4 MI SE FROM PORTER TUNNEL.
 EW0627'26.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0627'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE THE PAINTED
 EW0627'MILEAGE 329.50, 350 FEET SOUTH AND ACROSS THE LEVEE ROAD FROM
 EW0627'BENCH MARK 331.4 C (DWR), IN THE TOP OF THE CONCRETE LINING
 EW0627'OF THE AQUEDUCT, ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0627'SECTION 27, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0701 ***********************************************************************
 EW0701  DESIGNATION -  329.5 C DWR
 EW0701  PID         -  EW0701
 EW0701  STATE/COUNTY-  CA/LOS ANGELES
 EW0701  USGS QUAD   -  LAKE HUGHES (1995)
 EW0701
 EW0701                         *CURRENT SURVEY CONTROL
 EW0701  ___________________________________________________________________
 EW0701* NAD 83(1986)-  34 40 57.     (N)    118 22 39.     (W)     SCALED    
 EW0701* NAVD 88     -       903.87   (+/-2cm)    2965.4    (feet)  VERTCON   
 EW0701  ___________________________________________________________________
 EW0701  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0701
 EW0701.The horizontal coordinates were scaled from a topographic map and have
 EW0701.an estimated accuracy of +/- 6 seconds.
 EW0701
 EW0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0701.The vertical order pertains to the NGVD 29 superseded value.
 EW0701
 EW0701.The geoid height was determined by GEOID03.
 EW0701
 EW0701;                    North         East    Units  Estimated Accuracy
 EW0701;SPC CA 5     -   631,230.    1,965,410.      MT  (+/- 180 meters Scaled)
 EW0701
 EW0701                          SUPERSEDED SURVEY CONTROL
 EW0701
 EW0701  NGVD 29 (??/??/92)  902.986  (m)         2962.55   (f) ADJ UNCH    2 0
 EW0701
 EW0701.Superseded values are not recommended for survey control.
 EW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0701.See file dsdata.txt to determine how the superseded data were derived.
 EW0701
 EW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU738386(NAD 83)
 EW0701_MARKER: DD = SURVEY DISK
 EW0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0701_STAMPING: 329.5 C BM 1968
 EW0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0701+STABILITY: SURFACE MOTION
 EW0701
 EW0701  HISTORY     - Date     Condition        Report By
 EW0701  HISTORY     - 1968     MONUMENTED       CADWR
 EW0701  HISTORY     - 1971     GOOD             NGS
 EW0701
 EW0701                          STATION DESCRIPTION
 EW0701
 EW0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0701'24.4 MI SE FROM PORTER TUNNEL.
 EW0701'24.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0701'SOUTH PORTAL OF THE PORTER TUNNEL, 121 FEET NORTH AND ACROSS
 EW0701'LEVEE ROAD FROM BENCH MARK 327.5 B (DWR), 1.0 FOOT NORTHEAST
 EW0701'OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.8 FEET NORTHWEST OF A
 EW0701'WITNESS POST, ABOUT 12 FEET HIGHER THAN THE NORTHEAST LEVEE
 EW0701'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 EW0701'FOOT ABOVE THE GROUND.  SECTION 20, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1739 ***********************************************************************
 EW1739  DESIGNATION -  329.702 C OF LA
 EW1739  PID         -  EW1739
 EW1739  STATE/COUNTY-  CA/LOS ANGELES
 EW1739  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1739
 EW1739                         *CURRENT SURVEY CONTROL
 EW1739  ___________________________________________________________________
 EW1739* NAD 83(1986)-  34 04 03.     (N)    118 25 30.     (W)     SCALED    
 EW1739* NAVD 88     -       101.29   (+/-2cm)     332.3    (feet)  VERTCON   
 EW1739  ___________________________________________________________________
 EW1739  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1739  VERT ORDER  -  THIRD (See Below)
 EW1739
 EW1739.The horizontal coordinates were scaled from a topographic map and have
 EW1739.an estimated accuracy of +/- 6 seconds.
 EW1739
 EW1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1739.The vertical order pertains to the NGVD 29 superseded value.
 EW1739
 EW1739.The geoid height was determined by GEOID03.
 EW1739
 EW1739;                    North         East    Units  Estimated Accuracy
 EW1739;SPC CA 5     -   563,030.    1,960,770.      MT  (+/- 180 meters Scaled)
 EW1739
 EW1739                          SUPERSEDED SURVEY CONTROL
 EW1739
 EW1739  NGVD 29 (??/??/??)  100.52   (m)          329.8    (f) RESET       3  
 EW1739
 EW1739.Superseded values are not recommended for survey control.
 EW1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1739.See file dsdata.txt to determine how the superseded data were derived.
 EW1739
 EW1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT685705(NAD 83)
 EW1739_MARKER: S = SPIKE
 EW1739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1739_SP_SET: CATCH BASIN
 EW1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1739
 EW1739  HISTORY     - Date     Condition        Report By
 EW1739  HISTORY     - UNK      MONUMENTED       CA1980
 EW1739  HISTORY     - 1945     GOOD             NGS
 EW1739
 EW1739                          STATION DESCRIPTION
 EW1739
 EW1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1739'AT LOS ANGELES.
 EW1739'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1739'COMSTOCK AVENUE.  LOCATED IN THE NORTHWEST CORNER OF A CATCH BASIN,
 EW1739'4.0 FEET SOUTH OF THE SOUTH CURB OF WILSHIRE BOULEVARD, AND 47.4
 EW1739'FEET WEST OF THE WEST CURBLINE OF COMSTOCK AVENUE.  A CUT SPIKE
 EW1739'SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0626 ***********************************************************************
 EW0626  DESIGNATION -  329.8 B DWR
 EW0626  PID         -  EW0626
 EW0626  STATE/COUNTY-  CA/LOS ANGELES
 EW0626  USGS QUAD   -  DEL SUR (1995)
 EW0626
 EW0626                         *CURRENT SURVEY CONTROL
 EW0626  ___________________________________________________________________
 EW0626* NAD 83(1986)-  34 40 14.     (N)    118 20 35.     (W)     SCALED    
 EW0626* NAVD 88     -       900.48   (+/-2cm)    2954.3    (feet)  VERTCON   
 EW0626  ___________________________________________________________________
 EW0626  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0626
 EW0626.The horizontal coordinates were scaled from a topographic map and have
 EW0626.an estimated accuracy of +/- 6 seconds.
 EW0626
 EW0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0626.The vertical order pertains to the NGVD 29 superseded value.
 EW0626
 EW0626.The geoid height was determined by GEOID03.
 EW0626
 EW0626;                    North         East    Units  Estimated Accuracy
 EW0626;SPC CA 5     -   629,900.    1,968,560.      MT  (+/- 180 meters Scaled)
 EW0626
 EW0626                          SUPERSEDED SURVEY CONTROL
 EW0626
 EW0626  NGVD 29 (??/??/92)  899.596  (m)         2951.42   (f) ADJ UNCH    2 0
 EW0626
 EW0626.Superseded values are not recommended for survey control.
 EW0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0626.See file dsdata.txt to determine how the superseded data were derived.
 EW0626
 EW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU769373(NAD 83)
 EW0626_MARKER: DD = SURVEY DISK
 EW0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0626_SP_SET: CONCRETE LINING
 EW0626_STAMPING: MILE 329.8 B
 EW0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0626
 EW0626  HISTORY     - Date     Condition        Report By
 EW0626  HISTORY     - UNK      MONUMENTED       CADWR
 EW0626  HISTORY     - 1971     GOOD             NGS
 EW0626
 EW0626                          STATION DESCRIPTION
 EW0626
 EW0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0626'26.6 MI SE FROM PORTER TUNNEL.
 EW0626'26.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0626'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0626'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE
 EW0626'LINING OF THE AQUEDUCT, 34 FEET WEST OF A POINT DIRECTLY ACROSS
 EW0626'THE AQUEDUCT FROM THE CENTER OF A STEEL LADDER, AND ABOUT 6
 EW0626'FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 27, T 7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0644 ***********************************************************************
 EW0644  DESIGNATION -  329.8 C DWR
 EW0644  PID         -  EW0644
 EW0644  STATE/COUNTY-  CA/LOS ANGELES
 EW0644  USGS QUAD   -  DEL SUR (1995)
 EW0644
 EW0644                         *CURRENT SURVEY CONTROL
 EW0644  ___________________________________________________________________
 EW0644* NAD 83(1986)-  34 40 48.     (N)    118 22 24.     (W)     SCALED    
 EW0644* NAVD 88     -       897.70   (+/-2cm)    2945.2    (feet)  VERTCON   
 EW0644  ___________________________________________________________________
 EW0644  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0644
 EW0644.The horizontal coordinates were scaled from a topographic map and have
 EW0644.an estimated accuracy of +/- 6 seconds.
 EW0644
 EW0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0644.The vertical order pertains to the NGVD 29 superseded value.
 EW0644
 EW0644.The geoid height was determined by GEOID03.
 EW0644
 EW0644;                    North         East    Units  Estimated Accuracy
 EW0644;SPC CA 5     -   630,960.    1,965,790.      MT  (+/- 180 meters Scaled)
 EW0644
 EW0644                          SUPERSEDED SURVEY CONTROL
 EW0644
 EW0644  NGVD 29 (??/??/92)  896.814  (m)         2942.30   (f) ADJ UNCH    2 0
 EW0644
 EW0644.Superseded values are not recommended for survey control.
 EW0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0644.See file dsdata.txt to determine how the superseded data were derived.
 EW0644
 EW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU741384(NAD 83)
 EW0644_MARKER: DD = SURVEY DISK
 EW0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0644_STAMPING: 329.8 C 1968
 EW0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0644+STABILITY: SURFACE MOTION
 EW0644
 EW0644  HISTORY     - Date     Condition        Report By
 EW0644  HISTORY     - 1968     MONUMENTED       CADWR
 EW0644  HISTORY     - 1971     GOOD             NGS
 EW0644
 EW0644                          STATION DESCRIPTION
 EW0644
 EW0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0644'24.7 MI SE FROM PORTER TUNNEL.
 EW0644'24.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0644'SOUTH PORTAL OF THE PORTER TUNNEL, AT AN ANGLE IN THE NORTHEAST
 EW0644'RIGHT-OF-WAY FENCE, 36.5 FEET EAST OF THE ANGLE FENCE POST, 0.8
 EW0644'FOOT NORTH OF THE FENCE LINE, 1.8 FEET WEST OF A WITNESS POST,
 EW0644'ABOUT 10 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND IN THE
 EW0644'TOP OF A CONCRETE POST PROJECTING 0.6 OF A FOOT ABOVE THE
 EW0644'GROUND.  SECTION 21, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1043 ***********************************************************************
 FT1043  DESIGNATION -  3290
 FT1043  PID         -  FT1043
 FT1043  STATE/COUNTY-  CA/KERN
 FT1043  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1043
 FT1043                         *CURRENT SURVEY CONTROL
 FT1043  ___________________________________________________________________
 FT1043* NAD 83(1986)-  35 33 28.     (N)    117 57 03.     (W)     SCALED    
 FT1043* NAVD 88     -      1004.030  (meters)    3294.06   (feet)  ADJUSTED  
 FT1043  ___________________________________________________________________
 FT1043  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FT1043  DYNAMIC HT  -        1002.867 (meters)    3290.24  (feet)  COMP
 FT1043  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 FT1043
 FT1043  VERT ORDER  -  FIRST     CLASS I
 FT1043
 FT1043.The horizontal coordinates were scaled from a topographic map and have
 FT1043.an estimated accuracy of +/- 6 seconds.
 FT1043
 FT1043.The orthometric height was determined by differential leveling
 FT1043.and adjusted in June 1991.
 FT1043
 FT1043.The geoid height was determined by GEOID03.
 FT1043
 FT1043.The dynamic height is computed by dividing the NAVD 88
 FT1043.geopotential number by the normal gravity value computed on the
 FT1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1043.degrees latitude (g = 980.6199 gals.).
 FT1043
 FT1043.The modeled gravity was interpolated from observed gravity values.
 FT1043
 FT1043;                    North         East    Units  Estimated Accuracy
 FT1043;SPC CA 5     -   728,270.    2,004,460.      MT  (+/- 180 meters Scaled)
 FT1043
 FT1043                          SUPERSEDED SURVEY CONTROL
 FT1043
 FT1043  NGVD 29 (??/??/92) 1003.118  (m)         3291.06   (f) ADJ UNCH    1 1
 FT1043
 FT1043.Superseded values are not recommended for survey control.
 FT1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1043.See file dsdata.txt to determine how the superseded data were derived.
 FT1043
 FT1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV138353(NAD 83)
 FT1043_MARKER: P = PIPE CAP
 FT1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT1043_SP_SET: SHALLOW-SET PIPE
 FT1043_STAMPING: RAF 3290 B 1905
 FT1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT1043
 FT1043  HISTORY     - Date     Condition        Report By
 FT1043  HISTORY     - 1905     MONUMENTED       USGS
 FT1043  HISTORY     - 1977     GOOD             NGS
 FT1043
 FT1043                          STATION DESCRIPTION
 FT1043
 FT1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1043'20.9 MI NW FROM CANTIL.
 FT1043'5.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT CANTIL,
 FT1043'THENCE 1.7 MILES NORTHWEST ALONG ABBOT ROAD, THENCE 2.7 MILES
 FT1043'NORTHWEST ALONG DOVE SPRINGS ROAD, THENCE 0.5 MILES NORTH ALONG DIRT
 FT1043'ROAD, THENCE 10.4 MILES NORTH ALONG OLD STAGE COACH LINE, 5.5 MILES
 FT1043'SOUTHWEST OF FREEMAN JUNCTION, 0.1 MILES SOUTH OF CROSSING COW HEAVEN
 FT1043'ROAD, 17.0 FT. WEST OF THE CENTER LINE ROAD, 0.7 MILES SOUTH OF BM
 FT1043'T 1303.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7160 ***********************************************************************
 EW7160  DESIGNATION -  3293
 EW7160  PID         -  EW7160
 EW7160  STATE/COUNTY-  CA/KERN
 EW7160  USGS QUAD   -  WILLOW SPRINGS (1974)
 EW7160
 EW7160                         *CURRENT SURVEY CONTROL
 EW7160  ___________________________________________________________________
 EW7160* NAD 83(1992)-  34 53 00.23947(N)    118 16 35.13167(W)     ADJUSTED  
 EW7160* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 EW7160  ___________________________________________________________________
 EW7160  EPOCH DATE  -        1991.35
 EW7160  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 EW7160  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW7160  HORZ ORDER  -  SECOND
 EW7160
 EW7160.The horizontal coordinates were established by classical geodetic methods
 EW7160.and adjusted by the National Geodetic Survey in June 1996.
 EW7160.The horizontal coordinates are valid at the epoch date displayed above.
 EW7160.The epoch date for horizontal control is a decimal equivalence
 EW7160.of Year/Month/Day.
 EW7160
 EW7160.The orthometric height was scaled from a topographic map.
 EW7160
 EW7160.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7160
 EW7160.The geoid height was determined by GEOID03.
 EW7160
 EW7160;                    North         East     Units Scale Factor Converg.
 EW7160;SPC CA 5     -   653,488.580 1,974,731.814   MT  0.99992478   -0 09 27.2
 EW7160;SPC CA 5     - 2,143,987.12  6,478,765.96   sFT  0.99992478   -0 09 27.2
 EW7160;UTM  11      - 3,860,855.824   383,355.714   MT  0.99976769   -0 43 48.3
 EW7160
 EW7160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7160!SPC CA 5     -   0.99984731  x   0.99992478  =   0.99977210
 EW7160!UTM  11      -   0.99984731  x   0.99976769  =   0.99961504
 EW7160
 EW7160                          SUPERSEDED SURVEY CONTROL
 EW7160
 EW7160  NAD 83(1986)-  34 53 00.23923(N)    118 16 35.13130(W) AD(1984.00) 2
 EW7160  NAD 27      -  34 53 00.32121(N)    118 16 31.85152(W) AD(       ) 2
 EW7160
 EW7160.Superseded values are not recommended for survey control.
 EW7160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7160.See file dsdata.txt to determine how the superseded data were derived.
 EW7160
 EW7160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU8335660856(NAD 83)
 EW7160
 EW7160  HISTORY     - Date     Condition        Report By
 EW7160  HISTORY     - 1932     MONUMENTED       CGS
 EW7160  HISTORY     - 1958     SEE DESCRIPTION  CGS
 EW7160
 EW7160                          STATION DESCRIPTION
 EW7160
 EW7160'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ)
 EW7160'ABOUT 1-1/2 MILES NORTHEAST OF WILLOW SPRINGS, ON MOST
 EW7160'NORTHEASTERLY OF TWO HIGHEST PEAKS OF BUTTE.  (TYPE OF MARK
 EW7160'NOT DESCRIBED) STATION WILLOW SPRINGS (SEE DESCRIPTION THEREOF)
 EW7160'IS 12.551 METERS (41.18 FEET) FROM STATION IN AZIMUTH 185 DEG 39
 EW7160'MIN.
 EW7160
 EW7160                          STATION RECOVERY (1958)
 EW7160
 EW7160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 EW7160'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES WEST NORTHWEST
 EW7160'OF ROSAMOND, 1-1/2 MILES EAST NORTHEAST OF WILLOW SPRINGS AND
 EW7160'ON A PROMINENT, LONE HILL THAT IS THE HIGHEST IN THE VICINITY.
 EW7160'IT IS AT TRIANGULATION STATION WILLOW SPRINGS 1932.
 EW7160'
 EW7160'THE MARK IS A USGS BENCH MARK DISK, STAMPED VA 3295, CEMENTED
 EW7160'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES
 EW7160'AND IS ABOUT 3 FEET LOWER THAN STATION WILLOW SPRINGS 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0715 ***********************************************************************
 FV0715  DESIGNATION -  33
 FV0715  PID         -  FV0715
 FV0715  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0715  USGS QUAD   -  PISMO BEACH (1994)
 FV0715
 FV0715                         *CURRENT SURVEY CONTROL
 FV0715  ___________________________________________________________________
 FV0715* NAD 83(1986)-  35 08 22.     (N)    120 38 29.     (W)     SCALED    
 FV0715* NAVD 88     -        10.889  (meters)      35.73   (feet)  READJUSTED
 FV0715  ___________________________________________________________________
 FV0715  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 FV0715  DYNAMIC HT  -          10.880 (meters)      35.70  (feet)  COMP
 FV0715  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 FV0715
 FV0715  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 FV0715
 FV0715.The horizontal coordinates were scaled from a topographic map and have
 FV0715.an estimated accuracy of +/- 6 seconds.
 FV0715
 FV0715.The orthometric height was determined by differential leveling
 FV0715.and adjusted in February 1993.
 FV0715.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 FV0715.mark was located on a no-check spur therefore a value was not computed.
 FV0715.The height was derived from older observations constrained to new
 FV0715.heights in a crustal motion area.  The height is approximate in
 FV0715.relation to other heights in its vicinity.
 FV0715.No vertical observational check was made to the station.
 FV0715
 FV0715.The geoid height was determined by GEOID03.
 FV0715
 FV0715.The dynamic height is computed by dividing the NAVD 88
 FV0715.geopotential number by the normal gravity value computed on the
 FV0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0715.degrees latitude (g = 980.6199 gals.).
 FV0715
 FV0715.The modeled gravity was interpolated from observed gravity values.
 FV0715
 FV0715;                    North         East    Units  Estimated Accuracy
 FV0715;SPC CA 5     -   685,020.    1,759,320.      MT  (+/- 180 meters Scaled)
 FV0715
 FV0715                          SUPERSEDED SURVEY CONTROL
 FV0715
 FV0715  NGVD 29 (??/??/92)   10.011  (m)           32.84   (f) ADJ UNCH    1 1
 FV0715
 FV0715.Superseded values are not recommended for survey control.
 FV0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0715.See file dsdata.txt to determine how the superseded data were derived.
 FV0715
 FV0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD148910(NAD 83)
 FV0715_MARKER: DD = SURVEY DISK
 FV0715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FV0715_SP_SET: CURB
 FV0715_STAMPING: 33 7E 1938
 FV0715_MARK LOGO: USGS  
 FV0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0715+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 FV0715
 FV0715  HISTORY     - Date     Condition        Report By
 FV0715  HISTORY     - 1938     MONUMENTED       USGS
 FV0715  HISTORY     - 1956     GOOD             NGS
 FV0715  HISTORY     - 1977     GOOD             NGS
 FV0715  HISTORY     - 1981     GOOD             USE
 FV0715  HISTORY     - 19890215 GOOD             NGS
 FV0715  HISTORY     - 20030812 GOOD             CADT
 FV0715
 FV0715                          STATION DESCRIPTION
 FV0715
 FV0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0715'AT PISMO BEACH.
 FV0715'AT PISMO BEACH, AT THE INTERSECTION OF DOLLIVER STREET AND
 FV0715'POMEROY AVENUE, IN THE TOP OF THE SOUTHWEST CURB OF DOLLIVER
 FV0715'STREET, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE AVENUE,
 FV0715'24.1 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET, 10.3 FEET
 FV0715'EAST OF THE NORTH CORNER OF THE BANK OF AMERICA BUILDING, 1.6
 FV0715'FEET EAST OF THE EAST EDGE OF A STREET LIGHT POLE, AND ABOUT
 FV0715'LEVEL WITH THE STREET.
 FV0715
 FV0715                          STATION RECOVERY (1977)
 FV0715
 FV0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0715'AT PISMO BEACH, AT THE JUNCTION OF DOLLIVER STREET AND POMEROY AVENUE,
 FV0715'IN THE TOP OF THE SOUTHWEST CURB OF THE STREET, 33.5 FT SOUTHEAST OF
 FV0715'THE CENTER LINE OF THE AVENUE, 24.1 FT SOUTHWEST OF THE CENTER LINE OF
 FV0715'THE STREET, 10.3 FT EAST OF THE NORTH CORNER OF A BUILDING, 5.0 FT
 FV0715'EAST OF THE EAST EDGE OF A STREET LIGHT POLE.
 FV0715
 FV0715                          STATION RECOVERY (1981)
 FV0715
 FV0715'RECOVERY NOTE BY US ENGINEERS 1981
 FV0715'RECOVERED IN GOOD CONDITION.
 FV0715
 FV0715                          STATION RECOVERY (1989)
 FV0715
 FV0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0715'RECOVERED IN GOOD CONDITION.
 FV0715
 FV0715                          STATION RECOVERY (2003)
 FV0715
 FV0715'RECOVERY NOTE BY CALTRANS 2003 (EJS)
 FV0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2323 ***********************************************************************
 EW2323  DESIGNATION -  33 14 LACFCD
 EW2323  PID         -  EW2323
 EW2323  STATE/COUNTY-  CA/LOS ANGELES
 EW2323  USGS QUAD   -  VAN NUYS (1972)
 EW2323
 EW2323                         *CURRENT SURVEY CONTROL
 EW2323  ___________________________________________________________________
 EW2323* NAD 83(1986)-  34 12 03.     (N)    118 24 04.     (W)     SCALED    
 EW2323* NAVD 88     -       226.72   (+/-2cm)     743.8    (feet)  VERTCON   
 EW2323  ___________________________________________________________________
 EW2323  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EW2323  VERT ORDER  -  THIRD (See Below)
 EW2323
 EW2323.The horizontal coordinates were scaled from a topographic map and have
 EW2323.an estimated accuracy of +/- 6 seconds.
 EW2323
 EW2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2323.The vertical order pertains to the NGVD 29 superseded value.
 EW2323
 EW2323.The geoid height was determined by GEOID03.
 EW2323
 EW2323;                    North         East    Units  Estimated Accuracy
 EW2323;SPC CA 5     -   577,810.    1,963,030.      MT  (+/- 180 meters Scaled)
 EW2323
 EW2323                          SUPERSEDED SURVEY CONTROL
 EW2323
 EW2323  NGVD 29 (??/??/??)  225.94   (m)          741.3    (f) RESET       3  
 EW2323
 EW2323.Superseded values are not recommended for survey control.
 EW2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2323.See file dsdata.txt to determine how the superseded data were derived.
 EW2323
 EW2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT709853(NAD 83)
 EW2323_MARKER: DD = SURVEY DISK
 EW2323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2323_SP_SET: WALL
 EW2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2323
 EW2323  HISTORY     - Date     Condition        Report By
 EW2323  HISTORY     - UNK      MONUMENTED       CA-037
 EW2323  HISTORY     - 1945     GOOD             NGS
 EW2323  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW2323
 EW2323                          STATION DESCRIPTION
 EW2323
 EW2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2323'5.5 MI NW FROM BURBANK.
 EW2323'5.5 MILES NORTHWEST ALONG THE COAST LINE OF THE SOUTHERN PACIFIC
 EW2323'CO. RAILROAD FROM THE STATION AT BURBANK, 0.3 MILE WEST OF THE
 EW2323'CROSSING OF LAUREL CANYON BOULEVARD, ON SHERMAN WAY, ABOUT
 EW2323'500 FEET SOUTH OF THE TRACK, ON THE EAST BANK OF A WASH, IN THE
 EW2323'CONCRETE WALL AT THE EDGE OF THE PAVEMENT, AND 2-1/2 FEET WEST
 EW2323'OF THE EAST END.  A LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
 EW2323'STANDARD DISK.
 EW2323
 EW2323                          STATION RECOVERY (1966)
 EW2323
 EW2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9059 ***********************************************************************
 JT9059  DESIGNATION -  33 A
 JT9059  PID         -  JT9059
 JT9059  STATE/COUNTY-  CA/NAPA
 JT9059  USGS QUAD   -  NAPA (1980)
 JT9059
 JT9059                         *CURRENT SURVEY CONTROL
 JT9059  ___________________________________________________________________
 JT9059* NAD 83(1986)-  38 18 48.     (N)    122 17 10.     (W)     SCALED    
 JT9059* NAVD 88     -         7.05   (+/-2cm)      23.1    (feet)  VERTCON   
 JT9059  ___________________________________________________________________
 JT9059  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9059  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9059
 JT9059.The horizontal coordinates were scaled from a topographic map and have
 JT9059.an estimated accuracy of +/- 6 seconds.
 JT9059
 JT9059.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9059.The vertical order pertains to the NGVD 29 superseded value.
 JT9059
 JT9059.The geoid height was determined by GEOID03.
 JT9059
 JT9059;                    North         East    Units  Estimated Accuracy
 JT9059;SPC CA 2     -   571,820.    1,974,980.      MT  (+/- 180 meters Scaled)
 JT9059
 JT9059                          SUPERSEDED SURVEY CONTROL
 JT9059
 JT9059  NGVD 29 (??/??/92)    6.26   (m)           20.5    (f) COMPUTED    2 2
 JT9059
 JT9059.Superseded values are not recommended for survey control.
 JT9059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9059.See file dsdata.txt to determine how the superseded data were derived.
 JT9059
 JT9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624408(NAD 83)
 JT9059_MARKER: DD = SURVEY DISK
 JT9059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9059_SP_SET: CONCRETE POST
 JT9059_MARK LOGO: CA2330
 JT9059_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9059+STABILITY: SURFACE MOTION
 JT9059
 JT9059  HISTORY     - Date     Condition        Report By
 JT9059  HISTORY     - 1971     MONUMENTED       CA2330
 JT9059
 JT9059                          STATION DESCRIPTION
 JT9059
 JT9059'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9059'AT INTERSECTION OF SOSCOL AND CENTRAL AVENUES, 10 FEET BY 10 FEET
 JT9059'SOUTHWEST, A WELL TYPE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9274 ***********************************************************************
 EV9274  DESIGNATION -  33 A
 EV9274  PID         -  EV9274
 EV9274  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9274  USGS QUAD   -  DEVORE (1996)
 EV9274
 EV9274                         *CURRENT SURVEY CONTROL
 EV9274  ___________________________________________________________________
 EV9274* NAD 83(1986)-  34 09 01.     (N)    117 29 13.     (W)     SCALED    
 EV9274* NAVD 88     -       459.809  (meters)    1508.56   (feet)  ADJUSTED  
 EV9274  ___________________________________________________________________
 EV9274  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 EV9274  DYNAMIC HT  -         459.287 (meters)    1506.84  (feet)  COMP
 EV9274  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EV9274
 EV9274  VERT ORDER  -  FIRST     CLASS II
 EV9274
 EV9274.The horizontal coordinates were scaled from a topographic map and have
 EV9274.an estimated accuracy of +/- 6 seconds.
 EV9274
 EV9274.The orthometric height was determined by differential leveling
 EV9274.and adjusted in January 1993.
 EV9274
 EV9274.The geoid height was determined by GEOID03.
 EV9274
 EV9274.The dynamic height is computed by dividing the NAVD 88
 EV9274.geopotential number by the normal gravity value computed on the
 EV9274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9274.degrees latitude (g = 980.6199 gals.).
 EV9274
 EV9274.The modeled gravity was interpolated from observed gravity values.
 EV9274
 EV9274;                    North         East    Units  Estimated Accuracy
 EV9274;SPC CA 5     -   572,250.    2,047,310.      MT  (+/- 180 meters Scaled)
 EV9274
 EV9274                          SUPERSEDED SURVEY CONTROL
 EV9274
 EV9274.No superseded survey control is available for this station.
 EV9274
 EV9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT551789(NAD 83)
 EV9274_MARKER: DB = BENCH MARK DISK
 EV9274_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EV9274_SP_SET: CATCH BASIN
 EV9274_STAMPING: 33A 1992
 EV9274_MARK LOGO: MWDSC 
 EV9274_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9274+STABILITY: SURFACE MOTION
 EV9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9274+SATELLITE: SATELLITE OBSERVATIONS - 1992
 EV9274
 EV9274  HISTORY     - Date     Condition        Report By
 EV9274  HISTORY     - 1992     MONUMENTED       MWDSC
 EV9274
 EV9274                          STATION DESCRIPTION
 EV9274
 EV9274'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9274'RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE AND CHERRY AVE
 EV9274'AT THE SOUTHWEST CORNER OF CHERRY AVE AND SUMMIT AVE 101 FEET (30.8
 EV9274'M) WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET (11.3 M) SOUTH OF
 EV9274'THE CENTERLINE OF SUMMIT AVE SET FLUSH ON THE NORTHWEST CORNER OF A
 EV9274'10 FOT WIDE CATCHBASIN 0.8 FOOT (24.4 CM) SOUTH OF CURB FACE.  A
 EV9274'STANDARD MWDSC 3 INCH BRASS DISK STAMPED 33A 1992.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5556 ***********************************************************************
 AB5556  DESIGNATION -  33 A 69
 AB5556  PID         -  AB5556
 AB5556  STATE/COUNTY-  CA/RIVERSIDE
 AB5556  USGS QUAD   -  STEELE PEAK (1978)
 AB5556
 AB5556                         *CURRENT SURVEY CONTROL
 AB5556  ___________________________________________________________________
 AB5556* NAD 83(1986)-  33 52 21.     (N)    117 15 55.     (W)     SCALED    
 AB5556* NAVD 88     -       466.024  (meters)    1528.95   (feet)  ADJUSTED  
 AB5556  ___________________________________________________________________
 AB5556  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AB5556  DYNAMIC HT  -         465.495 (meters)    1527.21  (feet)  COMP
 AB5556  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 AB5556
 AB5556  VERT ORDER  -  FIRST     CLASS II
 AB5556
 AB5556.The horizontal coordinates were scaled from a topographic map and have
 AB5556.an estimated accuracy of +/- 6 seconds.
 AB5556
 AB5556.The orthometric height was determined by differential leveling
 AB5556.and adjusted in October 1996.
 AB5556
 AB5556.The geoid height was determined by GEOID03.
 AB5556
 AB5556.The dynamic height is computed by dividing the NAVD 88
 AB5556.geopotential number by the normal gravity value computed on the
 AB5556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5556.degrees latitude (g = 980.6199 gals.).
 AB5556
 AB5556.The modeled gravity was interpolated from observed gravity values.
 AB5556
 AB5556;                    North         East    Units  Estimated Accuracy
 AB5556;SPC CA 6     -   689,640.    1,906,070.      MT  (+/- 180 meters Scaled)
 AB5556
 AB5556                          SUPERSEDED SURVEY CONTROL
 AB5556
 AB5556.No superseded survey control is available for this station.
 AB5556
 AB5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT754480(NAD 83)
 AB5556_MARKER: DB = BENCH MARK DISK
 AB5556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5556_STAMPING: BM 33 A 69
 AB5556_MARK LOGO: CADT  
 AB5556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5556+STABILITY: SURFACE MOTION
 AB5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5556+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AB5556
 AB5556  HISTORY     - Date     Condition        Report By
 AB5556  HISTORY     - 1969     MONUMENTED       CADT
 AB5556
 AB5556                          STATION DESCRIPTION
 AB5556
 AB5556'DESCRIBED BY CALTRANS 1969
 AB5556'MORENO VALLEY, FROM THE OFF RAMP INTERSECTION OF INTERSTATE 215 AND
 AB5556'OLEANDER AV.  PROCEED WEST ALONG OLEANDER AV 0.1 MILE (0.2 KM) TO DIRT
 AB5556'ROAD LEADING NORTH, PROCEED NORTHERLY ALONG DIRT RD APPROXIMATELY 0.25
 AB5556'MILE (0.40 KM) TO RAILROAD TRACKS, 0.7 MILE (1.1 KM) NORTH ALONG
 AB5556'RAILROAD RIGHT OF WAY ROAD FROM OLEANDER AV.  ON THE EAST SIDE OF
 AB5556'TRACKS.  FOUND A CDH 2-1/4 INCH BRASS DISK STAMPED BM 33 A 69 SET
 AB5556'FLUSH ON TOP OF A CONCRETE POST, 85 FEET (25.9 M) NORTHEAST OF
 AB5556'TELEPHONE POLE NUMBER 2339779E, 23 FEET (7.0 M) EAST OF ATSF RR TRACKS
 AB5556'AND 4.5 FEET (1.4 M) WEST OF 215 FWY RIGHT OF WAY FENCE ALSO AN
 AB5556'ALUMINUM WITNESS POST PAINTED BLUE AND WHITE. REFERENCE MWD FB 4205 06
 AB5556'012.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0732 ***********************************************************************
 HR0732  DESIGNATION -  33 B
 HR0732  PID         -  HR0732
 HR0732  STATE/COUNTY-  CA/MARIPOSA
 HR0732  USGS QUAD   -  EL CAPITAN (1992)
 HR0732
 HR0732                         *CURRENT SURVEY CONTROL
 HR0732  ___________________________________________________________________
 HR0732* NAD 83(1986)-  37 40 08.     (N)    119 42 40.     (W)     SCALED    
 HR0732* NAVD 88     -      1707.80   (+/-2cm)    5603.0    (feet)  VERTCON   
 HR0732  ___________________________________________________________________
 HR0732  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 HR0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0732
 HR0732.The horizontal coordinates were scaled from a topographic map and have
 HR0732.an estimated accuracy of +/- 6 seconds.
 HR0732
 HR0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0732.The vertical order pertains to the NGVD 29 superseded value.
 HR0732
 HR0732.The geoid height was determined by GEOID03.
 HR0732
 HR0732;                    North         East    Units  Estimated Accuracy
 HR0732;SPC CA 3     -   630,020.    2,069,600.      MT  (+/- 180 meters Scaled)
 HR0732
 HR0732                          SUPERSEDED SURVEY CONTROL
 HR0732
 HR0732  NGVD 29 (??/??/92) 1706.766  (m)         5599.61   (f) ADJ UNCH    2 0
 HR0732
 HR0732.Superseded values are not recommended for survey control.
 HR0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0732.See file dsdata.txt to determine how the superseded data were derived.
 HR0732
 HR0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB608725(NAD 83)
 HR0732_MARKER: DD = SURVEY DISK
 HR0732_SETTING: 80 = SET IN A BOULDER
 HR0732_SP_SET: BOULDER
 HR0732_STAMPING: 5599 33 B 1934
 HR0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0732+STABILITY: SURFACE MOTION
 HR0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0732+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 HR0732
 HR0732  HISTORY     - Date     Condition        Report By
 HR0732  HISTORY     - 1934     MONUMENTED       USGS
 HR0732  HISTORY     - 1956     GOOD             NGS
 HR0732  HISTORY     - 20040326 GOOD             GEOCAC
 HR0732
 HR0732                          STATION DESCRIPTION
 HR0732
 HR0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0732'11.6 MI SW FROM OLD VILLAGE.
 HR0732'11.6 MILES SOUTHWEST ALONG THE YOSEMITE VALLEY ROAD FROM THE
 HR0732'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, IN YOSEMITE
 HR0732'NATIONAL PARK, 1.7 MILES NORTH OF CHINQUAPIN, ABOUT 640 FEET
 HR0732'SOUTH OF AVALANCHE CREEK, AT THE SOUTH END OF A TURNOUT, 35
 HR0732'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP
 HR0732'OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HR0732'STAMPED 5599 33 B 1934.
 HR0732
 HR0732                          STATION RECOVERY (2004)
 HR0732
 HR0732'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0732'HANDHELD GPS COORDINATES  37 40 08.7 (N)  119 42 39.6 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9060 ***********************************************************************
 JT9060  DESIGNATION -  33 B
 JT9060  PID         -  JT9060
 JT9060  STATE/COUNTY-  CA/NAPA
 JT9060  USGS QUAD   -  NAPA (1980)
 JT9060
 JT9060                         *CURRENT SURVEY CONTROL
 JT9060  ___________________________________________________________________
 JT9060* NAD 83(1986)-  38 19 06.     (N)    122 17 10.     (W)     SCALED    
 JT9060* NAVD 88     -        10.67   (+/-2cm)      35.0    (feet)  VERTCON   
 JT9060  ___________________________________________________________________
 JT9060  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT9060  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9060
 JT9060.The horizontal coordinates were scaled from a topographic map and have
 JT9060.an estimated accuracy of +/- 6 seconds.
 JT9060
 JT9060.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9060.The vertical order pertains to the NGVD 29 superseded value.
 JT9060
 JT9060.The geoid height was determined by GEOID03.
 JT9060
 JT9060;                    North         East    Units  Estimated Accuracy
 JT9060;SPC CA 2     -   572,380.    1,974,980.      MT  (+/- 180 meters Scaled)
 JT9060
 JT9060                          SUPERSEDED SURVEY CONTROL
 JT9060
 JT9060  NGVD 29 (??/??/92)    9.88   (m)           32.4    (f) COMPUTED    2 2
 JT9060
 JT9060.Superseded values are not recommended for survey control.
 JT9060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9060.See file dsdata.txt to determine how the superseded data were derived.
 JT9060
 JT9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624413(NAD 83)
 JT9060_MARKER: DD = SURVEY DISK
 JT9060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9060_SP_SET: CONCRETE POST
 JT9060_MARK LOGO: CA2330
 JT9060_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9060+STABILITY: SURFACE MOTION
 JT9060
 JT9060  HISTORY     - Date     Condition        Report By
 JT9060  HISTORY     - 1971     MONUMENTED       CA2330
 JT9060
 JT9060                          STATION DESCRIPTION
 JT9060
 JT9060'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9060'AT INTERSECTION OF SOSCOL AND PUEBLO AVENUES, 10 FEET BY 10 FEET
 JT9060'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9275 ***********************************************************************
 EV9275  DESIGNATION -  33 B
 EV9275  PID         -  EV9275
 EV9275  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9275  USGS QUAD   -  DEVORE (1996)
 EV9275
 EV9275                         *CURRENT SURVEY CONTROL
 EV9275  ___________________________________________________________________
 EV9275* NAD 83(1986)-  34 08 40.     (N)    117 29 18.     (W)     SCALED    
 EV9275* NAVD 88     -       443.659  (meters)    1455.57   (feet)  ADJUSTED  
 EV9275  ___________________________________________________________________
 EV9275  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EV9275  DYNAMIC HT  -         443.159 (meters)    1453.93  (feet)  COMP
 EV9275  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 EV9275
 EV9275  VERT ORDER  -  FIRST     CLASS II
 EV9275
 EV9275.The horizontal coordinates were scaled from a topographic map and have
 EV9275.an estimated accuracy of +/- 6 seconds.
 EV9275
 EV9275.The orthometric height was determined by differential leveling
 EV9275.and adjusted in January 1993.
 EV9275
 EV9275.The geoid height was determined by GEOID03.
 EV9275
 EV9275.The dynamic height is computed by dividing the NAVD 88
 EV9275.geopotential number by the normal gravity value computed on the
 EV9275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9275.degrees latitude (g = 980.6199 gals.).
 EV9275
 EV9275.The modeled gravity was interpolated from observed gravity values.
 EV9275
 EV9275;                    North         East    Units  Estimated Accuracy
 EV9275;SPC CA 5     -   571,610.    2,047,190.      MT  (+/- 180 meters Scaled)
 EV9275
 EV9275                          SUPERSEDED SURVEY CONTROL
 EV9275
 EV9275.No superseded survey control is available for this station.
 EV9275
 EV9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT549782(NAD 83)
 EV9275_MARKER: DB = BENCH MARK DISK
 EV9275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV9275_SP_SET: HEADWALL
 EV9275_STAMPING: 33 B 1992
 EV9275_MARK LOGO: MWDSC 
 EV9275_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9275+STABILITY: SURFACE MOTION
 EV9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV9275+SATELLITE: SATELLITE OBSERVATIONS - 1992
 EV9275
 EV9275  HISTORY     - Date     Condition        Report By
 EV9275  HISTORY     - 1992     MONUMENTED       MWDSC
 EV9275
 EV9275                          STATION DESCRIPTION
 EV9275
 EV9275'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9275'RANCHO CUCAMONGA, 475 FEET (144.8 M) NORTH OF THE INTERSECTION OF
 EV9275'CHERRY AVE AND THE INTERSTATE 15 FREEWAY, 24 FEET (7.3 M) EAST OF THE
 EV9275'CENTERLINE OF CHERRY AVE, 43 FEET (13.1 M) SOUTH OF POWER POLE NUMBER
 EV9275'2082824E, 27 FEET (8.2 M) SOUTH OF GUY WIRE OF SAID POWER POLE.  A
 EV9275'STANDARD MWDSC 3 INCH BRASS DISK SET FLUSH IN TOP OF A 15 FEET (4.6
 EV9275'M) LONG DRAIN HEADWALL, 0.6 FOOT (18.3 CM) NORTH OF THE SOUTH END,
 EV9275'STAMPED 33B 1992.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9061 ***********************************************************************
 JT9061  DESIGNATION -  33 B 1
 JT9061  PID         -  JT9061
 JT9061  STATE/COUNTY-  CA/NAPA
 JT9061  USGS QUAD   -  NAPA (1980)
 JT9061
 JT9061                         *CURRENT SURVEY CONTROL
 JT9061  ___________________________________________________________________
 JT9061* NAD 83(1986)-  38 19 12.     (N)    122 17 04.     (W)     SCALED    
 JT9061* NAVD 88     -        11.18   (+/-2cm)      36.7    (feet)  VERTCON   
 JT9061  ___________________________________________________________________
 JT9061  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT9061  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9061
 JT9061.The horizontal coordinates were scaled from a topographic map and have
 JT9061.an estimated accuracy of +/- 6 seconds.
 JT9061
 JT9061.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9061.The vertical order pertains to the NGVD 29 superseded value.
 JT9061
 JT9061.The geoid height was determined by GEOID03.
 JT9061
 JT9061;                    North         East    Units  Estimated Accuracy
 JT9061;SPC CA 2     -   572,560.    1,975,130.      MT  (+/- 180 meters Scaled)
 JT9061
 JT9061                          SUPERSEDED SURVEY CONTROL
 JT9061
 JT9061  NGVD 29 (??/??/92)   10.39   (m)           34.1    (f) COMPUTED    2 2
 JT9061
 JT9061.Superseded values are not recommended for survey control.
 JT9061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9061.See file dsdata.txt to determine how the superseded data were derived.
 JT9061
 JT9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625415(NAD 83)
 JT9061_MARKER: Z = SEE DESCRIPTION
 JT9061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9061_SP_SET: WELL MONUMENT
 JT9061_MARK LOGO: CA2330
 JT9061_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9061
 JT9061  HISTORY     - Date     Condition        Report By
 JT9061  HISTORY     - 1971     MONUMENTED       CA2330
 JT9061
 JT9061                          STATION DESCRIPTION
 JT9061
 JT9061'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9061'AT INTERSECTION OF SOSCOL AND RIVER GLEN, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1222 ***********************************************************************
 FT1222  DESIGNATION -  33 BIS
 FT1222  PID         -  FT1222
 FT1222  STATE/COUNTY-  CA/KERN
 FT1222  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1222
 FT1222                         *CURRENT SURVEY CONTROL
 FT1222  ___________________________________________________________________
 FT1222* NAD 83(1986)-  35 34 58.     (N)    117 54 43.     (W)     SCALED    
 FT1222* NAVD 88     -       971.707  (meters)    3188.01   (feet)  ADJUSTED  
 FT1222  ___________________________________________________________________
 FT1222  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FT1222  DYNAMIC HT  -         970.596 (meters)    3184.36  (feet)  COMP
 FT1222  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 FT1222
 FT1222  VERT ORDER  -  FIRST     CLASS II
 FT1222
 FT1222.The horizontal coordinates were scaled from a topographic map and have
 FT1222.an estimated accuracy of +/- 6 seconds.
 FT1222
 FT1222.The orthometric height was determined by differential leveling
 FT1222.and adjusted in June 1991.
 FT1222
 FT1222.The geoid height was determined by GEOID03.
 FT1222
 FT1222.The dynamic height is computed by dividing the NAVD 88
 FT1222.geopotential number by the normal gravity value computed on the
 FT1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1222.degrees latitude (g = 980.6199 gals.).
 FT1222
 FT1222.The modeled gravity was interpolated from observed gravity values.
 FT1222
 FT1222;                    North         East    Units  Estimated Accuracy
 FT1222;SPC CA 5     -   731,050.    2,007,980.      MT  (+/- 180 meters Scaled)
 FT1222
 FT1222                          SUPERSEDED SURVEY CONTROL
 FT1222
 FT1222.No superseded survey control is available for this station.
 FT1222
 FT1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV173380(NAD 83)
 FT1222_MARKER: DB = BENCH MARK DISK
 FT1222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FT1222_SP_SET: HEADWALL
 FT1222_STAMPING: 33 BIS 1966 3185
 FT1222_MARK LOGO: USGS  
 FT1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1222+STABILITY: SURFACE MOTION
 FT1222
 FT1222  HISTORY     - Date     Condition        Report By
 FT1222  HISTORY     - 1966     MONUMENTED       USGS
 FT1222  HISTORY     - 1983     GOOD             NGS
 FT1222
 FT1222                          STATION DESCRIPTION
 FT1222
 FT1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FT1222'34.8 KM (21.6 MI) NORTH FROM CANTIL.
 FT1222'34.8 KM (21.65 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 FT1222'AT CANTIL, IN TOP OF THE NORTHEAST HEADWALL FOR THE BRIDGE OVER
 FT1222'FREEMAN GULCH, 5.1 METERS (17 FT) EAST OF THE HIGHWAY CENTERLINE.
 FT1222'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9062 ***********************************************************************
 JT9062  DESIGNATION -  33 C
 JT9062  PID         -  JT9062
 JT9062  STATE/COUNTY-  CA/NAPA
 JT9062  USGS QUAD   -  NAPA (1980)
 JT9062
 JT9062                         *CURRENT SURVEY CONTROL
 JT9062  ___________________________________________________________________
 JT9062* NAD 83(1986)-  38 19 18.     (N)    122 17 04.     (W)     SCALED    
 JT9062* NAVD 88     -        12.10   (+/-2cm)      39.7    (feet)  VERTCON   
 JT9062  ___________________________________________________________________
 JT9062  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT9062  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9062
 JT9062.The horizontal coordinates were scaled from a topographic map and have
 JT9062.an estimated accuracy of +/- 6 seconds.
 JT9062
 JT9062.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9062.The vertical order pertains to the NGVD 29 superseded value.
 JT9062
 JT9062.The geoid height was determined by GEOID03.
 JT9062
 JT9062;                    North         East    Units  Estimated Accuracy
 JT9062;SPC CA 2     -   572,750.    1,975,130.      MT  (+/- 180 meters Scaled)
 JT9062
 JT9062                          SUPERSEDED SURVEY CONTROL
 JT9062
 JT9062  NGVD 29 (??/??/92)   11.315  (m)           37.12   (f) ADJ UNCH    2 2
 JT9062
 JT9062.Superseded values are not recommended for survey control.
 JT9062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9062.See file dsdata.txt to determine how the superseded data were derived.
 JT9062
 JT9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625417(NAD 83)
 JT9062_MARKER: DD = SURVEY DISK
 JT9062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9062_SP_SET: CONCRETE POST
 JT9062_MARK LOGO: CA2330
 JT9062_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9062+STABILITY: SURFACE MOTION
 JT9062
 JT9062  HISTORY     - Date     Condition        Report By
 JT9062  HISTORY     - 1971     MONUMENTED       CA2330
 JT9062
 JT9062                          STATION DESCRIPTION
 JT9062
 JT9062'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9062'AT INTERSECTION OF SOSCOL AND BARKER ROAD, 10 FT (3.0 M) WEST OF
 JT9062'CENTERLINE (OPPOSITE SOUTH DRIVEWAY OF ELKS CLUB), A WELL TYPE
 JT9062'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0379 ***********************************************************************
 DY0379  DESIGNATION -  33 C OF LB
 DY0379  PID         -  DY0379
 DY0379  STATE/COUNTY-  CA/LOS ANGELES
 DY0379  USGS QUAD   -  LONG BEACH (1981)
 DY0379
 DY0379                         *CURRENT SURVEY CONTROL
 DY0379  ___________________________________________________________________
 DY0379* NAD 83(1986)-  33 46 12.     (N)    118 08 30.     (W)     SCALED    
 DY0379* NAVD 88     -        17.37   (+/-2cm)      57.0    (feet)  VERTCON   
 DY0379  ___________________________________________________________________
 DY0379  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0379  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0379
 DY0379.The horizontal coordinates were scaled from a topographic map and have
 DY0379.an estimated accuracy of +/- 6 seconds.
 DY0379
 DY0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0379.The vertical order pertains to the NGVD 29 superseded value.
 DY0379
 DY0379.The geoid height was determined by GEOID03.
 DY0379
 DY0379;                    North         East    Units  Estimated Accuracy
 DY0379;SPC CA 5     -   529,960.    1,986,880.      MT  (+/- 180 meters Scaled)
 DY0379
 DY0379                          SUPERSEDED SURVEY CONTROL
 DY0379
 DY0379  NGVD 29 (??/??/92)   16.596  (m)           54.45   (f) ADJ UNCH    1 2
 DY0379
 DY0379.Superseded values are not recommended for survey control.
 DY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0379.See file dsdata.txt to determine how the superseded data were derived.
 DY0379
 DY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT942372(NAD 83)
 DY0379_MARKER: B = BOLT
 DY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0379+STABILITY: SURFACE MOTION
 DY0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0379+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 DY0379
 DY0379  HISTORY     - Date     Condition        Report By
 DY0379  HISTORY     - UNK      MONUMENTED       CA1970
 DY0379  HISTORY     - 1954     GOOD             NGS
 DY0379  HISTORY     - 1964     GOOD             NGS
 DY0379  HISTORY     - 20061111 GOOD             GEOCAC
 DY0379
 DY0379                          STATION DESCRIPTION
 DY0379
 DY0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0379'AT LONG BEACH.
 DY0379'AT LONG BEACH, 0.8 MILE SOUTH ALONG XIMENO AVENUE FROM THE
 DY0379'INTERSECTION OF ANAHEIM STREET, AT THE SOUTHWEST CORNER OF THE
 DY0379'INTERSECTION OF COLORADO STREET, IN THE LAWN BETWEEN THE SIDEWALK
 DY0379'AND THE WEST CURB OF THE AVENUE, 13.8 FEET SOUTH OF THE SOUTH
 DY0379'CURB OF THE STREET, 1.8 FEET WEST OF THE WEST CURB OF THE
 DY0379'AVENUE, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DY0379'POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A 6-INCH
 DY0379'FLAT IRON COVER UNMARKED.
 DY0379
 DY0379                          STATION RECOVERY (1964)
 DY0379
 DY0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0379'RECOVERED IN GOOD CONDITION.
 DY0379
 DY0379                          STATION RECOVERY (2006)
 DY0379
 DY0379'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2235 ***********************************************************************
 EV2235  DESIGNATION -  33 FMK
 EV2235  PID         -  EV2235
 EV2235  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2235  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2235
 EV2235                         *CURRENT SURVEY CONTROL
 EV2235  ___________________________________________________________________
 EV2235* NAD 83(1986)-  34 59 38.     (N)    117 33 37.     (W)     SCALED    
 EV2235* NAVD 88     -       756.796  (meters)    2482.92   (feet)  ADJUSTED  
 EV2235  ___________________________________________________________________
 EV2235  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2235  DYNAMIC HT  -         755.941 (meters)    2480.12  (feet)  COMP
 EV2235  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 EV2235
 EV2235  VERT ORDER  -  FIRST     CLASS I
 EV2235
 EV2235.The horizontal coordinates were scaled from a topographic map and have
 EV2235.an estimated accuracy of +/- 6 seconds.
 EV2235
 EV2235.The orthometric height was determined by differential leveling
 EV2235.and adjusted in June 1991.
 EV2235
 EV2235.The geoid height was determined by GEOID03.
 EV2235
 EV2235.The dynamic height is computed by dividing the NAVD 88
 EV2235.geopotential number by the normal gravity value computed on the
 EV2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2235.degrees latitude (g = 980.6199 gals.).
 EV2235
 EV2235.The modeled gravity was interpolated from observed gravity values.
 EV2235
 EV2235;                    North         East    Units  Estimated Accuracy
 EV2235;SPC CA 5     -   665,800.    2,040,140.      MT  (+/- 180 meters Scaled)
 EV2235
 EV2235                          SUPERSEDED SURVEY CONTROL
 EV2235
 EV2235  NGVD 29 (??/??/92)  755.999  (m)         2480.31   (f) ADJ UNCH    1 1
 EV2235
 EV2235.Superseded values are not recommended for survey control.
 EV2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2235.See file dsdata.txt to determine how the superseded data were derived.
 EV2235
 EV2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU488725(NAD 83)
 EV2235_MARKER: DD = SURVEY DISK
 EV2235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2235_SP_SET: 10 FEET
 EV2235_STAMPING: 33 FMK 1973
 EV2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2235
 EV2235  HISTORY     - Date     Condition        Report By
 EV2235  HISTORY     - 1973     MONUMENTED       USGS
 EV2235  HISTORY     - 1974     GOOD             NGS
 EV2235  HISTORY     - 1977     GOOD             NGS
 EV2235
 EV2235                          STATION DESCRIPTION
 EV2235
 EV2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2235'5.2 MI E FROM BORON.
 EV2235'5.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2235'FROM THE STATION AT BORON, 4 POLES EAST OF MILEPOST 779, 73.2
 EV2235'FEET NORTH OF THE NORTH RAIL, 119 FEET NORTH AND ACROSS THE TRACK
 EV2235'FROM TELEPHONE POLE 188-30, 6 1/2 FEET EAST OF A TELEPHONE POLE,
 EV2235'1.9 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 EV2235'TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH
 EV2235'OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 EV2235'PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 1, T10N,
 EV2235'R7W
 EV2235
 EV2235                          STATION RECOVERY (1977)
 EV2235
 EV2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1289 ***********************************************************************
 JT1289  DESIGNATION -  33 M
 JT1289  PID         -  JT1289
 JT1289  STATE/COUNTY-  CA/SONOMA
 JT1289  USGS QUAD   -  WARM SPRINGS DAM (1978)
 JT1289
 JT1289                         *CURRENT SURVEY CONTROL
 JT1289  ___________________________________________________________________
 JT1289* NAD 83(1986)-  38 41 40.     (N)    123 01 37.     (W)     SCALED    
 JT1289* NAVD 88     -        95.73   (+/-2cm)     314.1    (feet)  VERTCON   
 JT1289  ___________________________________________________________________
 JT1289  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JT1289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1289
 JT1289.The horizontal coordinates were scaled from a topographic map and have
 JT1289.an estimated accuracy of +/- 6 seconds.
 JT1289
 JT1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1289.The vertical order pertains to the NGVD 29 superseded value.
 JT1289
 JT1289.The geoid height was determined by GEOID03.
 JT1289
 JT1289;                    North         East    Units  Estimated Accuracy
 JT1289;SPC CA 2     -   614,590.    1,910,670.      MT  (+/- 180 meters Scaled)
 JT1289
 JT1289                          SUPERSEDED SURVEY CONTROL
 JT1289
 JT1289  NGVD 29 (??/??/92)   94.84   (m)          311.2    (f) COMPUTED    2 0
 JT1289
 JT1289.Superseded values are not recommended for survey control.
 JT1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1289.See file dsdata.txt to determine how the superseded data were derived.
 JT1289
 JT1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH976828(NAD 83)
 JT1289_MARKER: DB = BENCH MARK DISK
 JT1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1289_SP_SET: CULVERT
 JT1289_STAMPING: 33 M 1933 310
 JT1289_MARK LOGO: USGS  
 JT1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1289
 JT1289  HISTORY     - Date     Condition        Report By
 JT1289  HISTORY     - 1933     MONUMENTED       USGS
 JT1289  HISTORY     - 1960     GOOD             CGS
 JT1289  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JT1289
 JT1289                          STATION DESCRIPTION
 JT1289
 JT1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1289'AT SKAGGS SPRINGS.
 JT1289'AT SKAGGS SPRINGS, ABOUT 80 YARDS SOUTHWEST OF THE FORMER SITE
 JT1289'OF THE OLD POST OFFICE, AT A CONCRETE CULVERT OVER LITTLE WARM
 JT1289'SPRINGS CREEK, IN THE TOP OF THE WEST HEADWALL, AND 10 FEET
 JT1289'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL
 JT1289'SURVEY DISK.
 JT1289
 JT1289                          STATION RECOVERY (1987)
 JT1289
 JT1289'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT2259 ***********************************************************************
 HT2259  DESIGNATION -  33 USA
 HT2259  PID         -  HT2259
 HT2259  STATE/COUNTY-  CA/SAN FRANCISCO
 HT2259  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT2259
 HT2259                         *CURRENT SURVEY CONTROL
 HT2259  ___________________________________________________________________
 HT2259* NAD 83(1986)-  37 47 54.     (N)    122 28 08.     (W)     SCALED    
 HT2259* NAVD 88     -        51.430  (meters)     168.73   (feet)  ADJUSTED  
 HT2259  ___________________________________________________________________
 HT2259  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HT2259  DYNAMIC HT  -          51.396 (meters)     168.62  (feet)  COMP
 HT2259  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 HT2259
 HT2259  VERT ORDER  -  FIRST     CLASS I
 HT2259
 HT2259.The horizontal coordinates were scaled from a topographic map and have
 HT2259.an estimated accuracy of +/- 6 seconds.
 HT2259
 HT2259.The orthometric height was determined by differential leveling
 HT2259.and adjusted in June 1991.
 HT2259
 HT2259.The geoid height was determined by GEOID03.
 HT2259
 HT2259.The dynamic height is computed by dividing the NAVD 88
 HT2259.geopotential number by the normal gravity value computed on the
 HT2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT2259.degrees latitude (g = 980.6199 gals.).
 HT2259
 HT2259.The modeled gravity was interpolated from observed gravity values.
 HT2259
 HT2259;                    North         East    Units  Estimated Accuracy
 HT2259;SPC CA 3     -   645,910.    1,826,620.      MT  (+/- 180 meters Scaled)
 HT2259
 HT2259                          SUPERSEDED SURVEY CONTROL
 HT2259
 HT2259  NGVD 29 (10/21/93)   50.600  (m)          166.01   (f) ADJUSTED    1 1
 HT2259
 HT2259.Superseded values are not recommended for survey control.
 HT2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT2259.See file dsdata.txt to determine how the superseded data were derived.
 HT2259
 HT2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG467835(NAD 83)
 HT2259_MARKER: DD = SURVEY DISK
 HT2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT2259_SP_SET: CONCRETE POST
 HT2259_STAMPING: 33 1961
 HT2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT2259+STABILITY: SURFACE MOTION
 HT2259
 HT2259  HISTORY     - Date     Condition        Report By
 HT2259  HISTORY     - 1961     MONUMENTED       USA
 HT2259  HISTORY     - 1977     GOOD             NGS
 HT2259  HISTORY     - 20051214 GOOD             GEOCAC
 HT2259
 HT2259                          STATION DESCRIPTION
 HT2259
 HT2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HT2259'IN SAN FRANCISCO.
 HT2259'IN SAN FRANCISCO, AT THE PRESIDIO, 150 FEET NORTH OF THE ENTRANCE
 HT2259'TO FORT WINFIELD SCOTT, 15 FEET EAST OF THE CENTER LINE OF PARK
 HT2259'BLVD, AND 1 FOOT EAST OF THE EAST CURB.
 HT2259
 HT2259                          STATION RECOVERY (2005)
 HT2259
 HT2259'RECOVERY NOTE BY GEOCACHING 2005 (PFW)
 HT2259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0835 ***********************************************************************
 JS0835  DESIGNATION -  33 USE
 JS0835  PID         -  JS0835
 JS0835  STATE/COUNTY-  CA/SACRAMENTO
 JS0835  USGS QUAD   -  CARMICHAEL (1992)
 JS0835
 JS0835                         *CURRENT SURVEY CONTROL
 JS0835  ___________________________________________________________________
 JS0835* NAD 83(1986)-  38 35 00.     (N)    121 18 49.     (W)     SCALED    
 JS0835* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 JS0835  ___________________________________________________________________
 JS0835  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JS0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0835
 JS0835.The horizontal coordinates were scaled from a topographic map and have
 JS0835.an estimated accuracy of +/- 6 seconds.
 JS0835
 JS0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0835.The vertical order pertains to the NGVD 29 superseded value.
 JS0835
 JS0835.The geoid height was determined by GEOID03.
 JS0835
 JS0835;                    North         East    Units  Estimated Accuracy
 JS0835;SPC CA 2     -   601,980.    2,059,800.      MT  (+/- 180 meters Scaled)
 JS0835
 JS0835                          SUPERSEDED SURVEY CONTROL
 JS0835
 JS0835  NGVD 29 (??/??/92)   22.83   (m)           74.9    (f) COMPUTED    2 0
 JS0835
 JS0835.Superseded values are not recommended for survey control.
 JS0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0835.See file dsdata.txt to determine how the superseded data were derived.
 JS0835
 JS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH468718(NAD 83)
 JS0835_MARKER: P = PIPE CAP
 JS0835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0835_STAMPING: 33 77.8
 JS0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0835
 JS0835  HISTORY     - Date     Condition        Report By
 JS0835  HISTORY     - UNK      MONUMENTED       DOD
 JS0835  HISTORY     - 1945     GOOD             NGS
 JS0835  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0835
 JS0835                          STATION DESCRIPTION
 JS0835
 JS0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS0835'5.2 MI NE FROM PERKINS.
 JS0835'ALONG U.S. HIGHWAY 50, 5.25 MILES NORTHEAST OF THE JUNCTION
 JS0835'OF HIGHWAYS AT PERKINS, 0.25 MILE NORTHEAST OF RAILWAY MILE POST
 JS0835'101, 0.25 MILE SOUTHWEST OF VILLAGE OF MILLS AND JUNCTION OF ROAD
 JS0835'TO MATHER FIELD, 0.15 MILE NORTHEAST OF JUNCTION OF PALM BORDERED
 JS0835'DRIVE LEADING NORTHWEST TO FARM HOME, 37.0 FEET NORTHWEST OF
 JS0835'NORTHWEST RAIL OF RAILWAY, 32.6 FEET SOUTHEAST OF CENTER-LINE
 JS0835'OF HIGHWAY, A CAP SCREWED ON TOP OF IRON PIPE PROJECTING 0.5 FOOT
 JS0835'ABOVE THE GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 JS0835'STAMPED 33 77.8.
 JS0835
 JS0835                          STATION RECOVERY (2004)
 JS0835
 JS0835'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4185 ***********************************************************************
 GU4185  DESIGNATION -  33 WLS RESET
 GU4185  PID         -  GU4185
 GU4185  STATE/COUNTY-  CA/SANTA CRUZ
 GU4185  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4185
 GU4185                         *CURRENT SURVEY CONTROL
 GU4185  ___________________________________________________________________
 GU4185* NAD 83(1986)-  36 56 07.     (N)    121 44 36.     (W)     SCALED    
 GU4185* NAVD 88     -        21.817  (meters)      71.58   (feet)  ADJUSTED  
 GU4185  ___________________________________________________________________
 GU4185  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 GU4185  DYNAMIC HT  -          21.801 (meters)      71.53  (feet)  COMP
 GU4185  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 GU4185
 GU4185  VERT ORDER  -  FIRST     CLASS II
 GU4185
 GU4185.The horizontal coordinates were scaled from a topographic map and have
 GU4185.an estimated accuracy of +/- 6 seconds.
 GU4185
 GU4185.The orthometric height was determined by differential leveling
 GU4185.and adjusted in February 1993.
 GU4185
 GU4185.The geoid height was determined by GEOID03.
 GU4185
 GU4185.The dynamic height is computed by dividing the NAVD 88
 GU4185.geopotential number by the normal gravity value computed on the
 GU4185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4185.degrees latitude (g = 980.6199 gals.).
 GU4185
 GU4185.The modeled gravity was interpolated from observed gravity values.
 GU4185
 GU4185;                    North         East    Units  Estimated Accuracy
 GU4185;SPC CA 3     -   549,040.    1,889,240.      MT  (+/- 180 meters Scaled)
 GU4185
 GU4185                          SUPERSEDED SURVEY CONTROL
 GU4185
 GU4185  NGVD 29 (10/21/93)   20.987  (m)           68.85   (f) ADJUSTED    1 2
 GU4185
 GU4185.Superseded values are not recommended for survey control.
 GU4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4185.See file dsdata.txt to determine how the superseded data were derived.
 GU4185
 GU4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF119884(NAD 83)
 GU4185_MARKER: DB = BENCH MARK DISK
 GU4185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU4185_SP_SET: ABUTMENT
 GU4185_STAMPING: 33 WLS 1955 RESET 1965
 GU4185_MARK LOGO: USGS  
 GU4185_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4185+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 GU4185
 GU4185  HISTORY     - Date     Condition        Report By
 GU4185  HISTORY     - 1965     MONUMENTED       USGS
 GU4185  HISTORY     - 19900327 GOOD             NGS
 GU4185
 GU4185                          STATION DESCRIPTION
 GU4185
 GU4185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4185'3.0 KM (1.86 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4185'WITH MAIN STREET IN WATSONVILLE, IN THE NORTHWEST ABUTMENT WALKWAY OF
 GU4185'BRIDGE NUMBER 36-01 SPANNING CORRALITOS CREEK, 75.8 M (248.69 FT)
 GU4185'SOUTH OF THE CENTER OF HOLOHAN ROAD, 7.4 M (24.28 FT) WEST OF THE
 GU4185'CENTERLINE OF THE HIGHWAY, 2.6 M (8.53 FT) SOUTH OF THE NORTH END OF
 GU4185'THE WALKWAY, 2.3 M (7.55 FT) SOUTHEAST OF UTILITY POLE NUMBER 867,
 GU4185'AND 0.15 M (0.49 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0561 ***********************************************************************
 HS0561  DESIGNATION -  33.05 EBMUD
 HS0561  PID         -  HS0561
 HS0561  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0561  USGS QUAD   -  HOLT (1994)
 HS0561
 HS0561                         *CURRENT SURVEY CONTROL
 HS0561  ___________________________________________________________________
 HS0561* NAD 83(1986)-  37 56 08.     (N)    121 27 56.     (W)     SCALED    
 HS0561* NAVD 88     -         1.16   (+/-2cm)       3.8    (feet)  VERTCON   
 HS0561  ___________________________________________________________________
 HS0561  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HS0561  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0561
 HS0561.The horizontal coordinates were scaled from a topographic map and have
 HS0561.an estimated accuracy of +/- 6 seconds.
 HS0561
 HS0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0561.The vertical order pertains to the NGVD 29 superseded value.
 HS0561
 HS0561.The geoid height was determined by GEOID03.
 HS0561
 HS0561;                    North         East    Units  Estimated Accuracy
 HS0561;SPC CA 3     -   659,760.    1,915,130.      MT  (+/- 180 meters Scaled)
 HS0561
 HS0561                          SUPERSEDED SURVEY CONTROL
 HS0561
 HS0561  NGVD 29 (??/??/92)    0.483  (m)            1.58   (f) ADJ UNCH    1 2
 HS0561
 HS0561.Superseded values are not recommended for survey control.
 HS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0561.See file dsdata.txt to determine how the superseded data were derived.
 HS0561
 HS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG348997(NAD 83)
 HS0561_MARKER: DD = SURVEY DISK
 HS0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0561_SP_SET: CONCRETE MANHOLE
 HS0561_STAMPING: P 2251+33.05 1.63 H 2251+48.73
 HS0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0561
 HS0561  HISTORY     - Date     Condition        Report By
 HS0561  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0561  HISTORY     - 1967     GOOD             NGS
 HS0561
 HS0561                          STATION DESCRIPTION
 HS0561
 HS0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0561'2 MI W FROM HOLT.
 HS0561'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON,
 HS0561'TOPEKA AND SANTA FE RAILWAY STATION AT HOLT, THENCE 1.85 MILES
 HS0561'WEST ALONG MOKELUMNE AQUEDUCT OF THE EAST BAY MUNICIPAL UTILITY
 HS0561'DISTRICT, AT THE NORTH SIDE OF UPPER JONES TRACK, IN THE TOP OF
 HS0561'THE EAST END OF CONCRETE MANHOLE STRUCTURE 122 OF THE CENTER
 HS0561'PIPE LINE, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 HS0561'EAST OF BENCH MARK S 1105, 2.3 FEET EAST OF THE EAST VERTICAL
 HS0561'WALL OF THE MANHOLE COVER, AND ABOUT 12 1/2 FEET HIGHER THAN THE
 HS0561'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0649 ***********************************************************************
 HS0649  DESIGNATION -  33.283 SFHHWS
 HS0649  PID         -  HS0649
 HS0649  STATE/COUNTY-  CA/STANISLAUS
 HS0649  USGS QUAD   -  RIPON (1994)
 HS0649
 HS0649                         *CURRENT SURVEY CONTROL
 HS0649  ___________________________________________________________________
 HS0649* NAD 83(1986)-  37 38 31.     (N)    121 11 17.     (W)     SCALED    
 HS0649* NAVD 88     -        11.42   (+/-2cm)      37.5    (feet)  VERTCON   
 HS0649  ___________________________________________________________________
 HS0649  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HS0649  VERT ORDER  -  THIRD (See Below)
 HS0649
 HS0649.The horizontal coordinates were scaled from a topographic map and have
 HS0649.an estimated accuracy of +/- 6 seconds.
 HS0649
 HS0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0649.The vertical order pertains to the NGVD 29 superseded value.
 HS0649
 HS0649.The geoid height was determined by GEOID03.
 HS0649
 HS0649;                    North         East    Units  Estimated Accuracy
 HS0649;SPC CA 3     -   626,960.    1,939,280.      MT  (+/- 180 meters Scaled)
 HS0649
 HS0649                          SUPERSEDED SURVEY CONTROL
 HS0649
 HS0649  NGVD 29 (??/??/??)   10.69   (m)           35.1    (f) RESET       3  
 HS0649
 HS0649.Superseded values are not recommended for survey control.
 HS0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0649.See file dsdata.txt to determine how the superseded data were derived.
 HS0649
 HS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG598676(NAD 83)
 HS0649_MARKER: DD = SURVEY DISK
 HS0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0649_SP_SET: FOUNDATION
 HS0649_STAMPING: 33.283
 HS0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0649
 HS0649  HISTORY     - Date     Condition        Report By
 HS0649  HISTORY     - UNK      MONUMENTED       HHWS
 HS0649  HISTORY     - 1961     GOOD             NGS
 HS0649  HISTORY     - 1965     GOOD             NGS
 HS0649
 HS0649                          STATION DESCRIPTION
 HS0649
 HS0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0649'7 MI E FROM VERNALIS.
 HS0649'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0649'GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 6.05 MILES EAST
 HS0649'ALONG STATE HIGHWAY 132, THENCE 0.35 MILE NORTH ALONG AN ASPHALT
 HS0649'ROAD, 0.7 MILE EAST AND NORTH OF BENCH MARK K 1128, AT THE
 HS0649'CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, IN THE TOP OF
 HS0649'THE SOUTHEAST CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF TOWER
 HS0649'506, 102 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.5 FEET
 HS0649'SOUTHEAST OF THE STEEL LEG, AND ABOUT LEVEL WITH THE ROAD.
 HS0649
 HS0649                          STATION RECOVERY (1965)
 HS0649
 HS0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1202 ***********************************************************************
 DX1202  DESIGNATION -  330
 DX1202  PID         -  DX1202
 DX1202  STATE/COUNTY-  CA/SAN DIEGO
 DX1202  USGS QUAD   -  SAN MARCOS (1983)
 DX1202
 DX1202                         *CURRENT SURVEY CONTROL
 DX1202  ___________________________________________________________________
 DX1202* NAD 83(1986)-  33 12 07.     (N)    117 14 37.     (W)     SCALED    
 DX1202* NAVD 88     -       101.52   (+/-2cm)     333.1    (feet)  VERTCON   
 DX1202  ___________________________________________________________________
 DX1202  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DX1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1202
 DX1202.The horizontal coordinates were scaled from a topographic map and have
 DX1202.an estimated accuracy of +/- 6 seconds.
 DX1202
 DX1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1202.The vertical order pertains to the NGVD 29 superseded value.
 DX1202
 DX1202.The geoid height was determined by GEOID03.
 DX1202
 DX1202;                    North         East    Units  Estimated Accuracy
 DX1202;SPC CA 6     -   615,260.    1,907,360.      MT  (+/- 180 meters Scaled)
 DX1202
 DX1202                          SUPERSEDED SURVEY CONTROL
 DX1202
 DX1202  NGVD 29 (??/??/??)  100.809  (m)          330.74   (f) ADJUSTED    2 0
 DX1202
 DX1202.Superseded values are not recommended for survey control.
 DX1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1202.See file dsdata.txt to determine how the superseded data were derived.
 DX1202
 DX1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS772737(NAD 83)
 DX1202_MARKER: P = PIPE CAP
 DX1202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1202_STAMPING: 330 SEA
 DX1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1202
 DX1202  HISTORY     - Date     Condition        Report By
 DX1202  HISTORY     - UNK      MONUMENTED       USGS
 DX1202  HISTORY     - 1960     GOOD             NGS
 DX1202  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DX1202  HISTORY     - 19900519 MARK NOT FOUND   USPSQD
 DX1202  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 DX1202
 DX1202                          STATION DESCRIPTION
 DX1202
 DX1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1202'AT VISTA.
 DX1202'AT VISTA, 105 FEET SOUTH OF A FLAGPOLE IN THE TRIANGLE OF THE
 DX1202'INTERSECTION OF SANTA FE AVENUE AND VISTA WAY (MAIN INTERSECTION),
 DX1202'AT THE SOUTHEAST (NOT SOUTHWEST AS FORMERLY STATED) CORNER OF
 DX1202'THE SECTION OF FORMANS HOUSE OF THE ATCHISON, TOPEKA AND SANTA
 DX1202'FE RAILWAY, RIVETED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT
 DX1202'14 INCHES.
 DX1202
 DX1202                          STATION RECOVERY (1988)
 DX1202
 DX1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (REK)
 DX1202'MARK NOT FOUND.
 DX1202
 DX1202                          STATION RECOVERY (1990)
 DX1202
 DX1202'RECOVERY NOTE BY US POWER SQUADRON 1990 (EBS)
 DX1202'MARK NOT FOUND.
 DX1202
 DX1202                          STATION RECOVERY (2004)
 DX1202
 DX1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (EBS)
 DX1202'LOCATION OF STATION IS IN REDEVELOPEMENT AREA OF VISTA IN BUILT UP
 DX1202'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1732 ***********************************************************************
 JS1732  DESIGNATION -  330 N USE
 JS1732  PID         -  JS1732
 JS1732  STATE/COUNTY-  CA/SACRAMENTO
 JS1732  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1732
 JS1732                         *CURRENT SURVEY CONTROL
 JS1732  ___________________________________________________________________
 JS1732* NAD 83(1986)-  38 06 21.     (N)    121 36 56.     (W)     SCALED    
 JS1732* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 JS1732  ___________________________________________________________________
 JS1732  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JS1732  VERT ORDER  -  THIRD (See Below)
 JS1732
 JS1732.The horizontal coordinates were scaled from a topographic map and have
 JS1732.an estimated accuracy of +/- 6 seconds.
 JS1732
 JS1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1732.The vertical order pertains to the NGVD 29 superseded value.
 JS1732
 JS1732.The geoid height was determined by GEOID03.
 JS1732
 JS1732;                    North         East    Units  Estimated Accuracy
 JS1732;SPC CA 2     -   548,820.    2,033,720.      MT  (+/- 180 meters Scaled)
 JS1732
 JS1732                          SUPERSEDED SURVEY CONTROL
 JS1732
 JS1732  NGVD 29 (??/??/??)    1.54   (m)            5.1    (f) RESET       3  
 JS1732
 JS1732.Superseded values are not recommended for survey control.
 JS1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1732.See file dsdata.txt to determine how the superseded data were derived.
 JS1732
 JS1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH213184(NAD 83)
 JS1732_MARKER: P = PIPE CAP
 JS1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1732_STAMPING: 330 N
 JS1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1732+STABILITY: SURFACE MOTION
 JS1732
 JS1732  HISTORY     - Date     Condition        Report By
 JS1732  HISTORY     - UNK      MONUMENTED       DOD
 JS1732  HISTORY     - 1951     GOOD             NGS
 JS1732  HISTORY     - 1964     GOOD             NGS
 JS1732
 JS1732                          STATION DESCRIPTION
 JS1732
 JS1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1732'AT TWITCHELL ISLAND.
 JS1732'ON THE EAST CORNER OF TWITCHELL ISLAND, 2.7 MILES EAST ALONG A
 JS1732'DIRT ROAD ON THE SAN JOAQUIN RIVER LEVEE, ON THE NORTHWEST BANK
 JS1732'OF THE SAN JOAQUIN RIVER AT THE CONFLUENCE OF SEVENMILE SLOUGH,
 JS1732'ABOUT 0.3 MILES SOUTH OF A FARM HOUSE, 158 FEET NORTHEAST OF THE
 JS1732'NORTHEAST LEG OF A CHANNEL LIGHT TOWER, 25.6 FEET SOUTHEAST
 JS1732'OF THE SOUTH CORNER OF A SMALL ABANDONED OUTHOUSE, 2 FEET WEST
 JS1732'OF THE CENTER LINE OF AN OLD ROAD BED ON THE LEVEE, 1.7 FEET
 JS1732'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TOP OF
 JS1732'THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JS1732'GROUND.
 JS1732
 JS1732                          STATION RECOVERY (1964)
 JS1732
 JS1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0623 ***********************************************************************
 EW0623  DESIGNATION -  330.1 B DWR
 EW0623  PID         -  EW0623
 EW0623  STATE/COUNTY-  CA/LOS ANGELES
 EW0623  USGS QUAD   -  DEL SUR (1995)
 EW0623
 EW0623                         *CURRENT SURVEY CONTROL
 EW0623  ___________________________________________________________________
 EW0623* NAD 83(1986)-  34 40 07.     (N)    118 20 14.     (W)     SCALED    
 EW0623* NAVD 88     -       900.55   (+/-2cm)    2954.6    (feet)  VERTCON   
 EW0623  ___________________________________________________________________
 EW0623  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0623
 EW0623.The horizontal coordinates were scaled from a topographic map and have
 EW0623.an estimated accuracy of +/- 6 seconds.
 EW0623
 EW0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0623.The vertical order pertains to the NGVD 29 superseded value.
 EW0623
 EW0623.The geoid height was determined by GEOID03.
 EW0623
 EW0623;                    North         East    Units  Estimated Accuracy
 EW0623;SPC CA 5     -   629,680.    1,969,090.      MT  (+/- 180 meters Scaled)
 EW0623
 EW0623                          SUPERSEDED SURVEY CONTROL
 EW0623
 EW0623  NGVD 29 (??/??/92)  899.672  (m)         2951.67   (f) ADJ UNCH    2 0
 EW0623
 EW0623.Superseded values are not recommended for survey control.
 EW0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0623.See file dsdata.txt to determine how the superseded data were derived.
 EW0623
 EW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU774371(NAD 83)
 EW0623_MARKER: DD = SURVEY DISK
 EW0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0623_SP_SET: CONCRETE LINING
 EW0623_STAMPING: MILE 330.1 B
 EW0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0623
 EW0623  HISTORY     - Date     Condition        Report By
 EW0623  HISTORY     - UNK      MONUMENTED       CADWR
 EW0623  HISTORY     - 1971     GOOD             NGS
 EW0623
 EW0623                          STATION DESCRIPTION
 EW0623
 EW0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0623'27 MI SE FROM PORTER TUNNEL.
 EW0623'27.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0623'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0623'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0623'CONCRETE LINING OF THE AQUEDUCT, 122.5 FEET SOUTHEAST OF THE
 EW0623'CENTER OF A STEEL LADDER ON THE SOUTHWEST LINING, AND ABOUT
 EW0623'5 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 26,
 EW0623'T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0642 ***********************************************************************
 EW0642  DESIGNATION -  330.2 C DWR
 EW0642  PID         -  EW0642
 EW0642  STATE/COUNTY-  CA/LOS ANGELES
 EW0642  USGS QUAD   -  DEL SUR (1995)
 EW0642
 EW0642                         *CURRENT SURVEY CONTROL
 EW0642  ___________________________________________________________________
 EW0642* NAD 83(1986)-  34 40 39.     (N)    118 21 55.     (W)     SCALED    
 EW0642* NAVD 88     -       892.86   (+/-2cm)    2929.3    (feet)  VERTCON   
 EW0642  ___________________________________________________________________
 EW0642  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0642
 EW0642.The horizontal coordinates were scaled from a topographic map and have
 EW0642.an estimated accuracy of +/- 6 seconds.
 EW0642
 EW0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0642.The vertical order pertains to the NGVD 29 superseded value.
 EW0642
 EW0642.The geoid height was determined by GEOID03.
 EW0642
 EW0642;                    North         East    Units  Estimated Accuracy
 EW0642;SPC CA 5     -   630,680.    1,966,530.      MT  (+/- 180 meters Scaled)
 EW0642
 EW0642                          SUPERSEDED SURVEY CONTROL
 EW0642
 EW0642  NGVD 29 (??/??/92)  891.969  (m)         2926.40   (f) ADJ UNCH    2 0
 EW0642
 EW0642.Superseded values are not recommended for survey control.
 EW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0642.See file dsdata.txt to determine how the superseded data were derived.
 EW0642
 EW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU749381(NAD 83)
 EW0642_MARKER: DD = SURVEY DISK
 EW0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0642_STAMPING: 330.2 C 1968
 EW0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0642+STABILITY: SURFACE MOTION
 EW0642
 EW0642  HISTORY     - Date     Condition        Report By
 EW0642  HISTORY     - 1968     MONUMENTED       CADWR
 EW0642  HISTORY     - 1971     GOOD             NGS
 EW0642
 EW0642                          STATION DESCRIPTION
 EW0642
 EW0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0642'25.2 MI SE FROM PORTER TUNNEL.
 EW0642'25.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0642'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE NORTHWEST END OF A CUT,
 EW0642'ON THE NORTH SLOPE OF A HILL, 0.8 FOOT NORTHEAST OF THE
 EW0642'RIGHT-OF-WAY FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 EW0642'10 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE
 EW0642'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EW0642'SECTION 21, T 7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0621 ***********************************************************************
 EW0621  DESIGNATION -  330.4 B DWR
 EW0621  PID         -  EW0621
 EW0621  STATE/COUNTY-  CA/LOS ANGELES
 EW0621  USGS QUAD   -  DEL SUR (1995)
 EW0621
 EW0621                         *CURRENT SURVEY CONTROL
 EW0621  ___________________________________________________________________
 EW0621* NAD 83(1986)-  34 39 57.     (N)    118 20 16.     (W)     SCALED    
 EW0621* NAVD 88     -       900.50   (+/-2cm)    2954.4    (feet)  VERTCON   
 EW0621  ___________________________________________________________________
 EW0621  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0621
 EW0621.The horizontal coordinates were scaled from a topographic map and have
 EW0621.an estimated accuracy of +/- 6 seconds.
 EW0621
 EW0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0621.The vertical order pertains to the NGVD 29 superseded value.
 EW0621
 EW0621.The geoid height was determined by GEOID03.
 EW0621
 EW0621;                    North         East    Units  Estimated Accuracy
 EW0621;SPC CA 5     -   629,370.    1,969,040.      MT  (+/- 180 meters Scaled)
 EW0621
 EW0621                          SUPERSEDED SURVEY CONTROL
 EW0621
 EW0621  NGVD 29 (??/??/92)  899.613  (m)         2951.48   (f) ADJ UNCH    2 0
 EW0621
 EW0621.Superseded values are not recommended for survey control.
 EW0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0621.See file dsdata.txt to determine how the superseded data were derived.
 EW0621
 EW0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU774368(NAD 83)
 EW0621_MARKER: DD = SURVEY DISK
 EW0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0621_SP_SET: CONCRETE LINING
 EW0621_STAMPING: MILE 330.4 B
 EW0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0621
 EW0621  HISTORY     - Date     Condition        Report By
 EW0621  HISTORY     - UNK      MONUMENTED       CADWR
 EW0621  HISTORY     - 1971     GOOD             NGS
 EW0621
 EW0621                          STATION DESCRIPTION
 EW0621
 EW0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0621'27.3 MI SE FROM PORTER TUNNEL.
 EW0621'27.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0621'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0621'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0621'CONCRETE LINING OF THE AQUEDUCT, 40 FEET SOUTHEAST OF THE CENTER
 EW0621'OF A STEEL LADDER, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST
 EW0621'LEVEE ROAD.  SECTION 26, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0622 ***********************************************************************
 EW0622  DESIGNATION -  330.5 B DWR
 EW0622  PID         -  EW0622
 EW0622  STATE/COUNTY-  CA/LOS ANGELES
 EW0622  USGS QUAD   -  DEL SUR (1995)
 EW0622
 EW0622                         *CURRENT SURVEY CONTROL
 EW0622  ___________________________________________________________________
 EW0622* NAD 83(1986)-  34 39 56.     (N)    118 20 09.     (W)     SCALED    
 EW0622* NAVD 88     -       900.49   (+/-2cm)    2954.4    (feet)  VERTCON   
 EW0622  ___________________________________________________________________
 EW0622  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0622
 EW0622.The horizontal coordinates were scaled from a topographic map and have
 EW0622.an estimated accuracy of +/- 6 seconds.
 EW0622
 EW0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0622.The vertical order pertains to the NGVD 29 superseded value.
 EW0622
 EW0622.The geoid height was determined by GEOID03.
 EW0622
 EW0622;                    North         East    Units  Estimated Accuracy
 EW0622;SPC CA 5     -   629,340.    1,969,220.      MT  (+/- 180 meters Scaled)
 EW0622
 EW0622                          SUPERSEDED SURVEY CONTROL
 EW0622
 EW0622  NGVD 29 (??/??/92)  899.601  (m)         2951.44   (f) ADJ UNCH    2 0
 EW0622
 EW0622.Superseded values are not recommended for survey control.
 EW0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0622.See file dsdata.txt to determine how the superseded data were derived.
 EW0622
 EW0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU776367(NAD 83)
 EW0622_MARKER: DD = SURVEY DISK
 EW0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0622_SP_SET: CONCRETE LINING
 EW0622_STAMPING: 330.5 B 1971
 EW0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0622
 EW0622  HISTORY     - Date     Condition        Report By
 EW0622  HISTORY     - 1971     MONUMENTED       CADWR
 EW0622  HISTORY     - 1971     GOOD             NGS
 EW0622
 EW0622                          STATION DESCRIPTION
 EW0622
 EW0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0622'27.4 MI SE FROM PORTER TUNNEL.
 EW0622'27.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0622'SOUTH PORTAL OF THE PORTER TUNNEL, AT AND DIRECTLY ABOVE MILE
 EW0622'330.50 WHICH IS PAINTED ON THE LINING, IN THE TOP OF THE
 EW0622'NORTHEAST CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 5 1/2
 EW0622'FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 26, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1801 ***********************************************************************
 EW1801  DESIGNATION -  330.504 C OF LA
 EW1801  PID         -  EW1801
 EW1801  STATE/COUNTY-  CA/LOS ANGELES
 EW1801  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1801
 EW1801                         *CURRENT SURVEY CONTROL
 EW1801  ___________________________________________________________________
 EW1801* NAD 83(1986)-  34 03 04.     (N)    118 28 45.     (W)     SCALED    
 EW1801* NAVD 88     -       101.53   (+/-2cm)     333.1    (feet)  VERTCON   
 EW1801  ___________________________________________________________________
 EW1801  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW1801  VERT ORDER  -  THIRD (See Below)
 EW1801
 EW1801.The horizontal coordinates were scaled from a topographic map and have
 EW1801.an estimated accuracy of +/- 6 seconds.
 EW1801
 EW1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1801.The vertical order pertains to the NGVD 29 superseded value.
 EW1801
 EW1801.The geoid height was determined by GEOID03.
 EW1801
 EW1801;                    North         East    Units  Estimated Accuracy
 EW1801;SPC CA 5     -   561,240.    1,955,760.      MT  (+/- 180 meters Scaled)
 EW1801
 EW1801                          SUPERSEDED SURVEY CONTROL
 EW1801
 EW1801  NGVD 29 (??/??/??)  100.76   (m)          330.6    (f) RESET       3  
 EW1801
 EW1801.Superseded values are not recommended for survey control.
 EW1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1801.See file dsdata.txt to determine how the superseded data were derived.
 EW1801
 EW1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT634688(NAD 83)
 EW1801_MARKER: S = SPIKE
 EW1801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1801_SP_SET: CURB
 EW1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1801
 EW1801  HISTORY     - Date     Condition        Report By
 EW1801  HISTORY     - UNK      MONUMENTED       CA1980
 EW1801  HISTORY     - 1945     GOOD             NGS
 EW1801
 EW1801                          STATION DESCRIPTION
 EW1801
 EW1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1801'AT LOS ANGELES.
 EW1801'AT LOS ANGELES, AT THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1801'AND CARMELINA AVENUE, IN THE EAST CURB OF CARMELINA AVENUE, 16.7
 EW1801'FEET NORTH OF THE NORTH CURBLINE OF SAN VICENTE BOULEVARD.
 EW1801'A CUT SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0619 ***********************************************************************
 EW0619  DESIGNATION -  330.6 B DWR
 EW0619  PID         -  EW0619
 EW0619  STATE/COUNTY-  CA/LOS ANGELES
 EW0619  USGS QUAD   -  DEL SUR (1995)
 EW0619
 EW0619                         *CURRENT SURVEY CONTROL
 EW0619  ___________________________________________________________________
 EW0619* NAD 83(1986)-  34 39 53.     (N)    118 20 01.     (W)     SCALED    
 EW0619* NAVD 88     -       900.48   (+/-2cm)    2954.3    (feet)  VERTCON   
 EW0619  ___________________________________________________________________
 EW0619  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0619  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0619
 EW0619.The horizontal coordinates were scaled from a topographic map and have
 EW0619.an estimated accuracy of +/- 6 seconds.
 EW0619
 EW0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0619.The vertical order pertains to the NGVD 29 superseded value.
 EW0619
 EW0619.The geoid height was determined by GEOID03.
 EW0619
 EW0619;                    North         East    Units  Estimated Accuracy
 EW0619;SPC CA 5     -   629,250.    1,969,420.      MT  (+/- 180 meters Scaled)
 EW0619
 EW0619                          SUPERSEDED SURVEY CONTROL
 EW0619
 EW0619  NGVD 29 (??/??/92)  899.590  (m)         2951.40   (f) ADJ UNCH    2 0
 EW0619
 EW0619.Superseded values are not recommended for survey control.
 EW0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0619.See file dsdata.txt to determine how the superseded data were derived.
 EW0619
 EW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU778366(NAD 83)
 EW0619_MARKER: DB = BENCH MARK DISK
 EW0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0619_SP_SET: CONCRETE LINING
 EW0619_STAMPING: MILE 330.6 B
 EW0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0619
 EW0619  HISTORY     - Date     Condition        Report By
 EW0619  HISTORY     - UNK      MONUMENTED       CADWR
 EW0619  HISTORY     - 1971     GOOD             NGS
 EW0619
 EW0619                          STATION DESCRIPTION
 EW0619
 EW0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0619'27.6 MI SE FROM PORTER TUNNEL.
 EW0619'27.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0619'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0619'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0619'LINING OF THE AQUEDUCT, 10.5 FEET NORTHWEST OF A POINT DIRECTLY
 EW0619'ACROSS THE AQUEDUCT FROM THE CENTER OF A STEEL LADDER, AND
 EW0619'ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 26,
 EW0619'T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0616 ***********************************************************************
 EW0616  DESIGNATION -  330.8 A DWR
 EW0616  PID         -  EW0616
 EW0616  STATE/COUNTY-  CA/LOS ANGELES
 EW0616  USGS QUAD   -  DEL SUR (1995)
 EW0616
 EW0616                         *CURRENT SURVEY CONTROL
 EW0616  ___________________________________________________________________
 EW0616* NAD 83(1986)-  34 39 46.     (N)    118 19 49.     (W)     SCALED    
 EW0616* NAVD 88     -       901.64   (+/-2cm)    2958.1    (feet)  VERTCON   
 EW0616  ___________________________________________________________________
 EW0616  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0616
 EW0616.The horizontal coordinates were scaled from a topographic map and have
 EW0616.an estimated accuracy of +/- 6 seconds.
 EW0616
 EW0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0616.The vertical order pertains to the NGVD 29 superseded value.
 EW0616
 EW0616.The geoid height was determined by GEOID03.
 EW0616
 EW0616;                    North         East    Units  Estimated Accuracy
 EW0616;SPC CA 5     -   629,030.    1,969,730.      MT  (+/- 180 meters Scaled)
 EW0616
 EW0616                          SUPERSEDED SURVEY CONTROL
 EW0616
 EW0616  NGVD 29 (??/??/92)  900.759  (m)         2955.24   (f) ADJ UNCH    2 0
 EW0616
 EW0616.Superseded values are not recommended for survey control.
 EW0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0616.See file dsdata.txt to determine how the superseded data were derived.
 EW0616
 EW0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU781364(NAD 83)
 EW0616_MARKER: DD = SURVEY DISK
 EW0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0616_SP_SET: WALL
 EW0616_STAMPING: 330.8 A 1971
 EW0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0616
 EW0616  HISTORY     - Date     Condition        Report By
 EW0616  HISTORY     - 1971     MONUMENTED       CADWR
 EW0616  HISTORY     - 1971     GOOD             NGS
 EW0616
 EW0616                          STATION DESCRIPTION
 EW0616
 EW0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0616'27.8 MI SE FROM PORTER TUNNEL.
 EW0616'27.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0616'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE INLET OF JOHNSON
 EW0616'SIPHON 330.82, IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST
 EW0616'END OF THE NORTHWEST CONCRETE WALL OF THE SIPHON, 1.6 FEET
 EW0616'NORTHEAST OF THE NORTHEAST END OF A GUARDRAIL, AND ABOUT 1 1/2
 EW0616'FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 26, T 7N,
 EW0616'R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0618 ***********************************************************************
 EW0618  DESIGNATION -  330.8 B DWR
 EW0618  PID         -  EW0618
 EW0618  STATE/COUNTY-  CA/LOS ANGELES
 EW0618  USGS QUAD   -  DEL SUR (1995)
 EW0618
 EW0618                         *CURRENT SURVEY CONTROL
 EW0618  ___________________________________________________________________
 EW0618* NAD 83(1986)-  34 39 48.     (N)    118 19 50.     (W)     SCALED    
 EW0618* NAVD 88     -       900.41   (+/-2cm)    2954.1    (feet)  VERTCON   
 EW0618  ___________________________________________________________________
 EW0618  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0618
 EW0618.The horizontal coordinates were scaled from a topographic map and have
 EW0618.an estimated accuracy of +/- 6 seconds.
 EW0618
 EW0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0618.The vertical order pertains to the NGVD 29 superseded value.
 EW0618
 EW0618.The geoid height was determined by GEOID03.
 EW0618
 EW0618;                    North         East    Units  Estimated Accuracy
 EW0618;SPC CA 5     -   629,090.    1,969,700.      MT  (+/- 180 meters Scaled)
 EW0618
 EW0618                          SUPERSEDED SURVEY CONTROL
 EW0618
 EW0618  NGVD 29 (??/??/92)  899.527  (m)         2951.20   (f) ADJ UNCH    2 0
 EW0618
 EW0618.Superseded values are not recommended for survey control.
 EW0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0618.See file dsdata.txt to determine how the superseded data were derived.
 EW0618
 EW0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU780365(NAD 83)
 EW0618_MARKER: DD = SURVEY DISK
 EW0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0618_SP_SET: CONCRETE LINING
 EW0618_STAMPING: MILE 330.8 B
 EW0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0618
 EW0618  HISTORY     - Date     Condition        Report By
 EW0618  HISTORY     - UNK      MONUMENTED       CADWR
 EW0618  HISTORY     - 1971     GOOD             NGS
 EW0618
 EW0618                          STATION DESCRIPTION
 EW0618
 EW0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0618'27.8 MI SE FROM PORTER TUNNEL.
 EW0618'27.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0618'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0618'CONCRETE LINING OF THE AQUEDUCT, 51.4 FEET NORTHWEST OF THE
 EW0618'NORTH END OF THE NORTH CONCRETE WINGWALL OF THE JOHNSON SIPHON
 EW0618'INLET 330.82, 31 FEET NORTHWEST OF THE CENTER OF A STEEL
 EW0618'LADDER, ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0618'SECTION 26, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0637 ***********************************************************************
 EW0637  DESIGNATION -  330.8 C DWR
 EW0637  PID         -  EW0637
 EW0637  STATE/COUNTY-  CA/LOS ANGELES
 EW0637  USGS QUAD   -  DEL SUR (1995)
 EW0637
 EW0637                         *CURRENT SURVEY CONTROL
 EW0637  ___________________________________________________________________
 EW0637* NAD 83(1986)-  34 40 27.     (N)    118 21 25.     (W)     SCALED    
 EW0637* NAVD 88     -       893.42   (+/-2cm)    2931.2    (feet)  VERTCON   
 EW0637  ___________________________________________________________________
 EW0637  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0637
 EW0637.The horizontal coordinates were scaled from a topographic map and have
 EW0637.an estimated accuracy of +/- 6 seconds.
 EW0637
 EW0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0637.The vertical order pertains to the NGVD 29 superseded value.
 EW0637
 EW0637.The geoid height was determined by GEOID03.
 EW0637
 EW0637;                    North         East    Units  Estimated Accuracy
 EW0637;SPC CA 5     -   630,300.    1,967,290.      MT  (+/- 180 meters Scaled)
 EW0637
 EW0637                          SUPERSEDED SURVEY CONTROL
 EW0637
 EW0637  NGVD 29 (??/??/92)  892.530  (m)         2928.24   (f) ADJ UNCH    2 0
 EW0637
 EW0637.Superseded values are not recommended for survey control.
 EW0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0637.See file dsdata.txt to determine how the superseded data were derived.
 EW0637
 EW0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU756377(NAD 83)
 EW0637_MARKER: DD = SURVEY DISK
 EW0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0637_STAMPING: 330.8 C BM 1968
 EW0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0637+STABILITY: SURFACE MOTION
 EW0637
 EW0637  HISTORY     - Date     Condition        Report By
 EW0637  HISTORY     - 1968     MONUMENTED       CADWR
 EW0637  HISTORY     - 1971     GOOD             NGS
 EW0637
 EW0637                          STATION DESCRIPTION
 EW0637
 EW0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0637'25.8 MI SE FROM PORTER TUNNEL.
 EW0637'25.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0637'SOUTH PORTAL OF THE PORTER TUNNEL, 37.2 FEET NORTHEAST OF THE
 EW0637'NORTHEAST RIGHT-OF-WAY FENCE, 229 FEET NORTH AND ACROSS LEVEE
 EW0637'ROAD FROM BENCH MARK 328.9 B (DWR), 6.5 FEET SOUTH OF AN
 EW0637'EAST-WEST SECTION LINE FENCE, 11.5 FEET NORTHWEST OF THE
 EW0637'NORTHWEST END OF A NORTHWEST- SOUTHEAST FENCE LINE, 18 FEET
 EW0637'SOUTHEAST OF AN ANGLE POST IN FENCE LINE, 75.5 FEET WEST
 EW0637'NORTHWEST OF A POWER LINE POLE, 2.0 FEET NORTHWEST OF A WITNESS
 EW0637'POST, ABOUT 19 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND IN
 EW0637'THE TOP OF A CONCRETE POST PROJECTING 0.1 OF A FOOT ABOVE THE
 EW0637'GROUND.  SECTION 27, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0276 ***********************************************************************
 FT0276  DESIGNATION -  3306
 FT0276  PID         -  FT0276
 FT0276  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0276  USGS QUAD   -  SUPERIOR LAKE (1988)
 FT0276
 FT0276                         *CURRENT SURVEY CONTROL
 FT0276  ___________________________________________________________________
 FT0276* NAD 83(1986)-  35 08 28.     (N)    117 01 07.     (W)     SCALED    
 FT0276* NAVD 88     -      1008.498  (meters)    3308.71   (feet)  ADJUSTED  
 FT0276  ___________________________________________________________________
 FT0276  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FT0276  DYNAMIC HT  -        1007.327 (meters)    3304.87  (feet)  COMP
 FT0276  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 FT0276
 FT0276  VERT ORDER  -  FIRST     CLASS I
 FT0276
 FT0276.The horizontal coordinates were scaled from a topographic map and have
 FT0276.an estimated accuracy of +/- 6 seconds.
 FT0276
 FT0276.The orthometric height was determined by differential leveling
 FT0276.and adjusted in June 1991.
 FT0276
 FT0276.The geoid height was determined by GEOID03.
 FT0276
 FT0276.The dynamic height is computed by dividing the NAVD 88
 FT0276.geopotential number by the normal gravity value computed on the
 FT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0276.degrees latitude (g = 980.6199 gals.).
 FT0276
 FT0276.The modeled gravity was interpolated from observed gravity values.
 FT0276
 FT0276;                    North         East    Units  Estimated Accuracy
 FT0276;SPC CA 5     -   682,480.    2,089,430.      MT  (+/- 180 meters Scaled)
 FT0276
 FT0276                          SUPERSEDED SURVEY CONTROL
 FT0276
 FT0276  NGVD 29 (??/??/92) 1007.716  (m)         3306.15   (f) ADJ UNCH    1 1
 FT0276
 FT0276.Superseded values are not recommended for survey control.
 FT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0276.See file dsdata.txt to determine how the superseded data were derived.
 FT0276
 FT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU983886(NAD 83)
 FT0276_MARKER: P = PIPE CAP
 FT0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0276_STAMPING: 3306
 FT0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0276
 FT0276  HISTORY     - Date     Condition        Report By
 FT0276  HISTORY     - UNK      MONUMENTED       USGS
 FT0276  HISTORY     - 1943     GOOD             NGS
 FT0276  HISTORY     - 1977     POOR             NGS
 FT0276
 FT0276                          STATION DESCRIPTION
 FT0276
 FT0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FT0276'18.5 MI N FROM BARSTOW.
 FT0276'ALONG THE GOLDSTONE AND ST. LOUIS ROAD, 32.5 MILES SOUTH OF
 FT0276'EAST-WEST ROAD BETWEEN SARATOGA SPRINGS AND INYOKERN, AND 33
 FT0276'FEET WEST OF ROAD CENTER AT TOP OF HILL.  WITNESS POST SET.
 FT0276'REACHED FROM BARSTOW BY WAY OF U.S. HIGHWAY 91, THENCE BY
 FT0276'SHORT-CUT TO U.S. HIGHWAY 466, THENCE NORTHEAST ALONG BICYCLE
 FT0276'LAKE ROAD TO THE JUNCTION OF THE GOLDSTONE AND ST. LOUIS ROAD,
 FT0276'THENCE NORTH 11.3 MILES TO THE MARK.  THIS IS A U.S. GEOLOGICAL
 FT0276'SURVEY STANDARD CAP STAMPED 3306 AND RIVETED ON THE TOP OF A
 FT0276'3-1/2 INCH IRON PIPE.
 FT0276
 FT0276                          STATION RECOVERY (1977)
 FT0276
 FT0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0276'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA
 FT0276'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST
 FT0276'ALONG IRWIN ROAD, THENCE 11.3 MILES NORTHWEST ALONG COPPER CITY
 FT0276'ROAD, AT THE TOP OF A HILL, 33 FT. WEST OF THE CENTER LINE OF THE
 FT0276'ROAD. RIVETED ON TOP OF A 3.5-INCH IRON PIPE. PIPE IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0828 ***********************************************************************
 GT0828  DESIGNATION -  331
 GT0828  PID         -  GT0828
 GT0828  STATE/COUNTY-  CA/TULARE
 GT0828  USGS QUAD   -  VISALIA (1969)
 GT0828
 GT0828                         *CURRENT SURVEY CONTROL
 GT0828  ___________________________________________________________________
 GT0828* NAD 83(1986)-  36 19 50.     (N)    119 17 28.     (W)     SCALED    
 GT0828* NAVD 88     -       101.51   (+/-2cm)     333.0    (feet)  VERTCON   
 GT0828  ___________________________________________________________________
 GT0828  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 GT0828  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0828
 GT0828.The horizontal coordinates were scaled from a topographic map and have
 GT0828.an estimated accuracy of +/- 6 seconds.
 GT0828
 GT0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0828.The vertical order pertains to the NGVD 29 superseded value.
 GT0828
 GT0828.The geoid height was determined by GEOID03.
 GT0828
 GT0828;                    North         East    Units  Estimated Accuracy
 GT0828;SPC CA 4     -   610,690.    1,973,860.      MT  (+/- 180 meters Scaled)
 GT0828
 GT0828                          SUPERSEDED SURVEY CONTROL
 GT0828
 GT0828  NGVD 29 (??/??/92)  100.685  (m)          330.33   (f) ADJ UNCH    1 2
 GT0828
 GT0828.Superseded values are not recommended for survey control.
 GT0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0828.See file dsdata.txt to determine how the superseded data were derived.
 GT0828
 GT0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA943230(NAD 83)
 GT0828_MARKER: P = PIPE CAP
 GT0828_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0828_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0828_STAMPING: 331 1923 2M
 GT0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0828
 GT0828  HISTORY     - Date     Condition        Report By
 GT0828  HISTORY     - 1923     MONUMENTED       USGS
 GT0828  HISTORY     - 1958     GOOD             NGS
 GT0828  HISTORY     - 19980105 GOOD             USPSQD
 GT0828
 GT0828                          STATION DESCRIPTION
 GT0828
 GT0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT0828'AT VISALIA.
 GT0828'AT VISALIA, IN R25E T18S S29, AT THE NORTHEAST CORNER OF THE
 GT0828'INTERSECTION OF EAST CENTER AND NORTH CHURCH STREETS, AT THE
 GT0828'SOUTHEAST CORNER OF A LAWN AROUND A TULARE COUNTY OFFICE BUILDING
 GT0828'(FORMERLY TULARE COUNTY COURTHOUSE), 38 1/2 FEET NORTH OF THE
 GT0828'CENTER LINE OF EAST CENTER STREET, 32 1/2 FEET WEST OF THE CENTER
 GT0828'LINE OF NORTH CHURCH STREET, 1.9 FEET NORTHWEST OF A GRANITE
 GT0828'CORNER POST FOR A 2-FOOT HIGH GRANITE WALL AROUND THE LAWN,
 GT0828'0.7 FOOT WEST OF THE EAST WALL, ABOUT LEVEL WITH THE STREETS,
 GT0828'AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5
 GT0828'FOOT ABOVE THE GROUND.
 GT0828
 GT0828                          STATION RECOVERY (1998)
 GT0828
 GT0828'RECOVERY NOTE BY US POWER SQUADRON 1998
 GT0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0615 ***********************************************************************
 EW0615  DESIGNATION -  331.0 A DWR
 EW0615  PID         -  EW0615
 EW0615  STATE/COUNTY-  CA/LOS ANGELES
 EW0615  USGS QUAD   -  DEL SUR (1995)
 EW0615
 EW0615                         *CURRENT SURVEY CONTROL
 EW0615  ___________________________________________________________________
 EW0615* NAD 83(1986)-  34 39 42.     (N)    118 19 42.     (W)     SCALED    
 EW0615* NAVD 88     -       901.51   (+/-2cm)    2957.7    (feet)  VERTCON   
 EW0615  ___________________________________________________________________
 EW0615  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0615
 EW0615.The horizontal coordinates were scaled from a topographic map and have
 EW0615.an estimated accuracy of +/- 6 seconds.
 EW0615
 EW0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0615.The vertical order pertains to the NGVD 29 superseded value.
 EW0615
 EW0615.The geoid height was determined by GEOID03.
 EW0615
 EW0615;                    North         East    Units  Estimated Accuracy
 EW0615;SPC CA 5     -   628,910.    1,969,910.      MT  (+/- 180 meters Scaled)
 EW0615
 EW0615                          SUPERSEDED SURVEY CONTROL
 EW0615
 EW0615  NGVD 29 (??/??/92)  900.623  (m)         2954.79   (f) ADJ UNCH    2 0
 EW0615
 EW0615.Superseded values are not recommended for survey control.
 EW0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0615.See file dsdata.txt to determine how the superseded data were derived.
 EW0615
 EW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU782363(NAD 83)
 EW0615_MARKER: DD = SURVEY DISK
 EW0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0615_SP_SET: BRIDGE ABUTMENT
 EW0615_STAMPING: 331.0 A 1971
 EW0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0615
 EW0615  HISTORY     - Date     Condition        Report By
 EW0615  HISTORY     - 1971     MONUMENTED       CADWR
 EW0615  HISTORY     - 1971     GOOD             NGS
 EW0615
 EW0615                          STATION DESCRIPTION
 EW0615
 EW0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0615'28 MI SE FROM PORTER TUNNEL.
 EW0615'27.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0615'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0615'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE JOHNSON OUTLET
 EW0615'SIPHON 330.95, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 EW0615'ABUTMENT, 0.8 FOOT NORTHEAST OF THE NORTHEAST END OF THE
 EW0615'GUARDRAIL, AND ABOUT 1.5 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0615'ROAD.  SECTION 26, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0614 ***********************************************************************
 EW0614  DESIGNATION -  331.0 B DWR
 EW0614  PID         -  EW0614
 EW0614  STATE/COUNTY-  CA/LOS ANGELES
 EW0614  USGS QUAD   -  DEL SUR (1995)
 EW0614
 EW0614                         *CURRENT SURVEY CONTROL
 EW0614  ___________________________________________________________________
 EW0614* NAD 83(1986)-  34 39 41.     (N)    118 19 40.     (W)     SCALED    
 EW0614* NAVD 88     -       900.30   (+/-2cm)    2953.7    (feet)  VERTCON   
 EW0614  ___________________________________________________________________
 EW0614  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0614
 EW0614.The horizontal coordinates were scaled from a topographic map and have
 EW0614.an estimated accuracy of +/- 6 seconds.
 EW0614
 EW0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0614.The vertical order pertains to the NGVD 29 superseded value.
 EW0614
 EW0614.The geoid height was determined by GEOID03.
 EW0614
 EW0614;                    North         East    Units  Estimated Accuracy
 EW0614;SPC CA 5     -   628,880.    1,969,960.      MT  (+/- 180 meters Scaled)
 EW0614
 EW0614                          SUPERSEDED SURVEY CONTROL
 EW0614
 EW0614  NGVD 29 (??/??/92)  899.413  (m)         2950.82   (f) ADJ UNCH    2 0
 EW0614
 EW0614.Superseded values are not recommended for survey control.
 EW0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0614.See file dsdata.txt to determine how the superseded data were derived.
 EW0614
 EW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU783362(NAD 83)
 EW0614_MARKER: DD = SURVEY DISK
 EW0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0614_SP_SET: SIPHON
 EW0614_STAMPING: MILE 331.0 B
 EW0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0614
 EW0614  HISTORY     - Date     Condition        Report By
 EW0614  HISTORY     - UNK      MONUMENTED       CADWR
 EW0614  HISTORY     - 1971     GOOD             NGS
 EW0614
 EW0614                          STATION DESCRIPTION
 EW0614
 EW0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0614'28 MI SE FROM PORTER TUNNEL.
 EW0614'27.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0614'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE CONCRETE
 EW0614'LINING OF THE AQUEDUCT, 43.6 FEET SOUTHEAST OF THE EAST END
 EW0614'OF THE EAST CONCRETE WING WALL OF THE JOHNSON SIPHON OUTLET,
 EW0614'59 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER, ABOUT
 EW0614'5.5 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 26,
 EW0614'T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0613 ***********************************************************************
 EW0613  DESIGNATION -  331.1 B DWR
 EW0613  PID         -  EW0613
 EW0613  STATE/COUNTY-  CA/LOS ANGELES
 EW0613  USGS QUAD   -  DEL SUR (1995)
 EW0613
 EW0613                         *CURRENT SURVEY CONTROL
 EW0613  ___________________________________________________________________
 EW0613* NAD 83(1986)-  34 39 41.     (N)    118 19 38.     (W)     SCALED    
 EW0613* NAVD 88     -       900.31   (+/-2cm)    2953.8    (feet)  VERTCON   
 EW0613  ___________________________________________________________________
 EW0613  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0613
 EW0613.The horizontal coordinates were scaled from a topographic map and have
 EW0613.an estimated accuracy of +/- 6 seconds.
 EW0613
 EW0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0613.The vertical order pertains to the NGVD 29 superseded value.
 EW0613
 EW0613.The geoid height was determined by GEOID03.
 EW0613
 EW0613;                    North         East    Units  Estimated Accuracy
 EW0613;SPC CA 5     -   628,880.    1,970,010.      MT  (+/- 180 meters Scaled)
 EW0613
 EW0613                          SUPERSEDED SURVEY CONTROL
 EW0613
 EW0613  NGVD 29 (??/??/92)  899.428  (m)         2950.87   (f) ADJ UNCH    2 0
 EW0613
 EW0613.Superseded values are not recommended for survey control.
 EW0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0613.See file dsdata.txt to determine how the superseded data were derived.
 EW0613
 EW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU783362(NAD 83)
 EW0613_MARKER: DD = SURVEY DISK
 EW0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0613_SP_SET: CONCRETE LINING
 EW0613_STAMPING: MILE 331.1 B
 EW0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0613
 EW0613  HISTORY     - Date     Condition        Report By
 EW0613  HISTORY     - UNK      MONUMENTED       CADWR
 EW0613  HISTORY     - 1971     GOOD             NGS
 EW0613
 EW0613                          STATION DESCRIPTION
 EW0613
 EW0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0613'28 MI SE FROM PORTER TUNNEL.
 EW0613'28.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0613'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0613'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0613'CONCRETE LINING OF THE AQUEDUCT, 139 FEET SOUTHEAST OF THE
 EW0613'CENTER OF A STEEL LADDER, AND ABOUT 5.5 FEET LOWER THAN THE
 EW0613'NORTHEAST LEVEE ROAD.  SECTION 26, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0612 ***********************************************************************
 EW0612  DESIGNATION -  331.4 B DWR
 EW0612  PID         -  EW0612
 EW0612  STATE/COUNTY-  CA/LOS ANGELES
 EW0612  USGS QUAD   -  DEL SUR (1995)
 EW0612
 EW0612                         *CURRENT SURVEY CONTROL
 EW0612  ___________________________________________________________________
 EW0612* NAD 83(1986)-  34 39 37.     (N)    118 19 16.     (W)     SCALED    
 EW0612* NAVD 88     -       900.24   (+/-2cm)    2953.5    (feet)  VERTCON   
 EW0612  ___________________________________________________________________
 EW0612  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0612
 EW0612.The horizontal coordinates were scaled from a topographic map and have
 EW0612.an estimated accuracy of +/- 6 seconds.
 EW0612
 EW0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0612.The vertical order pertains to the NGVD 29 superseded value.
 EW0612
 EW0612.The geoid height was determined by GEOID03.
 EW0612
 EW0612;                    North         East    Units  Estimated Accuracy
 EW0612;SPC CA 5     -   628,750.    1,970,570.      MT  (+/- 180 meters Scaled)
 EW0612
 EW0612                          SUPERSEDED SURVEY CONTROL
 EW0612
 EW0612  NGVD 29 (??/??/92)  899.356  (m)         2950.64   (f) ADJ UNCH    2 0
 EW0612
 EW0612.Superseded values are not recommended for survey control.
 EW0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0612.See file dsdata.txt to determine how the superseded data were derived.
 EW0612
 EW0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU789361(NAD 83)
 EW0612_MARKER: DD = SURVEY DISK
 EW0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0612_SP_SET: CONCRETE LINING
 EW0612_STAMPING: MILE 331.4 B
 EW0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0612
 EW0612  HISTORY     - Date     Condition        Report By
 EW0612  HISTORY     - UNK      MONUMENTED       CADWR
 EW0612  HISTORY     - 1971     GOOD             NGS
 EW0612
 EW0612                          STATION DESCRIPTION
 EW0612
 EW0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0612'28.4 MI SE FROM PORTER TUNNEL.
 EW0612'28.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0612'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0612'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0612'CONCRETE LINING OF THE AQUEDUCT, 131 FEET SOUTHEAST OF A POINT
 EW0612'DIRECTLY ACROSS FROM A STEEL LADDER ON THE SOUTHWEST LINING
 EW0612'OF THE AQUEDUCT, ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0612'ROAD.  SECTION 25, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0628 ***********************************************************************
 EW0628  DESIGNATION -  331.4 C DWR
 EW0628  PID         -  EW0628
 EW0628  STATE/COUNTY-  CA/LOS ANGELES
 EW0628  USGS QUAD   -  DEL SUR (1995)
 EW0628
 EW0628                         *CURRENT SURVEY CONTROL
 EW0628  ___________________________________________________________________
 EW0628* NAD 83(1986)-  34 40 21.     (N)    118 20 48.     (W)     SCALED    
 EW0628* NAVD 88     -       876.53   (+/-2cm)    2875.7    (feet)  VERTCON   
 EW0628  ___________________________________________________________________
 EW0628  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0628
 EW0628.The horizontal coordinates were scaled from a topographic map and have
 EW0628.an estimated accuracy of +/- 6 seconds.
 EW0628
 EW0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0628.The vertical order pertains to the NGVD 29 superseded value.
 EW0628
 EW0628.The geoid height was determined by GEOID03.
 EW0628
 EW0628;                    North         East    Units  Estimated Accuracy
 EW0628;SPC CA 5     -   630,110.    1,968,230.      MT  (+/- 180 meters Scaled)
 EW0628
 EW0628                          SUPERSEDED SURVEY CONTROL
 EW0628
 EW0628  NGVD 29 (??/??/92)  875.646  (m)         2872.85   (f) ADJ UNCH    2 0
 EW0628
 EW0628.Superseded values are not recommended for survey control.
 EW0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0628.See file dsdata.txt to determine how the superseded data were derived.
 EW0628
 EW0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU766375(NAD 83)
 EW0628_MARKER: DD = SURVEY DISK
 EW0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0628_STAMPING: 331.4 C 1968
 EW0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0628+STABILITY: SURFACE MOTION
 EW0628
 EW0628  HISTORY     - Date     Condition        Report By
 EW0628  HISTORY     - 1968     MONUMENTED       CADWR
 EW0628  HISTORY     - 1971     GOOD             NGS
 EW0628
 EW0628                          STATION DESCRIPTION
 EW0628
 EW0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0628'26.4 MI SE FROM PORTER TUNNEL.
 EW0628'26.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0628'SOUTH PORTAL OF THE PORTER TUNNEL, 0.2 MILE SOUTHWEST OF A
 EW0628'GROUP OF RANCH BUILDINGS AND BENCH MARK T 1044, 0.1 MILE
 EW0628'SOUTHWEST AND UP-HILL FROM A WATER TANK, 350 FEET NORTH AND
 EW0628'ACROSS THE NORTH LEVEE ROAD FROM BENCH MARK 329.5 B (DWR) AND THE
 EW0628'PAINTED MILEAGE 329.50, AT THE NORTH RIGHT-OF-WAY FENCE, 9
 EW0628'FENCE POST EAST OF A T FENCE JUNCTION POST, 1.7 FEET WEST OF
 EW0628'A WITNESS POST, ABOUT 65 FEET LOWER THAN THE NORTH LEVEE ROAD,
 EW0628'AND IN THE TOP OF A CONCRETE POST.  SECTION 27, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0610 ***********************************************************************
 EW0610  DESIGNATION -  331.5 B DWR
 EW0610  PID         -  EW0610
 EW0610  STATE/COUNTY-  CA/LOS ANGELES
 EW0610  USGS QUAD   -  DEL SUR (1995)
 EW0610
 EW0610                         *CURRENT SURVEY CONTROL
 EW0610  ___________________________________________________________________
 EW0610* NAD 83(1986)-  34 39 35.     (N)    118 19 11.     (W)     SCALED    
 EW0610* NAVD 88     -       900.25   (+/-2cm)    2953.6    (feet)  VERTCON   
 EW0610  ___________________________________________________________________
 EW0610  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0610
 EW0610.The horizontal coordinates were scaled from a topographic map and have
 EW0610.an estimated accuracy of +/- 6 seconds.
 EW0610
 EW0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0610.The vertical order pertains to the NGVD 29 superseded value.
 EW0610
 EW0610.The geoid height was determined by GEOID03.
 EW0610
 EW0610;                    North         East    Units  Estimated Accuracy
 EW0610;SPC CA 5     -   628,690.    1,970,700.      MT  (+/- 180 meters Scaled)
 EW0610
 EW0610                          SUPERSEDED SURVEY CONTROL
 EW0610
 EW0610  NGVD 29 (??/??/92)  899.368  (m)         2950.68   (f) ADJ UNCH    2 0
 EW0610
 EW0610.Superseded values are not recommended for survey control.
 EW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0610.See file dsdata.txt to determine how the superseded data were derived.
 EW0610
 EW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU790361(NAD 83)
 EW0610_MARKER: DD = SURVEY DISK
 EW0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0610_SP_SET: CONCRETE LINING
 EW0610_STAMPING: 331.5 B 1971
 EW0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0610
 EW0610  HISTORY     - Date     Condition        Report By
 EW0610  HISTORY     - 1971     MONUMENTED       CADWR
 EW0610  HISTORY     - 1971     GOOD             NGS
 EW0610
 EW0610                          STATION DESCRIPTION
 EW0610
 EW0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0610'28.4 MI SE FROM PORTER TUNNEL.
 EW0610'28.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0610'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0610'CONCRETE LINING OF THE AQUEDUCT, DIRECTLY ABOVE THE PAINTED
 EW0610'MILEAGE 331.50, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0610'LEVEE ROAD.  SECTION 25, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0611 ***********************************************************************
 EW0611  DESIGNATION -  331.50 C DWR
 EW0611  PID         -  EW0611
 EW0611  STATE/COUNTY-  CA/LOS ANGELES
 EW0611  USGS QUAD   -  DEL SUR (1995)
 EW0611
 EW0611                         *CURRENT SURVEY CONTROL
 EW0611  ___________________________________________________________________
 EW0611* NAD 83(1986)-  34 39 36.     (N)    118 19 11.     (W)     SCALED    
 EW0611* NAVD 88     -       893.22   (+/-2cm)    2930.5    (feet)  VERTCON   
 EW0611  ___________________________________________________________________
 EW0611  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0611
 EW0611.The horizontal coordinates were scaled from a topographic map and have
 EW0611.an estimated accuracy of +/- 6 seconds.
 EW0611
 EW0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0611.The vertical order pertains to the NGVD 29 superseded value.
 EW0611
 EW0611.The geoid height was determined by GEOID03.
 EW0611
 EW0611;                    North         East    Units  Estimated Accuracy
 EW0611;SPC CA 5     -   628,720.    1,970,700.      MT  (+/- 180 meters Scaled)
 EW0611
 EW0611                          SUPERSEDED SURVEY CONTROL
 EW0611
 EW0611  NGVD 29 (??/??/92)  892.336  (m)         2927.61   (f) ADJ UNCH    2 0
 EW0611
 EW0611.Superseded values are not recommended for survey control.
 EW0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0611.See file dsdata.txt to determine how the superseded data were derived.
 EW0611
 EW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU790361(NAD 83)
 EW0611_MARKER: DD = SURVEY DISK
 EW0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0611_STAMPING: 331.50 C B M 1968
 EW0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0611+STABILITY: SURFACE MOTION
 EW0611
 EW0611  HISTORY     - Date     Condition        Report By
 EW0611  HISTORY     - 1968     MONUMENTED       CADWR
 EW0611  HISTORY     - 1971     GOOD             NGS
 EW0611
 EW0611                          STATION DESCRIPTION
 EW0611
 EW0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0611'28.4 MI SE FROM PORTER TUNNEL.
 EW0611'28.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0611'SOUTH PORTAL OF THE PORTER TUNNEL, 123 FEET NORTHEAST OF BENCH
 EW0611'MARK 331.5 B (DWR), 12 1/2 FEET EAST OF BRACE POST AND ANGLE
 EW0611'IN THE NORTHEAST RIGHT-OF-WAY FENCE, 0.6 FOOT NORTH OF THE FENCE,
 EW0611'1.4 FEET WEST OF A WITNESS POST, ABOUT 29 FEET LOWER THAN THE
 EW0611'NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0611'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 25, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0608 ***********************************************************************
 EW0608  DESIGNATION -  331.9 B DWR
 EW0608  PID         -  EW0608
 EW0608  STATE/COUNTY-  CA/LOS ANGELES
 EW0608  USGS QUAD   -  DEL SUR (1995)
 EW0608
 EW0608                         *CURRENT SURVEY CONTROL
 EW0608  ___________________________________________________________________
 EW0608* NAD 83(1986)-  34 39 21.     (N)    118 18 56.     (W)     SCALED    
 EW0608* NAVD 88     -       900.22   (+/-2cm)    2953.5    (feet)  VERTCON   
 EW0608  ___________________________________________________________________
 EW0608  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0608
 EW0608.The horizontal coordinates were scaled from a topographic map and have
 EW0608.an estimated accuracy of +/- 6 seconds.
 EW0608
 EW0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0608.The vertical order pertains to the NGVD 29 superseded value.
 EW0608
 EW0608.The geoid height was determined by GEOID03.
 EW0608
 EW0608;                    North         East    Units  Estimated Accuracy
 EW0608;SPC CA 5     -   628,260.    1,971,080.      MT  (+/- 180 meters Scaled)
 EW0608
 EW0608                          SUPERSEDED SURVEY CONTROL
 EW0608
 EW0608  NGVD 29 (??/??/92)  899.332  (m)         2950.56   (f) ADJ UNCH    2 0
 EW0608
 EW0608.Superseded values are not recommended for survey control.
 EW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0608.See file dsdata.txt to determine how the superseded data were derived.
 EW0608
 EW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU794356(NAD 83)
 EW0608_MARKER: DD = SURVEY DISK
 EW0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0608_SP_SET: CONCRETE LINING
 EW0608_STAMPING: MILE 331.9 B
 EW0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0608
 EW0608  HISTORY     - Date     Condition        Report By
 EW0608  HISTORY     - UNK      MONUMENTED       CADWR
 EW0608  HISTORY     - 1971     GOOD             NGS
 EW0608
 EW0608                          STATION DESCRIPTION
 EW0608
 EW0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0608'28.9 MI SE FROM PORTER TUNNEL.
 EW0608'28.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0608'SOUTH PORTAL OF THE PORTER TUNNEL, 0.35 MILE SOUTH OF BENCH
 EW0608'MARK W 1044, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0608'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 109
 EW0608'FEET NORTHWEST OF A POINT DIRECTLY ACROSS THE AQUEDUCT FROM
 EW0608'THE CENTER OF A STEEL LADDER, AND ABOUT 5 FEET LOWER THAN THE
 EW0608'NORTHEAST LEVEE ROAD.  SECTION 36, T 7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0453 ***********************************************************************
 DC0453  DESIGNATION -  3310.1 USGS
 DC0453  PID         -  DC0453
 DC0453  STATE/COUNTY-  CA/SAN DIEGO
 DC0453  USGS QUAD   -  VIEJAS MOUNTAIN (1988)
 DC0453
 DC0453                         *CURRENT SURVEY CONTROL
 DC0453  ___________________________________________________________________
 DC0453* NAD 83(1986)-  32 50 26.     (N)    116 38 09.     (W)     SCALED    
 DC0453* NAVD 88     -      1009.61   (+/-2cm)    3312.4    (feet)  VERTCON   
 DC0453  ___________________________________________________________________
 DC0453  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DC0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0453
 DC0453.The horizontal coordinates were scaled from a topographic map and have
 DC0453.an estimated accuracy of +/- 6 seconds.
 DC0453
 DC0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0453.The vertical order pertains to the NGVD 29 superseded value.
 DC0453
 DC0453.The geoid height was determined by GEOID03.
 DC0453
 DC0453;                    North         East    Units  Estimated Accuracy
 DC0453;SPC CA 6     -   574,800.    1,963,880.      MT  (+/- 180 meters Scaled)
 DC0453
 DC0453                          SUPERSEDED SURVEY CONTROL
 DC0453
 DC0453  NGVD 29 (??/??/??) 1008.899  (m)         3310.03   (f) ADJUSTED    2 0
 DC0453
 DC0453.Superseded values are not recommended for survey control.
 DC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0453.See file dsdata.txt to determine how the superseded data were derived.
 DC0453
 DC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS340336(NAD 83)
 DC0453_MARKER: Q = CHISELED SQUARE
 DC0453_SETTING: 80 = SET IN A BOULDER
 DC0453_SP_SET: BOULDER
 DC0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0453+STABILITY: SURFACE MOTION
 DC0453
 DC0453  HISTORY     - Date     Condition        Report By
 DC0453  HISTORY     - UNK      MONUMENTED       USGS
 DC0453  HISTORY     - 1944     GOOD             NGS
 DC0453
 DC0453                          STATION DESCRIPTION
 DC0453
 DC0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0453'5.2 MI W FROM GUATAY.
 DC0453'3.5 MILES WEST ALONG U.S. HIGHWAY NO. 80 FROM THE JUNCTION OF
 DC0453'NO. 80 AND STATE HIGHWAY NO. 79 WHICH IS ABOUT 1.7 MILES
 DC0453'NORTHWEST OF GUATAY, CUT ON THE TOP OF A BOULDER, 25 FEET EAST
 DC0453'OF BENCH MARK A-736, ON THE INSIDE OF A CURVE FROM THE NORTHWEST
 DC0453'TO THE NORTHEAST, 14 FEET NORTH OF CENTER-LINE OF HIGHWAY, 23
 DC0453'FEET EAST OF THE CENTER-LINE OF THE NORTH HEADWALL OF CULVERT
 DC0453'NO. D 441 + 25, ABOUT 1.5 FEET ABOVE ROAD LEVEL.  A CHISELED
 DC0453'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0101 ***********************************************************************
 DW0101  DESIGNATION -  3315 3 A IID
 DW0101  PID         -  DW0101
 DW0101  STATE/COUNTY-  CA/IMPERIAL
 DW0101  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0101
 DW0101                         *CURRENT SURVEY CONTROL
 DW0101  ___________________________________________________________________
 DW0101* NAD 83(1986)-  33 01 02.     (N)    115 37 18.     (W)     SCALED    
 DW0101* NAVD 88     -       -43.60   (+/-2cm)    -143.0    (feet)  VERTCON   
 DW0101  ___________________________________________________________________
 DW0101  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DW0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0101
 DW0101.The horizontal coordinates were scaled from a topographic map and have
 DW0101.an estimated accuracy of +/- 6 seconds.
 DW0101
 DW0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0101.The vertical order pertains to the NGVD 29 superseded value.
 DW0101
 DW0101.The geoid height was determined by GEOID03.
 DW0101
 DW0101;                    North         East    Units  Estimated Accuracy
 DW0101;SPC CA 6     -   594,510.    2,058,710.      MT  (+/- 180 meters Scaled)
 DW0101
 DW0101                          SUPERSEDED SURVEY CONTROL
 DW0101
 DW0101  NGVD 29 (??/??/??)  -44.277  (m)         -145.27   (f) ADJUSTED    2 0
 DW0101
 DW0101.Superseded values are not recommended for survey control.
 DW0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0101.See file dsdata.txt to determine how the superseded data were derived.
 DW0101
 DW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS287540(NAD 83)
 DW0101_MARKER: DD = SURVEY DISK
 DW0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0101_SP_SET: HEADWALL
 DW0101_STAMPING: 3315-3A
 DW0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0101
 DW0101  HISTORY     - Date     Condition        Report By
 DW0101  HISTORY     - UNK      MONUMENTED       IID
 DW0101  HISTORY     - 1967     GOOD             NGS
 DW0101
 DW0101                          STATION DESCRIPTION
 DW0101
 DW0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DW0101'1.4 MI S FROM WESTMORELAND.
 DW0101'1.4 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DW0101'FROM THE POST OFFICE IN WESTMORELAND TO THE MARK ON THE RIGHT IN
 DW0101'THE NORTHWEST CORNER OF THE INTERSECTION OF FORRESTER ROAD AND
 DW0101'ANDRE ROAD.  IT IS SET IN A DRILL HOLE IN THE CURVED HEADWALL OF
 DW0101'THE CONCRETE IRRIGATION CANAL, 57 1/2 FEET NORTH OF ANDRE ROAD,
 DW0101'37 1/2 FEET WEST OF FORRESTER ROAD AND 3 FEET SOUTH OF GATE
 DW0101'MARKED TRIF. S 5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0323 ***********************************************************************
 MW0323  DESIGNATION -  3315.8 USGS
 MW0323  PID         -  MW0323
 MW0323  STATE/COUNTY-  CA/SHASTA
 MW0323  USGS QUAD   -  FALL RIVER MILLS (1995)
 MW0323
 MW0323                         *CURRENT SURVEY CONTROL
 MW0323  ___________________________________________________________________
 MW0323* NAD 83(1986)-  41 01 37.     (N)    121 25 17.     (W)     SCALED    
 MW0323* NAVD 88     -      1011.84   (+/-2cm)    3319.7    (feet)  VERTCON   
 MW0323  ___________________________________________________________________
 MW0323  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 MW0323  VERT ORDER  -  ? (See Below)
 MW0323
 MW0323.The horizontal coordinates were scaled from a topographic map and have
 MW0323.an estimated accuracy of +/- 6 seconds.
 MW0323
 MW0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 MW0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MW0323.The vertical order pertains to the NGVD 29 superseded value.
 MW0323
 MW0323.The geoid height was determined by GEOID03.
 MW0323
 MW0323;                    North         East    Units  Estimated Accuracy
 MW0323;SPC CA 1     -   688,220.    2,048,660.      MT  (+/- 180 meters Scaled)
 MW0323
 MW0323                          SUPERSEDED SURVEY CONTROL
 MW0323
 MW0323  NGVD 29 (??/??/??) 1010.883  (m)         3316.54   (f) ADJUSTED    ?  
 MW0323
 MW0323.Superseded values are not recommended for survey control.
 MW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0323.See file dsdata.txt to determine how the superseded data were derived.
 MW0323
 MW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL327429(NAD 83)
 MW0323_MARKER: B = BOLT
 MW0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0323+STABILITY: SURFACE MOTION
 MW0323
 MW0323  HISTORY     - Date     Condition        Report By
 MW0323  HISTORY     - UNK      MONUMENTED       USGS
 MW0323  HISTORY     - 1935     GOOD             NGS
 MW0323  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MW0323
 MW0323                          STATION DESCRIPTION
 MW0323
 MW0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0323'1.9 MI NE FROM FALL RIVER MILLS.
 MW0323'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 299 FROM FALL RIVER MILLS,
 MW0323'SHASTA COUNTY, 50 FEET WEST OF THE ROAD FORK LEADING SOUTH, 50
 MW0323'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 MW0323'CONCRETE HIGHWAY MARKER.  A COPPER BOLT.
 MW0323
 MW0323                          STATION RECOVERY (1986)
 MW0323
 MW0323'RECOVERY NOTE BY US POWER SQUADRON 1986 (JS)
 MW0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0326 ***********************************************************************
 MW0326  DESIGNATION -  3316.7 USGS
 MW0326  PID         -  MW0326
 MW0326  STATE/COUNTY-  CA/SHASTA
 MW0326  USGS QUAD   -  FALL RIVER MILLS (1995)
 MW0326
 MW0326                         *CURRENT SURVEY CONTROL
 MW0326  ___________________________________________________________________
 MW0326* NAD 83(1986)-  41 03 27.     (N)    121 22 46.     (W)     SCALED    
 MW0326* NAVD 88     -      1012.096  (meters)    3320.52   (feet)  ADJUSTED  
 MW0326  ___________________________________________________________________
 MW0326  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 MW0326  DYNAMIC HT  -        1011.414 (meters)    3318.28  (feet)  COMP
 MW0326  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 MW0326
 MW0326  VERT ORDER  -  FIRST     CLASS II
 MW0326
 MW0326.The horizontal coordinates were scaled from a topographic map and have
 MW0326.an estimated accuracy of +/- 6 seconds.
 MW0326
 MW0326.The orthometric height was determined by differential leveling
 MW0326.and adjusted in June 1991.
 MW0326
 MW0326.The geoid height was determined by GEOID03.
 MW0326
 MW0326.The dynamic height is computed by dividing the NAVD 88
 MW0326.geopotential number by the normal gravity value computed on the
 MW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0326.degrees latitude (g = 980.6199 gals.).
 MW0326
 MW0326.The modeled gravity was interpolated from observed gravity values.
 MW0326
 MW0326;                    North         East    Units  Estimated Accuracy
 MW0326;SPC CA 1     -   691,630.    2,052,160.      MT  (+/- 180 meters Scaled)
 MW0326
 MW0326                          SUPERSEDED SURVEY CONTROL
 MW0326
 MW0326  NGVD 29 (??/??/??) 1011.139  (m)         3317.38   (f) ADJUSTED    1 2
 MW0326
 MW0326.Superseded values are not recommended for survey control.
 MW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0326.See file dsdata.txt to determine how the superseded data were derived.
 MW0326
 MW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL361464(NAD 83)
 MW0326_MARKER: N = NAIL
 MW0326_SETTING: 0 = UNSPECIFIED SETTING
 MW0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0326
 MW0326  HISTORY     - Date     Condition        Report By
 MW0326  HISTORY     - UNK      MONUMENTED       USGS
 MW0326  HISTORY     - 1935     GOOD             NGS
 MW0326  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MW0326
 MW0326                          STATION DESCRIPTION
 MW0326
 MW0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0326'1.1 MI NE FROM MC ARTHUR.
 MW0326'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 299 FROM MC ARTHUR, SHASTA
 MW0326'COUNTY, 0.2 MILE WEST OF THE JUNCTION OF THE ROAD LEADING TO
 MW0326'PITTVILLE, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 MW0326'THE BASE OF A 12-INCH YELLOW PINE TREE.  A UNITED STATES GEOLOGICAL
 MW0326'SURVEY STANDARD COPPER NAIL AND WASHER.
 MW0326
 MW0326                          STATION RECOVERY (1986)
 MW0326
 MW0326'RECOVERY NOTE BY US POWER SQUADRON 1986 (JS)
 MW0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0479 ***********************************************************************
 MW0479  DESIGNATION -  3319.5 USGS
 MW0479  PID         -  MW0479
 MW0479  STATE/COUNTY-  CA/SHASTA
 MW0479  USGS QUAD   -  DANA (1995)
 MW0479
 MW0479                         *CURRENT SURVEY CONTROL
 MW0479  ___________________________________________________________________
 MW0479* NAD 83(1986)-  41 05 39.     (N)    121 31 59.     (W)     SCALED    
 MW0479* NAVD 88     -      1012.935  (meters)    3323.27   (feet)  ADJUSTED  
 MW0479  ___________________________________________________________________
 MW0479  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 MW0479  DYNAMIC HT  -        1012.261 (meters)    3321.06  (feet)  COMP
 MW0479  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 MW0479
 MW0479  VERT ORDER  -  SECOND    CLASS 0
 MW0479
 MW0479.The horizontal coordinates were scaled from a topographic map and have
 MW0479.an estimated accuracy of +/- 6 seconds.
 MW0479
 MW0479.The orthometric height was determined by differential leveling
 MW0479.and adjusted in June 1991.
 MW0479
 MW0479.The geoid height was determined by GEOID03.
 MW0479
 MW0479.The dynamic height is computed by dividing the NAVD 88
 MW0479.geopotential number by the normal gravity value computed on the
 MW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0479.degrees latitude (g = 980.6199 gals.).
 MW0479
 MW0479.The modeled gravity was interpolated from observed gravity values.
 MW0479
 MW0479;                    North         East    Units  Estimated Accuracy
 MW0479;SPC CA 1     -   695,620.    2,039,230.      MT  (+/- 180 meters Scaled)
 MW0479
 MW0479                          SUPERSEDED SURVEY CONTROL
 MW0479
 MW0479  NGVD 29 (??/??/??) 1011.959  (m)         3320.07   (f) ADJUSTED    2 0
 MW0479
 MW0479.Superseded values are not recommended for survey control.
 MW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0479.See file dsdata.txt to determine how the superseded data were derived.
 MW0479
 MW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL231502(NAD 83)
 MW0479_MARKER: R = RIVET
 MW0479_SETTING: 0 = UNSPECIFIED SETTING
 MW0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0479
 MW0479  HISTORY     - Date     Condition        Report By
 MW0479  HISTORY     - UNK      MONUMENTED       USGS
 MW0479  HISTORY     - 1936     GOOD             NGS
 MW0479  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0479
 MW0479                          STATION DESCRIPTION
 MW0479
 MW0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0479'4.2 MI N FROM GLENBURN.
 MW0479'4.2 MILES NORTH ALONG THE OLD BEAR FLAT-FALL RIVER MILLS
 MW0479'ROAD FROM THE PUBLIC SCHOOL AT GLENBURN, SHASTA COUNTY, 76 FEET
 MW0479'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH,
 MW0479'46 FEET SOUTHWEST OF FOREST SERVICE TELEPHONE POLE 10/13, 27 FEET
 MW0479'SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE BASE OF A 24-INCH
 MW0479'OAK TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER RIVET.
 MW0479
 MW0479                          STATION RECOVERY (1986)
 MW0479
 MW0479'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0625 ***********************************************************************
 EW0625  DESIGNATION -  332.0 C DWR
 EW0625  PID         -  EW0625
 EW0625  STATE/COUNTY-  CA/LOS ANGELES
 EW0625  USGS QUAD   -  DEL SUR (1995)
 EW0625
 EW0625                         *CURRENT SURVEY CONTROL
 EW0625  ___________________________________________________________________
 EW0625* NAD 83(1986)-  34 40 11.     (N)    118 20 17.     (W)     SCALED    
 EW0625* NAVD 88     -       885.14   (+/-2cm)    2904.0    (feet)  VERTCON   
 EW0625  ___________________________________________________________________
 EW0625  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 EW0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0625
 EW0625.The horizontal coordinates were scaled from a topographic map and have
 EW0625.an estimated accuracy of +/- 6 seconds.
 EW0625
 EW0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0625.The vertical order pertains to the NGVD 29 superseded value.
 EW0625
 EW0625.The geoid height was determined by GEOID03.
 EW0625
 EW0625;                    North         East    Units  Estimated Accuracy
 EW0625;SPC CA 5     -   629,800.    1,969,020.      MT  (+/- 180 meters Scaled)
 EW0625
 EW0625                          SUPERSEDED SURVEY CONTROL
 EW0625
 EW0625  NGVD 29 (??/??/92)  884.258  (m)         2901.10   (f) ADJ UNCH    2 0
 EW0625
 EW0625.Superseded values are not recommended for survey control.
 EW0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0625.See file dsdata.txt to determine how the superseded data were derived.
 EW0625
 EW0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU774372(NAD 83)
 EW0625_MARKER: DD = SURVEY DISK
 EW0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0625_STAMPING: 332.0 C BM 1968
 EW0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0625+STABILITY: SURFACE MOTION
 EW0625
 EW0625  HISTORY     - Date     Condition        Report By
 EW0625  HISTORY     - 1968     MONUMENTED       CADWR
 EW0625  HISTORY     - 1971     GOOD             NGS
 EW0625
 EW0625                          STATION DESCRIPTION
 EW0625
 EW0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0625'27 MI SE FROM PORTER TUNNEL.
 EW0625'26.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0625'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 OF A MILE SOUTHEAST
 EW0625'OF MILE 300.00 PAINTED ON THE LINING, 0.2 OF A MILE SOUTHWEST
 EW0625'AND CROSS COUNTRY FROM BENCH MARK U 1044, ON A SMALL RIDGE,
 EW0625'1.0 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 19.5
 EW0625'FEET NORTHWEST OF A BRACED FENCE POST, 1.0 FOOT SOUTHEAST OF
 EW0625'A WITNESS POST, ABOUT 50 FEET LOWER THAN THE NORTHEAST LEVEE,
 EW0625'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 OF A FOOT
 EW0625'ABOVE THE GROUND.  SECTION 26, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0607 ***********************************************************************
 EW0607  DESIGNATION -  332.3 A DWR
 EW0607  PID         -  EW0607
 EW0607  STATE/COUNTY-  CA/LOS ANGELES
 EW0607  USGS QUAD   -  DEL SUR (1995)
 EW0607
 EW0607                         *CURRENT SURVEY CONTROL
 EW0607  ___________________________________________________________________
 EW0607* NAD 83(1986)-  34 39 17.     (N)    118 18 35.     (W)     SCALED    
 EW0607* NAVD 88     -       903.55   (+/-2cm)    2964.4    (feet)  VERTCON   
 EW0607  ___________________________________________________________________
 EW0607  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0607
 EW0607.The horizontal coordinates were scaled from a topographic map and have
 EW0607.an estimated accuracy of +/- 6 seconds.
 EW0607
 EW0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0607.The vertical order pertains to the NGVD 29 superseded value.
 EW0607
 EW0607.The geoid height was determined by GEOID03.
 EW0607
 EW0607;                    North         East    Units  Estimated Accuracy
 EW0607;SPC CA 5     -   628,130.    1,971,610.      MT  (+/- 180 meters Scaled)
 EW0607
 EW0607                          SUPERSEDED SURVEY CONTROL
 EW0607
 EW0607  NGVD 29 (??/??/92)  902.667  (m)         2961.50   (f) ADJ UNCH    2 0
 EW0607
 EW0607.Superseded values are not recommended for survey control.
 EW0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0607.See file dsdata.txt to determine how the superseded data were derived.
 EW0607
 EW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU799355(NAD 83)
 EW0607_MARKER: DD = SURVEY DISK
 EW0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0607_SP_SET: CURB
 EW0607_STAMPING: 332.3 A 1971
 EW0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0607
 EW0607  HISTORY     - Date     Condition        Report By
 EW0607  HISTORY     - 1971     MONUMENTED       CADWR
 EW0607  HISTORY     - 1971     GOOD             NGS
 EW0607
 EW0607                          STATION DESCRIPTION
 EW0607
 EW0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0607'29.3 MI SE FROM PORTER TUNNEL.
 EW0607'29.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0607'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF CONCRETE
 EW0607'BRIDGE 332.32, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 EW0607'END OF THE NORTHWEST CONCRETE CURB OF THE BRIDGE, AND ABOUT 1
 EW0607'FOOT HIGHER THAN THE BRIDGE DECK.  SECTION 36, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0605 ***********************************************************************
 EW0605  DESIGNATION -  332.3 B DWR
 EW0605  PID         -  EW0605
 EW0605  STATE/COUNTY-  CA/LOS ANGELES
 EW0605  USGS QUAD   -  DEL SUR (1995)
 EW0605
 EW0605                         *CURRENT SURVEY CONTROL
 EW0605  ___________________________________________________________________
 EW0605* NAD 83(1986)-  34 39 18.     (N)    118 18 36.     (W)     SCALED    
 EW0605* NAVD 88     -       900.19   (+/-2cm)    2953.4    (feet)  VERTCON   
 EW0605  ___________________________________________________________________
 EW0605  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0605
 EW0605.The horizontal coordinates were scaled from a topographic map and have
 EW0605.an estimated accuracy of +/- 6 seconds.
 EW0605
 EW0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0605.The vertical order pertains to the NGVD 29 superseded value.
 EW0605
 EW0605.The geoid height was determined by GEOID03.
 EW0605
 EW0605;                    North         East    Units  Estimated Accuracy
 EW0605;SPC CA 5     -   628,160.    1,971,590.      MT  (+/- 180 meters Scaled)
 EW0605
 EW0605                          SUPERSEDED SURVEY CONTROL
 EW0605
 EW0605  NGVD 29 (??/??/92)  899.303  (m)         2950.46   (f) ADJ UNCH    2 0
 EW0605
 EW0605.Superseded values are not recommended for survey control.
 EW0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0605.See file dsdata.txt to determine how the superseded data were derived.
 EW0605
 EW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU799355(NAD 83)
 EW0605_MARKER: DD = SURVEY DISK
 EW0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0605_SP_SET: CONCRETE LINING
 EW0605_STAMPING: MILE 332.3 B
 EW0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0605
 EW0605  HISTORY     - Date     Condition        Report By
 EW0605  HISTORY     - UNK      MONUMENTED       CADWR
 EW0605  HISTORY     - 1971     GOOD             NGS
 EW0605
 EW0605                          STATION DESCRIPTION
 EW0605
 EW0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0605'29.3 MI SE FROM PORTER TUNNEL.
 EW0605'29.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0605'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0605'CONCRETE LINING OF THE AQUEDUCT, 105 FEET NORTHWEST OF THE
 EW0605'NORTHWEST EDGE OF BRIDGE 332.32 OVER THE AQUEDUCT, AND ABOUT
 EW0605'8 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 36,
 EW0605'T 7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0604 ***********************************************************************
 EW0604  DESIGNATION -  332.4 B DWR
 EW0604  PID         -  EW0604
 EW0604  STATE/COUNTY-  CA/LOS ANGELES
 EW0604  USGS QUAD   -  DEL SUR (1995)
 EW0604
 EW0604                         *CURRENT SURVEY CONTROL
 EW0604  ___________________________________________________________________
 EW0604* NAD 83(1986)-  34 39 14.     (N)    118 18 29.     (W)     SCALED    
 EW0604* NAVD 88     -       900.13   (+/-2cm)    2953.2    (feet)  VERTCON   
 EW0604  ___________________________________________________________________
 EW0604  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0604
 EW0604.The horizontal coordinates were scaled from a topographic map and have
 EW0604.an estimated accuracy of +/- 6 seconds.
 EW0604
 EW0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0604.The vertical order pertains to the NGVD 29 superseded value.
 EW0604
 EW0604.The geoid height was determined by GEOID03.
 EW0604
 EW0604;                    North         East    Units  Estimated Accuracy
 EW0604;SPC CA 5     -   628,040.    1,971,760.      MT  (+/- 180 meters Scaled)
 EW0604
 EW0604                          SUPERSEDED SURVEY CONTROL
 EW0604
 EW0604  NGVD 29 (??/??/92)  899.247  (m)         2950.28   (f) ADJ UNCH    2 0
 EW0604
 EW0604.Superseded values are not recommended for survey control.
 EW0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0604.See file dsdata.txt to determine how the superseded data were derived.
 EW0604
 EW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU801354(NAD 83)
 EW0604_MARKER: DD = SURVEY DISK
 EW0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0604_SP_SET: CONCRETE LINING
 EW0604_STAMPING: MILE 332.4 B
 EW0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0604
 EW0604  HISTORY     - Date     Condition        Report By
 EW0604  HISTORY     - UNK      MONUMENTED       CADWR
 EW0604  HISTORY     - 1971     GOOD             NGS
 EW0604
 EW0604                          STATION DESCRIPTION
 EW0604
 EW0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0604'29.4 MI SE FROM PORTER TUNNEL.
 EW0604'29.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0604'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0604'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE
 EW0604'LINING OF THE AQUEDUCT, 37 FEET EAST OF THE CENTER OF A STEEL
 EW0604'LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0604'SECTION 36, T 7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0620 ***********************************************************************
 EW0620  DESIGNATION -  332.5 C DWR
 EW0620  PID         -  EW0620
 EW0620  STATE/COUNTY-  CA/LOS ANGELES
 EW0620  USGS QUAD   -  DEL SUR (1995)
 EW0620
 EW0620                         *CURRENT SURVEY CONTROL
 EW0620  ___________________________________________________________________
 EW0620* NAD 83(1986)-  34 39 53.     (N)    118 20 06.     (W)     SCALED    
 EW0620* NAVD 88     -       897.85   (+/-2cm)    2945.7    (feet)  VERTCON   
 EW0620  ___________________________________________________________________
 EW0620  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EW0620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0620
 EW0620.The horizontal coordinates were scaled from a topographic map and have
 EW0620.an estimated accuracy of +/- 6 seconds.
 EW0620
 EW0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0620.The vertical order pertains to the NGVD 29 superseded value.
 EW0620
 EW0620.The geoid height was determined by GEOID03.
 EW0620
 EW0620;                    North         East    Units  Estimated Accuracy
 EW0620;SPC CA 5     -   629,250.    1,969,300.      MT  (+/- 180 meters Scaled)
 EW0620
 EW0620                          SUPERSEDED SURVEY CONTROL
 EW0620
 EW0620  NGVD 29 (??/??/92)  896.961  (m)         2942.78   (f) ADJ UNCH    2 0
 EW0620
 EW0620.Superseded values are not recommended for survey control.
 EW0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0620.See file dsdata.txt to determine how the superseded data were derived.
 EW0620
 EW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU776366(NAD 83)
 EW0620_MARKER: DD = SURVEY DISK
 EW0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0620_STAMPING: 332.5 C BM 1968
 EW0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0620+STABILITY: SURFACE MOTION
 EW0620
 EW0620  HISTORY     - Date     Condition        Report By
 EW0620  HISTORY     - 1968     MONUMENTED       CADWR
 EW0620  HISTORY     - 1971     GOOD             NGS
 EW0620
 EW0620                          STATION DESCRIPTION
 EW0620
 EW0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0620'27.4 MI SE FROM PORTER TUNNEL.
 EW0620'27.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0620'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE NORTHWEST END OF A
 EW0620'CUT AND ON THE NORTHWEST SLOPE OF A HILL, 0.6 OF A FOOT
 EW0620'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 16.5 FEET
 EW0620'NORTHWEST OF A BRACED FENCE POST, 1.5 FEET NORTH OF A WITNESS
 EW0620'POST, ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND
 EW0620'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 OF A FOOT ABOVE THE
 EW0620'GROUND.  SECTION 26, T 7N, R 14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0603 ***********************************************************************
 EW0603  DESIGNATION -  332.8 B DWR
 EW0603  PID         -  EW0603
 EW0603  STATE/COUNTY-  CA/LOS ANGELES
 EW0603  USGS QUAD   -  DEL SUR (1995)
 EW0603
 EW0603                         *CURRENT SURVEY CONTROL
 EW0603  ___________________________________________________________________
 EW0603* NAD 83(1986)-  34 39 06.     (N)    118 18 11.     (W)     SCALED    
 EW0603* NAVD 88     -       900.14   (+/-2cm)    2953.2    (feet)  VERTCON   
 EW0603  ___________________________________________________________________
 EW0603  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0603
 EW0603.The horizontal coordinates were scaled from a topographic map and have
 EW0603.an estimated accuracy of +/- 6 seconds.
 EW0603
 EW0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0603.The vertical order pertains to the NGVD 29 superseded value.
 EW0603
 EW0603.The geoid height was determined by GEOID03.
 EW0603
 EW0603;                    North         East    Units  Estimated Accuracy
 EW0603;SPC CA 5     -   627,790.    1,972,220.      MT  (+/- 180 meters Scaled)
 EW0603
 EW0603                          SUPERSEDED SURVEY CONTROL
 EW0603
 EW0603  NGVD 29 (??/??/92)  899.259  (m)         2950.32   (f) ADJ UNCH    2 0
 EW0603
 EW0603.Superseded values are not recommended for survey control.
 EW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0603.See file dsdata.txt to determine how the superseded data were derived.
 EW0603
 EW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU805351(NAD 83)
 EW0603_MARKER: DD = SURVEY DISK
 EW0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0603_SP_SET: CONCRETE LINING
 EW0603_STAMPING: MILE 332.8 B
 EW0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0603
 EW0603  HISTORY     - Date     Condition        Report By
 EW0603  HISTORY     - UNK      MONUMENTED       CADWR
 EW0603  HISTORY     - 1971     GOOD             NGS
 EW0603
 EW0603                          STATION DESCRIPTION
 EW0603
 EW0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0603'29.8 MI SE FROM PORTER TUNNEL.
 EW0603'29.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0603'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0603'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0603'CONCRETE LINING OF THE AQUEDUCT, 81 FEET SOUTHEAST OF THE CENTER
 EW0603'OF A STEEL LADDER, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST
 EW0603'LEVEE ROAD.  SECTION 31, T 7N, R13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0678 ***********************************************************************
 KS0678  DESIGNATION -  3321 USFS
 KS0678  PID         -  KS0678
 KS0678  STATE/COUNTY-  CA/BUTTE
 KS0678  USGS QUAD   -  FORBESTOWN (1994)
 KS0678
 KS0678                         *CURRENT SURVEY CONTROL
 KS0678  ___________________________________________________________________
 KS0678* NAD 83(1986)-  39 31 25.     (N)    121 17 45.     (W)     SCALED    
 KS0678* NAVD 88     -      1013.470  (meters)    3325.03   (feet)  ADJUSTED  
 KS0678  ___________________________________________________________________
 KS0678  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 KS0678  DYNAMIC HT  -        1012.743 (meters)    3322.64  (feet)  COMP
 KS0678  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 KS0678
 KS0678  VERT ORDER  -  SECOND    CLASS 0
 KS0678
 KS0678.The horizontal coordinates were scaled from a topographic map and have
 KS0678.an estimated accuracy of +/- 6 seconds.
 KS0678
 KS0678.The orthometric height was determined by differential leveling
 KS0678.and adjusted in June 1991.
 KS0678
 KS0678.The geoid height was determined by GEOID03.
 KS0678
 KS0678.The dynamic height is computed by dividing the NAVD 88
 KS0678.geopotential number by the normal gravity value computed on the
 KS0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0678.degrees latitude (g = 980.6199 gals.).
 KS0678
 KS0678.The modeled gravity was interpolated from observed gravity values.
 KS0678
 KS0678;                    North         East    Units  Estimated Accuracy
 KS0678;SPC CA 2     -   706,370.    2,060,540.      MT  (+/- 180 meters Scaled)
 KS0678
 KS0678                          SUPERSEDED SURVEY CONTROL
 KS0678
 KS0678  NGVD 29 (??/??/??) 1012.681  (m)         3322.44   (f) ADJUSTED    2 0
 KS0678
 KS0678.Superseded values are not recommended for survey control.
 KS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0678.See file dsdata.txt to determine how the superseded data were derived.
 KS0678
 KS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ464762(NAD 83)
 KS0678_MARKER: DD = SURVEY DISK
 KS0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0678_SP_SET: TOWER
 KS0678_STAMPING: FSM SUNSET HILL SEC 9 T19N R6E 3321 LBL 1939
 KS0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0678+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS0678
 KS0678  HISTORY     - Date     Condition        Report By
 KS0678  HISTORY     - 1939     MONUMENTED       USFS
 KS0678  HISTORY     - 1960     GOOD             NGS
 KS0678  HISTORY     - 20040324 GOOD             CADT
 KS0678
 KS0678                          STATION DESCRIPTION
 KS0678
 KS0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KS0678'2.2 MI W FROM FORBESTOWN.
 KS0678'1.9 MILES NORTHWEST ALONG OROVILLE-FORBESTOWN ROAD FROM THE
 KS0678'DIGGINS RICHFIELD SERVICE STATION AT FORBESTOWN, THENCE 0.3
 KS0678'MILE NORTHWEST ALONG A DIRT ROAD LEADING TO SUNSET LOOKOUT TOWER,
 KS0678'IN R6E T19N S9, AT THE SUNSET LOOKOUT TOWER, IN TOP OF THE
 KS0678'CONCRETE FOUNDATION FOR THE NORTHEAST STEEL LEG OF THE TOWER,
 KS0678'19 FEET NORTH OF REFERENCE MARK SUNSET R.M. NO. 2, AND ABOUT
 KS0678'LEVEL WITH THE REFERENCE MARK.
 KS0678
 KS0678                          STATION RECOVERY (2004)
 KS0678
 KS0678'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0102 ***********************************************************************
 DW0102  DESIGNATION -  3322 3 IID
 DW0102  PID         -  DW0102
 DW0102  STATE/COUNTY-  CA/IMPERIAL
 DW0102  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0102
 DW0102                         *CURRENT SURVEY CONTROL
 DW0102  ___________________________________________________________________
 DW0102* NAD 83(1986)-  33 00 24.     (N)    115 37 19.     (W)     SCALED    
 DW0102* NAVD 88     -       -41.03   (+/-2cm)    -134.6    (feet)  VERTCON   
 DW0102  ___________________________________________________________________
 DW0102  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DW0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0102
 DW0102.The horizontal coordinates were scaled from a topographic map and have
 DW0102.an estimated accuracy of +/- 6 seconds.
 DW0102
 DW0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0102.The vertical order pertains to the NGVD 29 superseded value.
 DW0102
 DW0102.The geoid height was determined by GEOID03.
 DW0102
 DW0102;                    North         East    Units  Estimated Accuracy
 DW0102;SPC CA 6     -   593,340.    2,058,690.      MT  (+/- 180 meters Scaled)
 DW0102
 DW0102                          SUPERSEDED SURVEY CONTROL
 DW0102
 DW0102  NGVD 29 (??/??/??)  -41.700  (m)         -136.81   (f) ADJUSTED    2 0
 DW0102
 DW0102.Superseded values are not recommended for survey control.
 DW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0102.See file dsdata.txt to determine how the superseded data were derived.
 DW0102
 DW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS287528(NAD 83)
 DW0102_MARKER: DD = SURVEY DISK
 DW0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0102_SP_SET: HEADWALL
 DW0102_STAMPING: 3322-3
 DW0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0102
 DW0102  HISTORY     - Date     Condition        Report By
 DW0102  HISTORY     - UNK      MONUMENTED       IID
 DW0102  HISTORY     - 1967     GOOD             NGS
 DW0102
 DW0102                          STATION DESCRIPTION
 DW0102
 DW0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DW0102'2 MI S FROM WESTMORELAND.
 DW0102'2.05 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD FROM
 DW0102'THE POST OFFICE IN WESTMORELAND TO THE MARK ON THE RIGHT.  IT IS
 DW0102'SET IN A DRILL HOLE IN THE CURVE OF THE EAST HEAD WALL OF THE
 DW0102'IRRIGATION CANAL, 56 1/2 FEET WEST OF FORRESTER ROAD AND 3 FEET
 DW0102'SOUTH OF THE MAIN GATE NEAR LATERAL 26.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0322 ***********************************************************************
 MW0322  DESIGNATION -  3323.6 USGS
 MW0322  PID         -  MW0322
 MW0322  STATE/COUNTY-  CA/SHASTA
 MW0322  USGS QUAD   -  FALL RIVER MILLS (1995)
 MW0322
 MW0322                         *CURRENT SURVEY CONTROL
 MW0322  ___________________________________________________________________
 MW0322* NAD 83(1986)-  41 00 54.     (N)    121 25 56.     (W)     SCALED    
 MW0322* NAVD 88     -      1014.204  (meters)    3327.43   (feet)  ADJUSTED  
 MW0322  ___________________________________________________________________
 MW0322  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 MW0322  DYNAMIC HT  -        1013.521 (meters)    3325.19  (feet)  COMP
 MW0322  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 MW0322
 MW0322  VERT ORDER  -  FIRST     CLASS II
 MW0322
 MW0322.The horizontal coordinates were scaled from a topographic map and have
 MW0322.an estimated accuracy of +/- 6 seconds.
 MW0322
 MW0322.The orthometric height was determined by differential leveling
 MW0322.and adjusted in June 1991.
 MW0322
 MW0322.The geoid height was determined by GEOID03.
 MW0322
 MW0322.The dynamic height is computed by dividing the NAVD 88
 MW0322.geopotential number by the normal gravity value computed on the
 MW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0322.degrees latitude (g = 980.6199 gals.).
 MW0322
 MW0322.The modeled gravity was interpolated from observed gravity values.
 MW0322
 MW0322;                    North         East    Units  Estimated Accuracy
 MW0322;SPC CA 1     -   686,880.    2,047,750.      MT  (+/- 180 meters Scaled)
 MW0322
 MW0322                          SUPERSEDED SURVEY CONTROL
 MW0322
 MW0322  NGVD 29 (??/??/??) 1013.253  (m)         3324.31   (f) ADJUSTED    1 2
 MW0322
 MW0322.Superseded values are not recommended for survey control.
 MW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0322.See file dsdata.txt to determine how the superseded data were derived.
 MW0322
 MW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL318416(NAD 83)
 MW0322_MARKER: B = BOLT
 MW0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0322+STABILITY: SURFACE MOTION
 MW0322
 MW0322  HISTORY     - Date     Condition        Report By
 MW0322  HISTORY     - UNK      MONUMENTED       USGS
 MW0322  HISTORY     - 1935     GOOD             NGS
 MW0322  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 MW0322
 MW0322                          STATION DESCRIPTION
 MW0322
 MW0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0322'0.9 MI NE FROM FALL RIVER MILLS.
 MW0322'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 299 FROM FALL RIVER MILLS,
 MW0322'SHASTA COUNTY, 210 FEET NORTH OF THE ROAD FORK LEADING SOUTH AT A
 MW0322'BEND IN THE HIGHWAY, ON THE EAST SIDE OF A BALL PARK, 50 FEET
 MW0322'WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 MW0322'CONCRETE HIGHWAY MARKER.  A COPPER BOLT.
 MW0322
 MW0322                          STATION RECOVERY (1986)
 MW0322
 MW0322'RECOVERY NOTE BY US POWER SQUADRON 1986 (JS)
 MW0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0394 ***********************************************************************
 LT0394  DESIGNATION -  3324.0 USGS
 LT0394  PID         -  LT0394
 LT0394  STATE/COUNTY-  CA/SHASTA
 LT0394  USGS QUAD   -  CASSEL (1995)
 LT0394
 LT0394                         *CURRENT SURVEY CONTROL
 LT0394  ___________________________________________________________________
 LT0394* NAD 83(1986)-  40 55 17.     (N)    121 30 59.     (W)     SCALED    
 LT0394* NAVD 88     -      1014.341  (meters)    3327.88   (feet)  ADJUSTED  
 LT0394  ___________________________________________________________________
 LT0394  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 LT0394  DYNAMIC HT  -        1013.650 (meters)    3325.62  (feet)  COMP
 LT0394  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 LT0394
 LT0394  VERT ORDER  -  FIRST     CLASS II
 LT0394
 LT0394.The horizontal coordinates were scaled from a topographic map and have
 LT0394.an estimated accuracy of +/- 6 seconds.
 LT0394
 LT0394.The orthometric height was determined by differential leveling
 LT0394.and adjusted in June 1991.
 LT0394
 LT0394.The geoid height was determined by GEOID03.
 LT0394
 LT0394.The dynamic height is computed by dividing the NAVD 88
 LT0394.geopotential number by the normal gravity value computed on the
 LT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0394.degrees latitude (g = 980.6199 gals.).
 LT0394
 LT0394.The modeled gravity was interpolated from observed gravity values.
 LT0394
 LT0394;                    North         East    Units  Estimated Accuracy
 LT0394;SPC CA 1     -   676,450.    2,040,730.      MT  (+/- 180 meters Scaled)
 LT0394
 LT0394                          SUPERSEDED SURVEY CONTROL
 LT0394
 LT0394  NGVD 29 (??/??/??) 1013.386  (m)         3324.75   (f) ADJUSTED    1 2
 LT0394
 LT0394.Superseded values are not recommended for survey control.
 LT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0394.See file dsdata.txt to determine how the superseded data were derived.
 LT0394
 LT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL249310(NAD 83)
 LT0394_MARKER: N = NAIL
 LT0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0394_SP_SET: TREE
 LT0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0394
 LT0394  HISTORY     - Date     Condition        Report By
 LT0394  HISTORY     - UNK      MONUMENTED       USGS
 LT0394  HISTORY     - 1935     GOOD             NGS
 LT0394
 LT0394                          STATION DESCRIPTION
 LT0394
 LT0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0394'9.9 MI SW FROM FALL RIVER MILLS.
 LT0394'9.9 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY
 LT0394'FROM FALL RIVER MILLS, SHASTA COUNTY, 20 FEET NORTH OF THE
 LT0394'CENTERLINE OF THE ROAD, ON A SHASTA NATIONAL FOREST BOUNDARY
 LT0394'TREE, AND IN THE ROOT ON THE SOUTH SIDE OF THE 8-INCH OAK TREE.
 LT0394'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 LT0394'WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0478 ***********************************************************************
 MW0478  DESIGNATION -  3324.3 USGS
 MW0478  PID         -  MW0478
 MW0478  STATE/COUNTY-  CA/SHASTA
 MW0478  USGS QUAD   -  DANA (1995)
 MW0478
 MW0478                         *CURRENT SURVEY CONTROL
 MW0478  ___________________________________________________________________
 MW0478* NAD 83(1986)-  41 05 39.     (N)    121 33 00.     (W)     SCALED    
 MW0478* NAVD 88     -      1014.410  (meters)    3328.11   (feet)  ADJUSTED  
 MW0478  ___________________________________________________________________
 MW0478  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 MW0478  DYNAMIC HT  -        1013.738 (meters)    3325.91  (feet)  COMP
 MW0478  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 MW0478
 MW0478  VERT ORDER  -  SECOND    CLASS 0
 MW0478
 MW0478.The horizontal coordinates were scaled from a topographic map and have
 MW0478.an estimated accuracy of +/- 6 seconds.
 MW0478
 MW0478.The orthometric height was determined by differential leveling
 MW0478.and adjusted in June 1991.
 MW0478
 MW0478.The geoid height was determined by GEOID03.
 MW0478
 MW0478.The dynamic height is computed by dividing the NAVD 88
 MW0478.geopotential number by the normal gravity value computed on the
 MW0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0478.degrees latitude (g = 980.6199 gals.).
 MW0478
 MW0478.The modeled gravity was interpolated from observed gravity values.
 MW0478
 MW0478;                    North         East    Units  Estimated Accuracy
 MW0478;SPC CA 1     -   695,620.    2,037,800.      MT  (+/- 180 meters Scaled)
 MW0478
 MW0478                          SUPERSEDED SURVEY CONTROL
 MW0478
 MW0478  NGVD 29 (??/??/??) 1013.434  (m)         3324.91   (f) ADJUSTED    2 0
 MW0478
 MW0478.Superseded values are not recommended for survey control.
 MW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0478.See file dsdata.txt to determine how the superseded data were derived.
 MW0478
 MW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL217502(NAD 83)
 MW0478_MARKER: R = RIVET
 MW0478_SETTING: 0 = UNSPECIFIED SETTING
 MW0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0478
 MW0478  HISTORY     - Date     Condition        Report By
 MW0478  HISTORY     - UNK      MONUMENTED       USGS
 MW0478  HISTORY     - 1936     GOOD             NGS
 MW0478  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0478
 MW0478                          STATION DESCRIPTION
 MW0478
 MW0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0478'5 MI N FROM GLENBURN.
 MW0478'5.0 MILES NORTH ALONG THE OLD BEAR FLAT-FALL RIVER MILLS
 MW0478'ROAD FROM THE PUBLIC SCHOOL AT GLENBURN, SHASTA COUNTY, 110 FEET
 MW0478'SOUTHWEST OF FOREST SERVICE TELEPHONE POLE 11/19, AT THE WEST END
 MW0478'OF THE TANGENT, 42 FEET NORTHEAST OF THE MIDDLE OF A WOODEN GATE,
 MW0478'20 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND IN THE NORTH
 MW0478'SIDE OF THE BASE OF A 24-INCH YELLOW-PINE TREE MARKED USBM.  A
 MW0478'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER RIVET.
 MW0478
 MW0478                          STATION RECOVERY (1986)
 MW0478
 MW0478'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0883 ***********************************************************************
 DB0883  DESIGNATION -  3327 3 B IID
 DB0883  PID         -  DB0883
 DB0883  STATE/COUNTY-  CA/IMPERIAL
 DB0883  USGS QUAD   -  BRAWLEY (1979)
 DB0883
 DB0883                         *CURRENT SURVEY CONTROL
 DB0883  ___________________________________________________________________
 DB0883* NAD 83(1986)-  32 59 05.     (N)    115 37 27.     (W)     SCALED    
 DB0883* NAVD 88     -       -33.69   (+/-2cm)    -110.5    (feet)  VERTCON   
 DB0883  ___________________________________________________________________
 DB0883  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DB0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0883
 DB0883.The horizontal coordinates were scaled from a topographic map and have
 DB0883.an estimated accuracy of +/- 6 seconds.
 DB0883
 DB0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0883.The vertical order pertains to the NGVD 29 superseded value.
 DB0883
 DB0883.The geoid height was determined by GEOID03.
 DB0883
 DB0883;                    North         East    Units  Estimated Accuracy
 DB0883;SPC CA 6     -   590,900.    2,058,490.      MT  (+/- 180 meters Scaled)
 DB0883
 DB0883                          SUPERSEDED SURVEY CONTROL
 DB0883
 DB0883  NGVD 29 (??/??/??)  -34.359  (m)         -112.73   (f) ADJUSTED    2 0
 DB0883
 DB0883.Superseded values are not recommended for survey control.
 DB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0883.See file dsdata.txt to determine how the superseded data were derived.
 DB0883
 DB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS285504(NAD 83)
 DB0883_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0883_SP_SET: CANAL
 DB0883_STAMPING: 3327-3B
 DB0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0883
 DB0883  HISTORY     - Date     Condition        Report By
 DB0883  HISTORY     - UNK      MONUMENTED       IID
 DB0883  HISTORY     - 1967     GOOD             NGS
 DB0883
 DB0883                          STATION DESCRIPTION
 DB0883
 DB0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0883'3.6 MI S FROM WESTMORELAND.
 DB0883'3.6 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0883'FROM THE POST OFFICE IN WESTMORELAND TO THE MARK ON THE RIGHT.
 DB0883'IT IS SET IN THE CURVED EAST HEADWALL OF THE CONCRETE IRRIGATION
 DB0883'CANAL.  47 1/2 FEET WEST OF THE CENTER LINE OF FORRESTER ROAD
 DB0883'AND 3 FEET SOUTH OF THE MAIN GATE AT LATERALS 15 AND 16.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0882 ***********************************************************************
 DB0882  DESIGNATION -  3327 3 C IID
 DB0882  PID         -  DB0882
 DB0882  STATE/COUNTY-  CA/IMPERIAL
 DB0882  USGS QUAD   -  BRAWLEY (1979)
 DB0882
 DB0882                         *CURRENT SURVEY CONTROL
 DB0882  ___________________________________________________________________
 DB0882* NAD 83(1986)-  32 59 21.     (N)    115 37 27.     (W)     SCALED    
 DB0882* NAVD 88     -       -35.19   (+/-2cm)    -115.5    (feet)  VERTCON   
 DB0882  ___________________________________________________________________
 DB0882  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DB0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0882
 DB0882.The horizontal coordinates were scaled from a topographic map and have
 DB0882.an estimated accuracy of +/- 6 seconds.
 DB0882
 DB0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0882.The vertical order pertains to the NGVD 29 superseded value.
 DB0882
 DB0882.The geoid height was determined by GEOID03.
 DB0882
 DB0882;                    North         East    Units  Estimated Accuracy
 DB0882;SPC CA 6     -   591,390.    2,058,490.      MT  (+/- 180 meters Scaled)
 DB0882
 DB0882                          SUPERSEDED SURVEY CONTROL
 DB0882
 DB0882  NGVD 29 (??/??/??)  -35.865  (m)         -117.67   (f) ADJUSTED    2 0
 DB0882
 DB0882.Superseded values are not recommended for survey control.
 DB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0882.See file dsdata.txt to determine how the superseded data were derived.
 DB0882
 DB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS285509(NAD 83)
 DB0882_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0882_SP_SET: CANAL
 DB0882_STAMPING: 3327-3C
 DB0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0882
 DB0882  HISTORY     - Date     Condition        Report By
 DB0882  HISTORY     - UNK      MONUMENTED       IID
 DB0882  HISTORY     - 1967     GOOD             NGS
 DB0882
 DB0882                          STATION DESCRIPTION
 DB0882
 DB0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0882'3.4 MI S FROM WESTMORELAND.
 DB0882'3.35 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0882'FROM THE POST OFFICE IN WESTMORELAND TO THE MARK ON THE RIGHT
 DB0882'ACROSS THE ROAD FROM 2 LARGE COTTONWOOD TREES.  IT IS SET IN A
 DB0882'DRILL HOLE IN THE CURVE OF THE EAST CONCRETE HEAD WALL OF THE
 DB0882'IRRIGATION CANAL, 48 FEET WEST OF THE CENTER LINE OF FORRESTER
 DB0882'ROAD AND 3 FEET SOUTH OF THE MAIN GATE AT LATERAL 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1716 ***********************************************************************
 GT1716  DESIGNATION -  333
 GT1716  PID         -  GT1716
 GT1716  STATE/COUNTY-  CA/FRESNO
 GT1716  USGS QUAD   -  FRIANT (1964)
 GT1716
 GT1716                         *CURRENT SURVEY CONTROL
 GT1716  ___________________________________________________________________
 GT1716* NAD 83(1986)-  36 59 29.     (N)    119 42 54.     (W)     SCALED    
 GT1716* NAVD 88     -       101.51   (+/-2cm)     333.0    (feet)  VERTCON   
 GT1716  ___________________________________________________________________
 GT1716  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GT1716  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1716
 GT1716.The horizontal coordinates were scaled from a topographic map and have
 GT1716.an estimated accuracy of +/- 6 seconds.
 GT1716
 GT1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1716.The vertical order pertains to the NGVD 29 superseded value.
 GT1716
 GT1716.The geoid height was determined by GEOID03.
 GT1716
 GT1716;                    North         East    Units  Estimated Accuracy
 GT1716;SPC CA 4     -   684,220.    1,936,350.      MT  (+/- 180 meters Scaled)
 GT1716
 GT1716                          SUPERSEDED SURVEY CONTROL
 GT1716
 GT1716  NGVD 29 (??/??/92)  100.750  (m)          330.54   (f) ADJ UNCH    1 1
 GT1716
 GT1716.Superseded values are not recommended for survey control.
 GT1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1716.See file dsdata.txt to determine how the superseded data were derived.
 GT1716
 GT1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA583973(NAD 83)
 GT1716_MARKER: DD = SURVEY DISK
 GT1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT1716_SP_SET: BRIDGE
 GT1716_STAMPING: 333 B 1908 U
 GT1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT1716
 GT1716  HISTORY     - Date     Condition        Report By
 GT1716  HISTORY     - 1908     MONUMENTED       USGS
 GT1716  HISTORY     - 1972     GOOD             NGS
 GT1716
 GT1716                          STATION DESCRIPTION
 GT1716
 GT1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1716'AT FRIANT.
 GT1716'AT FRIANT, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GT1716'CONCRETE GUARDRAIL OF THE REMAINS OF A CONCRETE BRIDGE FOR THE
 GT1716'NORTH FORK ROAD OVER THE SAN JOAQUIN RIVER, ABOUT 150 FEET
 GT1716'SOUTHWEST OF THE NEW BRIDGE OVER THE RIVER.  SEC 7, T11S, R21E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1057 ***********************************************************************
 GU1057  DESIGNATION -  333 USE
 GU1057  PID         -  GU1057
 GU1057  STATE/COUNTY-  CA/FRESNO
 GU1057  USGS QUAD   -  JAMESAN (1978)
 GU1057
 GU1057                         *CURRENT SURVEY CONTROL
 GU1057  ___________________________________________________________________
 GU1057* NAD 83(1986)-  36 44 06.     (N)    120 10 05.     (W)     SCALED    
 GU1057* NAVD 88     -        58.99   (+/-2cm)     193.5    (feet)  VERTCON   
 GU1057  ___________________________________________________________________
 GU1057  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GU1057  VERT ORDER  -  THIRD (See Below)
 GU1057
 GU1057.The horizontal coordinates were scaled from a topographic map and have
 GU1057.an estimated accuracy of +/- 6 seconds.
 GU1057
 GU1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1057.The vertical order pertains to the NGVD 29 superseded value.
 GU1057
 GU1057.The geoid height was determined by GEOID03.
 GU1057
 GU1057;                    North         East    Units  Estimated Accuracy
 GU1057;SPC CA 4     -   656,170.    1,895,680.      MT  (+/- 180 meters Scaled)
 GU1057
 GU1057                          SUPERSEDED SURVEY CONTROL
 GU1057
 GU1057  NGVD 29 (??/??/??)   58.24   (m)          191.1    (f) RESET       3  
 GU1057
 GU1057.Superseded values are not recommended for survey control.
 GU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1057.See file dsdata.txt to determine how the superseded data were derived.
 GU1057
 GU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF528692(NAD 83)
 GU1057_MARKER: P = PIPE CAP
 GU1057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1057_STAMPING: 333 196.1
 GU1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1057
 GU1057  HISTORY     - Date     Condition        Report By
 GU1057  HISTORY     - UNK      MONUMENTED       DOD
 GU1057  HISTORY     - 1965     GOOD             NGS
 GU1057
 GU1057                          STATION DESCRIPTION
 GU1057
 GU1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GU1057'7.2 MI W FROM KERMAN.
 GU1057'6.25 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU1057'FROM THE STATION AT KERMAN, THENCE 1.0 MILES NORTH ALONG YUBA
 GU1057'AVENUE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF STATE
 GU1057'HIGHWAY 180, 65 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 GU1057'100 FEET EAST OF THE CENTER LINE OF THE AVENUE, 54 FEET EAST
 GU1057'OF TELEPHONE POLE 2145 WITH A GUY WIRE, 1.2 FEET NORTH OF A
 GU1057'WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND A
 GU1057'CAP SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 GU1057'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0600 ***********************************************************************
 EW0600  DESIGNATION -  333.0 B DWR
 EW0600  PID         -  EW0600
 EW0600  STATE/COUNTY-  CA/LOS ANGELES
 EW0600  USGS QUAD   -  DEL SUR (1995)
 EW0600
 EW0600                         *CURRENT SURVEY CONTROL
 EW0600  ___________________________________________________________________
 EW0600* NAD 83(1986)-  34 39 05.     (N)    118 17 58.     (W)     SCALED    
 EW0600* NAVD 88     -       900.14   (+/-2cm)    2953.2    (feet)  VERTCON   
 EW0600  ___________________________________________________________________
 EW0600  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0600
 EW0600.The horizontal coordinates were scaled from a topographic map and have
 EW0600.an estimated accuracy of +/- 6 seconds.
 EW0600
 EW0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0600.The vertical order pertains to the NGVD 29 superseded value.
 EW0600
 EW0600.The geoid height was determined by GEOID03.
 EW0600
 EW0600;                    North         East    Units  Estimated Accuracy
 EW0600;SPC CA 5     -   627,760.    1,972,550.      MT  (+/- 180 meters Scaled)
 EW0600
 EW0600                          SUPERSEDED SURVEY CONTROL
 EW0600
 EW0600  NGVD 29 (??/??/92)  899.260  (m)         2950.32   (f) ADJ UNCH    2 0
 EW0600
 EW0600.Superseded values are not recommended for survey control.
 EW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0600.See file dsdata.txt to determine how the superseded data were derived.
 EW0600
 EW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU809351(NAD 83)
 EW0600_MARKER: DD = SURVEY DISK
 EW0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0600_SP_SET: CONCRETE LINING
 EW0600_STAMPING: 333.0 B 1971
 EW0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0600
 EW0600  HISTORY     - Date     Condition        Report By
 EW0600  HISTORY     - 1971     MONUMENTED       CADWR
 EW0600  HISTORY     - 1971     GOOD             NGS
 EW0600
 EW0600                          STATION DESCRIPTION
 EW0600
 EW0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0600'30 MI SE FROM PORTER TUNNEL.
 EW0600'29.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0600'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0600'CONCRETE LINING OF THE AQUEDUCT, ABOVE THE PAINTED MILEAGE
 EW0600'333.00, 125 FEET EAST OF THE CENTER OF A STEEL LADDER, AND ABOUT
 EW0600'6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 31, T 7N,
 EW0600'R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1720 ***********************************************************************
 GT1720  DESIGNATION -  333.007
 GT1720  PID         -  GT1720
 GT1720  STATE/COUNTY-  CA/MADERA
 GT1720  USGS QUAD   -  FRIANT (1964)
 GT1720
 GT1720                         *CURRENT SURVEY CONTROL
 GT1720  ___________________________________________________________________
 GT1720* NAD 83(1986)-  36 59 56.     (N)    119 42 21.     (W)     SCALED    
 GT1720* NAVD 88     -       102.17   (+/-2cm)     335.2    (feet)  VERTCON   
 GT1720  ___________________________________________________________________
 GT1720  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GT1720  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1720
 GT1720.The horizontal coordinates were scaled from a topographic map and have
 GT1720.an estimated accuracy of +/- 6 seconds.
 GT1720
 GT1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1720.The vertical order pertains to the NGVD 29 superseded value.
 GT1720
 GT1720.The geoid height was determined by GEOID03.
 GT1720
 GT1720;                    North         East    Units  Estimated Accuracy
 GT1720;SPC CA 3     -   555,670.    2,070,690.      MT  (+/- 180 meters Scaled)
 GT1720
 GT1720                          SUPERSEDED SURVEY CONTROL
 GT1720
 GT1720  NGVD 29 (??/??/92)  101.41   (m)          332.7    (f) COMPUTED    1 2
 GT1720
 GT1720.Superseded values are not recommended for survey control.
 GT1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1720.See file dsdata.txt to determine how the superseded data were derived.
 GT1720
 GT1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA592981(NAD 83)
 GT1720_MARKER: DD = SURVEY DISK
 GT1720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT1720_SP_SET: BRIDGE
 GT1720_STAMPING: 333.007 1942
 GT1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT1720
 GT1720  HISTORY     - Date     Condition        Report By
 GT1720  HISTORY     - 1942     MONUMENTED       BOR
 GT1720  HISTORY     - 1958     GOOD             NGS
 GT1720  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GT1720
 GT1720                          STATION DESCRIPTION
 GT1720
 GT1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT1720'1 MI N FROM FRIANT.
 GT1720'0.2 MILE NORTHWEST ALONG NORTH FORK ROAD FROM THE JUNCTION OF
 GT1720'MILLERTON ROAD AT FRIANT, THENCE 0.55 MILE NORTHEAST ALONG A
 GT1720'GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A PAVED ROAD LEADING
 GT1720'TO THE BASE OF FRIANT DAM, IN R21E T11S S5, ON THE NORTHWEST
 GT1720'SIDE OF THE SAN JOAQUIN RIVER, IN THE TOP OF A CONCRETE RETAINING
 GT1720'WALL, 283 FEET SOUTHWEST OF THE SOUTHWEST BASE OF THE DAM, 41.4
 GT1720'FEET NORTHWEST OF A RIGHT ANGLE IN THE RETAINING WALL, 26 FEET
 GT1720'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET
 GT1720'LOWER THAN THE ROAD.  NOTE-- MARK WAS NOT READILY NECESSABLE
 GT1720'TO LEVEL TO.
 GT1720
 GT1720                          STATION RECOVERY (1973)
 GT1720
 GT1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GT1720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1721 ***********************************************************************
 GT1721  DESIGNATION -  333.010
 GT1721  PID         -  GT1721
 GT1721  STATE/COUNTY-  CA/FRESNO
 GT1721  USGS QUAD   -  FRIANT (1964)
 GT1721
 GT1721                         *CURRENT SURVEY CONTROL
 GT1721  ___________________________________________________________________
 GT1721* NAD 83(1986)-  36 59 55.     (N)    119 42 21.     (W)     SCALED    
 GT1721* NAVD 88     -       102.16   (+/-2cm)     335.2    (feet)  VERTCON   
 GT1721  ___________________________________________________________________
 GT1721  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 GT1721  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1721
 GT1721.The horizontal coordinates were scaled from a topographic map and have
 GT1721.an estimated accuracy of +/- 6 seconds.
 GT1721
 GT1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1721.The vertical order pertains to the NGVD 29 superseded value.
 GT1721
 GT1721.The geoid height was determined by GEOID03.
 GT1721
 GT1721;                    North         East    Units  Estimated Accuracy
 GT1721;SPC CA 4     -   685,020.    1,937,170.      MT  (+/- 180 meters Scaled)
 GT1721
 GT1721                          SUPERSEDED SURVEY CONTROL
 GT1721
 GT1721  NGVD 29 (??/??/92)  101.40   (m)          332.7    (f) COMPUTED    1 2
 GT1721
 GT1721.Superseded values are not recommended for survey control.
 GT1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1721.See file dsdata.txt to determine how the superseded data were derived.
 GT1721
 GT1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA592981(NAD 83)
 GT1721_MARKER: DD = SURVEY DISK
 GT1721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT1721_SP_SET: BRIDGE
 GT1721_STAMPING: 333.010 1942
 GT1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT1721
 GT1721  HISTORY     - Date     Condition        Report By
 GT1721  HISTORY     - 1942     MONUMENTED       BOR
 GT1721  HISTORY     - 1958     GOOD             NGS
 GT1721  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GT1721
 GT1721                          STATION DESCRIPTION
 GT1721
 GT1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT1721'0.9 MI N FROM FRIANT.
 GT1721'0.3 MILE NORTHEAST ALONG MILLERTON ROAD FROM THE SOUTHERN
 GT1721'PACIFIC COMPANY RAILROAD STATION AT FRIANT, THENCE 0.6 MILE NORTH
 GT1721'ALONG A PAVED ROAD, NEAR THE BASE OF FRIANT DAM, ON THE SOUTH
 GT1721'SIDE OF THE SAN JOAQUIN RIVER, IN R21E T11S S5, IN THE TOP OF
 GT1721'THE SOUTHWEST END OF A CONCRETE RETAINING WALL, 22 1/2 FEET
 GT1721'NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 274 FEET SOUTHWEST
 GT1721'OF THE SOUTHWEST FACE OF THE DAM, 30.5 FEET SOUTHEAST OF A RIGHT
 GT1721'ANGLE IN THE RETAINING WALL, AND ABOUT 2 FEET LOWER THAN THE
 GT1721'ROAD.  NOTE-- NOT LEVELED TO DUE TO INACCESSABLITY.
 GT1721
 GT1721                          STATION RECOVERY (1973)
 GT1721
 GT1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GT1721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0599 ***********************************************************************
 EW0599  DESIGNATION -  333.1 B DWR
 EW0599  PID         -  EW0599
 EW0599  STATE/COUNTY-  CA/LOS ANGELES
 EW0599  USGS QUAD   -  DEL SUR (1995)
 EW0599
 EW0599                         *CURRENT SURVEY CONTROL
 EW0599  ___________________________________________________________________
 EW0599* NAD 83(1986)-  34 39 04.     (N)    118 17 52.     (W)     SCALED    
 EW0599* NAVD 88     -       900.07   (+/-2cm)    2953.0    (feet)  VERTCON   
 EW0599  ___________________________________________________________________
 EW0599  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0599
 EW0599.The horizontal coordinates were scaled from a topographic map and have
 EW0599.an estimated accuracy of +/- 6 seconds.
 EW0599
 EW0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0599.The vertical order pertains to the NGVD 29 superseded value.
 EW0599
 EW0599.The geoid height was determined by GEOID03.
 EW0599
 EW0599;                    North         East    Units  Estimated Accuracy
 EW0599;SPC CA 5     -   627,730.    1,972,700.      MT  (+/- 180 meters Scaled)
 EW0599
 EW0599                          SUPERSEDED SURVEY CONTROL
 EW0599
 EW0599  NGVD 29 (??/??/92)  899.190  (m)         2950.09   (f) ADJ UNCH    2 0
 EW0599
 EW0599.Superseded values are not recommended for survey control.
 EW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0599.See file dsdata.txt to determine how the superseded data were derived.
 EW0599
 EW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU810351(NAD 83)
 EW0599_MARKER: DD = SURVEY DISK
 EW0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0599_SP_SET: CONCRETE LINING
 EW0599_STAMPING: MILE 333.1 B
 EW0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0599
 EW0599  HISTORY     - Date     Condition        Report By
 EW0599  HISTORY     - UNK      MONUMENTED       CADWR
 EW0599  HISTORY     - 1971     GOOD             NGS
 EW0599
 EW0599                          STATION DESCRIPTION
 EW0599
 EW0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0599'30 MI SE FROM PORTER TUNNEL.
 EW0599'30.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0599'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0599'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0599'CONCRETE LINING OF THE AQUEDUCT, 170 1/2 FEET NORTHWEST OF THE
 EW0599'CENTER OF A STEEL LADDER, AND ABOUT 6 FEET LOWER THAN THE
 EW0599'NORTHEAST LEVEE ROAD.  SECTION 31, T 7N, R13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0598 ***********************************************************************
 EW0598  DESIGNATION -  333.52 B DWR
 EW0598  PID         -  EW0598
 EW0598  STATE/COUNTY-  CA/LOS ANGELES
 EW0598  USGS QUAD   -  DEL SUR (1995)
 EW0598
 EW0598                         *CURRENT SURVEY CONTROL
 EW0598  ___________________________________________________________________
 EW0598* NAD 83(1986)-  34 38 55.     (N)    118 17 36.     (W)     SCALED    
 EW0598* NAVD 88     -       900.07   (+/-2cm)    2953.0    (feet)  VERTCON   
 EW0598  ___________________________________________________________________
 EW0598  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0598
 EW0598.The horizontal coordinates were scaled from a topographic map and have
 EW0598.an estimated accuracy of +/- 6 seconds.
 EW0598
 EW0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0598.The vertical order pertains to the NGVD 29 superseded value.
 EW0598
 EW0598.The geoid height was determined by GEOID03.
 EW0598
 EW0598;                    North         East    Units  Estimated Accuracy
 EW0598;SPC CA 5     -   627,450.    1,973,110.      MT  (+/- 180 meters Scaled)
 EW0598
 EW0598                          SUPERSEDED SURVEY CONTROL
 EW0598
 EW0598  NGVD 29 (??/??/92)  899.187  (m)         2950.08   (f) ADJ UNCH    2 0
 EW0598
 EW0598.Superseded values are not recommended for survey control.
 EW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0598.See file dsdata.txt to determine how the superseded data were derived.
 EW0598
 EW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU814348(NAD 83)
 EW0598_MARKER: DD = SURVEY DISK
 EW0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0598_SP_SET: CONCRETE LINING
 EW0598_STAMPING: MILE 333.52 B
 EW0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0598
 EW0598  HISTORY     - Date     Condition        Report By
 EW0598  HISTORY     - UNK      MONUMENTED       CADWR
 EW0598  HISTORY     - 1971     GOOD             NGS
 EW0598
 EW0598                          STATION DESCRIPTION
 EW0598
 EW0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0598'30.4 MI SE FROM PORTER TUNNEL.
 EW0598'30.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0598'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0598'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0598'CONCRETE LINING OF THE AQUEDUCT, 129 FEET SOUTHEAST OF PAINTED
 EW0598'333.50 ON THE LINING, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0598'LEVEE ROAD.  SECTION 31, T7N, R13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0595 ***********************************************************************
 EW0595  DESIGNATION -  333.8 A DWR
 EW0595  PID         -  EW0595
 EW0595  STATE/COUNTY-  CA/LOS ANGELES
 EW0595  USGS QUAD   -  DEL SUR (1995)
 EW0595
 EW0595                         *CURRENT SURVEY CONTROL
 EW0595  ___________________________________________________________________
 EW0595* NAD 83(1986)-  34 38 46.     (N)    118 17 17.     (W)     SCALED    
 EW0595* NAVD 88     -       903.85   (+/-2cm)    2965.4    (feet)  VERTCON   
 EW0595  ___________________________________________________________________
 EW0595  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0595
 EW0595.The horizontal coordinates were scaled from a topographic map and have
 EW0595.an estimated accuracy of +/- 6 seconds.
 EW0595
 EW0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0595.The vertical order pertains to the NGVD 29 superseded value.
 EW0595
 EW0595.The geoid height was determined by GEOID03.
 EW0595
 EW0595;                    North         East    Units  Estimated Accuracy
 EW0595;SPC CA 5     -   627,170.    1,973,590.      MT  (+/- 180 meters Scaled)
 EW0595
 EW0595                          SUPERSEDED SURVEY CONTROL
 EW0595
 EW0595  NGVD 29 (??/??/92)  902.968  (m)         2962.49   (f) ADJ UNCH    2 0
 EW0595
 EW0595.Superseded values are not recommended for survey control.
 EW0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0595.See file dsdata.txt to determine how the superseded data were derived.
 EW0595
 EW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU819345(NAD 83)
 EW0595_MARKER: DD = SURVEY DISK
 EW0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0595_SP_SET: CURB
 EW0595_STAMPING: 333.8 A 1971
 EW0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0595
 EW0595  HISTORY     - Date     Condition        Report By
 EW0595  HISTORY     - 1971     MONUMENTED       CADWR
 EW0595  HISTORY     - 1971     GOOD             NGS
 EW0595
 EW0595                          STATION DESCRIPTION
 EW0595
 EW0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0595'30.7 MI SE FROM PORTER TUNNEL.
 EW0595'30.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0595'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF 90TH
 EW0595'STREET WEST, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 EW0595'END OF THE NORTHWEST CONCRETE CURB OF BRIDGE 333.76 OVER THE
 EW0595'AQUEDUCT, AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE DECK.
 EW0595'SECTION 32, T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0596 ***********************************************************************
 EW0596  DESIGNATION -  333.8 B DWR
 EW0596  PID         -  EW0596
 EW0596  STATE/COUNTY-  CA/LOS ANGELES
 EW0596  USGS QUAD   -  DEL SUR (1995)
 EW0596
 EW0596                         *CURRENT SURVEY CONTROL
 EW0596  ___________________________________________________________________
 EW0596* NAD 83(1986)-  34 38 47.     (N)    118 17 19.     (W)     SCALED    
 EW0596* NAVD 88     -       900.01   (+/-2cm)    2952.8    (feet)  VERTCON   
 EW0596  ___________________________________________________________________
 EW0596  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0596
 EW0596.The horizontal coordinates were scaled from a topographic map and have
 EW0596.an estimated accuracy of +/- 6 seconds.
 EW0596
 EW0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0596.The vertical order pertains to the NGVD 29 superseded value.
 EW0596
 EW0596.The geoid height was determined by GEOID03.
 EW0596
 EW0596;                    North         East    Units  Estimated Accuracy
 EW0596;SPC CA 5     -   627,200.    1,973,540.      MT  (+/- 180 meters Scaled)
 EW0596
 EW0596                          SUPERSEDED SURVEY CONTROL
 EW0596
 EW0596  NGVD 29 (??/??/92)  899.130  (m)         2949.90   (f) ADJ UNCH    2 0
 EW0596
 EW0596.Superseded values are not recommended for survey control.
 EW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0596.See file dsdata.txt to determine how the superseded data were derived.
 EW0596
 EW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU819345(NAD 83)
 EW0596_MARKER: DD = SURVEY DISK
 EW0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0596_SP_SET: BRIDGE
 EW0596_STAMPING: MILE 333.8 B
 EW0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0596
 EW0596  HISTORY     - Date     Condition        Report By
 EW0596  HISTORY     - UNK      MONUMENTED       CADWR
 EW0596  HISTORY     - 1971     GOOD             NGS
 EW0596
 EW0596                          STATION DESCRIPTION
 EW0596
 EW0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0596'30.7 MI SE FROM PORTER TUNNEL.
 EW0596'30.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0596'SOUTH PORTAL OF THE PORTER TUNNEL, NEAR THE CROSSING OF 90TH
 EW0596'STREET WEST, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF
 EW0596'THE AQUEDUCT, 111 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 EW0596'CONCRETE BRIDGE 333.76 OVER THE AQUEDUCT, AND ABOUT 4 FEET
 EW0596'LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 32, T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0594 ***********************************************************************
 EW0594  DESIGNATION -  333.9 B DWR
 EW0594  PID         -  EW0594
 EW0594  STATE/COUNTY-  CA/LOS ANGELES
 EW0594  USGS QUAD   -  DEL SUR (1995)
 EW0594
 EW0594                         *CURRENT SURVEY CONTROL
 EW0594  ___________________________________________________________________
 EW0594* NAD 83(1986)-  34 38 45.     (N)    118 17 15.     (W)     SCALED    
 EW0594* NAVD 88     -       900.00   (+/-2cm)    2952.8    (feet)  VERTCON   
 EW0594  ___________________________________________________________________
 EW0594  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0594
 EW0594.The horizontal coordinates were scaled from a topographic map and have
 EW0594.an estimated accuracy of +/- 6 seconds.
 EW0594
 EW0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0594.The vertical order pertains to the NGVD 29 superseded value.
 EW0594
 EW0594.The geoid height was determined by GEOID03.
 EW0594
 EW0594;                    North         East    Units  Estimated Accuracy
 EW0594;SPC CA 5     -   627,140.    1,973,640.      MT  (+/- 180 meters Scaled)
 EW0594
 EW0594                          SUPERSEDED SURVEY CONTROL
 EW0594
 EW0594  NGVD 29 (??/??/92)  899.116  (m)         2949.85   (f) ADJ UNCH    2 0
 EW0594
 EW0594.Superseded values are not recommended for survey control.
 EW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0594.See file dsdata.txt to determine how the superseded data were derived.
 EW0594
 EW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU820345(NAD 83)
 EW0594_MARKER: DD = SURVEY DISK
 EW0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0594_SP_SET: CONCRETE LINING
 EW0594_STAMPING: MILE 333.9 B
 EW0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0594
 EW0594  HISTORY     - Date     Condition        Report By
 EW0594  HISTORY     - UNK      MONUMENTED       CADWR
 EW0594  HISTORY     - 1971     GOOD             NGS
 EW0594
 EW0594                          STATION DESCRIPTION
 EW0594
 EW0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0594'30.8 MI SE FROM PORTER TUNNEL.
 EW0594'30.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0594'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0594'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0594'CONCRETE LINING OF THE AQUEDUCT, 34 1/2 FEET SOUTHEAST OF THE
 EW0594'CENTER OF A STEEL LADDER, AND ABOUT 5 1/2 FEET LOWER THAN THE
 EW0594'NORTHEAST LEVEE ROAD.  SECTION 32, T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0128 ***********************************************************************
 HT0128  DESIGNATION -  3331 CC CO
 HT0128  PID         -  HT0128
 HT0128  STATE/COUNTY-  CA/CONTRA COSTA
 HT0128  USGS QUAD   -  WALNUT CREEK (1995)
 HT0128
 HT0128                         *CURRENT SURVEY CONTROL
 HT0128  ___________________________________________________________________
 HT0128* NAD 83(1986)-  37 59 14.     (N)    122 04 15.     (W)     SCALED    
 HT0128* NAVD 88     -         7.22   (+/-2cm)      23.7    (feet)  VERTCON   
 HT0128  ___________________________________________________________________
 HT0128  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0128  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0128
 HT0128.The horizontal coordinates were scaled from a topographic map and have
 HT0128.an estimated accuracy of +/- 6 seconds.
 HT0128
 HT0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0128.The vertical order pertains to the NGVD 29 superseded value.
 HT0128
 HT0128.The geoid height was determined by GEOID03.
 HT0128
 HT0128;                    North         East    Units  Estimated Accuracy
 HT0128;SPC CA 3     -   666,210.    1,862,020.      MT  (+/- 180 meters Scaled)
 HT0128
 HT0128                          SUPERSEDED SURVEY CONTROL
 HT0128
 HT0128  NGVD 29 (??/??/92)    6.419  (m)           21.06   (f) ADJ UNCH    1 1
 HT0128
 HT0128.Superseded values are not recommended for survey control.
 HT0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0128.See file dsdata.txt to determine how the superseded data were derived.
 HT0128
 HT0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH815048(NAD 83)
 HT0128_MARKER: DD = SURVEY DISK
 HT0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0128_SP_SET: BRIDGE
 HT0128_STAMPING: 3331
 HT0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0128
 HT0128  HISTORY     - Date     Condition        Report By
 HT0128  HISTORY     - UNK      MONUMENTED       CA-013
 HT0128  HISTORY     - 1969     GOOD             NGS
 HT0128
 HT0128                          STATION DESCRIPTION
 HT0128
 HT0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HT0128'AT PACHECO.
 HT0128'AT PACHECO, 0.3 MILE NORTH ALONG PACHECO BOULEVARD FROM THE
 HT0128'JUNCTION OF CENTER STREET, AT THE JUNCTION OF ASPEN DRIVE, IN
 HT0128'THE TOP OF THE SOUTHWEST CONCRETE SIDEWALK OF A CONCRETE BRIDGE
 HT0128'OVER GRAYSON CREEK, 13.7 FEET SOUTHEAST OF THE NORTHWEST END
 HT0128'OF THE SIDEWALK, 21 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HT0128'BOULEVARD, 0.8 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE
 HT0128'SOUTHWEST STEEL GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE
 HT0128'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0884 ***********************************************************************
 DB0884  DESIGNATION -  3334 2 A IID
 DB0884  PID         -  DB0884
 DB0884  STATE/COUNTY-  CA/IMPERIAL
 DB0884  USGS QUAD   -  BRAWLEY (1979)
 DB0884
 DB0884                         *CURRENT SURVEY CONTROL
 DB0884  ___________________________________________________________________
 DB0884* NAD 83(1986)-  32 58 42.     (N)    115 37 28.     (W)     SCALED    
 DB0884* NAVD 88     -       -32.10   (+/-2cm)    -105.3    (feet)  VERTCON   
 DB0884  ___________________________________________________________________
 DB0884  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DB0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0884
 DB0884.The horizontal coordinates were scaled from a topographic map and have
 DB0884.an estimated accuracy of +/- 6 seconds.
 DB0884
 DB0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0884.The vertical order pertains to the NGVD 29 superseded value.
 DB0884
 DB0884.The geoid height was determined by GEOID03.
 DB0884
 DB0884;                    North         East    Units  Estimated Accuracy
 DB0884;SPC CA 6     -   590,190.    2,058,470.      MT  (+/- 180 meters Scaled)
 DB0884
 DB0884                          SUPERSEDED SURVEY CONTROL
 DB0884
 DB0884  NGVD 29 (??/??/??)  -32.773  (m)         -107.52   (f) ADJUSTED    2 0
 DB0884
 DB0884.Superseded values are not recommended for survey control.
 DB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0884.See file dsdata.txt to determine how the superseded data were derived.
 DB0884
 DB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS285497(NAD 83)
 DB0884_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0884_SP_SET: CANAL
 DB0884_STAMPING: 3334-2A
 DB0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0884
 DB0884  HISTORY     - Date     Condition        Report By
 DB0884  HISTORY     - UNK      MONUMENTED       IID
 DB0884  HISTORY     - 1967     GOOD             NGS
 DB0884
 DB0884                          STATION DESCRIPTION
 DB0884
 DB0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0884'4.2 MI S FROM WESTMORELAND.
 DB0884'4.15 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0884'TO A ROAD INTERSECTION AND THE MARK ON THE RIGHT.  IT IS SET IN
 DB0884'A DRILL HOLE IN THE CURVE OF THE EAST CONCRETE HEAD WALL OF
 DB0884'THE CONCRETE IRRIGATION CANAL, 56 1/2 FEET WEST OF THE CENTER
 DB0884'LINE OF FORRESTER ROAD, 36 1/2 FEET NORTH OF THE CENTER OF CADY
 DB0884'ROAD AND 3 FEET SOUTH OF THE MAIN GATE AT LATERALS 11 AND 12.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0885 ***********************************************************************
 DB0885  DESIGNATION -  3334 3 A IID
 DB0885  PID         -  DB0885
 DB0885  STATE/COUNTY-  CA/IMPERIAL
 DB0885  USGS QUAD   -  BRAWLEY (1979)
 DB0885
 DB0885                         *CURRENT SURVEY CONTROL
 DB0885  ___________________________________________________________________
 DB0885* NAD 83(1986)-  32 58 28.     (N)    115 37 26.     (W)     SCALED    
 DB0885* NAVD 88     -       -31.00   (+/-2cm)    -101.7    (feet)  VERTCON   
 DB0885  ___________________________________________________________________
 DB0885  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DB0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0885
 DB0885.The horizontal coordinates were scaled from a topographic map and have
 DB0885.an estimated accuracy of +/- 6 seconds.
 DB0885
 DB0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0885.The vertical order pertains to the NGVD 29 superseded value.
 DB0885
 DB0885.The geoid height was determined by GEOID03.
 DB0885
 DB0885;                    North         East    Units  Estimated Accuracy
 DB0885;SPC CA 6     -   589,760.    2,058,530.      MT  (+/- 180 meters Scaled)
 DB0885
 DB0885                          SUPERSEDED SURVEY CONTROL
 DB0885
 DB0885  NGVD 29 (??/??/??)  -31.667  (m)         -103.89   (f) ADJUSTED    2 0
 DB0885
 DB0885.Superseded values are not recommended for survey control.
 DB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0885.See file dsdata.txt to determine how the superseded data were derived.
 DB0885
 DB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS285492(NAD 83)
 DB0885_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0885_SP_SET: DITCH
 DB0885_STAMPING: 3334-3A
 DB0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0885
 DB0885  HISTORY     - Date     Condition        Report By
 DB0885  HISTORY     - UNK      MONUMENTED       IID
 DB0885  HISTORY     - 1967     GOOD             NGS
 DB0885
 DB0885                          STATION DESCRIPTION
 DB0885
 DB0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0885'4.4 MI S FROM WESTMORELAND.
 DB0885'4.35 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0885'FROM THE POST OFFICE IN WESTMORELAND TO THE MARK ON THE RIGHT.
 DB0885'IT IS SET IN A DRILL HOLE IN THE CURVE OF THE EAST CONCRETE
 DB0885'HEAD WALL OF THE CONCRETE IRRIGATION DITCH, 54 FEET WEST OF
 DB0885'THE CENTER LINE OF FORRESTER ROAD AND 3 FEET SOUTH OF THE MAIN GATE
 DB0885'AT LATERAL 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0826 ***********************************************************************
 GT0826  DESIGNATION -  334
 GT0826  PID         -  GT0826
 GT0826  STATE/COUNTY-  CA/TULARE
 GT0826  USGS QUAD   -  VISALIA (1969)
 GT0826
 GT0826                         *CURRENT SURVEY CONTROL
 GT0826  ___________________________________________________________________
 GT0826* NAD 83(1986)-  36 19 53.     (N)    119 17 29.     (W)     SCALED    
 GT0826* NAVD 88     -       102.55   (+/-2cm)     336.4    (feet)  VERTCON   
 GT0826  ___________________________________________________________________
 GT0826  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GT0826  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0826
 GT0826.The horizontal coordinates were scaled from a topographic map and have
 GT0826.an estimated accuracy of +/- 6 seconds.
 GT0826
 GT0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0826.The vertical order pertains to the NGVD 29 superseded value.
 GT0826
 GT0826.The geoid height was determined by GEOID03.
 GT0826
 GT0826;                    North         East    Units  Estimated Accuracy
 GT0826;SPC CA 4     -   610,790.    1,973,840.      MT  (+/- 180 meters Scaled)
 GT0826
 GT0826                          SUPERSEDED SURVEY CONTROL
 GT0826
 GT0826  NGVD 29 (??/??/92)  101.72   (m)          333.7    (f) COMPUTED    1 2
 GT0826
 GT0826.Superseded values are not recommended for survey control.
 GT0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0826.See file dsdata.txt to determine how the superseded data were derived.
 GT0826
 GT0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA943231(NAD 83)
 GT0826_MARKER: DB = BENCH MARK DISK
 GT0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0826_SP_SET: GRANITE POST
 GT0826_STAMPING: 334
 GT0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0826
 GT0826  HISTORY     - Date     Condition        Report By
 GT0826  HISTORY     - UNK      MONUMENTED       USGS
 GT0826  HISTORY     - 1947     GOOD             NGS
 GT0826  HISTORY     - 1954     POOR             USGS
 GT0826  HISTORY     - 19980105 MARK NOT FOUND   USPSQD
 GT0826
 GT0826                          STATION DESCRIPTION
 GT0826
 GT0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GT0826'AT VISALIA.
 GT0826'AT VISIALIA, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 GT0826'GRANITE POST OF THE EAST STEPS LEADING TO THE EAST AND MAIN
 GT0826'ENTRANCE TO THE TULARE COUNTY COURTHOUSE AT VISALIA, 70 FEET EAST
 GT0826'OF THE EAST ENTRANCE DOOR, 1 FOOT NORTH OF THE FIRST STEP OF A
 GT0826'FLIGHT OF STEPS LEADING TO THE MAIN ENTRANCE, 1 FOOT ABOVE THE
 GT0826'GROUND.  NOTE-- 1954 REPORT-- ABOUT HALF OF THE DISK HAS BEEN
 GT0826'REMOVED.  THE COUNTY COURTHOUSE HAS BEEN CONDEMNED AND WILL
 GT0826'BE TORN DOWN SOON.  NOT LEVELED TO.
 GT0826
 GT0826                          STATION RECOVERY (1954)
 GT0826
 GT0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GT0826'MARK RECOVERED IN POOR CONDITION.
 GT0826
 GT0826                          STATION RECOVERY (1998)
 GT0826
 GT0826'RECOVERY NOTE BY US POWER SQUADRON 1998
 GT0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0183 ***********************************************************************
 DY0183  DESIGNATION -  334 R USN
 DY0183  PID         -  DY0183
 DY0183  STATE/COUNTY-  CA/LOS ANGELES
 DY0183  USGS QUAD   -  LONG BEACH (1981)
 DY0183
 DY0183                         *CURRENT SURVEY CONTROL
 DY0183  ___________________________________________________________________
 DY0183* NAD 83(1986)-  33 45 07.     (N)    118 13 49.     (W)     SCALED    
 DY0183* NAVD 88     -         3.74   (+/-2cm)      12.3    (feet)  VERTCON   
 DY0183  ___________________________________________________________________
 DY0183  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0183  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0183
 DY0183.The horizontal coordinates were scaled from a topographic map and have
 DY0183.an estimated accuracy of +/- 6 seconds.
 DY0183
 DY0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0183.The vertical order pertains to the NGVD 29 superseded value.
 DY0183
 DY0183.The geoid height was determined by GEOID03.
 DY0183
 DY0183;                    North         East    Units  Estimated Accuracy
 DY0183;SPC CA 5     -   527,970.    1,978,660.      MT  (+/- 180 meters Scaled)
 DY0183
 DY0183                          SUPERSEDED SURVEY CONTROL
 DY0183
 DY0183  NGVD 29 (??/??/92)    2.922  (m)            9.59   (f) ADJ UNCH    1 2
 DY0183
 DY0183.Superseded values are not recommended for survey control.
 DY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0183.See file dsdata.txt to determine how the superseded data were derived.
 DY0183
 DY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT860353(NAD 83)
 DY0183_MARKER: Z = SEE DESCRIPTION
 DY0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0183_SP_SET: PIER
 DY0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0183
 DY0183  HISTORY     - Date     Condition        Report By
 DY0183  HISTORY     - UNK      MONUMENTED       DOD
 DY0183  HISTORY     - 1954     GOOD             NGS
 DY0183
 DY0183                          STATION DESCRIPTION
 DY0183
 DY0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0183'AT LONG BEACH.
 DY0183'AT LONG BEACH, ON TERMINAL ISLAND, AT LONG BEACH NAVAL SHIPYARD,
 DY0183'AT THE SOUTH EDGE OF THE CONCRETE CATWALK ON THE SOUTH END OF
 DY0183'PIER 3, 11.6 FEET WEST OF THE CENTER OF THE PIER, 6.7 FEET
 DY0183'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 119 (BOATSWAIN
 DY0183'OF THE YARD HOUSE), 0.5 FOOT NORTH OF THE SOUTH EDGE OF THE
 DY0183'CATWALK, AND ABOUT 3 FEET HIGHER THAN THE PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0591 ***********************************************************************
 EW0591  DESIGNATION -  334.0 A DWR
 EW0591  PID         -  EW0591
 EW0591  STATE/COUNTY-  CA/LOS ANGELES
 EW0591  USGS QUAD   -  DEL SUR (1995)
 EW0591
 EW0591                         *CURRENT SURVEY CONTROL
 EW0591  ___________________________________________________________________
 EW0591* NAD 83(1986)-  34 38 40.     (N)    118 17 01.     (W)     SCALED    
 EW0591* NAVD 88     -       903.67   (+/-2cm)    2964.8    (feet)  VERTCON   
 EW0591  ___________________________________________________________________
 EW0591  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0591
 EW0591.The horizontal coordinates were scaled from a topographic map and have
 EW0591.an estimated accuracy of +/- 6 seconds.
 EW0591
 EW0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0591.The vertical order pertains to the NGVD 29 superseded value.
 EW0591
 EW0591.The geoid height was determined by GEOID03.
 EW0591
 EW0591;                    North         East    Units  Estimated Accuracy
 EW0591;SPC CA 5     -   626,980.    1,974,000.      MT  (+/- 180 meters Scaled)
 EW0591
 EW0591                          SUPERSEDED SURVEY CONTROL
 EW0591
 EW0591  NGVD 29 (??/??/92)  902.789  (m)         2961.90   (f) ADJ UNCH    2 0
 EW0591
 EW0591.Superseded values are not recommended for survey control.
 EW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0591.See file dsdata.txt to determine how the superseded data were derived.
 EW0591
 EW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU823343(NAD 83)
 EW0591_MARKER: DD = SURVEY DISK
 EW0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0591_SP_SET: BRIDGE
 EW0591_STAMPING: 334.0 A 1971
 EW0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0591
 EW0591  HISTORY     - Date     Condition        Report By
 EW0591  HISTORY     - 1971     MONUMENTED       CADWR
 EW0591  HISTORY     - 1971     GOOD             NGS
 EW0591
 EW0591                          STATION DESCRIPTION
 EW0591
 EW0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0591'31 MI SE FROM PORTER TUNNEL.
 EW0591'30.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0591'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF CONCRETE
 EW0591'BRIDGE 334.03, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END
 EW0591'OF THE WEST CONCRETE CURB OF THE BRIDGE, AND ABOUT 1 FOOT HIGHER
 EW0591'THAN THE BRIDGE DECK.  SECTION 5, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0592 ***********************************************************************
 EW0592  DESIGNATION -  334.0 B DWR
 EW0592  PID         -  EW0592
 EW0592  STATE/COUNTY-  CA/LOS ANGELES
 EW0592  USGS QUAD   -  DEL SUR (1995)
 EW0592
 EW0592                         *CURRENT SURVEY CONTROL
 EW0592  ___________________________________________________________________
 EW0592* NAD 83(1986)-  34 38 40.     (N)    118 17 03.     (W)     SCALED    
 EW0592* NAVD 88     -       899.97   (+/-2cm)    2952.7    (feet)  VERTCON   
 EW0592  ___________________________________________________________________
 EW0592  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0592
 EW0592.The horizontal coordinates were scaled from a topographic map and have
 EW0592.an estimated accuracy of +/- 6 seconds.
 EW0592
 EW0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0592.The vertical order pertains to the NGVD 29 superseded value.
 EW0592
 EW0592.The geoid height was determined by GEOID03.
 EW0592
 EW0592;                    North         East    Units  Estimated Accuracy
 EW0592;SPC CA 5     -   626,980.    1,973,950.      MT  (+/- 180 meters Scaled)
 EW0592
 EW0592                          SUPERSEDED SURVEY CONTROL
 EW0592
 EW0592  NGVD 29 (??/??/92)  899.087  (m)         2949.75   (f) ADJ UNCH    2 0
 EW0592
 EW0592.Superseded values are not recommended for survey control.
 EW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0592.See file dsdata.txt to determine how the superseded data were derived.
 EW0592
 EW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU823343(NAD 83)
 EW0592_MARKER: DD = SURVEY DISK
 EW0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0592_SP_SET: CONCRETE LINING
 EW0592_STAMPING: MILE 334.0 B
 EW0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0592
 EW0592  HISTORY     - Date     Condition        Report By
 EW0592  HISTORY     - UNK      MONUMENTED       CADWR
 EW0592  HISTORY     - 1971     GOOD             NGS
 EW0592
 EW0592                          STATION DESCRIPTION
 EW0592
 EW0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0592'31 MI SE FROM PORTER TUNNEL.
 EW0592'30.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0592'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE CROSSING OF CONCRETE
 EW0592'BRIDGE 334.03, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0592'AQUEDUCT, 143 FEET WEST OF THE WEST EDGE OF THE BRIDGE, 3 1/2
 EW0592'FEET WEST OF THE CENTER OF PAINTED MILEAGE 334.00, AND ABOUT
 EW0592'3 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 5, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0590 ***********************************************************************
 EW0590  DESIGNATION -  334.1 B DWR
 EW0590  PID         -  EW0590
 EW0590  STATE/COUNTY-  CA/LOS ANGELES
 EW0590  USGS QUAD   -  DEL SUR (1995)
 EW0590
 EW0590                         *CURRENT SURVEY CONTROL
 EW0590  ___________________________________________________________________
 EW0590* NAD 83(1986)-  34 38 36.     (N)    118 16 57.     (W)     SCALED    
 EW0590* NAVD 88     -       899.95   (+/-2cm)    2952.6    (feet)  VERTCON   
 EW0590  ___________________________________________________________________
 EW0590  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0590  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0590
 EW0590.The horizontal coordinates were scaled from a topographic map and have
 EW0590.an estimated accuracy of +/- 6 seconds.
 EW0590
 EW0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0590.The vertical order pertains to the NGVD 29 superseded value.
 EW0590
 EW0590.The geoid height was determined by GEOID03.
 EW0590
 EW0590;                    North         East    Units  Estimated Accuracy
 EW0590;SPC CA 5     -   626,860.    1,974,100.      MT  (+/- 180 meters Scaled)
 EW0590
 EW0590                          SUPERSEDED SURVEY CONTROL
 EW0590
 EW0590  NGVD 29 (??/??/92)  899.070  (m)         2949.70   (f) ADJ UNCH    2 0
 EW0590
 EW0590.Superseded values are not recommended for survey control.
 EW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0590.See file dsdata.txt to determine how the superseded data were derived.
 EW0590
 EW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU824342(NAD 83)
 EW0590_MARKER: DD = SURVEY DISK
 EW0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0590_SP_SET: CONCRETE LINING
 EW0590_STAMPING: MILE 334.1 B
 EW0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0590
 EW0590  HISTORY     - Date     Condition        Report By
 EW0590  HISTORY     - UNK      MONUMENTED       CADWR
 EW0590  HISTORY     - 1971     GOOD             NGS
 EW0590
 EW0590                          STATION DESCRIPTION
 EW0590
 EW0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0590'31 MI SE FROM PORTER TUNNEL.
 EW0590'31.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0590'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0590'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE LINING
 EW0590'OF THE AQUEDUCT, 189 1/2 FEET EAST OF THE EAST EDGE OF CONCRETE
 EW0590'BRIDGE 334.03 OVER THE AQUEDUCT, 96 1/2 FEET EAST OF THE CENTER
 EW0590'OF A STEEL LADDER, AND ABOUT 4 1/2 FEET LOWER THAN THE NORTH
 EW0590'LEVEE ROAD.  SECTION 5, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0606 ***********************************************************************
 EW0606  DESIGNATION -  334.2 C DWR
 EW0606  PID         -  EW0606
 EW0606  STATE/COUNTY-  CA/LOS ANGELES
 EW0606  USGS QUAD   -  DEL SUR (1995)
 EW0606
 EW0606                         *CURRENT SURVEY CONTROL
 EW0606  ___________________________________________________________________
 EW0606* NAD 83(1986)-  34 39 19.     (N)    118 18 39.     (W)     SCALED    
 EW0606* NAVD 88     -       895.53   (+/-2cm)    2938.1    (feet)  VERTCON   
 EW0606  ___________________________________________________________________
 EW0606  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EW0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0606
 EW0606.The horizontal coordinates were scaled from a topographic map and have
 EW0606.an estimated accuracy of +/- 6 seconds.
 EW0606
 EW0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0606.The vertical order pertains to the NGVD 29 superseded value.
 EW0606
 EW0606.The geoid height was determined by GEOID03.
 EW0606
 EW0606;                    North         East    Units  Estimated Accuracy
 EW0606;SPC CA 5     -   628,190.    1,971,510.      MT  (+/- 180 meters Scaled)
 EW0606
 EW0606                          SUPERSEDED SURVEY CONTROL
 EW0606
 EW0606  NGVD 29 (??/??/92)  894.647  (m)         2935.19   (f) ADJ UNCH    2 0
 EW0606
 EW0606.Superseded values are not recommended for survey control.
 EW0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0606.See file dsdata.txt to determine how the superseded data were derived.
 EW0606
 EW0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU798355(NAD 83)
 EW0606_MARKER: DD = SURVEY DISK
 EW0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0606_STAMPING: 334.2 C B M 1968
 EW0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0606+STABILITY: SURFACE MOTION
 EW0606
 EW0606  HISTORY     - Date     Condition        Report By
 EW0606  HISTORY     - 1968     MONUMENTED       CADWR
 EW0606  HISTORY     - 1971     GOOD             NGS
 EW0606
 EW0606                          STATION DESCRIPTION
 EW0606
 EW0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0606'29.2 MI SE FROM PORTER TUNNEL.
 EW0606'29.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0606'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE NORTH OF CONCRETE
 EW0606'BRIDGE 332.32 OVER THE AQUEDUCT, 0.6 FOOT NORTHEAST OF THE
 EW0606'NORTHEAST RIGHT-OF-WAY FENCE, 23 FEET NORTHWEST OF A BRACE POST
 EW0606'AND ANGLE IN THE FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST,
 EW0606'ABOUT 10 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN
 EW0606'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0606'SECTION 36, T7N, R14W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0588 ***********************************************************************
 EW0588  DESIGNATION -  334.3 B DWR
 EW0588  PID         -  EW0588
 EW0588  STATE/COUNTY-  CA/LOS ANGELES
 EW0588  USGS QUAD   -  DEL SUR (1995)
 EW0588
 EW0588                         *CURRENT SURVEY CONTROL
 EW0588  ___________________________________________________________________
 EW0588* NAD 83(1986)-  34 38 34.     (N)    118 16 52.     (W)     SCALED    
 EW0588* NAVD 88     -       899.94   (+/-2cm)    2952.6    (feet)  VERTCON   
 EW0588  ___________________________________________________________________
 EW0588  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0588
 EW0588.The horizontal coordinates were scaled from a topographic map and have
 EW0588.an estimated accuracy of +/- 6 seconds.
 EW0588
 EW0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0588.The vertical order pertains to the NGVD 29 superseded value.
 EW0588
 EW0588.The geoid height was determined by GEOID03.
 EW0588
 EW0588;                    North         East    Units  Estimated Accuracy
 EW0588;SPC CA 5     -   626,800.    1,974,230.      MT  (+/- 180 meters Scaled)
 EW0588
 EW0588                          SUPERSEDED SURVEY CONTROL
 EW0588
 EW0588  NGVD 29 (??/??/92)  899.060  (m)         2949.67   (f) ADJ UNCH    2 0
 EW0588
 EW0588.Superseded values are not recommended for survey control.
 EW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0588.See file dsdata.txt to determine how the superseded data were derived.
 EW0588
 EW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU825341(NAD 83)
 EW0588_MARKER: DD = SURVEY DISK
 EW0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0588_SP_SET: CONCRETE LINING
 EW0588_STAMPING: MILE 334.3 B
 EW0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0588
 EW0588  HISTORY     - Date     Condition        Report By
 EW0588  HISTORY     - UNK      MONUMENTED       CADWR
 EW0588  HISTORY     - 1971     GOOD             NGS
 EW0588
 EW0588                          STATION DESCRIPTION
 EW0588
 EW0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0588'31.2 MI SE FROM PORTER TUNNEL.
 EW0588'31.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0588'SOUTH PORTAL OF PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0588'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0588'OF THE AQUEDUCT, 97 FEET NORTHWEST OF THE CENTER OF A STEEL
 EW0588'LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0588'SECTION 5, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0587 ***********************************************************************
 EW0587  DESIGNATION -  334.6 B DWR
 EW0587  PID         -  EW0587
 EW0587  STATE/COUNTY-  CA/LOS ANGELES
 EW0587  USGS QUAD   -  DEL SUR (1995)
 EW0587
 EW0587                         *CURRENT SURVEY CONTROL
 EW0587  ___________________________________________________________________
 EW0587* NAD 83(1986)-  34 38 30.     (N)    118 16 34.     (W)     SCALED    
 EW0587* NAVD 88     -       899.95   (+/-2cm)    2952.6    (feet)  VERTCON   
 EW0587  ___________________________________________________________________
 EW0587  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0587
 EW0587.The horizontal coordinates were scaled from a topographic map and have
 EW0587.an estimated accuracy of +/- 6 seconds.
 EW0587
 EW0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0587.The vertical order pertains to the NGVD 29 superseded value.
 EW0587
 EW0587.The geoid height was determined by GEOID03.
 EW0587
 EW0587;                    North         East    Units  Estimated Accuracy
 EW0587;SPC CA 5     -   626,670.    1,974,690.      MT  (+/- 180 meters Scaled)
 EW0587
 EW0587                          SUPERSEDED SURVEY CONTROL
 EW0587
 EW0587  NGVD 29 (??/??/92)  899.067  (m)         2949.69   (f) ADJ UNCH    2 0
 EW0587
 EW0587.Superseded values are not recommended for survey control.
 EW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0587.See file dsdata.txt to determine how the superseded data were derived.
 EW0587
 EW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU830340(NAD 83)
 EW0587_MARKER: DD = SURVEY DISK
 EW0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0587_SP_SET: CONCRETE LINING
 EW0587_STAMPING: MILE 334.6 B
 EW0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0587
 EW0587  HISTORY     - Date     Condition        Report By
 EW0587  HISTORY     - UNK      MONUMENTED       CADWR
 EW0587  HISTORY     - 1971     GOOD             NGS
 EW0587
 EW0587                          STATION DESCRIPTION
 EW0587
 EW0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0587'31.6 MI SE FROM PORTER TUNNEL.
 EW0587'31.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0587'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0587'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE LINING OF
 EW0587'THE AQUEDUCT, 103 FEET WEST OF THE CENTER OF A STEEL LADDER,
 EW0587'AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 5,
 EW0587'T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0601 ***********************************************************************
 EW0601  DESIGNATION -  334.8 C DWR
 EW0601  PID         -  EW0601
 EW0601  STATE/COUNTY-  CA/LOS ANGELES
 EW0601  USGS QUAD   -  DEL SUR (1995)
 EW0601
 EW0601                         *CURRENT SURVEY CONTROL
 EW0601  ___________________________________________________________________
 EW0601* NAD 83(1986)-  34 39 04.     (N)    118 18 08.     (W)     SCALED    
 EW0601* NAVD 88     -       890.21   (+/-2cm)    2920.6    (feet)  VERTCON   
 EW0601  ___________________________________________________________________
 EW0601  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EW0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0601
 EW0601.The horizontal coordinates were scaled from a topographic map and have
 EW0601.an estimated accuracy of +/- 6 seconds.
 EW0601
 EW0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0601.The vertical order pertains to the NGVD 29 superseded value.
 EW0601
 EW0601.The geoid height was determined by GEOID03.
 EW0601
 EW0601;                    North         East    Units  Estimated Accuracy
 EW0601;SPC CA 5     -   627,730.    1,972,300.      MT  (+/- 180 meters Scaled)
 EW0601
 EW0601                          SUPERSEDED SURVEY CONTROL
 EW0601
 EW0601  NGVD 29 (??/??/92)  889.324  (m)         2917.72   (f) ADJ UNCH    2 0
 EW0601
 EW0601.Superseded values are not recommended for survey control.
 EW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0601.See file dsdata.txt to determine how the superseded data were derived.
 EW0601
 EW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU806351(NAD 83)
 EW0601_MARKER: DD = SURVEY DISK
 EW0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0601_STAMPING: 334.8 C B M 1968
 EW0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0601+STABILITY: SURFACE MOTION
 EW0601
 EW0601  HISTORY     - Date     Condition        Report By
 EW0601  HISTORY     - 1968     MONUMENTED       CADWR
 EW0601  HISTORY     - 1971     GOOD             NGS
 EW0601
 EW0601                          STATION DESCRIPTION
 EW0601
 EW0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0601'29.8 MI SE FROM PORTER TUNNEL.
 EW0601'29.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0601'SOUTH PORTAL OF THE PORTER TUNNEL, ON A NORTH-SOUTH RIDGE, 19
 EW0601'FENCE POSTS EAST OF AN ANGLE IN THE NORTH RIGHT-OF-WAY FENCE,
 EW0601'0.9 FOOT NORTH OF THE FENCE, 2.0 FEET EAST OF A WITNESS POST,
 EW0601'ABOUT 20 FEET LOWER THAN THE LEVEE ROAD, AND SET IN THE TOP OF
 EW0601'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 EW0601'31, T 7N, R 13W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0586 ***********************************************************************
 EW0586  DESIGNATION -  334.9 B DWR
 EW0586  PID         -  EW0586
 EW0586  STATE/COUNTY-  CA/LOS ANGELES
 EW0586  USGS QUAD   -  DEL SUR (1995)
 EW0586
 EW0586                         *CURRENT SURVEY CONTROL
 EW0586  ___________________________________________________________________
 EW0586* NAD 83(1986)-  34 38 19.     (N)    118 16 14.     (W)     SCALED    
 EW0586* NAVD 88     -       900.03   (+/-2cm)    2952.8    (feet)  VERTCON   
 EW0586  ___________________________________________________________________
 EW0586  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0586
 EW0586.The horizontal coordinates were scaled from a topographic map and have
 EW0586.an estimated accuracy of +/- 6 seconds.
 EW0586
 EW0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0586.The vertical order pertains to the NGVD 29 superseded value.
 EW0586
 EW0586.The geoid height was determined by GEOID03.
 EW0586
 EW0586;                    North         East    Units  Estimated Accuracy
 EW0586;SPC CA 5     -   626,330.    1,975,200.      MT  (+/- 180 meters Scaled)
 EW0586
 EW0586                          SUPERSEDED SURVEY CONTROL
 EW0586
 EW0586  NGVD 29 (??/??/92)  899.153  (m)         2949.97   (f) ADJ UNCH    2 0
 EW0586
 EW0586.Superseded values are not recommended for survey control.
 EW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0586.See file dsdata.txt to determine how the superseded data were derived.
 EW0586
 EW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU835337(NAD 83)
 EW0586_MARKER: DD = SURVEY DISK
 EW0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0586_SP_SET: CONCRETE LINING
 EW0586_STAMPING: MILE 334.9 B
 EW0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0586
 EW0586  HISTORY     - Date     Condition        Report By
 EW0586  HISTORY     - UNK      MONUMENTED       CADWR
 EW0586  HISTORY     - 1971     GOOD             NGS
 EW0586
 EW0586                          STATION DESCRIPTION
 EW0586
 EW0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0586'32 MI SE FROM PORTER TUNNEL.
 EW0586'31.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0586'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0586'UNDER THE AQUEDUCT, IN THE TOP OF THE EAST CONCRETE LINING OF
 EW0586'THE AQUEDUCT, 132 1/2 FEET NORTH OF THE CENTER OF PAINTED MILEAGE
 EW0586'335.00 ON THE LINING, 105 FEET NORTH OF THE CENTER OF A STEEL
 EW0586'LADDER, AND ABOUT 6 FEET LOWER THAN THE EAST LEVEE ROAD.  SECTION
 EW0586'5, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0219 ***********************************************************************
 KT0219  DESIGNATION -  335 USRS
 KT0219  PID         -  KT0219
 KT0219  STATE/COUNTY-  CA/GLENN
 KT0219  USGS QUAD   -  BLACK BUTTE DAM (1973)
 KT0219
 KT0219                         *CURRENT SURVEY CONTROL
 KT0219  ___________________________________________________________________
 KT0219* NAD 83(1986)-  39 46 46.     (N)    122 17 08.     (W)     SCALED    
 KT0219* NAVD 88     -       103.34   (+/-2cm)     339.0    (feet)  VERTCON   
 KT0219  ___________________________________________________________________
 KT0219  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 KT0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0219
 KT0219.The horizontal coordinates were scaled from a topographic map and have
 KT0219.an estimated accuracy of +/- 6 seconds.
 KT0219
 KT0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0219.The vertical order pertains to the NGVD 29 superseded value.
 KT0219
 KT0219.The geoid height was determined by GEOID03.
 KT0219
 KT0219;                    North         East    Units  Estimated Accuracy
 KT0219;SPC CA 2     -   734,580.    1,975,540.      MT  (+/- 180 meters Scaled)
 KT0219
 KT0219                          SUPERSEDED SURVEY CONTROL
 KT0219
 KT0219  NGVD 29 (??/??/92)  102.568  (m)          336.51   (f) ADJ UNCH    2 0
 KT0219
 KT0219.Superseded values are not recommended for survey control.
 KT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0219.See file dsdata.txt to determine how the superseded data were derived.
 KT0219
 KT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK611035(NAD 83)
 KT0219_MARKER: DD = SURVEY DISK
 KT0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0219_SP_SET: CANAL
 KT0219_STAMPING: 335.40
 KT0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0219
 KT0219  HISTORY     - Date     Condition        Report By
 KT0219  HISTORY     - UNK      MONUMENTED       BOR
 KT0219  HISTORY     - 1949     GOOD             NGS
 KT0219
 KT0219                          STATION DESCRIPTION
 KT0219
 KT0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0219'5.4 MI NW FROM ORLAND.
 KT0219'5.4 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN
 KT0219'PACIFIC CO. RAILROAD STATION AT ORLAND, ALONG THE SOUTH CANAL, IN
 KT0219'THE TOP OF HEADGATE L 210, 2.8 FEET NORTHEAST OF THE SOUTHEAST
 KT0219'END, ABOUT 98 YARDS SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY
 KT0219'LEADING NORTHEAST TO A TWO-STORY FARMHOUSE, 26 1/2 FEET NORTHEAST
 KT0219'OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE
 KT0219'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0585 ***********************************************************************
 EW0585  DESIGNATION -  335.0 B DWR
 EW0585  PID         -  EW0585
 EW0585  STATE/COUNTY-  CA/LOS ANGELES
 EW0585  USGS QUAD   -  DEL SUR (1995)
 EW0585
 EW0585                         *CURRENT SURVEY CONTROL
 EW0585  ___________________________________________________________________
 EW0585* NAD 83(1986)-  34 38 18.     (N)    118 16 14.     (W)     SCALED    
 EW0585* NAVD 88     -       899.88   (+/-2cm)    2952.4    (feet)  VERTCON   
 EW0585  ___________________________________________________________________
 EW0585  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0585
 EW0585.The horizontal coordinates were scaled from a topographic map and have
 EW0585.an estimated accuracy of +/- 6 seconds.
 EW0585
 EW0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0585.The vertical order pertains to the NGVD 29 superseded value.
 EW0585
 EW0585.The geoid height was determined by GEOID03.
 EW0585
 EW0585;                    North         East    Units  Estimated Accuracy
 EW0585;SPC CA 5     -   626,300.    1,975,200.      MT  (+/- 180 meters Scaled)
 EW0585
 EW0585                          SUPERSEDED SURVEY CONTROL
 EW0585
 EW0585  NGVD 29 (??/??/92)  899.000  (m)         2949.47   (f) ADJ UNCH    2 0
 EW0585
 EW0585.Superseded values are not recommended for survey control.
 EW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0585.See file dsdata.txt to determine how the superseded data were derived.
 EW0585
 EW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU835336(NAD 83)
 EW0585_MARKER: DD = SURVEY DISK
 EW0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0585_SP_SET: CONCRETE LINING
 EW0585_STAMPING: 335.0 B 1971
 EW0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0585
 EW0585  HISTORY     - Date     Condition        Report By
 EW0585  HISTORY     - 1971     MONUMENTED       CADWR
 EW0585  HISTORY     - 1971     GOOD             NGS
 EW0585
 EW0585                          STATION DESCRIPTION
 EW0585
 EW0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0585'32 MI SE FROM PORTER TUNNEL.
 EW0585'32.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0585'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER PAINTED MILEAGE
 EW0585'335.00, IN THE TOP OF THE EAST CONCRETE LINING OF THE AQUEDUCT,
 EW0585'28 1/2 FEET SOUTH OF THE CENTER OF A STEEL LADDER, AND ABOUT
 EW0585'6 FEET LOWER THAN THE EAST LEVEE ROAD.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0584 ***********************************************************************
 EW0584  DESIGNATION -  335.2 B DWR
 EW0584  PID         -  EW0584
 EW0584  STATE/COUNTY-  CA/LOS ANGELES
 EW0584  USGS QUAD   -  DEL SUR (1995)
 EW0584
 EW0584                         *CURRENT SURVEY CONTROL
 EW0584  ___________________________________________________________________
 EW0584* NAD 83(1986)-  34 38 14.     (N)    118 16 09.     (W)     SCALED    
 EW0584* NAVD 88     -       899.87   (+/-2cm)    2952.3    (feet)  VERTCON   
 EW0584  ___________________________________________________________________
 EW0584  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0584
 EW0584.The horizontal coordinates were scaled from a topographic map and have
 EW0584.an estimated accuracy of +/- 6 seconds.
 EW0584
 EW0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0584.The vertical order pertains to the NGVD 29 superseded value.
 EW0584
 EW0584.The geoid height was determined by GEOID03.
 EW0584
 EW0584;                    North         East    Units  Estimated Accuracy
 EW0584;SPC CA 5     -   626,180.    1,975,320.      MT  (+/- 180 meters Scaled)
 EW0584
 EW0584                          SUPERSEDED SURVEY CONTROL
 EW0584
 EW0584  NGVD 29 (??/??/92)  898.993  (m)         2949.45   (f) ADJ UNCH    2 0
 EW0584
 EW0584.Superseded values are not recommended for survey control.
 EW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0584.See file dsdata.txt to determine how the superseded data were derived.
 EW0584
 EW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU836335(NAD 83)
 EW0584_MARKER: DD = SURVEY DISK
 EW0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0584_SP_SET: CONCRETE LINING
 EW0584_STAMPING: MILE 335.2 B
 EW0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0584
 EW0584  HISTORY     - Date     Condition        Report By
 EW0584  HISTORY     - UNK      MONUMENTED       CADWR
 EW0584  HISTORY     - 1971     GOOD             NGS
 EW0584
 EW0584                          STATION DESCRIPTION
 EW0584
 EW0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0584'32.2 MI SE FROM PORTER TUNNEL.
 EW0584'32.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0584'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0584'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0584'OF THE AQUEDUCT, 106 FEET SOUTHEAST OF THE CENTER OF A STEEL
 EW0584'LADDER, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0584'ROAD.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0580 ***********************************************************************
 EW0580  DESIGNATION -  335.7 B DWR
 EW0580  PID         -  EW0580
 EW0580  STATE/COUNTY-  CA/LOS ANGELES
 EW0580  USGS QUAD   -  DEL SUR (1995)
 EW0580
 EW0580                         *CURRENT SURVEY CONTROL
 EW0580  ___________________________________________________________________
 EW0580* NAD 83(1986)-  34 38 04.     (N)    118 15 41.     (W)     SCALED    
 EW0580* NAVD 88     -       899.80   (+/-2cm)    2952.1    (feet)  VERTCON   
 EW0580  ___________________________________________________________________
 EW0580  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0580
 EW0580.The horizontal coordinates were scaled from a topographic map and have
 EW0580.an estimated accuracy of +/- 6 seconds.
 EW0580
 EW0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0580.The vertical order pertains to the NGVD 29 superseded value.
 EW0580
 EW0580.The geoid height was determined by GEOID03.
 EW0580
 EW0580;                    North         East    Units  Estimated Accuracy
 EW0580;SPC CA 5     -   625,870.    1,976,030.      MT  (+/- 180 meters Scaled)
 EW0580
 EW0580                          SUPERSEDED SURVEY CONTROL
 EW0580
 EW0580  NGVD 29 (??/??/92)  898.925  (m)         2949.22   (f) ADJ UNCH    2 0
 EW0580
 EW0580.Superseded values are not recommended for survey control.
 EW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0580.See file dsdata.txt to determine how the superseded data were derived.
 EW0580
 EW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU843332(NAD 83)
 EW0580_MARKER: DD = SURVEY DISK
 EW0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0580_SP_SET: CONCRETE LINING
 EW0580_STAMPING: MILE 335.7 B
 EW0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0580
 EW0580  HISTORY     - Date     Condition        Report By
 EW0580  HISTORY     - UNK      MONUMENTED       CADWR
 EW0580  HISTORY     - 1971     GOOD             NGS
 EW0580
 EW0580                          STATION DESCRIPTION
 EW0580
 EW0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0580'32.7 MI SE FROM PORTER TUNNEL.
 EW0580'32.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0580'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0580'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0580'OF THE AQUEDUCT, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST
 EW0580'LEVEE ROAD.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0018 ***********************************************************************
 JT0018  DESIGNATION -  335.8
 JT0018  PID         -  JT0018
 JT0018  STATE/COUNTY-  CA/YOLO
 JT0018  USGS QUAD   -  BROOKS (1992)
 JT0018
 JT0018                         *CURRENT SURVEY CONTROL
 JT0018  ___________________________________________________________________
 JT0018* NAD 83(1986)-  38 42 51.     (N)    122 07 44.     (W)     SCALED    
 JT0018* NAVD 88     -       103.13   (+/-2cm)     338.4    (feet)  VERTCON   
 JT0018  ___________________________________________________________________
 JT0018  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JT0018  VERT ORDER  -  THIRD (See Below)
 JT0018
 JT0018.The horizontal coordinates were scaled from a topographic map and have
 JT0018.an estimated accuracy of +/- 6 seconds.
 JT0018
 JT0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0018.The vertical order pertains to the NGVD 29 superseded value.
 JT0018
 JT0018.The geoid height was determined by GEOID03.
 JT0018
 JT0018;                    North         East    Units  Estimated Accuracy
 JT0018;SPC CA 2     -   616,290.    1,988,790.      MT  (+/- 180 meters Scaled)
 JT0018
 JT0018                          SUPERSEDED SURVEY CONTROL
 JT0018
 JT0018  NGVD 29 (??/??/??)  102.31   (m)          335.7    (f) RESET       3  
 JT0018
 JT0018.Superseded values are not recommended for survey control.
 JT0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0018.See file dsdata.txt to determine how the superseded data were derived.
 JT0018
 JT0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH757854(NAD 83)
 JT0018_MARKER: Q = CHISELED SQUARE
 JT0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0018_SP_SET: CULVERT
 JT0018_MARK LOGO: USGS  
 JT0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0018
 JT0018  HISTORY     - Date     Condition        Report By
 JT0018  HISTORY     - UNK      MONUMENTED       USGS
 JT0018  HISTORY     - 1966     GOOD             NGS
 JT0018
 JT0018                          STATION DESCRIPTION
 JT0018
 JT0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0018'4.9 MI W FROM CAPAY.
 JT0018'4.9 MILES WEST ALONG STATE HIGHWAY 16 FROM CAPAY SCHOOL AT
 JT0018'CAPAY, AT THE JUNCTION OF A NORTHEAST-SOUTHWEST COUNTY ROAD 79,
 JT0018'44 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11
 JT0018'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP AND
 JT0018'0.2 FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 JT0018'CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT UNDER
 JT0018'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0571 ***********************************************************************
 EW0571  DESIGNATION -  335.9 A DWR
 EW0571  PID         -  EW0571
 EW0571  STATE/COUNTY-  CA/LOS ANGELES
 EW0571  USGS QUAD   -  DEL SUR (1995)
 EW0571
 EW0571                         *CURRENT SURVEY CONTROL
 EW0571  ___________________________________________________________________
 EW0571* NAD 83(1986)-  34 37 59.     (N)    118 15 26.     (W)     SCALED    
 EW0571* NAVD 88     -       900.98   (+/-2cm)    2956.0    (feet)  VERTCON   
 EW0571  ___________________________________________________________________
 EW0571  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0571
 EW0571.The horizontal coordinates were scaled from a topographic map and have
 EW0571.an estimated accuracy of +/- 6 seconds.
 EW0571
 EW0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0571.The vertical order pertains to the NGVD 29 superseded value.
 EW0571
 EW0571.The geoid height was determined by GEOID03.
 EW0571
 EW0571;                    North         East    Units  Estimated Accuracy
 EW0571;SPC CA 5     -   625,710.    1,976,420.      MT  (+/- 180 meters Scaled)
 EW0571
 EW0571                          SUPERSEDED SURVEY CONTROL
 EW0571
 EW0571  NGVD 29 (??/??/92)  900.097  (m)         2953.07   (f) ADJ UNCH    2 0
 EW0571
 EW0571.Superseded values are not recommended for survey control.
 EW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0571.See file dsdata.txt to determine how the superseded data were derived.
 EW0571
 EW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU847330(NAD 83)
 EW0571_MARKER: DD = SURVEY DISK
 EW0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0571_SP_SET: SIDEWALK
 EW0571_STAMPING: 335.9 A 1971
 EW0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0571
 EW0571  HISTORY     - Date     Condition        Report By
 EW0571  HISTORY     - 1971     MONUMENTED       CADWR
 EW0571  HISTORY     - 1971     GOOD             NGS
 EW0571
 EW0571                          STATION DESCRIPTION
 EW0571
 EW0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0571'32.9 MI SE FROM PORTER TUNNEL.
 EW0571'32.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0571'SOUTH PROTAL OF THE PROTER TUNNEL, AT CHECK DAM 49 335.93, IN
 EW0571'THE TOP AND 0.5 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 EW0571'CONCRETE WALK WAY OF THE DAM, 0.4 FOOT NORTH OF THE NORTH END
 EW0571'OF A METAL GUARDRAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE NORTH
 EW0571'LEVEE ROAD.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0572 ***********************************************************************
 EW0572  DESIGNATION -  335.9 B DWR
 EW0572  PID         -  EW0572
 EW0572  STATE/COUNTY-  CA/LOS ANGELES
 EW0572  USGS QUAD   -  DEL SUR (1995)
 EW0572
 EW0572                         *CURRENT SURVEY CONTROL
 EW0572  ___________________________________________________________________
 EW0572* NAD 83(1986)-  34 38 00.     (N)    118 15 26.     (W)     SCALED    
 EW0572* NAVD 88     -       899.78   (+/-2cm)    2952.0    (feet)  VERTCON   
 EW0572  ___________________________________________________________________
 EW0572  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0572
 EW0572.The horizontal coordinates were scaled from a topographic map and have
 EW0572.an estimated accuracy of +/- 6 seconds.
 EW0572
 EW0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0572.The vertical order pertains to the NGVD 29 superseded value.
 EW0572
 EW0572.The geoid height was determined by GEOID03.
 EW0572
 EW0572;                    North         East    Units  Estimated Accuracy
 EW0572;SPC CA 5     -   625,750.    1,976,420.      MT  (+/- 180 meters Scaled)
 EW0572
 EW0572                          SUPERSEDED SURVEY CONTROL
 EW0572
 EW0572  NGVD 29 (??/??/92)  898.899  (m)         2949.14   (f) ADJ UNCH    2 0
 EW0572
 EW0572.Superseded values are not recommended for survey control.
 EW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0572.See file dsdata.txt to determine how the superseded data were derived.
 EW0572
 EW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU847331(NAD 83)
 EW0572_MARKER: DD = SURVEY DISK
 EW0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0572_SP_SET: CONCRETE LINING
 EW0572_STAMPING: MILE 335.9 B
 EW0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0572
 EW0572  HISTORY     - Date     Condition        Report By
 EW0572  HISTORY     - UNK      MONUMENTED       CADWR
 EW0572  HISTORY     - 1971     GOOD             NGS
 EW0572
 EW0572                          STATION DESCRIPTION
 EW0572
 EW0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0572'32.9 MI SE FROM PORTER TUNNEL.
 EW0572'32.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0572'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0572'CONCRETE LINING OF THE AQUEDUCT, 42 FEET WEST OF THE NORTHWEST
 EW0572'END OF THE WING WALL OF CHECK DAM 49 335.93, 21 FEET WEST OF
 EW0572'THE CENTER OF A STEEL LADDER, AND ABOUT LEVEL WITH THE NORTH
 EW0572'LEVEE ROAD.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0578 ***********************************************************************
 EW0578  DESIGNATION -  336.0 B DWR
 EW0578  PID         -  EW0578
 EW0578  STATE/COUNTY-  CA/LOS ANGELES
 EW0578  USGS QUAD   -  DEL SUR (1995)
 EW0578
 EW0578                         *CURRENT SURVEY CONTROL
 EW0578  ___________________________________________________________________
 EW0578* NAD 83(1986)-  34 38 02.     (N)    118 15 23.     (W)     SCALED    
 EW0578* NAVD 88     -       899.81   (+/-2cm)    2952.1    (feet)  VERTCON   
 EW0578  ___________________________________________________________________
 EW0578  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0578
 EW0578.The horizontal coordinates were scaled from a topographic map and have
 EW0578.an estimated accuracy of +/- 6 seconds.
 EW0578
 EW0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0578.The vertical order pertains to the NGVD 29 superseded value.
 EW0578
 EW0578.The geoid height was determined by GEOID03.
 EW0578
 EW0578;                    North         East    Units  Estimated Accuracy
 EW0578;SPC CA 5     -   625,810.    1,976,490.      MT  (+/- 180 meters Scaled)
 EW0578
 EW0578                          SUPERSEDED SURVEY CONTROL
 EW0578
 EW0578  NGVD 29 (??/??/92)  898.931  (m)         2949.24   (f) ADJ UNCH    2 0
 EW0578
 EW0578.Superseded values are not recommended for survey control.
 EW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0578.See file dsdata.txt to determine how the superseded data were derived.
 EW0578
 EW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU848331(NAD 83)
 EW0578_MARKER: DD = SURVEY DISK
 EW0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0578_SP_SET: CONCRETE LINING
 EW0578_STAMPING: MILE 336.0 B
 EW0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0578
 EW0578  HISTORY     - Date     Condition        Report By
 EW0578  HISTORY     - UNK      MONUMENTED       CADWR
 EW0578  HISTORY     - 1971     GOOD             NGS
 EW0578
 EW0578                          STATION DESCRIPTION
 EW0578
 EW0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0578'33 MI SE FROM PORTER TUNNEL.
 EW0578'32.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0578'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0578'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTH CONCRETE LINING OF
 EW0578'THE AQUEDUCT, 36 FEET EAST OF THE CENTER OF PAINTED MILEAGE
 EW0578'336.00 ON THE LINING, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTH
 EW0578'LEVEE ROAD.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0589 ***********************************************************************
 EW0589  DESIGNATION -  336.1 C DWR
 EW0589  PID         -  EW0589
 EW0589  STATE/COUNTY-  CA/LOS ANGELES
 EW0589  USGS QUAD   -  DEL SUR (1995)
 EW0589
 EW0589                         *CURRENT SURVEY CONTROL
 EW0589  ___________________________________________________________________
 EW0589* NAD 83(1986)-  34 38 34.     (N)    118 16 53.     (W)     SCALED    
 EW0589* NAVD 88     -       896.27   (+/-2cm)    2940.5    (feet)  VERTCON   
 EW0589  ___________________________________________________________________
 EW0589  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0589
 EW0589.The horizontal coordinates were scaled from a topographic map and have
 EW0589.an estimated accuracy of +/- 6 seconds.
 EW0589
 EW0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0589.The vertical order pertains to the NGVD 29 superseded value.
 EW0589
 EW0589.The geoid height was determined by GEOID03.
 EW0589
 EW0589;                    North         East    Units  Estimated Accuracy
 EW0589;SPC CA 5     -   626,800.    1,974,200.      MT  (+/- 180 meters Scaled)
 EW0589
 EW0589                          SUPERSEDED SURVEY CONTROL
 EW0589
 EW0589  NGVD 29 (??/??/92)  895.388  (m)         2937.62   (f) ADJ UNCH    2 0
 EW0589
 EW0589.Superseded values are not recommended for survey control.
 EW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0589.See file dsdata.txt to determine how the superseded data were derived.
 EW0589
 EW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU825341(NAD 83)
 EW0589_MARKER: DD = SURVEY DISK
 EW0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0589_STAMPING: 336.1 C B M 1968
 EW0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0589+STABILITY: SURFACE MOTION
 EW0589
 EW0589  HISTORY     - Date     Condition        Report By
 EW0589  HISTORY     - 1968     MONUMENTED       CADWR
 EW0589  HISTORY     - 1971     GOOD             NGS
 EW0589
 EW0589                          STATION DESCRIPTION
 EW0589
 EW0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0589'31.2 MI SE FROM PORTER TUNNEL.
 EW0589'31.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0589'SOUTH PORTAL OF THE PORTER TUNNEL, 0.2 MILE EAST OF THE CROSSING
 EW0589'OF CONCRETE BRIDGE 334.03, ABOUT 250 FEET SOUTHWEST OF A SMALL
 EW0589'LONE TREE, 1.0 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW0589'FENCE, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 14 FEET
 EW0589'LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A
 EW0589'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 5,
 EW0589'T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0575 ***********************************************************************
 EW0575  DESIGNATION -  336.2 A DWR
 EW0575  PID         -  EW0575
 EW0575  STATE/COUNTY-  CA/LOS ANGELES
 EW0575  USGS QUAD   -  DEL SUR (1995)
 EW0575
 EW0575                         *CURRENT SURVEY CONTROL
 EW0575  ___________________________________________________________________
 EW0575* NAD 83(1986)-  34 37 55.     (N)    118 15 12.     (W)     SCALED    
 EW0575* NAVD 88     -       903.09   (+/-2cm)    2962.9    (feet)  VERTCON   
 EW0575  ___________________________________________________________________
 EW0575  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0575
 EW0575.The horizontal coordinates were scaled from a topographic map and have
 EW0575.an estimated accuracy of +/- 6 seconds.
 EW0575
 EW0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0575.The vertical order pertains to the NGVD 29 superseded value.
 EW0575
 EW0575.The geoid height was determined by GEOID03.
 EW0575
 EW0575;                    North         East    Units  Estimated Accuracy
 EW0575;SPC CA 5     -   625,590.    1,976,770.      MT  (+/- 180 meters Scaled)
 EW0575
 EW0575                          SUPERSEDED SURVEY CONTROL
 EW0575
 EW0575  NGVD 29 (??/??/92)  902.208  (m)         2959.99   (f) ADJ UNCH    2 0
 EW0575
 EW0575.Superseded values are not recommended for survey control.
 EW0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0575.See file dsdata.txt to determine how the superseded data were derived.
 EW0575
 EW0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU851329(NAD 83)
 EW0575_MARKER: DD = SURVEY DISK
 EW0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0575_SP_SET: SIDEWALK
 EW0575_STAMPING: 336.2 A 1971 0
 EW0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0575
 EW0575  HISTORY     - Date     Condition        Report By
 EW0575  HISTORY     - 1971     MONUMENTED       CADWR
 EW0575  HISTORY     - 1971     GOOD             NGS
 EW0575
 EW0575                          STATION DESCRIPTION
 EW0575
 EW0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0575'33.2 MI SE FROM PORTER TUNNEL.
 EW0575'33.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0575'SOUTH PORTAL OF THE PORTER TUNNEL, 0.1 MILE SOUTH OF BENCH MARK
 EW0575'B 1045, AT THE CROSSING OF 70TH STREET WEST BRIDGE 336.20, IN
 EW0575'THE TOP OF THE NORTHEAST CORNER OF THE WEST CONCRETE WALKWAY
 EW0575'OF THE BRIDGE, 0.8 FOOT EAST OF THE WEST EDGE OF THE WALKWAY,
 EW0575'0.8 FOOT SOUTH OF THE NORTH EDGE OF THE WALKWAY, AND ABOUT 1
 EW0575'FOOT HIGHER THAN THE BRIDGE DECK.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0576 ***********************************************************************
 EW0576  DESIGNATION -  336.2 B DWR
 EW0576  PID         -  EW0576
 EW0576  STATE/COUNTY-  CA/LOS ANGELES
 EW0576  USGS QUAD   -  DEL SUR (1995)
 EW0576
 EW0576                         *CURRENT SURVEY CONTROL
 EW0576  ___________________________________________________________________
 EW0576* NAD 83(1986)-  34 37 55.     (N)    118 15 12.     (W)     SCALED    
 EW0576* NAVD 88     -       899.79   (+/-2cm)    2952.1    (feet)  VERTCON   
 EW0576  ___________________________________________________________________
 EW0576  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0576
 EW0576.The horizontal coordinates were scaled from a topographic map and have
 EW0576.an estimated accuracy of +/- 6 seconds.
 EW0576
 EW0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0576.The vertical order pertains to the NGVD 29 superseded value.
 EW0576
 EW0576.The geoid height was determined by GEOID03.
 EW0576
 EW0576;                    North         East    Units  Estimated Accuracy
 EW0576;SPC CA 5     -   625,590.    1,976,770.      MT  (+/- 180 meters Scaled)
 EW0576
 EW0576                          SUPERSEDED SURVEY CONTROL
 EW0576
 EW0576  NGVD 29 (??/??/92)  898.915  (m)         2949.19   (f) ADJ UNCH    2 0
 EW0576
 EW0576.Superseded values are not recommended for survey control.
 EW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0576.See file dsdata.txt to determine how the superseded data were derived.
 EW0576
 EW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU851329(NAD 83)
 EW0576_MARKER: DD = SURVEY DISK
 EW0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0576_SP_SET: CONCRETE LINING
 EW0576_STAMPING: MILE 336.2 B
 EW0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0576
 EW0576  HISTORY     - Date     Condition        Report By
 EW0576  HISTORY     - UNK      MONUMENTED       CADWR
 EW0576  HISTORY     - 1971     GOOD             NGS
 EW0576
 EW0576                          STATION DESCRIPTION
 EW0576
 EW0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0576'33.2 MI SE FROM PORTER TUNNEL.
 EW0576'33.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0576'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTH
 EW0576'CONCRETE LINING OF THE AQUEDUCT, 109 FEET WEST OF THE WEST EDGE
 EW0576'OF 70TH STREET WEST CONCRETE BRIDGE 336.20 OVER THE AQUEDUCT,
 EW0576'AND ABOUT 7 1/2 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 4,
 EW0576'T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0024 ***********************************************************************
 JT0024  DESIGNATION -  336.6
 JT0024  PID         -  JT0024
 JT0024  STATE/COUNTY-  CA/YOLO
 JT0024  USGS QUAD   -  BROOKS (1992)
 JT0024
 JT0024                         *CURRENT SURVEY CONTROL
 JT0024  ___________________________________________________________________
 JT0024* NAD 83(1986)-  38 44 18.     (N)    122 08 48.     (W)     SCALED    
 JT0024* NAVD 88     -       103.38   (+/-2cm)     339.2    (feet)  VERTCON   
 JT0024  ___________________________________________________________________
 JT0024  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JT0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0024
 JT0024.The horizontal coordinates were scaled from a topographic map and have
 JT0024.an estimated accuracy of +/- 6 seconds.
 JT0024
 JT0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0024.The vertical order pertains to the NGVD 29 superseded value.
 JT0024
 JT0024.The geoid height was determined by GEOID03.
 JT0024
 JT0024;                    North         East    Units  Estimated Accuracy
 JT0024;SPC CA 2     -   618,970.    1,987,250.      MT  (+/- 180 meters Scaled)
 JT0024
 JT0024                          SUPERSEDED SURVEY CONTROL
 JT0024
 JT0024  NGVD 29 (??/??/92)  102.56   (m)          336.5    (f) COMPUTED    2 0
 JT0024
 JT0024.Superseded values are not recommended for survey control.
 JT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0024.See file dsdata.txt to determine how the superseded data were derived.
 JT0024
 JT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH741880(NAD 83)
 JT0024_MARKER: Q = CHISELED SQUARE
 JT0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0024_SP_SET: CULVERT
 JT0024_MARK LOGO: USGS  
 JT0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0024
 JT0024  HISTORY     - Date     Condition        Report By
 JT0024  HISTORY     - UNK      MONUMENTED       USGS
 JT0024  HISTORY     - 1966     GOOD             NGS
 JT0024
 JT0024                          STATION DESCRIPTION
 JT0024
 JT0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JT0024'6.9 MI NW FROM CAPAY.
 JT0024'6.9 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM CAPAY SCHOOL
 JT0024'AT CAPAY, 0.1 MILE SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 78,
 JT0024'IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 JT0024'SOUTHWEST CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT 11.56,
 JT0024'19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 JT0024'2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- INADVERTANTLY OMMITED
 JT0024'FROM THE RELEVELING IN 1966.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0497 ***********************************************************************
 EW0497  DESIGNATION -  336.6 B DWR
 EW0497  PID         -  EW0497
 EW0497  STATE/COUNTY-  CA/LOS ANGELES
 EW0497  USGS QUAD   -  LANCASTER WEST (1974)
 EW0497
 EW0497                         *CURRENT SURVEY CONTROL
 EW0497  ___________________________________________________________________
 EW0497* NAD 83(1986)-  34 37 50.     (N)    118 14 54.     (W)     SCALED    
 EW0497* NAVD 88     -       899.52   (+/-2cm)    2951.2    (feet)  VERTCON   
 EW0497  ___________________________________________________________________
 EW0497  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0497
 EW0497.The horizontal coordinates were scaled from a topographic map and have
 EW0497.an estimated accuracy of +/- 6 seconds.
 EW0497
 EW0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0497.The vertical order pertains to the NGVD 29 superseded value.
 EW0497
 EW0497.The geoid height was determined by GEOID03.
 EW0497
 EW0497;                    North         East    Units  Estimated Accuracy
 EW0497;SPC CA 5     -   625,440.    1,977,230.      MT  (+/- 180 meters Scaled)
 EW0497
 EW0497                          SUPERSEDED SURVEY CONTROL
 EW0497
 EW0497  NGVD 29 (??/??/92)  898.638  (m)         2948.28   (f) ADJ UNCH    2 0
 EW0497
 EW0497.Superseded values are not recommended for survey control.
 EW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0497.See file dsdata.txt to determine how the superseded data were derived.
 EW0497
 EW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU855327(NAD 83)
 EW0497_MARKER: DD = SURVEY DISK
 EW0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0497_SP_SET: CONCRETE LINING
 EW0497_STAMPING: MILE 336.6 B
 EW0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0497
 EW0497  HISTORY     - Date     Condition        Report By
 EW0497  HISTORY     - UNK      MONUMENTED       CADWR
 EW0497  HISTORY     - 1971     GOOD             NGS
 EW0497
 EW0497                          STATION DESCRIPTION
 EW0497
 EW0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0497'33.5 MI SE FROM PORTER TUNNEL.
 EW0497'33.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0497'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0497'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0497'OF THE AQUEDUCT, 64 FEET NORTHWEST OF THE CENTER OF A STEEL
 EW0497'LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0497'SECTION 3, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0583 ***********************************************************************
 EW0583  DESIGNATION -  336.7 C DWR
 EW0583  PID         -  EW0583
 EW0583  STATE/COUNTY-  CA/LOS ANGELES
 EW0583  USGS QUAD   -  DEL SUR (1995)
 EW0583
 EW0583                         *CURRENT SURVEY CONTROL
 EW0583  ___________________________________________________________________
 EW0583* NAD 83(1986)-  34 38 28.     (N)    118 16 22.     (W)     SCALED    
 EW0583* NAVD 88     -       869.81   (+/-2cm)    2853.7    (feet)  VERTCON   
 EW0583  ___________________________________________________________________
 EW0583  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0583
 EW0583.The horizontal coordinates were scaled from a topographic map and have
 EW0583.an estimated accuracy of +/- 6 seconds.
 EW0583
 EW0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0583.The vertical order pertains to the NGVD 29 superseded value.
 EW0583
 EW0583.The geoid height was determined by GEOID03.
 EW0583
 EW0583;                    North         East    Units  Estimated Accuracy
 EW0583;SPC CA 5     -   626,610.    1,974,990.      MT  (+/- 180 meters Scaled)
 EW0583
 EW0583                          SUPERSEDED SURVEY CONTROL
 EW0583
 EW0583  NGVD 29 (??/??/92)  868.928  (m)         2850.81   (f) ADJ UNCH    2 0
 EW0583
 EW0583.Superseded values are not recommended for survey control.
 EW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0583.See file dsdata.txt to determine how the superseded data were derived.
 EW0583
 EW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU833339(NAD 83)
 EW0583_MARKER: DD = SURVEY DISK
 EW0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0583_STAMPING: 336.7 C B M 1968
 EW0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0583+STABILITY: SURFACE MOTION
 EW0583
 EW0583  HISTORY     - Date     Condition        Report By
 EW0583  HISTORY     - 1968     MONUMENTED       CADWR
 EW0583  HISTORY     - 1971     GOOD             NGS
 EW0583
 EW0583                          STATION DESCRIPTION
 EW0583
 EW0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0583'31.8 MI SE FROM PORTER TUNNEL.
 EW0583'31.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0583'SOUTH PORTAL OF THE PORTER TUNNEL, ABOUT 0.4 MILE SOUTHWEST OF
 EW0583'BENCH MARK A 1045, AT A POINT WHERE A METAL DRAIN EXTENDS DOWN
 EW0583'THE NORTHEAST LEVEE, ON A SMALL RISE, 1.0 FOOT NORTHEAST OF THE
 EW0583'NORTHEAST RIGHT-OF-WAY FENCE, 1.9 FEET SOUTHEAST OF A WITNESS
 EW0583'POST, ABOUT 75 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND
 EW0583'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW0583'THE GROUND.  SECTION 5, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0495 ***********************************************************************
 EW0495  DESIGNATION -  336.8 A DWR
 EW0495  PID         -  EW0495
 EW0495  STATE/COUNTY-  CA/LOS ANGELES
 EW0495  USGS QUAD   -  LANCASTER WEST (1974)
 EW0495
 EW0495                         *CURRENT SURVEY CONTROL
 EW0495  ___________________________________________________________________
 EW0495* NAD 83(1986)-  34 37 47.     (N)    118 14 43.     (W)     SCALED    
 EW0495* NAVD 88     -       901.41   (+/-2cm)    2957.4    (feet)  VERTCON   
 EW0495  ___________________________________________________________________
 EW0495  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0495
 EW0495.The horizontal coordinates were scaled from a topographic map and have
 EW0495.an estimated accuracy of +/- 6 seconds.
 EW0495
 EW0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0495.The vertical order pertains to the NGVD 29 superseded value.
 EW0495
 EW0495.The geoid height was determined by GEOID03.
 EW0495
 EW0495;                    North         East    Units  Estimated Accuracy
 EW0495;SPC CA 5     -   625,340.    1,977,510.      MT  (+/- 180 meters Scaled)
 EW0495
 EW0495                          SUPERSEDED SURVEY CONTROL
 EW0495
 EW0495  NGVD 29 (??/??/92)  900.529  (m)         2954.49   (f) ADJ UNCH    2 0
 EW0495
 EW0495.Superseded values are not recommended for survey control.
 EW0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0495.See file dsdata.txt to determine how the superseded data were derived.
 EW0495
 EW0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU858326(NAD 83)
 EW0495_MARKER: DD = SURVEY DISK
 EW0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0495_SP_SET: CONCRETE DECK
 EW0495_STAMPING: MILE 336.8 A
 EW0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0495
 EW0495  HISTORY     - Date     Condition        Report By
 EW0495  HISTORY     - UNK      MONUMENTED       CADWR
 EW0495  HISTORY     - 1971     GOOD             NGS
 EW0495
 EW0495                          STATION DESCRIPTION
 EW0495
 EW0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0495'33.6 MI SE FROM PORTER TUNNEL.
 EW0495'33.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0495'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE CONCRETE
 EW0495'DECK OF A TURNOUT STRUCTURE, 2.5 FEET SOUTH-SOUTHEAST OF THE
 EW0495'NORTH CORNER OF THE DECK, 0.9 FOOT SOUTHWEST OF THE NORTHEAST
 EW0495'EDGE OF THE DECK, AND ABOUT LEVEL WITH THE NORTHEAST LEVEE
 EW0495'ROAD.  SECTION 10, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0494 ***********************************************************************
 EW0494  DESIGNATION -  336.9 B DWR
 EW0494  PID         -  EW0494
 EW0494  STATE/COUNTY-  CA/LOS ANGELES
 EW0494  USGS QUAD   -  LANCASTER WEST (1974)
 EW0494
 EW0494                         *CURRENT SURVEY CONTROL
 EW0494  ___________________________________________________________________
 EW0494* NAD 83(1986)-  34 37 43.     (N)    118 14 36.     (W)     SCALED    
 EW0494* NAVD 88     -       899.71   (+/-2cm)    2951.8    (feet)  VERTCON   
 EW0494  ___________________________________________________________________
 EW0494  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0494
 EW0494.The horizontal coordinates were scaled from a topographic map and have
 EW0494.an estimated accuracy of +/- 6 seconds.
 EW0494
 EW0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0494.The vertical order pertains to the NGVD 29 superseded value.
 EW0494
 EW0494.The geoid height was determined by GEOID03.
 EW0494
 EW0494;                    North         East    Units  Estimated Accuracy
 EW0494;SPC CA 5     -   625,220.    1,977,690.      MT  (+/- 180 meters Scaled)
 EW0494
 EW0494                          SUPERSEDED SURVEY CONTROL
 EW0494
 EW0494  NGVD 29 (??/??/92)  898.832  (m)         2948.92   (f) ADJ UNCH    2 0
 EW0494
 EW0494.Superseded values are not recommended for survey control.
 EW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0494.See file dsdata.txt to determine how the superseded data were derived.
 EW0494
 EW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU860325(NAD 83)
 EW0494_MARKER: DD = SURVEY DISK
 EW0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0494_SP_SET: CONCRETE LINING
 EW0494_STAMPING: MILE 336.9 B 9
 EW0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0494
 EW0494  HISTORY     - Date     Condition        Report By
 EW0494  HISTORY     - UNK      MONUMENTED       CADWR
 EW0494  HISTORY     - 1971     GOOD             NGS
 EW0494
 EW0494                          STATION DESCRIPTION
 EW0494
 EW0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0494'33.8 MI SE FROM PORTER TUNNEL.
 EW0494'33.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0494'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0494'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0494'OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0494'LEVEE ROAD.  SECTION 10, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1646 ***********************************************************************
 GT1646  DESIGNATION -  337
 GT1646  PID         -  GT1646
 GT1646  STATE/COUNTY-  CA/FRESNO
 GT1646  USGS QUAD   -  HERNDON (1978)
 GT1646
 GT1646                         *CURRENT SURVEY CONTROL
 GT1646  ___________________________________________________________________
 GT1646* NAD 83(1986)-  36 50 29.     (N)    119 55 46.     (W)     SCALED    
 GT1646* NAVD 88     -        87.79   (+/-2cm)     288.0    (feet)  VERTCON   
 GT1646  ___________________________________________________________________
 GT1646  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 GT1646  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1646
 GT1646.The horizontal coordinates were scaled from a topographic map and have
 GT1646.an estimated accuracy of +/- 6 seconds.
 GT1646
 GT1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1646.The vertical order pertains to the NGVD 29 superseded value.
 GT1646
 GT1646.The geoid height was determined by GEOID03.
 GT1646
 GT1646;                    North         East    Units  Estimated Accuracy
 GT1646;SPC CA 4     -   667,740.    1,917,100.      MT  (+/- 180 meters Scaled)
 GT1646
 GT1646                          SUPERSEDED SURVEY CONTROL
 GT1646
 GT1646  NGVD 29 (??/??/92)   87.053  (m)          285.61   (f) ADJ UNCH    1 2
 GT1646
 GT1646.Superseded values are not recommended for survey control.
 GT1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1646.See file dsdata.txt to determine how the superseded data were derived.
 GT1646
 GT1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA387812(NAD 83)
 GT1646_MARKER: P = PIPE CAP
 GT1646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1646_STAMPING: 289.0 337
 GT1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1646
 GT1646  HISTORY     - Date     Condition        Report By
 GT1646  HISTORY     - UNK      MONUMENTED       DOD
 GT1646  HISTORY     - 1953     GOOD             NGS
 GT1646
 GT1646                          STATION DESCRIPTION
 GT1646
 GT1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GT1646'10.7 MI NW FROM FRESNO.
 GT1646'10.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT1646'FROM THE STATION AT FRESNO, 0.8 MILE NORTHWEST OF THE HERNDON
 GT1646'SIDING SIGN AT HERNDON, 0.2 MILE NORTHWEST OF MILEPOLE 195, 12
 GT1646'RAILS SOUTHEAST OF THE SOUTHEAST END OF A STEEL TRESTLE OVER
 GT1646'SAN JOAQUIN RIVER, ON TOP OF THE NORTHWEST END OF A HIGH CUT
 GT1646'BANK BETWEEN THE TRACK AND U.S. HIGHWAY 99, 46.7 FEET SOUTHWEST
 GT1646'OF THE SOUTHWEST RAIL, 41 FEET SOUTHWEST OF A 3-INCH STEEL
 GT1646'POST SUPPORTING 2 ELECTRIC SIGNALS, 14 FEET NORTHWEST OF A
 GT1646'STEEL-RAIL POST MARKING THE RAILROAD PROPERTY LINE, 20 FEET
 GT1646'SOUTH OF A TELEGRAPH POLE, 1.6 FEET NORTHEAST OF A WITNESS
 GT1646'POST, AND SCREWED ON TOP OF A 3-INCH IRON PIPE PROJECTING 1.1
 GT1646'FEET ABOVE THE GROUND.  THIS MARK IS ALSO 11.1 MILES SOUTHEAST
 GT1646'OF MADERA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1714 ***********************************************************************
 GT1714  DESIGNATION -  337
 GT1714  PID         -  GT1714
 GT1714  STATE/COUNTY-  CA/FRESNO
 GT1714  USGS QUAD   -  FRIANT (1964)
 GT1714
 GT1714                         *CURRENT SURVEY CONTROL
 GT1714  ___________________________________________________________________
 GT1714* NAD 83(1986)-  36 59 14.     (N)    119 42 43.     (W)     SCALED    
 GT1714* NAVD 88     -       104.25   (+/-2cm)     342.0    (feet)  VERTCON   
 GT1714  ___________________________________________________________________
 GT1714  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 GT1714  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1714
 GT1714.The horizontal coordinates were scaled from a topographic map and have
 GT1714.an estimated accuracy of +/- 6 seconds.
 GT1714
 GT1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1714.The vertical order pertains to the NGVD 29 superseded value.
 GT1714
 GT1714.The geoid height was determined by GEOID03.
 GT1714
 GT1714;                    North         East    Units  Estimated Accuracy
 GT1714;SPC CA 4     -   683,760.    1,936,620.      MT  (+/- 180 meters Scaled)
 GT1714
 GT1714                          SUPERSEDED SURVEY CONTROL
 GT1714
 GT1714  NGVD 29 (??/??/92)  103.50   (m)          339.6    (f) COMPUTED    1 2
 GT1714
 GT1714.Superseded values are not recommended for survey control.
 GT1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1714.See file dsdata.txt to determine how the superseded data were derived.
 GT1714
 GT1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA586968(NAD 83)
 GT1714_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GT1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1714_STAMPING: 337 F 1902
 GT1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1714+STABILITY: SURFACE MOTION
 GT1714
 GT1714  HISTORY     - Date     Condition        Report By
 GT1714  HISTORY     - 1902     MONUMENTED       USGS
 GT1714  HISTORY     - 1958     GOOD             NGS
 GT1714  HISTORY     - 1973     SEE DESCRIPTION  NGS
 GT1714
 GT1714                          STATION DESCRIPTION
 GT1714
 GT1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT1714'AT FRIANT.
 GT1714'AT FRIANT, IN R21E T11S S7, IN A SMALL PASTURE, 455 FEET SOUTHEAST
 GT1714'OF THE SOUTHEAST CORNER OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT1714'STATION, 78.3 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 176
 GT1714'FEET SOUTH OF THE SOUTH SIDE OF A STOCK LOADING CHUTE, 132 FEET
 GT1714'EAST OF A SWITCH, 48 FEET EAST OF A FENCE, 1.2 FEET WEST OF A
 GT1714'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET IN THE
 GT1714'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 GT1714'NOTE-- MARK NOT LEVELED TO DUE TO NOT BEING READILY ACCESSABLE.
 GT1714
 GT1714                          STATION RECOVERY (1973)
 GT1714
 GT1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GT1714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0493 ***********************************************************************
 EW0493  DESIGNATION -  337.0 B DWR
 EW0493  PID         -  EW0493
 EW0493  STATE/COUNTY-  CA/LOS ANGELES
 EW0493  USGS QUAD   -  LANCASTER WEST (1974)
 EW0493
 EW0493                         *CURRENT SURVEY CONTROL
 EW0493  ___________________________________________________________________
 EW0493* NAD 83(1986)-  34 37 39.     (N)    118 14 27.     (W)     SCALED    
 EW0493* NAVD 88     -       899.70   (+/-2cm)    2951.8    (feet)  VERTCON   
 EW0493  ___________________________________________________________________
 EW0493  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0493
 EW0493.The horizontal coordinates were scaled from a topographic map and have
 EW0493.an estimated accuracy of +/- 6 seconds.
 EW0493
 EW0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0493.The vertical order pertains to the NGVD 29 superseded value.
 EW0493
 EW0493.The geoid height was determined by GEOID03.
 EW0493
 EW0493;                    North         East    Units  Estimated Accuracy
 EW0493;SPC CA 5     -   625,090.    1,977,920.      MT  (+/- 180 meters Scaled)
 EW0493
 EW0493                          SUPERSEDED SURVEY CONTROL
 EW0493
 EW0493  NGVD 29 (??/??/92)  898.822  (m)         2948.89   (f) ADJ UNCH    2 0
 EW0493
 EW0493.Superseded values are not recommended for survey control.
 EW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0493.See file dsdata.txt to determine how the superseded data were derived.
 EW0493
 EW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU862324(NAD 83)
 EW0493_MARKER: DD = SURVEY DISK
 EW0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0493_SP_SET: CONCRETE LINING
 EW0493_STAMPING: 337.0 B 1971
 EW0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0493
 EW0493  HISTORY     - Date     Condition        Report By
 EW0493  HISTORY     - 1971     MONUMENTED       CADWR
 EW0493  HISTORY     - 1971     GOOD             NGS
 EW0493
 EW0493                          STATION DESCRIPTION
 EW0493
 EW0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0493'34 MI SE FROM PORTER TUNNEL.
 EW0493'33.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0493'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0493'CONCRETE LINING OF THE AQUEDUCT, OVER THE PAINTED MILEAGE
 EW0493'337.00, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0493'ROAD.  SECTION 10, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0574 ***********************************************************************
 EW0574  DESIGNATION -  337.2 C DWR
 EW0574  PID         -  EW0574
 EW0574  STATE/COUNTY-  CA/LOS ANGELES
 EW0574  USGS QUAD   -  DEL SUR (1995)
 EW0574
 EW0574                         *CURRENT SURVEY CONTROL
 EW0574  ___________________________________________________________________
 EW0574* NAD 83(1986)-  34 38 13.     (N)    118 16 04.     (W)     SCALED    
 EW0574* NAVD 88     -       889.58   (+/-2cm)    2918.6    (feet)  VERTCON   
 EW0574  ___________________________________________________________________
 EW0574  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EW0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0574
 EW0574.The horizontal coordinates were scaled from a topographic map and have
 EW0574.an estimated accuracy of +/- 6 seconds.
 EW0574
 EW0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0574.The vertical order pertains to the NGVD 29 superseded value.
 EW0574
 EW0574.The geoid height was determined by GEOID03.
 EW0574
 EW0574;                    North         East    Units  Estimated Accuracy
 EW0574;SPC CA 5     -   626,150.    1,975,450.      MT  (+/- 180 meters Scaled)
 EW0574
 EW0574                          SUPERSEDED SURVEY CONTROL
 EW0574
 EW0574  NGVD 29 (??/??/92)  888.694  (m)         2915.66   (f) ADJ UNCH    2 0
 EW0574
 EW0574.Superseded values are not recommended for survey control.
 EW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0574.See file dsdata.txt to determine how the superseded data were derived.
 EW0574
 EW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU838335(NAD 83)
 EW0574_MARKER: DD = SURVEY DISK
 EW0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0574_STAMPING: 337.2 C B M 1968
 EW0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0574+STABILITY: SURFACE MOTION
 EW0574
 EW0574  HISTORY     - Date     Condition        Report By
 EW0574  HISTORY     - 1968     MONUMENTED       CADWR
 EW0574  HISTORY     - 1971     GOOD             NGS
 EW0574
 EW0574                          STATION DESCRIPTION
 EW0574
 EW0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0574'32.2 MI SE FROM PORTER TUNNEL.
 EW0574'32.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0574'SOUTH PORTAL OF THE PORTER TUNNEL, 0.05 MILE SOUTHEAST OF A
 EW0574'DRAIN STRUCTURE UNDER THE AQUEDUCT, 22 FENCE POST SOUTHEAST OF
 EW0574'A BRACE POST IN THE RIGHT-OF-WAY FENCE, 1.0 FOOT NORTHEAST OF
 EW0574'THE FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 20 FEET
 EW0574'LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A
 EW0574'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 4,
 EW0574'T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6496 ***********************************************************************
 EW6496  DESIGNATION -  337.3 B DWR
 EW6496  PID         -  EW6496
 EW6496  STATE/COUNTY-  CA/LOS ANGELES
 EW6496  USGS QUAD   -  LANCASTER WEST (1974)
 EW6496
 EW6496                         *CURRENT SURVEY CONTROL
 EW6496  ___________________________________________________________________
 EW6496* NAD 83(1986)-  34 37 33.     (N)    118 14 13.     (W)     SCALED    
 EW6496* NAVD 88     -       899.69   (+/-2cm)    2951.7    (feet)  VERTCON   
 EW6496  ___________________________________________________________________
 EW6496  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW6496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6496
 EW6496.The horizontal coordinates were scaled from a topographic map and have
 EW6496.an estimated accuracy of +/- 6 seconds.
 EW6496
 EW6496.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6496.The vertical order pertains to the NGVD 29 superseded value.
 EW6496
 EW6496.The geoid height was determined by GEOID03.
 EW6496
 EW6496;                    North         East    Units  Estimated Accuracy
 EW6496;SPC CA 5     -   624,910.    1,978,270.      MT  (+/- 180 meters Scaled)
 EW6496
 EW6496                          SUPERSEDED SURVEY CONTROL
 EW6496
 EW6496  NGVD 29 (??/??/92)  898.815  (m)         2948.86   (f) ADJ UNCH    2 0
 EW6496
 EW6496.Superseded values are not recommended for survey control.
 EW6496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6496.See file dsdata.txt to determine how the superseded data were derived.
 EW6496
 EW6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU866322(NAD 83)
 EW6496_MARKER: DD = SURVEY DISK
 EW6496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6496_SP_SET: CONCRETE LINING
 EW6496_STAMPING: MILE 337.3 B
 EW6496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6496
 EW6496  HISTORY     - Date     Condition        Report By
 EW6496  HISTORY     - UNK      MONUMENTED       CADWR
 EW6496  HISTORY     - 1971     GOOD             NGS
 EW6496
 EW6496                          STATION DESCRIPTION
 EW6496
 EW6496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6496'34.2 MI SE FROM PORTER TUNNEL.
 EW6496'34.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW6496'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW6496'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW6496'OF THE AQUEDUCT, 51 FEET NORTHWEST OF THE CENTER OF A LADDER,
 EW6496'AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW6496'10, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0581 ***********************************************************************
 EW0581  DESIGNATION -  337.6 C DWR
 EW0581  PID         -  EW0581
 EW0581  STATE/COUNTY-  CA/LOS ANGELES
 EW0581  USGS QUAD   -  DEL SUR (1995)
 EW0581
 EW0581                         *CURRENT SURVEY CONTROL
 EW0581  ___________________________________________________________________
 EW0581* NAD 83(1986)-  34 38 04.     (N)    118 15 42.     (W)     SCALED    
 EW0581* NAVD 88     -       896.35   (+/-2cm)    2940.8    (feet)  VERTCON   
 EW0581  ___________________________________________________________________
 EW0581  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0581
 EW0581.The horizontal coordinates were scaled from a topographic map and have
 EW0581.an estimated accuracy of +/- 6 seconds.
 EW0581
 EW0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0581.The vertical order pertains to the NGVD 29 superseded value.
 EW0581
 EW0581.The geoid height was determined by GEOID03.
 EW0581
 EW0581;                    North         East    Units  Estimated Accuracy
 EW0581;SPC CA 5     -   625,870.    1,976,010.      MT  (+/- 180 meters Scaled)
 EW0581
 EW0581                          SUPERSEDED SURVEY CONTROL
 EW0581
 EW0581  NGVD 29 (??/??/92)  895.470  (m)         2937.89   (f) ADJ UNCH    2 0
 EW0581
 EW0581.Superseded values are not recommended for survey control.
 EW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0581.See file dsdata.txt to determine how the superseded data were derived.
 EW0581
 EW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU843332(NAD 83)
 EW0581_MARKER: DD = SURVEY DISK
 EW0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0581_STAMPING: 337.6 C B M 1968
 EW0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0581+STABILITY: SURFACE MOTION
 EW0581
 EW0581  HISTORY     - Date     Condition        Report By
 EW0581  HISTORY     - 1968     MONUMENTED       CADWR
 EW0581  HISTORY     - 1971     GOOD             NGS
 EW0581
 EW0581                          STATION DESCRIPTION
 EW0581
 EW0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0581'32.6 MI SE FROM PORTER TUNNEL.
 EW0581'32.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0581'SOUTH PORTAL OF THE PORTER TUNNEL, ON A FLAT TOP RIDGE, ABOUT
 EW0581'225 FEET WEST OF A STEEL TOWER OF A STEEL TOWER POWER TRANSMISSION
 EW0581'LINE, 0.8 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE,
 EW0581'1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN
 EW0581'THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0581'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0454 ***********************************************************************
 EW0454  DESIGNATION -  337.7 A DWR
 EW0454  PID         -  EW0454
 EW0454  STATE/COUNTY-  CA/LOS ANGELES
 EW0454  USGS QUAD   -  RITTER RIDGE (1974)
 EW0454
 EW0454                         *CURRENT SURVEY CONTROL
 EW0454  ___________________________________________________________________
 EW0454* NAD 83(1986)-  34 37 18.     (N)    118 14 03.     (W)     SCALED    
 EW0454* NAVD 88     -       903.45   (+/-2cm)    2964.1    (feet)  VERTCON   
 EW0454  ___________________________________________________________________
 EW0454  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0454
 EW0454.The horizontal coordinates were scaled from a topographic map and have
 EW0454.an estimated accuracy of +/- 6 seconds.
 EW0454
 EW0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0454.The vertical order pertains to the NGVD 29 superseded value.
 EW0454
 EW0454.The geoid height was determined by GEOID03.
 EW0454
 EW0454;                    North         East    Units  Estimated Accuracy
 EW0454;SPC CA 5     -   624,450.    1,978,530.      MT  (+/- 180 meters Scaled)
 EW0454
 EW0454                          SUPERSEDED SURVEY CONTROL
 EW0454
 EW0454  NGVD 29 (??/??/92)  902.576  (m)         2961.20   (f) ADJ UNCH    2 0
 EW0454
 EW0454.Superseded values are not recommended for survey control.
 EW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0454.See file dsdata.txt to determine how the superseded data were derived.
 EW0454
 EW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU868317(NAD 83)
 EW0454_MARKER: DD = SURVEY DISK
 EW0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0454_SP_SET: SIDEWALK
 EW0454_STAMPING: 337.7 A 1971
 EW0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0454
 EW0454  HISTORY     - Date     Condition        Report By
 EW0454  HISTORY     - 1971     MONUMENTED       CADWR
 EW0454  HISTORY     - 1971     GOOD             NGS
 EW0454
 EW0454                          STATION DESCRIPTION
 EW0454
 EW0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0454'34.6 MI SE FROM PORTER TUNNEL.
 EW0454'34.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0454'SOUTH PORTAL OF THE PORTER TUNNEL, 0.1 MILE NORTH OF BENCH MARK
 EW0454'D 1045, AT THE CROSSING OF GODDE HILL ROAD, IN THE TOP AND
 EW0454'0.8 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE WALKWAY
 EW0454'OF A CONCRETE BRIDGE OVER THE AQUEDUCT, 0.8 FOOT WEST OF THE
 EW0454'EAST EDGE OF THE WALKWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 EW0454'BRIDGE DECK.  SECTION 11, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0456 ***********************************************************************
 EW0456  DESIGNATION -  337.7 B DWR
 EW0456  PID         -  EW0456
 EW0456  STATE/COUNTY-  CA/LOS ANGELES
 EW0456  USGS QUAD   -  RITTER RIDGE (1974)
 EW0456
 EW0456                         *CURRENT SURVEY CONTROL
 EW0456  ___________________________________________________________________
 EW0456* NAD 83(1986)-  34 37 20.     (N)    118 14 04.     (W)     SCALED    
 EW0456* NAVD 88     -       899.68   (+/-2cm)    2951.7    (feet)  VERTCON   
 EW0456  ___________________________________________________________________
 EW0456  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EW0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0456
 EW0456.The horizontal coordinates were scaled from a topographic map and have
 EW0456.an estimated accuracy of +/- 6 seconds.
 EW0456
 EW0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0456.The vertical order pertains to the NGVD 29 superseded value.
 EW0456
 EW0456.The geoid height was determined by GEOID03.
 EW0456
 EW0456;                    North         East    Units  Estimated Accuracy
 EW0456;SPC CA 5     -   624,510.    1,978,500.      MT  (+/- 180 meters Scaled)
 EW0456
 EW0456                          SUPERSEDED SURVEY CONTROL
 EW0456
 EW0456  NGVD 29 (??/??/92)  898.806  (m)         2948.83   (f) ADJ UNCH    2 0
 EW0456
 EW0456.Superseded values are not recommended for survey control.
 EW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0456.See file dsdata.txt to determine how the superseded data were derived.
 EW0456
 EW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU868318(NAD 83)
 EW0456_MARKER: DD = SURVEY DISK
 EW0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0456_SP_SET: CONCRETE LINING
 EW0456_STAMPING: MILE 337.7 B
 EW0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0456
 EW0456  HISTORY     - Date     Condition        Report By
 EW0456  HISTORY     - UNK      MONUMENTED       CADWR
 EW0456  HISTORY     - 1971     GOOD             NGS
 EW0456
 EW0456                          STATION DESCRIPTION
 EW0456
 EW0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0456'34.6 MI SE FROM PORTER TUNNEL.
 EW0456'34.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0456'SOUTH PORTAL OF THE PORTER TUNNEL, IN THE TOP OF THE NORTHEAST
 EW0456'CONCRETE LINING OF THE AQUEDUCT, 179 FEET NORTHWEST OF THE WEST
 EW0456'EDGE OF GODDE HILL ROAD CONCRETE BRIDGE OVER THE AQUEDUCT,
 EW0456'33 1/2 FEET SOUTHWEST OF A STEEL FENCE CORNER POST, AND ABOUT
 EW0456'6 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 11,
 EW0456'T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0573 ***********************************************************************
 EW0573  DESIGNATION -  337.8 C DWR
 EW0573  PID         -  EW0573
 EW0573  STATE/COUNTY-  CA/LOS ANGELES
 EW0573  USGS QUAD   -  DEL SUR (1995)
 EW0573
 EW0573                         *CURRENT SURVEY CONTROL
 EW0573  ___________________________________________________________________
 EW0573* NAD 83(1986)-  34 38 01.     (N)    118 15 27.     (W)     SCALED    
 EW0573* NAVD 88     -       896.34   (+/-2cm)    2940.7    (feet)  VERTCON   
 EW0573  ___________________________________________________________________
 EW0573  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0573
 EW0573.The horizontal coordinates were scaled from a topographic map and have
 EW0573.an estimated accuracy of +/- 6 seconds.
 EW0573
 EW0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0573.The vertical order pertains to the NGVD 29 superseded value.
 EW0573
 EW0573.The geoid height was determined by GEOID03.
 EW0573
 EW0573;                    North         East    Units  Estimated Accuracy
 EW0573;SPC CA 5     -   625,780.    1,976,390.      MT  (+/- 180 meters Scaled)
 EW0573
 EW0573                          SUPERSEDED SURVEY CONTROL
 EW0573
 EW0573  NGVD 29 (??/??/92)  895.459  (m)         2937.85   (f) ADJ UNCH    2 0
 EW0573
 EW0573.Superseded values are not recommended for survey control.
 EW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0573.See file dsdata.txt to determine how the superseded data were derived.
 EW0573
 EW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU847331(NAD 83)
 EW0573_MARKER: DD = SURVEY DISK
 EW0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0573_STAMPING: 337.8 C B M 1968
 EW0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0573+STABILITY: SURFACE MOTION
 EW0573
 EW0573  HISTORY     - Date     Condition        Report By
 EW0573  HISTORY     - 1968     MONUMENTED       CADWR
 EW0573  HISTORY     - 1971     GOOD             NGS
 EW0573
 EW0573                          STATION DESCRIPTION
 EW0573
 EW0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0573'32.9 MI SE FROM PORTER TUNNEL.
 EW0573'32.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0573'SOUTH PORTAL OF THE PORTER TUNNEL, 119 FEET NORTH-NORTHWEST AND
 EW0573'ACROSS THE NORTH LEVEE ROAD FROM BENCHMARK 335.9 B (DWR), 1.0
 EW0573'FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.9 FEET WEST OF A
 EW0573'WITNESS POST, ABOUT 11 FEET LOWER THAN THE NORTH LEVEE ROAD,
 EW0573'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EW0573'THE GROUND.  SECTION 4, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1049 ***********************************************************************
 FT1049  DESIGNATION -  3379 B
 FT1049  PID         -  FT1049
 FT1049  STATE/COUNTY-  CA/KERN
 FT1049  USGS QUAD   -  FREEMAN JUNCTION (1972)
 FT1049
 FT1049                         *CURRENT SURVEY CONTROL
 FT1049  ___________________________________________________________________
 FT1049* NAD 83(1986)-  35 35 52.     (N)    117 55 27.     (W)     SCALED    
 FT1049* NAVD 88     -      1031.136  (meters)    3382.99   (feet)  ADJUSTED  
 FT1049  ___________________________________________________________________
 FT1049  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FT1049  DYNAMIC HT  -        1029.950 (meters)    3379.09  (feet)  COMP
 FT1049  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 FT1049
 FT1049  VERT ORDER  -  FIRST     CLASS I
 FT1049
 FT1049.The horizontal coordinates were scaled from a topographic map and have
 FT1049.an estimated accuracy of +/- 6 seconds.
 FT1049
 FT1049.The orthometric height was determined by differential leveling
 FT1049.and adjusted in June 1991.
 FT1049
 FT1049.The geoid height was determined by GEOID03.
 FT1049
 FT1049.The dynamic height is computed by dividing the NAVD 88
 FT1049.geopotential number by the normal gravity value computed on the
 FT1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1049.degrees latitude (g = 980.6199 gals.).
 FT1049
 FT1049.The modeled gravity was interpolated from observed gravity values.
 FT1049
 FT1049;                    North         East    Units  Estimated Accuracy
 FT1049;SPC CA 5     -   732,710.    2,006,870.      MT  (+/- 180 meters Scaled)
 FT1049
 FT1049                          SUPERSEDED SURVEY CONTROL
 FT1049
 FT1049  NGVD 29 (??/??/92) 1030.225  (m)         3380.00   (f) ADJ UNCH    1 1
 FT1049
 FT1049.Superseded values are not recommended for survey control.
 FT1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1049.See file dsdata.txt to determine how the superseded data were derived.
 FT1049
 FT1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV162397(NAD 83)
 FT1049_MARKER: P = PIPE CAP
 FT1049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT1049_SP_SET: SHALLOW-SET PIPE
 FT1049_STAMPING: 3379 B 1905 RAF
 FT1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT1049
 FT1049  HISTORY     - Date     Condition        Report By
 FT1049  HISTORY     - 1905     MONUMENTED       USGS
 FT1049  HISTORY     - 1977     GOOD             NGS
 FT1049
 FT1049                          STATION DESCRIPTION
 FT1049
 FT1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 FT1049'1.6 MI SW FROM FREEMAN JUNCTION.
 FT1049'0.7 MILE WEST ALONG HIGHWAY 178 FROM THE JUNCTION OF HIGHWAY 14 AT
 FT1049'FREEMAN JUNCTION, THENCE 0.9 MILES SOUTHWEST ALONG THE AQUEDUCT ROAD,
 FT1049'0.1 MILE NORTHWEST OF THE AQUEDUCT WHICH SERVES AS BRIDGE NO.2335+63,
 FT1049'0.2 MILE SOUTH OF SOUTH WEST END ESPOSED 6 FT. AQUEDUCT PIPE LOCATED
 FT1049'ON THE SOUTHWEST BANK OF FREEMAN GULCH, 26.0 FT. NORTH OF CENTER LINE
 FT1049'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2454 ***********************************************************************
 GU2454  DESIGNATION -  338 B USGS
 GU2454  PID         -  GU2454
 GU2454  STATE/COUNTY-  CA/MONTEREY
 GU2454  USGS QUAD   -  SAN LUCAS (1984)
 GU2454
 GU2454                         *CURRENT SURVEY CONTROL
 GU2454  ___________________________________________________________________
 GU2454* NAD 83(1986)-  36 12 41.     (N)    121 07 15.     (W)     SCALED    
 GU2454* NAVD 88     -       103.39   (+/-2cm)     339.2    (feet)  VERTCON   
 GU2454  ___________________________________________________________________
 GU2454  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 GU2454  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2454
 GU2454.The horizontal coordinates were scaled from a topographic map and have
 GU2454.an estimated accuracy of +/- 6 seconds.
 GU2454
 GU2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2454.The vertical order pertains to the NGVD 29 superseded value.
 GU2454
 GU2454.The geoid height was determined by GEOID03.
 GU2454
 GU2454;                    North         East    Units  Estimated Accuracy
 GU2454;SPC CA 4     -   599,540.    1,809,310.      MT  (+/- 180 meters Scaled)
 GU2454
 GU2454                          SUPERSEDED SURVEY CONTROL
 GU2454
 GU2454  NGVD 29 (??/??/92)  102.481  (m)          336.22   (f) ADJ UNCH    1 2
 GU2454
 GU2454.Superseded values are not recommended for survey control.
 GU2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2454.See file dsdata.txt to determine how the superseded data were derived.
 GU2454
 GU2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF689090(NAD 83)
 GU2454_MARKER: P = PIPE CAP
 GU2454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2454_STAMPING: 338 B CAL 1908
 GU2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2454
 GU2454  HISTORY     - Date     Condition        Report By
 GU2454  HISTORY     - 1908     MONUMENTED       USGS
 GU2454  HISTORY     - 1933     GOOD             NGS
 GU2454  HISTORY     - 1968     MARK NOT FOUND   NGS
 GU2454
 GU2454                          STATION DESCRIPTION
 GU2454
 GU2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GU2454'AT KING CITY.
 GU2454'AT KING CITY, MONTEREY COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 GU2454'TWO POLES NORTH OF MILEPOST 164, AT THE NORTH END OF A CUT
 GU2454'ON U.S. HIGHWAY 101, OPPOSITE TWO SWITCH-STANDS, AND 45 FEET
 GU2454'WEST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GU2454'CAP, STAMPED 338 B CAL 1908 AND RIVETED ON THE TOP OF A
 GU2454'3-1/2-INCH IRON PIPE.
 GU2454
 GU2454                          STATION RECOVERY (1968)
 GU2454
 GU2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU2454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1136 ***********************************************************************
 EW1136  DESIGNATION -  338 RESET
 EW1136  PID         -  EW1136
 EW1136  STATE/COUNTY-  CA/LOS ANGELES
 EW1136  USGS QUAD   -  LOS ANGELES (1994)
 EW1136
 EW1136                         *CURRENT SURVEY CONTROL
 EW1136  ___________________________________________________________________
 EW1136* NAD 83(1986)-  34 03 21.     (N)    118 14 35.     (W)     SCALED    
 EW1136* NAVD 88     -       104.116  (meters)     341.59   (feet)  ADJUSTED  
 EW1136  ___________________________________________________________________
 EW1136  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 EW1136  DYNAMIC HT  -         104.005 (meters)     341.22  (feet)  COMP
 EW1136  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 EW1136
 EW1136  VERT ORDER  -  FIRST     CLASS I
 EW1136
 EW1136.The horizontal coordinates were scaled from a topographic map and have
 EW1136.an estimated accuracy of +/- 6 seconds.
 EW1136
 EW1136.The orthometric height was determined by differential leveling
 EW1136.and adjusted in June 1995.
 EW1136
 EW1136.The geoid height was determined by GEOID03.
 EW1136
 EW1136.The dynamic height is computed by dividing the NAVD 88
 EW1136.geopotential number by the normal gravity value computed on the
 EW1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1136.degrees latitude (g = 980.6199 gals.).
 EW1136
 EW1136.The modeled gravity was interpolated from observed gravity values.
 EW1136
 EW1136;                    North         East    Units  Estimated Accuracy
 EW1136;SPC CA 5     -   561,680.    1,977,560.      MT  (+/- 180 meters Scaled)
 EW1136
 EW1136                          SUPERSEDED SURVEY CONTROL
 EW1136
 EW1136  NAVD 88 (06/15/91)  104.140  (m)          341.67   (f) UNKNOWN     1 1
 EW1136
 EW1136.Superseded values are not recommended for survey control.
 EW1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1136.See file dsdata.txt to determine how the superseded data were derived.
 EW1136
 EW1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT852690(NAD 83)
 EW1136_MARKER: DD = SURVEY DISK
 EW1136_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW1136+WITH SETTING: PAVEMENT
 EW1136_SP_SET: WATER TABLE
 EW1136_STAMPING: 338
 EW1136_MARK LOGO: USGS  
 EW1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1136+STABILITY: SURFACE MOTION
 EW1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1136+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1136
 EW1136  HISTORY     - Date     Condition        Report By
 EW1136  HISTORY     - UNK      MONUMENTED       USGS
 EW1136  HISTORY     - 1955     GOOD             NGS
 EW1136  HISTORY     - 1968     GOOD             CA1980
 EW1136  HISTORY     - 1976     GOOD             NGS
 EW1136  HISTORY     - 1978     GOOD             NGS
 EW1136  HISTORY     - 19890519 GOOD             NGS
 EW1136  HISTORY     - 19890525 GOOD             NGS
 EW1136  HISTORY     - 19940724 GOOD             NGS
 EW1136
 EW1136                          STATION DESCRIPTION
 EW1136
 EW1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1136'AT LOS ANGELES.
 EW1136'AT LOS ANGELES, AT THE NORTHEAST CORNER OF TEMPLE STREET AND
 EW1136'BROADWAY, AT THE HALL OF JUSTICE, IN THE TOP OF THE SOUTHEAST
 EW1136'CORNER AND AT THE SOUTH END OF A GRANITE WATER TABLE, 7.9 FEET
 EW1136'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT 2 1/2
 EW1136'FEET HIGHER THAN THE STREET.  NOTE-- S 32 IS NOT STAMPED ON THIS
 EW1136'DISK.
 EW1136
 EW1136                          STATION RECOVERY (1968)
 EW1136
 EW1136'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1136'RECOVERED IN GOOD CONDITION.
 EW1136
 EW1136                          STATION RECOVERY (1976)
 EW1136
 EW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1136'AT LOS ANGELES, AT THE NORTHEAST CORNER OF TEMPLE STREET AND BROADWAY,
 EW1136'AT THE HALL OF JUSTICE, IN TOP OF THE SOUTHEAST CORNER AND AT THE
 EW1136'SOUTH END OF A GRANITE WATER TABLE, 7.9 FT NORTH OF THE SOUTHWEST
 EW1136'CORNER OF THE BUILDING.
 EW1136
 EW1136                          STATION RECOVERY (1978)
 EW1136
 EW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1136'AT LOS ANGELES, AT THE NORTHEAST CORNER OF TEMPLE STREET AND BROADWAY,
 EW1136'AT THE HALL OF JUSTICE, IN TOP OF THE SOUTHEAST CORNER AND AT THE
 EW1136'SOUTH END OF A GRANITE WATER TABLE. 7.9 FT. NORTH OF THE SOUTHWEST
 EW1136'CORNER OF THE BUILDING.
 EW1136
 EW1136                          STATION RECOVERY (1989)
 EW1136
 EW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1136'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION ADD
 EW1136'1.0M(3.3FT) ABOVE TEMPLE STREET SURFACE
 EW1136
 EW1136                          STATION RECOVERY (1989)
 EW1136
 EW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1136'RECOVERED IN GOOD CONDITION.
 EW1136
 EW1136                          STATION RECOVERY (1994)
 EW1136
 EW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1136'IN LOS ANGELES, AT THE INTERSECTION OF TEMPLE AND BROADWAY STREETS, IN
 EW1136'TOP OF AND NEAR THE SOUTHWEST END OF THE GRANITE WATER TABLE OF THE
 EW1136'HALL OF JUSTICE BUILDING, 21.9 M (71.9 FT) SOUTHEAST OF THE CENTERLINE
 EW1136'OF NORTH-EASTBOUND LANES OF BROADWAY STREET, 11.3 M (37.1 FT)
 EW1136'NORTHEAST OF THE CENTERLINE OF THE NORTH-WESTBOUND LANES OF TEMPLE
 EW1136'STREET, 2.4 M (7.9 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 EW1136'BUILDING, 1.0 M (3.3 FT) ABOVE THE LEVEL OF TEMPLE STREET, AND 0.1 M
 EW1136'(0.3 FT) NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0453 ***********************************************************************
 EW0453  DESIGNATION -  338.1 B DWR
 EW0453  PID         -  EW0453
 EW0453  STATE/COUNTY-  CA/LOS ANGELES
 EW0453  USGS QUAD   -  RITTER RIDGE (1974)
 EW0453
 EW0453                         *CURRENT SURVEY CONTROL
 EW0453  ___________________________________________________________________
 EW0453* NAD 83(1986)-  34 36 56.     (N)    118 13 52.     (W)     SCALED    
 EW0453* NAVD 88     -       899.60   (+/-2cm)    2951.4    (feet)  VERTCON   
 EW0453  ___________________________________________________________________
 EW0453  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0453
 EW0453.The horizontal coordinates were scaled from a topographic map and have
 EW0453.an estimated accuracy of +/- 6 seconds.
 EW0453
 EW0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0453.The vertical order pertains to the NGVD 29 superseded value.
 EW0453
 EW0453.The geoid height was determined by GEOID03.
 EW0453
 EW0453;                    North         East    Units  Estimated Accuracy
 EW0453;SPC CA 5     -   623,770.    1,978,810.      MT  (+/- 180 meters Scaled)
 EW0453
 EW0453                          SUPERSEDED SURVEY CONTROL
 EW0453
 EW0453  NGVD 29 (??/??/92)  898.720  (m)         2948.55   (f) ADJ UNCH    2 0
 EW0453
 EW0453.Superseded values are not recommended for survey control.
 EW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0453.See file dsdata.txt to determine how the superseded data were derived.
 EW0453
 EW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU871311(NAD 83)
 EW0453_MARKER: DD = SURVEY DISK
 EW0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0453_SP_SET: CONCRETE LINING
 EW0453_STAMPING: MILE 338.1 B
 EW0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0453
 EW0453  HISTORY     - Date     Condition        Report By
 EW0453  HISTORY     - UNK      MONUMENTED       CADWR
 EW0453  HISTORY     - 1971     GOOD             NGS
 EW0453
 EW0453                          STATION DESCRIPTION
 EW0453
 EW0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0453'35.1 MI SE FROM PORTER TUNNEL.
 EW0453'35.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0453'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0453'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0453'OF THE AQUEDUCT, 241 FEET NORTHWEST OF THE CENTER OF A LADDER,
 EW0453'AND ABOUT 5 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW0453'14, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0452 ***********************************************************************
 EW0452  DESIGNATION -  338.3 B DWR
 EW0452  PID         -  EW0452
 EW0452  STATE/COUNTY-  CA/LOS ANGELES
 EW0452  USGS QUAD   -  RITTER RIDGE (1974)
 EW0452
 EW0452                         *CURRENT SURVEY CONTROL
 EW0452  ___________________________________________________________________
 EW0452* NAD 83(1986)-  34 36 56.     (N)    118 13 42.     (W)     SCALED    
 EW0452* NAVD 88     -       899.58   (+/-2cm)    2951.4    (feet)  VERTCON   
 EW0452  ___________________________________________________________________
 EW0452  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0452
 EW0452.The horizontal coordinates were scaled from a topographic map and have
 EW0452.an estimated accuracy of +/- 6 seconds.
 EW0452
 EW0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0452.The vertical order pertains to the NGVD 29 superseded value.
 EW0452
 EW0452.The geoid height was determined by GEOID03.
 EW0452
 EW0452;                    North         East    Units  Estimated Accuracy
 EW0452;SPC CA 5     -   623,770.    1,979,060.      MT  (+/- 180 meters Scaled)
 EW0452
 EW0452                          SUPERSEDED SURVEY CONTROL
 EW0452
 EW0452  NGVD 29 (??/??/92)  898.699  (m)         2948.48   (f) ADJ UNCH    2 0
 EW0452
 EW0452.Superseded values are not recommended for survey control.
 EW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0452.See file dsdata.txt to determine how the superseded data were derived.
 EW0452
 EW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU873310(NAD 83)
 EW0452_MARKER: DD = SURVEY DISK
 EW0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0452_SP_SET: CONCRETE LINING
 EW0452_STAMPING: MILE 338.3 B
 EW0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0452
 EW0452  HISTORY     - Date     Condition        Report By
 EW0452  HISTORY     - UNK      MONUMENTED       CADWR
 EW0452  HISTORY     - 1971     GOOD             NGS
 EW0452
 EW0452                          STATION DESCRIPTION
 EW0452
 EW0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0452'35.2 MI SE FROM PORTER TUNNEL.
 EW0452'35.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0452'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0452'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHWEST CONCRETE LINING
 EW0452'OF THE AQUEDUCT, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHWEST
 EW0452'LEVEE ROAD.  SECTION 11, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0496 ***********************************************************************
 EW0496  DESIGNATION -  338.6 C DWR
 EW0496  PID         -  EW0496
 EW0496  STATE/COUNTY-  CA/LOS ANGELES
 EW0496  USGS QUAD   -  LANCASTER WEST (1974)
 EW0496
 EW0496                         *CURRENT SURVEY CONTROL
 EW0496  ___________________________________________________________________
 EW0496* NAD 83(1986)-  34 37 49.     (N)    118 14 51.     (W)     SCALED    
 EW0496* NAVD 88     -       896.68   (+/-2cm)    2941.9    (feet)  VERTCON   
 EW0496  ___________________________________________________________________
 EW0496  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0496
 EW0496.The horizontal coordinates were scaled from a topographic map and have
 EW0496.an estimated accuracy of +/- 6 seconds.
 EW0496
 EW0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0496.The vertical order pertains to the NGVD 29 superseded value.
 EW0496
 EW0496.The geoid height was determined by GEOID03.
 EW0496
 EW0496;                    North         East    Units  Estimated Accuracy
 EW0496;SPC CA 5     -   625,400.    1,977,310.      MT  (+/- 180 meters Scaled)
 EW0496
 EW0496                          SUPERSEDED SURVEY CONTROL
 EW0496
 EW0496  NGVD 29 (??/??/92)  895.801  (m)         2938.97   (f) ADJ UNCH    2 0
 EW0496
 EW0496.Superseded values are not recommended for survey control.
 EW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0496.See file dsdata.txt to determine how the superseded data were derived.
 EW0496
 EW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU856327(NAD 83)
 EW0496_MARKER: DD = SURVEY DISK
 EW0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0496_STAMPING: 338.6 C B M 1968
 EW0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0496+STABILITY: SURFACE MOTION
 EW0496
 EW0496  HISTORY     - Date     Condition        Report By
 EW0496  HISTORY     - 1968     MONUMENTED       CADWR
 EW0496  HISTORY     - 1971     GOOD             NGS
 EW0496
 EW0496                          STATION DESCRIPTION
 EW0496
 EW0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0496'33.6 MI SE FROM PORTER TUNNEL.
 EW0496'33.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0496'SOUTH PORTAL OF THE PORTER TUNNEL, ON A NORTH-SOUTH FLAT RIDGE,
 EW0496'1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.1 FEET WEST
 EW0496'OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD,
 EW0496'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW0496'THE GROUND.  SECTION 10, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0449 ***********************************************************************
 EW0449  DESIGNATION -  338.9 B DWR
 EW0449  PID         -  EW0449
 EW0449  STATE/COUNTY-  CA/LOS ANGELES
 EW0449  USGS QUAD   -  RITTER RIDGE (1974)
 EW0449
 EW0449                         *CURRENT SURVEY CONTROL
 EW0449  ___________________________________________________________________
 EW0449* NAD 83(1986)-  34 36 53.     (N)    118 13 09.     (W)     SCALED    
 EW0449* NAVD 88     -       899.59   (+/-2cm)    2951.4    (feet)  VERTCON   
 EW0449  ___________________________________________________________________
 EW0449  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0449
 EW0449.The horizontal coordinates were scaled from a topographic map and have
 EW0449.an estimated accuracy of +/- 6 seconds.
 EW0449
 EW0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0449.The vertical order pertains to the NGVD 29 superseded value.
 EW0449
 EW0449.The geoid height was determined by GEOID03.
 EW0449
 EW0449;                    North         East    Units  Estimated Accuracy
 EW0449;SPC CA 5     -   623,670.    1,979,900.      MT  (+/- 180 meters Scaled)
 EW0449
 EW0449                          SUPERSEDED SURVEY CONTROL
 EW0449
 EW0449  NGVD 29 (??/??/92)  898.718  (m)         2948.54   (f) ADJ UNCH    2 0
 EW0449
 EW0449.Superseded values are not recommended for survey control.
 EW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0449.See file dsdata.txt to determine how the superseded data were derived.
 EW0449
 EW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU882309(NAD 83)
 EW0449_MARKER: DD = SURVEY DISK
 EW0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0449_SP_SET: CONCRETE LINING
 EW0449_STAMPING: MILE 338.9 B
 EW0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0449
 EW0449  HISTORY     - Date     Condition        Report By
 EW0449  HISTORY     - UNK      MONUMENTED       CADWR
 EW0449  HISTORY     - 1971     GOOD             NGS
 EW0449
 EW0449                          STATION DESCRIPTION
 EW0449
 EW0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0449'35.8 MI SE FROM PORTER TUNNEL.
 EW0449'35.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0449'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0449'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0449'OF THE AQUEDUCT, 37 FEET NORTHWEST OF THE CENTER OF A STEEL
 EW0449'LADDER, AND ABOUT 5 1/2 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0449'ROAD.  SECTION 14, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0100 ***********************************************************************
 DY0100  DESIGNATION -  339 C OF LB
 DY0100  PID         -  DY0100
 DY0100  STATE/COUNTY-  CA/LOS ANGELES
 DY0100  USGS QUAD   -  LONG BEACH (1981)
 DY0100
 DY0100                         *CURRENT SURVEY CONTROL
 DY0100  ___________________________________________________________________
 DY0100* NAD 83(1986)-  33 46 12.     (N)    118 12 32.     (W)     SCALED    
 DY0100* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 DY0100  ___________________________________________________________________
 DY0100  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0100
 DY0100.The horizontal coordinates were scaled from a topographic map and have
 DY0100.an estimated accuracy of +/- 6 seconds.
 DY0100
 DY0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0100.The vertical order pertains to the NGVD 29 superseded value.
 DY0100
 DY0100.The geoid height was determined by GEOID03.
 DY0100
 DY0100;                    North         East    Units  Estimated Accuracy
 DY0100;SPC CA 5     -   529,970.    1,980,650.      MT  (+/- 180 meters Scaled)
 DY0100
 DY0100                          SUPERSEDED SURVEY CONTROL
 DY0100
 DY0100  NGVD 29 (??/??/92)    0.484  (m)            1.59   (f) ADJ UNCH    1 2
 DY0100
 DY0100.Superseded values are not recommended for survey control.
 DY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0100.See file dsdata.txt to determine how the superseded data were derived.
 DY0100
 DY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT880373(NAD 83)
 DY0100_MARKER: DD = SURVEY DISK
 DY0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0100_SP_SET: CURB
 DY0100_STAMPING: 339
 DY0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0100
 DY0100  HISTORY     - Date     Condition        Report By
 DY0100  HISTORY     - UNK      MONUMENTED       CA1970
 DY0100  HISTORY     - 1954     GOOD             NGS
 DY0100  HISTORY     - 1964     MARK NOT FOUND   USGS
 DY0100
 DY0100                          STATION DESCRIPTION
 DY0100
 DY0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0100'AT LONG BEACH.
 DY0100'AT LONG BEACH, AT LONG BEACH INNER HARBOR, AT THE NORTHEAST
 DY0100'CORNER OF THE INTERSECTION OF THIRD STREET AND MITCHELL AVENUE,
 DY0100'IN THE TOP OF THE EAST CONCRETE CURB OF THE AVENUE, 34.1 FEET
 DY0100'NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BUILDING
 DY0100'HOUSING THE SO. TERMINALS CO. SHIPPING AGENTS AND CARGO
 DY0100'INSPECTION BUREAU, 29.7 FEET SOUTH OF THE CENTER OF THE TOP
 DY0100'OF A FIRE HYDRANT, 9.0 FEET WEST OF THE WEST WALL OF THE
 DY0100'BUILDING, AND 1/2 FOOT HIGHER THAN THE AVENUE.
 DY0100
 DY0100                          STATION RECOVERY (1964)
 DY0100
 DY0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0447 ***********************************************************************
 EW0447  DESIGNATION -  339.0 B DWR
 EW0447  PID         -  EW0447
 EW0447  STATE/COUNTY-  CA/LOS ANGELES
 EW0447  USGS QUAD   -  RITTER RIDGE (1974)
 EW0447
 EW0447                         *CURRENT SURVEY CONTROL
 EW0447  ___________________________________________________________________
 EW0447* NAD 83(1986)-  34 36 49.     (N)    118 13 03.     (W)     SCALED    
 EW0447* NAVD 88     -       899.58   (+/-2cm)    2951.4    (feet)  VERTCON   
 EW0447  ___________________________________________________________________
 EW0447  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0447
 EW0447.The horizontal coordinates were scaled from a topographic map and have
 EW0447.an estimated accuracy of +/- 6 seconds.
 EW0447
 EW0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0447.The vertical order pertains to the NGVD 29 superseded value.
 EW0447
 EW0447.The geoid height was determined by GEOID03.
 EW0447
 EW0447;                    North         East    Units  Estimated Accuracy
 EW0447;SPC CA 5     -   623,550.    1,980,050.      MT  (+/- 180 meters Scaled)
 EW0447
 EW0447                          SUPERSEDED SURVEY CONTROL
 EW0447
 EW0447  NGVD 29 (??/??/92)  898.702  (m)         2948.49   (f) ADJ UNCH    2 0
 EW0447
 EW0447.Superseded values are not recommended for survey control.
 EW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0447.See file dsdata.txt to determine how the superseded data were derived.
 EW0447
 EW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU883308(NAD 83)
 EW0447_MARKER: DD = SURVEY DISK
 EW0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0447_SP_SET: CONCRETE LINING
 EW0447_STAMPING: 339.0 B 1971
 EW0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0447
 EW0447  HISTORY     - Date     Condition        Report By
 EW0447  HISTORY     - 1971     MONUMENTED       CADWR
 EW0447  HISTORY     - 1971     GOOD             NGS
 EW0447
 EW0447                          STATION DESCRIPTION
 EW0447
 EW0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0447'36 MI SE FROM PORTER TUNNEL.
 EW0447'36.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0447'PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE THE PAINTED MILEAGE
 EW0447'339.00, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW0447'AQUEDUCT, 91 FEET NORTHWEST OF BENCH MARK 339.01 B (DWR), AND
 EW0447'ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 13,
 EW0447'T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0448 ***********************************************************************
 EW0448  DESIGNATION -  339.01 B DWR
 EW0448  PID         -  EW0448
 EW0448  STATE/COUNTY-  CA/LOS ANGELES
 EW0448  USGS QUAD   -  RITTER RIDGE (1974)
 EW0448
 EW0448                         *CURRENT SURVEY CONTROL
 EW0448  ___________________________________________________________________
 EW0448* NAD 83(1986)-  34 36 49.     (N)    118 13 01.     (W)     SCALED    
 EW0448* NAVD 88     -       899.51   (+/-2cm)    2951.1    (feet)  VERTCON   
 EW0448  ___________________________________________________________________
 EW0448  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0448
 EW0448.The horizontal coordinates were scaled from a topographic map and have
 EW0448.an estimated accuracy of +/- 6 seconds.
 EW0448
 EW0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0448.The vertical order pertains to the NGVD 29 superseded value.
 EW0448
 EW0448.The geoid height was determined by GEOID03.
 EW0448
 EW0448;                    North         East    Units  Estimated Accuracy
 EW0448;SPC CA 5     -   623,550.    1,980,100.      MT  (+/- 180 meters Scaled)
 EW0448
 EW0448                          SUPERSEDED SURVEY CONTROL
 EW0448
 EW0448  NGVD 29 (??/??/92)  898.636  (m)         2948.27   (f) ADJ UNCH    2 0
 EW0448
 EW0448.Superseded values are not recommended for survey control.
 EW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0448.See file dsdata.txt to determine how the superseded data were derived.
 EW0448
 EW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU884308(NAD 83)
 EW0448_MARKER: DD = SURVEY DISK
 EW0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0448_SP_SET: CONCRETE LINING
 EW0448_STAMPING: MILE 339.01 B
 EW0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0448
 EW0448  HISTORY     - Date     Condition        Report By
 EW0448  HISTORY     - UNK      MONUMENTED       CADWR
 EW0448  HISTORY     - 1971     GOOD             NGS
 EW0448
 EW0448                          STATION DESCRIPTION
 EW0448
 EW0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0448'36 MI SE FROM PORTER TUNNEL.
 EW0448'36.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0448'PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0448'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0448'OF THE AQUEDUCT, 91 FEET SOUTHEAST OF PAINTED AQUEDUCT MILEAGE
 EW0448'AND BENCH MARK 339.0 B (DWR), AND ABOUT 6 FEET LOWER THAN THE
 EW0448'NORTHEAST LEVEE ROAD.  SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6495 ***********************************************************************
 EW6495  DESIGNATION -  339.2 C DWR
 EW6495  PID         -  EW6495
 EW6495  STATE/COUNTY-  CA/LOS ANGELES
 EW6495  USGS QUAD   -  LANCASTER WEST (1974)
 EW6495
 EW6495                         *CURRENT SURVEY CONTROL
 EW6495  ___________________________________________________________________
 EW6495* NAD 83(1986)-  34 37 33.     (N)    118 14 13.     (W)     SCALED    
 EW6495* NAVD 88     -       881.91   (+/-2cm)    2893.4    (feet)  VERTCON   
 EW6495  ___________________________________________________________________
 EW6495  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EW6495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6495
 EW6495.The horizontal coordinates were scaled from a topographic map and have
 EW6495.an estimated accuracy of +/- 6 seconds.
 EW6495
 EW6495.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6495.The vertical order pertains to the NGVD 29 superseded value.
 EW6495
 EW6495.The geoid height was determined by GEOID03.
 EW6495
 EW6495;                    North         East    Units  Estimated Accuracy
 EW6495;SPC CA 5     -   624,910.    1,978,270.      MT  (+/- 180 meters Scaled)
 EW6495
 EW6495                          SUPERSEDED SURVEY CONTROL
 EW6495
 EW6495  NGVD 29 (??/??/92)  881.031  (m)         2890.52   (f) ADJ UNCH    2 0
 EW6495
 EW6495.Superseded values are not recommended for survey control.
 EW6495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6495.See file dsdata.txt to determine how the superseded data were derived.
 EW6495
 EW6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU866322(NAD 83)
 EW6495_MARKER: DD = SURVEY DISK
 EW6495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6495_STAMPING: 339.2 C 1968
 EW6495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6495+STABILITY: SURFACE MOTION
 EW6495
 EW6495  HISTORY     - Date     Condition        Report By
 EW6495  HISTORY     - 1968     MONUMENTED       CADWR
 EW6495  HISTORY     - 1971     GOOD             NGS
 EW6495
 EW6495                          STATION DESCRIPTION
 EW6495
 EW6495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6495'34.2 MI SE FROM PORTER TUNNEL.
 EW6495'34.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW6495'SOUTH PORTAL OF THE PORTER TUNNEL, ABOUT 250 FEET EAST-NORTHEAST
 EW6495'AND ACROSS THE NORTHEAST LEVEE FROM BENCH MARK 337.3 B (DWR),
 EW6495'0.6 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.6 FEET
 EW6495'NORTHWEST OF A WITNESS POST, ABOUT 55 FEET LOWER THAN THE
 EW6495'NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW6495'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 10, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0445 ***********************************************************************
 EW0445  DESIGNATION -  339.4 B DWR
 EW0445  PID         -  EW0445
 EW0445  STATE/COUNTY-  CA/LOS ANGELES
 EW0445  USGS QUAD   -  RITTER RIDGE (1974)
 EW0445
 EW0445                         *CURRENT SURVEY CONTROL
 EW0445  ___________________________________________________________________
 EW0445* NAD 83(1986)-  34 36 39.     (N)    118 12 44.     (W)     SCALED    
 EW0445* NAVD 88     -       899.45   (+/-2cm)    2950.9    (feet)  VERTCON   
 EW0445  ___________________________________________________________________
 EW0445  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0445
 EW0445.The horizontal coordinates were scaled from a topographic map and have
 EW0445.an estimated accuracy of +/- 6 seconds.
 EW0445
 EW0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0445.The vertical order pertains to the NGVD 29 superseded value.
 EW0445
 EW0445.The geoid height was determined by GEOID03.
 EW0445
 EW0445;                    North         East    Units  Estimated Accuracy
 EW0445;SPC CA 5     -   623,240.    1,980,540.      MT  (+/- 180 meters Scaled)
 EW0445
 EW0445                          SUPERSEDED SURVEY CONTROL
 EW0445
 EW0445  NGVD 29 (??/??/92)  898.576  (m)         2948.08   (f) ADJ UNCH    2 0
 EW0445
 EW0445.Superseded values are not recommended for survey control.
 EW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0445.See file dsdata.txt to determine how the superseded data were derived.
 EW0445
 EW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU888305(NAD 83)
 EW0445_MARKER: DD = SURVEY DISK
 EW0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0445_SP_SET: CONCRETE LINING
 EW0445_STAMPING: MILE 339.4 B
 EW0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0445
 EW0445  HISTORY     - Date     Condition        Report By
 EW0445  HISTORY     - UNK      MONUMENTED       CADWR
 EW0445  HISTORY     - 1971     GOOD             NGS
 EW0445
 EW0445                          STATION DESCRIPTION
 EW0445
 EW0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0445'36.4 MI SE FROM PORTER TUNNEL.
 EW0445'36.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0445'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0445'UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0445'OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0445'LEVEE ROAD.  SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0443 ***********************************************************************
 EW0443  DESIGNATION -  339.7 B DWR
 EW0443  PID         -  EW0443
 EW0443  STATE/COUNTY-  CA/LOS ANGELES
 EW0443  USGS QUAD   -  RITTER RIDGE (1974)
 EW0443
 EW0443                         *CURRENT SURVEY CONTROL
 EW0443  ___________________________________________________________________
 EW0443* NAD 83(1986)-  34 36 35.     (N)    118 12 27.     (W)     SCALED    
 EW0443* NAVD 88     -       899.49   (+/-2cm)    2951.1    (feet)  VERTCON   
 EW0443  ___________________________________________________________________
 EW0443  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0443
 EW0443.The horizontal coordinates were scaled from a topographic map and have
 EW0443.an estimated accuracy of +/- 6 seconds.
 EW0443
 EW0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0443.The vertical order pertains to the NGVD 29 superseded value.
 EW0443
 EW0443.The geoid height was determined by GEOID03.
 EW0443
 EW0443;                    North         East    Units  Estimated Accuracy
 EW0443;SPC CA 5     -   623,120.    1,980,970.      MT  (+/- 180 meters Scaled)
 EW0443
 EW0443                          SUPERSEDED SURVEY CONTROL
 EW0443
 EW0443  NGVD 29 (??/??/92)  898.618  (m)         2948.22   (f) ADJ UNCH    2 0
 EW0443
 EW0443.Superseded values are not recommended for survey control.
 EW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0443.See file dsdata.txt to determine how the superseded data were derived.
 EW0443
 EW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU892304(NAD 83)
 EW0443_MARKER: DD = SURVEY DISK
 EW0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0443_SP_SET: CONCRETE LINING
 EW0443_STAMPING: MILE 339.7 B
 EW0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0443
 EW0443  HISTORY     - Date     Condition        Report By
 EW0443  HISTORY     - UNK      MONUMENTED       CADWR
 EW0443  HISTORY     - 1971     GOOD             NGS
 EW0443
 EW0443                          STATION DESCRIPTION
 EW0443
 EW0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0443'36.8 MI SE FROM PORTER TUNNEL.
 EW0443'36.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0443'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0443'UNDER THE AQUEDUCT, IN THE TOP OF THE NROTHEAST CONCRETE LINING
 EW0443'OF THE AQUEDUCT, 78 FEET NORTHWEST OF A POINT IN LINE WITN THE
 EW0443'CENTER OF A STEEL LADDER ON THE SOUTHWEST LINING, AND ABOUT 6
 EW0443'FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0442 ***********************************************************************
 EW0442  DESIGNATION -  339.8 B DWR
 EW0442  PID         -  EW0442
 EW0442  STATE/COUNTY-  CA/LOS ANGELES
 EW0442  USGS QUAD   -  RITTER RIDGE (1974)
 EW0442
 EW0442                         *CURRENT SURVEY CONTROL
 EW0442  ___________________________________________________________________
 EW0442* NAD 83(1986)-  34 36 30.     (N)    118 12 23.     (W)     SCALED    
 EW0442* NAVD 88     -       899.49   (+/-2cm)    2951.1    (feet)  VERTCON   
 EW0442  ___________________________________________________________________
 EW0442  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0442
 EW0442.The horizontal coordinates were scaled from a topographic map and have
 EW0442.an estimated accuracy of +/- 6 seconds.
 EW0442
 EW0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0442.The vertical order pertains to the NGVD 29 superseded value.
 EW0442
 EW0442.The geoid height was determined by GEOID03.
 EW0442
 EW0442;                    North         East    Units  Estimated Accuracy
 EW0442;SPC CA 5     -   622,960.    1,981,070.      MT  (+/- 180 meters Scaled)
 EW0442
 EW0442                          SUPERSEDED SURVEY CONTROL
 EW0442
 EW0442  NGVD 29 (??/??/92)  898.620  (m)         2948.22   (f) ADJ UNCH    2 0
 EW0442
 EW0442.Superseded values are not recommended for survey control.
 EW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0442.See file dsdata.txt to determine how the superseded data were derived.
 EW0442
 EW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU893302(NAD 83)
 EW0442_MARKER: DD = SURVEY DISK
 EW0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0442_SP_SET: CONCRETE LINING
 EW0442_STAMPING: MILE 339.8 B
 EW0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0442
 EW0442  HISTORY     - Date     Condition        Report By
 EW0442  HISTORY     - UNK      MONUMENTED       CADWR
 EW0442  HISTORY     - 1971     GOOD             NGS
 EW0442
 EW0442                          STATION DESCRIPTION
 EW0442
 EW0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0442'36.9 MI SE FROM PORTER TUNNEL.
 EW0442'36.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0442'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN STRUCTURE
 EW0442'UNDER THE AQUEDUCT, IN THE TOP OF THE NROTHEAST CONCRETE LINING
 EW0442'OF THE AQUEDUCT, 13 FEET NORTHWEST OF THE CENTER OF A STEEL
 EW0442'LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0442'SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0540 ***********************************************************************
 HT0540  DESIGNATION -  34
 HT0540  PID         -  HT0540
 HT0540  STATE/COUNTY-  CA/SAN MATEO
 HT0540  USGS QUAD   -  MONTARA MOUNTAIN (1997)
 HT0540
 HT0540                         *CURRENT SURVEY CONTROL
 HT0540  ___________________________________________________________________
 HT0540* NAD 83(1986)-  37 37 16.     (N)    122 22 39.     (W)     SCALED    
 HT0540* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 HT0540  ___________________________________________________________________
 HT0540  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0540
 HT0540.This mark is at San Francisco Intl Airport (SFO)
 HT0540
 HT0540.The horizontal coordinates were scaled from a topographic map and have
 HT0540.an estimated accuracy of +/- 6 seconds.
 HT0540
 HT0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0540.The vertical order pertains to the NGVD 29 superseded value.
 HT0540
 HT0540.The geoid height was determined by GEOID03.
 HT0540
 HT0540;                    North         East    Units  Estimated Accuracy
 HT0540;SPC CA 3     -   626,080.    1,834,270.      MT  (+/- 180 meters Scaled)
 HT0540
 HT0540                          SUPERSEDED SURVEY CONTROL
 HT0540
 HT0540  NGVD 29 (??/??/92)    1.242  (m)            4.07   (f) ADJ UNCH    1 2
 HT0540
 HT0540.Superseded values are not recommended for survey control.
 HT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0540.See file dsdata.txt to determine how the superseded data were derived.
 HT0540
 HT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG549639(NAD 83)
 HT0540_MARKER: Z = SEE DESCRIPTION
 HT0540_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 HT0540_SP_SET: 60 FT IRON PIPE
 HT0540_MARK LOGO: USE   
 HT0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0540
 HT0540  HISTORY     - Date     Condition        Report By
 HT0540  HISTORY     - UNK      MONUMENTED       DOD
 HT0540  HISTORY     - 1956     GOOD             NGS
 HT0540  HISTORY     - 1977     GOOD             NGS
 HT0540  HISTORY     - 1986     GOOD             NGS
 HT0540
 HT0540                          STATION DESCRIPTION
 HT0540
 HT0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0540'AT SAN FRANCISCO AIRPORT.
 HT0540'AT THE SAN FRANCISCO INTERNATIONAL AIRPORT, 0.3 MILE NORTHEAST
 HT0540'ACROSS COUNTRY FROM THE NEW TERMINAL BUILDING, AT THE CROSSING
 HT0540'OF TAXIWAY NO. 3, BETWEEN RUNWAYS 10L AND 10R, 285 FEET NORTHEAST
 HT0540'OF THE NORTHEAST EDGE OF RUNWAY 10R, 213 FEET SOUTHWEST OF THE
 HT0540'SOUTHWEST EDGE OF RUNWAY 10L, 91 FEET NORTHWEST OF THE NORTHWEST
 HT0540'EDGE OF THE TAXIWAY, 5.5 FEET SOUTHWEST OF A BLACK AND YELLOW
 HT0540'STRIPPED 4- BY 4-INCH POST, ABOUT 1 FOOT LOWER THAN THE RUNWAY,
 HT0540'AND ABOUT 1 FOOT UNDERGROUND.  NOTE-- THE TOP OF A 1-INCH IRON
 HT0540'PIPE DROVE 60-FEET INTO THE GROUND, ACCESS TO WHICH IS HAD
 HT0540'THROUGH AN 8-INCH CLAY PIPE WITH A 10-INCH CONCRETE LID.
 HT0540
 HT0540                          STATION RECOVERY (1977)
 HT0540
 HT0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0540'AT THE SAN FRANCISCO INTL AIRPORT, 0.3 MILE NORTHEAST ACROSS COUNTRY
 HT0540'FROM THE NEW TERMINAL BUILDING, AT THE CROSSING OF TAXIWAY NO. E,
 HT0540'BETWEEN RUNWAYS 10L AND 10R, 285 FEET NORTHEAST OF THE NORTHEAST EDGE
 HT0540'OF RUNWAY 10R, 213 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 HT0540'10L, 91 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY NO.E,
 HT0540'ABOUT 1 FOOT LOWER THAN THE RUNWAY, AND ABOUT 1 FOOT UNDERGROUND,
 HT0540'SOUTH OF TAXIWAY NO. T. NOTE-- THE TOP OF A 1 INCH IRON PIPE DROVE 60
 HT0540'FEET INTO THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN 8 INCH CLAY
 HT0540'PIPE WITH A 10 INCH CONCRETE LID.
 HT0540
 HT0540                          STATION RECOVERY (1986)
 HT0540
 HT0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0540'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN SAN FRANCISCO
 HT0540'INTERNATIONAL AIRPORT, ABOUT 1.0 KM (0.6 MI) NORTHEAST OF THE MAIN
 HT0540'TERMINAL PARKING GARAGE, 28.1 METERS (92.2 FT) NORTHWEST OF THE
 HT0540'NORTHWEST PAINTED EDGE OF TAXIWAY E, 34.5 METERS (113 FT) NORTH OF THE
 HT0540'WEST OF A 28L-10R RUNWAY SIGN, 25.1 METERS (82.3 FT) WEST-SOUTHWEST OF
 HT0540'THE SOUTHERNMOST 1 OF 5 BLUE TAXI LIGHTS, BETWEEN 2 WITNESS POSTS.
 HT0540'NOTE--THE MARK IS THE TOP OF A 1-INCH IRON PIPE SET 60 FT DEEP AND
 HT0540'FLUSH WITH THE GROUND.
 HT0540'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8691 ***********************************************************************
 AB8691  DESIGNATION -  34
 AB8691  PID         -  AB8691
 AB8691  STATE/COUNTY-  CA/ORANGE
 AB8691  USGS QUAD   -  YORBA LINDA (1981)
 AB8691
 AB8691                         *CURRENT SURVEY CONTROL
 AB8691  ___________________________________________________________________
 AB8691* NAD 83(1986)-  33 54 36.     (N)    117 49 29.     (W)     SCALED    
 AB8691* NAVD 88     -       194.842  (meters)     639.24   (feet)  ADJUSTED  
 AB8691  ___________________________________________________________________
 AB8691  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AB8691  DYNAMIC HT  -         194.631 (meters)     638.55  (feet)  COMP
 AB8691  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 AB8691
 AB8691  VERT ORDER  -  THIRD
 AB8691
 AB8691.The horizontal coordinates were scaled from a topographic map and have
 AB8691.an estimated accuracy of +/- 6 seconds.
 AB8691
 AB8691.The orthometric height was determined by differential leveling
 AB8691.and adjusted in February 1997.
 AB8691
 AB8691.The geoid height was determined by GEOID03.
 AB8691
 AB8691.The dynamic height is computed by dividing the NAVD 88
 AB8691.geopotential number by the normal gravity value computed on the
 AB8691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8691.degrees latitude (g = 980.6199 gals.).
 AB8691
 AB8691.The modeled gravity was interpolated from observed gravity values.
 AB8691
 AB8691;                    North         East    Units  Estimated Accuracy
 AB8691;SPC CA 6     -   694,450.    1,854,370.      MT  (+/- 180 meters Scaled)
 AB8691
 AB8691                          SUPERSEDED SURVEY CONTROL
 AB8691
 AB8691.No superseded survey control is available for this station.
 AB8691
 AB8691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT237524(NAD 83)
 AB8691_MARKER: N = NAIL
 AB8691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB8691_SP_SET: CURB
 AB8691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8691+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1994
 AB8691
 AB8691  HISTORY     - Date     Condition        Report By
 AB8691  HISTORY     - 1966     MONUMENTED       MWDSC
 AB8691  HISTORY     - 19940324 GOOD             MWDSC
 AB8691
 AB8691                          STATION DESCRIPTION
 AB8691
 AB8691'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8691'YORBA LINDA, FROM THE INTERSECTION OF VALLEY VIEW AVE AND BROOKLYN AVE
 AB8691'AT THE ENTRANCE ROAD TO METROPOLITAN WATER DISTRICT DIEMER FILTRATION
 AB8691'PLANT, PROCEED ALONG ACCESS ROAD 0.8 MILES (1.3 KM) UPHILL TO ENTRANCE
 AB8691'GATE, APPROXIMATELY 60 FEET (18.3 M) EAST OF ENTRANCE GATE ON 2.8 FEET
 AB8691'(0.9 M) WIDE CENTER ISLAND, A PK NAIL IN TOP OF SOUTH CURB AT EAST END
 AB8691'OF ISLAND, 1.4 FEET (0.4 M) SOUTH OF 16 FT (4.9 M) HIGH LIGHT
 AB8691'STANDARD.  REFERENCE MWD FB 2205 03 039.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9063 ***********************************************************************
 JT9063  DESIGNATION -  34 1
 JT9063  PID         -  JT9063
 JT9063  STATE/COUNTY-  CA/NAPA
 JT9063  USGS QUAD   -  NAPA (1980)
 JT9063
 JT9063                         *CURRENT SURVEY CONTROL
 JT9063  ___________________________________________________________________
 JT9063* NAD 83(1986)-  38 18 36.     (N)    122 16 40.     (W)     SCALED    
 JT9063* NAVD 88     -        11.73   (+/-2cm)      38.5    (feet)  VERTCON   
 JT9063  ___________________________________________________________________
 JT9063  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9063  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9063
 JT9063.The horizontal coordinates were scaled from a topographic map and have
 JT9063.an estimated accuracy of +/- 6 seconds.
 JT9063
 JT9063.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9063.The vertical order pertains to the NGVD 29 superseded value.
 JT9063
 JT9063.The geoid height was determined by GEOID03.
 JT9063
 JT9063;                    North         East    Units  Estimated Accuracy
 JT9063;SPC CA 2     -   571,450.    1,975,710.      MT  (+/- 180 meters Scaled)
 JT9063
 JT9063                          SUPERSEDED SURVEY CONTROL
 JT9063
 JT9063  NGVD 29 (??/??/92)   10.94   (m)           35.9    (f) COMPUTED    2 2
 JT9063
 JT9063.Superseded values are not recommended for survey control.
 JT9063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9063.See file dsdata.txt to determine how the superseded data were derived.
 JT9063
 JT9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631404(NAD 83)
 JT9063_MARKER: DD = SURVEY DISK
 JT9063_SETTING: 0 = UNSPECIFIED SETTING
 JT9063_MARK LOGO: CA2330
 JT9063_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9063
 JT9063  HISTORY     - Date     Condition        Report By
 JT9063  HISTORY     - 1971     MONUMENTED       CA2330
 JT9063
 JT9063                          STATION DESCRIPTION
 JT9063
 JT9063'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9063'AT INTERSECTION OF LINCOLN AVENUE AND NAPA RIVER BRIDGE, A BRASS CAP
 JT9063'IN THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9030 ***********************************************************************
 DY9030  DESIGNATION -  34 12 LA CO
 DY9030  PID         -  DY9030
 DY9030  STATE/COUNTY-  CA/LOS ANGELES
 DY9030  USGS QUAD   -  SAN PEDRO (1981)
 DY9030
 DY9030                         *CURRENT SURVEY CONTROL
 DY9030  ___________________________________________________________________
 DY9030* NAD 83(1986)-  33 43 49.     (N)    118 20 16.     (W)     SCALED    
 DY9030* NAVD 88     -       127.91   (+/-2cm)     419.7    (feet)  VERTCON   
 DY9030  ___________________________________________________________________
 DY9030  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DY9030  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9030
 DY9030.The horizontal coordinates were scaled from a topographic map and have
 DY9030.an estimated accuracy of +/- 6 seconds.
 DY9030
 DY9030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9030.The vertical order pertains to the NGVD 29 superseded value.
 DY9030
 DY9030.The geoid height was determined by GEOID03.
 DY9030
 DY9030;                    North         East    Units  Estimated Accuracy
 DY9030;SPC CA 5     -   525,600.    1,968,690.      MT  (+/- 180 meters Scaled)
 DY9030
 DY9030                          SUPERSEDED SURVEY CONTROL
 DY9030
 DY9030  NGVD 29 (??/??/92)  127.17   (m)          417.2    (f) COMPUTED    1 1
 DY9030
 DY9030.Superseded values are not recommended for survey control.
 DY9030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9030.See file dsdata.txt to determine how the superseded data were derived.
 DY9030
 DY9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760330(NAD 83)
 DY9030_MARKER: DD = SURVEY DISK
 DY9030_SETTING: 0 = UNSPECIFIED SETTING
 DY9030_STAMPING: RE 2177
 DY9030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9030
 DY9030  HISTORY     - Date     Condition        Report By
 DY9030  HISTORY     - UNK      MONUMENTED       CA-037
 DY9030  HISTORY     - 1973     GOOD             CA-037
 DY9030
 DY9030                          STATION DESCRIPTION
 DY9030
 DY9030'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9030'IN PALOS VERDES PENINSULA.
 DY9030'PALOS VERDES DRIVE SOUTH, PALOS VERDES DRIVE EAST AND 25TH STREET,
 DY9030'148.0 FEET NORTHWESTERLY, OF STREET LIGHT POLE NO. 1084293E, 40.0 FEET
 DY9030'SOUTHWESTERLY OF THE PROJECTION OF THE CENTERLINE OF PALOS VERDES
 DY9030'DRIVE EAST, 28.0 FEET SOUTHEASTERLY OF STREET LIGHT POLE NO. 1084294E
 DY9030'AND 2.0 FEET NORTH OF A 2 INCH DIAMETER PIPE WITNESS MARKER, SET ABOUT
 DY9030'18 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9028 ***********************************************************************
 DY9028  DESIGNATION -  34 15 A LA CO
 DY9028  PID         -  DY9028
 DY9028  STATE/COUNTY-  CA/LOS ANGELES
 DY9028  USGS QUAD   -  SAN PEDRO (1981)
 DY9028
 DY9028                         *CURRENT SURVEY CONTROL
 DY9028  ___________________________________________________________________
 DY9028* NAD 83(1986)-  33 44 06.     (N)    118 21 15.     (W)     SCALED    
 DY9028* NAVD 88     -        71.14   (+/-2cm)     233.4    (feet)  VERTCON   
 DY9028  ___________________________________________________________________
 DY9028  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DY9028  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9028
 DY9028.The horizontal coordinates were scaled from a topographic map and have
 DY9028.an estimated accuracy of +/- 6 seconds.
 DY9028
 DY9028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9028.The vertical order pertains to the NGVD 29 superseded value.
 DY9028
 DY9028.The geoid height was determined by GEOID03.
 DY9028
 DY9028;                    North         East    Units  Estimated Accuracy
 DY9028;SPC CA 5     -   526,130.    1,967,180.      MT  (+/- 180 meters Scaled)
 DY9028
 DY9028                          SUPERSEDED SURVEY CONTROL
 DY9028
 DY9028  NGVD 29 (??/??/92)   70.39   (m)          230.9    (f) COMPUTED    1 1
 DY9028
 DY9028.Superseded values are not recommended for survey control.
 DY9028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9028.See file dsdata.txt to determine how the superseded data were derived.
 DY9028
 DY9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT745335(NAD 83)
 DY9028_MARKER: S = SPIKE
 DY9028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9028_SP_SET: CURB
 DY9028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9028
 DY9028  HISTORY     - Date     Condition        Report By
 DY9028  HISTORY     - UNK      MONUMENTED       CGS
 DY9028  HISTORY     - 1973     GOOD             CA-037
 DY9028  HISTORY     - 20071216 GOOD             GEOCAC
 DY9028
 DY9028                          STATION DESCRIPTION
 DY9028
 DY9028'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9028'IN PALOS VERDES PENINSULA.
 DY9028'PALOS VERDES DRIVE SOUTH AND SCHOONER DRIVE, IN THE SOUTHEAST CORNER,
 DY9028'54.4 FEET SOUTHERLY OF THE CENTERLINE OF PALOS VERDES DRIVE SOUTH,
 DY9028'35.0 FEET EASTERLY OF THE CENTERLINE OF SCHOONER DRIVE AND 1.4 FEET
 DY9028'EASTERLY OF THE SOUTHEAST CURB RETURN, SET IN TOP OF CURB.
 DY9028
 DY9028                          STATION RECOVERY (2007)
 DY9028
 DY9028'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY9028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9026 ***********************************************************************
 DY9026  DESIGNATION -  34 18
 DY9026  PID         -  DY9026
 DY9026  STATE/COUNTY-  CA/LOS ANGELES
 DY9026  USGS QUAD   -  SAN PEDRO (1981)
 DY9026
 DY9026                         *CURRENT SURVEY CONTROL
 DY9026  ___________________________________________________________________
 DY9026* NAD 83(1986)-  33 44 28.     (N)    118 22 24.     (W)     SCALED    
 DY9026* NAVD 88     -        51.139  (meters)     167.78   (feet)  ADJUSTED  
 DY9026  ___________________________________________________________________
 DY9026  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DY9026  DYNAMIC HT  -          51.087 (meters)     167.61  (feet)  COMP
 DY9026  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 DY9026
 DY9026  VERT ORDER  -  FIRST     CLASS I
 DY9026
 DY9026.The horizontal coordinates were scaled from a topographic map and have
 DY9026.an estimated accuracy of +/- 6 seconds.
 DY9026
 DY9026.The orthometric height was determined by differential leveling
 DY9026.and adjusted in June 1995.
 DY9026.WARNING-Repeat measurements at this control monument indicate possible
 DY9026.vertical movement.
 DY9026
 DY9026.The geoid height was determined by GEOID03.
 DY9026
 DY9026.The dynamic height is computed by dividing the NAVD 88
 DY9026.geopotential number by the normal gravity value computed on the
 DY9026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9026.degrees latitude (g = 980.6199 gals.).
 DY9026
 DY9026.The modeled gravity was interpolated from observed gravity values.
 DY9026
 DY9026;                    North         East    Units  Estimated Accuracy
 DY9026;SPC CA 5     -   526,810.    1,965,400.      MT  (+/- 180 meters Scaled)
 DY9026
 DY9026                          SUPERSEDED SURVEY CONTROL
 DY9026
 DY9026  NAVD 88 (06/15/91)   51.147  (m)          167.80   (f) UNKNOWN     1 1
 DY9026  NGVD 29 (??/??/92)   51.315  (m)          168.36   (f) ADJ UNCH    1 1
 DY9026
 DY9026.Superseded values are not recommended for survey control.
 DY9026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9026.See file dsdata.txt to determine how the superseded data were derived.
 DY9026
 DY9026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727342(NAD 83)
 DY9026_MARKER: DD = SURVEY DISK
 DY9026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY9026_SP_SET: CONCRETE POST
 DY9026_STAMPING: BM 34-18 1953 63
 DY9026_MARK LOGO: CA-037
 DY9026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9026+STABILITY: SURFACE MOTION
 DY9026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9026+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 DY9026
 DY9026  HISTORY     - Date     Condition        Report By
 DY9026  HISTORY     - 1953     MONUMENTED       CA-037
 DY9026  HISTORY     - 1973     GOOD             CA-037
 DY9026  HISTORY     - 1978     GOOD             NGS
 DY9026  HISTORY     - 19890525 GOOD             NGS
 DY9026  HISTORY     - 19940710 GOOD             NGS
 DY9026
 DY9026                          STATION DESCRIPTION
 DY9026
 DY9026'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9026'IN PALOS VERDES PENINSULA.
 DY9026'PALOS VERDES DRIVE SOUTH AND MARCISSA DRIVE, IN FRONT OF VILLA PALOS
 DY9026'VERDES, 87.0 FEET SOUTHEASTERLY OF THE SOUTHEASTERLY END OF THE
 DY9026'NARCISSA DRIVE GATE AND 3.2 FEET SOUTHWESTERLY OF THE WALL, SET FLUSH
 DY9026'WITH THE SURFACE.
 DY9026
 DY9026                          STATION RECOVERY (1978)
 DY9026
 DY9026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9026'RECOVERED IN GOOD CONDITION.
 DY9026
 DY9026                          STATION RECOVERY (1989)
 DY9026
 DY9026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9026'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--20.3
 DY9026'M (66.6 FT) NORTHEAST OF THE CENTER OF PALOS VERDES DRIVE SOUTH, AND
 DY9026'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE DRIVE.  CHANGE--FLUSH WITH, TO
 DY9026'RECESSED 0.05 M (0.2 FT).
 DY9026
 DY9026                          STATION RECOVERY (1994)
 DY9026
 DY9026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9026'6.4 KM (3.95 MI) WESTERLY ALONG 25TH STREET AND THEN PALOS VERDES
 DY9026'DRIVE SOUTH FROM THE JUNCTION OF WESTERN AVENUE IN SAN PEDRO, 22.1 M
 DY9026'(72.5 FT) SOUTHEAST OF THE CENTERLINE OF NARCISSA DRIVE, 19.4 M (63.6
 DY9026'FT) NORTHEAST OF THE CENTERLINE OF THE DRIVE, 1.1 M (3.6 FT) SOUTHWEST
 DY9026'OF A WALL, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE DRIVE, AND THE
 DY9026'MONUMENT IS RECESSED 0.01 M (0.03 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9025 ***********************************************************************
 DY9025  DESIGNATION -  34 19 A
 DY9025  PID         -  DY9025
 DY9025  STATE/COUNTY-  CA/LOS ANGELES
 DY9025  USGS QUAD   -  REDONDO BEACH (1981)
 DY9025
 DY9025                         *CURRENT SURVEY CONTROL
 DY9025  ___________________________________________________________________
 DY9025* NAD 83(1986)-  33 44 34.     (N)    118 22 41.     (W)     SCALED    
 DY9025* NAVD 88     -        53.355  (meters)     175.05   (feet)  READJUSTED
 DY9025  ___________________________________________________________________
 DY9025  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 DY9025  DYNAMIC HT  -          53.300 (meters)     174.87  (feet)  COMP
 DY9025  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DY9025
 DY9025  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DY9025
 DY9025.The horizontal coordinates were scaled from a topographic map and have
 DY9025.an estimated accuracy of +/- 6 seconds.
 DY9025
 DY9025.The orthometric height was determined by differential leveling
 DY9025.and adjusted in February 1993.
 DY9025.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DY9025.distribution rate of 2.1 thru 3.0 mm/km.
 DY9025.The height was derived from older observations constrained to new
 DY9025.heights in a crustal motion area.  The height is approximate in
 DY9025.relation to other heights in its vicinity.
 DY9025
 DY9025.The geoid height was determined by GEOID03.
 DY9025
 DY9025.The dynamic height is computed by dividing the NAVD 88
 DY9025.geopotential number by the normal gravity value computed on the
 DY9025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9025.degrees latitude (g = 980.6199 gals.).
 DY9025
 DY9025.The modeled gravity was interpolated from observed gravity values.
 DY9025
 DY9025;                    North         East    Units  Estimated Accuracy
 DY9025;SPC CA 5     -   527,000.    1,964,970.      MT  (+/- 180 meters Scaled)
 DY9025
 DY9025                          SUPERSEDED SURVEY CONTROL
 DY9025
 DY9025  NGVD 29 (??/??/92)   52.615  (m)          172.62   (f) ADJ UNCH    1 1
 DY9025
 DY9025.Superseded values are not recommended for survey control.
 DY9025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9025.See file dsdata.txt to determine how the superseded data were derived.
 DY9025
 DY9025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723344(NAD 83)
 DY9025_MARKER: DD = SURVEY DISK
 DY9025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9025_SP_SET: CATCH BASIN
 DY9025_STAMPING: BM 34-19 A 1969 5869
 DY9025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9025
 DY9025  HISTORY     - Date     Condition        Report By
 DY9025  HISTORY     - 1969     MONUMENTED       CA-037
 DY9025  HISTORY     - 1973     GOOD             CA-037
 DY9025  HISTORY     - 1978     GOOD             NGS
 DY9025  HISTORY     - 19890601 MARK NOT FOUND   NGS
 DY9025
 DY9025                          STATION DESCRIPTION
 DY9025
 DY9025'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9025'IN PALOS VERDES PENINSULA.
 DY9025'PALOS VERDES DRIVE SOUTH, ABOUT 735 FEET WESTERLY OF THE ENTRANCE
 DY9025'DRIVE TO THE WAYFARERS CHAPEL AND ABOUT 24 FEET NORTHERLY OF THE
 DY9025'CENTER OF THE SOUTH BARREL OF PALOS VERDES DRIVE SOUTH, IN THE CENTER
 DY9025'OF THE BACK EDGE OF A CATCH BASIN.
 DY9025
 DY9025                          STATION RECOVERY (1978)
 DY9025
 DY9025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9025'ADD--CULVERT NUMBER 2.32, 3 FT. NORTHEAST OF BENCH MARK X 1217.
 DY9025
 DY9025                          STATION RECOVERY (1989)
 DY9025
 DY9025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9025'THERE IS A NEW CATCH BASIN AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9024 ***********************************************************************
 DY9024  DESIGNATION -  34 20 B
 DY9024  PID         -  DY9024
 DY9024  STATE/COUNTY-  CA/LOS ANGELES
 DY9024  USGS QUAD   -  REDONDO BEACH (1981)
 DY9024
 DY9024                         *CURRENT SURVEY CONTROL
 DY9024  ___________________________________________________________________
 DY9024* NAD 83(1986)-  33 44 41.     (N)    118 23 03.     (W)     SCALED    
 DY9024* NAVD 88     -        71.588  (meters)     234.87   (feet)  ADJUSTED  
 DY9024  ___________________________________________________________________
 DY9024  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 DY9024  DYNAMIC HT  -          71.515 (meters)     234.63  (feet)  COMP
 DY9024  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 DY9024
 DY9024  VERT ORDER  -  FIRST     CLASS I
 DY9024
 DY9024.The horizontal coordinates were scaled from a topographic map and have
 DY9024.an estimated accuracy of +/- 6 seconds.
 DY9024
 DY9024.The orthometric height was determined by differential leveling
 DY9024.and adjusted in June 1995.
 DY9024.WARNING-Repeat measurements at this control monument indicate possible
 DY9024.vertical movement.
 DY9024
 DY9024.The geoid height was determined by GEOID03.
 DY9024
 DY9024.The dynamic height is computed by dividing the NAVD 88
 DY9024.geopotential number by the normal gravity value computed on the
 DY9024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9024.degrees latitude (g = 980.6199 gals.).
 DY9024
 DY9024.The modeled gravity was interpolated from observed gravity values.
 DY9024
 DY9024;                    North         East    Units  Estimated Accuracy
 DY9024;SPC CA 5     -   527,220.    1,964,400.      MT  (+/- 180 meters Scaled)
 DY9024
 DY9024                          SUPERSEDED SURVEY CONTROL
 DY9024
 DY9024  NAVD 88 (06/15/91)   71.582  (m)          234.85   (f) UNKNOWN     1 1
 DY9024  NGVD 29 (??/??/92)   70.837  (m)          232.40   (f) ADJ UNCH    1 1
 DY9024
 DY9024.Superseded values are not recommended for survey control.
 DY9024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9024.See file dsdata.txt to determine how the superseded data were derived.
 DY9024
 DY9024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT717347(NAD 83)
 DY9024_MARKER: DD = SURVEY DISK
 DY9024_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY9024+WITH SETTING: PAVEMENT
 DY9024_SP_SET: FOOTING
 DY9024_STAMPING: BM 34-20 B 5869
 DY9024_MARK LOGO: CA-037
 DY9024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9024+STABILITY: SURFACE MOTION
 DY9024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9024+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 DY9024
 DY9024  HISTORY     - Date     Condition        Report By
 DY9024  HISTORY     - UNK      MONUMENTED       CA-037
 DY9024  HISTORY     - 1973     GOOD             CA-037
 DY9024  HISTORY     - 1978     GOOD             NGS
 DY9024  HISTORY     - 19890525 GOOD             NGS
 DY9024  HISTORY     - 19940710 GOOD             NGS
 DY9024
 DY9024                          STATION DESCRIPTION
 DY9024
 DY9024'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9024'IN PALOS VERDES PENINSULA.
 DY9024'6124 PALOS VERDES DRIVE SOUTH, LOS ANGELES COUNTY FIRE STATION NO. 53,
 DY9024'IN THE CONCRETE BASE FOR THE FLAG POLE, SET FLUSH WITH THE SURFACE.
 DY9024
 DY9024                          STATION RECOVERY (1978)
 DY9024
 DY9024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9024'RECOVERED IN GOOD CONDITION.
 DY9024
 DY9024                          STATION RECOVERY (1989)
 DY9024
 DY9024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9024'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--IN
 DY9024'THE SOUTHWEST CORNER OF THE BASE, 4.4 M (14.4 FT) EAST OF THE
 DY9024'NORTHEAST CORNER OF THE BUILDING, AND 0.6 M (2.0 FT) ABOVE THE LEVEL
 DY9024'OF THE DRIVEWAY.
 DY9024
 DY9024                          STATION RECOVERY (1994)
 DY9024
 DY9024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9024'7.5 KM (4.65 MI) WESTERLY ALONG 25TH STREET AND THEN PALOS VERDES
 DY9024'DRIVE SOUTH FROM THE INTERSECTION OF WESTERN AVENUE IN SAN PEDRO, NEAR
 DY9024'THE SOUTHEAST CORNER OF THE CONCRETE FOOTING OF THE FLAG POLE AT A LOS
 DY9024'ANGELES COUNTY FIRE STATION NUMBER 53 AT 6124 PALOS VERDES DRIVE
 DY9024'SOUTH, 19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF THE EATBOUND LANES
 DY9024'OF THE DRIVE, 4.4 M (14.4 FT) EAST OF THE NORTHEAST CORNER OF THE
 DY9024'STATION, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE DRIVEWAY TO THE
 DY9024'STATION, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9023 ***********************************************************************
 DY9023  DESIGNATION -  34 24 A
 DY9023  PID         -  DY9023
 DY9023  STATE/COUNTY-  CA/LOS ANGELES
 DY9023  USGS QUAD   -  REDONDO BEACH (1981)
 DY9023
 DY9023                         *CURRENT SURVEY CONTROL
 DY9023  ___________________________________________________________________
 DY9023* NAD 83(1986)-  33 44 28.     (N)    118 24 08.     (W)     SCALED    
 DY9023* NAVD 88     -        48.550  (meters)     159.28   (feet)  ADJUSTED  
 DY9023  ___________________________________________________________________
 DY9023  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 DY9023  DYNAMIC HT  -          48.500 (meters)     159.12  (feet)  COMP
 DY9023  MODELED GRAV-     979,608.9   (mgal)                       NAVD 88
 DY9023
 DY9023  VERT ORDER  -  FIRST     CLASS I
 DY9023
 DY9023.The horizontal coordinates were scaled from a topographic map and have
 DY9023.an estimated accuracy of +/- 6 seconds.
 DY9023
 DY9023.The orthometric height was determined by differential leveling
 DY9023.and adjusted in June 1995.
 DY9023.WARNING-Repeat measurements at this control monument indicate possible
 DY9023.vertical movement.
 DY9023
 DY9023.The geoid height was determined by GEOID03.
 DY9023
 DY9023.The dynamic height is computed by dividing the NAVD 88
 DY9023.geopotential number by the normal gravity value computed on the
 DY9023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9023.degrees latitude (g = 980.6199 gals.).
 DY9023
 DY9023.The modeled gravity was interpolated from observed gravity values.
 DY9023
 DY9023;                    North         East    Units  Estimated Accuracy
 DY9023;SPC CA 5     -   526,820.    1,962,730.      MT  (+/- 180 meters Scaled)
 DY9023
 DY9023                          SUPERSEDED SURVEY CONTROL
 DY9023
 DY9023  NAVD 88 (06/15/91)   48.553  (m)          159.29   (f) UNKNOWN     1 1
 DY9023  NGVD 29 (??/??/92)   47.830  (m)          156.92   (f) ADJ UNCH    1 1
 DY9023
 DY9023.Superseded values are not recommended for survey control.
 DY9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9023.See file dsdata.txt to determine how the superseded data were derived.
 DY9023
 DY9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT701343(NAD 83)
 DY9023_MARKER: DD = SURVEY DISK
 DY9023_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY9023+WITH SETTING: PAVEMENT
 DY9023_SP_SET: FOOTING
 DY9023_STAMPING: BM 34-24A 1960 5869
 DY9023_MARK LOGO: CA-037
 DY9023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9023+STABILITY: SURFACE MOTION
 DY9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9023+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 DY9023
 DY9023  HISTORY     - Date     Condition        Report By
 DY9023  HISTORY     - 1960     MONUMENTED       CA-037
 DY9023  HISTORY     - 1973     GOOD             CA-037
 DY9023  HISTORY     - 1978     GOOD             NGS
 DY9023  HISTORY     - 19890525 GOOD             NGS
 DY9023  HISTORY     - 19940710 GOOD             NGS
 DY9023  HISTORY     - 20080128 MARK NOT FOUND   GEOCAC
 DY9023
 DY9023                          STATION DESCRIPTION
 DY9023
 DY9023'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9023'IN PALOS VERDES PENINSULA.
 DY9023'PALOS VERDES DRIVE SOUTH AT THE WEST ENTRANCE ROAD TO MARINELAND, NEAR
 DY9023'THE CENTER OF A 2 FOOT HIGH 46 FOOT DIAMETER CONCRETE BLOCK CIRCLE
 DY9023'SURROUNDING A FLAG POLE, SET IN THE CONCRETE BASE 1.2 FEET
 DY9023'NORTHWESTERLY OF THE FLAG POLE.
 DY9023
 DY9023                          STATION RECOVERY (1978)
 DY9023
 DY9023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9023'6.9 MILES WEST ALONG 25TH STREET AND PALOS VERDES DRIVE FROM THE
 DY9023'CROSSING OF GAFFEY, LOCATED IN TOP THE FORMER FOUNDATION OF FLAG POLE
 DY9023'BASE, IN THE CENTER OF A BRICK CIRCULAR PLANTER AT THE WEST ENTRANCE
 DY9023'TO MARINELAND, 183 FT. SOUTHWEST OF BM Y 1312 AND OUTCROP, 80 FT.
 DY9023'SOUTH OF THE CENTER LINE LOWER PORTION OF PALOS VERDES DRIVE.
 DY9023
 DY9023                          STATION RECOVERY (1989)
 DY9023
 DY9023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9023'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 DY9023'NOTE--MARINELAND HAS NOW BEEN ABONDONED.
 DY9023
 DY9023                          STATION RECOVERY (1994)
 DY9023
 DY9023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9023'9.2 KM (5.70 MI) WESTERLY ALONG 25TH STREET AND THEN PALOS VERDES
 DY9023'DRIVE SOUTH FROM THE JUNCTION OF WESTERN AVENUE IN SAN PEDRO, NEAR THE
 DY9023'NORTH EDGE OF THE FOOTING FOR A FLAG POLE (POLE REMOVED) IN THE CENTER
 DY9023'OF A PLANTER AT THE WEST ENTRANCE TO MARINE LAND (ABANDONED) , 28.4 M
 DY9023'(93.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE,
 DY9023'13.4 M (44.0 FT) WEST OF THE CENTER OF THE EXIT ROAD, 11.9 M (39.0 FT)
 DY9023'EAST OF THE CENTER OF THE ENTRANCE ROAD, 0.5 M (1.6 FT) ABOVE THE
 DY9023'LEVEL OF THE DRIVE, AND 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 DY9023
 DY9023                          STATION RECOVERY (2008)
 DY9023
 DY9023'RECOVERY NOTE BY GEOCACHING 2008 (WS)
 DY9023'NEW CONSTRUCTION HAS OBLITERATED ANY PRE-EXISTING EARTHWORK STRUCTURES
 DY9023'LEFT OVER FROM THE MARINELAND ERA. A FRESHLY-PAVED LOOP DRIVEWAY WITH
 DY9023'PARKING SLOTS OCCUPIES THE FORMER ENTRANCE. JOB FOREMAN INDICATED THE
 DY9023'AREA WAS REGRADED EXTENSIVELY DURING THE PAVING PROCESS IN JANUARY
 DY9023'2008. THIS MARK HAS LIKELY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9022 ***********************************************************************
 DY9022  DESIGNATION -  34 24 B
 DY9022  PID         -  DY9022
 DY9022  STATE/COUNTY-  CA/LOS ANGELES
 DY9022  USGS QUAD   -  REDONDO BEACH (1981)
 DY9022
 DY9022                         *CURRENT SURVEY CONTROL
 DY9022  ___________________________________________________________________
 DY9022* NAD 83(1986)-  33 44 31.     (N)    118 24 22.     (W)     SCALED    
 DY9022* NAVD 88     -        61.677  (meters)     202.35   (feet)  ADJUSTED  
 DY9022  ___________________________________________________________________
 DY9022  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DY9022  DYNAMIC HT  -          61.614 (meters)     202.15  (feet)  COMP
 DY9022  MODELED GRAV-     979,607.5   (mgal)                       NAVD 88
 DY9022
 DY9022  VERT ORDER  -  FIRST     CLASS I
 DY9022
 DY9022.The horizontal coordinates were scaled from a topographic map and have
 DY9022.an estimated accuracy of +/- 6 seconds.
 DY9022
 DY9022.The orthometric height was determined by differential leveling
 DY9022.and adjusted in June 1995.
 DY9022
 DY9022.The geoid height was determined by GEOID03.
 DY9022
 DY9022.The dynamic height is computed by dividing the NAVD 88
 DY9022.geopotential number by the normal gravity value computed on the
 DY9022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9022.degrees latitude (g = 980.6199 gals.).
 DY9022
 DY9022.The modeled gravity was interpolated from observed gravity values.
 DY9022
 DY9022;                    North         East    Units  Estimated Accuracy
 DY9022;SPC CA 5     -   526,920.    1,962,370.      MT  (+/- 180 meters Scaled)
 DY9022
 DY9022                          SUPERSEDED SURVEY CONTROL
 DY9022
 DY9022  NAVD 88 (06/15/91)   61.675  (m)          202.35   (f) UNKNOWN     1 1
 DY9022  NGVD 29 (??/??/92)   60.930  (m)          199.90   (f) ADJ UNCH    1 1
 DY9022
 DY9022.Superseded values are not recommended for survey control.
 DY9022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9022.See file dsdata.txt to determine how the superseded data were derived.
 DY9022
 DY9022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT697344(NAD 83)
 DY9022_MARKER: DD = SURVEY DISK
 DY9022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY9022_SP_SET: CONCRETE POST
 DY9022_STAMPING: BM 34-24B 1964 5869
 DY9022_MARK LOGO: CA-037
 DY9022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9022+STABILITY: SURFACE MOTION
 DY9022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9022+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 DY9022
 DY9022  HISTORY     - Date     Condition        Report By
 DY9022  HISTORY     - 1964     MONUMENTED       CA-037
 DY9022  HISTORY     - 1973     GOOD             CA-037
 DY9022  HISTORY     - 1978     GOOD             NGS
 DY9022  HISTORY     - 19890518 GOOD             NGS
 DY9022  HISTORY     - 19940710 GOOD             NGS
 DY9022  HISTORY     - 20070113 GOOD             GEOCAC
 DY9022
 DY9022                          STATION DESCRIPTION
 DY9022
 DY9022'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9022'IN PALOS VERDES PENINSULA.
 DY9022'PALOS VERDES DRIVE SOUTH, ABOUT 0.21 MILES WESTERLY OF THE WEST
 DY9022'ENTRANCE ROAD TO MARINELAND, NEAR THE CREST OF A HILL AND 6.0 FEET
 DY9022'SOUTHERLY OF THE SOUTH EDGE OF THE PAVEMENT OF THE SOUTH BARREL OF THE
 DY9022'DRIVE AND PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 DY9022
 DY9022                          STATION RECOVERY (1978)
 DY9022
 DY9022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9022'RECOVERED IN GOOD CONDITION.
 DY9022
 DY9022                          STATION RECOVERY (1989)
 DY9022
 DY9022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9022'RECOVERED IN GOOD CONDITION.
 DY9022
 DY9022                          STATION RECOVERY (1994)
 DY9022
 DY9022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9022'9.5 KM (5.90 MI) WESTERLY ALONG 25TH STREET AND THEN PALOS VERDES
 DY9022'DRIVE SOUTH FROM THE JUNCTION OF WESTERN AVENUE IN SAN PEDRO, 63.5 M
 DY9022'(208.3 FT) EAST OF THE WEST END OF A GUARDRAIL, 9.1 M (29.9 FT) EAST
 DY9022'OF A PIPELINE PRESSURE RELEASE VALVE, 11.1 M (36.4 FT) SOUTH OF THE
 DY9022'CENTERLINE OF THE EASTBOUND LANES OF THE DRIVE, 5.6 M (18.4 FT) SOUTH
 DY9022'OF A GUARDRAIL, 0.4 M (1.3 FT) SOUTH OF A GUARDRAIL, 0.2 M (0.7 FT)
 DY9022'ABOVE THE LEVEL OF THE DRIVE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 DY9022'ABOVE THE GROUND SURFACE.
 DY9022
 DY9022                          STATION RECOVERY (2007)
 DY9022
 DY9022'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY9022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9021 ***********************************************************************
 DY9021  DESIGNATION -  34 28 A
 DY9021  PID         -  DY9021
 DY9021  STATE/COUNTY-  CA/LOS ANGELES
 DY9021  USGS QUAD   -  REDONDO BEACH (1981)
 DY9021
 DY9021                         *CURRENT SURVEY CONTROL
 DY9021  ___________________________________________________________________
 DY9021* NAD 83(1986)-  33 45 23.     (N)    118 24 42.     (W)     SCALED    
 DY9021* NAVD 88     -        75.665  (meters)     248.24   (feet)  READJUSTED
 DY9021  ___________________________________________________________________
 DY9021  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 DY9021  DYNAMIC HT  -          75.590 (meters)     248.00  (feet)  COMP
 DY9021  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 DY9021
 DY9021  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DY9021
 DY9021.The horizontal coordinates were scaled from a topographic map and have
 DY9021.an estimated accuracy of +/- 6 seconds.
 DY9021
 DY9021.The orthometric height was determined by differential leveling
 DY9021.and adjusted in February 1993.
 DY9021.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DY9021.distribution rate of 2.1 thru 3.0 mm/km.
 DY9021.The height was derived from older observations constrained to new
 DY9021.heights in a crustal motion area.  The height is approximate in
 DY9021.relation to other heights in its vicinity.
 DY9021
 DY9021.The geoid height was determined by GEOID03.
 DY9021
 DY9021.The dynamic height is computed by dividing the NAVD 88
 DY9021.geopotential number by the normal gravity value computed on the
 DY9021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9021.degrees latitude (g = 980.6199 gals.).
 DY9021
 DY9021.The modeled gravity was interpolated from observed gravity values.
 DY9021
 DY9021;                    North         East    Units  Estimated Accuracy
 DY9021;SPC CA 5     -   528,520.    1,961,860.      MT  (+/- 180 meters Scaled)
 DY9021
 DY9021                          SUPERSEDED SURVEY CONTROL
 DY9021
 DY9021  NGVD 29 (??/??/92)   74.921  (m)          245.80   (f) ADJ UNCH    1 1
 DY9021
 DY9021.Superseded values are not recommended for survey control.
 DY9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9021.See file dsdata.txt to determine how the superseded data were derived.
 DY9021
 DY9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT692360(NAD 83)
 DY9021_MARKER: DD = SURVEY DISK
 DY9021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9021_SP_SET: CATCH BASIN
 DY9021_STAMPING: BM 34-28A 1973
 DY9021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9021
 DY9021  HISTORY     - Date     Condition        Report By
 DY9021  HISTORY     - 1973     MONUMENTED       CA-037
 DY9021  HISTORY     - 1978     GOOD             NGS
 DY9021  HISTORY     - 19890601 MARK NOT FOUND   NGS
 DY9021
 DY9021                          STATION DESCRIPTION
 DY9021
 DY9021'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9021'0.44 MI S FROM PALOS VERDES PENINSULA.
 DY9021'PALOS VERDES DRIVE WEST, ABOUT 0.44 MILE SOUTHERLY FROM CITY LIMITS OF
 DY9021'PALOS VERDES ESTATES, OPPOSITE DRIVEWAY TO HOUSE NUMBER 30506. SET IN
 DY9021'TOP OF CENTER OF WEST SIDE OF A STORM DRAIN CATCH BASIN NUMBER 0.44 ON
 DY9021'EAST SIDE OF SOUTHBOUND TRAFFIC LANES.
 DY9021
 DY9021                          STATION RECOVERY (1978)
 DY9021
 DY9021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9021'ADD--0.55 MILES NORTHWEST OF HAWTHORNE BOULEVARD, 1.05 MILES NORTH OF
 DY9021'POINT VICENTE.
 DY9021
 DY9021                          STATION RECOVERY (1989)
 DY9021
 DY9021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9021'THERE IS A NEW CATCH BASIN AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1225 ***********************************************************************
 DY1225  DESIGNATION -  34 29 A
 DY1225  PID         -  DY1225
 DY1225  STATE/COUNTY-  CA/LOS ANGELES
 DY1225  USGS QUAD   -  REDONDO BEACH (1981)
 DY1225
 DY1225                         *CURRENT SURVEY CONTROL
 DY1225  ___________________________________________________________________
 DY1225* NAD 83(1986)-  33 45 44.     (N)    118 24 52.     (W)     SCALED    
 DY1225* NAVD 88     -        82.656  (meters)     271.18   (feet)  ADJUSTED  
 DY1225  ___________________________________________________________________
 DY1225  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 DY1225  DYNAMIC HT  -          82.571 (meters)     270.90  (feet)  COMP
 DY1225  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 DY1225
 DY1225  VERT ORDER  -  FIRST     CLASS I
 DY1225
 DY1225.The horizontal coordinates were scaled from a topographic map and have
 DY1225.an estimated accuracy of +/- 6 seconds.
 DY1225
 DY1225.The orthometric height was determined by differential leveling
 DY1225.and adjusted in June 1995.
 DY1225.WARNING-Repeat measurements at this control monument indicate possible
 DY1225.vertical movement.
 DY1225
 DY1225.The geoid height was determined by GEOID03.
 DY1225
 DY1225.The dynamic height is computed by dividing the NAVD 88
 DY1225.geopotential number by the normal gravity value computed on the
 DY1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1225.degrees latitude (g = 980.6199 gals.).
 DY1225
 DY1225.The modeled gravity was interpolated from observed gravity values.
 DY1225
 DY1225;                    North         East    Units  Estimated Accuracy
 DY1225;SPC CA 5     -   529,170.    1,961,600.      MT  (+/- 180 meters Scaled)
 DY1225
 DY1225                          SUPERSEDED SURVEY CONTROL
 DY1225
 DY1225  NAVD 88 (06/15/91)   82.660  (m)          271.19   (f) UNKNOWN     1 1
 DY1225  NGVD 29 (??/??/92)   81.942  (m)          268.84   (f) ADJ UNCH    1 1
 DY1225
 DY1225.Superseded values are not recommended for survey control.
 DY1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1225.See file dsdata.txt to determine how the superseded data were derived.
 DY1225
 DY1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT690366(NAD 83)
 DY1225_MARKER: DD = SURVEY DISK
 DY1225_SETTING: 80 = SET IN A BOULDER
 DY1225_SP_SET: IN DRILL HOLE IN A BOULDER
 DY1225_STAMPING: BM 34-29A 1964 5869
 DY1225_MARK LOGO: CA-037
 DY1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1225+STABILITY: SURFACE MOTION
 DY1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1225+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2008
 DY1225
 DY1225  HISTORY     - Date     Condition        Report By
 DY1225  HISTORY     - 1964     MONUMENTED       CA-037
 DY1225  HISTORY     - 1971     GOOD             NGS
 DY1225  HISTORY     - 1973     GOOD             CA-037
 DY1225  HISTORY     - 1978     GOOD             NGS
 DY1225  HISTORY     - 19890518 GOOD             NGS
 DY1225  HISTORY     - 19940710 GOOD             NGS
 DY1225  HISTORY     - 20080128 GOOD             GEOCAC
 DY1225
 DY1225                          STATION DESCRIPTION
 DY1225
 DY1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DY1225'3.7 MI S FROM PALOS VERDES ESTATES.
 DY1225'3.7 MILES SOUTH ALONG WEST PALOS VERDES DRIVE FROM MALAGA PLAZA
 DY1225'AT PALOS VERDES ESTATES, 160 FEET NORTH OF THE JUNCTION OF A
 DY1225'DRIVE WEST TO RESIDENCE AT 3278 WEST PALOS VERDES DRIVE, 150
 DY1225'FEET SOUTH OF POWER LINE CROSSING AND PALOS VERDES ESTATES
 DY1225'CITY LIMIT SIGN, IN THE DIVIDER CROSSING AND PALOS VERDES
 DY1225'ESTATES CITY LIMIT SIGN, IN THE DIVIDER STRIP BETWEEN LANES
 DY1225'OF THE DRIVE, 27.3 FEET EAST OF THE EAST CURB OF THE WEST
 DY1225'LANES, 16.1 FEET WEST OF THE WEST CURB OF THE EAST LANES, IN
 DY1225'THE TOP OF THE EAST SIDE OF A 5 X 8-FOOT BOULDER WHICH PROJECTS
 DY1225'3 FEET AND ABOUT 4 FEET HIGHER THAN THE WEST LANES.
 DY1225
 DY1225                          STATION RECOVERY (1973)
 DY1225
 DY1225'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY1225'PALOS VERDES DRIVE WEST, ABOUT 239 FEET SOUTHWESTERLY OF A CITY OF
 DY1225'PALOS VERDES ESTATE CITY LIMITS SIGN, 63.0 FEET SOUTHEASTERLY OF THE
 DY1225'SOUTH POLE (NO. A 7227Y) OF A TRANSFORMER BRIDGE, IN THE MEDIAN STRIP
 DY1225'OF THE DRIVE AND IN THE EASTERLY SIDE OF A LARGE WHITE ROCK IN A GROUP
 DY1225'OF FOUR PINE TREES.
 DY1225
 DY1225                          STATION RECOVERY (1978)
 DY1225
 DY1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1225'ADD--1.0 MILES NORTH OF HAWTHORNE BOULEVARD.
 DY1225
 DY1225                          STATION RECOVERY (1989)
 DY1225
 DY1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1225'RECOVERED IN GOOD CONDITION.
 DY1225
 DY1225                          STATION RECOVERY (1994)
 DY1225
 DY1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1225'6.1 KM (3.80 MI) WESTERLY ALONG PALOS VERDES DRIVE WEST FROM THE POST
 DY1225'OFFICE IN PALOS VERDES, NEAR THE CENTER OF THE SOUTHEAST EDGE OF A 3
 DY1225'BY 7-FOOT PARTIALLY EXPOSED BOULDER IN THE MEDIAN OF THE DRIVE, 8.4 M
 DY1225'(27.6 FT) NORTH OF THE EXTENDED CENTER OF ALIDA PLACE, 8.3 M (27.2 FT)
 DY1225'WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE DRIVE, AND 0.2 M
 DY1225'(0.7 FT) BELOW THE LEVEL OF THE DRIVE.
 DY1225
 DY1225                          STATION RECOVERY (2008)
 DY1225
 DY1225'RECOVERY NOTE BY GEOCACHING 2008 (WS)
 DY1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9064 ***********************************************************************
 JT9064  DESIGNATION -  34 3
 JT9064  PID         -  JT9064
 JT9064  STATE/COUNTY-  CA/NAPA
 JT9064  USGS QUAD   -  NAPA (1980)
 JT9064
 JT9064                         *CURRENT SURVEY CONTROL
 JT9064  ___________________________________________________________________
 JT9064* NAD 83(1986)-  38 18 36.     (N)    122 17 22.     (W)     SCALED    
 JT9064* NAVD 88     -         8.47   (+/-2cm)      27.8    (feet)  VERTCON   
 JT9064  ___________________________________________________________________
 JT9064  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9064  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9064
 JT9064.The horizontal coordinates were scaled from a topographic map and have
 JT9064.an estimated accuracy of +/- 6 seconds.
 JT9064
 JT9064.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9064.The vertical order pertains to the NGVD 29 superseded value.
 JT9064
 JT9064.The geoid height was determined by GEOID03.
 JT9064
 JT9064;                    North         East    Units  Estimated Accuracy
 JT9064;SPC CA 2     -   571,460.    1,974,690.      MT  (+/- 180 meters Scaled)
 JT9064
 JT9064                          SUPERSEDED SURVEY CONTROL
 JT9064
 JT9064  NGVD 29 (??/??/92)    7.68   (m)           25.2    (f) COMPUTED    2 2
 JT9064
 JT9064.Superseded values are not recommended for survey control.
 JT9064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9064.See file dsdata.txt to determine how the superseded data were derived.
 JT9064
 JT9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621404(NAD 83)
 JT9064_MARKER: DD = SURVEY DISK
 JT9064_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9064+WITH SETTING: PAVEMENT
 JT9064_SP_SET: SIGNAL BASE
 JT9064_MARK LOGO: CA2330
 JT9064_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9064+STABILITY: SURFACE MOTION
 JT9064
 JT9064  HISTORY     - Date     Condition        Report By
 JT9064  HISTORY     - 1971     MONUMENTED       CA2330
 JT9064
 JT9064                          STATION DESCRIPTION
 JT9064
 JT9064'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9064'AT INTERSECTION OF LINCOLN AVENUE AND SOUTHERN PACIFIC RAILROAD, A
 JT9064'BRASS CAP IN BASE OF SIGNAL SOUTH SIDE OF STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9052 ***********************************************************************
 DY9052  DESIGNATION -  34 30 A
 DY9052  PID         -  DY9052
 DY9052  STATE/COUNTY-  CA/LOS ANGELES
 DY9052  USGS QUAD   -  REDONDO BEACH (1981)
 DY9052
 DY9052                         *CURRENT SURVEY CONTROL
 DY9052  ___________________________________________________________________
 DY9052* NAD 83(1986)-  33 46 14.     (N)    118 24 48.     (W)     SCALED    
 DY9052* NAVD 88     -        73.539  (meters)     241.27   (feet)  ADJUSTED  
 DY9052  ___________________________________________________________________
 DY9052  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DY9052  DYNAMIC HT  -          73.464 (meters)     241.02  (feet)  COMP
 DY9052  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 DY9052  OBS GRAVITY -     979,617.7   (mgal)                       GRAV_OBS
 DY9052
 DY9052  VERT ORDER  -  FIRST     CLASS I
 DY9052
 DY9052.The horizontal coordinates were scaled from a topographic map and have
 DY9052.an estimated accuracy of +/- 6 seconds.
 DY9052
 DY9052.The orthometric height was determined by differential leveling
 DY9052.and adjusted in June 1995.
 DY9052.WARNING-Repeat measurements at this control monument indicate possible
 DY9052.vertical movement.
 DY9052
 DY9052.The geoid height was determined by GEOID03.
 DY9052
 DY9052.The dynamic height is computed by dividing the NAVD 88
 DY9052.geopotential number by the normal gravity value computed on the
 DY9052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9052.degrees latitude (g = 980.6199 gals.).
 DY9052
 DY9052.The modeled gravity was interpolated from observed gravity values.
 DY9052.The observed gravity was obtained from relative gravimeter ties
 DY9052.to the IGSN71 gravity network.
 DY9052
 DY9052;                    North         East    Units  Estimated Accuracy
 DY9052;SPC CA 5     -   530,090.    1,961,710.      MT  (+/- 180 meters Scaled)
 DY9052
 DY9052                          SUPERSEDED SURVEY CONTROL
 DY9052
 DY9052  NAVD 88 (06/15/91)   73.545  (m)          241.29   (f) UNKNOWN     1 1
 DY9052  NGVD 29 (??/??/92)   72.817  (m)          238.90   (f) ADJ UNCH    1 1
 DY9052
 DY9052.Superseded values are not recommended for survey control.
 DY9052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9052.See file dsdata.txt to determine how the superseded data were derived.
 DY9052
 DY9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT691376(NAD 83)
 DY9052_MARKER: DD = SURVEY DISK
 DY9052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9052_SP_SET: CATCH BASIN
 DY9052_STAMPING: BM 34-30 A 1960 5869
 DY9052_MARK LOGO: CA-037
 DY9052_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9052+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 DY9052
 DY9052  HISTORY     - Date     Condition        Report By
 DY9052  HISTORY     - 1962     MONUMENTED       CA-037
 DY9052  HISTORY     - 1973     GOOD             CA-037
 DY9052  HISTORY     - 1978     GOOD             NGS
 DY9052  HISTORY     - 19890518 GOOD             NGS
 DY9052  HISTORY     - 19940710 GOOD             NGS
 DY9052
 DY9052                          STATION DESCRIPTION
 DY9052
 DY9052'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9052'2.3 MI SW FROM PALOS VERDES ESTATES.
 DY9052'PALOS VERDES DRIVE WEST AND VIA ZUNAYA, 54.5 FEET NORTHEASTERLY OF THE
 DY9052'CENTER OF THE EAST BARREL OF THE DRIVE AND 20.0 FEET NORTHWESTERLY OF
 DY9052'THE CENTER OF VIA ZUMAYA, IN THE CENTER OF THE BACK EDGE OF A CATCH
 DY9052'BASIN.
 DY9052
 DY9052                          STATION RECOVERY (1978)
 DY9052
 DY9052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9052'ADD--1.55 MILES NORTH OF HAWTHORNE BOULEVARD.
 DY9052
 DY9052                          STATION RECOVERY (1989)
 DY9052
 DY9052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9052'RECOVERED IN GOOD CONDITION.
 DY9052
 DY9052                          STATION RECOVERY (1994)
 DY9052
 DY9052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9052'5.1 KM (3.15 MI) WESTERLY ALONG PALOS VERDES DRIVE WEST FROM THE POST
 DY9052'OFFICE IN PALOS VERDES, NEAR THE CENTER OF THE NORTHWEST CONCRETE WALL
 DY9052'OF A CATCH BASIN, 18.5 M (60.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 DY9052'NORTHBOUND LANES OF THE DRIVE, 5.8 M (19.0 FT) NORTHWEST OF THE
 DY9052'CENTERLINE OF VIA ZUMAYA, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY9052'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9051 ***********************************************************************
 DY9051  DESIGNATION -  34 31 A LA CO
 DY9051  PID         -  DY9051
 DY9051  STATE/COUNTY-  CA/LOS ANGELES
 DY9051  USGS QUAD   -  REDONDO BEACH (1981)
 DY9051
 DY9051                         *CURRENT SURVEY CONTROL
 DY9051  ___________________________________________________________________
 DY9051* NAD 83(1986)-  33 46 37.     (N)    118 25 01.     (W)     SCALED    
 DY9051* NAVD 88     -        77.58   (+/-2cm)     254.5    (feet)  VERTCON   
 DY9051  ___________________________________________________________________
 DY9051  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DY9051  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9051
 DY9051.The horizontal coordinates were scaled from a topographic map and have
 DY9051.an estimated accuracy of +/- 6 seconds.
 DY9051
 DY9051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9051.The vertical order pertains to the NGVD 29 superseded value.
 DY9051
 DY9051.The geoid height was determined by GEOID03.
 DY9051
 DY9051;                    North         East    Units  Estimated Accuracy
 DY9051;SPC CA 5     -   530,800.    1,961,380.      MT  (+/- 180 meters Scaled)
 DY9051
 DY9051                          SUPERSEDED SURVEY CONTROL
 DY9051
 DY9051  NGVD 29 (??/??/92)   76.84   (m)          252.1    (f) COMPUTED    1 1
 DY9051
 DY9051.Superseded values are not recommended for survey control.
 DY9051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9051.See file dsdata.txt to determine how the superseded data were derived.
 DY9051
 DY9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688383(NAD 83)
 DY9051_MARKER: DD = SURVEY DISK
 DY9051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9051_SP_SET: CATCH BASIN
 DY9051_STAMPING: BM 34-31A 1964 5869
 DY9051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9051
 DY9051  HISTORY     - Date     Condition        Report By
 DY9051  HISTORY     - 1964     MONUMENTED       CA-037
 DY9051  HISTORY     - 1973     GOOD             CA-037
 DY9051
 DY9051                          STATION DESCRIPTION
 DY9051
 DY9051'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9051'2.1 MI SW FROM PALOS VERDES ESTATES.
 DY9051'PALOS VERDES DRIVE WEST (EAST BARREL) AND VIA CARRILLO, AT THE
 DY9051'SOUTHEAST CORNER OF THE INTERSECTION IN THE TOP OF A STORM DRAIN CATCH
 DY9051'BASIN, AT THE EAST EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9050 ***********************************************************************
 DY9050  DESIGNATION -  34 33 A
 DY9050  PID         -  DY9050
 DY9050  STATE/COUNTY-  CA/LOS ANGELES
 DY9050  USGS QUAD   -  REDONDO BEACH (1981)
 DY9050
 DY9050                         *CURRENT SURVEY CONTROL
 DY9050  ___________________________________________________________________
 DY9050* NAD 83(1986)-  33 47 21.     (N)    118 24 36.     (W)     SCALED    
 DY9050* NAVD 88     -        90.536  (meters)     297.03   (feet)  ADJUSTED  
 DY9050  ___________________________________________________________________
 DY9050  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 DY9050  DYNAMIC HT  -          90.443 (meters)     296.73  (feet)  COMP
 DY9050  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 DY9050
 DY9050  VERT ORDER  -  FIRST     CLASS I
 DY9050
 DY9050.The horizontal coordinates were scaled from a topographic map and have
 DY9050.an estimated accuracy of +/- 6 seconds.
 DY9050
 DY9050.The orthometric height was determined by differential leveling
 DY9050.and adjusted in June 1995.
 DY9050
 DY9050.The geoid height was determined by GEOID03.
 DY9050
 DY9050.The dynamic height is computed by dividing the NAVD 88
 DY9050.geopotential number by the normal gravity value computed on the
 DY9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9050.degrees latitude (g = 980.6199 gals.).
 DY9050
 DY9050.The modeled gravity was interpolated from observed gravity values.
 DY9050
 DY9050;                    North         East    Units  Estimated Accuracy
 DY9050;SPC CA 5     -   532,150.    1,962,030.      MT  (+/- 180 meters Scaled)
 DY9050
 DY9050                          SUPERSEDED SURVEY CONTROL
 DY9050
 DY9050  NAVD 88 (06/15/91)   90.543  (m)          297.06   (f) UNKNOWN     1 1
 DY9050  NGVD 29 (??/??/92)   89.803  (m)          294.63   (f) ADJ UNCH    1 1
 DY9050
 DY9050.Superseded values are not recommended for survey control.
 DY9050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9050.See file dsdata.txt to determine how the superseded data were derived.
 DY9050
 DY9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694396(NAD 83)
 DY9050_MARKER: DD = SURVEY DISK
 DY9050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY9050_SP_SET: CONCRETE POST
 DY9050_STAMPING: BM 34-33A 1970 5869
 DY9050_MARK LOGO: CA-037
 DY9050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9050+STABILITY: SURFACE MOTION
 DY9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9050+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2008
 DY9050
 DY9050  HISTORY     - Date     Condition        Report By
 DY9050  HISTORY     - 1970     MONUMENTED       CA-037
 DY9050  HISTORY     - 1973     GOOD             CA-037
 DY9050  HISTORY     - 1978     GOOD             NGS
 DY9050  HISTORY     - 19890525 GOOD             NGS
 DY9050  HISTORY     - 19940710 GOOD             NGS
 DY9050  HISTORY     - 20080713 GOOD             GEOCAC
 DY9050
 DY9050                          STATION DESCRIPTION
 DY9050
 DY9050'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9050'1.2 MI SW FROM PALOS VERDES ESTATES.
 DY9050'PALOS VERDES DRIVE WEST AND PASEO DEL MAR, AT THE NORTHWESTERLY
 DY9050'CORNER, 54.8 FEET SOUTHWESTERLY OF THE NORTHEAST CORNER OF THE PARKING
 DY9050'AREA, 36.0 FEET WEST OF THE NORTHERLY PROJECTION OF THE WEST CURB LINE
 DY9050'OF PALOS VERDES DRIVE WEST AND 2.0 FEET NORTHERLY OF THE NORTH CURB OF
 DY9050'THE PARKING AREA, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DY9050'FLUSH WITH THE CURB.
 DY9050
 DY9050                          STATION RECOVERY (1978)
 DY9050
 DY9050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9050'RECOVERED IN GOOD CONDITION.
 DY9050
 DY9050                          STATION RECOVERY (1989)
 DY9050
 DY9050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9050'RECOVERED IN GOOD CONDITION.
 DY9050
 DY9050                          STATION RECOVERY (1994)
 DY9050
 DY9050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9050'2.9 KM (1.80 MI) WESTERLY ALONG PALOS VERDES DRIVE WEST FROM THE POST
 DY9050'OFFICE IN PALOS VERDES, 45.5 M (149.3 FT) NORTHEAST OF THE CENTERLINE
 DY9050'OF PASEO DEL MAR, 25.1 M (82.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 DY9050'SOUTHBOUND LANES OF THE DRIVE, 16.8 M (55.1 FT) SOUTHWEST OF THE
 DY9050'NORTHEAST END OF A PARKING AREA, 7.3 M (24.0 FT) NORTHWEST OF THE
 DY9050'CENTER OF THE PARKING AREA, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY9050'PARKING AREA, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 DY9050'GROUND SURFACE.
 DY9050
 DY9050                          STATION RECOVERY (2008)
 DY9050
 DY9050'RECOVERY NOTE BY GEOCACHING 2008 (KKS)
 DY9050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9048 ***********************************************************************
 DY9048  DESIGNATION -  34 36 A LA CO
 DY9048  PID         -  DY9048
 DY9048  STATE/COUNTY-  CA/LOS ANGELES
 DY9048  USGS QUAD   -  REDONDO BEACH (1981)
 DY9048
 DY9048                         *CURRENT SURVEY CONTROL
 DY9048  ___________________________________________________________________
 DY9048* NAD 83(1986)-  33 48 00.     (N)    118 23 40.     (W)     SCALED    
 DY9048* NAVD 88     -        51.19   (+/-2cm)     167.9    (feet)  VERTCON   
 DY9048  ___________________________________________________________________
 DY9048  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DY9048  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9048
 DY9048.The horizontal coordinates were scaled from a topographic map and have
 DY9048.an estimated accuracy of +/- 6 seconds.
 DY9048
 DY9048.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9048.The vertical order pertains to the NGVD 29 superseded value.
 DY9048
 DY9048.The geoid height was determined by GEOID03.
 DY9048
 DY9048;                    North         East    Units  Estimated Accuracy
 DY9048;SPC CA 5     -   533,350.    1,963,470.      MT  (+/- 180 meters Scaled)
 DY9048
 DY9048                          SUPERSEDED SURVEY CONTROL
 DY9048
 DY9048  NGVD 29 (??/??/92)   50.45   (m)          165.5    (f) COMPUTED    1 1
 DY9048
 DY9048.Superseded values are not recommended for survey control.
 DY9048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9048.See file dsdata.txt to determine how the superseded data were derived.
 DY9048
 DY9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT709408(NAD 83)
 DY9048_MARKER: DD = SURVEY DISK
 DY9048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9048_SP_SET: JUNCTION BOX
 DY9048_STAMPING: 34-36A 5869
 DY9048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9048
 DY9048  HISTORY     - Date     Condition        Report By
 DY9048  HISTORY     - UNK      MONUMENTED       CA-037
 DY9048  HISTORY     - 1973     GOOD             CA-037
 DY9048
 DY9048                          STATION DESCRIPTION
 DY9048
 DY9048'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9048'0.3 MI W FROM PALOS VERDES ESTATES.
 DY9048'PALOS VERDES DRIVE WEST, ABOUT 0.5 MILES WESTERLY OF MALAGA COVE
 DY9048'PLAZA, 112.0 FEET WESTERLY OF THE SOUTHERLY PROJECTION OF THE WEST
 DY9048'LINE OF A ROCK STAIRWAY, 65.0 FEET NORTHEASTERLY OF POWER POLE NO.
 DY9048'945869E AND 12.0 FEET NORTHERLY OF THE CURB, SET IN THE SOUTHEASTERLY
 DY9048'CORNER OF A CONCRETE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9045 ***********************************************************************
 DY9045  DESIGNATION -  34 39
 DY9045  PID         -  DY9045
 DY9045  STATE/COUNTY-  CA/LOS ANGELES
 DY9045  USGS QUAD   -  REDONDO BEACH (1981)
 DY9045
 DY9045                         *CURRENT SURVEY CONTROL
 DY9045  ___________________________________________________________________
 DY9045* NAD 83(1986)-  33 48 40.     (N)    118 23 11.     (W)     SCALED    
 DY9045* NAVD 88     -        40.952  (meters)     134.36   (feet)  ADJUSTED  
 DY9045  ___________________________________________________________________
 DY9045  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY9045  DYNAMIC HT  -          40.910 (meters)     134.22  (feet)  COMP
 DY9045  MODELED GRAV-     979,597.5   (mgal)                       NAVD 88
 DY9045
 DY9045  VERT ORDER  -  FIRST     CLASS I
 DY9045
 DY9045.The horizontal coordinates were scaled from a topographic map and have
 DY9045.an estimated accuracy of +/- 6 seconds.
 DY9045
 DY9045.The orthometric height was determined by differential leveling
 DY9045.and adjusted in June 1995.
 DY9045
 DY9045.The geoid height was determined by GEOID03.
 DY9045
 DY9045.The dynamic height is computed by dividing the NAVD 88
 DY9045.geopotential number by the normal gravity value computed on the
 DY9045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9045.degrees latitude (g = 980.6199 gals.).
 DY9045
 DY9045.The modeled gravity was interpolated from observed gravity values.
 DY9045
 DY9045;                    North         East    Units  Estimated Accuracy
 DY9045;SPC CA 5     -   534,580.    1,964,220.      MT  (+/- 180 meters Scaled)
 DY9045
 DY9045                          SUPERSEDED SURVEY CONTROL
 DY9045
 DY9045  NAVD 88 (06/15/91)   40.964  (m)          134.40   (f) UNKNOWN     1 1
 DY9045  NGVD 29 (??/??/92)   40.230  (m)          131.99   (f) ADJ UNCH    1 1
 DY9045
 DY9045.Superseded values are not recommended for survey control.
 DY9045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9045.See file dsdata.txt to determine how the superseded data were derived.
 DY9045
 DY9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716420(NAD 83)
 DY9045_MARKER: DD = SURVEY DISK
 DY9045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY9045_SP_SET: CONCRETE POST
 DY9045_STAMPING: BM 34-39 1954 RE 63
 DY9045_MARK LOGO: CA-037
 DY9045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY9045+STABILITY: SURFACE MOTION
 DY9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9045+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2009
 DY9045
 DY9045  HISTORY     - Date     Condition        Report By
 DY9045  HISTORY     - 1954     MONUMENTED       CA-037
 DY9045  HISTORY     - 1973     GOOD             CA-037
 DY9045  HISTORY     - 1978     GOOD             NGS
 DY9045  HISTORY     - 19890522 GOOD             NGS
 DY9045  HISTORY     - 19940710 GOOD             NGS
 DY9045  HISTORY     - 20090124 GOOD             GEOCAC
 DY9045
 DY9045                          STATION DESCRIPTION
 DY9045
 DY9045'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9045'0.9 MI NE FROM TORRANCE.
 DY9045'PALOS VERDES BOULEVARD AND CALLE MIRAMAR, IN THE CENTER DIVIDER STRIP,
 DY9045'39.2 FEET EAST OF THE EAST CURB LINE OF THE BOULEVARD, 25.1 FEET NORTH
 DY9045'OF THE SOUTH CURB OF CALLE MIRAMAR AND 1.2 FEET EAST OF THE WEST END
 DY9045'OF THE CENTER PARKWAY, SET FLUSH WITH THE TOP OF THE CURB. NOTE--
 DY9045'BUTTON CAP SET IN 12 X 12 IN. CONCRETE POST.
 DY9045
 DY9045                          STATION RECOVERY (1978)
 DY9045
 DY9045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY9045'RECOVERED IN GOOD CONDITION.
 DY9045
 DY9045                          STATION RECOVERY (1989)
 DY9045
 DY9045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY9045'RECOVERED IN GOOD CONDITION.
 DY9045
 DY9045                          STATION RECOVERY (1994)
 DY9045
 DY9045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9045'IN TORRANCE, AT THE INTERSECTION OF PALOS VERDES BOULEVARD AND CALLE
 DY9045'MIRAMAR, NEAR THE WEST END OF THE MEDIAN OF CALLE MIRAMAR, 20.6 M
 DY9045'(67.6 FT) EAST OF THE BOULEVARD CENTER, 4.4 M (14.4 FT) NORTH OF THE
 DY9045'CENTER OF THE EASTBOUND LANES OF CALLE MIRAMAR, 4.4 M (14.4 FT) SOUTH
 DY9045'OF THE CENTER OF THE WESTBOUND LANES OF CALLE MIRAMAR, 0.4 M (1.3 FT)
 DY9045'EAST OF THE WEST END OF THE MEDIAN, AND THE MONUMENT IS FLUSH WITH THE
 DY9045'LEVEL OF THE MEDIAN.
 DY9045
 DY9045                          STATION RECOVERY (2009)
 DY9045
 DY9045'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DY9045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9010 ***********************************************************************
 DY9010  DESIGNATION -  34 4 A LA CO
 DY9010  PID         -  DY9010
 DY9010  STATE/COUNTY-  CA/LOS ANGELES
 DY9010  USGS QUAD   -  SAN PEDRO (1981)
 DY9010
 DY9010                         *CURRENT SURVEY CONTROL
 DY9010  ___________________________________________________________________
 DY9010* NAD 83(1986)-  33 43 17.     (N)    118 17 35.     (W)     SCALED    
 DY9010* NAVD 88     -        54.18   (+/-2cm)     177.8    (feet)  VERTCON   
 DY9010  ___________________________________________________________________
 DY9010  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY9010  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9010
 DY9010.The horizontal coordinates were scaled from a topographic map and have
 DY9010.an estimated accuracy of +/- 6 seconds.
 DY9010
 DY9010.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9010.The vertical order pertains to the NGVD 29 superseded value.
 DY9010
 DY9010.The geoid height was determined by GEOID03.
 DY9010
 DY9010;                    North         East    Units  Estimated Accuracy
 DY9010;SPC CA 5     -   524,600.    1,972,840.      MT  (+/- 180 meters Scaled)
 DY9010
 DY9010                          SUPERSEDED SURVEY CONTROL
 DY9010
 DY9010  NGVD 29 (??/??/92)   53.44   (m)          175.3    (f) COMPUTED    1 1
 DY9010
 DY9010.Superseded values are not recommended for survey control.
 DY9010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9010.See file dsdata.txt to determine how the superseded data were derived.
 DY9010
 DY9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT801320(NAD 83)
 DY9010_MARKER: Z = SEE DESCRIPTION
 DY9010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9010_SP_SET: WELL
 DY9010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9010
 DY9010  HISTORY     - Date     Condition        Report By
 DY9010  HISTORY     - UNK      MONUMENTED       CA1980
 DY9010  HISTORY     - 1973     GOOD             CA-037
 DY9010
 DY9010                          STATION DESCRIPTION
 DY9010
 DY9010'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9010'1.3 MI SW FROM SAN PEDRO.
 DY9010'GAFFEY STREET, 25TH STREET AND HAMILTON PLACE ON THE EASTERLY
 DY9010'PROJECTION OF THE CENTER LINE OF 25TH STREET, 12.1 FEET EAST OF THE
 DY9010'CENTER LINE OF GRAFFEY STREET TO THE NORTH, 75.3 FEET SOUTHEASTERLY OF
 DY9010'THE FIRE HYDRANT AT THE NORTHWEST CORNER OF THE INTERSECTION AND 32.2
 DY9010'FEET NORTHERLY OF A TRAFFIC SIGNAL CONTROL BOX AT THE SOUTHEAST CORNER
 DY9010'OF THE INTERSECTION, SET ABOUT 10 INCHES BELOW THE SURFACE IN A WELL
 DY9010'AND PROTECTED BY A CAST IRON COVER MARKED CITY OF L.A. ENGINEERING
 DY9010'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9008 ***********************************************************************
 DY9008  DESIGNATION -  34 5 A LA CO
 DY9008  PID         -  DY9008
 DY9008  STATE/COUNTY-  CA/LOS ANGELES
 DY9008  USGS QUAD   -  SAN PEDRO (1981)
 DY9008
 DY9008                         *CURRENT SURVEY CONTROL
 DY9008  ___________________________________________________________________
 DY9008* NAD 83(1986)-  33 43 18.     (N)    118 18 04.     (W)     SCALED    
 DY9008* NAVD 88     -        79.90   (+/-2cm)     262.1    (feet)  VERTCON   
 DY9008  ___________________________________________________________________
 DY9008  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY9008  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9008
 DY9008.The horizontal coordinates were scaled from a topographic map and have
 DY9008.an estimated accuracy of +/- 6 seconds.
 DY9008
 DY9008.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9008.The vertical order pertains to the NGVD 29 superseded value.
 DY9008
 DY9008.The geoid height was determined by GEOID03.
 DY9008
 DY9008;                    North         East    Units  Estimated Accuracy
 DY9008;SPC CA 5     -   524,630.    1,972,090.      MT  (+/- 180 meters Scaled)
 DY9008
 DY9008                          SUPERSEDED SURVEY CONTROL
 DY9008
 DY9008  NGVD 29 (??/??/92)   79.16   (m)          259.7    (f) COMPUTED    1 1
 DY9008
 DY9008.Superseded values are not recommended for survey control.
 DY9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9008.See file dsdata.txt to determine how the superseded data were derived.
 DY9008
 DY9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT794320(NAD 83)
 DY9008_MARKER: DD = SURVEY DISK
 DY9008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9008_SP_SET: CONCRETE BASE
 DY9008_STAMPING: BM 34-5A 1964 5869
 DY9008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9008
 DY9008  HISTORY     - Date     Condition        Report By
 DY9008  HISTORY     - 1964     MONUMENTED       CA-037
 DY9008  HISTORY     - 1973     GOOD             CA-037
 DY9008
 DY9008                          STATION DESCRIPTION
 DY9008
 DY9008'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9008'1.7 MI SW FROM SAN PEDRO.
 DY9008'25TH STREET AND LELAND STREET, AT THE NORTHWEST CORNER IN THE CONCRETE
 DY9008'BASE FOR THE STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9065 ***********************************************************************
 JT9065  DESIGNATION -  34 6
 JT9065  PID         -  JT9065
 JT9065  STATE/COUNTY-  CA/NAPA
 JT9065  USGS QUAD   -  NAPA (1980)
 JT9065
 JT9065                         *CURRENT SURVEY CONTROL
 JT9065  ___________________________________________________________________
 JT9065* NAD 83(1986)-  38 18 30.     (N)    122 17 52.     (W)     SCALED    
 JT9065* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 JT9065  ___________________________________________________________________
 JT9065  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9065  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9065
 JT9065.The horizontal coordinates were scaled from a topographic map and have
 JT9065.an estimated accuracy of +/- 6 seconds.
 JT9065
 JT9065.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9065.The vertical order pertains to the NGVD 29 superseded value.
 JT9065
 JT9065.The geoid height was determined by GEOID03.
 JT9065
 JT9065;                    North         East    Units  Estimated Accuracy
 JT9065;SPC CA 2     -   571,270.    1,973,960.      MT  (+/- 180 meters Scaled)
 JT9065
 JT9065                          SUPERSEDED SURVEY CONTROL
 JT9065
 JT9065  NGVD 29 (??/??/92)   12.10   (m)           39.7    (f) COMPUTED    2 2
 JT9065
 JT9065.Superseded values are not recommended for survey control.
 JT9065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9065.See file dsdata.txt to determine how the superseded data were derived.
 JT9065
 JT9065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613402(NAD 83)
 JT9065_MARKER: DD = SURVEY DISK
 JT9065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9065_SP_SET: CATCH BASIN
 JT9065_MARK LOGO: CA2330
 JT9065_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9065
 JT9065  HISTORY     - Date     Condition        Report By
 JT9065  HISTORY     - 1971     MONUMENTED       CA2330
 JT9065
 JT9065                          STATION DESCRIPTION
 JT9065
 JT9065'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9065'AT INTERSECTION OF LINCOLN AVENUE AND KENNEDY WAY, IN THE NORTHWEST
 JT9065'CORNER, A BRASS CAP IN CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9005 ***********************************************************************
 DY9005  DESIGNATION -  34 7 LA CO
 DY9005  PID         -  DY9005
 DY9005  STATE/COUNTY-  CA/LOS ANGELES
 DY9005  USGS QUAD   -  SAN PEDRO (1981)
 DY9005
 DY9005                         *CURRENT SURVEY CONTROL
 DY9005  ___________________________________________________________________
 DY9005* NAD 83(1986)-  33 43 23.     (N)    118 18 47.     (W)     SCALED    
 DY9005* NAVD 88     -       113.97   (+/-2cm)     373.9    (feet)  VERTCON   
 DY9005  ___________________________________________________________________
 DY9005  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY9005  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9005
 DY9005.The horizontal coordinates were scaled from a topographic map and have
 DY9005.an estimated accuracy of +/- 6 seconds.
 DY9005
 DY9005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9005.The vertical order pertains to the NGVD 29 superseded value.
 DY9005
 DY9005.The geoid height was determined by GEOID03.
 DY9005
 DY9005;                    North         East    Units  Estimated Accuracy
 DY9005;SPC CA 5     -   524,790.    1,970,980.      MT  (+/- 180 meters Scaled)
 DY9005
 DY9005                          SUPERSEDED SURVEY CONTROL
 DY9005
 DY9005  NGVD 29 (??/??/92)  113.24   (m)          371.5    (f) COMPUTED    1 1
 DY9005
 DY9005.Superseded values are not recommended for survey control.
 DY9005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9005.See file dsdata.txt to determine how the superseded data were derived.
 DY9005
 DY9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT783322(NAD 83)
 DY9005_MARKER: DD = SURVEY DISK
 DY9005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9005_SP_SET: WELL
 DY9005_STAMPING: BM 34-7 1953 63
 DY9005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9005
 DY9005  HISTORY     - Date     Condition        Report By
 DY9005  HISTORY     - 1953     MONUMENTED       CA-037
 DY9005  HISTORY     - 1973     GOOD             CA-037
 DY9005
 DY9005                          STATION DESCRIPTION
 DY9005
 DY9005'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9005'2.2 MI SW FROM SAN PEDRO HILLS.
 DY9005'25TH STREET AND WESTERN AVENUE, IN THE SOUTHWEST CORNER, ABOUT 156
 DY9005'FEET WEST OF THE CENTERLINE OF WESTERN AVENUE, 28.5 FEET WESTERLY OF A
 DY9005'FIRE HYDRANT AND 1.7 FEET SOUTH OF THE SOUTH CURB OF 25TH STREET, SET
 DY9005'ABOUT 12 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY9005'IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9032 ***********************************************************************
 DY9032  DESIGNATION -  34 8 B LA CO
 DY9032  PID         -  DY9032
 DY9032  STATE/COUNTY-  CA/LOS ANGELES
 DY9032  USGS QUAD   -  SAN PEDRO (1981)
 DY9032
 DY9032                         *CURRENT SURVEY CONTROL
 DY9032  ___________________________________________________________________
 DY9032* NAD 83(1986)-  33 43 34.     (N)    118 19 15.     (W)     SCALED    
 DY9032* NAVD 88     -       117.41   (+/-2cm)     385.2    (feet)  VERTCON   
 DY9032  ___________________________________________________________________
 DY9032  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DY9032  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9032
 DY9032.The horizontal coordinates were scaled from a topographic map and have
 DY9032.an estimated accuracy of +/- 6 seconds.
 DY9032
 DY9032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9032.The vertical order pertains to the NGVD 29 superseded value.
 DY9032
 DY9032.The geoid height was determined by GEOID03.
 DY9032
 DY9032;                    North         East    Units  Estimated Accuracy
 DY9032;SPC CA 5     -   525,130.    1,970,260.      MT  (+/- 180 meters Scaled)
 DY9032
 DY9032                          SUPERSEDED SURVEY CONTROL
 DY9032
 DY9032  NGVD 29 (??/??/92)  116.67   (m)          382.8    (f) COMPUTED    1 1
 DY9032
 DY9032.Superseded values are not recommended for survey control.
 DY9032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9032.See file dsdata.txt to determine how the superseded data were derived.
 DY9032
 DY9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT776325(NAD 83)
 DY9032_MARKER: Z = SEE DESCRIPTION
 DY9032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9032_SP_SET: WELL
 DY9032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9032
 DY9032  HISTORY     - Date     Condition        Report By
 DY9032  HISTORY     - UNK      MONUMENTED       CA1980
 DY9032  HISTORY     - 1973     GOOD             CA-037
 DY9032
 DY9032                          STATION DESCRIPTION
 DY9032
 DY9032'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9032'2.5 MI SW FROM SAN PEDRO.
 DY9032'25TH STREET AND ANCHOVY AVENUE, AT THE CENTERLINE INTERSECTION, SET
 DY9032'ABOUT 10 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY9032'IRON COVER MARKED CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9033 ***********************************************************************
 DY9033  DESIGNATION -  34 8 LA CO
 DY9033  PID         -  DY9033
 DY9033  STATE/COUNTY-  CA/LOS ANGELES
 DY9033  USGS QUAD   -  SAN PEDRO (1981)
 DY9033
 DY9033                         *CURRENT SURVEY CONTROL
 DY9033  ___________________________________________________________________
 DY9033* NAD 83(1986)-  33 43 32.     (N)    118 19 11.     (W)     SCALED    
 DY9033* NAVD 88     -       117.31   (+/-2cm)     384.9    (feet)  VERTCON   
 DY9033  ___________________________________________________________________
 DY9033  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DY9033  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9033
 DY9033.The horizontal coordinates were scaled from a topographic map and have
 DY9033.an estimated accuracy of +/- 6 seconds.
 DY9033
 DY9033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9033.The vertical order pertains to the NGVD 29 superseded value.
 DY9033
 DY9033.The geoid height was determined by GEOID03.
 DY9033
 DY9033;                    North         East    Units  Estimated Accuracy
 DY9033;SPC CA 5     -   525,070.    1,970,370.      MT  (+/- 180 meters Scaled)
 DY9033
 DY9033                          SUPERSEDED SURVEY CONTROL
 DY9033
 DY9033  NGVD 29 (??/??/92)  116.58   (m)          382.5    (f) COMPUTED    1 1
 DY9033
 DY9033.Superseded values are not recommended for survey control.
 DY9033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9033.See file dsdata.txt to determine how the superseded data were derived.
 DY9033
 DY9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT777325(NAD 83)
 DY9033_MARKER: DD = SURVEY DISK
 DY9033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9033_SP_SET: WELL
 DY9033_STAMPING: BM 34-8 1953 63
 DY9033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9033
 DY9033  HISTORY     - Date     Condition        Report By
 DY9033  HISTORY     - 1953     MONUMENTED       CA-037
 DY9033  HISTORY     - 1973     GOOD             CA-037
 DY9033
 DY9033                          STATION DESCRIPTION
 DY9033
 DY9033'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9033'2.4 MI SW FROM SAN PEDRO.
 DY9033'25TH STREET, ABOUT 0.5 MILES WESTERLY OF WESTERN AVENUE ON THE
 DY9033'NORTHERLY PROJECTION OF THE EAST CURB LINE OF 26TH STREET AND 1.5 FEET
 DY9033'SOUTH OF THE SOUTH CURB OF 25TH STREET, SET ABOUT 10 INCHES BELOW THE
 DY9033'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY
 DY9033'SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9066 ***********************************************************************
 JT9066  DESIGNATION -  34 A
 JT9066  PID         -  JT9066
 JT9066  STATE/COUNTY-  CA/NAPA
 JT9066  USGS QUAD   -  NAPA (1980)
 JT9066
 JT9066                         *CURRENT SURVEY CONTROL
 JT9066  ___________________________________________________________________
 JT9066* NAD 83(1986)-  38 18 24.     (N)    122 18 10.     (W)     SCALED    
 JT9066* NAVD 88     -        15.78   (+/-2cm)      51.8    (feet)  VERTCON   
 JT9066  ___________________________________________________________________
 JT9066  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9066  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9066
 JT9066.The horizontal coordinates were scaled from a topographic map and have
 JT9066.an estimated accuracy of +/- 6 seconds.
 JT9066
 JT9066.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9066.The vertical order pertains to the NGVD 29 superseded value.
 JT9066
 JT9066.The geoid height was determined by GEOID03.
 JT9066
 JT9066;                    North         East    Units  Estimated Accuracy
 JT9066;SPC CA 2     -   571,090.    1,973,520.      MT  (+/- 180 meters Scaled)
 JT9066
 JT9066                          SUPERSEDED SURVEY CONTROL
 JT9066
 JT9066  NGVD 29 (??/??/92)   15.00   (m)           49.2    (f) COMPUTED    2 2
 JT9066
 JT9066.Superseded values are not recommended for survey control.
 JT9066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9066.See file dsdata.txt to determine how the superseded data were derived.
 JT9066
 JT9066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609400(NAD 83)
 JT9066_MARKER: DD = SURVEY DISK
 JT9066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9066_SP_SET: CONCRETE POST
 JT9066_MARK LOGO: CA2330
 JT9066_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9066+STABILITY: SURFACE MOTION
 JT9066
 JT9066  HISTORY     - Date     Condition        Report By
 JT9066  HISTORY     - 1971     MONUMENTED       CA2330
 JT9066
 JT9066                          STATION DESCRIPTION
 JT9066
 JT9066'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9066'AT INTERSECTION OF LINCOLN AVENUE AND CALIFORNIA BLVD., SOUTH TRAFFIC
 JT9066'LANE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0441 ***********************************************************************
 EV0441  DESIGNATION -  34 A 69
 EV0441  PID         -  EV0441
 EV0441  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0441  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0441
 EV0441                         *CURRENT SURVEY CONTROL
 EV0441  ___________________________________________________________________
 EV0441* NAD 83(1986)-  34 05 39.     (N)    116 30 42.     (W)     SCALED    
 EV0441* NAVD 88     -       852.29   (+/-2cm)    2796.2    (feet)  VERTCON   
 EV0441  ___________________________________________________________________
 EV0441  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EV0441  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0441
 EV0441.The horizontal coordinates were scaled from a topographic map and have
 EV0441.an estimated accuracy of +/- 6 seconds.
 EV0441
 EV0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0441.The vertical order pertains to the NGVD 29 superseded value.
 EV0441
 EV0441.The geoid height was determined by GEOID03.
 EV0441
 EV0441;                    North         East    Units  Estimated Accuracy
 EV0441;SPC CA 5     -   566,930.    2,137,340.      MT  (+/- 180 meters Scaled)
 EV0441
 EV0441                          SUPERSEDED SURVEY CONTROL
 EV0441
 EV0441  NGVD 29 (??/??/92)  851.460  (m)         2793.50   (f) ADJ UNCH    1 2
 EV0441
 EV0441.Superseded values are not recommended for survey control.
 EV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0441.See file dsdata.txt to determine how the superseded data were derived.
 EV0441
 EV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT450727(NAD 83)
 EV0441_MARKER: DD = SURVEY DISK
 EV0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0441_STAMPING: BM 34-A-69
 EV0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0441+STABILITY: SURFACE MOTION
 EV0441
 EV0441  HISTORY     - Date     Condition        Report By
 EV0441  HISTORY     - 1969     MONUMENTED       CADH
 EV0441  HISTORY     - 20050327 MARK NOT FOUND   USPSQD
 EV0441
 EV0441                          STATION DESCRIPTION
 EV0441
 EV0441'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 EV0441'4.2 MI SW FROM YUCCA VALLEY.
 EV0441'4.2 MILES SOUTHEAST OF YUCCA VALLEY POST OFFICE ALONG STATE
 EV0441'HIGHWAY 62 (TWENTY-NINE PALMS ROAD) AND 5.7 MILES NORTHEASTERLY
 EV0441'OF MORONGO VALLEY POST OFFICE ON PARADISE AVE., A BRASS DISK IN
 EV0441'SHALLOW CONCRETE FORM (NOT FIRST ORDER BENCH), 45.5 FEET
 EV0441'NORTHERLY OF CENTER LINE TWENTY-NINE PALMS ROAD, 200 FEET WEST
 EV0441'OF A DIRT ROAD, CALLED PELZ ROAD, 6 FEET NORTH OF POWER POLE
 EV0441'1685721E, 1.2 FEET BELOW TWENTY-NINE PALMS ROAD.
 EV0441
 EV0441                          STATION RECOVERY (2005)
 EV0441
 EV0441'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1311 ***********************************************************************
 HS1311  DESIGNATION -  34 B
 HS1311  PID         -  HS1311
 HS1311  STATE/COUNTY-  CA/MADERA
 HS1311  USGS QUAD   -  KISMET (1987)
 HS1311
 HS1311                         *CURRENT SURVEY CONTROL
 HS1311  ___________________________________________________________________
 HS1311* NAD 83(1986)-  37 01 31.     (N)    120 06 37.     (W)     SCALED    
 HS1311* NAVD 88     -        79.28   (+/-2cm)     260.1    (feet)  VERTCON   
 HS1311  ___________________________________________________________________
 HS1311  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HS1311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1311
 HS1311.The horizontal coordinates were scaled from a topographic map and have
 HS1311.an estimated accuracy of +/- 6 seconds.
 HS1311
 HS1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1311.The vertical order pertains to the NGVD 29 superseded value.
 HS1311
 HS1311.The geoid height was determined by GEOID03.
 HS1311
 HS1311;                    North         East    Units  Estimated Accuracy
 HS1311;SPC CA 3     -   558,370.    2,034,680.      MT  (+/- 180 meters Scaled)
 HS1311
 HS1311                          SUPERSEDED SURVEY CONTROL
 HS1311
 HS1311  NGVD 29 (??/??/92)   78.586  (m)          257.83   (f) ADJ UNCH    2 0
 HS1311
 HS1311.Superseded values are not recommended for survey control.
 HS1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1311.See file dsdata.txt to determine how the superseded data were derived.
 HS1311
 HS1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG570015(NAD 83)
 HS1311_MARKER: DD = SURVEY DISK
 HS1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1311_STAMPING: 34B 10.17 257.971
 HS1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1311+STABILITY: SURFACE MOTION
 HS1311
 HS1311  HISTORY     - Date     Condition        Report By
 HS1311  HISTORY     - UNK      MONUMENTED       BOR
 HS1311  HISTORY     - 1958     GOOD             NGS
 HS1311
 HS1311                          STATION DESCRIPTION
 HS1311
 HS1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1311'5.4 MI N FROM MADERA.
 HS1311'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1311'FROM THE STATION AT MADERA, THENCE 1.5 MILES NORTH ALONG ROAD
 HS1311'24, IN R17E T10S S34, 46 FEET SOUTHEAST OF THE CENTER OF THE
 HS1311'INTERSECTION OF AVENUE 19, 38 FEET EAST OF THE CENTER LINE
 HS1311'OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 HS1311'10 1/2 FEET EAST OF A FENCE CORNER POST, 13 FEET EAST OF A
 HS1311'POWER LINE POLE WITH A GUY WIRE, 2.6 FEET NORTH OF A FENCE,
 HS1311'1.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 HS1311'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 HS1311'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9067 ***********************************************************************
 JT9067  DESIGNATION -  34 B
 JT9067  PID         -  JT9067
 JT9067  STATE/COUNTY-  CA/NAPA
 JT9067  USGS QUAD   -  NAPA (1980)
 JT9067
 JT9067                         *CURRENT SURVEY CONTROL
 JT9067  ___________________________________________________________________
 JT9067* NAD 83(1986)-  38 18 30.     (N)    122 18 04.     (W)     SCALED    
 JT9067* NAVD 88     -        14.61   (+/-2cm)      47.9    (feet)  VERTCON   
 JT9067  ___________________________________________________________________
 JT9067  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9067  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9067
 JT9067.The horizontal coordinates were scaled from a topographic map and have
 JT9067.an estimated accuracy of +/- 6 seconds.
 JT9067
 JT9067.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9067.The vertical order pertains to the NGVD 29 superseded value.
 JT9067
 JT9067.The geoid height was determined by GEOID03.
 JT9067
 JT9067;                    North         East    Units  Estimated Accuracy
 JT9067;SPC CA 2     -   571,270.    1,973,660.      MT  (+/- 180 meters Scaled)
 JT9067
 JT9067                          SUPERSEDED SURVEY CONTROL
 JT9067
 JT9067  NGVD 29 (??/??/92)   13.83   (m)           45.4    (f) COMPUTED    2 2
 JT9067
 JT9067.Superseded values are not recommended for survey control.
 JT9067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9067.See file dsdata.txt to determine how the superseded data were derived.
 JT9067
 JT9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH611402(NAD 83)
 JT9067_MARKER: DD = SURVEY DISK
 JT9067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9067_SP_SET: CONCRETE POST
 JT9067_MARK LOGO: CA2330
 JT9067_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9067+STABILITY: SURFACE MOTION
 JT9067
 JT9067  HISTORY     - Date     Condition        Report By
 JT9067  HISTORY     - 1971     MONUMENTED       CA2330
 JT9067
 JT9067                          STATION DESCRIPTION
 JT9067
 JT9067'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9067'AT INTERSECTION OF LINCOLN AVENUE AND MARIN, SOUTH TRAFFIC LANE, 10 FT
 JT9067'(3.0 M) WEST OF THE CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9067'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0734 ***********************************************************************
 HR0734  DESIGNATION -  34 B
 HR0734  PID         -  HR0734
 HR0734  STATE/COUNTY-  CA/MARIPOSA
 HR0734  USGS QUAD   -  EL CAPITAN (1992)
 HR0734
 HR0734                         *CURRENT SURVEY CONTROL
 HR0734  ___________________________________________________________________
 HR0734* NAD 83(1986)-  37 39 06.     (N)    119 42 17.     (W)     SCALED    
 HR0734* NAVD 88     -      1842.02   (+/-2cm)    6043.4    (feet)  VERTCON   
 HR0734  ___________________________________________________________________
 HR0734  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 HR0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0734
 HR0734.The horizontal coordinates were scaled from a topographic map and have
 HR0734.an estimated accuracy of +/- 6 seconds.
 HR0734
 HR0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0734.The vertical order pertains to the NGVD 29 superseded value.
 HR0734
 HR0734.The geoid height was determined by GEOID03.
 HR0734
 HR0734;                    North         East    Units  Estimated Accuracy
 HR0734;SPC CA 3     -   628,110.    2,070,180.      MT  (+/- 180 meters Scaled)
 HR0734
 HR0734                          SUPERSEDED SURVEY CONTROL
 HR0734
 HR0734  NGVD 29 (??/??/92) 1840.967  (m)         6039.91   (f) ADJ UNCH    2 0
 HR0734
 HR0734.Superseded values are not recommended for survey control.
 HR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0734.See file dsdata.txt to determine how the superseded data were derived.
 HR0734
 HR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB613706(NAD 83)
 HR0734_MARKER: DD = SURVEY DISK
 HR0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0734_SP_SET: STEP
 HR0734_STAMPING: 6039 34 B 1934
 HR0734_MARK LOGO: USGS  
 HR0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 HR0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0734+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 HR0734
 HR0734  HISTORY     - Date     Condition        Report By
 HR0734  HISTORY     - 1934     MONUMENTED       USGS
 HR0734  HISTORY     - 1943     GOOD             NGS
 HR0734  HISTORY     - 19880331 GOOD             NGS
 HR0734  HISTORY     - 20040917 GOOD             GEOCAC
 HR0734  HISTORY     - 20080703 GOOD             GEOCAC
 HR0734  HISTORY     - 20080703 GOOD             GEOCAC
 HR0734
 HR0734                          STATION DESCRIPTION
 HR0734
 HR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0734'13.3 MI SW FROM OLD VILLAGE.
 HR0734'13.3 MILES SOUTHWEST ALONG THE YOSEMITE VALLY ROAD FROM THE
 HR0734'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, 12.3 MILES
 HR0734'NORTH ALONG THE SAME ROAD FROM THE POST OFFICE AT WAWONA, IN
 HR0734'YOSEMITE NATIONAL PARK, AT CHINQUAPIN, ON THE FRONT STEPS OF
 HR0734'THE CHINQUAPIN RANGER STATION OFFICE, IN THE TOP OF THE FIRST
 HR0734'STEP, 8 INCHES FROM THE SOUTH END, AND 65 FEET WEST OF THE
 HR0734'CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 HR0734'STANDARD DISK, STAMPED 6039 34 B 1934.
 HR0734
 HR0734                          STATION RECOVERY (1988)
 HR0734
 HR0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 HR0734'OTHER ALIASES INCLUDE NN 283 AND CHINQUAPIN S5. STATION IS AT
 HR0734'CHINQUAPIN RANGER RESIDENCE IN YOSEMITE NATIONAL PARK. STATION IS 9.3
 HR0734'AIRLINE MILES SW OF PARK HEADQUARTERS IN YOSEMITE (NEW) VILLAGE.  TO
 HR0734'ACCESS FROM ARCH ROCK ENTRANCE GATE (ON CA ROUTE 140, 8 MI (12.9 KM)
 HR0734'EAST OF EL PORTAL) , GO NE THEN EAST ON CA 140 (YOSEMITE ALLYEAR
 HR0734'HIGHWAY) FOR 0.9 MI (1.4 KM) .  TURN RIGHT, OVER BRIDGE, AND GO 0.9 MI
 HR0734'(1.4 KM) .  TURN RIGHT ONTO CA 41 (WAWONA ROAD) AND GO 9.1 MI (14.6
 HR0734'KM) TO STATION.  STATION IS 25.6 M (84.0 FT) WSW OF CENTER OF
 HR0734'INTERSECTION OF CA 41 AND GLACIER POINT ROAD, ON THE SOUTH END OF
 HR0734'FIRST STONE STEP LEADING UP TO WHITE PICKET FENCE GATE OF RANGER
 HR0734'RESIDENCE (NO 5000) , 1.3 M (4.3 FT) SOUTH OF CENTER OF GATE, 15.1 M
 HR0734'(49.5 FT) WEST OF UNUSED FLAGPOLE, 21.9 M (71.9 FT) SW OF DOOR TO SHED
 HR0734'5003, 2.5 M (8.2 FT) WEST OF WEST EDGE OF DRIVEWAY, AND 2.6 M (8.5 FT)
 HR0734'EAST OF EAST WALL OF RESIDENCE.
 HR0734
 HR0734                          STATION RECOVERY (2004)
 HR0734
 HR0734'RECOVERY NOTE BY GEOCACHING 2004 (LS)
 HR0734'RECOVERED IN GOOD CONDITION.
 HR0734
 HR0734                          STATION RECOVERY (2008)
 HR0734
 HR0734'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 HR0734'RANGER STATION OFFICE IS NOW PRIVATE RESIDENCE ADDRESSED 5859.  TOP
 HR0734'STEP IS NOW LEVEL WITH SURROUNDING GROUND.  NO WHITE PICKET FENCE, NO
 HR0734'GATE, NO FLAGPOLE AND DRIVEWAY DIMENSION MAY HAVE CHANGED.
 HR0734'MARK VISIBLE FROM STREET AND ROUGH ESTIMATES SUGGESTS ESSENTIALLY AS
 HR0734'DESCRIBED PREVIOUSLY OTHERWISE.
 HR0734
 HR0734                          STATION RECOVERY (2008)
 HR0734
 HR0734'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 HR0734'LEFT OFF POSITION UPDATE - ESTIMATE IS N37.65229 W119.70350.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9068 ***********************************************************************
 JT9068  DESIGNATION -  34 C
 JT9068  PID         -  JT9068
 JT9068  STATE/COUNTY-  CA/NAPA
 JT9068  USGS QUAD   -  NAPA (1980)
 JT9068
 JT9068                         *CURRENT SURVEY CONTROL
 JT9068  ___________________________________________________________________
 JT9068* NAD 83(1986)-  38 18 30.     (N)    122 17 46.     (W)     SCALED    
 JT9068* NAVD 88     -        12.00   (+/-2cm)      39.4    (feet)  VERTCON   
 JT9068  ___________________________________________________________________
 JT9068  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9068  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9068
 JT9068.The horizontal coordinates were scaled from a topographic map and have
 JT9068.an estimated accuracy of +/- 6 seconds.
 JT9068
 JT9068.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9068.The vertical order pertains to the NGVD 29 superseded value.
 JT9068
 JT9068.The geoid height was determined by GEOID03.
 JT9068
 JT9068;                    North         East    Units  Estimated Accuracy
 JT9068;SPC CA 2     -   571,270.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9068
 JT9068                          SUPERSEDED SURVEY CONTROL
 JT9068
 JT9068  NGVD 29 (??/??/92)   11.22   (m)           36.8    (f) COMPUTED    2 2
 JT9068
 JT9068.Superseded values are not recommended for survey control.
 JT9068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9068.See file dsdata.txt to determine how the superseded data were derived.
 JT9068
 JT9068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615402(NAD 83)
 JT9068_MARKER: DD = SURVEY DISK
 JT9068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9068_SP_SET: CONCRETE POST
 JT9068_MARK LOGO: CA2330
 JT9068_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9068+STABILITY: SURFACE MOTION
 JT9068
 JT9068  HISTORY     - Date     Condition        Report By
 JT9068  HISTORY     - 1971     MONUMENTED       CA2330
 JT9068
 JT9068                          STATION DESCRIPTION
 JT9068
 JT9068'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9068'AT INTERSECTION OF LINCOLN AVENUE AND JEFFERSON, SOUTH TRAFFIC LANE,
 JT9068'10 FT (3.0 M) WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH
 JT9068'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0378 ***********************************************************************
 DY0378  DESIGNATION -  34 C OF LB
 DY0378  PID         -  DY0378
 DY0378  STATE/COUNTY-  CA/LOS ANGELES
 DY0378  USGS QUAD   -  LONG BEACH (1981)
 DY0378
 DY0378                         *CURRENT SURVEY CONTROL
 DY0378  ___________________________________________________________________
 DY0378* NAD 83(1986)-  33 46 06.     (N)    118 08 29.     (W)     SCALED    
 DY0378* NAVD 88     -        18.00   (+/-2cm)      59.1    (feet)  VERTCON   
 DY0378  ___________________________________________________________________
 DY0378  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0378  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0378
 DY0378.The horizontal coordinates were scaled from a topographic map and have
 DY0378.an estimated accuracy of +/- 6 seconds.
 DY0378
 DY0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0378.The vertical order pertains to the NGVD 29 superseded value.
 DY0378
 DY0378.The geoid height was determined by GEOID03.
 DY0378
 DY0378;                    North         East    Units  Estimated Accuracy
 DY0378;SPC CA 5     -   529,780.    1,986,900.      MT  (+/- 180 meters Scaled)
 DY0378
 DY0378                          SUPERSEDED SURVEY CONTROL
 DY0378
 DY0378  NGVD 29 (??/??/92)   17.225  (m)           56.51   (f) ADJ UNCH    1 2
 DY0378
 DY0378.Superseded values are not recommended for survey control.
 DY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0378.See file dsdata.txt to determine how the superseded data were derived.
 DY0378
 DY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943370(NAD 83)
 DY0378_MARKER: DD = SURVEY DISK
 DY0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0378_STAMPING: BM NO 34
 DY0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0378+STABILITY: SURFACE MOTION
 DY0378
 DY0378  HISTORY     - Date     Condition        Report By
 DY0378  HISTORY     - UNK      MONUMENTED       CA1970
 DY0378  HISTORY     - 1954     GOOD             NGS
 DY0378  HISTORY     - 1964     GOOD             NGS
 DY0378  HISTORY     - 20061111 GOOD             GEOCAC
 DY0378
 DY0378                          STATION DESCRIPTION
 DY0378
 DY0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0378'AT LONG BEACH.
 DY0378'AT LONG BEACH, 0.9 MILE SOUTH ALONG XIMENO AVENUE FROM THE
 DY0378'INTERSECTION OF ANAHEIM STREET, AT THE NORTHEAST CORNER OF THE
 DY0378'INTERSECTION OF THIRD STREET, IN THE BRICK SURFACE BETWEEN THE
 DY0378'SIDEWALK AND THE NORTH CURB OF THE STREET, 12.0 FEET EAST OF THE
 DY0378'EAST CURB OF THE AVENUE, 6.5 FEET SOUTHEAST OF THE CENTER OF A
 DY0378'STEEL MANHOLE COVER IN THE SIDEWALK, 2.1 FEET NORTH OF THE NORTH
 DY0378'CURB OF THE STREET, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP
 DY0378'OF A CONCRETE POST, ACCESS TO WHICH IS HAS THROUGH A 5-INCH
 DY0378'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0378
 DY0378                          STATION RECOVERY (1964)
 DY0378
 DY0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0378'RECOVERED IN GOOD CONDITION.
 DY0378
 DY0378                          STATION RECOVERY (2006)
 DY0378
 DY0378'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0378'MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES.  THE
 DY0378'COVER TO THE WELL IS MARKED ONLY LB.  THE DATASHEET CONTAINS AN ERROR
 DY0378'IN THAT THE STAMPING ON THE DISK IS BM NO 33, NOT AS PREVIOUSLY
 DY0378'REPORTED.
 DY0378'THIS ERROR LIKELY STEMS FROM THE FACT THAT THE CITY OF LONG BEACH ALSO
 DY0378'ERRONEOUSLY CALLS THIS MARK NO 34.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0615 ***********************************************************************
 HS0615  DESIGNATION -  34 CADWR
 HS0615  PID         -  HS0615
 HS0615  STATE/COUNTY-  CA/STANISLAUS
 HS0615  USGS QUAD   -  WESTLEY (1991)
 HS0615
 HS0615                         *CURRENT SURVEY CONTROL
 HS0615  ___________________________________________________________________
 HS0615* NAD 83(1986)-  37 30 15.     (N)    121 13 31.     (W)     SCALED    
 HS0615* NAVD 88     -        77.81   (+/-2cm)     255.3    (feet)  VERTCON   
 HS0615  ___________________________________________________________________
 HS0615  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 HS0615  VERT ORDER  -  THIRD (See Below)
 HS0615
 HS0615.The horizontal coordinates were scaled from a topographic map and have
 HS0615.an estimated accuracy of +/- 6 seconds.
 HS0615
 HS0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0615.The vertical order pertains to the NGVD 29 superseded value.
 HS0615
 HS0615.The geoid height was determined by GEOID03.
 HS0615
 HS0615;                    North         East    Units  Estimated Accuracy
 HS0615;SPC CA 3     -   611,690.    1,935,880.      MT  (+/- 180 meters Scaled)
 HS0615
 HS0615                          SUPERSEDED SURVEY CONTROL
 HS0615
 HS0615  NGVD 29 (??/??/??)   77.05   (m)          252.8    (f) RESET       3  
 HS0615
 HS0615.Superseded values are not recommended for survey control.
 HS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0615.See file dsdata.txt to determine how the superseded data were derived.
 HS0615
 HS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG568522(NAD 83)
 HS0615_MARKER: DD = SURVEY DISK
 HS0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0615_STAMPING: 34
 HS0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0615+STABILITY: SURFACE MOTION
 HS0615
 HS0615  HISTORY     - Date     Condition        Report By
 HS0615  HISTORY     - UNK      MONUMENTED       CADWR
 HS0615  HISTORY     - 1961     GOOD             NGS
 HS0615  HISTORY     - 1964     GOOD             NGS
 HS0615
 HS0615                          STATION DESCRIPTION
 HS0615
 HS0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0615'8.4 MI NW FROM PATTERSON.
 HS0615'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0615'STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE,
 HS0615'THENCE 2.25 MILES WEST ALONG DEL PUERTO CANYON ROAD, THENCE 2.45
 HS0615'MILES NORTHWEST ALONG A DIRT ROAD AND TELEPHONE LINE, AT THE
 HS0615'NORTH CORNER OF A FENCE AROUND A SHEEP CAMP, 44 FEET NORTHEAST
 HS0615'OF THE CENTER LINE OF THE ROAD, 82 FEET SOUTHEAST OF A TELEPHONE
 HS0615'POLE, 57.7 FEET EAST AND ACROSS THE ROAD FROM THE EAST CORNER
 HS0615'OF A FRAME BUILDING, 1 1/2 FEET WEST OF A FENCE CORNER POST,
 HS0615'1.3 FEET NORTHWEST OF A FENCE, 3.4 FEET SOUTHEAST OF A WITNESS
 HS0615'POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 HS0615'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HS0615
 HS0615                          STATION RECOVERY (1964)
 HS0615
 HS0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9069 ***********************************************************************
 JT9069  DESIGNATION -  34 D
 JT9069  PID         -  JT9069
 JT9069  STATE/COUNTY-  CA/NAPA
 JT9069  USGS QUAD   -  NAPA (1980)
 JT9069
 JT9069                         *CURRENT SURVEY CONTROL
 JT9069  ___________________________________________________________________
 JT9069* NAD 83(1986)-  38 18 30.     (N)    122 17 40.     (W)     SCALED    
 JT9069* NAVD 88     -        11.05   (+/-2cm)      36.3    (feet)  VERTCON   
 JT9069  ___________________________________________________________________
 JT9069  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9069  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9069
 JT9069.The horizontal coordinates were scaled from a topographic map and have
 JT9069.an estimated accuracy of +/- 6 seconds.
 JT9069
 JT9069.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9069.The vertical order pertains to the NGVD 29 superseded value.
 JT9069
 JT9069.The geoid height was determined by GEOID03.
 JT9069
 JT9069;                    North         East    Units  Estimated Accuracy
 JT9069;SPC CA 2     -   571,270.    1,974,250.      MT  (+/- 180 meters Scaled)
 JT9069
 JT9069                          SUPERSEDED SURVEY CONTROL
 JT9069
 JT9069  NGVD 29 (??/??/92)   10.27   (m)           33.7    (f) COMPUTED    2 2
 JT9069
 JT9069.Superseded values are not recommended for survey control.
 JT9069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9069.See file dsdata.txt to determine how the superseded data were derived.
 JT9069
 JT9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616402(NAD 83)
 JT9069_MARKER: DD = SURVEY DISK
 JT9069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9069_SP_SET: CONCRETE POST
 JT9069_MARK LOGO: CA2330
 JT9069_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9069+STABILITY: SURFACE MOTION
 JT9069
 JT9069  HISTORY     - Date     Condition        Report By
 JT9069  HISTORY     - 1971     MONUMENTED       CA2330
 JT9069
 JT9069                          STATION DESCRIPTION
 JT9069
 JT9069'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9069'AT INTERSECTION OF LINCOLN AVENUE AND MAIN, SOUTH TRAFFIC LANE, 10 FT
 JT9069'(3.0 M) WEST OF CENTERLINE OF MAIN STREET SOUTH, A WELL TYPE CONCRETE
 JT9069'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9070 ***********************************************************************
 JT9070  DESIGNATION -  34 E
 JT9070  PID         -  JT9070
 JT9070  STATE/COUNTY-  CA/NAPA
 JT9070  USGS QUAD   -  NAPA (1980)
 JT9070
 JT9070                         *CURRENT SURVEY CONTROL
 JT9070  ___________________________________________________________________
 JT9070* NAD 83(1986)-  38 18 30.     (N)    122 17 28.     (W)     SCALED    
 JT9070* NAVD 88     -         8.69   (+/-2cm)      28.5    (feet)  VERTCON   
 JT9070  ___________________________________________________________________
 JT9070  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9070  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9070
 JT9070.The horizontal coordinates were scaled from a topographic map and have
 JT9070.an estimated accuracy of +/- 6 seconds.
 JT9070
 JT9070.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9070.The vertical order pertains to the NGVD 29 superseded value.
 JT9070
 JT9070.The geoid height was determined by GEOID03.
 JT9070
 JT9070;                    North         East    Units  Estimated Accuracy
 JT9070;SPC CA 2     -   571,270.    1,974,540.      MT  (+/- 180 meters Scaled)
 JT9070
 JT9070                          SUPERSEDED SURVEY CONTROL
 JT9070
 JT9070  NGVD 29 (??/??/92)    7.91   (m)           26.0    (f) COMPUTED    2 2
 JT9070
 JT9070.Superseded values are not recommended for survey control.
 JT9070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9070.See file dsdata.txt to determine how the superseded data were derived.
 JT9070
 JT9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619402(NAD 83)
 JT9070_MARKER: DD = SURVEY DISK
 JT9070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9070_SP_SET: CONCRETE POST
 JT9070_MARK LOGO: CA2330
 JT9070_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9070+STABILITY: SURFACE MOTION
 JT9070
 JT9070  HISTORY     - Date     Condition        Report By
 JT9070  HISTORY     - 1971     MONUMENTED       CA2330
 JT9070
 JT9070                          STATION DESCRIPTION
 JT9070
 JT9070'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9070'AT INTERSECTION OF LINCOLN AND YAJOME AVENUES, SOUTH TRAFFIC LANE, 10
 JT9070'FT (3.0 M) WEST OF CENTERLINE OF YAJOME STREET NORTH, A WELL TYPE
 JT9070'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9071 ***********************************************************************
 JT9071  DESIGNATION -  34 F
 JT9071  PID         -  JT9071
 JT9071  STATE/COUNTY-  CA/NAPA
 JT9071  USGS QUAD   -  NAPA (1980)
 JT9071
 JT9071                         *CURRENT SURVEY CONTROL
 JT9071  ___________________________________________________________________
 JT9071* NAD 83(1986)-  38 18 36.     (N)    122 16 46.     (W)     SCALED    
 JT9071* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 JT9071  ___________________________________________________________________
 JT9071  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9071  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9071
 JT9071.The horizontal coordinates were scaled from a topographic map and have
 JT9071.an estimated accuracy of +/- 6 seconds.
 JT9071
 JT9071.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9071.The vertical order pertains to the NGVD 29 superseded value.
 JT9071
 JT9071.The geoid height was determined by GEOID03.
 JT9071
 JT9071;                    North         East    Units  Estimated Accuracy
 JT9071;SPC CA 2     -   571,450.    1,975,560.      MT  (+/- 180 meters Scaled)
 JT9071
 JT9071                          SUPERSEDED SURVEY CONTROL
 JT9071
 JT9071  NGVD 29 (??/??/92)    6.45   (m)           21.2    (f) COMPUTED    2 2
 JT9071
 JT9071.Superseded values are not recommended for survey control.
 JT9071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9071.See file dsdata.txt to determine how the superseded data were derived.
 JT9071
 JT9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH629404(NAD 83)
 JT9071_MARKER: DD = SURVEY DISK
 JT9071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9071_SP_SET: CONCRETE POST
 JT9071_MARK LOGO: CA2330
 JT9071_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9071+STABILITY: SURFACE MOTION
 JT9071
 JT9071  HISTORY     - Date     Condition        Report By
 JT9071  HISTORY     - 1971     MONUMENTED       CA2330
 JT9071
 JT9071                          STATION DESCRIPTION
 JT9071
 JT9071'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9071'ALONG LINCOLN AVENUE, AT ANGLE POINT WEST OF NAPA RIVER BRIDGE AT
 JT9071'CENTERLINE OF PI, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2236 ***********************************************************************
 EV2236  DESIGNATION -  34 FMK
 EV2236  PID         -  EV2236
 EV2236  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2236  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2236
 EV2236                         *CURRENT SURVEY CONTROL
 EV2236  ___________________________________________________________________
 EV2236* NAD 83(1986)-  34 59 37.     (N)    117 33 19.     (W)     SCALED    
 EV2236* NAVD 88     -       757.598  (meters)    2485.55   (feet)  ADJUSTED  
 EV2236  ___________________________________________________________________
 EV2236  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2236  DYNAMIC HT  -         756.743 (meters)    2482.75  (feet)  COMP
 EV2236  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 EV2236
 EV2236  VERT ORDER  -  FIRST     CLASS I
 EV2236
 EV2236.The horizontal coordinates were scaled from a topographic map and have
 EV2236.an estimated accuracy of +/- 6 seconds.
 EV2236
 EV2236.The orthometric height was determined by differential leveling
 EV2236.and adjusted in June 1991.
 EV2236.WARNING-Repeat measurements at this control monument indicate possible
 EV2236.vertical movement.
 EV2236
 EV2236.The geoid height was determined by GEOID03.
 EV2236
 EV2236.The dynamic height is computed by dividing the NAVD 88
 EV2236.geopotential number by the normal gravity value computed on the
 EV2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2236.degrees latitude (g = 980.6199 gals.).
 EV2236
 EV2236.The modeled gravity was interpolated from observed gravity values.
 EV2236
 EV2236;                    North         East    Units  Estimated Accuracy
 EV2236;SPC CA 5     -   665,770.    2,040,600.      MT  (+/- 180 meters Scaled)
 EV2236
 EV2236                          SUPERSEDED SURVEY CONTROL
 EV2236
 EV2236  NGVD 29 (??/??/92)  756.802  (m)         2482.94   (f) ADJ UNCH    1 1
 EV2236
 EV2236.Superseded values are not recommended for survey control.
 EV2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2236.See file dsdata.txt to determine how the superseded data were derived.
 EV2236
 EV2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU493724(NAD 83)
 EV2236_MARKER: DD = SURVEY DISK
 EV2236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2236_SP_SET: CULVERT
 EV2236_STAMPING: 34 FMK 1973
 EV2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2236
 EV2236  HISTORY     - Date     Condition        Report By
 EV2236  HISTORY     - 1973     MONUMENTED       USGS
 EV2236  HISTORY     - 1974     GOOD             NGS
 EV2236  HISTORY     - 1977     GOOD             NGS
 EV2236
 EV2236                          STATION DESCRIPTION
 EV2236
 EV2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2236'5.4 MI E FROM BORON.
 EV2236'5.45 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2236'FROM THE STATION AT BORON, 13 1/2 POLES EAST OF MILEPOST 779, IN
 EV2236'THE TOP OF AND 0.6 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE
 EV2236'HEADWALL OF A 36-INCH PIPE CULVERT, 9.5 FEET NORTH OF THE NORTH
 EV2236'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  SECTION 6, T10, R6W
 EV2236
 EV2236                          STATION RECOVERY (1977)
 EV2236
 EV2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI6434 ***********************************************************************
 AI6434  DESIGNATION -  34 HJH
 AI6434  PID         -  AI6434
 AI6434  STATE/COUNTY-  CA/SUTTER
 AI6434  USGS QUAD   -  SUTTER BUTTES (1973)
 AI6434
 AI6434                         *CURRENT SURVEY CONTROL
 AI6434  ___________________________________________________________________
 AI6434* NAD 83(1986)-  39 11 08.     (N)    121 48 43.     (W)     SCALED    
 AI6434* NAVD 88     -       111.691  (meters)     366.44   (feet)  ADJUSTED  
 AI6434  ___________________________________________________________________
 AI6434  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AI6434  DYNAMIC HT  -         111.631 (meters)     366.24  (feet)  COMP
 AI6434  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 AI6434
 AI6434  VERT ORDER  -  FIRST     CLASS II
 AI6434
 AI6434.The horizontal coordinates were scaled from a topographic map and have
 AI6434.an estimated accuracy of +/- 6 seconds.
 AI6434
 AI6434.The orthometric height was determined by differential leveling
 AI6434.and adjusted in July 2002.
 AI6434.No vertical observational check was made to the station.
 AI6434
 AI6434.The geoid height was determined by GEOID03.
 AI6434
 AI6434.The dynamic height is computed by dividing the NAVD 88
 AI6434.geopotential number by the normal gravity value computed on the
 AI6434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6434.degrees latitude (g = 980.6199 gals.).
 AI6434
 AI6434.The modeled gravity was interpolated from observed gravity values.
 AI6434
 AI6434;                    North         East    Units  Estimated Accuracy
 AI6434;SPC CA 2     -   668,620.    2,016,250.      MT  (+/- 180 meters Scaled)
 AI6434
 AI6434                          SUPERSEDED SURVEY CONTROL
 AI6434
 AI6434.No superseded survey control is available for this station.
 AI6434
 AI6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ026380(NAD 83)
 AI6434_MARKER: DB = BENCH MARK DISK
 AI6434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6434_STAMPING: 34 HJH 1952 364
 AI6434_MARK LOGO: USGS  
 AI6434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6434+STABILITY: SURFACE MOTION
 AI6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6434+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AI6434
 AI6434  HISTORY     - Date     Condition        Report By
 AI6434  HISTORY     - 1952     MONUMENTED       USGS
 AI6434  HISTORY     - 20000330 GOOD             NGS
 AI6434  HISTORY     - 20040303 GOOD             CADT
 AI6434
 AI6434                          STATION DESCRIPTION
 AI6434
 AI6434'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6434'0.4 KM (0.25 MI) EASTERLY ALONG NELSON STREET FROM THE POST OFFICE IN
 AI6434'SUTTER, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG ACACIA AVENUE, THENCE
 AI6434'5.7 KM (3.55 MI) WESTERLY ALONG PASS ROAD, 10.1 M (33.1 FT) SOUTH OF
 AI6434'THE ROAD CENTERLINE, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M
 AI6434'(1.3 FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AI6434'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE ROAD
 AI6434'RIGHT-OF-WAY.
 AI6434
 AI6434                          STATION RECOVERY (2004)
 AI6434
 AI6434'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 AI6434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1178 ***********************************************************************
 FT1178  DESIGNATION -  34 LC
 FT1178  PID         -  FT1178
 FT1178  STATE/COUNTY-  CA/SAN BERNARDINO
 FT1178  USGS QUAD   -  IBEX PASS (1984)
 FT1178
 FT1178                         *CURRENT SURVEY CONTROL
 FT1178  ___________________________________________________________________
 FT1178* NAD 83(1986)-  35 46 07.     (N)    116 19 27.     (W)     SCALED    
 FT1178* NAVD 88     -       464.568  (meters)    1524.17   (feet)  ADJUSTED  
 FT1178  ___________________________________________________________________
 FT1178  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FT1178  DYNAMIC HT  -         464.105 (meters)    1522.65  (feet)  COMP
 FT1178  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 FT1178
 FT1178  VERT ORDER  -  FIRST     CLASS II
 FT1178
 FT1178.The horizontal coordinates were scaled from a topographic map and have
 FT1178.an estimated accuracy of +/- 6 seconds.
 FT1178
 FT1178.The orthometric height was determined by differential leveling
 FT1178.and adjusted in June 1991.
 FT1178
 FT1178.The geoid height was determined by GEOID03.
 FT1178
 FT1178.The dynamic height is computed by dividing the NAVD 88
 FT1178.geopotential number by the normal gravity value computed on the
 FT1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1178.degrees latitude (g = 980.6199 gals.).
 FT1178
 FT1178.The modeled gravity was interpolated from observed gravity values.
 FT1178
 FT1178;                    North         East    Units  Estimated Accuracy
 FT1178;SPC CA 5     -   752,930.    2,151,550.      MT  (+/- 180 meters Scaled)
 FT1178
 FT1178                          SUPERSEDED SURVEY CONTROL
 FT1178
 FT1178  NGVD 29 (05/01/91)  463.873  (m)         1521.89   (f) ADJUSTED    1 2
 FT1178
 FT1178.Superseded values are not recommended for survey control.
 FT1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1178.See file dsdata.txt to determine how the superseded data were derived.
 FT1178
 FT1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV610584(NAD 83)
 FT1178_MARKER: DB = BENCH MARK DISK
 FT1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT1178_SP_SET: CONCRETE POST
 FT1178_STAMPING: 1522 34 LC 1949
 FT1178_MARK LOGO: USGS  
 FT1178_PROJECTION: PROJECTING 30 CENTIMETERS
 FT1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT1178+STABILITY: SURFACE MOTION
 FT1178
 FT1178  HISTORY     - Date     Condition        Report By
 FT1178  HISTORY     - 1949     MONUMENTED       USGS
 FT1178  HISTORY     - 1982     GOOD             NGS
 FT1178
 FT1178                          STATION DESCRIPTION
 FT1178
 FT1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FT1178'26.7 KM(16.6 MI) SOUTH FROM SHOSHONE.
 FT1178'26.7 KM (16.6 MI) SOUTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT1178'STATE HGIHWAY 178 EAST IN SHOSHONE, 1.1 KM (0.65 MI) NORTH OF A DIRT
 FT1178'ROAD LEADING WEST, 0.6 KM (0.4 MI) NORTH OF MILEPOST 39, ABOUT 0.55 KM
 FT1178'(0.35 MI) EAST-NORTHEAST ACROSS COUNTRY FROM A MICROWAVE TOWER, 0.4 KM
 FT1178'(0.25 MI) SOUTH OF THE Y JUNCTION OF A DIRT ROAD LEADING TH A
 FT1178'MICROWAVE TOWER, ON THE OUTSIDE OF A CURVE IN THE OLD HIGHWAY BED,
 FT1178'29.8 METERS (98 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 61
 FT1178'METERS (200 FT) NORTHWEST OF THE SOUTHEAST JUNCTION OF THE OLD
 FT1178'HIGHWAY, 56.6 METERS (185.5 FT) SOUTH OF THE NORTHEAST JUNCTION OF THE
 FT1178'OLD HIGHWAY, 6.5 METERS (21.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FT1178'OLD HIGHWAY.
 FT1178'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 FT1178'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1198 ***********************************************************************
 HT1198  DESIGNATION -  34 USN
 HT1198  PID         -  HT1198
 HT1198  STATE/COUNTY-  CA/SANTA CLARA
 HT1198  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1198
 HT1198                         *CURRENT SURVEY CONTROL
 HT1198  ___________________________________________________________________
 HT1198* NAD 83(1986)-  37 24 39.     (N)    122 03 14.     (W)     SCALED    
 HT1198* NAVD 88     -         6.60   (+/-2cm)      21.7    (feet)  VERTCON   
 HT1198  ___________________________________________________________________
 HT1198  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1198  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1198
 HT1198.The horizontal coordinates were scaled from a topographic map and have
 HT1198.an estimated accuracy of +/- 6 seconds.
 HT1198
 HT1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1198.The vertical order pertains to the NGVD 29 superseded value.
 HT1198
 HT1198.The geoid height was determined by GEOID03.
 HT1198
 HT1198;                    North         East    Units  Estimated Accuracy
 HT1198;SPC CA 3     -   602,230.    1,862,450.      MT  (+/- 180 meters Scaled)
 HT1198
 HT1198                          SUPERSEDED SURVEY CONTROL
 HT1198
 HT1198  NGVD 29 (??/??/92)    5.774  (m)           18.94   (f) ADJ UNCH    1 2
 HT1198
 HT1198.Superseded values are not recommended for survey control.
 HT1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1198.See file dsdata.txt to determine how the superseded data were derived.
 HT1198
 HT1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG837408(NAD 83)
 HT1198_MARKER: Z = SEE DESCRIPTION
 HT1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1198_STAMPING: 34
 HT1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1198+STABILITY: SURFACE MOTION
 HT1198
 HT1198  HISTORY     - Date     Condition        Report By
 HT1198  HISTORY     - UNK      MONUMENTED       DOD
 HT1198  HISTORY     - 1954     GOOD             NGS
 HT1198  HISTORY     - 1967     GOOD             NGS
 HT1198  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HT1198
 HT1198                          STATION DESCRIPTION
 HT1198
 HT1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1198'AT MOFFETT FIELD.
 HT1198'AT MOFFETT FIELD, AT THE T JUNCTION OF WESCOAT ROAD AND CUMMINGS
 HT1198'AVENUE, 41.4 FEET SOUTH OF THE SOUTH CURB OF THE ROAD, 44 FEET
 HT1198'WEST OF THE PROLONGATION OF THE CENTER LINE OF THE AVENUE, 35.7
 HT1198'FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE PORCH OF
 HT1198'BUILDING 43, 0.6 FOOT UNDERGROUND, ENCASED BY A 12-INCH CONCRETE
 HT1198'PIPE WITH A WOODEN COVER, AND SET IN THE TOP OF A CONCRETE POST.
 HT1198
 HT1198                          STATION RECOVERY (1967)
 HT1198
 HT1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1198'RECOVERED IN GOOD CONDITION.
 HT1198
 HT1198                          STATION RECOVERY (1989)
 HT1198
 HT1198'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHP)
 HT1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0567 ***********************************************************************
 HS0567  DESIGNATION -  34.63 EBMUD
 HS0567  PID         -  HS0567
 HS0567  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0567  USGS QUAD   -  HOLT (1994)
 HS0567
 HS0567                         *CURRENT SURVEY CONTROL
 HS0567  ___________________________________________________________________
 HS0567* NAD 83(1986)-  37 56 16.     (N)    121 30 03.     (W)     SCALED    
 HS0567* NAVD 88     -         1.04   (+/-2cm)       3.4    (feet)  VERTCON   
 HS0567  ___________________________________________________________________
 HS0567  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HS0567  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0567
 HS0567.The horizontal coordinates were scaled from a topographic map and have
 HS0567.an estimated accuracy of +/- 6 seconds.
 HS0567
 HS0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0567.The vertical order pertains to the NGVD 29 superseded value.
 HS0567
 HS0567.The geoid height was determined by GEOID03.
 HS0567
 HS0567;                    North         East    Units  Estimated Accuracy
 HS0567;SPC CA 3     -   660,040.    1,912,030.      MT  (+/- 180 meters Scaled)
 HS0567
 HS0567                          SUPERSEDED SURVEY CONTROL
 HS0567
 HS0567  NGVD 29 (??/??/92)    0.350  (m)            1.15   (f) ADJ UNCH    1 2
 HS0567
 HS0567.Superseded values are not recommended for survey control.
 HS0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0567.See file dsdata.txt to determine how the superseded data were derived.
 HS0567
 HS0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG317999(NAD 83)
 HS0567_MARKER: DD = SURVEY DISK
 HS0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0567_SP_SET: CONCRETE MANHOLE
 HS0567_STAMPING: P 2352+34.63 1.22 H 2352+50.31
 HS0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0567
 HS0567  HISTORY     - Date     Condition        Report By
 HS0567  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0567  HISTORY     - 1967     GOOD             NGS
 HS0567
 HS0567                          STATION DESCRIPTION
 HS0567
 HS0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0567'3.8 MI W FROM HOLT.
 HS0567'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS0567'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 3.75 MILES WEST ALONG
 HS0567'MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE
 HS0567'NORTH SIDE OF UPPER JONES TRACT, IN THE TOP OF THE EAST END OF
 HS0567'CONCRETE MANHOLE STRUCTURE 126 OF THE CENTER PIPE LINE, 38 FEET
 HS0567'SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF BENCH MARK
 HS0567'U 1105, 2.5 FEET EAST OF THE EAST WALL OF THE STRUCTURE, AND ABOUT
 HS0567'11 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1935 ***********************************************************************
 DY1935  DESIGNATION -  34.727 C OF LA
 DY1935  PID         -  DY1935
 DY1935  STATE/COUNTY-  CA/LOS ANGELES
 DY1935  USGS QUAD   -  TORRANCE (1981)
 DY1935
 DY1935                         *CURRENT SURVEY CONTROL
 DY1935  ___________________________________________________________________
 DY1935* NAD 83(1986)-  33 51 31.     (N)    118 17 25.     (W)     SCALED    
 DY1935* NAVD 88     -        11.33   (+/-2cm)      37.2    (feet)  VERTCON   
 DY1935  ___________________________________________________________________
 DY1935  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DY1935  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1935
 DY1935.The horizontal coordinates were scaled from a topographic map and have
 DY1935.an estimated accuracy of +/- 6 seconds.
 DY1935
 DY1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1935.The vertical order pertains to the NGVD 29 superseded value.
 DY1935
 DY1935.The geoid height was determined by GEOID03.
 DY1935
 DY1935;                    North         East    Units  Estimated Accuracy
 DY1935;SPC CA 5     -   539,820.    1,973,140.      MT  (+/- 180 meters Scaled)
 DY1935
 DY1935                          SUPERSEDED SURVEY CONTROL
 DY1935
 DY1935  NGVD 29 (??/??/92)   10.579  (m)           34.71   (f) ADJ UNCH    1 2
 DY1935
 DY1935.Superseded values are not recommended for survey control.
 DY1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1935.See file dsdata.txt to determine how the superseded data were derived.
 DY1935
 DY1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806472(NAD 83)
 DY1935_MARKER: S = SPIKE
 DY1935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1935_SP_SET: CULVERT
 DY1935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1935
 DY1935  HISTORY     - Date     Condition        Report By
 DY1935  HISTORY     - UNK      MONUMENTED       CA1980
 DY1935  HISTORY     - 1946     GOOD             NGS
 DY1935  HISTORY     - 1961     GOOD             CA1980
 DY1935
 DY1935                          STATION DESCRIPTION
 DY1935
 DY1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1935'AT LOS ANGELES.
 DY1935'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 DY1935'OF SOUTH VERMONT AVENUE AND WEST 190 TH. STREET, 64.5 FEET
 DY1935'WEST OF THE CENTERLINE OF SOUTH VERMONT AVENUE, 20.3 FEET SOUTH
 DY1935'OF THE CENTERLINE OF 190 TH. STREET, 5.2 FEET SOUTH OF THE
 DY1935'NORTH END OF A CONCRETE HEAD-WALL, 4.2 FEET NORTHWEST OF POWER
 DY1935'POLE NO. 220241E.  A CUT SPIKE IN A CONCRETE HEADWALL.
 DY1935
 DY1935                          STATION RECOVERY (1961)
 DY1935
 DY1935'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 DY1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0441 ***********************************************************************
 EW0441  DESIGNATION -  340.0 B DWR
 EW0441  PID         -  EW0441
 EW0441  STATE/COUNTY-  CA/LOS ANGELES
 EW0441  USGS QUAD   -  RITTER RIDGE (1974)
 EW0441
 EW0441                         *CURRENT SURVEY CONTROL
 EW0441  ___________________________________________________________________
 EW0441* NAD 83(1986)-  34 36 27.     (N)    118 12 19.     (W)     SCALED    
 EW0441* NAVD 88     -       899.41   (+/-2cm)    2950.8    (feet)  VERTCON   
 EW0441  ___________________________________________________________________
 EW0441  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0441
 EW0441.The horizontal coordinates were scaled from a topographic map and have
 EW0441.an estimated accuracy of +/- 6 seconds.
 EW0441
 EW0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0441.The vertical order pertains to the NGVD 29 superseded value.
 EW0441
 EW0441.The geoid height was determined by GEOID03.
 EW0441
 EW0441;                    North         East    Units  Estimated Accuracy
 EW0441;SPC CA 5     -   622,870.    1,981,170.      MT  (+/- 180 meters Scaled)
 EW0441
 EW0441                          SUPERSEDED SURVEY CONTROL
 EW0441
 EW0441  NGVD 29 (??/??/92)  898.542  (m)         2947.97   (f) ADJ UNCH    2 0
 EW0441
 EW0441.Superseded values are not recommended for survey control.
 EW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0441.See file dsdata.txt to determine how the superseded data were derived.
 EW0441
 EW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU894301(NAD 83)
 EW0441_MARKER: DD = SURVEY DISK
 EW0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0441_SP_SET: CONCRETE LINING
 EW0441_STAMPING: 340.0 B 1971
 EW0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0441
 EW0441  HISTORY     - Date     Condition        Report By
 EW0441  HISTORY     - 1971     MONUMENTED       CADWR
 EW0441  HISTORY     - 1971     GOOD             NGS
 EW0441
 EW0441                          STATION DESCRIPTION
 EW0441
 EW0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0441'37 MI SE FROM PORTER TUNNEL.
 EW0441'37.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE SOUTH
 EW0441'PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE THE PAINTED MILEAGE
 EW0441'340.00, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW0441'AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0441'SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0440 ***********************************************************************
 EW0440  DESIGNATION -  340.1 B DWR
 EW0440  PID         -  EW0440
 EW0440  STATE/COUNTY-  CA/LOS ANGELES
 EW0440  USGS QUAD   -  RITTER RIDGE (1974)
 EW0440
 EW0440                         *CURRENT SURVEY CONTROL
 EW0440  ___________________________________________________________________
 EW0440* NAD 83(1986)-  34 36 24.     (N)    118 12 14.     (W)     SCALED    
 EW0440* NAVD 88     -       899.43   (+/-2cm)    2950.9    (feet)  VERTCON   
 EW0440  ___________________________________________________________________
 EW0440  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0440
 EW0440.The horizontal coordinates were scaled from a topographic map and have
 EW0440.an estimated accuracy of +/- 6 seconds.
 EW0440
 EW0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0440.The vertical order pertains to the NGVD 29 superseded value.
 EW0440
 EW0440.The geoid height was determined by GEOID03.
 EW0440
 EW0440;                    North         East    Units  Estimated Accuracy
 EW0440;SPC CA 5     -   622,780.    1,981,300.      MT  (+/- 180 meters Scaled)
 EW0440
 EW0440                          SUPERSEDED SURVEY CONTROL
 EW0440
 EW0440  NGVD 29 (??/??/92)  898.563  (m)         2948.04   (f) ADJ UNCH    2 0
 EW0440
 EW0440.Superseded values are not recommended for survey control.
 EW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0440.See file dsdata.txt to determine how the superseded data were derived.
 EW0440
 EW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU896300(NAD 83)
 EW0440_MARKER: DD = SURVEY DISK
 EW0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0440_SP_SET: CONCRETE LINING
 EW0440_STAMPING: MILE 340.1 B
 EW0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0440
 EW0440  HISTORY     - Date     Condition        Report By
 EW0440  HISTORY     - UNK      MONUMENTED       CADWR
 EW0440  HISTORY     - 1971     GOOD             NGS
 EW0440
 EW0440                          STATION DESCRIPTION
 EW0440
 EW0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0440'37.1 MI SE FROM PORTER TUNNEL.
 EW0440'37.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0440'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0440'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0440'CONCRETE LINING OF THE AQUEDUCT, 138 FEET NORTHWEST OF A POINT
 EW0440'IN LINE WITH THE CENTER OF A STEEL LADDER ON THE SOUTHWEST
 EW0440'LINING, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0440'SECTION 13, T 6 N, R 13 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0451 ***********************************************************************
 EW0451  DESIGNATION -  340.4 C DWR
 EW0451  PID         -  EW0451
 EW0451  STATE/COUNTY-  CA/LOS ANGELES
 EW0451  USGS QUAD   -  RITTER RIDGE (1974)
 EW0451
 EW0451                         *CURRENT SURVEY CONTROL
 EW0451  ___________________________________________________________________
 EW0451* NAD 83(1986)-  34 37 01.     (N)    118 13 34.     (W)     SCALED    
 EW0451* NAVD 88     -       896.37   (+/-2cm)    2940.8    (feet)  VERTCON   
 EW0451  ___________________________________________________________________
 EW0451  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0451
 EW0451.The horizontal coordinates were scaled from a topographic map and have
 EW0451.an estimated accuracy of +/- 6 seconds.
 EW0451
 EW0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0451.The vertical order pertains to the NGVD 29 superseded value.
 EW0451
 EW0451.The geoid height was determined by GEOID03.
 EW0451
 EW0451;                    North         East    Units  Estimated Accuracy
 EW0451;SPC CA 5     -   623,920.    1,979,270.      MT  (+/- 180 meters Scaled)
 EW0451
 EW0451                          SUPERSEDED SURVEY CONTROL
 EW0451
 EW0451  NGVD 29 (??/??/92)  895.493  (m)         2937.96   (f) ADJ UNCH    2 0
 EW0451
 EW0451.Superseded values are not recommended for survey control.
 EW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0451.See file dsdata.txt to determine how the superseded data were derived.
 EW0451
 EW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU875312(NAD 83)
 EW0451_MARKER: DD = SURVEY DISK
 EW0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0451_STAMPING: 340.4 C 1968
 EW0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0451+STABILITY: SURFACE MOTION
 EW0451
 EW0451  HISTORY     - Date     Condition        Report By
 EW0451  HISTORY     - 1968     MONUMENTED       CADWR
 EW0451  HISTORY     - 1971     GOOD             NGS
 EW0451
 EW0451                          STATION DESCRIPTION
 EW0451
 EW0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0451'35.4 MI SE FROM PORTER TUNNEL.
 EW0451'35.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0451'SOUTH PORTAL OF THE PORTER TUNNEL, ON THE TOP OF A HILL, 1.0 FOOT
 EW0451'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A
 EW0451'WITNESS POST, ABOUT 15 FEET LOWER THAN THE NORTH LEVEE ROAD, AND
 EW0451'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 EW0451'THE GROUND.  SECTION 11, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0051 ***********************************************************************
 HT0051  DESIGNATION -  340.467 C OF O
 HT0051  PID         -  HT0051
 HT0051  STATE/COUNTY-  CA/ALAMEDA
 HT0051  USGS QUAD   -  OAKLAND EAST (1997)
 HT0051
 HT0051                         *CURRENT SURVEY CONTROL
 HT0051  ___________________________________________________________________
 HT0051* NAD 83(1986)-  37 51 32.     (N)    122 14 40.     (W)     SCALED    
 HT0051* NAVD 88     -       105.50   (+/-2cm)     346.1    (feet)  VERTCON   
 HT0051  ___________________________________________________________________
 HT0051  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HT0051  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0051
 HT0051.The horizontal coordinates were scaled from a topographic map and have
 HT0051.an estimated accuracy of +/- 6 seconds.
 HT0051
 HT0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0051.The vertical order pertains to the NGVD 29 superseded value.
 HT0051
 HT0051.The geoid height was determined by GEOID03.
 HT0051
 HT0051;                    North         East    Units  Estimated Accuracy
 HT0051;SPC CA 3     -   652,240.    1,846,510.      MT  (+/- 180 meters Scaled)
 HT0051
 HT0051                          SUPERSEDED SURVEY CONTROL
 HT0051
 HT0051  NGVD 29 (??/??/92)  104.65   (m)          343.3    (f) COMPUTED    1 2
 HT0051
 HT0051.Superseded values are not recommended for survey control.
 HT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0051.See file dsdata.txt to determine how the superseded data were derived.
 HT0051
 HT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG664904(NAD 83)
 HT0051_MARKER: DD = SURVEY DISK
 HT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0051+STABILITY: SURFACE MOTION
 HT0051
 HT0051  HISTORY     - Date     Condition        Report By
 HT0051  HISTORY     - UNK      MONUMENTED       CA2480
 HT0051  HISTORY     - 1958     MARK NOT FOUND   NGS
 HT0051
 HT0051                          STATION DESCRIPTION
 HT0051
 HT0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0051'AT BERKELEY.
 HT0051'AT BERKELEY, ALAMEDA COUNTY, AT THE INTERSECTION OF CLAREMONT
 HT0051'AVENUE AND RUSSELL STREET, 15 FEET WEST OF THE CENTERLINE OF
 HT0051'CLAREMONT AVENUE, 10 FEET NORTH OF THE CENTERLINE OF RUSSELL
 HT0051'STREET, 1 FOOT LOWER THAN THE PAVEMENT, AND IN A WELL.  A CITY
 HT0051'OF OAKLAND STANDARD BRASS ROD, SET IN THE TOP OF A CONCRETE
 HT0051'POST.  NOTE-- THE MARK HAS PROBABLY BEEN COVERED WITH ASPHALT
 HT0051'DURING STREET REPAIR WORK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0438 ***********************************************************************
 EW0438  DESIGNATION -  340.6 B DWR
 EW0438  PID         -  EW0438
 EW0438  STATE/COUNTY-  CA/LOS ANGELES
 EW0438  USGS QUAD   -  RITTER RIDGE (1974)
 EW0438
 EW0438                         *CURRENT SURVEY CONTROL
 EW0438  ___________________________________________________________________
 EW0438* NAD 83(1986)-  34 36 14.     (N)    118 11 51.     (W)     SCALED    
 EW0438* NAVD 88     -       899.40   (+/-2cm)    2950.8    (feet)  VERTCON   
 EW0438  ___________________________________________________________________
 EW0438  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0438
 EW0438.The horizontal coordinates were scaled from a topographic map and have
 EW0438.an estimated accuracy of +/- 6 seconds.
 EW0438
 EW0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0438.The vertical order pertains to the NGVD 29 superseded value.
 EW0438
 EW0438.The geoid height was determined by GEOID03.
 EW0438
 EW0438;                    North         East    Units  Estimated Accuracy
 EW0438;SPC CA 5     -   622,470.    1,981,890.      MT  (+/- 180 meters Scaled)
 EW0438
 EW0438                          SUPERSEDED SURVEY CONTROL
 EW0438
 EW0438  NGVD 29 (??/??/92)  898.526  (m)         2947.91   (f) ADJ UNCH    2 0
 EW0438
 EW0438.Superseded values are not recommended for survey control.
 EW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0438.See file dsdata.txt to determine how the superseded data were derived.
 EW0438
 EW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU901297(NAD 83)
 EW0438_MARKER: DD = SURVEY DISK
 EW0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0438_SP_SET: CONCRETE LINING
 EW0438_STAMPING: MILE 340.6 B
 EW0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0438
 EW0438  HISTORY     - Date     Condition        Report By
 EW0438  HISTORY     - UNK      MONUMENTED       CADWR
 EW0438  HISTORY     - 1971     GOOD             NGS
 EW0438
 EW0438                          STATION DESCRIPTION
 EW0438
 EW0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0438'37.6 MI SE FROM PORTER TUNNEL.
 EW0438'37.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0438'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0438'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0438'CONCRETE LINING OF THE AQUEDUCT, 9 FEET NORTHWEST OF THE CENTER
 EW0438'OF A STEEL LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0438'LEVEE ROAD.  SECTION 18, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0707 ***********************************************************************
 DC0707  DESIGNATION -  340.68 C OF SD
 DC0707  PID         -  DC0707
 DC0707  STATE/COUNTY-  CA/SAN DIEGO
 DC0707  USGS QUAD   -  NATIONAL CITY (1975)
 DC0707
 DC0707                         *CURRENT SURVEY CONTROL
 DC0707  ___________________________________________________________________
 DC0707* NAD 83(1986)-  32 44 57.     (N)    117 05 31.     (W)     SCALED    
 DC0707* NAVD 88     -       106.34   (+/-2cm)     348.9    (feet)  VERTCON   
 DC0707  ___________________________________________________________________
 DC0707  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DC0707  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0707
 DC0707.The horizontal coordinates were scaled from a topographic map and have
 DC0707.an estimated accuracy of +/- 6 seconds.
 DC0707
 DC0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0707.The vertical order pertains to the NGVD 29 superseded value.
 DC0707
 DC0707.The geoid height was determined by GEOID03.
 DC0707
 DC0707;                    North         East    Units  Estimated Accuracy
 DC0707;SPC CA 6     -   564,920.    1,921,100.      MT  (+/- 180 meters Scaled)
 DC0707
 DC0707                          SUPERSEDED SURVEY CONTROL
 DC0707
 DC0707  NGVD 29 (??/??/??)  105.700  (m)          346.78   (f) ADJUSTED    1 2
 DC0707
 DC0707.Superseded values are not recommended for survey control.
 DC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0707.See file dsdata.txt to determine how the superseded data were derived.
 DC0707
 DC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS913234(NAD 83)
 DC0707_MARKER: Z = SEE DESCRIPTION
 DC0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0707_SP_SET: CONCRETE CURB
 DC0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0707
 DC0707  HISTORY     - Date     Condition        Report By
 DC0707  HISTORY     - UNK      MONUMENTED       CA3260
 DC0707  HISTORY     - 1955     GOOD             NGS
 DC0707  HISTORY     - 1967     MARK NOT FOUND   NGS
 DC0707
 DC0707                          STATION DESCRIPTION
 DC0707
 DC0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0707'AT EAST SAN DIEGO.
 DC0707'AT EAST SAN DIEGO, 0.7 MILE EAST ALONG UNIVERSITY AVENUE FROM
 DC0707'THE INTERSECTION OF VAN DYKE AVENUE, AT THE NORTHWEST CORNER
 DC0707'OF THE INTERSECTION OF EUCLID AVENUE, IN THE TOP OF THE WEST
 DC0707'CONCRETE CURB OF EUCLID AVENUE, 14.1 FEET NORTH OF THE NORTH
 DC0707'CURB OF UNIVERSITY AVENUE, AND 2.5 FEET SOUTHEAST OF A STEEL
 DC0707'POST SUPPORTING STREET AND STOP SIGNS.
 DC0707
 DC0707                          STATION RECOVERY (1967)
 DC0707
 DC0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DC0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0437 ***********************************************************************
 EW0437  DESIGNATION -  340.7 B DWR
 EW0437  PID         -  EW0437
 EW0437  STATE/COUNTY-  CA/LOS ANGELES
 EW0437  USGS QUAD   -  RITTER RIDGE (1974)
 EW0437
 EW0437                         *CURRENT SURVEY CONTROL
 EW0437  ___________________________________________________________________
 EW0437* NAD 83(1986)-  34 36 07.     (N)    118 11 45.     (W)     SCALED    
 EW0437* NAVD 88     -       899.37   (+/-2cm)    2950.7    (feet)  VERTCON   
 EW0437  ___________________________________________________________________
 EW0437  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0437
 EW0437.The horizontal coordinates were scaled from a topographic map and have
 EW0437.an estimated accuracy of +/- 6 seconds.
 EW0437
 EW0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0437.The vertical order pertains to the NGVD 29 superseded value.
 EW0437
 EW0437.The geoid height was determined by GEOID03.
 EW0437
 EW0437;                    North         East    Units  Estimated Accuracy
 EW0437;SPC CA 5     -   622,250.    1,982,040.      MT  (+/- 180 meters Scaled)
 EW0437
 EW0437                          SUPERSEDED SURVEY CONTROL
 EW0437
 EW0437  NGVD 29 (??/??/92)  898.497  (m)         2947.82   (f) ADJ UNCH    2 0
 EW0437
 EW0437.Superseded values are not recommended for survey control.
 EW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0437.See file dsdata.txt to determine how the superseded data were derived.
 EW0437
 EW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU903295(NAD 83)
 EW0437_MARKER: DD = SURVEY DISK
 EW0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0437_SP_SET: CONCRETE LINING
 EW0437_STAMPING: MILE 340.7 B
 EW0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0437
 EW0437  HISTORY     - Date     Condition        Report By
 EW0437  HISTORY     - UNK      MONUMENTED       CADWR
 EW0437  HISTORY     - 1971     GOOD             NGS
 EW0437
 EW0437                          STATION DESCRIPTION
 EW0437
 EW0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0437'37.7 MI SE FROM PORTER TUNNEL.
 EW0437'37.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0437'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0437'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0437'CONCRETE LINING OF THE AQUEDUCT, 114 FEET NORTHWEST OF THE
 EW0437'CENTER OF A STEEL LADDER, AND ABOUT 6 FEET LOWER THAN THE
 EW0437'NORTHEAST LEVEE ROAD.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0433 ***********************************************************************
 EW0433  DESIGNATION -  340.9 B DWR
 EW0433  PID         -  EW0433
 EW0433  STATE/COUNTY-  CA/LOS ANGELES
 EW0433  USGS QUAD   -  RITTER RIDGE (1974)
 EW0433
 EW0433                         *CURRENT SURVEY CONTROL
 EW0433  ___________________________________________________________________
 EW0433* NAD 83(1986)-  34 35 58.     (N)    118 11 39.     (W)     SCALED    
 EW0433* NAVD 88     -       899.29   (+/-2cm)    2950.4    (feet)  VERTCON   
 EW0433  ___________________________________________________________________
 EW0433  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0433
 EW0433.The horizontal coordinates were scaled from a topographic map and have
 EW0433.an estimated accuracy of +/- 6 seconds.
 EW0433
 EW0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0433.The vertical order pertains to the NGVD 29 superseded value.
 EW0433
 EW0433.The geoid height was determined by GEOID03.
 EW0433
 EW0433;                    North         East    Units  Estimated Accuracy
 EW0433;SPC CA 5     -   621,970.    1,982,190.      MT  (+/- 180 meters Scaled)
 EW0433
 EW0433                          SUPERSEDED SURVEY CONTROL
 EW0433
 EW0433  NGVD 29 (??/??/92)  898.422  (m)         2947.57   (f) ADJ UNCH    2 0
 EW0433
 EW0433.Superseded values are not recommended for survey control.
 EW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0433.See file dsdata.txt to determine how the superseded data were derived.
 EW0433
 EW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU904292(NAD 83)
 EW0433_MARKER: DD = SURVEY DISK
 EW0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0433_SP_SET: CONCRETE LINING
 EW0433_STAMPING: MILE 340.9 B
 EW0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0433
 EW0433  HISTORY     - Date     Condition        Report By
 EW0433  HISTORY     - UNK      MONUMENTED       CADWR
 EW0433  HISTORY     - 1971     GOOD             NGS
 EW0433
 EW0433                          STATION DESCRIPTION
 EW0433
 EW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0433'37.8 MI SE FROM PORTER TUNNEL.
 EW0433'37.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0433'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0433'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE EAST CONCRETE
 EW0433'LINING OF THE AQUEDUCT, 144 FEET SOUTH OF A POINT IN LINE WITH
 EW0433'THE CENTER OF A STEEL LADDER ON THE WEST LINING, AND ABOUT 6
 EW0433'FEET LOWER THAN THE EAST LEVEE ROAD.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0066 ***********************************************************************
 JS0066  DESIGNATION -  3402.87 USBPR
 JS0066  PID         -  JS0066
 JS0066  STATE/COUNTY-  CA/EL DORADO
 JS0066  USGS QUAD   -  RIVERTON (1973)
 JS0066
 JS0066                         *CURRENT SURVEY CONTROL
 JS0066  ___________________________________________________________________
 JS0066* NAD 83(1986)-  38 46 28.     (N)    120 24 07.     (W)     SCALED    
 JS0066* NAVD 88     -      1038.05   (+/-2cm)    3405.7    (feet)  VERTCON   
 JS0066  ___________________________________________________________________
 JS0066  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JS0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0066
 JS0066.The horizontal coordinates were scaled from a topographic map and have
 JS0066.an estimated accuracy of +/- 6 seconds.
 JS0066
 JS0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0066.The vertical order pertains to the NGVD 29 superseded value.
 JS0066
 JS0066.The geoid height was determined by GEOID03.
 JS0066
 JS0066;                    North         East    Units  Estimated Accuracy
 JS0066;SPC CA 2     -   624,190.    2,138,860.      MT  (+/- 180 meters Scaled)
 JS0066
 JS0066                          SUPERSEDED SURVEY CONTROL
 JS0066
 JS0066  NGVD 29 (??/??/92) 1037.068  (m)         3402.45   (f) ADJ UNCH    2 0
 JS0066
 JS0066.Superseded values are not recommended for survey control.
 JS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0066.See file dsdata.txt to determine how the superseded data were derived.
 JS0066
 JS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH257949(NAD 83)
 JS0066_MARKER: P = PIPE CAP
 JS0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0066_STAMPING: 3402.87 1930
 JS0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0066
 JS0066  HISTORY     - Date     Condition        Report By
 JS0066  HISTORY     - 1930     MONUMENTED       BPR
 JS0066  HISTORY     - 1934     GOOD             NGS
 JS0066  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0066
 JS0066                          STATION DESCRIPTION
 JS0066
 JS0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0066'2.7 MI E FROM RIVERTON.
 JS0066'2.7 MILES EAST ALONG U.S. HIGHWAY 50 FROM RIVERTON, EL DORADO
 JS0066'COUNTY ABOUT 600 FEET EAST OF THE WHITE HALL POST OFFICE, 37
 JS0066'FEET WEST OF THE FOOTBRIDGE OVER SOUTH FORK AMERICAN RIVER, 35
 JS0066'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET
 JS0066'LOWER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 JS0066'STANDARD CAP, STAMPED 3402.87 1930 AND FASTENED ON THE TOP OF A
 JS0066'2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
 JS0066
 JS0066                          STATION RECOVERY (2004)
 JS0066
 JS0066'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3393 ***********************************************************************
 FU3393  DESIGNATION -  3408 V A M USGS 1952
 FU3393  PID         -  FU3393
 FU3393  STATE/COUNTY-  CA/KERN
 FU3393  USGS QUAD   -  MT ADELAIDE (1994)
 FU3393
 FU3393                         *CURRENT SURVEY CONTROL
 FU3393  ___________________________________________________________________
 FU3393* NAD 83(1992)-  35 25 46.83109(N)    118 44 59.19709(W)     ADJUSTED  
 FU3393* NAVD 88     -      1040.     (meters)    3412.     (feet)  SCALED    
 FU3393  ___________________________________________________________________
 FU3393  EPOCH DATE  -        1991.35
 FU3393  LAPLACE CORR-          13.59  (seconds)                    DEFLEC99
 FU3393  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FU3393  HORZ ORDER  -  SECOND
 FU3393
 FU3393.The horizontal coordinates were established by classical geodetic methods
 FU3393.and adjusted by the National Geodetic Survey in June 1996.
 FU3393.The horizontal coordinates are valid at the epoch date displayed above.
 FU3393.The epoch date for horizontal control is a decimal equivalence
 FU3393.of Year/Month/Day.
 FU3393
 FU3393.The orthometric height was scaled from a topographic map.
 FU3393
 FU3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU3393
 FU3393.The geoid height was determined by GEOID03.
 FU3393
 FU3393;                    North         East     Units Scale Factor Converg.
 FU3393;SPC CA 5     -   714,310.471 1,931,915.117   MT  0.99999215   -0 25 38.6
 FU3393;SPC CA 5     - 2,343,533.60  6,338,291.51   sFT  0.99999215   -0 25 38.6
 FU3393;UTM  11      - 3,922,100.397   341,160.939   MT  0.99991092   -1 00 52.4
 FU3393
 FU3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FU3393!SPC CA 5     -   0.99984178  x   0.99999215  =   0.99983393
 FU3393!UTM  11      -   0.99984178  x   0.99991092  =   0.99975271
 FU3393
 FU3393                          SUPERSEDED SURVEY CONTROL
 FU3393
 FU3393  NAD 83(1992)-  35 25 46.82743(N)    118 44 59.19894(W) AD(1991.35) 2
 FU3393  NAD 83(1986)-  35 25 46.83551(N)    118 44 59.19364(W) AD(1984.00) 2
 FU3393  NAD 27      -  35 25 47.00200(N)    118 44 55.87700(W) AD(       ) 2
 FU3393
 FU3393.Superseded values are not recommended for survey control.
 FU3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3393.See file dsdata.txt to determine how the superseded data were derived.
 FU3393
 FU3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV4116122100(NAD 83)
 FU3393
 FU3393  HISTORY     - Date     Condition        Report By
 FU3393  HISTORY     - 1952     MONUMENTED       CGS
 FU3393
 FU3393                          STATION DESCRIPTION
 FU3393
 FU3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 FU3393'IT IS 11 MILES NORTHEAST OF BAKERSFIELD, 9 MILES EAST OF CALIENTE,
 FU3393'7 MILES NORTHEAST OF EDISON AND IS ON A HIGH HILL LOCALLY KNOWN
 FU3393'AS MOUNT ADELAIDE.
 FU3393'
 FU3393'A TRAVERSE CONNECTION WAS MADE TO THE TRIANGULATION STATION
 FU3393'ADELAIDE, THE DISTANCE BEING 21.66 FEET (6.602 METERS) WEST
 FU3393'OF STATION ADELAIDE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 FU3393'SURVEY BENCH MARK STAMPED 3408 VA M, AND IS SET IN A DRILL
 FU3393'HOLE IN A LARGE OUTCROPPING BOULDER WHICH PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0432 ***********************************************************************
 EW0432  DESIGNATION -  341.0 B DWR
 EW0432  PID         -  EW0432
 EW0432  STATE/COUNTY-  CA/LOS ANGELES
 EW0432  USGS QUAD   -  RITTER RIDGE (1974)
 EW0432
 EW0432                         *CURRENT SURVEY CONTROL
 EW0432  ___________________________________________________________________
 EW0432* NAD 83(1986)-  34 35 52.     (N)    118 11 32.     (W)     SCALED    
 EW0432* NAVD 88     -       899.35   (+/-2cm)    2950.6    (feet)  VERTCON   
 EW0432  ___________________________________________________________________
 EW0432  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0432
 EW0432.The horizontal coordinates were scaled from a topographic map and have
 EW0432.an estimated accuracy of +/- 6 seconds.
 EW0432
 EW0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0432.The vertical order pertains to the NGVD 29 superseded value.
 EW0432
 EW0432.The geoid height was determined by GEOID03.
 EW0432
 EW0432;                    North         East    Units  Estimated Accuracy
 EW0432;SPC CA 5     -   621,790.    1,982,370.      MT  (+/- 180 meters Scaled)
 EW0432
 EW0432                          SUPERSEDED SURVEY CONTROL
 EW0432
 EW0432  NGVD 29 (??/??/92)  898.475  (m)         2947.75   (f) ADJ UNCH    2 0
 EW0432
 EW0432.Superseded values are not recommended for survey control.
 EW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0432.See file dsdata.txt to determine how the superseded data were derived.
 EW0432
 EW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU906290(NAD 83)
 EW0432_MARKER: DD = SURVEY DISK
 EW0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0432_SP_SET: CONCRETE LINING
 EW0432_STAMPING: 341.0B 1971
 EW0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0432
 EW0432  HISTORY     - Date     Condition        Report By
 EW0432  HISTORY     - 1971     MONUMENTED       CADWR
 EW0432  HISTORY     - 1971     GOOD             NGS
 EW0432
 EW0432                          STATION DESCRIPTION
 EW0432
 EW0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0432'38 MI SE FROM PORTER TUNNEL.
 EW0432'38.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0432'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY ABOVE THE PAINTED
 EW0432'MILEAGE 341.00, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0432'OF THE AQUEDUCT, 26 FEET SOUTHEAST OF A POINT IN LINE WITH THE
 EW0432'CENTER OF A STEEL LADDER ON THE SOUTHWEST LINING, AND ABOUT 6
 EW0432'FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 19, T 6 N,
 EW0432'R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0430 ***********************************************************************
 EW0430  DESIGNATION -  341.2 B DWR
 EW0430  PID         -  EW0430
 EW0430  STATE/COUNTY-  CA/LOS ANGELES
 EW0430  USGS QUAD   -  RITTER RIDGE (1974)
 EW0430
 EW0430                         *CURRENT SURVEY CONTROL
 EW0430  ___________________________________________________________________
 EW0430* NAD 83(1986)-  34 35 45.     (N)    118 11 28.     (W)     SCALED    
 EW0430* NAVD 88     -       899.32   (+/-2cm)    2950.5    (feet)  VERTCON   
 EW0430  ___________________________________________________________________
 EW0430  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW0430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0430
 EW0430.The horizontal coordinates were scaled from a topographic map and have
 EW0430.an estimated accuracy of +/- 6 seconds.
 EW0430
 EW0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0430.The vertical order pertains to the NGVD 29 superseded value.
 EW0430
 EW0430.The geoid height was determined by GEOID03.
 EW0430
 EW0430;                    North         East    Units  Estimated Accuracy
 EW0430;SPC CA 5     -   621,570.    1,982,470.      MT  (+/- 180 meters Scaled)
 EW0430
 EW0430                          SUPERSEDED SURVEY CONTROL
 EW0430
 EW0430  NGVD 29 (??/??/92)  898.447  (m)         2947.65   (f) ADJ UNCH    2 0
 EW0430
 EW0430.Superseded values are not recommended for survey control.
 EW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0430.See file dsdata.txt to determine how the superseded data were derived.
 EW0430
 EW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU907288(NAD 83)
 EW0430_MARKER: DD = SURVEY DISK
 EW0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0430_SP_SET: CONCRETE LINING
 EW0430_STAMPING: MILE 341.2 B
 EW0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0430
 EW0430  HISTORY     - Date     Condition        Report By
 EW0430  HISTORY     - UNK      MONUMENTED       CADWR
 EW0430  HISTORY     - 1971     GOOD             NGS
 EW0430
 EW0430                          STATION DESCRIPTION
 EW0430
 EW0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0430'38.2 MI SE FROM PORTER TUNNEL.
 EW0430'38.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0430'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0430'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE EAST CONCRETE
 EW0430'LINING OF THE AQUEDUCT, 149 FEET NORTH OF THE CENTER OF A
 EW0430'STEEL LADDER, AND ABOUT 6 FEET LOWER THAN THE EAST LEVEE ROAD.
 EW0430'SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0446 ***********************************************************************
 EW0446  DESIGNATION -  341.2 C DWR
 EW0446  PID         -  EW0446
 EW0446  STATE/COUNTY-  CA/LOS ANGELES
 EW0446  USGS QUAD   -  RITTER RIDGE (1974)
 EW0446
 EW0446                         *CURRENT SURVEY CONTROL
 EW0446  ___________________________________________________________________
 EW0446* NAD 83(1986)-  34 36 47.     (N)    118 12 53.     (W)     SCALED    
 EW0446* NAVD 88     -       889.39   (+/-2cm)    2917.9    (feet)  VERTCON   
 EW0446  ___________________________________________________________________
 EW0446  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0446
 EW0446.The horizontal coordinates were scaled from a topographic map and have
 EW0446.an estimated accuracy of +/- 6 seconds.
 EW0446
 EW0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0446.The vertical order pertains to the NGVD 29 superseded value.
 EW0446
 EW0446.The geoid height was determined by GEOID03.
 EW0446
 EW0446;                    North         East    Units  Estimated Accuracy
 EW0446;SPC CA 5     -   623,490.    1,980,310.      MT  (+/- 180 meters Scaled)
 EW0446
 EW0446                          SUPERSEDED SURVEY CONTROL
 EW0446
 EW0446  NGVD 29 (??/??/92)  888.521  (m)         2915.09   (f) ADJ UNCH    2 0
 EW0446
 EW0446.Superseded values are not recommended for survey control.
 EW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0446.See file dsdata.txt to determine how the superseded data were derived.
 EW0446
 EW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU886308(NAD 83)
 EW0446_MARKER: DD = SURVEY DISK
 EW0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0446_STAMPING: 341.2 C B M 1969
 EW0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0446+STABILITY: SURFACE MOTION
 EW0446
 EW0446  HISTORY     - Date     Condition        Report By
 EW0446  HISTORY     - 1969     MONUMENTED       CADWR
 EW0446  HISTORY     - 1971     GOOD             NGS
 EW0446
 EW0446                          STATION DESCRIPTION
 EW0446
 EW0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0446'36.2 MI SE FROM PORTER TUNNEL.
 EW0446'36.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0446'SOUTH PORTAL OF THE PORTER TUNNEL, ON A RIDGE, 36 FEET SOUTH
 EW0446'OF THE SOUTH FACE OF A LARGE WATER TANK, 32.8 FEET EAST OF THE
 EW0446'RIGHT-OF-WAY FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 EW0446'31 FEET LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE
 EW0446'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EW0446'SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0087 ***********************************************************************
 HT0087  DESIGNATION -  341.21 EBMUD
 HT0087  PID         -  HT0087
 HT0087  STATE/COUNTY-  CA/CONTRA COSTA
 HT0087  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0087
 HT0087                         *CURRENT SURVEY CONTROL
 HT0087  ___________________________________________________________________
 HT0087* NAD 83(1986)-  37 53 31.     (N)    122 07 47.     (W)     SCALED    
 HT0087* NAVD 88     -       104.97   (+/-2cm)     344.4    (feet)  VERTCON   
 HT0087  ___________________________________________________________________
 HT0087  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0087  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0087
 HT0087.The horizontal coordinates were scaled from a topographic map and have
 HT0087.an estimated accuracy of +/- 6 seconds.
 HT0087
 HT0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0087.The vertical order pertains to the NGVD 29 superseded value.
 HT0087
 HT0087.The geoid height was determined by GEOID03.
 HT0087
 HT0087;                    North         East    Units  Estimated Accuracy
 HT0087;SPC CA 3     -   655,730.    1,856,670.      MT  (+/- 180 meters Scaled)
 HT0087
 HT0087                          SUPERSEDED SURVEY CONTROL
 HT0087
 HT0087  NGVD 29 (??/??/92)  104.13   (m)          341.6    (f) COMPUTED    1 2
 HT0087
 HT0087.Superseded values are not recommended for survey control.
 HT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0087.See file dsdata.txt to determine how the superseded data were derived.
 HT0087
 HT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG765941(NAD 83)
 HT0087_MARKER: DD = SURVEY DISK
 HT0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0087_SP_SET: WALL
 HT0087_STAMPING: 341.21 4703+84.43
 HT0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0087+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 HT0087
 HT0087  HISTORY     - Date     Condition        Report By
 HT0087  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0087  HISTORY     - 1958     GOOD             NGS
 HT0087  HISTORY     - 1987     GOOD             USPSQD
 HT0087  HISTORY     - 20050725 GOOD             GEOCAC
 HT0087
 HT0087                          STATION DESCRIPTION
 HT0087
 HT0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0087'0.8 MI W FROM LAFAYETTE.
 HT0087'0.8 MILE WEST ALONG STATE HIGHWAY 24 FROM LA FAYETTE, CONTRA
 HT0087'COSTA COUNTY, 0.4 MILE EAST OF THE LA FAYETTE PUMPING PLANT, 100
 HT0087'FEET NORTH OF A LARGE PINE TREE WITH A SIGN LONE PINE RANCH, 51
 HT0087'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AT THE NORTH ONE
 HT0087'OF TWO MANHOLES, AND IN THE CENTER OF THE TOP OF THE EAST WALL.
 HT0087'AN EAST BAY MUNICIPAL UTILITY DISTRICT STANDARD DISK, STAMPED
 HT0087'341.21 4703+84.43.  NOTE-- THE MANHOLE COULD NOT BE LOCATED.
 HT0087
 HT0087                          STATION RECOVERY (1987)
 HT0087
 HT0087'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0087'RECOVERED IN GOOD CONDITION.
 HT0087
 HT0087                          STATION RECOVERY (2005)
 HT0087
 HT0087'RECOVERY NOTE BY GEOCACHING 2005
 HT0087'RECOVERED IN GOOD CONDITION AT N 37  53.374 W 122  07.941 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0428 ***********************************************************************
 EW0428  DESIGNATION -  341.5 A DWR
 EW0428  PID         -  EW0428
 EW0428  STATE/COUNTY-  CA/LOS ANGELES
 EW0428  USGS QUAD   -  RITTER RIDGE (1974)
 EW0428
 EW0428                         *CURRENT SURVEY CONTROL
 EW0428  ___________________________________________________________________
 EW0428* NAD 83(1986)-  34 35 30.     (N)    118 11 20.     (W)     SCALED    
 EW0428* NAVD 88     -       900.50   (+/-2cm)    2954.4    (feet)  VERTCON   
 EW0428  ___________________________________________________________________
 EW0428  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EW0428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0428
 EW0428.The horizontal coordinates were scaled from a topographic map and have
 EW0428.an estimated accuracy of +/- 6 seconds.
 EW0428
 EW0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0428.The vertical order pertains to the NGVD 29 superseded value.
 EW0428
 EW0428.The geoid height was determined by GEOID03.
 EW0428
 EW0428;                    North         East    Units  Estimated Accuracy
 EW0428;SPC CA 5     -   621,110.    1,982,670.      MT  (+/- 180 meters Scaled)
 EW0428
 EW0428                          SUPERSEDED SURVEY CONTROL
 EW0428
 EW0428  NGVD 29 (??/??/92)  899.621  (m)         2951.51   (f) ADJ UNCH    2 0
 EW0428
 EW0428.Superseded values are not recommended for survey control.
 EW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0428.See file dsdata.txt to determine how the superseded data were derived.
 EW0428
 EW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU909284(NAD 83)
 EW0428_MARKER: DD = SURVEY DISK
 EW0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0428_SP_SET: WALL
 EW0428_STAMPING: 341.5 A 1971
 EW0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0428
 EW0428  HISTORY     - Date     Condition        Report By
 EW0428  HISTORY     - 1971     MONUMENTED       CADWR
 EW0428  HISTORY     - 1971     GOOD             NGS
 EW0428
 EW0428                          STATION DESCRIPTION
 EW0428
 EW0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0428'38.5 MI SE FROM PORTER TUNNEL.
 EW0428'38.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0428'SOUTH PORTAL OF THE PORTER TUNNEL, AT RITTER SIPHON 341.51, IN
 EW0428'THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE CONCRETE
 EW0428'WALL OF THE SIPHON, 1.0 FOOT EAST OF THE EAST END OF A
 EW0428'GUARDRAIL, AND ABOUT 2 FEET LOWER THAN THE EAST LEVEE ROAD.
 EW0428'SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0429 ***********************************************************************
 EW0429  DESIGNATION -  341.5 B DWR
 EW0429  PID         -  EW0429
 EW0429  STATE/COUNTY-  CA/LOS ANGELES
 EW0429  USGS QUAD   -  RITTER RIDGE (1974)
 EW0429
 EW0429                         *CURRENT SURVEY CONTROL
 EW0429  ___________________________________________________________________
 EW0429* NAD 83(1986)-  34 35 30.     (N)    118 11 20.     (W)     SCALED    
 EW0429* NAVD 88     -       899.36   (+/-2cm)    2950.7    (feet)  VERTCON   
 EW0429  ___________________________________________________________________
 EW0429  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EW0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0429
 EW0429.The horizontal coordinates were scaled from a topographic map and have
 EW0429.an estimated accuracy of +/- 6 seconds.
 EW0429
 EW0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0429.The vertical order pertains to the NGVD 29 superseded value.
 EW0429
 EW0429.The geoid height was determined by GEOID03.
 EW0429
 EW0429;                    North         East    Units  Estimated Accuracy
 EW0429;SPC CA 5     -   621,110.    1,982,670.      MT  (+/- 180 meters Scaled)
 EW0429
 EW0429                          SUPERSEDED SURVEY CONTROL
 EW0429
 EW0429  NGVD 29 (??/??/92)  898.482  (m)         2947.77   (f) ADJ UNCH    2 0
 EW0429
 EW0429.Superseded values are not recommended for survey control.
 EW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0429.See file dsdata.txt to determine how the superseded data were derived.
 EW0429
 EW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU909284(NAD 83)
 EW0429_MARKER: DD = SURVEY DISK
 EW0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0429_SP_SET: CONCRETE LINING
 EW0429_STAMPING: MILE 341.5 B
 EW0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0429
 EW0429  HISTORY     - Date     Condition        Report By
 EW0429  HISTORY     - UNK      MONUMENTED       CADWR
 EW0429  HISTORY     - 1971     GOOD             NGS
 EW0429
 EW0429                          STATION DESCRIPTION
 EW0429
 EW0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0429'38.5 MI SE FROM PORTER TUNNEL.
 EW0429'38.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0429'SOUTH PORTAL OF THE PORTER TUNNEL, AT CHECK 50 RITTER SIPHON
 EW0429'INLET 341.51, IN THE TOP OF THE EAST CONCRETE LINING OF THE
 EW0429'AQUEDUCT, 47 FEET NORTH OF THE NORTHEAST END OF THE NORTHEAST
 EW0429'CONCRETE WING WALL OF THE SIPHON, AND ABOUT 5 1/2 FEET LOWER
 EW0429'THAN THE EAST LEVEE ROAD.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0436 ***********************************************************************
 EW0436  DESIGNATION -  341.7 A DWR
 EW0436  PID         -  EW0436
 EW0436  STATE/COUNTY-  CA/LOS ANGELES
 EW0436  USGS QUAD   -  RITTER RIDGE (1974)
 EW0436
 EW0436                         *CURRENT SURVEY CONTROL
 EW0436  ___________________________________________________________________
 EW0436* NAD 83(1986)-  34 35 26.     (N)    118 11 20.     (W)     SCALED    
 EW0436* NAVD 88     -       900.21   (+/-2cm)    2953.4    (feet)  VERTCON   
 EW0436  ___________________________________________________________________
 EW0436  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0436
 EW0436.The horizontal coordinates were scaled from a topographic map and have
 EW0436.an estimated accuracy of +/- 6 seconds.
 EW0436
 EW0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0436.The vertical order pertains to the NGVD 29 superseded value.
 EW0436
 EW0436.The geoid height was determined by GEOID03.
 EW0436
 EW0436;                    North         East    Units  Estimated Accuracy
 EW0436;SPC CA 5     -   620,990.    1,982,670.      MT  (+/- 180 meters Scaled)
 EW0436
 EW0436                          SUPERSEDED SURVEY CONTROL
 EW0436
 EW0436  NGVD 29 (??/??/92)  899.339  (m)         2950.58   (f) ADJ UNCH    2 0
 EW0436
 EW0436.Superseded values are not recommended for survey control.
 EW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0436.See file dsdata.txt to determine how the superseded data were derived.
 EW0436
 EW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU909282(NAD 83)
 EW0436_MARKER: DD = SURVEY DISK
 EW0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0436_SP_SET: WALL
 EW0436_STAMPING: 341.7 A 1971
 EW0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0436
 EW0436  HISTORY     - Date     Condition        Report By
 EW0436  HISTORY     - 1971     MONUMENTED       CADWR
 EW0436  HISTORY     - 1971     GOOD             NGS
 EW0436
 EW0436                          STATION DESCRIPTION
 EW0436
 EW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0436'38.7 MI SE FROM PORTER TUNNEL.
 EW0436'38.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0436'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE OUTLET OF RITTER
 EW0436'SIPHON 341.70, IN THE TOP AND 0.8 FOOT WEST OF THE EAST END OF
 EW0436'THE CONCRETE WALL OF THE SIPHON, ABOUT 300 FEET SOUTHWEST OF
 EW0436'BENCH MARK 342.1 C (DWR).  1.0 FOOT EAST OF THE EAST END OF A
 EW0436'GUARDRAIL, AND ABOUT 2 FEET LOWER THAN THE EAST LEVEE ROAD.
 EW0436'SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0427 ***********************************************************************
 EW0427  DESIGNATION -  341.7 B DWR
 EW0427  PID         -  EW0427
 EW0427  STATE/COUNTY-  CA/LOS ANGELES
 EW0427  USGS QUAD   -  RITTER RIDGE (1974)
 EW0427
 EW0427                         *CURRENT SURVEY CONTROL
 EW0427  ___________________________________________________________________
 EW0427* NAD 83(1986)-  34 35 24.     (N)    118 11 19.     (W)     SCALED    
 EW0427* NAVD 88     -       899.11   (+/-2cm)    2949.8    (feet)  VERTCON   
 EW0427  ___________________________________________________________________
 EW0427  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0427
 EW0427.The horizontal coordinates were scaled from a topographic map and have
 EW0427.an estimated accuracy of +/- 6 seconds.
 EW0427
 EW0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0427.The vertical order pertains to the NGVD 29 superseded value.
 EW0427
 EW0427.The geoid height was determined by GEOID03.
 EW0427
 EW0427;                    North         East    Units  Estimated Accuracy
 EW0427;SPC CA 5     -   620,920.    1,982,700.      MT  (+/- 180 meters Scaled)
 EW0427
 EW0427                          SUPERSEDED SURVEY CONTROL
 EW0427
 EW0427  NGVD 29 (??/??/92)  898.234  (m)         2946.96   (f) ADJ UNCH    2 0
 EW0427
 EW0427.Superseded values are not recommended for survey control.
 EW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0427.See file dsdata.txt to determine how the superseded data were derived.
 EW0427
 EW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU909282(NAD 83)
 EW0427_MARKER: DD = SURVEY DISK
 EW0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0427_SP_SET: CONCRETE LINING
 EW0427_STAMPING: MILE 341.7 B
 EW0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0427
 EW0427  HISTORY     - Date     Condition        Report By
 EW0427  HISTORY     - UNK      MONUMENTED       CADWR
 EW0427  HISTORY     - 1971     GOOD             NGS
 EW0427
 EW0427                          STATION DESCRIPTION
 EW0427
 EW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0427'38.7 MI SE FROM PORTER TUNNEL.
 EW0427'38.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0427'SOUTH PORTAL OF THE PORTER TUNNEL, AT THE OUTLET OF RITTER
 EW0427'SIPHON 341.70, IN THE TOP OF THE EAST CONCRETE LINING OF THE
 EW0427'AQUEDUCT, 19 1/2 FEET SOUTH OF THE SOUTHEAST END OF THE
 EW0427'SOUTHEAST CONCRETE WING WALL OF THE SIPHON, AND ABOUT 6 FEET
 EW0427'LOWER THAN THE EAST LEVEE ROAD.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0444 ***********************************************************************
 EW0444  DESIGNATION -  341.7 C DWR
 EW0444  PID         -  EW0444
 EW0444  STATE/COUNTY-  CA/LOS ANGELES
 EW0444  USGS QUAD   -  RITTER RIDGE (1974)
 EW0444
 EW0444                         *CURRENT SURVEY CONTROL
 EW0444  ___________________________________________________________________
 EW0444* NAD 83(1986)-  34 36 39.     (N)    118 12 25.     (W)     SCALED    
 EW0444* NAVD 88     -       907.40   (+/-2cm)    2977.0    (feet)  VERTCON   
 EW0444  ___________________________________________________________________
 EW0444  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EW0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0444
 EW0444.The horizontal coordinates were scaled from a topographic map and have
 EW0444.an estimated accuracy of +/- 6 seconds.
 EW0444
 EW0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0444.The vertical order pertains to the NGVD 29 superseded value.
 EW0444
 EW0444.The geoid height was determined by GEOID03.
 EW0444
 EW0444;                    North         East    Units  Estimated Accuracy
 EW0444;SPC CA 5     -   623,240.    1,981,020.      MT  (+/- 180 meters Scaled)
 EW0444
 EW0444                          SUPERSEDED SURVEY CONTROL
 EW0444
 EW0444  NGVD 29 (??/??/92)  906.526  (m)         2974.16   (f) ADJ UNCH    2 0
 EW0444
 EW0444.Superseded values are not recommended for survey control.
 EW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0444.See file dsdata.txt to determine how the superseded data were derived.
 EW0444
 EW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU893305(NAD 83)
 EW0444_MARKER: DD = SURVEY DISK
 EW0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0444_STAMPING: 341.7 C 1969
 EW0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0444+STABILITY: SURFACE MOTION
 EW0444
 EW0444  HISTORY     - Date     Condition        Report By
 EW0444  HISTORY     - 1969     MONUMENTED       CADWR
 EW0444  HISTORY     - 1971     GOOD             NGS
 EW0444
 EW0444                          STATION DESCRIPTION
 EW0444
 EW0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0444'36.8 MI SE FROM PORTER TUNNEL.
 EW0444'36.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0444'SOUTH PORTAL OF THE PORTER TUNNEL, ON THE TOP AND AT THE SOUTH
 EW0444'END OF A CUT, 1.0 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE,
 EW0444'1.3 FEET SOUTH OF A WITNESS POST, ABOUT 25 FEET HIGHER THAN
 EW0444'THE EAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0444'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 13, T6N, R13W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0426 ***********************************************************************
 EW0426  DESIGNATION -  341.8 B DWR
 EW0426  PID         -  EW0426
 EW0426  STATE/COUNTY-  CA/LOS ANGELES
 EW0426  USGS QUAD   -  RITTER RIDGE (1974)
 EW0426
 EW0426                         *CURRENT SURVEY CONTROL
 EW0426  ___________________________________________________________________
 EW0426* NAD 83(1986)-  34 35 19.     (N)    118 11 10.     (W)     SCALED    
 EW0426* NAVD 88     -       899.11   (+/-2cm)    2949.8    (feet)  VERTCON   
 EW0426  ___________________________________________________________________
 EW0426  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0426
 EW0426.The horizontal coordinates were scaled from a topographic map and have
 EW0426.an estimated accuracy of +/- 6 seconds.
 EW0426
 EW0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0426.The vertical order pertains to the NGVD 29 superseded value.
 EW0426
 EW0426.The geoid height was determined by GEOID03.
 EW0426
 EW0426;                    North         East    Units  Estimated Accuracy
 EW0426;SPC CA 5     -   620,770.    1,982,930.      MT  (+/- 180 meters Scaled)
 EW0426
 EW0426                          SUPERSEDED SURVEY CONTROL
 EW0426
 EW0426  NGVD 29 (??/??/92)  898.238  (m)         2946.97   (f) ADJ UNCH    2 0
 EW0426
 EW0426.Superseded values are not recommended for survey control.
 EW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0426.See file dsdata.txt to determine how the superseded data were derived.
 EW0426
 EW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU912280(NAD 83)
 EW0426_MARKER: DD = SURVEY DISK
 EW0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0426_SP_SET: CONCRETE LINING
 EW0426_STAMPING: MILE 341.8 B
 EW0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0426
 EW0426  HISTORY     - Date     Condition        Report By
 EW0426  HISTORY     - UNK      MONUMENTED       CADWR
 EW0426  HISTORY     - 1971     GOOD             NGS
 EW0426
 EW0426                          STATION DESCRIPTION
 EW0426
 EW0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0426'38.8 MI SE FROM PORTER TUNNEL.
 EW0426'38.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0426'SOUTH PORTAL OF THE PORTER TUNNEL, DIRECTLY OVER A DRAIN
 EW0426'STRUCTURE UNDER THE AQUEDUCT, IN THE TOP OF THE NORTHEAST
 EW0426'CONCRETE LINING OF THE AQUEDUCT, 145 FEET SOUTHEAST OF THE CENTER
 EW0426'OF A STEEL LADDER, AND ABOUT 5 FEET LOWER THAN THE NORTHEAST
 EW0426'LEVEE ROAD.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1043 ***********************************************************************
 FU1043  DESIGNATION -  341.804 USGS
 FU1043  PID         -  FU1043
 FU1043  STATE/COUNTY-  CA/KERN
 FU1043  USGS QUAD   -  MC FARLAND (1969)
 FU1043
 FU1043                         *CURRENT SURVEY CONTROL
 FU1043  ___________________________________________________________________
 FU1043* NAD 83(1986)-  35 41 41.     (N)    119 13 50.     (W)     SCALED    
 FU1043* NAVD 88     -       104.24   (+/-2cm)     342.0    (feet)  VERTCON   
 FU1043  ___________________________________________________________________
 FU1043  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FU1043  VERT ORDER  -  THIRD (See Below)
 FU1043
 FU1043.The horizontal coordinates were scaled from a topographic map and have
 FU1043.an estimated accuracy of +/- 6 seconds.
 FU1043
 FU1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1043.The vertical order pertains to the NGVD 29 superseded value.
 FU1043
 FU1043.The geoid height was determined by GEOID03.
 FU1043
 FU1043;                    North         East    Units  Estimated Accuracy
 FU1043;SPC CA 5     -   744,150.    1,888,620.      MT  (+/- 180 meters Scaled)
 FU1043
 FU1043                          SUPERSEDED SURVEY CONTROL
 FU1043
 FU1043  NGVD 29 (??/??/??)  103.43   (m)          339.3    (f) RESET       3  
 FU1043
 FU1043.Superseded values are not recommended for survey control.
 FU1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1043.See file dsdata.txt to determine how the superseded data were derived.
 FU1043
 FU1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV981523(NAD 83)
 FU1043_MARKER: P = PIPE CAP
 FU1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU1043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU1043_STAMPING: 341.804 B 1902
 FU1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1043
 FU1043  HISTORY     - Date     Condition        Report By
 FU1043  HISTORY     - 1902     MONUMENTED       USGS
 FU1043  HISTORY     - 1953     GOOD             NGS
 FU1043  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU1043
 FU1043                          STATION DESCRIPTION
 FU1043
 FU1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1043'1.1 MI N FROM MC FARLAND.
 FU1043'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1043'FROM THE STATION AT MC FARLAND, 0.15 MILE (5 POLES) NORTH OF
 FU1043'MILEPOLE 286, 278.0 FEET NORTH OF THE CENTER OF THE EAST END
 FU1043'OF 15-INCH CONCRETE PIPE CULVERT 285.91, 109 FEET NORTH OF A
 FU1043'14-INCH EUCALYPTUS TREE, 46.7 FEET WEST OF THE WEST RAIL, 41 1/2
 FU1043'FEET SOUTH OF A 10-INCH LOCUST TREE, 31.1 FEET EAST OF THE
 FU1043'CENTER LINE OF THE EAST LANES OF U.S. HIGHWAY 99, 8 FEET SOUTHWEST
 FU1043'OF A TELEGRAPH POLE, 0.7 FOOT EAST OF A WITNESS POST, ABOUT 1
 FU1043'FOOT LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 FU1043'IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  SEC 1, T26S,
 FU1043'R25E.
 FU1043
 FU1043                          STATION RECOVERY (1970)
 FU1043
 FU1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1802 ***********************************************************************
 EW1802  DESIGNATION -  341.809 C OF LA
 EW1802  PID         -  EW1802
 EW1802  STATE/COUNTY-  CA/LOS ANGELES
 EW1802  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1802
 EW1802                         *CURRENT SURVEY CONTROL
 EW1802  ___________________________________________________________________
 EW1802* NAD 83(1986)-  34 02 59.     (N)    118 29 07.     (W)     SCALED    
 EW1802* NAVD 88     -       104.98   (+/-2cm)     344.4    (feet)  VERTCON   
 EW1802  ___________________________________________________________________
 EW1802  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1802  VERT ORDER  -  THIRD (See Below)
 EW1802
 EW1802.The horizontal coordinates were scaled from a topographic map and have
 EW1802.an estimated accuracy of +/- 6 seconds.
 EW1802
 EW1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1802.The vertical order pertains to the NGVD 29 superseded value.
 EW1802
 EW1802.The geoid height was determined by GEOID03.
 EW1802
 EW1802;                    North         East    Units  Estimated Accuracy
 EW1802;SPC CA 5     -   561,090.    1,955,190.      MT  (+/- 180 meters Scaled)
 EW1802
 EW1802                          SUPERSEDED SURVEY CONTROL
 EW1802
 EW1802  NGVD 29 (??/??/??)  104.21   (m)          341.9    (f) RESET       3  
 EW1802
 EW1802.Superseded values are not recommended for survey control.
 EW1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1802.See file dsdata.txt to determine how the superseded data were derived.
 EW1802
 EW1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT629686(NAD 83)
 EW1802_MARKER: S = SPIKE
 EW1802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1802_SP_SET: CURB
 EW1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1802
 EW1802  HISTORY     - Date     Condition        Report By
 EW1802  HISTORY     - UNK      MONUMENTED       CA1980
 EW1802  HISTORY     - 1945     GOOD             NGS
 EW1802  HISTORY     - 1966     GOOD             CA1980
 EW1802
 EW1802                          STATION DESCRIPTION
 EW1802
 EW1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1802'AT LOS ANGELES.
 EW1802'AT LOS ANGELES NEAR THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1802'AND BRISTOL AVENUE.  LOCATED IN THE SOUTH CURB OF SAN VICENTE
 EW1802'BOULEVARD, AND 1.3 FEET EAST OF A PROJECTED CURBLINE OF THE
 EW1802'EAST CURB OF BRISTOL AVENUE.  A CUT SPIKE SET IN THE CONCRETE
 EW1802'CURB.
 EW1802
 EW1802                          STATION RECOVERY (1966)
 EW1802
 EW1802'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1966
 EW1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0573 ***********************************************************************
 KT0573  DESIGNATION -  3418 USGS
 KT0573  PID         -  KT0573
 KT0573  STATE/COUNTY-  CA/LAKE
 KT0573  USGS QUAD   -  LUCERNE (1994)
 KT0573
 KT0573                         *CURRENT SURVEY CONTROL
 KT0573  ___________________________________________________________________
 KT0573* NAD 83(1986)-  39 07 18.     (N)    122 46 58.     (W)     SCALED    
 KT0573* NAVD 88     -      1042.67   (+/-2cm)    3420.8    (feet)  VERTCON   
 KT0573  ___________________________________________________________________
 KT0573  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 KT0573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0573
 KT0573.The horizontal coordinates were scaled from a topographic map and have
 KT0573.an estimated accuracy of +/- 6 seconds.
 KT0573
 KT0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0573.The vertical order pertains to the NGVD 29 superseded value.
 KT0573
 KT0573.The geoid height was determined by GEOID03.
 KT0573
 KT0573;                    North         East    Units  Estimated Accuracy
 KT0573;SPC CA 2     -   661,800.    1,932,310.      MT  (+/- 180 meters Scaled)
 KT0573
 KT0573                          SUPERSEDED SURVEY CONTROL
 KT0573
 KT0573  NGVD 29 (??/??/92) 1041.782  (m)         3417.91   (f) ADJ UNCH    2 0
 KT0573
 KT0573.Superseded values are not recommended for survey control.
 KT0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0573.See file dsdata.txt to determine how the superseded data were derived.
 KT0573
 KT0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ187303(NAD 83)
 KT0573_MARKER: Q = CHISELED SQUARE
 KT0573_SETTING: 66 = SET IN ROCK OUTCROP
 KT0573_SP_SET: ROCK OUTCROP
 KT0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0573+STABILITY: POSITION/ELEVATION WELL
 KT0573
 KT0573  HISTORY     - Date     Condition        Report By
 KT0573  HISTORY     - UNK      MONUMENTED       USGS
 KT0573  HISTORY     - 1935     GOOD             NGS
 KT0573  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0573
 KT0573                          STATION DESCRIPTION
 KT0573
 KT0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0573'7.8 MI NE FROM LUCERNE.
 KT0573'7.8 MILES NORTHEAST ALONG THE BARTLETT SPRINGS ROAD FROM LUCERNE,
 KT0573'LAKE COUNTY, INSIDE A SHARP U-TURN IN THE ROAD, 45 FEET WEST
 KT0573'OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE CENTERLINE
 KT0573'OF THE ROAD FROM THE UPHILL SIDE OF THE CURVE, AND ON THE TOP
 KT0573'OF A SMALL ROCK OUTCROP.  A CHISELED SQUARE.
 KT0573
 KT0573                          STATION RECOVERY (1966)
 KT0573
 KT0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0411 ***********************************************************************
 EW0411  DESIGNATION -  342 4 B DWR
 EW0411  PID         -  EW0411
 EW0411  STATE/COUNTY-  CA/LOS ANGELES
 EW0411  USGS QUAD   -  RITTER RIDGE (1974)
 EW0411
 EW0411                         *CURRENT SURVEY CONTROL
 EW0411  ___________________________________________________________________
 EW0411* NAD 83(1986)-  34 34 53.     (N)    118 10 59.     (W)     SCALED    
 EW0411* NAVD 88     -       898.61   (+/-2cm)    2948.2    (feet)  VERTCON   
 EW0411  ___________________________________________________________________
 EW0411  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0411
 EW0411.The horizontal coordinates were scaled from a topographic map and have
 EW0411.an estimated accuracy of +/- 6 seconds.
 EW0411
 EW0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0411.The vertical order pertains to the NGVD 29 superseded value.
 EW0411
 EW0411.The geoid height was determined by GEOID03.
 EW0411
 EW0411;                    North         East    Units  Estimated Accuracy
 EW0411;SPC CA 5     -   619,970.    1,983,210.      MT  (+/- 180 meters Scaled)
 EW0411
 EW0411                          SUPERSEDED SURVEY CONTROL
 EW0411
 EW0411  NGVD 29 (??/??/92)  897.73   (m)         2945.3    (f) COMPUTED    2 0
 EW0411
 EW0411.Superseded values are not recommended for survey control.
 EW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0411.See file dsdata.txt to determine how the superseded data were derived.
 EW0411
 EW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU914272(NAD 83)
 EW0411_MARKER: DD = SURVEY DISK
 EW0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0411_SP_SET: AQUEDUCT LINING
 EW0411_STAMPING: MILE 342.4 B
 EW0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0411
 EW0411  HISTORY     - Date     Condition        Report By
 EW0411  HISTORY     - UNK      MONUMENTED       CADWR
 EW0411  HISTORY     - 1971     GOOD             NGS
 EW0411
 EW0411                          STATION DESCRIPTION
 EW0411
 EW0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0411'18.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0411'18.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0411'PEARBLOSSOM PUMP PLANT, N THE TOP OF THE EAST CONCRETE LINING
 EW0411'OF THE AQUEDUCT, 72 FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST
 EW0411'WING WALL OF LEONA SIPHON OUTLET 342.44, 28 FEET NORTH OF THE
 EW0411'CENTER OF A STEEL LADDER, AND ABOUT 6 1/2 FEET LOWER THAN THE
 EW0411'EAST LEVEE ROAD.  SECTION 30, T 6N, R12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0772 ***********************************************************************
 DX0772  DESIGNATION -  342 T
 DX0772  PID         -  DX0772
 DX0772  STATE/COUNTY-  CA/RIVERSIDE
 DX0772  USGS QUAD   -  CATHEDRAL CITY (1981)
 DX0772
 DX0772                         *CURRENT SURVEY CONTROL
 DX0772  ___________________________________________________________________
 DX0772* NAD 83(1986)-  33 50 19.     (N)    116 26 46.     (W)     SCALED    
 DX0772* NAVD 88     -       105.54   (+/-2cm)     346.3    (feet)  VERTCON   
 DX0772  ___________________________________________________________________
 DX0772  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DX0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0772
 DX0772.The horizontal coordinates were scaled from a topographic map and have
 DX0772.an estimated accuracy of +/- 6 seconds.
 DX0772
 DX0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0772.The vertical order pertains to the NGVD 29 superseded value.
 DX0772
 DX0772.The geoid height was determined by GEOID03.
 DX0772
 DX0772;                    North         East    Units  Estimated Accuracy
 DX0772;SPC CA 6     -   685,440.    1,981,850.      MT  (+/- 180 meters Scaled)
 DX0772
 DX0772                          SUPERSEDED SURVEY CONTROL
 DX0772
 DX0772  NGVD 29 (??/??/??)  104.830  (m)          343.93   (f) ADJUSTED    1 2
 DX0772
 DX0772.Superseded values are not recommended for survey control.
 DX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0772.See file dsdata.txt to determine how the superseded data were derived.
 DX0772
 DX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT512444(NAD 83)
 DX0772_MARKER: P = PIPE CAP
 DX0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0772_STAMPING: 343.929 T
 DX0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0772
 DX0772  HISTORY     - Date     Condition        Report By
 DX0772  HISTORY     - UNK      MONUMENTED       USGS
 DX0772  HISTORY     - 1950     GOOD             NGS
 DX0772
 DX0772                          STATION DESCRIPTION
 DX0772
 DX0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DX0772'0.1 MI SE FROM RIALON.
 DX0772'0.1 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 DX0772'RIALON, RIVERSIDE COUNTY, 10 POLES SOUTHEAST OF MILEPOST 595,
 DX0772'47.7 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND
 DX0772'55.5 FEET SOUTHEAST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY
 DX0772'STANDARD CAP, STAMPED 343.929 T AND RIVETED ON THE TOP OF A
 DX0772'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0348 ***********************************************************************
 DC0348  DESIGNATION -  342 USGS
 DC0348  PID         -  DC0348
 DC0348  STATE/COUNTY-  CA/SAN DIEGO
 DC0348  USGS QUAD   -  JAMUL MOUNTAINS (1994)
 DC0348
 DC0348                         *CURRENT SURVEY CONTROL
 DC0348  ___________________________________________________________________
 DC0348* NAD 83(1986)-  32 44 36.     (N)    116 55 38.     (W)     SCALED    
 DC0348* NAVD 88     -       104.94   (+/-2cm)     344.3    (feet)  VERTCON   
 DC0348  ___________________________________________________________________
 DC0348  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DC0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0348
 DC0348.The horizontal coordinates were scaled from a topographic map and have
 DC0348.an estimated accuracy of +/- 6 seconds.
 DC0348
 DC0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0348.The vertical order pertains to the NGVD 29 superseded value.
 DC0348
 DC0348.The geoid height was determined by GEOID03.
 DC0348
 DC0348;                    North         East    Units  Estimated Accuracy
 DC0348;SPC CA 6     -   564,160.    1,936,530.      MT  (+/- 180 meters Scaled)
 DC0348
 DC0348                          SUPERSEDED SURVEY CONTROL
 DC0348
 DC0348  NGVD 29 (??/??/??)  104.294  (m)          342.17   (f) ADJUSTED    2 0
 DC0348
 DC0348.Superseded values are not recommended for survey control.
 DC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0348.See file dsdata.txt to determine how the superseded data were derived.
 DC0348
 DC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS068228(NAD 83)
 DC0348_MARKER: P = PIPE CAP
 DC0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DC0348_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DC0348_STAMPING: 342 SD
 DC0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0348
 DC0348  HISTORY     - Date     Condition        Report By
 DC0348  HISTORY     - UNK      MONUMENTED       USGS
 DC0348  HISTORY     - 1955     GOOD             NGS
 DC0348
 DC0348                          STATION DESCRIPTION
 DC0348
 DC0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0348'1 MI NE FROM JAMACHA JUNCTION.
 DC0348'1.0 MILE NORTHEAST ALONG JAMACHA ROAD FROM THE JUNCTION OF STATE
 DC0348'HIGHWAY 94 AT JAMACHA JUNCTION, AT THE SOUTHEAST CORNER OF A
 DC0348'TRIANGLE FORMED BY THE Y JUNCTION OF COUNTY ROAD F 11 LEADING
 DC0348'EAST, 68 1/2 FEET NORTHEAST OF THE CENTER LINE OF JAMACHA ROAD,
 DC0348'33.0 FEET WEST OF THE CENTER LINE OF THE ROAD AT THE EAST SIDE OF
 DC0348'THE TRIANGLE, 20 FEET SOUTHWEST OF POWER LINE POLE P 73634 WITH TWO
 DC0348'GUY WIRES, 1.6 FEET WEST OF A WITNESS POST, AND RIVETED ON TOP
 DC0348'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0440 ***********************************************************************
 KS0440  DESIGNATION -  342+49.9
 KS0440  PID         -  KS0440
 KS0440  STATE/COUNTY-  CA/SIERRA
 KS0440  USGS QUAD   -  HAYPRESS VALLEY (1981)
 KS0440
 KS0440                         *CURRENT SURVEY CONTROL
 KS0440  ___________________________________________________________________
 KS0440* NAD 83(1986)-  39 37 01.     (N)    120 30 34.     (W)     SCALED    
 KS0440* NAVD 88     -      1957.372  (meters)    6421.81   (feet)  ADJUSTED  
 KS0440  ___________________________________________________________________
 KS0440  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 KS0440  DYNAMIC HT  -        1955.503 (meters)    6415.68  (feet)  COMP
 KS0440  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 KS0440
 KS0440  VERT ORDER  -  SECOND    CLASS 0
 KS0440
 KS0440.The horizontal coordinates were scaled from a topographic map and have
 KS0440.an estimated accuracy of +/- 6 seconds.
 KS0440
 KS0440.The orthometric height was determined by differential leveling
 KS0440.and adjusted in June 1991.
 KS0440
 KS0440.The geoid height was determined by GEOID03.
 KS0440
 KS0440.The dynamic height is computed by dividing the NAVD 88
 KS0440.geopotential number by the normal gravity value computed on the
 KS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0440.degrees latitude (g = 980.6199 gals.).
 KS0440
 KS0440.The modeled gravity was interpolated from observed gravity values.
 KS0440
 KS0440;                    North         East    Units  Estimated Accuracy
 KS0440;SPC CA 2     -   717,550.    2,127,980.      MT  (+/- 180 meters Scaled)
 KS0440
 KS0440                          SUPERSEDED SURVEY CONTROL
 KS0440
 KS0440  NGVD 29 (??/??/??) 1956.245  (m)         6418.11   (f) ADJUSTED    2 0
 KS0440
 KS0440.Superseded values are not recommended for survey control.
 KS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0440.See file dsdata.txt to determine how the superseded data were derived.
 KS0440
 KS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ137882(NAD 83)
 KS0440_MARKER: P = PIPE CAP
 KS0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0440_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0440_STAMPING: 342+49.9 6411.48 1927
 KS0440_MARK LOGO: BOR   
 KS0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0440
 KS0440  HISTORY     - Date     Condition        Report By
 KS0440  HISTORY     - 1927     MONUMENTED       BPR
 KS0440  HISTORY     - 1934     GOOD             CGS
 KS0440
 KS0440                          STATION DESCRIPTION
 KS0440
 KS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0440'8.2 MI W FROM SATTLEY.
 KS0440'8.2 MILES WEST ALONG STATE HIGHWAY 49 FROM SATTLEY, SIERRA
 KS0440'COUNTY, AND 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 KS0440'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 KS0440'STAMPED---342+49.9 6411.48 1927---, AND
 KS0440'FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0423 ***********************************************************************
 EW0423  DESIGNATION -  342.1 A DWR
 EW0423  PID         -  EW0423
 EW0423  STATE/COUNTY-  CA/LOS ANGELES
 EW0423  USGS QUAD   -  RITTER RIDGE (1974)
 EW0423
 EW0423                         *CURRENT SURVEY CONTROL
 EW0423  ___________________________________________________________________
 EW0423* NAD 83(1986)-  34 35 11.     (N)    118 11 06.     (W)     SCALED    
 EW0423* NAVD 88     -       900.38   (+/-2cm)    2954.0    (feet)  VERTCON   
 EW0423  ___________________________________________________________________
 EW0423  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0423
 EW0423.The horizontal coordinates were scaled from a topographic map and have
 EW0423.an estimated accuracy of +/- 6 seconds.
 EW0423
 EW0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0423.The vertical order pertains to the NGVD 29 superseded value.
 EW0423
 EW0423.The geoid height was determined by GEOID03.
 EW0423
 EW0423;                    North         East    Units  Estimated Accuracy
 EW0423;SPC CA 5     -   620,520.    1,983,030.      MT  (+/- 180 meters Scaled)
 EW0423
 EW0423                          SUPERSEDED SURVEY CONTROL
 EW0423
 EW0423  NGVD 29 (??/??/92)  899.505  (m)         2951.13   (f) ADJ UNCH    2 0
 EW0423
 EW0423.Superseded values are not recommended for survey control.
 EW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0423.See file dsdata.txt to determine how the superseded data were derived.
 EW0423
 EW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU913278(NAD 83)
 EW0423_MARKER: DD = SURVEY DISK
 EW0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0423_SP_SET: SIPHON
 EW0423_STAMPING: 342.1 A 1971
 EW0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0423
 EW0423  HISTORY     - Date     Condition        Report By
 EW0423  HISTORY     - 1971     MONUMENTED       CADWR
 EW0423  HISTORY     - 1971     GOOD             NGS
 EW0423
 EW0423                          STATION DESCRIPTION
 EW0423
 EW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0423'39 MI SE FROM PORTER TUNNEL.
 EW0423'39.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0423'SOUTH PORTAL OF THE PORTER TUNNEL, AT LEONA SIPHON INLET 342.07,
 EW0423'IN THE TOP AND 0.9 FOOT WEST OF THE EAST END OF THE CONCRETE
 EW0423'PORTAL OF THE SIPHON, 1.3 FEET SOUTHEAST OF A METAL GUARDRAIL
 EW0423'POST, AND ABOUT 1/2 FOOT LOWER THAN THE EAST LEVEE ROAD.  SECTION
 EW0423'30, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0424 ***********************************************************************
 EW0424  DESIGNATION -  342.1 B DWR
 EW0424  PID         -  EW0424
 EW0424  STATE/COUNTY-  CA/LOS ANGELES
 EW0424  USGS QUAD   -  RITTER RIDGE (1974)
 EW0424
 EW0424                         *CURRENT SURVEY CONTROL
 EW0424  ___________________________________________________________________
 EW0424* NAD 83(1986)-  34 35 11.     (N)    118 11 07.     (W)     SCALED    
 EW0424* NAVD 88     -       899.10   (+/-2cm)    2949.8    (feet)  VERTCON   
 EW0424  ___________________________________________________________________
 EW0424  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0424
 EW0424.The horizontal coordinates were scaled from a topographic map and have
 EW0424.an estimated accuracy of +/- 6 seconds.
 EW0424
 EW0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0424.The vertical order pertains to the NGVD 29 superseded value.
 EW0424
 EW0424.The geoid height was determined by GEOID03.
 EW0424
 EW0424;                    North         East    Units  Estimated Accuracy
 EW0424;SPC CA 5     -   620,520.    1,983,000.      MT  (+/- 180 meters Scaled)
 EW0424
 EW0424                          SUPERSEDED SURVEY CONTROL
 EW0424
 EW0424  NGVD 29 (??/??/92)  898.222  (m)         2946.92   (f) ADJ UNCH    2 0
 EW0424
 EW0424.Superseded values are not recommended for survey control.
 EW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0424.See file dsdata.txt to determine how the superseded data were derived.
 EW0424
 EW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU912278(NAD 83)
 EW0424_MARKER: DD = SURVEY DISK
 EW0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0424_SP_SET: CONCRETE LINING
 EW0424_STAMPING: MILE 342.1 B
 EW0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0424
 EW0424  HISTORY     - Date     Condition        Report By
 EW0424  HISTORY     - UNK      MONUMENTED       CADWR
 EW0424  HISTORY     - 1971     GOOD             NGS
 EW0424
 EW0424                          STATION DESCRIPTION
 EW0424
 EW0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0424'39 MI SE FROM PORTER TUNNEL.
 EW0424'39.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0424'SOUTH PORTAL OF THE PORTER TUNNEL, NEAR LEONA SIPHON INLET
 EW0424'342.07, IN THE TOP OF THE EAST CONCRETE LINING OF THE AQUEDUCT,
 EW0424'67 FEET NORTH OF THE NORTHEAST END OF THE NORTHEAST CONCRETE
 EW0424'WING WALL OF THE SIPHON, 46 FEET NORTH OF THE CENTER OF A STEEL
 EW0424'LADDER, AND ABOUT 6 1/2 FEET LOWER THAN THE EAST LEVEE ROAD.
 EW0424'SECTION 30, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0435 ***********************************************************************
 EW0435  DESIGNATION -  342.1 C DWR
 EW0435  PID         -  EW0435
 EW0435  STATE/COUNTY-  CA/LOS ANGELES
 EW0435  USGS QUAD   -  RITTER RIDGE (1974)
 EW0435
 EW0435                         *CURRENT SURVEY CONTROL
 EW0435  ___________________________________________________________________
 EW0435* NAD 83(1986)-  34 35 26.     (N)    118 11 20.     (W)     SCALED    
 EW0435* NAVD 88     -       890.34   (+/-2cm)    2921.1    (feet)  VERTCON   
 EW0435  ___________________________________________________________________
 EW0435  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0435
 EW0435.The horizontal coordinates were scaled from a topographic map and have
 EW0435.an estimated accuracy of +/- 6 seconds.
 EW0435
 EW0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0435.The vertical order pertains to the NGVD 29 superseded value.
 EW0435
 EW0435.The geoid height was determined by GEOID03.
 EW0435
 EW0435;                    North         East    Units  Estimated Accuracy
 EW0435;SPC CA 5     -   620,990.    1,982,670.      MT  (+/- 180 meters Scaled)
 EW0435
 EW0435                          SUPERSEDED SURVEY CONTROL
 EW0435
 EW0435  NGVD 29 (??/??/92)  889.466  (m)         2918.19   (f) ADJ UNCH    2 0
 EW0435
 EW0435.Superseded values are not recommended for survey control.
 EW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0435.See file dsdata.txt to determine how the superseded data were derived.
 EW0435
 EW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU909282(NAD 83)
 EW0435_MARKER: DD = SURVEY DISK
 EW0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0435_STAMPING: 342.1 C 1968
 EW0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0435+STABILITY: SURFACE MOTION
 EW0435
 EW0435  HISTORY     - Date     Condition        Report By
 EW0435  HISTORY     - 1968     MONUMENTED       CADWR
 EW0435  HISTORY     - 1971     GOOD             NGS
 EW0435
 EW0435                          STATION DESCRIPTION
 EW0435
 EW0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0435'38.7 MI SE FROM PORTER TUNNEL.
 EW0435'38.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0435'SOUTH PORTAL OF THE PORTER TUNNEL, THENCE 0.2 MILE SOUTHEAST
 EW0435'ALONG AN ASPHALT ROAD BETWEEN THE INLET AND OUTLET OF RITTER
 EW0435'SIPHON, ABOUT 135 FEET EAST OF THE NORTHEAST END OF A STEEL
 EW0435'GATE ACROSS THE ROAD, 81 FEET NORTHEAST OF THE CENTER LINE OF
 EW0435'THE ROAD, 0.6 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW0435'FENCE, 42 FEET SOUTHEAST OF AN ANGLE POST IN THE FENCE, 1.1 FEET
 EW0435'NORTH OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN THE ROAD,
 EW0435'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EW0435'THE GROUND.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0439 ***********************************************************************
 EW0439  DESIGNATION -  342.3 C DWR
 EW0439  PID         -  EW0439
 EW0439  STATE/COUNTY-  CA/LOS ANGELES
 EW0439  USGS QUAD   -  RITTER RIDGE (1974)
 EW0439
 EW0439                         *CURRENT SURVEY CONTROL
 EW0439  ___________________________________________________________________
 EW0439* NAD 83(1986)-  34 36 22.     (N)    118 12 06.     (W)     SCALED    
 EW0439* NAVD 88     -       898.05   (+/-2cm)    2946.4    (feet)  VERTCON   
 EW0439  ___________________________________________________________________
 EW0439  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0439
 EW0439.The horizontal coordinates were scaled from a topographic map and have
 EW0439.an estimated accuracy of +/- 6 seconds.
 EW0439
 EW0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0439.The vertical order pertains to the NGVD 29 superseded value.
 EW0439
 EW0439.The geoid height was determined by GEOID03.
 EW0439
 EW0439;                    North         East    Units  Estimated Accuracy
 EW0439;SPC CA 5     -   622,710.    1,981,500.      MT  (+/- 180 meters Scaled)
 EW0439
 EW0439                          SUPERSEDED SURVEY CONTROL
 EW0439
 EW0439  NGVD 29 (??/??/92)  897.182  (m)         2943.50   (f) ADJ UNCH    2 0
 EW0439
 EW0439.Superseded values are not recommended for survey control.
 EW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0439.See file dsdata.txt to determine how the superseded data were derived.
 EW0439
 EW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU898300(NAD 83)
 EW0439_MARKER: DD = SURVEY DISK
 EW0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0439_STAMPING: 342.3 C 1968
 EW0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0439+STABILITY: SURFACE MOTION
 EW0439
 EW0439  HISTORY     - Date     Condition        Report By
 EW0439  HISTORY     - 1968     MONUMENTED       CADWR
 EW0439  HISTORY     - 1971     GOOD             NGS
 EW0439
 EW0439                          STATION DESCRIPTION
 EW0439
 EW0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0439'37.3 MI SE FROM PORTER TUNNEL.
 EW0439'37.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0439'SOUTH PORTAL OF THE PORTER TUNNEL, ON THE TOP OF A RIDGE, 1.0
 EW0439'FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 14 FEET
 EW0439'SOUTHEAST OF A BRACE POST IN THE FENCE, 1.2 FEET NORTHWEST OF
 EW0439'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0439'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 EW0439'ABOVE THE GROUND.  SECTION 13, T 6 N, R 13 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0409 ***********************************************************************
 EW0409  DESIGNATION -  342.4 A DWR
 EW0409  PID         -  EW0409
 EW0409  STATE/COUNTY-  CA/LOS ANGELES
 EW0409  USGS QUAD   -  RITTER RIDGE (1974)
 EW0409
 EW0409                         *CURRENT SURVEY CONTROL
 EW0409  ___________________________________________________________________
 EW0409* NAD 83(1986)-  34 34 53.     (N)    118 10 59.     (W)     SCALED    
 EW0409* NAVD 88     -       900.19   (+/-2cm)    2953.4    (feet)  VERTCON   
 EW0409  ___________________________________________________________________
 EW0409  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0409
 EW0409.The horizontal coordinates were scaled from a topographic map and have
 EW0409.an estimated accuracy of +/- 6 seconds.
 EW0409
 EW0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0409.The vertical order pertains to the NGVD 29 superseded value.
 EW0409
 EW0409.The geoid height was determined by GEOID03.
 EW0409
 EW0409;                    North         East    Units  Estimated Accuracy
 EW0409;SPC CA 5     -   619,970.    1,983,210.      MT  (+/- 180 meters Scaled)
 EW0409
 EW0409                          SUPERSEDED SURVEY CONTROL
 EW0409
 EW0409  NGVD 29 (??/??/92)  899.309  (m)         2950.48   (f) ADJ UNCH    2 0
 EW0409
 EW0409.Superseded values are not recommended for survey control.
 EW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0409.See file dsdata.txt to determine how the superseded data were derived.
 EW0409
 EW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU914272(NAD 83)
 EW0409_MARKER: DD = SURVEY DISK
 EW0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0409_SP_SET: WALKWAY
 EW0409_STAMPING: 342.4 A 1971
 EW0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0409
 EW0409  HISTORY     - Date     Condition        Report By
 EW0409  HISTORY     - 1971     MONUMENTED       CADWR
 EW0409  HISTORY     - 1971     GOOD             NGS
 EW0409
 EW0409                          STATION DESCRIPTION
 EW0409
 EW0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0409'18.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0409'18.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0409'PEARBLOSSON PUMP PLANT, AT THE LEONA SIPHON OUTLET 342.44,
 EW0409'IN THE TOP AND 0.5 FOOT WEST OF THE EAST END OF THE CONCRETE
 EW0409'WALKWAY ACROSS THE SIPHON, 13.1 FEET SOUTH OF THE NORTHEAST
 EW0409'CORNER OF A PORTAL WALL, AND ABOUT 1/2 FOOT LOWER THAN THE
 EW0409'EAST LEVEE ROAD.  SECTION 30, T 6N, R12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1806 ***********************************************************************
 EW1806  DESIGNATION -  342.509 C OF LA
 EW1806  PID         -  EW1806
 EW1806  STATE/COUNTY-  CA/LOS ANGELES
 EW1806  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1806
 EW1806                         *CURRENT SURVEY CONTROL
 EW1806  ___________________________________________________________________
 EW1806* NAD 83(1986)-  34 02 48.     (N)    118 29 43.     (W)     SCALED    
 EW1806* NAVD 88     -       105.19   (+/-2cm)     345.1    (feet)  VERTCON   
 EW1806  ___________________________________________________________________
 EW1806  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW1806  VERT ORDER  -  THIRD (See Below)
 EW1806
 EW1806.The horizontal coordinates were scaled from a topographic map and have
 EW1806.an estimated accuracy of +/- 6 seconds.
 EW1806
 EW1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1806.The vertical order pertains to the NGVD 29 superseded value.
 EW1806
 EW1806.The geoid height was determined by GEOID03.
 EW1806
 EW1806;                    North         East    Units  Estimated Accuracy
 EW1806;SPC CA 5     -   560,750.    1,954,270.      MT  (+/- 180 meters Scaled)
 EW1806
 EW1806                          SUPERSEDED SURVEY CONTROL
 EW1806
 EW1806  NGVD 29 (??/??/??)  104.42   (m)          342.6    (f) RESET       3  
 EW1806
 EW1806.Superseded values are not recommended for survey control.
 EW1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1806.See file dsdata.txt to determine how the superseded data were derived.
 EW1806
 EW1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT619683(NAD 83)
 EW1806_MARKER: S = SPIKE
 EW1806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1806_SP_SET: CURB
 EW1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1806
 EW1806  HISTORY     - Date     Condition        Report By
 EW1806  HISTORY     - UNK      MONUMENTED       CA1980
 EW1806  HISTORY     - 1945     GOOD             NGS
 EW1806
 EW1806                          STATION DESCRIPTION
 EW1806
 EW1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1806'AT SANTA MONICA.
 EW1806'AT SANTA MONICA AT THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1806'AND TWENTY-THIRD STREET.  LOCATED IN THE CURVED CURB OF THE
 EW1806'SOUTHEAST CORNER OF THE INTERSECTION, 1.0 FOOT SOUTH OF SOUTH
 EW1806'CURBLINE OF SAN VICENTE BOULEVARD, AND 4.9 FEET EAST OF THE EAST
 EW1806'CURBLINE OF TWENTY-THIRD STREET.  A CUT SPIKE SET IN THE CONCRETE
 EW1806'CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0396 ***********************************************************************
 EW0396  DESIGNATION -  342.6 AA DWR
 EW0396  PID         -  EW0396
 EW0396  STATE/COUNTY-  CA/LOS ANGELES
 EW0396  USGS QUAD   -  RITTER RIDGE (1974)
 EW0396
 EW0396                         *CURRENT SURVEY CONTROL
 EW0396  ___________________________________________________________________
 EW0396* NAD 83(1986)-  34 34 40.     (N)    118 10 58.     (W)     SCALED    
 EW0396* NAVD 88     -       901.84   (+/-2cm)    2958.8    (feet)  VERTCON   
 EW0396  ___________________________________________________________________
 EW0396  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0396
 EW0396.The horizontal coordinates were scaled from a topographic map and have
 EW0396.an estimated accuracy of +/- 6 seconds.
 EW0396
 EW0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0396.The vertical order pertains to the NGVD 29 superseded value.
 EW0396
 EW0396.The geoid height was determined by GEOID03.
 EW0396
 EW0396;                    North         East    Units  Estimated Accuracy
 EW0396;SPC CA 5     -   619,570.    1,983,230.      MT  (+/- 180 meters Scaled)
 EW0396
 EW0396                          SUPERSEDED SURVEY CONTROL
 EW0396
 EW0396  NGVD 29 (??/??/92)  900.964  (m)         2955.91   (f) ADJ UNCH    2 0
 EW0396
 EW0396.Superseded values are not recommended for survey control.
 EW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0396.See file dsdata.txt to determine how the superseded data were derived.
 EW0396
 EW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU915268(NAD 83)
 EW0396_MARKER: DD = SURVEY DISK
 EW0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0396_SP_SET: BRIDGE CURB
 EW0396_STAMPING: 342.6 AA 1971
 EW0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0396
 EW0396  HISTORY     - Date     Condition        Report By
 EW0396  HISTORY     - 1971     MONUMENTED       CADWR
 EW0396  HISTORY     - 1971     GOOD             NGS
 EW0396
 EW0396                          STATION DESCRIPTION
 EW0396
 EW0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0396'18 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0396'17.95 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0396'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF CONCRETE BRIDGE
 EW0396'342.56, IN THE TOP AND 0.7 FOOT NORTHWEST OF THE SOUTHEAST
 EW0396'END OF THE NORTHEAST CONCRETE CURB OF THE BRIDGE, AND ABOUT
 EW0396'1 FOOT HIGHER THAN THE BRIDGE DECK.  NOTE-- NUMBER 342.56 IS
 EW0396'PAINTED ON THE BRIDGE BUT ACCORDING TO THE MILE SHEET IT SHOULD
 EW0396'BE 342.65.  SECTION 30, T6N, R 12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0398 ***********************************************************************
 EW0398  DESIGNATION -  342.6 B DWR
 EW0398  PID         -  EW0398
 EW0398  STATE/COUNTY-  CA/LOS ANGELES
 EW0398  USGS QUAD   -  RITTER RIDGE (1974)
 EW0398
 EW0398                         *CURRENT SURVEY CONTROL
 EW0398  ___________________________________________________________________
 EW0398* NAD 83(1986)-  34 34 44.     (N)    118 10 58.     (W)     SCALED    
 EW0398* NAVD 88     -       898.55   (+/-2cm)    2948.0    (feet)  VERTCON   
 EW0398  ___________________________________________________________________
 EW0398  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EW0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0398
 EW0398.The horizontal coordinates were scaled from a topographic map and have
 EW0398.an estimated accuracy of +/- 6 seconds.
 EW0398
 EW0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0398.The vertical order pertains to the NGVD 29 superseded value.
 EW0398
 EW0398.The geoid height was determined by GEOID03.
 EW0398
 EW0398;                    North         East    Units  Estimated Accuracy
 EW0398;SPC CA 5     -   619,690.    1,983,230.      MT  (+/- 180 meters Scaled)
 EW0398
 EW0398                          SUPERSEDED SURVEY CONTROL
 EW0398
 EW0398  NGVD 29 (??/??/92)  897.671  (m)         2945.11   (f) ADJ UNCH    2 0
 EW0398
 EW0398.Superseded values are not recommended for survey control.
 EW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0398.See file dsdata.txt to determine how the superseded data were derived.
 EW0398
 EW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU915269(NAD 83)
 EW0398_MARKER: DD = SURVEY DISK
 EW0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0398_SP_SET: AQUEDUCT LINING
 EW0398_STAMPING: MILE 342.6 B
 EW0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0398
 EW0398  HISTORY     - Date     Condition        Report By
 EW0398  HISTORY     - UNK      MONUMENTED       CADWR
 EW0398  HISTORY     - 1971     GOOD             NGS
 EW0398
 EW0398                          STATION DESCRIPTION
 EW0398
 EW0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0398'18 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0398'17.95 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0398'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE EAST CONCRETE LINING
 EW0398'OF THE AQUEDUCT, 123 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 EW0398'BRIDGE ACROSS THE AQUEDUCT, 10 FEET NORTH OF THE CENTER OF A
 EW0398'LADDER, AND ABOUT 5 FEET LOWER THAN THE EAST LEVEE ROAD.
 EW0398'SECTION 30, T 6N, R 12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0391 ***********************************************************************
 EW0391  DESIGNATION -  342.9 A DWR
 EW0391  PID         -  EW0391
 EW0391  STATE/COUNTY-  CA/LOS ANGELES
 EW0391  USGS QUAD   -  RITTER RIDGE (1974)
 EW0391
 EW0391                         *CURRENT SURVEY CONTROL
 EW0391  ___________________________________________________________________
 EW0391* NAD 83(1986)-  34 34 30.     (N)    118 10 50.     (W)     SCALED    
 EW0391* NAVD 88     -       899.89   (+/-2cm)    2952.4    (feet)  VERTCON   
 EW0391  ___________________________________________________________________
 EW0391  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0391
 EW0391.The horizontal coordinates were scaled from a topographic map and have
 EW0391.an estimated accuracy of +/- 6 seconds.
 EW0391
 EW0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0391.The vertical order pertains to the NGVD 29 superseded value.
 EW0391
 EW0391.The geoid height was determined by GEOID03.
 EW0391
 EW0391;                    North         East    Units  Estimated Accuracy
 EW0391;SPC CA 5     -   619,260.    1,983,430.      MT  (+/- 180 meters Scaled)
 EW0391
 EW0391                          SUPERSEDED SURVEY CONTROL
 EW0391
 EW0391  NGVD 29 (??/??/92)  899.012  (m)         2949.51   (f) ADJ UNCH    2 0
 EW0391
 EW0391.Superseded values are not recommended for survey control.
 EW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0391.See file dsdata.txt to determine how the superseded data were derived.
 EW0391
 EW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU917265(NAD 83)
 EW0391_MARKER: DD = SURVEY DISK
 EW0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0391_SP_SET: BASE
 EW0391_STAMPING: MILE 342.9 A
 EW0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0391
 EW0391  HISTORY     - Date     Condition        Report By
 EW0391  HISTORY     - UNK      MONUMENTED       CADWR
 EW0391  HISTORY     - 1971     GOOD             NGS
 EW0391
 EW0391                          STATION DESCRIPTION
 EW0391
 EW0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0391'17.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0391'17.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0391'PEARBLOSSOM PUMP PLANT, AT A TURNOUT STRUCTURE, IN THE TOP OF
 EW0391'THE CENTER OF A 3 BY 7-FOOT CONCRETE BASE OF THE VALVE CONTROL
 EW0391'OF THE TURNOUT, 11 FEET NORTHEAST OF THE NORTHEAST LINING
 EW0391'OF THE AQUEDUCT, 12.6 FEET EAST OF BENCH MARK 342.9 B (DWR),
 EW0391'AND ABOUT LEVEL WITH THE NORTHEAST LEVEE ROAD.  SECTION 29,
 EW0391'T 6N, R12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0393 ***********************************************************************
 EW0393  DESIGNATION -  342.9 B DWR
 EW0393  PID         -  EW0393
 EW0393  STATE/COUNTY-  CA/LOS ANGELES
 EW0393  USGS QUAD   -  RITTER RIDGE (1974)
 EW0393
 EW0393                         *CURRENT SURVEY CONTROL
 EW0393  ___________________________________________________________________
 EW0393* NAD 83(1986)-  34 34 31.     (N)    118 10 49.     (W)     SCALED    
 EW0393* NAVD 88     -       898.57   (+/-2cm)    2948.1    (feet)  VERTCON   
 EW0393  ___________________________________________________________________
 EW0393  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0393
 EW0393.The horizontal coordinates were scaled from a topographic map and have
 EW0393.an estimated accuracy of +/- 6 seconds.
 EW0393
 EW0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0393.The vertical order pertains to the NGVD 29 superseded value.
 EW0393
 EW0393.The geoid height was determined by GEOID03.
 EW0393
 EW0393;                    North         East    Units  Estimated Accuracy
 EW0393;SPC CA 5     -   619,290.    1,983,460.      MT  (+/- 180 meters Scaled)
 EW0393
 EW0393                          SUPERSEDED SURVEY CONTROL
 EW0393
 EW0393  NGVD 29 (??/??/92)  897.688  (m)         2945.16   (f) ADJ UNCH    2 0
 EW0393
 EW0393.Superseded values are not recommended for survey control.
 EW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0393.See file dsdata.txt to determine how the superseded data were derived.
 EW0393
 EW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU917265(NAD 83)
 EW0393_MARKER: DD = SURVEY DISK
 EW0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0393_SP_SET: AQUEDUCT LINING
 EW0393_STAMPING: MILE 342.9 A
 EW0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0393
 EW0393  HISTORY     - Date     Condition        Report By
 EW0393  HISTORY     - UNK      MONUMENTED       CADWR
 EW0393  HISTORY     - 1971     GOOD             NGS
 EW0393
 EW0393                          STATION DESCRIPTION
 EW0393
 EW0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0393'17.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0393'17.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0393'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0393'LINING OF THE AQUEDUCT, 4.0 FEET NORTHWEST OF THE NORTHWEST
 EW0393'EDGE OF A TURNOUT SHAFT PIT, 12.6 FEET WEST OF BENCH MARK 342.9 A
 EW0393'(DWR), AND ABOUT 5 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0393'SECTION 29, T 6N, R 12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0434 ***********************************************************************
 EW0434  DESIGNATION -  342.9 C DWR
 EW0434  PID         -  EW0434
 EW0434  STATE/COUNTY-  CA/LOS ANGELES
 EW0434  USGS QUAD   -  RITTER RIDGE (1974)
 EW0434
 EW0434                         *CURRENT SURVEY CONTROL
 EW0434  ___________________________________________________________________
 EW0434* NAD 83(1986)-  34 36 01.     (N)    118 11 40.     (W)     SCALED    
 EW0434* NAVD 88     -       884.29   (+/-2cm)    2901.2    (feet)  VERTCON   
 EW0434  ___________________________________________________________________
 EW0434  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EW0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0434
 EW0434.The horizontal coordinates were scaled from a topographic map and have
 EW0434.an estimated accuracy of +/- 6 seconds.
 EW0434
 EW0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0434.The vertical order pertains to the NGVD 29 superseded value.
 EW0434
 EW0434.The geoid height was determined by GEOID03.
 EW0434
 EW0434;                    North         East    Units  Estimated Accuracy
 EW0434;SPC CA 5     -   622,070.    1,982,170.      MT  (+/- 180 meters Scaled)
 EW0434
 EW0434                          SUPERSEDED SURVEY CONTROL
 EW0434
 EW0434  NGVD 29 (??/??/92)  883.421  (m)         2898.36   (f) ADJ UNCH    2 0
 EW0434
 EW0434.Superseded values are not recommended for survey control.
 EW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0434.See file dsdata.txt to determine how the superseded data were derived.
 EW0434
 EW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU904293(NAD 83)
 EW0434_MARKER: DD = SURVEY DISK
 EW0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0434_STAMPING: 342.9 C 1968
 EW0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0434+STABILITY: SURFACE MOTION
 EW0434
 EW0434  HISTORY     - Date     Condition        Report By
 EW0434  HISTORY     - 1968     MONUMENTED       CADWR
 EW0434  HISTORY     - 1971     GOOD             NGS
 EW0434
 EW0434                          STATION DESCRIPTION
 EW0434
 EW0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0434'37.8 MI SE FROM PORTER TUNNEL.
 EW0434'37.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0434'SOUTH PORTAL OF THE PORTER TUNNEL, ON THE TOP OF A LOW RIDGE, 0.8
 EW0434'FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.2 FEET
 EW0434'WEST OF A WITNESS POST, ABOUT 35 FEET LOWER THAN THE NORTHEAST
 EW0434'LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0434'0.3 FOOT ABOVE THE GROUND.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2287 ***********************************************************************
 HS2287  DESIGNATION -  343 CAHD
 HS2287  PID         -  HS2287
 HS2287  STATE/COUNTY-  CA/SANTA CLARA
 HS2287  USGS QUAD   -  PACHECO PEAK (1978)
 HS2287
 HS2287                         *CURRENT SURVEY CONTROL
 HS2287  ___________________________________________________________________
 HS2287* NAD 83(1986)-  37 01 56.     (N)    121 19 25.     (W)     SCALED    
 HS2287* NAVD 88     -       105.54   (+/-2cm)     346.3    (feet)  VERTCON   
 HS2287  ___________________________________________________________________
 HS2287  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS2287  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2287
 HS2287.The horizontal coordinates were scaled from a topographic map and have
 HS2287.an estimated accuracy of +/- 6 seconds.
 HS2287
 HS2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2287.The vertical order pertains to the NGVD 29 superseded value.
 HS2287
 HS2287.The geoid height was determined by GEOID03.
 HS2287
 HS2287;                    North         East    Units  Estimated Accuracy
 HS2287;SPC CA 3     -   559,390.    1,926,720.      MT  (+/- 180 meters Scaled)
 HS2287
 HS2287                          SUPERSEDED SURVEY CONTROL
 HS2287
 HS2287  NGVD 29 (??/??/92)  104.664  (m)          343.39   (f) ADJ UNCH    1 2
 HS2287
 HS2287.Superseded values are not recommended for survey control.
 HS2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2287.See file dsdata.txt to determine how the superseded data were derived.
 HS2287
 HS2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF491997(NAD 83)
 HS2287_MARKER: X = CHISELED CROSS
 HS2287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2287_SP_SET: BRIDGE
 HS2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2287
 HS2287  HISTORY     - Date     Condition        Report By
 HS2287  HISTORY     - UNK      MONUMENTED       CADH
 HS2287  HISTORY     - 1954     GOOD             NGS
 HS2287  HISTORY     - 1967     GOOD             NGS
 HS2287
 HS2287                          STATION DESCRIPTION
 HS2287
 HS2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS2287'18.8 MI E FROM GILROY.
 HS2287'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2287'FROM THE STATION AT GILROY, THENCE 18.7 MILES EAST ALONG STATE
 HS2287'HIGHWAY 152, AT CONCRETE BRIDGE 37-30 (B 448+00) OVER CEDAR CREEK,
 HS2287'IN THE TOP OF THE WEST WING WALL, 39.1 FEET NORTHWEST OF AND
 HS2287'ACROSS THE HIGHWAY FROM BENCH MARK D 874, 22.5 FEET NORTHWEST
 HS2287'OF THE CENTER LINE OF THE HIGHWAY, 5.4 FEET WEST OF THE WEST
 HS2287'END OF THE GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 HS2287
 HS2287                          STATION RECOVERY (1967)
 HS2287
 HS2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0265 ***********************************************************************
 FU0265  DESIGNATION -  343+18.34 CAHD
 FU0265  PID         -  FU0265
 FU0265  STATE/COUNTY-  CA/KERN
 FU0265  USGS QUAD   -  METTLER (1992)
 FU0265
 FU0265                         *CURRENT SURVEY CONTROL
 FU0265  ___________________________________________________________________
 FU0265* NAD 83(1986)-  35 01 08.     (N)    118 57 18.     (W)     SCALED    
 FU0265* NAVD 88     -       245.83   (+/-2cm)     806.5    (feet)  VERTCON   
 FU0265  ___________________________________________________________________
 FU0265  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FU0265  VERT ORDER  -  THIRD (See Below)
 FU0265
 FU0265.The horizontal coordinates were scaled from a topographic map and have
 FU0265.an estimated accuracy of +/- 6 seconds.
 FU0265
 FU0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0265.The vertical order pertains to the NGVD 29 superseded value.
 FU0265
 FU0265.The geoid height was determined by GEOID03.
 FU0265
 FU0265;                    North         East    Units  Estimated Accuracy
 FU0265;SPC CA 5     -   668,900.    1,912,850.      MT  (+/- 180 meters Scaled)
 FU0265
 FU0265                          SUPERSEDED SURVEY CONTROL
 FU0265
 FU0265  NGVD 29 (??/??/??)  245.06   (m)          804.0    (f) RESET       3  
 FU0265
 FU0265.Superseded values are not recommended for survey control.
 FU0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0265.See file dsdata.txt to determine how the superseded data were derived.
 FU0265
 FU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU216768(NAD 83)
 FU0265_MARKER: DD = SURVEY DISK
 FU0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0265_STAMPING: 343+18.34
 FU0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0265+STABILITY: SURFACE MOTION
 FU0265
 FU0265  HISTORY     - Date     Condition        Report By
 FU0265  HISTORY     - UNK      MONUMENTED       CADH
 FU0265  HISTORY     - 1958     GOOD             NGS
 FU0265  HISTORY     - 1961     MARK NOT FOUND   NGS
 FU0265
 FU0265                          STATION DESCRIPTION
 FU0265
 FU0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FU0265'1 MI N FROM WHEELER RIDGE.
 FU0265'1.0 MILE NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0265'WHEELER RIDGE, IN R19W T11N S19, BETWEEN THE EAST AND WEST LANES
 FU0265'OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE WEST
 FU0265'LANES, 35 FEET WEST OF THE CENTER LINE OF THE EAST LANES, 223
 FU0265'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOVEN WIRE FENCE
 FU0265'AROUND THE PACIFIC GAS AND ELECTRIC COMPANY TEJON SUBSTATION,
 FU0265'119 FEET SOUTHWEST OF A POWER POLE, 1.0 FOOT SOUTH OF A STEEL
 FU0265'STATION MARKER POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 FU0265'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0265
 FU0265                          STATION RECOVERY (1961)
 FU0265
 FU0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FU0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0387 ***********************************************************************
 EW0387  DESIGNATION -  343.0 B DWR
 EW0387  PID         -  EW0387
 EW0387  STATE/COUNTY-  CA/LOS ANGELES
 EW0387  USGS QUAD   -  RITTER RIDGE (1974)
 EW0387
 EW0387                         *CURRENT SURVEY CONTROL
 EW0387  ___________________________________________________________________
 EW0387* NAD 83(1986)-  34 34 26.     (N)    118 10 40.     (W)     SCALED    
 EW0387* NAVD 88     -       898.54   (+/-2cm)    2948.0    (feet)  VERTCON   
 EW0387  ___________________________________________________________________
 EW0387  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0387
 EW0387.The horizontal coordinates were scaled from a topographic map and have
 EW0387.an estimated accuracy of +/- 6 seconds.
 EW0387
 EW0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0387.The vertical order pertains to the NGVD 29 superseded value.
 EW0387
 EW0387.The geoid height was determined by GEOID03.
 EW0387
 EW0387;                    North         East    Units  Estimated Accuracy
 EW0387;SPC CA 5     -   619,140.    1,983,690.      MT  (+/- 180 meters Scaled)
 EW0387
 EW0387                          SUPERSEDED SURVEY CONTROL
 EW0387
 EW0387  NGVD 29 (??/??/92)  897.663  (m)         2945.08   (f) ADJ UNCH    2 0
 EW0387
 EW0387.Superseded values are not recommended for survey control.
 EW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0387.See file dsdata.txt to determine how the superseded data were derived.
 EW0387
 EW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU919264(NAD 83)
 EW0387_MARKER: DD = SURVEY DISK
 EW0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0387_SP_SET: AQUEDUCT LINING
 EW0387_STAMPING: 346.0 B 1971
 EW0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0387
 EW0387  HISTORY     - Date     Condition        Report By
 EW0387  HISTORY     - 1971     MONUMENTED       CADWR
 EW0387  HISTORY     - 1971     GOOD             NGS
 EW0387
 EW0387                          STATION DESCRIPTION
 EW0387
 EW0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0387'17.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0387'17.6 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0387'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0387'LINING OF THE AQUEDUCT, 18 FEET SOUTHEAST OF THE CENTER OF
 EW0387'PAINTED MILEAGE 343.00 ON THE LINING, AND ABOUT 6 FEET LOWER
 EW0387'THAN THE NORTHEAST LEVEE ROAD.  SECTION 29, T 6N, R12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0431 ***********************************************************************
 EW0431  DESIGNATION -  343.2 C DWR
 EW0431  PID         -  EW0431
 EW0431  STATE/COUNTY-  CA/LOS ANGELES
 EW0431  USGS QUAD   -  RITTER RIDGE (1974)
 EW0431
 EW0431                         *CURRENT SURVEY CONTROL
 EW0431  ___________________________________________________________________
 EW0431* NAD 83(1986)-  34 35 46.     (N)    118 11 28.     (W)     SCALED    
 EW0431* NAVD 88     -       892.41   (+/-2cm)    2927.8    (feet)  VERTCON   
 EW0431  ___________________________________________________________________
 EW0431  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EW0431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0431
 EW0431.The horizontal coordinates were scaled from a topographic map and have
 EW0431.an estimated accuracy of +/- 6 seconds.
 EW0431
 EW0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0431.The vertical order pertains to the NGVD 29 superseded value.
 EW0431
 EW0431.The geoid height was determined by GEOID03.
 EW0431
 EW0431;                    North         East    Units  Estimated Accuracy
 EW0431;SPC CA 5     -   621,600.    1,982,470.      MT  (+/- 180 meters Scaled)
 EW0431
 EW0431                          SUPERSEDED SURVEY CONTROL
 EW0431
 EW0431  NGVD 29 (??/??/92)  891.539  (m)         2924.99   (f) ADJ UNCH    2 0
 EW0431
 EW0431.Superseded values are not recommended for survey control.
 EW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0431.See file dsdata.txt to determine how the superseded data were derived.
 EW0431
 EW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU907288(NAD 83)
 EW0431_MARKER: DD = SURVEY DISK
 EW0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0431_STAMPING: 343.2 C 1968
 EW0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0431+STABILITY: SURFACE MOTION
 EW0431
 EW0431  HISTORY     - Date     Condition        Report By
 EW0431  HISTORY     - 1968     MONUMENTED       CADWR
 EW0431  HISTORY     - 1971     GOOD             NGS
 EW0431
 EW0431                          STATION DESCRIPTION
 EW0431
 EW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0431'38.2 MI SE FROM PORTER TUNNEL.
 EW0431'38.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0431'SOUTH PORTAL OF THE PORTER TUNNEL, AT AN ANGLE IN THE NORTHEAST
 EW0431'RIGHT-OF-WAY FENCE, 18 1/2 FEET SOUTHEAST OF THE ANGLE POST,
 EW0431'0.2 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.2 FEET SOUTHEAST
 EW0431'OF A WITNESS POST, ABOUT 20 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0431'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 EW0431'ABOVE THE GROUND.  SECTION 19, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0384 ***********************************************************************
 EW0384  DESIGNATION -  343.6 B DWR
 EW0384  PID         -  EW0384
 EW0384  STATE/COUNTY-  CA/LOS ANGELES
 EW0384  USGS QUAD   -  RITTER RIDGE (1974)
 EW0384
 EW0384                         *CURRENT SURVEY CONTROL
 EW0384  ___________________________________________________________________
 EW0384* NAD 83(1986)-  34 34 08.     (N)    118 10 09.     (W)     SCALED    
 EW0384* NAVD 88     -       898.50   (+/-2cm)    2947.8    (feet)  VERTCON   
 EW0384  ___________________________________________________________________
 EW0384  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0384
 EW0384.The horizontal coordinates were scaled from a topographic map and have
 EW0384.an estimated accuracy of +/- 6 seconds.
 EW0384
 EW0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0384.The vertical order pertains to the NGVD 29 superseded value.
 EW0384
 EW0384.The geoid height was determined by GEOID03.
 EW0384
 EW0384;                    North         East    Units  Estimated Accuracy
 EW0384;SPC CA 5     -   618,580.    1,984,480.      MT  (+/- 180 meters Scaled)
 EW0384
 EW0384                          SUPERSEDED SURVEY CONTROL
 EW0384
 EW0384  NGVD 29 (??/??/92)  897.618  (m)         2944.94   (f) ADJ UNCH    2 0
 EW0384
 EW0384.Superseded values are not recommended for survey control.
 EW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0384.See file dsdata.txt to determine how the superseded data were derived.
 EW0384
 EW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU927258(NAD 83)
 EW0384_MARKER: DD = SURVEY DISK
 EW0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0384_SP_SET: ADUEDUCT LINING
 EW0384_STAMPING: MILE 343.6 B
 EW0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0384
 EW0384  HISTORY     - Date     Condition        Report By
 EW0384  HISTORY     - UNK      MONUMENTED       CADWR
 EW0384  HISTORY     - 1971     GOOD             NGS
 EW0384
 EW0384                          STATION DESCRIPTION
 EW0384
 EW0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0384'17 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0384'17.0 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0384'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0384'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0384'220 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER ON THE
 EW0384'SOUTHWEST LINING, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0384'LEVEE ROAD.  SECTION 32, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0362 ***********************************************************************
 EW0362  DESIGNATION -  343.7 A DWR
 EW0362  PID         -  EW0362
 EW0362  STATE/COUNTY-  CA/LOS ANGELES
 EW0362  USGS QUAD   -  RITTER RIDGE (1974)
 EW0362
 EW0362                         *CURRENT SURVEY CONTROL
 EW0362  ___________________________________________________________________
 EW0362* NAD 83(1986)-  34 34 03.     (N)    118 09 59.     (W)     SCALED    
 EW0362* NAVD 88     -       899.93   (+/-2cm)    2952.5    (feet)  VERTCON   
 EW0362  ___________________________________________________________________
 EW0362  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0362
 EW0362.The horizontal coordinates were scaled from a topographic map and have
 EW0362.an estimated accuracy of +/- 6 seconds.
 EW0362
 EW0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0362.The vertical order pertains to the NGVD 29 superseded value.
 EW0362
 EW0362.The geoid height was determined by GEOID03.
 EW0362
 EW0362;                    North         East    Units  Estimated Accuracy
 EW0362;SPC CA 5     -   618,430.    1,984,730.      MT  (+/- 180 meters Scaled)
 EW0362
 EW0362                          SUPERSEDED SURVEY CONTROL
 EW0362
 EW0362  NGVD 29 (??/??/92)  899.051  (m)         2949.64   (f) ADJ UNCH    2 0
 EW0362
 EW0362.Superseded values are not recommended for survey control.
 EW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0362.See file dsdata.txt to determine how the superseded data were derived.
 EW0362
 EW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU930257(NAD 83)
 EW0362_MARKER: DD = SURVEY DISK
 EW0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0362_SP_SET: WALKWAY
 EW0362_STAMPING: 343.7 A 1971
 EW0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0362
 EW0362  HISTORY     - Date     Condition        Report By
 EW0362  HISTORY     - 1971     MONUMENTED       CADWR
 EW0362  HISTORY     - 1971     GOOD             NGS
 EW0362
 EW0362                          STATION DESCRIPTION
 EW0362
 EW0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0362'16.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0362'16.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0362'PEARBLOSSOM PUMP PLANT, AT CHECK DAM 52 - 343.74, IN THE TOP
 EW0362'AND 0.6 FOOT SOUTH OF THE NORTH CORNER OF THE CONCRETE WALKWAY
 EW0362'ACROSS THE DAM, 0.4 FOOT NORTHEAST OF A METAL GUARDRAIL POST,
 EW0362'AND ABOUT 1/2 FOOT LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW0362'32, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0383 ***********************************************************************
 EW0383  DESIGNATION -  343.7 B DWR
 EW0383  PID         -  EW0383
 EW0383  STATE/COUNTY-  CA/LOS ANGELES
 EW0383  USGS QUAD   -  RITTER RIDGE (1974)
 EW0383
 EW0383                         *CURRENT SURVEY CONTROL
 EW0383  ___________________________________________________________________
 EW0383* NAD 83(1986)-  34 34 04.     (N)    118 10 00.     (W)     SCALED    
 EW0383* NAVD 88     -       898.50   (+/-2cm)    2947.8    (feet)  VERTCON   
 EW0383  ___________________________________________________________________
 EW0383  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0383
 EW0383.The horizontal coordinates were scaled from a topographic map and have
 EW0383.an estimated accuracy of +/- 6 seconds.
 EW0383
 EW0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0383.The vertical order pertains to the NGVD 29 superseded value.
 EW0383
 EW0383.The geoid height was determined by GEOID03.
 EW0383
 EW0383;                    North         East    Units  Estimated Accuracy
 EW0383;SPC CA 5     -   618,460.    1,984,710.      MT  (+/- 180 meters Scaled)
 EW0383
 EW0383                          SUPERSEDED SURVEY CONTROL
 EW0383
 EW0383  NGVD 29 (??/??/92)  897.622  (m)         2944.95   (f) ADJ UNCH    2 0
 EW0383
 EW0383.Superseded values are not recommended for survey control.
 EW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0383.See file dsdata.txt to determine how the superseded data were derived.
 EW0383
 EW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU929257(NAD 83)
 EW0383_MARKER: DD = SURVEY DISK
 EW0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0383_SP_SET: AQUEDUCT LINING
 EW0383_STAMPING: MILE 343.7 B
 EW0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0383
 EW0383  HISTORY     - Date     Condition        Report By
 EW0383  HISTORY     - UNK      MONUMENTED       CADWR
 EW0383  HISTORY     - 1971     GOOD             NGS
 EW0383
 EW0383                          STATION DESCRIPTION
 EW0383
 EW0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0383'16.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0383'16.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0383'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EW0383'LINING OF THE AQUEDUCT, 47 FEET NORTHWEST OF THE NORTH END
 EW0383'OF THE NORTH CONCRETE WING WALL OF CHECK DAM 52 - 343.74,
 EW0383'28 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER, AND ABOUT
 EW0383'6 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 32,
 EW0383'T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0943 ***********************************************************************
 DB0943  DESIGNATION -  3431 2 IID
 DB0943  PID         -  DB0943
 DB0943  STATE/COUNTY-  CA/IMPERIAL
 DB0943  USGS QUAD   -  BRAWLEY (1979)
 DB0943
 DB0943                         *CURRENT SURVEY CONTROL
 DB0943  ___________________________________________________________________
 DB0943* NAD 83(1986)-  32 58 45.     (N)    115 34 10.     (W)     SCALED    
 DB0943* NAVD 88     -       -31.33   (+/-2cm)    -102.8    (feet)  VERTCON   
 DB0943  ___________________________________________________________________
 DB0943  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DB0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0943
 DB0943.The horizontal coordinates were scaled from a topographic map and have
 DB0943.an estimated accuracy of +/- 6 seconds.
 DB0943
 DB0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0943.The vertical order pertains to the NGVD 29 superseded value.
 DB0943
 DB0943.The geoid height was determined by GEOID03.
 DB0943
 DB0943;                    North         East    Units  Estimated Accuracy
 DB0943;SPC CA 6     -   590,320.    2,063,610.      MT  (+/- 180 meters Scaled)
 DB0943
 DB0943                          SUPERSEDED SURVEY CONTROL
 DB0943
 DB0943  NGVD 29 (??/??/??)  -31.963  (m)         -104.87   (f) ADJUSTED    2 0
 DB0943
 DB0943.Superseded values are not recommended for survey control.
 DB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0943.See file dsdata.txt to determine how the superseded data were derived.
 DB0943
 DB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS336498(NAD 83)
 DB0943_MARKER: Z = SEE DESCRIPTION
 DB0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0943_SP_SET: CANAL
 DB0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0943
 DB0943  HISTORY     - Date     Condition        Report By
 DB0943  HISTORY     - UNK      MONUMENTED       IID
 DB0943  HISTORY     - 1969     GOOD             NGS
 DB0943
 DB0943                          STATION DESCRIPTION
 DB0943
 DB0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0943'2 MI W FROM BRAWLEY.
 DB0943'ABOUT 2.0 MILES WEST ALONG MAIN STREET AND HIGHWAY 86 FROM THE
 DB0943'POST OFFICE IN THE PLAZA, BRAWLEY, TO THE SANDAL CANAL CROSSING
 DB0943'UNDER HIGHWAY 86, NEAR THE NE CORNER OF TRACT 39, SECTION 31,
 DB0943'SECTION 31, T 13 E, R 14 E.  A 1/2 IN BRASS PLUG SET ON THE
 DB0943'CENTER OF THE SOUTH HEADWALL OF SANDAL CANAL SIPHON UNDER
 DB0943'HIGHWAY 86.  NOTE-- THIS BENCH MARK HAS BEEN COVERED OVER WHEN
 DB0943'HEADWALL WAS RAISED TO INSTALL CONCRETE LINING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0159 ***********************************************************************
 LT0159  DESIGNATION -  3432.70 WPRR
 LT0159  PID         -  LT0159
 LT0159  STATE/COUNTY-  CA/PLUMAS
 LT0159  USGS QUAD   -  CRESCENT MILLS (1994)
 LT0159
 LT0159                         *CURRENT SURVEY CONTROL
 LT0159  ___________________________________________________________________
 LT0159* NAD 83(1986)-  40 03 00.     (N)    120 58 17.     (W)     SCALED    
 LT0159* NAVD 88     -      1047.34   (+/-2cm)    3436.1    (feet)  VERTCON   
 LT0159  ___________________________________________________________________
 LT0159  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 LT0159  VERT ORDER  -  ? (See Below)
 LT0159
 LT0159.The horizontal coordinates were scaled from a topographic map and have
 LT0159.an estimated accuracy of +/- 6 seconds.
 LT0159
 LT0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0159.The vertical order pertains to the NGVD 29 superseded value.
 LT0159
 LT0159.The geoid height was determined by GEOID03.
 LT0159
 LT0159;                    North         East    Units  Estimated Accuracy
 LT0159;SPC CA 1     -   580,090.    2,087,770.      MT  (+/- 180 meters Scaled)
 LT0159
 LT0159                          SUPERSEDED SURVEY CONTROL
 LT0159
 LT0159  NGVD 29 (??/??/??) 1046.418  (m)         3433.12   (f) ADJUSTED    ?  
 LT0159
 LT0159.Superseded values are not recommended for survey control.
 LT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0159.See file dsdata.txt to determine how the superseded data were derived.
 LT0159
 LT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK730352(NAD 83)
 LT0159_MARKER: R = RIVET
 LT0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0159_SP_SET: ABUTMENT
 LT0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0159
 LT0159  HISTORY     - Date     Condition        Report By
 LT0159  HISTORY     - UNK      MONUMENTED       WPRR
 LT0159  HISTORY     - 1935     GOOD             NGS
 LT0159
 LT0159                          STATION DESCRIPTION
 LT0159
 LT0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0159'3.3 MI NE FROM KEDDIE.
 LT0159'3.3 MILES NORTHEAST ALONG THE WESTERN PACIFIC RAILROAD FROM KEDDIE,
 LT0159'PLUMAS COUNTY, ABOUT 325 FEET SOUTH OF THE SOUTH PORTAL OF TUNNEL
 LT0159'4, AT A CONCRETE TRESTLE, AND IN THE WEST ABUTMENT.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0422 ***********************************************************************
 EW0422  DESIGNATION -  344.0 C DWR
 EW0422  PID         -  EW0422
 EW0422  STATE/COUNTY-  CA/LOS ANGELES
 EW0422  USGS QUAD   -  RITTER RIDGE (1974)
 EW0422
 EW0422                         *CURRENT SURVEY CONTROL
 EW0422  ___________________________________________________________________
 EW0422* NAD 83(1986)-  34 35 11.     (N)    118 11 06.     (W)     SCALED    
 EW0422* NAVD 88     -       907.20   (+/-2cm)    2976.4    (feet)  VERTCON   
 EW0422  ___________________________________________________________________
 EW0422  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 EW0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0422
 EW0422.The horizontal coordinates were scaled from a topographic map and have
 EW0422.an estimated accuracy of +/- 6 seconds.
 EW0422
 EW0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0422.The vertical order pertains to the NGVD 29 superseded value.
 EW0422
 EW0422.The geoid height was determined by GEOID03.
 EW0422
 EW0422;                    North         East    Units  Estimated Accuracy
 EW0422;SPC CA 5     -   620,520.    1,983,030.      MT  (+/- 180 meters Scaled)
 EW0422
 EW0422                          SUPERSEDED SURVEY CONTROL
 EW0422
 EW0422  NGVD 29 (??/??/92)  906.321  (m)         2973.49   (f) ADJ UNCH    2 0
 EW0422
 EW0422.Superseded values are not recommended for survey control.
 EW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0422.See file dsdata.txt to determine how the superseded data were derived.
 EW0422
 EW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU913278(NAD 83)
 EW0422_MARKER: DD = SURVEY DISK
 EW0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0422_STAMPING: 344.0 C B M 1968
 EW0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0422+STABILITY: SURFACE MOTION
 EW0422
 EW0422  HISTORY     - Date     Condition        Report By
 EW0422  HISTORY     - 1968     MONUMENTED       CADWR
 EW0422  HISTORY     - 1971     GOOD             NGS
 EW0422
 EW0422                          STATION DESCRIPTION
 EW0422
 EW0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0422'39 MI SE FROM PORTER TUNNEL.
 EW0422'39.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0422'SOUTH PORTAL OF THE PORTER TUNNEL, NEAR LEONA SIPHON INLET
 EW0422'342.07, ON THE TOP OF A CUT BANK, 226 FEET EAST-SOUTHEAST OF
 EW0422'THE EAST END OF THE CONCRETE PORTAL OF THE SIPHON, 103 FEET
 EW0422'SOUTHEAST OF THE SOUTH END OF A STEEL GATE, 98 FEET SOUTH OF
 EW0422'THE CENTER LINE OF AN ASPHALT ROAD (SLOPE MEASUREMENT), 1.0 FOOT
 EW0422'SOUTHWEST OF A WITNESS POST, ABOUT 26 FEET HIGHER THAN THE
 EW0422'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 EW0422'ABOVE THE GROUND.  SECTION 30, T 6 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1527 ***********************************************************************
 EW1527  DESIGNATION -  344.054 C OF LA
 EW1527  PID         -  EW1527
 EW1527  STATE/COUNTY-  CA/LOS ANGELES
 EW1527  USGS QUAD   -  HOLLYWOOD (1994)
 EW1527
 EW1527                         *CURRENT SURVEY CONTROL
 EW1527  ___________________________________________________________________
 EW1527* NAD 83(1986)-  34 05 52.     (N)    118 20 30.     (W)     SCALED    
 EW1527* NAVD 88     -       105.65   (+/-2cm)     346.6    (feet)  VERTCON   
 EW1527  ___________________________________________________________________
 EW1527  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1527  VERT ORDER  -  THIRD (See Below)
 EW1527
 EW1527.The horizontal coordinates were scaled from a topographic map and have
 EW1527.an estimated accuracy of +/- 6 seconds.
 EW1527
 EW1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1527.The vertical order pertains to the NGVD 29 superseded value.
 EW1527
 EW1527.The geoid height was determined by GEOID03.
 EW1527
 EW1527;                    North         East    Units  Estimated Accuracy
 EW1527;SPC CA 5     -   566,360.    1,968,470.      MT  (+/- 180 meters Scaled)
 EW1527
 EW1527                          SUPERSEDED SURVEY CONTROL
 EW1527
 EW1527  NGVD 29 (??/??/??)  104.88   (m)          344.1    (f) RESET       3  
 EW1527
 EW1527.Superseded values are not recommended for survey control.
 EW1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1527.See file dsdata.txt to determine how the superseded data were derived.
 EW1527
 EW1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT762738(NAD 83)
 EW1527_MARKER: S = SPIKE
 EW1527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1527_SP_SET: CATCH BASIN
 EW1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1527
 EW1527  HISTORY     - Date     Condition        Report By
 EW1527  HISTORY     - UNK      MONUMENTED       CA1980
 EW1527  HISTORY     - 1945     GOOD             NGS
 EW1527  HISTORY     - 1966     GOOD             NGS
 EW1527
 EW1527                          STATION DESCRIPTION
 EW1527
 EW1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1527'AT LOS ANGELES.
 EW1527'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND ORANGE
 EW1527'DRIVE, IN THE NORTH CURB OF SUNSET BLVD. AND 23.4 FEET EAST OF
 EW1527'THE EAST CURBLINE OF ORANGE DRIVE AND IN THE EAST END OF A CATCH
 EW1527'BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1527
 EW1527                          STATION RECOVERY (1966)
 EW1527
 EW1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1517 ***********************************************************************
 EW1517  DESIGNATION -  344.281 C OF LA
 EW1517  PID         -  EW1517
 EW1517  STATE/COUNTY-  CA/LOS ANGELES
 EW1517  USGS QUAD   -  HOLLYWOOD (1994)
 EW1517
 EW1517                         *CURRENT SURVEY CONTROL
 EW1517  ___________________________________________________________________
 EW1517* NAD 83(1986)-  34 05 53.     (N)    118 21 06.     (W)     SCALED    
 EW1517* NAVD 88     -       105.72   (+/-2cm)     346.8    (feet)  VERTCON   
 EW1517  ___________________________________________________________________
 EW1517  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1517  VERT ORDER  -  THIRD (See Below)
 EW1517
 EW1517.The horizontal coordinates were scaled from a topographic map and have
 EW1517.an estimated accuracy of +/- 6 seconds.
 EW1517
 EW1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1517.The vertical order pertains to the NGVD 29 superseded value.
 EW1517
 EW1517.The geoid height was determined by GEOID03.
 EW1517
 EW1517;                    North         East    Units  Estimated Accuracy
 EW1517;SPC CA 5     -   566,400.    1,967,550.      MT  (+/- 180 meters Scaled)
 EW1517
 EW1517                          SUPERSEDED SURVEY CONTROL
 EW1517
 EW1517  NGVD 29 (??/??/??)  104.94   (m)          344.3    (f) RESET       3  
 EW1517
 EW1517.Superseded values are not recommended for survey control.
 EW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1517.See file dsdata.txt to determine how the superseded data were derived.
 EW1517
 EW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT753738(NAD 83)
 EW1517_MARKER: S = SPIKE
 EW1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1517_SP_SET: CATCH BASIN
 EW1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1517
 EW1517  HISTORY     - Date     Condition        Report By
 EW1517  HISTORY     - UNK      MONUMENTED       CA1980
 EW1517  HISTORY     - 1945     GOOD             NGS
 EW1517
 EW1517                          STATION DESCRIPTION
 EW1517
 EW1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1517'AT LOS ANGELES.
 EW1517'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND VISTA
 EW1517'STREET, IN THE NORTH CURB OF SUNSET BOULEVARD, 15.5 FEET EAST OF THE
 EW1517'EAST CURBLINE OF VISTA STREET AND IN THE WEST END OF A CATCH
 EW1517'BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0380 ***********************************************************************
 EW0380  DESIGNATION -  344.4 B DWR
 EW0380  PID         -  EW0380
 EW0380  STATE/COUNTY-  CA/LOS ANGELES
 EW0380  USGS QUAD   -  RITTER RIDGE (1974)
 EW0380
 EW0380                         *CURRENT SURVEY CONTROL
 EW0380  ___________________________________________________________________
 EW0380* NAD 83(1986)-  34 33 50.     (N)    118 09 30.     (W)     SCALED    
 EW0380* NAVD 88     -       898.36   (+/-2cm)    2947.4    (feet)  VERTCON   
 EW0380  ___________________________________________________________________
 EW0380  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0380
 EW0380.The horizontal coordinates were scaled from a topographic map and have
 EW0380.an estimated accuracy of +/- 6 seconds.
 EW0380
 EW0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0380.The vertical order pertains to the NGVD 29 superseded value.
 EW0380
 EW0380.The geoid height was determined by GEOID03.
 EW0380
 EW0380;                    North         East    Units  Estimated Accuracy
 EW0380;SPC CA 5     -   618,020.    1,985,470.      MT  (+/- 180 meters Scaled)
 EW0380
 EW0380                          SUPERSEDED SURVEY CONTROL
 EW0380
 EW0380  NGVD 29 (??/??/92)  897.483  (m)         2944.49   (f) ADJ UNCH    2 0
 EW0380
 EW0380.Superseded values are not recommended for survey control.
 EW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0380.See file dsdata.txt to determine how the superseded data were derived.
 EW0380
 EW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU937252(NAD 83)
 EW0380_MARKER: DD = SURVEY DISK
 EW0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0380_SP_SET: AQUEDUCT LINING
 EW0380_STAMPING: MILE 344.4 B
 EW0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0380
 EW0380  HISTORY     - Date     Condition        Report By
 EW0380  HISTORY     - UNK      MONUMENTED       CADWR
 EW0380  HISTORY     - 1971     GOOD             NGS
 EW0380
 EW0380                          STATION DESCRIPTION
 EW0380
 EW0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0380'16.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0380'16.2 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0380'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0380'IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 195
 EW0380'FEET EAST OF THE CENTER OF A STEEL LADDER, AND ABOUT 6 FEET
 EW0380'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 33, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0378 ***********************************************************************
 EW0378  DESIGNATION -  344.5 B DWR
 EW0378  PID         -  EW0378
 EW0378  STATE/COUNTY-  CA/LOS ANGELES
 EW0378  USGS QUAD   -  RITTER RIDGE (1974)
 EW0378
 EW0378                         *CURRENT SURVEY CONTROL
 EW0378  ___________________________________________________________________
 EW0378* NAD 83(1986)-  34 33 49.     (N)    118 09 23.     (W)     SCALED    
 EW0378* NAVD 88     -       898.36   (+/-2cm)    2947.4    (feet)  VERTCON   
 EW0378  ___________________________________________________________________
 EW0378  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0378
 EW0378.The horizontal coordinates were scaled from a topographic map and have
 EW0378.an estimated accuracy of +/- 6 seconds.
 EW0378
 EW0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0378.The vertical order pertains to the NGVD 29 superseded value.
 EW0378
 EW0378.The geoid height was determined by GEOID03.
 EW0378
 EW0378;                    North         East    Units  Estimated Accuracy
 EW0378;SPC CA 5     -   617,990.    1,985,650.      MT  (+/- 180 meters Scaled)
 EW0378
 EW0378                          SUPERSEDED SURVEY CONTROL
 EW0378
 EW0378  NGVD 29 (??/??/92)  897.486  (m)         2944.50   (f) ADJ UNCH    2 0
 EW0378
 EW0378.Superseded values are not recommended for survey control.
 EW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0378.See file dsdata.txt to determine how the superseded data were derived.
 EW0378
 EW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU939252(NAD 83)
 EW0378_MARKER: DD = SURVEY DISK
 EW0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0378_SP_SET: AQUEDUCT LINING
 EW0378_STAMPING: 344.5 B 1971
 EW0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0378
 EW0378  HISTORY     - Date     Condition        Report By
 EW0378  HISTORY     - 1971     MONUMENTED       CADWR
 EW0378  HISTORY     - 1971     GOOD             NGS
 EW0378
 EW0378                          STATION DESCRIPTION
 EW0378
 EW0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0378'16.1 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0378'16.1 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0378'PUMP PLANT, DIRECTLY ABOVE THE PAINTED MILEAGE 344.50 ON THE
 EW0378'LINING, IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT,
 EW0378'204 FEET WEST OF THE CENTER OF A LADDER, AND ABOUT 6 FEET LOWER
 EW0378'THAN THE NORTH LEVEE ROAD.  SECTION 33, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0410 ***********************************************************************
 EW0410  DESIGNATION -  344.6 C DWR
 EW0410  PID         -  EW0410
 EW0410  STATE/COUNTY-  CA/LOS ANGELES
 EW0410  USGS QUAD   -  RITTER RIDGE (1974)
 EW0410
 EW0410                         *CURRENT SURVEY CONTROL
 EW0410  ___________________________________________________________________
 EW0410* NAD 83(1986)-  34 34 53.     (N)    118 10 59.     (W)     SCALED    
 EW0410* NAVD 88     -       902.30   (+/-2cm)    2960.3    (feet)  VERTCON   
 EW0410  ___________________________________________________________________
 EW0410  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EW0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0410
 EW0410.The horizontal coordinates were scaled from a topographic map and have
 EW0410.an estimated accuracy of +/- 6 seconds.
 EW0410
 EW0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0410.The vertical order pertains to the NGVD 29 superseded value.
 EW0410
 EW0410.The geoid height was determined by GEOID03.
 EW0410
 EW0410;                    North         East    Units  Estimated Accuracy
 EW0410;SPC CA 5     -   619,970.    1,983,210.      MT  (+/- 180 meters Scaled)
 EW0410
 EW0410                          SUPERSEDED SURVEY CONTROL
 EW0410
 EW0410  NGVD 29 (??/??/92)  901.423  (m)         2957.42   (f) ADJ UNCH    2 0
 EW0410
 EW0410.Superseded values are not recommended for survey control.
 EW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0410.See file dsdata.txt to determine how the superseded data were derived.
 EW0410
 EW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU914272(NAD 83)
 EW0410_MARKER: DD = SURVEY DISK
 EW0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0410_STAMPING: 344.6 C B M 1968
 EW0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0410+STABILITY: SURFACE MOTION
 EW0410
 EW0410  HISTORY     - Date     Condition        Report By
 EW0410  HISTORY     - 1968     MONUMENTED       CADWR
 EW0410  HISTORY     - 1971     GOOD             NGS
 EW0410
 EW0410                          STATION DESCRIPTION
 EW0410
 EW0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0410'18.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0410'18.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0410'PEARBLOSSOM PUMP PLANT, 108 FEET EAST-SOUTHEAST OF THE
 EW0410'SOUTHEAST END OF THE SOUTHEAST CONCRETE WING WALL OF LEONA
 EW0410'SIPHON OUTLET 342.44, 32.5 FEET EAST OF THE EAST RIGHT-OF-WAY
 EW0410'FENCE, 98 FEET SOUTH OF POWER POLE 1721093E WITH THREE GUY
 EW0410'WIRES, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 7 1/2 FEET
 EW0410'HIGHER THAN THE EAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0410'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 30, T6N, R12W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0376 ***********************************************************************
 EW0376  DESIGNATION -  344.8 B DWR
 EW0376  PID         -  EW0376
 EW0376  STATE/COUNTY-  CA/LOS ANGELES
 EW0376  USGS QUAD   -  RITTER RIDGE (1974)
 EW0376
 EW0376                         *CURRENT SURVEY CONTROL
 EW0376  ___________________________________________________________________
 EW0376* NAD 83(1986)-  34 33 41.     (N)    118 09 08.     (W)     SCALED    
 EW0376* NAVD 88     -       898.32   (+/-2cm)    2947.2    (feet)  VERTCON   
 EW0376  ___________________________________________________________________
 EW0376  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0376
 EW0376.The horizontal coordinates were scaled from a topographic map and have
 EW0376.an estimated accuracy of +/- 6 seconds.
 EW0376
 EW0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0376.The vertical order pertains to the NGVD 29 superseded value.
 EW0376
 EW0376.The geoid height was determined by GEOID03.
 EW0376
 EW0376;                    North         East    Units  Estimated Accuracy
 EW0376;SPC CA 5     -   617,750.    1,986,030.      MT  (+/- 180 meters Scaled)
 EW0376
 EW0376                          SUPERSEDED SURVEY CONTROL
 EW0376
 EW0376  NGVD 29 (??/??/92)  897.443  (m)         2944.36   (f) ADJ UNCH    2 0
 EW0376
 EW0376.Superseded values are not recommended for survey control.
 EW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0376.See file dsdata.txt to determine how the superseded data were derived.
 EW0376
 EW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU942250(NAD 83)
 EW0376_MARKER: DD = SURVEY DISK
 EW0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0376_SP_SET: AQUEDUCT LINING
 EW0376_STAMPING: MILE 344.8 B
 EW0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0376
 EW0376  HISTORY     - Date     Condition        Report By
 EW0376  HISTORY     - UNK      MONUMENTED       CADWR
 EW0376  HISTORY     - 1971     GOOD             NGS
 EW0376
 EW0376                          STATION DESCRIPTION
 EW0376
 EW0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0376'15.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0376'15.8 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0376'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0376'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0376'246 FEET NORTHWEST OF THE CENTER OF A STEEL LADDER ON THE
 EW0376'SOUTHWEST LINING, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST
 EW0376'LEVEE ROAD.  SECTION 33, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1531 ***********************************************************************
 EW1531  DESIGNATION -  344.882 C OF LA
 EW1531  PID         -  EW1531
 EW1531  STATE/COUNTY-  CA/LOS ANGELES
 EW1531  USGS QUAD   -  HOLLYWOOD (1994)
 EW1531
 EW1531                         *CURRENT SURVEY CONTROL
 EW1531  ___________________________________________________________________
 EW1531* NAD 83(1986)-  34 05 51.     (N)    118 20 19.     (W)     SCALED    
 EW1531* NAVD 88     -       105.91   (+/-2cm)     347.5    (feet)  VERTCON   
 EW1531  ___________________________________________________________________
 EW1531  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1531  VERT ORDER  -  THIRD (See Below)
 EW1531
 EW1531.The horizontal coordinates were scaled from a topographic map and have
 EW1531.an estimated accuracy of +/- 6 seconds.
 EW1531
 EW1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1531.The vertical order pertains to the NGVD 29 superseded value.
 EW1531
 EW1531.The geoid height was determined by GEOID03.
 EW1531
 EW1531;                    North         East    Units  Estimated Accuracy
 EW1531;SPC CA 5     -   566,330.    1,968,750.      MT  (+/- 180 meters Scaled)
 EW1531
 EW1531                          SUPERSEDED SURVEY CONTROL
 EW1531
 EW1531  NGVD 29 (??/??/??)  105.13   (m)          344.9    (f) RESET       3  
 EW1531
 EW1531.Superseded values are not recommended for survey control.
 EW1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1531.See file dsdata.txt to determine how the superseded data were derived.
 EW1531
 EW1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765737(NAD 83)
 EW1531_MARKER: S = SPIKE
 EW1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1531_SP_SET: CATCH BASIN
 EW1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1531
 EW1531  HISTORY     - Date     Condition        Report By
 EW1531  HISTORY     - UNK      MONUMENTED       CA1980
 EW1531  HISTORY     - 1945     GOOD             NGS
 EW1531  HISTORY     - 1966     GOOD             NGS
 EW1531
 EW1531                          STATION DESCRIPTION
 EW1531
 EW1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1531'AT LOS ANGELES.
 EW1531'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND HIGHLAND
 EW1531'AVENUE, IN THE NORTH CURB OF SUNSET BLVD., 36.0 FEET WEST OF THE
 EW1531'WEST CURBLINE OF HIGHLAND AVENUE AND IN THE WEST END OF A CATCH
 EW1531'BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1531
 EW1531                          STATION RECOVERY (1966)
 EW1531
 EW1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0605 ***********************************************************************
 JS0605  DESIGNATION -  3444 USGS
 JS0605  PID         -  JS0605
 JS0605  STATE/COUNTY-  CA/EL DORADO
 JS0605  USGS QUAD   -  SLATE MTN (1973)
 JS0605
 JS0605                         *CURRENT SURVEY CONTROL
 JS0605  ___________________________________________________________________
 JS0605* NAD 83(1986)-  38 49 51.     (N)    120 40 14.     (W)     SCALED    
 JS0605* NAVD 88     -      1050.76   (+/-2cm)    3447.4    (feet)  VERTCON   
 JS0605  ___________________________________________________________________
 JS0605  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 JS0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0605
 JS0605.The horizontal coordinates were scaled from a topographic map and have
 JS0605.an estimated accuracy of +/- 6 seconds.
 JS0605
 JS0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0605.The vertical order pertains to the NGVD 29 superseded value.
 JS0605
 JS0605.The geoid height was determined by GEOID03.
 JS0605
 JS0605;                    North         East    Units  Estimated Accuracy
 JS0605;SPC CA 2     -   630,070.    2,115,430.      MT  (+/- 180 meters Scaled)
 JS0605
 JS0605                          SUPERSEDED SURVEY CONTROL
 JS0605
 JS0605  NGVD 29 (??/??/92) 1049.872  (m)         3444.46   (f) ADJ UNCH    2 0
 JS0605
 JS0605.Superseded values are not recommended for survey control.
 JS0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0605.See file dsdata.txt to determine how the superseded data were derived.
 JS0605
 JS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ022005(NAD 83)
 JS0605_MARKER: N = NAIL
 JS0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0605_SP_SET: OAK TREE ROOT
 JS0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0605
 JS0605  HISTORY     - Date     Condition        Report By
 JS0605  HISTORY     - UNK      MONUMENTED       USGS
 JS0605  HISTORY     - 1948     GOOD             NGS
 JS0605
 JS0605                          STATION DESCRIPTION
 JS0605
 JS0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0605'14.7 MI NE FROM PLACERVILLE.
 JS0605'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0605'PLACERVILLE, THENCE 14.2 MILES NORTHEAST ALONG THE MOSQUITO-PINO
 JS0605'GRANDE ROAD, 68 FEET NORTHWEST OF THE CENTER OF A T-INTERSECTION,
 JS0605'23 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET
 JS0605'ABOVE THE SURFACE OF THE ROAD, IN ROOT ON EAST SIDE OF A 24-INCH
 JS0605'OAK TREE, COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1530 ***********************************************************************
 FT1530  DESIGNATION -  3447 VA S
 FT1530  PID         -  FT1530
 FT1530  STATE/COUNTY-  CA/SAN BERNARDINO
 FT1530  USGS QUAD   -  LANGFORD WELL (1986)
 FT1530
 FT1530                         *CURRENT SURVEY CONTROL
 FT1530  ___________________________________________________________________
 FT1530* NAD 83(1992)-  35 12 06.02239(N)    116 42 30.93731(W)     ADJUSTED  
 FT1530* NAVD 88     -      1046.     (meters)    3432.     (feet)  SCALED    
 FT1530  ___________________________________________________________________
 FT1530  EPOCH DATE  -        1991.35
 FT1530  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FT1530  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FT1530  HORZ ORDER  -  SECOND
 FT1530
 FT1530.The horizontal coordinates were established by classical geodetic methods
 FT1530.and adjusted by the National Geodetic Survey in June 1996.
 FT1530.The horizontal coordinates are valid at the epoch date displayed above.
 FT1530.The epoch date for horizontal control is a decimal equivalence
 FT1530.of Year/Month/Day.
 FT1530
 FT1530.The orthometric height was scaled from a topographic map.
 FT1530
 FT1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT1530
 FT1530.The geoid height was determined by GEOID03.
 FT1530
 FT1530;                    North         East     Units Scale Factor Converg.
 FT1530;SPC CA 5     -   689,516.626 2,117,591.373   MT  0.99995297   +0 44 10.0
 FT1530;SPC CA 5     - 2,262,189.13  6,947,464.36   sFT  0.99995297   +0 44 10.0
 FT1530;UTM  11      - 3,895,447.079   526,525.938   MT  0.99960867   +0 10 04.7
 FT1530
 FT1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT1530!SPC CA 5     -   0.99984071  x   0.99995297  =   0.99979369
 FT1530!UTM  11      -   0.99984071  x   0.99960867  =   0.99944945
 FT1530
 FT1530                          SUPERSEDED SURVEY CONTROL
 FT1530
 FT1530  NAD 83(1986)-  35 12 06.02303(N)    116 42 30.93484(W) AD(1984.00) 2
 FT1530  NAD 27      -  35 12 06.10780(N)    116 42 27.82650(W) AD(       ) 2
 FT1530
 FT1530.Superseded values are not recommended for survey control.
 FT1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1530.See file dsdata.txt to determine how the superseded data were derived.
 FT1530
 FT1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU2652695447(NAD 83)
 FT1530
 FT1530  HISTORY     - Date     Condition        Report By
 FT1530  HISTORY     - 1952     MONUMENTED       CGS
 FT1530  HISTORY     - 1964     SEE DESCRIPTION  CGS
 FT1530  HISTORY     - 1981     POOR             LOCSUR
 FT1530
 FT1530                          STATION DESCRIPTION
 FT1530
 FT1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 FT1530'THE STATION IS LOCATED ABOUT 37 MILES WEST SOUTHWEST OF BAKER,
 FT1530'5 MILES SOUTH SOUTHWEST OF CAMP IRWIN, ON THE HIGHEST PART
 FT1530'OF A LOW HILL.
 FT1530'
 FT1530'THE MARK IS A STANDARD U.S. GEOLOGICAL AND STATE SURVEY
 FT1530'TRIANGULATION DISK STAMPED 3447 VA S SET IN A DRILL HOLE IN
 FT1530'A 2-BY-4 FOOT BOULDER PROJECTING ABOUT 1 FOOT.  IT IS 24.263
 FT1530'FEET, 7.396 METERS NORTHWEST OF STATION JACK.
 FT1530
 FT1530                          STATION RECOVERY (1964)
 FT1530
 FT1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (LGB)
 FT1530'THE STATION WAS RECOVERED AS DESCRIBED IN 1952 AND IN GOOD
 FT1530'CONDITION.  THE CONNECTION WAS MADE TO STATION JACK 1952.
 FT1530
 FT1530                          STATION RECOVERY (1981)
 FT1530
 FT1530'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (KJS)
 FT1530'3447 VA S FACE OF DISK BADLY MARRED/STATION HAS NOT BEEN MOVED OR
 FT1530'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0396 ***********************************************************************
 LT0396  DESIGNATION -  3448.0 USGS
 LT0396  PID         -  LT0396
 LT0396  STATE/COUNTY-  CA/SHASTA
 LT0396  USGS QUAD   -  CASSEL (1995)
 LT0396
 LT0396                         *CURRENT SURVEY CONTROL
 LT0396  ___________________________________________________________________
 LT0396* NAD 83(1986)-  40 55 10.     (N)    121 30 20.     (W)     SCALED    
 LT0396* NAVD 88     -      1052.139  (meters)    3451.89   (feet)  ADJUSTED  
 LT0396  ___________________________________________________________________
 LT0396  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 LT0396  DYNAMIC HT  -        1051.417 (meters)    3449.52  (feet)  COMP
 LT0396  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 LT0396
 LT0396  VERT ORDER  -  FIRST     CLASS II
 LT0396
 LT0396.The horizontal coordinates were scaled from a topographic map and have
 LT0396.an estimated accuracy of +/- 6 seconds.
 LT0396
 LT0396.The orthometric height was determined by differential leveling
 LT0396.and adjusted in June 1991.
 LT0396
 LT0396.The geoid height was determined by GEOID03.
 LT0396
 LT0396.The dynamic height is computed by dividing the NAVD 88
 LT0396.geopotential number by the normal gravity value computed on the
 LT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0396.degrees latitude (g = 980.6199 gals.).
 LT0396
 LT0396.The modeled gravity was interpolated from observed gravity values.
 LT0396
 LT0396;                    North         East    Units  Estimated Accuracy
 LT0396;SPC CA 1     -   676,240.    2,041,650.      MT  (+/- 180 meters Scaled)
 LT0396
 LT0396                          SUPERSEDED SURVEY CONTROL
 LT0396
 LT0396  NGVD 29 (??/??/??) 1051.178  (m)         3448.74   (f) ADJUSTED    1 2
 LT0396
 LT0396.Superseded values are not recommended for survey control.
 LT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0396.See file dsdata.txt to determine how the superseded data were derived.
 LT0396
 LT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL258308(NAD 83)
 LT0396_MARKER: N = NAIL
 LT0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0396_SP_SET: TREE
 LT0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0396
 LT0396  HISTORY     - Date     Condition        Report By
 LT0396  HISTORY     - UNK      MONUMENTED       USGS
 LT0396  HISTORY     - 1935     GOOD             NGS
 LT0396
 LT0396                          STATION DESCRIPTION
 LT0396
 LT0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0396'9.2 MI SW FROM FALL RIVER MILLS.
 LT0396'ABOUT 9-1/4 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO
 LT0396'BURNEY FROM FALL RIVER MILLS, SHASTA COUNTY, 45 FEET SOUTH OF
 LT0396'THE CENTERLINE OF THE ROAD, AND IN THE ROOT ON THE NORTH SIDE
 LT0396'OF A 28-INCH PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY
 LT0396'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0374 ***********************************************************************
 EW0374  DESIGNATION -  345.2 A DWR
 EW0374  PID         -  EW0374
 EW0374  STATE/COUNTY-  CA/LOS ANGELES
 EW0374  USGS QUAD   -  RITTER RIDGE (1974)
 EW0374
 EW0374                         *CURRENT SURVEY CONTROL
 EW0374  ___________________________________________________________________
 EW0374* NAD 83(1986)-  34 33 31.     (N)    118 08 48.     (W)     SCALED    
 EW0374* NAVD 88     -       901.53   (+/-2cm)    2957.8    (feet)  VERTCON   
 EW0374  ___________________________________________________________________
 EW0374  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0374
 EW0374.The horizontal coordinates were scaled from a topographic map and have
 EW0374.an estimated accuracy of +/- 6 seconds.
 EW0374
 EW0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0374.The vertical order pertains to the NGVD 29 superseded value.
 EW0374
 EW0374.The geoid height was determined by GEOID03.
 EW0374
 EW0374;                    North         East    Units  Estimated Accuracy
 EW0374;SPC CA 5     -   617,440.    1,986,540.      MT  (+/- 180 meters Scaled)
 EW0374
 EW0374                          SUPERSEDED SURVEY CONTROL
 EW0374
 EW0374  NGVD 29 (??/??/92)  900.656  (m)         2954.90   (f) ADJ UNCH    2 0
 EW0374
 EW0374.Superseded values are not recommended for survey control.
 EW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0374.See file dsdata.txt to determine how the superseded data were derived.
 EW0374
 EW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU948246(NAD 83)
 EW0374_MARKER: DD = SURVEY DISK
 EW0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0374_SP_SET: BRIDGE WALKWAY
 EW0374_STAMPING: 345.2 A 1971
 EW0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0374
 EW0374  HISTORY     - Date     Condition        Report By
 EW0374  HISTORY     - 1971     MONUMENTED       CADWR
 EW0374  HISTORY     - 1971     GOOD             NGS
 EW0374
 EW0374                          STATION DESCRIPTION
 EW0374
 EW0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0374'15.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0374'15.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0374'PUMP PLANT, 0.5 MILE EAST OF BENCH MARK K 1045, AT THE CROSSING
 EW0374'OF AVENUE S, IN THE TOP AND 0.6 FOOT WEST OF THE EAST END OF
 EW0374'THE NORTH CONCRETE WALKWAY OF BRIDGE 345.25 OVER THE AQUEDUCT,
 EW0374'0.6 FOOT NORTH OF THE SOUTH EDGE OF THE WALKWAY, AND ABOUT
 EW0374'1/2 FOOT HIGHER THAN THE AVENUE.  SECTION 34, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0375 ***********************************************************************
 EW0375  DESIGNATION -  345.2 B DWR
 EW0375  PID         -  EW0375
 EW0375  STATE/COUNTY-  CA/LOS ANGELES
 EW0375  USGS QUAD   -  RITTER RIDGE (1974)
 EW0375
 EW0375                         *CURRENT SURVEY CONTROL
 EW0375  ___________________________________________________________________
 EW0375* NAD 83(1986)-  34 33 31.     (N)    118 08 49.     (W)     SCALED    
 EW0375* NAVD 88     -       898.34   (+/-2cm)    2947.3    (feet)  VERTCON   
 EW0375  ___________________________________________________________________
 EW0375  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0375
 EW0375.The horizontal coordinates were scaled from a topographic map and have
 EW0375.an estimated accuracy of +/- 6 seconds.
 EW0375
 EW0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0375.The vertical order pertains to the NGVD 29 superseded value.
 EW0375
 EW0375.The geoid height was determined by GEOID03.
 EW0375
 EW0375;                    North         East    Units  Estimated Accuracy
 EW0375;SPC CA 5     -   617,440.    1,986,520.      MT  (+/- 180 meters Scaled)
 EW0375
 EW0375                          SUPERSEDED SURVEY CONTROL
 EW0375
 EW0375  NGVD 29 (??/??/92)  897.462  (m)         2944.42   (f) ADJ UNCH    2 0
 EW0375
 EW0375.Superseded values are not recommended for survey control.
 EW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0375.See file dsdata.txt to determine how the superseded data were derived.
 EW0375
 EW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU947246(NAD 83)
 EW0375_MARKER: DD = SURVEY DISK
 EW0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0375_SP_SET: AQUEDUCT LINING
 EW0375_STAMPING: MILE 345.2 B
 EW0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0375
 EW0375  HISTORY     - Date     Condition        Report By
 EW0375  HISTORY     - UNK      MONUMENTED       CADWR
 EW0375  HISTORY     - 1971     GOOD             NGS
 EW0375
 EW0375                          STATION DESCRIPTION
 EW0375
 EW0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0375'15.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0375'15.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0375'PUMP PLANT, IN THE TOP OF THE EAST CONCRETE LINING OF THE
 EW0375'AQUEDUCT, 127 FEET NORTH OF THE NORTH EDGE OF AVENUE S BRIDGE
 EW0375'345.25 OVER THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE EAST
 EW0375'LEVEE ROAD.  SECTION 34, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0373 ***********************************************************************
 EW0373  DESIGNATION -  345.5 B DWR
 EW0373  PID         -  EW0373
 EW0373  STATE/COUNTY-  CA/LOS ANGELES
 EW0373  USGS QUAD   -  RITTER RIDGE (1974)
 EW0373
 EW0373                         *CURRENT SURVEY CONTROL
 EW0373  ___________________________________________________________________
 EW0373* NAD 83(1986)-  34 33 23.     (N)    118 08 37.     (W)     SCALED    
 EW0373* NAVD 88     -       898.21   (+/-2cm)    2946.9    (feet)  VERTCON   
 EW0373  ___________________________________________________________________
 EW0373  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0373
 EW0373.The horizontal coordinates were scaled from a topographic map and have
 EW0373.an estimated accuracy of +/- 6 seconds.
 EW0373
 EW0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0373.The vertical order pertains to the NGVD 29 superseded value.
 EW0373
 EW0373.The geoid height was determined by GEOID03.
 EW0373
 EW0373;                    North         East    Units  Estimated Accuracy
 EW0373;SPC CA 5     -   617,190.    1,986,820.      MT  (+/- 180 meters Scaled)
 EW0373
 EW0373                          SUPERSEDED SURVEY CONTROL
 EW0373
 EW0373  NGVD 29 (??/??/92)  897.336  (m)         2944.01   (f) ADJ UNCH    2 0
 EW0373
 EW0373.Superseded values are not recommended for survey control.
 EW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0373.See file dsdata.txt to determine how the superseded data were derived.
 EW0373
 EW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU950244(NAD 83)
 EW0373_MARKER: DD = SURVEY DISK
 EW0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0373_SP_SET: AQUEDUCT LINING
 EW0373_STAMPING: MILE 345.5 B
 EW0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0373
 EW0373  HISTORY     - Date     Condition        Report By
 EW0373  HISTORY     - UNK      MONUMENTED       CADWR
 EW0373  HISTORY     - 1971     GOOD             NGS
 EW0373
 EW0373                          STATION DESCRIPTION
 EW0373
 EW0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0373'15.1 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0373'15.1 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0373'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0373'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0373'67 FEET SOUTHEAST OF THE CENTER OF PAINTED MILEAGE 345.50 ON
 EW0373'THE LINING, AND ABOUT 6 1/2 FEET LOWER THAN THE LEVEE ROAD.
 EW0373'SECTION 4, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1532 ***********************************************************************
 EW1532  DESIGNATION -  345.587 C OF LA
 EW1532  PID         -  EW1532
 EW1532  STATE/COUNTY-  CA/LOS ANGELES
 EW1532  USGS QUAD   -  HOLLYWOOD (1994)
 EW1532
 EW1532                         *CURRENT SURVEY CONTROL
 EW1532  ___________________________________________________________________
 EW1532* NAD 83(1986)-  34 05 50.     (N)    118 20 17.     (W)     SCALED    
 EW1532* NAVD 88     -       106.12   (+/-2cm)     348.2    (feet)  VERTCON   
 EW1532  ___________________________________________________________________
 EW1532  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1532  VERT ORDER  -  THIRD (See Below)
 EW1532
 EW1532.The horizontal coordinates were scaled from a topographic map and have
 EW1532.an estimated accuracy of +/- 6 seconds.
 EW1532
 EW1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1532.The vertical order pertains to the NGVD 29 superseded value.
 EW1532
 EW1532.The geoid height was determined by GEOID03.
 EW1532
 EW1532;                    North         East    Units  Estimated Accuracy
 EW1532;SPC CA 5     -   566,300.    1,968,810.      MT  (+/- 180 meters Scaled)
 EW1532
 EW1532                          SUPERSEDED SURVEY CONTROL
 EW1532
 EW1532  NGVD 29 (??/??/??)  105.34   (m)          345.6    (f) RESET       3  
 EW1532
 EW1532.Superseded values are not recommended for survey control.
 EW1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1532.See file dsdata.txt to determine how the superseded data were derived.
 EW1532
 EW1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT765737(NAD 83)
 EW1532_MARKER: S = SPIKE
 EW1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1532_SP_SET: CATCH BASIN
 EW1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1532
 EW1532  HISTORY     - Date     Condition        Report By
 EW1532  HISTORY     - UNK      MONUMENTED       CA1980
 EW1532  HISTORY     - 1945     GOOD             NGS
 EW1532  HISTORY     - 1966     GOOD             NGS
 EW1532
 EW1532                          STATION DESCRIPTION
 EW1532
 EW1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1532'AT LOS ANGELES.
 EW1532'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND MC CADDEN
 EW1532'PLACE, AND IN THE WEST CURB OF MC CADDEN PLACE, 18.4 FEET NORTH
 EW1532'OF THE NORTH CURBLINE OF SUNSET BLVD. AND IN THE SOUTH END OF A
 EW1532'CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1532
 EW1532                          STATION RECOVERY (1966)
 EW1532
 EW1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0369 ***********************************************************************
 EW0369  DESIGNATION -  345.7 A DWR
 EW0369  PID         -  EW0369
 EW0369  STATE/COUNTY-  CA/LOS ANGELES
 EW0369  USGS QUAD   -  RITTER RIDGE (1974)
 EW0369
 EW0369                         *CURRENT SURVEY CONTROL
 EW0369  ___________________________________________________________________
 EW0369* NAD 83(1986)-  34 33 14.     (N)    118 08 25.     (W)     SCALED    
 EW0369* NAVD 88     -       901.51   (+/-2cm)    2957.7    (feet)  VERTCON   
 EW0369  ___________________________________________________________________
 EW0369  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0369
 EW0369.The horizontal coordinates were scaled from a topographic map and have
 EW0369.an estimated accuracy of +/- 6 seconds.
 EW0369
 EW0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0369.The vertical order pertains to the NGVD 29 superseded value.
 EW0369
 EW0369.The geoid height was determined by GEOID03.
 EW0369
 EW0369;                    North         East    Units  Estimated Accuracy
 EW0369;SPC CA 5     -   616,910.    1,987,130.      MT  (+/- 180 meters Scaled)
 EW0369
 EW0369                          SUPERSEDED SURVEY CONTROL
 EW0369
 EW0369  NGVD 29 (??/??/92)  900.636  (m)         2954.84   (f) ADJ UNCH    2 0
 EW0369
 EW0369.Superseded values are not recommended for survey control.
 EW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0369.See file dsdata.txt to determine how the superseded data were derived.
 EW0369
 EW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU953241(NAD 83)
 EW0369_MARKER: DD = SURVEY DISK
 EW0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0369_SP_SET: BRIDGE WALKWAY
 EW0369_STAMPING: 345.7 A 1971
 EW0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0369
 EW0369  HISTORY     - Date     Condition        Report By
 EW0369  HISTORY     - 1971     MONUMENTED       CADWR
 EW0369  HISTORY     - 1971     GOOD             NGS
 EW0369
 EW0369                          STATION DESCRIPTION
 EW0369
 EW0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0369'14.9 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0369'14.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0369'PUMP PLANT, AT THE CROSSING OF TIERRA SUBIDA AVENUE, IN THE
 EW0369'TOP OF THE NORTHEAST CORNER OF THE WEST CONCRETE WALKWAY OF
 EW0369'BRIDGE 345.71 OVER THE AQUEDUCT, 0.7 FOOT SOUTH OF THE NORTH
 EW0369'END OF THE WALKWAY, 0.6 FOOT WEST OF THE EAST EDGE OF THE
 EW0369'WALKWAY, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.  SECTION 4,
 EW0369'T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0371 ***********************************************************************
 EW0371  DESIGNATION -  345.7 B DWR
 EW0371  PID         -  EW0371
 EW0371  STATE/COUNTY-  CA/LOS ANGELES
 EW0371  USGS QUAD   -  RITTER RIDGE (1974)
 EW0371
 EW0371                         *CURRENT SURVEY CONTROL
 EW0371  ___________________________________________________________________
 EW0371* NAD 83(1986)-  34 33 15.     (N)    118 08 27.     (W)     SCALED    
 EW0371* NAVD 88     -       898.19   (+/-2cm)    2946.8    (feet)  VERTCON   
 EW0371  ___________________________________________________________________
 EW0371  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0371
 EW0371.The horizontal coordinates were scaled from a topographic map and have
 EW0371.an estimated accuracy of +/- 6 seconds.
 EW0371
 EW0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0371.The vertical order pertains to the NGVD 29 superseded value.
 EW0371
 EW0371.The geoid height was determined by GEOID03.
 EW0371
 EW0371;                    North         East    Units  Estimated Accuracy
 EW0371;SPC CA 5     -   616,940.    1,987,080.      MT  (+/- 180 meters Scaled)
 EW0371
 EW0371                          SUPERSEDED SURVEY CONTROL
 EW0371
 EW0371  NGVD 29 (??/??/92)  897.310  (m)         2943.92   (f) ADJ UNCH    2 0
 EW0371
 EW0371.Superseded values are not recommended for survey control.
 EW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0371.See file dsdata.txt to determine how the superseded data were derived.
 EW0371
 EW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU953241(NAD 83)
 EW0371_MARKER: DD = SURVEY DISK
 EW0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0371_SP_SET: AQUEDUCT LINING
 EW0371_STAMPING: MILE 345.7 B
 EW0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0371
 EW0371  HISTORY     - Date     Condition        Report By
 EW0371  HISTORY     - UNK      MONUMENTED       CADWR
 EW0371  HISTORY     - 1971     GOOD             NGS
 EW0371
 EW0371                          STATION DESCRIPTION
 EW0371
 EW0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0371'14.9 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0371'14.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0371'PUMP PLANT, NEAR THE CROSSING OF TIERRA SUBIDA AVENUE, IN THE
 EW0371'TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 110 FEET
 EW0371'NORTHWEST OF THE WEST EDGE OF TIERRA SUBIDA AVENUE BRIDGE
 EW0371'345.71 OVER THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE
 EW0371'NORTHEAST LEVEE ROAD.  SECTION 4, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0382 ***********************************************************************
 EW0382  DESIGNATION -  345.8 C DWR
 EW0382  PID         -  EW0382
 EW0382  STATE/COUNTY-  CA/LOS ANGELES
 EW0382  USGS QUAD   -  RITTER RIDGE (1974)
 EW0382
 EW0382                         *CURRENT SURVEY CONTROL
 EW0382  ___________________________________________________________________
 EW0382* NAD 83(1986)-  34 34 04.     (N)    118 09 58.     (W)     SCALED    
 EW0382* NAVD 88     -       901.91   (+/-2cm)    2959.0    (feet)  VERTCON   
 EW0382  ___________________________________________________________________
 EW0382  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0382
 EW0382.The horizontal coordinates were scaled from a topographic map and have
 EW0382.an estimated accuracy of +/- 6 seconds.
 EW0382
 EW0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0382.The vertical order pertains to the NGVD 29 superseded value.
 EW0382
 EW0382.The geoid height was determined by GEOID03.
 EW0382
 EW0382;                    North         East    Units  Estimated Accuracy
 EW0382;SPC CA 5     -   618,460.    1,984,760.      MT  (+/- 180 meters Scaled)
 EW0382
 EW0382                          SUPERSEDED SURVEY CONTROL
 EW0382
 EW0382  NGVD 29 (??/??/92)  901.029  (m)         2956.13   (f) ADJ UNCH    2 0
 EW0382
 EW0382.Superseded values are not recommended for survey control.
 EW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0382.See file dsdata.txt to determine how the superseded data were derived.
 EW0382
 EW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU930257(NAD 83)
 EW0382_MARKER: DD = SURVEY DISK
 EW0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0382_STAMPING: 345.8 C B M 1968
 EW0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0382+STABILITY: SURFACE MOTION
 EW0382
 EW0382  HISTORY     - Date     Condition        Report By
 EW0382  HISTORY     - 1968     MONUMENTED       CADWR
 EW0382  HISTORY     - 1971     GOOD             NGS
 EW0382
 EW0382                          STATION DESCRIPTION
 EW0382
 EW0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0382'16.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0382'16.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0382'PEARBLOSSOM PUMP PLANT, 171 FEET NORTHEAST AND ACROSS THE
 EW0382'NORTHEAST LEVEE ROAD FROM CHECK DAM 52 - 343.74 AND BENCH MARK
 EW0382'343.7 A (DWR), 1.0 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 EW0382'FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 6 1/2 FEET HIGHER
 EW0382'THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0382'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 32, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5106 ***********************************************************************
 EW5106  DESIGNATION -  3450 TRI CO
 EW5106  PID         -  EW5106
 EW5106  STATE/COUNTY-  CA/VENTURA
 EW5106  USGS QUAD   -  REYES PEAK (1991)
 EW5106
 EW5106                         *CURRENT SURVEY CONTROL
 EW5106  ___________________________________________________________________
 EW5106* NAD 83(1986)-  34 42 03.     (N)    119 22 30.     (W)     SCALED    
 EW5106* NAVD 88     -      1053.569  (meters)    3456.58   (feet)  ADJUSTED  
 EW5106  ___________________________________________________________________
 EW5106  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 EW5106  DYNAMIC HT  -        1052.318 (meters)    3452.48  (feet)  COMP
 EW5106  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 EW5106  OBS GRAVITY -     979,414.2   (mgal)                       GRAV_OBS
 EW5106
 EW5106  VERT ORDER  -  FIRST     CLASS I
 EW5106
 EW5106.The horizontal coordinates were scaled from a topographic map and have
 EW5106.an estimated accuracy of +/- 6 seconds.
 EW5106
 EW5106.The orthometric height was determined by differential leveling
 EW5106.and adjusted in June 1991.
 EW5106
 EW5106.The geoid height was determined by GEOID03.
 EW5106
 EW5106.The dynamic height is computed by dividing the NAVD 88
 EW5106.geopotential number by the normal gravity value computed on the
 EW5106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5106.degrees latitude (g = 980.6199 gals.).
 EW5106
 EW5106.The modeled gravity was interpolated from observed gravity values.
 EW5106.The observed gravity was obtained from relative gravimeter ties
 EW5106.to the IGSN71 gravity network.
 EW5106
 EW5106;                    North         East    Units  Estimated Accuracy
 EW5106;SPC CA 5     -   634,060.    1,874,040.      MT  (+/- 180 meters Scaled)
 EW5106
 EW5106                          SUPERSEDED SURVEY CONTROL
 EW5106
 EW5106  NGVD 29 (??/??/92) 1052.680  (m)         3453.67   (f) ADJ UNCH    1 1
 EW5106
 EW5106.Superseded values are not recommended for survey control.
 EW5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5106.See file dsdata.txt to determine how the superseded data were derived.
 EW5106
 EW5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU824424(NAD 83)
 EW5106_MARKER: P = PIPE CAP
 EW5106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5106_STAMPING: TRI CO HIWAY ELEV 3450.42 OCT 1929 BM
 EW5106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5106
 EW5106  HISTORY     - Date     Condition        Report By
 EW5106  HISTORY     - 1929     MONUMENTED       CA-111
 EW5106  HISTORY     - 1968     GOOD             NGS
 EW5106  HISTORY     - 1977     GOOD             NGS
 EW5106  HISTORY     - 1983     GOOD             USGS
 EW5106
 EW5106                          STATION DESCRIPTION
 EW5106
 EW5106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5106'32.7 MI S FROM MARICOPA.
 EW5106'32.7 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 EW5106'MARICOPA, 0.35 MILE SOUTHEAST OF A QUONSET TYPE BUILDING, AT
 EW5106'THE SOUTHEAST END OF A HIGHWAY TANGENT, 47 FEET SOUTHWEST OF
 EW5106'THE CENTER LINE OF THE HIGHWAY, 100 FEET WEST-SOUTHWEST AND
 EW5106'ACROSS THE HIGHWAY FROM POWER POLE 851574E, 54 FEET NORTHWEST
 EW5106'OF GUY POLE 851574E, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT
 EW5106'LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 2-INCH IRON PIPE
 EW5106'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 EW5106
 EW5106                          STATION RECOVERY (1977)
 EW5106
 EW5106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5106'RECOVERED IN GOOD CONDITION.
 EW5106
 EW5106                          STATION RECOVERY (1983)
 EW5106
 EW5106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0368 ***********************************************************************
 EW0368  DESIGNATION -  346.0 B DWR
 EW0368  PID         -  EW0368
 EW0368  STATE/COUNTY-  CA/LOS ANGELES
 EW0368  USGS QUAD   -  RITTER RIDGE (1974)
 EW0368
 EW0368                         *CURRENT SURVEY CONTROL
 EW0368  ___________________________________________________________________
 EW0368* NAD 83(1986)-  34 33 04.     (N)    118 08 11.     (W)     SCALED    
 EW0368* NAVD 88     -       898.17   (+/-2cm)    2946.7    (feet)  VERTCON   
 EW0368  ___________________________________________________________________
 EW0368  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0368
 EW0368.The horizontal coordinates were scaled from a topographic map and have
 EW0368.an estimated accuracy of +/- 6 seconds.
 EW0368
 EW0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0368.The vertical order pertains to the NGVD 29 superseded value.
 EW0368
 EW0368.The geoid height was determined by GEOID03.
 EW0368
 EW0368;                    North         East    Units  Estimated Accuracy
 EW0368;SPC CA 5     -   616,600.    1,987,480.      MT  (+/- 180 meters Scaled)
 EW0368
 EW0368                          SUPERSEDED SURVEY CONTROL
 EW0368
 EW0368  NGVD 29 (??/??/92)  897.298  (m)         2943.89   (f) ADJ UNCH    2 0
 EW0368
 EW0368.Superseded values are not recommended for survey control.
 EW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0368.See file dsdata.txt to determine how the superseded data were derived.
 EW0368
 EW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU957238(NAD 83)
 EW0368_MARKER: DD = SURVEY DISK
 EW0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0368_SP_SET: AQUEDUCT LINING
 EW0368_STAMPING: MILE 346.0 B
 EW0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0368
 EW0368  HISTORY     - Date     Condition        Report By
 EW0368  HISTORY     - UNK      MONUMENTED       CADWR
 EW0368  HISTORY     - 1971     GOOD             NGS
 EW0368
 EW0368                          STATION DESCRIPTION
 EW0368
 EW0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0368'14.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0368'14.6 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0368'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0368'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0368'56 FEET SOUTHEAST OF THE CENTER OF PAINTED MILEAGE 346.00 ON
 EW0368'THE LINING, 131 FEET NORTHWEST OF THE CENTER OF A LADDER, AND
 EW0368'ABOUT 7 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION 4,
 EW0368'T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0365 ***********************************************************************
 EW0365  DESIGNATION -  346.3 A DWR
 EW0365  PID         -  EW0365
 EW0365  STATE/COUNTY-  CA/LOS ANGELES
 EW0365  USGS QUAD   -  RITTER RIDGE (1974)
 EW0365
 EW0365                         *CURRENT SURVEY CONTROL
 EW0365  ___________________________________________________________________
 EW0365* NAD 83(1986)-  34 32 57.     (N)    118 07 56.     (W)     SCALED    
 EW0365* NAVD 88     -       902.76   (+/-2cm)    2961.8    (feet)  VERTCON   
 EW0365  ___________________________________________________________________
 EW0365  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0365
 EW0365.The horizontal coordinates were scaled from a topographic map and have
 EW0365.an estimated accuracy of +/- 6 seconds.
 EW0365
 EW0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0365.The vertical order pertains to the NGVD 29 superseded value.
 EW0365
 EW0365.The geoid height was determined by GEOID03.
 EW0365
 EW0365;                    North         East    Units  Estimated Accuracy
 EW0365;SPC CA 5     -   616,390.    1,987,870.      MT  (+/- 180 meters Scaled)
 EW0365
 EW0365                          SUPERSEDED SURVEY CONTROL
 EW0365
 EW0365  NGVD 29 (??/??/92)  901.882  (m)         2958.92   (f) ADJ UNCH    2 0
 EW0365
 EW0365.Superseded values are not recommended for survey control.
 EW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0365.See file dsdata.txt to determine how the superseded data were derived.
 EW0365
 EW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU961236(NAD 83)
 EW0365_MARKER: DD = SURVEY DISK
 EW0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0365_SP_SET: OVERCHUTE WALL
 EW0365_STAMPING: 346.3 A 1971
 EW0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0365
 EW0365  HISTORY     - Date     Condition        Report By
 EW0365  HISTORY     - 1971     MONUMENTED       CADWR
 EW0365  HISTORY     - 1971     GOOD             NGS
 EW0365
 EW0365                          STATION DESCRIPTION
 EW0365
 EW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0365'14.3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0365'14.3 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0365'PUMP PLANT, AT THE CROSSING OF OVERCHUTE 346.32, IN THE TOP AND
 EW0365'1.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 EW0365'WALL OF THE OVERCHUTE, 1.0 FOOT SOUTHWEST OF THE NORTHWEST END
 EW0365'OF A GUARDRAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE NORTHEAST
 EW0365'LEVEE ROAD.  SECTION 4, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0367 ***********************************************************************
 EW0367  DESIGNATION -  346.3 B DWR
 EW0367  PID         -  EW0367
 EW0367  STATE/COUNTY-  CA/LOS ANGELES
 EW0367  USGS QUAD   -  RITTER RIDGE (1974)
 EW0367
 EW0367                         *CURRENT SURVEY CONTROL
 EW0367  ___________________________________________________________________
 EW0367* NAD 83(1986)-  34 32 57.     (N)    118 07 57.     (W)     SCALED    
 EW0367* NAVD 88     -       898.12   (+/-2cm)    2946.6    (feet)  VERTCON   
 EW0367  ___________________________________________________________________
 EW0367  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0367
 EW0367.The horizontal coordinates were scaled from a topographic map and have
 EW0367.an estimated accuracy of +/- 6 seconds.
 EW0367
 EW0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0367.The vertical order pertains to the NGVD 29 superseded value.
 EW0367
 EW0367.The geoid height was determined by GEOID03.
 EW0367
 EW0367;                    North         East    Units  Estimated Accuracy
 EW0367;SPC CA 5     -   616,390.    1,987,840.      MT  (+/- 180 meters Scaled)
 EW0367
 EW0367                          SUPERSEDED SURVEY CONTROL
 EW0367
 EW0367  NGVD 29 (??/??/92)  897.248  (m)         2943.72   (f) ADJ UNCH    2 0
 EW0367
 EW0367.Superseded values are not recommended for survey control.
 EW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0367.See file dsdata.txt to determine how the superseded data were derived.
 EW0367
 EW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU960236(NAD 83)
 EW0367_MARKER: DD = SURVEY DISK
 EW0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0367_SP_SET: AQUEDUCT LINING
 EW0367_STAMPING: MILE 346.3 B
 EW0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0367
 EW0367  HISTORY     - Date     Condition        Report By
 EW0367  HISTORY     - UNK      MONUMENTED       CADWR
 EW0367  HISTORY     - 1971     GOOD             NGS
 EW0367
 EW0367                          STATION DESCRIPTION
 EW0367
 EW0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0367'14.3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0367'14.3 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0367'PUMP PLANT, 88 FEET NORTHWEST OF THE NORTHWEST WALL OF CONCRETE
 EW0367'OVERCHUTE 346.32, IN THE TOP OF THE NORTHEAST CONCRETE LINING
 EW0367'OF THE AQUEDUCT, AND ABOUT 11 FEET LOWER THAN THE NORTHEAST
 EW0367'LEVEE ROAD.  SECTION 4, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0364 ***********************************************************************
 EW0364  DESIGNATION -  346.5 B DWR
 EW0364  PID         -  EW0364
 EW0364  STATE/COUNTY-  CA/LOS ANGELES
 EW0364  USGS QUAD   -  RITTER RIDGE (1974)
 EW0364
 EW0364                         *CURRENT SURVEY CONTROL
 EW0364  ___________________________________________________________________
 EW0364* NAD 83(1986)-  34 32 46.     (N)    118 07 42.     (W)     SCALED    
 EW0364* NAVD 88     -       898.15   (+/-2cm)    2946.7    (feet)  VERTCON   
 EW0364  ___________________________________________________________________
 EW0364  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0364
 EW0364.The horizontal coordinates were scaled from a topographic map and have
 EW0364.an estimated accuracy of +/- 6 seconds.
 EW0364
 EW0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0364.The vertical order pertains to the NGVD 29 superseded value.
 EW0364
 EW0364.The geoid height was determined by GEOID03.
 EW0364
 EW0364;                    North         East    Units  Estimated Accuracy
 EW0364;SPC CA 5     -   616,050.    1,988,220.      MT  (+/- 180 meters Scaled)
 EW0364
 EW0364                          SUPERSEDED SURVEY CONTROL
 EW0364
 EW0364  NGVD 29 (??/??/92)  897.272  (m)         2943.80   (f) ADJ UNCH    2 0
 EW0364
 EW0364.Superseded values are not recommended for survey control.
 EW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0364.See file dsdata.txt to determine how the superseded data were derived.
 EW0364
 EW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU964232(NAD 83)
 EW0364_MARKER: DD = SURVEY DISK
 EW0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0364_SP_SET: AQUEDUCT LINING
 EW0364_STAMPING: MILE 346.5 B
 EW0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0364
 EW0364  HISTORY     - Date     Condition        Report By
 EW0364  HISTORY     - UNK      MONUMENTED       CADWR
 EW0364  HISTORY     - 1971     GOOD             NGS
 EW0364
 EW0364                          STATION DESCRIPTION
 EW0364
 EW0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0364'14.1 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0364'14.1 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0364'PUMP PLANT, AT THE CROSSING OF BARREL SPRINGS ROAD, IN THE TOP
 EW0364'OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 92.1 FEET
 EW0364'NORTHWEST OF THE NORTHWEST CONCRETE PIER OF BRIDGE 346.53 OVER
 EW0364'THE AQUEDUCT, 75 FEET SOUTHEAST OF THE CENTER OF PAINTED MILEAGE
 EW0364'346.50, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0364'SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0379 ***********************************************************************
 EW0379  DESIGNATION -  346.5 C DWR
 EW0379  PID         -  EW0379
 EW0379  STATE/COUNTY-  CA/LOS ANGELES
 EW0379  USGS QUAD   -  RITTER RIDGE (1974)
 EW0379
 EW0379                         *CURRENT SURVEY CONTROL
 EW0379  ___________________________________________________________________
 EW0379* NAD 83(1986)-  34 33 52.     (N)    118 09 27.     (W)     SCALED    
 EW0379* NAVD 88     -       894.86   (+/-2cm)    2935.9    (feet)  VERTCON   
 EW0379  ___________________________________________________________________
 EW0379  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EW0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0379
 EW0379.The horizontal coordinates were scaled from a topographic map and have
 EW0379.an estimated accuracy of +/- 6 seconds.
 EW0379
 EW0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0379.The vertical order pertains to the NGVD 29 superseded value.
 EW0379
 EW0379.The geoid height was determined by GEOID03.
 EW0379
 EW0379;                    North         East    Units  Estimated Accuracy
 EW0379;SPC CA 5     -   618,080.    1,985,550.      MT  (+/- 180 meters Scaled)
 EW0379
 EW0379                          SUPERSEDED SURVEY CONTROL
 EW0379
 EW0379  NGVD 29 (??/??/92)  893.983  (m)         2933.01   (f) ADJ UNCH    2 0
 EW0379
 EW0379.Superseded values are not recommended for survey control.
 EW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0379.See file dsdata.txt to determine how the superseded data were derived.
 EW0379
 EW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU938253(NAD 83)
 EW0379_MARKER: DD = SURVEY DISK
 EW0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0379_STAMPING: 346.5 C 1968
 EW0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0379+STABILITY: SURFACE MOTION
 EW0379
 EW0379  HISTORY     - Date     Condition        Report By
 EW0379  HISTORY     - 1968     MONUMENTED       CADWR
 EW0379  HISTORY     - 1971     GOOD             NGS
 EW0379
 EW0379                          STATION DESCRIPTION
 EW0379
 EW0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0379'16.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0379'16.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0379'PUMP PLANT, 1.0 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE,
 EW0379'1.0 FOOT WEST OF A WITNESS POST, ABOUT 11 FEET LOWER THAN THE
 EW0379'NORTH LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0379'0.4 FOOT ABOVE THE GROUND.  SECTION 33, T6N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0091 ***********************************************************************
 EW0091  DESIGNATION -  346.8 A DWR
 EW0091  PID         -  EW0091
 EW0091  STATE/COUNTY-  CA/LOS ANGELES
 EW0091  USGS QUAD   -  PALMDALE (1974)
 EW0091
 EW0091                         *CURRENT SURVEY CONTROL
 EW0091  ___________________________________________________________________
 EW0091* NAD 83(1986)-  34 32 40.     (N)    118 07 31.     (W)     SCALED    
 EW0091* NAVD 88     -       905.64   (+/-2cm)    2971.3    (feet)  VERTCON   
 EW0091  ___________________________________________________________________
 EW0091  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0091
 EW0091.The horizontal coordinates were scaled from a topographic map and have
 EW0091.an estimated accuracy of +/- 6 seconds.
 EW0091
 EW0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0091.The vertical order pertains to the NGVD 29 superseded value.
 EW0091
 EW0091.The geoid height was determined by GEOID03.
 EW0091
 EW0091;                    North         East    Units  Estimated Accuracy
 EW0091;SPC CA 5     -   615,860.    1,988,500.      MT  (+/- 180 meters Scaled)
 EW0091
 EW0091                          SUPERSEDED SURVEY CONTROL
 EW0091
 EW0091  NGVD 29 (??/??/92)  904.764  (m)         2968.38   (f) ADJ UNCH    2 0
 EW0091
 EW0091.Superseded values are not recommended for survey control.
 EW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0091.See file dsdata.txt to determine how the superseded data were derived.
 EW0091
 EW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU967231(NAD 83)
 EW0091_MARKER: DD = SURVEY DISK
 EW0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0091_SP_SET: GUARDRAIL BASE
 EW0091_STAMPING: 346.8 A 1971
 EW0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0091
 EW0091  HISTORY     - Date     Condition        Report By
 EW0091  HISTORY     - 1971     MONUMENTED       CADWR
 EW0091  HISTORY     - 1971     GOOD             NGS
 EW0091
 EW0091                          STATION DESCRIPTION
 EW0091
 EW0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0091'13.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0091'13.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0091'PUMP PLANT, AT THE CROSSING OF ANTELOPE VALLEY FREEWAY, AT THE
 EW0091'SOUTHBOUND LANES BRIDGE 346.77, IN THE TOP AND 3.0 FEET SOUTH
 EW0091'OF THE NORTH END OF THE WEST CONCRETE BASE OF A METAL GUARDRAIL
 EW0091'OF THE BRIDGE, ABOUT 20 FEET HIGHER THAN THE NORTH LEVEE ROAD,
 EW0091'AND 2 FEET HIGHER THAN THE FREEWAY.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0089 ***********************************************************************
 EW0089  DESIGNATION -  346.8 BB DWR
 EW0089  PID         -  EW0089
 EW0089  STATE/COUNTY-  CA/LOS ANGELES
 EW0089  USGS QUAD   -  PALMDALE (1974)
 EW0089
 EW0089                         *CURRENT SURVEY CONTROL
 EW0089  ___________________________________________________________________
 EW0089* NAD 83(1986)-  34 32 37.     (N)    118 07 29.     (W)     SCALED    
 EW0089* NAVD 88     -       898.06   (+/-2cm)    2946.4    (feet)  VERTCON   
 EW0089  ___________________________________________________________________
 EW0089  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0089
 EW0089.The horizontal coordinates were scaled from a topographic map and have
 EW0089.an estimated accuracy of +/- 6 seconds.
 EW0089
 EW0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0089.The vertical order pertains to the NGVD 29 superseded value.
 EW0089
 EW0089.The geoid height was determined by GEOID03.
 EW0089
 EW0089;                    North         East    Units  Estimated Accuracy
 EW0089;SPC CA 5     -   615,770.    1,988,550.      MT  (+/- 180 meters Scaled)
 EW0089
 EW0089                          SUPERSEDED SURVEY CONTROL
 EW0089
 EW0089  NGVD 29 (??/??/92)  897.189  (m)         2943.53   (f) ADJ UNCH    2 0
 EW0089
 EW0089.Superseded values are not recommended for survey control.
 EW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0089.See file dsdata.txt to determine how the superseded data were derived.
 EW0089
 EW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU967230(NAD 83)
 EW0089_MARKER: DD = SURVEY DISK
 EW0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0089_SP_SET: AQUEDUCT LINING
 EW0089_STAMPING: 346.8 BB MILE
 EW0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0089
 EW0089  HISTORY     - Date     Condition        Report By
 EW0089  HISTORY     - UNK      MONUMENTED       CADWR
 EW0089  HISTORY     - 1971     GOOD             NGS
 EW0089
 EW0089                          STATION DESCRIPTION
 EW0089
 EW0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0089'13.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0089'13.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0089'PUMP PLANT, ABOUT MIDWAY BETWEEN THE NORTHBOUND AND SOUTHBOUND
 EW0089'LANES OF THE ANTELOPE VALLEY FREEWAY BRIDGE 346.77, IN THE TOP
 EW0089'OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 29 FEET WEST OF
 EW0089'THE WEST CONCRETE PILLAR OF THE EAST BRIDGE, 25.8 FEET EAST
 EW0089'OF THE EAST CONCRETE PILLAR OF THE WEST BRIDGE, AND ABOUT 5 1/2
 EW0089'FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0087 ***********************************************************************
 EW0087  DESIGNATION -  346.9 B DWR
 EW0087  PID         -  EW0087
 EW0087  STATE/COUNTY-  CA/LOS ANGELES
 EW0087  USGS QUAD   -  PALMDALE (1974)
 EW0087
 EW0087                         *CURRENT SURVEY CONTROL
 EW0087  ___________________________________________________________________
 EW0087* NAD 83(1986)-  34 32 35.     (N)    118 07 17.     (W)     SCALED    
 EW0087* NAVD 88     -       898.09   (+/-2cm)    2946.5    (feet)  VERTCON   
 EW0087  ___________________________________________________________________
 EW0087  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0087
 EW0087.The horizontal coordinates were scaled from a topographic map and have
 EW0087.an estimated accuracy of +/- 6 seconds.
 EW0087
 EW0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0087.The vertical order pertains to the NGVD 29 superseded value.
 EW0087
 EW0087.The geoid height was determined by GEOID03.
 EW0087
 EW0087;                    North         East    Units  Estimated Accuracy
 EW0087;SPC CA 5     -   615,710.    1,988,860.      MT  (+/- 180 meters Scaled)
 EW0087
 EW0087                          SUPERSEDED SURVEY CONTROL
 EW0087
 EW0087  NGVD 29 (??/??/92)  897.214  (m)         2943.61   (f) ADJ UNCH    2 0
 EW0087
 EW0087.Superseded values are not recommended for survey control.
 EW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0087.See file dsdata.txt to determine how the superseded data were derived.
 EW0087
 EW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU971229(NAD 83)
 EW0087_MARKER: DD = SURVEY DISK
 EW0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0087_SP_SET: AQUEDUCT LINING
 EW0087_STAMPING: MILE 346.9 B
 EW0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0087
 EW0087  HISTORY     - Date     Condition        Report By
 EW0087  HISTORY     - UNK      MONUMENTED       CADWR
 EW0087  HISTORY     - 1971     GOOD             NGS
 EW0087
 EW0087                          STATION DESCRIPTION
 EW0087
 EW0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0087'13.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0087'13.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0087'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0087'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0087'156 FEET NORTHWEST OF THE NORTHWEST WALL OF A TURNOUT STRUCTURE,
 EW0087'AND ABOUT 6 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0087'SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1568 ***********************************************************************
 EV1568  DESIGNATION -  3462 SB
 EV1568  PID         -  EV1568
 EV1568  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1568  USGS QUAD   -  SILVERWOOD LAKE (1996)
 EV1568
 EV1568                         *CURRENT SURVEY CONTROL
 EV1568  ___________________________________________________________________
 EV1568* NAD 83(1986)-  34 21 57.     (N)    117 20 55.     (W)     SCALED    
 EV1568* NAVD 88     -      1056.559  (meters)    3466.39   (feet)  READJUSTED
 EV1568  ___________________________________________________________________
 EV1568  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV1568  DYNAMIC HT  -        1055.240 (meters)    3462.07  (feet)  COMP
 EV1568  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 EV1568
 EV1568  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1568
 EV1568.The horizontal coordinates were scaled from a topographic map and have
 EV1568.an estimated accuracy of +/- 6 seconds.
 EV1568
 EV1568.The orthometric height was determined by differential leveling
 EV1568.and adjusted in February 1993.
 EV1568.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1568.distribution rate of 0.0 thru 1.0 mm/km.
 EV1568.The height was derived from older observations constrained to new
 EV1568.heights in a crustal motion area.  The height is approximate in
 EV1568.relation to other heights in its vicinity.
 EV1568
 EV1568.The geoid height was determined by GEOID03.
 EV1568
 EV1568.The dynamic height is computed by dividing the NAVD 88
 EV1568.geopotential number by the normal gravity value computed on the
 EV1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1568.degrees latitude (g = 980.6199 gals.).
 EV1568
 EV1568.The modeled gravity was interpolated from observed gravity values.
 EV1568
 EV1568;                    North         East    Units  Estimated Accuracy
 EV1568;SPC CA 5     -   596,240.    2,059,920.      MT  (+/- 180 meters Scaled)
 EV1568
 EV1568                          SUPERSEDED SURVEY CONTROL
 EV1568
 EV1568  NGVD 29 (??/??/92) 1055.685  (m)         3463.53   (f) ADJ UNCH    1 1
 EV1568
 EV1568.Superseded values are not recommended for survey control.
 EV1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1568.See file dsdata.txt to determine how the superseded data were derived.
 EV1568
 EV1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU679027(NAD 83)
 EV1568_MARKER: P = PIPE CAP
 EV1568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV1568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV1568_STAMPING: 3462 SB
 EV1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1568
 EV1568  HISTORY     - Date     Condition        Report By
 EV1568  HISTORY     - UNK      MONUMENTED       USGS
 EV1568  HISTORY     - 1961     GOOD             NGS
 EV1568  HISTORY     - 1968     GOOD             CA-071
 EV1568  HISTORY     - 1978     GOOD             NGS
 EV1568
 EV1568                          STATION DESCRIPTION
 EV1568
 EV1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV1568'0.4 MI SW FROM LUGO SIDING.
 EV1568'0.4 MILE SOUTHWEST ALONG THE ATCHSION TOPEKA AND SANTA FE RAILWAY
 EV1568'FROM THE SIDING SIGN AT LUGO SIDING, 16 POLES NORTHEAST OF
 EV1568'MILEPOST 51, ABOUT 150 FEET EAST OF AND ACROSS THE TRACK FROM AN
 EV1568'AUTOMATIC SIGNAL, 28.7 FEET NORTH OF THE NORTH RAIL OF THE
 EV1568'NORTH TRACK, 1.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET
 EV1568'HIGHER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 EV1568'IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV1568
 EV1568                          STATION RECOVERY (1968)
 EV1568
 EV1568'RECOVERY NOTE BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1568'RECOVERED IN GOOD CONDITION.
 EV1568
 EV1568                          STATION RECOVERY (1978)
 EV1568
 EV1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0086 ***********************************************************************
 EW0086  DESIGNATION -  347.0 A DWR
 EW0086  PID         -  EW0086
 EW0086  STATE/COUNTY-  CA/LOS ANGELES
 EW0086  USGS QUAD   -  PALMDALE (1974)
 EW0086
 EW0086                         *CURRENT SURVEY CONTROL
 EW0086  ___________________________________________________________________
 EW0086* NAD 83(1986)-  34 32 35.     (N)    118 07 16.     (W)     SCALED    
 EW0086* NAVD 88     -       899.71   (+/-2cm)    2951.8    (feet)  VERTCON   
 EW0086  ___________________________________________________________________
 EW0086  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0086
 EW0086.The horizontal coordinates were scaled from a topographic map and have
 EW0086.an estimated accuracy of +/- 6 seconds.
 EW0086
 EW0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0086.The vertical order pertains to the NGVD 29 superseded value.
 EW0086
 EW0086.The geoid height was determined by GEOID03.
 EW0086
 EW0086;                    North         East    Units  Estimated Accuracy
 EW0086;SPC CA 5     -   615,710.    1,988,880.      MT  (+/- 180 meters Scaled)
 EW0086
 EW0086                          SUPERSEDED SURVEY CONTROL
 EW0086
 EW0086  NGVD 29 (??/??/92)  898.835  (m)         2948.93   (f) ADJ UNCH    2 0
 EW0086
 EW0086.Superseded values are not recommended for survey control.
 EW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0086.See file dsdata.txt to determine how the superseded data were derived.
 EW0086
 EW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU971229(NAD 83)
 EW0086_MARKER: DD = SURVEY DISK
 EW0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0086_SP_SET: DECK
 EW0086_STAMPING: MILE 347.0 A
 EW0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0086
 EW0086  HISTORY     - Date     Condition        Report By
 EW0086  HISTORY     - UNK      MONUMENTED       CADWR
 EW0086  HISTORY     - 1971     GOOD             NGS
 EW0086
 EW0086                          STATION DESCRIPTION
 EW0086
 EW0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0086'13.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0086'13.65 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0086'PUMP PLANT, IN THE TOP AND ALONG THE NORTHEAST SIDE OF THE
 EW0086'CONCRETE DECK OF A TURNOUT STRUCTURE, 0.6 FOOT SOUTHWEST OF THE
 EW0086'NORTHEAST EDGE OF THE DECK, AND ABOUT LEVEL WITH THE NORTHEAST
 EW0086'LEVEE ROAD.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0084 ***********************************************************************
 EW0084  DESIGNATION -  347.1 B DWR
 EW0084  PID         -  EW0084
 EW0084  STATE/COUNTY-  CA/LOS ANGELES
 EW0084  USGS QUAD   -  PALMDALE (1974)
 EW0084
 EW0084                         *CURRENT SURVEY CONTROL
 EW0084  ___________________________________________________________________
 EW0084* NAD 83(1986)-  34 32 31.     (N)    118 07 12.     (W)     SCALED    
 EW0084* NAVD 88     -       898.09   (+/-2cm)    2946.5    (feet)  VERTCON   
 EW0084  ___________________________________________________________________
 EW0084  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0084
 EW0084.The horizontal coordinates were scaled from a topographic map and have
 EW0084.an estimated accuracy of +/- 6 seconds.
 EW0084
 EW0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0084.The vertical order pertains to the NGVD 29 superseded value.
 EW0084
 EW0084.The geoid height was determined by GEOID03.
 EW0084
 EW0084;                    North         East    Units  Estimated Accuracy
 EW0084;SPC CA 5     -   615,580.    1,988,990.      MT  (+/- 180 meters Scaled)
 EW0084
 EW0084                          SUPERSEDED SURVEY CONTROL
 EW0084
 EW0084  NGVD 29 (??/??/92)  897.218  (m)         2943.62   (f) ADJ UNCH    2 0
 EW0084
 EW0084.Superseded values are not recommended for survey control.
 EW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0084.See file dsdata.txt to determine how the superseded data were derived.
 EW0084
 EW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU972228(NAD 83)
 EW0084_MARKER: DD = SURVEY DISK
 EW0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0084_SP_SET: AQUEDUCT LINING
 EW0084_STAMPING: MILE 347.1 B
 EW0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0084
 EW0084  HISTORY     - Date     Condition        Report By
 EW0084  HISTORY     - UNK      MONUMENTED       CADWR
 EW0084  HISTORY     - 1971     GOOD             NGS
 EW0084
 EW0084                          STATION DESCRIPTION
 EW0084
 EW0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0084'13.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0084'13.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0084'PUMP PLANT, 93 FEET NORTH OF THE CROSSING OF A POWER LINE, IN
 EW0084'THE TOP OF THE EAST CONCRETE LINING OF THE AQUEDUCT, 75 FEET
 EW0084'NORTH OF THE CENTER OF A PIPE OVERCHUTE, 162 FEET NORTH OF THE
 EW0084'CENTER OF A LADDER, AND ABOUT 6 1/2 FEET LOWER THAN THE LEVEE
 EW0084'ROAD.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1535 ***********************************************************************
 EW1535  DESIGNATION -  347.150 C OF LA
 EW1535  PID         -  EW1535
 EW1535  STATE/COUNTY-  CA/LOS ANGELES
 EW1535  USGS QUAD   -  HOLLYWOOD (1994)
 EW1535
 EW1535                         *CURRENT SURVEY CONTROL
 EW1535  ___________________________________________________________________
 EW1535* NAD 83(1986)-  34 05 51.     (N)    118 20 12.     (W)     SCALED    
 EW1535* NAVD 88     -       106.60   (+/-2cm)     349.7    (feet)  VERTCON   
 EW1535  ___________________________________________________________________
 EW1535  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW1535  VERT ORDER  -  THIRD (See Below)
 EW1535
 EW1535.The horizontal coordinates were scaled from a topographic map and have
 EW1535.an estimated accuracy of +/- 6 seconds.
 EW1535
 EW1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1535.The vertical order pertains to the NGVD 29 superseded value.
 EW1535
 EW1535.The geoid height was determined by GEOID03.
 EW1535
 EW1535;                    North         East    Units  Estimated Accuracy
 EW1535;SPC CA 5     -   566,330.    1,968,930.      MT  (+/- 180 meters Scaled)
 EW1535
 EW1535                          SUPERSEDED SURVEY CONTROL
 EW1535
 EW1535  NGVD 29 (??/??/??)  105.82   (m)          347.2    (f) RESET       3  
 EW1535
 EW1535.Superseded values are not recommended for survey control.
 EW1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1535.See file dsdata.txt to determine how the superseded data were derived.
 EW1535
 EW1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766737(NAD 83)
 EW1535_MARKER: S = SPIKE
 EW1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1535_SP_SET: CATCH BASIN
 EW1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1535
 EW1535  HISTORY     - Date     Condition        Report By
 EW1535  HISTORY     - UNK      MONUMENTED       CA1980
 EW1535  HISTORY     - 1945     GOOD             NGS
 EW1535  HISTORY     - 1966     GOOD             NGS
 EW1535
 EW1535                          STATION DESCRIPTION
 EW1535
 EW1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1535'AT LOS ANGELES.
 EW1535'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND LAS PALMAS
 EW1535'AVENUE AND IN THE WEST CURB OF LAS PALMAS AVENUE, 23.5 FEET NORTH
 EW1535'OF THE NORTH CURBLINE OF SUNSET BLVD. AND IN THE NORTH END OF A
 EW1535'CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1535
 EW1535                          STATION RECOVERY (1966)
 EW1535
 EW1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0083 ***********************************************************************
 EW0083  DESIGNATION -  347.5 B DWR
 EW0083  PID         -  EW0083
 EW0083  STATE/COUNTY-  CA/LOS ANGELES
 EW0083  USGS QUAD   -  PALMDALE (1974)
 EW0083
 EW0083                         *CURRENT SURVEY CONTROL
 EW0083  ___________________________________________________________________
 EW0083* NAD 83(1986)-  34 32 28.     (N)    118 07 00.     (W)     SCALED    
 EW0083* NAVD 88     -       898.04   (+/-2cm)    2946.3    (feet)  VERTCON   
 EW0083  ___________________________________________________________________
 EW0083  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0083
 EW0083.The horizontal coordinates were scaled from a topographic map and have
 EW0083.an estimated accuracy of +/- 6 seconds.
 EW0083
 EW0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0083.The vertical order pertains to the NGVD 29 superseded value.
 EW0083
 EW0083.The geoid height was determined by GEOID03.
 EW0083
 EW0083;                    North         East    Units  Estimated Accuracy
 EW0083;SPC CA 5     -   615,490.    1,989,290.      MT  (+/- 180 meters Scaled)
 EW0083
 EW0083                          SUPERSEDED SURVEY CONTROL
 EW0083
 EW0083  NGVD 29 (??/??/92)  897.170  (m)         2943.47   (f) ADJ UNCH    2 0
 EW0083
 EW0083.Superseded values are not recommended for survey control.
 EW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0083.See file dsdata.txt to determine how the superseded data were derived.
 EW0083
 EW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU975227(NAD 83)
 EW0083_MARKER: DD = SURVEY DISK
 EW0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0083_SP_SET: AQUEDUCT LINING
 EW0083_STAMPING: MILE 347.5 B
 EW0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0083
 EW0083  HISTORY     - Date     Condition        Report By
 EW0083  HISTORY     - UNK      MONUMENTED       CADWR
 EW0083  HISTORY     - 1971     GOOD             NGS
 EW0083
 EW0083                          STATION DESCRIPTION
 EW0083
 EW0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0083'13.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0083'13.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0083'PUMP PLANT, 0.05 MILE WEST OF AQUEDUCT MILEAGE 347.50, DIRECTLY
 EW0083'OVER A DRAIN STRUCTURE WHICH IS UNDER THE AQUEDUCT, IN THE TOP
 EW0083'OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 211 FEET WEST OF
 EW0083'THE CENTER OF A LADDER, AND ABOUT 6 FEET LOWER THAN THE NORTH
 EW0083'LEVEE ROAD.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0080 ***********************************************************************
 EW0080  DESIGNATION -  347.6 A DWR
 EW0080  PID         -  EW0080
 EW0080  STATE/COUNTY-  CA/LOS ANGELES
 EW0080  USGS QUAD   -  PALMDALE (1974)
 EW0080
 EW0080                         *CURRENT SURVEY CONTROL
 EW0080  ___________________________________________________________________
 EW0080* NAD 83(1986)-  34 32 25.     (N)    118 06 52.     (W)     SCALED    
 EW0080* NAVD 88     -       901.09   (+/-2cm)    2956.3    (feet)  VERTCON   
 EW0080  ___________________________________________________________________
 EW0080  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0080
 EW0080.The horizontal coordinates were scaled from a topographic map and have
 EW0080.an estimated accuracy of +/- 6 seconds.
 EW0080
 EW0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0080.The vertical order pertains to the NGVD 29 superseded value.
 EW0080
 EW0080.The geoid height was determined by GEOID03.
 EW0080
 EW0080;                    North         East    Units  Estimated Accuracy
 EW0080;SPC CA 5     -   615,400.    1,989,500.      MT  (+/- 180 meters Scaled)
 EW0080
 EW0080                          SUPERSEDED SURVEY CONTROL
 EW0080
 EW0080  NGVD 29 (??/??/92)  900.215  (m)         2953.46   (f) ADJ UNCH    2 0
 EW0080
 EW0080.Superseded values are not recommended for survey control.
 EW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0080.See file dsdata.txt to determine how the superseded data were derived.
 EW0080
 EW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU977226(NAD 83)
 EW0080_MARKER: DD = SURVEY DISK
 EW0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0080_SP_SET: BRIDGE CURB
 EW0080_STAMPING: 347.6 A 1971
 EW0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0080
 EW0080  HISTORY     - Date     Condition        Report By
 EW0080  HISTORY     - 1971     MONUMENTED       CADWR
 EW0080  HISTORY     - 1971     GOOD             NGS
 EW0080
 EW0080                          STATION DESCRIPTION
 EW0080
 EW0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0080'13 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0080'13.05 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0080'PUMP PLANT, IN THE TOP OF THE WEST CONCRETE CURB OF BRIDGE
 EW0080'347.57 OVER THE AQUEDUCT, 0.8 FOOT SOUTH OF THE NORTH END OF THE
 EW0080'CURB, AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE FLOOR.  SECTION 3,
 EW0080'T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0081 ***********************************************************************
 EW0081  DESIGNATION -  347.6 B DWR
 EW0081  PID         -  EW0081
 EW0081  STATE/COUNTY-  CA/LOS ANGELES
 EW0081  USGS QUAD   -  PALMDALE (1974)
 EW0081
 EW0081                         *CURRENT SURVEY CONTROL
 EW0081  ___________________________________________________________________
 EW0081* NAD 83(1986)-  34 32 25.     (N)    118 06 54.     (W)     SCALED    
 EW0081* NAVD 88     -       898.03   (+/-2cm)    2946.3    (feet)  VERTCON   
 EW0081  ___________________________________________________________________
 EW0081  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0081
 EW0081.The horizontal coordinates were scaled from a topographic map and have
 EW0081.an estimated accuracy of +/- 6 seconds.
 EW0081
 EW0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0081.The vertical order pertains to the NGVD 29 superseded value.
 EW0081
 EW0081.The geoid height was determined by GEOID03.
 EW0081
 EW0081;                    North         East    Units  Estimated Accuracy
 EW0081;SPC CA 5     -   615,400.    1,989,440.      MT  (+/- 180 meters Scaled)
 EW0081
 EW0081                          SUPERSEDED SURVEY CONTROL
 EW0081
 EW0081  NGVD 29 (??/??/92)  897.156  (m)         2943.42   (f) ADJ UNCH    2 0
 EW0081
 EW0081.Superseded values are not recommended for survey control.
 EW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0081.See file dsdata.txt to determine how the superseded data were derived.
 EW0081
 EW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU976226(NAD 83)
 EW0081_MARKER: DD = SURVEY DISK
 EW0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0081_SP_SET: AQUEDUCT LINING
 EW0081_STAMPING: MILE 347.6 B
 EW0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0081
 EW0081  HISTORY     - Date     Condition        Report By
 EW0081  HISTORY     - UNK      MONUMENTED       CADWR
 EW0081  HISTORY     - 1971     GOOD             NGS
 EW0081
 EW0081                          STATION DESCRIPTION
 EW0081
 EW0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0081'13 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0081'13.05 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0081'PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW0081'AQUEDUCT, 94.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF BRIDGE
 EW0081'347.57, AND ABOUT 6 1/2 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EW0081'SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0370 ***********************************************************************
 EW0370  DESIGNATION -  347.7 C DWR
 EW0370  PID         -  EW0370
 EW0370  STATE/COUNTY-  CA/LOS ANGELES
 EW0370  USGS QUAD   -  RITTER RIDGE (1974)
 EW0370
 EW0370                         *CURRENT SURVEY CONTROL
 EW0370  ___________________________________________________________________
 EW0370* NAD 83(1986)-  34 33 15.     (N)    118 08 26.     (W)     SCALED    
 EW0370* NAVD 88     -       893.67   (+/-2cm)    2932.0    (feet)  VERTCON   
 EW0370  ___________________________________________________________________
 EW0370  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EW0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0370
 EW0370.The horizontal coordinates were scaled from a topographic map and have
 EW0370.an estimated accuracy of +/- 6 seconds.
 EW0370
 EW0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0370.The vertical order pertains to the NGVD 29 superseded value.
 EW0370
 EW0370.The geoid height was determined by GEOID03.
 EW0370
 EW0370;                    North         East    Units  Estimated Accuracy
 EW0370;SPC CA 5     -   616,940.    1,987,100.      MT  (+/- 180 meters Scaled)
 EW0370
 EW0370                          SUPERSEDED SURVEY CONTROL
 EW0370
 EW0370  NGVD 29 (??/??/92)  892.798  (m)         2929.12   (f) ADJ UNCH    2 0
 EW0370
 EW0370.Superseded values are not recommended for survey control.
 EW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0370.See file dsdata.txt to determine how the superseded data were derived.
 EW0370
 EW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU953241(NAD 83)
 EW0370_MARKER: DD = SURVEY DISK
 EW0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0370_STAMPING: 347.7 C B M 1968
 EW0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0370+STABILITY: SURFACE MOTION
 EW0370
 EW0370  HISTORY     - Date     Condition        Report By
 EW0370  HISTORY     - 1968     MONUMENTED       CADWR
 EW0370  HISTORY     - 1971     GOOD             NGS
 EW0370
 EW0370                          STATION DESCRIPTION
 EW0370
 EW0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0370'15 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0370'14.95 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0370'PUMP PLANT, ABOUT 0.05 MILE WEST OF THE CROSSING OF TIERRA
 EW0370'SUBIDA AVENUE, ABOUT 250 FEET NORTH OF THE NORTHWEST CORNER
 EW0370'OF THE TIERRA SUBIDA AVENUE BRIDGE 345.71 OVER THE AQUEDUCT,
 EW0370'103 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, 1.2 FEET SOUTHEAST
 EW0370'OF A WITNESS POST, ABOUT 19 FEET LOWER THAN THE NORTHEAST LEVEE
 EW0370'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 EW0370'ABOVE THE GROUND.  SECTION 4, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0523 ***********************************************************************
 KS0523  DESIGNATION -  3479.28
 KS0523  PID         -  KS0523
 KS0523  STATE/COUNTY-  CA/PLUMAS
 KS0523  USGS QUAD   -  QUINCY (1994)
 KS0523
 KS0523                         *CURRENT SURVEY CONTROL
 KS0523  ___________________________________________________________________
 KS0523* NAD 83(1986)-  39 56 02.     (N)    120 53 35.     (W)     SCALED    
 KS0523* NAVD 88     -      1062.802  (meters)    3486.88   (feet)  ADJUSTED  
 KS0523  ___________________________________________________________________
 KS0523  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KS0523  DYNAMIC HT  -        1061.956 (meters)    3484.10  (feet)  COMP
 KS0523  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 KS0523
 KS0523  VERT ORDER  -  SECOND    CLASS 0
 KS0523
 KS0523.The horizontal coordinates were scaled from a topographic map and have
 KS0523.an estimated accuracy of +/- 6 seconds.
 KS0523
 KS0523.The orthometric height was determined by differential leveling
 KS0523.and adjusted in June 1991.
 KS0523.WARNING-Repeat measurements at this control monument indicate possible
 KS0523.vertical movement.
 KS0523
 KS0523.The geoid height was determined by GEOID03.
 KS0523
 KS0523.The dynamic height is computed by dividing the NAVD 88
 KS0523.geopotential number by the normal gravity value computed on the
 KS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0523.degrees latitude (g = 980.6199 gals.).
 KS0523
 KS0523.The modeled gravity was interpolated from observed gravity values.
 KS0523
 KS0523;                    North         East    Units  Estimated Accuracy
 KS0523;SPC CA 1     -   567,280.    2,094,620.      MT  (+/- 180 meters Scaled)
 KS0523
 KS0523                          SUPERSEDED SURVEY CONTROL
 KS0523
 KS0523  NGVD 29 (??/??/??) 1061.844  (m)         3483.73   (f) ADJUSTED    2 0
 KS0523
 KS0523.Superseded values are not recommended for survey control.
 KS0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0523.See file dsdata.txt to determine how the superseded data were derived.
 KS0523
 KS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK800225(NAD 83)
 KS0523_MARKER: P = PIPE CAP
 KS0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0523_STAMPING: 3479.28 215 08.11 1929
 KS0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0523
 KS0523  HISTORY     - Date     Condition        Report By
 KS0523  HISTORY     - 1929     MONUMENTED       BPR
 KS0523  HISTORY     - 1962     POOR             NGS
 KS0523  HISTORY     - 19980402 MARK NOT FOUND   NGS
 KS0523
 KS0523                          STATION DESCRIPTION
 KS0523
 KS0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KS0523'3 MI E FROM QUINCY.
 KS0523'3.05 MILES EAST ALONG U.S. ALTERNATE HIGHWAY 40 FROM THE
 KS0523'COURTHOUSE AT QUINCY, AT THE JUNCTION OF AN ASPHALT ROAD,
 KS0523'65 FEET NORTH OF AND ACROSS THE ASPHALT ROAD FROM THE CENTER
 KS0523'LINE OF THE HIGHWAY, 39 FEET NORTH OF THE CENTER LINE OF THE
 KS0523'ROAD, 64.0 FEET WEST OF THE SOUTHWEST CORNER OF THE OFFICE
 KS0523'BUILDING OF A WRECKING YARD, 17 FEET EAST OF THE EAST ONE OF
 KS0523'TWIN PINE TREES, 39 FEET NORTH-NORTHWEST OF TELEPHONE POLE
 KS0523'2946, ABOUT LEVEL WITH THE HIGHWAY, AND SCREWED ON THE TOP OF A
 KS0523'1 1/2-INCH IRON PIPE PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 KS0523'NOTE-- THE PIPE IS LEANING BADLY AND LOGGING TRUCKS ARE RUNNING
 KS0523'OVER THE MARK.
 KS0523
 KS0523                          STATION RECOVERY (1998)
 KS0523
 KS0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 KS0523'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0077 ***********************************************************************
 EW0077  DESIGNATION -  348.0 B DWR
 EW0077  PID         -  EW0077
 EW0077  STATE/COUNTY-  CA/LOS ANGELES
 EW0077  USGS QUAD   -  PALMDALE (1974)
 EW0077
 EW0077                         *CURRENT SURVEY CONTROL
 EW0077  ___________________________________________________________________
 EW0077* NAD 83(1986)-  34 32 10.     (N)    118 06 33.     (W)     SCALED    
 EW0077* NAVD 88     -       897.97   (+/-2cm)    2946.1    (feet)  VERTCON   
 EW0077  ___________________________________________________________________
 EW0077  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0077
 EW0077.The horizontal coordinates were scaled from a topographic map and have
 EW0077.an estimated accuracy of +/- 6 seconds.
 EW0077
 EW0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0077.The vertical order pertains to the NGVD 29 superseded value.
 EW0077
 EW0077.The geoid height was determined by GEOID03.
 EW0077
 EW0077;                    North         East    Units  Estimated Accuracy
 EW0077;SPC CA 5     -   614,940.    1,989,980.      MT  (+/- 180 meters Scaled)
 EW0077
 EW0077                          SUPERSEDED SURVEY CONTROL
 EW0077
 EW0077  NGVD 29 (??/??/92)  897.092  (m)         2943.21   (f) ADJ UNCH    2 0
 EW0077
 EW0077.Superseded values are not recommended for survey control.
 EW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0077.See file dsdata.txt to determine how the superseded data were derived.
 EW0077
 EW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU982221(NAD 83)
 EW0077_MARKER: DD = SURVEY DISK
 EW0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0077_SP_SET: AQUEDUCT LINING
 EW0077_STAMPING: MILE 348.0 B
 EW0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0077
 EW0077  HISTORY     - Date     Condition        Report By
 EW0077  HISTORY     - UNK      MONUMENTED       CADWR
 EW0077  HISTORY     - 1971     GOOD             NGS
 EW0077
 EW0077                          STATION DESCRIPTION
 EW0077
 EW0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0077'12.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0077'12.6 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0077'PUMP PLANT, DIRECTLY OVER A DRAIN STRUCTURE UNDER THE AQUEDUCT,
 EW0077'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0077'74 FEET NORTHWEST OF THE CENTER OF THE PAINTED MILEAGE 348.00,
 EW0077'8 FEET NORTHWEST OF THE CENTER OF A LADDER, AND ABOUT 6 FEET
 EW0077'LOWER THAN THE LEVEE ROAD.  SECTION 11, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1803 ***********************************************************************
 EW1803  DESIGNATION -  348.024 C OF LA
 EW1803  PID         -  EW1803
 EW1803  STATE/COUNTY-  CA/LOS ANGELES
 EW1803  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1803
 EW1803                         *CURRENT SURVEY CONTROL
 EW1803  ___________________________________________________________________
 EW1803* NAD 83(1986)-  34 02 56.     (N)    118 29 17.     (W)     SCALED    
 EW1803* NAVD 88     -       106.87   (+/-2cm)     350.6    (feet)  VERTCON   
 EW1803  ___________________________________________________________________
 EW1803  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1803  VERT ORDER  -  THIRD (See Below)
 EW1803
 EW1803.The horizontal coordinates were scaled from a topographic map and have
 EW1803.an estimated accuracy of +/- 6 seconds.
 EW1803
 EW1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1803.The vertical order pertains to the NGVD 29 superseded value.
 EW1803
 EW1803.The geoid height was determined by GEOID03.
 EW1803
 EW1803;                    North         East    Units  Estimated Accuracy
 EW1803;SPC CA 5     -   561,000.    1,954,940.      MT  (+/- 180 meters Scaled)
 EW1803
 EW1803                          SUPERSEDED SURVEY CONTROL
 EW1803
 EW1803  NGVD 29 (??/??/??)  106.11   (m)          348.1    (f) RESET       3  
 EW1803
 EW1803.Superseded values are not recommended for survey control.
 EW1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1803.See file dsdata.txt to determine how the superseded data were derived.
 EW1803
 EW1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT626685(NAD 83)
 EW1803_MARKER: S = SPIKE
 EW1803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1803_SP_SET: CURB
 EW1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1803
 EW1803  HISTORY     - Date     Condition        Report By
 EW1803  HISTORY     - UNK      MONUMENTED       CA1980
 EW1803  HISTORY     - 1945     GOOD             NGS
 EW1803
 EW1803                          STATION DESCRIPTION
 EW1803
 EW1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1803'AT LOS ANGELES.
 EW1803'A LOS ANGELES AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND
 EW1803'MORENO AVENUE.  LOCATED IN THE WEST CURB OF MORENO AVENUE,
 EW1803'14.0 FEET SOUTH OF THE SOUTH CURBLINE OF SAN VICENTE BOULEVARD.
 EW1803'A CUT SPIKE SET IN THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1385 ***********************************************************************
 EW1385  DESIGNATION -  348.028 C OF LA
 EW1385  PID         -  EW1385
 EW1385  STATE/COUNTY-  CA/LOS ANGELES
 EW1385  USGS QUAD   -  HOLLYWOOD (1994)
 EW1385
 EW1385                         *CURRENT SURVEY CONTROL
 EW1385  ___________________________________________________________________
 EW1385* NAD 83(1986)-  34 03 09.     (N)    118 15 47.     (W)     SCALED    
 EW1385* NAVD 88     -       106.85   (+/-2cm)     350.6    (feet)  VERTCON   
 EW1385  ___________________________________________________________________
 EW1385  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW1385  VERT ORDER  -  THIRD (See Below)
 EW1385
 EW1385.The horizontal coordinates were scaled from a topographic map and have
 EW1385.an estimated accuracy of +/- 6 seconds.
 EW1385
 EW1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1385.The vertical order pertains to the NGVD 29 superseded value.
 EW1385
 EW1385.The geoid height was determined by GEOID03.
 EW1385
 EW1385;                    North         East    Units  Estimated Accuracy
 EW1385;SPC CA 5     -   561,320.    1,975,710.      MT  (+/- 180 meters Scaled)
 EW1385
 EW1385                          SUPERSEDED SURVEY CONTROL
 EW1385
 EW1385  NGVD 29 (??/??/??)  106.07   (m)          348.0    (f) RESET       3  
 EW1385
 EW1385.Superseded values are not recommended for survey control.
 EW1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1385.See file dsdata.txt to determine how the superseded data were derived.
 EW1385
 EW1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834686(NAD 83)
 EW1385_MARKER: DD = SURVEY DISK
 EW1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1385_SP_SET: CURB
 EW1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1385
 EW1385  HISTORY     - Date     Condition        Report By
 EW1385  HISTORY     - UNK      MONUMENTED       CA1980
 EW1385  HISTORY     - 1945     GOOD             NGS
 EW1385  HISTORY     - 1964     GOOD             NGS
 EW1385
 EW1385                          STATION DESCRIPTION
 EW1385
 EW1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1385'AT LOS ANGELES.
 EW1385'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1385'BIXEL STREET.  LOCATED IN NORTH CURB OF WILSHIRE BOULEVARD,
 EW1385'AND 27.3 FEET EAST OF EAST CURB OF BIXEL STREET.  SPIKE PROJECTS
 EW1385'ABOUT 3/16 INCH ABOVE CURB.  A CUT SPIKE CEMENTED IN THE CONCRETE
 EW1385'CURB.
 EW1385
 EW1385                          STATION RECOVERY (1964)
 EW1385
 EW1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0112 ***********************************************************************
 JT0112  DESIGNATION -  348.1
 JT0112  PID         -  JT0112
 JT0112  STATE/COUNTY-  CA/YOLO
 JT0112  USGS QUAD   -  BIRD VALLEY (1993)
 JT0112
 JT0112                         *CURRENT SURVEY CONTROL
 JT0112  ___________________________________________________________________
 JT0112* NAD 83(1986)-  38 50 09.     (N)    122 02 38.     (W)     SCALED    
 JT0112* NAVD 88     -       106.84   (+/-2cm)     350.5    (feet)  VERTCON   
 JT0112  ___________________________________________________________________
 JT0112  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 JT0112  VERT ORDER  -  THIRD (See Below)
 JT0112
 JT0112.The horizontal coordinates were scaled from a topographic map and have
 JT0112.an estimated accuracy of +/- 6 seconds.
 JT0112
 JT0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0112.The vertical order pertains to the NGVD 29 superseded value.
 JT0112
 JT0112.The geoid height was determined by GEOID03.
 JT0112
 JT0112;                    North         East    Units  Estimated Accuracy
 JT0112;SPC CA 2     -   629,790.    1,996,190.      MT  (+/- 180 meters Scaled)
 JT0112
 JT0112                          SUPERSEDED SURVEY CONTROL
 JT0112
 JT0112  NGVD 29 (??/??/??)  106.05   (m)          347.9    (f) RESET       3  
 JT0112
 JT0112.Superseded values are not recommended for survey control.
 JT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0112.See file dsdata.txt to determine how the superseded data were derived.
 JT0112
 JT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH829989(NAD 83)
 JT0112_MARKER: Q = CHISELED SQUARE
 JT0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0112_SP_SET: CONCRETE FOUNDATION
 JT0112_MARK LOGO: USGS  
 JT0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0112
 JT0112  HISTORY     - Date     Condition        Report By
 JT0112  HISTORY     - UNK      MONUMENTED       USGS
 JT0112  HISTORY     - 1942     GOOD             NGS
 JT0112
 JT0112                          STATION DESCRIPTION
 JT0112
 JT0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0112'8.8 MI N FROM CAPAY.
 JT0112'8.8 MILES NORTH ALONG THE DUNNIGAN ROAD FROM CAPAY, YOLO COUNTY,
 JT0112'55 FEET WEST OF THE CENTERLINE OF THE ROAD, AT AN AIR BEACON,
 JT0112'ON THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, AND ABOUT
 JT0112'5 FEET ABOVE THE LEVEL OF THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0074 ***********************************************************************
 EW0074  DESIGNATION -  348.2 A DWR
 EW0074  PID         -  EW0074
 EW0074  STATE/COUNTY-  CA/LOS ANGELES
 EW0074  USGS QUAD   -  PALMDALE (1974)
 EW0074
 EW0074                         *CURRENT SURVEY CONTROL
 EW0074  ___________________________________________________________________
 EW0074* NAD 83(1986)-  34 32 07.     (N)    118 06 21.     (W)     SCALED    
 EW0074* NAVD 88     -       899.64   (+/-2cm)    2951.6    (feet)  VERTCON   
 EW0074  ___________________________________________________________________
 EW0074  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0074
 EW0074.The horizontal coordinates were scaled from a topographic map and have
 EW0074.an estimated accuracy of +/- 6 seconds.
 EW0074
 EW0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0074.The vertical order pertains to the NGVD 29 superseded value.
 EW0074
 EW0074.The geoid height was determined by GEOID03.
 EW0074
 EW0074;                    North         East    Units  Estimated Accuracy
 EW0074;SPC CA 5     -   614,840.    1,990,290.      MT  (+/- 180 meters Scaled)
 EW0074
 EW0074                          SUPERSEDED SURVEY CONTROL
 EW0074
 EW0074  NGVD 29 (??/??/92)  898.766  (m)         2948.70   (f) ADJ UNCH    2 0
 EW0074
 EW0074.Superseded values are not recommended for survey control.
 EW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0074.See file dsdata.txt to determine how the superseded data were derived.
 EW0074
 EW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU985220(NAD 83)
 EW0074_MARKER: DD = SURVEY DISK
 EW0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0074_SP_SET: SIPHON
 EW0074_STAMPING: 348.2 A 1971
 EW0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0074
 EW0074  HISTORY     - Date     Condition        Report By
 EW0074  HISTORY     - 1971     MONUMENTED       CADWR
 EW0074  HISTORY     - 1971     GOOD             NGS
 EW0074
 EW0074                          STATION DESCRIPTION
 EW0074
 EW0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0074'12.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0074'12.45 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0074'PUMP PLANT, AT SOLEDAD SIPHON 348.17 UNDER THE SIERRA HIGHWAY,
 EW0074'IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL
 EW0074'OF THE W. PORTAL OF THE SIPHON, 1.5 FEET NORTHEAST OF THE NORTH
 EW0074'END OF A GUARDRAIL, AND ABOUT LEVEL WITH THE NORTH LEVEE ROAD.
 EW0074'SECTION 11, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0075 ***********************************************************************
 EW0075  DESIGNATION -  348.2 B DWR
 EW0075  PID         -  EW0075
 EW0075  STATE/COUNTY-  CA/LOS ANGELES
 EW0075  USGS QUAD   -  PALMDALE (1974)
 EW0075
 EW0075                         *CURRENT SURVEY CONTROL
 EW0075  ___________________________________________________________________
 EW0075* NAD 83(1986)-  34 32 08.     (N)    118 06 23.     (W)     SCALED    
 EW0075* NAVD 88     -       897.95   (+/-2cm)    2946.0    (feet)  VERTCON   
 EW0075  ___________________________________________________________________
 EW0075  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0075
 EW0075.The horizontal coordinates were scaled from a topographic map and have
 EW0075.an estimated accuracy of +/- 6 seconds.
 EW0075
 EW0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0075.The vertical order pertains to the NGVD 29 superseded value.
 EW0075
 EW0075.The geoid height was determined by GEOID03.
 EW0075
 EW0075;                    North         East    Units  Estimated Accuracy
 EW0075;SPC CA 5     -   614,870.    1,990,230.      MT  (+/- 180 meters Scaled)
 EW0075
 EW0075                          SUPERSEDED SURVEY CONTROL
 EW0075
 EW0075  NGVD 29 (??/??/92)  897.079  (m)         2943.17   (f) ADJ UNCH    2 0
 EW0075
 EW0075.Superseded values are not recommended for survey control.
 EW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0075.See file dsdata.txt to determine how the superseded data were derived.
 EW0075
 EW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU984220(NAD 83)
 EW0075_MARKER: DD = SURVEY DISK
 EW0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0075_SP_SET: AQUEDUCT LINING
 EW0075_STAMPING: MILE 348.2 B
 EW0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0075
 EW0075  HISTORY     - Date     Condition        Report By
 EW0075  HISTORY     - UNK      MONUMENTED       CADWR
 EW0075  HISTORY     - 1971     GOOD             NGS
 EW0075
 EW0075                          STATION DESCRIPTION
 EW0075
 EW0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0075'12.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0075'12.45 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0075'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0075'AQUEDUCT, 46 FEET WEST OF THE NORTHWEST END OF THE NORTHWEST
 EW0075'CONCRETE WING WALL OF SOLEDAD SIPHON 348.17 32 1/2 FEET WEST
 EW0075'OF THE CENTER OF A STEEL LADDER, AND ABOUT 6 FEET LOWER THAN
 EW0075'THE NORTH LEVEE ROAD.  SECTION 11, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0366 ***********************************************************************
 EW0366  DESIGNATION -  348.4 C DWR
 EW0366  PID         -  EW0366
 EW0366  STATE/COUNTY-  CA/LOS ANGELES
 EW0366  USGS QUAD   -  RITTER RIDGE (1974)
 EW0366
 EW0366                         *CURRENT SURVEY CONTROL
 EW0366  ___________________________________________________________________
 EW0366* NAD 83(1986)-  34 32 57.     (N)    118 07 56.     (W)     SCALED    
 EW0366* NAVD 88     -       887.87   (+/-2cm)    2913.0    (feet)  VERTCON   
 EW0366  ___________________________________________________________________
 EW0366  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EW0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0366
 EW0366.The horizontal coordinates were scaled from a topographic map and have
 EW0366.an estimated accuracy of +/- 6 seconds.
 EW0366
 EW0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0366.The vertical order pertains to the NGVD 29 superseded value.
 EW0366
 EW0366.The geoid height was determined by GEOID03.
 EW0366
 EW0366;                    North         East    Units  Estimated Accuracy
 EW0366;SPC CA 5     -   616,390.    1,987,870.      MT  (+/- 180 meters Scaled)
 EW0366
 EW0366                          SUPERSEDED SURVEY CONTROL
 EW0366
 EW0366  NGVD 29 (??/??/92)  886.995  (m)         2910.08   (f) ADJ UNCH    2 0
 EW0366
 EW0366.Superseded values are not recommended for survey control.
 EW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0366.See file dsdata.txt to determine how the superseded data were derived.
 EW0366
 EW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU961236(NAD 83)
 EW0366_MARKER: DD = SURVEY DISK
 EW0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0366_STAMPING: 348.4 C B M 1968
 EW0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0366+STABILITY: SURFACE MOTION
 EW0366
 EW0366  HISTORY     - Date     Condition        Report By
 EW0366  HISTORY     - 1968     MONUMENTED       CADWR
 EW0366  HISTORY     - 1971     GOOD             NGS
 EW0366
 EW0366                          STATION DESCRIPTION
 EW0366
 EW0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0366'14.3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0366'14.3 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0366'PUMP PLANT, ABOUT 300 FEET NORTH-NORTHEAST OF THE NORTHEAST
 EW0366'END OF CONCRETE OVERCHUTE 346.32, AT THE NORTHEAST CORNER OF A
 EW0366'FENCE, 5.8 FEET SOUTH OF THE NORTH AQUEDUCT RIGHT-OF-WAY FENCE,
 EW0366'1.4 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF ANTELOPE VALLEY
 EW0366'FREEWAY, 10 FEET WEST OF THE WEST EDGE OF A CONCRETE LINED
 EW0366'DRAIN DITCH, 1.2 FEET EAST OF A WITNESS POST, ABOUT 30 FEET
 EW0366'LOWER THAN THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A
 EW0366'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 3,
 EW0366'T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0057 ***********************************************************************
 EW0057  DESIGNATION -  348.5 A DWR
 EW0057  PID         -  EW0057
 EW0057  STATE/COUNTY-  CA/LOS ANGELES
 EW0057  USGS QUAD   -  PALMDALE (1974)
 EW0057
 EW0057                         *CURRENT SURVEY CONTROL
 EW0057  ___________________________________________________________________
 EW0057* NAD 83(1986)-  34 32 10.     (N)    118 06 07.     (W)     SCALED    
 EW0057* NAVD 88     -       899.21   (+/-2cm)    2950.2    (feet)  VERTCON   
 EW0057  ___________________________________________________________________
 EW0057  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0057
 EW0057.The horizontal coordinates were scaled from a topographic map and have
 EW0057.an estimated accuracy of +/- 6 seconds.
 EW0057
 EW0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0057.The vertical order pertains to the NGVD 29 superseded value.
 EW0057
 EW0057.The geoid height was determined by GEOID03.
 EW0057
 EW0057;                    North         East    Units  Estimated Accuracy
 EW0057;SPC CA 5     -   614,940.    1,990,640.      MT  (+/- 180 meters Scaled)
 EW0057
 EW0057                          SUPERSEDED SURVEY CONTROL
 EW0057
 EW0057  NGVD 29 (??/??/92)  898.339  (m)         2947.30   (f) ADJ UNCH    2 0
 EW0057
 EW0057.Superseded values are not recommended for survey control.
 EW0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0057.See file dsdata.txt to determine how the superseded data were derived.
 EW0057
 EW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU988221(NAD 83)
 EW0057_MARKER: DD = SURVEY DISK
 EW0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0057_SP_SET: SIDEWALK
 EW0057_STAMPING: 348.5 A 1971
 EW0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0057
 EW0057  HISTORY     - Date     Condition        Report By
 EW0057  HISTORY     - 1971     MONUMENTED       CADWR
 EW0057  HISTORY     - 1971     GOOD             NGS
 EW0057
 EW0057                          STATION DESCRIPTION
 EW0057
 EW0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0057'12.1 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0057'12.1 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0057'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE CENTER OF THE NORTHWEST
 EW0057'END OF THE CONCRETE WALKWAY OF SOLEDAD SIPHON 348.48, 12.9 FEET
 EW0057'NORTHEAST OF THE NORTHWEST END OF THE PORTAL, AND ABOUT LEVEL
 EW0057'WITH THE NORTHWEST LEVEE ROAD.  SECTION 11, T 5 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0088 ***********************************************************************
 EW0088  DESIGNATION -  348.9 C DWR
 EW0088  PID         -  EW0088
 EW0088  STATE/COUNTY-  CA/LOS ANGELES
 EW0088  USGS QUAD   -  PALMDALE (1974)
 EW0088
 EW0088                         *CURRENT SURVEY CONTROL
 EW0088  ___________________________________________________________________
 EW0088* NAD 83(1986)-  34 32 37.     (N)    118 07 27.     (W)     SCALED    
 EW0088* NAVD 88     -       901.64   (+/-2cm)    2958.1    (feet)  VERTCON   
 EW0088  ___________________________________________________________________
 EW0088  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0088
 EW0088.The horizontal coordinates were scaled from a topographic map and have
 EW0088.an estimated accuracy of +/- 6 seconds.
 EW0088
 EW0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0088.The vertical order pertains to the NGVD 29 superseded value.
 EW0088
 EW0088.The geoid height was determined by GEOID03.
 EW0088
 EW0088;                    North         East    Units  Estimated Accuracy
 EW0088;SPC CA 5     -   615,770.    1,988,600.      MT  (+/- 180 meters Scaled)
 EW0088
 EW0088                          SUPERSEDED SURVEY CONTROL
 EW0088
 EW0088  NGVD 29 (??/??/92)  900.771  (m)         2955.28   (f) ADJ UNCH    2 0
 EW0088
 EW0088.Superseded values are not recommended for survey control.
 EW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0088.See file dsdata.txt to determine how the superseded data were derived.
 EW0088
 EW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU968230(NAD 83)
 EW0088_MARKER: DD = SURVEY DISK
 EW0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0088_STAMPING: 348.9 C B M 1968
 EW0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0088+STABILITY: SURFACE MOTION
 EW0088
 EW0088  HISTORY     - Date     Condition        Report By
 EW0088  HISTORY     - 1968     MONUMENTED       CADWR
 EW0088  HISTORY     - 1971     GOOD             NGS
 EW0088
 EW0088                          STATION DESCRIPTION
 EW0088
 EW0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0088'13.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0088'13.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0088'PUMP PLANT, AT AN ANTELOPE VALLEY FREEWAY OVERPASS, 131 FEET
 EW0088'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHBOUND LANES
 EW0088'BRIDGE 346.77, 9.6 FEET EAST OF THE EAST FREEWAY RIGHT-OF-WAY
 EW0088'FENCE, 8 FEET NORTH OF THE CORNER OF THE AQUEDUCT RIGHT-OF-WAY
 EW0088'FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 14 FEET HIGHER
 EW0088'THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW0088'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1521 ***********************************************************************
 EW1521  DESIGNATION -  348.960 C OF LA
 EW1521  PID         -  EW1521
 EW1521  STATE/COUNTY-  CA/LOS ANGELES
 EW1521  USGS QUAD   -  HOLLYWOOD (1994)
 EW1521
 EW1521                         *CURRENT SURVEY CONTROL
 EW1521  ___________________________________________________________________
 EW1521* NAD 83(1986)-  34 05 53.     (N)    118 20 57.     (W)     SCALED    
 EW1521* NAVD 88     -       107.16   (+/-2cm)     351.6    (feet)  VERTCON   
 EW1521  ___________________________________________________________________
 EW1521  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1521  VERT ORDER  -  THIRD (See Below)
 EW1521
 EW1521.The horizontal coordinates were scaled from a topographic map and have
 EW1521.an estimated accuracy of +/- 6 seconds.
 EW1521
 EW1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1521.The vertical order pertains to the NGVD 29 superseded value.
 EW1521
 EW1521.The geoid height was determined by GEOID03.
 EW1521
 EW1521;                    North         East    Units  Estimated Accuracy
 EW1521;SPC CA 5     -   566,400.    1,967,780.      MT  (+/- 180 meters Scaled)
 EW1521
 EW1521                          SUPERSEDED SURVEY CONTROL
 EW1521
 EW1521  NGVD 29 (??/??/??)  106.38   (m)          349.0    (f) RESET       3  
 EW1521
 EW1521.Superseded values are not recommended for survey control.
 EW1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1521.See file dsdata.txt to determine how the superseded data were derived.
 EW1521
 EW1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT755738(NAD 83)
 EW1521_MARKER: S = SPIKE
 EW1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1521_SP_SET: CATCH BASIN
 EW1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1521
 EW1521  HISTORY     - Date     Condition        Report By
 EW1521  HISTORY     - UNK      MONUMENTED       CA1980
 EW1521  HISTORY     - 1945     GOOD             NGS
 EW1521  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1521
 EW1521                          STATION DESCRIPTION
 EW1521
 EW1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1521'AT LOS ANGELES.
 EW1521'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND FULLER
 EW1521'AVENUE IN THE NORTH CURB OF SUNSET BOULEVARD, 25.4 FEET EAST OF THE
 EW1521'EAST CURBLINE OF FULLER AVENUE AND IN THE WEST END OF A CATCH
 EW1521'BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1521
 EW1521                          STATION RECOVERY (1966)
 EW1521
 EW1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0360 ***********************************************************************
 LT0360  DESIGNATION -  3488.9 B
 LT0360  PID         -  LT0360
 LT0360  STATE/COUNTY-  CA/SHASTA
 LT0360  USGS QUAD   -  SHINGLETOWN (1985)
 LT0360
 LT0360                         *CURRENT SURVEY CONTROL
 LT0360  ___________________________________________________________________
 LT0360* NAD 83(1986)-  40 29 33.     (N)    121 53 21.     (W)     SCALED    
 LT0360* NAVD 88     -      1064.683  (meters)    3493.05   (feet)  ADJUSTED  
 LT0360  ___________________________________________________________________
 LT0360  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 LT0360  DYNAMIC HT  -        1063.969 (meters)    3490.70  (feet)  COMP
 LT0360  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 LT0360
 LT0360  VERT ORDER  -  SECOND    CLASS 0
 LT0360
 LT0360.The horizontal coordinates were scaled from a topographic map and have
 LT0360.an estimated accuracy of +/- 6 seconds.
 LT0360
 LT0360.The orthometric height was determined by differential leveling
 LT0360.and adjusted in June 1991.
 LT0360
 LT0360.The geoid height was determined by GEOID03.
 LT0360
 LT0360.The dynamic height is computed by dividing the NAVD 88
 LT0360.geopotential number by the normal gravity value computed on the
 LT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0360.degrees latitude (g = 980.6199 gals.).
 LT0360
 LT0360.The modeled gravity was interpolated from observed gravity values.
 LT0360
 LT0360;                    North         East    Units  Estimated Accuracy
 LT0360;SPC CA 1     -   628,720.    2,009,400.      MT  (+/- 180 meters Scaled)
 LT0360
 LT0360                          SUPERSEDED SURVEY CONTROL
 LT0360
 LT0360  NGVD 29 (??/??/??) 1063.788  (m)         3490.11   (f) ADJUSTED    2 0
 LT0360
 LT0360.Superseded values are not recommended for survey control.
 LT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0360.See file dsdata.txt to determine how the superseded data were derived.
 LT0360
 LT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK941830(NAD 83)
 LT0360_MARKER: P = PIPE CAP
 LT0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0360_STAMPING: BM EL 3488.9 B
 LT0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0360
 LT0360  HISTORY     - Date     Condition        Report By
 LT0360  HISTORY     - UNK      MONUMENTED       CGS
 LT0360  HISTORY     - 1957     GOOD             NGS
 LT0360
 LT0360                          STATION DESCRIPTION
 LT0360
 LT0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LT0360'AT SHINGLETOWN.
 LT0360'AT SHINGLETOWN, IN R1E T31N, 19.1 FEET NORTH OF THE SOUTHEAST
 LT0360'CORNER OF THE POST OFFICE AND GENERAL STORE, 98 FEET EAST OF
 LT0360'BENCH MARK E 550, 75 1/2 FEET NORTH OF THE CENTER LINE OF
 LT0360'STATE HIGHWAY 44, 3.2 FEET EAST OF THE EAST WALL OF THE POST
 LT0360'OFFICE AND GENERAL STORE BUILDING, 1.0 FOOT NORTHEAST OF THE
 LT0360'NORTHEAST CORNER OF THE FIREPLACE CHIMNEY, ABOUT 10 FEET HIGHER
 LT0360'THAN THE HIGHWAY, AND SCREWED ON THE TOP OF A 1 3/4-INCH IRON
 LT0360'PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0095 ***********************************************************************
 HT0095  DESIGNATION -  349.20 EBMUD
 HT0095  PID         -  HT0095
 HT0095  STATE/COUNTY-  CA/CONTRA COSTA
 HT0095  USGS QUAD   -  WALNUT CREEK (1995)
 HT0095
 HT0095                         *CURRENT SURVEY CONTROL
 HT0095  ___________________________________________________________________
 HT0095* NAD 83(1986)-  37 53 51.     (N)    122 05 55.     (W)     SCALED    
 HT0095* NAVD 88     -       107.39   (+/-2cm)     352.3    (feet)  VERTCON   
 HT0095  ___________________________________________________________________
 HT0095  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0095  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0095
 HT0095.The horizontal coordinates were scaled from a topographic map and have
 HT0095.an estimated accuracy of +/- 6 seconds.
 HT0095
 HT0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0095.The vertical order pertains to the NGVD 29 superseded value.
 HT0095
 HT0095.The geoid height was determined by GEOID03.
 HT0095
 HT0095;                    North         East    Units  Estimated Accuracy
 HT0095;SPC CA 3     -   656,300.    1,859,410.      MT  (+/- 180 meters Scaled)
 HT0095
 HT0095                          SUPERSEDED SURVEY CONTROL
 HT0095
 HT0095  NGVD 29 (??/??/92)  106.564  (m)          349.62   (f) ADJ UNCH    1 2
 HT0095
 HT0095.Superseded values are not recommended for survey control.
 HT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0095.See file dsdata.txt to determine how the superseded data were derived.
 HT0095
 HT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG792948(NAD 83)
 HT0095_MARKER: DD = SURVEY DISK
 HT0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0095_SP_SET: CONCRETE MANHOLE COVER
 HT0095_STAMPING: 349.20 4600+27.38
 HT0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0095
 HT0095  HISTORY     - Date     Condition        Report By
 HT0095  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0095  HISTORY     - 1958     GOOD             NGS
 HT0095  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0095
 HT0095                          STATION DESCRIPTION
 HT0095
 HT0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0095'1.2 MI E FROM LAFAYETTE.
 HT0095'1.2 MILES EAST ALONG MOUNT DIABLO BOULEVARD FROM THE T JUNCTION
 HT0095'OF MORAGA ROAD AT LA FAYETTE, ABOUT 0.1 MILE WEST OF STATE
 HT0095'HIGHWAY 21 FREEWAY BRIDGE OVER PLEASANT HILL ROAD, ALONG STATE
 HT0095'HIGHWAY 21, IN LINE WITH THE EXTENSION OF THE EAST BOUNDARY FENCE
 HT0095'OF THE LA FAYETTE CEMETERY, ALONG MOKELUMNE AQUEDUCT, AT CONCRETE
 HT0095'MANHOLE 4600, IN THE TOP OF THE WEST SIDE OF THE CONCRETE MANHOLE
 HT0095'COVER, 110 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF
 HT0095'THE HIGHWAY, ABOUT 90 FEET NORTH OF BENCH MARK 328.08 (CSHD), 69
 HT0095'FEET NORTH OF A HIGHWAY RIGHT-OF-WAY FENCE, ABOUT 26 FEET
 HT0095'HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 HT0095
 HT0095                          STATION RECOVERY (1987)
 HT0095
 HT0095'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1525 ***********************************************************************
 EW1525  DESIGNATION -  349.242 C OF LA
 EW1525  PID         -  EW1525
 EW1525  STATE/COUNTY-  CA/LOS ANGELES
 EW1525  USGS QUAD   -  HOLLYWOOD (1994)
 EW1525
 EW1525                         *CURRENT SURVEY CONTROL
 EW1525  ___________________________________________________________________
 EW1525* NAD 83(1986)-  34 05 52.     (N)    118 20 39.     (W)     SCALED    
 EW1525* NAVD 88     -       107.23   (+/-2cm)     351.8    (feet)  VERTCON   
 EW1525  ___________________________________________________________________
 EW1525  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW1525  VERT ORDER  -  THIRD (See Below)
 EW1525
 EW1525.The horizontal coordinates were scaled from a topographic map and have
 EW1525.an estimated accuracy of +/- 6 seconds.
 EW1525
 EW1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1525.The vertical order pertains to the NGVD 29 superseded value.
 EW1525
 EW1525.The geoid height was determined by GEOID03.
 EW1525
 EW1525;                    North         East    Units  Estimated Accuracy
 EW1525;SPC CA 5     -   566,360.    1,968,240.      MT  (+/- 180 meters Scaled)
 EW1525
 EW1525                          SUPERSEDED SURVEY CONTROL
 EW1525
 EW1525  NGVD 29 (??/??/??)  106.46   (m)          349.3    (f) RESET       3  
 EW1525
 EW1525.Superseded values are not recommended for survey control.
 EW1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1525.See file dsdata.txt to determine how the superseded data were derived.
 EW1525
 EW1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760738(NAD 83)
 EW1525_MARKER: S = SPIKE
 EW1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1525_SP_SET: CONCRETE
 EW1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1525
 EW1525  HISTORY     - Date     Condition        Report By
 EW1525  HISTORY     - UNK      MONUMENTED       CA1980
 EW1525  HISTORY     - 1945     GOOD             NGS
 EW1525  HISTORY     - 1966     GOOD             NGS
 EW1525
 EW1525                          STATION DESCRIPTION
 EW1525
 EW1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1525'AT LOS ANGELES.
 EW1525'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND LA
 EW1525'BREA AVENUE, IN THE NORTH CURB OF SUNSET BOULEVARD AND 25.3 FEET
 EW1525'WEST OF THE WEST CURBLINE OF LA BREA AVENUE.  SPIKE IS ABOVE THE
 EW1525'WEST END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1525
 EW1525                          STATION RECOVERY (1966)
 EW1525
 EW1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1804 ***********************************************************************
 EW1804  DESIGNATION -  349.489 C OF LA
 EW1804  PID         -  EW1804
 EW1804  STATE/COUNTY-  CA/LOS ANGELES
 EW1804  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1804
 EW1804                         *CURRENT SURVEY CONTROL
 EW1804  ___________________________________________________________________
 EW1804* NAD 83(1986)-  34 02 56.     (N)    118 29 23.     (W)     SCALED    
 EW1804* NAVD 88     -       107.32   (+/-2cm)     352.1    (feet)  VERTCON   
 EW1804  ___________________________________________________________________
 EW1804  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EW1804  VERT ORDER  -  THIRD (See Below)
 EW1804
 EW1804.The horizontal coordinates were scaled from a topographic map and have
 EW1804.an estimated accuracy of +/- 6 seconds.
 EW1804
 EW1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1804.The vertical order pertains to the NGVD 29 superseded value.
 EW1804
 EW1804.The geoid height was determined by GEOID03.
 EW1804
 EW1804;                    North         East    Units  Estimated Accuracy
 EW1804;SPC CA 5     -   561,000.    1,954,780.      MT  (+/- 180 meters Scaled)
 EW1804
 EW1804                          SUPERSEDED SURVEY CONTROL
 EW1804
 EW1804  NGVD 29 (??/??/??)  106.55   (m)          349.6    (f) RESET       3  
 EW1804
 EW1804.Superseded values are not recommended for survey control.
 EW1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1804.See file dsdata.txt to determine how the superseded data were derived.
 EW1804
 EW1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT625685(NAD 83)
 EW1804_MARKER: S = SPIKE
 EW1804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1804_SP_SET: CURB
 EW1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1804
 EW1804  HISTORY     - Date     Condition        Report By
 EW1804  HISTORY     - UNK      MONUMENTED       CA1980
 EW1804  HISTORY     - 1945     GOOD             NGS
 EW1804
 EW1804                          STATION DESCRIPTION
 EW1804
 EW1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1804'AT LOS ANGELES.
 EW1804'AT LOS ANGELES AT THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1804'AND AVONDALE AVENUE.  LOCATED IN THE SOUTHWEST CURB OF AVONDALE
 EW1804'AVENUE, 71.2 FEET NORTHWEST OF THE NORTHWEST CURBLINE OF SAN
 EW1804'VICENTE BOULEVARD, AND IN THE SOUTHEAST CORNER OF A CATCH
 EW1804'BASIN (MEASURED ON PROJECTED CURBLINE OF THE SOUTHWEST CURB
 EW1804'OF AVONDALE AVENUE).  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0082 ***********************************************************************
 EW0082  DESIGNATION -  349.5 C DWR
 EW0082  PID         -  EW0082
 EW0082  STATE/COUNTY-  CA/LOS ANGELES
 EW0082  USGS QUAD   -  PALMDALE (1974)
 EW0082
 EW0082                         *CURRENT SURVEY CONTROL
 EW0082  ___________________________________________________________________
 EW0082* NAD 83(1986)-  34 32 25.     (N)    118 06 56.     (W)     SCALED    
 EW0082* NAVD 88     -       895.63   (+/-2cm)    2938.4    (feet)  VERTCON   
 EW0082  ___________________________________________________________________
 EW0082  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0082
 EW0082.The horizontal coordinates were scaled from a topographic map and have
 EW0082.an estimated accuracy of +/- 6 seconds.
 EW0082
 EW0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0082.The vertical order pertains to the NGVD 29 superseded value.
 EW0082
 EW0082.The geoid height was determined by GEOID03.
 EW0082
 EW0082;                    North         East    Units  Estimated Accuracy
 EW0082;SPC CA 5     -   615,400.    1,989,390.      MT  (+/- 180 meters Scaled)
 EW0082
 EW0082                          SUPERSEDED SURVEY CONTROL
 EW0082
 EW0082  NGVD 29 (??/??/92)  894.758  (m)         2935.55   (f) ADJ UNCH    2 0
 EW0082
 EW0082.Superseded values are not recommended for survey control.
 EW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0082.See file dsdata.txt to determine how the superseded data were derived.
 EW0082
 EW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU976226(NAD 83)
 EW0082_MARKER: DD = SURVEY DISK
 EW0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0082_STAMPING: 349.5 C B M 1968
 EW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0082+STABILITY: SURFACE MOTION
 EW0082
 EW0082  HISTORY     - Date     Condition        Report By
 EW0082  HISTORY     - 1968     MONUMENTED       CADWR
 EW0082  HISTORY     - 1971     GOOD             NGS
 EW0082
 EW0082                          STATION DESCRIPTION
 EW0082
 EW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0082'13.1 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0082'13.1 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0082'PUMP PLANT, ABOUT 1/2 POLE SOUTHEAST OF THE CROSSING OF A POWER
 EW0082'LINE, 26.5 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE,
 EW0082'36.5 FEET NORTHWEST OF THE NORTH CORNER OF A BRICK TRASH BURNER,
 EW0082'1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 11 FEET LOWER THAN
 EW0082'THE NORTHEAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0082'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 3, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0034 ***********************************************************************
 EW0034  DESIGNATION -  349.6 A CADWR
 EW0034  PID         -  EW0034
 EW0034  STATE/COUNTY-  CA/LOS ANGELES
 EW0034  USGS QUAD   -  PALMDALE (1974)
 EW0034
 EW0034                         *CURRENT SURVEY CONTROL
 EW0034  ___________________________________________________________________
 EW0034* NAD 83(1986)-  34 32 09.     (N)    118 05 05.     (W)     SCALED    
 EW0034* NAVD 88     -       901.185  (meters)    2956.64   (feet)  READJUSTED
 EW0034  ___________________________________________________________________
 EW0034  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0034  DYNAMIC HT  -         900.130 (meters)    2953.18  (feet)  COMP
 EW0034  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 EW0034
 EW0034  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0034
 EW0034.The horizontal coordinates were scaled from a topographic map and have
 EW0034.an estimated accuracy of +/- 6 seconds.
 EW0034
 EW0034.The orthometric height was determined by differential leveling
 EW0034.and adjusted in February 1993.
 EW0034.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0034.distribution rate of 0.0 thru 1.0 mm/km.
 EW0034.The height was derived from older observations constrained to new
 EW0034.heights in a crustal motion area.  The height is approximate in
 EW0034.relation to other heights in its vicinity.
 EW0034
 EW0034.The geoid height was determined by GEOID03.
 EW0034
 EW0034.The dynamic height is computed by dividing the NAVD 88
 EW0034.geopotential number by the normal gravity value computed on the
 EW0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0034.degrees latitude (g = 980.6199 gals.).
 EW0034
 EW0034.The modeled gravity was interpolated from observed gravity values.
 EW0034
 EW0034;                    North         East    Units  Estimated Accuracy
 EW0034;SPC CA 5     -   614,900.    1,992,220.      MT  (+/- 180 meters Scaled)
 EW0034
 EW0034                          SUPERSEDED SURVEY CONTROL
 EW0034
 EW0034  NGVD 29 (??/??/92)  900.311  (m)         2953.77   (f) ADJ UNCH    1 1
 EW0034
 EW0034.Superseded values are not recommended for survey control.
 EW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0034.See file dsdata.txt to determine how the superseded data were derived.
 EW0034
 EW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU004221(NAD 83)
 EW0034_MARKER: DD = SURVEY DISK
 EW0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0034_SP_SET: BRIDGE
 EW0034_STAMPING: 349.6 A 1971
 EW0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0034
 EW0034  HISTORY     - Date     Condition        Report By
 EW0034  HISTORY     - 1971     MONUMENTED       CADWR
 EW0034  HISTORY     - 1971     GOOD             NGS
 EW0034  HISTORY     - 1977     GOOD             NGS
 EW0034  HISTORY     - 1981     GOOD             TLDYNE
 EW0034
 EW0034                          STATION DESCRIPTION
 EW0034
 EW0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0034'11 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0034'11.05 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0034'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF PEARBLOSSOM HIGHWAY,
 EW0034'IN THE TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 EW0034'NORTHWEST CONCRETE WALKWAY OF PEARBLOSSOM HIGHWAY BRIDGE 349.55,
 EW0034'0.8 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE WALKWAY, 26.5
 EW0034'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1
 EW0034'FOOT HIGHER THAN THE HIGHWAY.  SECTION 12, T 5 N, R 12 W.
 EW0034
 EW0034                          STATION RECOVERY (1977)
 EW0034
 EW0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0034'2.0 MILES NORTHEAST ALONG SIERRA HIGHWAY FROM THE T-JUNCTION OF
 EW0034'ANGELES FOREST HIGHWAY, IN TOP OF THE NORTHEAST END OF NORTHWEST
 EW0034'CURB OF BRIDGE OVER THE CALIFORNIA AQUEDUCT, 27.2 FT. NORTHWEST
 EW0034'OF CENTER LINE OF HIGHWAY, 0.5 FT. SOUTHWEST OF NORTHEAST END OF
 EW0034'CURB.
 EW0034
 EW0034                          STATION RECOVERY (1981)
 EW0034
 EW0034'RECOVERY NOTE BY TELEDYNE INCORPORATED 1981
 EW0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1534 ***********************************************************************
 EW1534  DESIGNATION -  349.769 C OF LA
 EW1534  PID         -  EW1534
 EW1534  STATE/COUNTY-  CA/LOS ANGELES
 EW1534  USGS QUAD   -  HOLLYWOOD (1994)
 EW1534
 EW1534                         *CURRENT SURVEY CONTROL
 EW1534  ___________________________________________________________________
 EW1534* NAD 83(1986)-  34 05 50.     (N)    118 19 36.     (W)     SCALED    
 EW1534* NAVD 88     -       107.40   (+/-2cm)     352.4    (feet)  VERTCON   
 EW1534  ___________________________________________________________________
 EW1534  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW1534  VERT ORDER  -  THIRD (See Below)
 EW1534
 EW1534.The horizontal coordinates were scaled from a topographic map and have
 EW1534.an estimated accuracy of +/- 6 seconds.
 EW1534
 EW1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1534.The vertical order pertains to the NGVD 29 superseded value.
 EW1534
 EW1534.The geoid height was determined by GEOID03.
 EW1534
 EW1534;                    North         East    Units  Estimated Accuracy
 EW1534;SPC CA 5     -   566,300.    1,969,860.      MT  (+/- 180 meters Scaled)
 EW1534
 EW1534                          SUPERSEDED SURVEY CONTROL
 EW1534
 EW1534  NGVD 29 (??/??/??)  106.62   (m)          349.8    (f) RESET       3  
 EW1534
 EW1534.Superseded values are not recommended for survey control.
 EW1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1534.See file dsdata.txt to determine how the superseded data were derived.
 EW1534
 EW1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT776737(NAD 83)
 EW1534_MARKER: S = SPIKE
 EW1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1534_SP_SET: CATCH BASIN
 EW1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1534
 EW1534  HISTORY     - Date     Condition        Report By
 EW1534  HISTORY     - UNK      MONUMENTED       CA1980
 EW1534  HISTORY     - 1945     GOOD             NGS
 EW1534  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1534
 EW1534                          STATION DESCRIPTION
 EW1534
 EW1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1534'AT LOS ANGELES.
 EW1534'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND VINE STREET
 EW1534'AND IN THE EAST CURB OF VINE STREET, 21.0 FEET NORTH OF THE NORTH
 EW1534'CURB OF SUNSET BLVD., IN THE SOUTH END OF A CATCH BASIN.  A CUT
 EW1534'SPIKE SET IN CONCRETE.
 EW1534
 EW1534                          STATION RECOVERY (1966)
 EW1534
 EW1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AF7830 ***********************************************************************
 AF7830  DESIGNATION -  3491.07
 AF7830  PID         -  AF7830
 AF7830  STATE/COUNTY-  CA/PLUMAS
 AF7830  USGS QUAD   -  QUINCY (1994)
 AF7830
 AF7830                         *CURRENT SURVEY CONTROL
 AF7830  ___________________________________________________________________
 AF7830* NAD 83(1986)-  39 57 56.     (N)    120 56 37.     (W)     SCALED    
 AF7830* NAVD 88     -      1065.152  (meters)    3494.59   (feet)  ADJUSTED  
 AF7830  ___________________________________________________________________
 AF7830  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AF7830  DYNAMIC HT  -        1064.311 (meters)    3491.83  (feet)  COMP
 AF7830  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 AF7830
 AF7830  VERT ORDER  -  SECOND    CLASS I
 AF7830
 AF7830.The horizontal coordinates were scaled from a topographic map and have
 AF7830.an estimated accuracy of +/- 6 seconds.
 AF7830
 AF7830.The orthometric height was determined by differential leveling
 AF7830.and adjusted in July 2002.
 AF7830
 AF7830.The geoid height was determined by GEOID03.
 AF7830
 AF7830.The dynamic height is computed by dividing the NAVD 88
 AF7830.geopotential number by the normal gravity value computed on the
 AF7830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7830.degrees latitude (g = 980.6199 gals.).
 AF7830
 AF7830.The modeled gravity was interpolated from observed gravity values.
 AF7830
 AF7830;                    North         East    Units  Estimated Accuracy
 AF7830;SPC CA 1     -   570,750.    2,090,250.      MT  (+/- 180 meters Scaled)
 AF7830
 AF7830                          SUPERSEDED SURVEY CONTROL
 AF7830
 AF7830.No superseded survey control is available for this station.
 AF7830
 AF7830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK756259(NAD 83)
 AF7830_MARKER: DD = SURVEY DISK
 AF7830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF7830_STAMPING: 3491.07
 AF7830_MARK LOGO: BPR   
 AF7830_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF7830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7830+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 AF7830
 AF7830  HISTORY     - Date     Condition        Report By
 AF7830  HISTORY     - UNK      MONUMENTED
 AF7830  HISTORY     - 19980402 GOOD             NGS
 AF7830  HISTORY     - 20040311 GOOD             CADT
 AF7830
 AF7830                          STATION DESCRIPTION
 AF7830
 AF7830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF7830'4.2 KM (2.60 MI) NORTHERLY ALONG STATE HIGHWAY 70 AND 89 FROM THE
 AF7830'COURTHOUSE IN QUINCY, 25.4 M (83.3 FT) NORTHEAST OF THE NORTHEAST END
 AF7830'OF A GUARDRAIL, 12.6 M (41.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 AF7830'10.3 M (33.8 FT) NORTHEAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER
 AF7830'3-2, 0.9 M (3.0 FT) NORTHEAST OF A METAL GUARD POST, AND 0.3 M (1.0
 AF7830'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS AFFIXED TO A
 AF7830'3-INCH METAL PIPE AND PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND
 AF7830'SURFACE.
 AF7830
 AF7830                          STATION RECOVERY (2004)
 AF7830
 AF7830'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 AF7830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0434 ***********************************************************************
 KS0434  DESIGNATION -  3492
 KS0434  PID         -  KS0434
 KS0434  STATE/COUNTY-  CA/PLACER
 KS0434  USGS QUAD   -  MICHIGAN BLUFF (1973)
 KS0434
 KS0434                         *CURRENT SURVEY CONTROL
 KS0434  ___________________________________________________________________
 KS0434* NAD 83(1986)-  39 00 11.     (N)    120 41 47.     (W)     SCALED    
 KS0434* NAVD 88     -      1065.27   (+/-2cm)    3495.0    (feet)  VERTCON   
 KS0434  ___________________________________________________________________
 KS0434  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 KS0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0434
 KS0434.The horizontal coordinates were scaled from a topographic map and have
 KS0434.an estimated accuracy of +/- 6 seconds.
 KS0434
 KS0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0434.The vertical order pertains to the NGVD 29 superseded value.
 KS0434
 KS0434.The geoid height was determined by GEOID03.
 KS0434
 KS0434;                    North         East    Units  Estimated Accuracy
 KS0434;SPC CA 2     -   649,160.    2,112,910.      MT  (+/- 180 meters Scaled)
 KS0434
 KS0434                          SUPERSEDED SURVEY CONTROL
 KS0434
 KS0434  NGVD 29 (??/??/??) 1064.397  (m)         3492.11   (f) ADJUSTED    2 0
 KS0434
 KS0434.Superseded values are not recommended for survey control.
 KS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0434.See file dsdata.txt to determine how the superseded data were derived.
 KS0434
 KS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ994196(NAD 83)
 KS0434_MARKER: N = NAIL
 KS0434_SETTING: 0 = UNSPECIFIED SETTING
 KS0434_MARK LOGO: USFS  
 KS0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0434
 KS0434  HISTORY     - Date     Condition        Report By
 KS0434  HISTORY     - UNK      MONUMENTED       USFS
 KS0434  HISTORY     - 1952     GOOD             CGS
 KS0434
 KS0434                          STATION DESCRIPTION
 KS0434
 KS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0434'23.2 MI NE FROM GEORGETOWN.
 KS0434'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 KS0434'POST OFFICE AT GEORGETOWN, THENCE 14.65 MILES NORTHEAST ALONG THE
 KS0434'RALSTON RIDGE ROAD, AT THE TOP OF A GRADE, IN THE TRUNK OF A LARGE
 KS0434'OAK TREE, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 KS0434'0.9 FOOT HIGHER THAN THE GROUND, ABOUT 4.0 FEET HIGHER THAN THE
 KS0434'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS
 KS0434'3492 ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0474 ***********************************************************************
 MW0474  DESIGNATION -  3492.2 USGS
 MW0474  PID         -  MW0474
 MW0474  STATE/COUNTY-  CA/SHASTA
 MW0474  USGS QUAD   -  EAST OF PONDOSA (1995)
 MW0474
 MW0474                         *CURRENT SURVEY CONTROL
 MW0474  ___________________________________________________________________
 MW0474* NAD 83(1986)-  41 08 20.     (N)    121 34 59.     (W)     SCALED    
 MW0474* NAVD 88     -      1065.606  (meters)    3496.08   (feet)  ADJUSTED  
 MW0474  ___________________________________________________________________
 MW0474  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 MW0474  DYNAMIC HT  -        1064.895 (meters)    3493.74  (feet)  COMP
 MW0474  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 MW0474
 MW0474  VERT ORDER  -  SECOND    CLASS 0
 MW0474
 MW0474.The horizontal coordinates were scaled from a topographic map and have
 MW0474.an estimated accuracy of +/- 6 seconds.
 MW0474
 MW0474.The orthometric height was determined by differential leveling
 MW0474.and adjusted in June 1991.
 MW0474
 MW0474.The geoid height was determined by GEOID03.
 MW0474
 MW0474.The dynamic height is computed by dividing the NAVD 88
 MW0474.geopotential number by the normal gravity value computed on the
 MW0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0474.degrees latitude (g = 980.6199 gals.).
 MW0474
 MW0474.The modeled gravity was interpolated from observed gravity values.
 MW0474
 MW0474;                    North         East    Units  Estimated Accuracy
 MW0474;SPC CA 1     -   700,570.    2,035,000.      MT  (+/- 180 meters Scaled)
 MW0474
 MW0474                          SUPERSEDED SURVEY CONTROL
 MW0474
 MW0474  NGVD 29 (??/??/??) 1064.614  (m)         3492.82   (f) ADJUSTED    2 0
 MW0474
 MW0474.Superseded values are not recommended for survey control.
 MW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0474.See file dsdata.txt to determine how the superseded data were derived.
 MW0474
 MW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL189551(NAD 83)
 MW0474_MARKER: R = RIVET
 MW0474_SETTING: 0 = UNSPECIFIED SETTING
 MW0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0474
 MW0474  HISTORY     - Date     Condition        Report By
 MW0474  HISTORY     - UNK      MONUMENTED       USGS
 MW0474  HISTORY     - 1936     GOOD             NGS
 MW0474  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0474
 MW0474                          STATION DESCRIPTION
 MW0474
 MW0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0474'7.8 MI SE FROM BEAR FLAT.
 MW0474'7.8 MILES SOUTHEAST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS ROAD
 MW0474'FROM BEAR FLAT, SHASTA COUNTY, 21 FEET EAST OF THE CENTERLINE
 MW0474'OF THE ROAD, AND IN THE BASE OF A TWIN YELLOW-PINE TREE MARKED
 MW0474'USBM.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER RIVET.
 MW0474
 MW0474                          STATION RECOVERY (1986)
 MW0474
 MW0474'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3719 ***********************************************************************
 FU3719  DESIGNATION -  34A BOC 1942
 FU3719  PID         -  FU3719
 FU3719  STATE/COUNTY-  CA/KERN
 FU3719  USGS QUAD   -  BLACKWELLS CORNER (1982)
 FU3719
 FU3719                         *CURRENT SURVEY CONTROL
 FU3719  ___________________________________________________________________
 FU3719* NAD 83(1992)-  35 32 15.55356(N)    119 48 01.07310(W)     ADJUSTED  
 FU3719* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 FU3719  ___________________________________________________________________
 FU3719  EPOCH DATE  -        1991.35
 FU3719  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 FU3719  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 FU3719  HORZ ORDER  -  SECOND
 FU3719
 FU3719.The horizontal coordinates were established by classical geodetic methods
 FU3719.and adjusted by the National Geodetic Survey in June 1996.
 FU3719.The horizontal coordinates are valid at the epoch date displayed above.
 FU3719.The epoch date for horizontal control is a decimal equivalence
 FU3719.of Year/Month/Day.
 FU3719
 FU3719.The orthometric height was scaled from a topographic map.
 FU3719
 FU3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU3719
 FU3719.The geoid height was determined by GEOID03.
 FU3719
 FU3719;                    North         East     Units Scale Factor Converg.
 FU3719;SPC CA 5     -   727,498.784 1,836,742.390   MT  1.00001624   -1 01 34.3
 FU3719;SPC CA 5     - 2,386,802.26  6,026,045.66   sFT  1.00001624   -1 01 34.3
 FU3719;UTM  11      - 3,936,277.259   246,117.809   MT  1.00039438   -1 37 42.6
 FU3719
 FU3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FU3719!SPC CA 5     -   0.99997111  x   1.00001624  =   0.99998735
 FU3719!UTM  11      -   0.99997111  x   1.00039438  =   1.00036548
 FU3719
 FU3719                          SUPERSEDED SURVEY CONTROL
 FU3719
 FU3719  NAD 83(1992)-  35 32 15.55728(N)    119 48 01.07208(W) AD(1991.35) 2
 FU3719  NAD 83(1986)-  35 32 15.54529(N)    119 48 01.06418(W) AD(1984.00) 2
 FU3719  NAD 27      -  35 32 15.68200(N)    119 47 57.58700(W) AD(       ) 2
 FU3719
 FU3719.Superseded values are not recommended for survey control.
 FU3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3719.See file dsdata.txt to determine how the superseded data were derived.
 FU3719
 FU3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4611836277(NAD 83)
 FU3719
 FU3719  HISTORY     - Date     Condition        Report By
 FU3719  HISTORY     - 1942     MONUMENTED       CGS
 FU3719
 FU3719                          STATION DESCRIPTION
 FU3719
 FU3719'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 FU3719'SEE STATION NORTH BELRIDGE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1480 ***********************************************************************
 GT1480  DESIGNATION -  35
 GT1480  PID         -  GT1480
 GT1480  STATE/COUNTY-  CA/FRESNO
 GT1480  USGS QUAD   -  FRESNO SOUTH (1981)
 GT1480
 GT1480                         *CURRENT SURVEY CONTROL
 GT1480  ___________________________________________________________________
 GT1480* NAD 83(1986)-  36 43 17.     (N)    119 45 49.     (W)     SCALED    
 GT1480* NAVD 88     -        88.65   (+/-2cm)     290.8    (feet)  VERTCON   
 GT1480  ___________________________________________________________________
 GT1480  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 GT1480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1480
 GT1480.The horizontal coordinates were scaled from a topographic map and have
 GT1480.an estimated accuracy of +/- 6 seconds.
 GT1480
 GT1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1480.The vertical order pertains to the NGVD 29 superseded value.
 GT1480
 GT1480.The geoid height was determined by GEOID03.
 GT1480
 GT1480;                    North         East    Units  Estimated Accuracy
 GT1480;SPC CA 4     -   654,290.    1,931,790.      MT  (+/- 180 meters Scaled)
 GT1480
 GT1480                          SUPERSEDED SURVEY CONTROL
 GT1480
 GT1480  NGVD 29 (??/??/92)   87.878  (m)          288.31   (f) ADJ UNCH    2 0
 GT1480
 GT1480.Superseded values are not recommended for survey control.
 GT1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1480.See file dsdata.txt to determine how the superseded data were derived.
 GT1480
 GT1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA531675(NAD 83)
 GT1480_MARKER: DD = SURVEY DISK
 GT1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1480_STAMPING: 35
 GT1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1480+STABILITY: SURFACE MOTION
 GT1480
 GT1480  HISTORY     - Date     Condition        Report By
 GT1480  HISTORY     - UNK      MONUMENTED       CA1370
 GT1480  HISTORY     - 1959     GOOD             NGS
 GT1480
 GT1480                          STATION DESCRIPTION
 GT1480
 GT1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1480'2 MI SE FROM FRESNO.
 GT1480'2.0 MILES SOUTHEAST AND EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 GT1480'FROM THE STATION AT FRESNO, AT THE SOUTHEAST END CORNER OF THE
 GT1480'INTERSECTION OF CALIFORNIA AND ORANGE AVENUES, 30 FEET EAST OF
 GT1480'THE CENTER LINE OF ORANGE AVENUE, 21 FEET SOUTH OF THE CENTER
 GT1480'LINE OF CALIFORNIA AVENUE, AND SET IN THE TOP OF A CONCRETE
 GT1480'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0541 ***********************************************************************
 HT0541  DESIGNATION -  35
 HT0541  PID         -  HT0541
 HT0541  STATE/COUNTY-  CA/SAN MATEO
 HT0541  USGS QUAD   -  SAN MATEO (1997)
 HT0541
 HT0541                         *CURRENT SURVEY CONTROL
 HT0541  ___________________________________________________________________
 HT0541* NAD 83(1986)-  37 37 09.     (N)    122 22 23.     (W)     SCALED    
 HT0541* NAVD 88     -         2.62   (+/-2cm)       8.6    (feet)  VERTCON   
 HT0541  ___________________________________________________________________
 HT0541  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT0541  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0541
 HT0541.This mark is at San Francisco Intl Airport (SFO)
 HT0541
 HT0541.The horizontal coordinates were scaled from a topographic map and have
 HT0541.an estimated accuracy of +/- 6 seconds.
 HT0541
 HT0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0541.The vertical order pertains to the NGVD 29 superseded value.
 HT0541
 HT0541.The geoid height was determined by GEOID03.
 HT0541
 HT0541;                    North         East    Units  Estimated Accuracy
 HT0541;SPC CA 3     -   625,860.    1,834,660.      MT  (+/- 180 meters Scaled)
 HT0541
 HT0541                          SUPERSEDED SURVEY CONTROL
 HT0541
 HT0541  NGVD 29 (??/??/92)    1.787  (m)            5.86   (f) ADJ UNCH    1 2
 HT0541
 HT0541.Superseded values are not recommended for survey control.
 HT0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0541.See file dsdata.txt to determine how the superseded data were derived.
 HT0541
 HT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG553637(NAD 83)
 HT0541_MARKER: Z = SEE DESCRIPTION
 HT0541_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 HT0541_SP_SET: 60 FT IRON PIPE
 HT0541_MARK LOGO: USE   
 HT0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0541
 HT0541  HISTORY     - Date     Condition        Report By
 HT0541  HISTORY     - 1956     MONUMENTED       DOD
 HT0541  HISTORY     - 1972     GOOD             NGS
 HT0541  HISTORY     - 1977     GOOD             NGS
 HT0541  HISTORY     - 1986     GOOD             NGS
 HT0541
 HT0541                          STATION DESCRIPTION
 HT0541
 HT0541'DESCRIBED BY US DEPARTMENT OF DEFENSE 1956
 HT0541'AT SAN FRANCISCO AIRPORT.
 HT0541'AT THE SAN FRANCISCO INTERNATIONAL AIRPORT, ABOUT 0.5 MILE
 HT0541'NORTHEAST OF THE NEW TERMINAL BUILDING, AT THE CROSSING AND
 HT0541'ON THE WEST EDGE OF RUNWAY 19-L 1-R, BETWEEN RUNWAYS 28 R 10 L
 HT0541'AND 28 L 10 R, 294 FEET NORTH OF THE NORTH EDGE OF RUNWAY
 HT0541'28 L 10 R, 250 FEET EAST OF THE T.V.O.R BUILDING (C.A.A.), 219
 HT0541'FEET SOUTH OF THE SOUTH EDGE OF RUNWAY 28 R 10 L, 24.1 FEET
 HT0541'NORTHEAST OF RUNWAY LIGHT NO. D 57, AND ABOUT 1 1/2 FEET LOWER
 HT0541'THAN THE RUNWAY.  NOTE-- THE TOP OF A 1-INCH IRON PIPE DROVE
 HT0541'60-FEET INTO THE GROUND, ACCESS TO WHICH IS HAD THROUGH AN
 HT0541'8-INCH CLAY PIPE WITH A CONCRETE LID.
 HT0541
 HT0541                          STATION RECOVERY (1972)
 HT0541
 HT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HT0541'RECOVERED IN GOOD CONDITION.
 HT0541
 HT0541                          STATION RECOVERY (1977)
 HT0541
 HT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HT0541'RECOVERED IN GOOD CONDITION.
 HT0541
 HT0541                          STATION RECOVERY (1986)
 HT0541
 HT0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HT0541'RECOVERED IN GOOD CONDITION EXCEPT THAT THE MARK IS THE TOP OF THE
 HT0541'1-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2428 ***********************************************************************
 FU2428  DESIGNATION -  35 36 SEC COR
 FU2428  PID         -  FU2428
 FU2428  STATE/COUNTY-  CA/KERN
 FU2428  USGS QUAD   -  PENTLAND (1973)
 FU2428
 FU2428                         *CURRENT SURVEY CONTROL
 FU2428  ___________________________________________________________________
 FU2428* NAD 83(1986)-  35 05 40.     (N)    119 21 29.     (W)     SCALED    
 FU2428* NAVD 88     -       150.88   (+/-2cm)     495.0    (feet)  VERTCON   
 FU2428  ___________________________________________________________________
 FU2428  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 FU2428  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2428
 FU2428.The horizontal coordinates were scaled from a topographic map and have
 FU2428.an estimated accuracy of +/- 6 seconds.
 FU2428
 FU2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2428.The vertical order pertains to the NGVD 29 superseded value.
 FU2428
 FU2428.The geoid height was determined by GEOID03.
 FU2428
 FU2428;                    North         East    Units  Estimated Accuracy
 FU2428;SPC CA 5     -   677,700.    1,876,180.      MT  (+/- 180 meters Scaled)
 FU2428
 FU2428                          SUPERSEDED SURVEY CONTROL
 FU2428
 FU2428  NGVD 29 (??/??/92)  150.095  (m)          492.44   (f) ADJ UNCH    1 1
 FU2428
 FU2428.Superseded values are not recommended for survey control.
 FU2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2428.See file dsdata.txt to determine how the superseded data were derived.
 FU2428
 FU2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU850860(NAD 83)
 FU2428_MARKER: P = PIPE CAP
 FU2428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU2428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU2428_STAMPING: T 32 S R24E MDMLGBACD 35 36
 FU2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2428
 FU2428  HISTORY     - Date     Condition        Report By
 FU2428  HISTORY     - UNK      MONUMENTED       RBNF
 FU2428  HISTORY     - 1968     GOOD             NGS
 FU2428
 FU2428                          STATION DESCRIPTION
 FU2428
 FU2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU2428'7.7 MI SE FROM TAFT.
 FU2428'4.15 MILES SOUTHEAST ALONG GARDNER FIELD ROAD FROM THE
 FU2428'INTERSECTION OF STATE HIGHWAY 33 AT TAFT, THENCE 0.4 MILE SOUTH
 FU2428'ALONG DUVALL ROAD, THENCE 1.15 MILES SOUTH ALONG AN ASPHALT
 FU2428'ROAD WHICH IS INSIDE OF THE WEST RIGHT-OF-WAY FENCE OF THE
 FU2428'CALIFORNIA AQUEDUCT, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD
 FU2428'AND TELEPHONE LINE, THENCE 1.0 MILE EAST ALONG CADET ROAD,
 FU2428'THENCE 0.5 MILE SOUTH ALONG A GAS LINE AND TRACK ROAD, 0.5 MILE
 FU2428'SOUTH OF BENCH MARK 211 (DWR), 0.45 MILE NORTH OF BENCH MARK
 FU2428'U 367, 12 FEET EAST OF THE CENTER OF THE GAS LINE, 1.4 FEET
 FU2428'SOUTH OF A WITNESS POST, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 FU2428'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9072 ***********************************************************************
 JT9072  DESIGNATION -  35 A
 JT9072  PID         -  JT9072
 JT9072  STATE/COUNTY-  CA/NAPA
 JT9072  USGS QUAD   -  NAPA (1980)
 JT9072
 JT9072                         *CURRENT SURVEY CONTROL
 JT9072  ___________________________________________________________________
 JT9072* NAD 83(1986)-  38 18 48.     (N)    122 17 34.     (W)     SCALED    
 JT9072* NAVD 88     -        11.25   (+/-2cm)      36.9    (feet)  VERTCON   
 JT9072  ___________________________________________________________________
 JT9072  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9072  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9072
 JT9072.The horizontal coordinates were scaled from a topographic map and have
 JT9072.an estimated accuracy of +/- 6 seconds.
 JT9072
 JT9072.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9072.The vertical order pertains to the NGVD 29 superseded value.
 JT9072
 JT9072.The geoid height was determined by GEOID03.
 JT9072
 JT9072;                    North         East    Units  Estimated Accuracy
 JT9072;SPC CA 2     -   571,830.    1,974,390.      MT  (+/- 180 meters Scaled)
 JT9072
 JT9072                          SUPERSEDED SURVEY CONTROL
 JT9072
 JT9072  NGVD 29 (??/??/92)   10.46   (m)           34.3    (f) COMPUTED    2 2
 JT9072
 JT9072.Superseded values are not recommended for survey control.
 JT9072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9072.See file dsdata.txt to determine how the superseded data were derived.
 JT9072
 JT9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618408(NAD 83)
 JT9072_MARKER: DD = SURVEY DISK
 JT9072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9072_SP_SET: CONCRETE POST
 JT9072_MARK LOGO: CA2330
 JT9072_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9072+STABILITY: SURFACE MOTION
 JT9072
 JT9072  HISTORY     - Date     Condition        Report By
 JT9072  HISTORY     - 1971     MONUMENTED       CA2330
 JT9072
 JT9072                          STATION DESCRIPTION
 JT9072
 JT9072'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9072'AT INTERSECTION OF CENTRAL AVENUE AND YAJOME, 10 FEET BY 10 FEET
 JT9072'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5562 ***********************************************************************
 AB5562  DESIGNATION -  35 A 92
 AB5562  PID         -  AB5562
 AB5562  STATE/COUNTY-  CA/RIVERSIDE
 AB5562  USGS QUAD   -  RIVERSIDE EAST (1967)
 AB5562
 AB5562                         *CURRENT SURVEY CONTROL
 AB5562  ___________________________________________________________________
 AB5562* NAD 83(1986)-  33 52 41.     (N)    117 16 03.     (W)     SCALED    
 AB5562* NAVD 88     -       466.408  (meters)    1530.21   (feet)  ADJUSTED  
 AB5562  ___________________________________________________________________
 AB5562  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AB5562  DYNAMIC HT  -         465.878 (meters)    1528.47  (feet)  COMP
 AB5562  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 AB5562
 AB5562  VERT ORDER  -  FIRST     CLASS II
 AB5562
 AB5562.The horizontal coordinates were scaled from a topographic map and have
 AB5562.an estimated accuracy of +/- 6 seconds.
 AB5562
 AB5562.The orthometric height was determined by differential leveling
 AB5562.and adjusted in October 1996.
 AB5562
 AB5562.The geoid height was determined by GEOID03.
 AB5562
 AB5562.The dynamic height is computed by dividing the NAVD 88
 AB5562.geopotential number by the normal gravity value computed on the
 AB5562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5562.degrees latitude (g = 980.6199 gals.).
 AB5562
 AB5562.The modeled gravity was interpolated from observed gravity values.
 AB5562
 AB5562;                    North         East    Units  Estimated Accuracy
 AB5562;SPC CA 6     -   690,260.    1,905,870.      MT  (+/- 180 meters Scaled)
 AB5562
 AB5562                          SUPERSEDED SURVEY CONTROL
 AB5562
 AB5562.No superseded survey control is available for this station.
 AB5562
 AB5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT752486(NAD 83)
 AB5562_MARKER: DB = BENCH MARK DISK
 AB5562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5562_SP_SET: HEADWELL
 AB5562_STAMPING: BM 35-A-92
 AB5562_MARK LOGO: CA-065
 AB5562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5562+STABILITY: SURFACE MOTION
 AB5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5562+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB5562
 AB5562  HISTORY     - Date     Condition        Report By
 AB5562  HISTORY     - 1992     MONUMENTED       CADT
 AB5562
 AB5562                          STATION DESCRIPTION
 AB5562
 AB5562'DESCRIBED BY CALTRANS 1992
 AB5562'MORENO VALLEY, NEAR THE INTERSECTION OF INTERSTATE 215 AND VAN BUREN
 AB5562'AV. PROCEED WEST ALONG VAN BUREN AV TO AVE A, (WEST FRONTAGE RD) THEN
 AB5562'0.65 MILE (1.05 KM) SOUTHERLY ALONG AVE A TO DRAIN HEADWALL 90 FEET
 AB5562'(27.4 M) EAST OF THE AVE ON THE EAST SIDE OF ATSF RAILROAD TRACKS.
 AB5562'FOUND A CADT 2-1/4 INCH BRASS DISK STAMPED BM 35-A-92 SET FLUSH ON TOP
 AB5562'OF A CONCRETE DRAIN HEADWALL (1919), 110 FEET (33.5 M) NORTHEAST OF
 AB5562'POWER POLE NUMBER 7390, 70 FEET (21.3 M) EAST OF THE EAST EDGE OF AVE
 AB5562'AND 36 FEET (11.0 M) WEST OF 215 FWY RIGHT OF WAY FENCE.  REFERENCE
 AB5562'MWD FB 4205 06 014.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0356 ***********************************************************************
 HT0356  DESIGNATION -  35 A A CO
 HT0356  PID         -  HT0356
 HT0356  STATE/COUNTY-  CA/ALAMEDA
 HT0356  USGS QUAD   -  NEWARK (1997)
 HT0356
 HT0356                         *CURRENT SURVEY CONTROL
 HT0356  ___________________________________________________________________
 HT0356* NAD 83(1986)-  37 33 32.     (N)    122 00 29.     (W)     SCALED    
 HT0356* NAVD 88     -        17.64   (+/-2cm)      57.9    (feet)  VERTCON   
 HT0356  ___________________________________________________________________
 HT0356  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HT0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0356
 HT0356.The horizontal coordinates were scaled from a topographic map and have
 HT0356.an estimated accuracy of +/- 6 seconds.
 HT0356
 HT0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0356.The vertical order pertains to the NGVD 29 superseded value.
 HT0356
 HT0356.The geoid height was determined by GEOID03.
 HT0356
 HT0356;                    North         East    Units  Estimated Accuracy
 HT0356;SPC CA 3     -   618,590.    1,866,770.      MT  (+/- 180 meters Scaled)
 HT0356
 HT0356                          SUPERSEDED SURVEY CONTROL
 HT0356
 HT0356  NGVD 29 (??/??/92)   16.816  (m)           55.17   (f) ADJ UNCH    1 2
 HT0356
 HT0356.Superseded values are not recommended for survey control.
 HT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0356.See file dsdata.txt to determine how the superseded data were derived.
 HT0356
 HT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG876573(NAD 83)
 HT0356_MARKER: DD = SURVEY DISK
 HT0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0356_SP_SET: CURB
 HT0356_STAMPING: A 35 A
 HT0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0356
 HT0356  HISTORY     - Date     Condition        Report By
 HT0356  HISTORY     - UNK      MONUMENTED       CA-001
 HT0356  HISTORY     - 1954     GOOD             NGS
 HT0356  HISTORY     - 1960     GOOD             NGS
 HT0356
 HT0356                          STATION DESCRIPTION
 HT0356
 HT0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT0356'AT CENTERVILLE.
 HT0356'AT CENTERVILLE, AT THE T JUNCTION OF STATE HIGHWAY 17 (N. MAIN
 HT0356'STREET) AND CENTER AVENUE, IN THE TOP OF THE SOUTHWEST CURB OF
 HT0356'THE HIGHWAY, 13.0 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 HT0356'AVENUE, 2.0 FEET NORTHEAST OF A 4- BY 4-INCH POST SUPPORTING
 HT0356'A RAILROAD CROSSING 3 TRACKS SIGN, 0.3 FOOT SOUTHWEST OF THE
 HT0356'NORTHEAST EDGE OF THE CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE
 HT0356'HIGHWAY.
 HT0356
 HT0356                          STATION RECOVERY (1960)
 HT0356
 HT0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HT0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0355 ***********************************************************************
 HT0355  DESIGNATION -  35 A CO
 HT0355  PID         -  HT0355
 HT0355  STATE/COUNTY-  CA/ALAMEDA
 HT0355  USGS QUAD   -  NEWARK (1997)
 HT0355
 HT0355                         *CURRENT SURVEY CONTROL
 HT0355  ___________________________________________________________________
 HT0355* NAD 83(1986)-  37 33 32.     (N)    122 00 29.     (W)     SCALED    
 HT0355* NAVD 88     -        17.65   (+/-2cm)      57.9    (feet)  VERTCON   
 HT0355  ___________________________________________________________________
 HT0355  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 HT0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0355
 HT0355.The horizontal coordinates were scaled from a topographic map and have
 HT0355.an estimated accuracy of +/- 6 seconds.
 HT0355
 HT0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0355.The vertical order pertains to the NGVD 29 superseded value.
 HT0355
 HT0355.The geoid height was determined by GEOID03.
 HT0355
 HT0355;                    North         East    Units  Estimated Accuracy
 HT0355;SPC CA 3     -   618,590.    1,866,770.      MT  (+/- 180 meters Scaled)
 HT0355
 HT0355                          SUPERSEDED SURVEY CONTROL
 HT0355
 HT0355  NGVD 29 (??/??/92)   16.824  (m)           55.20   (f) ADJ UNCH    1 2
 HT0355
 HT0355.Superseded values are not recommended for survey control.
 HT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0355.See file dsdata.txt to determine how the superseded data were derived.
 HT0355
 HT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG876573(NAD 83)
 HT0355_MARKER: DB = BENCH MARK DISK
 HT0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0355_SP_SET: CURB
 HT0355_STAMPING: 35
 HT0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0355
 HT0355  HISTORY     - Date     Condition        Report By
 HT0355  HISTORY     - UNK      MONUMENTED       CGS
 HT0355  HISTORY     - 1954     GOOD             NGS
 HT0355  HISTORY     - 1960     GOOD             NGS
 HT0355
 HT0355                          STATION DESCRIPTION
 HT0355
 HT0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT0355'AT CENTERVILLE.
 HT0355'AT CENTERVILLE, AT THE T JUNCTION OF STATE HIGHWAY 17 (N. MAIN
 HT0355'STREET) AND WALTON AVENUE, IN THE TOP OF THE NORTHEAST CONCRETE
 HT0355'CURB OF THE HIGHWAY, 109.2 FEET NORTHWEST OF B.M. U 175=2632
 HT0355'(CALIF. GEOD. S.), 6.5 FEET NORTHWEST OF THE PROLONGATION OF THE
 HT0355'NORTHWEST CONCRETE CURB OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER
 HT0355'THAN THE HIGHWAY.
 HT0355
 HT0355                          STATION RECOVERY (1960)
 HT0355
 HT0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HT0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1274 ***********************************************************************
 JS1274  DESIGNATION -  35 B
 JS1274  PID         -  JS1274
 JS1274  STATE/COUNTY-  CA/SACRAMENTO
 JS1274  USGS QUAD   -  GALT (1980)
 JS1274
 JS1274                         *CURRENT SURVEY CONTROL
 JS1274  ___________________________________________________________________
 JS1274* NAD 83(1986)-  38 19 58.     (N)    121 20 10.     (W)     SCALED    
 JS1274* NAVD 88     -        11.502  (meters)      37.74   (feet)  ADJUSTED  
 JS1274  ___________________________________________________________________
 JS1274  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JS1274  DYNAMIC HT  -          11.495 (meters)      37.71  (feet)  COMP
 JS1274  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JS1274
 JS1274  VERT ORDER  -  FIRST     CLASS II
 JS1274
 JS1274.The horizontal coordinates were scaled from a topographic map and have
 JS1274.an estimated accuracy of +/- 6 seconds.
 JS1274
 JS1274.The orthometric height was determined by differential leveling
 JS1274.and adjusted in June 1991.
 JS1274
 JS1274.The geoid height was determined by GEOID03.
 JS1274
 JS1274.The dynamic height is computed by dividing the NAVD 88
 JS1274.geopotential number by the normal gravity value computed on the
 JS1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1274.degrees latitude (g = 980.6199 gals.).
 JS1274
 JS1274.The modeled gravity was interpolated from observed gravity values.
 JS1274
 JS1274;                    North         East    Units  Estimated Accuracy
 JS1274;SPC CA 2     -   574,160.    2,058,050.      MT  (+/- 180 meters Scaled)
 JS1274
 JS1274                          SUPERSEDED SURVEY CONTROL
 JS1274
 JS1274  NGVD 29 (??/??/92)   10.753  (m)           35.28   (f) ADJ UNCH    1 2
 JS1274
 JS1274.Superseded values are not recommended for survey control.
 JS1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1274.See file dsdata.txt to determine how the superseded data were derived.
 JS1274
 JS1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH454440(NAD 83)
 JS1274_MARKER: P = PIPE CAP
 JS1274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1274_SP_SET: SHALLOW-SET PIPE
 JS1274_STAMPING: 35 B 1901
 JS1274_MARK LOGO: USGS  
 JS1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1274+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JS1274
 JS1274  HISTORY     - Date     Condition        Report By
 JS1274  HISTORY     - 1901     MONUMENTED       USGS
 JS1274  HISTORY     - 1947     GOOD             NGS
 JS1274  HISTORY     - 1987     GOOD             NGS
 JS1274  HISTORY     - 20040708 GOOD             CADWR
 JS1274
 JS1274                          STATION DESCRIPTION
 JS1274
 JS1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JS1274'5.6 MI S FROM ELK GROVE.
 JS1274'ABOUT 5.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 JS1274'FROM THE STATION AT ELK GROVE, SET IN THE SOUTHWEST QUARTER OF
 JS1274'THE CROSSING AT THE ARNO SIDING, 44 FEET WEST OF THE WEST RAIL
 JS1274'OF THE MAIN TRACK, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JS1274'1.5 FEET EAST OF THE FENCE, A CAP RIVETED ON TOP OF A 3 1/2 INCH
 JS1274'IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND AND LEADING SLIGHTLY
 JS1274'TO THE NORTH.  WITNESS POST SET 1.5 FEET SOUTH OF STATION.
 JS1274
 JS1274                          STATION RECOVERY (1987)
 JS1274
 JS1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JS1274'RECOVERED IN GOOD CONDITION.
 JS1274
 JS1274                          STATION RECOVERY (2004)
 JS1274
 JS1274'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (DBW)
 JS1274'THE OLD DESCRIPTION IS ADEQUATE EXCEPT ADD-- ABOUT 1.0. NORTHERLY
 JS1274'ALONG DIRT ROAD FROM THE INTERSECTION OF NORTH STOCKTON BLVD. AND ARNO
 JS1274'ROAD TO INTERSECTION AT SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0376 ***********************************************************************
 DY0376  DESIGNATION -  35 C OF LB
 DY0376  PID         -  DY0376
 DY0376  STATE/COUNTY-  CA/LOS ANGELES
 DY0376  USGS QUAD   -  LONG BEACH (1981)
 DY0376
 DY0376                         *CURRENT SURVEY CONTROL
 DY0376  ___________________________________________________________________
 DY0376* NAD 83(1986)-  33 45 39.     (N)    118 08 48.     (W)     SCALED    
 DY0376* NAVD 88     -         5.82   (+/-2cm)      19.1    (feet)  VERTCON   
 DY0376  ___________________________________________________________________
 DY0376  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0376  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0376
 DY0376.The horizontal coordinates were scaled from a topographic map and have
 DY0376.an estimated accuracy of +/- 6 seconds.
 DY0376
 DY0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0376.The vertical order pertains to the NGVD 29 superseded value.
 DY0376
 DY0376.The geoid height was determined by GEOID03.
 DY0376
 DY0376;                    North         East    Units  Estimated Accuracy
 DY0376;SPC CA 5     -   528,940.    1,986,410.      MT  (+/- 180 meters Scaled)
 DY0376
 DY0376                          SUPERSEDED SURVEY CONTROL
 DY0376
 DY0376  NGVD 29 (??/??/92)    5.029  (m)           16.50   (f) ADJ UNCH    1 2
 DY0376
 DY0376.Superseded values are not recommended for survey control.
 DY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0376.See file dsdata.txt to determine how the superseded data were derived.
 DY0376
 DY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT938362(NAD 83)
 DY0376_MARKER: DD = SURVEY DISK
 DY0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0376_STAMPING: LBBM NO 35
 DY0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0376+STABILITY: SURFACE MOTION
 DY0376
 DY0376  HISTORY     - Date     Condition        Report By
 DY0376  HISTORY     - UNK      MONUMENTED       CA1970
 DY0376  HISTORY     - 1954     GOOD             NGS
 DY0376  HISTORY     - 1964     GOOD             NGS
 DY0376
 DY0376                          STATION DESCRIPTION
 DY0376
 DY0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0376'AT LONG BEACH.
 DY0376'AT LONG BEACH, 1.3 MILES SOUTH ALONG XIMENO AVENUE FROM THE
 DY0376'INTERSECTION OF ANAHEIM STREET, 0.25 MILE EAST OF THE JUNCTION
 DY0376'OF LIVINGSTON DRIVE AND TERMINO AVENUE, AT THE NORTHWEST CORNER
 DY0376'OF THE JUNCTION OF LIVINGSTON DRIVE, 13.3 FEET NORTH OF THE
 DY0376'NORTH CURB OF THE DRIVE, 3.2 FEET WEST OF THE WEST CURB OF THE
 DY0376'AVENUE, 0.9 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK, 0.9 FOOT
 DY0376'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST, ACCESS TO
 DY0376'WHICH IS HAD THROUGH A 5-INCH PIPE WITH AN IRON COVER UNMARKED.
 DY0376
 DY0376                          STATION RECOVERY (1964)
 DY0376
 DY0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3655 ***********************************************************************
 HS3655  DESIGNATION -  35 CC CO
 HS3655  PID         -  HS3655
 HS3655  STATE/COUNTY-  CA/CONTRA COSTA
 HS3655  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3655
 HS3655                         *CURRENT SURVEY CONTROL
 HS3655  ___________________________________________________________________
 HS3655* NAD 83(1986)-  37 50 05.     (N)    121 36 32.     (W)     SCALED    
 HS3655* NAVD 88     -         6.01   (+/-2cm)      19.7    (feet)  VERTCON   
 HS3655  ___________________________________________________________________
 HS3655  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HS3655  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3655
 HS3655.The horizontal coordinates were scaled from a topographic map and have
 HS3655.an estimated accuracy of +/- 6 seconds.
 HS3655
 HS3655.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3655.The vertical order pertains to the NGVD 29 superseded value.
 HS3655
 HS3655.The geoid height was determined by GEOID03.
 HS3655
 HS3655;                    North         East    Units  Estimated Accuracy
 HS3655;SPC CA 3     -   648,710.    1,902,390.      MT  (+/- 180 meters Scaled)
 HS3655
 HS3655                          SUPERSEDED SURVEY CONTROL
 HS3655
 HS3655  NGVD 29 (??/??/92)    5.284  (m)           17.34   (f) ADJ UNCH    1 2
 HS3655
 HS3655.Superseded values are not recommended for survey control.
 HS3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3655.See file dsdata.txt to determine how the superseded data were derived.
 HS3655
 HS3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG224883(NAD 83)
 HS3655_MARKER: DB = BENCH MARK DISK
 HS3655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3655_SP_SET: BRIDGE
 HS3655_STAMPING: 17.68 35
 HS3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3655
 HS3655  HISTORY     - Date     Condition        Report By
 HS3655  HISTORY     - UNK      MONUMENTED       CA-013
 HS3655  HISTORY     - 1957     GOOD             NGS
 HS3655  HISTORY     - 1963     GOOD             NGS
 HS3655
 HS3655                          STATION DESCRIPTION
 HS3655
 HS3655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3655'2.9 MI SE FROM BYRON.
 HS3655'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3655'FROM THE POST OFFICE AT BYRON, IN R3E T1S, IN THE NORTHEAST
 HS3655'QUARTER OF SECTION 23, AT CONCRETE HIGHWAY BRIDGE 127+00 OVER
 HS3655'BRUSHY CREEK, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HS3655'CONCRETE HEAD WALL, 20 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 HS3655'BYRON HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HS3655
 HS3655                          STATION RECOVERY (1963)
 HS3655
 HS3655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0059 ***********************************************************************
 DY0059  DESIGNATION -  35 DPW
 DY0059  PID         -  DY0059
 DY0059  STATE/COUNTY-  CA/ORANGE
 DY0059  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0059
 DY0059                         *CURRENT SURVEY CONTROL
 DY0059  ___________________________________________________________________
 DY0059* NAD 83(1986)-  33 47 44.     (N)    118 02 57.     (W)     SCALED    
 DY0059* NAVD 88     -         8.14   (+/-2cm)      26.7    (feet)  VERTCON   
 DY0059  ___________________________________________________________________
 DY0059  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DY0059  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0059
 DY0059.The horizontal coordinates were scaled from a topographic map and have
 DY0059.an estimated accuracy of +/- 6 seconds.
 DY0059
 DY0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0059.The vertical order pertains to the NGVD 29 superseded value.
 DY0059
 DY0059.The geoid height was determined by GEOID03.
 DY0059
 DY0059;                    North         East    Units  Estimated Accuracy
 DY0059;SPC CA 6     -   682,090.    1,833,400.      MT  (+/- 180 meters Scaled)
 DY0059
 DY0059                          SUPERSEDED SURVEY CONTROL
 DY0059
 DY0059  NGVD 29 (??/??/92)    7.428  (m)           24.37   (f) ADJ UNCH    1 2
 DY0059
 DY0059.Superseded values are not recommended for survey control.
 DY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0059.See file dsdata.txt to determine how the superseded data were derived.
 DY0059
 DY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT028399(NAD 83)
 DY0059_MARKER: N = NAIL
 DY0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0059_SP_SET: CURB
 DY0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0059
 DY0059  HISTORY     - Date     Condition        Report By
 DY0059  HISTORY     - UNK      MONUMENTED       CA1980
 DY0059  HISTORY     - 1945     GOOD             NGS
 DY0059  HISTORY     - 1958     GOOD             NGS
 DY0059
 DY0059                          STATION DESCRIPTION
 DY0059
 DY0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0059'AT LOS ALAMITOS NAS.
 DY0059'AT THE LOS ALAMITOS NAVAL AUX. AIR STATION, SET IN THE NORTH
 DY0059'CURB AT THE EAST END OF SARATOGA AVENUE, 80.5 FEET SOUTHEAST
 DY0059'OF THE SOUTHEAST CORNER OF BUILDING NO. 56, 22 FEET NORTH OF
 DY0059'A IRON LIGHT POLE, 0.5 FOOT WEST OF THE EAST END OF CURB.  IRON
 DY0059'NAIL IN LEADED HOLE.
 DY0059
 DY0059                          STATION RECOVERY (1958)
 DY0059
 DY0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2237 ***********************************************************************
 EV2237  DESIGNATION -  35 FMK
 EV2237  PID         -  EV2237
 EV2237  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2237  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2237
 EV2237                         *CURRENT SURVEY CONTROL
 EV2237  ___________________________________________________________________
 EV2237* NAD 83(1986)-  34 59 36.     (N)    117 33 05.     (W)     SCALED    
 EV2237* NAVD 88     -       755.917  (meters)    2480.04   (feet)  ADJUSTED  
 EV2237  ___________________________________________________________________
 EV2237  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2237  DYNAMIC HT  -         755.064 (meters)    2477.24  (feet)  COMP
 EV2237  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 EV2237
 EV2237  VERT ORDER  -  FIRST     CLASS I
 EV2237
 EV2237.The horizontal coordinates were scaled from a topographic map and have
 EV2237.an estimated accuracy of +/- 6 seconds.
 EV2237
 EV2237.The orthometric height was determined by differential leveling
 EV2237.and adjusted in June 1991.
 EV2237
 EV2237.The geoid height was determined by GEOID03.
 EV2237
 EV2237.The dynamic height is computed by dividing the NAVD 88
 EV2237.geopotential number by the normal gravity value computed on the
 EV2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2237.degrees latitude (g = 980.6199 gals.).
 EV2237
 EV2237.The modeled gravity was interpolated from observed gravity values.
 EV2237
 EV2237;                    North         East    Units  Estimated Accuracy
 EV2237;SPC CA 5     -   665,740.    2,040,950.      MT  (+/- 180 meters Scaled)
 EV2237
 EV2237                          SUPERSEDED SURVEY CONTROL
 EV2237
 EV2237  NGVD 29 (??/??/92)  755.121  (m)         2477.43   (f) ADJ UNCH    1 1
 EV2237
 EV2237.Superseded values are not recommended for survey control.
 EV2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2237.See file dsdata.txt to determine how the superseded data were derived.
 EV2237
 EV2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU496724(NAD 83)
 EV2237_MARKER: DD = SURVEY DISK
 EV2237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2237_SP_SET: 10 FEET
 EV2237_STAMPING: 35 FMK 1973
 EV2237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2237
 EV2237  HISTORY     - Date     Condition        Report By
 EV2237  HISTORY     - 1973     MONUMENTED       USGS
 EV2237  HISTORY     - 1974     GOOD             NGS
 EV2237  HISTORY     - 1977     GOOD             NGS
 EV2237
 EV2237                          STATION DESCRIPTION
 EV2237
 EV2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2237'5.6 MI E FROM BORON.
 EV2237'5.65 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2237'FROM THE STATION AT BORON, 77.6 FEET NORTH OF THE NORTH RAIL,
 EV2237'67.0 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE BASE OF SEMAPHORE
 EV2237'7781, 59.3 FEET NORTH OF THE NORTHEAST CORNER OF A METAL SIGNAL
 EV2237'CONTROL BOX, 5 1/2 FEET EAST-NORTH EAST OF A TELEPHONE POLE WITH
 EV2237'A GUY WIRE AND STEEL PEGS, 41 FEET NORTH OF THE CENTER LINE OF A
 EV2237'DIRT ROAD, ABOUT 5 FEET LOWER THAN THE TRACK, A DISK ON THE TOP
 EV2237'OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER
 EV2237'PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING
 EV2237'0.3 FOOT ABOVE THE GROUND.  SECTION 6, T10N, R6W
 EV2237
 EV2237                          STATION RECOVERY (1977)
 EV2237
 EV2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0043 ***********************************************************************
 JT0043  DESIGNATION -  35 GWM
 JT0043  PID         -  JT0043
 JT0043  STATE/COUNTY-  CA/NAPA
 JT0043  USGS QUAD   -  BROOKS (1992)
 JT0043
 JT0043                         *CURRENT SURVEY CONTROL
 JT0043  ___________________________________________________________________
 JT0043* NAD 83(1986)-  38 43 05.     (N)    122 14 45.     (W)     SCALED    
 JT0043* NAVD 88     -       369.42   (+/-2cm)    1212.0    (feet)  VERTCON   
 JT0043  ___________________________________________________________________
 JT0043  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JT0043  VERT ORDER  -  THIRD (See Below)
 JT0043
 JT0043.The horizontal coordinates were scaled from a topographic map and have
 JT0043.an estimated accuracy of +/- 6 seconds.
 JT0043
 JT0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0043.The vertical order pertains to the NGVD 29 superseded value.
 JT0043
 JT0043.The geoid height was determined by GEOID03.
 JT0043
 JT0043;                    North         East    Units  Estimated Accuracy
 JT0043;SPC CA 2     -   616,740.    1,978,620.      MT  (+/- 180 meters Scaled)
 JT0043
 JT0043                          SUPERSEDED SURVEY CONTROL
 JT0043
 JT0043  NGVD 29 (??/??/??)  368.59   (m)         1209.3    (f) RESET       3  
 JT0043
 JT0043.Superseded values are not recommended for survey control.
 JT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0043.See file dsdata.txt to determine how the superseded data were derived.
 JT0043
 JT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH655857(NAD 83)
 JT0043_MARKER: DD = SURVEY DISK
 JT0043_SETTING: 66 = SET IN ROCK OUTCROP
 JT0043_SP_SET: ROCK OUTCROP
 JT0043_STAMPING: 35 GWM 1942 1209
 JT0043_MARK LOGO: USGS  
 JT0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT0043+STABILITY: POSITION/ELEVATION WELL
 JT0043
 JT0043  HISTORY     - Date     Condition        Report By
 JT0043  HISTORY     - 1942     MONUMENTED       USGS
 JT0043  HISTORY     - 1966     GOOD             CGS
 JT0043
 JT0043                          STATION DESCRIPTION
 JT0043
 JT0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0043'30.4 MI SE FROM LOWER LAKE.
 JT0043'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0043'OFFICE AT LOWER LAKE, THENCE 14.8 MILES SOUTHEAST ALONG
 JT0043'BERRYESSA-KNOXVILLE ROAD, THENCE 1.35 MILES EAST ALONG OLD TOLL
 JT0043'ROAD, IN A SADDLE ON THE SOUTH SIDE OF A RIDGE, IN THE TOP OF AN
 JT0043'OUTCROP, 12 FEET SOUTH OF THE CENTER LINE OF A VERY DIM ROAD, 0.6
 JT0043'FOOT EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1792 ***********************************************************************
 DY1792  DESIGNATION -  35 H LADPW
 DY1792  PID         -  DY1792
 DY1792  STATE/COUNTY-  CA/LOS ANGELES
 DY1792  USGS QUAD   -  TORRANCE (1981)
 DY1792
 DY1792                         *CURRENT SURVEY CONTROL
 DY1792  ___________________________________________________________________
 DY1792* NAD 83(1986)-  33 47 11.     (N)    118 15 45.     (W)     SCALED    
 DY1792* NAVD 88     -        11.51   (+/-2cm)      37.8    (feet)  VERTCON   
 DY1792  ___________________________________________________________________
 DY1792  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1792  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1792
 DY1792.The horizontal coordinates were scaled from a topographic map and have
 DY1792.an estimated accuracy of +/- 6 seconds.
 DY1792
 DY1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1792.The vertical order pertains to the NGVD 29 superseded value.
 DY1792
 DY1792.The geoid height was determined by GEOID03.
 DY1792
 DY1792;                    North         East    Units  Estimated Accuracy
 DY1792;SPC CA 5     -   531,800.    1,975,690.      MT  (+/- 180 meters Scaled)
 DY1792
 DY1792                          SUPERSEDED SURVEY CONTROL
 DY1792
 DY1792  NGVD 29 (??/??/92)   10.719  (m)           35.17   (f) ADJ UNCH    1 2
 DY1792
 DY1792.Superseded values are not recommended for survey control.
 DY1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1792.See file dsdata.txt to determine how the superseded data were derived.
 DY1792
 DY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT831391(NAD 83)
 DY1792_MARKER: DD = SURVEY DISK
 DY1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1792_STAMPING: 40.14 35 H
 DY1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1792+STABILITY: SURFACE MOTION
 DY1792
 DY1792  HISTORY     - Date     Condition        Report By
 DY1792  HISTORY     - UNK      MONUMENTED       CA1980
 DY1792  HISTORY     - 1941     GOOD             NGS
 DY1792
 DY1792                          STATION DESCRIPTION
 DY1792
 DY1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY1792'AT WILMINGTON.
 DY1792'BENCH MARK IS AT THE NORTHWEST CORNER OF INTERSECTION OF AVALON
 DY1792'BLVD. WITH L. ST. IT IS AT THE NORTH END OF SMALL BLOCK OF
 DY1792'LAWN BETWEEN THE TWO AVALON ENTRANCES TO A SERVICE STATION.
 DY1792'IT IS 41.0 FEET NORTH OF NOTH CURB LINE OF W.L STREET.  IT IS
 DY1792'2.0 FEET WEST OF EDGE OF WEST CURB OF AVALON BLVD.  MONUMENT IS
 DY1792'FLUSH.  A CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS STANDARD
 DY1792'DISK, STAMPED 40.14 35 H AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0843 ***********************************************************************
 JT0843  DESIGNATION -  35 M
 JT0843  PID         -  JT0843
 JT0843  STATE/COUNTY-  CA/SONOMA
 JT0843  USGS QUAD   -  SANTA ROSA (1994)
 JT0843
 JT0843                         *CURRENT SURVEY CONTROL
 JT0843  ___________________________________________________________________
 JT0843* NAD 83(1986)-  38 25 37.     (N)    122 44 27.     (W)     SCALED    
 JT0843* NAVD 88     -        38.48   (+/-2cm)     126.2    (feet)  VERTCON   
 JT0843  ___________________________________________________________________
 JT0843  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT0843  VERT ORDER  -  THIRD (See Below)
 JT0843
 JT0843.The horizontal coordinates were scaled from a topographic map and have
 JT0843.an estimated accuracy of +/- 6 seconds.
 JT0843
 JT0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0843.The vertical order pertains to the NGVD 29 superseded value.
 JT0843
 JT0843.The geoid height was determined by GEOID03.
 JT0843
 JT0843;                    North         East    Units  Estimated Accuracy
 JT0843;SPC CA 2     -   584,660.    1,935,310.      MT  (+/- 180 meters Scaled)
 JT0843
 JT0843                          SUPERSEDED SURVEY CONTROL
 JT0843
 JT0843  NGVD 29 (??/??/??)   37.63   (m)          123.5    (f) RESET       3  
 JT0843
 JT0843.Superseded values are not recommended for survey control.
 JT0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0843.See file dsdata.txt to determine how the superseded data were derived.
 JT0843
 JT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH226532(NAD 83)
 JT0843_MARKER: DB = BENCH MARK DISK
 JT0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0843_SP_SET: CURB
 JT0843_STAMPING: 122 35 M 1933
 JT0843_MARK LOGO: USGS  
 JT0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0843
 JT0843  HISTORY     - Date     Condition        Report By
 JT0843  HISTORY     - 1933     MONUMENTED       USGS
 JT0843  HISTORY     - 1960     GOOD             CGS
 JT0843
 JT0843                          STATION DESCRIPTION
 JT0843
 JT0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT0843'2.2 MI SW FROM SANTA ROSA.
 JT0843'0.4 MILE SOUTH ALONG SANTA ROSA AVENUE FROM THE SONOMA COUNTY
 JT0843'COURTHOUSE IN SANTA ROSA, THENCE 1.8 MILES WEST ALONG SEBASTOPOL
 JT0843'ROAD (STATE HIGHWAY 12), AT THE STONY POINT ROAD INTERSECTION,
 JT0843'85 FEET EAST OF THE CENTERLINE OF STONY POINT ROAD, 21 FEET SOUTH
 JT0843'OF THE CENTERLINE OF SEBASTOPOL ROAD, 5.5 FEET WEST OF A POWERLINE
 JT0843'POLE, 1.3 FEET SOUTH OF A CONCRETE CURBING, AT THE NORTH EDGE OF A
 JT0843'PAVED AREA OCCUPIED BY A SERVICE STATION, A U.S. GEOLOGICAL
 JT0843'SURVEY DISK 0.8 FOOT BELOW THE PAVED SURFACE AND PROTECTED BY AN
 JT0843'8-INCH IRON CYLINDER WITH A COVER THAT IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1769 ***********************************************************************
 DY1769  DESIGNATION -  35 UOCO
 DY1769  PID         -  DY1769
 DY1769  STATE/COUNTY-  CA/LOS ANGELES
 DY1769  USGS QUAD   -  TORRANCE (1981)
 DY1769
 DY1769                         *CURRENT SURVEY CONTROL
 DY1769  ___________________________________________________________________
 DY1769* NAD 83(1986)-  33 46 42.     (N)    118 17 22.     (W)     SCALED    
 DY1769* NAVD 88     -        13.73   (+/-2cm)      45.0    (feet)  VERTCON   
 DY1769  ___________________________________________________________________
 DY1769  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1769  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1769
 DY1769.The horizontal coordinates were scaled from a topographic map and have
 DY1769.an estimated accuracy of +/- 6 seconds.
 DY1769
 DY1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1769.The vertical order pertains to the NGVD 29 superseded value.
 DY1769
 DY1769.The geoid height was determined by GEOID03.
 DY1769
 DY1769;                    North         East    Units  Estimated Accuracy
 DY1769;SPC CA 5     -   530,910.    1,973,190.      MT  (+/- 180 meters Scaled)
 DY1769
 DY1769                          SUPERSEDED SURVEY CONTROL
 DY1769
 DY1769  NGVD 29 (??/??/92)   12.965  (m)           42.54   (f) ADJ UNCH    1 2
 DY1769
 DY1769.Superseded values are not recommended for survey control.
 DY1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1769.See file dsdata.txt to determine how the superseded data were derived.
 DY1769
 DY1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806383(NAD 83)
 DY1769_MARKER: DD = SURVEY DISK
 DY1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1769_STAMPING: MON 35 ELEV 45.53 LS 1968
 DY1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1769+STABILITY: SURFACE MOTION
 DY1769
 DY1769  HISTORY     - Date     Condition        Report By
 DY1769  HISTORY     - UNK      MONUMENTED       UOCO
 DY1769  HISTORY     - 1945     GOOD             NGS
 DY1769  HISTORY     - 1963     MARK NOT FOUND   UOCO
 DY1769
 DY1769                          STATION DESCRIPTION
 DY1769
 DY1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1769'1.6 MI W FROM WILMINGTON.
 DY1769'ABOUT 1.6 MILES WEST ALONG ANAHEIM STREET FROM THE INTERSECTION
 DY1769'OF AVALON BOULEVARD AND ANAHEIM STREET IN WILMINGTON, 30.0
 DY1769'FEET SOUTH OF THE CENTERLINE OF ANAHEIM STREET, 209 FEET WEST
 DY1769'OF TENTH STREET LEADING INTO THE UNION OIL REFINERY AND IS ABOUT
 DY1769'0.25 FOOT LOWER THAN THE STREET SURFACE.  59.9 FEET SOUTH
 DY1769'OF POWER POLE NO. 100981M.  A UNION OIL CO. STANDARD DISK,
 DY1769'STAMPED MON 35 ELEV 45.53 LS 1968 AND SET IN THE TOP OF A
 DY1769'CONCRETE POST.
 DY1769
 DY1769                          STATION RECOVERY (1963)
 DY1769
 DY1769'RECOVERY NOTE BY UNION OIL COMPANY 1963
 DY1769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0824 ***********************************************************************
 JS0824  DESIGNATION -  35 USE
 JS0824  PID         -  JS0824
 JS0824  STATE/COUNTY-  CA/SACRAMENTO
 JS0824  USGS QUAD   -  CARMICHAEL (1992)
 JS0824
 JS0824                         *CURRENT SURVEY CONTROL
 JS0824  ___________________________________________________________________
 JS0824* NAD 83(1986)-  38 35 32.     (N)    121 17 45.     (W)     SCALED    
 JS0824* NAVD 88     -        29.20   (+/-2cm)      95.8    (feet)  VERTCON   
 JS0824  ___________________________________________________________________
 JS0824  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 JS0824  VERT ORDER  -  THIRD (See Below)
 JS0824
 JS0824.The horizontal coordinates were scaled from a topographic map and have
 JS0824.an estimated accuracy of +/- 6 seconds.
 JS0824
 JS0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0824.The vertical order pertains to the NGVD 29 superseded value.
 JS0824
 JS0824.The geoid height was determined by GEOID03.
 JS0824
 JS0824;                    North         East    Units  Estimated Accuracy
 JS0824;SPC CA 2     -   602,980.    2,061,340.      MT  (+/- 180 meters Scaled)
 JS0824
 JS0824                          SUPERSEDED SURVEY CONTROL
 JS0824
 JS0824  NGVD 29 (??/??/??)   28.45   (m)           93.3    (f) RESET       3  
 JS0824
 JS0824.Superseded values are not recommended for survey control.
 JS0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0824.See file dsdata.txt to determine how the superseded data were derived.
 JS0824
 JS0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH484729(NAD 83)
 JS0824_MARKER: P = PIPE CAP
 JS0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0824_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0824_STAMPING: 96.2 35
 JS0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0824
 JS0824  HISTORY     - Date     Condition        Report By
 JS0824  HISTORY     - UNK      MONUMENTED       DOD
 JS0824  HISTORY     - 1967     GOOD             NGS
 JS0824  HISTORY     - 20040412 MARK NOT FOUND   CADT
 JS0824
 JS0824                          STATION DESCRIPTION
 JS0824
 JS0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JS0824'7.7 MI SW FROM NATOMA.
 JS0824'7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM NATOMA, SACRAMENTO
 JS0824'COUNTY, 6.4 MILES NORTHEAST OF THE HIGHWAY JUNCTION AT PERKINS, 0.9
 JS0824'MILE NORTHEAST OF THE VILLAGE OF MILLS AND THE JUNCTION OF THE
 JS0824'ROAD LEADING TO MATHER FIELD, 0.4 MILE NORTHEAST OF SOUTHERN
 JS0824'PACIFIC CO. RAILROAD MILEPOST 102, 135 FEET NORTHEAST OF THE
 JS0824'JUNCTION OF A DRIVE LEADING NORTHWEST TO A FARM HOME (FORMERLY
 JS0824'THE PROPERTY OF ANTONIO FRANCIS), 32 FEET SOUTHEAST OF THE CENTERLINE
 JS0824'OF THE HIGHWAY, AND 37.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 JS0824'THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 JS0824'96.2 35 AND RIVETED ON THE TOP OF AN IRON PIPE SET IN A TILE FILLED
 JS0824'WITH CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 JS0824
 JS0824                          STATION RECOVERY (2004)
 JS0824
 JS0824'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0824'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3135 ***********************************************************************
 HS3135  DESIGNATION -  35 USGS
 HS3135  PID         -  HS3135
 HS3135  STATE/COUNTY-  CA/SANTA CLARA
 HS3135  USGS QUAD   -  SAN JOSE WEST (1980)
 HS3135
 HS3135                         *CURRENT SURVEY CONTROL
 HS3135  ___________________________________________________________________
 HS3135* NAD 83(1986)-  37 16 20.     (N)    121 57 16.     (W)     SCALED    
 HS3135* NAVD 88     -        69.31   (+/-2cm)     227.4    (feet)  VERTCON   
 HS3135  ___________________________________________________________________
 HS3135  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HS3135  VERT ORDER  -  THIRD (See Below)
 HS3135
 HS3135.The horizontal coordinates were scaled from a topographic map and have
 HS3135.an estimated accuracy of +/- 6 seconds.
 HS3135
 HS3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3135.The vertical order pertains to the NGVD 29 superseded value.
 HS3135
 HS3135.The geoid height was determined by GEOID03.
 HS3135
 HS3135;                    North         East    Units  Estimated Accuracy
 HS3135;SPC CA 3     -   586,700.    1,871,010.      MT  (+/- 180 meters Scaled)
 HS3135
 HS3135                          SUPERSEDED SURVEY CONTROL
 HS3135
 HS3135  NGVD 29 (??/??/??)   68.47   (m)          224.6    (f) RESET       3  
 HS3135
 HS3135.Superseded values are not recommended for survey control.
 HS3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3135.See file dsdata.txt to determine how the superseded data were derived.
 HS3135
 HS3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG926255(NAD 83)
 HS3135_MARKER: DD = SURVEY DISK
 HS3135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3135_SP_SET: CULVERT ABUTMENT
 HS3135_STAMPING: 35 SF 225 1908
 HS3135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3135
 HS3135  HISTORY     - Date     Condition        Report By
 HS3135  HISTORY     - 1908     MONUMENTED       USGS
 HS3135  HISTORY     - 1954     GOOD             NGS
 HS3135  HISTORY     - 1960     MARK NOT FOUND   NGS
 HS3135
 HS3135                          STATION DESCRIPTION
 HS3135
 HS3135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS3135'1.1 MI SW FROM CAMPBELL.
 HS3135'1.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3135'FROM THE STATION AT CAMPBELL, ABOUT 3 1/2 POLES NORTHEAST OF
 HS3135'MILEPOLE 52, NEAR THE T JUNCTION OF SANTA CLARA-LOS GATOS ROAD
 HS3135'AND SUNNY OAKS AVENUE, AT 2- BY 10-FOOT WOODEN CULVERT 51.87,
 HS3135'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT,
 HS3135'5.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER
 HS3135'THAN THE TRACK.
 HS3135
 HS3135                          STATION RECOVERY (1960)
 HS3135
 HS3135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HS3135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1194 ***********************************************************************
 HT1194  DESIGNATION -  35 USN
 HT1194  PID         -  HT1194
 HT1194  STATE/COUNTY-  CA/SANTA CLARA
 HT1194  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1194
 HT1194                         *CURRENT SURVEY CONTROL
 HT1194  ___________________________________________________________________
 HT1194* NAD 83(1986)-  37 24 49.     (N)    122 03 19.     (W)     SCALED    
 HT1194* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 HT1194  ___________________________________________________________________
 HT1194  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1194  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1194
 HT1194.The horizontal coordinates were scaled from a topographic map and have
 HT1194.an estimated accuracy of +/- 6 seconds.
 HT1194
 HT1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1194.The vertical order pertains to the NGVD 29 superseded value.
 HT1194
 HT1194.The geoid height was determined by GEOID03.
 HT1194
 HT1194;                    North         East    Units  Estimated Accuracy
 HT1194;SPC CA 3     -   602,540.    1,862,330.      MT  (+/- 180 meters Scaled)
 HT1194
 HT1194                          SUPERSEDED SURVEY CONTROL
 HT1194
 HT1194  NGVD 29 (??/??/92)    5.342  (m)           17.53   (f) ADJ UNCH    1 2
 HT1194
 HT1194.Superseded values are not recommended for survey control.
 HT1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1194.See file dsdata.txt to determine how the superseded data were derived.
 HT1194
 HT1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG836411(NAD 83)
 HT1194_MARKER: Z = SEE DESCRIPTION
 HT1194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1194_SP_SET: CONCRETE FLOOR
 HT1194_STAMPING: 35
 HT1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1194
 HT1194  HISTORY     - Date     Condition        Report By
 HT1194  HISTORY     - UNK      MONUMENTED       DOD
 HT1194  HISTORY     - 1954     GOOD             NGS
 HT1194  HISTORY     - 1967     GOOD             NGS
 HT1194
 HT1194                          STATION DESCRIPTION
 HT1194
 HT1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1194'AT MOFFETT FIELD.
 HT1194'AT MOFFETT FIELD, ON BUSHNELL ROAD BETWEEN CUMMINGS AND SAYRE
 HT1194'AVENUES, AT HANGAR NO. 1 (FORMER DIRIGIBLE HANGAR), AT THE
 HT1194'CENTER OF THE NORTH ENTRANCE, IN THE TOP OF THE CONCRETE FLOOR,
 HT1194'AND MIDWAY BETWEEN THE STEEL RAILS OF THE DOOR TRACKS.
 HT1194
 HT1194                          STATION RECOVERY (1967)
 HT1194
 HT1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0267 ***********************************************************************
 HT0267  DESIGNATION -  35+40 USE
 HT0267  PID         -  HT0267
 HT0267  STATE/COUNTY-  CA/ALAMEDA
 HT0267  USGS QUAD   -  SAN LEANDRO (1993)
 HT0267
 HT0267                         *CURRENT SURVEY CONTROL
 HT0267  ___________________________________________________________________
 HT0267* NAD 83(1986)-  37 43 50.     (N)    122 12 37.     (W)     SCALED    
 HT0267* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 HT0267  ___________________________________________________________________
 HT0267  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HT0267  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0267
 HT0267.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0267
 HT0267.The horizontal coordinates were scaled from a topographic map and have
 HT0267.an estimated accuracy of +/- 6 seconds.
 HT0267
 HT0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0267.The vertical order pertains to the NGVD 29 superseded value.
 HT0267
 HT0267.The geoid height was determined by GEOID03.
 HT0267
 HT0267;                    North         East    Units  Estimated Accuracy
 HT0267;SPC CA 3     -   637,950.    1,849,250.      MT  (+/- 180 meters Scaled)
 HT0267
 HT0267                          SUPERSEDED SURVEY CONTROL
 HT0267
 HT0267  NGVD 29 (??/??/92)    0.09   (m)            0.3    (f) COMPUTED    1 2
 HT0267
 HT0267.Superseded values are not recommended for survey control.
 HT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0267.See file dsdata.txt to determine how the superseded data were derived.
 HT0267
 HT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG695762(NAD 83)
 HT0267_MARKER: P = PIPE CAP
 HT0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0267
 HT0267  HISTORY     - Date     Condition        Report By
 HT0267  HISTORY     - UNK      MONUMENTED       DOD
 HT0267  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0267  HISTORY     - 1963     GOOD             NGS
 HT0267
 HT0267                          STATION DESCRIPTION
 HT0267
 HT0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0267'AT OAKLAND MUN AIRPORT.
 HT0267'AT OAKLAND MUNICIPAL AIRPORT, 455 FEET NORTHEAST OF THE CENTER
 HT0267'OF THE NEW AND NORTHWEST-AND-SOUTHEAST RUNWAY, 53 FEET
 HT0267'SOUTHWEST OF THE CENTER OF A NORTHWEST-AND-SOUTHEAST TAXIWAY,
 HT0267'33 FEET EAST OF THE CORNER OF A CONCRETE GRILL OVER A DRAIN,
 HT0267'AND 1.5 FEET SOUTH OF A RED AND WHITE WITNESS POST.  A 1-3/4-INCH
 HT0267'IRON PIPE SET IN CONCRETE (NO CAP.)
 HT0267
 HT0267                          STATION RECOVERY (1963)
 HT0267
 HT0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4231 ***********************************************************************
 GU4231  DESIGNATION -  35.89=98
 GU4231  PID         -  GU4231
 GU4231  STATE/COUNTY-  CA/SANTA CRUZ
 GU4231  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4231
 GU4231                         *CURRENT SURVEY CONTROL
 GU4231  ___________________________________________________________________
 GU4231* NAD 83(1986)-  36 56 16.     (N)    121 48 25.     (W)     SCALED    
 GU4231* NAVD 88     -        11.823  (meters)      38.79   (feet)  ADJUSTED  
 GU4231  ___________________________________________________________________
 GU4231  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GU4231  DYNAMIC HT  -          11.814 (meters)      38.76  (feet)  COMP
 GU4231  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 GU4231
 GU4231  VERT ORDER  -  FIRST     CLASS II
 GU4231
 GU4231.The horizontal coordinates were scaled from a topographic map and have
 GU4231.an estimated accuracy of +/- 6 seconds.
 GU4231
 GU4231.The orthometric height was determined by differential leveling
 GU4231.and adjusted in February 1993.
 GU4231
 GU4231.The geoid height was determined by GEOID03.
 GU4231
 GU4231.The dynamic height is computed by dividing the NAVD 88
 GU4231.geopotential number by the normal gravity value computed on the
 GU4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4231.degrees latitude (g = 980.6199 gals.).
 GU4231
 GU4231.The modeled gravity was interpolated from observed gravity values.
 GU4231
 GU4231;                    North         East    Units  Estimated Accuracy
 GU4231;SPC CA 3     -   549,400.    1,883,570.      MT  (+/- 180 meters Scaled)
 GU4231
 GU4231                          SUPERSEDED SURVEY CONTROL
 GU4231
 GU4231  NGVD 29 (10/21/93)   10.991  (m)           36.06   (f) ADJUSTED    1 2
 GU4231
 GU4231.Superseded values are not recommended for survey control.
 GU4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4231.See file dsdata.txt to determine how the superseded data were derived.
 GU4231
 GU4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF062886(NAD 83)
 GU4231_MARKER: DD = SURVEY DISK
 GU4231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4231_SP_SET: CONCRETE POST
 GU4231_STAMPING: BV.3 35.89
 GU4231_MARK LOGO: CA-087
 GU4231_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4231+STABILITY: SURFACE MOTION
 GU4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4231+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4231
 GU4231  HISTORY     - Date     Condition        Report By
 GU4231  HISTORY     - UNK      MONUMENTED       CA-087
 GU4231  HISTORY     - 19900417 GOOD             NGS
 GU4231
 GU4231                          STATION DESCRIPTION
 GU4231
 GU4231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4231'0.9 KM (0.6 MI) NORTHWESTERLY ALONG FREEDOM BOULEVARD FROM ITS
 GU4231'INTERSECTION WITH GREEN VALLEY ROAD IN FREEDOM, THENCE 2.7 KM
 GU4231'(1.7 MI) WESTERLY ALONG BUENA VISTA DRIVE TO ITS JUNCTION WITH LARKIN
 GU4231'VALLEY ROAD, 11.6 M (38.1 FT) NORTH OF THE CENTER OF THE DRIVE, 7.0 M
 GU4231'(23.0 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 0.3 M (1.0 FT)
 GU4231'NORTH OF THE NORTH CORNER OF A CATCH BASIN, AND LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1742 ***********************************************************************
 JS1742  DESIGNATION -  350 N USE
 JS1742  PID         -  JS1742
 JS1742  STATE/COUNTY-  CA/SACRAMENTO
 JS1742  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1742
 JS1742                         *CURRENT SURVEY CONTROL
 JS1742  ___________________________________________________________________
 JS1742* NAD 83(1986)-  38 06 10.     (N)    121 34 46.     (W)     SCALED    
 JS1742* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 JS1742  ___________________________________________________________________
 JS1742  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JS1742  VERT ORDER  -  THIRD (See Below)
 JS1742
 JS1742.The horizontal coordinates were scaled from a topographic map and have
 JS1742.an estimated accuracy of +/- 6 seconds.
 JS1742
 JS1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1742.The vertical order pertains to the NGVD 29 superseded value.
 JS1742
 JS1742.The geoid height was determined by GEOID03.
 JS1742
 JS1742;                    North         East    Units  Estimated Accuracy
 JS1742;SPC CA 2     -   548,500.    2,036,890.      MT  (+/- 180 meters Scaled)
 JS1742
 JS1742                          SUPERSEDED SURVEY CONTROL
 JS1742
 JS1742  NGVD 29 (??/??/??)    2.38   (m)            7.8    (f) RESET       3  
 JS1742
 JS1742.Superseded values are not recommended for survey control.
 JS1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1742.See file dsdata.txt to determine how the superseded data were derived.
 JS1742
 JS1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH245181(NAD 83)
 JS1742_MARKER: P = PIPE CAP
 JS1742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1742_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1742_STAMPING: 350 N
 JS1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1742
 JS1742  HISTORY     - Date     Condition        Report By
 JS1742  HISTORY     - UNK      MONUMENTED       DOD
 JS1742  HISTORY     - 1957     GOOD             NGS
 JS1742  HISTORY     - 1964     GOOD             NGS
 JS1742
 JS1742                          STATION DESCRIPTION
 JS1742
 JS1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1742'0.7 MI W FROM PIRATES LAIR FISH RSORT.
 JS1742'0.7 MILE WEST ALONG A LEVEE ROAD FROM THE PIRATES LAIR FISHING
 JS1742'RESORT, ON ANDRUS ISLAND, ON THE OUTSIDE OF A SLIGHT CURVE, 12
 JS1742'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTH OF THE
 JS1742'EDGE OF THE ROAD PAVEMENT, 3.5 FEET WEST OF A WITNESS POST,
 JS1742'ABOUT 3 FEET LOWER THAN THE ROAD, AND FASTENED ON THE TOP OF A
 JS1742'3 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND ABOUT 3 FEET
 JS1742'UNDERGROUND.
 JS1742
 JS1742                          STATION RECOVERY (1964)
 JS1742
 JS1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0262 ***********************************************************************
 FU0262  DESIGNATION -  350+00 CAHD
 FU0262  PID         -  FU0262
 FU0262  STATE/COUNTY-  CA/KERN
 FU0262  USGS QUAD   -  METTLER (1992)
 FU0262
 FU0262                         *CURRENT SURVEY CONTROL
 FU0262  ___________________________________________________________________
 FU0262* NAD 83(1986)-  35 01 27.     (N)    118 57 24.     (W)     SCALED    
 FU0262* NAVD 88     -       241.40   (+/-2cm)     792.0    (feet)  VERTCON   
 FU0262  ___________________________________________________________________
 FU0262  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FU0262  VERT ORDER  -  THIRD (See Below)
 FU0262
 FU0262.The horizontal coordinates were scaled from a topographic map and have
 FU0262.an estimated accuracy of +/- 6 seconds.
 FU0262
 FU0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0262.The vertical order pertains to the NGVD 29 superseded value.
 FU0262
 FU0262.The geoid height was determined by GEOID03.
 FU0262
 FU0262;                    North         East    Units  Estimated Accuracy
 FU0262;SPC CA 5     -   669,490.    1,912,700.      MT  (+/- 180 meters Scaled)
 FU0262
 FU0262                          SUPERSEDED SURVEY CONTROL
 FU0262
 FU0262  NGVD 29 (??/??/??)  240.63   (m)          789.5    (f) RESET       3  
 FU0262
 FU0262.Superseded values are not recommended for survey control.
 FU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0262.See file dsdata.txt to determine how the superseded data were derived.
 FU0262
 FU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU214774(NAD 83)
 FU0262_MARKER: DD = SURVEY DISK
 FU0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0262+STABILITY: SURFACE MOTION
 FU0262
 FU0262  HISTORY     - Date     Condition        Report By
 FU0262  HISTORY     - UNK      MONUMENTED       CADH
 FU0262  HISTORY     - 1961     GOOD             NGS
 FU0262  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0262
 FU0262                          STATION DESCRIPTION
 FU0262
 FU0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0262'1.3 MI N FROM WHEELER RIDGE.
 FU0262'1.3 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0262'WHEELER RIDGE, 0.2 MILE NORTH OF AN ASPHALT ROAD CONNECTING
 FU0262'THE EAST AND WEST LANES OF THE HIGHWAY, MIDWAY BETWEEN THE
 FU0262'HIGHWAY LANES, 35 FEET WEST OF THE CENTER LINE OF THE EAST LANES,
 FU0262'30 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 1.3 FEET
 FU0262'NORTH OF HIGHWAY MARKER SIGN 350+00, ABOUT LEVEL WITH THE EAST
 FU0262'LANES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 FU0262'FOOT ABOVE THE GROUND.
 FU0262
 FU0262                          STATION RECOVERY (1970)
 FU0262
 FU0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1523 ***********************************************************************
 EW1523  DESIGNATION -  350.068 C OF LA
 EW1523  PID         -  EW1523
 EW1523  STATE/COUNTY-  CA/LOS ANGELES
 EW1523  USGS QUAD   -  HOLLYWOOD (1994)
 EW1523
 EW1523                         *CURRENT SURVEY CONTROL
 EW1523  ___________________________________________________________________
 EW1523* NAD 83(1986)-  34 05 52.     (N)    118 20 53.     (W)     SCALED    
 EW1523* NAVD 88     -       107.48   (+/-2cm)     352.6    (feet)  VERTCON   
 EW1523  ___________________________________________________________________
 EW1523  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1523  VERT ORDER  -  THIRD (See Below)
 EW1523
 EW1523.The horizontal coordinates were scaled from a topographic map and have
 EW1523.an estimated accuracy of +/- 6 seconds.
 EW1523
 EW1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1523.The vertical order pertains to the NGVD 29 superseded value.
 EW1523
 EW1523.The geoid height was determined by GEOID03.
 EW1523
 EW1523;                    North         East    Units  Estimated Accuracy
 EW1523;SPC CA 5     -   566,370.    1,967,880.      MT  (+/- 180 meters Scaled)
 EW1523
 EW1523                          SUPERSEDED SURVEY CONTROL
 EW1523
 EW1523  NGVD 29 (??/??/??)  106.70   (m)          350.1    (f) RESET       3  
 EW1523
 EW1523.Superseded values are not recommended for survey control.
 EW1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1523.See file dsdata.txt to determine how the superseded data were derived.
 EW1523
 EW1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT756738(NAD 83)
 EW1523_MARKER: S = SPIKE
 EW1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1523_SP_SET: CATCH BASIN
 EW1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1523
 EW1523  HISTORY     - Date     Condition        Report By
 EW1523  HISTORY     - UNK      MONUMENTED       CA1980
 EW1523  HISTORY     - 1945     GOOD             NGS
 EW1523  HISTORY     - 1966     GOOD             NGS
 EW1523
 EW1523                          STATION DESCRIPTION
 EW1523
 EW1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1523'AT LOS ANGELES.
 EW1523'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND
 EW1523'POINSETTIA AVENUE, IN THE NORTH CURB OF SUNSET BOULEVARD, 18.2
 EW1523'FEET EAST OF THE EAST CURBLINE OF POINSETTIA AVENUE, AND IN THE
 EW1523'WEST END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1523
 EW1523                          STATION RECOVERY (1966)
 EW1523
 EW1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0076 ***********************************************************************
 EW0076  DESIGNATION -  350.1 C DWR
 EW0076  PID         -  EW0076
 EW0076  STATE/COUNTY-  CA/LOS ANGELES
 EW0076  USGS QUAD   -  PALMDALE (1974)
 EW0076
 EW0076                         *CURRENT SURVEY CONTROL
 EW0076  ___________________________________________________________________
 EW0076* NAD 83(1986)-  34 32 09.     (N)    118 06 25.     (W)     SCALED    
 EW0076* NAVD 88     -       897.92   (+/-2cm)    2945.9    (feet)  VERTCON   
 EW0076  ___________________________________________________________________
 EW0076  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0076
 EW0076.The horizontal coordinates were scaled from a topographic map and have
 EW0076.an estimated accuracy of +/- 6 seconds.
 EW0076
 EW0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0076.The vertical order pertains to the NGVD 29 superseded value.
 EW0076
 EW0076.The geoid height was determined by GEOID03.
 EW0076
 EW0076;                    North         East    Units  Estimated Accuracy
 EW0076;SPC CA 5     -   614,910.    1,990,180.      MT  (+/- 180 meters Scaled)
 EW0076
 EW0076                          SUPERSEDED SURVEY CONTROL
 EW0076
 EW0076  NGVD 29 (??/??/92)  897.046  (m)         2943.06   (f) ADJ UNCH    2 0
 EW0076
 EW0076.Superseded values are not recommended for survey control.
 EW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0076.See file dsdata.txt to determine how the superseded data were derived.
 EW0076
 EW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU984221(NAD 83)
 EW0076_MARKER: DD = SURVEY DISK
 EW0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0076_STAMPING: 350.1 C B M 1968
 EW0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0076+STABILITY: SURFACE MOTION
 EW0076
 EW0076  HISTORY     - Date     Condition        Report By
 EW0076  HISTORY     - 1968     MONUMENTED       CADWR
 EW0076  HISTORY     - 1971     GOOD             NGS
 EW0076
 EW0076                          STATION DESCRIPTION
 EW0076
 EW0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0076'12.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0076'12.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0076'PUMP PLANT, 0.05 MILE WEST OF SOLEDAD SIPHON INLET 348.17, AT
 EW0076'THE EAST END OF A CUT, 9.3 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 EW0076'FENCE, 13 FEET NORTHEAST OF A BRACE POST IN THE FENCE, 1.0 FOOT
 EW0076'NORTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE
 EW0076'LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EW0076'0.3 FOOT ABOVE THE GROUND.  SECTION 11, T5N, R12W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0061 ***********************************************************************
 EW0061  DESIGNATION -  350.2 A CADWR
 EW0061  PID         -  EW0061
 EW0061  STATE/COUNTY-  CA/LOS ANGELES
 EW0061  USGS QUAD   -  PALMDALE (1974)
 EW0061
 EW0061                         *CURRENT SURVEY CONTROL
 EW0061  ___________________________________________________________________
 EW0061* NAD 83(1986)-  34 31 57.     (N)    118 04 36.     (W)     SCALED    
 EW0061* NAVD 88     -       901.209  (meters)    2956.72   (feet)  READJUSTED
 EW0061  ___________________________________________________________________
 EW0061  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0061  DYNAMIC HT  -         900.150 (meters)    2953.24  (feet)  COMP
 EW0061  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 EW0061
 EW0061  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW0061
 EW0061.The horizontal coordinates were scaled from a topographic map and have
 EW0061.an estimated accuracy of +/- 6 seconds.
 EW0061
 EW0061.The orthometric height was determined by differential leveling
 EW0061.and adjusted in February 1993.
 EW0061.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW0061.distribution rate of 0.0 thru 1.0 mm/km.
 EW0061.The height was derived from older observations constrained to new
 EW0061.heights in a crustal motion area.  The height is approximate in
 EW0061.relation to other heights in its vicinity.
 EW0061
 EW0061.The geoid height was determined by GEOID03.
 EW0061
 EW0061.The dynamic height is computed by dividing the NAVD 88
 EW0061.geopotential number by the normal gravity value computed on the
 EW0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW0061.degrees latitude (g = 980.6199 gals.).
 EW0061
 EW0061.The modeled gravity was interpolated from observed gravity values.
 EW0061
 EW0061;                    North         East    Units  Estimated Accuracy
 EW0061;SPC CA 5     -   614,530.    1,992,960.      MT  (+/- 180 meters Scaled)
 EW0061
 EW0061                          SUPERSEDED SURVEY CONTROL
 EW0061
 EW0061  NGVD 29 (??/??/92)  900.329  (m)         2953.83   (f) ADJ UNCH    1 1
 EW0061
 EW0061.Superseded values are not recommended for survey control.
 EW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0061.See file dsdata.txt to determine how the superseded data were derived.
 EW0061
 EW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU011217(NAD 83)
 EW0061_MARKER: DD = SURVEY DISK
 EW0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0061_SP_SET: BRIDGE
 EW0061_STAMPING: 350.2 A 1971
 EW0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0061
 EW0061  HISTORY     - Date     Condition        Report By
 EW0061  HISTORY     - 1971     MONUMENTED       CADWR
 EW0061  HISTORY     - 1971     GOOD             NGS
 EW0061  HISTORY     - 1977     GOOD             NGS
 EW0061
 EW0061                          STATION DESCRIPTION
 EW0061
 EW0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0061'10.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0061'10.45 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0061'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF BARREL SPRINGS ROAD,
 EW0061'IN THE TOP AND 0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 EW0061'SOUTHWEST CONCRETE WALKWAY OF BARREL SPRINGS ROAD BRIDGE 350.16,
 EW0061'14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT
 EW0061'SOUTHWEST OF THE NORTHEAST EDGE OF THE WALKWAY, AND ABOUT 1
 EW0061'FOOT HIGHER THAN THE ROAD.  SECTION 7, T5N, R11W
 EW0061
 EW0061                          STATION RECOVERY (1977)
 EW0061
 EW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW0061'2.0 MILES NORTHEAST ALONG SIERRA HIGHWAY FROM THE T-JUNCTION OF
 EW0061'ANGELES FOREST HIGHWAY AT VINCENT, THENCE 1.45 MILES NORTHEAST
 EW0061'ALONG PEARBLOSSOM HIGHWAY, THENCE 0.5 MILE SOUTHEAST ALONG BARREL
 EW0061'SPRINGS ROAD, IN TOP OF THE NORTHEAST END OF THE SOUTHWEST CURB,
 EW0061'14 FT. SOUTHWEST OF THE CENTER LINE OF ROAD, 0.5 FT. SOUTHEAST
 EW0061'OF THE NORTHWEST END OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0028 ***********************************************************************
 EW0028  DESIGNATION -  350.2 AA DWR
 EW0028  PID         -  EW0028
 EW0028  STATE/COUNTY-  CA/LOS ANGELES
 EW0028  USGS QUAD   -  PALMDALE (1974)
 EW0028
 EW0028                         *CURRENT SURVEY CONTROL
 EW0028  ___________________________________________________________________
 EW0028* NAD 83(1986)-  34 31 54.     (N)    118 04 28.     (W)     SCALED    
 EW0028* NAVD 88     -       898.89   (+/-2cm)    2949.1    (feet)  VERTCON   
 EW0028  ___________________________________________________________________
 EW0028  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0028
 EW0028.The horizontal coordinates were scaled from a topographic map and have
 EW0028.an estimated accuracy of +/- 6 seconds.
 EW0028
 EW0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0028.The vertical order pertains to the NGVD 29 superseded value.
 EW0028
 EW0028.The geoid height was determined by GEOID03.
 EW0028
 EW0028;                    North         East    Units  Estimated Accuracy
 EW0028;SPC CA 5     -   614,440.    1,993,170.      MT  (+/- 180 meters Scaled)
 EW0028
 EW0028                          SUPERSEDED SURVEY CONTROL
 EW0028
 EW0028  NGVD 29 (??/??/92)  898.009  (m)         2946.22   (f) ADJ UNCH    2 0
 EW0028
 EW0028.Superseded values are not recommended for survey control.
 EW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0028.See file dsdata.txt to determine how the superseded data were derived.
 EW0028
 EW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU013216(NAD 83)
 EW0028_MARKER: DB = BENCH MARK DISK
 EW0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0028_SP_SET: WALL DAM
 EW0028_STAMPING: 350.2 AA 1971
 EW0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0028
 EW0028  HISTORY     - Date     Condition        Report By
 EW0028  HISTORY     - 1971     MONUMENTED       CADWR
 EW0028  HISTORY     - 1971     GOOD             NGS
 EW0028
 EW0028                          STATION DESCRIPTION
 EW0028
 EW0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0028'10.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0028'10.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0028'PEARBLOSSOM PUMP PLANT, 0.1 MILE EAST OF THE CROSSING OF BARREL
 EW0028'SPRINGS ROAD, AT CHECK DAM 54 350.25, IN THE TOP OF THE EAST
 EW0028'END OF THE CONCRETE WALL OF THE DAM, 7.8 FEET WEST OF THE EAST
 EW0028'END OF THE WALL, 0.3 FOOT NORTH OF A GUARDRAIL POST, AND ABOUT
 EW0028'1 FOOT LOWER THAN THEN NORTH LEVEE ROAD.  SECTION 7, T 5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0038 ***********************************************************************
 EW0038  DESIGNATION -  350.6 C DWR
 EW0038  PID         -  EW0038
 EW0038  STATE/COUNTY-  CA/LOS ANGELES
 EW0038  USGS QUAD   -  PALMDALE (1974)
 EW0038
 EW0038                         *CURRENT SURVEY CONTROL
 EW0038  ___________________________________________________________________
 EW0038* NAD 83(1986)-  34 32 11.     (N)    118 06 02.     (W)     SCALED    
 EW0038* NAVD 88     -       894.87   (+/-2cm)    2935.9    (feet)  VERTCON   
 EW0038  ___________________________________________________________________
 EW0038  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 EW0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0038
 EW0038.The horizontal coordinates were scaled from a topographic map and have
 EW0038.an estimated accuracy of +/- 6 seconds.
 EW0038
 EW0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0038.The vertical order pertains to the NGVD 29 superseded value.
 EW0038
 EW0038.The geoid height was determined by GEOID03.
 EW0038
 EW0038;                    North         East    Units  Estimated Accuracy
 EW0038;SPC CA 5     -   614,970.    1,990,770.      MT  (+/- 180 meters Scaled)
 EW0038
 EW0038                          SUPERSEDED SURVEY CONTROL
 EW0038
 EW0038  NGVD 29 (??/??/92)  893.994  (m)         2933.05   (f) ADJ UNCH    2 0
 EW0038
 EW0038.Superseded values are not recommended for survey control.
 EW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0038.See file dsdata.txt to determine how the superseded data were derived.
 EW0038
 EW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU990221(NAD 83)
 EW0038_MARKER: DD = SURVEY DISK
 EW0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0038_STAMPING: 350.6 C B M 1968
 EW0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0038+STABILITY: SURFACE MOTION
 EW0038
 EW0038  HISTORY     - Date     Condition        Report By
 EW0038  HISTORY     - 1968     MONUMENTED       CADWR
 EW0038  HISTORY     - 1971     GOOD             NGS
 EW0038
 EW0038                          STATION DESCRIPTION
 EW0038
 EW0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0038'12 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0038'12.05 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0038'PEARBLOSSOM PUMP PLANT, ON THE TOP OF A SMALL RIDGE, 116. FEET
 EW0038'NORTH AND ACROSS THE RIGHT-OF-WAY FENCE FROM THE CENTER LINE OF
 EW0038'THE NORTH LEVEE ROAD, 69.7 FEET NORTH OF THE FENCE, 1.4 FEET
 EW0038'EAST OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE ROAD, AND
 EW0038'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EW0038'GROUND.  SECTION 11, T 5 N, R 12 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0024 ***********************************************************************
 EW0024  DESIGNATION -  350.7 A DWR
 EW0024  PID         -  EW0024
 EW0024  STATE/COUNTY-  CA/LOS ANGELES
 EW0024  USGS QUAD   -  PALMDALE (1974)
 EW0024
 EW0024                         *CURRENT SURVEY CONTROL
 EW0024  ___________________________________________________________________
 EW0024* NAD 83(1986)-  34 31 56.     (N)    118 04 03.     (W)     SCALED    
 EW0024* NAVD 88     -       901.48   (+/-2cm)    2957.6    (feet)  VERTCON   
 EW0024  ___________________________________________________________________
 EW0024  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0024
 EW0024.The horizontal coordinates were scaled from a topographic map and have
 EW0024.an estimated accuracy of +/- 6 seconds.
 EW0024
 EW0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0024.The vertical order pertains to the NGVD 29 superseded value.
 EW0024
 EW0024.The geoid height was determined by GEOID03.
 EW0024
 EW0024;                    North         East    Units  Estimated Accuracy
 EW0024;SPC CA 5     -   614,500.    1,993,800.      MT  (+/- 180 meters Scaled)
 EW0024
 EW0024                          SUPERSEDED SURVEY CONTROL
 EW0024
 EW0024  NGVD 29 (??/??/92)  900.601  (m)         2954.72   (f) ADJ UNCH    2 0
 EW0024
 EW0024.Superseded values are not recommended for survey control.
 EW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0024.See file dsdata.txt to determine how the superseded data were derived.
 EW0024
 EW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU020216(NAD 83)
 EW0024_MARKER: DD = SURVEY DISK
 EW0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0024_SP_SET: CONCRETE OVERCHUTE
 EW0024_STAMPING: 350.7 A 1971
 EW0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0024
 EW0024  HISTORY     - Date     Condition        Report By
 EW0024  HISTORY     - 1971     MONUMENTED       CADWR
 EW0024  HISTORY     - 1971     GOOD             NGS
 EW0024
 EW0024                          STATION DESCRIPTION
 EW0024
 EW0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0024'9.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0024'9.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0024'PEARBLOSSOM PUMP PLANT, IN THE TOP AND 0.5 FOOT SOUTH OF THE
 EW0024'NORTH END OF THE WEST CONCRETE WALL OF CONCRETE OVERCHUTE 350.74,
 EW0024'0.9 FOOT SOUTH OF THE WEST END OF A GUARDRAIL, AND ABOUT 2
 EW0024'FEET LOWER THAN THE LEVEE ROAD.  SECTION 7, T 5N, R 11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0026 ***********************************************************************
 EW0026  DESIGNATION -  350.7 B DWR
 EW0026  PID         -  EW0026
 EW0026  STATE/COUNTY-  CA/LOS ANGELES
 EW0026  USGS QUAD   -  PALMDALE (1974)
 EW0026
 EW0026                         *CURRENT SURVEY CONTROL
 EW0026  ___________________________________________________________________
 EW0026* NAD 83(1986)-  34 31 55.     (N)    118 04 03.     (W)     SCALED    
 EW0026* NAVD 88     -       897.35   (+/-2cm)    2944.1    (feet)  VERTCON   
 EW0026  ___________________________________________________________________
 EW0026  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0026
 EW0026.The horizontal coordinates were scaled from a topographic map and have
 EW0026.an estimated accuracy of +/- 6 seconds.
 EW0026
 EW0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0026.The vertical order pertains to the NGVD 29 superseded value.
 EW0026
 EW0026.The geoid height was determined by GEOID03.
 EW0026
 EW0026;                    North         East    Units  Estimated Accuracy
 EW0026;SPC CA 5     -   614,470.    1,993,800.      MT  (+/- 180 meters Scaled)
 EW0026
 EW0026                          SUPERSEDED SURVEY CONTROL
 EW0026
 EW0026  NGVD 29 (??/??/92)  896.468  (m)         2941.16   (f) ADJ UNCH    2 0
 EW0026
 EW0026.Superseded values are not recommended for survey control.
 EW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0026.See file dsdata.txt to determine how the superseded data were derived.
 EW0026
 EW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU020216(NAD 83)
 EW0026_MARKER: DD = SURVEY DISK
 EW0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0026_SP_SET: CONCRETE LINING
 EW0026_STAMPING: MILE 350.7 B
 EW0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0026
 EW0026  HISTORY     - Date     Condition        Report By
 EW0026  HISTORY     - UNK      MONUMENTED       CADWR
 EW0026  HISTORY     - 1971     GOOD             NGS
 EW0026
 EW0026                          STATION DESCRIPTION
 EW0026
 EW0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0026'9.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0026'9.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EW0026'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EW0026'OF THE AQUEDUCT, 75.0 FEET SOUTHWEST OF THE NORTH END OF
 EW0026'OVERCHUTE 350.74 AND BENCH MARK 350.7 A (DWR), AND ABOUT 15
 EW0026'FEET LOWER THANM THE NORTH LEVEE ROAD.  SECTION 7, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0157 ***********************************************************************
 LT0157  DESIGNATION -  3506.60 WPRR
 LT0157  PID         -  LT0157
 LT0157  STATE/COUNTY-  CA/PLUMAS
 LT0157  USGS QUAD   -  CRESCENT MILLS (1994)
 LT0157
 LT0157                         *CURRENT SURVEY CONTROL
 LT0157  ___________________________________________________________________
 LT0157* NAD 83(1986)-  40 03 17.     (N)    120 57 32.     (W)     SCALED    
 LT0157* NAVD 88     -      1069.895  (meters)    3510.15   (feet)  ADJUSTED  
 LT0157  ___________________________________________________________________
 LT0157  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 LT0157  DYNAMIC HT  -        1069.064 (meters)    3507.42  (feet)  COMP
 LT0157  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 LT0157
 LT0157  VERT ORDER  -  SECOND    CLASS 0
 LT0157
 LT0157.The horizontal coordinates were scaled from a topographic map and have
 LT0157.an estimated accuracy of +/- 6 seconds.
 LT0157
 LT0157.The orthometric height was determined by differential leveling
 LT0157.and adjusted in June 1991.
 LT0157
 LT0157.The geoid height was determined by GEOID03.
 LT0157
 LT0157.The dynamic height is computed by dividing the NAVD 88
 LT0157.geopotential number by the normal gravity value computed on the
 LT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0157.degrees latitude (g = 980.6199 gals.).
 LT0157
 LT0157.The modeled gravity was interpolated from observed gravity values.
 LT0157
 LT0157;                    North         East    Units  Estimated Accuracy
 LT0157;SPC CA 1     -   580,630.    2,088,830.      MT  (+/- 180 meters Scaled)
 LT0157
 LT0157                          SUPERSEDED SURVEY CONTROL
 LT0157
 LT0157  NGVD 29 (??/??/??) 1068.962  (m)         3507.09   (f) ADJUSTED    2 0
 LT0157
 LT0157.Superseded values are not recommended for survey control.
 LT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0157.See file dsdata.txt to determine how the superseded data were derived.
 LT0157
 LT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK740358(NAD 83)
 LT0157_MARKER: R = RIVET
 LT0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0157_SP_SET: VIADUCT
 LT0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0157
 LT0157  HISTORY     - Date     Condition        Report By
 LT0157  HISTORY     - UNK      MONUMENTED       WPRR
 LT0157  HISTORY     - 1935     GOOD             NGS
 LT0157
 LT0157                          STATION DESCRIPTION
 LT0157
 LT0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0157'4.3 MI SW FROM CRESCENT MILLS.
 LT0157'4.3 MILES SOUTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM
 LT0157'CRESCENT MILLS, PLUMAS COUNTY, AT THE SOUTH END OF A STEEL GIRDER
 LT0157'VIADUCT, AND IN THE NORTH END OF THE CONCRETE APPROACH.  AN IRON
 LT0157'RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0346 ***********************************************************************
 HS0346  DESIGNATION -  351+56.70 USE
 HS0346  PID         -  HS0346
 HS0346  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0346  USGS QUAD   -  HOLT (1994)
 HS0346
 HS0346                         *CURRENT SURVEY CONTROL
 HS0346  ___________________________________________________________________
 HS0346* NAD 83(1986)-  37 59 24.     (N)    121 23 57.     (W)     SCALED    
 HS0346* NAVD 88     -         2.52   (+/-2cm)       8.3    (feet)  VERTCON   
 HS0346  ___________________________________________________________________
 HS0346  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HS0346  VERT ORDER  -  THIRD (See Below)
 HS0346
 HS0346.The horizontal coordinates were scaled from a topographic map and have
 HS0346.an estimated accuracy of +/- 6 seconds.
 HS0346
 HS0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0346.The vertical order pertains to the NGVD 29 superseded value.
 HS0346
 HS0346.The geoid height was determined by GEOID03.
 HS0346
 HS0346;                    North         East    Units  Estimated Accuracy
 HS0346;SPC CA 3     -   665,740.    1,921,020.      MT  (+/- 180 meters Scaled)
 HS0346
 HS0346                          SUPERSEDED SURVEY CONTROL
 HS0346
 HS0346  NGVD 29 (??/??/??)    1.88   (m)            6.2    (f) RESET       3  
 HS0346
 HS0346.Superseded values are not recommended for survey control.
 HS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0346.See file dsdata.txt to determine how the superseded data were derived.
 HS0346
 HS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH405059(NAD 83)
 HS0346_MARKER: DD = SURVEY DISK
 HS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0346_STAMPING: 351+56.70 POT
 HS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0346+STABILITY: SURFACE MOTION
 HS0346
 HS0346  HISTORY     - Date     Condition        Report By
 HS0346  HISTORY     - UNK      MONUMENTED       DOD
 HS0346  HISTORY     - 1960     GOOD             NGS
 HS0346  HISTORY     - 1967     GOOD             NGS
 HS0346
 HS0346                          STATION DESCRIPTION
 HS0346
 HS0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS0346'AT WRIGHT TRACT.
 HS0346'ON THE WEST SIDE OF WRIGHT TRACT, ON THE NORTHEAST LEVEE OF
 HS0346'STOCKTON DEEPWATER CHANNEL, 1.3 MILES SOUTH OF THE CONFLUENCE OF
 HS0346'THE CHANNEL AND THE WEST PRONG OF FOURTEENMILE SLOUGH, AT THE
 HS0346'WRIGHT TRACT HEADQUARTERS, ABOUT 25 YARDS SOUTHEAST OF THE
 HS0346'SOUTHEAST CORNER OF A RANCHHOUSE, 30 FEET NORTH OF THE CENTER LINE
 HS0346'OF THE LEVEE, 29.2 FEET NORTHEAST OF THE NORTH END OF A WOODEN GATE
 HS0346'ACROSS THE LEVEE, 23 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE,
 HS0346'12.9 FEET EAST OF A FENCE LINE, 12 1/2 FEET NORTHWEST OF A POWER POLE
 HS0346'SUPPORTING TRANSFORMERS WITH A GUY WIRE, 1.7 FEET EAST OF A
 HS0346'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TOP OF THE LEVEE, AND
 HS0346'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HS0346
 HS0346                          STATION RECOVERY (1967)
 HS0346
 HS0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0022 ***********************************************************************
 EW0022  DESIGNATION -  351.0 B DWR
 EW0022  PID         -  EW0022
 EW0022  STATE/COUNTY-  CA/LOS ANGELES
 EW0022  USGS QUAD   -  PALMDALE (1974)
 EW0022
 EW0022                         *CURRENT SURVEY CONTROL
 EW0022  ___________________________________________________________________
 EW0022* NAD 83(1986)-  34 31 53.     (N)    118 03 45.     (W)     SCALED    
 EW0022* NAVD 88     -       897.31   (+/-2cm)    2943.9    (feet)  VERTCON   
 EW0022  ___________________________________________________________________
 EW0022  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0022
 EW0022.The horizontal coordinates were scaled from a topographic map and have
 EW0022.an estimated accuracy of +/- 6 seconds.
 EW0022
 EW0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0022.The vertical order pertains to the NGVD 29 superseded value.
 EW0022
 EW0022.The geoid height was determined by GEOID03.
 EW0022
 EW0022;                    North         East    Units  Estimated Accuracy
 EW0022;SPC CA 5     -   614,410.    1,994,260.      MT  (+/- 180 meters Scaled)
 EW0022
 EW0022                          SUPERSEDED SURVEY CONTROL
 EW0022
 EW0022  NGVD 29 (??/??/92)  896.433  (m)         2941.05   (f) ADJ UNCH    2 0
 EW0022
 EW0022.Superseded values are not recommended for survey control.
 EW0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0022.See file dsdata.txt to determine how the superseded data were derived.
 EW0022
 EW0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU024215(NAD 83)
 EW0022_MARKER: DD = SURVEY DISK
 EW0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0022_SP_SET: CONCRETE LINING
 EW0022_STAMPING: MILE 351.0 B
 EW0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0022
 EW0022  HISTORY     - Date     Condition        Report By
 EW0022  HISTORY     - UNK      MONUMENTED       CADWR
 EW0022  HISTORY     - 1971     GOOD             NGS
 EW0022
 EW0022                          STATION DESCRIPTION
 EW0022
 EW0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0022'9.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0022'9.6 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0022'PUMP PLANT, AT PIPE CROSSING 351.01, IN THE TOP OF THE NORTH
 EW0022'CONCRETE LINING OF THE AQUEDUCT, 73.5 FEET WEST OF THE PAINTED
 EW0022'AQUEDUCT MILEAGE 351.00, 99.0 FEET WEST OF THE PIPE, 43.0 FEET
 EW0022'SOUTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, AND ABOUT
 EW0022'10 FEET LOWER THAN THE ROAD.  SECTION 7, T 5N, R 11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0021 ***********************************************************************
 EW0021  DESIGNATION -  351.1 B DWR
 EW0021  PID         -  EW0021
 EW0021  STATE/COUNTY-  CA/LOS ANGELES
 EW0021  USGS QUAD   -  PALMDALE (1974)
 EW0021
 EW0021                         *CURRENT SURVEY CONTROL
 EW0021  ___________________________________________________________________
 EW0021* NAD 83(1986)-  34 31 53.     (N)    118 03 38.     (W)     SCALED    
 EW0021* NAVD 88     -       897.30   (+/-2cm)    2943.9    (feet)  VERTCON   
 EW0021  ___________________________________________________________________
 EW0021  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0021
 EW0021.The horizontal coordinates were scaled from a topographic map and have
 EW0021.an estimated accuracy of +/- 6 seconds.
 EW0021
 EW0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0021.The vertical order pertains to the NGVD 29 superseded value.
 EW0021
 EW0021.The geoid height was determined by GEOID03.
 EW0021
 EW0021;                    North         East    Units  Estimated Accuracy
 EW0021;SPC CA 5     -   614,410.    1,994,440.      MT  (+/- 180 meters Scaled)
 EW0021
 EW0021                          SUPERSEDED SURVEY CONTROL
 EW0021
 EW0021  NGVD 29 (??/??/92)  896.416  (m)         2940.99   (f) ADJ UNCH    2 0
 EW0021
 EW0021.Superseded values are not recommended for survey control.
 EW0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0021.See file dsdata.txt to determine how the superseded data were derived.
 EW0021
 EW0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU026215(NAD 83)
 EW0021_MARKER: DD = SURVEY DISK
 EW0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0021_SP_SET: CONCRETE LINING
 EW0021_STAMPING: MILE 351.1 B
 EW0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0021
 EW0021  HISTORY     - Date     Condition        Report By
 EW0021  HISTORY     - UNK      MONUMENTED       CADWR
 EW0021  HISTORY     - 1971     GOOD             NGS
 EW0021
 EW0021                          STATION DESCRIPTION
 EW0021
 EW0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0021'9.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0021'9.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0021'PUMP PLANT, AT AQUEDUCT STATION 486, ACROSS THE NORTH LEVEE FROM
 EW0021'A DRAIN STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING
 EW0021'OF THE AQEUDUCT, 30 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 EW0021'LEVEE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.  SECTION 8,
 EW0021'T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1524 ***********************************************************************
 EW1524  DESIGNATION -  351.162 C OF LA
 EW1524  PID         -  EW1524
 EW1524  STATE/COUNTY-  CA/LOS ANGELES
 EW1524  USGS QUAD   -  HOLLYWOOD (1994)
 EW1524
 EW1524                         *CURRENT SURVEY CONTROL
 EW1524  ___________________________________________________________________
 EW1524* NAD 83(1986)-  34 05 51.     (N)    118 20 47.     (W)     SCALED    
 EW1524* NAVD 88     -       107.82   (+/-2cm)     353.7    (feet)  VERTCON   
 EW1524  ___________________________________________________________________
 EW1524  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1524  VERT ORDER  -  THIRD (See Below)
 EW1524
 EW1524.The horizontal coordinates were scaled from a topographic map and have
 EW1524.an estimated accuracy of +/- 6 seconds.
 EW1524
 EW1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1524.The vertical order pertains to the NGVD 29 superseded value.
 EW1524
 EW1524.The geoid height was determined by GEOID03.
 EW1524
 EW1524;                    North         East    Units  Estimated Accuracy
 EW1524;SPC CA 5     -   566,330.    1,968,040.      MT  (+/- 180 meters Scaled)
 EW1524
 EW1524                          SUPERSEDED SURVEY CONTROL
 EW1524
 EW1524  NGVD 29 (??/??/??)  107.04   (m)          351.2    (f) RESET       3  
 EW1524
 EW1524.Superseded values are not recommended for survey control.
 EW1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1524.See file dsdata.txt to determine how the superseded data were derived.
 EW1524
 EW1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758737(NAD 83)
 EW1524_MARKER: S = SPIKE
 EW1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1524_SP_SET: CATCH BASIN
 EW1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1524
 EW1524  HISTORY     - Date     Condition        Report By
 EW1524  HISTORY     - UNK      MONUMENTED       CA1980
 EW1524  HISTORY     - 1945     GOOD             NGS
 EW1524  HISTORY     - 1966     GOOD             NGS
 EW1524
 EW1524                          STATION DESCRIPTION
 EW1524
 EW1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1524'AT LOS ANGELES.
 EW1524'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND FORMOSA
 EW1524'AVENUE, IN THE NORTH CURB OF SUNSET BOULEVARD, 23.2 FEET EAST OF
 EW1524'THE EAST CURBLINE OF FORMOSA AVENUE AND IN THE EAST END OF A CATCH
 EW1524'BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1524
 EW1524                          STATION RECOVERY (1966)
 EW1524
 EW1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0018 ***********************************************************************
 EW0018  DESIGNATION -  351.2 A DWR
 EW0018  PID         -  EW0018
 EW0018  STATE/COUNTY-  CA/LOS ANGELES
 EW0018  USGS QUAD   -  PALMDALE (1974)
 EW0018
 EW0018                         *CURRENT SURVEY CONTROL
 EW0018  ___________________________________________________________________
 EW0018* NAD 83(1986)-  34 31 53.     (N)    118 03 29.     (W)     SCALED    
 EW0018* NAVD 88     -       900.25   (+/-2cm)    2953.6    (feet)  VERTCON   
 EW0018  ___________________________________________________________________
 EW0018  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0018
 EW0018.The horizontal coordinates were scaled from a topographic map and have
 EW0018.an estimated accuracy of +/- 6 seconds.
 EW0018
 EW0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0018.The vertical order pertains to the NGVD 29 superseded value.
 EW0018
 EW0018.The geoid height was determined by GEOID03.
 EW0018
 EW0018;                    North         East    Units  Estimated Accuracy
 EW0018;SPC CA 5     -   614,410.    1,994,670.      MT  (+/- 180 meters Scaled)
 EW0018
 EW0018                          SUPERSEDED SURVEY CONTROL
 EW0018
 EW0018  NGVD 29 (??/??/92)  899.373  (m)         2950.69   (f) ADJ UNCH    2 0
 EW0018
 EW0018.Superseded values are not recommended for survey control.
 EW0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0018.See file dsdata.txt to determine how the superseded data were derived.
 EW0018
 EW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU029215(NAD 83)
 EW0018_MARKER: DD = SURVEY DISK
 EW0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW0018_SP_SET: BRIDGE
 EW0018_STAMPING: 351.2 A 1971
 EW0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW0018
 EW0018  HISTORY     - Date     Condition        Report By
 EW0018  HISTORY     - 1971     MONUMENTED       CADWR
 EW0018  HISTORY     - 1971     GOOD             NGS
 EW0018
 EW0018                          STATION DESCRIPTION
 EW0018
 EW0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0018'9.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0018'9.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0018'PUMP PLANT, AT THE CROSSING OF 40TH STREET EAST, IN THE TOP
 EW0018'AND 0.7 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB
 EW0018'OF BRIDGE 351.22, 15 FEET WEST OF THE CENTER LINE OF THE STREET,
 EW0018'1.3 FEET WEST OF THE EAST EDGE OF THE CURB, AND ABOUT 1 FOOT
 EW0018'HIGHER THAN THE STREET.  SECTION 8, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0019 ***********************************************************************
 EW0019  DESIGNATION -  351.2 B DWR
 EW0019  PID         -  EW0019
 EW0019  STATE/COUNTY-  CA/LOS ANGELES
 EW0019  USGS QUAD   -  PALMDALE (1974)
 EW0019
 EW0019                         *CURRENT SURVEY CONTROL
 EW0019  ___________________________________________________________________
 EW0019* NAD 83(1986)-  34 31 55.     (N)    118 03 31.     (W)     SCALED    
 EW0019* NAVD 88     -       897.27   (+/-2cm)    2943.8    (feet)  VERTCON   
 EW0019  ___________________________________________________________________
 EW0019  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0019
 EW0019.The horizontal coordinates were scaled from a topographic map and have
 EW0019.an estimated accuracy of +/- 6 seconds.
 EW0019
 EW0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0019.The vertical order pertains to the NGVD 29 superseded value.
 EW0019
 EW0019.The geoid height was determined by GEOID03.
 EW0019
 EW0019;                    North         East    Units  Estimated Accuracy
 EW0019;SPC CA 5     -   614,470.    1,994,620.      MT  (+/- 180 meters Scaled)
 EW0019
 EW0019                          SUPERSEDED SURVEY CONTROL
 EW0019
 EW0019  NGVD 29 (??/??/92)  896.389  (m)         2940.90   (f) ADJ UNCH    2 0
 EW0019
 EW0019.Superseded values are not recommended for survey control.
 EW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0019.See file dsdata.txt to determine how the superseded data were derived.
 EW0019
 EW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU028216(NAD 83)
 EW0019_MARKER: DD = SURVEY DISK
 EW0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0019_SP_SET: CONCRETE LINING
 EW0019_STAMPING: MILE 351.2 B
 EW0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0019
 EW0019  HISTORY     - Date     Condition        Report By
 EW0019  HISTORY     - UNK      MONUMENTED       CADWR
 EW0019  HISTORY     - 1971     GOOD             NGS
 EW0019
 EW0019                          STATION DESCRIPTION
 EW0019
 EW0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0019'9.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0019'9.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0019'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0019'AQUEDUCT, 110.0 FEET WEST OF THE NORTH END OF THE 40TH STREET
 EW0019'EAST BRIDGE 351.22, AND ABOUT 10 FEET LOWER THAN THE NORTH
 EW0019'LEVEE ROAD.  SECTION 8, T 5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1750 ***********************************************************************
 EW1750  DESIGNATION -  351.297 C OF LA
 EW1750  PID         -  EW1750
 EW1750  STATE/COUNTY-  CA/LOS ANGELES
 EW1750  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1750
 EW1750                         *CURRENT SURVEY CONTROL
 EW1750  ___________________________________________________________________
 EW1750* NAD 83(1986)-  34 04 05.     (N)    118 25 19.     (W)     SCALED    
 EW1750* NAVD 88     -       107.87   (+/-2cm)     353.9    (feet)  VERTCON   
 EW1750  ___________________________________________________________________
 EW1750  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW1750  VERT ORDER  -  THIRD (See Below)
 EW1750
 EW1750.The horizontal coordinates were scaled from a topographic map and have
 EW1750.an estimated accuracy of +/- 6 seconds.
 EW1750
 EW1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1750.The vertical order pertains to the NGVD 29 superseded value.
 EW1750
 EW1750.The geoid height was determined by GEOID03.
 EW1750
 EW1750;                    North         East    Units  Estimated Accuracy
 EW1750;SPC CA 5     -   563,090.    1,961,050.      MT  (+/- 180 meters Scaled)
 EW1750
 EW1750                          SUPERSEDED SURVEY CONTROL
 EW1750
 EW1750  NGVD 29 (??/??/??)  107.10   (m)          351.4    (f) RESET       3  
 EW1750
 EW1750.Superseded values are not recommended for survey control.
 EW1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1750.See file dsdata.txt to determine how the superseded data were derived.
 EW1750
 EW1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT687706(NAD 83)
 EW1750_MARKER: S = SPIKE
 EW1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1750_SP_SET: CURB
 EW1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1750
 EW1750  HISTORY     - Date     Condition        Report By
 EW1750  HISTORY     - UNK      MONUMENTED       CA1980
 EW1750  HISTORY     - 1945     GOOD             NGS
 EW1750
 EW1750                          STATION DESCRIPTION
 EW1750
 EW1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1750'AT LOS ANGELES.
 EW1750'AT LOS ANGELES AT THE ENTRANCE TO THE LOS ANGELES COUNTRY CLUB AT
 EW1750'WILSHIRE BOULEVARD.  LOCATED IN THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1750'21.3 FEET EAST OF EAST CURBLINE OF THE ENTRANCE DRIVEWAY, AND IS
 EW1750'1.9 FEET WEST OF A PUSH BUTTON TRAFFIC LIGHT CONTROL POST FOR
 EW1750'PEDESTRIANS.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0016 ***********************************************************************
 EW0016  DESIGNATION -  351.4 B DWR
 EW0016  PID         -  EW0016
 EW0016  STATE/COUNTY-  CA/LOS ANGELES
 EW0016  USGS QUAD   -  PALMDALE (1974)
 EW0016
 EW0016                         *CURRENT SURVEY CONTROL
 EW0016  ___________________________________________________________________
 EW0016* NAD 83(1986)-  34 31 51.     (N)    118 03 16.     (W)     SCALED    
 EW0016* NAVD 88     -       897.29   (+/-2cm)    2943.9    (feet)  VERTCON   
 EW0016  ___________________________________________________________________
 EW0016  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0016
 EW0016.The horizontal coordinates were scaled from a topographic map and have
 EW0016.an estimated accuracy of +/- 6 seconds.
 EW0016
 EW0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0016.The vertical order pertains to the NGVD 29 superseded value.
 EW0016
 EW0016.The geoid height was determined by GEOID03.
 EW0016
 EW0016;                    North         East    Units  Estimated Accuracy
 EW0016;SPC CA 5     -   614,350.    1,995,000.      MT  (+/- 180 meters Scaled)
 EW0016
 EW0016                          SUPERSEDED SURVEY CONTROL
 EW0016
 EW0016  NGVD 29 (??/??/92)  896.410  (m)         2940.97   (f) ADJ UNCH    2 0
 EW0016
 EW0016.Superseded values are not recommended for survey control.
 EW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0016.See file dsdata.txt to determine how the superseded data were derived.
 EW0016
 EW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU032215(NAD 83)
 EW0016_MARKER: DD = SURVEY DISK
 EW0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0016_SP_SET: CONCRETE LINING
 EW0016_STAMPING: MILE 351.4 B
 EW0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0016
 EW0016  HISTORY     - Date     Condition        Report By
 EW0016  HISTORY     - UNK      MONUMENTED       CADWR
 EW0016  HISTORY     - 1971     GOOD             NGS
 EW0016
 EW0016                          STATION DESCRIPTION
 EW0016
 EW0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0016'9.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0016'9.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0016'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0016'AQUEDUCT, ACROSS A PRIVATE ROAD, RIGHT-OF-WAY FENCE AND THE
 EW0016'NORTH LEVEE ROAD FROM A DRAIN STRUCTURE, 31 FEET SOUTH OF THE
 EW0016'CENTE LINE OF THE NORTH LEVEE ROAD, 100 FEET EAST OF AQUEDUCT
 EW0016'STATION 501+18.14, AND ABOUT 6 FEET LOWER THAN THE ROAD.  SECTION
 EW0016'8, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0014 ***********************************************************************
 EW0014  DESIGNATION -  351.5 B DWR
 EW0014  PID         -  EW0014
 EW0014  STATE/COUNTY-  CA/LOS ANGELES
 EW0014  USGS QUAD   -  PALMDALE (1974)
 EW0014
 EW0014                         *CURRENT SURVEY CONTROL
 EW0014  ___________________________________________________________________
 EW0014* NAD 83(1986)-  34 31 53.     (N)    118 03 13.     (W)     SCALED    
 EW0014* NAVD 88     -       897.22   (+/-2cm)    2943.6    (feet)  VERTCON   
 EW0014  ___________________________________________________________________
 EW0014  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0014
 EW0014.The horizontal coordinates were scaled from a topographic map and have
 EW0014.an estimated accuracy of +/- 6 seconds.
 EW0014
 EW0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0014.The vertical order pertains to the NGVD 29 superseded value.
 EW0014
 EW0014.The geoid height was determined by GEOID03.
 EW0014
 EW0014;                    North         East    Units  Estimated Accuracy
 EW0014;SPC CA 5     -   614,410.    1,995,080.      MT  (+/- 180 meters Scaled)
 EW0014
 EW0014                          SUPERSEDED SURVEY CONTROL
 EW0014
 EW0014  NGVD 29 (??/??/92)  896.341  (m)         2940.75   (f) ADJ UNCH    2 0
 EW0014
 EW0014.Superseded values are not recommended for survey control.
 EW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0014.See file dsdata.txt to determine how the superseded data were derived.
 EW0014
 EW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU033215(NAD 83)
 EW0014_MARKER: DD = SURVEY DISK
 EW0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0014_SP_SET: CONCRETE LINING
 EW0014_STAMPING: MILE 351.5 B
 EW0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0014
 EW0014  HISTORY     - Date     Condition        Report By
 EW0014  HISTORY     - UNK      MONUMENTED       CADWR
 EW0014  HISTORY     - 1971     GOOD             NGS
 EW0014
 EW0014                          STATION DESCRIPTION
 EW0014
 EW0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0014'9.1 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0014'9.1 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0014'PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EW0014'AQUEDUCT, 63.0 FEET NORTHWEST OF THE CROSSING OF PIPE 351.46,
 EW0014'AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EW0014'8, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0132 ***********************************************************************
 EW0132  DESIGNATION -  351.7 B DWR
 EW0132  PID         -  EW0132
 EW0132  STATE/COUNTY-  CA/LOS ANGELES
 EW0132  USGS QUAD   -  PALMDALE (1974)
 EW0132
 EW0132                         *CURRENT SURVEY CONTROL
 EW0132  ___________________________________________________________________
 EW0132* NAD 83(1986)-  34 31 49.     (N)    118 03 03.     (W)     SCALED    
 EW0132* NAVD 88     -       897.31   (+/-2cm)    2943.9    (feet)  VERTCON   
 EW0132  ___________________________________________________________________
 EW0132  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0132
 EW0132.The horizontal coordinates were scaled from a topographic map and have
 EW0132.an estimated accuracy of +/- 6 seconds.
 EW0132
 EW0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0132.The vertical order pertains to the NGVD 29 superseded value.
 EW0132
 EW0132.The geoid height was determined by GEOID03.
 EW0132
 EW0132;                    North         East    Units  Estimated Accuracy
 EW0132;SPC CA 5     -   614,280.    1,995,330.      MT  (+/- 180 meters Scaled)
 EW0132
 EW0132                          SUPERSEDED SURVEY CONTROL
 EW0132
 EW0132  NGVD 29 (??/??/92)  896.430  (m)         2941.04   (f) ADJ UNCH    2 0
 EW0132
 EW0132.Superseded values are not recommended for survey control.
 EW0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0132.See file dsdata.txt to determine how the superseded data were derived.
 EW0132
 EW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU035214(NAD 83)
 EW0132_MARKER: DD = SURVEY DISK
 EW0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0132_SP_SET: CONCRETE LINING
 EW0132_STAMPING: MILE 351.7 B
 EW0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0132
 EW0132  HISTORY     - Date     Condition        Report By
 EW0132  HISTORY     - UNK      MONUMENTED       CADWR
 EW0132  HISTORY     - 1971     GOOD             NGS
 EW0132
 EW0132                          STATION DESCRIPTION
 EW0132
 EW0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0132'8.9 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0132'8.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0132'PUMP PLANT, AT AQUEDUCT STATION 516, ACROSS THE NORTH LEVEE FROM
 EW0132'A DRAIN STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING
 EW0132'OF THE AQUEDUCT, 33 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 EW0132'LEVEE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.  SECTION 8,
 EW0132'T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0131 ***********************************************************************
 EW0131  DESIGNATION -  351.9 B DWR
 EW0131  PID         -  EW0131
 EW0131  STATE/COUNTY-  CA/LOS ANGELES
 EW0131  USGS QUAD   -  PALMDALE (1974)
 EW0131
 EW0131                         *CURRENT SURVEY CONTROL
 EW0131  ___________________________________________________________________
 EW0131* NAD 83(1986)-  34 31 48.     (N)    118 02 50.     (W)     SCALED    
 EW0131* NAVD 88     -       897.24   (+/-2cm)    2943.7    (feet)  VERTCON   
 EW0131  ___________________________________________________________________
 EW0131  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0131
 EW0131.The horizontal coordinates were scaled from a topographic map and have
 EW0131.an estimated accuracy of +/- 6 seconds.
 EW0131
 EW0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0131.The vertical order pertains to the NGVD 29 superseded value.
 EW0131
 EW0131.The geoid height was determined by GEOID03.
 EW0131
 EW0131;                    North         East    Units  Estimated Accuracy
 EW0131;SPC CA 5     -   614,250.    1,995,670.      MT  (+/- 180 meters Scaled)
 EW0131
 EW0131                          SUPERSEDED SURVEY CONTROL
 EW0131
 EW0131  NGVD 29 (??/??/92)  896.357  (m)         2940.80   (f) ADJ UNCH    2 0
 EW0131
 EW0131.Superseded values are not recommended for survey control.
 EW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0131.See file dsdata.txt to determine how the superseded data were derived.
 EW0131
 EW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU038214(NAD 83)
 EW0131_MARKER: DD = SURVEY DISK
 EW0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0131_SP_SET: CONCRETE LINING
 EW0131_STAMPING: MILE 351.9 B
 EW0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0131
 EW0131  HISTORY     - Date     Condition        Report By
 EW0131  HISTORY     - UNK      MONUMENTED       CADWR
 EW0131  HISTORY     - 1971     GOOD             NGS
 EW0131
 EW0131                          STATION DESCRIPTION
 EW0131
 EW0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0131'8.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0131'8.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0131'PUMP PLANT, AT STATION 527, ACROSS THE NORTH LEVEE FROM A
 EW0131'DRAIN STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING OF
 EW0131'THE AQUEDUCT, 28 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 EW0131'LEVEE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD.  SECTION 8,
 EW0131'T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0461 ***********************************************************************
 KS0461  DESIGNATION -  3513.4
 KS0461  PID         -  KS0461
 KS0461  STATE/COUNTY-  CA/SIERRA
 KS0461  USGS QUAD   -  SIERRA CITY (1981)
 KS0461
 KS0461                         *CURRENT SURVEY CONTROL
 KS0461  ___________________________________________________________________
 KS0461* NAD 83(1986)-  39 34 15.     (N)    120 43 42.     (W)     SCALED    
 KS0461* NAVD 88     -      1071.775  (meters)    3516.32   (feet)  ADJUSTED  
 KS0461  ___________________________________________________________________
 KS0461  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KS0461  DYNAMIC HT  -        1070.874 (meters)    3513.36  (feet)  COMP
 KS0461  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 KS0461
 KS0461  VERT ORDER  -  SECOND    CLASS 0
 KS0461
 KS0461.The horizontal coordinates were scaled from a topographic map and have
 KS0461.an estimated accuracy of +/- 6 seconds.
 KS0461
 KS0461.The orthometric height was determined by differential leveling
 KS0461.and adjusted in June 1991.
 KS0461
 KS0461.The geoid height was determined by GEOID03.
 KS0461
 KS0461.The dynamic height is computed by dividing the NAVD 88
 KS0461.geopotential number by the normal gravity value computed on the
 KS0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0461.degrees latitude (g = 980.6199 gals.).
 KS0461
 KS0461.The modeled gravity was interpolated from observed gravity values.
 KS0461
 KS0461;                    North         East    Units  Estimated Accuracy
 KS0461;SPC CA 2     -   712,140.    2,109,260.      MT  (+/- 180 meters Scaled)
 KS0461
 KS0461                          SUPERSEDED SURVEY CONTROL
 KS0461
 KS0461  NGVD 29 (??/??/??) 1070.801  (m)         3513.12   (f) ADJUSTED    2 0
 KS0461
 KS0461.Superseded values are not recommended for survey control.
 KS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0461.See file dsdata.txt to determine how the superseded data were derived.
 KS0461
 KS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ951825(NAD 83)
 KS0461_MARKER: Q = CHISELED SQUARE
 KS0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0461_SP_SET: CULVERT
 KS0461_MARK LOGO: USGS  
 KS0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0461
 KS0461  HISTORY     - Date     Condition        Report By
 KS0461  HISTORY     - UNK      MONUMENTED       USGS
 KS0461  HISTORY     - 1934     GOOD             CGS
 KS0461
 KS0461                          STATION DESCRIPTION
 KS0461
 KS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0461'5.7 MI W FROM SIERRA CITY.
 KS0461'5.7 MILES WEST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0461'COUNTY, AT A 15-INCH CULVERT, AND ON THE TOP OF THE NORTH
 KS0461'HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0128 ***********************************************************************
 EW0128  DESIGNATION -  352.0 A DWR
 EW0128  PID         -  EW0128
 EW0128  STATE/COUNTY-  CA/LOS ANGELES
 EW0128  USGS QUAD   -  PALMDALE (1974)
 EW0128
 EW0128                         *CURRENT SURVEY CONTROL
 EW0128  ___________________________________________________________________
 EW0128* NAD 83(1986)-  34 31 47.     (N)    118 02 43.     (W)     SCALED    
 EW0128* NAVD 88     -       900.43   (+/-2cm)    2954.2    (feet)  VERTCON   
 EW0128  ___________________________________________________________________
 EW0128  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0128
 EW0128.The horizontal coordinates were scaled from a topographic map and have
 EW0128.an estimated accuracy of +/- 6 seconds.
 EW0128
 EW0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0128.The vertical order pertains to the NGVD 29 superseded value.
 EW0128
 EW0128.The geoid height was determined by GEOID03.
 EW0128
 EW0128;                    North         East    Units  Estimated Accuracy
 EW0128;SPC CA 5     -   614,220.    1,995,840.      MT  (+/- 180 meters Scaled)
 EW0128
 EW0128                          SUPERSEDED SURVEY CONTROL
 EW0128
 EW0128  NGVD 29 (??/??/92)  899.550  (m)         2951.27   (f) ADJ UNCH    2 0
 EW0128
 EW0128.Superseded values are not recommended for survey control.
 EW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0128.See file dsdata.txt to determine how the superseded data were derived.
 EW0128
 EW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU040213(NAD 83)
 EW0128_MARKER: DD = SURVEY DISK
 EW0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0128_SP_SET: CURB
 EW0128_STAMPING: 352.0 A B M 1971
 EW0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0128
 EW0128  HISTORY     - Date     Condition        Report By
 EW0128  HISTORY     - 1971     MONUMENTED       CADWR
 EW0128  HISTORY     - 1971     GOOD             NGS
 EW0128
 EW0128                          STATION DESCRIPTION
 EW0128
 EW0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0128'8.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0128'8.55 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0128'PUMP PLANT, AT THE CROSSING OF 47TH STREET EAST, IN THE TOP AND
 EW0128'0.6 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB OF
 EW0128'BRIDGE 352.01, 15.0 FEET WEST OF THE CENTER LINE OF THE STREET,
 EW0128'0.7 FOOT WEST OF THE EAST EDGE OF THE CURB, AND ABOUT 1 FOOT
 EW0128'HIGHER THAN THE STREET.  SECTION 8, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0129 ***********************************************************************
 EW0129  DESIGNATION -  352.0 B DWR
 EW0129  PID         -  EW0129
 EW0129  STATE/COUNTY-  CA/LOS ANGELES
 EW0129  USGS QUAD   -  PALMDALE (1974)
 EW0129
 EW0129                         *CURRENT SURVEY CONTROL
 EW0129  ___________________________________________________________________
 EW0129* NAD 83(1986)-  34 31 47.     (N)    118 02 43.     (W)     SCALED    
 EW0129* NAVD 88     -       897.24   (+/-2cm)    2943.7    (feet)  VERTCON   
 EW0129  ___________________________________________________________________
 EW0129  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0129
 EW0129.The horizontal coordinates were scaled from a topographic map and have
 EW0129.an estimated accuracy of +/- 6 seconds.
 EW0129
 EW0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0129.The vertical order pertains to the NGVD 29 superseded value.
 EW0129
 EW0129.The geoid height was determined by GEOID03.
 EW0129
 EW0129;                    North         East    Units  Estimated Accuracy
 EW0129;SPC CA 5     -   614,220.    1,995,840.      MT  (+/- 180 meters Scaled)
 EW0129
 EW0129                          SUPERSEDED SURVEY CONTROL
 EW0129
 EW0129  NGVD 29 (??/??/92)  896.354  (m)         2940.79   (f) ADJ UNCH    2 0
 EW0129
 EW0129.Superseded values are not recommended for survey control.
 EW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0129.See file dsdata.txt to determine how the superseded data were derived.
 EW0129
 EW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU040213(NAD 83)
 EW0129_MARKER: DD = SURVEY DISK
 EW0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0129_SP_SET: CONCRETE LINING
 EW0129_STAMPING: MILE 352.0 B
 EW0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0129
 EW0129  HISTORY     - Date     Condition        Report By
 EW0129  HISTORY     - UNK      MONUMENTED       CADWR
 EW0129  HISTORY     - 1971     GOOD             NGS
 EW0129
 EW0129                          STATION DESCRIPTION
 EW0129
 EW0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0129'8.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0129'8.55 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0129'PUMP PLANT, AT AQUEDUCT MILEAGE 352.00, IN THE TOP OF THE NORTH
 EW0129'CONCRETE LINING OF THE AQUEDUCT, 112.0 FEET WEST OF THE NORTH
 EW0129'END OF 47TH STREET EAST BRIDGE 352.01 OVER THE AQUEDUCT, AND
 EW0129'ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 8, T 5N,
 EW0129'R 11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0127 ***********************************************************************
 EW0127  DESIGNATION -  352.2 B DWR
 EW0127  PID         -  EW0127
 EW0127  STATE/COUNTY-  CA/LOS ANGELES
 EW0127  USGS QUAD   -  PALMDALE (1974)
 EW0127
 EW0127                         *CURRENT SURVEY CONTROL
 EW0127  ___________________________________________________________________
 EW0127* NAD 83(1986)-  34 31 43.     (N)    118 02 32.     (W)     SCALED    
 EW0127* NAVD 88     -       897.19   (+/-2cm)    2943.5    (feet)  VERTCON   
 EW0127  ___________________________________________________________________
 EW0127  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0127
 EW0127.The horizontal coordinates were scaled from a topographic map and have
 EW0127.an estimated accuracy of +/- 6 seconds.
 EW0127
 EW0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0127.The vertical order pertains to the NGVD 29 superseded value.
 EW0127
 EW0127.The geoid height was determined by GEOID03.
 EW0127
 EW0127;                    North         East    Units  Estimated Accuracy
 EW0127;SPC CA 5     -   614,100.    1,996,120.      MT  (+/- 180 meters Scaled)
 EW0127
 EW0127                          SUPERSEDED SURVEY CONTROL
 EW0127
 EW0127  NGVD 29 (??/??/92)  896.311  (m)         2940.65   (f) ADJ UNCH    2 0
 EW0127
 EW0127.Superseded values are not recommended for survey control.
 EW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0127.See file dsdata.txt to determine how the superseded data were derived.
 EW0127
 EW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU043212(NAD 83)
 EW0127_MARKER: DD = SURVEY DISK
 EW0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0127_SP_SET: CONCRETE LINING
 EW0127_STAMPING: MILE 352.2 B
 EW0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0127
 EW0127  HISTORY     - Date     Condition        Report By
 EW0127  HISTORY     - UNK      MONUMENTED       CADWR
 EW0127  HISTORY     - 1971     GOOD             NGS
 EW0127
 EW0127                          STATION DESCRIPTION
 EW0127
 EW0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0127'8.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0127'8.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0127'PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN STRUCTURE,
 EW0127'IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 30
 EW0127'FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 5.5
 EW0127'FEET EAST OF AQUEDUCT STATION 543, AND ABOUT 8 FEET LOWER
 EW0127'THAN THE ROAD.  SECTION 9, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1516 ***********************************************************************
 EW1516  DESIGNATION -  352.298 C OF LA
 EW1516  PID         -  EW1516
 EW1516  STATE/COUNTY-  CA/LOS ANGELES
 EW1516  USGS QUAD   -  HOLLYWOOD (1994)
 EW1516
 EW1516                         *CURRENT SURVEY CONTROL
 EW1516  ___________________________________________________________________
 EW1516* NAD 83(1986)-  34 05 53.     (N)    118 21 10.     (W)     SCALED    
 EW1516* NAVD 88     -       108.16   (+/-2cm)     354.9    (feet)  VERTCON   
 EW1516  ___________________________________________________________________
 EW1516  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1516  VERT ORDER  -  THIRD (See Below)
 EW1516
 EW1516.The horizontal coordinates were scaled from a topographic map and have
 EW1516.an estimated accuracy of +/- 6 seconds.
 EW1516
 EW1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1516.The vertical order pertains to the NGVD 29 superseded value.
 EW1516
 EW1516.The geoid height was determined by GEOID03.
 EW1516
 EW1516;                    North         East    Units  Estimated Accuracy
 EW1516;SPC CA 5     -   566,400.    1,967,450.      MT  (+/- 180 meters Scaled)
 EW1516
 EW1516                          SUPERSEDED SURVEY CONTROL
 EW1516
 EW1516  NGVD 29 (??/??/??)  107.38   (m)          352.3    (f) RESET       3  
 EW1516
 EW1516.Superseded values are not recommended for survey control.
 EW1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1516.See file dsdata.txt to determine how the superseded data were derived.
 EW1516
 EW1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT752738(NAD 83)
 EW1516_MARKER: S = SPIKE
 EW1516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1516_SP_SET: SUBWAY WALL
 EW1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1516
 EW1516  HISTORY     - Date     Condition        Report By
 EW1516  HISTORY     - UNK      MONUMENTED       CA1980
 EW1516  HISTORY     - 1945     GOOD             NGS
 EW1516
 EW1516                          STATION DESCRIPTION
 EW1516
 EW1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1516'AT LOS ANGELES.
 EW1516'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND GARDNER
 EW1516'STREET.  SET IN THE SOUTH HEADWALL OF THE NORTH ENTRANCE TO A
 EW1516'PEDESTRIAN SUBWAY UNDER SUNSET BOULEVARD, 2.2 FEET EAST OF THE
 EW1516'EAST CURB OF GARDNER STREET AND 21.6 FEET NORTH OF THE NORTH
 EW1516'CURBLINE OF SUNSET BOULEVARD.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0126 ***********************************************************************
 EW0126  DESIGNATION -  352.4 B DWR
 EW0126  PID         -  EW0126
 EW0126  STATE/COUNTY-  CA/LOS ANGELES
 EW0126  USGS QUAD   -  PALMDALE (1974)
 EW0126
 EW0126                         *CURRENT SURVEY CONTROL
 EW0126  ___________________________________________________________________
 EW0126* NAD 83(1986)-  34 31 44.     (N)    118 02 22.     (W)     SCALED    
 EW0126* NAVD 88     -       897.17   (+/-2cm)    2943.5    (feet)  VERTCON   
 EW0126  ___________________________________________________________________
 EW0126  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0126
 EW0126.The horizontal coordinates were scaled from a topographic map and have
 EW0126.an estimated accuracy of +/- 6 seconds.
 EW0126
 EW0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0126.The vertical order pertains to the NGVD 29 superseded value.
 EW0126
 EW0126.The geoid height was determined by GEOID03.
 EW0126
 EW0126;                    North         East    Units  Estimated Accuracy
 EW0126;SPC CA 5     -   614,130.    1,996,380.      MT  (+/- 180 meters Scaled)
 EW0126
 EW0126                          SUPERSEDED SURVEY CONTROL
 EW0126
 EW0126  NGVD 29 (??/??/92)  896.287  (m)         2940.57   (f) ADJ UNCH    2 0
 EW0126
 EW0126.Superseded values are not recommended for survey control.
 EW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0126.See file dsdata.txt to determine how the superseded data were derived.
 EW0126
 EW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU046212(NAD 83)
 EW0126_MARKER: DD = SURVEY DISK
 EW0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0126_SP_SET: CONCRETE LINING
 EW0126_STAMPING: MILE 352.4 B
 EW0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0126
 EW0126  HISTORY     - Date     Condition        Report By
 EW0126  HISTORY     - UNK      MONUMENTED       CADWR
 EW0126  HISTORY     - 1971     GOOD             NGS
 EW0126
 EW0126                          STATION DESCRIPTION
 EW0126
 EW0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0126'8.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0126'8.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0126'PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN STRUCTURE,
 EW0126'IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 30
 EW0126'FEET SOUTH OF THE NORTH LEVEE ROAD, 120 FEET EAST OF AQUEDUCT
 EW0126'STATION 552+27.87, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0117 ***********************************************************************
 EW0117  DESIGNATION -  352.7 A DWR
 EW0117  PID         -  EW0117
 EW0117  STATE/COUNTY-  CA/LOS ANGELES
 EW0117  USGS QUAD   -  PALMDALE (1974)
 EW0117
 EW0117                         *CURRENT SURVEY CONTROL
 EW0117  ___________________________________________________________________
 EW0117* NAD 83(1986)-  34 31 39.     (N)    118 02 01.     (W)     SCALED    
 EW0117* NAVD 88     -       898.81   (+/-2cm)    2948.8    (feet)  VERTCON   
 EW0117  ___________________________________________________________________
 EW0117  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0117
 EW0117.The horizontal coordinates were scaled from a topographic map and have
 EW0117.an estimated accuracy of +/- 6 seconds.
 EW0117
 EW0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0117.The vertical order pertains to the NGVD 29 superseded value.
 EW0117
 EW0117.The geoid height was determined by GEOID03.
 EW0117
 EW0117;                    North         East    Units  Estimated Accuracy
 EW0117;SPC CA 5     -   613,980.    1,996,910.      MT  (+/- 180 meters Scaled)
 EW0117
 EW0117                          SUPERSEDED SURVEY CONTROL
 EW0117
 EW0117  NGVD 29 (??/??/92)  897.924  (m)         2945.94   (f) ADJ UNCH    2 0
 EW0117
 EW0117.Superseded values are not recommended for survey control.
 EW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0117.See file dsdata.txt to determine how the superseded data were derived.
 EW0117
 EW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU051211(NAD 83)
 EW0117_MARKER: DD = SURVEY DISK
 EW0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0117_SP_SET: WALL
 EW0117_STAMPING: 352.7 A 1971
 EW0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0117
 EW0117  HISTORY     - Date     Condition        Report By
 EW0117  HISTORY     - 1971     MONUMENTED       CADWR
 EW0117  HISTORY     - 1971     GOOD             NGS
 EW0117
 EW0117                          STATION DESCRIPTION
 EW0117
 EW0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0117'7.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0117'7.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0117'PUMP PLANT, IN THE TOP AND 0.5 FOOT WEST OF THE EAST END OF THE
 EW0117'NORTH CONCRETE WALL OF CHECK DAM 55 352.70.  1.7 FEET NORTHEAST
 EW0117'OF THE NORTHEAST CORNER OF A METAL GUARDRAIL, AND ABOUT LEVEL
 EW0117'WITH THE LEVEE ROAD.  SECTION 16, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0118 ***********************************************************************
 EW0118  DESIGNATION -  352.7 B DWR
 EW0118  PID         -  EW0118
 EW0118  STATE/COUNTY-  CA/LOS ANGELES
 EW0118  USGS QUAD   -  PALMDALE (1974)
 EW0118
 EW0118                         *CURRENT SURVEY CONTROL
 EW0118  ___________________________________________________________________
 EW0118* NAD 83(1986)-  34 31 39.     (N)    118 02 03.     (W)     SCALED    
 EW0118* NAVD 88     -       897.12   (+/-2cm)    2943.3    (feet)  VERTCON   
 EW0118  ___________________________________________________________________
 EW0118  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0118
 EW0118.The horizontal coordinates were scaled from a topographic map and have
 EW0118.an estimated accuracy of +/- 6 seconds.
 EW0118
 EW0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0118.The vertical order pertains to the NGVD 29 superseded value.
 EW0118
 EW0118.The geoid height was determined by GEOID03.
 EW0118
 EW0118;                    North         East    Units  Estimated Accuracy
 EW0118;SPC CA 5     -   613,980.    1,996,860.      MT  (+/- 180 meters Scaled)
 EW0118
 EW0118                          SUPERSEDED SURVEY CONTROL
 EW0118
 EW0118  NGVD 29 (??/??/92)  896.236  (m)         2940.40   (f) ADJ UNCH    2 0
 EW0118
 EW0118.Superseded values are not recommended for survey control.
 EW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0118.See file dsdata.txt to determine how the superseded data were derived.
 EW0118
 EW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU050211(NAD 83)
 EW0118_MARKER: DD = SURVEY DISK
 EW0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0118_SP_SET: CONCRETE LINING
 EW0118_STAMPING: MILE 352.7 B
 EW0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0118
 EW0118  HISTORY     - Date     Condition        Report By
 EW0118  HISTORY     - UNK      MONUMENTED       CADWR
 EW0118  HISTORY     - 1971     GOOD             NGS
 EW0118
 EW0118                          STATION DESCRIPTION
 EW0118
 EW0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0118'7.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0118'7.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0118'PUMP PLANT, AT THE INLET FOR THE CHESEBORO SIPHON, IN THE TOP OF
 EW0118'THE NORTH CONCRETE LINING OF THE AQUEDUCT, 36 FEET WEST OF THE
 EW0118'NORTHWEST END OF A GUARDRAIL, 90.0 FEET WEST OF THE NORTH END
 EW0118'OF CHECK DAM 55 352.70, AND ABOUT 8 FEET LOWER THAN THE NORTH
 EW0118'LEVEE ROAD.  SECTION 16, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0023 ***********************************************************************
 EW0023  DESIGNATION -  352.8 C DWR
 EW0023  PID         -  EW0023
 EW0023  STATE/COUNTY-  CA/LOS ANGELES
 EW0023  USGS QUAD   -  PALMDALE (1974)
 EW0023
 EW0023                         *CURRENT SURVEY CONTROL
 EW0023  ___________________________________________________________________
 EW0023* NAD 83(1986)-  34 31 56.     (N)    118 04 03.     (W)     SCALED    
 EW0023* NAVD 88     -       903.18   (+/-2cm)    2963.2    (feet)  VERTCON   
 EW0023  ___________________________________________________________________
 EW0023  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EW0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0023
 EW0023.The horizontal coordinates were scaled from a topographic map and have
 EW0023.an estimated accuracy of +/- 6 seconds.
 EW0023
 EW0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0023.The vertical order pertains to the NGVD 29 superseded value.
 EW0023
 EW0023.The geoid height was determined by GEOID03.
 EW0023
 EW0023;                    North         East    Units  Estimated Accuracy
 EW0023;SPC CA 5     -   614,500.    1,993,800.      MT  (+/- 180 meters Scaled)
 EW0023
 EW0023                          SUPERSEDED SURVEY CONTROL
 EW0023
 EW0023  NGVD 29 (??/??/92)  902.300  (m)         2960.30   (f) ADJ UNCH    2 0
 EW0023
 EW0023.Superseded values are not recommended for survey control.
 EW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0023.See file dsdata.txt to determine how the superseded data were derived.
 EW0023
 EW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU020216(NAD 83)
 EW0023_MARKER: DD = SURVEY DISK
 EW0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0023_STAMPING: 352.8 C B M 1968
 EW0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0023+STABILITY: SURFACE MOTION
 EW0023
 EW0023  HISTORY     - Date     Condition        Report By
 EW0023  HISTORY     - 1968     MONUMENTED       CADWR
 EW0023  HISTORY     - 1971     GOOD             NGS
 EW0023
 EW0023                          STATION DESCRIPTION
 EW0023
 EW0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0023'9.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0023'9.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0023'PUMP PLANT, ABOUT 250 FEET NORTHEAST OF OVERCHUTE 350.74, 48.5
 EW0023'FEET NORTH OF POWER POLE 116-260, 0.8 FOOT NORTH OF THE NORTH
 EW0023'RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 EW0023'15 FEET HIGHER THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP
 EW0023'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EW0023'SECTION 7, T5N, R 11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0116 ***********************************************************************
 EW0116  DESIGNATION -  352.9 A DWR
 EW0116  PID         -  EW0116
 EW0116  STATE/COUNTY-  CA/LOS ANGELES
 EW0116  USGS QUAD   -  PALMDALE (1974)
 EW0116
 EW0116                         *CURRENT SURVEY CONTROL
 EW0116  ___________________________________________________________________
 EW0116* NAD 83(1986)-  34 31 39.     (N)    118 01 54.     (W)     SCALED    
 EW0116* NAVD 88     -       898.33   (+/-2cm)    2947.3    (feet)  VERTCON   
 EW0116  ___________________________________________________________________
 EW0116  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0116
 EW0116.The horizontal coordinates were scaled from a topographic map and have
 EW0116.an estimated accuracy of +/- 6 seconds.
 EW0116
 EW0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0116.The vertical order pertains to the NGVD 29 superseded value.
 EW0116
 EW0116.The geoid height was determined by GEOID03.
 EW0116
 EW0116;                    North         East    Units  Estimated Accuracy
 EW0116;SPC CA 5     -   613,980.    1,997,090.      MT  (+/- 180 meters Scaled)
 EW0116
 EW0116                          SUPERSEDED SURVEY CONTROL
 EW0116
 EW0116  NGVD 29 (??/??/92)  897.443  (m)         2944.36   (f) ADJ UNCH    2 0
 EW0116
 EW0116.Superseded values are not recommended for survey control.
 EW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0116.See file dsdata.txt to determine how the superseded data were derived.
 EW0116
 EW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU053211(NAD 83)
 EW0116_MARKER: DD = SURVEY DISK
 EW0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0116_SP_SET: WALL
 EW0116_STAMPING: 352.9 A 1971
 EW0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0116
 EW0116  HISTORY     - Date     Condition        Report By
 EW0116  HISTORY     - 1971     MONUMENTED       CADWR
 EW0116  HISTORY     - 1971     GOOD             NGS
 EW0116
 EW0116                          STATION DESCRIPTION
 EW0116
 EW0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0116'7.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0116'7.65 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0116'PUMP PLANT, AT THE CHESEBORO SIPHON, IN THE TOP AND 0.6 FOOT
 EW0116'EAST OF THE WEST END OF THE NORTH CONCRETE WALL OF THE EAST
 EW0116'PORTAL OF THE SIPHON, 1.2 FEET NORTH OF THE NORTHWEST CORNER
 EW0116'OF THE GUARDRAIL, AND ABOUT LEVEL WITH THE LEVEE ROAD.  SECTION
 EW0116'16, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0115 ***********************************************************************
 EW0115  DESIGNATION -  352.9 B DWR
 EW0115  PID         -  EW0115
 EW0115  STATE/COUNTY-  CA/LOS ANGELES
 EW0115  USGS QUAD   -  PALMDALE (1974)
 EW0115
 EW0115                         *CURRENT SURVEY CONTROL
 EW0115  ___________________________________________________________________
 EW0115* NAD 83(1986)-  34 31 39.     (N)    118 01 53.     (W)     SCALED    
 EW0115* NAVD 88     -       896.85   (+/-2cm)    2942.4    (feet)  VERTCON   
 EW0115  ___________________________________________________________________
 EW0115  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0115
 EW0115.The horizontal coordinates were scaled from a topographic map and have
 EW0115.an estimated accuracy of +/- 6 seconds.
 EW0115
 EW0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0115.The vertical order pertains to the NGVD 29 superseded value.
 EW0115
 EW0115.The geoid height was determined by GEOID03.
 EW0115
 EW0115;                    North         East    Units  Estimated Accuracy
 EW0115;SPC CA 5     -   613,980.    1,997,120.      MT  (+/- 180 meters Scaled)
 EW0115
 EW0115                          SUPERSEDED SURVEY CONTROL
 EW0115
 EW0115  NGVD 29 (??/??/92)  895.968  (m)         2939.52   (f) ADJ UNCH    2 0
 EW0115
 EW0115.Superseded values are not recommended for survey control.
 EW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0115.See file dsdata.txt to determine how the superseded data were derived.
 EW0115
 EW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU053211(NAD 83)
 EW0115_MARKER: DD = SURVEY DISK
 EW0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0115_SP_SET: CONCRETE LINING
 EW0115_STAMPING: MILE 352.9 B
 EW0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0115
 EW0115  HISTORY     - Date     Condition        Report By
 EW0115  HISTORY     - UNK      MONUMENTED       CADWR
 EW0115  HISTORY     - 1971     GOOD             NGS
 EW0115
 EW0115                          STATION DESCRIPTION
 EW0115
 EW0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0115'7.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0115'7.65 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0115'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0115'AQUEDUCT, 26 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE
 EW0115'ROAD, 33.0 FEET EAST OF THE NORTHEAST END OF A GUARDRAIL, AND
 EW0115'ABOUT 6 FEET LOWER THAN THE ROAD.  SECTION 16, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0222 ***********************************************************************
 LT0222  DESIGNATION -  3528.3 USGS
 LT0222  PID         -  LT0222
 LT0222  STATE/COUNTY-  CA/SHASTA
 LT0222  USGS QUAD   -  HOGBACK RIDGE (1995)
 LT0222
 LT0222                         *CURRENT SURVEY CONTROL
 LT0222  ___________________________________________________________________
 LT0222* NAD 83(1986)-  40 55 09.     (N)    121 29 23.     (W)     SCALED    
 LT0222* NAVD 88     -      1076.65   (+/-2cm)    3532.3    (feet)  VERTCON   
 LT0222  ___________________________________________________________________
 LT0222  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 LT0222  VERT ORDER  -  ? (See Below)
 LT0222
 LT0222.The horizontal coordinates were scaled from a topographic map and have
 LT0222.an estimated accuracy of +/- 6 seconds.
 LT0222
 LT0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0222.The vertical order pertains to the NGVD 29 superseded value.
 LT0222
 LT0222.The geoid height was determined by GEOID03.
 LT0222
 LT0222;                    North         East    Units  Estimated Accuracy
 LT0222;SPC CA 1     -   676,210.    2,042,980.      MT  (+/- 180 meters Scaled)
 LT0222
 LT0222                          SUPERSEDED SURVEY CONTROL
 LT0222
 LT0222  NGVD 29 (??/??/??) 1075.681  (m)         3529.13   (f) ADJUSTED    ?  
 LT0222
 LT0222.Superseded values are not recommended for survey control.
 LT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0222.See file dsdata.txt to determine how the superseded data were derived.
 LT0222
 LT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL271308(NAD 83)
 LT0222_MARKER: N = NAIL
 LT0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0222_SP_SET: TREE
 LT0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0222
 LT0222  HISTORY     - Date     Condition        Report By
 LT0222  HISTORY     - UNK      MONUMENTED       USGS
 LT0222  HISTORY     - 1935     GOOD             NGS
 LT0222
 LT0222                          STATION DESCRIPTION
 LT0222
 LT0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0222'8.2 MI SW FROM FALL RIVER MILLS.
 LT0222'8.2 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY FROM
 LT0222'FALL RIVER MILLS, SHASTA COUNTY, NEAR AN ELECTRIC-POWER LINE,
 LT0222'23 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE ROOT ON
 LT0222'THE NORTH SIDE OF A 21-INCH PINE TREE.  A UNITED STATES GEOLOGICAL
 LT0222'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1135 ***********************************************************************
 GT1135  DESIGNATION -  353 RESET
 GT1135  PID         -  GT1135
 GT1135  STATE/COUNTY-  CA/TULARE
 GT1135  USGS QUAD   -  IVANHOE (1969)
 GT1135
 GT1135                         *CURRENT SURVEY CONTROL
 GT1135  ___________________________________________________________________
 GT1135* NAD 83(1986)-  36 29 10.     (N)    119 13 23.     (W)     SCALED    
 GT1135* NAVD 88     -       108.19   (+/-2cm)     355.0    (feet)  VERTCON   
 GT1135  ___________________________________________________________________
 GT1135  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GT1135  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1135
 GT1135.The horizontal coordinates were scaled from a topographic map and have
 GT1135.an estimated accuracy of +/- 6 seconds.
 GT1135
 GT1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1135.The vertical order pertains to the NGVD 29 superseded value.
 GT1135
 GT1135.The geoid height was determined by GEOID03.
 GT1135
 GT1135;                    North         East    Units  Estimated Accuracy
 GT1135;SPC CA 4     -   627,940.    1,980,010.      MT  (+/- 180 meters Scaled)
 GT1135
 GT1135                          SUPERSEDED SURVEY CONTROL
 GT1135
 GT1135  NGVD 29 (??/??/92)  107.368  (m)          352.26   (f) ADJ UNCH    1 1
 GT1135
 GT1135.Superseded values are not recommended for survey control.
 GT1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1135.See file dsdata.txt to determine how the superseded data were derived.
 GT1135
 GT1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA008401(NAD 83)
 GT1135_MARKER: DD = SURVEY DISK
 GT1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1135_STAMPING: PT 23 M 1921 RESET 1969
 GT1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1135+STABILITY: SURFACE MOTION
 GT1135
 GT1135  HISTORY     - Date     Condition        Report By
 GT1135  HISTORY     - 1969     MONUMENTED       USGS
 GT1135  HISTORY     - 1972     GOOD             NGS
 GT1135
 GT1135                          STATION DESCRIPTION
 GT1135
 GT1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1135'5.3 MI SE FROM EAST OROSI.
 GT1135'5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GT1135'RAILWAY FROM THE STATION AT EAST OROSI, THENCE 0.3 MILE EAST
 GT1135'ALONG AVENUE 384, AT SEVILLE, AT THE SOUTHWEST CORNER OF THE
 GT1135'JUNCTION OF ROAD 156, 50 FEET SOUTH OF THE CENTER LINE OF THE
 GT1135'AVENUE, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 1/2
 GT1135'FEET SOUTH OF THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND
 GT1135'STONE CORRAL SCHOOL, 1.4 FEET EAST OF THE EAST FENCE, ABOUT
 GT1135'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 GT1135'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 2, T17S, R25E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0114 ***********************************************************************
 EW0114  DESIGNATION -  353.0 B DWR
 EW0114  PID         -  EW0114
 EW0114  STATE/COUNTY-  CA/LOS ANGELES
 EW0114  USGS QUAD   -  PALMDALE (1974)
 EW0114
 EW0114                         *CURRENT SURVEY CONTROL
 EW0114  ___________________________________________________________________
 EW0114* NAD 83(1986)-  34 31 39.     (N)    118 01 51.     (W)     SCALED    
 EW0114* NAVD 88     -       896.90   (+/-2cm)    2942.6    (feet)  VERTCON   
 EW0114  ___________________________________________________________________
 EW0114  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0114
 EW0114.The horizontal coordinates were scaled from a topographic map and have
 EW0114.an estimated accuracy of +/- 6 seconds.
 EW0114
 EW0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0114.The vertical order pertains to the NGVD 29 superseded value.
 EW0114
 EW0114.The geoid height was determined by GEOID03.
 EW0114
 EW0114;                    North         East    Units  Estimated Accuracy
 EW0114;SPC CA 5     -   613,980.    1,997,170.      MT  (+/- 180 meters Scaled)
 EW0114
 EW0114                          SUPERSEDED SURVEY CONTROL
 EW0114
 EW0114  NGVD 29 (??/??/92)  896.017  (m)         2939.68   (f) ADJ UNCH    2 0
 EW0114
 EW0114.Superseded values are not recommended for survey control.
 EW0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0114.See file dsdata.txt to determine how the superseded data were derived.
 EW0114
 EW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU053211(NAD 83)
 EW0114_MARKER: DD = SURVEY DISK
 EW0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0114_SP_SET: CONCRETE LINING
 EW0114_STAMPING: MILE 353.0 B
 EW0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0114
 EW0114  HISTORY     - Date     Condition        Report By
 EW0114  HISTORY     - UNK      MONUMENTED       CADWR
 EW0114  HISTORY     - 1971     GOOD             NGS
 EW0114
 EW0114                          STATION DESCRIPTION
 EW0114
 EW0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0114'7.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0114'7.6 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0114'PUMP PLANT, AT PIPE CROSSING 352.96, IN THE TOP OF THE NORTH
 EW0114'CONCRETE LINING OF THE AQUEDUCT, 73.0 FEET WEST OF THE CROSSING
 EW0114'OF THE PIPE, 30.0 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 EW0114'LEVEE ROAD, AND ABOUT 10 FEET LOWER THAN THE ROAD.  SECTION 16,
 EW0114'T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0124 ***********************************************************************
 EW0124  DESIGNATION -  353.1 A DWR
 EW0124  PID         -  EW0124
 EW0124  STATE/COUNTY-  CA/LOS ANGELES
 EW0124  USGS QUAD   -  PALMDALE (1974)
 EW0124
 EW0124                         *CURRENT SURVEY CONTROL
 EW0124  ___________________________________________________________________
 EW0124* NAD 83(1986)-  34 31 39.     (N)    118 01 40.     (W)     SCALED    
 EW0124* NAVD 88     -       899.62   (+/-2cm)    2951.5    (feet)  VERTCON   
 EW0124  ___________________________________________________________________
 EW0124  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0124
 EW0124.The horizontal coordinates were scaled from a topographic map and have
 EW0124.an estimated accuracy of +/- 6 seconds.
 EW0124
 EW0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0124.The vertical order pertains to the NGVD 29 superseded value.
 EW0124
 EW0124.The geoid height was determined by GEOID03.
 EW0124
 EW0124;                    North         East    Units  Estimated Accuracy
 EW0124;SPC CA 5     -   613,980.    1,997,450.      MT  (+/- 180 meters Scaled)
 EW0124
 EW0124                          SUPERSEDED SURVEY CONTROL
 EW0124
 EW0124  NGVD 29 (??/??/92)  898.740  (m)         2948.62   (f) ADJ UNCH    2 0
 EW0124
 EW0124.Superseded values are not recommended for survey control.
 EW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0124.See file dsdata.txt to determine how the superseded data were derived.
 EW0124
 EW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU056211(NAD 83)
 EW0124_MARKER: DD = SURVEY DISK
 EW0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0124_SP_SET: CURB
 EW0124_STAMPING: 353.1 A 1971
 EW0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0124
 EW0124  HISTORY     - Date     Condition        Report By
 EW0124  HISTORY     - 1971     MONUMENTED       CADWR
 EW0124  HISTORY     - 1971     GOOD             NGS
 EW0124
 EW0124                          STATION DESCRIPTION
 EW0124
 EW0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0124'7.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0124'7.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0124'PUMP PLANT, AT THE CROSSING OF CHESEBORO ROAD, IN THE TOP AND
 EW0124'0.3 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB OF
 EW0124'BRIDGE 353.07 OVER THE AQUEDUCT, 15 1/2 FEET WEST OF THE CENTER
 EW0124'LINE OF THE ROAD, 0.8 FOOT WEST OF THE EAST EDGE OF THE CURB,
 EW0124'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  SECTION 9, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0125 ***********************************************************************
 EW0125  DESIGNATION -  353.1 B DWR
 EW0125  PID         -  EW0125
 EW0125  STATE/COUNTY-  CA/LOS ANGELES
 EW0125  USGS QUAD   -  PALMDALE (1974)
 EW0125
 EW0125                         *CURRENT SURVEY CONTROL
 EW0125  ___________________________________________________________________
 EW0125* NAD 83(1986)-  34 31 39.     (N)    118 01 42.     (W)     SCALED    
 EW0125* NAVD 88     -       896.85   (+/-2cm)    2942.4    (feet)  VERTCON   
 EW0125  ___________________________________________________________________
 EW0125  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0125
 EW0125.The horizontal coordinates were scaled from a topographic map and have
 EW0125.an estimated accuracy of +/- 6 seconds.
 EW0125
 EW0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0125.The vertical order pertains to the NGVD 29 superseded value.
 EW0125
 EW0125.The geoid height was determined by GEOID03.
 EW0125
 EW0125;                    North         East    Units  Estimated Accuracy
 EW0125;SPC CA 5     -   613,980.    1,997,400.      MT  (+/- 180 meters Scaled)
 EW0125
 EW0125                          SUPERSEDED SURVEY CONTROL
 EW0125
 EW0125  NGVD 29 (??/??/92)  895.970  (m)         2939.53   (f) ADJ UNCH    2 0
 EW0125
 EW0125.Superseded values are not recommended for survey control.
 EW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0125.See file dsdata.txt to determine how the superseded data were derived.
 EW0125
 EW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU056211(NAD 83)
 EW0125_MARKER: DD = SURVEY DISK
 EW0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0125_SP_SET: CONCRETE LINING
 EW0125_STAMPING: MILE 353.1 B
 EW0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0125
 EW0125  HISTORY     - Date     Condition        Report By
 EW0125  HISTORY     - UNK      MONUMENTED       CADWR
 EW0125  HISTORY     - 1971     GOOD             NGS
 EW0125
 EW0125                          STATION DESCRIPTION
 EW0125
 EW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0125'7.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0125'7.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0125'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0125'AQUEDUCT, 82.0 FEET WEST OF THE NORTH END OF THE CHESEBORO ROAD
 EW0125'BRIDGE 353.07, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EW0125'SECTION 9, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0022 ***********************************************************************
 JT0022  DESIGNATION -  353.3
 JT0022  PID         -  JT0022
 JT0022  STATE/COUNTY-  CA/YOLO
 JT0022  USGS QUAD   -  BROOKS (1992)
 JT0022
 JT0022                         *CURRENT SURVEY CONTROL
 JT0022  ___________________________________________________________________
 JT0022* NAD 83(1986)-  38 43 39.     (N)    122 08 27.     (W)     SCALED    
 JT0022* NAVD 88     -       108.45   (+/-2cm)     355.8    (feet)  VERTCON   
 JT0022  ___________________________________________________________________
 JT0022  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JT0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0022
 JT0022.The horizontal coordinates were scaled from a topographic map and have
 JT0022.an estimated accuracy of +/- 6 seconds.
 JT0022
 JT0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0022.The vertical order pertains to the NGVD 29 superseded value.
 JT0022
 JT0022.The geoid height was determined by GEOID03.
 JT0022
 JT0022;                    North         East    Units  Estimated Accuracy
 JT0022;SPC CA 2     -   617,770.    1,987,750.      MT  (+/- 180 meters Scaled)
 JT0022
 JT0022                          SUPERSEDED SURVEY CONTROL
 JT0022
 JT0022  NGVD 29 (??/??/92)  107.63   (m)          353.1    (f) COMPUTED    2 0
 JT0022
 JT0022.Superseded values are not recommended for survey control.
 JT0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0022.See file dsdata.txt to determine how the superseded data were derived.
 JT0022
 JT0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH746868(NAD 83)
 JT0022_MARKER: Q = CHISELED SQUARE
 JT0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0022_SP_SET: CULVERT
 JT0022_MARK LOGO: USGS  
 JT0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0022
 JT0022  HISTORY     - Date     Condition        Report By
 JT0022  HISTORY     - UNK      MONUMENTED       USGS
 JT0022  HISTORY     - 1942     GOOD             NGS
 JT0022  HISTORY     - 1966     MARK NOT FOUND   NGS
 JT0022
 JT0022                          STATION DESCRIPTION
 JT0022
 JT0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JT0022'5.9 MI NW FROM CAPAY.
 JT0022'5.9 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM CAPAY, YOLO
 JT0022'COUNTY, 515 FEET NORTH OF GWM 24 (USGS) DESCRIBED ABOVE, 14
 JT0022'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE
 JT0022'CULVERT, AND ON THE NORTH END OF THE EAST HEADWALL.  A CHISELED
 JT0022'SQUARE.
 JT0022
 JT0022                          STATION RECOVERY (1966)
 JT0022
 JT0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JT0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0122 ***********************************************************************
 EW0122  DESIGNATION -  353.3 B DWR
 EW0122  PID         -  EW0122
 EW0122  STATE/COUNTY-  CA/LOS ANGELES
 EW0122  USGS QUAD   -  PALMDALE (1974)
 EW0122
 EW0122                         *CURRENT SURVEY CONTROL
 EW0122  ___________________________________________________________________
 EW0122* NAD 83(1986)-  34 31 34.     (N)    118 01 26.     (W)     SCALED    
 EW0122* NAVD 88     -       896.85   (+/-2cm)    2942.4    (feet)  VERTCON   
 EW0122  ___________________________________________________________________
 EW0122  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0122
 EW0122.The horizontal coordinates were scaled from a topographic map and have
 EW0122.an estimated accuracy of +/- 6 seconds.
 EW0122
 EW0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0122.The vertical order pertains to the NGVD 29 superseded value.
 EW0122
 EW0122.The geoid height was determined by GEOID03.
 EW0122
 EW0122;                    North         East    Units  Estimated Accuracy
 EW0122;SPC CA 5     -   613,820.    1,997,810.      MT  (+/- 180 meters Scaled)
 EW0122
 EW0122                          SUPERSEDED SURVEY CONTROL
 EW0122
 EW0122  NGVD 29 (??/??/92)  895.967  (m)         2939.52   (f) ADJ UNCH    2 0
 EW0122
 EW0122.Superseded values are not recommended for survey control.
 EW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0122.See file dsdata.txt to determine how the superseded data were derived.
 EW0122
 EW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU060209(NAD 83)
 EW0122_MARKER: DD = SURVEY DISK
 EW0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0122_SP_SET: CONCRETE LINING
 EW0122_STAMPING: MILE 353.3 B
 EW0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0122
 EW0122  HISTORY     - Date     Condition        Report By
 EW0122  HISTORY     - UNK      MONUMENTED       CADWR
 EW0122  HISTORY     - 1971     GOOD             NGS
 EW0122
 EW0122                          STATION DESCRIPTION
 EW0122
 EW0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0122'7.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0122'7.25 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0122'PUMP PLANT, ACROSS THE LEVEE FROM A DRAIN STRUCTURE, IN THE
 EW0122'TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 33 FEET SOUTH
 EW0122'OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 4.0 FEET WEST OF
 EW0122'AQUEDUCT STATION 602, AND ABOUT 6 FEET LOWER THAN THE ROAD.
 EW0122'SECTION 15, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0017 ***********************************************************************
 EW0017  DESIGNATION -  353.3 C DWR
 EW0017  PID         -  EW0017
 EW0017  STATE/COUNTY-  CA/LOS ANGELES
 EW0017  USGS QUAD   -  PALMDALE (1974)
 EW0017
 EW0017                         *CURRENT SURVEY CONTROL
 EW0017  ___________________________________________________________________
 EW0017* NAD 83(1986)-  34 31 52.     (N)    118 03 27.     (W)     SCALED    
 EW0017* NAVD 88     -       893.06   (+/-2cm)    2930.0    (feet)  VERTCON   
 EW0017  ___________________________________________________________________
 EW0017  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0017
 EW0017.The horizontal coordinates were scaled from a topographic map and have
 EW0017.an estimated accuracy of +/- 6 seconds.
 EW0017
 EW0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0017.The vertical order pertains to the NGVD 29 superseded value.
 EW0017
 EW0017.The geoid height was determined by GEOID03.
 EW0017
 EW0017;                    North         East    Units  Estimated Accuracy
 EW0017;SPC CA 5     -   614,380.    1,994,720.      MT  (+/- 180 meters Scaled)
 EW0017
 EW0017                          SUPERSEDED SURVEY CONTROL
 EW0017
 EW0017  NGVD 29 (??/??/92)  892.180  (m)         2927.09   (f) ADJ UNCH    2 0
 EW0017
 EW0017.Superseded values are not recommended for survey control.
 EW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0017.See file dsdata.txt to determine how the superseded data were derived.
 EW0017
 EW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU029215(NAD 83)
 EW0017_MARKER: DD = SURVEY DISK
 EW0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0017_STAMPING: 353.3 C B M 1968
 EW0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0017+STABILITY: SURFACE MOTION
 EW0017
 EW0017  HISTORY     - Date     Condition        Report By
 EW0017  HISTORY     - 1968     MONUMENTED       CADWR
 EW0017  HISTORY     - 1971     GOOD             NGS
 EW0017
 EW0017                          STATION DESCRIPTION
 EW0017
 EW0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0017'9.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0017'9.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0017'PUMP PLANT, AT THE CROSSING OF 40TH STREET EAST, ABOUT 250 FEET
 EW0017'NORTHEAST AND ACROSS THE STREET FROM BENCH MARK 351.2 A (DWR),
 EW0017'92 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 0.4 FOOT
 EW0017'NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A WITNESS
 EW0017'POST, ABOUT 20 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 EW0017'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 EW0017'8, T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1537 ***********************************************************************
 EW1537  DESIGNATION -  353.967 C OF LA
 EW1537  PID         -  EW1537
 EW1537  STATE/COUNTY-  CA/LOS ANGELES
 EW1537  USGS QUAD   -  HOLLYWOOD (1994)
 EW1537
 EW1537                         *CURRENT SURVEY CONTROL
 EW1537  ___________________________________________________________________
 EW1537* NAD 83(1986)-  34 05 53.     (N)    118 19 52.     (W)     SCALED    
 EW1537* NAVD 88     -       108.68   (+/-2cm)     356.6    (feet)  VERTCON   
 EW1537  ___________________________________________________________________
 EW1537  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW1537  VERT ORDER  -  THIRD (See Below)
 EW1537
 EW1537.The horizontal coordinates were scaled from a topographic map and have
 EW1537.an estimated accuracy of +/- 6 seconds.
 EW1537
 EW1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1537.The vertical order pertains to the NGVD 29 superseded value.
 EW1537
 EW1537.The geoid height was determined by GEOID03.
 EW1537
 EW1537;                    North         East    Units  Estimated Accuracy
 EW1537;SPC CA 5     -   566,390.    1,969,450.      MT  (+/- 180 meters Scaled)
 EW1537
 EW1537                          SUPERSEDED SURVEY CONTROL
 EW1537
 EW1537  NGVD 29 (??/??/??)  107.90   (m)          354.0    (f) RESET       3  
 EW1537
 EW1537.Superseded values are not recommended for survey control.
 EW1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1537.See file dsdata.txt to determine how the superseded data were derived.
 EW1537
 EW1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT772738(NAD 83)
 EW1537_MARKER: S = SPIKE
 EW1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1537_SP_SET: CATCH BASIN CURB
 EW1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1537
 EW1537  HISTORY     - Date     Condition        Report By
 EW1537  HISTORY     - UNK      MONUMENTED       CA1980
 EW1537  HISTORY     - 1945     GOOD             NGS
 EW1537
 EW1537                          STATION DESCRIPTION
 EW1537
 EW1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1537'AT LOS ANGELES.
 EW1537'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND WILCOX
 EW1537'AVENUE, IN THE NORTH CURB OF SUNSET BLVD., 26.6 FEET EAST OF THE
 EW1537'EAST CURBLINE OF WILCOX AVENUE AND IN THE EAST END OF A CATCH
 EW1537'BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0460 ***********************************************************************
 KS0460  DESIGNATION -  3535.8
 KS0460  PID         -  KS0460
 KS0460  STATE/COUNTY-  CA/SIERRA
 KS0460  USGS QUAD   -  SIERRA CITY (1981)
 KS0460
 KS0460                         *CURRENT SURVEY CONTROL
 KS0460  ___________________________________________________________________
 KS0460* NAD 83(1986)-  39 34 00.     (N)    120 43 18.     (W)     SCALED    
 KS0460* NAVD 88     -      1078.592  (meters)    3538.68   (feet)  ADJUSTED  
 KS0460  ___________________________________________________________________
 KS0460  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KS0460  DYNAMIC HT  -        1077.682 (meters)    3535.70  (feet)  COMP
 KS0460  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 KS0460
 KS0460  VERT ORDER  -  SECOND    CLASS 0
 KS0460
 KS0460.The horizontal coordinates were scaled from a topographic map and have
 KS0460.an estimated accuracy of +/- 6 seconds.
 KS0460
 KS0460.The orthometric height was determined by differential leveling
 KS0460.and adjusted in June 1991.
 KS0460
 KS0460.The geoid height was determined by GEOID03.
 KS0460
 KS0460.The dynamic height is computed by dividing the NAVD 88
 KS0460.geopotential number by the normal gravity value computed on the
 KS0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0460.degrees latitude (g = 980.6199 gals.).
 KS0460
 KS0460.The modeled gravity was interpolated from observed gravity values.
 KS0460
 KS0460;                    North         East    Units  Estimated Accuracy
 KS0460;SPC CA 2     -   711,690.    2,109,840.      MT  (+/- 180 meters Scaled)
 KS0460
 KS0460                          SUPERSEDED SURVEY CONTROL
 KS0460
 KS0460  NGVD 29 (??/??/??) 1077.613  (m)         3535.47   (f) ADJUSTED    2 0
 KS0460
 KS0460.Superseded values are not recommended for survey control.
 KS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0460.See file dsdata.txt to determine how the superseded data were derived.
 KS0460
 KS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ957821(NAD 83)
 KS0460_MARKER: Q = CHISELED SQUARE
 KS0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0460_SP_SET: CULVERT
 KS0460_MARK LOGO: USGS  
 KS0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0460
 KS0460  HISTORY     - Date     Condition        Report By
 KS0460  HISTORY     - UNK      MONUMENTED       USGS
 KS0460  HISTORY     - 1934     GOOD             CGS
 KS0460
 KS0460                          STATION DESCRIPTION
 KS0460
 KS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0460'5.1 MI W FROM SIERRA CITY.
 KS0460'5.1 MILES WEST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0460'COUNTY, AT A 15-INCH CULVERT, AND ON THE TOP OF THE NORTH
 KS0460'HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0111 ***********************************************************************
 EW0111  DESIGNATION -  354.0 B DWR
 EW0111  PID         -  EW0111
 EW0111  STATE/COUNTY-  CA/LOS ANGELES
 EW0111  USGS QUAD   -  PALMDALE (1974)
 EW0111
 EW0111                         *CURRENT SURVEY CONTROL
 EW0111  ___________________________________________________________________
 EW0111* NAD 83(1986)-  34 31 21.     (N)    118 00 49.     (W)     SCALED    
 EW0111* NAVD 88     -       896.77   (+/-2cm)    2942.2    (feet)  VERTCON   
 EW0111  ___________________________________________________________________
 EW0111  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EW0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0111
 EW0111.The horizontal coordinates were scaled from a topographic map and have
 EW0111.an estimated accuracy of +/- 6 seconds.
 EW0111
 EW0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0111.The vertical order pertains to the NGVD 29 superseded value.
 EW0111
 EW0111.The geoid height was determined by GEOID03.
 EW0111
 EW0111;                    North         East    Units  Estimated Accuracy
 EW0111;SPC CA 5     -   613,420.    1,998,750.      MT  (+/- 180 meters Scaled)
 EW0111
 EW0111                          SUPERSEDED SURVEY CONTROL
 EW0111
 EW0111  NGVD 29 (??/??/92)  895.887  (m)         2939.26   (f) ADJ UNCH    2 0
 EW0111
 EW0111.Superseded values are not recommended for survey control.
 EW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0111.See file dsdata.txt to determine how the superseded data were derived.
 EW0111
 EW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU069205(NAD 83)
 EW0111_MARKER: DD = SURVEY DISK
 EW0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0111_SP_SET: CONCRETE LINING
 EW0111_STAMPING: 354.0 B 1971
 EW0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0111
 EW0111  HISTORY     - Date     Condition        Report By
 EW0111  HISTORY     - 1971     MONUMENTED       CADWR
 EW0111  HISTORY     - 1971     GOOD             NGS
 EW0111
 EW0111                          STATION DESCRIPTION
 EW0111
 EW0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0111'6.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0111'6.6 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0111'PUMP PLANT, AT THE EAST END OF PAINTED MILEAGE 354.00, IN THE
 EW0111'TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 29 FEET SOUTH
 EW0111'OF THE CENTER LINE OF THE NORTH LEVEE ROAD, AND ABOUT 4 FEET
 EW0111'LOWER THAN THE ROAD.  SECTION 15, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0112 ***********************************************************************
 EW0112  DESIGNATION -  354.0 BB DWR
 EW0112  PID         -  EW0112
 EW0112  STATE/COUNTY-  CA/LOS ANGELES
 EW0112  USGS QUAD   -  PALMDALE (1974)
 EW0112
 EW0112                         *CURRENT SURVEY CONTROL
 EW0112  ___________________________________________________________________
 EW0112* NAD 83(1986)-  34 31 21.     (N)    118 00 52.     (W)     SCALED    
 EW0112* NAVD 88     -       896.80   (+/-2cm)    2942.3    (feet)  VERTCON   
 EW0112  ___________________________________________________________________
 EW0112  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EW0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0112
 EW0112.The horizontal coordinates were scaled from a topographic map and have
 EW0112.an estimated accuracy of +/- 6 seconds.
 EW0112
 EW0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0112.The vertical order pertains to the NGVD 29 superseded value.
 EW0112
 EW0112.The geoid height was determined by GEOID03.
 EW0112
 EW0112;                    North         East    Units  Estimated Accuracy
 EW0112;SPC CA 5     -   613,420.    1,998,670.      MT  (+/- 180 meters Scaled)
 EW0112
 EW0112                          SUPERSEDED SURVEY CONTROL
 EW0112
 EW0112  NGVD 29 (??/??/92)  895.917  (m)         2939.35   (f) ADJ UNCH    2 0
 EW0112
 EW0112.Superseded values are not recommended for survey control.
 EW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0112.See file dsdata.txt to determine how the superseded data were derived.
 EW0112
 EW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU068205(NAD 83)
 EW0112_MARKER: DD = SURVEY DISK
 EW0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0112_SP_SET: CONCRETE LINING
 EW0112_STAMPING: MILE 354.0 BB
 EW0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0112
 EW0112  HISTORY     - Date     Condition        Report By
 EW0112  HISTORY     - UNK      MONUMENTED       CADWR
 EW0112  HISTORY     - 1971     GOOD             NGS
 EW0112
 EW0112                          STATION DESCRIPTION
 EW0112
 EW0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0112'6.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0112'6.65 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0112'PUMP PLANT, 0.05 MILE WEST OF THE PAINTED MILEAGE 354.00, ACROSS
 EW0112'THE NORTH LEVEE FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTH
 EW0112'CONCRETE LINING OF THE AQUEDUCT, 24 FEET SOUTH OF THE CENTER
 EW0112'LINE OF THE NORTH LEVEE ROAD, 6 FEET WEST OF THE CENTER OF A
 EW0112'LADDER, AND ABOUT 6 FEET LOWER THAN THE ROAD.  SECTION 15, T5N,
 EW0112'R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0130 ***********************************************************************
 EW0130  DESIGNATION -  354.1 C DWR
 EW0130  PID         -  EW0130
 EW0130  STATE/COUNTY-  CA/LOS ANGELES
 EW0130  USGS QUAD   -  PALMDALE (1974)
 EW0130
 EW0130                         *CURRENT SURVEY CONTROL
 EW0130  ___________________________________________________________________
 EW0130* NAD 83(1986)-  34 31 47.     (N)    118 02 43.     (W)     SCALED    
 EW0130* NAVD 88     -       894.09   (+/-2cm)    2933.4    (feet)  VERTCON   
 EW0130  ___________________________________________________________________
 EW0130  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0130
 EW0130.The horizontal coordinates were scaled from a topographic map and have
 EW0130.an estimated accuracy of +/- 6 seconds.
 EW0130
 EW0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0130.The vertical order pertains to the NGVD 29 superseded value.
 EW0130
 EW0130.The geoid height was determined by GEOID03.
 EW0130
 EW0130;                    North         East    Units  Estimated Accuracy
 EW0130;SPC CA 5     -   614,220.    1,995,840.      MT  (+/- 180 meters Scaled)
 EW0130
 EW0130                          SUPERSEDED SURVEY CONTROL
 EW0130
 EW0130  NGVD 29 (??/??/92)  893.211  (m)         2930.48   (f) ADJ UNCH    2 0
 EW0130
 EW0130.Superseded values are not recommended for survey control.
 EW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0130.See file dsdata.txt to determine how the superseded data were derived.
 EW0130
 EW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU040213(NAD 83)
 EW0130_MARKER: DD = SURVEY DISK
 EW0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0130_STAMPING: 354.1 C B M
 EW0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0130+STABILITY: SURFACE MOTION
 EW0130
 EW0130  HISTORY     - Date     Condition        Report By
 EW0130  HISTORY     - UNK      MONUMENTED       CADWR
 EW0130  HISTORY     - 1971     GOOD             NGS
 EW0130
 EW0130                          STATION DESCRIPTION
 EW0130
 EW0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0130'8.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0130'8.55 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0130'PUMP PALNT, ABOUT 250 FEET NORTHWEST OF BENCH MARK 352.0 A
 EW0130'(DWR), 82 FEET NORTH OF THE NORTH LEVEE ROAD, 0.6 FOOT NORTH
 EW0130'OF THE RIGHT-OF-WAY FENCE, 1.6 FEET EAST OF A WITNESS POST,
 EW0130'ABOUT 10 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EW0130'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 8,
 EW0130'T5N, R11W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0110 ***********************************************************************
 EW0110  DESIGNATION -  354.2 A DWR
 EW0110  PID         -  EW0110
 EW0110  STATE/COUNTY-  CA/LOS ANGELES
 EW0110  USGS QUAD   -  PALMDALE (1974)
 EW0110
 EW0110                         *CURRENT SURVEY CONTROL
 EW0110  ___________________________________________________________________
 EW0110* NAD 83(1986)-  34 31 18.     (N)    118 00 40.     (W)     SCALED    
 EW0110* NAVD 88     -       898.42   (+/-2cm)    2947.6    (feet)  VERTCON   
 EW0110  ___________________________________________________________________
 EW0110  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0110
 EW0110.The horizontal coordinates were scaled from a topographic map and have
 EW0110.an estimated accuracy of +/- 6 seconds.
 EW0110
 EW0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0110.The vertical order pertains to the NGVD 29 superseded value.
 EW0110
 EW0110.The geoid height was determined by GEOID03.
 EW0110
 EW0110;                    North         East    Units  Estimated Accuracy
 EW0110;SPC CA 5     -   613,330.    1,998,980.      MT  (+/- 180 meters Scaled)
 EW0110
 EW0110                          SUPERSEDED SURVEY CONTROL
 EW0110
 EW0110  NGVD 29 (??/??/92)  897.535  (m)         2944.66   (f) ADJ UNCH    2 0
 EW0110
 EW0110.Superseded values are not recommended for survey control.
 EW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0110.See file dsdata.txt to determine how the superseded data were derived.
 EW0110
 EW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU071204(NAD 83)
 EW0110_MARKER: DD = SURVEY DISK
 EW0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0110_SP_SET: CONCRETE GRATE DECK
 EW0110_STAMPING: MILE 354.2 A
 EW0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0110
 EW0110  HISTORY     - Date     Condition        Report By
 EW0110  HISTORY     - UNK      MONUMENTED       CADWR
 EW0110  HISTORY     - 1971     GOOD             NGS
 EW0110
 EW0110                          STATION DESCRIPTION
 EW0110
 EW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0110'6.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0110'6.45 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0110'PUMP PLANT, IN THE TOP OF THE NORTH END OF THE CONCRETE GRATE
 EW0110'DECK OF A TURNOUT STRUCTURE, 9 FEET SOUTH OF THE CENTER LINE OF
 EW0110'THE NORTH LEVEE ROAD, 2.4 FEET WEST OF A GUARDRAIL POST, 2.2 FEET
 EW0110'EAST OF A GUARDRAIL POST, AND ABOUT LEVEL WITH THE ROAD.  SECTION
 EW0110'15, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0109 ***********************************************************************
 EW0109  DESIGNATION -  354.4 B DWR
 EW0109  PID         -  EW0109
 EW0109  STATE/COUNTY-  CA/LOS ANGELES
 EW0109  USGS QUAD   -  PALMDALE (1974)
 EW0109
 EW0109                         *CURRENT SURVEY CONTROL
 EW0109  ___________________________________________________________________
 EW0109* NAD 83(1986)-  34 31 13.     (N)    118 00 31.     (W)     SCALED    
 EW0109* NAVD 88     -       896.74   (+/-2cm)    2942.1    (feet)  VERTCON   
 EW0109  ___________________________________________________________________
 EW0109  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0109
 EW0109.The horizontal coordinates were scaled from a topographic map and have
 EW0109.an estimated accuracy of +/- 6 seconds.
 EW0109
 EW0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0109.The vertical order pertains to the NGVD 29 superseded value.
 EW0109
 EW0109.The geoid height was determined by GEOID03.
 EW0109
 EW0109;                    North         East    Units  Estimated Accuracy
 EW0109;SPC CA 5     -   613,170.    1,999,210.      MT  (+/- 180 meters Scaled)
 EW0109
 EW0109                          SUPERSEDED SURVEY CONTROL
 EW0109
 EW0109  NGVD 29 (??/??/92)  895.860  (m)         2939.17   (f) ADJ UNCH    2 0
 EW0109
 EW0109.Superseded values are not recommended for survey control.
 EW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0109.See file dsdata.txt to determine how the superseded data were derived.
 EW0109
 EW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU074203(NAD 83)
 EW0109_MARKER: DD = SURVEY DISK
 EW0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0109_SP_SET: CONCRETE LINING
 EW0109_STAMPING: MILE 354.4 B
 EW0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0109
 EW0109  HISTORY     - Date     Condition        Report By
 EW0109  HISTORY     - UNK      MONUMENTED       CADWR
 EW0109  HISTORY     - 1971     GOOD             NGS
 EW0109
 EW0109                          STATION DESCRIPTION
 EW0109
 EW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0109'6.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0109'6.25 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0109'PUMP PLANT, ACROSS THE NORTHEAST LEVEE FROM A DRAIN STRUCTURE,
 EW0109'IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT,
 EW0109'30 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 EW0109'ROAD, 3.0 FEET WEST OF AQUEDUCT STATION 658, AND ABOUT 6 FEET
 EW0109'LOWER THAN THE ROAD.  SECTION 14, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1132 ***********************************************************************
 DX1132  DESIGNATION -  354.5
 DX1132  PID         -  DX1132
 DX1132  STATE/COUNTY-  CA/SAN DIEGO
 DX1132  USGS QUAD   -  ESCONDIDO (1975)
 DX1132
 DX1132                         *CURRENT SURVEY CONTROL
 DX1132  ___________________________________________________________________
 DX1132* NAD 83(1986)-  33 04 09.     (N)    117 04 11.     (W)     SCALED    
 DX1132* NAVD 88     -       108.70   (+/-2cm)     356.6    (feet)  VERTCON   
 DX1132  ___________________________________________________________________
 DX1132  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DX1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1132
 DX1132.The horizontal coordinates were scaled from a topographic map and have
 DX1132.an estimated accuracy of +/- 6 seconds.
 DX1132
 DX1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1132.The vertical order pertains to the NGVD 29 superseded value.
 DX1132
 DX1132.The geoid height was determined by GEOID03.
 DX1132
 DX1132;                    North         East    Units  Estimated Accuracy
 DX1132;SPC CA 6     -   600,390.    1,923,460.      MT  (+/- 180 meters Scaled)
 DX1132
 DX1132                          SUPERSEDED SURVEY CONTROL
 DX1132
 DX1132  NGVD 29 (??/??/??)  108.039  (m)          354.46   (f) ADJUSTED    2 0
 DX1132
 DX1132.Superseded values are not recommended for survey control.
 DX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1132.See file dsdata.txt to determine how the superseded data were derived.
 DX1132
 DX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS934589(NAD 83)
 DX1132_MARKER: Q = CHISELED SQUARE
 DX1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1132_SP_SET: CULVERT
 DX1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1132
 DX1132  HISTORY     - Date     Condition        Report By
 DX1132  HISTORY     - UNK      MONUMENTED       USGS
 DX1132  HISTORY     - 1955     GOOD             NGS
 DX1132
 DX1132                          STATION DESCRIPTION
 DX1132
 DX1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1132'4.6 MI S FROM ESCONDIDO.
 DX1132'4.6 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE CITY PARK AT
 DX1132'ESCONDIDO, AT THE INTERSECTION OF FELICITA ROAD LEADING WEST AND
 DX1132'A DIRT ROAD LEADING EAST, AT CULVERT B. 845+71, ON THE TOP OF
 DX1132'THE CENTER OF THE SOUTH CONCRETE WING WALL, 165 FEET SOUTH OF AND
 DX1132'ACROSS FELICITA ROAD FROM B.M. J 734, 48 1/2 FEET SOUTH OF THE
 DX1132'CENTER LINE OF FELICITA ROAD, 26 FEET WEST OF THE CENTER LINE
 DX1132'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0106 ***********************************************************************
 EW0106  DESIGNATION -  354.8 A DWR
 EW0106  PID         -  EW0106
 EW0106  STATE/COUNTY-  CA/LOS ANGELES
 EW0106  USGS QUAD   -  PALMDALE (1974)
 EW0106
 EW0106                         *CURRENT SURVEY CONTROL
 EW0106  ___________________________________________________________________
 EW0106* NAD 83(1986)-  34 30 50.     (N)    118 00 19.     (W)     SCALED    
 EW0106* NAVD 88     -       898.14   (+/-2cm)    2946.6    (feet)  VERTCON   
 EW0106  ___________________________________________________________________
 EW0106  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EW0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0106
 EW0106.The horizontal coordinates were scaled from a topographic map and have
 EW0106.an estimated accuracy of +/- 6 seconds.
 EW0106
 EW0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0106.The vertical order pertains to the NGVD 29 superseded value.
 EW0106
 EW0106.The geoid height was determined by GEOID03.
 EW0106
 EW0106;                    North         East    Units  Estimated Accuracy
 EW0106;SPC CA 5     -   612,470.    1,999,520.      MT  (+/- 180 meters Scaled)
 EW0106
 EW0106                          SUPERSEDED SURVEY CONTROL
 EW0106
 EW0106  NGVD 29 (??/??/92)  897.253  (m)         2943.74   (f) ADJ UNCH    2 0
 EW0106
 EW0106.Superseded values are not recommended for survey control.
 EW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0106.See file dsdata.txt to determine how the superseded data were derived.
 EW0106
 EW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU077195(NAD 83)
 EW0106_MARKER: DD = SURVEY DISK
 EW0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0106_SP_SET: SIPHON
 EW0106_STAMPING: 354.8 A 1971
 EW0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0106
 EW0106  HISTORY     - Date     Condition        Report By
 EW0106  HISTORY     - 1971     MONUMENTED       CADWR
 EW0106  HISTORY     - 1971     GOOD             NGS
 EW0106
 EW0106                          STATION DESCRIPTION
 EW0106
 EW0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0106'5.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0106'5.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0106'PUMP PLANT, AT LITTLEROCK SIPHON 56 354.76, IN THE TOP OF THE
 EW0106'NORTH CONCRETE HEAD WALL OF THE WEST PORTAL OF THE SIPHON,
 EW0106'15.0 FEET SOUTH OF THE EAST CORNER OF A SMALL CONCRETE BLOCK
 EW0106'BUILDING, 1.5 FEET NORTH OF A GUARDRAIL, AND ABOUT LEVEL WITH
 EW0106'THE LEVEE ROAD.  SECTION 14, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0107 ***********************************************************************
 EW0107  DESIGNATION -  354.8 B DWR
 EW0107  PID         -  EW0107
 EW0107  STATE/COUNTY-  CA/LOS ANGELES
 EW0107  USGS QUAD   -  PALMDALE (1974)
 EW0107
 EW0107                         *CURRENT SURVEY CONTROL
 EW0107  ___________________________________________________________________
 EW0107* NAD 83(1986)-  34 30 52.     (N)    118 00 19.     (W)     SCALED    
 EW0107* NAVD 88     -       896.72   (+/-2cm)    2942.0    (feet)  VERTCON   
 EW0107  ___________________________________________________________________
 EW0107  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EW0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0107
 EW0107.The horizontal coordinates were scaled from a topographic map and have
 EW0107.an estimated accuracy of +/- 6 seconds.
 EW0107
 EW0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0107.The vertical order pertains to the NGVD 29 superseded value.
 EW0107
 EW0107.The geoid height was determined by GEOID03.
 EW0107
 EW0107;                    North         East    Units  Estimated Accuracy
 EW0107;SPC CA 5     -   612,530.    1,999,520.      MT  (+/- 180 meters Scaled)
 EW0107
 EW0107                          SUPERSEDED SURVEY CONTROL
 EW0107
 EW0107  NGVD 29 (??/??/92)  895.833  (m)         2939.08   (f) ADJ UNCH    2 0
 EW0107
 EW0107.Superseded values are not recommended for survey control.
 EW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0107.See file dsdata.txt to determine how the superseded data were derived.
 EW0107
 EW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU077196(NAD 83)
 EW0107_MARKER: DD = SURVEY DISK
 EW0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0107_SP_SET: CONCRETE LINING
 EW0107_STAMPING: MILE 354.8 B
 EW0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0107
 EW0107  HISTORY     - Date     Condition        Report By
 EW0107  HISTORY     - UNK      MONUMENTED       CADWR
 EW0107  HISTORY     - 1971     GOOD             NGS
 EW0107
 EW0107                          STATION DESCRIPTION
 EW0107
 EW0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0107'5.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0107'5.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0107'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EW0107'AQUEDUCT, 30 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE
 EW0107'ROAD, 59.6 FEET WEST OF THE NORTHWEST END OF A GUARDRAIL,
 EW0107'20 1/2 FEET WEST OF THE CENTER OF A LADDER, AND ABOUT 6 FEET
 EW0107'LOWER THAN THE ROAD.  SECTION 14, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0104 ***********************************************************************
 EW0104  DESIGNATION -  354.9 A DWR
 EW0104  PID         -  EW0104
 EW0104  STATE/COUNTY-  CA/LOS ANGELES
 EW0104  USGS QUAD   -  PALMDALE (1974)
 EW0104
 EW0104                         *CURRENT SURVEY CONTROL
 EW0104  ___________________________________________________________________
 EW0104* NAD 83(1986)-  34 30 47.     (N)    118 00 10.     (W)     SCALED    
 EW0104* NAVD 88     -       897.95   (+/-2cm)    2946.0    (feet)  VERTCON   
 EW0104  ___________________________________________________________________
 EW0104  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EW0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0104
 EW0104.The horizontal coordinates were scaled from a topographic map and have
 EW0104.an estimated accuracy of +/- 6 seconds.
 EW0104
 EW0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0104.The vertical order pertains to the NGVD 29 superseded value.
 EW0104
 EW0104.The geoid height was determined by GEOID03.
 EW0104
 EW0104;                    North         East    Units  Estimated Accuracy
 EW0104;SPC CA 5     -   612,370.    1,999,750.      MT  (+/- 180 meters Scaled)
 EW0104
 EW0104                          SUPERSEDED SURVEY CONTROL
 EW0104
 EW0104  NGVD 29 (??/??/92)  897.063  (m)         2943.11   (f) ADJ UNCH    2 0
 EW0104
 EW0104.Superseded values are not recommended for survey control.
 EW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0104.See file dsdata.txt to determine how the superseded data were derived.
 EW0104
 EW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU079195(NAD 83)
 EW0104_MARKER: DD = SURVEY DISK
 EW0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0104_SP_SET: SIPHON
 EW0104_STAMPING: 354.9 A 1971
 EW0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0104
 EW0104  HISTORY     - Date     Condition        Report By
 EW0104  HISTORY     - 1971     MONUMENTED       CADWR
 EW0104  HISTORY     - 1971     GOOD             NGS
 EW0104
 EW0104                          STATION DESCRIPTION
 EW0104
 EW0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0104'5.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0104'5.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0104'PUMP PLANT, AT THE LITTLEROCK SIPHON, IN THE TOP OF THE NORTH
 EW0104'CONCRETE HEAD WALL OF THE EAST PORTAL OF THE SIPHON, 12 1/2
 EW0104'FEET NORTH OF THE CENTER OF A WALKWAY ACROSS THE SIPHON, 0.5
 EW0104'FOOT NORTH OF THE NORTHWEST CORNER OF A METAL GUARDRAIL, AND
 EW0104'ABOUT LEVEL WITH THE LEVEE ROAD.  SECTION 23, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0105 ***********************************************************************
 EW0105  DESIGNATION -  354.9 B DWR
 EW0105  PID         -  EW0105
 EW0105  STATE/COUNTY-  CA/LOS ANGELES
 EW0105  USGS QUAD   -  PALMDALE (1974)
 EW0105
 EW0105                         *CURRENT SURVEY CONTROL
 EW0105  ___________________________________________________________________
 EW0105* NAD 83(1986)-  34 30 49.     (N)    118 00 09.     (W)     SCALED    
 EW0105* NAVD 88     -       896.77   (+/-2cm)    2942.2    (feet)  VERTCON   
 EW0105  ___________________________________________________________________
 EW0105  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EW0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0105
 EW0105.The horizontal coordinates were scaled from a topographic map and have
 EW0105.an estimated accuracy of +/- 6 seconds.
 EW0105
 EW0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0105.The vertical order pertains to the NGVD 29 superseded value.
 EW0105
 EW0105.The geoid height was determined by GEOID03.
 EW0105
 EW0105;                    North         East    Units  Estimated Accuracy
 EW0105;SPC CA 5     -   612,430.    1,999,770.      MT  (+/- 180 meters Scaled)
 EW0105
 EW0105                          SUPERSEDED SURVEY CONTROL
 EW0105
 EW0105  NGVD 29 (??/??/92)  895.883  (m)         2939.24   (f) ADJ UNCH    2 0
 EW0105
 EW0105.Superseded values are not recommended for survey control.
 EW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0105.See file dsdata.txt to determine how the superseded data were derived.
 EW0105
 EW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU079195(NAD 83)
 EW0105_MARKER: DD = SURVEY DISK
 EW0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0105_SP_SET: CONCRETE LINING
 EW0105_STAMPING: MILE 354.9 B
 EW0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0105
 EW0105  HISTORY     - Date     Condition        Report By
 EW0105  HISTORY     - UNK      MONUMENTED       CADWR
 EW0105  HISTORY     - 1971     GOOD             NGS
 EW0105
 EW0105                          STATION DESCRIPTION
 EW0105
 EW0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0105'5.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0105'5.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0105'PUMP PLANT, IN THE TOP OF THE NROTH CONCRETE LINING OF THE
 EW0105'AQUEDUCT, 30 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE
 EW0105'ROAD, ABOUT 100 FEET EAST OF BENCH MARK 354.9 A (DWR), 44.5
 EW0105'FEET EAST OF THE NORTHEAST END OF A GUARDRAIL, AND ABOUT 5 FEET
 EW0105'LOWER THAN THE ROAD.  SECTION 23, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0411 ***********************************************************************
 DC0411  DESIGNATION -  3541.6 USGS
 DC0411  PID         -  DC0411
 DC0411  STATE/COUNTY-  CA/SAN DIEGO
 DC0411  USGS QUAD   -  DESCANSO (1988)
 DC0411
 DC0411                         *CURRENT SURVEY CONTROL
 DC0411  ___________________________________________________________________
 DC0411* NAD 83(1986)-  32 51 15.     (N)    116 35 43.     (W)     SCALED    
 DC0411* NAVD 88     -      1080.18   (+/-2cm)    3543.9    (feet)  VERTCON   
 DC0411  ___________________________________________________________________
 DC0411  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DC0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0411
 DC0411.The horizontal coordinates were scaled from a topographic map and have
 DC0411.an estimated accuracy of +/- 6 seconds.
 DC0411
 DC0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0411.The vertical order pertains to the NGVD 29 superseded value.
 DC0411
 DC0411.The geoid height was determined by GEOID03.
 DC0411
 DC0411;                    North         East    Units  Estimated Accuracy
 DC0411;SPC CA 6     -   576,300.    1,967,680.      MT  (+/- 180 meters Scaled)
 DC0411
 DC0411                          SUPERSEDED SURVEY CONTROL
 DC0411
 DC0411  NGVD 29 (??/??/??) 1079.449  (m)         3541.49   (f) ADJUSTED    2 0
 DC0411
 DC0411.Superseded values are not recommended for survey control.
 DC0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0411.See file dsdata.txt to determine how the superseded data were derived.
 DC0411
 DC0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS378351(NAD 83)
 DC0411_MARKER: Q = CHISELED SQUARE
 DC0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0411_SP_SET: CULVERT
 DC0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0411
 DC0411  HISTORY     - Date     Condition        Report By
 DC0411  HISTORY     - UNK      MONUMENTED       CGS
 DC0411  HISTORY     - 1939     GOOD             NGS
 DC0411
 DC0411                          STATION DESCRIPTION
 DC0411
 DC0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DC0411'2 MI NW FROM GUATAY.
 DC0411'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND STATE HIGHWAY
 DC0411'79 FROM GUATAY, SAN DIEGO COUNTY, 41.2 FEET WEST OF THE CENTER
 DC0411'OF A TRIANGLE FORMED BY THE JUNCTION OF A ROAD LEADING WEST TO
 DC0411'DESCANSO, 14.8 FEET SOUTH OF POWERLINE POLE 173062 PAINTED U.S.
 DC0411'3541.6 BM, 14 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A
 DC0411'CULVERT, AND ON THE CENTER OF THE TOP OF THE MASONRY HEADWALL.
 DC0411'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0579 ***********************************************************************
 DX0579  DESIGNATION -  3542
 DX0579  PID         -  DX0579
 DX0579  STATE/COUNTY-  CA/RIVERSIDE
 DX0579  USGS QUAD   -  AGUANGA (1988)
 DX0579
 DX0579                         *CURRENT SURVEY CONTROL
 DX0579  ___________________________________________________________________
 DX0579* NAD 83(1986)-  33 29 57.     (N)    116 47 55.     (W)     SCALED    
 DX0579* NAVD 88     -      1080.68   (+/-2cm)    3545.5    (feet)  VERTCON   
 DX0579  ___________________________________________________________________
 DX0579  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DX0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0579
 DX0579.The horizontal coordinates were scaled from a topographic map and have
 DX0579.an estimated accuracy of +/- 6 seconds.
 DX0579
 DX0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0579.The vertical order pertains to the NGVD 29 superseded value.
 DX0579
 DX0579.The geoid height was determined by GEOID03.
 DX0579
 DX0579;                    North         East    Units  Estimated Accuracy
 DX0579;SPC CA 6     -   647,910.    1,949,020.      MT  (+/- 180 meters Scaled)
 DX0579
 DX0579                          SUPERSEDED SURVEY CONTROL
 DX0579
 DX0579  NGVD 29 (??/??/??) 1079.887  (m)         3542.93   (f) ADJUSTED    2 0
 DX0579
 DX0579.Superseded values are not recommended for survey control.
 DX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0579.See file dsdata.txt to determine how the superseded data were derived.
 DX0579
 DX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT187066(NAD 83)
 DX0579_MARKER: P = PIPE CAP
 DX0579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0579_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0579_STAMPING: 3542
 DX0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0579
 DX0579  HISTORY     - Date     Condition        Report By
 DX0579  HISTORY     - UNK      MONUMENTED       USGS
 DX0579  HISTORY     - 1959     GOOD             NGS
 DX0579
 DX0579                          STATION DESCRIPTION
 DX0579
 DX0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0579'6.3 MI NE FROM AGUANGA.
 DX0579'0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE STORE AND POST
 DX0579'OFFICE AT AGUANGA, THENCE 6.2 MILES NORTHEAST ALONG THE CAHUILLA
 DX0579'ROAD, AT THE T JUNCTION OF BRADFORD ROAD LEADING SOUTH, 270 FEET
 DX0579'SOUTHEAST OF THE CENTERLINE OF THE CAHUILLA ROAD, 16 FEET EAST
 DX0579'OF THE CENTERLINE OF BRADFORD ROAD, 1.8 FEET SOUTH OF A WITNESS
 DX0579'POST, 1 1/2 FEET HIGHER THAN THE ROADS AND RIVETED TO THE TOP
 DX0579'OF AN IRON PIPE PROJECTING ABOUT 1 1/4 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1080 ***********************************************************************
 LU1080  DESIGNATION -  3543 USGS
 LU1080  PID         -  LU1080
 LU1080  STATE/COUNTY-  CA/TRINITY
 LU1080  USGS QUAD   -  
 LU1080
 LU1080                         *CURRENT SURVEY CONTROL
 LU1080  ___________________________________________________________________
 LU1080* NAD 83(1986)-  40 24 31.     (N)    123 05 37.     (W)     SCALED    
 LU1080* NAVD 88     -      1080.85   (+/-2cm)    3546.1    (feet)  VERTCON   
 LU1080  ___________________________________________________________________
 LU1080  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 LU1080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1080
 LU1080.The horizontal coordinates were scaled from a topographic map and have
 LU1080.an estimated accuracy of +/- 6 seconds.
 LU1080
 LU1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1080.The vertical order pertains to the NGVD 29 superseded value.
 LU1080
 LU1080.The geoid height was determined by GEOID03.
 LU1080
 LU1080;                    North         East    Units  Estimated Accuracy
 LU1080;SPC CA 1     -   619,980.    1,907,180.      MT  (+/- 180 meters Scaled)
 LU1080
 LU1080                          SUPERSEDED SURVEY CONTROL
 LU1080
 LU1080  NGVD 29 (??/??/92) 1079.890  (m)         3542.94   (f) ADJ UNCH    2 0
 LU1080
 LU1080.Superseded values are not recommended for survey control.
 LU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1080.See file dsdata.txt to determine how the superseded data were derived.
 LU1080
 LU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK920731(NAD 83)
 LU1080_MARKER: N = NAIL
 LU1080_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LU1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1080
 LU1080  HISTORY     - Date     Condition        Report By
 LU1080  HISTORY     - 1949     MONUMENTED       USGS
 LU1080  HISTORY     - 1949     GOOD             NGS
 LU1080
 LU1080                          STATION DESCRIPTION
 LU1080
 LU1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1080'2.6 MI NW FROM WILDWOOD.
 LU1080'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE WILDWOOD INN
 LU1080'AT WILDWOOD, AT THE SUMMIT OF A GRADE, A COPPER NAIL AND WASHER IN
 LU1080'THE TOP OF A 1 1/2- BY 3-FOOT ROCK, 18 FEET SOUTHEAST OF A
 LU1080'20-INCH PINE TREE, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LU1080'AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE ROCK HAS BEEN BROKEN
 LU1080'AND IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0565 ***********************************************************************
 FT0565  DESIGNATION -  3544 J
 FT0565  PID         -  FT0565
 FT0565  STATE/COUNTY-  CA/KERN
 FT0565  USGS QUAD   -  JOHANNESBURG (1967)
 FT0565
 FT0565                         *CURRENT SURVEY CONTROL
 FT0565  ___________________________________________________________________
 FT0565* NAD 83(1986)-  35 22 19.     (N)    117 38 09.     (W)     SCALED    
 FT0565* NAVD 88     -      1078.451  (meters)    3538.22   (feet)  ADJUSTED  
 FT0565  ___________________________________________________________________
 FT0565  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FT0565  DYNAMIC HT  -        1077.220 (meters)    3534.18  (feet)  COMP
 FT0565  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 FT0565
 FT0565  VERT ORDER  -  FIRST     CLASS II
 FT0565
 FT0565.The horizontal coordinates were scaled from a topographic map and have
 FT0565.an estimated accuracy of +/- 6 seconds.
 FT0565
 FT0565.The orthometric height was determined by differential leveling
 FT0565.and adjusted in June 1991.
 FT0565
 FT0565.The geoid height was determined by GEOID03.
 FT0565
 FT0565.The dynamic height is computed by dividing the NAVD 88
 FT0565.geopotential number by the normal gravity value computed on the
 FT0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0565.degrees latitude (g = 980.6199 gals.).
 FT0565
 FT0565.The modeled gravity was interpolated from observed gravity values.
 FT0565
 FT0565;                    North         East    Units  Estimated Accuracy
 FT0565;SPC CA 5     -   707,710.    2,033,090.      MT  (+/- 180 meters Scaled)
 FT0565
 FT0565                          SUPERSEDED SURVEY CONTROL
 FT0565
 FT0565  NGVD 29 (??/??/92) 1077.65   (m)         3535.6    (f) COMPUTED    1 2
 FT0565
 FT0565.Superseded values are not recommended for survey control.
 FT0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0565.See file dsdata.txt to determine how the superseded data were derived.
 FT0565
 FT0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV422144(NAD 83)
 FT0565_MARKER: DD = SURVEY DISK
 FT0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0565_STAMPING: 3544 J
 FT0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0565
 FT0565  HISTORY     - Date     Condition        Report By
 FT0565  HISTORY     - UNK      MONUMENTED       USGS
 FT0565  HISTORY     - 1943     GOOD             NGS
 FT0565
 FT0565                          STATION DESCRIPTION
 FT0565
 FT0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FT0565'AT JOHANNESBURG.
 FT0565'AT JOHANNESBURG, KERN COUNTY, ABOUT 300 FEET SOUTHWEST OF THE
 FT0565'SOUTHWEST CORNER OF THE ST. CHARLES HOTEL, 200 FEET WEST OF THE
 FT0565'MAIN STREET, AND 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FT0565'HOUSE THAT WAS FORMERLY A RAILROAD WAREHOUSE.  A UNITED STATES
 FT0565'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3544 J AND RIVETED ON THE
 FT0565'TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0123 ***********************************************************************
 EW0123  DESIGNATION -  355.0 C DWR
 EW0123  PID         -  EW0123
 EW0123  STATE/COUNTY-  CA/LOS ANGELES
 EW0123  USGS QUAD   -  PALMDALE (1974)
 EW0123
 EW0123                         *CURRENT SURVEY CONTROL
 EW0123  ___________________________________________________________________
 EW0123* NAD 83(1986)-  34 31 37.     (N)    118 01 39.     (W)     SCALED    
 EW0123* NAVD 88     -       900.37   (+/-2cm)    2954.0    (feet)  VERTCON   
 EW0123  ___________________________________________________________________
 EW0123  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW0123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW0123
 EW0123.The horizontal coordinates were scaled from a topographic map and have
 EW0123.an estimated accuracy of +/- 6 seconds.
 EW0123
 EW0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0123.The vertical order pertains to the NGVD 29 superseded value.
 EW0123
 EW0123.The geoid height was determined by GEOID03.
 EW0123
 EW0123;                    North         East    Units  Estimated Accuracy
 EW0123;SPC CA 5     -   613,910.    1,997,480.      MT  (+/- 180 meters Scaled)
 EW0123
 EW0123                          SUPERSEDED SURVEY CONTROL
 EW0123
 EW0123  NGVD 29 (??/??/92)  899.483  (m)         2951.05   (f) ADJ UNCH    2 0
 EW0123
 EW0123.Superseded values are not recommended for survey control.
 EW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0123.See file dsdata.txt to determine how the superseded data were derived.
 EW0123
 EW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU057210(NAD 83)
 EW0123_MARKER: DD = SURVEY DISK
 EW0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW0123_STAMPING: 355.0 C B M 1968
 EW0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0123+STABILITY: SURFACE MOTION
 EW0123
 EW0123  HISTORY     - Date     Condition        Report By
 EW0123  HISTORY     - 1968     MONUMENTED       CADWR
 EW0123  HISTORY     - 1971     GOOD             NGS
 EW0123
 EW0123                          STATION DESCRIPTION
 EW0123
 EW0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW0123'7.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EW0123'7.55 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EW0123'PUMP PLANT, 0.05 MILE NORTHEAST AND ACROSS THE RIGHT-OF-WAY
 EW0123'FENCE FROM BENCH MARK 350.3 B (DWR), ON TOP OF A SMALL KNOLL,
 EW0123'77.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 35 FEET SOUTH OF THE
 EW0123'CENTER LINE OF A DIRT ROAD, 1.8 FEET EAST OF A WITNESS POST,
 EW0123'ABOUT 4 FEET HIGHER THAN THE LEVEE ROAD, ABOUT 10 FEET HIGHER
 EW0123'THAN THE DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EW0123'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 9, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1533 ***********************************************************************
 EW1533  DESIGNATION -  355.298 C OF LA
 EW1533  PID         -  EW1533
 EW1533  STATE/COUNTY-  CA/LOS ANGELES
 EW1533  USGS QUAD   -  HOLLYWOOD (1994)
 EW1533
 EW1533                         *CURRENT SURVEY CONTROL
 EW1533  ___________________________________________________________________
 EW1533* NAD 83(1986)-  34 05 53.     (N)    118 19 44.     (W)     SCALED    
 EW1533* NAVD 88     -       109.08   (+/-2cm)     357.9    (feet)  VERTCON   
 EW1533  ___________________________________________________________________
 EW1533  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW1533  VERT ORDER  -  THIRD (See Below)
 EW1533
 EW1533.The horizontal coordinates were scaled from a topographic map and have
 EW1533.an estimated accuracy of +/- 6 seconds.
 EW1533
 EW1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1533.The vertical order pertains to the NGVD 29 superseded value.
 EW1533
 EW1533.The geoid height was determined by GEOID03.
 EW1533
 EW1533;                    North         East    Units  Estimated Accuracy
 EW1533;SPC CA 5     -   566,390.    1,969,650.      MT  (+/- 180 meters Scaled)
 EW1533
 EW1533                          SUPERSEDED SURVEY CONTROL
 EW1533
 EW1533  NGVD 29 (??/??/??)  108.30   (m)          355.3    (f) RESET       3  
 EW1533
 EW1533.Superseded values are not recommended for survey control.
 EW1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1533.See file dsdata.txt to determine how the superseded data were derived.
 EW1533
 EW1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT774738(NAD 83)
 EW1533_MARKER: S = SPIKE
 EW1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1533_SP_SET: CATCH BASIN
 EW1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1533
 EW1533  HISTORY     - Date     Condition        Report By
 EW1533  HISTORY     - UNK      MONUMENTED       CA1980
 EW1533  HISTORY     - 1945     GOOD             NGS
 EW1533
 EW1533                          STATION DESCRIPTION
 EW1533
 EW1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1533'AT LOS ANGELES.
 EW1533'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND IVAR AVENUE
 EW1533'AND IN THE NORTH CURB OF SUNSET BLVD., 46.0 FEET WEST OF A PROJECTED
 EW1533'CURBLINE OF THE WEST CURB OF IVAR AVENUE, IN THE CENTER OF A CATCH
 EW1533'BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2213 ***********************************************************************
 EV2213  DESIGNATION -  355.6 A
 EV2213  PID         -  EV2213
 EV2213  STATE/COUNTY-  CA/LOS ANGELES
 EV2213  USGS QUAD   -  LITTLEROCK (1992)
 EV2213
 EV2213                         *CURRENT SURVEY CONTROL
 EV2213  ___________________________________________________________________
 EV2213* NAD 83(1986)-  34 31 03.     (N)    117 59 32.     (W)     SCALED    
 EV2213* NAVD 88     -       899.27   (+/-2cm)    2950.4    (feet)  VERTCON   
 EV2213  ___________________________________________________________________
 EV2213  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2213
 EV2213.The horizontal coordinates were scaled from a topographic map and have
 EV2213.an estimated accuracy of +/- 6 seconds.
 EV2213
 EV2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2213.The vertical order pertains to the NGVD 29 superseded value.
 EV2213
 EV2213.The geoid height was determined by GEOID03.
 EV2213
 EV2213;                    North         East    Units  Estimated Accuracy
 EV2213;SPC CA 5     -   612,870.    2,000,710.      MT  (+/- 180 meters Scaled)
 EV2213
 EV2213                          SUPERSEDED SURVEY CONTROL
 EV2213
 EV2213  NGVD 29 (??/??/92)  898.387  (m)         2947.46   (f) ADJ UNCH    2 0
 EV2213
 EV2213.Superseded values are not recommended for survey control.
 EV2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2213.See file dsdata.txt to determine how the superseded data were derived.
 EV2213
 EV2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU089199(NAD 83)
 EV2213_MARKER: DD = SURVEY DISK
 EV2213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2213_SP_SET: BRIDGE
 EV2213_STAMPING: 355.6 A B M 1971
 EV2213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2213
 EV2213  HISTORY     - Date     Condition        Report By
 EV2213  HISTORY     - 1971     MONUMENTED       CADWR
 EV2213  HISTORY     - 1971     GOOD             NGS
 EV2213
 EV2213                          STATION DESCRIPTION
 EV2213
 EV2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2213'5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2213'5.0 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2213'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 77TH STREET EAST,
 EV2213'IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF THE WEST
 EV2213'CONCRETE CURB OF BRIDGE 355.58 ACROSS THE AQUEDUCT, 16.0 FEET
 EV2213'WEST OF THE CENTER LINE OF THE STREET, 1.0 FOOT WEST OF THE
 EV2213'EAST EDGE OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 EV2213'SECTION 14, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2214 ***********************************************************************
 EV2214  DESIGNATION -  355.6 B
 EV2214  PID         -  EV2214
 EV2214  STATE/COUNTY-  CA/LOS ANGELES
 EV2214  USGS QUAD   -  LITTLEROCK (1992)
 EV2214
 EV2214                         *CURRENT SURVEY CONTROL
 EV2214  ___________________________________________________________________
 EV2214* NAD 83(1986)-  34 31 03.     (N)    117 59 32.     (W)     SCALED    
 EV2214* NAVD 88     -       896.76   (+/-2cm)    2942.1    (feet)  VERTCON   
 EV2214  ___________________________________________________________________
 EV2214  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2214
 EV2214.The horizontal coordinates were scaled from a topographic map and have
 EV2214.an estimated accuracy of +/- 6 seconds.
 EV2214
 EV2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2214.The vertical order pertains to the NGVD 29 superseded value.
 EV2214
 EV2214.The geoid height was determined by GEOID03.
 EV2214
 EV2214;                    North         East    Units  Estimated Accuracy
 EV2214;SPC CA 5     -   612,870.    2,000,710.      MT  (+/- 180 meters Scaled)
 EV2214
 EV2214                          SUPERSEDED SURVEY CONTROL
 EV2214
 EV2214  NGVD 29 (??/??/92)  895.873  (m)         2939.21   (f) ADJ UNCH    2 0
 EV2214
 EV2214.Superseded values are not recommended for survey control.
 EV2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2214.See file dsdata.txt to determine how the superseded data were derived.
 EV2214
 EV2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU089199(NAD 83)
 EV2214_MARKER: DD = SURVEY DISK
 EV2214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2214_SP_SET: CONCRETE LINING
 EV2214_STAMPING: MILE 355.6 B
 EV2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2214
 EV2214  HISTORY     - Date     Condition        Report By
 EV2214  HISTORY     - UNK      MONUMENTED       CADWR
 EV2214  HISTORY     - 1971     GOOD             NGS
 EV2214
 EV2214                          STATION DESCRIPTION
 EV2214
 EV2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2214'5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2214'5.0 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2214'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2214'AQUEDUCT, 84.0 FEET WEST OF THE NORTH END OF THE 77TH STREET
 EV2214'EAST BRIDGE 355.58 OVER THE AQUEDUCT, 37 FEET SOUTH OF THE CENTER
 EV2214'LINE OF THE NORTH LEVEE ROAD, AND ABOUT 7 FEET LOWER THAN THE
 EV2214'ROAD.  SECTION 14, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2210 ***********************************************************************
 EV2210  DESIGNATION -  355.9 A
 EV2210  PID         -  EV2210
 EV2210  STATE/COUNTY-  CA/LOS ANGELES
 EV2210  USGS QUAD   -  LITTLEROCK (1992)
 EV2210
 EV2210                         *CURRENT SURVEY CONTROL
 EV2210  ___________________________________________________________________
 EV2210* NAD 83(1986)-  34 31 00.     (N)    117 59 15.     (W)     SCALED    
 EV2210* NAVD 88     -       900.51   (+/-2cm)    2954.4    (feet)  VERTCON   
 EV2210  ___________________________________________________________________
 EV2210  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2210
 EV2210.The horizontal coordinates were scaled from a topographic map and have
 EV2210.an estimated accuracy of +/- 6 seconds.
 EV2210
 EV2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2210.The vertical order pertains to the NGVD 29 superseded value.
 EV2210
 EV2210.The geoid height was determined by GEOID03.
 EV2210
 EV2210;                    North         East    Units  Estimated Accuracy
 EV2210;SPC CA 5     -   612,770.    2,001,150.      MT  (+/- 180 meters Scaled)
 EV2210
 EV2210                          SUPERSEDED SURVEY CONTROL
 EV2210
 EV2210  NGVD 29 (??/??/92)  899.628  (m)         2951.53   (f) ADJ UNCH    2 0
 EV2210
 EV2210.Superseded values are not recommended for survey control.
 EV2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2210.See file dsdata.txt to determine how the superseded data were derived.
 EV2210
 EV2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU093198(NAD 83)
 EV2210_MARKER: DD = SURVEY DISK
 EV2210_SETTING: 0 = UNSPECIFIED SETTING
 EV2210_STAMPING: 355.9 A 1971
 EV2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2210
 EV2210  HISTORY     - Date     Condition        Report By
 EV2210  HISTORY     - 1971     MONUMENTED       CADWR
 EV2210  HISTORY     - 1971     GOOD             NGS
 EV2210
 EV2210                          STATION DESCRIPTION
 EV2210
 EV2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2210'4.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2210'4.75 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2210'PEARBLOSSOM PUMP PLANT, IN THE TOP AND 0.5 FOOT SOUTH OF THE
 EV2210'NORTH END OF THE WEST CONCRETE WALL OF OVERCHUTE 355.86, 1.0
 EV2210'FEET SOUTH OF THE WEST END OF A GUARDRAIL, AND ABOUT 1 FOOT
 EV2210'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 13, T5N, R 11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2211 ***********************************************************************
 EV2211  DESIGNATION -  355.9 B
 EV2211  PID         -  EV2211
 EV2211  STATE/COUNTY-  CA/LOS ANGELES
 EV2211  USGS QUAD   -  LITTLEROCK (1992)
 EV2211
 EV2211                         *CURRENT SURVEY CONTROL
 EV2211  ___________________________________________________________________
 EV2211* NAD 83(1986)-  34 31 00.     (N)    117 59 15.     (W)     SCALED    
 EV2211* NAVD 88     -       896.71   (+/-2cm)    2942.0    (feet)  VERTCON   
 EV2211  ___________________________________________________________________
 EV2211  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2211
 EV2211.The horizontal coordinates were scaled from a topographic map and have
 EV2211.an estimated accuracy of +/- 6 seconds.
 EV2211
 EV2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2211.The vertical order pertains to the NGVD 29 superseded value.
 EV2211
 EV2211.The geoid height was determined by GEOID03.
 EV2211
 EV2211;                    North         East    Units  Estimated Accuracy
 EV2211;SPC CA 5     -   612,770.    2,001,150.      MT  (+/- 180 meters Scaled)
 EV2211
 EV2211                          SUPERSEDED SURVEY CONTROL
 EV2211
 EV2211  NGVD 29 (??/??/92)  895.826  (m)         2939.06   (f) ADJ UNCH    2 0
 EV2211
 EV2211.Superseded values are not recommended for survey control.
 EV2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2211.See file dsdata.txt to determine how the superseded data were derived.
 EV2211
 EV2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU093198(NAD 83)
 EV2211_MARKER: DD = SURVEY DISK
 EV2211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2211_SP_SET: CONCRETE LINING
 EV2211_STAMPING: MILE 355.9 B
 EV2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2211
 EV2211  HISTORY     - Date     Condition        Report By
 EV2211  HISTORY     - UNK      MONUMENTED       CADWR
 EV2211  HISTORY     - 1971     GOOD             NGS
 EV2211
 EV2211                          STATION DESCRIPTION
 EV2211
 EV2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2211'4.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2211'4.75 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2211'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2211'OF THE AQUEDUCT, 97.5 FEET WEST OF THE WEST WALL OF CONCRETE
 EV2211'OVERCHUTE 355.86, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE
 EV2211'ROAD.  SECTION 13, T 5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0557 ***********************************************************************
 EV0557  DESIGNATION -  3550
 EV0557  PID         -  EV0557
 EV0557  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0557  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0557
 EV0557                         *CURRENT SURVEY CONTROL
 EV0557  ___________________________________________________________________
 EV0557* NAD 83(1986)-  34 23 13.     (N)    116 52 36.     (W)     SCALED    
 EV0557* NAVD 88     -      1083.14   (+/-2cm)    3553.6    (feet)  VERTCON   
 EV0557  ___________________________________________________________________
 EV0557  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 EV0557  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0557
 EV0557.The horizontal coordinates were scaled from a topographic map and have
 EV0557.an estimated accuracy of +/- 6 seconds.
 EV0557
 EV0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0557.The vertical order pertains to the NGVD 29 superseded value.
 EV0557
 EV0557.The geoid height was determined by GEOID03.
 EV0557
 EV0557;                    North         East    Units  Estimated Accuracy
 EV0557;SPC CA 5     -   598,960.    2,103,300.      MT  (+/- 180 meters Scaled)
 EV0557
 EV0557                          SUPERSEDED SURVEY CONTROL
 EV0557
 EV0557  NGVD 29 (??/??/92) 1082.243  (m)         3550.66   (f) ADJ UNCH    1 2
 EV0557
 EV0557.Superseded values are not recommended for survey control.
 EV0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0557.See file dsdata.txt to determine how the superseded data were derived.
 EV0557
 EV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU113050(NAD 83)
 EV0557_MARKER: P = PIPE CAP
 EV0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0557_STAMPING: 3550 SB
 EV0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0557
 EV0557  HISTORY     - Date     Condition        Report By
 EV0557  HISTORY     - UNK      MONUMENTED       USGS
 EV0557  HISTORY     - 1935     GOOD             NGS
 EV0557  HISTORY     - 1961     MARK NOT FOUND   NGS
 EV0557
 EV0557                          STATION DESCRIPTION
 EV0557
 EV0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EV0557'5.8 MI SE FROM LUCERNE VALLEY.
 EV0557'5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 EV0557'AT LUCERNE VALLEY, SAN BERNARDINO COUNTY, AT BOX SPRINGS, 0.3
 EV0557'MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH TO MANY
 EV0557'SPRINGS RANCH, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EV0557'10 FEET SOUTHEAST OF THE CENTER OF A ROUND CONCRETE WATERING
 EV0557'TROUGH, AND 15 FEET EAST OF A 30-INCH COTTONWOOD TREE.  A UNITED
 EV0557'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3550 SB AND
 EV0557'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 20
 EV0557'INCHES ABOVE GROUND.
 EV0557
 EV0557                          STATION RECOVERY (1961)
 EV0557
 EV0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EV0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0057 ***********************************************************************
 DB0057  DESIGNATION -  356
 DB0057  PID         -  DB0057
 DB0057  STATE/COUNTY-  CA/IMPERIAL
 DB0057  USGS QUAD   -  OGILBY (1988)
 DB0057
 DB0057                         *CURRENT SURVEY CONTROL
 DB0057  ___________________________________________________________________
 DB0057* NAD 83(1986)-  32 49 04.     (N)    114 50 25.     (W)     SCALED    
 DB0057* NAVD 88     -       109.305  (meters)     358.61   (feet)  READJUSTED
 DB0057  ___________________________________________________________________
 DB0057  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DB0057  DYNAMIC HT  -         109.180 (meters)     358.20  (feet)  COMP
 DB0057  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 DB0057
 DB0057  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0057
 DB0057.The horizontal coordinates were scaled from a topographic map and have
 DB0057.an estimated accuracy of +/- 6 seconds.
 DB0057
 DB0057.The orthometric height was determined by differential leveling
 DB0057.and adjusted in January 1995.
 DB0057.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0057.distribution rate of 0.0 thru 1.0 mm/km.
 DB0057.The height was derived from older observations constrained to new
 DB0057.heights in a crustal motion area.  The height is approximate in
 DB0057.relation to other heights in its vicinity.
 DB0057
 DB0057.The geoid height was determined by GEOID03.
 DB0057
 DB0057.The dynamic height is computed by dividing the NAVD 88
 DB0057.geopotential number by the normal gravity value computed on the
 DB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0057.degrees latitude (g = 980.6199 gals.).
 DB0057
 DB0057.The modeled gravity was interpolated from observed gravity values.
 DB0057
 DB0057;                    North         East    Units  Estimated Accuracy
 DB0057;SPC CA 6     -   573,100.    2,132,010.      MT  (+/- 180 meters Scaled)
 DB0057
 DB0057                          SUPERSEDED SURVEY CONTROL
 DB0057
 DB0057  NGVD 29 (??/??/??)  108.606  (m)          356.32   (f) ADJUSTED    1 2
 DB0057
 DB0057.Superseded values are not recommended for survey control.
 DB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0057.See file dsdata.txt to determine how the superseded data were derived.
 DB0057
 DB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQS021331(NAD 83)
 DB0057_MARKER: P = PIPE CAP
 DB0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DB0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DB0057_STAMPING: 356.305 SB
 DB0057_MARK LOGO: USGS  
 DB0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0057
 DB0057  HISTORY     - Date     Condition        Report By
 DB0057  HISTORY     - UNK      MONUMENTED       USGS
 DB0057  HISTORY     - 1972     GOOD             NGS
 DB0057  HISTORY     - 1974     GOOD             NGS
 DB0057  HISTORY     - 1977     GOOD             NGS
 DB0057  HISTORY     - 1984     GOOD             CA-025
 DB0057
 DB0057                          STATION DESCRIPTION
 DB0057
 DB0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0057'AT OGILBY.
 DB0057'AT OGILBY, ALONG THE SOUTHERN PACIFIC RAILROAD, 0.15 MILE
 DB0057'NORTHWEST OF THE CROSSING OF OGILBY ROAD, 50.1 FEET SOUTHWEST
 DB0057'OF THE SOUTHWEST RAIL, 30 FEET NORTHWEST OF THE 6TH POLE NORTHWEST
 DB0057'OF THE ROAD CROSSING, 3.0 FEET NORTHWEST OF A WITNESS POST,
 DB0057'1 1/2 FEET LOWER THAN THE TRACK, A CAP ON AN IRON PIPE WHICH IS
 DB0057'ENCASED IN CONCRETE.  THE POST PROJECTS ABOUT 1.3 FEET ABOVE
 DB0057'THE GROUND.  SEC 35, T15S, R20E.
 DB0057
 DB0057                          STATION RECOVERY (1974)
 DB0057
 DB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0057'RECOVERED IN GOOD CONDITION.
 DB0057
 DB0057                          STATION RECOVERY (1977)
 DB0057
 DB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0057'RECOVERED IN GOOD CONDITION.
 DB0057
 DB0057                          STATION RECOVERY (1984)
 DB0057
 DB0057'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0057'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING 1985 SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1613 ***********************************************************************
 GT1613  DESIGNATION -  356
 GT1613  PID         -  GT1613
 GT1613  STATE/COUNTY-  CA/FRESNO
 GT1613  USGS QUAD   -  CLOVIS (1981)
 GT1613
 GT1613                         *CURRENT SURVEY CONTROL
 GT1613  ___________________________________________________________________
 GT1613* NAD 83(1986)-  36 49 13.     (N)    119 42 00.     (W)     SCALED    
 GT1613* NAVD 88     -       109.31   (+/-2cm)     358.6    (feet)  VERTCON   
 GT1613  ___________________________________________________________________
 GT1613  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 GT1613  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1613
 GT1613.The horizontal coordinates were scaled from a topographic map and have
 GT1613.an estimated accuracy of +/- 6 seconds.
 GT1613
 GT1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1613.The vertical order pertains to the NGVD 29 superseded value.
 GT1613
 GT1613.The geoid height was determined by GEOID03.
 GT1613
 GT1613;                    North         East    Units  Estimated Accuracy
 GT1613;SPC CA 4     -   665,220.    1,937,550.      MT  (+/- 180 meters Scaled)
 GT1613
 GT1613                          SUPERSEDED SURVEY CONTROL
 GT1613
 GT1613  NGVD 29 (??/??/92)  108.544  (m)          356.11   (f) ADJ UNCH    1 2
 GT1613
 GT1613.Superseded values are not recommended for survey control.
 GT1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1613.See file dsdata.txt to determine how the superseded data were derived.
 GT1613
 GT1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA591783(NAD 83)
 GT1613_MARKER: DD = SURVEY DISK
 GT1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1613_STAMPING: 356
 GT1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1613+STABILITY: SURFACE MOTION
 GT1613
 GT1613  HISTORY     - Date     Condition        Report By
 GT1613  HISTORY     - UNK      MONUMENTED       USGS
 GT1613  HISTORY     - 1959     GOOD             NGS
 GT1613
 GT1613                          STATION DESCRIPTION
 GT1613
 GT1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1613'0.4 MI S FROM CLOVIS.
 GT1613'ABOUT 0.35 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT1613'FROM THE STATION AT CLOVIS, 1 POLE NORTH OF MILEPOLE 217, 17
 GT1613'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 48 FEET SOUTHEAST
 GT1613'OF THE SOUTHEAST FENCEPOST OF A STEEL FENCE AROUND THREE LARGE
 GT1613'BUTANE TANKS, 4 FEET NORTHWEST OF A TELEGRAPH POLE, ABOUT
 GT1613'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 GT1613'PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2207 ***********************************************************************
 EV2207  DESIGNATION -  356.1 A
 EV2207  PID         -  EV2207
 EV2207  STATE/COUNTY-  CA/LOS ANGELES
 EV2207  USGS QUAD   -  LITTLEROCK (1992)
 EV2207
 EV2207                         *CURRENT SURVEY CONTROL
 EV2207  ___________________________________________________________________
 EV2207* NAD 83(1986)-  34 30 55.     (N)    117 59 01.     (W)     SCALED    
 EV2207* NAVD 88     -       899.05   (+/-2cm)    2949.6    (feet)  VERTCON   
 EV2207  ___________________________________________________________________
 EV2207  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2207
 EV2207.The horizontal coordinates were scaled from a topographic map and have
 EV2207.an estimated accuracy of +/- 6 seconds.
 EV2207
 EV2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2207.The vertical order pertains to the NGVD 29 superseded value.
 EV2207
 EV2207.The geoid height was determined by GEOID03.
 EV2207
 EV2207;                    North         East    Units  Estimated Accuracy
 EV2207;SPC CA 5     -   612,620.    2,001,510.      MT  (+/- 180 meters Scaled)
 EV2207
 EV2207                          SUPERSEDED SURVEY CONTROL
 EV2207
 EV2207  NGVD 29 (??/??/92)  898.163  (m)         2946.72   (f) ADJ UNCH    2 0
 EV2207
 EV2207.Superseded values are not recommended for survey control.
 EV2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2207.See file dsdata.txt to determine how the superseded data were derived.
 EV2207
 EV2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU097197(NAD 83)
 EV2207_MARKER: DD = SURVEY DISK
 EV2207_SETTING: 0 = UNSPECIFIED SETTING
 EV2207_STAMPING: 356.1 A 356.1 A 1971 1971
 EV2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2207
 EV2207  HISTORY     - Date     Condition        Report By
 EV2207  HISTORY     - 1971     MONUMENTED       CADWR
 EV2207  HISTORY     - 1971     GOOD             NGS
 EV2207
 EV2207                          STATION DESCRIPTION
 EV2207
 EV2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2207'4.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2207'4.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2207'PUMP PLANT, AT THE CROSSING OF 82TH STREET EAST, IN THE TOP AND
 EV2207'0.5 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB OF
 EV2207'BRIDGE 356.14 OVER THE AQUEDUCT, 14.5 FEET WEST OF THE CENTER
 EV2207'LINE OF THE STREET, 0.2 FOOT WEST OF THE EAST EDGE OF THE CURB,
 EV2207'AND ABOUT 1 FOOT HIGHER THAN THE STREET.  SECTION 13, T 5 N,
 EV2207'R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2208 ***********************************************************************
 EV2208  DESIGNATION -  356.1 B
 EV2208  PID         -  EV2208
 EV2208  STATE/COUNTY-  CA/LOS ANGELES
 EV2208  USGS QUAD   -  LITTLEROCK (1992)
 EV2208
 EV2208                         *CURRENT SURVEY CONTROL
 EV2208  ___________________________________________________________________
 EV2208* NAD 83(1986)-  34 30 54.     (N)    117 59 01.     (W)     SCALED    
 EV2208* NAVD 88     -       896.67   (+/-2cm)    2941.8    (feet)  VERTCON   
 EV2208  ___________________________________________________________________
 EV2208  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2208
 EV2208.The horizontal coordinates were scaled from a topographic map and have
 EV2208.an estimated accuracy of +/- 6 seconds.
 EV2208
 EV2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2208.The vertical order pertains to the NGVD 29 superseded value.
 EV2208
 EV2208.The geoid height was determined by GEOID03.
 EV2208
 EV2208;                    North         East    Units  Estimated Accuracy
 EV2208;SPC CA 5     -   612,590.    2,001,510.      MT  (+/- 180 meters Scaled)
 EV2208
 EV2208                          SUPERSEDED SURVEY CONTROL
 EV2208
 EV2208  NGVD 29 (??/??/92)  895.780  (m)         2938.90   (f) ADJ UNCH    2 0
 EV2208
 EV2208.Superseded values are not recommended for survey control.
 EV2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2208.See file dsdata.txt to determine how the superseded data were derived.
 EV2208
 EV2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU097197(NAD 83)
 EV2208_MARKER: DD = SURVEY DISK
 EV2208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2208_SP_SET: CONCRETE LINING
 EV2208_STAMPING: MILE 356.1 B
 EV2208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2208
 EV2208  HISTORY     - Date     Condition        Report By
 EV2208  HISTORY     - UNK      MONUMENTED       CADWR
 EV2208  HISTORY     - 1971     GOOD             NGS
 EV2208
 EV2208                          STATION DESCRIPTION
 EV2208
 EV2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2208'4.5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2208'4.5 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2208'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2208'OF THE AQUEDUCT, 69.0 FEET WEST OF THE NORTH END OF THE 82TH
 EV2208'STREET EAST BRIDGE 356.14 OVER THE AQUEDUCT, AND ABOUT 6 FEET
 EV2208'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2205 ***********************************************************************
 EV2205  DESIGNATION -  356.5 A
 EV2205  PID         -  EV2205
 EV2205  STATE/COUNTY-  CA/LOS ANGELES
 EV2205  USGS QUAD   -  LITTLEROCK (1992)
 EV2205
 EV2205                         *CURRENT SURVEY CONTROL
 EV2205  ___________________________________________________________________
 EV2205* NAD 83(1986)-  34 31 02.     (N)    117 58 38.     (W)     SCALED    
 EV2205* NAVD 88     -       900.46   (+/-2cm)    2954.3    (feet)  VERTCON   
 EV2205  ___________________________________________________________________
 EV2205  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2205
 EV2205.The horizontal coordinates were scaled from a topographic map and have
 EV2205.an estimated accuracy of +/- 6 seconds.
 EV2205
 EV2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2205.The vertical order pertains to the NGVD 29 superseded value.
 EV2205
 EV2205.The geoid height was determined by GEOID03.
 EV2205
 EV2205;                    North         East    Units  Estimated Accuracy
 EV2205;SPC CA 5     -   612,840.    2,002,090.      MT  (+/- 180 meters Scaled)
 EV2205
 EV2205                          SUPERSEDED SURVEY CONTROL
 EV2205
 EV2205  NGVD 29 (??/??/92)  899.573  (m)         2951.35   (f) ADJ UNCH    2 0
 EV2205
 EV2205.Superseded values are not recommended for survey control.
 EV2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2205.See file dsdata.txt to determine how the superseded data were derived.
 EV2205
 EV2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU103199(NAD 83)
 EV2205_MARKER: DD = SURVEY DISK
 EV2205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2205_SP_SET: WALL
 EV2205_STAMPING: 356.5 A 1971
 EV2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2205
 EV2205  HISTORY     - Date     Condition        Report By
 EV2205  HISTORY     - 1971     MONUMENTED       CADWR
 EV2205  HISTORY     - 1971     GOOD             NGS
 EV2205
 EV2205                          STATION DESCRIPTION
 EV2205
 EV2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2205'4.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2205'4.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2205'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH END OF THE WEST
 EV2205'CONCRETE WALL OF CONCRETE OVERCHUTE 356.47, 0.9 FOOT SOUTH OF
 EV2205'THE WEST END OF A GUARDRAIL, AND ABOUT 2 FEET LOWER THAN THE
 EV2205'NORTH LEVEE ROAD.  SECTION 13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2204 ***********************************************************************
 EV2204  DESIGNATION -  356.5 B
 EV2204  PID         -  EV2204
 EV2204  STATE/COUNTY-  CA/LOS ANGELES
 EV2204  USGS QUAD   -  LITTLEROCK (1992)
 EV2204
 EV2204                         *CURRENT SURVEY CONTROL
 EV2204  ___________________________________________________________________
 EV2204* NAD 83(1986)-  34 31 02.     (N)    117 58 39.     (W)     SCALED    
 EV2204* NAVD 88     -       896.62   (+/-2cm)    2941.7    (feet)  VERTCON   
 EV2204  ___________________________________________________________________
 EV2204  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2204
 EV2204.The horizontal coordinates were scaled from a topographic map and have
 EV2204.an estimated accuracy of +/- 6 seconds.
 EV2204
 EV2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2204.The vertical order pertains to the NGVD 29 superseded value.
 EV2204
 EV2204.The geoid height was determined by GEOID03.
 EV2204
 EV2204;                    North         East    Units  Estimated Accuracy
 EV2204;SPC CA 5     -   612,840.    2,002,070.      MT  (+/- 180 meters Scaled)
 EV2204
 EV2204                          SUPERSEDED SURVEY CONTROL
 EV2204
 EV2204  NGVD 29 (??/??/92)  895.732  (m)         2938.75   (f) ADJ UNCH    2 0
 EV2204
 EV2204.Superseded values are not recommended for survey control.
 EV2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2204.See file dsdata.txt to determine how the superseded data were derived.
 EV2204
 EV2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU102199(NAD 83)
 EV2204_MARKER: DD = SURVEY DISK
 EV2204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2204_SP_SET: CONCRETE LINING
 EV2204_STAMPING: MILE 356.5 B
 EV2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2204
 EV2204  HISTORY     - Date     Condition        Report By
 EV2204  HISTORY     - UNK      MONUMENTED       CADWR
 EV2204  HISTORY     - 1971     GOOD             NGS
 EV2204
 EV2204                          STATION DESCRIPTION
 EV2204
 EV2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2204'4.2 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2204'4.15 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2204'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2204'OF THE AQUEDUCT, 76.3 FEET WEST OF THE WEST WALL OF CONCRETE
 EV2204'OVERCHUTE 356.47, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE
 EV2204'ROAD.  SECTION 13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2202 ***********************************************************************
 EV2202  DESIGNATION -  356.7 A
 EV2202  PID         -  EV2202
 EV2202  STATE/COUNTY-  CA/LOS ANGELES
 EV2202  USGS QUAD   -  LITTLEROCK (1992)
 EV2202
 EV2202                         *CURRENT SURVEY CONTROL
 EV2202  ___________________________________________________________________
 EV2202* NAD 83(1986)-  34 31 07.     (N)    117 58 29.     (W)     SCALED    
 EV2202* NAVD 88     -       899.20   (+/-2cm)    2950.1    (feet)  VERTCON   
 EV2202  ___________________________________________________________________
 EV2202  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2202
 EV2202.The horizontal coordinates were scaled from a topographic map and have
 EV2202.an estimated accuracy of +/- 6 seconds.
 EV2202
 EV2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2202.The vertical order pertains to the NGVD 29 superseded value.
 EV2202
 EV2202.The geoid height was determined by GEOID03.
 EV2202
 EV2202;                    North         East    Units  Estimated Accuracy
 EV2202;SPC CA 5     -   612,990.    2,002,320.      MT  (+/- 180 meters Scaled)
 EV2202
 EV2202                          SUPERSEDED SURVEY CONTROL
 EV2202
 EV2202  NGVD 29 (??/??/92)  898.312  (m)         2947.21   (f) ADJ UNCH    2 0
 EV2202
 EV2202.Superseded values are not recommended for survey control.
 EV2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2202.See file dsdata.txt to determine how the superseded data were derived.
 EV2202
 EV2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU105200(NAD 83)
 EV2202_MARKER: DD = SURVEY DISK
 EV2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2202_SP_SET: BRIDGE
 EV2202_STAMPING: 356.7 A 1971
 EV2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2202
 EV2202  HISTORY     - Date     Condition        Report By
 EV2202  HISTORY     - 1971     MONUMENTED       CADWR
 EV2202  HISTORY     - 1971     GOOD             NGS
 EV2202
 EV2202                          STATION DESCRIPTION
 EV2202
 EV2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2202'3.9 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2202'3.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2202'PUMP PLANT, AT THE CROSSING OF 87TH STREET EAST, IN THE TOP
 EV2202'AND 0.8 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB
 EV2202'OF BRIDGE 356.69, 14.3 FEET WEST OF THE CENTER LINE OF THE
 EV2202'STREET, 0.4 FOOT WEST OF THE EAST EDGE OF THE CURB, AND ABOUT
 EV2202'1 FOOT HIGHER THAN THE STREET.  SECTION 13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2203 ***********************************************************************
 EV2203  DESIGNATION -  356.7 B
 EV2203  PID         -  EV2203
 EV2203  STATE/COUNTY-  CA/LOS ANGELES
 EV2203  USGS QUAD   -  LITTLEROCK (1992)
 EV2203
 EV2203                         *CURRENT SURVEY CONTROL
 EV2203  ___________________________________________________________________
 EV2203* NAD 83(1986)-  34 31 07.     (N)    117 58 29.     (W)     SCALED    
 EV2203* NAVD 88     -       896.63   (+/-2cm)    2941.7    (feet)  VERTCON   
 EV2203  ___________________________________________________________________
 EV2203  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2203
 EV2203.The horizontal coordinates were scaled from a topographic map and have
 EV2203.an estimated accuracy of +/- 6 seconds.
 EV2203
 EV2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2203.The vertical order pertains to the NGVD 29 superseded value.
 EV2203
 EV2203.The geoid height was determined by GEOID03.
 EV2203
 EV2203;                    North         East    Units  Estimated Accuracy
 EV2203;SPC CA 5     -   612,990.    2,002,320.      MT  (+/- 180 meters Scaled)
 EV2203
 EV2203                          SUPERSEDED SURVEY CONTROL
 EV2203
 EV2203  NGVD 29 (??/??/92)  895.744  (m)         2938.79   (f) ADJ UNCH    2 0
 EV2203
 EV2203.Superseded values are not recommended for survey control.
 EV2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2203.See file dsdata.txt to determine how the superseded data were derived.
 EV2203
 EV2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU105200(NAD 83)
 EV2203_MARKER: DD = SURVEY DISK
 EV2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2203_SP_SET: CONCRETE LINING
 EV2203_STAMPING: MILE 356.7 B
 EV2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2203
 EV2203  HISTORY     - Date     Condition        Report By
 EV2203  HISTORY     - UNK      MONUMENTED       CADWR
 EV2203  HISTORY     - 1971     GOOD             NGS
 EV2203
 EV2203                          STATION DESCRIPTION
 EV2203
 EV2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2203'3.9 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2203'3.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2203'PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2203'AQUEDUCT, 103.0 FEET WEST OF THE NORTH END OF THE 87TH STREET
 EV2203'EAST BRIDGE 356.69 OVER THE AQUEDUCT, AND ABOUT 7 FEET LOWER
 EV2203'THAN THE NORTH LEVEE ROAD.  SECTION 13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2199 ***********************************************************************
 EV2199  DESIGNATION -  356.8 A
 EV2199  PID         -  EV2199
 EV2199  STATE/COUNTY-  CA/LOS ANGELES
 EV2199  USGS QUAD   -  LITTLEROCK (1992)
 EV2199
 EV2199                         *CURRENT SURVEY CONTROL
 EV2199  ___________________________________________________________________
 EV2199* NAD 83(1986)-  34 31 09.     (N)    117 58 23.     (W)     SCALED    
 EV2199* NAVD 88     -       900.89   (+/-2cm)    2955.7    (feet)  VERTCON   
 EV2199  ___________________________________________________________________
 EV2199  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2199
 EV2199.The horizontal coordinates were scaled from a topographic map and have
 EV2199.an estimated accuracy of +/- 6 seconds.
 EV2199
 EV2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2199.The vertical order pertains to the NGVD 29 superseded value.
 EV2199
 EV2199.The geoid height was determined by GEOID03.
 EV2199
 EV2199;                    North         East    Units  Estimated Accuracy
 EV2199;SPC CA 5     -   613,050.    2,002,470.      MT  (+/- 180 meters Scaled)
 EV2199
 EV2199                          SUPERSEDED SURVEY CONTROL
 EV2199
 EV2199  NGVD 29 (??/??/92)  900.001  (m)         2952.75   (f) ADJ UNCH    2 0
 EV2199
 EV2199.Superseded values are not recommended for survey control.
 EV2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2199.See file dsdata.txt to determine how the superseded data were derived.
 EV2199
 EV2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU106201(NAD 83)
 EV2199_MARKER: DD = SURVEY DISK
 EV2199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2199_SP_SET: CONCRETE OVERCHUTE
 EV2199_STAMPING: 356.8 A 1971
 EV2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2199
 EV2199  HISTORY     - Date     Condition        Report By
 EV2199  HISTORY     - 1971     MONUMENTED       CADWR
 EV2199  HISTORY     - 1971     GOOD             NGS
 EV2199
 EV2199                          STATION DESCRIPTION
 EV2199
 EV2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2199'3.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2199'3.8 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2199'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHWEST END OF THE
 EV2199'SOUTHWEST WALL OF CONCRETE OVERCHUTE 356.81, 1.0 FOOT SOUTHEAST
 EV2199'OF THE SOUTHWEST END OF A GUARDRAIL, AND ABOUT 2 FEET LOWER THAN
 EV2199'THE NORTHWEST LEVEE ROAD.  SECTION 18, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2200 ***********************************************************************
 EV2200  DESIGNATION -  356.8 B
 EV2200  PID         -  EV2200
 EV2200  STATE/COUNTY-  CA/LOS ANGELES
 EV2200  USGS QUAD   -  LITTLEROCK (1992)
 EV2200
 EV2200                         *CURRENT SURVEY CONTROL
 EV2200  ___________________________________________________________________
 EV2200* NAD 83(1986)-  34 31 09.     (N)    117 58 23.     (W)     SCALED    
 EV2200* NAVD 88     -       896.59   (+/-2cm)    2941.6    (feet)  VERTCON   
 EV2200  ___________________________________________________________________
 EV2200  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2200
 EV2200.The horizontal coordinates were scaled from a topographic map and have
 EV2200.an estimated accuracy of +/- 6 seconds.
 EV2200
 EV2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2200.The vertical order pertains to the NGVD 29 superseded value.
 EV2200
 EV2200.The geoid height was determined by GEOID03.
 EV2200
 EV2200;                    North         East    Units  Estimated Accuracy
 EV2200;SPC CA 5     -   613,050.    2,002,470.      MT  (+/- 180 meters Scaled)
 EV2200
 EV2200                          SUPERSEDED SURVEY CONTROL
 EV2200
 EV2200  NGVD 29 (??/??/92)  895.700  (m)         2938.64   (f) ADJ UNCH    2 0
 EV2200
 EV2200.Superseded values are not recommended for survey control.
 EV2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2200.See file dsdata.txt to determine how the superseded data were derived.
 EV2200
 EV2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU106201(NAD 83)
 EV2200_MARKER: DD = SURVEY DISK
 EV2200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2200_SP_SET: CONCRETE LINING
 EV2200_STAMPING: MILE 356.8 B
 EV2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2200
 EV2200  HISTORY     - Date     Condition        Report By
 EV2200  HISTORY     - UNK      MONUMENTED       CADWR
 EV2200  HISTORY     - 1971     GOOD             NGS
 EV2200
 EV2200                          STATION DESCRIPTION
 EV2200
 EV2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2200'3.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2200'3.8 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2200'PUMP PLANT, 0.1 MILE EAST OF THE CROSSING OF 87TH STREET EAST,
 EV2200'IN THE TOP OF THE NORTHWEST CONCRETE LINING OF THE AQUEDUCT,
 EV2200'85.0 FEET SOUTHWEST OF THE SOUTHWEST WALL OF OVERCHUTE 356.81,
 EV2200'AND ABOUT 10 FEET LOWER THAN THE NORTHWEST LEVEE ROAD.  SECTION
 EV2200'18, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2197 ***********************************************************************
 EV2197  DESIGNATION -  356.9 A
 EV2197  PID         -  EV2197
 EV2197  STATE/COUNTY-  CA/LOS ANGELES
 EV2197  USGS QUAD   -  LITTLEROCK (1992)
 EV2197
 EV2197                         *CURRENT SURVEY CONTROL
 EV2197  ___________________________________________________________________
 EV2197* NAD 83(1986)-  34 31 12.     (N)    117 58 16.     (W)     SCALED    
 EV2197* NAVD 88     -       897.53   (+/-2cm)    2944.6    (feet)  VERTCON   
 EV2197  ___________________________________________________________________
 EV2197  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2197
 EV2197.The horizontal coordinates were scaled from a topographic map and have
 EV2197.an estimated accuracy of +/- 6 seconds.
 EV2197
 EV2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2197.The vertical order pertains to the NGVD 29 superseded value.
 EV2197
 EV2197.The geoid height was determined by GEOID03.
 EV2197
 EV2197;                    North         East    Units  Estimated Accuracy
 EV2197;SPC CA 5     -   613,140.    2,002,650.      MT  (+/- 180 meters Scaled)
 EV2197
 EV2197                          SUPERSEDED SURVEY CONTROL
 EV2197
 EV2197  NGVD 29 (??/??/92)  896.643  (m)         2941.74   (f) ADJ UNCH    2 0
 EV2197
 EV2197.Superseded values are not recommended for survey control.
 EV2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2197.See file dsdata.txt to determine how the superseded data were derived.
 EV2197
 EV2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU108202(NAD 83)
 EV2197_MARKER: DD = SURVEY DISK
 EV2197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2197_SP_SET: SIDEWALK
 EV2197_STAMPING: 356.9 A 356.9 A 1971
 EV2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2197
 EV2197  HISTORY     - Date     Condition        Report By
 EV2197  HISTORY     - 1971     MONUMENTED       CADWR
 EV2197  HISTORY     - 1971     GOOD             NGS
 EV2197
 EV2197                          STATION DESCRIPTION
 EV2197
 EV2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2197'3.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2197'3.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2197'PUMP PLANT, IN THE TOP OF THE NORTHWEST END OF THE CONCRETE
 EV2197'WALKWAY OF CHECK DAM 57 356.93, 1.2 FEET NORTHEAST OF A GUARDRAIL
 EV2197'POST, 1.4 FEET SOUTHWEST OF A GUARDRAIL POST, AND ABOUT 2 FEET
 EV2197'LOWER THAN THE NORTHWEST LEVEE ROAD.  SECTION 18, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2198 ***********************************************************************
 EV2198  DESIGNATION -  356.9 B
 EV2198  PID         -  EV2198
 EV2198  STATE/COUNTY-  CA/LOS ANGELES
 EV2198  USGS QUAD   -  LITTLEROCK (1992)
 EV2198
 EV2198                         *CURRENT SURVEY CONTROL
 EV2198  ___________________________________________________________________
 EV2198* NAD 83(1986)-  34 31 12.     (N)    117 58 16.     (W)     SCALED    
 EV2198* NAVD 88     -       896.58   (+/-2cm)    2941.5    (feet)  VERTCON   
 EV2198  ___________________________________________________________________
 EV2198  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2198
 EV2198.The horizontal coordinates were scaled from a topographic map and have
 EV2198.an estimated accuracy of +/- 6 seconds.
 EV2198
 EV2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2198.The vertical order pertains to the NGVD 29 superseded value.
 EV2198
 EV2198.The geoid height was determined by GEOID03.
 EV2198
 EV2198;                    North         East    Units  Estimated Accuracy
 EV2198;SPC CA 5     -   613,140.    2,002,650.      MT  (+/- 180 meters Scaled)
 EV2198
 EV2198                          SUPERSEDED SURVEY CONTROL
 EV2198
 EV2198  NGVD 29 (??/??/92)  895.699  (m)         2938.64   (f) ADJ UNCH    2 0
 EV2198
 EV2198.Superseded values are not recommended for survey control.
 EV2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2198.See file dsdata.txt to determine how the superseded data were derived.
 EV2198
 EV2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU108202(NAD 83)
 EV2198_MARKER: DD = SURVEY DISK
 EV2198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2198_SP_SET: CONCRETE LINING
 EV2198_STAMPING: MILE 356.9 B
 EV2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2198
 EV2198  HISTORY     - Date     Condition        Report By
 EV2198  HISTORY     - UNK      MONUMENTED       CADWR
 EV2198  HISTORY     - 1971     GOOD             NGS
 EV2198
 EV2198                          STATION DESCRIPTION
 EV2198
 EV2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2198'3.7 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2198'3.7 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2198'PUMP PLANT, IN THE TOP OF THE NORTHWEST CONCRETE LINING OF THE
 EV2198'AQUEDUCT, 55.7 FEET SOUTHWEST OF THE WEST END OF A GUARDRAIL,
 EV2198'26.5 FEET SOUTHWEST OF THE CENTER OF A LADDER, AND ABOUT 4 FEET
 EV2198'LOWER THAN THE NORTHWEST LEVEE ROAD.  SECTION 18, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0766 ***********************************************************************
 FV0766  DESIGNATION -  357.3 USGS
 FV0766  PID         -  FV0766
 FV0766  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0766  USGS QUAD   -  NIPOMO (1965)
 FV0766
 FV0766                         *CURRENT SURVEY CONTROL
 FV0766  ___________________________________________________________________
 FV0766* NAD 83(1986)-  35 03 23.     (N)    120 29 29.     (W)     SCALED    
 FV0766* NAVD 88     -       109.70   (+/-2cm)     359.9    (feet)  VERTCON   
 FV0766  ___________________________________________________________________
 FV0766  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 FV0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0766
 FV0766.The horizontal coordinates were scaled from a topographic map and have
 FV0766.an estimated accuracy of +/- 6 seconds.
 FV0766
 FV0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0766.The vertical order pertains to the NGVD 29 superseded value.
 FV0766
 FV0766.The geoid height was determined by GEOID03.
 FV0766
 FV0766;                    North         East    Units  Estimated Accuracy
 FV0766;SPC CA 5     -   675,460.    1,772,760.      MT  (+/- 180 meters Scaled)
 FV0766
 FV0766                          SUPERSEDED SURVEY CONTROL
 FV0766
 FV0766  NGVD 29 (??/??/92)  108.852  (m)          357.13   (f) ADJ UNCH    1 2
 FV0766
 FV0766.Superseded values are not recommended for survey control.
 FV0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0766.See file dsdata.txt to determine how the superseded data were derived.
 FV0766
 FV0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD287821(NAD 83)
 FV0766_MARKER: DD = SURVEY DISK
 FV0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0766_SP_SET: HEADWALL
 FV0766_STAMPING: 357 LPM 1 1938
 FV0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0766
 FV0766  HISTORY     - Date     Condition        Report By
 FV0766  HISTORY     - 1938     MONUMENTED       USGS
 FV0766  HISTORY     - 1956     GOOD             NGS
 FV0766
 FV0766                          STATION DESCRIPTION
 FV0766
 FV0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0766'1.3 MI NW FROM NIPOMO.
 FV0766'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM SAINT JOSPHS
 FV0766'CHURCH AT NIPOMO, 0.1 MILE SOUTHEAST OF A POWER LINE CROSSING,
 FV0766'AT AN INTERSECTION, IN THE TOP OF THE SOUTHEAST END OF THE
 FV0766'SOUTHWEST CONCRETE HEAD WALL OF 18-INCH CORRUGATED METAL PIPE
 FV0766'CULVERT F-327-60 F-ML. 6.21, 32 FEET SOUTHWEST OF THE CENTER
 FV0766'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2215 ***********************************************************************
 EV2215  DESIGNATION -  357.4 C
 EV2215  PID         -  EV2215
 EV2215  STATE/COUNTY-  CA/LOS ANGELES
 EV2215  USGS QUAD   -  LITTLEROCK (1992)
 EV2215
 EV2215                         *CURRENT SURVEY CONTROL
 EV2215  ___________________________________________________________________
 EV2215* NAD 83(1986)-  34 31 01.     (N)    117 59 51.     (W)     SCALED    
 EV2215* NAVD 88     -       894.52   (+/-2cm)    2934.8    (feet)  VERTCON   
 EV2215  ___________________________________________________________________
 EV2215  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2215
 EV2215.The horizontal coordinates were scaled from a topographic map and have
 EV2215.an estimated accuracy of +/- 6 seconds.
 EV2215
 EV2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2215.The vertical order pertains to the NGVD 29 superseded value.
 EV2215
 EV2215.The geoid height was determined by GEOID03.
 EV2215
 EV2215;                    North         East    Units  Estimated Accuracy
 EV2215;SPC CA 5     -   612,800.    2,000,230.      MT  (+/- 180 meters Scaled)
 EV2215
 EV2215                          SUPERSEDED SURVEY CONTROL
 EV2215
 EV2215  NGVD 29 (??/??/92)  893.639  (m)         2931.88   (f) ADJ UNCH    2 0
 EV2215
 EV2215.Superseded values are not recommended for survey control.
 EV2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2215.See file dsdata.txt to determine how the superseded data were derived.
 EV2215
 EV2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU084199(NAD 83)
 EV2215_MARKER: DD = SURVEY DISK
 EV2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2215_STAMPING: 357.4 C B M 1968
 EV2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2215+STABILITY: SURFACE MOTION
 EV2215
 EV2215  HISTORY     - Date     Condition        Report By
 EV2215  HISTORY     - 1968     MONUMENTED       CADWR
 EV2215  HISTORY     - 1971     GOOD             NGS
 EV2215
 EV2215                          STATION DESCRIPTION
 EV2215
 EV2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2215'5.3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2215'5.3 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2215'PEARBLOSSOM PUMP PLANT, 47.5 FEET NORTHWEST AND ACROSS THE
 EV2215'RIGHT-OF-WAY FENCE FROM THE CENTER LINE OF THE NORTHWEST LEVEE
 EV2215'ROAD, 6.0 FEET NORTHWEST OF THE FENCE, 25 FEET SOUTHEAST OF
 EV2215'TELEPHONE POLE 709700E WITH TWO GUY WIRES, 1.8 FEET SOUTHWEST
 EV2215'OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE ROAD, AND SET
 EV2215'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 EV2215'GROUND.  SECTION 23, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2195 ***********************************************************************
 EV2195  DESIGNATION -  357.6 A
 EV2195  PID         -  EV2195
 EV2195  STATE/COUNTY-  CA/LOS ANGELES
 EV2195  USGS QUAD   -  LITTLEROCK (1992)
 EV2195
 EV2195                         *CURRENT SURVEY CONTROL
 EV2195  ___________________________________________________________________
 EV2195* NAD 83(1986)-  34 31 16.     (N)    117 57 36.     (W)     SCALED    
 EV2195* NAVD 88     -       900.014  (meters)    2952.80   (feet)  READJUSTED
 EV2195  ___________________________________________________________________
 EV2195  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2195  DYNAMIC HT  -         898.950 (meters)    2949.31  (feet)  COMP
 EV2195  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 EV2195
 EV2195  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2195
 EV2195.The horizontal coordinates were scaled from a topographic map and have
 EV2195.an estimated accuracy of +/- 6 seconds.
 EV2195
 EV2195.The orthometric height was determined by differential leveling
 EV2195.and adjusted in February 1993.
 EV2195.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2195.distribution rate of 0.0 thru 1.0 mm/km.
 EV2195.The height was derived from older observations constrained to new
 EV2195.heights in a crustal motion area.  The height is approximate in
 EV2195.relation to other heights in its vicinity.
 EV2195
 EV2195.The geoid height was determined by GEOID03.
 EV2195
 EV2195.The dynamic height is computed by dividing the NAVD 88
 EV2195.geopotential number by the normal gravity value computed on the
 EV2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2195.degrees latitude (g = 980.6199 gals.).
 EV2195
 EV2195.The modeled gravity was interpolated from observed gravity values.
 EV2195
 EV2195;                    North         East    Units  Estimated Accuracy
 EV2195;SPC CA 5     -   613,270.    2,003,670.      MT  (+/- 180 meters Scaled)
 EV2195
 EV2195                          SUPERSEDED SURVEY CONTROL
 EV2195
 EV2195  NGVD 29 (??/??/92)  899.129  (m)         2949.89   (f) ADJ UNCH    1 1
 EV2195
 EV2195.Superseded values are not recommended for survey control.
 EV2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2195.See file dsdata.txt to determine how the superseded data were derived.
 EV2195
 EV2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU118203(NAD 83)
 EV2195_MARKER: DD = SURVEY DISK
 EV2195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2195_SP_SET: BRIDGE
 EV2195_STAMPING: 357.6 A 1969
 EV2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2195
 EV2195  HISTORY     - Date     Condition        Report By
 EV2195  HISTORY     - 1969     MONUMENTED       CADWR
 EV2195  HISTORY     - 1971     GOOD             NGS
 EV2195  HISTORY     - 1977     GOOD             NGS
 EV2195
 EV2195                          STATION DESCRIPTION
 EV2195
 EV2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2195'3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2195'3.0 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2195'PUMP PLANT, AT THE CROSSING OF STATE HIGHWAY 138, IN THE TOP
 EV2195'OF THE SOUTH CONCRETE FOUNDATION FOR A METAL GUARDRAIL OF BRIDGE
 EV2195'357.61 OVER THE AQUEDUCT, 21.0 FEET SOUTH OF THE CENTER LINE
 EV2195'OF THE HIGHWAY, 26.8 FEET EAST OF THE WEST END OF THE BRIDGE,
 EV2195'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  SECTION 18, T 5 N,
 EV2195'R 10 W.
 EV2195
 EV2195                          STATION RECOVERY (1977)
 EV2195
 EV2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2195'1.7 MILES EAST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE AT
 EV2195'LITTLEROCK, IN TOP OF THE SOUTH CONCRETE RAIL FOR BRIDGE OVER
 EV2195'CALIFORNIA AQUEDUCT, 21 FT. SOUTH OF THE CENTER LINE OF HIGHWAY,
 EV2195'26 FT. EAST OF WEST END OF CONCRETE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2196 ***********************************************************************
 EV2196  DESIGNATION -  357.61 B
 EV2196  PID         -  EV2196
 EV2196  STATE/COUNTY-  CA/LOS ANGELES
 EV2196  USGS QUAD   -  LITTLEROCK (1992)
 EV2196
 EV2196                         *CURRENT SURVEY CONTROL
 EV2196  ___________________________________________________________________
 EV2196* NAD 83(1986)-  34 31 18.     (N)    117 57 33.     (W)     SCALED    
 EV2196* NAVD 88     -       896.46   (+/-2cm)    2941.1    (feet)  VERTCON   
 EV2196  ___________________________________________________________________
 EV2196  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2196
 EV2196.The horizontal coordinates were scaled from a topographic map and have
 EV2196.an estimated accuracy of +/- 6 seconds.
 EV2196
 EV2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2196.The vertical order pertains to the NGVD 29 superseded value.
 EV2196
 EV2196.The geoid height was determined by GEOID03.
 EV2196
 EV2196;                    North         East    Units  Estimated Accuracy
 EV2196;SPC CA 5     -   613,330.    2,003,750.      MT  (+/- 180 meters Scaled)
 EV2196
 EV2196                          SUPERSEDED SURVEY CONTROL
 EV2196
 EV2196  NGVD 29 (??/??/92)  895.577  (m)         2938.24   (f) ADJ UNCH    2 0
 EV2196
 EV2196.Superseded values are not recommended for survey control.
 EV2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2196.See file dsdata.txt to determine how the superseded data were derived.
 EV2196
 EV2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU119204(NAD 83)
 EV2196_MARKER: DD = SURVEY DISK
 EV2196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2196_SP_SET: CONCRETE LINING
 EV2196_STAMPING: MILE 357.61 B
 EV2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2196
 EV2196  HISTORY     - Date     Condition        Report By
 EV2196  HISTORY     - UNK      MONUMENTED       CADWR
 EV2196  HISTORY     - 1971     GOOD             NGS
 EV2196
 EV2196                          STATION DESCRIPTION
 EV2196
 EV2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2196'3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2196'3.0 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2196'PUMP PLANT, BETWEEN AQUEDUCT STATIONS 828 AND 829, IN THE TOP
 EV2196'OF THE NORTHWEST CONCRETE LINING OF THE AQUEDUCT, 87.0 FEET
 EV2196'SOUTH OF BENCH MARK 357.6 A (DWR), 43.0 FEET SOUTHEAST OF THE
 EV2196'NORTHWEST RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE
 EV2196'LEVEE ROAD.  SECTION 18, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2193 ***********************************************************************
 EV2193  DESIGNATION -  357.7 A
 EV2193  PID         -  EV2193
 EV2193  STATE/COUNTY-  CA/LOS ANGELES
 EV2193  USGS QUAD   -  LITTLEROCK (1992)
 EV2193
 EV2193                         *CURRENT SURVEY CONTROL
 EV2193  ___________________________________________________________________
 EV2193* NAD 83(1986)-  34 31 19.     (N)    117 57 29.     (W)     SCALED    
 EV2193* NAVD 88     -       898.94   (+/-2cm)    2949.3    (feet)  VERTCON   
 EV2193  ___________________________________________________________________
 EV2193  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2193
 EV2193.The horizontal coordinates were scaled from a topographic map and have
 EV2193.an estimated accuracy of +/- 6 seconds.
 EV2193
 EV2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2193.The vertical order pertains to the NGVD 29 superseded value.
 EV2193
 EV2193.The geoid height was determined by GEOID03.
 EV2193
 EV2193;                    North         East    Units  Estimated Accuracy
 EV2193;SPC CA 5     -   613,360.    2,003,850.      MT  (+/- 180 meters Scaled)
 EV2193
 EV2193                          SUPERSEDED SURVEY CONTROL
 EV2193
 EV2193  NGVD 29 (??/??/92)  898.055  (m)         2946.37   (f) ADJ UNCH    2 0
 EV2193
 EV2193.Superseded values are not recommended for survey control.
 EV2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2193.See file dsdata.txt to determine how the superseded data were derived.
 EV2193
 EV2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU120204(NAD 83)
 EV2193_MARKER: DD = SURVEY DISK
 EV2193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2193_SP_SET: BRIDGE
 EV2193_STAMPING: 357.7 A 1971
 EV2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2193
 EV2193  HISTORY     - Date     Condition        Report By
 EV2193  HISTORY     - UNK      MONUMENTED       CADWR
 EV2193  HISTORY     - 1971     GOOD             NGS
 EV2193
 EV2193                          STATION DESCRIPTION
 EV2193
 EV2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2193'2.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2193'2.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2193'PUMP PLANT, AT THE CROSSING OF 96TH STREET EAST, IN THE TOP AND 0.3
 EV2193'FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB OF BRIDGE
 EV2193'357.72 OVER THE AQUEDUCT, 15.3 FEET WEST OF THE CENTERLINE OF THE
 EV2193'STREET, 0.3 FOOT WEST OF THE EAST EDGE OF THE CURB, AND ABOUT 1
 EV2193'FOOT HIGHER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2212 ***********************************************************************
 EV2212  DESIGNATION -  357.7 C
 EV2212  PID         -  EV2212
 EV2212  STATE/COUNTY-  CA/LOS ANGELES
 EV2212  USGS QUAD   -  LITTLEROCK (1992)
 EV2212
 EV2212                         *CURRENT SURVEY CONTROL
 EV2212  ___________________________________________________________________
 EV2212* NAD 83(1986)-  34 31 03.     (N)    117 59 28.     (W)     SCALED    
 EV2212* NAVD 88     -       897.60   (+/-2cm)    2944.9    (feet)  VERTCON   
 EV2212  ___________________________________________________________________
 EV2212  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2212
 EV2212.The horizontal coordinates were scaled from a topographic map and have
 EV2212.an estimated accuracy of +/- 6 seconds.
 EV2212
 EV2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2212.The vertical order pertains to the NGVD 29 superseded value.
 EV2212
 EV2212.The geoid height was determined by GEOID03.
 EV2212
 EV2212;                    North         East    Units  Estimated Accuracy
 EV2212;SPC CA 5     -   612,870.    2,000,820.      MT  (+/- 180 meters Scaled)
 EV2212
 EV2212                          SUPERSEDED SURVEY CONTROL
 EV2212
 EV2212  NGVD 29 (??/??/92)  896.713  (m)         2941.97   (f) ADJ UNCH    2 0
 EV2212
 EV2212.Superseded values are not recommended for survey control.
 EV2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2212.See file dsdata.txt to determine how the superseded data were derived.
 EV2212
 EV2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU090199(NAD 83)
 EV2212_MARKER: DD = SURVEY DISK
 EV2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2212_STAMPING: 357.7 C B M 1968
 EV2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2212+STABILITY: SURFACE MOTION
 EV2212
 EV2212  HISTORY     - Date     Condition        Report By
 EV2212  HISTORY     - 1968     MONUMENTED       CADWR
 EV2212  HISTORY     - 1971     GOOD             NGS
 EV2212
 EV2212                          STATION DESCRIPTION
 EV2212
 EV2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2212'5 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2212'4.95 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2212'PUMP PLANT, 32.0 FEET NORTH AND ACROSS THE RIGHT-OF-WAY FENCE
 EV2212'FROM THE CENTER LINE OF THE NORTH LEVEE ROAD, 1.0 FOOT NORTH OF
 EV2212'THE FENCE, 1.6 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 EV2212'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV2212'0.2 FOOT ABOVE THE GROUND.  SECTION 13, T5N, R11W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2194 ***********************************************************************
 EV2194  DESIGNATION -  357.72 B
 EV2194  PID         -  EV2194
 EV2194  STATE/COUNTY-  CA/LOS ANGELES
 EV2194  USGS QUAD   -  LITTLEROCK (1992)
 EV2194
 EV2194                         *CURRENT SURVEY CONTROL
 EV2194  ___________________________________________________________________
 EV2194* NAD 83(1986)-  34 31 19.     (N)    117 57 29.     (W)     SCALED    
 EV2194* NAVD 88     -       896.43   (+/-2cm)    2941.0    (feet)  VERTCON   
 EV2194  ___________________________________________________________________
 EV2194  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2194
 EV2194.The horizontal coordinates were scaled from a topographic map and have
 EV2194.an estimated accuracy of +/- 6 seconds.
 EV2194
 EV2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2194.The vertical order pertains to the NGVD 29 superseded value.
 EV2194
 EV2194.The geoid height was determined by GEOID03.
 EV2194
 EV2194;                    North         East    Units  Estimated Accuracy
 EV2194;SPC CA 5     -   613,360.    2,003,850.      MT  (+/- 180 meters Scaled)
 EV2194
 EV2194                          SUPERSEDED SURVEY CONTROL
 EV2194
 EV2194  NGVD 29 (??/??/92)  895.542  (m)         2938.12   (f) ADJ UNCH    2 0
 EV2194
 EV2194.Superseded values are not recommended for survey control.
 EV2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2194.See file dsdata.txt to determine how the superseded data were derived.
 EV2194
 EV2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU120204(NAD 83)
 EV2194_MARKER: DD = SURVEY DISK
 EV2194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2194_SP_SET: CONCRETE LINING
 EV2194_STAMPING: MILE 357.72 B
 EV2194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2194
 EV2194  HISTORY     - Date     Condition        Report By
 EV2194  HISTORY     - UNK      MONUMENTED       CADWR
 EV2194  HISTORY     - 1971     GOOD             NGS
 EV2194
 EV2194                          STATION DESCRIPTION
 EV2194
 EV2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2194'2.9 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2194'2.9 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2194'PUMP PLANT, AT THE CROSSING OF 96TH STREET EAST, IN THE TOP
 EV2194'OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 79.0 FEET SOUTHWEST
 EV2194'OF THE NORTH END OF 96TH STREET EAST BRIDGE 357.72, AND ABOUT
 EV2194'4 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 18, T 5 N,
 EV2194'R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0232 ***********************************************************************
 LT0232  DESIGNATION -  3570.2 USGS
 LT0232  PID         -  LT0232
 LT0232  STATE/COUNTY-  CA/SHASTA
 LT0232  USGS QUAD   -  MURKEN BENCH (1995)
 LT0232
 LT0232                         *CURRENT SURVEY CONTROL
 LT0232  ___________________________________________________________________
 LT0232* NAD 83(1986)-  40 45 38.     (N)    121 29 54.     (W)     SCALED    
 LT0232* NAVD 88     -      1089.21   (+/-2cm)    3573.5    (feet)  VERTCON   
 LT0232  ___________________________________________________________________
 LT0232  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 LT0232  VERT ORDER  -  ? (See Below)
 LT0232
 LT0232.The horizontal coordinates were scaled from a topographic map and have
 LT0232.an estimated accuracy of +/- 6 seconds.
 LT0232
 LT0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0232.The vertical order pertains to the NGVD 29 superseded value.
 LT0232
 LT0232.The geoid height was determined by GEOID03.
 LT0232
 LT0232;                    North         East    Units  Estimated Accuracy
 LT0232;SPC CA 1     -   658,600.    2,042,360.      MT  (+/- 180 meters Scaled)
 LT0232
 LT0232                          SUPERSEDED SURVEY CONTROL
 LT0232
 LT0232  NGVD 29 (??/??/??) 1088.213  (m)         3570.25   (f) ADJUSTED    ?  
 LT0232
 LT0232.Superseded values are not recommended for survey control.
 LT0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0232.See file dsdata.txt to determine how the superseded data were derived.
 LT0232
 LT0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL267132(NAD 83)
 LT0232_MARKER: N = NAIL
 LT0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0232_SP_SET: TREE
 LT0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0232
 LT0232  HISTORY     - Date     Condition        Report By
 LT0232  HISTORY     - UNK      MONUMENTED       USGS
 LT0232  HISTORY     - 1935     GOOD             NGS
 LT0232
 LT0232                          STATION DESCRIPTION
 LT0232
 LT0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0232'2 MI S FROM HAT CREEK.
 LT0232'2.0 MILES SOUTH ALONG STATE HIGHWAY 89 FROM HAT CREEK, SHASTA
 LT0232'COUNTY, NEAR THE ENTRANCE TO A SCHOOLYARD, AND AT THE BASE OF
 LT0232'A PINE TREE.  AN IRON NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5108 ***********************************************************************
 EW5108  DESIGNATION -  3576 USGS
 EW5108  PID         -  EW5108
 EW5108  STATE/COUNTY-  CA/VENTURA
 EW5108  USGS QUAD   -  REYES PEAK (1991)
 EW5108
 EW5108                         *CURRENT SURVEY CONTROL
 EW5108  ___________________________________________________________________
 EW5108* NAD 83(1986)-  34 41 21.     (N)    119 21 01.     (W)     SCALED    
 EW5108* NAVD 88     -      1092.11   (+/-2cm)    3583.0    (feet)  VERTCON   
 EW5108  ___________________________________________________________________
 EW5108  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EW5108  VERT ORDER  -  THIRD (See Below)
 EW5108
 EW5108.The horizontal coordinates were scaled from a topographic map and have
 EW5108.an estimated accuracy of +/- 6 seconds.
 EW5108
 EW5108.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5108.The vertical order pertains to the NGVD 29 superseded value.
 EW5108
 EW5108.The geoid height was determined by GEOID03.
 EW5108
 EW5108;                    North         East    Units  Estimated Accuracy
 EW5108;SPC CA 5     -   632,740.    1,876,290.      MT  (+/- 180 meters Scaled)
 EW5108
 EW5108                          SUPERSEDED SURVEY CONTROL
 EW5108
 EW5108  NGVD 29 (??/??/??) 1091.21   (m)         3580.1    (f) RESET       3  
 EW5108
 EW5108.Superseded values are not recommended for survey control.
 EW5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5108.See file dsdata.txt to determine how the superseded data were derived.
 EW5108
 EW5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU847410(NAD 83)
 EW5108_MARKER: P = PIPE CAP
 EW5108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5108_STAMPING: 3576 LA
 EW5108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5108
 EW5108  HISTORY     - Date     Condition        Report By
 EW5108  HISTORY     - UNK      MONUMENTED       USGS
 EW5108  HISTORY     - 1935     GOOD             NGS
 EW5108  HISTORY     - 1959     MARK NOT FOUND   NGS
 EW5108
 EW5108                          STATION DESCRIPTION
 EW5108
 EW5108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EW5108'30.3 MI N FROM WHEELER SPRINGS.
 EW5108'30.3 MI. NO. ALONG MARICOPA ROAD.  ALONG THE MARICOPA-VENTURA
 EW5108'HIGHWAY (ROUTE 138), 0.35 MILE EAST ALONG ROAD TO CAMP OZENA
 EW5108'FROM PINE MOUNTAIN SERVICE STATION, AT RANCH HOUSE OF JIM WAGY,
 EW5108'46 YARDS SOUTH OF ROAD, 49 FEET WEST OF KITCHEN DOOR, 6 FEET
 EW5108'SOUTH OF FENCE.
 EW5108
 EW5108                          STATION RECOVERY (1959)
 EW5108
 EW5108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EW5108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2209 ***********************************************************************
 EV2209  DESIGNATION -  358.0 C
 EV2209  PID         -  EV2209
 EV2209  STATE/COUNTY-  CA/LOS ANGELES
 EV2209  USGS QUAD   -  LITTLEROCK (1992)
 EV2209
 EV2209                         *CURRENT SURVEY CONTROL
 EV2209  ___________________________________________________________________
 EV2209* NAD 83(1986)-  34 30 57.     (N)    117 59 07.     (W)     SCALED    
 EV2209* NAVD 88     -       894.94   (+/-2cm)    2936.1    (feet)  VERTCON   
 EV2209  ___________________________________________________________________
 EV2209  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2209
 EV2209.The horizontal coordinates were scaled from a topographic map and have
 EV2209.an estimated accuracy of +/- 6 seconds.
 EV2209
 EV2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2209.The vertical order pertains to the NGVD 29 superseded value.
 EV2209
 EV2209.The geoid height was determined by GEOID03.
 EV2209
 EV2209;                    North         East    Units  Estimated Accuracy
 EV2209;SPC CA 5     -   612,680.    2,001,350.      MT  (+/- 180 meters Scaled)
 EV2209
 EV2209                          SUPERSEDED SURVEY CONTROL
 EV2209
 EV2209  NGVD 29 (??/??/92)  894.052  (m)         2933.24   (f) ADJ UNCH    2 0
 EV2209
 EV2209.Superseded values are not recommended for survey control.
 EV2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2209.See file dsdata.txt to determine how the superseded data were derived.
 EV2209
 EV2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU095197(NAD 83)
 EV2209_MARKER: DD = SURVEY DISK
 EV2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2209_STAMPING: 358.0 C B M 1968
 EV2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2209+STABILITY: SURFACE MOTION
 EV2209
 EV2209  HISTORY     - Date     Condition        Report By
 EV2209  HISTORY     - 1968     MONUMENTED       CADWR
 EV2209  HISTORY     - 1971     GOOD             NGS
 EV2209
 EV2209                          STATION DESCRIPTION
 EV2209
 EV2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2209'4.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2209'4.65 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2209'PEARBLOSSOM PUMP PLANT, ABOUT 150 FEET NORTHWEST OF AQUEDUCT
 EV2209'MILEAGE 356.00, 65 FEET NORTHEAST AND ACROSS THE RIGHT-OF-WAY
 EV2209'FENCE FROM THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 0.5
 EV2209'FOOT NORTHEAST OF THE FENCE, 1.3 FEET NORTHWEST OF A WITNESS
 EV2209'POST, ABOUT 8 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EV2209'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION
 EV2209'13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2192 ***********************************************************************
 EV2192  DESIGNATION -  358.2 B
 EV2192  PID         -  EV2192
 EV2192  STATE/COUNTY-  CA/LOS ANGELES
 EV2192  USGS QUAD   -  LITTLEROCK (1992)
 EV2192
 EV2192                         *CURRENT SURVEY CONTROL
 EV2192  ___________________________________________________________________
 EV2192* NAD 83(1986)-  34 31 25.     (N)    117 56 57.     (W)     SCALED    
 EV2192* NAVD 88     -       896.41   (+/-2cm)    2941.0    (feet)  VERTCON   
 EV2192  ___________________________________________________________________
 EV2192  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2192
 EV2192.The horizontal coordinates were scaled from a topographic map and have
 EV2192.an estimated accuracy of +/- 6 seconds.
 EV2192
 EV2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2192.The vertical order pertains to the NGVD 29 superseded value.
 EV2192
 EV2192.The geoid height was determined by GEOID03.
 EV2192
 EV2192;                    North         East    Units  Estimated Accuracy
 EV2192;SPC CA 5     -   613,550.    2,004,670.      MT  (+/- 180 meters Scaled)
 EV2192
 EV2192                          SUPERSEDED SURVEY CONTROL
 EV2192
 EV2192  NGVD 29 (??/??/92)  895.528  (m)         2938.08   (f) ADJ UNCH    2 0
 EV2192
 EV2192.Superseded values are not recommended for survey control.
 EV2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2192.See file dsdata.txt to determine how the superseded data were derived.
 EV2192
 EV2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU128206(NAD 83)
 EV2192_MARKER: DD = SURVEY DISK
 EV2192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2192_SP_SET: CONCRETE LINING
 EV2192_STAMPING: MILE 358.2 B
 EV2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2192
 EV2192  HISTORY     - Date     Condition        Report By
 EV2192  HISTORY     - UNK      MONUMENTED       CADWR
 EV2192  HISTORY     - 1971     GOOD             NGS
 EV2192
 EV2192                          STATION DESCRIPTION
 EV2192
 EV2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2192'2.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2192'2.4 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2192'PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN STRUCTURE,
 EV2192'DIRECTLY ACROSS THE AQUEDUCT FROM STATION 863, IN THE TOP AND
 EV2192'THE NORTH CONCRETE LINING OF THE AQEUDUCT, 5.2 FEET SOUTH OF AN
 EV2192'ANCHOR BOLT FOR A LADDER, AND ABOUT 3 FEET LOWER THAN THE NORTH
 EV2192'LEVEE ROAD.  SECTION 17, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2206 ***********************************************************************
 EV2206  DESIGNATION -  358.3 C
 EV2206  PID         -  EV2206
 EV2206  STATE/COUNTY-  CA/LOS ANGELES
 EV2206  USGS QUAD   -  LITTLEROCK (1992)
 EV2206
 EV2206                         *CURRENT SURVEY CONTROL
 EV2206  ___________________________________________________________________
 EV2206* NAD 83(1986)-  34 30 58.     (N)    117 58 48.     (W)     SCALED    
 EV2206* NAVD 88     -       894.58   (+/-2cm)    2935.0    (feet)  VERTCON   
 EV2206  ___________________________________________________________________
 EV2206  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2206
 EV2206.The horizontal coordinates were scaled from a topographic map and have
 EV2206.an estimated accuracy of +/- 6 seconds.
 EV2206
 EV2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2206.The vertical order pertains to the NGVD 29 superseded value.
 EV2206
 EV2206.The geoid height was determined by GEOID03.
 EV2206
 EV2206;                    North         East    Units  Estimated Accuracy
 EV2206;SPC CA 5     -   612,710.    2,001,840.      MT  (+/- 180 meters Scaled)
 EV2206
 EV2206                          SUPERSEDED SURVEY CONTROL
 EV2206
 EV2206  NGVD 29 (??/??/92)  893.697  (m)         2932.07   (f) ADJ UNCH    2 0
 EV2206
 EV2206.Superseded values are not recommended for survey control.
 EV2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2206.See file dsdata.txt to determine how the superseded data were derived.
 EV2206
 EV2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU100198(NAD 83)
 EV2206_MARKER: DD = SURVEY DISK
 EV2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2206_STAMPING: 358.3 C 1968
 EV2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2206+STABILITY: SURFACE MOTION
 EV2206
 EV2206  HISTORY     - Date     Condition        Report By
 EV2206  HISTORY     - 1968     MONUMENTED       CADWR
 EV2206  HISTORY     - 1971     GOOD             NGS
 EV2206
 EV2206                          STATION DESCRIPTION
 EV2206
 EV2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2206'4.3 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2206'4.3 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2206'PUMP PLANT, 66 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE
 EV2206'ROAD, 19-3/4 FENCE POST WEST OF A METAL BRACE POST IN THE FENCE
 EV2206'LINE, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, ABOUT 13 FEET
 EV2206'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EV2206'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 13, T 5 N, R 11 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1548 ***********************************************************************
 EW1548  DESIGNATION -  358.363 C OF LA
 EW1548  PID         -  EW1548
 EW1548  STATE/COUNTY-  CA/LOS ANGELES
 EW1548  USGS QUAD   -  HOLLYWOOD (1994)
 EW1548
 EW1548                         *CURRENT SURVEY CONTROL
 EW1548  ___________________________________________________________________
 EW1548* NAD 83(1986)-  34 05 53.     (N)    118 19 05.     (W)     SCALED    
 EW1548* NAVD 88     -       110.02   (+/-2cm)     361.0    (feet)  VERTCON   
 EW1548  ___________________________________________________________________
 EW1548  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EW1548  VERT ORDER  -  THIRD (See Below)
 EW1548
 EW1548.The horizontal coordinates were scaled from a topographic map and have
 EW1548.an estimated accuracy of +/- 6 seconds.
 EW1548
 EW1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1548.The vertical order pertains to the NGVD 29 superseded value.
 EW1548
 EW1548.The geoid height was determined by GEOID03.
 EW1548
 EW1548;                    North         East    Units  Estimated Accuracy
 EW1548;SPC CA 5     -   566,390.    1,970,650.      MT  (+/- 180 meters Scaled)
 EW1548
 EW1548                          SUPERSEDED SURVEY CONTROL
 EW1548
 EW1548  NGVD 29 (??/??/??)  109.24   (m)          358.4    (f) RESET       3  
 EW1548
 EW1548.Superseded values are not recommended for survey control.
 EW1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1548.See file dsdata.txt to determine how the superseded data were derived.
 EW1548
 EW1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT784738(NAD 83)
 EW1548_MARKER: S = SPIKE
 EW1548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1548_SP_SET: CULVERT
 EW1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1548+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 EW1548
 EW1548  HISTORY     - Date     Condition        Report By
 EW1548  HISTORY     - UNK      MONUMENTED       CA1980
 EW1548  HISTORY     - 1945     GOOD             NGS
 EW1548  HISTORY     - 1966     GOOD             NGS
 EW1548  HISTORY     - 20031110 GOOD             GEOCAC
 EW1548
 EW1548                          STATION DESCRIPTION
 EW1548
 EW1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1548'AT LOS ANGELES.
 EW1548'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND BRONSON
 EW1548'AVENUE, 10 FEET EAST OF BRONSON AVENUE AND IN THE SOUTH CURB OF
 EW1548'SUNSET BOULEVARD, IN WEST END OF CULVERT INLET.  A CUT SPIKE SET
 EW1548'IN CONCRETE.
 EW1548
 EW1548                          STATION RECOVERY (1966)
 EW1548
 EW1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1548'RECOVERED IN GOOD CONDITION.
 EW1548
 EW1548                          STATION RECOVERY (2003)
 EW1548
 EW1548'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2189 ***********************************************************************
 EV2189  DESIGNATION -  358.75 B
 EV2189  PID         -  EV2189
 EV2189  STATE/COUNTY-  CA/LOS ANGELES
 EV2189  USGS QUAD   -  LITTLEROCK (1992)
 EV2189
 EV2189                         *CURRENT SURVEY CONTROL
 EV2189  ___________________________________________________________________
 EV2189* NAD 83(1986)-  34 31 30.     (N)    117 56 25.     (W)     SCALED    
 EV2189* NAVD 88     -       896.39   (+/-2cm)    2940.9    (feet)  VERTCON   
 EV2189  ___________________________________________________________________
 EV2189  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2189
 EV2189.The horizontal coordinates were scaled from a topographic map and have
 EV2189.an estimated accuracy of +/- 6 seconds.
 EV2189
 EV2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2189.The vertical order pertains to the NGVD 29 superseded value.
 EV2189
 EV2189.The geoid height was determined by GEOID03.
 EV2189
 EV2189;                    North         East    Units  Estimated Accuracy
 EV2189;SPC CA 5     -   613,700.    2,005,480.      MT  (+/- 180 meters Scaled)
 EV2189
 EV2189                          SUPERSEDED SURVEY CONTROL
 EV2189
 EV2189  NGVD 29 (??/??/92)  895.511  (m)         2938.02   (f) ADJ UNCH    2 0
 EV2189
 EV2189.Superseded values are not recommended for survey control.
 EV2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2189.See file dsdata.txt to determine how the superseded data were derived.
 EV2189
 EV2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU137207(NAD 83)
 EV2189_MARKER: DD = SURVEY DISK
 EV2189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2189_SP_SET: CONCRETE LINING
 EV2189_STAMPING: MILE 358.75 B
 EV2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2189
 EV2189  HISTORY     - Date     Condition        Report By
 EV2189  HISTORY     - UNK      MONUMENTED       CADWR
 EV2189  HISTORY     - 1971     GOOD             NGS
 EV2189
 EV2189                          STATION DESCRIPTION
 EV2189
 EV2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2189'1.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2189'1.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2189'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2189'OF THE AQUEDUCT, 115.0 FEET SOUTHWEST OF THE NORTH END OF THE
 EV2189'106TH STREET EAST BRIDGE OVER THE AQUEDUCT, 94.0 FEET SOUTHEAST
 EV2189'AND ACROSS THE NORTH LEVEE FROM BENCH MARK 360.7 C (DWR), AND
 EV2189'ABOUT 5 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 17,
 EV2189'T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2188 ***********************************************************************
 EV2188  DESIGNATION -  358.8 A
 EV2188  PID         -  EV2188
 EV2188  STATE/COUNTY-  CA/LOS ANGELES
 EV2188  USGS QUAD   -  LITTLEROCK (1992)
 EV2188
 EV2188                         *CURRENT SURVEY CONTROL
 EV2188  ___________________________________________________________________
 EV2188* NAD 83(1986)-  34 31 31.     (N)    117 56 25.     (W)     SCALED    
 EV2188* NAVD 88     -       898.94   (+/-2cm)    2949.3    (feet)  VERTCON   
 EV2188  ___________________________________________________________________
 EV2188  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2188
 EV2188.The horizontal coordinates were scaled from a topographic map and have
 EV2188.an estimated accuracy of +/- 6 seconds.
 EV2188
 EV2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2188.The vertical order pertains to the NGVD 29 superseded value.
 EV2188
 EV2188.The geoid height was determined by GEOID03.
 EV2188
 EV2188;                    North         East    Units  Estimated Accuracy
 EV2188;SPC CA 5     -   613,730.    2,005,480.      MT  (+/- 180 meters Scaled)
 EV2188
 EV2188                          SUPERSEDED SURVEY CONTROL
 EV2188
 EV2188  NGVD 29 (??/??/92)  898.054  (m)         2946.37   (f) ADJ UNCH    2 0
 EV2188
 EV2188.Superseded values are not recommended for survey control.
 EV2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2188.See file dsdata.txt to determine how the superseded data were derived.
 EV2188
 EV2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU137208(NAD 83)
 EV2188_MARKER: DD = SURVEY DISK
 EV2188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2188_SP_SET: BRIDGE
 EV2188_STAMPING: 358.8 A B M 1968 1971 360.7 A
 EV2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2188
 EV2188  HISTORY     - Date     Condition        Report By
 EV2188  HISTORY     - 1971     MONUMENTED       CADWR
 EV2188  HISTORY     - 1971     GOOD             NGS
 EV2188
 EV2188                          STATION DESCRIPTION
 EV2188
 EV2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2188'1.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2188'1.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2188'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 106TH STREET EAST, IN
 EV2188'THE TOP AND 0.9 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE
 EV2188'CURB OF BRIDGE 358.75 OVER THE AQUEDUCT, 14.0 FEET WEST OF THE
 EV2188'CENTER LINE OF THE STREET, AND ABOUT 1 FOOT HIGHER THAN THE
 EV2188'STREET.  NOTE-- PART OF STAMPING HAS A LINE CHISELED THRU IT.
 EV2188'SECTION 17, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2201 ***********************************************************************
 EV2201  DESIGNATION -  358.8 C
 EV2201  PID         -  EV2201
 EV2201  STATE/COUNTY-  CA/LOS ANGELES
 EV2201  USGS QUAD   -  LITTLEROCK (1992)
 EV2201
 EV2201                         *CURRENT SURVEY CONTROL
 EV2201  ___________________________________________________________________
 EV2201* NAD 83(1986)-  34 31 08.     (N)    117 58 26.     (W)     SCALED    
 EV2201* NAVD 88     -       894.78   (+/-2cm)    2935.6    (feet)  VERTCON   
 EV2201  ___________________________________________________________________
 EV2201  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2201
 EV2201.The horizontal coordinates were scaled from a topographic map and have
 EV2201.an estimated accuracy of +/- 6 seconds.
 EV2201
 EV2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2201.The vertical order pertains to the NGVD 29 superseded value.
 EV2201
 EV2201.The geoid height was determined by GEOID03.
 EV2201
 EV2201;                    North         East    Units  Estimated Accuracy
 EV2201;SPC CA 5     -   613,020.    2,002,400.      MT  (+/- 180 meters Scaled)
 EV2201
 EV2201                          SUPERSEDED SURVEY CONTROL
 EV2201
 EV2201  NGVD 29 (??/??/92)  893.895  (m)         2932.72   (f) ADJ UNCH    2 0
 EV2201
 EV2201.Superseded values are not recommended for survey control.
 EV2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2201.See file dsdata.txt to determine how the superseded data were derived.
 EV2201
 EV2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU106201(NAD 83)
 EV2201_MARKER: DD = SURVEY DISK
 EV2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2201_STAMPING: 358.8 C 1968
 EV2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2201+STABILITY: SURFACE MOTION
 EV2201
 EV2201  HISTORY     - Date     Condition        Report By
 EV2201  HISTORY     - 1968     MONUMENTED       CADWR
 EV2201  HISTORY     - 1971     GOOD             NGS
 EV2201
 EV2201                          STATION DESCRIPTION
 EV2201
 EV2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2201'3.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2201'3.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2201'PEARBLOSSOM PUMP PLANT, 0.05 MILE EAST OF THE CROSSING OF 87TH
 EV2201'STREET EAST, 63 FEET NORTH AND ACROSS THE RIGHT-OF-WAY FENCE
 EV2201'FROM THE CENTER LINE OF THE NORTH LEVEE ROAD, 2.0 FEET NORTH
 EV2201'OF THE FENCE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 12 FEET
 EV2201'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EV2201'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 18, T 5 N,
 EV2201'R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0452 ***********************************************************************
 FU0452  DESIGNATION -  3586
 FU0452  PID         -  FU0452
 FU0452  STATE/COUNTY-  CA/KERN
 FU0452  USGS QUAD   -  MOJAVE (1992)
 FU0452
 FU0452                         *CURRENT SURVEY CONTROL
 FU0452  ___________________________________________________________________
 FU0452* NAD 83(1986)-  35 06 31.     (N)    118 14 38.     (W)     SCALED    
 FU0452* NAVD 88     -      1094.726  (meters)    3591.61   (feet)  ADJUSTED  
 FU0452  ___________________________________________________________________
 FU0452  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FU0452  DYNAMIC HT  -        1093.426 (meters)    3587.35  (feet)  COMP
 FU0452  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 FU0452
 FU0452  VERT ORDER  -  FIRST     CLASS I
 FU0452
 FU0452.The horizontal coordinates were scaled from a topographic map and have
 FU0452.an estimated accuracy of +/- 6 seconds.
 FU0452
 FU0452.The orthometric height was determined by differential leveling
 FU0452.and adjusted in June 1991.
 FU0452
 FU0452.The geoid height was determined by GEOID03.
 FU0452
 FU0452.The dynamic height is computed by dividing the NAVD 88
 FU0452.geopotential number by the normal gravity value computed on the
 FU0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0452.degrees latitude (g = 980.6199 gals.).
 FU0452
 FU0452.The modeled gravity was interpolated from observed gravity values.
 FU0452
 FU0452;                    North         East    Units  Estimated Accuracy
 FU0452;SPC CA 5     -   678,460.    1,977,770.      MT  (+/- 180 meters Scaled)
 FU0452
 FU0452                          SUPERSEDED SURVEY CONTROL
 FU0452
 FU0452  NGVD 29 (??/??/92) 1093.826  (m)         3588.66   (f) ADJ UNCH    1 1
 FU0452
 FU0452.Superseded values are not recommended for survey control.
 FU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0452.See file dsdata.txt to determine how the superseded data were derived.
 FU0452
 FU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU866857(NAD 83)
 FU0452_MARKER: P = PIPE CAP
 FU0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0452_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FU0452_STAMPING: 3586 B 1902 22
 FU0452_MARK LOGO: USGS  
 FU0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU0452+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 FU0452
 FU0452  HISTORY     - Date     Condition        Report By
 FU0452  HISTORY     - 1902     MONUMENTED       USGS
 FU0452  HISTORY     - 1953     GOOD             NGS
 FU0452  HISTORY     - 1973     GOOD             NGS
 FU0452  HISTORY     - 1977     GOOD             NGS
 FU0452  HISTORY     - 19890628 GOOD             NGS
 FU0452
 FU0452                          STATION DESCRIPTION
 FU0452
 FU0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0452'8.1 MI SE FROM MONOLITH.
 FU0452'8.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD
 FU0452'FROM THE STATION AT MONOLITH, 7.8 MILES NORTHWEST OF MOJAVE,
 FU0452'ABOUT 4-3/4 POLES SOUTHWEST OF MILEPOLE 373, 130.6 FEET
 FU0452'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 466, 102.4 FEET
 FU0452'SOUTH OF THE SOUTHEAST END OF 24-INCH CORRUGATED METAL PIPE
 FU0452'CULVERT G 429+00, 77.4 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FU0452'14.7 FEET SOUTHWEST OF TELEPHONE POLE 2430 1658, 6.5 FEET
 FU0452'SOUTHEAST OF A FENCE, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT
 FU0452'1 FOOT LOWER THAN THE TRACKS, AND RIVETED ON THE TOP OF A
 FU0452'3 1/2-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
 FU0452
 FU0452                          STATION RECOVERY (1973)
 FU0452
 FU0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0452'RECOVERED IN GOOD CONDITION.
 FU0452
 FU0452                          STATION RECOVERY (1977)
 FU0452
 FU0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0452'RECOVERED IN GOOD CONDITION.
 FU0452
 FU0452                          STATION RECOVERY (1989)
 FU0452
 FU0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0452'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.4 KM (7.70
 FU0452'MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC AND SANTA FE RAILROADS
 FU0452'FROM THE JUNCTION OF TEHACHAPI BOULEVARD IN MONOLITH.  CHANGE--U.S.
 FU0452'HIGHWAY 466, TO STATE HIGHWAY 58.  DELETE--14.7 FEET SOUTHWEST OF
 FU0452'TELEPHONE POLE 2430 1658.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2187 ***********************************************************************
 EV2187  DESIGNATION -  359.1 B
 EV2187  PID         -  EV2187
 EV2187  STATE/COUNTY-  CA/LOS ANGELES
 EV2187  USGS QUAD   -  LITTLEROCK (1992)
 EV2187
 EV2187                         *CURRENT SURVEY CONTROL
 EV2187  ___________________________________________________________________
 EV2187* NAD 83(1986)-  34 31 34.     (N)    117 56 05.     (W)     SCALED    
 EV2187* NAVD 88     -       896.33   (+/-2cm)    2940.7    (feet)  VERTCON   
 EV2187  ___________________________________________________________________
 EV2187  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EV2187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2187
 EV2187.The horizontal coordinates were scaled from a topographic map and have
 EV2187.an estimated accuracy of +/- 6 seconds.
 EV2187
 EV2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2187.The vertical order pertains to the NGVD 29 superseded value.
 EV2187
 EV2187.The geoid height was determined by GEOID03.
 EV2187
 EV2187;                    North         East    Units  Estimated Accuracy
 EV2187;SPC CA 5     -   613,820.    2,005,990.      MT  (+/- 180 meters Scaled)
 EV2187
 EV2187                          SUPERSEDED SURVEY CONTROL
 EV2187
 EV2187  NGVD 29 (??/??/92)  895.444  (m)         2937.80   (f) ADJ UNCH    2 0
 EV2187
 EV2187.Superseded values are not recommended for survey control.
 EV2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2187.See file dsdata.txt to determine how the superseded data were derived.
 EV2187
 EV2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU142208(NAD 83)
 EV2187_MARKER: DD = SURVEY DISK
 EV2187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2187_SP_SET: CONCRETE LINING
 EV2187_STAMPING: MILE 359.1 B
 EV2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2187
 EV2187  HISTORY     - Date     Condition        Report By
 EV2187  HISTORY     - UNK      MONUMENTED       CADWR
 EV2187  HISTORY     - 1971     GOOD             NGS
 EV2187
 EV2187                          STATION DESCRIPTION
 EV2187
 EV2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2187'1.6 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2187'1.55 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2187'PEARBLOSSOM PUMP PLANT, DIRECTLY ACROSS THE AQUEDUCT FROM
 EV2187'AQUEDUCT STATION 908, ACROSS THE NORTH LEVEE FROM A DRAIN
 EV2187'STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2187'AQUEDUCT, 23 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE
 EV2187'ROAD, 5.0 FEET SOUTH OF THE ANCHOR BOLT FOR A LADDER, AND ABOUT
 EV2187'4 FEET LOWER THAN THE ROAD.  SECTION 16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2185 ***********************************************************************
 EV2185  DESIGNATION -  359.5 B
 EV2185  PID         -  EV2185
 EV2185  STATE/COUNTY-  CA/LOS ANGELES
 EV2185  USGS QUAD   -  LITTLEROCK (1992)
 EV2185
 EV2185                         *CURRENT SURVEY CONTROL
 EV2185  ___________________________________________________________________
 EV2185* NAD 83(1986)-  34 31 25.     (N)    117 55 38.     (W)     SCALED    
 EV2185* NAVD 88     -       896.29   (+/-2cm)    2940.6    (feet)  VERTCON   
 EV2185  ___________________________________________________________________
 EV2185  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EV2185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2185
 EV2185.The horizontal coordinates were scaled from a topographic map and have
 EV2185.an estimated accuracy of +/- 6 seconds.
 EV2185
 EV2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2185.The vertical order pertains to the NGVD 29 superseded value.
 EV2185
 EV2185.The geoid height was determined by GEOID03.
 EV2185
 EV2185;                    North         East    Units  Estimated Accuracy
 EV2185;SPC CA 5     -   613,550.    2,006,680.      MT  (+/- 180 meters Scaled)
 EV2185
 EV2185                          SUPERSEDED SURVEY CONTROL
 EV2185
 EV2185  NGVD 29 (??/??/92)  895.404  (m)         2937.67   (f) ADJ UNCH    2 0
 EV2185
 EV2185.Superseded values are not recommended for survey control.
 EV2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2185.See file dsdata.txt to determine how the superseded data were derived.
 EV2185
 EV2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU149206(NAD 83)
 EV2185_MARKER: DD = SURVEY DISK
 EV2185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2185_SP_SET: CONCRETE LINING
 EV2185_STAMPING: 359.5 B 1971
 EV2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2185
 EV2185  HISTORY     - Date     Condition        Report By
 EV2185  HISTORY     - 1971     MONUMENTED       CADWR
 EV2185  HISTORY     - 1971     GOOD             NGS
 EV2185
 EV2185                          STATION DESCRIPTION
 EV2185
 EV2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2185'1.1 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2185'1.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2185'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2185'OF THE AQUEDUCT, 25 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 EV2185'LEVEE ROAD, 8.0 FEET EAST OF THE EAST END OF THE PAINTED AQUEDUCT
 EV2185'MILEAGE 359.50 AND ABOUT 4 FEET LOWER THAN THE ROAD.  SECTION
 EV2185'16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0448 ***********************************************************************
 FV0448  DESIGNATION -  359.5 USGS
 FV0448  PID         -  FV0448
 FV0448  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0448  USGS QUAD   -  OCEANO (1994)
 FV0448
 FV0448                         *CURRENT SURVEY CONTROL
 FV0448  ___________________________________________________________________
 FV0448* NAD 83(1986)-  35 04 06.     (N)    120 30 13.     (W)     SCALED    
 FV0448* NAVD 88     -       110.35   (+/-2cm)     362.0    (feet)  VERTCON   
 FV0448  ___________________________________________________________________
 FV0448  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 FV0448  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0448
 FV0448.The horizontal coordinates were scaled from a topographic map and have
 FV0448.an estimated accuracy of +/- 6 seconds.
 FV0448
 FV0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0448.The vertical order pertains to the NGVD 29 superseded value.
 FV0448
 FV0448.The geoid height was determined by GEOID03.
 FV0448
 FV0448;                    North         East    Units  Estimated Accuracy
 FV0448;SPC CA 5     -   676,810.    1,771,680.      MT  (+/- 180 meters Scaled)
 FV0448
 FV0448                          SUPERSEDED SURVEY CONTROL
 FV0448
 FV0448  NGVD 29 (??/??/92)  109.49   (m)          359.2    (f) COMPUTED    1 2
 FV0448
 FV0448.Superseded values are not recommended for survey control.
 FV0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0448.See file dsdata.txt to determine how the superseded data were derived.
 FV0448
 FV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD276834(NAD 83)
 FV0448_MARKER: Q = CHISELED SQUARE
 FV0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0448_SP_SET: HEADWALL
 FV0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0448
 FV0448  HISTORY     - Date     Condition        Report By
 FV0448  HISTORY     - UNK      MONUMENTED       USGS
 FV0448  HISTORY     - 1956     GOOD             NGS
 FV0448
 FV0448                          STATION DESCRIPTION
 FV0448
 FV0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0448'2.3 MI NW FROM NIPOMO.
 FV0448'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM SAINT JOSPHS CHURCH
 FV0448'AT NIPOMO, 158 FEET WEST OF AND ACROSS THE HIGHWAY FROM BENCH MARK
 FV0448'T 529, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 FV0448'4-BY 5-FOOT CONCRETE BOX CULVERT F-383+77 M1. 7.27, 24.2 FEET
 FV0448'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 FV0448'THE HIGHWAY, AND MARKED BY WHITE PAINTED LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2183 ***********************************************************************
 EV2183  DESIGNATION -  359.8 A
 EV2183  PID         -  EV2183
 EV2183  STATE/COUNTY-  CA/LOS ANGELES
 EV2183  USGS QUAD   -  LITTLEROCK (1992)
 EV2183
 EV2183                         *CURRENT SURVEY CONTROL
 EV2183  ___________________________________________________________________
 EV2183* NAD 83(1986)-  34 31 14.     (N)    117 55 26.     (W)     SCALED    
 EV2183* NAVD 88     -       897.43   (+/-2cm)    2944.3    (feet)  VERTCON   
 EV2183  ___________________________________________________________________
 EV2183  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2183
 EV2183.The horizontal coordinates were scaled from a topographic map and have
 EV2183.an estimated accuracy of +/- 6 seconds.
 EV2183
 EV2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2183.The vertical order pertains to the NGVD 29 superseded value.
 EV2183
 EV2183.The geoid height was determined by GEOID03.
 EV2183
 EV2183;                    North         East    Units  Estimated Accuracy
 EV2183;SPC CA 5     -   613,210.    2,006,990.      MT  (+/- 180 meters Scaled)
 EV2183
 EV2183                          SUPERSEDED SURVEY CONTROL
 EV2183
 EV2183  NGVD 29 (??/??/92)  896.538  (m)         2941.39   (f) ADJ UNCH    2 0
 EV2183
 EV2183.Superseded values are not recommended for survey control.
 EV2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2183.See file dsdata.txt to determine how the superseded data were derived.
 EV2183
 EV2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2183_MARKER: DD = SURVEY DISK
 EV2183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2183_SP_SET: CONCRETE GRATE DECK
 EV2183_STAMPING: MILE 359.8 A
 EV2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2183
 EV2183  HISTORY     - Date     Condition        Report By
 EV2183  HISTORY     - UNK      MONUMENTED       CADWR
 EV2183  HISTORY     - 1971     GOOD             NGS
 EV2183
 EV2183                          STATION DESCRIPTION
 EV2183
 EV2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2183'0.8 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2183'0.8 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2183'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE CENTER AND AT THE
 EV2183'NORTHEAST END OF THE CONCRETE GRATE DECK OF A TURNOUT STRUCTURE,
 EV2183'12 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 EV2183'ROAD, 2.3 FEET SOUTHEAST OF A GUARDRAIL POST, 2.0 FEET NORTHWEST
 EV2183'OF A GUARDRAIL POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 EV2183'SECTION 16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2184 ***********************************************************************
 EV2184  DESIGNATION -  359.81 B
 EV2184  PID         -  EV2184
 EV2184  STATE/COUNTY-  CA/LOS ANGELES
 EV2184  USGS QUAD   -  LITTLEROCK (1992)
 EV2184
 EV2184                         *CURRENT SURVEY CONTROL
 EV2184  ___________________________________________________________________
 EV2184* NAD 83(1986)-  34 31 14.     (N)    117 55 26.     (W)     SCALED    
 EV2184* NAVD 88     -       896.27   (+/-2cm)    2940.5    (feet)  VERTCON   
 EV2184  ___________________________________________________________________
 EV2184  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2184
 EV2184.The horizontal coordinates were scaled from a topographic map and have
 EV2184.an estimated accuracy of +/- 6 seconds.
 EV2184
 EV2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2184.The vertical order pertains to the NGVD 29 superseded value.
 EV2184
 EV2184.The geoid height was determined by GEOID03.
 EV2184
 EV2184;                    North         East    Units  Estimated Accuracy
 EV2184;SPC CA 5     -   613,210.    2,006,990.      MT  (+/- 180 meters Scaled)
 EV2184
 EV2184                          SUPERSEDED SURVEY CONTROL
 EV2184
 EV2184  NGVD 29 (??/??/92)  895.387  (m)         2937.62   (f) ADJ UNCH    2 0
 EV2184
 EV2184.Superseded values are not recommended for survey control.
 EV2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2184.See file dsdata.txt to determine how the superseded data were derived.
 EV2184
 EV2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2184_MARKER: DD = SURVEY DISK
 EV2184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2184_SP_SET: CONCRETE LINING
 EV2184_STAMPING: MILE 359.81 B
 EV2184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2184
 EV2184  HISTORY     - Date     Condition        Report By
 EV2184  HISTORY     - UNK      MONUMENTED       CADWR
 EV2184  HISTORY     - 1971     GOOD             NGS
 EV2184
 EV2184                          STATION DESCRIPTION
 EV2184
 EV2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2184'0.8 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2184'0.8 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2184'PEARBLOSSOM PUMP PLANT, ACROSS THE NORTHEAST LEVEE FROM A DRAIN
 EV2184'STRUCTURE, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE
 EV2184'AQUEDUCT, 138.0 FEET SOUTHEAST OF BENCH MARK 359.8 A (DWR), 22
 EV2184'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD,
 EV2184'AND ABOUT 3 FEET LOWER THAN THE ROAD.  SECTION 16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2180 ***********************************************************************
 EV2180  DESIGNATION -  359.9 A
 EV2180  PID         -  EV2180
 EV2180  STATE/COUNTY-  CA/LOS ANGELES
 EV2180  USGS QUAD   -  LITTLEROCK (1992)
 EV2180
 EV2180                         *CURRENT SURVEY CONTROL
 EV2180  ___________________________________________________________________
 EV2180* NAD 83(1986)-  34 31 12.     (N)    117 55 23.     (W)     SCALED    
 EV2180* NAVD 88     -       899.26   (+/-2cm)    2950.3    (feet)  VERTCON   
 EV2180  ___________________________________________________________________
 EV2180  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2180  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2180
 EV2180.The horizontal coordinates were scaled from a topographic map and have
 EV2180.an estimated accuracy of +/- 6 seconds.
 EV2180
 EV2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2180.The vertical order pertains to the NGVD 29 superseded value.
 EV2180
 EV2180.The geoid height was determined by GEOID03.
 EV2180
 EV2180;                    North         East    Units  Estimated Accuracy
 EV2180;SPC CA 5     -   613,150.    2,007,060.      MT  (+/- 180 meters Scaled)
 EV2180
 EV2180                          SUPERSEDED SURVEY CONTROL
 EV2180
 EV2180  NGVD 29 (??/??/92)  898.375  (m)         2947.42   (f) ADJ UNCH    1 1
 EV2180
 EV2180.Superseded values are not recommended for survey control.
 EV2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2180.See file dsdata.txt to determine how the superseded data were derived.
 EV2180
 EV2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2180_MARKER: DD = SURVEY DISK
 EV2180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2180_SP_SET: BRIDGE
 EV2180_STAMPING: 359.9 A 1971 361.3 A 1968
 EV2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2180
 EV2180  HISTORY     - Date     Condition        Report By
 EV2180  HISTORY     - 1971     MONUMENTED       CADWR
 EV2180  HISTORY     - 1971     GOOD             NGS
 EV2180  HISTORY     - 1973     GOOD             CA-037
 EV2180
 EV2180                          STATION DESCRIPTION
 EV2180
 EV2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2180'0.7 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2180'0.7 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2180'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 116TH STREET EAST,
 EV2180'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE CURB OF BRIDGE
 EV2180'359.91 OVER THE AQUEDUCT, 15.0 FEET WEST OF THE CENTER LINE OF
 EV2180'THE STREET, 0.7 FOOT SOUTH OF THE NORTH END OF THE CURB, AND
 EV2180'ABOUT 1 FOOT HIGHER THAN THE STREET.  SECTION 16, T 5 N, R 10 W.
 EV2180
 EV2180                          STATION RECOVERY (1973)
 EV2180
 EV2180'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EV2180'0.7 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2180'PUMP PLANT, AT THE CROSSING OF 116TH STREET EAST, IN THE TOP OF THE
 EV2180'NORTH END OF THE WEST CONCRETE CURB OF BRIDGE 359.91 OVER THE
 EV2180'AQUEDUCT, 15.0 FEET WEST OF THE CENTER LINE OF THE STREET, 0.7 FOOT
 EV2180'SOUTH OF THE NORTH END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE
 EV2180'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2181 ***********************************************************************
 EV2181  DESIGNATION -  359.9 B
 EV2181  PID         -  EV2181
 EV2181  STATE/COUNTY-  CA/LOS ANGELES
 EV2181  USGS QUAD   -  LITTLEROCK (1992)
 EV2181
 EV2181                         *CURRENT SURVEY CONTROL
 EV2181  ___________________________________________________________________
 EV2181* NAD 83(1986)-  34 31 12.     (N)    117 55 23.     (W)     SCALED    
 EV2181* NAVD 88     -       896.31   (+/-2cm)    2940.6    (feet)  VERTCON   
 EV2181  ___________________________________________________________________
 EV2181  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2181  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2181
 EV2181.The horizontal coordinates were scaled from a topographic map and have
 EV2181.an estimated accuracy of +/- 6 seconds.
 EV2181
 EV2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2181.The vertical order pertains to the NGVD 29 superseded value.
 EV2181
 EV2181.The geoid height was determined by GEOID03.
 EV2181
 EV2181;                    North         East    Units  Estimated Accuracy
 EV2181;SPC CA 5     -   613,150.    2,007,060.      MT  (+/- 180 meters Scaled)
 EV2181
 EV2181                          SUPERSEDED SURVEY CONTROL
 EV2181
 EV2181  NGVD 29 (??/??/92)  895.420  (m)         2937.72   (f) ADJ UNCH    2 0
 EV2181
 EV2181.Superseded values are not recommended for survey control.
 EV2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2181.See file dsdata.txt to determine how the superseded data were derived.
 EV2181
 EV2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2181_MARKER: DD = SURVEY DISK
 EV2181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2181_SP_SET: CONCRETE LINING
 EV2181_STAMPING: MILE 359.9B
 EV2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2181
 EV2181  HISTORY     - Date     Condition        Report By
 EV2181  HISTORY     - UNK      MONUMENTED       CADWR
 EV2181  HISTORY     - 1971     GOOD             NGS
 EV2181
 EV2181                          STATION DESCRIPTION
 EV2181
 EV2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2181'0.7 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2181'0.7 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2181'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EV2181'LINING OF THE AQUEDUCT, 79.0 FEET NORTHWEST OF THE NORTH END OF
 EV2181'116TH STREET EAST BRIDGE 359.91, AND ABOUT 6 FEET LOWER THAN THE
 EV2181'LEVEE ROAD.  SECTION 16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1090 ***********************************************************************
 LU1090  DESIGNATION -  3590.2 USGS
 LU1090  PID         -  LU1090
 LU1090  STATE/COUNTY-  CA/TRINITY
 LU1090  USGS QUAD   -  
 LU1090
 LU1090                         *CURRENT SURVEY CONTROL
 LU1090  ___________________________________________________________________
 LU1090* NAD 83(1986)-  40 23 42.     (N)    123 02 53.     (W)     SCALED    
 LU1090* NAVD 88     -      1095.11   (+/-2cm)    3592.9    (feet)  VERTCON   
 LU1090  ___________________________________________________________________
 LU1090  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 LU1090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1090
 LU1090.The horizontal coordinates were scaled from a topographic map and have
 LU1090.an estimated accuracy of +/- 6 seconds.
 LU1090
 LU1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1090.The vertical order pertains to the NGVD 29 superseded value.
 LU1090
 LU1090.The geoid height was determined by GEOID03.
 LU1090
 LU1090;                    North         East    Units  Estimated Accuracy
 LU1090;SPC CA 1     -   618,420.    1,911,030.      MT  (+/- 180 meters Scaled)
 LU1090
 LU1090                          SUPERSEDED SURVEY CONTROL
 LU1090
 LU1090  NGVD 29 (??/??/92) 1094.164  (m)         3589.77   (f) ADJ UNCH    2 0
 LU1090
 LU1090.Superseded values are not recommended for survey control.
 LU1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1090.See file dsdata.txt to determine how the superseded data were derived.
 LU1090
 LU1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK959716(NAD 83)
 LU1090_MARKER: N = NAIL
 LU1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1090_SP_SET: TREE
 LU1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1090
 LU1090  HISTORY     - Date     Condition        Report By
 LU1090  HISTORY     - 1949     MONUMENTED       USGS
 LU1090  HISTORY     - 1949     GOOD             NGS
 LU1090
 LU1090                          STATION DESCRIPTION
 LU1090
 LU1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1090'0.8 MI SE FROM WILDWOOD.
 LU1090'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE WILDWOOD INN AT
 LU1090'WILDWOOD, A COPPER NAIL AND WASHER IN THE TOP OF A ROOT ON THE
 LU1090'SOUTHWEST SIDE OF A 60-INCH FIR TREE, 18 FEET NORTHEAST OF THE
 LU1090'CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF THE TREE TRUNK,
 LU1090'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0133 ***********************************************************************
 MX0133  DESIGNATION -  3596 B
 MX0133  PID         -  MX0133
 MX0133  STATE/COUNTY-  CA/SISKIYOU
 MX0133  USGS QUAD   -  CITY OF MOUNT SHASTA (1986)
 MX0133
 MX0133                         *CURRENT SURVEY CONTROL
 MX0133  ___________________________________________________________________
 MX0133* NAD 83(1986)-  41 19 24.     (N)    122 19 16.     (W)     SCALED    
 MX0133* NAVD 88     -      1097.455  (meters)    3600.57   (feet)  ADJUSTED  
 MX0133  ___________________________________________________________________
 MX0133  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 MX0133  DYNAMIC HT  -        1096.755 (meters)    3598.27  (feet)  COMP
 MX0133  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 MX0133
 MX0133  VERT ORDER  -  FIRST     CLASS II
 MX0133
 MX0133.The horizontal coordinates were scaled from a topographic map and have
 MX0133.an estimated accuracy of +/- 6 seconds.
 MX0133
 MX0133.The orthometric height was determined by differential leveling
 MX0133.and adjusted in June 1991.
 MX0133.WARNING-Repeat measurements at this control monument indicate possible
 MX0133.vertical movement.
 MX0133
 MX0133.The geoid height was determined by GEOID03.
 MX0133
 MX0133.The dynamic height is computed by dividing the NAVD 88
 MX0133.geopotential number by the normal gravity value computed on the
 MX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0133.degrees latitude (g = 980.6199 gals.).
 MX0133
 MX0133.The modeled gravity was interpolated from observed gravity values.
 MX0133
 MX0133;                    North         East    Units  Estimated Accuracy
 MX0133;SPC CA 1     -   721,020.    1,973,120.      MT  (+/- 180 meters Scaled)
 MX0133
 MX0133                          SUPERSEDED SURVEY CONTROL
 MX0133
 MX0133  NGVD 29 (??/??/??) 1096.355  (m)         3596.96   (f) ADJUSTED    1 2
 MX0133
 MX0133.Superseded values are not recommended for survey control.
 MX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0133.See file dsdata.txt to determine how the superseded data were derived.
 MX0133
 MX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL568748(NAD 83)
 MX0133_MARKER: P = PIPE CAP
 MX0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MX0133_SP_SET: SHALLOW-SET PIPE
 MX0133_STAMPING: 3596.669 B 1902
 MX0133_MARK LOGO: USGS  
 MX0133_PROJECTION: PROJECTING 20 CENTIMETERS
 MX0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0133_ROD/PIPE-DEPTH: 1.2  meters
 MX0133
 MX0133  HISTORY     - Date     Condition        Report By
 MX0133  HISTORY     - 1902     MONUMENTED       USGS
 MX0133  HISTORY     - 1954     GOOD             NGS
 MX0133  HISTORY     - 1988     GOOD             NGS
 MX0133  HISTORY     - 20051229 GOOD             GEOCAC
 MX0133
 MX0133                          STATION DESCRIPTION
 MX0133
 MX0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MX0133'0.7 MI SW FROM MOUNT SHASTA.
 MX0133'0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 MX0133'FROM THE STATION AT MOUNT SHASTA, AT THE NORTHWEST CORNER OF A
 MX0133'TRIANGLE FORMED BY A SPUR TRACK LEADING TO MC CLOUD, 82.1 SOUTH
 MX0133'OF THE SOUTH RAIL OF THE NORTH LEG OF THE TRIANGLE, 39.6 FEET
 MX0133'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 37.7 FEET
 MX0133'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 99, 9 1/2 FEET
 MX0133'SOUTHWEST OF A TELEPHONE POLE, 0.8 FOOT SOUTHEAST OF A WITNESS
 MX0133'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP
 MX0133'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 MX0133
 MX0133                          STATION RECOVERY (1988)
 MX0133
 MX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MX0133'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM
 MX0133'(0.50 MI) NORTHWESTERLY ALONG WEST LAKE STREET FROM ITS JUNCTION WITH
 MX0133'INTERSTATE HIGHWAY 5 IN MOUNT SHASTA, THENCE 1.4 KM (0.85 MI)
 MX0133'NORTHWESTERLY ALONG MOUNT SHASTA BOULEVARD, A BRONZE CAP RIVETED ON
 MX0133'THE TOP OF A 3 1/2-INCH IRON PIPE, 114 M (374.0 FT) SOUTHEAST OF THE
 MX0133'CENTER OF THE SOUTHBOUND LANES OF NIXON ROAD, 11.6 M (38.1 FT)
 MX0133'SOUTHWEST OF THE CENTERLINE OF THE BOULEVARD, 6.6 M (21.7 FT)
 MX0133'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 2.9
 MX0133'M (9.5 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.
 MX0133'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 MX0133'THE MARK IS 0.3 M BELOW THE TRACKS.
 MX0133
 MX0133                          STATION RECOVERY (2005)
 MX0133
 MX0133'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 MX0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1778 ***********************************************************************
 JT1778  DESIGNATION -  36 1
 JT1778  PID         -  JT1778
 JT1778  STATE/COUNTY-  CA/NAPA
 JT1778  USGS QUAD   -  NAPA (1980)
 JT1778
 JT1778                         *CURRENT SURVEY CONTROL
 JT1778  ___________________________________________________________________
 JT1778* NAD 83(1986)-  38 16 55.     (N)    122 17 37.     (W)     SCALED    
 JT1778* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 JT1778  ___________________________________________________________________
 JT1778  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1778  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1778
 JT1778.The horizontal coordinates were scaled from a topographic map and have
 JT1778.an estimated accuracy of +/- 6 seconds.
 JT1778
 JT1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1778.The vertical order pertains to the NGVD 29 superseded value.
 JT1778
 JT1778.The geoid height was determined by GEOID03.
 JT1778
 JT1778;                    North         East    Units  Estimated Accuracy
 JT1778;SPC CA 2     -   568,340.    1,974,310.      MT  (+/- 180 meters Scaled)
 JT1778
 JT1778                          SUPERSEDED SURVEY CONTROL
 JT1778
 JT1778  NGVD 29 (??/??/92)    3.69   (m)           12.1    (f) COMPUTED    1 1
 JT1778
 JT1778.Superseded values are not recommended for survey control.
 JT1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1778.See file dsdata.txt to determine how the superseded data were derived.
 JT1778
 JT1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617373(NAD 83)
 JT1778_MARKER: DD = SURVEY DISK
 JT1778_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1778+WITH SETTING: PAVEMENT
 JT1778_SP_SET: SIGNAL BASE
 JT1778_MARK LOGO: CA2330
 JT1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1778+STABILITY: SURFACE MOTION
 JT1778
 JT1778  HISTORY     - Date     Condition        Report By
 JT1778  HISTORY     - 1971     MONUMENTED       CA2330
 JT1778
 JT1778                          STATION DESCRIPTION
 JT1778
 JT1778'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1778'AT INTERSECTION OF JEFFERSON AND IMOLA AVENUES, IN NORTHWEST CORNER, A
 JT1778'BRASS CAP IN SIGNAL LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9470 ***********************************************************************
 EW9470  DESIGNATION -  36 1 RESET
 EW9470  PID         -  EW9470
 EW9470  STATE/COUNTY-  CA/VENTURA
 EW9470  USGS QUAD   -  MOORPARK (1974)
 EW9470
 EW9470                         *CURRENT SURVEY CONTROL
 EW9470  ___________________________________________________________________
 EW9470* NAD 83(1986)-  34 16 32.     (N)    118 55 38.     (W)     SCALED    
 EW9470* NAVD 88     -       128.225  (meters)     420.68   (feet)  ADJUSTED  
 EW9470  ___________________________________________________________________
 EW9470  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EW9470  DYNAMIC HT  -         128.091 (meters)     420.25  (feet)  COMP
 EW9470  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 EW9470
 EW9470  VERT ORDER  -  FIRST     CLASS II
 EW9470
 EW9470.The horizontal coordinates were scaled from a topographic map and have
 EW9470.an estimated accuracy of +/- 6 seconds.
 EW9470
 EW9470.The orthometric height was determined by differential leveling
 EW9470.and adjusted in June 1991.
 EW9470
 EW9470.The geoid height was determined by GEOID03.
 EW9470
 EW9470.The dynamic height is computed by dividing the NAVD 88
 EW9470.geopotential number by the normal gravity value computed on the
 EW9470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9470.degrees latitude (g = 980.6199 gals.).
 EW9470
 EW9470.The modeled gravity was interpolated from observed gravity values.
 EW9470
 EW9470;                    North         East    Units  Estimated Accuracy
 EW9470;SPC CA 5     -   586,420.    1,914,620.      MT  (+/- 180 meters Scaled)
 EW9470
 EW9470                          SUPERSEDED SURVEY CONTROL
 EW9470
 EW9470.No superseded survey control is available for this station.
 EW9470
 EW9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT225943(NAD 83)
 EW9470_MARKER: DB = BENCH MARK DISK
 EW9470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9470_SP_SET: CONCRETE POST
 EW9470_STAMPING: 36-1 1965
 EW9470_MARK LOGO: CA-111
 EW9470_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9470+STABILITY: SURFACE MOTION
 EW9470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9470+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 EW9470
 EW9470  HISTORY     - Date     Condition        Report By
 EW9470  HISTORY     - 1965     MONUMENTED       CA-111
 EW9470  HISTORY     - 19890505 GOOD             NGS
 EW9470  HISTORY     - 19960107 GOOD             USPSQD
 EW9470
 EW9470                          STATION DESCRIPTION
 EW9470
 EW9470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9470'4.4 KM (2.75 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW9470'FROM ITS JUNCTION WITH STATE HIGHWAY 23 IN MOORPARK.  15.6 M (51.2
 EW9470'FT)NORTHWEST OF THE CENTER OF STATE HIGHWAY 118, 10.7 M (35.1 FT)
 EW9470'SOUTH EAST OF THE NEAR RAIL, 5.9 M (19.4 FT) NORTHEAST OF THE
 EW9470'EXTENDED CENTERLINE OF HITCH BOULEVARD, 2.2 M (7.2 FT) BELOW THE
 EW9470'RAILROAD TRACKS, 1.0 M (3.3 FT) NORTHEAST OF A UTILITY POLE WITH 1
 EW9470'GUY WIRE AND 0.2 M (0.7 FT) BELOW THE HIGHWAY SURFACE.  NOTE - THE
 EW9470'MARK AND POST HAVE A SLIGHT TILT.
 EW9470
 EW9470                          STATION RECOVERY (1996)
 EW9470
 EW9470'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW9470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0965 ***********************************************************************
 HT0965  DESIGNATION -  36 1307 C OF A
 HT0965  PID         -  HT0965
 HT0965  STATE/COUNTY-  CA/ALAMEDA
 HT0965  USGS QUAD   -  RICHMOND (1993)
 HT0965
 HT0965                         *CURRENT SURVEY CONTROL
 HT0965  ___________________________________________________________________
 HT0965* NAD 83(1986)-  37 53 30.     (N)    122 17 57.     (W)     SCALED    
 HT0965* NAVD 88     -        14.61   (+/-2cm)      47.9    (feet)  VERTCON   
 HT0965  ___________________________________________________________________
 HT0965  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 HT0965  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0965
 HT0965.The horizontal coordinates were scaled from a topographic map and have
 HT0965.an estimated accuracy of +/- 6 seconds.
 HT0965
 HT0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0965.The vertical order pertains to the NGVD 29 superseded value.
 HT0965
 HT0965.The geoid height was determined by GEOID03.
 HT0965
 HT0965;                    North         East    Units  Estimated Accuracy
 HT0965;SPC CA 3     -   655,970.    1,841,760.      MT  (+/- 180 meters Scaled)
 HT0965
 HT0965                          SUPERSEDED SURVEY CONTROL
 HT0965
 HT0965  NGVD 29 (??/??/92)   13.774  (m)           45.19   (f) ADJ UNCH    1 1
 HT0965
 HT0965.Superseded values are not recommended for survey control.
 HT0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0965.See file dsdata.txt to determine how the superseded data were derived.
 HT0965
 HT0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG616940(NAD 83)
 HT0965_MARKER: DD = SURVEY DISK
 HT0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0965_STAMPING: 36 RE 4650 LS 1307
 HT0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0965+STABILITY: SURFACE MOTION
 HT0965
 HT0965  HISTORY     - Date     Condition        Report By
 HT0965  HISTORY     - UNK      MONUMENTED       NM0030
 HT0965  HISTORY     - 1966     GOOD             NGS
 HT0965  HISTORY     - 1969     GOOD             NGS
 HT0965  HISTORY     - 19980210 POOR             USPSQD
 HT0965
 HT0965                          STATION DESCRIPTION
 HT0965
 HT0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HT0965'AT ALBANY.
 HT0965'AT ALBANY, AT THE NORTHEAST CORNER OF SAN PABLO AVENUE AND
 HT0965'WASHINGTON AVENUE, 16.6 FEET WEST OF A FIRE HYDRANT, 7.0 FEET SOUTH
 HT0965'OF A LIGHT POLE, 6.0 FEET NORTH OF THE PROJECTED NORTH CURB OF
 HT0965'WASHINGTON AVENUE, 3.0 FEET EAST OF THE PROJECTED EAST CURB OF
 HT0965'SAN PABLO AVENUE, 0.9 FOOT NORTHEAST OF THE EDGE OF THE CURB,
 HT0965'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
 HT0965
 HT0965                          STATION RECOVERY (1969)
 HT0965
 HT0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0965'RECOVERED IN GOOD CONDITION.
 HT0965
 HT0965                          STATION RECOVERY (1998)
 HT0965
 HT0965'RECOVERY NOTE BY US POWER SQUADRON 1998
 HT0965'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1782 ***********************************************************************
 JT1782  DESIGNATION -  36 2
 JT1782  PID         -  JT1782
 JT1782  STATE/COUNTY-  CA/NAPA
 JT1782  USGS QUAD   -  NAPA (1980)
 JT1782
 JT1782                         *CURRENT SURVEY CONTROL
 JT1782  ___________________________________________________________________
 JT1782* NAD 83(1986)-  38 16 54.     (N)    122 17 26.     (W)     SCALED    
 JT1782* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 JT1782  ___________________________________________________________________
 JT1782  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1782  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1782
 JT1782.The horizontal coordinates were scaled from a topographic map and have
 JT1782.an estimated accuracy of +/- 6 seconds.
 JT1782
 JT1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1782.The vertical order pertains to the NGVD 29 superseded value.
 JT1782
 JT1782.The geoid height was determined by GEOID03.
 JT1782
 JT1782;                    North         East    Units  Estimated Accuracy
 JT1782;SPC CA 2     -   568,310.    1,974,580.      MT  (+/- 180 meters Scaled)
 JT1782
 JT1782                          SUPERSEDED SURVEY CONTROL
 JT1782
 JT1782  NGVD 29 (??/??/92)    4.13   (m)           13.5    (f) COMPUTED    1 1
 JT1782
 JT1782.Superseded values are not recommended for survey control.
 JT1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1782.See file dsdata.txt to determine how the superseded data were derived.
 JT1782
 JT1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH620373(NAD 83)
 JT1782_MARKER: DD = SURVEY DISK
 JT1782_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1782+WITH SETTING: PAVEMENT
 JT1782_SP_SET: LIGHT BASE
 JT1782_MARK LOGO: CA2330
 JT1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1782+STABILITY: SURFACE MOTION
 JT1782
 JT1782  HISTORY     - Date     Condition        Report By
 JT1782  HISTORY     - 1971     MONUMENTED       CA2330
 JT1782
 JT1782                          STATION DESCRIPTION
 JT1782
 JT1782'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1782'ALONG IMOLA AVENUE, 300 FT (91.4 M) WEST OF COOMBS STREET, ON NORTH
 JT1782'SIDE, A BRASS CAP SET IN LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1784 ***********************************************************************
 JT1784  DESIGNATION -  36 3 1
 JT1784  PID         -  JT1784
 JT1784  STATE/COUNTY-  CA/NAPA
 JT1784  USGS QUAD   -  NAPA (1980)
 JT1784
 JT1784                         *CURRENT SURVEY CONTROL
 JT1784  ___________________________________________________________________
 JT1784* NAD 83(1986)-  38 16 51.     (N)    122 16 38.     (W)     SCALED    
 JT1784* NAVD 88     -         4.24   (+/-2cm)      13.9    (feet)  VERTCON   
 JT1784  ___________________________________________________________________
 JT1784  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1784  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1784
 JT1784.The horizontal coordinates were scaled from a topographic map and have
 JT1784.an estimated accuracy of +/- 6 seconds.
 JT1784
 JT1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1784.The vertical order pertains to the NGVD 29 superseded value.
 JT1784
 JT1784.The geoid height was determined by GEOID03.
 JT1784
 JT1784;                    North         East    Units  Estimated Accuracy
 JT1784;SPC CA 2     -   568,210.    1,975,740.      MT  (+/- 180 meters Scaled)
 JT1784
 JT1784                          SUPERSEDED SURVEY CONTROL
 JT1784
 JT1784  NGVD 29 (??/??/92)    3.47   (m)           11.4    (f) COMPUTED    1 1
 JT1784
 JT1784.Superseded values are not recommended for survey control.
 JT1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1784.See file dsdata.txt to determine how the superseded data were derived.
 JT1784
 JT1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632372(NAD 83)
 JT1784_MARKER: DD = SURVEY DISK
 JT1784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1784_SP_SET: MASSIVE STRUCTURE
 JT1784_MARK LOGO: CA2330
 JT1784_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1784
 JT1784  HISTORY     - Date     Condition        Report By
 JT1784  HISTORY     - 1971     MONUMENTED       CA2330
 JT1784
 JT1784                          STATION DESCRIPTION
 JT1784
 JT1784'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1784'ALONG IMOLA AVENUE AT CAYETANO CREEK BRIDGE, A BRASS CAP IN SOUTHEAST
 JT1784'CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1584 ***********************************************************************
 JT1584  DESIGNATION -  36 4
 JT1584  PID         -  JT1584
 JT1584  STATE/COUNTY-  CA/NAPA
 JT1584  USGS QUAD   -  NAPA (1980)
 JT1584
 JT1584                         *CURRENT SURVEY CONTROL
 JT1584  ___________________________________________________________________
 JT1584* NAD 83(1986)-  38 16 50.     (N)    122 16 27.     (W)     SCALED    
 JT1584* NAVD 88     -         7.50   (+/-2cm)      24.6    (feet)  VERTCON   
 JT1584  ___________________________________________________________________
 JT1584  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1584  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1584
 JT1584.The horizontal coordinates were scaled from a topographic map and have
 JT1584.an estimated accuracy of +/- 6 seconds.
 JT1584
 JT1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1584.The vertical order pertains to the NGVD 29 superseded value.
 JT1584
 JT1584.The geoid height was determined by GEOID03.
 JT1584
 JT1584;                    North         East    Units  Estimated Accuracy
 JT1584;SPC CA 2     -   568,180.    1,976,010.      MT  (+/- 180 meters Scaled)
 JT1584
 JT1584                          SUPERSEDED SURVEY CONTROL
 JT1584
 JT1584  NGVD 29 (??/??/92)    6.72   (m)           22.0    (f) COMPUTED    1 1
 JT1584
 JT1584.Superseded values are not recommended for survey control.
 JT1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1584.See file dsdata.txt to determine how the superseded data were derived.
 JT1584
 JT1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634371(NAD 83)
 JT1584_MARKER: DD = SURVEY DISK
 JT1584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1584_SP_SET: COPPER-CLAD STEEL ROD
 JT1584_MARK LOGO: CA2330
 JT1584_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1584
 JT1584  HISTORY     - Date     Condition        Report By
 JT1584  HISTORY     - 1972     MONUMENTED       CA2330
 JT1584
 JT1584                          STATION DESCRIPTION
 JT1584
 JT1584'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1584'1.5 MI (2.4 KM) SOUTHEAST FROM THE COUNTY COURTHOUSE IN NAPA AT THE
 JT1584'NORTHWEST CORNER OF THE INTERSECTION OF SOSCOL AVENUE (HIGHWAY 121)
 JT1584'AND IMOLA AVENUE (HIGHWAY 12), IN THE SOUTHEAST SIDE OF A PLANTER AREA
 JT1584'AT THE SOUTHEAST CORNER OF A SERVICE STATION, 88 FT (26.8 M) WEST OF
 JT1584'THE CENTERLINE OF THE SOUTHBOUND LANES ON SOSCOL AVENUE, 66.5 FT
 JT1584'(20.3 M) NORTH OF THE CENTERLINE OF IMOLA AVENUE, 14.5 FT (4.4 M)
 JT1584'NORTHWEST OF FACE OF STREET CURB, 61 FT (18.6 M) SOUTHWEST OF LIGHT
 JT1584'POST IN NORTH CORNER OF PLANTER AREA, 29 FT (8.8 M) NORTHEAST OF
 JT1584'LIGHT POST IN WEST CORNER OF PLANTER AREA, 0.5 FT (0.2 M) BELOW TOP
 JT1584'OF 10 INCH DIAMETER MONUMENT BOX, SET APPROXIMATELY FLUSH WITH THE
 JT1584'BACK OF SIDEWALK, WITH THE WORD MONUMENT CAST IN COVER AND SET ON TOP
 JT1584'OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 15 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1779 ***********************************************************************
 JT1779  DESIGNATION -  36 A
 JT1779  PID         -  JT1779
 JT1779  STATE/COUNTY-  CA/NAPA
 JT1779  USGS QUAD   -  NAPA (1980)
 JT1779
 JT1779                         *CURRENT SURVEY CONTROL
 JT1779  ___________________________________________________________________
 JT1779* NAD 83(1986)-  38 16 55.     (N)    122 17 38.     (W)     SCALED    
 JT1779* NAVD 88     -         4.41   (+/-2cm)      14.5    (feet)  VERTCON   
 JT1779  ___________________________________________________________________
 JT1779  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1779  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1779
 JT1779.The horizontal coordinates were scaled from a topographic map and have
 JT1779.an estimated accuracy of +/- 6 seconds.
 JT1779
 JT1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1779.The vertical order pertains to the NGVD 29 superseded value.
 JT1779
 JT1779.The geoid height was determined by GEOID03.
 JT1779
 JT1779;                    North         East    Units  Estimated Accuracy
 JT1779;SPC CA 2     -   568,340.    1,974,290.      MT  (+/- 180 meters Scaled)
 JT1779
 JT1779                          SUPERSEDED SURVEY CONTROL
 JT1779
 JT1779  NGVD 29 (??/??/92)    3.64   (m)           11.9    (f) COMPUTED    1 1
 JT1779
 JT1779.Superseded values are not recommended for survey control.
 JT1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1779.See file dsdata.txt to determine how the superseded data were derived.
 JT1779
 JT1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617373(NAD 83)
 JT1779_MARKER: DD = SURVEY DISK
 JT1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1779_SP_SET: CONCRETE POST
 JT1779_MARK LOGO: CA2330
 JT1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1779+STABILITY: SURFACE MOTION
 JT1779
 JT1779  HISTORY     - Date     Condition        Report By
 JT1779  HISTORY     - 1971     MONUMENTED       CA2330
 JT1779
 JT1779                          STATION DESCRIPTION
 JT1779
 JT1779'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1779'AT INTERSECTION OF IMOLA AVENUE AND JEFFERSON, 10 FT (3.0 M) WEST OF
 JT1779'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1781 ***********************************************************************
 JT1781  DESIGNATION -  36 B
 JT1781  PID         -  JT1781
 JT1781  STATE/COUNTY-  CA/NAPA
 JT1781  USGS QUAD   -  NAPA (1980)
 JT1781
 JT1781                         *CURRENT SURVEY CONTROL
 JT1781  ___________________________________________________________________
 JT1781* NAD 83(1986)-  38 16 54.     (N)    122 17 21.     (W)     SCALED    
 JT1781* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 JT1781  ___________________________________________________________________
 JT1781  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1781  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1781
 JT1781.The horizontal coordinates were scaled from a topographic map and have
 JT1781.an estimated accuracy of +/- 6 seconds.
 JT1781
 JT1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1781.The vertical order pertains to the NGVD 29 superseded value.
 JT1781
 JT1781.The geoid height was determined by GEOID03.
 JT1781
 JT1781;                    North         East    Units  Estimated Accuracy
 JT1781;SPC CA 2     -   568,310.    1,974,700.      MT  (+/- 180 meters Scaled)
 JT1781
 JT1781                          SUPERSEDED SURVEY CONTROL
 JT1781
 JT1781  NGVD 29 (??/??/92)    3.170  (m)           10.40   (f) ADJ UNCH    1 1
 JT1781
 JT1781.Superseded values are not recommended for survey control.
 JT1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1781.See file dsdata.txt to determine how the superseded data were derived.
 JT1781
 JT1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621373(NAD 83)
 JT1781_MARKER: DD = SURVEY DISK
 JT1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1781_SP_SET: CONCRETE POST
 JT1781_MARK LOGO: CA2330
 JT1781_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1781+STABILITY: SURFACE MOTION
 JT1781
 JT1781  HISTORY     - Date     Condition        Report By
 JT1781  HISTORY     - 1971     MONUMENTED       CA2330
 JT1781
 JT1781                          STATION DESCRIPTION
 JT1781
 JT1781'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1781'AT INTERSECTION OF IMOLA AND COOMBS AVENUES, IN NORTHEAST CORNER, A
 JT1781'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3654 ***********************************************************************
 HS3654  DESIGNATION -  36 CC CO
 HS3654  PID         -  HS3654
 HS3654  STATE/COUNTY-  CA/CONTRA COSTA
 HS3654  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3654
 HS3654                         *CURRENT SURVEY CONTROL
 HS3654  ___________________________________________________________________
 HS3654* NAD 83(1986)-  37 50 38.     (N)    121 37 02.     (W)     SCALED    
 HS3654* NAVD 88     -         8.57   (+/-2cm)      28.1    (feet)  VERTCON   
 HS3654  ___________________________________________________________________
 HS3654  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HS3654  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3654
 HS3654.The horizontal coordinates were scaled from a topographic map and have
 HS3654.an estimated accuracy of +/- 6 seconds.
 HS3654
 HS3654.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3654.The vertical order pertains to the NGVD 29 superseded value.
 HS3654
 HS3654.The geoid height was determined by GEOID03.
 HS3654
 HS3654;                    North         East    Units  Estimated Accuracy
 HS3654;SPC CA 3     -   649,730.    1,901,670.      MT  (+/- 180 meters Scaled)
 HS3654
 HS3654                          SUPERSEDED SURVEY CONTROL
 HS3654
 HS3654  NGVD 29 (??/??/??)    7.845  (m)           25.74   (f) ADJUSTED    1 1
 HS3654
 HS3654.Superseded values are not recommended for survey control.
 HS3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3654.See file dsdata.txt to determine how the superseded data were derived.
 HS3654
 HS3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG216893(NAD 83)
 HS3654_MARKER: DD = SURVEY DISK
 HS3654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3654_SP_SET: BRIDGE
 HS3654_STAMPING: 25.96 36
 HS3654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS3654+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 HS3654
 HS3654  HISTORY     - Date     Condition        Report By
 HS3654  HISTORY     - UNK      MONUMENTED       CA-013
 HS3654  HISTORY     - 1957     GOOD             NGS
 HS3654  HISTORY     - 1963     GOOD             NGS
 HS3654  HISTORY     - 20060224 GOOD             GEOCAC
 HS3654
 HS3654                          STATION DESCRIPTION
 HS3654
 HS3654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3654'2.2 MI SE FROM BYRON.
 HS3654'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3654'FROM THE POST OFFICE AT BYRON, IN R3E T1S, IN THE SOUTHWEST
 HS3654'QUARTER OF SECTION 14, AT BYRON HIGHWAY CONCRETE BRIDGE 165+20,
 HS3654'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 HS3654'WALL, 44 FEET EAST OF AND ACROSS THE HIGHWAY FROM POWER LINE
 HS3654'POLE 2/12, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HS3654'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 HS3654
 HS3654                          STATION RECOVERY (1963)
 HS3654
 HS3654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3654'RECOVERED IN GOOD CONDITION.
 HS3654
 HS3654                          STATION RECOVERY (2006)
 HS3654
 HS3654'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HS3654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1631 ***********************************************************************
 HT1631  DESIGNATION -  36 DR CAHD
 HT1631  PID         -  HT1631
 HT1631  STATE/COUNTY-  CA/SANTA CLARA
 HT1631  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1631
 HT1631                         *CURRENT SURVEY CONTROL
 HT1631  ___________________________________________________________________
 HT1631* NAD 83(1986)-  37 24 52.     (N)    122 05 12.     (W)     SCALED    
 HT1631* NAVD 88     -         7.97   (+/-2cm)      26.1    (feet)  VERTCON   
 HT1631  ___________________________________________________________________
 HT1631  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT1631  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1631
 HT1631.The horizontal coordinates were scaled from a topographic map and have
 HT1631.an estimated accuracy of +/- 6 seconds.
 HT1631
 HT1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1631.The vertical order pertains to the NGVD 29 superseded value.
 HT1631
 HT1631.The geoid height was determined by GEOID03.
 HT1631
 HT1631;                    North         East    Units  Estimated Accuracy
 HT1631;SPC CA 3     -   602,680.    1,859,550.      MT  (+/- 180 meters Scaled)
 HT1631
 HT1631                          SUPERSEDED SURVEY CONTROL
 HT1631
 HT1631  NGVD 29 (??/??/92)    7.144  (m)           23.44   (f) ADJ UNCH    1 2
 HT1631
 HT1631.Superseded values are not recommended for survey control.
 HT1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1631.See file dsdata.txt to determine how the superseded data were derived.
 HT1631
 HT1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG808412(NAD 83)
 HT1631_MARKER: DB = BENCH MARK DISK
 HT1631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1631_SP_SET: BRIDGE
 HT1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1631
 HT1631  HISTORY     - Date     Condition        Report By
 HT1631  HISTORY     - UNK      MONUMENTED       CADH
 HT1631  HISTORY     - 1960     GOOD             NGS
 HT1631
 HT1631                          STATION DESCRIPTION
 HT1631
 HT1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HT1631'1.3 MI NW FROM MOFFETT FIELD.
 HT1631'1.1 MILES NORTHWEST ALONG BAYSHORE HIGHWAY FROM THE MAIN GATE
 HT1631'AT MOFFETT FIELD, THENCE 0.2 MILE WEST ALONG MIDDLEFIELD ROAD,
 HT1631'IN TOP OF THE SOUTHEAST CONCRETE WING WALL OF CONCRETE BRIDGE
 HT1631'2S OVER PERMANENTE CREEK, 21 FEET SOUTH OF THE CENTER LINE OF
 HT1631'THE ROAD, AND 53.0 FEET WEST OF THE CENTER LINE OF TELFORD
 HT1631'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2459 ***********************************************************************
 EW2459  DESIGNATION -  36 F C OF LA
 EW2459  PID         -  EW2459
 EW2459  STATE/COUNTY-  CA/LOS ANGELES
 EW2459  USGS QUAD   -  SUNLAND (1995)
 EW2459
 EW2459                         *CURRENT SURVEY CONTROL
 EW2459  ___________________________________________________________________
 EW2459* NAD 83(1986)-  34 16 26.     (N)    118 21 35.     (W)     SCALED    
 EW2459* NAVD 88     -       345.916  (meters)    1134.89   (feet)  READJUSTED
 EW2459  ___________________________________________________________________
 EW2459  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EW2459  DYNAMIC HT  -         345.540 (meters)    1133.66  (feet)  COMP
 EW2459  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 EW2459
 EW2459  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2459
 EW2459.The horizontal coordinates were scaled from a topographic map and have
 EW2459.an estimated accuracy of +/- 6 seconds.
 EW2459
 EW2459.The orthometric height was determined by differential leveling
 EW2459.and adjusted in September 2004.
 EW2459.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2459.distribution rate of 1.1 thru 2.0 mm/km.
 EW2459.The height was derived from older observations constrained to new
 EW2459.heights in a crustal motion area.  The height is approximate in
 EW2459.relation to other heights in its vicinity.
 EW2459
 EW2459.The geoid height was determined by GEOID03.
 EW2459
 EW2459.The dynamic height is computed by dividing the NAVD 88
 EW2459.geopotential number by the normal gravity value computed on the
 EW2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2459.degrees latitude (g = 980.6199 gals.).
 EW2459
 EW2459.The modeled gravity was interpolated from observed gravity values.
 EW2459
 EW2459;                    North         East    Units  Estimated Accuracy
 EW2459;SPC CA 5     -   585,900.    1,966,880.      MT  (+/- 180 meters Scaled)
 EW2459
 EW2459                          SUPERSEDED SURVEY CONTROL
 EW2459
 EW2459  NGVD 29 (??/??/92)  344.861  (m)         1131.43   (f) ADJ UNCH    1 1
 EW2459
 EW2459.Superseded values are not recommended for survey control.
 EW2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2459.See file dsdata.txt to determine how the superseded data were derived.
 EW2459
 EW2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT748933(NAD 83)
 EW2459_MARKER: DD = SURVEY DISK
 EW2459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2459_SP_SET: MONUMENT
 EW2459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2459
 EW2459  HISTORY     - Date     Condition        Report By
 EW2459  HISTORY     - UNK      MONUMENTED       CA1980
 EW2459  HISTORY     - 1968     GOOD             CA1980
 EW2459  HISTORY     - 1971     GOOD             CA1980
 EW2459
 EW2459                          STATION DESCRIPTION
 EW2459
 EW2459'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2459'IN LOS ANGELES.
 EW2459'STANDARD BENCH MARK BRASS DISC IN AN 8-INCH DIAMETER CONCRETE
 EW2459'MONUMENT, IN FOOTHILL BOULEVARD, 37.5 FEET SOUTH OF CENTER
 EW2459'LINE, ABOUT 319 FEET WEST OF THE CENTER LINE OF CHRISTY AVENUE,
 EW2459'3.6 FEET WEST OF POWER POLE NO. 556161E.
 EW2459
 EW2459                          STATION RECOVERY (1971)
 EW2459
 EW2459'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2238 ***********************************************************************
 EV2238  DESIGNATION -  36 FMK
 EV2238  PID         -  EV2238
 EV2238  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2238  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2238
 EV2238                         *CURRENT SURVEY CONTROL
 EV2238  ___________________________________________________________________
 EV2238* NAD 83(1986)-  34 59 36.     (N)    117 32 52.     (W)     SCALED    
 EV2238* NAVD 88     -       755.672  (meters)    2479.23   (feet)  ADJUSTED  
 EV2238  ___________________________________________________________________
 EV2238  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2238  DYNAMIC HT  -         754.820 (meters)    2476.44  (feet)  COMP
 EV2238  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 EV2238
 EV2238  VERT ORDER  -  FIRST     CLASS I
 EV2238
 EV2238.The horizontal coordinates were scaled from a topographic map and have
 EV2238.an estimated accuracy of +/- 6 seconds.
 EV2238
 EV2238.The orthometric height was determined by differential leveling
 EV2238.and adjusted in June 1991.
 EV2238
 EV2238.The geoid height was determined by GEOID03.
 EV2238
 EV2238.The dynamic height is computed by dividing the NAVD 88
 EV2238.geopotential number by the normal gravity value computed on the
 EV2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2238.degrees latitude (g = 980.6199 gals.).
 EV2238
 EV2238.The modeled gravity was interpolated from observed gravity values.
 EV2238
 EV2238;                    North         East    Units  Estimated Accuracy
 EV2238;SPC CA 5     -   665,740.    2,041,280.      MT  (+/- 180 meters Scaled)
 EV2238
 EV2238                          SUPERSEDED SURVEY CONTROL
 EV2238
 EV2238  NGVD 29 (??/??/92)  754.877  (m)         2476.63   (f) ADJ UNCH    1 1
 EV2238
 EV2238.Superseded values are not recommended for survey control.
 EV2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2238.See file dsdata.txt to determine how the superseded data were derived.
 EV2238
 EV2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU500724(NAD 83)
 EV2238_MARKER: DD = SURVEY DISK
 EV2238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2238_SP_SET: 10 FEET
 EV2238_STAMPING: 36 FMK 1973
 EV2238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2238
 EV2238  HISTORY     - Date     Condition        Report By
 EV2238  HISTORY     - 1973     MONUMENTED       USGS
 EV2238  HISTORY     - 1974     GOOD             NGS
 EV2238  HISTORY     - 1977     GOOD             NGS
 EV2238
 EV2238                          STATION DESCRIPTION
 EV2238
 EV2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2238'5.8 MI E FROM BORON.
 EV2238'5.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2238'FROM THE STATION AT BORON, 7 POLES EAST OF SEMAPHORES 7782 AND
 EV2238'7781, 7 POLES WEST OF MILEPOST 778, 73.5 FEET NORTH OF THE NORTH
 EV2238'RAIL, 119 FEET NORTH AND ACROSS THE TRACK FROM TELEPHONE POLE
 EV2238'118-7, 6 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET WEST OF
 EV2238'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK ON THE
 EV2238'TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.  THE
 EV2238'UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE
 EV2238'PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 6, T10N, R6W
 EV2238
 EV2238                          STATION RECOVERY (1977)
 EV2238
 EV2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0049 ***********************************************************************
 JT0049  DESIGNATION -  36 GWM
 JT0049  PID         -  JT0049
 JT0049  STATE/COUNTY-  CA/NAPA
 JT0049  USGS QUAD   -  WALTER SPRINGS (1992)
 JT0049
 JT0049                         *CURRENT SURVEY CONTROL
 JT0049  ___________________________________________________________________
 JT0049* NAD 83(1986)-  38 42 47.     (N)    122 15 38.     (W)     SCALED    
 JT0049* NAVD 88     -       181.38   (+/-2cm)     595.1    (feet)  VERTCON   
 JT0049  ___________________________________________________________________
 JT0049  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JT0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0049
 JT0049.The horizontal coordinates were scaled from a topographic map and have
 JT0049.an estimated accuracy of +/- 6 seconds.
 JT0049
 JT0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0049.The vertical order pertains to the NGVD 29 superseded value.
 JT0049
 JT0049.The geoid height was determined by GEOID03.
 JT0049
 JT0049;                    North         East    Units  Estimated Accuracy
 JT0049;SPC CA 2     -   616,190.    1,977,340.      MT  (+/- 180 meters Scaled)
 JT0049
 JT0049                          SUPERSEDED SURVEY CONTROL
 JT0049
 JT0049  NGVD 29 (??/??/92)  180.55   (m)          592.4    (f) COMPUTED    2 0
 JT0049
 JT0049.Superseded values are not recommended for survey control.
 JT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0049.See file dsdata.txt to determine how the superseded data were derived.
 JT0049
 JT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642851(NAD 83)
 JT0049_MARKER: DD = SURVEY DISK
 JT0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0049_STAMPING: 36 GWM 1942 592
 JT0049_MARK LOGO: USGS  
 JT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0049+STABILITY: SURFACE MOTION
 JT0049
 JT0049  HISTORY     - Date     Condition        Report By
 JT0049  HISTORY     - 1942     MONUMENTED       USGS
 JT0049  HISTORY     - 1942     GOOD             CGS
 JT0049  HISTORY     - 1966     MARK NOT FOUND   CGS
 JT0049
 JT0049                          STATION DESCRIPTION
 JT0049
 JT0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT0049'10.4 MI N FROM MONTICELLO.
 JT0049'10.4 MILES NORTH ALONG THE LOWER LAKE-MONTICELLO COUNTY ROAD
 JT0049'FROM THE POST OFFICE AT MONTICELLO, NAPA COUNTY, 140 FEET
 JT0049'SOUTHEAST OF THE EAST CORNER OF A GREEN RANCH HOUSE, 24 FEET
 JT0049'NORTHWEST OF A WEST GATEPOST AT THE ENTRANCE TO A BARNYARD,
 JT0049'AND 21 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A UNITED
 JT0049'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 36 GWM 592 AND
 JT0049'SET IN THE TOP OF A CONCRETE POST.
 JT0049
 JT0049                          STATION RECOVERY (1966)
 JT0049
 JT0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JT0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6342 ***********************************************************************
 DH6342  DESIGNATION -  36 HUM 14.44
 DH6342  PID         -  DH6342
 DH6342  STATE/COUNTY-  CA/HUMBOLDT
 DH6342  USGS QUAD   -  REDCREST (1969)
 DH6342
 DH6342                         *CURRENT SURVEY CONTROL
 DH6342  ___________________________________________________________________
 DH6342* NAD 83(2007)-  40 28 33.73764(N)    123 56 47.12221(W)     ADJUSTED  
 DH6342* NAVD 88     -        90.2    (meters)     296.     (feet)  GPS OBS   
 DH6342  ___________________________________________________________________
 DH6342  EPOCH DATE  -        2007.00
 DH6342  X           -  -2,713,131.508 (meters)                     COMP
 DH6342  Y           -  -4,030,507.575 (meters)                     COMP
 DH6342  Z           -   4,118,375.061 (meters)                     COMP
 DH6342  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 DH6342  ELLIP HEIGHT-          59.818 (meters)          (02/10/07) ADJUSTED
 DH6342  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DH6342
 DH6342  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6342  Type    PID    Designation                      North   East  Ellip
 DH6342  -------------------------------------------------------------------
 DH6342  NETWORK DH6342 36 HUM 14.44                      2.49   2.02   4.61
 DH6342  -------------------------------------------------------------------
 DH6342
 DH6342.The horizontal coordinates were established by GPS observations
 DH6342.and adjusted by the National Geodetic Survey in February 2007.
 DH6342
 DH6342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6342.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6342.The horizontal coordinates are valid at the epoch date displayed above.
 DH6342.The epoch date for horizontal control is a decimal equivalence
 DH6342.of Year/Month/Day.
 DH6342
 DH6342.The orthometric height was determined by GPS observations and a
 DH6342.high-resolution geoid model.
 DH6342
 DH6342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6342
 DH6342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6342
 DH6342.The ellipsoidal height was determined by GPS observations
 DH6342.and is referenced to NAD 83.
 DH6342
 DH6342.The geoid height was determined by GEOID03.
 DH6342
 DH6342;                    North         East     Units Scale Factor Converg.
 DH6342;SPC CA 1     -   628,715.977 1,834,975.139   MT  0.99991416   -1 16 21.8
 DH6342;SPC CA 1     - 2,062,712.33  6,020,247.60   sFT  0.99991416   -1 16 21.8
 DH6342;UTM  10      - 4,481,025.101   419,776.835   MT  0.99967922   -0 36 51.8
 DH6342
 DH6342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6342!SPC CA 1     -   0.99999062  x   0.99991416  =   0.99990478
 DH6342!UTM  10      -   0.99999062  x   0.99967922  =   0.99966984
 DH6342
 DH6342                          SUPERSEDED SURVEY CONTROL
 DH6342
 DH6342  NAD 83(1998)-  40 28 33.73604(N)    123 56 47.12095(W) AD(2004.69) B
 DH6342  ELLIP H (09/28/05)   59.822  (m)                       GP(       ) 4 1
 DH6342
 DH6342.Superseded values are not recommended for survey control.
 DH6342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6342.See file dsdata.txt to determine how the superseded data were derived.
 DH6342
 DH6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK1977781025(NAD 83)
 DH6342_MARKER: DD = SURVEY DISK
 DH6342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6342_STAMPING: 36-HUM-14.44
 DH6342_MARK LOGO: CSRC  
 DH6342_PROJECTION: RECESSED 4 CENTIMETERS
 DH6342_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6342+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6342_ROD/PIPE-DEPTH: 3.2  meters
 DH6342
 DH6342  HISTORY     - Date     Condition        Report By
 DH6342  HISTORY     - 20040828 MONUMENTED       CADT
 DH6342
 DH6342                          STATION DESCRIPTION
 DH6342
 DH6342'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6342'THE STATION IS LOCATED ALONG STATE HIGHWAY 36,  APPROXIMATELY 22.5 KM
 DH6342'(14.0 MI)  SOUTHEASTERLY OF FORTUNA, CA AND 13 KM (8.0 MI) WESTERLY OF
 DH6342'BRIDGEVILLE, CA.
 DH6342' 
 DH6342'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 101 WITH
 DH6342'STATE ROUTE 36  APPROXIMATELY 3 KM (2 MI) SOUTH OF THE CITY OF
 DH6342'FORTUNA,  INTERSECTION BEING PM 0.00 OF  HIGHWAY 36, PROCEED EASTERLY
 DH6342'ALONG STATE ROUTE 36 TO (PM 14.44) TO A WIDE TURNOUT AND  THE MONUMENT
 DH6342'ON THE RIGHT.
 DH6342' 
 DH6342'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6342'SET IN CONCRETE  FLUSH WITH THE GROUND.  0.7 M NORTH OF A ORANGE
 DH6342'CARSONITE POST,  17.1 M SOUTH OF THE   CENTERLINE OF THE HIGHWAY, 33.6
 DH6342'M EAST OF A DOUBLE REDWOOD TREE AT THE WEST END OF THE  TURNOUT, 6.2 M
 DH6342'SOUTH OF THE EDGE OF PAVEMENT, AND 3.3 M NORTHERLY OF THE TOP OF
 DH6342'CUT-BANK AT THE TURNOUT.
 DH6342' 
 DH6342'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6342'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6342'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6342'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6342'EUREKA.
 DH6342' 
 DH6342'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6342'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6343 ***********************************************************************
 DH6343  DESIGNATION -  36 HUM 19.34
 DH6343  PID         -  DH6343
 DH6343  STATE/COUNTY-  CA/HUMBOLDT
 DH6343  USGS QUAD   -  BRIDGEVILLE (1969)
 DH6343
 DH6343                         *CURRENT SURVEY CONTROL
 DH6343  ___________________________________________________________________
 DH6343* NAD 83(2007)-  40 28 21.22122(N)    123 52 10.12285(W)     ADJUSTED  
 DH6343* NAVD 88     -       143.1    (meters)     469.     (feet)  GPS OBS   
 DH6343  ___________________________________________________________________
 DH6343  EPOCH DATE  -        2007.00
 DH6343  X           -  -2,707,878.628 (meters)                     COMP
 DH6343  Y           -  -4,034,389.229 (meters)                     COMP
 DH6343  Z           -   4,118,115.964 (meters)                     COMP
 DH6343  LAPLACE CORR-           8.91  (seconds)                    DEFLEC99
 DH6343  ELLIP HEIGHT-         113.111 (meters)          (02/10/07) ADJUSTED
 DH6343  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DH6343
 DH6343  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6343  Type    PID    Designation                      North   East  Ellip
 DH6343  -------------------------------------------------------------------
 DH6343  NETWORK DH6343 36 HUM 19.34                      2.35   1.86   4.33
 DH6343  -------------------------------------------------------------------
 DH6343
 DH6343.The horizontal coordinates were established by GPS observations
 DH6343.and adjusted by the National Geodetic Survey in February 2007.
 DH6343
 DH6343.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6343.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6343.The horizontal coordinates are valid at the epoch date displayed above.
 DH6343.The epoch date for horizontal control is a decimal equivalence
 DH6343.of Year/Month/Day.
 DH6343
 DH6343.The orthometric height was determined by GPS observations and a
 DH6343.high-resolution geoid model.
 DH6343
 DH6343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6343
 DH6343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6343
 DH6343.The ellipsoidal height was determined by GPS observations
 DH6343.and is referenced to NAD 83.
 DH6343
 DH6343.The geoid height was determined by GEOID03.
 DH6343
 DH6343;                    North         East     Units Scale Factor Converg.
 DH6343;SPC CA 1     -   628,187.975 1,841,489.510   MT  0.99991454   -1 13 20.7
 DH6343;SPC CA 1     - 2,060,980.05  6,041,620.17   sFT  0.99991454   -1 13 20.7
 DH6343;UTM  10      - 4,480,572.076   426,295.268   MT  0.99966687   -0 33 51.8
 DH6343
 DH6343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6343!SPC CA 1     -   0.99998226  x   0.99991454  =   0.99989680
 DH6343!UTM  10      -   0.99998226  x   0.99966687  =   0.99964913
 DH6343
 DH6343                          SUPERSEDED SURVEY CONTROL
 DH6343
 DH6343  NAD 83(1998)-  40 28 21.21976(N)    123 52 10.12161(W) AD(2004.69) B
 DH6343  ELLIP H (09/28/05)  113.116  (m)                       GP(       ) 4 1
 DH6343
 DH6343.Superseded values are not recommended for survey control.
 DH6343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6343.See file dsdata.txt to determine how the superseded data were derived.
 DH6343
 DH6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK2629580572(NAD 83)
 DH6343_MARKER: DD = SURVEY DISK
 DH6343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6343_STAMPING: 36-HUM-19.34
 DH6343_MARK LOGO: CSRC  
 DH6343_PROJECTION: RECESSED 5 CENTIMETERS
 DH6343_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6343+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DH6343_ROD/PIPE-DEPTH: 3.5  meters
 DH6343
 DH6343  HISTORY     - Date     Condition        Report By
 DH6343  HISTORY     - 20041022 MONUMENTED       CADT
 DH6343
 DH6343                          STATION DESCRIPTION
 DH6343
 DH6343'DESCRIBED BY CALTRANS 2004 (REB)
 DH6343'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON STATE HIGHWAY 36,
 DH6343'APPROXIMATELY 44.1 KM  (27.2 MI) SOUTHEASTERLY OF FORTUNA  AND 7.2 KM
 DH6343'(4.5 MI) WEST OF BRIDGEVILLE.
 DH6343' 
 DH6343'TO REACH THE STATION FROM THE POST OFFICE IN CARLOTTA AT CENTRAL
 DH6343'AVENUE AND STATE  HIGHWAY 36, PROCEED EAST ON STATE HIGHWAY 36 FOR
 DH6343'22.85 KM TO THE STATION ON THE RIGHT  AT POST MILE 19.34.
 DH6343' 
 DH6343'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6343'SET IN CONCRETE  FLUSH WITH THE GROUND, IS 0.31 KM  EAST OF THE
 DH6343'OUTPOST MARKET IN SWAINS FLAT, 46 M  EAST  OF JAYMAR LANE, IN THE EAST
 DH6343'END OF THE CONCRETE HEADWALL OF A 24 INCH CULVERT, 6.9 M  SOUTH OF THE
 DH6343'CENTER OF THE HIGHWAY, 3.1 M  SOUTH OF THE EDGE OF PAVING, 1.6 M NORTH
 DH6343'OF A  WITNESS POST IN A FENCE LINE, AND APPROXIMATELY 0.5 M LOWER THAN
 DH6343'THE CENTER OF THE  HIGHWAY.
 DH6343' 
 DH6343'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6343'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6343'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6343'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6343'EUREKA.
 DH6343' 
 DH6343'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6343'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6344 ***********************************************************************
 DH6344  DESIGNATION -  36 HUM 28.78
 DH6344  PID         -  DH6344
 DH6344  STATE/COUNTY-  CA/HUMBOLDT
 DH6344  USGS QUAD   -  LARABEE VALLEY (1977)
 DH6344
 DH6344                         *CURRENT SURVEY CONTROL
 DH6344  ___________________________________________________________________
 DH6344* NAD 83(2007)-  40 28 58.98661(N)    123 44 28.98798(W)     ADJUSTED  
 DH6344* NAVD 88     -       652.9    (meters)    2142.     (feet)  GPS OBS   
 DH6344  ___________________________________________________________________
 DH6344  EPOCH DATE  -        2007.00
 DH6344  X           -  -2,698,647.985 (meters)                     COMP
 DH6344  Y           -  -4,040,126.959 (meters)                     COMP
 DH6344  Z           -   4,119,333.398 (meters)                     COMP
 DH6344  LAPLACE CORR-          12.26  (seconds)                    DEFLEC99
 DH6344  ELLIP HEIGHT-         623.467 (meters)          (02/10/07) ADJUSTED
 DH6344  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DH6344
 DH6344  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6344  Type    PID    Designation                      North   East  Ellip
 DH6344  -------------------------------------------------------------------
 DH6344  NETWORK DH6344 36 HUM 28.78                      1.80   1.76   4.25
 DH6344  -------------------------------------------------------------------
 DH6344
 DH6344.The horizontal coordinates were established by GPS observations
 DH6344.and adjusted by the National Geodetic Survey in February 2007.
 DH6344
 DH6344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6344.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6344.The horizontal coordinates are valid at the epoch date displayed above.
 DH6344.The epoch date for horizontal control is a decimal equivalence
 DH6344.of Year/Month/Day.
 DH6344
 DH6344.The orthometric height was determined by GPS observations and a
 DH6344.high-resolution geoid model.
 DH6344
 DH6344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6344
 DH6344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6344
 DH6344.The ellipsoidal height was determined by GPS observations
 DH6344.and is referenced to NAD 83.
 DH6344
 DH6344.The geoid height was determined by GEOID03.
 DH6344
 DH6344;                    North         East     Units Scale Factor Converg.
 DH6344;SPC CA 1     -   629,128.756 1,852,372.004   MT  0.99991341   -1 08 19.2
 DH6344;SPC CA 1     - 2,064,066.59  6,077,323.82   sFT  0.99991341   -1 08 19.2
 DH6344;UTM  10      - 4,481,637.434   437,163.458   MT  0.99964860   -0 28 52.8
 DH6344
 DH6344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6344!SPC CA 1     -   0.99990221  x   0.99991341  =   0.99981563
 DH6344!UTM  10      -   0.99990221  x   0.99964860  =   0.99955084
 DH6344
 DH6344                          SUPERSEDED SURVEY CONTROL
 DH6344
 DH6344  NAD 83(1998)-  40 28 58.98559(N)    123 44 28.98665(W) AD(2004.69) B
 DH6344  ELLIP H (09/28/05)  623.480  (m)                       GP(       ) 4 1
 DH6344
 DH6344.Superseded values are not recommended for survey control.
 DH6344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6344.See file dsdata.txt to determine how the superseded data were derived.
 DH6344
 DH6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK3716381637(NAD 83)
 DH6344_MARKER: DD = SURVEY DISK
 DH6344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6344_STAMPING: 36-HUM-28.78
 DH6344_MARK LOGO: CSRC  
 DH6344_PROJECTION: RECESSED 4 CENTIMETERS
 DH6344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6344+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6344_ROD/PIPE-DEPTH: 3.7  meters
 DH6344
 DH6344  HISTORY     - Date     Condition        Report By
 DH6344  HISTORY     - 20040828 MONUMENTED       CADT
 DH6344
 DH6344                          STATION DESCRIPTION
 DH6344
 DH6344'DESCRIBED BY CALTRANS 2004 (TNS)
 DH6344'THE STATION IS LOCATED ALONG STATE HIGHWAY 36, APPROXIMATELY  40 KM
 DH6344'(25 MI)  SOUTHEASTERLY OF FORTUNA  AND 6.4 KM (4.0 MI) EASTERLY OF
 DH6344'BRIDGEVILLE.
 DH6344' 
 DH6344'TO REACH THE STATION FROM THE INTERSECTION OF ALDERPOINT ROAD WITH
 DH6344'STATE HIGHWAY 36  IN BRIDGEVILLE AT (PM 23.92), PROCEED EASTERLY ALONG
 DH6344'STATE HIGHWAY 36 7.56 KM (4.7 MI) TO  POST MILE 28.78,  COTTRELL RANCH
 DH6344'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DH6344' 
 DH6344'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6344'SET IN CONCRETE  FLUSH WITH THE GROUND.  10.0 M EAST OF A DRIVEWAY TO
 DH6344'ADDRESS 29590, 4.4 M  SOUTH OF  THE CENTERLINE STRIPE OF THE HIGHWAY,
 DH6344'1.2 M SOUTH OF THE EDGE OF PAVEMENT OF THE  HIGHWAY,  AND 0.4 M NORTH
 DH6344'OF A CATTLE FENCE.
 DH6344' 
 DH6344'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6344'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6344'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6344'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6344'EUREKA.
 DH6344' 
 DH6344'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6344'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6339 ***********************************************************************
 DH6339  DESIGNATION -  36 HUM 4.74
 DH6339  PID         -  DH6339
 DH6339  STATE/COUNTY-  CA/HUMBOLDT
 DH6339  USGS QUAD   -  HYDESVILLE (1979)
 DH6339
 DH6339                         *CURRENT SURVEY CONTROL
 DH6339  ___________________________________________________________________
 DH6339* NAD 83(2007)-  40 32 15.74529(N)    124 03 56.49122(W)     ADJUSTED  
 DH6339* NAVD 88     -        38.4    (meters)     126.     (feet)  GPS OBS   
 DH6339  ___________________________________________________________________
 DH6339  EPOCH DATE  -        2007.00
 DH6339  X           -  -2,719,001.921 (meters)                     COMP
 DH6339  Y           -  -4,021,133.472 (meters)                     COMP
 DH6339  Z           -   4,123,547.902 (meters)                     COMP
 DH6339  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 DH6339  ELLIP HEIGHT-           7.639 (meters)          (02/10/07) ADJUSTED
 DH6339  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DH6339
 DH6339  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6339  Type    PID    Designation                      North   East  Ellip
 DH6339  -------------------------------------------------------------------
 DH6339  NETWORK DH6339 36 HUM 4.74                       1.71   1.55   4.27
 DH6339  -------------------------------------------------------------------
 DH6339
 DH6339.The horizontal coordinates were established by GPS observations
 DH6339.and adjusted by the National Geodetic Survey in February 2007.
 DH6339
 DH6339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6339.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6339.The horizontal coordinates are valid at the epoch date displayed above.
 DH6339.The epoch date for horizontal control is a decimal equivalence
 DH6339.of Year/Month/Day.
 DH6339
 DH6339.The orthometric height was determined by GPS observations and a
 DH6339.high-resolution geoid model.
 DH6339
 DH6339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6339
 DH6339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6339
 DH6339.The ellipsoidal height was determined by GPS observations
 DH6339.and is referenced to NAD 83.
 DH6339
 DH6339.The geoid height was determined by GEOID03.
 DH6339
 DH6339;                    North         East     Units Scale Factor Converg.
 DH6339;SPC CA 1     -   635,792.943 1,825,026.290   MT  0.99990803   -1 21 02.6
 DH6339;SPC CA 1     - 2,085,930.68  5,987,607.09   sFT  0.99990803   -1 21 02.6
 DH6339;UTM  10      - 4,487,985.769   409,749.566   MT  0.99970026   -0 41 33.7
 DH6339
 DH6339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6339!SPC CA 1     -   0.99999880  x   0.99990803  =   0.99990683
 DH6339!UTM  10      -   0.99999880  x   0.99970026  =   0.99969906
 DH6339
 DH6339                          SUPERSEDED SURVEY CONTROL
 DH6339
 DH6339  NAD 83(1998)-  40 32 15.74348(N)    124 03 56.49009(W) AD(2004.69) B
 DH6339  ELLIP H (09/28/05)    7.641  (m)                       GP(       ) 4 1
 DH6339
 DH6339.Superseded values are not recommended for survey control.
 DH6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6339.See file dsdata.txt to determine how the superseded data were derived.
 DH6339
 DH6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0975087986(NAD 83)
 DH6339_MARKER: DD = SURVEY DISK
 DH6339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6339_STAMPING: 36-HUM-4.74
 DH6339_MARK LOGO: CSRC  
 DH6339_PROJECTION: RECESSED 5 CENTIMETERS
 DH6339_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6339+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DH6339_ROD/PIPE-DEPTH: 3.5  meters
 DH6339
 DH6339  HISTORY     - Date     Condition        Report By
 DH6339  HISTORY     - 20041022 MONUMENTED       CADT
 DH6339
 DH6339                          STATION DESCRIPTION
 DH6339
 DH6339'DESCRIBED BY CALTRANS 2004 (REB)
 DH6339'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON STATE HIGHWAY 36,
 DH6339'APPROXIMATELY 12.8 KM  (7.9 MI) SOUTHEASTERLY OF FORTUNA.
 DH6339' 
 DH6339'TO REACH THE STATION FROM THE POST OFFICE IN CARLOTTA  AT CENTRAL
 DH6339'AVENUE AND STATE  HIGHWAY 36, PROCEED WEST ON STATE HIGHWAY 36 FOR
 DH6339'0.45 KM (0.73 MI) TO THE STATION ON THE  RIGHT AT POST MILE 4.74.
 DH6339' 
 DH6339'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6339'SET IN CONCRETE  FLUSH WITH THE GROUND. 0.24 KM  WEST OF THE WEST END
 DH6339'OF YAGER CREEK BRIDGE 4-89  AND THE ENTRANCE TO THE VAN DUZEN RIVER
 DH6339'GRANGE HALL. 19.3 M  NORTH OF THE  CENTER OF THE HIGHWAY, 14.4 M
 DH6339'NORTH OF THE EDGE OF PAVEMENT, 1.1 M  SOUTH  OF A WITNESS POST IN A
 DH6339'FENCE LINE, AND APPROXIMATELY 0.6 M  LOWER THAN THE CENTER  OF THE
 DH6339'HIGHWAY.
 DH6339' 
 DH6339'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6339'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6339'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6339'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6339'EUREKA.
 DH6339' 
 DH6339'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6339'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6341 ***********************************************************************
 DH6341  DESIGNATION -  36 HUM 9.57
 DH6341  PID         -  DH6341
 DH6341  STATE/COUNTY-  CA/HUMBOLDT
 DH6341  USGS QUAD   -  OWL CREEK (1979)
 DH6341
 DH6341                         *CURRENT SURVEY CONTROL
 DH6341  ___________________________________________________________________
 DH6341* NAD 83(2007)-  40 30 42.44330(N)    123 59 31.96645(W)     ADJUSTED  
 DH6341* NAVD 88     -        64.0    (meters)     210.     (feet)  GPS OBS   
 DH6341  ___________________________________________________________________
 DH6341  EPOCH DATE  -        2007.00
 DH6341  X           -  -2,714,899.267 (meters)                     COMP
 DH6341  Y           -  -4,026,183.928 (meters)                     COMP
 DH6341  Z           -   4,121,377.077 (meters)                     COMP
 DH6341  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 DH6341  ELLIP HEIGHT-          33.494 (meters)          (02/10/07) ADJUSTED
 DH6341  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DH6341
 DH6341  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6341  Type    PID    Designation                      North   East  Ellip
 DH6341  -------------------------------------------------------------------
 DH6341  NETWORK DH6341 36 HUM 9.57                       2.12   1.80   4.47
 DH6341  -------------------------------------------------------------------
 DH6341
 DH6341.The horizontal coordinates were established by GPS observations
 DH6341.and adjusted by the National Geodetic Survey in February 2007.
 DH6341
 DH6341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6341.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6341.The horizontal coordinates are valid at the epoch date displayed above.
 DH6341.The epoch date for horizontal control is a decimal equivalence
 DH6341.of Year/Month/Day.
 DH6341
 DH6341.The orthometric height was determined by GPS observations and a
 DH6341.high-resolution geoid model.
 DH6341
 DH6341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6341
 DH6341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6341
 DH6341.The ellipsoidal height was determined by GPS observations
 DH6341.and is referenced to NAD 83.
 DH6341
 DH6341.The geoid height was determined by GEOID03.
 DH6341
 DH6341;                    North         East     Units Scale Factor Converg.
 DH6341;SPC CA 1     -   632,771.858 1,831,183.797   MT  0.99991047   -1 18 09.6
 DH6341;SPC CA 1     - 2,076,019.00  6,007,808.84   sFT  0.99991047   -1 18 09.6
 DH6341;UTM  10      - 4,485,036.239   415,940.030   MT  0.99968698   -0 38 40.5
 DH6341
 DH6341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6341!SPC CA 1     -   0.99999475  x   0.99991047  =   0.99990522
 DH6341!UTM  10      -   0.99999475  x   0.99968698  =   0.99968173
 DH6341
 DH6341                          SUPERSEDED SURVEY CONTROL
 DH6341
 DH6341  NAD 83(1998)-  40 30 42.44161(N)    123 59 31.96521(W) AD(2004.69) B
 DH6341  ELLIP H (09/28/05)   33.496  (m)                       GP(       ) 4 1
 DH6341
 DH6341.Superseded values are not recommended for survey control.
 DH6341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6341.See file dsdata.txt to determine how the superseded data were derived.
 DH6341
 DH6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK1594085036(NAD 83)
 DH6341_MARKER: DD = SURVEY DISK
 DH6341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6341_STAMPING: 36-H-9.57
 DH6341_MARK LOGO: CSRC  
 DH6341_PROJECTION: RECESSED 4 CENTIMETERS
 DH6341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6341+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 DH6341_ROD/PIPE-DEPTH: 3.5  meters
 DH6341
 DH6341  HISTORY     - Date     Condition        Report By
 DH6341  HISTORY     - 20041022 MONUMENTED       CADT
 DH6341
 DH6341                          STATION DESCRIPTION
 DH6341
 DH6341'DESCRIBED BY CALTRANS 2004 (REB)
 DH6341'THE STATION IS LOCATED IN HUMBOLDT COUNTY ON STATE HIGHWAY 36,
 DH6341'APPROXIMATELY 19.3 KM  (11.9 MI) SOUTHEASTERLY OF FORTUNA  AND 23 KM
 DH6341'(14.2 MI)  WEST OF BRIDGEVILLE.
 DH6341' 
 DH6341'TO REACH THE STATION FROM THE POST OFFICE IN CARLOTTA AT CENTRAL
 DH6341'AVENUE AND STATE  HIGHWAY 36, PROCEED EAST ON STATE HIGHWAY 36 FOR
 DH6341'7.24 KM (11.72 MI) TO THE STATION ON THE  RIGHT AT POST MILE 9.57.
 DH6341' 
 DH6341'THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE WITH ACCESS COVER
 DH6341'SET IN CONCRETE  FLUSH WITH THE GROUND. THE STATION IS ON THE SOUTH
 DH6341'SIDE OF THE HIGHWAY AT THE SOUTH  EDGE OF A GRAVEL TURNOUT ON A BLUFF
 DH6341'ABOVE THE VAN DUZEN RIVER, 0.69 KM (1.11 MI) EAST OF  FOX CREEK ROAD,
 DH6341'0.61 KM (0.98 MI) WEST OF MARIE ROAD, 18.4 M  SOUTH OF THE HIGHWAY
 DH6341'CENTERLINE, 14.3 M  SOUTH OF THE EDGE OF PAVING, 6.2 M  NORTH OF THE
 DH6341'TOP OF  THE BLUFF, AND ABOUT 1.7 M  HIGHER THAN THE CENTER OF THE
 DH6341'HIGHWAY.
 DH6341' 
 DH6341'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6341'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6341'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6341'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6341'EUREKA.
 DH6341' 
 DH6341'THIS STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6341'MODERNIZATION SURVEY  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6385 ***********************************************************************
 DH6385  DESIGNATION -  36 LAS 18.96
 DH6385  PID         -  DH6385
 DH6385  STATE/COUNTY-  CA/LASSEN
 DH6385  USGS QUAD   -  ROOP MOUNTAIN (1995)
 DH6385
 DH6385                         *CURRENT SURVEY CONTROL
 DH6385  ___________________________________________________________________
 DH6385* NAD 83(2007)-  40 24 35.67004(N)    120 45 33.64924(W)     ADJUSTED  
 DH6385* NAVD 88     -      1502.7    (meters)    4930.     (feet)  GPS OBS   
 DH6385  ___________________________________________________________________
 DH6385  EPOCH DATE  -        2007.00
 DH6385  X           -  -2,487,843.130 (meters)                     COMP
 DH6385  Y           -  -4,180,136.260 (meters)                     COMP
 DH6385  Z           -   4,113,706.872 (meters)                     COMP
 DH6385  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DH6385  ELLIP HEIGHT-        1479.753 (meters)          (02/10/07) ADJUSTED
 DH6385  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DH6385
 DH6385  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6385  Type    PID    Designation                      North   East  Ellip
 DH6385  -------------------------------------------------------------------
 DH6385  NETWORK DH6385 36 LAS 18.96                      1.08   0.94   2.23
 DH6385  -------------------------------------------------------------------
 DH6385
 DH6385.The horizontal coordinates were established by GPS observations
 DH6385.and adjusted by the National Geodetic Survey in February 2007.
 DH6385
 DH6385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6385.The horizontal coordinates are valid at the epoch date displayed above.
 DH6385.The epoch date for horizontal control is a decimal equivalence
 DH6385.of Year/Month/Day.
 DH6385
 DH6385.The orthometric height was determined by GPS observations and a
 DH6385.high-resolution geoid model.
 DH6385
 DH6385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6385
 DH6385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6385
 DH6385.The ellipsoidal height was determined by GPS observations
 DH6385.and is referenced to NAD 83.
 DH6385
 DH6385.The geoid height was determined by GEOID03.
 DH6385
 DH6385;                    North         East     Units Scale Factor Converg.
 DH6385;SPC CA 1     -   620,285.799 2,105,296.203   MT  0.99992201   +0 48 40.5
 DH6385;SPC CA 1     - 2,035,054.33  6,907,125.96   sFT  0.99992201   +0 48 40.5
 DH6385;UTM  10      - 4,475,665.197   690,120.746   MT  1.00004495   +1 27 10.6
 DH6385
 DH6385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6385!SPC CA 1     -   0.99976792  x   0.99992201  =   0.99968995
 DH6385!UTM  10      -   0.99976792  x   1.00004495  =   0.99981286
 DH6385
 DH6385                          SUPERSEDED SURVEY CONTROL
 DH6385
 DH6385  NAD 83(1998)-  40 24 35.66951(N)    120 45 33.64894(W) AD(2004.69) B
 DH6385  ELLIP H (09/28/05) 1479.773  (m)                       GP(       ) 4 1
 DH6385
 DH6385.Superseded values are not recommended for survey control.
 DH6385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6385.See file dsdata.txt to determine how the superseded data were derived.
 DH6385
 DH6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK9012175665(NAD 83)
 DH6385_MARKER: DD = SURVEY DISK
 DH6385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH6385_SP_SET: HEADWALL TO HIGWAY CULVER
 DH6385_STAMPING: 7-36-18.96
 DH6385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6385+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DH6385
 DH6385  HISTORY     - Date     Condition        Report By
 DH6385  HISTORY     - 20010812 MONUMENTED       CADT
 DH6385  HISTORY     - 20040107 GOOD             CADT
 DH6385
 DH6385                          STATION DESCRIPTION
 DH6385
 DH6385'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6385'THE STATION IS LOCATED ADJACENT TO OLD HIGHWAY 36 JUST EAST OF
 DH6385'EXISTING HIGHWAY 36 IN  LASSEN COUNTY AT POSTMILE 18.96 ABOUT 8 KM
 DH6385'WEST SOUTHWEST OF SUSANVILLE, 24 KM  NORTHEAST OF WESTWOOD, AND 55 KM
 DH6385'NORTHEAST OF QUINCY.  TO REACH THE STATION FROM THE  INTERSECTION OF
 DH6385'HIGHWAY 44 AND HIGHWAY 36 WEST OF SUSANVILLE GO EASTERLY ON HIGHWAY
 DH6385'36  1.64 KM TO RIVER BENCH ROAD ON THE RIGHT.  TURN RIGHT AND GO 16 M
 DH6385'TO A T-INTERSECTION  WITH OLD HIGHWAY 36.  TURN RIGHT AND GO WESTERLY
 DH6385'ON OLD HIGHWAY 36 1.98 KM TO THE  STATION ON THE LEFT.  THE STATION IS
 DH6385'A SURVEY DISK EPOXIED TO THE NORTH END OF THE EAST  HEADWALL OF A
 DH6385'CULVERT UNDER OLD HIGHWAY 36 1.3 M NORTH OF AN ORANGE CARSONITE
 DH6385'WITNESS  POST, 1.0 M WEST OF A METAL GUARD POST, 0.3 M WEST OF THE
 DH6385'EAST END OF THE HEADWALL, 5.3 M  SOUTH OF THE YELLOW STRIPE OF THE OLD
 DH6385'HIGHWAY, 28.5 M WEST OF A 0.4 M DIAMETER PINE TREE,  AND 21.4 M SOUTH
 DH6385'OF TELEPHONE POLE NUMBER 2/135.
 DH6385'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6385'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6578 ***********************************************************************
 DH6578  DESIGNATION -  36 LAS 6.93
 DH6578  PID         -  DH6578
 DH6578  STATE/COUNTY-  CA/LASSEN
 DH6578  USGS QUAD   -  WESTWOOD EAST (1995)
 DH6578
 DH6578                         *CURRENT SURVEY CONTROL
 DH6578  ___________________________________________________________________
 DH6578* NAD 83(2007)-  40 19 30.14861(N)    120 56 12.88553(W)     ADJUSTED  
 DH6578* NAVD 88     -      1550.74   (meters)    5087.7    (feet)  LEVELING  
 DH6578  ___________________________________________________________________
 DH6578  EPOCH DATE  -        2007.00
 DH6578  X           -  -2,503,943.266 (meters)                     COMP
 DH6578  Y           -  -4,177,674.076 (meters)                     COMP
 DH6578  Z           -   4,106,556.264 (meters)                     COMP
 DH6578  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 DH6578  ELLIP HEIGHT-        1527.810 (meters)          (02/10/07) ADJUSTED
 DH6578  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DH6578
 DH6578  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6578  Type    PID    Designation                      North   East  Ellip
 DH6578  -------------------------------------------------------------------
 DH6578  NETWORK DH6578 36 LAS 6.93                       1.27   1.31   2.92
 DH6578  -------------------------------------------------------------------
 DH6578  VERT ORDER  -  THIRD ?
 DH6578
 DH6578.The horizontal coordinates were established by GPS observations
 DH6578.and adjusted by the National Geodetic Survey in February 2007.
 DH6578
 DH6578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6578.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6578.The horizontal coordinates are valid at the epoch date displayed above.
 DH6578.The epoch date for horizontal control is a decimal equivalence
 DH6578.of Year/Month/Day.
 DH6578
 DH6578.The orthometric height was determined by differential leveling.
 DH6578.The vertical network tie was performed by a horz. field party for horz.
 DH6578.obs reductions. Reset procedures were used to establish the elevation.
 DH6578
 DH6578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6578
 DH6578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6578
 DH6578.The ellipsoidal height was determined by GPS observations
 DH6578.and is referenced to NAD 83.
 DH6578
 DH6578.The geoid height was determined by GEOID03.
 DH6578
 DH6578;                    North         East     Units Scale Factor Converg.
 DH6578;SPC CA 1     -   610,665.280 2,090,341.047   MT  0.99993400   +0 41 42.5
 DH6578;SPC CA 1     - 2,003,491.01  6,858,060.59   sFT  0.99993400   +0 41 42.5
 DH6578;UTM  10      - 4,465,877.169   675,272.909   MT  0.99997817   +1 20 07.5
 DH6578
 DH6578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6578!SPC CA 1     -   0.99976039  x   0.99993400  =   0.99969440
 DH6578!UTM  10      -   0.99976039  x   0.99997817  =   0.99973856
 DH6578
 DH6578                          SUPERSEDED SURVEY CONTROL
 DH6578
 DH6578  NAD 83(1998)-  40 19 30.14799(N)    120 56 12.88524(W) AD(2004.69) B
 DH6578  ELLIP H (09/28/05) 1527.836  (m)                       GP(       ) 4 1
 DH6578
 DH6578.Superseded values are not recommended for survey control.
 DH6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6578.See file dsdata.txt to determine how the superseded data were derived.
 DH6578
 DH6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7527365877(NAD 83)
 DH6578_MARKER: DD = SURVEY DISK
 DH6578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6578+WITH SETTING: INFORMATION.
 DH6578_STAMPING: 36 LAS 6.93 2004
 DH6578_MARK LOGO: CSRC  
 DH6578_PROJECTION: FLUSH
 DH6578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6578+STABILITY: SURFACE MOTION
 DH6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6578+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 DH6578_ROD/PIPE-DEPTH: 2.4  meters
 DH6578
 DH6578  HISTORY     - Date     Condition        Report By
 DH6578  HISTORY     - 20040810 MONUMENTED       CADT
 DH6578
 DH6578                          STATION DESCRIPTION
 DH6578
 DH6578'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6578'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN LASSEN COUNTY AT
 DH6578'POSTMILE 6.93 ABOUT  6 KM NORTHEAST OF WESTWOOD, 20 KM NORTH OF
 DH6578'GREENVILLE, AND 26 KM SOUTHWEST OF  SUSANVILLE.  TO REACH THE STATION
 DH6578'FROM THE INTERSECTION OF HIGHWAY 44 AND HIGHWAY 36  WEST OF SUSANVILLE
 DH6578'GO WESTERLY ON HIGHWAY 36 5.71 KM TO WILLARD CREEK ROAD (USFS ROAD
 DH6578'29N03) ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 36 6.12 KM TO
 DH6578'FREDONYER PASS.   CONTINUE WESTERLY ON HIGHWAY 36 7.92 KM TO THE
 DH6578'STATION ON THE LEFT.  THE STATION IS A  SURVEY DISK ENCASED IN PVC
 DH6578'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE  GROUND 0.9 M
 DH6578'NORTHWEST OF AN ORANGE CARSONITE WITNESS POST, 0.9 M SOUTHWEST OF A
 DH6578'WHITE CARSONITE POST WITH AMBER REFLECTOR, 9.1 M SOUTH OF A TELEPHONE
 DH6578'POLE, 20 M  SOUTHEAST OF THE YELLOW STRIPE OF HIGHWAY 36, 25.5 M EAST
 DH6578'OF A TELEPHONE POLE, 35 M  NORTH OF POWER POLE 2 5/19, AND 69 M
 DH6578'NORTHEAST OF A FREE STANDING BRICK CHIMNEY.
 DH6578'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6578'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0839 ***********************************************************************
 JT0839  DESIGNATION -  36 M
 JT0839  PID         -  JT0839
 JT0839  STATE/COUNTY-  CA/SONOMA
 JT0839  USGS QUAD   -  SEBASTOPOL (1980)
 JT0839
 JT0839                         *CURRENT SURVEY CONTROL
 JT0839  ___________________________________________________________________
 JT0839* NAD 83(1986)-  38 24 42.     (N)    122 47 41.     (W)     SCALED    
 JT0839* NAVD 88     -        24.43   (+/-2cm)      80.2    (feet)  VERTCON   
 JT0839  ___________________________________________________________________
 JT0839  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT0839  VERT ORDER  -  THIRD (See Below)
 JT0839
 JT0839.The horizontal coordinates were scaled from a topographic map and have
 JT0839.an estimated accuracy of +/- 6 seconds.
 JT0839
 JT0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0839.The vertical order pertains to the NGVD 29 superseded value.
 JT0839
 JT0839.The geoid height was determined by GEOID03.
 JT0839
 JT0839;                    North         East    Units  Estimated Accuracy
 JT0839;SPC CA 2     -   583,000.    1,930,590.      MT  (+/- 180 meters Scaled)
 JT0839
 JT0839                          SUPERSEDED SURVEY CONTROL
 JT0839
 JT0839  NGVD 29 (??/??/??)   23.58   (m)           77.4    (f) RESET       3  
 JT0839
 JT0839.Superseded values are not recommended for survey control.
 JT0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0839.See file dsdata.txt to determine how the superseded data were derived.
 JT0839
 JT0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH179515(NAD 83)
 JT0839_MARKER: DD = SURVEY DISK
 JT0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0839_SP_SET: CULVERT
 JT0839_STAMPING: 36 M 1935
 JT0839_MARK LOGO: USGS  
 JT0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0839
 JT0839  HISTORY     - Date     Condition        Report By
 JT0839  HISTORY     - 1935     MONUMENTED       USGS
 JT0839  HISTORY     - 1938     GOOD             CGS
 JT0839
 JT0839                          STATION DESCRIPTION
 JT0839
 JT0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JT0839'1.8 MI E FROM SEBASTOPOL.
 JT0839'1.8 MILES EAST ALONG STATE HIGHWAY 12 FROM THE PUBLIC LIBRARY
 JT0839'AT SEBASTOPOL, SONOMA COUNTY, AT THE JUNCTION OF A ROAD LEADING
 JT0839'TO LLANO, 51 FEET WEST OF THE CENTERLINE OF THE ROAD, 12 FEET
 JT0839'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT,
 JT0839'AND IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL.  A UNITED
 JT0839'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED---36 M 1935---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0840 ***********************************************************************
 JT0840  DESIGNATION -  36 M RESET
 JT0840  PID         -  JT0840
 JT0840  STATE/COUNTY-  CA/SONOMA
 JT0840  USGS QUAD   -  SEBASTOPOL (1980)
 JT0840
 JT0840                         *CURRENT SURVEY CONTROL
 JT0840  ___________________________________________________________________
 JT0840* NAD 83(1986)-  38 24 42.     (N)    122 47 39.     (W)     SCALED    
 JT0840* NAVD 88     -        24.579  (meters)      80.64   (feet)  ADJUSTED  
 JT0840  ___________________________________________________________________
 JT0840  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT0840  DYNAMIC HT  -          24.564 (meters)      80.59  (feet)  COMP
 JT0840  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 JT0840
 JT0840  VERT ORDER  -  FIRST     CLASS II
 JT0840
 JT0840.The horizontal coordinates were scaled from a topographic map and have
 JT0840.an estimated accuracy of +/- 6 seconds.
 JT0840
 JT0840.The orthometric height was determined by differential leveling
 JT0840.and adjusted in June 1991.
 JT0840
 JT0840.The geoid height was determined by GEOID03.
 JT0840
 JT0840.The dynamic height is computed by dividing the NAVD 88
 JT0840.geopotential number by the normal gravity value computed on the
 JT0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0840.degrees latitude (g = 980.6199 gals.).
 JT0840
 JT0840.The modeled gravity was interpolated from observed gravity values.
 JT0840
 JT0840;                    North         East    Units  Estimated Accuracy
 JT0840;SPC CA 2     -   583,000.    1,930,640.      MT  (+/- 180 meters Scaled)
 JT0840
 JT0840                          SUPERSEDED SURVEY CONTROL
 JT0840
 JT0840  NGVD 29 (12/02/92)   23.726  (m)           77.84   (f) ADJUSTED    1 2
 JT0840
 JT0840.Superseded values are not recommended for survey control.
 JT0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0840.See file dsdata.txt to determine how the superseded data were derived.
 JT0840
 JT0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH179515(NAD 83)
 JT0840_MARKER: DD = SURVEY DISK
 JT0840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT0840_SP_SET: HEADWALL
 JT0840_STAMPING: 36 M 1933 76 (RESET, 1952)
 JT0840_MARK LOGO: USGS  
 JT0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0840+STABILITY: SURFACE MOTION
 JT0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0840+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 JT0840
 JT0840  HISTORY     - Date     Condition        Report By
 JT0840  HISTORY     - 1952     MONUMENTED       USGS
 JT0840  HISTORY     - 1984     GOOD             USPSQD
 JT0840  HISTORY     - 1987     GOOD             NGS
 JT0840  HISTORY     - 20060420 GOOD             INDIV
 JT0840  HISTORY     - 20080717 MARK NOT FOUND   INDIV
 JT0840
 JT0840                          STATION DESCRIPTION
 JT0840
 JT0840'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JT0840'5 MI SW FROM SEBASTOPOL.
 JT0840'SANTA ROSA STATION, 5.0 MILES SOUTHWEST OF, AT JCT. OF SEABASTOPOL
 JT0840'AND LLANA RDS., 55 FEET SOUTHWEST AND 12 FEET SOUTHEAST OF T-ROAD
 JT0840'SOUTHEAST, IN TOP OF NORTHEAST HEAD WALL OF CONCRETE CULVERT.
 JT0840'STANDARD TABLET STAMPED---36 M 1933 76 (RESET, 1952)---.
 JT0840
 JT0840                          STATION RECOVERY (1984)
 JT0840
 JT0840'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0840'RECOVERED IN GOOD CONDITION.
 JT0840
 JT0840                          STATION RECOVERY (1987)
 JT0840
 JT0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0840'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM
 JT0840'(1.75 MI) EASTERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF MAIN
 JT0840'STREET IN SEBASTOPOL, IN TOP OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE
 JT0840'NORTHEAST END OF A CONCRETE CULVERT, 18.4 M (60.4 FT) SOUTHWEST OF
 JT0840'THE CENTERLINE OF LLANO ROAD, AND 5.7 M (18.7 FT) SOUTHEAST OF THE
 JT0840'CENTERLINE OF THE HIGHWAY.
 JT0840'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JT0840
 JT0840                          STATION RECOVERY (2006)
 JT0840
 JT0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RBP)
 JT0840'RECOVERED IN GOOD CONDITION.
 JT0840
 JT0840                          STATION RECOVERY (2008)
 JT0840
 JT0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 JT0840'A MARK OCCUPYING THE SAME GENERAL LOCATION DESCRIBED IN THE STATION
 JT0840'DESCRIPTION AND RECOVERY NOTES (1987) WAS FOUND, HOWEVER THE MARK IS
 JT0840'AN NGS BRASS DISK VS. A USGS TABLET AND THE STAMPING =  36M RESET 1999
 JT0840'VS. 36 M 1933 76 (RESET, 1952). ADDITIONALLY IT DOES NOT STAND TO
 JT0840'REASON THAT THIS MARK COULD HAVE BEEN RECOVERED IN 2006  IN GOOD
 JT0840'CONDITION  AS NOTED THE STATION RECOVERY NOTES (2006).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6579 ***********************************************************************
 DH6579  DESIGNATION -  36 PLU 13.94
 DH6579  PID         -  DH6579
 DH6579  STATE/COUNTY-  CA/PLUMAS
 DH6579  USGS QUAD   -  CHESTER (1995)
 DH6579
 DH6579                         *CURRENT SURVEY CONTROL
 DH6579  ___________________________________________________________________
 DH6579* NAD 83(2007)-  40 18 20.96937(N)    121 08 35.38442(W)     ADJUSTED  
 DH6579* NAVD 88     -      1489.17   (meters)    4885.7    (feet)  LEVELING  
 DH6579  ___________________________________________________________________
 DH6579  EPOCH DATE  -        2007.00
 DH6579  X           -  -2,519,655.159 (meters)                     COMP
 DH6579  Y           -  -4,169,774.751 (meters)                     COMP
 DH6579  Z           -   4,104,888.599 (meters)                     COMP
 DH6579  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 DH6579  ELLIP HEIGHT-        1465.576 (meters)          (02/10/07) ADJUSTED
 DH6579  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 DH6579
 DH6579  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6579  Type    PID    Designation                      North   East  Ellip
 DH6579  -------------------------------------------------------------------
 DH6579  NETWORK DH6579 36 PLU 13.94                      1.65   1.47   3.19
 DH6579  -------------------------------------------------------------------
 DH6579  VERT ORDER  -  THIRD ?
 DH6579
 DH6579.The horizontal coordinates were established by GPS observations
 DH6579.and adjusted by the National Geodetic Survey in February 2007.
 DH6579
 DH6579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6579.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6579.The horizontal coordinates are valid at the epoch date displayed above.
 DH6579.The epoch date for horizontal control is a decimal equivalence
 DH6579.of Year/Month/Day.
 DH6579
 DH6579.The orthometric height was determined by differential leveling.
 DH6579.The vertical network tie was performed by a horz. field party for horz.
 DH6579.obs reductions. Reset procedures were used to establish the elevation.
 DH6579
 DH6579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6579
 DH6579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6579
 DH6579.The ellipsoidal height was determined by GPS observations
 DH6579.and is referenced to NAD 83.
 DH6579
 DH6579.The geoid height was determined by GEOID03.
 DH6579
 DH6579;                    North         East     Units Scale Factor Converg.
 DH6579;SPC CA 1     -   608,339.692 2,072,835.461   MT  0.99993702   +0 33 37.0
 DH6579;SPC CA 1     - 1,995,861.14  6,800,627.67   sFT  0.99993702   +0 33 37.0
 DH6579;UTM  10      - 4,463,355.968   657,794.313   MT  0.99990651   +1 12 05.0
 DH6579
 DH6579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6579!SPC CA 1     -   0.99977014  x   0.99993702  =   0.99970718
 DH6579!UTM  10      -   0.99977014  x   0.99990651  =   0.99967668
 DH6579
 DH6579                          SUPERSEDED SURVEY CONTROL
 DH6579
 DH6579  NAD 83(1998)-  40 18 20.96859(N)    121 08 35.38396(W) AD(2004.69) B
 DH6579  ELLIP H (09/28/05) 1465.602  (m)                       GP(       ) 4 1
 DH6579
 DH6579.Superseded values are not recommended for survey control.
 DH6579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6579.See file dsdata.txt to determine how the superseded data were derived.
 DH6579
 DH6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK5779463356(NAD 83)
 DH6579_MARKER: DD = SURVEY DISK
 DH6579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6579_STAMPING: 36 PLU 13.94 2004
 DH6579_MARK LOGO: CSRC  
 DH6579_PROJECTION: FLUSH
 DH6579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6579+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 DH6579_ROD/PIPE-DEPTH: 9.5  meters
 DH6579
 DH6579  HISTORY     - Date     Condition        Report By
 DH6579  HISTORY     - 20040808 MONUMENTED       CADT
 DH6579
 DH6579                          STATION DESCRIPTION
 DH6579
 DH6579'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6579'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN PLUMAS COUNTY AT
 DH6579'POSTMILE 13.94  ABOUT 7 KM EAST OF CHESTER, 12 KM WEST OF WESTWOOD,
 DH6579'AND 16 KM NORTH NORTHWEST OF  CANYONDAM.  TO REACH THE STATION FROM
 DH6579'THE INTERSECTION OF HIGHWAY 89 AND HIGHWAY 36  WEST OF CHESTER GO
 DH6579'EASTERLY ON HIGHWAY 36  1.86 KM TO THE PLUMAS COUNTY AIRPORT.
 DH6579'CONTINUE EASTERLY ON HIGHWAY 36 2.42 KM TO FIRST AVENUE IN CHESTER.
 DH6579'CONTINUE EASTERLY  ON HIGHWAY 36 6.19 KM TO THE ENTRANCE OF THE
 DH6579'ALMANOR SAFETY REST AREA.  CONTINUE  EASTERLY ON HIGHWAY 36 1.83 KM TO
 DH6579'BIG SPRINGS ROAD (PLUMAS COUNTY ROAD A-13).  TURN LEFT  AND GO NORTH
 DH6579'ON BIG SPRINGS ROAD 65 M TO THE ENTRANCE OF THE ALMANOR SNOWMOBILE
 DH6579'PARK.  TURN RIGHT INTO THE PARKING AREA OF THE SNOWMOBILE PARK  AND GO
 DH6579'TO THE STATION  ON THE RIGHT IN THE MIDDLE OF THE PARKING LOT.  THE
 DH6579'STATION IS A SURVEY DISK ENCASED IN  PVC PIPE WITH ACCESS COVER SET IN
 DH6579'CONCRETE FLUSH WITH THE GROUND 45 M SOUTHEAST OF AN  ORANGE CARSONITE
 DH6579'WITNESS POST, 36.5 M NORTHWEST OF THE SOUTHEAST EDGE OF PAVEMENT,
 DH6579'36.5 M NORTHEAST OF THE SOUTHWEST EDGE OF PAVEMENT, 60 M EAST OF A
 DH6579'MEMORIAL PLAQUE ON  A BOULDER FOR BILL HUNTER, AND 80.5 M SOUTH OF THE
 DH6579'NORTH CORNER OF THE PARKING LOT.
 DH6579' 
 DH6579'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6579'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0137 ***********************************************************************
 LV0137  DESIGNATION -  36 RS USGS
 LV0137  PID         -  LV0137
 LV0137  STATE/COUNTY-  CA/HUMBOLDT
 LV0137  USGS QUAD   -  CRANNELL (1975)
 LV0137
 LV0137                         *CURRENT SURVEY CONTROL
 LV0137  ___________________________________________________________________
 LV0137* NAD 83(1986)-  41 00 34.     (N)    124 04 58.     (W)     SCALED    
 LV0137* NAVD 88     -        11.479  (meters)      37.66   (feet)  ADJUSTED  
 LV0137  ___________________________________________________________________
 LV0137  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LV0137  DYNAMIC HT  -          11.474 (meters)      37.64  (feet)  COMP
 LV0137  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 LV0137
 LV0137  VERT ORDER  -  SECOND    CLASS 0
 LV0137
 LV0137.The horizontal coordinates were scaled from a topographic map and have
 LV0137.an estimated accuracy of +/- 6 seconds.
 LV0137
 LV0137.The orthometric height was determined by differential leveling
 LV0137.and adjusted in June 1991.
 LV0137
 LV0137.The geoid height was determined by GEOID03.
 LV0137
 LV0137.The dynamic height is computed by dividing the NAVD 88
 LV0137.geopotential number by the normal gravity value computed on the
 LV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0137.degrees latitude (g = 980.6199 gals.).
 LV0137
 LV0137.The modeled gravity was interpolated from observed gravity values.
 LV0137
 LV0137;                    North         East    Units  Estimated Accuracy
 LV0137;SPC CA 1     -   688,190.    1,824,820.      MT  (+/- 180 meters Scaled)
 LV0137
 LV0137                          SUPERSEDED SURVEY CONTROL
 LV0137
 LV0137  NGVD 29 (??/??/??)   10.452  (m)           34.29   (f) ADJUSTED    2 0
 LV0137
 LV0137.Superseded values are not recommended for survey control.
 LV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0137.See file dsdata.txt to determine how the superseded data were derived.
 LV0137
 LV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL089403(NAD 83)
 LV0137_MARKER: DD = SURVEY DISK
 LV0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0137_SP_SET: CONCRETE FOOTING
 LV0137_STAMPING: 36 RS 1933
 LV0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0137
 LV0137  HISTORY     - Date     Condition        Report By
 LV0137  HISTORY     - 1933     MONUMENTED       USGS
 LV0137  HISTORY     - 1947     GOOD             NGS
 LV0137  HISTORY     - 1965     MARK NOT FOUND   USPSQD
 LV0137
 LV0137                          STATION DESCRIPTION
 LV0137
 LV0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LV0137'AT CRANNELL.
 LV0137'AT CRANNELL, HUMBOLDT COUNTY, ON AN ABANDONED RAILROAD, 7 FEET
 LV0137'EAST OF THE NORTHEAST CORNER OF THE YARD OFFICE, AND IN THE
 LV0137'CONCRETE FOOTING OF THE 12- BY 12-INCH WOODEN UPRIGHTS.  A
 LV0137'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 36 RS
 LV0137'1933.
 LV0137
 LV0137                          STATION RECOVERY (1965)
 LV0137
 LV0137'RECOVERY NOTE BY US POWER SQUADRON 1965 (LPS)
 LV0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6386 ***********************************************************************
 DH6386  DESIGNATION -  36 TEH 103.95
 DH6386  PID         -  DH6386
 DH6386  STATE/COUNTY-  CA/TEHAMA
 DH6386  USGS QUAD   -  STOVER MTN (1995)
 DH6386
 DH6386                         *CURRENT SURVEY CONTROL
 DH6386  ___________________________________________________________________
 DH6386* NAD 83(2007)-  40 15 36.45688(N)    121 21 23.06315(W)     ADJUSTED  
 DH6386* NAVD 88     -      1498.12   (meters)    4915.1    (feet)  LEVELING  
 DH6386  ___________________________________________________________________
 DH6386  EPOCH DATE  -        2007.00
 DH6386  X           -  -2,536,867.852 (meters)                     COMP
 DH6386  Y           -  -4,163,176.186 (meters)                     COMP
 DH6386  Z           -   4,101,022.331 (meters)                     COMP
 DH6386  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DH6386  ELLIP HEIGHT-        1474.251 (meters)          (02/10/07) ADJUSTED
 DH6386  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 DH6386
 DH6386  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6386  Type    PID    Designation                      North   East  Ellip
 DH6386  -------------------------------------------------------------------
 DH6386  NETWORK DH6386 36 TEH 103.95                     1.27   1.23   2.84
 DH6386  -------------------------------------------------------------------
 DH6386  VERT ORDER  -  THIRD ?
 DH6386
 DH6386.The horizontal coordinates were established by GPS observations
 DH6386.and adjusted by the National Geodetic Survey in February 2007.
 DH6386
 DH6386.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6386.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6386.The horizontal coordinates are valid at the epoch date displayed above.
 DH6386.The epoch date for horizontal control is a decimal equivalence
 DH6386.of Year/Month/Day.
 DH6386
 DH6386.The orthometric height was determined by differential leveling.
 DH6386.The vertical network tie was performed by a horz. field party for horz.
 DH6386.obs reductions. Reset procedures were used to establish the elevation.
 DH6386
 DH6386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6386
 DH6386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6386
 DH6386.The ellipsoidal height was determined by GPS observations
 DH6386.and is referenced to NAD 83.
 DH6386
 DH6386.The geoid height was determined by GEOID03.
 DH6386
 DH6386;                    North         East     Units Scale Factor Converg.
 DH6386;SPC CA 1     -   603,110.631 2,054,746.301   MT  0.99994465   +0 25 15.0
 DH6386;SPC CA 1     - 1,978,705.46  6,741,280.16   sFT  0.99994465   +0 25 15.0
 DH6386;UTM  10      - 4,457,925.143   639,766.037   MT  0.99984047   +1 03 44.5
 DH6386
 DH6386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6386!SPC CA 1     -   0.99976878  x   0.99994465  =   0.99971345
 DH6386!UTM  10      -   0.99976878  x   0.99984047  =   0.99960929
 DH6386
 DH6386                          SUPERSEDED SURVEY CONTROL
 DH6386
 DH6386  NAD 83(1998)-  40 15 36.45599(N)    121 21 23.06247(W) AD(2004.69) B
 DH6386  ELLIP H (09/28/05) 1474.275  (m)                       GP(       ) 4 1
 DH6386
 DH6386.Superseded values are not recommended for survey control.
 DH6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6386.See file dsdata.txt to determine how the superseded data were derived.
 DH6386
 DH6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK3976657925(NAD 83)
 DH6386_MARKER: DD = SURVEY DISK
 DH6386_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6386_SP_SET: CADT BD ON PIPE IN CONC
 DH6386_STAMPING: 36 TEH 103.95
 DH6386_MARK LOGO: CADT  
 DH6386_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6386+STABILITY: SURFACE MOTION
 DH6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6386+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 DH6386
 DH6386  HISTORY     - Date     Condition        Report By
 DH6386  HISTORY     - 20040322 MONUMENTED       CADT
 DH6386
 DH6386                          STATION DESCRIPTION
 DH6386
 DH6386'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6386'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 AT POSTMILE 103.95 ABOUT
 DH6386'26 KM  SOUTHEAST OF MINERAL, 11 KM WEST OF CHESTER, AND 19 KM
 DH6386'NORTHWEST OF CANYON DAM.  TO  REACH THE STATION FROM THE INTERSECTION
 DH6386'OF HIGHWAY 32 AND HIGHWAY 36 WEST OF CHESTER  GO EAST ON HIGHWAY 36
 DH6386'6.44 KM TO THE STATION ON THE RIGHT JUST BEFORE THE TEHAMA PLUMAS
 DH6386'COUNTY LINE.  THE STATION IS A SURVEY DISK SET IN CONCRETE RECESSED 10
 DH6386'CM IN A GRAVELED  TURNOUT 13.0 M SOUTH OF THE YELLOW STRIPE OF HIGHWAY
 DH6386'36, 15.7 M NORTHWEST OF A METAL  GUARD POST, 17.5 M NORTHWEST OF AN
 DH6386'ORANGE CARSONITE WITNESS POST, AND 78 M WEST OF THE  TEHAMA PLUMAS
 DH6386'COUNTY LINE SIGN.
 DH6386' 
 DH6386'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6386'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6580 ***********************************************************************
 DH6580  DESIGNATION -  36 TEH 12.08
 DH6580  PID         -  DH6580
 DH6580  STATE/COUNTY-  CA/TRINITY
 DH6580  USGS QUAD   -  RAGLIN RIDGE (1976)
 DH6580
 DH6580                         *CURRENT SURVEY CONTROL
 DH6580  ___________________________________________________________________
 DH6580* NAD 83(2007)-  40 18 00.08704(N)    122 39 57.11155(W)     ADJUSTED  
 DH6580* NAVD 88     -       261.3    (meters)     857.     (feet)  GPS OBS   
 DH6580  ___________________________________________________________________
 DH6580  EPOCH DATE  -        2007.00
 DH6580  X           -  -2,629,286.412 (meters)                     COMP
 DH6580  Y           -  -4,100,906.700 (meters)                     COMP
 DH6580  Z           -   4,103,599.886 (meters)                     COMP
 DH6580  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 DH6580  ELLIP HEIGHT-         232.747 (meters)          (02/10/07) ADJUSTED
 DH6580  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DH6580
 DH6580  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6580  Type    PID    Designation                      North   East  Ellip
 DH6580  -------------------------------------------------------------------
 DH6580  NETWORK DH6580 36 TEH 12.08                      1.29   1.27   3.21
 DH6580  -------------------------------------------------------------------
 DH6580
 DH6580.The horizontal coordinates were established by GPS observations
 DH6580.and adjusted by the National Geodetic Survey in February 2007.
 DH6580
 DH6580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6580.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6580.The horizontal coordinates are valid at the epoch date displayed above.
 DH6580.The epoch date for horizontal control is a decimal equivalence
 DH6580.of Year/Month/Day.
 DH6580
 DH6580.The orthometric height was determined by GPS observations and a
 DH6580.high-resolution geoid model.
 DH6580
 DH6580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6580
 DH6580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6580
 DH6580.The ellipsoidal height was determined by GPS observations
 DH6580.and is referenced to NAD 83.
 DH6580
 DH6580.The geoid height was determined by GEOID03.
 DH6580
 DH6580;                    North         East     Units Scale Factor Converg.
 DH6580;SPC CA 1     -   607,554.592 1,943,392.971   MT  0.99993796   -0 26 07.4
 DH6580;SPC CA 1     - 1,993,285.36  6,375,948.44   sFT  0.99993796   -0 26 07.4
 DH6580;UTM  10      - 4,461,111.388   528,396.529   MT  0.99960993   +0 12 58.0
 DH6580
 DH6580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6580!SPC CA 1     -   0.99996349  x   0.99993796  =   0.99990145
 DH6580!UTM  10      -   0.99996349  x   0.99960993  =   0.99957343
 DH6580
 DH6580                          SUPERSEDED SURVEY CONTROL
 DH6580
 DH6580  NAD 83(1998)-  40 18 00.08616(N)    122 39 57.11150(W) AD(2004.69) B
 DH6580  ELLIP H (09/28/05)  232.778  (m)                       GP(       ) 4 1
 DH6580
 DH6580.Superseded values are not recommended for survey control.
 DH6580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6580.See file dsdata.txt to determine how the superseded data were derived.
 DH6580
 DH6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK2839761111(NAD 83)
 DH6580_MARKER: DD = SURVEY DISK
 DH6580_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6580+WITH SETTING: INFORMATION.
 DH6580_STAMPING: 36 TEH 12.08 2004
 DH6580_MARK LOGO: CSRC  
 DH6580_PROJECTION: FLUSH
 DH6580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6580+STABILITY: SURFACE MOTION
 DH6580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6580+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DH6580_ROD/PIPE-DEPTH: 2.1  meters
 DH6580
 DH6580  HISTORY     - Date     Condition        Report By
 DH6580  HISTORY     - 20040816 MONUMENTED       CADT
 DH6580
 DH6580                          STATION DESCRIPTION
 DH6580
 DH6580'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6580'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT
 DH6580'POSTMILE 12.08  ABOUT 17 KM SOUTHEAST OF BEEGUM, 20 KM SOUTH SOUTHWEST
 DH6580'OF ONO, AND 39 KM NORTHWEST  OF RED BLUFF.  TO REACH THE STATION FROM
 DH6580'THE INTERSECTION OF BOWMAN ROAD AND HIGHWAY  36 GO WESTERLY ON HIGHWAY
 DH6580'36 6.40 KM TO THE HIGHWAY BRIDGE OVER SALT CREEK (BRIDGE 8-30).
 DH6580'CONTINUE WESTERLY ON HIGHWAY 36 11.10 KM TO THE STATION ON THE LEFT.
 DH6580'THE STATION IS A  SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER
 DH6580'SET IN CONCRETE FLUSH WITH THE  GROUND 1.0 M NORTH OF AN ORANGE
 DH6580'CARSONITE WITNESS POST, 1.0 M WEST OF A WHITE  CARSONITE POST WITH
 DH6580'AMBER REFLECTOR, 1.0 M NORTH OF THE SOUTH RIGHT OF WAY FENCE, 41.5  M
 DH6580'SOUTH OF THE YELLOW STRIPE OF HIGHWAY 36, 86 M WEST OF A 1.0 M
 DH6580'DIAMETER OAK CLUIMP IN  THE FENCE, 93.5 M WEST OF A CONCRETE BOX
 DH6580'CULVERT INLET, AND ABOUT 3 M ABOVE THE HIGHWAY.
 DH6580' 
 DH6580'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6580'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6581 ***********************************************************************
 DH6581  DESIGNATION -  36 TEH 29.06
 DH6581  PID         -  DH6581
 DH6581  STATE/COUNTY-  CA/TEHAMA
 DH6581  USGS QUAD   -  BLOSSOM (1969)
 DH6581
 DH6581                         *CURRENT SURVEY CONTROL
 DH6581  ___________________________________________________________________
 DH6581* NAD 83(2007)-  40 13 35.14498(N)    122 25 39.49185(W)     ADJUSTED  
 DH6581* NAVD 88     -       209.4    (meters)     687.     (feet)  GPS OBS   
 DH6581  ___________________________________________________________________
 DH6581  EPOCH DATE  -        2007.00
 DH6581  X           -  -2,615,023.554 (meters)                     COMP
 DH6581  Y           -  -4,116,227.823 (meters)                     COMP
 DH6581  Z           -   4,097,329.946 (meters)                     COMP
 DH6581  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 DH6581  ELLIP HEIGHT-         180.379 (meters)          (02/10/07) ADJUSTED
 DH6581  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH6581
 DH6581  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6581  Type    PID    Designation                      North   East  Ellip
 DH6581  -------------------------------------------------------------------
 DH6581  NETWORK DH6581 36 TEH 29.06                      1.45   1.20   2.92
 DH6581  -------------------------------------------------------------------
 DH6581
 DH6581.The horizontal coordinates were established by GPS observations
 DH6581.and adjusted by the National Geodetic Survey in February 2007.
 DH6581
 DH6581.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6581.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6581.The horizontal coordinates are valid at the epoch date displayed above.
 DH6581.The epoch date for horizontal control is a decimal equivalence
 DH6581.of Year/Month/Day.
 DH6581
 DH6581.The orthometric height was determined by GPS observations and a
 DH6581.high-resolution geoid model.
 DH6581
 DH6581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6581
 DH6581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6581
 DH6581.The ellipsoidal height was determined by GPS observations
 DH6581.and is referenced to NAD 83.
 DH6581
 DH6581.The geoid height was determined by GEOID03.
 DH6581
 DH6581;                    North         East     Units Scale Factor Converg.
 DH6581;SPC CA 1     -   599,256.807 1,963,605.303   MT  0.99995067   -0 16 46.6
 DH6581;SPC CA 1     - 1,966,061.71  6,442,261.73   sFT  0.99995067   -0 16 46.6
 DH6581;UTM  10      - 4,453,046.212   548,695.145   MT  0.99962919   +0 22 10.7
 DH6581
 DH6581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6581!SPC CA 1     -   0.99997170  x   0.99995067  =   0.99992238
 DH6581!UTM  10      -   0.99997170  x   0.99962919  =   0.99960090
 DH6581
 DH6581                          SUPERSEDED SURVEY CONTROL
 DH6581
 DH6581  NAD 83(1998)-  40 13 35.14397(N)    122 25 39.49183(W) AD(2004.69) B
 DH6581  ELLIP H (09/28/05)  180.413  (m)                       GP(       ) 4 1
 DH6581
 DH6581.Superseded values are not recommended for survey control.
 DH6581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6581.See file dsdata.txt to determine how the superseded data were derived.
 DH6581
 DH6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK4869553046(NAD 83)
 DH6581_MARKER: DD = SURVEY DISK
 DH6581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6581_STAMPING: 36 TEH 29.06 2004
 DH6581_MARK LOGO: CSRC  
 DH6581_PROJECTION: FLUSH
 DH6581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6581+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DH6581_ROD/PIPE-DEPTH: 3.05 meters
 DH6581
 DH6581  HISTORY     - Date     Condition        Report By
 DH6581  HISTORY     - 20040816 MONUMENTED       CADT
 DH6581
 DH6581                          STATION DESCRIPTION
 DH6581
 DH6581'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6581'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT
 DH6581'POSTMILE 29.06  ABOUT 17 KM NORTHWEST OF RED BLUFF, 22 KM SOUTHWEST OF
 DH6581'COTTONWOOD, AND 39 KM  SOUTHEAST OF BEEGUM.  TO REACH THE STATION FROM
 DH6581'THE INTERSECTION OF BOWMAN ROAD AND  HIGHWAY 36 GO EASTERLY ON HIGHWAY
 DH6581'36 9.10 KM TO THE STATION ON THE RIGHT.  THE STATION IS  A SURVEY DISK
 DH6581'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE
 DH6581'GROUND 1.1 M SOUTH OF A WHITE CARSONITE POST WITH AMBER REFLECTOR, 1.3
 DH6581'M NORTH OF AN  ORNAGE CARSONITE WITNESS POST, W.0 M NORTH OF THE TOP
 DH6581'OF FILL, 11.1 M SOUTH OF THE  YELLOW STRIPE OF HIGHWAY 36, AND 61 M
 DH6581'EAST OF A CONCRETE CULVERT HEADWALL.                             THIS
 DH6581'STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT
 DH6581'MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6582 ***********************************************************************
 DH6582  DESIGNATION -  36 TEH 48.89
 DH6582  PID         -  DH6582
 DH6582  STATE/COUNTY-  CA/TEHAMA
 DH6582  USGS QUAD   -  RED BLUFF EAST (1976)
 DH6582
 DH6582                         *CURRENT SURVEY CONTROL
 DH6582  ___________________________________________________________________
 DH6582* NAD 83(2007)-  40 14 55.50552(N)    122 08 57.52221(W)     ADJUSTED  
 DH6582* NAVD 88     -       188.9    (meters)     620.     (feet)  GPS OBS   
 DH6582  ___________________________________________________________________
 DH6582  EPOCH DATE  -        2007.00
 DH6582  X           -  -2,594,137.514 (meters)                     COMP
 DH6582  Y           -  -4,127,513.952 (meters)                     COMP
 DH6582  Z           -   4,099,209.564 (meters)                     COMP
 DH6582  LAPLACE CORR-          11.25  (seconds)                    DEFLEC99
 DH6582  ELLIP HEIGHT-         160.916 (meters)          (02/10/07) ADJUSTED
 DH6582  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DH6582
 DH6582  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6582  Type    PID    Designation                      North   East  Ellip
 DH6582  -------------------------------------------------------------------
 DH6582  NETWORK DH6582 36 TEH 48.89                      1.22   1.22   3.02
 DH6582  -------------------------------------------------------------------
 DH6582
 DH6582.The horizontal coordinates were established by GPS observations
 DH6582.and adjusted by the National Geodetic Survey in February 2007.
 DH6582
 DH6582.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6582.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6582.The horizontal coordinates are valid at the epoch date displayed above.
 DH6582.The epoch date for horizontal control is a decimal equivalence
 DH6582.of Year/Month/Day.
 DH6582
 DH6582.The orthometric height was determined by GPS observations and a
 DH6582.high-resolution geoid model.
 DH6582
 DH6582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6582
 DH6582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6582
 DH6582.The ellipsoidal height was determined by GPS observations
 DH6582.and is referenced to NAD 83.
 DH6582
 DH6582.The geoid height was determined by GEOID03.
 DH6582
 DH6582;                    North         East     Units Scale Factor Converg.
 DH6582;SPC CA 1     -   601,657.351 1,987,296.767   MT  0.99994664   -0 05 51.5
 DH6582;SPC CA 1     - 1,973,937.49  6,519,989.48   sFT  0.99994664   -0 05 51.5
 DH6582;UTM  10      - 4,455,713.843   572,350.763   MT  0.99966444   +0 32 58.8
 DH6582
 DH6582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6582!SPC CA 1     -   0.99997476  x   0.99994664  =   0.99992140
 DH6582!UTM  10      -   0.99997476  x   0.99966444  =   0.99963921
 DH6582
 DH6582                          SUPERSEDED SURVEY CONTROL
 DH6582
 DH6582  NAD 83(1998)-  40 14 55.50432(N)    122 08 57.52231(W) AD(2004.69) B
 DH6582  ELLIP H (09/28/05)  160.951  (m)                       GP(       ) 4 1
 DH6582
 DH6582.Superseded values are not recommended for survey control.
 DH6582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6582.See file dsdata.txt to determine how the superseded data were derived.
 DH6582
 DH6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK7235155714(NAD 83)
 DH6582_MARKER: DD = SURVEY DISK
 DH6582_SETTING: 66 = SET IN ROCK OUTCROP
 DH6582_STAMPING: 36 TEH 48.89
 DH6582_MARK LOGO: CADT  
 DH6582_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6582+STABILITY: POSITION/ELEVATION WELL
 DH6582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6582+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 DH6582
 DH6582  HISTORY     - Date     Condition        Report By
 DH6582  HISTORY     - 20040122 MONUMENTED       CADT
 DH6582
 DH6582                          STATION DESCRIPTION
 DH6582
 DH6582'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6582'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT
 DH6582'POSTMILE 48.86  ABOUT 11 KM NORTHEAST OF RED BLUFF, 10 KM SOUTHWEST OF
 DH6582'DALES, AND 13 KM NORTH  NORTHWEST OF DAIRYVILLE.  TO REACH THE STATION
 DH6582'FROM THE INTERSECTION OF HIGHWAY 99 AND  HIGHWAY 36 IN EAST RED BLUFF
 DH6582'GO NORTHERLY ON HIGHWAY 36 2.25 KM TO STICE ROAD.  CONTINUE  NORTHERLY
 DH6582'ON HIGHWAY 36 5.57 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DH6582'SURVEY DISK  EPOXIED TO A ROCK OUTCROP 6.7 M EAST OF AN ORANGE
 DH6582'CARSONITE WITNESS POST, 1.5 M  NORTHEAST OF A WHITE CARSONITE POST
 DH6582'WITH AMBER REFLECTOR, 22 M NORTHWEST OF THE  YELLOW STRIPE OF HIGHWAY
 DH6582'36, 1.5 M NORTHEAST OF A WHITE CARSONITE GUARD POST, 6.7 M  SOUTHEAST
 DH6582'OF A BARBED WIRE RIGHT OF WAY FENCE, 17.8 M NORTHEAST OF A 0.6 M
 DH6582'DIAMETER OAK  TREE, AND 68 M NORTHWEST OF POWER POLE 11-118.
 DH6582'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6582'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6583 ***********************************************************************
 DH6583  DESIGNATION -  36 TEH 57.20
 DH6583  PID         -  DH6583
 DH6583  STATE/COUNTY-  CA/TEHAMA
 DH6583  USGS QUAD   -  DALES (1976)
 DH6583
 DH6583                         *CURRENT SURVEY CONTROL
 DH6583  ___________________________________________________________________
 DH6583* NAD 83(2007)-  40 18 57.43019(N)    122 02 05.44226(W)     ADJUSTED  
 DH6583* NAVD 88     -       264.83   (meters)     868.9    (feet)  LEVELING  
 DH6583  ___________________________________________________________________
 DH6583  EPOCH DATE  -        2007.00
 DH6583  X           -  -2,583,358.126 (meters)                     COMP
 DH6583  Y           -  -4,128,647.858 (meters)                     COMP
 DH6583  Z           -   4,104,951.881 (meters)                     COMP
 DH6583  LAPLACE CORR-          13.72  (seconds)                    DEFLEC99
 DH6583  ELLIP HEIGHT-         237.620 (meters)          (02/10/07) ADJUSTED
 DH6583  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DH6583
 DH6583  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6583  Type    PID    Designation                      North   East  Ellip
 DH6583  -------------------------------------------------------------------
 DH6583  NETWORK DH6583 36 TEH 57.20                      1.35   1.39   3.51
 DH6583  -------------------------------------------------------------------
 DH6583  VERT ORDER  -  THIRD ?
 DH6583
 DH6583.The horizontal coordinates were established by GPS observations
 DH6583.and adjusted by the National Geodetic Survey in February 2007.
 DH6583
 DH6583.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6583.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6583.The horizontal coordinates are valid at the epoch date displayed above.
 DH6583.The epoch date for horizontal control is a decimal equivalence
 DH6583.of Year/Month/Day.
 DH6583
 DH6583.The orthometric height was determined by differential leveling.
 DH6583.The vertical network tie was performed by a horz. field party for horz.
 DH6583.obs reductions. Reset procedures were used to establish the elevation.
 DH6583
 DH6583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6583
 DH6583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6583
 DH6583.The ellipsoidal height was determined by GPS observations
 DH6583.and is referenced to NAD 83.
 DH6583
 DH6583.The geoid height was determined by GEOID03.
 DH6583
 DH6583;                    North         East     Units Scale Factor Converg.
 DH6583;SPC CA 1     -   609,108.712 1,997,038.396   MT  0.99993542   -0 01 22.0
 DH6583;SPC CA 1     - 1,998,384.17  6,551,950.14   sFT  0.99993542   -0 01 22.0
 DH6583;UTM  10      - 4,463,272.754   582,005.011   MT  0.99968278   +0 37 28.2
 DH6583
 DH6583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6583!SPC CA 1     -   0.99996273  x   0.99993542  =   0.99989815
 DH6583!UTM  10      -   0.99996273  x   0.99968278  =   0.99964552
 DH6583
 DH6583                          SUPERSEDED SURVEY CONTROL
 DH6583
 DH6583  NAD 83(1998)-  40 18 57.42884(N)    122 02 05.44231(W) AD(2004.69) B
 DH6583  ELLIP H (09/28/05)  237.647  (m)                       GP(       ) 4 1
 DH6583
 DH6583.Superseded values are not recommended for survey control.
 DH6583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6583.See file dsdata.txt to determine how the superseded data were derived.
 DH6583
 DH6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK8200563273(NAD 83)
 DH6583_MARKER: DD = SURVEY DISK
 DH6583_SETTING: 66 = SET IN ROCK OUTCROP
 DH6583_STAMPING: 36 TEH 57.20
 DH6583_MARK LOGO: CADT  
 DH6583_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6583+STABILITY: POSITION/ELEVATION WELL
 DH6583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6583+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 DH6583
 DH6583  HISTORY     - Date     Condition        Report By
 DH6583  HISTORY     - 20040122 MONUMENTED       CADT
 DH6583
 DH6583                          STATION DESCRIPTION
 DH6583
 DH6583'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6583'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT
 DH6583'POSTMILE 57.20       ABOUT 3 KM EAST NORTHEAST OF DALES, 19 KM
 DH6583'SOUTHWEST OF MANTON, AND 23 KM NORTHEAST OF  RED BLUFF.  TO REACH THE
 DH6583'STATION FROM THE INTERSECTION OF HIGHWAY 99 AND HIGHWAY 36 IN  EAST
 DH6583'RED BLUFF GO NORTHERLY ON HIGHWAY 36 2.25 KM TO STICE ROAD.  CONTINUE
 DH6583'NORTHERLY ON  HIGHWAY 36 5.57 KM TO THE STATION ON THE LEFT.  CONTINUE
 DH6583'NORTHERLY ON HIGHWAY 36 10.30  KM TO MANTON ROAD ON THE LEFT IN DALES
 DH6583'STATION.  CONTINUE NORTHERLY ON HIGHWAY 36 3.12  KM TO THE STATION ON
 DH6583'THE LEFT.  THE STATION IS A SURVEY DISK EPOXIED IN A ROCK OUTCROP  7.3
 DH6583'M SOUTH OF AN ORANGE CARSONITE WITNESS POST, 4.1 M NORTH OF A WHITE
 DH6583'CARSONITE POST  WITH AMBER REFLECTOR, 22 M NORTH OF THE YELLOW STRIPE
 DH6583'OF HIGHWAY 36, 8.2 M SOUTH OF A  WHITE CARSONITE GUARD POST WITH AMBER
 DH6583'REFLECTOR, 8.2 M SOUTH OF A BARBED WIRE RIGHT OF  WAY FENCE, 43 M
 DH6583'NORTH OF A UTILITY POLE.
 DH6583'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6583'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6086 ***********************************************************************
 DH6086  DESIGNATION -  36 TEH 67.30
 DH6086  PID         -  DH6086
 DH6086  STATE/COUNTY-  CA/TEHAMA
 DH6086  USGS QUAD   -  FINLEY BUTTE (1995)
 DH6086
 DH6086                         *CURRENT SURVEY CONTROL
 DH6086  ___________________________________________________________________
 DH6086* NAD 83(2007)-  40 20 48.61738(N)    121 51 43.78382(W)     ADJUSTED  
 DH6086* NAVD 88     -       679.7    (meters)    2230.     (feet)  GPS OBS   
 DH6086  ___________________________________________________________________
 DH6086  EPOCH DATE  -        2007.00
 DH6086  X           -  -2,569,898.829 (meters)                     COMP
 DH6086  Y           -  -4,134,799.166 (meters)                     COMP
 DH6086  Z           -   4,107,835.778 (meters)                     COMP
 DH6086  LAPLACE CORR-          16.42  (seconds)                    DEFLEC99
 DH6086  ELLIP HEIGHT-         653.761 (meters)          (02/10/07) ADJUSTED
 DH6086  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DH6086
 DH6086  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6086  Type    PID    Designation                      North   East  Ellip
 DH6086  -------------------------------------------------------------------
 DH6086  NETWORK DH6086 36 TEH 67.30                      1.82   1.94   3.72
 DH6086  -------------------------------------------------------------------
 DH6086
 DH6086.The horizontal coordinates were established by GPS observations
 DH6086.and adjusted by the National Geodetic Survey in February 2007.
 DH6086
 DH6086.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6086.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6086.The horizontal coordinates are valid at the epoch date displayed above.
 DH6086.The epoch date for horizontal control is a decimal equivalence
 DH6086.of Year/Month/Day.
 DH6086
 DH6086.The orthometric height was determined by GPS observations and a
 DH6086.high-resolution geoid model.
 DH6086
 DH6086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6086
 DH6086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6086
 DH6086.The ellipsoidal height was determined by GPS observations
 DH6086.and is referenced to NAD 83.
 DH6086
 DH6086.The geoid height was determined by GEOID03.
 DH6086
 DH6086;                    North         East     Units Scale Factor Converg.
 DH6086;SPC CA 1     -   612,546.642 2,011,709.919   MT  0.99993072   +0 05 24.5
 DH6086;SPC CA 1     - 2,009,663.44  6,600,084.96   sFT  0.99993072   +0 05 24.5
 DH6086;UTM  10      - 4,466,875.270   596,633.350   MT  0.99971495   +0 44 12.1
 DH6086
 DH6086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6086!SPC CA 1     -   0.99989745  x   0.99993072  =   0.99982818
 DH6086!UTM  10      -   0.99989745  x   0.99971495  =   0.99961243
 DH6086
 DH6086                          SUPERSEDED SURVEY CONTROL
 DH6086
 DH6086  NAD 83(1998)-  40 20 48.61625(N)    121 51 43.78361(W) AD(2004.69) A
 DH6086  ELLIP H (09/13/05)  653.785  (m)                       GP(2004.69) 4 1
 DH6086
 DH6086.Superseded values are not recommended for survey control.
 DH6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6086.See file dsdata.txt to determine how the superseded data were derived.
 DH6086
 DH6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK9663366875(NAD 83)
 DH6086_MARKER: DD = SURVEY DISK
 DH6086_SETTING: 66 = SET IN ROCK OUTCROP
 DH6086_STAMPING: 36 TEH 67.30
 DH6086_MARK LOGO: CADT  
 DH6086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6086+STABILITY: POSITION/ELEVATION WELL
 DH6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6086+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6086
 DH6086  HISTORY     - Date     Condition        Report By
 DH6086  HISTORY     - 20040122 MONUMENTED       CADT
 DH6086  HISTORY     - 20041005 GOOD             CADT
 DH6086
 DH6086                          STATION DESCRIPTION
 DH6086
 DH6086'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6086'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT
 DH6086'POSTMILE 67.30   NORTH OF THE INTERSECTION OF HIGHWAY 36 AND LATKA
 DH6086'ROAD ABOUT 5 KM NORTHEAST OF  PAYNES CREEK, 10 KM SOUTH OF MANTON, AND
 DH6086'22 KM WEST OF MINERAL.   TO REACH THE STATION FROM THE  INTERSECTION
 DH6086'OF MANTON ROAD AND HIGHWAY 36 IN DALES STATION, GO EAST ON HIGHWAY 36
 DH6086'7.96  KM TO TROUT FARM ROAD ON THE RIGHT.  CONTINUE EASTERLY ON
 DH6086'HIGHWAY 36 6.76 KM TO LANES  VALLEY ROAD ON THE LEFT.  CONTINUE
 DH6086'EASTERLY ON HIGHWAY 36 4.62 KM TO THE STATION ON THE  LEFT.   THE
 DH6086'STATION IS A SURVEY DISK EPOXIED TO A ROCK OUTCROP 12.3 M NORTH OF THE
 DH6086'YELLOW  STRIPE OF HIGHWAY 36, 2.4 M EAST OF A WHITE CARSONITE GUARD
 DH6086'POST WITH AMBER REFLECTOR,  5.5 M SOUTH OF AN ORANGE CARSONITE WITNESS
 DH6086'POST, 10.4 M SOUTH OF A WIRE MESH RIGHT OF  WAY FENCE, 18 M SOUTHWEST
 DH6086'OF THE SOUTWEST CORNER OF A STUCCO GATE PILASTER,  21 M  WEST OF THE
 DH6086'CENTER OF A PRIVATE DRIVEWAY, AND 43 MNORTHWEST OF A POWER POLE IN THE
 DH6086'SOUTHEAST QUADRANT OF THE INTERSECTION OF HIGHWAY 36 AND LATKA LANE.
 DH6086'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6086'HEIGHT  MODERNIZATION PROJECT.
 DH6086
 DH6086                          STATION RECOVERY (2004)
 DH6086
 DH6086'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6086'RECOVERED IN GOOD CONDITION.                                  THIS
 DH6086'STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT
 DH6086'MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6584 ***********************************************************************
 DH6584  DESIGNATION -  36 TRI 10.08
 DH6584  PID         -  DH6584
 DH6584  STATE/COUNTY-  CA/TRINITY
 DH6584  USGS QUAD   -  SPORTSHAVEN (1973)
 DH6584
 DH6584                         *CURRENT SURVEY CONTROL
 DH6584  ___________________________________________________________________
 DH6584* NAD 83(2007)-  40 23 46.68436(N)    123 26 09.25003(W)     ADJUSTED  
 DH6584* NAVD 88     -      1242.5    (meters)    4076.     (feet)  GPS OBS   
 DH6584  ___________________________________________________________________
 DH6584  EPOCH DATE  -        2007.00
 DH6584  X           -  -2,680,760.174 (meters)                     COMP
 DH6584  Y           -  -4,060,048.030 (meters)                     COMP
 DH6584  Z           -   4,112,383.835 (meters)                     COMP
 DH6584  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 DH6584  ELLIP HEIGHT-        1214.100 (meters)          (02/10/07) ADJUSTED
 DH6584  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DH6584
 DH6584  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6584  Type    PID    Designation                      North   East  Ellip
 DH6584  -------------------------------------------------------------------
 DH6584  NETWORK DH6584 36 TRI 10.08                      1.53   1.49   3.68
 DH6584  -------------------------------------------------------------------
 DH6584
 DH6584.The horizontal coordinates were established by GPS observations
 DH6584.and adjusted by the National Geodetic Survey in February 2007.
 DH6584
 DH6584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6584.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6584.The horizontal coordinates are valid at the epoch date displayed above.
 DH6584.The epoch date for horizontal control is a decimal equivalence
 DH6584.of Year/Month/Day.
 DH6584
 DH6584.The orthometric height was determined by GPS observations and a
 DH6584.high-resolution geoid model.
 DH6584
 DH6584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6584
 DH6584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6584
 DH6584.The ellipsoidal height was determined by GPS observations
 DH6584.and is referenced to NAD 83.
 DH6584
 DH6584.The geoid height was determined by GEOID03.
 DH6584
 DH6584;                    North         East     Units Scale Factor Converg.
 DH6584;SPC CA 1     -   619,028.240 1,878,109.259   MT  0.99992378   -0 56 20.1
 DH6584;SPC CA 1     - 2,030,928.48  6,161,763.46   sFT  0.99992378   -0 56 20.1
 DH6584;UTM  10      - 4,471,835.483   463,007.406   MT  0.99961684   -0 16 57.0
 DH6584
 DH6584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6584!SPC CA 1     -   0.99980958  x   0.99992378  =   0.99973337
 DH6584!UTM  10      -   0.99980958  x   0.99961684  =   0.99942649
 DH6584
 DH6584                          SUPERSEDED SURVEY CONTROL
 DH6584
 DH6584  NAD 83(1998)-  40 23 46.68333(N)    123 26 09.24886(W) AD(2004.69) B
 DH6584  ELLIP H (09/28/05) 1214.124  (m)                       GP(       ) 4 1
 DH6584
 DH6584.Superseded values are not recommended for survey control.
 DH6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6584.See file dsdata.txt to determine how the superseded data were derived.
 DH6584
 DH6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK6300771835(NAD 83)
 DH6584_MARKER: DD = SURVEY DISK
 DH6584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6584_STAMPING: 36 TRI 10.08 2004
 DH6584_MARK LOGO: CSRC  
 DH6584_PROJECTION: FLUSH
 DH6584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6584+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DH6584_ROD/PIPE-DEPTH: 3.05 meters
 DH6584
 DH6584  HISTORY     - Date     Condition        Report By
 DH6584  HISTORY     - 20040819 MONUMENTED       CADT
 DH6584
 DH6584                          STATION DESCRIPTION
 DH6584
 DH6584'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6584'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TRINITY COUNTY AT
 DH6584'POSTMILE 10.08  ABOUT 10 KM WEST NORTHWEST OF FOREST GLEN, 11 KM
 DH6584'SOUTHEAST OF THE MAD RIVER RANGER  STATION, AND 27 KM SOUTHWEST OF
 DH6584'HAYFORK.  TO REACH THE STATION FROM THE HUMBOLDT  TRINITY COUNTY LINE
 DH6584'ON HIGHWAY 36 GO EASTERLY ON HIGHWAY 36 5.35 KM TO LOWER MAD RIVER
 DH6584'ROAD (TRINITY COUNTY ROAD 501).  CONTINUE EASTERLY ON HIGHWAY 36 5.20
 DH6584'KM TO 93RD STREET.   CONTINUE EASTERLY ON HIGHWAY 36 4.41 KM TO THE
 DH6584'STATION ON THE RIGHT AT SOUTH FORK  MOUNTAIN SUMITT.  THE STATION IS A
 DH6584'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET  IN CONCRETE
 DH6584'FLUSH WITH THE GROUND 0.8 M EAST OF AN ORANGE CARSONITE WITNESS POST,
 DH6584'0.8 M  WEST OF MILE MARKER 10.08 AH/9.29 BK, 0.9 M NORTH OF A WHITE
 DH6584'CARSONITE POST WITH AMBER  REFLECTOR, 8.8 M WEST OF THE YELLOW STRIPE
 DH6584'OF HIGHWAY 36, AND 63 M NORTHWEST OF THE  INTERSECTION OF USFS ROAD 23
 DH6584'AND HIGHWAY 36.       THIS STATION WAS OCCUPIED AS A PART OF THE
 DH6584'CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6585 ***********************************************************************
 DH6585  DESIGNATION -  36 TRI 21.51
 DH6585  PID         -  DH6585
 DH6585  STATE/COUNTY-  CA/TRINITY
 DH6585  USGS QUAD   -  NAUFUS CREEK (1979)
 DH6585
 DH6585                         *CURRENT SURVEY CONTROL
 DH6585  ___________________________________________________________________
 DH6585* NAD 83(2007)-  40 23 33.51682(N)    123 15 27.45829(W)     ADJUSTED  
 DH6585* NAVD 88     -       887.0    (meters)    2910.     (feet)  GPS OBS   
 DH6585  ___________________________________________________________________
 DH6585  EPOCH DATE  -        2007.00
 DH6585  X           -  -2,668,110.533 (meters)                     COMP
 DH6585  Y           -  -4,068,363.633 (meters)                     COMP
 DH6585  Z           -   4,111,844.456 (meters)                     COMP
 DH6585  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 DH6585  ELLIP HEIGHT-         859.184 (meters)          (02/10/07) ADJUSTED
 DH6585  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DH6585
 DH6585  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6585  Type    PID    Designation                      North   East  Ellip
 DH6585  -------------------------------------------------------------------
 DH6585  NETWORK DH6585 36 TRI 21.51                      1.18   1.16   2.94
 DH6585  -------------------------------------------------------------------
 DH6585
 DH6585.The horizontal coordinates were established by GPS observations
 DH6585.and adjusted by the National Geodetic Survey in February 2007.
 DH6585
 DH6585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6585.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6585.The horizontal coordinates are valid at the epoch date displayed above.
 DH6585.The epoch date for horizontal control is a decimal equivalence
 DH6585.of Year/Month/Day.
 DH6585
 DH6585.The orthometric height was determined by GPS observations and a
 DH6585.high-resolution geoid model.
 DH6585
 DH6585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6585
 DH6585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6585
 DH6585.The ellipsoidal height was determined by GPS observations
 DH6585.and is referenced to NAD 83.
 DH6585
 DH6585.The geoid height was determined by GEOID03.
 DH6585
 DH6585;                    North         East     Units Scale Factor Converg.
 DH6585;SPC CA 1     -   618,389.559 1,893,235.745   MT  0.99992427   -0 49 20.4
 DH6585;SPC CA 1     - 2,028,833.08  6,211,390.94   sFT  0.99992427   -0 49 20.4
 DH6585;UTM  10      - 4,471,370.150   478,135.473   MT  0.99960588   -0 10 01.0
 DH6585
 DH6585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6585!SPC CA 1     -   0.99986524  x   0.99992427  =   0.99978952
 DH6585!UTM  10      -   0.99986524  x   0.99960588  =   0.99947117
 DH6585
 DH6585                          SUPERSEDED SURVEY CONTROL
 DH6585
 DH6585  NAD 83(1998)-  40 23 33.51585(N)    123 15 27.45732(W) AD(2004.69) B
 DH6585  ELLIP H (09/28/05)  859.204  (m)                       GP(       ) 4 1
 DH6585
 DH6585.Superseded values are not recommended for survey control.
 DH6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6585.See file dsdata.txt to determine how the superseded data were derived.
 DH6585
 DH6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK7813571370(NAD 83)
 DH6585_MARKER: DD = SURVEY DISK
 DH6585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6585+WITH SETTING: INFORMATION.
 DH6585_STAMPING: 36 TRI 21.51 2004
 DH6585_MARK LOGO: CSRC  
 DH6585_PROJECTION: FLUSH
 DH6585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6585+STABILITY: SURFACE MOTION
 DH6585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6585+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DH6585_ROD/PIPE-DEPTH: 1.7  meters
 DH6585
 DH6585  HISTORY     - Date     Condition        Report By
 DH6585  HISTORY     - 20040819 MONUMENTED       CADT
 DH6585
 DH6585                          STATION DESCRIPTION
 DH6585
 DH6585'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6585'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TRINITY COUNTY AT
 DH6585'POSTMILE 21.51  ABOUT 6KM NORTHEAST OF FOREST GLEN, 19 KM SOUTH
 DH6585'SOUTHWEST OF HAYFORK, AND 31 KM WEST  NORTHWEST OF PLATINA.  TO REACH
 DH6585'THE STATION FROM THE INTERSECTION OF HIGHWAY 3 AND  HIGHWAY 36 SOUTH
 DH6585'OF HAYFORK GO WESTERLY ON HIGHWAY 36 2.37 KM TO BRAMLET ROAD ON THE
 DH6585'LEFT.  CONTINUE WESTERLY ON HIGHWAY 36 6.84 KM TO THE STATION ON THE
 DH6585'LEFT.  THE STATION IS  A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS
 DH6585'COVER SET IN CONCRETE FLUSH WITH THE  GROUND  1.3 M NORTH OF AN ORANGE
 DH6585'CARSONITE WITNESS POST, 1.0 M WEST OF A WHITE  CARSONITE POST WITH
 DH6585'AMBER REFLECTOR, 2.3 M NORTH OF THE TOP OF FILL, 18.5 M SOUTHEAST OF
 DH6585'THE SOUTHWEST CORNER OF A CONCRETE TRUCK SCALES, 29 M WEST OF CULVERT
 DH6585'GUIDE POST  21.33, AND 33.5 M SOUTH OF THE YELLOW STRIPE OF HIGHWAY
 DH6585'36.
 DH6585'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6585'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6586 ***********************************************************************
 DH6586  DESIGNATION -  36 TRI 35.53
 DH6586  PID         -  DH6586
 DH6586  STATE/COUNTY-  CA/TRINITY
 DH6586  USGS QUAD   -  
 DH6586
 DH6586                         *CURRENT SURVEY CONTROL
 DH6586  ___________________________________________________________________
 DH6586* NAD 83(2007)-  40 23 47.86893(N)    123 06 02.55391(W)     ADJUSTED  
 DH6586* NAVD 88     -      1334.8    (meters)    4379.     (feet)  GPS OBS   
 DH6586  ___________________________________________________________________
 DH6586  EPOCH DATE  -        2007.00
 DH6586  X           -  -2,656,988.091 (meters)                     COMP
 DH6586  Y           -  -4,075,701.192 (meters)                     COMP
 DH6586  Z           -   4,112,472.120 (meters)                     COMP
 DH6586  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DH6586  ELLIP HEIGHT-        1307.381 (meters)          (02/10/07) ADJUSTED
 DH6586  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH6586
 DH6586  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6586  Type    PID    Designation                      North   East  Ellip
 DH6586  -------------------------------------------------------------------
 DH6586  NETWORK DH6586 36 TRI 35.53                      1.16   1.12   2.98
 DH6586  -------------------------------------------------------------------
 DH6586
 DH6586.The horizontal coordinates were established by GPS observations
 DH6586.and adjusted by the National Geodetic Survey in February 2007.
 DH6586
 DH6586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6586.The horizontal coordinates are valid at the epoch date displayed above.
 DH6586.The epoch date for horizontal control is a decimal equivalence
 DH6586.of Year/Month/Day.
 DH6586
 DH6586.The orthometric height was determined by GPS observations and a
 DH6586.high-resolution geoid model.
 DH6586
 DH6586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6586
 DH6586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6586
 DH6586.The ellipsoidal height was determined by GPS observations
 DH6586.and is referenced to NAD 83.
 DH6586
 DH6586.The geoid height was determined by GEOID03.
 DH6586
 DH6586;                    North         East     Units Scale Factor Converg.
 DH6586;SPC CA 1     -   618,652.914 1,906,561.847   MT  0.99992374   -0 43 11.1
 DH6586;SPC CA 1     - 2,029,697.10  6,255,111.66   sFT  0.99992374   -0 43 11.1
 DH6586;UTM  10      - 4,471,785.678   491,453.418   MT  0.99960090   -0 03 55.0
 DH6586
 DH6586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6586!SPC CA 1     -   0.99979495  x   0.99992374  =   0.99971871
 DH6586!UTM  10      -   0.99979495  x   0.99960090  =   0.99939593
 DH6586
 DH6586                          SUPERSEDED SURVEY CONTROL
 DH6586
 DH6586  NAD 83(1998)-  40 23 47.86806(N)    123 06 02.55338(W) AD(2004.69) B
 DH6586  ELLIP H (09/28/05) 1307.399  (m)                       GP(       ) 4 1
 DH6586
 DH6586.Superseded values are not recommended for survey control.
 DH6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6586.See file dsdata.txt to determine how the superseded data were derived.
 DH6586
 DH6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK9145371786(NAD 83)
 DH6586_MARKER: DD = SURVEY DISK
 DH6586_SETTING: 66 = SET IN ROCK OUTCROP
 DH6586_STAMPING: 36 TRI 35.53
 DH6586_MARK LOGO: CADT  
 DH6586_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6586+STABILITY: POSITION/ELEVATION WELL
 DH6586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6586+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 DH6586
 DH6586  HISTORY     - Date     Condition        Report By
 DH6586  HISTORY     - 20040520 MONUMENTED       CADT
 DH6586
 DH6586                          STATION DESCRIPTION
 DH6586
 DH6586'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6586'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TRINITY COUNTY AT
 DH6586'POSTMILE 35.53  ABOUT 3 KM WEST SOUTHWEST OF WILDWOOD, 19 KM SOUTH
 DH6586'SOUTHEAST OF HAYFORK, AND 19 KM  EAST NORTHEAST OF FOREST GLEN.  TO
 DH6586'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY  3 AND HIGHWAY 36
 DH6586'SOUTH OF HAYFORK GO EASTERLY ON HIGHWAY 36 4.99 KM TO USFS ROAD 30N14
 DH6586'ON THE RIGHT.  CONTINUE EASTERLY ON HIGHWAY 36 6.07 KM TO USFS ROAD
 DH6586'29N31 ON THE RIGHT  AND A DIRT TRACK ON THE LEFT.  TURN LEFT AND GO
 DH6586'NORTHERLY ON THE TRACK 190 M TO THE  STATION ON THE LEFT.      THE
 DH6586'STATION IS A SURVEY DISK EPOXIED TO A ROCK OUTCROP
 DH6586'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6586'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6587 ***********************************************************************
 DH6587  DESIGNATION -  36 TRI 41.00
 DH6587  PID         -  DH6587
 DH6587  STATE/COUNTY-  CA/TRINITY
 DH6587  USGS QUAD   -  
 DH6587
 DH6587                         *CURRENT SURVEY CONTROL
 DH6587  ___________________________________________________________________
 DH6587* NAD 83(2007)-  40 22 58.95786(N)    123 01 06.32032(W)     ADJUSTED  
 DH6587* NAVD 88     -      1149.0    (meters)    3770.     (feet)  GPS OBS   
 DH6587  ___________________________________________________________________
 DH6587  EPOCH DATE  -        2007.00
 DH6587  X           -  -2,651,587.619 (meters)                     COMP
 DH6587  Y           -  -4,080,214.142 (meters)                     COMP
 DH6587  Z           -   4,111,202.464 (meters)                     COMP
 DH6587  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DH6587  ELLIP HEIGHT-        1121.638 (meters)          (02/10/07) ADJUSTED
 DH6587  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH6587
 DH6587  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6587  Type    PID    Designation                      North   East  Ellip
 DH6587  -------------------------------------------------------------------
 DH6587  NETWORK DH6587 36 TRI 41.00                      1.41   1.25   3.35
 DH6587  -------------------------------------------------------------------
 DH6587
 DH6587.The horizontal coordinates were established by GPS observations
 DH6587.and adjusted by the National Geodetic Survey in February 2007.
 DH6587
 DH6587.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6587.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6587.The horizontal coordinates are valid at the epoch date displayed above.
 DH6587.The epoch date for horizontal control is a decimal equivalence
 DH6587.of Year/Month/Day.
 DH6587
 DH6587.The orthometric height was determined by GPS observations and a
 DH6587.high-resolution geoid model.
 DH6587
 DH6587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6587
 DH6587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6587
 DH6587.The ellipsoidal height was determined by GPS observations
 DH6587.and is referenced to NAD 83.
 DH6587
 DH6587.The geoid height was determined by GEOID03.
 DH6587
 DH6587;                    North         East     Units Scale Factor Converg.
 DH6587;SPC CA 1     -   617,059.999 1,913,529.260   MT  0.99992557   -0 39 57.3
 DH6587;SPC CA 1     - 2,024,471.01  6,277,970.58   sFT  0.99992557   -0 39 57.3
 DH6587;UTM  10      - 4,470,272.913   498,436.299   MT  0.99960003   -0 00 43.0
 DH6587
 DH6587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6587!SPC CA 1     -   0.99982408  x   0.99992557  =   0.99974966
 DH6587!UTM  10      -   0.99982408  x   0.99960003  =   0.99942418
 DH6587
 DH6587                          SUPERSEDED SURVEY CONTROL
 DH6587
 DH6587  NAD 83(1998)-  40 22 58.95699(N)    123 01 06.31989(W) AD(2004.69) B
 DH6587  ELLIP H (09/28/05) 1121.656  (m)                       GP(       ) 4 1
 DH6587
 DH6587.Superseded values are not recommended for survey control.
 DH6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6587.See file dsdata.txt to determine how the superseded data were derived.
 DH6587
 DH6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK9843670273(NAD 83)
 DH6587_MARKER: DD = SURVEY DISK
 DH6587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6587_STAMPING: 36 TRI 41.00 2004
 DH6587_MARK LOGO: CSRC  
 DH6587_PROJECTION: FLUSH
 DH6587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6587+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DH6587_ROD/PIPE-DEPTH: 4.1  meters
 DH6587
 DH6587  HISTORY     - Date     Condition        Report By
 DH6587  HISTORY     - 20040819 MONUMENTED       CADT
 DH6587
 DH6587                          STATION DESCRIPTION
 DH6587
 DH6587'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6587'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TRINITY COUNTY AT
 DH6587'POSTMILE 41.00  ABOUT 4 KM SOUTHEAST OF WILDWOOD, 11 KM WEST NORTHWEST
 DH6587'OF PLATINA, AND 24 KM  SOUTHEAST OF HAYFORK.  TO REACH THE STATION
 DH6587'FROM THE INTERSECTION OF HIGHWAY 3 AND  HIGHWAY 36 SOUTH OF HAYFORK GO
 DH6587'EASTERLY ON HIGHWAY 36 6.07 KM TO USFS ROAD 29N31 ON  THE RIGHT.
 DH6587'CONTINUE EASTERLY ON HIGHWAY 36 4.59 KM TO THE HIGHWAY BRIDGE OVER
 DH6587'HAYFORK  CREEK (BRIDGE 5-07).  CONTINUE EASTERLY ON HIGHWAY 36 4.23 KM
 DH6587'TO THE STATION ON THE RIGHT.   THE STATION IS A SURVEY DISK ENCASED IN
 DH6587'PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH  WITH THE GROUND 1.1
 DH6587'M NORTHEAST OF AN ORANGE CARSONITE WITNESS POST, 5.9 M SOUTHWEST  OF
 DH6587'THE TOE OF FILL, 10.9 M SOUTHEAST OF A 610 MM DIAMETER CULVERT OUTLET,
 DH6587'16 M SOUTHWEST  OF THE YELLOW STRIPE OF HIGHWAY 36, 20.5 M SOUTHWEST
 DH6587'OF THE INTERSECTION OF USFS ROAD  30N01 AND HIGHWAY 36, AND 37 M EAST
 DH6587'OF A SERVICE POLE.
 DH6587'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6587'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6588 ***********************************************************************
 DH6588  DESIGNATION -  36 TRI 6.88
 DH6588  PID         -  DH6588
 DH6588  STATE/COUNTY-  CA/TRINITY
 DH6588  USGS QUAD   -  SPORTSHAVEN (1973)
 DH6588
 DH6588                         *CURRENT SURVEY CONTROL
 DH6588  ___________________________________________________________________
 DH6588* NAD 83(2007)-  40 25 10.85895(N)    123 27 38.67282(W)     ADJUSTED  
 DH6588* NAVD 88     -      1089.8    (meters)    3575.     (feet)  GPS OBS   
 DH6588  ___________________________________________________________________
 DH6588  EPOCH DATE  -        2007.00
 DH6588  X           -  -2,681,527.831 (meters)                     COMP
 DH6588  Y           -  -4,057,384.072 (meters)                     COMP
 DH6588  Z           -   4,114,262.186 (meters)                     COMP
 DH6588  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 DH6588  ELLIP HEIGHT-        1061.363 (meters)          (02/10/07) ADJUSTED
 DH6588  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH6588
 DH6588  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6588  Type    PID    Designation                      North   East  Ellip
 DH6588  -------------------------------------------------------------------
 DH6588  NETWORK DH6588 36 TRI 6.88                       1.51   1.47   3.53
 DH6588  -------------------------------------------------------------------
 DH6588
 DH6588.The horizontal coordinates were established by GPS observations
 DH6588.and adjusted by the National Geodetic Survey in February 2007.
 DH6588
 DH6588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6588.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6588.The horizontal coordinates are valid at the epoch date displayed above.
 DH6588.The epoch date for horizontal control is a decimal equivalence
 DH6588.of Year/Month/Day.
 DH6588
 DH6588.The orthometric height was determined by GPS observations and a
 DH6588.high-resolution geoid model.
 DH6588
 DH6588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6588
 DH6588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6588
 DH6588.The ellipsoidal height was determined by GPS observations
 DH6588.and is referenced to NAD 83.
 DH6588
 DH6588.The geoid height was determined by GEOID03.
 DH6588
 DH6588;                    North         East     Units Scale Factor Converg.
 DH6588;SPC CA 1     -   621,658.906 1,876,044.144   MT  0.99992076   -0 57 18.6
 DH6588;SPC CA 1     - 2,039,559.26  6,154,988.16   sFT  0.99992076   -0 57 18.6
 DH6588;UTM  10      - 4,474,441.525   460,912.926   MT  0.99961881   -0 17 55.5
 DH6588
 DH6588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6588!SPC CA 1     -   0.99983353  x   0.99992076  =   0.99975430
 DH6588!UTM  10      -   0.99983353  x   0.99961881  =   0.99945240
 DH6588
 DH6588                          SUPERSEDED SURVEY CONTROL
 DH6588
 DH6588  NAD 83(1998)-  40 25 10.85788(N)    123 27 38.67156(W) AD(2004.69) B
 DH6588  ELLIP H (09/28/05) 1061.385  (m)                       GP(       ) 4 1
 DH6588
 DH6588.Superseded values are not recommended for survey control.
 DH6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6588.See file dsdata.txt to determine how the superseded data were derived.
 DH6588
 DH6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK6091374442(NAD 83)
 DH6588_MARKER: DD = SURVEY DISK
 DH6588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6588+WITH SETTING: INFORMATION.
 DH6588_STAMPING: 36 TRI 6.88 2004
 DH6588_MARK LOGO: CSRC  
 DH6588_PROJECTION: FLUSH
 DH6588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6588+STABILITY: SURFACE MOTION
 DH6588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6588+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DH6588_ROD/PIPE-DEPTH: 2.4  meters
 DH6588
 DH6588  HISTORY     - Date     Condition        Report By
 DH6588  HISTORY     - 20040819 MONUMENTED       CADT
 DH6588
 DH6588                          STATION DESCRIPTION
 DH6588
 DH6588'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6588'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TRINITY COUNTY AT
 DH6588'POSTMILE 6.88 ABOUT  8 KM SOUTHEAST OF THE MAD RIVER RANGER STATION,
 DH6588'13 KM NORTHWEST OF FOREST GLEN, AND 28  KM SOUTHWEST OF HAYFORK.  TO
 DH6588'REACH THE STATION FROM THE HUMBOLDT TRINITY COUNTY LINE  ON HIGHWAY 36
 DH6588'GO EASTERLY ON HIGHWAY 36 4.39 KM TO THE HIGHWAY BRIDGE OVER THE MAD
 DH6588'RIVER (BRIDGE 5-34).  CONTINUE EASTERLY ON HIGHWAY 36 6.16 KM TO 93RD
 DH6588'STREET ON THE RIGHT.   CONTINUE EASTERLY ON HIGHWAY 36 520 M TO THE
 DH6588'STATION ON THE RIGHT.  THE STATION IS A  SURVEY DISK ENCASED IN PVC
 DH6588'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE  GROUND 1.1 M
 DH6588'EAST OF AN ORANGE CARSONITE WITNESS POST, 1.6 M NORTHWEST OF A WHITE
 DH6588'CARSONITE POST WITH AMBER REFLECTOR, 4.5 M NORTH OF THE SOUTH END OF A
 DH6588'GUARDRAIL, 6.5 M  WEST OF THE CENTER OF AN ASPHALT DRIVEWAY APRON, 13
 DH6588'M SOUTHWEST OF THE YELLOW STRIPE  OF HIGHWAY 36, AND 30 M SOUTHWEST OF
 DH6588'A BOULDER 4 M HIGH AND 7 M WIDE.
 DH6588'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6588'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1770 ***********************************************************************
 DY1770  DESIGNATION -  36 UOCO
 DY1770  PID         -  DY1770
 DY1770  STATE/COUNTY-  CA/LOS ANGELES
 DY1770  USGS QUAD   -  TORRANCE (1981)
 DY1770
 DY1770                         *CURRENT SURVEY CONTROL
 DY1770  ___________________________________________________________________
 DY1770* NAD 83(1986)-  33 46 41.     (N)    118 17 19.     (W)     SCALED    
 DY1770* NAVD 88     -        12.79   (+/-2cm)      42.0    (feet)  VERTCON   
 DY1770  ___________________________________________________________________
 DY1770  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1770  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1770
 DY1770.The horizontal coordinates were scaled from a topographic map and have
 DY1770.an estimated accuracy of +/- 6 seconds.
 DY1770
 DY1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1770.The vertical order pertains to the NGVD 29 superseded value.
 DY1770
 DY1770.The geoid height was determined by GEOID03.
 DY1770
 DY1770;                    North         East    Units  Estimated Accuracy
 DY1770;SPC CA 5     -   530,880.    1,973,270.      MT  (+/- 180 meters Scaled)
 DY1770
 DY1770                          SUPERSEDED SURVEY CONTROL
 DY1770
 DY1770  NGVD 29 (??/??/92)   12.027  (m)           39.46   (f) ADJ UNCH    1 2
 DY1770
 DY1770.Superseded values are not recommended for survey control.
 DY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1770.See file dsdata.txt to determine how the superseded data were derived.
 DY1770
 DY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806382(NAD 83)
 DY1770_MARKER: DD = SURVEY DISK
 DY1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1770_STAMPING: MON 36 ELEV 42.46 LS 1968
 DY1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1770+STABILITY: SURFACE MOTION
 DY1770
 DY1770  HISTORY     - Date     Condition        Report By
 DY1770  HISTORY     - UNK      MONUMENTED       UOCO
 DY1770  HISTORY     - 1945     GOOD             NGS
 DY1770  HISTORY     - 1963     MARK NOT FOUND   NGS
 DY1770
 DY1770                          STATION DESCRIPTION
 DY1770
 DY1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1770'1.6 MI W FROM WILMINGTON.
 DY1770'ABOUT 1.55 MILES WEST ALONG ANAHEIM STREET OF THE INTERSECTION
 DY1770'OF AVALON BOULEVARD AND ANAHEIM STREET.  30.0 FEET SOUTH OF
 DY1770'THE CENTERLINE, 82.3 FEET EAST OF THE CENTERLINE OF TENTH STREET
 DY1770'LEADING INTO THE UNION OIL REFINERY, AND ABOUT 3 INCHES LOWER
 DY1770'THAN THE STREET SURFACE.  A UNION OIL CO. STANDARD DISK, STAMPED
 DY1770'MON 36 ELEV 42.46 LS 1968 AND SET IN THE TOP OF A CONCRETE
 DY1770'POST.
 DY1770
 DY1770                          STATION RECOVERY (1963)
 DY1770
 DY1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DY1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4175 ***********************************************************************
 GU4175  DESIGNATION -  36 WLS
 GU4175  PID         -  GU4175
 GU4175  STATE/COUNTY-  CA/SANTA CRUZ
 GU4175  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4175
 GU4175                         *CURRENT SURVEY CONTROL
 GU4175  ___________________________________________________________________
 GU4175* NAD 83(1986)-  36 59 50.     (N)    121 43 04.     (W)     SCALED    
 GU4175* NAVD 88     -       407.538  (meters)    1337.06   (feet)  ADJUSTED  
 GU4175  ___________________________________________________________________
 GU4175  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 GU4175  DYNAMIC HT  -         407.209 (meters)    1335.98  (feet)  COMP
 GU4175  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 GU4175
 GU4175  VERT ORDER  -  FIRST     CLASS II
 GU4175
 GU4175.The horizontal coordinates were scaled from a topographic map and have
 GU4175.an estimated accuracy of +/- 6 seconds.
 GU4175
 GU4175.The orthometric height was determined by differential leveling
 GU4175.and adjusted in February 1993.
 GU4175
 GU4175.The geoid height was determined by GEOID03.
 GU4175
 GU4175.The dynamic height is computed by dividing the NAVD 88
 GU4175.geopotential number by the normal gravity value computed on the
 GU4175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4175.degrees latitude (g = 980.6199 gals.).
 GU4175
 GU4175.The modeled gravity was interpolated from observed gravity values.
 GU4175
 GU4175;                    North         East    Units  Estimated Accuracy
 GU4175;SPC CA 3     -   555,890.    1,891,600.      MT  (+/- 180 meters Scaled)
 GU4175
 GU4175                          SUPERSEDED SURVEY CONTROL
 GU4175
 GU4175  NGVD 29 (10/21/93)  406.692  (m)         1334.29   (f) ADJUSTED    1 2
 GU4175
 GU4175.Superseded values are not recommended for survey control.
 GU4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4175.See file dsdata.txt to determine how the superseded data were derived.
 GU4175
 GU4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF140953(NAD 83)
 GU4175_MARKER: DB = BENCH MARK DISK
 GU4175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU4175_SP_SET: CONCRETE SLAB
 GU4175_STAMPING: 36 WLS 1953 1334
 GU4175_MARK LOGO: USGS  
 GU4175_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4175+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 GU4175
 GU4175  HISTORY     - Date     Condition        Report By
 GU4175  HISTORY     - 1953     MONUMENTED       USGS
 GU4175  HISTORY     - 19900327 GOOD             NGS
 GU4175
 GU4175                          STATION DESCRIPTION
 GU4175
 GU4175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4175'13.4 KM (8.33 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4175'WITH MAIN STREET IN WATSONVILLE, NEAR THE EAST EDGE OF A 4.1 M
 GU4175'(13.45 FT) CIRCULAR CONCRETE SLAB, 76.0 M (249.34 FT) SOUTHWEST OF
 GU4175'THE CENTER OF POLE LINE ROAD, 9.2 M (30.18 FT) NORTHWEST OF THE
 GU4175'CENTERLINE OF THE HIGHWAY, 1.4 M (4.59 FT) NORTH OF THE NORTH EDGE OF
 GU4175'A MONUMENT, AND 0.2 M (0.66 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0802 ***********************************************************************
 DC0802  DESIGNATION -  36.04 USN
 DC0802  PID         -  DC0802
 DC0802  STATE/COUNTY-  CA/SAN DIEGO
 DC0802  USGS QUAD   -  POINT LOMA (1994)
 DC0802
 DC0802                         *CURRENT SURVEY CONTROL
 DC0802  ___________________________________________________________________
 DC0802* NAD 83(1986)-  32 42 05.     (N)    117 14 18.     (W)     SCALED    
 DC0802* NAVD 88     -        10.70   (+/-2cm)      35.1    (feet)  VERTCON   
 DC0802  ___________________________________________________________________
 DC0802  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DC0802  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0802
 DC0802.The horizontal coordinates were scaled from a topographic map and have
 DC0802.an estimated accuracy of +/- 6 seconds.
 DC0802
 DC0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0802.The vertical order pertains to the NGVD 29 superseded value.
 DC0802
 DC0802.The geoid height was determined by GEOID03.
 DC0802
 DC0802;                    North         East    Units  Estimated Accuracy
 DC0802;SPC CA 6     -   559,740.    1,907,330.      MT  (+/- 180 meters Scaled)
 DC0802
 DC0802                          SUPERSEDED SURVEY CONTROL
 DC0802
 DC0802  NGVD 29 (??/??/??)   10.054  (m)           32.99   (f) ADJUSTED    1 2
 DC0802
 DC0802.Superseded values are not recommended for survey control.
 DC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0802.See file dsdata.txt to determine how the superseded data were derived.
 DC0802
 DC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS776182(NAD 83)
 DC0802_MARKER: N = NAIL
 DC0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0802_STAMPING: USN 5824.98 N 5000.00 E EL 36.04
 DC0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0802+STABILITY: SURFACE MOTION
 DC0802
 DC0802  HISTORY     - Date     Condition        Report By
 DC0802  HISTORY     - UNK      MONUMENTED       DOD
 DC0802  HISTORY     - 1955     GOOD             NGS
 DC0802  HISTORY     - 1967     GOOD             USGS
 DC0802  HISTORY     - 19870531 MARK NOT FOUND   USPSQD
 DC0802
 DC0802                          STATION DESCRIPTION
 DC0802
 DC0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0802'1.7 MI N FROM BALLAST POINT.
 DC0802'1.2 MILES NORTH ALONG A PAVED ROAD FROM THE LIGHTHOUSE AT
 DC0802'BALLAST POINT, THENCE 0.5 MILE NORTH ALONG ROSECRANS STREET,
 DC0802'AT THE T JUNCTION OF WARHEAD ROAD, 28 1/2 FEET SOUTH OF THE
 DC0802'CENTER LINE OF THE ROAD, 26.0 FEET WEST OF THE CENTER LINE OF
 DC0802'THE STREET, 17.1 FEET EAST OF A FENCE, 10 1/2 FEET NORTH OF AN
 DC0802'8-INCH JUNIPER TREE, 2.0 FEET SOUTHEAST OF A WITNESS POST WITH
 DC0802'COPPER PLATE STAMPED USN 5824.98 N 5000.00 E EL 36.04, AND
 DC0802'LEADED IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 DC0802'THE GROUND.
 DC0802
 DC0802                          STATION RECOVERY (1967)
 DC0802
 DC0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC0802'RECOVERED IN GOOD CONDITION.
 DC0802
 DC0802                          STATION RECOVERY (1987)
 DC0802
 DC0802'RECOVERY NOTE BY US POWER SQUADRON 1987 (DER)
 DC0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0208 ***********************************************************************
 HS0208  DESIGNATION -  36.191
 HS0208  PID         -  HS0208
 HS0208  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0208  USGS QUAD   -  MANTECA (1994)
 HS0208
 HS0208                         *CURRENT SURVEY CONTROL
 HS0208  ___________________________________________________________________
 HS0208* NAD 83(1986)-  37 47 51.     (N)    121 13 13.     (W)     SCALED    
 HS0208* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 HS0208  ___________________________________________________________________
 HS0208  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 HS0208  VERT ORDER  -  THIRD (See Below)
 HS0208
 HS0208.The horizontal coordinates were scaled from a topographic map and have
 HS0208.an estimated accuracy of +/- 6 seconds.
 HS0208
 HS0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0208.The vertical order pertains to the NGVD 29 superseded value.
 HS0208
 HS0208.The geoid height was determined by GEOID03.
 HS0208
 HS0208;                    North         East    Units  Estimated Accuracy
 HS0208;SPC CA 3     -   644,240.    1,936,570.      MT  (+/- 180 meters Scaled)
 HS0208
 HS0208                          SUPERSEDED SURVEY CONTROL
 HS0208
 HS0208  NGVD 29 (??/??/??)   10.91   (m)           35.8    (f) RESET       3  
 HS0208
 HS0208.Superseded values are not recommended for survey control.
 HS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0208.See file dsdata.txt to determine how the superseded data were derived.
 HS0208
 HS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG566848(NAD 83)
 HS0208_MARKER: P = PIPE CAP
 HS0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0208_STAMPING: 36.191 B 1901
 HS0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0208
 HS0208  HISTORY     - Date     Condition        Report By
 HS0208  HISTORY     - 1901     MONUMENTED       USGS
 HS0208  HISTORY     - 1965     GOOD             NGS
 HS0208  HISTORY     - 1967     GOOD             NGS
 HS0208  HISTORY     - 1987     MARK NOT FOUND   NGS
 HS0208
 HS0208                          STATION DESCRIPTION
 HS0208
 HS0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS0208'AT MANTECA.
 HS0208'AT MANTECA, ALONG THE SOUTHERN PACIFIC RAILROAD, 354 FEET
 HS0208'SOUTHEAST OF THE CENTER OF THE CROSSING OF YOSEMITE AVENUE, AT
 HS0208'THE NORTHWEST END OF A SIDETRACK ALONG THE NORTHEAST SIDE OF
 HS0208'MANTECA CANNING COMPANY, 43.8 FEET SOUTHWEST OF THE SOUTHWEST
 HS0208'RAIL OF THE MAIN TRACK, 11.0 FEET NORTHEAST OF THE NORTHEAST
 HS0208'EDGE OF THE CONCRETE PLATFORM OF THE MANTECA CANNING COMPANY, 1.5
 HS0208'FEET SOUTHEAST OF A WITNESS POST, AND RIVETED ON THE TOP OF AN
 HS0208'IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 HS0208
 HS0208                          STATION RECOVERY (1967)
 HS0208
 HS0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0208'RECOVERED IN GOOD CONDITION.
 HS0208
 HS0208                          STATION RECOVERY (1987)
 HS0208
 HS0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0208'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0244 ***********************************************************************
 LV0244  DESIGNATION -  36.23 NWPRR
 LV0244  PID         -  LV0244
 LV0244  STATE/COUNTY-  CA/HUMBOLDT
 LV0244  USGS QUAD   -  FORTUNA (1972)
 LV0244
 LV0244                         *CURRENT SURVEY CONTROL
 LV0244  ___________________________________________________________________
 LV0244* NAD 83(1986)-  40 37 02.     (N)    124 12 02.     (W)     SCALED    
 LV0244* NAVD 88     -        11.42   (+/-2cm)      37.5    (feet)  VERTCON   
 LV0244  ___________________________________________________________________
 LV0244  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LV0244  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0244
 LV0244.The horizontal coordinates were scaled from a topographic map and have
 LV0244.an estimated accuracy of +/- 6 seconds.
 LV0244
 LV0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0244.The vertical order pertains to the NGVD 29 superseded value.
 LV0244
 LV0244.The geoid height was determined by GEOID03.
 LV0244
 LV0244;                    North         East    Units  Estimated Accuracy
 LV0244;SPC CA 1     -   644,900.    1,813,830.      MT  (+/- 180 meters Scaled)
 LV0244
 LV0244                          SUPERSEDED SURVEY CONTROL
 LV0244
 LV0244  NGVD 29 (??/??/??)   10.432  (m)           34.23   (f) ADJUSTED    1 2
 LV0244
 LV0244.Superseded values are not recommended for survey control.
 LV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0244.See file dsdata.txt to determine how the superseded data were derived.
 LV0244
 LV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK984969(NAD 83)
 LV0244_MARKER: S = SPIKE
 LV0244_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LV0244_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LV0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0244
 LV0244  HISTORY     - Date     Condition        Report By
 LV0244  HISTORY     - UNK      MONUMENTED       NWPRR
 LV0244  HISTORY     - 1935     GOOD             NGS
 LV0244  HISTORY     - 1967     MARK NOT FOUND   NGS
 LV0244
 LV0244                          STATION DESCRIPTION
 LV0244
 LV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LV0244'AT FERNBRIDGE.
 LV0244'AT FERNBRIDGE, HUMBOLDT COUNTY, ON THE NORTHWESTERN PACIFIC
 LV0244'RAILROAD, 34.5 FEET NORTH OF THE SIGNAL AT DOOR 1 OF THE STATION,
 LV0244'AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A RAILROAD
 LV0244'SPIKE, DRIVEN IN THE TOP OF A 2-INCH IRON PIPE PROJECTING 17
 LV0244'INCHES ABOVE GROUND.
 LV0244
 LV0244                          STATION RECOVERY (1967)
 LV0244
 LV0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LV0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2191 ***********************************************************************
 EV2191  DESIGNATION -  360.2 C
 EV2191  PID         -  EV2191
 EV2191  STATE/COUNTY-  CA/LOS ANGELES
 EV2191  USGS QUAD   -  LITTLEROCK (1992)
 EV2191
 EV2191                         *CURRENT SURVEY CONTROL
 EV2191  ___________________________________________________________________
 EV2191* NAD 83(1986)-  34 31 25.     (N)    117 56 54.     (W)     SCALED    
 EV2191* NAVD 88     -       894.04   (+/-2cm)    2933.2    (feet)  VERTCON   
 EV2191  ___________________________________________________________________
 EV2191  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2191
 EV2191.The horizontal coordinates were scaled from a topographic map and have
 EV2191.an estimated accuracy of +/- 6 seconds.
 EV2191
 EV2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2191.The vertical order pertains to the NGVD 29 superseded value.
 EV2191
 EV2191.The geoid height was determined by GEOID03.
 EV2191
 EV2191;                    North         East    Units  Estimated Accuracy
 EV2191;SPC CA 5     -   613,550.    2,004,740.      MT  (+/- 180 meters Scaled)
 EV2191
 EV2191                          SUPERSEDED SURVEY CONTROL
 EV2191
 EV2191  NGVD 29 (??/??/92)  893.156  (m)         2930.30   (f) ADJ UNCH    2 0
 EV2191
 EV2191.Superseded values are not recommended for survey control.
 EV2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2191.See file dsdata.txt to determine how the superseded data were derived.
 EV2191
 EV2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU129206(NAD 83)
 EV2191_MARKER: DD = SURVEY DISK
 EV2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2191_STAMPING: 360.2 C B M 1968
 EV2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2191+STABILITY: SURFACE MOTION
 EV2191
 EV2191  HISTORY     - Date     Condition        Report By
 EV2191  HISTORY     - 1968     MONUMENTED       CADWR
 EV2191  HISTORY     - 1971     GOOD             NGS
 EV2191
 EV2191                          STATION DESCRIPTION
 EV2191
 EV2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2191'2.4 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2191'2.35 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2191'PEARBLOSSOM PUMP PLANT, 1 FENCE POST EAST OF AN ANGLE IN THE
 EV2191'FENCE, 70 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD,
 EV2191'0.6 FOOT NORTH OF THE FENCE, 1.3 FEET EAST OF A WITNESS POST,
 EV2191'ABOUT 10 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 EV2191'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION
 EV2191'17, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2177 ***********************************************************************
 EV2177  DESIGNATION -  360.3 A
 EV2177  PID         -  EV2177
 EV2177  STATE/COUNTY-  CA/LOS ANGELES
 EV2177  USGS QUAD   -  LITTLEROCK (1992)
 EV2177
 EV2177                         *CURRENT SURVEY CONTROL
 EV2177  ___________________________________________________________________
 EV2177* NAD 83(1986)-  34 30 57.     (N)    117 55 14.     (W)     SCALED    
 EV2177* NAVD 88     -       899.16   (+/-2cm)    2950.0    (feet)  VERTCON   
 EV2177  ___________________________________________________________________
 EV2177  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EV2177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2177
 EV2177.The horizontal coordinates were scaled from a topographic map and have
 EV2177.an estimated accuracy of +/- 6 seconds.
 EV2177
 EV2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2177.The vertical order pertains to the NGVD 29 superseded value.
 EV2177
 EV2177.The geoid height was determined by GEOID03.
 EV2177
 EV2177;                    North         East    Units  Estimated Accuracy
 EV2177;SPC CA 5     -   612,680.    2,007,290.      MT  (+/- 180 meters Scaled)
 EV2177
 EV2177                          SUPERSEDED SURVEY CONTROL
 EV2177
 EV2177  NGVD 29 (??/??/92)  898.270  (m)         2947.07   (f) ADJ UNCH    2 0
 EV2177
 EV2177.Superseded values are not recommended for survey control.
 EV2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2177.See file dsdata.txt to determine how the superseded data were derived.
 EV2177
 EV2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU155197(NAD 83)
 EV2177_MARKER: DD = SURVEY DISK
 EV2177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2177_SP_SET: BRIDGE
 EV2177_STAMPING: MILE 360.3 A
 EV2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2177
 EV2177  HISTORY     - Date     Condition        Report By
 EV2177  HISTORY     - UNK      MONUMENTED       CADWR
 EV2177  HISTORY     - 1971     GOOD             NGS
 EV2177
 EV2177                          STATION DESCRIPTION
 EV2177
 EV2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2177'0.4 MI N FROM PEARBLOSSOM PUMP PLANT.
 EV2177'0.35 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2177'PUMP PLANT, IN THE TOP AND 0.4 FOOT WEST OF THE EAST END OF
 EV2177'NORTH CONCRETE CURB OF CONCRETE BRIDGE 360.27 OVER THE CANAL,
 EV2177'11 FEET NORTH OF THE CENTER LINE OF THE BRIDGE, AND ABOUT 1
 EV2177'FOOT HIGHER THAN THE BRIDGE DECK.  SECTION 15, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2178 ***********************************************************************
 EV2178  DESIGNATION -  360.3 B
 EV2178  PID         -  EV2178
 EV2178  STATE/COUNTY-  CA/LOS ANGELES
 EV2178  USGS QUAD   -  LITTLEROCK (1992)
 EV2178
 EV2178                         *CURRENT SURVEY CONTROL
 EV2178  ___________________________________________________________________
 EV2178* NAD 83(1986)-  34 30 57.     (N)    117 55 14.     (W)     SCALED    
 EV2178* NAVD 88     -       895.91   (+/-2cm)    2939.3    (feet)  VERTCON   
 EV2178  ___________________________________________________________________
 EV2178  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EV2178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2178
 EV2178.The horizontal coordinates were scaled from a topographic map and have
 EV2178.an estimated accuracy of +/- 6 seconds.
 EV2178
 EV2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2178.The vertical order pertains to the NGVD 29 superseded value.
 EV2178
 EV2178.The geoid height was determined by GEOID03.
 EV2178
 EV2178;                    North         East    Units  Estimated Accuracy
 EV2178;SPC CA 5     -   612,680.    2,007,290.      MT  (+/- 180 meters Scaled)
 EV2178
 EV2178                          SUPERSEDED SURVEY CONTROL
 EV2178
 EV2178  NGVD 29 (??/??/92)  895.022  (m)         2936.42   (f) ADJ UNCH    2 0
 EV2178
 EV2178.Superseded values are not recommended for survey control.
 EV2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2178.See file dsdata.txt to determine how the superseded data were derived.
 EV2178
 EV2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU155197(NAD 83)
 EV2178_MARKER: DD = SURVEY DISK
 EV2178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2178_SP_SET: CONCRETE LINING
 EV2178_STAMPING: MILE 360.3 B
 EV2178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2178
 EV2178  HISTORY     - Date     Condition        Report By
 EV2178  HISTORY     - UNK      MONUMENTED       CADWR
 EV2178  HISTORY     - 1971     GOOD             NGS
 EV2178
 EV2178                          STATION DESCRIPTION
 EV2178
 EV2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2178'0.4 MI N FROM PEARBLOSSOM PUMP PLANT.
 EV2178'0.35 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2178'PUMP PLANT, IN THE TOP OF THE EAST CONCRETE LINING OF THE
 EV2178'AQUEDUCT, 54.0 FEET NORTH OF THE EAST END OF BRIDGE 360.27,
 EV2178'40 FEET WEST OF THE CENTER LINE OF THE LEVEE ROAD, AND ABOUT
 EV2178'10 FEET LOWER THAN THE ROAD.  SECTION 15, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2176 ***********************************************************************
 EV2176  DESIGNATION -  360.4 B
 EV2176  PID         -  EV2176
 EV2176  STATE/COUNTY-  CA/LOS ANGELES
 EV2176  USGS QUAD   -  LITTLEROCK (1992)
 EV2176
 EV2176                         *CURRENT SURVEY CONTROL
 EV2176  ___________________________________________________________________
 EV2176* NAD 83(1986)-  34 30 52.     (N)    117 55 15.     (W)     SCALED    
 EV2176* NAVD 88     -       895.92   (+/-2cm)    2939.4    (feet)  VERTCON   
 EV2176  ___________________________________________________________________
 EV2176  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EV2176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2176
 EV2176.The horizontal coordinates were scaled from a topographic map and have
 EV2176.an estimated accuracy of +/- 6 seconds.
 EV2176
 EV2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2176.The vertical order pertains to the NGVD 29 superseded value.
 EV2176
 EV2176.The geoid height was determined by GEOID03.
 EV2176
 EV2176;                    North         East    Units  Estimated Accuracy
 EV2176;SPC CA 5     -   612,530.    2,007,270.      MT  (+/- 180 meters Scaled)
 EV2176
 EV2176                          SUPERSEDED SURVEY CONTROL
 EV2176
 EV2176  NGVD 29 (??/??/92)  895.029  (m)         2936.44   (f) ADJ UNCH    2 0
 EV2176
 EV2176.Superseded values are not recommended for survey control.
 EV2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2176.See file dsdata.txt to determine how the superseded data were derived.
 EV2176
 EV2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU154195(NAD 83)
 EV2176_MARKER: DD = SURVEY DISK
 EV2176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2176_SP_SET: CONCRETE LINING
 EV2176_STAMPING: MILE 360.4 B
 EV2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2176
 EV2176  HISTORY     - Date     Condition        Report By
 EV2176  HISTORY     - UNK      MONUMENTED       CADWR
 EV2176  HISTORY     - 1971     GOOD             NGS
 EV2176
 EV2176                          STATION DESCRIPTION
 EV2176
 EV2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2176'0.2 MI N FROM PEARBLOSSOM PUMP PLANT.
 EV2176'0.25 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2176'PUMP PLANT, IN THE TOP OF THE EAST CONCRETE LINING OF THE
 EV2176'AQUEDUCT, 55.5 FEET WEST AND ACROSS THE EAST LEVEE ROAD FROM
 EV2176'BENCH MARK B.M. 5 (DWR), 37 FEET WEST OF THE CENTER LINE OF THE
 EV2176'EAST LEVEE ROAD, 3.3 FEET NORTH OF THE CENTER OF A 24-INCH
 EV2176'CORRUGATED METAL PIPE, AND ABOUT 10 FEET LOWER THAN THE ROAD.
 EV2176'SECTION 15, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2174 ***********************************************************************
 EV2174  DESIGNATION -  360.45 B
 EV2174  PID         -  EV2174
 EV2174  STATE/COUNTY-  CA/LOS ANGELES
 EV2174  USGS QUAD   -  LITTLEROCK (1992)
 EV2174
 EV2174                         *CURRENT SURVEY CONTROL
 EV2174  ___________________________________________________________________
 EV2174* NAD 83(1986)-  34 30 45.     (N)    117 55 14.     (W)     SCALED    
 EV2174* NAVD 88     -       895.95   (+/-2cm)    2939.5    (feet)  VERTCON   
 EV2174  ___________________________________________________________________
 EV2174  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EV2174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2174
 EV2174.The horizontal coordinates were scaled from a topographic map and have
 EV2174.an estimated accuracy of +/- 6 seconds.
 EV2174
 EV2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2174.The vertical order pertains to the NGVD 29 superseded value.
 EV2174
 EV2174.The geoid height was determined by GEOID03.
 EV2174
 EV2174;                    North         East    Units  Estimated Accuracy
 EV2174;SPC CA 5     -   612,310.    2,007,300.      MT  (+/- 180 meters Scaled)
 EV2174
 EV2174                          SUPERSEDED SURVEY CONTROL
 EV2174
 EV2174  NGVD 29 (??/??/92)  895.052  (m)         2936.52   (f) ADJ UNCH    2 0
 EV2174
 EV2174.Superseded values are not recommended for survey control.
 EV2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2174.See file dsdata.txt to determine how the superseded data were derived.
 EV2174
 EV2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU155193(NAD 83)
 EV2174_MARKER: DD = SURVEY DISK
 EV2174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2174_SP_SET: CONCRETE LINING
 EV2174_STAMPING: MILE 360.45 B
 EV2174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2174
 EV2174  HISTORY     - Date     Condition        Report By
 EV2174  HISTORY     - UNK      MONUMENTED       CADWR
 EV2174  HISTORY     - 1971     GOOD             NGS
 EV2174
 EV2174                          STATION DESCRIPTION
 EV2174
 EV2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2174'0.2 MI N FROM PEARBLOSSOM PUMP PLANT.
 EV2174'0.15 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2174'PUMP PLANT, AT AQUEDUCT STATION 25, IN THE TOP OF THE EAST
 EV2174'CONCRETE LINING OF THE AQUEDUCT, 39 FEET WEST OF THE CENTER LINE
 EV2174'OF THE EAST LEVEE ROAD, AND ABOUT 10 FEET LOWER THAN THE ROAD.
 EV2174'SECTION 22, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2173 ***********************************************************************
 EV2173  DESIGNATION -  360.53 B
 EV2173  PID         -  EV2173
 EV2173  STATE/COUNTY-  CA/LOS ANGELES
 EV2173  USGS QUAD   -  LITTLEROCK (1992)
 EV2173
 EV2173                         *CURRENT SURVEY CONTROL
 EV2173  ___________________________________________________________________
 EV2173* NAD 83(1986)-  34 30 40.     (N)    117 55 14.     (W)     SCALED    
 EV2173* NAVD 88     -       895.90   (+/-2cm)    2939.3    (feet)  VERTCON   
 EV2173  ___________________________________________________________________
 EV2173  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV2173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2173
 EV2173.The horizontal coordinates were scaled from a topographic map and have
 EV2173.an estimated accuracy of +/- 6 seconds.
 EV2173
 EV2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2173.The vertical order pertains to the NGVD 29 superseded value.
 EV2173
 EV2173.The geoid height was determined by GEOID03.
 EV2173
 EV2173;                    North         East    Units  Estimated Accuracy
 EV2173;SPC CA 5     -   612,160.    2,007,300.      MT  (+/- 180 meters Scaled)
 EV2173
 EV2173                          SUPERSEDED SURVEY CONTROL
 EV2173
 EV2173  NGVD 29 (??/??/92)  895.005  (m)         2936.36   (f) ADJ UNCH    2 0
 EV2173
 EV2173.Superseded values are not recommended for survey control.
 EV2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2173.See file dsdata.txt to determine how the superseded data were derived.
 EV2173
 EV2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU155192(NAD 83)
 EV2173_MARKER: DD = SURVEY DISK
 EV2173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2173_SP_SET: CONCRETE LINING
 EV2173_STAMPING: MILE 360.53 B
 EV2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2173
 EV2173  HISTORY     - Date     Condition        Report By
 EV2173  HISTORY     - UNK      MONUMENTED       CADWR
 EV2173  HISTORY     - 1971     GOOD             NGS
 EV2173
 EV2173                          STATION DESCRIPTION
 EV2173
 EV2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2173'AT PEARBLOSSOM PUMP PLANT.
 EV2173'0.05 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2173'PUMP PLANT, IN THE TOP OF THE EAST CONCRETE LINING OF THE
 EV2173'AQUEDUCT, 30.0 FEET WEST OF A METAL GUARDRAIL WHICH IS ON THE
 EV2173'LEVEE ROAD, AND ABOUT 10 FEET LOWER THAN THE EAST LEVEE ROAD.
 EV2173'SECTION 22, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2172 ***********************************************************************
 EV2172  DESIGNATION -  360.6 A
 EV2172  PID         -  EV2172
 EV2172  STATE/COUNTY-  CA/LOS ANGELES
 EV2172  USGS QUAD   -  LITTLEROCK (1992)
 EV2172
 EV2172                         *CURRENT SURVEY CONTROL
 EV2172  ___________________________________________________________________
 EV2172* NAD 83(1986)-  34 30 37.     (N)    117 55 13.     (W)     SCALED    
 EV2172* NAVD 88     -       898.13   (+/-2cm)    2946.6    (feet)  VERTCON   
 EV2172  ___________________________________________________________________
 EV2172  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV2172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2172
 EV2172.The horizontal coordinates were scaled from a topographic map and have
 EV2172.an estimated accuracy of +/- 6 seconds.
 EV2172
 EV2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2172.The vertical order pertains to the NGVD 29 superseded value.
 EV2172
 EV2172.The geoid height was determined by GEOID03.
 EV2172
 EV2172;                    North         East    Units  Estimated Accuracy
 EV2172;SPC CA 5     -   612,070.    2,007,320.      MT  (+/- 180 meters Scaled)
 EV2172
 EV2172                          SUPERSEDED SURVEY CONTROL
 EV2172
 EV2172  NGVD 29 (??/??/92)  897.237  (m)         2943.69   (f) ADJ UNCH    2 0
 EV2172
 EV2172.Superseded values are not recommended for survey control.
 EV2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2172.See file dsdata.txt to determine how the superseded data were derived.
 EV2172
 EV2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU155191(NAD 83)
 EV2172_MARKER: DD = SURVEY DISK
 EV2172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2172_SP_SET: BUILDING
 EV2172_STAMPING: MILE 360.6 A 1971
 EV2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2172
 EV2172  HISTORY     - Date     Condition        Report By
 EV2172  HISTORY     - UNK      MONUMENTED       CADWR
 EV2172  HISTORY     - 1971     GOOD             NGS
 EV2172
 EV2172                          STATION DESCRIPTION
 EV2172
 EV2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2172'AT PEARBLOSSOM PUMP PLANT.
 EV2172'AT PEARBLOSSOM PUMP PLANT, AT THE NORTHEAST CORNER OF THE PUMP
 EV2172'PLANT BUILDING, IN THE TOP OF THE NORTHEAST CORNER OF THE
 EV2172'CONCRETE FOUNDATION OF THE BUILDING, 2.0 FEET EAST OF THE
 EV2172'NORTHEAST CORNER OF THE BUILDING, 1.0 FOOT SOUTHWEST OF THE
 EV2172'NORTHEAST CORNER OF THE FOUNDATION, AND ABOUT 1/2 FOOT LOWER
 EV2172'THAN THE EAST LEVEE ROAD.  SECTION 22, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2190 ***********************************************************************
 EV2190  DESIGNATION -  360.7 C
 EV2190  PID         -  EV2190
 EV2190  STATE/COUNTY-  CA/LOS ANGELES
 EV2190  USGS QUAD   -  LITTLEROCK (1992)
 EV2190
 EV2190                         *CURRENT SURVEY CONTROL
 EV2190  ___________________________________________________________________
 EV2190* NAD 83(1986)-  34 31 30.     (N)    117 56 25.     (W)     SCALED    
 EV2190* NAVD 88     -       894.19   (+/-2cm)    2933.7    (feet)  VERTCON   
 EV2190  ___________________________________________________________________
 EV2190  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2190
 EV2190.The horizontal coordinates were scaled from a topographic map and have
 EV2190.an estimated accuracy of +/- 6 seconds.
 EV2190
 EV2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2190.The vertical order pertains to the NGVD 29 superseded value.
 EV2190
 EV2190.The geoid height was determined by GEOID03.
 EV2190
 EV2190;                    North         East    Units  Estimated Accuracy
 EV2190;SPC CA 5     -   613,700.    2,005,480.      MT  (+/- 180 meters Scaled)
 EV2190
 EV2190                          SUPERSEDED SURVEY CONTROL
 EV2190
 EV2190  NGVD 29 (??/??/92)  893.302  (m)         2930.78   (f) ADJ UNCH    2 0
 EV2190
 EV2190.Superseded values are not recommended for survey control.
 EV2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2190.See file dsdata.txt to determine how the superseded data were derived.
 EV2190
 EV2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU137207(NAD 83)
 EV2190_MARKER: DD = SURVEY DISK
 EV2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2190_STAMPING: 360.7 C B M 1968
 EV2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2190+STABILITY: SURFACE MOTION
 EV2190
 EV2190  HISTORY     - Date     Condition        Report By
 EV2190  HISTORY     - 1968     MONUMENTED       CADWR
 EV2190  HISTORY     - 1971     GOOD             NGS
 EV2190
 EV2190                          STATION DESCRIPTION
 EV2190
 EV2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2190'1.8 MI W FROM PEARBLOSSOM PUMP PLANT.
 EV2190'1.85 MILES WEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2190'PEARBLOSSOM PUMP PLANT, 94.0 FEET NORTHWEST AND ACROSS THE LEVEE
 EV2190'FROM BENCH MARK 358.75 B (DWR), 53 FEET NORTH OF THE CENTER
 EV2190'LINE OF THE NORTH LEVEE ROAD, 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY
 EV2190'FENCE, 2.3 FEET WEST OF A WITNESS POST, ABOUT 13 FEET LOWER
 EV2190'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV2190'0.2 FOOT ABOVE THE GROUND.  SECTION 17, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1551 ***********************************************************************
 EW1551  DESIGNATION -  360.838 C OF LA
 EW1551  PID         -  EW1551
 EW1551  STATE/COUNTY-  CA/LOS ANGELES
 EW1551  USGS QUAD   -  HOLLYWOOD (1994)
 EW1551
 EW1551                         *CURRENT SURVEY CONTROL
 EW1551  ___________________________________________________________________
 EW1551* NAD 83(1986)-  34 05 53.     (N)    118 18 49.     (W)     SCALED    
 EW1551* NAVD 88     -       110.78   (+/-2cm)     363.5    (feet)  VERTCON   
 EW1551  ___________________________________________________________________
 EW1551  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 EW1551  VERT ORDER  -  THIRD (See Below)
 EW1551
 EW1551.The horizontal coordinates were scaled from a topographic map and have
 EW1551.an estimated accuracy of +/- 6 seconds.
 EW1551
 EW1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1551.The vertical order pertains to the NGVD 29 superseded value.
 EW1551
 EW1551.The geoid height was determined by GEOID03.
 EW1551
 EW1551;                    North         East    Units  Estimated Accuracy
 EW1551;SPC CA 5     -   566,390.    1,971,060.      MT  (+/- 180 meters Scaled)
 EW1551
 EW1551                          SUPERSEDED SURVEY CONTROL
 EW1551
 EW1551  NGVD 29 (??/??/??)  109.99   (m)          360.9    (f) RESET       3  
 EW1551
 EW1551.Superseded values are not recommended for survey control.
 EW1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1551.See file dsdata.txt to determine how the superseded data were derived.
 EW1551
 EW1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788738(NAD 83)
 EW1551_MARKER: S = SPIKE
 EW1551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1551_SP_SET: CATCH BASIN
 EW1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1551
 EW1551  HISTORY     - Date     Condition        Report By
 EW1551  HISTORY     - UNK      MONUMENTED       CA1980
 EW1551  HISTORY     - 1945     GOOD             NGS
 EW1551  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1551
 EW1551                          STATION DESCRIPTION
 EW1551
 EW1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1551'AT LOS ANGELES.
 EW1551'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND WILTON
 EW1551'PLACE, 3.7 FEET NORTH OF THE NORTH CURB OF SUNSET BOULEVARD
 EW1551'19.0 FEET WEST OF THE WEST CURBLINE OF WILTON PLACE.  SPIKE IS
 EW1551'IN THE NORTHEAST CORNER OF A CATCH BASIN.  A CUT SPIKE SET IN
 EW1551'CONCRETE.
 EW1551
 EW1551                          STATION RECOVERY (1966)
 EW1551
 EW1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5297 ***********************************************************************
 HS5297  DESIGNATION -  361.00=312
 HS5297  PID         -  HS5297
 HS5297  STATE/COUNTY-  CA/SANTA CRUZ
 HS5297  USGS QUAD   -  LOMA PRIETA (1996)
 HS5297
 HS5297                         *CURRENT SURVEY CONTROL
 HS5297  ___________________________________________________________________
 HS5297* NAD 83(1986)-  37 00 29.     (N)    121 47 40.     (W)     SCALED    
 HS5297* NAVD 88     -       111.153  (meters)     364.67   (feet)  ADJUSTED  
 HS5297  ___________________________________________________________________
 HS5297  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HS5297  DYNAMIC HT  -         111.068 (meters)     364.40  (feet)  COMP
 HS5297  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 HS5297
 HS5297  VERT ORDER  -  FIRST     CLASS II
 HS5297
 HS5297.The horizontal coordinates were scaled from a topographic map and have
 HS5297.an estimated accuracy of +/- 6 seconds.
 HS5297
 HS5297.The orthometric height was determined by differential leveling
 HS5297.and adjusted in February 1993.
 HS5297
 HS5297.The geoid height was determined by GEOID03.
 HS5297
 HS5297.The dynamic height is computed by dividing the NAVD 88
 HS5297.geopotential number by the normal gravity value computed on the
 HS5297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5297.degrees latitude (g = 980.6199 gals.).
 HS5297
 HS5297.The modeled gravity was interpolated from observed gravity values.
 HS5297
 HS5297;                    North         East    Units  Estimated Accuracy
 HS5297;SPC CA 3     -   557,180.    1,884,790.      MT  (+/- 180 meters Scaled)
 HS5297
 HS5297                          SUPERSEDED SURVEY CONTROL
 HS5297
 HS5297  NGVD 29 (10/21/93)  110.319  (m)          361.94   (f) ADJUSTED    1 2
 HS5297
 HS5297.Superseded values are not recommended for survey control.
 HS5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5297.See file dsdata.txt to determine how the superseded data were derived.
 HS5297
 HS5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF072964(NAD 83)
 HS5297_MARKER: DD = SURVEY DISK
 HS5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5297_SP_SET: CONCRETE POST
 HS5297_STAMPING: A.B.9 361.00
 HS5297_MARK LOGO: CA-087
 HS5297_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5297+STABILITY: SURFACE MOTION
 HS5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5297+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 HS5297
 HS5297  HISTORY     - Date     Condition        Report By
 HS5297  HISTORY     - UNK      MONUMENTED       CA-087
 HS5297  HISTORY     - 19900416 GOOD             NGS
 HS5297
 HS5297                          STATION DESCRIPTION
 HS5297
 HS5297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5297'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5297'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 HS5297'ALONG HOLOHAN ROAD, 0.55 KM (0.34 MI) NORTHERLY ALONG GREEN VALLEY
 HS5297'ROAD, THENCE 6.0 KM (3.7 MI) NORTHWESTERLY ALONG AMESTI ROAD, THENCE
 HS5297'2.3 KM (1.4 MI) NORTHERLY ALONG BROWNS VALLEY ROAD, 5.7 M (18.7 FT)
 HS5297'WEST OF THE CENTERLINE OF THE ROAD, 5.0 M (16.4 FT) NORTHEAST OF THE
 HS5297'CENTERLINE OF ROAD 491-495, 1.7 M (5.6 FT) WEST OF UTILITY POLE
 HS5297'NUMBER L 504, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND IN A
 HS5297'CONCRETE MONUMENT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2186 ***********************************************************************
 EV2186  DESIGNATION -  361.3 C
 EV2186  PID         -  EV2186
 EV2186  STATE/COUNTY-  CA/LOS ANGELES
 EV2186  USGS QUAD   -  LITTLEROCK (1992)
 EV2186
 EV2186                         *CURRENT SURVEY CONTROL
 EV2186  ___________________________________________________________________
 EV2186* NAD 83(1986)-  34 31 29.     (N)    117 55 49.     (W)     SCALED    
 EV2186* NAVD 88     -       894.23   (+/-2cm)    2933.8    (feet)  VERTCON   
 EV2186  ___________________________________________________________________
 EV2186  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EV2186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2186
 EV2186.The horizontal coordinates were scaled from a topographic map and have
 EV2186.an estimated accuracy of +/- 6 seconds.
 EV2186
 EV2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2186.The vertical order pertains to the NGVD 29 superseded value.
 EV2186
 EV2186.The geoid height was determined by GEOID03.
 EV2186
 EV2186;                    North         East    Units  Estimated Accuracy
 EV2186;SPC CA 5     -   613,670.    2,006,400.      MT  (+/- 180 meters Scaled)
 EV2186
 EV2186                          SUPERSEDED SURVEY CONTROL
 EV2186
 EV2186  NGVD 29 (??/??/92)  893.343  (m)         2930.91   (f) ADJ UNCH    2 0
 EV2186
 EV2186.Superseded values are not recommended for survey control.
 EV2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2186.See file dsdata.txt to determine how the superseded data were derived.
 EV2186
 EV2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU146207(NAD 83)
 EV2186_MARKER: DD = SURVEY DISK
 EV2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2186_STAMPING: 361.3 C B M 1968
 EV2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2186+STABILITY: SURFACE MOTION
 EV2186
 EV2186  HISTORY     - Date     Condition        Report By
 EV2186  HISTORY     - 1968     MONUMENTED       CADWR
 EV2186  HISTORY     - 1971     GOOD             NGS
 EV2186
 EV2186                          STATION DESCRIPTION
 EV2186
 EV2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2186'1.3 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2186'1.3 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2186'PEARBLOSSOM PUMP PLANT, 15 1/4 FENCE POST EAST OF A BRACE POST
 EV2186'IN THE RIGHT-OF-WAY FENCE, 59 FEET NORTH OF THE CENTER LINE OF
 EV2186'THE NORTH LEVEE ROAD, 0.1 FOOT SOUTH OF THE FENCE, 1.4 FEET
 EV2186'EAST OF A WITNESS POST, ABOUT 15 FEET LOWER THAN THE ROAD, AND
 EV2186'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 EV2186'THE GROUND.  SECTION 16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1549 ***********************************************************************
 EW1549  DESIGNATION -  361.359 C OF LA
 EW1549  PID         -  EW1549
 EW1549  STATE/COUNTY-  CA/LOS ANGELES
 EW1549  USGS QUAD   -  HOLLYWOOD (1994)
 EW1549
 EW1549                         *CURRENT SURVEY CONTROL
 EW1549  ___________________________________________________________________
 EW1549* NAD 83(1986)-  34 05 52.     (N)    118 18 58.     (W)     SCALED    
 EW1549* NAVD 88     -       110.94   (+/-2cm)     364.0    (feet)  VERTCON   
 EW1549  ___________________________________________________________________
 EW1549  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EW1549  VERT ORDER  -  THIRD (See Below)
 EW1549
 EW1549.The horizontal coordinates were scaled from a topographic map and have
 EW1549.an estimated accuracy of +/- 6 seconds.
 EW1549
 EW1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1549.The vertical order pertains to the NGVD 29 superseded value.
 EW1549
 EW1549.The geoid height was determined by GEOID03.
 EW1549
 EW1549;                    North         East    Units  Estimated Accuracy
 EW1549;SPC CA 5     -   566,360.    1,970,830.      MT  (+/- 180 meters Scaled)
 EW1549
 EW1549                          SUPERSEDED SURVEY CONTROL
 EW1549
 EW1549  NGVD 29 (??/??/??)  110.15   (m)          361.4    (f) RESET       3  
 EW1549
 EW1549.Superseded values are not recommended for survey control.
 EW1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1549.See file dsdata.txt to determine how the superseded data were derived.
 EW1549
 EW1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT785737(NAD 83)
 EW1549_MARKER: S = SPIKE
 EW1549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1549_SP_SET: CATCH BASIN
 EW1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1549
 EW1549  HISTORY     - Date     Condition        Report By
 EW1549  HISTORY     - UNK      MONUMENTED       CA1980
 EW1549  HISTORY     - 1945     GOOD             NGS
 EW1549  HISTORY     - 1966     GOOD             NGS
 EW1549
 EW1549                          STATION DESCRIPTION
 EW1549
 EW1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1549'AT LOS ANGELES.
 EW1549'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BLVD. AND VAN NESS
 EW1549'AVENUE, IN THE WEST CURB OF VAN NESS AVENUE, 21.5 FEET SOUTH
 EW1549'OF THE SOUTH CURBLINE OF SUNSET BLVD. AND IN THE NORTH END OF A
 EW1549'CATCH BASIN WHICH HAS BEEN STOPPED UP WITH CONCRETE.  A CUT
 EW1549'SPIKE SET IN CONCRETE.
 EW1549
 EW1549                          STATION RECOVERY (1966)
 EW1549
 EW1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2182 ***********************************************************************
 EV2182  DESIGNATION -  361.8 C
 EV2182  PID         -  EV2182
 EV2182  STATE/COUNTY-  CA/LOS ANGELES
 EV2182  USGS QUAD   -  LITTLEROCK (1992)
 EV2182
 EV2182                         *CURRENT SURVEY CONTROL
 EV2182  ___________________________________________________________________
 EV2182* NAD 83(1986)-  34 31 12.     (N)    117 55 23.     (W)     SCALED    
 EV2182* NAVD 88     -       895.12   (+/-2cm)    2936.7    (feet)  VERTCON   
 EV2182  ___________________________________________________________________
 EV2182  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV2182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2182
 EV2182.The horizontal coordinates were scaled from a topographic map and have
 EV2182.an estimated accuracy of +/- 6 seconds.
 EV2182
 EV2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2182.The vertical order pertains to the NGVD 29 superseded value.
 EV2182
 EV2182.The geoid height was determined by GEOID03.
 EV2182
 EV2182;                    North         East    Units  Estimated Accuracy
 EV2182;SPC CA 5     -   613,150.    2,007,060.      MT  (+/- 180 meters Scaled)
 EV2182
 EV2182                          SUPERSEDED SURVEY CONTROL
 EV2182
 EV2182  NGVD 29 (??/??/92)  894.231  (m)         2933.82   (f) ADJ UNCH    2 0
 EV2182
 EV2182.Superseded values are not recommended for survey control.
 EV2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2182.See file dsdata.txt to determine how the superseded data were derived.
 EV2182
 EV2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU152202(NAD 83)
 EV2182_MARKER: DD = SURVEY DISK
 EV2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2182_STAMPING: 361.8 C
 EV2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2182+STABILITY: SURFACE MOTION
 EV2182
 EV2182  HISTORY     - Date     Condition        Report By
 EV2182  HISTORY     - UNK      MONUMENTED       CADWR
 EV2182  HISTORY     - 1971     GOOD             NGS
 EV2182
 EV2182                          STATION DESCRIPTION
 EV2182
 EV2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2182'0.7 MI NW FROM PEARBLOSSOM PUMP PLANT.
 EV2182'0.7 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2182'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A POWER LINE, 63 FEET
 EV2182'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0
 EV2182'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHEAST OF
 EV2182'A WITNESS POST, ABOUT 8 FEET LOWER THAN THE ROAD, AND SET IN THE
 EV2182'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2182'SECTION 16, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2874 ***********************************************************************
 EV2874  DESIGNATION -  361.9 A
 EV2874  PID         -  EV2874
 EV2874  STATE/COUNTY-  CA/LOS ANGELES
 EV2874  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2874
 EV2874                         *CURRENT SURVEY CONTROL
 EV2874  ___________________________________________________________________
 EV2874* NAD 83(1986)-  34 29 30.     (N)    117 55 08.     (W)     SCALED    
 EV2874* NAVD 88     -      1062.01   (+/-2cm)    3484.3    (feet)  VERTCON   
 EV2874  ___________________________________________________________________
 EV2874  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2874
 EV2874.The horizontal coordinates were scaled from a topographic map and have
 EV2874.an estimated accuracy of +/- 6 seconds.
 EV2874
 EV2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2874.The vertical order pertains to the NGVD 29 superseded value.
 EV2874
 EV2874.The geoid height was determined by GEOID03.
 EV2874
 EV2874;                    North         East    Units  Estimated Accuracy
 EV2874;SPC CA 5     -   610,000.    2,007,450.      MT  (+/- 180 meters Scaled)
 EV2874
 EV2874                          SUPERSEDED SURVEY CONTROL
 EV2874
 EV2874  NGVD 29 (??/??/92) 1061.096  (m)         3481.28   (f) ADJ UNCH    2 0
 EV2874
 EV2874.Superseded values are not recommended for survey control.
 EV2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2874.See file dsdata.txt to determine how the superseded data were derived.
 EV2874
 EV2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU156170(NAD 83)
 EV2874_MARKER: DD = SURVEY DISK
 EV2874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2874_SP_SET: SIPHON
 EV2874_STAMPING: MILE 361.9 A
 EV2874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2874
 EV2874  HISTORY     - Date     Condition        Report By
 EV2874  HISTORY     - UNK      MONUMENTED       CADWR
 EV2874  HISTORY     - 1971     GOOD             NGS
 EV2874
 EV2874                          STATION DESCRIPTION
 EV2874
 EV2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2874'1.3 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2874'1.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2874'PEARBLOSSOM PUMP PLANT, AT A SIPHON, IN THE TOP AND 0.5 FOOT
 EV2874'SOUTH OF THE NORTH CORNER OF A CONCRETE WALL OF THE SIPHON, 6.5
 EV2874'FEET NORTHWEST OF A WALKWAY ACROSS THE SIPHON, 0.5 FOOT NORTHEAST
 EV2874'OF A GUARDRAIL POST, AND ABOUT 8 FEET LOWER THAN THE LEVEE ROAD.
 EV2874'SECTION 27, T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2875 ***********************************************************************
 EV2875  DESIGNATION -  361.9 B
 EV2875  PID         -  EV2875
 EV2875  STATE/COUNTY-  CA/LOS ANGELES
 EV2875  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2875
 EV2875                         *CURRENT SURVEY CONTROL
 EV2875  ___________________________________________________________________
 EV2875* NAD 83(1986)-  34 29 30.     (N)    117 55 08.     (W)     SCALED    
 EV2875* NAVD 88     -      1061.07   (+/-2cm)    3481.2    (feet)  VERTCON   
 EV2875  ___________________________________________________________________
 EV2875  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2875
 EV2875.The horizontal coordinates were scaled from a topographic map and have
 EV2875.an estimated accuracy of +/- 6 seconds.
 EV2875
 EV2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2875.The vertical order pertains to the NGVD 29 superseded value.
 EV2875
 EV2875.The geoid height was determined by GEOID03.
 EV2875
 EV2875;                    North         East    Units  Estimated Accuracy
 EV2875;SPC CA 5     -   610,000.    2,007,450.      MT  (+/- 180 meters Scaled)
 EV2875
 EV2875                          SUPERSEDED SURVEY CONTROL
 EV2875
 EV2875  NGVD 29 (??/??/92) 1060.161  (m)         3478.21   (f) ADJ UNCH    2 0
 EV2875
 EV2875.Superseded values are not recommended for survey control.
 EV2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2875.See file dsdata.txt to determine how the superseded data were derived.
 EV2875
 EV2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU156170(NAD 83)
 EV2875_MARKER: DD = SURVEY DISK
 EV2875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2875_SP_SET: CONCRETE LINING
 EV2875_STAMPING: MILE 361.9 B
 EV2875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2875
 EV2875  HISTORY     - Date     Condition        Report By
 EV2875  HISTORY     - UNK      MONUMENTED       CADWR
 EV2875  HISTORY     - 1971     GOOD             NGS
 EV2875
 EV2875                          STATION DESCRIPTION
 EV2875
 EV2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2875'1.3 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2875'1.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2875'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EV2875'LINING OF THE AQUEDUCT, 54.7 FEET SOUTH OF A GUARDRAIL POST,
 EV2875'27 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE
 EV2875'ROAD, AND ABOUT 8 FEET LOWER THAN THE ROAD.  SECTION 27, T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0363 ***********************************************************************
 GS0363  DESIGNATION -  3612
 GS0363  PID         -  GS0363
 GS0363  STATE/COUNTY-  CA/INYO
 GS0363  USGS QUAD   -  EMIGRANT PASS (1988)
 GS0363
 GS0363                         *CURRENT SURVEY CONTROL
 GS0363  ___________________________________________________________________
 GS0363* NAD 83(1986)-  36 15 51.     (N)    117 12 27.     (W)     SCALED    
 GS0363* NAVD 88     -      1102.809  (meters)    3618.13   (feet)  ADJUSTED  
 GS0363  ___________________________________________________________________
 GS0363  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 GS0363  DYNAMIC HT  -        1101.549 (meters)    3614.00  (feet)  COMP
 GS0363  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 GS0363
 GS0363  VERT ORDER  -  FIRST     CLASS II
 GS0363
 GS0363.The horizontal coordinates were scaled from a topographic map and have
 GS0363.an estimated accuracy of +/- 6 seconds.
 GS0363
 GS0363.The orthometric height was determined by differential leveling
 GS0363.and adjusted in June 1991.
 GS0363
 GS0363.The geoid height was determined by GEOID03.
 GS0363
 GS0363.The dynamic height is computed by dividing the NAVD 88
 GS0363.geopotential number by the normal gravity value computed on the
 GS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0363.degrees latitude (g = 980.6199 gals.).
 GS0363
 GS0363.The modeled gravity was interpolated from observed gravity values.
 GS0363
 GS0363;                    North         East    Units  Estimated Accuracy
 GS0363;SPC CA 4     -   604,790.    2,161,060.      MT  (+/- 180 meters Scaled)
 GS0363
 GS0363                          SUPERSEDED SURVEY CONTROL
 GS0363
 GS0363  NGVD 29 (??/??/??) 1101.824  (m)         3614.90   (f) ADJUSTED    1 2
 GS0363
 GS0363.Superseded values are not recommended for survey control.
 GS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0363.See file dsdata.txt to determine how the superseded data were derived.
 GS0363
 GS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA813132(NAD 83)
 GS0363_MARKER: P = PIPE CAP
 GS0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0363_STAMPING: 3612 B 164 1907
 GS0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0363
 GS0363  HISTORY     - Date     Condition        Report By
 GS0363  HISTORY     - 1907     MONUMENTED       USGS
 GS0363  HISTORY     - 1933     GOOD             NGS
 GS0363
 GS0363                          STATION DESCRIPTION
 GS0363
 GS0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0363'AT WILDROSE.
 GS0363'AT WILDROSE, INYO COUNTY, 81 FEET EAST OF THE EAST END OF A HOUSE
 GS0363'ON THE NORTH SIDE OF A CANYON, ON THE NORTH SIDE OF A WASH,
 GS0363'36 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 6 FEET
 GS0363'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GS0363'CAP, STAMPED 3612 B 164 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0363'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0569 ***********************************************************************
 KT0569  DESIGNATION -  3618.6 USGS
 KT0569  PID         -  KT0569
 KT0569  STATE/COUNTY-  CA/LAKE
 KT0569  USGS QUAD   -  BARTLETT MTN (1994)
 KT0569
 KT0569                         *CURRENT SURVEY CONTROL
 KT0569  ___________________________________________________________________
 KT0569* NAD 83(1986)-  39 08 36.     (N)    122 45 08.     (W)     SCALED    
 KT0569* NAVD 88     -      1103.85   (+/-2cm)    3621.5    (feet)  VERTCON   
 KT0569  ___________________________________________________________________
 KT0569  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 KT0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0569
 KT0569.The horizontal coordinates were scaled from a topographic map and have
 KT0569.an estimated accuracy of +/- 6 seconds.
 KT0569
 KT0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0569.The vertical order pertains to the NGVD 29 superseded value.
 KT0569
 KT0569.The geoid height was determined by GEOID03.
 KT0569
 KT0569;                    North         East    Units  Estimated Accuracy
 KT0569;SPC CA 2     -   664,190.    1,934,980.      MT  (+/- 180 meters Scaled)
 KT0569
 KT0569                          SUPERSEDED SURVEY CONTROL
 KT0569
 KT0569  NGVD 29 (??/??/92) 1102.939  (m)         3618.56   (f) ADJ UNCH    2 0
 KT0569
 KT0569.Superseded values are not recommended for survey control.
 KT0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0569.See file dsdata.txt to determine how the superseded data were derived.
 KT0569
 KT0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ214327(NAD 83)
 KT0569_MARKER: Q = CHISELED SQUARE
 KT0569_SETTING: 66 = SET IN ROCK OUTCROP
 KT0569_SP_SET: ROCK LEDGE
 KT0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0569+STABILITY: POSITION/ELEVATION WELL
 KT0569
 KT0569  HISTORY     - Date     Condition        Report By
 KT0569  HISTORY     - UNK      MONUMENTED       USGS
 KT0569  HISTORY     - 1935     GOOD             NGS
 KT0569  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0569
 KT0569                          STATION DESCRIPTION
 KT0569
 KT0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0569'6.4 MI SW FROM BARTLETT SPRINGS.
 KT0569'6.4 MILES SOUTHWEST ALONG THE LUCERNE ROAD FROM BARTLETT SPRINGS,
 KT0569'LAKE COUNTY, 33 FEET NORTHEAST OF THE MOUTH OF A SMALL ROCKY
 KT0569'RAVINE, 12 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND ON
 KT0569'THE TOP OF A ROCK LEDGE.  A CHISELED SQUARE.
 KT0569
 KT0569                          STATION RECOVERY (1966)
 KT0569
 KT0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0022 ***********************************************************************
 GS0022  DESIGNATION -  3619
 GS0022  PID         -  GS0022
 GS0022  STATE/COUNTY-  CA/INYO
 GS0022  USGS QUAD   -  VERMILLION CANYON (1987)
 GS0022
 GS0022                         *CURRENT SURVEY CONTROL
 GS0022  ___________________________________________________________________
 GS0022* NAD 83(1986)-  36 18 53.     (N)    117 58 05.     (W)     SCALED    
 GS0022* NAVD 88     -      1103.66   (+/-2cm)    3620.9    (feet)  VERTCON   
 GS0022  ___________________________________________________________________
 GS0022  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GS0022  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0022
 GS0022.The horizontal coordinates were scaled from a topographic map and have
 GS0022.an estimated accuracy of +/- 6 seconds.
 GS0022
 GS0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0022.The vertical order pertains to the NGVD 29 superseded value.
 GS0022
 GS0022.The geoid height was determined by GEOID03.
 GS0022
 GS0022;                    North         East    Units  Estimated Accuracy
 GS0022;SPC CA 4     -   609,390.    2,092,670.      MT  (+/- 180 meters Scaled)
 GS0022
 GS0022                          SUPERSEDED SURVEY CONTROL
 GS0022
 GS0022  NGVD 29 (??/??/??) 1102.608  (m)         3617.47   (f) ADJUSTED    1 2
 GS0022
 GS0022.Superseded values are not recommended for survey control.
 GS0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0022.See file dsdata.txt to determine how the superseded data were derived.
 GS0022
 GS0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA130192(NAD 83)
 GS0022_MARKER: P = PIPE CAP
 GS0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0022_STAMPING: 3619
 GS0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0022
 GS0022  HISTORY     - Date     Condition        Report By
 GS0022  HISTORY     - UNK      MONUMENTED       USGS
 GS0022  HISTORY     - 1933     GOOD             NGS
 GS0022  HISTORY     - 1984     MARK NOT FOUND   NGS
 GS0022
 GS0022                          STATION DESCRIPTION
 GS0022
 GS0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0022'3.1 MI E FROM OLANCHA.
 GS0022'3.1 MILES EAST ALONG THE DARWIN ROAD FROM OLANCHA, INYO COUNTY,
 GS0022'AND 20 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A UNITED
 GS0022'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3619 AND RIVETED
 GS0022'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 GS0022
 GS0022                          STATION RECOVERY (1984)
 GS0022
 GS0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GS0022'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1280 ***********************************************************************
 HS1280  DESIGNATION -  362 USGS
 HS1280  PID         -  HS1280
 HS1280  STATE/COUNTY-  CA/MADERA
 HS1280  USGS QUAD   -  RAYNOR CREEK (1981)
 HS1280
 HS1280                         *CURRENT SURVEY CONTROL
 HS1280  ___________________________________________________________________
 HS1280* NAD 83(1986)-  37 07 32.     (N)    120 01 13.     (W)     SCALED    
 HS1280* NAVD 88     -       109.80   (+/-2cm)     360.2    (feet)  VERTCON   
 HS1280  ___________________________________________________________________
 HS1280  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS1280  VERT ORDER  -  THIRD (See Below)
 HS1280
 HS1280.The horizontal coordinates were scaled from a topographic map and have
 HS1280.an estimated accuracy of +/- 6 seconds.
 HS1280
 HS1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1280.The vertical order pertains to the NGVD 29 superseded value.
 HS1280
 HS1280.The geoid height was determined by GEOID03.
 HS1280
 HS1280;                    North         East    Units  Estimated Accuracy
 HS1280;SPC CA 3     -   569,530.    2,042,630.      MT  (+/- 180 meters Scaled)
 HS1280
 HS1280                          SUPERSEDED SURVEY CONTROL
 HS1280
 HS1280  NGVD 29 (??/??/??)  109.10   (m)          357.9    (f) RESET       3  
 HS1280
 HS1280.Superseded values are not recommended for survey control.
 HS1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1280.See file dsdata.txt to determine how the superseded data were derived.
 HS1280
 HS1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG647129(NAD 83)
 HS1280_MARKER: DD = SURVEY DISK
 HS1280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1280_SP_SET: ABUTMENT
 HS1280_STAMPING: 362 1915
 HS1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1280
 HS1280  HISTORY     - Date     Condition        Report By
 HS1280  HISTORY     - 1915     MONUMENTED       USGS
 HS1280  HISTORY     - 1972     GOOD             NGS
 HS1280
 HS1280                          STATION DESCRIPTION
 HS1280
 HS1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1280'12.6 MI SW FROM RAYMOND.
 HS1280'7.1 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT
 HS1280'RAYMOND, THENCE 5.0 MILES WEST ALONG COUNTY ROAD 603, THENCE
 HS1280'0.45 MILE NORTH ALONG COUNTY ROAD 29, 0.05 MILE SOUTH OF THE
 HS1280'JUNCTION OF AVENUE 26, IN THE TOP OF THE EAST END OF THE
 HS1280'NORTH CONCRETE ABUTMENT OF A LARGE CORRUGATED METAL ARCH CULVERT,
 HS1280'22.1 FEET EAST OF THE CENTER LINE OF THE ROAD, 81.6 FEET
 HS1280'NORTHEAST AND ACROSS THE ROAD FROM POWER POLE 27/9, 17.3 FEET
 HS1280'SOUTH OF THE T JUNCTION OF FENCES, AND ABOUT 4 LOWER THAN THE
 HS1280'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0253 ***********************************************************************
 DZ0253  DESIGNATION -  362.40 SB CO
 DZ0253  PID         -  DZ0253
 DZ0253  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0253  USGS QUAD   -  SOLVANG (1982)
 DZ0253
 DZ0253                         *CURRENT SURVEY CONTROL
 DZ0253  ___________________________________________________________________
 DZ0253* NAD 83(1986)-  34 36 50.     (N)    120 11 38.     (W)     SCALED    
 DZ0253* NAVD 88     -       111.15   (+/-2cm)     364.7    (feet)  VERTCON   
 DZ0253  ___________________________________________________________________
 DZ0253  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DZ0253  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0253
 DZ0253.The horizontal coordinates were scaled from a topographic map and have
 DZ0253.an estimated accuracy of +/- 6 seconds.
 DZ0253
 DZ0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0253.The vertical order pertains to the NGVD 29 superseded value.
 DZ0253
 DZ0253.The geoid height was determined by GEOID03.
 DZ0253
 DZ0253;                    North         East    Units  Estimated Accuracy
 DZ0253;SPC CA 5     -   625,750.    1,798,820.      MT  (+/- 180 meters Scaled)
 DZ0253
 DZ0253                          SUPERSEDED SURVEY CONTROL
 DZ0253
 DZ0253  NGVD 29 (??/??/92)  110.373  (m)          362.12   (f) ADJ UNCH    1 2
 DZ0253
 DZ0253.Superseded values are not recommended for survey control.
 DZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0253.See file dsdata.txt to determine how the superseded data were derived.
 DZ0253
 DZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD572338(NAD 83)
 DZ0253_MARKER: DD = SURVEY DISK
 DZ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0253_SP_SET: CONCRETE FOUNDATION
 DZ0253_STAMPING: BM ELEV 362.40 SB CO SURV
 DZ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0253
 DZ0253  HISTORY     - Date     Condition        Report By
 DZ0253  HISTORY     - UNK      MONUMENTED       CA-083
 DZ0253  HISTORY     - 1960     GOOD             NGS
 DZ0253  HISTORY     - 1977     GOOD             NGS
 DZ0253
 DZ0253                          STATION DESCRIPTION
 DZ0253
 DZ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DZ0253'AT BUELLTON.
 DZ0253'AT BUELLTON, ABOUT 250 FEET NORTH OF THE CENTER OF THE INTERSECTION
 DZ0253'OF U.S. HIGHWAY 101 AND STATE HIGHWAY 150 AND BENCH MARK R 64
 DZ0253'RESET, IN TOP OF THE SOUTHEAST CONCRETE FOUNDATION OF A GENERAL
 DZ0253'PETROLEUM COMPANY WAREHOUSE, 60 FEET WEST-NORTHWEST OF THE CENTER
 DZ0253'LINE OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 101, 1.0 FOOT
 DZ0253'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF AN OFFICE DOOR, AND ABOUT
 DZ0253'LEVEL WITH THE HIGHWAY.
 DZ0253
 DZ0253                          STATION RECOVERY (1977)
 DZ0253
 DZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DZ0253'AT BUELLTON, IN THE NORTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY
 DZ0253'246 AND AVENUE OF FLAGS, 83.5 FT. NORTH OF THE NORTH CURB OF THE
 DZ0253'HIGHWAY, 8.8 FT. WEST OF WEST CURB OF THE AVENUE, IN TOP OF THE
 DZ0253'SOUTHEAST CORNER OF CONCRETE FOUNDATION OF A PETROLEUM COMPANY STUCCO
 DZ0253'BUILDING, 2 FT. SOUTHEAST OF SOUTHEAST CORNER OF BUILDING, 1 FT. SOUTH
 DZ0253'OF SOUTH END OF THE EAST ENTRANCE DOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2882 ***********************************************************************
 EV2882  DESIGNATION -  362.6 A RESET
 EV2882  PID         -  EV2882
 EV2882  STATE/COUNTY-  CA/LOS ANGELES
 EV2882  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2882
 EV2882                         *CURRENT SURVEY CONTROL
 EV2882  ___________________________________________________________________
 EV2882* NAD 83(1986)-  34 29 14.     (N)    117 54 50.     (W)     SCALED    
 EV2882* NAVD 88     -      1064.16   (+/-2cm)    3491.3    (feet)  VERTCON   
 EV2882  ___________________________________________________________________
 EV2882  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2882
 EV2882.The horizontal coordinates were scaled from a topographic map and have
 EV2882.an estimated accuracy of +/- 6 seconds.
 EV2882
 EV2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2882.The vertical order pertains to the NGVD 29 superseded value.
 EV2882
 EV2882.The geoid height was determined by GEOID03.
 EV2882
 EV2882;                    North         East    Units  Estimated Accuracy
 EV2882;SPC CA 5     -   609,510.    2,007,910.      MT  (+/- 180 meters Scaled)
 EV2882
 EV2882                          SUPERSEDED SURVEY CONTROL
 EV2882
 EV2882  NGVD 29 (??/??/92) 1063.24   (m)         3488.3    (f) COMPUTED    2 0
 EV2882
 EV2882.Superseded values are not recommended for survey control.
 EV2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2882.See file dsdata.txt to determine how the superseded data were derived.
 EV2882
 EV2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU160165(NAD 83)
 EV2882_MARKER: DD = SURVEY DISK
 EV2882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2882_SP_SET: CURB
 EV2882_STAMPING: 362.6 A BM RESET 1971
 EV2882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2882
 EV2882  HISTORY     - Date     Condition        Report By
 EV2882  HISTORY     - 1971     MONUMENTED       CADWR
 EV2882  HISTORY     - 1971     GOOD             NGS
 EV2882
 EV2882                          STATION DESCRIPTION
 EV2882
 EV2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2882'2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2882'2.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2882'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 121ST STREET EAST,
 EV2882'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE CURB OF 121ST
 EV2882'STREET EAST BRIDGE OVER THE AQUEDUCT, 14.5 FEET WEST OF THE
 EV2882'CENTER LINE OF THE STREET, 0.3 FOOT SOUTH OF THE NORTH END OF
 EV2882'THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE STREET.  SECTION 27,
 EV2882'T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2881 ***********************************************************************
 EV2881  DESIGNATION -  362.6 B
 EV2881  PID         -  EV2881
 EV2881  STATE/COUNTY-  CA/LOS ANGELES
 EV2881  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2881
 EV2881                         *CURRENT SURVEY CONTROL
 EV2881  ___________________________________________________________________
 EV2881* NAD 83(1986)-  34 29 14.     (N)    117 54 50.     (W)     SCALED    
 EV2881* NAVD 88     -      1060.98   (+/-2cm)    3480.9    (feet)  VERTCON   
 EV2881  ___________________________________________________________________
 EV2881  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2881
 EV2881.The horizontal coordinates were scaled from a topographic map and have
 EV2881.an estimated accuracy of +/- 6 seconds.
 EV2881
 EV2881.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2881.The vertical order pertains to the NGVD 29 superseded value.
 EV2881
 EV2881.The geoid height was determined by GEOID03.
 EV2881
 EV2881;                    North         East    Units  Estimated Accuracy
 EV2881;SPC CA 5     -   609,510.    2,007,910.      MT  (+/- 180 meters Scaled)
 EV2881
 EV2881                          SUPERSEDED SURVEY CONTROL
 EV2881
 EV2881  NGVD 29 (??/??/92) 1060.064  (m)         3477.89   (f) ADJ UNCH    2 0
 EV2881
 EV2881.Superseded values are not recommended for survey control.
 EV2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2881.See file dsdata.txt to determine how the superseded data were derived.
 EV2881
 EV2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU160165(NAD 83)
 EV2881_MARKER: DD = SURVEY DISK
 EV2881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2881_SP_SET: CONCRETE LINING
 EV2881_STAMPING: MILE 362.6 B
 EV2881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2881
 EV2881  HISTORY     - Date     Condition        Report By
 EV2881  HISTORY     - UNK      MONUMENTED       CADWR
 EV2881  HISTORY     - 1971     GOOD             NGS
 EV2881
 EV2881                          STATION DESCRIPTION
 EV2881
 EV2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2881'2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2881'2.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2881'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2881'OF THE AQUEDUCT, 78 FEET WEST OF THE NORTH END OF THE 121ST
 EV2881'STREET EAST BRIDGE OVER THE AQUEDUCT, AND ABOUT 12 FEET LOWER
 EV2881'THAN THE LEVEE ROAD.  SECTION 27, T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1520 ***********************************************************************
 EW1520  DESIGNATION -  362.838 C OF LA
 EW1520  PID         -  EW1520
 EW1520  STATE/COUNTY-  CA/LOS ANGELES
 EW1520  USGS QUAD   -  HOLLYWOOD (1994)
 EW1520
 EW1520                         *CURRENT SURVEY CONTROL
 EW1520  ___________________________________________________________________
 EW1520* NAD 83(1986)-  34 05 52.     (N)    118 21 17.     (W)     SCALED    
 EW1520* NAVD 88     -       111.37   (+/-2cm)     365.4    (feet)  VERTCON   
 EW1520  ___________________________________________________________________
 EW1520  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1520  VERT ORDER  -  THIRD (See Below)
 EW1520
 EW1520.The horizontal coordinates were scaled from a topographic map and have
 EW1520.an estimated accuracy of +/- 6 seconds.
 EW1520
 EW1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1520.The vertical order pertains to the NGVD 29 superseded value.
 EW1520
 EW1520.The geoid height was determined by GEOID03.
 EW1520
 EW1520;                    North         East    Units  Estimated Accuracy
 EW1520;SPC CA 5     -   566,370.    1,967,270.      MT  (+/- 180 meters Scaled)
 EW1520
 EW1520                          SUPERSEDED SURVEY CONTROL
 EW1520
 EW1520  NGVD 29 (??/??/??)  110.59   (m)          362.8    (f) RESET       3  
 EW1520
 EW1520.Superseded values are not recommended for survey control.
 EW1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1520.See file dsdata.txt to determine how the superseded data were derived.
 EW1520
 EW1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT750738(NAD 83)
 EW1520_MARKER: Z = SEE DESCRIPTION
 EW1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1520_SP_SET: CATCH BASIN
 EW1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1520
 EW1520  HISTORY     - Date     Condition        Report By
 EW1520  HISTORY     - UNK      MONUMENTED       CA1980
 EW1520  HISTORY     - 1945     GOOD             NGS
 EW1520
 EW1520                          STATION DESCRIPTION
 EW1520
 EW1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1520'AT LOS ANGELES.
 EW1520'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND CURSON
 EW1520'AVENUE, IN THE NORTH CURB OF SUNSET BOULEVARD, 15.6 FEET WEST OF
 EW1520'THE WEST CURBLINE OF CURSON AVENUE AND IN THE EAST END OF A CATCH
 EW1520'BASIN.  A COPPER TACK SET IN LEAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0432 ***********************************************************************
 KS0432  DESIGNATION -  3623
 KS0432  PID         -  KS0432
 KS0432  STATE/COUNTY-  CA/PLACER
 KS0432  USGS QUAD   -  MICHIGAN BLUFF (1973)
 KS0432
 KS0432                         *CURRENT SURVEY CONTROL
 KS0432  ___________________________________________________________________
 KS0432* NAD 83(1986)-  39 00 11.     (N)    120 40 40.     (W)     SCALED    
 KS0432* NAVD 88     -      1105.25   (+/-2cm)    3626.1    (feet)  VERTCON   
 KS0432  ___________________________________________________________________
 KS0432  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 KS0432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0432
 KS0432.The horizontal coordinates were scaled from a topographic map and have
 KS0432.an estimated accuracy of +/- 6 seconds.
 KS0432
 KS0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0432.The vertical order pertains to the NGVD 29 superseded value.
 KS0432
 KS0432.The geoid height was determined by GEOID03.
 KS0432
 KS0432;                    North         East    Units  Estimated Accuracy
 KS0432;SPC CA 2     -   649,180.    2,114,520.      MT  (+/- 180 meters Scaled)
 KS0432
 KS0432                          SUPERSEDED SURVEY CONTROL
 KS0432
 KS0432  NGVD 29 (??/??/??) 1104.363  (m)         3623.23   (f) ADJUSTED    2 0
 KS0432
 KS0432.Superseded values are not recommended for survey control.
 KS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0432.See file dsdata.txt to determine how the superseded data were derived.
 KS0432
 KS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ010196(NAD 83)
 KS0432_MARKER: N = NAIL
 KS0432_SETTING: 0 = UNSPECIFIED SETTING
 KS0432_MARK LOGO: USFS  
 KS0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0432
 KS0432  HISTORY     - Date     Condition        Report By
 KS0432  HISTORY     - UNK      MONUMENTED       USFS
 KS0432  HISTORY     - 1952     GOOD             CGS
 KS0432
 KS0432                          STATION DESCRIPTION
 KS0432
 KS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0432'24.4 MI NE FROM GEORGETOWN.
 KS0432'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 KS0432'POST OFFICE AT GEORGETOWN, THENCE 15.85 MILES NORTHEAST ALONG THE
 KS0432'RALSTON RIDGE ROAD, AT A CATTLE GUARD, IN THE TRUNK OF A LARGE OAK
 KS0432'TREE, AT A JUNCTION OF A ROAD LEADING TO POWER HOUSE TRAIL, 111.5
 KS0432'FEET NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 14 1/2 FEET
 KS0432'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FEET HIGHER
 KS0432'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS
 KS0432'USFS 3623 B M ON THE SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0020 ***********************************************************************
 GS0020  DESIGNATION -  3628
 GS0020  PID         -  GS0020
 GS0020  STATE/COUNTY-  CA/INYO
 GS0020  USGS QUAD   -  VERMILLION CANYON (1987)
 GS0020
 GS0020                         *CURRENT SURVEY CONTROL
 GS0020  ___________________________________________________________________
 GS0020* NAD 83(1986)-  36 20 35.     (N)    117 55 48.     (W)     SCALED    
 GS0020* NAVD 88     -      1106.49   (+/-2cm)    3630.2    (feet)  VERTCON   
 GS0020  ___________________________________________________________________
 GS0020  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 GS0020  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0020
 GS0020.The horizontal coordinates were scaled from a topographic map and have
 GS0020.an estimated accuracy of +/- 6 seconds.
 GS0020
 GS0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0020.The vertical order pertains to the NGVD 29 superseded value.
 GS0020
 GS0020.The geoid height was determined by GEOID03.
 GS0020
 GS0020;                    North         East    Units  Estimated Accuracy
 GS0020;SPC CA 4     -   612,580.    2,096,050.      MT  (+/- 180 meters Scaled)
 GS0020
 GS0020                          SUPERSEDED SURVEY CONTROL
 GS0020
 GS0020  NGVD 29 (??/??/??) 1105.436  (m)         3626.75   (f) ADJUSTED    1 2
 GS0020
 GS0020.Superseded values are not recommended for survey control.
 GS0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0020.See file dsdata.txt to determine how the superseded data were derived.
 GS0020
 GS0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA165224(NAD 83)
 GS0020_MARKER: P = PIPE CAP
 GS0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0020_STAMPING: 3628
 GS0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0020
 GS0020  HISTORY     - Date     Condition        Report By
 GS0020  HISTORY     - UNK      MONUMENTED       USGS
 GS0020  HISTORY     - 1933     GOOD             NGS
 GS0020
 GS0020                          STATION DESCRIPTION
 GS0020
 GS0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0020'6.3 MI NE FROM OLANCHA.
 GS0020'6.3 MILES NORTHEAST ALONG THE DARWIN ROAD FROM OLANCHA, INYO
 GS0020'COUNTY, AND 50 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 GS0020'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3628 AND
 GS0020'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2931 ***********************************************************************
 EV2931  DESIGNATION -  363.3 A
 EV2931  PID         -  EV2931
 EV2931  STATE/COUNTY-  CA/LOS ANGELES
 EV2931  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2931
 EV2931                         *CURRENT SURVEY CONTROL
 EV2931  ___________________________________________________________________
 EV2931* NAD 83(1986)-  34 28 56.     (N)    117 54 06.     (W)     SCALED    
 EV2931* NAVD 88     -      1063.97   (+/-2cm)    3490.7    (feet)  VERTCON   
 EV2931  ___________________________________________________________________
 EV2931  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2931
 EV2931.The horizontal coordinates were scaled from a topographic map and have
 EV2931.an estimated accuracy of +/- 6 seconds.
 EV2931
 EV2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2931.The vertical order pertains to the NGVD 29 superseded value.
 EV2931
 EV2931.The geoid height was determined by GEOID03.
 EV2931
 EV2931;                    North         East    Units  Estimated Accuracy
 EV2931;SPC CA 5     -   608,960.    2,009,030.      MT  (+/- 180 meters Scaled)
 EV2931
 EV2931                          SUPERSEDED SURVEY CONTROL
 EV2931
 EV2931  NGVD 29 (??/??/92) 1063.054  (m)         3487.70   (f) ADJ UNCH    2 0
 EV2931
 EV2931.Superseded values are not recommended for survey control.
 EV2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2931.See file dsdata.txt to determine how the superseded data were derived.
 EV2931
 EV2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU172159(NAD 83)
 EV2931_MARKER: DD = SURVEY DISK
 EV2931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2931_SP_SET: BRIDGE
 EV2931_STAMPING: 363.3 A 1971
 EV2931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2931
 EV2931  HISTORY     - Date     Condition        Report By
 EV2931  HISTORY     - 1971     MONUMENTED       CADWR
 EV2931  HISTORY     - 1971     GOOD             NGS
 EV2931
 EV2931                          STATION DESCRIPTION
 EV2931
 EV2931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2931'2.7 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2931'2.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2931'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHWEST CORNER OF
 EV2931'THE CONCRETE DECK OF AN ACCESS BRIDGE OVER THE AQUEDUCT, 10.0
 EV2931'FEET WEST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT SOUTH OF
 EV2931'THE NORTH END OF THE DECK, 0.5 FOOT EAST OF THE WEST CONCRETE
 EV2931'CURB OF THE BRIDGE, AND ABOUT LEVEL WITH THE ROAD.  SECTION
 EV2931'35, T 5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2932 ***********************************************************************
 EV2932  DESIGNATION -  363.3 B
 EV2932  PID         -  EV2932
 EV2932  STATE/COUNTY-  CA/LOS ANGELES
 EV2932  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2932
 EV2932                         *CURRENT SURVEY CONTROL
 EV2932  ___________________________________________________________________
 EV2932* NAD 83(1986)-  34 28 56.     (N)    117 54 06.     (W)     SCALED    
 EV2932* NAVD 88     -      1060.96   (+/-2cm)    3480.8    (feet)  VERTCON   
 EV2932  ___________________________________________________________________
 EV2932  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2932
 EV2932.The horizontal coordinates were scaled from a topographic map and have
 EV2932.an estimated accuracy of +/- 6 seconds.
 EV2932
 EV2932.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2932.The vertical order pertains to the NGVD 29 superseded value.
 EV2932
 EV2932.The geoid height was determined by GEOID03.
 EV2932
 EV2932;                    North         East    Units  Estimated Accuracy
 EV2932;SPC CA 5     -   608,960.    2,009,030.      MT  (+/- 180 meters Scaled)
 EV2932
 EV2932                          SUPERSEDED SURVEY CONTROL
 EV2932
 EV2932  NGVD 29 (??/??/92) 1060.039  (m)         3477.81   (f) ADJ UNCH    2 0
 EV2932
 EV2932.Superseded values are not recommended for survey control.
 EV2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2932.See file dsdata.txt to determine how the superseded data were derived.
 EV2932
 EV2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU172159(NAD 83)
 EV2932_MARKER: DD = SURVEY DISK
 EV2932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2932_SP_SET: CONCRETE LINING
 EV2932_STAMPING: MILE 363.3 B
 EV2932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2932
 EV2932  HISTORY     - Date     Condition        Report By
 EV2932  HISTORY     - UNK      MONUMENTED       CADWR
 EV2932  HISTORY     - 1971     GOOD             NGS
 EV2932
 EV2932                          STATION DESCRIPTION
 EV2932
 EV2932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2932'2.7 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2932'2.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2932'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2932'OF THE AQUEDUCT, 74.0 FEET WEST OF THE NORTH END OF AN ACCESS
 EV2932'BRIDGE, AND ABOUT 9 FEET LOWER THAN THE LEVEE ROAD.  SECTION
 EV2932'35, T 5N, R 10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2915 ***********************************************************************
 EV2915  DESIGNATION -  363.4 C
 EV2915  PID         -  EV2915
 EV2915  STATE/COUNTY-  CA/LOS ANGELES
 EV2915  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2915
 EV2915                         *CURRENT SURVEY CONTROL
 EV2915  ___________________________________________________________________
 EV2915* NAD 83(1986)-  34 29 56.     (N)    117 55 08.     (W)     SCALED    
 EV2915* NAVD 88     -       985.421  (meters)    3233.00   (feet)  READJUSTED
 EV2915  ___________________________________________________________________
 EV2915  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2915  DYNAMIC HT  -         984.240 (meters)    3229.13  (feet)  COMP
 EV2915  MODELED GRAV-     979,400.1   (mgal)                       NAVD 88
 EV2915
 EV2915  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EV2915
 EV2915.The horizontal coordinates were scaled from a topographic map and have
 EV2915.an estimated accuracy of +/- 6 seconds.
 EV2915
 EV2915.The orthometric height was determined by differential leveling
 EV2915.and adjusted in February 1993.
 EV2915.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EV2915.mark was located on a no-check spur therefore a value was not computed.
 EV2915.The height was derived from older observations constrained to new
 EV2915.heights in a crustal motion area.  The height is approximate in
 EV2915.relation to other heights in its vicinity.
 EV2915.No vertical observational check was made to the station.
 EV2915
 EV2915.The geoid height was determined by GEOID03.
 EV2915
 EV2915.The dynamic height is computed by dividing the NAVD 88
 EV2915.geopotential number by the normal gravity value computed on the
 EV2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2915.degrees latitude (g = 980.6199 gals.).
 EV2915
 EV2915.The modeled gravity was interpolated from observed gravity values.
 EV2915
 EV2915;                    North         East    Units  Estimated Accuracy
 EV2915;SPC CA 5     -   610,800.    2,007,450.      MT  (+/- 180 meters Scaled)
 EV2915
 EV2915                          SUPERSEDED SURVEY CONTROL
 EV2915
 EV2915  NGVD 29 (??/??/92)  984.519  (m)         3230.04   (f) ADJ UNCH    1 0
 EV2915
 EV2915.Superseded values are not recommended for survey control.
 EV2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2915.See file dsdata.txt to determine how the superseded data were derived.
 EV2915
 EV2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU156178(NAD 83)
 EV2915_MARKER: DD = SURVEY DISK
 EV2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2915_STAMPING: 363.4 C B M 1968
 EV2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2915+STABILITY: SURFACE MOTION
 EV2915
 EV2915  HISTORY     - Date     Condition        Report By
 EV2915  HISTORY     - 1968     MONUMENTED       CADWR
 EV2915  HISTORY     - 1971     GOOD             NGS
 EV2915  HISTORY     - 1977     GOOD             NGS
 EV2915
 EV2915                          STATION DESCRIPTION
 EV2915
 EV2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2915'0.7 MI S FROM PEARBLOSSOM PUMP PLANT.
 EV2915'0.7 MILE SOUTH ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2915'PEARBLOSSOM PUMP PLANT, 0.5 MILE SOUTH OF THE CROSSING OF STATE
 EV2915'HIGHWAY 138, ALONG THE EAST SIDE OF A CLEARED AREA FOR THE
 EV2915'PEARBLOSSOM PUMP PLANT DISCHARGE PIPES, ABOUT MIDWAY BETWEEN
 EV2915'TRIANGULATION STATIONS PEAR B AND PEAR F, AND SET IN THE TOP
 EV2915'OF A CONCRETE POST FLUSH WITH THE GROUND.
 EV2915
 EV2915                          STATION RECOVERY (1977)
 EV2915
 EV2915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2913 ***********************************************************************
 EV2913  DESIGNATION -  363.5
 EV2913  PID         -  EV2913
 EV2913  STATE/COUNTY-  CA/LOS ANGELES
 EV2913  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2913
 EV2913                         *CURRENT SURVEY CONTROL
 EV2913  ___________________________________________________________________
 EV2913* NAD 83(1986)-  34 29 57.     (N)    117 55 08.     (W)     SCALED    
 EV2913* NAVD 88     -      1009.48   (+/-2cm)    3311.9    (feet)  VERTCON   
 EV2913  ___________________________________________________________________
 EV2913  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2913  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2913
 EV2913.The horizontal coordinates were scaled from a topographic map and have
 EV2913.an estimated accuracy of +/- 6 seconds.
 EV2913
 EV2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2913.The vertical order pertains to the NGVD 29 superseded value.
 EV2913
 EV2913.The geoid height was determined by GEOID03.
 EV2913
 EV2913;                    North         East    Units  Estimated Accuracy
 EV2913;SPC CA 5     -   610,840.    2,007,450.      MT  (+/- 180 meters Scaled)
 EV2913
 EV2913                          SUPERSEDED SURVEY CONTROL
 EV2913
 EV2913  NGVD 29 (??/??/92) 1008.57   (m)         3309.0    (f) COMPUTED    1 1
 EV2913
 EV2913.Superseded values are not recommended for survey control.
 EV2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2913.See file dsdata.txt to determine how the superseded data were derived.
 EV2913
 EV2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU156178(NAD 83)
 EV2913_MARKER: DB = BENCH MARK DISK
 EV2913_SETTING: 0 = UNSPECIFIED SETTING
 EV2913_STAMPING: 363.5 BM 1968
 EV2913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2913
 EV2913  HISTORY     - Date     Condition        Report By
 EV2913  HISTORY     - 1968     MONUMENTED       CADWR
 EV2913  HISTORY     - 1969     GOOD             NGS
 EV2913  HISTORY     - 1973     GOOD             NGS
 EV2913
 EV2913                          STATION DESCRIPTION
 EV2913
 EV2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 EV2913'0.9 MI SW FROM PEARBLOSSOM.
 EV2913'0.25 MILE WEST ALONG STATE HIGHWAY 138 FROM THE POST OFFICE IN
 EV2913'PEARBLOSSOM TO A SIDE STREET LEFT.  TURN LEFT AND GO SOUTH
 EV2913'ALONG 121 STREET EAST FOR 0.25 MILE TO A GRADED ROAD RIGHT.  TURN
 EV2913'RIGHT AND GO WEST FOR 0.4 MILE TO A GRADED ROAD LEFT.  TURN
 EV2913'LEFT AND GO SOUTH 0.45 MILE TO THE MARK ON THE LEFT NEAR THE
 EV2913'TOP OF A LOW KNOLL.  87 FEET EAST OF TRACK ROAD, 20 FEET
 EV2913'SOUTHEAST OF HIGHEST PART OF KNOLL AND 3 FEET SOUTH OF WITNESS
 EV2913'POST.
 EV2913
 EV2913                          STATION RECOVERY (1973)
 EV2913
 EV2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EV2913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2890 ***********************************************************************
 EV2890  DESIGNATION -  363.5 A
 EV2890  PID         -  EV2890
 EV2890  STATE/COUNTY-  CA/LOS ANGELES
 EV2890  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2890
 EV2890                         *CURRENT SURVEY CONTROL
 EV2890  ___________________________________________________________________
 EV2890* NAD 83(1986)-  34 28 44.     (N)    117 53 57.     (W)     SCALED    
 EV2890* NAVD 88     -      1062.29   (+/-2cm)    3485.2    (feet)  VERTCON   
 EV2890  ___________________________________________________________________
 EV2890  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2890
 EV2890.The horizontal coordinates were scaled from a topographic map and have
 EV2890.an estimated accuracy of +/- 6 seconds.
 EV2890
 EV2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2890.The vertical order pertains to the NGVD 29 superseded value.
 EV2890
 EV2890.The geoid height was determined by GEOID03.
 EV2890
 EV2890;                    North         East    Units  Estimated Accuracy
 EV2890;SPC CA 5     -   608,590.    2,009,260.      MT  (+/- 180 meters Scaled)
 EV2890
 EV2890                          SUPERSEDED SURVEY CONTROL
 EV2890
 EV2890  NGVD 29 (??/??/92) 1061.362  (m)         3482.15   (f) ADJ UNCH    2 0
 EV2890
 EV2890.Superseded values are not recommended for survey control.
 EV2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2890.See file dsdata.txt to determine how the superseded data were derived.
 EV2890
 EV2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU174156(NAD 83)
 EV2890_MARKER: DD = SURVEY DISK
 EV2890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2890_SP_SET: CONCRETE PORTAL
 EV2890_STAMPING: MILE 363.5 A
 EV2890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2890
 EV2890  HISTORY     - Date     Condition        Report By
 EV2890  HISTORY     - UNK      MONUMENTED       CADWR
 EV2890  HISTORY     - 1971     GOOD             NGS
 EV2890
 EV2890                          STATION DESCRIPTION
 EV2890
 EV2890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2890'3 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2890'2.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2890'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE SOUTHEAST END OF THE
 EV2890'HEAD WALL OF THE NORTHWEST CONCRETE PORTAL OF TEJON SIPHON,
 EV2890'0.8 FOOT NORTHEAST OF A GUARDRAIL, AND ABOUT 2 FEET LOWER THAN
 EV2890'THE LEVEE ROAD.  SECTION 35, T5N, R 10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2891 ***********************************************************************
 EV2891  DESIGNATION -  363.5 B
 EV2891  PID         -  EV2891
 EV2891  STATE/COUNTY-  CA/LOS ANGELES
 EV2891  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2891
 EV2891                         *CURRENT SURVEY CONTROL
 EV2891  ___________________________________________________________________
 EV2891* NAD 83(1986)-  34 28 45.     (N)    117 53 57.     (W)     SCALED    
 EV2891* NAVD 88     -      1060.95   (+/-2cm)    3480.8    (feet)  VERTCON   
 EV2891  ___________________________________________________________________
 EV2891  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2891
 EV2891.The horizontal coordinates were scaled from a topographic map and have
 EV2891.an estimated accuracy of +/- 6 seconds.
 EV2891
 EV2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2891.The vertical order pertains to the NGVD 29 superseded value.
 EV2891
 EV2891.The geoid height was determined by GEOID03.
 EV2891
 EV2891;                    North         East    Units  Estimated Accuracy
 EV2891;SPC CA 5     -   608,620.    2,009,260.      MT  (+/- 180 meters Scaled)
 EV2891
 EV2891                          SUPERSEDED SURVEY CONTROL
 EV2891
 EV2891  NGVD 29 (??/??/92) 1060.03   (m)         3477.8    (f) COMPUTED    2 0
 EV2891
 EV2891.Superseded values are not recommended for survey control.
 EV2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2891.See file dsdata.txt to determine how the superseded data were derived.
 EV2891
 EV2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU174156(NAD 83)
 EV2891_MARKER: DD = SURVEY DISK
 EV2891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2891_SP_SET: CONCRETE LINING
 EV2891_STAMPING: MILE 363.5 B
 EV2891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2891
 EV2891  HISTORY     - Date     Condition        Report By
 EV2891  HISTORY     - UNK      MONUMENTED       CADWR
 EV2891  HISTORY     - 1971     GOOD             NGS
 EV2891
 EV2891                          STATION DESCRIPTION
 EV2891
 EV2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2891'3 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2891'2.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2891'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EV2891'LINING OF THE AQUEDUCT, ABOUT 100 FEET NORTHWEST OF THE PORTAL
 EV2891'OF TEJON SIPHON, 59.0 FEET WEST OF THE NORTHWEST END OF A
 EV2891'GUARDRAIL, AND ABOUT 4 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.
 EV2891'SECTION 35, T 5N, R 10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2914 ***********************************************************************
 EV2914  DESIGNATION -  363.5 C
 EV2914  PID         -  EV2914
 EV2914  STATE/COUNTY-  CA/LOS ANGELES
 EV2914  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2914
 EV2914                         *CURRENT SURVEY CONTROL
 EV2914  ___________________________________________________________________
 EV2914* NAD 83(1986)-  34 29 49.     (N)    117 55 06.     (W)     SCALED    
 EV2914* NAVD 88     -      1009.475  (meters)    3311.92   (feet)  READJUSTED
 EV2914  ___________________________________________________________________
 EV2914  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2914  DYNAMIC HT  -        1008.260 (meters)    3307.93  (feet)  COMP
 EV2914  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 EV2914
 EV2914  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EV2914
 EV2914.The horizontal coordinates were scaled from a topographic map and have
 EV2914.an estimated accuracy of +/- 6 seconds.
 EV2914
 EV2914.The orthometric height was determined by differential leveling
 EV2914.and adjusted in February 1993.
 EV2914.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EV2914.mark was located on a no-check spur therefore a value was not computed.
 EV2914.The height was derived from older observations constrained to new
 EV2914.heights in a crustal motion area.  The height is approximate in
 EV2914.relation to other heights in its vicinity.
 EV2914.No vertical observational check was made to the station.
 EV2914
 EV2914.The geoid height was determined by GEOID03.
 EV2914
 EV2914.The dynamic height is computed by dividing the NAVD 88
 EV2914.geopotential number by the normal gravity value computed on the
 EV2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2914.degrees latitude (g = 980.6199 gals.).
 EV2914
 EV2914.The modeled gravity was interpolated from observed gravity values.
 EV2914
 EV2914;                    North         East    Units  Estimated Accuracy
 EV2914;SPC CA 5     -   610,590.    2,007,500.      MT  (+/- 180 meters Scaled)
 EV2914
 EV2914                          SUPERSEDED SURVEY CONTROL
 EV2914
 EV2914  NGVD 29 (??/??/92) 1008.574  (m)         3308.96   (f) ADJ UNCH    1 0
 EV2914
 EV2914.Superseded values are not recommended for survey control.
 EV2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2914.See file dsdata.txt to determine how the superseded data were derived.
 EV2914
 EV2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU156176(NAD 83)
 EV2914_MARKER: DR = REFERENCE MARK DISK
 EV2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2914_STAMPING: 363.5 C B M 1968
 EV2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2914+STABILITY: SURFACE MOTION
 EV2914
 EV2914  HISTORY     - Date     Condition        Report By
 EV2914  HISTORY     - 1968     MONUMENTED       CADWR
 EV2914  HISTORY     - 1971     GOOD             NGS
 EV2914  HISTORY     - 1977     GOOD             NGS
 EV2914
 EV2914                          STATION DESCRIPTION
 EV2914
 EV2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2914'0.8 MI S FROM PEARBLOSSOM PUMP PLANT.
 EV2914'0.85 MILE SOUTH ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2914'PEARBLOSSOM PUMP PLANT, 0.65 MILE SOUTH OF THE CROSSING OF
 EV2914'STATE HIGHWAY 138, ON THE EAST SIDE OF A CLEARED AREA FOR
 EV2914'DISCHARGE PIPES OF THE PEARBLOSSOM PUMP PLANT, ON THE TOP OF
 EV2914'A SMALL KNOLL, ABOUT MIDWAY BETWEEN TRIANGULATION STATION PEAR
 EV2914'C AND PEAR F, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET
 EV2914'HIGHER THAN THE CLEARED AREA, AND SET IN THE TOP OF A CONCRETE
 EV2914'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 27, T5N,
 EV2914'R 10W
 EV2914
 EV2914                          STATION RECOVERY (1977)
 EV2914
 EV2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2888 ***********************************************************************
 EV2888  DESIGNATION -  363.7 A
 EV2888  PID         -  EV2888
 EV2888  STATE/COUNTY-  CA/LOS ANGELES
 EV2888  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2888
 EV2888                         *CURRENT SURVEY CONTROL
 EV2888  ___________________________________________________________________
 EV2888* NAD 83(1986)-  34 28 47.     (N)    117 54 02.     (W)     SCALED    
 EV2888* NAVD 88     -      1062.07   (+/-2cm)    3484.5    (feet)  VERTCON   
 EV2888  ___________________________________________________________________
 EV2888  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2888
 EV2888.The horizontal coordinates were scaled from a topographic map and have
 EV2888.an estimated accuracy of +/- 6 seconds.
 EV2888
 EV2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2888.The vertical order pertains to the NGVD 29 superseded value.
 EV2888
 EV2888.The geoid height was determined by GEOID03.
 EV2888
 EV2888;                    North         East    Units  Estimated Accuracy
 EV2888;SPC CA 5     -   608,680.    2,009,140.      MT  (+/- 180 meters Scaled)
 EV2888
 EV2888                          SUPERSEDED SURVEY CONTROL
 EV2888
 EV2888  NGVD 29 (??/??/92) 1061.143  (m)         3481.43   (f) ADJ UNCH    2 0
 EV2888
 EV2888.Superseded values are not recommended for survey control.
 EV2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2888.See file dsdata.txt to determine how the superseded data were derived.
 EV2888
 EV2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU173157(NAD 83)
 EV2888_MARKER: DD = SURVEY DISK
 EV2888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2888_SP_SET: CONCRETE PORTAL
 EV2888_STAMPING: 363.7 A 1971
 EV2888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2888
 EV2888  HISTORY     - Date     Condition        Report By
 EV2888  HISTORY     - 1971     MONUMENTED       CADWR
 EV2888  HISTORY     - 1971     GOOD             NGS
 EV2888
 EV2888                          STATION DESCRIPTION
 EV2888
 EV2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2888'3.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2888'3.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2888'PEARBLOSSOM PUMP PLANT, IN THE TOP AND 0.5 FOOT EAST OF THE
 EV2888'WEST END OF THE HEAD WALL OF THE NORTH CONCRETE PORTAL OF TEJON
 EV2888'SIPHON, 0.7 FOOT NORTH OF A GUARDRAIL POST, AND ABOUT 2 FEET LOWER
 EV2888'THAN THE LEVEE ROAD.  SECTION 35, T 5N, R 10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2887 ***********************************************************************
 EV2887  DESIGNATION -  363.7 B
 EV2887  PID         -  EV2887
 EV2887  STATE/COUNTY-  CA/LOS ANGELES
 EV2887  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2887
 EV2887                         *CURRENT SURVEY CONTROL
 EV2887  ___________________________________________________________________
 EV2887* NAD 83(1986)-  34 28 46.     (N)    117 54 01.     (W)     SCALED    
 EV2887* NAVD 88     -      1060.69   (+/-2cm)    3479.9    (feet)  VERTCON   
 EV2887  ___________________________________________________________________
 EV2887  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2887
 EV2887.The horizontal coordinates were scaled from a topographic map and have
 EV2887.an estimated accuracy of +/- 6 seconds.
 EV2887
 EV2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2887.The vertical order pertains to the NGVD 29 superseded value.
 EV2887
 EV2887.The geoid height was determined by GEOID03.
 EV2887
 EV2887;                    North         East    Units  Estimated Accuracy
 EV2887;SPC CA 5     -   608,650.    2,009,160.      MT  (+/- 180 meters Scaled)
 EV2887
 EV2887                          SUPERSEDED SURVEY CONTROL
 EV2887
 EV2887  NGVD 29 (??/??/92) 1059.769  (m)         3476.93   (f) ADJ UNCH    2 0
 EV2887
 EV2887.Superseded values are not recommended for survey control.
 EV2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2887.See file dsdata.txt to determine how the superseded data were derived.
 EV2887
 EV2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU173156(NAD 83)
 EV2887_MARKER: DD = SURVEY DISK
 EV2887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2887_SP_SET: CONCRETE LINING
 EV2887_STAMPING: MILE 363.7 B
 EV2887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2887
 EV2887  HISTORY     - Date     Condition        Report By
 EV2887  HISTORY     - UNK      MONUMENTED       CADWR
 EV2887  HISTORY     - 1971     GOOD             NGS
 EV2887
 EV2887                          STATION DESCRIPTION
 EV2887
 EV2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2887'3.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2887'3.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2887'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2887'OF THE AQUEDUCT, ABOUT 100 FEET EAST OF BENCH MARK 363.7 A
 EV2887'(DWR), 54.5 FEET EAST OF THE NORTHEAST END OF A GUARDRAIL,
 EV2887'AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION
 EV2887'35, T5N, R 10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2876 ***********************************************************************
 EV2876  DESIGNATION -  363.7 C
 EV2876  PID         -  EV2876
 EV2876  STATE/COUNTY-  CA/LOS ANGELES
 EV2876  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2876
 EV2876                         *CURRENT SURVEY CONTROL
 EV2876  ___________________________________________________________________
 EV2876* NAD 83(1986)-  34 29 38.     (N)    117 55 05.     (W)     SCALED    
 EV2876* NAVD 88     -      1029.858  (meters)    3378.79   (feet)  READJUSTED
 EV2876  ___________________________________________________________________
 EV2876  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2876  DYNAMIC HT  -        1028.620 (meters)    3374.73  (feet)  COMP
 EV2876  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 EV2876
 EV2876  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EV2876
 EV2876.The horizontal coordinates were scaled from a topographic map and have
 EV2876.an estimated accuracy of +/- 6 seconds.
 EV2876
 EV2876.The orthometric height was determined by differential leveling
 EV2876.and adjusted in February 1993.
 EV2876.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EV2876.mark was located on a no-check spur therefore a value was not computed.
 EV2876.The height was derived from older observations constrained to new
 EV2876.heights in a crustal motion area.  The height is approximate in
 EV2876.relation to other heights in its vicinity.
 EV2876.No vertical observational check was made to the station.
 EV2876
 EV2876.The geoid height was determined by GEOID03.
 EV2876
 EV2876.The dynamic height is computed by dividing the NAVD 88
 EV2876.geopotential number by the normal gravity value computed on the
 EV2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2876.degrees latitude (g = 980.6199 gals.).
 EV2876
 EV2876.The modeled gravity was interpolated from observed gravity values.
 EV2876
 EV2876;                    North         East    Units  Estimated Accuracy
 EV2876;SPC CA 5     -   610,250.    2,007,530.      MT  (+/- 180 meters Scaled)
 EV2876
 EV2876                          SUPERSEDED SURVEY CONTROL
 EV2876
 EV2876  NGVD 29 (??/??/92) 1028.956  (m)         3375.83   (f) ADJ UNCH    1 0
 EV2876
 EV2876.Superseded values are not recommended for survey control.
 EV2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2876.See file dsdata.txt to determine how the superseded data were derived.
 EV2876
 EV2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU157173(NAD 83)
 EV2876_MARKER: DD = SURVEY DISK
 EV2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2876_STAMPING: 363.7 C B M 1968
 EV2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2876+STABILITY: SURFACE MOTION
 EV2876
 EV2876  HISTORY     - Date     Condition        Report By
 EV2876  HISTORY     - 1968     MONUMENTED       CADWR
 EV2876  HISTORY     - 1971     GOOD             NGS
 EV2876  HISTORY     - 1977     GOOD             NGS
 EV2876
 EV2876                          STATION DESCRIPTION
 EV2876
 EV2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2876'1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2876'1.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2876'PEARBLOSSOM PUMP PLANT, 0.85 MILE SOUTH OF THE CROSSING OF STATE
 EV2876'HIGHWAY 138, ON THE EAST SIDE OF A CLEARED AREA FOR THE DISCHARGE
 EV2876'PIPES FOR THE PEARBLOSSOM PUMP PLANT, ABOUT MIDWAY BETWEEN
 EV2876'TRIANGULATION STATIONS PEAR C AND PEAR D, 2.0 FEET SOUTH OF A
 EV2876'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 EV2876'THE GROUND.  SECTION 27, T5N, R10W
 EV2876
 EV2876                          STATION RECOVERY (1977)
 EV2876
 EV2876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0046 ***********************************************************************
 DX0046  DESIGNATION -  3635
 DX0046  PID         -  DX0046
 DX0046  STATE/COUNTY-  CA/RIVERSIDE
 DX0046  USGS QUAD   -  ANZA (1996)
 DX0046
 DX0046                         *CURRENT SURVEY CONTROL
 DX0046  ___________________________________________________________________
 DX0046* NAD 83(1986)-  33 32 20.     (N)    116 44 39.     (W)     SCALED    
 DX0046* NAVD 88     -      1108.97   (+/-2cm)    3638.3    (feet)  VERTCON   
 DX0046  ___________________________________________________________________
 DX0046  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DX0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0046
 DX0046.The horizontal coordinates were scaled from a topographic map and have
 DX0046.an estimated accuracy of +/- 6 seconds.
 DX0046
 DX0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0046.The vertical order pertains to the NGVD 29 superseded value.
 DX0046
 DX0046.The geoid height was determined by GEOID03.
 DX0046
 DX0046;                    North         East    Units  Estimated Accuracy
 DX0046;SPC CA 6     -   652,290.    1,954,100.      MT  (+/- 180 meters Scaled)
 DX0046
 DX0046                          SUPERSEDED SURVEY CONTROL
 DX0046
 DX0046  NGVD 29 (??/??/??) 1108.156  (m)         3635.68   (f) ADJUSTED    2 0
 DX0046
 DX0046.Superseded values are not recommended for survey control.
 DX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0046.See file dsdata.txt to determine how the superseded data were derived.
 DX0046
 DX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT237110(NAD 83)
 DX0046_MARKER: P = PIPE CAP
 DX0046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0046_STAMPING: 3635 SEA
 DX0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0046
 DX0046  HISTORY     - Date     Condition        Report By
 DX0046  HISTORY     - UNK      MONUMENTED       USGS
 DX0046  HISTORY     - 1955     GOOD             NGS
 DX0046
 DX0046                          STATION DESCRIPTION
 DX0046
 DX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0046'4.7 MI W FROM ANZA.
 DX0046'4.7 MILES WEST ALONG CAHUILLA ROAD FROM THE POST OFFICE AT ANZA,
 DX0046'AT THE CAHUILLA SCHOOL, 174.0 FEET NORTHWEST OF THE NORTHWEST
 DX0046'CORNER OF THE SCHOOL BUILDING, 72.7 FEET SOUTH OF THE CENTER LINE
 DX0046'OF THE ROAD, 11 FEET WEST OF THE CENTER LINE OF A DIRT DRIVEWAY
 DX0046'LEADING SOUTH TO THE SCHOOL YARD, ABOUT 1 FOOT HIGHER THAN THE
 DX0046'ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH
 DX0046'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE PIPE IS LEANING,
 DX0046'THE ROD WAS HELD OVER THE LETTERS SU IN THE WORD SURVEY DURING
 DX0046'THE 1956 LEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1257 ***********************************************************************
 EV1257  DESIGNATION -  3635
 EV1257  PID         -  EV1257
 EV1257  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1257  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1257
 EV1257                         *CURRENT SURVEY CONTROL
 EV1257  ___________________________________________________________________
 EV1257* NAD 83(1986)-  34 13 31.     (N)    117 17 59.     (W)     SCALED    
 EV1257* NAVD 88     -      1108.73   (+/-2cm)    3637.6    (feet)  VERTCON   
 EV1257  ___________________________________________________________________
 EV1257  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 EV1257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV1257
 EV1257.The horizontal coordinates were scaled from a topographic map and have
 EV1257.an estimated accuracy of +/- 6 seconds.
 EV1257
 EV1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1257.The vertical order pertains to the NGVD 29 superseded value.
 EV1257
 EV1257.The geoid height was determined by GEOID03.
 EV1257
 EV1257;                    North         East    Units  Estimated Accuracy
 EV1257;SPC CA 5     -   580,680.    2,064,520.      MT  (+/- 180 meters Scaled)
 EV1257
 EV1257                          SUPERSEDED SURVEY CONTROL
 EV1257
 EV1257  NGVD 29 (??/??/92) 1107.881  (m)         3634.77   (f) ADJ UNCH    2 0
 EV1257
 EV1257.Superseded values are not recommended for survey control.
 EV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1257.See file dsdata.txt to determine how the superseded data were derived.
 EV1257
 EV1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT723871(NAD 83)
 EV1257_MARKER: DD = SURVEY DISK
 EV1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1257_STAMPING: DEVIL CANYON USFS VA BM 3635 1934
 EV1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1257+STABILITY: SURFACE MOTION
 EV1257
 EV1257  HISTORY     - Date     Condition        Report By
 EV1257  HISTORY     - 1934     MONUMENTED       USGS
 EV1257  HISTORY     - 1944     MARK NOT FOUND   NGS
 EV1257
 EV1257                          STATION DESCRIPTION
 EV1257
 EV1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EV1257'7.9 MI NE FROM SAN BERNARDINO.
 EV1257'7.9 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE INTERSECTION
 EV1257'OF HIGHLAND AVENUE AND SIERRA WAY AT SAN BERNARDINO, 7.3 MILES
 EV1257'NORTH OF THE RAILROAD CROSSING AT ARROWHEAD, 30 FEET SOUTH OF THE
 EV1257'CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTERLINE OF
 EV1257'AN OLD ROAD, 12 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 EV1257'TO DEVIL CANYON, AND 3 FEET EAST OF A GATE.  NOTE-- THE ONLY
 EV1257'ROAD LEAVING THE HIGHWAY IN THIS LOCALITY IS THE DEVIL CANYON
 EV1257'ROAD, THERE IS NO OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2937 ***********************************************************************
 EV2937  DESIGNATION -  364.3 B
 EV2937  PID         -  EV2937
 EV2937  STATE/COUNTY-  CA/LOS ANGELES
 EV2937  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2937
 EV2937                         *CURRENT SURVEY CONTROL
 EV2937  ___________________________________________________________________
 EV2937* NAD 83(1986)-  34 28 54.     (N)    117 53 22.     (W)     SCALED    
 EV2937* NAVD 88     -      1060.60   (+/-2cm)    3479.7    (feet)  VERTCON   
 EV2937  ___________________________________________________________________
 EV2937  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2937
 EV2937.The horizontal coordinates were scaled from a topographic map and have
 EV2937.an estimated accuracy of +/- 6 seconds.
 EV2937
 EV2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2937.The vertical order pertains to the NGVD 29 superseded value.
 EV2937
 EV2937.The geoid height was determined by GEOID03.
 EV2937
 EV2937;                    North         East    Units  Estimated Accuracy
 EV2937;SPC CA 5     -   608,900.    2,010,160.      MT  (+/- 180 meters Scaled)
 EV2937
 EV2937                          SUPERSEDED SURVEY CONTROL
 EV2937
 EV2937  NGVD 29 (??/??/92) 1059.678  (m)         3476.63   (f) ADJ UNCH    2 0
 EV2937
 EV2937.Superseded values are not recommended for survey control.
 EV2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2937.See file dsdata.txt to determine how the superseded data were derived.
 EV2937
 EV2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU183159(NAD 83)
 EV2937_MARKER: DD = SURVEY DISK
 EV2937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2937_SP_SET: CONCRETE LINING
 EV2937_STAMPING: MILE 364.3 B
 EV2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2937
 EV2937  HISTORY     - Date     Condition        Report By
 EV2937  HISTORY     - UNK      MONUMENTED       CADWR
 EV2937  HISTORY     - 1971     GOOD             NGS
 EV2937
 EV2937                          STATION DESCRIPTION
 EV2937
 EV2937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2937'3.6 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2937'3.65 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2937'PEARBLOSSOM PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN
 EV2937'STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT,
 EV2937'4.7 FEET EAST OF THE CENTER OF A LADDER, AND ABOUT 5 FEET
 EV2937'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 35, T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2905 ***********************************************************************
 EV2905  DESIGNATION -  364.6 A
 EV2905  PID         -  EV2905
 EV2905  STATE/COUNTY-  CA/LOS ANGELES
 EV2905  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2905
 EV2905                         *CURRENT SURVEY CONTROL
 EV2905  ___________________________________________________________________
 EV2905* NAD 83(1986)-  34 28 59.     (N)    117 52 59.     (W)     SCALED    
 EV2905* NAVD 88     -      1063.52   (+/-2cm)    3489.2    (feet)  VERTCON   
 EV2905  ___________________________________________________________________
 EV2905  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2905
 EV2905.The horizontal coordinates were scaled from a topographic map and have
 EV2905.an estimated accuracy of +/- 6 seconds.
 EV2905
 EV2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2905.The vertical order pertains to the NGVD 29 superseded value.
 EV2905
 EV2905.The geoid height was determined by GEOID03.
 EV2905
 EV2905;                    North         East    Units  Estimated Accuracy
 EV2905;SPC CA 5     -   609,050.    2,010,740.      MT  (+/- 180 meters Scaled)
 EV2905
 EV2905                          SUPERSEDED SURVEY CONTROL
 EV2905
 EV2905  NGVD 29 (??/??/92) 1062.596  (m)         3486.20   (f) ADJ UNCH    2 0
 EV2905
 EV2905.Superseded values are not recommended for survey control.
 EV2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2905.See file dsdata.txt to determine how the superseded data were derived.
 EV2905
 EV2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU189160(NAD 83)
 EV2905_MARKER: DD = SURVEY DISK
 EV2905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2905_SP_SET: BRIDGE
 EV2905_STAMPING: 364.6A 1971
 EV2905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2905
 EV2905  HISTORY     - Date     Condition        Report By
 EV2905  HISTORY     - 1971     MONUMENTED       CADWR
 EV2905  HISTORY     - 1971     GOOD             NGS
 EV2905
 EV2905                          STATION DESCRIPTION
 EV2905
 EV2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2905'4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2905'4.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2905'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE BRIDGE, IN
 EV2905'THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF THE CONCRETE
 EV2905'DECK OF THE BRIDGE, 0.4 FOOT EAST OF THE WEST CURB, AND LEVEL
 EV2905'WITH THE BRIDGE DECK.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2904 ***********************************************************************
 EV2904  DESIGNATION -  364.6 B
 EV2904  PID         -  EV2904
 EV2904  STATE/COUNTY-  CA/LOS ANGELES
 EV2904  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2904
 EV2904                         *CURRENT SURVEY CONTROL
 EV2904  ___________________________________________________________________
 EV2904* NAD 83(1986)-  34 28 59.     (N)    117 52 59.     (W)     SCALED    
 EV2904* NAVD 88     -      1060.59   (+/-2cm)    3479.6    (feet)  VERTCON   
 EV2904  ___________________________________________________________________
 EV2904  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2904
 EV2904.The horizontal coordinates were scaled from a topographic map and have
 EV2904.an estimated accuracy of +/- 6 seconds.
 EV2904
 EV2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2904.The vertical order pertains to the NGVD 29 superseded value.
 EV2904
 EV2904.The geoid height was determined by GEOID03.
 EV2904
 EV2904;                    North         East    Units  Estimated Accuracy
 EV2904;SPC CA 5     -   609,050.    2,010,740.      MT  (+/- 180 meters Scaled)
 EV2904
 EV2904                          SUPERSEDED SURVEY CONTROL
 EV2904
 EV2904  NGVD 29 (??/??/92) 1059.664  (m)         3476.58   (f) ADJ UNCH    2 0
 EV2904
 EV2904.Superseded values are not recommended for survey control.
 EV2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2904.See file dsdata.txt to determine how the superseded data were derived.
 EV2904
 EV2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU189160(NAD 83)
 EV2904_MARKER: DD = SURVEY DISK
 EV2904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2904_SP_SET: CONCRETE LINING
 EV2904_STAMPING: MILE 364.6 B
 EV2904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2904
 EV2904  HISTORY     - Date     Condition        Report By
 EV2904  HISTORY     - UNK      MONUMENTED       CADWR
 EV2904  HISTORY     - 1971     GOOD             NGS
 EV2904
 EV2904                          STATION DESCRIPTION
 EV2904
 EV2904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2904'4 M SE FROM PEARBLOSSOM PUMP PLANT.
 EV2904'4.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2904'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2904'OF THE AQUEDUCT, 90 FEET WEST OF THE NORTH END OF AN ACCESS
 EV2904'BRIDGE, AND ABOUT 6 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EV2904'SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2880 ***********************************************************************
 EV2880  DESIGNATION -  364.6 C
 EV2880  PID         -  EV2880
 EV2880  STATE/COUNTY-  CA/LOS ANGELES
 EV2880  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2880
 EV2880                         *CURRENT SURVEY CONTROL
 EV2880  ___________________________________________________________________
 EV2880* NAD 83(1986)-  34 29 14.     (N)    117 54 50.     (W)     SCALED    
 EV2880* NAVD 88     -      1061.68   (+/-2cm)    3483.2    (feet)  VERTCON   
 EV2880  ___________________________________________________________________
 EV2880  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2880
 EV2880.The horizontal coordinates were scaled from a topographic map and have
 EV2880.an estimated accuracy of +/- 6 seconds.
 EV2880
 EV2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2880.The vertical order pertains to the NGVD 29 superseded value.
 EV2880
 EV2880.The geoid height was determined by GEOID03.
 EV2880
 EV2880;                    North         East    Units  Estimated Accuracy
 EV2880;SPC CA 5     -   609,510.    2,007,910.      MT  (+/- 180 meters Scaled)
 EV2880
 EV2880                          SUPERSEDED SURVEY CONTROL
 EV2880
 EV2880  NGVD 29 (??/??/92) 1060.763  (m)         3480.19   (f) ADJ UNCH    2 0
 EV2880
 EV2880.Superseded values are not recommended for survey control.
 EV2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2880.See file dsdata.txt to determine how the superseded data were derived.
 EV2880
 EV2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU160165(NAD 83)
 EV2880_MARKER: DD = SURVEY DISK
 EV2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2880_STAMPING: 364.6 C B M 1968
 EV2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2880+STABILITY: SURFACE MOTION
 EV2880
 EV2880  HISTORY     - Date     Condition        Report By
 EV2880  HISTORY     - 1968     MONUMENTED       CADWR
 EV2880  HISTORY     - 1971     GOOD             NGS
 EV2880
 EV2880                          STATION DESCRIPTION
 EV2880
 EV2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2880'2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2880'1.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2880'PEARBLOSSOM PUMP PLANT, 0.05 MILE NORTHWEST OF THE CROSSING OF
 EV2880'121ST STREET EAST BRIDGE, 78 FEET NORTHEAST OF THE CENTER LINE
 EV2880'OF THE NORTHEAST LEVEE ROAD, 35.3 FEET SOUTHEAST OF A BRACE
 EV2880'POST IN THE FENCE, 0.2 FEET NORTHEAST OF THE FENCE, 1.8 FEET
 EV2880'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND
 EV2880'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 EV2880'GROUND.  SECTION 27, T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2906 ***********************************************************************
 EV2906  DESIGNATION -  364.64 B
 EV2906  PID         -  EV2906
 EV2906  STATE/COUNTY-  CA/LOS ANGELES
 EV2906  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2906
 EV2906                         *CURRENT SURVEY CONTROL
 EV2906  ___________________________________________________________________
 EV2906* NAD 83(1986)-  34 28 58.     (N)    117 53 01.     (W)     SCALED    
 EV2906* NAVD 88     -      1060.56   (+/-2cm)    3479.5    (feet)  VERTCON   
 EV2906  ___________________________________________________________________
 EV2906  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2906
 EV2906.The horizontal coordinates were scaled from a topographic map and have
 EV2906.an estimated accuracy of +/- 6 seconds.
 EV2906
 EV2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2906.The vertical order pertains to the NGVD 29 superseded value.
 EV2906
 EV2906.The geoid height was determined by GEOID03.
 EV2906
 EV2906;                    North         East    Units  Estimated Accuracy
 EV2906;SPC CA 5     -   609,020.    2,010,690.      MT  (+/- 180 meters Scaled)
 EV2906
 EV2906                          SUPERSEDED SURVEY CONTROL
 EV2906
 EV2906  NGVD 29 (??/??/92) 1059.635  (m)         3476.49   (f) ADJ UNCH    2 0
 EV2906
 EV2906.Superseded values are not recommended for survey control.
 EV2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2906.See file dsdata.txt to determine how the superseded data were derived.
 EV2906
 EV2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU188160(NAD 83)
 EV2906_MARKER: DD = SURVEY DISK
 EV2906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2906_SP_SET: BRIDGE
 EV2906_STAMPING: MILE 364.64 B
 EV2906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2906
 EV2906  HISTORY     - Date     Condition        Report By
 EV2906  HISTORY     - UNK      MONUMENTED       CADWR
 EV2906  HISTORY     - 1971     GOOD             NGS
 EV2906
 EV2906                          STATION DESCRIPTION
 EV2906
 EV2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2906'4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2906'4.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2906'PEARBLOSSOM PUMP PLANT, 0.05 MILE EAST OF THE CROSSING OF A
 EV2906'CONCRETE BRIDGE AND BENCH MARK 364.6A (DWR), DIRECTLY ACROSS
 EV2906'THE NORTH LEVEE FROM A DRAIN STRUCTURE, IN THE TOP OF THE NORTH
 EV2906'CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 6 FEET LOWER THAN THE
 EV2906'NORTH LEVEE ROAD.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2901 ***********************************************************************
 EV2901  DESIGNATION -  364.95 B
 EV2901  PID         -  EV2901
 EV2901  STATE/COUNTY-  CA/LOS ANGELES
 EV2901  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2901
 EV2901                         *CURRENT SURVEY CONTROL
 EV2901  ___________________________________________________________________
 EV2901* NAD 83(1986)-  34 28 51.     (N)    117 52 36.     (W)     SCALED    
 EV2901* NAVD 88     -      1060.54   (+/-2cm)    3479.5    (feet)  VERTCON   
 EV2901  ___________________________________________________________________
 EV2901  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2901
 EV2901.The horizontal coordinates were scaled from a topographic map and have
 EV2901.an estimated accuracy of +/- 6 seconds.
 EV2901
 EV2901.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2901.The vertical order pertains to the NGVD 29 superseded value.
 EV2901
 EV2901.The geoid height was determined by GEOID03.
 EV2901
 EV2901;                    North         East    Units  Estimated Accuracy
 EV2901;SPC CA 5     -   608,810.    2,011,330.      MT  (+/- 180 meters Scaled)
 EV2901
 EV2901                          SUPERSEDED SURVEY CONTROL
 EV2901
 EV2901  NGVD 29 (??/??/92) 1059.614  (m)         3476.42   (f) ADJ UNCH    2 0
 EV2901
 EV2901.Superseded values are not recommended for survey control.
 EV2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2901.See file dsdata.txt to determine how the superseded data were derived.
 EV2901
 EV2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU195158(NAD 83)
 EV2901_MARKER: DD = SURVEY DISK
 EV2901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2901_SP_SET: CONCRETE LINING
 EV2901_STAMPING: MILE 364.95 B
 EV2901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2901
 EV2901  HISTORY     - Date     Condition        Report By
 EV2901  HISTORY     - UNK      MONUMENTED       CADWR
 EV2901  HISTORY     - 1971     GOOD             NGS
 EV2901
 EV2901                          STATION DESCRIPTION
 EV2901
 EV2901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2901'4.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2901'4.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2901'PEARBLOSSOM PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN
 EV2901'STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2901'AQUEDUCT, 95.5 FEET EAST OF THE CENTER OF A LADDER, 95.0 FEET
 EV2901'WEST OF BENCH MARK 365.0 B (DWR), AND ABOUT 6 FEET LOWER THAN
 EV2901'THE NORTH LEVEE ROAD.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0024 ***********************************************************************
 GT0024  DESIGNATION -  3649
 GT0024  PID         -  GT0024
 GT0024  STATE/COUNTY-  CA/INYO
 GT0024  USGS QUAD   -  OLANCHA (1994)
 GT0024
 GT0024                         *CURRENT SURVEY CONTROL
 GT0024  ___________________________________________________________________
 GT0024* NAD 83(1986)-  36 17 01.     (N)    118 00 23.     (W)     SCALED    
 GT0024* NAVD 88     -      1112.937  (meters)    3651.36   (feet)  ADJUSTED  
 GT0024  ___________________________________________________________________
 GT0024  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GT0024  DYNAMIC HT  -        1111.617 (meters)    3647.03  (feet)  COMP
 GT0024  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 GT0024
 GT0024  VERT ORDER  -  FIRST     CLASS II
 GT0024
 GT0024.The horizontal coordinates were scaled from a topographic map and have
 GT0024.an estimated accuracy of +/- 6 seconds.
 GT0024
 GT0024.The orthometric height was determined by differential leveling
 GT0024.and adjusted in June 1991.
 GT0024
 GT0024.The geoid height was determined by GEOID03.
 GT0024
 GT0024.The dynamic height is computed by dividing the NAVD 88
 GT0024.geopotential number by the normal gravity value computed on the
 GT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0024.degrees latitude (g = 980.6199 gals.).
 GT0024
 GT0024.The modeled gravity was interpolated from observed gravity values.
 GT0024
 GT0024;                    North         East    Units  Estimated Accuracy
 GT0024;SPC CA 4     -   605,910.    2,089,260.      MT  (+/- 180 meters Scaled)
 GT0024
 GT0024                          SUPERSEDED SURVEY CONTROL
 GT0024
 GT0024  NGVD 29 (??/??/92) 1111.858  (m)         3647.82   (f) ADJ UNCH    1 2
 GT0024
 GT0024.Superseded values are not recommended for survey control.
 GT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0024.See file dsdata.txt to determine how the superseded data were derived.
 GT0024
 GT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA096158(NAD 83)
 GT0024_MARKER: P = PIPE CAP
 GT0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0024_SP_SET: SHALLOW-SET PIPE
 GT0024_STAMPING: 3649 F 1905
 GT0024_MARK LOGO: USGS  
 GT0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0024
 GT0024  HISTORY     - Date     Condition        Report By
 GT0024  HISTORY     - 1905     MONUMENTED       USGS
 GT0024  HISTORY     - 1962     GOOD             NGS
 GT0024  HISTORY     - 1984     MARK NOT FOUND   NGS
 GT0024  HISTORY     - 1987     GOOD             NGS
 GT0024
 GT0024                          STATION DESCRIPTION
 GT0024
 GT0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0024'26 MI S FROM LONE PINE.
 GT0024'25.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0024'FROM THE STATION AT LONE PINE, THENCE 0.7 MILES NORTHEAST ALONG
 GT0024'A DIRT ROAD, THENCE 0.25 MILE NORTH ALONG A DIRT ROAD, 210
 GT0024'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF DARWIN ROAD
 GT0024'AND U.S. HIGHWAY 395, AND 6, 2 FEET NORTH OF THE CONCRETE STEP
 GT0024'OF A PORCH TO A HOUSE OWNED BY MR. GEORGE BROWN, ABOUT LEVEL
 GT0024'WITH THE ROAD, AND RIVITED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 GT0024'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 GT0024
 GT0024                          STATION RECOVERY (1984)
 GT0024
 GT0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GT0024'NOT RECOVERED.
 GT0024
 GT0024                          STATION RECOVERY (1987)
 GT0024
 GT0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GT0024'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN OLANCHA,
 GT0024'AT THE JUNCTION OF US HIGHWAY 395 AND STATE HIGHWAY 190 LEADING EAST,
 GT0024'ON PROPERTY BELONGING TO TRACEY THORNBURG, AT THE NORTHEAST SIDE OF A
 GT0024'CORRAL, 25.0 M (82.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 395, 17.07
 GT0024'M (56.0 FT) NORTH OF THE CENTER OF A ENTRANCE ROAD AND A GATE, 4.57 M
 GT0024'(15.0 FT) WEST-NORTHWEST OF A WELL, 0.30 M (1.0 FT) EAST OF A FENCE,
 GT0024'RIVITED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 3 INCHES.
 GT0024'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 GT0024'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2903 ***********************************************************************
 EV2903  DESIGNATION -  365.0 A
 EV2903  PID         -  EV2903
 EV2903  STATE/COUNTY-  CA/LOS ANGELES
 EV2903  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2903
 EV2903                         *CURRENT SURVEY CONTROL
 EV2903  ___________________________________________________________________
 EV2903* NAD 83(1986)-  34 28 51.     (N)    117 52 37.     (W)     SCALED    
 EV2903* NAVD 88     -      1063.56   (+/-2cm)    3489.4    (feet)  VERTCON   
 EV2903  ___________________________________________________________________
 EV2903  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2903
 EV2903.The horizontal coordinates were scaled from a topographic map and have
 EV2903.an estimated accuracy of +/- 6 seconds.
 EV2903
 EV2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2903.The vertical order pertains to the NGVD 29 superseded value.
 EV2903
 EV2903.The geoid height was determined by GEOID03.
 EV2903
 EV2903;                    North         East    Units  Estimated Accuracy
 EV2903;SPC CA 5     -   608,810.    2,011,300.      MT  (+/- 180 meters Scaled)
 EV2903
 EV2903                          SUPERSEDED SURVEY CONTROL
 EV2903
 EV2903  NGVD 29 (??/??/92) 1062.638  (m)         3486.34   (f) ADJ UNCH    2 0
 EV2903
 EV2903.Superseded values are not recommended for survey control.
 EV2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2903.See file dsdata.txt to determine how the superseded data were derived.
 EV2903
 EV2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU194158(NAD 83)
 EV2903_MARKER: DD = SURVEY DISK
 EV2903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2903_SP_SET: BRIDGE
 EV2903_STAMPING: 365.0 A 1971
 EV2903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2903
 EV2903  HISTORY     - Date     Condition        Report By
 EV2903  HISTORY     - 1971     MONUMENTED       CADWR
 EV2903  HISTORY     - 1971     GOOD             NGS
 EV2903
 EV2903                          STATION DESCRIPTION
 EV2903
 EV2903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2903'4.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2903'4.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2903'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE BRIDGE,
 EV2903'IN THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF THE CONCRETE
 EV2903'BRIDGE DECK, 0.6 FOOT EAST OF THE WEST CURB OF THE BRIDGE, AND
 EV2903'ABOUT LEVEL WITH THE BRIDGE DECK.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2902 ***********************************************************************
 EV2902  DESIGNATION -  365.0 B
 EV2902  PID         -  EV2902
 EV2902  STATE/COUNTY-  CA/LOS ANGELES
 EV2902  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2902
 EV2902                         *CURRENT SURVEY CONTROL
 EV2902  ___________________________________________________________________
 EV2902* NAD 83(1986)-  34 28 51.     (N)    117 52 36.     (W)     SCALED    
 EV2902* NAVD 88     -      1060.55   (+/-2cm)    3479.5    (feet)  VERTCON   
 EV2902  ___________________________________________________________________
 EV2902  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2902
 EV2902.The horizontal coordinates were scaled from a topographic map and have
 EV2902.an estimated accuracy of +/- 6 seconds.
 EV2902
 EV2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2902.The vertical order pertains to the NGVD 29 superseded value.
 EV2902
 EV2902.The geoid height was determined by GEOID03.
 EV2902
 EV2902;                    North         East    Units  Estimated Accuracy
 EV2902;SPC CA 5     -   608,810.    2,011,330.      MT  (+/- 180 meters Scaled)
 EV2902
 EV2902                          SUPERSEDED SURVEY CONTROL
 EV2902
 EV2902  NGVD 29 (??/??/92) 1059.63   (m)         3476.5    (f) COMPUTED    2 0
 EV2902
 EV2902.Superseded values are not recommended for survey control.
 EV2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2902.See file dsdata.txt to determine how the superseded data were derived.
 EV2902
 EV2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU195158(NAD 83)
 EV2902_MARKER: DD = SURVEY DISK
 EV2902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2902_SP_SET: CONCRETE LINING
 EV2902_STAMPING: MILE 365.0 B
 EV2902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2902
 EV2902  HISTORY     - Date     Condition        Report By
 EV2902  HISTORY     - UNK      MONUMENTED       CADWR
 EV2902  HISTORY     - 1971     GOOD             NGS
 EV2902
 EV2902                          STATION DESCRIPTION
 EV2902
 EV2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2902'4.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2902'4.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2902'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2902'OF THE AQUEDUCT, 110 FEET WEST OF THE NORTH END OF A BRIDGE, 95.0
 EV2902'FEET EAST OF BENCH MARK 364.95 B (DWR), AND ABOUT 6 FEET LOWER
 EV2902'THAN THE NORTH LEVEE ROAD.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2936 ***********************************************************************
 EV2936  DESIGNATION -  365.2 B
 EV2936  PID         -  EV2936
 EV2936  STATE/COUNTY-  CA/LOS ANGELES
 EV2936  USGS QUAD   -  VALYERMO (1995)
 EV2936
 EV2936                         *CURRENT SURVEY CONTROL
 EV2936  ___________________________________________________________________
 EV2936* NAD 83(1986)-  34 28 52.     (N)    117 52 30.     (W)     SCALED    
 EV2936* NAVD 88     -      1060.49   (+/-2cm)    3479.3    (feet)  VERTCON   
 EV2936  ___________________________________________________________________
 EV2936  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2936  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2936
 EV2936.The horizontal coordinates were scaled from a topographic map and have
 EV2936.an estimated accuracy of +/- 6 seconds.
 EV2936
 EV2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2936.The vertical order pertains to the NGVD 29 superseded value.
 EV2936
 EV2936.The geoid height was determined by GEOID03.
 EV2936
 EV2936;                    North         East    Units  Estimated Accuracy
 EV2936;SPC CA 5     -   608,840.    2,011,480.      MT  (+/- 180 meters Scaled)
 EV2936
 EV2936                          SUPERSEDED SURVEY CONTROL
 EV2936
 EV2936  NGVD 29 (??/??/92) 1059.568  (m)         3476.27   (f) ADJ UNCH    2 0
 EV2936
 EV2936.Superseded values are not recommended for survey control.
 EV2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2936.See file dsdata.txt to determine how the superseded data were derived.
 EV2936
 EV2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU196158(NAD 83)
 EV2936_MARKER: DD = SURVEY DISK
 EV2936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2936_SP_SET: CONCRETE LINING
 EV2936_STAMPING: MILE 365.2 B
 EV2936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2936
 EV2936  HISTORY     - Date     Condition        Report By
 EV2936  HISTORY     - UNK      MONUMENTED       CADWR
 EV2936  HISTORY     - 1971     GOOD             NGS
 EV2936
 EV2936                          STATION DESCRIPTION
 EV2936
 EV2936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2936'4.6 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2936'4.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2936'PEARBLOSSOM PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN
 EV2936'STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2936'AQUEDUCT, 28 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE
 EV2936'ROAD, 214.0 FEET WEST OF THE CENTER OF A LADDER, AND ABOUT 6
 EV2936'FEET LOWER THAN THE ROAD.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2933 ***********************************************************************
 EV2933  DESIGNATION -  365.3 C
 EV2933  PID         -  EV2933
 EV2933  STATE/COUNTY-  CA/LOS ANGELES
 EV2933  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2933
 EV2933                         *CURRENT SURVEY CONTROL
 EV2933  ___________________________________________________________________
 EV2933* NAD 83(1986)-  34 28 56.     (N)    117 54 06.     (W)     SCALED    
 EV2933* NAVD 88     -      1055.47   (+/-2cm)    3462.8    (feet)  VERTCON   
 EV2933  ___________________________________________________________________
 EV2933  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2933
 EV2933.The horizontal coordinates were scaled from a topographic map and have
 EV2933.an estimated accuracy of +/- 6 seconds.
 EV2933
 EV2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2933.The vertical order pertains to the NGVD 29 superseded value.
 EV2933
 EV2933.The geoid height was determined by GEOID03.
 EV2933
 EV2933;                    North         East    Units  Estimated Accuracy
 EV2933;SPC CA 5     -   608,960.    2,009,030.      MT  (+/- 180 meters Scaled)
 EV2933
 EV2933                          SUPERSEDED SURVEY CONTROL
 EV2933
 EV2933  NGVD 29 (??/??/92) 1054.552  (m)         3459.81   (f) ADJ UNCH    2 0
 EV2933
 EV2933.Superseded values are not recommended for survey control.
 EV2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2933.See file dsdata.txt to determine how the superseded data were derived.
 EV2933
 EV2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU172159(NAD 83)
 EV2933_MARKER: DD = SURVEY DISK
 EV2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2933_STAMPING: 365.3 C B M 1968
 EV2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2933+STABILITY: SURFACE MOTION
 EV2933
 EV2933  HISTORY     - Date     Condition        Report By
 EV2933  HISTORY     - 1968     MONUMENTED       CADWR
 EV2933  HISTORY     - 1971     GOOD             NGS
 EV2933
 EV2933                          STATION DESCRIPTION
 EV2933
 EV2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2933'2.7 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2933'2.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2933'PEARBLOSSOM PUMP PLANT, ABOUT 120 FEET NORTHWEST AND ACROSS THE
 EV2933'LEVEE FROM BENCH MARK 363.3 A (DWR), 18.5 FEET WEST OF A
 EV2933'BRACE POST IN THE FENCE, 0.7 FOOT NORTH OF THE FENCE, 1.3 FEET
 EV2933'EAST OF A WITNESS POST, ABOUT 20 FEET LOWER THAN THE NORTH LEVEE
 EV2933'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 EV2933'ABOVE THE GROUND.  SECTION 35, T5N, R 10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2930 ***********************************************************************
 EV2930  DESIGNATION -  365.6 B
 EV2930  PID         -  EV2930
 EV2930  STATE/COUNTY-  CA/LOS ANGELES
 EV2930  USGS QUAD   -  VALYERMO (1995)
 EV2930
 EV2930                         *CURRENT SURVEY CONTROL
 EV2930  ___________________________________________________________________
 EV2930* NAD 83(1986)-  34 28 49.     (N)    117 52 12.     (W)     SCALED    
 EV2930* NAVD 88     -      1060.45   (+/-2cm)    3479.2    (feet)  VERTCON   
 EV2930  ___________________________________________________________________
 EV2930  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EV2930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2930
 EV2930.The horizontal coordinates were scaled from a topographic map and have
 EV2930.an estimated accuracy of +/- 6 seconds.
 EV2930
 EV2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2930.The vertical order pertains to the NGVD 29 superseded value.
 EV2930
 EV2930.The geoid height was determined by GEOID03.
 EV2930
 EV2930;                    North         East    Units  Estimated Accuracy
 EV2930;SPC CA 5     -   608,750.    2,011,940.      MT  (+/- 180 meters Scaled)
 EV2930
 EV2930                          SUPERSEDED SURVEY CONTROL
 EV2930
 EV2930  NGVD 29 (??/??/92) 1059.528  (m)         3476.13   (f) ADJ UNCH    2 0
 EV2930
 EV2930.Superseded values are not recommended for survey control.
 EV2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2930.See file dsdata.txt to determine how the superseded data were derived.
 EV2930
 EV2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU201157(NAD 83)
 EV2930_MARKER: DD = SURVEY DISK
 EV2930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2930_SP_SET: CONCRETE LINING
 EV2930_STAMPING: MILE 365.6 B
 EV2930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2930
 EV2930  HISTORY     - Date     Condition        Report By
 EV2930  HISTORY     - UNK      MONUMENTED       CADWR
 EV2930  HISTORY     - 1971     GOOD             NGS
 EV2930
 EV2930                          STATION DESCRIPTION
 EV2930
 EV2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2930'5 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2930'5.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2930'PEARBLOSSOM PUMP PLANT, ACROSS THE NORTH LEVEE FROM A DRAIN
 EV2930'STRUCTURE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2930'AQUEDUCT, 52.0 FEET EAST OF THE CENTER OF A LADDER, AND ABOUT 6
 EV2930'FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 31, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2898 ***********************************************************************
 EV2898  DESIGNATION -  365.7 B
 EV2898  PID         -  EV2898
 EV2898  STATE/COUNTY-  CA/LOS ANGELES
 EV2898  USGS QUAD   -  VALYERMO (1995)
 EV2898
 EV2898                         *CURRENT SURVEY CONTROL
 EV2898  ___________________________________________________________________
 EV2898* NAD 83(1986)-  34 28 47.     (N)    117 52 05.     (W)     SCALED    
 EV2898* NAVD 88     -      1060.46   (+/-2cm)    3479.2    (feet)  VERTCON   
 EV2898  ___________________________________________________________________
 EV2898  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EV2898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2898
 EV2898.The horizontal coordinates were scaled from a topographic map and have
 EV2898.an estimated accuracy of +/- 6 seconds.
 EV2898
 EV2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2898.The vertical order pertains to the NGVD 29 superseded value.
 EV2898
 EV2898.The geoid height was determined by GEOID03.
 EV2898
 EV2898;                    North         East    Units  Estimated Accuracy
 EV2898;SPC CA 5     -   608,680.    2,012,120.      MT  (+/- 180 meters Scaled)
 EV2898
 EV2898                          SUPERSEDED SURVEY CONTROL
 EV2898
 EV2898  NGVD 29 (??/??/92) 1059.534  (m)         3476.15   (f) ADJ UNCH    2 0
 EV2898
 EV2898.Superseded values are not recommended for survey control.
 EV2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2898.See file dsdata.txt to determine how the superseded data were derived.
 EV2898
 EV2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU202156(NAD 83)
 EV2898_MARKER: DD = SURVEY DISK
 EV2898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2898_SP_SET: CONCRETE LINING
 EV2898_STAMPING: MILE 365.7 B
 EV2898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2898
 EV2898  HISTORY     - Date     Condition        Report By
 EV2898  HISTORY     - UNK      MONUMENTED       CADWR
 EV2898  HISTORY     - 1971     GOOD             NGS
 EV2898
 EV2898                          STATION DESCRIPTION
 EV2898
 EV2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2898'5.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2898'5.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2898'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A PIPE LINE, IN THE
 EV2898'TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 80.5 FEET
 EV2898'NORTHWEST OF THE PIPE, 10.4 FEET SOUTHEAST OF PAINTED AQUEDUCT
 EV2898'MILEAGE 200+00, AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE
 EV2898'ROAD.  SECTION 31, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2806 ***********************************************************************
 EV2806  DESIGNATION -  365.9 A RESET
 EV2806  PID         -  EV2806
 EV2806  STATE/COUNTY-  CA/LOS ANGELES
 EV2806  USGS QUAD   -  VALYERMO (1995)
 EV2806
 EV2806                         *CURRENT SURVEY CONTROL
 EV2806  ___________________________________________________________________
 EV2806* NAD 83(1986)-  34 28 38.     (N)    117 51 49.     (W)     SCALED    
 EV2806* NAVD 88     -      1063.79   (+/-2cm)    3490.1    (feet)  VERTCON   
 EV2806  ___________________________________________________________________
 EV2806  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV2806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2806
 EV2806.The horizontal coordinates were scaled from a topographic map and have
 EV2806.an estimated accuracy of +/- 6 seconds.
 EV2806
 EV2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2806.The vertical order pertains to the NGVD 29 superseded value.
 EV2806
 EV2806.The geoid height was determined by GEOID03.
 EV2806
 EV2806;                    North         East    Units  Estimated Accuracy
 EV2806;SPC CA 5     -   608,410.    2,012,530.      MT  (+/- 180 meters Scaled)
 EV2806
 EV2806                          SUPERSEDED SURVEY CONTROL
 EV2806
 EV2806  NGVD 29 (??/??/92) 1062.87   (m)         3487.1    (f) COMPUTED    2 0
 EV2806
 EV2806.Superseded values are not recommended for survey control.
 EV2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2806.See file dsdata.txt to determine how the superseded data were derived.
 EV2806
 EV2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU206154(NAD 83)
 EV2806_MARKER: DD = SURVEY DISK
 EV2806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2806_SP_SET: CURB
 EV2806_STAMPING: 365.9 A RESET 1971
 EV2806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2806
 EV2806  HISTORY     - Date     Condition        Report By
 EV2806  HISTORY     - 1971     MONUMENTED       CADWR
 EV2806  HISTORY     - 1971     GOOD             NGS
 EV2806
 EV2806                          STATION DESCRIPTION
 EV2806
 EV2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2806'5.2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2806'5.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2806'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF VALYERMO ROAD, IN
 EV2806'THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE
 EV2806'CURB OF VALYERMO ROAD BRIDGE OVER THE AQUEDUCT, 15.0 FEET WEST
 EV2806'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 EV2806'ROAD.  SECTION 31, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2805 ***********************************************************************
 EV2805  DESIGNATION -  365.9 B
 EV2805  PID         -  EV2805
 EV2805  STATE/COUNTY-  CA/LOS ANGELES
 EV2805  USGS QUAD   -  VALYERMO (1995)
 EV2805
 EV2805                         *CURRENT SURVEY CONTROL
 EV2805  ___________________________________________________________________
 EV2805* NAD 83(1986)-  34 28 44.     (N)    117 51 57.     (W)     SCALED    
 EV2805* NAVD 88     -      1060.44   (+/-2cm)    3479.1    (feet)  VERTCON   
 EV2805  ___________________________________________________________________
 EV2805  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EV2805  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2805
 EV2805.The horizontal coordinates were scaled from a topographic map and have
 EV2805.an estimated accuracy of +/- 6 seconds.
 EV2805
 EV2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2805.The vertical order pertains to the NGVD 29 superseded value.
 EV2805
 EV2805.The geoid height was determined by GEOID03.
 EV2805
 EV2805;                    North         East    Units  Estimated Accuracy
 EV2805;SPC CA 5     -   608,590.    2,012,320.      MT  (+/- 180 meters Scaled)
 EV2805
 EV2805                          SUPERSEDED SURVEY CONTROL
 EV2805
 EV2805  NGVD 29 (??/??/92) 1059.518  (m)         3476.10   (f) ADJ UNCH    2 0
 EV2805
 EV2805.Superseded values are not recommended for survey control.
 EV2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2805.See file dsdata.txt to determine how the superseded data were derived.
 EV2805
 EV2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU204155(NAD 83)
 EV2805_MARKER: DD = SURVEY DISK
 EV2805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2805_SP_SET: CONCRETE LINING
 EV2805_STAMPING: MILE 365.9 B
 EV2805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2805
 EV2805  HISTORY     - Date     Condition        Report By
 EV2805  HISTORY     - UNK      MONUMENTED       CADWR
 EV2805  HISTORY     - 1971     GOOD             NGS
 EV2805
 EV2805                          STATION DESCRIPTION
 EV2805
 EV2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2805'5.2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2805'5.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2805'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF VALYERMO ROAD, IN
 EV2805'THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 92.0 FEET
 EV2805'WEST OF THE NORTH END OF VALYERMO ROAD BRIDGE OVER THE AQUEDUCT,
 EV2805'AND ABOUT 7 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 31,
 EV2805'T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0234 ***********************************************************************
 DX0234  DESIGNATION -  3654 T
 DX0234  PID         -  DX0234
 DX0234  STATE/COUNTY-  CA/SAN DIEGO
 DX0234  USGS QUAD   -  SANTA YSABEL (1988)
 DX0234
 DX0234                         *CURRENT SURVEY CONTROL
 DX0234  ___________________________________________________________________
 DX0234* NAD 83(1986)-  33 05 51.     (N)    116 38 44.     (W)     SCALED    
 DX0234* NAVD 88     -      1114.88   (+/-2cm)    3657.7    (feet)  VERTCON   
 DX0234  ___________________________________________________________________
 DX0234  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DX0234  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0234
 DX0234.The horizontal coordinates were scaled from a topographic map and have
 DX0234.an estimated accuracy of +/- 6 seconds.
 DX0234
 DX0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0234.The vertical order pertains to the NGVD 29 superseded value.
 DX0234
 DX0234.The geoid height was determined by GEOID03.
 DX0234
 DX0234;                    North         East    Units  Estimated Accuracy
 DX0234;SPC CA 6     -   603,300.    1,963,080.      MT  (+/- 180 meters Scaled)
 DX0234
 DX0234                          SUPERSEDED SURVEY CONTROL
 DX0234
 DX0234  NGVD 29 (??/??/??) 1114.138  (m)         3655.30   (f) ADJUSTED    1 2
 DX0234
 DX0234.Superseded values are not recommended for survey control.
 DX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0234.See file dsdata.txt to determine how the superseded data were derived.
 DX0234
 DX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS330621(NAD 83)
 DX0234_MARKER: P = PIPE CAP
 DX0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0234_STAMPING: 3654 T
 DX0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0234
 DX0234  HISTORY     - Date     Condition        Report By
 DX0234  HISTORY     - UNK      MONUMENTED       USGS
 DX0234  HISTORY     - 1956     GOOD             NGS
 DX0234  HISTORY     - 1960     GOOD             NGS
 DX0234
 DX0234                          STATION DESCRIPTION
 DX0234
 DX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0234'2.9 MI SE FROM SANTA YSABEL.
 DX0234'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 78 AND 79 FROM THE POST
 DX0234'OFFICE AT SANTA YSABEL, 3.7 MILES WEST OF JULIAN, 0.1 MILE
 DX0234'NORTH OF THE SPENCER VALLEY SCHOOL AT WYNOLA, AT THE SOUTHWEST
 DX0234'CORNER OF A YARD AND AT THE SOUTH END OF A ROW OF HEDGE, 261
 DX0234'FEET NORTH OF THE APPROXIMATE CENTER OF THE Y JUNCTION OF A
 DX0234'NARROW ASPHALT ROAD LEADING NORTH, 126.0 FEET NORTH OF THE EAST
 DX0234'CORNER OF THE MANZANITA GARAGE, 20 FEET EAST OF THE CENTER LINE
 DX0234'OF THE ROAD, 16.6 FEET NORTH OF A STEEL FENCE CORNER POST, ABOUT
 DX0234'LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 DX0234'IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
 DX0234
 DX0234                          STATION RECOVERY (1960)
 DX0234
 DX0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4858 ***********************************************************************
 HS4858  DESIGNATION -  3656
 HS4858  PID         -  HS4858
 HS4858  STATE/COUNTY-  CA/SANTA CLARA
 HS4858  USGS QUAD   -  MT BOARDMAN (1971)
 HS4858
 HS4858                         *CURRENT SURVEY CONTROL
 HS4858  ___________________________________________________________________
 HS4858* NAD 83(1992)-  37 24 37.58409(N)    121 27 36.87414(W)     ADJUSTED  
 HS4858* NAVD 88     -      1115.     (meters)    3658.     (feet)  SCALED    
 HS4858  ___________________________________________________________________
 HS4858  EPOCH DATE  -        1991.35
 HS4858  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 HS4858  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 HS4858  HORZ ORDER  -  SECOND
 HS4858
 HS4858.The horizontal coordinates were established by classical geodetic methods
 HS4858.and adjusted by the National Geodetic Survey in March 1994.
 HS4858.The horizontal coordinates are valid at the epoch date displayed above.
 HS4858.The epoch date for horizontal control is a decimal equivalence
 HS4858.of Year/Month/Day.
 HS4858
 HS4858.The orthometric height was scaled from a topographic map.
 HS4858
 HS4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4858
 HS4858.The geoid height was determined by GEOID03.
 HS4858
 HS4858;                    North         East     Units Scale Factor Converg.
 HS4858;SPC CA 3     -   601,477.400 1,914,994.813   MT  0.99994675   -0 35 16.4
 HS4858;SPC CA 3     - 1,973,347.10  6,282,778.82   sFT  0.99994675   -0 35 16.4
 HS4858;UTM  10      - 4,141,517.916   636,265.973   MT  0.99982873   +0 56 08.1
 HS4858
 HS4858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4858!SPC CA 3     -   0.99982998  x   0.99994675  =   0.99977674
 HS4858!UTM  10      -   0.99982998  x   0.99982873  =   0.99965874
 HS4858
 HS4858                          SUPERSEDED SURVEY CONTROL
 HS4858
 HS4858  NAD 83(1986)-  37 24 37.58394(N)    121 27 36.87387(W) AD(1984.00) 2
 HS4858  NAD 27      -  37 24 37.81600(N)    121 27 33.08400(W) AD(       ) 2
 HS4858
 HS4858.Superseded values are not recommended for survey control.
 HS4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4858.See file dsdata.txt to determine how the superseded data were derived.
 HS4858
 HS4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3626641518(NAD 83)
 HS4858
 HS4858  HISTORY     - Date     Condition        Report By
 HS4858  HISTORY     - 1947     MONUMENTED       CGS
 HS4858
 HS4858                          STATION DESCRIPTION
 HS4858
 HS4858'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 HS4858'SEE STATIONS RED MOUNTAIN (USE)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2811 ***********************************************************************
 EV2811  DESIGNATION -  366.1 A
 EV2811  PID         -  EV2811
 EV2811  STATE/COUNTY-  CA/LOS ANGELES
 EV2811  USGS QUAD   -  VALYERMO (1995)
 EV2811
 EV2811                         *CURRENT SURVEY CONTROL
 EV2811  ___________________________________________________________________
 EV2811* NAD 83(1986)-  34 28 30.     (N)    117 51 32.     (W)     SCALED    
 EV2811* NAVD 88     -      1061.79   (+/-2cm)    3483.6    (feet)  VERTCON   
 EV2811  ___________________________________________________________________
 EV2811  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2811
 EV2811.The horizontal coordinates were scaled from a topographic map and have
 EV2811.an estimated accuracy of +/- 6 seconds.
 EV2811
 EV2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2811.The vertical order pertains to the NGVD 29 superseded value.
 EV2811
 EV2811.The geoid height was determined by GEOID03.
 EV2811
 EV2811;                    North         East    Units  Estimated Accuracy
 EV2811;SPC CA 5     -   608,160.    2,012,960.      MT  (+/- 180 meters Scaled)
 EV2811
 EV2811                          SUPERSEDED SURVEY CONTROL
 EV2811
 EV2811  NGVD 29 (??/??/92) 1060.858  (m)         3480.50   (f) ADJ UNCH    2 0
 EV2811
 EV2811.Superseded values are not recommended for survey control.
 EV2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2811.See file dsdata.txt to determine how the superseded data were derived.
 EV2811
 EV2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU211151(NAD 83)
 EV2811_MARKER: DD = SURVEY DISK
 EV2811_SETTING: 66 = SET IN ROCK OUTCROP
 EV2811_SP_SET: BIG ROCK SIPHON
 EV2811_STAMPING: MILE 366.1 A
 EV2811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV2811+STABILITY: POSITION/ELEVATION WELL
 EV2811
 EV2811  HISTORY     - Date     Condition        Report By
 EV2811  HISTORY     - UNK      MONUMENTED       CADWR
 EV2811  HISTORY     - 1971     GOOD             NGS
 EV2811
 EV2811                          STATION DESCRIPTION
 EV2811
 EV2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2811'5.5 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2811'5.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2811'PEARBLOSSOM PUMP PLANT, AT THE BIG ROCK SIPHON, IN THE TOP AND
 EV2811'0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST HEAD
 EV2811'WALL OF THE WEST PORTAL OF THE SIPHON, 7.8 FEET SOUTHEAST OF THE
 EV2811'SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 100 FEET
 EV2811'SOUTHEAST OF BENCH MARK 366.1 B (DWR), 0.8 FOOT NORTHEAST OF THE
 EV2811'NORTHEAST CORNER OF A METAL GUARDRAIL, AND ABOUT 1 FOOT LOWER
 EV2811'THAN THE LEVEE ROAD.  SECTION 31, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2810 ***********************************************************************
 EV2810  DESIGNATION -  366.1 B
 EV2810  PID         -  EV2810
 EV2810  STATE/COUNTY-  CA/LOS ANGELES
 EV2810  USGS QUAD   -  VALYERMO (1995)
 EV2810
 EV2810                         *CURRENT SURVEY CONTROL
 EV2810  ___________________________________________________________________
 EV2810* NAD 83(1986)-  34 28 32.     (N)    117 51 34.     (W)     SCALED    
 EV2810* NAVD 88     -      1060.46   (+/-2cm)    3479.2    (feet)  VERTCON   
 EV2810  ___________________________________________________________________
 EV2810  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2810
 EV2810.The horizontal coordinates were scaled from a topographic map and have
 EV2810.an estimated accuracy of +/- 6 seconds.
 EV2810
 EV2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2810.The vertical order pertains to the NGVD 29 superseded value.
 EV2810
 EV2810.The geoid height was determined by GEOID03.
 EV2810
 EV2810;                    North         East    Units  Estimated Accuracy
 EV2810;SPC CA 5     -   608,220.    2,012,910.      MT  (+/- 180 meters Scaled)
 EV2810
 EV2810                          SUPERSEDED SURVEY CONTROL
 EV2810
 EV2810  NGVD 29 (??/??/92) 1059.532  (m)         3476.15   (f) ADJ UNCH    2 0
 EV2810
 EV2810.Superseded values are not recommended for survey control.
 EV2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2810.See file dsdata.txt to determine how the superseded data were derived.
 EV2810
 EV2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU210152(NAD 83)
 EV2810_MARKER: DD = SURVEY DISK
 EV2810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2810_SP_SET: CONCRETE LINING
 EV2810_STAMPING: MILE 366.1 B
 EV2810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2810
 EV2810  HISTORY     - Date     Condition        Report By
 EV2810  HISTORY     - UNK      MONUMENTED       CADWR
 EV2810  HISTORY     - 1971     GOOD             NGS
 EV2810
 EV2810                          STATION DESCRIPTION
 EV2810
 EV2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2810'5.5 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2810'5.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2810'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE
 EV2810'LINING OF THE AQUEDUCT, 45.0 FEET WEST OF THE NORTHWEST END OF
 EV2810'A GUARDRAIL, 24 1/2 FEET NORTHWEST OF THE CENTER OF A LADDER,
 EV2810'AND ABOUT 6 FEET LOWER THAN THE NORTHEAST LEVEE ROAD.  SECTION
 EV2810'31, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0229 ***********************************************************************
 LT0229  DESIGNATION -  3660.1 USGS
 LT0229  PID         -  LT0229
 LT0229  STATE/COUNTY-  CA/SHASTA
 LT0229  USGS QUAD   -  HOGBACK RIDGE (1995)
 LT0229
 LT0229                         *CURRENT SURVEY CONTROL
 LT0229  ___________________________________________________________________
 LT0229* NAD 83(1986)-  40 56 38.     (N)    121 26 25.     (W)     SCALED    
 LT0229* NAVD 88     -      1116.85   (+/-2cm)    3664.2    (feet)  VERTCON   
 LT0229  ___________________________________________________________________
 LT0229  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 LT0229  VERT ORDER  -  ? (See Below)
 LT0229
 LT0229.The horizontal coordinates were scaled from a topographic map and have
 LT0229.an estimated accuracy of +/- 6 seconds.
 LT0229
 LT0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0229.The vertical order pertains to the NGVD 29 superseded value.
 LT0229
 LT0229.The geoid height was determined by GEOID03.
 LT0229
 LT0229;                    North         East    Units  Estimated Accuracy
 LT0229;SPC CA 1     -   678,980.    2,047,130.      MT  (+/- 180 meters Scaled)
 LT0229
 LT0229                          SUPERSEDED SURVEY CONTROL
 LT0229
 LT0229  NGVD 29 (??/??/??) 1115.868  (m)         3660.98   (f) ADJUSTED    ?  
 LT0229
 LT0229.Superseded values are not recommended for survey control.
 LT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0229.See file dsdata.txt to determine how the superseded data were derived.
 LT0229
 LT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL312336(NAD 83)
 LT0229_MARKER: DD = SURVEY DISK
 LT0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0229_SP_SET: TREE
 LT0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0229
 LT0229  HISTORY     - Date     Condition        Report By
 LT0229  HISTORY     - UNK      MONUMENTED       USGS
 LT0229  HISTORY     - 1932     GOOD             NGS
 LT0229  HISTORY     - 1935     MARK NOT FOUND   NGS
 LT0229
 LT0229                          STATION DESCRIPTION
 LT0229
 LT0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LT0229'4.4 MI SW FROM FALL RIVER MILLS.
 LT0229'4.4 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY
 LT0229'FROM FALL RIVER MILLS, SHASTA COUNTY, AT THE T-JUNCTION OF A
 LT0229'ROAD LEADING EAST TO GUTHRIE RANCH, 30 FEET NORTH OF THE
 LT0229'CENTERLINE OF THE SIDE ROAD, 15 FEET EAST OF THE CENTERLINE
 LT0229'OF THE COUNTY ROAD, AND IN THE ROOT ON THE EAST SIDE OF A
 LT0229'38-INCH PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LT0229'COPPER NAIL AND WASHER.  A NUMBER OF TREES HAVE BEEN CUT DOWN
 LT0229'IN THIS AREA, AND THE TREE CONTAINING THE BENCH MARK MAY HAVE
 LT0229'BEEN AMONG THEM.
 LT0229
 LT0229                          STATION RECOVERY (1935)
 LT0229
 LT0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LT0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1082 ***********************************************************************
 LU1082  DESIGNATION -  3666 USGS
 LU1082  PID         -  LU1082
 LU1082  STATE/COUNTY-  CA/TRINITY
 LU1082  USGS QUAD   -  
 LU1082
 LU1082                         *CURRENT SURVEY CONTROL
 LU1082  ___________________________________________________________________
 LU1082* NAD 83(1986)-  40 24 13.     (N)    123 05 19.     (W)     SCALED    
 LU1082* NAVD 88     -      1118.24   (+/-2cm)    3668.8    (feet)  VERTCON   
 LU1082  ___________________________________________________________________
 LU1082  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 LU1082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1082
 LU1082.The horizontal coordinates were scaled from a topographic map and have
 LU1082.an estimated accuracy of +/- 6 seconds.
 LU1082
 LU1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1082.The vertical order pertains to the NGVD 29 superseded value.
 LU1082
 LU1082.The geoid height was determined by GEOID03.
 LU1082
 LU1082;                    North         East    Units  Estimated Accuracy
 LU1082;SPC CA 1     -   619,420.    1,907,600.      MT  (+/- 180 meters Scaled)
 LU1082
 LU1082                          SUPERSEDED SURVEY CONTROL
 LU1082
 LU1082  NGVD 29 (??/??/92) 1117.288  (m)         3665.64   (f) ADJ UNCH    2 0
 LU1082
 LU1082.Superseded values are not recommended for survey control.
 LU1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1082.See file dsdata.txt to determine how the superseded data were derived.
 LU1082
 LU1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK924725(NAD 83)
 LU1082_MARKER: N = NAIL
 LU1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1082_SP_SET: TREE
 LU1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1082
 LU1082  HISTORY     - Date     Condition        Report By
 LU1082  HISTORY     - 1949     MONUMENTED       USGS
 LU1082  HISTORY     - 1949     GOOD             NGS
 LU1082
 LU1082                          STATION DESCRIPTION
 LU1082
 LU1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1082'2.1 MI NW FROM WILDWOOD.
 LU1082'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE WILDWOOD INN
 LU1082'AT WILDWOOD, ABOUT 0.1 MILE SOUTHEAST OF A PROMINENT SHALE-ROCK
 LU1082'OUTCROP, A COPPER NAIL AND WASHER IN THE BASE OF THE NORTH SIDE
 LU1082'OF THE LARGEST MADRONE TREE IN THE VICINITY, 28 FEET SOUTH OF THE
 LU1082'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE
 LU1082'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0086 ***********************************************************************
 DB0086  DESIGNATION -  367
 DB0086  PID         -  DB0086
 DB0086  STATE/COUNTY-  CA/IMPERIAL
 DB0086  USGS QUAD   -  OGILBY (1988)
 DB0086
 DB0086                         *CURRENT SURVEY CONTROL
 DB0086  ___________________________________________________________________
 DB0086* NAD 83(1986)-  32 50 09.     (N)    114 51 51.     (W)     SCALED    
 DB0086* NAVD 88     -       112.89   (+/-2cm)     370.4    (feet)  VERTCON   
 DB0086  ___________________________________________________________________
 DB0086  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DB0086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0086
 DB0086.The horizontal coordinates were scaled from a topographic map and have
 DB0086.an estimated accuracy of +/- 6 seconds.
 DB0086
 DB0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0086.The vertical order pertains to the NGVD 29 superseded value.
 DB0086
 DB0086.The geoid height was determined by GEOID03.
 DB0086
 DB0086;                    North         East    Units  Estimated Accuracy
 DB0086;SPC CA 6     -   575,080.    2,129,750.      MT  (+/- 180 meters Scaled)
 DB0086
 DB0086                          SUPERSEDED SURVEY CONTROL
 DB0086
 DB0086  NGVD 29 (??/??/??)  112.174  (m)          368.02   (f) ADJUSTED    2 0
 DB0086
 DB0086.Superseded values are not recommended for survey control.
 DB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0086.See file dsdata.txt to determine how the superseded data were derived.
 DB0086
 DB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS999351(NAD 83)
 DB0086_MARKER: DD = SURVEY DISK
 DB0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0086_STAMPING: 367-SB
 DB0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0086+STABILITY: SURFACE MOTION
 DB0086
 DB0086  HISTORY     - Date     Condition        Report By
 DB0086  HISTORY     - UNK      MONUMENTED       USGS
 DB0086  HISTORY     - 1935     GOOD             NGS
 DB0086
 DB0086                          STATION DESCRIPTION
 DB0086
 DB0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0086'1.8 MI W FROM OGILBY.
 DB0086'1.8 MI. WEST ALONG SOUTHERN PACIFIC RAILROAD RIGHT OF WAY,
 DB0086'40 1/2 RAIL LENGTHS APPROXIMATELY 526 YARDS WEST OF MILE POST
 DB0086'615, 23 RAIL LENGTHS WEST OF SEMIPHORE 715.0, 2 1/2 RAIL
 DB0086'LENGTHS EAST OF BRIDGE 714-F, 50 FEET SOUTH WEST OF TRACK, 32
 DB0086'FEET NORTH WEST OF TELEGRAPH POLE.  ON TOP IRON POST 20
 DB0086'INCHES ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 DB0086'STANDARD CAP, STAMPED 367 SB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0691 ***********************************************************************
 DY0691  DESIGNATION -  367 C OF LB
 DY0691  PID         -  DY0691
 DY0691  STATE/COUNTY-  CA/LOS ANGELES
 DY0691  USGS QUAD   -  LONG BEACH (1981)
 DY0691
 DY0691                         *CURRENT SURVEY CONTROL
 DY0691  ___________________________________________________________________
 DY0691* NAD 83(1986)-  33 49 55.     (N)    118 11 06.     (W)     SCALED    
 DY0691* NAVD 88     -        28.69   (+/-2cm)      94.1    (feet)  VERTCON   
 DY0691  ___________________________________________________________________
 DY0691  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0691  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0691
 DY0691.The horizontal coordinates were scaled from a topographic map and have
 DY0691.an estimated accuracy of +/- 6 seconds.
 DY0691
 DY0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0691.The vertical order pertains to the NGVD 29 superseded value.
 DY0691
 DY0691.The geoid height was determined by GEOID03.
 DY0691
 DY0691;                    North         East    Units  Estimated Accuracy
 DY0691;SPC CA 5     -   536,840.    1,982,870.      MT  (+/- 180 meters Scaled)
 DY0691
 DY0691                          SUPERSEDED SURVEY CONTROL
 DY0691
 DY0691  NGVD 29 (??/??/92)   27.932  (m)           91.64   (f) ADJ UNCH    1 2
 DY0691
 DY0691.Superseded values are not recommended for survey control.
 DY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0691.See file dsdata.txt to determine how the superseded data were derived.
 DY0691
 DY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT903441(NAD 83)
 DY0691_MARKER: DD = SURVEY DISK
 DY0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0691_STAMPING: LBBM 367
 DY0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0691+STABILITY: SURFACE MOTION
 DY0691
 DY0691  HISTORY     - Date     Condition        Report By
 DY0691  HISTORY     - UNK      MONUMENTED       CA1970
 DY0691  HISTORY     - 1946     GOOD             NGS
 DY0691  HISTORY     - 1961     GOOD             NGS
 DY0691
 DY0691                          STATION DESCRIPTION
 DY0691
 DY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0691'AT LONG BEACH.
 DY0691'AT LONG BEACH, AT NORTHWEST CORNER OF CROSSING OF ATLANTIC
 DY0691'AVENUE AND CARSON STREET, 13.1 FEET NORTH OF CURBLINE OF CARSON
 DY0691'STREET, 26.6 FEET WEST OF CURBLINE OF ATLANTIC AVENUE, 1.1 FEET
 DY0691'SOUTH OF THE SOUTH EDGE OF THE EAST AND WEST SIDEWALK, 1.0 FOOT
 DY0691'BELOW THE SURFACE OF SIDEWALK, ACCESS TO WHICH IS HAD THROUGH
 DY0691'A 5 INCH IRON PIPE WITH A CAST IRON COVER MARKED LB.  A CITY OF
 DY0691'LONG BEACH STANDARD DISK, STAMPED LB BM 367 AND SET IN THE TOP
 DY0691'OF A CONCRETE POST.
 DY0691
 DY0691                          STATION RECOVERY (1961)
 DY0691
 DY0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2900 ***********************************************************************
 EV2900  DESIGNATION -  367.0 C
 EV2900  PID         -  EV2900
 EV2900  STATE/COUNTY-  CA/LOS ANGELES
 EV2900  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2900
 EV2900                         *CURRENT SURVEY CONTROL
 EV2900  ___________________________________________________________________
 EV2900* NAD 83(1986)-  34 28 51.     (N)    117 52 36.     (W)     SCALED    
 EV2900* NAVD 88     -      1058.88   (+/-2cm)    3474.0    (feet)  VERTCON   
 EV2900  ___________________________________________________________________
 EV2900  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2900
 EV2900.The horizontal coordinates were scaled from a topographic map and have
 EV2900.an estimated accuracy of +/- 6 seconds.
 EV2900
 EV2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2900.The vertical order pertains to the NGVD 29 superseded value.
 EV2900
 EV2900.The geoid height was determined by GEOID03.
 EV2900
 EV2900;                    North         East    Units  Estimated Accuracy
 EV2900;SPC CA 5     -   608,810.    2,011,330.      MT  (+/- 180 meters Scaled)
 EV2900
 EV2900                          SUPERSEDED SURVEY CONTROL
 EV2900
 EV2900  NGVD 29 (??/??/92) 1057.959  (m)         3470.99   (f) ADJ UNCH    2 0
 EV2900
 EV2900.Superseded values are not recommended for survey control.
 EV2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2900.See file dsdata.txt to determine how the superseded data were derived.
 EV2900
 EV2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU195158(NAD 83)
 EV2900_MARKER: DD = SURVEY DISK
 EV2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2900_STAMPING: 367.0 C 1968
 EV2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2900+STABILITY: SURFACE MOTION
 EV2900
 EV2900  HISTORY     - Date     Condition        Report By
 EV2900  HISTORY     - 1968     MONUMENTED       CADWR
 EV2900  HISTORY     - 1971     GOOD             NGS
 EV2900
 EV2900                          STATION DESCRIPTION
 EV2900
 EV2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2900'4.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2900'4.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2900'PEARBLOSSOM PUMP PLANT, 150 FEET NORTHEAST AND ACROSS A DIRT
 EV2900'ROAD FROM THE NORTH END OF A CONCRETE BRIDGE ACROSS THE AQUEDUCT,
 EV2900'33.0 FEET WEST OF A BRACE CORNER FENCE POST IN THE RIGHT-OF-WAY
 EV2900'FENCE, 74 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD,
 EV2900'72 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 1.8 FEET EAST
 EV2900'OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE LEVEE ROAD, 1.8
 EV2900'FEET EAST OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE LEVEE
 EV2900'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 EV2900'ABOVE THE GROUND.  SECTION 36, T 5 N, R 10 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2815 ***********************************************************************
 EV2815  DESIGNATION -  367.5 A
 EV2815  PID         -  EV2815
 EV2815  STATE/COUNTY-  CA/LOS ANGELES
 EV2815  USGS QUAD   -  VALYERMO (1995)
 EV2815
 EV2815                         *CURRENT SURVEY CONTROL
 EV2815  ___________________________________________________________________
 EV2815* NAD 83(1986)-  34 28 40.     (N)    117 50 06.     (W)     SCALED    
 EV2815* NAVD 88     -      1061.18   (+/-2cm)    3481.6    (feet)  VERTCON   
 EV2815  ___________________________________________________________________
 EV2815  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2815
 EV2815.The horizontal coordinates were scaled from a topographic map and have
 EV2815.an estimated accuracy of +/- 6 seconds.
 EV2815
 EV2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2815.The vertical order pertains to the NGVD 29 superseded value.
 EV2815
 EV2815.The geoid height was determined by GEOID03.
 EV2815
 EV2815;                    North         East    Units  Estimated Accuracy
 EV2815;SPC CA 5     -   608,470.    2,015,160.      MT  (+/- 180 meters Scaled)
 EV2815
 EV2815                          SUPERSEDED SURVEY CONTROL
 EV2815
 EV2815  NGVD 29 (??/??/92) 1060.249  (m)         3478.50   (f) ADJ UNCH    2 0
 EV2815
 EV2815.Superseded values are not recommended for survey control.
 EV2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2815.See file dsdata.txt to determine how the superseded data were derived.
 EV2815
 EV2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU233154(NAD 83)
 EV2815_MARKER: DD = SURVEY DISK
 EV2815_SETTING: 0 = UNSPECIFIED SETTING
 EV2815_STAMPING: MILE 367.5 A
 EV2815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2815
 EV2815  HISTORY     - Date     Condition        Report By
 EV2815  HISTORY     - UNK      MONUMENTED       CADWR
 EV2815  HISTORY     - 1971     GOOD             NGS
 EV2815
 EV2815                          STATION DESCRIPTION
 EV2815
 EV2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2815'7 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2815'7.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2815'PEARBLOSSOM PUMP PLANT, IN THE TOP AND 0.5 FOOT EAST OF THE WEST
 EV2815'END OF THE HEAD WALL OF THE NORTH PORTAL OF BIG ROCK SIPHON, 0.5
 EV2815'FOOT NORTH OF A GUARDRAIL POST, AND ABOUT 1 FOOT LOWER THAN THE
 EV2815'LEVEE ROAD.  SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2816 ***********************************************************************
 EV2816  DESIGNATION -  367.5 B
 EV2816  PID         -  EV2816
 EV2816  STATE/COUNTY-  CA/LOS ANGELES
 EV2816  USGS QUAD   -  VALYERMO (1995)
 EV2816
 EV2816                         *CURRENT SURVEY CONTROL
 EV2816  ___________________________________________________________________
 EV2816* NAD 83(1986)-  34 28 41.     (N)    117 50 05.     (W)     SCALED    
 EV2816* NAVD 88     -      1059.83   (+/-2cm)    3477.1    (feet)  VERTCON   
 EV2816  ___________________________________________________________________
 EV2816  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2816
 EV2816.The horizontal coordinates were scaled from a topographic map and have
 EV2816.an estimated accuracy of +/- 6 seconds.
 EV2816
 EV2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2816.The vertical order pertains to the NGVD 29 superseded value.
 EV2816
 EV2816.The geoid height was determined by GEOID03.
 EV2816
 EV2816;                    North         East    Units  Estimated Accuracy
 EV2816;SPC CA 5     -   608,500.    2,015,180.      MT  (+/- 180 meters Scaled)
 EV2816
 EV2816                          SUPERSEDED SURVEY CONTROL
 EV2816
 EV2816  NGVD 29 (??/??/92) 1058.892  (m)         3474.05   (f) ADJ UNCH    2 0
 EV2816
 EV2816.Superseded values are not recommended for survey control.
 EV2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2816.See file dsdata.txt to determine how the superseded data were derived.
 EV2816
 EV2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU233154(NAD 83)
 EV2816_MARKER: DD = SURVEY DISK
 EV2816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2816_SP_SET: CONCRETE LINING
 EV2816_STAMPING: MILE 367.5 B
 EV2816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2816
 EV2816  HISTORY     - Date     Condition        Report By
 EV2816  HISTORY     - UNK      MONUMENTED       CADWR
 EV2816  HISTORY     - 1971     GOOD             NGS
 EV2816
 EV2816                          STATION DESCRIPTION
 EV2816
 EV2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2816'7 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2816'7.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2816'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2816'OF THE AQUEDUCT, 40.4 FEET EAST OF THE NORTHEAST END OF A
 EV2816'GUARDRAIL, AND ABOUT 7 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EV2816'SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2819 ***********************************************************************
 EV2819  DESIGNATION -  367.7 A
 EV2819  PID         -  EV2819
 EV2819  STATE/COUNTY-  CA/LOS ANGELES
 EV2819  USGS QUAD   -  VALYERMO (1995)
 EV2819
 EV2819                         *CURRENT SURVEY CONTROL
 EV2819  ___________________________________________________________________
 EV2819* NAD 83(1986)-  34 28 47.     (N)    117 49 54.     (W)     SCALED    
 EV2819* NAVD 88     -      1063.27   (+/-2cm)    3488.4    (feet)  VERTCON   
 EV2819  ___________________________________________________________________
 EV2819  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV2819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2819
 EV2819.The horizontal coordinates were scaled from a topographic map and have
 EV2819.an estimated accuracy of +/- 6 seconds.
 EV2819
 EV2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2819.The vertical order pertains to the NGVD 29 superseded value.
 EV2819
 EV2819.The geoid height was determined by GEOID03.
 EV2819
 EV2819;                    North         East    Units  Estimated Accuracy
 EV2819;SPC CA 5     -   608,690.    2,015,460.      MT  (+/- 180 meters Scaled)
 EV2819
 EV2819                          SUPERSEDED SURVEY CONTROL
 EV2819
 EV2819  NGVD 29 (??/??/92) 1062.336  (m)         3485.35   (f) ADJ UNCH    2 0
 EV2819
 EV2819.Superseded values are not recommended for survey control.
 EV2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2819.See file dsdata.txt to determine how the superseded data were derived.
 EV2819
 EV2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU236156(NAD 83)
 EV2819_MARKER: DD = SURVEY DISK
 EV2819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2819_SP_SET: WALL
 EV2819_STAMPING: 367.7 A 1971
 EV2819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2819
 EV2819  HISTORY     - Date     Condition        Report By
 EV2819  HISTORY     - 1971     MONUMENTED       CADWR
 EV2819  HISTORY     - 1971     GOOD             NGS
 EV2819
 EV2819                          STATION DESCRIPTION
 EV2819
 EV2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2819'7.2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2819'7.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2819'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE WEST CONCRETE WALL OF
 EV2819'A CONCRETE OVERCHUTE, 19.3 FEET SOUTH OF THE NORTH END OF THE
 EV2819'WALL, AND ABOUT LEVEL WITH THE NORTH LEVEE ROAD.  SECTION 33,
 EV2819'T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2817 ***********************************************************************
 EV2817  DESIGNATION -  367.7 B
 EV2817  PID         -  EV2817
 EV2817  STATE/COUNTY-  CA/LOS ANGELES
 EV2817  USGS QUAD   -  VALYERMO (1995)
 EV2817
 EV2817                         *CURRENT SURVEY CONTROL
 EV2817  ___________________________________________________________________
 EV2817* NAD 83(1986)-  34 28 47.     (N)    117 49 54.     (W)     SCALED    
 EV2817* NAVD 88     -      1059.81   (+/-2cm)    3477.1    (feet)  VERTCON   
 EV2817  ___________________________________________________________________
 EV2817  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV2817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2817
 EV2817.The horizontal coordinates were scaled from a topographic map and have
 EV2817.an estimated accuracy of +/- 6 seconds.
 EV2817
 EV2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2817.The vertical order pertains to the NGVD 29 superseded value.
 EV2817
 EV2817.The geoid height was determined by GEOID03.
 EV2817
 EV2817;                    North         East    Units  Estimated Accuracy
 EV2817;SPC CA 5     -   608,690.    2,015,460.      MT  (+/- 180 meters Scaled)
 EV2817
 EV2817                          SUPERSEDED SURVEY CONTROL
 EV2817
 EV2817  NGVD 29 (??/??/92) 1058.878  (m)         3474.00   (f) ADJ UNCH    2 0
 EV2817
 EV2817.Superseded values are not recommended for survey control.
 EV2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2817.See file dsdata.txt to determine how the superseded data were derived.
 EV2817
 EV2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU236156(NAD 83)
 EV2817_MARKER: DD = SURVEY DISK
 EV2817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2817_SP_SET: CONCRETE LINING
 EV2817_STAMPING: MILE 367.7 B
 EV2817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2817
 EV2817  HISTORY     - Date     Condition        Report By
 EV2817  HISTORY     - UNK      MONUMENTED       CADWR
 EV2817  HISTORY     - 1971     GOOD             NGS
 EV2817
 EV2817                          STATION DESCRIPTION
 EV2817
 EV2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2817'7.2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2817'7.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2817'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2817'OF THE AQUEDUCT, 87.5 FEET WEST OF THE WEST ALL OF AN OVERCHUTE,
 EV2817'AND ABOUT 10 FEET LOWER THAN THE LEVEE ROAD.  SECTION 33, T 5 N,
 EV2817'R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2807 ***********************************************************************
 EV2807  DESIGNATION -  367.9 C
 EV2807  PID         -  EV2807
 EV2807  STATE/COUNTY-  CA/LOS ANGELES
 EV2807  USGS QUAD   -  VALYERMO (1995)
 EV2807
 EV2807                         *CURRENT SURVEY CONTROL
 EV2807  ___________________________________________________________________
 EV2807* NAD 83(1986)-  34 28 42.     (N)    117 51 51.     (W)     SCALED    
 EV2807* NAVD 88     -      1056.67   (+/-2cm)    3466.8    (feet)  VERTCON   
 EV2807  ___________________________________________________________________
 EV2807  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EV2807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2807
 EV2807.The horizontal coordinates were scaled from a topographic map and have
 EV2807.an estimated accuracy of +/- 6 seconds.
 EV2807
 EV2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2807.The vertical order pertains to the NGVD 29 superseded value.
 EV2807
 EV2807.The geoid height was determined by GEOID03.
 EV2807
 EV2807;                    North         East    Units  Estimated Accuracy
 EV2807;SPC CA 5     -   608,530.    2,012,480.      MT  (+/- 180 meters Scaled)
 EV2807
 EV2807                          SUPERSEDED SURVEY CONTROL
 EV2807
 EV2807  NGVD 29 (??/??/92) 1055.748  (m)         3463.73   (f) ADJ UNCH    2 0
 EV2807
 EV2807.Superseded values are not recommended for survey control.
 EV2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2807.See file dsdata.txt to determine how the superseded data were derived.
 EV2807
 EV2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU206155(NAD 83)
 EV2807_MARKER: DD = SURVEY DISK
 EV2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2807_STAMPING: 367.9 C B M 1968
 EV2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2807+STABILITY: SURFACE MOTION
 EV2807
 EV2807  HISTORY     - Date     Condition        Report By
 EV2807  HISTORY     - UNK      MONUMENTED       CADWR
 EV2807  HISTORY     - 1971     GOOD             NGS
 EV2807
 EV2807                          STATION DESCRIPTION
 EV2807
 EV2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2807'5.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2807'5.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2807'PEARBLOSSOM PUMP PLANT, THENCE 0.1 MILE NORTHWEST ALONG VALYERMO
 EV2807'ROAD, ON THE TOP OF A SMALL KNOLL, 43 FEET NORTHEAST OF THE
 EV2807'CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A WITNESS POST, ABOUT
 EV2807'4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EV2807'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 31, T 5 N,
 EV2807'R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0426 ***********************************************************************
 DC0426  DESIGNATION -  3677.4 USGS
 DC0426  PID         -  DC0426
 DC0426  STATE/COUNTY-  CA/SAN DIEGO
 DC0426  USGS QUAD   -  DESCANSO (1988)
 DC0426
 DC0426                         *CURRENT SURVEY CONTROL
 DC0426  ___________________________________________________________________
 DC0426* NAD 83(1986)-  32 49 45.     (N)    116 31 58.     (W)     SCALED    
 DC0426* NAVD 88     -      1121.60   (+/-2cm)    3679.8    (feet)  VERTCON   
 DC0426  ___________________________________________________________________
 DC0426  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DC0426  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0426
 DC0426.The horizontal coordinates were scaled from a topographic map and have
 DC0426.an estimated accuracy of +/- 6 seconds.
 DC0426
 DC0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0426.The vertical order pertains to the NGVD 29 superseded value.
 DC0426
 DC0426.The geoid height was determined by GEOID03.
 DC0426
 DC0426;                    North         East    Units  Estimated Accuracy
 DC0426;SPC CA 6     -   573,510.    1,973,520.      MT  (+/- 180 meters Scaled)
 DC0426
 DC0426                          SUPERSEDED SURVEY CONTROL
 DC0426
 DC0426  NGVD 29 (??/??/??) 1120.839  (m)         3677.29   (f) ADJUSTED    1 2
 DC0426
 DC0426.Superseded values are not recommended for survey control.
 DC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0426.See file dsdata.txt to determine how the superseded data were derived.
 DC0426
 DC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS437324(NAD 83)
 DC0426_MARKER: Q = CHISELED SQUARE
 DC0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0426_SP_SET: CULVERT
 DC0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0426
 DC0426  HISTORY     - Date     Condition        Report By
 DC0426  HISTORY     - UNK      MONUMENTED       CGS
 DC0426  HISTORY     - 1935     GOOD             NGS
 DC0426  HISTORY     - 1970     GOOD             CA-073
 DC0426
 DC0426                          STATION DESCRIPTION
 DC0426
 DC0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DC0426'0.6 MI N FROM PINE VALLEY.
 DC0426'0.6 MILE NORTH ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT PINE
 DC0426'VALLEY, SAN DIEGO COUNTY, AT CULVERT NO. D 860.70, ON THE CENTER
 DC0426'OF THE TOP OF THE WEST HEADWALL, 72 FEET NORTH OF A POLE PAINTED
 DC0426'US 3677.4 BM, AND 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 DC0426'A CHISELED SQUARE.
 DC0426
 DC0426                          STATION RECOVERY (1970)
 DC0426
 DC0426'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2822 ***********************************************************************
 EV2822  DESIGNATION -  368.0 A
 EV2822  PID         -  EV2822
 EV2822  STATE/COUNTY-  CA/LOS ANGELES
 EV2822  USGS QUAD   -  VALYERMO (1995)
 EV2822
 EV2822                         *CURRENT SURVEY CONTROL
 EV2822  ___________________________________________________________________
 EV2822* NAD 83(1986)-  34 28 46.     (N)    117 49 39.     (W)     SCALED    
 EV2822* NAVD 88     -      1063.24   (+/-2cm)    3488.3    (feet)  VERTCON   
 EV2822  ___________________________________________________________________
 EV2822  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2822
 EV2822.The horizontal coordinates were scaled from a topographic map and have
 EV2822.an estimated accuracy of +/- 6 seconds.
 EV2822
 EV2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2822.The vertical order pertains to the NGVD 29 superseded value.
 EV2822
 EV2822.The geoid height was determined by GEOID03.
 EV2822
 EV2822;                    North         East    Units  Estimated Accuracy
 EV2822;SPC CA 5     -   608,660.    2,015,850.      MT  (+/- 180 meters Scaled)
 EV2822
 EV2822                          SUPERSEDED SURVEY CONTROL
 EV2822
 EV2822  NGVD 29 (??/??/92) 1062.305  (m)         3485.25   (f) ADJ UNCH    2 0
 EV2822
 EV2822.Superseded values are not recommended for survey control.
 EV2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2822.See file dsdata.txt to determine how the superseded data were derived.
 EV2822
 EV2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU240156(NAD 83)
 EV2822_MARKER: DD = SURVEY DISK
 EV2822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2822_SP_SET: WALL
 EV2822_STAMPING: 368.0 A 1971
 EV2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2822
 EV2822  HISTORY     - Date     Condition        Report By
 EV2822  HISTORY     - 1971     MONUMENTED       CADWR
 EV2822  HISTORY     - 1971     GOOD             NGS
 EV2822
 EV2822                          STATION DESCRIPTION
 EV2822
 EV2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2822'7.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2822'7.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2822'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE WEST CONCRETE WALL OF
 EV2822'AN OVERCHUTE, 19.0 FEET SOUTH OF THE NORTH END OF THE WALL,
 EV2822'AND ABOUT LEVEL WITH THE NORTH LEVEE ROAD.  SECTION 33, T 5 N,
 EV2822'R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2821 ***********************************************************************
 EV2821  DESIGNATION -  368.0 B
 EV2821  PID         -  EV2821
 EV2821  STATE/COUNTY-  CA/LOS ANGELES
 EV2821  USGS QUAD   -  VALYERMO (1995)
 EV2821
 EV2821                         *CURRENT SURVEY CONTROL
 EV2821  ___________________________________________________________________
 EV2821* NAD 83(1986)-  34 28 46.     (N)    117 49 39.     (W)     SCALED    
 EV2821* NAVD 88     -      1059.74   (+/-2cm)    3476.8    (feet)  VERTCON   
 EV2821  ___________________________________________________________________
 EV2821  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2821
 EV2821.The horizontal coordinates were scaled from a topographic map and have
 EV2821.an estimated accuracy of +/- 6 seconds.
 EV2821
 EV2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2821.The vertical order pertains to the NGVD 29 superseded value.
 EV2821
 EV2821.The geoid height was determined by GEOID03.
 EV2821
 EV2821;                    North         East    Units  Estimated Accuracy
 EV2821;SPC CA 5     -   608,660.    2,015,850.      MT  (+/- 180 meters Scaled)
 EV2821
 EV2821                          SUPERSEDED SURVEY CONTROL
 EV2821
 EV2821  NGVD 29 (??/??/92) 1058.807  (m)         3473.77   (f) ADJ UNCH    2 0
 EV2821
 EV2821.Superseded values are not recommended for survey control.
 EV2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2821.See file dsdata.txt to determine how the superseded data were derived.
 EV2821
 EV2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU240156(NAD 83)
 EV2821_MARKER: DD = SURVEY DISK
 EV2821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2821_SP_SET: CONCRETE LINING
 EV2821_STAMPING: MILE 368.0 B
 EV2821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2821
 EV2821  HISTORY     - Date     Condition        Report By
 EV2821  HISTORY     - UNK      MONUMENTED       CADWR
 EV2821  HISTORY     - 1971     GOOD             NGS
 EV2821
 EV2821                          STATION DESCRIPTION
 EV2821
 EV2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2821'7.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2821'7.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2821'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2821'OF THE AQUEDUCT, 75.7 FEET WEST OF THE WEST WALL OF A CONCRETE
 EV2821'OVERCHUTE, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EV2821'SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2824 ***********************************************************************
 EV2824  DESIGNATION -  368.1 B
 EV2824  PID         -  EV2824
 EV2824  STATE/COUNTY-  CA/LOS ANGELES
 EV2824  USGS QUAD   -  VALYERMO (1995)
 EV2824
 EV2824                         *CURRENT SURVEY CONTROL
 EV2824  ___________________________________________________________________
 EV2824* NAD 83(1986)-  34 28 48.     (N)    117 49 39.     (W)     SCALED    
 EV2824* NAVD 88     -      1059.74   (+/-2cm)    3476.8    (feet)  VERTCON   
 EV2824  ___________________________________________________________________
 EV2824  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2824
 EV2824.The horizontal coordinates were scaled from a topographic map and have
 EV2824.an estimated accuracy of +/- 6 seconds.
 EV2824
 EV2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2824.The vertical order pertains to the NGVD 29 superseded value.
 EV2824
 EV2824.The geoid height was determined by GEOID03.
 EV2824
 EV2824;                    North         East    Units  Estimated Accuracy
 EV2824;SPC CA 5     -   608,720.    2,015,850.      MT  (+/- 180 meters Scaled)
 EV2824
 EV2824                          SUPERSEDED SURVEY CONTROL
 EV2824
 EV2824  NGVD 29 (??/??/92) 1058.806  (m)         3473.77   (f) ADJ UNCH    2 0
 EV2824
 EV2824.Superseded values are not recommended for survey control.
 EV2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2824.See file dsdata.txt to determine how the superseded data were derived.
 EV2824
 EV2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU240156(NAD 83)
 EV2824_MARKER: DD = SURVEY DISK
 EV2824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2824_SP_SET: CONCRETE LINING
 EV2824_STAMPING: MILE 368.1 B
 EV2824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2824
 EV2824  HISTORY     - Date     Condition        Report By
 EV2824  HISTORY     - UNK      MONUMENTED       CADWR
 EV2824  HISTORY     - 1971     GOOD             NGS
 EV2824
 EV2824                          STATION DESCRIPTION
 EV2824
 EV2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2824'7.6 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2824'7.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2824'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A PIPE LINE, IN THE
 EV2824'TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 74.0 FEET WEST
 EV2824'OF THE CENTER OF THE PIPE, AND ABOUT 7 FEET LOWER THAN THE NORTH
 EV2824'LEVEE ROAD.  SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2809 ***********************************************************************
 EV2809  DESIGNATION -  368.1 C
 EV2809  PID         -  EV2809
 EV2809  STATE/COUNTY-  CA/LOS ANGELES
 EV2809  USGS QUAD   -  VALYERMO (1995)
 EV2809
 EV2809                         *CURRENT SURVEY CONTROL
 EV2809  ___________________________________________________________________
 EV2809* NAD 83(1986)-  34 28 33.     (N)    117 51 38.     (W)     SCALED    
 EV2809* NAVD 88     -      1060.09   (+/-2cm)    3478.0    (feet)  VERTCON   
 EV2809  ___________________________________________________________________
 EV2809  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2809
 EV2809.The horizontal coordinates were scaled from a topographic map and have
 EV2809.an estimated accuracy of +/- 6 seconds.
 EV2809
 EV2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2809.The vertical order pertains to the NGVD 29 superseded value.
 EV2809
 EV2809.The geoid height was determined by GEOID03.
 EV2809
 EV2809;                    North         East    Units  Estimated Accuracy
 EV2809;SPC CA 5     -   608,250.    2,012,810.      MT  (+/- 180 meters Scaled)
 EV2809
 EV2809                          SUPERSEDED SURVEY CONTROL
 EV2809
 EV2809  NGVD 29 (??/??/92) 1059.165  (m)         3474.94   (f) ADJ UNCH    2 0
 EV2809
 EV2809.Superseded values are not recommended for survey control.
 EV2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2809.See file dsdata.txt to determine how the superseded data were derived.
 EV2809
 EV2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU209152(NAD 83)
 EV2809_MARKER: DD = SURVEY DISK
 EV2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2809_STAMPING: 368.1 C 1971
 EV2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2809+STABILITY: SURFACE MOTION
 EV2809
 EV2809  HISTORY     - Date     Condition        Report By
 EV2809  HISTORY     - 1971     MONUMENTED       CADWR
 EV2809  HISTORY     - 1971     GOOD             NGS
 EV2809
 EV2809                          STATION DESCRIPTION
 EV2809
 EV2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2809'5.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2809'5.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2809'PEARBLOSSOM PUMP PLANT, 45 FEET NORTHEAST AND ACROSS THE
 EV2809'RIGHT-OF-WAY FENCE FROM THE CENTER LINE OF THE NORTHEAST LEVEE
 EV2809'ROAD, 8.5 FEET NORTHEAST OF THE FENCE, 2.0 FEET SOUTHWEST OF A
 EV2809'WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD, AND SET IN THE
 EV2809'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 EV2809'SECTION 31, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2826 ***********************************************************************
 EV2826  DESIGNATION -  368.4 A
 EV2826  PID         -  EV2826
 EV2826  STATE/COUNTY-  CA/LOS ANGELES
 EV2826  USGS QUAD   -  VALYERMO (1995)
 EV2826
 EV2826                         *CURRENT SURVEY CONTROL
 EV2826  ___________________________________________________________________
 EV2826* NAD 83(1986)-  34 28 47.     (N)    117 49 19.     (W)     SCALED    
 EV2826* NAVD 88     -      1063.20   (+/-2cm)    3488.2    (feet)  VERTCON   
 EV2826  ___________________________________________________________________
 EV2826  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2826
 EV2826.The horizontal coordinates were scaled from a topographic map and have
 EV2826.an estimated accuracy of +/- 6 seconds.
 EV2826
 EV2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2826.The vertical order pertains to the NGVD 29 superseded value.
 EV2826
 EV2826.The geoid height was determined by GEOID03.
 EV2826
 EV2826;                    North         East    Units  Estimated Accuracy
 EV2826;SPC CA 5     -   608,690.    2,016,360.      MT  (+/- 180 meters Scaled)
 EV2826
 EV2826                          SUPERSEDED SURVEY CONTROL
 EV2826
 EV2826  NGVD 29 (??/??/92) 1062.261  (m)         3485.10   (f) ADJ UNCH    2 0
 EV2826
 EV2826.Superseded values are not recommended for survey control.
 EV2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2826.See file dsdata.txt to determine how the superseded data were derived.
 EV2826
 EV2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU245156(NAD 83)
 EV2826_MARKER: DD = SURVEY DISK
 EV2826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2826_SP_SET: CONCRETE OVERCHUTE
 EV2826_STAMPING: MILE 368.4 A
 EV2826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2826
 EV2826  HISTORY     - Date     Condition        Report By
 EV2826  HISTORY     - UNK      MONUMENTED       CADWR
 EV2826  HISTORY     - 1971     GOOD             NGS
 EV2826
 EV2826                          STATION DESCRIPTION
 EV2826
 EV2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2826'7.8 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2826'7.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2826'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2826'IN THE TOP OF THE WEST CONCRETE WALL OF THE OVERCHUTE, 19.4 FEET
 EV2826'SOUTH OF THE NORTH END, AND ABOUT 1/2 FOOT HIGHER THAN THE NORTH
 EV2826'LEVEE ROAD.  SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2825 ***********************************************************************
 EV2825  DESIGNATION -  368.4 B
 EV2825  PID         -  EV2825
 EV2825  STATE/COUNTY-  CA/LOS ANGELES
 EV2825  USGS QUAD   -  VALYERMO (1995)
 EV2825
 EV2825                         *CURRENT SURVEY CONTROL
 EV2825  ___________________________________________________________________
 EV2825* NAD 83(1986)-  34 28 47.     (N)    117 49 20.     (W)     SCALED    
 EV2825* NAVD 88     -      1059.69   (+/-2cm)    3476.7    (feet)  VERTCON   
 EV2825  ___________________________________________________________________
 EV2825  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2825
 EV2825.The horizontal coordinates were scaled from a topographic map and have
 EV2825.an estimated accuracy of +/- 6 seconds.
 EV2825
 EV2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2825.The vertical order pertains to the NGVD 29 superseded value.
 EV2825
 EV2825.The geoid height was determined by GEOID03.
 EV2825
 EV2825;                    North         East    Units  Estimated Accuracy
 EV2825;SPC CA 5     -   608,690.    2,016,330.      MT  (+/- 180 meters Scaled)
 EV2825
 EV2825                          SUPERSEDED SURVEY CONTROL
 EV2825
 EV2825  NGVD 29 (??/??/92) 1058.752  (m)         3473.59   (f) ADJ UNCH    2 0
 EV2825
 EV2825.Superseded values are not recommended for survey control.
 EV2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2825.See file dsdata.txt to determine how the superseded data were derived.
 EV2825
 EV2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU244156(NAD 83)
 EV2825_MARKER: DD = SURVEY DISK
 EV2825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2825_SP_SET: CONCRETE LINING
 EV2825_STAMPING: MILE 368.4 B
 EV2825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2825
 EV2825  HISTORY     - Date     Condition        Report By
 EV2825  HISTORY     - UNK      MONUMENTED       CADWR
 EV2825  HISTORY     - 1971     GOOD             NGS
 EV2825
 EV2825                          STATION DESCRIPTION
 EV2825
 EV2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2825'7.8 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2825'7.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2825'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2825'OF THE AQUEDUCT, 75.5 FEET WEST OF THE WEST WALL OF A CONCRETE
 EV2825'OVERCHUTE ACROSS THE AQUEDUCT, AND ABOUT 8 FEET LOWER THAN THE
 EV2825'NORTH LEVEE ROAD.  SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2829 ***********************************************************************
 EV2829  DESIGNATION -  368.5 A RESET
 EV2829  PID         -  EV2829
 EV2829  STATE/COUNTY-  CA/LOS ANGELES
 EV2829  USGS QUAD   -  VALYERMO (1995)
 EV2829
 EV2829                         *CURRENT SURVEY CONTROL
 EV2829  ___________________________________________________________________
 EV2829* NAD 83(1986)-  34 28 48.     (N)    117 49 03.     (W)     SCALED    
 EV2829* NAVD 88     -      1062.93   (+/-2cm)    3487.3    (feet)  VERTCON   
 EV2829  ___________________________________________________________________
 EV2829  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2829
 EV2829.The horizontal coordinates were scaled from a topographic map and have
 EV2829.an estimated accuracy of +/- 6 seconds.
 EV2829
 EV2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2829.The vertical order pertains to the NGVD 29 superseded value.
 EV2829
 EV2829.The geoid height was determined by GEOID03.
 EV2829
 EV2829;                    North         East    Units  Estimated Accuracy
 EV2829;SPC CA 5     -   608,720.    2,016,760.      MT  (+/- 180 meters Scaled)
 EV2829
 EV2829                          SUPERSEDED SURVEY CONTROL
 EV2829
 EV2829  NGVD 29 (??/??/92) 1061.997  (m)         3484.24   (f) ADJ UNCH    2 0
 EV2829
 EV2829.Superseded values are not recommended for survey control.
 EV2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2829.See file dsdata.txt to determine how the superseded data were derived.
 EV2829
 EV2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU249156(NAD 83)
 EV2829_MARKER: DD = SURVEY DISK
 EV2829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2829_SP_SET: CURB
 EV2829_STAMPING: 368.5 A B M RESET 1971
 EV2829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2829
 EV2829  HISTORY     - Date     Condition        Report By
 EV2829  HISTORY     - 1971     MONUMENTED       CADWR
 EV2829  HISTORY     - 1971     GOOD             NGS
 EV2829
 EV2829                          STATION DESCRIPTION
 EV2829
 EV2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2829'7.9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2829'7.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2829'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 175TH STREET EAST
 EV2829'BRIDGE, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE
 EV2829'WEST CONCRETE CURB OF THE BRIDGE, 17.0 FEET WEST OF THE CENTER
 EV2829'LINE OF THE STREET, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 EV2829'SECTION 33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2828 ***********************************************************************
 EV2828  DESIGNATION -  368.5 B
 EV2828  PID         -  EV2828
 EV2828  STATE/COUNTY-  CA/LOS ANGELES
 EV2828  USGS QUAD   -  VALYERMO (1995)
 EV2828
 EV2828                         *CURRENT SURVEY CONTROL
 EV2828  ___________________________________________________________________
 EV2828* NAD 83(1986)-  34 28 48.     (N)    117 49 03.     (W)     SCALED    
 EV2828* NAVD 88     -      1059.72   (+/-2cm)    3476.8    (feet)  VERTCON   
 EV2828  ___________________________________________________________________
 EV2828  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2828
 EV2828.The horizontal coordinates were scaled from a topographic map and have
 EV2828.an estimated accuracy of +/- 6 seconds.
 EV2828
 EV2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2828.The vertical order pertains to the NGVD 29 superseded value.
 EV2828
 EV2828.The geoid height was determined by GEOID03.
 EV2828
 EV2828;                    North         East    Units  Estimated Accuracy
 EV2828;SPC CA 5     -   608,720.    2,016,760.      MT  (+/- 180 meters Scaled)
 EV2828
 EV2828                          SUPERSEDED SURVEY CONTROL
 EV2828
 EV2828  NGVD 29 (??/??/92) 1058.788  (m)         3473.71   (f) ADJ UNCH    2 0
 EV2828
 EV2828.Superseded values are not recommended for survey control.
 EV2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2828.See file dsdata.txt to determine how the superseded data were derived.
 EV2828
 EV2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU249156(NAD 83)
 EV2828_MARKER: DD = SURVEY DISK
 EV2828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2828_SP_SET: CONCRETE LINING
 EV2828_STAMPING: MILE 368.5 B
 EV2828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2828
 EV2828  HISTORY     - Date     Condition        Report By
 EV2828  HISTORY     - UNK      MONUMENTED       CADWR
 EV2828  HISTORY     - 1971     GOOD             NGS
 EV2828
 EV2828                          STATION DESCRIPTION
 EV2828
 EV2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2828'7.9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2828'7.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2828'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 175TH STREET EAST, IN
 EV2828'THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 129.0 FEET
 EV2828'WEST OF THE NORTH END OF THE 175TH STREET EAST BRIDGE, AND ABOUT
 EV2828'8 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 33, T 5 N,
 EV2828'R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0716 ***********************************************************************
 KT0716  DESIGNATION -  3685.1 USGS
 KT0716  PID         -  KT0716
 KT0716  STATE/COUNTY-  CA/TEHAMA
 KT0716  USGS QUAD   -  HALL RIDGE (1973)
 KT0716
 KT0716                         *CURRENT SURVEY CONTROL
 KT0716  ___________________________________________________________________
 KT0716* NAD 83(1986)-  39 49 10.     (N)    122 40 36.     (W)     SCALED    
 KT0716* NAVD 88     -      1125.05   (+/-2cm)    3691.1    (feet)  VERTCON   
 KT0716  ___________________________________________________________________
 KT0716  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 KT0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0716
 KT0716.The horizontal coordinates were scaled from a topographic map and have
 KT0716.an estimated accuracy of +/- 6 seconds.
 KT0716
 KT0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0716.The vertical order pertains to the NGVD 29 superseded value.
 KT0716
 KT0716.The geoid height was determined by GEOID03.
 KT0716
 KT0716;                    North         East    Units  Estimated Accuracy
 KT0716;SPC CA 1     -   554,200.    1,942,060.      MT  (+/- 180 meters Scaled)
 KT0716
 KT0716                          SUPERSEDED SURVEY CONTROL
 KT0716
 KT0716  NGVD 29 (??/??/92) 1124.115  (m)         3688.03   (f) ADJ UNCH    2 0
 KT0716
 KT0716.Superseded values are not recommended for survey control.
 KT0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0716.See file dsdata.txt to determine how the superseded data were derived.
 KT0716
 KT0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK276077(NAD 83)
 KT0716_MARKER: S = SPIKE
 KT0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0716_SP_SET: TREE
 KT0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0716
 KT0716  HISTORY     - Date     Condition        Report By
 KT0716  HISTORY     - UNK      MONUMENTED       USGS
 KT0716  HISTORY     - 1940     GOOD             NGS
 KT0716
 KT0716                          STATION DESCRIPTION
 KT0716
 KT0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0716'12.8 MI SW FROM PASKENTA.
 KT0716'LOCATED 12.75 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0716'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0716'THE MENDOCINO NATL. FOREST-- 60 FEET SOUTH-WEST OF FORKS IN
 KT0716'ROAD TO HOUGHTONS CAMP-- 10 FEET NORTH-WEST OF THE MAIN ROAD
 KT0716'IN THE BASE OF A 48 IN HOLLOW BUTT PINE-- THE HEAD OF A RAIL
 KT0716'ROAD SPIKE-- THE TREE IS PAINTED U.S.B.M. 3685.1
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2831 ***********************************************************************
 EV2831  DESIGNATION -  369.0 A
 EV2831  PID         -  EV2831
 EV2831  STATE/COUNTY-  CA/LOS ANGELES
 EV2831  USGS QUAD   -  VALYERMO (1995)
 EV2831
 EV2831                         *CURRENT SURVEY CONTROL
 EV2831  ___________________________________________________________________
 EV2831* NAD 83(1986)-  34 28 54.     (N)    117 48 32.     (W)     SCALED    
 EV2831* NAVD 88     -      1063.07   (+/-2cm)    3487.8    (feet)  VERTCON   
 EV2831  ___________________________________________________________________
 EV2831  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2831
 EV2831.The horizontal coordinates were scaled from a topographic map and have
 EV2831.an estimated accuracy of +/- 6 seconds.
 EV2831
 EV2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2831.The vertical order pertains to the NGVD 29 superseded value.
 EV2831
 EV2831.The geoid height was determined by GEOID03.
 EV2831
 EV2831;                    North         East    Units  Estimated Accuracy
 EV2831;SPC CA 5     -   608,910.    2,017,550.      MT  (+/- 180 meters Scaled)
 EV2831
 EV2831                          SUPERSEDED SURVEY CONTROL
 EV2831
 EV2831  NGVD 29 (??/??/92) 1062.131  (m)         3484.67   (f) ADJ UNCH    2 0
 EV2831
 EV2831.Superseded values are not recommended for survey control.
 EV2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2831.See file dsdata.txt to determine how the superseded data were derived.
 EV2831
 EV2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU257158(NAD 83)
 EV2831_MARKER: DD = SURVEY DISK
 EV2831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2831_SP_SET: CONCRETE OVERCHUTE
 EV2831_STAMPING: 369.0 A 1971
 EV2831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2831
 EV2831  HISTORY     - Date     Condition        Report By
 EV2831  HISTORY     - 1971     MONUMENTED       CADWR
 EV2831  HISTORY     - 1971     GOOD             NGS
 EV2831
 EV2831                          STATION DESCRIPTION
 EV2831
 EV2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2831'8.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2831'8.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2831'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2831'IN THE TOP OF THE WEST CONCRETE WALL OF THE OVERCHUTE, 19.4
 EV2831'FEET SOUTH OF THE NORTH END OF THE WALL, AND ABOUT LEVEL WITH
 EV2831'THE NORTH LEVEE ROAD.  SECTION 34, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2830 ***********************************************************************
 EV2830  DESIGNATION -  369.0 B
 EV2830  PID         -  EV2830
 EV2830  STATE/COUNTY-  CA/LOS ANGELES
 EV2830  USGS QUAD   -  VALYERMO (1995)
 EV2830
 EV2830                         *CURRENT SURVEY CONTROL
 EV2830  ___________________________________________________________________
 EV2830* NAD 83(1986)-  34 28 54.     (N)    117 48 33.     (W)     SCALED    
 EV2830* NAVD 88     -      1059.59   (+/-2cm)    3476.3    (feet)  VERTCON   
 EV2830  ___________________________________________________________________
 EV2830  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2830
 EV2830.The horizontal coordinates were scaled from a topographic map and have
 EV2830.an estimated accuracy of +/- 6 seconds.
 EV2830
 EV2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2830.The vertical order pertains to the NGVD 29 superseded value.
 EV2830
 EV2830.The geoid height was determined by GEOID03.
 EV2830
 EV2830;                    North         East    Units  Estimated Accuracy
 EV2830;SPC CA 5     -   608,910.    2,017,530.      MT  (+/- 180 meters Scaled)
 EV2830
 EV2830                          SUPERSEDED SURVEY CONTROL
 EV2830
 EV2830  NGVD 29 (??/??/92) 1058.651  (m)         3473.26   (f) ADJ UNCH    2 0
 EV2830
 EV2830.Superseded values are not recommended for survey control.
 EV2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2830.See file dsdata.txt to determine how the superseded data were derived.
 EV2830
 EV2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU256158(NAD 83)
 EV2830_MARKER: DD = SURVEY DISK
 EV2830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2830_SP_SET: CONCRETE LINING
 EV2830_STAMPING: MILE 369.0 B
 EV2830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2830
 EV2830  HISTORY     - Date     Condition        Report By
 EV2830  HISTORY     - UNK      MONUMENTED       CADWR
 EV2830  HISTORY     - 1971     GOOD             NGS
 EV2830
 EV2830                          STATION DESCRIPTION
 EV2830
 EV2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2830'8.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2830'8.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2830'PEARBLOSSOM PUMP PLANT, NEAR THE CROSSING OF A CONCRETE
 EV2830'OVERCHUTE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2830'AQUEDUCT, 90.0 FEET WEST OF THE WEST CONCRETE WALL OF THE
 EV2830'OVERCHUTE, AND ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EV2830'SECTION 34, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1519 ***********************************************************************
 EW1519  DESIGNATION -  369.356 C OF LA
 EW1519  PID         -  EW1519
 EW1519  STATE/COUNTY-  CA/LOS ANGELES
 EW1519  USGS QUAD   -  HOLLYWOOD (1994)
 EW1519
 EW1519                         *CURRENT SURVEY CONTROL
 EW1519  ___________________________________________________________________
 EW1519* NAD 83(1986)-  34 05 52.     (N)    118 21 21.     (W)     SCALED    
 EW1519* NAVD 88     -       113.36   (+/-2cm)     371.9    (feet)  VERTCON   
 EW1519  ___________________________________________________________________
 EW1519  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1519  VERT ORDER  -  THIRD (See Below)
 EW1519
 EW1519.The horizontal coordinates were scaled from a topographic map and have
 EW1519.an estimated accuracy of +/- 6 seconds.
 EW1519
 EW1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1519.The vertical order pertains to the NGVD 29 superseded value.
 EW1519
 EW1519.The geoid height was determined by GEOID03.
 EW1519
 EW1519;                    North         East    Units  Estimated Accuracy
 EW1519;SPC CA 5     -   566,370.    1,967,170.      MT  (+/- 180 meters Scaled)
 EW1519
 EW1519                          SUPERSEDED SURVEY CONTROL
 EW1519
 EW1519  NGVD 29 (??/??/??)  112.58   (m)          369.4    (f) RESET       3  
 EW1519
 EW1519.Superseded values are not recommended for survey control.
 EW1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1519.See file dsdata.txt to determine how the superseded data were derived.
 EW1519
 EW1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749738(NAD 83)
 EW1519_MARKER: Z = SEE DESCRIPTION
 EW1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1519_SP_SET: CATCH BASIN
 EW1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1519
 EW1519  HISTORY     - Date     Condition        Report By
 EW1519  HISTORY     - UNK      MONUMENTED       CA1980
 EW1519  HISTORY     - 1945     GOOD             NGS
 EW1519
 EW1519                          STATION DESCRIPTION
 EW1519
 EW1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1519'AT LOS ANGELES.
 EW1519'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND STANLEY
 EW1519'AVENUE, IN THE SOUTH CURB OF SUNSET BOULEVARD, 19.1 FEET WEST OF
 EW1519'THE WEST CURBLINE OF STANLEY AVENUE AND IN THE EAST END OF A CATCH
 EW1519'BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2834 ***********************************************************************
 EV2834  DESIGNATION -  369.6 A
 EV2834  PID         -  EV2834
 EV2834  STATE/COUNTY-  CA/LOS ANGELES
 EV2834  USGS QUAD   -  VALYERMO (1995)
 EV2834
 EV2834                         *CURRENT SURVEY CONTROL
 EV2834  ___________________________________________________________________
 EV2834* NAD 83(1986)-  34 28 57.     (N)    117 47 54.     (W)     SCALED    
 EV2834* NAVD 88     -      1062.95   (+/-2cm)    3487.4    (feet)  VERTCON   
 EV2834  ___________________________________________________________________
 EV2834  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2834
 EV2834.The horizontal coordinates were scaled from a topographic map and have
 EV2834.an estimated accuracy of +/- 6 seconds.
 EV2834
 EV2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2834.The vertical order pertains to the NGVD 29 superseded value.
 EV2834
 EV2834.The geoid height was determined by GEOID03.
 EV2834
 EV2834;                    North         East    Units  Estimated Accuracy
 EV2834;SPC CA 5     -   609,000.    2,018,520.      MT  (+/- 180 meters Scaled)
 EV2834
 EV2834                          SUPERSEDED SURVEY CONTROL
 EV2834
 EV2834  NGVD 29 (??/??/92) 1062.010  (m)         3484.28   (f) ADJ UNCH    2 0
 EV2834
 EV2834.Superseded values are not recommended for survey control.
 EV2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2834.See file dsdata.txt to determine how the superseded data were derived.
 EV2834
 EV2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU266159(NAD 83)
 EV2834_MARKER: DD = SURVEY DISK
 EV2834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2834_SP_SET: CONCRETE OVERCHUTE
 EV2834_STAMPING: 369.6 A 1971
 EV2834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2834
 EV2834  HISTORY     - Date     Condition        Report By
 EV2834  HISTORY     - 1971     MONUMENTED       CADWR
 EV2834  HISTORY     - 1971     GOOD             NGS
 EV2834
 EV2834                          STATION DESCRIPTION
 EV2834
 EV2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2834'9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2834'9.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2834'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2834'IN THE TOP OF THE WEST WALL OF THE OVERCHUTE, 20.0 FEET SOUTH
 EV2834'OF THE NORTH END OF THE WALL, AND ABOUT LEVEL WITH THE NORTH
 EV2834'LEVEE ROAD.  SECTION 35, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2833 ***********************************************************************
 EV2833  DESIGNATION -  369.6 B
 EV2833  PID         -  EV2833
 EV2833  STATE/COUNTY-  CA/LOS ANGELES
 EV2833  USGS QUAD   -  VALYERMO (1995)
 EV2833
 EV2833                         *CURRENT SURVEY CONTROL
 EV2833  ___________________________________________________________________
 EV2833* NAD 83(1986)-  34 28 57.     (N)    117 47 55.     (W)     SCALED    
 EV2833* NAVD 88     -      1059.53   (+/-2cm)    3476.1    (feet)  VERTCON   
 EV2833  ___________________________________________________________________
 EV2833  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2833
 EV2833.The horizontal coordinates were scaled from a topographic map and have
 EV2833.an estimated accuracy of +/- 6 seconds.
 EV2833
 EV2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2833.The vertical order pertains to the NGVD 29 superseded value.
 EV2833
 EV2833.The geoid height was determined by GEOID03.
 EV2833
 EV2833;                    North         East    Units  Estimated Accuracy
 EV2833;SPC CA 5     -   609,000.    2,018,500.      MT  (+/- 180 meters Scaled)
 EV2833
 EV2833                          SUPERSEDED SURVEY CONTROL
 EV2833
 EV2833  NGVD 29 (??/??/92) 1058.590  (m)         3473.06   (f) ADJ UNCH    2 0
 EV2833
 EV2833.Superseded values are not recommended for survey control.
 EV2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2833.See file dsdata.txt to determine how the superseded data were derived.
 EV2833
 EV2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU266159(NAD 83)
 EV2833_MARKER: DD = SURVEY DISK
 EV2833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2833_SP_SET: CONCRETE LINING
 EV2833_STAMPING: MILE 369.6 B
 EV2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2833
 EV2833  HISTORY     - Date     Condition        Report By
 EV2833  HISTORY     - UNK      MONUMENTED       CADWR
 EV2833  HISTORY     - 1971     GOOD             NGS
 EV2833
 EV2833                          STATION DESCRIPTION
 EV2833
 EV2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2833'9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2833'9.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2833'PEARBLOSSOM PUMP PLANT, NEAR THE CROSSING OF A CONCRETE
 EV2833'OVERCHUTE, IN THE TOP OF THE NORTH CONCRETE LINING OF THE
 EV2833'AQUEDUCT, 83.5 FEET WEST OF THE WEST WALL OF THE OVERCHUTE, AND
 EV2833'ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION 35,
 EV2833'T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2814 ***********************************************************************
 EV2814  DESIGNATION -  369.6 C
 EV2814  PID         -  EV2814
 EV2814  STATE/COUNTY-  CA/LOS ANGELES
 EV2814  USGS QUAD   -  VALYERMO (1995)
 EV2814
 EV2814                         *CURRENT SURVEY CONTROL
 EV2814  ___________________________________________________________________
 EV2814* NAD 83(1986)-  34 28 40.     (N)    117 50 06.     (W)     SCALED    
 EV2814* NAVD 88     -      1061.27   (+/-2cm)    3481.8    (feet)  VERTCON   
 EV2814  ___________________________________________________________________
 EV2814  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2814
 EV2814.The horizontal coordinates were scaled from a topographic map and have
 EV2814.an estimated accuracy of +/- 6 seconds.
 EV2814
 EV2814.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2814.The vertical order pertains to the NGVD 29 superseded value.
 EV2814
 EV2814.The geoid height was determined by GEOID03.
 EV2814
 EV2814;                    North         East    Units  Estimated Accuracy
 EV2814;SPC CA 5     -   608,470.    2,015,160.      MT  (+/- 180 meters Scaled)
 EV2814
 EV2814                          SUPERSEDED SURVEY CONTROL
 EV2814
 EV2814  NGVD 29 (??/??/92) 1060.336  (m)         3478.79   (f) ADJ UNCH    2 0
 EV2814
 EV2814.Superseded values are not recommended for survey control.
 EV2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2814.See file dsdata.txt to determine how the superseded data were derived.
 EV2814
 EV2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU233154(NAD 83)
 EV2814_MARKER: DD = SURVEY DISK
 EV2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2814_STAMPING: 369.6 C B M 1968
 EV2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2814+STABILITY: SURFACE MOTION
 EV2814
 EV2814  HISTORY     - Date     Condition        Report By
 EV2814  HISTORY     - 1968     MONUMENTED       CADWR
 EV2814  HISTORY     - 1971     GOOD             NGS
 EV2814
 EV2814                          STATION DESCRIPTION
 EV2814
 EV2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2814'7 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2814'7.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2814'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 165TH STREET EAST, 69
 EV2814'FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 37 FEET
 EV2814'EAST OF THE CENTER LINE OF THE STREET, 76.5 FEET SOUTH OF
 EV2814'THE RIGHT-OF-WAY FENCE, 33 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE
 EV2814'POLE 799809E WITH A GUY WIRE, 1.2 FEET SOUTHEAST OF A WITNESS
 EV2814'POST, ABOUT 2 FEET HIGHER THAN THE STREET, AND SET IN THE TOP
 EV2814'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION
 EV2814'33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2820 ***********************************************************************
 EV2820  DESIGNATION -  369.7 C
 EV2820  PID         -  EV2820
 EV2820  STATE/COUNTY-  CA/LOS ANGELES
 EV2820  USGS QUAD   -  VALYERMO (1995)
 EV2820
 EV2820                         *CURRENT SURVEY CONTROL
 EV2820  ___________________________________________________________________
 EV2820* NAD 83(1986)-  34 28 45.     (N)    117 49 51.     (W)     SCALED    
 EV2820* NAVD 88     -      1058.94   (+/-2cm)    3474.2    (feet)  VERTCON   
 EV2820  ___________________________________________________________________
 EV2820  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2820
 EV2820.The horizontal coordinates were scaled from a topographic map and have
 EV2820.an estimated accuracy of +/- 6 seconds.
 EV2820
 EV2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2820.The vertical order pertains to the NGVD 29 superseded value.
 EV2820
 EV2820.The geoid height was determined by GEOID03.
 EV2820
 EV2820;                    North         East    Units  Estimated Accuracy
 EV2820;SPC CA 5     -   608,630.    2,015,540.      MT  (+/- 180 meters Scaled)
 EV2820
 EV2820                          SUPERSEDED SURVEY CONTROL
 EV2820
 EV2820  NGVD 29 (??/??/92) 1058.009  (m)         3471.15   (f) ADJ UNCH    2 0
 EV2820
 EV2820.Superseded values are not recommended for survey control.
 EV2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2820.See file dsdata.txt to determine how the superseded data were derived.
 EV2820
 EV2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU237156(NAD 83)
 EV2820_MARKER: DD = SURVEY DISK
 EV2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2820_STAMPING: 369.7 C 1971
 EV2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2820+STABILITY: SURFACE MOTION
 EV2820
 EV2820  HISTORY     - Date     Condition        Report By
 EV2820  HISTORY     - 1971     MONUMENTED       CADWR
 EV2820  HISTORY     - 1971     GOOD             NGS
 EV2820
 EV2820                          STATION DESCRIPTION
 EV2820
 EV2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2820'7.2 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2820'7.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2820'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF AN OVERCHUTE, 115.0
 EV2820'FEET NORTHEAST OF THE EAST WALL OF THE OVERCHUTE, 2.7 FEET SOUTH
 EV2820'OF THE RIGHT-OF-WAY FENCE, 30.3 FEET EAST OF AN ANGLE POST IN
 EV2820'THE FENCE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 8 FEET LOWER
 EV2820'THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE
 EV2820'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 33, T 5 N,
 EV2820'R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0212 ***********************************************************************
 GT0212  DESIGNATION -  3691
 GT0212  PID         -  GT0212
 GT0212  STATE/COUNTY-  CA/INYO
 GT0212  USGS QUAD   -  LONE PINE (1994)
 GT0212
 GT0212                         *CURRENT SURVEY CONTROL
 GT0212  ___________________________________________________________________
 GT0212* NAD 83(1986)-  36 30 34.     (N)    118 01 56.     (W)     SCALED    
 GT0212* NAVD 88     -      1125.193  (meters)    3691.57   (feet)  ADJUSTED  
 GT0212  ___________________________________________________________________
 GT0212  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GT0212  DYNAMIC HT  -        1123.885 (meters)    3687.28  (feet)  COMP
 GT0212  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 GT0212
 GT0212  VERT ORDER  -  FIRST     CLASS II
 GT0212
 GT0212.The horizontal coordinates were scaled from a topographic map and have
 GT0212.an estimated accuracy of +/- 6 seconds.
 GT0212
 GT0212.The orthometric height was determined by differential leveling
 GT0212.and adjusted in June 1991.
 GT0212
 GT0212.The geoid height was determined by GEOID03.
 GT0212
 GT0212.The dynamic height is computed by dividing the NAVD 88
 GT0212.geopotential number by the normal gravity value computed on the
 GT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0212.degrees latitude (g = 980.6199 gals.).
 GT0212
 GT0212.The modeled gravity was interpolated from observed gravity values.
 GT0212
 GT0212;                    North         East    Units  Estimated Accuracy
 GT0212;SPC CA 4     -   630,940.    2,086,690.      MT  (+/- 180 meters Scaled)
 GT0212
 GT0212                          SUPERSEDED SURVEY CONTROL
 GT0212
 GT0212  NGVD 29 (??/??/??) 1124.30   (m)         3688.6    (f) RESET       3  
 GT0212
 GT0212.Superseded values are not recommended for survey control.
 GT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0212.See file dsdata.txt to determine how the superseded data were derived.
 GT0212
 GT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA075409(NAD 83)
 GT0212_MARKER: DD = SURVEY DISK
 GT0212_SETTING: 80 = SET IN A BOULDER
 GT0212_SP_SET: BOULDER
 GT0212_STAMPING: 3691 1905 BB 2
 GT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0212+STABILITY: SURFACE MOTION
 GT0212
 GT0212  HISTORY     - Date     Condition        Report By
 GT0212  HISTORY     - 1905     MONUMENTED       USGS
 GT0212  HISTORY     - 1962     GOOD             NGS
 GT0212
 GT0212                          STATION DESCRIPTION
 GT0212
 GT0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0212'7.8 MI S FROM LONE PINE.
 GT0212'7.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0212'FROM THE STATION AT LONE PINE, 90 FEET WEST AND ACROSS THE TRACK
 GT0212'FROM THE FIRST POLE NORTH-NORTHWEST OF MILEPOLE 511, IN THE TOP
 GT0212'OF A 4 1/2- BY 5-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT
 GT0212'2 1/2 FEET ABOVE THE GROUND, 47 FEET WEST-SOUTHWEST OF THE NEAR
 GT0212'RAIL, 153 FEET EAST-NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 GT0212'395 AND 6, 3.3 FEET NORTH-NORTHWEST OF A 1 1/2-INCH PIPE DRIVEN
 GT0212'IN THE GROUND AND PAINTED YELLOW, ABOUT 13 FEET HIGHER THAN THE
 GT0212'TRACK, AND ABOUT 6 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1036 ***********************************************************************
 MX1036  DESIGNATION -  3692
 MX1036  PID         -  MX1036
 MX1036  STATE/COUNTY-  CA/SISKIYOU
 MX1036  USGS QUAD   -  HOTLUM (1986)
 MX1036
 MX1036                         *CURRENT SURVEY CONTROL
 MX1036  ___________________________________________________________________
 MX1036* NAD 83(1992)-  41 28 51.45208(N)    122 20 54.63625(W)     ADJUSTED  
 MX1036* NAVD 88     -      1131.1    (meters)    3711.     (feet)  VERTCON   
 MX1036  ___________________________________________________________________
 MX1036  EPOCH DATE  -        1991.35
 MX1036  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 MX1036  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 MX1036  HORZ ORDER  -  THIRD
 MX1036
 MX1036.The horizontal coordinates were established by classical geodetic methods
 MX1036.and adjusted by the National Geodetic Survey in March 1994.
 MX1036.The horizontal coordinates are valid at the epoch date displayed above.
 MX1036.The epoch date for horizontal control is a decimal equivalence
 MX1036.of Year/Month/Day.
 MX1036
 MX1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX1036
 MX1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1036
 MX1036.The geoid height was determined by GEOID03.
 MX1036
 MX1036;                    North         East     Units Scale Factor Converg.
 MX1036;SPC CA 1     -   738,530.875 1,970,893.518   MT  0.99995813   -0 13 40.4
 MX1036;SPC CA 1     - 2,422,996.71  6,466,173.15   sFT  0.99995813   -0 13 40.4
 MX1036;UTM  10      - 4,592,355.131   554,391.225   MT  0.99963641   +0 25 53.5
 MX1036
 MX1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1036!SPC CA 1     -   0.99982632  x   0.99995813  =   0.99978446
 MX1036!UTM  10      -   0.99982632  x   0.99963641  =   0.99946279
 MX1036
 MX1036                          SUPERSEDED SURVEY CONTROL
 MX1036
 MX1036  NAD 83(1986)-  41 28 51.44938(N)    122 20 54.64151(W) AD(1984.00) 3
 MX1036  NAD 27      -  41 28 51.90500(N)    122 20 50.58800(W) AD(       ) 3
 MX1036  NGVD 29 (07/19/86) 1130.0    (m)         3707.     (f) VERT ANG    3  
 MX1036
 MX1036.Superseded values are not recommended for survey control.
 MX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1036.See file dsdata.txt to determine how the superseded data were derived.
 MX1036
 MX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL5439192355(NAD 83)
 MX1036
 MX1036  HISTORY     - Date     Condition        Report By
 MX1036  HISTORY     - 1952     MONUMENTED       CGS
 MX1036
 MX1036                          STATION DESCRIPTION
 MX1036
 MX1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1036'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE NORTHEAST OF WEED,
 MX1036'9 MILES AIRLINE SOUTHEAST GAZELLE, 1/4 MILE NORTHWEST OF U.S.
 MX1036'HIGHWAY 97 ON THE HIGHEST PART OF A LONE, ROCKY HILL.
 MX1036'
 MX1036'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK, NOT VISITED
 MX1036'BY THIS PARTY.  A FLAGED TARGET OVER THE STATION WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5112 ***********************************************************************
 EW5112  DESIGNATION -  3693 TRI CO
 EW5112  PID         -  EW5112
 EW5112  STATE/COUNTY-  CA/VENTURA
 EW5112  USGS QUAD   -  REYES PEAK (1991)
 EW5112
 EW5112                         *CURRENT SURVEY CONTROL
 EW5112  ___________________________________________________________________
 EW5112* NAD 83(1986)-  34 40 42.     (N)    119 21 50.     (W)     SCALED    
 EW5112* NAVD 88     -      1128.04   (+/-2cm)    3700.9    (feet)  VERTCON   
 EW5112  ___________________________________________________________________
 EW5112  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 EW5112  VERT ORDER  -  THIRD (See Below)
 EW5112
 EW5112.The horizontal coordinates were scaled from a topographic map and have
 EW5112.an estimated accuracy of +/- 6 seconds.
 EW5112
 EW5112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5112.The vertical order pertains to the NGVD 29 superseded value.
 EW5112
 EW5112.The geoid height was determined by GEOID03.
 EW5112
 EW5112;                    North         East    Units  Estimated Accuracy
 EW5112;SPC CA 5     -   631,550.    1,875,020.      MT  (+/- 180 meters Scaled)
 EW5112
 EW5112                          SUPERSEDED SURVEY CONTROL
 EW5112
 EW5112  NGVD 29 (??/??/??) 1127.13   (m)         3697.9    (f) RESET       3  
 EW5112
 EW5112.Superseded values are not recommended for survey control.
 EW5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5112.See file dsdata.txt to determine how the superseded data were derived.
 EW5112
 EW5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU834399(NAD 83)
 EW5112_MARKER: P = PIPE CAP
 EW5112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5112_STAMPING: BM ELEV 3693.86 RPPI 67+35.70
 EW5112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5112
 EW5112  HISTORY     - Date     Condition        Report By
 EW5112  HISTORY     - UNK      MONUMENTED       CA-111
 EW5112  HISTORY     - 1959     MARK NOT FOUND   NGS
 EW5112
 EW5112                          STATION DESCRIPTION
 EW5112
 EW5112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EW5112'35.2 MI S FROM MARICOPA.
 EW5112'29.2 MILES NORTH ALONG U.S. HIGHWAY 399 FROM WHEELER SPRINGS,
 EW5112'VENTURA COUNTY, 4.6 MILES NORTH OF PINE MOUNTAIN SUMMIT, NEAR
 EW5112'THE MIDDLE OF A U-RIDGE, 90 YARDS SOUTHEAST OF A 30-INCH
 EW5112'CORRUGATED-IRON CULVERT, AND 50 FEET SOUTHEAST OF THE CENTERLINE
 EW5112'OF THE HIGHWAY.  A TRI-COUNTY STANDARD CAP, STAMPED BM ELEV
 EW5112'3693.86 RPPI 67+35.70 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0599 ***********************************************************************
 KS0599  DESIGNATION -  36=1796.87
 KS0599  PID         -  KS0599
 KS0599  STATE/COUNTY-  CA/PLUMAS
 KS0599  USGS QUAD   -  STORRIE (1994)
 KS0599
 KS0599                         *CURRENT SURVEY CONTROL
 KS0599  ___________________________________________________________________
 KS0599* NAD 83(1986)-  39 54 07.     (N)    121 21 25.     (W)     SCALED    
 KS0599* NAVD 88     -       551.711  (meters)    1810.07   (feet)  ADJUSTED  
 KS0599  ___________________________________________________________________
 KS0599  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KS0599  DYNAMIC HT  -         551.325 (meters)    1808.81  (feet)  COMP
 KS0599  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 KS0599
 KS0599  VERT ORDER  -  SECOND    CLASS 0
 KS0599
 KS0599.The horizontal coordinates were scaled from a topographic map and have
 KS0599.an estimated accuracy of +/- 6 seconds.
 KS0599
 KS0599.The orthometric height was determined by differential leveling
 KS0599.and adjusted in June 1991.
 KS0599
 KS0599.The geoid height was determined by GEOID03.
 KS0599
 KS0599.The dynamic height is computed by dividing the NAVD 88
 KS0599.geopotential number by the normal gravity value computed on the
 KS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0599.degrees latitude (g = 980.6199 gals.).
 KS0599
 KS0599.The modeled gravity was interpolated from observed gravity values.
 KS0599
 KS0599;                    North         East    Units  Estimated Accuracy
 KS0599;SPC CA 1     -   563,340.    2,054,990.      MT  (+/- 180 meters Scaled)
 KS0599
 KS0599                          SUPERSEDED SURVEY CONTROL
 KS0599
 KS0599  NGVD 29 (??/??/??)  550.769  (m)         1806.98   (f) ADJUSTED    2 0
 KS0599
 KS0599.Superseded values are not recommended for survey control.
 KS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0599.See file dsdata.txt to determine how the superseded data were derived.
 KS0599
 KS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK404181(NAD 83)
 KS0599_MARKER: X = CHISELED CROSS
 KS0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0599_SP_SET: BRIDGE
 KS0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0599
 KS0599  HISTORY     - Date     Condition        Report By
 KS0599  HISTORY     - UNK      MONUMENTED       PG+E
 KS0599  HISTORY     - 1935     GOOD             NGS
 KS0599  HISTORY     - 1974     MARK NOT FOUND   USGS
 KS0599
 KS0599                          STATION DESCRIPTION
 KS0599
 KS0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KS0599'9.5 MI NE FROM PULGA.
 KS0599'IN PLUMAS COUNTY, 9.5 MILES NORTHEAST ALONG THE WESTERN PACIFIC
 KS0599'RAILROAD FROM THE STATION AT PULGA, BUTTE COUNTY, NEAR MERLIN,
 KS0599'AT A RAILROAD TRESTLE, ON THE NORTH END OF THE EAST ABUTMENT,
 KS0599'AND NEAR THE PAINTED FIGURES 1796.87 PG AND E.  A CHISELED CROSS.
 KS0599
 KS0599                          STATION RECOVERY (1974)
 KS0599
 KS0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0968 ***********************************************************************
 DC0968  DESIGNATION -  37
 DC0968  PID         -  DC0968
 DC0968  STATE/COUNTY-  CA/SAN DIEGO
 DC0968  USGS QUAD   -  LA MESA (1980)
 DC0968
 DC0968                         *CURRENT SURVEY CONTROL
 DC0968  ___________________________________________________________________
 DC0968* NAD 83(1986)-  32 45 09.     (N)    117 00 41.     (W)     SCALED    
 DC0968* NAVD 88     -       131.26   (+/-2cm)     430.6    (feet)  VERTCON   
 DC0968  ___________________________________________________________________
 DC0968  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DC0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0968
 DC0968.The horizontal coordinates were scaled from a topographic map and have
 DC0968.an estimated accuracy of +/- 6 seconds.
 DC0968
 DC0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0968.The vertical order pertains to the NGVD 29 superseded value.
 DC0968
 DC0968.The geoid height was determined by GEOID03.
 DC0968
 DC0968;                    North         East    Units  Estimated Accuracy
 DC0968;SPC CA 6     -   565,230.    1,928,650.      MT  (+/- 180 meters Scaled)
 DC0968
 DC0968                          SUPERSEDED SURVEY CONTROL
 DC0968
 DC0968  NGVD 29 (??/??/??)  130.604  (m)          428.49   (f) ADJUSTED    2 0
 DC0968
 DC0968.Superseded values are not recommended for survey control.
 DC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0968.See file dsdata.txt to determine how the superseded data were derived.
 DC0968
 DC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS989238(NAD 83)
 DC0968_MARKER: Q = CHISELED SQUARE
 DC0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0968_SP_SET: CULVERT
 DC0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0968
 DC0968  HISTORY     - Date     Condition        Report By
 DC0968  HISTORY     - UNK      MONUMENTED       RBNF
 DC0968  HISTORY     - 1955     GOOD             NGS
 DC0968
 DC0968                          STATION DESCRIPTION
 DC0968
 DC0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0968'1 MI SE FROM LA MESA.
 DC0968'1.0 MILE SOUTHEAST ALONG PALM AVENUE (STATE HIGHWAY 67) FROM THE
 DC0968'POST OFFICE AT LA MESA, AT THE Y JUNCTION OF STATE HIGHWAY 94,
 DC0968'AT A DOUBLE 36-INCH CONCRETE PIPE CULVERT UNDER STATE
 DC0968'HIGHWAY 94, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTH
 DC0968'CONCRETE HEAD WALL, 13.3 FEET SOUTH OF THE CENTER LINE OF STATE
 DC0968'HIGHWAY 94, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND MARKED BY
 DC0968'THE RED PAINTED LETTERS B.M. 37 428.54.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2149 ***********************************************************************
 GU2149  DESIGNATION -  37
 GU2149  PID         -  GU2149
 GU2149  STATE/COUNTY-  CA/MONTEREY
 GU2149  USGS QUAD   -  PRUNEDALE (1993)
 GU2149
 GU2149                         *CURRENT SURVEY CONTROL
 GU2149  ___________________________________________________________________
 GU2149* NAD 83(1986)-  36 52 17.     (N)    121 44 46.     (W)     SCALED    
 GU2149* NAVD 88     -         6.418  (meters)      21.06   (feet)  READJUSTED
 GU2149  ___________________________________________________________________
 GU2149  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU2149  DYNAMIC HT  -           6.410 (meters)      21.03  (feet)  COMP
 GU2149  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 GU2149  OBS GRAVITY -     979,884.7   (mgal)                       GRAV_OBS
 GU2149
 GU2149  VERT ORDER  -  ?
 GU2149
 GU2149.The horizontal coordinates were scaled from a topographic map and have
 GU2149.an estimated accuracy of +/- 6 seconds.
 GU2149
 GU2149.The orthometric height was determined by differential leveling
 GU2149.and adjusted in March 1993.
 GU2149.The height was derived from older observations constrained to new
 GU2149.heights in a crustal motion area.  The height is approximate in
 GU2149.relation to other heights in its vicinity.
 GU2149.WARNING-Repeat measurements at this control monument indicate possible
 GU2149.vertical movement.
 GU2149
 GU2149.The geoid height was determined by GEOID03.
 GU2149
 GU2149.The dynamic height is computed by dividing the NAVD 88
 GU2149.geopotential number by the normal gravity value computed on the
 GU2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2149.degrees latitude (g = 980.6199 gals.).
 GU2149
 GU2149.The modeled gravity was interpolated from observed gravity values.
 GU2149.The observed gravity was obtained from relative gravimeter ties
 GU2149.to the IGSN71 gravity network.
 GU2149
 GU2149;                    North         East    Units  Estimated Accuracy
 GU2149;SPC CA 4     -   674,170.    1,755,200.      MT  (+/- 180 meters Scaled)
 GU2149
 GU2149                          SUPERSEDED SURVEY CONTROL
 GU2149
 GU2149  NAVD 88 (06/15/91)    6.470  (m)           21.23   (f) UNKNOWN     1 1
 GU2149  NGVD 29 (10/21/93)    5.590  (m)           18.34   (f) ADJUSTED    1 1
 GU2149
 GU2149.Superseded values are not recommended for survey control.
 GU2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2149.See file dsdata.txt to determine how the superseded data were derived.
 GU2149
 GU2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF117813(NAD 83)
 GU2149_MARKER: P = PIPE CAP
 GU2149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2149_SP_SET: METAL PIPE IMBEDDED IN GROUND
 GU2149_STAMPING: SF 37 1908
 GU2149_MARK LOGO: USGS  
 GU2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU2149+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1988
 GU2149
 GU2149  HISTORY     - Date     Condition        Report By
 GU2149  HISTORY     - 1908     MONUMENTED       USGS
 GU2149  HISTORY     - 1967     GOOD             NGS
 GU2149  HISTORY     - 1977     GOOD             NGS
 GU2149  HISTORY     - 19881208 GOOD             NGS
 GU2149
 GU2149                          STATION DESCRIPTION
 GU2149
 GU2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2149'1.6 MI S FROM WATSONVILLE JUNCTION.
 GU2149'1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2149'FROM WATSONVILLE JUNCTION, 58 YARDS SOUTH OF SIGNAL 101.9,
 GU2149'24.8 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 19.8 FEET
 GU2149'WEST OF THE WEST RAIL OF THE TRACK, 19.0 FEET NORTH OF MILEPOST
 GU2149'102, 0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT THE SAME
 GU2149'ELEVATION AS THE TRACK, AND RIVETED TO THE TOP OF A 3-1/2-INCH
 GU2149'IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 GU2149
 GU2149                          STATION RECOVERY (1977)
 GU2149
 GU2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2149'THE HIGH POINT OF THE MARK IS THE LETTER --U-- IN U. S.
 GU2149
 GU2149                          STATION RECOVERY (1988)
 GU2149
 GU2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4589 ***********************************************************************
 EW4589  DESIGNATION -  37 1 V CO
 EW4589  PID         -  EW4589
 EW4589  STATE/COUNTY-  CA/VENTURA
 EW4589  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW4589
 EW4589                         *CURRENT SURVEY CONTROL
 EW4589  ___________________________________________________________________
 EW4589* NAD 83(1986)-  34 17 07.     (N)    118 52 28.     (W)     SCALED    
 EW4589* NAVD 88     -       163.02   (+/-2cm)     534.8    (feet)  VERTCON   
 EW4589  ___________________________________________________________________
 EW4589  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW4589  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4589
 EW4589.The horizontal coordinates were scaled from a topographic map and have
 EW4589.an estimated accuracy of +/- 6 seconds.
 EW4589
 EW4589.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4589.The vertical order pertains to the NGVD 29 superseded value.
 EW4589
 EW4589.The geoid height was determined by GEOID03.
 EW4589
 EW4589;                    North         East    Units  Estimated Accuracy
 EW4589;SPC CA 5     -   587,460.    1,919,490.      MT  (+/- 180 meters Scaled)
 EW4589
 EW4589                          SUPERSEDED SURVEY CONTROL
 EW4589
 EW4589  NGVD 29 (??/??/92)  162.22   (m)          532.2    (f) COMPUTED    1 2
 EW4589
 EW4589.Superseded values are not recommended for survey control.
 EW4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4589.See file dsdata.txt to determine how the superseded data were derived.
 EW4589
 EW4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT274953(NAD 83)
 EW4589_MARKER: P = PIPE CAP
 EW4589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4589_SP_SET: CURB
 EW4589_STAMPING: 37-1 1965
 EW4589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4589
 EW4589  HISTORY     - Date     Condition        Report By
 EW4589  HISTORY     - 1965     MONUMENTED       CA-111
 EW4589  HISTORY     - 19960106 MARK NOT FOUND   USPSQD
 EW4589
 EW4589                          STATION DESCRIPTION
 EW4589
 EW4589'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4589'AT MOORPARK.
 EW4589'AT THE SE CORNER OF LOS ANGELES AVENUE AND SPRING STREET.  160
 EW4589'FEET S FROM THE CENTER OF LOS ANGELES AVENUE AND 39 FT E FROM
 EW4589'THE CENTER OF SPRING STREET, 4 FT SW FROM POWER POLE NO. 1436619E,
 EW4589'8 FT N FROM THE END OF A CONCRETE CURB.  A BRASS CAP MONUMENT
 EW4589'SET IN A CONCRETE CURB, FLUSH.
 EW4589
 EW4589                          STATION RECOVERY (1996)
 EW4589
 EW4589'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6938 ***********************************************************************
 EW6938  DESIGNATION -  37 1 V CO RESET 1970
 EW6938  PID         -  EW6938
 EW6938  STATE/COUNTY-  CA/VENTURA
 EW6938  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW6938
 EW6938                         *CURRENT SURVEY CONTROL
 EW6938  ___________________________________________________________________
 EW6938* NAD 83(1986)-  34 17 08.     (N)    118 52 28.     (W)     SCALED    
 EW6938* NAVD 88     -       163.522  (meters)     536.49   (feet)  READJUSTED
 EW6938  ___________________________________________________________________
 EW6938  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW6938  DYNAMIC HT  -         163.350 (meters)     535.92  (feet)  COMP
 EW6938  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 EW6938
 EW6938  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6938
 EW6938.The horizontal coordinates were scaled from a topographic map and have
 EW6938.an estimated accuracy of +/- 6 seconds.
 EW6938
 EW6938.The orthometric height was determined by differential leveling
 EW6938.and adjusted in February 1993.
 EW6938.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6938.distribution rate of 0.0 thru 1.0 mm/km.
 EW6938.The height was derived from older observations constrained to new
 EW6938.heights in a crustal motion area.  The height is approximate in
 EW6938.relation to other heights in its vicinity.
 EW6938
 EW6938.The geoid height was determined by GEOID03.
 EW6938
 EW6938.The dynamic height is computed by dividing the NAVD 88
 EW6938.geopotential number by the normal gravity value computed on the
 EW6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6938.degrees latitude (g = 980.6199 gals.).
 EW6938
 EW6938.The modeled gravity was interpolated from observed gravity values.
 EW6938
 EW6938;                    North         East    Units  Estimated Accuracy
 EW6938;SPC CA 5     -   587,490.    1,919,490.      MT  (+/- 180 meters Scaled)
 EW6938
 EW6938                          SUPERSEDED SURVEY CONTROL
 EW6938
 EW6938  NGVD 29 (??/??/92)  162.746  (m)          533.94   (f) ADJ UNCH    1 1
 EW6938
 EW6938.Superseded values are not recommended for survey control.
 EW6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6938.See file dsdata.txt to determine how the superseded data were derived.
 EW6938
 EW6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT274954(NAD 83)
 EW6938_MARKER: DB = BENCH MARK DISK
 EW6938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6938_SP_SET: CURB
 EW6938_STAMPING: BM 37-1 RESET 1970
 EW6938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6938
 EW6938  HISTORY     - Date     Condition        Report By
 EW6938  HISTORY     - 1970     MONUMENTED       CA-111
 EW6938  HISTORY     - 1978     GOOD             NGS
 EW6938  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW6938
 EW6938                          STATION DESCRIPTION
 EW6938
 EW6938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6938'MOORPARK.
 EW6938'AT MOORPARK IN THE SOUTHEAST CORNER OF THE JUNCTION OF HIGHWAY 118
 EW6938'AND MOORPARK ROAD, IN TOP OF CONCRETE CURB OF SIDEWALK AT THE
 EW6938'NORTHWEST CORNER OF A UNION 76 SERVICE STATION, 33 FEET SOUTH OF THE
 EW6938'CENTERLINE OF HIGHWAY 118, 41 FEET EAST OF THE CENTER LINE OF MOORPARK
 EW6938'ROAD, 1 FOOT NORTHWEST OF A POWER POLE NUMBER 1436620E.
 EW6938
 EW6938                          STATION RECOVERY (1996)
 EW6938
 EW6938'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW6938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9472 ***********************************************************************
 EW9472  DESIGNATION -  37 12 RM 1
 EW9472  PID         -  EW9472
 EW9472  STATE/COUNTY-  CA/VENTURA
 EW9472  USGS QUAD   -  MOORPARK (1974)
 EW9472
 EW9472                         *CURRENT SURVEY CONTROL
 EW9472  ___________________________________________________________________
 EW9472* NAD 83(1986)-  34 17 04.     (N)    118 53 39.     (W)     SCALED    
 EW9472* NAVD 88     -       148.356  (meters)     486.73   (feet)  ADJUSTED  
 EW9472  ___________________________________________________________________
 EW9472  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EW9472  DYNAMIC HT  -         148.198 (meters)     486.21  (feet)  COMP
 EW9472  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 EW9472
 EW9472  VERT ORDER  -  FIRST     CLASS II
 EW9472
 EW9472.The horizontal coordinates were scaled from a topographic map and have
 EW9472.an estimated accuracy of +/- 6 seconds.
 EW9472
 EW9472.The orthometric height was determined by differential leveling
 EW9472.and adjusted in June 1991.
 EW9472
 EW9472.The geoid height was determined by GEOID03.
 EW9472
 EW9472.The dynamic height is computed by dividing the NAVD 88
 EW9472.geopotential number by the normal gravity value computed on the
 EW9472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9472.degrees latitude (g = 980.6199 gals.).
 EW9472
 EW9472.The modeled gravity was interpolated from observed gravity values.
 EW9472
 EW9472;                    North         East    Units  Estimated Accuracy
 EW9472;SPC CA 5     -   587,380.    1,917,670.      MT  (+/- 180 meters Scaled)
 EW9472
 EW9472                          SUPERSEDED SURVEY CONTROL
 EW9472
 EW9472.No superseded survey control is available for this station.
 EW9472
 EW9472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT256953(NAD 83)
 EW9472_MARKER: DB = BENCH MARK DISK
 EW9472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9472_SP_SET: CURB
 EW9472_STAMPING: 37-12 RM-1 1988
 EW9472_MARK LOGO: CA-111
 EW9472_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9472+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 EW9472
 EW9472  HISTORY     - Date     Condition        Report By
 EW9472  HISTORY     - 1988     MONUMENTED       CA-111
 EW9472  HISTORY     - 19890505 GOOD             NGS
 EW9472  HISTORY     - 19960107 GOOD             USPSQD
 EW9472
 EW9472                          STATION DESCRIPTION
 EW9472
 EW9472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9472'IN MOORPARK, AT THE INTERSECTION OF POINDEXTER AVENUE AND TECH CIRCLE
 EW9472'AS PER SIGN, IN TOP OF A CONCRETE CURB.  20.3 M (66.6 FT) EAST OF THE
 EW9472'CENTER OF TECH CIRCLE, 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF THE
 EW9472'AVENUE, 0.2 M (0.7 FT) ABOVE THE AVENUE SURFACE.
 EW9472
 EW9472                          STATION RECOVERY (1996)
 EW9472
 EW9472'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW9472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4606 ***********************************************************************
 EW4606  DESIGNATION -  37 13
 EW4606  PID         -  EW4606
 EW4606  STATE/COUNTY-  CA/VENTURA
 EW4606  USGS QUAD   -  MOORPARK (1974)
 EW4606
 EW4606                         *CURRENT SURVEY CONTROL
 EW4606  ___________________________________________________________________
 EW4606* NAD 83(1986)-  34 17 00.     (N)    118 54 04.     (W)     SCALED    
 EW4606* NAVD 88     -       145.679  (meters)     477.95   (feet)  ADJUSTED  
 EW4606  ___________________________________________________________________
 EW4606  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW4606  DYNAMIC HT  -         145.525 (meters)     477.44  (feet)  COMP
 EW4606  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 EW4606
 EW4606  VERT ORDER  -  FIRST     CLASS I
 EW4606
 EW4606.The horizontal coordinates were scaled from a topographic map and have
 EW4606.an estimated accuracy of +/- 6 seconds.
 EW4606
 EW4606.The orthometric height was determined by differential leveling
 EW4606.and adjusted in June 1991.
 EW4606.WARNING-Repeat measurements at this control monument indicate possible
 EW4606.vertical movement.
 EW4606
 EW4606.The geoid height was determined by GEOID03.
 EW4606
 EW4606.The dynamic height is computed by dividing the NAVD 88
 EW4606.geopotential number by the normal gravity value computed on the
 EW4606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4606.degrees latitude (g = 980.6199 gals.).
 EW4606
 EW4606.The modeled gravity was interpolated from observed gravity values.
 EW4606
 EW4606;                    North         East    Units  Estimated Accuracy
 EW4606;SPC CA 5     -   587,260.    1,917,030.      MT  (+/- 180 meters Scaled)
 EW4606
 EW4606                          SUPERSEDED SURVEY CONTROL
 EW4606
 EW4606  NGVD 29 (??/??/92)  144.883  (m)          475.34   (f) ADJ UNCH    1 1
 EW4606
 EW4606.Superseded values are not recommended for survey control.
 EW4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4606.See file dsdata.txt to determine how the superseded data were derived.
 EW4606
 EW4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT250952(NAD 83)
 EW4606_MARKER: DD = SURVEY DISK
 EW4606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4606_SP_SET: HEADWALL
 EW4606_STAMPING: BM 37-13 1965
 EW4606_MARK LOGO: CA-111
 EW4606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4606+STABILITY: SURFACE MOTION
 EW4606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4606+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1989
 EW4606
 EW4606  HISTORY     - Date     Condition        Report By
 EW4606  HISTORY     - 1965     MONUMENTED       CA-111
 EW4606  HISTORY     - 1968     GOOD             NGS
 EW4606  HISTORY     - 1978     GOOD             NGS
 EW4606  HISTORY     - 19890505 GOOD             NGS
 EW4606  HISTORY     - 19960107 POOR             USPSQD
 EW4606
 EW4606                          STATION DESCRIPTION
 EW4606
 EW4606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW4606'1.1 MI W FROM MOORPARK.
 EW4606'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EW4606'THE CROSSING OF STATE HIGHWAY 23 AT MOORPARK, IN R19 W T2N,
 EW4606'SECTION 6, 2 1/4 POLES WEST OF MILEPOLE 426, AT THE CROSSING OF
 EW4606'GABBERT ROAD, IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 EW4606'HEAD WALL OF A CONCRETE BOX CULVERT UNDER THE ROAD, 45.6 FEET
 EW4606'NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 EW4606
 EW4606                          STATION RECOVERY (1978)
 EW4606
 EW4606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4606'RECOVERED IN GOOD CONDITION.
 EW4606
 EW4606                          STATION RECOVERY (1989)
 EW4606
 EW4606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4606'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.10
 EW4606'MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS JUNCTION
 EW4606'WITH STATE HIGHWAY 23 IN MOORPARK, IN TOP AND 1.6 M (5.2 FT) NORTH OF
 EW4606'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 EW4606'GABBERT ROAD.  14.0 M (45.9 FT) NORTH OF THE NEAR RAIL, 6.1 M (20.0
 EW4606'FT) WEST OF THE CENTERLINE OF THE ROAD AND LEVEL WITH THE ROAD
 EW4606'SURFACE.
 EW4606
 EW4606                          STATION RECOVERY (1996)
 EW4606
 EW4606'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4606'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4590 ***********************************************************************
 EW4590  DESIGNATION -  37 19
 EW4590  PID         -  EW4590
 EW4590  STATE/COUNTY-  CA/VENTURA
 EW4590  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW4590
 EW4590                         *CURRENT SURVEY CONTROL
 EW4590  ___________________________________________________________________
 EW4590* NAD 83(1986)-  34 17 07.     (N)    118 52 27.     (W)     SCALED    
 EW4590* NAVD 88     -       163.027  (meters)     534.86   (feet)  ADJUSTED  
 EW4590  ___________________________________________________________________
 EW4590  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW4590  DYNAMIC HT  -         162.855 (meters)     534.30  (feet)  COMP
 EW4590  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 EW4590
 EW4590  VERT ORDER  -  FIRST     CLASS I
 EW4590
 EW4590.The horizontal coordinates were scaled from a topographic map and have
 EW4590.an estimated accuracy of +/- 6 seconds.
 EW4590
 EW4590.The orthometric height was determined by differential leveling
 EW4590.and adjusted in June 1995.
 EW4590
 EW4590.The geoid height was determined by GEOID03.
 EW4590
 EW4590.The dynamic height is computed by dividing the NAVD 88
 EW4590.geopotential number by the normal gravity value computed on the
 EW4590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4590.degrees latitude (g = 980.6199 gals.).
 EW4590
 EW4590.The modeled gravity was interpolated from observed gravity values.
 EW4590
 EW4590;                    North         East    Units  Estimated Accuracy
 EW4590;SPC CA 5     -   587,460.    1,919,520.      MT  (+/- 180 meters Scaled)
 EW4590
 EW4590                          SUPERSEDED SURVEY CONTROL
 EW4590
 EW4590  NAVD 88 (06/15/91)  163.028  (m)          534.87   (f) UNKNOWN     1 1
 EW4590
 EW4590.Superseded values are not recommended for survey control.
 EW4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4590.See file dsdata.txt to determine how the superseded data were derived.
 EW4590
 EW4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT274953(NAD 83)
 EW4590_MARKER: DB = BENCH MARK DISK
 EW4590_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4590_SP_SET: DRAIN HEADWALL
 EW4590_STAMPING: 37-19 1971
 EW4590_MARK LOGO: CA-111
 EW4590_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4590+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 EW4590
 EW4590  HISTORY     - Date     Condition        Report By
 EW4590  HISTORY     - 1971     MONUMENTED       CA-111
 EW4590  HISTORY     - 19890505 GOOD             NGS
 EW4590  HISTORY     - 19940615 GOOD             NGS
 EW4590  HISTORY     - 19960106 GOOD             USPSQD
 EW4590
 EW4590                          STATION DESCRIPTION
 EW4590
 EW4590'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1971
 EW4590'AT MOORPARK.
 EW4590'A BRASS CAPPED MONUMENT, SET FLUSH IN CONCRETE OF CATH BASIN ON
 EW4590'EASTERLY SIDE OF SPRING ST., 60 FEET NORTH OF CENTERLINE OF SOUTHERN
 EW4590'PACIFIC RAILROAD, 150 FEET SOUTH OF INTERSECTION OF SPRING AND HIGH
 EW4590'(RTE 118) STREETS.
 EW4590
 EW4590                          STATION RECOVERY (1989)
 EW4590
 EW4590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4590'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MOORPARK
 EW4590'AT THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD AND SPRING STREET,
 EW4590'IN TOP OF A CONCRETE SIDEWALK OVER A CATCH BASIN.  17.0 M (55.8 FT)
 EW4590'NORTH OF THE NEAR RAIL, 10.2 M (33.5 FT) EAST OF THE CENTER OF THE
 EW4590'STREET, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE, 0.35 M (1.1 FT) EAST
 EW4590'OF A CONCRETE CURB.
 EW4590
 EW4590                          STATION RECOVERY (1994)
 EW4590
 EW4590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4590'IN MOORPARK, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 EW4590'SPRING ROAD, NEAR THE NORTH END OF THE CONCRETE HEADWALL OF A STORM
 EW4590'DRAIN, 16.6 M (54.5 FT) NORTH OF THE NEAR RAIL, 9.9 M (32.5 FT) EAST
 EW4590'OF AND LEVEL WITH THE ROAD CENTER, 0.8 M (2.6 FT) SOUTHWEST OF A
 EW4590'UTILITY POLE, AND 0.3 M (1.0 FT) EAST OF A CURB.
 EW4590
 EW4590                          STATION RECOVERY (1996)
 EW4590
 EW4590'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4591 ***********************************************************************
 EW4591  DESIGNATION -  37 3
 EW4591  PID         -  EW4591
 EW4591  STATE/COUNTY-  CA/VENTURA
 EW4591  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW4591
 EW4591                         *CURRENT SURVEY CONTROL
 EW4591  ___________________________________________________________________
 EW4591* NAD 83(1986)-  34 16 38.     (N)    118 52 28.     (W)     SCALED    
 EW4591* NAVD 88     -       160.184  (meters)     525.54   (feet)  ADJUSTED  
 EW4591  ___________________________________________________________________
 EW4591  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW4591  DYNAMIC HT  -         160.015 (meters)     524.98  (feet)  COMP
 EW4591  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 EW4591
 EW4591  VERT ORDER  -  FIRST     CLASS I
 EW4591
 EW4591.The horizontal coordinates were scaled from a topographic map and have
 EW4591.an estimated accuracy of +/- 6 seconds.
 EW4591
 EW4591.The orthometric height was determined by differential leveling
 EW4591.and adjusted in June 1995.
 EW4591
 EW4591.The geoid height was determined by GEOID03.
 EW4591
 EW4591.The dynamic height is computed by dividing the NAVD 88
 EW4591.geopotential number by the normal gravity value computed on the
 EW4591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4591.degrees latitude (g = 980.6199 gals.).
 EW4591
 EW4591.The modeled gravity was interpolated from observed gravity values.
 EW4591
 EW4591;                    North         East    Units  Estimated Accuracy
 EW4591;SPC CA 5     -   586,560.    1,919,480.      MT  (+/- 180 meters Scaled)
 EW4591
 EW4591                          SUPERSEDED SURVEY CONTROL
 EW4591
 EW4591.No superseded survey control is available for this station.
 EW4591
 EW4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT274944(NAD 83)
 EW4591_MARKER: DD = SURVEY DISK
 EW4591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW4591_SP_SET: BRIDGE ABUTMENT
 EW4591_STAMPING: BM 37-3 1965
 EW4591_MARK LOGO: CA-111
 EW4591_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4591+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4591
 EW4591  HISTORY     - Date     Condition        Report By
 EW4591  HISTORY     - 1965     MONUMENTED       CA-111
 EW4591  HISTORY     - 19940630 GOOD             NGS
 EW4591
 EW4591                          STATION DESCRIPTION
 EW4591
 EW4591'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4591'AT MOORPARK.
 EW4591'AT MOORPARK ROAD AND BRIDGE NO. 52-112 (ARROYO 5 MI).  0.2 MILE SOUTH
 EW4591'ALONG MOORPARK ROAD FROM THE INTERSETION OF MOORPARK ROAD AND SPRING
 EW4591'STREET, AT THE SOUTHWEST CORNER OF BRIDGE NO. 52-112, 1 FT NORTH FROM
 EW4591'THE SOUTH END OF THE WEST CONCRETE WALK.  A BRASS CAPPED MONUMENT, SET
 EW4591'IN A CONCRETE WALK, FLUSH.
 EW4591
 EW4591                          STATION RECOVERY (1994)
 EW4591
 EW4591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4591'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW4591'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW4591'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG SPRING ROAD, IN TOP OF AND 0.3
 EW4591'M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 EW4591'WALKWAY OF THE ROAD BRIDGE NUMBER BR 254 SPANNING A CREEK, 4.6 M (15.1
 EW4591'FT) WEST OF THE STREET CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 EW4591'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1118 ***********************************************************************
 EW1118  DESIGNATION -  37 54 26 USGS
 EW1118  PID         -  EW1118
 EW1118  STATE/COUNTY-  CA/LOS ANGELES
 EW1118  USGS QUAD   -  LOS ANGELES (1994)
 EW1118
 EW1118                         *CURRENT SURVEY CONTROL
 EW1118  ___________________________________________________________________
 EW1118* NAD 83(1986)-  34 03 18.     (N)    118 14 39.     (W)     SCALED    
 EW1118* NAVD 88     -       100.55   (+/-2cm)     329.9    (feet)  VERTCON   
 EW1118  ___________________________________________________________________
 EW1118  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EW1118  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1118
 EW1118.The horizontal coordinates were scaled from a topographic map and have
 EW1118.an estimated accuracy of +/- 6 seconds.
 EW1118
 EW1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1118.The vertical order pertains to the NGVD 29 superseded value.
 EW1118
 EW1118.The geoid height was determined by GEOID03.
 EW1118
 EW1118;                    North         East    Units  Estimated Accuracy
 EW1118;SPC CA 5     -   561,590.    1,977,460.      MT  (+/- 180 meters Scaled)
 EW1118
 EW1118                          SUPERSEDED SURVEY CONTROL
 EW1118
 EW1118  NGVD 29 (??/??/92)   99.766  (m)          327.32   (f) ADJ UNCH    1 2
 EW1118
 EW1118.Superseded values are not recommended for survey control.
 EW1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1118.See file dsdata.txt to determine how the superseded data were derived.
 EW1118
 EW1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT851689(NAD 83)
 EW1118_MARKER: DD = SURVEY DISK
 EW1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1118_STAMPING: 37 54 26 AZIMUTH
 EW1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1118+STABILITY: SURFACE MOTION
 EW1118
 EW1118  HISTORY     - Date     Condition        Report By
 EW1118  HISTORY     - UNK      MONUMENTED       USGS
 EW1118  HISTORY     - 1955     GOOD             NGS
 EW1118  HISTORY     - 1964     GOOD             NGS
 EW1118
 EW1118                          STATION DESCRIPTION
 EW1118
 EW1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1118'AT LOS ANGELES.
 EW1118'AT LOS ANGELES, AT THE COURTHOUSE, 207 FEET SOUTH OF THE
 EW1118'INTERSECTION OF TEMPLE STREET AND BROADWAY, 13.7 FEET WEST OF
 EW1118'THE NORTH END OF THE BOTTOM STEP, 78.4 FEET SOUTHWEST OF THE
 EW1118'SOUTHWEST CORNER OF THE GRANITE BASE OF A MONUMENT COMMEMORATING
 EW1118'STEPHEN M. WHITE, 73.1 FEET NORTHWEST OF THE NORTHWEST CORNER
 EW1118'OF THE HALL OF RECORDS BUILDING, 4.0 FEET EAST OF THE EAST
 EW1118'CURB OF BROADWAY, ABOUT 1/2 FOOT HIGHER THAN THE STREET, AND
 EW1118'SET IN THE TOP OF A GRANITE POST FLUSH WITH THE SIDEWALK.
 EW1118'NOTE-- THE STAMPING SHOWN ON LITHO LIST DATED JULY 10, 1947
 EW1118'IS INCOMPLETE.  THIS MARK IS LEANING SLIGHTLY.  ROD HELD ON
 EW1118'OG OF GEOLOGICAL DURING THE 1955 RELEVELING.
 EW1118
 EW1118                          STATION RECOVERY (1964)
 EW1118
 EW1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4610 ***********************************************************************
 EW4610  DESIGNATION -  37 8
 EW4610  PID         -  EW4610
 EW4610  STATE/COUNTY-  CA/VENTURA
 EW4610  USGS QUAD   -  MOORPARK (1974)
 EW4610
 EW4610                         *CURRENT SURVEY CONTROL
 EW4610  ___________________________________________________________________
 EW4610* NAD 83(1986)-  34 17 08.     (N)    118 52 52.     (W)     SCALED    
 EW4610* NAVD 88     -       156.748  (meters)     514.26   (feet)  ADJUSTED  
 EW4610  ___________________________________________________________________
 EW4610  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW4610  DYNAMIC HT  -         156.582 (meters)     513.72  (feet)  COMP
 EW4610  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 EW4610
 EW4610  VERT ORDER  -  FIRST     CLASS I
 EW4610
 EW4610.The horizontal coordinates were scaled from a topographic map and have
 EW4610.an estimated accuracy of +/- 6 seconds.
 EW4610
 EW4610.The orthometric height was determined by differential leveling
 EW4610.and adjusted in June 1995.
 EW4610.WARNING-Repeat measurements at this control monument indicate possible
 EW4610.vertical movement.
 EW4610
 EW4610.The geoid height was determined by GEOID03.
 EW4610
 EW4610.The dynamic height is computed by dividing the NAVD 88
 EW4610.geopotential number by the normal gravity value computed on the
 EW4610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4610.degrees latitude (g = 980.6199 gals.).
 EW4610
 EW4610.The modeled gravity was interpolated from observed gravity values.
 EW4610
 EW4610;                    North         East    Units  Estimated Accuracy
 EW4610;SPC CA 5     -   587,490.    1,918,880.      MT  (+/- 180 meters Scaled)
 EW4610
 EW4610                          SUPERSEDED SURVEY CONTROL
 EW4610
 EW4610  NAVD 88 (06/15/91)  156.754  (m)          514.28   (f) UNKNOWN     1 1
 EW4610  NGVD 29 (??/??/92)  155.951  (m)          511.65   (f) ADJ UNCH    1 1
 EW4610
 EW4610.Superseded values are not recommended for survey control.
 EW4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4610.See file dsdata.txt to determine how the superseded data were derived.
 EW4610
 EW4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT268954(NAD 83)
 EW4610_MARKER: DB = BENCH MARK DISK
 EW4610_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4610_SP_SET: CURB
 EW4610_STAMPING: 37-8 1965
 EW4610_MARK LOGO: CA-111
 EW4610_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4610+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 EW4610
 EW4610  HISTORY     - Date     Condition        Report By
 EW4610  HISTORY     - 1965     MONUMENTED       CA-111
 EW4610  HISTORY     - 1978     GOOD             NGS
 EW4610  HISTORY     - 19890505 GOOD             NGS
 EW4610  HISTORY     - 19940615 GOOD             NGS
 EW4610  HISTORY     - 19960106 GOOD             USPSQD
 EW4610  HISTORY     - 20040209 GOOD             GEOCAC
 EW4610
 EW4610                          STATION DESCRIPTION
 EW4610
 EW4610'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4610'AT MOORPARK.
 EW4610'AT THE NW CORNER OF HIGH STREET AND WALNUT STREET.  23.5 FT N
 EW4610'FROM THE CENTER OF HIGH STREET AND 48 FT W FROM THE CENTER OF
 EW4610'WALNUT STREET, IN A CONCRETE CURB IN FRONT OF THE FIRST NATIONAL
 EW4610'BANK BUILDING.  A BRASS CAP MONUMENT SET IN A CONCRETE CURB,
 EW4610'FLUSH.
 EW4610
 EW4610                          STATION RECOVERY (1978)
 EW4610
 EW4610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4610'RECOVERED IN GOOD CONDITION.
 EW4610
 EW4610                          STATION RECOVERY (1989)
 EW4610
 EW4610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4610'IN MOORPARK, AT THE INTERSECTION OF HIGH STREET AND WALNUT STREET, IN
 EW4610'TOP OF A CONCRETE CURB.  13.7 M (44.9 FT) WEST OF THE CENTER OF
 EW4610'WALNUT STREET, 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF HIGH STREET
 EW4610'AND 0.2 M (0.7 FT) ABOVE THE HIGH STREET SURFACE.
 EW4610
 EW4610                          STATION RECOVERY (1994)
 EW4610
 EW4610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4610'IN MOORPARK, AT THE INTERSECTION OF WALNUT AND HIGH STREETS, IN THE
 EW4610'NORTH CURB OF HIGH STREET, 14.3 M (46.9 FT) WEST OF THE CENTER OF
 EW4610'WALNUT STREET, 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF HIGH STREET,
 EW4610'AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE STREETS.
 EW4610
 EW4610                          STATION RECOVERY (1996)
 EW4610
 EW4610'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4610'RECOVERED IN GOOD CONDITION.
 EW4610
 EW4610                          STATION RECOVERY (2004)
 EW4610
 EW4610'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4610'STAMPING ON THE DISK IS VERY WORN AND NOT EASILY READABLE.  THERE IS A
 EW4610'DOT OF YELLOW PAINT ON IT, COVERING ABOUT A QUARTER OF THE SURFACE.
 EW4610'THE BANK BUILDING IS NOW A NIGHTCLUB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0888 ***********************************************************************
 DX0888  DESIGNATION -  37 A
 DX0888  PID         -  DX0888
 DX0888  STATE/COUNTY-  CA/RIVERSIDE
 DX0888  USGS QUAD   -  WHITE WATER (1996)
 DX0888
 DX0888                         *CURRENT SURVEY CONTROL
 DX0888  ___________________________________________________________________
 DX0888* NAD 83(1986)-  33 55 58.     (N)    116 38 32.     (W)     SCALED    
 DX0888* NAVD 88     -       465.66   (+/-2cm)    1527.8    (feet)  VERTCON   
 DX0888  ___________________________________________________________________
 DX0888  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DX0888  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0888
 DX0888.The horizontal coordinates were scaled from a topographic map and have
 DX0888.an estimated accuracy of +/- 6 seconds.
 DX0888
 DX0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0888.The vertical order pertains to the NGVD 29 superseded value.
 DX0888
 DX0888.The geoid height was determined by GEOID03.
 DX0888
 DX0888;                    North         East    Units  Estimated Accuracy
 DX0888;SPC CA 6     -   695,940.    1,963,740.      MT  (+/- 180 meters Scaled)
 DX0888
 DX0888                          SUPERSEDED SURVEY CONTROL
 DX0888
 DX0888  NGVD 29 (??/??/??)  464.859  (m)         1525.12   (f) ADJUSTED    1 2
 DX0888
 DX0888.Superseded values are not recommended for survey control.
 DX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0888.See file dsdata.txt to determine how the superseded data were derived.
 DX0888
 DX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT330547(NAD 83)
 DX0888_MARKER: DD = SURVEY DISK
 DX0888_SETTING: 80 = SET IN A BOULDER
 DX0888_SP_SET: BOULDER
 DX0888_STAMPING: 37 A 1931
 DX0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0888+STABILITY: SURFACE MOTION
 DX0888
 DX0888  HISTORY     - Date     Condition        Report By
 DX0888  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0888  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0888
 DX0888                          STATION DESCRIPTION
 DX0888
 DX0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0888'0.8 MI N FROM WHITEWATER.
 DX0888'ABOUT 0.2 MILE WEST ALONG THE OLD PORTION OF U.S. HIGHWAY 99
 DX0888'FROM THE POST OFFICE AT WHITEWATER, THENCE 0.6 MILE NORTH ALONG
 DX0888'THE WHITEWATER CANYON ROAD, 15 FEET NORTH OF A DIM ROAD LEADING
 DX0888'NORTH ALONG A SMALL RIDGE AND IN THE TOP OF A GRANITE BOULDER.
 DX0888'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED TO
 DX0888'HAVE BEEN DESTROYED DURING REPAIR OF THE AQUEDUCT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9073 ***********************************************************************
 JT9073  DESIGNATION -  37 A
 JT9073  PID         -  JT9073
 JT9073  STATE/COUNTY-  CA/NAPA
 JT9073  USGS QUAD   -  NAPA (1980)
 JT9073
 JT9073                         *CURRENT SURVEY CONTROL
 JT9073  ___________________________________________________________________
 JT9073* NAD 83(1986)-  38 18 06.     (N)    122 17 16.     (W)     SCALED    
 JT9073* NAVD 88     -         6.32   (+/-2cm)      20.7    (feet)  VERTCON   
 JT9073  ___________________________________________________________________
 JT9073  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9073  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9073
 JT9073.The horizontal coordinates were scaled from a topographic map and have
 JT9073.an estimated accuracy of +/- 6 seconds.
 JT9073
 JT9073.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9073.The vertical order pertains to the NGVD 29 superseded value.
 JT9073
 JT9073.The geoid height was determined by GEOID03.
 JT9073
 JT9073;                    North         East    Units  Estimated Accuracy
 JT9073;SPC CA 2     -   570,530.    1,974,830.      MT  (+/- 180 meters Scaled)
 JT9073
 JT9073                          SUPERSEDED SURVEY CONTROL
 JT9073
 JT9073  NGVD 29 (??/??/92)    5.54   (m)           18.2    (f) COMPUTED    2 2
 JT9073
 JT9073.Superseded values are not recommended for survey control.
 JT9073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9073.See file dsdata.txt to determine how the superseded data were derived.
 JT9073
 JT9073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622395(NAD 83)
 JT9073_MARKER: DD = SURVEY DISK
 JT9073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9073_SP_SET: CONCRETE POST
 JT9073_MARK LOGO: CA2330
 JT9073_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9073+STABILITY: SURFACE MOTION
 JT9073
 JT9073  HISTORY     - Date     Condition        Report By
 JT9073  HISTORY     - 1971     MONUMENTED       CA2330
 JT9073
 JT9073                          STATION DESCRIPTION
 JT9073
 JT9073'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9073'AT MAIN AND CLINTON STREETS, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A
 JT9073'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3560 ***********************************************************************
 HS3560  DESIGNATION -  37 A CO
 HS3560  PID         -  HS3560
 HS3560  STATE/COUNTY-  CA/ALAMEDA
 HS3560  USGS QUAD   -  NILES (1980)
 HS3560
 HS3560                         *CURRENT SURVEY CONTROL
 HS3560  ___________________________________________________________________
 HS3560* NAD 83(1986)-  37 33 52.     (N)    121 58 59.     (W)     SCALED    
 HS3560* NAVD 88     -        20.38   (+/-2cm)      66.9    (feet)  VERTCON   
 HS3560  ___________________________________________________________________
 HS3560  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HS3560  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3560
 HS3560.The horizontal coordinates were scaled from a topographic map and have
 HS3560.an estimated accuracy of +/- 6 seconds.
 HS3560
 HS3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3560.The vertical order pertains to the NGVD 29 superseded value.
 HS3560
 HS3560.The geoid height was determined by GEOID03.
 HS3560
 HS3560;                    North         East    Units  Estimated Accuracy
 HS3560;SPC CA 3     -   619,170.    1,868,990.      MT  (+/- 180 meters Scaled)
 HS3560
 HS3560                          SUPERSEDED SURVEY CONTROL
 HS3560
 HS3560  NGVD 29 (??/??/92)   19.541  (m)           64.11   (f) ADJ UNCH    1 2
 HS3560
 HS3560.Superseded values are not recommended for survey control.
 HS3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3560.See file dsdata.txt to determine how the superseded data were derived.
 HS3560
 HS3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG898579(NAD 83)
 HS3560_MARKER: DD = SURVEY DISK
 HS3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3560_STAMPING: 37 37
 HS3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3560+STABILITY: SURFACE MOTION
 HS3560
 HS3560  HISTORY     - Date     Condition        Report By
 HS3560  HISTORY     - UNK      MONUMENTED       CA-001
 HS3560  HISTORY     - 1954     GOOD             NGS
 HS3560  HISTORY     - 1960     GOOD             NGS
 HS3560
 HS3560                          STATION DESCRIPTION
 HS3560
 HS3560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HS3560'1.5 MI E FROM CENTERVILLE.
 HS3560'1.4 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 HS3560'THE STATION AT CENTERVILLE, THENCE 0.15 MILE SOUTH ALONG SHINN
 HS3560'STREET, AT THE T JUNCTION OF FREMONT AVENUE, 192.3 FEET NORTH
 HS3560'OF THE CENTER LINE OF THE AVENUE, 22.2 FEET WEST OF THE CENTER
 HS3560'LINE OF THE STREET, 1.1 FEET NORTH OF A 3- BY 8-INCH WOODEN POST
 HS3560'(PAINTED WHITE AND STENCILED BM), ABOUT 1/2 FOOT LOWER THAN THE
 HS3560'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 HS3560'ABOVE THE GROUND.
 HS3560
 HS3560                          STATION RECOVERY (1960)
 HS3560
 HS3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HS3560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0894 ***********************************************************************
 DX0894  DESIGNATION -  37 B
 DX0894  PID         -  DX0894
 DX0894  STATE/COUNTY-  CA/RIVERSIDE
 DX0894  USGS QUAD   -  WHITE WATER (1996)
 DX0894
 DX0894                         *CURRENT SURVEY CONTROL
 DX0894  ___________________________________________________________________
 DX0894* NAD 83(1986)-  33 56 10.     (N)    116 38 30.     (W)     SCALED    
 DX0894* NAVD 88     -       474.08   (+/-2cm)    1555.4    (feet)  VERTCON   
 DX0894  ___________________________________________________________________
 DX0894  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DX0894  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0894
 DX0894.The horizontal coordinates were scaled from a topographic map and have
 DX0894.an estimated accuracy of +/- 6 seconds.
 DX0894
 DX0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0894.The vertical order pertains to the NGVD 29 superseded value.
 DX0894
 DX0894.The geoid height was determined by GEOID03.
 DX0894
 DX0894;                    North         East    Units  Estimated Accuracy
 DX0894;SPC CA 6     -   696,310.    1,963,790.      MT  (+/- 180 meters Scaled)
 DX0894
 DX0894                          SUPERSEDED SURVEY CONTROL
 DX0894
 DX0894  NGVD 29 (??/??/??)  473.277  (m)         1552.74   (f) ADJUSTED    1 2
 DX0894
 DX0894.Superseded values are not recommended for survey control.
 DX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0894.See file dsdata.txt to determine how the superseded data were derived.
 DX0894
 DX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT331551(NAD 83)
 DX0894_MARKER: DB = BENCH MARK DISK
 DX0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0894_SP_SET: CONCRETE POST
 DX0894_STAMPING: 37 B 1931
 DX0894_MARK LOGO: MWDSC 
 DX0894_PROJECTION: PROJECTING 12 CENTIMETERS
 DX0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0894+STABILITY: SURFACE MOTION
 DX0894
 DX0894  HISTORY     - Date     Condition        Report By
 DX0894  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0894  HISTORY     - 1960     GOOD             NGS
 DX0894  HISTORY     - 1986     GOOD             NGS
 DX0894  HISTORY     - 1987     GOOD             USPSQD
 DX0894  HISTORY     - 1989     GOOD             USPSQD
 DX0894  HISTORY     - 1990     GOOD             USPSQD
 DX0894
 DX0894                          STATION DESCRIPTION
 DX0894
 DX0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0894'1.2 MI N FROM WHITEWATER.
 DX0894'ABOUT 0.2 MILE WEST ALONG THE OLD PORTION OF U.S. HIGHWAY 99
 DX0894'FROM THE POST OFFICE AT WHITEWATER, THENCE 1.0 MILE NORTH ALONG
 DX0894'THE WHITEWATER CANYON ROAD, 0.1 MILE NORTH OF THE AQUEDUCT
 DX0894'TUNNEL, 120 FEET WEST OF THE CENTERLINE OF THE ROAD, 150 FEET
 DX0894'NORTH OF A POWER POLE AND SET IN THE TOP OF A CONCRETE POST
 DX0894'PROJECTING ABOUT 6 INCHES.
 DX0894
 DX0894                          STATION RECOVERY (1986)
 DX0894
 DX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0894'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0894'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0894'SPRINGS, THENCE 5.0 KM (3.1 MI) SOUTH ALONG STATE HIGHWAY 62, THENCE
 DX0894'4.0 KM (2.5 MI) WEST ALONG I-10, THENCE 0.28 KM (0.17 MI) NORTHEAST
 DX0894'ALONG WHITEWATER FRONTAGE ROAD, THENCE 1.44 KM (0.89 MI) NORTH ALONG
 DX0894'WHITEWATER CANYON ROAD, 39.3 METERS (129 FT) WEST OF THE CENTER OF
 DX0894'THE ROAD AND 30.5 METERS (100 FT) NORTHEAST OF A TELEPHONE POLE.
 DX0894'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DX0894'THE MARK IS 3.0 M ABOVE THE ROAD.
 DX0894
 DX0894                          STATION RECOVERY (1987)
 DX0894
 DX0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 DX0894'RECOVERED IN GOOD CONDITION.
 DX0894
 DX0894                          STATION RECOVERY (1989)
 DX0894
 DX0894'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0894'RECOVERED IN GOOD CONDITION.
 DX0894
 DX0894                          STATION RECOVERY (1990)
 DX0894
 DX0894'RECOVERY NOTE BY US POWER SQUADRON 1990 (EEM)
 DX0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0738 ***********************************************************************
 HR0738  DESIGNATION -  37 B
 HR0738  PID         -  HR0738
 HR0738  STATE/COUNTY-  CA/MARIPOSA
 HR0738  USGS QUAD   -  WAWONA (1992)
 HR0738
 HR0738                         *CURRENT SURVEY CONTROL
 HR0738  ___________________________________________________________________
 HR0738* NAD 83(1986)-  37 36 55.     (N)    119 41 17.     (W)     SCALED    
 HR0738* NAVD 88     -      1677.82   (+/-2cm)    5504.6    (feet)  VERTCON   
 HR0738  ___________________________________________________________________
 HR0738  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 HR0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0738
 HR0738.The horizontal coordinates were scaled from a topographic map and have
 HR0738.an estimated accuracy of +/- 6 seconds.
 HR0738
 HR0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0738.The vertical order pertains to the NGVD 29 superseded value.
 HR0738
 HR0738.The geoid height was determined by GEOID03.
 HR0738
 HR0738;                    North         East    Units  Estimated Accuracy
 HR0738;SPC CA 3     -   624,090.    2,071,680.      MT  (+/- 180 meters Scaled)
 HR0738
 HR0738                          SUPERSEDED SURVEY CONTROL
 HR0738
 HR0738  NGVD 29 (??/??/92) 1676.782  (m)         5501.24   (f) ADJ UNCH    2 0
 HR0738
 HR0738.Superseded values are not recommended for survey control.
 HR0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0738.See file dsdata.txt to determine how the superseded data were derived.
 HR0738
 HR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB627665(NAD 83)
 HR0738_MARKER: DD = SURVEY DISK
 HR0738_SETTING: 80 = SET IN A BOULDER
 HR0738_SP_SET: BOULDER
 HR0738_STAMPING: 5501 37 B 1934
 HR0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0738+STABILITY: SURFACE MOTION
 HR0738
 HR0738  HISTORY     - Date     Condition        Report By
 HR0738  HISTORY     - 1934     MONUMENTED       USGS
 HR0738  HISTORY     - 1943     GOOD             NGS
 HR0738  HISTORY     - 20041022 GOOD             GEOCAC
 HR0738
 HR0738                          STATION DESCRIPTION
 HR0738
 HR0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0738'8.3 MI N FROM WAWONA.
 HR0738'8.3 MILES NORTH ALONG THE YOSEMITE VALLEY ROAD FROM THE POST
 HR0738'OFFICE AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0738'ABOUT 500 FEET WEST OF THE BISHOP CREEK CROSSING, 200 FEET
 HR0738'NORTH OF THE CREEK, 70 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HR0738'ROAD, IN THE TOP OF A VERY LARGE GRANITE BOULDER, AND 60 FEET
 HR0738'FROM A WHITE WOODEN WITNESS POST ON THE SHOULDER OF THE ROAD.
 HR0738'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5501
 HR0738'37 B 1934.
 HR0738
 HR0738                          STATION RECOVERY (2004)
 HR0738
 HR0738'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9074 ***********************************************************************
 JT9074  DESIGNATION -  37 B
 JT9074  PID         -  JT9074
 JT9074  STATE/COUNTY-  CA/NAPA
 JT9074  USGS QUAD   -  NAPA (1980)
 JT9074
 JT9074                         *CURRENT SURVEY CONTROL
 JT9074  ___________________________________________________________________
 JT9074* NAD 83(1986)-  38 18 12.     (N)    122 17 22.     (W)     SCALED    
 JT9074* NAVD 88     -         6.57   (+/-2cm)      21.6    (feet)  VERTCON   
 JT9074  ___________________________________________________________________
 JT9074  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9074  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9074
 JT9074.The horizontal coordinates were scaled from a topographic map and have
 JT9074.an estimated accuracy of +/- 6 seconds.
 JT9074
 JT9074.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9074.The vertical order pertains to the NGVD 29 superseded value.
 JT9074
 JT9074.The geoid height was determined by GEOID03.
 JT9074
 JT9074;                    North         East    Units  Estimated Accuracy
 JT9074;SPC CA 2     -   570,720.    1,974,680.      MT  (+/- 180 meters Scaled)
 JT9074
 JT9074                          SUPERSEDED SURVEY CONTROL
 JT9074
 JT9074  NGVD 29 (??/??/92)    5.78   (m)           19.0    (f) COMPUTED    2 2
 JT9074
 JT9074.Superseded values are not recommended for survey control.
 JT9074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9074.See file dsdata.txt to determine how the superseded data were derived.
 JT9074
 JT9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621397(NAD 83)
 JT9074_MARKER: DD = SURVEY DISK
 JT9074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9074_SP_SET: CONCRETE POST
 JT9074_MARK LOGO: CA2330
 JT9074_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9074+STABILITY: SURFACE MOTION
 JT9074
 JT9074  HISTORY     - Date     Condition        Report By
 JT9074  HISTORY     - 1971     MONUMENTED       CA2330
 JT9074
 JT9074                          STATION DESCRIPTION
 JT9074
 JT9074'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9074'AT MAIN AND VALLEJO, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A WELL TYPE
 JT9074'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0190 ***********************************************************************
 MX0190  DESIGNATION -  37 C
 MX0190  PID         -  MX0190
 MX0190  STATE/COUNTY-  CA/SISKIYOU
 MX0190  USGS QUAD   -  MC CLOUD (1986)
 MX0190
 MX0190                         *CURRENT SURVEY CONTROL
 MX0190  ___________________________________________________________________
 MX0190* NAD 83(1986)-  41 15 15.     (N)    122 08 23.     (W)     SCALED    
 MX0190* NAVD 88     -       992.993  (meters)    3257.84   (feet)  ADJUSTED  
 MX0190  ___________________________________________________________________
 MX0190  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 MX0190  DYNAMIC HT  -         992.368 (meters)    3255.79  (feet)  COMP
 MX0190  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 MX0190
 MX0190  VERT ORDER  -  SECOND    CLASS 0
 MX0190
 MX0190.The horizontal coordinates were scaled from a topographic map and have
 MX0190.an estimated accuracy of +/- 6 seconds.
 MX0190
 MX0190.The orthometric height was determined by differential leveling
 MX0190.and adjusted in June 1991.
 MX0190
 MX0190.The geoid height was determined by GEOID03.
 MX0190
 MX0190.The dynamic height is computed by dividing the NAVD 88
 MX0190.geopotential number by the normal gravity value computed on the
 MX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0190.degrees latitude (g = 980.6199 gals.).
 MX0190
 MX0190.The modeled gravity was interpolated from observed gravity values.
 MX0190
 MX0190;                    North         East    Units  Estimated Accuracy
 MX0190;SPC CA 1     -   713,300.    1,988,290.      MT  (+/- 180 meters Scaled)
 MX0190
 MX0190                          SUPERSEDED SURVEY CONTROL
 MX0190
 MX0190  NGVD 29 (??/??/??)  991.933  (m)         3254.37   (f) ADJUSTED    2 0
 MX0190
 MX0190.Superseded values are not recommended for survey control.
 MX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0190.See file dsdata.txt to determine how the superseded data were derived.
 MX0190
 MX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL720673(NAD 83)
 MX0190_MARKER: DD = SURVEY DISK
 MX0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0190_SP_SET: STEP
 MX0190_STAMPING: 37 C 1931
 MX0190_MARK LOGO: USGS  
 MX0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0190
 MX0190  HISTORY     - Date     Condition        Report By
 MX0190  HISTORY     - 1931     MONUMENTED       USGS
 MX0190  HISTORY     - 1936     GOOD             CGS
 MX0190
 MX0190                          STATION DESCRIPTION
 MX0190
 MX0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MX0190'AT MC CLOUD.
 MX0190'AT MC CLOUD, SISKIYOU COUNTY, AT THE EAST ENTRANCE TO THE
 MX0190'MC CLOUD RIVER RAILROAD STATION, AND IN THE TOP OF THE SECOND
 MX0190'CONCRETE STEP ABOVE THE LEVEL OF THE GROUND.  A UNITED STATES
 MX0190'GEOLOGICAL SURVEY STANDARD DISK, STAMPED---37 C 1931---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9075 ***********************************************************************
 JT9075  DESIGNATION -  37 C
 JT9075  PID         -  JT9075
 JT9075  STATE/COUNTY-  CA/NAPA
 JT9075  USGS QUAD   -  NAPA (1980)
 JT9075
 JT9075                         *CURRENT SURVEY CONTROL
 JT9075  ___________________________________________________________________
 JT9075* NAD 83(1986)-  38 18 24.     (N)    122 17 28.     (W)     SCALED    
 JT9075* NAVD 88     -         9.11   (+/-2cm)      29.9    (feet)  VERTCON   
 JT9075  ___________________________________________________________________
 JT9075  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9075  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9075
 JT9075.The horizontal coordinates were scaled from a topographic map and have
 JT9075.an estimated accuracy of +/- 6 seconds.
 JT9075
 JT9075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9075.The vertical order pertains to the NGVD 29 superseded value.
 JT9075
 JT9075.The geoid height was determined by GEOID03.
 JT9075
 JT9075;                    North         East    Units  Estimated Accuracy
 JT9075;SPC CA 2     -   571,090.    1,974,540.      MT  (+/- 180 meters Scaled)
 JT9075
 JT9075                          SUPERSEDED SURVEY CONTROL
 JT9075
 JT9075  NGVD 29 (??/??/92)    8.33   (m)           27.3    (f) COMPUTED    2 2
 JT9075
 JT9075.Superseded values are not recommended for survey control.
 JT9075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9075.See file dsdata.txt to determine how the superseded data were derived.
 JT9075
 JT9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619400(NAD 83)
 JT9075_MARKER: DD = SURVEY DISK
 JT9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9075_SP_SET: CONCRETE POST
 JT9075_MARK LOGO: CA2330
 JT9075_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9075+STABILITY: SURFACE MOTION
 JT9075
 JT9075  HISTORY     - Date     Condition        Report By
 JT9075  HISTORY     - 1971     MONUMENTED       CA2330
 JT9075
 JT9075                          STATION DESCRIPTION
 JT9075
 JT9075'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9075'AT MAIN AND JACKSON STREETS, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A
 JT9075'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0375 ***********************************************************************
 DY0375  DESIGNATION -  37 C OF LB
 DY0375  PID         -  DY0375
 DY0375  STATE/COUNTY-  CA/LOS ANGELES
 DY0375  USGS QUAD   -  LONG BEACH (1981)
 DY0375
 DY0375                         *CURRENT SURVEY CONTROL
 DY0375  ___________________________________________________________________
 DY0375* NAD 83(1986)-  33 45 37.     (N)    118 08 49.     (W)     SCALED    
 DY0375* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 DY0375  ___________________________________________________________________
 DY0375  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0375  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0375
 DY0375.The horizontal coordinates were scaled from a topographic map and have
 DY0375.an estimated accuracy of +/- 6 seconds.
 DY0375
 DY0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0375.The vertical order pertains to the NGVD 29 superseded value.
 DY0375
 DY0375.The geoid height was determined by GEOID03.
 DY0375
 DY0375;                    North         East    Units  Estimated Accuracy
 DY0375;SPC CA 5     -   528,880.    1,986,390.      MT  (+/- 180 meters Scaled)
 DY0375
 DY0375                          SUPERSEDED SURVEY CONTROL
 DY0375
 DY0375  NGVD 29 (??/??/92)    3.996  (m)           13.11   (f) ADJ UNCH    1 2
 DY0375
 DY0375.Superseded values are not recommended for survey control.
 DY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0375.See file dsdata.txt to determine how the superseded data were derived.
 DY0375
 DY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT937361(NAD 83)
 DY0375_MARKER: DD = SURVEY DISK
 DY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0375_STAMPING: B M NO 37
 DY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0375+STABILITY: SURFACE MOTION
 DY0375
 DY0375  HISTORY     - Date     Condition        Report By
 DY0375  HISTORY     - UNK      MONUMENTED       CA1970
 DY0375  HISTORY     - 1954     GOOD             NGS
 DY0375  HISTORY     - 1964     GOOD             NGS
 DY0375  HISTORY     - 20061111 GOOD             GEOCAC
 DY0375
 DY0375                          STATION DESCRIPTION
 DY0375
 DY0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0375'AT LONG BEACH.
 DY0375'AT LONG BEACH, 2.5 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0375'JUNCTION OF AMERICAN AVENUE, AT THE INTERSECTION OF TERMINO
 DY0375'AVENUE, IN A LAWN BETWEEN THE SIDEWALK AND THE EAST CURB OF THE
 DY0375'AVENUE, 83 1/2 FEET EAST OF THE SOUTHEAST END OF A TRAFFIC
 DY0375'ISLAND WHICH SEPARATES THE EAST AND WEST BOUND BOULEVARD TRAFFIC,
 DY0375'7.4 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, 4.7 FEET NORTH
 DY0375'OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 1.2 FEET EAST OF THE
 DY0375'EAST CURB OF THE AVENUE, 1.0 FOOT UNDERGROUND, AND SET IN THE
 DY0375'TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A 5-INCH
 DY0375'PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0375
 DY0375                          STATION RECOVERY (1964)
 DY0375
 DY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0375'RECOVERED IN GOOD CONDITION.
 DY0375
 DY0375                          STATION RECOVERY (2006)
 DY0375
 DY0375'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0375'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  AMERICAN
 DY0375'AVENUE IS NOW LONG BEACH BLVD.
 DY0375'THE AREA AROUND THE COVER OVER THE MARK IS NOW CONCRETE AND NOT LAWN.
 DY0375'THE COVER IS MARKED ONLY LB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0123 ***********************************************************************
 HT0123  DESIGNATION -  37 CC CO
 HT0123  PID         -  HT0123
 HT0123  STATE/COUNTY-  CA/CONTRA COSTA
 HT0123  USGS QUAD   -  WALNUT CREEK (1995)
 HT0123
 HT0123                         *CURRENT SURVEY CONTROL
 HT0123  ___________________________________________________________________
 HT0123* NAD 83(1986)-  37 58 17.     (N)    122 04 03.     (W)     SCALED    
 HT0123* NAVD 88     -         9.12   (+/-2cm)      29.9    (feet)  VERTCON   
 HT0123  ___________________________________________________________________
 HT0123  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0123  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0123
 HT0123.The horizontal coordinates were scaled from a topographic map and have
 HT0123.an estimated accuracy of +/- 6 seconds.
 HT0123
 HT0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0123.The vertical order pertains to the NGVD 29 superseded value.
 HT0123
 HT0123.The geoid height was determined by GEOID03.
 HT0123
 HT0123;                    North         East    Units  Estimated Accuracy
 HT0123;SPC CA 3     -   664,450.    1,862,280.      MT  (+/- 180 meters Scaled)
 HT0123
 HT0123                          SUPERSEDED SURVEY CONTROL
 HT0123
 HT0123  NGVD 29 (??/??/92)    8.313  (m)           27.27   (f) ADJ UNCH    1 2
 HT0123
 HT0123.Superseded values are not recommended for survey control.
 HT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0123.See file dsdata.txt to determine how the superseded data were derived.
 HT0123
 HT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH819030(NAD 83)
 HT0123_MARKER: DD = SURVEY DISK
 HT0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0123_SP_SET: SIDEWALK
 HT0123_STAMPING: 37
 HT0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0123+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 HT0123
 HT0123  HISTORY     - Date     Condition        Report By
 HT0123  HISTORY     - UNK      MONUMENTED       CA-013
 HT0123  HISTORY     - 1958     GOOD             NGS
 HT0123  HISTORY     - 20060130 GOOD             GEOCAC
 HT0123
 HT0123                          STATION DESCRIPTION
 HT0123
 HT0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0123'1 MI S FROM PACHECO.
 HT0123'0.8 MILE SOUTH ALONG STATE HIGHWAY 21 FROM THE TOWN HALL AT
 HT0123'PACHECO, THENCE 0.2 MILE WEST ALONG GOLF CLUB ROAD, AT A CONCRETE
 HT0123'BRIDGE OVER GRAYSON CREEK, IN THE TOP OF THE EAST END OF THE
 HT0123'NORTH CONCRETE SIDEWALK, 16 FEET NORTH OF THE CENTER LINE OF THE
 HT0123'ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 HT0123
 HT0123                          STATION RECOVERY (2006)
 HT0123
 HT0123'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HT0123'RECOVERED IN GOOD CONDITION AT N 37  58.297 W 122  03.982 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3504 ***********************************************************************
 EV3504  DESIGNATION -  37 DOR
 EV3504  PID         -  EV3504
 EV3504  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3504  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3504
 EV3504                         *CURRENT SURVEY CONTROL
 EV3504  ___________________________________________________________________
 EV3504* NAD 83(1986)-  34 08 07.     (N)    116 20 09.     (W)     SCALED    
 EV3504* NAVD 88     -       887.763  (meters)    2912.60   (feet)  READJUSTED
 EV3504  ___________________________________________________________________
 EV3504  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EV3504  DYNAMIC HT  -         886.660 (meters)    2908.98  (feet)  COMP
 EV3504  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 EV3504
 EV3504  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3504
 EV3504.The horizontal coordinates were scaled from a topographic map and have
 EV3504.an estimated accuracy of +/- 6 seconds.
 EV3504
 EV3504.The orthometric height was determined by differential leveling
 EV3504.and adjusted in February 1993.
 EV3504.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3504.distribution rate of 0.0 thru 1.0 mm/km.
 EV3504.The height was derived from older observations constrained to new
 EV3504.heights in a crustal motion area.  The height is approximate in
 EV3504.relation to other heights in its vicinity.
 EV3504
 EV3504.The geoid height was determined by GEOID03.
 EV3504
 EV3504.The dynamic height is computed by dividing the NAVD 88
 EV3504.geopotential number by the normal gravity value computed on the
 EV3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3504.degrees latitude (g = 980.6199 gals.).
 EV3504
 EV3504.The modeled gravity was interpolated from observed gravity values.
 EV3504
 EV3504;                    North         East    Units  Estimated Accuracy
 EV3504;SPC CA 5     -   571,740.    2,153,490.      MT  (+/- 180 meters Scaled)
 EV3504
 EV3504                          SUPERSEDED SURVEY CONTROL
 EV3504
 EV3504  NGVD 29 (??/??/92)  886.954  (m)         2909.95   (f) ADJ UNCH    1 1
 EV3504
 EV3504.Superseded values are not recommended for survey control.
 EV3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3504.See file dsdata.txt to determine how the superseded data were derived.
 EV3504
 EV3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT612773(NAD 83)
 EV3504_MARKER: DD = SURVEY DISK
 EV3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3504_SP_SET: CONCRETE POST
 EV3504_STAMPING: 2910 37 DOR 1972
 EV3504_PROJECTION: PROJECTING 3 CENTIMETERS
 EV3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3504+STABILITY: SURFACE MOTION
 EV3504
 EV3504  HISTORY     - Date     Condition        Report By
 EV3504  HISTORY     - 1972     MONUMENTED       USGS
 EV3504  HISTORY     - 1976     GOOD             NGS
 EV3504  HISTORY     - 1978     GOOD             NGS
 EV3504
 EV3504                          STATION DESCRIPTION
 EV3504
 EV3504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3504'6.65 MI EAST FROM YUCCA VALLEY.
 EV3504'6.65 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3504'VALLEY, AT THE T JUNCTION OF HIGHWAY 62 AND TORRES AVENUE, 51 FT.
 EV3504'NORTH NORTHWEST OF THE CENTER OF THE T JUNCTION, 47 FT. NORTH OF THE
 EV3504'CENTER LINE OF THE HIGHWAY, 10.5 FT. WEST OF POWER POLE 1685957E.
 EV3504'THE MARK IS 1 FT  E FROM A WITNESS POST.
 EV3504'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV3504
 EV3504                          STATION RECOVERY (1978)
 EV3504
 EV3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2524 ***********************************************************************
 HS2524  DESIGNATION -  37 DWR
 HS2524  PID         -  HS2524
 HS2524  STATE/COUNTY-  CA/STANISLAUS
 HS2524  USGS QUAD   -  PATTERSON (1978)
 HS2524
 HS2524                         *CURRENT SURVEY CONTROL
 HS2524  ___________________________________________________________________
 HS2524* NAD 83(1986)-  37 27 47.     (N)    121 10 59.     (W)     SCALED    
 HS2524* NAVD 88     -        76.49   (+/-2cm)     251.0    (feet)  VERTCON   
 HS2524  ___________________________________________________________________
 HS2524  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HS2524  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2524
 HS2524.The horizontal coordinates were scaled from a topographic map and have
 HS2524.an estimated accuracy of +/- 6 seconds.
 HS2524
 HS2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2524.The vertical order pertains to the NGVD 29 superseded value.
 HS2524
 HS2524.The geoid height was determined by GEOID03.
 HS2524
 HS2524;                    North         East    Units  Estimated Accuracy
 HS2524;SPC CA 3     -   607,100.    1,939,580.      MT  (+/- 180 meters Scaled)
 HS2524
 HS2524                          SUPERSEDED SURVEY CONTROL
 HS2524
 HS2524  NGVD 29 (??/??/??)   75.726  (m)          248.44   (f) ADJUSTED    1 1
 HS2524
 HS2524.Superseded values are not recommended for survey control.
 HS2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2524.See file dsdata.txt to determine how the superseded data were derived.
 HS2524
 HS2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG606477(NAD 83)
 HS2524_MARKER: P = PIPE CAP
 HS2524_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2524_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2524_STAMPING: 37
 HS2524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2524
 HS2524  HISTORY     - Date     Condition        Report By
 HS2524  HISTORY     - UNK      MONUMENTED       CADWR
 HS2524  HISTORY     - 1967     GOOD             NGS
 HS2524  HISTORY     - 1974     GOOD             NGS
 HS2524
 HS2524                          STATION DESCRIPTION
 HS2524
 HS2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2524'3.9 MI S FROM PATTERSON.
 HS2524'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2524'FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG
 HS2524'SPERRY AVENUE, THENCE 0.25 MILE WEST ALONG DEL PUERTO CANYON ROAD,
 HS2524'0.4 MILE EAST OF BENCH MARK M 932, 0.25 MILE WEST OF BENCH MARK
 HS2524'MI. 39.6 (DWR), AT THE JUNCTION OF A ROAD SOUTH TO A WINDMILL,
 HS2524'42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET EAST OF THE
 HS2524'CENTER LINE OF THE ROAD SOUTH, 30 1/2 FEET EAST OF THE EAST END OF
 HS2524'A GATE, 4 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, 3.2 FEET
 HS2524'SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 HS2524'AND RIVETED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.3
 HS2524'FOOT ABOVE THE GROUND.
 HS2524
 HS2524                          STATION RECOVERY (1974)
 HS2524
 HS2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0999 ***********************************************************************
 HT0999  DESIGNATION -  37 F C OF O
 HT0999  PID         -  HT0999
 HT0999  STATE/COUNTY-  CA/ALAMEDA
 HT0999  USGS QUAD   -  OAKLAND WEST (1993)
 HT0999
 HT0999                         *CURRENT SURVEY CONTROL
 HT0999  ___________________________________________________________________
 HT0999* NAD 83(1986)-  37 49 35.     (N)    122 15 54.     (W)     SCALED    
 HT0999* NAVD 88     -        22.02   (+/-2cm)      72.2    (feet)  VERTCON   
 HT0999  ___________________________________________________________________
 HT0999  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HT0999  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0999
 HT0999.The horizontal coordinates were scaled from a topographic map and have
 HT0999.an estimated accuracy of +/- 6 seconds.
 HT0999
 HT0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0999.The vertical order pertains to the NGVD 29 superseded value.
 HT0999
 HT0999.The geoid height was determined by GEOID03.
 HT0999
 HT0999;                    North         East    Units  Estimated Accuracy
 HT0999;SPC CA 3     -   648,670.    1,844,630.      MT  (+/- 180 meters Scaled)
 HT0999
 HT0999                          SUPERSEDED SURVEY CONTROL
 HT0999
 HT0999  NGVD 29 (??/??/92)   21.193  (m)           69.53   (f) ADJ UNCH    1 1
 HT0999
 HT0999.Superseded values are not recommended for survey control.
 HT0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0999.See file dsdata.txt to determine how the superseded data were derived.
 HT0999
 HT0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG646868(NAD 83)
 HT0999_MARKER: DD = SURVEY DISK
 HT0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0999_STAMPING: SEC 37 STA F
 HT0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0999+STABILITY: SURFACE MOTION
 HT0999
 HT0999  HISTORY     - Date     Condition        Report By
 HT0999  HISTORY     - UNK      MONUMENTED       NM0030
 HT0999  HISTORY     - 1951     GOOD             NGS
 HT0999  HISTORY     - 1969     GOOD             NGS
 HT0999  HISTORY     - 1989     GOOD             USPSQD
 HT0999
 HT0999                          STATION DESCRIPTION
 HT0999
 HT0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0999'AT OAKLAND.
 HT0999'AT OAKLAND, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 HT0999'MAC ARTHUR BOULEVARD AND TELEGRAPH AVENUE, 16.5 FEET NORTH OF THE
 HT0999'PROLONGATION OF THE NORTH CURB OF THE BOULEVARD, 5.8 FEET EAST OF
 HT0999'THE EAST CURB OF THE AVENUE, 0.9 FOOT BELOW THE SURFACE OF THE
 HT0999'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN
 HT0999'CONCRETE.
 HT0999
 HT0999                          STATION RECOVERY (1969)
 HT0999
 HT0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0999'RECOVERED IN GOOD CONDITION.
 HT0999
 HT0999                          STATION RECOVERY (1989)
 HT0999
 HT0999'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRB)
 HT0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2247 ***********************************************************************
 EV2247  DESIGNATION -  37 FMK
 EV2247  PID         -  EV2247
 EV2247  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2247  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2247
 EV2247                         *CURRENT SURVEY CONTROL
 EV2247  ___________________________________________________________________
 EV2247* NAD 83(1986)-  34 59 33.     (N)    117 32 14.     (W)     SCALED    
 EV2247* NAVD 88     -       754.054  (meters)    2473.93   (feet)  ADJUSTED  
 EV2247  ___________________________________________________________________
 EV2247  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2247  DYNAMIC HT  -         753.205 (meters)    2471.14  (feet)  COMP
 EV2247  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 EV2247
 EV2247  VERT ORDER  -  FIRST     CLASS I
 EV2247
 EV2247.The horizontal coordinates were scaled from a topographic map and have
 EV2247.an estimated accuracy of +/- 6 seconds.
 EV2247
 EV2247.The orthometric height was determined by differential leveling
 EV2247.and adjusted in June 1991.
 EV2247
 EV2247.The geoid height was determined by GEOID03.
 EV2247
 EV2247.The dynamic height is computed by dividing the NAVD 88
 EV2247.geopotential number by the normal gravity value computed on the
 EV2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2247.degrees latitude (g = 980.6199 gals.).
 EV2247
 EV2247.The modeled gravity was interpolated from observed gravity values.
 EV2247
 EV2247;                    North         East    Units  Estimated Accuracy
 EV2247;SPC CA 5     -   665,650.    2,042,250.      MT  (+/- 180 meters Scaled)
 EV2247
 EV2247                          SUPERSEDED SURVEY CONTROL
 EV2247
 EV2247  NGVD 29 (??/??/92)  753.261  (m)         2471.32   (f) ADJ UNCH    1 1
 EV2247
 EV2247.Superseded values are not recommended for survey control.
 EV2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2247.See file dsdata.txt to determine how the superseded data were derived.
 EV2247
 EV2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU509723(NAD 83)
 EV2247_MARKER: DD = SURVEY DISK
 EV2247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2247_SP_SET: CULVERT
 EV2247_STAMPING: 37 FMK 1973
 EV2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2247
 EV2247  HISTORY     - Date     Condition        Report By
 EV2247  HISTORY     - 1973     MONUMENTED       USGS
 EV2247  HISTORY     - 1974     GOOD             NGS
 EV2247  HISTORY     - 1977     GOOD             NGS
 EV2247
 EV2247                          STATION DESCRIPTION
 EV2247
 EV2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2247'6.6 MI E FROM BORON.
 EV2247'6.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2247'FROM THE STATION AT BORON, 0.25 MILE WEST OF THE CROSSING OF
 EV2247'U.S. HIGHWAY 395, IN THE TOP AND 0.5 FOOT WEST OF THE EAST END
 EV2247'OF THE NORTH CONCRETE HEADWALL OF A 40-INCH PIPE CULVERT, 10.1
 EV2247'FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE
 EV2247'TRACK.  SECTION 5, T10N, R6W
 EV2247
 EV2247                          STATION RECOVERY (1977)
 EV2247
 EV2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0836 ***********************************************************************
 JT0836  DESIGNATION -  37 M
 JT0836  PID         -  JT0836
 JT0836  STATE/COUNTY-  CA/SONOMA
 JT0836  USGS QUAD   -  SEBASTOPOL (1980)
 JT0836
 JT0836                         *CURRENT SURVEY CONTROL
 JT0836  ___________________________________________________________________
 JT0836* NAD 83(1986)-  38 24 02.     (N)    122 49 24.     (W)     SCALED    
 JT0836* NAVD 88     -        24.624  (meters)      80.79   (feet)  ADJUSTED  
 JT0836  ___________________________________________________________________
 JT0836  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT0836  DYNAMIC HT  -          24.609 (meters)      80.74  (feet)  COMP
 JT0836  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 JT0836
 JT0836  VERT ORDER  -  FIRST     CLASS II
 JT0836
 JT0836.The horizontal coordinates were scaled from a topographic map and have
 JT0836.an estimated accuracy of +/- 6 seconds.
 JT0836
 JT0836.The orthometric height was determined by differential leveling
 JT0836.and adjusted in June 1991.
 JT0836
 JT0836.The geoid height was determined by GEOID03.
 JT0836
 JT0836.The dynamic height is computed by dividing the NAVD 88
 JT0836.geopotential number by the normal gravity value computed on the
 JT0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0836.degrees latitude (g = 980.6199 gals.).
 JT0836
 JT0836.The modeled gravity was interpolated from observed gravity values.
 JT0836
 JT0836;                    North         East    Units  Estimated Accuracy
 JT0836;SPC CA 2     -   581,790.    1,928,080.      MT  (+/- 180 meters Scaled)
 JT0836
 JT0836                          SUPERSEDED SURVEY CONTROL
 JT0836
 JT0836  NGVD 29 (12/02/92)   23.773  (m)           78.00   (f) ADJUSTED    1 2
 JT0836
 JT0836.Superseded values are not recommended for survey control.
 JT0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0836.See file dsdata.txt to determine how the superseded data were derived.
 JT0836
 JT0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH154502(NAD 83)
 JT0836_MARKER: DD = SURVEY DISK
 JT0836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT0836_SP_SET: SIDEWALK
 JT0836_STAMPING: 37 M 1935
 JT0836_MARK LOGO: USGS  
 JT0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0836
 JT0836  HISTORY     - Date     Condition        Report By
 JT0836  HISTORY     - 1935     MONUMENTED       USGS
 JT0836  HISTORY     - 1938     GOOD             NGS
 JT0836  HISTORY     - 1984     GOOD             USPSQD
 JT0836  HISTORY     - 1987     GOOD             NGS
 JT0836
 JT0836                          STATION DESCRIPTION
 JT0836
 JT0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JT0836'AT SEBASTOPOL.
 JT0836'AT SEBASTOPOL, SONOMA COUNTY, 550 FEET SOUTH OF THE CENTER OF
 JT0836'THE JUNCTION OF MAIN STREET AND BODEGA AVENUE, AT THE NORTHWEST
 JT0836'CORNER OF THE PETALUMA AND SANTA ROSA RAILROAD STATION, 41 FEET
 JT0836'NORTHEAST OF THE CENTERLINE OF MAIN STREET, AND IN THE TOP OF
 JT0836'THE STATION SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JT0836'DISK, STAMPED 37 M 1935.
 JT0836
 JT0836                          STATION RECOVERY (1984)
 JT0836
 JT0836'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0836'NOTE: THE RAILROAD STATION IS NOW A FLOWER SHOP, THE '7' IN 37 WAS
 JT0836'STAMPED OVER AN '8'.
 JT0836
 JT0836                          STATION RECOVERY (1987)
 JT0836
 JT0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0836'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JT0836'SEBASTOPOL, AT 261 SOUTH MAIN STREET, IN A SIDEWALK AT THE NORTHWEST
 JT0836'CORNER OF THE ABANDONED RAILROAD STATION AT 261 SOUTH MAIN STREET,
 JT0836'12.5 M (41.0 FT) EAST OF THE CENTERLINE OF THE STREET, AND 1.0 M
 JT0836'(3.3 FT) WEST OF THE NORTHWEST CORNER OF THE STATION.  NOTE--THE
 JT0836'ORIGINAL DESCRIPTION STATES THAT THE STAMPING IS 37 M 1935, BUT IS AS
 JT0836'ABOVE.
 JT0836'THE MARK IS 0.1 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0160 ***********************************************************************
 DY0160  DESIGNATION -  37 SCECO
 DY0160  PID         -  DY0160
 DY0160  STATE/COUNTY-  CA/LOS ANGELES
 DY0160  USGS QUAD   -  LONG BEACH (1981)
 DY0160
 DY0160                         *CURRENT SURVEY CONTROL
 DY0160  ___________________________________________________________________
 DY0160* NAD 83(1986)-  33 45 47.     (N)    118 13 36.     (W)     SCALED    
 DY0160* NAVD 88     -        -1.55   (+/-2cm)      -5.1    (feet)  VERTCON   
 DY0160  ___________________________________________________________________
 DY0160  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0160  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0160
 DY0160.The horizontal coordinates were scaled from a topographic map and have
 DY0160.an estimated accuracy of +/- 6 seconds.
 DY0160
 DY0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0160.The vertical order pertains to the NGVD 29 superseded value.
 DY0160
 DY0160.The geoid height was determined by GEOID03.
 DY0160
 DY0160;                    North         East    Units  Estimated Accuracy
 DY0160;SPC CA 5     -   529,200.    1,979,000.      MT  (+/- 180 meters Scaled)
 DY0160
 DY0160                          SUPERSEDED SURVEY CONTROL
 DY0160
 DY0160  NGVD 29 (??/??/92)   -2.363  (m)           -7.75   (f) ADJ UNCH    1 2
 DY0160
 DY0160.Superseded values are not recommended for survey control.
 DY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0160.See file dsdata.txt to determine how the superseded data were derived.
 DY0160
 DY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT864365(NAD 83)
 DY0160_MARKER: Z = SEE DESCRIPTION
 DY0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0160_SP_SET: WALL
 DY0160_STAMPING: ELEVATION 37 1941
 DY0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0160
 DY0160  HISTORY     - Date     Condition        Report By
 DY0160  HISTORY     - 1941     MONUMENTED       SCECO
 DY0160  HISTORY     - 1954     GOOD             NGS
 DY0160
 DY0160                          STATION DESCRIPTION
 DY0160
 DY0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0160'AT LONG BEACH.
 DY0160'AT LONG BEACH, ON TERMINAL ISLAND, ON THE SOUTHERN CALIFORNIA
 DY0160'EDISON COMPANY PLANT PROPERTY, AT PLANT BUILDING 3 (WESTERNMOST
 DY0160'BUILDING), A METAL ROD BENT UPWARD AND SET VERTICALLY IN THE
 DY0160'SOUTHWEST CORNER AND PROTRUDING 1 1/2 INCHES FROM THE WALL,
 DY0160'1.2 FEET ABOVE THE GROUND, AND 0.5 FOOT BELOW A METAL PLATE
 DY0160'STAMPED ELEVATION 37 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1771 ***********************************************************************
 DY1771  DESIGNATION -  37 UOCO
 DY1771  PID         -  DY1771
 DY1771  STATE/COUNTY-  CA/LOS ANGELES
 DY1771  USGS QUAD   -  TORRANCE (1981)
 DY1771
 DY1771                         *CURRENT SURVEY CONTROL
 DY1771  ___________________________________________________________________
 DY1771* NAD 83(1986)-  33 46 44.     (N)    118 16 58.     (W)     SCALED    
 DY1771* NAVD 88     -         6.69   (+/-2cm)      21.9    (feet)  VERTCON   
 DY1771  ___________________________________________________________________
 DY1771  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1771  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1771
 DY1771.The horizontal coordinates were scaled from a topographic map and have
 DY1771.an estimated accuracy of +/- 6 seconds.
 DY1771
 DY1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1771.The vertical order pertains to the NGVD 29 superseded value.
 DY1771
 DY1771.The geoid height was determined by GEOID03.
 DY1771
 DY1771;                    North         East    Units  Estimated Accuracy
 DY1771;SPC CA 5     -   530,970.    1,973,810.      MT  (+/- 180 meters Scaled)
 DY1771
 DY1771                          SUPERSEDED SURVEY CONTROL
 DY1771
 DY1771  NGVD 29 (??/??/92)    5.921  (m)           19.43   (f) ADJ UNCH    1 2
 DY1771
 DY1771.Superseded values are not recommended for survey control.
 DY1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1771.See file dsdata.txt to determine how the superseded data were derived.
 DY1771
 DY1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812383(NAD 83)
 DY1771_MARKER: DD = SURVEY DISK
 DY1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1771_STAMPING: MON 37 ELEV 22.43 LS 1968
 DY1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1771+STABILITY: SURFACE MOTION
 DY1771
 DY1771  HISTORY     - Date     Condition        Report By
 DY1771  HISTORY     - UNK      MONUMENTED       UOCO
 DY1771  HISTORY     - 1945     GOOD             NGS
 DY1771  HISTORY     - 1963     MARK NOT FOUND   UOCO
 DY1771
 DY1771                          STATION DESCRIPTION
 DY1771
 DY1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1771'1.2 MI W FROM WILMINGTON.
 DY1771'1.2 MILES WEST OF AVALON BOULEVARD IN WILMINGTON 0.2 MILE WEST
 DY1771'ALONG ANAHEIM STREET FROM FIGUEROA STREET, IN A LOW SHORT FLAT,
 DY1771'30.0 FEET SOUTH OF THE CENTERLINE OF ANAHEIM STREET, 221 FEET
 DY1771'WEST OF THE WEST DRIVEWAY TO THE UNION OIL COMPANY GARAGE AND
 DY1771'PARKING LOT AT 1470 ANAHEIM STREET.  MARK IS A ROUND 8 INCH
 DY1771'CONCRETE POST SET IN LINE WITH ROW OF CONCRETE GUARD POSTS
 DY1771'WHICH BORDER THE SOUTH SIDE OF ANAHEIM STREET IN THE SHORT
 DY1771'FLAT AREA.  A UNION OIL CO. STANDARD DISK, STAMPED MON 37
 DY1771'ELEV 22.43 LS 1968 AND SET IN THE TOP OF A CONCRETE POST.
 DY1771
 DY1771                          STATION RECOVERY (1963)
 DY1771
 DY1771'RECOVERY NOTE BY UNION OIL COMPANY 1963
 DY1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0823 ***********************************************************************
 JS0823  DESIGNATION -  37 USE
 JS0823  PID         -  JS0823
 JS0823  STATE/COUNTY-  CA/SACRAMENTO
 JS0823  USGS QUAD   -  CARMICHAEL (1992)
 JS0823
 JS0823                         *CURRENT SURVEY CONTROL
 JS0823  ___________________________________________________________________
 JS0823* NAD 83(1986)-  38 36 03.     (N)    121 16 45.     (W)     SCALED    
 JS0823* NAVD 88     -        32.80   (+/-2cm)     107.6    (feet)  VERTCON   
 JS0823  ___________________________________________________________________
 JS0823  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JS0823  VERT ORDER  -  THIRD (See Below)
 JS0823
 JS0823.The horizontal coordinates were scaled from a topographic map and have
 JS0823.an estimated accuracy of +/- 6 seconds.
 JS0823
 JS0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0823.The vertical order pertains to the NGVD 29 superseded value.
 JS0823
 JS0823.The geoid height was determined by GEOID03.
 JS0823
 JS0823;                    North         East    Units  Estimated Accuracy
 JS0823;SPC CA 2     -   603,950.    2,062,790.      MT  (+/- 180 meters Scaled)
 JS0823
 JS0823                          SUPERSEDED SURVEY CONTROL
 JS0823
 JS0823  NGVD 29 (??/??/??)   32.04   (m)          105.1    (f) RESET       3  
 JS0823
 JS0823.Superseded values are not recommended for survey control.
 JS0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0823.See file dsdata.txt to determine how the superseded data were derived.
 JS0823
 JS0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH498738(NAD 83)
 JS0823_MARKER: P = PIPE CAP
 JS0823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0823_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0823
 JS0823  HISTORY     - Date     Condition        Report By
 JS0823  HISTORY     - UNK      MONUMENTED       DOD
 JS0823  HISTORY     - 1967     GOOD             NGS
 JS0823  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0823
 JS0823                          STATION DESCRIPTION
 JS0823
 JS0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JS0823'6.7 MI SW FROM NATOMA.
 JS0823'6.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM NATOMA, SACRAMENTO
 JS0823'COUNTY, AT THE T-JUNCTION OF A ROAD LEADING SOUTH TO IVY ARCH
 JS0823'FARM, 90 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING
 JS0823'SOUTH, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ON
 JS0823'THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC CO. RAILROAD.  A CORPS
 JS0823'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 108.0 37 AND RIVETED
 JS0823'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN A TILE FILLED WITH
 JS0823'CONCRETE AND PROJECTING 6 INCHES ABOVE GROUND.
 JS0823
 JS0823                          STATION RECOVERY (2004)
 JS0823
 JS0823'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0823'PROBABLY WIPED OUT BY RECENT ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0154 ***********************************************************************
 JT0154  DESIGNATION -  37.89
 JT0154  PID         -  JT0154
 JT0154  STATE/COUNTY-  CA/SOLANO
 JT0154  USGS QUAD   -  VINE HILL (1980)
 JT0154
 JT0154                         *CURRENT SURVEY CONTROL
 JT0154  ___________________________________________________________________
 JT0154* NAD 83(1986)-  38 05 32.     (N)    122 06 15.     (W)     SCALED    
 JT0154* NAVD 88     -         2.91   (+/-2cm)       9.5    (feet)  VERTCON   
 JT0154  ___________________________________________________________________
 JT0154  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JT0154  VERT ORDER  -  THIRD (See Below)
 JT0154
 JT0154.The horizontal coordinates were scaled from a topographic map and have
 JT0154.an estimated accuracy of +/- 6 seconds.
 JT0154
 JT0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0154.The vertical order pertains to the NGVD 29 superseded value.
 JT0154
 JT0154.The geoid height was determined by GEOID03.
 JT0154
 JT0154;                    North         East    Units  Estimated Accuracy
 JT0154;SPC CA 2     -   547,250.    1,990,860.      MT  (+/- 180 meters Scaled)
 JT0154
 JT0154                          SUPERSEDED SURVEY CONTROL
 JT0154
 JT0154  NGVD 29 (??/??/??)    2.12   (m)            7.0    (f) RESET       3  
 JT0154
 JT0154.Superseded values are not recommended for survey control.
 JT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0154.See file dsdata.txt to determine how the superseded data were derived.
 JT0154
 JT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH785164(NAD 83)
 JT0154_MARKER: S = SPIKE
 JT0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0154_SP_SET: CULVERT
 JT0154_MARK LOGO: SPRR  
 JT0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0154
 JT0154  HISTORY     - Date     Condition        Report By
 JT0154  HISTORY     - UNK      MONUMENTED       SPRR
 JT0154  HISTORY     - 1958     GOOD             CGS
 JT0154  HISTORY     - 1964     GOOD             CGS
 JT0154
 JT0154                          STATION DESCRIPTION
 JT0154
 JT0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JT0154'5.4 MI NE FROM BENICIA.
 JT0154'5.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JT0154'FROM THE STATION AT BENECIA, 22 RAILS SOUTH OF THE BAHIA SIDING
 JT0154'SIGN, 0.2 MILE SOUTH OF MILEPOST 38, AT THE NORTH END OF A LARGE
 JT0154'Y FORMED BY THE NORTH AND SOUTH BOUND TRACKS, AT DOUBLE 36-INCH
 JT0154'CORRUGATED METAL PIPE CULVERT 37.82, IN THE TOP OF THE SOUTH
 JT0154'END OF THE WEST HEAD WALL, 17.4 FEET WEST OF THE WEST RAIL OF THE
 JT0154'SOUTH BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 JT0154
 JT0154                          STATION RECOVERY (1964)
 JT0154
 JT0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JT0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0261 ***********************************************************************
 FU0261  DESIGNATION -  370+20.10 CAHD
 FU0261  PID         -  FU0261
 FU0261  STATE/COUNTY-  CA/KERN
 FU0261  USGS QUAD   -  METTLER (1992)
 FU0261
 FU0261                         *CURRENT SURVEY CONTROL
 FU0261  ___________________________________________________________________
 FU0261* NAD 83(1986)-  35 01 42.     (N)    118 57 29.     (W)     SCALED    
 FU0261* NAVD 88     -       228.94   (+/-2cm)     751.1    (feet)  VERTCON   
 FU0261  ___________________________________________________________________
 FU0261  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 FU0261  VERT ORDER  -  THIRD (See Below)
 FU0261
 FU0261.The horizontal coordinates were scaled from a topographic map and have
 FU0261.an estimated accuracy of +/- 6 seconds.
 FU0261
 FU0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0261.The vertical order pertains to the NGVD 29 superseded value.
 FU0261
 FU0261.The geoid height was determined by GEOID03.
 FU0261
 FU0261;                    North         East    Units  Estimated Accuracy
 FU0261;SPC CA 5     -   669,950.    1,912,580.      MT  (+/- 180 meters Scaled)
 FU0261
 FU0261                          SUPERSEDED SURVEY CONTROL
 FU0261
 FU0261  NGVD 29 (??/??/??)  228.17   (m)          748.6    (f) RESET       3  
 FU0261
 FU0261.Superseded values are not recommended for survey control.
 FU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0261.See file dsdata.txt to determine how the superseded data were derived.
 FU0261
 FU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU213779(NAD 83)
 FU0261_MARKER: DD = SURVEY DISK
 FU0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0261_STAMPING: 370+20.10
 FU0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0261+STABILITY: SURFACE MOTION
 FU0261
 FU0261  HISTORY     - Date     Condition        Report By
 FU0261  HISTORY     - UNK      MONUMENTED       CADH
 FU0261  HISTORY     - 1961     GOOD             NGS
 FU0261  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0261
 FU0261                          STATION DESCRIPTION
 FU0261
 FU0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0261'1.7 MI N FROM WHEELER RIDGE.
 FU0261'1.7 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0261'WHEELER RIDGE, BETWEEN THE TRAFFIC LANES, 165 FEET SOUTHWEST OF A
 FU0261'POWER LINE POLE 37 FEET EAST OF THE CENTER LINE OF THE WEST LANES,
 FU0261'35 FEET WEST OF THE CENTER LINE OF THE EAST LANES, 1.2 FEET SOUTH
 FU0261'OF STEEL STATION MARKER 370+20.10, ABOUT LEVEL WITH THE HIGHWAY,
 FU0261'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0261
 FU0261                          STATION RECOVERY (1970)
 FU0261
 FU0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2823 ***********************************************************************
 EV2823  DESIGNATION -  370.1 C RESET
 EV2823  PID         -  EV2823
 EV2823  STATE/COUNTY-  CA/LOS ANGELES
 EV2823  USGS QUAD   -  VALYERMO (1995)
 EV2823
 EV2823                         *CURRENT SURVEY CONTROL
 EV2823  ___________________________________________________________________
 EV2823* NAD 83(1986)-  34 28 46.     (N)    117 49 39.     (W)     SCALED    
 EV2823* NAVD 88     -      1060.12   (+/-2cm)    3478.1    (feet)  VERTCON   
 EV2823  ___________________________________________________________________
 EV2823  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2823
 EV2823.The horizontal coordinates were scaled from a topographic map and have
 EV2823.an estimated accuracy of +/- 6 seconds.
 EV2823
 EV2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2823.The vertical order pertains to the NGVD 29 superseded value.
 EV2823
 EV2823.The geoid height was determined by GEOID03.
 EV2823
 EV2823;                    North         East    Units  Estimated Accuracy
 EV2823;SPC CA 5     -   608,660.    2,015,850.      MT  (+/- 180 meters Scaled)
 EV2823
 EV2823                          SUPERSEDED SURVEY CONTROL
 EV2823
 EV2823  NGVD 29 (??/??/92) 1059.188  (m)         3475.02   (f) ADJ UNCH    2 0
 EV2823
 EV2823.Superseded values are not recommended for survey control.
 EV2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2823.See file dsdata.txt to determine how the superseded data were derived.
 EV2823
 EV2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU240156(NAD 83)
 EV2823_MARKER: DD = SURVEY DISK
 EV2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2823_STAMPING: 370.1 C RESET 1971
 EV2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2823+STABILITY: SURFACE MOTION
 EV2823
 EV2823  HISTORY     - Date     Condition        Report By
 EV2823  HISTORY     - 1971     MONUMENTED       CADWR
 EV2823  HISTORY     - 1971     GOOD             NGS
 EV2823
 EV2823                          STATION DESCRIPTION
 EV2823
 EV2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2823'7.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2823'7.45 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2823'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2823'98.0 FEET NORTHEAST OF THE EAST WING WALL OF THE OVERCHUTE, 54.0
 EV2823'FEET EAST OF A BRACE POST IN THE RIGHT-OF-WAY FENCE, 2.6 FEET
 EV2823'SOUTH OF THE FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 5
 EV2823'FEET LOWER THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP OF A
 EV2823'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 33,
 EV2823'T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2837 ***********************************************************************
 EV2837  DESIGNATION -  370.2 A
 EV2837  PID         -  EV2837
 EV2837  STATE/COUNTY-  CA/LOS ANGELES
 EV2837  USGS QUAD   -  VALYERMO (1995)
 EV2837
 EV2837                         *CURRENT SURVEY CONTROL
 EV2837  ___________________________________________________________________
 EV2837* NAD 83(1986)-  34 29 08.     (N)    117 47 27.     (W)     SCALED    
 EV2837* NAVD 88     -      1062.95   (+/-2cm)    3487.4    (feet)  VERTCON   
 EV2837  ___________________________________________________________________
 EV2837  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV2837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2837
 EV2837.The horizontal coordinates were scaled from a topographic map and have
 EV2837.an estimated accuracy of +/- 6 seconds.
 EV2837
 EV2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2837.The vertical order pertains to the NGVD 29 superseded value.
 EV2837
 EV2837.The geoid height was determined by GEOID03.
 EV2837
 EV2837;                    North         East    Units  Estimated Accuracy
 EV2837;SPC CA 5     -   609,340.    2,019,210.      MT  (+/- 180 meters Scaled)
 EV2837
 EV2837                          SUPERSEDED SURVEY CONTROL
 EV2837
 EV2837  NGVD 29 (??/??/92) 1062.011  (m)         3484.28   (f) ADJ UNCH    2 0
 EV2837
 EV2837.Superseded values are not recommended for survey control.
 EV2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2837.See file dsdata.txt to determine how the superseded data were derived.
 EV2837
 EV2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU273162(NAD 83)
 EV2837_MARKER: DD = SURVEY DISK
 EV2837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2837_SP_SET: CONCRETE OVERCHUTE
 EV2837_STAMPING: 370.2 A 1971
 EV2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2837
 EV2837  HISTORY     - Date     Condition        Report By
 EV2837  HISTORY     - 1971     MONUMENTED       CADWR
 EV2837  HISTORY     - 1971     GOOD             NGS
 EV2837
 EV2837                          STATION DESCRIPTION
 EV2837
 EV2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2837'9.5 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2837'9.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2837'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2837'IN THE TOP OF THE SOUTHWEST CONCRETE WALL OF THE OVERCHUTE,
 EV2837'19.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL, AND ABOUT
 EV2837'LEVEL WITH THE NORTHWEST LEVEE ROAD.  SECTION 26, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2836 ***********************************************************************
 EV2836  DESIGNATION -  370.2 B
 EV2836  PID         -  EV2836
 EV2836  STATE/COUNTY-  CA/LOS ANGELES
 EV2836  USGS QUAD   -  VALYERMO (1995)
 EV2836
 EV2836                         *CURRENT SURVEY CONTROL
 EV2836  ___________________________________________________________________
 EV2836* NAD 83(1986)-  34 29 08.     (N)    117 47 27.     (W)     SCALED    
 EV2836* NAVD 88     -      1059.47   (+/-2cm)    3475.9    (feet)  VERTCON   
 EV2836  ___________________________________________________________________
 EV2836  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV2836  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2836
 EV2836.The horizontal coordinates were scaled from a topographic map and have
 EV2836.an estimated accuracy of +/- 6 seconds.
 EV2836
 EV2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2836.The vertical order pertains to the NGVD 29 superseded value.
 EV2836
 EV2836.The geoid height was determined by GEOID03.
 EV2836
 EV2836;                    North         East    Units  Estimated Accuracy
 EV2836;SPC CA 5     -   609,340.    2,019,210.      MT  (+/- 180 meters Scaled)
 EV2836
 EV2836                          SUPERSEDED SURVEY CONTROL
 EV2836
 EV2836  NGVD 29 (??/??/92) 1058.533  (m)         3472.87   (f) ADJ UNCH    2 0
 EV2836
 EV2836.Superseded values are not recommended for survey control.
 EV2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2836.See file dsdata.txt to determine how the superseded data were derived.
 EV2836
 EV2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU273162(NAD 83)
 EV2836_MARKER: DD = SURVEY DISK
 EV2836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2836_SP_SET: CONCRETE LINING
 EV2836_STAMPING: MILE 370.2 B
 EV2836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2836
 EV2836  HISTORY     - Date     Condition        Report By
 EV2836  HISTORY     - UNK      MONUMENTED       CADWR
 EV2836  HISTORY     - 1971     GOOD             NGS
 EV2836
 EV2836                          STATION DESCRIPTION
 EV2836
 EV2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2836'9.5 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2836'9.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2836'PEARBLOSSOM PUMP PLANT, NEAR THE CROSSING OF A CONCRETE
 EV2836'OVERCHUTE, IN THE TOP OF THE NORTHWEST CONCRETE LINING OF THE
 EV2836'AQUEDUCT, 95.5 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE
 EV2836'OVERCHUTE, AND ABOUT 10 FEET LOWER THAN THE NORTHWEST LEVEE
 EV2836'ROAD.  SECTION 26, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2827 ***********************************************************************
 EV2827  DESIGNATION -  370.4 C
 EV2827  PID         -  EV2827
 EV2827  STATE/COUNTY-  CA/LOS ANGELES
 EV2827  USGS QUAD   -  VALYERMO (1995)
 EV2827
 EV2827                         *CURRENT SURVEY CONTROL
 EV2827  ___________________________________________________________________
 EV2827* NAD 83(1986)-  34 28 47.     (N)    117 49 19.     (W)     SCALED    
 EV2827* NAVD 88     -      1057.95   (+/-2cm)    3471.0    (feet)  VERTCON   
 EV2827  ___________________________________________________________________
 EV2827  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2827
 EV2827.The horizontal coordinates were scaled from a topographic map and have
 EV2827.an estimated accuracy of +/- 6 seconds.
 EV2827
 EV2827.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2827.The vertical order pertains to the NGVD 29 superseded value.
 EV2827
 EV2827.The geoid height was determined by GEOID03.
 EV2827
 EV2827;                    North         East    Units  Estimated Accuracy
 EV2827;SPC CA 5     -   608,690.    2,016,360.      MT  (+/- 180 meters Scaled)
 EV2827
 EV2827                          SUPERSEDED SURVEY CONTROL
 EV2827
 EV2827  NGVD 29 (??/??/92) 1057.016  (m)         3467.89   (f) ADJ UNCH    2 0
 EV2827
 EV2827.Superseded values are not recommended for survey control.
 EV2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2827.See file dsdata.txt to determine how the superseded data were derived.
 EV2827
 EV2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU245156(NAD 83)
 EV2827_MARKER: DD = SURVEY DISK
 EV2827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2827_SP_SET: CONCRETE OVERCHUTE
 EV2827_STAMPING: 370.4 C 1971
 EV2827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2827
 EV2827  HISTORY     - Date     Condition        Report By
 EV2827  HISTORY     - 1971     MONUMENTED       CADWR
 EV2827  HISTORY     - 1971     GOOD             NGS
 EV2827
 EV2827                          STATION DESCRIPTION
 EV2827
 EV2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2827'7.8 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2827'7.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2827'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2827'10 1/2 FENCE POST EAST OF A STEEL BRACE POST IN THE RIGHT-OF-WAY
 EV2827'FENCE, 3.9 FEET SOUTH OF THE FENCE, 2.4 FEET SOUTH OF A WITNESS
 EV2827'POST, AND ABOUT 7 FEET LOWER THAN THE NORTH LEVEE ROAD.  SECTION
 EV2827'33, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2818 ***********************************************************************
 EV2818  DESIGNATION -  370.6 C
 EV2818  PID         -  EV2818
 EV2818  STATE/COUNTY-  CA/LOS ANGELES
 EV2818  USGS QUAD   -  VALYERMO (1995)
 EV2818
 EV2818                         *CURRENT SURVEY CONTROL
 EV2818  ___________________________________________________________________
 EV2818* NAD 83(1986)-  34 28 48.     (N)    117 49 04.     (W)     SCALED    
 EV2818* NAVD 88     -      1057.43   (+/-2cm)    3469.3    (feet)  VERTCON   
 EV2818  ___________________________________________________________________
 EV2818  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2818
 EV2818.The horizontal coordinates were scaled from a topographic map and have
 EV2818.an estimated accuracy of +/- 6 seconds.
 EV2818
 EV2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2818.The vertical order pertains to the NGVD 29 superseded value.
 EV2818
 EV2818.The geoid height was determined by GEOID03.
 EV2818
 EV2818;                    North         East    Units  Estimated Accuracy
 EV2818;SPC CA 5     -   608,720.    2,016,740.      MT  (+/- 180 meters Scaled)
 EV2818
 EV2818                          SUPERSEDED SURVEY CONTROL
 EV2818
 EV2818  NGVD 29 (??/??/92) 1056.498  (m)         3466.19   (f) ADJ UNCH    2 0
 EV2818
 EV2818.Superseded values are not recommended for survey control.
 EV2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2818.See file dsdata.txt to determine how the superseded data were derived.
 EV2818
 EV2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU249156(NAD 83)
 EV2818_MARKER: DD = SURVEY DISK
 EV2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2818_STAMPING: 370.6 C B M 1968
 EV2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2818+STABILITY: SURFACE MOTION
 EV2818
 EV2818  HISTORY     - Date     Condition        Report By
 EV2818  HISTORY     - 1968     MONUMENTED       CADWR
 EV2818  HISTORY     - 1971     GOOD             NGS
 EV2818
 EV2818                          STATION DESCRIPTION
 EV2818
 EV2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2818'7.9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2818'7.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2818'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF 175TH STREET EAST,
 EV2818'ABOUT 250 FEET NORTHEAST AND ACROSS THE STREET FROM BENCH MARK
 EV2818'368.5 A (DWR), 110 FEET NORTH OF THE CENTER LINE OF THE NORTH
 EV2818'LEVEE ROAD, 90 FEET EAST OF THE CENTER LINE OF THE STREET, 11.4
 EV2818'FEET WEST OF A STEEL BRACE POST IN THE RIGHT-OF-WAY FENCE, 1.1
 EV2818'FEET WEST OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE ROAD
 EV2818'AND STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV2818'0.2 FOOT ABOVE THE GROUND.  SECTION 34, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2841 ***********************************************************************
 EV2841  DESIGNATION -  370.7 A
 EV2841  PID         -  EV2841
 EV2841  STATE/COUNTY-  CA/LOS ANGELES
 EV2841  USGS QUAD   -  VALYERMO (1995)
 EV2841
 EV2841                         *CURRENT SURVEY CONTROL
 EV2841  ___________________________________________________________________
 EV2841* NAD 83(1986)-  34 29 22.     (N)    117 46 56.     (W)     SCALED    
 EV2841* NAVD 88     -      1062.85   (+/-2cm)    3487.0    (feet)  VERTCON   
 EV2841  ___________________________________________________________________
 EV2841  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EV2841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2841
 EV2841.The horizontal coordinates were scaled from a topographic map and have
 EV2841.an estimated accuracy of +/- 6 seconds.
 EV2841
 EV2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2841.The vertical order pertains to the NGVD 29 superseded value.
 EV2841
 EV2841.The geoid height was determined by GEOID03.
 EV2841
 EV2841;                    North         East    Units  Estimated Accuracy
 EV2841;SPC CA 5     -   609,780.    2,020,000.      MT  (+/- 180 meters Scaled)
 EV2841
 EV2841                          SUPERSEDED SURVEY CONTROL
 EV2841
 EV2841  NGVD 29 (??/??/92) 1061.914  (m)         3483.96   (f) ADJ UNCH    2 0
 EV2841
 EV2841.Superseded values are not recommended for survey control.
 EV2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2841.See file dsdata.txt to determine how the superseded data were derived.
 EV2841
 EV2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU281167(NAD 83)
 EV2841_MARKER: DD = SURVEY DISK
 EV2841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2841_SP_SET: CONCRETE OVERCHUTE
 EV2841_STAMPING: 370.7 A 1971
 EV2841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2841
 EV2841  HISTORY     - Date     Condition        Report By
 EV2841  HISTORY     - 1971     MONUMENTED       CADWR
 EV2841  HISTORY     - 1971     GOOD             NGS
 EV2841
 EV2841                          STATION DESCRIPTION
 EV2841
 EV2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2841'10.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2841'10.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2841'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2841'IN THE TOP OF THE WEST CONCRETE WALL OF THE OVERCHUTE, 19.5
 EV2841'FEET SOUTH OF THE NORTH END OF THE WALL, AND ABOUT LEVEL WITH
 EV2841'THE NORTH LEVEE ROAD.  SECTION 25, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2840 ***********************************************************************
 EV2840  DESIGNATION -  370.7 B
 EV2840  PID         -  EV2840
 EV2840  STATE/COUNTY-  CA/LOS ANGELES
 EV2840  USGS QUAD   -  VALYERMO (1995)
 EV2840
 EV2840                         *CURRENT SURVEY CONTROL
 EV2840  ___________________________________________________________________
 EV2840* NAD 83(1986)-  34 29 22.     (N)    117 46 57.     (W)     SCALED    
 EV2840* NAVD 88     -      1059.39   (+/-2cm)    3475.7    (feet)  VERTCON   
 EV2840  ___________________________________________________________________
 EV2840  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EV2840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2840
 EV2840.The horizontal coordinates were scaled from a topographic map and have
 EV2840.an estimated accuracy of +/- 6 seconds.
 EV2840
 EV2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2840.The vertical order pertains to the NGVD 29 superseded value.
 EV2840
 EV2840.The geoid height was determined by GEOID03.
 EV2840
 EV2840;                    North         East    Units  Estimated Accuracy
 EV2840;SPC CA 5     -   609,780.    2,019,980.      MT  (+/- 180 meters Scaled)
 EV2840
 EV2840                          SUPERSEDED SURVEY CONTROL
 EV2840
 EV2840  NGVD 29 (??/??/92) 1058.453  (m)         3472.61   (f) ADJ UNCH    2 0
 EV2840
 EV2840.Superseded values are not recommended for survey control.
 EV2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2840.See file dsdata.txt to determine how the superseded data were derived.
 EV2840
 EV2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU281167(NAD 83)
 EV2840_MARKER: DD = SURVEY DISK
 EV2840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2840_SP_SET: CONCRETE OVERCHUTE
 EV2840_STAMPING: MILE 370.7 B
 EV2840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2840
 EV2840  HISTORY     - Date     Condition        Report By
 EV2840  HISTORY     - UNK      MONUMENTED       CADWR
 EV2840  HISTORY     - 1971     GOOD             NGS
 EV2840
 EV2840                          STATION DESCRIPTION
 EV2840
 EV2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2840'10.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2840'10.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2840'PEARBLOSSOM PUMP PLANT, NEAR THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2840'IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 73.0
 EV2840'FEET WEST OF THE WEST WALL OF THE OVERCHUTE, AND ABOUT 10 FEET
 EV2840'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 25, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2832 ***********************************************************************
 EV2832  DESIGNATION -  371.0 C RESET
 EV2832  PID         -  EV2832
 EV2832  STATE/COUNTY-  CA/LOS ANGELES
 EV2832  USGS QUAD   -  VALYERMO (1995)
 EV2832
 EV2832                         *CURRENT SURVEY CONTROL
 EV2832  ___________________________________________________________________
 EV2832* NAD 83(1986)-  34 28 54.     (N)    117 48 32.     (W)     SCALED    
 EV2832* NAVD 88     -      1058.82   (+/-2cm)    3473.8    (feet)  VERTCON   
 EV2832  ___________________________________________________________________
 EV2832  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2832
 EV2832.The horizontal coordinates were scaled from a topographic map and have
 EV2832.an estimated accuracy of +/- 6 seconds.
 EV2832
 EV2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2832.The vertical order pertains to the NGVD 29 superseded value.
 EV2832
 EV2832.The geoid height was determined by GEOID03.
 EV2832
 EV2832;                    North         East    Units  Estimated Accuracy
 EV2832;SPC CA 5     -   608,910.    2,017,550.      MT  (+/- 180 meters Scaled)
 EV2832
 EV2832                          SUPERSEDED SURVEY CONTROL
 EV2832
 EV2832  NGVD 29 (??/??/92) 1057.883  (m)         3470.74   (f) ADJ UNCH    2 0
 EV2832
 EV2832.Superseded values are not recommended for survey control.
 EV2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2832.See file dsdata.txt to determine how the superseded data were derived.
 EV2832
 EV2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU257158(NAD 83)
 EV2832_MARKER: DD = SURVEY DISK
 EV2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2832_STAMPING: 371.0 C RESET 1971
 EV2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2832+STABILITY: SURFACE MOTION
 EV2832
 EV2832  HISTORY     - Date     Condition        Report By
 EV2832  HISTORY     - 1971     MONUMENTED       CADWR
 EV2832  HISTORY     - 1971     GOOD             NGS
 EV2832
 EV2832                          STATION DESCRIPTION
 EV2832
 EV2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2832'8.4 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2832'8.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2832'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2832'ABOUT 150 FEET NORTHEAST AND ACROSS THE LEVEE FROM THE OVERCHUTE,
 EV2832'52.3 FEET EAST OF A STEEL BRACE POST IN THE RIGHT-OF-WAY FENCE,
 EV2832'3.0 FEET SOUTH OF THE FENCE, 2.1 FEET SOUTH OF A WITNESS POST,
 EV2832'ABOUT 8 FEET LOWER THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP
 EV2832'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  SECTION
 EV2832'34, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2842 ***********************************************************************
 EV2842  DESIGNATION -  371.2 B
 EV2842  PID         -  EV2842
 EV2842  STATE/COUNTY-  CA/LOS ANGELES
 EV2842  USGS QUAD   -  VALYERMO (1995)
 EV2842
 EV2842                         *CURRENT SURVEY CONTROL
 EV2842  ___________________________________________________________________
 EV2842* NAD 83(1986)-  34 29 31.     (N)    117 46 28.     (W)     SCALED    
 EV2842* NAVD 88     -      1059.35   (+/-2cm)    3475.6    (feet)  VERTCON   
 EV2842  ___________________________________________________________________
 EV2842  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2842
 EV2842.The horizontal coordinates were scaled from a topographic map and have
 EV2842.an estimated accuracy of +/- 6 seconds.
 EV2842
 EV2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2842.The vertical order pertains to the NGVD 29 superseded value.
 EV2842
 EV2842.The geoid height was determined by GEOID03.
 EV2842
 EV2842;                    North         East    Units  Estimated Accuracy
 EV2842;SPC CA 5     -   610,050.    2,020,720.      MT  (+/- 180 meters Scaled)
 EV2842
 EV2842                          SUPERSEDED SURVEY CONTROL
 EV2842
 EV2842  NGVD 29 (??/??/92) 1058.417  (m)         3472.49   (f) ADJ UNCH    2 0
 EV2842
 EV2842.Superseded values are not recommended for survey control.
 EV2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2842.See file dsdata.txt to determine how the superseded data were derived.
 EV2842
 EV2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU288169(NAD 83)
 EV2842_MARKER: DD = SURVEY DISK
 EV2842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2842_SP_SET: CONCRETE OVERCHUTE
 EV2842_STAMPING: MILE 371.2 B
 EV2842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2842
 EV2842  HISTORY     - Date     Condition        Report By
 EV2842  HISTORY     - UNK      MONUMENTED       CADWR
 EV2842  HISTORY     - 1971     GOOD             NGS
 EV2842
 EV2842                          STATION DESCRIPTION
 EV2842
 EV2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2842'10.6 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2842'10.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2842'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2842'IN THE TOP OF THE NORTH CONCRETE LINING OF THE AQUEDUCT, 84.5
 EV2842'FEET WEST OF THE WEST WALL OF THE OVERCHUTE, AND ABOUT 8 FEET
 EV2842'LOWER THAN THE NORTH LEVEE ROAD.  SECTION 25, 5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2846 ***********************************************************************
 EV2846  DESIGNATION -  371.5 B
 EV2846  PID         -  EV2846
 EV2846  STATE/COUNTY-  CA/LOS ANGELES
 EV2846  USGS QUAD   -  VALYERMO (1995)
 EV2846
 EV2846                         *CURRENT SURVEY CONTROL
 EV2846  ___________________________________________________________________
 EV2846* NAD 83(1986)-  34 29 33.     (N)    117 46 11.     (W)     SCALED    
 EV2846* NAVD 88     -      1059.30   (+/-2cm)    3475.4    (feet)  VERTCON   
 EV2846  ___________________________________________________________________
 EV2846  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2846
 EV2846.The horizontal coordinates were scaled from a topographic map and have
 EV2846.an estimated accuracy of +/- 6 seconds.
 EV2846
 EV2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2846.The vertical order pertains to the NGVD 29 superseded value.
 EV2846
 EV2846.The geoid height was determined by GEOID03.
 EV2846
 EV2846;                    North         East    Units  Estimated Accuracy
 EV2846;SPC CA 5     -   610,120.    2,021,150.      MT  (+/- 180 meters Scaled)
 EV2846
 EV2846                          SUPERSEDED SURVEY CONTROL
 EV2846
 EV2846  NGVD 29 (??/??/92) 1058.369  (m)         3472.33   (f) ADJ UNCH    2 0
 EV2846
 EV2846.Superseded values are not recommended for survey control.
 EV2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2846.See file dsdata.txt to determine how the superseded data were derived.
 EV2846
 EV2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU293170(NAD 83)
 EV2846_MARKER: DD = SURVEY DISK
 EV2846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2846_SP_SET: CONCRETE OVERCHUTE
 EV2846_STAMPING: MILE 371.5 B
 EV2846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2846
 EV2846  HISTORY     - Date     Condition        Report By
 EV2846  HISTORY     - UNK      MONUMENTED       CADWR
 EV2846  HISTORY     - 1971     GOOD             NGS
 EV2846
 EV2846                          STATION DESCRIPTION
 EV2846
 EV2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2846'10.9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2846'10.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2846'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE LINING
 EV2846'OF THE AQUEDUCT, 93.0 FEET WEST OF THE WEST WALL OF A CONCRETE
 EV2846'OVERCHUTE, AND ABOUT 8 FEET LOWER THAN THE NORTH LEVEE ROAD.
 EV2846'SECTION 25, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2849 ***********************************************************************
 EV2849  DESIGNATION -  371.7 A RESET
 EV2849  PID         -  EV2849
 EV2849  STATE/COUNTY-  CA/LOS ANGELES
 EV2849  USGS QUAD   -  VALYERMO (1995)
 EV2849
 EV2849                         *CURRENT SURVEY CONTROL
 EV2849  ___________________________________________________________________
 EV2849* NAD 83(1986)-  34 29 37.     (N)    117 45 54.     (W)     SCALED    
 EV2849* NAVD 88     -      1062.22   (+/-2cm)    3485.0    (feet)  VERTCON   
 EV2849  ___________________________________________________________________
 EV2849  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV2849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2849
 EV2849.The horizontal coordinates were scaled from a topographic map and have
 EV2849.an estimated accuracy of +/- 6 seconds.
 EV2849
 EV2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2849.The vertical order pertains to the NGVD 29 superseded value.
 EV2849
 EV2849.The geoid height was determined by GEOID03.
 EV2849
 EV2849;                    North         East    Units  Estimated Accuracy
 EV2849;SPC CA 5     -   610,240.    2,021,580.      MT  (+/- 180 meters Scaled)
 EV2849
 EV2849                          SUPERSEDED SURVEY CONTROL
 EV2849
 EV2849  NGVD 29 (??/??/92) 1061.286  (m)         3481.90   (f) ADJ UNCH    2 0
 EV2849
 EV2849.Superseded values are not recommended for survey control.
 EV2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2849.See file dsdata.txt to determine how the superseded data were derived.
 EV2849
 EV2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU297171(NAD 83)
 EV2849_MARKER: DD = SURVEY DISK
 EV2849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2849_SP_SET: CURB
 EV2849_STAMPING: 371.7 A B M 1971
 EV2849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2849
 EV2849  HISTORY     - Date     Condition        Report By
 EV2849  HISTORY     - 1971     MONUMENTED       CADWR
 EV2849  HISTORY     - 1971     GOOD             NGS
 EV2849
 EV2849                          STATION DESCRIPTION
 EV2849
 EV2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2849'11.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2849'11.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2849'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF LARGO VISTA ROAD,
 EV2849'IN THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF THE WEST
 EV2849'CONCRETE CURB OF LARGO VISTA ROAD BRIDGE OVER THE AQUEDUCT,
 EV2849'15.3 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT WEST
 EV2849'OF THE EAST EDGE OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE
 EV2849'ROAD.  SECTION 25, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2835 ***********************************************************************
 EV2835  DESIGNATION -  371.7 C
 EV2835  PID         -  EV2835
 EV2835  STATE/COUNTY-  CA/LOS ANGELES
 EV2835  USGS QUAD   -  VALYERMO (1995)
 EV2835
 EV2835                         *CURRENT SURVEY CONTROL
 EV2835  ___________________________________________________________________
 EV2835* NAD 83(1986)-  34 28 57.     (N)    117 47 54.     (W)     SCALED    
 EV2835* NAVD 88     -      1059.29   (+/-2cm)    3475.4    (feet)  VERTCON   
 EV2835  ___________________________________________________________________
 EV2835  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV2835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2835
 EV2835.The horizontal coordinates were scaled from a topographic map and have
 EV2835.an estimated accuracy of +/- 6 seconds.
 EV2835
 EV2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2835.The vertical order pertains to the NGVD 29 superseded value.
 EV2835
 EV2835.The geoid height was determined by GEOID03.
 EV2835
 EV2835;                    North         East    Units  Estimated Accuracy
 EV2835;SPC CA 5     -   609,000.    2,018,520.      MT  (+/- 180 meters Scaled)
 EV2835
 EV2835                          SUPERSEDED SURVEY CONTROL
 EV2835
 EV2835  NGVD 29 (??/??/92) 1058.345  (m)         3472.25   (f) ADJ UNCH    2 0
 EV2835
 EV2835.Superseded values are not recommended for survey control.
 EV2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2835.See file dsdata.txt to determine how the superseded data were derived.
 EV2835
 EV2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU266159(NAD 83)
 EV2835_MARKER: DD = SURVEY DISK
 EV2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2835_STAMPING: 371.7C B M 1968
 EV2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2835+STABILITY: SURFACE MOTION
 EV2835
 EV2835  HISTORY     - Date     Condition        Report By
 EV2835  HISTORY     - 1968     MONUMENTED       CADWR
 EV2835  HISTORY     - 1971     GOOD             NGS
 EV2835
 EV2835                          STATION DESCRIPTION
 EV2835
 EV2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2835'9 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2835'9.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2835'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2835'54.0 FEET NORTH OF THE EAST WING WALL OF THE OVERCHUTE, 5.5
 EV2835'FEET WEST OF A STEEL BRACE POST IN THE RIGHT-OF-WAY FENCE,
 EV2835'0.2 FOOT SOUTH OF THE FENCE, 1.6 FEET EAST OF A WITNESS POST,
 EV2835'ABOUT 8 FEET LOWER THAN THE NORTH LEVEE ROAD, AND SET IN THE TOP
 EV2835'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION
 EV2835'35, T 5 N, R 9 W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0198 ***********************************************************************
 GT0198  DESIGNATION -  3718
 GT0198  PID         -  GT0198
 GT0198  STATE/COUNTY-  CA/INYO
 GT0198  USGS QUAD   -  UNION WASH (1993)
 GT0198
 GT0198                         *CURRENT SURVEY CONTROL
 GT0198  ___________________________________________________________________
 GT0198* NAD 83(1986)-  36 42 00.     (N)    118 03 19.     (W)     SCALED    
 GT0198* NAVD 88     -      1133.94   (+/-2cm)    3720.3    (feet)  VERTCON   
 GT0198  ___________________________________________________________________
 GT0198  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GT0198  VERT ORDER  -  THIRD (See Below)
 GT0198
 GT0198.The horizontal coordinates were scaled from a topographic map and have
 GT0198.an estimated accuracy of +/- 6 seconds.
 GT0198
 GT0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0198.The vertical order pertains to the NGVD 29 superseded value.
 GT0198
 GT0198.The geoid height was determined by GEOID03.
 GT0198
 GT0198;                    North         East    Units  Estimated Accuracy
 GT0198;SPC CA 4     -   652,060.    2,084,410.      MT  (+/- 180 meters Scaled)
 GT0198
 GT0198                          SUPERSEDED SURVEY CONTROL
 GT0198
 GT0198  NGVD 29 (??/??/??) 1132.87   (m)         3716.8    (f) RESET       3  
 GT0198
 GT0198.Superseded values are not recommended for survey control.
 GT0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0198.See file dsdata.txt to determine how the superseded data were derived.
 GT0198
 GT0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA057621(NAD 83)
 GT0198_MARKER: P = PIPE CAP
 GT0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0198
 GT0198  HISTORY     - Date     Condition        Report By
 GT0198  HISTORY     - UNK      MONUMENTED       USGS
 GT0198  HISTORY     - 1925     GOOD             NGS
 GT0198  HISTORY     - 1962     MARK NOT FOUND   USGS
 GT0198
 GT0198                          STATION DESCRIPTION
 GT0198
 GT0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 GT0198'2.5 MI N FROM OWENYO.
 GT0198'ABOUT 2 1/2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GT0198'FROM OWENYO, INYO COUNTY, ABOUT 1/4 MILE NORTH OF MILEPOST 558,
 GT0198'ON THE NORTH SIDE OF A SLIGHT HOLLOW, AND 30 FEET EAST OF THE
 GT0198'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 GT0198'ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 GT0198
 GT0198                          STATION RECOVERY (1962)
 GT0198
 GT0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GT0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0686 ***********************************************************************
 DY0686  DESIGNATION -  372 C OF LB
 DY0686  PID         -  DY0686
 DY0686  STATE/COUNTY-  CA/LOS ANGELES
 DY0686  USGS QUAD   -  LONG BEACH (1981)
 DY0686
 DY0686                         *CURRENT SURVEY CONTROL
 DY0686  ___________________________________________________________________
 DY0686* NAD 83(1986)-  33 50 38.     (N)    118 11 33.     (W)     SCALED    
 DY0686* NAVD 88     -        12.80   (+/-2cm)      42.0    (feet)  VERTCON   
 DY0686  ___________________________________________________________________
 DY0686  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0686  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0686
 DY0686.The horizontal coordinates were scaled from a topographic map and have
 DY0686.an estimated accuracy of +/- 6 seconds.
 DY0686
 DY0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0686.The vertical order pertains to the NGVD 29 superseded value.
 DY0686
 DY0686.The geoid height was determined by GEOID03.
 DY0686
 DY0686;                    North         East    Units  Estimated Accuracy
 DY0686;SPC CA 5     -   538,160.    1,982,180.      MT  (+/- 180 meters Scaled)
 DY0686
 DY0686                          SUPERSEDED SURVEY CONTROL
 DY0686
 DY0686  NGVD 29 (??/??/92)   12.052  (m)           39.54   (f) ADJ UNCH    1 2
 DY0686
 DY0686.Superseded values are not recommended for survey control.
 DY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0686.See file dsdata.txt to determine how the superseded data were derived.
 DY0686
 DY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT896454(NAD 83)
 DY0686_MARKER: DD = SURVEY DISK
 DY0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0686_STAMPING: LBBM NO 372
 DY0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0686+STABILITY: SURFACE MOTION
 DY0686
 DY0686  HISTORY     - Date     Condition        Report By
 DY0686  HISTORY     - UNK      MONUMENTED       CA1970
 DY0686  HISTORY     - 1946     GOOD             NGS
 DY0686  HISTORY     - 1961     GOOD             NGS
 DY0686
 DY0686                          STATION DESCRIPTION
 DY0686
 DY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0686'AT LONG BEACH.
 DY0686'AT LONG BEACH, AT THE INTERSECTION OF LONG BEACH BOULEVARD AND
 DY0686'FORTY-EIGHTH STREET, 20.4 FEET WEST OF THE WEST CURB OF LONG
 DY0686'BEACH BOULEVARD, 4.7 FEET SOUTH OF THE SOUTH CURB OF
 DY0686'FORTY-EIGHTH STREET, 43.2 FEET NORTH OF THE NORTH FACE OF THE
 DY0686'WEST ABUTMENT OF THE UNION PACIFIC OVERPASS, 0.6 FOOT LOWER
 DY0686'THAN THE GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 5 INCH
 DY0686'IRON PIPE WITH A CAST IRON COVER MARKED LBBM.  A CITY OF LONG
 DY0686'BEACH STANDARD DISK, STAMPED LB BM NO 372 AND SET IN THE TOP
 DY0686'OF A CONCRETE POST.
 DY0686
 DY0686                          STATION RECOVERY (1961)
 DY0686
 DY0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2838 ***********************************************************************
 EV2838  DESIGNATION -  372.2 C
 EV2838  PID         -  EV2838
 EV2838  STATE/COUNTY-  CA/LOS ANGELES
 EV2838  USGS QUAD   -  VALYERMO (1995)
 EV2838
 EV2838                         *CURRENT SURVEY CONTROL
 EV2838  ___________________________________________________________________
 EV2838* NAD 83(1986)-  34 29 08.     (N)    117 47 26.     (W)     SCALED    
 EV2838* NAVD 88     -      1059.59   (+/-2cm)    3476.3    (feet)  VERTCON   
 EV2838  ___________________________________________________________________
 EV2838  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV2838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2838
 EV2838.The horizontal coordinates were scaled from a topographic map and have
 EV2838.an estimated accuracy of +/- 6 seconds.
 EV2838
 EV2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2838.The vertical order pertains to the NGVD 29 superseded value.
 EV2838
 EV2838.The geoid height was determined by GEOID03.
 EV2838
 EV2838;                    North         East    Units  Estimated Accuracy
 EV2838;SPC CA 5     -   609,340.    2,019,240.      MT  (+/- 180 meters Scaled)
 EV2838
 EV2838                          SUPERSEDED SURVEY CONTROL
 EV2838
 EV2838  NGVD 29 (??/??/92) 1058.651  (m)         3473.26   (f) ADJ UNCH    2 0
 EV2838
 EV2838.Superseded values are not recommended for survey control.
 EV2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2838.See file dsdata.txt to determine how the superseded data were derived.
 EV2838
 EV2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU274162(NAD 83)
 EV2838_MARKER: DD = SURVEY DISK
 EV2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2838_STAMPING: 372.2 C B M 1968
 EV2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2838+STABILITY: SURFACE MOTION
 EV2838
 EV2838  HISTORY     - Date     Condition        Report By
 EV2838  HISTORY     - 1968     MONUMENTED       CADWR
 EV2838  HISTORY     - 1971     GOOD             NGS
 EV2838
 EV2838                          STATION DESCRIPTION
 EV2838
 EV2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2838'9.5 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2838'9.5 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2838'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2838'18 FEET NORTHEAST OF A STEEL BRACE FENCE POST IN THE RIGHT-OF-WAY
 EV2838'FENCE, 0.6 FOOT NORTHWEST OF THE FENCE, ABOUT 7 FEET LOWER THAN
 EV2838'THE NORTHWEST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EV2838'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 26, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3346 ***********************************************************************
 EV3346  DESIGNATION -  372.8 C RESET
 EV3346  PID         -  EV3346
 EV3346  STATE/COUNTY-  CA/LOS ANGELES
 EV3346  USGS QUAD   -  VALYERMO (1995)
 EV3346
 EV3346                         *CURRENT SURVEY CONTROL
 EV3346  ___________________________________________________________________
 EV3346* NAD 83(1986)-  34 29 23.     (N)    117 46 57.     (W)     SCALED    
 EV3346* NAVD 88     -      1057.81   (+/-2cm)    3470.5    (feet)  VERTCON   
 EV3346  ___________________________________________________________________
 EV3346  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EV3346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV3346
 EV3346.The horizontal coordinates were scaled from a topographic map and have
 EV3346.an estimated accuracy of +/- 6 seconds.
 EV3346
 EV3346.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3346.The vertical order pertains to the NGVD 29 superseded value.
 EV3346
 EV3346.The geoid height was determined by GEOID03.
 EV3346
 EV3346;                    North         East    Units  Estimated Accuracy
 EV3346;SPC CA 5     -   609,810.    2,019,980.      MT  (+/- 180 meters Scaled)
 EV3346
 EV3346                          SUPERSEDED SURVEY CONTROL
 EV3346
 EV3346  NGVD 29 (??/??/92) 1056.874  (m)         3467.43   (f) ADJ UNCH    2 0
 EV3346
 EV3346.Superseded values are not recommended for survey control.
 EV3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3346.See file dsdata.txt to determine how the superseded data were derived.
 EV3346
 EV3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU281167(NAD 83)
 EV3346_MARKER: DD = SURVEY DISK
 EV3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3346_STAMPING: 372.8 C RESET 1971
 EV3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3346+STABILITY: SURFACE MOTION
 EV3346
 EV3346  HISTORY     - Date     Condition        Report By
 EV3346  HISTORY     - 1971     MONUMENTED       CADWR
 EV3346  HISTORY     - 1971     GOOD             NGS
 EV3346
 EV3346                          STATION DESCRIPTION
 EV3346
 EV3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV3346'10.1 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV3346'10.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV3346'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV3346'108.0 FEET NORTHWEST OF THE WEST WINGWALL OF THE OVERCHUTE,
 EV3346'2.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.9 FEET SOUTH OF A
 EV3346'WITNESS POST, ABOUT 10 FEET LOWER THAN THE NORTH LEVEE ROAD,
 EV3346'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 EV3346'THE GROUND.  SECTION 25, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0201 ***********************************************************************
 GT0201  DESIGNATION -  3723
 GT0201  PID         -  GT0201
 GT0201  STATE/COUNTY-  CA/INYO
 GT0201  USGS QUAD   -  UNION WASH (1993)
 GT0201
 GT0201                         *CURRENT SURVEY CONTROL
 GT0201  ___________________________________________________________________
 GT0201* NAD 83(1986)-  36 44 24.     (N)    118 04 46.     (W)     SCALED    
 GT0201* NAVD 88     -      1135.59   (+/-2cm)    3725.7    (feet)  VERTCON   
 GT0201  ___________________________________________________________________
 GT0201  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 GT0201  VERT ORDER  -  THIRD (See Below)
 GT0201
 GT0201.The horizontal coordinates were scaled from a topographic map and have
 GT0201.an estimated accuracy of +/- 6 seconds.
 GT0201
 GT0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0201.The vertical order pertains to the NGVD 29 superseded value.
 GT0201
 GT0201.The geoid height was determined by GEOID03.
 GT0201
 GT0201;                    North         East    Units  Estimated Accuracy
 GT0201;SPC CA 4     -   656,480.    2,082,210.      MT  (+/- 180 meters Scaled)
 GT0201
 GT0201                          SUPERSEDED SURVEY CONTROL
 GT0201
 GT0201  NGVD 29 (??/??/??) 1134.52   (m)         3722.2    (f) RESET       3  
 GT0201
 GT0201.Superseded values are not recommended for survey control.
 GT0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0201.See file dsdata.txt to determine how the superseded data were derived.
 GT0201
 GT0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA036665(NAD 83)
 GT0201_MARKER: P = PIPE CAP
 GT0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0201
 GT0201  HISTORY     - Date     Condition        Report By
 GT0201  HISTORY     - UNK      MONUMENTED       USGS
 GT0201  HISTORY     - 1943     GOOD             NGS
 GT0201  HISTORY     - 1962     MARK NOT FOUND   USGS
 GT0201
 GT0201                          STATION DESCRIPTION
 GT0201
 GT0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GT0201'AT MANZANAR.
 GT0201'AT MANZANAR, INYO COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 GT0201'ABOUT 100 FEET NORTH OF THE STATION, AND 30 FEET EAST OF THE
 GT0201'MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GT0201'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.  NOTE-- IT WAS
 GT0201'REPORTED IN OCTOBER 1943 THAT THE RAILROAD STATION WAS RECENTLY
 GT0201'DESTROYED BY FIRE.  HOWEVER, THERE IS A LARGE SIGN ON THE EAST
 GT0201'SIDE OF THE TRACKS AND DIRECTLY OPPOSITE THE DESTROYED STATION
 GT0201'WHICH MAY BE USED AS A REFERENCE POINT.
 GT0201
 GT0201                          STATION RECOVERY (1962)
 GT0201
 GT0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GT0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0166 ***********************************************************************
 GT0166  DESIGNATION -  3728
 GT0166  PID         -  GT0166
 GT0166  STATE/COUNTY-  CA/INYO
 GT0166  USGS QUAD   -  LONE PINE (1994)
 GT0166
 GT0166                         *CURRENT SURVEY CONTROL
 GT0166  ___________________________________________________________________
 GT0166* NAD 83(1986)-  36 36 19.     (N)    118 03 47.     (W)     SCALED    
 GT0166* NAVD 88     -      1136.63   (+/-2cm)    3729.1    (feet)  VERTCON   
 GT0166  ___________________________________________________________________
 GT0166  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GT0166  VERT ORDER  -  THIRD (See Below)
 GT0166
 GT0166.The horizontal coordinates were scaled from a topographic map and have
 GT0166.an estimated accuracy of +/- 6 seconds.
 GT0166
 GT0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0166.The vertical order pertains to the NGVD 29 superseded value.
 GT0166
 GT0166.The geoid height was determined by GEOID03.
 GT0166
 GT0166;                    North         East    Units  Estimated Accuracy
 GT0166;SPC CA 4     -   641,550.    2,083,820.      MT  (+/- 180 meters Scaled)
 GT0166
 GT0166                          SUPERSEDED SURVEY CONTROL
 GT0166
 GT0166  NGVD 29 (??/??/??) 1135.57   (m)         3725.6    (f) RESET       3  
 GT0166
 GT0166.Superseded values are not recommended for survey control.
 GT0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0166.See file dsdata.txt to determine how the superseded data were derived.
 GT0166
 GT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA049516(NAD 83)
 GT0166_MARKER: DD = SURVEY DISK
 GT0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0166_STAMPING: 3728 B 1905
 GT0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0166
 GT0166  HISTORY     - Date     Condition        Report By
 GT0166  HISTORY     - 1905     MONUMENTED       USGS
 GT0166  HISTORY     - 1941     GOOD             NGS
 GT0166  HISTORY     - 1962     MARK NOT FOUND   USGS
 GT0166
 GT0166                          STATION DESCRIPTION
 GT0166
 GT0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GT0166'AT LONE PINE.
 GT0166'AT LONE PINE, INYO COUNTY, ON THE MAIN STREET, AND IN FRONT OF
 GT0166'THE POST OFFICE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GT0166'CAP, STAMPED 3728 B 1905 AND RIVETED ON THE TOP OF A 3 1/2-INCH
 GT0166'IRON PIPE.  NOTE-- IT HAS EVIDENTLY BEEN REMOVED.
 GT0166
 GT0166                          STATION RECOVERY (1962)
 GT0166
 GT0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GT0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2844 ***********************************************************************
 EV2844  DESIGNATION -  373.2 C
 EV2844  PID         -  EV2844
 EV2844  STATE/COUNTY-  CA/LOS ANGELES
 EV2844  USGS QUAD   -  VALYERMO (1995)
 EV2844
 EV2844                         *CURRENT SURVEY CONTROL
 EV2844  ___________________________________________________________________
 EV2844* NAD 83(1986)-  34 29 31.     (N)    117 46 29.     (W)     SCALED    
 EV2844* NAVD 88     -      1058.03   (+/-2cm)    3471.2    (feet)  VERTCON   
 EV2844  ___________________________________________________________________
 EV2844  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2844
 EV2844.The horizontal coordinates were scaled from a topographic map and have
 EV2844.an estimated accuracy of +/- 6 seconds.
 EV2844
 EV2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2844.The vertical order pertains to the NGVD 29 superseded value.
 EV2844
 EV2844.The geoid height was determined by GEOID03.
 EV2844
 EV2844;                    North         East    Units  Estimated Accuracy
 EV2844;SPC CA 5     -   610,050.    2,020,690.      MT  (+/- 180 meters Scaled)
 EV2844
 EV2844                          SUPERSEDED SURVEY CONTROL
 EV2844
 EV2844  NGVD 29 (??/??/92) 1057.092  (m)         3468.14   (f) ADJ UNCH    2 0
 EV2844
 EV2844.Superseded values are not recommended for survey control.
 EV2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2844.See file dsdata.txt to determine how the superseded data were derived.
 EV2844
 EV2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU288169(NAD 83)
 EV2844_MARKER: DD = SURVEY DISK
 EV2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2844_STAMPING: 373.2 C B M 1968
 EV2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2844+STABILITY: SURFACE MOTION
 EV2844
 EV2844  HISTORY     - Date     Condition        Report By
 EV2844  HISTORY     - 1968     MONUMENTED       CADWR
 EV2844  HISTORY     - 1971     GOOD             NGS
 EV2844
 EV2844                          STATION DESCRIPTION
 EV2844
 EV2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2844'10.6 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2844'10.6 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2844'PEARBLOSSOM PUMP PLANT, AT THE CROSSING OF A CONCRETE OVERCHUTE,
 EV2844'44.0 FEET NORTHEAST OF THE EAST END OF THE WING WALL OF THE
 EV2844'OVERCHUTE, 16.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT
 EV2844'EAST OF A WITNESS POST, ABOUT 12 FEET LOWER THAN THE NORTH
 EV2844'LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 EV2844'THE GROUND.  SECTION 25, T5N, R9W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3576 ***********************************************************************
 HT3576  DESIGNATION -  373.95=399
 HT3576  PID         -  HT3576
 HT3576  STATE/COUNTY-  CA/SANTA CRUZ
 HT3576  USGS QUAD   -  FELTON (1991)
 HT3576
 HT3576                         *CURRENT SURVEY CONTROL
 HT3576  ___________________________________________________________________
 HT3576* NAD 83(1986)-  37 04 55.     (N)    122 03 02.     (W)     SCALED    
 HT3576* NAVD 88     -       115.024  (meters)     377.37   (feet)  ADJUSTED  
 HT3576  ___________________________________________________________________
 HT3576  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HT3576  DYNAMIC HT  -         114.939 (meters)     377.10  (feet)  COMP
 HT3576  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 HT3576
 HT3576  VERT ORDER  -  FIRST     CLASS II
 HT3576
 HT3576.The horizontal coordinates were scaled from a topographic map and have
 HT3576.an estimated accuracy of +/- 6 seconds.
 HT3576
 HT3576.The orthometric height was determined by differential leveling
 HT3576.and adjusted in February 1993.
 HT3576
 HT3576.The geoid height was determined by GEOID03.
 HT3576
 HT3576.The dynamic height is computed by dividing the NAVD 88
 HT3576.geopotential number by the normal gravity value computed on the
 HT3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3576.degrees latitude (g = 980.6199 gals.).
 HT3576
 HT3576.The modeled gravity was interpolated from observed gravity values.
 HT3576
 HT3576;                    North         East    Units  Estimated Accuracy
 HT3576;SPC CA 3     -   565,730.    1,862,140.      MT  (+/- 180 meters Scaled)
 HT3576
 HT3576                          SUPERSEDED SURVEY CONTROL
 HT3576
 HT3576  NGVD 29 (10/21/93)  114.188  (m)          374.63   (f) ADJUSTED    1 2
 HT3576
 HT3576.Superseded values are not recommended for survey control.
 HT3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3576.See file dsdata.txt to determine how the superseded data were derived.
 HT3576
 HT3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG843043(NAD 83)
 HT3576_MARKER: DD = SURVEY DISK
 HT3576_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3576_SP_SET: SIDEWALK
 HT3576_STAMPING: 373.95
 HT3576_MARK LOGO: CA-087
 HT3576_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3576+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3576
 HT3576  HISTORY     - Date     Condition        Report By
 HT3576  HISTORY     - UNK      MONUMENTED       CA-087
 HT3576  HISTORY     - 19900425 GOOD             NGS
 HT3576
 HT3576                          STATION DESCRIPTION
 HT3576
 HT3576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3576'3.9 KM (2.4 MI) NORTHERLY ALONG ZAYANTE ROAD FROM ITS INTERSECTION
 HT3576'WITH GRAHAM HILL ROAD IN MOUNT HERMON, SET IN TOP OF THE SOUTH END OF
 HT3576'THE EAST WALKWAY OF A BRIDGE SPANNING ZAYANTE CREEK, 4.5 M (14.8 FT)
 HT3576'EAST OF THE CENTERLINE OF THE ROAD, 0.9 M (3.0 FT) WEST OF THE EAST
 HT3576'BRIDGE RAIL, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0263 ***********************************************************************
 GT0263  DESIGNATION -  3739
 GT0263  PID         -  GT0263
 GT0263  STATE/COUNTY-  CA/INYO
 GT0263  USGS QUAD   -  BEE SPRINGS CANYON (1994)
 GT0263
 GT0263                         *CURRENT SURVEY CONTROL
 GT0263  ___________________________________________________________________
 GT0263* NAD 83(1986)-  36 46 43.     (N)    118 06 00.     (W)     SCALED    
 GT0263* NAVD 88     -      1140.19   (+/-2cm)    3740.8    (feet)  VERTCON   
 GT0263  ___________________________________________________________________
 GT0263  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GT0263  VERT ORDER  -  THIRD (See Below)
 GT0263
 GT0263.The horizontal coordinates were scaled from a topographic map and have
 GT0263.an estimated accuracy of +/- 6 seconds.
 GT0263
 GT0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0263.The vertical order pertains to the NGVD 29 superseded value.
 GT0263
 GT0263.The geoid height was determined by GEOID03.
 GT0263
 GT0263;                    North         East    Units  Estimated Accuracy
 GT0263;SPC CA 4     -   660,750.    2,080,340.      MT  (+/- 180 meters Scaled)
 GT0263
 GT0263                          SUPERSEDED SURVEY CONTROL
 GT0263
 GT0263  NGVD 29 (??/??/??) 1139.15   (m)         3737.4    (f) RESET       3  
 GT0263
 GT0263.Superseded values are not recommended for survey control.
 GT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0263.See file dsdata.txt to determine how the superseded data were derived.
 GT0263
 GT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA018708(NAD 83)
 GT0263_MARKER: P = PIPE CAP
 GT0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0263
 GT0263  HISTORY     - Date     Condition        Report By
 GT0263  HISTORY     - UNK      MONUMENTED       USGS
 GT0263  HISTORY     - 1925     GOOD             NGS
 GT0263  HISTORY     - 1962     MARK NOT FOUND   USGS
 GT0263
 GT0263                          STATION DESCRIPTION
 GT0263
 GT0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 GT0263'3.5 MI N FROM MANZANAR.
 GT0263'ABOUT 3 1/2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GT0263'FROM MANZANAR, INYO COUNTY, 5-3/4 POLES SOUTH OF MILEPOST 552,
 GT0263'35 FEET EAST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 GT0263'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE
 GT0263'TOP OF A 3 1/2-INCH IRON PIPE.
 GT0263
 GT0263                          STATION RECOVERY (1962)
 GT0263
 GT0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GT0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HQ0945 ***********************************************************************
 HQ0945  DESIGNATION -  3739 B 175
 HQ0945  PID         -  HQ0945
 HQ0945  STATE/COUNTY-  CA/INYO
 HQ0945  USGS QUAD   -  SAND SPRING (1987)
 HQ0945
 HQ0945                         *CURRENT SURVEY CONTROL
 HQ0945  ___________________________________________________________________
 HQ0945* NAD 83(1992)-  37 14 39.50600(N)    117 32 00.42643(W)     ADJUSTED  
 HQ0945* NAVD 88     -      1139.75   (+/-2cm)    3739.3    (feet)  VERTCON   
 HQ0945  ___________________________________________________________________
 HQ0945  EPOCH DATE  -        1991.35
 HQ0945  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 HQ0945  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 HQ0945  HORZ ORDER  -  SECOND
 HQ0945  VERT ORDER  -  THIRD ? (See Below)
 HQ0945
 HQ0945.The horizontal coordinates were established by classical geodetic methods
 HQ0945.and adjusted by the National Geodetic Survey in March 1994.
 HQ0945.The horizontal coordinates are valid at the epoch date displayed above.
 HQ0945.The epoch date for horizontal control is a decimal equivalence
 HQ0945.of Year/Month/Day.
 HQ0945
 HQ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0945.The vertical order pertains to the NGVD 29 superseded value.
 HQ0945
 HQ0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0945
 HQ0945.The geoid height was determined by GEOID03.
 HQ0945
 HQ0945;                    North         East     Units Scale Factor Converg.
 HQ0945;SPC CA 4     -   713,044.365 2,130,115.876   MT  0.99999892   +0 52 29.7
 HQ0945;SPC CA 4     - 2,339,379.72  6,988,555.17   sFT  0.99999892   +0 52 29.7
 HQ0945;SPC NV W     - 4,277,254.679   893,143.966   MT  1.00000684   +0 38 07.6
 HQ0945;SPC NV W     -14,032,959.73  2,930,256.50   sFT  1.00000684   +0 38 07.6
 HQ0945;UTM  11      - 4,122,108.025   452,687.662   MT  0.99962757   -0 19 22.3
 HQ0945
 HQ0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0945!SPC CA 4     -   0.99982540  x   0.99999892  =   0.99982432
 HQ0945!SPC NV W     -   0.99982540  x   1.00000684  =   0.99983224
 HQ0945!UTM  11      -   0.99982540  x   0.99962757  =   0.99945304
 HQ0945
 HQ0945                          SUPERSEDED SURVEY CONTROL
 HQ0945
 HQ0945  NAD 83(1986)-  37 14 39.50529(N)    117 32 00.42838(W) AD(1984.00) 2
 HQ0945  NAD 27      -  37 14 39.75100(N)    117 31 57.15200(W) AD(       ) 2
 HQ0945  NGVD 29 (07/19/86) 1138.75   (m)         3736.0    (f) LEVELING    3  
 HQ0945
 HQ0945.Superseded values are not recommended for survey control.
 HQ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0945.See file dsdata.txt to determine how the superseded data were derived.
 HQ0945
 HQ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB5268822108(NAD 83)
 HQ0945_MARKER: DD = SURVEY DISK
 HQ0945_SETTING: 80 = SET IN A BOULDER
 HQ0945_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HQ0945
 HQ0945  HISTORY     - Date     Condition        Report By
 HQ0945  HISTORY     - 1950     MONUMENTED       USGS
 HQ0945
 HQ0945                          STATION DESCRIPTION
 HQ0945
 HQ0945'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 HQ0945'TO REACH STATION BDRY MON 82 OFFSET FROM THE WEST EDGE OF THE TOWN OF
 HQ0945'LIDA, GO SOUTHERLY ON A BLADED ROAD FROM A SIGN ROOSEVELT 15 SAND
 HQ0945'SPRINGS 24 FOR 1.0 MILE TO A FORK.  TURN RIGHT AND FOLLOW
 HQ0945'THE BLADED ROAD AS PER SIGNS SAND SPRINGS FOR A DISTANCE
 HQ0945'OF 18.9 MILES TO A SIGN CALIFORNIA STATE LINE INYO COUNTY AND
 HQ0945'STATION BDRY MON 82 OFFSET ON THE LEFT.  A DRIVE STATION.
 HQ0945'
 HQ0945'A U.S.G.S. BENCH MARK IS SET IN A DRILL HOLE IN A BOULDER
 HQ0945'THAT PROJECTS 6 INCHES.  THE MARKIS ABOUT 18 INCHES HIGHER
 HQ0945'THAN THE STATION MARK AND IS STAMPED 3739 B 1907 175.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0086 ***********************************************************************
 HT0086  DESIGNATION -  374.27 EBMUD
 HT0086  PID         -  HT0086
 HT0086  STATE/COUNTY-  CA/CONTRA COSTA
 HT0086  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0086
 HT0086                         *CURRENT SURVEY CONTROL
 HT0086  ___________________________________________________________________
 HT0086* NAD 83(1986)-  37 53 24.     (N)    122 08 25.     (W)     SCALED    
 HT0086* NAVD 88     -       115.04   (+/-2cm)     377.4    (feet)  VERTCON   
 HT0086  ___________________________________________________________________
 HT0086  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0086  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0086
 HT0086.The horizontal coordinates were scaled from a topographic map and have
 HT0086.an estimated accuracy of +/- 6 seconds.
 HT0086
 HT0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0086.The vertical order pertains to the NGVD 29 superseded value.
 HT0086
 HT0086.The geoid height was determined by GEOID03.
 HT0086
 HT0086;                    North         East    Units  Estimated Accuracy
 HT0086;SPC CA 3     -   655,530.    1,855,730.      MT  (+/- 180 meters Scaled)
 HT0086
 HT0086                          SUPERSEDED SURVEY CONTROL
 HT0086
 HT0086  NGVD 29 (??/??/92)  114.197  (m)          374.66   (f) ADJ UNCH    1 2
 HT0086
 HT0086.Superseded values are not recommended for survey control.
 HT0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0086.See file dsdata.txt to determine how the superseded data were derived.
 HT0086
 HT0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG755939(NAD 83)
 HT0086_MARKER: DD = SURVEY DISK
 HT0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0086_SP_SET: BUILDING
 HT0086_STAMPING: 374.27 4727+89.24 CL 4.98 RT
 HT0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0086
 HT0086  HISTORY     - Date     Condition        Report By
 HT0086  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0086  HISTORY     - 1958     GOOD             NGS
 HT0086  HISTORY     - 1987     GOOD             USPSQD
 HT0086
 HT0086                          STATION DESCRIPTION
 HT0086
 HT0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0086'1.3 MI W FROM LAFAYETTE.
 HT0086'1.3 MILES WEST ALONG MOUNT DIABLO BOULEVARD FROM THE T JUNCTION
 HT0086'OF MORAGA ROAD AT LA FAYETTE, AT THE LA FAYETTE FILTER PLANT AND
 HT0086'BRYANT-COLORADOS PUMPING PLANT, IN THE TOP OF THE NORTH WALL OF
 HT0086'A CONCRETE MANHOLE, ABOUT 350 FEET NORTHEAST OF THE CENTER LINE
 HT0086'OF THE BOULEVARD, 77 FEET NORTHEAST OF THE EAST CORNER OF THE
 HT0086'BRYANT-COLORADOS PUMPING PLANT BUILDING, 11 FEET NORTH OF THE
 HT0086'NORTH CURB OF AN ASPHALT DRIVEWAY LEADING WEST, AND ABOUT 2 FEET
 HT0086'ABOVE THE GROUND.
 HT0086
 HT0086                          STATION RECOVERY (1987)
 HT0086
 HT0086'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3378 ***********************************************************************
 AA3378  DESIGNATION -  3745
 AA3378  PID         -  AA3378
 AA3378  STATE/COUNTY-  CA/LOS ANGELES
 AA3378  USGS QUAD   -  WHITTIER (1981)
 AA3378
 AA3378                         *CURRENT SURVEY CONTROL
 AA3378  ___________________________________________________________________
 AA3378* NAD 83(1986)-  33 54 59.     (N)    118 03 22.     (W)     SCALED    
 AA3378* NAVD 88     -        36.357  (meters)     119.28   (feet)  ADJUSTED  
 AA3378  ___________________________________________________________________
 AA3378  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AA3378  DYNAMIC HT  -          36.318 (meters)     119.15  (feet)  COMP
 AA3378  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 AA3378
 AA3378  VERT ORDER  -  FIRST     CLASS II
 AA3378
 AA3378.The horizontal coordinates were scaled from a topographic map and have
 AA3378.an estimated accuracy of +/- 6 seconds.
 AA3378
 AA3378.The orthometric height was determined by differential leveling
 AA3378.and adjusted in June 1995.
 AA3378
 AA3378.The geoid height was determined by GEOID03.
 AA3378
 AA3378.The dynamic height is computed by dividing the NAVD 88
 AA3378.geopotential number by the normal gravity value computed on the
 AA3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3378.degrees latitude (g = 980.6199 gals.).
 AA3378
 AA3378.The modeled gravity was interpolated from observed gravity values.
 AA3378
 AA3378;                    North         East    Units  Estimated Accuracy
 AA3378;SPC CA 5     -   546,190.    1,994,810.      MT  (+/- 180 meters Scaled)
 AA3378
 AA3378                          SUPERSEDED SURVEY CONTROL
 AA3378
 AA3378.No superseded survey control is available for this station.
 AA3378
 AA3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023533(NAD 83)
 AA3378_MARKER: DD = SURVEY DISK
 AA3378_SETTING: 0 = UNSPECIFIED SETTING
 AA3378_STAMPING: LS 3745 3
 AA3378_MARK LOGO: NONE  
 AA3378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3378+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1994
 AA3378
 AA3378  HISTORY     - Date     Condition        Report By
 AA3378  HISTORY     - UNK      MONUMENTED       RBNF
 AA3378  HISTORY     - 19940803 GOOD             NGS
 AA3378
 AA3378                          STATION DESCRIPTION
 AA3378
 AA3378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3378'IN SANTE FE SPRINGS, AT THE INTERSECTION OF SHOEMAKER AVENUE AND
 AA3378'IMPERIAL HIGHWAY, A DISK NEAR THE CENTER OF A 4-INCH METAL PIPE FILLED
 AA3378'WITH CONCRETE, 42.9 M (140.7 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 AA3378'LANES OF THE HIGHWAY, 7.6 M (24.9 FT) WEST OF THE EXTENDED CENTER OF
 AA3378'THE AVENUE, 6.6 M (21.7 FT) WEST-SOUTHWEST OF TRIANGULATION STATION NW
 AA3378'BASE AUX 3, 3.1 M (10.2 FT) SOUTHEAST OF A CHAIN-LINK FENCE CORNER,
 AA3378'0.8 M (2.6 FT) SOUTH OF THE FENCE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AA3378'THE HIGHWAY, AND THE PIPE PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AA3378'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE GOLDEN WEST
 AA3378'REFINING COMPANY, 13539 EAST FOSTER ROAD, P.O. BOX 2128, SANTA FE
 AA3378'SPRINGS, CA 90670.  CONTACT DAVE DRAGT, TELEPHONE NUMBER (310)
 AA3378'921-3581 EXTENSION 376.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0225 ***********************************************************************
 LT0225  DESIGNATION -  3746.6 USGS
 LT0225  PID         -  LT0225
 LT0225  STATE/COUNTY-  CA/SHASTA
 LT0225  USGS QUAD   -  HOGBACK RIDGE (1995)
 LT0225
 LT0225                         *CURRENT SURVEY CONTROL
 LT0225  ___________________________________________________________________
 LT0225* NAD 83(1986)-  40 55 30.     (N)    121 27 25.     (W)     SCALED    
 LT0225* NAVD 88     -      1143.249  (meters)    3750.81   (feet)  ADJUSTED  
 LT0225  ___________________________________________________________________
 LT0225  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 LT0225  DYNAMIC HT  -        1142.424 (meters)    3748.10  (feet)  COMP
 LT0225  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 LT0225
 LT0225  VERT ORDER  -  FIRST     CLASS II
 LT0225
 LT0225.The horizontal coordinates were scaled from a topographic map and have
 LT0225.an estimated accuracy of +/- 6 seconds.
 LT0225
 LT0225.The orthometric height was determined by differential leveling
 LT0225.and adjusted in June 1991.
 LT0225
 LT0225.The geoid height was determined by GEOID03.
 LT0225
 LT0225.The dynamic height is computed by dividing the NAVD 88
 LT0225.geopotential number by the normal gravity value computed on the
 LT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0225.degrees latitude (g = 980.6199 gals.).
 LT0225
 LT0225.The modeled gravity was interpolated from observed gravity values.
 LT0225
 LT0225;                    North         East    Units  Estimated Accuracy
 LT0225;SPC CA 1     -   676,880.    2,045,740.      MT  (+/- 180 meters Scaled)
 LT0225
 LT0225                          SUPERSEDED SURVEY CONTROL
 LT0225
 LT0225  NGVD 29 (??/??/??) 1142.252  (m)         3747.54   (f) ADJUSTED    1 2
 LT0225
 LT0225.Superseded values are not recommended for survey control.
 LT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0225.See file dsdata.txt to determine how the superseded data were derived.
 LT0225
 LT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL299315(NAD 83)
 LT0225_MARKER: N = NAIL
 LT0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0225_SP_SET: TREE
 LT0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0225
 LT0225  HISTORY     - Date     Condition        Report By
 LT0225  HISTORY     - UNK      MONUMENTED       USGS
 LT0225  HISTORY     - 1935     GOOD             NGS
 LT0225
 LT0225                          STATION DESCRIPTION
 LT0225
 LT0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0225'6.3 MI SW FROM FALL RIVER MILLS.
 LT0225'6.3 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY FROM
 LT0225'FALL RIVER MILLS, SHASTA COUNTY, AT THE BOTTOM OF A HAIRPIN
 LT0225'TURN ON A GRADE, ABOUT 300 FEET SOUTH OF A TREE ON THE SHASTA
 LT0225'NATIONAL FOREST BOUNDARY, 82 FEET SOUTHWEST OF THE CENTERLINE
 LT0225'OF THE ROAD, AND IN THE ROOT ON THE NORTH SIDE OF A 30-INCH
 LT0225'PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 LT0225'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0762 ***********************************************************************
 GU0762  HT_MOD      -  This is a Height Modernization Survey Station.
 GU0762  DESIGNATION -  375 USE
 GU0762  PID         -  GU0762
 GU0762  STATE/COUNTY-  CA/FRESNO
 GU0762  USGS QUAD   -  POSO FARM (1984)
 GU0762
 GU0762                         *CURRENT SURVEY CONTROL
 GU0762  ___________________________________________________________________
 GU0762* NAD 83(2007)-  36 58 58.85828(N)    120 30 03.07911(W)     ADJUSTED  
 GU0762* NAVD 88     -        40.09   (meters)     131.5    (feet)  GPS OBS   
 GU0762  ___________________________________________________________________
 GU0762  EPOCH DATE  -        2007.00
 GU0762  X           -  -2,589,086.192 (meters)                     COMP
 GU0762  Y           -  -4,395,246.105 (meters)                     COMP
 GU0762  Z           -   3,815,891.903 (meters)                     COMP
 GU0762  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 GU0762  ELLIP HEIGHT-           6.975 (meters)          (02/10/07) ADJUSTED
 GU0762  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 GU0762
 GU0762  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU0762  Type    PID    Designation                      North   East  Ellip
 GU0762  -------------------------------------------------------------------
 GU0762  NETWORK GU0762 375 USE                           2.29   2.18   4.57
 GU0762  -------------------------------------------------------------------
 GU0762
 GU0762.The horizontal coordinates were established by GPS observations
 GU0762.and adjusted by the National Geodetic Survey in February 2007.
 GU0762
 GU0762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU0762.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU0762.The horizontal coordinates are valid at the epoch date displayed above.
 GU0762.The epoch date for horizontal control is a decimal equivalence
 GU0762.of Year/Month/Day.
 GU0762
 GU0762.The orthometric height was determined by GPS observations and a
 GU0762.high-resolution geoid model.
 GU0762.The orthometric height was determined by GPS observations and a
 GU0762.high-resolution geoid model using precise GPS observation and
 GU0762.processing techniques.
 GU0762
 GU0762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU0762
 GU0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU0762
 GU0762.The ellipsoidal height was determined by GPS observations
 GU0762.and is referenced to NAD 83.
 GU0762
 GU0762.The geoid height was determined by GEOID03.
 GU0762
 GU0762;                    North         East     Units Scale Factor Converg.
 GU0762;SPC CA 4     -   684,097.553 1,866,387.418   MT  0.99996014   -0 53 43.4
 GU0762;SPC CA 4     - 2,244,410.06  6,123,306.05   sFT  0.99996014   -0 53 43.4
 GU0762;UTM  10      - 4,095,907.670   722,433.173   MT  1.00020955   +1 30 14.6
 GU0762
 GU0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU0762!SPC CA 4     -   0.99999891  x   0.99996014  =   0.99995905
 GU0762!UTM  10      -   0.99999891  x   1.00020955  =   1.00020846
 GU0762
 GU0762                          SUPERSEDED SURVEY CONTROL
 GU0762
 GU0762  NAD 83(1998)-  36 58 58.85713(N)    120 30 03.07887(W) AD(2004.50) B
 GU0762  ELLIP H (06/30/05)    6.998  (m)                       GP(       ) 4 1
 GU0762  NGVD 29 (??/??/??)   40.36   (m)          132.4    (f) RESET       3  
 GU0762
 GU0762.Superseded values are not recommended for survey control.
 GU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0762.See file dsdata.txt to determine how the superseded data were derived.
 GU0762
 GU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2243395908(NAD 83)
 GU0762_MARKER: DD = SURVEY DISK
 GU0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0762_SP_SET: BRIDGE ABUTMENT
 GU0762_STAMPING: USED BM NO. 375 ELEV 1385
 GU0762_MARK LOGO: USE   
 GU0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0762+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 GU0762
 GU0762  HISTORY     - Date     Condition        Report By
 GU0762  HISTORY     - UNK      MONUMENTED       DOD
 GU0762  HISTORY     - 1965     GOOD             NGS
 GU0762  HISTORY     - 20040519 GOOD             CADT
 GU0762
 GU0762                          STATION DESCRIPTION
 GU0762
 GU0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GU0762'11.4 MI N FROM FIREBAUGH.
 GU0762'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 GU0762'THE STATION AT FIREBAUGH, THENCE 11.05 MILES NORTH ALONG THE
 GU0762'WEST LEVEE ROAD OF THE POSO CANAL, 0.05 MILES NORTH OF THE
 GU0762'JUNCTION OF VALERIA ROAD, AT THE CONFLUENCE OF THE POSO CANAL
 GU0762'AND THE ARROYO CANAL, IN THE TOP OF THE WEST END OF THE SOUTH
 GU0762'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER ARROYO CANAL, 14
 GU0762'FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD OF POSO
 GU0762'CANAL, 0.9 FOOT EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT
 GU0762'LEVEL WITH THE ROAD.
 GU0762
 GU0762                          STATION RECOVERY (2004)
 GU0762
 GU0762'RECOVERY NOTE BY CALTRANS 2004 (DK)
 GU0762'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS
 GU0762'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 GU0762'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1119 ***********************************************************************
 DY1119  DESIGNATION -  375.14 USE
 DY1119  PID         -  DY1119
 DY1119  STATE/COUNTY-  CA/LOS ANGELES
 DY1119  USGS QUAD   -  SAN PEDRO (1981)
 DY1119
 DY1119                         *CURRENT SURVEY CONTROL
 DY1119  ___________________________________________________________________
 DY1119* NAD 83(1986)-  33 43 24.     (N)    118 18 46.     (W)     SCALED    
 DY1119* NAVD 88     -       115.02   (+/-2cm)     377.4    (feet)  VERTCON   
 DY1119  ___________________________________________________________________
 DY1119  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY1119  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1119
 DY1119.The horizontal coordinates were scaled from a topographic map and have
 DY1119.an estimated accuracy of +/- 6 seconds.
 DY1119
 DY1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1119.The vertical order pertains to the NGVD 29 superseded value.
 DY1119
 DY1119.The geoid height was determined by GEOID03.
 DY1119
 DY1119;                    North         East    Units  Estimated Accuracy
 DY1119;SPC CA 5     -   524,820.    1,971,010.      MT  (+/- 180 meters Scaled)
 DY1119
 DY1119                          SUPERSEDED SURVEY CONTROL
 DY1119
 DY1119  NGVD 29 (??/??/92)  114.28   (m)          374.9    (f) COMPUTED    1 2
 DY1119
 DY1119.Superseded values are not recommended for survey control.
 DY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1119.See file dsdata.txt to determine how the superseded data were derived.
 DY1119
 DY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT783322(NAD 83)
 DY1119_MARKER: DD = SURVEY DISK
 DY1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1119_SP_SET: CONCRETE BASE
 DY1119_STAMPING: 375.14
 DY1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1119
 DY1119  HISTORY     - Date     Condition        Report By
 DY1119  HISTORY     - UNK      MONUMENTED       DOD
 DY1119  HISTORY     - 1960     GOOD             NGS
 DY1119  HISTORY     - 1971     MARK NOT FOUND   NGS
 DY1119  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY1119
 DY1119                          STATION DESCRIPTION
 DY1119
 DY1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1119'1.2 MI W FROM SAN PEDRO.
 DY1119'1.2 MILES WEST ALONG TWENTY FIFTH STREET FROM THE INTERSECTION OF
 DY1119'GAFFEY STREET IN SAN PEDRO, AT THE SOUTH CORNER OF THE INTERSECTION
 DY1119'OF WESTERN AVENUE, IN TOP OF THE SOUTHWEST EDGE OF A ROUND CONCRETE
 DY1119'BASE SUPPORTING A FLAG POLE AT THE HEADQUARTERS OF THE SOUTHERN
 DY1119'CALIFORNIA SECTOR OF XV U.S. ARMY CORPS., 46 FEET SOUTHWEST OF THE
 DY1119'CENTER LINE OF THE STREET, 50 FEET SOUTHEAST OF THE CENTER LINE OF
 DY1119'THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 DY1119
 DY1119                          STATION RECOVERY (1971)
 DY1119
 DY1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DY1119'MARK NOT FOUND.
 DY1119
 DY1119                          STATION RECOVERY (1978)
 DY1119
 DY1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0224 ***********************************************************************
 LT0224  DESIGNATION -  3750.1 USGS
 LT0224  PID         -  LT0224
 LT0224  STATE/COUNTY-  CA/SHASTA
 LT0224  USGS QUAD   -  HOGBACK RIDGE (1995)
 LT0224
 LT0224                         *CURRENT SURVEY CONTROL
 LT0224  ___________________________________________________________________
 LT0224* NAD 83(1986)-  40 55 26.     (N)    121 28 16.     (W)     SCALED    
 LT0224* NAVD 88     -      1144.26   (+/-2cm)    3754.1    (feet)  VERTCON   
 LT0224  ___________________________________________________________________
 LT0224  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 LT0224  VERT ORDER  -  ? (See Below)
 LT0224
 LT0224.The horizontal coordinates were scaled from a topographic map and have
 LT0224.an estimated accuracy of +/- 6 seconds.
 LT0224
 LT0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0224.The vertical order pertains to the NGVD 29 superseded value.
 LT0224
 LT0224.The geoid height was determined by GEOID03.
 LT0224
 LT0224;                    North         East    Units  Estimated Accuracy
 LT0224;SPC CA 1     -   676,750.    2,044,540.      MT  (+/- 180 meters Scaled)
 LT0224
 LT0224                          SUPERSEDED SURVEY CONTROL
 LT0224
 LT0224  NGVD 29 (??/??/??) 1143.288  (m)         3750.94   (f) ADJUSTED    ?  
 LT0224
 LT0224.Superseded values are not recommended for survey control.
 LT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0224.See file dsdata.txt to determine how the superseded data were derived.
 LT0224
 LT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL287314(NAD 83)
 LT0224_MARKER: Q = CHISELED SQUARE
 LT0224_SETTING: 66 = SET IN ROCK OUTCROP
 LT0224_SP_SET: SET IN ROCK OUTCROP
 LT0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LT0224+STABILITY: POSITION/ELEVATION WELL
 LT0224
 LT0224  HISTORY     - Date     Condition        Report By
 LT0224  HISTORY     - UNK      MONUMENTED       USGS
 LT0224  HISTORY     - 1935     GOOD             NGS
 LT0224
 LT0224                          STATION DESCRIPTION
 LT0224
 LT0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0224'7.1 MI SW FROM FALL RIVER MILLS.
 LT0224'7.1 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY
 LT0224'FROM FALL RIVER MILLS, SHASTA COUNTY, 45 FEET EAST OF THE
 LT0224'T-JUNCTION OF A ROAD LEADING SOUTHEAST, AND ON THE TOP OF A
 LT0224'LAVA OUTCROP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1842 ***********************************************************************
 GT1842  DESIGNATION -  3758 VA
 GT1842  PID         -  GT1842
 GT1842  STATE/COUNTY-  CA/TULARE
 GT1842  USGS QUAD   -  GLOBE (1977)
 GT1842
 GT1842                         *CURRENT SURVEY CONTROL
 GT1842  ___________________________________________________________________
 GT1842* NAD 83(1992)-  36 03 28.08366(N)    118 47 07.61860(W)     ADJUSTED  
 GT1842* NAVD 88     -      1152.     (meters)    3780.     (feet)  SCALED    
 GT1842  ___________________________________________________________________
 GT1842  EPOCH DATE  -        1991.35
 GT1842  LAPLACE CORR-          14.20  (seconds)                    DEFLEC99
 GT1842  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 GT1842  HORZ ORDER  -  SECOND
 GT1842
 GT1842.The horizontal coordinates were established by classical geodetic methods
 GT1842.and adjusted by the National Geodetic Survey in March 1994.
 GT1842.The horizontal coordinates are valid at the epoch date displayed above.
 GT1842.The epoch date for horizontal control is a decimal equivalence
 GT1842.of Year/Month/Day.
 GT1842
 GT1842.The orthometric height was scaled from a topographic map.
 GT1842
 GT1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT1842
 GT1842.The geoid height was determined by GEOID03.
 GT1842
 GT1842;                    North         East     Units Scale Factor Converg.
 GT1842;SPC CA 4     -   580,409.997 2,019,330.310   MT  0.99998958   +0 07 40.8
 GT1842;SPC CA 4     - 1,904,228.47  6,625,086.19   sFT  0.99998958   +0 07 40.8
 GT1842;UTM  11      - 3,991,834.516   339,191.116   MT  0.99991864   -1 03 04.1
 GT1842
 GT1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT1842!SPC CA 4     -   0.99982399  x   0.99998958  =   0.99981357
 GT1842!UTM  11      -   0.99982399  x   0.99991864  =   0.99974264
 GT1842
 GT1842                          SUPERSEDED SURVEY CONTROL
 GT1842
 GT1842  NAD 83(1986)-  36 03 28.07936(N)    118 47 07.61593(W) AD(1984.00) 2
 GT1842  NAD 27      -  36 03 28.26600(N)    118 47 04.29300(W) AD(       ) 2
 GT1842
 GT1842.Superseded values are not recommended for survey control.
 GT1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1842.See file dsdata.txt to determine how the superseded data were derived.
 GT1842
 GT1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV3919191835(NAD 83)
 GT1842
 GT1842  HISTORY     - Date     Condition        Report By
 GT1842  HISTORY     - 1952     MONUMENTED       CGS
 GT1842  HISTORY     - 1962     SEE DESCRIPTION  CGS
 GT1842
 GT1842                          STATION DESCRIPTION
 GT1842
 GT1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 GT1842'THE STATION IS LOCATED ABOUT 14 MILES EAST OF PORTERVILLE
 GT1842'AND 4-1/2 MILES SOUTH OF SPRINGVILLE, ON THE HIGHEST PART
 GT1842'OF A ROCKY, TREE-COVERED MOUNTAIN THAT IS KNOWN LOCALLY AS
 GT1842'COW MOUNTAIN.  IT IS ON THE NORTH-NORTHWEST BOUNDARY OF THE
 GT1842'TULE RIVER INDIAN RESERVATION.
 GT1842'
 GT1842'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE HIGHEST
 GT1842'PART OF A LARGE BOULDER THAT PROJECTS ABOUT 30 FEET.  THE
 GT1842'MARK IS NOT STAMPED AND IS 1.000 METER NORTH-NORTHWEST OF
 GT1842'TRIANGULATION STATION COW.
 GT1842
 GT1842                          STATION RECOVERY (1962)
 GT1842
 GT1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GT1842'MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCE
 GT1842'AND DIRECTION WERE CHECKED TO TRIANGULATION STATION COW 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5149 ***********************************************************************
 EW5149  DESIGNATION -  377
 EW5149  PID         -  EW5149
 EW5149  STATE/COUNTY-  CA/VENTURA
 EW5149  USGS QUAD   -  CAMARILLO (1967)
 EW5149
 EW5149                         *CURRENT SURVEY CONTROL
 EW5149  ___________________________________________________________________
 EW5149* NAD 83(1986)-  34 08 31.     (N)    119 06 20.     (W)     SCALED    
 EW5149* NAVD 88     -         5.113  (meters)      16.77   (feet)  READJUSTED
 EW5149  ___________________________________________________________________
 EW5149  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 EW5149  DYNAMIC HT  -           5.110 (meters)      16.77  (feet)  COMP
 EW5149  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 EW5149
 EW5149  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW5149
 EW5149.The horizontal coordinates were scaled from a topographic map and have
 EW5149.an estimated accuracy of +/- 6 seconds.
 EW5149
 EW5149.The orthometric height was determined by differential leveling
 EW5149.and adjusted in February 1993.
 EW5149.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW5149.distribution rate of 2.1 thru 3.0 mm/km.
 EW5149.The height was derived from older observations constrained to new
 EW5149.heights in a crustal motion area.  The height is approximate in
 EW5149.relation to other heights in its vicinity.
 EW5149
 EW5149.The geoid height was determined by GEOID03.
 EW5149
 EW5149.The dynamic height is computed by dividing the NAVD 88
 EW5149.geopotential number by the normal gravity value computed on the
 EW5149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5149.degrees latitude (g = 980.6199 gals.).
 EW5149
 EW5149.The modeled gravity was interpolated from observed gravity values.
 EW5149
 EW5149;                    North         East    Units  Estimated Accuracy
 EW5149;SPC CA 5     -   571,770.    1,898,040.      MT  (+/- 180 meters Scaled)
 EW5149
 EW5149                          SUPERSEDED SURVEY CONTROL
 EW5149
 EW5149  NGVD 29 (??/??/92)    4.375  (m)           14.35   (f) ADJ UNCH    1 1
 EW5149
 EW5149.Superseded values are not recommended for survey control.
 EW5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5149.See file dsdata.txt to determine how the superseded data were derived.
 EW5149
 EW5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT058798(NAD 83)
 EW5149_MARKER: DD = SURVEY DISK
 EW5149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5149_SP_SET: CATCH BASIN
 EW5149_STAMPING: 377
 EW5149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5149
 EW5149  HISTORY     - Date     Condition        Report By
 EW5149  HISTORY     - UNK      MONUMENTED       CADH
 EW5149  HISTORY     - 1969     GOOD
 EW5149  HISTORY     - 1977     GOOD             NGS
 EW5149  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW5149
 EW5149                          STATION DESCRIPTION
 EW5149
 EW5149'DESCRIBED 1969
 EW5149'5.5 MI SE FROM OXNARD.
 EW5149'5.5 MILES SOUTHEAST OF OXNARD, 0.6 OF A MILE FROM THE
 EW5149'INTERSECTION OF HIGHWAY 1 AND HUENEME ROAD SOUTHERLY ALONG
 EW5149'HIGHWAY 1, A STANDARD STATE BENCH MARK MONUMENT STAMPED
 EW5149'CALIFORNIA DIVISION OF HIGHWAYS BM 377, SET FLUSH IN THE NORTH
 EW5149'CORNER OF A 3 FOOT X 4 FOOT CONCRETE FREEWAY CATCH BASIN IN THE
 EW5149'CENTER OF THE MEDIAN STRIP AT MILEAGE POST 12.28.
 EW5149
 EW5149                          STATION RECOVERY (1977)
 EW5149
 EW5149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5149'RECOVERED IN GOOD CONDITION.
 EW5149
 EW5149                          STATION RECOVERY (1989)
 EW5149
 EW5149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5149'THE CORNER OF THE CATCH BASIN HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0160 ***********************************************************************
 DZ0160  DESIGNATION -  377 LA
 DZ0160  PID         -  DZ0160
 DZ0160  STATE/COUNTY-  CA/SAN LUIS OBISPO
 DZ0160  USGS QUAD   -  SANTA MARIA (1982)
 DZ0160
 DZ0160                         *CURRENT SURVEY CONTROL
 DZ0160  ___________________________________________________________________
 DZ0160* NAD 83(1986)-  34 59 28.     (N)    120 22 46.     (W)     SCALED    
 DZ0160* NAVD 88     -       116.37   (+/-2cm)     381.8    (feet)  VERTCON   
 DZ0160  ___________________________________________________________________
 DZ0160  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 DZ0160  VERT ORDER  -  FIRST     CLASS I (See Below)
 DZ0160
 DZ0160.The horizontal coordinates were scaled from a topographic map and have
 DZ0160.an estimated accuracy of +/- 6 seconds.
 DZ0160
 DZ0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0160.The vertical order pertains to the NGVD 29 superseded value.
 DZ0160
 DZ0160.The geoid height was determined by GEOID03.
 DZ0160
 DZ0160;                    North         East    Units  Estimated Accuracy
 DZ0160;SPC CA 5     -   667,970.    1,782,800.      MT  (+/- 180 meters Scaled)
 DZ0160
 DZ0160                          SUPERSEDED SURVEY CONTROL
 DZ0160
 DZ0160  NGVD 29 (??/??/92)  115.537  (m)          379.06   (f) ADJ UNCH    1 1
 DZ0160
 DZ0160.Superseded values are not recommended for survey control.
 DZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0160.See file dsdata.txt to determine how the superseded data were derived.
 DZ0160
 DZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD391751(NAD 83)
 DZ0160_MARKER: P = PIPE CAP
 DZ0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0160_STAMPING: 377 LA
 DZ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0160
 DZ0160  HISTORY     - Date     Condition        Report By
 DZ0160  HISTORY     - UNK      MONUMENTED       USGS
 DZ0160  HISTORY     - 1970     GOOD             NGS
 DZ0160
 DZ0160                          STATION DESCRIPTION
 DZ0160
 DZ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DZ0160'4.8 MI NE FROM SANTA MARIA.
 DZ0160'1.85 MILES EAST ALONG EAST DONOVAN ROAD FROM THE JUNCTION OF
 DZ0160'NORTH BROADWAY AT SANTA MARIA, THENCE 2.6 MILES NORTHEAST
 DZ0160'ALONG SUEY CROSSING ROAD, THENCE 0.25 MILE SOUTHEAST ALONG AN
 DZ0160'ASPHALT DRIVEWAY OF THE SUEY RANCH, THENCE 0.1 MILE SOUTH ALONG
 DZ0160'A DIRT ROAD, 0.05 MILE SOUTH OF A WOODEN BRIDGE ACROSS SUEY CREEK,
 DZ0160'AT A POINT WHERE ROAD CROSSES A STEEL CATTLEGUARD, 128.5 FEET
 DZ0160'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 39 FEET
 DZ0160'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33.0 FEET SOUTHWEST
 DZ0160'OF THE SOUTHWEST CORNER OF THE CATTLEGUARD, 29 1/2 FEET SOUTHWEST
 DZ0160'OF A FENCE CORNER, 0.4 FOOT NORTHWEST OF A FENCE, 1.1 FEET
 DZ0160'SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 DZ0160'ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 DZ0160'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5150 ***********************************************************************
 EW5150  DESIGNATION -  377 RM 1
 EW5150  PID         -  EW5150
 EW5150  STATE/COUNTY-  CA/VENTURA
 EW5150  USGS QUAD   -  CAMARILLO (1967)
 EW5150
 EW5150                         *CURRENT SURVEY CONTROL
 EW5150  ___________________________________________________________________
 EW5150* NAD 83(1986)-  34 08 30.     (N)    119 06 21.     (W)     SCALED    
 EW5150* NAVD 88     -         4.970  (meters)      16.31   (feet)  ADJUSTED  
 EW5150  ___________________________________________________________________
 EW5150  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 EW5150  DYNAMIC HT  -           4.965 (meters)      16.29  (feet)  COMP
 EW5150  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 EW5150
 EW5150  VERT ORDER  -  FIRST     CLASS I
 EW5150
 EW5150.The horizontal coordinates were scaled from a topographic map and have
 EW5150.an estimated accuracy of +/- 6 seconds.
 EW5150
 EW5150.The orthometric height was determined by differential leveling
 EW5150.and adjusted in June 1991.
 EW5150.WARNING-Repeat measurements at this control monument indicate possible
 EW5150.vertical movement.
 EW5150
 EW5150.The geoid height was determined by GEOID03.
 EW5150
 EW5150.The dynamic height is computed by dividing the NAVD 88
 EW5150.geopotential number by the normal gravity value computed on the
 EW5150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5150.degrees latitude (g = 980.6199 gals.).
 EW5150
 EW5150.The modeled gravity was interpolated from observed gravity values.
 EW5150
 EW5150;                    North         East    Units  Estimated Accuracy
 EW5150;SPC CA 5     -   571,740.    1,898,010.      MT  (+/- 180 meters Scaled)
 EW5150
 EW5150                          SUPERSEDED SURVEY CONTROL
 EW5150
 EW5150  NGVD 29 (??/??/92)    4.266  (m)           14.00   (f) ADJ UNCH    1 1
 EW5150
 EW5150.Superseded values are not recommended for survey control.
 EW5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5150.See file dsdata.txt to determine how the superseded data were derived.
 EW5150
 EW5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT058798(NAD 83)
 EW5150_MARKER: DB = BENCH MARK DISK
 EW5150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5150_SP_SET: HEADWALL
 EW5150_STAMPING: 377 RM 1 1973
 EW5150_MARK LOGO: CA-111
 EW5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5150+STABILITY: SURFACE MOTION
 EW5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5150+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2008
 EW5150
 EW5150  HISTORY     - Date     Condition        Report By
 EW5150  HISTORY     - 1973     MONUMENTED       CA-111
 EW5150  HISTORY     - 1977     GOOD             NGS
 EW5150  HISTORY     - 19890515 GOOD             NGS
 EW5150  HISTORY     - 20080116 GOOD             GEOCAC
 EW5150
 EW5150                          STATION DESCRIPTION
 EW5150
 EW5150'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW5150'IN OXNARD.
 EW5150'5.5 MILES SOUTHEAST OXNARD, 0.6 OF A MILE FROM THE INTERSCTION OF
 EW5150'HIGHWAY AND HUENEME ROAD SOUTHERLY ALONG HIGHWAY 1 AT A CULVERT
 EW5150'NAPKED A 377+17 AND MILEAGE POST 12.28, AT THE NORTHERLY END OF A 9
 EW5150'INCH X 7 FOOT 6 INCH CONCRETE HEADWALL ON THE WESTERLY SIDE OF HIGHWAY
 EW5150'1. A STANDARD VENTURA COUNTY BENCH MARK MONUMENT STAMPED 1973 377 RM-1
 EW5150
 EW5150                          STATION RECOVERY (1977)
 EW5150
 EW5150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5150'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 EW5150'SAVIERS ROAD AND WOOLEY ROAD AT OXNARD, 0.75 MILE MILE SOUTHEAST OF
 EW5150'THE HUENEME ROAD OVERPASS,AT MILE POST 12.28, IN TOP OF THE NORTHWEST
 EW5150'END OF THE SOUTHEAST HEADWALL OF CULVERT 377-17 UNDER THE HIGHWAY,
 EW5150'30.5 FT. SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF
 EW5150'THE HIGHWAY, 1.0 FT. SOUTHWEST OF A 6-FT. CHAIN LINK FENCE, 16 FT.
 EW5150'NORTHEAST OF THE CENTER LINE OF A FRONTAGE ROAD.
 EW5150
 EW5150                          STATION RECOVERY (1989)
 EW5150
 EW5150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5150'RECOVERED IN GOOD CONDITION.
 EW5150
 EW5150                          STATION RECOVERY (2008)
 EW5150
 EW5150'RECOVERY NOTE BY GEOCACHING 2008 (JBC)
 EW5150'NOTE THE FOLLOWING CORRECTIONS TO THE 1978 RECOVERY.
 EW5150' 
 EW5150'CHANGE 'MILE POST 12.28' TO MILE POST 12.31. CHANGE '1.0 FT. SOUTHWEST
 EW5150'OF A 6-FT. CHAIN LINK FENCE' TO 2 INCHES NORTHEAST OF A 6-FOOT CHAIN
 EW5150'LINK FENCE. CHANGE '16 FT. NORTHEAST OF THE CENTER LINE OF A FRONTAGE
 EW5150'ROAD' TO 21 FEET NORTHEAST OF THE CENTER LINE OF A FRONTAGE ROAD
 EW5150'(NAVALAIR ROAD), AND DIRECTLY ACROSS THE ROAD FROM THE SAN MIGUEL
 EW5150'PRODUCE FACILITY, AT 4444 NAVALAIR ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1518 ***********************************************************************
 EW1518  DESIGNATION -  377.148 C OF LA
 EW1518  PID         -  EW1518
 EW1518  STATE/COUNTY-  CA/LOS ANGELES
 EW1518  USGS QUAD   -  HOLLYWOOD (1994)
 EW1518
 EW1518                         *CURRENT SURVEY CONTROL
 EW1518  ___________________________________________________________________
 EW1518* NAD 83(1986)-  34 05 53.     (N)    118 21 33.     (W)     SCALED    
 EW1518* NAVD 88     -       115.74   (+/-2cm)     379.7    (feet)  VERTCON   
 EW1518  ___________________________________________________________________
 EW1518  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1518  VERT ORDER  -  THIRD (See Below)
 EW1518
 EW1518.The horizontal coordinates were scaled from a topographic map and have
 EW1518.an estimated accuracy of +/- 6 seconds.
 EW1518
 EW1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1518.The vertical order pertains to the NGVD 29 superseded value.
 EW1518
 EW1518.The geoid height was determined by GEOID03.
 EW1518
 EW1518;                    North         East    Units  Estimated Accuracy
 EW1518;SPC CA 5     -   566,400.    1,966,860.      MT  (+/- 180 meters Scaled)
 EW1518
 EW1518                          SUPERSEDED SURVEY CONTROL
 EW1518
 EW1518  NGVD 29 (??/??/??)  114.96   (m)          377.2    (f) RESET       3  
 EW1518
 EW1518.Superseded values are not recommended for survey control.
 EW1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1518.See file dsdata.txt to determine how the superseded data were derived.
 EW1518
 EW1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT746738(NAD 83)
 EW1518_MARKER: S = SPIKE
 EW1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1518_SP_SET: CATCH BASIN
 EW1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1518
 EW1518  HISTORY     - Date     Condition        Report By
 EW1518  HISTORY     - UNK      MONUMENTED       CA1980
 EW1518  HISTORY     - 1945     GOOD             NGS
 EW1518
 EW1518                          STATION DESCRIPTION
 EW1518
 EW1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1518'AT LOS ANGELES.
 EW1518'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND OGDEN
 EW1518'DRIVE, IN THE WEST CURB OF OGDEN DRIVE, 23.4 FEET NORTH OF THE
 EW1518'NORTH CURBLINE OF SUNSET BOULEVARD AND IN THE SOUTH END OF A
 EW1518'CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0846 ***********************************************************************
 MX0846  DESIGNATION -  378 USGS
 MX0846  PID         -  MX0846
 MX0846  STATE/COUNTY-  CA/DEL NORTE
 MX0846  USGS QUAD   -  GASQUET (1981)
 MX0846
 MX0846                         *CURRENT SURVEY CONTROL
 MX0846  ___________________________________________________________________
 MX0846* NAD 83(1986)-  41 50 45.     (N)    123 57 49.     (W)     SCALED    
 MX0846* NAVD 88     -       116.448  (meters)     382.05   (feet)  POSTED    
 MX0846  ___________________________________________________________________
 MX0846  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MX0846  DYNAMIC HT  -         116.400 (meters)     381.89  (feet)  COMP
 MX0846  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 MX0846
 MX0846  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0846
 MX0846.The horizontal coordinates were scaled from a topographic map and have
 MX0846.an estimated accuracy of +/- 6 seconds.
 MX0846
 MX0846.The orthometric height was determined by differential leveling
 MX0846.and adjusted by the  in 1992.
 MX0846.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0846.rate of 1.1 thru 2.0 mm/km.
 MX0846
 MX0846.The geoid height was determined by GEOID03.
 MX0846
 MX0846.The dynamic height is computed by dividing the NAVD 88
 MX0846.geopotential number by the normal gravity value computed on the
 MX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0846.degrees latitude (g = 980.6199 gals.).
 MX0846
 MX0846.The modeled gravity was interpolated from observed gravity values.
 MX0846
 MX0846;                    North         East    Units  Estimated Accuracy
 MX0846;SPC CA 1     -   780,830.    1,836,930.      MT  (+/- 180 meters Scaled)
 MX0846
 MX0846                          SUPERSEDED SURVEY CONTROL
 MX0846
 MX0846  NGVD 29 (??/??/??)  115.419  (m)          378.67   (f) ADJUSTED    1 2
 MX0846
 MX0846.Superseded values are not recommended for survey control.
 MX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0846.See file dsdata.txt to determine how the superseded data were derived.
 MX0846
 MX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM200331(NAD 83)
 MX0846_MARKER: DD = SURVEY DISK
 MX0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0846_SP_SET: TREE
 MX0846_STAMPING: USGS BM CAL
 MX0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0846
 MX0846  HISTORY     - Date     Condition        Report By
 MX0846  HISTORY     - UNK      MONUMENTED       USGS
 MX0846  HISTORY     - 1935     GOOD             NGS
 MX0846
 MX0846                          STATION DESCRIPTION
 MX0846
 MX0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MX0846'AT GASQUET.
 MX0846'AT GASQUET, DEL NORTE COUNTY, ON U.S. HIGHWAY 199, 60 FEET SOUTH
 MX0846'OF A BRIDGE OVER MIDDLE FORK SMITH RIVER, IN A 32-INCH OAK TREE,
 MX0846'AND BELOW A WEATHER-BEATEN BOARD ON WHICH IS PAINTED US 378.  A
 MX0846'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER,
 MX0846'STAMPED USGS BM CAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0122 ***********************************************************************
 KT0122  DESIGNATION -  378 USGS
 KT0122  PID         -  KT0122
 KT0122  STATE/COUNTY-  CA/GLENN
 KT0122  USGS QUAD   -  STONE VALLEY (1969)
 KT0122
 KT0122                         *CURRENT SURVEY CONTROL
 KT0122  ___________________________________________________________________
 KT0122* NAD 83(1986)-  39 33 56.     (N)    122 22 08.     (W)     SCALED    
 KT0122* NAVD 88     -       117.04   (+/-2cm)     384.0    (feet)  VERTCON   
 KT0122  ___________________________________________________________________
 KT0122  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 KT0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0122
 KT0122.The horizontal coordinates were scaled from a topographic map and have
 KT0122.an estimated accuracy of +/- 6 seconds.
 KT0122
 KT0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0122.The vertical order pertains to the NGVD 29 superseded value.
 KT0122
 KT0122.The geoid height was determined by GEOID03.
 KT0122
 KT0122;                    North         East    Units  Estimated Accuracy
 KT0122;SPC CA 2     -   710,860.    1,968,300.      MT  (+/- 180 meters Scaled)
 KT0122
 KT0122                          SUPERSEDED SURVEY CONTROL
 KT0122
 KT0122  NGVD 29 (??/??/92)  116.26   (m)          381.4    (f) COMPUTED    2 0
 KT0122
 KT0122.Superseded values are not recommended for survey control.
 KT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0122.See file dsdata.txt to determine how the superseded data were derived.
 KT0122
 KT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ542797(NAD 83)
 KT0122_MARKER: Q = CHISELED SQUARE
 KT0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0122_SP_SET: BRIDGE
 KT0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0122
 KT0122  HISTORY     - Date     Condition        Report By
 KT0122  HISTORY     - UNK      MONUMENTED       CGS
 KT0122  HISTORY     - 1935     GOOD             NGS
 KT0122  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0122
 KT0122                          STATION DESCRIPTION
 KT0122
 KT0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0122'5.3 MI SE FROM FRUTO.
 KT0122'5.3 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC
 KT0122'CO. RAILROAD STATION AT FRUTO, GLENN COUNTY, AT S. P. CO. MILEPOST
 KT0122'161+85, DIRECTLY EAST OF RAILROAD BRIDGE NO. 161 G, AND ON THE
 KT0122'CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL.  A CHISELED
 KT0122'SQUARE.
 KT0122
 KT0122                          STATION RECOVERY (1967)
 KT0122
 KT0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3577 ***********************************************************************
 HT3577  DESIGNATION -  379
 HT3577  PID         -  HT3577
 HT3577  STATE/COUNTY-  CA/SANTA CRUZ
 HT3577  USGS QUAD   -  FELTON (1991)
 HT3577
 HT3577                         *CURRENT SURVEY CONTROL
 HT3577  ___________________________________________________________________
 HT3577* NAD 83(1986)-  37 05 00.     (N)    122 03 03.     (W)     SCALED    
 HT3577* NAVD 88     -       123.970  (meters)     406.72   (feet)  ADJUSTED  
 HT3577  ___________________________________________________________________
 HT3577  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HT3577  DYNAMIC HT  -         123.878 (meters)     406.42  (feet)  COMP
 HT3577  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 HT3577
 HT3577  VERT ORDER  -  FIRST     CLASS II
 HT3577
 HT3577.The horizontal coordinates were scaled from a topographic map and have
 HT3577.an estimated accuracy of +/- 6 seconds.
 HT3577
 HT3577.The orthometric height was determined by differential leveling
 HT3577.and adjusted in February 1993.
 HT3577
 HT3577.The geoid height was determined by GEOID03.
 HT3577
 HT3577.The dynamic height is computed by dividing the NAVD 88
 HT3577.geopotential number by the normal gravity value computed on the
 HT3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3577.degrees latitude (g = 980.6199 gals.).
 HT3577
 HT3577.The modeled gravity was interpolated from observed gravity values.
 HT3577
 HT3577;                    North         East    Units  Estimated Accuracy
 HT3577;SPC CA 3     -   565,880.    1,862,120.      MT  (+/- 180 meters Scaled)
 HT3577
 HT3577                          SUPERSEDED SURVEY CONTROL
 HT3577
 HT3577  NGVD 29 (10/21/93)  123.133  (m)          403.98   (f) ADJUSTED    1 2
 HT3577
 HT3577.Superseded values are not recommended for survey control.
 HT3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3577.See file dsdata.txt to determine how the superseded data were derived.
 HT3577
 HT3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG843045(NAD 83)
 HT3577_MARKER: DD = SURVEY DISK
 HT3577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT3577_SP_SET: HEADWALL
 HT3577_STAMPING: 379
 HT3577_MARK LOGO: CA-087
 HT3577_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3577+STABILITY: SURFACE MOTION
 HT3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3577+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3577
 HT3577  HISTORY     - Date     Condition        Report By
 HT3577  HISTORY     - UNK      MONUMENTED       CA-087
 HT3577  HISTORY     - 19900425 GOOD             NGS
 HT3577
 HT3577                          STATION DESCRIPTION
 HT3577
 HT3577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3577'4.1 KM (2.5 MI) NORTHERLY ALONG ZAYANTE ROAD FROM ITS INTERSECTION
 HT3577'WITH GRAHAM HILL ROAD IN MOUNT HERMON, IN THE VEE OF THE JUNCTION OF
 HT3577'LOMPICO ROAD, SET IN TOP OF AND NEAR THE CENTER OF THE NORTH HEADWALL
 HT3577'OF A CULVERT, 10.8 M (35.4 FT) NORTHWEST OF THE CENTERLINE OF GRAHAM
 HT3577'HILL ROAD, 4.2 M (13.8 FT) NORTHEAST OF THE CENTERLINE OF LOMPICO
 HT3577'ROAD, 2.7 M (8.9 FT) SOUTHWEST OF UTILITY POLE NUMBER 9241 AND LEVEL,
 HT3577'WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1433 ***********************************************************************
 DX1433  DESIGNATION -  379 T
 DX1433  PID         -  DX1433
 DX1433  STATE/COUNTY-  CA/SAN DIEGO
 DX1433  USGS QUAD   -  FALLBROOK (1988)
 DX1433
 DX1433                         *CURRENT SURVEY CONTROL
 DX1433  ___________________________________________________________________
 DX1433* NAD 83(1986)-  33 26 28.     (N)    117 19 27.     (W)     SCALED    
 DX1433* NAVD 88     -       116.74   (+/-2cm)     383.0    (feet)  VERTCON   
 DX1433  ___________________________________________________________________
 DX1433  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DX1433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1433
 DX1433.The horizontal coordinates were scaled from a topographic map and have
 DX1433.an estimated accuracy of +/- 6 seconds.
 DX1433
 DX1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1433.The vertical order pertains to the NGVD 29 superseded value.
 DX1433
 DX1433.The geoid height was determined by GEOID03.
 DX1433
 DX1433;                    North         East    Units  Estimated Accuracy
 DX1433;SPC CA 6     -   641,850.    1,900,120.      MT  (+/- 180 meters Scaled)
 DX1433
 DX1433                          SUPERSEDED SURVEY CONTROL
 DX1433
 DX1433  NGVD 29 (??/??/??)  116.023  (m)          380.65   (f) ADJUSTED    2 0
 DX1433
 DX1433.Superseded values are not recommended for survey control.
 DX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1433.See file dsdata.txt to determine how the superseded data were derived.
 DX1433
 DX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT698002(NAD 83)
 DX1433_MARKER: DB = BENCH MARK DISK
 DX1433_SETTING: 66 = SET IN ROCK OUTCROP
 DX1433_SP_SET: BEDROCK
 DX1433_STAMPING: USGS BM 379 FT T
 DX1433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1433+STABILITY: POSITION/ELEVATION WELL
 DX1433
 DX1433  HISTORY     - Date     Condition        Report By
 DX1433  HISTORY     - UNK      MONUMENTED       USGS
 DX1433  HISTORY     - 1935     GOOD             NGS
 DX1433  HISTORY     - 20080218 MARK NOT FOUND   LOCSUR
 DX1433
 DX1433                          STATION DESCRIPTION
 DX1433
 DX1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX1433'0.3 MI N FROM DE LUZ.
 DX1433'0.3 MI. NORTH ALONG THE DE LUZ-JOHNSON RANCH ROAD, .03 MILE NORTH
 DX1433'OF DE LUZ POST OFFICE, AT JUNCTION WITH ROAD TO SCHOOL HOUSE, 80
 DX1433'FT. NORTH OF CENTER OF JUNCTION, 40 FT. NORTH WEST OF CENTER
 DX1433'OF ROAD, AND ABOUT 4 FEET BELOW ROAD GRADE.  A 1-INCH COPPER
 DX1433'PLUG SET IN TOP OF BEDROCK.  STAMPED USGS BM 379 FT T.
 DX1433
 DX1433                          STATION RECOVERY (2008)
 DX1433
 DX1433'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DX1433'NO MARK FOUND
 DX1433' 
 DX1433' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1963 ***********************************************************************
 HS1963  DESIGNATION -  379 USE
 HS1963  PID         -  HS1963
 HS1963  STATE/COUNTY-  CA/FRESNO
 HS1963  USGS QUAD   -  SANTA RITA BRIDGE (1977)
 HS1963
 HS1963                         *CURRENT SURVEY CONTROL
 HS1963  ___________________________________________________________________
 HS1963* NAD 83(1986)-  37 01 50.     (N)    120 32 40.     (W)     SCALED    
 HS1963* NAVD 88     -        38.48   (+/-2cm)     126.2    (feet)  VERTCON   
 HS1963  ___________________________________________________________________
 HS1963  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HS1963  VERT ORDER  -  THIRD (See Below)
 HS1963
 HS1963.The horizontal coordinates were scaled from a topographic map and have
 HS1963.an estimated accuracy of +/- 6 seconds.
 HS1963
 HS1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1963.The vertical order pertains to the NGVD 29 superseded value.
 HS1963
 HS1963.The geoid height was determined by GEOID03.
 HS1963
 HS1963;                    North         East    Units  Estimated Accuracy
 HS1963;SPC CA 4     -   689,430.    1,862,590.      MT  (+/- 180 meters Scaled)
 HS1963
 HS1963                          SUPERSEDED SURVEY CONTROL
 HS1963
 HS1963  NGVD 29 (??/??/??)   37.78   (m)          123.9    (f) RESET       3  
 HS1963
 HS1963.Superseded values are not recommended for survey control.
 HS1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1963.See file dsdata.txt to determine how the superseded data were derived.
 HS1963
 HS1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG184010(NAD 83)
 HS1963_MARKER: DD = SURVEY DISK
 HS1963_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1963_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1963_STAMPING: 379 1298
 HS1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1963
 HS1963  HISTORY     - Date     Condition        Report By
 HS1963  HISTORY     - UNK      MONUMENTED       DOD
 HS1963  HISTORY     - 1965     GOOD             NGS
 HS1963
 HS1963                          STATION DESCRIPTION
 HS1963
 HS1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS1963'17 MI N FROM FIREBAUGH.
 HS1963'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1963'FROM THE STATION AT FIREBAUGH, THENCE 16.65 MILES NORTH ALONG
 HS1963'THE WEST LEVEE ROAD OF THE POSO CANAL, ON THE TOP OF A
 HS1963'SMALL MOUND, 29 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 HS1963'LEVEE ROAD, 4 1/2 FEET NORTHEAST OF A WITNESS POST, 5.2 FEET
 HS1963'SOUTHWEST OF A FENCE, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND
 HS1963'SCREWED ON THE TOP OF A 3 1/2=INCH IRON PIPE WHICH PROJECTS
 HS1963'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0821 ***********************************************************************
 DB0821  DESIGNATION -  379 USGS
 DB0821  PID         -  DB0821
 DB0821  STATE/COUNTY-  CA/IMPERIAL
 DB0821  USGS QUAD   -  GLAMIS (1979)
 DB0821
 DB0821                         *CURRENT SURVEY CONTROL
 DB0821  ___________________________________________________________________
 DB0821* NAD 83(1986)-  32 56 49.     (N)    115 00 13.     (W)     SCALED    
 DB0821* NAVD 88     -       116.33   (+/-2cm)     381.7    (feet)  VERTCON   
 DB0821  ___________________________________________________________________
 DB0821  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DB0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0821
 DB0821.The horizontal coordinates were scaled from a topographic map and have
 DB0821.an estimated accuracy of +/- 6 seconds.
 DB0821
 DB0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0821.The vertical order pertains to the NGVD 29 superseded value.
 DB0821
 DB0821.The geoid height was determined by GEOID03.
 DB0821
 DB0821;                    North         East    Units  Estimated Accuracy
 DB0821;SPC CA 6     -   587,230.    2,116,540.      MT  (+/- 180 meters Scaled)
 DB0821
 DB0821                          SUPERSEDED SURVEY CONTROL
 DB0821
 DB0821  NGVD 29 (??/??/??)  115.594  (m)          379.24   (f) ADJUSTED    2 0
 DB0821
 DB0821.Superseded values are not recommended for survey control.
 DB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0821.See file dsdata.txt to determine how the superseded data were derived.
 DB0821
 DB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS866471(NAD 83)
 DB0821_MARKER: DD = SURVEY DISK
 DB0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0821_STAMPING: 379-SB
 DB0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0821+STABILITY: SURFACE MOTION
 DB0821
 DB0821  HISTORY     - Date     Condition        Report By
 DB0821  HISTORY     - UNK      MONUMENTED       USGS
 DB0821  HISTORY     - 1935     GOOD             NGS
 DB0821
 DB0821                          STATION DESCRIPTION
 DB0821
 DB0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0821'0.5 MI E FROM RUTHVEN.
 DB0821'ALONG SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, 0.5 MILE EAST OF MILE
 DB0821'POST 703, 24 1/2 RAIL LENGTHS APPROXIMATELY 318 YARDS EAST OF
 DB0821'SWITCH STAND AT EAST END OF SIDING, 16 RAIL LENGTHS EAST OF PUBLIC
 DB0821'ROAD CROSSING, 13 1/2 RAIL LENGHTS EAST OF BRIDGE 703-B, 49 FEET
 DB0821'SOUTH WEST OF TRACK, 20 FEET SOUTH EAST OF TELEPHONE POLE.  ON TOP OF
 DB0821'IRON POST 18 INCHES HIGH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DB0821'CAP, STAMPED 379 S B.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0396 ***********************************************************************
 FU0396  DESIGNATION -  3790 USGS
 FU0396  PID         -  FU0396
 FU0396  STATE/COUNTY-  CA/KERN
 FU0396  USGS QUAD   -  MONOLITH (1992)
 FU0396
 FU0396                         *CURRENT SURVEY CONTROL
 FU0396  ___________________________________________________________________
 FU0396* NAD 83(1986)-  35 05 51.     (N)    118 17 39.     (W)     SCALED    
 FU0396* NAVD 88     -      1156.92   (+/-2cm)    3795.7    (feet)  VERTCON   
 FU0396  ___________________________________________________________________
 FU0396  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FU0396  VERT ORDER  -  THIRD (See Below)
 FU0396
 FU0396.The horizontal coordinates were scaled from a topographic map and have
 FU0396.an estimated accuracy of +/- 6 seconds.
 FU0396
 FU0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0396.The vertical order pertains to the NGVD 29 superseded value.
 FU0396
 FU0396.The geoid height was determined by GEOID03.
 FU0396
 FU0396;                    North         East    Units  Estimated Accuracy
 FU0396;SPC CA 5     -   677,240.    1,973,180.      MT  (+/- 180 meters Scaled)
 FU0396
 FU0396                          SUPERSEDED SURVEY CONTROL
 FU0396
 FU0396  NGVD 29 (??/??/??) 1156.01   (m)         3792.7    (f) RESET       3  
 FU0396
 FU0396.Superseded values are not recommended for survey control.
 FU0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0396.See file dsdata.txt to determine how the superseded data were derived.
 FU0396
 FU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU820846(NAD 83)
 FU0396_MARKER: P = PIPE CAP
 FU0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0396_STAMPING: 3790 B 1902 2
 FU0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0396
 FU0396  HISTORY     - Date     Condition        Report By
 FU0396  HISTORY     - 1902     MONUMENTED       USGS
 FU0396  HISTORY     - 1953     POOR             NGS
 FU0396  HISTORY     - 1965     MARK NOT FOUND   NGS
 FU0396
 FU0396                          STATION DESCRIPTION
 FU0396
 FU0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0396'5 MI SE FROM MONOLITH.
 FU0396'5.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD
 FU0396'FROM THE STATION AT MONOLITH, 63 FEET SOUTHEAST OF THE
 FU0396'APPROXIMATE CENTER OF A ROAD CROSSING, 27.8 FEET SOUTH OF THE
 FU0396'SOUTH RAIL, 23.5 FEET WEST OF THE NORTHWEST CORNER OF A FENCE,
 FU0396'20.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE THIRD HOUSE
 FU0396'FROM THE EAST END OF A ROW OF HOUSES, 6.9 FEET NORTHWEST OF A
 FU0396'FORKED 28-INCH ELM TREE, ABOUT LEVEL WITH THE TRACKS, AND
 FU0396'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.1 FOOT
 FU0396'ABOVE THE GROUND.  NOTE-- SET IN A DRIVE AND SHOWS EVIDENCE OF
 FU0396'HAVING BEEN RUN OVER BY CARS FREQUENTLY.  THE SECOND 2 OF THE 22
 FU0396'WHICH WAS FORMERLY STAMPED ON THE DISK HAS BEEN KNOCKED OFF OR
 FU0396'MUTILATED.
 FU0396
 FU0396                          STATION RECOVERY (1965)
 FU0396
 FU0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FU0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5114 ***********************************************************************
 EW5114  DESIGNATION -  3793 TRI CO
 EW5114  PID         -  EW5114
 EW5114  STATE/COUNTY-  CA/VENTURA
 EW5114  USGS QUAD   -  REYES PEAK (1991)
 EW5114
 EW5114                         *CURRENT SURVEY CONTROL
 EW5114  ___________________________________________________________________
 EW5114* NAD 83(1986)-  34 40 38.     (N)    119 22 16.     (W)     SCALED    
 EW5114* NAVD 88     -      1158.264  (meters)    3800.07   (feet)  ADJUSTED  
 EW5114  ___________________________________________________________________
 EW5114  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 EW5114  DYNAMIC HT  -        1156.872 (meters)    3795.50  (feet)  COMP
 EW5114  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 EW5114
 EW5114  VERT ORDER  -  FIRST     CLASS I
 EW5114
 EW5114.The horizontal coordinates were scaled from a topographic map and have
 EW5114.an estimated accuracy of +/- 6 seconds.
 EW5114
 EW5114.The orthometric height was determined by differential leveling
 EW5114.and adjusted in June 1991.
 EW5114.WARNING-Repeat measurements at this control monument indicate possible
 EW5114.vertical movement.
 EW5114
 EW5114.The geoid height was determined by GEOID03.
 EW5114
 EW5114.The dynamic height is computed by dividing the NAVD 88
 EW5114.geopotential number by the normal gravity value computed on the
 EW5114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5114.degrees latitude (g = 980.6199 gals.).
 EW5114
 EW5114.The modeled gravity was interpolated from observed gravity values.
 EW5114
 EW5114;                    North         East    Units  Estimated Accuracy
 EW5114;SPC CA 5     -   631,440.    1,874,360.      MT  (+/- 180 meters Scaled)
 EW5114
 EW5114                          SUPERSEDED SURVEY CONTROL
 EW5114
 EW5114  NGVD 29 (??/??/92) 1157.364  (m)         3797.12   (f) ADJ UNCH    1 1
 EW5114
 EW5114.Superseded values are not recommended for survey control.
 EW5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5114.See file dsdata.txt to determine how the superseded data were derived.
 EW5114
 EW5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU827398(NAD 83)
 EW5114_MARKER: P = PIPE CAP
 EW5114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5114_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5114_STAMPING: ELEV 3793.63
 EW5114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5114
 EW5114  HISTORY     - Date     Condition        Report By
 EW5114  HISTORY     - UNK      MONUMENTED       CA-111
 EW5114  HISTORY     - 1968     GOOD             NGS
 EW5114  HISTORY     - 1977     GOOD             NGS
 EW5114  HISTORY     - 1983     GOOD             USGS
 EW5114
 EW5114                          STATION DESCRIPTION
 EW5114
 EW5114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5114'35.6 MI S FROM MARICOPA.
 EW5114'35.6 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 EW5114'AT MARICOPA, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 71
 EW5114'FEET SOUTHEAST OF THE EAST END OF 20-INCH PIPE CULVERT 47.11,
 EW5114'25 FEET SOUTHEAST OF A 10-INCH OAK TREE, 50 FEET NORTH OF A
 EW5114'15-INCH LONE PINE TREE, 1 FOOT WEST OF A WITNESS POST, ABOUT
 EW5114'2 FEET HIGHER THAN THE HIGHWAY, AND ON THE TOP OF A 2-INCH
 EW5114'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 EW5114
 EW5114                          STATION RECOVERY (1977)
 EW5114
 EW5114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5114'RECOVERED IN GOOD CONDITION.
 EW5114
 EW5114                          STATION RECOVERY (1983)
 EW5114
 EW5114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0518 ***********************************************************************
 KS0518  DESIGNATION -  3793.80 USBPR
 KS0518  PID         -  KS0518
 KS0518  STATE/COUNTY-  CA/PLUMAS
 KS0518  USGS QUAD   -  SPRING GARDEN (1975)
 KS0518
 KS0518                         *CURRENT SURVEY CONTROL
 KS0518  ___________________________________________________________________
 KS0518* NAD 83(1986)-  39 54 45.     (N)    120 48 54.     (W)     SCALED    
 KS0518* NAVD 88     -      1158.73   (+/-2cm)    3801.6    (feet)  VERTCON   
 KS0518  ___________________________________________________________________
 KS0518  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KS0518  VERT ORDER  -  ? (See Below)
 KS0518
 KS0518.The horizontal coordinates were scaled from a topographic map and have
 KS0518.an estimated accuracy of +/- 6 seconds.
 KS0518
 KS0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0518.The vertical order pertains to the NGVD 29 superseded value.
 KS0518
 KS0518.The geoid height was determined by GEOID03.
 KS0518
 KS0518;                    North         East    Units  Estimated Accuracy
 KS0518;SPC CA 1     -   565,000.    2,101,320.      MT  (+/- 180 meters Scaled)
 KS0518
 KS0518                          SUPERSEDED SURVEY CONTROL
 KS0518
 KS0518  NGVD 29 (??/??/??) 1157.762  (m)         3798.42   (f) ADJUSTED    ?  
 KS0518
 KS0518.Superseded values are not recommended for survey control.
 KS0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0518.See file dsdata.txt to determine how the superseded data were derived.
 KS0518
 KS0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK867203(NAD 83)
 KS0518_MARKER: S = SPIKE
 KS0518_SETTING: 0 = UNSPECIFIED SETTING
 KS0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0518
 KS0518  HISTORY     - Date     Condition        Report By
 KS0518  HISTORY     - UNK      MONUMENTED       BPR
 KS0518  HISTORY     - 1934     GOOD             NGS
 KS0518
 KS0518                          STATION DESCRIPTION
 KS0518
 KS0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0518'8.1 MI SE FROM QUINCY.
 KS0518'8.1 MILES SOUTHEAST ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE
 KS0518'AT QUINCY, PLUMAS COUNTY, ABOUT 500 FEET WESTERN PACIFIC RAILROAD
 KS0518'OVERHEAD CROSSING, BETWEEN A LARGE AND A SMALL GULLY, 25 FEET
 KS0518'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN A 16-INCH
 KS0518'FIR TREE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1654 ***********************************************************************
 JT1654  DESIGNATION -  38 1
 JT1654  PID         -  JT1654
 JT1654  STATE/COUNTY-  CA/NAPA
 JT1654  USGS QUAD   -  NAPA (1980)
 JT1654
 JT1654                         *CURRENT SURVEY CONTROL
 JT1654  ___________________________________________________________________
 JT1654* NAD 83(1986)-  38 18 30.     (N)    122 20 26.     (W)     SCALED    
 JT1654* NAVD 88     -        53.09   (+/-2cm)     174.2    (feet)  VERTCON   
 JT1654  ___________________________________________________________________
 JT1654  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT1654  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1654
 JT1654.The horizontal coordinates were scaled from a topographic map and have
 JT1654.an estimated accuracy of +/- 6 seconds.
 JT1654
 JT1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1654.The vertical order pertains to the NGVD 29 superseded value.
 JT1654
 JT1654.The geoid height was determined by GEOID03.
 JT1654
 JT1654;                    North         East    Units  Estimated Accuracy
 JT1654;SPC CA 2     -   571,290.    1,970,210.      MT  (+/- 180 meters Scaled)
 JT1654
 JT1654                          SUPERSEDED SURVEY CONTROL
 JT1654
 JT1654  NGVD 29 (??/??/92)   52.293  (m)          171.56   (f) ADJ UNCH    1 1
 JT1654
 JT1654.Superseded values are not recommended for survey control.
 JT1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1654.See file dsdata.txt to determine how the superseded data were derived.
 JT1654
 JT1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576402(NAD 83)
 JT1654_MARKER: DD = SURVEY DISK
 JT1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1654_SP_SET: PCC WALL
 JT1654_MARK LOGO: CA2330
 JT1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1654
 JT1654  HISTORY     - Date     Condition        Report By
 JT1654  HISTORY     - 1971     MONUMENTED       CA2330
 JT1654
 JT1654                          STATION DESCRIPTION
 JT1654
 JT1654'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1654'AT INTERSECTION OF BROWNS VALLEY ROAD AND RIVERGLEN, SOUTH OF SIDE
 JT1654'ROAD, PCC WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9076 ***********************************************************************
 JT9076  DESIGNATION -  38 2
 JT9076  PID         -  JT9076
 JT9076  STATE/COUNTY-  CA/NAPA
 JT9076  USGS QUAD   -  NAPA (1980)
 JT9076
 JT9076                         *CURRENT SURVEY CONTROL
 JT9076  ___________________________________________________________________
 JT9076* NAD 83(1986)-  38 18 12.     (N)    122 19 22.     (W)     SCALED    
 JT9076* NAVD 88     -        32.50   (+/-2cm)     106.6    (feet)  VERTCON   
 JT9076  ___________________________________________________________________
 JT9076  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9076  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9076
 JT9076.The horizontal coordinates were scaled from a topographic map and have
 JT9076.an estimated accuracy of +/- 6 seconds.
 JT9076
 JT9076.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9076.The vertical order pertains to the NGVD 29 superseded value.
 JT9076
 JT9076.The geoid height was determined by GEOID03.
 JT9076
 JT9076;                    North         East    Units  Estimated Accuracy
 JT9076;SPC CA 2     -   570,730.    1,971,770.      MT  (+/- 180 meters Scaled)
 JT9076
 JT9076                          SUPERSEDED SURVEY CONTROL
 JT9076
 JT9076  NGVD 29 (??/??/92)   31.71   (m)          104.0    (f) COMPUTED    2 2
 JT9076
 JT9076.Superseded values are not recommended for survey control.
 JT9076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9076.See file dsdata.txt to determine how the superseded data were derived.
 JT9076
 JT9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592396(NAD 83)
 JT9076_MARKER: DD = SURVEY DISK
 JT9076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT9076_SP_SET: MASSIVE STRUCTURE
 JT9076_MARK LOGO: CA2330
 JT9076_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT9076
 JT9076  HISTORY     - Date     Condition        Report By
 JT9076  HISTORY     - 1971     MONUMENTED       CA2330
 JT9076
 JT9076                          STATION DESCRIPTION
 JT9076
 JT9076'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9076'ALONG BROWNS VALLEY ROAD, 100 FT (30.5 M) WEST OF THOMPSON AVENUE, A
 JT9076'BRASS CAP ON BRIDGE WALL, SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2095 ***********************************************************************
 EW2095  DESIGNATION -  38 239
 EW2095  PID         -  EW2095
 EW2095  STATE/COUNTY-  CA/LOS ANGELES
 EW2095  USGS QUAD   -  BURBANK (1994)
 EW2095
 EW2095                         *CURRENT SURVEY CONTROL
 EW2095  ___________________________________________________________________
 EW2095* NAD 83(1986)-  34 11 57.     (N)    118 20 19.     (W)     SCALED    
 EW2095* NAVD 88     -       204.884  (meters)     672.19   (feet)  ADJUSTED  
 EW2095  ___________________________________________________________________
 EW2095  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2095  DYNAMIC HT  -         204.666 (meters)     671.48  (feet)  COMP
 EW2095  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 EW2095
 EW2095  VERT ORDER  -  FIRST     CLASS I
 EW2095
 EW2095.The horizontal coordinates were scaled from a topographic map and have
 EW2095.an estimated accuracy of +/- 6 seconds.
 EW2095
 EW2095.The orthometric height was determined by differential leveling
 EW2095.and adjusted in June 1995.
 EW2095
 EW2095.The geoid height was determined by GEOID03.
 EW2095
 EW2095.The dynamic height is computed by dividing the NAVD 88
 EW2095.geopotential number by the normal gravity value computed on the
 EW2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2095.degrees latitude (g = 980.6199 gals.).
 EW2095
 EW2095.The modeled gravity was interpolated from observed gravity values.
 EW2095
 EW2095;                    North         East    Units  Estimated Accuracy
 EW2095;SPC CA 5     -   577,610.    1,968,790.      MT  (+/- 180 meters Scaled)
 EW2095
 EW2095                          SUPERSEDED SURVEY CONTROL
 EW2095
 EW2095  NAVD 88 (06/15/91)  204.888  (m)          672.20   (f) UNKNOWN     1 1
 EW2095  NGVD 29 (??/??/92)  204.120  (m)          669.68   (f) ADJ UNCH    1 1
 EW2095
 EW2095.Superseded values are not recommended for survey control.
 EW2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2095.See file dsdata.txt to determine how the superseded data were derived.
 EW2095
 EW2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766850(NAD 83)
 EW2095_MARKER: DD = SURVEY DISK
 EW2095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW2095_SP_SET: CURB
 EW2095_STAMPING: BM 38-239. 1944
 EW2095_MARK LOGO: LACFCD
 EW2095_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2095+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1994
 EW2095
 EW2095  HISTORY     - Date     Condition        Report By
 EW2095  HISTORY     - 1944     MONUMENTED       LACFCD
 EW2095  HISTORY     - 1955     GOOD             NGS
 EW2095  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2095  HISTORY     - 1978     GOOD             NGS
 EW2095  HISTORY     - 1983     GOOD             USGS
 EW2095  HISTORY     - 1984     GOOD             NGS
 EW2095  HISTORY     - 1985     GOOD             NGS
 EW2095  HISTORY     - 1986     GOOD             NGS
 EW2095  HISTORY     - 1987     GOOD             NGS
 EW2095  HISTORY     - 19940717 GOOD             NGS
 EW2095
 EW2095                          STATION DESCRIPTION
 EW2095
 EW2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2095'AT BURBANK.
 EW2095'AT BURBANK, 2.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 EW2095'RAILROAD FROM THE STATION, AT THE T JUNCTION OF SAN FERNANDO
 EW2095'BOULEVARD (ALONG THE NORTHEAST SIDE OF THE RAILROAD) AND WINONA
 EW2095'AVENUE LEADING EAST, IN THE TOP OF THE NORTHEAST CURB OF THE
 EW2095'BOULEVARD, 70 FEET EAST OF AND ACROSS THE BOULEVARD FROM MILEPOLE
 EW2095'470, 58.4 FEET SOUTHEAST OF THE PROLONGATION OF THE SOUTH CURB OF
 EW2095'THE AVENUE, 28.5 FEET NORTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 EW2095'5 FEET SOUTHEAST OF A POWER LINE AND TELEPHONE POLE WITH A GUY
 EW2095'WIRE, ABOUT LEVEL WITH THE BOULEVARD, AND MARKED BY THE WHITE
 EW2095'PAINTED LETTERS AND NUMBERS B.M. 38 - 239.
 EW2095
 EW2095                          STATION RECOVERY (1971)
 EW2095
 EW2095'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2095'RECOVERED AS DESCRIBED.
 EW2095
 EW2095                          STATION RECOVERY (1978)
 EW2095
 EW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2095'RECOVERED IN GOOD CONDITION.
 EW2095
 EW2095                          STATION RECOVERY (1983)
 EW2095
 EW2095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2095'RECOVERED IN GOOD CONDITION.
 EW2095
 EW2095                          STATION RECOVERY (1984)
 EW2095
 EW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2095'RECOVERED IN GOOD CONDITION.
 EW2095
 EW2095                          STATION RECOVERY (1985)
 EW2095
 EW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2095'RECOVERED IN GOOD CONDITION.
 EW2095
 EW2095                          STATION RECOVERY (1986)
 EW2095
 EW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2095'RECOVERED IN GOOD CONDITION.
 EW2095
 EW2095                          STATION RECOVERY (1987)
 EW2095
 EW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2095'RECOVERED IN GOOD CONDITION.
 EW2095
 EW2095                          STATION RECOVERY (1994)
 EW2095
 EW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2095'IN BURBANK, AT THE INTERSECTION OF SAN FERNANDO ROAD AND WINONA
 EW2095'AVENUE, IN TOP OF THE NORTHEAST CONCRETE CURB OF THE ROAD, 49.8 M
 EW2095'(163.4 FT) SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 8.0 M (26.2 FT)
 EW2095'NORTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, AND 2.0 M (6.6 FT)
 EW2095'SOUTH-SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9077 ***********************************************************************
 JT9077  DESIGNATION -  38 3
 JT9077  PID         -  JT9077
 JT9077  STATE/COUNTY-  CA/NAPA
 JT9077  USGS QUAD   -  NAPA (1980)
 JT9077
 JT9077                         *CURRENT SURVEY CONTROL
 JT9077  ___________________________________________________________________
 JT9077* NAD 83(1986)-  38 18 18.     (N)    122 19 34.     (W)     SCALED    
 JT9077* NAVD 88     -        34.99   (+/-2cm)     114.8    (feet)  VERTCON   
 JT9077  ___________________________________________________________________
 JT9077  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9077  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9077
 JT9077.The horizontal coordinates were scaled from a topographic map and have
 JT9077.an estimated accuracy of +/- 6 seconds.
 JT9077
 JT9077.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9077.The vertical order pertains to the NGVD 29 superseded value.
 JT9077
 JT9077.The geoid height was determined by GEOID03.
 JT9077
 JT9077;                    North         East    Units  Estimated Accuracy
 JT9077;SPC CA 2     -   570,910.    1,971,480.      MT  (+/- 180 meters Scaled)
 JT9077
 JT9077                          SUPERSEDED SURVEY CONTROL
 JT9077
 JT9077  NGVD 29 (??/??/92)   34.20   (m)          112.2    (f) COMPUTED    2 2
 JT9077
 JT9077.Superseded values are not recommended for survey control.
 JT9077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9077.See file dsdata.txt to determine how the superseded data were derived.
 JT9077
 JT9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH589398(NAD 83)
 JT9077_MARKER: Z = SEE DESCRIPTION
 JT9077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9077_SP_SET: WELL MONUMENT
 JT9077_MARK LOGO: CA2330
 JT9077_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9077
 JT9077  HISTORY     - Date     Condition        Report By
 JT9077  HISTORY     - 1971     MONUMENTED       CA2330
 JT9077
 JT9077                          STATION DESCRIPTION
 JT9077
 JT9077'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9077'AT INTERSECTION OF BROWNS VALLEY ROAD AND LARKIN, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9078 ***********************************************************************
 JT9078  DESIGNATION -  38 4
 JT9078  PID         -  JT9078
 JT9078  STATE/COUNTY-  CA/NAPA
 JT9078  USGS QUAD   -  NAPA (1980)
 JT9078
 JT9078                         *CURRENT SURVEY CONTROL
 JT9078  ___________________________________________________________________
 JT9078* NAD 83(1986)-  38 18 18.     (N)    122 19 40.     (W)     SCALED    
 JT9078* NAVD 88     -        36.42   (+/-2cm)     119.5    (feet)  VERTCON   
 JT9078  ___________________________________________________________________
 JT9078  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9078  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9078
 JT9078.The horizontal coordinates were scaled from a topographic map and have
 JT9078.an estimated accuracy of +/- 6 seconds.
 JT9078
 JT9078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9078.The vertical order pertains to the NGVD 29 superseded value.
 JT9078
 JT9078.The geoid height was determined by GEOID03.
 JT9078
 JT9078;                    North         East    Units  Estimated Accuracy
 JT9078;SPC CA 2     -   570,910.    1,971,330.      MT  (+/- 180 meters Scaled)
 JT9078
 JT9078                          SUPERSEDED SURVEY CONTROL
 JT9078
 JT9078  NGVD 29 (??/??/92)   35.63   (m)          116.9    (f) COMPUTED    2 2
 JT9078
 JT9078.Superseded values are not recommended for survey control.
 JT9078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9078.See file dsdata.txt to determine how the superseded data were derived.
 JT9078
 JT9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH587398(NAD 83)
 JT9078_MARKER: Z = SEE DESCRIPTION
 JT9078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9078_SP_SET: WELL MONUMENT
 JT9078_MARK LOGO: CA2330
 JT9078_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9078
 JT9078  HISTORY     - Date     Condition        Report By
 JT9078  HISTORY     - 1971     MONUMENTED       CA2330
 JT9078
 JT9078                          STATION DESCRIPTION
 JT9078
 JT9078'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9078'AT INTERSECTION OF BROWNS VALLEY ROAD AND WOODLAWN, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9079 ***********************************************************************
 JT9079  DESIGNATION -  38 5
 JT9079  PID         -  JT9079
 JT9079  STATE/COUNTY-  CA/NAPA
 JT9079  USGS QUAD   -  NAPA (1980)
 JT9079
 JT9079                         *CURRENT SURVEY CONTROL
 JT9079  ___________________________________________________________________
 JT9079* NAD 83(1986)-  38 18 18.     (N)    122 19 58.     (W)     SCALED    
 JT9079* NAVD 88     -        43.61   (+/-2cm)     143.1    (feet)  VERTCON   
 JT9079  ___________________________________________________________________
 JT9079  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9079  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9079
 JT9079.The horizontal coordinates were scaled from a topographic map and have
 JT9079.an estimated accuracy of +/- 6 seconds.
 JT9079
 JT9079.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9079.The vertical order pertains to the NGVD 29 superseded value.
 JT9079
 JT9079.The geoid height was determined by GEOID03.
 JT9079
 JT9079;                    North         East    Units  Estimated Accuracy
 JT9079;SPC CA 2     -   570,910.    1,970,890.      MT  (+/- 180 meters Scaled)
 JT9079
 JT9079                          SUPERSEDED SURVEY CONTROL
 JT9079
 JT9079  NGVD 29 (??/??/92)   42.81   (m)          140.5    (f) COMPUTED    2 2
 JT9079
 JT9079.Superseded values are not recommended for survey control.
 JT9079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9079.See file dsdata.txt to determine how the superseded data were derived.
 JT9079
 JT9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH583398(NAD 83)
 JT9079_MARKER: Z = SEE DESCRIPTION
 JT9079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9079_SP_SET: WELL MONUMENT
 JT9079_MARK LOGO: CA2330
 JT9079_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9079
 JT9079  HISTORY     - Date     Condition        Report By
 JT9079  HISTORY     - 1971     MONUMENTED       CA2330
 JT9079
 JT9079                          STATION DESCRIPTION
 JT9079
 JT9079'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9079'AT INTERSECTION OF BROWNS VALLEY ROAD AND WEST VIEW, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9080 ***********************************************************************
 JT9080  DESIGNATION -  38 A
 JT9080  PID         -  JT9080
 JT9080  STATE/COUNTY-  CA/NAPA
 JT9080  USGS QUAD   -  NAPA (1980)
 JT9080
 JT9080                         *CURRENT SURVEY CONTROL
 JT9080  ___________________________________________________________________
 JT9080* NAD 83(1986)-  38 18 00.     (N)    122 18 22.     (W)     SCALED    
 JT9080* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 JT9080  ___________________________________________________________________
 JT9080  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9080  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9080
 JT9080.The horizontal coordinates were scaled from a topographic map and have
 JT9080.an estimated accuracy of +/- 6 seconds.
 JT9080
 JT9080.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9080.The vertical order pertains to the NGVD 29 superseded value.
 JT9080
 JT9080.The geoid height was determined by GEOID03.
 JT9080
 JT9080;                    North         East    Units  Estimated Accuracy
 JT9080;SPC CA 2     -   570,350.    1,973,220.      MT  (+/- 180 meters Scaled)
 JT9080
 JT9080                          SUPERSEDED SURVEY CONTROL
 JT9080
 JT9080  NGVD 29 (??/??/92)   17.039  (m)           55.90   (f) ADJ UNCH    2 2
 JT9080
 JT9080.Superseded values are not recommended for survey control.
 JT9080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9080.See file dsdata.txt to determine how the superseded data were derived.
 JT9080
 JT9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606393(NAD 83)
 JT9080_MARKER: Z = SEE DESCRIPTION
 JT9080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9080_SP_SET: WELL MONUMENT
 JT9080_MARK LOGO: CA2330
 JT9080_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9080
 JT9080  HISTORY     - Date     Condition        Report By
 JT9080  HISTORY     - 1971     MONUMENTED       CA2330
 JT9080
 JT9080                          STATION DESCRIPTION
 JT9080
 JT9080'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9080'AT INTERSECTION OF BROWNS VALLEY ROAD AND WOODLAWN AVENUE, A WELL TYPE
 JT9080'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0354 ***********************************************************************
 EV0354  DESIGNATION -  38 A 69
 EV0354  PID         -  EV0354
 EV0354  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0354  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0354
 EV0354                         *CURRENT SURVEY CONTROL
 EV0354  ___________________________________________________________________
 EV0354* NAD 83(1986)-  34 06 03.     (N)    116 29 55.     (W)     SCALED    
 EV0354* NAVD 88     -       918.43   (+/-2cm)    3013.2    (feet)  VERTCON   
 EV0354  ___________________________________________________________________
 EV0354  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EV0354  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0354
 EV0354.The horizontal coordinates were scaled from a topographic map and have
 EV0354.an estimated accuracy of +/- 6 seconds.
 EV0354
 EV0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0354.The vertical order pertains to the NGVD 29 superseded value.
 EV0354
 EV0354.The geoid height was determined by GEOID03.
 EV0354
 EV0354;                    North         East    Units  Estimated Accuracy
 EV0354;SPC CA 5     -   567,680.    2,138,530.      MT  (+/- 180 meters Scaled)
 EV0354
 EV0354                          SUPERSEDED SURVEY CONTROL
 EV0354
 EV0354  NGVD 29 (??/??/92)  917.606  (m)         3010.51   (f) ADJ UNCH    1 2
 EV0354
 EV0354.Superseded values are not recommended for survey control.
 EV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0354.See file dsdata.txt to determine how the superseded data were derived.
 EV0354
 EV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT462734(NAD 83)
 EV0354_MARKER: DD = SURVEY DISK
 EV0354_SETTING: 0 = UNSPECIFIED SETTING
 EV0354_STAMPING: BM 38-A-69
 EV0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0354
 EV0354  HISTORY     - Date     Condition        Report By
 EV0354  HISTORY     - UNK      MONUMENTED       CADH
 EV0354  HISTORY     - 1969     GOOD             CA-071
 EV0354
 EV0354                          STATION DESCRIPTION
 EV0354
 EV0354'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0354'3.4 MI SW FROM YUCCA VALLEY.
 EV0354'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 62 (29 PALMS ROAD) FROM
 EV0354'YUCCA VALLEY POST OFFICE, A BRASS CAP IN SHALLOW CONCRETE FORM
 EV0354'(NOT FIRST ORDER BENCH), 50 FEET NORTHERLY OF CENTER LINE
 EV0354'STATE HIGHWAY, 27 FEET EAST OF PAVED AND DIRT ROAD, 7 FEET
 EV0354'ABOVE TWENTY-NINE PALMS ROAD, 6 FEET NORTH OF POWER POLE 1685734E,
 EV0354'LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1772 ***********************************************************************
 DY1772  DESIGNATION -  38 A UOCO
 DY1772  PID         -  DY1772
 DY1772  STATE/COUNTY-  CA/LOS ANGELES
 DY1772  USGS QUAD   -  TORRANCE (1981)
 DY1772
 DY1772                         *CURRENT SURVEY CONTROL
 DY1772  ___________________________________________________________________
 DY1772* NAD 83(1986)-  33 46 44.     (N)    118 16 58.     (W)     SCALED    
 DY1772* NAVD 88     -         6.63   (+/-2cm)      21.8    (feet)  VERTCON   
 DY1772  ___________________________________________________________________
 DY1772  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1772
 DY1772.The horizontal coordinates were scaled from a topographic map and have
 DY1772.an estimated accuracy of +/- 6 seconds.
 DY1772
 DY1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1772.The vertical order pertains to the NGVD 29 superseded value.
 DY1772
 DY1772.The geoid height was determined by GEOID03.
 DY1772
 DY1772;                    North         East    Units  Estimated Accuracy
 DY1772;SPC CA 5     -   530,970.    1,973,810.      MT  (+/- 180 meters Scaled)
 DY1772
 DY1772                          SUPERSEDED SURVEY CONTROL
 DY1772
 DY1772  NGVD 29 (??/??/92)    5.860  (m)           19.23   (f) ADJ UNCH    1 2
 DY1772
 DY1772.Superseded values are not recommended for survey control.
 DY1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1772.See file dsdata.txt to determine how the superseded data were derived.
 DY1772
 DY1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT812383(NAD 83)
 DY1772_MARKER: DD = SURVEY DISK
 DY1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1772_STAMPING: WC 38A 5S0 OF COR ELEV 22.24 LS 1968
 DY1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1772+STABILITY: SURFACE MOTION
 DY1772
 DY1772  HISTORY     - Date     Condition        Report By
 DY1772  HISTORY     - UNK      MONUMENTED       UOCO
 DY1772  HISTORY     - 1945     GOOD             NGS
 DY1772  HISTORY     - 1963     MARK NOT FOUND   UOCO
 DY1772
 DY1772                          STATION DESCRIPTION
 DY1772
 DY1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1772'1.2 MI W FROM WILMINGTON.
 DY1772'1.2 MILES WEST OF AVALON BOULEVARD IN WILMINGTON 0.2 MILE WEST
 DY1772'ALONG ANAHEIM STREET FROM FIGUEROA STREET, IN A LOW SHORT
 DY1772'FLAT, 38.0 FEET SOUTH OF THE CENTERLINE OF ANAHEIM STREET,
 DY1772'221 FEET WEST OF THE WEST DRIVEWAY TO THE UNION OIL COMPANY
 DY1772'GARAGE AND PARKING LOT LOCATED AT 1470 ANAHEIM STREET.  MARK
 DY1772'IS IN AN 8 INCH ROUND CONCRETE POST SET FLUSH WITH THE GROUND
 DY1772'AND IS 8.0 FEET SOUTH OF MON 37.  A UNION OIL CO. STANDARD DISK,
 DY1772'STAMPED WC 38 A 5 80 OF COR ELEV 22.24 LS 1968 AND SET IN
 DY1772'THE TOP OF A CONCRETE POST.
 DY1772
 DY1772                          STATION RECOVERY (1963)
 DY1772
 DY1772'RECOVERY NOTE BY UNION OIL COMPANY 1963
 DY1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9081 ***********************************************************************
 JT9081  DESIGNATION -  38 B
 JT9081  PID         -  JT9081
 JT9081  STATE/COUNTY-  CA/NAPA
 JT9081  USGS QUAD   -  NAPA (1980)
 JT9081
 JT9081                         *CURRENT SURVEY CONTROL
 JT9081  ___________________________________________________________________
 JT9081* NAD 83(1986)-  38 18 00.     (N)    122 18 34.     (W)     SCALED    
 JT9081* NAVD 88     -        19.93   (+/-2cm)      65.4    (feet)  VERTCON   
 JT9081  ___________________________________________________________________
 JT9081  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9081  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9081
 JT9081.The horizontal coordinates were scaled from a topographic map and have
 JT9081.an estimated accuracy of +/- 6 seconds.
 JT9081
 JT9081.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9081.The vertical order pertains to the NGVD 29 superseded value.
 JT9081
 JT9081.The geoid height was determined by GEOID03.
 JT9081
 JT9081;                    North         East    Units  Estimated Accuracy
 JT9081;SPC CA 2     -   570,350.    1,972,930.      MT  (+/- 180 meters Scaled)
 JT9081
 JT9081                          SUPERSEDED SURVEY CONTROL
 JT9081
 JT9081  NGVD 29 (??/??/92)   19.143  (m)           62.80   (f) ADJ UNCH    2 2
 JT9081
 JT9081.Superseded values are not recommended for survey control.
 JT9081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9081.See file dsdata.txt to determine how the superseded data were derived.
 JT9081
 JT9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603393(NAD 83)
 JT9081_MARKER: DD = SURVEY DISK
 JT9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9081_SP_SET: CONCRETE POST
 JT9081_MARK LOGO: CA2330
 JT9081_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9081+STABILITY: SURFACE MOTION
 JT9081
 JT9081  HISTORY     - Date     Condition        Report By
 JT9081  HISTORY     - 1971     MONUMENTED       CA2330
 JT9081
 JT9081                          STATION DESCRIPTION
 JT9081
 JT9081'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9081'ALONG FIRST STREET, 300 FT (91.4 M) EAST OF CHELSEA AT CHURCH ON
 JT9081'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9082 ***********************************************************************
 JT9082  DESIGNATION -  38 C
 JT9082  PID         -  JT9082
 JT9082  STATE/COUNTY-  CA/NAPA
 JT9082  USGS QUAD   -  NAPA (1980)
 JT9082
 JT9082                         *CURRENT SURVEY CONTROL
 JT9082  ___________________________________________________________________
 JT9082* NAD 83(1986)-  38 18 06.     (N)    122 18 52.     (W)     SCALED    
 JT9082* NAVD 88     -        22.10   (+/-2cm)      72.5    (feet)  VERTCON   
 JT9082  ___________________________________________________________________
 JT9082  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9082  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9082
 JT9082.The horizontal coordinates were scaled from a topographic map and have
 JT9082.an estimated accuracy of +/- 6 seconds.
 JT9082
 JT9082.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9082.The vertical order pertains to the NGVD 29 superseded value.
 JT9082
 JT9082.The geoid height was determined by GEOID03.
 JT9082
 JT9082;                    North         East    Units  Estimated Accuracy
 JT9082;SPC CA 2     -   570,540.    1,972,500.      MT  (+/- 180 meters Scaled)
 JT9082
 JT9082                          SUPERSEDED SURVEY CONTROL
 JT9082
 JT9082  NGVD 29 (??/??/92)   21.311  (m)           69.92   (f) ADJ UNCH    2 2
 JT9082
 JT9082.Superseded values are not recommended for survey control.
 JT9082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9082.See file dsdata.txt to determine how the superseded data were derived.
 JT9082
 JT9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599395(NAD 83)
 JT9082_MARKER: DD = SURVEY DISK
 JT9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9082_SP_SET: CONCRETE POST
 JT9082_MARK LOGO: CA2330
 JT9082_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9082+STABILITY: SURFACE MOTION
 JT9082
 JT9082  HISTORY     - Date     Condition        Report By
 JT9082  HISTORY     - 1971     MONUMENTED       CA2330
 JT9082
 JT9082                          STATION DESCRIPTION
 JT9082
 JT9082'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9082'AT INTERSECTION OF FIRST STREET AND LAUREL, 10 FT (3.0 M) WEST OF
 JT9082'CENTERLINE A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1073 ***********************************************************************
 DY1073  DESIGNATION -  38 C OF LB
 DY1073  PID         -  DY1073
 DY1073  STATE/COUNTY-  CA/LOS ANGELES
 DY1073  USGS QUAD   -  SAN PEDRO (1981)
 DY1073
 DY1073                         *CURRENT SURVEY CONTROL
 DY1073  ___________________________________________________________________
 DY1073* NAD 83(1986)-  33 43 47.     (N)    118 16 48.     (W)     SCALED    
 DY1073* NAVD 88     -        12.20   (+/-2cm)      40.0    (feet)  VERTCON   
 DY1073  ___________________________________________________________________
 DY1073  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1073  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1073
 DY1073.The horizontal coordinates were scaled from a topographic map and have
 DY1073.an estimated accuracy of +/- 6 seconds.
 DY1073
 DY1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1073.The vertical order pertains to the NGVD 29 superseded value.
 DY1073
 DY1073.The geoid height was determined by GEOID03.
 DY1073
 DY1073;                    North         East    Units  Estimated Accuracy
 DY1073;SPC CA 5     -   525,520.    1,974,050.      MT  (+/- 180 meters Scaled)
 DY1073
 DY1073                          SUPERSEDED SURVEY CONTROL
 DY1073
 DY1073  NGVD 29 (??/??/92)   11.444  (m)           37.55   (f) ADJ UNCH    1 2
 DY1073
 DY1073.Superseded values are not recommended for survey control.
 DY1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1073.See file dsdata.txt to determine how the superseded data were derived.
 DY1073
 DY1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814329(NAD 83)
 DY1073_MARKER: DD = SURVEY DISK
 DY1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1073_SP_SET: CURB
 DY1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1073
 DY1073  HISTORY     - Date     Condition        Report By
 DY1073  HISTORY     - UNK      MONUMENTED       CA1980
 DY1073  HISTORY     - 1945     GOOD             NGS
 DY1073
 DY1073                          STATION DESCRIPTION
 DY1073
 DY1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1073'AT SAN PEDRO.
 DY1073'ON HARBOR BOULEVARD, AT THE SOUTHWEST CORNER OF THE SIGNAL
 DY1073'STREET VIADUCT LEADING TO LOS ANGELES OUTER HARBOR, IN THE TOP
 DY1073'OF THE WEST CONCRETE CURB, 5.7 FEET NORTH OF THE SOUTH END, 4.6
 DY1073'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE LAMP POST,
 DY1073'AND 4.5 FEET SOUTH OF THE PROLONGATION OF THE SOUTH CURB.  A
 DY1073'BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0373 ***********************************************************************
 DY0373  DESIGNATION -  38 C OF LB
 DY0373  PID         -  DY0373
 DY0373  STATE/COUNTY-  CA/LOS ANGELES
 DY0373  USGS QUAD   -  LONG BEACH (1981)
 DY0373
 DY0373                         *CURRENT SURVEY CONTROL
 DY0373  ___________________________________________________________________
 DY0373* NAD 83(1986)-  33 45 24.     (N)    118 08 18.     (W)     SCALED    
 DY0373* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 DY0373  ___________________________________________________________________
 DY0373  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0373  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0373
 DY0373.The horizontal coordinates were scaled from a topographic map and have
 DY0373.an estimated accuracy of +/- 6 seconds.
 DY0373
 DY0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0373.The vertical order pertains to the NGVD 29 superseded value.
 DY0373
 DY0373.The geoid height was determined by GEOID03.
 DY0373
 DY0373;                    North         East    Units  Estimated Accuracy
 DY0373;SPC CA 5     -   528,480.    1,987,180.      MT  (+/- 180 meters Scaled)
 DY0373
 DY0373                          SUPERSEDED SURVEY CONTROL
 DY0373
 DY0373  NGVD 29 (??/??/92)    1.589  (m)            5.21   (f) ADJ UNCH    1 2
 DY0373
 DY0373.Superseded values are not recommended for survey control.
 DY0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0373.See file dsdata.txt to determine how the superseded data were derived.
 DY0373
 DY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT945357(NAD 83)
 DY0373_MARKER: DD = SURVEY DISK
 DY0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0373+STABILITY: SURFACE MOTION
 DY0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0373+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2006
 DY0373
 DY0373  HISTORY     - Date     Condition        Report By
 DY0373  HISTORY     - UNK      MONUMENTED       CA1970
 DY0373  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0373  HISTORY     - 1964     GOOD             NGS
 DY0373  HISTORY     - 20061123 GOOD             GEOCAC
 DY0373
 DY0373                          STATION DESCRIPTION
 DY0373
 DY0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0373'AT LONG BEACH.
 DY0373'AT THE INTERSECTION OF OCEAN BOULEVARD AND GRANADA AVENUE, 7.2 FEET
 DY0373'NORTHEAST OF THE NORTHEAST CURB OF OCEAN BOULEVARD, 3.2 FEET
 DY0373'SOUTHEAST OF THE SOUTHEAST CURB OF GRANADA AVENUE, AND 1.4 FEET
 DY0373'NORTHEAST OF THE OCEAN BOULEVARD SIDEWALK, A 2-INCH BRASS-PLUG,
 DY0373'SET IN THE TOP OF A CONCRETE POST 0.6 FOOT UNDER GROUND, ACCESS
 DY0373'TO WHICH IS HAD THROUGH AN IRON PIPE WITH A CAST-IRON COVER
 DY0373'MARKED LB BM.  IT APPEARS THAT A NEW TELEPHONE POLE STANDS AT
 DY0373'THE LOCATION DERIVED IN SUPPLEMENT NO. 1 OF LITHO LIST, DATED
 DY0373'AUGUST 1, 1950.
 DY0373
 DY0373                          STATION RECOVERY (1964)
 DY0373
 DY0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0373'RECOVERED IN GOOD CONDITION.
 DY0373
 DY0373                          STATION RECOVERY (2006)
 DY0373
 DY0373'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0373'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE 1954
 DY0373'RECOVERY INFORMATION.  THE SIDEWALK HAS BEEN EXTENDED TO THE NORTH AND
 DY0373'THE COVER TO THE MARK IS NOW IN THE SIDEWALK.  THE COVER CONTAINS ONLY
 DY0373'THE LETTERS LB.  THERE IS NO TELEPHONE POLE AT THE LOCATION OF THIS
 DY0373'MARK.
 DY0373'THERE IS NOW A BRASS DISK STAMPED CLB BM 38 2000 FLUSH WITH THE
 DY0373'SIDEWALK SOUTH OF THE COVER TO THIS MARK WHICH WOULD APPEAR TO BE A
 DY0373'RESET OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9083 ***********************************************************************
 JT9083  DESIGNATION -  38 D
 JT9083  PID         -  JT9083
 JT9083  STATE/COUNTY-  CA/NAPA
 JT9083  USGS QUAD   -  NAPA (1980)
 JT9083
 JT9083                         *CURRENT SURVEY CONTROL
 JT9083  ___________________________________________________________________
 JT9083* NAD 83(1986)-  38 18 06.     (N)    122 19 04.     (W)     SCALED    
 JT9083* NAVD 88     -        24.82   (+/-2cm)      81.4    (feet)  VERTCON   
 JT9083  ___________________________________________________________________
 JT9083  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9083  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9083
 JT9083.The horizontal coordinates were scaled from a topographic map and have
 JT9083.an estimated accuracy of +/- 6 seconds.
 JT9083
 JT9083.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9083.The vertical order pertains to the NGVD 29 superseded value.
 JT9083
 JT9083.The geoid height was determined by GEOID03.
 JT9083
 JT9083;                    North         East    Units  Estimated Accuracy
 JT9083;SPC CA 2     -   570,540.    1,972,200.      MT  (+/- 180 meters Scaled)
 JT9083
 JT9083                          SUPERSEDED SURVEY CONTROL
 JT9083
 JT9083  NGVD 29 (??/??/92)   24.030  (m)           78.84   (f) ADJ UNCH    2 2
 JT9083
 JT9083.Superseded values are not recommended for survey control.
 JT9083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9083.See file dsdata.txt to determine how the superseded data were derived.
 JT9083
 JT9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596395(NAD 83)
 JT9083_MARKER: DD = SURVEY DISK
 JT9083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9083_SP_SET: CONCRETE POST
 JT9083_MARK LOGO: CA2330
 JT9083_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9083+STABILITY: SURFACE MOTION
 JT9083
 JT9083  HISTORY     - Date     Condition        Report By
 JT9083  HISTORY     - 1971     MONUMENTED       CA2330
 JT9083
 JT9083                          STATION DESCRIPTION
 JT9083
 JT9083'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9083'AT INTERSECTION OF FIRST STREET AND ROBINSON LANE, NORTH OF CENTERLINE
 JT9083'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3500 ***********************************************************************
 EV3500  DESIGNATION -  38 DOR
 EV3500  PID         -  EV3500
 EV3500  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3500  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3500
 EV3500                         *CURRENT SURVEY CONTROL
 EV3500  ___________________________________________________________________
 EV3500* NAD 83(1986)-  34 08 08.     (N)    116 18 55.     (W)     SCALED    
 EV3500* NAVD 88     -       832.148  (meters)    2730.14   (feet)  READJUSTED
 EV3500  ___________________________________________________________________
 EV3500  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EV3500  DYNAMIC HT  -         831.120 (meters)    2726.77  (feet)  COMP
 EV3500  MODELED GRAV-     979,378.0   (mgal)                       NAVD 88
 EV3500
 EV3500  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3500
 EV3500.The horizontal coordinates were scaled from a topographic map and have
 EV3500.an estimated accuracy of +/- 6 seconds.
 EV3500
 EV3500.The orthometric height was determined by differential leveling
 EV3500.and adjusted in February 1993.
 EV3500.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3500.distribution rate of 0.0 thru 1.0 mm/km.
 EV3500.The height was derived from older observations constrained to new
 EV3500.heights in a crustal motion area.  The height is approximate in
 EV3500.relation to other heights in its vicinity.
 EV3500
 EV3500.The geoid height was determined by GEOID03.
 EV3500
 EV3500.The dynamic height is computed by dividing the NAVD 88
 EV3500.geopotential number by the normal gravity value computed on the
 EV3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3500.degrees latitude (g = 980.6199 gals.).
 EV3500
 EV3500.The modeled gravity was interpolated from observed gravity values.
 EV3500
 EV3500;                    North         East    Units  Estimated Accuracy
 EV3500;SPC CA 5     -   571,800.    2,155,390.      MT  (+/- 180 meters Scaled)
 EV3500
 EV3500                          SUPERSEDED SURVEY CONTROL
 EV3500
 EV3500  NGVD 29 (??/??/92)  831.348  (m)         2727.51   (f) ADJ UNCH    1 1
 EV3500
 EV3500.Superseded values are not recommended for survey control.
 EV3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3500.See file dsdata.txt to determine how the superseded data were derived.
 EV3500
 EV3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT631773(NAD 83)
 EV3500_MARKER: DB = BENCH MARK DISK
 EV3500_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV3500_SP_SET: CURB
 EV3500_STAMPING: 2728 38 DOR 1972
 EV3500_MARK LOGO: USGS  
 EV3500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EV3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3500+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 EV3500
 EV3500  HISTORY     - Date     Condition        Report By
 EV3500  HISTORY     - 1972     MONUMENTED       USGS
 EV3500  HISTORY     - 1978     GOOD             NGS
 EV3500  HISTORY     - 19810220 GOOD             CADT
 EV3500  HISTORY     - 20031217 GOOD             INDIV
 EV3500
 EV3500                          STATION DESCRIPTION
 EV3500
 EV3500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3500'7.95 MI EAST FROM YUCCA VALLEY.
 EV3500'7.9 MILES EAST ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT YUCCA
 EV3500'VALLEY, THENCE 0.05 MILE NORTH ALONG PARK BOULEVARD TO COMMERCIAL
 EV3500'STREET, 32 FT. EAST OF THE CENTER LINE OF PARK BOULEVARD, 16 FT.
 EV3500'NORTH OF THE EXTENDED CENTER LINE OF FRONT ENTRANCE TO THE JOSHUA
 EV3500'TREE POST OFFICE, 51 FT. SOUTH OF THE CENTER LINE OF THE
 EV3500'STREET, IN TOP OF THE EAST CURB OF THE BOULEVARD.
 EV3500
 EV3500                          STATION RECOVERY (1981)
 EV3500
 EV3500'RECOVERY NOTE BY CALTRANS 1981
 EV3500'RECOVERED IN GOOD CONDITION.
 EV3500
 EV3500                          STATION RECOVERY (2003)
 EV3500
 EV3500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RCF)
 EV3500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9084 ***********************************************************************
 JT9084  DESIGNATION -  38 E
 JT9084  PID         -  JT9084
 JT9084  STATE/COUNTY-  CA/NAPA
 JT9084  USGS QUAD   -  NAPA (1980)
 JT9084
 JT9084                         *CURRENT SURVEY CONTROL
 JT9084  ___________________________________________________________________
 JT9084* NAD 83(1986)-  38 18 12.     (N)    122 19 16.     (W)     SCALED    
 JT9084* NAVD 88     -        29.32   (+/-2cm)      96.2    (feet)  VERTCON   
 JT9084  ___________________________________________________________________
 JT9084  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9084  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9084
 JT9084.The horizontal coordinates were scaled from a topographic map and have
 JT9084.an estimated accuracy of +/- 6 seconds.
 JT9084
 JT9084.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9084.The vertical order pertains to the NGVD 29 superseded value.
 JT9084
 JT9084.The geoid height was determined by GEOID03.
 JT9084
 JT9084;                    North         East    Units  Estimated Accuracy
 JT9084;SPC CA 2     -   570,720.    1,971,910.      MT  (+/- 180 meters Scaled)
 JT9084
 JT9084                          SUPERSEDED SURVEY CONTROL
 JT9084
 JT9084  NGVD 29 (??/??/92)   28.54   (m)           93.6    (f) COMPUTED    2 2
 JT9084
 JT9084.Superseded values are not recommended for survey control.
 JT9084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9084.See file dsdata.txt to determine how the superseded data were derived.
 JT9084
 JT9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593396(NAD 83)
 JT9084_MARKER: DD = SURVEY DISK
 JT9084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9084_SP_SET: CONCRETE POST
 JT9084_MARK LOGO: CA2330
 JT9084_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9084+STABILITY: SURFACE MOTION
 JT9084
 JT9084  HISTORY     - Date     Condition        Report By
 JT9084  HISTORY     - 1971     MONUMENTED       CA2330
 JT9084
 JT9084                          STATION DESCRIPTION
 JT9084
 JT9084'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9084'ALONG BROWNS VALLEY ROAD, 1000 FT (304.8 M) WEST OF ROBINSON LANE AT
 JT9084'NO. 3110 NORTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT2354 ***********************************************************************
 HT2354  DESIGNATION -  38 EBDA
 HT2354  PID         -  HT2354
 HT2354  STATE/COUNTY-  CA/ALAMEDA
 HT2354  USGS QUAD   -  NEWARK (1997)
 HT2354
 HT2354                         *CURRENT SURVEY CONTROL
 HT2354  ___________________________________________________________________
 HT2354* NAD 83(1986)-  37 35 37.     (N)    122 05 32.     (W)     SCALED    
 HT2354* NAVD 88     -         3.968  (meters)      13.02   (feet)  ADJUSTED  
 HT2354  ___________________________________________________________________
 HT2354  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HT2354  DYNAMIC HT  -           3.965 (meters)      13.01  (feet)  COMP
 HT2354  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 HT2354
 HT2354  VERT ORDER  -  SECOND    CLASS I
 HT2354
 HT2354.The horizontal coordinates were scaled from a topographic map and have
 HT2354.an estimated accuracy of +/- 6 seconds.
 HT2354
 HT2354.The orthometric height was determined by differential leveling
 HT2354.and adjusted in September 1994.
 HT2354
 HT2354.The geoid height was determined by GEOID03.
 HT2354
 HT2354.The dynamic height is computed by dividing the NAVD 88
 HT2354.geopotential number by the normal gravity value computed on the
 HT2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT2354.degrees latitude (g = 980.6199 gals.).
 HT2354
 HT2354.The modeled gravity was interpolated from observed gravity values.
 HT2354
 HT2354;                    North         East    Units  Estimated Accuracy
 HT2354;SPC CA 3     -   622,570.    1,859,400.      MT  (+/- 180 meters Scaled)
 HT2354
 HT2354                          SUPERSEDED SURVEY CONTROL
 HT2354
 HT2354.No superseded survey control is available for this station.
 HT2354
 HT2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG801611(NAD 83)
 HT2354_MARKER: DB = BENCH MARK DISK
 HT2354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT2354_SP_SET: CULVERT
 HT2354_STAMPING: 38
 HT2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT2354
 HT2354  HISTORY     - Date     Condition        Report By
 HT2354  HISTORY     - UNK      MONUMENTED       EBDA
 HT2354  HISTORY     - 1977     GOOD             NGS
 HT2354
 HT2354                          STATION DESCRIPTION
 HT2354
 HT2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HT2354'IN UNION CITY.
 HT2354'AT UNION CITY, AT THE ALAMEDA COUNTY FLOOD CONTROL UP LIFT STATION,
 HT2354'IN TOP AND CENTER OF THE FLOOR OF A CULVERT WITH TIDE GATES, 1 FT
 HT2354'SOUTHEAST OF THE NORTHWEST HEADWALL , 9 FT NORTHWEST OF THE CENTER
 HT2354'LINE OF THE SOUTHEAST LEVEE ROAD OF ALAMEDA CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9085 ***********************************************************************
 JT9085  DESIGNATION -  38 F
 JT9085  PID         -  JT9085
 JT9085  STATE/COUNTY-  CA/NAPA
 JT9085  USGS QUAD   -  NAPA (1980)
 JT9085
 JT9085                         *CURRENT SURVEY CONTROL
 JT9085  ___________________________________________________________________
 JT9085* NAD 83(1986)-  38 18 12.     (N)    122 19 28.     (W)     SCALED    
 JT9085* NAVD 88     -        33.68   (+/-2cm)     110.5    (feet)  VERTCON   
 JT9085  ___________________________________________________________________
 JT9085  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9085  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9085
 JT9085.The horizontal coordinates were scaled from a topographic map and have
 JT9085.an estimated accuracy of +/- 6 seconds.
 JT9085
 JT9085.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9085.The vertical order pertains to the NGVD 29 superseded value.
 JT9085
 JT9085.The geoid height was determined by GEOID03.
 JT9085
 JT9085;                    North         East    Units  Estimated Accuracy
 JT9085;SPC CA 2     -   570,730.    1,971,620.      MT  (+/- 180 meters Scaled)
 JT9085
 JT9085                          SUPERSEDED SURVEY CONTROL
 JT9085
 JT9085  NGVD 29 (??/??/92)   32.89   (m)          107.9    (f) COMPUTED    2 2
 JT9085
 JT9085.Superseded values are not recommended for survey control.
 JT9085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9085.See file dsdata.txt to determine how the superseded data were derived.
 JT9085
 JT9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590396(NAD 83)
 JT9085_MARKER: DD = SURVEY DISK
 JT9085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9085_SP_SET: CONCRETE POST
 JT9085_MARK LOGO: CA2330
 JT9085_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9085+STABILITY: SURFACE MOTION
 JT9085
 JT9085  HISTORY     - Date     Condition        Report By
 JT9085  HISTORY     - 1971     MONUMENTED       CA2330
 JT9085
 JT9085                          STATION DESCRIPTION
 JT9085
 JT9085'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9085'ALONG BROWNS VALLEY ROAD, WEST OF THOMPSON AVENUE AT NO. 3178, SOUTH
 JT9085'OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2248 ***********************************************************************
 EV2248  DESIGNATION -  38 FMK
 EV2248  PID         -  EV2248
 EV2248  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2248  USGS QUAD   -  KRAMER JUNCTION (1973)
 EV2248
 EV2248                         *CURRENT SURVEY CONTROL
 EV2248  ___________________________________________________________________
 EV2248* NAD 83(1986)-  34 59 32.     (N)    117 32 01.     (W)     SCALED    
 EV2248* NAVD 88     -       751.889  (meters)    2466.82   (feet)  ADJUSTED  
 EV2248  ___________________________________________________________________
 EV2248  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EV2248  DYNAMIC HT  -         751.042 (meters)    2464.04  (feet)  COMP
 EV2248  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 EV2248
 EV2248  VERT ORDER  -  FIRST     CLASS I
 EV2248
 EV2248.The horizontal coordinates were scaled from a topographic map and have
 EV2248.an estimated accuracy of +/- 6 seconds.
 EV2248
 EV2248.The orthometric height was determined by differential leveling
 EV2248.and adjusted in June 1991.
 EV2248
 EV2248.The geoid height was determined by GEOID03.
 EV2248
 EV2248.The dynamic height is computed by dividing the NAVD 88
 EV2248.geopotential number by the normal gravity value computed on the
 EV2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2248.degrees latitude (g = 980.6199 gals.).
 EV2248
 EV2248.The modeled gravity was interpolated from observed gravity values.
 EV2248
 EV2248;                    North         East    Units  Estimated Accuracy
 EV2248;SPC CA 5     -   665,620.    2,042,580.      MT  (+/- 180 meters Scaled)
 EV2248
 EV2248                          SUPERSEDED SURVEY CONTROL
 EV2248
 EV2248  NGVD 29 (??/??/92)  751.096  (m)         2464.22   (f) ADJ UNCH    1 1
 EV2248
 EV2248.Superseded values are not recommended for survey control.
 EV2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2248.See file dsdata.txt to determine how the superseded data were derived.
 EV2248
 EV2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU513723(NAD 83)
 EV2248_MARKER: DD = SURVEY DISK
 EV2248_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2248_SP_SET: 15 FEET
 EV2248_STAMPING: 38 FMK 1973
 EV2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2248
 EV2248  HISTORY     - Date     Condition        Report By
 EV2248  HISTORY     - 1973     MONUMENTED       USGS
 EV2248  HISTORY     - 1974     GOOD             NGS
 EV2248  HISTORY     - 1977     GOOD             NGS
 EV2248
 EV2248                          STATION DESCRIPTION
 EV2248
 EV2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2248'6.8 MI E FROM BORON.
 EV2248'6.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2248'FROM THE STATION AT BORON, 8 POLES WEST OF MILEPOST 777, 75.1
 EV2248'FEET NORTH OF THE NORTH RAIL, 8 1/2 FEET EAST OF THE 8TH POLE
 EV2248'WEST OF THE MILEPOST, 121 FEET NORTH AND ACROSS THE TRACK FROM
 EV2248'TELEPHONE POLE 187-8, 1.3 FEET NORTH OF A WITNESS POST, ABOUT
 EV2248'6 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER
 EV2248'COATED ROD DRIVEN TO A DEPTH OF 15 FEET.  THE UPPER PORTION OF
 EV2248'THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT
 EV2248'ABOVE THE GROUND.  SECTION 5, T10N, R6W
 EV2248
 EV2248                          STATION RECOVERY (1977)
 EV2248
 EV2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2248'ADD-47 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9086 ***********************************************************************
 JT9086  DESIGNATION -  38 G
 JT9086  PID         -  JT9086
 JT9086  STATE/COUNTY-  CA/NAPA
 JT9086  USGS QUAD   -  NAPA (1980)
 JT9086
 JT9086                         *CURRENT SURVEY CONTROL
 JT9086  ___________________________________________________________________
 JT9086* NAD 83(1986)-  38 18 18.     (N)    122 19 52.     (W)     SCALED    
 JT9086* NAVD 88     -        39.93   (+/-2cm)     131.0    (feet)  VERTCON   
 JT9086  ___________________________________________________________________
 JT9086  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9086  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9086
 JT9086.The horizontal coordinates were scaled from a topographic map and have
 JT9086.an estimated accuracy of +/- 6 seconds.
 JT9086
 JT9086.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9086.The vertical order pertains to the NGVD 29 superseded value.
 JT9086
 JT9086.The geoid height was determined by GEOID03.
 JT9086
 JT9086;                    North         East    Units  Estimated Accuracy
 JT9086;SPC CA 2     -   570,910.    1,971,040.      MT  (+/- 180 meters Scaled)
 JT9086
 JT9086                          SUPERSEDED SURVEY CONTROL
 JT9086
 JT9086  NGVD 29 (??/??/92)   39.14   (m)          128.4    (f) COMPUTED    2 2
 JT9086
 JT9086.Superseded values are not recommended for survey control.
 JT9086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9086.See file dsdata.txt to determine how the superseded data were derived.
 JT9086
 JT9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH584398(NAD 83)
 JT9086_MARKER: DD = SURVEY DISK
 JT9086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9086_SP_SET: CONCRETE POST
 JT9086_MARK LOGO: CA2330
 JT9086_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9086+STABILITY: SURFACE MOTION
 JT9086
 JT9086  HISTORY     - Date     Condition        Report By
 JT9086  HISTORY     - 1971     MONUMENTED       CA2330
 JT9086
 JT9086                          STATION DESCRIPTION
 JT9086
 JT9086'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9086'ALONG BROWNS VALLEY ROAD, 400 FT (121.9 M) EAST OF MCCORMICK LANE AT
 JT9086'CENTERLINE PI, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9087 ***********************************************************************
 JT9087  DESIGNATION -  38 H
 JT9087  PID         -  JT9087
 JT9087  STATE/COUNTY-  CA/NAPA
 JT9087  USGS QUAD   -  NAPA (1980)
 JT9087
 JT9087                         *CURRENT SURVEY CONTROL
 JT9087  ___________________________________________________________________
 JT9087* NAD 83(1986)-  38 18 18.     (N)    122 20 04.     (W)     SCALED    
 JT9087* NAVD 88     -        45.36   (+/-2cm)     148.8    (feet)  VERTCON   
 JT9087  ___________________________________________________________________
 JT9087  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9087  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9087
 JT9087.The horizontal coordinates were scaled from a topographic map and have
 JT9087.an estimated accuracy of +/- 6 seconds.
 JT9087
 JT9087.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9087.The vertical order pertains to the NGVD 29 superseded value.
 JT9087
 JT9087.The geoid height was determined by GEOID03.
 JT9087
 JT9087;                    North         East    Units  Estimated Accuracy
 JT9087;SPC CA 2     -   570,910.    1,970,750.      MT  (+/- 180 meters Scaled)
 JT9087
 JT9087                          SUPERSEDED SURVEY CONTROL
 JT9087
 JT9087  NGVD 29 (??/??/92)   44.56   (m)          146.2    (f) COMPUTED    2 2
 JT9087
 JT9087.Superseded values are not recommended for survey control.
 JT9087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9087.See file dsdata.txt to determine how the superseded data were derived.
 JT9087
 JT9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH581398(NAD 83)
 JT9087_MARKER: DD = SURVEY DISK
 JT9087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9087_SP_SET: CONCRETE POST
 JT9087_MARK LOGO: CA2330
 JT9087_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9087+STABILITY: SURFACE MOTION
 JT9087
 JT9087  HISTORY     - Date     Condition        Report By
 JT9087  HISTORY     - 1971     MONUMENTED       CA2330
 JT9087
 JT9087                          STATION DESCRIPTION
 JT9087
 JT9087'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9087'ALONG BROWNS VALLEY ROAD, 400 FT (121.9 M) WEST OF WESTVIEW AT
 JT9087'CENTERLINE PI, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1650 ***********************************************************************
 JT1650  DESIGNATION -  38 J
 JT1650  PID         -  JT1650
 JT1650  STATE/COUNTY-  CA/NAPA
 JT1650  USGS QUAD   -  NAPA (1980)
 JT1650
 JT1650                         *CURRENT SURVEY CONTROL
 JT1650  ___________________________________________________________________
 JT1650* NAD 83(1986)-  38 18 21.     (N)    122 20 21.     (W)     SCALED    
 JT1650* NAVD 88     -        51.90   (+/-2cm)     170.3    (feet)  VERTCON   
 JT1650  ___________________________________________________________________
 JT1650  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1650  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1650
 JT1650.The horizontal coordinates were scaled from a topographic map and have
 JT1650.an estimated accuracy of +/- 6 seconds.
 JT1650
 JT1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1650.The vertical order pertains to the NGVD 29 superseded value.
 JT1650
 JT1650.The geoid height was determined by GEOID03.
 JT1650
 JT1650;                    North         East    Units  Estimated Accuracy
 JT1650;SPC CA 2     -   571,010.    1,970,330.      MT  (+/- 180 meters Scaled)
 JT1650
 JT1650                          SUPERSEDED SURVEY CONTROL
 JT1650
 JT1650  NGVD 29 (??/??/92)   51.101  (m)          167.65   (f) ADJ UNCH    1 1
 JT1650
 JT1650.Superseded values are not recommended for survey control.
 JT1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1650.See file dsdata.txt to determine how the superseded data were derived.
 JT1650
 JT1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577399(NAD 83)
 JT1650_MARKER: DD = SURVEY DISK
 JT1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1650_SP_SET: CONCRETE POST
 JT1650_MARK LOGO: CA2330
 JT1650_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1650+STABILITY: SURFACE MOTION
 JT1650
 JT1650  HISTORY     - Date     Condition        Report By
 JT1650  HISTORY     - 1971     MONUMENTED       CA2330
 JT1650
 JT1650                          STATION DESCRIPTION
 JT1650
 JT1650'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1650'AT INTERSECTION OF BROWNS VALLEY ROAD AND BUHMAN IN THE SOUTHEAST
 JT1650'CORNER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1653 ***********************************************************************
 JT1653  DESIGNATION -  38 K
 JT1653  PID         -  JT1653
 JT1653  STATE/COUNTY-  CA/NAPA
 JT1653  USGS QUAD   -  NAPA (1980)
 JT1653
 JT1653                         *CURRENT SURVEY CONTROL
 JT1653  ___________________________________________________________________
 JT1653* NAD 83(1986)-  38 18 24.     (N)    122 20 28.     (W)     SCALED    
 JT1653* NAVD 88     -        54.53   (+/-2cm)     178.9    (feet)  VERTCON   
 JT1653  ___________________________________________________________________
 JT1653  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT1653  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1653
 JT1653.The horizontal coordinates were scaled from a topographic map and have
 JT1653.an estimated accuracy of +/- 6 seconds.
 JT1653
 JT1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1653.The vertical order pertains to the NGVD 29 superseded value.
 JT1653
 JT1653.The geoid height was determined by GEOID03.
 JT1653
 JT1653;                    North         East    Units  Estimated Accuracy
 JT1653;SPC CA 2     -   571,100.    1,970,160.      MT  (+/- 180 meters Scaled)
 JT1653
 JT1653                          SUPERSEDED SURVEY CONTROL
 JT1653
 JT1653  NGVD 29 (??/??/92)   53.728  (m)          176.27   (f) ADJ UNCH    1 1
 JT1653
 JT1653.Superseded values are not recommended for survey control.
 JT1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1653.See file dsdata.txt to determine how the superseded data were derived.
 JT1653
 JT1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576400(NAD 83)
 JT1653_MARKER: DD = SURVEY DISK
 JT1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1653_SP_SET: CONCRETE POST
 JT1653_MARK LOGO: CA2330
 JT1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1653+STABILITY: SURFACE MOTION
 JT1653
 JT1653  HISTORY     - Date     Condition        Report By
 JT1653  HISTORY     - 1971     MONUMENTED       CA2330
 JT1653
 JT1653                          STATION DESCRIPTION
 JT1653
 JT1653'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1653'AT INTERSECTION OF BROWNS VALLEY ROAD AND PATRICK, NORTH OF CENTERLINE
 JT1653'AT EP PROJECTION SOUTH, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1653'CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0833 ***********************************************************************
 JT0833  DESIGNATION -  38 M
 JT0833  PID         -  JT0833
 JT0833  STATE/COUNTY-  CA/SONOMA
 JT0833  USGS QUAD   -  SEBASTOPOL (1980)
 JT0833
 JT0833                         *CURRENT SURVEY CONTROL
 JT0833  ___________________________________________________________________
 JT0833* NAD 83(1986)-  38 23 47.     (N)    122 51 04.     (W)     SCALED    
 JT0833* NAVD 88     -        56.195  (meters)     184.37   (feet)  ADJUSTED  
 JT0833  ___________________________________________________________________
 JT0833  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT0833  DYNAMIC HT  -          56.160 (meters)     184.25  (feet)  COMP
 JT0833  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JT0833
 JT0833  VERT ORDER  -  FIRST     CLASS II
 JT0833
 JT0833.The horizontal coordinates were scaled from a topographic map and have
 JT0833.an estimated accuracy of +/- 6 seconds.
 JT0833
 JT0833.The orthometric height was determined by differential leveling
 JT0833.and adjusted in June 1991.
 JT0833
 JT0833.The geoid height was determined by GEOID03.
 JT0833
 JT0833.The dynamic height is computed by dividing the NAVD 88
 JT0833.geopotential number by the normal gravity value computed on the
 JT0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0833.degrees latitude (g = 980.6199 gals.).
 JT0833
 JT0833.The modeled gravity was interpolated from observed gravity values.
 JT0833
 JT0833;                    North         East    Units  Estimated Accuracy
 JT0833;SPC CA 2     -   581,350.    1,925,650.      MT  (+/- 180 meters Scaled)
 JT0833
 JT0833                          SUPERSEDED SURVEY CONTROL
 JT0833
 JT0833  NGVD 29 (12/02/92)   55.345  (m)          181.58   (f) ADJUSTED    1 2
 JT0833
 JT0833.Superseded values are not recommended for survey control.
 JT0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0833.See file dsdata.txt to determine how the superseded data were derived.
 JT0833
 JT0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH130498(NAD 83)
 JT0833_MARKER: DB = BENCH MARK DISK
 JT0833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT0833_SP_SET: HEADWALL
 JT0833_STAMPING: 38 M 180 1933
 JT0833_MARK LOGO: USGS  
 JT0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0833+STABILITY: SURFACE MOTION
 JT0833
 JT0833  HISTORY     - Date     Condition        Report By
 JT0833  HISTORY     - 1933     MONUMENTED       USGS
 JT0833  HISTORY     - 1960     GOOD             NGS
 JT0833  HISTORY     - 1984     GOOD             USPSQD
 JT0833  HISTORY     - 1987     GOOD             NGS
 JT0833
 JT0833                          STATION DESCRIPTION
 JT0833
 JT0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JT0833'1.5 MI W FROM SEBASTOPOL.
 JT0833'1.5 MILES WEST ALONG BODEGA HIGHWAY FROM THE PUBLIC LIBRARY IN
 JT0833'SEBASTOPOL, AT THE WATER TROUGH ROAD INTERSECTION, 100 FEET SOUTH
 JT0833'OF THE CENTERLINE OF BODEGA HIGHWAY, 30 FEET WEST OF THE
 JT0833'CENTERLINE OF WATER TROUGH ROAD, IN THE TOP OF THE NORTHWEST
 JT0833'CORNER OF A SMALL MULTIPLE CULVERT, A U.S. GEOLOGICAL SURVEY
 JT0833'DISK CEMENTED IN A DRILL HOLE.
 JT0833
 JT0833                          STATION RECOVERY (1984)
 JT0833
 JT0833'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0833'RECOVERED IN GOOD CONDITION.
 JT0833
 JT0833                          STATION RECOVERY (1987)
 JT0833
 JT0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0833'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.6 KM
 JT0833'(1.60 MI) SOUTHWESTERLY ALONG BODEGA HIGHWAY FROM THE JUNCTION OF MAIN
 JT0833'STREET IN SEBASTOPOL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2147 ***********************************************************************
 GU2147  DESIGNATION -  38 USGS
 GU2147  PID         -  GU2147
 GU2147  STATE/COUNTY-  CA/MONTEREY
 GU2147  USGS QUAD   -  PRUNEDALE (1993)
 GU2147
 GU2147                         *CURRENT SURVEY CONTROL
 GU2147  ___________________________________________________________________
 GU2147* NAD 83(1986)-  36 50 11.     (N)    121 44 22.     (W)     SCALED    
 GU2147* NAVD 88     -         1.83   (+/-2cm)       6.0    (feet)  VERTCON   
 GU2147  ___________________________________________________________________
 GU2147  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 GU2147  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2147
 GU2147.The horizontal coordinates were scaled from a topographic map and have
 GU2147.an estimated accuracy of +/- 6 seconds.
 GU2147
 GU2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2147.The vertical order pertains to the NGVD 29 superseded value.
 GU2147
 GU2147.The geoid height was determined by GEOID03.
 GU2147
 GU2147;                    North         East    Units  Estimated Accuracy
 GU2147;SPC CA 4     -   670,270.    1,755,680.      MT  (+/- 180 meters Scaled)
 GU2147
 GU2147                          SUPERSEDED SURVEY CONTROL
 GU2147
 GU2147  NGVD 29 (??/??/92)    0.994  (m)            3.26   (f) ADJ UNCH    1 2
 GU2147
 GU2147.Superseded values are not recommended for survey control.
 GU2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2147.See file dsdata.txt to determine how the superseded data were derived.
 GU2147
 GU2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF124774(NAD 83)
 GU2147_MARKER: P = PIPE CAP
 GU2147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2147_STAMPING: SF 3 1908 38
 GU2147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2147
 GU2147  HISTORY     - Date     Condition        Report By
 GU2147  HISTORY     - 1908     MONUMENTED       USGS
 GU2147  HISTORY     - 1967     MARK NOT FOUND   NGS
 GU2147  HISTORY     - 1977     MARK NOT FOUND   NGS
 GU2147
 GU2147                          STATION DESCRIPTION
 GU2147
 GU2147'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 GU2147'4.5 MI S FROM WATSONVILLE JUNCTION.
 GU2147'4.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 GU2147'WATSONVILLE JUNCTION, MONTEREY COUNTY, 100 FEET NORTH OF MILEPOST
 GU2147'105, AND JUST EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL
 GU2147'SURVEY STANDARD CAP, STAMPED SF 3 1908 38 AND RIVETED ON THE
 GU2147'TOP OF A 3-1/2-INCH IRON PIPE.
 GU2147
 GU2147                          STATION RECOVERY (1967)
 GU2147
 GU2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GU2147'MARK NOT FOUND.
 GU2147
 GU2147                          STATION RECOVERY (1977)
 GU2147
 GU2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2147'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3557 ***********************************************************************
 EV3557  DESIGNATION -  38 WBC
 EV3557  PID         -  EV3557
 EV3557  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3557  USGS QUAD   -  NEWBERRY SPRINGS (1993)
 EV3557
 EV3557                         *CURRENT SURVEY CONTROL
 EV3557  ___________________________________________________________________
 EV3557* NAD 83(1986)-  34 52 21.     (N)    116 39 47.     (W)     SCALED    
 EV3557* NAVD 88     -       558.153  (meters)    1831.21   (feet)  ADJUSTED  
 EV3557  ___________________________________________________________________
 EV3557  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EV3557  DYNAMIC HT  -         557.531 (meters)    1829.17  (feet)  COMP
 EV3557  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 EV3557
 EV3557  VERT ORDER  -  FIRST     CLASS II
 EV3557
 EV3557.The horizontal coordinates were scaled from a topographic map and have
 EV3557.an estimated accuracy of +/- 6 seconds.
 EV3557
 EV3557.The orthometric height was determined by differential leveling
 EV3557.and adjusted in June 1991.
 EV3557
 EV3557.The geoid height was determined by GEOID03.
 EV3557
 EV3557.The dynamic height is computed by dividing the NAVD 88
 EV3557.geopotential number by the normal gravity value computed on the
 EV3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3557.degrees latitude (g = 980.6199 gals.).
 EV3557
 EV3557.The modeled gravity was interpolated from observed gravity values.
 EV3557
 EV3557;                    North         East    Units  Estimated Accuracy
 EV3557;SPC CA 5     -   653,060.    2,122,220.      MT  (+/- 180 meters Scaled)
 EV3557
 EV3557                          SUPERSEDED SURVEY CONTROL
 EV3557
 EV3557  NGVD 29 (05/01/91)  557.427  (m)         1828.83   (f) ADJUSTED    1 2
 EV3557
 EV3557.Superseded values are not recommended for survey control.
 EV3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3557.See file dsdata.txt to determine how the superseded data were derived.
 EV3557
 EV3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU307589(NAD 83)
 EV3557_MARKER: DB = BENCH MARK DISK
 EV3557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV3557_SP_SET: COPPER-CLAD STEEL ROD
 EV3557_STAMPING: 38 WBC 1829 1976
 EV3557_MARK LOGO: USGS  
 EV3557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3557
 EV3557  HISTORY     - Date     Condition        Report By
 EV3557  HISTORY     - 1976     MONUMENTED       USGS
 EV3557  HISTORY     - 1982     GOOD             NGS
 EV3557  HISTORY     - 19950505 GOOD             USPSQD
 EV3557
 EV3557                          STATION DESCRIPTION
 EV3557
 EV3557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EV3557'5.9 KM(3.7 MI) NE FROM NEWBERRY.
 EV3557'1.3 KM (0.8 MI) EAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 EV3557'FROM THE WATER TANK IN NEWBERRY, THENCE 4.65 KM (2.9 MI) NORTH ALONG
 EV3557'NEWBERRY ROAD, 0.8 KM (0.5 MI) NORTH OF THE NEWBERRY SCHOOL, ON THE
 EV3557'NORTHWEST CORNER OF THE INTERSECTION OF PALOS VERDES ROAD, 10.6 METERS
 EV3557'(34.5 FT) WEST OF THE CENTERLINE OF NEWBERRY ROAD, 8.5 METERS (28 FT)
 EV3557'NORTH OF THE CENTERLINE OF PALOS VERDES ROAD, 14 METERS (36 FT) SOUTH
 EV3557'OF POWER LINE POLE 328233.NOTE--ROD PROJECTS 5 CM ABOVE THE GROUND,
 EV3557'DEPTH UNKNOWN.
 EV3557'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 EV3557'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EV3557
 EV3557                          STATION RECOVERY (1995)
 EV3557
 EV3557'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5285 ***********************************************************************
 HS5285  DESIGNATION -  38 WLS
 HS5285  PID         -  HS5285
 HS5285  STATE/COUNTY-  CA/SANTA CLARA
 HS5285  USGS QUAD   -  MT MADONNA (1994)
 HS5285
 HS5285                         *CURRENT SURVEY CONTROL
 HS5285  ___________________________________________________________________
 HS5285* NAD 83(1986)-  37 00 39.     (N)    121 39 47.     (W)     SCALED    
 HS5285* NAVD 88     -       109.836  (meters)     360.35   (feet)  ADJUSTED  
 HS5285  ___________________________________________________________________
 HS5285  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HS5285  DYNAMIC HT  -         109.755 (meters)     360.09  (feet)  COMP
 HS5285  MODELED GRAV-     979,888.3   (mgal)                       NAVD 88
 HS5285
 HS5285  VERT ORDER  -  FIRST     CLASS II
 HS5285
 HS5285.The horizontal coordinates were scaled from a topographic map and have
 HS5285.an estimated accuracy of +/- 6 seconds.
 HS5285
 HS5285.The orthometric height was determined by differential leveling
 HS5285.and adjusted in February 1993.
 HS5285
 HS5285.The geoid height was determined by GEOID03.
 HS5285
 HS5285.The dynamic height is computed by dividing the NAVD 88
 HS5285.geopotential number by the normal gravity value computed on the
 HS5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5285.degrees latitude (g = 980.6199 gals.).
 HS5285
 HS5285.The modeled gravity was interpolated from observed gravity values.
 HS5285
 HS5285;                    North         East    Units  Estimated Accuracy
 HS5285;SPC CA 3     -   557,340.    1,896,490.      MT  (+/- 180 meters Scaled)
 HS5285
 HS5285                          SUPERSEDED SURVEY CONTROL
 HS5285
 HS5285  NGVD 29 (10/21/93)  108.999  (m)          357.61   (f) ADJUSTED    1 2
 HS5285
 HS5285.Superseded values are not recommended for survey control.
 HS5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5285.See file dsdata.txt to determine how the superseded data were derived.
 HS5285
 HS5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF189969(NAD 83)
 HS5285_MARKER: DB = BENCH MARK DISK
 HS5285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5285_SP_SET: HEADWALL
 HS5285_STAMPING: 38 WLS 1953 358
 HS5285_MARK LOGO: USGS  
 HS5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5285+STABILITY: SURFACE MOTION
 HS5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5285+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 HS5285
 HS5285  HISTORY     - Date     Condition        Report By
 HS5285  HISTORY     - 1953     MONUMENTED       USGS
 HS5285  HISTORY     - 19900327 GOOD             NGS
 HS5285
 HS5285                          STATION DESCRIPTION
 HS5285
 HS5285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5285'20.2 KM (12.55 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5285'WITH MAIN STREET IN WATSONVILLE, IN TOP OF AND 0.3 M (0.98 FT) EAST
 HS5285'OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A SMALL BRIDGE, 4.7
 HS5285'M (15.42 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.4 M
 HS5285'(1.31 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0957 ***********************************************************************
 KT0957  DESIGNATION -  380 BPR
 KT0957  PID         -  KT0957
 KT0957  STATE/COUNTY-  CA/MENDOCINO
 KT0957  USGS QUAD   -  NEWHOUSE RIDGE (1994)
 KT0957
 KT0957                         *CURRENT SURVEY CONTROL
 KT0957  ___________________________________________________________________
 KT0957* NAD 83(1986)-  39 48 26.     (N)    123 01 03.     (W)     SCALED    
 KT0957* NAVD 88     -       868.05   (+/-2cm)    2847.9    (feet)  VERTCON   
 KT0957  ___________________________________________________________________
 KT0957  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 KT0957  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0957
 KT0957.The horizontal coordinates were scaled from a topographic map and have
 KT0957.an estimated accuracy of +/- 6 seconds.
 KT0957
 KT0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0957.The vertical order pertains to the NGVD 29 superseded value.
 KT0957
 KT0957.The geoid height was determined by GEOID03.
 KT0957
 KT0957;                    North         East    Units  Estimated Accuracy
 KT0957;SPC CA 2     -   738,110.    1,912,870.      MT  (+/- 180 meters Scaled)
 KT0957
 KT0957                          SUPERSEDED SURVEY CONTROL
 KT0957
 KT0957  NGVD 29 (??/??/92)  867.072  (m)         2844.72   (f) ADJ UNCH    1 2
 KT0957
 KT0957.Superseded values are not recommended for survey control.
 KT0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0957.See file dsdata.txt to determine how the superseded data were derived.
 KT0957
 KT0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK985063(NAD 83)
 KT0957_MARKER: DD = SURVEY DISK
 KT0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0957_SP_SET: CULVERT
 KT0957_STAMPING: 380
 KT0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0957
 KT0957  HISTORY     - Date     Condition        Report By
 KT0957  HISTORY     - UNK      MONUMENTED       BPR
 KT0957  HISTORY     - 1966     GOOD             NGS
 KT0957
 KT0957                          STATION DESCRIPTION
 KT0957
 KT0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0957'16 MI NE FROM COVELO.
 KT0957'16.05 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE
 KT0957'AT COVELO, IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST
 KT0957'END OF THE NORTHWEST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT
 KT0957'380+30, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 KT0957'ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4812 ***********************************************************************
 JS4812  DESIGNATION -  3804 RESET
 JS4812  PID         -  JS4812
 JS4812  STATE/COUNTY-  CA/EL DORADO
 JS4812  USGS QUAD   -  KYBURZ (1973)
 JS4812
 JS4812                         *CURRENT SURVEY CONTROL
 JS4812  ___________________________________________________________________
 JS4812* NAD 83(1986)-  38 45 53.     (N)    120 20 36.     (W)     SCALED    
 JS4812* NAVD 88     -      1159.83   (+/-2cm)    3805.2    (feet)  VERTCON   
 JS4812  ___________________________________________________________________
 JS4812  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 JS4812  VERT ORDER  -  THIRD (See Below)
 JS4812
 JS4812.The horizontal coordinates were scaled from a topographic map and have
 JS4812.an estimated accuracy of +/- 6 seconds.
 JS4812
 JS4812.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS4812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS4812.The vertical order pertains to the NGVD 29 superseded value.
 JS4812
 JS4812.The geoid height was determined by GEOID03.
 JS4812
 JS4812;                    North         East    Units  Estimated Accuracy
 JS4812;SPC CA 2     -   623,200.    2,143,970.      MT  (+/- 180 meters Scaled)
 JS4812
 JS4812                          SUPERSEDED SURVEY CONTROL
 JS4812
 JS4812  NGVD 29 (08/19/04) 1158.81   (m)         3801.9    (f) RESET       3  
 JS4812
 JS4812.Superseded values are not recommended for survey control.
 JS4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4812.See file dsdata.txt to determine how the superseded data were derived.
 JS4812
 JS4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH308940(NAD 83)
 JS4812_MARKER: DD = SURVEY DISK
 JS4812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JS4812_SP_SET: HEADWALL
 JS4812_STAMPING: 3804 RESET 1987
 JS4812_MARK LOGO: CADT  
 JS4812_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS4812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS4812+STABILITY: SURFACE MOTION
 JS4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS4812+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 JS4812
 JS4812  HISTORY     - Date     Condition        Report By
 JS4812  HISTORY     - 1987     MONUMENTED       CADT
 JS4812  HISTORY     - 20040323 GOOD             CADT
 JS4812
 JS4812                          STATION DESCRIPTION
 JS4812
 JS4812'DESCRIBED BY CALTRANS 1987
 JS4812'2.7 MILES (4.3 KM) WEST ALONG US HIGHWAY 50 FROM KYBURZ, AT THE BOTTOM
 JS4812'OF A LARGE ROCK SLOPE ON THE NORTH SIDE OF THE HIGHWAY, 24 FEET
 JS4812'(7.3 M) NORTH OF, AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY,
 JS4812'AT HIGHWAY MILE POST 46.11, SET ON TOP OF AND AT THE CENTER OF A
 JS4812'CONCRETE HEADWALL.
 JS4812
 JS4812                          STATION RECOVERY (2004)
 JS4812
 JS4812'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS4812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0459 ***********************************************************************
 KT0459  DESIGNATION -  381 USGS
 KT0459  PID         -  KT0459
 KT0459  STATE/COUNTY-  CA/GLENN
 KT0459  USGS QUAD   -  RAIL CANYON (1989)
 KT0459
 KT0459                         *CURRENT SURVEY CONTROL
 KT0459  ___________________________________________________________________
 KT0459* NAD 83(1986)-  39 28 32.     (N)    122 22 34.     (W)     SCALED    
 KT0459* NAVD 88     -       117.12   (+/-2cm)     384.3    (feet)  VERTCON   
 KT0459  ___________________________________________________________________
 KT0459  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 KT0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0459
 KT0459.The horizontal coordinates were scaled from a topographic map and have
 KT0459.an estimated accuracy of +/- 6 seconds.
 KT0459
 KT0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0459.The vertical order pertains to the NGVD 29 superseded value.
 KT0459
 KT0459.The geoid height was determined by GEOID03.
 KT0459
 KT0459;                    North         East    Units  Estimated Accuracy
 KT0459;SPC CA 2     -   700,870.    1,967,640.      MT  (+/- 180 meters Scaled)
 KT0459
 KT0459                          SUPERSEDED SURVEY CONTROL
 KT0459
 KT0459  NGVD 29 (??/??/92)  116.324  (m)          381.64   (f) ADJ UNCH    2 0
 KT0459
 KT0459.Superseded values are not recommended for survey control.
 KT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0459.See file dsdata.txt to determine how the superseded data were derived.
 KT0459
 KT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ536697(NAD 83)
 KT0459_MARKER: Q = CHISELED SQUARE
 KT0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0459_SP_SET: BRIDGE
 KT0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0459
 KT0459  HISTORY     - Date     Condition        Report By
 KT0459  HISTORY     - UNK      MONUMENTED       USGS
 KT0459  HISTORY     - 1935     GOOD             NGS
 KT0459
 KT0459                          STATION DESCRIPTION
 KT0459
 KT0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0459'14.8 MI SW FROM WILLOWS.
 KT0459'4.0 MILES SOUTH AND 10.8 MILES WEST ALONG THE STONYFORD ROAD
 KT0459'FROM WILLOWS, GLENN COUNTY, 2.7 MILES SOUTHWEST OF GARNETT RANCH,
 KT0459'AT A SMALL BRIDGE, AND ON THE CENTER OF THE TOP OF THE NORTHEAST
 KT0459'WING WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1027 ***********************************************************************
 FU1027  DESIGNATION -  381.380 USBR
 FU1027  PID         -  FU1027
 FU1027  STATE/COUNTY-  CA/KERN
 FU1027  USGS QUAD   -  MC FARLAND (1969)
 FU1027
 FU1027                         *CURRENT SURVEY CONTROL
 FU1027  ___________________________________________________________________
 FU1027* NAD 83(1986)-  35 38 44.     (N)    119 13 23.     (W)     SCALED    
 FU1027* NAVD 88     -       116.78   (+/-2cm)     383.1    (feet)  VERTCON   
 FU1027  ___________________________________________________________________
 FU1027  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 FU1027  VERT ORDER  -  THIRD (See Below)
 FU1027
 FU1027.The horizontal coordinates were scaled from a topographic map and have
 FU1027.an estimated accuracy of +/- 6 seconds.
 FU1027
 FU1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1027.The vertical order pertains to the NGVD 29 superseded value.
 FU1027
 FU1027.The geoid height was determined by GEOID03.
 FU1027
 FU1027;                    North         East    Units  Estimated Accuracy
 FU1027;SPC CA 5     -   738,680.    1,889,230.      MT  (+/- 180 meters Scaled)
 FU1027
 FU1027                          SUPERSEDED SURVEY CONTROL
 FU1027
 FU1027  NGVD 29 (??/??/??)  115.96   (m)          380.4    (f) RESET       3  
 FU1027
 FU1027.Superseded values are not recommended for survey control.
 FU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1027.See file dsdata.txt to determine how the superseded data were derived.
 FU1027
 FU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV987469(NAD 83)
 FU1027_MARKER: DD = SURVEY DISK
 FU1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1027_SP_SET: CONCRETE IRRIGATION BOX
 FU1027_STAMPING: 381.380
 FU1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1027
 FU1027  HISTORY     - Date     Condition        Report By
 FU1027  HISTORY     - UNK      MONUMENTED       BOR
 FU1027  HISTORY     - 1953     GOOD             NGS
 FU1027  HISTORY     - 1962     GOOD             NGS
 FU1027
 FU1027                          STATION DESCRIPTION
 FU1027
 FU1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1027'2.6 MI N FROM MC FARLAND.
 FU1027'2.3 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU1027'THE STATION AT MC FARLAND, THENCE 0.3 MILE WEST ALONG WHISTLER
 FU1027'ROAD, AT THE INTERSECTION OF A FARM ROAD, IN THE TOP OF A 7 1-2-
 FU1027'BY 6 1/2-FOOT CONCRETE IRRIGATION BOX SUPPORTING A 24-INCH STEEL
 FU1027'STANDPIPE NO. 6-3, 59 FEET WEST OF THE CENTER LINE OF THE FARM
 FU1027'ROAD, 29.6 FEET SOUTH OF THE CENTER LINE OF WHISTLER ROAD, 1.4
 FU1027'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BOX, AND 2.5
 FU1027'FEET ABOVE THE GROUND.
 FU1027
 FU1027                          STATION RECOVERY (1962)
 FU1027
 FU1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FU1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0457 ***********************************************************************
 KS0457  DESIGNATION -  3817.0
 KS0457  PID         -  KS0457
 KS0457  STATE/COUNTY-  CA/SIERRA
 KS0457  USGS QUAD   -  SIERRA CITY (1981)
 KS0457
 KS0457                         *CURRENT SURVEY CONTROL
 KS0457  ___________________________________________________________________
 KS0457* NAD 83(1986)-  39 34 00.     (N)    120 41 37.     (W)     SCALED    
 KS0457* NAVD 88     -      1164.324  (meters)    3819.95   (feet)  ADJUSTED  
 KS0457  ___________________________________________________________________
 KS0457  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KS0457  DYNAMIC HT  -        1163.331 (meters)    3816.70  (feet)  COMP
 KS0457  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 KS0457
 KS0457  VERT ORDER  -  SECOND    CLASS 0
 KS0457
 KS0457.The horizontal coordinates were scaled from a topographic map and have
 KS0457.an estimated accuracy of +/- 6 seconds.
 KS0457
 KS0457.The orthometric height was determined by differential leveling
 KS0457.and adjusted in June 1991.
 KS0457
 KS0457.The geoid height was determined by GEOID03.
 KS0457
 KS0457.The dynamic height is computed by dividing the NAVD 88
 KS0457.geopotential number by the normal gravity value computed on the
 KS0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0457.degrees latitude (g = 980.6199 gals.).
 KS0457
 KS0457.The modeled gravity was interpolated from observed gravity values.
 KS0457
 KS0457;                    North         East    Units  Estimated Accuracy
 KS0457;SPC CA 2     -   711,720.    2,112,250.      MT  (+/- 180 meters Scaled)
 KS0457
 KS0457                          SUPERSEDED SURVEY CONTROL
 KS0457
 KS0457  NGVD 29 (??/??/??) 1163.336  (m)         3816.71   (f) ADJUSTED    2 0
 KS0457
 KS0457.Superseded values are not recommended for survey control.
 KS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0457.See file dsdata.txt to determine how the superseded data were derived.
 KS0457
 KS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ981822(NAD 83)
 KS0457_MARKER: Q = CHISELED SQUARE
 KS0457_SETTING: 66 = SET IN ROCK OUTCROP
 KS0457_SP_SET: BOULDER
 KS0457_MARK LOGO: USGS  
 KS0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0457+STABILITY: POSITION/ELEVATION WELL
 KS0457
 KS0457  HISTORY     - Date     Condition        Report By
 KS0457  HISTORY     - UNK      MONUMENTED       USGS
 KS0457  HISTORY     - 1934     GOOD             CGS
 KS0457
 KS0457                          STATION DESCRIPTION
 KS0457
 KS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0457'3.5 MI W FROM SIERRA CITY.
 KS0457'3.5 MILES WEST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0457'COUNTY, ABOUT 20 YARDS NORTHEAST OF AN 18-INCH CULVERT, AT THE
 KS0457'SOUTH EDGE OF THE HIGHWAY, AND ON THE TOP OF A BOULDER.  A
 KS0457'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1020 ***********************************************************************
 FU1020  DESIGNATION -  382.364 USBR
 FU1020  PID         -  FU1020
 FU1020  STATE/COUNTY-  CA/KERN
 FU1020  USGS QUAD   -  MC FARLAND (1969)
 FU1020
 FU1020                         *CURRENT SURVEY CONTROL
 FU1020  ___________________________________________________________________
 FU1020* NAD 83(1986)-  35 44 49.     (N)    119 11 15.     (W)     SCALED    
 FU1020* NAVD 88     -       116.91   (+/-2cm)     383.6    (feet)  VERTCON   
 FU1020  ___________________________________________________________________
 FU1020  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 FU1020  VERT ORDER  -  THIRD (See Below)
 FU1020
 FU1020.The horizontal coordinates were scaled from a topographic map and have
 FU1020.an estimated accuracy of +/- 6 seconds.
 FU1020
 FU1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1020.The vertical order pertains to the NGVD 29 superseded value.
 FU1020
 FU1020.The geoid height was determined by GEOID03.
 FU1020
 FU1020;                    North         East    Units  Estimated Accuracy
 FU1020;SPC CA 5     -   749,890.    1,892,580.      MT  (+/- 180 meters Scaled)
 FU1020
 FU1020                          SUPERSEDED SURVEY CONTROL
 FU1020
 FU1020  NGVD 29 (??/??/??)  116.10   (m)          380.9    (f) RESET       3  
 FU1020
 FU1020.Superseded values are not recommended for survey control.
 FU1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1020.See file dsdata.txt to determine how the superseded data were derived.
 FU1020
 FU1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV022580(NAD 83)
 FU1020_MARKER: DD = SURVEY DISK
 FU1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1020_SP_SET: CONCRETE IRRIGATION BOX
 FU1020_STAMPING: 382.364 120.05
 FU1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1020
 FU1020  HISTORY     - Date     Condition        Report By
 FU1020  HISTORY     - UNK      MONUMENTED       BOR
 FU1020  HISTORY     - 1953     GOOD             NGS
 FU1020
 FU1020                          STATION DESCRIPTION
 FU1020
 FU1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1020'3.9 MI S FROM JOVISTA.
 FU1020'3.6 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN
 FU1020'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.3 MILE
 FU1020'WEST ALONG AIRPORT AVENUE, AT THE INTERSECTION OF ZACHARY AVENUE,
 FU1020'IN THE TOP OF THE NORTHEAST CORNER OF A 7- BY 7-FOOT CONCRETE
 FU1020'IRRIGATION BOX SUPPORTING A 10-FOOT-HIGH 24-INCH-DIAMETER STEEL
 FU1020'STANDPIPE, 62 1/2 FEET WEST OF THE CENTER LINE OF ZACHARY AVENUE,
 FU1020'33 FEET SOUTH OF THE CENTER LINE OF AIRPORT AVENUE, 1.6 FEET
 FU1020'SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 FU1020'AVENUES.  IN R26E T25S, IN THE NORTHEAST CORNER OF SECTION 20.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0417 ***********************************************************************
 JS0417  DESIGNATION -  383 USGS
 JS0417  PID         -  JS0417
 JS0417  STATE/COUNTY-  CA/CALAVERAS
 JS0417  USGS QUAD   -  JENNY LIND (1962)
 JS0417
 JS0417                         *CURRENT SURVEY CONTROL
 JS0417  ___________________________________________________________________
 JS0417* NAD 83(1986)-  38 01 56.     (N)    120 51 15.     (W)     SCALED    
 JS0417* NAVD 88     -       117.11   (+/-2cm)     384.2    (feet)  VERTCON   
 JS0417  ___________________________________________________________________
 JS0417  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 JS0417  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS0417
 JS0417.The horizontal coordinates were scaled from a topographic map and have
 JS0417.an estimated accuracy of +/- 6 seconds.
 JS0417
 JS0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0417.The vertical order pertains to the NGVD 29 superseded value.
 JS0417
 JS0417.The geoid height was determined by GEOID03.
 JS0417
 JS0417;                    North         East    Units  Estimated Accuracy
 JS0417;SPC CA 3     -   670,110.    1,968,910.      MT  (+/- 180 meters Scaled)
 JS0417
 JS0417                          SUPERSEDED SURVEY CONTROL
 JS0417
 JS0417  NGVD 29 (??/??/92)  116.38   (m)          381.8    (f) COMPUTED    1 2
 JS0417
 JS0417.Superseded values are not recommended for survey control.
 JS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0417.See file dsdata.txt to determine how the superseded data were derived.
 JS0417
 JS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH883115(NAD 83)
 JS0417_MARKER: P = PIPE CAP
 JS0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0417_STAMPING: 383
 JS0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0417
 JS0417  HISTORY     - Date     Condition        Report By
 JS0417  HISTORY     - UNK      MONUMENTED       USGS
 JS0417  HISTORY     - 1958     GOOD             NGS
 JS0417
 JS0417                          STATION DESCRIPTION
 JS0417
 JS0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JS0417'5.5 MI S FROM JENNY LIND.
 JS0417'5.4 MILES SOUTH ALONG MILTON ROAD FROM THE STEEL BRIDGE OVER
 JS0417'CALAVERAS RIVER AT JENNY LIND, THENCE 0.1 MILE SOUTHWEST ALONG
 JS0417'A GRAVELED ROAD, AT MILTON, 29 FEET NORTHWEST OF THE CENTER
 JS0417'LINE OF THE ROAD, 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JS0417'A LARGE TWO-STORY FRAME BUILDING, 41 FEET NORTHWEST OF THE CENTER
 JS0417'OF A ROAD JUNCTION, 35 FEET NORTHEAST OF A TELEPHONE POLE WITH
 JS0417'THREE GUY WIRES, 25 1/2 FEET SOUTHEAST OF A FENCE CORNER POST,
 JS0417'11 FEET NORTHWEST OF A FENCE CORNER POST, 1.0 FOOT NORTHEAST OF
 JS0417'A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 JS0417'HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 JS0417'IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3466 ***********************************************************************
 EV3466  DESIGNATION -  383.0 A
 EV3466  PID         -  EV3466
 EV3466  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3466  USGS QUAD   -  PHELAN (1996)
 EV3466
 EV3466                         *CURRENT SURVEY CONTROL
 EV3466  ___________________________________________________________________
 EV3466* NAD 83(1986)-  34 29 30.     (N)    117 34 23.     (W)     SCALED    
 EV3466* NAVD 88     -      1061.119  (meters)    3481.35   (feet)  READJUSTED
 EV3466  ___________________________________________________________________
 EV3466  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV3466  DYNAMIC HT  -        1059.800 (meters)    3477.03  (feet)  COMP
 EV3466  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 EV3466
 EV3466  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3466
 EV3466.The horizontal coordinates were scaled from a topographic map and have
 EV3466.an estimated accuracy of +/- 6 seconds.
 EV3466
 EV3466.The orthometric height was determined by differential leveling
 EV3466.and adjusted in February 1993.
 EV3466.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3466.distribution rate of 0.0 thru 1.0 mm/km.
 EV3466.The height was derived from older observations constrained to new
 EV3466.heights in a crustal motion area.  The height is approximate in
 EV3466.relation to other heights in its vicinity.
 EV3466
 EV3466.The geoid height was determined by GEOID03.
 EV3466
 EV3466.The dynamic height is computed by dividing the NAVD 88
 EV3466.geopotential number by the normal gravity value computed on the
 EV3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3466.degrees latitude (g = 980.6199 gals.).
 EV3466
 EV3466.The modeled gravity was interpolated from observed gravity values.
 EV3466
 EV3466;                    North         East    Units  Estimated Accuracy
 EV3466;SPC CA 5     -   610,080.    2,039,210.      MT  (+/- 180 meters Scaled)
 EV3466
 EV3466                          SUPERSEDED SURVEY CONTROL
 EV3466
 EV3466  NGVD 29 (??/??/92) 1060.201  (m)         3478.34   (f) ADJ UNCH    1 1
 EV3466
 EV3466.Superseded values are not recommended for survey control.
 EV3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3466.See file dsdata.txt to determine how the superseded data were derived.
 EV3466
 EV3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU473168(NAD 83)
 EV3466_MARKER: DD = SURVEY DISK
 EV3466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3466_SP_SET: BRIDGE
 EV3466_STAMPING: 383 0A 1969
 EV3466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3466
 EV3466  HISTORY     - Date     Condition        Report By
 EV3466  HISTORY     - 1969     MONUMENTED       CADWR
 EV3466  HISTORY     - 1978     GOOD             NGS
 EV3466  HISTORY     - 20051222 GOOD             GEOCAC
 EV3466
 EV3466                          STATION DESCRIPTION
 EV3466
 EV3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3466'4.4 MI NORTH FROM PHELAN.
 EV3466'4.4 MILES NORTH ALONG SHEEP CREEK ROAD FROM THE JUNCTION OF PHELAN
 EV3466'ROAD, 0.05 MILES NORTH OF BENCH MARK X 1290, 0.95 MILES SOUTH OF
 EV3466'PALMDALE ROAD, 15 FT. WEST OF THE CENTER LINE OF SHEEP CREEK ROAD,
 EV3466'IN THE TOP OF THE NORTH END OF THE WEST CURB OF A BRIDGE OVER THE
 EV3466'CALIFORNIA AQUEDUCT.
 EV3466
 EV3466                          STATION RECOVERY (2005)
 EV3466
 EV3466'RECOVERY NOTE BY GEOCACHING 2005 (LHG)
 EV3466'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2652 ***********************************************************************
 FU2652  DESIGNATION -  383.7 USGS
 FU2652  PID         -  FU2652
 FU2652  STATE/COUNTY-  CA/KERN
 FU2652  USGS QUAD   -  LOST HILLS (1973)
 FU2652
 FU2652                         *CURRENT SURVEY CONTROL
 FU2652  ___________________________________________________________________
 FU2652* NAD 83(1986)-  35 36 58.     (N)    119 43 28.     (W)     SCALED    
 FU2652* NAVD 88     -       116.58   (+/-2cm)     382.5    (feet)  VERTCON   
 FU2652  ___________________________________________________________________
 FU2652  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 FU2652  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU2652
 FU2652.The horizontal coordinates were scaled from a topographic map and have
 FU2652.an estimated accuracy of +/- 6 seconds.
 FU2652
 FU2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2652.The vertical order pertains to the NGVD 29 superseded value.
 FU2652
 FU2652.The geoid height was determined by GEOID03.
 FU2652
 FU2652;                    North         East    Units  Estimated Accuracy
 FU2652;SPC CA 5     -   736,080.    1,843,770.      MT  (+/- 180 meters Scaled)
 FU2652
 FU2652                          SUPERSEDED SURVEY CONTROL
 FU2652
 FU2652  NGVD 29 (??/??/92)  115.86   (m)          380.1    (f) COMPUTED    1 1
 FU2652
 FU2652.Superseded values are not recommended for survey control.
 FU2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2652.See file dsdata.txt to determine how the superseded data were derived.
 FU2652
 FU2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV532447(NAD 83)
 FU2652_MARKER: Q = CHISELED SQUARE
 FU2652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU2652_SP_SET: CULVERT
 FU2652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2652
 FU2652  HISTORY     - Date     Condition        Report By
 FU2652  HISTORY     - UNK      MONUMENTED       USGS
 FU2652  HISTORY     - 1964     GOOD             NGS
 FU2652  HISTORY     - 1967     GOOD             NGS
 FU2652
 FU2652                          STATION DESCRIPTION
 FU2652
 FU2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2652'2.1 MI W FROM LOST HILLS.
 FU2652'2.1 MILES WEST ALONG STATE HIGHWAY 46 FROM THE LOST HILLS
 FU2652'SUBSTATION OF THE KERN COUNTY FIRE DEPARTMENT, 51 FEET EAST OF
 FU2652'THE CENTER OF THE Y JUNCTION OF AN ASPHALT ROAD NORTH, ON THE
 FU2652'TOP AND CENTER OF THE NORTH CONCRETE HEAD WALL OF AN 18-INCH
 FU2652'PIPE CULVERT B 689+00, 29.1 FEET NORTH OF THE CENTER LINE OF
 FU2652'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 FU2652
 FU2652                          STATION RECOVERY (1967)
 FU2652
 FU2652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FU2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1741 ***********************************************************************
 EW1741  DESIGNATION -  383.912 C OF LA
 EW1741  PID         -  EW1741
 EW1741  STATE/COUNTY-  CA/LOS ANGELES
 EW1741  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1741
 EW1741                         *CURRENT SURVEY CONTROL
 EW1741  ___________________________________________________________________
 EW1741* NAD 83(1986)-  34 03 58.     (N)    118 25 43.     (W)     SCALED    
 EW1741* NAVD 88     -       117.82   (+/-2cm)     386.5    (feet)  VERTCON   
 EW1741  ___________________________________________________________________
 EW1741  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EW1741  VERT ORDER  -  THIRD (See Below)
 EW1741
 EW1741.The horizontal coordinates were scaled from a topographic map and have
 EW1741.an estimated accuracy of +/- 6 seconds.
 EW1741
 EW1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1741.The vertical order pertains to the NGVD 29 superseded value.
 EW1741
 EW1741.The geoid height was determined by GEOID03.
 EW1741
 EW1741;                    North         East    Units  Estimated Accuracy
 EW1741;SPC CA 5     -   562,880.    1,960,430.      MT  (+/- 180 meters Scaled)
 EW1741
 EW1741                          SUPERSEDED SURVEY CONTROL
 EW1741
 EW1741  NGVD 29 (??/??/??)  117.05   (m)          384.0    (f) RESET       3  
 EW1741
 EW1741.Superseded values are not recommended for survey control.
 EW1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1741.See file dsdata.txt to determine how the superseded data were derived.
 EW1741
 EW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT681704(NAD 83)
 EW1741_MARKER: S = SPIKE
 EW1741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1741_SP_SET: CURB
 EW1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1741
 EW1741  HISTORY     - Date     Condition        Report By
 EW1741  HISTORY     - UNK      MONUMENTED       CA1980
 EW1741  HISTORY     - 1945     GOOD             NGS
 EW1741
 EW1741                          STATION DESCRIPTION
 EW1741
 EW1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1741'AT LOS ANGELES.
 EW1741'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND BEVERLY
 EW1741'GLEN BOULEVARD.  LOCATED IN THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1741'AND 34.0 FEET WEST OF WEST CURBLINE OF BEVERLY GLEN BOULEVARD.
 EW1741'A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3615 ***********************************************************************
 EV3615  DESIGNATION -  3832
 EV3615  PID         -  EV3615
 EV3615  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3615  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV3615
 EV3615                         *CURRENT SURVEY CONTROL
 EV3615  ___________________________________________________________________
 EV3615* NAD 83(1992)-  34 12 38.83611(N)    117 18 44.52252(W)     ADJUSTED  
 EV3615* NAVD 88     -      1169.     (meters)    3835.     (feet)  SCALED    
 EV3615  ___________________________________________________________________
 EV3615  EPOCH DATE  -        1991.35
 EV3615  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 EV3615  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EV3615  HORZ ORDER  -  SECOND
 EV3615
 EV3615.The horizontal coordinates were established by classical geodetic methods
 EV3615.and adjusted by the National Geodetic Survey in June 1996.
 EV3615.The horizontal coordinates are valid at the epoch date displayed above.
 EV3615.The epoch date for horizontal control is a decimal equivalence
 EV3615.of Year/Month/Day.
 EV3615
 EV3615.The orthometric height was scaled from a topographic map.
 EV3615
 EV3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV3615
 EV3615.The geoid height was determined by GEOID03.
 EV3615
 EV3615;                    North         East     Units Scale Factor Converg.
 EV3615;SPC CA 5     -   579,061.088 2,063,366.819   MT  0.99996628   +0 23 31.1
 EV3615;SPC CA 5     - 1,899,802.92  6,769,562.64   sFT  0.99996628   +0 23 31.1
 EV3615;UTM  11      - 3,785,572.215   471,224.945   MT  0.99961021   -0 10 32.3
 EV3615
 EV3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV3615!SPC CA 5     -   0.99982159  x   0.99996628  =   0.99978787
 EV3615!UTM  11      -   0.99982159  x   0.99961021  =   0.99943187
 EV3615
 EV3615                          SUPERSEDED SURVEY CONTROL
 EV3615
 EV3615  NAD 83(1986)-  34 12 38.83541(N)    117 18 44.52665(W) AD(1984.00) 2
 EV3615  NAD 27      -  34 12 38.81072(N)    117 18 41.36903(W) AD(       ) 2
 EV3615
 EV3615.Superseded values are not recommended for survey control.
 EV3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3615.See file dsdata.txt to determine how the superseded data were derived.
 EV3615
 EV3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7122585572(NAD 83)
 EV3615
 EV3615  HISTORY     - Date     Condition        Report By
 EV3615  HISTORY     - 1964     MONUMENTED       CGS
 EV3615
 EV3615                          STATION DESCRIPTION
 EV3615
 EV3615'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EV3615'SEE STATION CLOUD
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1513 ***********************************************************************
 EW1513  DESIGNATION -  384.196 C OF LA
 EW1513  PID         -  EW1513
 EW1513  STATE/COUNTY-  CA/LOS ANGELES
 EW1513  USGS QUAD   -  HOLLYWOOD (1994)
 EW1513
 EW1513                         *CURRENT SURVEY CONTROL
 EW1513  ___________________________________________________________________
 EW1513* NAD 83(1986)-  34 05 53.     (N)    118 21 38.     (W)     SCALED    
 EW1513* NAVD 88     -       117.89   (+/-2cm)     386.8    (feet)  VERTCON   
 EW1513  ___________________________________________________________________
 EW1513  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1513  VERT ORDER  -  THIRD (See Below)
 EW1513
 EW1513.The horizontal coordinates were scaled from a topographic map and have
 EW1513.an estimated accuracy of +/- 6 seconds.
 EW1513
 EW1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1513.The vertical order pertains to the NGVD 29 superseded value.
 EW1513
 EW1513.The geoid height was determined by GEOID03.
 EW1513
 EW1513;                    North         East    Units  Estimated Accuracy
 EW1513;SPC CA 5     -   566,400.    1,966,730.      MT  (+/- 180 meters Scaled)
 EW1513
 EW1513                          SUPERSEDED SURVEY CONTROL
 EW1513
 EW1513  NGVD 29 (??/??/??)  117.11   (m)          384.2    (f) RESET       3  
 EW1513
 EW1513.Superseded values are not recommended for survey control.
 EW1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1513.See file dsdata.txt to determine how the superseded data were derived.
 EW1513
 EW1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT744738(NAD 83)
 EW1513_MARKER: S = SPIKE
 EW1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1513_SP_SET: CATCH BASIN
 EW1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1513
 EW1513  HISTORY     - Date     Condition        Report By
 EW1513  HISTORY     - UNK      MONUMENTED       CA1980
 EW1513  HISTORY     - 1945     GOOD             NGS
 EW1513
 EW1513                          STATION DESCRIPTION
 EW1513
 EW1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1513'AT LOS ANGELES.
 EW1513'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND ORANGE
 EW1513'GROVE AVENUE, IN THE WEST CURB OF ORANGE GROVE AVENUE, 21.6 FEET
 EW1513'NORTH OF THE NORTH CURBLINE OF SUNSET BOULEVARD AND IN THE SOUTH
 EW1513'END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0412 ***********************************************************************
 FU0412  DESIGNATION -  3848
 FU0412  PID         -  FU0412
 FU0412  STATE/COUNTY-  CA/KERN
 FU0412  USGS QUAD   -  TEHACHAPI NORTH (1992)
 FU0412
 FU0412                         *CURRENT SURVEY CONTROL
 FU0412  ___________________________________________________________________
 FU0412* NAD 83(1986)-  35 08 27.     (N)    118 28 19.     (W)     SCALED    
 FU0412* NAVD 88     -      1174.487  (meters)    3853.30   (feet)  READJUSTED
 FU0412  ___________________________________________________________________
 FU0412  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FU0412  DYNAMIC HT  -        1173.120 (meters)    3848.81  (feet)  COMP
 FU0412  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FU0412
 FU0412  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 FU0412
 FU0412.The horizontal coordinates were scaled from a topographic map and have
 FU0412.an estimated accuracy of +/- 6 seconds.
 FU0412
 FU0412.The orthometric height was determined by differential leveling
 FU0412.and adjusted in February 1993.
 FU0412.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 FU0412.distribution rate of 1.1 thru 2.0 mm/km.
 FU0412.The height was derived from older observations constrained to new
 FU0412.heights in a crustal motion area.  The height is approximate in
 FU0412.relation to other heights in its vicinity.
 FU0412
 FU0412.The geoid height was determined by GEOID03.
 FU0412
 FU0412.The dynamic height is computed by dividing the NAVD 88
 FU0412.geopotential number by the normal gravity value computed on the
 FU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0412.degrees latitude (g = 980.6199 gals.).
 FU0412
 FU0412.The modeled gravity was interpolated from observed gravity values.
 FU0412
 FU0412;                    North         East    Units  Estimated Accuracy
 FU0412;SPC CA 5     -   682,110.    1,956,990.      MT  (+/- 180 meters Scaled)
 FU0412
 FU0412                          SUPERSEDED SURVEY CONTROL
 FU0412
 FU0412  NGVD 29 (??/??/92) 1173.626  (m)         3850.47   (f) ADJ UNCH    1 1
 FU0412
 FU0412.Superseded values are not recommended for survey control.
 FU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0412.See file dsdata.txt to determine how the superseded data were derived.
 FU0412
 FU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU659896(NAD 83)
 FU0412_MARKER: DD = SURVEY DISK
 FU0412_SETTING: 80 = SET IN A BOULDER
 FU0412_SP_SET: BOULDER
 FU0412_STAMPING: 3848 1914
 FU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0412+STABILITY: SURFACE MOTION
 FU0412
 FU0412  HISTORY     - Date     Condition        Report By
 FU0412  HISTORY     - 1914     MONUMENTED       USGS
 FU0412  HISTORY     - 1953     GOOD             NGS
 FU0412  HISTORY     - 1973     GOOD             NGS
 FU0412  HISTORY     - 1977     GOOD             NGS
 FU0412  HISTORY     - 19890627 MARK NOT FOUND   NGS
 FU0412
 FU0412                          STATION DESCRIPTION
 FU0412
 FU0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0412'1.4 MI NW FROM TEHACHAPI.
 FU0412'1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD
 FU0412'FROM THE STATION AT TEHACHAPI, DIRECTLY OPPOSITE THE FOURTH
 FU0412'POLE NORTHWEST OF MILEPOST 359, IN THE TOP OF A 5- BY 6-FOOT
 FU0412'BROWN BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 250 FEET NORTH
 FU0412'OF THE NORTHEAST END OF CULVERT 358.95, ABOUT 240 FEET NORTHEAST
 FU0412'OF THE TRACKS, 15 1/2 FEET NORTH OF THE CENTER LINE OF A DIM
 FU0412'TRACK ROAD, AND ABOUT LEVEL WITH THE TRACKS.  NOTE-- UNABLE TO
 FU0412'GET ACCURATE MEASUREMENTS DUE TO HEAVY BRUSH ALONG A CREEK
 FU0412'BETWEEN THE BENCH MARK AND THE RAILROAD.
 FU0412
 FU0412                          STATION RECOVERY (1973)
 FU0412
 FU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0412'RECOVERED IN GOOD CONDITION.
 FU0412
 FU0412                          STATION RECOVERY (1977)
 FU0412
 FU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0412'RECOVERED IN GOOD CONDITION.
 FU0412
 FU0412                          STATION RECOVERY (1989)
 FU0412
 FU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1375 ***********************************************************************
 HT1375  DESIGNATION -  388 USGS
 HT1375  PID         -  HT1375
 HT1375  STATE/COUNTY-  CA/SAN MATEO
 HT1375  USGS QUAD   -  PALO ALTO (1997)
 HT1375
 HT1375                         *CURRENT SURVEY CONTROL
 HT1375  ___________________________________________________________________
 HT1375* NAD 83(1986)-  37 23 46.     (N)    122 14 47.     (W)     SCALED    
 HT1375* NAVD 88     -       119.11   (+/-2cm)     390.8    (feet)  VERTCON   
 HT1375  ___________________________________________________________________
 HT1375  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 HT1375  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1375
 HT1375.The horizontal coordinates were scaled from a topographic map and have
 HT1375.an estimated accuracy of +/- 6 seconds.
 HT1375
 HT1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1375.The vertical order pertains to the NGVD 29 superseded value.
 HT1375
 HT1375.The geoid height was determined by GEOID03.
 HT1375
 HT1375;                    North         East    Units  Estimated Accuracy
 HT1375;SPC CA 3     -   600,890.    1,845,380.      MT  (+/- 180 meters Scaled)
 HT1375
 HT1375                          SUPERSEDED SURVEY CONTROL
 HT1375
 HT1375  NGVD 29 (??/??/92)  118.241  (m)          387.93   (f) ADJ UNCH    1 2
 HT1375
 HT1375.Superseded values are not recommended for survey control.
 HT1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1375.See file dsdata.txt to determine how the superseded data were derived.
 HT1375
 HT1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG667390(NAD 83)
 HT1375_MARKER: P = PIPE CAP
 HT1375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT1375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT1375_STAMPING: 388 SF
 HT1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1375
 HT1375  HISTORY     - Date     Condition        Report By
 HT1375  HISTORY     - UNK      MONUMENTED       USGS
 HT1375  HISTORY     - 1954     GOOD             NGS
 HT1375  HISTORY     - 1967     GOOD             NGS
 HT1375
 HT1375                          STATION DESCRIPTION
 HT1375
 HT1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1375'1.3 MI NW FROM PORTOLA.
 HT1375'1.3 MILES NORTHWEST ALONG PORTOLA ROAD FROM THE PORTOLA SCHOOL,
 HT1375'AT THE T JUNCTION OF OLD LA HONDA ROAD, IN THE NORTHEAST CORNER OF
 HT1375'THE DR. F.F. PRAGUE RESIDENCE YARD, 90 FEET WEST OF THE CENTER
 HT1375'LINE OF PORTOLA ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 HT1375'A 48-INCH ELM TREE, ABOUT 1 FOOT HIGHER THAN OLD LA HONDA ROAD,
 HT1375'0.5 FOOT UNDERGROUND, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 HT1375'PIPE.  NOTE-- A LARGE ROOT OF THE TREE IS GROWING OVER THE MARK
 HT1375'AND IT WAS NECESSARY TO CHOP THE NORTHWEST SIDE OF THE ROOT TO
 HT1375'RECOVERY THE MARK.
 HT1375
 HT1375                          STATION RECOVERY (1967)
 HT1375
 HT1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0796 ***********************************************************************
 GT0796  DESIGNATION -  388.6
 GT0796  PID         -  GT0796
 GT0796  STATE/COUNTY-  CA/TULARE
 GT0796  USGS QUAD   -  EXETER (1969)
 GT0796
 GT0796                         *CURRENT SURVEY CONTROL
 GT0796  ___________________________________________________________________
 GT0796* NAD 83(1986)-  36 20 32.     (N)    119 09 17.     (W)     SCALED    
 GT0796* NAVD 88     -       119.15   (+/-2cm)     390.9    (feet)  VERTCON   
 GT0796  ___________________________________________________________________
 GT0796  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 GT0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0796
 GT0796.The horizontal coordinates were scaled from a topographic map and have
 GT0796.an estimated accuracy of +/- 6 seconds.
 GT0796
 GT0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0796.The vertical order pertains to the NGVD 29 superseded value.
 GT0796
 GT0796.The geoid height was determined by GEOID03.
 GT0796
 GT0796;                    North         East    Units  Estimated Accuracy
 GT0796;SPC CA 4     -   611,960.    1,986,110.      MT  (+/- 180 meters Scaled)
 GT0796
 GT0796                          SUPERSEDED SURVEY CONTROL
 GT0796
 GT0796  NGVD 29 (??/??/92)  118.328  (m)          388.21   (f) ADJ UNCH    2 0
 GT0796
 GT0796.Superseded values are not recommended for survey control.
 GT0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0796.See file dsdata.txt to determine how the superseded data were derived.
 GT0796
 GT0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA066240(NAD 83)
 GT0796_MARKER: P = PIPE CAP
 GT0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0796_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0796
 GT0796  HISTORY     - Date     Condition        Report By
 GT0796  HISTORY     - UNK      MONUMENTED       USGS
 GT0796  HISTORY     - 1935     GOOD             NGS
 GT0796
 GT0796                          STATION DESCRIPTION
 GT0796
 GT0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GT0796'3.3 MI NW FROM EXETER.
 GT0796'3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 GT0796'FROM THE STATION AT EXETER, TULARE COUNTY, 3 RAILS NORTH OF
 GT0796'MILEPOST 254, AT A HIGHWAY CROSSING, 50 FEET WEST OF THE
 GT0796'CENTERLINE OF THE TRACK, 25 FEET SOUTH OF THE CENTERLINE OF THE
 GT0796'HIGHWAY, AND 4 FEET EAST OF A POWER POLE.  A UNITED STATES
 GT0796'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A
 GT0796'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1509 ***********************************************************************
 EW1509  DESIGNATION -  388.603 C OF LA
 EW1509  PID         -  EW1509
 EW1509  STATE/COUNTY-  CA/LOS ANGELES
 EW1509  USGS QUAD   -  HOLLYWOOD (1994)
 EW1509
 EW1509                         *CURRENT SURVEY CONTROL
 EW1509  ___________________________________________________________________
 EW1509* NAD 83(1986)-  34 05 44.     (N)    118 22 11.     (W)     SCALED    
 EW1509* NAVD 88     -       119.24   (+/-2cm)     391.2    (feet)  VERTCON   
 EW1509  ___________________________________________________________________
 EW1509  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EW1509  VERT ORDER  -  THIRD (See Below)
 EW1509
 EW1509.The horizontal coordinates were scaled from a topographic map and have
 EW1509.an estimated accuracy of +/- 6 seconds.
 EW1509
 EW1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1509.The vertical order pertains to the NGVD 29 superseded value.
 EW1509
 EW1509.The geoid height was determined by GEOID03.
 EW1509
 EW1509;                    North         East    Units  Estimated Accuracy
 EW1509;SPC CA 5     -   566,130.    1,965,880.      MT  (+/- 180 meters Scaled)
 EW1509
 EW1509                          SUPERSEDED SURVEY CONTROL
 EW1509
 EW1509  NGVD 29 (??/??/??)  118.46   (m)          388.6    (f) RESET       3  
 EW1509
 EW1509.Superseded values are not recommended for survey control.
 EW1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1509.See file dsdata.txt to determine how the superseded data were derived.
 EW1509
 EW1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT736735(NAD 83)
 EW1509_MARKER: S = SPIKE
 EW1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1509_SP_SET: CONCRETE
 EW1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1509
 EW1509  HISTORY     - Date     Condition        Report By
 EW1509  HISTORY     - UNK      MONUMENTED       CA1980
 EW1509  HISTORY     - 1945     GOOD             NGS
 EW1509
 EW1509                          STATION DESCRIPTION
 EW1509
 EW1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1509'AT LOS ANGELES.
 EW1509'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND SWEETZER
 EW1509'AVENUE, IN THE NORTH CURB OF SUNSET AVENUE, 25.0 FEET EAST OF THE
 EW1509'EAST CURBLINE OF SWEETZER AVENUE AND IN THE EAST END OF A CATCH
 EW1509'BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0227 ***********************************************************************
 LT0227  DESIGNATION -  3897.9 USGS
 LT0227  PID         -  LT0227
 LT0227  STATE/COUNTY-  CA/SHASTA
 LT0227  USGS QUAD   -  HOGBACK RIDGE (1995)
 LT0227
 LT0227                         *CURRENT SURVEY CONTROL
 LT0227  ___________________________________________________________________
 LT0227* NAD 83(1986)-  40 55 38.     (N)    121 27 15.     (W)     SCALED    
 LT0227* NAVD 88     -      1189.34   (+/-2cm)    3902.0    (feet)  VERTCON   
 LT0227  ___________________________________________________________________
 LT0227  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 LT0227  VERT ORDER  -  ? (See Below)
 LT0227
 LT0227.The horizontal coordinates were scaled from a topographic map and have
 LT0227.an estimated accuracy of +/- 6 seconds.
 LT0227
 LT0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0227.The vertical order pertains to the NGVD 29 superseded value.
 LT0227
 LT0227.The geoid height was determined by GEOID03.
 LT0227
 LT0227;                    North         East    Units  Estimated Accuracy
 LT0227;SPC CA 1     -   677,120.    2,045,970.      MT  (+/- 180 meters Scaled)
 LT0227
 LT0227                          SUPERSEDED SURVEY CONTROL
 LT0227
 LT0227  NGVD 29 (??/??/??) 1188.351  (m)         3898.78   (f) ADJUSTED    ?  
 LT0227
 LT0227.Superseded values are not recommended for survey control.
 LT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0227.See file dsdata.txt to determine how the superseded data were derived.
 LT0227
 LT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL301318(NAD 83)
 LT0227_MARKER: DD = SURVEY DISK
 LT0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0227_SP_SET: TREE
 LT0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0227
 LT0227  HISTORY     - Date     Condition        Report By
 LT0227  HISTORY     - UNK      MONUMENTED       USGS
 LT0227  HISTORY     - 1935     GOOD             NGS
 LT0227
 LT0227                          STATION DESCRIPTION
 LT0227
 LT0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0227'6.1 MI SW FROM FALL RIVER MILLS.
 LT0227'6.1 MILES SOUTHWEST ALONG THE COUNTY ROAD LEADING TO BURNEY
 LT0227'FROM FALL RIVER MILLS, SHASTA COUNTY, AT THE TOP OF A 6- MILE
 LT0227'HILL, 130 FEET SOUTHEAST OF A ROAD FORK, 80 FEET EAST OF THE
 LT0227'CENTERLINE OF THE ROAD, AND IN THE ROOT ON THE WEST SIDE OF A
 LT0227'MULTIPLE RED-CEDAR TREE.  A UNITED STATES GEOLOGICAL SURVEY
 LT0227'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1597 ***********************************************************************
 DC1597  DESIGNATION -  38F 949 C SD 1964
 DC1597  PID         -  DC1597
 DC1597  STATE/COUNTY-  CA/SAN DIEGO
 DC1597  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1597
 DC1597                         *CURRENT SURVEY CONTROL
 DC1597  ___________________________________________________________________
 DC1597* NAD 83(1992)-  32 33 51.24575(N)    117 01 07.87609(W)     ADJUSTED  
 DC1597* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 DC1597  ___________________________________________________________________
 DC1597  EPOCH DATE  -        1991.35
 DC1597  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 DC1597  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DC1597  HORZ ORDER  -  SECOND
 DC1597
 DC1597.The horizontal coordinates were established by classical geodetic methods
 DC1597.and adjusted by the National Geodetic Survey in June 1996.
 DC1597.The horizontal coordinates are valid at the epoch date displayed above.
 DC1597.The epoch date for horizontal control is a decimal equivalence
 DC1597.of Year/Month/Day.
 DC1597
 DC1597.The orthometric height was scaled from a topographic map.
 DC1597
 DC1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1597
 DC1597.The geoid height was determined by GEOID03.
 DC1597
 DC1597;                    North         East     Units Scale Factor Converg.
 DC1597;SPC CA 6     -   544,358.162 1,927,794.453   MT  1.00004369   -0 25 21.0
 DC1597;SPC CA 6     - 1,785,948.40  6,324,772.30   sFT  1.00004369   -0 25 21.0
 DC1597;UTM  11      - 3,602,979.828   498,230.087   MT  0.99960004   -0 00 36.5
 DC1597
 DC1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1597!SPC CA 6     -   0.99997991  x   1.00004369  =   1.00002360
 DC1597!UTM  11      -   0.99997991  x   0.99960004  =   0.99957996
 DC1597
 DC1597                          SUPERSEDED SURVEY CONTROL
 DC1597
 DC1597  NAD 83(1986)-  32 33 51.24235(N)    117 01 07.87297(W) AD(1984.00) 2
 DC1597  NAD 27      -  32 33 51.03931(N)    117 01 04.78579(W) AD(       ) 2
 DC1597
 DC1597.Superseded values are not recommended for survey control.
 DC1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1597.See file dsdata.txt to determine how the superseded data were derived.
 DC1597
 DC1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS9823002980(NAD 83)
 DC1597_MARKER: DD = SURVEY DISK
 DC1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1597+STABILITY: SURFACE MOTION
 DC1597
 DC1597  HISTORY     - Date     Condition        Report By
 DC1597  HISTORY     - 1964     MONUMENTED       CA3260
 DC1597
 DC1597                          STATION DESCRIPTION
 DC1597
 DC1597'DESCRIBED BY CITY OF SAN DIEGO CALIFORNIA 1964
 DC1597'THE SAN DIEGO
 DC1597'CITY MARK IS A 3-1/2 INCH DISC IN A 5 INCH DIAMETER CONCRETE
 DC1597'CYLINDER WHICH IS 2 INCHES ABOVE GROUND.  THE CITY MONUMENT
 DC1597'HAS 2 WHITE WITNESS POSTS NEARBY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0049 ***********************************************************************
 FT0049  DESIGNATION -  39
 FT0049  PID         -  FT0049
 FT0049  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0049  USGS QUAD   -  BAKER (1983)
 FT0049
 FT0049                         *CURRENT SURVEY CONTROL
 FT0049  ___________________________________________________________________
 FT0049* NAD 83(1986)-  35 22 10.     (N)    116 07 03.     (W)     SCALED    
 FT0049* NAVD 88     -       277.818  (meters)     911.47   (feet)  ADJUSTED  
 FT0049  ___________________________________________________________________
 FT0049  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FT0049  DYNAMIC HT  -         277.538 (meters)     910.56  (feet)  COMP
 FT0049  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 FT0049
 FT0049  VERT ORDER  -  FIRST     CLASS II
 FT0049
 FT0049.The horizontal coordinates were scaled from a topographic map and have
 FT0049.an estimated accuracy of +/- 6 seconds.
 FT0049
 FT0049.The orthometric height was determined by differential leveling
 FT0049.and adjusted in June 1991.
 FT0049
 FT0049.The geoid height was determined by GEOID03.
 FT0049
 FT0049.The dynamic height is computed by dividing the NAVD 88
 FT0049.geopotential number by the normal gravity value computed on the
 FT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0049.degrees latitude (g = 980.6199 gals.).
 FT0049
 FT0049.The modeled gravity was interpolated from observed gravity values.
 FT0049
 FT0049;                    North         East    Units  Estimated Accuracy
 FT0049;SPC CA 5     -   708,980.    2,171,060.      MT  (+/- 180 meters Scaled)
 FT0049
 FT0049                          SUPERSEDED SURVEY CONTROL
 FT0049
 FT0049  NGVD 29 (05/01/91)  277.142  (m)          909.26   (f) ADJUSTED    1 2
 FT0049
 FT0049.Superseded values are not recommended for survey control.
 FT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0049.See file dsdata.txt to determine how the superseded data were derived.
 FT0049
 FT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV801143(NAD 83)
 FT0049_MARKER: DD = SURVEY DISK
 FT0049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0049_STAMPING: 909.831 B 1909 39
 FT0049_MARK LOGO: USGS  
 FT0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0049
 FT0049  HISTORY     - Date     Condition        Report By
 FT0049  HISTORY     - 1909     MONUMENTED       USGS
 FT0049  HISTORY     - 1935     GOOD             NGS
 FT0049  HISTORY     - 1982     GOOD             NGS
 FT0049
 FT0049                          STATION DESCRIPTION
 FT0049
 FT0049'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 FT0049'AT SILVER LAKE.
 FT0049'AT SILVER LAKE, SAN BERNARDINO COUNTY, ABOUT 826 FEET SOUTHWEST
 FT0049'ALONG A ROAD FROM THE WATER TANK OF THE ABANDONED TONOPAH AND
 FT0049'TIDEWATER RAILROAD, AT A WYE JUNCTION OF THE OLD ROAD LEADING
 FT0049'TO BARSTOW, AND ABOUT 100 FEET SOUTH OF THE CENTERLINE OF THE
 FT0049'OLD ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 FT0049'STAMPED 909.831 B 1909 39 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 FT0049'IRON PIPE SET IN CONCRETE AND PROJECTING 6 INCHES ABOVE GROUND.
 FT0049
 FT0049                          STATION RECOVERY (1935)
 FT0049
 FT0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FT0049'RECOVERED IN GOOD CONDITION.
 FT0049
 FT0049                          STATION RECOVERY (1982)
 FT0049
 FT0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FT0049'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FT0049'12.9 KM (8.05 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT0049'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, THENCE 0.2 KM (0.1 MI)
 FT0049'WEST ALONG A DIRT ROAD, 0.3 KM (0.2 MI) WEST-NORTHWEST OF MILEPOST 8,
 FT0049'0.3 KM (0.2 MI) WEST OF THE OLD RUINS OF AN ADOBE HOUSE, 52.8 METERS
 FT0049'(173 FT) SOUTH OF THE CENTERLINE OF THE ROAD. NOTE--PIPE
 FT0049'PROJECTS 6 CM ABOVE THE GROUND, DEPTH UNKNOWN.
 FT0049'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 FT0049'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0752 ***********************************************************************
 JT0752  DESIGNATION -  39
 JT0752  PID         -  JT0752
 JT0752  STATE/COUNTY-  CA/SONOMA
 JT0752  USGS QUAD   -  COTATI (1980)
 JT0752
 JT0752                         *CURRENT SURVEY CONTROL
 JT0752  ___________________________________________________________________
 JT0752* NAD 83(1986)-  38 16 44.     (N)    122 39 55.     (W)     SCALED    
 JT0752* NAVD 88     -        13.21   (+/-2cm)      43.3    (feet)  VERTCON   
 JT0752  ___________________________________________________________________
 JT0752  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT0752  VERT ORDER  -  THIRD (See Below)
 JT0752
 JT0752.The horizontal coordinates were scaled from a topographic map and have
 JT0752.an estimated accuracy of +/- 6 seconds.
 JT0752
 JT0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0752.The vertical order pertains to the NGVD 29 superseded value.
 JT0752
 JT0752.The geoid height was determined by GEOID03.
 JT0752
 JT0752;                    North         East    Units  Estimated Accuracy
 JT0752;SPC CA 2     -   568,170.    1,941,790.      MT  (+/- 180 meters Scaled)
 JT0752
 JT0752                          SUPERSEDED SURVEY CONTROL
 JT0752
 JT0752  NGVD 29 (??/??/??)   12.39   (m)           40.6    (f) RESET       3  
 JT0752
 JT0752.Superseded values are not recommended for survey control.
 JT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0752.See file dsdata.txt to determine how the superseded data were derived.
 JT0752
 JT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH292368(NAD 83)
 JT0752_MARKER: P = PIPE CAP
 JT0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0752_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0752_STAMPING: 40.587 39
 JT0752_MARK LOGO: USGS  
 JT0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0752+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 JT0752
 JT0752  HISTORY     - Date     Condition        Report By
 JT0752  HISTORY     - UNK      MONUMENTED       USGS
 JT0752  HISTORY     - 1934     GOOD             CGS
 JT0752  HISTORY     - 1959     GOOD             CGS
 JT0752  HISTORY     - 19990615 GOOD             INDIV
 JT0752
 JT0752                          STATION DESCRIPTION
 JT0752
 JT0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0752'3.4 MI N FROM PETALUMA.
 JT0752'3.4 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0752'STATION AT PETALUMA, SONOMA COUNTY, ABOUT 1000 FEET SOUTH OF
 JT0752'CROSSING NO. 42-B, MIDWAY BETWEEN THE NORTH AND SOUTH ENDS OF
 JT0752'THE SIDING AT ELY, 15 FEET NORTH OF MILEPOST 42, 25 FEET EAST
 JT0752'OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE.  A UNITED STATES
 JT0752'GEOLOGICAL SURVEY STANDARD CAP, STAMPED---40.587 39--- AND RIVETED
 JT0752'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE
 JT0752'GROUND.  NOTE-- EXCEPT THE ELY SIDING IS NO LONGER IN EXISTENCE.
 JT0752
 JT0752                          STATION RECOVERY (1959)
 JT0752
 JT0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0752'RECOVERED IN GOOD CONDITION.
 JT0752
 JT0752                          STATION RECOVERY (1999)
 JT0752
 JT0752'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (SGS)
 JT0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1581 ***********************************************************************
 JT1581  DESIGNATION -  39 1
 JT1581  PID         -  JT1581
 JT1581  STATE/COUNTY-  CA/NAPA
 JT1581  USGS QUAD   -  NAPA (1980)
 JT1581
 JT1581                         *CURRENT SURVEY CONTROL
 JT1581  ___________________________________________________________________
 JT1581* NAD 83(1986)-  38 17 10.     (N)    122 20 21.     (W)     SCALED    
 JT1581* NAVD 88     -        63.55   (+/-2cm)     208.5    (feet)  VERTCON   
 JT1581  ___________________________________________________________________
 JT1581  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1581  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1581
 JT1581.The horizontal coordinates were scaled from a topographic map and have
 JT1581.an estimated accuracy of +/- 6 seconds.
 JT1581
 JT1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1581.The vertical order pertains to the NGVD 29 superseded value.
 JT1581
 JT1581.The geoid height was determined by GEOID03.
 JT1581
 JT1581;                    North         East    Units  Estimated Accuracy
 JT1581;SPC CA 2     -   568,820.    1,970,330.      MT  (+/- 180 meters Scaled)
 JT1581
 JT1581                          SUPERSEDED SURVEY CONTROL
 JT1581
 JT1581  NGVD 29 (??/??/92)   62.767  (m)          205.93   (f) ADJ UNCH    1 1
 JT1581
 JT1581.Superseded values are not recommended for survey control.
 JT1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1581.See file dsdata.txt to determine how the superseded data were derived.
 JT1581
 JT1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577377(NAD 83)
 JT1581_MARKER: DD = SURVEY DISK
 JT1581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1581_SP_SET: COPPER-CLAD STEEL ROD
 JT1581_STAMPING: 39-1 C OF N
 JT1581_MARK LOGO: CA2330
 JT1581_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1581
 JT1581  HISTORY     - Date     Condition        Report By
 JT1581  HISTORY     - 1972     MONUMENTED       CA2330
 JT1581
 JT1581                          STATION DESCRIPTION
 JT1581
 JT1581'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1581'3.8 MI (6.1 KM) SOUTHWEST OF THE COUNTY COURTHOUSE AT NAPA, ON BUHMAN
 JT1581'AVENUE, 153 FT (46.6 M) WEST OF CENTERLINE CONGRESS VALLEY ROAD, 104
 JT1581'FT (31.7 M) SOUTH CENTERLINE BUHMAN, ALONG WEST EDGE OF ASPHALT
 JT1581'DRIVEWAY TO 2120 BUHMAN AVENUE, 4 FT (1.2 M) EAST OF FENCE ALONG
 JT1581'DRIVEWAY, 1 FT (0.3 M) WEST OF EDGE ASPHALT DRIVEWAY, 0.4 FT (0.1 M)
 JT1581'BELOW THE TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE
 JT1581'ASPHALT DRIVEWAY WITH THE WORD MONUMENT CAST IN THE COVER AND SET ON
 JT1581'TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 49 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4753 ***********************************************************************
 EW4753  DESIGNATION -  39 1 V CO
 EW4753  PID         -  EW4753
 EW4753  STATE/COUNTY-  CA/VENTURA
 EW4753  USGS QUAD   -  FILLMORE (1951)
 EW4753
 EW4753                         *CURRENT SURVEY CONTROL
 EW4753  ___________________________________________________________________
 EW4753* NAD 83(1986)-  34 22 42.     (N)    118 59 23.     (W)     SCALED    
 EW4753* NAVD 88     -       137.26   (+/-2cm)     450.3    (feet)  VERTCON   
 EW4753  ___________________________________________________________________
 EW4753  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW4753  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4753
 EW4753.The horizontal coordinates were scaled from a topographic map and have
 EW4753.an estimated accuracy of +/- 6 seconds.
 EW4753
 EW4753.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4753.The vertical order pertains to the NGVD 29 superseded value.
 EW4753
 EW4753.The geoid height was determined by GEOID03.
 EW4753
 EW4753;                    North         East    Units  Estimated Accuracy
 EW4753;SPC CA 5     -   597,880.    1,908,980.      MT  (+/- 180 meters Scaled)
 EW4753
 EW4753                          SUPERSEDED SURVEY CONTROL
 EW4753
 EW4753  NGVD 29 (??/??/92)  136.471  (m)          447.74   (f) ADJ UNCH    1 1
 EW4753
 EW4753.Superseded values are not recommended for survey control.
 EW4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4753.See file dsdata.txt to determine how the superseded data were derived.
 EW4753
 EW4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU170059(NAD 83)
 EW4753_MARKER: DD = SURVEY DISK
 EW4753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4753_STAMPING: 1965 39-1
 EW4753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4753+STABILITY: SURFACE MOTION
 EW4753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4753+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 EW4753
 EW4753  HISTORY     - Date     Condition        Report By
 EW4753  HISTORY     - 1965     MONUMENTED       CA-111
 EW4753  HISTORY     - 20040325 GOOD             GEOCAC
 EW4753
 EW4753                          STATION DESCRIPTION
 EW4753
 EW4753'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4753'AT FILLMORE.
 EW4753'AT THE INTERSECTION OF SYCAMORE RD AND STATE HWY 126, 28 FT
 EW4753'NORTHWESTERLY FROM THE CENTER STATE HWY 126, 50 FT
 EW4753'NORTHEASTERLY FROM THE CENTER HALL RD, 3 FT SOUTHWESTERLY FROM
 EW4753'A 60 IN SYCAMORE TREE, IN THE CENTER AND AT THE BASE OF A STONE
 EW4753'MONUMENT (CALIFORNIA REGISTERED HISTORICAL LANDMARK NO. 756)
 EW4753'4 IN BEHIND A 25-FT X 5.5 FT. CONCRETE BASE, A STANDARD VENTURAA
 EW4753'COUNTY BENCH MARK MONUMENT, STAMPED 1965 39-1.
 EW4753
 EW4753                          STATION RECOVERY (2004)
 EW4753
 EW4753'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4753'THE CONCRETE MONUMENT REMAINS, BUT THE BRASS PLAQUE WAS STOLEN SEVERAL
 EW4753'YEARS AGO.  THE DISK IS VERY WORN AND HAS BEEN PAINTED GREEN, BUT IS
 EW4753'STILL SERVICABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1528 ***********************************************************************
 HS1528  DESIGNATION -  39 17 L TID
 HS1528  PID         -  HS1528
 HS1528  STATE/COUNTY-  CA/MERCED
 HS1528  USGS QUAD   -  TURLOCK (1976)
 HS1528
 HS1528                         *CURRENT SURVEY CONTROL
 HS1528  ___________________________________________________________________
 HS1528* NAD 83(1986)-  37 26 40.     (N)    120 47 24.     (W)     SCALED    
 HS1528* NAVD 88     -        36.35   (+/-2cm)     119.3    (feet)  VERTCON   
 HS1528  ___________________________________________________________________
 HS1528  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 HS1528  VERT ORDER  -  THIRD (See Below)
 HS1528
 HS1528.The horizontal coordinates were scaled from a topographic map and have
 HS1528.an estimated accuracy of +/- 6 seconds.
 HS1528
 HS1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1528.The vertical order pertains to the NGVD 29 superseded value.
 HS1528
 HS1528.The geoid height was determined by GEOID03.
 HS1528
 HS1528;                    North         East    Units  Estimated Accuracy
 HS1528;SPC CA 3     -   604,860.    1,974,340.      MT  (+/- 180 meters Scaled)
 HS1528
 HS1528                          SUPERSEDED SURVEY CONTROL
 HS1528
 HS1528  NGVD 29 (??/??/??)   35.64   (m)          116.9    (f) RESET       3  
 HS1528
 HS1528.Superseded values are not recommended for survey control.
 HS1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1528.See file dsdata.txt to determine how the superseded data were derived.
 HS1528
 HS1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG954464(NAD 83)
 HS1528_MARKER: DD = SURVEY DISK
 HS1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1528_SP_SET: BRIDGE CURB
 HS1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1528
 HS1528  HISTORY     - Date     Condition        Report By
 HS1528  HISTORY     - UNK      MONUMENTED       TID
 HS1528  HISTORY     - 1958     GOOD             NGS
 HS1528
 HS1528                          STATION DESCRIPTION
 HS1528
 HS1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1528'1 MI NW FROM DELHI.
 HS1528'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS1528'FROM THE STATION AT DELHI, 5 POLES NORTHWEST ACROSS THE TRACK
 HS1528'AND U.S. HIGHWAY 99 FROM MILEPOLE 131, AT CONCRETE HIGHWAY
 HS1528'BRIDGE 39.17 L OVER TURLOCK CANAL, IN THE TOP OF THE SOUTHEAST
 HS1528'END OF THE SOUTHWEST CONCRETE CURB, 23 FEET SOUTHWEST OF THE
 HS1528'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, AND ABOUT
 HS1528'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2034 ***********************************************************************
 EW2034  DESIGNATION -  39 185 LACFCD
 EW2034  PID         -  EW2034
 EW2034  STATE/COUNTY-  CA/LOS ANGELES
 EW2034  USGS QUAD   -  BURBANK (1994)
 EW2034
 EW2034                         *CURRENT SURVEY CONTROL
 EW2034  ___________________________________________________________________
 EW2034* NAD 83(1986)-  34 09 16.     (N)    118 16 35.     (W)     SCALED    
 EW2034* NAVD 88     -       142.32   (+/-2cm)     466.9    (feet)  VERTCON   
 EW2034  ___________________________________________________________________
 EW2034  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EW2034  VERT ORDER  -  THIRD (See Below)
 EW2034
 EW2034.The horizontal coordinates were scaled from a topographic map and have
 EW2034.an estimated accuracy of +/- 6 seconds.
 EW2034
 EW2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2034.The vertical order pertains to the NGVD 29 superseded value.
 EW2034
 EW2034.The geoid height was determined by GEOID03.
 EW2034
 EW2034;                    North         East    Units  Estimated Accuracy
 EW2034;SPC CA 5     -   572,630.    1,974,510.      MT  (+/- 180 meters Scaled)
 EW2034
 EW2034                          SUPERSEDED SURVEY CONTROL
 EW2034
 EW2034  NGVD 29 (??/??/??)  141.52   (m)          464.3    (f) RESET       3  
 EW2034
 EW2034.Superseded values are not recommended for survey control.
 EW2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2034.See file dsdata.txt to determine how the superseded data were derived.
 EW2034
 EW2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT823800(NAD 83)
 EW2034_MARKER: DD = SURVEY DISK
 EW2034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2034_SP_SET: BRIDGE
 EW2034_STAMPING: B M 39 185
 EW2034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2034
 EW2034  HISTORY     - Date     Condition        Report By
 EW2034  HISTORY     - UNK      MONUMENTED       CA-037
 EW2034  HISTORY     - 1955     GOOD             NGS
 EW2034  HISTORY     - 1966     MARK NOT FOUND   USGS
 EW2034  HISTORY     - 1987     MARK NOT FOUND   NGS
 EW2034
 EW2034                          STATION DESCRIPTION
 EW2034
 EW2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2034'AT GLENDALE.
 EW2034'AT GLENDALE, 2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 EW2034'COMPANY RAILROAD FROM THE STATION, AT SAN FERNANDO ROAD CONCRETE
 EW2034'BRIDGE 53-376 OVER A LOS ANGELES COUNTY FLOOD CONTROL DITCH,
 EW2034'NEAR A DROP IN CONCRETE ABUTMENT FOR CURB OF ROAD, IN THE
 EW2034'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, 30 FEET
 EW2034'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO THE
 EW2034'GLENDALE PACIFIC LIGHTING GAS SUPPLY COMPNAY (6516 SAN FERNANDO
 EW2034'ROAD), 8.2 FEET WEST OF THE WEST EDGE OF THE SOUTH END OF A
 EW2034'CONCRETE GUARDRAIL, 0.5 FOOT EAST OF THE EAST CURB OF THE
 EW2034'ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 EW2034
 EW2034                          STATION RECOVERY (1966)
 EW2034
 EW2034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EW2034'MARK NOT FOUND.
 EW2034
 EW2034                          STATION RECOVERY (1987)
 EW2034
 EW2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2034'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3328 ***********************************************************************
 AH3328  DESIGNATION -  39 195
 AH3328  PID         -  AH3328
 AH3328  STATE/COUNTY-  CA/LOS ANGELES
 AH3328  USGS QUAD   -  PASADENA (1994)
 AH3328
 AH3328                         *CURRENT SURVEY CONTROL
 AH3328  ___________________________________________________________________
 AH3328* NAD 83(1986)-  34 09 36.     (N)    118 14 30.     (W)     SCALED    
 AH3328* NAVD 88     -       202.960  (meters)     665.88   (feet)  ADJUSTED  
 AH3328  ___________________________________________________________________
 AH3328  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AH3328  DYNAMIC HT  -         202.747 (meters)     665.18  (feet)  COMP
 AH3328  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 AH3328
 AH3328  VERT ORDER  -  FIRST     CLASS II
 AH3328
 AH3328.The horizontal coordinates were scaled from a topographic map and have
 AH3328.an estimated accuracy of +/- 6 seconds.
 AH3328
 AH3328.The orthometric height was determined by differential leveling
 AH3328.and adjusted in May 1999.
 AH3328
 AH3328.The geoid height was determined by GEOID03.
 AH3328
 AH3328.The dynamic height is computed by dividing the NAVD 88
 AH3328.geopotential number by the normal gravity value computed on the
 AH3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3328.degrees latitude (g = 980.6199 gals.).
 AH3328
 AH3328.The modeled gravity was interpolated from observed gravity values.
 AH3328
 AH3328;                    North         East    Units  Estimated Accuracy
 AH3328;SPC CA 5     -   573,240.    1,977,720.      MT  (+/- 180 meters Scaled)
 AH3328
 AH3328                          SUPERSEDED SURVEY CONTROL
 AH3328
 AH3328.No superseded survey control is available for this station.
 AH3328
 AH3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT855805(NAD 83)
 AH3328_MARKER: DB = BENCH MARK DISK
 AH3328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3328_SP_SET: CURB
 AH3328_STAMPING: BM 39..195
 AH3328_MARK LOGO: LACFCD
 AH3328_PROJECTION: FLUSH
 AH3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3328+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 AH3328
 AH3328  HISTORY     - Date     Condition        Report By
 AH3328  HISTORY     - UNK      MONUMENTED       LACFCD
 AH3328  HISTORY     - 19970616 GOOD             MWDSC
 AH3328
 AH3328                          STATION DESCRIPTION
 AH3328
 AH3328'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3328'IN THE CITY OF GLENDALE, AT THE INTERSECTION OF GLENOAKS BLVD. AND THE
 AH3328'VERDUGO WASH, 45.72 M (150.00 FT) NORTHWESTERLY OF THE CENTERLINE OF
 AH3328'CORONADO DRIVE, 5.64 M (18.50 FT) SOUTHWESTERLY OF THE CENTERLINE OF
 AH3328'GLENOAKS BLVD., STATION IN THE CONCRETE CURB AT THE SOUTHEASTERLY
 AH3328'CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1984 ***********************************************************************
 EW1984  DESIGNATION -  39 199 LACFCD
 EW1984  PID         -  EW1984
 EW1984  STATE/COUNTY-  CA/LOS ANGELES
 EW1984  USGS QUAD   -  PASADENA (1994)
 EW1984
 EW1984                         *CURRENT SURVEY CONTROL
 EW1984  ___________________________________________________________________
 EW1984* NAD 83(1986)-  34 10 11.     (N)    118 13 44.     (W)     SCALED    
 EW1984* NAVD 88     -       240.710  (meters)     789.73   (feet)  READJUSTED
 EW1984  ___________________________________________________________________
 EW1984  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW1984  DYNAMIC HT  -         240.460 (meters)     788.91  (feet)  COMP
 EW1984  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 EW1984
 EW1984  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1984
 EW1984.The horizontal coordinates were scaled from a topographic map and have
 EW1984.an estimated accuracy of +/- 6 seconds.
 EW1984
 EW1984.The orthometric height was determined by differential leveling
 EW1984.and adjusted in February 1993.
 EW1984.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1984.distribution rate of 0.0 thru 1.0 mm/km.
 EW1984.The height was derived from older observations constrained to new
 EW1984.heights in a crustal motion area.  The height is approximate in
 EW1984.relation to other heights in its vicinity.
 EW1984
 EW1984.The geoid height was determined by GEOID03.
 EW1984
 EW1984.The dynamic height is computed by dividing the NAVD 88
 EW1984.geopotential number by the normal gravity value computed on the
 EW1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1984.degrees latitude (g = 980.6199 gals.).
 EW1984
 EW1984.The modeled gravity was interpolated from observed gravity values.
 EW1984
 EW1984;                    North         East    Units  Estimated Accuracy
 EW1984;SPC CA 5     -   574,310.    1,978,900.      MT  (+/- 180 meters Scaled)
 EW1984
 EW1984                          SUPERSEDED SURVEY CONTROL
 EW1984
 EW1984  NGVD 29 (??/??/92)  239.914  (m)          787.12   (f) ADJ UNCH    1 1
 EW1984
 EW1984.Superseded values are not recommended for survey control.
 EW1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1984.See file dsdata.txt to determine how the superseded data were derived.
 EW1984
 EW1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT867816(NAD 83)
 EW1984_MARKER: DD = SURVEY DISK
 EW1984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1984_SP_SET: ABUTMENT
 EW1984_STAMPING: 39-199
 EW1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1984
 EW1984  HISTORY     - Date     Condition        Report By
 EW1984  HISTORY     - UNK      MONUMENTED       CA1980
 EW1984  HISTORY     - 1968     GOOD             CA1980
 EW1984  HISTORY     - 1976     GOOD             NGS
 EW1984  HISTORY     - 1978     GOOD             NGS
 EW1984
 EW1984                          STATION DESCRIPTION
 EW1984
 EW1984'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1984'AT GLENDALE.
 EW1984'BRASS BENCH MARK DISC IN THE TOP OF THE SOUTHERLY ABUTMENT,
 EW1984'AT THE WEST END, OF BRIDGE NO. 53-141 OVER VERDUGO CANYON FLOOD
 EW1984'CONTROL CHANNEL, IN CANADA BOULEVARD, 8 FEET WEST OF THE WEST
 EW1984'CURB LINE, ABOUT 300 FEET NORTH OF VERDUGO ROAD, AT ITS SOUTHERLY
 EW1984'INTERSECTION WITH CANADA BOULEVARD.
 EW1984
 EW1984                          STATION RECOVERY (1976)
 EW1984
 EW1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1984'1.15 MILES SOUTH ALONG OCEAN VIEW BOULEVARD FROM ITS INTERSECTION WITH
 EW1984'FOOTHILL BOULEVARD AT LA CANADA, THENCE 2.2 MILES SOUTH ALONG VERDUGO
 EW1984'ROAD, 300 FT WEST OF VERDUGO ROAD, IN TOP OF THE WEST END OF THE
 EW1984'SOUTH CONCRETE ABUTMENT OF CANADA BOULEVARD BRIDGE 53-141, 8 FT WEST
 EW1984'OF THE WEST CURB OF CANADA BOULEVARD, 2 FT NORTH OF POWER POLE 11498A
 EW1984
 EW1984                          STATION RECOVERY (1978)
 EW1984
 EW1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4752 ***********************************************************************
 EW4752  DESIGNATION -  39 2 V CO
 EW4752  PID         -  EW4752
 EW4752  STATE/COUNTY-  CA/VENTURA
 EW4752  USGS QUAD   -  FILLMORE (1951)
 EW4752
 EW4752                         *CURRENT SURVEY CONTROL
 EW4752  ___________________________________________________________________
 EW4752* NAD 83(1986)-  34 22 54.     (N)    118 59 12.     (W)     SCALED    
 EW4752* NAVD 88     -       145.83   (+/-2cm)     478.4    (feet)  VERTCON   
 EW4752  ___________________________________________________________________
 EW4752  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EW4752  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4752
 EW4752.The horizontal coordinates were scaled from a topographic map and have
 EW4752.an estimated accuracy of +/- 6 seconds.
 EW4752
 EW4752.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4752.The vertical order pertains to the NGVD 29 superseded value.
 EW4752
 EW4752.The geoid height was determined by GEOID03.
 EW4752
 EW4752;                    North         East    Units  Estimated Accuracy
 EW4752;SPC CA 5     -   598,240.    1,909,260.      MT  (+/- 180 meters Scaled)
 EW4752
 EW4752                          SUPERSEDED SURVEY CONTROL
 EW4752
 EW4752  NGVD 29 (??/??/92)  145.036  (m)          475.84   (f) ADJ UNCH    1 1
 EW4752
 EW4752.Superseded values are not recommended for survey control.
 EW4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4752.See file dsdata.txt to determine how the superseded data were derived.
 EW4752
 EW4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU173062(NAD 83)
 EW4752_MARKER: DD = SURVEY DISK
 EW4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4752_STAMPING: 39-2 1965
 EW4752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4752+STABILITY: SURFACE MOTION
 EW4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4752+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 EW4752
 EW4752  HISTORY     - Date     Condition        Report By
 EW4752  HISTORY     - 1965     MONUMENTED       CA-111
 EW4752  HISTORY     - 20030710 GOOD             GEOCAC
 EW4752
 EW4752                          STATION DESCRIPTION
 EW4752
 EW4752'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4752'AT FILLMORE.
 EW4752'ON THE NORTHERLY SIDE OF SYCAMORE RD, 0.25 OF A MILE
 EW4752'NORTHEASTERLY ALONG SYCAMORE RD FROM THE INTERSECTION STATE
 EW4752'HWY 126, 3.5 FT NORTHERLY FROM POWER POLE 88581E, 19.5 FT
 EW4752'NORTHWESTERLY FROM THE CENTER OF SYCAMORE RD, 130 FT EASTERLY
 EW4752'FROM THE CENTER 10-FOOT DIRT ROAD, 130 FT EASTERLY FROM A 40
 EW4752'IN PINE TREE, A BRASS CAP MONUMENT SET IN CONCRETE, FLUSH, WITH
 EW4752'A METAL GUARD POST 1 FOOT NORTHERLY.
 EW4752
 EW4752                          STATION RECOVERY (2003)
 EW4752
 EW4752'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW4752'RECOVERED IN GOOD CONDITION, UNDER AN INCH OR SO OF SOIL.  GUARD POST
 EW4752'WAS TORN OFF, BUT IN AREA.  IT WAS PUT NEXT TO UNCOVERED DISK, ON
 EW4752'GROUND.  CORRECTIONS TO DESCRIPTION.  PINE TREE IS NO LONGER THERE, AS
 EW4752'IT WAS REMOVED TO MAKE ROOM FOR CITRUS ORCHARDS.  POWER POLE ID IS
 EW4752'ACTUALLY 88561E.  ALL OTHER ASPECTS OF THE DESCRIPTION, AS WELL AS TO
 EW4752'REACH, HOLD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4751 ***********************************************************************
 EW4751  DESIGNATION -  39 3 V CO
 EW4751  PID         -  EW4751
 EW4751  STATE/COUNTY-  CA/VENTURA
 EW4751  USGS QUAD   -  FILLMORE (1951)
 EW4751
 EW4751                         *CURRENT SURVEY CONTROL
 EW4751  ___________________________________________________________________
 EW4751* NAD 83(1986)-  34 23 04.     (N)    118 58 57.     (W)     SCALED    
 EW4751* NAVD 88     -       147.12   (+/-2cm)     482.7    (feet)  VERTCON   
 EW4751  ___________________________________________________________________
 EW4751  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW4751  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4751
 EW4751.The horizontal coordinates were scaled from a topographic map and have
 EW4751.an estimated accuracy of +/- 6 seconds.
 EW4751
 EW4751.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4751.The vertical order pertains to the NGVD 29 superseded value.
 EW4751
 EW4751.The geoid height was determined by GEOID03.
 EW4751
 EW4751;                    North         East    Units  Estimated Accuracy
 EW4751;SPC CA 5     -   598,550.    1,909,650.      MT  (+/- 180 meters Scaled)
 EW4751
 EW4751                          SUPERSEDED SURVEY CONTROL
 EW4751
 EW4751  NGVD 29 (??/??/92)  146.324  (m)          480.06   (f) ADJ UNCH    1 1
 EW4751
 EW4751.Superseded values are not recommended for survey control.
 EW4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4751.See file dsdata.txt to determine how the superseded data were derived.
 EW4751
 EW4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU177065(NAD 83)
 EW4751_MARKER: DD = SURVEY DISK
 EW4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4751_STAMPING: 39-3 1965
 EW4751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4751+STABILITY: SURFACE MOTION
 EW4751
 EW4751  HISTORY     - Date     Condition        Report By
 EW4751  HISTORY     - 1965     MONUMENTED       CA-111
 EW4751
 EW4751                          STATION DESCRIPTION
 EW4751
 EW4751'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4751'AT FILLMORE.
 EW4751'ON THE SOUTHERLY SIDE OF SYCAMORE RD, 0.6 OF A MILE NORTHEASTERLY
 EW4751'ALONG SYCAMORE RD, FROM THE INTERSECTION STATE HWY 126, 54 FT
 EW4751'SOUTHERLY FROM THE CENTER OF SYCAMORE RD, 91 FT S FROM TELEPHONE
 EW4751'POLE 577, 100 FT E FROM POWER POLE 88553E, A BRASS CAP MONUMENT
 EW4751'SET IN CONCRETE, FLUSH, WITH A METAL GUARD POST 1 FOOT SOUTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4750 ***********************************************************************
 EW4750  DESIGNATION -  39 4 V CO
 EW4750  PID         -  EW4750
 EW4750  STATE/COUNTY-  CA/VENTURA
 EW4750  USGS QUAD   -  FILLMORE (1951)
 EW4750
 EW4750                         *CURRENT SURVEY CONTROL
 EW4750  ___________________________________________________________________
 EW4750* NAD 83(1986)-  34 23 19.     (N)    118 58 42.     (W)     SCALED    
 EW4750* NAVD 88     -       153.89   (+/-2cm)     504.9    (feet)  VERTCON   
 EW4750  ___________________________________________________________________
 EW4750  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EW4750  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4750
 EW4750.The horizontal coordinates were scaled from a topographic map and have
 EW4750.an estimated accuracy of +/- 6 seconds.
 EW4750
 EW4750.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4750.The vertical order pertains to the NGVD 29 superseded value.
 EW4750
 EW4750.The geoid height was determined by GEOID03.
 EW4750
 EW4750;                    North         East    Units  Estimated Accuracy
 EW4750;SPC CA 5     -   599,010.    1,910,040.      MT  (+/- 180 meters Scaled)
 EW4750
 EW4750                          SUPERSEDED SURVEY CONTROL
 EW4750
 EW4750  NGVD 29 (??/??/92)  153.09   (m)          502.3    (f) COMPUTED    1 1
 EW4750
 EW4750.Superseded values are not recommended for survey control.
 EW4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4750.See file dsdata.txt to determine how the superseded data were derived.
 EW4750
 EW4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU181070(NAD 83)
 EW4750_MARKER: DD = SURVEY DISK
 EW4750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4750_STAMPING: 39-4 1965
 EW4750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4750+STABILITY: SURFACE MOTION
 EW4750
 EW4750  HISTORY     - Date     Condition        Report By
 EW4750  HISTORY     - 1965     MONUMENTED       CA-111
 EW4750
 EW4750                          STATION DESCRIPTION
 EW4750
 EW4750'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4750'AT FILLMORE.
 EW4750'ON THE SOUTHERLY SIDE OF SYCAMORE RD, 0.9 OF A MILE NORTHEASTERLY
 EW4750'ALONG SYCAMORE RD FROM THE INTERSECTION OF STATE HWY 126, 30
 EW4750'FT SOUTHERLY FROM THE CENTER 8-FOOT PAVED ROAD, 8 FT SOUTHERLY
 EW4750'FROM A 80-IN 3-PRONG SYCAMORE TREE, 64 FT E FROM POWER POLE
 EW4750'88546E, A BRASS CAP MONUMENT SET IN CONCRETE, FLUSH, WITH A
 EW4750'METAL GUARD POST 1 FOOT SOUTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4749 ***********************************************************************
 EW4749  DESIGNATION -  39 5 V CO
 EW4749  PID         -  EW4749
 EW4749  STATE/COUNTY-  CA/VENTURA
 EW4749  USGS QUAD   -  FILLMORE (1951)
 EW4749
 EW4749                         *CURRENT SURVEY CONTROL
 EW4749  ___________________________________________________________________
 EW4749* NAD 83(1986)-  34 23 34.     (N)    118 58 32.     (W)     SCALED    
 EW4749* NAVD 88     -       162.11   (+/-2cm)     531.9    (feet)  VERTCON   
 EW4749  ___________________________________________________________________
 EW4749  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW4749  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4749
 EW4749.The horizontal coordinates were scaled from a topographic map and have
 EW4749.an estimated accuracy of +/- 6 seconds.
 EW4749
 EW4749.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4749.The vertical order pertains to the NGVD 29 superseded value.
 EW4749
 EW4749.The geoid height was determined by GEOID03.
 EW4749
 EW4749;                    North         East    Units  Estimated Accuracy
 EW4749;SPC CA 5     -   599,470.    1,910,300.      MT  (+/- 180 meters Scaled)
 EW4749
 EW4749                          SUPERSEDED SURVEY CONTROL
 EW4749
 EW4749  NGVD 29 (??/??/92)  161.31   (m)          529.2    (f) COMPUTED    1 1
 EW4749
 EW4749.Superseded values are not recommended for survey control.
 EW4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4749.See file dsdata.txt to determine how the superseded data were derived.
 EW4749
 EW4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU183074(NAD 83)
 EW4749_MARKER: DD = SURVEY DISK
 EW4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4749_STAMPING: 39-5 1965
 EW4749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4749+STABILITY: SURFACE MOTION
 EW4749
 EW4749  HISTORY     - Date     Condition        Report By
 EW4749  HISTORY     - 1965     MONUMENTED       CA-111
 EW4749  HISTORY     - 1969     GOOD             CA-111
 EW4749
 EW4749                          STATION DESCRIPTION
 EW4749
 EW4749'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW4749'AT FILLMORE.
 EW4749'ON THE NORTHERLY SIDE OF SYCAMORE RD, 1.3 OF A MILE NORTHEASTERLY
 EW4749'ALONG SYCAMORE RD FROM THE INTERSECTION OF STATE HWY 126, 52
 EW4749'FT NORTHERLY FROM THE CENTER OF SYCAMORE RD, 10 FT SOUTHERLY FROM
 EW4749'THE CENTER OF 10-FOOT PAVED ROAD, 1 FOOT EASTERLY FROM A 4-INCH
 EW4749'IRON PIPE 3-FOOT ABOVE GROUND, 36 FEET E FROM THE SE CORNER OF A
 EW4749'HOUSE (502 SYCAMORE ROAD), A BRASS CAP MONUMENT SET IN CONCRETE,
 EW4749'FLUSH, WITH A METAL GUARD POST 1 FOOT NORTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4748 ***********************************************************************
 EW4748  DESIGNATION -  39 6 V CO
 EW4748  PID         -  EW4748
 EW4748  STATE/COUNTY-  CA/VENTURA
 EW4748  USGS QUAD   -  FILLMORE (1951)
 EW4748
 EW4748                         *CURRENT SURVEY CONTROL
 EW4748  ___________________________________________________________________
 EW4748* NAD 83(1986)-  34 23 42.     (N)    118 58 19.     (W)     SCALED    
 EW4748* NAVD 88     -       160.55   (+/-2cm)     526.7    (feet)  VERTCON   
 EW4748  ___________________________________________________________________
 EW4748  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW4748  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4748
 EW4748.The horizontal coordinates were scaled from a topographic map and have
 EW4748.an estimated accuracy of +/- 6 seconds.
 EW4748
 EW4748.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4748.The vertical order pertains to the NGVD 29 superseded value.
 EW4748
 EW4748.The geoid height was determined by GEOID03.
 EW4748
 EW4748;                    North         East    Units  Estimated Accuracy
 EW4748;SPC CA 5     -   599,710.    1,910,630.      MT  (+/- 180 meters Scaled)
 EW4748
 EW4748                          SUPERSEDED SURVEY CONTROL
 EW4748
 EW4748  NGVD 29 (??/??/92)  159.75   (m)          524.1    (f) COMPUTED    1 1
 EW4748
 EW4748.Superseded values are not recommended for survey control.
 EW4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4748.See file dsdata.txt to determine how the superseded data were derived.
 EW4748
 EW4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU187077(NAD 83)
 EW4748_MARKER: DD = SURVEY DISK
 EW4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4748_STAMPING: 39-6 1965
 EW4748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4748+STABILITY: SURFACE MOTION
 EW4748
 EW4748  HISTORY     - Date     Condition        Report By
 EW4748  HISTORY     - 1965     MONUMENTED       CA-111
 EW4748
 EW4748                          STATION DESCRIPTION
 EW4748
 EW4748'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4748'AT FILLMORE.
 EW4748'ON THE SOUTHERLY SIDE OF SYCAMORE RD, 1.6 OF A MILE NORTHEASTERLY
 EW4748'ALONG SYCAMORE RD, FROM THE INTERSECTION OF STATE HWY 126, 150
 EW4748'FT EASTERLY FROM THE ANGLE POINT IN SYCAMORE RD, 24.5 FEET
 EW4748'SOUTHWESTERLY FROM TELEPHONE POLE 74874H, S FROM A 12 IN CONCRETE
 EW4748'PIPE STAND, 6.5 FT NORTHWESTERLY FROM A 4-FT X 8-FT WOODEN VALVE
 EW4748'BOX, 32 FT WESTERLY FROM THE CENTER OF A 10-FOOT PAVED ROAD, A
 EW4748'BRASS CAP MONUMENT SET IN CONCRETE, FLUSH, WITH A METAL GUARD
 EW4748'POST 1 FOOT SOUTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4747 ***********************************************************************
 EW4747  DESIGNATION -  39 7 V CO
 EW4747  PID         -  EW4747
 EW4747  STATE/COUNTY-  CA/VENTURA
 EW4747  USGS QUAD   -  FILLMORE (1951)
 EW4747
 EW4747                         *CURRENT SURVEY CONTROL
 EW4747  ___________________________________________________________________
 EW4747* NAD 83(1986)-  34 23 51.     (N)    118 58 01.     (W)     SCALED    
 EW4747* NAVD 88     -       169.09   (+/-2cm)     554.8    (feet)  VERTCON   
 EW4747  ___________________________________________________________________
 EW4747  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW4747  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4747
 EW4747.The horizontal coordinates were scaled from a topographic map and have
 EW4747.an estimated accuracy of +/- 6 seconds.
 EW4747
 EW4747.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4747.The vertical order pertains to the NGVD 29 superseded value.
 EW4747
 EW4747.The geoid height was determined by GEOID03.
 EW4747
 EW4747;                    North         East    Units  Estimated Accuracy
 EW4747;SPC CA 5     -   599,980.    1,911,090.      MT  (+/- 180 meters Scaled)
 EW4747
 EW4747                          SUPERSEDED SURVEY CONTROL
 EW4747
 EW4747  NGVD 29 (??/??/92)  168.29   (m)          552.1    (f) COMPUTED    1 1
 EW4747
 EW4747.Superseded values are not recommended for survey control.
 EW4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4747.See file dsdata.txt to determine how the superseded data were derived.
 EW4747
 EW4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU191079(NAD 83)
 EW4747_MARKER: DD = SURVEY DISK
 EW4747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4747_STAMPING: 39-7 1965
 EW4747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4747+STABILITY: SURFACE MOTION
 EW4747
 EW4747  HISTORY     - Date     Condition        Report By
 EW4747  HISTORY     - 1965     MONUMENTED       CA-111
 EW4747
 EW4747                          STATION DESCRIPTION
 EW4747
 EW4747'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4747'AT FILLMORE.
 EW4747'ON THE N SIDE OF SYCAMORE RD, 1.80 OF A MI NORTHEASTERLY ALONG
 EW4747'SYCAMORE RD FROM THE INTERSECTION OF SYCAMORE RD AND STATE
 EW4747'HWY 126, 26.5 FT NORTHERLY FROM THE CENTER OF PAVEMENT SYCAMORE
 EW4747'RD, 11 FT NORTHEASTERLY FROM POWER POLE 881229E, A BRASS CAP
 EW4747'MONUMENT, SET IN CONCRETE, FLUSH, WITH A METAL GUARD POST 1 FOOT
 EW4747'NORTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4746 ***********************************************************************
 EW4746  DESIGNATION -  39 8 V CO
 EW4746  PID         -  EW4746
 EW4746  STATE/COUNTY-  CA/VENTURA
 EW4746  USGS QUAD   -  FILLMORE (1951)
 EW4746
 EW4746                         *CURRENT SURVEY CONTROL
 EW4746  ___________________________________________________________________
 EW4746* NAD 83(1986)-  34 23 55.     (N)    118 57 47.     (W)     SCALED    
 EW4746* NAVD 88     -       169.05   (+/-2cm)     554.6    (feet)  VERTCON   
 EW4746  ___________________________________________________________________
 EW4746  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW4746  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4746
 EW4746.The horizontal coordinates were scaled from a topographic map and have
 EW4746.an estimated accuracy of +/- 6 seconds.
 EW4746
 EW4746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4746.The vertical order pertains to the NGVD 29 superseded value.
 EW4746
 EW4746.The geoid height was determined by GEOID03.
 EW4746
 EW4746;                    North         East    Units  Estimated Accuracy
 EW4746;SPC CA 5     -   600,100.    1,911,450.      MT  (+/- 180 meters Scaled)
 EW4746
 EW4746                          SUPERSEDED SURVEY CONTROL
 EW4746
 EW4746  NGVD 29 (??/??/92)  168.26   (m)          552.0    (f) COMPUTED    1 1
 EW4746
 EW4746.Superseded values are not recommended for survey control.
 EW4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4746.See file dsdata.txt to determine how the superseded data were derived.
 EW4746
 EW4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU195081(NAD 83)
 EW4746_MARKER: DD = SURVEY DISK
 EW4746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4746_SP_SET: IN CONCRETE
 EW4746_STAMPING: 39-8 1965
 EW4746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4746
 EW4746  HISTORY     - Date     Condition        Report By
 EW4746  HISTORY     - 1965     MONUMENTED       CA-111
 EW4746
 EW4746                          STATION DESCRIPTION
 EW4746
 EW4746'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4746'AT FILLMORE.
 EW4746'ON THE S SIDE OF SYCAMORE RD, AT A 30-FOOT DIAMETER WATER TANK,
 EW4746'2.05 MI NORTHEASTERLY ON SYCAMORE RD FROM HWY 126, 47.5 FT SW OF
 EW4746'THE CENTERLINE OF SYCAMORE RD, 3 FT W OF 30-FOOT DIAMETER WATER
 EW4746'TANK, A BRASS CAP SET IN CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4745 ***********************************************************************
 EW4745  DESIGNATION -  39 9 V CO
 EW4745  PID         -  EW4745
 EW4745  STATE/COUNTY-  CA/VENTURA
 EW4745  USGS QUAD   -  FILLMORE (1951)
 EW4745
 EW4745                         *CURRENT SURVEY CONTROL
 EW4745  ___________________________________________________________________
 EW4745* NAD 83(1986)-  34 24 02.     (N)    118 57 21.     (W)     SCALED    
 EW4745* NAVD 88     -       161.27   (+/-2cm)     529.1    (feet)  VERTCON   
 EW4745  ___________________________________________________________________
 EW4745  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW4745  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4745
 EW4745.The horizontal coordinates were scaled from a topographic map and have
 EW4745.an estimated accuracy of +/- 6 seconds.
 EW4745
 EW4745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4745.The vertical order pertains to the NGVD 29 superseded value.
 EW4745
 EW4745.The geoid height was determined by GEOID03.
 EW4745
 EW4745;                    North         East    Units  Estimated Accuracy
 EW4745;SPC CA 5     -   600,310.    1,912,120.      MT  (+/- 180 meters Scaled)
 EW4745
 EW4745                          SUPERSEDED SURVEY CONTROL
 EW4745
 EW4745  NGVD 29 (??/??/92)  160.48   (m)          526.5    (f) COMPUTED    1 2
 EW4745
 EW4745.Superseded values are not recommended for survey control.
 EW4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4745.See file dsdata.txt to determine how the superseded data were derived.
 EW4745
 EW4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU202083(NAD 83)
 EW4745_MARKER: DD = SURVEY DISK
 EW4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4745_STAMPING: 39-9 1965
 EW4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4745+STABILITY: SURFACE MOTION
 EW4745
 EW4745  HISTORY     - Date     Condition        Report By
 EW4745  HISTORY     - 1965     MONUMENTED       CA-111
 EW4745
 EW4745                          STATION DESCRIPTION
 EW4745
 EW4745'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW4745'AT FILLMORE.
 EW4745'ON THE E SIDE OF SYCAMORE RD AT THE END OF CURVE CONCAVED TO THE
 EW4745'E, 2.5 OF A MILE NORTHEASTERLY ALONG SYCAMORE RD FROM THE
 EW4745'INTERSECTION OF SYCAMORE RD AND STATE HWY 126, 22.5 FT E FROM THE
 EW4745'CENTER OF PAVEMENT OF SYCAMORE RD, 3.5 FT E FROM GUY POLE
 EW4745'1561522E, A BRASS CAP MONUMENT SET IN CONCRETE, FLUSH, WITH A
 EW4745'METAL GUARD POST 1 FOOT E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5033 ***********************************************************************
 EW5033  DESIGNATION -  39 9 V CO RESET 1973
 EW5033  PID         -  EW5033
 EW5033  STATE/COUNTY-  CA/VENTURA
 EW5033  USGS QUAD   -  FILLMORE (1951)
 EW5033
 EW5033                         *CURRENT SURVEY CONTROL
 EW5033  ___________________________________________________________________
 EW5033* NAD 83(1986)-  34 24 05.     (N)    118 57 23.     (W)     SCALED    
 EW5033* NAVD 88     -       162.36   (+/-2cm)     532.7    (feet)  VERTCON   
 EW5033  ___________________________________________________________________
 EW5033  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW5033  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5033
 EW5033.The horizontal coordinates were scaled from a topographic map and have
 EW5033.an estimated accuracy of +/- 6 seconds.
 EW5033
 EW5033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5033.The vertical order pertains to the NGVD 29 superseded value.
 EW5033
 EW5033.The geoid height was determined by GEOID03.
 EW5033
 EW5033;                    North         East    Units  Estimated Accuracy
 EW5033;SPC CA 5     -   600,410.    1,912,070.      MT  (+/- 180 meters Scaled)
 EW5033
 EW5033                          SUPERSEDED SURVEY CONTROL
 EW5033
 EW5033  NGVD 29 (??/??/92)  161.567  (m)          530.07   (f) ADJ UNCH    1 1
 EW5033
 EW5033.Superseded values are not recommended for survey control.
 EW5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5033.See file dsdata.txt to determine how the superseded data were derived.
 EW5033
 EW5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU201083(NAD 83)
 EW5033_MARKER: DD = SURVEY DISK
 EW5033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5033_SP_SET: 5-GAL CAN OF CONCRETE
 EW5033_STAMPING: RESET 39-9 1973
 EW5033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5033
 EW5033  HISTORY     - Date     Condition        Report By
 EW5033  HISTORY     - 1973     MONUMENTED       CA-111
 EW5033
 EW5033                          STATION DESCRIPTION
 EW5033
 EW5033'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW5033'AT FILLMORE.
 EW5033'ON THE NORTH SIDE SYCAMORE RD. 2.5 MILES NORTHEASTT ALONG SYCAMORE RD.
 EW5033'FROM THE INTERSECTION OF SYCAMORE RD. AND STATE HWY. NO. 126, 28.5 FT.
 EW5033'NORTH OF CENTERLINE SYCAMORE RD., 34.5 FT. WEST OF P.P. NO. 1927296E.
 EW5033'A BRASS DISK SET IN CONCRETE IN 5 GAL CAN WITH GUARD POST 1 FT NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1652 ***********************************************************************
 JT1652  DESIGNATION -  39 A
 JT1652  PID         -  JT1652
 JT1652  STATE/COUNTY-  CA/NAPA
 JT1652  USGS QUAD   -  NAPA (1980)
 JT1652
 JT1652                         *CURRENT SURVEY CONTROL
 JT1652  ___________________________________________________________________
 JT1652* NAD 83(1986)-  38 18 07.     (N)    122 20 25.     (W)     SCALED    
 JT1652* NAVD 88     -        52.60   (+/-2cm)     172.6    (feet)  VERTCON   
 JT1652  ___________________________________________________________________
 JT1652  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1652  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1652
 JT1652.The horizontal coordinates were scaled from a topographic map and have
 JT1652.an estimated accuracy of +/- 6 seconds.
 JT1652
 JT1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1652.The vertical order pertains to the NGVD 29 superseded value.
 JT1652
 JT1652.The geoid height was determined by GEOID03.
 JT1652
 JT1652;                    North         East    Units  Estimated Accuracy
 JT1652;SPC CA 2     -   570,580.    1,970,240.      MT  (+/- 180 meters Scaled)
 JT1652
 JT1652                          SUPERSEDED SURVEY CONTROL
 JT1652
 JT1652  NGVD 29 (??/??/92)   51.805  (m)          169.96   (f) ADJ UNCH    1 1
 JT1652
 JT1652.Superseded values are not recommended for survey control.
 JT1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1652.See file dsdata.txt to determine how the superseded data were derived.
 JT1652
 JT1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576395(NAD 83)
 JT1652_MARKER: DD = SURVEY DISK
 JT1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1652_SP_SET: CONCRETE POST
 JT1652_MARK LOGO: CA2330
 JT1652_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1652+STABILITY: SURFACE MOTION
 JT1652
 JT1652  HISTORY     - Date     Condition        Report By
 JT1652  HISTORY     - 1971     MONUMENTED       CA2330
 JT1652
 JT1652                          STATION DESCRIPTION
 JT1652
 JT1652'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1652'ALONG BUHMAN, 700 FT (213.4 M) SOUTH ON MEADOWBROOK AT NO. 1075, EAST
 JT1652'OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9088 ***********************************************************************
 JT9088  DESIGNATION -  39 A 1
 JT9088  PID         -  JT9088
 JT9088  STATE/COUNTY-  CA/NAPA
 JT9088  USGS QUAD   -  NAPA (1980)
 JT9088
 JT9088                         *CURRENT SURVEY CONTROL
 JT9088  ___________________________________________________________________
 JT9088* NAD 83(1986)-  38 18 12.     (N)    122 20 22.     (W)     SCALED    
 JT9088* NAVD 88     -        51.04   (+/-2cm)     167.5    (feet)  VERTCON   
 JT9088  ___________________________________________________________________
 JT9088  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9088  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9088
 JT9088.The horizontal coordinates were scaled from a topographic map and have
 JT9088.an estimated accuracy of +/- 6 seconds.
 JT9088
 JT9088.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9088.The vertical order pertains to the NGVD 29 superseded value.
 JT9088
 JT9088.The geoid height was determined by GEOID03.
 JT9088
 JT9088;                    North         East    Units  Estimated Accuracy
 JT9088;SPC CA 2     -   570,730.    1,970,310.      MT  (+/- 180 meters Scaled)
 JT9088
 JT9088                          SUPERSEDED SURVEY CONTROL
 JT9088
 JT9088  NGVD 29 (??/??/92)   50.246  (m)          164.85   (f) ADJ UNCH    2 2
 JT9088
 JT9088.Superseded values are not recommended for survey control.
 JT9088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9088.See file dsdata.txt to determine how the superseded data were derived.
 JT9088
 JT9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577396(NAD 83)
 JT9088_MARKER: Z = SEE DESCRIPTION
 JT9088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9088_SP_SET: WELL MONUMENT
 JT9088_MARK LOGO: CA2330
 JT9088_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9088
 JT9088  HISTORY     - Date     Condition        Report By
 JT9088  HISTORY     - 1971     MONUMENTED       CA2330
 JT9088
 JT9088                          STATION DESCRIPTION
 JT9088
 JT9088'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9088'AT INTERSECTION OF BUHMAN AND MEADOWBROOK ROADS, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0766 ***********************************************************************
 HR0766  DESIGNATION -  39 B
 HR0766  PID         -  HR0766
 HR0766  STATE/COUNTY-  CA/MARIPOSA
 HR0766  USGS QUAD   -  WAWONA (1992)
 HR0766
 HR0766                         *CURRENT SURVEY CONTROL
 HR0766  ___________________________________________________________________
 HR0766* NAD 83(1986)-  37 34 47.     (N)    119 40 42.     (W)     SCALED    
 HR0766* NAVD 88     -      1490.87   (+/-2cm)    4891.3    (feet)  VERTCON   
 HR0766  ___________________________________________________________________
 HR0766  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 HR0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0766
 HR0766.The horizontal coordinates were scaled from a topographic map and have
 HR0766.an estimated accuracy of +/- 6 seconds.
 HR0766
 HR0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0766.The vertical order pertains to the NGVD 29 superseded value.
 HR0766
 HR0766.The geoid height was determined by GEOID03.
 HR0766
 HR0766;                    North         East    Units  Estimated Accuracy
 HR0766;SPC CA 3     -   620,150.    2,072,570.      MT  (+/- 180 meters Scaled)
 HR0766
 HR0766                          SUPERSEDED SURVEY CONTROL
 HR0766
 HR0766  NGVD 29 (??/??/92) 1489.838  (m)         4887.91   (f) ADJ UNCH    2 0
 HR0766
 HR0766.Superseded values are not recommended for survey control.
 HR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0766.See file dsdata.txt to determine how the superseded data were derived.
 HR0766
 HR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB634625(NAD 83)
 HR0766_MARKER: DD = SURVEY DISK
 HR0766_SETTING: 80 = SET IN A BOULDER
 HR0766_SP_SET: BOULDER
 HR0766_STAMPING: 4887 39 B 1934
 HR0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0766+STABILITY: SURFACE MOTION
 HR0766
 HR0766  HISTORY     - Date     Condition        Report By
 HR0766  HISTORY     - 1934     MONUMENTED       USGS
 HR0766  HISTORY     - 1943     GOOD             NGS
 HR0766  HISTORY     - 20041022 GOOD             GEOCAC
 HR0766
 HR0766                          STATION DESCRIPTION
 HR0766
 HR0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0766'4.7 MI N FROM WAWONA.
 HR0766'4.7 MILES NORTH ALONG THE YOSEMITE VALLEY ROAD FROM THE POST
 HR0766'OFFICE AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0766'275 FEET SOUTH OF THE ALDER CREEK CROSSING, 90 FEET NORTH
 HR0766'OF A 66-INCH LEANING PINE TREE, 18 FEET WEST OF THE CENTERLINE
 HR0766'OF THE ROAD, IN THE TOP OF THE HIGHEST ONE OF A GROUP OF
 HR0766'BOULDERS, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 HR0766'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4887 39 B 1934.
 HR0766
 HR0766                          STATION RECOVERY (2004)
 HR0766
 HR0766'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0766'HANDHELD GPS COORDINATES  37 34 46 (N)  119 40 40 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1651 ***********************************************************************
 JT1651  DESIGNATION -  39 B
 JT1651  PID         -  JT1651
 JT1651  STATE/COUNTY-  CA/NAPA
 JT1651  USGS QUAD   -  NAPA (1980)
 JT1651
 JT1651                         *CURRENT SURVEY CONTROL
 JT1651  ___________________________________________________________________
 JT1651* NAD 83(1986)-  38 18 00.     (N)    122 20 31.     (W)     SCALED    
 JT1651* NAVD 88     -        58.82   (+/-2cm)     193.0    (feet)  VERTCON   
 JT1651  ___________________________________________________________________
 JT1651  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT1651  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1651
 JT1651.The horizontal coordinates were scaled from a topographic map and have
 JT1651.an estimated accuracy of +/- 6 seconds.
 JT1651
 JT1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1651.The vertical order pertains to the NGVD 29 superseded value.
 JT1651
 JT1651.The geoid height was determined by GEOID03.
 JT1651
 JT1651;                    North         East    Units  Estimated Accuracy
 JT1651;SPC CA 2     -   570,360.    1,970,090.      MT  (+/- 180 meters Scaled)
 JT1651
 JT1651                          SUPERSEDED SURVEY CONTROL
 JT1651
 JT1651  NGVD 29 (??/??/92)   58.026  (m)          190.37   (f) ADJ UNCH    1 1
 JT1651
 JT1651.Superseded values are not recommended for survey control.
 JT1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1651.See file dsdata.txt to determine how the superseded data were derived.
 JT1651
 JT1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH575393(NAD 83)
 JT1651_MARKER: DD = SURVEY DISK
 JT1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1651_SP_SET: CONCRETE POST
 JT1651_MARK LOGO: CA2330
 JT1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1651+STABILITY: SURFACE MOTION
 JT1651
 JT1651  HISTORY     - Date     Condition        Report By
 JT1651  HISTORY     - 1971     MONUMENTED       CA2330
 JT1651
 JT1651                          STATION DESCRIPTION
 JT1651
 JT1651'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1651'ALONG BUHMAN, 1500 FT (457.2 M) SOUTH ON MEADOWBROOK, AT DRIVEWAY,
 JT1651'WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1649 ***********************************************************************
 JT1649  DESIGNATION -  39 C
 JT1649  PID         -  JT1649
 JT1649  STATE/COUNTY-  CA/NAPA
 JT1649  USGS QUAD   -  NAPA (1980)
 JT1649
 JT1649                         *CURRENT SURVEY CONTROL
 JT1649  ___________________________________________________________________
 JT1649* NAD 83(1986)-  38 17 49.     (N)    122 20 28.     (W)     SCALED    
 JT1649* NAVD 88     -        69.02   (+/-2cm)     226.4    (feet)  VERTCON   
 JT1649  ___________________________________________________________________
 JT1649  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT1649  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1649
 JT1649.The horizontal coordinates were scaled from a topographic map and have
 JT1649.an estimated accuracy of +/- 6 seconds.
 JT1649
 JT1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1649.The vertical order pertains to the NGVD 29 superseded value.
 JT1649
 JT1649.The geoid height was determined by GEOID03.
 JT1649
 JT1649;                    North         East    Units  Estimated Accuracy
 JT1649;SPC CA 2     -   570,020.    1,970,160.      MT  (+/- 180 meters Scaled)
 JT1649
 JT1649                          SUPERSEDED SURVEY CONTROL
 JT1649
 JT1649  NGVD 29 (??/??/92)   68.222  (m)          223.82   (f) ADJ UNCH    1 1
 JT1649
 JT1649.Superseded values are not recommended for survey control.
 JT1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1649.See file dsdata.txt to determine how the superseded data were derived.
 JT1649
 JT1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576389(NAD 83)
 JT1649_MARKER: DD = SURVEY DISK
 JT1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1649_SP_SET: CONCRETE POST
 JT1649_MARK LOGO: CA2330
 JT1649_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1649+STABILITY: SURFACE MOTION
 JT1649
 JT1649  HISTORY     - Date     Condition        Report By
 JT1649  HISTORY     - 1971     MONUMENTED       CA2330
 JT1649
 JT1649                          STATION DESCRIPTION
 JT1649
 JT1649'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1649'ALONG BUHMAN, 2000 FT (609.6 M) SOUTH ON MEADOWBROOK, NEAR ALUMINUM
 JT1649'GATES, WEST OF EP, A WELL TYPE CONCRETE MOUNUMENT WITH A BRASS CAP
 JT1649'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0371 ***********************************************************************
 DY0371  DESIGNATION -  39 C OF LB
 DY0371  PID         -  DY0371
 DY0371  STATE/COUNTY-  CA/LOS ANGELES
 DY0371  USGS QUAD   -  LONG BEACH (1981)
 DY0371
 DY0371                         *CURRENT SURVEY CONTROL
 DY0371  ___________________________________________________________________
 DY0371* NAD 83(1986)-  33 45 14.     (N)    118 07 56.     (W)     SCALED    
 DY0371* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 DY0371  ___________________________________________________________________
 DY0371  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DY0371  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0371
 DY0371.The horizontal coordinates were scaled from a topographic map and have
 DY0371.an estimated accuracy of +/- 6 seconds.
 DY0371
 DY0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0371.The vertical order pertains to the NGVD 29 superseded value.
 DY0371
 DY0371.The geoid height was determined by GEOID03.
 DY0371
 DY0371;                    North         East    Units  Estimated Accuracy
 DY0371;SPC CA 5     -   528,170.    1,987,750.      MT  (+/- 180 meters Scaled)
 DY0371
 DY0371                          SUPERSEDED SURVEY CONTROL
 DY0371
 DY0371  NGVD 29 (??/??/92)    1.31   (m)            4.3    (f) COMPUTED    1 2
 DY0371
 DY0371.Superseded values are not recommended for survey control.
 DY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0371.See file dsdata.txt to determine how the superseded data were derived.
 DY0371
 DY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT951354(NAD 83)
 DY0371_MARKER: DD = SURVEY DISK
 DY0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0371_STAMPING: B M NO 39
 DY0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0371+STABILITY: SURFACE MOTION
 DY0371
 DY0371  HISTORY     - Date     Condition        Report By
 DY0371  HISTORY     - UNK      MONUMENTED       CA1970
 DY0371  HISTORY     - 1954     GOOD             NGS
 DY0371  HISTORY     - 1964     GOOD             NGS
 DY0371  HISTORY     - 20061123 GOOD             GEOCAC
 DY0371
 DY0371                          STATION DESCRIPTION
 DY0371
 DY0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0371'AT LONG BEACH.
 DY0371'AT LONG BEACH, 3.4 MILES EAST ALONG OCEAN BOULEVARD FROM THE
 DY0371'JUNCTION OF AMERICAN AVENUE, AT THE T JUNCTION OF FIFTY-FOURTH
 DY0371'PLACE, NEAR THE SOUTHWEST CORNER OF A TENNIS COURT, IN THE SMALL
 DY0371'SANDY AREA BETWEEN THE SIDEWALK AND THE SOUTHEAST CURB OF THE
 DY0371'PLACE, 8.7 FEET NORTHEAST OF THE NORTHEAST CURB OF THE BOULEVARD,
 DY0371'1.9 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE PLACE, 0.7 FOOT
 DY0371'LOWER THAN THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST.
 DY0371
 DY0371                          STATION RECOVERY (1964)
 DY0371
 DY0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0371'RECOVERED IN GOOD CONDITION.
 DY0371
 DY0371                          STATION RECOVERY (2006)
 DY0371
 DY0371'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0371'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES TO THE 1955
 DY0371'RECOVERY INFORMATION.  THE ENTIRE AREA IS NOW COVERED IN SIDEWALK.
 DY0371'THE MARK IS NOW LOCATED UNDERGROUND AND ACCESS IS THROUGH A 5-INCH
 DY0371'PIPE WITH AN IRON COVER WITH NO MARKINGS.  THE MARK SHOWS SIGNS OF
 DY0371'EXPOSURE, NO DOUBT PRIOR TO BEING COVERED.
 DY0371'THERE IS ANOTHER MARK STAMPED CLB BM 39A 1997 ON THE CORNER OF THE
 DY0371'INTERSECTION SOUTH OF THIS MARK THAT WOULD APPEAR TO BE A RESET OF THE
 DY0371'ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1648 ***********************************************************************
 JT1648  DESIGNATION -  39 D
 JT1648  PID         -  JT1648
 JT1648  STATE/COUNTY-  CA/NAPA
 JT1648  USGS QUAD   -  NAPA (1980)
 JT1648
 JT1648                         *CURRENT SURVEY CONTROL
 JT1648  ___________________________________________________________________
 JT1648* NAD 83(1986)-  38 17 35.     (N)    122 20 36.     (W)     SCALED    
 JT1648* NAVD 88     -        99.97   (+/-2cm)     328.0    (feet)  VERTCON   
 JT1648  ___________________________________________________________________
 JT1648  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1648  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1648
 JT1648.The horizontal coordinates were scaled from a topographic map and have
 JT1648.an estimated accuracy of +/- 6 seconds.
 JT1648
 JT1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1648.The vertical order pertains to the NGVD 29 superseded value.
 JT1648
 JT1648.The geoid height was determined by GEOID03.
 JT1648
 JT1648;                    North         East    Units  Estimated Accuracy
 JT1648;SPC CA 2     -   569,590.    1,969,960.      MT  (+/- 180 meters Scaled)
 JT1648
 JT1648                          SUPERSEDED SURVEY CONTROL
 JT1648
 JT1648  NGVD 29 (??/??/92)   99.178  (m)          325.39   (f) ADJ UNCH    1 1
 JT1648
 JT1648.Superseded values are not recommended for survey control.
 JT1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1648.See file dsdata.txt to determine how the superseded data were derived.
 JT1648
 JT1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH574385(NAD 83)
 JT1648_MARKER: DD = SURVEY DISK
 JT1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1648_SP_SET: CONCRETE POST
 JT1648_MARK LOGO: CA2330
 JT1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1648+STABILITY: SURFACE MOTION
 JT1648
 JT1648  HISTORY     - Date     Condition        Report By
 JT1648  HISTORY     - 1971     MONUMENTED       CA2330
 JT1648
 JT1648                          STATION DESCRIPTION
 JT1648
 JT1648'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1648'ALONG BUHMAN, NORTH OF NO. 1331 AT THE TOP OF HILL, WEST OF EP, A WELL
 JT1648'TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3499 ***********************************************************************
 EV3499  DESIGNATION -  39 DOR
 EV3499  PID         -  EV3499
 EV3499  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3499  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3499
 EV3499                         *CURRENT SURVEY CONTROL
 EV3499  ___________________________________________________________________
 EV3499* NAD 83(1986)-  34 08 07.     (N)    116 18 31.     (W)     SCALED    
 EV3499* NAVD 88     -       834.259  (meters)    2737.06   (feet)  READJUSTED
 EV3499  ___________________________________________________________________
 EV3499  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EV3499  DYNAMIC HT  -         833.240 (meters)    2733.72  (feet)  COMP
 EV3499  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 EV3499
 EV3499  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3499
 EV3499.The horizontal coordinates were scaled from a topographic map and have
 EV3499.an estimated accuracy of +/- 6 seconds.
 EV3499
 EV3499.The orthometric height was determined by differential leveling
 EV3499.and adjusted in February 1993.
 EV3499.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3499.distribution rate of 0.0 thru 1.0 mm/km.
 EV3499.The height was derived from older observations constrained to new
 EV3499.heights in a crustal motion area.  The height is approximate in
 EV3499.relation to other heights in its vicinity.
 EV3499
 EV3499.The geoid height was determined by GEOID03.
 EV3499
 EV3499.The dynamic height is computed by dividing the NAVD 88
 EV3499.geopotential number by the normal gravity value computed on the
 EV3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3499.degrees latitude (g = 980.6199 gals.).
 EV3499
 EV3499.The modeled gravity was interpolated from observed gravity values.
 EV3499
 EV3499;                    North         East    Units  Estimated Accuracy
 EV3499;SPC CA 5     -   571,780.    2,156,000.      MT  (+/- 180 meters Scaled)
 EV3499
 EV3499                          SUPERSEDED SURVEY CONTROL
 EV3499
 EV3499  NGVD 29 (??/??/92)  833.462  (m)         2734.45   (f) ADJ UNCH    1 1
 EV3499
 EV3499.Superseded values are not recommended for survey control.
 EV3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3499.See file dsdata.txt to determine how the superseded data were derived.
 EV3499
 EV3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT637773(NAD 83)
 EV3499_MARKER: DB = BENCH MARK DISK
 EV3499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3499_SP_SET: CONCRETE POST
 EV3499_STAMPING: S.B.CO. 62.1.9 39 DOR 1972
 EV3499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3499+STABILITY: SURFACE MOTION
 EV3499
 EV3499  HISTORY     - Date     Condition        Report By
 EV3499  HISTORY     - 1972     MONUMENTED       USGS
 EV3499  HISTORY     - 1978     GOOD             NGS
 EV3499  HISTORY     - 20040317 MARK NOT FOUND   INDIV
 EV3499
 EV3499                          STATION DESCRIPTION
 EV3499
 EV3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3499'8.35 MI EAST FROM YUCCA VALLEY.
 EV3499'8.35 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3499'VALLEY, AT THE INTERSECTION OF SUNBURST AVENUE, 57 FEET NORTH OF THE
 EV3499'CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE
 EV3499'AVENUE, 10.5 FEET SOUTH OF TELEPHONE POLE 29598.
 EV3499
 EV3499                          STATION RECOVERY (2004)
 EV3499
 EV3499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RCF)
 EV3499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0058 ***********************************************************************
 DY0058  DESIGNATION -  39 DPW
 DY0058  PID         -  DY0058
 DY0058  STATE/COUNTY-  CA/ORANGE
 DY0058  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0058
 DY0058                         *CURRENT SURVEY CONTROL
 DY0058  ___________________________________________________________________
 DY0058* NAD 83(1986)-  33 47 35.     (N)    118 03 17.     (W)     SCALED    
 DY0058* NAVD 88     -         7.81   (+/-2cm)      25.6    (feet)  VERTCON   
 DY0058  ___________________________________________________________________
 DY0058  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DY0058  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0058
 DY0058.The horizontal coordinates were scaled from a topographic map and have
 DY0058.an estimated accuracy of +/- 6 seconds.
 DY0058
 DY0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0058.The vertical order pertains to the NGVD 29 superseded value.
 DY0058
 DY0058.The geoid height was determined by GEOID03.
 DY0058
 DY0058;                    North         East    Units  Estimated Accuracy
 DY0058;SPC CA 6     -   681,820.    1,832,880.      MT  (+/- 180 meters Scaled)
 DY0058
 DY0058                          SUPERSEDED SURVEY CONTROL
 DY0058
 DY0058  NGVD 29 (??/??/92)    7.094  (m)           23.27   (f) ADJ UNCH    1 2
 DY0058
 DY0058.Superseded values are not recommended for survey control.
 DY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0058.See file dsdata.txt to determine how the superseded data were derived.
 DY0058
 DY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT023397(NAD 83)
 DY0058_MARKER: DD = SURVEY DISK
 DY0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0058_SP_SET: CONCRETE APRON
 DY0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0058
 DY0058  HISTORY     - Date     Condition        Report By
 DY0058  HISTORY     - UNK      MONUMENTED       CA1980
 DY0058  HISTORY     - 1945     GOOD             NGS
 DY0058
 DY0058                          STATION DESCRIPTION
 DY0058
 DY0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0058'AT LOS ALAMITO NAS.
 DY0058'4 FEET EAST AND 5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DY0058'HANGAR AND CONTROL-TOWER BUILDING, AND IN THE TOP OF THE CONCRETE
 DY0058'WARM-UP APRON.  A TACK IN A LEAD-FILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1647 ***********************************************************************
 JT1647  DESIGNATION -  39 E
 JT1647  PID         -  JT1647
 JT1647  STATE/COUNTY-  CA/NAPA
 JT1647  USGS QUAD   -  NAPA (1980)
 JT1647
 JT1647                         *CURRENT SURVEY CONTROL
 JT1647  ___________________________________________________________________
 JT1647* NAD 83(1986)-  38 17 23.     (N)    122 20 31.     (W)     SCALED    
 JT1647* NAVD 88     -        78.12   (+/-2cm)     256.3    (feet)  VERTCON   
 JT1647  ___________________________________________________________________
 JT1647  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1647  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1647
 JT1647.The horizontal coordinates were scaled from a topographic map and have
 JT1647.an estimated accuracy of +/- 6 seconds.
 JT1647
 JT1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1647.The vertical order pertains to the NGVD 29 superseded value.
 JT1647
 JT1647.The geoid height was determined by GEOID03.
 JT1647
 JT1647;                    North         East    Units  Estimated Accuracy
 JT1647;SPC CA 2     -   569,220.    1,970,080.      MT  (+/- 180 meters Scaled)
 JT1647
 JT1647                          SUPERSEDED SURVEY CONTROL
 JT1647
 JT1647  NGVD 29 (??/??/92)   77.331  (m)          253.71   (f) ADJ UNCH    1 1
 JT1647
 JT1647.Superseded values are not recommended for survey control.
 JT1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1647.See file dsdata.txt to determine how the superseded data were derived.
 JT1647
 JT1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH575381(NAD 83)
 JT1647_MARKER: DD = SURVEY DISK
 JT1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1647_SP_SET: CONCRETE POST
 JT1647_MARK LOGO: CA2330
 JT1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1647+STABILITY: SURFACE MOTION
 JT1647
 JT1647  HISTORY     - Date     Condition        Report By
 JT1647  HISTORY     - 1971     MONUMENTED       CA2330
 JT1647
 JT1647                          STATION DESCRIPTION
 JT1647
 JT1647'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1647'ALONG BUHMAN, 1200 FT (365.8 M) NORTH OF CONGRESS VALLEY AT NO. 1331,
 JT1647'WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1646 ***********************************************************************
 JT1646  DESIGNATION -  39 F
 JT1646  PID         -  JT1646
 JT1646  STATE/COUNTY-  CA/NAPA
 JT1646  USGS QUAD   -  NAPA (1980)
 JT1646
 JT1646                         *CURRENT SURVEY CONTROL
 JT1646  ___________________________________________________________________
 JT1646* NAD 83(1986)-  38 17 07.     (N)    122 20 22.     (W)     SCALED    
 JT1646* NAVD 88     -        62.96   (+/-2cm)     206.6    (feet)  VERTCON   
 JT1646  ___________________________________________________________________
 JT1646  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1646  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1646
 JT1646.The horizontal coordinates were scaled from a topographic map and have
 JT1646.an estimated accuracy of +/- 6 seconds.
 JT1646
 JT1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1646.The vertical order pertains to the NGVD 29 superseded value.
 JT1646
 JT1646.The geoid height was determined by GEOID03.
 JT1646
 JT1646;                    North         East    Units  Estimated Accuracy
 JT1646;SPC CA 2     -   568,730.    1,970,300.      MT  (+/- 180 meters Scaled)
 JT1646
 JT1646                          SUPERSEDED SURVEY CONTROL
 JT1646
 JT1646  NGVD 29 (??/??/92)   62.179  (m)          204.00   (f) ADJ UNCH    1 1
 JT1646
 JT1646.Superseded values are not recommended for survey control.
 JT1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1646.See file dsdata.txt to determine how the superseded data were derived.
 JT1646
 JT1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577376(NAD 83)
 JT1646_MARKER: DD = SURVEY DISK
 JT1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1646_SP_SET: CONCRETE POST
 JT1646_MARK LOGO: CA2330
 JT1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1646+STABILITY: SURFACE MOTION
 JT1646
 JT1646  HISTORY     - Date     Condition        Report By
 JT1646  HISTORY     - 1971     MONUMENTED       CA2330
 JT1646
 JT1646                          STATION DESCRIPTION
 JT1646
 JT1646'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1646'ALONG BUHMAN ROAD, 800 FT (243.8 M) SOUTH OF CONGRESS VALLEY, WEST OF
 JT1646'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1645 ***********************************************************************
 JT1645  DESIGNATION -  39 G
 JT1645  PID         -  JT1645
 JT1645  STATE/COUNTY-  CA/NAPA
 JT1645  USGS QUAD   -  NAPA (1980)
 JT1645
 JT1645                         *CURRENT SURVEY CONTROL
 JT1645  ___________________________________________________________________
 JT1645* NAD 83(1986)-  38 16 53.     (N)    122 20 12.     (W)     SCALED    
 JT1645* NAVD 88     -        60.66   (+/-2cm)     199.0    (feet)  VERTCON   
 JT1645  ___________________________________________________________________
 JT1645  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1645  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1645
 JT1645.The horizontal coordinates were scaled from a topographic map and have
 JT1645.an estimated accuracy of +/- 6 seconds.
 JT1645
 JT1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1645.The vertical order pertains to the NGVD 29 superseded value.
 JT1645
 JT1645.The geoid height was determined by GEOID03.
 JT1645
 JT1645;                    North         East    Units  Estimated Accuracy
 JT1645;SPC CA 2     -   568,290.    1,970,540.      MT  (+/- 180 meters Scaled)
 JT1645
 JT1645                          SUPERSEDED SURVEY CONTROL
 JT1645
 JT1645  NGVD 29 (??/??/92)   59.882  (m)          196.46   (f) ADJ UNCH    1 1
 JT1645
 JT1645.Superseded values are not recommended for survey control.
 JT1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1645.See file dsdata.txt to determine how the superseded data were derived.
 JT1645
 JT1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH580372(NAD 83)
 JT1645_MARKER: DD = SURVEY DISK
 JT1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1645_SP_SET: CONCRETE POST
 JT1645_MARK LOGO: CA2330
 JT1645_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1645+STABILITY: SURFACE MOTION
 JT1645
 JT1645  HISTORY     - Date     Condition        Report By
 JT1645  HISTORY     - 1971     MONUMENTED       CA2330
 JT1645
 JT1645                          STATION DESCRIPTION
 JT1645
 JT1645'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1645'ALONG BUHMAN ROAD, 2100 FT (640.1 M) SOUTH OF CONGRESS VALLEY AT NO.
 JT1645'2120, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP
 JT1645'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1644 ***********************************************************************
 JT1644  DESIGNATION -  39 H
 JT1644  PID         -  JT1644
 JT1644  STATE/COUNTY-  CA/NAPA
 JT1644  USGS QUAD   -  NAPA (1980)
 JT1644
 JT1644                         *CURRENT SURVEY CONTROL
 JT1644  ___________________________________________________________________
 JT1644* NAD 83(1986)-  38 16 37.     (N)    122 20 01.     (W)     SCALED    
 JT1644* NAVD 88     -        50.46   (+/-2cm)     165.6    (feet)  VERTCON   
 JT1644  ___________________________________________________________________
 JT1644  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1644  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1644
 JT1644.The horizontal coordinates were scaled from a topographic map and have
 JT1644.an estimated accuracy of +/- 6 seconds.
 JT1644
 JT1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1644.The vertical order pertains to the NGVD 29 superseded value.
 JT1644
 JT1644.The geoid height was determined by GEOID03.
 JT1644
 JT1644;                    North         East    Units  Estimated Accuracy
 JT1644;SPC CA 2     -   567,800.    1,970,810.      MT  (+/- 180 meters Scaled)
 JT1644
 JT1644                          SUPERSEDED SURVEY CONTROL
 JT1644
 JT1644  NGVD 29 (??/??/92)   49.682  (m)          163.00   (f) ADJ UNCH    1 1
 JT1644
 JT1644.Superseded values are not recommended for survey control.
 JT1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1644.See file dsdata.txt to determine how the superseded data were derived.
 JT1644
 JT1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH582367(NAD 83)
 JT1644_MARKER: DD = SURVEY DISK
 JT1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1644_SP_SET: CONCRETE POST
 JT1644_MARK LOGO: CA2330
 JT1644_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1644+STABILITY: SURFACE MOTION
 JT1644
 JT1644  HISTORY     - Date     Condition        Report By
 JT1644  HISTORY     - 1971     MONUMENTED       CA2330
 JT1644
 JT1644                          STATION DESCRIPTION
 JT1644
 JT1644'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1644'ALONG BUHMAN ROAD, 1100 FT (335.3 M) NORTH OF HENRY ROAD AT ANGLE
 JT1644'POINT AND DRIVEWAY, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1644'BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1643 ***********************************************************************
 JT1643  DESIGNATION -  39 J
 JT1643  PID         -  JT1643
 JT1643  STATE/COUNTY-  CA/NAPA
 JT1643  USGS QUAD   -  NAPA (1980)
 JT1643
 JT1643                         *CURRENT SURVEY CONTROL
 JT1643  ___________________________________________________________________
 JT1643* NAD 83(1986)-  38 16 27.     (N)    122 20 05.     (W)     SCALED    
 JT1643* NAVD 88     -        44.19   (+/-2cm)     145.0    (feet)  VERTCON   
 JT1643  ___________________________________________________________________
 JT1643  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT1643  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1643
 JT1643.The horizontal coordinates were scaled from a topographic map and have
 JT1643.an estimated accuracy of +/- 6 seconds.
 JT1643
 JT1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1643.The vertical order pertains to the NGVD 29 superseded value.
 JT1643
 JT1643.The geoid height was determined by GEOID03.
 JT1643
 JT1643;                    North         East    Units  Estimated Accuracy
 JT1643;SPC CA 2     -   567,490.    1,970,710.      MT  (+/- 180 meters Scaled)
 JT1643
 JT1643                          SUPERSEDED SURVEY CONTROL
 JT1643
 JT1643  NGVD 29 (??/??/92)   43.415  (m)          142.44   (f) ADJ UNCH    1 1
 JT1643
 JT1643.Superseded values are not recommended for survey control.
 JT1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1643.See file dsdata.txt to determine how the superseded data were derived.
 JT1643
 JT1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH581364(NAD 83)
 JT1643_MARKER: DD = SURVEY DISK
 JT1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1643_SP_SET: CONCRETE POST
 JT1643_MARK LOGO: CA2330
 JT1643_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1643+STABILITY: SURFACE MOTION
 JT1643
 JT1643  HISTORY     - Date     Condition        Report By
 JT1643  HISTORY     - 1971     MONUMENTED       CA2330
 JT1643
 JT1643                          STATION DESCRIPTION
 JT1643
 JT1643'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1643'AT THE INTERSECTION OF BUHMAN AND HENRY ROADS A WELL TYPE CONCRETE
 JT1643'MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0677 ***********************************************************************
 EU0677  DESIGNATION -  39 JRH USGS
 EU0677  PID         -  EU0677
 EU0677  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0677  USGS QUAD   -  CLARKS PASS (1985)
 EU0677
 EU0677                         *CURRENT SURVEY CONTROL
 EU0677  ___________________________________________________________________
 EU0677* NAD 83(1992)-  34 06 51.59443(N)    115 30 07.68868(W)     ADJUSTED  
 EU0677* NAVD 88     -       678.8    (meters)    2227.     (feet)  VERTCON   
 EU0677  ___________________________________________________________________
 EU0677  EPOCH DATE  -        1991.35
 EU0677  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 EU0677  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EU0677  OBS GRAVITY -     979,444.5   (mgal)                       GRAV_OBS
 EU0677
 EU0677  HORZ ORDER  -  SECOND
 EU0677  VERT ORDER  -  THIRD (See Below)
 EU0677
 EU0677.The horizontal coordinates were established by classical geodetic methods
 EU0677.and adjusted by the National Geodetic Survey in June 1996.
 EU0677.The horizontal coordinates are valid at the epoch date displayed above.
 EU0677.The epoch date for horizontal control is a decimal equivalence
 EU0677.of Year/Month/Day.
 EU0677
 EU0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0677.The vertical order pertains to the NGVD 29 superseded value.
 EU0677
 EU0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0677
 EU0677.The geoid height was determined by GEOID03.
 EU0677.The observed gravity was obtained from relative gravimeter ties
 EU0677.to the IGSN71 gravity network.
 EU0677
 EU0677;                    North         East     Units Scale Factor Converg.
 EU0677;SPC CA 5     -   571,008.431 2,230,427.492   MT  0.99998343   +1 25 25.7
 EU0677;SPC CA 5     - 1,873,383.49  7,317,660.86   sFT  0.99998343   +1 25 25.7
 EU0677;UTM  11      - 3,775,845.856   638,144.806   MT  0.99983525   +0 50 24.7
 EU0677
 EU0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0677!SPC CA 5     -   0.99989848  x   0.99998343  =   0.99988191
 EU0677!UTM  11      -   0.99989848  x   0.99983525  =   0.99973375
 EU0677
 EU0677                          SUPERSEDED SURVEY CONTROL
 EU0677
 EU0677  NAD 83(1992)-  34 06 51.59789(N)    115 30 07.69034(W) AD(1984.00) 2
 EU0677  NAD 83(1986)-  34 06 51.60082(N)    115 30 07.69128(W) AD(1984.00) 2
 EU0677  NAD 27      -  34 06 51.57861(N)    115 30 04.73483(W) AD(       ) 2
 EU0677  NGVD 29 (07/19/86)  678.1    (m)         2225.     (f) LEVELING    3  
 EU0677
 EU0677.Superseded values are not recommended for survey control.
 EU0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0677.See file dsdata.txt to determine how the superseded data were derived.
 EU0677
 EU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT3814575846(NAD 83)
 EU0677_MARKER: DB = BENCH MARK DISK
 EU0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0677_SP_SET: CONCRETE POST
 EU0677_STAMPING: 39 JRH 2225 1956
 EU0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0677+STABILITY: SURFACE MOTION
 EU0677
 EU0677  HISTORY     - Date     Condition        Report By
 EU0677  HISTORY     - 1973     MONUMENTED       USGS
 EU0677  HISTORY     - 1978     GOOD             NGS
 EU0677
 EU0677                          STATION DESCRIPTION
 EU0677
 EU0677'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (RH)
 EU0677'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION BRINK (CADH)
 EU0677'
 EU0677'STATION IS LOCATED ABOUT 34.5 MILES EAST OF TWENTYNINE PALMS
 EU0677'AND ON THE SOUTH SIDE OF CALIFORNIA HIGHWAY 62.
 EU0677'
 EU0677'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0677'HIGHWAY 62 AND CALIFORNIA HIGHWAY 177, 52 MILES EAST OF TWENTYNINE
 EU0677'PALMS, GO WEST ON CALIFORNIA HIGHWAY 62 FOR 17.2 MILES TO STATION
 EU0677'ON LEFT.
 EU0677'
 EU0677'STATION IS A USGS BM DISK CEMENTED IN ROCK AND STAMPED 39 JRH
 EU0677'2225 1956, IS 48 FT SOUTH OF CENTERLINE CALIFORNIA HIGHWAY 62.
 EU0677'
 EU0677'HEIGHT OF LIGHT ABOVE STATION MARK 2.8 METERS.
 EU0677
 EU0677                          STATION RECOVERY (1978)
 EU0677
 EU0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0677'35.0 MI EAST FROM TWENTYNINE PALMS.
 EU0677'35.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF ADOBE
 EU0677'ROAD, AT HIGHWAY MILEPOST 68.00, 109 FT. EAST OF THE SOUTH ONE OF
 EU0677'TWO HIGHWAY MILEPOST, 49 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EU0677'36 FT. WEST OF THE CENTER OF A WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0458 ***********************************************************************
 FT0458  DESIGNATION -  39 KSM
 FT0458  PID         -  FT0458
 FT0458  STATE/COUNTY-  CA/KERN
 FT0458  USGS QUAD   -  WHITE HILLS (1983)
 FT0458
 FT0458                         *CURRENT SURVEY CONTROL
 FT0458  ___________________________________________________________________
 FT0458* NAD 83(1986)-  35 47 56.     (N)    117 43 18.     (W)     SCALED    
 FT0458* NAVD 88     -       672.676  (meters)    2206.94   (feet)  ADJUSTED  
 FT0458  ___________________________________________________________________
 FT0458  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FT0458  DYNAMIC HT  -         671.948 (meters)    2204.55  (feet)  COMP
 FT0458  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 FT0458
 FT0458  VERT ORDER  -  FIRST     CLASS II
 FT0458
 FT0458.The horizontal coordinates were scaled from a topographic map and have
 FT0458.an estimated accuracy of +/- 6 seconds.
 FT0458
 FT0458.The orthometric height was determined by differential leveling
 FT0458.and adjusted in June 1991.
 FT0458
 FT0458.The geoid height was determined by GEOID03.
 FT0458
 FT0458.The dynamic height is computed by dividing the NAVD 88
 FT0458.geopotential number by the normal gravity value computed on the
 FT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0458.degrees latitude (g = 980.6199 gals.).
 FT0458
 FT0458.The modeled gravity was interpolated from observed gravity values.
 FT0458
 FT0458;                    North         East    Units  Estimated Accuracy
 FT0458;SPC CA 5     -   755,060.    2,025,160.      MT  (+/- 180 meters Scaled)
 FT0458
 FT0458                          SUPERSEDED SURVEY CONTROL
 FT0458
 FT0458  NGVD 29 (??/??/??)  671.96   (m)         2204.6    (f) RESET       3  
 FT0458
 FT0458.Superseded values are not recommended for survey control.
 FT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0458.See file dsdata.txt to determine how the superseded data were derived.
 FT0458
 FT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV347618(NAD 83)
 FT0458_MARKER: DD = SURVEY DISK
 FT0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0458_STAMPING: 2204 39 KSM 1946
 FT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0458+STABILITY: SURFACE MOTION
 FT0458
 FT0458  HISTORY     - Date     Condition        Report By
 FT0458  HISTORY     - 1946     MONUMENTED       USGS
 FT0458  HISTORY     - 1950     GOOD             NGS
 FT0458
 FT0458                          STATION DESCRIPTION
 FT0458
 FT0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0458'AT NOTS.
 FT0458'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 0.5
 FT0458'MILE NORTHWEST FROM STEEL SPOTTING TOWER NO. 10, 30 FEET FROM THE
 FT0458'T ROAD INTERSECTION OF ROAD RUNNING NORTH FROM G-1 SPOTTING TOWER
 FT0458'ROAD, 4 FEET WEST OF TELEPHONE POLE WITH U.S. B.M. PAINTED IN
 FT0458'WHITE PAINT.  THE STATION IS SET IN A 12 INCH CYLINDRICAL
 FT0458'CONCRETE POST, WHICH PROJECTS 5 INCHES ABOVE THE GROUND, AND IS
 FT0458'STAMPED 2204 39 K.S.M. 1946.  TO REACH GO NORTH ON THE G-1
 FT0458'SPOTTING TOWE ROAD TO THE STEEL SPOTTING TOWER NO. 10 AND 1/2
 FT0458'MILE FURTHER NORTH TO THE STATION AS DESCRIBED.  FOR INFORMATION
 FT0458'TO REACH FROM THE NAVAL ORDNANCE TEST STATION HEADQUARTERS,
 FT0458'CONTACT THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0832 ***********************************************************************
 JT0832  DESIGNATION -  39 M
 JT0832  PID         -  JT0832
 JT0832  STATE/COUNTY-  CA/SONOMA
 JT0832  USGS QUAD   -  CAMP MEEKER (1971)
 JT0832
 JT0832                         *CURRENT SURVEY CONTROL
 JT0832  ___________________________________________________________________
 JT0832* NAD 83(1986)-  38 23 28.     (N)    122 52 52.     (W)     SCALED    
 JT0832* NAVD 88     -        52.449  (meters)     172.08   (feet)  ADJUSTED  
 JT0832  ___________________________________________________________________
 JT0832  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT0832  DYNAMIC HT  -          52.417 (meters)     171.97  (feet)  COMP
 JT0832  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 JT0832
 JT0832  VERT ORDER  -  FIRST     CLASS II
 JT0832
 JT0832.The horizontal coordinates were scaled from a topographic map and have
 JT0832.an estimated accuracy of +/- 6 seconds.
 JT0832
 JT0832.The orthometric height was determined by differential leveling
 JT0832.and adjusted in June 1991.
 JT0832
 JT0832.The geoid height was determined by GEOID03.
 JT0832
 JT0832.The dynamic height is computed by dividing the NAVD 88
 JT0832.geopotential number by the normal gravity value computed on the
 JT0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0832.degrees latitude (g = 980.6199 gals.).
 JT0832
 JT0832.The modeled gravity was interpolated from observed gravity values.
 JT0832
 JT0832;                    North         East    Units  Estimated Accuracy
 JT0832;SPC CA 2     -   580,790.    1,923,030.      MT  (+/- 180 meters Scaled)
 JT0832
 JT0832                          SUPERSEDED SURVEY CONTROL
 JT0832
 JT0832  NGVD 29 (12/02/92)   51.601  (m)          169.29   (f) ADJUSTED    1 2
 JT0832
 JT0832.Superseded values are not recommended for survey control.
 JT0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0832.See file dsdata.txt to determine how the superseded data were derived.
 JT0832
 JT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH103492(NAD 83)
 JT0832_MARKER: DD = SURVEY DISK
 JT0832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JT0832_SP_SET: ABUTMENT
 JT0832_STAMPING: 39 M 1935
 JT0832_MARK LOGO: USGS  
 JT0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0832
 JT0832  HISTORY     - Date     Condition        Report By
 JT0832  HISTORY     - 1935     MONUMENTED       USGS
 JT0832  HISTORY     - 1938     GOOD             NGS
 JT0832  HISTORY     - 1984     GOOD             USPSQD
 JT0832  HISTORY     - 1987     GOOD             NGS
 JT0832
 JT0832                          STATION DESCRIPTION
 JT0832
 JT0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JT0832'3.2 MI W FROM SEBASTOPOL.
 JT0832'3.2 MILES WEST ALONG THE VALLEY FORD-SEBASTOPOL ROAD FROM THE
 JT0832'PUBLIC LIBRARY AT SEBASTOPOL, SONOMA COUNTY, AT A CONCRETE
 JT0832'BRIDGE, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT, AND
 JT0832'12 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A UNITED
 JT0832'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 39 M 1935.
 JT0832
 JT0832                          STATION RECOVERY (1984)
 JT0832
 JT0832'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0832'RECOVERED IN GOOD CONDITION.
 JT0832
 JT0832                          STATION RECOVERY (1987)
 JT0832
 JT0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0832'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.5 KM
 JT0832'(3.40 MI) SOUTHWESTERLY ALONG BODEGA HIGHWAY FROM THE JUNCTION OF MAIN
 JT0832'STREET IN SEBASTOPOL, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 JT0832'ABUTMENT OF A SMALL HIGHWAY BRIDGE SPANNING A SMALL STREAM, AND 5.7 M
 JT0832'(18.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. NOTE--THE
 JT0832'ORIGINAL DESCRIPTION STATES THAT THE DISK IS STAMPED 39 M 1935, BUT
 JT0832'IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2032 ***********************************************************************
 EW2032  DESIGNATION -  39 RW 12 LACFCD
 EW2032  PID         -  EW2032
 EW2032  STATE/COUNTY-  CA/LOS ANGELES
 EW2032  USGS QUAD   -  BURBANK (1994)
 EW2032
 EW2032                         *CURRENT SURVEY CONTROL
 EW2032  ___________________________________________________________________
 EW2032* NAD 83(1986)-  34 09 14.     (N)    118 16 34.     (W)     SCALED    
 EW2032* NAVD 88     -       142.35   (+/-2cm)     467.0    (feet)  VERTCON   
 EW2032  ___________________________________________________________________
 EW2032  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EW2032  VERT ORDER  -  THIRD (See Below)
 EW2032
 EW2032.The horizontal coordinates were scaled from a topographic map and have
 EW2032.an estimated accuracy of +/- 6 seconds.
 EW2032
 EW2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2032.The vertical order pertains to the NGVD 29 superseded value.
 EW2032
 EW2032.The geoid height was determined by GEOID03.
 EW2032
 EW2032;                    North         East    Units  Estimated Accuracy
 EW2032;SPC CA 5     -   572,570.    1,974,540.      MT  (+/- 180 meters Scaled)
 EW2032
 EW2032                          SUPERSEDED SURVEY CONTROL
 EW2032
 EW2032  NGVD 29 (??/??/??)  141.55   (m)          464.4    (f) RESET       3  
 EW2032
 EW2032.Superseded values are not recommended for survey control.
 EW2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2032.See file dsdata.txt to determine how the superseded data were derived.
 EW2032
 EW2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT823799(NAD 83)
 EW2032_MARKER: DD = SURVEY DISK
 EW2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2032_STAMPING: 39 R/W 12
 EW2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2032+STABILITY: SURFACE MOTION
 EW2032
 EW2032  HISTORY     - Date     Condition        Report By
 EW2032  HISTORY     - UNK      MONUMENTED       CA-037
 EW2032  HISTORY     - 1955     MARK NOT FOUND   NGS
 EW2032  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW2032
 EW2032                          STATION DESCRIPTION
 EW2032
 EW2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2032'AT GLENDALE.
 EW2032'NEAR THE INTERSECTION OF SAN FERNANDO ROAD AND GRANGE STREET,
 EW2032'ABOUT 264 FEET SOUTH OF THE SOUTH CURB OF GRANGE STREET, 12
 EW2032'FEET EAST OF THE EAST CURB OF SAN FERNANDO ROAD, 20 FEET SOUTH
 EW2032'OF THE SOUTH END OF THE EAST RAIL OF THE SAN FERNANDO BRIDGE
 EW2032'OVER A LOS ANGELES COUNTY FLOOD CONTROL DITCH, 6 INCHES EAST
 EW2032'OF THE EAST EDGE OF THE SIDEWALK, AND 3 FEET NORTH OF THE CENTERLINE
 EW2032'OF THE PACIFIC LIGHTING CORP. DRIVEWAY.  A LOS ANGELES COUNTY
 EW2032'FLOOD CONTROL DISTRICT STANDARD DISK, STAMPED 39 R/W 12 AND
 EW2032'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE PAVEMENT.
 EW2032'NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS
 EW2032'NOT RECOVERED.  A CONCRETE DRIVEWAY HAS BEEN CONSTRUCTED, MARK MAY
 EW2032'HAVE BEEN DESTROYED.
 EW2032
 EW2032                          STATION RECOVERY (1961)
 EW2032
 EW2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0354 ***********************************************************************
 HS0354  DESIGNATION -  39 USE
 HS0354  PID         -  HS0354
 HS0354  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0354  USGS QUAD   -  HOLT (1994)
 HS0354
 HS0354                         *CURRENT SURVEY CONTROL
 HS0354  ___________________________________________________________________
 HS0354* NAD 83(1986)-  37 58 44.     (N)    121 22 51.     (W)     SCALED    
 HS0354* NAVD 88     -         4.82   (+/-2cm)      15.8    (feet)  VERTCON   
 HS0354  ___________________________________________________________________
 HS0354  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 HS0354  VERT ORDER  -  THIRD (See Below)
 HS0354
 HS0354.The horizontal coordinates were scaled from a topographic map and have
 HS0354.an estimated accuracy of +/- 6 seconds.
 HS0354
 HS0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0354.The vertical order pertains to the NGVD 29 superseded value.
 HS0354
 HS0354.The geoid height was determined by GEOID03.
 HS0354
 HS0354;                    North         East    Units  Estimated Accuracy
 HS0354;SPC CA 3     -   664,490.    1,922,620.      MT  (+/- 180 meters Scaled)
 HS0354
 HS0354                          SUPERSEDED SURVEY CONTROL
 HS0354
 HS0354  NGVD 29 (??/??/??)    4.18   (m)           13.7    (f) RESET       3  
 HS0354
 HS0354.Superseded values are not recommended for survey control.
 HS0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0354.See file dsdata.txt to determine how the superseded data were derived.
 HS0354
 HS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH422047(NAD 83)
 HS0354_MARKER: DD = SURVEY DISK
 HS0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0354+STABILITY: SURFACE MOTION
 HS0354
 HS0354  HISTORY     - Date     Condition        Report By
 HS0354  HISTORY     - UNK      MONUMENTED       DOD
 HS0354  HISTORY     - 1957     GOOD             NGS
 HS0354  HISTORY     - 1966     MARK NOT FOUND   NGS
 HS0354
 HS0354                          STATION DESCRIPTION
 HS0354
 HS0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS0354'AT ELMWOOD TRACT.
 HS0354'ON THE SOUTHWEST SIDE OF ELMWOOD TRACT, IN R5E T2N, 1.3 MILES
 HS0354'SOUTHEAST ALONG A PAVED ROAD ON THE LEVEE FROM WRIGHT TRACT
 HS0354'HEADQUARTERS, 201 FEET SOUTHEAST OF THE SOUTHWEST LEG OF POWER
 HS0354'TRANSMISSION LINE STEEL TOWER ET 55/2, 19.3 FEET SOUTHWEST OF AND
 HS0354'ACROSS THE ROAD FROM THE SOUTH LEG OF A TOWER SUPPORTING CHANNEL
 HS0354'LIGHT 39, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 57
 HS0354'YARDS WEST OF AND ACROSS THE ROAD FROM BENCH MARK 286+00(USE),
 HS0354'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS0354'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HS0354
 HS0354                          STATION RECOVERY (1966)
 HS0354
 HS0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2131 ***********************************************************************
 GU2131  DESIGNATION -  39 USGS
 GU2131  PID         -  GU2131
 GU2131  STATE/COUNTY-  CA/MONTEREY
 GU2131  USGS QUAD   -  MOSS LANDING (1994)
 GU2131
 GU2131                         *CURRENT SURVEY CONTROL
 GU2131  ___________________________________________________________________
 GU2131* NAD 83(1986)-  36 47 39.     (N)    121 45 18.     (W)     SCALED    
 GU2131* NAVD 88     -         7.15   (+/-2cm)      23.5    (feet)  VERTCON   
 GU2131  ___________________________________________________________________
 GU2131  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 GU2131  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2131
 GU2131.The horizontal coordinates were scaled from a topographic map and have
 GU2131.an estimated accuracy of +/- 6 seconds.
 GU2131
 GU2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2131.The vertical order pertains to the NGVD 29 superseded value.
 GU2131
 GU2131.The geoid height was determined by GEOID03.
 GU2131
 GU2131;                    North         East    Units  Estimated Accuracy
 GU2131;SPC CA 4     -   665,620.    1,754,160.      MT  (+/- 180 meters Scaled)
 GU2131
 GU2131                          SUPERSEDED SURVEY CONTROL
 GU2131
 GU2131  NGVD 29 (??/??/92)    6.32   (m)           20.7    (f) COMPUTED    1 2
 GU2131
 GU2131.Superseded values are not recommended for survey control.
 GU2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2131.See file dsdata.txt to determine how the superseded data were derived.
 GU2131
 GU2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF110727(NAD 83)
 GU2131_MARKER: P = PIPE CAP
 GU2131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2131_STAMPING: SF 21 1908 39 CAL
 GU2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2131
 GU2131  HISTORY     - Date     Condition        Report By
 GU2131  HISTORY     - 1908     MONUMENTED       USGS
 GU2131  HISTORY     - 1967     GOOD             NGS
 GU2131  HISTORY     - 1977     MARK NOT FOUND   NGS
 GU2131
 GU2131                          STATION DESCRIPTION
 GU2131
 GU2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2131'2.2 MI N FROM CASTORVILLE.
 GU2131'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2131'FROM THE STATION AT CASTROVILLE, ABOUT 800 FEET SOUTH OF MILEPOST
 GU2131'108, 40.4 FEET EAST OF THE EAST RAIL OF THE TRACK, 29 FEET SOUTH
 GU2131'OF THE 4TH TELEGRAPH POLE SOUTH OF MILEPOST 108, 1.7 FEET WEST
 GU2131'OF A FENCE LINE, ABOUT THE SAME ELEVATION AS THE TRACK, AND
 GU2131'RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.0
 GU2131'FOOT ABOVE THE GROUND.
 GU2131
 GU2131                          STATION RECOVERY (1977)
 GU2131
 GU2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2131'SEARCHED FOR,BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2515 ***********************************************************************
 HS2515  DESIGNATION -  39.121 USBR
 HS2515  PID         -  HS2515
 HS2515  STATE/COUNTY-  CA/MERCED
 HS2515  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2515
 HS2515                         *CURRENT SURVEY CONTROL
 HS2515  ___________________________________________________________________
 HS2515* NAD 83(1986)-  37 05 09.     (N)    121 00 52.     (W)     SCALED    
 HS2515* NAVD 88     -        55.45   (+/-2cm)     181.9    (feet)  VERTCON   
 HS2515  ___________________________________________________________________
 HS2515  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HS2515  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2515
 HS2515.The horizontal coordinates were scaled from a topographic map and have
 HS2515.an estimated accuracy of +/- 6 seconds.
 HS2515
 HS2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2515.The vertical order pertains to the NGVD 29 superseded value.
 HS2515
 HS2515.The geoid height was determined by GEOID03.
 HS2515
 HS2515;                    North         East    Units  Estimated Accuracy
 HS2515;SPC CA 3     -   565,140.    1,954,260.      MT  (+/- 180 meters Scaled)
 HS2515
 HS2515                          SUPERSEDED SURVEY CONTROL
 HS2515
 HS2515  NGVD 29 (??/??/??)   54.605  (m)          179.15   (f) ADJUSTED    1 1
 HS2515
 HS2515.Superseded values are not recommended for survey control.
 HS2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2515.See file dsdata.txt to determine how the superseded data were derived.
 HS2515
 HS2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG764062(NAD 83)
 HS2515_MARKER: DD = SURVEY DISK
 HS2515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2515_SP_SET: BRIDGE CURB
 HS2515_STAMPING: 71.31
 HS2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS2515+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2008
 HS2515
 HS2515  HISTORY     - Date     Condition        Report By
 HS2515  HISTORY     - UNK      MONUMENTED       BOR
 HS2515  HISTORY     - 1969     GOOD             NGS
 HS2515  HISTORY     - 1974     GOOD             NGS
 HS2515  HISTORY     - 20081209 GOOD             GEOCAC
 HS2515
 HS2515                          STATION DESCRIPTION
 HS2515
 HS2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HS2515'11 MI W FROM LOS BANOS.
 HS2515'9.15 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS2515'OF SIXTH STREET AT LOS BANOS, THENCE 1.85 MILES NORTH ALONG
 HS2515'JENSEN ROAD, AT THE CROSSING OF THE DELTA-MENDOTA CANAL, AT
 HS2515'BRIDGE 39.121 OVER THE CANAL, IN THE TOP OF THE SOUTH END OF THE
 HS2515'WEST CONCRETE CURB, 15 FEET WEST OF THE CENTER LINE OF THE
 HS2515'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS2515
 HS2515                          STATION RECOVERY (1974)
 HS2515
 HS2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2515'RECOVERED IN GOOD CONDITION.
 HS2515
 HS2515                          STATION RECOVERY (2008)
 HS2515
 HS2515'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 HS2515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2525 ***********************************************************************
 HS2525  DESIGNATION -  39.20 USBR
 HS2525  PID         -  HS2525
 HS2525  STATE/COUNTY-  CA/STANISLAUS
 HS2525  USGS QUAD   -  PATTERSON (1978)
 HS2525
 HS2525                         *CURRENT SURVEY CONTROL
 HS2525  ___________________________________________________________________
 HS2525* NAD 83(1986)-  37 28 18.     (N)    121 10 38.     (W)     SCALED    
 HS2525* NAVD 88     -        57.44   (+/-2cm)     188.5    (feet)  VERTCON   
 HS2525  ___________________________________________________________________
 HS2525  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HS2525  VERT ORDER  -  THIRD (See Below)
 HS2525
 HS2525.The horizontal coordinates were scaled from a topographic map and have
 HS2525.an estimated accuracy of +/- 6 seconds.
 HS2525
 HS2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2525.The vertical order pertains to the NGVD 29 superseded value.
 HS2525
 HS2525.The geoid height was determined by GEOID03.
 HS2525
 HS2525;                    North         East    Units  Estimated Accuracy
 HS2525;SPC CA 3     -   608,050.    1,940,100.      MT  (+/- 180 meters Scaled)
 HS2525
 HS2525                          SUPERSEDED SURVEY CONTROL
 HS2525
 HS2525  NGVD 29 (??/??/??)   56.67   (m)          185.9    (f) RESET       3  
 HS2525
 HS2525.Superseded values are not recommended for survey control.
 HS2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2525.See file dsdata.txt to determine how the superseded data were derived.
 HS2525
 HS2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG611487(NAD 83)
 HS2525_MARKER: DD = SURVEY DISK
 HS2525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2525_SP_SET: BRIDGE CURB
 HS2525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2525
 HS2525  HISTORY     - Date     Condition        Report By
 HS2525  HISTORY     - UNK      MONUMENTED       BOR
 HS2525  HISTORY     - 1958     GOOD             NGS
 HS2525  HISTORY     - 1965     GOOD             NGS
 HS2525
 HS2525                          STATION DESCRIPTION
 HS2525
 HS2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2525'3.8 MI W FROM PATTERSON.
 HS2525'ABOUT 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2525'FROM THE STATION AT PATTERSON, THENCE 2.6 MILES WEST ALONG SPERRY
 HS2525'AVENUE, THENCE 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD WHICH
 HS2525'FOLLOWS THE NORTHEAST BANK OF THE DELTA-MENDOTA CANAL, AT THE
 HS2525'CROSSING OF ROGERS ROAD, IN THE TOP OF THE CENTER OF THE SOUTH
 HS2525'CONCRETE CURB OF BRIDGE 39.20 OVER THE CANAL, 12 FEET SOUTH OF
 HS2525'THE CENTER LINE OF ROGERS ROAD AND ABOUT 1 FOOT HIGHER THAN THE
 HS2525'ROAD.
 HS2525
 HS2525                          STATION RECOVERY (1965)
 HS2525
 HS2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0847 ***********************************************************************
 MX0847  DESIGNATION -  390 USGS
 MX0847  PID         -  MX0847
 MX0847  STATE/COUNTY-  CA/DEL NORTE
 MX0847  USGS QUAD   -  GASQUET (1981)
 MX0847
 MX0847                         *CURRENT SURVEY CONTROL
 MX0847  ___________________________________________________________________
 MX0847* NAD 83(1986)-  41 50 44.     (N)    123 57 49.     (W)     SCALED    
 MX0847* NAVD 88     -       119.879  (meters)     393.30   (feet)  POSTED    
 MX0847  ___________________________________________________________________
 MX0847  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 MX0847  DYNAMIC HT  -         119.830 (meters)     393.14  (feet)  COMP
 MX0847  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MX0847
 MX0847  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MX0847
 MX0847.The horizontal coordinates were scaled from a topographic map and have
 MX0847.an estimated accuracy of +/- 6 seconds.
 MX0847
 MX0847.The orthometric height was determined by differential leveling
 MX0847.and adjusted by the  in 1992.
 MX0847.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MX0847.was located on a no-check spur therefore a value was not computed.
 MX0847.No vertical observational check was made to the station.
 MX0847
 MX0847.The geoid height was determined by GEOID03.
 MX0847
 MX0847.The dynamic height is computed by dividing the NAVD 88
 MX0847.geopotential number by the normal gravity value computed on the
 MX0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0847.degrees latitude (g = 980.6199 gals.).
 MX0847
 MX0847.The modeled gravity was interpolated from observed gravity values.
 MX0847
 MX0847;                    North         East    Units  Estimated Accuracy
 MX0847;SPC CA 1     -   780,800.    1,836,930.      MT  (+/- 180 meters Scaled)
 MX0847
 MX0847                          SUPERSEDED SURVEY CONTROL
 MX0847
 MX0847  NGVD 29 (??/??/??)  118.850  (m)          389.93   (f) ADJUSTED    1 2
 MX0847
 MX0847.Superseded values are not recommended for survey control.
 MX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0847.See file dsdata.txt to determine how the superseded data were derived.
 MX0847
 MX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM200330(NAD 83)
 MX0847_MARKER: DD = SURVEY DISK
 MX0847_SETTING: 80 = SET IN A BOULDER
 MX0847_SP_SET: BOULDER
 MX0847_STAMPING: 389.110 14 1915
 MX0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0847+STABILITY: SURFACE MOTION
 MX0847
 MX0847  HISTORY     - Date     Condition        Report By
 MX0847  HISTORY     - 1915     MONUMENTED       USGS
 MX0847  HISTORY     - 1943     GOOD             NGS
 MX0847
 MX0847                          STATION DESCRIPTION
 MX0847
 MX0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MX0847'AT GASQUET.
 MX0847'AT GASQUET, DEL NORTE COUNTY, 0.3 MILE WEST OF U.S. HIGHWAY 199,
 MX0847'ABOUT 1/4 MILE NORTH OF THE CORNER COMMON TO SECTIONS 20, 21, 28
 MX0847'AND 29, T 17 N, R 2 E, ABOUT 300 FEET SOUTH OF THE BUILDING
 MX0847'FORMERLY USED AS A RANGER HEADQUARTERS, ABOUT 250 FEET SOUTH OF
 MX0847'A PICNIC AREA SIGN, 80 FEET NORTHEAST OF A ONE-SIXTEENTH SECTION
 MX0847'CORNER , AND IN THE TOP OF A BOULDER IN A ROCK WALL.  A UNITED
 MX0847'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 389.110 14 1915.
 MX0847'NOTE-- THE RANGER HEADQUARTERS HAVE BEEN MOVED OUT TO THE MAIN
 MX0847'ROAD.  IT WAS REPORTED IN JUNE 1943 THAT THE OLD HEADQUARTERS
 MX0847'BUILDING IS GONE.  TO REACH THIS MARK, TURN NORTH ON A SIDE ROAD
 MX0847'ABOUT 300 FEET EAST OF THE GASQUET SERVICE STATION, FOLLOW THE
 MX0847'ROAD ACROSS A BRIDGE, AND THENCE EAST ALONG THE ROAD TO THE
 MX0847'FORMER RANGER HEADQUARTERS.  THE TOTAL DISTANCE BY ROAD IS 0.4
 MX0847'MILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3590 ***********************************************************************
 HT3590  DESIGNATION -  390.58=179
 HT3590  PID         -  HT3590
 HT3590  STATE/COUNTY-  CA/SANTA CRUZ
 HT3590  USGS QUAD   -  FELTON (1991)
 HT3590
 HT3590                         *CURRENT SURVEY CONTROL
 HT3590  ___________________________________________________________________
 HT3590* NAD 83(1986)-  37 05 43.     (N)    122 05 49.     (W)     SCALED    
 HT3590* NAVD 88     -       120.005  (meters)     393.72   (feet)  ADJUSTED  
 HT3590  ___________________________________________________________________
 HT3590  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HT3590  DYNAMIC HT  -         119.918 (meters)     393.43  (feet)  COMP
 HT3590  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 HT3590
 HT3590  VERT ORDER  -  FIRST     CLASS II
 HT3590
 HT3590.The horizontal coordinates were scaled from a topographic map and have
 HT3590.an estimated accuracy of +/- 6 seconds.
 HT3590
 HT3590.The orthometric height was determined by differential leveling
 HT3590.and adjusted in February 1993.
 HT3590
 HT3590.The geoid height was determined by GEOID03.
 HT3590
 HT3590.The dynamic height is computed by dividing the NAVD 88
 HT3590.geopotential number by the normal gravity value computed on the
 HT3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3590.degrees latitude (g = 980.6199 gals.).
 HT3590
 HT3590.The modeled gravity was interpolated from observed gravity values.
 HT3590
 HT3590;                    North         East    Units  Estimated Accuracy
 HT3590;SPC CA 3     -   567,280.    1,858,040.      MT  (+/- 180 meters Scaled)
 HT3590
 HT3590                          SUPERSEDED SURVEY CONTROL
 HT3590
 HT3590  NGVD 29 (10/21/93)  119.171  (m)          390.98   (f) ADJUSTED    1 2
 HT3590
 HT3590.Superseded values are not recommended for survey control.
 HT3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3590.See file dsdata.txt to determine how the superseded data were derived.
 HT3590
 HT3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG802058(NAD 83)
 HT3590_MARKER: DD = SURVEY DISK
 HT3590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3590_SP_SET: CONCRETE POST
 HT3590_STAMPING: B.M. 390.58 H9.13
 HT3590_MARK LOGO: CA-087
 HT3590_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3590+STABILITY: SURFACE MOTION
 HT3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3590+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3590
 HT3590  HISTORY     - Date     Condition        Report By
 HT3590  HISTORY     - UNK      MONUMENTED       CA-087
 HT3590  HISTORY     - 19900424 GOOD             NGS
 HT3590
 HT3590                          STATION DESCRIPTION
 HT3590
 HT3590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3590'IN BEN LOMOND, AT THE INTERSECTION OF STATE HIGHWAY 9 AND CALIFORNIA
 HT3590'DRIVE, 23.0 M (75.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 M
 HT3590'(42.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE DRIVE, AND
 HT3590'2.0 M (6.6 FT) NORTH OF THE MOST SOUTHERLY 1 OF 2 CONCRETE AND STONE
 HT3590'PILLARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0235 ***********************************************************************
 LT0235  DESIGNATION -  3900.86 USBPR
 LT0235  PID         -  LT0235
 LT0235  STATE/COUNTY-  CA/SHASTA
 LT0235  USGS QUAD   -  OLD STATION (1995)
 LT0235
 LT0235                         *CURRENT SURVEY CONTROL
 LT0235  ___________________________________________________________________
 LT0235* NAD 83(1986)-  40 43 45.     (N)    121 25 52.     (W)     SCALED    
 LT0235* NAVD 88     -      1190.765  (meters)    3906.70   (feet)  ADJUSTED  
 LT0235  ___________________________________________________________________
 LT0235  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 LT0235  DYNAMIC HT  -        1189.893 (meters)    3903.84  (feet)  COMP
 LT0235  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 LT0235
 LT0235  VERT ORDER  -  SECOND    CLASS 0
 LT0235
 LT0235.The horizontal coordinates were scaled from a topographic map and have
 LT0235.an estimated accuracy of +/- 6 seconds.
 LT0235
 LT0235.The orthometric height was determined by differential leveling
 LT0235.and adjusted in June 1991.
 LT0235
 LT0235.The geoid height was determined by GEOID03.
 LT0235
 LT0235.The dynamic height is computed by dividing the NAVD 88
 LT0235.geopotential number by the normal gravity value computed on the
 LT0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0235.degrees latitude (g = 980.6199 gals.).
 LT0235
 LT0235.The modeled gravity was interpolated from observed gravity values.
 LT0235
 LT0235;                    North         East    Units  Estimated Accuracy
 LT0235;SPC CA 1     -   655,150.    2,048,050.      MT  (+/- 180 meters Scaled)
 LT0235
 LT0235                          SUPERSEDED SURVEY CONTROL
 LT0235
 LT0235  NGVD 29 (??/??/??) 1189.758  (m)         3903.40   (f) ADJUSTED    2 0
 LT0235
 LT0235.Superseded values are not recommended for survey control.
 LT0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0235.See file dsdata.txt to determine how the superseded data were derived.
 LT0235
 LT0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL324098(NAD 83)
 LT0235_MARKER: DD = SURVEY DISK
 LT0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0235_STAMPING: 3900.86 1932
 LT0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0235
 LT0235  HISTORY     - Date     Condition        Report By
 LT0235  HISTORY     - 1932     MONUMENTED       BPR
 LT0235  HISTORY     - 1935     GOOD             NGS
 LT0235
 LT0235                          STATION DESCRIPTION
 LT0235
 LT0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0235'4.1 MI N FROM OLD STATION.
 LT0235'4.1 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0235'OLD STATION, SHASTA COUNTY, 233 YARDS SOUTH OF THE JUNCTION OF
 LT0235'A ROAD LEADING SOUTHWEST, AND 31 FEET NORTHEAST OF THE CENTERLINE
 LT0235'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LT0235'CAP, STAMPED 3900.86 1932 AND RIVETED ON THE TOP OF A 2-INCH
 LT0235'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0455 ***********************************************************************
 KS0455  DESIGNATION -  3903.3
 KS0455  PID         -  KS0455
 KS0455  STATE/COUNTY-  CA/SIERRA
 KS0455  USGS QUAD   -  SIERRA CITY (1981)
 KS0455
 KS0455                         *CURRENT SURVEY CONTROL
 KS0455  ___________________________________________________________________
 KS0455* NAD 83(1986)-  39 34 02.     (N)    120 40 02.     (W)     SCALED    
 KS0455* NAVD 88     -      1192.491  (meters)    3912.36   (feet)  ADJUSTED  
 KS0455  ___________________________________________________________________
 KS0455  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KS0455  DYNAMIC HT  -        1191.439 (meters)    3908.91  (feet)  COMP
 KS0455  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 KS0455
 KS0455  VERT ORDER  -  SECOND    CLASS 0
 KS0455
 KS0455.The horizontal coordinates were scaled from a topographic map and have
 KS0455.an estimated accuracy of +/- 6 seconds.
 KS0455
 KS0455.The orthometric height was determined by differential leveling
 KS0455.and adjusted in June 1991.
 KS0455
 KS0455.The geoid height was determined by GEOID03.
 KS0455
 KS0455.The dynamic height is computed by dividing the NAVD 88
 KS0455.geopotential number by the normal gravity value computed on the
 KS0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0455.degrees latitude (g = 980.6199 gals.).
 KS0455
 KS0455.The modeled gravity was interpolated from observed gravity values.
 KS0455
 KS0455;                    North         East    Units  Estimated Accuracy
 KS0455;SPC CA 2     -   711,820.    2,114,520.      MT  (+/- 180 meters Scaled)
 KS0455
 KS0455                          SUPERSEDED SURVEY CONTROL
 KS0455
 KS0455  NGVD 29 (??/??/??) 1191.467  (m)         3909.00   (f) ADJUSTED    2 0
 KS0455
 KS0455.Superseded values are not recommended for survey control.
 KS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0455.See file dsdata.txt to determine how the superseded data were derived.
 KS0455
 KS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ003823(NAD 83)
 KS0455_MARKER: Q = CHISELED SQUARE
 KS0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0455_SP_SET: CULVERT
 KS0455_MARK LOGO: USGS  
 KS0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0455
 KS0455  HISTORY     - Date     Condition        Report By
 KS0455  HISTORY     - UNK      MONUMENTED       USGS
 KS0455  HISTORY     - 1934     GOOD             CGS
 KS0455
 KS0455                          STATION DESCRIPTION
 KS0455
 KS0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0455'2.1 MI W FROM SIERRA CITY.
 KS0455'2.1 MILES WEST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0455'COUNTY, ABOUT 30 YARDS EAST OF A TWO-STORY FRAME STORE BUILDING,
 KS0455'AT A 15-INCH CULVERT, AND ON THE TOP OF THE NORTH CONCRETE HEADWALL.
 KS0455'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1000 ***********************************************************************
 MX1000  DESIGNATION -  3906 VA
 MX1000  PID         -  MX1000
 MX1000  STATE/COUNTY-  CA/SISKIYOU
 MX1000  USGS QUAD   -  SOLOMONS TEMPLE (1983)
 MX1000
 MX1000                         *CURRENT SURVEY CONTROL
 MX1000  ___________________________________________________________________
 MX1000* NAD 83(1992)-  41 44 23.24236(N)    122 18 37.88213(W)     ADJUSTED  
 MX1000* NAVD 88     -      1191.     (meters)    3907.     (feet)  SCALED    
 MX1000  ___________________________________________________________________
 MX1000  EPOCH DATE  -        1991.35
 MX1000  LAPLACE CORR-           9.34  (seconds)                    DEFLEC99
 MX1000  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 MX1000  HORZ ORDER  -  SECOND
 MX1000
 MX1000.The horizontal coordinates were established by classical geodetic methods
 MX1000.and adjusted by the National Geodetic Survey in March 1994.
 MX1000.The horizontal coordinates are valid at the epoch date displayed above.
 MX1000.The epoch date for horizontal control is a decimal equivalence
 MX1000.of Year/Month/Day.
 MX1000
 MX1000.The orthometric height was scaled from a topographic map.
 MX1000
 MX1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1000
 MX1000.The geoid height was determined by GEOID03.
 MX1000
 MX1000;                    North         East     Units Scale Factor Converg.
 MX1000;SPC CA 1     -   767,265.603 1,974,167.955   MT  1.00001939   -0 12 11.0
 MX1000;SPC CA 1     - 2,517,270.57  6,476,916.03   sFT  1.00001939   -0 12 11.0
 MX1000;UTM  10      - 4,621,115.677   557,333.059   MT  0.99964045   +0 27 32.5
 MX1000
 MX1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1000!SPC CA 1     -   0.99981691  x   1.00001939  =   0.99983630
 MX1000!UTM  10      -   0.99981691  x   0.99964045  =   0.99945743
 MX1000
 MX1000                          SUPERSEDED SURVEY CONTROL
 MX1000
 MX1000  NAD 83(1991)-  41 44 23.23932(N)    122 18 37.88555(W) AD(1984.00) 2
 MX1000  NAD 83(1986)-  41 44 23.23724(N)    122 18 37.88945(W) AD(1984.00) 2
 MX1000  NAD 27      -  41 44 23.71230(N)    122 18 33.82910(W) AD(       ) 2
 MX1000
 MX1000.Superseded values are not recommended for survey control.
 MX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1000.See file dsdata.txt to determine how the superseded data were derived.
 MX1000
 MX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM5733321116(NAD 83)
 MX1000_MARK LOGO: USGS  
 MX1000
 MX1000  HISTORY     - Date     Condition        Report By
 MX1000  HISTORY     - 1952     MONUMENTED       CGS
 MX1000
 MX1000                          STATION DESCRIPTION
 MX1000
 MX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1000'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE EAST OF YREKA,
 MX1000'8 MILES EAST OF MONTAGUE, ON THE WEST SLOPE OF GOOSENEST MOUNTAIN
 MX1000'ON THE HIGHEST POINT OF SOLOMON PEAK.
 MX1000'
 MX1000'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK WITH
 MX1000'NO STAMPING, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 MX1000'PROJECTS ABOUT 9 INCHES ABOVE THE GROUND SURFACE.  IT IS 7.741
 MX1000'FEET, 2.360 METERS EAST SOUTHEAST OF STATION SOLOMON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0061 ***********************************************************************
 JS0061  DESIGNATION -  3906.78 USBPR
 JS0061  PID         -  JS0061
 JS0061  STATE/COUNTY-  CA/EL DORADO
 JS0061  USGS QUAD   -  KYBURZ (1973)
 JS0061
 JS0061                         *CURRENT SURVEY CONTROL
 JS0061  ___________________________________________________________________
 JS0061* NAD 83(1986)-  38 45 50.     (N)    120 19 28.     (W)     SCALED    
 JS0061* NAVD 88     -      1191.67   (+/-2cm)    3909.7    (feet)  VERTCON   
 JS0061  ___________________________________________________________________
 JS0061  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JS0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0061
 JS0061.The horizontal coordinates were scaled from a topographic map and have
 JS0061.an estimated accuracy of +/- 6 seconds.
 JS0061
 JS0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0061.The vertical order pertains to the NGVD 29 superseded value.
 JS0061
 JS0061.The geoid height was determined by GEOID03.
 JS0061
 JS0061;                    North         East    Units  Estimated Accuracy
 JS0061;SPC CA 2     -   623,140.    2,145,610.      MT  (+/- 180 meters Scaled)
 JS0061
 JS0061                          SUPERSEDED SURVEY CONTROL
 JS0061
 JS0061  NGVD 29 (??/??/92) 1190.633  (m)         3906.27   (f) ADJ UNCH    2 0
 JS0061
 JS0061.Superseded values are not recommended for survey control.
 JS0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0061.See file dsdata.txt to determine how the superseded data were derived.
 JS0061
 JS0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH324939(NAD 83)
 JS0061_MARKER: P = PIPE CAP
 JS0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0061_STAMPING: 3906.78 389+85.1 RP 1930
 JS0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0061
 JS0061  HISTORY     - Date     Condition        Report By
 JS0061  HISTORY     - 1930     MONUMENTED       BPR
 JS0061  HISTORY     - 1934     GOOD             NGS
 JS0061  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0061
 JS0061                          STATION DESCRIPTION
 JS0061
 JS0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0061'1.7 MI W FROM KYBURZ.
 JS0061'1.7 MILES WEST ALONG U.S. HIGHWAY 50 FROM KYBURZ, EL DORADO
 JS0061'COUNTY, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JS0061'15 FEET WEST OF A LARGE BOULDER AN AN OAK TREE NEAR A ROAD
 JS0061'LEADING TOWARD THE RIVER.  A UNITED STATES BUREAU OF PUBLIC ROADS
 JS0061'STANDARD CAP, STAMPED 3906.78 389+85.1 R P 1930 AND FASTENED ON
 JS0061'THE TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 JS0061
 JS0061                          STATION RECOVERY (2004)
 JS0061
 JS0061'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3270 ***********************************************************************
 DX3270  DESIGNATION -  391
 DX3270  PID         -  DX3270
 DX3270  STATE/COUNTY-  CA/ORANGE
 DX3270  USGS QUAD   -  LA HABRA (1981)
 DX3270
 DX3270                         *CURRENT SURVEY CONTROL
 DX3270  ___________________________________________________________________
 DX3270* NAD 83(1986)-  33 56 08.     (N)    117 53 33.     (W)     SCALED    
 DX3270* NAVD 88     -       119.99   (+/-2cm)     393.7    (feet)  VERTCON   
 DX3270  ___________________________________________________________________
 DX3270  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DX3270  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX3270
 DX3270.The horizontal coordinates were scaled from a topographic map and have
 DX3270.an estimated accuracy of +/- 6 seconds.
 DX3270
 DX3270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3270.The vertical order pertains to the NGVD 29 superseded value.
 DX3270
 DX3270.The geoid height was determined by GEOID03.
 DX3270
 DX3270;                    North         East    Units  Estimated Accuracy
 DX3270;SPC CA 6     -   697,380.    1,848,150.      MT  (+/- 180 meters Scaled)
 DX3270
 DX3270                          SUPERSEDED SURVEY CONTROL
 DX3270
 DX3270  NGVD 29 (??/??/??)  119.245  (m)          391.22   (f) ADJUSTED    1 2
 DX3270
 DX3270.Superseded values are not recommended for survey control.
 DX3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3270.See file dsdata.txt to determine how the superseded data were derived.
 DX3270
 DX3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT175553(NAD 83)
 DX3270_MARKER: X = CHISELED CROSS
 DX3270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3270_SP_SET: CULVERT
 DX3270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3270
 DX3270  HISTORY     - Date     Condition        Report By
 DX3270  HISTORY     - UNK      MONUMENTED       CA-059
 DX3270  HISTORY     - 1955     GOOD             NGS
 DX3270  HISTORY     - 1963     MARK NOT FOUND   NGS
 DX3270
 DX3270                          STATION DESCRIPTION
 DX3270
 DX3270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX3270'1.2 MI NE FROM BREA.
 DX3270'0.8 MILE NORTHEAST ALONG BREA CANYON ROAD FROM THE GRAMMAR
 DX3270'SCHOOL AT THE NORTH EDGE OF BREA, 0.2 MILE NORTHEAST OF THE
 DX3270'JUNCTION OF THE BREA-LA HABRA ROAD, AT A CONCRETE CULVERT,
 DX3270'AND ON THE TOP OF THE WEST WING WALL.
 DX3270
 DX3270                          STATION RECOVERY (1963)
 DX3270
 DX3270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DX3270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1552 ***********************************************************************
 EW1552  DESIGNATION -  391.506 C OF LA
 EW1552  PID         -  EW1552
 EW1552  STATE/COUNTY-  CA/LOS ANGELES
 EW1552  USGS QUAD   -  HOLLYWOOD (1994)
 EW1552
 EW1552                         *CURRENT SURVEY CONTROL
 EW1552  ___________________________________________________________________
 EW1552* NAD 83(1986)-  34 06 04.     (N)    118 18 33.     (W)     SCALED    
 EW1552* NAVD 88     -       120.12   (+/-2cm)     394.1    (feet)  VERTCON   
 EW1552  ___________________________________________________________________
 EW1552  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW1552  VERT ORDER  -  THIRD (See Below)
 EW1552
 EW1552.The horizontal coordinates were scaled from a topographic map and have
 EW1552.an estimated accuracy of +/- 6 seconds.
 EW1552
 EW1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1552.The vertical order pertains to the NGVD 29 superseded value.
 EW1552
 EW1552.The geoid height was determined by GEOID03.
 EW1552
 EW1552;                    North         East    Units  Estimated Accuracy
 EW1552;SPC CA 5     -   566,720.    1,971,470.      MT  (+/- 180 meters Scaled)
 EW1552
 EW1552                          SUPERSEDED SURVEY CONTROL
 EW1552
 EW1552  NGVD 29 (??/??/??)  119.34   (m)          391.5    (f) RESET       3  
 EW1552
 EW1552.Superseded values are not recommended for survey control.
 EW1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1552.See file dsdata.txt to determine how the superseded data were derived.
 EW1552
 EW1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792741(NAD 83)
 EW1552_MARKER: B = BOLT
 EW1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1552_SP_SET: CATCH BASIN
 EW1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1552
 EW1552  HISTORY     - Date     Condition        Report By
 EW1552  HISTORY     - UNK      MONUMENTED       CA1980
 EW1552  HISTORY     - 1945     GOOD             NGS
 EW1552  HISTORY     - 1966     GOOD             NGS
 EW1552
 EW1552                          STATION DESCRIPTION
 EW1552
 EW1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1552'AT LOS ANGELES.
 EW1552'AT LOS ANGELES AT THE INTERSECTION OF WESTERN AVENUE AND
 EW1552'HOLLYWOOD BOULEVARD AND IN THE WEST CURB OF NORTH WESTERN
 EW1552'AVENUE, 20.0 FEET NORTH OF THE NORTH CURBLINE OF HOLLYWOOD
 EW1552'BOULEVARD AND IS IN THE SOUTH END OF A CATCH BASIN.  A 1/2-INCH
 EW1552'BOLT SET IN CONCRETE.
 EW1552
 EW1552                          STATION RECOVERY (1966)
 EW1552
 EW1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0421 ***********************************************************************
 DC0421  DESIGNATION -  3914.9 USGS
 DC0421  PID         -  DC0421
 DC0421  STATE/COUNTY-  CA/SAN DIEGO
 DC0421  USGS QUAD   -  DESCANSO (1988)
 DC0421
 DC0421                         *CURRENT SURVEY CONTROL
 DC0421  ___________________________________________________________________
 DC0421* NAD 83(1986)-  32 50 48.     (N)    116 32 54.     (W)     SCALED    
 DC0421* NAVD 88     -      1194.00   (+/-2cm)    3917.3    (feet)  VERTCON   
 DC0421  ___________________________________________________________________
 DC0421  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DC0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0421
 DC0421.The horizontal coordinates were scaled from a topographic map and have
 DC0421.an estimated accuracy of +/- 6 seconds.
 DC0421
 DC0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0421.The vertical order pertains to the NGVD 29 superseded value.
 DC0421
 DC0421.The geoid height was determined by GEOID03.
 DC0421
 DC0421;                    North         East    Units  Estimated Accuracy
 DC0421;SPC CA 6     -   575,450.    1,972,070.      MT  (+/- 180 meters Scaled)
 DC0421
 DC0421                          SUPERSEDED SURVEY CONTROL
 DC0421
 DC0421  NGVD 29 (??/??/??) 1193.252  (m)         3914.86   (f) ADJUSTED    2 0
 DC0421
 DC0421.Superseded values are not recommended for survey control.
 DC0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0421.See file dsdata.txt to determine how the superseded data were derived.
 DC0421
 DC0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS422343(NAD 83)
 DC0421_MARKER: Q = CHISELED SQUARE
 DC0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0421_SP_SET: CULVERT
 DC0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0421
 DC0421  HISTORY     - Date     Condition        Report By
 DC0421  HISTORY     - UNK      MONUMENTED       CGS
 DC0421  HISTORY     - 1935     GOOD             NGS
 DC0421
 DC0421                          STATION DESCRIPTION
 DC0421
 DC0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DC0421'0.9 MI SE FROM GUATAY.
 DC0421'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 80 FROM GUATAY, SAN
 DC0421'DIEGO COUNTY, ON THE SOUTHEAST END OF CULVERT NO. D 774.88,
 DC0421'23.6 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 DC0421'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.  A
 DC0421'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6500 ***********************************************************************
 EW6500  DESIGNATION -  392.520 C OF LA
 EW6500  PID         -  EW6500
 EW6500  STATE/COUNTY-  CA/LOS ANGELES
 EW6500  USGS QUAD   -  HOLLYWOOD (1994)
 EW6500
 EW6500                         *CURRENT SURVEY CONTROL
 EW6500  ___________________________________________________________________
 EW6500* NAD 83(1986)-  34 05 43.     (N)    118 22 22.     (W)     SCALED    
 EW6500* NAVD 88     -       120.42   (+/-2cm)     395.1    (feet)  VERTCON   
 EW6500  ___________________________________________________________________
 EW6500  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EW6500  VERT ORDER  -  THIRD (See Below)
 EW6500
 EW6500.The horizontal coordinates were scaled from a topographic map and have
 EW6500.an estimated accuracy of +/- 6 seconds.
 EW6500
 EW6500.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6500.The vertical order pertains to the NGVD 29 superseded value.
 EW6500
 EW6500.The geoid height was determined by GEOID03.
 EW6500
 EW6500;                    North         East    Units  Estimated Accuracy
 EW6500;SPC CA 5     -   566,100.    1,965,600.      MT  (+/- 180 meters Scaled)
 EW6500
 EW6500                          SUPERSEDED SURVEY CONTROL
 EW6500
 EW6500  NGVD 29 (??/??/??)  119.65   (m)          392.6    (f) RESET       3  
 EW6500
 EW6500.Superseded values are not recommended for survey control.
 EW6500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6500.See file dsdata.txt to determine how the superseded data were derived.
 EW6500
 EW6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT733735(NAD 83)
 EW6500_MARKER: S = SPIKE
 EW6500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6500_SP_SET: CONCRETE CATCH BASIN
 EW6500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6500
 EW6500  HISTORY     - Date     Condition        Report By
 EW6500  HISTORY     - UNK      MONUMENTED       CA1980
 EW6500  HISTORY     - 1945     GOOD             NGS
 EW6500
 EW6500                          STATION DESCRIPTION
 EW6500
 EW6500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW6500'AT LOS ANGELES.
 EW6500'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND KINGS
 EW6500'ROAD, IN THE NORTH CURB OF SUNSET BOULEVARD, 20.0 FEET WEST OF THE
 EW6500'WEST CURBLINE OF KINGS ROAD AND IN THE EAST END OF A CATCH BASIN.
 EW6500'A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0391 ***********************************************************************
 FU0391  DESIGNATION -  3920
 FU0391  PID         -  FU0391
 FU0391  STATE/COUNTY-  CA/KERN
 FU0391  USGS QUAD   -  MONOLITH (1992)
 FU0391
 FU0391                         *CURRENT SURVEY CONTROL
 FU0391  ___________________________________________________________________
 FU0391* NAD 83(1986)-  35 07 02.     (N)    118 20 16.     (W)     SCALED    
 FU0391* NAVD 88     -      1196.327  (meters)    3924.95   (feet)  ADJUSTED  
 FU0391  ___________________________________________________________________
 FU0391  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FU0391  DYNAMIC HT  -        1194.912 (meters)    3920.31  (feet)  COMP
 FU0391  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 FU0391
 FU0391  VERT ORDER  -  FIRST     CLASS I
 FU0391
 FU0391.The horizontal coordinates were scaled from a topographic map and have
 FU0391.an estimated accuracy of +/- 6 seconds.
 FU0391
 FU0391.The orthometric height was determined by differential leveling
 FU0391.and adjusted in June 1991.
 FU0391
 FU0391.The geoid height was determined by GEOID03.
 FU0391
 FU0391.The dynamic height is computed by dividing the NAVD 88
 FU0391.geopotential number by the normal gravity value computed on the
 FU0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0391.degrees latitude (g = 980.6199 gals.).
 FU0391
 FU0391.The modeled gravity was interpolated from observed gravity values.
 FU0391
 FU0391;                    North         East    Units  Estimated Accuracy
 FU0391;SPC CA 5     -   679,440.    1,969,210.      MT  (+/- 180 meters Scaled)
 FU0391
 FU0391                          SUPERSEDED SURVEY CONTROL
 FU0391
 FU0391  NGVD 29 (??/??/92) 1195.437  (m)         3922.03   (f) ADJ UNCH    1 1
 FU0391
 FU0391.Superseded values are not recommended for survey control.
 FU0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0391.See file dsdata.txt to determine how the superseded data were derived.
 FU0391
 FU0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU780868(NAD 83)
 FU0391_MARKER: P = PIPE CAP
 FU0391_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0391_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FU0391_STAMPING: 3920 B 1902 20
 FU0391_MARK LOGO: USGS  
 FU0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU0391+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 FU0391
 FU0391  HISTORY     - Date     Condition        Report By
 FU0391  HISTORY     - 1902     MONUMENTED       USGS
 FU0391  HISTORY     - 1953     GOOD             NGS
 FU0391  HISTORY     - 1973     GOOD             NGS
 FU0391  HISTORY     - 1977     GOOD             NGS
 FU0391  HISTORY     - 19890628 GOOD             NGS
 FU0391
 FU0391                          STATION DESCRIPTION
 FU0391
 FU0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0391'2 MI E FROM MONOLITH.
 FU0391'2.0 MILES EAST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD FROM
 FU0391'THE STATION AT MONOLITH, 3 1/2 POLES WEST OF AND ACROSS THE
 FU0391'TRACKS FROM MILEPOLE 367, 48.2 FEET WEST OF A TELEGRAPH POLE,
 FU0391'45.6 FEET NORTH OF THE NORTH RAIL, 34.1 FEET SOUTH OF THE CENTER
 FU0391'LINE OF U.S. HIGHWAY 466, 4 1/2 FEET NORTH OF A POINT IN LINE
 FU0391'WITH A ROW OF POLES BETWEEN THE TRACKS AND THE HIGHWAY, 1.0
 FU0391'FOOT SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 FU0391'TOP OF THE RAIL, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 FU0391'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 FU0391
 FU0391                          STATION RECOVERY (1973)
 FU0391
 FU0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0391'RECOVERED IN GOOD CONDITION.
 FU0391
 FU0391                          STATION RECOVERY (1977)
 FU0391
 FU0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0391'RECOVERED IN GOOD CONDITION.
 FU0391
 FU0391                          STATION RECOVERY (1989)
 FU0391
 FU0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0391'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.5 KM (3.40
 FU0391'MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC AND SANTA FE RAILROADS
 FU0391'FROM THE JUNCTION OF TEHACHAPI BOULEVARD IN MONOLITH.  CHANGE--U.S.
 FU0391'HIGHWAY 466, TO TEHACHAPI BOULEVARD.  DELETE--48.2 FEET WEST OF A
 FU0391'TELEGRAPH POLE, AND 4 1/2 FEET NORTH OF A POINT IN LINE WITH A ROW OF
 FU0391'POLES BETWEEN THE TRACKS AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0083 ***********************************************************************
 DX0083  DESIGNATION -  3920.54
 DX0083  PID         -  DX0083
 DX0083  STATE/COUNTY-  CA/RIVERSIDE
 DX0083  USGS QUAD   -  MALAPAI HILL (1988)
 DX0083
 DX0083                         *CURRENT SURVEY CONTROL
 DX0083  ___________________________________________________________________
 DX0083* NAD 83(1986)-  33 59 35.     (N)    116 01 18.     (W)     SCALED    
 DX0083* NAVD 88     -      1195.755  (meters)    3923.07   (feet)  ADJUSTED  
 DX0083  ___________________________________________________________________
 DX0083  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 DX0083  DYNAMIC HT  -        1194.243 (meters)    3918.11  (feet)  COMP
 DX0083  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 DX0083
 DX0083  VERT ORDER  -  FIRST     CLASS I
 DX0083
 DX0083.The horizontal coordinates were scaled from a topographic map and have
 DX0083.an estimated accuracy of +/- 6 seconds.
 DX0083
 DX0083.The orthometric height was determined by differential leveling
 DX0083.and adjusted in June 1991.
 DX0083
 DX0083.The geoid height was determined by GEOID03.
 DX0083
 DX0083.The dynamic height is computed by dividing the NAVD 88
 DX0083.geopotential number by the normal gravity value computed on the
 DX0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0083.degrees latitude (g = 980.6199 gals.).
 DX0083
 DX0083.The modeled gravity was interpolated from observed gravity values.
 DX0083
 DX0083;                    North         East    Units  Estimated Accuracy
 DX0083;SPC CA 6     -   702,580.    2,021,100.      MT  (+/- 180 meters Scaled)
 DX0083
 DX0083                          SUPERSEDED SURVEY CONTROL
 DX0083
 DX0083  NGVD 29 (??/??/92) 1194.968  (m)         3920.49   (f) ADJ UNCH    1 1
 DX0083
 DX0083.Superseded values are not recommended for survey control.
 DX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0083.See file dsdata.txt to determine how the superseded data were derived.
 DX0083
 DX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT903618(NAD 83)
 DX0083_MARKER: DD = SURVEY DISK
 DX0083_SETTING: 80 = SET IN A BOULDER
 DX0083_SP_SET: BOULDER
 DX0083_STAMPING: 18 3920.54 1967
 DX0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0083+STABILITY: SURFACE MOTION
 DX0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0083+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2007
 DX0083
 DX0083  HISTORY     - Date     Condition        Report By
 DX0083  HISTORY     - 1967     MONUMENTED       NPS
 DX0083  HISTORY     - 1974     GOOD             NGS
 DX0083  HISTORY     - 1978     GOOD             NGS
 DX0083  HISTORY     - 20070127 GOOD             INDIV
 DX0083
 DX0083                          STATION DESCRIPTION
 DX0083
 DX0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DX0083'11.7 MI S FROM TWENTYNINE PALMS.
 DX0083'1.05 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF ADOBE
 DX0083'ROAD AT TWENTYNINE PALMS, THENCE 4.0 MILES SOUTH ALONG UTAH TRAIL,
 DX0083'THENCE 6.65 MILES SOUTH ALONG PARK ROUTE 1, 0.65 MILE SOUTH OF THE
 DX0083'JUNCTION OF AN ASPHALT ROAD LEADING EAST TO BELLE CAMPGROUND,
 DX0083'60 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 DX0083'22 BY 24-FOOT DOME SHAPED GRANITE BOULDER WHICH PROJECTS ABOUT
 DX0083'5 1/2 FEET ABOVE THE GROUND, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 DX0083'ROAD.  SEC 14, T2S, R9E.
 DX0083
 DX0083                          STATION RECOVERY (1978)
 DX0083
 DX0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0083'RECOVERED IN GOOD CONDITION.
 DX0083
 DX0083                          STATION RECOVERY (2007)
 DX0083
 DX0083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BWS)
 DX0083'UPDATED LAT/LON UTILIZING GARMEN ETREX LEGAND HAND HELD GPS WAAS
 DX0083'ENABLED, OBS TIME 10 MIN. 33 59 36.42 (N) 116 01 19.2 (W) DATUM WGS84,
 DX0083' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0392 ***********************************************************************
 FU0392  DESIGNATION -  3921
 FU0392  PID         -  FU0392
 FU0392  STATE/COUNTY-  CA/KERN
 FU0392  USGS QUAD   -  MONOLITH (1992)
 FU0392
 FU0392                         *CURRENT SURVEY CONTROL
 FU0392  ___________________________________________________________________
 FU0392* NAD 83(1986)-  35 06 44.     (N)    118 19 41.     (W)     SCALED    
 FU0392* NAVD 88     -      1196.918  (meters)    3926.89   (feet)  ADJUSTED  
 FU0392  ___________________________________________________________________
 FU0392  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FU0392  DYNAMIC HT  -        1195.495 (meters)    3922.22  (feet)  COMP
 FU0392  MODELED GRAV-     979,403.5   (mgal)                       NAVD 88
 FU0392
 FU0392  VERT ORDER  -  FIRST     CLASS I
 FU0392
 FU0392.The horizontal coordinates were scaled from a topographic map and have
 FU0392.an estimated accuracy of +/- 6 seconds.
 FU0392
 FU0392.The orthometric height was determined by differential leveling
 FU0392.and adjusted in June 1991.
 FU0392
 FU0392.The geoid height was determined by GEOID03.
 FU0392
 FU0392.The dynamic height is computed by dividing the NAVD 88
 FU0392.geopotential number by the normal gravity value computed on the
 FU0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0392.degrees latitude (g = 980.6199 gals.).
 FU0392
 FU0392.The modeled gravity was interpolated from observed gravity values.
 FU0392
 FU0392;                    North         East    Units  Estimated Accuracy
 FU0392;SPC CA 5     -   678,890.    1,970,100.      MT  (+/- 180 meters Scaled)
 FU0392
 FU0392                          SUPERSEDED SURVEY CONTROL
 FU0392
 FU0392  NGVD 29 (??/??/92) 1196.008  (m)         3923.90   (f) ADJ UNCH    1 1
 FU0392
 FU0392.Superseded values are not recommended for survey control.
 FU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0392.See file dsdata.txt to determine how the superseded data were derived.
 FU0392
 FU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU789862(NAD 83)
 FU0392_MARKER: DD = SURVEY DISK
 FU0392_SETTING: 66 = SET IN ROCK OUTCROP
 FU0392_SP_SET: IN A DRILL HOLE IN BEDROCK
 FU0392_STAMPING: 3921 1914 21
 FU0392_MARK LOGO: USGS  
 FU0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0392+STABILITY: POSITION/ELEVATION WELL
 FU0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FU0392+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989
 FU0392
 FU0392  HISTORY     - Date     Condition        Report By
 FU0392  HISTORY     - 1914     MONUMENTED       USGS
 FU0392  HISTORY     - 1953     GOOD             NGS
 FU0392  HISTORY     - 1973     GOOD             NGS
 FU0392  HISTORY     - 1977     GOOD             NGS
 FU0392  HISTORY     - 19890628 GOOD             NGS
 FU0392
 FU0392                          STATION DESCRIPTION
 FU0392
 FU0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0392'2.7 MI E FROM MONOLITH.
 FU0392'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD FROM
 FU0392'THE STATION AT MONOLITH, SET IN THE FACE OF A LARGE OUTCROP,
 FU0392'AT THE APPROXIMATE CENTER OF THE SOUTH SIDE OF A ROCKY HILL,
 FU0392'172.3 FEET NORTH OF THE NORTH RAIL (MEASURED FROM A POINT 2 1/2
 FU0392'RAILS WEST OF CULVERT 367.54), 97.5 FEET NORTHWEST OF THE WEST
 FU0392'END OF THE NORTH CONCRETE HEAD WALL OF A 24-INCH CORRUGATED
 FU0392'METAL PIPE CULVERT, 53.1 FEET NORTH OF THE CENTER LINE OF U.S.
 FU0392'HIGHWAY 466, 6.7 FEET NORTH OF A FENCE, 6.7 FEET EAST OF THE
 FU0392'WEST POINT OF THE OUTCROP, SET AT AN ANGLE, ABOUT 2 1/2 FEET
 FU0392'ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE TRACKS.
 FU0392
 FU0392                          STATION RECOVERY (1973)
 FU0392
 FU0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0392'RECOVERED IN GOOD CONDITION.
 FU0392
 FU0392                          STATION RECOVERY (1977)
 FU0392
 FU0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0392'RECOVERED IN GOOD CONDITION.
 FU0392
 FU0392                          STATION RECOVERY (1989)
 FU0392
 FU0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0392'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.5 KM (3.40
 FU0392'MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC AND SANTA FE RAILROADS
 FU0392'FROM THE JUNCTION OF TEHACHAPI BOULEVARD IN MONOLITH.  CHANGE--U.S.
 FU0392'HIGHWAY 466, TO TEHACHAPI BOULEVARD.  DELETE--(MEASURED FROM A POINT
 FU0392'2 1/2 RAILS WEST OF CULVERT 367.54).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0292 ***********************************************************************
 GT0292  DESIGNATION -  3926
 GT0292  PID         -  GT0292
 GT0292  STATE/COUNTY-  CA/INYO
 GT0292  USGS QUAD   -  INDEPENDENCE (1994)
 GT0292
 GT0292                         *CURRENT SURVEY CONTROL
 GT0292  ___________________________________________________________________
 GT0292* NAD 83(1986)-  36 48 07.     (N)    118 12 12.     (W)     SCALED    
 GT0292* NAVD 88     -      1197.832  (meters)    3929.89   (feet)  ADJUSTED  
 GT0292  ___________________________________________________________________
 GT0292  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 GT0292  DYNAMIC HT  -        1196.455 (meters)    3925.37  (feet)  COMP
 GT0292  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 GT0292
 GT0292  VERT ORDER  -  FIRST     CLASS II
 GT0292
 GT0292.The horizontal coordinates were scaled from a topographic map and have
 GT0292.an estimated accuracy of +/- 6 seconds.
 GT0292
 GT0292.The orthometric height was determined by differential leveling
 GT0292.and adjusted in June 1991.
 GT0292
 GT0292.The geoid height was determined by GEOID03.
 GT0292
 GT0292.The dynamic height is computed by dividing the NAVD 88
 GT0292.geopotential number by the normal gravity value computed on the
 GT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0292.degrees latitude (g = 980.6199 gals.).
 GT0292
 GT0292.The modeled gravity was interpolated from observed gravity values.
 GT0292
 GT0292;                    North         East    Units  Estimated Accuracy
 GT0292;SPC CA 4     -   663,260.    2,071,090.      MT  (+/- 180 meters Scaled)
 GT0292
 GT0292                          SUPERSEDED SURVEY CONTROL
 GT0292
 GT0292  NGVD 29 (??/??/92) 1196.707  (m)         3926.20   (f) ADJ UNCH    1 2
 GT0292
 GT0292.Superseded values are not recommended for survey control.
 GT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0292.See file dsdata.txt to determine how the superseded data were derived.
 GT0292
 GT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA926735(NAD 83)
 GT0292_MARKER: DD = SURVEY DISK
 GT0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0292_SP_SET: BALISTRADE
 GT0292_STAMPING: 3926 B 5 B 1905
 GT0292_MARK LOGO: USGS  
 GT0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GT0292+STABILITY: POSITION/ELEVATION WELL
 GT0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GT0292+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1997
 GT0292
 GT0292  HISTORY     - Date     Condition        Report By
 GT0292  HISTORY     - 1905     MONUMENTED       USGS
 GT0292  HISTORY     - 1962     GOOD             NGS
 GT0292  HISTORY     - 1987     GOOD             NGS
 GT0292  HISTORY     - 19971109 GOOD             NGS
 GT0292
 GT0292                          STATION DESCRIPTION
 GT0292
 GT0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0292'AT INDEPENDENCE.
 GT0292'AT INDEPENDENCE, AT THE COUNTY COURTHOUSE, SET VERTICALLY IN THE
 GT0292'WEST-SOUTHWEST FACE OF THE SOUTH-SOUTHEAST ONE OF TWO BALISTRADES
 GT0292'AT THE WEST-SOUTHWEST (MAIN) ENTRANCE, 15 1/2 FEET SOUTH-SOUTHEAST
 GT0292'OF THE CENTER OF THE STEPS LEADING INTO THE BUILDING, 2.0 FEET
 GT0292'ABOVE THE FIRST LANDING ABOVE THE GROUND, AND ABOUT 3 1/2 FEET
 GT0292'ABOVE THE GROUND.
 GT0292
 GT0292                          STATION RECOVERY (1987)
 GT0292
 GT0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GT0292'RECOVERED IN GOOD CONDITION.
 GT0292
 GT0292                          STATION RECOVERY (1997)
 GT0292
 GT0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DW)
 GT0292'GRAVITY BASE STATION 'INDEPENDENCE', USGS CH234, C 234, IS ON FIFTH
 GT0292'STEP JUST BELOW DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1084 ***********************************************************************
 LU1084  DESIGNATION -  3926 USGS
 LU1084  PID         -  LU1084
 LU1084  STATE/COUNTY-  CA/TRINITY
 LU1084  USGS QUAD   -  
 LU1084
 LU1084                         *CURRENT SURVEY CONTROL
 LU1084  ___________________________________________________________________
 LU1084* NAD 83(1986)-  40 24 18.     (N)    123 04 47.     (W)     SCALED    
 LU1084* NAVD 88     -      1197.58   (+/-2cm)    3929.1    (feet)  VERTCON   
 LU1084  ___________________________________________________________________
 LU1084  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 LU1084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1084
 LU1084.The horizontal coordinates were scaled from a topographic map and have
 LU1084.an estimated accuracy of +/- 6 seconds.
 LU1084
 LU1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1084.The vertical order pertains to the NGVD 29 superseded value.
 LU1084
 LU1084.The geoid height was determined by GEOID03.
 LU1084
 LU1084;                    North         East    Units  Estimated Accuracy
 LU1084;SPC CA 1     -   619,560.    1,908,360.      MT  (+/- 180 meters Scaled)
 LU1084
 LU1084                          SUPERSEDED SURVEY CONTROL
 LU1084
 LU1084  NGVD 29 (??/??/92) 1196.631  (m)         3925.95   (f) ADJ UNCH    2 0
 LU1084
 LU1084.Superseded values are not recommended for survey control.
 LU1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1084.See file dsdata.txt to determine how the superseded data were derived.
 LU1084
 LU1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK932727(NAD 83)
 LU1084_MARKER: S = SPIKE
 LU1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1084_SP_SET: SALT CREEK GRADE
 LU1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1084
 LU1084  HISTORY     - Date     Condition        Report By
 LU1084  HISTORY     - 1949     MONUMENTED       USGS
 LU1084  HISTORY     - 1949     GOOD             NGS
 LU1084
 LU1084                          STATION DESCRIPTION
 LU1084
 LU1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1084'1.5 MI NW FROM WILDWOOD.
 LU1084'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE WILDWOOD INN
 LU1084'AT WILDWOOD, AT THE SUMMIT OF SALT CREEK GRADE, 110 FEET WEST OF
 LU1084'THE CENTER LINE OF AN OLD ABANDONED ROAD, 12 FEET SOUTH OF THE
 LU1084'CENTER LINE OF THE HIGHWAY, A RAILROAD SPIKE IN THE BASE OF THE
 LU1084'NORTH SIDE OF A 24-INCH FIR TREE, AND ABOUT 0.3 FOOT LOWER THAN
 LU1084'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0471 ***********************************************************************
 MW0471  DESIGNATION -  3929.9 USGS
 MW0471  PID         -  MW0471
 MW0471  STATE/COUNTY-  CA/SHASTA
 MW0471  USGS QUAD   -  EAST OF PONDOSA (1995)
 MW0471
 MW0471                         *CURRENT SURVEY CONTROL
 MW0471  ___________________________________________________________________
 MW0471* NAD 83(1986)-  41 09 07.     (N)    121 36 20.     (W)     SCALED    
 MW0471* NAVD 88     -      1199.032  (meters)    3933.82   (feet)  ADJUSTED  
 MW0471  ___________________________________________________________________
 MW0471  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 MW0471  DYNAMIC HT  -        1198.205 (meters)    3931.11  (feet)  COMP
 MW0471  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 MW0471
 MW0471  VERT ORDER  -  SECOND    CLASS 0
 MW0471
 MW0471.The horizontal coordinates were scaled from a topographic map and have
 MW0471.an estimated accuracy of +/- 6 seconds.
 MW0471
 MW0471.The orthometric height was determined by differential leveling
 MW0471.and adjusted in June 1991.
 MW0471
 MW0471.The geoid height was determined by GEOID03.
 MW0471
 MW0471.The dynamic height is computed by dividing the NAVD 88
 MW0471.geopotential number by the normal gravity value computed on the
 MW0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0471.degrees latitude (g = 980.6199 gals.).
 MW0471
 MW0471.The modeled gravity was interpolated from observed gravity values.
 MW0471
 MW0471;                    North         East    Units  Estimated Accuracy
 MW0471;SPC CA 1     -   702,010.    2,033,110.      MT  (+/- 180 meters Scaled)
 MW0471
 MW0471                          SUPERSEDED SURVEY CONTROL
 MW0471
 MW0471  NGVD 29 (??/??/??) 1198.015  (m)         3930.49   (f) ADJUSTED    2 0
 MW0471
 MW0471.Superseded values are not recommended for survey control.
 MW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0471.See file dsdata.txt to determine how the superseded data were derived.
 MW0471
 MW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL170565(NAD 83)
 MW0471_MARKER: R = RIVET
 MW0471_SETTING: 0 = UNSPECIFIED SETTING
 MW0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0471
 MW0471  HISTORY     - Date     Condition        Report By
 MW0471  HISTORY     - UNK      MONUMENTED       USGS
 MW0471  HISTORY     - 1936     GOOD             NGS
 MW0471  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0471
 MW0471                          STATION DESCRIPTION
 MW0471
 MW0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0471'6.1 MI SE FROM BEAR FLAT.
 MW0471'6.1 MILES SOUTHEAST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS
 MW0471'ROAD FROM BEAR FLAT, SHASTA COUNTY, 25 FEET NORTHEAST OF FOREST
 MW0471'SERVICE TELEPHONE POLE 17/11, 23 FEET SOUTH OF THE CENTERLINE
 MW0471'OF THE ROAD, AND IN THE BASE OF A 48-INCH YELLOW-PINE TREE
 MW0471'PAINTED 3929.9.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MW0471'COPPER RIVET.
 MW0471
 MW0471                          STATION RECOVERY (1986)
 MW0471
 MW0471'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1512 ***********************************************************************
 EW1512  DESIGNATION -  393.028 C OF LA
 EW1512  PID         -  EW1512
 EW1512  STATE/COUNTY-  CA/LOS ANGELES
 EW1512  USGS QUAD   -  HOLLYWOOD (1994)
 EW1512
 EW1512                         *CURRENT SURVEY CONTROL
 EW1512  ___________________________________________________________________
 EW1512* NAD 83(1986)-  34 05 52.     (N)    118 21 41.     (W)     SCALED    
 EW1512* NAVD 88     -       120.57   (+/-2cm)     395.6    (feet)  VERTCON   
 EW1512  ___________________________________________________________________
 EW1512  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EW1512  VERT ORDER  -  THIRD (See Below)
 EW1512
 EW1512.The horizontal coordinates were scaled from a topographic map and have
 EW1512.an estimated accuracy of +/- 6 seconds.
 EW1512
 EW1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1512.The vertical order pertains to the NGVD 29 superseded value.
 EW1512
 EW1512.The geoid height was determined by GEOID03.
 EW1512
 EW1512;                    North         East    Units  Estimated Accuracy
 EW1512;SPC CA 5     -   566,370.    1,966,650.      MT  (+/- 180 meters Scaled)
 EW1512
 EW1512                          SUPERSEDED SURVEY CONTROL
 EW1512
 EW1512  NGVD 29 (??/??/??)  119.80   (m)          393.0    (f) RESET       3  
 EW1512
 EW1512.Superseded values are not recommended for survey control.
 EW1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1512.See file dsdata.txt to determine how the superseded data were derived.
 EW1512
 EW1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT744738(NAD 83)
 EW1512_MARKER: S = SPIKE
 EW1512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1512_SP_SET: CATCH BASIN
 EW1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1512
 EW1512  HISTORY     - Date     Condition        Report By
 EW1512  HISTORY     - UNK      MONUMENTED       CA1980
 EW1512  HISTORY     - 1945     GOOD             NGS
 EW1512
 EW1512                          STATION DESCRIPTION
 EW1512
 EW1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1512'AT LOS ANGELES.
 EW1512'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND FAIRFAX
 EW1512'AVENUE, IN THE SOUTH CURB OF SUNSET BOULEVARD, 18.3 FEET WEST OF THE
 EW1512'WEST CURBLINE OF FAIRFAX AVENUE AND IN THE EAST END OF A CATCH
 EW1512'BASIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0084 ***********************************************************************
 HT0084  DESIGNATION -  393.97 EBMUD
 HT0084  PID         -  HT0084
 HT0084  STATE/COUNTY-  CA/CONTRA COSTA
 HT0084  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0084
 HT0084                         *CURRENT SURVEY CONTROL
 HT0084  ___________________________________________________________________
 HT0084* NAD 83(1986)-  37 53 32.     (N)    122 08 50.     (W)     SCALED    
 HT0084* NAVD 88     -       121.06   (+/-2cm)     397.2    (feet)  VERTCON   
 HT0084  ___________________________________________________________________
 HT0084  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0084  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0084
 HT0084.The horizontal coordinates were scaled from a topographic map and have
 HT0084.an estimated accuracy of +/- 6 seconds.
 HT0084
 HT0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0084.The vertical order pertains to the NGVD 29 superseded value.
 HT0084
 HT0084.The geoid height was determined by GEOID03.
 HT0084
 HT0084;                    North         East    Units  Estimated Accuracy
 HT0084;SPC CA 3     -   655,790.    1,855,130.      MT  (+/- 180 meters Scaled)
 HT0084
 HT0084                          SUPERSEDED SURVEY CONTROL
 HT0084
 HT0084  NGVD 29 (??/??/92)  120.219  (m)          394.42   (f) ADJ UNCH    1 2
 HT0084
 HT0084.Superseded values are not recommended for survey control.
 HT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0084.See file dsdata.txt to determine how the superseded data were derived.
 HT0084
 HT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG749942(NAD 83)
 HT0084_MARKER: DD = SURVEY DISK
 HT0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0084_SP_SET: CONCRETE MANHOLE
 HT0084_STAMPING: 393.97 4752+72.30
 HT0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0084+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 HT0084
 HT0084  HISTORY     - Date     Condition        Report By
 HT0084  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0084  HISTORY     - 1958     GOOD             NGS
 HT0084  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0084  HISTORY     - 20050725 GOOD             GEOCAC
 HT0084
 HT0084                          STATION DESCRIPTION
 HT0084
 HT0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0084'1.8 MI W FROM LAFAYETTE.
 HT0084'1.7 MILES WEST ALONG MOUNT DIABLO BOULEVARD FROM THE T JUNCTION
 HT0084'OF MORAGA ROAD AT LA FAYETTE, THENCE 0.05 MILE NORTH ALONG
 HT0084'SUNNYBROOK DRIVE, THENCE 0.05 MILE WEST ALONG WINDMILL ROAD, AT
 HT0084'AQUEDUCT STATION 4753, IN THE TOP OF THE NORTHWEST SIDE OF THE
 HT0084'CONCRETE MANHOLE, 47 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE
 HT0084'CENTER LINE OF WINDMILL ROAD, ABOUT 15 FEET LOWER THAN THE ROAD,
 HT0084'AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 HT0084
 HT0084                          STATION RECOVERY (1987)
 HT0084
 HT0084'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0084'MARK NOT FOUND.
 HT0084
 HT0084                          STATION RECOVERY (2005)
 HT0084
 HT0084'RECOVERY NOTE BY GEOCACHING 2005
 HT0084'RECOVERED IN GOOD CONDITION AT N 37  53.530 W 122  08.837 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0291 ***********************************************************************
 GT0291  DESIGNATION -  3935.36
 GT0291  PID         -  GT0291
 GT0291  STATE/COUNTY-  CA/INYO
 GT0291  USGS QUAD   -  INDEPENDENCE (1994)
 GT0291
 GT0291                         *CURRENT SURVEY CONTROL
 GT0291  ___________________________________________________________________
 GT0291* NAD 83(1986)-  36 47 55.     (N)    118 11 46.     (W)     SCALED    
 GT0291* NAVD 88     -      1200.758  (meters)    3939.49   (feet)  ADJUSTED  
 GT0291  ___________________________________________________________________
 GT0291  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 GT0291  DYNAMIC HT  -        1199.381 (meters)    3934.97  (feet)  COMP
 GT0291  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 GT0291
 GT0291  VERT ORDER  -  FIRST     CLASS II
 GT0291
 GT0291.The horizontal coordinates were scaled from a topographic map and have
 GT0291.an estimated accuracy of +/- 6 seconds.
 GT0291
 GT0291.The orthometric height was determined by differential leveling
 GT0291.and adjusted in June 1991.
 GT0291
 GT0291.The geoid height was determined by GEOID03.
 GT0291
 GT0291.The dynamic height is computed by dividing the NAVD 88
 GT0291.geopotential number by the normal gravity value computed on the
 GT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GT0291.degrees latitude (g = 980.6199 gals.).
 GT0291
 GT0291.The modeled gravity was interpolated from observed gravity values.
 GT0291
 GT0291;                    North         East    Units  Estimated Accuracy
 GT0291;SPC CA 4     -   662,890.    2,071,740.      MT  (+/- 180 meters Scaled)
 GT0291
 GT0291                          SUPERSEDED SURVEY CONTROL
 GT0291
 GT0291  NGVD 29 (??/??/92) 1199.636  (m)         3935.81   (f) ADJ UNCH    1 2
 GT0291
 GT0291.Superseded values are not recommended for survey control.
 GT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0291.See file dsdata.txt to determine how the superseded data were derived.
 GT0291
 GT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA932731(NAD 83)
 GT0291_MARKER: DD = SURVEY DISK
 GT0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0291_SP_SET: CULVERT
 GT0291_STAMPING: 3935.36
 GT0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0291
 GT0291  HISTORY     - Date     Condition        Report By
 GT0291  HISTORY     - UNK      MONUMENTED       CADH
 GT0291  HISTORY     - 1962     GOOD             NGS
 GT0291  HISTORY     - 1987     MARK NOT FOUND   NGS
 GT0291
 GT0291                          STATION DESCRIPTION
 GT0291
 GT0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 GT0291'0.4 MI SE FROM INDEPENDENCE.
 GT0291'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAYS 395 AND 6 FROM THE COUNTY
 GT0291'COURTHOUSE AT INDEPENDENCE, AT THE JUNCTION OF CITRUS ROAD, IN
 GT0291'THE TOP OF THE CENTER OF THE WEST-SOUTHWEST CONCRETE HEAD WALL OF
 GT0291'24-INCH PIPE CULVERT M-541-65, 145 FEET SOUTH-SOUTHEAST OF THE
 GT0291'CENTER LINE OF THE ROAD, 23 FEET WEST-SOUTHWEST OF THE CENTER
 GT0291'LINE OF THE HIGHWAY, 3.7 FEET SOUTH-SOUTHEAST OF A WOODEN GUARD
 GT0291'RAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 GT0291
 GT0291                          STATION RECOVERY (1987)
 GT0291
 GT0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GT0291'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ1576 ***********************************************************************
 DZ1576  DESIGNATION -  394 7 Z
 DZ1576  PID         -  DZ1576
 DZ1576  STATE/COUNTY-  CA/SANTA BARBARA
 DZ1576  USGS QUAD   -  CASMALIA (1982)
 DZ1576
 DZ1576                         *CURRENT SURVEY CONTROL
 DZ1576  ___________________________________________________________________
 DZ1576* NAD 83(1992)-  34 50 15.46060(N)    120 35 04.53725(W)     ADJUSTED  
 DZ1576* NAVD 88     -        93.78   (+/-2cm)     307.7    (feet)  VERTCON   
 DZ1576  ___________________________________________________________________
 DZ1576  EPOCH DATE  -        1991.35
 DZ1576  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DZ1576  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DZ1576  HORZ ORDER  -  FIRST
 DZ1576  VERT ORDER  -  THIRD ? (See Below)
 DZ1576
 DZ1576.The horizontal coordinates were established by classical geodetic methods
 DZ1576.and adjusted by the National Geodetic Survey in June 1996.
 DZ1576.The horizontal coordinates are valid at the epoch date displayed above.
 DZ1576.The epoch date for horizontal control is a decimal equivalence
 DZ1576.of Year/Month/Day.
 DZ1576
 DZ1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ1576.The vertical order pertains to the NGVD 29 superseded value.
 DZ1576
 DZ1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DZ1576
 DZ1576.The geoid height was determined by GEOID03.
 DZ1576
 DZ1576;                    North         East     Units Scale Factor Converg.
 DZ1576;SPC CA 5     -   651,415.360 1,763,636.230   MT  0.99992326   -1 28 23.7
 DZ1576;SPC CA 5     - 2,137,185.23  5,786,196.53   sFT  0.99992326   -1 28 23.7
 DZ1576;UTM  10      - 3,857,697.278   720,867.245   MT  1.00020128   +1 22 49.3
 DZ1576
 DZ1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DZ1576!SPC CA 5     -   0.99999089  x   0.99992326  =   0.99991415
 DZ1576!UTM  10      -   0.99999089  x   1.00020128  =   1.00019217
 DZ1576
 DZ1576|---------------------------------------------------------------------|
 DZ1576| PID    Reference Object                     Distance      Geod. Az  |
 DZ1576|                                                           dddmmss.s |
 DZ1576| CC1242 394 7 Z RM 1                          8.136 METERS 20559     |
 DZ1576| CC1243 394 7 Z RM 2                                       29721     |
 DZ1576| DZ0585 REEF 2                              APPROX. 6.9 KM 3141715.5 |
 DZ1576|---------------------------------------------------------------------|
 DZ1576
 DZ1576                          SUPERSEDED SURVEY CONTROL
 DZ1576
 DZ1576  NAD 83(1986)-  34 50 15.46571(N)    120 35 04.52118(W) AD(1984.00) 1
 DZ1576  NAD 27      -  34 50 15.54082(N)    120 35 00.91337(W) AD(       ) 1
 DZ1576  NGVD 29 (07/19/86)   92.97   (m)          305.0    (f) LEVELING    3  
 DZ1576
 DZ1576.Superseded values are not recommended for survey control.
 DZ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ1576.See file dsdata.txt to determine how the superseded data were derived.
 DZ1576
 DZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2086757697(NAD 83)
 DZ1576_MARKER: Z = SEE DESCRIPTION
 DZ1576_SETTING: 0 = UNSPECIFIED SETTING
 DZ1576
 DZ1576  HISTORY     - Date     Condition        Report By
 DZ1576  HISTORY     - 1963     MONUMENTED       LOCENG
 DZ1576
 DZ1576                          STATION DESCRIPTION
 DZ1576
 DZ1576'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 DZ1576'STATION IS MARKED BY AN AIR PHOTOGRAPHIC AND CHARTING SERVICE DISK
 DZ1576'STAMPED--394 7 Z 1963 AND IS SET IN TOP OF A 12 INCH SQUARE CONCRETE
 DZ1576'MONUMENT WHICH PROJECTS 0.2 FOOT ABOVE GROUND SURFACE.  IT IS SET
 DZ1576'BETWEEN TWO 4 INCH SQUARE WOODEN WITNESS POSTS.  IT IS 40.3 FEET
 DZ1576'NORTH OF CENTERLINE OF TRAIL AND 14.6 FEET SOUTH-SOUTHEAST OF
 DZ1576'EAST-NORTHEAST - WEST-SOUTHWEST FENCELINE.
 DZ1576'
 DZ1576'THE STATION IS LOCATED 2-3/4 MILES WEST OF CASMALIA, CALIFORNIA,
 DZ1576'5-1/2 MILES SOUTHEAST OF POINT SAL AND 5 MILES NORTH-NORTHEAST OF
 DZ1576'PURISMA POINT ON NORTH VANDENBERG AIR FORCE BASE.  IT IS SET ON
 DZ1576'TOP OF A HILL SOUTH OF CUT MADE BY SOUTHERN PACIFIC RAILWAY.
 DZ1576'
 DZ1576'TO REACH THE STATION FROM THE MAIN GATE TO VANDENBERG AIR FORCE
 DZ1576'BASE GO WEST AND NORTHWEST ON THE LOMPOC-CASMALIA ROAD FOR 5.0
 DZ1576'MILES TO JUNCTION WITH SIDE ROAD LEFT.  (CURLEY ROAD ALSO TITAN
 DZ1576'GATE).  TURN LEFT AND GO WEST 0.65 MILE, PASSING GUARD POST, TO A
 DZ1576'CROSSROAD.  TURN RIGHT ON EL RANCHO ROAD AND GO NORTH FOR 2.9
 DZ1576'MILES TO JUNCTION WITH ANTENNA ROAD ON THE LEFT.  (RAILWAY
 DZ1576'OVERPASS JUST AHEAD).  TURN LEFT AND GO WEST FOR 0.4 MILE TO TOP
 DZ1576'OF HILL AND CROSSROADS.  BUILDING NUMBER 1937 IS STRAIGHT
 DZ1576'AHEAD.  TURN RIGHT ON TRAIL AND GO NORTH FOR 0.15 MILE TO A
 DZ1576'TRAIL FORK.  TAKE LEFT FORK AND GO NORTH THROUGH AN ANTENNA
 DZ1576'FIELD FOR 0.65 MILE TO STATION SITE NEAR FENCELINE ON THE
 DZ1576'RIGHT.
 DZ1576'
 DZ1576'REFERENCE MARK 1 IS AN AIR PHOTOGRAPHIC AND CHARTING SERVICE DISK
 DZ1576'STAMPED--RM NO 1 394 7 Z 1963 AND IS SET IN TOP OF A 8 INCH
 DZ1576'DIAMETER CONCRETE POST WHICH IS FLUSH WITH GROUND SURFACE.  IT IS
 DZ1576'MARKED BY TWO 4 INCH SQUARE WOODEN WITNESS POSTS.  IT IS 11.5
 DZ1576'FEET NORTH OF CENTERLINE OF TRAIL AND 39.3 FEET SOUTH-SOUTHEAST
 DZ1576'OF FENCELINE.
 DZ1576'
 DZ1576'REFERENCE MARK 2 IS AN AIR PHOTOGRAPHIC AND CHARTING SERVICE DISK
 DZ1576'STAMPED--RM NO 2 394 7 Z 1963 AND IS SET IN TOP OF A 8 INCH
 DZ1576'DIAMETER CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND
 DZ1576'SURFACE.  IT IS MARKED BY ONE 4 INCH SQUARE WOODEN WITNESS
 DZ1576'POST.  IT IS 40.9 FEET NORTH OF CENTERLINE OF TRAIL AND 3.2 FEET
 DZ1576'SOUTH-SOUTHEAST OF FENCELINE.
 DZ1576'
 DZ1576'AZIMUTH MARK IS USC AND GS STATION REEF 2 1933.  SEE USC AND GS
 DZ1576'DESCRIPTION CARD FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0228 ***********************************************************************
 DX0228  DESIGNATION -  3948 T
 DX0228  PID         -  DX0228
 DX0228  STATE/COUNTY-  CA/SAN DIEGO
 DX0228  USGS QUAD   -  SANTA YSABEL (1988)
 DX0228
 DX0228                         *CURRENT SURVEY CONTROL
 DX0228  ___________________________________________________________________
 DX0228* NAD 83(1986)-  33 04 40.     (N)    116 37 50.     (W)     SCALED    
 DX0228* NAVD 88     -      1204.54   (+/-2cm)    3951.9    (feet)  VERTCON   
 DX0228  ___________________________________________________________________
 DX0228  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DX0228  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0228
 DX0228.The horizontal coordinates were scaled from a topographic map and have
 DX0228.an estimated accuracy of +/- 6 seconds.
 DX0228
 DX0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0228.The vertical order pertains to the NGVD 29 superseded value.
 DX0228
 DX0228.The geoid height was determined by GEOID03.
 DX0228
 DX0228;                    North         East    Units  Estimated Accuracy
 DX0228;SPC CA 6     -   601,110.    1,964,470.      MT  (+/- 180 meters Scaled)
 DX0228
 DX0228                          SUPERSEDED SURVEY CONTROL
 DX0228
 DX0228  NGVD 29 (??/??/??) 1203.780  (m)         3949.40   (f) ADJUSTED    1 2
 DX0228
 DX0228.Superseded values are not recommended for survey control.
 DX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0228.See file dsdata.txt to determine how the superseded data were derived.
 DX0228
 DX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS344599(NAD 83)
 DX0228_MARKER: P = PIPE CAP
 DX0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0228_STAMPING: 3948 T
 DX0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0228
 DX0228  HISTORY     - Date     Condition        Report By
 DX0228  HISTORY     - UNK      MONUMENTED       USGS
 DX0228  HISTORY     - 1956     GOOD             NGS
 DX0228  HISTORY     - 1960     GOOD             NGS
 DX0228
 DX0228                          STATION DESCRIPTION
 DX0228
 DX0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0228'1.7 MI W FROM JULIAN.
 DX0228'1.7 MILES WEST ALONG STATE HIGHWAY 78 AND 79 FROM THE POST OFFICE
 DX0228'AT JULIAN, 148 1/2 FEET EAST OF THE SOUTH END OF 10-INCH
 DX0228'CORRUGATED METAL PIPE CULVERT B-10.48, 36 FEET WEST OF POWER
 DX0228'LINE POLE 17879, 23.9 FEET SOUTH OF THE CENTER LINE OF THE
 DX0228'HIGHWAY, 3.7 FEET NORTH OF A FENCE, 2.3 FEET NORTHEAST OF A
 DX0228'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND RIVETED
 DX0228'ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.5 FOOT
 DX0228'ABOVE THE GROUND.
 DX0228
 DX0228                          STATION RECOVERY (1960)
 DX0228
 DX0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DX0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6387 ***********************************************************************
 DH6387  DESIGNATION -  395 LAS 1.75
 DH6387  PID         -  DH6387
 DH6387  STATE/COUNTY-  CA/LASSEN
 DH6387  USGS QUAD   -  EVANS CANYON (1978)
 DH6387
 DH6387                         *CURRENT SURVEY CONTROL
 DH6387  ___________________________________________________________________
 DH6387* NAD 83(2007)-  39 44 00.57014(N)    120 02 19.50431(W)     ADJUSTED  
 DH6387* NAVD 88     -      1518.2    (meters)    4981.     (feet)  GPS OBS   
 DH6387  ___________________________________________________________________
 DH6387  EPOCH DATE  -        2007.00
 DH6387  X           -  -2,459,289.368 (meters)                     COMP
 DH6387  Y           -  -4,252,968.696 (meters)                     COMP
 DH6387  Z           -   4,056,228.656 (meters)                     COMP
 DH6387  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DH6387  ELLIP HEIGHT-        1494.383 (meters)          (02/10/07) ADJUSTED
 DH6387  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 DH6387
 DH6387  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6387  Type    PID    Designation                      North   East  Ellip
 DH6387  -------------------------------------------------------------------
 DH6387  NETWORK DH6387 395 LAS 1.75                      1.27   1.23   2.23
 DH6387  -------------------------------------------------------------------
 DH6387
 DH6387.The horizontal coordinates were established by GPS observations
 DH6387.and adjusted by the National Geodetic Survey in February 2007.
 DH6387
 DH6387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6387.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6387.The horizontal coordinates are valid at the epoch date displayed above.
 DH6387.The epoch date for horizontal control is a decimal equivalence
 DH6387.of Year/Month/Day.
 DH6387
 DH6387.The orthometric height was determined by GPS observations and a
 DH6387.high-resolution geoid model.
 DH6387
 DH6387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6387
 DH6387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6387
 DH6387.The ellipsoidal height was determined by GPS observations
 DH6387.and is referenced to NAD 83.
 DH6387
 DH6387.The geoid height was determined by GEOID03.
 DH6387
 DH6387;                    North         East     Units Scale Factor Converg.
 DH6387;SPC CA 1     -   546,316.250 2,168,126.909   MT  1.00007775   +1 16 56.7
 DH6387;SPC CA 1     - 1,792,372.56  7,113,263.03   sFT  1.00007775   +1 16 56.7
 DH6387;UTM  10      - 4,402,372.077   753,772.125   MT  1.00039293   +1 53 38.0
 DH6387;UTM  11      - 4,402,594.616   239,584.966   MT  1.00043499   -1 56 36.6
 DH6387
 DH6387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6387!SPC CA 1     -   0.99976561  x   1.00007775  =   0.99984334
 DH6387!UTM  10      -   0.99976561  x   1.00039293  =   1.00015845
 DH6387!UTM  11      -   0.99976561  x   1.00043499  =   1.00020050
 DH6387
 DH6387                          SUPERSEDED SURVEY CONTROL
 DH6387
 DH6387  NAD 83(1998)-  39 44 00.57033(N)    120 02 19.50426(W) AD(2004.69) B
 DH6387  ELLIP H (09/28/05) 1494.472  (m)                       GP(       ) 4 1
 DH6387
 DH6387.Superseded values are not recommended for survey control.
 DH6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6387.See file dsdata.txt to determine how the superseded data were derived.
 DH6387
 DH6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK5377202372(NAD 83)
 DH6387_MARKER: DD = SURVEY DISK
 DH6387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6387_STAMPING: 7-395-1C
 DH6387_MARK LOGO: CADH  
 DH6387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6387+STABILITY: SURFACE MOTION
 DH6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6387+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6387
 DH6387  HISTORY     - Date     Condition        Report By
 DH6387  HISTORY     - 19660831 MONUMENTED       CADT
 DH6387  HISTORY     - 20031231 GOOD             CADT
 DH6387
 DH6387                          STATION DESCRIPTION
 DH6387
 DH6387'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6387'THE STATION IS LOCATED IN THE MEDIAN OF HIGHWAY 395 IN LASSEN COUNTY
 DH6387'AT POSTMILE 1.75  ABOUT 11 KM SOUTHEAST OF CHILCOOT, 18 KM NORTHEAST
 DH6387'OF LOYALTON, AND 8 KM NORTHWEST OF  BORDERTOWN NEVADA.  TO REACH THE
 DH6387'STATION FROM THE INTERSECTION OF HIGHWAY 70 AND  HIGHWAY 395 IN
 DH6387'HALLELUJAH JUNCTION GO SOUTH ON HGIHWAY 395 4.62 KM TO THE STATION ON
 DH6387'THE LEFT IN THE MEDIAN.  THE STATION IS A STANDARD CADH BRASS DISK
 DH6387'STAMPED 7 395 1C SET IN  A 0.3 M CONCRETE POST 1.0 M EAST OF AN ORANGE
 DH6387'CARSONITE WITNESS POST, 1.0 M SOUTH OF A  WHITE CARSONITE POST WITH
 DH6387'AMBER REFLECTOR, 13 M WEST OF THE WEST EDGE OF PAVEMENT OF  THE
 DH6387'NORTHBOUND LANES, AND 0.8 M NORTH OF A METAL WITNESS POST.
 DH6387' 
 DH6387'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6387'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6082 ***********************************************************************
 DH6082  DESIGNATION -  395 LAS 10.05
 DH6082  PID         -  DH6082
 DH6082  STATE/COUNTY-  CA/LASSEN
 DH6082  USGS QUAD   -  BECKWOURTH PASS (1994)
 DH6082
 DH6082                         *CURRENT SURVEY CONTROL
 DH6082  ___________________________________________________________________
 DH6082* NAD 83(2007)-  39 51 11.28705(N)    120 02 33.20317(W)     ADJUSTED  
 DH6082* NAVD 88     -      1443.6    (meters)    4736.     (feet)  GPS OBS   
 DH6082  ___________________________________________________________________
 DH6082  EPOCH DATE  -        2007.00
 DH6082  X           -  -2,455,285.647 (meters)                     COMP
 DH6082  Y           -  -4,245,394.206 (meters)                     COMP
 DH6082  Z           -   4,066,390.222 (meters)                     COMP
 DH6082  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DH6082  ELLIP HEIGHT-        1419.819 (meters)          (02/10/07) ADJUSTED
 DH6082  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 DH6082
 DH6082  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6082  Type    PID    Designation                      North   East  Ellip
 DH6082  -------------------------------------------------------------------
 DH6082  NETWORK DH6082 395 LAS 10.05                     1.12   1.20   2.35
 DH6082  -------------------------------------------------------------------
 DH6082
 DH6082.The horizontal coordinates were established by GPS observations
 DH6082.and adjusted by the National Geodetic Survey in February 2007.
 DH6082
 DH6082.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6082.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6082.The horizontal coordinates are valid at the epoch date displayed above.
 DH6082.The epoch date for horizontal control is a decimal equivalence
 DH6082.of Year/Month/Day.
 DH6082
 DH6082.The orthometric height was determined by GPS observations and a
 DH6082.high-resolution geoid model.
 DH6082
 DH6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6082
 DH6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6082
 DH6082.The ellipsoidal height was determined by GPS observations
 DH6082.and is referenced to NAD 83.
 DH6082
 DH6082.The geoid height was determined by GEOID03.
 DH6082
 DH6082;                    North         East     Units Scale Factor Converg.
 DH6082;SPC CA 1     -   559,590.527 2,167,504.012   MT  1.00004022   +1 16 47.8
 DH6082;SPC CA 1     - 1,835,923.25  7,111,219.41   sFT  1.00004022   +1 16 47.8
 DH6082;UTM  10      - 4,415,643.322   753,006.794   MT  1.00038814   +1 53 46.3
 DH6082;UTM  11      - 4,415,887.901   239,710.655   MT  1.00043417   -1 57 03.0
 DH6082
 DH6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6082!SPC CA 1     -   0.99977731  x   1.00004022  =   0.99981752
 DH6082!UTM  10      -   0.99977731  x   1.00038814  =   1.00016536
 DH6082!UTM  11      -   0.99977731  x   1.00043417  =   1.00021138
 DH6082
 DH6082                          SUPERSEDED SURVEY CONTROL
 DH6082
 DH6082  NAD 83(1998)-  39 51 11.28711(N)    120 02 33.20339(W) AD(2004.69) A
 DH6082  ELLIP H (09/13/05) 1419.880  (m)                       GP(2004.69) 4 1
 DH6082
 DH6082.Superseded values are not recommended for survey control.
 DH6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6082.See file dsdata.txt to determine how the superseded data were derived.
 DH6082
 DH6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK5300715643(NAD 83)
 DH6082_MARKER: DD = SURVEY DISK
 DH6082_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6082_SP_SET: CADT BD ON PIPE IN CONC
 DH6082_STAMPING: 395 LAS 10.05
 DH6082_MARK LOGO: CADT  
 DH6082_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH6082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6082+STABILITY: SURFACE MOTION
 DH6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6082+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6082
 DH6082  HISTORY     - Date     Condition        Report By
 DH6082  HISTORY     - 20021112 MONUMENTED       CADT
 DH6082  HISTORY     - 20031231 GOOD             CADT
 DH6082  HISTORY     - 20041005 GOOD             CADT
 DH6082
 DH6082                          STATION DESCRIPTION
 DH6082
 DH6082'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6082'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 IN LASSEN COUNTY AT
 DH6082'POSTMILE 10.05,  ABOUT 10 KM NORTHEAST OF CHILCOOT, 8 KM NORTH OF
 DH6082'HALLELUJAH JUNCTION, AND 22 KM  SOUTHSOUTEAST OF DOYLE.   TO REACH THE
 DH6082'STATION FROM THE INTERSECTION OF RED ROCK  ROAD AND HIGHWAY 395 GO
 DH6082'SOUTH ON HIGHWAY 395 6.9 KM TO THE ACCESS ROAD TO THE  POZZLAN MINE,
 DH6082'TURN RIGHT AND GO WEST 33 M TO THE STATION ON THE RIGHT.   THE STATION
 DH6082'IS A  CADT BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND 1.0 M
 DH6082'NORTH OF A METAL GUARD  POST, 1.0 M SOUTH OF A WHITE CARSONITE POST
 DH6082'WITH AMBER REFLECTOR, 1.O M EAST OF AN  ORANGE CARSONITE WITNESS POST,
 DH6082'25.5 M NORTH OF THE NORTHERLY POST OF A SIGN READING  ENTERING MINING
 DH6082'PROPERTY WATCH FOR MEN AND HEAVY EQUIPMENT SPEED LIMIT 15 FASTEN SEAT
 DH6082'BELTS, 34 M NORTH OF THE ACCESS ROAD TO THE POZZLAN MINE, 34.4 M WEST
 DH6082'OF THE WEST RIGHT  OF WAY FENCE OF HIGHWAY 395, AND 85 M WEST OF THE
 DH6082'YELLOW STRIPE OF HIGHWAY 395.
 DH6082' 
 DH6082'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6082'HEIGHT  MODERNIZATION PROJECT..
 DH6082
 DH6082                          STATION RECOVERY (2004)
 DH6082
 DH6082'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6082'RECOVERED IN GOOD CONDITION. THIS STATION WAS OCCUPIED AS A PART OF
 DH6082'THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6589 ***********************************************************************
 DH6589  DESIGNATION -  395 LAS 103.28
 DH6589  PID         -  DH6589
 DH6589  STATE/COUNTY-  CA/LASSEN
 DH6589  USGS QUAD   -  SNOWSTORM MOUNTAIN (1989)
 DH6589
 DH6589                         *CURRENT SURVEY CONTROL
 DH6589  ___________________________________________________________________
 DH6589* NAD 83(2007)-  40 44 03.27252(N)    120 19 00.35794(W)     ADJUSTED  
 DH6589* NAVD 88     -      1656.0    (meters)    5433.     (feet)  GPS OBS   
 DH6589  ___________________________________________________________________
 DH6589  EPOCH DATE  -        2007.00
 DH6589  X           -  -2,443,711.396 (meters)                     COMP
 DH6589  Y           -  -4,179,103.018 (meters)                     COMP
 DH6589  Z           -   4,141,170.681 (meters)                     COMP
 DH6589  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DH6589  ELLIP HEIGHT-        1633.363 (meters)          (02/10/07) ADJUSTED
 DH6589  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DH6589
 DH6589  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6589  Type    PID    Designation                      North   East  Ellip
 DH6589  -------------------------------------------------------------------
 DH6589  NETWORK DH6589 395 LAS 103.28                    1.27   1.22   2.69
 DH6589  -------------------------------------------------------------------
 DH6589
 DH6589.The horizontal coordinates were established by GPS observations
 DH6589.and adjusted by the National Geodetic Survey in February 2007.
 DH6589
 DH6589.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6589.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6589.The horizontal coordinates are valid at the epoch date displayed above.
 DH6589.The epoch date for horizontal control is a decimal equivalence
 DH6589.of Year/Month/Day.
 DH6589
 DH6589.The orthometric height was determined by GPS observations and a
 DH6589.high-resolution geoid model.
 DH6589
 DH6589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6589
 DH6589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6589
 DH6589.The ellipsoidal height was determined by GPS observations
 DH6589.and is referenced to NAD 83.
 DH6589
 DH6589.The geoid height was determined by GEOID03.
 DH6589
 DH6589;                    North         East     Units Scale Factor Converg.
 DH6589;SPC CA 1     -   656,918.364 2,142,162.990   MT  0.99989618   +1 06 02.3
 DH6589;SPC CA 1     - 2,155,239.67  7,028,079.74   sFT  0.99989618   +1 06 02.3
 DH6589;UTM  10      - 4,512,719.623   726,580.494   MT  1.00023195   +1 45 06.1
 DH6589
 DH6589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6589!SPC CA 1     -   0.99974385  x   0.99989618  =   0.99964005
 DH6589!UTM  10      -   0.99974385  x   1.00023195  =   0.99997574
 DH6589
 DH6589                          SUPERSEDED SURVEY CONTROL
 DH6589
 DH6589  NAD 83(1998)-  40 44 03.27199(N)    120 19 00.35710(W) AD(2004.69) B
 DH6589  ELLIP H (09/28/05) 1633.361  (m)                       GP(       ) 4 1
 DH6589
 DH6589.Superseded values are not recommended for survey control.
 DH6589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6589.See file dsdata.txt to determine how the superseded data were derived.
 DH6589
 DH6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL2658012720(NAD 83)
 DH6589_MARKER: DD = SURVEY DISK
 DH6589_SETTING: 66 = SET IN ROCK OUTCROP
 DH6589_STAMPING: 395 LAS 103.28 2004
 DH6589_MARK LOGO: CSRC  
 DH6589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6589+STABILITY: POSITION/ELEVATION WELL
 DH6589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6589+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DH6589
 DH6589  HISTORY     - Date     Condition        Report By
 DH6589  HISTORY     - 20040804 MONUMENTED       CADT
 DH6589
 DH6589                          STATION DESCRIPTION
 DH6589
 DH6589'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6589'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 AT POSTMILE 103.28
 DH6589'ABOUT  8 KM SOUTHEAST OF RAVENDALE, 40 KM NORTH NORTHEAST OF
 DH6589'LITCHFIELD, AND 40 KM EAST  NORTHEAST OF SPALDING TRACT.  TO REACH THE
 DH6589'STATION FROM THE INTERSECTION OF TERMO  GRASSHOPPER ROAD (LASSEN
 DH6589'COUNTY ROAD 513) AND HIGHWAY 395 IN TERMO GO SOUTHERLY ON  HIGHWAY 395
 DH6589'10.69 KM TO THE TOWN OF RAVENDALE.  CONTINUE SOUTHERLY ON HIGHWAY 395
 DH6589'8.33  KM TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK
 DH6589'EPOXIED TO A ROCK OUTCROP  2.0 M NORTH OF A WHITE CARSONITE POST WITH
 DH6589'AMBER REFLECTOR, 2.3 M EAST OF AN ORANGE  CARSONITE WITNESS POST, 39.5
 DH6589'M WEST OF THE WEST RIGHT OF WAY FENCE, 102.5 M WEST OF THE  YELLOW
 DH6589'STRIPE OF HIGHWAY 395, 244 M NORTHEAST OF A USFS HELIPAD, AND 289 M
 DH6589'NORTH OF A  USFS FIRE STATION.
 DH6589' 
 DH6589'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6589'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6083 ***********************************************************************
 DH6083  DESIGNATION -  395 LAS 116.45
 DH6083  PID         -  DH6083
 DH6083  STATE/COUNTY-  CA/LASSEN
 DH6083  USGS QUAD   -  MC DONALD PEAK (1989)
 DH6083
 DH6083                         *CURRENT SURVEY CONTROL
 DH6083  ___________________________________________________________________
 DH6083* NAD 83(2007)-  40 52 42.97921(N)    120 28 27.43469(W)     ADJUSTED  
 DH6083* NAVD 88     -      1613.21   (meters)    5292.7    (feet)  LEVELING  
 DH6083  ___________________________________________________________________
 DH6083  EPOCH DATE  -        2007.00
 DH6083  X           -  -2,449,860.609 (meters)                     COMP
 DH6083  Y           -  -4,163,309.281 (meters)                     COMP
 DH6083  Z           -   4,153,280.476 (meters)                     COMP
 DH6083  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 DH6083  ELLIP HEIGHT-        1590.681 (meters)          (02/10/07) ADJUSTED
 DH6083  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DH6083
 DH6083  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6083  Type    PID    Designation                      North   East  Ellip
 DH6083  -------------------------------------------------------------------
 DH6083  NETWORK DH6083 395 LAS 116.45                    1.18   1.12   2.37
 DH6083  -------------------------------------------------------------------
 DH6083  VERT ORDER  -  THIRD ?
 DH6083
 DH6083.The horizontal coordinates were established by GPS observations
 DH6083.and adjusted by the National Geodetic Survey in February 2007.
 DH6083
 DH6083.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6083.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6083.The horizontal coordinates are valid at the epoch date displayed above.
 DH6083.The epoch date for horizontal control is a decimal equivalence
 DH6083.of Year/Month/Day.
 DH6083
 DH6083.The orthometric height was determined by differential leveling.
 DH6083.The vertical network tie was performed by a horz. field party for horz.
 DH6083.obs reductions. Reset procedures were used to establish the elevation.
 DH6083
 DH6083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6083
 DH6083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6083
 DH6083.The ellipsoidal height was determined by GPS observations
 DH6083.and is referenced to NAD 83.
 DH6083
 DH6083.The geoid height was determined by GEOID03.
 DH6083
 DH6083;                    North         East     Units Scale Factor Converg.
 DH6083;SPC CA 1     -   672,702.173 2,128,581.330   MT  0.99989492   +0 59 51.5
 DH6083;SPC CA 1     - 2,207,023.71  6,983,520.58   sFT  0.99989492   +0 59 51.5
 DH6083;UTM  10      - 4,528,352.166   712,815.562   MT  1.00015747   +1 39 12.9
 DH6083
 DH6083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6083!SPC CA 1     -   0.99975054  x   0.99989492  =   0.99964549
 DH6083!UTM  10      -   0.99975054  x   1.00015747  =   0.99990798
 DH6083
 DH6083                          SUPERSEDED SURVEY CONTROL
 DH6083
 DH6083  NAD 83(1998)-  40 52 42.97861(N)    120 28 27.43445(W) AD(2004.69) B
 DH6083  NAD 83(1998)-  40 52 42.97862(N)    120 28 27.43445(W) AD(2004.69) A
 DH6083  ELLIP H (09/13/05) 1590.690  (m)                       GP(2004.69) 4 1
 DH6083
 DH6083.Superseded values are not recommended for survey control.
 DH6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6083.See file dsdata.txt to determine how the superseded data were derived.
 DH6083
 DH6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL1281628352(NAD 83)
 DH6083_MARKER: DD = SURVEY DISK
 DH6083_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6083_STAMPING: 395 LAS 116.45 2004
 DH6083_MARK LOGO: CSRC  
 DH6083_PROJECTION: FLUSH
 DH6083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6083+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 DH6083_ROD/PIPE-DEPTH: 4.3  meters
 DH6083
 DH6083  HISTORY     - Date     Condition        Report By
 DH6083  HISTORY     - 20040803 MONUMENTED       CADT
 DH6083  HISTORY     - 20041005 GOOD             CADT
 DH6083
 DH6083                          STATION DESCRIPTION
 DH6083
 DH6083'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6083'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 IN LASSEN COUNTY AT
 DH6083'POSTMILE 116.45  ABOUT 2 KM NORTHWEST OF TERMO, 19 KM SOUTH OF
 DH6083'MADELINE, AND 44 KM SOUTHEAST OF ADIN.   TO REACH THE STATION FROM THE
 DH6083'INTERSECTION OF TERMO GRASSHOPPER ROAD AND HIGHWAY  395 IN TERMO GO
 DH6083'NORTHERLY ON HIGHWAY 395 2.16 KM TO THE STATION ON THE RIGHT.   THE
 DH6083'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN
 DH6083'CONCRETE FLUSH  WITH THE GROUND 1.0 M NORTH OF A WHITE CARSONITE POST
 DH6083'WITH AMBER REFLECTOR, 1.2 M EAST  OF AN ORANGE CARSONITE WITNESS POST,
 DH6083'10.0 M EAST OF THE WEST RIGHT OF WAY FENCE, 51.5 M  WEST OF THE YELLOW
 DH6083'STRIPE OF HIGHWAY 395, 66.7 M SOUTHEAST OF POWERPOLE 89, AND 68.5 M
 DH6083'NORTHEAST OF POWERPOLE 90.
 DH6083'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6083'HEIGHT  MODERNIZATION PROJECT.
 DH6083
 DH6083                          STATION RECOVERY (2004)
 DH6083
 DH6083'RECOVERY NOTE BY CALTRANS 2004 (JRL)
 DH6083'RECOVERED IN GOOD CONDITION.
 DH6083'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6083'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6590 ***********************************************************************
 DH6590  DESIGNATION -  395 LAS 124.87
 DH6590  PID         -  DH6590
 DH6590  STATE/COUNTY-  CA/LASSEN
 DH6590  USGS QUAD   -  MC DONALD PEAK (1989)
 DH6590
 DH6590                         *CURRENT SURVEY CONTROL
 DH6590  ___________________________________________________________________
 DH6590* NAD 83(2007)-  40 59 34.22742(N)    120 29 41.71130(W)     ADJUSTED  
 DH6590* NAVD 88     -      1612.96   (meters)    5291.9    (feet)  LEVELING  
 DH6590  ___________________________________________________________________
 DH6590  EPOCH DATE  -        2007.00
 DH6590  X           -  -2,447,140.466 (meters)                     COMP
 DH6590  Y           -  -4,155,262.567 (meters)                     COMP
 DH6590  Z           -   4,162,866.468 (meters)                     COMP
 DH6590  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 DH6590  ELLIP HEIGHT-        1590.519 (meters)          (02/10/07) ADJUSTED
 DH6590  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DH6590
 DH6590  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6590  Type    PID    Designation                      North   East  Ellip
 DH6590  -------------------------------------------------------------------
 DH6590  NETWORK DH6590 395 LAS 124.87                    1.49   1.25   2.98
 DH6590  -------------------------------------------------------------------
 DH6590  VERT ORDER  -  THIRD ?
 DH6590
 DH6590.The horizontal coordinates were established by GPS observations
 DH6590.and adjusted by the National Geodetic Survey in February 2007.
 DH6590
 DH6590.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6590.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6590.The horizontal coordinates are valid at the epoch date displayed above.
 DH6590.The epoch date for horizontal control is a decimal equivalence
 DH6590.of Year/Month/Day.
 DH6590
 DH6590.The orthometric height was determined by differential leveling.
 DH6590.The vertical network tie was performed by a horz. field party for horz.
 DH6590.obs reductions. Reset procedures were used to establish the elevation.
 DH6590
 DH6590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6590
 DH6590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6590
 DH6590.The ellipsoidal height was determined by GPS observations
 DH6590.and is referenced to NAD 83.
 DH6590
 DH6590.The geoid height was determined by GEOID03.
 DH6590
 DH6590;                    North         East     Units Scale Factor Converg.
 DH6590;SPC CA 1     -   685,355.084 2,126,624.809   MT  0.99989841   +0 59 02.9
 DH6590;SPC CA 1     - 2,248,535.80  6,977,101.56   sFT  0.99989841   +0 59 02.9
 DH6590;UTM  10      - 4,540,985.009   710,713.363   MT  1.00014650   +1 38 37.9
 DH6590
 DH6590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6590!SPC CA 1     -   0.99975057  x   0.99989841  =   0.99964901
 DH6590!UTM  10      -   0.99975057  x   1.00014650  =   0.99989704
 DH6590
 DH6590                          SUPERSEDED SURVEY CONTROL
 DH6590
 DH6590  NAD 83(1998)-  40 59 34.22671(N)    120 29 41.71109(W) AD(2004.69) B
 DH6590  ELLIP H (09/28/05) 1590.532  (m)                       GP(       ) 4 1
 DH6590
 DH6590.Superseded values are not recommended for survey control.
 DH6590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6590.See file dsdata.txt to determine how the superseded data were derived.
 DH6590
 DH6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL1071340985(NAD 83)
 DH6590_MARKER: DD = SURVEY DISK
 DH6590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6590_STAMPING: 395 LAS 124.87 2004
 DH6590_MARK LOGO: CSRC  
 DH6590_PROJECTION: FLUSH
 DH6590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6590+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DH6590_ROD/PIPE-DEPTH: 5.2  meters
 DH6590
 DH6590  HISTORY     - Date     Condition        Report By
 DH6590  HISTORY     - 20040804 MONUMENTED       CADT
 DH6590
 DH6590                          STATION DESCRIPTION
 DH6590
 DH6590'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6590'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 AT POSTMILE 124.87
 DH6590'ABOUT 6 KM SOUTH  SOUTHWEST OF MADELINE, 14 KM NORTH NORTHWEST OF
 DH6590'TERMO, AND 44 KM SOUTHEAST  OF ADIN.  TO REACH THE STATION FROM THE
 DH6590'INTERSECTION OF TERMO GRASSHOPPER ROAD  (LASSEN COUNTY ROAD 513) AND
 DH6590'HIGHWAY 395 IN TERMO GO NORTH ON HIGHWAY 395 8.6 KM TO  FILLMAN ROAD
 DH6590'(LASSEN COUNTY ROAD 531) ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 395
 DH6590'6.8 KM  TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK
 DH6590'ENCASED IN PVC PIPE WITH ACCESS  COVER SET IN CONCRETE FLUSH WITH THE
 DH6590'GROUND 0.8 M NORTH OF A WHITE CARSONITE POST  WITH AMBER REFLECTOR,
 DH6590'1.4 M EAST OF AN ORANGE CARSONITE WITNESS POST, 2.0 M EAST OF THE
 DH6590'WEST RIGHT OF WAY FENCE, 26.5 M WEST OF THE YELLOW STRIPE OF HIGHWAY
 DH6590'395, AND 35.5 M  SOUTHWEST OF THE WEST END OF THE SOUTHERLY OF 3 763
 DH6590'MM CULVERTS.
 DH6590'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6590'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6591 ***********************************************************************
 DH6591  DESIGNATION -  395 LAS 132.42
 DH6591  PID         -  DH6591
 DH6591  STATE/COUNTY-  CA/LASSEN
 DH6591  USGS QUAD   -  MADELINE (1975)
 DH6591
 DH6591                         *CURRENT SURVEY CONTROL
 DH6591  ___________________________________________________________________
 DH6591* NAD 83(2007)-  41 05 56.55827(N)    120 28 27.58286(W)     ADJUSTED  
 DH6591* NAVD 88     -      1691.72   (meters)    5550.3    (feet)  LEVELING  
 DH6591  ___________________________________________________________________
 DH6591  EPOCH DATE  -        2007.00
 DH6591  X           -  -2,441,748.322 (meters)                     COMP
 DH6591  Y           -  -4,149,516.386 (meters)                     COMP
 DH6591  Z           -   4,171,815.725 (meters)                     COMP
 DH6591  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DH6591  ELLIP HEIGHT-        1669.516 (meters)          (02/10/07) ADJUSTED
 DH6591  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DH6591
 DH6591  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6591  Type    PID    Designation                      North   East  Ellip
 DH6591  -------------------------------------------------------------------
 DH6591  NETWORK DH6591 395 LAS 132.42                    1.53   1.29   3.31
 DH6591  -------------------------------------------------------------------
 DH6591  VERT ORDER  -  THIRD ?
 DH6591
 DH6591.The horizontal coordinates were established by GPS observations
 DH6591.and adjusted by the National Geodetic Survey in February 2007.
 DH6591
 DH6591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6591.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6591.The horizontal coordinates are valid at the epoch date displayed above.
 DH6591.The epoch date for horizontal control is a decimal equivalence
 DH6591.of Year/Month/Day.
 DH6591
 DH6591.The orthometric height was determined by differential leveling.
 DH6591.The vertical network tie was performed by a horz. field party for horz.
 DH6591.obs reductions. Reset procedures were used to establish the elevation.
 DH6591
 DH6591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6591
 DH6591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6591
 DH6591.The ellipsoidal height was determined by GPS observations
 DH6591.and is referenced to NAD 83.
 DH6591
 DH6591.The geoid height was determined by GEOID03.
 DH6591
 DH6591;                    North         East     Units Scale Factor Converg.
 DH6591;SPC CA 1     -   697,176.449 2,128,151.681   MT  0.99990522   +0 59 51.4
 DH6591;SPC CA 1     - 2,287,319.73  6,982,110.97   sFT  0.99990522   +0 59 51.4
 DH6591;UTM  10      - 4,552,826.157   712,104.002   MT  1.00015372   +1 39 39.2
 DH6591
 DH6591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6591!SPC CA 1     -   0.99973819  x   0.99990522  =   0.99964344
 DH6591!UTM  10      -   0.99973819  x   1.00015372  =   0.99989187
 DH6591
 DH6591                          SUPERSEDED SURVEY CONTROL
 DH6591
 DH6591  NAD 83(1998)-  41 05 56.55748(N)    120 28 27.58263(W) AD(2004.69) B
 DH6591  ELLIP H (09/28/05) 1669.527  (m)                       GP(       ) 4 1
 DH6591
 DH6591.Superseded values are not recommended for survey control.
 DH6591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6591.See file dsdata.txt to determine how the superseded data were derived.
 DH6591
 DH6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL1210452826(NAD 83)
 DH6591_MARKER: DD = SURVEY DISK
 DH6591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6591+WITH SETTING: INFORMATION.
 DH6591_STAMPING: 395 LAS 132.42 2004
 DH6591_MARK LOGO: CSRC  
 DH6591_PROJECTION: FLUSH
 DH6591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6591+STABILITY: SURFACE MOTION
 DH6591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6591+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DH6591_ROD/PIPE-DEPTH: 2.4  meters
 DH6591
 DH6591  HISTORY     - Date     Condition        Report By
 DH6591  HISTORY     - 20040804 MONUMENTED       CADT
 DH6591
 DH6591                          STATION DESCRIPTION
 DH6591
 DH6591'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6591'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 AT POSTMILE 132.47
 DH6591'ABOUT 6 KM NORTH OF  MADELINE, 15 KM SOUTH OF LIKELY, AND 41 KM EAST
 DH6591'SOUTHEAST OF ADIN.  TO REACH THE STATION  FROM THE INTERSECTION OF
 DH6591'TERMO GRASSHOPPER ROAD AND HIGHWAY 395 IN TERMO GO NORTH  ON HIGHWAY
 DH6591'395 22.7 KM TO ASH VALLEY ROAD (LASSEN COUNTY ROAD 527) ON THE LEFT IN
 DH6591'MADELINE.  CONTINUE NORTH ON HIGHWAY 395 5.27 KM TO THE STATION ON THE
 DH6591'RIGHT.  THE  STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS
 DH6591'COVER SET IN CONCRETE FLUSH  WITH THE GROUND 0.8 M WEST OF AN ORANGE
 DH6591'CARSONITE WITNESS POST, 0.8 M SOUTH OF A WHITE  CARSONITE POST WITH
 DH6591'AMBER REFLECTOR, 0.9 M WEST OF THE EAST RIGHT OF WAY FENCE, 19.9 M
 DH6591'EAST OF THE YELLOW STRIPE OF HIGHWAY 395, AND 44.5 M NORTHEAST OF THE
 DH6591'EAST END OF A 457  MM CULVERT.
 DH6591'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6591'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6592 ***********************************************************************
 DH6592  DESIGNATION -  395 LAS 29.75
 DH6592  PID         -  DH6592
 DH6592  STATE/COUNTY-  CA/LASSEN
 DH6592  USGS QUAD   -  MC KESICK PEAK (1994)
 DH6592
 DH6592                         *CURRENT SURVEY CONTROL
 DH6592  ___________________________________________________________________
 DH6592* NAD 83(2007)-  40 05 23.38405(N)    120 10 13.36115(W)     ADJUSTED  
 DH6592* NAVD 88     -      1292.8    (meters)    4241.     (feet)  GPS OBS   
 DH6592  ___________________________________________________________________
 DH6592  EPOCH DATE  -        2007.00
 DH6592  X           -  -2,456,205.831 (meters)                     COMP
 DH6592  Y           -  -4,225,207.241 (meters)                     COMP
 DH6592  Z           -   4,086,438.591 (meters)                     COMP
 DH6592  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 DH6592  ELLIP HEIGHT-        1269.232 (meters)          (02/10/07) ADJUSTED
 DH6592  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 DH6592
 DH6592  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6592  Type    PID    Designation                      North   East  Ellip
 DH6592  -------------------------------------------------------------------
 DH6592  NETWORK DH6592 395 LAS 29.75                     1.86   1.65   3.39
 DH6592  -------------------------------------------------------------------
 DH6592
 DH6592.The horizontal coordinates were established by GPS observations
 DH6592.and adjusted by the National Geodetic Survey in February 2007.
 DH6592
 DH6592.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6592.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6592.The horizontal coordinates are valid at the epoch date displayed above.
 DH6592.The epoch date for horizontal control is a decimal equivalence
 DH6592.of Year/Month/Day.
 DH6592
 DH6592.The orthometric height was determined by GPS observations and a
 DH6592.high-resolution geoid model.
 DH6592
 DH6592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6592
 DH6592.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6592
 DH6592.The ellipsoidal height was determined by GPS observations
 DH6592.and is referenced to NAD 83.
 DH6592
 DH6592.The geoid height was determined by GEOID03.
 DH6592
 DH6592;                    North         East     Units Scale Factor Converg.
 DH6592;SPC CA 1     -   585,629.696 2,156,018.870   MT  0.99997859   +1 11 46.9
 DH6592;SPC CA 1     - 1,921,353.43  7,073,538.58   sFT  0.99997859   +1 11 46.9
 DH6592;UTM  10      - 4,441,565.278   741,235.797   MT  1.00031646   +1 49 23.2
 DH6592
 DH6592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6592!SPC CA 1     -   0.99980093  x   0.99997859  =   0.99977952
 DH6592!UTM  10      -   0.99980093  x   1.00031646  =   1.00011732
 DH6592
 DH6592                          SUPERSEDED SURVEY CONTROL
 DH6592
 DH6592  NAD 83(1998)-  40 05 23.38337(N)    120 10 13.36126(W) AD(2004.69) B
 DH6592  ELLIP H (09/28/05) 1269.275  (m)                       GP(       ) 4 1
 DH6592
 DH6592.Superseded values are not recommended for survey control.
 DH6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6592.See file dsdata.txt to determine how the superseded data were derived.
 DH6592
 DH6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK4123641565(NAD 83)
 DH6592_MARKER: DD = SURVEY DISK
 DH6592_SETTING: 80 = SET IN A BOULDER
 DH6592_STAMPING: 395 LAS 29.75 2004
 DH6592_MARK LOGO: CSRC  
 DH6592_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6592+STABILITY: SURFACE MOTION
 DH6592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6592+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DH6592
 DH6592  HISTORY     - Date     Condition        Report By
 DH6592  HISTORY     - 20040804 MONUMENTED       CADT
 DH6592
 DH6592                          STATION DESCRIPTION
 DH6592
 DH6592'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6592'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 IN LASSEN COUNTY AT
 DH6592'POSTMILE 29.75,  ABOUT 9 KM NORTHWEST OF DOYLE, 22 KM SOUTHEAST OF
 DH6592'MILFORD, AND 29 KM SOUTHSOUTHEAST  OF WENDEL.  TO REACH THE STATION
 DH6592'FROM THE INTERSECTION OF LASSEN COUNTY ROAD A 26 AND  HIGHWAY 395 GO
 DH6592'SOUTHEAST ON HIGHWAY 395 185 M TO THE STATION ON THE RIGHT.  THE
 DH6592'STATION  IS A SURVEY DISK EPOXIED TO A BURRIED BOULDER 1.4 M NORTH OF
 DH6592'AN ORANGE CARSONITE  WITNESS POST, 2.3 M WEST OF A WHITE CARSONITE
 DH6592'POST WITH AMBER REFLECTOR, 5.6 M SOUTH OF  THE TOP OF CUT SLOPE, 6.8 M
 DH6592'NORTHEAST OF CM EL 19 ( A 0.75 IN REBAR WITH A 1.5 IN ALUMINUM  CAP),
 DH6592'26.5 M SOUTH OF THE YELLOW STRIPE OF HIGHWAY 395, AND 148 M EAST OF A
 DH6592'POWER  SUBSTATION.
 DH6592' 
 DH6592'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6592'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6388 ***********************************************************************
 DH6388  DESIGNATION -  395 LAS 37.95
 DH6388  PID         -  DH6388
 DH6388  STATE/COUNTY-  CA/LASSEN
 DH6388  USGS QUAD   -  MILFORD (1994)
 DH6388
 DH6388                         *CURRENT SURVEY CONTROL
 DH6388  ___________________________________________________________________
 DH6388* NAD 83(2007)-  40 09 06.15700(N)    120 18 07.15711(W)     ADJUSTED  
 DH6388* NAVD 88     -      1234.4    (meters)    4050.     (feet)  GPS OBS   
 DH6388  ___________________________________________________________________
 DH6388  EPOCH DATE  -        2007.00
 DH6388  X           -  -2,463,647.772 (meters)                     COMP
 DH6388  Y           -  -4,215,692.061 (meters)                     COMP
 DH6388  Z           -   4,091,656.305 (meters)                     COMP
 DH6388  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 DH6388  ELLIP HEIGHT-        1210.927 (meters)          (02/10/07) ADJUSTED
 DH6388  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 DH6388
 DH6388  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6388  Type    PID    Designation                      North   East  Ellip
 DH6388  -------------------------------------------------------------------
 DH6388  NETWORK DH6388 395 LAS 37.95                     1.37   1.25   2.67
 DH6388  -------------------------------------------------------------------
 DH6388
 DH6388.The horizontal coordinates were established by GPS observations
 DH6388.and adjusted by the National Geodetic Survey in February 2007.
 DH6388
 DH6388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6388.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6388.The horizontal coordinates are valid at the epoch date displayed above.
 DH6388.The epoch date for horizontal control is a decimal equivalence
 DH6388.of Year/Month/Day.
 DH6388
 DH6388.The orthometric height was determined by GPS observations and a
 DH6388.high-resolution geoid model.
 DH6388
 DH6388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6388
 DH6388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6388
 DH6388.The ellipsoidal height was determined by GPS observations
 DH6388.and is referenced to NAD 83.
 DH6388
 DH6388.The geoid height was determined by GEOID03.
 DH6388
 DH6388;                    North         East     Units Scale Factor Converg.
 DH6388;SPC CA 1     -   592,273.420 2,144,664.302   MT  0.99996525   +1 06 37.1
 DH6388;SPC CA 1     - 1,943,150.38  7,036,286.13   sFT  0.99996525   +1 06 37.1
 DH6388;UTM  10      - 4,448,086.084   729,805.482   MT  1.00025016   +1 44 25.7
 DH6388
 DH6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6388!SPC CA 1     -   0.99981007  x   0.99996525  =   0.99977533
 DH6388!UTM  10      -   0.99981007  x   1.00025016  =   1.00006018
 DH6388
 DH6388                          SUPERSEDED SURVEY CONTROL
 DH6388
 DH6388  NAD 83(1998)-  40 09 06.15623(N)    120 18 07.15687(W) AD(2004.69) B
 DH6388  ELLIP H (09/28/05) 1210.955  (m)                       GP(       ) 4 1
 DH6388
 DH6388.Superseded values are not recommended for survey control.
 DH6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6388.See file dsdata.txt to determine how the superseded data were derived.
 DH6388
 DH6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK2980548086(NAD 83)
 DH6388_MARKER: DD = SURVEY DISK
 DH6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6388_STAMPING: 7 395 37.95 GPS
 DH6388_MARK LOGO: CADT  
 DH6388_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH6388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6388+STABILITY: SURFACE MOTION
 DH6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6388+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 DH6388
 DH6388  HISTORY     - Date     Condition        Report By
 DH6388  HISTORY     - 20020712 MONUMENTED       CADT
 DH6388  HISTORY     - 20031202 GOOD             CADT
 DH6388
 DH6388                          STATION DESCRIPTION
 DH6388
 DH6388'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6388'THE STATION IS LOCATED ALONG HIGHWAY 395 IN LASSEN COUNTY AT POSTMILE
 DH6388'37.95 ABOUT 6 KM  SOUTHEAST OF MILFORD, 22 KM NORTHWEST OF DOYLE, AND
 DH6388'22 KM SOUTHWEST OF WENDEL.  TO  REACH THE STATION FROM THE
 DH6388'INTERSECTION OF LASSEN COUNTY ROAD A 25 AND HIGHWAY 395 GO  NORTHWEST
 DH6388'ON HIGHWAY 395 5.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH6388'STANDARD  CADT BRASS DISK EPOXIED TO THE TOP OF A 2 IN IRON PIPE SET
 DH6388'IN CONCRETE FLUSH WITH THE  GROUND  1.2 M SOUTHEAST OF A WHITE
 DH6388'CASONITE POST WITH AMBER REFLECTOR,  1.0 M  SOUTHWEST OF AN ORANGE
 DH6388'CARSONITE WITNESS POST, 1.1 M SOUTHEAST OF A METAL GUARD  POST, 4.6 M
 DH6388'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, AND 25.8 M NORTHEAST OF
 DH6388'THE  YELLOW STRIPE OF HIGHWAY 395
 DH6388' 
 DH6388'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6388'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6593 ***********************************************************************
 DH6593  DESIGNATION -  395 LAS 50.44
 DH6593  PID         -  DH6593
 DH6593  STATE/COUNTY-  CA/LASSEN
 DH6593  USGS QUAD   -  STANDISH (1994)
 DH6593
 DH6593                         *CURRENT SURVEY CONTROL
 DH6593  ___________________________________________________________________
 DH6593* NAD 83(2007)-  40 15 58.01012(N)    120 28 29.32199(W)     ADJUSTED  
 DH6593* NAVD 88     -      1257.4    (meters)    4125.     (feet)  GPS OBS   
 DH6593  ___________________________________________________________________
 DH6593  EPOCH DATE  -        2007.00
 DH6593  X           -  -2,472,201.504 (meters)                     COMP
 DH6593  Y           -  -4,201,187.599 (meters)                     COMP
 DH6593  Z           -   4,101,374.503 (meters)                     COMP
 DH6593  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 DH6593  ELLIP HEIGHT-        1234.065 (meters)          (02/10/07) ADJUSTED
 DH6593  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DH6593
 DH6593  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6593  Type    PID    Designation                      North   East  Ellip
 DH6593  -------------------------------------------------------------------
 DH6593  NETWORK DH6593 395 LAS 50.44                     1.71   1.47   2.82
 DH6593  -------------------------------------------------------------------
 DH6593
 DH6593.The horizontal coordinates were established by GPS observations
 DH6593.and adjusted by the National Geodetic Survey in February 2007.
 DH6593
 DH6593.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6593.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6593.The horizontal coordinates are valid at the epoch date displayed above.
 DH6593.The epoch date for horizontal control is a decimal equivalence
 DH6593.of Year/Month/Day.
 DH6593
 DH6593.The orthometric height was determined by GPS observations and a
 DH6593.high-resolution geoid model.
 DH6593
 DH6593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6593
 DH6593.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6593
 DH6593.The ellipsoidal height was determined by GPS observations
 DH6593.and is referenced to NAD 83.
 DH6593
 DH6593.The geoid height was determined by GEOID03.
 DH6593
 DH6593;                    North         East     Units Scale Factor Converg.
 DH6593;SPC CA 1     -   604,703.331 2,129,720.854   MT  0.99994361   +0 59 50.3
 DH6593;SPC CA 1     - 1,983,930.85  6,987,259.17   sFT  0.99994361   +0 59 50.3
 DH6593;UTM  10      - 4,460,353.303   714,721.820   MT  1.00016759   +1 37 57.9
 DH6593
 DH6593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6593!SPC CA 1     -   0.99980645  x   0.99994361  =   0.99975007
 DH6593!UTM  10      -   0.99980645  x   1.00016759  =   0.99997400
 DH6593
 DH6593                          SUPERSEDED SURVEY CONTROL
 DH6593
 DH6593  NAD 83(1998)-  40 15 58.00946(N)    120 28 29.32154(W) AD(2004.69) B
 DH6593  ELLIP H (09/28/05) 1234.080  (m)                       GP(       ) 4 1
 DH6593
 DH6593.Superseded values are not recommended for survey control.
 DH6593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6593.See file dsdata.txt to determine how the superseded data were derived.
 DH6593
 DH6593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK1472260353(NAD 83)
 DH6593_MARKER: DD = SURVEY DISK
 DH6593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6593_STAMPING: 395 LAS 50.44 2004
 DH6593_MARK LOGO: CSRC  
 DH6593_PROJECTION: FLUSH
 DH6593_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6593+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DH6593_ROD/PIPE-DEPTH: 8.8  meters
 DH6593
 DH6593  HISTORY     - Date     Condition        Report By
 DH6593  HISTORY     - 20040804 MONUMENTED       CADT
 DH6593
 DH6593                          STATION DESCRIPTION
 DH6593
 DH6593'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6593'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 AT POSTMILE 50.44 ABOUT
 DH6593'5  KM SOUTHEAST OF JANESVILLE, 2 KM SOUTHSOUTHEAST OF BUNTINGVILLE,
 DH6593'AND 12 KM SOUTHWEST  OF STANDISH.  TO REACH THE STATION FROM THE
 DH6593'INTERSECTION OF LASSEN COUNTY ROAD A 3 AND  HIGHWAY 395 GO SOUTH ALONG
 DH6593'HIGHWAY 395 2.3 KM TO THE STATION ON THE RIGHT.  THE STATION  IS A
 DH6593'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6593'FLUSH WITH THE  GROUND 0.5 M NORTHEAST OF AN ORANGE CARSONITE WITNESS
 DH6593'POST, 1.0 M NORTHWEST OF A  WHITE CARSONITE POST WITH AMBER RELECTOR,
 DH6593'0.7 M NORTHEAST OF THE SOUTHERLY RIGHT OF  WAY FENCE, 35.3 M SOUTHWEST
 DH6593'OF THE YELLOW STRIPE OF HIGHWAY 395, AND 130 M NORTHWEST  OF THE
 DH6593'CENTER OF HICKS ROAD.
 DH6593'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6593'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6594 ***********************************************************************
 DH6594  DESIGNATION -  395 LAS 65.55
 DH6594  PID         -  DH6594
 DH6594  STATE/COUNTY-  CA/LASSEN
 DH6594  USGS QUAD   -  JOHNSTONVILLE (1988)
 DH6594
 DH6594                         *CURRENT SURVEY CONTROL
 DH6594  ___________________________________________________________________
 DH6594* NAD 83(2007)-  40 22 37.52139(N)    120 30 26.68538(W)     ADJUSTED  
 DH6594* NAVD 88     -      1251.1    (meters)    4105.     (feet)  GPS OBS   
 DH6594  ___________________________________________________________________
 DH6594  EPOCH DATE  -        2007.00
 DH6594  X           -  -2,470,540.435 (meters)                     COMP
 DH6594  Y           -  -4,192,904.852 (meters)                     COMP
 DH6594  Z           -   4,110,767.443 (meters)                     COMP
 DH6594  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DH6594  ELLIP HEIGHT-        1227.767 (meters)          (02/10/07) ADJUSTED
 DH6594  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DH6594
 DH6594  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6594  Type    PID    Designation                      North   East  Ellip
 DH6594  -------------------------------------------------------------------
 DH6594  NETWORK DH6594 395 LAS 65.55                     1.18   1.04   2.31
 DH6594  -------------------------------------------------------------------
 DH6594
 DH6594.The horizontal coordinates were established by GPS observations
 DH6594.and adjusted by the National Geodetic Survey in February 2007.
 DH6594
 DH6594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6594.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6594.The horizontal coordinates are valid at the epoch date displayed above.
 DH6594.The epoch date for horizontal control is a decimal equivalence
 DH6594.of Year/Month/Day.
 DH6594
 DH6594.The orthometric height was determined by GPS observations and a
 DH6594.high-resolution geoid model.
 DH6594
 DH6594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6594
 DH6594.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6594
 DH6594.The ellipsoidal height was determined by GPS observations
 DH6594.and is referenced to NAD 83.
 DH6594
 DH6594.The geoid height was determined by GEOID03.
 DH6594
 DH6594;                    North         East     Units Scale Factor Converg.
 DH6594;SPC CA 1     -   616,975.785 2,126,738.455   MT  0.99992639   +0 58 33.5
 DH6594;SPC CA 1     - 2,024,194.72  6,977,474.41   sFT  0.99992639   +0 58 33.5
 DH6594;UTM  10      - 4,472,594.569   711,602.377   MT  1.00015120   +1 36 55.2
 DH6594
 DH6594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6594!SPC CA 1     -   0.99980744  x   0.99992639  =   0.99973384
 DH6594!UTM  10      -   0.99980744  x   1.00015120  =   0.99995861
 DH6594
 DH6594                          SUPERSEDED SURVEY CONTROL
 DH6594
 DH6594  NAD 83(1998)-  40 22 37.52078(N)    120 30 26.68483(W) AD(2004.69) B
 DH6594  ELLIP H (09/28/05) 1227.780  (m)                       GP(       ) 4 1
 DH6594
 DH6594.Superseded values are not recommended for survey control.
 DH6594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6594.See file dsdata.txt to determine how the superseded data were derived.
 DH6594
 DH6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK1160272595(NAD 83)
 DH6594_MARKER: DD = SURVEY DISK
 DH6594_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH6594_SP_SET: GANGWAY FOOTING
 DH6594_STAMPING: 395 LAS 65.55
 DH6594_MARK LOGO: CSRC  
 DH6594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6594+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DH6594
 DH6594  HISTORY     - Date     Condition        Report By
 DH6594  HISTORY     - 20040804 MONUMENTED       CADT
 DH6594
 DH6594                          STATION DESCRIPTION
 DH6594
 DH6594'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6594'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 AT POSTMILE 65.55
 DH6594'ABOUT 7  KM EAST OF JOHNSTONVILLE, 13 KM SOUTHEAST OF SUSANVILLE, AND
 DH6594'7 KM WEST OF STANDISH.  THE  STATION IS A SURVEY DISK EPOXIED INTO THE
 DH6594'TOP OF THE WEST END OF THE FOOTING FOR THE  GROUNDFALL END OF THE
 DH6594'METAL GANGWAY TO THE SIPHON HEADGATE OF LAKE LEAVITT 0.1 M  SOUTH OF
 DH6594'THE NORTH EDGE OF FOOTING, 0.1 M EAST OF THE WEST EDGE OF FOOTING, 6.5
 DH6594'M SOUTH  OF AN ORANGE CARSONITE WITNESS POST, 7.0 M SOUTH OF THE SOUTH
 DH6594'RIGHT OF WAY FENCE OF  HIGHWAY 395, AND 8.9 M NORTH OF THE NORTHWEST
 DH6594'CORNER OF THE SIPHON STRUCTURE.                             THIS
 DH6594'STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT
 DH6594'MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6389 ***********************************************************************
 DH6389  DESIGNATION -  395 LAS 71.17
 DH6389  PID         -  DH6389
 DH6389  STATE/COUNTY-  CA/LASSEN
 DH6389  USGS QUAD   -  STANDISH (1994)
 DH6389
 DH6389                         *CURRENT SURVEY CONTROL
 DH6389  ___________________________________________________________________
 DH6389* NAD 83(2007)-  40 21 57.38768(N)    120 24 13.05352(W)     ADJUSTED  
 DH6389* NAVD 88     -      1233.1    (meters)    4046.     (feet)  GPS OBS   
 DH6389  ___________________________________________________________________
 DH6389  EPOCH DATE  -        2007.00
 DH6389  X           -  -2,463,340.184 (meters)                     COMP
 DH6389  Y           -  -4,198,052.968 (meters)                     COMP
 DH6389  Z           -   4,109,812.407 (meters)                     COMP
 DH6389  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DH6389  ELLIP HEIGHT-        1209.655 (meters)          (02/10/07) ADJUSTED
 DH6389  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 DH6389
 DH6389  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6389  Type    PID    Designation                      North   East  Ellip
 DH6389  -------------------------------------------------------------------
 DH6389  NETWORK DH6389 395 LAS 71.17                     1.10   1.04   2.27
 DH6389  -------------------------------------------------------------------
 DH6389
 DH6389.The horizontal coordinates were established by GPS observations
 DH6389.and adjusted by the National Geodetic Survey in February 2007.
 DH6389
 DH6389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6389.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6389.The horizontal coordinates are valid at the epoch date displayed above.
 DH6389.The epoch date for horizontal control is a decimal equivalence
 DH6389.of Year/Month/Day.
 DH6389
 DH6389.The orthometric height was determined by GPS observations and a
 DH6389.high-resolution geoid model.
 DH6389
 DH6389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6389
 DH6389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6389
 DH6389.The ellipsoidal height was determined by GPS observations
 DH6389.and is referenced to NAD 83.
 DH6389
 DH6389.The geoid height was determined by GEOID03.
 DH6389
 DH6389;                    North         East     Units Scale Factor Converg.
 DH6389;SPC CA 1     -   615,893.493 2,135,572.784   MT  0.99992795   +1 02 37.8
 DH6389;SPC CA 1     - 2,020,643.90  7,006,458.38   sFT  0.99992795   +1 02 37.8
 DH6389;UTM  10      - 4,471,610.609   720,450.413   MT  1.00019827   +1 40 56.1
 DH6389
 DH6389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6389!SPC CA 1     -   0.99981028  x   0.99992795  =   0.99973824
 DH6389!UTM  10      -   0.99981028  x   1.00019827  =   1.00000851
 DH6389
 DH6389                          SUPERSEDED SURVEY CONTROL
 DH6389
 DH6389  NAD 83(1998)-  40 21 57.38707(N)    120 24 13.05294(W) AD(2004.69) B
 DH6389  ELLIP H (09/28/05) 1209.667  (m)                       GP(       ) 4 1
 DH6389
 DH6389.Superseded values are not recommended for survey control.
 DH6389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6389.See file dsdata.txt to determine how the superseded data were derived.
 DH6389
 DH6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK2045071611(NAD 83)
 DH6389_MARKER: DD = SURVEY DISK
 DH6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6389_STAMPING: 7-395-71.17
 DH6389_MARK LOGO: CADT  
 DH6389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6389+STABILITY: SURFACE MOTION
 DH6389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6389+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6389
 DH6389  HISTORY     - Date     Condition        Report By
 DH6389  HISTORY     - 19810806 MONUMENTED       CADT
 DH6389  HISTORY     - 20031231 GOOD             CADT
 DH6389
 DH6389                          STATION DESCRIPTION
 DH6389
 DH6389'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6389'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 IN LASSEN COUNTY AT
 DH6389'POSTMILE 71.15 ABOUT  2 KM SOUTHWEST OF LITCHFIELD 1.6 KM EAST OF
 DH6389'STANDISH, AND 221 KM EASTSOUTHEAST OF  SUSANVILLE.  TO REACH THE
 DH6389'STATION FROM THE INTERSECTION OF LASSEN COUNTY ROAD A 3 AND  HIGHWAY
 DH6389'395 IN STANDISH GO EAST ON HIGHWAY 395 1.66 KM TO THE STATION ON THE
 DH6389'RIGHT.  THE  STATION IS A STANDARD CALIFORNIA DEPARTMENT OF
 DH6389'TRANSPORTATION BRASS DISK SET IN  CONCRETE 0.3 M NORTHWEST OF A METAL
 DH6389'GUIDE POST, 1.0 M SOUTHWEST OF AN ORANGE  CARSONITE WITNESS POST, 1.0
 DH6389'M NORTHWEST OF THE TOP OF A CUT BANK, 1.5 M SOUTHEAST OF A  GUARDRAIL,
 DH6389'6.3 M SOUTHEAST OF THE YELLOW STRIPE OF HIGHWAY 395, AND 6.5 M
 DH6389'SOUTHWEST OF  THE SOUTHWESTERLY CORNER OF THE CONCRETE RAILING AT THE
 DH6389'END OF THE DILL SLOUGH  BRIDGE.
 DH6389'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6389'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6390 ***********************************************************************
 DH6390  DESIGNATION -  395 LAS 82.88
 DH6390  PID         -  DH6390
 DH6390  STATE/COUNTY-  CA/LASSEN
 DH6390  USGS QUAD   -  SHAFFER MOUNTAIN (1988)
 DH6390
 DH6390                         *CURRENT SURVEY CONTROL
 DH6390  ___________________________________________________________________
 DH6390* NAD 83(2007)-  40 27 17.24202(N)    120 16 44.77174(W)     ADJUSTED  
 DH6390* NAVD 88     -      1356.46   (meters)    4450.3    (feet)  LEVELING  
 DH6390  ___________________________________________________________________
 DH6390  EPOCH DATE  -        2007.00
 DH6390  X           -  -2,451,032.716 (meters)                     COMP
 DH6390  Y           -  -4,197,953.827 (meters)                     COMP
 DH6390  Z           -   4,117,406.308 (meters)                     COMP
 DH6390  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DH6390  ELLIP HEIGHT-        1333.457 (meters)          (02/10/07) ADJUSTED
 DH6390  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DH6390
 DH6390  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6390  Type    PID    Designation                      North   East  Ellip
 DH6390  -------------------------------------------------------------------
 DH6390  NETWORK DH6390 395 LAS 82.88                     1.16   1.23   2.63
 DH6390  -------------------------------------------------------------------
 DH6390  VERT ORDER  -  THIRD ?
 DH6390
 DH6390.The horizontal coordinates were established by GPS observations
 DH6390.and adjusted by the National Geodetic Survey in February 2007.
 DH6390
 DH6390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6390.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6390.The horizontal coordinates are valid at the epoch date displayed above.
 DH6390.The epoch date for horizontal control is a decimal equivalence
 DH6390.of Year/Month/Day.
 DH6390
 DH6390.The orthometric height was determined by differential leveling.
 DH6390.The vertical network tie was performed by a horz. field party for horz.
 DH6390.obs reductions. Reset procedures were used to establish the elevation.
 DH6390
 DH6390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6390
 DH6390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6390
 DH6390.The ellipsoidal height was determined by GPS observations
 DH6390.and is referenced to NAD 83.
 DH6390
 DH6390.The geoid height was determined by GEOID03.
 DH6390
 DH6390;                    North         East     Units Scale Factor Converg.
 DH6390;SPC CA 1     -   625,956.953 2,145,952.885   MT  0.99991654   +1 07 31.0
 DH6390;SPC CA 1     - 2,053,660.44  7,040,513.76   sFT  0.99991654   +1 07 31.0
 DH6390;UTM  10      - 4,481,792.424   730,720.646   MT  1.00025530   +1 45 58.4
 DH6390
 DH6390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6390!SPC CA 1     -   0.99979086  x   0.99991654  =   0.99970742
 DH6390!UTM  10      -   0.99979086  x   1.00025530  =   1.00004611
 DH6390
 DH6390                          SUPERSEDED SURVEY CONTROL
 DH6390
 DH6390  NAD 83(1998)-  40 27 17.24140(N)    120 16 44.77091(W) AD(2004.69) B
 DH6390  ELLIP H (09/28/05) 1333.453  (m)                       GP(       ) 4 1
 DH6390
 DH6390.Superseded values are not recommended for survey control.
 DH6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6390.See file dsdata.txt to determine how the superseded data were derived.
 DH6390
 DH6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK3072181792(NAD 83)
 DH6390_MARKER: DD = SURVEY DISK
 DH6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6390_STAMPING: 7-395-83A
 DH6390_MARK LOGO: CADH  
 DH6390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6390+STABILITY: SURFACE MOTION
 DH6390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6390+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6390
 DH6390  HISTORY     - Date     Condition        Report By
 DH6390  HISTORY     - 19810806 MONUMENTED       CADT
 DH6390  HISTORY     - 20031231 GOOD             CADT
 DH6390
 DH6390                          STATION DESCRIPTION
 DH6390
 DH6390'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6390'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 IN LASSEN COUNTY AT
 DH6390'POSTMILE 82.88 ABOUT  12.5 KM NORTHNORTHWEST OF WENDEL, 12.5 KM
 DH6390'NORTHEAST OF LITCHFIELD, AND 32 KM EAST OF  SUSANVILLE.  TO REACH THE
 DH6390'STATION FROM THE INTERSEECTION OF WENDEL ROAD AND HIGHWAY  395 EAST OF
 DH6390'LITCHFIELD GO NORTHEAST ON HIGHWAY 395 8.14 KM TO SMOKE CREEK ROAD
 DH6390'(LASSEN  COUNTY ROAD 338) ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 395
 DH6390'1.32 KM TO THE STATION ON  THE RIGHT.  THE STATION IS A STANDARD
 DH6390'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN          CONCRETE
 DH6390'0.8 M EAST OF A METAL GUARD POST, 1.2 M SOUTH OF AN ORANGE CARSONITE
 DH6390'WITNESS  POST, 4.5 M EAST OF THE TOP OF A CUT BANK, 23.7 M EAST OF THE
 DH6390'YELLOW STRIPE OF HIGHWAY 395,  AND 37.8 M WEST OF THE EAST RIGHT OF
 DH6390'WAY FENCE OF HIGHWAY 395.                              THIS STATION
 DH6390'WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT
 DH6390'MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6595 ***********************************************************************
 DH6595  DESIGNATION -  395 MOD 40.00
 DH6595  PID         -  DH6595
 DH6595  STATE/COUNTY-  CA/MODOC
 DH6595  USGS QUAD   -  DAVIS CREEK (1993)
 DH6595
 DH6595                         *CURRENT SURVEY CONTROL
 DH6595  ___________________________________________________________________
 DH6595* NAD 83(2007)-  41 41 34.93705(N)    120 22 31.71043(W)     ADJUSTED  
 DH6595* NAVD 88     -      1469.3    (meters)    4821.     (feet)  GPS OBS   
 DH6595  ___________________________________________________________________
 DH6595  EPOCH DATE  -        2007.00
 DH6595  X           -  -2,412,437.286 (meters)                     COMP
 DH6595  Y           -  -4,115,935.313 (meters)                     COMP
 DH6595  Z           -   4,221,168.758 (meters)                     COMP
 DH6595  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 DH6595  ELLIP HEIGHT-        1447.749 (meters)          (02/10/07) ADJUSTED
 DH6595  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 DH6595
 DH6595  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6595  Type    PID    Designation                      North   East  Ellip
 DH6595  -------------------------------------------------------------------
 DH6595  NETWORK DH6595 395 MOD 40.00                     1.35   1.14   2.61
 DH6595  -------------------------------------------------------------------
 DH6595
 DH6595.The horizontal coordinates were established by GPS observations
 DH6595.and adjusted by the National Geodetic Survey in February 2007.
 DH6595
 DH6595.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6595.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6595.The horizontal coordinates are valid at the epoch date displayed above.
 DH6595.The epoch date for horizontal control is a decimal equivalence
 DH6595.of Year/Month/Day.
 DH6595
 DH6595.The orthometric height was determined by GPS observations and a
 DH6595.high-resolution geoid model.
 DH6595
 DH6595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6595
 DH6595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6595
 DH6595.The ellipsoidal height was determined by GPS observations
 DH6595.and is referenced to NAD 83.
 DH6595
 DH6595.The geoid height was determined by GEOID03.
 DH6595
 DH6595;                    North         East     Units Scale Factor Converg.
 DH6595;SPC CA 1     -   763,280.795 2,135,231.209   MT  1.00000680   +1 03 44.1
 DH6595;SPC CA 1     - 2,504,197.07  7,005,337.72   sFT  1.00000680   +1 03 44.1
 DH6595;UTM  10      - 4,619,023.941   718,407.324   MT  1.00018705   +1 44 46.9
 DH6595
 DH6595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6595!SPC CA 1     -   0.99977298  x   1.00000680  =   0.99977977
 DH6595!UTM  10      -   0.99977298  x   1.00018705  =   0.99995998
 DH6595
 DH6595                          SUPERSEDED SURVEY CONTROL
 DH6595
 DH6595  NAD 83(1998)-  41 41 34.93583(N)    120 22 31.71047(W) AD(2004.69) B
 DH6595  ELLIP H (09/28/05) 1447.761  (m)                       GP(       ) 4 1
 DH6595
 DH6595.Superseded values are not recommended for survey control.
 DH6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6595.See file dsdata.txt to determine how the superseded data were derived.
 DH6595
 DH6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM1840719024(NAD 83)
 DH6595_MARKER: DD = SURVEY DISK
 DH6595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6595+WITH SETTING: INFORMATION.
 DH6595_STAMPING: 395 MOD 40.00 2004
 DH6595_MARK LOGO: CSRC  
 DH6595_PROJECTION: FLUSH
 DH6595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6595+STABILITY: SURFACE MOTION
 DH6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6595+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6595_ROD/PIPE-DEPTH: 1.5  meters
 DH6595
 DH6595  HISTORY     - Date     Condition        Report By
 DH6595  HISTORY     - 20040803 MONUMENTED       CADT
 DH6595
 DH6595                          STATION DESCRIPTION
 DH6595
 DH6595'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6595'THE STATION IS ADJACENT TO HIGHWAY 395 AT POSTMILE 40.00 ABOUT 4 KM
 DH6595'SOUTH OF DAVIS  CREEK, 27 KM NORTHEAST OF ALTURAS, AND 25 KM NORTHWEST
 DH6595'OF CEDARVILLE.  TO REACH THE  STATION FROM THE INTERSECTION OF HIGHWAY
 DH6595'299 AND HIGHWAY 395 NORTHEAST OF ALTURAS GO  NORTH ON HIGHWAY 395 9.89
 DH6595'KM TO JOSEPH CREEK ROAD (MODOC COUNTY ROAD 118).  CONTINUE  NORTH ON
 DH6595'HIGHWAY 395 8.96 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DH6595'SURVEY DISK  ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE SET
 DH6595'FLUSH WITH THE GROUND  1.0 M  EAST OF AN ORANGE CARSONITE WITNESS
 DH6595'POST, 0.8 M NORTH OF A WHITE CARSONITE POST WITH  AMBER REFLECTOR, 1.6
 DH6595'M EAST OF THE WEST RIGHT OF WAY FENCE, 17.3 M WEST OF THE YELLOW
 DH6595'STRIPE OF HIGHWAY 395, 28 M SOUTH OF A GRAVEL DRIVEWAY, 60 M NORTHWEST
 DH6595'OF POWER POLE  060, AND 60.5 M SOUTHWEST OF POWER POLE 059.
 DH6595'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6595'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6596 ***********************************************************************
 DH6596  DESIGNATION -  395 MOD 50.19
 DH6596  PID         -  DH6596
 DH6596  STATE/COUNTY-  CA/MODOC
 DH6596  USGS QUAD   -  SUGAR HILL (1993)
 DH6596
 DH6596                         *CURRENT SURVEY CONTROL
 DH6596  ___________________________________________________________________
 DH6596* NAD 83(2007)-  41 50 08.97527(N)    120 21 31.55668(W)     ADJUSTED  
 DH6596* NAVD 88     -      1556.4    (meters)    5106.     (feet)  GPS OBS   
 DH6596  ___________________________________________________________________
 DH6596  EPOCH DATE  -        2007.00
 DH6596  X           -  -2,405,929.554 (meters)                     COMP
 DH6596  Y           -  -4,107,577.704 (meters)                     COMP
 DH6596  Z           -   4,233,058.872 (meters)                     COMP
 DH6596  LAPLACE CORR-           8.27  (seconds)                    DEFLEC99
 DH6596  ELLIP HEIGHT-        1534.889 (meters)          (02/10/07) ADJUSTED
 DH6596  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 DH6596
 DH6596  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6596  Type    PID    Designation                      North   East  Ellip
 DH6596  -------------------------------------------------------------------
 DH6596  NETWORK DH6596 395 MOD 50.19                     1.31   1.31   2.37
 DH6596  -------------------------------------------------------------------
 DH6596
 DH6596.The horizontal coordinates were established by GPS observations
 DH6596.and adjusted by the National Geodetic Survey in February 2007.
 DH6596
 DH6596.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6596.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6596.The horizontal coordinates are valid at the epoch date displayed above.
 DH6596.The epoch date for horizontal control is a decimal equivalence
 DH6596.of Year/Month/Day.
 DH6596
 DH6596.The orthometric height was determined by GPS observations and a
 DH6596.high-resolution geoid model.
 DH6596
 DH6596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6596
 DH6596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6596
 DH6596.The ellipsoidal height was determined by GPS observations
 DH6596.and is referenced to NAD 83.
 DH6596
 DH6596.The geoid height was determined by GEOID03.
 DH6596
 DH6596;                    North         East     Units Scale Factor Converg.
 DH6596;SPC CA 1     -   779,163.678 2,136,324.952   MT  1.00004737   +1 04 23.4
 DH6596;SPC CA 1     - 2,556,306.17  7,008,926.11   sFT  1.00004737   +1 04 23.4
 DH6596;UTM  10      - 4,634,921.380   719,310.791   MT  1.00019189   +1 45 44.6
 DH6596
 DH6596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6596!SPC CA 1     -   0.99975932  x   1.00004737  =   0.99980668
 DH6596!UTM  10      -   0.99975932  x   1.00019189  =   0.99995116
 DH6596
 DH6596                          SUPERSEDED SURVEY CONTROL
 DH6596
 DH6596  NAD 83(1998)-  41 50 08.97425(N)    120 21 31.55675(W) AD(2004.69) B
 DH6596  ELLIP H (09/28/05) 1534.895  (m)                       GP(       ) 4 1
 DH6596
 DH6596.Superseded values are not recommended for survey control.
 DH6596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6596.See file dsdata.txt to determine how the superseded data were derived.
 DH6596
 DH6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM1931134921(NAD 83)
 DH6596_MARKER: DD = SURVEY DISK
 DH6596_SETTING: 66 = SET IN ROCK OUTCROP
 DH6596_STAMPING: 395 MOD 50.19 2004
 DH6596_MARK LOGO: CSRC  
 DH6596_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6596+STABILITY: POSITION/ELEVATION WELL
 DH6596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6596+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6596
 DH6596  HISTORY     - Date     Condition        Report By
 DH6596  HISTORY     - 20040803 MONUMENTED       CADT
 DH6596
 DH6596                          STATION DESCRIPTION
 DH6596
 DH6596'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6596'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395 AT POSTMILE 50.19 ABOUT
 DH6596'12 KM NORTH OF DAVIS CREEK, 18 KM SOUTH OF NEW PINE CREEK, AND 24 KM
 DH6596'NORHTWEST OF LAKE  CITY.  TO REACH THE STATION FROM THE CALIFORNIA
 DH6596'NEVADA BORDER IN NEW PINE CREEK GO  SOUTH ON HIGHWAY 395 12.2 KM TO
 DH6596'WILLOW RANCH ROAD (MODOC COUNTY ROAD 47).  CONTINUE  SOUTH ON HIGHWAY
 DH6596'395 6.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK
 DH6596'EPOXIED TO ROCK OUTCROP 1.2 M SOUTHEAST OF AN ORANGE CARSONITE WITNESS
 DH6596'POST, 2.6 M  NORTHEAST OF A WHITE CARSONITE POST WITH AMBER REFLECTOR,
 DH6596'4.0 M EAST OF THE WEST EDGE  OF THE ROCK OUTCROP, 6.0 M WEST OF THE
 DH6596'WEST RIGHT OF WAY FENCE OF HIGHWAY 395, 30.5 M  WEST OF THE TOP OF
 DH6596'FILL, 53.5 M WEST OF THE YELLOW STRIPE OF HIGHWAY 395, AND 5 M LOWER
 DH6596'THAN THE ROAD.
 DH6596'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6596'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6597 ***********************************************************************
 DH6597  DESIGNATION -  395 MOD 57.65
 DH6597  PID         -  DH6597
 DH6597  STATE/COUNTY-  CA/MODOC
 DH6597  USGS QUAD   -  WILLOW RANCH (1993)
 DH6597
 DH6597                         *CURRENT SURVEY CONTROL
 DH6597  ___________________________________________________________________
 DH6597* NAD 83(2007)-  41 56 19.57938(N)    120 19 03.91182(W)     ADJUSTED  
 DH6597* NAVD 88     -      1458.3    (meters)    4784.     (feet)  GPS OBS   
 DH6597  ___________________________________________________________________
 DH6597  EPOCH DATE  -        2007.00
 DH6597  X           -  -2,399,097.288 (meters)                     COMP
 DH6597  Y           -  -4,102,644.162 (meters)                     COMP
 DH6597  Z           -   4,241,507.871 (meters)                     COMP
 DH6597  LAPLACE CORR-          11.83  (seconds)                    DEFLEC99
 DH6597  ELLIP HEIGHT-        1437.017 (meters)          (02/10/07) ADJUSTED
 DH6597  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 DH6597
 DH6597  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6597  Type    PID    Designation                      North   East  Ellip
 DH6597  -------------------------------------------------------------------
 DH6597  NETWORK DH6597 395 MOD 57.65                     1.29   1.31   2.31
 DH6597  -------------------------------------------------------------------
 DH6597
 DH6597.The horizontal coordinates were established by GPS observations
 DH6597.and adjusted by the National Geodetic Survey in February 2007.
 DH6597
 DH6597.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6597.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6597.The horizontal coordinates are valid at the epoch date displayed above.
 DH6597.The epoch date for horizontal control is a decimal equivalence
 DH6597.of Year/Month/Day.
 DH6597
 DH6597.The orthometric height was determined by GPS observations and a
 DH6597.high-resolution geoid model.
 DH6597
 DH6597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6597
 DH6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6597
 DH6597.The ellipsoidal height was determined by GPS observations
 DH6597.and is referenced to NAD 83.
 DH6597
 DH6597.The geoid height was determined by GEOID03.
 DH6597
 DH6597;                    North         East     Units Scale Factor Converg.
 DH6597;SPC CA 1     -   790,661.182 2,139,511.613   MT  1.00008051   +1 05 60.0
 DH6597;SPC CA 1     - 2,594,027.56  7,019,381.02   sFT  1.00008051   +1 05 60.0
 DH6597;UTM  10      - 4,646,458.068   722,358.918   MT  1.00020845   +1 47 36.2
 DH6597
 DH6597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6597!SPC CA 1     -   0.99977466  x   1.00008051  =   0.99985516
 DH6597!UTM  10      -   0.99977466  x   1.00020845  =   0.99998307
 DH6597
 DH6597                          SUPERSEDED SURVEY CONTROL
 DH6597
 DH6597  NAD 83(1998)-  41 56 19.57839(N)    120 19 03.91181(W) AD(2004.69) B
 DH6597  ELLIP H (09/28/05) 1437.023  (m)                       GP(       ) 4 1
 DH6597
 DH6597.Superseded values are not recommended for survey control.
 DH6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6597.See file dsdata.txt to determine how the superseded data were derived.
 DH6597
 DH6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM2235946458(NAD 83)
 DH6597_MARKER: DD = SURVEY DISK
 DH6597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH6597_SP_SET: HEADWALL
 DH6597_STAMPING: 395 MOD 57.65 2004
 DH6597_MARK LOGO: CSRC  
 DH6597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6597+STABILITY: SURFACE MOTION
 DH6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6597+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DH6597
 DH6597  HISTORY     - Date     Condition        Report By
 DH6597  HISTORY     - 20040803 MONUMENTED       CADT
 DH6597
 DH6597                          STATION DESCRIPTION
 DH6597
 DH6597'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6597'THE STATION IS LOCATED ADJACENT TO HIGHWAY 395  AT POSTMILE 57.65
 DH6597'ABOUT 6 KM SOUTH OF  NEW PINE CREEK, 23 KM NORTH OF DAVIS CREEK, AND
 DH6597'16 KM NORTHWEST OF FORT BIDWELL.  TO  REACH THE STATION FROM THE
 DH6597'CALIFORNIA OREGON BORDER GO SOUTH ON HIGHWAY 395 6.3 KM TO  THE
 DH6597'STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK EPOXIED TO A ROCK
 DH6597'AND MORTAR  HEADWALL 0.5 M SOUTH OF THE NORTH END OF THE HEADWALL, 0.2
 DH6597'M EAST OF AN ORANGE  CARSONITE WITNESS POST, 1.4 M NORTH OF A WHITE
 DH6597'CARSONITE POST WITH AMBER REFLECTOR, 2.1  M SOUTH-SOUTHWEST OF A METAL
 DH6597'GUIDE POST, 8.9 M WEST OF THE YELLOW STRIPE OF HIGHWAY  395, 10.2 M
 DH6597'EAST OF THE WEST RIGHT OF WAY FENCE,  54 M NORTHWEST OF POWER POLE
 DH6597'2/21, AND  79 M SOUTHWEST OF POWER POLE 1/21.         THIS STATION WAS
 DH6597'OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT  MODERNIZATION
 DH6597'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6391 ***********************************************************************
 DH6391  DESIGNATION -  395 SIE 0.16
 DH6391  PID         -  DH6391
 DH6391  STATE/COUNTY-  CA/SIERRA
 DH6391  USGS QUAD   -  EVANS CANYON (1978)
 DH6391
 DH6391                         *CURRENT SURVEY CONTROL
 DH6391  ___________________________________________________________________
 DH6391* NAD 83(2007)-  39 40 32.20759(N)    120 00 10.89594(W)     ADJUSTED  
 DH6391* NAVD 88     -      1574.9    (meters)    5167.     (feet)  GPS OBS   
 DH6391  ___________________________________________________________________
 DH6391  EPOCH DATE  -        2007.00
 DH6391  X           -  -2,458,712.210 (meters)                     COMP
 DH6391  Y           -  -4,258,094.991 (meters)                     COMP
 DH6391  Z           -   4,051,319.687 (meters)                     COMP
 DH6391  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DH6391  ELLIP HEIGHT-        1551.040 (meters)          (02/10/07) ADJUSTED
 DH6391  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 DH6391
 DH6391  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6391  Type    PID    Designation                      North   East  Ellip
 DH6391  -------------------------------------------------------------------
 DH6391  NETWORK DH6391 395 SIE 0.16                      1.29   1.20   2.23
 DH6391  -------------------------------------------------------------------
 DH6391
 DH6391.The horizontal coordinates were established by GPS observations
 DH6391.and adjusted by the National Geodetic Survey in February 2007.
 DH6391
 DH6391.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6391.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6391.The horizontal coordinates are valid at the epoch date displayed above.
 DH6391.The epoch date for horizontal control is a decimal equivalence
 DH6391.of Year/Month/Day.
 DH6391
 DH6391.The orthometric height was determined by GPS observations and a
 DH6391.high-resolution geoid model.
 DH6391
 DH6391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6391
 DH6391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6391
 DH6391.The ellipsoidal height was determined by GPS observations
 DH6391.and is referenced to NAD 83.
 DH6391
 DH6391.The geoid height was determined by GEOID03.
 DH6391
 DH6391;                    North         East     Units Scale Factor Converg.
 DH6391;SPC CA 2     -   724,892.006 2,171,314.137   MT  0.99996779   +1 15 32.5
 DH6391;SPC CA 2     - 2,378,249.86  7,123,719.80   sFT  0.99996779   +1 15 32.5
 DH6391;UTM  10      - 4,396,048.692   757,049.046   MT  1.00041356   +1 54 52.0
 DH6391;UTM  11      - 4,396,066.066   242,431.676   MT  1.00041685   -1 55 05.9
 DH6391
 DH6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6391!SPC CA 2     -   0.99975673  x   0.99996779  =   0.99972452
 DH6391!UTM  10      -   0.99975673  x   1.00041356  =   1.00017019
 DH6391!UTM  11      -   0.99975673  x   1.00041685  =   1.00017347
 DH6391
 DH6391                          SUPERSEDED SURVEY CONTROL
 DH6391
 DH6391  NAD 83(1998)-  39 40 32.20769(N)    120 00 10.89575(W) AD(2004.69) B
 DH6391  ELLIP H (09/28/05) 1551.129  (m)                       GP(       ) 4 1
 DH6391
 DH6391.Superseded values are not recommended for survey control.
 DH6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6391.See file dsdata.txt to determine how the superseded data were derived.
 DH6391
 DH6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ5704996049(NAD 83)
 DH6391_MARKER: DD = SURVEY DISK
 DH6391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6391_STAMPING: 13-395-0A
 DH6391_MARK LOGO: CADH  
 DH6391_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6391+STABILITY: SURFACE MOTION
 DH6391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6391+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 DH6391
 DH6391  HISTORY     - Date     Condition        Report By
 DH6391  HISTORY     - 19660831 MONUMENTED       CADT
 DH6391  HISTORY     - 20031231 GOOD             CADT
 DH6391
 DH6391                          STATION DESCRIPTION
 DH6391
 DH6391'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6391'THE STATION IS LOCATED IN THE MEDIAN OF HIGHWAY 395 IN SIERRA COUNTY
 DH6391'AT POSTMILE 0.16,  ABOUT 1 KM NORTHWEST OF BORDERTOWN NEVADA, 20 KM
 DH6391'EAST OF LOYALTON, AND 18 KM  SOUTHSOUTHEAST OF CHILCOOT.  TO REACH THE
 DH6391'STATION FROM THE CALIFORNIA NEVADA BORDER  ON HIGHWAY 395 GO
 DH6391'NORTHNORHTWEST ALONG HIGHWAY 395 260 M TO THE STATION IN THE  MEDIAN
 DH6391'ON TOP OF A CUT.  THE STATION IS A STANDARD CADH BRASS DISK STAMPED 13
 DH6391'395 0A SET  IN A 0.3 M SQUARE CONCRETE POST 1.0 M EAST OF AN ORANGE
 DH6391'CARSONITE WITNESS POST, 1.3 M  NORTH OF A WHITE CARSONITE POST WITH
 DH6391'AMBER REFLECTOR, 28 M WEST OF THE WEST EDGE OF  PAVEMENT OF THE NORTH
 DH6391'BOUND LANES OF HIGHWAY 395, AND 0.6 M SOUTH OF A METAL GUARD  POST.
 DH6391' 
 DH6391'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6391'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3708 ***********************************************************************
 HS3708  DESIGNATION -  395 USGS
 HS3708  PID         -  HS3708
 HS3708  STATE/COUNTY-  CA/CONTRA COSTA
 HS3708  USGS QUAD   -  CLAYTON (1994)
 HS3708
 HS3708                         *CURRENT SURVEY CONTROL
 HS3708  ___________________________________________________________________
 HS3708* NAD 83(1986)-  37 56 28.     (N)    121 56 02.     (W)     SCALED    
 HS3708* NAVD 88     -       121.32   (+/-2cm)     398.0    (feet)  VERTCON   
 HS3708  ___________________________________________________________________
 HS3708  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 HS3708  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3708
 HS3708.The horizontal coordinates were scaled from a topographic map and have
 HS3708.an estimated accuracy of +/- 6 seconds.
 HS3708
 HS3708.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3708.The vertical order pertains to the NGVD 29 superseded value.
 HS3708
 HS3708.The geoid height was determined by GEOID03.
 HS3708
 HS3708;                    North         East    Units  Estimated Accuracy
 HS3708;SPC CA 3     -   660,900.    1,873,970.      MT  (+/- 180 meters Scaled)
 HS3708
 HS3708                          SUPERSEDED SURVEY CONTROL
 HS3708
 HS3708  NGVD 29 (??/??/??)  120.507  (m)          395.36   (f) ADJUSTED    1 1
 HS3708
 HS3708.Superseded values are not recommended for survey control.
 HS3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3708.See file dsdata.txt to determine how the superseded data were derived.
 HS3708
 HS3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG936998(NAD 83)
 HS3708_MARKER: DD = SURVEY DISK
 HS3708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3708_SP_SET: ABUTMENT
 HS3708_STAMPING: 395
 HS3708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS3708+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 HS3708
 HS3708  HISTORY     - Date     Condition        Report By
 HS3708  HISTORY     - UNK      MONUMENTED       USGS
 HS3708  HISTORY     - 1957     GOOD             NGS
 HS3708  HISTORY     - 1966     GOOD             NGS
 HS3708  HISTORY     - 20050713 GOOD             GEOCAC
 HS3708
 HS3708                          STATION DESCRIPTION
 HS3708
 HS3708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3708'AT CLAYTON.
 HS3708'AT CLAYTON, 0.1 MILE EAST ALONG CLAYTON ROAD (BLACK DIAMOND
 HS3708'HIGHWAY) FROM THE POST OFFICE, IN R1W T1N, IN THE NORTHEAST CORNER
 HS3708'OF SECTION 14, AT THE T JUNCTION OF MARSH CREEK ROAD LEADING
 HS3708'SOUTH, AT A CONCRETE BRIDGE OVER MT DIABLO CREEK, 80 1/2 FEET
 HS3708'EAST OF THE CENTER LINE OF MARSH CREEK ROAD, 16 1/2 FEET SOUTH OF
 HS3708'THE CENTER LINE OF CLAYTON ROAD, SOUTHWEST OF THE SOUTHWEST CORNER
 HS3708'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, ABOUT
 HS3708'2 1/2 FEET LOWER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH
 HS3708'IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- PREVIOUSLY
 HS3708'DESIGNATED 895 USGS
 HS3708
 HS3708                          STATION RECOVERY (1966)
 HS3708
 HS3708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3708'RECOVERED IN GOOD CONDITION.
 HS3708
 HS3708                          STATION RECOVERY (2005)
 HS3708
 HS3708'RECOVERY NOTE BY GEOCACHING 2005
 HS3708'RECOVERED IN GOOD CONDITION AT N 37  56.475 W 121  56.010 BY HANSOHN.
 HS3708'BENCHMARK IS NOW LOCATED IN A 6-8 INCH CONCRETE PIPE AND IS 3.1 FEET
 HS3708'BELOW THE ADAJACENT CONCRETE SURFACE. THERE IS A BLACK STEEL MONUMENT
 HS3708'MARKER CAP LEVEL WITH THE CONCRETE SURFACE.
 HS3708' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0323 ***********************************************************************
 FT0323  DESIGNATION -  3952
 FT0323  PID         -  FT0323
 FT0323  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0323  USGS QUAD   -  BLACKWATER WELL (1988)
 FT0323
 FT0323                         *CURRENT SURVEY CONTROL
 FT0323  ___________________________________________________________________
 FT0323* NAD 83(1986)-  35 20 41.     (N)    117 19 17.     (W)     SCALED    
 FT0323* NAVD 88     -      1205.528  (meters)    3955.14   (feet)  ADJUSTED  
 FT0323  ___________________________________________________________________
 FT0323  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FT0323  DYNAMIC HT  -        1204.110 (meters)    3950.48  (feet)  COMP
 FT0323  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 FT0323
 FT0323  VERT ORDER  -  FIRST     CLASS II
 FT0323
 FT0323.The horizontal coordinates were scaled from a topographic map and have
 FT0323.an estimated accuracy of +/- 6 seconds.
 FT0323
 FT0323.The orthometric height was determined by differential leveling
 FT0323.and adjusted in June 1991.
 FT0323
 FT0323.The geoid height was determined by GEOID03.
 FT0323
 FT0323.The dynamic height is computed by dividing the NAVD 88
 FT0323.geopotential number by the normal gravity value computed on the
 FT0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0323.degrees latitude (g = 980.6199 gals.).
 FT0323
 FT0323.The modeled gravity was interpolated from observed gravity values.
 FT0323
 FT0323;                    North         East    Units  Estimated Accuracy
 FT0323;SPC CA 5     -   704,840.    2,061,690.      MT  (+/- 180 meters Scaled)
 FT0323
 FT0323                          SUPERSEDED SURVEY CONTROL
 FT0323
 FT0323  NGVD 29 (??/??/??) 1204.89   (m)         3953.0    (f) RESET       3  
 FT0323
 FT0323.Superseded values are not recommended for survey control.
 FT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0323.See file dsdata.txt to determine how the superseded data were derived.
 FT0323
 FT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV707113(NAD 83)
 FT0323_MARKER: DB = BENCH MARK DISK
 FT0323_SETTING: 80 = SET IN A BOULDER
 FT0323_SP_SET: BOULDER
 FT0323_STAMPING: 3952 1907 USGS
 FT0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0323+STABILITY: SURFACE MOTION
 FT0323
 FT0323  HISTORY     - Date     Condition        Report By
 FT0323  HISTORY     - 1907     MONUMENTED       USGS
 FT0323  HISTORY     - 1943     GOOD             NGS
 FT0323
 FT0323                          STATION DESCRIPTION
 FT0323
 FT0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FT0323'20.4 MI NE FROM JOHANNESBURG.
 FT0323'20.4 MILES NORTHEAST ALONG A DESERT ROAD LEADING TO INDIAN
 FT0323'SPRINGS VIA BLACKWATER WELL AND COPPER CITY, 1.9 MILES SOUTHEAST
 FT0323'OF BLACKWATER WELL, 27 FEET NORTHEAST OF CENTER LINE OF ROAD,
 FT0323'75 FEET EAST OF CREST OF HILL.  WITNESS POST SET.  A UNITED
 FT0323'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3952 1907 AND
 FT0323'SET IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1384 ***********************************************************************
 GT1384  DESIGNATION -  396
 GT1384  PID         -  GT1384
 GT1384  STATE/COUNTY-  CA/FRESNO
 GT1384  USGS QUAD   -  WAHTOKE (1966)
 GT1384
 GT1384                         *CURRENT SURVEY CONTROL
 GT1384  ___________________________________________________________________
 GT1384* NAD 83(1986)-  36 43 14.     (N)    119 27 25.     (W)     SCALED    
 GT1384* NAVD 88     -       121.44   (+/-2cm)     398.4    (feet)  VERTCON   
 GT1384  ___________________________________________________________________
 GT1384  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GT1384  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1384
 GT1384.The horizontal coordinates were scaled from a topographic map and have
 GT1384.an estimated accuracy of +/- 6 seconds.
 GT1384
 GT1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1384.The vertical order pertains to the NGVD 29 superseded value.
 GT1384
 GT1384.The geoid height was determined by GEOID03.
 GT1384
 GT1384;                    North         East    Units  Estimated Accuracy
 GT1384;SPC CA 4     -   654,030.    1,959,180.      MT  (+/- 180 meters Scaled)
 GT1384
 GT1384                          SUPERSEDED SURVEY CONTROL
 GT1384
 GT1384  NGVD 29 (??/??/92)  120.65   (m)          395.8    (f) COMPUTED    1 2
 GT1384
 GT1384.Superseded values are not recommended for survey control.
 GT1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1384.See file dsdata.txt to determine how the superseded data were derived.
 GT1384
 GT1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA805666(NAD 83)
 GT1384_MARKER: P = PIPE CAP
 GT1384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT1384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT1384_STAMPING: 396
 GT1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1384
 GT1384  HISTORY     - Date     Condition        Report By
 GT1384  HISTORY     - UNK      MONUMENTED       USGS
 GT1384  HISTORY     - 1947     GOOD             NGS
 GT1384  HISTORY     - 1958     MARK NOT FOUND   USGS
 GT1384
 GT1384                          STATION DESCRIPTION
 GT1384
 GT1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 GT1384'AT MINKLER.
 GT1384'AT MINKLER, ABOUT 0.5 MILES WEST ALONG STATE HIGHWAY NO. 180
 GT1384'FROM THE GRADE SCHOOL AT MINKLER, SET ON THE INSIDE OF A 90-DEGREE
 GT1384'TURN OF HIGHWAY, 30 FEET NORTH OF CENTER LINE OF HIGHWAY LEADING
 GT1384'EAST, 30 FEET EAST OF CENTER LINE OF HIGHWAY LEADING NORTH.
 GT1384'BRONZE CAP ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT
 GT1384'ABOVE THE GROUND AND LEANING SLIGHTLY TO THE NORTHWEST BUT
 GT1384'FIRM IN THE GROUND.  NOTE-- ROD WAS HELD ON HIGHEST POINT OF THE
 GT1384'DISK.
 GT1384
 GT1384                          STATION RECOVERY (1958)
 GT1384
 GT1384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GT1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0259 ***********************************************************************
 FU0259  DESIGNATION -  396+21.48 CAHD
 FU0259  PID         -  FU0259
 FU0259  STATE/COUNTY-  CA/KERN
 FU0259  USGS QUAD   -  METTLER (1992)
 FU0259
 FU0259                         *CURRENT SURVEY CONTROL
 FU0259  ___________________________________________________________________
 FU0259* NAD 83(1986)-  35 02 04.     (N)    118 57 36.     (W)     SCALED    
 FU0259* NAVD 88     -       215.66   (+/-2cm)     707.5    (feet)  VERTCON   
 FU0259  ___________________________________________________________________
 FU0259  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 FU0259  VERT ORDER  -  THIRD (See Below)
 FU0259
 FU0259.The horizontal coordinates were scaled from a topographic map and have
 FU0259.an estimated accuracy of +/- 6 seconds.
 FU0259
 FU0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0259.The vertical order pertains to the NGVD 29 superseded value.
 FU0259
 FU0259.The geoid height was determined by GEOID03.
 FU0259
 FU0259;                    North         East    Units  Estimated Accuracy
 FU0259;SPC CA 5     -   670,630.    1,912,410.      MT  (+/- 180 meters Scaled)
 FU0259
 FU0259                          SUPERSEDED SURVEY CONTROL
 FU0259
 FU0259  NGVD 29 (??/??/??)  214.89   (m)          705.0    (f) RESET       3  
 FU0259
 FU0259.Superseded values are not recommended for survey control.
 FU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0259.See file dsdata.txt to determine how the superseded data were derived.
 FU0259
 FU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU212786(NAD 83)
 FU0259_MARKER: DD = SURVEY DISK
 FU0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0259_STAMPING: 396+12.48
 FU0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0259+STABILITY: SURFACE MOTION
 FU0259
 FU0259  HISTORY     - Date     Condition        Report By
 FU0259  HISTORY     - UNK      MONUMENTED       CADH
 FU0259  HISTORY     - 1958     GOOD             NGS
 FU0259  HISTORY     - 1965     MARK NOT FOUND   NGS
 FU0259
 FU0259                          STATION DESCRIPTION
 FU0259
 FU0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FU0259'2 MI N FROM WHEELER RIDGE.
 FU0259'2.0 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT WHEELER
 FU0259'RIDGE, IN R20W T11N S13, BETWEEN THE EAST AND WEST LANES OF THE
 FU0259'HIGHWAY, 36 1/2 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF
 FU0259'THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF
 FU0259'THE HIGHWAY, 79 1/2 FEET NORTH OF THE CENTER OF THE NORTH END OF A
 FU0259'16-INCH PIPE CULVERT UNDER A DRIVE CONNECTING THE EAST AND WEST
 FU0259'LANES OF THE HIGHWAY, 1.2 FEET SOUTH OF A STEEL STATION MARKER
 FU0259'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 FU0259'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0259
 FU0259                          STATION RECOVERY (1965)
 FU0259
 FU0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FU0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0416 ***********************************************************************
 FU0416  DESIGNATION -  3966 USGS
 FU0416  PID         -  FU0416
 FU0416  STATE/COUNTY-  CA/KERN
 FU0416  USGS QUAD   -  TEHACHAPI NORTH (1992)
 FU0416
 FU0416                         *CURRENT SURVEY CONTROL
 FU0416  ___________________________________________________________________
 FU0416* NAD 83(1986)-  35 07 57.     (N)    118 26 55.     (W)     SCALED    
 FU0416* NAVD 88     -      1210.76   (+/-2cm)    3972.3    (feet)  VERTCON   
 FU0416  ___________________________________________________________________
 FU0416  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FU0416  VERT ORDER  -  THIRD (See Below)
 FU0416
 FU0416.The horizontal coordinates were scaled from a topographic map and have
 FU0416.an estimated accuracy of +/- 6 seconds.
 FU0416
 FU0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0416.The vertical order pertains to the NGVD 29 superseded value.
 FU0416
 FU0416.The geoid height was determined by GEOID03.
 FU0416
 FU0416;                    North         East    Units  Estimated Accuracy
 FU0416;SPC CA 5     -   681,180.    1,959,120.      MT  (+/- 180 meters Scaled)
 FU0416
 FU0416                          SUPERSEDED SURVEY CONTROL
 FU0416
 FU0416  NGVD 29 (??/??/??) 1209.89   (m)         3969.4    (f) RESET       3  
 FU0416
 FU0416.Superseded values are not recommended for survey control.
 FU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0416.See file dsdata.txt to determine how the superseded data were derived.
 FU0416
 FU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU680886(NAD 83)
 FU0416_MARKER: P = PIPE CAP
 FU0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0416_STAMPING: 3966 B 1902 18
 FU0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0416
 FU0416  HISTORY     - Date     Condition        Report By
 FU0416  HISTORY     - 1902     MONUMENTED       USGS
 FU0416  HISTORY     - 1953     MARK NOT FOUND   NGS
 FU0416  HISTORY     - 1973     MARK NOT FOUND   NGS
 FU0416
 FU0416                          STATION DESCRIPTION
 FU0416
 FU0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0416'AT TEHACHAPI.
 FU0416'AT TEHACHAPI, KERN COUNTY, AT THE SOUTHERN PACIFIC CO. RAILROAD
 FU0416'STATION, 30 FEET NORTH OF THE TRACK, AND 15 FEET EAST OF A
 FU0416'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FU0416'3966 B 1902 18 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FU0416
 FU0416                          STATION RECOVERY (1973)
 FU0416
 FU0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FU0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0082 ***********************************************************************
 DB0082  DESIGNATION -  397
 DB0082  PID         -  DB0082
 DB0082  STATE/COUNTY-  CA/IMPERIAL
 DB0082  USGS QUAD   -  CLYDE (1988)
 DB0082
 DB0082                         *CURRENT SURVEY CONTROL
 DB0082  ___________________________________________________________________
 DB0082* NAD 83(1986)-  32 53 15.     (N)    114 55 48.     (W)     SCALED    
 DB0082* NAVD 88     -       121.99   (+/-2cm)     400.2    (feet)  VERTCON   
 DB0082  ___________________________________________________________________
 DB0082  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DB0082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0082
 DB0082.The horizontal coordinates were scaled from a topographic map and have
 DB0082.an estimated accuracy of +/- 6 seconds.
 DB0082
 DB0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0082.The vertical order pertains to the NGVD 29 superseded value.
 DB0082
 DB0082.The geoid height was determined by GEOID03.
 DB0082
 DB0082;                    North         East    Units  Estimated Accuracy
 DB0082;SPC CA 6     -   580,720.    2,123,510.      MT  (+/- 180 meters Scaled)
 DB0082
 DB0082                          SUPERSEDED SURVEY CONTROL
 DB0082
 DB0082  NGVD 29 (??/??/??)  121.270  (m)          397.87   (f) ADJUSTED    2 0
 DB0082
 DB0082.Superseded values are not recommended for survey control.
 DB0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0082.See file dsdata.txt to determine how the superseded data were derived.
 DB0082
 DB0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS936407(NAD 83)
 DB0082_MARKER: DD = SURVEY DISK
 DB0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0082_STAMPING: 397-SB
 DB0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0082+STABILITY: SURFACE MOTION
 DB0082
 DB0082  HISTORY     - Date     Condition        Report By
 DB0082  HISTORY     - UNK      MONUMENTED       USGS
 DB0082  HISTORY     - 1935     GOOD             NGS
 DB0082  HISTORY     - 1985     MARK NOT FOUND   USGS
 DB0082
 DB0082                          STATION DESCRIPTION
 DB0082
 DB0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DB0082'AT DRYLYN.
 DB0082'AT DRYLYN.  ALONG SOUTHERN PACIFIC RAILROAD RIGHT OF WAY, 69 1/2
 DB0082'RAIL LENGTHS APPROXIMATELY 903 YARDS WEST OF MILE POST 710,
 DB0082'5 1/2 RAIL LENGTHS EAST OF TELEPHONE STATION, 1 RAIL EAST OF
 DB0082'BRIDGE 709-C, 50 FEET WEST OF TRACK, 7 FEET SOUTH OF TELEPHONE
 DB0082'POLE ON TOP OF IRON POST 24 INCHES HIGH.  A UNITED STATES
 DB0082'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 397 SB.
 DB0082
 DB0082                          STATION RECOVERY (1985)
 DB0082
 DB0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 DB0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0958 ***********************************************************************
 KT0958  DESIGNATION -  397 USBPR
 KT0958  PID         -  KT0958
 KT0958  STATE/COUNTY-  CA/MENDOCINO
 KT0958  USGS QUAD   -  NEWHOUSE RIDGE (1994)
 KT0958
 KT0958                         *CURRENT SURVEY CONTROL
 KT0958  ___________________________________________________________________
 KT0958* NAD 83(1986)-  39 48 35.     (N)    123 00 45.     (W)     SCALED    
 KT0958* NAVD 88     -       902.17   (+/-2cm)    2959.9    (feet)  VERTCON   
 KT0958  ___________________________________________________________________
 KT0958  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 KT0958  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0958
 KT0958.The horizontal coordinates were scaled from a topographic map and have
 KT0958.an estimated accuracy of +/- 6 seconds.
 KT0958
 KT0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0958.The vertical order pertains to the NGVD 29 superseded value.
 KT0958
 KT0958.The geoid height was determined by GEOID03.
 KT0958
 KT0958;                    North         East    Units  Estimated Accuracy
 KT0958;SPC CA 2     -   738,380.    1,913,300.      MT  (+/- 180 meters Scaled)
 KT0958
 KT0958                          SUPERSEDED SURVEY CONTROL
 KT0958
 KT0958  NGVD 29 (??/??/92)  901.185  (m)         2956.64   (f) ADJ UNCH    1 2
 KT0958
 KT0958.Superseded values are not recommended for survey control.
 KT0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0958.See file dsdata.txt to determine how the superseded data were derived.
 KT0958
 KT0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK989066(NAD 83)
 KT0958_MARKER: DD = SURVEY DISK
 KT0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0958_SP_SET: CULVERT
 KT0958_STAMPING: 397
 KT0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0958
 KT0958  HISTORY     - Date     Condition        Report By
 KT0958  HISTORY     - UNK      MONUMENTED       BPR
 KT0958  HISTORY     - 1966     GOOD             NGS
 KT0958
 KT0958                          STATION DESCRIPTION
 KT0958
 KT0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0958'16.4 MI NE FROM COVELO.
 KT0958'16.4 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE
 KT0958'AT COVELO, AT THE NORTHEAST END OF A CURVE, IN THE TOP AND 0.6
 KT0958'FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 KT0958'HEAD WALL OF 24-INCH PIPE CULVERT 397+86, 28 FEET NORTHWEST OF
 KT0958'THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE
 KT0958'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0703 ***********************************************************************
 HR0703  DESIGNATION -  3977
 HR0703  PID         -  HR0703
 HR0703  STATE/COUNTY-  CA/MARIPOSA
 HR0703  USGS QUAD   -  HALF DOME (1992)
 HR0703
 HR0703                         *CURRENT SURVEY CONTROL
 HR0703  ___________________________________________________________________
 HR0703* NAD 83(1986)-  37 44 49.     (N)    119 34 41.     (W)     SCALED    
 HR0703* NAVD 88     -      1213.55   (+/-2cm)    3981.5    (feet)  VERTCON   
 HR0703  ___________________________________________________________________
 HR0703  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HR0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0703
 HR0703.The horizontal coordinates were scaled from a topographic map and have
 HR0703.an estimated accuracy of +/- 6 seconds.
 HR0703
 HR0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0703.The vertical order pertains to the NGVD 29 superseded value.
 HR0703
 HR0703.The geoid height was determined by GEOID03.
 HR0703
 HR0703;                    North         East    Units  Estimated Accuracy
 HR0703;SPC CA 3     -   638,790.    2,081,250.      MT  (+/- 180 meters Scaled)
 HR0703
 HR0703                          SUPERSEDED SURVEY CONTROL
 HR0703
 HR0703  NGVD 29 (??/??/92) 1212.334  (m)         3977.47   (f) ADJ UNCH    2 0
 HR0703
 HR0703.Superseded values are not recommended for survey control.
 HR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0703.See file dsdata.txt to determine how the superseded data were derived.
 HR0703
 HR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB728808(NAD 83)
 HR0703_MARKER: DD = SURVEY DISK
 HR0703_SETTING: 66 = SET IN ROCK OUTCROP
 HR0703_SP_SET: FLAT ROCK
 HR0703_STAMPING: 3977 B 1919
 HR0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0703+STABILITY: POSITION/ELEVATION WELL
 HR0703
 HR0703  HISTORY     - Date     Condition        Report By
 HR0703  HISTORY     - 1919     MONUMENTED       USGS
 HR0703  HISTORY     - 1943     GOOD             NGS
 HR0703  HISTORY     - 20050502 MARK NOT FOUND   INDIV
 HR0703  HISTORY     - 20080628 MARK NOT FOUND   GEOCAC
 HR0703
 HR0703                          STATION DESCRIPTION
 HR0703
 HR0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0703'1.4 MI NE FROM YOSEMITE LODGE.
 HR0703'1.4 MILES NORTHEAST ALONG YOSEMITE ROUTE 2 FROM YOSEMITE LODGE,
 HR0703'MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 1 MILE SOUTHEAST OF
 HR0703'CAMP CURRY, 27 FEET SOUTH OF THE CENTERLINE OF THE EXIT ROAD
 HR0703'FROM THE AHWAHNEE HOTEL, 25 FEET NORTHEAST OF A POOL, AND IN
 HR0703'THE TOP OF A LARGE FLAT ROCK FLUSH WITH THE GROUND.  A UNITED
 HR0703'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3977 B 1919.
 HR0703
 HR0703                          STATION RECOVERY (2005)
 HR0703
 HR0703'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJH)
 HR0703'COULD NOT REACH MARK BECAUSE OF EXCESSIVE WATER ON MAY 2, 2005.
 HR0703' 
 HR0703'MODIFIED DESCRIPTION - GPS PLACES THE MARK IN A LARGE MARSHY AREA
 HR0703'SOUTH OF THE PRESENT ROAD FROM THE NORTH SIDE OF YOSEMITE VILLAGE TO
 HR0703'THE NORTH SIDE OF THE AHWAHNEE HOTEL.  AN OLD 'ROAD' OR TRAIL JUST
 HR0703'WEST OF THE REMAINS OF A ROCK STRUCTURE MARKING THE ENTRANCE TO THE
 HR0703'AHWAHNEE HOTEL ANGLES OFF TO THE SOUTH EAST AND CAN SERVE AS THE
 HR0703'REFERENCE FOR ENTERING THE MARSH AREA.
 HR0703' 
 HR0703'THERE IS NO FORMAL POOL, THOUGH AN AREA OF OPEN GROUND WATER WAS
 HR0703'VISIBLE ON THIS DATE.
 HR0703
 HR0703                          STATION RECOVERY (2008)
 HR0703
 HR0703'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 HR0703'PUBLISHED LOCATION IS FAR FROM ANY VISIBLE FLAT ROCKS AND HOTEL POOL
 HR0703'BUT IS CLOSE TO OLD STONE FORMATION MARKING HOTEL ENTRANCE ON ROAD.
 HR0703' 
 HR0703'AT APPROXIMATE BEARING AND DISTANCE GIVEN FROM PRESENT DAY HOTEL POOL
 HR0703'IS A DRAINAGE DITCH.
 HR0703'NEXT TO IT IS A LARGE, FLAT ROCK WHICH MAY HAVE BEEN FLIPPED OVER INTO
 HR0703'CURRENT LOCATION WHEN DITCH WAS CONSTRUCTED.
 HR0703'INSUFFICIENT DATA READILY AVAILABLE TO LOCATE THIS ONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0307 ***********************************************************************
 JT0307  DESIGNATION -  398
 JT0307  PID         -  JT0307
 JT0307  STATE/COUNTY-  CA/SOLANO
 JT0307  USGS QUAD   -  MARE ISLAND (1980)
 JT0307
 JT0307                         *CURRENT SURVEY CONTROL
 JT0307  ___________________________________________________________________
 JT0307* NAD 83(1986)-  38 05 50.     (N)    122 16 02.     (W)     SCALED    
 JT0307* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 JT0307  ___________________________________________________________________
 JT0307  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JT0307  VERT ORDER  -  THIRD (See Below)
 JT0307
 JT0307.The horizontal coordinates were scaled from a topographic map and have
 JT0307.an estimated accuracy of +/- 6 seconds.
 JT0307
 JT0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0307.The vertical order pertains to the NGVD 29 superseded value.
 JT0307
 JT0307.The geoid height was determined by GEOID03.
 JT0307
 JT0307;                    North         East    Units  Estimated Accuracy
 JT0307;SPC CA 2     -   547,830.    1,976,560.      MT  (+/- 180 meters Scaled)
 JT0307
 JT0307                          SUPERSEDED SURVEY CONTROL
 JT0307
 JT0307  NGVD 29 (??/??/??)    2.27   (m)            7.4    (f) RESET       3  
 JT0307
 JT0307.Superseded values are not recommended for survey control.
 JT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0307.See file dsdata.txt to determine how the superseded data were derived.
 JT0307
 JT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642168(NAD 83)
 JT0307_MARKER: Z = SEE DESCRIPTION
 JT0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0307_SP_SET: QUAY WALL
 JT0307_MARK LOGO: USN   
 JT0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0307
 JT0307  HISTORY     - Date     Condition        Report By
 JT0307  HISTORY     - UNK      MONUMENTED       DOD
 JT0307  HISTORY     - 1950     GOOD             CGS
 JT0307  HISTORY     - 1961     GOOD             CGS
 JT0307
 JT0307                          STATION DESCRIPTION
 JT0307
 JT0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0307'AT MARE ISLAND NAVAL SHIPYARD.
 JT0307'AT MARE ISLAND NAVAL SHIPYARD, AT THE NORTHEAST END OF 9TH STREET
 JT0307'ON THE CONCRETE QUAY WALL, 27.2 FEET EAST OF A CAISSON, 14.3 FEET
 JT0307'SOUTHEAST OF THE EAST CORNER OF DRY DOCK 1, 11.3 FEET NORTH OF
 JT0307'THE NORTHEAST END OF THE NORTHWEST RAIL OF A CRANE TRACK 0.7 FOOT
 JT0307'SOUTHWEST OF THE NORTHEAST EDGE OF THE QUAY WALL, AND CHISELED
 JT0307'ON TOP OF THE QUAY WALL.  NOTE-- ROD WAS HELD HALFWAY BETWEEN
 JT0307'THE ENDS OF THE CURVED ARROW.
 JT0307
 JT0307                          STATION RECOVERY (1961)
 JT0307
 JT0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0238 ***********************************************************************
 LT0238  DESIGNATION -  3993.5 USGS
 LT0238  PID         -  LT0238
 LT0238  STATE/COUNTY-  CA/SHASTA
 LT0238  USGS QUAD   -  OLD STATION (1995)
 LT0238
 LT0238                         *CURRENT SURVEY CONTROL
 LT0238  ___________________________________________________________________
 LT0238* NAD 83(1986)-  40 43 24.     (N)    121 25 36.     (W)     SCALED    
 LT0238* NAVD 88     -      1218.610  (meters)    3998.06   (feet)  ADJUSTED  
 LT0238  ___________________________________________________________________
 LT0238  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 LT0238  DYNAMIC HT  -        1217.710 (meters)    3995.10  (feet)  COMP
 LT0238  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 LT0238
 LT0238  VERT ORDER  -  SECOND    CLASS 0
 LT0238
 LT0238.The horizontal coordinates were scaled from a topographic map and have
 LT0238.an estimated accuracy of +/- 6 seconds.
 LT0238
 LT0238.The orthometric height was determined by differential leveling
 LT0238.and adjusted in June 1991.
 LT0238
 LT0238.The geoid height was determined by GEOID03.
 LT0238
 LT0238.The dynamic height is computed by dividing the NAVD 88
 LT0238.geopotential number by the normal gravity value computed on the
 LT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0238.degrees latitude (g = 980.6199 gals.).
 LT0238
 LT0238.The modeled gravity was interpolated from observed gravity values.
 LT0238
 LT0238;                    North         East    Units  Estimated Accuracy
 LT0238;SPC CA 1     -   654,500.    2,048,430.      MT  (+/- 180 meters Scaled)
 LT0238
 LT0238                          SUPERSEDED SURVEY CONTROL
 LT0238
 LT0238  NGVD 29 (??/??/??) 1217.596  (m)         3994.73   (f) ADJUSTED    2 0
 LT0238
 LT0238.Superseded values are not recommended for survey control.
 LT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0238.See file dsdata.txt to determine how the superseded data were derived.
 LT0238
 LT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL328092(NAD 83)
 LT0238_MARKER: Q = CHISELED SQUARE
 LT0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0238_SP_SET: CULVERT
 LT0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0238
 LT0238  HISTORY     - Date     Condition        Report By
 LT0238  HISTORY     - UNK      MONUMENTED       USGS
 LT0238  HISTORY     - 1935     GOOD             NGS
 LT0238
 LT0238                          STATION DESCRIPTION
 LT0238
 LT0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0238'3.6 MI N FROM OLD STATION.
 LT0238'3.6 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0238'OLD STATION, SHASTA COUNTY, AT A CULVERT, ON THE TOP OF THE EAST
 LT0238'STONE HEADWALL, AND 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 LT0238'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0237 ***********************************************************************
 LT0237  DESIGNATION -  3993.99 USBPR
 LT0237  PID         -  LT0237
 LT0237  STATE/COUNTY-  CA/SHASTA
 LT0237  USGS QUAD   -  OLD STATION (1995)
 LT0237
 LT0237                         *CURRENT SURVEY CONTROL
 LT0237  ___________________________________________________________________
 LT0237* NAD 83(1986)-  40 43 24.     (N)    121 25 35.     (W)     SCALED    
 LT0237* NAVD 88     -      1219.168  (meters)    3999.89   (feet)  ADJUSTED  
 LT0237  ___________________________________________________________________
 LT0237  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 LT0237  DYNAMIC HT  -        1218.267 (meters)    3996.93  (feet)  COMP
 LT0237  MODELED GRAV-     979,843.3   (mgal)                       NAVD 88
 LT0237
 LT0237  VERT ORDER  -  SECOND    CLASS 0
 LT0237
 LT0237.The horizontal coordinates were scaled from a topographic map and have
 LT0237.an estimated accuracy of +/- 6 seconds.
 LT0237
 LT0237.The orthometric height was determined by differential leveling
 LT0237.and adjusted in June 1991.
 LT0237
 LT0237.The geoid height was determined by GEOID03.
 LT0237
 LT0237.The dynamic height is computed by dividing the NAVD 88
 LT0237.geopotential number by the normal gravity value computed on the
 LT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0237.degrees latitude (g = 980.6199 gals.).
 LT0237
 LT0237.The modeled gravity was interpolated from observed gravity values.
 LT0237
 LT0237;                    North         East    Units  Estimated Accuracy
 LT0237;SPC CA 1     -   654,500.    2,048,460.      MT  (+/- 180 meters Scaled)
 LT0237
 LT0237                          SUPERSEDED SURVEY CONTROL
 LT0237
 LT0237  NGVD 29 (??/??/??) 1218.154  (m)         3996.56   (f) ADJUSTED    2 0
 LT0237
 LT0237.Superseded values are not recommended for survey control.
 LT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0237.See file dsdata.txt to determine how the superseded data were derived.
 LT0237
 LT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL328092(NAD 83)
 LT0237_MARKER: DD = SURVEY DISK
 LT0237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0237_STAMPING: 3993.99 1932
 LT0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0237
 LT0237  HISTORY     - Date     Condition        Report By
 LT0237  HISTORY     - 1932     MONUMENTED       BPR
 LT0237  HISTORY     - 1935     GOOD             NGS
 LT0237
 LT0237                          STATION DESCRIPTION
 LT0237
 LT0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0237'3.6 MI N FROM OLD STATION.
 LT0237'3.6 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0237'OLD STATION, SHASTA COUNTY, 51.6 FEET EAST OF THE CENTERLINE
 LT0237'OF THE HIGHWAY, AND 33.6 FEET EAST OF THE EAST END OF A STONE
 LT0237'CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 LT0237'STAMPED 3993.99 1932 AND RIVETED ON THE TOP OF A 2-INCH IRON
 LT0237'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS2031 ***********************************************************************
 KS2031  DESIGNATION -  3A
 KS2031  PID         -  KS2031
 KS2031  STATE/COUNTY-  CA/YUBA
 KS2031  USGS QUAD   -  OLIVEHURST (1973)
 KS2031
 KS2031                         *CURRENT SURVEY CONTROL
 KS2031  ___________________________________________________________________
 KS2031* NAD 83(2007)-  39 06 15.50365(N)    121 34 21.99930(W)     ADJUSTED  
 KS2031* NAVD 88     -        19.3    (meters)      63.     (feet)  GPS OBS   
 KS2031  ___________________________________________________________________
 KS2031  EPOCH DATE  -        2007.00
 KS2031  X           -  -2,594,880.801 (meters)                     COMP
 KS2031  Y           -  -4,222,412.386 (meters)                     COMP
 KS2031  Z           -   4,001,303.120 (meters)                     COMP
 KS2031  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KS2031  ELLIP HEIGHT-         -10.176 (meters)          (02/10/07) ADJUSTED
 KS2031  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 KS2031
 KS2031  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 KS2031  Type    PID    Designation                      North   East  Ellip
 KS2031  -------------------------------------------------------------------
 KS2031  NETWORK KS2031 3A                                3.33   2.92   7.64
 KS2031  -------------------------------------------------------------------
 KS2031
 KS2031.This mark is at Yuba County Airport (MYV)
 KS2031
 KS2031.The horizontal coordinates were established by GPS observations
 KS2031.and adjusted by the National Geodetic Survey in February 2007.
 KS2031
 KS2031.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 KS2031.See www.ngs.noaa.gov/NationalReadjustment for more information.
 KS2031.The horizontal coordinates are valid at the epoch date displayed above.
 KS2031.The epoch date for horizontal control is a decimal equivalence
 KS2031.of Year/Month/Day.
 KS2031
 KS2031.The orthometric height was determined by GPS observations and a
 KS2031.high-resolution geoid model.
 KS2031
 KS2031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KS2031
 KS2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS2031
 KS2031.The ellipsoidal height was determined by GPS observations
 KS2031.and is referenced to NAD 83.
 KS2031
 KS2031.The geoid height was determined by GEOID03.
 KS2031
 KS2031;                    North         East     Units Scale Factor Converg.
 KS2031;SPC CA 2     -   659,672.650 2,036,951.056   MT  0.99991473   +0 16 09.7
 KS2031;SPC CA 2     - 2,164,276.02  6,682,896.92   sFT  0.99991473   +0 16 09.7
 KS2031;UTM  10      - 4,329,321.257   623,406.672   MT  0.99978752   +0 54 01.1
 KS2031
 KS2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS2031!SPC CA 2     -   1.00000160  x   0.99991473  =   0.99991633
 KS2031!UTM  10      -   1.00000160  x   0.99978752  =   0.99978912
 KS2031
 KS2031                          SUPERSEDED SURVEY CONTROL
 KS2031
 KS2031  NAD 83(1992)-  39 06 15.49868(N)    121 34 21.99390(W) AD(1991.35) 2
 KS2031  ELLIP H (06/28/94)   -9.920  (m)                       GP(1991.35) 5 1
 KS2031  NGVD 29 (06/28/94)   18.5    (m)           61.     (f) GPS OBS     3  
 KS2031
 KS2031.Superseded values are not recommended for survey control.
 KS2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS2031.See file dsdata.txt to determine how the superseded data were derived.
 KS2031
 KS2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2340729321(NAD 83)
 KS2031_MARKER: DD = SURVEY DISK
 KS2031_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KS2031_SP_SET: ASPHALT
 KS2031_STAMPING: 3 A
 KS2031_MARK LOGO: NGS   
 KS2031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KS2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS2031+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 KS2031
 KS2031  HISTORY     - Date     Condition        Report By
 KS2031  HISTORY     - 1987     MONUMENTED       NGS
 KS2031  HISTORY     - 19920510 GOOD
 KS2031  HISTORY     - 19930615 GOOD             NGS
 KS2031
 KS2031                          STATION DESCRIPTION
 KS2031
 KS2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 KS2031'STATION IS LOCATED AT THE NORTH END OF THE YUBA COUNTY AIRPORT JUST
 KS2031'SOUTH OF THE CITY OF MARYSVILLE.
 KS2031'IT IS ON THE EAST SIDE OF RUNWAY END 14, 119.2 FT (36.33 M) EAST OF
 KS2031'THE SECOND BLUE TAXIWAY LIGHT FROM THE EDGE OF THE RUNWAY, 54.5 FT
 KS2031'(16.61 M) WEST OF THE THIRD BLUE TAXIWAY LIGHT FROM THE EDGE, 114.8
 KS2031'FT (34.99 M) NORTHWEST OF THE SECOND BLUE TAXIWAY LIGHT FROM THE EDGE
 KS2031'OF THE RUNWAY ON THE SOUTH SIDE OF THE TAXIWAY, 117.4 FT (35.78 M)
 KS2031'NORTHEAST OF A 14 SIGN AND 8.1 FT (2.47 M) SOUTH OF THE NORTH EDGE
 KS2031'OF THE TAXIWAY.
 KS2031'A TWO-INCH DISK STAMPED - 3A - CEMENTED INTO THE ASPHALT TAXIWAY.
 KS2031
 KS2031                          STATION RECOVERY (1992)
 KS2031
 KS2031'RECOVERED 1992
 KS2031'RECOVERED IN GOOD CONDITION.
 KS2031
 KS2031                          STATION RECOVERY (1993)
 KS2031
 KS2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KS2031'THE STATION IS LOCTAED AT THE N END OF THE AIRPORT, E FROM CL END RWY
 KS2031'14.  IT IS 119.2 FT (36.3 M) E FROM THE 2ND TAXIWAY LIGHT ON THE N
 KS2031'SIDE OF TAXIWAY, 54.5 FT (16.6 M) W FROM THE 3RD TAXIWAY LIGT ON THE N
 KS2031'SIDE OF TAXIWAY, 114.8 FT (35.0 M) NW FROM THE 2ND TAXIWAY LIGHT ON
 KS2031'THE S SIDE OF TAXIWAY, 117.4 FT (35.8 M) NE FROM 14 SIGN, AND 8.1 FT
 KS2031'(2.5 M) S FROM N EDGE OF TAXIWAY.  THE STATION IS A 2 1/2 DISK STAMPED
 KS2031'3 A CEMENTED INTO THE ASPHALT OF TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DF8635 ***********************************************************************
 DF8635  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8635  DESIGNATION -  3RS
 DF8635  PID         -  DF8635
 DF8635  STATE/COUNTY-  CA/TUOLUMNE
 DF8635  USGS QUAD   -  CHINESE CAMP (1987)
 DF8635
 DF8635                         *CURRENT SURVEY CONTROL
 DF8635  ___________________________________________________________________
 DF8635* NAD 83(2007)-  37 46 38.46636(N)    120 28 06.27520(W)     ADJUSTED  
 DF8635* NAVD 88     -       327.02   (meters)    1072.9    (feet)  GPS OBS   
 DF8635  ___________________________________________________________________
 DF8635  EPOCH DATE  -        2007.00
 DF8635  X           -  -2,559,574.561 (meters)                     COMP
 DF8635  Y           -  -4,350,778.947 (meters)                     COMP
 DF8635  Z           -   3,886,122.684 (meters)                     COMP
 DF8635  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 DF8635  ELLIP HEIGHT-         297.264 (meters)          (02/10/07) ADJUSTED
 DF8635  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DF8635
 DF8635  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8635  Type    PID    Designation                      North   East  Ellip
 DF8635  -------------------------------------------------------------------
 DF8635  NETWORK DF8635 3RS                               0.51   0.45   1.41
 DF8635  -------------------------------------------------------------------
 DF8635
 DF8635.The horizontal coordinates were established by GPS observations
 DF8635.and adjusted by the National Geodetic Survey in February 2007.
 DF8635
 DF8635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8635.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8635.The horizontal coordinates are valid at the epoch date displayed above.
 DF8635.The epoch date for horizontal control is a decimal equivalence
 DF8635.of Year/Month/Day.
 DF8635
 DF8635.The orthometric height was determined by GPS observations and a
 DF8635.high-resolution geoid model.
 DF8635.The orthometric height was determined by GPS observations and a
 DF8635.high-resolution geoid model using precise GPS observation and
 DF8635.processing techniques.
 DF8635
 DF8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8635
 DF8635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8635
 DF8635.The ellipsoidal height was determined by GPS observations
 DF8635.and is referenced to NAD 83.
 DF8635
 DF8635.The geoid height was determined by GEOID03.
 DF8635
 DF8635;                    North         East     Units Scale Factor Converg.
 DF8635;SPC CA 3     -   641,762.196 2,002,782.818   MT  0.99992928   +0 01 09.6
 DF8635;SPC CA 3     - 2,105,514.80  6,570,796.63   sFT  0.99992928   +0 01 09.6
 DF8635;UTM  10      - 4,184,130.712   722,955.440   MT  1.00021230   +1 33 05.3
 DF8635
 DF8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8635!SPC CA 3     -   0.99995336  x   0.99992928  =   0.99988264
 DF8635!UTM  10      -   0.99995336  x   1.00021230  =   1.00016565
 DF8635
 DF8635                          SUPERSEDED SURVEY CONTROL
 DF8635
 DF8635  NAD 83(1998)-  37 46 38.46511(N)    120 28 06.27400(W) AD(2002.82) B
 DF8635  ELLIP H (10/24/03)  297.266  (m)                       GP(       ) 4 1
 DF8635
 DF8635.Superseded values are not recommended for survey control.
 DF8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8635.See file dsdata.txt to determine how the superseded data were derived.
 DF8635
 DF8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG2295584131(NAD 83)
 DF8635_MARKER: DB = BENCH MARK DISK
 DF8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8635_STAMPING: 3RS
 DF8635_MARK LOGO: USGS  
 DF8635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8635+STABILITY: SURFACE MOTION
 DF8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8635+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2002
 DF8635
 DF8635  HISTORY     - Date     Condition        Report By
 DF8635  HISTORY     - UNK      MONUMENTED       USGS
 DF8635  HISTORY     - 20020816 GOOD             CETINC
 DF8635
 DF8635                          STATION DESCRIPTION
 DF8635
 DF8635'DESCRIBED BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG)
 DF8635'TUOLUMNE COUNTY GPS NETWORK .  3RS ON LA GRANGE ROAD (COUNTY ROAD J59)
 DF8635'TRAVEL 5.6 MI
 DF8635'(9.01 KM) SOUTHEASTERLY FROM THE JCT. OF HWY 108 AND LA GRANGE ROAD.
 DF8635'THE STATION IS
 DF8635'FURTHER DESCRIBED AS BEING 3.3 MI (5.31 KM) SOUTHEASTERLY ON LA GRANGE
 DF8635'ROAD FROM THE
 DF8635'JUNCTION OF LA GRANGE ROAD AND OLD DON PEDRO ROAD. THE MARK IS ON THE
 DF8635'EASTSIDE OF THE
 DF8635'ROAD, AT THE TOP OF ROAD CUT, ON THE INSIDE OF A CURVE. THE MARK IS
 DF8635'APPROXIMATELY 12 FT
 DF8635'(3.65 M) HIGHER THAN THE ROAD SURFACE. THE MARK IS IN A FLAT TOPPED
 DF8635'OUTCROPPING OF SCHIST
 DF8635'ROCK, 3 FT (0.91 M) ABOVE THE GROUND, 36 FT (10.9 M) EAST OF THE
 DF8635'CENTERLINE OF LA GRANGE
 DF8635'ROAD, 6.2 FT (1.8 M) EAST OF THE FENCE, 13 FT (3.9 M) SOUTHEAST OF THE
 DF8635'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8674 ***********************************************************************
 AB8674  DESIGNATION -  3S 40 91
 AB8674  PID         -  AB8674
 AB8674  STATE/COUNTY-  CA/ORANGE
 AB8674  USGS QUAD   -  TUSTIN (1981)
 AB8674
 AB8674                         *CURRENT SURVEY CONTROL
 AB8674  ___________________________________________________________________
 AB8674* NAD 83(1986)-  33 38 40.     (N)    117 51 42.     (W)     SCALED    
 AB8674* NAVD 88     -        14.289  (meters)      46.88   (feet)  ADJUSTED  
 AB8674  ___________________________________________________________________
 AB8674  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AB8674  DYNAMIC HT  -          14.274 (meters)      46.83  (feet)  COMP
 AB8674  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 AB8674
 AB8674  VERT ORDER  -  FIRST     CLASS II
 AB8674
 AB8674.The horizontal coordinates were scaled from a topographic map and have
 AB8674.an estimated accuracy of +/- 6 seconds.
 AB8674
 AB8674.The orthometric height was determined by differential leveling
 AB8674.and adjusted in February 1997.
 AB8674
 AB8674.The geoid height was determined by GEOID03.
 AB8674
 AB8674.The dynamic height is computed by dividing the NAVD 88
 AB8674.geopotential number by the normal gravity value computed on the
 AB8674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8674.degrees latitude (g = 980.6199 gals.).
 AB8674
 AB8674.The modeled gravity was interpolated from observed gravity values.
 AB8674
 AB8674;                    North         East    Units  Estimated Accuracy
 AB8674;SPC CA 6     -   665,050.    1,850,500.      MT  (+/- 180 meters Scaled)
 AB8674
 AB8674                          SUPERSEDED SURVEY CONTROL
 AB8674
 AB8674.No superseded survey control is available for this station.
 AB8674
 AB8674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT200230(NAD 83)
 AB8674_MARKER: DD = SURVEY DISK
 AB8674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8674_SP_SET: CATCH BASIN
 AB8674_STAMPING: 3S 40 91
 AB8674_MARK LOGO: CA-059
 AB8674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8674+STABILITY: SURFACE MOTION
 AB8674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8674+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 AB8674
 AB8674  HISTORY     - Date     Condition        Report By
 AB8674  HISTORY     - 1991     MONUMENTED       CA-059
 AB8674  HISTORY     - 19940818 GOOD             MWDSC
 AB8674  HISTORY     - 20050228 MARK NOT FOUND   GEOCAC
 AB8674  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 AB8674
 AB8674                          STATION DESCRIPTION
 AB8674
 AB8674'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8674'NEWPORT BEACH, NEAR INTERSECTION OF MAC ARTHUR BLVD AND NEWPORT COAST
 AB8674'DRIVE, ON WESTERLY SIDE OF MAC ARTHUR BLVD, 93 FEET (28.3 M) NORTH OF
 AB8674'CENTERLINE OF NEWPORT COAST DRIVE, 66 FEET (20.1 M) WEST OF CENTERLINE
 AB8674'OF MAC ARTHUR BLVD, FLUSH IN TOP OF NORTHEAST CORNER OF 22 FEET (6.7
 AB8674'M) BY 4 FEET (1.2 M) CONCRETE CATCH BASIN, A 4 INCH ORANGE COUNTY
 AB8674'SURVEYOR ALUMINUM DISK STAMPED 3S 40 91.  NEAR OCF STA 1948+00
 AB8674'REFERENCE MWD FB 2011 03 093.
 AB8674
 AB8674                          STATION RECOVERY (2005)
 AB8674
 AB8674'RECOVERY NOTE BY GEOCACHING 2005 (EDP)
 AB8674'THE FORMER INTERSECTION OF NEWPORT COAST DR. AND MACARUTHUR BLVD. WAS
 AB8674'DESTROYED WHEN THE HIGHWAY 73, THE SAN JOAQUIN HILLS TOLLROAD, WAS
 AB8674'BUILT.
 AB8674
 AB8674                          STATION RECOVERY (2006)
 AB8674
 AB8674'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 AB8674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0685 ***********************************************************************
 DX0685  DESIGNATION -  4
 DX0685  PID         -  DX0685
 DX0685  STATE/COUNTY-  CA/RIVERSIDE
 DX0685  USGS QUAD   -  INDIO (1972)
 DX0685
 DX0685                         *CURRENT SURVEY CONTROL
 DX0685  ___________________________________________________________________
 DX0685* NAD 83(1986)-  33 43 02.     (N)    116 12 41.     (W)     SCALED    
 DX0685* NAVD 88     -        -5.26   (+/-2cm)     -17.3    (feet)  VERTCON   
 DX0685  ___________________________________________________________________
 DX0685  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DX0685  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0685
 DX0685.The horizontal coordinates were scaled from a topographic map and have
 DX0685.an estimated accuracy of +/- 6 seconds.
 DX0685
 DX0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0685.The vertical order pertains to the NGVD 29 superseded value.
 DX0685
 DX0685.The geoid height was determined by GEOID03.
 DX0685
 DX0685;                    North         East    Units  Estimated Accuracy
 DX0685;SPC CA 6     -   671,960.    2,003,580.      MT  (+/- 180 meters Scaled)
 DX0685
 DX0685                          SUPERSEDED SURVEY CONTROL
 DX0685
 DX0685  NGVD 29 (??/??/??)   -5.925  (m)          -19.44   (f) ADJUSTED    1 2
 DX0685
 DX0685.Superseded values are not recommended for survey control.
 DX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0685.See file dsdata.txt to determine how the superseded data were derived.
 DX0685
 DX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT730310(NAD 83)
 DX0685_MARKER: DD = SURVEY DISK
 DX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0685_STAMPING: 4
 DX0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0685+STABILITY: SURFACE MOTION
 DX0685
 DX0685  HISTORY     - Date     Condition        Report By
 DX0685  HISTORY     - UNK      MONUMENTED       CADH
 DX0685  HISTORY     - 1956     GOOD             NGS
 DX0685
 DX0685                          STATION DESCRIPTION
 DX0685
 DX0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0685'AT INDIO.
 DX0685'AT INDIO, 0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE
 DX0685'SOUTHERN PACIFIC COMPANY RAILROAD STATION, IN THE APPROXIMATE
 DX0685'CENTER OF THE TRAFFIC ISLAND OF THE DIVIDED HIGHWAY, 54 FEET
 DX0685'SOUTHEAST OF THE CENTER OF THE Y JUNCTION OF REQUA AVENUE, 8.7
 DX0685'FEET NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC
 DX0685'LANE, 6.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST
 DX0685'TRAFFIC LANE, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, FLUSH WITH
 DX0685'THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1399 ***********************************************************************
 DX1399  DESIGNATION -  4
 DX1399  PID         -  DX1399
 DX1399  STATE/COUNTY-  CA/RIVERSIDE
 DX1399  USGS QUAD   -  PECHANGA (1988)
 DX1399
 DX1399                         *CURRENT SURVEY CONTROL
 DX1399  ___________________________________________________________________
 DX1399* NAD 83(1986)-  33 28 52.     (N)    117 05 40.     (W)     SCALED    
 DX1399* NAVD 88     -       326.13   (+/-2cm)    1070.0    (feet)  VERTCON   
 DX1399  ___________________________________________________________________
 DX1399  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DX1399  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1399
 DX1399.The horizontal coordinates were scaled from a topographic map and have
 DX1399.an estimated accuracy of +/- 6 seconds.
 DX1399
 DX1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1399.The vertical order pertains to the NGVD 29 superseded value.
 DX1399
 DX1399.The geoid height was determined by GEOID03.
 DX1399
 DX1399;                    North         East    Units  Estimated Accuracy
 DX1399;SPC CA 6     -   646,090.    1,921,520.      MT  (+/- 180 meters Scaled)
 DX1399
 DX1399                          SUPERSEDED SURVEY CONTROL
 DX1399
 DX1399  NGVD 29 (??/??/??)  325.426  (m)         1067.67   (f) ADJUSTED    1 2
 DX1399
 DX1399.Superseded values are not recommended for survey control.
 DX1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1399.See file dsdata.txt to determine how the superseded data were derived.
 DX1399
 DX1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT912046(NAD 83)
 DX1399_MARKER: P = PIPE CAP
 DX1399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1399_STAMPING: VAILCO  1067.22
 DX1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1399
 DX1399  HISTORY     - Date     Condition        Report By
 DX1399  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1399  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1399
 DX1399                          STATION DESCRIPTION
 DX1399
 DX1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1399'4.1 MI E FROM TEMECULA.
 DX1399'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1399'POST OFFICE AT TEMECULA, THENCE 2.3 MILES NORTHEAST ALONG STATE
 DX1399'HIGHWAY 71, 0.2 MILE NORTHEAST OF A ROAD LEADING SOUTH TO PAUBA
 DX1399'RANCH, NEAR AN EAST-WEST FENCE LINE NORTH OF THE HIGHWAY AND
 DX1399'FASTENED TO THE TOP OF AN IRON PIPE.  NOTE-- PROBABLY DESTROYED
 DX1399'BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0378 ***********************************************************************
 GT0378  DESIGNATION -  4
 GT0378  PID         -  GT0378
 GT0378  STATE/COUNTY-  CA/TULARE
 GT0378  USGS QUAD   -  PORTERVILLE (1969)
 GT0378
 GT0378                         *CURRENT SURVEY CONTROL
 GT0378  ___________________________________________________________________
 GT0378* NAD 83(1986)-  36 01 22.     (N)    119 02 21.     (W)     SCALED    
 GT0378* NAVD 88     -       141.60   (+/-2cm)     464.6    (feet)  VERTCON   
 GT0378  ___________________________________________________________________
 GT0378  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 GT0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0378
 GT0378.The horizontal coordinates were scaled from a topographic map and have
 GT0378.an estimated accuracy of +/- 6 seconds.
 GT0378
 GT0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0378.The vertical order pertains to the NGVD 29 superseded value.
 GT0378
 GT0378.The geoid height was determined by GEOID03.
 GT0378
 GT0378;                    North         East    Units  Estimated Accuracy
 GT0378;SPC CA 4     -   576,500.    1,996,470.      MT  (+/- 180 meters Scaled)
 GT0378
 GT0378                          SUPERSEDED SURVEY CONTROL
 GT0378
 GT0378  NGVD 29 (??/??/92)  140.773  (m)          461.85   (f) ADJ UNCH    2 0
 GT0378
 GT0378.Superseded values are not recommended for survey control.
 GT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0378.See file dsdata.txt to determine how the superseded data were derived.
 GT0378
 GT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV162883(NAD 83)
 GT0378_MARKER: DD = SURVEY DISK
 GT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0378+STABILITY: SURFACE MOTION
 GT0378
 GT0378  HISTORY     - Date     Condition        Report By
 GT0378  HISTORY     - UNK      MONUMENTED       BOR
 GT0378  HISTORY     - 1959     GOOD             NGS
 GT0378
 GT0378                          STATION DESCRIPTION
 GT0378
 GT0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT0378'5.7 MI SW FROM PORTERVILLE.
 GT0378'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0378'FROM THE STATION AT PORTERVILLE, THENCE 2.0 MILES WEST ALONG
 GT0378'STATE HIGHWAY 190, THENCE 2.0 MILES SOUTH ALONG ROAD 232, THENCE
 GT0378'0.8 MILE EAST ALONG AVENUE 128, 101 FEET NORTHEAST OF THE CENTER
 GT0378'OF THE INTERSECTION OF STATE HIGHWAY 65 AND AVENUE 128, 99 FEET
 GT0378'EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE
 GT0378'CENTER LINE OF THE AVENUE, 1 FOOT WEST OF A WITNESS POST, 0.8
 GT0378'FOOT SOUTHWEST OF A FENCE, A DISK IN THE TOP OF A CONCRETE POST
 GT0378'PROJECTING 5 INCHES.  THIS MARK MAY ALSO BE REACHED FROM THE
 GT0378'SOUTHERN PACIFIC STATION AT PORTERVILLE BY GOING 3.0 MILES SOUTH
 GT0378'ALONG THE RAILROAD, THENCE 0.8 MILE WEST ALONG AVENUE 128.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0616 ***********************************************************************
 HT0616  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0616  DESIGNATION -  4
 HT0616  PID         -  HT0616
 HT0616  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0616  USGS QUAD   -  HUNTERS POINT (1993)
 HT0616
 HT0616                         *CURRENT SURVEY CONTROL
 HT0616  ___________________________________________________________________
 HT0616* NAD 83(1986)-  37 43 45.     (N)    122 21 31.     (W)     SCALED    
 HT0616* NAVD 88     -         4.54   (+/-2cm)      14.9    (feet)  VERTCON   
 HT0616  ___________________________________________________________________
 HT0616  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HT0616  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0616
 HT0616.The horizontal coordinates were scaled from a topographic map and have
 HT0616.an estimated accuracy of +/- 6 seconds.
 HT0616
 HT0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0616.The vertical order pertains to the NGVD 29 superseded value.
 HT0616
 HT0616.This Tidal Bench Mark is designated as VM 8100
 HT0616.by the Center for Operational Oceanographic Products and Services.
 HT0616
 HT0616.The geoid height was determined by GEOID03.
 HT0616
 HT0616;                    North         East    Units  Estimated Accuracy
 HT0616;SPC CA 3     -   638,040.    1,836,180.      MT  (+/- 180 meters Scaled)
 HT0616
 HT0616                          SUPERSEDED SURVEY CONTROL
 HT0616
 HT0616  NGVD 29 (??/??/92)    3.720  (m)           12.20   (f) ADJ UNCH    1 2
 HT0616
 HT0616.Superseded values are not recommended for survey control.
 HT0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0616.See file dsdata.txt to determine how the superseded data were derived.
 HT0616
 HT0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG565759(NAD 83)
 HT0616_MARKER: DB = BENCH MARK DISK
 HT0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0616_SP_SET: PLATFORM
 HT0616_STAMPING: 4 1941
 HT0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0616
 HT0616  HISTORY     - Date     Condition        Report By
 HT0616  HISTORY     - 1941     MONUMENTED       CGS
 HT0616  HISTORY     - 1956     GOOD             NGS
 HT0616
 HT0616                          STATION DESCRIPTION
 HT0616
 HT0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0616'AT HUNTERS POINT.
 HT0616'AT HUNTERS POINT, AT THEH SAN FRANCISCO NAVAL SHIPYARDS, AT
 HT0616'THE NORTHEAST CORNER OF A LARGE CONCRETE AND METAL MACHINE
 HT0616'SHOP BUILDING NO. 231, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 HT0616'CONCRETE LOADING PLATFORM ON THE NORTH SIDE AND AT THE NORTHEAST
 HT0616'CORNER OF THE BUILDING, 96.0 FEET SOUTH OF THE SOUTH SIDE OF
 HT0616'DRY DOCK NO. 2, 0.5 FOOT NORTH OF THE NORTH WALL, AND ABOUT
 HT0616'3 FEET HIGHER THAN THE ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1598 ***********************************************************************
 GT1598  DESIGNATION -  4
 GT1598  PID         -  GT1598
 GT1598  STATE/COUNTY-  CA/FRESNO
 GT1598  USGS QUAD   -  CLOVIS (1981)
 GT1598
 GT1598                         *CURRENT SURVEY CONTROL
 GT1598  ___________________________________________________________________
 GT1598* NAD 83(1986)-  36 45 54.     (N)    119 42 05.     (W)     SCALED    
 GT1598* NAVD 88     -       101.39   (+/-2cm)     332.6    (feet)  VERTCON   
 GT1598  ___________________________________________________________________
 GT1598  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 GT1598  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1598
 GT1598.This mark is at Fresno Air Terminal Airport (FAT)
 GT1598
 GT1598.The horizontal coordinates were scaled from a topographic map and have
 GT1598.an estimated accuracy of +/- 6 seconds.
 GT1598
 GT1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1598.The vertical order pertains to the NGVD 29 superseded value.
 GT1598
 GT1598.The geoid height was determined by GEOID03.
 GT1598
 GT1598;                    North         East    Units  Estimated Accuracy
 GT1598;SPC CA 4     -   659,090.    1,937,380.      MT  (+/- 180 meters Scaled)
 GT1598
 GT1598                          SUPERSEDED SURVEY CONTROL
 GT1598
 GT1598  NGVD 29 (??/??/92)  100.622  (m)          330.12   (f) ADJ UNCH    1 2
 GT1598
 GT1598.Superseded values are not recommended for survey control.
 GT1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1598.See file dsdata.txt to determine how the superseded data were derived.
 GT1598
 GT1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA588722(NAD 83)
 GT1598_MARKER: DD = SURVEY DISK
 GT1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1598_STAMPING: 4
 GT1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1598+STABILITY: SURFACE MOTION
 GT1598
 GT1598  HISTORY     - Date     Condition        Report By
 GT1598  HISTORY     - UNK      MONUMENTED       DOD
 GT1598  HISTORY     - 1959     GOOD             NGS
 GT1598  HISTORY     - 1974     GOOD             NGS
 GT1598
 GT1598                          STATION DESCRIPTION
 GT1598
 GT1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1598'4.2 MI S FROM CLOVIS.
 GT1598'4.25 MILES SOUTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC
 GT1598'RAILROAD STATION AT CLOVIS, AT THE T JUNCTION OF AN ASPHALT
 GT1598'ROAD LEADING WEST TO THE CALIFORNIA AIR NATIONAL GUARD
 GT1598'HEADQUARTERS, AT THE SOUTHEAST CORNER OF FRESNO AIR TERMINAL,
 GT1598'IN TOP OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR
 GT1598'A SEWERAGE PUMPING STATION SUPPORTING 3 LARGE MOTORS, 318 FEET
 GT1598'WEST OF THE CENTER LINE OF THE AVENUE, 66 FEET SOUTH OF THE
 GT1598'CENTER LINE OF THE ROAD, 69.8 FEET SOUTHWEST OF THE SOUTHWEST
 GT1598'CORNER OF A SQUARE FENCED ENCLOSURE, 50 1/2 FEET NORTHEAST
 GT1598'OF THE NORTHEAST CORNER OF A WOODEN RAILROAD BRIDGE, 35.7
 GT1598'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK LEADING
 GT1598'TO A WINERY, AND ABOUT LEVEL WITH THE ASPHALT ROAD.
 GT1598
 GT1598                          STATION RECOVERY (1974)
 GT1598
 GT1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GT1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0335 ***********************************************************************
 JT0335  DESIGNATION -  4
 JT0335  PID         -  JT0335
 JT0335  STATE/COUNTY-  CA/SOLANO
 JT0335  USGS QUAD   -  MARE ISLAND (1980)
 JT0335
 JT0335                         *CURRENT SURVEY CONTROL
 JT0335  ___________________________________________________________________
 JT0335* NAD 83(1986)-  38 05 57.     (N)    122 15 36.     (W)     SCALED    
 JT0335* NAVD 88     -         9.25   (+/-2cm)      30.3    (feet)  VERTCON   
 JT0335  ___________________________________________________________________
 JT0335  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JT0335  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0335
 JT0335.The horizontal coordinates were scaled from a topographic map and have
 JT0335.an estimated accuracy of +/- 6 seconds.
 JT0335
 JT0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0335.The vertical order pertains to the NGVD 29 superseded value.
 JT0335
 JT0335.The geoid height was determined by GEOID03.
 JT0335
 JT0335;                    North         East    Units  Estimated Accuracy
 JT0335;SPC CA 2     -   548,040.    1,977,190.      MT  (+/- 180 meters Scaled)
 JT0335
 JT0335                          SUPERSEDED SURVEY CONTROL
 JT0335
 JT0335  NGVD 29 (??/??/92)    8.45   (m)           27.7    (f) COMPUTED    1 2
 JT0335
 JT0335.Superseded values are not recommended for survey control.
 JT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0335.See file dsdata.txt to determine how the superseded data were derived.
 JT0335
 JT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH648170(NAD 83)
 JT0335_MARKER: DD = SURVEY DISK
 JT0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0335_SP_SET: SIDEWALK
 JT0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0335
 JT0335  HISTORY     - Date     Condition        Report By
 JT0335  HISTORY     - UNK      MONUMENTED       CA4020
 JT0335  HISTORY     - 1950     GOOD             NGS
 JT0335  HISTORY     - 1961     GOOD             NGS
 JT0335  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0335
 JT0335                          STATION DESCRIPTION
 JT0335
 JT0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0335'AT VALLEJO.
 JT0335'AT VALLEJO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 JT0335'SANTA CLARA AND MAIN STREETS, IN THE TOP OF THE SOUTHEAST
 JT0335'EDGE OF A CONCRETE SIDEWALK, 4.9 FEET NORTH OF A POINT IN LINE
 JT0335'WITH THE SOUTH EDGE OF THE NORTH CURB OF MAINE STREET, 4.5 FEET
 JT0335'WEST OF A POINT IN LINE WITH THE EAST EDGE OF THE WEST
 JT0335'CURB OF SANTA CLARA STREET, 0.8 FOOT NORTHWEST OF THE SOUTHEAST
 JT0335'EDGE OF A ROUNDED CURB, AND FLUSH WITH THE SIDEWALK.
 JT0335
 JT0335                          STATION RECOVERY (1961)
 JT0335
 JT0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0335'RECOVERED IN GOOD CONDITION.
 JT0335
 JT0335                          STATION RECOVERY (1987)
 JT0335
 JT0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2057 ***********************************************************************
 HS2057  DESIGNATION -  4
 HS2057  PID         -  HS2057
 HS2057  STATE/COUNTY-  CA/STANISLAUS
 HS2057  USGS QUAD   -  OAKDALE (1987)
 HS2057
 HS2057                         *CURRENT SURVEY CONTROL
 HS2057  ___________________________________________________________________
 HS2057* NAD 83(1986)-  37 46 17.     (N)    120 50 05.     (W)     SCALED    
 HS2057* NAVD 88     -        49.57   (+/-2cm)     162.6    (feet)  VERTCON   
 HS2057  ___________________________________________________________________
 HS2057  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 HS2057  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2057
 HS2057.The horizontal coordinates were scaled from a topographic map and have
 HS2057.an estimated accuracy of +/- 6 seconds.
 HS2057
 HS2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2057.The vertical order pertains to the NGVD 29 superseded value.
 HS2057
 HS2057.The geoid height was determined by GEOID03.
 HS2057
 HS2057;                    North         East    Units  Estimated Accuracy
 HS2057;SPC CA 3     -   641,150.    1,970,510.      MT  (+/- 180 meters Scaled)
 HS2057
 HS2057                          SUPERSEDED SURVEY CONTROL
 HS2057
 HS2057  NGVD 29 (??/??/92)   48.812  (m)          160.14   (f) ADJ UNCH    1 2
 HS2057
 HS2057.Superseded values are not recommended for survey control.
 HS2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2057.See file dsdata.txt to determine how the superseded data were derived.
 HS2057
 HS2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG907826(NAD 83)
 HS2057_MARKER: B = BOLT
 HS2057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2057_SP_SET: CULVERT
 HS2057_STAMPING: 159.77
 HS2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2057
 HS2057  HISTORY     - Date     Condition        Report By
 HS2057  HISTORY     - UNK      MONUMENTED       OID
 HS2057  HISTORY     - 1932     GOOD             NGS
 HS2057  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2057
 HS2057                          STATION DESCRIPTION
 HS2057
 HS2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 HS2057'0.7 MI NE FROM OAKDALE.
 HS2057'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN
 HS2057'PACIFIC CO. RAILROAD STATION AT OAKDALE, STANISLAUS COUNTY, AT
 HS2057'IRRIGATION DITCH CULVERT 22+14, AT POLE 32, AND IN THE TOP OF THE
 HS2057'NORTHWEST CONCRETE HEADWALL.
 HS2057
 HS2057                          STATION RECOVERY (1986)
 HS2057
 HS2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2057'NOT RECOVERED.  THE DESCRIBED CULVERT COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0116 ***********************************************************************
 HR0116  DESIGNATION -  4
 HR0116  PID         -  HR0116
 HR0116  STATE/COUNTY-  CA/MONO
 HR0116  USGS QUAD   -  JUNE LAKE (1994)
 HR0116
 HR0116                         *CURRENT SURVEY CONTROL
 HR0116  ___________________________________________________________________
 HR0116* NAD 83(1986)-  37 48 01.     (N)    119 02 24.     (W)     SCALED    
 HR0116* NAVD 88     -      2387.74   (+/-2cm)    7833.8    (feet)  VERTCON   
 HR0116  ___________________________________________________________________
 HR0116  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 HR0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0116
 HR0116.The horizontal coordinates were scaled from a topographic map and have
 HR0116.an estimated accuracy of +/- 6 seconds.
 HR0116
 HR0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0116.The vertical order pertains to the NGVD 29 superseded value.
 HR0116
 HR0116.The geoid height was determined by GEOID03.
 HR0116
 HR0116;                    North         East    Units  Estimated Accuracy
 HR0116;SPC CA 3     -   645,310.    2,128,570.      MT  (+/- 180 meters Scaled)
 HR0116
 HR0116                          SUPERSEDED SURVEY CONTROL
 HR0116
 HR0116  NGVD 29 (??/??/92) 2386.235  (m)         7828.84   (f) ADJ UNCH    1 2
 HR0116
 HR0116.Superseded values are not recommended for survey control.
 HR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0116.See file dsdata.txt to determine how the superseded data were derived.
 HR0116
 HR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB203856(NAD 83)
 HR0116_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HR0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0116
 HR0116  HISTORY     - Date     Condition        Report By
 HR0116  HISTORY     - UNK      MONUMENTED       CA1980
 HR0116  HISTORY     - 1957     MARK NOT FOUND   NGS
 HR0116  HISTORY     - 1975     MARK NOT FOUND   CA1980
 HR0116
 HR0116                          STATION DESCRIPTION
 HR0116
 HR0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0116'12.4 MI SE FROM LEE VINING.
 HR0116'ORIGINALLY DESCRIBED AS BEING 1.5 MILES SOUTH OF THE KERRINGTON
 HR0116'SERVICE STATION, AND 61 FEET EAST OF THE CENTERLINE OF THE
 HR0116'HIGHWAY.
 HR0116
 HR0116                          STATION RECOVERY (1975)
 HR0116
 HR0116'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1975
 HR0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0788 ***********************************************************************
 HR0788  DESIGNATION -  4
 HR0788  PID         -  HR0788
 HR0788  STATE/COUNTY-  CA/TUOLUMNE
 HR0788  USGS QUAD   -  CHERRY LAKE SOUTH (1992)
 HR0788
 HR0788                         *CURRENT SURVEY CONTROL
 HR0788  ___________________________________________________________________
 HR0788* NAD 83(1986)-  37 58 26.     (N)    119 54 55.     (W)     SCALED    
 HR0788* NAVD 88     -      1455.47   (+/-2cm)    4775.2    (feet)  VERTCON   
 HR0788  ___________________________________________________________________
 HR0788  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 HR0788  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0788
 HR0788.The horizontal coordinates were scaled from a topographic map and have
 HR0788.an estimated accuracy of +/- 6 seconds.
 HR0788
 HR0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0788.The vertical order pertains to the NGVD 29 superseded value.
 HR0788
 HR0788.The geoid height was determined by GEOID03.
 HR0788
 HR0788;                    North         East    Units  Estimated Accuracy
 HR0788;SPC CA 3     -   663,740.    2,051,370.      MT  (+/- 180 meters Scaled)
 HR0788
 HR0788                          SUPERSEDED SURVEY CONTROL
 HR0788
 HR0788  NGVD 29 (??/??/92) 1454.502  (m)         4771.98   (f) ADJ UNCH    1 2
 HR0788
 HR0788.Superseded values are not recommended for survey control.
 HR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0788.See file dsdata.txt to determine how the superseded data were derived.
 HR0788
 HR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC439069(NAD 83)
 HR0788_MARKER: DD = SURVEY DISK
 HR0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0788_SP_SET: FLOWER BED CURB
 HR0788_STAMPING: 4
 HR0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0788
 HR0788  HISTORY     - Date     Condition        Report By
 HR0788  HISTORY     - UNK      MONUMENTED       HHWS
 HR0788  HISTORY     - 1956     GOOD             NGS
 HR0788
 HR0788                          STATION DESCRIPTION
 HR0788
 HR0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0788'AT CHERRY VALLEY CAMP.
 HR0788'AT CHERRY VALLEY CAMP, ALONG THE CHERRY VALLEY ACCESS ROAD, AT
 HR0788'FIELD OFFICE, IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 HR0788'CURB AROUND A FLOWER BED, ABOUT 44 YARDS SOUTH OF AND ACROSS
 HR0788'THE ROAD FROM THE SOUTH CORNER OF THE CAMPHOUSE, 67 FEET
 HR0788'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6.1 FEET SOUTHWEST
 HR0788'OF THE SOUTHWEST CORNER OF THE SOUTHEAST ONE OF THE TWO GAS
 HR0788'PUMPS, 2.2 FEET NORTHEAST OF THE NORTH EDGE OF AN ENTRANCE TO
 HR0788'THE BUILDING, AND 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0220 ***********************************************************************
 HR0220  DESIGNATION -  4
 HR0220  PID         -  HR0220
 HR0220  STATE/COUNTY-  CA/INYO
 HR0220  USGS QUAD   -  WESTGARD PASS (1994)
 HR0220
 HR0220                         *CURRENT SURVEY CONTROL
 HR0220  ___________________________________________________________________
 HR0220* NAD 83(1986)-  37 18 53.     (N)    118 08 20.     (W)     SCALED    
 HR0220* NAVD 88     -      1998.032  (meters)    6555.21   (feet)  ADJUSTED  
 HR0220  ___________________________________________________________________
 HR0220  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HR0220  DYNAMIC HT  -        1995.565 (meters)    6547.12  (feet)  COMP
 HR0220  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 HR0220
 HR0220  VERT ORDER  -  SECOND    CLASS 0
 HR0220
 HR0220.The horizontal coordinates were scaled from a topographic map and have
 HR0220.an estimated accuracy of +/- 6 seconds.
 HR0220
 HR0220.The orthometric height was determined by differential leveling
 HR0220.and adjusted in June 1991.
 HR0220
 HR0220.The geoid height was determined by GEOID03.
 HR0220
 HR0220.The dynamic height is computed by dividing the NAVD 88
 HR0220.geopotential number by the normal gravity value computed on the
 HR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0220.degrees latitude (g = 980.6199 gals.).
 HR0220
 HR0220.The modeled gravity was interpolated from observed gravity values.
 HR0220
 HR0220;                    North         East    Units  Estimated Accuracy
 HR0220;SPC CA 4     -   720,210.    2,076,330.      MT  (+/- 180 meters Scaled)
 HR0220
 HR0220                          SUPERSEDED SURVEY CONTROL
 HR0220
 HR0220  NGVD 29 (??/??/??) 1997.18   (m)         6552.4    (f) RESET       3  
 HR0220
 HR0220.Superseded values are not recommended for survey control.
 HR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0220.See file dsdata.txt to determine how the superseded data were derived.
 HR0220
 HR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB990303(NAD 83)
 HR0220_MARKER: P = PIPE CAP
 HR0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0220_STAMPING: 4 6557
 HR0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0220
 HR0220  HISTORY     - Date     Condition        Report By
 HR0220  HISTORY     - UNK      MONUMENTED       USGS
 HR0220  HISTORY     - 1938     GOOD             NGS
 HR0220  HISTORY     - 1984     GOOD             USGS
 HR0220
 HR0220                          STATION DESCRIPTION
 HR0220
 HR0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HR0220'16.6 MI NE FROM BIGPINE.
 HR0220'16.6 MILES NORTHEAST ALONG THE ROAD LEADING TO GOLDFIELD,
 HR0220'NEVADA, FROM BIGPINE, INYO COUNTY, 0.6 MILE SOUTH OF MILEPOST
 HR0220'16, AND 40 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.  A
 HR0220'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4 6557
 HR0220'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HR0220
 HR0220                          STATION RECOVERY (1984)
 HR0220
 HR0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HR0220'16.05 MILES EAST AND NORTHEAST OF THE JUNCTION OF US 395 AND CA 168
 HR0220'ALONG CA 168, ABOUT 150 FT. SOUTHEAST OF A WASH CROSSING ROAD, 47 FT.
 HR0220'NORTHEAST OF THE CENTERLINE OF THE ROAD, A USGS STANDARD CAP, STAMPED
 HR0220''6557 B F 4 1905', RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HR0220'PROJECTING 1.6 FT. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3353 ***********************************************************************
 GU3353  DESIGNATION -  4
 GU3353  PID         -  GU3353
 GU3353  STATE/COUNTY-  CA/KINGS
 GU3353  USGS QUAD   -  LA CIMA (1978)
 GU3353
 GU3353                         *CURRENT SURVEY CONTROL
 GU3353  ___________________________________________________________________
 GU3353* NAD 83(1986)-  36 04 13.     (N)    120 06 08.     (W)     SCALED    
 GU3353* NAVD 88     -       199.534  (meters)     654.64   (feet)  ADJUSTED  
 GU3353  ___________________________________________________________________
 GU3353  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 GU3353  DYNAMIC HT  -         199.351 (meters)     654.04  (feet)  COMP
 GU3353  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 GU3353
 GU3353  VERT ORDER  -  FIRST     CLASS II
 GU3353
 GU3353.The horizontal coordinates were scaled from a topographic map and have
 GU3353.an estimated accuracy of +/- 6 seconds.
 GU3353
 GU3353.The orthometric height was determined by differential leveling
 GU3353.and adjusted in August 1995.
 GU3353
 GU3353.The geoid height was determined by GEOID03.
 GU3353
 GU3353.The dynamic height is computed by dividing the NAVD 88
 GU3353.geopotential number by the normal gravity value computed on the
 GU3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU3353.degrees latitude (g = 980.6199 gals.).
 GU3353
 GU3353.The modeled gravity was interpolated from observed gravity values.
 GU3353
 GU3353;                    North         East    Units  Estimated Accuracy
 GU3353;SPC CA 4     -   582,340.    1,900,710.      MT  (+/- 180 meters Scaled)
 GU3353
 GU3353                          SUPERSEDED SURVEY CONTROL
 GU3353
 GU3353.No superseded survey control is available for this station.
 GU3353
 GU3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE609956(NAD 83)
 GU3353_MARKER: DD = SURVEY DISK
 GU3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU3353_SP_SET: CONCRETE POST
 GU3353_STAMPING: NO 4 BM
 GU3353_MARK LOGO: LOCENG
 GU3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU3353+STABILITY: SURFACE MOTION
 GU3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU3353+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1989
 GU3353
 GU3353  HISTORY     - Date     Condition        Report By
 GU3353  HISTORY     - UNK      MONUMENTED       LOCENG
 GU3353  HISTORY     - 19890224 GOOD             NGS
 GU3353
 GU3353                          STATION DESCRIPTION
 GU3353
 GU3353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GU3353'7.9 KM (4.90 MI) NORTHERLY ALONG STATE HIGHWAY 269 (SKYLINE BOULEVARD)
 GU3353'FROM THE POST OFFICE IN AVENAL, 147.7 M (484.6 FT) SOUTHEAST OF THE
 GU3353'CENTERLINE OF THE HIGHWAY, 1.3 M (4.3 FT) BELOW THE HIGHWAY, 0.7 M
 GU3353'(2.3 FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHEAST OF A
 GU3353'WOODEN WITNESS POST, AND IS 3 CM ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1578 ***********************************************************************
 JT1578  DESIGNATION -  4 1
 JT1578  PID         -  JT1578
 JT1578  STATE/COUNTY-  CA/NAPA
 JT1578  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1578
 JT1578                         *CURRENT SURVEY CONTROL
 JT1578  ___________________________________________________________________
 JT1578* NAD 83(1986)-  38 12 52.     (N)    122 21 30.     (W)     SCALED    
 JT1578* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 JT1578  ___________________________________________________________________
 JT1578  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1578  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1578
 JT1578.The horizontal coordinates were scaled from a topographic map and have
 JT1578.an estimated accuracy of +/- 6 seconds.
 JT1578
 JT1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1578.The vertical order pertains to the NGVD 29 superseded value.
 JT1578
 JT1578.The geoid height was determined by GEOID03.
 JT1578
 JT1578;                    North         East    Units  Estimated Accuracy
 JT1578;SPC CA 2     -   560,870.    1,968,620.      MT  (+/- 180 meters Scaled)
 JT1578
 JT1578                          SUPERSEDED SURVEY CONTROL
 JT1578
 JT1578  NGVD 29 (??/??/92)    3.48   (m)           11.4    (f) COMPUTED    1 1
 JT1578
 JT1578.Superseded values are not recommended for survey control.
 JT1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1578.See file dsdata.txt to determine how the superseded data were derived.
 JT1578
 JT1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH561298(NAD 83)
 JT1578_MARKER: DD = SURVEY DISK
 JT1578_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1578_SP_SET: COPPER-CLAD STEEL ROD
 JT1578_STAMPING: 4 1 C OF N
 JT1578_MARK LOGO: CA2330
 JT1578_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1578
 JT1578  HISTORY     - Date     Condition        Report By
 JT1578  HISTORY     - 1972     MONUMENTED       CA2330
 JT1578
 JT1578                          STATION DESCRIPTION
 JT1578
 JT1578'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1578'2.85 MI (4.59 KM) WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JT1578'FROM THE CENTER OF BRAZOS DRAWBRIDGE OVER NAPA RIVER.  120 FT
 JT1578'(36.6 M) WEST OF CENTERLINE OF BENTLEY WHARF ROAD.  28.5 FT (8.7 M)
 JT1578'SOUTH OF CENTERLINE OF TRACKS, 120 FT (36.6 M) SOUTHWEST OF USCGS BM V
 JT1578'205, 2.5 FT (0.8 M) SOUTHEAST OF 2 INCH PIPE WITNESS POST, 1.5 FT
 JT1578'(0.5 M) BELOW TOP OF RAILS AND 0.5 FT (0.2 M) BELOW TOP OF 10 INCH
 JT1578'DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND WITH THE WORD
 JT1578'MONUMENT CAST IN COVER AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL
 JT1578'ROD DRIVEN TO REFUSAL AT 40 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4755 ***********************************************************************
 DX4755  DESIGNATION -  4 10 1
 DX4755  PID         -  DX4755
 DX4755  STATE/COUNTY-  CA/ORANGE
 DX4755  USGS QUAD   -  ANAHEIM (1981)
 DX4755
 DX4755                         *CURRENT SURVEY CONTROL
 DX4755  ___________________________________________________________________
 DX4755* NAD 83(1992)-  33 51 11.69180(N)    117 53 06.32004(W)     ADJUSTED  
 DX4755* NAVD 88     -        67.96   (+/-2cm)     223.0    (feet)  VERTCON   
 DX4755  ___________________________________________________________________
 DX4755  EPOCH DATE  -        1991.35
 DX4755  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 DX4755  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DX4755  HORZ ORDER  -  SECOND
 DX4755  VERT ORDER  -  THIRD ? (See Below)
 DX4755
 DX4755.The horizontal coordinates were established by classical geodetic methods
 DX4755.and adjusted by the National Geodetic Survey in June 1996.
 DX4755.The horizontal coordinates are valid at the epoch date displayed above.
 DX4755.The epoch date for horizontal control is a decimal equivalence
 DX4755.of Year/Month/Day.
 DX4755
 DX4755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4755.The vertical order pertains to the NGVD 29 superseded value.
 DX4755
 DX4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4755
 DX4755.The geoid height was determined by GEOID03.
 DX4755
 DX4755;                    North         East     Units Scale Factor Converg.
 DX4755;SPC CA 6     -   688,237.243 1,848,690.333   MT  0.99999511   -0 53 54.6
 DX4755;SPC CA 6     - 2,257,991.69  6,065,244.87   sFT  0.99999511   -0 53 54.6
 DX4755;UTM  11      - 3,746,236.883   418,122.424   MT  0.99968264   -0 29 35.1
 DX4755
 DX4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4755!SPC CA 6     -   0.99999482  x   0.99999511  =   0.99998993
 DX4755!UTM  11      -   0.99999482  x   0.99968264  =   0.99967746
 DX4755
 DX4755|---------------------------------------------------------------------|
 DX4755| PID    Reference Object                     Distance      Geod. Az  |
 DX4755|                                                           dddmmss.s |
 DX4755| CC2202 4 10 1 RM 1                          20.773 METERS 02627     |
 DX4755| DX4743 PLACENTIA S CAL WATER CO TK         APPROX. 2.5 KM 0311506.0 |
 DX4755| CC2203 4 10 1 RM 2                          10.145 METERS 20654     |
 DX4755| DX4818 FULLERTON ELEM SCH DIST MAST        APPROX. 4.6 KM 3401319.4 |
 DX4755| CC2204 4 10 1 RM 3                          24.756 METERS 34354     |
 DX4755|---------------------------------------------------------------------|
 DX4755
 DX4755                          SUPERSEDED SURVEY CONTROL
 DX4755
 DX4755  NAD 83(1986)-  33 51 11.69221(N)    117 53 06.31930(W) AD(1984.00) 2
 DX4755  NAD 27      -  33 51 11.63980(N)    117 53 03.11190(W) AD(       ) 2
 DX4755  NGVD 29 (07/19/86)   67.24   (m)          220.6    (f) LEVELING    3  
 DX4755
 DX4755.Superseded values are not recommended for survey control.
 DX4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4755.See file dsdata.txt to determine how the superseded data were derived.
 DX4755
 DX4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1812246237(NAD 83)
 DX4755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4755
 DX4755  HISTORY     - Date     Condition        Report By
 DX4755  HISTORY     - 1974     MONUMENTED       CA-059
 DX4755  HISTORY     - 19900707 GOOD             USPSQD
 DX4755  HISTORY     - 20060314 MARK NOT FOUND   CA-059
 DX4755
 DX4755                          STATION DESCRIPTION
 DX4755
 DX4755'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4755'THE STATION IS LOCATED IN ANAHEIM NEAR THE SOUTHWEST CORNER OF THE
 DX4755'CITY OF PLACENTIA.
 DX4755'
 DX4755'TO REACH THE STATION FROM THE INTERSECTION OF STATE COLLEGE
 DX4755'BOULEVARD AND PLACENTIA AVENUE, GO NORTHEAST ON PLACENTIA AVENUE
 DX4755'TO THE SOUTHWEST SIDE OF THE OVERCROSSING OF THE RIVERSIDE FREEWAY
 DX4755'(91).  THE STATION MARK IS LOCATED 68 FEET SOUTH OF THE SOUTHEAST
 DX4755'CORNER OF THE OVERCROSSING BRIDGE.
 DX4755'
 DX4755'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED 4-10-1
 DX4755'1974.  THE SURFACE DISK IS SET IN TOP OF A CONCRETE CYLINDER
 DX4755'PROJECTING TWO INCHES ABOVE THE GROUND SURFACE AND IS 3.5 FEET
 DX4755'EAST OF A GUARD RAIL ON THE EAST SIDE OF THE ROAD.  THE
 DX4755'UNDERGROUND MARK IS SET IN TOP OF A CONCRETE BLOCK ABOUT 3 FEET
 DX4755'BELOW THE GROUND SURFACE.
 DX4755'
 DX4755'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-1
 DX4755'1974 RM 1 IS COUNTERSUNK IN THE SOUTH END OF THE EAST WALK OF THE
 DX4755'OVERCROSSING BRIDGE.
 DX4755'
 DX4755'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-1
 DX4755'1974 RM 2 IS SET IN TOP OF A CONCRETE CYLINDER PROJECTING TWO
 DX4755'INCHES ABOVE THE SURFACE TWO FEET EAST OF THE EAST EDGE OF THE
 DX4755'PAVING.
 DX4755'
 DX4755'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-1
 DX4755'1974 RM 3, IS SET IN THE SOUTH END OF THE WEST WALK OF THE
 DX4755'OVERCROSSING BRIDGE.  RM IS 3.14 FEET BELOW STATION MARK.
 DX4755'
 DX4755'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 DX4755
 DX4755                          STATION RECOVERY (1990)
 DX4755
 DX4755'RECOVERY NOTE BY US POWER SQUADRON 1990 (LCR)
 DX4755'RECOVERED IN GOOD CONDITION.
 DX4755
 DX4755                          STATION RECOVERY (2006)
 DX4755
 DX4755'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX4755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4744 ***********************************************************************
 DX4744  DESIGNATION -  4 10 12
 DX4744  PID         -  DX4744
 DX4744  STATE/COUNTY-  CA/ORANGE
 DX4744  USGS QUAD   -  ORANGE (1981)
 DX4744
 DX4744                         *CURRENT SURVEY CONTROL
 DX4744  ___________________________________________________________________
 DX4744* NAD 83(1992)-  33 50 14.95751(N)    117 52 29.75823(W)     ADJUSTED  
 DX4744* NAVD 88     -        66.81   (+/-2cm)     219.2    (feet)  VERTCON   
 DX4744  ___________________________________________________________________
 DX4744  EPOCH DATE  -        1991.35
 DX4744  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 DX4744  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX4744  HORZ ORDER  -  SECOND
 DX4744  VERT ORDER  -  THIRD ? (See Below)
 DX4744
 DX4744.The horizontal coordinates were established by classical geodetic methods
 DX4744.and adjusted by the National Geodetic Survey in June 1996.
 DX4744.The horizontal coordinates are valid at the epoch date displayed above.
 DX4744.The epoch date for horizontal control is a decimal equivalence
 DX4744.of Year/Month/Day.
 DX4744
 DX4744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4744.The vertical order pertains to the NGVD 29 superseded value.
 DX4744
 DX4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4744
 DX4744.The geoid height was determined by GEOID03.
 DX4744
 DX4744;                    North         East     Units Scale Factor Converg.
 DX4744;SPC CA 6     -   686,474.733 1,849,602.848   MT  0.99999266   -0 53 34.5
 DX4744;SPC CA 6     - 2,252,209.19  6,068,238.68   sFT  0.99999266   -0 53 34.5
 DX4744;UTM  11      - 3,744,481.424   419,047.103   MT  0.99968079   -0 29 14.0
 DX4744
 DX4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4744!SPC CA 6     -   0.99999500  x   0.99999266  =   0.99998766
 DX4744!UTM  11      -   0.99999500  x   0.99968079  =   0.99967579
 DX4744
 DX4744:                Primary Azimuth Mark                     Grid Az
 DX4744:SPC CA 6     -  ANAHEIM BAP CH CROSS                     225 00 33.0
 DX4744:UTM  11      -  ANAHEIM BAP CH CROSS                     224 36 12.5
 DX4744
 DX4744|---------------------------------------------------------------------|
 DX4744| PID    Reference Object                     Distance      Geod. Az  |
 DX4744|                                                           dddmmss.s |
 DX4744| DX4753 ANAHEIM BAP CH CROSS                APPROX. 0.8 KM 2240658.5 |
 DX4744|---------------------------------------------------------------------|
 DX4744
 DX4744                          SUPERSEDED SURVEY CONTROL
 DX4744
 DX4744  NAD 83(1986)-  33 50 14.95797(N)    117 52 29.75750(W) AD(1984.00) 2
 DX4744  NAD 27      -  33 50 14.90400(N)    117 52 26.55180(W) AD(       ) 2
 DX4744  NGVD 29 (07/19/86)   66.08   (m)          216.8    (f) LEVELING    3  
 DX4744
 DX4744.Superseded values are not recommended for survey control.
 DX4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4744.See file dsdata.txt to determine how the superseded data were derived.
 DX4744
 DX4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1904744481(NAD 83)
 DX4744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4744
 DX4744  HISTORY     - Date     Condition        Report By
 DX4744  HISTORY     - 1974     MONUMENTED       CA-059
 DX4744  HISTORY     - 19900728 GOOD             USPSQD
 DX4744
 DX4744                          STATION DESCRIPTION
 DX4744
 DX4744'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4744'THE STATION IS LOCATED AT THE LINCOLN AVENUE OVERCROSSING OF THE
 DX4744'ORANGE FREEWAY IN ANAHEIM.
 DX4744'
 DX4744'TO REACH THE STATION FROM THE EAST SIDE OF THE LINCOLN AVENUE
 DX4744'OVERCROSSING OF THE ORANGE FREEWAY (RTE 57), GO ABOUT 45 FEET EAST
 DX4744'OF THE EAST CURB NOSE OF THE ON-RAMP TO THE NORTHBOUND LANES OF THE
 DX4744'FREEWAY AT THE INTERSECTION OF THE BACK EDGE OF THE SIDEWALKS.
 DX4744'
 DX4744'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-12
 DX4744'1974.  THE SURFACE DISK IS SET IN TOP OF A CONCRETE CYLINDER THAT
 DX4744'IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN
 DX4744'THE TOP OF A CONCRETE BLOCK ABOUT 3 FEET BELOW THE GROUND
 DX4744'SURFACE.  THE MARK IS ERRONEOUSLY STAMPED 4-10-25.
 DX4744'
 DX4744'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4744'4-10-12 1974, IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH THE
 DX4744'CURB.  THE MARK IS LOCATED 1.1 FEET NORTHERLY OF THE SOUTHERLY
 DX4744'MEDIAN CURB FACE OF THE EAST-BOUND LINCOLN AVENUE LANES AND 61.8
 DX4744'FEET EAST OF RM 3.
 DX4744'
 DX4744'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4744'4-10-12 1974, IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH THE
 DX4744'CURB.  THE MARK IS LOCATED 0.7 FEET SOUTH OF THE BACK OF THE
 DX4744'SOUTHERLY SIDEWALK AND 80.5 FEET EASTERLY OF THE MEDIAN NOSE FOR
 DX4744'THE NORTH-BOUND ON-RAMP TO THE EAST OF THE FREEWAY AND SOUTH OF
 DX4744'LINCOLN AVENUE.
 DX4744'
 DX4744'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4744'4-10-12 1974, IS SET IN TOP OF A 12 INCH CONCRETE CYLINDER FLUSH
 DX4744'WITH THE GROUND.  THE MARK IS LOCATED 1.6 FEET NORTH OF THE SOUTH
 DX4744'MEDIAN CURB FACE (EAST-BOUND LANES OF LINCOLN AVENUE) AND 201.5
 DX4744'FEET EASTERLY OF THE EAST EDGE OF LINCOLN AVENUE BRIDGE OVER
 DX4744'FREEWAY (57).
 DX4744'
 DX4744'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 DX4744
 DX4744                          STATION RECOVERY (1990)
 DX4744
 DX4744'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRC)
 DX4744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4766 ***********************************************************************
 DX4766  DESIGNATION -  4 10 16
 DX4766  PID         -  DX4766
 DX4766  STATE/COUNTY-  CA/ORANGE
 DX4766  USGS QUAD   -  ANAHEIM (1981)
 DX4766
 DX4766                         *CURRENT SURVEY CONTROL
 DX4766  ___________________________________________________________________
 DX4766* NAD 83(1992)-  33 49 07.69910(N)    117 55 45.68026(W)     ADJUSTED  
 DX4766* NAVD 88     -        53.64   (+/-2cm)     176.0    (feet)  VERTCON   
 DX4766  ___________________________________________________________________
 DX4766  EPOCH DATE  -        1991.35
 DX4766  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 DX4766  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DX4766  HORZ ORDER  -  SECOND
 DX4766  VERT ORDER  -  THIRD ? (See Below)
 DX4766
 DX4766.The horizontal coordinates were established by classical geodetic methods
 DX4766.and adjusted by the National Geodetic Survey in June 1996.
 DX4766.The horizontal coordinates are valid at the epoch date displayed above.
 DX4766.The epoch date for horizontal control is a decimal equivalence
 DX4766.of Year/Month/Day.
 DX4766
 DX4766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4766.The vertical order pertains to the NGVD 29 superseded value.
 DX4766
 DX4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4766
 DX4766.The geoid height was determined by GEOID03.
 DX4766
 DX4766;                    North         East     Units Scale Factor Converg.
 DX4766;SPC CA 6     -   684,482.543 1,844,532.750   MT  0.99998985   -0 55 22.2
 DX4766;SPC CA 6     - 2,245,673.14  6,051,604.53   sFT  0.99998985   -0 55 22.2
 DX4766;UTM  11      - 3,742,454.010   413,992.779   MT  0.99969119   -0 31 02.2
 DX4766
 DX4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4766!SPC CA 6     -   0.99999710  x   0.99998985  =   0.99998695
 DX4766!UTM  11      -   0.99999710  x   0.99969119  =   0.99968829
 DX4766
 DX4766|---------------------------------------------------------------------|
 DX4766| PID    Reference Object                     Distance      Geod. Az  |
 DX4766|                                                           dddmmss.s |
 DX4766| CC2208 4 10 16 RM 1                         28.807 METERS 15601     |
 DX4766| CC2209 4 10 16 RM 2                         29.257 METERS 26046     |
 DX4766| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 6.7 KM 2924839.9 |
 DX4766| DX4769 ANAHEIM CAL FED BLDG FLAGPOLE       APPROX. 2.6 KM 3350856.1 |
 DX4766|---------------------------------------------------------------------|
 DX4766
 DX4766                          SUPERSEDED SURVEY CONTROL
 DX4766
 DX4766  NAD 83(1986)-  33 49 07.69969(N)    117 55 45.67922(W) AD(1984.00) 2
 DX4766  NAD 27      -  33 49 07.64530(N)    117 55 42.46870(W) AD(       ) 2
 DX4766  NGVD 29 (07/19/86)   52.97   (m)          173.8    (f) LEVELING    3  
 DX4766
 DX4766.Superseded values are not recommended for survey control.
 DX4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4766.See file dsdata.txt to determine how the superseded data were derived.
 DX4766
 DX4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1399342454(NAD 83)
 DX4766_MARKER: Z = SEE DESCRIPTION
 DX4766_SETTING: 0 = UNSPECIFIED SETTING
 DX4766
 DX4766  HISTORY     - Date     Condition        Report By
 DX4766  HISTORY     - 1974     MONUMENTED       CA-059
 DX4766
 DX4766                          STATION DESCRIPTION
 DX4766
 DX4766'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4766'THE STATION IS LOCATED ON THE ROOF OF THE MAIN BUILDING OF THE
 DX4766'LUTHERAN HOME IS WEST ANAHEIM.
 DX4766'
 DX4766'TO REACH THE STATION FROM THE BALL ROAD OVERCROSSING OF THE
 DX4766'SANTA ANA FREEWAY, PROCEED WEST ON BALL ROAD 0.5 MILE TO WALNUT
 DX4766'STREET, THEN RIGHT 200 FEET NORTH TO THE ENTRANCE TO THE PARKING
 DX4766'LOT ON THE LEFT FOR THE LUTHERAN HOME GROUNDS.  ENTRANCE IS
 DX4766'THROUGH THE LOBBY OF THE MAIN BUILDING WHERE A KEY MAY BE
 DX4766'ACQUIRED AT THE DESK TO ADMIT YOURSELF TO THE ROOF.  A SMALL
 DX4766'WOODEN LADDER ON THE ROOF IS USED TO CLIMB TO THE ROOF OF THE
 DX4766'ELEVATOR SHAFT.
 DX4766'
 DX4766'THE STATION MARK IS 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4766'4-10-16 FEB. 1974 EPOXIED TO THE ROOF OF THE ELEVATOR SHAFT
 DX4766'5.0 FEET EAST AND AT THE NORTH EDGE OF THE JOG IN THE WEST ROOF
 DX4766'LINE.
 DX4766'
 DX4766'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4766'4-10-16 FEB. 1974, IS EPOXIED FLUSH WITH THE ROOF, 60.0 FEET
 DX4766'EAST OF THE WEST WALL AND 3.5 FEET NORTH OF THE SOUTH WALL ON THE
 DX4766'WEST WING OF THE BUILDING.  MARK IS 10.33 FEET BELOW THE STATION.
 DX4766'
 DX4766'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM
 DX4766'2 4-10-16 FEB. 1974, IS EPOXIED FLUSH WITH THE ROOF, 30 FEET
 DX4766'NORTH OF THE SOUTH WALL AND 4.0 FEET WEST OF THE EAST WALL OF
 DX4766'THE SOUTHEAST WING OF THE BUILDING.  MARK IS 10.37 FEET BELOW
 DX4766'THE STATION.
 DX4766'
 DX4766'NOTIFY THE ADMINISTRATIVE DIRECTOR, MR. DAN F. GRAEBER, PHONE
 DX4766'NUMBER (714) 776-7150, PRIOR TO OCCUPATION OF THIS STATION.
 DX4766'
 DX4766'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4777 ***********************************************************************
 DX4777  DESIGNATION -  4 10 17
 DX4777  PID         -  DX4777
 DX4777  STATE/COUNTY-  CA/ORANGE
 DX4777  USGS QUAD   -  ANAHEIM (1981)
 DX4777
 DX4777                         *CURRENT SURVEY CONTROL
 DX4777  ___________________________________________________________________
 DX4777* NAD 83(1992)-  33 49 11.67133(N)    117 57 30.99469(W)     ADJUSTED  
 DX4777* NAVD 88     -        45.76   (+/-2cm)     150.1    (feet)  VERTCON   
 DX4777  ___________________________________________________________________
 DX4777  EPOCH DATE  -        1991.35
 DX4777  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DX4777  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DX4777  HORZ ORDER  -  SECOND
 DX4777  VERT ORDER  -  THIRD ? (See Below)
 DX4777
 DX4777.The horizontal coordinates were established by classical geodetic methods
 DX4777.and adjusted by the National Geodetic Survey in June 1996.
 DX4777.The horizontal coordinates are valid at the epoch date displayed above.
 DX4777.The epoch date for horizontal control is a decimal equivalence
 DX4777.of Year/Month/Day.
 DX4777
 DX4777.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4777.The vertical order pertains to the NGVD 29 superseded value.
 DX4777
 DX4777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4777
 DX4777.The geoid height was determined by GEOID03.
 DX4777
 DX4777;                    North         East     Units Scale Factor Converg.
 DX4777;SPC CA 6     -   684,648.913 1,841,826.790   MT  0.99999001   -0 56 20.1
 DX4777;SPC CA 6     - 2,246,218.98  6,042,726.73   sFT  0.99999001   -0 56 20.1
 DX4777;UTM  11      - 3,742,601.184   411,286.511   MT  0.99969702   -0 32 00.9
 DX4777
 DX4777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4777!SPC CA 6     -   0.99999836  x   0.99999001  =   0.99998837
 DX4777!UTM  11      -   0.99999836  x   0.99969702  =   0.99969538
 DX4777
 DX4777|---------------------------------------------------------------------|
 DX4777| PID    Reference Object                     Distance      Geod. Az  |
 DX4777|                                                           dddmmss.s |
 DX4777| CC2212 4 10 17 RM 3                          8.488 METERS 00005     |
 DX4777| DX4769 ANAHEIM CAL FED BLDG FLAGPOLE       APPROX. 2.8 KM 0355435.9 |
 DX4777| CC2210 4 10 17 RM 1                         12.093 METERS 04503     |
 DX4777| CC2211 4 10 17 RM 2                          8.486 METERS 09012     |
 DX4777| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 4.2 KM 3053510.1 |
 DX4777|---------------------------------------------------------------------|
 DX4777
 DX4777                          SUPERSEDED SURVEY CONTROL
 DX4777
 DX4777  NAD 83(1986)-  33 49 11.67198(N)    117 57 30.99338(W) AD(1984.00) 2
 DX4777  NAD 27      -  33 49 11.61850(N)    117 57 27.77990(W) AD(       ) 2
 DX4777  NGVD 29 (07/19/86)   45.09   (m)          147.9    (f) LEVELING    3  
 DX4777
 DX4777.Superseded values are not recommended for survey control.
 DX4777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4777.See file dsdata.txt to determine how the superseded data were derived.
 DX4777
 DX4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1128742601(NAD 83)
 DX4777_MARKER: Z = SEE DESCRIPTION
 DX4777_SETTING: 0 = UNSPECIFIED SETTING
 DX4777
 DX4777  HISTORY     - Date     Condition        Report By
 DX4777  HISTORY     - 1974     MONUMENTED       CA-059
 DX4777  HISTORY     - 19900724 MARK NOT FOUND   USPSQD
 DX4777
 DX4777                          STATION DESCRIPTION
 DX4777
 DX4777'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4777'THE STATION IS LOCATED ON THE ROOF OF EASTLAND SAVINGS BUILDING
 DX4777'IN WEST ANAHEIM.
 DX4777'
 DX4777'TO REACH THE STATION, PROCEED 0.2 MILE NORTH ON BROOKHURST
 DX4777'STREET FROM ITS INTERSECTION WITH BALL ROAD TO THE 3-STORY
 DX4777'EASTLAND SAVINGS BUILDING ON THE RIGHT.  ENTER BUILDING AT THE
 DX4777'SOUTH END AND TAKE ELEVATOR TO THE THIRD FLOOR, THEN EXIT THROUGH
 DX4777'STAIRWAY AT NORTH END OF BUILDING LEADING UP TO ROOF DOOR WHICH
 DX4777'IS UNLOCKED BUT HAS TO BE KEPT AJAR WHILE ON ROOF.
 DX4777'
 DX4777'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4777'4-10-17 1974 EPOXIED TO A 2.6 FOOT BY 2.6 FOOT PEDESTAL 1.3 FEET
 DX4777'HIGHER THAN THE ROOF, MOST SOUTHWESTERLY OF SIX PEDESTALS ON THE
 DX4777'ROOF.
 DX4777'
 DX4777'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4777'4-10-17 1974, IS EPOXIED TO A 2.6 FOOT BY 2.6 FOOT PEDESTAL, 62.4
 DX4777'FEET FROM THE EXTREME NORTHEAST CORNER OF THE BUILDING AND 8.7
 DX4777'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN AIR CONDITIONING
 DX4777'UNIT.
 DX4777'
 DX4777'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4777'4-10-17 1974, IS EPOXIED TO THE TOP OF A 2.6 FOOT BY 2.6 FOOT
 DX4777'PEDESTAL, 24.8 FEET WEST FROM THE EAST EDGE OF THE BUILDING AND
 DX4777'32.2 FEET SOUTH OF THE SOUTHEAST CORNER OF AN AIR CONDITIONING
 DX4777'UNIT.
 DX4777'
 DX4777'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4777'4-10-17 1974, IS EPOXIED TO THE TOP OF A 2.6 FOOT BY 2.6 FOOT
 DX4777'PEDESTAL, 5.2 FEET EAST OF THE EAST LEG OF EASTLAND SAVINGS SIGN
 DX4777'AND 8.6 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF AN AIR
 DX4777'CONDITIONING UNIT.
 DX4777'
 DX4777'NOTIFY JOHN MAC CALE, SENIOR VICE-PRESIDENT, PHONE NUMBER (714)
 DX4777'776-7101, PRIOR TO OCCUPYING THIS STATION.
 DX4777'
 DX4777'HEIGHT OF LIGHT ABOVE STATION MARK 1.01 METERS.
 DX4777
 DX4777                          STATION RECOVERY (1990)
 DX4777
 DX4777'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRC)
 DX4777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4756 ***********************************************************************
 DX4756  DESIGNATION -  4 10 24
 DX4756  PID         -  DX4756
 DX4756  STATE/COUNTY-  CA/ORANGE
 DX4756  USGS QUAD   -  ANAHEIM (1981)
 DX4756
 DX4756                         *CURRENT SURVEY CONTROL
 DX4756  ___________________________________________________________________
 DX4756* NAD 83(1992)-  33 48 58.33639(N)    117 53 13.96273(W)     ADJUSTED  
 DX4756* NAVD 88     -        57.58   (+/-2cm)     188.9    (feet)  VERTCON   
 DX4756  ___________________________________________________________________
 DX4756  EPOCH DATE  -        1991.35
 DX4756  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 DX4756  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DX4756  HORZ ORDER  -  SECOND
 DX4756  VERT ORDER  -  THIRD ? (See Below)
 DX4756
 DX4756.The horizontal coordinates were established by classical geodetic methods
 DX4756.and adjusted by the National Geodetic Survey in June 1996.
 DX4756.The horizontal coordinates are valid at the epoch date displayed above.
 DX4756.The epoch date for horizontal control is a decimal equivalence
 DX4756.of Year/Month/Day.
 DX4756
 DX4756.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4756.The vertical order pertains to the NGVD 29 superseded value.
 DX4756
 DX4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4756
 DX4756.The geoid height was determined by GEOID03.
 DX4756
 DX4756;                    North         East     Units Scale Factor Converg.
 DX4756;SPC CA 6     -   684,132.057 1,848,429.377   MT  0.99998947   -0 53 58.8
 DX4756;SPC CA 6     - 2,244,523.26  6,064,388.71   sFT  0.99998947   -0 53 58.8
 DX4756;UTM  11      - 3,742,131.223   417,890.610   MT  0.99968311   -0 29 37.6
 DX4756
 DX4756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4756!SPC CA 6     -   0.99999646  x   0.99998947  =   0.99998593
 DX4756!UTM  11      -   0.99999646  x   0.99968311  =   0.99967957
 DX4756
 DX4756|---------------------------------------------------------------------|
 DX4756| PID    Reference Object                     Distance      Geod. Az  |
 DX4756|                                                           dddmmss.s |
 DX4756| CC2213 4 10 24 RM 1                         11.050 METERS 05918     |
 DX4756| DX4754 ANAHEIM BIG A SCOREBOARD LT         APPROX. 1.7 KM 1650443.4 |
 DX4756| CC2214 4 10 24 RM 2                         23.608 METERS 17713     |
 DX4756| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 4.0 KM 1880729.7 |
 DX4756| CC2215 4 10 24 RM 3                         18.202 METERS 27029     |
 DX4756|---------------------------------------------------------------------|
 DX4756
 DX4756                          SUPERSEDED SURVEY CONTROL
 DX4756
 DX4756  NAD 83(1986)-  33 48 58.33692(N)    117 53 13.96202(W) AD(1984.00) 2
 DX4756  NAD 27      -  33 48 58.28110(N)    117 53 10.75590(W) AD(       ) 2
 DX4756  NGVD 29 (07/19/86)   56.88   (m)          186.6    (f) LEVELING    3  
 DX4756
 DX4756.Superseded values are not recommended for survey control.
 DX4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4756.See file dsdata.txt to determine how the superseded data were derived.
 DX4756
 DX4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1789142131(NAD 83)
 DX4756_MARKER: Z = SEE DESCRIPTION
 DX4756_SETTING: 0 = UNSPECIFIED SETTING
 DX4756
 DX4756  HISTORY     - Date     Condition        Report By
 DX4756  HISTORY     - 1974     MONUMENTED       CA-059
 DX4756
 DX4756                          STATION DESCRIPTION
 DX4756
 DX4756'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4756'THE STATION IS LOCATED IN SOUTHEAST ANAHEIM.
 DX4756'
 DX4756'TO REACH THE STATION FROM THE INTERSECTION OF STATE COLLEGE
 DX4756'BOULEVARD AND WINSTON ROAD IN ANAHEIM, GO 0.1 MILE EAST ON
 DX4756'WINSTON ROAD AND TURN LEFT (NORTH) ON STATE COLLEGE PARKWAY TO THE
 DX4756'DEAD END.  BUILDING 1260 ON THE RIGHT IS THE MOST NORTHEASTERLY
 DX4756'IN AN INDUSTRIAL COMPLEX.  THE STATION IS ON THE ROOF OF THIS
 DX4756'BUILDING WHICH MAY BE REACHED BY LADDER ATTACHED TO THE SOUTH
 DX4756'SIDE OF THE BUILDING.
 DX4756'
 DX4756'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4756'4-10-24 1974, EPOXIED TO THE ROOF.  THE MARK IS 15 FEET NORTHWEST
 DX4756'OF THE MOST NORTHEASTERLY SKYLIGHT AND 21 FEET SOUTHEAST OF
 DX4756'THE NORTH SKYLIGHT.
 DX4756'
 DX4756'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM
 DX4756'1 4-10-24 1974, IS EPOXIED TO THE ROOF 6.5 FEET WEST OF THE
 DX4756'EASTERLY PARAPET WALL AND 7.5 FEET SOUTH OF THE NORTHERLY PARAPET
 DX4756'WALL.
 DX4756'
 DX4756'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4756'4-10-24 1974, IS EPOXIED TO THE ROOF 34.5 FEET WEST OF THE EAST
 DX4756'PARAPET WALL 25.8 FEET NORTH OF THE SOUTH PARAPET WALL AND 12.9
 DX4756'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SKYLIGHT.
 DX4756'
 DX4756'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4756'4-10-24 1974, IS EPOXIED TO THE ROOF 25.1 FEET SOUTH OF THE NORTH
 DX4756'PARAPET WALL, 26.6 FEET EAST OF THE WEST PARAPET WALL AND 12.0
 DX4756'FEET NORTH OF THE NORTHEAST CORNER OF A SKYLIGHT.
 DX4756'
 DX4756'NOTIFY MR. FORREST WHITE, MUSICMAN CORPORATION, PHONE NUMBER (714)
 DX4756'956-9220 BEFORE OCCUPYING THIS STATION.  DUCK BOARDS ARE NEEDED
 DX4756'TO PROTECT THE ROOF.
 DX4756'
 DX4756'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4742 ***********************************************************************
 DX4742  DESIGNATION -  4 10 25
 DX4742  PID         -  DX4742
 DX4742  STATE/COUNTY-  CA/ORANGE
 DX4742  USGS QUAD   -  ORANGE (1981)
 DX4742
 DX4742                         *CURRENT SURVEY CONTROL
 DX4742  ___________________________________________________________________
 DX4742* NAD 83(1992)-  33 47 23.70897(N)    117 52 14.30089(W)     ADJUSTED  
 DX4742* NAVD 88     -        46.15   (+/-2cm)     151.4    (feet)  VERTCON   
 DX4742  ___________________________________________________________________
 DX4742  EPOCH DATE  -        1991.35
 DX4742  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 DX4742  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX4742  HORZ ORDER  -  SECOND
 DX4742  VERT ORDER  -  THIRD ? (See Below)
 DX4742
 DX4742.The horizontal coordinates were established by classical geodetic methods
 DX4742.and adjusted by the National Geodetic Survey in June 1996.
 DX4742.The horizontal coordinates are valid at the epoch date displayed above.
 DX4742.The epoch date for horizontal control is a decimal equivalence
 DX4742.of Year/Month/Day.
 DX4742
 DX4742.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4742.The vertical order pertains to the NGVD 29 superseded value.
 DX4742
 DX4742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4742
 DX4742.The geoid height was determined by GEOID03.
 DX4742
 DX4742;                    North         East     Units Scale Factor Converg.
 DX4742;SPC CA 6     -   681,192.931 1,849,918.216   MT  0.99998572   -0 53 26.1
 DX4742;SPC CA 6     - 2,234,880.47  6,069,273.35   sFT  0.99998572   -0 53 26.1
 DX4742;UTM  11      - 3,739,203.620   419,399.783   MT  0.99968008   -0 29 03.2
 DX4742
 DX4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4742!SPC CA 6     -   0.99999824  x   0.99998572  =   0.99998396
 DX4742!UTM  11      -   0.99999824  x   0.99968008  =   0.99967832
 DX4742
 DX4742|---------------------------------------------------------------------|
 DX4742| PID    Reference Object                     Distance      Geod. Az  |
 DX4742|                                                           dddmmss.s |
 DX4742| CC2216 4 10 25 RM 1                         24.440 METERS 12614     |
 DX4742| CC2217 4 10 25 RM 2                         15.161 METERS 19304     |
 DX4742| CC2218 4 10 25 RM 3                         29.154 METERS 23906     |
 DX4742| DX4754 ANAHEIM BIG A SCOREBOARD LT         APPROX. 1.7 KM 3190058.4 |
 DX4742|---------------------------------------------------------------------|
 DX4742
 DX4742                          SUPERSEDED SURVEY CONTROL
 DX4742
 DX4742  NAD 83(1986)-  33 47 23.70945(N)    117 52 14.30042(W) AD(1984.00) 2
 DX4742  NAD 27      -  33 47 23.65170(N)    117 52 11.09720(W) AD(       ) 2
 DX4742  NGVD 29 (07/19/86)   45.43   (m)          149.0    (f) LEVELING    3  
 DX4742
 DX4742.Superseded values are not recommended for survey control.
 DX4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4742.See file dsdata.txt to determine how the superseded data were derived.
 DX4742
 DX4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1940039204(NAD 83)
 DX4742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4742
 DX4742  HISTORY     - Date     Condition        Report By
 DX4742  HISTORY     - 1974     MONUMENTED       CA-059
 DX4742  HISTORY     - 19900629 GOOD             USPSQD
 DX4742
 DX4742                          STATION DESCRIPTION
 DX4742
 DX4742'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4742'THE STATION IS LOCATED AT PORTOLA JR HIGH SCHOOL IN THE NORTHWEST
 DX4742'PART OF THE CITY OF ORANGE.
 DX4742'
 DX4742'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND MAPLE
 DX4742'STREETS IN ORANGE, GO 0.25 MILE WEST ON MAPLE STREET TO FELDNER
 DX4742'ROAD AND STATION SITE ON SCHOOL GROUNDS.  STATION IS 117.0 FEET
 DX4742'SOUTHEAST OF THE EAST POLE OF A 20-FOOT HIGH PLAYGROUND CLIMBING
 DX4742'APPARATUS.
 DX4742'
 DX4742'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4742'4-10-25 1974.  THE SURFACE DISK IS SET IN TOP OF A CONCRETE
 DX4742'CYLINDER THAT SETS TWO INCHES BELOW THE GROUND SURFACE.  THE
 DX4742'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3
 DX4742'FEET BELOW THE GROUND SURFACE.  THE MARK IS 19.0 FEET WEST OF THE
 DX4742'WEST CURB OF FELDNER ROAD PRODUCED, 53.2 FEET NORTH OF THE SOUTH
 DX4742'PROPERTY FENCE OF THE SCHOOL AND 50.0 FEET NORTH OF THE
 DX4742'NORTHEAST CORNER OF A 5 FOOT X 2 FOOT STEEL SPRINKLER CONTROL
 DX4742'BOX LOCATED IN AN OPENING IN THE PROPERTY FENCE.
 DX4742'
 DX4742'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-25
 DX4742'1974 RM 1, IS SET IN TOP OF A CONCRETE CYLINDER PROJECTING TWO
 DX4742'INCHES ABOVE THE GROUND.  THE MARK IS 69.8 FEET EAST OF THE
 DX4742'CENTER OF A WATER CONTROL BOX, 10 FEET NORTHWEST OF A GUY WIRE
 DX4742'ANCHOR AND 6 FEET NORTH OF THE PROPERTY FENCE.
 DX4742'
 DX4742'REFERENCE MARK 2 IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4742'4-10-25 1974 RM 2, SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 DX4742'TWO INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 6.3 FEET WEST
 DX4742'OF THE CENTER OF A WATER CONTROL BOX AND 4.7 FEET NORTH OF THE
 DX4742'PROPERTY FENCE.
 DX4742'
 DX4742'REFERENCE MARK 3 IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4742'4-10-25 1974 RM 3, SET IN TOP OF A CONCRETE CYLINDER.  THE MARK
 DX4742'IS 77.3 FEET WEST OF THE CENTER OF A WATER CONTROL BOX, 11.7 FEET
 DX4742'NORTHEAST OF A GUY WIRE ANCHOR AND 4.0 FEET NORTH OF THE PROPERTY
 DX4742'FENCE.
 DX4742'
 DX4742'MR. LEN SURLES, PRINCIPAL OF PORTOLA JUNIOR HIGH SCHOOL, PHONE
 DX4742'NUMBER (714) 997-6361, 270 NORTH PALM DRIVE, ORANGE, CALIFORNIA
 DX4742'SHOULD BE NOTIFIED BEFORE OCCUPYING STATION.
 DX4742'
 DX4742'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 DX4742
 DX4742                          STATION RECOVERY (1990)
 DX4742
 DX4742'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRC)
 DX4742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4764 ***********************************************************************
 DX4764  DESIGNATION -  4 10 27
 DX4764  PID         -  DX4764
 DX4764  STATE/COUNTY-  CA/ORANGE
 DX4764  USGS QUAD   -  ANAHEIM (1981)
 DX4764
 DX4764                         *CURRENT SURVEY CONTROL
 DX4764  ___________________________________________________________________
 DX4764* NAD 83(1992)-  33 48 05.83043(N)    117 55 00.15966(W)     ADJUSTED  
 DX4764* NAVD 88     -        83.08   (+/-2cm)     272.6    (feet)  VERTCON   
 DX4764  ___________________________________________________________________
 DX4764  EPOCH DATE  -        1991.35
 DX4764  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 DX4764  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DX4764  HORZ ORDER  -  SECOND
 DX4764  VERT ORDER  -  THIRD ? (See Below)
 DX4764
 DX4764.The horizontal coordinates were established by classical geodetic methods
 DX4764.and adjusted by the National Geodetic Survey in June 1996.
 DX4764.The horizontal coordinates are valid at the epoch date displayed above.
 DX4764.The epoch date for horizontal control is a decimal equivalence
 DX4764.of Year/Month/Day.
 DX4764
 DX4764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4764.The vertical order pertains to the NGVD 29 superseded value.
 DX4764
 DX4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4764
 DX4764.The geoid height was determined by GEOID03.
 DX4764
 DX4764;                    North         East     Units Scale Factor Converg.
 DX4764;SPC CA 6     -   682,557.800 1,845,672.762   MT  0.99998736   -0 54 57.2
 DX4764;SPC CA 6     - 2,239,358.38  6,055,344.72   sFT  0.99998736   -0 54 57.2
 DX4764;UTM  11      - 3,740,537.961   415,146.047   MT  0.99968876   -0 30 36.1
 DX4764
 DX4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4764!SPC CA 6     -   0.99999248  x   0.99998736  =   0.99997984
 DX4764!UTM  11      -   0.99999248  x   0.99968876  =   0.99968124
 DX4764
 DX4764:                Primary Azimuth Mark                     Grid Az
 DX4764:SPC CA 6     -  ANAHEIM BIG A SCOREBOARD LT              091 37 36.1
 DX4764:UTM  11      -  ANAHEIM BIG A SCOREBOARD LT              091 13 15.0
 DX4764
 DX4764|---------------------------------------------------------------------|
 DX4764| PID    Reference Object                     Distance      Geod. Az  |
 DX4764|                                                           dddmmss.s |
 DX4764| DX4754 ANAHEIM BIG A SCOREBOARD LT         APPROX. 3.2 KM 0904238.9 |
 DX4764| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 3.2 KM 1364049.1 |
 DX4764|---------------------------------------------------------------------|
 DX4764
 DX4764                          SUPERSEDED SURVEY CONTROL
 DX4764
 DX4764  NAD 83(1986)-  33 48 05.83099(N)    117 55 00.15874(W) AD(1984.00) 2
 DX4764  NAD 27      -  33 48 05.77500(N)    117 54 56.95040(W) AD(       ) 2
 DX4764  NGVD 29 (07/19/86)   82.41   (m)          270.4    (f) LEVELING    3  
 DX4764
 DX4764.Superseded values are not recommended for survey control.
 DX4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4764.See file dsdata.txt to determine how the superseded data were derived.
 DX4764
 DX4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1514640538(NAD 83)
 DX4764_MARKER: Z = SEE DESCRIPTION
 DX4764_SETTING: 0 = UNSPECIFIED SETTING
 DX4764
 DX4764  HISTORY     - Date     Condition        Report By
 DX4764  HISTORY     - 1974     MONUMENTED       CA-059
 DX4764  HISTORY     - 20080405 MARK NOT FOUND   GEOCAC
 DX4764
 DX4764                          STATION DESCRIPTION
 DX4764
 DX4764'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4764'THE STATION IS LOCATED ATOP THE ROYAL INN HOTEL EAST OF THE
 DX4764'ANAHEIM CONVENTION CENTER ABOUT 1/2 MILE SOUTH OF DISNEYLAND.
 DX4764'
 DX4764'TO REACH THE STATION, PROCEED SOUTH, FROM KATELLA AVENUE, ON
 DX4764'HARBOR BOULEVARD 0.1 MILE TO THE 14 STORY ROYAL INN HOTEL ON
 DX4764'THE RIGHT.  ACCESS TO THE ROOF MAY BE ACQUIRED BY GOING TO THE
 DX4764'DESK IN THE LOBBY OF THE MAIN COMPLEX AND ASK FOR THE KEY TO ROOF
 DX4764'DOOR.  A LADDER LOCKED WITH A 2244 LOCK IS STORED ON THE MAIN
 DX4764'ROOF ON THE EAST SIDE OF THE HIGH PORTION OF THE
 DX4764'BUILDING.  MR. WALT TOMBERG, PHONE NUMBER (714) 638-8300 ROOM
 DX4764'139, WILL ARRANGE FOR AN ESCORT WHEN STATION IS OCCUPIED.
 DX4764'
 DX4764'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4764'4-10-27 JAN 1974 EPOXIED TO THE ROOF NEAR THE CENTER OF THE HIGH
 DX4764'PORTION WHICH IS ABOUT 17 FEET HIGHER THAN THE MAIN ROOF OF THE
 DX4764'14-STORY STRUCTURE.
 DX4764'
 DX4764'A REFERENCE TIE WHICH IS A PUNCH MARK AT THE SOUTHEAST CORNER
 DX4764'IN THE STEEL BORDER BOUNDING THE ROOF EDGE WAS ESTABLISHED.
 DX4764'
 DX4764'A REFERENCE TIE WHICH IS A PUNCH MARK AT THE SOUTHWEST CORNER IN
 DX4764'THE STEEL BORDER BOUNDING THE ROOF EDGE WAS ESTABLISHED.
 DX4764'
 DX4764'A REFERENCE TIE WHICH IS A PUNCH MARK AT THE NORTHWEST CORNER
 DX4764'IN THE STEEL BORDER BOUNDING THE ROOF EDGE WAS ESTABLISHED.
 DX4764'
 DX4764'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 DX4764
 DX4764                          STATION RECOVERY (2008)
 DX4764
 DX4764'RECOVERY NOTE BY GEOCACHING 2008 (LTL)
 DX4764'NOT RECOVERED.  HOTEL IS NOW THE SHERATON PARK HOTEL AT 1855 S
 DX4764'HARBOR BLVD.  WAS ESCORTED BY HOTEL MANAGER AND HOTEL ENGINEER.
 DX4764'HIGH PORTION OF ROOF IS NOW ENTIRELY COVERED WITH VINYL ROOFING
 DX4764'MEMBRANE.  STATION MARK NOT FOUND.  THREE REFERENCE TIES NOT FOUND.
 DX4764'LIGHT ABOVE STATION MARK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4761 ***********************************************************************
 DX4761  DESIGNATION -  4 10 34
 DX4761  PID         -  DX4761
 DX4761  STATE/COUNTY-  CA/ORANGE
 DX4761  USGS QUAD   -  ANAHEIM (1981)
 DX4761
 DX4761                         *CURRENT SURVEY CONTROL
 DX4761  ___________________________________________________________________
 DX4761* NAD 83(1992)-  33 46 31.16012(N)    117 54 44.92084(W)     ADJUSTED  
 DX4761* NAVD 88     -        61.60   (+/-2cm)     202.1    (feet)  VERTCON   
 DX4761  ___________________________________________________________________
 DX4761  EPOCH DATE  -        1991.35
 DX4761  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 DX4761  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DX4761  HORZ ORDER  -  SECOND
 DX4761  VERT ORDER  -  THIRD ? (See Below)
 DX4761
 DX4761.The horizontal coordinates were established by classical geodetic methods
 DX4761.and adjusted by the National Geodetic Survey in June 1996.
 DX4761.The horizontal coordinates are valid at the epoch date displayed above.
 DX4761.The epoch date for horizontal control is a decimal equivalence
 DX4761.of Year/Month/Day.
 DX4761
 DX4761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4761.The vertical order pertains to the NGVD 29 superseded value.
 DX4761
 DX4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4761
 DX4761.The geoid height was determined by GEOID03.
 DX4761
 DX4761;                    North         East     Units Scale Factor Converg.
 DX4761;SPC CA 6     -   679,635.096 1,846,018.173   MT  0.99998373   -0 54 48.8
 DX4761;SPC CA 6     - 2,229,769.48  6,056,477.96   sFT  0.99998373   -0 54 48.8
 DX4761;UTM  11      - 3,737,618.645   415,512.054   MT  0.99968800   -0 30 26.3
 DX4761
 DX4761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4761!SPC CA 6     -   0.99999585  x   0.99998373  =   0.99997958
 DX4761!UTM  11      -   0.99999585  x   0.99968800  =   0.99968385
 DX4761
 DX4761|---------------------------------------------------------------------|
 DX4761| PID    Reference Object                     Distance      Geod. Az  |
 DX4761|                                                           dddmmss.s |
 DX4761| CC2222 4 10 34 RM 1                         10.836 METERS 05249     |
 DX4761| DX4760 SANTA ANA RAD STA KWIZ NE           APPROX. 2.6 KM 1750555.9 |
 DX4761| CC2223 4 10 34 RM 2                         12.419 METERS 20559     |
 DX4761| DX4770 GARDEN GROVE METH CH CROSS          APPROX. 2.7 KM 2751819.4 |
 DX4761| CC2224 4 10 34 RM 3                          8.521 METERS 31937     |
 DX4761|---------------------------------------------------------------------|
 DX4761
 DX4761                          SUPERSEDED SURVEY CONTROL
 DX4761
 DX4761  NAD 83(1986)-  33 46 31.16079(N)    117 54 44.92002(W) AD(1984.00) 2
 DX4761  NAD 27      -  33 46 31.10200(N)    117 54 41.71270(W) AD(       ) 2
 DX4761  NGVD 29 (07/19/86)   60.92   (m)          199.9    (f) LEVELING    3  
 DX4761
 DX4761.Superseded values are not recommended for survey control.
 DX4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4761.See file dsdata.txt to determine how the superseded data were derived.
 DX4761
 DX4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1551237619(NAD 83)
 DX4761_MARKER: Z = SEE DESCRIPTION
 DX4761_SETTING: 0 = UNSPECIFIED SETTING
 DX4761
 DX4761  HISTORY     - Date     Condition        Report By
 DX4761  HISTORY     - 1974     MONUMENTED       CA-059
 DX4761
 DX4761                          STATION DESCRIPTION
 DX4761
 DX4761'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4761'THE STATION IS LOCATED ON THE ROOF OF THE GROVE MEDICAL ARTS
 DX4761'BUILDING IN GARDEN GROVE.
 DX4761'
 DX4761'TO REACH THE STATION FROM THE INTERSECTION OF GARDEN GROVE AND
 DX4761'HARBOR BOULEVARDS, PROCEED EAST ON GARDEN GROVE BOULEVARD TO
 DX4761'ADDRESS 12665 ON THE LEFT WHICH IS A SEVEN STORY BROWN
 DX4761'BUILDING.  ACCESS TO BUILDING IS FROM SOUTH SIDE AND THEN LOCATE
 DX4761'THE BUILDING MANAGER LISTED ON THE MARQUE.  TAKE ELEVATOR TO
 DX4761'7TH FLOOR AND EXIT THROUGH STAIRWAY IMMEDIATELY RIGHT OF THE
 DX4761'ELEVATORS.  KEY MAY BE FOUND ON TOP OF FIRE ALARM BOX MOUNTED
 DX4761'ON EAST WALL TO THE LEFT OF STAIRWAY.  WALK STRAIGHT AHEAD
 DX4761'(WEST) FROM ROOF EXIT DOOR TO STATION MARK.
 DX4761'
 DX4761'THE STATION MARK IS 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4761'4-10-34 FEB 1974, EPOXIED TO ROOF 24.0 FEET EAST OF THE WEST
 DX4761'PARAPET WALL AND 24.0 FEET SOUTH OF THE NORTH PARAPET WALL.
 DX4761'
 DX4761'REFERENCE TIE 1 IS A CHISELED CROSS ON TOP OF A 1 INCH STEEL
 DX4761'EYE ANCHOR HOOK SET IN A 12 INCH BY 12 INCH BLOCK MOUNTED TO THE
 DX4761'ROOF AND 10 INCHES ABOVE ROOF LEVEL 52.6 FEET EAST AND 5.8 FEET
 DX4761'SOUTH OF NORTHWEST CORNER OF ROOF.
 DX4761'
 DX4761'REFERENCE TIE 2 IS A CHISELED CROSS ON TOP OF A 1 INCH STEEL
 DX4761'EYE ANCHOR HOOK, SET IN A 12 INCH BY 12 INCH BLOCK MOUNTED TO THE
 DX4761'ROOF AND 10 INCHES ABOVE ROOF LEVEL 4.5 FEET EAST AND 6.4 FEET
 DX4761'NORTH OF SOUTHWEST CORNER OF ROOF.
 DX4761'
 DX4761'REFERENCE MARK 3 IS A CHISELED CROSS ON TOP OF A 1 INCH STEEL EYE
 DX4761'ANCHOR HOOK, SET IN A 12 INCH BY 12 INCH BLOCK MOUNTED TO THE
 DX4761'ROOF AND 10 INCHES ABOVE ROOF LEVEL 6.1 FEET EAST AND 4.3 FEET
 DX4761'SOUTH OF NORTHWEST CORNER OF ROOF.
 DX4761'
 DX4761'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4767 ***********************************************************************
 DX4767  DESIGNATION -  4 10 4
 DX4767  PID         -  DX4767
 DX4767  STATE/COUNTY-  CA/ORANGE
 DX4767  USGS QUAD   -  ANAHEIM (1981)
 DX4767
 DX4767                         *CURRENT SURVEY CONTROL
 DX4767  ___________________________________________________________________
 DX4767* NAD 83(1992)-  33 50 52.45336(N)    117 56 00.88099(W)     ADJUSTED  
 DX4767* NAVD 88     -        65.00   (+/-2cm)     213.3    (feet)  VERTCON   
 DX4767  ___________________________________________________________________
 DX4767  EPOCH DATE  -        1991.35
 DX4767  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 DX4767  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DX4767  HORZ ORDER  -  SECOND
 DX4767  VERT ORDER  -  THIRD ? (See Below)
 DX4767
 DX4767.The horizontal coordinates were established by classical geodetic methods
 DX4767.and adjusted by the National Geodetic Survey in June 1996.
 DX4767.The horizontal coordinates are valid at the epoch date displayed above.
 DX4767.The epoch date for horizontal control is a decimal equivalence
 DX4767.of Year/Month/Day.
 DX4767
 DX4767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4767.The vertical order pertains to the NGVD 29 superseded value.
 DX4767
 DX4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4767
 DX4767.The geoid height was determined by GEOID03.
 DX4767
 DX4767;                    North         East     Units Scale Factor Converg.
 DX4767;SPC CA 6     -   687,715.977 1,844,194.004   MT  0.99999427   -0 55 30.6
 DX4767;SPC CA 6     - 2,256,281.50  6,050,493.16   sFT  0.99999427   -0 55 30.6
 DX4767;UTM  11      - 3,745,683.996   413,631.275   MT  0.99969196   -0 31 12.1
 DX4767
 DX4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4767!SPC CA 6     -   0.99999532  x   0.99999427  =   0.99998959
 DX4767!UTM  11      -   0.99999532  x   0.99969196  =   0.99968728
 DX4767
 DX4767:                Primary Azimuth Mark                     Grid Az
 DX4767:SPC CA 6     -  FULLERTON UNION HS DOME                  023 18 27.5
 DX4767:UTM  11      -  FULLERTON UNION HS DOME                  022 54 09.0
 DX4767
 DX4767|---------------------------------------------------------------------|
 DX4767| PID    Reference Object                     Distance      Geod. Az  |
 DX4767|                                                           dddmmss.s |
 DX4767| DX4765 FULLERTON UNION HS DOME             APPROX. 3.2 KM 0222256.9 |
 DX4767| CC2225 4 10 4 RM 1                           5.470 METERS 06321     |
 DX4767| CC2226 4 10 4 RM 2                           5.100 METERS 20115     |
 DX4767| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 5.8 KM 2633826.0 |
 DX4767| CC2227 4 10 4 RM 3                           3.050 METERS 32153     |
 DX4767|---------------------------------------------------------------------|
 DX4767
 DX4767                          SUPERSEDED SURVEY CONTROL
 DX4767
 DX4767  NAD 83(1986)-  33 50 52.45393(N)    117 56 00.87988(W) AD(1984.00) 2
 DX4767  NAD 27      -  33 50 52.40230(N)    117 55 57.66800(W) AD(       ) 2
 DX4767  NGVD 29 (07/19/86)   64.32   (m)          211.0    (f) LEVELING    3  
 DX4767
 DX4767.Superseded values are not recommended for survey control.
 DX4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4767.See file dsdata.txt to determine how the superseded data were derived.
 DX4767
 DX4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1363145684(NAD 83)
 DX4767_MARKER: Z = SEE DESCRIPTION
 DX4767_SETTING: 0 = UNSPECIFIED SETTING
 DX4767
 DX4767  HISTORY     - Date     Condition        Report By
 DX4767  HISTORY     - 1974     MONUMENTED       CA-059
 DX4767
 DX4767                          STATION DESCRIPTION
 DX4767
 DX4767'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4767'THE STATION IS LOCATED ON THE ROOF OF THE HOSPITAL BUILDING ON
 DX4767'THE NORTHWEST CORNER OF LA PALMA AVENUE AND WEST STREET IN THE
 DX4767'CITY OF ANAHEIM.
 DX4767'
 DX4767'TO REACH THE STATION, PROCEED ON WEST STREET ABOUT 400 FEET
 DX4767'NORTH TO A DRIVE ON THE LEFT (WEST) LEADING TO THE HOSPITAL
 DX4767'PARKING LOT.  THE ELEVATOR CAN BE USED TO THE 5TH FLOOR WHERE THE
 DX4767'ROOF IS REACHED FROM THE SOUTHWEST CORNER.
 DX4767'
 DX4767'THE STATION MARK IS 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-4
 DX4767'1974 EPOXIED TO THE ROOF 5.0 FEET SOUTH OF THE NORTH PARAPET WALL
 DX4767'AND 5 FEET EAST OF THE WEST PARAPET WALL OF THE NORTH WING OF THE
 DX4767'ROOF.
 DX4767'
 DX4767'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-4
 DX4767'1974 RM 1, IS EPOXIED TO THE ROOF.
 DX4767'
 DX4767'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-4
 DX4767'1974 RM 2, IS EPOXIED TO THE ROOF.
 DX4767'
 DX4767'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-10-4
 DX4767'1974 RM 3, IS EPOXIED TO THE ROOF.
 DX4767'
 DX4767'STATION MAY BE OCCUPIED AT ANYTIME.  CALL MR. HAROLD SAILOR,
 DX4767'PHONE NUMBER (714) 774-1450 AS EXIT IS FROM 4TH FLOOR WHEN
 DX4767'INTENSIVE CARE WARD IS IN USE.
 DX4767'
 DX4767'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4788 ***********************************************************************
 DX4788  DESIGNATION -  4 11 11
 DX4788  PID         -  DX4788
 DX4788  STATE/COUNTY-  CA/ORANGE
 DX4788  USGS QUAD   -  ANAHEIM (1981)
 DX4788
 DX4788                         *CURRENT SURVEY CONTROL
 DX4788  ___________________________________________________________________
 DX4788* NAD 83(1992)-  33 50 25.23419(N)    117 59 56.47356(W)     ADJUSTED  
 DX4788* NAVD 88     -        53.95   (+/-2cm)     177.0    (feet)  VERTCON   
 DX4788  ___________________________________________________________________
 DX4788  EPOCH DATE  -        1991.35
 DX4788  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 DX4788  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DX4788  HORZ ORDER  -  SECOND
 DX4788  VERT ORDER  -  THIRD ? (See Below)
 DX4788
 DX4788.The horizontal coordinates were established by classical geodetic methods
 DX4788.and adjusted by the National Geodetic Survey in June 1996.
 DX4788.The horizontal coordinates are valid at the epoch date displayed above.
 DX4788.The epoch date for horizontal control is a decimal equivalence
 DX4788.of Year/Month/Day.
 DX4788
 DX4788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4788.The vertical order pertains to the NGVD 29 superseded value.
 DX4788
 DX4788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4788
 DX4788.The geoid height was determined by GEOID03.
 DX4788
 DX4788;                    North         East     Units Scale Factor Converg.
 DX4788;SPC CA 6     -   686,977.143 1,838,124.157   MT  0.99999310   -0 57 40.0
 DX4788;SPC CA 6     - 2,253,857.51  6,030,579.01   sFT  0.99999310   -0 57 40.0
 DX4788;UTM  11      - 3,744,902.513   407,568.592   MT  0.99970532   -0 33 22.9
 DX4788
 DX4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4788!SPC CA 6     -   0.99999709  x   0.99999310  =   0.99999019
 DX4788!UTM  11      -   0.99999709  x   0.99970532  =   0.99970241
 DX4788
 DX4788|---------------------------------------------------------------------|
 DX4788| PID    Reference Object                     Distance      Geod. Az  |
 DX4788|                                                           dddmmss.s |
 DX4788| DX4787 BUENA PARK KNOTTS BERRY SPIRE       357.165 METERS 05652     |
 DX4788| DY2184 BUENA PK MOVIE WORLD SIGN           APPROX. 2.4 KM 3243414.2 |
 DX4788|---------------------------------------------------------------------|
 DX4788
 DX4788                          SUPERSEDED SURVEY CONTROL
 DX4788
 DX4788  NAD 83(1986)-  33 50 25.23488(N)    117 59 56.47210(W) AD(1984.00) 2
 DX4788  NAD 27      -  33 50 25.18460(N)    117 59 53.25370(W) AD(       ) 2
 DX4788  NGVD 29 (07/19/86)   53.28   (m)          174.8    (f) LEVELING    3  
 DX4788
 DX4788.Superseded values are not recommended for survey control.
 DX4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4788.See file dsdata.txt to determine how the superseded data were derived.
 DX4788
 DX4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0756944903(NAD 83)
 DX4788_MARKER: Z = SEE DESCRIPTION
 DX4788_SETTING: 0 = UNSPECIFIED SETTING
 DX4788
 DX4788  HISTORY     - Date     Condition        Report By
 DX4788  HISTORY     - 1974     MONUMENTED       CA-059
 DX4788
 DX4788                          STATION DESCRIPTION
 DX4788
 DX4788'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4788'THE STATION IS LOCATED SOUTH OF KNOTTS BERRY FARM IN BUENA PARK
 DX4788'ON THE ROOF OF THE LE BARON HOTEL.
 DX4788'
 DX4788'TO REACH THE STATION GO TO THE INTERSECTION OF CRESCENT AVENUE
 DX4788'AND BEACH BOULEVARD, THEN ONE BLOCK WEST ON BEACH BOULEVARD TO
 DX4788'GRAND AVENUE AND THE LE BARON HOTEL IN THE NORTHWEST PORTION OF
 DX4788'THIS INTERSECTION.  ACCESS TO THE ROOF IS BY THE SERVICE ELEVATOR
 DX4788'LOCATED ALONG THE WEST SIDE OF THE BUILDING, EXIT ON 8TH FLOOR TO
 DX4788'A DOOR ON LEFT AND THEN LEFT AGAIN THROUGH ANOTHER DOOR TO
 DX4788'STAIRWAY LEADING UP TO ROOF.  A LADDER, LOCKED WITH LOCK 2244 IS
 DX4788'USED TO ASCEND TO HIGH PORTION OF ROOF AND THE MARK.
 DX4788'
 DX4788'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4788'4-11-11 JAN 1974, EPOXIED TO THE APPROXIMATE CENTER OF THE ROOF.
 DX4788'
 DX4788'REFERENCE TIE 1, A PUNCH MARK, IS SET IN THE STEEL BORDER
 DX4788'BOUNDING THE EDGE OF THE ROOFLINE AT THE NORTHEAST CORNER OF HIGH
 DX4788'PORTION OF BUILDING.
 DX4788'
 DX4788'REFERENCE TIE 2, A PUNCH MARK, IS SET AT THE OUTSIDE CORNER OF
 DX4788'THE JOG OF THE STEEL BORDER BOUNDING THE EDGE OF THE ROOF LINE.
 DX4788'
 DX4788'REFERENCE TIE 3, A PUNCH MARK, IS SET IN THE STEEL BORDER
 DX4788'BOUNDING THE EDGE OF ROOF LINE AT THE SOUTHWEST CORNER OF HIGH
 DX4788'PORTION OF BUILDING.
 DX4788'
 DX4788'REFERENCE TIE 4, A PUNCH MARK, IS SET IN THE STEEL BORDER
 DX4788'BOUNDING THE ROOF LINE AT NORTHWEST CORNER OF HIGH PORTION OF
 DX4788'BUILDING.
 DX4788'
 DX4788'NOTIFY DENNIS RIZZO, HOTEL MANAGER, PHONE NUMBER (714) 995-1111,
 DX4788'PRIOR TO OCCUPYING THE MARK.
 DX4788'
 DX4788'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2400 ***********************************************************************
 DY2400  DESIGNATION -  4 11 15
 DY2400  PID         -  DY2400
 DY2400  STATE/COUNTY-  CA/ORANGE
 DY2400  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2400
 DY2400                         *CURRENT SURVEY CONTROL
 DY2400  ___________________________________________________________________
 DY2400* NAD 83(1992)-  33 49 41.12540(N)    118 01 30.23230(W)     ADJUSTED  
 DY2400* NAVD 88     -        35.11   (+/-2cm)     115.2    (feet)  VERTCON   
 DY2400  ___________________________________________________________________
 DY2400  EPOCH DATE  -        1991.35
 DY2400  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 DY2400  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 DY2400  HORZ ORDER  -  SECOND
 DY2400  VERT ORDER  -  THIRD ? (See Below)
 DY2400
 DY2400.The horizontal coordinates were established by classical geodetic methods
 DY2400.and adjusted by the National Geodetic Survey in June 1996.
 DY2400.The horizontal coordinates are valid at the epoch date displayed above.
 DY2400.The epoch date for horizontal control is a decimal equivalence
 DY2400.of Year/Month/Day.
 DY2400
 DY2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2400.The vertical order pertains to the NGVD 29 superseded value.
 DY2400
 DY2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2400
 DY2400.The geoid height was determined by GEOID03.
 DY2400
 DY2400;                    North         East     Units Scale Factor Converg.
 DY2400;SPC CA 6     -   685,659.053 1,835,690.812   MT  0.99999123   -0 58 31.5
 DY2400;SPC CA 6     - 2,249,533.08  6,022,595.61   sFT  0.99999123   -0 58 31.5
 DY2400;UTM  11      - 3,743,567.646   405,145.307   MT  0.99971092   -0 34 14.5
 DY2400
 DY2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2400!SPC CA 6     -   1.00000007  x   0.99999123  =   0.99999130
 DY2400!UTM  11      -   1.00000007  x   0.99971092  =   0.99971099
 DY2400
 DY2400:                Primary Azimuth Mark                     Grid Az
 DY2400:SPC CA 6     -  BUENA PARK KNOTTS BERRY SPIRE            061 07 52.5
 DY2400:UTM  11      -  BUENA PARK KNOTTS BERRY SPIRE            060 43 35.5
 DY2400
 DY2400|---------------------------------------------------------------------|
 DY2400| PID    Reference Object                     Distance      Geod. Az  |
 DY2400|                                                           dddmmss.s |
 DY2400| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 3.1 KM 0600921.0 |
 DY2400| CA9059 4 11 15 RM 2                         23.406 METERS 25649     |
 DY2400| DY2406 CYPRESS CH OF OUR FATHER SPIRE      APPROX. 3.2 KM 2801308.9 |
 DY2400| CA9058 4 11 15 RM 1                          9.781 METERS 33314     |
 DY2400|---------------------------------------------------------------------|
 DY2400
 DY2400                          SUPERSEDED SURVEY CONTROL
 DY2400
 DY2400  NAD 83(1986)-  33 49 41.12598(N)    118 01 30.23065(W) AD(1984.00) 2
 DY2400  NAD 27      -  33 49 41.07560(N)    118 01 27.01000(W) AD(       ) 2
 DY2400  NGVD 29 (07/19/86)   34.41   (m)          112.9    (f) LEVELING    3  
 DY2400
 DY2400.Superseded values are not recommended for survey control.
 DY2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2400.See file dsdata.txt to determine how the superseded data were derived.
 DY2400
 DY2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0514543568(NAD 83)
 DY2400_MARKER: Z = SEE DESCRIPTION
 DY2400_SETTING: 0 = UNSPECIFIED SETTING
 DY2400
 DY2400  HISTORY     - Date     Condition        Report By
 DY2400  HISTORY     - 1974     MONUMENTED       CA-059
 DY2400
 DY2400                          STATION DESCRIPTION
 DY2400
 DY2400'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2400'THE STATION IS LOCATED ON THE ROOF OF THE 4-STORY LIBRARY ON
 DY2400'CYPRESS JUNIOR COLLEGE CAMPUS IN CYPRESS.
 DY2400'
 DY2400'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN AVENUE AND
 DY2400'VALLEY VIEW STREET, PROCEED SOUTH 0.2 MILE ON VALLEY VIEW STREET
 DY2400'TO LAKESHORE DRIVE, THEN EAST 0.25 MILE TO THE CONCRETE
 DY2400'OVERSTRUCTURE AND LIBRARY ON THE LEFT.  CONTACT AN ESCORT AT THE
 DY2400'ADMINISTRATION BUILDING, THEN WALK SOUTHEASTERLY FROM THE LIBRARY
 DY2400'PASSING BY THE SWIMMING POOL TO ARRIVE AT THE SOUTHWEST CORNER
 DY2400'OF THE LIBRARY.  THE ESCORT WILL UNLOCK THE STAIRWAY AND ROOF
 DY2400'DOORS.  ELEVATOR MAY BE USED BY SHUTTING OFF THE ALARMS.
 DY2400'
 DY2400'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-11-15
 DY2400'FEB 1974, EPOXIED TO THE MAIN ROOF OF THE 4-STORY LIBRARY 40.0
 DY2400'FEET WEST AND 25.0 FEET NORTH OF THE SOUTHEAST CORNER.  THE MARK
 DY2400'IS 10 FEET EAST AND 3 FEET NORTH OF THE THIRD VENT EAST OF THE
 DY2400'STAIRWAY.
 DY2400'
 DY2400'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2400'4-11-15 1974, IS EPOXIED VERTICALLY 1 FOOT ABOVE THE BOTTOM OF
 DY2400'THE SOUTHEAST CORNER OF A CONCRETE BASE OF A SKYLITE.
 DY2400'
 DY2400'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2400'4-11-15 FEB 1974, IS EPOXIED TO THE SOUTHEAST CORNER OF THE FRAME
 DY2400'FOR CONCRETE STAIRWAY TO THE ROOF.
 DY2400'
 DY2400'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2407 ***********************************************************************
 DY2407  DESIGNATION -  4 11 19
 DY2407  PID         -  DY2407
 DY2407  STATE/COUNTY-  CA/ORANGE
 DY2407  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2407
 DY2407                         *CURRENT SURVEY CONTROL
 DY2407  ___________________________________________________________________
 DY2407* NAD 83(1992)-  33 48 12.31314(N)    118 03 56.79467(W)     ADJUSTED  
 DY2407* NAVD 88     -        29.09   (+/-2cm)      95.4    (feet)  VERTCON   
 DY2407  ___________________________________________________________________
 DY2407  EPOCH DATE  -        1991.35
 DY2407  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 DY2407  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY2407  HORZ ORDER  -  SECOND
 DY2407  VERT ORDER  -  THIRD ? (See Below)
 DY2407
 DY2407.The horizontal coordinates were established by classical geodetic methods
 DY2407.and adjusted by the National Geodetic Survey in June 1996.
 DY2407.The horizontal coordinates are valid at the epoch date displayed above.
 DY2407.The epoch date for horizontal control is a decimal equivalence
 DY2407.of Year/Month/Day.
 DY2407
 DY2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2407.The vertical order pertains to the NGVD 29 superseded value.
 DY2407
 DY2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2407
 DY2407.The geoid height was determined by GEOID03.
 DY2407
 DY2407;                    North         East     Units Scale Factor Converg.
 DY2407;SPC CA 6     -   682,988.008 1,831,875.045   MT  0.99998762   -0 59 52.1
 DY2407;SPC CA 6     - 2,240,769.82  6,010,076.71   sFT  0.99998762   -0 59 52.1
 DY2407;UTM  11      - 3,740,870.450   401,349.545   MT  0.99971997   -0 35 34.8
 DY2407
 DY2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2407!SPC CA 6     -   1.00000103  x   0.99998762  =   0.99998865
 DY2407!UTM  11      -   1.00000103  x   0.99971997  =   0.99972100
 DY2407
 DY2407:                Primary Azimuth Mark                     Grid Az
 DY2407:SPC CA 6     -  CYPRESS CH OF OUR FATHER SPIRE           011 00 33.7
 DY2407:UTM  11      -  CYPRESS CH OF OUR FATHER SPIRE           010 36 16.4
 DY2407
 DY2407|---------------------------------------------------------------------|
 DY2407| PID    Reference Object                     Distance      Geod. Az  |
 DY2407|                                                           dddmmss.s |
 DY2407| DY2406 CYPRESS CH OF OUR FATHER SPIRE      APPROX. 3.4 KM 0100041.6 |
 DY2407| CA9060 4 11 19 RM 1                          8.295 METERS 09102     |
 DY2407| CA9061 4 11 19 RM 2                          6.425 METERS 13230     |
 DY2407| DY2413 LONG BEACH MUN GAS HOLDER           APPROX. 3.5 KM 3215731.3 |
 DY2407|---------------------------------------------------------------------|
 DY2407
 DY2407                          SUPERSEDED SURVEY CONTROL
 DY2407
 DY2407  NAD 83(1986)-  33 48 12.31350(N)    118 03 56.79258(W) AD(1984.00) 2
 DY2407  NAD 27      -  33 48 12.26250(N)    118 03 53.56920(W) AD(       ) 2
 DY2407  NGVD 29 (07/19/86)   28.37   (m)           93.1    (f) LEVELING    3  
 DY2407
 DY2407.Superseded values are not recommended for survey control.
 DY2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2407.See file dsdata.txt to determine how the superseded data were derived.
 DY2407
 DY2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0135040870(NAD 83)
 DY2407_MARKER: Z = SEE DESCRIPTION
 DY2407_SETTING: 0 = UNSPECIFIED SETTING
 DY2407
 DY2407  HISTORY     - Date     Condition        Report By
 DY2407  HISTORY     - 1974     MONUMENTED       CA-059
 DY2407
 DY2407                          STATION DESCRIPTION
 DY2407
 DY2407'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2407'THE STATION IS LOCATED ON THE ROOF OF THE LOS ALAMITOS MEDICAL
 DY2407'CENTER AT 3791 KATELLA AVENUE IN LOS ALAMITOS.
 DY2407'
 DY2407'TO REACH THE STATION FROM THE INTERSECTION OF LOS ALAMITOS
 DY2407'BOULEVARD AND KATELLA AVENUE, PROCEED EAST ON KATELLA 0.3 MILE
 DY2407'TO THE LOS ALAMITOS MEDICAL BUILDING EAST.  CONTACT ROOM 310 FOR
 DY2407'ESCORT OR KEY TO A LOCKED ROOF DOOR AND GATE.  TAKE ELEVATOR TO
 DY2407'4TH FLOOR, WALK ACROSS HALLWAY AND TO THE RIGHT TO A STAIRWAY TO
 DY2407'ROOF EXIT.  USE ATTACHED LADDER TO CLIMB TO RAISED ROOF THROUGH
 DY2407'AN ENCLOSED AREA WITH A LOCKED GATE.  PHONE RON M. SHEFI (213)
 DY2407'598-1311 PRIOR TO OCCUPATION OF THIS STATION.
 DY2407'
 DY2407'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DY2407'4-11-19 FEB 1974, EPOXIED TO THE RAISED ROOF SECTION, 5 FEET
 DY2407'SOUTH OF THE NORTH EDGE AND 5 FEET EAST OF THE WEST EDGE OF THE
 DY2407'ROOF LINE.
 DY2407'
 DY2407'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM
 DY2407'1 4-11-19 MAR 1974, IS EPOXIED TO THE ROOF 2.2 FEET SOUTH OF THE
 DY2407'NORTH PARAPET WALL AND 2.2 FEET SOUTHEAST OF THE NORTH ROOF DOWN
 DY2407'DRAIN.
 DY2407'
 DY2407'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2407'4-11-19 MAR 1974, IS EPOXIED TO THE ROOF 4.4 FEET NORTHWEST OF
 DY2407'THE WEST EDGE OF METAL FENCE AND 3.9 FEET NORTHEAST OF ANGLE
 DY2407'POINT IN SOUTH PARAPET WALL.
 DY2407'
 DY2407'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DY2407'4-11-19 MAR 1974, IS EPOXIED TO THE ROOF 2.6 FEET NORTHEAST OF
 DY2407'THE SOUTHWEST CORNER OF PARAPET WALL.
 DY2407'
 DY2407'HEIGHT OF LIGHT ABOVE STATION MARK 1.66 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2149 ***********************************************************************
 DY2149  DESIGNATION -  4 11 22
 DY2149  PID         -  DY2149
 DY2149  STATE/COUNTY-  CA/ORANGE
 DY2149  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2149
 DY2149                         *CURRENT SURVEY CONTROL
 DY2149  ___________________________________________________________________
 DY2149* NAD 83(1992)-  33 48 52.54636(N)    118 00 41.09678(W)     ADJUSTED  
 DY2149* NAVD 88     -        28.11   (+/-2cm)      92.2    (feet)  VERTCON   
 DY2149  ___________________________________________________________________
 DY2149  EPOCH DATE  -        1991.35
 DY2149  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 DY2149  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY2149  HORZ ORDER  -  SECOND
 DY2149  VERT ORDER  -  THIRD ? (See Below)
 DY2149
 DY2149.The horizontal coordinates were established by classical geodetic methods
 DY2149.and adjusted by the National Geodetic Survey in June 1996.
 DY2149.The horizontal coordinates are valid at the epoch date displayed above.
 DY2149.The epoch date for horizontal control is a decimal equivalence
 DY2149.of Year/Month/Day.
 DY2149
 DY2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2149.The vertical order pertains to the NGVD 29 superseded value.
 DY2149
 DY2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2149
 DY2149.The geoid height was determined by GEOID03.
 DY2149
 DY2149;                    North         East     Units Scale Factor Converg.
 DY2149;SPC CA 6     -   684,141.092 1,836,928.807   MT  0.99998923   -0 58 04.5
 DY2149;SPC CA 6     - 2,244,552.90  6,026,657.26   sFT  0.99998923   -0 58 04.5
 DY2149;UTM  11      - 3,742,058.895   406,393.647   MT  0.99970802   -0 33 46.4
 DY2149
 DY2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2149!SPC CA 6     -   1.00000116  x   0.99998923  =   0.99999039
 DY2149!UTM  11      -   1.00000116  x   0.99970802  =   0.99970918
 DY2149
 DY2149:                Primary Azimuth Mark                     Grid Az
 DY2149:SPC CA 6     -  BUENA PARK KNOTTS BERRY SPIRE            026 19 52.5
 DY2149:UTM  11      -  BUENA PARK KNOTTS BERRY SPIRE            025 55 34.4
 DY2149
 DY2149|---------------------------------------------------------------------|
 DY2149| PID    Reference Object                     Distance      Geod. Az  |
 DY2149|                                                           dddmmss.s |
 DY2149| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 3.4 KM 0252148.0 |
 DY2149| CA9064 4 11 22 RM 2                         20.930 METERS 17917     |
 DY2149| CA9065 4 11 22 RM 3                          9.489 METERS 21628     |
 DY2149|---------------------------------------------------------------------|
 DY2149
 DY2149                          SUPERSEDED SURVEY CONTROL
 DY2149
 DY2149  NAD 83(1986)-  33 48 52.54703(N)    118 00 41.09516(W) AD(1984.00) 2
 DY2149  NAD 27      -  33 48 52.49530(N)    118 00 37.87670(W) AD(       ) 2
 DY2149  NGVD 29 (07/19/86)   27.43   (m)           90.0    (f) LEVELING    3  
 DY2149
 DY2149.Superseded values are not recommended for survey control.
 DY2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2149.See file dsdata.txt to determine how the superseded data were derived.
 DY2149
 DY2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0639442059(NAD 83)
 DY2149_MARKER: Z = SEE DESCRIPTION
 DY2149_SETTING: 0 = UNSPECIFIED SETTING
 DY2149
 DY2149  HISTORY     - Date     Condition        Report By
 DY2149  HISTORY     - 1974     MONUMENTED       CA-059
 DY2149
 DY2149                          STATION DESCRIPTION
 DY2149
 DY2149'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2149'THE STATION IS LOCATED ON THE ROOF OF APOLLO JUNIOR HIGH SCHOOL
 DY2149'IN WEST ANAHEIM.
 DY2149'
 DY2149'TO REACH THE STATION, PROCEED SOUTH ON KNOTT AVENUE 0.1 MILE
 DY2149'FROM THE INTERSECTION OF BALL ROAD TO THE APOLLO JUNIOR HIGH
 DY2149'SCHOOL ON THE RIGHT.  GO TO THE PRINCIPALS OFFICE TO OBTAIN KEY
 DY2149'FOR THE UTILITY ROOM WHICH IS MID-BUILDING ON THE EAST SIDE OF
 DY2149'HALLWAY ON SECOND STORY.  ENTER UTILITY ROOM AND EXIT THROUGH A
 DY2149'CRAWL-HOLE ON SOUTH WALL TO A CATWALK WHICH WILL LEAD YOU TO A
 DY2149'WOODEN LADDER AND EXIT HATCH.
 DY2149'
 DY2149'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-11-22
 DY2149'FEB 1974, EPOXIED TO ROOF 4.0 FEET SOUTH AND 4.0 FEET WEST OF
 DY2149'NORTHEAST CORNER OF ROOF PARAPET WALL OF THE SECOND STORY.
 DY2149'
 DY2149'REFERENCE MARK 1, A CHISELED CROSS ON TOP OF SOUTH PORTION OF A
 DY2149'6 INCH DIAMETER BY 8 INCH HIGH MUSHROOM SHAPED VENT, 3.0 FEET
 DY2149'WEST AND 1.2 FEET SOUTH OF NORTHEAST CORNER OF ROOF.
 DY2149'
 DY2149'REFERENCE MARK 2, A CHISELED CROSS ON TOP OF THE NORTH PORTION
 DY2149'OF A 6 INCH DIAMETER BY 8 INCH HIGH MUSHROOM SHAPED VENT, 3.8
 DY2149'FEET WEST OF EAST WALL AND 33.3 FEET NORTHEAST OF NORTHEAST CORNER
 DY2149'OF ROOF EXIT DOOR.
 DY2149'
 DY2149'REFERENCE MARK 3, A CHISELED CROSS ON TOP OF THE NORTHEAST
 DY2149'PORTION OF A 6 INCH DIAMETER BY 8 INCH HIGH MUSHROOM SHAPED VENT,
 DY2149'10.0 FEET EAST OF WEST WALL, 29.2 FEET SOUTH OF NORTH WALL, AND
 DY2149'8.0 FEET WEST OF ROOF DRAIN.
 DY2149'
 DY2149'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4785 ***********************************************************************
 DX4785  DESIGNATION -  4 11 25
 DX4785  PID         -  DX4785
 DX4785  STATE/COUNTY-  CA/ORANGE
 DX4785  USGS QUAD   -  ANAHEIM (1981)
 DX4785
 DX4785                         *CURRENT SURVEY CONTROL
 DX4785  ___________________________________________________________________
 DX4785* NAD 83(1992)-  33 47 55.46856(N)    117 59 10.67416(W)     ADJUSTED  
 DX4785* NAVD 88     -        31.96   (+/-2cm)     104.9    (feet)  VERTCON   
 DX4785  ___________________________________________________________________
 DX4785  EPOCH DATE  -        1991.35
 DX4785  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 DX4785  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DX4785  HORZ ORDER  -  SECOND
 DX4785  VERT ORDER  -  THIRD ? (See Below)
 DX4785
 DX4785.The horizontal coordinates were established by classical geodetic methods
 DX4785.and adjusted by the National Geodetic Survey in June 1996.
 DX4785.The horizontal coordinates are valid at the epoch date displayed above.
 DX4785.The epoch date for horizontal control is a decimal equivalence
 DX4785.of Year/Month/Day.
 DX4785
 DX4785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4785.The vertical order pertains to the NGVD 29 superseded value.
 DX4785
 DX4785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4785
 DX4785.The geoid height was determined by GEOID03.
 DX4785
 DX4785;                    North         East     Units Scale Factor Converg.
 DX4785;SPC CA 6     -   682,343.740 1,839,224.665   MT  0.99998695   -0 57 14.9
 DX4785;SPC CA 6     - 2,238,656.09  6,034,189.59   sFT  0.99998695   -0 57 14.9
 DX4785;UTM  11      - 3,740,278.330   408,701.507   MT  0.99970276   -0 32 55.3
 DX4785
 DX4785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4785!SPC CA 6     -   1.00000054  x   0.99998695  =   0.99998749
 DX4785!UTM  11      -   1.00000054  x   0.99970276  =   0.99970330
 DX4785
 DX4785:                Primary Azimuth Mark                     Grid Az
 DX4785:SPC CA 6     -  STANTON SOU CAL ED BARRE TK              017 55 17.5
 DX4785:UTM  11      -  STANTON SOU CAL ED BARRE TK              017 30 57.9
 DX4785
 DX4785|---------------------------------------------------------------------|
 DX4785| PID    Reference Object                     Distance      Geod. Az  |
 DX4785|                                                           dddmmss.s |
 DX4785| DX4784 STANTON SOU CAL ED BARRE TK         APPROX. 1.3 KM 0165802.6 |
 DX4785| CC3088 4 11 25 RM 1                          7.956 METERS 03543     |
 DX4785| CC3089 4 11 25 RM 2                         18.212 METERS 07040     |
 DX4785| CC3090 4 11 25 RM 3                         18.465 METERS 15221     |
 DX4785| DX4787 BUENA PARK KNOTTS BERRY SPIRE       APPROX. 4.9 KM 3493900.6 |
 DX4785|---------------------------------------------------------------------|
 DX4785
 DX4785                          SUPERSEDED SURVEY CONTROL
 DX4785
 DX4785  NAD 83(1986)-  33 47 55.46925(N)    117 59 10.67267(W) AD(1984.00) 2
 DX4785  NAD 27      -  33 47 55.41490(N)    117 59 07.45710(W) AD(       ) 2
 DX4785  NGVD 29 (07/19/86)   31.29   (m)          102.7    (f) LEVELING    3  
 DX4785
 DX4785.Superseded values are not recommended for survey control.
 DX4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4785.See file dsdata.txt to determine how the superseded data were derived.
 DX4785
 DX4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0870240278(NAD 83)
 DX4785_MARKER: Z = SEE DESCRIPTION
 DX4785_SETTING: 0 = UNSPECIFIED SETTING
 DX4785
 DX4785  HISTORY     - Date     Condition        Report By
 DX4785  HISTORY     - 1974     MONUMENTED       CA-059
 DX4785
 DX4785                          STATION DESCRIPTION
 DX4785
 DX4785'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4785'THE STATION IS LOCATED ATOP THE GYMNASIUM ROOF AT RANCHO ALAMITOS
 DX4785'HIGH SCHOOL IN NORTHWEST GARDEN GROVE.
 DX4785'
 DX4785'TO REACH THE STATION FROM THE INTERSECTION OF KATELLA AVENUE AND
 DX4785'DALE STREET, PROCEED SOUTH ON DALE STREET 0.25 MILE TO THE DRIVE
 DX4785'ON RIGHT (WEST), RUNNING ALONG SOUTH SIDE OF QUONSET BUILDING
 DX4785'WHERE YOU STOP TO OBTAIN A 8 FOOT TELESCOPING ALUMINUM
 DX4785'LADDER.  PROCEED TO WEST SIDE OF GYM, THEN SOUTH TO THE SOUTH
 DX4785'EDGE OF SWIMMING POOL ENCLOSURE.  THE LADDER MAY BE USED TO
 DX4785'ASCEND TO BOTH LEVELS OF THE ROOF BY PULLING LADDER UP BEHIND
 DX4785'YOU.  DUCK BOARDS ARE NECESSARY.  PHONE MR. JAMES VAN HORNE
 DX4785'(714) 638-6359, THE PLANT MANAGER, FOR CLEARANCE TO OCCUPY
 DX4785'STATION.
 DX4785'
 DX4785'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4785'4-11-25 FEB 1974, EPOXIED TO THE ROOF 22.0 FEET EAST OF WEST EDGE
 DX4785'OF ROOF AND 69.0 FEET NORTH OF THE SOUTH EDGE OF ROOF AND IN LINE
 DX4785'WITH EAST EDGE OF THE WESTERLY ROW OF VENTS.
 DX4785'
 DX4785'REFERENCE MARK 1, A CHISELED CROSS IN THE CENTER OF THE TOP OF A
 DX4785'6 INCH DIAMETER BY 8 INCH HIGH MUSHROOM SHAPED VENT PIPE, 1.0 FEET
 DX4785'NORTH OF THE CENTER RIDGE OF THE ROOF AND 13.5 FEET WEST OF AN
 DX4785'ELECTRICAL CONDUIT RISER.
 DX4785'
 DX4785'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4785'4-11-25 1974, IS EPOXIED TO THE ROOF, 1.0 FEET SOUTH OF THE CENTER
 DX4785'RIDGE OF ROOF AND 21.8 FEET WEST OF EAST EDGE OF ROOF.
 DX4785'
 DX4785'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4785'4-11-25 1974, IS EPOXIED TO THE ROOF 8.5 FEET NORTH OF THE SOUTH
 DX4785'EDGE OF ROOF AND 5.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 DX4785'VENT LOCATED ALONG SOUTH EDGE AND ON THE APPROXIMATE CENTERLINE OF
 DX4785'THE BUILDING.
 DX4785'
 DX4785'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2410 ***********************************************************************
 DY2410  DESIGNATION -  4 11 31 O CO 1974
 DY2410  PID         -  DY2410
 DY2410  STATE/COUNTY-  CA/ORANGE
 DY2410  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2410
 DY2410                         *CURRENT SURVEY CONTROL
 DY2410  ___________________________________________________________________
 DY2410* NAD 83(1992)-  33 47 03.31378(N)    118 04 32.60870(W)     ADJUSTED  
 DY2410* NAVD 88     -        19.23   (+/-2cm)      63.1    (feet)  VERTCON   
 DY2410  ___________________________________________________________________
 DY2410  EPOCH DATE  -        1991.35
 DY2410  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DY2410  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY2410  HORZ ORDER  -  SECOND
 DY2410  VERT ORDER  -  THIRD ? (See Below)
 DY2410
 DY2410.The horizontal coordinates were established by classical geodetic methods
 DY2410.and adjusted by the National Geodetic Survey in June 1996.
 DY2410.The horizontal coordinates are valid at the epoch date displayed above.
 DY2410.The epoch date for horizontal control is a decimal equivalence
 DY2410.of Year/Month/Day.
 DY2410
 DY2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2410.The vertical order pertains to the NGVD 29 superseded value.
 DY2410
 DY2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2410
 DY2410.The geoid height was determined by GEOID03.
 DY2410
 DY2410;                    North         East     Units Scale Factor Converg.
 DY2410;SPC CA 6     -   680,878.527 1,830,916.787   MT  0.99998494   -1 00 11.8
 DY2410;SPC CA 6     - 2,233,848.97  6,006,932.83   sFT  0.99998494   -1 00 11.8
 DY2410;UTM  11      - 3,738,754.811   400,406.469   MT  0.99972228   -0 35 53.6
 DY2410
 DY2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2410!SPC CA 6     -   1.00000258  x   0.99998494  =   0.99998752
 DY2410!UTM  11      -   1.00000258  x   0.99972228  =   0.99972486
 DY2410
 DY2410:                Primary Azimuth Mark                     Grid Az
 DY2410:SPC CA 6     -  SEAL BEACH NAVY DEPOT S TANK             196 09 51.9
 DY2410:UTM  11      -  SEAL BEACH NAVY DEPOT S TANK             195 45 33.7
 DY2410
 DY2410|---------------------------------------------------------------------|
 DY2410| PID    Reference Object                     Distance      Geod. Az  |
 DY2410|                                                           dddmmss.s |
 DY2410| DY2612 SEAL BEACH NAVY DEPOT S TANK        APPROX. 4.4 KM 1950940.1 |
 DY2410| DY2607 SEAL BEACH NAVY DEPOT N TANK        APPROX. 4.2 KM 1975121.5 |
 DY2410| DY2413 LONG BEACH MUN GAS HOLDER           APPROX. 5.0 KM 3455459.8 |
 DY2410|---------------------------------------------------------------------|
 DY2410
 DY2410                          SUPERSEDED SURVEY CONTROL
 DY2410
 DY2410  NAD 83(1986)-  33 47 03.31409(N)    118 04 32.60633(W) AD(1984.00) 2
 DY2410  NAD 27      -  33 47 03.26120(N)    118 04 29.38290(W) AD(       ) 2
 DY2410  NGVD 29 (07/19/86)   18.50   (m)           60.7    (f) LEVELING    3  
 DY2410
 DY2410.Superseded values are not recommended for survey control.
 DY2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2410.See file dsdata.txt to determine how the superseded data were derived.
 DY2410
 DY2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0040638755(NAD 83)
 DY2410_MARKER: Z = SEE DESCRIPTION
 DY2410_SETTING: 0 = UNSPECIFIED SETTING
 DY2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2410
 DY2410  HISTORY     - Date     Condition        Report By
 DY2410  HISTORY     - 1974     MONUMENTED       CA-059
 DY2410
 DY2410                          STATION DESCRIPTION
 DY2410
 DY2410'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2410'NO RMS SET
 DY2410'
 DY2410'THE STATION IS LOCATED ON THE ROOF OF THE ROSSMOOR REGENCY
 DY2410'BUILDING IN SEAL BEACH.
 DY2410'
 DY2410'TO REACH THE STATION FROM THE INTERSECTION OF THE SAN DIEGO
 DY2410'FREEWAY (RT. 405) AND SEAL BEACH BOULEVARD, PROCEED 0.8 MILE
 DY2410'NORTH ON SEAL BEACH BOULEVARD TO MAIN WAY DRIVE ON LEFT WHICH
 DY2410'RUNS THROUGH THE ROSSMOOR SHOPPING CENTER TO ITS INTERSECTION
 DY2410'WITH MONTECITO ROAD AND THE STATION LOCATION IN SOUTHWEST
 DY2410'QUADRANT OF THE INTERSECTION.  PRIOR TO OCCUPATION NOTIFY JAMES
 DY2410'QUILAN (213) 598-6867 AND OBTAIN LADDER IN EQUIPMENT ROOM.
 DY2410'
 DY2410'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DY2410'4-11-31 FEB 1974 EPOXIED TO THE ROOF OF THE HEATING AND AIR
 DY2410'CONDITIONING EQUIPMENT ROOM, 4 FEET SOUTH OF THE NORTH EDGE AND
 DY2410'4.0 FEET WEST OF THE EAST EDGE OF ROOF.
 DY2410'
 DY2410'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4781 ***********************************************************************
 DX4781  DESIGNATION -  4 11 36
 DX4781  PID         -  DX4781
 DX4781  STATE/COUNTY-  CA/ORANGE
 DX4781  USGS QUAD   -  ANAHEIM (1981)
 DX4781
 DX4781                         *CURRENT SURVEY CONTROL
 DX4781  ___________________________________________________________________
 DX4781* NAD 83(1992)-  33 47 00.04512(N)    117 58 33.33773(W)     ADJUSTED  
 DX4781* NAVD 88     -        35.38   (+/-2cm)     116.1    (feet)  VERTCON   
 DX4781  ___________________________________________________________________
 DX4781  EPOCH DATE  -        1991.35
 DX4781  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DX4781  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 DX4781  HORZ ORDER  -  SECOND
 DX4781  VERT ORDER  -  THIRD ? (See Below)
 DX4781
 DX4781.The horizontal coordinates were established by classical geodetic methods
 DX4781.and adjusted by the National Geodetic Survey in June 1996.
 DX4781.The horizontal coordinates are valid at the epoch date displayed above.
 DX4781.The epoch date for horizontal control is a decimal equivalence
 DX4781.of Year/Month/Day.
 DX4781
 DX4781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4781.The vertical order pertains to the NGVD 29 superseded value.
 DX4781
 DX4781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4781
 DX4781.The geoid height was determined by GEOID03.
 DX4781
 DX4781;                    North         East     Units Scale Factor Converg.
 DX4781;SPC CA 6     -   680,620.417 1,840,156.653   MT  0.99998482   -0 56 54.3
 DX4781;SPC CA 6     - 2,233,002.15  6,037,247.29   sFT  0.99998482   -0 56 54.3
 DX4781;UTM  11      - 3,738,562.135   409,645.402   MT  0.99970064   -0 32 33.7
 DX4781
 DX4781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4781!SPC CA 6     -   1.00000000  x   0.99998482  =   0.99998482
 DX4781!UTM  11      -   1.00000000  x   0.99970064  =   0.99970064
 DX4781
 DX4781:                Primary Azimuth Mark                     Grid Az
 DX4781:SPC CA 6     -  STANTON SOU CAL ED BARRE TK              350 10 11.8
 DX4781:UTM  11      -  STANTON SOU CAL ED BARRE TK              349 45 51.2
 DX4781
 DX4781|---------------------------------------------------------------------|
 DX4781| PID    Reference Object                     Distance      Geod. Az  |
 DX4781|                                                           dddmmss.s |
 DX4781| DX4784 STANTON SOU CAL ED BARRE TK         APPROX. 3.0 KM 3491317.5 |
 DX4781|---------------------------------------------------------------------|
 DX4781
 DX4781                          SUPERSEDED SURVEY CONTROL
 DX4781
 DX4781  NAD 83(1986)-  33 47 00.04584(N)    117 58 33.33611(W) AD(1984.00) 2
 DX4781  NAD 27      -  33 46 59.98980(N)    117 58 30.12230(W) AD(       ) 2
 DX4781  NGVD 29 (07/19/86)   34.71   (m)          113.9    (f) LEVELING    3  
 DX4781
 DX4781.Superseded values are not recommended for survey control.
 DX4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4781.See file dsdata.txt to determine how the superseded data were derived.
 DX4781
 DX4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0964538562(NAD 83)
 DX4781_MARKER: Z = SEE DESCRIPTION
 DX4781_SETTING: 0 = UNSPECIFIED SETTING
 DX4781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4781
 DX4781  HISTORY     - Date     Condition        Report By
 DX4781  HISTORY     - 1974     MONUMENTED       CA-059
 DX4781
 DX4781                          STATION DESCRIPTION
 DX4781
 DX4781'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4781'NO RMS SET.
 DX4781'
 DX4781'THE STATION IS LOCATED ON THE ROOF OF OUR REDEEMER LUTHERAN
 DX4781'CHURCH IN GARDEN GROVE.
 DX4781'
 DX4781'TO REACH THE STATION, PROCEED TO 12301 MAGNOLIA STREET JUST NORTH
 DX4781'OF LAMPSON AVENUE AND THE CHURCH PARKING LOT ON THE LEFT.  CONTACT
 DX4781'THE OFFICE SITUATED AT THE NORTHWEST CORNER OF THE MAIN
 DX4781'BUILDING.  ENTRANCE IS USUALLY MADE THROUGH THE SACRISTY DOOR AT
 DX4781'THE SOUTHWEST CORNER OF THE BUILDING, THEN TURN TO YOUR RIGHT
 DX4781'TO TRAPDOOR IN CEILING (SCREWDRIVER NEEDED) AND USE THE LADDER
 DX4781'STORED IN ADJACENT ROOM TO CRAWL INTO ATTIC AND UP AN ATTACHED
 DX4781'LADDER ON SOUTH WALL TO ROOF HATCH.  A SIX FOOT DUCK BOARD IS
 DX4781'NEEDED.
 DX4781'
 DX4781'THE STATION MARK IS 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-11-36
 DX4781'FEB 1974, EPOXIED TO THE ROOF AT THE SOUTHERLY BASE OF THE 30.0
 DX4781'FEET HIGH STRUCTURE THAT SUPPORTS THE CROSS BETWEEN 2 STEEL I
 DX4781'BEAMS.
 DX4781'
 DX4781'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0592 ***********************************************************************
 DY0592  DESIGNATION -  4 19 A LA CO
 DY0592  PID         -  DY0592
 DY0592  STATE/COUNTY-  CA/LOS ANGELES
 DY0592  USGS QUAD   -  SOUTH GATE (1981)
 DY0592
 DY0592                         *CURRENT SURVEY CONTROL
 DY0592  ___________________________________________________________________
 DY0592* NAD 83(1986)-  33 59 01.     (N)    118 08 45.     (W)     SCALED    
 DY0592* NAVD 88     -        44.80   (+/-2cm)     147.0    (feet)  VERTCON   
 DY0592  ___________________________________________________________________
 DY0592  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 DY0592  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0592
 DY0592.The horizontal coordinates were scaled from a topographic map and have
 DY0592.an estimated accuracy of +/- 6 seconds.
 DY0592
 DY0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0592.The vertical order pertains to the NGVD 29 superseded value.
 DY0592
 DY0592.The geoid height was determined by GEOID03.
 DY0592
 DY0592;                    North         East    Units  Estimated Accuracy
 DY0592;SPC CA 5     -   553,660.    1,986,520.      MT  (+/- 180 meters Scaled)
 DY0592
 DY0592                          SUPERSEDED SURVEY CONTROL
 DY0592
 DY0592  NGVD 29 (??/??/92)   44.072  (m)          144.59   (f) ADJ UNCH    1 1
 DY0592
 DY0592.Superseded values are not recommended for survey control.
 DY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0592.See file dsdata.txt to determine how the superseded data were derived.
 DY0592
 DY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT941609(NAD 83)
 DY0592_MARKER: DD = SURVEY DISK
 DY0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0592_SP_SET: CURB
 DY0592_STAMPING: BM 4-19 A 1968 5869
 DY0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0592
 DY0592  HISTORY     - Date     Condition        Report By
 DY0592  HISTORY     - 1968     MONUMENTED       CA1980
 DY0592  HISTORY     - 1968     GOOD             CA1980
 DY0592
 DY0592                          STATION DESCRIPTION
 DY0592
 DY0592'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0592'1.2 MI SE FROM COMMERCE.
 DY0592'COMMERCE, 1.2 MI SE OF THE CITY HALL, SLAUSON AVENUE AND MALT
 DY0592'AVENUE, 64.0 FEET N OF THE CENTERLINE OF SLAUSON AVENUE, 25.5
 DY0592'FEET W OF THE CENTERLINE OF MALT AVENUE, 12.6 FEET N OF THE N
 DY0592'END OF THE CURB RETURN, AT THE NE CORNER OF A STORM DRAIN
 DY0592'CATCH BASIN.  SET IN THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9313 ***********************************************************************
 EV9313  DESIGNATION -  4 2
 EV9313  PID         -  EV9313
 EV9313  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9313  USGS QUAD   -  YUCAIPA (1996)
 EV9313
 EV9313                         *CURRENT SURVEY CONTROL
 EV9313  ___________________________________________________________________
 EV9313* NAD 83(1986)-  34 00 57.     (N)    117 03 21.     (W)     SCALED    
 EV9313* NAVD 88     -       744.274  (meters)    2441.84   (feet)  ADJUSTED  
 EV9313  ___________________________________________________________________
 EV9313  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EV9313  DYNAMIC HT  -         743.362 (meters)    2438.85  (feet)  COMP
 EV9313  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 EV9313
 EV9313  VERT ORDER  -  FIRST     CLASS II
 EV9313
 EV9313.The horizontal coordinates were scaled from a topographic map and have
 EV9313.an estimated accuracy of +/- 6 seconds.
 EV9313
 EV9313.The orthometric height was determined by differential leveling
 EV9313.and adjusted in May 1994.
 EV9313
 EV9313.The geoid height was determined by GEOID03.
 EV9313
 EV9313.The dynamic height is computed by dividing the NAVD 88
 EV9313.geopotential number by the normal gravity value computed on the
 EV9313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9313.degrees latitude (g = 980.6199 gals.).
 EV9313
 EV9313.The modeled gravity was interpolated from observed gravity values.
 EV9313
 EV9313;                    North         East    Units  Estimated Accuracy
 EV9313;SPC CA 5     -   557,630.    2,087,210.      MT  (+/- 180 meters Scaled)
 EV9313
 EV9313                          SUPERSEDED SURVEY CONTROL
 EV9313
 EV9313.No superseded survey control is available for this station.
 EV9313
 EV9313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT948639(NAD 83)
 EV9313_MARKER: DD = SURVEY DISK
 EV9313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV9313_SP_SET: CURB
 EV9313_STAMPING: NO.4-2
 EV9313_MARK LOGO: CA-071
 EV9313_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9313+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1992
 EV9313
 EV9313  HISTORY     - Date     Condition        Report By
 EV9313  HISTORY     - UNK      MONUMENTED       CA-071
 EV9313  HISTORY     - 19921214 GOOD             MWDSC
 EV9313
 EV9313                          STATION DESCRIPTION
 EV9313
 EV9313'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9313'YUCAIPA, NEAR THE INTERSECTION OF WEST AVE F AND 5TH ST., 32 FEET
 EV9313'(9.8 M) EAST OF THE CENTERLINE OF OF 5TH ST., 39 FEET (11.9 M) NORTH
 EV9313'OF THE CENTERLINE OF WEST AVE.  F, 5 FEET (1.5 M) NORTH OF THE NORTH
 EV9313'END OF THE NORTHEAST CURB RETURN, IN TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1119 ***********************************************************************
 EW1119  DESIGNATION -  4 287
 EW1119  PID         -  EW1119
 EW1119  STATE/COUNTY-  CA/LOS ANGELES
 EW1119  USGS QUAD   -  LOS ANGELES (1994)
 EW1119
 EW1119                         *CURRENT SURVEY CONTROL
 EW1119  ___________________________________________________________________
 EW1119* NAD 83(1986)-  34 03 13.     (N)    118 14 32.     (W)     SCALED    
 EW1119* NAVD 88     -        88.09   (+/-2cm)     289.0    (feet)  VERTCON   
 EW1119  ___________________________________________________________________
 EW1119  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 EW1119  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1119
 EW1119.The horizontal coordinates were scaled from a topographic map and have
 EW1119.an estimated accuracy of +/- 6 seconds.
 EW1119
 EW1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1119.The vertical order pertains to the NGVD 29 superseded value.
 EW1119
 EW1119.The geoid height was determined by GEOID03.
 EW1119
 EW1119;                    North         East    Units  Estimated Accuracy
 EW1119;SPC CA 5     -   561,440.    1,977,640.      MT  (+/- 180 meters Scaled)
 EW1119
 EW1119                          SUPERSEDED SURVEY CONTROL
 EW1119
 EW1119  NGVD 29 (??/??/92)   87.31   (m)          286.4    (f) COMPUTED    1 1
 EW1119
 EW1119.Superseded values are not recommended for survey control.
 EW1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1119.See file dsdata.txt to determine how the superseded data were derived.
 EW1119
 EW1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT853687(NAD 83)
 EW1119_MARKER: DD = SURVEY DISK
 EW1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1119_SP_SET: STEP
 EW1119_STAMPING: 4 287
 EW1119_MARK LOGO: CA1980
 EW1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1119
 EW1119  HISTORY     - Date     Condition        Report By
 EW1119  HISTORY     - UNK      MONUMENTED       CA1980
 EW1119  HISTORY     - 1955     GOOD             CGS
 EW1119  HISTORY     - 1965     GOOD             CGS
 EW1119  HISTORY     - 1969     GOOD             CA1980
 EW1119  HISTORY     - 1971     GOOD             CA1980
 EW1119  HISTORY     - 1976     GOOD             NGS
 EW1119  HISTORY     - 1978     GOOD             NGS
 EW1119
 EW1119                          STATION DESCRIPTION
 EW1119
 EW1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EW1119'AT LOS ANGELES.
 EW1119'AT LOS ANGELES, AT THE MAIN STREET ENTRANCE TO THE CITY HALL, IN
 EW1119'THE TOP OF THE NORTH END OF THE BOTTOM GRANITE STEP, 13.9 FEET
 EW1119'WEST OF THE WEST CURB OF MAIN STREET, 0.5 FOOT SOUTH OF THE SOUTH
 EW1119'EDGE OF A GRANITE BLOCK, AND ABOUT 1/2 FOOT HIGHER THAN THE
 EW1119'STREET.
 EW1119
 EW1119                          STATION RECOVERY (1965)
 EW1119
 EW1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EW1119'RECOVERED IN GOOD CONDITION.
 EW1119
 EW1119                          STATION RECOVERY (1969)
 EW1119
 EW1119'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1119'AT LOS ANGELES.
 EW1119'STANDARD CITY BENCH MARK DISC, STAMPED 4-287, IN TOP OF THE
 EW1119'FIRST STONE STEP AT NORTH END OF MAIN STREET ENTRANCE TO LOS
 EW1119'ANGELES CITY HALL.
 EW1119
 EW1119                          STATION RECOVERY (1971)
 EW1119
 EW1119'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1119'RECOVERED IN GOOD CONDITION.
 EW1119
 EW1119                          STATION RECOVERY (1976)
 EW1119
 EW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1119'AT LOS ANGELES, AT THE MAIN STREET ENTRANCE TO THE CITY HALL, IN TOP
 EW1119'OF THE NORTH END OF THE BOTTOM GRANITE STEP, 13.9 FT WEST OF THE WEST
 EW1119'CURB OF MAIN STREET, 0.5 FT SOUTH OF THE SOUTH EDGE OF A GRANITE
 EW1119'BLOCK.
 EW1119
 EW1119                          STATION RECOVERY (1978)
 EW1119
 EW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0576 ***********************************************************************
 DY0576  DESIGNATION -  4 6 B LA CO
 DY0576  PID         -  DY0576
 DY0576  STATE/COUNTY-  CA/LOS ANGELES
 DY0576  USGS QUAD   -  WHITTIER (1981)
 DY0576
 DY0576                         *CURRENT SURVEY CONTROL
 DY0576  ___________________________________________________________________
 DY0576* NAD 83(1986)-  33 55 42.     (N)    118 01 43.     (W)     SCALED    
 DY0576* NAVD 88     -        60.17   (+/-2cm)     197.4    (feet)  VERTCON   
 DY0576  ___________________________________________________________________
 DY0576  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DY0576  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0576
 DY0576.The horizontal coordinates were scaled from a topographic map and have
 DY0576.an estimated accuracy of +/- 6 seconds.
 DY0576
 DY0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0576.The vertical order pertains to the NGVD 29 superseded value.
 DY0576
 DY0576.The geoid height was determined by GEOID03.
 DY0576
 DY0576;                    North         East    Units  Estimated Accuracy
 DY0576;SPC CA 5     -   547,510.    1,997,350.      MT  (+/- 180 meters Scaled)
 DY0576
 DY0576                          SUPERSEDED SURVEY CONTROL
 DY0576
 DY0576  NGVD 29 (??/??/92)   59.441  (m)          195.02   (f) ADJ UNCH    1 1
 DY0576
 DY0576.Superseded values are not recommended for survey control.
 DY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0576.See file dsdata.txt to determine how the superseded data were derived.
 DY0576
 DY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT049546(NAD 83)
 DY0576_MARKER: DD = SURVEY DISK
 DY0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0576_STAMPING: BM 4-6 B 1965 5869
 DY0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0576+STABILITY: SURFACE MOTION
 DY0576
 DY0576  HISTORY     - Date     Condition        Report By
 DY0576  HISTORY     - 1965     MONUMENTED       CA1980
 DY0576  HISTORY     - 1968     GOOD             CA1980
 DY0576
 DY0576                          STATION DESCRIPTION
 DY0576
 DY0576'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY0576'2.5 MI NW FROM LA MIRADA.
 DY0576'2.5 MI NW OF THE LA MIRADA CITY HALL, TELEGRAPH ROAD AND VALLEY
 DY0576'VIEW AVENUE, AT THE SW CORNER, 56.8 FEET W OF THE CENTERLINE OF
 DY0576'VALLEY VIEW AVENUE, 44.8 FEET SW OF THE CENTERLINE OF TELEGRAPH
 DY0576'ROAD AND 1.5 FEET SW OF THE SW CURB OF TELEGRAPH ROAD 2.0 FEET
 DY0576'NW OF THE W END OF THE CURB RETURN.  SET IN THE TOP OF A CONCRETE
 DY0576'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4250 ***********************************************************************
 DX4250  DESIGNATION -  4 7 30
 DX4250  PID         -  DX4250
 DX4250  STATE/COUNTY-  CA/ORANGE
 DX4250  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX4250
 DX4250                         *CURRENT SURVEY CONTROL
 DX4250  ___________________________________________________________________
 DX4250* NAD 83(1992)-  33 47 49.64514(N)    117 38 42.38767(W)     ADJUSTED  
 DX4250* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 DX4250  ___________________________________________________________________
 DX4250  EPOCH DATE  -        1991.35
 DX4250  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 DX4250  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DX4250  HORZ ORDER  -  SECOND
 DX4250
 DX4250.The horizontal coordinates were established by classical geodetic methods
 DX4250.and adjusted by the National Geodetic Survey in June 1996.
 DX4250.The horizontal coordinates are valid at the epoch date displayed above.
 DX4250.The epoch date for horizontal control is a decimal equivalence
 DX4250.of Year/Month/Day.
 DX4250
 DX4250.The orthometric height was scaled from a topographic map.
 DX4250
 DX4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4250
 DX4250.The geoid height was determined by GEOID03.
 DX4250
 DX4250;                    North         East     Units Scale Factor Converg.
 DX4250;SPC CA 6     -   681,689.914 1,870,813.248   MT  0.99998673   -0 45 59.9
 DX4250;SPC CA 6     - 2,236,510.99  6,137,826.46   sFT  0.99998673   -0 45 59.9
 DX4250;UTM  11      - 3,739,848.827   440,283.965   MT  0.99964396   -0 21 31.9
 DX4250
 DX4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4250!SPC CA 6     -   0.99989512  x   0.99998673  =   0.99988186
 DX4250!UTM  11      -   0.99989512  x   0.99964396  =   0.99953912
 DX4250
 DX4250:                Primary Azimuth Mark                     Grid Az
 DX4250:SPC CA 6     -  BAKER                                    084 46 03.2
 DX4250:UTM  11      -  BAKER                                    084 21 35.2
 DX4250
 DX4250|---------------------------------------------------------------------|
 DX4250| PID    Reference Object                     Distance      Geod. Az  |
 DX4250|                                                           dddmmss.s |
 DX4250| DX4244 BAKER                               448.871 METERS 0840003.3 |
 DX4250|---------------------------------------------------------------------|
 DX4250
 DX4250                          SUPERSEDED SURVEY CONTROL
 DX4250
 DX4250  NAD 83(1986)-  33 47 49.64465(N)    117 38 42.38797(W) AD(1984.00) 2
 DX4250  NAD 27      -  33 47 49.58360(N)    117 38 39.20820(W) AD(       ) 2
 DX4250
 DX4250.Superseded values are not recommended for survey control.
 DX4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4250.See file dsdata.txt to determine how the superseded data were derived.
 DX4250
 DX4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4028439849(NAD 83)
 DX4250
 DX4250  HISTORY     - Date     Condition        Report By
 DX4250  HISTORY     - 1964     MONUMENTED       CA-059
 DX4250
 DX4250                          STATION DESCRIPTION
 DX4250
 DX4250'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4250'TO REACH STATION FROM TRAFFIC CIRCLE IN THE CITY OF ORANGE, GO
 DX4250'EAST ON CHAPMAN AVENUE FOR 5.6 MILES.  TURN RIGHT ONTO SANTIAGO
 DX4250'CANYON ROAD, GO SOUTHEASTERLY FOR 6.8 MILES.  TURN LEFT ONTO
 DX4250'BLACK STAR CANYON ROAD, GO NORTHEASTERLY FOR 4.6 MILES TO A GATE
 DX4250'TO HIDDEN RANCH ON THE RIGHT SIDE OF THE ROAD, GO THROUGH THE
 DX4250'GATE, PASS TO THE LEFT OF THE RANCH BUILDINGS, CROSS OVER A SMALL
 DX4250'CREEK AND FOLLOW TRUCK TRAIL SOUTHEASTERLY ALONG THE CREST OF A
 DX4250'RIDGE FOR 0.3 MILE TO THE END OF THE TRUCK TRAIL.  FROM THIS
 DX4250'POINT PROCEED ON FOOT FOR 0.1 MILE TO THE TOP OF THE RIDGE,
 DX4250'TURN RIGHT AND DESCEND ON A RIDGE SOUTHWESTERLY FOR
 DX4250'APPROXIMATELY 1800 FEET TO STATION MARK.  THIS IS ABOUT A 45
 DX4250'MINUTE PACK.
 DX4250'
 DX4250'THE STATION MARK IS A 1 INCH IRON PIPE SET FLUSH WITH THE GROUND.
 DX4250'
 DX4250'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0829 ***********************************************************************
 JS0829  DESIGNATION -  4 87.085
 JS0829  PID         -  JS0829
 JS0829  STATE/COUNTY-  CA/SACRAMENTO
 JS0829  USGS QUAD   -  CARMICHAEL (1992)
 JS0829
 JS0829                         *CURRENT SURVEY CONTROL
 JS0829  ___________________________________________________________________
 JS0829* NAD 83(1986)-  38 33 55.     (N)    121 17 56.     (W)     SCALED    
 JS0829* NAVD 88     -        27.27   (+/-2cm)      89.5    (feet)  VERTCON   
 JS0829  ___________________________________________________________________
 JS0829  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JS0829  VERT ORDER  -  THIRD (See Below)
 JS0829
 JS0829.The horizontal coordinates were scaled from a topographic map and have
 JS0829.an estimated accuracy of +/- 6 seconds.
 JS0829
 JS0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0829.The vertical order pertains to the NGVD 29 superseded value.
 JS0829
 JS0829.The geoid height was determined by GEOID03.
 JS0829
 JS0829;                    North         East    Units  Estimated Accuracy
 JS0829;SPC CA 2     -   599,990.    2,061,100.      MT  (+/- 180 meters Scaled)
 JS0829
 JS0829                          SUPERSEDED SURVEY CONTROL
 JS0829
 JS0829  NGVD 29 (??/??/??)   26.53   (m)           87.0    (f) RESET       3  
 JS0829
 JS0829.Superseded values are not recommended for survey control.
 JS0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0829.See file dsdata.txt to determine how the superseded data were derived.
 JS0829
 JS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH482699(NAD 83)
 JS0829_MARKER: DD = SURVEY DISK
 JS0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0829_STAMPING: 4 87.085
 JS0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0829
 JS0829  HISTORY     - Date     Condition        Report By
 JS0829  HISTORY     - UNK      MONUMENTED       DOD
 JS0829  HISTORY     - 1945     GOOD             NGS
 JS0829  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0829
 JS0829                          STATION DESCRIPTION
 JS0829
 JS0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS0829'5.5 MI NE FROM PERKINS.
 JS0829'AT MATHER FIELD, ONE BLOCK NORTH OF NORTHEAST CORNER OF THE
 JS0829'OPERATIONS BUILDING, AT CENTER OF INTERSECTION OF 6TH AND G
 JS0829'STREETS, SET IN THE TOP OF CONCRETE 0.8 FOOT BELOW THE LEVEL
 JS0829'OF ASPHALT STREET PAVING AND IS REACHED THROUGH A 3 1/2 INCH IRON
 JS0829'PIPE COVERED BY A CAP WHICH IS FLUSH WITH THE PAVEMENT.  A CORPS
 JS0829'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 4 87.085.
 JS0829'NOTE-- TO REACH MATHER FIELD FROM THE JUNCTION OF THE HIGHWAYS
 JS0829'AT PERKINS GO NORTHEAST ALONG U.S. HIGHWAY 50 5.5 MILES TO MILLS,
 JS0829'THENCE, TURN SOUTH ALONG PAVED ROAD 1.4 MILES TO THE MAIN GATE
 JS0829'AT THE AIRFIELD.
 JS0829
 JS0829                          STATION RECOVERY (2004)
 JS0829
 JS0829'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0829'PROBABLY WIPED OUT BY RECENT ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4733 ***********************************************************************
 DX4733  DESIGNATION -  4 9 21
 DX4733  PID         -  DX4733
 DX4733  STATE/COUNTY-  CA/ORANGE
 DX4733  USGS QUAD   -  ORANGE (1981)
 DX4733
 DX4733                         *CURRENT SURVEY CONTROL
 DX4733  ___________________________________________________________________
 DX4733* NAD 83(1992)-  33 48 08.63637(N)    117 49 56.38553(W)     ADJUSTED  
 DX4733* NAVD 88     -        86.65   (+/-2cm)     284.3    (feet)  VERTCON   
 DX4733  ___________________________________________________________________
 DX4733  EPOCH DATE  -        1991.35
 DX4733  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 DX4733  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DX4733  HORZ ORDER  -  SECOND
 DX4733  VERT ORDER  -  THIRD ? (See Below)
 DX4733
 DX4733.The horizontal coordinates were established by classical geodetic methods
 DX4733.and adjusted by the National Geodetic Survey in June 1996.
 DX4733.The horizontal coordinates are valid at the epoch date displayed above.
 DX4733.The epoch date for horizontal control is a decimal equivalence
 DX4733.of Year/Month/Day.
 DX4733
 DX4733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4733.The vertical order pertains to the NGVD 29 superseded value.
 DX4733
 DX4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4733
 DX4733.The geoid height was determined by GEOID03.
 DX4733
 DX4733;                    North         East     Units Scale Factor Converg.
 DX4733;SPC CA 6     -   682,522.508 1,853,486.687   MT  0.99998747   -0 52 10.3
 DX4733;SPC CA 6     - 2,239,242.59  6,080,980.91   sFT  0.99998747   -0 52 10.3
 DX4733;UTM  11      - 3,740,558.053   422,957.630   MT  0.99967317   -0 27 47.1
 DX4733
 DX4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4733!SPC CA 6     -   0.99999185  x   0.99998747  =   0.99997932
 DX4733!UTM  11      -   0.99999185  x   0.99967317  =   0.99966502
 DX4733
 DX4733:                Primary Azimuth Mark                     Grid Az
 DX4733:SPC CA 6     -  ORANGE ANAHEIM WATR DEPT NE TK           018 35 02.5
 DX4733:UTM  11      -  ORANGE ANAHEIM WATR DEPT NE TK           018 10 39.3
 DX4733
 DX4733|---------------------------------------------------------------------|
 DX4733| PID    Reference Object                     Distance      Geod. Az  |
 DX4733|                                                           dddmmss.s |
 DX4733| DX4728 ORANGE ANAHEIM WATR DEPT NE TK      APPROX. 4.0 KM 0174252.2 |
 DX4733| DX4724 ANAHEIM RAD STA KEZY FM MAST        APPROX. 3.8 KM 0314250.3 |
 DX4733| CC3091 4 9 21 RM 1                          36.416 METERS 09209     |
 DX4733| CC3092 4 9 21 RM 2                           5.218 METERS 11056     |
 DX4733| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 6.1 KM 2470326.7 |
 DX4733| CC3093 4 9 21 RM 3                           5.432 METERS 24939     |
 DX4733|---------------------------------------------------------------------|
 DX4733
 DX4733                          SUPERSEDED SURVEY CONTROL
 DX4733
 DX4733  NAD 83(1986)-  33 48 08.63681(N)    117 49 56.38522(W) AD(1984.00) 2
 DX4733  NAD 27      -  33 48 08.57810(N)    117 49 53.18520(W) AD(       ) 2
 DX4733  NGVD 29 (07/19/86)   85.89   (m)          281.8    (f) LEVELING    3  
 DX4733
 DX4733.Superseded values are not recommended for survey control.
 DX4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4733.See file dsdata.txt to determine how the superseded data were derived.
 DX4733
 DX4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2295840558(NAD 83)
 DX4733_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4733
 DX4733  HISTORY     - Date     Condition        Report By
 DX4733  HISTORY     - 1974     MONUMENTED       CA-059
 DX4733  HISTORY     - 19900614 GOOD             USPSQD
 DX4733
 DX4733                          STATION DESCRIPTION
 DX4733
 DX4733'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4733'THE STATION IS LOCATED IN THE EAST PART OF ORANGE AT THE
 DX4733'INTERSECTION OF THE NEWPORT FREEWAY AND COLLINS AVENUE.
 DX4733'
 DX4733'TO REACH THE STATION FROM COLLINS AVENUE AND TUSTIN AVENUE,
 DX4733'PROCEED 0.2 MILE EAST ON COLLINS AVENUE TO THE OVERCROSSING OF
 DX4733'THE NEWPORT FREEWAY.  MARK IS SET IN THE WEST APPROACH TO THE
 DX4733'BRIDGE NEAR THE NORTH EDGE OF THE SIDEWALK.
 DX4733'
 DX4733'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DX4733'4-9-21 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH CONCRETE
 DX4733'CYLINDER THAT IS FLUSH WITH THE SIDEWALK SURFACE.  THE UNDERGROUND
 DX4733'MARK IS SET IN THE TOP OF A CONCRETE MASS ABOUT 3 FEET BELOW THE
 DX4733'GROUND SURFACE.  THE STATION IS 119.0 FEET WEST OF THE NORTHWEST
 DX4733'CORNER OF OVERPASS FREEWAY BRIDGE, 1.0 FOOT NORTH OF THE NORTH
 DX4733'EDGE OF THE SIDEWALK AND 6.0 FEET WEST-SOUTH-WEST OF A 1 INCH
 DX4733'WATER RISER.
 DX4733'
 DX4733'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4733'4-9-21 1974, IS COUNTERSUNK IN THE NORTH WALK OF THE BRIDGE, 0.5
 DX4733'FOOT NORTH OF THE WEST END OF THE NORTH WHEEL RAIL.
 DX4733'
 DX4733'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4733'4-9-21 1974, IS COUNTERSUNK INTO THE NORTH CURBING OF COLLINS
 DX4733'AVENUE, 103.0 FEET WEST OF THE WEST END OF THE NORTH WHEEL RAIL OF
 DX4733'THE BRIDGE.
 DX4733'
 DX4733'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4733'4-9-21 1974, IS COUNTERSUNK INTO THE NORTH CURBING OF COLLINS
 DX4733'AVENUE, 135.7 FEET WEST OF THE WEST END OF THE NORTH WHEEL RAIL
 DX4733'AND 24.5 FEET SOUTHEAST OF A EUCALYPTUS TREE.
 DX4733'
 DX4733'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 DX4733
 DX4733                          STATION RECOVERY (1990)
 DX4733
 DX4733'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRC)
 DX4733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4727 ***********************************************************************
 DX4727  DESIGNATION -  4 9 21A
 DX4727  PID         -  DX4727
 DX4727  STATE/COUNTY-  CA/ORANGE
 DX4727  USGS QUAD   -  ORANGE (1981)
 DX4727
 DX4727                         *CURRENT SURVEY CONTROL
 DX4727  ___________________________________________________________________
 DX4727* NAD 83(1992)-  33 49 02.40673(N)    117 49 04.43184(W)     ADJUSTED  
 DX4727* NAVD 88     -       108.49   (+/-2cm)     355.9    (feet)  VERTCON   
 DX4727  ___________________________________________________________________
 DX4727  EPOCH DATE  -        1991.35
 DX4727  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 DX4727  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DX4727  HORZ ORDER  -  SECOND
 DX4727  VERT ORDER  -  THIRD ? (See Below)
 DX4727
 DX4727.The horizontal coordinates were established by classical geodetic methods
 DX4727.and adjusted by the National Geodetic Survey in June 1996.
 DX4727.The horizontal coordinates are valid at the epoch date displayed above.
 DX4727.The epoch date for horizontal control is a decimal equivalence
 DX4727.of Year/Month/Day.
 DX4727
 DX4727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4727.The vertical order pertains to the NGVD 29 superseded value.
 DX4727
 DX4727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4727
 DX4727.The geoid height was determined by GEOID03.
 DX4727
 DX4727;                    North         East     Units Scale Factor Converg.
 DX4727;SPC CA 6     -   684,158.824 1,854,847.767   MT  0.99998963   -0 51 41.7
 DX4727;SPC CA 6     - 2,244,611.08  6,085,446.38   sFT  0.99998963   -0 51 41.7
 DX4727;UTM  11      - 3,742,203.461   424,306.642   MT  0.99967063   -0 27 18.8
 DX4727
 DX4727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4727!SPC CA 6     -   0.99998841  x   0.99998963  =   0.99997804
 DX4727!UTM  11      -   0.99998841  x   0.99967063  =   0.99965905
 DX4727
 DX4727:                Primary Azimuth Mark                     Grid Az
 DX4727:SPC CA 6     -  ANAHEIM RAD STA KEZY FM MAST             023 27 57.4
 DX4727:UTM  11      -  ANAHEIM RAD STA KEZY FM MAST             023 03 34.5
 DX4727
 DX4727|---------------------------------------------------------------------|
 DX4727| PID    Reference Object                     Distance      Geod. Az  |
 DX4727|                                                           dddmmss.s |
 DX4727| DX4724 ANAHEIM RAD STA KEZY FM MAST        APPROX. 1.7 KM 0223615.7 |
 DX4727| CC3094 4 9 21A RM 1                          8.489 METERS 07802     |
 DX4727| CC3095 4 9 21A RM 2                          8.538 METERS 14117     |
 DX4727| CC3096 4 9 21A RM 3                          6.364 METERS 20349     |
 DX4727|---------------------------------------------------------------------|
 DX4727
 DX4727                          SUPERSEDED SURVEY CONTROL
 DX4727
 DX4727  NAD 83(1986)-  33 49 02.40716(N)    117 49 04.43155(W) AD(1984.00) 2
 DX4727  NAD 27      -  33 49 02.34940(N)    117 49 01.23250(W) AD(       ) 2
 DX4727  NGVD 29 (07/19/86)  107.73   (m)          353.4    (f) LEVELING    3  
 DX4727
 DX4727.Superseded values are not recommended for survey control.
 DX4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4727.See file dsdata.txt to determine how the superseded data were derived.
 DX4727
 DX4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2430742203(NAD 83)
 DX4727_MARKER: Z = SEE DESCRIPTION
 DX4727_SETTING: 0 = UNSPECIFIED SETTING
 DX4727
 DX4727  HISTORY     - Date     Condition        Report By
 DX4727  HISTORY     - 1974     MONUMENTED       CA-059
 DX4727
 DX4727                          STATION DESCRIPTION
 DX4727
 DX4727'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4727'THE STATION IS LOCATED AT VILLA PARK HIGH SCHOOL.
 DX4727'
 DX4727'TO REACH THE STATION FROM THE INTERSECTION OF SANTIAGO BOULEVARD
 DX4727'AND TAFT AVENUE, PROCEED EAST TO 18042 TAFT AVENUE IN VILLA PARK
 DX4727'AND STATION ON TOP OF ROOF OF THE TWO-STORY SCHOOL BUILDING
 DX4727'NEAREST THE SOUTH SIDE OF TAFT AVENUE.  ROOF CAN BE ENTERED FROM
 DX4727'THE ELECTRICAL UTILITY ROOM ON THE SECOND STORY ON THE WEST SIDE
 DX4727'OF THE BUILDING.
 DX4727'
 DX4727'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-21A
 DX4727'1974 EPOXIED IN THE ROOF 14.0 FEET EAST OF THE WEST EDGE OF THE
 DX4727'ROOF AND 9.0 FEET SOUTH OF THE NORTH EDGE.
 DX4727'
 DX4727'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4727'4-9-21A 1974 EPOXIED TO ROOF 4.0 FEET SOUTH OF THE NORTH EDGE OF
 DX4727'THE ROOF.
 DX4727'
 DX4727'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4727'4-9-21A 1974 EPOXIED TO THE ROOF 31.5 FEET EAST OF THE WEST END
 DX4727'OF THE ROOF.
 DX4727'
 DX4727'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4727'4-9-21A 1974 EPOXIED TO ROOF 5.5 FEET EAST OF THE WEST EDGE OF
 DX4727'THE ROOF AND 28.5 FEET SOUTH OF THE NORTH EDGE OF THE ROOF.
 DX4727'
 DX4727'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4725 ***********************************************************************
 DX4725  DESIGNATION -  4 9 27
 DX4725  PID         -  DX4725
 DX4725  STATE/COUNTY-  CA/ORANGE
 DX4725  USGS QUAD   -  ORANGE (1981)
 DX4725
 DX4725                         *CURRENT SURVEY CONTROL
 DX4725  ___________________________________________________________________
 DX4725* NAD 83(1992)-  33 47 19.74229(N)    117 48 50.47054(W)     ADJUSTED  
 DX4725* NAVD 88     -        96.34   (+/-2cm)     316.1    (feet)  VERTCON   
 DX4725  ___________________________________________________________________
 DX4725  EPOCH DATE  -        1991.35
 DX4725  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 DX4725  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DX4725  HORZ ORDER  -  SECOND
 DX4725  VERT ORDER  -  THIRD ? (See Below)
 DX4725
 DX4725.The horizontal coordinates were established by classical geodetic methods
 DX4725.and adjusted by the National Geodetic Survey in June 1996.
 DX4725.The horizontal coordinates are valid at the epoch date displayed above.
 DX4725.The epoch date for horizontal control is a decimal equivalence
 DX4725.of Year/Month/Day.
 DX4725
 DX4725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4725.The vertical order pertains to the NGVD 29 superseded value.
 DX4725
 DX4725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4725
 DX4725.The geoid height was determined by GEOID03.
 DX4725
 DX4725;                    North         East     Units Scale Factor Converg.
 DX4725;SPC CA 6     -   680,990.654 1,855,159.323   MT  0.99998557   -0 51 34.0
 DX4725;SPC CA 6     - 2,234,216.84  6,086,468.55   sFT  0.99998557   -0 51 34.0
 DX4725;UTM  11      - 3,739,038.587   424,640.564   MT  0.99967001   -0 27 09.8
 DX4725
 DX4725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4725!SPC CA 6     -   0.99999031  x   0.99998557  =   0.99997588
 DX4725!UTM  11      -   0.99999031  x   0.99967001  =   0.99966033
 DX4725
 DX4725:                Primary Azimuth Mark                     Grid Az
 DX4725:SPC CA 6     -  ANAHEIM RAD STA KEZY FM MAST             004 19 34.5
 DX4725:UTM  11      -  ANAHEIM RAD STA KEZY FM MAST             003 55 10.3
 DX4725
 DX4725|---------------------------------------------------------------------|
 DX4725| PID    Reference Object                     Distance      Geod. Az  |
 DX4725|                                                           dddmmss.s |
 DX4725| DX4724 ANAHEIM RAD STA KEZY FM MAST        APPROX. 4.7 KM 0032800.5 |
 DX4725| DX4754 ANAHEIM BIG A SCOREBOARD LT         APPROX. 6.5 KM 2821824.3 |
 DX4725|---------------------------------------------------------------------|
 DX4725
 DX4725                          SUPERSEDED SURVEY CONTROL
 DX4725
 DX4725  NAD 83(1986)-  33 47 19.74268(N)    117 48 50.47046(W) AD(1984.00) 2
 DX4725  NAD 27      -  33 47 19.68200(N)    117 48 47.27300(W) AD(       ) 2
 DX4725  NGVD 29 (07/19/86)   95.58   (m)          313.6    (f) LEVELING    3  
 DX4725
 DX4725.Superseded values are not recommended for survey control.
 DX4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4725.See file dsdata.txt to determine how the superseded data were derived.
 DX4725
 DX4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2464139039(NAD 83)
 DX4725_MARKER: Z = SEE DESCRIPTION
 DX4725_SETTING: 0 = UNSPECIFIED SETTING
 DX4725
 DX4725  HISTORY     - Date     Condition        Report By
 DX4725  HISTORY     - 1974     MONUMENTED       CA-059
 DX4725  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DX4725
 DX4725                          STATION DESCRIPTION
 DX4725
 DX4725'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4725'THE STATION IS LOCATED AT KELLEY STADIUM NEAR EL MODENA HIGH SCHOOL
 DX4725'IN ORANGE.
 DX4725'
 DX4725'TO REACH THE STATION FROM THE INTERSECTION OF CHAPMAN AND
 DX4725'PROSPECT AVENUES, PROCEED EAST ON CHAPMAN 0.15 MILE TO KELLEY
 DX4725'STADIUM ON THE LEFT.  ENTER STADIUM AT SOUTHWEST CORNER AND CROSS
 DX4725'FIELD TO GRANDSTAND AND PRESS BOX ON EAST SIDE.
 DX4725'
 DX4725'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4725'4-9-27 1974, AND IS EPOXIED TO ROOF OF THE STADIUM PRESSBOX 5.0
 DX4725'FEET NORTH OF THE SOUTH HANDRAIL AND 4.0 FEET EAST OF THE WEST
 DX4725'HANDRAIL.
 DX4725'
 DX4725'REFERENCE MARK 1, A CHISELED CROSS ON METAL BASE OF CENTER POST
 DX4725'OF SOUTH HANDRAIL OF PRESSBOX.
 DX4725'
 DX4725'REFERENCE MARK 2, A CHISELED CROSS ON METAL BASE OF FIRST STEEL
 DX4725'POST NORTH OF THE SOUTHWEST CORNER OF THE WEST HANDRAIL.
 DX4725'
 DX4725'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 DX4725
 DX4725                          STATION RECOVERY (1975)
 DX4725
 DX4725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 DX4725'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DX4725'
 DX4725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4725'APPROX 2 MILES EAST OF ORANGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4736 ***********************************************************************
 DX4736  DESIGNATION -  4 9 29
 DX4736  PID         -  DX4736
 DX4736  STATE/COUNTY-  CA/ORANGE
 DX4736  USGS QUAD   -  ORANGE (1981)
 DX4736
 DX4736                         *CURRENT SURVEY CONTROL
 DX4736  ___________________________________________________________________
 DX4736* NAD 83(1992)-  33 47 32.99610(N)    117 51 00.48213(W)     ADJUSTED  
 DX4736* NAVD 88     -        78.38   (+/-2cm)     257.2    (feet)  VERTCON   
 DX4736  ___________________________________________________________________
 DX4736  EPOCH DATE  -        1991.35
 DX4736  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 DX4736  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DX4736  HORZ ORDER  -  SECOND
 DX4736  VERT ORDER  -  THIRD ? (See Below)
 DX4736
 DX4736.The horizontal coordinates were established by classical geodetic methods
 DX4736.and adjusted by the National Geodetic Survey in June 1996.
 DX4736.The horizontal coordinates are valid at the epoch date displayed above.
 DX4736.The epoch date for horizontal control is a decimal equivalence
 DX4736.of Year/Month/Day.
 DX4736
 DX4736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4736.The vertical order pertains to the NGVD 29 superseded value.
 DX4736
 DX4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4736
 DX4736.The geoid height was determined by GEOID03.
 DX4736
 DX4736;                    North         East     Units Scale Factor Converg.
 DX4736;SPC CA 6     -   681,449.707 1,851,821.374   MT  0.99998608   -0 52 45.5
 DX4736;SPC CA 6     - 2,235,722.91  6,075,517.29   sFT  0.99998608   -0 52 45.5
 DX4736;UTM  11      - 3,739,473.805   421,300.487   MT  0.99967635   -0 28 22.3
 DX4736
 DX4736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4736!SPC CA 6     -   0.99999316  x   0.99998608  =   0.99997924
 DX4736!UTM  11      -   0.99999316  x   0.99967635  =   0.99966952
 DX4736
 DX4736|---------------------------------------------------------------------|
 DX4736| PID    Reference Object                     Distance      Geod. Az  |
 DX4736|                                                           dddmmss.s |
 DX4736| CC3099 4 9 29 RM 1                          20.092 METERS 21752     |
 DX4736| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 4.2 KM 2520455.1 |
 DX4736| CC3100 4 9 29 RM 2                          11.297 METERS 26920     |
 DX4736| DX4754 ANAHEIM BIG A SCOREBOARD LT         APPROX. 3.1 KM 2880010.5 |
 DX4736| CC3101 4 9 29 RM 3                          15.798 METERS 30934     |
 DX4736|---------------------------------------------------------------------|
 DX4736
 DX4736                          SUPERSEDED SURVEY CONTROL
 DX4736
 DX4736  NAD 83(1986)-  33 47 32.99658(N)    117 51 00.48174(W) AD(1984.00) 2
 DX4736  NAD 27      -  33 47 32.93760(N)    117 50 57.28010(W) AD(       ) 2
 DX4736  NGVD 29 (07/19/86)   77.63   (m)          254.7    (f) LEVELING    3  
 DX4736
 DX4736.Superseded values are not recommended for survey control.
 DX4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4736.See file dsdata.txt to determine how the superseded data were derived.
 DX4736
 DX4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2130039474(NAD 83)
 DX4736_MARKER: Z = SEE DESCRIPTION
 DX4736_SETTING: 0 = UNSPECIFIED SETTING
 DX4736
 DX4736  HISTORY     - Date     Condition        Report By
 DX4736  HISTORY     - 1974     MONUMENTED       CA-059
 DX4736
 DX4736                          STATION DESCRIPTION
 DX4736
 DX4736'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4736'THE STATION IS LOCATED AT CHAPMAN COLLEGE IN THE CITY OF ORANGE.
 DX4736'
 DX4736'TO REACH THE STATION, GO TO THE HASHINGER SCIENCE BUILDING ON
 DX4736'THE EAST SIDE OF THE CHAPMAN COLLEGE COMPLEX ON CENTER STREET
 DX4736'BETWEEN SYCAMORE AND PALM AVENUES IN ORANGE.  ACCESS TO ROOF IS BY
 DX4736'ELEVATOR AND LADDER.
 DX4736'
 DX4736'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-29
 DX4736'1974 EPOXIED TO THE ROOF OF A STAIRWELL LOCATED AT THE NORTHEAST
 DX4736'CORNER OF THE 5-STORY BROWNSTONE BUILDING.  THE DISK IS 6.0 FEET
 DX4736'EAST OF THE WEST EDGE OF STAIRWELL ROOF AND 5.0 FEET SOUTH OF THE
 DX4736'NORTH PARAPET WALL.  STAIRWELL STRUCTURE IS ABOUT NINE FEET
 DX4736'HIGHER THAN ROOF OF BUILDING.
 DX4736'
 DX4736'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-29
 DX4736'1974 RM 1, IS EPOXIED TO THE ROOF WEST OF THE SOUTHWEST CORNER OF
 DX4736'THE ELEVATOR SHAFT.
 DX4736'
 DX4736'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-29
 DX4736'1974 RM 2, IS EPOXIED TO THE ROOF 3.0 FEET NORTH OF THE NORTHEAST
 DX4736'CORNER OF PARAPET WALL AROUND HEATING UNIT.  RM IS ABOUT TEN FEET
 DX4736'LOWER THAN STATION MARK.
 DX4736'
 DX4736'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-29
 DX4736'1974 RM 3, IS EPOXIED TO ROOF 1.5 FEET SOUTHEAST OF THE NORTHWEST
 DX4736'CORNER OF CINDER BLOCK WALL ABOUT TEN FEET BELOW STATION MARK.
 DX4736'
 DX4736'A 24 HOUR NOTICE IS REQUIRED TO OCCUPY THIS STATION.  MR. ARTHUR
 DX4736'E. FLINT, PH.D, PHONE (714) 633-8821 WILL FURNISH ELEVATOR KEY.
 DX4736'
 DX4736'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4726 ***********************************************************************
 DX4726  DESIGNATION -  4 9 3
 DX4726  PID         -  DX4726
 DX4726  STATE/COUNTY-  CA/ORANGE
 DX4726  USGS QUAD   -  ORANGE (1981)
 DX4726
 DX4726                         *CURRENT SURVEY CONTROL
 DX4726  ___________________________________________________________________
 DX4726* NAD 83(1992)-  33 51 14.50824(N)    117 49 03.34106(W)     ADJUSTED  
 DX4726* NAVD 88     -       110.24   (+/-2cm)     361.7    (feet)  VERTCON   
 DX4726  ___________________________________________________________________
 DX4726  EPOCH DATE  -        1991.35
 DX4726  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 DX4726  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DX4726  HORZ ORDER  -  SECOND
 DX4726  VERT ORDER  -  THIRD ? (See Below)
 DX4726
 DX4726.The horizontal coordinates were established by classical geodetic methods
 DX4726.and adjusted by the National Geodetic Survey in June 1996.
 DX4726.The horizontal coordinates are valid at the epoch date displayed above.
 DX4726.The epoch date for horizontal control is a decimal equivalence
 DX4726.of Year/Month/Day.
 DX4726
 DX4726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4726.The vertical order pertains to the NGVD 29 superseded value.
 DX4726
 DX4726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4726
 DX4726.The geoid height was determined by GEOID03.
 DX4726
 DX4726;                    North         East     Units Scale Factor Converg.
 DX4726;SPC CA 6     -   688,228.084 1,854,937.006   MT  0.99999523   -0 51 41.1
 DX4726;SPC CA 6     - 2,257,961.64  6,085,739.16   sFT  0.99999523   -0 51 41.1
 DX4726;UTM  11      - 3,746,271.942   424,367.015   MT  0.99967052   -0 27 19.8
 DX4726
 DX4726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4726!SPC CA 6     -   0.99998814  x   0.99999523  =   0.99998337
 DX4726!UTM  11      -   0.99998814  x   0.99967052  =   0.99965866
 DX4726
 DX4726:                Primary Azimuth Mark                     Grid Az
 DX4726:SPC CA 6     -  YORBA LINDA METH CH CROSS                021 27 55.4
 DX4726:UTM  11      -  YORBA LINDA METH CH CROSS                021 03 34.1
 DX4726
 DX4726|---------------------------------------------------------------------|
 DX4726| PID    Reference Object                     Distance      Geod. Az  |
 DX4726|                                                           dddmmss.s |
 DX4726| DX4668 YORBA LINDA METH CH CROSS           APPROX. 4.1 KM 0203614.3 |
 DX4726| CC3102 4 9 3 RM 1                           11.099 METERS 07147     |
 DX4726| CC3103 4 9 3 RM 2                            6.430 METERS 11905     |
 DX4726| CC3104 4 9 3 RM 3                           11.588 METERS 15950     |
 DX4726| DX4728 ORANGE ANAHEIM WATR DEPT NE TK      APPROX. 2.0 KM 1843704.3 |
 DX4726|---------------------------------------------------------------------|
 DX4726
 DX4726                          SUPERSEDED SURVEY CONTROL
 DX4726
 DX4726  NAD 83(1986)-  33 51 14.50845(N)    117 49 03.34049(W) AD(1984.00) 2
 DX4726  NAD 27      -  33 51 14.45340(N)    117 49 00.14070(W) AD(       ) 2
 DX4726  NGVD 29 (07/19/86)  109.48   (m)          359.2    (f) LEVELING    3  
 DX4726
 DX4726.Superseded values are not recommended for survey control.
 DX4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4726.See file dsdata.txt to determine how the superseded data were derived.
 DX4726
 DX4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2436746272(NAD 83)
 DX4726_MARKER: Z = SEE DESCRIPTION
 DX4726_SETTING: 0 = UNSPECIFIED SETTING
 DX4726
 DX4726  HISTORY     - Date     Condition        Report By
 DX4726  HISTORY     - 1974     MONUMENTED       CA-059
 DX4726
 DX4726                          STATION DESCRIPTION
 DX4726
 DX4726'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4726'THE STATION IS LOCATED ON THE ROOF OF THE CANYON GENERAL HOSPITAL
 DX4726'IN THE NORTHERN PART OF ANAHEIM BETWEEN THE RIVERSIDE FREEWAY AND
 DX4726'SANTA ANA RIVER.
 DX4726'
 DX4726'TO REACH THE STATION FROM THE INTERSECTION OF LAKEVIEW AVENUE ON
 DX4726'THE RIVERSIDE FREEWAY, PROCEED NORTH 0.15 MILE ON LAKEVIEW AVENUE
 DX4726'TO CANYON GENERAL HOSPITAL ON THE LEFT (WEST) SIDE.  STATION IS
 DX4726'LOCATED ON THE NORTHWEST CORNER OF THE EIGHT STORY HOSPITAL
 DX4726'BUILDING.  FURTHER PERMISSION TO OCCUPY STATION WILL BE NECESSARY
 DX4726'FROM THE HOSPITAL WHEN COMPLETED.
 DX4726'
 DX4726'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-3
 DX4726'1973, EPOXIED FLUSH ON A 16 INCH X 16 INCH HOOK BASE.
 DX4726'
 DX4726'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-3
 DX4726'RM 1 1973, EPOXIED FLUSH ON A 16 INCH X 16 INCH HOOK BASE.  THE
 DX4726'MARK IS 42.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 DX4726'BUILDING, 16.2 FEET NORTHWEST OF A 12 FEET HIGH CORRUGATED METAL
 DX4726'WALL AND 27 FEET NORTH OF RM 2.
 DX4726'
 DX4726'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-3
 DX4726'RM 2 1973, EPOXIED FLUSH ON A 16 INCH X 16 INCH HOOK BASE.  THE
 DX4726'MARK IS 29.0 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 DX4726'27 FEET SOUTH OF RM 1, 26 FEET NORTH OF RM 3 AND TWO FEET WEST OF
 DX4726'THE NORTHWEST CORNER OF A 12 FEET HIGH CORRUGATED METAL ENCLOSURE
 DX4726'ON THE ROOF.
 DX4726'
 DX4726'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-3
 DX4726'RM 3 1973, EPOXIED FLUSH ON A 16 INCH X 16 INCH HOOK BASE.  THE
 DX4726'MARK IS 43.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 DX4726'BUILDING, 15.4 FEET SOUTHWEST OF A 12 FEET HIGH CORRUGATED METAL
 DX4726'WALL AND 26 FEET SOUTH OF RM 2.
 DX4726'
 DX4726'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4723 ***********************************************************************
 DX4723  DESIGNATION -  4 9 35
 DX4723  PID         -  DX4723
 DX4723  STATE/COUNTY-  CA/ORANGE
 DX4723  USGS QUAD   -  ORANGE (1981)
 DX4723
 DX4723                         *CURRENT SURVEY CONTROL
 DX4723  ___________________________________________________________________
 DX4723* NAD 83(1992)-  33 46 56.14570(N)    117 48 00.98534(W)     ADJUSTED  
 DX4723* NAVD 88     -       181.86   (+/-2cm)     596.7    (feet)  VERTCON   
 DX4723  ___________________________________________________________________
 DX4723  EPOCH DATE  -        1991.35
 DX4723  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 DX4723  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DX4723  HORZ ORDER  -  SECOND
 DX4723  VERT ORDER  -  THIRD ? (See Below)
 DX4723
 DX4723.The horizontal coordinates were established by classical geodetic methods
 DX4723.and adjusted by the National Geodetic Survey in June 1996.
 DX4723.The horizontal coordinates are valid at the epoch date displayed above.
 DX4723.The epoch date for horizontal control is a decimal equivalence
 DX4723.of Year/Month/Day.
 DX4723
 DX4723.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4723.The vertical order pertains to the NGVD 29 superseded value.
 DX4723
 DX4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4723
 DX4723.The geoid height was determined by GEOID03.
 DX4723
 DX4723;                    North         East     Units Scale Factor Converg.
 DX4723;SPC CA 6     -   680,244.707 1,856,421.398   MT  0.99998467   -0 51 06.8
 DX4723;SPC CA 6     - 2,231,769.51  6,090,609.20   sFT  0.99998467   -0 51 06.8
 DX4723;UTM  11      - 3,738,301.852   425,907.503   MT  0.99966767   -0 26 42.0
 DX4723
 DX4723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4723!SPC CA 6     -   0.99997688  x   0.99998467  =   0.99996155
 DX4723!UTM  11      -   0.99997688  x   0.99966767  =   0.99964455
 DX4723
 DX4723:                Primary Azimuth Mark                     Grid Az
 DX4723:SPC CA 6     -  5 9 9                                    217 24 59.6
 DX4723:UTM  11      -  5 9 9                                    217 00 34.8
 DX4723
 DX4723|---------------------------------------------------------------------|
 DX4723| PID    Reference Object                     Distance      Geod. Az  |
 DX4723|                                                           dddmmss.s |
 DX4723| DX4730 5 9 9                               APPROX. 3.2 KM 2163352.8 |
 DX4723|---------------------------------------------------------------------|
 DX4723
 DX4723                          SUPERSEDED SURVEY CONTROL
 DX4723
 DX4723  NAD 83(1986)-  33 46 56.14602(N)    117 48 00.98529(W) AD(1984.00) 2
 DX4723  NAD 27      -  33 46 56.08420(N)    117 47 57.78910(W) AD(       ) 2
 DX4723  NGVD 29 (07/19/86)  181.10   (m)          594.2    (f) LEVELING    3  
 DX4723
 DX4723.Superseded values are not recommended for survey control.
 DX4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4723.See file dsdata.txt to determine how the superseded data were derived.
 DX4723
 DX4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2590838302(NAD 83)
 DX4723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4723
 DX4723  HISTORY     - Date     Condition        Report By
 DX4723  HISTORY     - 1974     MONUMENTED       CA-059
 DX4723
 DX4723                          STATION DESCRIPTION
 DX4723
 DX4723'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4723'THE STATION IS LOCATED ABOUT 0.4 MILE NORTHWEST OF THE INTERSECTION
 DX4723'OF FAIRHAVEN AVENUE AND CIRCULA PANORAMA IN EL MODENA.
 DX4723'
 DX4723'TO REACH THE STATION FROM THE INTERSECTION OF FAIRHAVEN AVENUE
 DX4723'AND CIRCULA PANORAMA, PROCEED UPHILL AND AROUND THE SOUTH SIDE OF
 DX4723'THE HILL 0.35 MILE TO A Y JUNCTION, BEAR RIGHT UPHILL 0.1 MILE TO
 DX4723'HOUSE NUMBER 12277 ALTA PANORAMA.
 DX4723'
 DX4723'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4723'4-9-35 FEB 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DX4723'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 DX4723'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3
 DX4723'FEET BELOW THE GROUND SURFACE.  THE MARK IS 5.0 FEET WEST OF THE
 DX4723'WEST EDGE OF THE PAVEMENT, 4.0 FEET SOUTHEAST OF POWER POLE
 DX4723'1838355E AND 51.0 FEET NORTHWEST OF THE WEST END OF A
 DX4723'CINDERBLOCK FENCE FOR HOUSE NUMBER 12277.
 DX4723'
 DX4723'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-35
 DX4723'FEB 1974 RM 1, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE 2
 DX4723'INCHES ABOVE THE GROUND.  THE MARK IS 9.7 FEET WEST OF THE WEST
 DX4723'EDGE OF THE PAVEMENT AND 19.5 FEET NORTH OF POWER POLE 1838355E.
 DX4723'
 DX4723'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-35
 DX4723'FEB 1974 RM 2, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE
 DX4723'3 INCHES ABOVE THE GROUND.  THE MARK IS 23.0 FEET NORTH OF THE
 DX4723'WEST END OF THE CINDERBLOCK FENCE AND 39.8 FEET SOUTHEAST OF
 DX4723'POWER POLE 1838355E.
 DX4723'
 DX4723'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4735 ***********************************************************************
 DX4735  DESIGNATION -  4 9 8
 DX4735  PID         -  DX4735
 DX4735  STATE/COUNTY-  CA/ORANGE
 DX4735  USGS QUAD   -  ORANGE (1981)
 DX4735
 DX4735                         *CURRENT SURVEY CONTROL
 DX4735  ___________________________________________________________________
 DX4735* NAD 83(1992)-  33 50 18.06915(N)    117 50 20.44484(W)     ADJUSTED  
 DX4735* NAVD 88     -       106.94   (+/-2cm)     350.9    (feet)  VERTCON   
 DX4735  ___________________________________________________________________
 DX4735  EPOCH DATE  -        1991.35
 DX4735  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 DX4735  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DX4735  HORZ ORDER  -  SECOND
 DX4735  VERT ORDER  -  THIRD ? (See Below)
 DX4735
 DX4735.The horizontal coordinates were established by classical geodetic methods
 DX4735.and adjusted by the National Geodetic Survey in June 1996.
 DX4735.The horizontal coordinates are valid at the epoch date displayed above.
 DX4735.The epoch date for horizontal control is a decimal equivalence
 DX4735.of Year/Month/Day.
 DX4735
 DX4735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4735.The vertical order pertains to the NGVD 29 superseded value.
 DX4735
 DX4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4735
 DX4735.The geoid height was determined by GEOID03.
 DX4735
 DX4735;                    North         East     Units Scale Factor Converg.
 DX4735;SPC CA 6     -   686,519.353 1,852,928.693   MT  0.99999279   -0 52 23.5
 DX4735;SPC CA 6     - 2,252,355.58  6,079,150.22   sFT  0.99999279   -0 52 23.5
 DX4735;UTM  11      - 3,744,549.579   422,371.500   MT  0.99967429   -0 28 02.0
 DX4735
 DX4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4735!SPC CA 6     -   0.99998867  x   0.99999279  =   0.99998146
 DX4735!UTM  11      -   0.99998867  x   0.99967429  =   0.99966297
 DX4735
 DX4735|---------------------------------------------------------------------|
 DX4735| PID    Reference Object                     Distance      Geod. Az  |
 DX4735|                                                           dddmmss.s |
 DX4735| CC3107 4 9 8 RM 1                           14.902 METERS 16903     |
 DX4735| DX4738 SANTA ANA RAD STA MAST KYMS         APPROX. 9.3 KM 1891550.1 |
 DX4735| DX4712 SANTA ANA CITY TANK                 APPROX. 9.3 KM 1931358.4 |
 DX4735| CC3108 4 9 8 RM 2                           21.890 METERS 23731     |
 DX4735| CC3109 4 9 8 RM 3                           15.364 METERS 28449     |
 DX4735|---------------------------------------------------------------------|
 DX4735
 DX4735                          SUPERSEDED SURVEY CONTROL
 DX4735
 DX4735  NAD 83(1986)-  33 50 18.06949(N)    117 50 20.44439(W) AD(1984.00) 2
 DX4735  NAD 27      -  33 50 18.01440(N)    117 50 17.24230(W) AD(       ) 2
 DX4735  NGVD 29 (07/19/86)  106.18   (m)          348.4    (f) LEVELING    3  
 DX4735
 DX4735.Superseded values are not recommended for survey control.
 DX4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4735.See file dsdata.txt to determine how the superseded data were derived.
 DX4735
 DX4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2237244550(NAD 83)
 DX4735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4735
 DX4735  HISTORY     - Date     Condition        Report By
 DX4735  HISTORY     - 1974     MONUMENTED       CA-059
 DX4735
 DX4735                          STATION DESCRIPTION
 DX4735
 DX4735'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4735'THE STATION IS LOCATED ABOUT 0.25 MILE WEST OF THE NEWPORT
 DX4735'FREEWAY IN THE OLIVE ADDITION IN THE CITY OF ORANGE.
 DX4735'
 DX4735'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN AND OCEAN
 DX4735'VIEW AVENUES IN ORANGE, GO TWO BLOCKS NORTH AND TURN RIGHT (EAST)
 DX4735'ON BUENA VISTA STREET.  CONTINUE TO THE PARKING LOT AT THE END OF
 DX4735'THE STREET AND STATION LOCATION IN THE NORTHEAST CORNER OF LOT
 DX4735'USED FOR THE CITY OF ORANGE EISENHOWER PARK.
 DX4735'
 DX4735'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 4-9-8
 DX4735'1974.  THE SURFACE DISK IS SET IN TOP OF A CONCRETE CYLINDER THAT
 DX4735'IS FLUSH WITH THE PAVEMENT SURFACE.  THE UNDERGROUND MARK IS SET
 DX4735'IN THE TOP OF A CONCRETE BLOCK ABOUT 3 FEET BELOW THE GROUND
 DX4735'SURFACE.  THE MARK IS 11 FEET SOUTH OF THE NORTH PARKING RAIL AND
 DX4735'10 FEET WEST OF THE EAST RAIL.
 DX4735'
 DX4735'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4735'4-9-8 1974, IS SET IN TOP OF A CONCRETE CYLINDER.  THE MARK IS
 DX4735'LOCATED 2.0 FEET EAST OF EAST POWER POLE BUMPER RAIL AND 60.0 FEET
 DX4735'SOUTH OF THE NORTHEAST CORNER OF THE PARKING LOT.
 DX4735'
 DX4735'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4735'4-9-8 1974, IS SET IN TOP OF A CYLINDRICAL BLOCK OF CONCRETE.  THE
 DX4735'MARK IS LOCATED 2.0 FEET WEST OF THE WEST POWER POLE BUMPER RAIL
 DX4735'AND 5.5 FEET SOUTHEAST OF A LIGHT STANDARD.
 DX4735'
 DX4735'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4735'4-9-8 1974, IS SET IN TOP OF A CYLINDRICAL BLOCK OF CONCRETE.  THE
 DX4735'MARK IS LOCATED 8.0 FEET EAST OF THE NORTHWEST CORNER OF PARKING
 DX4735'LOT AND 2.5 FEET NORTH OF POWER POLE BUMPER RAIL.
 DX4735'
 DX4735'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI7592 ***********************************************************************
 AI7592  DESIGNATION -  4 90
 AI7592  PID         -  AI7592
 AI7592  STATE/COUNTY-  CA/SAN JOAQUIN
 AI7592  USGS QUAD   -  TRACY (1981)
 AI7592
 AI7592                         *CURRENT SURVEY CONTROL
 AI7592  ___________________________________________________________________
 AI7592* NAD 83(1986)-  37 43 57.     (N)    121 24 59.     (W)     SCALED    
 AI7592* NAVD 88     -        18.727  (meters)      61.44   (feet)  ADJUSTED  
 AI7592  ___________________________________________________________________
 AI7592  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AI7592  DYNAMIC HT  -          18.714 (meters)      61.40  (feet)  COMP
 AI7592  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 AI7592
 AI7592  VERT ORDER  -  FIRST     CLASS II
 AI7592
 AI7592.The horizontal coordinates were scaled from a topographic map and have
 AI7592.an estimated accuracy of +/- 6 seconds.
 AI7592
 AI7592.The orthometric height was determined by differential leveling
 AI7592.and adjusted in July 2002.
 AI7592.No vertical observational check was made to the station.
 AI7592
 AI7592.The geoid height was determined by GEOID03.
 AI7592
 AI7592.The dynamic height is computed by dividing the NAVD 88
 AI7592.geopotential number by the normal gravity value computed on the
 AI7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7592.degrees latitude (g = 980.6199 gals.).
 AI7592
 AI7592.The modeled gravity was interpolated from observed gravity values.
 AI7592
 AI7592;                    North         East    Units  Estimated Accuracy
 AI7592;SPC CA 3     -   637,180.    1,919,230.      MT  (+/- 180 meters Scaled)
 AI7592
 AI7592                          SUPERSEDED SURVEY CONTROL
 AI7592
 AI7592.No superseded survey control is available for this station.
 AI7592
 AI7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG395773(NAD 83)
 AI7592_MARKER: DD = SURVEY DISK
 AI7592_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AI7592_STAMPING: 4-90 RCE 23720
 AI7592_MARK LOGO: NONE  
 AI7592_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI7592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7592+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2000
 AI7592
 AI7592  HISTORY     - Date     Condition        Report By
 AI7592  HISTORY     - UNK      MONUMENTED       RBNF
 AI7592  HISTORY     - 20000623 GOOD             NGS
 AI7592
 AI7592                          STATION DESCRIPTION
 AI7592
 AI7592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI7592'IN TRACY, AT THE INTERSECTION OF MACARTHUR DRIVE AND LEAMON STREET,
 AI7592'11.8 M (38.7 FT) WEST OF THE DRIVE CENTERLINE, 0.3 M (1.0 FT) SOUTH OF
 AI7592'THE STREET CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AI7592'STREET.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A 12-INCH METAL
 AI7592'ACCESS COVER CAST MONUMENT.  THE MONUMENT IS ON THE STREET
 AI7592'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6172 ***********************************************************************
 EW6172  DESIGNATION -  4 A
 EW6172  PID         -  EW6172
 EW6172  STATE/COUNTY-  CA/VENTURA
 EW6172  USGS QUAD   -  POINT MUGU (1967)
 EW6172
 EW6172                         *CURRENT SURVEY CONTROL
 EW6172  ___________________________________________________________________
 EW6172* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6172* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 EW6172  ___________________________________________________________________
 EW6172  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6172
 EW6172.The horizontal coordinates were scaled from a topographic map and have
 EW6172.an estimated accuracy of +/- 6 seconds.
 EW6172
 EW6172.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6172.The vertical order pertains to the NGVD 29 superseded value.
 EW6172
 EW6172.The geoid height was determined by GEOID03.
 EW6172
 EW6172;                    North         East    Units  Estimated Accuracy
 EW6172;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6172
 EW6172                          SUPERSEDED SURVEY CONTROL
 EW6172
 EW6172  NGVD 29 (??/??/92)    6.875  (m)           22.56   (f) ADJ UNCH    2 0
 EW6172
 EW6172.Superseded values are not recommended for survey control.
 EW6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6172.See file dsdata.txt to determine how the superseded data were derived.
 EW6172
 EW6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6172_MARKER: Z = SEE DESCRIPTION
 EW6172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6172_SP_SET: STEEL PLATES
 EW6172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6172
 EW6172  HISTORY     - Date     Condition        Report By
 EW6172  HISTORY     - UNK      MONUMENTED       CGS
 EW6172  HISTORY     - 1960     GOOD             NGS
 EW6172
 EW6172                          STATION DESCRIPTION
 EW6172
 EW6172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6172'6 MI SE FROM OXNARD.
 EW6172'AT U.S. NAVAL AIR MISSILE TEST CENTER POINT MUGU.  2.0 MILES
 EW6172'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST ALONG
 EW6172'BEACH ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5 MILE
 EW6172'TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD.
 EW6172'THE MARK IS THE CENTER OF A CROSS FORMED BY TWO STEEL PLATES.
 EW6172'IT IS 120 FEET NORTHWEST OF THE SOUTHEAST END OF THE PAD AND 85
 EW6172'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1605 ***********************************************************************
 JT1605  DESIGNATION -  4 A
 JT1605  PID         -  JT1605
 JT1605  STATE/COUNTY-  CA/NAPA
 JT1605  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1605
 JT1605                         *CURRENT SURVEY CONTROL
 JT1605  ___________________________________________________________________
 JT1605* NAD 83(1986)-  38 12 52.     (N)    122 21 29.     (W)     SCALED    
 JT1605* NAVD 88     -         4.21   (+/-2cm)      13.8    (feet)  VERTCON   
 JT1605  ___________________________________________________________________
 JT1605  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1605  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1605
 JT1605.The horizontal coordinates were scaled from a topographic map and have
 JT1605.an estimated accuracy of +/- 6 seconds.
 JT1605
 JT1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1605.The vertical order pertains to the NGVD 29 superseded value.
 JT1605
 JT1605.The geoid height was determined by GEOID03.
 JT1605
 JT1605;                    North         East    Units  Estimated Accuracy
 JT1605;SPC CA 2     -   560,870.    1,968,640.      MT  (+/- 180 meters Scaled)
 JT1605
 JT1605                          SUPERSEDED SURVEY CONTROL
 JT1605
 JT1605  NGVD 29 (??/??/92)    3.47   (m)           11.4    (f) COMPUTED    1 1
 JT1605
 JT1605.Superseded values are not recommended for survey control.
 JT1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1605.See file dsdata.txt to determine how the superseded data were derived.
 JT1605
 JT1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH561298(NAD 83)
 JT1605_MARKER: DD = SURVEY DISK
 JT1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1605_SP_SET: CONCRETE POST
 JT1605_MARK LOGO: CA2330
 JT1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1605+STABILITY: SURFACE MOTION
 JT1605
 JT1605  HISTORY     - Date     Condition        Report By
 JT1605  HISTORY     - 1971     MONUMENTED       CA2330
 JT1605
 JT1605                          STATION DESCRIPTION
 JT1605
 JT1605'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1605'SOUTHERN PACIFIC RAILROAD TO SONOMA, 150 FT (45.7 M) WEST OF BENTLEY
 JT1605'WHARF, NORTH OF RIGHT-OF-WAY, A CONCRETE MONUMENT WITH METAL PLATE
 JT1605'INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0471 ***********************************************************************
 GU0471  DESIGNATION -  4 AA USGS
 GU0471  PID         -  GU0471
 GU0471  STATE/COUNTY-  CA/FRESNO
 GU0471  USGS QUAD   -  DOS PALOS (1984)
 GU0471
 GU0471                         *CURRENT SURVEY CONTROL
 GU0471  ___________________________________________________________________
 GU0471* NAD 83(1986)-  36 55 29.     (N)    120 39 14.     (W)     SCALED    
 GU0471* NAVD 88     -        41.53   (+/-2cm)     136.3    (feet)  VERTCON   
 GU0471  ___________________________________________________________________
 GU0471  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0471
 GU0471.The horizontal coordinates were scaled from a topographic map and have
 GU0471.an estimated accuracy of +/- 6 seconds.
 GU0471
 GU0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0471.The vertical order pertains to the NGVD 29 superseded value.
 GU0471
 GU0471.The geoid height was determined by GEOID03.
 GU0471
 GU0471;                    North         East    Units  Estimated Accuracy
 GU0471;SPC CA 4     -   677,850.    1,852,650.      MT  (+/- 180 meters Scaled)
 GU0471
 GU0471                          SUPERSEDED SURVEY CONTROL
 GU0471
 GU0471  NGVD 29 (??/??/92)   40.82   (m)          133.9    (f) COMPUTED    2 0
 GU0471
 GU0471.Superseded values are not recommended for survey control.
 GU0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0471.See file dsdata.txt to determine how the superseded data were derived.
 GU0471
 GU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF089890(NAD 83)
 GU0471_MARKER: DD = SURVEY DISK
 GU0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0471_SP_SET: BRIDGE CURBING
 GU0471_STAMPING: 4 AA 139 1954
 GU0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0471
 GU0471  HISTORY     - Date     Condition        Report By
 GU0471  HISTORY     - 1954     MONUMENTED       USGS
 GU0471  HISTORY     - 1955     GOOD             NGS
 GU0471  HISTORY     - 1967     GOOD             NGS
 GU0471
 GU0471                          STATION DESCRIPTION
 GU0471
 GU0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0471'2.4 MI N FROM ORO LOMA.
 GU0471'2.4 MILES NORTH ALONG RUSSELL AVENUE FROM CONCRETE BRIDGE 97.68
 GU0471'AT ORO LOMA, AT A CONCRETE BRIDGE OVER THE SAN JOAQUIN AND KINGS
 GU0471'RIVER UPPER CANAL, IN THE TOP OF THE NORTHWEST CONCRETE CURBING,
 GU0471'2.8 FEET NORTHEAST OF THE SOUTHWEST END, 13.8 FEET NORTHWEST OF THE
 GU0471'CENTER LINE OF THE AVENUE, AND 1.0 FOOT ABOVE THE AVENUE.
 GU0471
 GU0471                          STATION RECOVERY (1967)
 GU0471
 GU0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GU0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6165 ***********************************************************************
 EW6165  DESIGNATION -  4 B
 EW6165  PID         -  EW6165
 EW6165  STATE/COUNTY-  CA/VENTURA
 EW6165  USGS QUAD   -  POINT MUGU (1967)
 EW6165
 EW6165                         *CURRENT SURVEY CONTROL
 EW6165  ___________________________________________________________________
 EW6165* NAD 83(1986)-  34 06 23.     (N)    119 07 43.     (W)     SCALED    
 EW6165* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 EW6165  ___________________________________________________________________
 EW6165  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6165
 EW6165.The horizontal coordinates were scaled from a topographic map and have
 EW6165.an estimated accuracy of +/- 6 seconds.
 EW6165
 EW6165.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6165.The vertical order pertains to the NGVD 29 superseded value.
 EW6165
 EW6165.The geoid height was determined by GEOID03.
 EW6165
 EW6165;                    North         East    Units  Estimated Accuracy
 EW6165;SPC CA 5     -   567,850.    1,895,870.      MT  (+/- 180 meters Scaled)
 EW6165
 EW6165                          SUPERSEDED SURVEY CONTROL
 EW6165
 EW6165  NGVD 29 (??/??/92)    6.856  (m)           22.49   (f) ADJ UNCH    2 0
 EW6165
 EW6165.Superseded values are not recommended for survey control.
 EW6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6165.See file dsdata.txt to determine how the superseded data were derived.
 EW6165
 EW6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT036759(NAD 83)
 EW6165_MARKER: Z = SEE DESCRIPTION
 EW6165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6165_SP_SET: STEEL PLATES
 EW6165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6165
 EW6165  HISTORY     - Date     Condition        Report By
 EW6165  HISTORY     - UNK      MONUMENTED       CGS
 EW6165  HISTORY     - 1960     GOOD             NGS
 EW6165
 EW6165                          STATION DESCRIPTION
 EW6165
 EW6165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6165'6 MI SE FROM OXNARD.
 EW6165'AT U.S. NAVAL AIR MISSILE TEST CENTER POIN MUGU. 2.0 MILES
 EW6165'SOUTH ALONG THE MAIN TRAVELED ROAD FROM GATE 1.  TURN WEST ALONG
 EW6165'BEACH ROAD FOR 1.6 MILES TO L AVENUE.  TURN NORTH FOR 0.5 MILE
 EW6165'TO 16TH STREET, THENCE WEST FOR 0.1 MILE TO CENTRAL LAUNCH PAD.
 EW6165'THE MARK IS THE CENTER OF A CROSS FORMED BY TWO STEEL PLATES.
 EW6165'IT IS 85 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAD AND
 EW6165'40 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1606 ***********************************************************************
 JT1606  DESIGNATION -  4 B
 JT1606  PID         -  JT1606
 JT1606  STATE/COUNTY-  CA/NAPA
 JT1606  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1606
 JT1606                         *CURRENT SURVEY CONTROL
 JT1606  ___________________________________________________________________
 JT1606* NAD 83(1986)-  38 12 49.     (N)    122 20 53.     (W)     SCALED    
 JT1606* NAVD 88     -         5.25   (+/-2cm)      17.2    (feet)  VERTCON   
 JT1606  ___________________________________________________________________
 JT1606  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1606  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1606
 JT1606.The horizontal coordinates were scaled from a topographic map and have
 JT1606.an estimated accuracy of +/- 6 seconds.
 JT1606
 JT1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1606.The vertical order pertains to the NGVD 29 superseded value.
 JT1606
 JT1606.The geoid height was determined by GEOID03.
 JT1606
 JT1606;                    North         East    Units  Estimated Accuracy
 JT1606;SPC CA 2     -   560,770.    1,969,520.      MT  (+/- 180 meters Scaled)
 JT1606
 JT1606                          SUPERSEDED SURVEY CONTROL
 JT1606
 JT1606  NGVD 29 (??/??/92)    4.52   (m)           14.8    (f) COMPUTED    1 1
 JT1606
 JT1606.Superseded values are not recommended for survey control.
 JT1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1606.See file dsdata.txt to determine how the superseded data were derived.
 JT1606
 JT1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH570297(NAD 83)
 JT1606_MARKER: DD = SURVEY DISK
 JT1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1606_SP_SET: CONCRETE POST
 JT1606_MARK LOGO: CA2330
 JT1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1606+STABILITY: SURFACE MOTION
 JT1606
 JT1606  HISTORY     - Date     Condition        Report By
 JT1606  HISTORY     - 1971     MONUMENTED       CA2330
 JT1606
 JT1606                          STATION DESCRIPTION
 JT1606
 JT1606'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1606'SOUTHERN PACIFIC RAILROAD TO SONOMA, 1000 FT (304.8 M) EAST OF BENTLEY
 JT1606'WHARF, NORTH OF RIGHT OF WAY, A CONCRETE MONUMENT WITH A METAL PLATE
 JT1606'INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1607 ***********************************************************************
 JT1607  DESIGNATION -  4 C
 JT1607  PID         -  JT1607
 JT1607  STATE/COUNTY-  CA/NAPA
 JT1607  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1607
 JT1607                         *CURRENT SURVEY CONTROL
 JT1607  ___________________________________________________________________
 JT1607* NAD 83(1986)-  38 12 51.     (N)    122 20 06.     (W)     SCALED    
 JT1607* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 JT1607  ___________________________________________________________________
 JT1607  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1607  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1607
 JT1607.The horizontal coordinates were scaled from a topographic map and have
 JT1607.an estimated accuracy of +/- 6 seconds.
 JT1607
 JT1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1607.The vertical order pertains to the NGVD 29 superseded value.
 JT1607
 JT1607.The geoid height was determined by GEOID03.
 JT1607
 JT1607;                    North         East    Units  Estimated Accuracy
 JT1607;SPC CA 2     -   560,830.    1,970,660.      MT  (+/- 180 meters Scaled)
 JT1607
 JT1607                          SUPERSEDED SURVEY CONTROL
 JT1607
 JT1607  NGVD 29 (??/??/92)    2.78   (m)            9.1    (f) COMPUTED    1 1
 JT1607
 JT1607.Superseded values are not recommended for survey control.
 JT1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1607.See file dsdata.txt to determine how the superseded data were derived.
 JT1607
 JT1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH582297(NAD 83)
 JT1607_MARKER: DD = SURVEY DISK
 JT1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1607_SP_SET: CONCRETE POST
 JT1607_MARK LOGO: CA2330
 JT1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1607+STABILITY: SURFACE MOTION
 JT1607
 JT1607  HISTORY     - Date     Condition        Report By
 JT1607  HISTORY     - 1971     MONUMENTED       CA2330
 JT1607
 JT1607                          STATION DESCRIPTION
 JT1607
 JT1607'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1607'SOUTHERN PACIFIC RAILROAD TO SONOMA, 700 FT (213.4 M) WEST OF BUCHLI
 JT1607'STA, WEST OF BOC CULVERT, SOUTH OF RIGHT-OF-WAY, A CONCRETE MONUMENT
 JT1607'WITH METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1460 ***********************************************************************
 EW1460  DESIGNATION -  4 C C OF LA
 EW1460  PID         -  EW1460
 EW1460  STATE/COUNTY-  CA/LOS ANGELES
 EW1460  USGS QUAD   -  HOLLYWOOD (1994)
 EW1460
 EW1460                         *CURRENT SURVEY CONTROL
 EW1460  ___________________________________________________________________
 EW1460* NAD 83(1986)-  34 03 43.     (N)    118 20 04.     (W)     SCALED    
 EW1460* NAVD 88     -        65.16   (+/-2cm)     213.8    (feet)  VERTCON   
 EW1460  ___________________________________________________________________
 EW1460  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW1460  VERT ORDER  -  THIRD (See Below)
 EW1460
 EW1460.The horizontal coordinates were scaled from a topographic map and have
 EW1460.an estimated accuracy of +/- 6 seconds.
 EW1460
 EW1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1460.The vertical order pertains to the NGVD 29 superseded value.
 EW1460
 EW1460.The geoid height was determined by GEOID03.
 EW1460
 EW1460;                    North         East    Units  Estimated Accuracy
 EW1460;SPC CA 5     -   562,390.    1,969,130.      MT  (+/- 180 meters Scaled)
 EW1460
 EW1460                          SUPERSEDED SURVEY CONTROL
 EW1460
 EW1460  NGVD 29 (??/??/??)   64.39   (m)          211.3    (f) RESET       3  
 EW1460
 EW1460.Superseded values are not recommended for survey control.
 EW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1460.See file dsdata.txt to determine how the superseded data were derived.
 EW1460
 EW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768698(NAD 83)
 EW1460_MARKER: DD = SURVEY DISK
 EW1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1460_STAMPING: 211.33 4-C
 EW1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1460+STABILITY: SURFACE MOTION
 EW1460
 EW1460  HISTORY     - Date     Condition        Report By
 EW1460  HISTORY     - UNK      MONUMENTED       CA1980
 EW1460  HISTORY     - 1945     GOOD             NGS
 EW1460  HISTORY     - 1964     GOOD             NGS
 EW1460
 EW1460                          STATION DESCRIPTION
 EW1460
 EW1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1460'AT LOS ANGELES.
 EW1460'AT LOS ANGELES AT THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1460'JUNE STREET, 7.0 FEET NORTH OF THE NORTH CURB OF WILSHIRE
 EW1460'BOULEVARD, 76.0 FEET WEST OF CENTERLINE OF JUNE STREET (NORTH
 EW1460'OF WILSHIRE BOULEVARD), 7.2 FEET NORTHWEST OF TRAFFIC SIGNAL
 EW1460'LIGHT POST CENTERLINE, 11.0 FEET NORTHEAST OF FIRE ALARM STATION
 EW1460'3634, AND 1.0 FOOT SOUTH OF SOUTH EDGE OF SIDEWALK.  MARK
 EW1460'IS LEVEL WITH SIDEWALK.  A CITY OF LOS ANGELES STANDARD DISK,
 EW1460'STAMPED 211.33 4 C AND SET IN THE TOP OF A CONCRETE POST.
 EW1460
 EW1460                          STATION RECOVERY (1964)
 EW1460
 EW1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3496 ***********************************************************************
 EW3496  DESIGNATION -  4 C LINE CADWR
 EW3496  PID         -  EW3496
 EW3496  STATE/COUNTY-  CA/KERN
 EW3496  USGS QUAD   -  PASTORIA CREEK (1991)
 EW3496
 EW3496                         *CURRENT SURVEY CONTROL
 EW3496  ___________________________________________________________________
 EW3496* NAD 83(1986)-  34 52 57.     (N)    118 45 58.     (W)     SCALED    
 EW3496* NAVD 88     -      1067.09   (+/-2cm)    3500.9    (feet)  VERTCON   
 EW3496  ___________________________________________________________________
 EW3496  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EW3496  VERT ORDER  -  FIRST     CLASS 0 (See Below)
 EW3496
 EW3496.The horizontal coordinates were scaled from a topographic map and have
 EW3496.an estimated accuracy of +/- 6 seconds.
 EW3496
 EW3496.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3496.The vertical order pertains to the NGVD 29 superseded value.
 EW3496
 EW3496.The geoid height was determined by GEOID03.
 EW3496
 EW3496;                    North         East    Units  Estimated Accuracy
 EW3496;SPC CA 5     -   653,620.    1,929,970.      MT  (+/- 180 meters Scaled)
 EW3496
 EW3496                          SUPERSEDED SURVEY CONTROL
 EW3496
 EW3496  NGVD 29 (??/??/92) 1066.207  (m)         3498.05   (f) ADJ UNCH    1 0
 EW3496
 EW3496.Superseded values are not recommended for survey control.
 EW3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3496.See file dsdata.txt to determine how the superseded data were derived.
 EW3496
 EW3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU386614(NAD 83)
 EW3496_MARKER: DD = SURVEY DISK
 EW3496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3496_SP_SET: CONCRETE MASS
 EW3496_STAMPING: 4 C LINE ONLY 1966
 EW3496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3496
 EW3496  HISTORY     - Date     Condition        Report By
 EW3496  HISTORY     - 1966     MONUMENTED       CADWR
 EW3496  HISTORY     - 1972     GOOD             NGS
 EW3496  HISTORY     - 1975     GOOD             NGS
 EW3496  HISTORY     - 1978     GOOD             NGS
 EW3496
 EW3496                          STATION DESCRIPTION
 EW3496
 EW3496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EW3496'8.4 MI E FROM LEBEC.
 EW3496'0.45 MILE NORTH ALONG AN ASPHALT ROAD FROM THE KERN COUNTY FIRE
 EW3496'STATION AT LEBEC, THENCE 6.7 MILES EAST ALONG AN ASPHALT ROAD
 EW3496'TO A FORK.  BEAR RIGHT, CONTINUE EAST ON AN ASPHALT ROAD FOR
 EW3496'0.45 MILE TO THE END OF THE PAVEMENT AND A PARKING AREA.
 EW3496'CONTINUE EAST ON A TRACK ROAD FOR 0.1 MILE, THENCE 0.65 MILE
 EW3496'SOUTH ALONG A BLADED ROAD TO THE TOP OF A KNOLL AND THE MARK,
 EW3496'180.5 FEET SOUTH OF BM V 1138, 34 FEET WEST OF THE CENTER OF A
 EW3496'CROSSROAD, 7 FEET SOUTHWEST OF OFFSET 7 FT. (DWR) AND LOCATED
 EW3496'NEAR THE CENTER OF 2 METAL WITNESS POST.  THE MARK IS A
 EW3496'CALIFORNIA DEPARTMENT OF WATER RESOURCES DISK, SET IN THE TOP OF
 EW3496'AN IRREGULAR MASS OF CONCRETE 6 INCHES BELOW THE GROUND SURFACE.
 EW3496
 EW3496                          STATION RECOVERY (1975)
 EW3496
 EW3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EW3496'RECOVERED IN GOOD CONDITION.
 EW3496
 EW3496                          STATION RECOVERY (1978)
 EW3496
 EW3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1763 ***********************************************************************
 HT1763  DESIGNATION -  4 C OF SR
 HT1763  PID         -  HT1763
 HT1763  STATE/COUNTY-  CA/MARIN
 HT1763  USGS QUAD   -  SAN RAFAEL (1995)
 HT1763
 HT1763                         *CURRENT SURVEY CONTROL
 HT1763  ___________________________________________________________________
 HT1763* NAD 83(1986)-  37 58 22.     (N)    122 31 38.     (W)     SCALED    
 HT1763* NAVD 88     -         6.64   (+/-2cm)      21.8    (feet)  VERTCON   
 HT1763  ___________________________________________________________________
 HT1763  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HT1763  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1763
 HT1763.The horizontal coordinates were scaled from a topographic map and have
 HT1763.an estimated accuracy of +/- 6 seconds.
 HT1763
 HT1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1763.The vertical order pertains to the NGVD 29 superseded value.
 HT1763
 HT1763.The geoid height was determined by GEOID03.
 HT1763
 HT1763;                    North         East    Units  Estimated Accuracy
 HT1763;SPC CA 3     -   665,380.    1,821,900.      MT  (+/- 180 meters Scaled)
 HT1763
 HT1763                          SUPERSEDED SURVEY CONTROL
 HT1763
 HT1763  NGVD 29 (??/??/92)    5.828  (m)           19.12   (f) ADJ UNCH    1 2
 HT1763
 HT1763.Superseded values are not recommended for survey control.
 HT1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1763.See file dsdata.txt to determine how the superseded data were derived.
 HT1763
 HT1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH415029(NAD 83)
 HT1763_MARKER: Z = SEE DESCRIPTION
 HT1763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1763_SP_SET: FIRE HYDRANT
 HT1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1763
 HT1763  HISTORY     - Date     Condition        Report By
 HT1763  HISTORY     - UNK      MONUMENTED       CA3410
 HT1763  HISTORY     - 1951     GOOD             NGS
 HT1763  HISTORY     - 1964     GOOD             NGS
 HT1763
 HT1763                          STATION DESCRIPTION
 HT1763
 HT1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1763'AT SAN RAFAEL.
 HT1763'AT SAN RAFAEL, AT THE INTERSECTION OF FOURTH AND COURT STREETS,
 HT1763'14.5 FEET WEST OF THE PROLONGATION OF THE WEST CURB OF COURT
 HT1763'STREET, 1.3 FEET NORTH OF THE NORTH CURB OF FOURTH STREET,
 HT1763'AT THE TOP OF A FIRE HYDRANT.
 HT1763
 HT1763                          STATION RECOVERY (1964)
 HT1763
 HT1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HT1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0839 ***********************************************************************
 GU0839  DESIGNATION -  4 C USGS
 GU0839  PID         -  GU0839
 GU0839  STATE/COUNTY-  CA/FRESNO
 GU0839  USGS QUAD   -  LEVIS (1984)
 GU0839
 GU0839                         *CURRENT SURVEY CONTROL
 GU0839  ___________________________________________________________________
 GU0839* NAD 83(1986)-  36 30 53.     (N)    120 23 22.     (W)     SCALED    
 GU0839* NAVD 88     -       119.62   (+/-2cm)     392.5    (feet)  VERTCON   
 GU0839  ___________________________________________________________________
 GU0839  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 GU0839  VERT ORDER  -  THIRD (See Below)
 GU0839
 GU0839.The horizontal coordinates were scaled from a topographic map and have
 GU0839.an estimated accuracy of +/- 6 seconds.
 GU0839
 GU0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0839.The vertical order pertains to the NGVD 29 superseded value.
 GU0839
 GU0839.The geoid height was determined by GEOID03.
 GU0839
 GU0839;                    North         East    Units  Estimated Accuracy
 GU0839;SPC CA 4     -   631,990.    1,875,550.      MT  (+/- 180 meters Scaled)
 GU0839
 GU0839                          SUPERSEDED SURVEY CONTROL
 GU0839
 GU0839  NGVD 29 (??/??/??)  118.77   (m)          389.7    (f) RESET       3  
 GU0839
 GU0839.Superseded values are not recommended for survey control.
 GU0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0839.See file dsdata.txt to determine how the superseded data were derived.
 GU0839
 GU0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF337442(NAD 83)
 GU0839_MARKER: B = BOLT
 GU0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0839+STABILITY: SURFACE MOTION
 GU0839
 GU0839  HISTORY     - Date     Condition        Report By
 GU0839  HISTORY     - UNK      MONUMENTED       USGS
 GU0839  HISTORY     - 1957     GOOD             NGS
 GU0839  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0839
 GU0839                          STATION DESCRIPTION
 GU0839
 GU0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU0839'16.6 MI S FROM MENDOTA.
 GU0839'0.7 MILE SOUTHWEST ALONG SEVENTH STREET FROM THE SOUTHERN
 GU0839'PACIFIC COMPANY RAILROAD STATION AT MENDOTA, THENCE 15.9 MILES
 GU0839'SOUTH ALONG STATE HIGHWAY 33, IN R 14 E, T 16 S, S 25, AT U.S.
 GU0839'GEOLOGICAL SURVEY SHALLOW SUBSIDENCE TEST PLOT C, 0.1 MILE
 GU0839'SOUTHWEST OF THE INTERSECTION OF CONEJO AVENUE, 444 FEET WEST
 GU0839'OF THE CENTER LINE OF THE HIGHWAY, 938 FEET SOUTH OF THE CENTER
 GU0839'LINE OF THE AVENUE, 485 FEET SOUTH OF THE CENTER ROD OF THE
 GU0839'TEST PLOT, 151 FEET SOUTH OF BENCH MARK 3 C (USGS), AND SET IN
 GU0839'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GU0839
 GU0839                          STATION RECOVERY (1963)
 GU0839
 GU0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0617 ***********************************************************************
 DY0617  DESIGNATION -  4 CAHD
 DY0617  PID         -  DY0617
 DY0617  STATE/COUNTY-  CA/LOS ANGELES
 DY0617  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0617
 DY0617                         *CURRENT SURVEY CONTROL
 DY0617  ___________________________________________________________________
 DY0617* NAD 83(1986)-  33 46 32.     (N)    118 06 55.     (W)     SCALED    
 DY0617* NAVD 88     -        23.18   (+/-2cm)      76.0    (feet)  VERTCON   
 DY0617  ___________________________________________________________________
 DY0617  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY0617  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0617
 DY0617.The horizontal coordinates were scaled from a topographic map and have
 DY0617.an estimated accuracy of +/- 6 seconds.
 DY0617
 DY0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0617.The vertical order pertains to the NGVD 29 superseded value.
 DY0617
 DY0617.The geoid height was determined by GEOID03.
 DY0617
 DY0617;                    North         East    Units  Estimated Accuracy
 DY0617;SPC CA 5     -   530,570.    1,989,320.      MT  (+/- 180 meters Scaled)
 DY0617
 DY0617                          SUPERSEDED SURVEY CONTROL
 DY0617
 DY0617  NGVD 29 (??/??/92)   22.430  (m)           73.59   (f) ADJ UNCH    1 2
 DY0617
 DY0617.Superseded values are not recommended for survey control.
 DY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0617.See file dsdata.txt to determine how the superseded data were derived.
 DY0617
 DY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT967378(NAD 83)
 DY0617_MARKER: DD = SURVEY DISK
 DY0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0617+STABILITY: SURFACE MOTION
 DY0617
 DY0617  HISTORY     - Date     Condition        Report By
 DY0617  HISTORY     - UNK      MONUMENTED       CADH
 DY0617  HISTORY     - 1955     GOOD             NGS
 DY0617  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0617  HISTORY     - 20061226 MARK NOT FOUND   GEOCAC
 DY0617
 DY0617                          STATION DESCRIPTION
 DY0617
 DY0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0617'AT LONG BEACH.
 DY0617'AT LONG BEACH, 0.2 MILE EAST ALONG STATE HIGHWAY 22 (SEVENTH
 DY0617'STREET) FROM THE SEVENTH STREET ENTRANCE TO THE VETERANS
 DY0617'ADMINISTRATION HOSPITAL, AT THE EAST END OF THE CONCRETE WALL ALONG
 DY0617'THE SOUTH BOUNDARY OF HOSPITAL GROUNDS, 31 1/2 FEET NORTH OF THE
 DY0617'CENTER LINE OF THE STREET, 4.6 FEET SOUTHWEST OF THE SOUTHEAST
 DY0617'CORNER OF THE CONCRETE WALL, 4 FEET NORTH OF A PEPPER TREE, 3.3
 DY0617'FEET SOUTH OF THE SOUTH FACE OF THE WALL, 3 1/2 FEET WEST OF A
 DY0617'TELEPHONE POLE, ABOUT 1 1/2 FEET LOWER THAN THE STREET, 1.0
 DY0617'FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 DY0617
 DY0617                          STATION RECOVERY (1961)
 DY0617
 DY0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0617'MARK NOT FOUND.
 DY0617
 DY0617                          STATION RECOVERY (2006)
 DY0617
 DY0617'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0617'THIS MARK WAS PREVIOUSLY REPORTED IN 1961 AS NOT FOUND.  A DILIGENT
 DY0617'SEARCH FAILED TO REVEAL ANY SIGN OF THIS MARK.  IT WOULD APPEAR THAT
 DY0617'THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0623 ***********************************************************************
 KS0623  DESIGNATION -  4 CAHD
 KS0623  PID         -  KS0623
 KS0623  STATE/COUNTY-  CA/BUTTE
 KS0623  USGS QUAD   -  PULGA (1994)
 KS0623
 KS0623                         *CURRENT SURVEY CONTROL
 KS0623  ___________________________________________________________________
 KS0623* NAD 83(1986)-  39 45 27.     (N)    121 28 52.     (W)     SCALED    
 KS0623* NAVD 88     -       649.263  (meters)    2130.12   (feet)  ADJUSTED  
 KS0623  ___________________________________________________________________
 KS0623  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 KS0623  DYNAMIC HT  -         648.817 (meters)    2128.66  (feet)  COMP
 KS0623  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 KS0623
 KS0623  VERT ORDER  -  FIRST     CLASS II
 KS0623
 KS0623.The horizontal coordinates were scaled from a topographic map and have
 KS0623.an estimated accuracy of +/- 6 seconds.
 KS0623
 KS0623.The orthometric height was determined by differential leveling
 KS0623.and adjusted in June 1991.
 KS0623
 KS0623.The geoid height was determined by GEOID03.
 KS0623
 KS0623.The dynamic height is computed by dividing the NAVD 88
 KS0623.geopotential number by the normal gravity value computed on the
 KS0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0623.degrees latitude (g = 980.6199 gals.).
 KS0623
 KS0623.The modeled gravity was interpolated from observed gravity values.
 KS0623
 KS0623;                    North         East    Units  Estimated Accuracy
 KS0623;SPC CA 2     -   732,230.    2,044,470.      MT  (+/- 180 meters Scaled)
 KS0623
 KS0623                          SUPERSEDED SURVEY CONTROL
 KS0623
 KS0623  NGVD 29 (??/??/??)  648.500  (m)         2127.62   (f) ADJUSTED    1 2
 KS0623
 KS0623.Superseded values are not recommended for survey control.
 KS0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0623.See file dsdata.txt to determine how the superseded data were derived.
 KS0623
 KS0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK301019(NAD 83)
 KS0623_MARKER: DD = SURVEY DISK
 KS0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0623_SP_SET: CULVERT
 KS0623_STAMPING: 2135.11 4
 KS0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0623
 KS0623  HISTORY     - Date     Condition        Report By
 KS0623  HISTORY     - UNK      MONUMENTED       CADH
 KS0623  HISTORY     - 1952     GOOD             NGS
 KS0623  HISTORY     - 1974     GOOD             USGS
 KS0623  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0623
 KS0623                          STATION DESCRIPTION
 KS0623
 KS0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0623'4.8 MI SW FROM PULGA.
 KS0623'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0623'PULGA, THENCE 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 24,
 KS0623'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE WALL OF
 KS0623'A SQUARE CONCRETE BOX CULVERT NO. C 87+33, 15 1/2 FEET NORTHWEST
 KS0623'OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT SOUTH OF THE NORTH
 KS0623'EDGE OF THE NORTH CONCRETE WALL OF THE CULVERT, ABOUT LEVEL WITH
 KS0623'THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY
 KS0623'40 ALTERNATE.  NOTE-- 1974 U.S. HIGHWAY 40 IS NOW STATE HIGHWAY
 KS0623'70.
 KS0623
 KS0623                          STATION RECOVERY (1974)
 KS0623
 KS0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0623'RECOVERED IN GOOD CONDITION.
 KS0623
 KS0623                          STATION RECOVERY (2004)
 KS0623
 KS0623'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1044 ***********************************************************************
 DC1044  DESIGNATION -  4 CSPC=18.7
 DC1044  PID         -  DC1044
 DC1044  STATE/COUNTY-  CA/SAN DIEGO
 DC1044  USGS QUAD   -  LA JOLLA (1975)
 DC1044
 DC1044                         *CURRENT SURVEY CONTROL
 DC1044  ___________________________________________________________________
 DC1044* NAD 83(1986)-  32 45 34.     (N)    117 12 08.     (W)     SCALED    
 DC1044* NAVD 88     -         6.34   (+/-2cm)      20.8    (feet)  VERTCON   
 DC1044  ___________________________________________________________________
 DC1044  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DC1044  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1044
 DC1044.The horizontal coordinates were scaled from a topographic map and have
 DC1044.an estimated accuracy of +/- 6 seconds.
 DC1044
 DC1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1044.The vertical order pertains to the NGVD 29 superseded value.
 DC1044
 DC1044.The geoid height was determined by GEOID03.
 DC1044
 DC1044;                    North         East    Units  Estimated Accuracy
 DC1044;SPC CA 6     -   566,150.    1,910,770.      MT  (+/- 180 meters Scaled)
 DC1044
 DC1044                          SUPERSEDED SURVEY CONTROL
 DC1044
 DC1044  NGVD 29 (??/??/??)    5.702  (m)           18.71   (f) ADJUSTED    1 2
 DC1044
 DC1044.Superseded values are not recommended for survey control.
 DC1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1044.See file dsdata.txt to determine how the superseded data were derived.
 DC1044
 DC1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS810246(NAD 83)
 DC1044_MARKER: Z = SEE DESCRIPTION
 DC1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC1044_SP_SET: BRIDGE ABUTMENT
 DC1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1044
 DC1044  HISTORY     - Date     Condition        Report By
 DC1044  HISTORY     - UNK      MONUMENTED       CASPC
 DC1044  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1044  HISTORY     - 1967     MARK NOT FOUND   CASPC
 DC1044
 DC1044                          STATION DESCRIPTION
 DC1044
 DC1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1044'3.5 MI NW FROM SAN DIEGO.
 DC1044'A BRASS PLUG, SET IN THE TOP OF THE CONCRETE ABUTMENT AT THE
 DC1044'SOUTHWEST CORNER OF THE SOUTH END OF THE ATCHISON, TOPEKA AND
 DC1044'SANTA FE RAILWAY BRIDGE OVER SAN DIEGO RIVER.  NOTE-- THE CONCRETE
 DC1044'ABUTMENT HAS BEEN REBUILT.  THE MARK IS PROBABLY COVERED WITH
 DC1044'CONCRETE.  NOTE-- PREVIOUSLY DESIGNATED 4 (CP PC) = 18.7 (AT AND SF
 DC1044'RY)
 DC1044
 DC1044                          STATION RECOVERY (1967)
 DC1044
 DC1044'RECOVERY NOTE BY CALIFORNIA STATE PARKS COMMISSION 1967
 DC1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1608 ***********************************************************************
 JT1608  DESIGNATION -  4 D
 JT1608  PID         -  JT1608
 JT1608  STATE/COUNTY-  CA/NAPA
 JT1608  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1608
 JT1608                         *CURRENT SURVEY CONTROL
 JT1608  ___________________________________________________________________
 JT1608* NAD 83(1986)-  38 12 54.     (N)    122 19 34.     (W)     SCALED    
 JT1608* NAVD 88     -         3.54   (+/-2cm)      11.6    (feet)  VERTCON   
 JT1608  ___________________________________________________________________
 JT1608  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1608  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1608
 JT1608.The horizontal coordinates were scaled from a topographic map and have
 JT1608.an estimated accuracy of +/- 6 seconds.
 JT1608
 JT1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1608.The vertical order pertains to the NGVD 29 superseded value.
 JT1608
 JT1608.The geoid height was determined by GEOID03.
 JT1608
 JT1608;                    North         East    Units  Estimated Accuracy
 JT1608;SPC CA 2     -   560,920.    1,971,440.      MT  (+/- 180 meters Scaled)
 JT1608
 JT1608                          SUPERSEDED SURVEY CONTROL
 JT1608
 JT1608  NGVD 29 (??/??/92)    2.82   (m)            9.3    (f) COMPUTED    1 1
 JT1608
 JT1608.Superseded values are not recommended for survey control.
 JT1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1608.See file dsdata.txt to determine how the superseded data were derived.
 JT1608
 JT1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH589298(NAD 83)
 JT1608_MARKER: DD = SURVEY DISK
 JT1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1608_SP_SET: CONCRETE POST
 JT1608_MARK LOGO: CA2330
 JT1608_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1608+STABILITY: SURFACE MOTION
 JT1608
 JT1608  HISTORY     - Date     Condition        Report By
 JT1608  HISTORY     - 1971     MONUMENTED       CA2330
 JT1608
 JT1608                          STATION DESCRIPTION
 JT1608
 JT1608'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1608'SOUTHERN PACIFIC RAILROAD TO SONOMA, 2200 FT (670.6 M) EAST OF BUCHLI
 JT1608'STA, EAST GATE, NORTH RIGHT-OF-WAY, A CONCRETE MONUMENT WITH A METAL
 JT1608'PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7032 ***********************************************************************
 EW7032  DESIGNATION -  4 DBK
 EW7032  PID         -  EW7032
 EW7032  STATE/COUNTY-  CA/LOS ANGELES
 EW7032  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW7032
 EW7032                         *CURRENT SURVEY CONTROL
 EW7032  ___________________________________________________________________
 EW7032* NAD 83(1986)-  34 41 45.     (N)    118 47 31.     (W)     SCALED    
 EW7032* NAVD 88     -       836.349  (meters)    2743.92   (feet)  ADJUSTED  
 EW7032  ___________________________________________________________________
 EW7032  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EW7032  DYNAMIC HT  -         835.361 (meters)    2740.68  (feet)  COMP
 EW7032  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 EW7032
 EW7032  VERT ORDER  -  FIRST     CLASS II
 EW7032
 EW7032.The horizontal coordinates were scaled from a topographic map and have
 EW7032.an estimated accuracy of +/- 6 seconds.
 EW7032
 EW7032.The orthometric height was determined by differential leveling
 EW7032.and adjusted in June 1991.
 EW7032
 EW7032.The geoid height was determined by GEOID03.
 EW7032
 EW7032.The dynamic height is computed by dividing the NAVD 88
 EW7032.geopotential number by the normal gravity value computed on the
 EW7032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW7032.degrees latitude (g = 980.6199 gals.).
 EW7032
 EW7032.The modeled gravity was interpolated from observed gravity values.
 EW7032
 EW7032;                    North         East    Units  Estimated Accuracy
 EW7032;SPC CA 5     -   632,930.    1,927,450.      MT  (+/- 180 meters Scaled)
 EW7032
 EW7032                          SUPERSEDED SURVEY CONTROL
 EW7032
 EW7032.No superseded survey control is available for this station.
 EW7032
 EW7032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU358407(NAD 83)
 EW7032_MARKER: DB = BENCH MARK DISK
 EW7032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW7032_SP_SET: CENTER OF CONCRETE DITCH
 EW7032_STAMPING: 4 DBK 1983
 EW7032_MARK LOGO: USGS  
 EW7032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW7032+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2007
 EW7032
 EW7032  HISTORY     - Date     Condition        Report By
 EW7032  HISTORY     - 1983     MONUMENTED       USGS
 EW7032  HISTORY     - 1984     GOOD             NGS
 EW7032  HISTORY     - 1985     GOOD             NGS
 EW7032  HISTORY     - 1986     GOOD             NGS
 EW7032  HISTORY     - 1987     GOOD             NGS
 EW7032  HISTORY     - 20071229 GOOD             GEOCAC
 EW7032
 EW7032                          STATION DESCRIPTION
 EW7032
 EW7032'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 EW7032'9.6 MI SE FROM GORMAN.
 EW7032'GORMAN, 8.4 MI SOUTH OF, ALONG INTERSTATE 5 FREEWAY TO HUNGRY VALLEY
 EW7032'OFF RAMP, THENCE 0.1 MI WEST ON COPCO AVENUE TO HUNGRY VALLEY ROAD,
 EW7032'THENCE 0.7 MI SOUTH ALONG HUNGRY VALLEY ROAD (OLD 99).  21.0 FT EAST
 EW7032'OF CONCRETE AQUEDUCT ACCESS.  3 FT EAST OF FENCE, 15.0 FT SOUTH OF
 EW7032'NORTHERN END OF CONCRETE DRAINAGE DITCH.
 EW7032
 EW7032                          STATION RECOVERY (1984)
 EW7032
 EW7032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW7032'RECOVERED IN GOOD CONDITION.
 EW7032
 EW7032                          STATION RECOVERY (1985)
 EW7032
 EW7032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW7032'RECOVERED IN GOOD CONDITION.
 EW7032
 EW7032                          STATION RECOVERY (1986)
 EW7032
 EW7032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW7032'RECOVERED IN GOOD CONDITION.
 EW7032
 EW7032                          STATION RECOVERY (1987)
 EW7032
 EW7032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW7032'RECOVERED IN GOOD CONDITION.
 EW7032
 EW7032                          STATION RECOVERY (2007)
 EW7032
 EW7032'RECOVERY NOTE BY GEOCACHING 2007 (DMS)
 EW7032'UPDATED DIRECTIONS, FROM TOWN OF GORMAN TRAVEL SOUTH ON INTERSTATE 5,
 EW7032'8.4 MILES TO AND EXIT SMOKEY BEAR RD(OLD HUNGRY VALLEY RD)
 EW7032'AT BOTTOM OF EXIT TURN RIGHT TRAVEL WEST 0.1 MILES TO HUNGRY VALLEY RD
 EW7032'(OLD HWY 99) TURN LEFT TRAVEL SOUTH 0.7 MILES.
 EW7032'MARKER IS LOCATED ON EAST SIDE OF ROAD. IT CAN BE LOCATED IN A
 EW7032'DRAINAGE DITCH 15' EAST OF A ROUND CONCRETE STRUCTURE THAT IS 3' HIGH
 EW7032'WITH A MANHOLE ENTRANCE ON TOP. MARKED PVP STA 255+00.
 EW7032' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1016 ***********************************************************************
 DB1016  DESIGNATION -  4 DOR USGS
 DB1016  PID         -  DB1016
 DB1016  STATE/COUNTY-  CA/IMPERIAL
 DB1016  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB1016
 DB1016                         *CURRENT SURVEY CONTROL
 DB1016  ___________________________________________________________________
 DB1016* NAD 83(1986)-  32 43 37.     (N)    115 42 08.     (W)     SCALED    
 DB1016* NAVD 88     -        -5.225  (meters)     -17.14   (feet)  READJUSTED
 DB1016  ___________________________________________________________________
 DB1016  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB1016  DYNAMIC HT  -          -5.220 (meters)     -17.13  (feet)  COMP
 DB1016  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DB1016
 DB1016  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1016
 DB1016.The horizontal coordinates were scaled from a topographic map and have
 DB1016.an estimated accuracy of +/- 6 seconds.
 DB1016
 DB1016.The orthometric height was determined by differential leveling
 DB1016.and adjusted in January 1995.
 DB1016.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1016.distribution rate of 1.1 thru 2.0 mm/km.
 DB1016.The height was derived from older observations constrained to new
 DB1016.heights in a crustal motion area.  The height is approximate in
 DB1016.relation to other heights in its vicinity.
 DB1016
 DB1016.The geoid height was determined by GEOID03.
 DB1016
 DB1016.The dynamic height is computed by dividing the NAVD 88
 DB1016.geopotential number by the normal gravity value computed on the
 DB1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1016.degrees latitude (g = 980.6199 gals.).
 DB1016
 DB1016.The modeled gravity was interpolated from observed gravity values.
 DB1016
 DB1016;                    North         East    Units  Estimated Accuracy
 DB1016;SPC CA 6     -   562,270.    2,051,350.      MT  (+/- 180 meters Scaled)
 DB1016
 DB1016                          SUPERSEDED SURVEY CONTROL
 DB1016
 DB1016  NAVD 88 (02/01/93)   -5.217  (m)          -17.12   (f) UNKNOWN     1 1
 DB1016  NGVD 29 (??/??/92)   -5.950  (m)          -19.52   (f) ADJ UNCH    1 1
 DB1016
 DB1016.Superseded values are not recommended for survey control.
 DB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1016.See file dsdata.txt to determine how the superseded data were derived.
 DB1016
 DB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS216217(NAD 83)
 DB1016_MARKER: DD = SURVEY DISK
 DB1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1016_STAMPING: 4 DOR 1978
 DB1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1016
 DB1016  HISTORY     - Date     Condition        Report By
 DB1016  HISTORY     - 1978     MONUMENTED       USGS
 DB1016  HISTORY     - 1981     GOOD             IID
 DB1016
 DB1016                          STATION DESCRIPTION
 DB1016
 DB1016'DESCRIBED BY IMPERIAL IRRIGATION DISTRICT 1981
 DB1016'6.3 MI SOUTH FROM SEELEY.
 DB1016'ABOUT 3.5 MILES SOUTH ALONG DREW ROAD TO WIXOM ROAD FROM EVAN HEWES
 DB1016'HIGHWAY IN SEELEY, THENCE ABOUT 1.4 MILES WEST ALONG WIXOM ROAD TO
 DB1016'LIEBERT ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG LIEBERT ROAD TO THE
 DB1016'WESTSIDE MAIN CANAL, THENCE ABOUT 0.8 MILE EASTERLY ALONG THE NORTH
 DB1016'BANK OF THE CANAL TO DELIVERY 8, NEAR THE SOUTHEAST CORNER OF SW 1/4
 DB1016'OF SECTION 35, AND SET IN THE EAST UPSTREAM WINGWALL OF WESTSIDE MAIN
 DB1016'DELIVERY 8.
 DB1016'THE MARK IS ABOVE LEVEL WITH BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1180 ***********************************************************************
 GU1180  DESIGNATION -  4 DRS USGS
 GU1180  PID         -  GU1180
 GU1180  STATE/COUNTY-  CA/MADERA
 GU1180  USGS QUAD   -  GRAVELLY FORD (1978)
 GU1180
 GU1180                         *CURRENT SURVEY CONTROL
 GU1180  ___________________________________________________________________
 GU1180* NAD 83(1986)-  36 48 01.     (N)    120 11 07.     (W)     SCALED    
 GU1180* NAVD 88     -        60.72   (+/-2cm)     199.2    (feet)  VERTCON   
 GU1180  ___________________________________________________________________
 GU1180  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GU1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU1180
 GU1180.The horizontal coordinates were scaled from a topographic map and have
 GU1180.an estimated accuracy of +/- 6 seconds.
 GU1180
 GU1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1180.The vertical order pertains to the NGVD 29 superseded value.
 GU1180
 GU1180.The geoid height was determined by GEOID03.
 GU1180
 GU1180;                    North         East    Units  Estimated Accuracy
 GU1180;SPC CA 3     -   533,370.    2,028,090.      MT  (+/- 180 meters Scaled)
 GU1180
 GU1180                          SUPERSEDED SURVEY CONTROL
 GU1180
 GU1180  NGVD 29 (??/??/92)   59.98   (m)          196.8    (f) COMPUTED    2 0
 GU1180
 GU1180.Superseded values are not recommended for survey control.
 GU1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1180.See file dsdata.txt to determine how the superseded data were derived.
 GU1180
 GU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF511764(NAD 83)
 GU1180_MARKER: DD = SURVEY DISK
 GU1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1180_STAMPING: 4 DRS 1962
 GU1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1180+STABILITY: SURFACE MOTION
 GU1180
 GU1180  HISTORY     - Date     Condition        Report By
 GU1180  HISTORY     - 1962     MONUMENTED       USGS
 GU1180  HISTORY     - 1965     GOOD             NGS
 GU1180
 GU1180                          STATION DESCRIPTION
 GU1180
 GU1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 GU1180'22.4 MI SE FROM FIREBAUGH.
 GU1180'6.2 MILES EAST ALONG THE FIREBAUGH- MADERA ROAD FROM THE
 GU1180'COURTHOUSE AT FIREBAUGH, THENCE 1.5 MILES NORTHEAST ALONG
 GU1180'FIREBAUGH BOULEVARD, THENCE 7.95 MILES SOUTH ALONG A ROAD ON
 GU1180'THE WEST LEVEE OF THE CHOWCHILLA CANAL, THENCE 6.7 MILES EAST
 GU1180'ALONG A TRACK ROAD, 0.1 MILE EAST OF THE GRAVELLY FORD RANCH
 GU1180'HOUSE, AT THE CROSSING OF A POWER LINE, 21 FEET SOUTHEAST OF
 GU1180'THE CENTER LINE OF THE ROAD, 31 FEET WEST-SOUTHWEST OF THE
 GU1180'CENTER LINE OF THE ROAD, 31 FEET WEST-SOUTHWEST OF THE CENTER
 GU1180'LINE OF A ROAD LEADING SOUTH-SOUTHEAST, 5.3 FEET NORTH-NORTHWEST
 GU1180'OF A POWER LINE POLE WITH A GUY WIRE, 1.3 FEET EAST-SOUTHEAST
 GU1180'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 GU1180'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6132 ***********************************************************************
 EW6132  DESIGNATION -  4 E 2 USN
 EW6132  PID         -  EW6132
 EW6132  STATE/COUNTY-  CA/VENTURA
 EW6132  USGS QUAD   -  POINT MUGU (1967)
 EW6132
 EW6132                         *CURRENT SURVEY CONTROL
 EW6132  ___________________________________________________________________
 EW6132* NAD 83(1986)-  34 06 51.     (N)    119 08 21.     (W)     SCALED    
 EW6132* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 EW6132  ___________________________________________________________________
 EW6132  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EW6132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6132
 EW6132.The horizontal coordinates were scaled from a topographic map and have
 EW6132.an estimated accuracy of +/- 6 seconds.
 EW6132
 EW6132.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6132.The vertical order pertains to the NGVD 29 superseded value.
 EW6132
 EW6132.The geoid height was determined by GEOID03.
 EW6132
 EW6132;                    North         East    Units  Estimated Accuracy
 EW6132;SPC CA 5     -   568,720.    1,894,900.      MT  (+/- 180 meters Scaled)
 EW6132
 EW6132                          SUPERSEDED SURVEY CONTROL
 EW6132
 EW6132  NGVD 29 (??/??/92)    0.996  (m)            3.27   (f) ADJ UNCH    2 0
 EW6132
 EW6132.Superseded values are not recommended for survey control.
 EW6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6132.See file dsdata.txt to determine how the superseded data were derived.
 EW6132
 EW6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT027768(NAD 83)
 EW6132_MARKER: Z = SEE DESCRIPTION
 EW6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6132_STAMPING: P
 EW6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6132+STABILITY: SURFACE MOTION
 EW6132
 EW6132  HISTORY     - Date     Condition        Report By
 EW6132  HISTORY     - UNK      MONUMENTED       DOD
 EW6132  HISTORY     - 1951     GOOD             NGS
 EW6132  HISTORY     - 1959     MARK NOT FOUND   NGS
 EW6132
 EW6132                          STATION DESCRIPTION
 EW6132
 EW6132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EW6132'AT POINT MUGU.
 EW6132'AT POINT MUGU, AT THE U.S. NAVAL AIR MISSILE TEST CENTER, ABOUT
 EW6132'1.5 MILES WEST OF THE HANGAR AND CONTROL TOWER, ABOUT 1.3
 EW6132'MILES EAST OF GATE 5, AT AN ANGLE OF THE NORTH BOUNDARY FENCE,
 EW6132'33.4 FEET SOUTHEAST OF THE FENCE CORNER POST, 21 FEET SOUTH
 EW6132'OF THE CENTER LINE OF A DIRT ROAD, ABOUT HALFWAY BETWEEN TWO
 EW6132'BLACK AND YELLOW WITNESS POSTS, ABOUT 1 1/2 FEET LOWER THAN
 EW6132'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 EW6132'FOOT ABOVE THE GROUND.
 EW6132
 EW6132                          STATION RECOVERY (1959)
 EW6132
 EW6132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EW6132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1003 ***********************************************************************
 HR1003  DESIGNATION -  4 EGE
 HR1003  PID         -  HR1003
 HR1003  STATE/COUNTY-  CA/MONO
 HR1003  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1003
 HR1003                         *CURRENT SURVEY CONTROL
 HR1003  ___________________________________________________________________
 HR1003* NAD 83(1986)-  37 39 02.     (N)    118 55 13.     (W)     SCALED    
 HR1003* NAVD 88     -      2233.790  (meters)    7328.69   (feet)  ADJUSTED  
 HR1003  ___________________________________________________________________
 HR1003  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR1003  DYNAMIC HT  -        2230.904 (meters)    7319.22  (feet)  COMP
 HR1003  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 HR1003
 HR1003  VERT ORDER  -  FIRST     CLASS I
 HR1003
 HR1003.The horizontal coordinates were scaled from a topographic map and have
 HR1003.an estimated accuracy of +/- 6 seconds.
 HR1003
 HR1003.The orthometric height was determined by differential leveling
 HR1003.and adjusted in June 1991.
 HR1003
 HR1003.The geoid height was determined by GEOID03.
 HR1003
 HR1003.The dynamic height is computed by dividing the NAVD 88
 HR1003.geopotential number by the normal gravity value computed on the
 HR1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1003.degrees latitude (g = 980.6199 gals.).
 HR1003
 HR1003.The modeled gravity was interpolated from observed gravity values.
 HR1003
 HR1003;                    North         East    Units  Estimated Accuracy
 HR1003;SPC CA 3     -   628,870.    2,139,390.      MT  (+/- 180 meters Scaled)
 HR1003
 HR1003                          SUPERSEDED SURVEY CONTROL
 HR1003
 HR1003.No superseded survey control is available for this station.
 HR1003
 HR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB306687(NAD 83)
 HR1003_MARKER: DE = TRAVERSE STATION DISK
 HR1003_SETTING: 80 = SET IN A BOULDER
 HR1003_SP_SET: BOULDER
 HR1003_STAMPING: 4 EGE 1983
 HR1003_MARK LOGO: USGS  
 HR1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR1003+STABILITY: SURFACE MOTION
 HR1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR1003+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1003
 HR1003  HISTORY     - Date     Condition        Report By
 HR1003  HISTORY     - 1983     MONUMENTED       USGS
 HR1003  HISTORY     - 1985     GOOD             USGS
 HR1003  HISTORY     - 1986     GOOD             NGS
 HR1003  HISTORY     - 1987     GOOD             NGS
 HR1003  HISTORY     - 19881009 GOOD             NGS
 HR1003  HISTORY     - 19910816 GOOD             NGS
 HR1003
 HR1003                          STATION DESCRIPTION
 HR1003
 HR1003'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1003'RECOVERED IN GOOD CONDITION.
 HR1003
 HR1003                          STATION RECOVERY (1986)
 HR1003
 HR1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1003'6.9 KM (4.3 MI) EAST FROM MAMMOTH LAKES.
 HR1003'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HR1003'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1003'MAMMOTH LAKES, THENCE 1.27 KM (0.79 MI) NORTHWEST ALONG OLD US HIGHWAY
 HR1003'395, 13.1 METERS (43 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY AND
 HR1003'11.9 METERS (39 FT) SOUTHWEST OF A 24-INCH LONE PINE TREE.
 HR1003'THE MARK IS 1.1 METERS  W FROM  A WITNESS POST
 HR1003
 HR1003                          STATION RECOVERY (1987)
 HR1003
 HR1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1003'RECOVERED IN GOOD CONDITION.
 HR1003
 HR1003                          STATION RECOVERY (1988)
 HR1003
 HR1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1003'RECOVERED IN GOOD CONDITION.
 HR1003
 HR1003                          STATION RECOVERY (1991)
 HR1003
 HR1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1003'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1003'IN MAMMOTH LAKES, THENCE 1.3 KM (0.8 MI) NORTHWESTERLY ALONG OLD U.S.
 HR1003'HIGHWAY 395, IN A 3 BY 4 FOOT BOULDER THAT PROJECTS 0.7 M (2.3 FT)
 HR1003'ABOVE THE GROUND SURFACE, 13.1 M (43.0 FT) NORTHEAST OF AND LEVEL WITH
 HR1003'THE CENTER OF THE HIGHWAY, 11.9 M (39.0 FT) SOUTHWEST OF A 24-INCH
 HR1003'LONE PINE TREE, AND 1.4 M (4.6 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2257 ***********************************************************************
 EV2257  DESIGNATION -  4 FMK
 EV2257  PID         -  EV2257
 EV2257  STATE/COUNTY-  CA/KERN
 EV2257  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2257
 EV2257                         *CURRENT SURVEY CONTROL
 EV2257  ___________________________________________________________________
 EV2257* NAD 83(1986)-  34 58 40.     (N)    117 43 32.     (W)     SCALED    
 EV2257* NAVD 88     -       716.959  (meters)    2352.22   (feet)  ADJUSTED  
 EV2257  ___________________________________________________________________
 EV2257  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV2257  DYNAMIC HT  -         716.153 (meters)    2349.58  (feet)  COMP
 EV2257  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 EV2257  OBS GRAVITY -     979,486.6   (mgal)                       GRAV_OBS
 EV2257
 EV2257  VERT ORDER  -  FIRST     CLASS I
 EV2257
 EV2257.The horizontal coordinates were scaled from a topographic map and have
 EV2257.an estimated accuracy of +/- 6 seconds.
 EV2257
 EV2257.The orthometric height was determined by differential leveling
 EV2257.and adjusted in June 1991.
 EV2257
 EV2257.The geoid height was determined by GEOID03.
 EV2257
 EV2257.The dynamic height is computed by dividing the NAVD 88
 EV2257.geopotential number by the normal gravity value computed on the
 EV2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2257.degrees latitude (g = 980.6199 gals.).
 EV2257
 EV2257.The modeled gravity was interpolated from observed gravity values.
 EV2257.The observed gravity was obtained from relative gravimeter ties
 EV2257.to the IGSN71 gravity network.
 EV2257
 EV2257;                    North         East    Units  Estimated Accuracy
 EV2257;SPC CA 5     -   663,960.    2,025,060.      MT  (+/- 180 meters Scaled)
 EV2257
 EV2257                          SUPERSEDED SURVEY CONTROL
 EV2257
 EV2257  NGVD 29 (??/??/92)  716.158  (m)         2349.59   (f) ADJ UNCH    1 1
 EV2257
 EV2257.Superseded values are not recommended for survey control.
 EV2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2257.See file dsdata.txt to determine how the superseded data were derived.
 EV2257
 EV2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU337708(NAD 83)
 EV2257_MARKER: DD = SURVEY DISK
 EV2257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2257_STAMPING: 4 FMK 1974
 EV2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2257
 EV2257  HISTORY     - Date     Condition        Report By
 EV2257  HISTORY     - 1974     MONUMENTED       USGS
 EV2257  HISTORY     - 1974     GOOD             NGS
 EV2257  HISTORY     - 1977     GOOD             NGS
 EV2257
 EV2257                          STATION DESCRIPTION
 EV2257
 EV2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2257'4.5 MI SW FROM BORON.
 EV2257'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2257'FROM THE STATION AT BORON, THENCE 3.45 MILES SOUTHWEST ALONG
 EV2257'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 0.15 MILE
 EV2257'NORTHEAST OF THE CROSSING OF ROCKET SITE ROAD, 48.1 FEET SOUTHWEST
 EV2257'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 4 1/2 FEET NORTHEAST
 EV2257'OF A TELEPHONE POLOE, 47 FEET NORTHWEST OF THE CENTER LINE OF A
 EV2257'BLADED ROAD, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 EV2257'6 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER
 EV2257'COATED ROD DRIVEN TO A DEPTH OF 10 FEET, THE UPPER PORTION
 EV2257'OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3
 EV2257'FOOT ABOVE THE GROUND.  SECTION 9, T10N, R 8W
 EV2257
 EV2257                          STATION RECOVERY (1977)
 EV2257
 EV2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2533 ***********************************************************************
 EW2533  DESIGNATION -  4 J 20 C OF LA
 EW2533  PID         -  EW2533
 EW2533  STATE/COUNTY-  CA/LOS ANGELES
 EW2533  USGS QUAD   -  SAN FERNANDO (1988)
 EW2533
 EW2533                         *CURRENT SURVEY CONTROL
 EW2533  ___________________________________________________________________
 EW2533* NAD 83(1986)-  34 18 26.     (N)    118 28 11.     (W)     SCALED    
 EW2533* NAVD 88     -       374.061  (meters)    1227.23   (feet)  READJUSTED
 EW2533  ___________________________________________________________________
 EW2533  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW2533  DYNAMIC HT  -         373.640 (meters)    1225.85  (feet)  COMP
 EW2533  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EW2533
 EW2533  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2533
 EW2533.The horizontal coordinates were scaled from a topographic map and have
 EW2533.an estimated accuracy of +/- 6 seconds.
 EW2533
 EW2533.The orthometric height was determined by differential leveling
 EW2533.and adjusted in February 1993.
 EW2533.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2533.distribution rate of 1.1 thru 2.0 mm/km.
 EW2533.The height was derived from older observations constrained to new
 EW2533.heights in a crustal motion area.  The height is approximate in
 EW2533.relation to other heights in its vicinity.
 EW2533
 EW2533.The geoid height was determined by GEOID03.
 EW2533
 EW2533.The dynamic height is computed by dividing the NAVD 88
 EW2533.geopotential number by the normal gravity value computed on the
 EW2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2533.degrees latitude (g = 980.6199 gals.).
 EW2533
 EW2533.The modeled gravity was interpolated from observed gravity values.
 EW2533
 EW2533;                    North         East    Units  Estimated Accuracy
 EW2533;SPC CA 5     -   589,640.    1,956,760.      MT  (+/- 180 meters Scaled)
 EW2533
 EW2533                          SUPERSEDED SURVEY CONTROL
 EW2533
 EW2533.No superseded survey control is available for this station.
 EW2533
 EW2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT647971(NAD 83)
 EW2533_MARKER: DE = TRAVERSE STATION DISK
 EW2533_SETTING: 0 = UNSPECIFIED SETTING
 EW2533_STAMPING: 4-J-20 1942
 EW2533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2533
 EW2533  HISTORY     - Date     Condition        Report By
 EW2533  HISTORY     - 1942     MONUMENTED       CA1980
 EW2533  HISTORY     - 1968     GOOD             CA1980
 EW2533  HISTORY     - 1971     GOOD             CA1980
 EW2533  HISTORY     - 1978     GOOD             NGS
 EW2533
 EW2533                          STATION DESCRIPTION
 EW2533
 EW2533'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2533'IN SYLMAR.
 EW2533'STANDARD TRAVERSE MONUMENT SYLMAR D-12B, STAMPED 4-J-20 1942, IN
 EW2533'THE SAN FERNANDO ROAD, 17.3 FEET NORTHEAST OF THE CENTER LINE,
 EW2533'AND 4.7 FEET SOUTHWEST OF THE NORTHEAST CURB LINE-- ON THE CENTER
 EW2533'LINE, PRODUCED SOUTHWESTERLY, OF COBALT STREET FROM THE NORTHEAST.
 EW2533
 EW2533                          STATION RECOVERY (1971)
 EW2533
 EW2533'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2533'RECOVERED IN GOOD CONDITION.
 EW2533
 EW2533                          STATION RECOVERY (1978)
 EW2533
 EW2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0515 ***********************************************************************
 DW0515  DESIGNATION -  4 JD
 DW0515  PID         -  DW0515
 DW0515  STATE/COUNTY-  CA/IMPERIAL
 DW0515  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW0515
 DW0515                         *CURRENT SURVEY CONTROL
 DW0515  ___________________________________________________________________
 DW0515* NAD 83(1986)-  33 07 06.     (N)    115 38 57.     (W)     SCALED    
 DW0515* NAVD 88     -       -65.486  (meters)    -214.85   (feet)  ADJUSTED  
 DW0515  ___________________________________________________________________
 DW0515  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DW0515  DYNAMIC HT  -         -65.415 (meters)    -214.62  (feet)  COMP
 DW0515  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DW0515
 DW0515  VERT ORDER  -  SECOND    CLASS I
 DW0515
 DW0515.The horizontal coordinates were scaled from a topographic map and have
 DW0515.an estimated accuracy of +/- 6 seconds.
 DW0515
 DW0515.The orthometric height was determined by differential leveling
 DW0515.and adjusted in March 1994.
 DW0515
 DW0515.The geoid height was determined by GEOID03.
 DW0515
 DW0515.The dynamic height is computed by dividing the NAVD 88
 DW0515.geopotential number by the normal gravity value computed on the
 DW0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0515.degrees latitude (g = 980.6199 gals.).
 DW0515
 DW0515.The modeled gravity was interpolated from observed gravity values.
 DW0515
 DW0515;                    North         East    Units  Estimated Accuracy
 DW0515;SPC CA 6     -   605,700.    2,056,070.      MT  (+/- 180 meters Scaled)
 DW0515
 DW0515                          SUPERSEDED SURVEY CONTROL
 DW0515
 DW0515  NGVD 29 (??/??/??)  -66.047  (m)         -216.69   (f) ADJUSTED    2 1
 DW0515
 DW0515.Superseded values are not recommended for survey control.
 DW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0515.See file dsdata.txt to determine how the superseded data were derived.
 DW0515
 DW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS260652(NAD 83)
 DW0515_MARKER: DB = BENCH MARK DISK
 DW0515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0515_SP_SET: HEADWALL
 DW0515_STAMPING: 4 J D 1955 -216 FEET
 DW0515_MARK LOGO: USGS  
 DW0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0515+STABILITY: SURFACE MOTION
 DW0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0515+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1992
 DW0515
 DW0515  HISTORY     - Date     Condition        Report By
 DW0515  HISTORY     - 1955     MONUMENTED       USGS
 DW0515  HISTORY     - 1972     GOOD             NGS
 DW0515  HISTORY     - 1976     GOOD             CA-025
 DW0515  HISTORY     - 1981     GOOD             CA-025
 DW0515  HISTORY     - 1985     GOOD             CA-025
 DW0515  HISTORY     - 19891113 GOOD             CA-025
 DW0515  HISTORY     - 19920924 GOOD             CA-025
 DW0515
 DW0515                          STATION DESCRIPTION
 DW0515
 DW0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DW0515'7 MI NW FROM WESTMORLAND.
 DW0515'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 86 FROM FORRESTER ROAD
 DW0515'IN WESTMORLAND, THEN 5.5 MILES NORTH ON A PAVED COUNTY (LACK)
 DW0515'ROAD, 44 FEET WEST OF THE CENTERLINE OF LACK ROAD, 16 FEET NORTH
 DW0515'OF THE CENTERLINE OF A PAVED COUNTY (BOWLES) ROAD, SET ON TOP AND
 DW0515'AT THE CENTERLINE OF THE EAST WINGWALL OF THE NORTH CONCRETE
 DW0515'HEADWALL OF A SIPHON IN VAIL LATERAL 6 UNDER BOWLES ROAD.
 DW0515'SEC 18, T 12 S, R 13 E.
 DW0515
 DW0515                          STATION RECOVERY (1976)
 DW0515
 DW0515'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DW0515'RECOVERED IN GOOD CONDITION.
 DW0515
 DW0515                          STATION RECOVERY (1981)
 DW0515
 DW0515'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0515'RECOVERED IN GOOD CONDITION.
 DW0515
 DW0515                          STATION RECOVERY (1985)
 DW0515
 DW0515'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DW0515'RECOVERED IN GOOD CONDITION.
 DW0515
 DW0515                          STATION RECOVERY (1989)
 DW0515
 DW0515'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW0515'RECOVERED IN GOOD CONDITION.
 DW0515
 DW0515                          STATION RECOVERY (1992)
 DW0515
 DW0515'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1992
 DW0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2525 ***********************************************************************
 EW2525  DESIGNATION -  4 K 20 C OF LA
 EW2525  PID         -  EW2525
 EW2525  STATE/COUNTY-  CA/LOS ANGELES
 EW2525  USGS QUAD   -  SAN FERNANDO (1988)
 EW2525
 EW2525                         *CURRENT SURVEY CONTROL
 EW2525  ___________________________________________________________________
 EW2525* NAD 83(1986)-  34 18 02.     (N)    118 27 36.     (W)     SCALED    
 EW2525* NAVD 88     -       358.259  (meters)    1175.39   (feet)  READJUSTED
 EW2525  ___________________________________________________________________
 EW2525  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EW2525  DYNAMIC HT  -         357.860 (meters)    1174.08  (feet)  COMP
 EW2525  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 EW2525
 EW2525  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2525
 EW2525.The horizontal coordinates were scaled from a topographic map and have
 EW2525.an estimated accuracy of +/- 6 seconds.
 EW2525
 EW2525.The orthometric height was determined by differential leveling
 EW2525.and adjusted in February 1993.
 EW2525.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2525.distribution rate of 0.0 thru 1.0 mm/km.
 EW2525.The height was derived from older observations constrained to new
 EW2525.heights in a crustal motion area.  The height is approximate in
 EW2525.relation to other heights in its vicinity.
 EW2525
 EW2525.The geoid height was determined by GEOID03.
 EW2525
 EW2525.The dynamic height is computed by dividing the NAVD 88
 EW2525.geopotential number by the normal gravity value computed on the
 EW2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2525.degrees latitude (g = 980.6199 gals.).
 EW2525
 EW2525.The modeled gravity was interpolated from observed gravity values.
 EW2525
 EW2525;                    North         East    Units  Estimated Accuracy
 EW2525;SPC CA 5     -   588,900.    1,957,660.      MT  (+/- 180 meters Scaled)
 EW2525
 EW2525                          SUPERSEDED SURVEY CONTROL
 EW2525
 EW2525.No superseded survey control is available for this station.
 EW2525
 EW2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT656964(NAD 83)
 EW2525_MARKER: DE = TRAVERSE STATION DISK
 EW2525_SETTING: 0 = UNSPECIFIED SETTING
 EW2525_STAMPING: 4-K-20 1939
 EW2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2525
 EW2525  HISTORY     - Date     Condition        Report By
 EW2525  HISTORY     - 1939     MONUMENTED       CA1980
 EW2525  HISTORY     - 1968     GOOD             CA1980
 EW2525  HISTORY     - 1971     GOOD             CA1980
 EW2525  HISTORY     - 1978     GOOD             NGS
 EW2525  HISTORY     - 1983     GOOD             USGS
 EW2525  HISTORY     - 1984     MARK NOT FOUND   NGS
 EW2525
 EW2525                          STATION DESCRIPTION
 EW2525
 EW2525'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2525'IN LOS ANGELES.
 EW2525'STANDARD TRAVERSE MONUMENT IN THE SOUTHERN PACIFIC RAILROAD
 EW2525'RIGHT OF WAY IN SAN FERNANDO ROAD, 9.7 FEET NORTHEAST OF THE
 EW2525'MOST NORTHEASTERLY RAIL OF THE TRACKS, ON THE NORTHEASTERLY
 EW2525'PRODUCTION OF THE CENTER LINE OF NURMI STREET, 88.32 FEET
 EW2525'NORTHEASTERLY FROM THE TRANSIT LINE, IN THE SOUTHWEST ROADWAY
 EW2525'OF SAN FERNANDO ROAD, AND 63.32 FEET NORTHEAST OF THE SOUTHWEST
 EW2525'PROPERTY LINE OF THE RAILROAD RIGHT OF WAY.
 EW2525
 EW2525                          STATION RECOVERY (1971)
 EW2525
 EW2525'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2525'RECOVERED IN GOOD CONDITION.
 EW2525
 EW2525                          STATION RECOVERY (1978)
 EW2525
 EW2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2525'RECOVERED IN GOOD CONDITION.
 EW2525
 EW2525                          STATION RECOVERY (1983)
 EW2525
 EW2525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2525'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT SAN
 EW2525'FERNANDO (JCT OF BRAND BLVD. AND SAN FERNANDO RD) 1.7 MI NW ALONG SAN
 EW2525'FERNANDO RD., 93 FT NE OF SAN FERNANDO RD. (4 LANE) ALONG PROJECTION
 EW2525'OF SW PART OF NURMI ST., 82 FT SE OF PROJECTION OF OSWALD ST, 184 FT
 EW2525'NW OF PRODUCTION OF NE PART OF NURMI ST, 75 FT SW OF SAN FERNANDO RD
 EW2525'(2 LANE), MARK IS BURIED ABOUT 3 FT BELOW GROUND.
 EW2525
 EW2525                          STATION RECOVERY (1984)
 EW2525
 EW2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2510 ***********************************************************************
 EW2510  DESIGNATION -  4 K 22 C OF LA
 EW2510  PID         -  EW2510
 EW2510  STATE/COUNTY-  CA/LOS ANGELES
 EW2510  USGS QUAD   -  SAN FERNANDO (1988)
 EW2510
 EW2510                         *CURRENT SURVEY CONTROL
 EW2510  ___________________________________________________________________
 EW2510* NAD 83(1986)-  34 17 29.     (N)    118 26 54.     (W)     SCALED    
 EW2510* NAVD 88     -       337.057  (meters)    1105.83   (feet)  READJUSTED
 EW2510  ___________________________________________________________________
 EW2510  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EW2510  DYNAMIC HT  -         336.680 (meters)    1104.59  (feet)  COMP
 EW2510  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 EW2510
 EW2510  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2510
 EW2510.The horizontal coordinates were scaled from a topographic map and have
 EW2510.an estimated accuracy of +/- 6 seconds.
 EW2510
 EW2510.The orthometric height was determined by differential leveling
 EW2510.and adjusted in February 1993.
 EW2510.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2510.distribution rate of 0.0 thru 1.0 mm/km.
 EW2510.The height was derived from older observations constrained to new
 EW2510.heights in a crustal motion area.  The height is approximate in
 EW2510.relation to other heights in its vicinity.
 EW2510
 EW2510.The geoid height was determined by GEOID03.
 EW2510
 EW2510.The dynamic height is computed by dividing the NAVD 88
 EW2510.geopotential number by the normal gravity value computed on the
 EW2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2510.degrees latitude (g = 980.6199 gals.).
 EW2510
 EW2510.The modeled gravity was interpolated from observed gravity values.
 EW2510
 EW2510;                    North         East    Units  Estimated Accuracy
 EW2510;SPC CA 5     -   587,880.    1,958,730.      MT  (+/- 180 meters Scaled)
 EW2510
 EW2510                          SUPERSEDED SURVEY CONTROL
 EW2510
 EW2510.No superseded survey control is available for this station.
 EW2510
 EW2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667954(NAD 83)
 EW2510_MARKER: DE = TRAVERSE STATION DISK
 EW2510_SETTING: 0 = UNSPECIFIED SETTING
 EW2510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2510
 EW2510  HISTORY     - Date     Condition        Report By
 EW2510  HISTORY     - UNK      MONUMENTED       CA1980
 EW2510  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2510  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2510  HISTORY     - 1978     GOOD             NGS
 EW2510  HISTORY     - 1983     GOOD             USGS
 EW2510  HISTORY     - 1984     GOOD             NGS
 EW2510
 EW2510                          STATION DESCRIPTION
 EW2510
 EW2510'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2510'IN SAN FERNANDO.
 EW2510'STANDARD TRAVERSE MONUMENT PACOIMA G-2B (4-K-22) IN THE SOUTHERN
 EW2510'PACIFIC RAILROAD RIGHT OF WAY, 15.0 FEET NORTHEAST OF THE CENTER
 EW2510'LINE OF THE NORTHEASTERLY TRACK, 11.99 FEET NORTHWEST OF THE
 EW2510'CENTER LINE OF HUBBARD AVENUE AT A POINT 223.16 FEET NORTHEAST
 EW2510'OF THE CENTER LINE OF TRUMAN STREET.
 EW2510
 EW2510                          STATION RECOVERY (1971)
 EW2510
 EW2510'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2510'RECOVERED AS DESCRIBED.
 EW2510
 EW2510                          STATION RECOVERY (1978)
 EW2510
 EW2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2510'RECOVERED IN GOOD CONDITION.
 EW2510
 EW2510                          STATION RECOVERY (1983)
 EW2510
 EW2510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2510'RECOVERED IN GOOD CONDITION.
 EW2510
 EW2510                          STATION RECOVERY (1984)
 EW2510
 EW2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2510'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO, DUE TO
 EW2510'MARK BEING IN TRAFFIC LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2520 ***********************************************************************
 EW2520  DESIGNATION -  4 L 20 C OF LA
 EW2520  PID         -  EW2520
 EW2520  STATE/COUNTY-  CA/LOS ANGELES
 EW2520  USGS QUAD   -  SAN FERNANDO (1988)
 EW2520
 EW2520                         *CURRENT SURVEY CONTROL
 EW2520  ___________________________________________________________________
 EW2520* NAD 83(1986)-  34 18 26.     (N)    118 25 49.     (W)     SCALED    
 EW2520* NAVD 88     -       395.284  (meters)    1296.86   (feet)  READJUSTED
 EW2520  ___________________________________________________________________
 EW2520  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EW2520  DYNAMIC HT  -         394.850 (meters)    1295.44  (feet)  COMP
 EW2520  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 EW2520
 EW2520  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2520
 EW2520.The horizontal coordinates were scaled from a topographic map and have
 EW2520.an estimated accuracy of +/- 6 seconds.
 EW2520
 EW2520.The orthometric height was determined by differential leveling
 EW2520.and adjusted in September 2004.
 EW2520.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2520.distribution rate of 1.1 thru 2.0 mm/km.
 EW2520.The height was derived from older observations constrained to new
 EW2520.heights in a crustal motion area.  The height is approximate in
 EW2520.relation to other heights in its vicinity.
 EW2520
 EW2520.The geoid height was determined by GEOID03.
 EW2520
 EW2520.The dynamic height is computed by dividing the NAVD 88
 EW2520.geopotential number by the normal gravity value computed on the
 EW2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2520.degrees latitude (g = 980.6199 gals.).
 EW2520
 EW2520.The modeled gravity was interpolated from observed gravity values.
 EW2520
 EW2520;                    North         East    Units  Estimated Accuracy
 EW2520;SPC CA 5     -   589,630.    1,960,400.      MT  (+/- 180 meters Scaled)
 EW2520
 EW2520                          SUPERSEDED SURVEY CONTROL
 EW2520
 EW2520  NGVD 29 (??/??/92)  394.228  (m)         1293.40   (f) ADJ UNCH    1 1
 EW2520
 EW2520.Superseded values are not recommended for survey control.
 EW2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2520.See file dsdata.txt to determine how the superseded data were derived.
 EW2520
 EW2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT683971(NAD 83)
 EW2520_MARKER: DE = TRAVERSE STATION DISK
 EW2520_SETTING: 0 = UNSPECIFIED SETTING
 EW2520_STAMPING: 4-L-20 1941
 EW2520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2520
 EW2520  HISTORY     - Date     Condition        Report By
 EW2520  HISTORY     - 1941     MONUMENTED       CA1980
 EW2520  HISTORY     - 1968     GOOD             CA1980
 EW2520  HISTORY     - 1971     GOOD             CA1980
 EW2520
 EW2520                          STATION DESCRIPTION
 EW2520
 EW2520'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2520'IN LOS ANGELES.
 EW2520'STANDARD TRAVERSE MONUMENT SYLMAR I-12C, STAMPED 4-L-20 1941,
 EW2520'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2520'HUBBARD STREET.
 EW2520
 EW2520                          STATION RECOVERY (1971)
 EW2520
 EW2520'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2514 ***********************************************************************
 EW2514  DESIGNATION -  4 L 21 C OF LA
 EW2514  PID         -  EW2514
 EW2514  STATE/COUNTY-  CA/LOS ANGELES
 EW2514  USGS QUAD   -  SAN FERNANDO (1988)
 EW2514
 EW2514                         *CURRENT SURVEY CONTROL
 EW2514  ___________________________________________________________________
 EW2514* NAD 83(1986)-  34 18 10.     (N)    118 25 29.     (W)     SCALED    
 EW2514* NAVD 88     -       381.185  (meters)    1250.60   (feet)  READJUSTED
 EW2514  ___________________________________________________________________
 EW2514  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EW2514  DYNAMIC HT  -         380.760 (meters)    1249.21  (feet)  COMP
 EW2514  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 EW2514
 EW2514  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2514
 EW2514.The horizontal coordinates were scaled from a topographic map and have
 EW2514.an estimated accuracy of +/- 6 seconds.
 EW2514
 EW2514.The orthometric height was determined by differential leveling
 EW2514.and adjusted in September 2004.
 EW2514.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2514.distribution rate of 1.1 thru 2.0 mm/km.
 EW2514.The height was derived from older observations constrained to new
 EW2514.heights in a crustal motion area.  The height is approximate in
 EW2514.relation to other heights in its vicinity.
 EW2514
 EW2514.The geoid height was determined by GEOID03.
 EW2514
 EW2514.The dynamic height is computed by dividing the NAVD 88
 EW2514.geopotential number by the normal gravity value computed on the
 EW2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2514.degrees latitude (g = 980.6199 gals.).
 EW2514
 EW2514.The modeled gravity was interpolated from observed gravity values.
 EW2514
 EW2514;                    North         East    Units  Estimated Accuracy
 EW2514;SPC CA 5     -   589,130.    1,960,900.      MT  (+/- 180 meters Scaled)
 EW2514
 EW2514                          SUPERSEDED SURVEY CONTROL
 EW2514
 EW2514  NGVD 29 (??/??/92)  380.116  (m)         1247.10   (f) ADJ UNCH    1 1
 EW2514
 EW2514.Superseded values are not recommended for survey control.
 EW2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2514.See file dsdata.txt to determine how the superseded data were derived.
 EW2514
 EW2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT688966(NAD 83)
 EW2514_MARKER: DE = TRAVERSE STATION DISK
 EW2514_SETTING: 0 = UNSPECIFIED SETTING
 EW2514_STAMPING: 4-L-21 1941
 EW2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2514
 EW2514  HISTORY     - Date     Condition        Report By
 EW2514  HISTORY     - 1941     MONUMENTED       CA1980
 EW2514  HISTORY     - 1968     GOOD             CA1980
 EW2514  HISTORY     - 1971     GOOD             CA1980
 EW2514
 EW2514                          STATION DESCRIPTION
 EW2514
 EW2514'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2514'IN LOS ANGELES.
 EW2514'STANDARD TRAVERSE MONUMENT SYLMAR J-12B, STAMPED 4-L-21 1941,
 EW2514'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2514'FERNMONT STREET.
 EW2514
 EW2514                          STATION RECOVERY (1971)
 EW2514
 EW2514'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2572 ***********************************************************************
 EW2572  DESIGNATION -  4 L 22 C OF LA
 EW2572  PID         -  EW2572
 EW2572  STATE/COUNTY-  CA/LOS ANGELES
 EW2572  USGS QUAD   -  SAN FERNANDO (1988)
 EW2572
 EW2572                         *CURRENT SURVEY CONTROL
 EW2572  ___________________________________________________________________
 EW2572* NAD 83(1986)-  34 17 49.     (N)    118 25 06.     (W)     SCALED    
 EW2572* NAVD 88     -       364.090  (meters)    1194.52   (feet)  READJUSTED
 EW2572  ___________________________________________________________________
 EW2572  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW2572  DYNAMIC HT  -         363.690 (meters)    1193.21  (feet)  COMP
 EW2572  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 EW2572
 EW2572  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2572
 EW2572.The horizontal coordinates were scaled from a topographic map and have
 EW2572.an estimated accuracy of +/- 6 seconds.
 EW2572
 EW2572.The orthometric height was determined by differential leveling
 EW2572.and adjusted in September 2004.
 EW2572.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2572.distribution rate of 0.0 thru 1.0 mm/km.
 EW2572.The height was derived from older observations constrained to new
 EW2572.heights in a crustal motion area.  The height is approximate in
 EW2572.relation to other heights in its vicinity.
 EW2572
 EW2572.The geoid height was determined by GEOID03.
 EW2572
 EW2572.The dynamic height is computed by dividing the NAVD 88
 EW2572.geopotential number by the normal gravity value computed on the
 EW2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2572.degrees latitude (g = 980.6199 gals.).
 EW2572
 EW2572.The modeled gravity was interpolated from observed gravity values.
 EW2572
 EW2572;                    North         East    Units  Estimated Accuracy
 EW2572;SPC CA 5     -   588,480.    1,961,490.      MT  (+/- 180 meters Scaled)
 EW2572
 EW2572                          SUPERSEDED SURVEY CONTROL
 EW2572
 EW2572  NGVD 29 (??/??/92)  363.020  (m)         1191.01   (f) ADJ UNCH    1 1
 EW2572
 EW2572.Superseded values are not recommended for survey control.
 EW2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2572.See file dsdata.txt to determine how the superseded data were derived.
 EW2572
 EW2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT694959(NAD 83)
 EW2572_MARKER: DE = TRAVERSE STATION DISK
 EW2572_SETTING: 0 = UNSPECIFIED SETTING
 EW2572_STAMPING: 4-L-22 1941
 EW2572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2572
 EW2572  HISTORY     - Date     Condition        Report By
 EW2572  HISTORY     - 1941     MONUMENTED       CA1980
 EW2572  HISTORY     - 1968     GOOD             CA1980
 EW2572  HISTORY     - 1971     GOOD             CA1980
 EW2572
 EW2572                          STATION DESCRIPTION
 EW2572
 EW2572'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2572'IN LOS ANGELES.
 EW2572'STANDARD TRAVERSE MONUMENT PACOIMA J-1C, STAMPED 4-L-22 1941,
 EW2572'ON THE CENTER LINE OF FOOTHILL BOULEVARD, 214.29 FEET SOUTHEAST
 EW2572'OF THE CENTER LINE OF BRAND BOULEVARD.
 EW2572
 EW2572                          STATION RECOVERY (1971)
 EW2572
 EW2572'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2573 ***********************************************************************
 EW2573  DESIGNATION -  4 L 24 LA CO
 EW2573  PID         -  EW2573
 EW2573  STATE/COUNTY-  CA/LOS ANGELES
 EW2573  USGS QUAD   -  SAN FERNANDO (1988)
 EW2573
 EW2573                         *CURRENT SURVEY CONTROL
 EW2573  ___________________________________________________________________
 EW2573* NAD 83(1986)-  34 17 55.     (N)    118 25 13.     (W)     SCALED    
 EW2573* NAVD 88     -       364.758  (meters)    1196.71   (feet)  READJUSTED
 EW2573  ___________________________________________________________________
 EW2573  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW2573  DYNAMIC HT  -         364.350 (meters)    1195.37  (feet)  COMP
 EW2573  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 EW2573
 EW2573  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2573
 EW2573.The horizontal coordinates were scaled from a topographic map and have
 EW2573.an estimated accuracy of +/- 6 seconds.
 EW2573
 EW2573.The orthometric height was determined by differential leveling
 EW2573.and adjusted in September 2004.
 EW2573.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2573.distribution rate of 1.1 thru 2.0 mm/km.
 EW2573.The height was derived from older observations constrained to new
 EW2573.heights in a crustal motion area.  The height is approximate in
 EW2573.relation to other heights in its vicinity.
 EW2573
 EW2573.The geoid height was determined by GEOID03.
 EW2573
 EW2573.The dynamic height is computed by dividing the NAVD 88
 EW2573.geopotential number by the normal gravity value computed on the
 EW2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2573.degrees latitude (g = 980.6199 gals.).
 EW2573
 EW2573.The modeled gravity was interpolated from observed gravity values.
 EW2573
 EW2573;                    North         East    Units  Estimated Accuracy
 EW2573;SPC CA 5     -   588,670.    1,961,310.      MT  (+/- 180 meters Scaled)
 EW2573
 EW2573                          SUPERSEDED SURVEY CONTROL
 EW2573
 EW2573  NGVD 29 (??/??/92)  363.688  (m)         1193.20   (f) ADJ UNCH    1 1
 EW2573
 EW2573.Superseded values are not recommended for survey control.
 EW2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2573.See file dsdata.txt to determine how the superseded data were derived.
 EW2573
 EW2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT692961(NAD 83)
 EW2573_MARKER: DE = TRAVERSE STATION DISK
 EW2573_SETTING: 0 = UNSPECIFIED SETTING
 EW2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2573
 EW2573  HISTORY     - Date     Condition        Report By
 EW2573  HISTORY     - UNK      MONUMENTED       CA1980
 EW2573  HISTORY     - 1968     GOOD             CA1980
 EW2573  HISTORY     - 1971     GOOD             CA1980
 EW2573
 EW2573                          STATION DESCRIPTION
 EW2573
 EW2573'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2573'IN LOS ANGELES.
 EW2573'STANDARD SURVEY MONUMENT PACOIMA J-1D, VALLEY NUMBER 4-L-24 ON
 EW2573'THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND MACLAY
 EW2573'AVENUE.
 EW2573
 EW2573                          STATION RECOVERY (1971)
 EW2573
 EW2573'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2569 ***********************************************************************
 EW2569  DESIGNATION -  4 M 20 C OF LA
 EW2569  PID         -  EW2569
 EW2569  STATE/COUNTY-  CA/LOS ANGELES
 EW2569  USGS QUAD   -  SAN FERNANDO (1988)
 EW2569
 EW2569                         *CURRENT SURVEY CONTROL
 EW2569  ___________________________________________________________________
 EW2569* NAD 83(1986)-  34 17 23.     (N)    118 24 40.     (W)     SCALED    
 EW2569* NAVD 88     -       352.805  (meters)    1157.49   (feet)  READJUSTED
 EW2569  ___________________________________________________________________
 EW2569  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 EW2569  DYNAMIC HT  -         352.410 (meters)    1156.20  (feet)  COMP
 EW2569  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 EW2569
 EW2569  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2569
 EW2569.The horizontal coordinates were scaled from a topographic map and have
 EW2569.an estimated accuracy of +/- 6 seconds.
 EW2569
 EW2569.The orthometric height was determined by differential leveling
 EW2569.and adjusted in September 2004.
 EW2569.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2569.distribution rate of 1.1 thru 2.0 mm/km.
 EW2569.The height was derived from older observations constrained to new
 EW2569.heights in a crustal motion area.  The height is approximate in
 EW2569.relation to other heights in its vicinity.
 EW2569
 EW2569.The geoid height was determined by GEOID03.
 EW2569
 EW2569.The dynamic height is computed by dividing the NAVD 88
 EW2569.geopotential number by the normal gravity value computed on the
 EW2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2569.degrees latitude (g = 980.6199 gals.).
 EW2569
 EW2569.The modeled gravity was interpolated from observed gravity values.
 EW2569
 EW2569;                    North         East    Units  Estimated Accuracy
 EW2569;SPC CA 5     -   587,680.    1,962,150.      MT  (+/- 180 meters Scaled)
 EW2569
 EW2569                          SUPERSEDED SURVEY CONTROL
 EW2569
 EW2569  NGVD 29 (??/??/92)  351.755  (m)         1154.05   (f) ADJ UNCH    1 1
 EW2569
 EW2569.Superseded values are not recommended for survey control.
 EW2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2569.See file dsdata.txt to determine how the superseded data were derived.
 EW2569
 EW2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT701951(NAD 83)
 EW2569_MARKER: DE = TRAVERSE STATION DISK
 EW2569_SETTING: 0 = UNSPECIFIED SETTING
 EW2569_STAMPING: 4-M-20 1941
 EW2569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2569
 EW2569  HISTORY     - Date     Condition        Report By
 EW2569  HISTORY     - 1941     MONUMENTED       CA1980
 EW2569  HISTORY     - 1968     GOOD             CA1980
 EW2569  HISTORY     - 1971     GOOD             CA1980
 EW2569
 EW2569                          STATION DESCRIPTION
 EW2569
 EW2569'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2569'IN LOS ANGELES.
 EW2569'STANDARD TRAVERSE MONUMENT PACOIMA K-2B, STAMPED 4-M-20 1941,
 EW2569'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2569'VAUGHN STREET.
 EW2569
 EW2569                          STATION RECOVERY (1971)
 EW2569
 EW2569'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1517 ***********************************************************************
 JS1517  DESIGNATION -  4 MER
 JS1517  PID         -  JS1517
 JS1517  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1517  USGS QUAD   -  LINDEN (1993)
 JS1517
 JS1517                         *CURRENT SURVEY CONTROL
 JS1517  ___________________________________________________________________
 JS1517* NAD 83(1986)-  38 01 25.     (N)    121 00 24.     (W)     SCALED    
 JS1517* NAVD 88     -        58.05   (+/-2cm)     190.5    (feet)  VERTCON   
 JS1517  ___________________________________________________________________
 JS1517  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JS1517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS1517
 JS1517.The horizontal coordinates were scaled from a topographic map and have
 JS1517.an estimated accuracy of +/- 6 seconds.
 JS1517
 JS1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1517.The vertical order pertains to the NGVD 29 superseded value.
 JS1517
 JS1517.The geoid height was determined by GEOID03.
 JS1517
 JS1517;                    North         East    Units  Estimated Accuracy
 JS1517;SPC CA 3     -   669,210.    1,955,520.      MT  (+/- 180 meters Scaled)
 JS1517
 JS1517                          SUPERSEDED SURVEY CONTROL
 JS1517
 JS1517  NGVD 29 (??/??/92)   57.346  (m)          188.14   (f) ADJ UNCH    2 0
 JS1517
 JS1517.Superseded values are not recommended for survey control.
 JS1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1517.See file dsdata.txt to determine how the superseded data were derived.
 JS1517
 JS1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH749103(NAD 83)
 JS1517_MARKER: DD = SURVEY DISK
 JS1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1517_STAMPING: 4 MER 188 1959
 JS1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1517+STABILITY: SURFACE MOTION
 JS1517
 JS1517  HISTORY     - Date     Condition        Report By
 JS1517  HISTORY     - 1959     MONUMENTED       USGS
 JS1517  HISTORY     - 1963     GOOD             NGS
 JS1517  HISTORY     - 1987     MARK NOT FOUND   NGS
 JS1517
 JS1517                          STATION DESCRIPTION
 JS1517
 JS1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 JS1517'6.6 MI NE FROM LINDEN.
 JS1517'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE LINDEN GRAMMAR
 JS1517'SCHOOL AT LINDEN, THENCE 2.0 MILES SOUTH ALONG ESCALON-BELLOTA
 JS1517'ROAD, 6.85 MILES NORTH OF FARMINGTON, 0.4 MILE SOUTHEAST OF A
 JS1517'WINDMILL, 0.15 MILE NORTHWEST OF A STEEL TOWER POWER TRANSMISSION
 JS1517'LINE, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JS1517'1.1 FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS
 JS1517'POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 JS1517'A CONCRETE POST PROJECTIING 0.3 FOOT ABOVE THE GROUND.
 JS1517
 JS1517                          STATION RECOVERY (1987)
 JS1517
 JS1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JS1517'THE ROAD HAS BEEN REWORKED AND FILL DIRT ADDED TO THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0929 ***********************************************************************
 EV0929  DESIGNATION -  4 NAFB
 EV0929  PID         -  EV0929
 EV0929  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0929  USGS QUAD   -  REDLANDS (1996)
 EV0929
 EV0929                         *CURRENT SURVEY CONTROL
 EV0929  ___________________________________________________________________
 EV0929* NAD 83(1986)-  34 05 43.     (N)    117 14 53.     (W)     SCALED    
 EV0929* NAVD 88     -       331.47   (+/-2cm)    1087.5    (feet)  VERTCON   
 EV0929  ___________________________________________________________________
 EV0929  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EV0929  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0929
 EV0929.The horizontal coordinates were scaled from a topographic map and have
 EV0929.an estimated accuracy of +/- 6 seconds.
 EV0929
 EV0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0929.The vertical order pertains to the NGVD 29 superseded value.
 EV0929
 EV0929.The geoid height was determined by GEOID03.
 EV0929
 EV0929;                    North         East    Units  Estimated Accuracy
 EV0929;SPC CA 5     -   566,290.    2,069,390.      MT  (+/- 180 meters Scaled)
 EV0929
 EV0929                          SUPERSEDED SURVEY CONTROL
 EV0929
 EV0929  NGVD 29 (??/??/92)  330.76   (m)         1085.2    (f) COMPUTED    1 2
 EV0929
 EV0929.Superseded values are not recommended for survey control.
 EV0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0929.See file dsdata.txt to determine how the superseded data were derived.
 EV0929
 EV0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT771727(NAD 83)
 EV0929_MARKER: Z = SEE DESCRIPTION
 EV0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0929_SP_SET: BUILDING WALL
 EV0929_STAMPING: 4
 EV0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0929
 EV0929  HISTORY     - Date     Condition        Report By
 EV0929  HISTORY     - UNK      MONUMENTED       DOD
 EV0929  HISTORY     - 1956     GOOD             NGS
 EV0929
 EV0929                          STATION DESCRIPTION
 EV0929
 EV0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0929'AT NORTON AFB.
 EV0929'AT NORTON AIR FORCE BASE, AT BUILDING S-747, SET VERTICALLY
 EV0929'IN THE NORTH CONCRETE WALL, 38 FEET SOUTH OF THE CENTER OF THE T
 EV0929'JUNCTION OF B STREET AND EAST DRIVE, 1.0 FOOT WEST OF THE
 EV0929'NORTHEAST CORNER OF THE BUILDING, AND 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2402 ***********************************************************************
 HS2402  DESIGNATION -  4 NWW
 HS2402  PID         -  HS2402
 HS2402  STATE/COUNTY-  CA/STANISLAUS
 HS2402  USGS QUAD   -  NEWMAN (1978)
 HS2402
 HS2402                         *CURRENT SURVEY CONTROL
 HS2402  ___________________________________________________________________
 HS2402* NAD 83(1986)-  37 19 03.     (N)    121 01 24.     (W)     SCALED    
 HS2402* NAVD 88     -        27.62   (+/-2cm)      90.6    (feet)  VERTCON   
 HS2402  ___________________________________________________________________
 HS2402  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HS2402  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2402
 HS2402.The horizontal coordinates were scaled from a topographic map and have
 HS2402.an estimated accuracy of +/- 6 seconds.
 HS2402
 HS2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2402.The vertical order pertains to the NGVD 29 superseded value.
 HS2402
 HS2402.The geoid height was determined by GEOID03.
 HS2402
 HS2402;                    North         East    Units  Estimated Accuracy
 HS2402;SPC CA 3     -   590,860.    1,953,610.      MT  (+/- 180 meters Scaled)
 HS2402
 HS2402                          SUPERSEDED SURVEY CONTROL
 HS2402
 HS2402  NGVD 29 (??/??/92)   26.87   (m)           88.2    (f) COMPUTED    1 2
 HS2402
 HS2402.Superseded values are not recommended for survey control.
 HS2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2402.See file dsdata.txt to determine how the superseded data were derived.
 HS2402
 HS2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG751319(NAD 83)
 HS2402_MARKER: R = RIVET
 HS2402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2402_SP_SET: CONCRETE
 HS2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2402
 HS2402  HISTORY     - Date     Condition        Report By
 HS2402  HISTORY     - UNK      MONUMENTED       CA2390
 HS2402  HISTORY     - 1958     GOOD             NGS
 HS2402  HISTORY     - 1965     GOOD             NGS
 HS2402
 HS2402                          STATION DESCRIPTION
 HS2402
 HS2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2402'AT NEWMAN.
 HS2402'AT NEWMAN, STANISLAUS COUNTY, 9 FEET EAST AND 9 FEET NORTH OF
 HS2402'THE CENTER OF THE INTERSECTION OF KERN AND O STREETS, BENEATH
 HS2402'A CAST-IRON MONUMENT COVER, AND 1 FOOT BELOW THE PAVEMENT.  A
 HS2402'BRASS PIN SET IN CONCRETE.
 HS2402
 HS2402                          STATION RECOVERY (1965)
 HS2402
 HS2402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5429 ***********************************************************************
 DX5429  DESIGNATION -  4 OJA
 DX5429  PID         -  DX5429
 DX5429  STATE/COUNTY-  CA/RIVERSIDE
 DX5429  USGS QUAD   -  LAKEVIEW (1979)
 DX5429
 DX5429                         *CURRENT SURVEY CONTROL
 DX5429  ___________________________________________________________________
 DX5429* NAD 83(1986)-  33 49 56.     (N)    117 06 55.     (W)     SCALED    
 DX5429* NAVD 88     -       452.211  (meters)    1483.63   (feet)  ADJUSTED  
 DX5429  ___________________________________________________________________
 DX5429  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DX5429  DYNAMIC HT  -         451.696 (meters)    1481.94  (feet)  COMP
 DX5429  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 DX5429
 DX5429  VERT ORDER  -  FIRST     CLASS II
 DX5429
 DX5429.The horizontal coordinates were scaled from a topographic map and have
 DX5429.an estimated accuracy of +/- 6 seconds.
 DX5429
 DX5429.The orthometric height was determined by differential leveling
 DX5429.and adjusted in January 1993.
 DX5429
 DX5429.The geoid height was determined by GEOID03.
 DX5429
 DX5429.The dynamic height is computed by dividing the NAVD 88
 DX5429.geopotential number by the normal gravity value computed on the
 DX5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5429.degrees latitude (g = 980.6199 gals.).
 DX5429
 DX5429.The modeled gravity was interpolated from observed gravity values.
 DX5429
 DX5429;                    North         East    Units  Estimated Accuracy
 DX5429;SPC CA 6     -   685,050.    1,919,910.      MT  (+/- 180 meters Scaled)
 DX5429
 DX5429                          SUPERSEDED SURVEY CONTROL
 DX5429
 DX5429.No superseded survey control is available for this station.
 DX5429
 DX5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT893435(NAD 83)
 DX5429_MARKER: N = NAIL
 DX5429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX5429_SP_SET: MANHOLE
 DX5429_MARK LOGO: NONE  
 DX5429_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5429+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1993
 DX5429
 DX5429  HISTORY     - Date     Condition        Report By
 DX5429  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5429  HISTORY     - 19930416 GOOD             MWDSC
 DX5429
 DX5429                          STATION DESCRIPTION
 DX5429
 DX5429'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5429'AT LAKEVIEW, EAST ON LAKEVIEW AVE. FROM EUCALYPTUS AVE, TO ORANGE
 DX5429'STREET, SOUTH ON ORANGE STREET TO SIXTH STREET, 400 FEET (121.9 M)
 DX5429'SOUTH ON SIXTH STREET FROM THE INTERSECTION OF SIXTH STREET AND ORANGE
 DX5429'STREET, 250 FT (76.2 M) WEST OF THE CENTERLINE OF SIXTH STREET, FOUND
 DX5429'PK NAIL IN TOP OF SOUTHWEST CORNER OF MANHOLE, 2.5 FEET (0.8 M) ABOVE
 DX5429'THE GROUND.
 DX5429
 DX5429                          STATION RECOVERY (1993)
 DX5429
 DX5429'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX5429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5428 ***********************************************************************
 DX5428  DESIGNATION -  4 PCL
 DX5428  PID         -  DX5428
 DX5428  STATE/COUNTY-  CA/RIVERSIDE
 DX5428  USGS QUAD   -  LAKEVIEW (1979)
 DX5428
 DX5428                         *CURRENT SURVEY CONTROL
 DX5428  ___________________________________________________________________
 DX5428* NAD 83(1986)-  33 49 50.     (N)    117 06 07.     (W)     SCALED    
 DX5428* NAVD 88     -       450.777  (meters)    1478.92   (feet)  ADJUSTED  
 DX5428  ___________________________________________________________________
 DX5428  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DX5428  DYNAMIC HT  -         450.262 (meters)    1477.23  (feet)  COMP
 DX5428  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 DX5428
 DX5428  VERT ORDER  -  FIRST     CLASS II
 DX5428
 DX5428.The horizontal coordinates were scaled from a topographic map and have
 DX5428.an estimated accuracy of +/- 6 seconds.
 DX5428
 DX5428.The orthometric height was determined by differential leveling
 DX5428.and adjusted in January 1993.
 DX5428
 DX5428.The geoid height was determined by GEOID03.
 DX5428
 DX5428.The dynamic height is computed by dividing the NAVD 88
 DX5428.geopotential number by the normal gravity value computed on the
 DX5428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5428.degrees latitude (g = 980.6199 gals.).
 DX5428
 DX5428.The modeled gravity was interpolated from observed gravity values.
 DX5428
 DX5428;                    North         East    Units  Estimated Accuracy
 DX5428;SPC CA 6     -   684,860.    1,921,140.      MT  (+/- 180 meters Scaled)
 DX5428
 DX5428                          SUPERSEDED SURVEY CONTROL
 DX5428
 DX5428.No superseded survey control is available for this station.
 DX5428
 DX5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT905433(NAD 83)
 DX5428_MARKER: DB = BENCH MARK DISK
 DX5428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5428_SP_SET: IN TOP OF AQUEDUCT STRUCTURE
 DX5428_STAMPING: 4 PCL 1967
 DX5428_MARK LOGO: MWDSC 
 DX5428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5428+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5428
 DX5428  HISTORY     - Date     Condition        Report By
 DX5428  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5428
 DX5428                          STATION DESCRIPTION
 DX5428
 DX5428'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5428'1.0 MILE (1.6 KM) SOUTHEAST OF LAKEVIEW, EAST ON LAKEVIEW AVE. FROM
 DX5428'EUCALYPTUS AVE TO FIFTH STREET, 800 FEET (243.8 M) EAST ON LAKEVIEW
 DX5428'FROM INTERSECTION WITH FIFTH STREET, 100 FEET (30.5 M) NORTH OF
 DX5428'LAKEVIEW AVE. TO THE WEST END OF FOURTH STREET SIPHON, ON THE WEST
 DX5428'SIDE OF A COLORADO RIVER AQUEDUCT STRUCTURE, FOUND 3 INCH STANDARD
 DX5428'BRASS MWD DISK SET FLUSH IN TOP OF WEST WALL OF STRUCTURE, 0.5 FEET
 DX5428'(15.2 CM) ABOVE GROUND SURFACE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1284 ***********************************************************************
 KT1284  DESIGNATION -  4 S USGS
 KT1284  PID         -  KT1284
 KT1284  STATE/COUNTY-  CA/MENDOCINO
 KT1284  USGS QUAD   -  WILLITS (1991)
 KT1284
 KT1284                         *CURRENT SURVEY CONTROL
 KT1284  ___________________________________________________________________
 KT1284* NAD 83(1986)-  39 27 35.     (N)    123 17 38.     (W)     SCALED    
 KT1284* NAVD 88     -       555.75   (+/-2cm)    1823.3    (feet)  VERTCON   
 KT1284  ___________________________________________________________________
 KT1284  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 KT1284  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1284
 KT1284.The horizontal coordinates were scaled from a topographic map and have
 KT1284.an estimated accuracy of +/- 6 seconds.
 KT1284
 KT1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1284.The vertical order pertains to the NGVD 29 superseded value.
 KT1284
 KT1284.The geoid height was determined by GEOID03.
 KT1284
 KT1284;                    North         East    Units  Estimated Accuracy
 KT1284;SPC CA 2     -   699,830.    1,888,660.      MT  (+/- 180 meters Scaled)
 KT1284
 KT1284                          SUPERSEDED SURVEY CONTROL
 KT1284
 KT1284  NGVD 29 (??/??/92)  554.821  (m)         1820.28   (f) ADJ UNCH    1 2
 KT1284
 KT1284.Superseded values are not recommended for survey control.
 KT1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1284.See file dsdata.txt to determine how the superseded data were derived.
 KT1284
 KT1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ747678(NAD 83)
 KT1284_MARKER: DD = SURVEY DISK
 KT1284_SETTING: 66 = SET IN ROCK OUTCROP
 KT1284_SP_SET: ROCK OUTCROP
 KT1284_STAMPING: NO 4 S 1924
 KT1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1284+STABILITY: POSITION/ELEVATION WELL
 KT1284
 KT1284  HISTORY     - Date     Condition        Report By
 KT1284  HISTORY     - 1924     MONUMENTED       USGS
 KT1284  HISTORY     - 1965     GOOD             NGS
 KT1284
 KT1284                          STATION DESCRIPTION
 KT1284
 KT1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1284'6.1 MI NE FROM WILLITS.
 KT1284'6.1 MILES NORTHEAST ALONG HEARST ROAD FROM THE NORTHWESTERN
 KT1284'PACIFIC RAILROAD STATION AT WILLITS, IN THE TOP OF A MASSIVE
 KT1284'ROCK OUTCROP WHICH IS IN THE YARD OF A FARMHOUSE, 48 FEET
 KT1284'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 49 FEET NORTHEAST OF
 KT1284'THE NORTH CORNER OF A BARN, 40 FEET NORTHEAST OF THE CENTER
 KT1284'LINE OF A DRIVEWAY LEADING TO THE HOUSE, AND ABOUT 10 FEET
 KT1284'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2282 ***********************************************************************
 DX2282  DESIGNATION -  4 STA 42
 DX2282  PID         -  DX2282
 DX2282  STATE/COUNTY-  CA/ORANGE
 DX2282  USGS QUAD   -  ANAHEIM (1981)
 DX2282
 DX2282                         *CURRENT SURVEY CONTROL
 DX2282  ___________________________________________________________________
 DX2282* NAD 83(1986)-  33 46 37.     (N)    117 52 35.     (W)     SCALED    
 DX2282* NAVD 88     -        41.54   (+/-2cm)     136.3    (feet)  VERTCON   
 DX2282  ___________________________________________________________________
 DX2282  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DX2282  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2282
 DX2282.The horizontal coordinates were scaled from a topographic map and have
 DX2282.an estimated accuracy of +/- 6 seconds.
 DX2282
 DX2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2282.The vertical order pertains to the NGVD 29 superseded value.
 DX2282
 DX2282.The geoid height was determined by GEOID03.
 DX2282
 DX2282;                    North         East    Units  Estimated Accuracy
 DX2282;SPC CA 6     -   679,760.    1,849,360.      MT  (+/- 180 meters Scaled)
 DX2282
 DX2282                          SUPERSEDED SURVEY CONTROL
 DX2282
 DX2282  NGVD 29 (??/??/??)   40.836  (m)          133.98   (f) ADJUSTED    1 1
 DX2282
 DX2282.Superseded values are not recommended for survey control.
 DX2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2282.See file dsdata.txt to determine how the superseded data were derived.
 DX2282
 DX2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT188377(NAD 83)
 DX2282_MARKER: Z = SEE DESCRIPTION
 DX2282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2282_SP_SET: CURB
 DX2282_STAMPING: 4-STA-42
 DX2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2282
 DX2282  HISTORY     - Date     Condition        Report By
 DX2282  HISTORY     - UNK      MONUMENTED       CADH
 DX2282  HISTORY     - 1968     GOOD             NGS
 DX2282  HISTORY     - 1974     GOOD             CA-059
 DX2282
 DX2282                          STATION DESCRIPTION
 DX2282
 DX2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2282'2.3 MI NW FROM SANTA ANA.
 DX2282'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 DX2282'RAILWAY STATION IN SANTA ANA TO ITS INTERSECTION WITH FLOWER
 DX2282'STREET, 35 FEET NORTHWEST OF THE NORTH PROLONGATION OF FLOWER
 DX2282'STREET TO THE SOUTH, 15 FEET WEST OF THE FACE OF THE WEST CURB
 DX2282'OF THE EXIT ROAD OFF OF THE SANTA ANA FREEWAY, 27 FEET SOUTHWEST
 DX2282'OF THE SOUTHWEST RAIL OF THE RAILWAY, 1 FOOT SOUTH OF A 4.5 FOOT
 DX2282'BY 3 INCH VENT PIPE, 30.5 FEET EAST OF A METAL BOX MARKER
 DX2282'CROSSING NUMBER BK 514.7, 6 FEET SOUTH OF A VERTICAL RAILROAD
 DX2282'TIE (THE MOST SOUTHERLY OF THREE USED AS ROAD BARRICADES), SET
 DX2282'IN THE TOP OF THE NORTHERLY END OF A CONCRETE CURB OF THE OLD
 DX2282'ROAD, 0.60 OF A FOOT HIGHER THAN THE GUTTER.
 DX2282
 DX2282                          STATION RECOVERY (1974)
 DX2282
 DX2282'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2206 ***********************************************************************
 HS2206  DESIGNATION -  4 TID
 HS2206  PID         -  HS2206
 HS2206  STATE/COUNTY-  CA/STANISLAUS
 HS2206  USGS QUAD   -  CERES (1987)
 HS2206
 HS2206                         *CURRENT SURVEY CONTROL
 HS2206  ___________________________________________________________________
 HS2206* NAD 83(1986)-  37 30 01.     (N)    120 58 02.     (W)     SCALED    
 HS2206* NAVD 88     -        22.10   (+/-2cm)      72.5    (feet)  VERTCON   
 HS2206  ___________________________________________________________________
 HS2206  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HS2206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2206
 HS2206.The horizontal coordinates were scaled from a topographic map and have
 HS2206.an estimated accuracy of +/- 6 seconds.
 HS2206
 HS2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2206.The vertical order pertains to the NGVD 29 superseded value.
 HS2206
 HS2206.The geoid height was determined by GEOID03.
 HS2206
 HS2206;                    North         East    Units  Estimated Accuracy
 HS2206;SPC CA 3     -   611,120.    1,958,690.      MT  (+/- 180 meters Scaled)
 HS2206
 HS2206                          SUPERSEDED SURVEY CONTROL
 HS2206
 HS2206  NGVD 29 (??/??/92)   21.38   (m)           70.1    (f) COMPUTED    2 0
 HS2206
 HS2206.Superseded values are not recommended for survey control.
 HS2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2206.See file dsdata.txt to determine how the superseded data were derived.
 HS2206
 HS2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG796523(NAD 83)
 HS2206_MARKER: DD = SURVEY DISK
 HS2206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2206_SP_SET: BRIDGE
 HS2206_STAMPING: NO 4
 HS2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2206
 HS2206  HISTORY     - Date     Condition        Report By
 HS2206  HISTORY     - UNK      MONUMENTED       TID
 HS2206  HISTORY     - 1958     GOOD             NGS
 HS2206
 HS2206                          STATION DESCRIPTION
 HS2206
 HS2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2206'7.6 MI W FROM TURLOCK.
 HS2206'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY
 HS2206'RAILROAD FROM THE STATION AT TURLOCK, THENCE 5.8 MILES WEST
 HS2206'ALONG FULKERTH ROAD, THENCE 0.5 MILE SOUTH ALONG BLAKER ROAD,
 HS2206'IN R9E T5S S15, AT A CONCRETE BRIDGE OVER THE LOWER LATERAL NO.
 HS2206'4 CANAL, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST
 HS2206'CONCRETE WING WALL, 14 FEET WEST OF THE CENTER LINE OF THE
 HS2206'ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1847 ***********************************************************************
 DY1847  DESIGNATION -  4 UOCO
 DY1847  PID         -  DY1847
 DY1847  STATE/COUNTY-  CA/LOS ANGELES
 DY1847  USGS QUAD   -  TORRANCE (1981)
 DY1847
 DY1847                         *CURRENT SURVEY CONTROL
 DY1847  ___________________________________________________________________
 DY1847* NAD 83(1986)-  33 46 02.     (N)    118 16 53.     (W)     SCALED    
 DY1847* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 DY1847  ___________________________________________________________________
 DY1847  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1847  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1847
 DY1847.The horizontal coordinates were scaled from a topographic map and have
 DY1847.an estimated accuracy of +/- 6 seconds.
 DY1847
 DY1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1847.The vertical order pertains to the NGVD 29 superseded value.
 DY1847
 DY1847.The geoid height was determined by GEOID03.
 DY1847
 DY1847;                    North         East    Units  Estimated Accuracy
 DY1847;SPC CA 5     -   529,680.    1,973,930.      MT  (+/- 180 meters Scaled)
 DY1847
 DY1847                          SUPERSEDED SURVEY CONTROL
 DY1847
 DY1847  NGVD 29 (??/??/92)    3.28   (m)           10.8    (f) COMPUTED    1 2
 DY1847
 DY1847.Superseded values are not recommended for survey control.
 DY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1847.See file dsdata.txt to determine how the superseded data were derived.
 DY1847
 DY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813370(NAD 83)
 DY1847_MARKER: DD = SURVEY DISK
 DY1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1847_STAMPING: 6.259 4
 DY1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1847+STABILITY: SURFACE MOTION
 DY1847
 DY1847  HISTORY     - Date     Condition        Report By
 DY1847  HISTORY     - UNK      MONUMENTED       UOCO
 DY1847  HISTORY     - 1964     GOOD             NGS
 DY1847  HISTORY     - 1968     MARK NOT FOUND   UOCO
 DY1847
 DY1847                          STATION DESCRIPTION
 DY1847
 DY1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1847'AT WILMINGTON.
 DY1847'AT WILMINGTON, 0.3 MILE SOUTHWEST ALONG WILMINGTON-SAN PEDRO
 DY1847'ROAD FROM THE JUNCTION OF B STREET, ABOUT 0.2 MILE NORTH OF THE
 DY1847'ENTRANCE TO THE WESTOIL TERMINAL COMPANY, ACROSS THE ROAD FROM
 DY1847'A FREEWAY BRIDGE OVER A SPUR TRACK, ALONG THE PACIFIC ELECTRIC
 DY1847'RAILWAY TRACK, 36.0 FEET EAST OF THE EAST CURB OF THE ROAD, 10.1
 DY1847'FEET EAST OF THE EAST RAIL, 12 FEET NORTH OF RAILROAD SIGNAL
 DY1847'POLE WITH A METAL BOX ATTACHED, 0.5 FOOT WEST OF A MESH-WIRE
 DY1847'FENCE, AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT
 DY1847'UNDERGROUND, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 DY1847
 DY1847                          STATION RECOVERY (1968)
 DY1847
 DY1847'RECOVERY NOTE BY UNION OIL COMPANY 1968
 DY1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0552 ***********************************************************************
 HS0552  DESIGNATION -  4 USBR
 HS0552  PID         -  HS0552
 HS0552  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0552  USGS QUAD   -  SOLYO (1991)
 HS0552
 HS0552                         *CURRENT SURVEY CONTROL
 HS0552  ___________________________________________________________________
 HS0552* NAD 83(1986)-  37 37 03.     (N)    121 19 28.     (W)     SCALED    
 HS0552* NAVD 88     -        58.70   (+/-2cm)     192.6    (feet)  VERTCON   
 HS0552  ___________________________________________________________________
 HS0552  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HS0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS0552
 HS0552.The horizontal coordinates were scaled from a topographic map and have
 HS0552.an estimated accuracy of +/- 6 seconds.
 HS0552
 HS0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0552.The vertical order pertains to the NGVD 29 superseded value.
 HS0552
 HS0552.The geoid height was determined by GEOID03.
 HS0552
 HS0552;                    North         East    Units  Estimated Accuracy
 HS0552;SPC CA 3     -   624,340.    1,927,220.      MT  (+/- 180 meters Scaled)
 HS0552
 HS0552                          SUPERSEDED SURVEY CONTROL
 HS0552
 HS0552  NGVD 29 (??/??/92)   57.95   (m)          190.1    (f) COMPUTED    2 0
 HS0552
 HS0552.Superseded values are not recommended for survey control.
 HS0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0552.See file dsdata.txt to determine how the superseded data were derived.
 HS0552
 HS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG478646(NAD 83)
 HS0552_MARKER: DD = SURVEY DISK
 HS0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0552_SP_SET: CATWALK
 HS0552_STAMPING: 24.42
 HS0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0552
 HS0552  HISTORY     - Date     Condition        Report By
 HS0552  HISTORY     - UNK      MONUMENTED       BLM
 HS0552  HISTORY     - 1965     GOOD             NGS
 HS0552
 HS0552                          STATION DESCRIPTION
 HS0552
 HS0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS0552'5.7 MI W FROM VERNALIS.
 HS0552'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 HS0552'AT VERNALIS, THENCE 2.8 MILES WEST ALONG VERNALIS ROAD, THENCE
 HS0552'2.2 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE NORTHEAST
 HS0552'LEVEE OF THE DELTA-MENDOTA CANAL, ABOUT 200 FEET NORTH OF THE
 HS0552'CROSSING OF KOSTE ROAD, AT CONCRETE CHECK DAM NO. 24.42, IN THE
 HS0552'TOP OF THE CONCRETE CATWALK, 3 FEET EAST OF THE WEST END OF THE
 HS0552'WALK, 0.7 FOOT NORTH OF THE SOUTH EDGE OF THE WALK, ABOUT 4 FEET
 HS0552'LOWER THAN THE ROAD.  NOTE-- THIS MARK IS 1.0 MILE NORTH OF THE
 HS0552'NORTHWEST END OF THE NORTH-WEST-SOUTHEAST RUNWAY AT VERNALIS NAVAL
 HS0552'AUXILIARY AIR STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3449 ***********************************************************************
 HS3449  DESIGNATION -  4 USBR
 HS3449  PID         -  HS3449
 HS3449  STATE/COUNTY-  CA/CONTRA COSTA
 HS3449  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3449
 HS3449                         *CURRENT SURVEY CONTROL
 HS3449  ___________________________________________________________________
 HS3449* NAD 83(1986)-  37 49 02.     (N)    121 33 30.     (W)     SCALED    
 HS3449* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 HS3449  ___________________________________________________________________
 HS3449  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 HS3449  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3449
 HS3449.The horizontal coordinates were scaled from a topographic map and have
 HS3449.an estimated accuracy of +/- 6 seconds.
 HS3449
 HS3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3449.The vertical order pertains to the NGVD 29 superseded value.
 HS3449
 HS3449.The geoid height was determined by GEOID03.
 HS3449
 HS3449;                    North         East    Units  Estimated Accuracy
 HS3449;SPC CA 3     -   646,710.    1,906,820.      MT  (+/- 180 meters Scaled)
 HS3449
 HS3449                          SUPERSEDED SURVEY CONTROL
 HS3449
 HS3449  NGVD 29 (??/??/92)    2.423  (m)            7.95   (f) ADJ UNCH    1 2
 HS3449
 HS3449.Superseded values are not recommended for survey control.
 HS3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3449.See file dsdata.txt to determine how the superseded data were derived.
 HS3449
 HS3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG268865(NAD 83)
 HS3449_MARKER: DD = SURVEY DISK
 HS3449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3449_SP_SET: FLOOR
 HS3449_STAMPING: 4
 HS3449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3449
 HS3449  HISTORY     - Date     Condition        Report By
 HS3449  HISTORY     - UNK      MONUMENTED       BOR
 HS3449  HISTORY     - 1957     GOOD             NGS
 HS3449  HISTORY     - 1963     GOOD             NGS
 HS3449
 HS3449                          STATION DESCRIPTION
 HS3449
 HS3449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3449'0.8 MI SW FROM CLIFTON COURT FERRY.
 HS3449'0.8 MILE SOUTHWEST ALONG HERDLYN ROAD FROM THE CLIFTON COURT
 HS3449'FERRY OVER OLD RIVER, AT THE SOUTHEAST CORNER OF CLIFTON COURT
 HS3449'TRACT, AT THE FISH COLLECTING FACILITIES OF THE DELTA-MENDOTA
 HS3449'CANAL, AT THE MAIN PUMP DECK, IN THE TOP OF THE NORTH CORNER OF
 HS3449'THE CONCRETE FLOOR (THIS FLOOR IS SET ON PILING DRIVEN 23 FEET
 HS3449'INTO THE GROUND), 9 FEET SOUTHEAST OF THE CENTER LINE OF A
 HS3449'BLACKTOP SERVICE ROAD, 2.1 FEET NORTH OF THE NORTH CORNER OF A
 HS3449'GRATE FRAME, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 HS3449
 HS3449                          STATION RECOVERY (1963)
 HS3449
 HS3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1023 ***********************************************************************
 JS1023  DESIGNATION -  4 USE
 JS1023  PID         -  JS1023
 JS1023  STATE/COUNTY-  CA/SACRAMENTO
 JS1023  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS1023
 JS1023                         *CURRENT SURVEY CONTROL
 JS1023  ___________________________________________________________________
 JS1023* NAD 83(1986)-  38 31 09.     (N)    121 29 23.     (W)     SCALED    
 JS1023* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 JS1023  ___________________________________________________________________
 JS1023  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JS1023  VERT ORDER  -  THIRD (See Below)
 JS1023
 JS1023.This mark is at Sacramento Exec Airport (SAC)
 JS1023
 JS1023.The horizontal coordinates were scaled from a topographic map and have
 JS1023.an estimated accuracy of +/- 6 seconds.
 JS1023
 JS1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1023.The vertical order pertains to the NGVD 29 superseded value.
 JS1023
 JS1023.The geoid height was determined by GEOID03.
 JS1023
 JS1023;                    North         East    Units  Estimated Accuracy
 JS1023;SPC CA 2     -   594,760.    2,044,500.      MT  (+/- 180 meters Scaled)
 JS1023
 JS1023                          SUPERSEDED SURVEY CONTROL
 JS1023
 JS1023  NGVD 29 (??/??/??)    6.46   (m)           21.2    (f) RESET       3  
 JS1023
 JS1023.Superseded values are not recommended for survey control.
 JS1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1023.See file dsdata.txt to determine how the superseded data were derived.
 JS1023
 JS1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH316645(NAD 83)
 JS1023_MARKER: DD = SURVEY DISK
 JS1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1023_SP_SET: ASPHALT PAVING
 JS1023_STAMPING: 4 21.22 4+72 19
 JS1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1023
 JS1023  HISTORY     - Date     Condition        Report By
 JS1023  HISTORY     - UNK      MONUMENTED       DOD
 JS1023  HISTORY     - 1945     GOOD             NGS
 JS1023  HISTORY     - 1969     GOOD             NGS
 JS1023
 JS1023                          STATION DESCRIPTION
 JS1023
 JS1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS1023'4.3 MI S FROM SACRAMENTO.
 JS1023'AT SACRAMENTO MUNICIPAL AIRPORT, AT THE NORTHEAST END AND ALONG
 JS1023'THE CENTERLINE OF THE NORTHEAST-SOUTHWEST RUNWAY, SET IN CONCRETE
 JS1023'POURED INTO HOLE CUT IN ASPHALT RUNWAY PAVING, IN LINE WITH THE
 JS1023'EXTENSION TO THE EAST OF AN EAST-WEST TAXIWAY, 25.0 FEET SOUTHWEST
 JS1023'OF NORTHEAST END OF RUNWAY.  NOTE-- THIS MARK IS SET AT THE
 JS1023'HIGHEST POINT OF RUNWAYS IN 1945.  NOTE-- TO REACH SACRAMENTO
 JS1023'MUNICIPAL AIRPORT FROM THE JUNCTION OF CAPITOL AVENUE AND 21ST
 JS1023'STREET AT SACRAMENTO GO SOUTH 4.3 MILES ALONG 21ST STREET AND
 JS1023'FREEPORT ROAD TO THE MAIN GATE TO AIRPORT.  A CORPS OF ENGINEERS,
 JS1023'U.S. ARMY, STANDARD DISK, STAMPED 4 21.22 4+72 19.
 JS1023
 JS1023                          STATION RECOVERY (1969)
 JS1023
 JS1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JS1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0809 ***********************************************************************
 JT0809  DESIGNATION -  4 USE
 JT0809  PID         -  JT0809
 JT0809  STATE/COUNTY-  CA/MARIN
 JT0809  USGS QUAD   -  NOVATO (1980)
 JT0809
 JT0809                         *CURRENT SURVEY CONTROL
 JT0809  ___________________________________________________________________
 JT0809* NAD 83(1986)-  38 03 37.     (N)    122 30 53.     (W)     SCALED    
 JT0809* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 JT0809  ___________________________________________________________________
 JT0809  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JT0809  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0809
 JT0809.The horizontal coordinates were scaled from a topographic map and have
 JT0809.an estimated accuracy of +/- 6 seconds.
 JT0809
 JT0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0809.The vertical order pertains to the NGVD 29 superseded value.
 JT0809
 JT0809.The geoid height was determined by GEOID03.
 JT0809
 JT0809;                    North         East    Units  Estimated Accuracy
 JT0809;SPC CA 3     -   675,070.    1,823,210.      MT  (+/- 180 meters Scaled)
 JT0809
 JT0809                          SUPERSEDED SURVEY CONTROL
 JT0809
 JT0809  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    1 2
 JT0809
 JT0809.Superseded values are not recommended for survey control.
 JT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0809.See file dsdata.txt to determine how the superseded data were derived.
 JT0809
 JT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH425126(NAD 83)
 JT0809_MARKER: DB = BENCH MARK DISK
 JT0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0809_SP_SET: WINDOW SILL
 JT0809_STAMPING: NO 4
 JT0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0809
 JT0809  HISTORY     - Date     Condition        Report By
 JT0809  HISTORY     - UNK      MONUMENTED       DOD
 JT0809  HISTORY     - 1944     GOOD             NGS
 JT0809  HISTORY     - 1964     GOOD             NGS
 JT0809
 JT0809                          STATION DESCRIPTION
 JT0809
 JT0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 JT0809'AT HAMILTON FIELD.
 JT0809'AT HAMILTON ARMY AIR FIELD, SET IN THE BASE OF WINDOW SILL IN
 JT0809'THE NORTHEAST FACE AND AT THE EAST CORNER OF HANGAR NO. 7,
 JT0809'7.3 FEET NORTHWEST OF TH EAST CORNER OF HANGAR, 3.2 FEET ABOVE
 JT0809'GROUND LEVEL.  A BRONZE U.S.E.D. DISK.
 JT0809
 JT0809                          STATION RECOVERY (1964)
 JT0809
 JT0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JT0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1805 ***********************************************************************
 EW1805  DESIGNATION -  4 USGS
 EW1805  PID         -  EW1805
 EW1805  STATE/COUNTY-  CA/LOS ANGELES
 EW1805  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1805
 EW1805                         *CURRENT SURVEY CONTROL
 EW1805  ___________________________________________________________________
 EW1805* NAD 83(1986)-  34 02 53.     (N)    118 29 32.     (W)     SCALED    
 EW1805* NAVD 88     -       106.70   (+/-2cm)     350.1    (feet)  VERTCON   
 EW1805  ___________________________________________________________________
 EW1805  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW1805  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1805
 EW1805.The horizontal coordinates were scaled from a topographic map and have
 EW1805.an estimated accuracy of +/- 6 seconds.
 EW1805
 EW1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1805.The vertical order pertains to the NGVD 29 superseded value.
 EW1805
 EW1805.The geoid height was determined by GEOID03.
 EW1805
 EW1805;                    North         East    Units  Estimated Accuracy
 EW1805;SPC CA 5     -   560,910.    1,954,550.      MT  (+/- 180 meters Scaled)
 EW1805
 EW1805                          SUPERSEDED SURVEY CONTROL
 EW1805
 EW1805  NGVD 29 (??/??/92)  105.93   (m)          347.5    (f) COMPUTED    1 2
 EW1805
 EW1805.Superseded values are not recommended for survey control.
 EW1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1805.See file dsdata.txt to determine how the superseded data were derived.
 EW1805
 EW1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT622684(NAD 83)
 EW1805_MARKER: DD = SURVEY DISK
 EW1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1805_STAMPING: 4 1922 LOS ANGELES COUNTY
 EW1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1805+STABILITY: SURFACE MOTION
 EW1805
 EW1805  HISTORY     - Date     Condition        Report By
 EW1805  HISTORY     - 1922     MONUMENTED       USGS
 EW1805  HISTORY     - 1945     GOOD             NGS
 EW1805
 EW1805                          STATION DESCRIPTION
 EW1805
 EW1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1805'AT SANTA MONICA.
 EW1805'AT SANTA MONICA AT THE INTERSECTION OF SAN VICENTE BOULEVARD
 EW1805'AND TWENTY-SIXTH STREET.  2.8 FEET SOUTHEAST OF THE SOUTHEAST
 EW1805'CURB OF SAN VICENTE BOULEVARD, AND 24.5 FEET WEST SOUTHWEST OF
 EW1805'THE WEST SOUTHWEST CURBLINE OF TWENTY-SIXTH STREET (MEASURED
 EW1805'PERPENDICULAR TO THE PROJECTED CURBLINE).  A UNITED STATES
 EW1805'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4 1922 LOS ANGELES
 EW1805'COUNTY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2289 ***********************************************************************
 HS2289  DESIGNATION -  4 USGS
 HS2289  PID         -  HS2289
 HS2289  STATE/COUNTY-  CA/SANTA CLARA
 HS2289  USGS QUAD   -  PACHECO PEAK (1978)
 HS2289
 HS2289                         *CURRENT SURVEY CONTROL
 HS2289  ___________________________________________________________________
 HS2289* NAD 83(1986)-  37 02 12.     (N)    121 18 38.     (W)     SCALED    
 HS2289* NAVD 88     -       108.25   (+/-2cm)     355.2    (feet)  VERTCON   
 HS2289  ___________________________________________________________________
 HS2289  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HS2289  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2289
 HS2289.The horizontal coordinates were scaled from a topographic map and have
 HS2289.an estimated accuracy of +/- 6 seconds.
 HS2289
 HS2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2289.The vertical order pertains to the NGVD 29 superseded value.
 HS2289
 HS2289.The geoid height was determined by GEOID03.
 HS2289
 HS2289;                    North         East    Units  Estimated Accuracy
 HS2289;SPC CA 3     -   559,870.    1,927,890.      MT  (+/- 180 meters Scaled)
 HS2289
 HS2289                          SUPERSEDED SURVEY CONTROL
 HS2289
 HS2289  NGVD 29 (??/??/92)  107.37   (m)          352.3    (f) COMPUTED    1 2
 HS2289
 HS2289.Superseded values are not recommended for survey control.
 HS2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2289.See file dsdata.txt to determine how the superseded data were derived.
 HS2289
 HS2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG502002(NAD 83)
 HS2289_MARKER: P = PIPE CAP
 HS2289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2289_STAMPING: 4 USGS 1917
 HS2289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2289
 HS2289  HISTORY     - Date     Condition        Report By
 HS2289  HISTORY     - 1917     MONUMENTED       USGS
 HS2289  HISTORY     - 1955     MARK NOT FOUND   NGS
 HS2289  HISTORY     - 1983     GOOD
 HS2289
 HS2289                          STATION DESCRIPTION
 HS2289
 HS2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HS2289'19.6 MI E FROM GILROY.
 HS2289'19.6 MILES EAST ALONG THE GILROY-LOS BANOS HIGHWAY FROM U.S.
 HS2289'HIGHWAY 101, AT BELLS STATION, 87 FEET NORTH OF THE CENTERLINE
 HS2289'OF THE HIGHWAY, AND 54 FEET SOUTHWEST OF A HEPTAGON SHAPED
 HS2289'CONCRETE TROUGH, RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE,
 HS2289'1 FOOT ABOVE GROUND.  NOTE-- PROBABLY DESTROYED -- SERVICE STATION
 HS2289'DRIVEWAY HAS BEEN BUILT WHERE THIS MARK SHOULD BE.
 HS2289
 HS2289                          STATION RECOVERY (1983)
 HS2289
 HS2289'RECOVERED 1983
 HS2289'THERE IS NO BUILDING NEXT TO THE BENCH MARK. THE BENCH MARK IS
 HS2289'LOCATED IN A WHITE PIECE OF TUBING NEXT TO A LIGHT POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0295 ***********************************************************************
 HT0295  DESIGNATION -  4.29 RC
 HT0295  PID         -  HT0295
 HT0295  STATE/COUNTY-  CA/SAN MATEO
 HT0295  USGS QUAD   -  REDWOOD POINT (1993)
 HT0295
 HT0295                         *CURRENT SURVEY CONTROL
 HT0295  ___________________________________________________________________
 HT0295* NAD 83(1986)-  37 30 05.     (N)    122 12 40.     (W)     SCALED    
 HT0295* NAVD 88     -         2.77   (+/-2cm)       9.1    (feet)  VERTCON   
 HT0295  ___________________________________________________________________
 HT0295  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HT0295  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0295
 HT0295.The horizontal coordinates were scaled from a topographic map and have
 HT0295.an estimated accuracy of +/- 6 seconds.
 HT0295
 HT0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0295.The vertical order pertains to the NGVD 29 superseded value.
 HT0295
 HT0295.The geoid height was determined by GEOID03.
 HT0295
 HT0295;                    North         East    Units  Estimated Accuracy
 HT0295;SPC CA 3     -   612,520.    1,848,720.      MT  (+/- 180 meters Scaled)
 HT0295
 HT0295                          SUPERSEDED SURVEY CONTROL
 HT0295
 HT0295  NGVD 29 (??/??/92)    1.944  (m)            6.38   (f) ADJ UNCH    1 2
 HT0295
 HT0295.Superseded values are not recommended for survey control.
 HT0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0295.See file dsdata.txt to determine how the superseded data were derived.
 HT0295
 HT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG697507(NAD 83)
 HT0295_MARKER: Z = SEE DESCRIPTION
 HT0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0295_SP_SET: TRANSMISSION TWR CONC FOUNDATI
 HT0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0295+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 HT0295
 HT0295  HISTORY     - Date     Condition        Report By
 HT0295  HISTORY     - UNK      MONUMENTED       CA2980
 HT0295  HISTORY     - 1967     GOOD             NGS
 HT0295  HISTORY     - 1976     GOOD             NGS
 HT0295  HISTORY     - 20041120 GOOD             USPSQD
 HT0295
 HT0295                          STATION DESCRIPTION
 HT0295
 HT0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HT0295'2 MI N FROM REDWOOD CITY.
 HT0295'0.25 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK
 HT0295'AT REDWOOD CITY, THENCE 0.7 MILE EAST ALONG VETERANS BOULEVARD,
 HT0295'THENCE 1.0 MILE NORTH ALONG HARBOR BOULEVARD, 170 FEET SOUTH
 HT0295'OF THE CENTER OF THE JUNCTION OF THE ENTRANCE ROAD TO REDWOOD
 HT0295'CITY MUNICIPAL MARINA, ON THE TOP OF THE CONCRETE FOUNDATION
 HT0295'FOR THE SOUTHWEST LEG OF A POWER TRANSMISSION LINE TOWER,
 HT0295'67 1/2 FEET EAST OF THE CENTER LINE OF THE BOULEVARD, 0.2 FOOT
 HT0295'SOUTHWEST OF THE STEEL LEG OF TOWER, ABOUT 3 1/2 FEET ABOVE THE
 HT0295'GROUND, AND 1 FOOT HIGHER THAN THE BOULEVARD.
 HT0295
 HT0295                          STATION RECOVERY (1976)
 HT0295
 HT0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HT0295'0.25 MILE NORTH ALONG MAIN STREET FROM THE WELLS FARGO BANK AT REDWOOD
 HT0295'CITY, THENCE 0.7 MILE EAST ALONG VETERANS BOULEVARD, THENCE 1.0 MILE
 HT0295'NORTH ALONG HARBOR BOULEVARD, 170 FT SOUTH OF THE CENTER OF THE
 HT0295'JUNCTION OF THE ENTRANCE ROAD TO REDWOOD CITY MUNICIPAL MARINA, A
 HT0295'CHISLED 1 IN TOP OF THE CONCRETE FOUNDATION FOR THE SOUTHWEST LEG OF
 HT0295'A POWER TRANSMISSION LINE TOWER 6, 67.5 FT EAST OF THE CENTER LINE OF
 HT0295'THE BOULEVARD, 0.2 FT SOUTHWEST OF THE STEEL LEG OF TOWER.
 HT0295
 HT0295                          STATION RECOVERY (2004)
 HT0295
 HT0295'RECOVERY NOTE BY US POWER SQUADRON 2004 (JKH)
 HT0295'MEASURED L 37 30 07.5 N, LO 122 12 38.9 W W/ 11 FT. EPE
 HT0295'NOTE-- HARBOR BOULEVARD IS NOW KNOWN AS SEAPORT BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0405 ***********************************************************************
 HS0405  DESIGNATION -  4.32 EBMUD
 HS0405  PID         -  HS0405
 HS0405  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0405  USGS QUAD   -  HOLT (1994)
 HS0405
 HS0405                         *CURRENT SURVEY CONTROL
 HS0405  ___________________________________________________________________
 HS0405* NAD 83(1986)-  37 56 03.     (N)    121 25 18.     (W)     SCALED    
 HS0405* NAVD 88     -         1.94   (+/-2cm)       6.4    (feet)  VERTCON   
 HS0405  ___________________________________________________________________
 HS0405  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0405  VERT ORDER  -  THIRD (See Below)
 HS0405
 HS0405.The horizontal coordinates were scaled from a topographic map and have
 HS0405.an estimated accuracy of +/- 6 seconds.
 HS0405
 HS0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0405.The vertical order pertains to the NGVD 29 superseded value.
 HS0405
 HS0405.The geoid height was determined by GEOID03.
 HS0405
 HS0405;                    North         East    Units  Estimated Accuracy
 HS0405;SPC CA 3     -   659,570.    1,918,980.      MT  (+/- 180 meters Scaled)
 HS0405
 HS0405                          SUPERSEDED SURVEY CONTROL
 HS0405
 HS0405  NGVD 29 (??/??/??)    1.27   (m)            4.2    (f) RESET       3  
 HS0405
 HS0405.Superseded values are not recommended for survey control.
 HS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0405.See file dsdata.txt to determine how the superseded data were derived.
 HS0405
 HS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG387996(NAD 83)
 HS0405_MARKER: DD = SURVEY DISK
 HS0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0405_SP_SET: CONCRETE COLLAR
 HS0405_STAMPING: STA P 2129+82.56 ELEV 4.32
 HS0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0405
 HS0405  HISTORY     - Date     Condition        Report By
 HS0405  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0405  HISTORY     - 1951     GOOD             NGS
 HS0405  HISTORY     - 1967     GOOD             NGS
 HS0405
 HS0405                          STATION DESCRIPTION
 HS0405
 HS0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0405'0.4 MI E FROM HOLT.
 HS0405'0.4 MILES EAST ALONG THE AT AND SF RAILROAD FROM THE STATION AT
 HS0405'HOLT, 45.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE OVER
 HS0405'HOLT ROAD, AT THE MORE WESTERN OF TWIN EAST BAY MUNICIPAL UTILITY
 HS0405'DISTRICT 60-INCH PIPES, IN THE TOP OF THE CENTER OF THE SOUTH EDGE
 HS0405'OF THE FIRST CONCRETE COLLAR SOUTH OF THE CONCRETE BRIDGE (B 1129)
 HS0405'OVER THE PIPES, 41.1 FEET SOUTH OF THE SOUTH RAIL, 17.5 FEET SOUTH
 HS0405'OF THE SOUTH EDGE OF BRIDGE B-1129, AND SET ABOUT 6 1/2 FEET LOWER
 HS0405'THAN THE TRACKS.
 HS0405
 HS0405                          STATION RECOVERY (1967)
 HS0405
 HS0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0416 ***********************************************************************
 HR0416  DESIGNATION -  4.59+57.28
 HR0416  PID         -  HR0416
 HR0416  STATE/COUNTY-  CA/MARIPOSA
 HR0416  USGS QUAD   -  FISH CAMP (1990)
 HR0416
 HR0416                         *CURRENT SURVEY CONTROL
 HR0416  ___________________________________________________________________
 HR0416* NAD 83(1986)-  37 29 11.     (N)    119 37 59.     (W)     SCALED    
 HR0416* NAVD 88     -      1526.33   (+/-2cm)    5007.6    (feet)  VERTCON   
 HR0416  ___________________________________________________________________
 HR0416  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 HR0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0416
 HR0416.The horizontal coordinates were scaled from a topographic map and have
 HR0416.an estimated accuracy of +/- 6 seconds.
 HR0416
 HR0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0416.The vertical order pertains to the NGVD 29 superseded value.
 HR0416
 HR0416.The geoid height was determined by GEOID03.
 HR0416
 HR0416;                    North         East    Units  Estimated Accuracy
 HR0416;SPC CA 3     -   609,830.    2,076,670.      MT  (+/- 180 meters Scaled)
 HR0416
 HR0416                          SUPERSEDED SURVEY CONTROL
 HR0416
 HR0416  NGVD 29 (??/??/92) 1525.261  (m)         5004.13   (f) ADJ UNCH    2 0
 HR0416
 HR0416.Superseded values are not recommended for survey control.
 HR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0416.See file dsdata.txt to determine how the superseded data were derived.
 HR0416
 HR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB672520(NAD 83)
 HR0416_MARKER: P = PIPE CAP
 HR0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0416_STAMPING: 5081.96 4.59+57.28 140.63 1931
 HR0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0416
 HR0416  HISTORY     - Date     Condition        Report By
 HR0416  HISTORY     - 1931     MONUMENTED       BPR
 HR0416  HISTORY     - 1943     GOOD             NGS
 HR0416
 HR0416                          STATION DESCRIPTION
 HR0416
 HR0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0416'1.7 MI S FROM SOUTH GATE RANGER STATION.
 HR0416'1.7 MILES SOUTH ALONG STATE HIGHWAY 41 FROM SOUTH GATE RANGER
 HR0416'STATION, YOSEMITE NATIONAL PARK, MARIPOSA COUNTY, AT A SMALL CUT,
 HR0416'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTHWEST
 HR0416'OF THE CENTERLINE OF A ROAD LEADING TO THE F.F. FOOTMAN RESIDENCE,
 HR0416'20 FEET NORTH OF A 12-INCH PINE TREE, AND NEAR A WHITE WOODEN
 HR0416'WITNESS POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 HR0416'CAP, STAMPED 5081.96 4.59+57.28 140.63 1931 AND FASTENED ON THE
 HR0416'TOP OF A 2-INCH GALVANIZED-IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5850 ***********************************************************************
 EW5850  DESIGNATION -  40
 EW5850  PID         -  EW5850
 EW5850  STATE/COUNTY-  CA/VENTURA
 EW5850  USGS QUAD   -  VENTURA (1967)
 EW5850
 EW5850                         *CURRENT SURVEY CONTROL
 EW5850  ___________________________________________________________________
 EW5850* NAD 83(1986)-  34 17 24.     (N)    119 17 54.     (W)     SCALED    
 EW5850* NAVD 88     -        15.381  (meters)      50.46   (feet)  READJUSTED
 EW5850  ___________________________________________________________________
 EW5850  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EW5850  DYNAMIC HT  -          15.360 (meters)      50.39  (feet)  COMP
 EW5850  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 EW5850
 EW5850  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5850
 EW5850.The horizontal coordinates were scaled from a topographic map and have
 EW5850.an estimated accuracy of +/- 6 seconds.
 EW5850
 EW5850.The orthometric height was determined by differential leveling
 EW5850.and adjusted in February 1993.
 EW5850.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5850.mark was located on a no-check spur therefore a value was not computed.
 EW5850.The height was derived from older observations constrained to new
 EW5850.heights in a crustal motion area.  The height is approximate in
 EW5850.relation to other heights in its vicinity.
 EW5850.No vertical observational check was made to the station.
 EW5850
 EW5850.The geoid height was determined by GEOID03.
 EW5850
 EW5850.The dynamic height is computed by dividing the NAVD 88
 EW5850.geopotential number by the normal gravity value computed on the
 EW5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5850.degrees latitude (g = 980.6199 gals.).
 EW5850
 EW5850.The modeled gravity was interpolated from observed gravity values.
 EW5850
 EW5850;                    North         East    Units  Estimated Accuracy
 EW5850;SPC CA 5     -   588,400.    1,880,470.      MT  (+/- 180 meters Scaled)
 EW5850
 EW5850                          SUPERSEDED SURVEY CONTROL
 EW5850
 EW5850  NGVD 29 (??/??/92)   14.629  (m)           48.00   (f) ADJ UNCH    1 1
 EW5850
 EW5850.Superseded values are not recommended for survey control.
 EW5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5850.See file dsdata.txt to determine how the superseded data were derived.
 EW5850
 EW5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT884967(NAD 83)
 EW5850_MARKER: DB = BENCH MARK DISK
 EW5850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5850_SP_SET: CURB
 EW5850
 EW5850  HISTORY     - Date     Condition        Report By
 EW5850  HISTORY     - UNK      MONUMENTED
 EW5850  HISTORY     - 1977     GOOD             NGS
 EW5850  HISTORY     - 19890605 MARK NOT FOUND   NGS
 EW5850
 EW5850                          STATION DESCRIPTION
 EW5850
 EW5850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5850'VENTURA.
 EW5850'AT THE JUNCTION OF EAST RAMONA STREET AND VENTURA AVENUE, 44.0 FT.
 EW5850'NORTH OF THE CENTER LINE OF THE STREET, 34.0 FT. WEST OF THE CENTER
 EW5850'LINE OF THE AVENUE, 1.9 FT. EAST OF POWER POLE 1424361E, IN THE TOP
 EW5850'OF A 5-INCH CONCRETE CURB.
 EW5850
 EW5850                          STATION RECOVERY (1989)
 EW5850
 EW5850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0047 ***********************************************************************
 FT0047  DESIGNATION -  40
 FT0047  PID         -  FT0047
 FT0047  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0047  USGS QUAD   -  SILURIAN VALLEY (1983)
 FT0047
 FT0047                         *CURRENT SURVEY CONTROL
 FT0047  ___________________________________________________________________
 FT0047* NAD 83(1986)-  35 25 19.     (N)    116 07 42.     (W)     SCALED    
 FT0047* NAVD 88     -       277.800  (meters)     911.42   (feet)  POSTED    
 FT0047  ___________________________________________________________________
 FT0047  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FT0047  DYNAMIC HT  -         277.520 (meters)     910.50  (feet)  COMP
 FT0047  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 FT0047
 FT0047  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FT0047
 FT0047.The horizontal coordinates were scaled from a topographic map and have
 FT0047.an estimated accuracy of +/- 6 seconds.
 FT0047
 FT0047.The orthometric height was determined by differential leveling
 FT0047.and adjusted by the  in 1992.
 FT0047.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FT0047.rate of 1.1 thru 2.0 mm/km.
 FT0047
 FT0047.The geoid height was determined by GEOID03.
 FT0047
 FT0047.The dynamic height is computed by dividing the NAVD 88
 FT0047.geopotential number by the normal gravity value computed on the
 FT0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0047.degrees latitude (g = 980.6199 gals.).
 FT0047
 FT0047.The modeled gravity was interpolated from observed gravity values.
 FT0047
 FT0047;                    North         East    Units  Estimated Accuracy
 FT0047;SPC CA 5     -   714,780.    2,169,970.      MT  (+/- 180 meters Scaled)
 FT0047
 FT0047                          SUPERSEDED SURVEY CONTROL
 FT0047
 FT0047  NGVD 29 (??/??/92)  277.124  (m)          909.20   (f) ADJ UNCH    1 2
 FT0047
 FT0047.Superseded values are not recommended for survey control.
 FT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0047.See file dsdata.txt to determine how the superseded data were derived.
 FT0047
 FT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV791201(NAD 83)
 FT0047_MARKER: DB = BENCH MARK DISK
 FT0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FT0047_SP_SET: CULVERT
 FT0047_STAMPING: 909.621 B 1909 40
 FT0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0047
 FT0047  HISTORY     - Date     Condition        Report By
 FT0047  HISTORY     - 1909     MONUMENTED       USGS
 FT0047  HISTORY     - 1955     GOOD             NGS
 FT0047
 FT0047                          STATION DESCRIPTION
 FT0047
 FT0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FT0047'3.6 MI N FROM SILVER LAKE.
 FT0047'ABOUT 3.6 MILES NORTH ALONG THE OLD RAILROAD BED OF THE ABANDONED
 FT0047'TONOPAH AND TIDEWATER RAILROAD FROM SILVER LAKE, ABOUT 250 FEET
 FT0047'NORTH OF AN OLD WOODEN CULVERT, 59 FEET EAST OF THE CENTER OF THE
 FT0047'OLD RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1800 ***********************************************************************
 JT1800  DESIGNATION -  40 1
 JT1800  PID         -  JT1800
 JT1800  STATE/COUNTY-  CA/NAPA
 JT1800  USGS QUAD   -  NAPA (1980)
 JT1800
 JT1800                         *CURRENT SURVEY CONTROL
 JT1800  ___________________________________________________________________
 JT1800* NAD 83(1986)-  38 17 04.     (N)    122 19 38.     (W)     SCALED    
 JT1800* NAVD 88     -        44.42   (+/-2cm)     145.7    (feet)  VERTCON   
 JT1800  ___________________________________________________________________
 JT1800  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1800  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1800
 JT1800.The horizontal coordinates were scaled from a topographic map and have
 JT1800.an estimated accuracy of +/- 6 seconds.
 JT1800
 JT1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1800.The vertical order pertains to the NGVD 29 superseded value.
 JT1800
 JT1800.The geoid height was determined by GEOID03.
 JT1800
 JT1800;                    North         East    Units  Estimated Accuracy
 JT1800;SPC CA 2     -   568,630.    1,971,370.      MT  (+/- 180 meters Scaled)
 JT1800
 JT1800                          SUPERSEDED SURVEY CONTROL
 JT1800
 JT1800  NGVD 29 (??/??/92)   43.645  (m)          143.19   (f) ADJ UNCH    1 1
 JT1800
 JT1800.Superseded values are not recommended for survey control.
 JT1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1800.See file dsdata.txt to determine how the superseded data were derived.
 JT1800
 JT1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588375(NAD 83)
 JT1800_MARKER: DD = SURVEY DISK
 JT1800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1800_SP_SET: CULVERT
 JT1800_MARK LOGO: CA2330
 JT1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1800
 JT1800  HISTORY     - Date     Condition        Report By
 JT1800  HISTORY     - 1971     MONUMENTED       CA2330
 JT1800
 JT1800                          STATION DESCRIPTION
 JT1800
 JT1800'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1800'ALONG CONGRESS VALLEY ROAD, 250 FT (76.2 M) WEST OF THOMPSON AVENUE,
 JT1800'SOUTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4483 ***********************************************************************
 EW4483  DESIGNATION -  40 13 RESET
 EW4483  PID         -  EW4483
 EW4483  STATE/COUNTY-  CA/VENTURA
 EW4483  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4483
 EW4483                         *CURRENT SURVEY CONTROL
 EW4483  ___________________________________________________________________
 EW4483* NAD 83(1986)-  34 13 38.     (N)    118 52 09.     (W)     SCALED    
 EW4483* NAVD 88     -       251.134  (meters)     823.93   (feet)  ADJUSTED  
 EW4483  ___________________________________________________________________
 EW4483  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW4483  DYNAMIC HT  -         250.869 (meters)     823.06  (feet)  COMP
 EW4483  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 EW4483
 EW4483  VERT ORDER  -  FIRST     CLASS I
 EW4483
 EW4483.The horizontal coordinates were scaled from a topographic map and have
 EW4483.an estimated accuracy of +/- 6 seconds.
 EW4483
 EW4483.The orthometric height was determined by differential leveling
 EW4483.and adjusted in June 1995.
 EW4483
 EW4483.The geoid height was determined by GEOID03.
 EW4483
 EW4483.The dynamic height is computed by dividing the NAVD 88
 EW4483.geopotential number by the normal gravity value computed on the
 EW4483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4483.degrees latitude (g = 980.6199 gals.).
 EW4483
 EW4483.The modeled gravity was interpolated from observed gravity values.
 EW4483
 EW4483;                    North         East    Units  Estimated Accuracy
 EW4483;SPC CA 5     -   581,010.    1,919,920.      MT  (+/- 180 meters Scaled)
 EW4483
 EW4483                          SUPERSEDED SURVEY CONTROL
 EW4483
 EW4483.No superseded survey control is available for this station.
 EW4483
 EW4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT278889(NAD 83)
 EW4483_MARKER: DB = BENCH MARK DISK
 EW4483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4483_SP_SET: CURB
 EW4483_STAMPING: 40-13 RESET 1970
 EW4483_MARK LOGO: CA-111
 EW4483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EW4483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4483+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4483
 EW4483  HISTORY     - Date     Condition        Report By
 EW4483  HISTORY     - 1970     MONUMENTED       CA-111
 EW4483  HISTORY     - 19940630 GOOD             NGS
 EW4483
 EW4483                          STATION DESCRIPTION
 EW4483
 EW4483'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1970
 EW4483'AT THOUSAND OAKS.
 EW4483'SET BRASS CAPPED MONUMENT IN CONCRETE CURB EASTERLY OF E.C.R. AT
 EW4483'SOUTHEASTERLY CORNER OF MOORPARK ROAD AND OLSEN ROAD, 52 FEET SOUTH-
 EW4483'ERLY OF THE MIDDLE OF OLSEN ROAD AND 94 FEET EASTERLY OF THE MIDDLE OF
 EW4483'MOORPARK ROAD.
 EW4483
 EW4483                          STATION RECOVERY (1994)
 EW4483
 EW4483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4483'5.8 KM (3.60 MI) NORTHERLY ALONG MOORPARK ROAD FROM THE JUNCTION OF
 EW4483'FREEWAY 101 IN THOUSAND OAKS, IN THE SOUTHEAST CONCRETE CURB OF OLSEN
 EW4483'ROAD, 21.1 M (69.2 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 EW4483'LANES OF MOORPARK ROAD, 9.5 M (31.2 FT) SOUTHEAST OF THE CENTERLINE OF
 EW4483'THE EASTBOUND LANES OF OLSEN ROAD, 0.7 M (2.3 FT) NORTHWEST OF UTILITY
 EW4483'POLE NUMBER 1856586E, 0.6 M (2.0 FT) NORTH OF A SIGNAL LIGHT POLE, AND
 EW4483'0.2 M (0.7 FT) ABOVE THE LEVEL OF OLSEN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1799 ***********************************************************************
 JT1799  DESIGNATION -  40 2
 JT1799  PID         -  JT1799
 JT1799  STATE/COUNTY-  CA/NAPA
 JT1799  USGS QUAD   -  NAPA (1980)
 JT1799
 JT1799                         *CURRENT SURVEY CONTROL
 JT1799  ___________________________________________________________________
 JT1799* NAD 83(1986)-  38 17 03.     (N)    122 19 29.     (W)     SCALED    
 JT1799* NAVD 88     -        40.80   (+/-2cm)     133.9    (feet)  VERTCON   
 JT1799  ___________________________________________________________________
 JT1799  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1799  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1799
 JT1799.The horizontal coordinates were scaled from a topographic map and have
 JT1799.an estimated accuracy of +/- 6 seconds.
 JT1799
 JT1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1799.The vertical order pertains to the NGVD 29 superseded value.
 JT1799
 JT1799.The geoid height was determined by GEOID03.
 JT1799
 JT1799;                    North         East    Units  Estimated Accuracy
 JT1799;SPC CA 2     -   568,600.    1,971,590.      MT  (+/- 180 meters Scaled)
 JT1799
 JT1799                          SUPERSEDED SURVEY CONTROL
 JT1799
 JT1799  NGVD 29 (??/??/92)   40.019  (m)          131.30   (f) ADJ UNCH    1 1
 JT1799
 JT1799.Superseded values are not recommended for survey control.
 JT1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1799.See file dsdata.txt to determine how the superseded data were derived.
 JT1799
 JT1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590375(NAD 83)
 JT1799_MARKER: DD = SURVEY DISK
 JT1799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1799_SP_SET: HEADWALL
 JT1799_MARK LOGO: CA2330
 JT1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1799+STABILITY: SURFACE MOTION
 JT1799
 JT1799  HISTORY     - Date     Condition        Report By
 JT1799  HISTORY     - 1971     MONUMENTED       CA2330
 JT1799
 JT1799                          STATION DESCRIPTION
 JT1799
 JT1799'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1799'ALONG CONGRESS VALLEY ROAD, 800 FT (243.8 M) EAST OF THOMPSON, A BRASS
 JT1799'CAP IN THE HEADWALL ON SOUTH SIDE OF STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4484 ***********************************************************************
 EW4484  DESIGNATION -  40 23
 EW4484  PID         -  EW4484
 EW4484  STATE/COUNTY-  CA/VENTURA
 EW4484  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4484
 EW4484                         *CURRENT SURVEY CONTROL
 EW4484  ___________________________________________________________________
 EW4484* NAD 83(1986)-  34 13 49.     (N)    118 52 13.     (W)     SCALED    
 EW4484* NAVD 88     -       263.914  (meters)     865.86   (feet)  ADJUSTED  
 EW4484  ___________________________________________________________________
 EW4484  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW4484  DYNAMIC HT  -         263.636 (meters)     864.95  (feet)  COMP
 EW4484  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 EW4484
 EW4484  VERT ORDER  -  FIRST     CLASS I
 EW4484
 EW4484.The horizontal coordinates were scaled from a topographic map and have
 EW4484.an estimated accuracy of +/- 6 seconds.
 EW4484
 EW4484.The orthometric height was determined by differential leveling
 EW4484.and adjusted in June 1995.
 EW4484
 EW4484.The geoid height was determined by GEOID03.
 EW4484
 EW4484.The dynamic height is computed by dividing the NAVD 88
 EW4484.geopotential number by the normal gravity value computed on the
 EW4484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4484.degrees latitude (g = 980.6199 gals.).
 EW4484
 EW4484.The modeled gravity was interpolated from observed gravity values.
 EW4484
 EW4484;                    North         East    Units  Estimated Accuracy
 EW4484;SPC CA 5     -   581,350.    1,919,820.      MT  (+/- 180 meters Scaled)
 EW4484
 EW4484                          SUPERSEDED SURVEY CONTROL
 EW4484
 EW4484.No superseded survey control is available for this station.
 EW4484
 EW4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT277892(NAD 83)
 EW4484_MARKER: DB = BENCH MARK DISK
 EW4484_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4484_SP_SET: CURB
 EW4484_STAMPING: 40-23 1970
 EW4484_MARK LOGO: CA-111
 EW4484_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4484+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4484
 EW4484  HISTORY     - Date     Condition        Report By
 EW4484  HISTORY     - 1970     MONUMENTED       CA-111
 EW4484  HISTORY     - 19940630 GOOD             NGS
 EW4484
 EW4484                          STATION DESCRIPTION
 EW4484
 EW4484'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1970
 EW4484'AT THOUSAND OAKS.
 EW4484'SET BRASS DISK IN TOP OF CONCRETE CURB AT THE SOUTHWEST CORNER OF
 EW4484'MOORPARK ROAD AND GREENRIDGE DRIVE, 3 FEET WEST OF THE E.C.R..
 EW4484
 EW4484                          STATION RECOVERY (1994)
 EW4484
 EW4484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4484'6.2 KM (3.85 MI) NORTHERLY ALONG MOORPARK ROAD FROM THE JUNCTION OF
 EW4484'FREEWAY 101 IN THOUSAND OAKS, IN THE TOP OF AND 0.6 M (2.0 FT)
 EW4484'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF
 EW4484'GREENRIDGE STREET, 20.9 M (68.6 FT) NORTHWEST OF THE ROAD CENTERLINE,
 EW4484'9.8 M (32.2 FT) SOUTHWEST OF THE STREET CENTER, 1.6 M (5.2 FT) NORTH
 EW4484'OF THE NORTHWEST END OF A WALL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 EW4484'THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1086 ***********************************************************************
 DX1086  DESIGNATION -  40 A
 DX1086  PID         -  DX1086
 DX1086  STATE/COUNTY-  CA/RIVERSIDE
 DX1086  USGS QUAD   -  BEAUMONT (1996)
 DX1086
 DX1086                         *CURRENT SURVEY CONTROL
 DX1086  ___________________________________________________________________
 DX1086* NAD 83(1986)-  33 53 55.     (N)    116 56 49.     (W)     SCALED    
 DX1086* NAVD 88     -       742.91   (+/-2cm)    2437.4    (feet)  VERTCON   
 DX1086  ___________________________________________________________________
 DX1086  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DX1086  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1086
 DX1086.The horizontal coordinates were scaled from a topographic map and have
 DX1086.an estimated accuracy of +/- 6 seconds.
 DX1086
 DX1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1086.The vertical order pertains to the NGVD 29 superseded value.
 DX1086
 DX1086.The geoid height was determined by GEOID03.
 DX1086
 DX1086;                    North         East    Units  Estimated Accuracy
 DX1086;SPC CA 6     -   692,300.    1,935,540.      MT  (+/- 180 meters Scaled)
 DX1086
 DX1086                          SUPERSEDED SURVEY CONTROL
 DX1086
 DX1086  NGVD 29 (??/??/??)  742.105  (m)         2434.72   (f) ADJUSTED    1 2
 DX1086
 DX1086.Superseded values are not recommended for survey control.
 DX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1086.See file dsdata.txt to determine how the superseded data were derived.
 DX1086
 DX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT049509(NAD 83)
 DX1086_MARKER: DD = SURVEY DISK
 DX1086_SETTING: 80 = SET IN A BOULDER
 DX1086_SP_SET: BOULDER
 DX1086_STAMPING: 40 A 1931
 DX1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1086+STABILITY: SURFACE MOTION
 DX1086
 DX1086  HISTORY     - Date     Condition        Report By
 DX1086  HISTORY     - 1931     MONUMENTED       MWDSC
 DX1086  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX1086
 DX1086                          STATION DESCRIPTION
 DX1086
 DX1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX1086'4 MI WSW FROM BANNING.
 DX1086'ABOUT 4 MILES WEST SOUTHWEST OF BANNING, 1.8 MILES SOUTH ALONG
 DX1086'THE POTRERO RANCH ROAD (OLD WOLFSKILL RANCH) FROM THE CROSSING
 DX1086'OF THE SOUTHERN PACIFIC RAILROAD, ABOUT 300 FEET EAST OF A HOUSE,
 DX1086'120 WEST OF THE CENTERLINE OF THE ROAD, ON THE EAST SIDE OF A
 DX1086'WASH, IN A BOULDER AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1804 ***********************************************************************
 JT1804  DESIGNATION -  40 A
 JT1804  PID         -  JT1804
 JT1804  STATE/COUNTY-  CA/NAPA
 JT1804  USGS QUAD   -  NAPA (1980)
 JT1804
 JT1804                         *CURRENT SURVEY CONTROL
 JT1804  ___________________________________________________________________
 JT1804* NAD 83(1986)-  38 17 11.     (N)    122 20 12.     (W)     SCALED    
 JT1804* NAVD 88     -        60.14   (+/-2cm)     197.3    (feet)  VERTCON   
 JT1804  ___________________________________________________________________
 JT1804  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1804  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1804
 JT1804.The horizontal coordinates were scaled from a topographic map and have
 JT1804.an estimated accuracy of +/- 6 seconds.
 JT1804
 JT1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1804.The vertical order pertains to the NGVD 29 superseded value.
 JT1804
 JT1804.The geoid height was determined by GEOID03.
 JT1804
 JT1804;                    North         East    Units  Estimated Accuracy
 JT1804;SPC CA 2     -   568,850.    1,970,550.      MT  (+/- 180 meters Scaled)
 JT1804
 JT1804                          SUPERSEDED SURVEY CONTROL
 JT1804
 JT1804  NGVD 29 (??/??/92)   59.357  (m)          194.74   (f) ADJ UNCH    1 1
 JT1804
 JT1804.Superseded values are not recommended for survey control.
 JT1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1804.See file dsdata.txt to determine how the superseded data were derived.
 JT1804
 JT1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH580377(NAD 83)
 JT1804_MARKER: DD = SURVEY DISK
 JT1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1804_SP_SET: CONCRETE POST
 JT1804_MARK LOGO: CA2330
 JT1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1804+STABILITY: SURFACE MOTION
 JT1804
 JT1804  HISTORY     - Date     Condition        Report By
 JT1804  HISTORY     - 1971     MONUMENTED       CA2330
 JT1804
 JT1804                          STATION DESCRIPTION
 JT1804
 JT1804'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1804'ALONG CONGRESS VALLEY ROAD, 1400 FT (426.7 M) WEST OF SUNSET AT NO.
 JT1804'1246, SOUTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0355 ***********************************************************************
 EV0355  DESIGNATION -  40 A 69
 EV0355  PID         -  EV0355
 EV0355  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0355  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0355
 EV0355                         *CURRENT SURVEY CONTROL
 EV0355  ___________________________________________________________________
 EV0355* NAD 83(1986)-  34 06 10.     (N)    116 29 25.     (W)     SCALED    
 EV0355* NAVD 88     -       956.87   (+/-2cm)    3139.3    (feet)  VERTCON   
 EV0355  ___________________________________________________________________
 EV0355  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EV0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0355
 EV0355.The horizontal coordinates were scaled from a topographic map and have
 EV0355.an estimated accuracy of +/- 6 seconds.
 EV0355
 EV0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0355.The vertical order pertains to the NGVD 29 superseded value.
 EV0355
 EV0355.The geoid height was determined by GEOID03.
 EV0355
 EV0355;                    North         East    Units  Estimated Accuracy
 EV0355;SPC CA 5     -   567,910.    2,139,300.      MT  (+/- 180 meters Scaled)
 EV0355
 EV0355                          SUPERSEDED SURVEY CONTROL
 EV0355
 EV0355  NGVD 29 (??/??/92)  956.038  (m)         3136.60   (f) ADJ UNCH    1 2
 EV0355
 EV0355.Superseded values are not recommended for survey control.
 EV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0355.See file dsdata.txt to determine how the superseded data were derived.
 EV0355
 EV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT470736(NAD 83)
 EV0355_MARKER: DD = SURVEY DISK
 EV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0355_STAMPING: BM 40-A-69
 EV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0355+STABILITY: SURFACE MOTION
 EV0355
 EV0355  HISTORY     - Date     Condition        Report By
 EV0355  HISTORY     - UNK      MONUMENTED       CADH
 EV0355  HISTORY     - 1969     GOOD             CA-071
 EV0355
 EV0355                          STATION DESCRIPTION
 EV0355
 EV0355'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0355'2.9 MI SW FROM YUCCA VALLEY.
 EV0355'2.9 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 62 (29 PALMS ROAD)
 EV0355'FROM THE YUCCA VALLEY POST OFFICE, A BRASS DISK IN SHALLOW
 EV0355'CONCRETE FORM (NOT FIRST ORDER MONUMENT), 87 FEET NORTHERLY
 EV0355'STATE HWY. 62, 35 FEET SOUTH OF POWER LINE RUNNING EAST AND
 EV0355'WEST, 163 FEET WESTERLY OF ROAD LEADING NORTH TO RIFLE RANGE,
 EV0355'5.2 FEET BELOW HWY. 62, LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0816 ***********************************************************************
 DX0816  DESIGNATION -  40 B
 DX0816  PID         -  DX0816
 DX0816  STATE/COUNTY-  CA/RIVERSIDE
 DX0816  USGS QUAD   -  SAN JACINTO (1979)
 DX0816
 DX0816                         *CURRENT SURVEY CONTROL
 DX0816  ___________________________________________________________________
 DX0816* NAD 83(1986)-  33 52 14.     (N)    116 56 12.     (W)     SCALED    
 DX0816* NAVD 88     -       661.06   (+/-2cm)    2168.8    (feet)  VERTCON   
 DX0816  ___________________________________________________________________
 DX0816  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DX0816  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0816
 DX0816.The horizontal coordinates were scaled from a topographic map and have
 DX0816.an estimated accuracy of +/- 6 seconds.
 DX0816
 DX0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0816.The vertical order pertains to the NGVD 29 superseded value.
 DX0816
 DX0816.The geoid height was determined by GEOID03.
 DX0816
 DX0816;                    North         East    Units  Estimated Accuracy
 DX0816;SPC CA 6     -   689,180.    1,936,470.      MT  (+/- 180 meters Scaled)
 DX0816
 DX0816                          SUPERSEDED SURVEY CONTROL
 DX0816
 DX0816  NGVD 29 (??/??/??)  660.244  (m)         2166.15   (f) ADJUSTED    1 2
 DX0816
 DX0816.Superseded values are not recommended for survey control.
 DX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0816.See file dsdata.txt to determine how the superseded data were derived.
 DX0816
 DX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT058478(NAD 83)
 DX0816_MARKER: DD = SURVEY DISK
 DX0816_SETTING: 80 = SET IN A BOULDER
 DX0816_SP_SET: BOULDER
 DX0816_STAMPING: 40 B 1931
 DX0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0816+STABILITY: SURFACE MOTION
 DX0816
 DX0816  HISTORY     - Date     Condition        Report By
 DX0816  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0816  HISTORY     - 1959     GOOD             NGS
 DX0816
 DX0816                          STATION DESCRIPTION
 DX0816
 DX0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0816'5 MI SSW FROM BANNING.
 DX0816'ABOUT 5 MILES SOUTH SOUTHWEST OF BANNING, 3.8 MILES SOUTH OF THE
 DX0816'SOUTHERN PACIFIC RAILROAD, ABOUT 100 YARDS WEST OF THE PAVED
 DX0816'ROAD LEADING SOUTH FROM BANNING, 300 FEET SOUTHEAST OF THE
 DX0816'POTRERO RANCH HOUSE (FORMERLY THE WOLFSKILL RANCH), 200 FEET
 DX0816'SOUTH OF A WATER TANK, 100 FEET EAST OF THE CENTERLINE OF THE
 DX0816'RANCH ROAD, 60 FEET NORTH OF A 25 FOOT HIGH BOULDER AND SET IN
 DX0816'A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0744 ***********************************************************************
 HR0744  DESIGNATION -  40 B
 HR0744  PID         -  HR0744
 HR0744  STATE/COUNTY-  CA/MARIPOSA
 HR0744  USGS QUAD   -  WAWONA (1992)
 HR0744
 HR0744                         *CURRENT SURVEY CONTROL
 HR0744  ___________________________________________________________________
 HR0744* NAD 83(1986)-  37 33 35.     (N)    119 41 14.     (W)     SCALED    
 HR0744* NAVD 88     -      1315.66   (+/-2cm)    4316.5    (feet)  VERTCON   
 HR0744  ___________________________________________________________________
 HR0744  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 HR0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0744
 HR0744.The horizontal coordinates were scaled from a topographic map and have
 HR0744.an estimated accuracy of +/- 6 seconds.
 HR0744
 HR0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0744.The vertical order pertains to the NGVD 29 superseded value.
 HR0744
 HR0744.The geoid height was determined by GEOID03.
 HR0744
 HR0744;                    North         East    Units  Estimated Accuracy
 HR0744;SPC CA 3     -   617,920.    2,071,810.      MT  (+/- 180 meters Scaled)
 HR0744
 HR0744                          SUPERSEDED SURVEY CONTROL
 HR0744
 HR0744  NGVD 29 (??/??/92) 1314.647  (m)         4313.14   (f) ADJ UNCH    2 0
 HR0744
 HR0744.Superseded values are not recommended for survey control.
 HR0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0744.See file dsdata.txt to determine how the superseded data were derived.
 HR0744
 HR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB626603(NAD 83)
 HR0744_MARKER: DD = SURVEY DISK
 HR0744_SETTING: 80 = SET IN A BOULDER
 HR0744_SP_SET: BOULDER
 HR0744_STAMPING: 4313 40 B 1934
 HR0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0744+STABILITY: SURFACE MOTION
 HR0744
 HR0744  HISTORY     - Date     Condition        Report By
 HR0744  HISTORY     - 1934     MONUMENTED       USGS
 HR0744  HISTORY     - 1943     GOOD             NGS
 HR0744  HISTORY     - 20041022 GOOD             GEOCAC
 HR0744
 HR0744                          STATION DESCRIPTION
 HR0744
 HR0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0744'2.4 MI N FROM WAWONA.
 HR0744'2.4 MILES NORTH ALONG THE YOSEMITE VALLEY ROAD FROM THE POST
 HR0744'OFFICE AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0744'AT A TURNOUT, 185 FEET NORTHWEST OF AN 18-INCH GALVANIZED-IRON
 HR0744'CULVERT, 80 FEET SOUTH OF THE SOUTH END OF A STONE RETAINING
 HR0744'WALL, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 HR0744'BOULDER, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 HR0744'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4313 40 B 1934.
 HR0744
 HR0744                          STATION RECOVERY (2004)
 HR0744
 HR0744'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0744'HANDHELD GPS COORDINATES   37 33 34 (N)  119 41 14 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1803 ***********************************************************************
 JT1803  DESIGNATION -  40 B
 JT1803  PID         -  JT1803
 JT1803  STATE/COUNTY-  CA/NAPA
 JT1803  USGS QUAD   -  NAPA (1980)
 JT1803
 JT1803                         *CURRENT SURVEY CONTROL
 JT1803  ___________________________________________________________________
 JT1803* NAD 83(1986)-  38 17 13.     (N)    122 19 54.     (W)     SCALED    
 JT1803* NAVD 88     -        51.88   (+/-2cm)     170.2    (feet)  VERTCON   
 JT1803  ___________________________________________________________________
 JT1803  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1803  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1803
 JT1803.The horizontal coordinates were scaled from a topographic map and have
 JT1803.an estimated accuracy of +/- 6 seconds.
 JT1803
 JT1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1803.The vertical order pertains to the NGVD 29 superseded value.
 JT1803
 JT1803.The geoid height was determined by GEOID03.
 JT1803
 JT1803;                    North         East    Units  Estimated Accuracy
 JT1803;SPC CA 2     -   568,910.    1,970,980.      MT  (+/- 180 meters Scaled)
 JT1803
 JT1803                          SUPERSEDED SURVEY CONTROL
 JT1803
 JT1803  NGVD 29 (??/??/92)   51.092  (m)          167.62   (f) ADJ UNCH    1 1
 JT1803
 JT1803.Superseded values are not recommended for survey control.
 JT1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1803.See file dsdata.txt to determine how the superseded data were derived.
 JT1803
 JT1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH584378(NAD 83)
 JT1803_MARKER: DD = SURVEY DISK
 JT1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1803_SP_SET: CONCRETE POST
 JT1803_MARK LOGO: CA2330
 JT1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1803+STABILITY: SURFACE MOTION
 JT1803
 JT1803  HISTORY     - Date     Condition        Report By
 JT1803  HISTORY     - 1971     MONUMENTED       CA2330
 JT1803
 JT1803                          STATION DESCRIPTION
 JT1803
 JT1803'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1803'AT INTERSECTION OF CONGRESS VALLEY ROAD AND SUNSET ROAD, A WELL TYPE
 JT1803'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0817 ***********************************************************************
 DX0817  DESIGNATION -  40 C
 DX0817  PID         -  DX0817
 DX0817  STATE/COUNTY-  CA/RIVERSIDE
 DX0817  USGS QUAD   -  SAN JACINTO (1979)
 DX0817
 DX0817                         *CURRENT SURVEY CONTROL
 DX0817  ___________________________________________________________________
 DX0817* NAD 83(1986)-  33 51 51.     (N)    116 55 44.     (W)     SCALED    
 DX0817* NAVD 88     -       660.32   (+/-2cm)    2166.4    (feet)  VERTCON   
 DX0817  ___________________________________________________________________
 DX0817  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DX0817  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0817
 DX0817.The horizontal coordinates were scaled from a topographic map and have
 DX0817.an estimated accuracy of +/- 6 seconds.
 DX0817
 DX0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0817.The vertical order pertains to the NGVD 29 superseded value.
 DX0817
 DX0817.The geoid height was determined by GEOID03.
 DX0817
 DX0817;                    North         East    Units  Estimated Accuracy
 DX0817;SPC CA 6     -   688,470.    1,937,180.      MT  (+/- 180 meters Scaled)
 DX0817
 DX0817                          SUPERSEDED SURVEY CONTROL
 DX0817
 DX0817  NGVD 29 (??/??/??)  659.501  (m)         2163.71   (f) ADJUSTED    1 2
 DX0817
 DX0817.Superseded values are not recommended for survey control.
 DX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0817.See file dsdata.txt to determine how the superseded data were derived.
 DX0817
 DX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT065470(NAD 83)
 DX0817_MARKER: DD = SURVEY DISK
 DX0817_SETTING: 80 = SET IN A BOULDER
 DX0817_SP_SET: BOULDER
 DX0817_STAMPING: 40 C 1931
 DX0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0817+STABILITY: SURFACE MOTION
 DX0817
 DX0817  HISTORY     - Date     Condition        Report By
 DX0817  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0817  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX0817
 DX0817                          STATION DESCRIPTION
 DX0817
 DX0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0817'5 MI SSW FROM BANNING.
 DX0817'ABOUT 5 MILES SOUTH SOUTHWEST OF BANNING, ABOUT 4 MILES SOUTH
 DX0817'OF THE SOUTHERN PACIFIC RAILROAD, AT THE FOOT OF THE MOUNTAINS
 DX0817'AT THE WOLFSKILL (NOW POTRERO) RANCH, ABOUT 400 FEET EAST OF A
 DX0817'NORTH-SOUTH RANCH ROAD, IN THE SOUTH END OF A LARGE BOULDER
 DX0817'PROJECTING ABOUT 3 FEET AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0733 ***********************************************************************
 HT0733  DESIGNATION -  40 C
 HT0733  PID         -  HT0733
 HT0733  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0733  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0733
 HT0733                         *CURRENT SURVEY CONTROL
 HT0733  ___________________________________________________________________
 HT0733* NAD 83(1986)-  37 47 44.     (N)    122 24 12.     (W)     SCALED    
 HT0733* NAVD 88     -         5.30   (+/-2cm)      17.4    (feet)  VERTCON   
 HT0733  ___________________________________________________________________
 HT0733  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 HT0733  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0733
 HT0733.The horizontal coordinates were scaled from a topographic map and have
 HT0733.an estimated accuracy of +/- 6 seconds.
 HT0733
 HT0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0733.The vertical order pertains to the NGVD 29 superseded value.
 HT0733
 HT0733.The geoid height was determined by GEOID03.
 HT0733
 HT0733;                    North         East    Units  Estimated Accuracy
 HT0733;SPC CA 3     -   645,490.    1,832,390.      MT  (+/- 180 meters Scaled)
 HT0733
 HT0733                          SUPERSEDED SURVEY CONTROL
 HT0733
 HT0733  NGVD 29 (??/??/??)    4.468  (m)           14.66   (f) ADJUSTED    1 1
 HT0733
 HT0733.Superseded values are not recommended for survey control.
 HT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0733.See file dsdata.txt to determine how the superseded data were derived.
 HT0733
 HT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG525833(NAD 83)
 HT0733_MARKER: Z = SEE DESCRIPTION
 HT0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0733_SP_SET: STEP
 HT0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0733+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 HT0733
 HT0733  HISTORY     - Date     Condition        Report By
 HT0733  HISTORY     - UNK      MONUMENTED       CGS
 HT0733  HISTORY     - 1952     GOOD             NGS
 HT0733  HISTORY     - 1969     GOOD             NGS
 HT0733  HISTORY     - 19880920 GOOD             NGS
 HT0733  HISTORY     - 19971118 GOOD             USPSQD
 HT0733
 HT0733                          STATION DESCRIPTION
 HT0733
 HT0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HT0733'AT SAN FRANCISCO.
 HT0733'AT SAN FRANCISCO, AT THE NORTHEAST CORNER OF MONTGOMERY AND
 HT0733'WASHINGTON STREETS, AT THE ENTRANCE TO 700 MONTGOMERY BUILDING, A
 HT0733'3 1/2-INCH CIRCLE CIRCUMSCRIBING A 2-INCH TRIANGLE CHISELED ON
 HT0733'THE TOP OF THE SOUTHWEST CORNER OF THE GRANITE STEP, 43 FEET
 HT0733'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 9.7 FEET NORTH OF THE
 HT0733'NORTH CURB OF WASHINGTON STREET, AND 0.4 FOOT ABOVE THE SIDEWALK.
 HT0733
 HT0733                          STATION RECOVERY (1969)
 HT0733
 HT0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0733'RECOVERED IN GOOD CONDITION.
 HT0733
 HT0733                          STATION RECOVERY (1988)
 HT0733
 HT0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0733'RECOVERED IN GOOD CONDITION.
 HT0733
 HT0733                          STATION RECOVERY (1997)
 HT0733
 HT0733'RECOVERY NOTE BY US POWER SQUADRON 1997
 HT0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1340 ***********************************************************************
 EW1340  DESIGNATION -  40 C LAWD
 EW1340  PID         -  EW1340
 EW1340  STATE/COUNTY-  CA/LOS ANGELES
 EW1340  USGS QUAD   -  HOLLYWOOD (1994)
 EW1340
 EW1340                         *CURRENT SURVEY CONTROL
 EW1340  ___________________________________________________________________
 EW1340* NAD 83(1986)-  34 00 41.     (N)    118 21 34.     (W)     SCALED    
 EW1340* NAVD 88     -       139.83   (+/-2cm)     458.8    (feet)  VERTCON   
 EW1340  ___________________________________________________________________
 EW1340  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW1340  VERT ORDER  -  THIRD (See Below)
 EW1340
 EW1340.The horizontal coordinates were scaled from a topographic map and have
 EW1340.an estimated accuracy of +/- 6 seconds.
 EW1340
 EW1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1340.The vertical order pertains to the NGVD 29 superseded value.
 EW1340
 EW1340.The geoid height was determined by GEOID03.
 EW1340
 EW1340;                    North         East    Units  Estimated Accuracy
 EW1340;SPC CA 5     -   556,790.    1,966,800.      MT  (+/- 180 meters Scaled)
 EW1340
 EW1340                          SUPERSEDED SURVEY CONTROL
 EW1340
 EW1340  NGVD 29 (??/??/??)  139.06   (m)          456.2    (f) RESET       3  
 EW1340
 EW1340.Superseded values are not recommended for survey control.
 EW1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1340.See file dsdata.txt to determine how the superseded data were derived.
 EW1340
 EW1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT744642(NAD 83)
 EW1340_MARKER: DD = SURVEY DISK
 EW1340_SETTING: 0 = UNSPECIFIED SETTING
 EW1340_STAMPING: RPHE 11 PBM 40 C 1953
 EW1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1340
 EW1340  HISTORY     - Date     Condition        Report By
 EW1340  HISTORY     - 1953     MONUMENTED       CA1980
 EW1340  HISTORY     - 1964     GOOD             NGS
 EW1340
 EW1340                          STATION DESCRIPTION
 EW1340
 EW1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1340'AT LOS ANGELES.
 EW1340'A LOS ANGELES, AT BALDWIN HILLS, 0.2 MILE NORTHEAST OF THE
 EW1340'BALDWIN HILLS RESERVOIR, 135 FEET SOUTHWEST OF THE JUNCTION OF
 EW1340'MANOTVA AND PUNTA ALTA DRIVES, 135 FEET SOUTHWEST OF THE CENTER
 EW1340'LINE OF MANTOVA DRIVE, 2.8 FEET SOUTHEAST OF THE SOUTHEAST
 EW1340'CURB OF PUNTA ALTA DRIVE, 11 FEET NORTH OF THE NORTH CORNER
 EW1340'OF THE BOTTOM STEP TO RESIDENCE 4048, ABOUT 1 FOOT LOWER THAN
 EW1340'THE ROAD, AND 27 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0815 ***********************************************************************
 DX0815  DESIGNATION -  40 D
 DX0815  PID         -  DX0815
 DX0815  STATE/COUNTY-  CA/RIVERSIDE
 DX0815  USGS QUAD   -  SAN JACINTO (1979)
 DX0815
 DX0815                         *CURRENT SURVEY CONTROL
 DX0815  ___________________________________________________________________
 DX0815* NAD 83(1986)-  33 51 25.     (N)    116 56 11.     (W)     SCALED    
 DX0815* NAVD 88     -       663.39   (+/-2cm)    2176.5    (feet)  VERTCON   
 DX0815  ___________________________________________________________________
 DX0815  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DX0815  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0815
 DX0815.The horizontal coordinates were scaled from a topographic map and have
 DX0815.an estimated accuracy of +/- 6 seconds.
 DX0815
 DX0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0815.The vertical order pertains to the NGVD 29 superseded value.
 DX0815
 DX0815.The geoid height was determined by GEOID03.
 DX0815
 DX0815;                    North         East    Units  Estimated Accuracy
 DX0815;SPC CA 6     -   687,670.    1,936,480.      MT  (+/- 180 meters Scaled)
 DX0815
 DX0815                          SUPERSEDED SURVEY CONTROL
 DX0815
 DX0815  NGVD 29 (??/??/??)  662.568  (m)         2173.78   (f) ADJUSTED    1 2
 DX0815
 DX0815.Superseded values are not recommended for survey control.
 DX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0815.See file dsdata.txt to determine how the superseded data were derived.
 DX0815
 DX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT058462(NAD 83)
 DX0815_MARKER: DD = SURVEY DISK
 DX0815_SETTING: 66 = SET IN ROCK OUTCROP
 DX0815_SP_SET: ROCK OUTCROP
 DX0815_STAMPING: 40 D 1931
 DX0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0815+STABILITY: POSITION/ELEVATION WELL
 DX0815
 DX0815  HISTORY     - Date     Condition        Report By
 DX0815  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0815  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX0815
 DX0815                          STATION DESCRIPTION
 DX0815
 DX0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0815'6 MI SSW FROM BANNING.
 DX0815'ABOUT 6 MILES SOUTH SOUTHWEST OF BANNING, AT THE WOLFSKILL
 DX0815'(NOW POTRERO) RANCH, 15 FEET SOUTH OF A TEST SHAFT, IN A SOLID
 DX0815'OUTCROP OF SANDSTONE AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3498 ***********************************************************************
 EV3498  DESIGNATION -  40 DOR
 EV3498  PID         -  EV3498
 EV3498  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3498  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3498
 EV3498                         *CURRENT SURVEY CONTROL
 EV3498  ___________________________________________________________________
 EV3498* NAD 83(1986)-  34 08 07.     (N)    116 18 00.     (W)     SCALED    
 EV3498* NAVD 88     -       821.860  (meters)    2696.39   (feet)  READJUSTED
 EV3498  ___________________________________________________________________
 EV3498  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EV3498  DYNAMIC HT  -         820.850 (meters)    2693.07  (feet)  COMP
 EV3498  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 EV3498  OBS GRAVITY -     979,381.4   (mgal)                       GRAV_OBS
 EV3498
 EV3498  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3498
 EV3498.The horizontal coordinates were scaled from a topographic map and have
 EV3498.an estimated accuracy of +/- 6 seconds.
 EV3498
 EV3498.The orthometric height was determined by differential leveling
 EV3498.and adjusted in February 1993.
 EV3498.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3498.distribution rate of 0.0 thru 1.0 mm/km.
 EV3498.The height was derived from older observations constrained to new
 EV3498.heights in a crustal motion area.  The height is approximate in
 EV3498.relation to other heights in its vicinity.
 EV3498
 EV3498.The geoid height was determined by GEOID03.
 EV3498
 EV3498.The dynamic height is computed by dividing the NAVD 88
 EV3498.geopotential number by the normal gravity value computed on the
 EV3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3498.degrees latitude (g = 980.6199 gals.).
 EV3498
 EV3498.The modeled gravity was interpolated from observed gravity values.
 EV3498.The observed gravity was obtained from relative gravimeter ties
 EV3498.to the IGSN71 gravity network.
 EV3498
 EV3498;                    North         East    Units  Estimated Accuracy
 EV3498;SPC CA 5     -   571,800.    2,156,790.      MT  (+/- 180 meters Scaled)
 EV3498
 EV3498                          SUPERSEDED SURVEY CONTROL
 EV3498
 EV3498  NGVD 29 (??/??/92)  821.066  (m)         2693.78   (f) ADJ UNCH    1 1
 EV3498
 EV3498.Superseded values are not recommended for survey control.
 EV3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3498.See file dsdata.txt to determine how the superseded data were derived.
 EV3498
 EV3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT645773(NAD 83)
 EV3498_MARKER: DB = BENCH MARK DISK
 EV3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3498_SP_SET: CONCRETE POST
 EV3498_STAMPING: 2694 40 D0R 1972
 EV3498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3498+STABILITY: SURFACE MOTION
 EV3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3498+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 EV3498
 EV3498  HISTORY     - Date     Condition        Report By
 EV3498  HISTORY     - 1972     MONUMENTED       USGS
 EV3498  HISTORY     - 1978     GOOD             NGS
 EV3498  HISTORY     - 20040317 GOOD             INDIV
 EV3498
 EV3498                          STATION DESCRIPTION
 EV3498
 EV3498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3498'8.6 MI EAST FROM YUCCA VALLEY.
 EV3498'8.6 MILES EAST ALONG ATATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3498'VALLEY, AT THE JUNCTION OF A DIM TRACK ROAD LEADING NORTH, 0.5 MILE
 EV3498'EAST OF SUNBURST AVENUE, 187 FEET NORTH OF THE CENTER LINE OF THE
 EV3498'HIGHWAY, 13 FEET EAST OF THE CENTER OF THE TRACK ROAD, 12 WEST OF A
 EV3498'POWERLINE POLE WITH A GUY WIRE.
 EV3498'NOTE-SECOND POLE WEST OF BENCH MARK Q 1265.
 EV3498
 EV3498                          STATION RECOVERY (2004)
 EV3498
 EV3498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RCF)
 EV3498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0814 ***********************************************************************
 DX0814  DESIGNATION -  40 E
 DX0814  PID         -  DX0814
 DX0814  STATE/COUNTY-  CA/RIVERSIDE
 DX0814  USGS QUAD   -  SAN JACINTO (1979)
 DX0814
 DX0814                         *CURRENT SURVEY CONTROL
 DX0814  ___________________________________________________________________
 DX0814* NAD 83(1986)-  33 51 36.     (N)    116 57 35.     (W)     SCALED    
 DX0814* NAVD 88     -       616.633  (meters)    2023.07   (feet)  ADJUSTED  
 DX0814  ___________________________________________________________________
 DX0814  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DX0814  DYNAMIC HT  -         615.890 (meters)    2020.63  (feet)  COMP
 DX0814  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 DX0814
 DX0814  VERT ORDER  -  FIRST     CLASS II
 DX0814
 DX0814.The horizontal coordinates were scaled from a topographic map and have
 DX0814.an estimated accuracy of +/- 6 seconds.
 DX0814
 DX0814.The orthometric height was determined by differential leveling
 DX0814.and adjusted in January 1993.
 DX0814
 DX0814.The geoid height was determined by GEOID03.
 DX0814
 DX0814.The dynamic height is computed by dividing the NAVD 88
 DX0814.geopotential number by the normal gravity value computed on the
 DX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0814.degrees latitude (g = 980.6199 gals.).
 DX0814
 DX0814.The modeled gravity was interpolated from observed gravity values.
 DX0814
 DX0814;                    North         East    Units  Estimated Accuracy
 DX0814;SPC CA 6     -   688,020.    1,934,330.      MT  (+/- 180 meters Scaled)
 DX0814
 DX0814                          SUPERSEDED SURVEY CONTROL
 DX0814
 DX0814  NGVD 29 (??/??/??)  615.807  (m)         2020.36   (f) ADJUSTED    1 2
 DX0814
 DX0814.Superseded values are not recommended for survey control.
 DX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0814.See file dsdata.txt to determine how the superseded data were derived.
 DX0814
 DX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT037466(NAD 83)
 DX0814_MARKER: DB = BENCH MARK DISK
 DX0814_SETTING: 66 = SET IN ROCK OUTCROP
 DX0814_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DX0814_STAMPING: 40 E 1931
 DX0814_MARK LOGO: MWDSC 
 DX0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0814+STABILITY: POSITION/ELEVATION WELL
 DX0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0814+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1992
 DX0814
 DX0814  HISTORY     - Date     Condition        Report By
 DX0814  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0814  HISTORY     - 19920527 GOOD             MWDSC
 DX0814
 DX0814                          STATION DESCRIPTION
 DX0814
 DX0814'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0814'6.5 MI SW FROM BANNING.
 DX0814'ABOUT 6-1/2 MILES SOUTHWEST OF BANNING, RIVERSIDE COUNTY, ABOUT
 DX0814'500 FEET WEST OF A FOREST RESERVE BOUNDARY STAKE, 300 FEET SOUTH
 DX0814'OF THE ROAD TO THE HEAD OF MASSACRE CANYON, 200 FEET NORTH OF A
 DX0814'WASH, IN A LOW SADDLE, IN SANDSTONE, AND MARKED WITH A TEE.
 DX0814'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0814'DISK, STAMPED 40 E 1931.
 DX0814
 DX0814                          STATION RECOVERY (1992)
 DX0814
 DX0814'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX0814'IN BANNING, 6.2 MILES (10.0 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX0814'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX0814'RAILROAD BRIDGE, APPROXIMATELY 250 FEET (76.2 M) SOUTH OF THE
 DX0814'CENTERLINE OF HIGHLAND SPRINGS AVE., FOUND 3 INCH STANDARD BRASS MWD
 DX0814'DISK RECESSED 2 INCHES IN SANDSTONE RIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1339 ***********************************************************************
 EW1339  DESIGNATION -  40 E LAWD
 EW1339  PID         -  EW1339
 EW1339  STATE/COUNTY-  CA/LOS ANGELES
 EW1339  USGS QUAD   -  HOLLYWOOD (1994)
 EW1339
 EW1339                         *CURRENT SURVEY CONTROL
 EW1339  ___________________________________________________________________
 EW1339* NAD 83(1986)-  34 00 38.     (N)    118 21 40.     (W)     SCALED    
 EW1339* NAVD 88     -       140.52   (+/-2cm)     461.0    (feet)  VERTCON   
 EW1339  ___________________________________________________________________
 EW1339  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW1339  VERT ORDER  -  THIRD (See Below)
 EW1339
 EW1339.The horizontal coordinates were scaled from a topographic map and have
 EW1339.an estimated accuracy of +/- 6 seconds.
 EW1339
 EW1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1339.The vertical order pertains to the NGVD 29 superseded value.
 EW1339
 EW1339.The geoid height was determined by GEOID03.
 EW1339
 EW1339;                    North         East    Units  Estimated Accuracy
 EW1339;SPC CA 5     -   556,690.    1,966,640.      MT  (+/- 180 meters Scaled)
 EW1339
 EW1339                          SUPERSEDED SURVEY CONTROL
 EW1339
 EW1339  NGVD 29 (??/??/??)  139.75   (m)          458.5    (f) RESET       3  
 EW1339
 EW1339.Superseded values are not recommended for survey control.
 EW1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1339.See file dsdata.txt to determine how the superseded data were derived.
 EW1339
 EW1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743641(NAD 83)
 EW1339_MARKER: DD = SURVEY DISK
 EW1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1339_STAMPING: RPHE 11 PBM 40 E
 EW1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1339+STABILITY: SURFACE MOTION
 EW1339
 EW1339  HISTORY     - Date     Condition        Report By
 EW1339  HISTORY     - UNK      MONUMENTED       CA1980
 EW1339  HISTORY     - 1964     GOOD             NGS
 EW1339
 EW1339                          STATION DESCRIPTION
 EW1339
 EW1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1339'AT LOS ANGELES.
 EW1339'AT LOS ANGELES, AT BALDWIN HILLS, ALONG PUNTA ALTA DRIVE
 EW1339'BETWEEN MANTOVA DRIVE AND PADILLA PLACE, IN THE SOUTHWEST EDGE
 EW1339'OF THE DRIVEWAY LEADING TO THE GARAGE AT 4047 PUNTA ALTA DRIVE,
 EW1339'14.5 FEET SOUTHEAST OF THE SOUTH CORNER OF THE GARAGE, 46.3
 EW1339'FEET WEST OF AND ACROSS THE DRIVE FROM BENCH MARK 40 C(LAWD),
 EW1339'1.7 FEET NORTHWEST OF THE NORTHWEST CONCRETE CURB OF THE DRIVE,
 EW1339'AND SET IN THE TOP OF A CONCRETE POST 2 1/2 FEET UNDERGROUND
 EW1339'AND ACCESS HAD THROUGH A CAST IRON COVER MARKED DW AND P.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0805 ***********************************************************************
 DX0805  DESIGNATION -  40 F
 DX0805  PID         -  DX0805
 DX0805  STATE/COUNTY-  CA/RIVERSIDE
 DX0805  USGS QUAD   -  SAN JACINTO (1979)
 DX0805
 DX0805                         *CURRENT SURVEY CONTROL
 DX0805  ___________________________________________________________________
 DX0805* NAD 83(1986)-  33 51 10.     (N)    116 59 17.     (W)     SCALED    
 DX0805* NAVD 88     -       541.555  (meters)    1776.75   (feet)  ADJUSTED  
 DX0805  ___________________________________________________________________
 DX0805  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DX0805  DYNAMIC HT  -         540.914 (meters)    1774.65  (feet)  COMP
 DX0805  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 DX0805
 DX0805  VERT ORDER  -  FIRST     CLASS II
 DX0805
 DX0805.The horizontal coordinates were scaled from a topographic map and have
 DX0805.an estimated accuracy of +/- 6 seconds.
 DX0805
 DX0805.The orthometric height was determined by differential leveling
 DX0805.and adjusted in January 1993.
 DX0805
 DX0805.The geoid height was determined by GEOID03.
 DX0805
 DX0805.The dynamic height is computed by dividing the NAVD 88
 DX0805.geopotential number by the normal gravity value computed on the
 DX0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0805.degrees latitude (g = 980.6199 gals.).
 DX0805
 DX0805.The modeled gravity was interpolated from observed gravity values.
 DX0805
 DX0805;                    North         East    Units  Estimated Accuracy
 DX0805;SPC CA 6     -   687,240.    1,931,700.      MT  (+/- 180 meters Scaled)
 DX0805
 DX0805                          SUPERSEDED SURVEY CONTROL
 DX0805
 DX0805  NGVD 29 (??/??/??)  540.722  (m)         1774.02   (f) ADJUSTED    1 2
 DX0805
 DX0805.Superseded values are not recommended for survey control.
 DX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0805.See file dsdata.txt to determine how the superseded data were derived.
 DX0805
 DX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT011458(NAD 83)
 DX0805_MARKER: DB = BENCH MARK DISK
 DX0805_SETTING: 80 = SET IN A BOULDER
 DX0805_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 DX0805_STAMPING: 40 F 1931
 DX0805_MARK LOGO: MWDSC 
 DX0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0805+STABILITY: SURFACE MOTION
 DX0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0805+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 DX0805
 DX0805  HISTORY     - Date     Condition        Report By
 DX0805  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0805  HISTORY     - 1953     MARK NOT FOUND   USGS
 DX0805  HISTORY     - 19920603 GOOD             MWDSC
 DX0805
 DX0805                          STATION DESCRIPTION
 DX0805
 DX0805'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX0805'8 MI SW FROM BANNING.
 DX0805'ABOUT 8 MILES SOUTHWEST OF BANNING RIVERSIDE COUNTY, 0.4 MILE
 DX0805'NORTHEAST OF A LARGE WATERFALL, AT THE NORTH END OF MASSACRE
 DX0805'CANYON, ABOUT 400 FEET NORTH OF AN OLD HOUSE ON THE EAST SIDE
 DX0805'OF THE CANYON, IN A LARGE BOULDER, AND MARKED WITH A TEE.  A
 DX0805'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DX0805'DISK, STAMPED 40 F 1931.
 DX0805
 DX0805                          STATION RECOVERY (1953)
 DX0805
 DX0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 DX0805'MARK NOT FOUND.
 DX0805
 DX0805                          STATION RECOVERY (1992)
 DX0805
 DX0805'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX0805'APROXIMATELY 3100 FEET (944.9 M) EAST OF BENCH MARK 413, AT TOP OF
 DX0805'MASSACRE CANYON, APPROXIMATELY 300 FEET (91.4 M) SOUTH OF DIRT ROAD
 DX0805'AND 40 FEET (12.2 M) SOUTH OF RIVER BED, FOUND 3 INCH STANDARD BRASS
 DX0805'MWD DISK IN TOP OF 3 FEET (0.9 M) BY 3 FEET (0.9 M) PARTIALLY EXPOSED
 DX0805'BOULDER, FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0806 ***********************************************************************
 DX0806  DESIGNATION -  40 G
 DX0806  PID         -  DX0806
 DX0806  STATE/COUNTY-  CA/RIVERSIDE
 DX0806  USGS QUAD   -  SAN JACINTO (1979)
 DX0806
 DX0806                         *CURRENT SURVEY CONTROL
 DX0806  ___________________________________________________________________
 DX0806* NAD 83(1986)-  33 50 46.     (N)    116 59 33.     (W)     SCALED    
 DX0806* NAVD 88     -       485.763  (meters)    1593.71   (feet)  ADJUSTED  
 DX0806  ___________________________________________________________________
 DX0806  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DX0806  DYNAMIC HT  -         485.189 (meters)    1591.82  (feet)  COMP
 DX0806  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 DX0806
 DX0806  VERT ORDER  -  FIRST     CLASS II
 DX0806
 DX0806.The horizontal coordinates were scaled from a topographic map and have
 DX0806.an estimated accuracy of +/- 6 seconds.
 DX0806
 DX0806.The orthometric height was determined by differential leveling
 DX0806.and adjusted in January 1993.
 DX0806
 DX0806.The geoid height was determined by GEOID03.
 DX0806
 DX0806.The dynamic height is computed by dividing the NAVD 88
 DX0806.geopotential number by the normal gravity value computed on the
 DX0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0806.degrees latitude (g = 980.6199 gals.).
 DX0806
 DX0806.The modeled gravity was interpolated from observed gravity values.
 DX0806
 DX0806;                    North         East    Units  Estimated Accuracy
 DX0806;SPC CA 6     -   686,500.    1,931,280.      MT  (+/- 180 meters Scaled)
 DX0806
 DX0806                          SUPERSEDED SURVEY CONTROL
 DX0806
 DX0806  NGVD 29 (??/??/??)  484.937  (m)         1591.00   (f) ADJUSTED    1 2
 DX0806
 DX0806.Superseded values are not recommended for survey control.
 DX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0806.See file dsdata.txt to determine how the superseded data were derived.
 DX0806
 DX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT006450(NAD 83)
 DX0806_MARKER: DB = BENCH MARK DISK
 DX0806_SETTING: 66 = SET IN ROCK OUTCROP
 DX0806_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 DX0806_STAMPING: 40 G 1931
 DX0806_MARK LOGO: MWDSC 
 DX0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX0806+STABILITY: POSITION/ELEVATION WELL
 DX0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0806+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1992
 DX0806
 DX0806  HISTORY     - Date     Condition        Report By
 DX0806  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0806  HISTORY     - 1961     GOOD             NGS
 DX0806  HISTORY     - 19920511 GOOD             MWDSC
 DX0806
 DX0806                          STATION DESCRIPTION
 DX0806
 DX0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX0806'5.4 MI NW FROM SAN JACINTO.
 DX0806'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM SAN JACINTO
 DX0806'ELEMENTARY SCHOOL AT SAN JACINTO, THENCE 0.5 MILE NORTH-NORTHEAST
 DX0806'ALONG POTRERO CREEK IN THE BED OF MASSACRE CANYON, IN THE TOP OF
 DX0806'A GRANITE OUTCROP ON THE EAST SIDE OF THE CANYON, ABOUT 500 FEET
 DX0806'SOUTH OF A LARGE WATER FALL, 46 FEET EAST-SOUTHEAST OF A COTTONWOOD
 DX0806'TREE, 21 FEET EAST OF THE CENTER OF POTRERO CREEK, AND ABOUT
 DX0806'10 FEET HIGHER THAN THE CREEK BED.
 DX0806
 DX0806                          STATION RECOVERY (1992)
 DX0806
 DX0806'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX0806'5.0 MILES (8.0 KM) NORTHWEST OF THE TOWN OF SAN JACINTO, 0.5 MILES
 DX0806'(0.8 KM) NORTH ALONG MASSACRE CANYON FROM THE STATE HIGHWAY, 260 FEET
 DX0806'(79.2 M) NORTH OF 15 FEET (4.6 M) HIGH WATERFALL, ON EAST SIDE OF THE
 DX0806'CANYON 10 FEET (3.0 M) ABOVE THE CANYON FLOOR, FOUND 3 INCH STANDARD
 DX0806'BRASS MWD DISK FLUSH IN A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0807 ***********************************************************************
 DX0807  DESIGNATION -  40 H
 DX0807  PID         -  DX0807
 DX0807  STATE/COUNTY-  CA/RIVERSIDE
 DX0807  USGS QUAD   -  SAN JACINTO (1979)
 DX0807
 DX0807                         *CURRENT SURVEY CONTROL
 DX0807  ___________________________________________________________________
 DX0807* NAD 83(1986)-  33 50 33.     (N)    116 59 45.     (W)     SCALED    
 DX0807* NAVD 88     -       465.11   (+/-2cm)    1525.9    (feet)  VERTCON   
 DX0807  ___________________________________________________________________
 DX0807  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DX0807  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0807
 DX0807.The horizontal coordinates were scaled from a topographic map and have
 DX0807.an estimated accuracy of +/- 6 seconds.
 DX0807
 DX0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0807.The vertical order pertains to the NGVD 29 superseded value.
 DX0807
 DX0807.The geoid height was determined by GEOID03.
 DX0807
 DX0807;                    North         East    Units  Estimated Accuracy
 DX0807;SPC CA 6     -   686,110.    1,930,970.      MT  (+/- 180 meters Scaled)
 DX0807
 DX0807                          SUPERSEDED SURVEY CONTROL
 DX0807
 DX0807  NGVD 29 (??/??/??)  464.301  (m)         1523.29   (f) ADJUSTED    1 2
 DX0807
 DX0807.Superseded values are not recommended for survey control.
 DX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0807.See file dsdata.txt to determine how the superseded data were derived.
 DX0807
 DX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT003446(NAD 83)
 DX0807_MARKER: DD = SURVEY DISK
 DX0807_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX0807_SP_SET: UNSPECIFIED ROCK
 DX0807_STAMPING: 40 H 1931
 DX0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0807
 DX0807  HISTORY     - Date     Condition        Report By
 DX0807  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0807  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX0807  HISTORY     - 1961     MARK NOT FOUND   NGS
 DX0807
 DX0807                          STATION DESCRIPTION
 DX0807
 DX0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0807'4.8 MI NNW FROM SAN JACINTO.
 DX0807'ABOUT 4 3/4 MILES NORTH NORTHWEST OF SAN JACINTO, ON THE EAST SIDE
 DX0807'OF MASSACRE CANYON, ABOUT 150 FEET NORTH OF THE POTRERO CREEK
 DX0807'BRIDGE, ABOUT 4 FEET HIGHER THAN THE CREEK BED, IN ROCK AND
 DX0807'MARKED WITH A TEE.  THE MARK WAS SEARCHED FOR BUT WAS NOT
 DX0807'RECOVERED.
 DX0807
 DX0807                          STATION RECOVERY (1961)
 DX0807
 DX0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DX0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1057 ***********************************************************************
 KT1057  DESIGNATION -  40 HJH USGS
 KT1057  PID         -  KT1057
 KT1057  STATE/COUNTY-  CA/MENDOCINO
 KT1057  USGS QUAD   -  JAMISON RIDGE (1994)
 KT1057
 KT1057                         *CURRENT SURVEY CONTROL
 KT1057  ___________________________________________________________________
 KT1057* NAD 83(1986)-  39 40 32.     (N)    123 07 56.     (W)     SCALED    
 KT1057* NAVD 88     -       360.63   (+/-2cm)    1183.2    (feet)  VERTCON   
 KT1057  ___________________________________________________________________
 KT1057  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 KT1057  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1057
 KT1057.The horizontal coordinates were scaled from a topographic map and have
 KT1057.an estimated accuracy of +/- 6 seconds.
 KT1057
 KT1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1057.The vertical order pertains to the NGVD 29 superseded value.
 KT1057
 KT1057.The geoid height was determined by GEOID03.
 KT1057
 KT1057;                    North         East    Units  Estimated Accuracy
 KT1057;SPC CA 2     -   723,610.    1,902,870.      MT  (+/- 180 meters Scaled)
 KT1057
 KT1057                          SUPERSEDED SURVEY CONTROL
 KT1057
 KT1057  NGVD 29 (??/??/92)  359.697  (m)         1180.11   (f) ADJ UNCH    1 2
 KT1057
 KT1057.Superseded values are not recommended for survey control.
 KT1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1057.See file dsdata.txt to determine how the superseded data were derived.
 KT1057
 KT1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ886917(NAD 83)
 KT1057_MARKER: DD = SURVEY DISK
 KT1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1057_STAMPING: 40 HJH 1180 1951
 KT1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1057+STABILITY: SURFACE MOTION
 KT1057
 KT1057  HISTORY     - Date     Condition        Report By
 KT1057  HISTORY     - 1951     MONUMENTED       USGS
 KT1057  HISTORY     - 1965     GOOD             NGS
 KT1057
 KT1057                          STATION DESCRIPTION
 KT1057
 KT1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1057'7 MI NE FROM EDEN VALLEY RANCH.
 KT1057'4.85 MILES EAST ALONG A TRACK ROAD FROM THE EDEN VALLEY RANCH,
 KT1057'THENCE 2.2 MILES NORTH ALONG ELK RIVER, 0.35 MILE NORTH OF A
 KT1057'FORD ACROSS THE RIVER, 25 FEET EAST-NORTHEAST OF THE CENTER LINE
 KT1057'OF THE ROAD, 125 YARDS SOUTH-SOUTHEAST OF THE BANK OF EEL RIVER,
 KT1057'200 YARDS EAST-NORTHEAST OF THE BANK OF ELK RIVER, 174 FEET
 KT1057'NORTH-NORTHWEST OF A 4-INCH OAK TREE, 1.0 FOOT SOUTH-SOUTHEAST
 KT1057'OF A FENCE, 1.0 FOOT SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT
 KT1057'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KT1057'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0804 ***********************************************************************
 DX0804  DESIGNATION -  40 J
 DX0804  PID         -  DX0804
 DX0804  STATE/COUNTY-  CA/RIVERSIDE
 DX0804  USGS QUAD   -  SAN JACINTO (1979)
 DX0804
 DX0804                         *CURRENT SURVEY CONTROL
 DX0804  ___________________________________________________________________
 DX0804* NAD 83(1986)-  33 50 22.     (N)    116 59 34.     (W)     SCALED    
 DX0804* NAVD 88     -       456.48   (+/-2cm)    1497.6    (feet)  VERTCON   
 DX0804  ___________________________________________________________________
 DX0804  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DX0804  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0804
 DX0804.The horizontal coordinates were scaled from a topographic map and have
 DX0804.an estimated accuracy of +/- 6 seconds.
 DX0804
 DX0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0804.The vertical order pertains to the NGVD 29 superseded value.
 DX0804
 DX0804.The geoid height was determined by GEOID03.
 DX0804
 DX0804;                    North         East    Units  Estimated Accuracy
 DX0804;SPC CA 6     -   685,770.    1,931,250.      MT  (+/- 180 meters Scaled)
 DX0804
 DX0804                          SUPERSEDED SURVEY CONTROL
 DX0804
 DX0804  NGVD 29 (??/??/??)  455.666  (m)         1494.96   (f) ADJUSTED    1 2
 DX0804
 DX0804.Superseded values are not recommended for survey control.
 DX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0804.See file dsdata.txt to determine how the superseded data were derived.
 DX0804
 DX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT006443(NAD 83)
 DX0804_MARKER: DD = SURVEY DISK
 DX0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0804_STAMPING: 40 J 1931
 DX0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0804+STABILITY: SURFACE MOTION
 DX0804
 DX0804  HISTORY     - Date     Condition        Report By
 DX0804  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0804  HISTORY     - 1961     GOOD             NGS
 DX0804
 DX0804                          STATION DESCRIPTION
 DX0804
 DX0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX0804'4.6 MI NW FROM SAN JACINTO.
 DX0804'4.55 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM SAN JACINTO
 DX0804'ELEMENTARY SCHOOL AT SAN JACINTO, ABOUT 0.1 MILE SOUTHEAST OF
 DX0804'A HOUSE, 95 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DX0804'150 FEET NORTH-NORTHWEST OF A GILMANS GOLF RESORT SIGN, 81 FEET
 DX0804'NORTH-NORTHWEST OF POWER LINE BRACE POLE 18745 CWT, 75 FEET
 DX0804'SOUTHEAST OF POWER POLE 77354 WITH A GUY WIRE EXTENDING TO THE
 DX0804'NEXT POLE NORTHWEST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND
 DX0804'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 DX0804'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0681 ***********************************************************************
 EU0681  DESIGNATION -  40 JRH USGS
 EU0681  PID         -  EU0681
 EU0681  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0681  USGS QUAD   -  CLARKS PASS (1985)
 EU0681
 EU0681                         *CURRENT SURVEY CONTROL
 EU0681  ___________________________________________________________________
 EU0681* NAD 83(1992)-  34 06 29.52615(N)    115 31 54.10543(W)     ADJUSTED  
 EU0681* NAVD 88     -       621.6    (meters)    2039.     (feet)  VERTCON   
 EU0681  ___________________________________________________________________
 EU0681  EPOCH DATE  -        1991.35
 EU0681  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 EU0681  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EU0681  OBS GRAVITY -     979,452.6   (mgal)                       GRAV_OBS
 EU0681
 EU0681  HORZ ORDER  -  SECOND
 EU0681  VERT ORDER  -  THIRD (See Below)
 EU0681
 EU0681.The horizontal coordinates were established by classical geodetic methods
 EU0681.and adjusted by the National Geodetic Survey in June 1996.
 EU0681.The horizontal coordinates are valid at the epoch date displayed above.
 EU0681.The epoch date for horizontal control is a decimal equivalence
 EU0681.of Year/Month/Day.
 EU0681
 EU0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0681.The vertical order pertains to the NGVD 29 superseded value.
 EU0681
 EU0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EU0681
 EU0681.The geoid height was determined by GEOID03.
 EU0681.The observed gravity was obtained from relative gravimeter ties
 EU0681.to the IGSN71 gravity network.
 EU0681
 EU0681;                    North         East     Units Scale Factor Converg.
 EU0681;SPC CA 5     -   570,261.308 2,227,717.815   MT  0.99998462   +1 24 25.1
 EU0681;SPC CA 5     - 1,870,932.31  7,308,770.86   sFT  0.99998462   +1 24 25.1
 EU0681;UTM  11      - 3,775,126.479   635,428.077   MT  0.99982609   +0 49 24.6
 EU0681
 EU0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EU0681!SPC CA 5     -   0.99990745  x   0.99998462  =   0.99989207
 EU0681!UTM  11      -   0.99990745  x   0.99982609  =   0.99973356
 EU0681
 EU0681                          SUPERSEDED SURVEY CONTROL
 EU0681
 EU0681  NAD 83(1992)-  34 06 29.53007(N)    115 31 54.10662(W) AD(1984.00) 2
 EU0681  NAD 83(1986)-  34 06 29.53268(N)    115 31 54.10727(W) AD(1984.00) 2
 EU0681  NAD 27      -  34 06 29.51550(N)    115 31 51.15226(W) AD(       ) 2
 EU0681  NGVD 29 (07/19/86)  620.9    (m)         2037.     (f) LEVELING    3  
 EU0681
 EU0681.Superseded values are not recommended for survey control.
 EU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0681.See file dsdata.txt to determine how the superseded data were derived.
 EU0681
 EU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT3542875126(NAD 83)
 EU0681_MARKER: DB = BENCH MARK DISK
 EU0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EU0681_SP_SET: CONCRETE POST
 EU0681_STAMPING: 40 JRH 1956 2037
 EU0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EU0681+STABILITY: SURFACE MOTION
 EU0681
 EU0681  HISTORY     - Date     Condition        Report By
 EU0681  HISTORY     - 1973     MONUMENTED       CADT
 EU0681  HISTORY     - 1978     GOOD             NGS
 EU0681
 EU0681                          STATION DESCRIPTION
 EU0681
 EU0681'DESCRIBED BY CALTRANS 1973 (RH)
 EU0681'THIRD ORDER TRAVERSE STATION COMPUTED FROM STATION TAIL (CADH)
 EU0681'
 EU0681'STATION IS LOCATED ABOUT 32MILES EAST OF TWENTYNINE PALMS AND
 EU0681'ON THE EAST SIDE OF CALIFORNIA HIGHWAY 62.
 EU0681'
 EU0681'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA
 EU0681'HIGHWAY 62 AND CALIFORNIA HIGHWAY 177, 52 MILES EAST OF
 EU0681'TWENTYNINE PALMS, GO WEST ON CALIFORNIA HIGHWAY 62 FOR 19.3 MILES
 EU0681'TO STATION ON LEFT.
 EU0681'
 EU0681'STATION IS A USGS BM DISK IN ROUND CONCRETE MONUMENT AND STAMPED
 EU0681'40 JRH 2037 1956, IS 40 FT EAST OF AND 3 FT HIGHER THAN
 EU0681'CENTERLINE CALIFORNIA HIGHWAY 62.
 EU0681'
 EU0681'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EU0681
 EU0681                          STATION RECOVERY (1978)
 EU0681
 EU0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EU0681'32.9 MI EAST FROM TWENTYNINE PALMS.
 EU0681'32.95 MILES EAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF ADOBE
 EU0681'ROAD, 216 FT. SOUTHWEST OF HIGHWAY MILEPOST 66.00, 40 FT. SOUTHEAST
 EU0681'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0803 ***********************************************************************
 DX0803  DESIGNATION -  40 K
 DX0803  PID         -  DX0803
 DX0803  STATE/COUNTY-  CA/RIVERSIDE
 DX0803  USGS QUAD   -  SAN JACINTO (1979)
 DX0803
 DX0803                         *CURRENT SURVEY CONTROL
 DX0803  ___________________________________________________________________
 DX0803* NAD 83(1986)-  33 49 51.     (N)    116 58 58.     (W)     SCALED    
 DX0803* NAVD 88     -       461.44   (+/-2cm)    1513.9    (feet)  VERTCON   
 DX0803  ___________________________________________________________________
 DX0803  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DX0803  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0803
 DX0803.The horizontal coordinates were scaled from a topographic map and have
 DX0803.an estimated accuracy of +/- 6 seconds.
 DX0803
 DX0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0803.The vertical order pertains to the NGVD 29 superseded value.
 DX0803
 DX0803.The geoid height was determined by GEOID03.
 DX0803
 DX0803;                    North         East    Units  Estimated Accuracy
 DX0803;SPC CA 6     -   684,800.    1,932,170.      MT  (+/- 180 meters Scaled)
 DX0803
 DX0803                          SUPERSEDED SURVEY CONTROL
 DX0803
 DX0803  NGVD 29 (??/??/??)  460.634  (m)         1511.26   (f) ADJUSTED    1 2
 DX0803
 DX0803.Superseded values are not recommended for survey control.
 DX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0803.See file dsdata.txt to determine how the superseded data were derived.
 DX0803
 DX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT015434(NAD 83)
 DX0803_MARKER: DD = SURVEY DISK
 DX0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0803_STAMPING: 40 K 1931
 DX0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0803+STABILITY: SURFACE MOTION
 DX0803
 DX0803  HISTORY     - Date     Condition        Report By
 DX0803  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0803  HISTORY     - 1961     GOOD             NGS
 DX0803
 DX0803                          STATION DESCRIPTION
 DX0803
 DX0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX0803'3.7 MI NW FROM SAN JACINTO.
 DX0803'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM SAN JACINTO
 DX0803'ELEMENTARY SCHOOL AT SAN JACINTO, ON THE INSIDE OF A LONG CURVE,
 DX0803'ON THE NORTHEAST SIDE OF A GROUP OF CABINS, 36 FEET SOUTHWEST
 DX0803'OF THE CENTER LINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF THE
 DX0803'CENTER LINE OF A DRIVEWAY LEADING TO THE CABINS, 24 FEET NORTHEAST
 DX0803'OF THE EAST CORNER OF THE SECOND UNIT FROM THE NORTHWEST END,
 DX0803'15 FEET EAST OF A TREE, 13 FEET WEST OF A TREE, 2 FEET SOUTHWEST
 DX0803'OF A POINT IN LINE WITH THE ROW OF TREES, ABOUT 1 FOOT LOWER
 DX0803'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 DX0803'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0450 ***********************************************************************
 FT0450  DESIGNATION -  40 KSM
 FT0450  PID         -  FT0450
 FT0450  STATE/COUNTY-  CA/INYO
 FT0450  USGS QUAD   -  WHITE HILLS (1983)
 FT0450
 FT0450                         *CURRENT SURVEY CONTROL
 FT0450  ___________________________________________________________________
 FT0450* NAD 83(1986)-  35 46 50.     (N)    117 42 24.     (W)     SCALED    
 FT0450* NAVD 88     -       670.731  (meters)    2200.56   (feet)  ADJUSTED  
 FT0450  ___________________________________________________________________
 FT0450  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FT0450  DYNAMIC HT  -         670.008 (meters)    2198.18  (feet)  COMP
 FT0450  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 FT0450
 FT0450  VERT ORDER  -  FIRST     CLASS II
 FT0450
 FT0450.The horizontal coordinates were scaled from a topographic map and have
 FT0450.an estimated accuracy of +/- 6 seconds.
 FT0450
 FT0450.The orthometric height was determined by differential leveling
 FT0450.and adjusted in June 1991.
 FT0450
 FT0450.The geoid height was determined by GEOID03.
 FT0450
 FT0450.The dynamic height is computed by dividing the NAVD 88
 FT0450.geopotential number by the normal gravity value computed on the
 FT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0450.degrees latitude (g = 980.6199 gals.).
 FT0450
 FT0450.The modeled gravity was interpolated from observed gravity values.
 FT0450
 FT0450;                    North         East    Units  Estimated Accuracy
 FT0450;SPC CA 4     -   550,410.    2,116,940.      MT  (+/- 180 meters Scaled)
 FT0450
 FT0450                          SUPERSEDED SURVEY CONTROL
 FT0450
 FT0450  NGVD 29 (??/??/??)  670.01   (m)         2198.2    (f) RESET       3  
 FT0450
 FT0450.Superseded values are not recommended for survey control.
 FT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0450.See file dsdata.txt to determine how the superseded data were derived.
 FT0450
 FT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV361598(NAD 83)
 FT0450_MARKER: DD = SURVEY DISK
 FT0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0450_STAMPING: 2198 40 KSM 1946
 FT0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0450+STABILITY: SURFACE MOTION
 FT0450
 FT0450  HISTORY     - Date     Condition        Report By
 FT0450  HISTORY     - 1946     MONUMENTED       USGS
 FT0450  HISTORY     - 1950     GOOD             NGS
 FT0450
 FT0450                          STATION DESCRIPTION
 FT0450
 FT0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0450'11 MI NW FROM CHINA LAKE NOTS.
 FT0450'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0450'8.0 MILES NORTH ALONG THE G-1 SPOTTING TOWER ROAD, 0.7 MILE
 FT0450'NORTHWEST OF SPOTTING TOWER S-9 40 FEET NORTH OF THE INTERSECTION
 FT0450'OF G-1 ROAD WITH THE OLD DARWIN ROAD, IT IS IN LINE WITH
 FT0450'TELEPHONE POLES, AND 6 FEET SOUTHEAST OF A TELEPHONE POLE WITH
 FT0450'USPBM PAINTED ON THE POLE IN WHITE PAINT.  THE STATION IS A USGS
 FT0450'BENCH MARK SET IN 12 IN CYLINDRICAL CONCRETE POST, PROJECTING
 FT0450'2 IN ABOVE THE GROUND AND IS STAMPED 2198 40 KSM 1946.  FOR
 FT0450'INFORMATION TO REACH FROM THE NAVAL ORDNANCE TEST HEADQUARTERS,
 FT0450'CONTACT THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0801 ***********************************************************************
 DX0801  DESIGNATION -  40 L
 DX0801  PID         -  DX0801
 DX0801  STATE/COUNTY-  CA/RIVERSIDE
 DX0801  USGS QUAD   -  SAN JACINTO (1979)
 DX0801
 DX0801                         *CURRENT SURVEY CONTROL
 DX0801  ___________________________________________________________________
 DX0801* NAD 83(1986)-  33 49 30.     (N)    116 58 10.     (W)     SCALED    
 DX0801* NAVD 88     -       466.44   (+/-2cm)    1530.3    (feet)  VERTCON   
 DX0801  ___________________________________________________________________
 DX0801  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DX0801  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0801
 DX0801.The horizontal coordinates were scaled from a topographic map and have
 DX0801.an estimated accuracy of +/- 6 seconds.
 DX0801
 DX0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0801.The vertical order pertains to the NGVD 29 superseded value.
 DX0801
 DX0801.The geoid height was determined by GEOID03.
 DX0801
 DX0801;                    North         East    Units  Estimated Accuracy
 DX0801;SPC CA 6     -   684,150.    1,933,400.      MT  (+/- 180 meters Scaled)
 DX0801
 DX0801                          SUPERSEDED SURVEY CONTROL
 DX0801
 DX0801  NGVD 29 (??/??/??)  465.636  (m)         1527.67   (f) ADJUSTED    1 2
 DX0801
 DX0801.Superseded values are not recommended for survey control.
 DX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0801.See file dsdata.txt to determine how the superseded data were derived.
 DX0801
 DX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT028427(NAD 83)
 DX0801_MARKER: DD = SURVEY DISK
 DX0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0801_STAMPING: 40 L 1931
 DX0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0801+STABILITY: SURFACE MOTION
 DX0801
 DX0801  HISTORY     - Date     Condition        Report By
 DX0801  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0801  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX0801
 DX0801                          STATION DESCRIPTION
 DX0801
 DX0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX0801'2.5 MI N FROM SAN JACINTO.
 DX0801'ABOUT 2 1/2 MILES NORTH OF SAN JACINTO, ABOUT 1/4 MILE EAST OF
 DX0801'A BRIDGE OVER SAN JACINTO RIVER, ON THE NORTH SIDE OF THE
 DX0801'SOBABA HOT SPRINGS ROAD, SOUTH OF A FENCELINE, SURROUNDED BY
 DX0801'A FENCE AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0799 ***********************************************************************
 DX0799  DESIGNATION -  40 M
 DX0799  PID         -  DX0799
 DX0799  STATE/COUNTY-  CA/RIVERSIDE
 DX0799  USGS QUAD   -  SAN JACINTO (1979)
 DX0799
 DX0799                         *CURRENT SURVEY CONTROL
 DX0799  ___________________________________________________________________
 DX0799* NAD 83(1986)-  33 49 11.     (N)    116 57 53.     (W)     SCALED    
 DX0799* NAVD 88     -       467.84   (+/-2cm)    1534.9    (feet)  VERTCON   
 DX0799  ___________________________________________________________________
 DX0799  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DX0799  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0799
 DX0799.The horizontal coordinates were scaled from a topographic map and have
 DX0799.an estimated accuracy of +/- 6 seconds.
 DX0799
 DX0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0799.The vertical order pertains to the NGVD 29 superseded value.
 DX0799
 DX0799.The geoid height was determined by GEOID03.
 DX0799
 DX0799;                    North         East    Units  Estimated Accuracy
 DX0799;SPC CA 6     -   683,560.    1,933,830.      MT  (+/- 180 meters Scaled)
 DX0799
 DX0799                          SUPERSEDED SURVEY CONTROL
 DX0799
 DX0799  NGVD 29 (??/??/??)  467.039  (m)         1532.28   (f) ADJUSTED    1 2
 DX0799
 DX0799.Superseded values are not recommended for survey control.
 DX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0799.See file dsdata.txt to determine how the superseded data were derived.
 DX0799
 DX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT032421(NAD 83)
 DX0799_MARKER: DD = SURVEY DISK
 DX0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0799_STAMPING: 40 M 1931
 DX0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0799+STABILITY: SURFACE MOTION
 DX0799
 DX0799  HISTORY     - Date     Condition        Report By
 DX0799  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0799  HISTORY     - 1961     GOOD             NGS
 DX0799
 DX0799                          STATION DESCRIPTION
 DX0799
 DX0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX0799'3.4 MI NW FROM SAN JACINTO.
 DX0799'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 79 FROM SAN JACINTO
 DX0799'ELEMENTARY SCHOOL AT SAN JACINTO, THENCE 0.6 MILE EAST ALONG
 DX0799'SOBOBA ROAD, ABOUT 600 FEET EAST OF A FARMHOUSE ON THE NORTH
 DX0799'SIDE OF THE ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DX0799'1 1/2 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, ABOUT
 DX0799'3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DX0799'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0811 ***********************************************************************
 DX0811  DESIGNATION -  40 N
 DX0811  PID         -  DX0811
 DX0811  STATE/COUNTY-  CA/RIVERSIDE
 DX0811  USGS QUAD   -  SAN JACINTO (1979)
 DX0811
 DX0811                         *CURRENT SURVEY CONTROL
 DX0811  ___________________________________________________________________
 DX0811* NAD 83(1986)-  33 49 00.     (N)    116 59 27.     (W)     SCALED    
 DX0811* NAVD 88     -       450.751  (meters)    1478.84   (feet)  ADJUSTED  
 DX0811  ___________________________________________________________________
 DX0811  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX0811  DYNAMIC HT  -         450.215 (meters)    1477.08  (feet)  COMP
 DX0811  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 DX0811
 DX0811  VERT ORDER  -  FIRST     CLASS II
 DX0811
 DX0811.The horizontal coordinates were scaled from a topographic map and have
 DX0811.an estimated accuracy of +/- 6 seconds.
 DX0811
 DX0811.The orthometric height was determined by differential leveling
 DX0811.and adjusted in May 1994.
 DX0811
 DX0811.The geoid height was determined by GEOID03.
 DX0811
 DX0811.The dynamic height is computed by dividing the NAVD 88
 DX0811.geopotential number by the normal gravity value computed on the
 DX0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0811.degrees latitude (g = 980.6199 gals.).
 DX0811
 DX0811.The modeled gravity was interpolated from observed gravity values.
 DX0811
 DX0811;                    North         East    Units  Estimated Accuracy
 DX0811;SPC CA 6     -   683,240.    1,931,410.      MT  (+/- 180 meters Scaled)
 DX0811
 DX0811                          SUPERSEDED SURVEY CONTROL
 DX0811
 DX0811  NGVD 29 (??/??/??)  450.303  (m)         1477.37   (f) ADJUSTED    1 2
 DX0811
 DX0811.Superseded values are not recommended for survey control.
 DX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0811.See file dsdata.txt to determine how the superseded data were derived.
 DX0811
 DX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT008418(NAD 83)
 DX0811_MARKER: DD = SURVEY DISK
 DX0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0811_SP_SET: CONCRETE POST
 DX0811_STAMPING: 40 N 1931
 DX0811_MARK LOGO: MWDSC 
 DX0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0811+STABILITY: SURFACE MOTION
 DX0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0811+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1992
 DX0811
 DX0811  HISTORY     - Date     Condition        Report By
 DX0811  HISTORY     - 1931     MONUMENTED       MWDSC
 DX0811  HISTORY     - 1961     GOOD             NGS
 DX0811  HISTORY     - 19921120 GOOD             MWDSC
 DX0811
 DX0811                          STATION DESCRIPTION
 DX0811
 DX0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX0811'3.5 MI NW FROM SAN JACINTO.
 DX0811'2.35 MILE NORTHWEST ALONG STATE HIGHWAY 79 FROM SAN JACINTO
 DX0811'ELEMENTARY SCHOOL AT SAN JACINTO, THENCE 0.8 MILE WEST ALONG
 DX0811'RECORD ROAD, THENCE 0.3 MILE WEST ALONG A FENCE LINE ON PRIVATE
 DX0811'PROPERTY, ABOUT 8.35 MILES EAST OF LAKEVIEW, ABOUT 0.35 MILE
 DX0811'WEST OF THE END OF POTTER ROAD, ABOUT 600 FEET SOUTHWEST OF A
 DX0811'HOUSE AND TWO SILOS, 36 1/2 FEET SOUTH-SOUTHEAST OF POWER LINE
 DX0811'JUNCTION POLE 21694, 17 FEET SOUTH-SOUTHEAST OF A FENCE CORNER,
 DX0811'4 FEET EAST OF THE EAST END OF A GUY WIRE, 12 FEET NORTHEAST OF
 DX0811'A VENT PIPE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 DX0811'FOOT ABOVE THE GROUND.
 DX0811
 DX0811                          STATION RECOVERY (1992)
 DX0811
 DX0811'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2079 ***********************************************************************
 DX2079  DESIGNATION -  40 P
 DX2079  PID         -  DX2079
 DX2079  STATE/COUNTY-  CA/RIVERSIDE
 DX2079  USGS QUAD   -  LAKEVIEW (1979)
 DX2079
 DX2079                         *CURRENT SURVEY CONTROL
 DX2079  ___________________________________________________________________
 DX2079* NAD 83(1986)-  33 48 59.     (N)    117 01 36.     (W)     SCALED    
 DX2079* NAVD 88     -       450.05   (+/-2cm)    1476.5    (feet)  VERTCON   
 DX2079  ___________________________________________________________________
 DX2079  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX2079  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2079
 DX2079.The horizontal coordinates were scaled from a topographic map and have
 DX2079.an estimated accuracy of +/- 6 seconds.
 DX2079
 DX2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2079.The vertical order pertains to the NGVD 29 superseded value.
 DX2079
 DX2079.The geoid height was determined by GEOID03.
 DX2079
 DX2079;                    North         East    Units  Estimated Accuracy
 DX2079;SPC CA 6     -   683,230.    1,928,100.      MT  (+/- 180 meters Scaled)
 DX2079
 DX2079                          SUPERSEDED SURVEY CONTROL
 DX2079
 DX2079  NGVD 29 (??/??/??)  449.255  (m)         1473.93   (f) ADJUSTED    1 2
 DX2079
 DX2079.Superseded values are not recommended for survey control.
 DX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2079.See file dsdata.txt to determine how the superseded data were derived.
 DX2079
 DX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT975417(NAD 83)
 DX2079_MARKER: DD = SURVEY DISK
 DX2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2079_STAMPING: 40 P 1931
 DX2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2079+STABILITY: SURFACE MOTION
 DX2079
 DX2079  HISTORY     - Date     Condition        Report By
 DX2079  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2079  HISTORY     - 1961     GOOD             NGS
 DX2079
 DX2079                          STATION DESCRIPTION
 DX2079
 DX2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2079'6.2 MI E FROM LAKEVIEW.
 DX2079'5.4 MILES EAST ALONG THE LAKEVIEW-SAN JACINTO ROAD FROM THE POST
 DX2079'OFFICE AT LAKEVIEW, THENCE 0.5 MILE SOUTH ALONG WARREN ROAD,
 DX2079'THENCE 0.35 MILE EAST ALONG A PRIVATE ROAD THROUGH A LARGE FEED
 DX2079'LOT OPERATED BY NUTRILITE PRODUCTS INC., 31 FEET SOUTH OF THE
 DX2079'CENTER LINE OF THE ROAD, 139 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DX2079'CORNER OF A WOODEN BRIDGE OVER A DRY WASH, 32 1/2 FEET SOUTH OF
 DX2079'A POINT IN LINE WITH A ROW OF POWER LINE POLES, 31 1/2 FEET
 DX2079'SOUTH OF A FENCE, 2 1/2 FEET NORTH OF A FENCE, 0.8 FOOT NORTH
 DX2079'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DX2079'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2077 ***********************************************************************
 DX2077  DESIGNATION -  40 Q
 DX2077  PID         -  DX2077
 DX2077  STATE/COUNTY-  CA/RIVERSIDE
 DX2077  USGS QUAD   -  LAKEVIEW (1979)
 DX2077
 DX2077                         *CURRENT SURVEY CONTROL
 DX2077  ___________________________________________________________________
 DX2077* NAD 83(1986)-  33 49 52.     (N)    117 02 53.     (W)     SCALED    
 DX2077* NAVD 88     -       444.68   (+/-2cm)    1458.9    (feet)  VERTCON   
 DX2077  ___________________________________________________________________
 DX2077  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DX2077  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2077
 DX2077.The horizontal coordinates were scaled from a topographic map and have
 DX2077.an estimated accuracy of +/- 6 seconds.
 DX2077
 DX2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2077.The vertical order pertains to the NGVD 29 superseded value.
 DX2077
 DX2077.The geoid height was determined by GEOID03.
 DX2077
 DX2077;                    North         East    Units  Estimated Accuracy
 DX2077;SPC CA 6     -   684,880.    1,926,130.      MT  (+/- 180 meters Scaled)
 DX2077
 DX2077                          SUPERSEDED SURVEY CONTROL
 DX2077
 DX2077  NGVD 29 (??/??/??)  443.887  (m)         1456.32   (f) ADJUSTED    1 2
 DX2077
 DX2077.Superseded values are not recommended for survey control.
 DX2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2077.See file dsdata.txt to determine how the superseded data were derived.
 DX2077
 DX2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT955434(NAD 83)
 DX2077_MARKER: DD = SURVEY DISK
 DX2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2077_STAMPING: 40 Q 1931
 DX2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2077+STABILITY: SURFACE MOTION
 DX2077
 DX2077  HISTORY     - Date     Condition        Report By
 DX2077  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2077  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2077
 DX2077                          STATION DESCRIPTION
 DX2077
 DX2077'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2077'6 MI WNW FROM SAN JACINTO.
 DX2077'ABOUT 6 MILES WEST-NORTHWEST OF SAN JACINTO, RIVERSIDE COUNTY,
 DX2077'ABOUT 1 MILE WEST-NORTHWEST ALONG THE MEAD ROAD FROM THE
 DX2077'INTERSECTION OF THE PICO ROAD, ABOUT 1 MILE WEST OF THE CASA
 DX2077'LOMA RANCH HOUSE, 20 FEET SOUTH OF THE PAVEMENT, NEAR A FENCE
 DX2077'LINE, AND SURROUNDED BY A FENCE.  A METROPOLITAN WATER DISTRICT
 DX2077'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 40 Q 1931 AND SET
 DX2077'IN THE TOP OF A CONCRETE POST.
 DX2077
 DX2077                          STATION RECOVERY (1958)
 DX2077
 DX2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2075 ***********************************************************************
 DX2075  DESIGNATION -  40 R
 DX2075  PID         -  DX2075
 DX2075  STATE/COUNTY-  CA/RIVERSIDE
 DX2075  USGS QUAD   -  LAKEVIEW (1979)
 DX2075
 DX2075                         *CURRENT SURVEY CONTROL
 DX2075  ___________________________________________________________________
 DX2075* NAD 83(1986)-  33 50 15.     (N)    117 04 00.     (W)     SCALED    
 DX2075* NAVD 88     -       455.323  (meters)    1493.84   (feet)  ADJUSTED  
 DX2075  ___________________________________________________________________
 DX2075  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DX2075  DYNAMIC HT  -         454.797 (meters)    1492.11  (feet)  COMP
 DX2075  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 DX2075
 DX2075  VERT ORDER  -  FIRST     CLASS II
 DX2075
 DX2075.The horizontal coordinates were scaled from a topographic map and have
 DX2075.an estimated accuracy of +/- 6 seconds.
 DX2075
 DX2075.The orthometric height was determined by differential leveling
 DX2075.and adjusted in January 1993.
 DX2075
 DX2075.The geoid height was determined by GEOID03.
 DX2075
 DX2075.The dynamic height is computed by dividing the NAVD 88
 DX2075.geopotential number by the normal gravity value computed on the
 DX2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2075.degrees latitude (g = 980.6199 gals.).
 DX2075
 DX2075.The modeled gravity was interpolated from observed gravity values.
 DX2075
 DX2075;                    North         East    Units  Estimated Accuracy
 DX2075;SPC CA 6     -   685,600.    1,924,410.      MT  (+/- 180 meters Scaled)
 DX2075
 DX2075                          SUPERSEDED SURVEY CONTROL
 DX2075
 DX2075  NGVD 29 (??/??/??)  454.516  (m)         1491.19   (f) ADJUSTED    1 2
 DX2075
 DX2075.Superseded values are not recommended for survey control.
 DX2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2075.See file dsdata.txt to determine how the superseded data were derived.
 DX2075
 DX2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT938441(NAD 83)
 DX2075_MARKER: DB = BENCH MARK DISK
 DX2075_SETTING: 80 = SET IN A BOULDER
 DX2075_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 DX2075_STAMPING: 40 R 1931
 DX2075_MARK LOGO: MWDSC 
 DX2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2075+STABILITY: SURFACE MOTION
 DX2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2075+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1992
 DX2075
 DX2075  HISTORY     - Date     Condition        Report By
 DX2075  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2075  HISTORY     - 1961     GOOD             NGS
 DX2075  HISTORY     - 1968     GOOD             MWDSC
 DX2075  HISTORY     - 19920611 GOOD             MWDSC
 DX2075
 DX2075                          STATION DESCRIPTION
 DX2075
 DX2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2075'3.3 MI E FROM LAKEVIEW.
 DX2075'3.1 MILES EAST ALONG THE LAKEVIEW-SAN JACINTO ROAD TO THE
 DX2075'JUNCTION OF BRIDGE STREET NORTH FROM THE POST OFFICE AT
 DX2075'LAKEVIEW, THENCE 0.2 MILE SOUTH-SOUTHWEST ACROSS A CULTIVATED
 DX2075'FIELD, AT THE NORTHWEST POINT OF A HIGH ROCKY HILL, IN THE TOP
 DX2075'OF A LARGE ROCK OUTCROP, 52 FEET SOUTH-SOUTHWEST OF AND ACROSS
 DX2075'A DIRT ROAD FROM A LARGE PROMINENT OUTCROP, 30 FEET SOUTHEAST
 DX2075'OF THE CENTER LINE OF A DIRT ROAD ALONG THE FOOT HILLS AND THE
 DX2075'EDGE OF THE FIELD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 DX2075
 DX2075                          STATION RECOVERY (1968)
 DX2075
 DX2075'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2075'RECOVERED IN GOOD CONDITION.
 DX2075
 DX2075                          STATION RECOVERY (1992)
 DX2075
 DX2075'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2075'3.1 MILES (5.0 KM) EAST OF LAKEVIEW, 1000 FEET (304.8 M) SOUTHEAST OF
 DX2075'THE INTERSECTION OF BRIDGE STREET AND RAMONA EXPRESSWAY, 30 FEET
 DX2075'(9.1 M) SOUTHEAST OF DIRT ROAD RUNNING ALONG BASE OF THE MOUNTAINS,
 DX2075'600 FEET (182.9 M) WEST OF BENCH MARK 6 PCL, FOUND 3 INCH STANDARD
 DX2075'BRASS DISK SET IN GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2073 ***********************************************************************
 DX2073  DESIGNATION -  40 S
 DX2073  PID         -  DX2073
 DX2073  STATE/COUNTY-  CA/RIVERSIDE
 DX2073  USGS QUAD   -  LAKEVIEW (1979)
 DX2073
 DX2073                         *CURRENT SURVEY CONTROL
 DX2073  ___________________________________________________________________
 DX2073* NAD 83(1986)-  33 50 02.     (N)    117 05 04.     (W)     SCALED    
 DX2073* NAVD 88     -       461.517  (meters)    1514.16   (feet)  ADJUSTED  
 DX2073  ___________________________________________________________________
 DX2073  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DX2073  DYNAMIC HT  -         460.988 (meters)    1512.42  (feet)  COMP
 DX2073  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 DX2073
 DX2073  VERT ORDER  -  FIRST     CLASS II
 DX2073
 DX2073.The horizontal coordinates were scaled from a topographic map and have
 DX2073.an estimated accuracy of +/- 6 seconds.
 DX2073
 DX2073.The orthometric height was determined by differential leveling
 DX2073.and adjusted in January 1993.
 DX2073
 DX2073.The geoid height was determined by GEOID03.
 DX2073
 DX2073.The dynamic height is computed by dividing the NAVD 88
 DX2073.geopotential number by the normal gravity value computed on the
 DX2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2073.degrees latitude (g = 980.6199 gals.).
 DX2073
 DX2073.The modeled gravity was interpolated from observed gravity values.
 DX2073
 DX2073;                    North         East    Units  Estimated Accuracy
 DX2073;SPC CA 6     -   685,210.    1,922,760.      MT  (+/- 180 meters Scaled)
 DX2073
 DX2073                          SUPERSEDED SURVEY CONTROL
 DX2073
 DX2073  NGVD 29 (??/??/??)  460.714  (m)         1511.53   (f) ADJUSTED    1 2
 DX2073
 DX2073.Superseded values are not recommended for survey control.
 DX2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2073.See file dsdata.txt to determine how the superseded data were derived.
 DX2073
 DX2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT921437(NAD 83)
 DX2073_MARKER: DB = BENCH MARK DISK
 DX2073_SETTING: 80 = SET IN A BOULDER
 DX2073_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 DX2073_STAMPING: 40 S 1931
 DX2073_MARK LOGO: MWDSC 
 DX2073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2073+STABILITY: SURFACE MOTION
 DX2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2073+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1992
 DX2073
 DX2073  HISTORY     - Date     Condition        Report By
 DX2073  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2073  HISTORY     - 1961     GOOD             NGS
 DX2073  HISTORY     - 1968     GOOD             MWDSC
 DX2073  HISTORY     - 19920612 GOOD             MWDSC
 DX2073
 DX2073                          STATION DESCRIPTION
 DX2073
 DX2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2073'2 MI SE FROM LAKEVIEW.
 DX2073'ABOUT 1.5 MILES EAST ALONG THE LAKEVIEW-SAN JACINTO ROAD FROM THE
 DX2073'POST OFFICE AT LAKEVIEW, THENCE ABOUT 0.5 MILE SOUTH ACROSS A
 DX2073'CULTIVATED FIELD, AT THE FOOT OF THE NORTHWEST SLOPE OF A HIGH
 DX2073'ROCKY HILL AND SOUTHEAST EDGE OF THE CULTIVATED FIELD, IN THE
 DX2073'TOP OF THE SOUTHEAST SIDE OF A 30-BY 16-FOOT BOULDER WHICH
 DX2073'PROJECTS ABOUT 5 FEET ABOVE THE GROUND, 30 FEET SOUTHEAST OF
 DX2073'THE CENTER LINE OF A FARM ROAD ALONG THE EDGE OF THE FIELD AND
 DX2073'FOOT OF THE HILLS, ABOUT 4 FEET ABOVE THE GROUND AND 14 FEET
 DX2073'HIGHER THAN THE ROAD.
 DX2073
 DX2073                          STATION RECOVERY (1968)
 DX2073
 DX2073'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2073'RECOVERED IN GOOD CONDITION.
 DX2073
 DX2073                          STATION RECOVERY (1992)
 DX2073
 DX2073'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2073'1.9 MILES (3.1 KM) EAST OF LAKEVIEW, 2.2 MILES (3.5 KM) EAST ON
 DX2073'LAKEVIEW AVE. FROM EUCALYPTUS AVE., 0.25 MILES (0.40 KM) EAST OF
 DX2073'MCANALLY EGG RANCH, 0.5 MILES (0.8 KM) SOUTHWEST OF BENCH MARK 5 OJA,
 DX2073'0.25 MILES (0.40 KM) EAST OF MCANALLY EGG RANCH, 20 FEET (6.1 M)
 DX2073'SOUTH OF LAKEVIEW AVE., FOUND 3 INCH STANDARD BRASS MWD DISK, SET IN
 DX2073'LARGE GRANITE BOULDER IN A BOULDER FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2116 ***********************************************************************
 DX2116  DESIGNATION -  40 U
 DX2116  PID         -  DX2116
 DX2116  STATE/COUNTY-  CA/RIVERSIDE
 DX2116  USGS QUAD   -  PERRIS (1993)
 DX2116
 DX2116                         *CURRENT SURVEY CONTROL
 DX2116  ___________________________________________________________________
 DX2116* NAD 83(1986)-  33 50 02.     (N)    117 07 56.     (W)     SCALED    
 DX2116* NAVD 88     -       437.69   (+/-2cm)    1436.0    (feet)  VERTCON   
 DX2116  ___________________________________________________________________
 DX2116  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DX2116  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2116
 DX2116.The horizontal coordinates were scaled from a topographic map and have
 DX2116.an estimated accuracy of +/- 6 seconds.
 DX2116
 DX2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2116.The vertical order pertains to the NGVD 29 superseded value.
 DX2116
 DX2116.The geoid height was determined by GEOID03.
 DX2116
 DX2116;                    North         East    Units  Estimated Accuracy
 DX2116;SPC CA 6     -   685,250.    1,918,340.      MT  (+/- 180 meters Scaled)
 DX2116
 DX2116                          SUPERSEDED SURVEY CONTROL
 DX2116
 DX2116  NGVD 29 (??/??/??)  436.906  (m)         1433.42   (f) ADJUSTED    1 2
 DX2116
 DX2116.Superseded values are not recommended for survey control.
 DX2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2116.See file dsdata.txt to determine how the superseded data were derived.
 DX2116
 DX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT877437(NAD 83)
 DX2116_MARKER: DD = SURVEY DISK
 DX2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2116_STAMPING: 40 U 1931
 DX2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2116+STABILITY: SURFACE MOTION
 DX2116
 DX2116  HISTORY     - Date     Condition        Report By
 DX2116  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2116  HISTORY     - 1967     MARK NOT FOUND   USGS
 DX2116
 DX2116                          STATION DESCRIPTION
 DX2116
 DX2116'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2116'1 MI WSW FROM LAKEVIEW.
 DX2116'ABOUT 1 MILE WEST-SOUTHWEST OF LAKEVIEW, RIVERSIDE COUNTY,
 DX2116'ABOUT 1/4 MILE WEST OF RESERVOIR AVENUE, ABOUT 1/4 MILE NORTH
 DX2116'OF A POWER LINE, 40 FEET NORTH OF NINTH STREET, AT THE CORNER
 DX2116'OF A WIRE FENCE NEAR A SMALL BARN AND GARAGE, AND SURROUNDED
 DX2116'BY A FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX2116'STANDARD DISK, STAMPED 40 U 1931 AND SET IN THE TOP OF A CONCRETE
 DX2116'POST.
 DX2116
 DX2116                          STATION RECOVERY (1967)
 DX2116
 DX2116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DX2116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1774 ***********************************************************************
 DY1774  DESIGNATION -  40 UOCO
 DY1774  PID         -  DY1774
 DY1774  STATE/COUNTY-  CA/LOS ANGELES
 DY1774  USGS QUAD   -  TORRANCE (1981)
 DY1774
 DY1774                         *CURRENT SURVEY CONTROL
 DY1774  ___________________________________________________________________
 DY1774* NAD 83(1986)-  33 46 44.     (N)    118 16 55.     (W)     SCALED    
 DY1774* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 DY1774  ___________________________________________________________________
 DY1774  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1774  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1774
 DY1774.The horizontal coordinates were scaled from a topographic map and have
 DY1774.an estimated accuracy of +/- 6 seconds.
 DY1774
 DY1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1774.The vertical order pertains to the NGVD 29 superseded value.
 DY1774
 DY1774.The geoid height was determined by GEOID03.
 DY1774
 DY1774;                    North         East    Units  Estimated Accuracy
 DY1774;SPC CA 5     -   530,970.    1,973,880.      MT  (+/- 180 meters Scaled)
 DY1774
 DY1774                          SUPERSEDED SURVEY CONTROL
 DY1774
 DY1774  NGVD 29 (??/??/92)    7.572  (m)           24.84   (f) ADJ UNCH    1 2
 DY1774
 DY1774.Superseded values are not recommended for survey control.
 DY1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1774.See file dsdata.txt to determine how the superseded data were derived.
 DY1774
 DY1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813383(NAD 83)
 DY1774_MARKER: DD = SURVEY DISK
 DY1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1774_STAMPING: MON 40 ELEV 27.85 LS 1968
 DY1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1774+STABILITY: SURFACE MOTION
 DY1774
 DY1774  HISTORY     - Date     Condition        Report By
 DY1774  HISTORY     - UNK      MONUMENTED       UOCO
 DY1774  HISTORY     - 1945     GOOD             NGS
 DY1774  HISTORY     - 1963     MARK NOT FOUND   UOCO
 DY1774
 DY1774                          STATION DESCRIPTION
 DY1774
 DY1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1774'1.2 MI W FROM WILMINGTON.
 DY1774'1.15 MILE WEST OF WILMINGTON ABOUT 0.15 MILE WEST OF THE
 DY1774'INTERSECTION OF FIGUEROA STREET AND ANAHEIM STREET, 48.0 FEET
 DY1774'SOUTH OF THE CENTERLINE OF ANAHEIM, 23.0 FEET EAST OF THE
 DY1774'CENTERLINE OF THE EAST DRIVEWAY TO A UNION OIL GARAGE AT
 DY1774'1470 ANAHEIM STREET, 16.1 FEET SOUTH SOUTHWEST OF MARK 39 UOC
 DY1774'AND 1.2 FEET NORTHEAST OF A 2 INCH IRON PIPE WHICH PROJECTS 2
 DY1774'FEET ABOVE GROUND LEVEL.  ON LINE WITH THE NORTHERLY EAST-WEST
 DY1774'STEEL FENCE AROUND THE UNION OIL GARAGE, 8.2 FEET EAST OF THE
 DY1774'NORTHEAST FENCE CORNER POST.  A UNION OIL CO. STANDARD DISK,
 DY1774'STAMPED MON 40 ELEV 27.85 LS 1968 AND SET IN THE TOP OF A
 DY1774'CONCRETE POST.
 DY1774
 DY1774                          STATION RECOVERY (1963)
 DY1774
 DY1774'RECOVERY NOTE BY UNION OIL COMPANY 1963
 DY1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2138 ***********************************************************************
 GU2138  DESIGNATION -  40 USGS
 GU2138  PID         -  GU2138
 GU2138  STATE/COUNTY-  CA/MONTEREY
 GU2138  USGS QUAD   -  PRUNEDALE (1993)
 GU2138
 GU2138                         *CURRENT SURVEY CONTROL
 GU2138  ___________________________________________________________________
 GU2138* NAD 83(1986)-  36 45 10.     (N)    121 44 32.     (W)     SCALED    
 GU2138* NAVD 88     -         6.67   (+/-2cm)      21.9    (feet)  VERTCON   
 GU2138  ___________________________________________________________________
 GU2138  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 GU2138  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2138
 GU2138.The horizontal coordinates were scaled from a topographic map and have
 GU2138.an estimated accuracy of +/- 6 seconds.
 GU2138
 GU2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2138.The vertical order pertains to the NGVD 29 superseded value.
 GU2138
 GU2138.The geoid height was determined by GEOID03.
 GU2138
 GU2138;                    North         East    Units  Estimated Accuracy
 GU2138;SPC CA 4     -   661,000.    1,755,170.      MT  (+/- 180 meters Scaled)
 GU2138
 GU2138                          SUPERSEDED SURVEY CONTROL
 GU2138
 GU2138  NGVD 29 (??/??/92)    5.851  (m)           19.20   (f) ADJ UNCH    1 2
 GU2138
 GU2138.Superseded values are not recommended for survey control.
 GU2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2138.See file dsdata.txt to determine how the superseded data were derived.
 GU2138
 GU2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF122681(NAD 83)
 GU2138_MARKER: P = PIPE CAP
 GU2138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2138_STAMPING: SF 20 1908 40
 GU2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2138
 GU2138  HISTORY     - Date     Condition        Report By
 GU2138  HISTORY     - 1908     MONUMENTED       USGS
 GU2138  HISTORY     - 1948     POOR             NGS
 GU2138  HISTORY     - 1967     MARK NOT FOUND   NGS
 GU2138  HISTORY     - 1977     MARK NOT FOUND   NGS
 GU2138
 GU2138                          STATION DESCRIPTION
 GU2138
 GU2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GU2138'0.8 MI SE FROM DEL MONTE JUNCTION.
 GU2138'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 GU2138'THE STATION AT CASTROVILLE, CA-053     UNTY, ABOUT 400 FEET
 GU2138'SOUTH OF MILEPOST 111, 75 FEET NORTH OF THE SOUTH END OF A WYE,
 GU2138'AND AT THE EAST EDGE OF THE RIGHT-OF-WAY.  A UNITED STATES
 GU2138'GEOLOGICAL SURVEY STANDARD CAP, STAMPED SF 20 1908 40 AND
 GU2138'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THIS
 GU2138'MARK WAS HIT BY HEAVY EQUIPMENT AND IS UNSUITABLE TO BE IN
 GU2138'FIRST-ORDER LEVEL LINE, IT WAS USED AS EXTRA FORESIGHT.
 GU2138
 GU2138                          STATION RECOVERY (1967)
 GU2138
 GU2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GU2138'MARK NOT FOUND.
 GU2138
 GU2138                          STATION RECOVERY (1977)
 GU2138
 GU2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2138'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2110 ***********************************************************************
 DX2110  DESIGNATION -  40 V
 DX2110  PID         -  DX2110
 DX2110  STATE/COUNTY-  CA/RIVERSIDE
 DX2110  USGS QUAD   -  PERRIS (1993)
 DX2110
 DX2110                         *CURRENT SURVEY CONTROL
 DX2110  ___________________________________________________________________
 DX2110* NAD 83(1986)-  33 49 57.     (N)    117 09 44.     (W)     SCALED    
 DX2110* NAVD 88     -       468.233  (meters)    1536.19   (feet)  ADJUSTED  
 DX2110  ___________________________________________________________________
 DX2110  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DX2110  DYNAMIC HT  -         467.699 (meters)    1534.44  (feet)  COMP
 DX2110  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 DX2110
 DX2110  VERT ORDER  -  FIRST     CLASS II
 DX2110
 DX2110.The horizontal coordinates were scaled from a topographic map and have
 DX2110.an estimated accuracy of +/- 6 seconds.
 DX2110
 DX2110.The orthometric height was determined by differential leveling
 DX2110.and adjusted in January 1993.
 DX2110
 DX2110.The geoid height was determined by GEOID03.
 DX2110
 DX2110.The dynamic height is computed by dividing the NAVD 88
 DX2110.geopotential number by the normal gravity value computed on the
 DX2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2110.degrees latitude (g = 980.6199 gals.).
 DX2110
 DX2110.The modeled gravity was interpolated from observed gravity values.
 DX2110
 DX2110;                    North         East    Units  Estimated Accuracy
 DX2110;SPC CA 6     -   685,120.    1,915,560.      MT  (+/- 180 meters Scaled)
 DX2110
 DX2110                          SUPERSEDED SURVEY CONTROL
 DX2110
 DX2110  NGVD 29 (??/??/??)  467.438  (m)         1533.59   (f) ADJUSTED    1 2
 DX2110
 DX2110.Superseded values are not recommended for survey control.
 DX2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2110.See file dsdata.txt to determine how the superseded data were derived.
 DX2110
 DX2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT849435(NAD 83)
 DX2110_MARKER: DB = BENCH MARK DISK
 DX2110_SETTING: 66 = SET IN ROCK OUTCROP
 DX2110_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DX2110_STAMPING: 40 V 1931
 DX2110_MARK LOGO: MWDSC 
 DX2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX2110+STABILITY: POSITION/ELEVATION WELL
 DX2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2110+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 DX2110
 DX2110  HISTORY     - Date     Condition        Report By
 DX2110  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2110  HISTORY     - 1961     GOOD             NGS
 DX2110  HISTORY     - 1968     GOOD             MWDSC
 DX2110  HISTORY     - 19920617 GOOD             MWDSC
 DX2110
 DX2110                          STATION DESCRIPTION
 DX2110
 DX2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2110'2.8 MI W FROM LAKEVIEW.
 DX2110'1.45 MILES WEST ALONG MARTIN STREET FROM THE POST OFFICE AT
 DX2110'LAKEVIEW, THENCE 0.9 MILE SOUTHWEST ALONG AN ASPHALT ROAD
 DX2110'(FORMERLY MARTIN ROAD), THENCE 0.5 MILE SOUTHWEST ALONG THE FOOT
 DX2110'OF BERNASCONI HILLS, IN THE TOP OF A SMALL ROCK OUTCROP AT THE
 DX2110'FOOT OF THE HILL, ABOUT 0.1 MILE NORTH OF THE COLORADO RIVER
 DX2110'AQUEDUCT, AT THE NORTHWEST EDGE OF A CULTIVATED FIELD, 3 FEET
 DX2110'SOUTHWEST OF A WITNESS POST, THE BENCH MARK IS CIRCLED WITH
 DX2110'WHITE PAINT.
 DX2110
 DX2110                          STATION RECOVERY (1968)
 DX2110
 DX2110'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2110'RECOVERED IN GOOD CONDITION.
 DX2110
 DX2110                          STATION RECOVERY (1992)
 DX2110
 DX2110'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2110'AT LAKE PERRIS, 0.6 MILES (1.0 KM) SOUTHWEST ALONG RAMONA EXPRESSWAY
 DX2110'FROM THE INTERSECTION OF BERNASCONI ROAD AND RAMONA EXPRESSWAY,
 DX2110'APPROXIMATELY 350 FEET (106.7 M) NORTHWEST OF THE CENTERLINE OF
 DX2110'RAMONA EXPRESSWAY, APPROXIMATELY 0.1 MILES (0.2 KM) NORTH OF THE
 DX2110'COLORADO RIVER AQUEDUCT, FOUND 3 INCH STANDARD BRASS MWD DISK IN TOP
 DX2110'OF A SMALL ROCK OUTCROP AT THE FOOT OF BERNASCONI HILL. 40V IS
 DX2110'PAINTED IN 1 FOOT (0.3 M) LETTERS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2108 ***********************************************************************
 DX2108  DESIGNATION -  40 W
 DX2108  PID         -  DX2108
 DX2108  STATE/COUNTY-  CA/RIVERSIDE
 DX2108  USGS QUAD   -  PERRIS (1993)
 DX2108
 DX2108                         *CURRENT SURVEY CONTROL
 DX2108  ___________________________________________________________________
 DX2108* NAD 83(1986)-  33 49 37.     (N)    117 10 07.     (W)     SCALED    
 DX2108* NAVD 88     -       473.529  (meters)    1553.57   (feet)  ADJUSTED  
 DX2108  ___________________________________________________________________
 DX2108  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DX2108  DYNAMIC HT  -         472.990 (meters)    1551.80  (feet)  COMP
 DX2108  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 DX2108
 DX2108  VERT ORDER  -  FIRST     CLASS II
 DX2108
 DX2108.The horizontal coordinates were scaled from a topographic map and have
 DX2108.an estimated accuracy of +/- 6 seconds.
 DX2108
 DX2108.The orthometric height was determined by differential leveling
 DX2108.and adjusted in January 1993.
 DX2108
 DX2108.The geoid height was determined by GEOID03.
 DX2108
 DX2108.The dynamic height is computed by dividing the NAVD 88
 DX2108.geopotential number by the normal gravity value computed on the
 DX2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2108.degrees latitude (g = 980.6199 gals.).
 DX2108
 DX2108.The modeled gravity was interpolated from observed gravity values.
 DX2108
 DX2108;                    North         East    Units  Estimated Accuracy
 DX2108;SPC CA 6     -   684,510.    1,914,960.      MT  (+/- 180 meters Scaled)
 DX2108
 DX2108                          SUPERSEDED SURVEY CONTROL
 DX2108
 DX2108  NGVD 29 (??/??/??)  472.738  (m)         1550.97   (f) ADJUSTED    1 2
 DX2108
 DX2108.Superseded values are not recommended for survey control.
 DX2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2108.See file dsdata.txt to determine how the superseded data were derived.
 DX2108
 DX2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT843429(NAD 83)
 DX2108_MARKER: DB = BENCH MARK DISK
 DX2108_SETTING: 66 = SET IN ROCK OUTCROP
 DX2108_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DX2108_STAMPING: 40 W 1931
 DX2108_MARK LOGO: MWDSC 
 DX2108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX2108+STABILITY: POSITION/ELEVATION WELL
 DX2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2108+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 DX2108
 DX2108  HISTORY     - Date     Condition        Report By
 DX2108  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2108  HISTORY     - 1961     GOOD             NGS
 DX2108  HISTORY     - 19920617 GOOD             MWDSC
 DX2108
 DX2108                          STATION DESCRIPTION
 DX2108
 DX2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2108'4 MI SW FROM LAKEVIEW.
 DX2108'1.45 MILES WEST ALONG MARTIN STREET FROM THE POST OFFICE AT
 DX2108'LAKEVIEW, THENCE 0.9 MILE SOUTHWEST ALONG AN ASPHALT ROAD,
 DX2108'(FORMERLY MARTIN ROAD), THENCE 0.85 MILE SOUTH ALONG POZOS
 DX2108'AVENUE, THENCE 0.75 MILE WEST ALONG WALNUT AVENUE, THENCE ABOUT
 DX2108'0.1 MILE NORTH ACROSS A CULTIVATED FIELD, IN THE TOP OF THE
 DX2108'NORTHEAST SIDE OF A LARGE LONE ROCK OUTCROP IN ABOUT THE CENTER
 DX2108'OF THE FIELD, 4 1/2 POLES WEST OF B.M. R 107 (DWR), 455 FEET
 DX2108'NORTH OF THE CENTER LINE OF THE AVENUE, 250 FEET SOUTHEAST OF
 DX2108'THE NORTHWEST EDGE OF THE FIELD AND THE BASE OF A HIGH ROCKY
 DX2108'HILL, ABOUT 5 FEET ABOVE THE GROUND AND ABOUT 15 FEET HIGHER
 DX2108'THAN THE AVENUE.
 DX2108
 DX2108                          STATION RECOVERY (1992)
 DX2108
 DX2108'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2108'AT LAKE PERRIS, 1.1 MILES (1.8 KM) SOUTHWEST ALONG THE RAMONA
 DX2108'EXPRESSWAY FROM THE INTERSECTION OF BERNASCONI ROAD AND THE RAMONA
 DX2108'EXPRESSWAY, 2500 FEET (762.0 M) SOUTHWEST OF BENCH MARK 40 V, 1150
 DX2108'FEET (350.5 M) NORTHEAST OF BENCH MARK R 106 (DWR), APPROXIMATELY 200
 DX2108'FEET (61.0 M) NORTHWEST OF THE CENTERLINE OF RAMONA EXPRESSWAY, FOUND
 DX2108'3 INCH STANDARD BRASS MWD DISK IN TOP OF THE NORTHEAST SIDE OF A
 DX2108'LARGE LONE ROCK OUTCROP, 5 FEET (1.5 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3636 ***********************************************************************
 HT3636  DESIGNATION -  40 WLS
 HT3636  PID         -  HT3636
 HT3636  STATE/COUNTY-  CA/SANTA CRUZ
 HT3636  USGS QUAD   -  DAVENPORT (1997)
 HT3636
 HT3636                         *CURRENT SURVEY CONTROL
 HT3636  ___________________________________________________________________
 HT3636* NAD 83(1986)-  37 02 40.     (N)    122 09 00.     (W)     SCALED    
 HT3636* NAVD 88     -       405.556  (meters)    1330.56   (feet)  ADJUSTED  
 HT3636  ___________________________________________________________________
 HT3636  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HT3636  DYNAMIC HT  -         405.248 (meters)    1329.55  (feet)  COMP
 HT3636  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 HT3636
 HT3636  VERT ORDER  -  FIRST     CLASS II
 HT3636
 HT3636.The horizontal coordinates were scaled from a topographic map and have
 HT3636.an estimated accuracy of +/- 6 seconds.
 HT3636
 HT3636.The orthometric height was determined by differential leveling
 HT3636.and adjusted in February 1993.
 HT3636
 HT3636.The geoid height was determined by GEOID03.
 HT3636
 HT3636.The dynamic height is computed by dividing the NAVD 88
 HT3636.geopotential number by the normal gravity value computed on the
 HT3636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3636.degrees latitude (g = 980.6199 gals.).
 HT3636
 HT3636.The modeled gravity was interpolated from observed gravity values.
 HT3636
 HT3636;                    North         East    Units  Estimated Accuracy
 HT3636;SPC CA 3     -   561,720.    1,853,220.      MT  (+/- 180 meters Scaled)
 HT3636
 HT3636                          SUPERSEDED SURVEY CONTROL
 HT3636
 HT3636  NGVD 29 (10/21/93)  404.721  (m)         1327.82   (f) ADJUSTED    1 2
 HT3636
 HT3636.Superseded values are not recommended for survey control.
 HT3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3636.See file dsdata.txt to determine how the superseded data were derived.
 HT3636
 HT3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG755001(NAD 83)
 HT3636_MARKER: DB = BENCH MARK DISK
 HT3636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT3636_SP_SET: HEADWALL
 HT3636_STAMPING: 40 WLS 1953 1328
 HT3636_MARK LOGO: USGS  
 HT3636_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3636+STABILITY: SURFACE MOTION
 HT3636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3636+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 HT3636
 HT3636  HISTORY     - Date     Condition        Report By
 HT3636  HISTORY     - 1953     MONUMENTED       USGS
 HT3636  HISTORY     - 19900504 GOOD             NGS
 HT3636
 HT3636                          STATION DESCRIPTION
 HT3636
 HT3636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3636'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3636'OFFICE IN DAVENPORT, THENCE 6.0 KM (3.7 MI) NORTHEASTERLY ALONG
 HT3636'BONNIE DOON ROAD, THENCE 0.2 KM (0.1 MI) NORTHERLY ALONG PINE FLAT
 HT3636'ROAD, SET IN TOP OF AND NEAR THE SOUTHEAST END OF THE NORTHEAST
 HT3636'HEADWALL OF A BRIDGE, 11.3 M (37.1 FT) NORTHWEST OF THE CENTERLINE OF
 HT3636'MARTIN ROAD, 7.1 M (23.3 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2104 ***********************************************************************
 DX2104  DESIGNATION -  40 X
 DX2104  PID         -  DX2104
 DX2104  STATE/COUNTY-  CA/RIVERSIDE
 DX2104  USGS QUAD   -  PERRIS (1993)
 DX2104
 DX2104                         *CURRENT SURVEY CONTROL
 DX2104  ___________________________________________________________________
 DX2104* NAD 83(1986)-  33 50 04.     (N)    117 10 55.     (W)     SCALED    
 DX2104* NAVD 88     -       460.62   (+/-2cm)    1511.2    (feet)  VERTCON   
 DX2104  ___________________________________________________________________
 DX2104  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DX2104  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2104
 DX2104.The horizontal coordinates were scaled from a topographic map and have
 DX2104.an estimated accuracy of +/- 6 seconds.
 DX2104
 DX2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2104.The vertical order pertains to the NGVD 29 superseded value.
 DX2104
 DX2104.The geoid height was determined by GEOID03.
 DX2104
 DX2104;                    North         East    Units  Estimated Accuracy
 DX2104;SPC CA 6     -   685,350.    1,913,740.      MT  (+/- 180 meters Scaled)
 DX2104
 DX2104                          SUPERSEDED SURVEY CONTROL
 DX2104
 DX2104  NGVD 29 (??/??/??)  459.839  (m)         1508.66   (f) ADJUSTED    1 2
 DX2104
 DX2104.Superseded values are not recommended for survey control.
 DX2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2104.See file dsdata.txt to determine how the superseded data were derived.
 DX2104
 DX2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT831438(NAD 83)
 DX2104_MARKER: DD = SURVEY DISK
 DX2104_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX2104_SP_SET: UNSPECIFIED ROCK
 DX2104_STAMPING: 40 X 1931
 DX2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2104
 DX2104  HISTORY     - Date     Condition        Report By
 DX2104  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2104  HISTORY     - 1968     GOOD             MWDSC
 DX2104
 DX2104                          STATION DESCRIPTION
 DX2104
 DX2104'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2104'4 MI W FROM LAKEVIEW.
 DX2104'ABOUT 4 MILS WEST OF LAKEVIEW, RIVERSIDE COUNTY, ABOUT 1500 FEET
 DX2104'NORTH OF RIDER AVENUE, ABOUT 500 FEET SOUTH OF SOME OLD SHACKS,
 DX2104'ABOUT 300 FEET NORTH OF THE END OF SINCLAIR STREET, AT A LONG
 DX2104'POINT OF ROCKS EXTENDING INTO A FIELD FROM THE WEST SIDE OF THE
 DX2104'BERNASCONI MOUNTAINS, IN ROCK, AND MARKED WITH A TEE.  A
 DX2104'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK,
 DX2104'STAMPED 40 X 1931.
 DX2104
 DX2104                          STATION RECOVERY (1968)
 DX2104
 DX2104'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5435 ***********************************************************************
 DX5435  DESIGNATION -  40 X RESET
 DX5435  PID         -  DX5435
 DX5435  STATE/COUNTY-  CA/RIVERSIDE
 DX5435  USGS QUAD   -  PERRIS (1993)
 DX5435
 DX5435                         *CURRENT SURVEY CONTROL
 DX5435  ___________________________________________________________________
 DX5435* NAD 83(1986)-  33 50 06.     (N)    117 11 01.     (W)     SCALED    
 DX5435* NAVD 88     -       454.703  (meters)    1491.80   (feet)  ADJUSTED  
 DX5435  ___________________________________________________________________
 DX5435  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DX5435  DYNAMIC HT  -         454.186 (meters)    1490.11  (feet)  COMP
 DX5435  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 DX5435
 DX5435  VERT ORDER  -  FIRST     CLASS II
 DX5435
 DX5435.The horizontal coordinates were scaled from a topographic map and have
 DX5435.an estimated accuracy of +/- 6 seconds.
 DX5435
 DX5435.The orthometric height was determined by differential leveling
 DX5435.and adjusted in January 1993.
 DX5435
 DX5435.The geoid height was determined by GEOID03.
 DX5435
 DX5435.The dynamic height is computed by dividing the NAVD 88
 DX5435.geopotential number by the normal gravity value computed on the
 DX5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5435.degrees latitude (g = 980.6199 gals.).
 DX5435
 DX5435.The modeled gravity was interpolated from observed gravity values.
 DX5435
 DX5435;                    North         East    Units  Estimated Accuracy
 DX5435;SPC CA 6     -   685,410.    1,913,580.      MT  (+/- 180 meters Scaled)
 DX5435
 DX5435                          SUPERSEDED SURVEY CONTROL
 DX5435
 DX5435.No superseded survey control is available for this station.
 DX5435
 DX5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT830438(NAD 83)
 DX5435_MARKER: DB = BENCH MARK DISK
 DX5435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5435_SP_SET: HEADWALL
 DX5435_STAMPING: 40 X R/S
 DX5435_MARK LOGO: CADWR 
 DX5435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5435+STABILITY: SURFACE MOTION
 DX5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5435+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2004
 DX5435
 DX5435  HISTORY     - Date     Condition        Report By
 DX5435  HISTORY     - 1983     MONUMENTED       CADWR
 DX5435  HISTORY     - 19920617 GOOD             MWDSC
 DX5435  HISTORY     - 20040110 GOOD             MWDSC
 DX5435
 DX5435                          STATION DESCRIPTION
 DX5435
 DX5435'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5435'AT LAKE PERRIS RESERVOIR, AT ENTRANCE GATE TO MWDSC PERRIS PUMPBACK
 DX5435'PLANT, ON EASTERLY SIDE OF RAMONA EXPRESSWAY, FOUND 2 1/4 INCH BRASS
 DX5435'DISK SET FLUSH, IN TOP OF SOUTHERLY HEADWALL OF CONCRETE DRAIN.
 DX5435
 DX5435                          STATION RECOVERY (2004)
 DX5435
 DX5435'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 2004 (RG)
 DX5435'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2103 ***********************************************************************
 DX2103  DESIGNATION -  40 Y
 DX2103  PID         -  DX2103
 DX2103  STATE/COUNTY-  CA/RIVERSIDE
 DX2103  USGS QUAD   -  PERRIS (1993)
 DX2103
 DX2103                         *CURRENT SURVEY CONTROL
 DX2103  ___________________________________________________________________
 DX2103* NAD 83(1992)-  33 49 35.26101(N)    117 11 30.51880(W)     ADJUSTED  
 DX2103* NAVD 88     -       456.089  (meters)    1496.35   (feet)  ADJUSTED  
 DX2103  ___________________________________________________________________
 DX2103  EPOCH DATE  -        1991.35
 DX2103  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DX2103  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DX2103  DYNAMIC HT  -         455.573 (meters)    1494.66  (feet)  COMP
 DX2103  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 DX2103
 DX2103  HORZ ORDER  -  SECOND
 DX2103  VERT ORDER  -  FIRST     CLASS II
 DX2103
 DX2103.The horizontal coordinates were established by classical geodetic methods
 DX2103.and adjusted by the National Geodetic Survey in June 1996.
 DX2103.The horizontal coordinates are valid at the epoch date displayed above.
 DX2103.The epoch date for horizontal control is a decimal equivalence
 DX2103.of Year/Month/Day.
 DX2103
 DX2103.The orthometric height was determined by differential leveling
 DX2103.and adjusted in January 1993.
 DX2103
 DX2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX2103
 DX2103.The geoid height was determined by GEOID03.
 DX2103
 DX2103.The dynamic height is computed by dividing the NAVD 88
 DX2103.geopotential number by the normal gravity value computed on the
 DX2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2103.degrees latitude (g = 980.6199 gals.).
 DX2103
 DX2103.The modeled gravity was interpolated from observed gravity values.
 DX2103
 DX2103;                    North         East     Units Scale Factor Converg.
 DX2103;SPC CA 6     -   684,473.455 1,912,816.447   MT  0.99999099   -0 31 03.1
 DX2103;SPC CA 6     - 2,245,643.33  6,275,631.96   sFT  0.99999099   -0 31 03.1
 DX2103;UTM  11      - 3,742,931.171   482,250.738   MT  0.99960388   -0 06 24.4
 DX2103
 DX2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX2103!SPC CA 6     -   0.99993352  x   0.99999099  =   0.99992451
 DX2103!UTM  11      -   0.99993352  x   0.99960388  =   0.99953743
 DX2103
 DX2103                          SUPERSEDED SURVEY CONTROL
 DX2103
 DX2103  NAD 83(1986)-  33 49 35.25900(N)    117 11 30.51959(W) AD(1984.00) 2
 DX2103  NAD 27      -  33 49 35.18900(N)    117 11 27.38230(W) AD(       ) 2
 DX2103  NGVD 29 (??/??/??)  455.301  (m)         1493.77   (f) ADJUSTED    1 2
 DX2103
 DX2103.Superseded values are not recommended for survey control.
 DX2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2103.See file dsdata.txt to determine how the superseded data were derived.
 DX2103
 DX2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT8225142931(NAD 83)
 DX2103_MARKER: DB = BENCH MARK DISK
 DX2103_SETTING: 80 = SET IN A BOULDER
 DX2103_SP_SET: BOULDER
 DX2103_STAMPING: 40 Y 1931
 DX2103_MARK LOGO: MWDSC 
 DX2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2103+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 DX2103
 DX2103  HISTORY     - Date     Condition        Report By
 DX2103  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2103  HISTORY     - 1961     GOOD             NGS
 DX2103  HISTORY     - 1964     SEE DESCRIPTION  CADWR
 DX2103  HISTORY     - 1968     GOOD             MWDSC
 DX2103  HISTORY     - 19920616 GOOD             MWDSC
 DX2103  HISTORY     - 19940101 GOOD             DMA
 DX2103  HISTORY     - 20040101 GOOD             DMA
 DX2103
 DX2103                          STATION DESCRIPTION
 DX2103
 DX2103'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2103'STATION IS ABOUT 4-1/2 MILES W OF LAKEVIEW, ABOUT ONE MILE W
 DX2103'OF THE PASS THROUGH THE BERNASCONI MOUNTAINS, ABOUT 200 FEET
 DX2103'SW OF THE INTERSECTION OF BRADLEY ROAD AND WALNUT AVENUE,
 DX2103'70 FEET S OF THE CENTER LINE OF WALNUT AVENUE, IN A LARGE
 DX2103'BOULDER, AND MARKED WITH A TEE.  MARK IS A METROPOLITAN WATER
 DX2103'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK STAMPED 40 Y 1931.
 DX2103
 DX2103                          STATION RECOVERY (1961)
 DX2103
 DX2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DX2103'5.3 MI SW FROM LAKEVIEW.
 DX2103'1.45 MILES WEST ALONG MARTIN STREET FROM THE POST OFFICE AT
 DX2103'LAKEVIEW, THENCE 0.9 MILE SOUTHWEST ALONG AN ASPHALT ROAD
 DX2103'(FORMERLY MARTIN ROAD), THENCE 0.85 MILE SOUTH ALONG POZOS AVENUE,
 DX2103'THENCE 2.1 MILES WEST ALONG WALNUT AVENUE, 5.5 MILES NORTHEAST OF
 DX2103'PERRIS, 0.25 MILE EAST OF THE JUNCTION OF EL NIDO AVENUE, IN THE
 DX2103'TOP OF A ROCK OUTCROP IN A CULTIVATED FIELD, 55 FEET SOUTH OF THE
 DX2103'CENTER LINE OF THE AVENUE, 178 FEET WEST-SOUTHWEST OF A FENCE
 DX2103'CORNER, 35 FEET SOUTH OF A FENCE, ABOUT 3 FEET ABOVE THE GROUND
 DX2103'AND 8 FEET HIGHER THAN THE AVENUE.
 DX2103
 DX2103                          STATION RECOVERY (1964)
 DX2103
 DX2103'RECOVERY NOTE BY CA DEPT OF WATER RES 1964 (JWB)
 DX2103'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DX2103
 DX2103                          STATION RECOVERY (1968)
 DX2103
 DX2103'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2103'RECOVERED IN GOOD CONDITION.
 DX2103
 DX2103                          STATION RECOVERY (1992)
 DX2103
 DX2103'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2103'SOUTHWEST OF LAKE PERRIS RESERVOIR, NEAR THE INTERSECTION OF BRADLEY
 DX2103'RD PRODUCED AND WALNUT AVE (DIRT RD), 180 FEET (54.9 M) WEST OF
 DX2103'BRADLEY PRODUCED ALONG WALNUT AVE, AND 55 FEET (16.8 M) SOUTH OF THE
 DX2103'CENTER OF WALNUT AVE, IN THE TOP OF A ROCK OUTCROP SOUTH OF ROAD,
 DX2103'ABOUT 3 FEET (0.9 M) ABOVE THE GROUND AND 8 FEET (2.4 M) HIGHER THAN
 DX2103'THE ROAD. A STANDARD MWDSC BRASS DISK SET IN BOULDER.
 DX2103
 DX2103                          STATION RECOVERY (1994)
 DX2103
 DX2103'RECOVERY NOTE BY DEFENSE MAP AGENCY 1994 (BT)
 DX2103'BENCH MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  SOME SCRATCHES
 DX2103'TO THE DISK FROM FARM EQUIPMENT.  STATION ON PRIVATE PROPERTY, CONTACT
 DX2103'OWNER AT HOUSE BETWEEN EL NIDO AVE AND THE STATION.
 DX2103
 DX2103                          STATION RECOVERY (2004)
 DX2103
 DX2103'RECOVERY NOTE BY DEFENSE MAP AGENCY 2004 (RG)
 DX2103'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0992 ***********************************************************************
 HT0992  DESIGNATION -  40.38 USGS
 HT0992  PID         -  HT0992
 HT0992  STATE/COUNTY-  CA/ALAMEDA
 HT0992  USGS QUAD   -  OAKLAND WEST (1993)
 HT0992
 HT0992                         *CURRENT SURVEY CONTROL
 HT0992  ___________________________________________________________________
 HT0992* NAD 83(1986)-  37 50 19.     (N)    122 16 56.     (W)     SCALED    
 HT0992* NAVD 88     -        13.14   (+/-2cm)      43.1    (feet)  VERTCON   
 HT0992  ___________________________________________________________________
 HT0992  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HT0992  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0992
 HT0992.The horizontal coordinates were scaled from a topographic map and have
 HT0992.an estimated accuracy of +/- 6 seconds.
 HT0992
 HT0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0992.The vertical order pertains to the NGVD 29 superseded value.
 HT0992
 HT0992.The geoid height was determined by GEOID03.
 HT0992
 HT0992;                    North         East    Units  Estimated Accuracy
 HT0992;SPC CA 3     -   650,050.    1,843,140.      MT  (+/- 180 meters Scaled)
 HT0992
 HT0992                          SUPERSEDED SURVEY CONTROL
 HT0992
 HT0992  NGVD 29 (??/??/92)   12.311  (m)           40.39   (f) ADJ UNCH    1 1
 HT0992
 HT0992.Superseded values are not recommended for survey control.
 HT0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0992.See file dsdata.txt to determine how the superseded data were derived.
 HT0992
 HT0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG631881(NAD 83)
 HT0992_MARKER: Z = SEE DESCRIPTION
 HT0992_SETTING: 0 = UNSPECIFIED SETTING
 HT0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0992
 HT0992  HISTORY     - Date     Condition        Report By
 HT0992  HISTORY     - UNK      MONUMENTED       USGS
 HT0992  HISTORY     - 1956     GOOD             NGS
 HT0992  HISTORY     - 1969     GOOD             NGS
 HT0992  HISTORY     - 1989     GOOD             USPSQD
 HT0992
 HT0992                          STATION DESCRIPTION
 HT0992
 HT0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0992'AT OAKLAND.
 HT0992'AT THE NORTH END OF OAKLAND, ALAMEDA COUNTY, ON THE EAST SIDE OF
 HT0992'SAN PABLO AVENUE, BETWEEN AILEEN AND FIFTY-SIXTH STREETS, AND 24
 HT0992'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE GOLDEN GATE BRANCH
 HT0992'OF THE OAKLAND FREE LIBRARY.  THE TOP OF THE MONUMENTAL BELL.
 HT0992
 HT0992                          STATION RECOVERY (1969)
 HT0992
 HT0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0992'RECOVERED IN GOOD CONDITION.
 HT0992
 HT0992                          STATION RECOVERY (1989)
 HT0992
 HT0992'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRB)
 HT0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0417 ***********************************************************************
 DB0417  DESIGNATION -  40.913
 DB0417  PID         -  DB0417
 DB0417  STATE/COUNTY-  CA/IMPERIAL
 DB0417  USGS QUAD   -  BONDS CORNER (1976)
 DB0417
 DB0417                         *CURRENT SURVEY CONTROL
 DB0417  ___________________________________________________________________
 DB0417* NAD 83(1992)-  32 41 39.55062(N)    115 17 23.18254(W)     ADJUSTED  
 DB0417* NAVD 88     -        13.266  (meters)      43.52   (feet)  ADJUSTED  
 DB0417  ___________________________________________________________________
 DB0417  EPOCH DATE  -        1991.35
 DB0417  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DB0417  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DB0417  DYNAMIC HT  -          13.251 (meters)      43.47  (feet)  COMP
 DB0417  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 DB0417
 DB0417  HORZ ORDER  -  SECOND
 DB0417  VERT ORDER  -  SECOND    CLASS I
 DB0417
 DB0417.The horizontal coordinates were established by classical geodetic methods
 DB0417.and adjusted by the National Geodetic Survey in June 1996.
 DB0417.The horizontal coordinates are valid at the epoch date displayed above.
 DB0417.The epoch date for horizontal control is a decimal equivalence
 DB0417.of Year/Month/Day.
 DB0417
 DB0417.The orthometric height was determined by differential leveling
 DB0417.and adjusted in March 1994.
 DB0417
 DB0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0417
 DB0417.The geoid height was determined by GEOID03.
 DB0417
 DB0417.The dynamic height is computed by dividing the NAVD 88
 DB0417.geopotential number by the normal gravity value computed on the
 DB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0417.degrees latitude (g = 980.6199 gals.).
 DB0417
 DB0417.The modeled gravity was interpolated from observed gravity values.
 DB0417
 DB0417;                    North         East     Units Scale Factor Converg.
 DB0417;SPC CA 6     -   558,933.112 2,090,044.635   MT  1.00001601   +0 31 39.6
 DB0417;SPC CA 6     - 1,833,766.38  6,857,088.11   sFT  1.00001601   +0 31 39.6
 DB0417;UTM  11      - 3,618,692.694   660,320.914   MT  0.99991694   +0 55 26.4
 DB0417
 DB0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0417!SPC CA 6     -   1.00000336  x   1.00001601  =   1.00001937
 DB0417!UTM  11      -   1.00000336  x   0.99991694  =   0.99992030
 DB0417
 DB0417                          SUPERSEDED SURVEY CONTROL
 DB0417
 DB0417  NAD 83(1992)-  32 41 39.55119(N)    115 17 23.18287(W) AD(1984.00) 2
 DB0417  NAD 83(1986)-  32 41 39.55819(N)    115 17 23.19047(W) AD(1984.00) 2
 DB0417  NGVD 29 (??/??/??)   12.539  (m)           41.14   (f) ADJUSTED    2 1
 DB0417
 DB0417.Superseded values are not recommended for survey control.
 DB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0417.See file dsdata.txt to determine how the superseded data were derived.
 DB0417
 DB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS6032118693(NAD 83)
 DB0417_MARKER: DD = SURVEY DISK
 DB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0417_SP_SET: CONCRETE POST
 DB0417_STAMPING: 40.913
 DB0417_MARK LOGO: BOR   
 DB0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0417+STABILITY: SURFACE MOTION
 DB0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0417+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1991
 DB0417
 DB0417  HISTORY     - Date     Condition        Report By
 DB0417  HISTORY     - UNK      MONUMENTED       BOR
 DB0417  HISTORY     - 1972     GOOD             NGS
 DB0417  HISTORY     - 1974     GOOD
 DB0417  HISTORY     - 1977     GOOD
 DB0417  HISTORY     - 1980     GOOD             BOR
 DB0417  HISTORY     - 1985     GOOD             CA-025
 DB0417  HISTORY     - 19881011 GOOD             CA-025
 DB0417  HISTORY     - 19911025 GOOD             CA-025
 DB0417
 DB0417                          STATION DESCRIPTION
 DB0417
 DB0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0417'11 MI SE FROM HOLTVILLE.
 DB0417'FROM THE INTERSECTION OF STATE HWY. 115 AND U.S. 80 IN HOLTVILLE,
 DB0417'PROCEED S. ON HIGHWAY 115 ABOUT 7 MILES TO THE INTERSECTION OF
 DB0417'STATE HIGHWAYS 115 AND 98 KNOWN AS BONDS CORNER, PROCEED E. 2.7
 DB0417'MILES.  THE BENCH MARK IS LOCATED 40 FT. S. OF THE HIGHWAY AT
 DB0417'A POINT WHERE THE HIGHWY TURNS N.E.  THE MARK IS SET ON A 7 IN
 DB0417'DIAMETER CONCRETE CYLINDER AND PROJECTS 1.5 FT. ABOVE THE GROUND.
 DB0417'SECTION 1, T17S., R16E.
 DB0417
 DB0417                          STATION RECOVERY (1974)
 DB0417
 DB0417'RECOVERED 1974
 DB0417'RECOVERED IN GOOD CONDITION.
 DB0417
 DB0417                          STATION RECOVERY (1977)
 DB0417
 DB0417'RECOVERED 1977
 DB0417'RECOVERED IN GOOD CONDITION.
 DB0417
 DB0417                          STATION RECOVERY (1980)
 DB0417
 DB0417'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0417'RECOVERED IN GOOD CONDITION.
 DB0417
 DB0417                          STATION RECOVERY (1985)
 DB0417
 DB0417'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0417'RECOVERED IN GOOD CONDITION.
 DB0417
 DB0417                          STATION RECOVERY (1988)
 DB0417
 DB0417'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0417'RECOVERED IN GOOD CONDITION.
 DB0417
 DB0417                          STATION RECOVERY (1991)
 DB0417
 DB0417'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0417'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0417'PROCEED SOUTH ON HIGHWAY 115 ABOUT 7 MI (11.3 KM) TO THE INTERSECTION
 DB0417'OF STATE HIGHWAYS 115 AND 98 KNOWN AS BONDS CORNER, PROCEED EAST 2.7
 DB0417'MI (4.3 KM).  THE BENCH MARK IS LOCATED 40 FT (12.2 M) SOUTH OF THE
 DB0417'HIGHWAY AT A POINT WHERE THE HIGHWAY TURNS NE.  THE MARK IS SET ON A
 DB0417'7-INCH DIAMETER CONCRETE CYLINDER AND PROJECTS 1.5 FT (0.5 M) ABOVE
 DB0417'THE GROUND.  SECTION 1, T17S, R16E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5401 ***********************************************************************
 DX5401  DESIGNATION -  400
 DX5401  PID         -  DX5401
 DX5401  STATE/COUNTY-  CA/RIVERSIDE
 DX5401  USGS QUAD   -  BEAUMONT (1996)
 DX5401
 DX5401                         *CURRENT SURVEY CONTROL
 DX5401  ___________________________________________________________________
 DX5401* NAD 83(1986)-  33 55 34.     (N)    116 56 48.     (W)     SCALED    
 DX5401* NAVD 88     -       784.366  (meters)    2573.37   (feet)  ADJUSTED  
 DX5401  ___________________________________________________________________
 DX5401  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DX5401  DYNAMIC HT  -         783.395 (meters)    2570.19  (feet)  COMP
 DX5401  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 DX5401
 DX5401  VERT ORDER  -  FIRST     CLASS II
 DX5401
 DX5401.The horizontal coordinates were scaled from a topographic map and have
 DX5401.an estimated accuracy of +/- 6 seconds.
 DX5401
 DX5401.The orthometric height was determined by differential leveling
 DX5401.and adjusted in January 1993.
 DX5401
 DX5401.Photographs are available for this station.
 DX5401
 DX5401.The geoid height was determined by GEOID03.
 DX5401
 DX5401.The dynamic height is computed by dividing the NAVD 88
 DX5401.geopotential number by the normal gravity value computed on the
 DX5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5401.degrees latitude (g = 980.6199 gals.).
 DX5401
 DX5401.The modeled gravity was interpolated from observed gravity values.
 DX5401
 DX5401;                    North         East    Units  Estimated Accuracy
 DX5401;SPC CA 6     -   695,350.    1,935,580.      MT  (+/- 180 meters Scaled)
 DX5401
 DX5401                          SUPERSEDED SURVEY CONTROL
 DX5401
 DX5401.No superseded survey control is available for this station.
 DX5401
 DX5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT049539(NAD 83)
 DX5401_MARKER: DB = BENCH MARK DISK
 DX5401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DX5401_SP_SET: ON TOP OF BRIDGE ABUTMENT
 DX5401_STAMPING: 400 1992
 DX5401_MARK LOGO: MWDSC 
 DX5401_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5401+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5401
 DX5401  HISTORY     - Date     Condition        Report By
 DX5401  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5401  HISTORY     - 20031201 GOOD             JCLS
 DX5401
 DX5401                          STATION DESCRIPTION
 DX5401
 DX5401'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5401'IN BANNING, AT THE NORTHWEST BRIDGE ABUTMENT FOR SOUTHERN PACIFIC
 DX5401'RAILROAD OVER HIGHLAND SPRINGS AVE., 60 FEET (18.3 M) WEST OF THE
 DX5401'CENTERLINE OF HIGHLAND SPRINGS AVE., 20 FEET (6.1 M) NORTH OF THE
 DX5401'NORTH RAIL OF RAILROAD, FOUND 3 1/4 INCH MWD STANDARD ALUMINUM DISK
 DX5401'SET FLUSH IN CONCRETE BRIDGE ABUTMENT.
 DX5401
 DX5401                          STATION RECOVERY (2003)
 DX5401
 DX5401'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DX5401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1824 ***********************************************************************
 DX1824  DESIGNATION -  400 DPW
 DX1824  PID         -  DX1824
 DX1824  STATE/COUNTY-  CA/ORANGE
 DX1824  USGS QUAD   -  EL TORO (1982)
 DX1824
 DX1824                         *CURRENT SURVEY CONTROL
 DX1824  ___________________________________________________________________
 DX1824* NAD 83(1986)-  33 40 18.     (N)    117 44 29.     (W)     SCALED    
 DX1824* NAVD 88     -        81.41   (+/-2cm)     267.1    (feet)  VERTCON   
 DX1824  ___________________________________________________________________
 DX1824  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DX1824  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1824
 DX1824.The horizontal coordinates were scaled from a topographic map and have
 DX1824.an estimated accuracy of +/- 6 seconds.
 DX1824
 DX1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1824.The vertical order pertains to the NGVD 29 superseded value.
 DX1824
 DX1824.The geoid height was determined by GEOID03.
 DX1824
 DX1824;                    North         East    Units  Estimated Accuracy
 DX1824;SPC CA 6     -   667,900.    1,861,700.      MT  (+/- 180 meters Scaled)
 DX1824
 DX1824                          SUPERSEDED SURVEY CONTROL
 DX1824
 DX1824  NGVD 29 (??/??/??)   80.688  (m)          264.72   (f) ADJUSTED    1 2
 DX1824
 DX1824.Superseded values are not recommended for survey control.
 DX1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1824.See file dsdata.txt to determine how the superseded data were derived.
 DX1824
 DX1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT312259(NAD 83)
 DX1824_MARKER: S = SPIKE
 DX1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1824_STAMPING: 400
 DX1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1824+STABILITY: SURFACE MOTION
 DX1824
 DX1824  HISTORY     - Date     Condition        Report By
 DX1824  HISTORY     - UNK      MONUMENTED       CADPW
 DX1824  HISTORY     - 1955     GOOD             NGS
 DX1824
 DX1824                          STATION DESCRIPTION
 DX1824
 DX1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1824'AT EL TORO MCAS.
 DX1824'AT EL TORO MARINE CORPS AIR STATION, AT THE SOUTHWEST SIDE OF AN
 DX1824'ISLAND FORMED BY RUNWAY 7L AND TAXIWAYS, 144.0 FEET NORTHEAST
 DX1824'OF THE NORTHEAST EDGE OF THE RUNWAY, 175 FEET SOUTHEAST OF THE
 DX1824'SOUTHEAST EDGE OF THE NORTHWEST TAXIWAY, ABOUT LEVEL WITH THE
 DX1824'RUNWAY, FLUSH WITH THE GROUND, AND SET IN THE CENTER OF 1- BY
 DX1824'1-FOOT CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0257 ***********************************************************************
 FU0257  DESIGNATION -  400+00 CAHD
 FU0257  PID         -  FU0257
 FU0257  STATE/COUNTY-  CA/KERN
 FU0257  USGS QUAD   -  METTLER (1992)
 FU0257
 FU0257                         *CURRENT SURVEY CONTROL
 FU0257  ___________________________________________________________________
 FU0257* NAD 83(1986)-  35 02 07.     (N)    118 57 36.     (W)     SCALED    
 FU0257* NAVD 88     -       213.64   (+/-2cm)     700.9    (feet)  VERTCON   
 FU0257  ___________________________________________________________________
 FU0257  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FU0257  VERT ORDER  -  THIRD (See Below)
 FU0257
 FU0257.The horizontal coordinates were scaled from a topographic map and have
 FU0257.an estimated accuracy of +/- 6 seconds.
 FU0257
 FU0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0257.The vertical order pertains to the NGVD 29 superseded value.
 FU0257
 FU0257.The geoid height was determined by GEOID03.
 FU0257
 FU0257;                    North         East    Units  Estimated Accuracy
 FU0257;SPC CA 5     -   670,720.    1,912,410.      MT  (+/- 180 meters Scaled)
 FU0257
 FU0257                          SUPERSEDED SURVEY CONTROL
 FU0257
 FU0257  NGVD 29 (??/??/??)  212.86   (m)          698.4    (f) RESET       3  
 FU0257
 FU0257.Superseded values are not recommended for survey control.
 FU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0257.See file dsdata.txt to determine how the superseded data were derived.
 FU0257
 FU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU212787(NAD 83)
 FU0257_MARKER: DD = SURVEY DISK
 FU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0257+STABILITY: SURFACE MOTION
 FU0257
 FU0257  HISTORY     - Date     Condition        Report By
 FU0257  HISTORY     - UNK      MONUMENTED       CADH
 FU0257  HISTORY     - 1961     GOOD             NGS
 FU0257  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0257
 FU0257                          STATION DESCRIPTION
 FU0257
 FU0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0257'1.6 MI S FROM METTLER.
 FU0257'1.65 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0257'HIGHWAY 166 AND 33 AT METTLER, 2.25 MILES NORTH OF WHEELER RIDGE,
 FU0257'37 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF HIGHWAY,
 FU0257'34 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 FU0257'1.5 FEET NORTH OF STEEL STATION MARKER 400+00, ABOUT LEVEL WITH THE
 FU0257'EAST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FU0257'FLUSH WITH THE GROUND.
 FU0257
 FU0257                          STATION RECOVERY (1970)
 FU0257
 FU0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5402 ***********************************************************************
 DX5402  DESIGNATION -  401
 DX5402  PID         -  DX5402
 DX5402  STATE/COUNTY-  CA/RIVERSIDE
 DX5402  USGS QUAD   -  BEAUMONT (1996)
 DX5402
 DX5402                         *CURRENT SURVEY CONTROL
 DX5402  ___________________________________________________________________
 DX5402* NAD 83(1986)-  33 55 01.     (N)    116 56 48.     (W)     SCALED    
 DX5402* NAVD 88     -       772.395  (meters)    2534.10   (feet)  ADJUSTED  
 DX5402  ___________________________________________________________________
 DX5402  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DX5402  DYNAMIC HT  -         771.443 (meters)    2530.98  (feet)  COMP
 DX5402  MODELED GRAV-     979,378.5   (mgal)                       NAVD 88
 DX5402
 DX5402  VERT ORDER  -  FIRST     CLASS II
 DX5402
 DX5402.The horizontal coordinates were scaled from a topographic map and have
 DX5402.an estimated accuracy of +/- 6 seconds.
 DX5402
 DX5402.The orthometric height was determined by differential leveling
 DX5402.and adjusted in January 1993.
 DX5402
 DX5402.The geoid height was determined by GEOID03.
 DX5402
 DX5402.The dynamic height is computed by dividing the NAVD 88
 DX5402.geopotential number by the normal gravity value computed on the
 DX5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5402.degrees latitude (g = 980.6199 gals.).
 DX5402
 DX5402.The modeled gravity was interpolated from observed gravity values.
 DX5402
 DX5402;                    North         East    Units  Estimated Accuracy
 DX5402;SPC CA 6     -   694,330.    1,935,580.      MT  (+/- 180 meters Scaled)
 DX5402
 DX5402                          SUPERSEDED SURVEY CONTROL
 DX5402
 DX5402.No superseded survey control is available for this station.
 DX5402
 DX5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT049529(NAD 83)
 DX5402_MARKER: DB = BENCH MARK DISK
 DX5402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX5402_SP_SET: IN TOP OF CATCH BASIN
 DX5402_STAMPING: 401 1992
 DX5402_MARK LOGO: MWDSC 
 DX5402_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5402+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5402
 DX5402  HISTORY     - Date     Condition        Report By
 DX5402  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5402  HISTORY     - 20070410 GOOD             GEOCAC
 DX5402
 DX5402                          STATION DESCRIPTION
 DX5402
 DX5402'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5402'IN BANNING, 0.6 MILES (1.0 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5402'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5402'RAILROAD BRIDGE, 17.5 FEET (5.3 M) EAST OF THE CENTERLINE OF HIGHLAND
 DX5402'SPRINGS AVE. AT THE NORTHWEST CORNER OF CATCH BASIN AT TOP OF CURB,
 DX5402'O.5 FEET EAST OF FACE OF CURB, FOUND 3 1/4 INCH STANDARD ALUMINUM MWD
 DX5402'DISK, FLUSH.
 DX5402
 DX5402                          STATION RECOVERY (2007)
 DX5402
 DX5402'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX5402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5403 ***********************************************************************
 DX5403  DESIGNATION -  402
 DX5403  PID         -  DX5403
 DX5403  STATE/COUNTY-  CA/RIVERSIDE
 DX5403  USGS QUAD   -  BEAUMONT (1996)
 DX5403
 DX5403                         *CURRENT SURVEY CONTROL
 DX5403  ___________________________________________________________________
 DX5403* NAD 83(1986)-  33 54 40.     (N)    116 56 48.     (W)     SCALED    
 DX5403* NAVD 88     -       761.769  (meters)    2499.24   (feet)  ADJUSTED  
 DX5403  ___________________________________________________________________
 DX5403  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DX5403  DYNAMIC HT  -         760.832 (meters)    2496.16  (feet)  COMP
 DX5403  MODELED GRAV-     979,382.5   (mgal)                       NAVD 88
 DX5403
 DX5403  VERT ORDER  -  FIRST     CLASS II
 DX5403
 DX5403.The horizontal coordinates were scaled from a topographic map and have
 DX5403.an estimated accuracy of +/- 6 seconds.
 DX5403
 DX5403.The orthometric height was determined by differential leveling
 DX5403.and adjusted in January 1993.
 DX5403
 DX5403.The geoid height was determined by GEOID03.
 DX5403
 DX5403.The dynamic height is computed by dividing the NAVD 88
 DX5403.geopotential number by the normal gravity value computed on the
 DX5403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5403.degrees latitude (g = 980.6199 gals.).
 DX5403
 DX5403.The modeled gravity was interpolated from observed gravity values.
 DX5403
 DX5403;                    North         East    Units  Estimated Accuracy
 DX5403;SPC CA 6     -   693,680.    1,935,570.      MT  (+/- 180 meters Scaled)
 DX5403
 DX5403                          SUPERSEDED SURVEY CONTROL
 DX5403
 DX5403.No superseded survey control is available for this station.
 DX5403
 DX5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT049523(NAD 83)
 DX5403_MARKER: DB = BENCH MARK DISK
 DX5403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5403_SP_SET: IN FOOTING OF LIGHT STANDARD
 DX5403_STAMPING: 402
 DX5403_MARK LOGO: MWDSC 
 DX5403_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5403+STABILITY: SURFACE MOTION
 DX5403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5403+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5403
 DX5403  HISTORY     - Date     Condition        Report By
 DX5403  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5403
 DX5403                          STATION DESCRIPTION
 DX5403
 DX5403'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5403'IN BANNING, 1 MILE (1.6 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM THE
 DX5403'INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5403'RAILROAD BRIDGE, 23.5 FEET (7.2 M) EAST OF THE CENTERLINE OF HIGHLAND
 DX5403'SPRINGS AVE., 48 FEET (14.6 M) NORTH OF END OF CURB AND GUTTER AND
 DX5403'SIDEWALK, 86 FEET (26.2 M) NORTH OF WOOD POLE OF HIGH VOLTAGE LINE
 DX5403'RUNNING EAST AND WEST, 1.3 FEET (0.4 M) EAST FROM BACK OF SIDEWALK,
 DX5403'FOUND 3 1/4 INCH STANDARD ALUMINUM MWD DISK FLUSH IN FOOTING OF LIGHT
 DX5403'STANDARD NO. 8985.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1018 ***********************************************************************
 FU1018  DESIGNATION -  402.802 USBR
 FU1018  PID         -  FU1018
 FU1018  STATE/COUNTY-  CA/KERN
 FU1018  USGS QUAD   -  MC FARLAND (1969)
 FU1018
 FU1018                         *CURRENT SURVEY CONTROL
 FU1018  ___________________________________________________________________
 FU1018* NAD 83(1986)-  35 44 45.     (N)    119 10 56.     (W)     SCALED    
 FU1018* NAVD 88     -       123.08   (+/-2cm)     403.8    (feet)  VERTCON   
 FU1018  ___________________________________________________________________
 FU1018  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FU1018  VERT ORDER  -  THIRD (See Below)
 FU1018
 FU1018.The horizontal coordinates were scaled from a topographic map and have
 FU1018.an estimated accuracy of +/- 6 seconds.
 FU1018
 FU1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1018.The vertical order pertains to the NGVD 29 superseded value.
 FU1018
 FU1018.The geoid height was determined by GEOID03.
 FU1018
 FU1018;                    North         East    Units  Estimated Accuracy
 FU1018;SPC CA 5     -   749,770.    1,893,060.      MT  (+/- 180 meters Scaled)
 FU1018
 FU1018                          SUPERSEDED SURVEY CONTROL
 FU1018
 FU1018  NGVD 29 (??/??/??)  122.27   (m)          401.1    (f) RESET       3  
 FU1018
 FU1018.Superseded values are not recommended for survey control.
 FU1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1018.See file dsdata.txt to determine how the superseded data were derived.
 FU1018
 FU1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV026579(NAD 83)
 FU1018_MARKER: DD = SURVEY DISK
 FU1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1018_SP_SET: CONCRETE INLET
 FU1018_STAMPING: 402.802
 FU1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1018
 FU1018  HISTORY     - Date     Condition        Report By
 FU1018  HISTORY     - UNK      MONUMENTED       BOR
 FU1018  HISTORY     - 1953     GOOD             NGS
 FU1018
 FU1018                          STATION DESCRIPTION
 FU1018
 FU1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1018'3.6 MI S FROM JOVISTA.
 FU1018'3.6 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN
 FU1018'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE CROSSING
 FU1018'OF AIRPORT AVENUE, AT A SIPHON LEADING FROM A RESERVOIR TO
 FU1018'AIRPORT LATERAL, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 FU1018'CONCRETE INLET, 83 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 FU1018'77.3 FEET SOUTHWEST OF BENCH MARK 407.212 (USBR), 27 1/2 FEET
 FU1018'WEST OF THE CENTER LINE OF THE ROAD ON THE WEST LEVEE, 14.8
 FU1018'FEET EAST OF THE SOUTHEAST CORNER OF AN IRON FENCE AROUND A
 FU1018'WATER SCREENING PLANT, AND ABOUT 5 FEET LOWER THAN THE AVENUE.
 FU1018'IN R26E T25S, NEAR THE NORTHWEST CORNER OF SECTION 21.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5413 ***********************************************************************
 DX5413  DESIGNATION -  403
 DX5413  PID         -  DX5413
 DX5413  STATE/COUNTY-  CA/RIVERSIDE
 DX5413  USGS QUAD   -  BEAUMONT (1996)
 DX5413
 DX5413                         *CURRENT SURVEY CONTROL
 DX5413  ___________________________________________________________________
 DX5413* NAD 83(1986)-  33 54 09.     (N)    116 56 52.     (W)     SCALED    
 DX5413* NAVD 88     -       754.458  (meters)    2475.25   (feet)  ADJUSTED  
 DX5413  ___________________________________________________________________
 DX5413  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DX5413  DYNAMIC HT  -         753.535 (meters)    2472.22  (feet)  COMP
 DX5413  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 DX5413
 DX5413  VERT ORDER  -  FIRST     CLASS II
 DX5413
 DX5413.The horizontal coordinates were scaled from a topographic map and have
 DX5413.an estimated accuracy of +/- 6 seconds.
 DX5413
 DX5413.The orthometric height was determined by differential leveling
 DX5413.and adjusted in January 1993.
 DX5413
 DX5413.The geoid height was determined by GEOID03.
 DX5413
 DX5413.The dynamic height is computed by dividing the NAVD 88
 DX5413.geopotential number by the normal gravity value computed on the
 DX5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5413.degrees latitude (g = 980.6199 gals.).
 DX5413
 DX5413.The modeled gravity was interpolated from observed gravity values.
 DX5413
 DX5413;                    North         East    Units  Estimated Accuracy
 DX5413;SPC CA 6     -   692,730.    1,935,460.      MT  (+/- 180 meters Scaled)
 DX5413
 DX5413                          SUPERSEDED SURVEY CONTROL
 DX5413
 DX5413.No superseded survey control is available for this station.
 DX5413
 DX5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT048513(NAD 83)
 DX5413_MARKER: DB = BENCH MARK DISK
 DX5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5413_SP_SET: CONCRETE POST
 DX5413_STAMPING: 403 1992
 DX5413_MARK LOGO: MWDSC 
 DX5413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5413+STABILITY: SURFACE MOTION
 DX5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5413+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5413
 DX5413  HISTORY     - Date     Condition        Report By
 DX5413  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5413
 DX5413                          STATION DESCRIPTION
 DX5413
 DX5413'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5413'IN BANNING, 1.6 MILES (2.6 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5413'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5413'RAILROAD BRIDGE, APPROXIMATELY 403 FEET (122.8 M) SOUTH OF METAL
 DX5413'HI-VOLTAGE TRANSMISSION LINE POLE NO. 24-2, 36 FEET (11.0 M)
 DX5413'NORTHWESTERLY OF THE CENTERLINE OF HIGHLAND SPRINGS AVE., 9 FEET
 DX5413'(2.7 M) NORTHWESTERLY OF TELEPHONE CABLE PULL BOX, FOUND 3 1/4 INCH
 DX5413'STANDARD ALUMINUM MWD DISK IN 8 INCH DIAMETER CONCRETE POST, 4 INCHES
 DX5413'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0997 ***********************************************************************
 FU0997  DESIGNATION -  403.420 USBR
 FU0997  PID         -  FU0997
 FU0997  STATE/COUNTY-  CA/KERN
 FU0997  USGS QUAD   -  MC FARLAND (1969)
 FU0997
 FU0997                         *CURRENT SURVEY CONTROL
 FU0997  ___________________________________________________________________
 FU0997* NAD 83(1986)-  35 38 43.     (N)    119 12 16.     (W)     SCALED    
 FU0997* NAVD 88     -       123.49   (+/-2cm)     405.2    (feet)  VERTCON   
 FU0997  ___________________________________________________________________
 FU0997  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FU0997  VERT ORDER  -  THIRD (See Below)
 FU0997
 FU0997.The horizontal coordinates were scaled from a topographic map and have
 FU0997.an estimated accuracy of +/- 6 seconds.
 FU0997
 FU0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0997.The vertical order pertains to the NGVD 29 superseded value.
 FU0997
 FU0997.The geoid height was determined by GEOID03.
 FU0997
 FU0997;                    North         East    Units  Estimated Accuracy
 FU0997;SPC CA 5     -   738,630.    1,890,920.      MT  (+/- 180 meters Scaled)
 FU0997
 FU0997                          SUPERSEDED SURVEY CONTROL
 FU0997
 FU0997  NGVD 29 (??/??/??)  122.68   (m)          402.5    (f) RESET       3  
 FU0997
 FU0997.Superseded values are not recommended for survey control.
 FU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0997.See file dsdata.txt to determine how the superseded data were derived.
 FU0997
 FU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV004468(NAD 83)
 FU0997_MARKER: DD = SURVEY DISK
 FU0997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU0997_SP_SET: CURB
 FU0997_STAMPING: 403.420 127.47
 FU0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0997
 FU0997  HISTORY     - Date     Condition        Report By
 FU0997  HISTORY     - UNK      MONUMENTED       BOR
 FU0997  HISTORY     - 1953     GOOD             NGS
 FU0997  HISTORY     - 1966     GOOD             NGS
 FU0997
 FU0997                          STATION DESCRIPTION
 FU0997
 FU0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0997'3.7 MI N FROM FAMOSO.
 FU0997'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0997'FROM THE STATION AT FAMOSO, THENCE 1.3 MILES NORTHEAST ALONG
 FU0997'THE FRIANT-KERN CANAL, AT THE CROSSING OF DRIVER ROAD, AT BRIDGE
 FU0997'127.47 OVER THE CANAL, IN THE TOP OF THE NORTH END OF THE WEST
 FU0997'CONCRETE CURB, 12.7 FEET WEST OF THE CENTER LINE OF THE ROAD,
 FU0997'1.1 FEET SOUTH OF THE NORTH END OF THE CURB, AND 0.8 FOOT HIGHER
 FU0997'THAN THE ROAD.  IN R26E T26S, IN THE NORTHEAST CORNER OF SECTION
 FU0997'30.
 FU0997
 FU0997                          STATION RECOVERY (1966)
 FU0997
 FU0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0585 ***********************************************************************
 HS0585  DESIGNATION -  403.98 SFHHWS
 HS0585  PID         -  HS0585
 HS0585  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0585  USGS QUAD   -  TRACY (1981)
 HS0585
 HS0585                         *CURRENT SURVEY CONTROL
 HS0585  ___________________________________________________________________
 HS0585* NAD 83(1986)-  37 38 04.     (N)    121 25 10.     (W)     SCALED    
 HS0585* NAVD 88     -       124.57   (+/-2cm)     408.7    (feet)  VERTCON   
 HS0585  ___________________________________________________________________
 HS0585  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HS0585  VERT ORDER  -  THIRD (See Below)
 HS0585
 HS0585.The horizontal coordinates were scaled from a topographic map and have
 HS0585.an estimated accuracy of +/- 6 seconds.
 HS0585
 HS0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0585.The vertical order pertains to the NGVD 29 superseded value.
 HS0585
 HS0585.The geoid height was determined by GEOID03.
 HS0585
 HS0585;                    North         East    Units  Estimated Accuracy
 HS0585;SPC CA 3     -   626,300.    1,918,850.      MT  (+/- 180 meters Scaled)
 HS0585
 HS0585                          SUPERSEDED SURVEY CONTROL
 HS0585
 HS0585  NGVD 29 (??/??/??)  123.80   (m)          406.2    (f) RESET       3  
 HS0585
 HS0585.Superseded values are not recommended for survey control.
 HS0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0585.See file dsdata.txt to determine how the superseded data were derived.
 HS0585
 HS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG394664(NAD 83)
 HS0585_MARKER: DD = SURVEY DISK
 HS0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0585_SP_SET: RETAINING WALL
 HS0585_STAMPING: 403.98
 HS0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0585
 HS0585  HISTORY     - Date     Condition        Report By
 HS0585  HISTORY     - UNK      MONUMENTED       HHWS
 HS0585  HISTORY     - 1961     GOOD             NGS
 HS0585  HISTORY     - 1964     GOOD             NGS
 HS0585
 HS0585                          STATION DESCRIPTION
 HS0585
 HS0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0585'7.6 MI S FROM TRACY.
 HS0585'0.2 MILE EAST ALONG U.S. HIGHWAY 50 FROM UNION HIGH SCHOOL AT
 HS0585'TRACY, THENCE 7.35 MILES SOUTH ALONG MAC ARTHUR DRIVE, AT A HETCH
 HS0585'HETCHY WATER SUPPLY PUMPING STATION, AT THE SOUTHWEST END OF A
 HS0585'LARGE STEEL TANK 97.24, IN THE TOP OF THE NORTHWEST END OF A
 HS0585'CONCRETE RETAINING WALL 97.25, 27 1/2 FEET SOUTHEAST OF THE CENTER
 HS0585'LINE OF THE ENTRANCE ROAD, 22 FEET NORTHWEST OF THE CENTER OF THE
 HS0585'TANK, 5.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL, AND
 HS0585'ABOUT 4 FEET LOWER THAN THE ENTRANCE ROAD.
 HS0585
 HS0585                          STATION RECOVERY (1964)
 HS0585
 HS0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3136 ***********************************************************************
 AB3136  DESIGNATION -  4032 D
 AB3136  PID         -  AB3136
 AB3136  STATE/COUNTY-  CA/LOS ANGELES
 AB3136  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3136
 AB3136                         *CURRENT SURVEY CONTROL
 AB3136  ___________________________________________________________________
 AB3136* NAD 83(1986)-  34 15 56.     (N)    118 33 27.     (W)     SCALED    
 AB3136* NAVD 88     -       323.075  (meters)    1059.96   (feet)  ADJUSTED  
 AB3136  ___________________________________________________________________
 AB3136  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AB3136  DYNAMIC HT  -         322.721 (meters)    1058.79  (feet)  COMP
 AB3136  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 AB3136
 AB3136  VERT ORDER  -  THIRD
 AB3136
 AB3136.The horizontal coordinates were scaled from a topographic map and have
 AB3136.an estimated accuracy of +/- 6 seconds.
 AB3136
 AB3136.The orthometric height was determined by differential leveling
 AB3136.and adjusted in November 1996.
 AB3136
 AB3136.The geoid height was determined by GEOID03.
 AB3136
 AB3136.The dynamic height is computed by dividing the NAVD 88
 AB3136.geopotential number by the normal gravity value computed on the
 AB3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3136.degrees latitude (g = 980.6199 gals.).
 AB3136
 AB3136.The modeled gravity was interpolated from observed gravity values.
 AB3136
 AB3136;                    North         East    Units  Estimated Accuracy
 AB3136;SPC CA 5     -   585,060.    1,948,660.      MT  (+/- 180 meters Scaled)
 AB3136
 AB3136                          SUPERSEDED SURVEY CONTROL
 AB3136
 AB3136.No superseded survey control is available for this station.
 AB3136
 AB3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT566926(NAD 83)
 AB3136_MARKER: DD = SURVEY DISK
 AB3136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB3136_SP_SET: CATCH BASIN
 AB3136_STAMPING: 4032-D
 AB3136_MARK LOGO: MWDSC 
 AB3136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3136+STABILITY: SURFACE MOTION
 AB3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3136+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AB3136
 AB3136  HISTORY     - Date     Condition        Report By
 AB3136  HISTORY     - 1994     MONUMENTED       MWDSC
 AB3136  HISTORY     - 20040320 GOOD             GEOCAC
 AB3136
 AB3136                          STATION DESCRIPTION
 AB3136
 AB3136'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3136'GRANADA HILLS, NEAR THE INTERSECTION OF CHATSWORTH ST AND TAMPA AVE,
 AB3136'38 FEET (11.6 M) NORTH OF THE STREET AND 540 FEET (164.6 M) WEST OF
 AB3136'THE AVE, 78 FEET (23.8 M) WESTERLY OF A STREET LIGHT STANDARD AND 5
 AB3136'FEET (1.5 M) BACK OF CURB FACE.  A 1-3/8 INCH BRASS DISK STAMPED
 AB3136'4032-D SET FLUSH IN TOP OF THE NORTHEAST CORNER OF A CONCRETE CATCH
 AB3136'BASIN.  REF MWD FB 4203 01 071 PG.2
 AB3136
 AB3136                          STATION RECOVERY (2004)
 AB3136
 AB3136'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 AB3136'CATCH BASIN IS LABELED 'R-03'.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0589 ***********************************************************************
 MW0589  DESIGNATION -  4036.00
 MW0589  PID         -  MW0589
 MW0589  STATE/COUNTY-  CA/SISKIYOU
 MW0589  USGS QUAD   -  HATFIELD (1993)
 MW0589
 MW0589                         *CURRENT SURVEY CONTROL
 MW0589  ___________________________________________________________________
 MW0589* NAD 83(1986)-  41 55 29.     (N)    121 33 59.     (W)     SCALED    
 MW0589* NAVD 88     -      1230.686  (meters)    4037.68   (feet)  ADJUSTED  
 MW0589  ___________________________________________________________________
 MW0589  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 MW0589  DYNAMIC HT  -        1229.899 (meters)    4035.09  (feet)  COMP
 MW0589  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 MW0589
 MW0589  VERT ORDER  -  SECOND    CLASS 0
 MW0589
 MW0589.The horizontal coordinates were scaled from a topographic map and have
 MW0589.an estimated accuracy of +/- 6 seconds.
 MW0589
 MW0589.The orthometric height was determined by differential leveling
 MW0589.and adjusted in June 1991.
 MW0589
 MW0589.Photographs are available for this station.
 MW0589
 MW0589.The geoid height was determined by GEOID03.
 MW0589
 MW0589.The dynamic height is computed by dividing the NAVD 88
 MW0589.geopotential number by the normal gravity value computed on the
 MW0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0589.degrees latitude (g = 980.6199 gals.).
 MW0589
 MW0589.The modeled gravity was interpolated from observed gravity values.
 MW0589
 MW0589;                    North         East    Units  Estimated Accuracy
 MW0589;SPC CA 1     -   787,850.    2,035,970.      MT  (+/- 180 meters Scaled)
 MW0589
 MW0589                          SUPERSEDED SURVEY CONTROL
 MW0589
 MW0589  NGVD 29 (??/??/??) 1229.584  (m)         4034.06   (f) ADJUSTED    2 0
 MW0589
 MW0589.Superseded values are not recommended for survey control.
 MW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0589.See file dsdata.txt to determine how the superseded data were derived.
 MW0589
 MW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM188424(NAD 83)
 MW0589_MARKER: DB = BENCH MARK DISK
 MW0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MW0589_SP_SET: BUILDING
 MW0589_STAMPING: 4036.00
 MW0589_MARK LOGO: BOR   
 MW0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MW0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MW0589+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 MW0589
 MW0589  HISTORY     - Date     Condition        Report By
 MW0589  HISTORY     - UNK      MONUMENTED       BOR
 MW0589  HISTORY     - 1954     GOOD             CGS
 MW0589  HISTORY     - 20020526 GOOD             INDIV
 MW0589  HISTORY     - 20070712 GOOD             DUCKS
 MW0589
 MW0589                          STATION DESCRIPTION
 MW0589
 MW0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0589'9.5 MI S FROM MERRILL.
 MW0589'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0589'THENCE 1.8 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 2.0 MILES
 MW0589'EAST ALONG STATE LINE ROAD, THENCE 5.5 MILES SOUTH ALONG A GRADED
 MW0589'ROAD, AT THE BUREAU OF RECLAMATION PUMPING STATION FOR THE
 MW0589'TULELAKE TUNNEL, IN THE TOP OF THE EAST END OF THE NORTHWEST
 MW0589'WING WALL, 11.7 FEET EAST OF THE NORTHEAST CORNER OF THE PUMPING
 MW0589'STATION, AND 1.7 FEET WEST OF THE EAST END OF THE WING WALL.
 MW0589
 MW0589                          STATION RECOVERY (2002)
 MW0589
 MW0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DBT)
 MW0589'ROAD WIDENED AND PAVED IN EARLY 1990'S.  MARK PARTIALLY COVERED BY
 MW0589'TIMBER ON WING WALL.
 MW0589' 
 MW0589'GPS OBSERVATION WITH A GARMIN ETREX VENTURE INDICATED -
 MW0589'N41 55 29.3 W121 34 00.0
 MW0589
 MW0589                          STATION RECOVERY (2007)
 MW0589
 MW0589'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (JTS)
 MW0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5404 ***********************************************************************
 DX5404  DESIGNATION -  404
 DX5404  PID         -  DX5404
 DX5404  STATE/COUNTY-  CA/RIVERSIDE
 DX5404  USGS QUAD   -  BEAUMONT (1996)
 DX5404
 DX5404                         *CURRENT SURVEY CONTROL
 DX5404  ___________________________________________________________________
 DX5404* NAD 83(1986)-  33 53 45.     (N)    116 56 43.     (W)     SCALED    
 DX5404* NAVD 88     -       747.795  (meters)    2453.39   (feet)  ADJUSTED  
 DX5404  ___________________________________________________________________
 DX5404  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DX5404  DYNAMIC HT  -         746.884 (meters)    2450.40  (feet)  COMP
 DX5404  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 DX5404
 DX5404  VERT ORDER  -  FIRST     CLASS II
 DX5404
 DX5404.The horizontal coordinates were scaled from a topographic map and have
 DX5404.an estimated accuracy of +/- 6 seconds.
 DX5404
 DX5404.The orthometric height was determined by differential leveling
 DX5404.and adjusted in January 1993.
 DX5404
 DX5404.The geoid height was determined by GEOID03.
 DX5404
 DX5404.The dynamic height is computed by dividing the NAVD 88
 DX5404.geopotential number by the normal gravity value computed on the
 DX5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5404.degrees latitude (g = 980.6199 gals.).
 DX5404
 DX5404.The modeled gravity was interpolated from observed gravity values.
 DX5404
 DX5404;                    North         East    Units  Estimated Accuracy
 DX5404;SPC CA 6     -   691,990.    1,935,690.      MT  (+/- 180 meters Scaled)
 DX5404
 DX5404                          SUPERSEDED SURVEY CONTROL
 DX5404
 DX5404.No superseded survey control is available for this station.
 DX5404
 DX5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT050506(NAD 83)
 DX5404_MARKER: DB = BENCH MARK DISK
 DX5404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5404_SP_SET: CONCRETE POST
 DX5404_STAMPING: 404 1992
 DX5404_MARK LOGO: MWDSC 
 DX5404_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5404+STABILITY: SURFACE MOTION
 DX5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5404+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5404
 DX5404  HISTORY     - Date     Condition        Report By
 DX5404  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5404
 DX5404                          STATION DESCRIPTION
 DX5404
 DX5404'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5404'IN BANNING, 2.1 MILES (3.4 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5404'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5404'RAILROAD BRIDGE, 34 FEET (10.4 M) NORTHEASTERLY OF THE CENTERLINE OF
 DX5404'HIGHLAND SPRINGS AVE., AT OPPOSITE SIDE OF ROAD FROM THE START OF A
 DX5404'BENCH CUT FOR HIGHLAND SPRINGS AVE., FOUND 3 1/4 INCH STANDARD
 DX5404'ALUMINUM MWD DISK IN TOP OF 8 INCH DIAMETER CONCRETE POST, 4 INCHES
 DX5404'ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3321 ***********************************************************************
 DX3321  DESIGNATION -  404 1
 DX3321  PID         -  DX3321
 DX3321  STATE/COUNTY-  CA/ORANGE
 DX3321  USGS QUAD   -  LA HABRA (1981)
 DX3321
 DX3321                         *CURRENT SURVEY CONTROL
 DX3321  ___________________________________________________________________
 DX3321* NAD 83(1986)-  33 52 39.     (N)    117 59 35.     (W)     SCALED    
 DX3321* NAVD 88     -        23.10   (+/-2cm)      75.8    (feet)  VERTCON   
 DX3321  ___________________________________________________________________
 DX3321  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DX3321  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3321
 DX3321.The horizontal coordinates were scaled from a topographic map and have
 DX3321.an estimated accuracy of +/- 6 seconds.
 DX3321
 DX3321.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3321.The vertical order pertains to the NGVD 29 superseded value.
 DX3321
 DX3321.The geoid height was determined by GEOID03.
 DX3321
 DX3321;                    North         East    Units  Estimated Accuracy
 DX3321;SPC CA 6     -   691,090.    1,838,750.      MT  (+/- 180 meters Scaled)
 DX3321
 DX3321                          SUPERSEDED SURVEY CONTROL
 DX3321
 DX3321  NGVD 29 (??/??/??)   22.394  (m)           73.47   (f) ADJUSTED    1 1
 DX3321
 DX3321.Superseded values are not recommended for survey control.
 DX3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3321.See file dsdata.txt to determine how the superseded data were derived.
 DX3321
 DX3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT081490(NAD 83)
 DX3321_MARKER: DD = SURVEY DISK
 DX3321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3321_SP_SET: CULVERT
 DX3321_STAMPING: 404-1-68
 DX3321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3321
 DX3321  HISTORY     - Date     Condition        Report By
 DX3321  HISTORY     - 1968     MONUMENTED       CA-059
 DX3321
 DX3321                          STATION DESCRIPTION
 DX3321
 DX3321'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3321'0.4 MI SE FROM BUENA PARK.
 DX3321'0.40 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX3321'RAILWAY FROM THE RAILWAY OVERCROSSING OF BEACH BOULEVARD
 DX3321'(HIGHWAY 39) AT BUENA PARK TO THE SOUTHEAST END OF A WOODEN
 DX3321'TRESTLE OVER A DIRT FLOOD CONTROL CHANNEL, ABOUT 28 FEET
 DX3321'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, ABOUT 15
 DX3321'FEET LOWER THAN THE TRACK, ON THE SOUTHEAST SIDE OF THE CHANNEL,
 DX3321'SET IN THE TOP OF THE SOUTHWEST END OF A CONCRETE HEADWALL OVER
 DX3321'A STEEL TRAP DOOR ACROSS THE CULVERT OUTLET INTO THE CHANNEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2352 ***********************************************************************
 DX2352  DESIGNATION -  404 10
 DX2352  PID         -  DX2352
 DX2352  STATE/COUNTY-  CA/ORANGE
 DX2352  USGS QUAD   -  ANAHEIM (1981)
 DX2352
 DX2352                         *CURRENT SURVEY CONTROL
 DX2352  ___________________________________________________________________
 DX2352* NAD 83(1986)-  33 52 08.     (N)    117 55 24.     (W)     SCALED    
 DX2352* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 DX2352  ___________________________________________________________________
 DX2352  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX2352  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2352
 DX2352.The horizontal coordinates were scaled from a topographic map and have
 DX2352.an estimated accuracy of +/- 6 seconds.
 DX2352
 DX2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2352.The vertical order pertains to the NGVD 29 superseded value.
 DX2352
 DX2352.The geoid height was determined by GEOID03.
 DX2352
 DX2352;                    North         East    Units  Estimated Accuracy
 DX2352;SPC CA 6     -   690,030.    1,845,180.      MT  (+/- 180 meters Scaled)
 DX2352
 DX2352                          SUPERSEDED SURVEY CONTROL
 DX2352
 DX2352  NGVD 29 (??/??/??)   48.693  (m)          159.75   (f) ADJUSTED    1 1
 DX2352
 DX2352.Superseded values are not recommended for survey control.
 DX2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2352.See file dsdata.txt to determine how the superseded data were derived.
 DX2352
 DX2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT146480(NAD 83)
 DX2352_MARKER: DD = SURVEY DISK
 DX2352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2352_SP_SET: SIDEWALK
 DX2352_STAMPING: 404-10-68
 DX2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2352
 DX2352  HISTORY     - Date     Condition        Report By
 DX2352  HISTORY     - 1968     MONUMENTED       CA-059
 DX2352  HISTORY     - 1969     GOOD             NGS
 DX2352  HISTORY     - 20061119 MARK NOT FOUND   GEOCAC
 DX2352
 DX2352                          STATION DESCRIPTION
 DX2352
 DX2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX2352'AT FULLERTON.
 DX2352'AT THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT FULLERTON,
 DX2352'ABOUT 210 FEET WEST OF MILE POLE NUMBER 165, 29.5 FEET WEST
 DX2352'OF THE CENTER LINE OF HARBOR BOULEVARD, 11.8 FEET NORTH OF THE
 DX2352'NORTH RAIL OF THE MOST NORTHERLY TRACK OF FOUR, SET IN THE
 DX2352'CENTER OF A 2 FOOT BY 2 FOOT CONCRETE BLOCK, FLUSH WITH THE
 DX2352'SIDEWALK.
 DX2352
 DX2352                          STATION RECOVERY (2006)
 DX2352
 DX2352'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DX2352'VERIFIED WITH THE ORANGE COUNTY ENGINEERING SURVEY DIVISION THAT THIS
 DX2352'MARK WAS DESTROYED ON 4,17,1970 AND A RESET MARK, 404 10 A-70
 DX2352'(DX2351), WAS MONUMENTED AS A RESULT OF CONSTRUCTION.  THIS MARK NO
 DX2352'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2351 ***********************************************************************
 DX2351  DESIGNATION -  404 10 A
 DX2351  PID         -  DX2351
 DX2351  STATE/COUNTY-  CA/ORANGE
 DX2351  USGS QUAD   -  ANAHEIM (1981)
 DX2351
 DX2351                         *CURRENT SURVEY CONTROL
 DX2351  ___________________________________________________________________
 DX2351* NAD 83(1986)-  33 52 08.     (N)    117 55 24.     (W)     SCALED    
 DX2351* NAVD 88     -        49.40   (+/-2cm)     162.1    (feet)  VERTCON   
 DX2351  ___________________________________________________________________
 DX2351  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX2351  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2351
 DX2351.The horizontal coordinates were scaled from a topographic map and have
 DX2351.an estimated accuracy of +/- 6 seconds.
 DX2351
 DX2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2351.The vertical order pertains to the NGVD 29 superseded value.
 DX2351
 DX2351.The geoid height was determined by GEOID03.
 DX2351
 DX2351;                    North         East    Units  Estimated Accuracy
 DX2351;SPC CA 6     -   690,030.    1,845,180.      MT  (+/- 180 meters Scaled)
 DX2351
 DX2351                          SUPERSEDED SURVEY CONTROL
 DX2351
 DX2351  NGVD 29 (??/??/??)   48.696  (m)          159.76   (f) ADJUSTED    1 1
 DX2351
 DX2351.Superseded values are not recommended for survey control.
 DX2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2351.See file dsdata.txt to determine how the superseded data were derived.
 DX2351
 DX2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT146480(NAD 83)
 DX2351_MARKER: P = PIPE CAP
 DX2351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2351_SP_SET: CATCH BASIN
 DX2351_STAMPING: 404 10 A-70
 DX2351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2351
 DX2351  HISTORY     - Date     Condition        Report By
 DX2351  HISTORY     - 1970     MONUMENTED       CA-059
 DX2351  HISTORY     - 20061119 MARK NOT FOUND   GEOCAC
 DX2351
 DX2351                          STATION DESCRIPTION
 DX2351
 DX2351'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1970
 DX2351'IN FULLERTON.
 DX2351'ABOUT 200 FEET WEST ALONG SANTA FE AVENUE FROM THE NORTH ENTRANCE INTO
 DX2351'THE WAITING ROOM OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 21 FEET
 DX2351'SOUTH OF THE CENTERLINE OF THE AVENUE, 47.5 FEET WEST OF THE WEST EDGE
 DX2351'OF THE MOST WESTERLY DRIVE INTO RAILROAD STATION PARKING AREA, 23 FEET
 DX2351'WEST OF A FIRE BYDRANT, 16.5 FEET EAST OF A POWER POLE NUMBER 911690E
 DX2351'SET IN THE TOP OF THE NORTHEAST CORNER OF A 4 BY 8 FOOT CONCRETE
 DX2351'CATCH BASIN LEVEL WITH THE SIDEWALK.
 DX2351
 DX2351                          STATION RECOVERY (2006)
 DX2351
 DX2351'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DX2351'VERIFIED WITH THE ORANGE COUNTY ENGINEERING SURVEY DIVISION THAT THIS
 DX2351'MARK WAS DESTROYED ON 5,16,1982 AND A RESET MARK, 404 10 B-82, WAS
 DX2351'MONUMENTED AS A RESULT OF CONSTRUCTION.  THIS MARK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2353 ***********************************************************************
 DX2353  DESIGNATION -  404 11
 DX2353  PID         -  DX2353
 DX2353  STATE/COUNTY-  CA/ORANGE
 DX2353  USGS QUAD   -  ANAHEIM (1981)
 DX2353
 DX2353                         *CURRENT SURVEY CONTROL
 DX2353  ___________________________________________________________________
 DX2353* NAD 83(1986)-  33 52 05.     (N)    117 54 54.     (W)     SCALED    
 DX2353* NAVD 88     -        49.25   (+/-2cm)     161.6    (feet)  VERTCON   
 DX2353  ___________________________________________________________________
 DX2353  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DX2353  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2353
 DX2353.The horizontal coordinates were scaled from a topographic map and have
 DX2353.an estimated accuracy of +/- 6 seconds.
 DX2353
 DX2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2353.The vertical order pertains to the NGVD 29 superseded value.
 DX2353
 DX2353.The geoid height was determined by GEOID03.
 DX2353
 DX2353;                    North         East    Units  Estimated Accuracy
 DX2353;SPC CA 6     -   689,920.    1,845,950.      MT  (+/- 180 meters Scaled)
 DX2353
 DX2353                          SUPERSEDED SURVEY CONTROL
 DX2353
 DX2353  NGVD 29 (??/??/??)   48.544  (m)          159.26   (f) ADJUSTED    1 1
 DX2353
 DX2353.Superseded values are not recommended for survey control.
 DX2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2353.See file dsdata.txt to determine how the superseded data were derived.
 DX2353
 DX2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT153479(NAD 83)
 DX2353_MARKER: DD = SURVEY DISK
 DX2353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2353_SP_SET: CONCRETE SLAB
 DX2353_STAMPING: 404-11-68
 DX2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2353+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2008
 DX2353
 DX2353  HISTORY     - Date     Condition        Report By
 DX2353  HISTORY     - 1968     MONUMENTED       CA-059
 DX2353  HISTORY     - 20080127 GOOD             GEOCAC
 DX2353
 DX2353                          STATION DESCRIPTION
 DX2353
 DX2353'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2353'0.5 MI E FROM FULLERTON.
 DX2353'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2353'FROM THE STATION AT FULLERTON TO ITS INTERSECTION WITH THE
 DX2353'CENTER LINE PROLONGATION OF BALCOM AVENUE, 40.5 FEET WEST OF THE
 DX2353'CENTER LINE PROLONGATION OF BALCOM AVENUE, 2 FEET NORTH OF THE
 DX2353'EAST END OF A 5.5 FOOT HIGH RAILROAD TIE RETAINING WALL, 11.5
 DX2353'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK OF THREE,
 DX2353'SET IN THE TOP OF THE SOUTHWEST CORNER OF A 6 FOOT BY 7 FOOT
 DX2353'CONCRETE SLAB WALKWAY ACROSS A FLOOD CONTROL DITCH, 2.7 FEET
 DX2353'LOWER THAN THE RAIL.
 DX2353
 DX2353                          STATION RECOVERY (2008)
 DX2353
 DX2353'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 DX2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2355 ***********************************************************************
 DX2355  DESIGNATION -  404 12
 DX2355  PID         -  DX2355
 DX2355  STATE/COUNTY-  CA/ORANGE
 DX2355  USGS QUAD   -  ANAHEIM (1981)
 DX2355
 DX2355                         *CURRENT SURVEY CONTROL
 DX2355  ___________________________________________________________________
 DX2355* NAD 83(1986)-  33 52 00.     (N)    117 53 52.     (W)     SCALED    
 DX2355* NAVD 88     -        57.85   (+/-2cm)     189.8    (feet)  VERTCON   
 DX2355  ___________________________________________________________________
 DX2355  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DX2355  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2355
 DX2355.The horizontal coordinates were scaled from a topographic map and have
 DX2355.an estimated accuracy of +/- 6 seconds.
 DX2355
 DX2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2355.The vertical order pertains to the NGVD 29 superseded value.
 DX2355
 DX2355.The geoid height was determined by GEOID03.
 DX2355
 DX2355;                    North         East    Units  Estimated Accuracy
 DX2355;SPC CA 6     -   689,740.    1,847,540.      MT  (+/- 180 meters Scaled)
 DX2355
 DX2355                          SUPERSEDED SURVEY CONTROL
 DX2355
 DX2355  NGVD 29 (??/??/??)   57.135  (m)          187.45   (f) ADJUSTED    1 1
 DX2355
 DX2355.Superseded values are not recommended for survey control.
 DX2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2355.See file dsdata.txt to determine how the superseded data were derived.
 DX2355
 DX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT169477(NAD 83)
 DX2355_MARKER: DD = SURVEY DISK
 DX2355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2355_SP_SET: HEADWALL
 DX2355_STAMPING: 404-12-68
 DX2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2355+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2008
 DX2355
 DX2355  HISTORY     - Date     Condition        Report By
 DX2355  HISTORY     - 1968     MONUMENTED       CA-059
 DX2355  HISTORY     - 20080127 GOOD             GEOCAC
 DX2355
 DX2355                          STATION DESCRIPTION
 DX2355
 DX2355'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2355'1.5 MI E FROM FULLERTON.
 DX2355'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2355'FROM THE RAILWAY STATION AT FULLERTON TO THE CROSSING AT ACACIA
 DX2355'AVENUE, 38.7 FEET WEST OF THE CENTER LINE OF THE AVENUE, 90.4
 DX2355'FEET NORTH OF THE CENTER LINE OF VALENCIA DRIVE, 15.4 FEET
 DX2355'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP
 DX2355'OF THE SOUTH END OF A CONCRETE HEADWALL, 0.50 OF A FOOT HIGHER
 DX2355'THAN THE RAIL.
 DX2355
 DX2355                          STATION RECOVERY (2008)
 DX2355
 DX2355'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 DX2355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2356 ***********************************************************************
 DX2356  DESIGNATION -  404 13
 DX2356  PID         -  DX2356
 DX2356  STATE/COUNTY-  CA/ORANGE
 DX2356  USGS QUAD   -  ANAHEIM (1981)
 DX2356
 DX2356                         *CURRENT SURVEY CONTROL
 DX2356  ___________________________________________________________________
 DX2356* NAD 83(1986)-  33 51 59.     (N)    117 53 21.     (W)     SCALED    
 DX2356* NAVD 88     -        64.09   (+/-2cm)     210.3    (feet)  VERTCON   
 DX2356  ___________________________________________________________________
 DX2356  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DX2356  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2356
 DX2356.The horizontal coordinates were scaled from a topographic map and have
 DX2356.an estimated accuracy of +/- 6 seconds.
 DX2356
 DX2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2356.The vertical order pertains to the NGVD 29 superseded value.
 DX2356
 DX2356.The geoid height was determined by GEOID03.
 DX2356
 DX2356;                    North         East    Units  Estimated Accuracy
 DX2356;SPC CA 6     -   689,700.    1,848,340.      MT  (+/- 180 meters Scaled)
 DX2356
 DX2356                          SUPERSEDED SURVEY CONTROL
 DX2356
 DX2356  NGVD 29 (??/??/??)   63.364  (m)          207.89   (f) ADJUSTED    1 1
 DX2356
 DX2356.Superseded values are not recommended for survey control.
 DX2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2356.See file dsdata.txt to determine how the superseded data were derived.
 DX2356
 DX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT177476(NAD 83)
 DX2356_MARKER: DD = SURVEY DISK
 DX2356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2356_SP_SET: CONCRETE BASE
 DX2356_STAMPING: 404-13-68
 DX2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2356
 DX2356  HISTORY     - Date     Condition        Report By
 DX2356  HISTORY     - 1968     MONUMENTED       CA-059
 DX2356  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2356  HISTORY     - 20080127 MARK NOT FOUND   GEOCAC
 DX2356
 DX2356                          STATION DESCRIPTION
 DX2356
 DX2356'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2356'2 MI E FROM FULLERTON.
 DX2356'2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2356'FROM THE RAILWAY STATION AT FULLERTON TO THE CROSSING AT STATE
 DX2356'COLLEGE BOULEVARD, 47 FEET EAST OF THE CENTER LINE OF THE
 DX2356'BOULEVARD, 8.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 DX2356'SET IN THE TOP OF THE WEST SIDE OF THE CONCRETE BASE FOR THE
 DX2356'NORTHWEST LEG OF A PLATFORM FOR A SEMAPHORE ACROSS THE TRACKS,
 DX2356'3 FEET HIGHER THAN THE RAIL.
 DX2356
 DX2356                          STATION RECOVERY (2006)
 DX2356
 DX2356'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (ARA)
 DX2356'MARK NOT FOUND.
 DX2356
 DX2356                          STATION RECOVERY (2008)
 DX2356
 DX2356'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 DX2356'THE DESCRIBED SEMAPHORE SIGNAL AND IT'S CONCRETE BASES HAVE BEEN
 DX2356'REMOVED, AND THE MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2770 ***********************************************************************
 DX2770  DESIGNATION -  404 14
 DX2770  PID         -  DX2770
 DX2770  STATE/COUNTY-  CA/ORANGE
 DX2770  USGS QUAD   -  ANAHEIM (1981)
 DX2770
 DX2770                         *CURRENT SURVEY CONTROL
 DX2770  ___________________________________________________________________
 DX2770* NAD 83(1986)-  33 52 02.     (N)    117 52 50.     (W)     SCALED    
 DX2770* NAVD 88     -        64.10   (+/-2cm)     210.3    (feet)  VERTCON   
 DX2770  ___________________________________________________________________
 DX2770  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DX2770  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2770
 DX2770.The horizontal coordinates were scaled from a topographic map and have
 DX2770.an estimated accuracy of +/- 6 seconds.
 DX2770
 DX2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2770.The vertical order pertains to the NGVD 29 superseded value.
 DX2770
 DX2770.The geoid height was determined by GEOID03.
 DX2770
 DX2770;                    North         East    Units  Estimated Accuracy
 DX2770;SPC CA 6     -   689,780.    1,849,130.      MT  (+/- 180 meters Scaled)
 DX2770
 DX2770                          SUPERSEDED SURVEY CONTROL
 DX2770
 DX2770  NGVD 29 (??/??/??)   63.368  (m)          207.90   (f) ADJUSTED    1 1
 DX2770
 DX2770.Superseded values are not recommended for survey control.
 DX2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2770.See file dsdata.txt to determine how the superseded data were derived.
 DX2770
 DX2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT185477(NAD 83)
 DX2770_MARKER: DD = SURVEY DISK
 DX2770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2770_SP_SET: CATCH BASIN
 DX2770_STAMPING: 404-14-68
 DX2770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2770+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2008
 DX2770
 DX2770  HISTORY     - Date     Condition        Report By
 DX2770  HISTORY     - 1968     MONUMENTED       CA-059
 DX2770  HISTORY     - 20080127 GOOD             GEOCAC
 DX2770
 DX2770                          STATION DESCRIPTION
 DX2770
 DX2770'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2770'0.6 MI SW FROM PLACENTIA.
 DX2770'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2770'RAILWAY FROM THE RAILWAY STATION AT PLACENTIA TO THE CROSSING
 DX2770'AT PLACENTIA AVENUE, 33.5 FEET EAST OF THE CENTER LINE OF THE
 DX2770'AVENUE, 63 FEET NORTH OF TELEPHONE POLE NUMBER 783832H, 53 FEET
 DX2770'SOUTH OF A FIRE PLUG, 87 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 DX2770'TRACK, SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE CATCH
 DX2770'BASIN, 0.90 OF A FOOT HIGHER THAN THE GUTTER.
 DX2770
 DX2770                          STATION RECOVERY (2008)
 DX2770
 DX2770'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 DX2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2247 ***********************************************************************
 DX2247  DESIGNATION -  404 15
 DX2247  PID         -  DX2247
 DX2247  STATE/COUNTY-  CA/ORANGE
 DX2247  USGS QUAD   -  ORANGE (1981)
 DX2247
 DX2247                         *CURRENT SURVEY CONTROL
 DX2247  ___________________________________________________________________
 DX2247* NAD 83(1986)-  33 52 07.     (N)    117 52 16.     (W)     SCALED    
 DX2247* NAVD 88     -        70.94   (+/-2cm)     232.7    (feet)  VERTCON   
 DX2247  ___________________________________________________________________
 DX2247  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DX2247  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2247
 DX2247.The horizontal coordinates were scaled from a topographic map and have
 DX2247.an estimated accuracy of +/- 6 seconds.
 DX2247
 DX2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2247.The vertical order pertains to the NGVD 29 superseded value.
 DX2247
 DX2247.The geoid height was determined by GEOID03.
 DX2247
 DX2247;                    North         East    Units  Estimated Accuracy
 DX2247;SPC CA 6     -   689,920.    1,850,010.      MT  (+/- 180 meters Scaled)
 DX2247
 DX2247                          SUPERSEDED SURVEY CONTROL
 DX2247
 DX2247  NGVD 29 (??/??/??)   70.204  (m)          230.33   (f) ADJUSTED    1 1
 DX2247
 DX2247.Superseded values are not recommended for survey control.
 DX2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2247.See file dsdata.txt to determine how the superseded data were derived.
 DX2247
 DX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT194479(NAD 83)
 DX2247_MARKER: DD = SURVEY DISK
 DX2247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2247_SP_SET: CONCRETE BLOCK
 DX2247_STAMPING: 404-15-68
 DX2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2247
 DX2247  HISTORY     - Date     Condition        Report By
 DX2247  HISTORY     - 1968     MONUMENTED       CA-059
 DX2247  HISTORY     - 20040131 MARK NOT FOUND   GEOCAC
 DX2247
 DX2247                          STATION DESCRIPTION
 DX2247
 DX2247'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2247'AT PLACENTIA.
 DX2247'AT THE RAILWAY STATION IN PLACENTIA, 24.2 FEET SOUTHEAST OF THE
 DX2247'CENTER LINE OF BRADFORD AVENUE, 71 FEET SOUTHWEST OF THE SOUTHWEST
 DX2247'CORNER OF THE RAILWAY STATION, 27.5 FEET NORTH OF THE NORTH RAIL
 DX2247'OF THE NORTH TRACK, IN THE SOUTHWEST CORNER OF THE STATION LAWN,
 DX2247'SET IN THE NORTHEAST PART OF A 2 FOOT BY 2 FOOT CONCRETE BLOCK
 DX2247'FLUSH WITH THE LAWN, ABOUT LEVEL WITH THE AVENUE.
 DX2247
 DX2247                          STATION RECOVERY (2004)
 DX2247
 DX2247'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX2247'NOT FOUND.  PLACENTIA RAIL STATION TORN DOWN IN 1971.  OTHER CHANGES
 DX2247'IN THE AREA.  MARK LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2249 ***********************************************************************
 DX2249  DESIGNATION -  404 15 A
 DX2249  PID         -  DX2249
 DX2249  STATE/COUNTY-  CA/ORANGE
 DX2249  USGS QUAD   -  ORANGE (1981)
 DX2249
 DX2249                         *CURRENT SURVEY CONTROL
 DX2249  ___________________________________________________________________
 DX2249* NAD 83(1986)-  33 52 05.     (N)    117 51 57.     (W)     SCALED    
 DX2249* NAVD 88     -        71.63   (+/-2cm)     235.0    (feet)  VERTCON   
 DX2249  ___________________________________________________________________
 DX2249  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX2249  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2249
 DX2249.The horizontal coordinates were scaled from a topographic map and have
 DX2249.an estimated accuracy of +/- 6 seconds.
 DX2249
 DX2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2249.The vertical order pertains to the NGVD 29 superseded value.
 DX2249
 DX2249.The geoid height was determined by GEOID03.
 DX2249
 DX2249;                    North         East    Units  Estimated Accuracy
 DX2249;SPC CA 6     -   689,850.    1,850,500.      MT  (+/- 180 meters Scaled)
 DX2249
 DX2249                          SUPERSEDED SURVEY CONTROL
 DX2249
 DX2249  NGVD 29 (??/??/??)   70.887  (m)          232.57   (f) ADJUSTED    1 1
 DX2249
 DX2249.Superseded values are not recommended for survey control.
 DX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2249.See file dsdata.txt to determine how the superseded data were derived.
 DX2249
 DX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT199478(NAD 83)
 DX2249_MARKER: DD = SURVEY DISK
 DX2249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2249_SP_SET: HEADWALL
 DX2249_STAMPING: 404-15A-68
 DX2249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2249
 DX2249  HISTORY     - Date     Condition        Report By
 DX2249  HISTORY     - 1968     MONUMENTED       CA-059
 DX2249  HISTORY     - 20040131 MARK NOT FOUND   GEOCAC
 DX2249  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2249
 DX2249                          STATION DESCRIPTION
 DX2249
 DX2249'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2249'0.3 MI E FROM PLACENTIA.
 DX2249'0.30 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2249'FROM THE RAILWAY STATION AT PLACENTIA TO THE ABANDONED CROSSING
 DX2249'OF ANGELINA AVENUE, 108 FEET EAST ALONG THE RAILWAY FROM THE
 DX2249'CENTER LINE PROLONGATION OF THE AVENUE, 16.5 FEET NORTH OF THE
 DX2249'CENTER LINE OF CROWTHER AVENUE, 30 FEET SOUTH OF THE SOUTH RAIL
 DX2249'OF THE SOUTH TRACK, SET IN THE TOP OF AND 1.9 FEET EAST OF THE
 DX2249'WEST END OF A CONCRETE HEADWALL, 5.6 FEET LOWER THAN THE RAIL.
 DX2249
 DX2249                          STATION RECOVERY (2004)
 DX2249
 DX2249'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX2249'MARK NOT FOUND. HEADWALL NOT FOUND.  LIKELY DESTROYED BY RAILROAD
 DX2249'EXPANSION.
 DX2249
 DX2249                          STATION RECOVERY (2006)
 DX2249
 DX2249'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2251 ***********************************************************************
 DX2251  DESIGNATION -  404 17
 DX2251  PID         -  DX2251
 DX2251  STATE/COUNTY-  CA/ORANGE
 DX2251  USGS QUAD   -  ORANGE (1981)
 DX2251
 DX2251                         *CURRENT SURVEY CONTROL
 DX2251  ___________________________________________________________________
 DX2251* NAD 83(1986)-  33 52 03.     (N)    117 51 06.     (W)     SCALED    
 DX2251* NAVD 88     -        71.45   (+/-2cm)     234.4    (feet)  VERTCON   
 DX2251  ___________________________________________________________________
 DX2251  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DX2251  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2251
 DX2251.The horizontal coordinates were scaled from a topographic map and have
 DX2251.an estimated accuracy of +/- 6 seconds.
 DX2251
 DX2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2251.The vertical order pertains to the NGVD 29 superseded value.
 DX2251
 DX2251.The geoid height was determined by GEOID03.
 DX2251
 DX2251;                    North         East    Units  Estimated Accuracy
 DX2251;SPC CA 6     -   689,770.    1,851,810.      MT  (+/- 180 meters Scaled)
 DX2251
 DX2251                          SUPERSEDED SURVEY CONTROL
 DX2251
 DX2251  NGVD 29 (??/??/??)   70.703  (m)          231.96   (f) ADJUSTED    1 1
 DX2251
 DX2251.Superseded values are not recommended for survey control.
 DX2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2251.See file dsdata.txt to determine how the superseded data were derived.
 DX2251
 DX2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT212477(NAD 83)
 DX2251_MARKER: DD = SURVEY DISK
 DX2251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2251_SP_SET: CONCRETE DROP INLET
 DX2251_STAMPING: 404-17-68
 DX2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2251
 DX2251  HISTORY     - Date     Condition        Report By
 DX2251  HISTORY     - 1968     MONUMENTED       CA-059
 DX2251
 DX2251                          STATION DESCRIPTION
 DX2251
 DX2251'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2251'1.2 MI E FROM PLACENTIA.
 DX2251'1.15 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2251'FROM THE RAILWAY STATION AT PLACENTIA TO THE INTERSECTION OF
 DX2251'CROWTHER AVENUE AND ORANGETHORPE AVENUE, 44.5 FEET WEST ALONG
 DX2251'THE CURB ON THE NORTH SIDE OF CROWTHER FROM THE NORTH PROLONGATION
 DX2251'OF THE CENTER LINE OF MILLER STREET RUNNING SOUTH FROM
 DX2251'ORANGETHORPE AVENUE, 22 FEET NORTH OF THE CENTER LINE OF CROWTHER
 DX2251'AVENUE, 3.5 FEET EAST OF THE END OF THE CURB, 37.7 FEET SOUTH
 DX2251'OF THE SOUTH RAIL OF THE SOUTH TRACK, 0.80 OF A FOOT NORTH OF
 DX2251'THE FACE OF THE CURB, SET IN THE TOP OF THE NORTHEAST CORNER
 DX2251'OF A CONCRETE DROP INLET, 0.70 OF A FOOT HIGHER THAN THE GUTTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2252 ***********************************************************************
 DX2252  DESIGNATION -  404 18
 DX2252  PID         -  DX2252
 DX2252  STATE/COUNTY-  CA/ORANGE
 DX2252  USGS QUAD   -  ORANGE (1981)
 DX2252
 DX2252                         *CURRENT SURVEY CONTROL
 DX2252  ___________________________________________________________________
 DX2252* NAD 83(1986)-  33 52 03.     (N)    117 50 31.     (W)     SCALED    
 DX2252* NAVD 88     -        73.09   (+/-2cm)     239.8    (feet)  VERTCON   
 DX2252  ___________________________________________________________________
 DX2252  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DX2252  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2252
 DX2252.The horizontal coordinates were scaled from a topographic map and have
 DX2252.an estimated accuracy of +/- 6 seconds.
 DX2252
 DX2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2252.The vertical order pertains to the NGVD 29 superseded value.
 DX2252
 DX2252.The geoid height was determined by GEOID03.
 DX2252
 DX2252;                    North         East    Units  Estimated Accuracy
 DX2252;SPC CA 6     -   689,760.    1,852,710.      MT  (+/- 180 meters Scaled)
 DX2252
 DX2252                          SUPERSEDED SURVEY CONTROL
 DX2252
 DX2252  NGVD 29 (??/??/??)   72.343  (m)          237.35   (f) ADJUSTED    1 1
 DX2252
 DX2252.Superseded values are not recommended for survey control.
 DX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2252.See file dsdata.txt to determine how the superseded data were derived.
 DX2252
 DX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221477(NAD 83)
 DX2252_MARKER: DD = SURVEY DISK
 DX2252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2252_SP_SET: HEADWALL
 DX2252_STAMPING: 404-18-68
 DX2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2252
 DX2252  HISTORY     - Date     Condition        Report By
 DX2252  HISTORY     - 1968     MONUMENTED       CA-059
 DX2252
 DX2252                          STATION DESCRIPTION
 DX2252
 DX2252'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2252'0.6 MI W FROM ATWOOD.
 DX2252'0.65 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2252'FROM THE POST OFFICE IN ATWOOD TO ITS INTERSECTION WITH THE
 DX2252'PROLONGATION OF LINDA VISTA STREET, 170 FEET EAST ALONG THE
 DX2252'RAILWAY FROM THE CENTER LINE PROLONGATION OF THE STREET, 15.3
 DX2252'FEET SOUTH OF THE CENTER LINE OF ORANGETHORPE AVENUE, 30.3 FEET
 DX2252'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF
 DX2252'AND 2.7 FEET WEST OF THE EAST END OF A CONCRETE HEADWALL, LEVEL
 DX2252'WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2254 ***********************************************************************
 DX2254  DESIGNATION -  404 19
 DX2254  PID         -  DX2254
 DX2254  STATE/COUNTY-  CA/ORANGE
 DX2254  USGS QUAD   -  ORANGE (1981)
 DX2254
 DX2254                         *CURRENT SURVEY CONTROL
 DX2254  ___________________________________________________________________
 DX2254* NAD 83(1986)-  33 52 10.     (N)    117 50 13.     (W)     SCALED    
 DX2254* NAVD 88     -        73.72   (+/-2cm)     241.9    (feet)  VERTCON   
 DX2254  ___________________________________________________________________
 DX2254  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DX2254  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2254
 DX2254.The horizontal coordinates were scaled from a topographic map and have
 DX2254.an estimated accuracy of +/- 6 seconds.
 DX2254
 DX2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2254.The vertical order pertains to the NGVD 29 superseded value.
 DX2254
 DX2254.The geoid height was determined by GEOID03.
 DX2254
 DX2254;                    North         East    Units  Estimated Accuracy
 DX2254;SPC CA 6     -   689,970.    1,853,170.      MT  (+/- 180 meters Scaled)
 DX2254
 DX2254                          SUPERSEDED SURVEY CONTROL
 DX2254
 DX2254  NGVD 29 (??/??/??)   72.974  (m)          239.42   (f) ADJUSTED    1 1
 DX2254
 DX2254.Superseded values are not recommended for survey control.
 DX2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2254.See file dsdata.txt to determine how the superseded data were derived.
 DX2254
 DX2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT225479(NAD 83)
 DX2254_MARKER: DD = SURVEY DISK
 DX2254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2254_SP_SET: HEADWALL
 DX2254_STAMPING: 404-19-68
 DX2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2254
 DX2254  HISTORY     - Date     Condition        Report By
 DX2254  HISTORY     - 1968     MONUMENTED       CA-059
 DX2254
 DX2254                          STATION DESCRIPTION
 DX2254
 DX2254'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2254'0.4 MI W FROM ATWOOD.
 DX2254'0.35 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2254'FROM THE POST OFFICE IN ATWOOD TO THE JEFFERSON STREET CROSSING,
 DX2254'463 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 47 FEET
 DX2254'WEST OF THE CENTER LINE OF THE STREET, 0.30 OF A FOOT SOUTH OF
 DX2254'A 5 FOOT HIGH CHAIN LINK FENCE, SET IN THE TOP OF AND 1.3 FEET
 DX2254'SOUTHWEST OF THE NORTHEAST END OF A CONCRETE HEADWALL OF A DRAIN
 DX2254'INLET INTO A FLOOD CONTROL CHANNEL, ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3322 ***********************************************************************
 DX3322  DESIGNATION -  404 2
 DX3322  PID         -  DX3322
 DX3322  STATE/COUNTY-  CA/ORANGE
 DX3322  USGS QUAD   -  LA HABRA (1981)
 DX3322
 DX3322                         *CURRENT SURVEY CONTROL
 DX3322  ___________________________________________________________________
 DX3322* NAD 83(1986)-  33 52 33.     (N)    117 59 10.     (W)     SCALED    
 DX3322* NAVD 88     -        28.47   (+/-2cm)      93.4    (feet)  VERTCON   
 DX3322  ___________________________________________________________________
 DX3322  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DX3322  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX3322
 DX3322.The horizontal coordinates were scaled from a topographic map and have
 DX3322.an estimated accuracy of +/- 6 seconds.
 DX3322
 DX3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3322.The vertical order pertains to the NGVD 29 superseded value.
 DX3322
 DX3322.The geoid height was determined by GEOID03.
 DX3322
 DX3322;                    North         East    Units  Estimated Accuracy
 DX3322;SPC CA 6     -   690,890.    1,839,380.      MT  (+/- 180 meters Scaled)
 DX3322
 DX3322                          SUPERSEDED SURVEY CONTROL
 DX3322
 DX3322  NGVD 29 (??/??/??)   27.768  (m)           91.10   (f) ADJUSTED    1 1
 DX3322
 DX3322.Superseded values are not recommended for survey control.
 DX3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3322.See file dsdata.txt to determine how the superseded data were derived.
 DX3322
 DX3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT088488(NAD 83)
 DX3322_MARKER: DD = SURVEY DISK
 DX3322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3322_SP_SET: CONCRETE BASE
 DX3322_STAMPING: 404-2-68
 DX3322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3322
 DX3322  HISTORY     - Date     Condition        Report By
 DX3322  HISTORY     - 1968     MONUMENTED       CA-059
 DX3322
 DX3322                          STATION DESCRIPTION
 DX3322
 DX3322'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX3322'0.7 MI SE FROM BUENA PARK.
 DX3322'0.70 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX3322'RAILWAY FROM THE RAILWAY OVER CROSSING OF BEACH BOULEVARD (HIGHWAY 39)
 DX3322'AT BUENA PARK TO THE CROSSING AT DALE STREET, ABOUT 86.5 FEET
 DX3322'SOUTHEAST OF THE CENTER LINE OF THE STREET, 8.5 FEET NORTHEAST
 DX3322'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, SET IN THE TOP ON
 DX3322'THE SOUTHEAST SIDE OF THE CONCRETE BASE FOR THE NORTHEAST LEG
 DX3322'(NUMBER 1611) OF FOUR LEGS FOR A SEMAPHORE ACROSS THE TRACK,
 DX3322'ABOUT 3.5 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2248 ***********************************************************************
 DX2248  DESIGNATION -  404 20
 DX2248  PID         -  DX2248
 DX2248  STATE/COUNTY-  CA/ORANGE
 DX2248  USGS QUAD   -  ORANGE (1981)
 DX2248
 DX2248                         *CURRENT SURVEY CONTROL
 DX2248  ___________________________________________________________________
 DX2248* NAD 83(1986)-  33 52 08.     (N)    117 52 16.     (W)     SCALED    
 DX2248* NAVD 88     -        70.93   (+/-2cm)     232.7    (feet)  VERTCON   
 DX2248  ___________________________________________________________________
 DX2248  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DX2248  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2248
 DX2248.The horizontal coordinates were scaled from a topographic map and have
 DX2248.an estimated accuracy of +/- 6 seconds.
 DX2248
 DX2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2248.The vertical order pertains to the NGVD 29 superseded value.
 DX2248
 DX2248.The geoid height was determined by GEOID03.
 DX2248
 DX2248;                    North         East    Units  Estimated Accuracy
 DX2248;SPC CA 6     -   689,950.    1,850,010.      MT  (+/- 180 meters Scaled)
 DX2248
 DX2248                          SUPERSEDED SURVEY CONTROL
 DX2248
 DX2248  NGVD 29 (??/??/92)   70.19   (m)          230.3    (f) COMPUTED    1 1
 DX2248
 DX2248.Superseded values are not recommended for survey control.
 DX2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2248.See file dsdata.txt to determine how the superseded data were derived.
 DX2248
 DX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT194479(NAD 83)
 DX2248_MARKER: P = PIPE CAP
 DX2248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2248_SP_SET: CATCH BASIN
 DX2248_STAMPING: 404 20 74
 DX2248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2248+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2004
 DX2248
 DX2248  HISTORY     - Date     Condition        Report By
 DX2248  HISTORY     - 1974     MONUMENTED       CA-059
 DX2248  HISTORY     - 20040131 GOOD             GEOCAC
 DX2248  HISTORY     - 20061111 MARK NOT FOUND   CA-059
 DX2248
 DX2248                          STATION DESCRIPTION
 DX2248
 DX2248'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2248'IN PLACENTIA.
 DX2248'261 FEET NORTHEASTERLY ALONG BRADFORD AVENUE FROM THE T INTERSECTION
 DX2248'OF BRADFORD AVENUE AND CRAWTHER AVENUE, 26.5 FEET NORTH OF THE MOST
 DX2248'NORTHERLY RAIL OF THE ATCHISAN, TOPEKA, AND SANTA FE RAILROAD TRACK,
 DX2248'32 FEET EAST OF THE CENTERLINE OF BRADFORD AVENUE, 50 FEET SOUTH OF A
 DX2248'LIGHT STANDARD NO NUMBER, SET ON TOP OF A 4 FOOT BY 15 FOOT CONCRTETE
 DX2248
 DX2248                          STATION RECOVERY (2004)
 DX2248
 DX2248'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX2248'RECOVERED IN GOOD CONDITION.
 DX2248
 DX2248                          STATION RECOVERY (2006)
 DX2248
 DX2248'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2253 ***********************************************************************
 DX2253  DESIGNATION -  404 21
 DX2253  PID         -  DX2253
 DX2253  STATE/COUNTY-  CA/ORANGE
 DX2253  USGS QUAD   -  ORANGE (1981)
 DX2253
 DX2253                         *CURRENT SURVEY CONTROL
 DX2253  ___________________________________________________________________
 DX2253* NAD 83(1986)-  33 52 03.     (N)    117 50 31.     (W)     SCALED    
 DX2253* NAVD 88     -        72.92   (+/-2cm)     239.2    (feet)  VERTCON   
 DX2253  ___________________________________________________________________
 DX2253  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DX2253  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2253
 DX2253.The horizontal coordinates were scaled from a topographic map and have
 DX2253.an estimated accuracy of +/- 6 seconds.
 DX2253
 DX2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2253.The vertical order pertains to the NGVD 29 superseded value.
 DX2253
 DX2253.The geoid height was determined by GEOID03.
 DX2253
 DX2253;                    North         East    Units  Estimated Accuracy
 DX2253;SPC CA 6     -   689,760.    1,852,710.      MT  (+/- 180 meters Scaled)
 DX2253
 DX2253                          SUPERSEDED SURVEY CONTROL
 DX2253
 DX2253  NGVD 29 (??/??/92)   72.17   (m)          236.8    (f) COMPUTED    1 1
 DX2253
 DX2253.Superseded values are not recommended for survey control.
 DX2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2253.See file dsdata.txt to determine how the superseded data were derived.
 DX2253
 DX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221477(NAD 83)
 DX2253_MARKER: P = PIPE CAP
 DX2253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2253_SP_SET: CATCH BASIN
 DX2253_STAMPING: 404 21 74
 DX2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2253
 DX2253  HISTORY     - Date     Condition        Report By
 DX2253  HISTORY     - 1974     MONUMENTED       CA-059
 DX2253  HISTORY     - 20061111 MARK NOT FOUND   CA-059
 DX2253
 DX2253                          STATION DESCRIPTION
 DX2253
 DX2253'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974
 DX2253'IN ATWOOD.
 DX2253'LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF ORANGETHORPE
 DX2253'AVENUE AND ROSE DRIVE, 95 FEET EAST OF THE CENTERLINE OF ROSE DRIVE,
 DX2253'46 FEET SOUTH OF THE CENTERLINE OF ORAGETHORPE AVENUE, 24 FEET NORTH-
 DX2253'WEST OF A TELEPHONE POLE NO NUMBER, 19 FEET NORTH OF THE MOST NORTHLY
 DX2253'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD TRACK, SET AT THE
 DX2253'SOUTHWEST CORNER OF A 4 FOOT BY 4 FOOT CONCRETE CATCH BASIN, AND 0.6
 DX2253'FEET ABOVE THE ROADWAY.
 DX2253
 DX2253                          STATION RECOVERY (2006)
 DX2253
 DX2253'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2343 ***********************************************************************
 DX2343  DESIGNATION -  404 3
 DX2343  PID         -  DX2343
 DX2343  STATE/COUNTY-  CA/ORANGE
 DX2343  USGS QUAD   -  ANAHEIM (1981)
 DX2343
 DX2343                         *CURRENT SURVEY CONTROL
 DX2343  ___________________________________________________________________
 DX2343* NAD 83(1986)-  33 52 25.     (N)    117 58 55.     (W)     SCALED    
 DX2343* NAVD 88     -        28.48   (+/-2cm)      93.4    (feet)  VERTCON   
 DX2343  ___________________________________________________________________
 DX2343  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DX2343  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2343
 DX2343.The horizontal coordinates were scaled from a topographic map and have
 DX2343.an estimated accuracy of +/- 6 seconds.
 DX2343
 DX2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2343.The vertical order pertains to the NGVD 29 superseded value.
 DX2343
 DX2343.The geoid height was determined by GEOID03.
 DX2343
 DX2343;                    North         East    Units  Estimated Accuracy
 DX2343;SPC CA 6     -   690,640.    1,839,770.      MT  (+/- 180 meters Scaled)
 DX2343
 DX2343                          SUPERSEDED SURVEY CONTROL
 DX2343
 DX2343  NGVD 29 (??/??/??)   27.784  (m)           91.15   (f) ADJUSTED    1 1
 DX2343
 DX2343.Superseded values are not recommended for survey control.
 DX2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2343.See file dsdata.txt to determine how the superseded data were derived.
 DX2343
 DX2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT091485(NAD 83)
 DX2343_MARKER: DD = SURVEY DISK
 DX2343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2343_SP_SET: CONCRETE BASE
 DX2343_STAMPING: 404-3-68
 DX2343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2343
 DX2343  HISTORY     - Date     Condition        Report By
 DX2343  HISTORY     - 1968     MONUMENTED       CA-059
 DX2343
 DX2343                          STATION DESCRIPTION
 DX2343
 DX2343'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2343'3.5 MI NW FROM FULLERTON.
 DX2343'3.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2343'RAILWAY FROM THE RAILWAY STATION AT FULLERTON, 0.95 MILE SOUTHEAST
 DX2343'ALONG THE RAILWAY FROM THE RAILWAY OVERCROSSING OF BEACH
 DX2343'BOULEVARD (HIGHWAY 39) AT BUENA PARK, 21.5 FEET SOUTHEAST OF A
 DX2343'1.5 FOOT BY 2.5 FOOT METAL BOX 4 FEET HIGH, ABOUT 200 FEET
 DX2343'NORTHWEST OF A RAILWAY SWITCH, ABOUT 380 FEET SOUTHEAST OF A
 DX2343'WHISTLE POST, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DX2343'SECOND WHISTLE POST, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 DX2343'OF THE SECOND TRACK SOUTHWEST OF THE NORTHEAST EDGE OF THE
 DX2343'RAILWAY, IN BETWEEN A MAIN LINE TRACK AND A SIDING TRACK, SET
 DX2343'IN THE TOP OF THE NORTHEAST SIDE OF A 3 FOOT BY 2.5 FOOT ABANDONED
 DX2343'CONCRETE SIGNAL BASE, 0.40 OF A FOOT HIGHER THAN THE TRACK,
 DX2343'1 FOOT HIGHER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2344 ***********************************************************************
 DX2344  DESIGNATION -  404 4
 DX2344  PID         -  DX2344
 DX2344  STATE/COUNTY-  CA/ORANGE
 DX2344  USGS QUAD   -  ANAHEIM (1981)
 DX2344
 DX2344                         *CURRENT SURVEY CONTROL
 DX2344  ___________________________________________________________________
 DX2344* NAD 83(1986)-  33 52 23.     (N)    117 58 32.     (W)     SCALED    
 DX2344* NAVD 88     -        28.83   (+/-2cm)      94.6    (feet)  VERTCON   
 DX2344  ___________________________________________________________________
 DX2344  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DX2344  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2344
 DX2344.The horizontal coordinates were scaled from a topographic map and have
 DX2344.an estimated accuracy of +/- 6 seconds.
 DX2344
 DX2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2344.The vertical order pertains to the NGVD 29 superseded value.
 DX2344
 DX2344.The geoid height was determined by GEOID03.
 DX2344
 DX2344;                    North         East    Units  Estimated Accuracy
 DX2344;SPC CA 6     -   690,570.    1,840,360.      MT  (+/- 180 meters Scaled)
 DX2344
 DX2344                          SUPERSEDED SURVEY CONTROL
 DX2344
 DX2344  NGVD 29 (??/??/??)   28.128  (m)           92.28   (f) ADJUSTED    1 1
 DX2344
 DX2344.Superseded values are not recommended for survey control.
 DX2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2344.See file dsdata.txt to determine how the superseded data were derived.
 DX2344
 DX2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT097485(NAD 83)
 DX2344_MARKER: DD = SURVEY DISK
 DX2344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2344_SP_SET: DRAIN DITCH
 DX2344_STAMPING: 404-4-68
 DX2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2344
 DX2344  HISTORY     - Date     Condition        Report By
 DX2344  HISTORY     - 1968     MONUMENTED       CA-059
 DX2344
 DX2344                          STATION DESCRIPTION
 DX2344
 DX2344'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2344'3.2 MI NW FROM FULLERTON.
 DX2344'3.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2344'RAILWAY FROM THE RAILWAY STATION AT FULLERTON, ABOUT AT THE
 DX2344'BEGINNING OF A CURVE GOING WEST ON ARTESIA AVENUE, ABOUT 260
 DX2344'FEET EAST ALONG THE AVENUE FROM THE ENTRANCE GATE INTO THE
 DX2344'FULLERTON AIR FIELD, 20.5 FEET NORTHEAST OF THE CENTER LINE
 DX2344'OF THE AVENUE, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DX2344'SECOND TRACK SOUTHWEST OF THE NORTHEAST EDGE OF THE RAILWAY,
 DX2344'34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2 FOOT BY 3 FOOT
 DX2344'METAL BOX 3.5 FEET HIGH, SET IN THE TOP OF A CONCRETE RETAINING
 DX2344'WALL FOR A DRAIN DITCH, 1 FOOT HIGHER THAN THE GUTTER, 1.2
 DX2344'FEET NORTH OF THE FACE OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2345 ***********************************************************************
 DX2345  DESIGNATION -  404 5
 DX2345  PID         -  DX2345
 DX2345  STATE/COUNTY-  CA/ORANGE
 DX2345  USGS QUAD   -  ANAHEIM (1981)
 DX2345
 DX2345                         *CURRENT SURVEY CONTROL
 DX2345  ___________________________________________________________________
 DX2345* NAD 83(1986)-  33 52 17.     (N)    117 58 04.     (W)     SCALED    
 DX2345* NAVD 88     -        32.76   (+/-2cm)     107.5    (feet)  VERTCON   
 DX2345  ___________________________________________________________________
 DX2345  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DX2345  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2345
 DX2345.The horizontal coordinates were scaled from a topographic map and have
 DX2345.an estimated accuracy of +/- 6 seconds.
 DX2345
 DX2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2345.The vertical order pertains to the NGVD 29 superseded value.
 DX2345
 DX2345.The geoid height was determined by GEOID03.
 DX2345
 DX2345;                    North         East    Units  Estimated Accuracy
 DX2345;SPC CA 6     -   690,370.    1,841,070.      MT  (+/- 180 meters Scaled)
 DX2345
 DX2345                          SUPERSEDED SURVEY CONTROL
 DX2345
 DX2345  NGVD 29 (??/??/??)   32.066  (m)          105.20   (f) ADJUSTED    1 1
 DX2345
 DX2345.Superseded values are not recommended for survey control.
 DX2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2345.See file dsdata.txt to determine how the superseded data were derived.
 DX2345
 DX2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT104483(NAD 83)
 DX2345_MARKER: DD = SURVEY DISK
 DX2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2345_SP_SET: HEADWALL
 DX2345_STAMPING: 404-5-68
 DX2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2345
 DX2345  HISTORY     - Date     Condition        Report By
 DX2345  HISTORY     - 1968     MONUMENTED       CA-059
 DX2345
 DX2345                          STATION DESCRIPTION
 DX2345
 DX2345'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2345'2.6 MI NW FROM FULLERTON.
 DX2345'2.65 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2345'RAILWAY FROM THE RAILWAY STATION AT FULLERTON TO THE CROSSING
 DX2345'AT GILBERT STREET, 39.5 FEET NORTH OF THE SOUTHEAST PROLONGATION
 DX2345'OF THE CENTER LINE OF ARTESIA AVENUE, 38 FEET EAST OF THE CENTER
 DX2345'LINE OF GILBERT STREET, 23 FEET NORTH OF A TRAFFIC SIGNAL AND
 DX2345'STREET LIGHT POLE (NO NUMBER), 24.5 FEET SOUTH OF THE SOUTHWEST
 DX2345'RAIL OF THE THIRD TRACK SOUTHWEST OF THE NORTHEAST EDGE OF THE
 DX2345'RAILWAY, SET IN THE TOP OF THE CENTER OF A CONCRETE HEADWALL,
 DX2345'ABOUT LEVEL WITH THE TRACK AND THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2346 ***********************************************************************
 DX2346  DESIGNATION -  404 6
 DX2346  PID         -  DX2346
 DX2346  STATE/COUNTY-  CA/ORANGE
 DX2346  USGS QUAD   -  ANAHEIM (1981)
 DX2346
 DX2346                         *CURRENT SURVEY CONTROL
 DX2346  ___________________________________________________________________
 DX2346* NAD 83(1986)-  33 52 13.     (N)    117 57 34.     (W)     SCALED    
 DX2346* NAVD 88     -        34.65   (+/-2cm)     113.7    (feet)  VERTCON   
 DX2346  ___________________________________________________________________
 DX2346  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DX2346  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2346
 DX2346.The horizontal coordinates were scaled from a topographic map and have
 DX2346.an estimated accuracy of +/- 6 seconds.
 DX2346
 DX2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2346.The vertical order pertains to the NGVD 29 superseded value.
 DX2346
 DX2346.The geoid height was determined by GEOID03.
 DX2346
 DX2346;                    North         East    Units  Estimated Accuracy
 DX2346;SPC CA 6     -   690,240.    1,841,840.      MT  (+/- 180 meters Scaled)
 DX2346
 DX2346                          SUPERSEDED SURVEY CONTROL
 DX2346
 DX2346  NGVD 29 (??/??/??)   33.953  (m)          111.39   (f) ADJUSTED    1 1
 DX2346
 DX2346.Superseded values are not recommended for survey control.
 DX2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2346.See file dsdata.txt to determine how the superseded data were derived.
 DX2346
 DX2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT112481(NAD 83)
 DX2346_MARKER: DD = SURVEY DISK
 DX2346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2346_SP_SET: CATCH BASIN
 DX2346_STAMPING: 404-6-68
 DX2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2346
 DX2346  HISTORY     - Date     Condition        Report By
 DX2346  HISTORY     - 1968     MONUMENTED       CA-059
 DX2346
 DX2346                          STATION DESCRIPTION
 DX2346
 DX2346'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2346'2.1 MI NW FROM FULLERTON.
 DX2346'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2346'RAILWAY FROM THE STATION AT FULLERTON TO THE INTERSECTION OF
 DX2346'THE PROLONGATION OF BROOKHURST ROAD AND THE RAILWAY, 28 FEET
 DX2346'EAST OF THE CENTER LINE PROLONGATION OF THE ROAD, 18 FEET
 DX2346'NORTH OF THE NORTH RAIL OF THE FIRST TRACK SOUTH OF THE NORTH
 DX2346'EDGE OF THE RAILWAY, 9 FEET SOUTHEAST OF POWER POLE NUMBER 1222499E,
 DX2346'SET IN THE SOUTHEAST CORNER OF A 4 FOOT BY 4 FOOT CONCRETE
 DX2346'CATCH BASIN, ABOUT 1.6 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2348 ***********************************************************************
 DX2348  DESIGNATION -  404 7
 DX2348  PID         -  DX2348
 DX2348  STATE/COUNTY-  CA/ORANGE
 DX2348  USGS QUAD   -  ANAHEIM (1981)
 DX2348
 DX2348                         *CURRENT SURVEY CONTROL
 DX2348  ___________________________________________________________________
 DX2348* NAD 83(1986)-  33 52 05.     (N)    117 57 03.     (W)     SCALED    
 DX2348* NAVD 88     -        37.43   (+/-2cm)     122.8    (feet)  VERTCON   
 DX2348  ___________________________________________________________________
 DX2348  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DX2348  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2348
 DX2348.The horizontal coordinates were scaled from a topographic map and have
 DX2348.an estimated accuracy of +/- 6 seconds.
 DX2348
 DX2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2348.The vertical order pertains to the NGVD 29 superseded value.
 DX2348
 DX2348.The geoid height was determined by GEOID03.
 DX2348
 DX2348;                    North         East    Units  Estimated Accuracy
 DX2348;SPC CA 6     -   689,980.    1,842,630.      MT  (+/- 180 meters Scaled)
 DX2348
 DX2348                          SUPERSEDED SURVEY CONTROL
 DX2348
 DX2348  NGVD 29 (??/??/??)   36.739  (m)          120.53   (f) ADJUSTED    1 1
 DX2348
 DX2348.Superseded values are not recommended for survey control.
 DX2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2348.See file dsdata.txt to determine how the superseded data were derived.
 DX2348
 DX2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT120479(NAD 83)
 DX2348_MARKER: DD = SURVEY DISK
 DX2348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2348_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2348_STAMPING: 404-7-68
 DX2348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2348
 DX2348  HISTORY     - Date     Condition        Report By
 DX2348  HISTORY     - 1968     MONUMENTED       CA-059
 DX2348
 DX2348                          STATION DESCRIPTION
 DX2348
 DX2348'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2348'1.6 MI NW FROM FULLERTON.
 DX2348'1.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2348'RAILWAY FROM THE RAILWAY STATION AT FULLERTON TO ITS INTERSECTION
 DX2348'WITH THE NORTHERLY PROLONGATION OF BASQUE AVENUE FROM THE SOUTH,
 DX2348'ABOUT 0.15 OF A MILE NORTH OF VALENCIA DRIVE ON THE AVENUE TO
 DX2348'THE CONCRETE BRIDGE OVER A FLOOD CONTROL CHANNEL, 139 FEET
 DX2348'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILWAY TRACK,
 DX2348'174.5 FEET SOUTH OF THE SOUTH RAIL OF THE FOURTH TRACK SOUTH OF
 DX2348'THE NORTH EDGE OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 DX2348'23 FEET SOUTH OF A TRANSFORMER POLE (NO NUMBER), 25 FEET WEST
 DX2348'OF THE CENTER LINE OF THE AVENUE, 1 FOOT WEST OF THE NORTHWEST
 DX2348'CORNER OF THE BRIDGE, AT THE SOUTH FACE OF A CONCRETE RETAINING
 DX2348'WALL, SET IN THE TOP OF A 6 INCH CONCRETE FILLED IRON PIPE
 DX2348'FLUSH WITH THE TOP OF THE WALL, ABOUT 0.60 OF A FOOT HIGHER
 DX2348'THAN THE GUTTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2349 ***********************************************************************
 DX2349  DESIGNATION -  404 8
 DX2349  PID         -  DX2349
 DX2349  STATE/COUNTY-  CA/ORANGE
 DX2349  USGS QUAD   -  ANAHEIM (1981)
 DX2349
 DX2349                         *CURRENT SURVEY CONTROL
 DX2349  ___________________________________________________________________
 DX2349* NAD 83(1986)-  33 52 02.     (N)    117 56 30.     (W)     SCALED    
 DX2349* NAVD 88     -        41.07   (+/-2cm)     134.7    (feet)  VERTCON   
 DX2349  ___________________________________________________________________
 DX2349  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DX2349  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2349
 DX2349.The horizontal coordinates were scaled from a topographic map and have
 DX2349.an estimated accuracy of +/- 6 seconds.
 DX2349
 DX2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2349.The vertical order pertains to the NGVD 29 superseded value.
 DX2349
 DX2349.The geoid height was determined by GEOID03.
 DX2349
 DX2349;                    North         East    Units  Estimated Accuracy
 DX2349;SPC CA 6     -   689,870.    1,843,480.      MT  (+/- 180 meters Scaled)
 DX2349
 DX2349                          SUPERSEDED SURVEY CONTROL
 DX2349
 DX2349  NGVD 29 (??/??/??)   40.379  (m)          132.48   (f) ADJUSTED    1 1
 DX2349
 DX2349.Superseded values are not recommended for survey control.
 DX2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2349.See file dsdata.txt to determine how the superseded data were derived.
 DX2349
 DX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT129478(NAD 83)
 DX2349_MARKER: DD = SURVEY DISK
 DX2349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2349_SP_SET: BRIDGE
 DX2349_STAMPING: 404-8-68
 DX2349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2349
 DX2349  HISTORY     - Date     Condition        Report By
 DX2349  HISTORY     - 1968     MONUMENTED       CA-059
 DX2349
 DX2349                          STATION DESCRIPTION
 DX2349
 DX2349'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2349'1 MI NW FROM FULLERTON.
 DX2349'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2349'FROM THE STATION AT FULLERTON TO THE RAILWAY OVERCROSSING OF
 DX2349'EUCLID STREET, 38 FEET WEST OF THE CENTER LINE OF THE STREET,
 DX2349'21.3 FEET SOUTH OF THE SOUTH RAIL OF THE FOURTH TRACK SOUTH
 DX2349'OF THE NORTH EDGE OF THE RAILWAY, 0.50 OF A FOOT NORTHWEST OF THE
 DX2349'SOUTHWEST CORNER OF A 3 FOOT HIGH IRON GUARD FENCE ACROSS THE
 DX2349'CONCRETE BRIDGE, SET IN THE TOP OF A CONCRETE HEADWALL, ALSO
 DX2349'USED AS WALK ACROSS THE BRIDGE, 1.5 FEET SOUTH OF THE NORTH EDGE
 DX2349'OF THE HEADWALL, 1 FOOT HIGHER THAN THE GROUND, ABOUT LEVEL WITH
 DX2349'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2350 ***********************************************************************
 DX2350  DESIGNATION -  404 9
 DX2350  PID         -  DX2350
 DX2350  STATE/COUNTY-  CA/ORANGE
 DX2350  USGS QUAD   -  ANAHEIM (1981)
 DX2350
 DX2350                         *CURRENT SURVEY CONTROL
 DX2350  ___________________________________________________________________
 DX2350* NAD 83(1986)-  33 52 02.     (N)    117 55 57.     (W)     SCALED    
 DX2350* NAVD 88     -        44.63   (+/-2cm)     146.4    (feet)  VERTCON   
 DX2350  ___________________________________________________________________
 DX2350  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DX2350  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2350
 DX2350.The horizontal coordinates were scaled from a topographic map and have
 DX2350.an estimated accuracy of +/- 6 seconds.
 DX2350
 DX2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2350.The vertical order pertains to the NGVD 29 superseded value.
 DX2350
 DX2350.The geoid height was determined by GEOID03.
 DX2350
 DX2350;                    North         East    Units  Estimated Accuracy
 DX2350;SPC CA 6     -   689,860.    1,844,330.      MT  (+/- 180 meters Scaled)
 DX2350
 DX2350                          SUPERSEDED SURVEY CONTROL
 DX2350
 DX2350  NGVD 29 (??/??/??)   43.931  (m)          144.13   (f) ADJUSTED    1 1
 DX2350
 DX2350.Superseded values are not recommended for survey control.
 DX2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2350.See file dsdata.txt to determine how the superseded data were derived.
 DX2350
 DX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT137478(NAD 83)
 DX2350_MARKER: DD = SURVEY DISK
 DX2350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2350_SP_SET: CATCH BASIN
 DX2350_STAMPING: 404-9-68
 DX2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2350
 DX2350  HISTORY     - Date     Condition        Report By
 DX2350  HISTORY     - 1968     MONUMENTED       CA-059
 DX2350  HISTORY     - 20060309 MARK NOT FOUND   CA-059
 DX2350  HISTORY     - 20080127 MARK NOT FOUND   GEOCAC
 DX2350
 DX2350                          STATION DESCRIPTION
 DX2350
 DX2350'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968
 DX2350'0.5 MI W FROM FULLERTON.
 DX2350'0.50 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2350'FROM THE STATION AT FULLERTON TO ITS INTERSECTION WITH THE
 DX2350'PROLONGATION OF THE CENTER LINE OF RICHMAN AVENUE, 88 FEET NORTH
 DX2350'OF THE NORTH RAIL OF THE UNION PACIFIC RAILWAY, 162 FEET SOUTH OF
 DX2350'THE SOUTH RAIL OF THE SOUTH TRACK OF FIVE OF THE ATCHISON,
 DX2350'TOPEKA AND SANTA FE RAILWAY, 113 FEET SOUTH OF THE CENTER LINE
 DX2350'OF WALNUT AVENUE, 28.5 FEET WEST OF THE CENTER LINE OF RICHMAN
 DX2350'AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER OF A 5.5 LINE
 DX2350'OF RICHMAN AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 DX2350'5.5 FOOT BY 7 FOOT CONCRETE CATCH BASIN, 0.90 OF A FOOT HIGHER
 DX2350'THAN THE GUTTER.
 DX2350
 DX2350                          STATION RECOVERY (2006)
 DX2350
 DX2350'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2350'MARK NOT FOUND.
 DX2350
 DX2350                          STATION RECOVERY (2008)
 DX2350
 DX2350'RECOVERY NOTE BY GEOCACHING 2008 (LJK)
 DX2350'MARK NOT FOUND, AND THE ORANGE COUNTY SURVEYOR WEBSITE REPORTS IT
 DX2350'DESTROYED ON 11/20/2003.  IT HAS LIKELY BEEN REPLACED BY THE NEARBY
 DX2350'ORANGE COUNTY SURVEYOR BENCH MARK 404-30-05.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1003 ***********************************************************************
 FU1003  DESIGNATION -  404.440 USBR
 FU1003  PID         -  FU1003
 FU1003  STATE/COUNTY-  CA/KERN
 FU1003  USGS QUAD   -  MC FARLAND (1969)
 FU1003
 FU1003                         *CURRENT SURVEY CONTROL
 FU1003  ___________________________________________________________________
 FU1003* NAD 83(1986)-  35 41 22.     (N)    119 11 44.     (W)     SCALED    
 FU1003* NAVD 88     -       123.73   (+/-2cm)     405.9    (feet)  VERTCON   
 FU1003  ___________________________________________________________________
 FU1003  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 FU1003  VERT ORDER  -  THIRD (See Below)
 FU1003
 FU1003.The horizontal coordinates were scaled from a topographic map and have
 FU1003.an estimated accuracy of +/- 6 seconds.
 FU1003
 FU1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1003.The vertical order pertains to the NGVD 29 superseded value.
 FU1003
 FU1003.The geoid height was determined by GEOID03.
 FU1003
 FU1003;                    North         East    Units  Estimated Accuracy
 FU1003;SPC CA 5     -   743,520.    1,891,780.      MT  (+/- 180 meters Scaled)
 FU1003
 FU1003                          SUPERSEDED SURVEY CONTROL
 FU1003
 FU1003  NGVD 29 (??/??/??)  122.92   (m)          403.3    (f) RESET       3  
 FU1003
 FU1003.Superseded values are not recommended for survey control.
 FU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1003.See file dsdata.txt to determine how the superseded data were derived.
 FU1003
 FU1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV013517(NAD 83)
 FU1003_MARKER: DD = SURVEY DISK
 FU1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1003_SP_SET: CURB
 FU1003_STAMPING: 404.440 124.27
 FU1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1003
 FU1003  HISTORY     - Date     Condition        Report By
 FU1003  HISTORY     - UNK      MONUMENTED       BOR
 FU1003  HISTORY     - 1953     GOOD             NGS
 FU1003  HISTORY     - 1966     GOOD             NGS
 FU1003
 FU1003                          STATION DESCRIPTION
 FU1003
 FU1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1003'6.9 MI N FROM FAMOSO.
 FU1003'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1003'FROM THE STATION AT FAMOSO, THENCE 4.5 MILES NORTHEAST ALONG
 FU1003'THE FRIANT-KERN CANAL, AT THE CROSSING OF ELMO AVENUE, AT BRIDGE
 FU1003'124.27 OVER THE CANAL, IN THE TOP OF THE WEST END OF THE SOUTH
 FU1003'CURB, 15.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.3 FEET
 FU1003'EAST OF THE WEST END OF THE CURB, AND 1.0 FOOT HIGHER THAN THE
 FU1003'AVENUE.  IN R26E T26S, IN THE NORTHWEST CORNER OF THE NORTHEAST
 FU1003'QUARTER OF SECTION 8.
 FU1003
 FU1003                          STATION RECOVERY (1966)
 FU1003
 FU1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1507 ***********************************************************************
 EW1507  DESIGNATION -  404.722 C OF LA
 EW1507  PID         -  EW1507
 EW1507  STATE/COUNTY-  CA/LOS ANGELES
 EW1507  USGS QUAD   -  HOLLYWOOD (1994)
 EW1507
 EW1507                         *CURRENT SURVEY CONTROL
 EW1507  ___________________________________________________________________
 EW1507* NAD 83(1986)-  34 05 39.     (N)    118 22 25.     (W)     SCALED    
 EW1507* NAVD 88     -       124.14   (+/-2cm)     407.3    (feet)  VERTCON   
 EW1507  ___________________________________________________________________
 EW1507  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW1507  VERT ORDER  -  THIRD (See Below)
 EW1507
 EW1507.The horizontal coordinates were scaled from a topographic map and have
 EW1507.an estimated accuracy of +/- 6 seconds.
 EW1507
 EW1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1507.The vertical order pertains to the NGVD 29 superseded value.
 EW1507
 EW1507.The geoid height was determined by GEOID03.
 EW1507
 EW1507;                    North         East    Units  Estimated Accuracy
 EW1507;SPC CA 5     -   565,970.    1,965,520.      MT  (+/- 180 meters Scaled)
 EW1507
 EW1507                          SUPERSEDED SURVEY CONTROL
 EW1507
 EW1507  NGVD 29 (??/??/??)  123.36   (m)          404.7    (f) RESET       3  
 EW1507
 EW1507.Superseded values are not recommended for survey control.
 EW1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1507.See file dsdata.txt to determine how the superseded data were derived.
 EW1507
 EW1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT732734(NAD 83)
 EW1507_MARKER: S = SPIKE
 EW1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1507_SP_SET: CONCRETE CATCH BASIN
 EW1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1507
 EW1507  HISTORY     - Date     Condition        Report By
 EW1507  HISTORY     - UNK      MONUMENTED       CA1980
 EW1507  HISTORY     - 1945     GOOD             NGS
 EW1507
 EW1507                          STATION DESCRIPTION
 EW1507
 EW1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1507'AT LOS ANGELES.
 EW1507'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND QUEENS
 EW1507'ROAD, IN THE NORTH CURB OF SUNSET BOULEVARD, 22.0 FEET WEST OF THE
 EW1507'WEST CURBLINE OF QUEENS ROAD AND IN THE WEST END OF A CATCH BASIN.
 EW1507'A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0469 ***********************************************************************
 MW0469  DESIGNATION -  4043.3 USGS
 MW0469  PID         -  MW0469
 MW0469  STATE/COUNTY-  CA/SHASTA
 MW0469  USGS QUAD   -  EAST OF PONDOSA (1995)
 MW0469
 MW0469                         *CURRENT SURVEY CONTROL
 MW0469  ___________________________________________________________________
 MW0469* NAD 83(1986)-  41 09 13.     (N)    121 37 29.     (W)     SCALED    
 MW0469* NAVD 88     -      1233.593  (meters)    4047.21   (feet)  ADJUSTED  
 MW0469  ___________________________________________________________________
 MW0469  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 MW0469  DYNAMIC HT  -        1232.748 (meters)    4044.44  (feet)  COMP
 MW0469  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 MW0469
 MW0469  VERT ORDER  -  SECOND    CLASS 0
 MW0469
 MW0469.The horizontal coordinates were scaled from a topographic map and have
 MW0469.an estimated accuracy of +/- 6 seconds.
 MW0469
 MW0469.The orthometric height was determined by differential leveling
 MW0469.and adjusted in June 1991.
 MW0469
 MW0469.The geoid height was determined by GEOID03.
 MW0469
 MW0469.The dynamic height is computed by dividing the NAVD 88
 MW0469.geopotential number by the normal gravity value computed on the
 MW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0469.degrees latitude (g = 980.6199 gals.).
 MW0469
 MW0469.The modeled gravity was interpolated from observed gravity values.
 MW0469
 MW0469;                    North         East    Units  Estimated Accuracy
 MW0469;SPC CA 1     -   702,190.    2,031,500.      MT  (+/- 180 meters Scaled)
 MW0469
 MW0469                          SUPERSEDED SURVEY CONTROL
 MW0469
 MW0469  NGVD 29 (??/??/??) 1232.577  (m)         4043.88   (f) ADJUSTED    2 0
 MW0469
 MW0469.Superseded values are not recommended for survey control.
 MW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0469.See file dsdata.txt to determine how the superseded data were derived.
 MW0469
 MW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL153567(NAD 83)
 MW0469_MARKER: R = RIVET
 MW0469_SETTING: 0 = UNSPECIFIED SETTING
 MW0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0469
 MW0469  HISTORY     - Date     Condition        Report By
 MW0469  HISTORY     - UNK      MONUMENTED       USGS
 MW0469  HISTORY     - 1936     GOOD             NGS
 MW0469  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0469
 MW0469                          STATION DESCRIPTION
 MW0469
 MW0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0469'5 MI SE FROM BEAR FLAT.
 MW0469'5.0 MILES SOUTHEAST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS ROAD
 MW0469'FROM BEAR FLAT, SHASTA COUNTY, 46.5 FEET NORTHEAST OF A C.S.A.A.
 MW0469'SIGN MC CLOUD 33 MILES, GLENBURN 12 MILES, 45 FEET EAST OF FOREST
 MW0469'SERVICE TELEPHONE POLE 18/10, 17 FEET NORTH OF THE CENTERLINE
 MW0469'OF THE ROAD, AND IN THE BASE OF A 48-INCH PINE TREE.  A UNITED
 MW0469'STATES GEOLOGICAL SURVEY STANDARD COPPER RIVET.
 MW0469
 MW0469                          STATION RECOVERY (1986)
 MW0469
 MW0469'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5405 ***********************************************************************
 DX5405  DESIGNATION -  405
 DX5405  PID         -  DX5405
 DX5405  STATE/COUNTY-  CA/RIVERSIDE
 DX5405  USGS QUAD   -  BEAUMONT (1996)
 DX5405
 DX5405                         *CURRENT SURVEY CONTROL
 DX5405  ___________________________________________________________________
 DX5405* NAD 83(1986)-  33 53 27.     (N)    116 56 14.     (W)     SCALED    
 DX5405* NAVD 88     -       721.537  (meters)    2367.24   (feet)  ADJUSTED  
 DX5405  ___________________________________________________________________
 DX5405  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DX5405  DYNAMIC HT  -         720.660 (meters)    2364.37  (feet)  COMP
 DX5405  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 DX5405
 DX5405  VERT ORDER  -  FIRST     CLASS II
 DX5405
 DX5405.The horizontal coordinates were scaled from a topographic map and have
 DX5405.an estimated accuracy of +/- 6 seconds.
 DX5405
 DX5405.The orthometric height was determined by differential leveling
 DX5405.and adjusted in January 1993.
 DX5405
 DX5405.The geoid height was determined by GEOID03.
 DX5405
 DX5405.The dynamic height is computed by dividing the NAVD 88
 DX5405.geopotential number by the normal gravity value computed on the
 DX5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5405.degrees latitude (g = 980.6199 gals.).
 DX5405
 DX5405.The modeled gravity was interpolated from observed gravity values.
 DX5405
 DX5405;                    North         East    Units  Estimated Accuracy
 DX5405;SPC CA 6     -   691,430.    1,936,430.      MT  (+/- 180 meters Scaled)
 DX5405
 DX5405                          SUPERSEDED SURVEY CONTROL
 DX5405
 DX5405.No superseded survey control is available for this station.
 DX5405
 DX5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT058500(NAD 83)
 DX5405_MARKER: DB = BENCH MARK DISK
 DX5405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5405_SP_SET: CONCRETE POST
 DX5405_STAMPING: 405 1992
 DX5405_MARK LOGO: MWDSC 
 DX5405_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5405+STABILITY: SURFACE MOTION
 DX5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5405+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5405
 DX5405  HISTORY     - Date     Condition        Report By
 DX5405  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5405
 DX5405                          STATION DESCRIPTION
 DX5405
 DX5405'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5405'IN BANNING, 2.7 MILES (4.3 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5405'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5405'RAILROAD BRIDGE, 27 FEET (8.2 M) SOUTHWESTERLY FROM THE CENTERLINE OF
 DX5405'HIGHLAND SPRINGS AVE., AT THE NORTHWESTERLY END OF A BENCH CUT FOR
 DX5405'HIGHLAND SPRINGS AVE., FOUND 3 1/4 INCH STANDARD ALUMINUM MWD DISK IN
 DX5405'TOP OF 8 INCH DIAMETER CONCRETE POST, 4 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3284 ***********************************************************************
 AA3284  DESIGNATION -  405 001
 AA3284  PID         -  AA3284
 AA3284  STATE/COUNTY-  CA/LOS ANGELES
 AA3284  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3284
 AA3284                         *CURRENT SURVEY CONTROL
 AA3284  ___________________________________________________________________
 AA3284* NAD 83(1986)-  34 02 09.     (N)    118 26 16.     (W)     SCALED    
 AA3284* NAVD 88     -        62.582  (meters)     205.32   (feet)  ADJUSTED  
 AA3284  ___________________________________________________________________
 AA3284  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 AA3284  DYNAMIC HT  -          62.516 (meters)     205.10  (feet)  COMP
 AA3284  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 AA3284
 AA3284  VERT ORDER  -  FIRST     CLASS II
 AA3284
 AA3284.The horizontal coordinates were scaled from a topographic map and have
 AA3284.an estimated accuracy of +/- 6 seconds.
 AA3284
 AA3284.The orthometric height was determined by differential leveling
 AA3284.and adjusted in June 1995.
 AA3284
 AA3284.The geoid height was determined by GEOID03.
 AA3284
 AA3284.The dynamic height is computed by dividing the NAVD 88
 AA3284.geopotential number by the normal gravity value computed on the
 AA3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3284.degrees latitude (g = 980.6199 gals.).
 AA3284
 AA3284.The modeled gravity was interpolated from observed gravity values.
 AA3284
 AA3284;                    North         East    Units  Estimated Accuracy
 AA3284;SPC CA 5     -   559,530.    1,959,570.      MT  (+/- 180 meters Scaled)
 AA3284
 AA3284                          SUPERSEDED SURVEY CONTROL
 AA3284
 AA3284.No superseded survey control is available for this station.
 AA3284
 AA3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT672670(NAD 83)
 AA3284_MARKER: DD = SURVEY DISK
 AA3284_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3284_SP_SET: ABUTMENT PARAPET
 AA3284_STAMPING: 405-001 1994
 AA3284_MARK LOGO: CADT  
 AA3284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3284+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3284
 AA3284  HISTORY     - Date     Condition        Report By
 AA3284  HISTORY     - 1994     MONUMENTED       CADT
 AA3284  HISTORY     - 19940829 GOOD             NGS
 AA3284
 AA3284                          STATION DESCRIPTION
 AA3284
 AA3284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3284'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND PICO BOULEVARD,
 AA3284'NEAR THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT PARAPET OF
 AA3284'THE FREEWAY OVERPASS OF THE BOULEVARD, 29.1 M (95.5 FT) NORTH OF THE
 AA3284'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 10.0 M (32.8 FT)
 AA3284'NORTHEAST OF THE FOG LINE OF THE NORTHBOUND LANES OF THE FREEWAY, 6.3
 AA3284'M (20.7 FT) EAST OF THE CENTER OF AN ON-RAMP, AND 0.3 M (1.0 FT) ABOVE
 AA3284'THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3283 ***********************************************************************
 AA3283  DESIGNATION -  405 002
 AA3283  PID         -  AA3283
 AA3283  STATE/COUNTY-  CA/LOS ANGELES
 AA3283  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3283
 AA3283                         *CURRENT SURVEY CONTROL
 AA3283  ___________________________________________________________________
 AA3283* NAD 83(1986)-  34 02 21.     (N)    118 26 23.     (W)     SCALED    
 AA3283* NAVD 88     -        66.987  (meters)     219.77   (feet)  ADJUSTED  
 AA3283  ___________________________________________________________________
 AA3283  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AA3283  DYNAMIC HT  -          66.916 (meters)     219.54  (feet)  COMP
 AA3283  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 AA3283
 AA3283  VERT ORDER  -  FIRST     CLASS II
 AA3283
 AA3283.The horizontal coordinates were scaled from a topographic map and have
 AA3283.an estimated accuracy of +/- 6 seconds.
 AA3283
 AA3283.The orthometric height was determined by differential leveling
 AA3283.and adjusted in June 1995.
 AA3283
 AA3283.The geoid height was determined by GEOID03.
 AA3283
 AA3283.The dynamic height is computed by dividing the NAVD 88
 AA3283.geopotential number by the normal gravity value computed on the
 AA3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3283.degrees latitude (g = 980.6199 gals.).
 AA3283
 AA3283.The modeled gravity was interpolated from observed gravity values.
 AA3283
 AA3283;                    North         East    Units  Estimated Accuracy
 AA3283;SPC CA 5     -   559,900.    1,959,400.      MT  (+/- 180 meters Scaled)
 AA3283
 AA3283                          SUPERSEDED SURVEY CONTROL
 AA3283
 AA3283.No superseded survey control is available for this station.
 AA3283
 AA3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT671674(NAD 83)
 AA3283_MARKER: DD = SURVEY DISK
 AA3283_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3283_SP_SET: ABUTMENT PARAPET
 AA3283_STAMPING: 405-002 1994
 AA3283_MARK LOGO: CADT  
 AA3283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3283+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3283
 AA3283  HISTORY     - Date     Condition        Report By
 AA3283  HISTORY     - 1994     MONUMENTED       CADT
 AA3283  HISTORY     - 19940829 GOOD             NGS
 AA3283
 AA3283                          STATION DESCRIPTION
 AA3283
 AA3283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3283'IN LOS ANGELES, AT THE INTERSECTION OF INTERSTATE HIGHWAY 405 AND
 AA3283'OLYMPIC BOULEVARD, NEAR THE NORTHWEST END OF THE NORTHEAST CONCRETE
 AA3283'ABUTMENT PARAPET OF THE HIGHWAY OVERPASS OF THE BOULEVARD, 31.1 M
 AA3283'(102.0 FT) NORTHWEST OF THE CENTERLINE OF THE BOULEVARD, 10.9 M (35.8
 AA3283'FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND HIGHWAY, AND 0.3 M (1.0
 AA3283'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3282 ***********************************************************************
 AA3282  DESIGNATION -  405 003
 AA3282  PID         -  AA3282
 AA3282  STATE/COUNTY-  CA/LOS ANGELES
 AA3282  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3282
 AA3282                         *CURRENT SURVEY CONTROL
 AA3282  ___________________________________________________________________
 AA3282* NAD 83(1986)-  34 02 50.     (N)    118 26 48.     (W)     SCALED    
 AA3282* NAVD 88     -        81.985  (meters)     268.98   (feet)  ADJUSTED  
 AA3282  ___________________________________________________________________
 AA3282  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AA3282  DYNAMIC HT  -          81.898 (meters)     268.69  (feet)  COMP
 AA3282  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 AA3282
 AA3282  VERT ORDER  -  FIRST     CLASS II
 AA3282
 AA3282.The horizontal coordinates were scaled from a topographic map and have
 AA3282.an estimated accuracy of +/- 6 seconds.
 AA3282
 AA3282.The orthometric height was determined by differential leveling
 AA3282.and adjusted in June 1995.
 AA3282
 AA3282.The geoid height was determined by GEOID03.
 AA3282
 AA3282.The dynamic height is computed by dividing the NAVD 88
 AA3282.geopotential number by the normal gravity value computed on the
 AA3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3282.degrees latitude (g = 980.6199 gals.).
 AA3282
 AA3282.The modeled gravity was interpolated from observed gravity values.
 AA3282
 AA3282;                    North         East    Units  Estimated Accuracy
 AA3282;SPC CA 5     -   560,790.    1,958,760.      MT  (+/- 180 meters Scaled)
 AA3282
 AA3282                          SUPERSEDED SURVEY CONTROL
 AA3282
 AA3282.No superseded survey control is available for this station.
 AA3282
 AA3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664683(NAD 83)
 AA3282_MARKER: DD = SURVEY DISK
 AA3282_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3282_SP_SET: ABUTMENT PARAPET
 AA3282_STAMPING: 405-003 1994
 AA3282_MARK LOGO: CADT  
 AA3282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3282+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3282
 AA3282  HISTORY     - Date     Condition        Report By
 AA3282  HISTORY     - 1994     MONUMENTED       CADT
 AA3282  HISTORY     - 19940829 GOOD             NGS
 AA3282
 AA3282                          STATION DESCRIPTION
 AA3282
 AA3282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3282'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND SANTA MONICA
 AA3282'BOULEVARD, IN TOP OF AND 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST END
 AA3282'OF THE NORTHEAST CONCRETE ABUTMENT PARAPET OF THE FREEWAY OVERPASS OF
 AA3282'THE BOULEVARD, 26.1 M (85.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 AA3282'BOULEVARD, 12.2 M (40.0 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AA3282'FREEWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3281 ***********************************************************************
 AA3281  DESIGNATION -  405 004
 AA3281  PID         -  AA3281
 AA3281  STATE/COUNTY-  CA/LOS ANGELES
 AA3281  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3281
 AA3281                         *CURRENT SURVEY CONTROL
 AA3281  ___________________________________________________________________
 AA3281* NAD 83(1986)-  34 02 58.     (N)    118 26 54.     (W)     SCALED    
 AA3281* NAVD 88     -        87.111  (meters)     285.80   (feet)  ADJUSTED  
 AA3281  ___________________________________________________________________
 AA3281  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AA3281  DYNAMIC HT  -          87.020 (meters)     285.50  (feet)  COMP
 AA3281  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 AA3281
 AA3281  VERT ORDER  -  FIRST     CLASS II
 AA3281
 AA3281.The horizontal coordinates were scaled from a topographic map and have
 AA3281.an estimated accuracy of +/- 6 seconds.
 AA3281
 AA3281.The orthometric height was determined by differential leveling
 AA3281.and adjusted in June 1995.
 AA3281
 AA3281.The geoid height was determined by GEOID03.
 AA3281
 AA3281.The dynamic height is computed by dividing the NAVD 88
 AA3281.geopotential number by the normal gravity value computed on the
 AA3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3281.degrees latitude (g = 980.6199 gals.).
 AA3281
 AA3281.The modeled gravity was interpolated from observed gravity values.
 AA3281
 AA3281;                    North         East    Units  Estimated Accuracy
 AA3281;SPC CA 5     -   561,040.    1,958,610.      MT  (+/- 180 meters Scaled)
 AA3281
 AA3281                          SUPERSEDED SURVEY CONTROL
 AA3281
 AA3281.No superseded survey control is available for this station.
 AA3281
 AA3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT663685(NAD 83)
 AA3281_MARKER: DD = SURVEY DISK
 AA3281_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3281_SP_SET: ABUTMENT PARAPET
 AA3281_STAMPING: 405-004 1994
 AA3281_MARK LOGO: CADT  
 AA3281_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3281+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3281
 AA3281  HISTORY     - Date     Condition        Report By
 AA3281  HISTORY     - 1994     MONUMENTED       CADT
 AA3281  HISTORY     - 19940829 GOOD             NGS
 AA3281
 AA3281                          STATION DESCRIPTION
 AA3281
 AA3281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3281'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND OHIO AVENUE,
 AA3281'NEAR NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT PARAPET OF THE
 AA3281'FREEWAY OVERPASS OF THE AVENUE, 21.2 M (69.6 FT) NORTHWEST OF THE
 AA3281'CENTERLINE OF THE AVENUE, 11.3 M (37.1 FT) NORTHEAST OF THE CENTER OF
 AA3281'THE FREEWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3278 ***********************************************************************
 AA3278  DESIGNATION -  405 006
 AA3278  PID         -  AA3278
 AA3278  STATE/COUNTY-  CA/LOS ANGELES
 AA3278  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3278
 AA3278                         *CURRENT SURVEY CONTROL
 AA3278  ___________________________________________________________________
 AA3278* NAD 83(1986)-  34 03 36.     (N)    118 27 19.     (W)     SCALED    
 AA3278* NAVD 88     -       113.972  (meters)     373.92   (feet)  ADJUSTED  
 AA3278  ___________________________________________________________________
 AA3278  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 AA3278  DYNAMIC HT  -         113.852 (meters)     373.53  (feet)  COMP
 AA3278  MODELED GRAV-     979,585.9   (mgal)                       NAVD 88
 AA3278
 AA3278  VERT ORDER  -  FIRST     CLASS II
 AA3278
 AA3278.The horizontal coordinates were scaled from a topographic map and have
 AA3278.an estimated accuracy of +/- 6 seconds.
 AA3278
 AA3278.The orthometric height was determined by differential leveling
 AA3278.and adjusted in June 1995.
 AA3278
 AA3278.The geoid height was determined by GEOID03.
 AA3278
 AA3278.The dynamic height is computed by dividing the NAVD 88
 AA3278.geopotential number by the normal gravity value computed on the
 AA3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3278.degrees latitude (g = 980.6199 gals.).
 AA3278
 AA3278.The modeled gravity was interpolated from observed gravity values.
 AA3278
 AA3278;                    North         East    Units  Estimated Accuracy
 AA3278;SPC CA 5     -   562,210.    1,957,970.      MT  (+/- 180 meters Scaled)
 AA3278
 AA3278                          SUPERSEDED SURVEY CONTROL
 AA3278
 AA3278.No superseded survey control is available for this station.
 AA3278
 AA3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT656697(NAD 83)
 AA3278_MARKER: DD = SURVEY DISK
 AA3278_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3278_SP_SET: ABUTMENT PARAPET
 AA3278_STAMPING: 405-006 1994
 AA3278_MARK LOGO: CADT  
 AA3278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3278+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3278
 AA3278  HISTORY     - Date     Condition        Report By
 AA3278  HISTORY     - 1994     MONUMENTED       CADT
 AA3278  HISTORY     - 19940829 GOOD             NGS
 AA3278
 AA3278                          STATION DESCRIPTION
 AA3278
 AA3278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3278'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND CONSTITUTION
 AA3278'AVENUE, NEAR THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 AA3278'PARAPET OF THE FREEWAY OVERPASS OF THE AVENUE, 17.2 M (56.4 FT)
 AA3278'NORTHWEST OF THE CENTER OF THE AVENUE, 10.9 M (35.8 FT) NORTHEAST OF
 AA3278'THE CENTER OF THE FREEWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AA3278'FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3275 ***********************************************************************
 AA3275  DESIGNATION -  405 007
 AA3275  PID         -  AA3275
 AA3275  STATE/COUNTY-  CA/LOS ANGELES
 AA3275  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3275
 AA3275                         *CURRENT SURVEY CONTROL
 AA3275  ___________________________________________________________________
 AA3275* NAD 83(1986)-  34 04 32.     (N)    118 28 07.     (W)     SCALED    
 AA3275* NAVD 88     -       161.307  (meters)     529.22   (feet)  ADJUSTED  
 AA3275  ___________________________________________________________________
 AA3275  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AA3275  DYNAMIC HT  -         161.139 (meters)     528.67  (feet)  COMP
 AA3275  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 AA3275
 AA3275  VERT ORDER  -  FIRST     CLASS II
 AA3275
 AA3275.The horizontal coordinates were scaled from a topographic map and have
 AA3275.an estimated accuracy of +/- 6 seconds.
 AA3275
 AA3275.The orthometric height was determined by differential leveling
 AA3275.and adjusted in June 1995.
 AA3275
 AA3275.The geoid height was determined by GEOID03.
 AA3275
 AA3275.The dynamic height is computed by dividing the NAVD 88
 AA3275.geopotential number by the normal gravity value computed on the
 AA3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3275.degrees latitude (g = 980.6199 gals.).
 AA3275
 AA3275.The modeled gravity was interpolated from observed gravity values.
 AA3275
 AA3275;                    North         East    Units  Estimated Accuracy
 AA3275;SPC CA 5     -   563,950.    1,956,750.      MT  (+/- 180 meters Scaled)
 AA3275
 AA3275                          SUPERSEDED SURVEY CONTROL
 AA3275
 AA3275.No superseded survey control is available for this station.
 AA3275
 AA3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT644715(NAD 83)
 AA3275_MARKER: DD = SURVEY DISK
 AA3275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3275_SP_SET: OVERPASS ABUTMENT
 AA3275_STAMPING: 405-007 1994
 AA3275_MARK LOGO: CADT  
 AA3275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3275+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3275
 AA3275  HISTORY     - Date     Condition        Report By
 AA3275  HISTORY     - 1994     MONUMENTED       CADT
 AA3275  HISTORY     - 19940829 GOOD             NGS
 AA3275
 AA3275                          STATION DESCRIPTION
 AA3275
 AA3275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3275'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND CHURCH LANE, IN
 AA3275'TOP OF AND 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 AA3275'NORTHWEST CONCRETE ABUTMENT OF THE FREEWAY OVERPASS OF THE LANE, 11.9
 AA3275'M (39.0 FT) NORTHWEST OF THE CENTERLINE OF THE LANE, 10.6 M (34.8 FT)
 AA3275'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE FREEWAY, AND
 AA3275'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3273 ***********************************************************************
 AA3273  DESIGNATION -  405 008
 AA3273  PID         -  AA3273
 AA3273  STATE/COUNTY-  CA/LOS ANGELES
 AA3273  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3273
 AA3273                         *CURRENT SURVEY CONTROL
 AA3273  ___________________________________________________________________
 AA3273* NAD 83(1986)-  34 05 07.     (N)    118 28 28.     (W)     SCALED    
 AA3273* NAVD 88     -       195.153  (meters)     640.26   (feet)  ADJUSTED  
 AA3273  ___________________________________________________________________
 AA3273  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AA3273  DYNAMIC HT  -         194.949 (meters)     639.60  (feet)  COMP
 AA3273  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 AA3273
 AA3273  VERT ORDER  -  FIRST     CLASS II
 AA3273
 AA3273.The horizontal coordinates were scaled from a topographic map and have
 AA3273.an estimated accuracy of +/- 6 seconds.
 AA3273
 AA3273.The orthometric height was determined by differential leveling
 AA3273.and adjusted in June 1995.
 AA3273
 AA3273.The geoid height was determined by GEOID03.
 AA3273
 AA3273.The dynamic height is computed by dividing the NAVD 88
 AA3273.geopotential number by the normal gravity value computed on the
 AA3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3273.degrees latitude (g = 980.6199 gals.).
 AA3273
 AA3273.The modeled gravity was interpolated from observed gravity values.
 AA3273
 AA3273;                    North         East    Units  Estimated Accuracy
 AA3273;SPC CA 5     -   565,030.    1,956,210.      MT  (+/- 180 meters Scaled)
 AA3273
 AA3273                          SUPERSEDED SURVEY CONTROL
 AA3273
 AA3273.No superseded survey control is available for this station.
 AA3273
 AA3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639725(NAD 83)
 AA3273_MARKER: DD = SURVEY DISK
 AA3273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3273_SP_SET: CATCH BASIN
 AA3273_STAMPING: 405-008 1994
 AA3273_MARK LOGO: CADT  
 AA3273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3273+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3273
 AA3273  HISTORY     - Date     Condition        Report By
 AA3273  HISTORY     - 1994     MONUMENTED       CADT
 AA3273  HISTORY     - 19940829 GOOD             NGS
 AA3273
 AA3273                          STATION DESCRIPTION
 AA3273
 AA3273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3273'7.3 KM (4.55 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3273'INTERSTATE HIGHWAY 10 IN SANTA MONICA, IN TOP OF AND 0.3 M (1.0 FT)
 AA3273'EAST OF THE WEST END OF THE NORTH CONCRETE WALL OF A CATCH BASIN,
 AA3273'140.0 M (459.3 FT) SOUTH OF A FREEWAY INFORMATION SIGN (GETTY CENTER
 AA3273'DRIVE RIGHT LANE) , 86.4 M (283.5 FT) NORTH OF CALL BOX NUMBER 405
 AA3273'338, 11.5 M (37.7 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF
 AA3273'THE FREEWAY, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3271 ***********************************************************************
 AA3271  DESIGNATION -  405 009
 AA3271  PID         -  AA3271
 AA3271  STATE/COUNTY-  CA/LOS ANGELES
 AA3271  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3271
 AA3271                         *CURRENT SURVEY CONTROL
 AA3271  ___________________________________________________________________
 AA3271* NAD 83(1986)-  34 05 19.     (N)    118 28 30.     (W)     SCALED    
 AA3271* NAVD 88     -       207.066  (meters)     679.35   (feet)  ADJUSTED  
 AA3271  ___________________________________________________________________
 AA3271  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AA3271  DYNAMIC HT  -         206.849 (meters)     678.64  (feet)  COMP
 AA3271  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 AA3271
 AA3271  VERT ORDER  -  FIRST     CLASS II
 AA3271
 AA3271.The horizontal coordinates were scaled from a topographic map and have
 AA3271.an estimated accuracy of +/- 6 seconds.
 AA3271
 AA3271.The orthometric height was determined by differential leveling
 AA3271.and adjusted in June 1995.
 AA3271
 AA3271.The geoid height was determined by GEOID03.
 AA3271
 AA3271.The dynamic height is computed by dividing the NAVD 88
 AA3271.geopotential number by the normal gravity value computed on the
 AA3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3271.degrees latitude (g = 980.6199 gals.).
 AA3271
 AA3271.The modeled gravity was interpolated from observed gravity values.
 AA3271
 AA3271;                    North         East    Units  Estimated Accuracy
 AA3271;SPC CA 5     -   565,400.    1,956,160.      MT  (+/- 180 meters Scaled)
 AA3271
 AA3271                          SUPERSEDED SURVEY CONTROL
 AA3271
 AA3271.No superseded survey control is available for this station.
 AA3271
 AA3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639729(NAD 83)
 AA3271_MARKER: DD = SURVEY DISK
 AA3271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3271_SP_SET: CATCH BASIN
 AA3271_STAMPING: 405-009 1994
 AA3271_MARK LOGO: CADT  
 AA3271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3271+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3271
 AA3271  HISTORY     - Date     Condition        Report By
 AA3271  HISTORY     - 1994     MONUMENTED       CADT
 AA3271  HISTORY     - 19940829 GOOD             NGS
 AA3271
 AA3271                          STATION DESCRIPTION
 AA3271
 AA3271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3271'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND GETTY CENTER
 AA3271'DRIVE, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 AA3271'CONCRETE WALL OF A CATCH BASIN, 33.4 M (109.6 FT) NORTH OF THE CENTER
 AA3271'OF THE DRIVE, 11.6 M (38.1 FT) EAST OF THE CENTER OF THE NORTHBOUND
 AA3271'LANES OF THE FREEWAY, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AA3271'FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3268 ***********************************************************************
 AA3268  DESIGNATION -  405 010
 AA3268  PID         -  AA3268
 AA3268  STATE/COUNTY-  CA/LOS ANGELES
 AA3268  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3268
 AA3268                         *CURRENT SURVEY CONTROL
 AA3268  ___________________________________________________________________
 AA3268* NAD 83(1986)-  34 05 49.     (N)    118 28 38.     (W)     SCALED    
 AA3268* NAVD 88     -       233.967  (meters)     767.61   (feet)  ADJUSTED  
 AA3268  ___________________________________________________________________
 AA3268  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AA3268  DYNAMIC HT  -         233.722 (meters)     766.80  (feet)  COMP
 AA3268  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 AA3268
 AA3268  VERT ORDER  -  FIRST     CLASS II
 AA3268
 AA3268.The horizontal coordinates were scaled from a topographic map and have
 AA3268.an estimated accuracy of +/- 6 seconds.
 AA3268
 AA3268.The orthometric height was determined by differential leveling
 AA3268.and adjusted in June 1995.
 AA3268
 AA3268.The geoid height was determined by GEOID03.
 AA3268
 AA3268.The dynamic height is computed by dividing the NAVD 88
 AA3268.geopotential number by the normal gravity value computed on the
 AA3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3268.degrees latitude (g = 980.6199 gals.).
 AA3268
 AA3268.The modeled gravity was interpolated from observed gravity values.
 AA3268
 AA3268;                    North         East    Units  Estimated Accuracy
 AA3268;SPC CA 5     -   566,320.    1,955,960.      MT  (+/- 180 meters Scaled)
 AA3268
 AA3268                          SUPERSEDED SURVEY CONTROL
 AA3268
 AA3268.No superseded survey control is available for this station.
 AA3268
 AA3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT637738(NAD 83)
 AA3268_MARKER: DD = SURVEY DISK
 AA3268_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3268_SP_SET: ABUTMENT PARAPET
 AA3268_STAMPING: 405-010 1994
 AA3268_MARK LOGO: CADT  
 AA3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3268+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2007
 AA3268
 AA3268  HISTORY     - Date     Condition        Report By
 AA3268  HISTORY     - 1994     MONUMENTED       CADT
 AA3268  HISTORY     - 19940829 GOOD             NGS
 AA3268  HISTORY     - 20070714 GOOD             GEOCAC
 AA3268
 AA3268                          STATION DESCRIPTION
 AA3268
 AA3268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3268'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND SEPULVEDA
 AA3268'BOULEVARD, NEAR THE NORTH END OF THE NORTHEAST CONCRETE ABUTMENT
 AA3268'PARAPET OF THE FREEWAY OVERPASS OF THE BOULEVARD, 37.2 M (122.0 FT)
 AA3268'NORTH OF THE CENTERLINE OF THE BOULEVARD, 12.1 M (39.7 FT) EAST OF THE
 AA3268'CENTER OF THE NORTHBOUND LANES OF THE FREEWAY, 2.6 M (8.5 FT)
 AA3268'NORTHWEST OF STREET LIGHT POLE NUMBER 34792, AND 0.3 M (1.0 FT) ABOVE
 AA3268'THE LEVEL OF THE FREEWAY.
 AA3268
 AA3268                          STATION RECOVERY (2007)
 AA3268
 AA3268'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 AA3268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3265 ***********************************************************************
 AA3265  DESIGNATION -  405 013
 AA3265  PID         -  AA3265
 AA3265  STATE/COUNTY-  CA/LOS ANGELES
 AA3265  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3265
 AA3265                         *CURRENT SURVEY CONTROL
 AA3265  ___________________________________________________________________
 AA3265* NAD 83(1986)-  34 06 59.     (N)    118 28 57.     (W)     SCALED    
 AA3265* NAVD 88     -       303.532  (meters)     995.84   (feet)  ADJUSTED  
 AA3265  ___________________________________________________________________
 AA3265  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AA3265  DYNAMIC HT  -         303.209 (meters)     994.78  (feet)  COMP
 AA3265  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 AA3265
 AA3265  VERT ORDER  -  FIRST     CLASS II
 AA3265
 AA3265.The horizontal coordinates were scaled from a topographic map and have
 AA3265.an estimated accuracy of +/- 6 seconds.
 AA3265
 AA3265.The orthometric height was determined by differential leveling
 AA3265.and adjusted in June 1995.
 AA3265
 AA3265.The geoid height was determined by GEOID03.
 AA3265
 AA3265.The dynamic height is computed by dividing the NAVD 88
 AA3265.geopotential number by the normal gravity value computed on the
 AA3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3265.degrees latitude (g = 980.6199 gals.).
 AA3265
 AA3265.The modeled gravity was interpolated from observed gravity values.
 AA3265
 AA3265;                    North         East    Units  Estimated Accuracy
 AA3265;SPC CA 5     -   568,480.    1,955,490.      MT  (+/- 180 meters Scaled)
 AA3265
 AA3265                          SUPERSEDED SURVEY CONTROL
 AA3265
 AA3265.No superseded survey control is available for this station.
 AA3265
 AA3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632760(NAD 83)
 AA3265_MARKER: DD = SURVEY DISK
 AA3265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3265_SP_SET: CATCH BASIN
 AA3265_STAMPING: 405 013 1994
 AA3265_MARK LOGO: CADT  
 AA3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3265+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3265
 AA3265  HISTORY     - Date     Condition        Report By
 AA3265  HISTORY     - 1994     MONUMENTED       CADT
 AA3265  HISTORY     - 19940829 GOOD             NGS
 AA3265
 AA3265                          STATION DESCRIPTION
 AA3265
 AA3265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3265'11.3 KM (7.00 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3265'INTERSTATE HIGHWAY 10 IN SANTA MONICA, NEAR THE NORTHEAST CORNER OF A
 AA3265'CONCRETE CATCH BASIN, 12.7 M (41.7 FT) EAST OF THE CENTER OF THE
 AA3265'NORTHBOUND LANES OF THE FREEWAY, 6.8 M (22.3 FT) NORTH OF THE NORTH
 AA3265'END OF A GUARDRAIL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3262 ***********************************************************************
 AA3262  DESIGNATION -  405 014
 AA3262  PID         -  AA3262
 AA3262  STATE/COUNTY-  CA/LOS ANGELES
 AA3262  USGS QUAD   -  VAN NUYS (1972)
 AA3262
 AA3262                         *CURRENT SURVEY CONTROL
 AA3262  ___________________________________________________________________
 AA3262* NAD 83(1986)-  34 08 02.     (N)    118 28 22.     (W)     SCALED    
 AA3262* NAVD 88     -       325.660  (meters)    1068.44   (feet)  ADJUSTED  
 AA3262  ___________________________________________________________________
 AA3262  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA3262  DYNAMIC HT  -         325.310 (meters)    1067.29  (feet)  COMP
 AA3262  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 AA3262
 AA3262  VERT ORDER  -  FIRST     CLASS II
 AA3262
 AA3262.The horizontal coordinates were scaled from a topographic map and have
 AA3262.an estimated accuracy of +/- 6 seconds.
 AA3262
 AA3262.The orthometric height was determined by differential leveling
 AA3262.and adjusted in June 1995.
 AA3262
 AA3262.The geoid height was determined by GEOID03.
 AA3262
 AA3262.The dynamic height is computed by dividing the NAVD 88
 AA3262.geopotential number by the normal gravity value computed on the
 AA3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3262.degrees latitude (g = 980.6199 gals.).
 AA3262
 AA3262.The modeled gravity was interpolated from observed gravity values.
 AA3262
 AA3262;                    North         East    Units  Estimated Accuracy
 AA3262;SPC CA 5     -   570,420.    1,956,390.      MT  (+/- 180 meters Scaled)
 AA3262
 AA3262                          SUPERSEDED SURVEY CONTROL
 AA3262
 AA3262.No superseded survey control is available for this station.
 AA3262
 AA3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642779(NAD 83)
 AA3262_MARKER: DD = SURVEY DISK
 AA3262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3262_SP_SET: CATCH BASIN
 AA3262_STAMPING: 405 014 1994
 AA3262_MARK LOGO: CADT  
 AA3262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3262+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3262
 AA3262  HISTORY     - Date     Condition        Report By
 AA3262  HISTORY     - 1994     MONUMENTED       CADT
 AA3262  HISTORY     - 19940829 GOOD             NGS
 AA3262
 AA3262                          STATION DESCRIPTION
 AA3262
 AA3262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3262'3.2 KM (2.00 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3262'FREEWAY 101 IN SHERMAN OAKS, NEAR THE SOUTHWEST CORNER OF A CONCRETE
 AA3262'CATCH BASIN, 160.0 M (524.9 FT) NORTH OF CALL BOX NUMBER 375, 13.0 M
 AA3262'(42.7 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY,
 AA3262'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3259 ***********************************************************************
 AA3259  DESIGNATION -  405 016
 AA3259  PID         -  AA3259
 AA3259  STATE/COUNTY-  CA/LOS ANGELES
 AA3259  USGS QUAD   -  VAN NUYS (1972)
 AA3259
 AA3259                         *CURRENT SURVEY CONTROL
 AA3259  ___________________________________________________________________
 AA3259* NAD 83(1986)-  34 08 53.     (N)    118 28 11.     (W)     SCALED    
 AA3259* NAVD 88     -       236.155  (meters)     774.79   (feet)  ADJUSTED  
 AA3259  ___________________________________________________________________
 AA3259  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AA3259  DYNAMIC HT  -         235.904 (meters)     773.96  (feet)  COMP
 AA3259  MODELED GRAV-     979,566.1   (mgal)                       NAVD 88
 AA3259
 AA3259  VERT ORDER  -  FIRST     CLASS II
 AA3259
 AA3259.The horizontal coordinates were scaled from a topographic map and have
 AA3259.an estimated accuracy of +/- 6 seconds.
 AA3259
 AA3259.The orthometric height was determined by differential leveling
 AA3259.and adjusted in June 1995.
 AA3259
 AA3259.The geoid height was determined by GEOID03.
 AA3259
 AA3259.The dynamic height is computed by dividing the NAVD 88
 AA3259.geopotential number by the normal gravity value computed on the
 AA3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3259.degrees latitude (g = 980.6199 gals.).
 AA3259
 AA3259.The modeled gravity was interpolated from observed gravity values.
 AA3259
 AA3259;                    North         East    Units  Estimated Accuracy
 AA3259;SPC CA 5     -   571,990.    1,956,680.      MT  (+/- 180 meters Scaled)
 AA3259
 AA3259                          SUPERSEDED SURVEY CONTROL
 AA3259
 AA3259.No superseded survey control is available for this station.
 AA3259
 AA3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645795(NAD 83)
 AA3259_MARKER: DD = SURVEY DISK
 AA3259_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3259_SP_SET: RETAINING WALL
 AA3259_STAMPING: 405 016 1994
 AA3259_MARK LOGO: CADT  
 AA3259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3259+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3259
 AA3259  HISTORY     - Date     Condition        Report By
 AA3259  HISTORY     - 1994     MONUMENTED       CADT
 AA3259  HISTORY     - 19940829 GOOD             NGS
 AA3259
 AA3259                          STATION DESCRIPTION
 AA3259
 AA3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3259'1.5 KM (0.95 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3259'FREEWAY 101 IN SHERMAN OAKS, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE
 AA3259'SOUTH END OF THE SOUTHWEST CONCRETE RETAINING WALL OF THE FREEWAY
 AA3259'OVERPASS OF THE SEPULVEDA BOULEVARD, 17.9 M (58.7 FT) SOUTHEAST OF THE
 AA3259'CENTER OF THE NORTHBOUND LANES OF THE BOULEVARD, 11.4 M (37.4 FT) WEST
 AA3259'OF THE CENTER OF AND LEVEL WITH THE SOUTHBOUND LANES OF THE FREEWAY,
 AA3259'AND 8.8 M (28.9 FT) NORTH OF A FREEWAY INFORMATION SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3258 ***********************************************************************
 AA3258  DESIGNATION -  405 017
 AA3258  PID         -  AA3258
 AA3258  STATE/COUNTY-  CA/LOS ANGELES
 AA3258  USGS QUAD   -  VAN NUYS (1972)
 AA3258
 AA3258                         *CURRENT SURVEY CONTROL
 AA3258  ___________________________________________________________________
 AA3258* NAD 83(1986)-  34 09 14.     (N)    118 28 06.     (W)     SCALED    
 AA3258* NAVD 88     -       224.413  (meters)     736.26   (feet)  ADJUSTED  
 AA3258  ___________________________________________________________________
 AA3258  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AA3258  DYNAMIC HT  -         224.175 (meters)     735.48  (feet)  COMP
 AA3258  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 AA3258
 AA3258  VERT ORDER  -  FIRST     CLASS II
 AA3258
 AA3258.The horizontal coordinates were scaled from a topographic map and have
 AA3258.an estimated accuracy of +/- 6 seconds.
 AA3258
 AA3258.The orthometric height was determined by differential leveling
 AA3258.and adjusted in June 1995.
 AA3258
 AA3258.The geoid height was determined by GEOID03.
 AA3258
 AA3258.The dynamic height is computed by dividing the NAVD 88
 AA3258.geopotential number by the normal gravity value computed on the
 AA3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3258.degrees latitude (g = 980.6199 gals.).
 AA3258
 AA3258.The modeled gravity was interpolated from observed gravity values.
 AA3258
 AA3258;                    North         East    Units  Estimated Accuracy
 AA3258;SPC CA 5     -   572,630.    1,956,810.      MT  (+/- 180 meters Scaled)
 AA3258
 AA3258                          SUPERSEDED SURVEY CONTROL
 AA3258
 AA3258.No superseded survey control is available for this station.
 AA3258
 AA3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT646801(NAD 83)
 AA3258_MARKER: DD = SURVEY DISK
 AA3258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3258_SP_SET: OVERPASS ABUTMENT
 AA3258_STAMPING: 405 017 1994
 AA3258_MARK LOGO: CADT  
 AA3258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3258+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3258
 AA3258  HISTORY     - Date     Condition        Report By
 AA3258  HISTORY     - 1994     MONUMENTED       CADT
 AA3258  HISTORY     - 19940829 GOOD             NGS
 AA3258
 AA3258                          STATION DESCRIPTION
 AA3258
 AA3258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3258'0.8 KM (0.50 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3258'FREEWAY 101 IN SHERMAN OAKS, IN TOP OF AND 1.6 M (5.2 FT) EAST OF THE
 AA3258'WEST EDGE OF THE SOUTH CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS
 AA3258'OF VENTURA BOULEVARD, 14.3 M (46.9 FT) SOUTH OF THE CENTER OF THE
 AA3258'EASTBOUND LANES OF THE BOULEVARD, 12.6 M (41.3 FT) WEST OF THE CENTER
 AA3258'OF THE SOUTHBOUND LANES OF THE FREEWAY, 7.0 M (23.0 FT) NORTH OF THE
 AA3258'SOUTH END OF A GUARDRAIL, AND 0.6 M (2.0 FT) EAST OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3253 ***********************************************************************
 AA3253  DESIGNATION -  405 020
 AA3253  PID         -  AA3253
 AA3253  STATE/COUNTY-  CA/LOS ANGELES
 AA3253  USGS QUAD   -  VAN NUYS (1972)
 AA3253
 AA3253                         *CURRENT SURVEY CONTROL
 AA3253  ___________________________________________________________________
 AA3253* NAD 83(1986)-  34 11 07.     (N)    118 28 26.     (W)     SCALED    
 AA3253* NAVD 88     -       230.939  (meters)     757.67   (feet)  ADJUSTED  
 AA3253  ___________________________________________________________________
 AA3253  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AA3253  DYNAMIC HT  -         230.693 (meters)     756.87  (feet)  COMP
 AA3253  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 AA3253
 AA3253  VERT ORDER  -  FIRST     CLASS II
 AA3253
 AA3253.The horizontal coordinates were scaled from a topographic map and have
 AA3253.an estimated accuracy of +/- 6 seconds.
 AA3253
 AA3253.The orthometric height was determined by differential leveling
 AA3253.and adjusted in June 1995.
 AA3253
 AA3253.The geoid height was determined by GEOID03.
 AA3253
 AA3253.The dynamic height is computed by dividing the NAVD 88
 AA3253.geopotential number by the normal gravity value computed on the
 AA3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3253.degrees latitude (g = 980.6199 gals.).
 AA3253
 AA3253.The modeled gravity was interpolated from observed gravity values.
 AA3253
 AA3253;                    North         East    Units  Estimated Accuracy
 AA3253;SPC CA 5     -   576,120.    1,956,320.      MT  (+/- 180 meters Scaled)
 AA3253
 AA3253                          SUPERSEDED SURVEY CONTROL
 AA3253
 AA3253.No superseded survey control is available for this station.
 AA3253
 AA3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT641836(NAD 83)
 AA3253_MARKER: DD = SURVEY DISK
 AA3253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3253_SP_SET: OVERPASS ABUTMENT
 AA3253_STAMPING: 405-020 1994
 AA3253_MARK LOGO: CADT  
 AA3253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3253+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3253
 AA3253  HISTORY     - Date     Condition        Report By
 AA3253  HISTORY     - 1994     MONUMENTED       CADT
 AA3253  HISTORY     - 19940829 GOOD             NGS
 AA3253
 AA3253                          STATION DESCRIPTION
 AA3253
 AA3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3253'9.0 KM (5.60 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3253'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.6 M (2.0 FT) EAST
 AA3253'OF THE WEST EDGE OF THE SOUTH CONCRETE ABUTMENT DECK OF THE FREEWAY
 AA3253'OVERPASS OF THE SOUTHERN PACIFIC RAILROAD, 10.0 M (32.8 FT) WEST OF
 AA3253'AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 4.5
 AA3253'M (14.8 FT) NORTH OF THE SOUTH END OF A GUARDRAIL, 3.5 M (11.5 FT)
 AA3253'WEST OF THE CENTER OF THE ON-RAMP FROM VICTORY BOULEVARD, AND 0.3 M
 AA3253'(1.0 FT) EAST OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3247 ***********************************************************************
 AA3247  DESIGNATION -  405 022
 AA3247  PID         -  AA3247
 AA3247  STATE/COUNTY-  CA/LOS ANGELES
 AA3247  USGS QUAD   -  VAN NUYS (1972)
 AA3247
 AA3247                         *CURRENT SURVEY CONTROL
 AA3247  ___________________________________________________________________
 AA3247* NAD 83(1986)-  34 12 31.     (N)    118 28 24.     (W)     SCALED    
 AA3247* NAVD 88     -       241.357  (meters)     791.85   (feet)  ADJUSTED  
 AA3247  ___________________________________________________________________
 AA3247  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AA3247  DYNAMIC HT  -         241.098 (meters)     791.00  (feet)  COMP
 AA3247  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 AA3247
 AA3247  VERT ORDER  -  FIRST     CLASS II
 AA3247
 AA3247.The horizontal coordinates were scaled from a topographic map and have
 AA3247.an estimated accuracy of +/- 6 seconds.
 AA3247
 AA3247.The orthometric height was determined by differential leveling
 AA3247.and adjusted in June 1995.
 AA3247
 AA3247.The geoid height was determined by GEOID03.
 AA3247
 AA3247.The dynamic height is computed by dividing the NAVD 88
 AA3247.geopotential number by the normal gravity value computed on the
 AA3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3247.degrees latitude (g = 980.6199 gals.).
 AA3247
 AA3247.The modeled gravity was interpolated from observed gravity values.
 AA3247
 AA3247;                    North         East    Units  Estimated Accuracy
 AA3247;SPC CA 5     -   578,710.    1,956,380.      MT  (+/- 180 meters Scaled)
 AA3247
 AA3247                          SUPERSEDED SURVEY CONTROL
 AA3247
 AA3247.No superseded survey control is available for this station.
 AA3247
 AA3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642862(NAD 83)
 AA3247_MARKER: DD = SURVEY DISK
 AA3247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3247_SP_SET: OVERPASS ABUTMENT
 AA3247_STAMPING: 405-022 1994
 AA3247_MARK LOGO: CADT  
 AA3247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3247+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3247
 AA3247  HISTORY     - Date     Condition        Report By
 AA3247  HISTORY     - 1994     MONUMENTED       CADT
 AA3247  HISTORY     - 19940829 GOOD             NGS
 AA3247
 AA3247                          STATION DESCRIPTION
 AA3247
 AA3247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3247'6.4 KM (3.95 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3247'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.8 M (2.6 FT) EAST
 AA3247'OF THE WEST EDGE OF THE NORTH CONCRETE ABUTMENT DECK OF THE FREEWAY
 AA3247'OVERPASS OF SATICOY STREET, 22.3 M (73.2 FT) NORTH OF THE CENTER OF
 AA3247'THE STREET, 9.7 M (31.8 FT) WEST OF AND LEVEL WITH THE CENTER OF THE
 AA3247'SOUTHBOUND LANES OF THE FREEWAY, 3.8 M (12.5 FT) SOUTH OF THE NORTH
 AA3247'END OF A GUARDRAIL, AND 0.4 M (1.3 FT) EAST OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3245 ***********************************************************************
 AA3245  DESIGNATION -  405 023
 AA3245  PID         -  AA3245
 AA3245  STATE/COUNTY-  CA/LOS ANGELES
 AA3245  USGS QUAD   -  VAN NUYS (1972)
 AA3245
 AA3245                         *CURRENT SURVEY CONTROL
 AA3245  ___________________________________________________________________
 AA3245* NAD 83(1986)-  34 13 00.     (N)    118 28 24.     (W)     SCALED    
 AA3245* NAVD 88     -       251.054  (meters)     823.67   (feet)  ADJUSTED  
 AA3245  ___________________________________________________________________
 AA3245  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA3245  DYNAMIC HT  -         250.783 (meters)     822.78  (feet)  COMP
 AA3245  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 AA3245
 AA3245  VERT ORDER  -  FIRST     CLASS II
 AA3245
 AA3245.The horizontal coordinates were scaled from a topographic map and have
 AA3245.an estimated accuracy of +/- 6 seconds.
 AA3245
 AA3245.The orthometric height was determined by differential leveling
 AA3245.and adjusted in June 1995.
 AA3245
 AA3245.The geoid height was determined by GEOID03.
 AA3245
 AA3245.The dynamic height is computed by dividing the NAVD 88
 AA3245.geopotential number by the normal gravity value computed on the
 AA3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3245.degrees latitude (g = 980.6199 gals.).
 AA3245
 AA3245.The modeled gravity was interpolated from observed gravity values.
 AA3245
 AA3245;                    North         East    Units  Estimated Accuracy
 AA3245;SPC CA 5     -   579,600.    1,956,380.      MT  (+/- 180 meters Scaled)
 AA3245
 AA3245                          SUPERSEDED SURVEY CONTROL
 AA3245
 AA3245.No superseded survey control is available for this station.
 AA3245
 AA3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642871(NAD 83)
 AA3245_MARKER: DD = SURVEY DISK
 AA3245_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3245_SP_SET: OVERPASS ABUTMENT
 AA3245_STAMPING: 405-023 1994
 AA3245_MARK LOGO: CADT  
 AA3245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3245+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AA3245
 AA3245  HISTORY     - Date     Condition        Report By
 AA3245  HISTORY     - 1994     MONUMENTED       CADT
 AA3245  HISTORY     - 19940829 GOOD             NGS
 AA3245  HISTORY     - 20040512 GOOD             GEOCAC
 AA3245
 AA3245                          STATION DESCRIPTION
 AA3245
 AA3245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3245'5.5 KM (3.40 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3245'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.7 M (2.3 FT) EAST
 AA3245'OF THE WEST EDGE OF THE NORTH CONCRETE ABUTMENT DECK OF THE FREEWAY
 AA3245'OVERPASS OF THE SOUTHERN PACIFIC RAILROAD, 25.3 M (83.0 FT) NORTH OF
 AA3245'THE CENTER OF THE OVERPASS, 9.9 M (32.5 FT) WEST OF AND LEVEL WITH THE
 AA3245'CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, AND 3.8 M (12.5 FT)
 AA3245'SOUTH OF THE NORTH END OF A GUARDRAIL.
 AA3245
 AA3245                          STATION RECOVERY (2004)
 AA3245
 AA3245'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 AA3245'CO-ORDINATES AND ALTITUDE REGISTERED WITH A MAGELLAN 315 GPSR, WITH
 AA3245'EIGHT STRONG SATELLITES ACQUIRED, AND 3.5 MINUTES AVERAGING - N 34
 AA3245'13.010' BY W 118  28.407', AT 805 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3243 ***********************************************************************
 AA3243  DESIGNATION -  405 024
 AA3243  PID         -  AA3243
 AA3243  STATE/COUNTY-  CA/LOS ANGELES
 AA3243  USGS QUAD   -  VAN NUYS (1972)
 AA3243
 AA3243                         *CURRENT SURVEY CONTROL
 AA3243  ___________________________________________________________________
 AA3243* NAD 83(1986)-  34 13 17.     (N)    118 28 24.     (W)     SCALED    
 AA3243* NAVD 88     -       253.100  (meters)     830.38   (feet)  ADJUSTED  
 AA3243  ___________________________________________________________________
 AA3243  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 AA3243  DYNAMIC HT  -         252.826 (meters)     829.48  (feet)  COMP
 AA3243  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 AA3243
 AA3243  VERT ORDER  -  FIRST     CLASS II
 AA3243
 AA3243.The horizontal coordinates were scaled from a topographic map and have
 AA3243.an estimated accuracy of +/- 6 seconds.
 AA3243
 AA3243.The orthometric height was determined by differential leveling
 AA3243.and adjusted in June 1995.
 AA3243
 AA3243.The geoid height was determined by GEOID03.
 AA3243
 AA3243.The dynamic height is computed by dividing the NAVD 88
 AA3243.geopotential number by the normal gravity value computed on the
 AA3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3243.degrees latitude (g = 980.6199 gals.).
 AA3243
 AA3243.The modeled gravity was interpolated from observed gravity values.
 AA3243
 AA3243;                    North         East    Units  Estimated Accuracy
 AA3243;SPC CA 5     -   580,120.    1,956,390.      MT  (+/- 180 meters Scaled)
 AA3243
 AA3243                          SUPERSEDED SURVEY CONTROL
 AA3243
 AA3243.No superseded survey control is available for this station.
 AA3243
 AA3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642876(NAD 83)
 AA3243_MARKER: DD = SURVEY DISK
 AA3243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3243_SP_SET: ABOVERPASS ABUTMENT
 AA3243_STAMPING: 405-024 1994
 AA3243_MARK LOGO: CADT  
 AA3243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3243+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AA3243
 AA3243  HISTORY     - Date     Condition        Report By
 AA3243  HISTORY     - 1994     MONUMENTED       CADT
 AA3243  HISTORY     - 19940829 GOOD             NGS
 AA3243  HISTORY     - 20040512 GOOD             GEOCAC
 AA3243
 AA3243                          STATION DESCRIPTION
 AA3243
 AA3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3243'5.0 KM (3.10 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3243'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.7 M (2.3 FT) EAST
 AA3243'OF THE WEST EDGE OF THE NORTH CONCRETE ABUTMENT DECK OF THE SOUTHBOUND
 AA3243'FREEWAY OVERPASS OF ROSCOE BOULEVARD, 19.9 M (65.3 FT) NORTH OF THE
 AA3243'CENTER OF THE WESTBOUND LANES OF ROSCOE BOULEVARD, 9.9 M (32.5 FT)
 AA3243'WEST OF AND LEVEL WITH THE CENTER OF THE SOUTHBOUND LANES OF THE
 AA3243'FREEWAY, 4.9 M (16.1 FT) SOUTH OF THE NORTH END OF A GUARDRAIL, AND
 AA3243'0.3 M (1.0 FT) EAST OF THE GUARDRAIL.
 AA3243
 AA3243                          STATION RECOVERY (2004)
 AA3243
 AA3243'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 AA3243'CO-ORDINATES AND ALTITUDE REGISTERED WITH A MAGELLAN 315 GPSR, WITH
 AA3243'NINE STRONG SATELLITES ACQUIRED, AND 3.1 MINUTES AVERAGING - N 34
 AA3243'13.299' BY W 118  28.405', AT 831 FEET.  THE BRIDGE IS IDENTIFIED AS
 AA3243''ROSCOE BLVD.' 53-1409 405 LA 43.80
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3241 ***********************************************************************
 AA3241  DESIGNATION -  405 025
 AA3241  PID         -  AA3241
 AA3241  STATE/COUNTY-  CA/LOS ANGELES
 AA3241  USGS QUAD   -  VAN NUYS (1972)
 AA3241
 AA3241                         *CURRENT SURVEY CONTROL
 AA3241  ___________________________________________________________________
 AA3241* NAD 83(1986)-  34 13 43.     (N)    118 28 24.     (W)     SCALED    
 AA3241* NAVD 88     -       257.013  (meters)     843.22   (feet)  ADJUSTED  
 AA3241  ___________________________________________________________________
 AA3241  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA3241  DYNAMIC HT  -         256.734 (meters)     842.30  (feet)  COMP
 AA3241  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 AA3241
 AA3241  VERT ORDER  -  FIRST     CLASS II
 AA3241
 AA3241.The horizontal coordinates were scaled from a topographic map and have
 AA3241.an estimated accuracy of +/- 6 seconds.
 AA3241
 AA3241.The orthometric height was determined by differential leveling
 AA3241.and adjusted in June 1995.
 AA3241
 AA3241.The geoid height was determined by GEOID03.
 AA3241
 AA3241.The dynamic height is computed by dividing the NAVD 88
 AA3241.geopotential number by the normal gravity value computed on the
 AA3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3241.degrees latitude (g = 980.6199 gals.).
 AA3241
 AA3241.The modeled gravity was interpolated from observed gravity values.
 AA3241
 AA3241;                    North         East    Units  Estimated Accuracy
 AA3241;SPC CA 5     -   580,920.    1,956,390.      MT  (+/- 180 meters Scaled)
 AA3241
 AA3241                          SUPERSEDED SURVEY CONTROL
 AA3241
 AA3241.No superseded survey control is available for this station.
 AA3241
 AA3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643884(NAD 83)
 AA3241_MARKER: DD = SURVEY DISK
 AA3241_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3241_SP_SET: OVERPASS ABUTMENT
 AA3241_STAMPING: 405-025 1994
 AA3241_MARK LOGO: CADT  
 AA3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3241+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3241
 AA3241  HISTORY     - Date     Condition        Report By
 AA3241  HISTORY     - 1994     MONUMENTED       CADT
 AA3241  HISTORY     - 19940829 GOOD             NGS
 AA3241
 AA3241                          STATION DESCRIPTION
 AA3241
 AA3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3241'4.2 KM (2.60 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3241'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.9 M (3.0 FT) EAST
 AA3241'OF THE WEST EDGE OF THE NORTH CONCRETE ABUTMENT DECK OF THE SOUTHBOUND
 AA3241'FREEWAY OVERPASS OF PARTHENIA STREET, 15.1 M (49.5 FT) SOUTH OF THE
 AA3241'NORTH END OF A SOUND WALL, 9.8 M (32.2 FT) WEST OF AND LEVEL WITH THE
 AA3241'CENTER OF THE FREEWAY, AND 0.5 M (1.6 FT) EAST OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3233 ***********************************************************************
 AA3233  DESIGNATION -  405 030
 AA3233  PID         -  AA3233
 AA3233  STATE/COUNTY-  CA/LOS ANGELES
 AA3233  USGS QUAD   -  SAN FERNANDO (1988)
 AA3233
 AA3233                         *CURRENT SURVEY CONTROL
 AA3233  ___________________________________________________________________
 AA3233* NAD 83(1986)-  34 16 46.     (N)    118 28 13.     (W)     SCALED    
 AA3233* NAVD 88     -       313.662  (meters)    1029.07   (feet)  ADJUSTED  
 AA3233  ___________________________________________________________________
 AA3233  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AA3233  DYNAMIC HT  -         313.313 (meters)    1027.93  (feet)  COMP
 AA3233  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 AA3233
 AA3233  VERT ORDER  -  FIRST     CLASS II
 AA3233
 AA3233.The horizontal coordinates were scaled from a topographic map and have
 AA3233.an estimated accuracy of +/- 6 seconds.
 AA3233
 AA3233.The orthometric height was determined by differential leveling
 AA3233.and adjusted in June 1995.
 AA3233
 AA3233.The geoid height was determined by GEOID03.
 AA3233
 AA3233.The dynamic height is computed by dividing the NAVD 88
 AA3233.geopotential number by the normal gravity value computed on the
 AA3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3233.degrees latitude (g = 980.6199 gals.).
 AA3233
 AA3233.The modeled gravity was interpolated from observed gravity values.
 AA3233
 AA3233;                    North         East    Units  Estimated Accuracy
 AA3233;SPC CA 5     -   586,560.    1,956,700.      MT  (+/- 180 meters Scaled)
 AA3233
 AA3233                          SUPERSEDED SURVEY CONTROL
 AA3233
 AA3233.No superseded survey control is available for this station.
 AA3233
 AA3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT646941(NAD 83)
 AA3233_MARKER: DD = SURVEY DISK
 AA3233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3233_SP_SET: OVERPASS ABUTMENT
 AA3233_STAMPING: 405 030 1994
 AA3233_MARK LOGO: CADT  
 AA3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3233+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3233
 AA3233  HISTORY     - Date     Condition        Report By
 AA3233  HISTORY     - 1994     MONUMENTED       CADT
 AA3233  HISTORY     - 19940829 GOOD             NGS
 AA3233
 AA3233                          STATION DESCRIPTION
 AA3233
 AA3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3233'IN MISSION HILLS, AT THE INTERSECTION OF FREEWAY 405 AND RINALDI
 AA3233'STREET, IN TOP OF AND 0.7 M (2.3 FT) EAST OF THE WEST EDGE OF THE
 AA3233'NORTH CONCRETE ABUTMENT DECK OF THE FREEWAY OVERPASS OF THE STREET,
 AA3233'24.6 M (80.7 FT) NORTH OF THE CENTER OF THE STREET, 2.7 M (8.9 FT)
 AA3233'WEST OF AND LEVEL WITH THE FOG LINE OF THE SOUTHBOUND FREEWAY, AND 0.9
 AA3233'M (3.0 FT) SOUTH OF THE NORTH EDGE OF THE DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3280 ***********************************************************************
 AA3280  DESIGNATION -  405 31.6
 AA3280  PID         -  AA3280
 AA3280  STATE/COUNTY-  CA/LOS ANGELES
 AA3280  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3280
 AA3280                         *CURRENT SURVEY CONTROL
 AA3280  ___________________________________________________________________
 AA3280* NAD 83(1986)-  34 03 20.     (N)    118 27 07.     (W)     SCALED    
 AA3280* NAVD 88     -       103.341  (meters)     339.04   (feet)  ADJUSTED  
 AA3280  ___________________________________________________________________
 AA3280  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 AA3280  DYNAMIC HT  -         103.232 (meters)     338.69  (feet)  COMP
 AA3280  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 AA3280
 AA3280  VERT ORDER  -  FIRST     CLASS II
 AA3280
 AA3280.The horizontal coordinates were scaled from a topographic map and have
 AA3280.an estimated accuracy of +/- 6 seconds.
 AA3280
 AA3280.The orthometric height was determined by differential leveling
 AA3280.and adjusted in June 1995.
 AA3280
 AA3280.The geoid height was determined by GEOID03.
 AA3280
 AA3280.The dynamic height is computed by dividing the NAVD 88
 AA3280.geopotential number by the normal gravity value computed on the
 AA3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3280.degrees latitude (g = 980.6199 gals.).
 AA3280
 AA3280.The modeled gravity was interpolated from observed gravity values.
 AA3280
 AA3280;                    North         East    Units  Estimated Accuracy
 AA3280;SPC CA 5     -   561,720.    1,958,280.      MT  (+/- 180 meters Scaled)
 AA3280
 AA3280                          SUPERSEDED SURVEY CONTROL
 AA3280
 AA3280.No superseded survey control is available for this station.
 AA3280
 AA3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT659692(NAD 83)
 AA3280_MARKER: DD = SURVEY DISK
 AA3280_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3280_SP_SET: CURB
 AA3280_STAMPING: LA 405 31.6 LS 6172 1992
 AA3280_MARK LOGO: CADT  
 AA3280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3280+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3280
 AA3280  HISTORY     - Date     Condition        Report By
 AA3280  HISTORY     - 1992     MONUMENTED       CADT
 AA3280  HISTORY     - 19940829 GOOD             NGS
 AA3280
 AA3280                          STATION DESCRIPTION
 AA3280
 AA3280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3280'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND WILSHIRE
 AA3280'BOULEVARD, IN THE NORTHEAST CONCRETE CURB OF THE MEDIAN BETWEEN THE
 AA3280'NORTHBOUND LANES OF THE FREEWAY AND THE ON-RAMP FROM THE BOULEVARD,
 AA3280'11.4 M (37.4 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 AA3280'THE FREEWAY, 5.5 M (18.0 FT) SOUTHWEST OF THE CENTER OF THE RAMP, 2.0
 AA3280'M (6.6 FT) SOUTHEAST OF THE CENTER OF THE BOULEVARD OVERPASS OF THE
 AA3280'FREEWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3279 ***********************************************************************
 AA3279  DESIGNATION -  405 31.9
 AA3279  PID         -  AA3279
 AA3279  STATE/COUNTY-  CA/LOS ANGELES
 AA3279  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3279
 AA3279                         *CURRENT SURVEY CONTROL
 AA3279  ___________________________________________________________________
 AA3279* NAD 83(1986)-  34 03 35.     (N)    118 27 18.     (W)     SCALED    
 AA3279* NAVD 88     -       113.759  (meters)     373.22   (feet)  ADJUSTED  
 AA3279  ___________________________________________________________________
 AA3279  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 AA3279  DYNAMIC HT  -         113.640 (meters)     372.83  (feet)  COMP
 AA3279  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 AA3279
 AA3279  VERT ORDER  -  FIRST     CLASS II
 AA3279
 AA3279.The horizontal coordinates were scaled from a topographic map and have
 AA3279.an estimated accuracy of +/- 6 seconds.
 AA3279
 AA3279.The orthometric height was determined by differential leveling
 AA3279.and adjusted in June 1995.
 AA3279
 AA3279.The geoid height was determined by GEOID03.
 AA3279
 AA3279.The dynamic height is computed by dividing the NAVD 88
 AA3279.geopotential number by the normal gravity value computed on the
 AA3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3279.degrees latitude (g = 980.6199 gals.).
 AA3279
 AA3279.The modeled gravity was interpolated from observed gravity values.
 AA3279
 AA3279;                    North         East    Units  Estimated Accuracy
 AA3279;SPC CA 5     -   562,180.    1,958,000.      MT  (+/- 180 meters Scaled)
 AA3279
 AA3279                          SUPERSEDED SURVEY CONTROL
 AA3279
 AA3279.No superseded survey control is available for this station.
 AA3279
 AA3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT657697(NAD 83)
 AA3279_MARKER: DD = SURVEY DISK
 AA3279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3279_SP_SET: CURB
 AA3279_STAMPING: LA 405 31.9 LS 6172 1992
 AA3279_MARK LOGO: CADT  
 AA3279_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3279+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3279
 AA3279  HISTORY     - Date     Condition        Report By
 AA3279  HISTORY     - 1992     MONUMENTED       CADT
 AA3279  HISTORY     - 19940829 GOOD             NGS
 AA3279
 AA3279                          STATION DESCRIPTION
 AA3279
 AA3279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3279'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND CONSTITUTION
 AA3279'AVENUE, IN THE NORTHEAST CONCRETE CURB OF THE FREEWAY OVERPASS OF THE
 AA3279'AVENUE, 10.7 M (35.1 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AA3279'LANES OF THE FREEWAY, 2.3 M (7.5 FT) SOUTHEAST OF THE CENTER OF THE
 AA3279'AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3277 ***********************************************************************
 AA3277  DESIGNATION -  405 32.3
 AA3277  PID         -  AA3277
 AA3277  STATE/COUNTY-  CA/LOS ANGELES
 AA3277  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3277
 AA3277                         *CURRENT SURVEY CONTROL
 AA3277  ___________________________________________________________________
 AA3277* NAD 83(1986)-  34 03 58.     (N)    118 27 39.     (W)     SCALED    
 AA3277* NAVD 88     -       127.034  (meters)     416.78   (feet)  ADJUSTED  
 AA3277  ___________________________________________________________________
 AA3277  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AA3277  DYNAMIC HT  -         126.901 (meters)     416.34  (feet)  COMP
 AA3277  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 AA3277
 AA3277  VERT ORDER  -  FIRST     CLASS II
 AA3277
 AA3277.The horizontal coordinates were scaled from a topographic map and have
 AA3277.an estimated accuracy of +/- 6 seconds.
 AA3277
 AA3277.The orthometric height was determined by differential leveling
 AA3277.and adjusted in June 1995.
 AA3277
 AA3277.The geoid height was determined by GEOID03.
 AA3277
 AA3277.The dynamic height is computed by dividing the NAVD 88
 AA3277.geopotential number by the normal gravity value computed on the
 AA3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3277.degrees latitude (g = 980.6199 gals.).
 AA3277
 AA3277.The modeled gravity was interpolated from observed gravity values.
 AA3277
 AA3277;                    North         East    Units  Estimated Accuracy
 AA3277;SPC CA 5     -   562,890.    1,957,460.      MT  (+/- 180 meters Scaled)
 AA3277
 AA3277                          SUPERSEDED SURVEY CONTROL
 AA3277
 AA3277.No superseded survey control is available for this station.
 AA3277
 AA3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT651704(NAD 83)
 AA3277_MARKER: DD = SURVEY DISK
 AA3277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3277_STAMPING: LA 405 32.3 1992 LS 6172
 AA3277_MARK LOGO: CADT  
 AA3277_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3277+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3277
 AA3277  HISTORY     - Date     Condition        Report By
 AA3277  HISTORY     - 1992     MONUMENTED       CADT
 AA3277  HISTORY     - 19940829 GOOD             NGS
 AA3277
 AA3277                          STATION DESCRIPTION
 AA3277
 AA3277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3277'4.7 KM (2.90 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3277'INTERSTATE HIGHWAY 10 IN SANTA MONICA, 15.4 M (50.5 FT) SOUTH OF CALL
 AA3277'BOX NUMBER 324, 11.2 M (36.7 FT) EAST OF THE CENTER OF THE NORTHBOUND
 AA3277'LANES OF THE FREEWAY, 9.5 M (31.2 FT) SOUTH OF THE SOUTH END OF A
 AA3277'SOUND WALL, 8.8 M (28.9 FT) NORTH OF THE SOUTH END OF A GUARDRAIL, 3.6
 AA3277'M (11.8 FT) SOUTHWEST OF A WITNESS POST, 3.4 M (11.2 FT) WEST OF THE
 AA3277'FOG LINE OF THE OFF-RAMP LEADING TO MORGAN STREET, 0.3 M (1.0 FT)
 AA3277'BELOW THE LEVEL OF THE FREEWAY, DISK ON TOP OF A 0.9 METER LONG PIPE
 AA3277'SURROUNDED BY AND RECESSED 0.01 M (0.03 FT) BELOW THE LEVEL OF THE
 AA3277'ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3276 ***********************************************************************
 AA3276  DESIGNATION -  405 33.0
 AA3276  PID         -  AA3276
 AA3276  STATE/COUNTY-  CA/LOS ANGELES
 AA3276  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3276
 AA3276                         *CURRENT SURVEY CONTROL
 AA3276  ___________________________________________________________________
 AA3276* NAD 83(2007)-  34 04 21.31146(N)    118 28 00.31781(W)     ADJUSTED  
 AA3276* NAVD 88     -       154.287  (meters)     506.19   (feet)  ADJUSTED  
 AA3276  ___________________________________________________________________
 AA3276  EPOCH DATE  -        2007.00
 AA3276  X           -  -2,520,923.986 (meters)                     COMP
 AA3276  Y           -  -4,649,395.763 (meters)                     COMP
 AA3276  Z           -   3,553,185.447 (meters)                     COMP
 AA3276  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA3276  ELLIP HEIGHT-         119.104 (meters)          (02/10/07) ADJUSTED
 AA3276  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 AA3276  DYNAMIC HT  -         154.126 (meters)     505.66  (feet)  COMP
 AA3276
 AA3276  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3276  Type    PID    Designation                      North   East  Ellip
 AA3276  -------------------------------------------------------------------
 AA3276  NETWORK AA3276 405 33.0                          0.98   1.29   5.61
 AA3276  -------------------------------------------------------------------
 AA3276  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 AA3276
 AA3276  VERT ORDER  -  FIRST     CLASS II
 AA3276
 AA3276.The horizontal coordinates were established by GPS observations
 AA3276.and adjusted by the National Geodetic Survey in February 2007.
 AA3276
 AA3276.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3276.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3276.The horizontal coordinates are valid at the epoch date displayed above.
 AA3276.The epoch date for horizontal control is a decimal equivalence
 AA3276.of Year/Month/Day.
 AA3276
 AA3276.The orthometric height was determined by differential leveling
 AA3276.and adjusted in June 1995.
 AA3276
 AA3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3276
 AA3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3276
 AA3276.The ellipsoidal height was determined by GPS observations
 AA3276.and is referenced to NAD 83.
 AA3276
 AA3276.The geoid height was determined by GEOID03.
 AA3276
 AA3276.The dynamic height is computed by dividing the NAVD 88
 AA3276.geopotential number by the normal gravity value computed on the
 AA3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3276.degrees latitude (g = 980.6199 gals.).
 AA3276
 AA3276.The modeled gravity was interpolated from observed gravity values.
 AA3276
 AA3276;                    North         East     Units Scale Factor Converg.
 AA3276;SPC CA 5     -   563,614.731 1,956,916.168   MT  0.99999173   -0 15 57.8
 AA3276;SPC CA 5     - 1,849,126.00  6,420,315.79   sFT  0.99999173   -0 15 57.8
 AA3276;UTM  11      - 3,771,174.941   364,658.132   MT  0.99982580   -0 49 18.7
 AA3276
 AA3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3276!SPC CA 5     -   0.99998130  x   0.99999173  =   0.99997303
 AA3276!UTM  11      -   0.99998130  x   0.99982580  =   0.99980711
 AA3276
 AA3276                          SUPERSEDED SURVEY CONTROL
 AA3276
 AA3276  NAD 83(1994)-  34 04 21.29959(N)    118 28 00.30540(W) AD(1995.00) 1
 AA3276  ELLIP H (11/30/95)  119.124  (m)                       GP(1995.00) 4 2
 AA3276  NAVD 88 (11/30/95)  154.29   (m)          506.2    (f) LEVELING    3  
 AA3276
 AA3276.Superseded values are not recommended for survey control.
 AA3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3276.See file dsdata.txt to determine how the superseded data were derived.
 AA3276
 AA3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6465871175(NAD 83)
 AA3276_MARKER: DD = SURVEY DISK
 AA3276_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3276_SP_SET: SIDEWALK
 AA3276_STAMPING: LA 405 33.0 LS 6172 1992
 AA3276_MARK LOGO: CADT  
 AA3276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3276+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3276
 AA3276  HISTORY     - Date     Condition        Report By
 AA3276  HISTORY     - 1992     MONUMENTED       CADT
 AA3276  HISTORY     - 19940829 GOOD             NGS
 AA3276
 AA3276                          STATION DESCRIPTION
 AA3276
 AA3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3276'IN LOS ANGELES, AT THE INTERSECTION OF FREEWAY 405 AND SUNSET
 AA3276'BOULEVARD, IN THE SOUTHEAST CONCRETE SIDEWALK OF THE BOULEVARD
 AA3276'OVERPASS OF THE FREEWAY, 14.0 M (45.9 FT) SOUTHWEST OF THE CENTER OF
 AA3276'THE SOUTHBOUND LANES OF THE FREEWAY, 5.8 M (19.0 FT) SOUTHEAST OF THE
 AA3276'CENTER OF THE NORTH-EASTBOUND LANES OF THE BOULEVARD, 0.7 M (2.3 FT)
 AA3276'NORTHEAST OF THE SOUTHWEST END OF THE SIDEWALK, AND 0.3 M (1.0 FT)
 AA3276'ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3274 ***********************************************************************
 AA3274  DESIGNATION -  405 33.3
 AA3274  PID         -  AA3274
 AA3274  STATE/COUNTY-  CA/LOS ANGELES
 AA3274  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3274
 AA3274                         *CURRENT SURVEY CONTROL
 AA3274  ___________________________________________________________________
 AA3274* NAD 83(1986)-  34 04 38.     (N)    118 28 11.     (W)     SCALED    
 AA3274* NAVD 88     -       165.663  (meters)     543.51   (feet)  ADJUSTED  
 AA3274  ___________________________________________________________________
 AA3274  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AA3274  DYNAMIC HT  -         165.490 (meters)     542.95  (feet)  COMP
 AA3274  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 AA3274
 AA3274  VERT ORDER  -  FIRST     CLASS II
 AA3274
 AA3274.The horizontal coordinates were scaled from a topographic map and have
 AA3274.an estimated accuracy of +/- 6 seconds.
 AA3274
 AA3274.The orthometric height was determined by differential leveling
 AA3274.and adjusted in June 1995.
 AA3274
 AA3274.The geoid height was determined by GEOID03.
 AA3274
 AA3274.The dynamic height is computed by dividing the NAVD 88
 AA3274.geopotential number by the normal gravity value computed on the
 AA3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3274.degrees latitude (g = 980.6199 gals.).
 AA3274
 AA3274.The modeled gravity was interpolated from observed gravity values.
 AA3274
 AA3274;                    North         East    Units  Estimated Accuracy
 AA3274;SPC CA 5     -   564,130.    1,956,650.      MT  (+/- 180 meters Scaled)
 AA3274
 AA3274                          SUPERSEDED SURVEY CONTROL
 AA3274
 AA3274.No superseded survey control is available for this station.
 AA3274
 AA3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643716(NAD 83)
 AA3274_MARKER: DD = SURVEY DISK
 AA3274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3274_STAMPING: LA 405 33.3 LS 6172 1992
 AA3274_MARK LOGO: CADT  
 AA3274_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3274+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3274
 AA3274  HISTORY     - Date     Condition        Report By
 AA3274  HISTORY     - 1992     MONUMENTED       CADT
 AA3274  HISTORY     - 19940829 GOOD             NGS
 AA3274
 AA3274                          STATION DESCRIPTION
 AA3274
 AA3274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3274'6.3 KM (3.90 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3274'INTERSTATE HIGHWAY 10 IN SANTA MONICA, 12.6 M (41.3 FT) NORTHWEST OF
 AA3274'THE EXTENDED CENTER OF THE NORTH-EASTBOUND LANES OF MORAGA DRIVE, 11.0
 AA3274'M (36.1 FT) NORTHEAST OF AND LEVEL WITH THE NORTHBOUND LANES OF THE
 AA3274'FREEWAY, 8.3 M (27.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 AA3274'SOUTH-WESTBOUND LANES OF THE DRIVE, 2.5 M (8.2 FT) SOUTHWEST OF A
 AA3274'WITNESS POST, 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 AA3274'SHOULDER OF THE FREEWAY, DISK ON TOP OF A 0.9 METER LONG PIPE
 AA3274'SURROUNDED BY AND RECESSED 0.01 M (0.03 FT) BELOW THE LEVEL OF THE
 AA3274'ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3272 ***********************************************************************
 AA3272  DESIGNATION -  405 34.1
 AA3272  PID         -  AA3272
 AA3272  STATE/COUNTY-  CA/LOS ANGELES
 AA3272  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3272
 AA3272                         *CURRENT SURVEY CONTROL
 AA3272  ___________________________________________________________________
 AA3272* NAD 83(1986)-  34 05 12.     (N)    118 28 29.     (W)     SCALED    
 AA3272* NAVD 88     -       199.822  (meters)     655.58   (feet)  ADJUSTED  
 AA3272  ___________________________________________________________________
 AA3272  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AA3272  DYNAMIC HT  -         199.614 (meters)     654.90  (feet)  COMP
 AA3272  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 AA3272
 AA3272  VERT ORDER  -  FIRST     CLASS II
 AA3272
 AA3272.The horizontal coordinates were scaled from a topographic map and have
 AA3272.an estimated accuracy of +/- 6 seconds.
 AA3272
 AA3272.The orthometric height was determined by differential leveling
 AA3272.and adjusted in June 1995.
 AA3272
 AA3272.The geoid height was determined by GEOID03.
 AA3272
 AA3272.The dynamic height is computed by dividing the NAVD 88
 AA3272.geopotential number by the normal gravity value computed on the
 AA3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3272.degrees latitude (g = 980.6199 gals.).
 AA3272
 AA3272.The modeled gravity was interpolated from observed gravity values.
 AA3272
 AA3272;                    North         East    Units  Estimated Accuracy
 AA3272;SPC CA 5     -   565,180.    1,956,190.      MT  (+/- 180 meters Scaled)
 AA3272
 AA3272                          SUPERSEDED SURVEY CONTROL
 AA3272
 AA3272.No superseded survey control is available for this station.
 AA3272
 AA3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT639727(NAD 83)
 AA3272_MARKER: DD = SURVEY DISK
 AA3272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3272_STAMPING: LA 405 34.1 LS 6172 1992
 AA3272_MARK LOGO: CADT  
 AA3272_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3272+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3272
 AA3272  HISTORY     - Date     Condition        Report By
 AA3272  HISTORY     - 1992     MONUMENTED       CADT
 AA3272  HISTORY     - 19940829 GOOD             NGS
 AA3272
 AA3272                          STATION DESCRIPTION
 AA3272
 AA3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3272'7.5 KM (4.65 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3272'INTERSTATE HIGHWAY 10 IN SANTA MONICA, 209.0 M (685.7 FT) SOUTH OF THE
 AA3272'CENTER OF GETTY CENTER DRIVE, 16.3 M (53.5 FT) NORTH OF THE WEST LEG
 AA3272'OF A FREEWAY INFORMATION SIGN (GETTY CENTER DRIVE RIGHT LANE) , 11.9 M
 AA3272'(39.0 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE FREEWAY,
 AA3272'7.5 M (24.6 FT) NORTHWEST OF THE NORTH END OF A SOUND WALL, 0.8 M (2.6
 AA3272'FT) WEST OF THE EAST CURB OF THE FREEWAY, 0.3 M (1.0 FT) BELOW THE
 AA3272'LEVEL OF FREEWAY, DISK ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY
 AA3272'AND RECESSED 0.01 M (0.03 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER
 AA3272'OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3270 ***********************************************************************
 AA3270  DESIGNATION -  405 34.4
 AA3270  PID         -  AA3270
 AA3270  STATE/COUNTY-  CA/LOS ANGELES
 AA3270  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3270
 AA3270                         *CURRENT SURVEY CONTROL
 AA3270  ___________________________________________________________________
 AA3270* NAD 83(1986)-  34 05 30.     (N)    118 28 32.     (W)     SCALED    
 AA3270* NAVD 88     -       216.255  (meters)     709.50   (feet)  ADJUSTED  
 AA3270  ___________________________________________________________________
 AA3270  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AA3270  DYNAMIC HT  -         216.029 (meters)     708.76  (feet)  COMP
 AA3270  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 AA3270
 AA3270  VERT ORDER  -  FIRST     CLASS II
 AA3270
 AA3270.The horizontal coordinates were scaled from a topographic map and have
 AA3270.an estimated accuracy of +/- 6 seconds.
 AA3270
 AA3270.The orthometric height was determined by differential leveling
 AA3270.and adjusted in June 1995.
 AA3270
 AA3270.The geoid height was determined by GEOID03.
 AA3270
 AA3270.The dynamic height is computed by dividing the NAVD 88
 AA3270.geopotential number by the normal gravity value computed on the
 AA3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3270.degrees latitude (g = 980.6199 gals.).
 AA3270
 AA3270.The modeled gravity was interpolated from observed gravity values.
 AA3270
 AA3270;                    North         East    Units  Estimated Accuracy
 AA3270;SPC CA 5     -   565,740.    1,956,110.      MT  (+/- 180 meters Scaled)
 AA3270
 AA3270                          SUPERSEDED SURVEY CONTROL
 AA3270
 AA3270.No superseded survey control is available for this station.
 AA3270
 AA3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT638733(NAD 83)
 AA3270_MARKER: DD = SURVEY DISK
 AA3270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3270_STAMPING: LA 405 34.4 LS 6172 1992
 AA3270_MARK LOGO: CADT  
 AA3270_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3270+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3270
 AA3270  HISTORY     - Date     Condition        Report By
 AA3270  HISTORY     - 1992     MONUMENTED       CADT
 AA3270  HISTORY     - 19940829 GOOD             NGS
 AA3270
 AA3270                          STATION DESCRIPTION
 AA3270
 AA3270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3270'8.0 KM (4.95 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3270'INTERSTATE HIGHWAY 10 IN SANTA MONICA, 37.9 M (124.3 FT) SOUTH OF AN
 AA3270'OVERHEAD FREEWAY INFORMATION SIGN (MULHOLLAND DRIVE 2 MILES (3.2 KM)
 AA3270'GETTY CENTER DRIVE) , 9.9 M (32.5 FT) EAST OF THE CENTER OF THE
 AA3270'NORTHBOUND LANES OF THE FREEWAY, 1.4 M (4.6 FT) WEST OF A WITNESS
 AA3270'POST, 0.2 M (0.7 FT) BELOW LEVEL OF THE FREEWAY, DISK ON TOP OF A 0.9
 AA3270'METER LONG PIPE SURROUNDED BY AND RECESSED 0.02 M (0.07 FT) BELOW THE
 AA3270'LEVEL OF THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3269 ***********************************************************************
 AA3269  DESIGNATION -  405 34.7
 AA3269  PID         -  AA3269
 AA3269  STATE/COUNTY-  CA/LOS ANGELES
 AA3269  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3269
 AA3269                         *CURRENT SURVEY CONTROL
 AA3269  ___________________________________________________________________
 AA3269* NAD 83(1986)-  34 05 44.     (N)    118 28 37.     (W)     SCALED    
 AA3269* NAVD 88     -       231.175  (meters)     758.45   (feet)  ADJUSTED  
 AA3269  ___________________________________________________________________
 AA3269  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AA3269  DYNAMIC HT  -         230.933 (meters)     757.65  (feet)  COMP
 AA3269  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 AA3269
 AA3269  VERT ORDER  -  FIRST     CLASS II
 AA3269
 AA3269.The horizontal coordinates were scaled from a topographic map and have
 AA3269.an estimated accuracy of +/- 6 seconds.
 AA3269
 AA3269.The orthometric height was determined by differential leveling
 AA3269.and adjusted in June 1995.
 AA3269
 AA3269.The geoid height was determined by GEOID03.
 AA3269
 AA3269.The dynamic height is computed by dividing the NAVD 88
 AA3269.geopotential number by the normal gravity value computed on the
 AA3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3269.degrees latitude (g = 980.6199 gals.).
 AA3269
 AA3269.The modeled gravity was interpolated from observed gravity values.
 AA3269
 AA3269;                    North         East    Units  Estimated Accuracy
 AA3269;SPC CA 5     -   566,170.    1,955,990.      MT  (+/- 180 meters Scaled)
 AA3269
 AA3269                          SUPERSEDED SURVEY CONTROL
 AA3269
 AA3269.No superseded survey control is available for this station.
 AA3269
 AA3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT637737(NAD 83)
 AA3269_MARKER: DD = SURVEY DISK
 AA3269_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3269_SP_SET: CURB
 AA3269_STAMPING: LA 405 34.7 LS 6172 1992
 AA3269_MARK LOGO: CADT  
 AA3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3269+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AA3269
 AA3269  HISTORY     - Date     Condition        Report By
 AA3269  HISTORY     - 1992     MONUMENTED       CADT
 AA3269  HISTORY     - 19940829 GOOD             NGS
 AA3269  HISTORY     - 19960717 GOOD             MWDSC
 AA3269
 AA3269                          STATION DESCRIPTION
 AA3269
 AA3269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3269'8.8 KM (5.45 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3269'INTERSTATE HIGHWAY 10 IN SANTA MONICA, IN TOP OF AND 0.3 M (1.0 FT)
 AA3269'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE CURB OF THE
 AA3269'NORTHBOUND FREEWAY ON-RAMP FROM SEPULVEDA BOULEVARD, 19.4 M (63.6 FT)
 AA3269'NORTHWEST OF THE RAMP METER, 15.4 M (50.5 FT) EAST OF THE CENTER OF
 AA3269'THE NORTHBOUND LANES OF THE FREEWAY, 3.2 M (10.5 FT) SOUTHWEST OF THE
 AA3269'CENTER OF THE RAMP, 0.8 M (2.6 FT) EAST OF A WITNESS POST, AND 0.2 M
 AA3269'(0.7 FT) ABOVE THE LEVEL OF THE RAMP.
 AA3269
 AA3269                          STATION RECOVERY (1996)
 AA3269
 AA3269'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AA3269'RECOVERED AS DESCRIBED.  REF MWD FB 4034 01 062.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3267 ***********************************************************************
 AA3267  DESIGNATION -  405 35.2
 AA3267  PID         -  AA3267
 AA3267  STATE/COUNTY-  CA/LOS ANGELES
 AA3267  USGS QUAD   -  BEVERLY HILLS (1995)
 AA3267
 AA3267                         *CURRENT SURVEY CONTROL
 AA3267  ___________________________________________________________________
 AA3267* NAD 83(1986)-  34 06 18.     (N)    118 28 42.     (W)     SCALED    
 AA3267* NAVD 88     -       265.387  (meters)     870.69   (feet)  ADJUSTED  
 AA3267  ___________________________________________________________________
 AA3267  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AA3267  DYNAMIC HT  -         265.107 (meters)     869.77  (feet)  COMP
 AA3267  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 AA3267
 AA3267  VERT ORDER  -  FIRST     CLASS II
 AA3267
 AA3267.The horizontal coordinates were scaled from a topographic map and have
 AA3267.an estimated accuracy of +/- 6 seconds.
 AA3267
 AA3267.The orthometric height was determined by differential leveling
 AA3267.and adjusted in June 1995.
 AA3267
 AA3267.The geoid height was determined by GEOID03.
 AA3267
 AA3267.The dynamic height is computed by dividing the NAVD 88
 AA3267.geopotential number by the normal gravity value computed on the
 AA3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3267.degrees latitude (g = 980.6199 gals.).
 AA3267
 AA3267.The modeled gravity was interpolated from observed gravity values.
 AA3267
 AA3267;                    North         East    Units  Estimated Accuracy
 AA3267;SPC CA 5     -   567,220.    1,955,870.      MT  (+/- 180 meters Scaled)
 AA3267
 AA3267                          SUPERSEDED SURVEY CONTROL
 AA3267
 AA3267.No superseded survey control is available for this station.
 AA3267
 AA3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT636747(NAD 83)
 AA3267_MARKER: DD = SURVEY DISK
 AA3267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3267_STAMPING: LA 405 35.2 LS 6172 1992
 AA3267_MARK LOGO: CADT  
 AA3267_PROJECTION: FLUSH
 AA3267_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3267+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3267_ROD/PIPE-DEPTH: 0.9  meters
 AA3267
 AA3267  HISTORY     - Date     Condition        Report By
 AA3267  HISTORY     - 1992     MONUMENTED       CADT
 AA3267  HISTORY     - 19940829 GOOD             NGS
 AA3267
 AA3267                          STATION DESCRIPTION
 AA3267
 AA3267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3267'9.8 KM (6.10 MI) NORTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3267'INTERSTATE HIGHWAY 10 IN SANTA MONICA, 132.5 M (434.7 FT) NORTH OF
 AA3267'CALL BOX NUMBER 354, 15.9 M (52.2 FT) EAST OF THE CENTER OF THE
 AA3267'NORTHBOUND LANES OF THE FREEWAY, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE
 AA3267'FREEWAY, AND 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND THE DISK IS
 AA3267'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3263 ***********************************************************************
 AA3263  DESIGNATION -  405 37.0
 AA3263  PID         -  AA3263
 AA3263  STATE/COUNTY-  CA/LOS ANGELES
 AA3263  USGS QUAD   -  VAN NUYS (1972)
 AA3263
 AA3263                         *CURRENT SURVEY CONTROL
 AA3263  ___________________________________________________________________
 AA3263* NAD 83(1986)-  34 07 34.     (N)    118 28 28.     (W)     SCALED    
 AA3263* NAVD 88     -       363.879  (meters)    1193.83   (feet)  ADJUSTED  
 AA3263  ___________________________________________________________________
 AA3263  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AA3263  DYNAMIC HT  -         363.487 (meters)    1192.54  (feet)  COMP
 AA3263  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 AA3263
 AA3263  VERT ORDER  -  FIRST     CLASS II
 AA3263
 AA3263.The horizontal coordinates were scaled from a topographic map and have
 AA3263.an estimated accuracy of +/- 6 seconds.
 AA3263
 AA3263.The orthometric height was determined by differential leveling
 AA3263.and adjusted in June 1995.
 AA3263
 AA3263.The geoid height was determined by GEOID03.
 AA3263
 AA3263.The dynamic height is computed by dividing the NAVD 88
 AA3263.geopotential number by the normal gravity value computed on the
 AA3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3263.degrees latitude (g = 980.6199 gals.).
 AA3263
 AA3263.The modeled gravity was interpolated from observed gravity values.
 AA3263
 AA3263;                    North         East    Units  Estimated Accuracy
 AA3263;SPC CA 5     -   569,560.    1,956,230.      MT  (+/- 180 meters Scaled)
 AA3263
 AA3263                          SUPERSEDED SURVEY CONTROL
 AA3263
 AA3263.No superseded survey control is available for this station.
 AA3263
 AA3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT640771(NAD 83)
 AA3263_MARKER: DD = SURVEY DISK
 AA3263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3263_SP_SET: OVERPASS ABUTMENT
 AA3263_STAMPING: LA 405 37.0 LS 6172 1992
 AA3263_MARK LOGO: CADT  
 AA3263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3263+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 AA3263
 AA3263  HISTORY     - Date     Condition        Report By
 AA3263  HISTORY     - 1992     MONUMENTED       CADT
 AA3263  HISTORY     - 19940829 GOOD             NGS
 AA3263  HISTORY     - 20060214 GOOD             CA1980
 AA3263
 AA3263                          STATION DESCRIPTION
 AA3263
 AA3263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3263'4.1 KM (2.55 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3263'FREEWAY 101 IN SHERMAN OAKS, IN TOP OF AND 1.1 M (3.6 FT) NORTH OF THE
 AA3263'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE MULHOLLAND DRIVE
 AA3263'OVERPASS OF THE FREEWAY, 65.0 M (213.3 FT) SOUTHEAST OF THE CENTER OF
 AA3263'THE NORTHBOUND LANES OF THE FREEWAY, 34.2 M (112.2 FT) WEST OF THE
 AA3263'CENTERLINE OF SKIRBALL CENTER DRIVE, AND 10.2 M (33.5 FT) SOUTH OF AND
 AA3263'LEVEL WITH THE CENTERLINE OF THE DRIVE.
 AA3263
 AA3263                          STATION RECOVERY (2006)
 AA3263
 AA3263'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 AA3263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3261 ***********************************************************************
 AA3261  DESIGNATION -  405 38.1
 AA3261  PID         -  AA3261
 AA3261  STATE/COUNTY-  CA/LOS ANGELES
 AA3261  USGS QUAD   -  VAN NUYS (1972)
 AA3261
 AA3261                         *CURRENT SURVEY CONTROL
 AA3261  ___________________________________________________________________
 AA3261* NAD 83(1986)-  34 08 31.     (N)    118 28 18.     (W)     SCALED    
 AA3261* NAVD 88     -       274.115  (meters)     899.33   (feet)  ADJUSTED  
 AA3261  ___________________________________________________________________
 AA3261  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA3261  DYNAMIC HT  -         273.822 (meters)     898.36  (feet)  COMP
 AA3261  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 AA3261
 AA3261  VERT ORDER  -  FIRST     CLASS II
 AA3261
 AA3261.The horizontal coordinates were scaled from a topographic map and have
 AA3261.an estimated accuracy of +/- 6 seconds.
 AA3261
 AA3261.The orthometric height was determined by differential leveling
 AA3261.and adjusted in June 1995.
 AA3261
 AA3261.The geoid height was determined by GEOID03.
 AA3261
 AA3261.The dynamic height is computed by dividing the NAVD 88
 AA3261.geopotential number by the normal gravity value computed on the
 AA3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3261.degrees latitude (g = 980.6199 gals.).
 AA3261
 AA3261.The modeled gravity was interpolated from observed gravity values.
 AA3261
 AA3261;                    North         East    Units  Estimated Accuracy
 AA3261;SPC CA 5     -   571,310.    1,956,500.      MT  (+/- 180 meters Scaled)
 AA3261
 AA3261                          SUPERSEDED SURVEY CONTROL
 AA3261
 AA3261.No superseded survey control is available for this station.
 AA3261
 AA3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643788(NAD 83)
 AA3261_MARKER: DD = SURVEY DISK
 AA3261_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA3261+WITH SETTING: PAVEMENT
 AA3261_SP_SET: TRAFFIC SIGNAL BOX
 AA3261_STAMPING: LA 405 38.1 LS 6172 1992
 AA3261_MARK LOGO: CADT  
 AA3261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3261+STABILITY: SURFACE MOTION
 AA3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3261+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3261
 AA3261  HISTORY     - Date     Condition        Report By
 AA3261  HISTORY     - 1992     MONUMENTED       CADT
 AA3261  HISTORY     - 19940829 GOOD             NGS
 AA3261
 AA3261                          STATION DESCRIPTION
 AA3261
 AA3261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3261'2.2 KM (1.35 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3261'FREEWAY 101 IN SHERMAN OAKS, NEAR THE SOUTHEAST CORNER OF THE CONCRETE
 AA3261'FOOTING OF A TRAFFIC SIGNAL CONTROL BOX, 12.5 M (41.0 FT) WEST OF THE
 AA3261'CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 5.9 M (19.4 FT) SOUTH
 AA3261'OF A STREET LIGHT POLE, 1.4 M (4.6 FT) SOUTH OF THE SOUTHEAST CORNER
 AA3261'OF THE BOX, 0.8 M (2.6 FT) WEST OF A GUARDRAIL, 0.6 M (2.0 FT) EAST OF
 AA3261'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3260 ***********************************************************************
 AA3260  DESIGNATION -  405 38.4
 AA3260  PID         -  AA3260
 AA3260  STATE/COUNTY-  CA/LOS ANGELES
 AA3260  USGS QUAD   -  VAN NUYS (1972)
 AA3260
 AA3260                         *CURRENT SURVEY CONTROL
 AA3260  ___________________________________________________________________
 AA3260* NAD 83(1986)-  34 08 46.     (N)    118 28 15.     (W)     SCALED    
 AA3260* NAVD 88     -       250.181  (meters)     820.80   (feet)  ADJUSTED  
 AA3260  ___________________________________________________________________
 AA3260  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AA3260  DYNAMIC HT  -         249.915 (meters)     819.93  (feet)  COMP
 AA3260  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 AA3260
 AA3260  VERT ORDER  -  FIRST     CLASS II
 AA3260
 AA3260.The horizontal coordinates were scaled from a topographic map and have
 AA3260.an estimated accuracy of +/- 6 seconds.
 AA3260
 AA3260.The orthometric height was determined by differential leveling
 AA3260.and adjusted in June 1995.
 AA3260
 AA3260.The geoid height was determined by GEOID03.
 AA3260
 AA3260.The dynamic height is computed by dividing the NAVD 88
 AA3260.geopotential number by the normal gravity value computed on the
 AA3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3260.degrees latitude (g = 980.6199 gals.).
 AA3260
 AA3260.The modeled gravity was interpolated from observed gravity values.
 AA3260
 AA3260;                    North         East    Units  Estimated Accuracy
 AA3260;SPC CA 5     -   571,770.    1,956,580.      MT  (+/- 180 meters Scaled)
 AA3260
 AA3260                          SUPERSEDED SURVEY CONTROL
 AA3260
 AA3260.No superseded survey control is available for this station.
 AA3260
 AA3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643793(NAD 83)
 AA3260_MARKER: DD = SURVEY DISK
 AA3260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3260_STAMPING: LA 405 38.4 LS 6172 1992
 AA3260_MARK LOGO: CADT  
 AA3260_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3260+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3260
 AA3260  HISTORY     - Date     Condition        Report By
 AA3260  HISTORY     - 1992     MONUMENTED       CADT
 AA3260  HISTORY     - 19940829 GOOD             NGS
 AA3260
 AA3260                          STATION DESCRIPTION
 AA3260
 AA3260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3260'1.8 KM (1.10 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3260'FREEWAY 101 IN SHERMAN OAKS, 11.6 M (38.1 FT) WEST OF THE CENTER OF
 AA3260'THE SOUTHBOUND LANES OF THE FREEWAY, 1.0 M (3.3 FT) EAST OF A WITNESS
 AA3260'POST, 0.4 M (1.3 FT) EAST OF A GUARDRAIL, DISK ON TOP OF A 0.9 METER
 AA3260'LONG PIPE SURROUNDED BY AND RECESSED 0.01 M (0.03 FT) BELOW LEVEL OF
 AA3260'THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3257 ***********************************************************************
 AA3257  DESIGNATION -  405 39.9
 AA3257  PID         -  AA3257
 AA3257  STATE/COUNTY-  CA/LOS ANGELES
 AA3257  USGS QUAD   -  VAN NUYS (1972)
 AA3257
 AA3257                         *CURRENT SURVEY CONTROL
 AA3257  ___________________________________________________________________
 AA3257* NAD 83(1986)-  34 09 59.     (N)    118 28 10.     (W)     SCALED    
 AA3257* NAVD 88     -       210.830  (meters)     691.70   (feet)  ADJUSTED  
 AA3257  ___________________________________________________________________
 AA3257  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AA3257  DYNAMIC HT  -         210.607 (meters)     690.97  (feet)  COMP
 AA3257  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 AA3257
 AA3257  VERT ORDER  -  FIRST     CLASS II
 AA3257
 AA3257.The horizontal coordinates were scaled from a topographic map and have
 AA3257.an estimated accuracy of +/- 6 seconds.
 AA3257
 AA3257.The orthometric height was determined by differential leveling
 AA3257.and adjusted in June 1995.
 AA3257
 AA3257.The geoid height was determined by GEOID03.
 AA3257
 AA3257.The dynamic height is computed by dividing the NAVD 88
 AA3257.geopotential number by the normal gravity value computed on the
 AA3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3257.degrees latitude (g = 980.6199 gals.).
 AA3257
 AA3257.The modeled gravity was interpolated from observed gravity values.
 AA3257
 AA3257;                    North         East    Units  Estimated Accuracy
 AA3257;SPC CA 5     -   574,020.    1,956,720.      MT  (+/- 180 meters Scaled)
 AA3257
 AA3257                          SUPERSEDED SURVEY CONTROL
 AA3257
 AA3257.No superseded survey control is available for this station.
 AA3257
 AA3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645815(NAD 83)
 AA3257_MARKER: DD = SURVEY DISK
 AA3257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3257_STAMPING: LA 405 39.9 LS 6172 1992
 AA3257_MARK LOGO: CADT  
 AA3257_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3257+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3257
 AA3257  HISTORY     - Date     Condition        Report By
 AA3257  HISTORY     - 1992     MONUMENTED       CADT
 AA3257  HISTORY     - 19940829 GOOD             NGS
 AA3257
 AA3257                          STATION DESCRIPTION
 AA3257
 AA3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3257'12.0 KM (7.45 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3257'STATE HIGHWAY 118 IN MISSION HILLS, 122.0 M (400.3 FT) SOUTH OF THE
 AA3257'NORTH END OF A GUARDRAIL, 18.0 M (59.1 FT) SOUTHEAST OF A STREET LIGHT
 AA3257'POLE, 10.9 M (35.8 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 AA3257'THE FREEWAY, 1.1 M (3.6 FT) EAST OF A WITNESS POST AND GUARDRAIL, DISK
 AA3257'ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY AND RECESSED 0.01 M
 AA3257'(0.03 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3256 ***********************************************************************
 AA3256  DESIGNATION -  405 40.2
 AA3256  PID         -  AA3256
 AA3256  STATE/COUNTY-  CA/LOS ANGELES
 AA3256  USGS QUAD   -  VAN NUYS (1972)
 AA3256
 AA3256                         *CURRENT SURVEY CONTROL
 AA3256  ___________________________________________________________________
 AA3256* NAD 83(1986)-  34 10 15.     (N)    118 28 06.     (W)     SCALED    
 AA3256* NAVD 88     -       213.408  (meters)     700.16   (feet)  ADJUSTED  
 AA3256  ___________________________________________________________________
 AA3256  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 AA3256  DYNAMIC HT  -         213.181 (meters)     699.41  (feet)  COMP
 AA3256  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 AA3256
 AA3256  VERT ORDER  -  FIRST     CLASS II
 AA3256
 AA3256.The horizontal coordinates were scaled from a topographic map and have
 AA3256.an estimated accuracy of +/- 6 seconds.
 AA3256
 AA3256.The orthometric height was determined by differential leveling
 AA3256.and adjusted in June 1995.
 AA3256
 AA3256.The geoid height was determined by GEOID03.
 AA3256
 AA3256.The dynamic height is computed by dividing the NAVD 88
 AA3256.geopotential number by the normal gravity value computed on the
 AA3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3256.degrees latitude (g = 980.6199 gals.).
 AA3256
 AA3256.The modeled gravity was interpolated from observed gravity values.
 AA3256
 AA3256;                    North         East    Units  Estimated Accuracy
 AA3256;SPC CA 5     -   574,510.    1,956,820.      MT  (+/- 180 meters Scaled)
 AA3256
 AA3256                          SUPERSEDED SURVEY CONTROL
 AA3256
 AA3256.No superseded survey control is available for this station.
 AA3256
 AA3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT646820(NAD 83)
 AA3256_MARKER: DD = SURVEY DISK
 AA3256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3256_STAMPING: LA 405 40.2 1992 LS 6172
 AA3256_MARK LOGO: CADT  
 AA3256_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3256+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3256
 AA3256  HISTORY     - Date     Condition        Report By
 AA3256  HISTORY     - 1992     MONUMENTED       CADT
 AA3256  HISTORY     - 19940829 GOOD             NGS
 AA3256
 AA3256                          STATION DESCRIPTION
 AA3256
 AA3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3256'IN SHERMAN OAKS, AT THE INTERSECTION OF FREEWAY 405 AND BURBANK
 AA3256'BOULEVARD, 138.5 M (454.4 FT) SOUTH OF THE CENTER OF THE BOULEVARD,
 AA3256'15.3 M (50.2 FT) NORTH-NORTHWEST OF A SIGN (EXIT ARROW) , 15.3 M (50.2
 AA3256'FT) NORTH OF THE NORTH END OF THE SHOULDER BETWEEN THE SOUTHBOUND
 AA3256'FREEWAY AND THE OFF-RAMP LEADING TO THE BOULEVARD, 12.3 M (40.4 FT)
 AA3256'NORTH-NORTHWEST OF A SIGN (EXIT ARROW) , 11.8 M (38.7 FT) WEST OF THE
 AA3256'CENTER OF THE RAMP, 3.1 M (10.2 FT) EAST OF THE FREEWAY FOG LINE, 0.8
 AA3256'M (2.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF THE EAST
 AA3256'EDGE OF SHOULDER, DISK ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY
 AA3256'AND RECESSED 0.01 M (0.03 FT) BELOW LEVEL OF SHOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3255 ***********************************************************************
 AA3255  DESIGNATION -  405 40.6
 AA3255  PID         -  AA3255
 AA3255  STATE/COUNTY-  CA/LOS ANGELES
 AA3255  USGS QUAD   -  VAN NUYS (1972)
 AA3255
 AA3255                         *CURRENT SURVEY CONTROL
 AA3255  ___________________________________________________________________
 AA3255* NAD 83(1986)-  34 10 33.     (N)    118 28 04.     (W)     SCALED    
 AA3255* NAVD 88     -       216.332  (meters)     709.75   (feet)  ADJUSTED  
 AA3255  ___________________________________________________________________
 AA3255  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AA3255  DYNAMIC HT  -         216.102 (meters)     708.99  (feet)  COMP
 AA3255  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 AA3255
 AA3255  VERT ORDER  -  FIRST     CLASS II
 AA3255
 AA3255.The horizontal coordinates were scaled from a topographic map and have
 AA3255.an estimated accuracy of +/- 6 seconds.
 AA3255
 AA3255.The orthometric height was determined by differential leveling
 AA3255.and adjusted in June 1995.
 AA3255
 AA3255.The geoid height was determined by GEOID03.
 AA3255
 AA3255.The dynamic height is computed by dividing the NAVD 88
 AA3255.geopotential number by the normal gravity value computed on the
 AA3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3255.degrees latitude (g = 980.6199 gals.).
 AA3255
 AA3255.The modeled gravity was interpolated from observed gravity values.
 AA3255
 AA3255;                    North         East    Units  Estimated Accuracy
 AA3255;SPC CA 5     -   575,070.    1,956,880.      MT  (+/- 180 meters Scaled)
 AA3255
 AA3255                          SUPERSEDED SURVEY CONTROL
 AA3255
 AA3255.No superseded survey control is available for this station.
 AA3255
 AA3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT647826(NAD 83)
 AA3255_MARKER: DD = SURVEY DISK
 AA3255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3255_STAMPING: LA 405 40.6 LS 6172 1992
 AA3255_MARK LOGO: CADT  
 AA3255_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3255+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3255
 AA3255  HISTORY     - Date     Condition        Report By
 AA3255  HISTORY     - 1992     MONUMENTED       CADT
 AA3255  HISTORY     - 19940829 GOOD             NGS
 AA3255
 AA3255                          STATION DESCRIPTION
 AA3255
 AA3255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3255'2.7 KM (1.65 MI) NORTHWESTERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3255'FREEWAY 101 IN SHERMAN OAKS, 29.0 M (95.1 FT) NORTH OF STREET LIGHT
 AA3255'POLE NUMBER S 12255, 13.0 M (42.7 FT) EAST OF THE CENTER OF THE
 AA3255'NORTHBOUND LANES OF THE FREEWAY, 1.2 M (3.9 FT) WEST OF A WITNESS
 AA3255'POST, DISK IS ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY AND
 AA3255'RECESSED 0.01 M (0.03 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER OF
 AA3255'THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3254 ***********************************************************************
 AA3254  DESIGNATION -  405 40.9
 AA3254  PID         -  AA3254
 AA3254  STATE/COUNTY-  CA/LOS ANGELES
 AA3254  USGS QUAD   -  VAN NUYS (1972)
 AA3254
 AA3254                         *CURRENT SURVEY CONTROL
 AA3254  ___________________________________________________________________
 AA3254* NAD 83(1986)-  34 10 51.     (N)    118 28 14.     (W)     SCALED    
 AA3254* NAVD 88     -       218.232  (meters)     715.98   (feet)  ADJUSTED  
 AA3254  ___________________________________________________________________
 AA3254  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AA3254  DYNAMIC HT  -         217.999 (meters)     715.22  (feet)  COMP
 AA3254  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 AA3254
 AA3254  VERT ORDER  -  FIRST     CLASS II
 AA3254
 AA3254.The horizontal coordinates were scaled from a topographic map and have
 AA3254.an estimated accuracy of +/- 6 seconds.
 AA3254
 AA3254.The orthometric height was determined by differential leveling
 AA3254.and adjusted in June 1995.
 AA3254
 AA3254.The geoid height was determined by GEOID03.
 AA3254
 AA3254.The dynamic height is computed by dividing the NAVD 88
 AA3254.geopotential number by the normal gravity value computed on the
 AA3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3254.degrees latitude (g = 980.6199 gals.).
 AA3254
 AA3254.The modeled gravity was interpolated from observed gravity values.
 AA3254
 AA3254;                    North         East    Units  Estimated Accuracy
 AA3254;SPC CA 5     -   575,620.    1,956,620.      MT  (+/- 180 meters Scaled)
 AA3254
 AA3254                          SUPERSEDED SURVEY CONTROL
 AA3254
 AA3254.No superseded survey control is available for this station.
 AA3254
 AA3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT644831(NAD 83)
 AA3254_MARKER: DD = SURVEY DISK
 AA3254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3254_STAMPING: LA 405 40.9 LS 6172 1992
 AA3254_MARK LOGO: CADT  
 AA3254_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3254+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3254
 AA3254  HISTORY     - Date     Condition        Report By
 AA3254  HISTORY     - 1992     MONUMENTED       CADT
 AA3254  HISTORY     - 19940829 GOOD             NGS
 AA3254
 AA3254                          STATION DESCRIPTION
 AA3254
 AA3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3254'3.3 KM (2.05 MI) NORTHWESTERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3254'FREEWAY 101 IN SHERMAN OAKS, 195.0 M (639.8 FT) SOUTH OF CALL BOX
 AA3254'NUMBER 412, 9.9 M (32.5 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES
 AA3254'OF THE FREEWAY, 1.6 M (5.2 FT) WEST OF A WITNESS POST, DISK IS ON TOP
 AA3254'OF A 0.9 METER LONG PIPE SURROUNDED BY AND RECESSED 0.02 M (0.07 FT)
 AA3254'BELOW THE LEVEL OF THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3251 ***********************************************************************
 AA3251  DESIGNATION -  405 41.9
 AA3251  PID         -  AA3251
 AA3251  STATE/COUNTY-  CA/LOS ANGELES
 AA3251  USGS QUAD   -  VAN NUYS (1972)
 AA3251
 AA3251                         *CURRENT SURVEY CONTROL
 AA3251  ___________________________________________________________________
 AA3251* NAD 83(2007)-  34 11 38.52120(N)    118 28 28.26167(W)     ADJUSTED  
 AA3251* NAVD 88     -       231.103  (meters)     758.21   (feet)  ADJUSTED  
 AA3251  ___________________________________________________________________
 AA3251  EPOCH DATE  -        2007.00
 AA3251  X           -  -2,517,980.327 (meters)                     COMP
 AA3251  Y           -  -4,642,465.612 (meters)                     COMP
 AA3251  Z           -   3,564,379.946 (meters)                     COMP
 AA3251  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AA3251  ELLIP HEIGHT-         196.452 (meters)          (02/10/07) ADJUSTED
 AA3251  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA3251  DYNAMIC HT  -         230.856 (meters)     757.40  (feet)  COMP
 AA3251
 AA3251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3251  Type    PID    Designation                      North   East  Ellip
 AA3251  -------------------------------------------------------------------
 AA3251  NETWORK AA3251 405 41.9                          0.63   0.98   4.29
 AA3251  -------------------------------------------------------------------
 AA3251  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 AA3251
 AA3251  VERT ORDER  -  FIRST     CLASS II
 AA3251
 AA3251.The horizontal coordinates were established by GPS observations
 AA3251.and adjusted by the National Geodetic Survey in February 2007.
 AA3251
 AA3251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3251.The horizontal coordinates are valid at the epoch date displayed above.
 AA3251.The epoch date for horizontal control is a decimal equivalence
 AA3251.of Year/Month/Day.
 AA3251
 AA3251.The orthometric height was determined by differential leveling
 AA3251.and adjusted in June 1995.
 AA3251
 AA3251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3251
 AA3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3251
 AA3251.The ellipsoidal height was determined by GPS observations
 AA3251.and is referenced to NAD 83.
 AA3251
 AA3251.The geoid height was determined by GEOID03.
 AA3251
 AA3251.The dynamic height is computed by dividing the NAVD 88
 AA3251.geopotential number by the normal gravity value computed on the
 AA3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3251.degrees latitude (g = 980.6199 gals.).
 AA3251
 AA3251.The modeled gravity was interpolated from observed gravity values.
 AA3251
 AA3251;                    North         East     Units Scale Factor Converg.
 AA3251;SPC CA 5     -   577,089.167 1,956,263.279   MT  0.99996906   -0 16 13.7
 AA3251;SPC CA 5     - 1,893,333.38  6,418,173.77   sFT  0.99996906   -0 16 13.7
 AA3251;UTM  11      - 3,784,653.020   364,136.358   MT  0.99982754   -0 49 43.7
 AA3251
 AA3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3251!SPC CA 5     -   0.99996916  x   0.99996906  =   0.99993822
 AA3251!UTM  11      -   0.99996916  x   0.99982754  =   0.99979671
 AA3251
 AA3251                          SUPERSEDED SURVEY CONTROL
 AA3251
 AA3251  NAD 83(1994)-  34 11 38.51005(N)    118 28 28.24948(W) AD(1995.00) 1
 AA3251  ELLIP H (11/30/95)  196.461  (m)                       GP(1995.00) 4 2
 AA3251  NAVD 88 (11/30/95)  231.10   (m)          758.2    (f) LEVELING    3  
 AA3251
 AA3251.Superseded values are not recommended for survey control.
 AA3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3251.See file dsdata.txt to determine how the superseded data were derived.
 AA3251
 AA3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6413684653(NAD 83)
 AA3251_MARKER: DD = SURVEY DISK
 AA3251_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA3251+WITH SETTING: PAVEMENT
 AA3251_SP_SET: DECK
 AA3251_STAMPING: LA 405 41.9 LS 4965 1992
 AA3251_MARK LOGO: CADT  
 AA3251_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3251+STABILITY: SURFACE MOTION
 AA3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3251+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3251
 AA3251  HISTORY     - Date     Condition        Report By
 AA3251  HISTORY     - 1992     MONUMENTED       CADT
 AA3251  HISTORY     - 19940829 GOOD             NGS
 AA3251
 AA3251                          STATION DESCRIPTION
 AA3251
 AA3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3251'8.1 KM (5.05 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3251'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.9 M (3.0 FT) EAST
 AA3251'OF THE WEST EDGE OF THE CONCRETE DECK OF THE FREEWAY OVERPASS OF
 AA3251'VANOWEN STREET, 13.6 M (44.6 FT) SOUTH OF THE NORTH END OF THE WEST
 AA3251'GUARDRAIL OF THE OVERPASS, 12.4 M (40.7 FT) NORTH OF THE CENTER OF THE
 AA3251'STREET, 9.7 M (31.8 FT) WEST OF AND LEVEL WITH THE CENTER OF THE
 AA3251'SOUTHBOUND LANES OF THE FREEWAY, AND 0.4 M (1.3 FT) EAST OF THE
 AA3251'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3250 ***********************************************************************
 AA3250  DESIGNATION -  405 42.2
 AA3250  PID         -  AA3250
 AA3250  STATE/COUNTY-  CA/LOS ANGELES
 AA3250  USGS QUAD   -  VAN NUYS (1972)
 AA3250
 AA3250                         *CURRENT SURVEY CONTROL
 AA3250  ___________________________________________________________________
 AA3250* NAD 83(1986)-  34 11 51.     (N)    118 28 28.     (W)     SCALED    
 AA3250* NAVD 88     -       234.013  (meters)     767.76   (feet)  ADJUSTED  
 AA3250  ___________________________________________________________________
 AA3250  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AA3250  DYNAMIC HT  -         233.763 (meters)     766.94  (feet)  COMP
 AA3250  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 AA3250
 AA3250  VERT ORDER  -  FIRST     CLASS II
 AA3250
 AA3250.The horizontal coordinates were scaled from a topographic map and have
 AA3250.an estimated accuracy of +/- 6 seconds.
 AA3250
 AA3250.The orthometric height was determined by differential leveling
 AA3250.and adjusted in June 1995.
 AA3250
 AA3250.The geoid height was determined by GEOID03.
 AA3250
 AA3250.The dynamic height is computed by dividing the NAVD 88
 AA3250.geopotential number by the normal gravity value computed on the
 AA3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3250.degrees latitude (g = 980.6199 gals.).
 AA3250
 AA3250.The modeled gravity was interpolated from observed gravity values.
 AA3250
 AA3250;                    North         East    Units  Estimated Accuracy
 AA3250;SPC CA 5     -   577,470.    1,956,270.      MT  (+/- 180 meters Scaled)
 AA3250
 AA3250                          SUPERSEDED SURVEY CONTROL
 AA3250
 AA3250.No superseded survey control is available for this station.
 AA3250
 AA3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT641850(NAD 83)
 AA3250_MARKER: DD = SURVEY DISK
 AA3250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3250_STAMPING: LA 405 42.2 LS 4965 1992
 AA3250_MARK LOGO: CADT  
 AA3250_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3250+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3250
 AA3250  HISTORY     - Date     Condition        Report By
 AA3250  HISTORY     - 1992     MONUMENTED       CADT
 AA3250  HISTORY     - 19940829 GOOD             NGS
 AA3250
 AA3250                          STATION DESCRIPTION
 AA3250
 AA3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3250'7.7 KM (4.80 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3250'STATE HIGHWAY 118 IN MISSION HILLS, 29.3 M (96.1 FT) SOUTH OF THE
 AA3250'SOUTH END OF A GUARDRAIL, 16.1 M (52.8 FT) NORTH OF A STREET LIGHT
 AA3250'POLE, 11.7 M (38.4 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 AA3250'THE FREEWAY, 1.9 M (6.2 FT) EAST OF A WITNESS POST, DISK IS ON TOP OF
 AA3250'A 0.9 METER LONG PIPE SURROUNDED BY AND RECESSED 0.01 M (0.03 FT)
 AA3250'BELOW THE LEVEL OF THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3248 ***********************************************************************
 AA3248  DESIGNATION -  405 42.8
 AA3248  PID         -  AA3248
 AA3248  STATE/COUNTY-  CA/LOS ANGELES
 AA3248  USGS QUAD   -  VAN NUYS (1972)
 AA3248
 AA3248                         *CURRENT SURVEY CONTROL
 AA3248  ___________________________________________________________________
 AA3248* NAD 83(1986)-  34 12 29.     (N)    118 28 24.     (W)     SCALED    
 AA3248* NAVD 88     -       240.877  (meters)     790.28   (feet)  ADJUSTED  
 AA3248  ___________________________________________________________________
 AA3248  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AA3248  DYNAMIC HT  -         240.618 (meters)     789.43  (feet)  COMP
 AA3248  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 AA3248
 AA3248  VERT ORDER  -  FIRST     CLASS II
 AA3248
 AA3248.The horizontal coordinates were scaled from a topographic map and have
 AA3248.an estimated accuracy of +/- 6 seconds.
 AA3248
 AA3248.The orthometric height was determined by differential leveling
 AA3248.and adjusted in June 1995.
 AA3248
 AA3248.The geoid height was determined by GEOID03.
 AA3248
 AA3248.The dynamic height is computed by dividing the NAVD 88
 AA3248.geopotential number by the normal gravity value computed on the
 AA3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3248.degrees latitude (g = 980.6199 gals.).
 AA3248
 AA3248.The modeled gravity was interpolated from observed gravity values.
 AA3248
 AA3248;                    North         East    Units  Estimated Accuracy
 AA3248;SPC CA 5     -   578,640.    1,956,380.      MT  (+/- 180 meters Scaled)
 AA3248
 AA3248                          SUPERSEDED SURVEY CONTROL
 AA3248
 AA3248.No superseded survey control is available for this station.
 AA3248
 AA3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642862(NAD 83)
 AA3248_MARKER: DD = SURVEY DISK
 AA3248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3248_STAMPING: LA 405 42.8 LS 4965 1992
 AA3248_MARK LOGO: CADT  
 AA3248_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3248+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3248
 AA3248  HISTORY     - Date     Condition        Report By
 AA3248  HISTORY     - 1992     MONUMENTED       CADT
 AA3248  HISTORY     - 19940829 GOOD             NGS
 AA3248
 AA3248                          STATION DESCRIPTION
 AA3248
 AA3248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3248'6.5 KM (4.05 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3248'STATE HIGHWAY 118 IN MISSION HILLS, 48.7 M (159.8 FT) SOUTH OF THE
 AA3248'CENTER OF THE FREEWAY OVERPASS OF SATICOY STREET, 11.5 M (37.7 FT)
 AA3248'SOUTH OF THE SOUTH END OF A GUARDRAIL, 9.9 M (32.5 FT) WEST OF THE
 AA3248'CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY, 5.0 M (16.4 FT) EAST OF
 AA3248'A SOUND WALL, THE DISK ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY
 AA3248'AND RECESSED 0.01 M (0.03 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER
 AA3248'OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3246 ***********************************************************************
 AA3246  DESIGNATION -  405 43.3
 AA3246  PID         -  AA3246
 AA3246  STATE/COUNTY-  CA/LOS ANGELES
 AA3246  USGS QUAD   -  VAN NUYS (1972)
 AA3246
 AA3246                         *CURRENT SURVEY CONTROL
 AA3246  ___________________________________________________________________
 AA3246* NAD 83(1986)-  34 12 49.     (N)    118 28 24.     (W)     SCALED    
 AA3246* NAVD 88     -       247.148  (meters)     810.85   (feet)  ADJUSTED  
 AA3246  ___________________________________________________________________
 AA3246  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AA3246  DYNAMIC HT  -         246.882 (meters)     809.98  (feet)  COMP
 AA3246  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 AA3246
 AA3246  VERT ORDER  -  FIRST     CLASS II
 AA3246
 AA3246.The horizontal coordinates were scaled from a topographic map and have
 AA3246.an estimated accuracy of +/- 6 seconds.
 AA3246
 AA3246.The orthometric height was determined by differential leveling
 AA3246.and adjusted in June 1995.
 AA3246
 AA3246.The geoid height was determined by GEOID03.
 AA3246
 AA3246.The dynamic height is computed by dividing the NAVD 88
 AA3246.geopotential number by the normal gravity value computed on the
 AA3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3246.degrees latitude (g = 980.6199 gals.).
 AA3246
 AA3246.The modeled gravity was interpolated from observed gravity values.
 AA3246
 AA3246;                    North         East    Units  Estimated Accuracy
 AA3246;SPC CA 5     -   579,260.    1,956,380.      MT  (+/- 180 meters Scaled)
 AA3246
 AA3246                          SUPERSEDED SURVEY CONTROL
 AA3246
 AA3246.No superseded survey control is available for this station.
 AA3246
 AA3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642868(NAD 83)
 AA3246_MARKER: DD = SURVEY DISK
 AA3246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3246_STAMPING: LA 405 43.3 LS 4965 1992
 AA3246_MARK LOGO: CADT  
 AA3246_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3246+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3246
 AA3246  HISTORY     - Date     Condition        Report By
 AA3246  HISTORY     - 1992     MONUMENTED       CADT
 AA3246  HISTORY     - 19940829 GOOD             NGS
 AA3246
 AA3246                          STATION DESCRIPTION
 AA3246
 AA3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3246'5.8 KM (3.60 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3246'STATE HIGHWAY 118 IN MISSION HILLS, 140.5 M (461.0 FT) SOUTH OF A
 AA3246'FREEWAY INFORMATION SIGN, 8.8 M (28.9 FT) WEST OF THE CENTER OF THE
 AA3246'SOUTHBOUND LANES OF THE FREEWAY, 2.8 M (9.2 FT) EAST OF A WITNESS
 AA3246'POST, DISK IS ON TOP OF A 0.9 METER LONG PIPE SURROUNDED BY AND
 AA3246'RECESSED 0.01 M (0.03 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER OF
 AA3246'THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3244 ***********************************************************************
 AA3244  DESIGNATION -  405 43.7
 AA3244  PID         -  AA3244
 AA3244  STATE/COUNTY-  CA/LOS ANGELES
 AA3244  USGS QUAD   -  VAN NUYS (1972)
 AA3244
 AA3244                         *CURRENT SURVEY CONTROL
 AA3244  ___________________________________________________________________
 AA3244* NAD 83(1986)-  34 13 10.     (N)    118 28 24.     (W)     SCALED    
 AA3244* NAVD 88     -       252.067  (meters)     826.99   (feet)  ADJUSTED  
 AA3244  ___________________________________________________________________
 AA3244  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AA3244  DYNAMIC HT  -         251.795 (meters)     826.10  (feet)  COMP
 AA3244  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 AA3244
 AA3244  VERT ORDER  -  FIRST     CLASS II
 AA3244
 AA3244.The horizontal coordinates were scaled from a topographic map and have
 AA3244.an estimated accuracy of +/- 6 seconds.
 AA3244
 AA3244.The orthometric height was determined by differential leveling
 AA3244.and adjusted in June 1995.
 AA3244
 AA3244.The geoid height was determined by GEOID03.
 AA3244
 AA3244.The dynamic height is computed by dividing the NAVD 88
 AA3244.geopotential number by the normal gravity value computed on the
 AA3244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3244.degrees latitude (g = 980.6199 gals.).
 AA3244
 AA3244.The modeled gravity was interpolated from observed gravity values.
 AA3244
 AA3244;                    North         East    Units  Estimated Accuracy
 AA3244;SPC CA 5     -   579,910.    1,956,390.      MT  (+/- 180 meters Scaled)
 AA3244
 AA3244                          SUPERSEDED SURVEY CONTROL
 AA3244
 AA3244.No superseded survey control is available for this station.
 AA3244
 AA3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642874(NAD 83)
 AA3244_MARKER: DD = SURVEY DISK
 AA3244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3244_SP_SET: CURB
 AA3244_STAMPING: LA 405 43.7 LS 4965 1992
 AA3244_MARK LOGO: CADT  
 AA3244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3244+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3244
 AA3244  HISTORY     - Date     Condition        Report By
 AA3244  HISTORY     - 1992     MONUMENTED       CADT
 AA3244  HISTORY     - 19940829 GOOD             NGS
 AA3244
 AA3244                          STATION DESCRIPTION
 AA3244
 AA3244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3244'5.3 KM (3.30 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3244'STATE HIGHWAY 118 IN MISSION HILLS, NEAR THE NORTH END OF THE CONCRETE
 AA3244'CURB OF THE MEDIAN BETWEEN THE SOUTHBOUND FREEWAY AND THE ON-RAMP FROM
 AA3244'ROSCOE BOULEVARD, 15.5 M (50.9 FT) NORTH OF THE SOUTH END OF THE CURB,
 AA3244'10.3 M (33.8 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 AA3244'FREEWAY, 4.0 M (13.1 FT) EAST OF THE CENTER OF THE RAMP, AND 0.3 M
 AA3244'(1.0 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3242 ***********************************************************************
 AA3242  DESIGNATION -  405 44.0
 AA3242  PID         -  AA3242
 AA3242  STATE/COUNTY-  CA/LOS ANGELES
 AA3242  USGS QUAD   -  VAN NUYS (1972)
 AA3242
 AA3242                         *CURRENT SURVEY CONTROL
 AA3242  ___________________________________________________________________
 AA3242* NAD 83(1986)-  34 13 29.     (N)    118 28 24.     (W)     SCALED    
 AA3242* NAVD 88     -       254.512  (meters)     835.01   (feet)  ADJUSTED  
 AA3242  ___________________________________________________________________
 AA3242  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AA3242  DYNAMIC HT  -         254.236 (meters)     834.11  (feet)  COMP
 AA3242  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 AA3242
 AA3242  VERT ORDER  -  FIRST     CLASS II
 AA3242
 AA3242.The horizontal coordinates were scaled from a topographic map and have
 AA3242.an estimated accuracy of +/- 6 seconds.
 AA3242
 AA3242.The orthometric height was determined by differential leveling
 AA3242.and adjusted in June 1995.
 AA3242
 AA3242.The geoid height was determined by GEOID03.
 AA3242
 AA3242.The dynamic height is computed by dividing the NAVD 88
 AA3242.geopotential number by the normal gravity value computed on the
 AA3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3242.degrees latitude (g = 980.6199 gals.).
 AA3242
 AA3242.The modeled gravity was interpolated from observed gravity values.
 AA3242
 AA3242;                    North         East    Units  Estimated Accuracy
 AA3242;SPC CA 5     -   580,490.    1,956,390.      MT  (+/- 180 meters Scaled)
 AA3242
 AA3242                          SUPERSEDED SURVEY CONTROL
 AA3242
 AA3242.No superseded survey control is available for this station.
 AA3242
 AA3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642880(NAD 83)
 AA3242_MARKER: DD = SURVEY DISK
 AA3242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3242_STAMPING: LA 405 44.0 LS 4965 1992
 AA3242_MARK LOGO: CADT  
 AA3242_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3242+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3242
 AA3242  HISTORY     - Date     Condition        Report By
 AA3242  HISTORY     - 1992     MONUMENTED       CADT
 AA3242  HISTORY     - 19940829 GOOD             NGS
 AA3242
 AA3242                          STATION DESCRIPTION
 AA3242
 AA3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3242'4.6 KM (2.85 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3242'STATE HIGHWAY 118 IN MISSION HILLS, 99.3 M (325.8 FT) SOUTH OF CALL
 AA3242'BOX NUMBER 443, 29.4 M (96.5 FT) SOUTH OF A FREEWAY SIGN (ROSCOE
 AA3242'BOULEVARD PANORAMA CITY) , 27.8 M (91.2 FT) NORTH OF STREET LIGHT POLE
 AA3242'NUMBER 43.971, 10.1 M (33.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND
 AA3242'LANES OF THE FREEWAY, 4.5 M (14.8 FT) EAST OF A SOUND WALL, 0.2 M (0.7
 AA3242'FT) ABOVE THE LEVEL OF THE FREEWAY, THE DISK ON A 0.9 METER LONG PIPE
 AA3242'SURROUNDED BY AND RECESSED 0.1 M (0.3 FT) BELOW THE LEVEL OF THE
 AA3242'ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3240 ***********************************************************************
 AA3240  DESIGNATION -  405 44.4
 AA3240  PID         -  AA3240
 AA3240  STATE/COUNTY-  CA/LOS ANGELES
 AA3240  USGS QUAD   -  VAN NUYS (1972)
 AA3240
 AA3240                         *CURRENT SURVEY CONTROL
 AA3240  ___________________________________________________________________
 AA3240* NAD 83(1986)-  34 13 49.     (N)    118 28 24.     (W)     SCALED    
 AA3240* NAVD 88     -       258.798  (meters)     849.07   (feet)  ADJUSTED  
 AA3240  ___________________________________________________________________
 AA3240  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA3240  DYNAMIC HT  -         258.517 (meters)     848.15  (feet)  COMP
 AA3240  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 AA3240
 AA3240  VERT ORDER  -  FIRST     CLASS II
 AA3240
 AA3240.The horizontal coordinates were scaled from a topographic map and have
 AA3240.an estimated accuracy of +/- 6 seconds.
 AA3240
 AA3240.The orthometric height was determined by differential leveling
 AA3240.and adjusted in June 1995.
 AA3240
 AA3240.The geoid height was determined by GEOID03.
 AA3240
 AA3240.The dynamic height is computed by dividing the NAVD 88
 AA3240.geopotential number by the normal gravity value computed on the
 AA3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3240.degrees latitude (g = 980.6199 gals.).
 AA3240
 AA3240.The modeled gravity was interpolated from observed gravity values.
 AA3240
 AA3240;                    North         East    Units  Estimated Accuracy
 AA3240;SPC CA 5     -   581,110.    1,956,390.      MT  (+/- 180 meters Scaled)
 AA3240
 AA3240                          SUPERSEDED SURVEY CONTROL
 AA3240
 AA3240.No superseded survey control is available for this station.
 AA3240
 AA3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643886(NAD 83)
 AA3240_MARKER: DD = SURVEY DISK
 AA3240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3240_STAMPING: LA 405 44.4 LS 4965 1992
 AA3240_MARK LOGO: CADT  
 AA3240_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3240+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3240
 AA3240  HISTORY     - Date     Condition        Report By
 AA3240  HISTORY     - 1992     MONUMENTED       CADT
 AA3240  HISTORY     - 19940829 GOOD             NGS
 AA3240
 AA3240                          STATION DESCRIPTION
 AA3240
 AA3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3240'4.0 KM (2.50 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3240'STATE HIGHWAY 118 IN MISSION HILLS, 135.0 M (442.9 FT) NORTH OF CALL
 AA3240'BOX NUMBER 445, 9.8 M (32.2 FT) WEST OF THE CENTER OF THE SOUTHBOUND
 AA3240'LANES OF THE FREEWAY, 4.2 M (13.8 FT) EAST OF A SOUND WALL, 0.2 M (0.7
 AA3240'FT) ABOVE THE LEVEL OF THE FREEWAY, DISK ON TOP 0F A 0.9 METER LONG
 AA3240'PIPE SURROUNDED BY AND RECESSED 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 AA3240'ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3239 ***********************************************************************
 AA3239  DESIGNATION -  405 44.7
 AA3239  PID         -  AA3239
 AA3239  STATE/COUNTY-  CA/LOS ANGELES
 AA3239  USGS QUAD   -  VAN NUYS (1972)
 AA3239
 AA3239                         *CURRENT SURVEY CONTROL
 AA3239  ___________________________________________________________________
 AA3239* NAD 83(2007)-  34 14 07.14248(N)    118 28 23.82026(W)     ADJUSTED  
 AA3239* NAVD 88     -       263.793  (meters)     865.46   (feet)  ADJUSTED  
 AA3239  ___________________________________________________________________
 AA3239  EPOCH DATE  -        2007.00
 AA3239  X           -  -2,516,665.631 (meters)                     COMP
 AA3239  Y           -  -4,640,280.084 (meters)                     COMP
 AA3239  Z           -   3,568,185.438 (meters)                     COMP
 AA3239  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 AA3239  ELLIP HEIGHT-         229.271 (meters)          (02/10/07) ADJUSTED
 AA3239  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AA3239  DYNAMIC HT  -         263.506 (meters)     864.52  (feet)  COMP
 AA3239
 AA3239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3239  Type    PID    Designation                      North   East  Ellip
 AA3239  -------------------------------------------------------------------
 AA3239  NETWORK AA3239 405 44.7                          0.74   1.29   5.96
 AA3239  -------------------------------------------------------------------
 AA3239  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 AA3239
 AA3239  VERT ORDER  -  FIRST     CLASS II
 AA3239
 AA3239.The horizontal coordinates were established by GPS observations
 AA3239.and adjusted by the National Geodetic Survey in February 2007.
 AA3239
 AA3239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3239.The horizontal coordinates are valid at the epoch date displayed above.
 AA3239.The epoch date for horizontal control is a decimal equivalence
 AA3239.of Year/Month/Day.
 AA3239
 AA3239.The orthometric height was determined by differential leveling
 AA3239.and adjusted in June 1995.
 AA3239
 AA3239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3239
 AA3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3239
 AA3239.The ellipsoidal height was determined by GPS observations
 AA3239.and is referenced to NAD 83.
 AA3239
 AA3239.The geoid height was determined by GEOID03.
 AA3239
 AA3239.The dynamic height is computed by dividing the NAVD 88
 AA3239.geopotential number by the normal gravity value computed on the
 AA3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3239.degrees latitude (g = 980.6199 gals.).
 AA3239
 AA3239.The modeled gravity was interpolated from observed gravity values.
 AA3239
 AA3239;                    North         East     Units Scale Factor Converg.
 AA3239;SPC CA 5     -   581,667.869 1,956,398.553   MT  0.99996237   -0 16 11.2
 AA3239;SPC CA 5     - 1,908,355.33  6,418,617.59   sFT  0.99996237   -0 16 11.2
 AA3239;UTM  11      - 3,789,229.551   364,316.254   MT  0.99982694   -0 49 44.3
 AA3239
 AA3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3239!SPC CA 5     -   0.99996401  x   0.99996237  =   0.99992638
 AA3239!UTM  11      -   0.99996401  x   0.99982694  =   0.99979096
 AA3239
 AA3239                          SUPERSEDED SURVEY CONTROL
 AA3239
 AA3239  NAD 83(1994)-  34 14 07.13159(N)    118 28 23.80814(W) AD(1995.00) 1
 AA3239  ELLIP H (11/30/95)  229.277  (m)                       GP(1995.00) 4 2
 AA3239  NAVD 88 (11/30/95)  263.79   (m)          865.5    (f) LEVELING    3  
 AA3239
 AA3239.Superseded values are not recommended for survey control.
 AA3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3239.See file dsdata.txt to determine how the superseded data were derived.
 AA3239
 AA3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6431689230(NAD 83)
 AA3239_MARKER: DD = SURVEY DISK
 AA3239_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3239_SP_SET: ABUTMENT PARAPET
 AA3239_STAMPING: LA 405 44.7 LS 4965 1992
 AA3239_MARK LOGO: CADT  
 AA3239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3239+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3239
 AA3239  HISTORY     - Date     Condition        Report By
 AA3239  HISTORY     - 1992     MONUMENTED       CADT
 AA3239  HISTORY     - 19940829 GOOD             NGS
 AA3239
 AA3239                          STATION DESCRIPTION
 AA3239
 AA3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3239'3.4 KM (2.10 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3239'STATE HIGHWAY 118 IN MISSION HILLS, NEAR THE SOUTH END OF THE
 AA3239'SOUTHWEST CONCRETE ABUTMENT PARAPET OF THE FREEWAY OVERPASS OF
 AA3239'NORDORFF STREET, 20.1 M (65.9 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 AA3239'LANES OF THE STREET, 10.1 M (33.1 FT) WEST OF THE CENTER OF THE
 AA3239'SOUTHBOUND FREEWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3238 ***********************************************************************
 AA3238  DESIGNATION -  405 45.1
 AA3238  PID         -  AA3238
 AA3238  STATE/COUNTY-  CA/LOS ANGELES
 AA3238  USGS QUAD   -  VAN NUYS (1972)
 AA3238
 AA3238                         *CURRENT SURVEY CONTROL
 AA3238  ___________________________________________________________________
 AA3238* NAD 83(1986)-  34 14 25.     (N)    118 28 26.     (W)     SCALED    
 AA3238* NAVD 88     -       268.582  (meters)     881.17   (feet)  ADJUSTED  
 AA3238  ___________________________________________________________________
 AA3238  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AA3238  DYNAMIC HT  -         268.289 (meters)     880.21  (feet)  COMP
 AA3238  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 AA3238
 AA3238  VERT ORDER  -  FIRST     CLASS II
 AA3238
 AA3238.The horizontal coordinates were scaled from a topographic map and have
 AA3238.an estimated accuracy of +/- 6 seconds.
 AA3238
 AA3238.The orthometric height was determined by differential leveling
 AA3238.and adjusted in June 1995.
 AA3238
 AA3238.The geoid height was determined by GEOID03.
 AA3238
 AA3238.The dynamic height is computed by dividing the NAVD 88
 AA3238.geopotential number by the normal gravity value computed on the
 AA3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3238.degrees latitude (g = 980.6199 gals.).
 AA3238
 AA3238.The modeled gravity was interpolated from observed gravity values.
 AA3238
 AA3238;                    North         East    Units  Estimated Accuracy
 AA3238;SPC CA 5     -   582,220.    1,956,350.      MT  (+/- 180 meters Scaled)
 AA3238
 AA3238                          SUPERSEDED SURVEY CONTROL
 AA3238
 AA3238.No superseded survey control is available for this station.
 AA3238
 AA3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642897(NAD 83)
 AA3238_MARKER: DD = SURVEY DISK
 AA3238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3238_STAMPING: LA 405 45.1 LS 4965 1992
 AA3238_MARK LOGO: CADT  
 AA3238_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3238+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3238
 AA3238  HISTORY     - Date     Condition        Report By
 AA3238  HISTORY     - 1992     MONUMENTED       CADT
 AA3238  HISTORY     - 19940829 GOOD             NGS
 AA3238
 AA3238                          STATION DESCRIPTION
 AA3238
 AA3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3238'2.9 KM (1.80 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3238'STATE HIGHWAY 118 IN MISSION HILLS, 78.0 M (255.9 FT) NORTH OF CALL
 AA3238'BOX NUMBER 453, 4.6 M (15.1 FT) EAST OF A DOOR IN A SOUND WALL, 2.5 M
 AA3238'(8.2 FT) WEST OF AND LEVEL WITH THE SOUTHBOUND FREEWAY FOG LINE, AND
 AA3238'DISK ON TOP OF A 0.9 METER LONG PIPE AND SURROUNDED BY AND RECESSED
 AA3238'0.1 M (0.3 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3237 ***********************************************************************
 AA3237  DESIGNATION -  405 45.4
 AA3237  PID         -  AA3237
 AA3237  STATE/COUNTY-  CA/LOS ANGELES
 AA3237  USGS QUAD   -  VAN NUYS (1972)
 AA3237
 AA3237                         *CURRENT SURVEY CONTROL
 AA3237  ___________________________________________________________________
 AA3237* NAD 83(1986)-  34 14 42.     (N)    118 28 26.     (W)     SCALED    
 AA3237* NAVD 88     -       273.264  (meters)     896.53   (feet)  ADJUSTED  
 AA3237  ___________________________________________________________________
 AA3237  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AA3237  DYNAMIC HT  -         272.966 (meters)     895.56  (feet)  COMP
 AA3237  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 AA3237
 AA3237  VERT ORDER  -  FIRST     CLASS II
 AA3237
 AA3237.The horizontal coordinates were scaled from a topographic map and have
 AA3237.an estimated accuracy of +/- 6 seconds.
 AA3237
 AA3237.The orthometric height was determined by differential leveling
 AA3237.and adjusted in June 1995.
 AA3237
 AA3237.The geoid height was determined by GEOID03.
 AA3237
 AA3237.The dynamic height is computed by dividing the NAVD 88
 AA3237.geopotential number by the normal gravity value computed on the
 AA3237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3237.degrees latitude (g = 980.6199 gals.).
 AA3237
 AA3237.The modeled gravity was interpolated from observed gravity values.
 AA3237
 AA3237;                    North         East    Units  Estimated Accuracy
 AA3237;SPC CA 5     -   582,740.    1,956,350.      MT  (+/- 180 meters Scaled)
 AA3237
 AA3237                          SUPERSEDED SURVEY CONTROL
 AA3237
 AA3237.No superseded survey control is available for this station.
 AA3237
 AA3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT642903(NAD 83)
 AA3237_MARKER: DD = SURVEY DISK
 AA3237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3237_STAMPING: LA 405 45.4 LS 4965 1992
 AA3237_MARK LOGO: CADT  
 AA3237_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3237+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3237
 AA3237  HISTORY     - Date     Condition        Report By
 AA3237  HISTORY     - 1992     MONUMENTED       CADT
 AA3237  HISTORY     - 19940829 GOOD             NGS
 AA3237
 AA3237                          STATION DESCRIPTION
 AA3237
 AA3237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3237'2.3 KM (1.40 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3237'STATE HIGHWAY 118 IN MISSION HILLS, 140.0 M (459.3 FT) NORTH OF CALL
 AA3237'BOX NUMBER 455, 4.0 M (13.1 FT) EAST OF A DOOR IN A SOUND WALL, 3.1 M
 AA3237'(10.2 FT) WEST OF AND LEVEL WITH THE SOUTHBOUND FREEWAY FOG LINE, AND
 AA3237'DISK ON TOP OF A 0.9 METER LONG PIPE AND SURROUNDED BY AND RECESSED
 AA3237'0.02 M (0.07 FT) BELOW THE LEVEL OF THE ASPHALT SHOULDER OF THE
 AA3237'FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3236 ***********************************************************************
 AA3236  DESIGNATION -  405 46.1
 AA3236  PID         -  AA3236
 AA3236  STATE/COUNTY-  CA/LOS ANGELES
 AA3236  USGS QUAD   -  SAN FERNANDO (1988)
 AA3236
 AA3236                         *CURRENT SURVEY CONTROL
 AA3236  ___________________________________________________________________
 AA3236* NAD 83(1986)-  34 15 19.     (N)    118 28 24.     (W)     SCALED    
 AA3236* NAVD 88     -       282.313  (meters)     926.22   (feet)  ADJUSTED  
 AA3236  ___________________________________________________________________
 AA3236  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AA3236  DYNAMIC HT  -         282.003 (meters)     925.20  (feet)  COMP
 AA3236  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 AA3236
 AA3236  VERT ORDER  -  FIRST     CLASS II
 AA3236
 AA3236.The horizontal coordinates were scaled from a topographic map and have
 AA3236.an estimated accuracy of +/- 6 seconds.
 AA3236
 AA3236.The orthometric height was determined by differential leveling
 AA3236.and adjusted in June 1995.
 AA3236
 AA3236.The geoid height was determined by GEOID03.
 AA3236
 AA3236.The dynamic height is computed by dividing the NAVD 88
 AA3236.geopotential number by the normal gravity value computed on the
 AA3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3236.degrees latitude (g = 980.6199 gals.).
 AA3236
 AA3236.The modeled gravity was interpolated from observed gravity values.
 AA3236
 AA3236;                    North         East    Units  Estimated Accuracy
 AA3236;SPC CA 5     -   583,880.    1,956,400.      MT  (+/- 180 meters Scaled)
 AA3236
 AA3236                          SUPERSEDED SURVEY CONTROL
 AA3236
 AA3236.No superseded survey control is available for this station.
 AA3236
 AA3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643914(NAD 83)
 AA3236_MARKER: DD = SURVEY DISK
 AA3236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3236_SP_SET: CATCH BASIN
 AA3236_STAMPING: LA 405 46.1 LS 4965 1992
 AA3236_MARK LOGO: CADT  
 AA3236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3236+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3236
 AA3236  HISTORY     - Date     Condition        Report By
 AA3236  HISTORY     - 1992     MONUMENTED       CADT
 AA3236  HISTORY     - 19940829 GOOD             NGS
 AA3236
 AA3236                          STATION DESCRIPTION
 AA3236
 AA3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3236'IN MISSION HILLS, AT THE INTERSECTION OF FREEWAY 405 AND DEVONSHIRE
 AA3236'STREET, NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, 230.0 M
 AA3236'(754.6 FT) SOUTH OF THE CENTER OF THE STREET, 49.0 M (160.8 FT) NORTH
 AA3236'OF THE SOUTH END OF THE MEDIAN BETWEEN THE SOUTHBOUND FREEWAY AND
 AA3236'FREEWAY ON-RAMP FROM THE STREET, 2.4 M (7.9 FT) WEST OF THE FREEWAY
 AA3236'FOG LINE, 1.4 M (4.6 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 AA3236'BELOW THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3235 ***********************************************************************
 AA3235  DESIGNATION -  405 46.4
 AA3235  PID         -  AA3235
 AA3235  STATE/COUNTY-  CA/LOS ANGELES
 AA3235  USGS QUAD   -  SAN FERNANDO (1988)
 AA3235
 AA3235                         *CURRENT SURVEY CONTROL
 AA3235  ___________________________________________________________________
 AA3235* NAD 83(1986)-  34 15 38.     (N)    118 28 23.     (W)     SCALED    
 AA3235* NAVD 88     -       285.886  (meters)     937.94   (feet)  ADJUSTED  
 AA3235  ___________________________________________________________________
 AA3235  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AA3235  DYNAMIC HT  -         285.572 (meters)     936.91  (feet)  COMP
 AA3235  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 AA3235
 AA3235  VERT ORDER  -  FIRST     CLASS II
 AA3235
 AA3235.The horizontal coordinates were scaled from a topographic map and have
 AA3235.an estimated accuracy of +/- 6 seconds.
 AA3235
 AA3235.The orthometric height was determined by differential leveling
 AA3235.and adjusted in June 1995.
 AA3235
 AA3235.The geoid height was determined by GEOID03.
 AA3235
 AA3235.The dynamic height is computed by dividing the NAVD 88
 AA3235.geopotential number by the normal gravity value computed on the
 AA3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3235.degrees latitude (g = 980.6199 gals.).
 AA3235
 AA3235.The modeled gravity was interpolated from observed gravity values.
 AA3235
 AA3235;                    North         East    Units  Estimated Accuracy
 AA3235;SPC CA 5     -   584,470.    1,956,430.      MT  (+/- 180 meters Scaled)
 AA3235
 AA3235                          SUPERSEDED SURVEY CONTROL
 AA3235
 AA3235.No superseded survey control is available for this station.
 AA3235
 AA3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643920(NAD 83)
 AA3235_MARKER: DD = SURVEY DISK
 AA3235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3235_SP_SET: CATCH BASIN
 AA3235_STAMPING: LA 405 46.4 LS 4965 1992
 AA3235_MARK LOGO: CADT  
 AA3235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3235+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3235
 AA3235  HISTORY     - Date     Condition        Report By
 AA3235  HISTORY     - 1992     MONUMENTED       CADT
 AA3235  HISTORY     - 19940829 GOOD             NGS
 AA3235
 AA3235                          STATION DESCRIPTION
 AA3235
 AA3235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3235'0.6 KM (0.35 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3235'STATE HIGHWAY 118 IN MISSION HILLS, NEAR THE NORTHWEST CORNER OF THE
 AA3235'MOST NORTHERLY OF 2 CONCRETE CATCH BASINS, 33.6 M (110.2 FT) NORTH OF
 AA3235'THE SOUTH END OF THE MEDIAN BETWEEN THE SOUTHBOUND FREEWAY AND THE
 AA3235'FREEWAY ON-RAMP FROM THE HIGHWAY, 5.2 M (17.1 FT) WEST OF THE FOG LINE
 AA3235'OF THE SOUTHBOUND FREEWAY, 4.2 M (13.8 FT) EAST OF THE FOG LINE OF THE
 AA3235'RAMP, 1.3 M (4.3 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW
 AA3235'THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3234 ***********************************************************************
 AA3234  DESIGNATION -  405 47.2
 AA3234  PID         -  AA3234
 AA3234  STATE/COUNTY-  CA/LOS ANGELES
 AA3234  USGS QUAD   -  SAN FERNANDO (1988)
 AA3234
 AA3234                         *CURRENT SURVEY CONTROL
 AA3234  ___________________________________________________________________
 AA3234* NAD 83(2007)-  34 16 17.72732(N)    118 28 20.35702(W)     ADJUSTED  
 AA3234* NAVD 88     -       298.579  (meters)     979.59   (feet)  ADJUSTED  
 AA3234  ___________________________________________________________________
 AA3234  EPOCH DATE  -        2007.00
 AA3234  X           -  -2,515,521.762 (meters)                     COMP
 AA3234  Y           -  -4,638,356.825 (meters)                     COMP
 AA3234  Z           -   3,571,531.072 (meters)                     COMP
 AA3234  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 AA3234  ELLIP HEIGHT-         264.233 (meters)          (02/10/07) ADJUSTED
 AA3234  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AA3234  DYNAMIC HT  -         298.248 (meters)     978.50  (feet)  COMP
 AA3234
 AA3234  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3234  Type    PID    Designation                      North   East  Ellip
 AA3234  -------------------------------------------------------------------
 AA3234  NETWORK AA3234 405 47.2                          0.63   1.14   5.08
 AA3234  -------------------------------------------------------------------
 AA3234  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 AA3234
 AA3234  VERT ORDER  -  FIRST     CLASS II
 AA3234
 AA3234.The horizontal coordinates were established by GPS observations
 AA3234.and adjusted by the National Geodetic Survey in February 2007.
 AA3234
 AA3234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3234.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3234.The horizontal coordinates are valid at the epoch date displayed above.
 AA3234.The epoch date for horizontal control is a decimal equivalence
 AA3234.of Year/Month/Day.
 AA3234
 AA3234.The orthometric height was determined by differential leveling
 AA3234.and adjusted in June 1995.
 AA3234
 AA3234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3234
 AA3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3234
 AA3234.The ellipsoidal height was determined by GPS observations
 AA3234.and is referenced to NAD 83.
 AA3234
 AA3234.The geoid height was determined by GEOID03.
 AA3234
 AA3234.The dynamic height is computed by dividing the NAVD 88
 AA3234.geopotential number by the normal gravity value computed on the
 AA3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3234.degrees latitude (g = 980.6199 gals.).
 AA3234
 AA3234.The modeled gravity was interpolated from observed gravity values.
 AA3234
 AA3234;                    North         East     Units Scale Factor Converg.
 AA3234;SPC CA 5     -   585,690.962 1,956,506.085   MT  0.99995691   -0 16 09.2
 AA3234;SPC CA 5     - 1,921,554.43  6,418,970.38   sFT  0.99995691   -0 16 09.2
 AA3234;UTM  11      - 3,793,250.868   364,463.052   MT  0.99982644   -0 49 45.2
 AA3234
 AA3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3234!SPC CA 5     -   0.99995852  x   0.99995691  =   0.99991543
 AA3234!UTM  11      -   0.99995852  x   0.99982644  =   0.99978497
 AA3234
 AA3234                          SUPERSEDED SURVEY CONTROL
 AA3234
 AA3234  NAD 83(1994)-  34 16 17.71667(N)    118 28 20.34486(W) AD(1995.00) 1
 AA3234  ELLIP H (11/30/95)  264.240  (m)                       GP(1995.00) 4 2
 AA3234  NAVD 88 (11/30/95)  298.58   (m)          979.6    (f) LEVELING    3  
 AA3234
 AA3234.Superseded values are not recommended for survey control.
 AA3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3234.See file dsdata.txt to determine how the superseded data were derived.
 AA3234
 AA3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT6446393251(NAD 83)
 AA3234_MARKER: DD = SURVEY DISK
 AA3234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3234_SP_SET: CABLE BOX FOUNDATION
 AA3234_STAMPING: LA 405 47.2 LS 4965 1992
 AA3234_MARK LOGO: CADT  
 AA3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3234+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3234
 AA3234  HISTORY     - Date     Condition        Report By
 AA3234  HISTORY     - 1992     MONUMENTED       CADT
 AA3234  HISTORY     - 19940829 GOOD             NGS
 AA3234
 AA3234                          STATION DESCRIPTION
 AA3234
 AA3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3234'IN MISSION HILLS, AT THE INTERSECTION OF FREEWAY 405 AND SAN FERNANDO
 AA3234'MISSION BOULEVARD, NEAR THE SOUTHEAST CORNER OF THE CONCRETE
 AA3234'FOUNDATION OF 2 UNDERGROUND CABLE JUNCTION BOXES, 68.0 M (223.1 FT)
 AA3234'NORTH OF CALL BOX NUMBER 473, 28.5 M (93.5 FT) SOUTH OF THE CENTER OF
 AA3234'THE BOULEVARD, 4.8 M (15.7 FT) WEST OF THE FOG LINE OF THE SOUTHBOUND
 AA3234'FREEWAY, 0.4 M (1.3 FT) SOUTHWEST OF THE WEST END OF THE SOUTH
 AA3234'ABUTMENT OF THE FREEWAY OVERPASS OF THE BOULEVARD, AND 0.2 M (0.7 FT)
 AA3234'ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3252 ***********************************************************************
 AA3252  DESIGNATION -  405. 41.3
 AA3252  PID         -  AA3252
 AA3252  STATE/COUNTY-  CA/LOS ANGELES
 AA3252  USGS QUAD   -  VAN NUYS (1972)
 AA3252
 AA3252                         *CURRENT SURVEY CONTROL
 AA3252  ___________________________________________________________________
 AA3252* NAD 83(1986)-  34 11 09.     (N)    118 28 27.     (W)     SCALED    
 AA3252* NAVD 88     -       230.949  (meters)     757.71   (feet)  ADJUSTED  
 AA3252  ___________________________________________________________________
 AA3252  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AA3252  DYNAMIC HT  -         230.703 (meters)     756.90  (feet)  COMP
 AA3252  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 AA3252
 AA3252  VERT ORDER  -  FIRST     CLASS II
 AA3252
 AA3252.The horizontal coordinates were scaled from a topographic map and have
 AA3252.an estimated accuracy of +/- 6 seconds.
 AA3252
 AA3252.The orthometric height was determined by differential leveling
 AA3252.and adjusted in June 1995.
 AA3252
 AA3252.The geoid height was determined by GEOID03.
 AA3252
 AA3252.The dynamic height is computed by dividing the NAVD 88
 AA3252.geopotential number by the normal gravity value computed on the
 AA3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3252.degrees latitude (g = 980.6199 gals.).
 AA3252
 AA3252.The modeled gravity was interpolated from observed gravity values.
 AA3252
 AA3252;                    North         East    Units  Estimated Accuracy
 AA3252;SPC CA 5     -   576,180.    1,956,290.      MT  (+/- 180 meters Scaled)
 AA3252
 AA3252                          SUPERSEDED SURVEY CONTROL
 AA3252
 AA3252.No superseded survey control is available for this station.
 AA3252
 AA3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT641837(NAD 83)
 AA3252_MARKER: DD = SURVEY DISK
 AA3252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3252_SP_SET: CURB
 AA3252_STAMPING: LA 405 41.3 LS 6172 1992
 AA3252_MARK LOGO: CADT  
 AA3252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3252+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3252
 AA3252  HISTORY     - Date     Condition        Report By
 AA3252  HISTORY     - 1992     MONUMENTED       CADT
 AA3252  HISTORY     - 19940829 GOOD             NGS
 AA3252
 AA3252                          STATION DESCRIPTION
 AA3252
 AA3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3252'9.0 KM (5.60 MI) SOUTHERLY ALONG FREEWAY 405 FROM THE JUNCTION OF
 AA3252'STATE HIGHWAY 118 IN MISSION HILLS, IN TOP OF AND 0.3 M (1.0 FT) NORTH
 AA3252'OF THE SOUTH END OF THE CONCRETE CURB OF THE MEDIAN BETWEEN THE
 AA3252'SOUTHBOUND FREEWAY AND THE ON-RAMP FROM VICTORY BOULEVARD, 10.5 M
 AA3252'(34.4 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE FREEWAY,
 AA3252'3.0 M (9.8 FT) EAST OF THE CENTER OF THE RAMP, AND 0.3 M (1.0 FT)
 AA3252'ABOVE THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0060 ***********************************************************************
 JS0060  DESIGNATION -  4050.73 USBPR
 JS0060  PID         -  JS0060
 JS0060  STATE/COUNTY-  CA/EL DORADO
 JS0060  USGS QUAD   -  KYBURZ (1973)
 JS0060
 JS0060                         *CURRENT SURVEY CONTROL
 JS0060  ___________________________________________________________________
 JS0060* NAD 83(1986)-  38 46 18.     (N)    120 18 23.     (W)     SCALED    
 JS0060* NAVD 88     -      1235.58   (+/-2cm)    4053.7    (feet)  VERTCON   
 JS0060  ___________________________________________________________________
 JS0060  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JS0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0060
 JS0060.The horizontal coordinates were scaled from a topographic map and have
 JS0060.an estimated accuracy of +/- 6 seconds.
 JS0060
 JS0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0060.The vertical order pertains to the NGVD 29 superseded value.
 JS0060
 JS0060.The geoid height was determined by GEOID03.
 JS0060
 JS0060;                    North         East    Units  Estimated Accuracy
 JS0060;SPC CA 2     -   624,030.    2,147,160.      MT  (+/- 180 meters Scaled)
 JS0060
 JS0060                          SUPERSEDED SURVEY CONTROL
 JS0060
 JS0060  NGVD 29 (??/??/92) 1234.526  (m)         4050.27   (f) ADJ UNCH    2 0
 JS0060
 JS0060.Superseded values are not recommended for survey control.
 JS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0060.See file dsdata.txt to determine how the superseded data were derived.
 JS0060
 JS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH340948(NAD 83)
 JS0060_MARKER: P = PIPE CAP
 JS0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0060_STAMPING: 4050.73 449+31.7 1930
 JS0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0060
 JS0060  HISTORY     - Date     Condition        Report By
 JS0060  HISTORY     - 1930     MONUMENTED       BPR
 JS0060  HISTORY     - 1934     GOOD             NGS
 JS0060  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0060
 JS0060                          STATION DESCRIPTION
 JS0060
 JS0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0060'0.6 MI W FROM KYBURZ.
 JS0060'0.6 MILE WEST ALONG U.S. HIGHWAY 50 FROM KYBURZ, EL DORADO
 JS0060'COUNTY, 0.2 MILE EAST OF THE BACHELORS HALL COTTAGE OF SILVER
 JS0060'LAKE INN, AND 24 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 JS0060'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 JS0060'4050.73 449+31.7 1930 AND FASTENED ON THE TOP OF A 2-1/2-INCH
 JS0060'IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.
 JS0060
 JS0060                          STATION RECOVERY (2004)
 JS0060
 JS0060'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5406 ***********************************************************************
 DX5406  DESIGNATION -  406
 DX5406  PID         -  DX5406
 DX5406  STATE/COUNTY-  CA/RIVERSIDE
 DX5406  USGS QUAD   -  BEAUMONT (1996)
 DX5406
 DX5406                         *CURRENT SURVEY CONTROL
 DX5406  ___________________________________________________________________
 DX5406* NAD 83(1986)-  33 53 04.     (N)    116 55 52.     (W)     SCALED    
 DX5406* NAVD 88     -       734.952  (meters)    2411.26   (feet)  ADJUSTED  
 DX5406  ___________________________________________________________________
 DX5406  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DX5406  DYNAMIC HT  -         734.059 (meters)    2408.33  (feet)  COMP
 DX5406  MODELED GRAV-     979,398.1   (mgal)                       NAVD 88
 DX5406
 DX5406  VERT ORDER  -  FIRST     CLASS II
 DX5406
 DX5406.The horizontal coordinates were scaled from a topographic map and have
 DX5406.an estimated accuracy of +/- 6 seconds.
 DX5406
 DX5406.The orthometric height was determined by differential leveling
 DX5406.and adjusted in January 1993.
 DX5406
 DX5406.The geoid height was determined by GEOID03.
 DX5406
 DX5406.The dynamic height is computed by dividing the NAVD 88
 DX5406.geopotential number by the normal gravity value computed on the
 DX5406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5406.degrees latitude (g = 980.6199 gals.).
 DX5406
 DX5406.The modeled gravity was interpolated from observed gravity values.
 DX5406
 DX5406;                    North         East    Units  Estimated Accuracy
 DX5406;SPC CA 6     -   690,720.    1,936,990.      MT  (+/- 180 meters Scaled)
 DX5406
 DX5406                          SUPERSEDED SURVEY CONTROL
 DX5406
 DX5406.No superseded survey control is available for this station.
 DX5406
 DX5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT063493(NAD 83)
 DX5406_MARKER: DB = BENCH MARK DISK
 DX5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5406_SP_SET: CONCRETE POST
 DX5406_STAMPING: 406 1992
 DX5406_MARK LOGO: MWDSC 
 DX5406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5406+STABILITY: SURFACE MOTION
 DX5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5406+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5406
 DX5406  HISTORY     - Date     Condition        Report By
 DX5406  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5406
 DX5406                          STATION DESCRIPTION
 DX5406
 DX5406'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5406'IN BANNING, 3.25 MILES (5.23 KM) SOUTH ALONG HIGHLAND SPRINGS AVE.
 DX5406'FROM THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN
 DX5406'PACIFIC RAILROAD BRIDGE, APPROXIMATELY 1000 FEET (304.8 M) SOUTH OF
 DX5406'LOCKHEED ENTRANCE GATE, 30 FEET (9.1 M) NORTHWESTERLY OF THE
 DX5406'CENTERLINE OF HIGHLAND SPRINGS AVE., AT SOUTHWESTERLY END OF A BENCH
 DX5406'CUT FOR HIGHLAND SPRINGS AVE., FOUND 3 INCH STANDARD BRASS MWD DISK
 DX5406'IN TOP OF 8 INCH DIAMETER CONCRETE POST, 4 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0717 ***********************************************************************
 JR0717  DESIGNATION -  406 M
 JR0717  PID         -  JR0717
 JR0717  STATE/COUNTY-  CA/MONO
 JR0717  USGS QUAD   -  LUNDY (1994)
 JR0717
 JR0717                         *CURRENT SURVEY CONTROL
 JR0717  ___________________________________________________________________
 JR0717* NAD 83(1986)-  38 03 59.     (N)    119 10 08.     (W)     SCALED    
 JR0717* NAVD 88     -      2116.784  (meters)    6944.82   (feet)  POSTED    
 JR0717  ___________________________________________________________________
 JR0717  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 JR0717  DYNAMIC HT  -        2114.140 (meters)    6936.14  (feet)  COMP
 JR0717  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 JR0717
 JR0717  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0717
 JR0717.The horizontal coordinates were scaled from a topographic map and have
 JR0717.an estimated accuracy of +/- 6 seconds.
 JR0717
 JR0717.The orthometric height was determined by differential leveling
 JR0717.and adjusted in October 2003.
 JR0717.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0717.rate of 1.1 thru 2.0 mm/km.
 JR0717
 JR0717.The geoid height was determined by GEOID03.
 JR0717
 JR0717.The dynamic height is computed by dividing the NAVD 88
 JR0717.geopotential number by the normal gravity value computed on the
 JR0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0717.degrees latitude (g = 980.6199 gals.).
 JR0717
 JR0717.The modeled gravity was interpolated from observed gravity values.
 JR0717
 JR0717;                    North         East    Units  Estimated Accuracy
 JR0717;SPC CA 3     -   674,670.    2,116,800.      MT  (+/- 180 meters Scaled)
 JR0717
 JR0717                          SUPERSEDED SURVEY CONTROL
 JR0717
 JR0717  NGVD 29 (??/??/92) 2115.316  (m)         6940.00   (f) ADJ UNCH    1 2
 JR0717
 JR0717.Superseded values are not recommended for survey control.
 JR0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0717.See file dsdata.txt to determine how the superseded data were derived.
 JR0717
 JR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC097154(NAD 83)
 JR0717_MARKER: DD = SURVEY DISK
 JR0717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0717_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0717_STAMPING: HY 406 M
 JR0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0717
 JR0717  HISTORY     - Date     Condition        Report By
 JR0717  HISTORY     - UNK      MONUMENTED       CADH
 JR0717  HISTORY     - 1957     GOOD             NGS
 JR0717  HISTORY     - 19830830 MARK NOT FOUND   USGS
 JR0717
 JR0717                          STATION DESCRIPTION
 JR0717
 JR0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0717'5.8 MI N FROM MONO LAKE.
 JR0717'5.8 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 JR0717'MONO LAKE, 0.2 MILE SOUTH OF THE CROSSING OF A SMALL CREEK
 JR0717'AT THE FOOT OF CONWAY GRADE, IN LINE WITH A ROW OF POWER LINE
 JR0717'POLES, 167 1/2 FEET NORTH OF POWER LINE POLE 88429, 23 1/2 FEET
 JR0717'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTH OF A
 JR0717'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, CEMENTED IN
 JR0717'THE TOP OF A 1 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING
 JR0717'0.2 FOOT ABOVE THE GROUND.
 JR0717
 JR0717                          STATION RECOVERY (1983)
 JR0717
 JR0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (BJD)
 JR0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1009 ***********************************************************************
 FU1009  DESIGNATION -  406.700 USBR
 FU1009  PID         -  FU1009
 FU1009  STATE/COUNTY-  CA/KERN
 FU1009  USGS QUAD   -  MC FARLAND (1969)
 FU1009
 FU1009                         *CURRENT SURVEY CONTROL
 FU1009  ___________________________________________________________________
 FU1009* NAD 83(1986)-  35 43 05.     (N)    119 10 56.     (W)     SCALED    
 FU1009* NAVD 88     -       124.43   (+/-2cm)     408.2    (feet)  VERTCON   
 FU1009  ___________________________________________________________________
 FU1009  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 FU1009  VERT ORDER  -  THIRD (See Below)
 FU1009
 FU1009.The horizontal coordinates were scaled from a topographic map and have
 FU1009.an estimated accuracy of +/- 6 seconds.
 FU1009
 FU1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1009.The vertical order pertains to the NGVD 29 superseded value.
 FU1009
 FU1009.The geoid height was determined by GEOID03.
 FU1009
 FU1009;                    North         East    Units  Estimated Accuracy
 FU1009;SPC CA 5     -   746,680.    1,893,020.      MT  (+/- 180 meters Scaled)
 FU1009
 FU1009                          SUPERSEDED SURVEY CONTROL
 FU1009
 FU1009  NGVD 29 (??/??/??)  123.62   (m)          405.6    (f) RESET       3  
 FU1009
 FU1009.Superseded values are not recommended for survey control.
 FU1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1009.See file dsdata.txt to determine how the superseded data were derived.
 FU1009
 FU1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV026548(NAD 83)
 FU1009_MARKER: DD = SURVEY DISK
 FU1009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1009_SP_SET: CURB
 FU1009_STAMPING: 406.700 122.05
 FU1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1009
 FU1009  HISTORY     - Date     Condition        Report By
 FU1009  HISTORY     - UNK      MONUMENTED       BOR
 FU1009  HISTORY     - 1953     GOOD             NGS
 FU1009  HISTORY     - 1966     GOOD             NGS
 FU1009
 FU1009                          STATION DESCRIPTION
 FU1009
 FU1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1009'5.6 MI S FROM JOVISTA.
 FU1009'5.6 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN
 FU1009'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE CROSSING
 FU1009'OF POND ROAD, AT BRIDGE 122.05, OVER THE CANAL, IN THE TOP OF
 FU1009'THE SOUTH CONCRETE CURB, 14 1/2 FEET SOUTH OF THE CENTER LINE
 FU1009'OF POND ROAD, 1.3 FEET EAST OF THE WEST END OF THE CURB, AND
 FU1009'ABOUT 1 FOOT HIGHER THAN THE ROAD.  IN R26E T25S, IN THE NORTHWEST
 FU1009'CORNER OF SECTION 33.
 FU1009
 FU1009                          STATION RECOVERY (1966)
 FU1009
 FU1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FU1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5407 ***********************************************************************
 DX5407  DESIGNATION -  407
 DX5407  PID         -  DX5407
 DX5407  STATE/COUNTY-  CA/RIVERSIDE
 DX5407  USGS QUAD   -  BEAUMONT (1996)
 DX5407
 DX5407                         *CURRENT SURVEY CONTROL
 DX5407  ___________________________________________________________________
 DX5407* NAD 83(1986)-  33 52 35.     (N)    116 55 43.     (W)     SCALED    
 DX5407* NAVD 88     -       718.986  (meters)    2358.87   (feet)  ADJUSTED  
 DX5407  ___________________________________________________________________
 DX5407  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DX5407  DYNAMIC HT  -         718.113 (meters)    2356.01  (feet)  COMP
 DX5407  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 DX5407
 DX5407  VERT ORDER  -  FIRST     CLASS II
 DX5407
 DX5407.The horizontal coordinates were scaled from a topographic map and have
 DX5407.an estimated accuracy of +/- 6 seconds.
 DX5407
 DX5407.The orthometric height was determined by differential leveling
 DX5407.and adjusted in January 1993.
 DX5407
 DX5407.The geoid height was determined by GEOID03.
 DX5407
 DX5407.The dynamic height is computed by dividing the NAVD 88
 DX5407.geopotential number by the normal gravity value computed on the
 DX5407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5407.degrees latitude (g = 980.6199 gals.).
 DX5407
 DX5407.The modeled gravity was interpolated from observed gravity values.
 DX5407
 DX5407;                    North         East    Units  Estimated Accuracy
 DX5407;SPC CA 6     -   689,820.    1,937,220.      MT  (+/- 180 meters Scaled)
 DX5407
 DX5407                          SUPERSEDED SURVEY CONTROL
 DX5407
 DX5407.No superseded survey control is available for this station.
 DX5407
 DX5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT066484(NAD 83)
 DX5407_MARKER: DB = BENCH MARK DISK
 DX5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5407_SP_SET: CONCRETE POST
 DX5407_STAMPING: 407 1992
 DX5407_MARK LOGO: MWDSC 
 DX5407_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5407+STABILITY: SURFACE MOTION
 DX5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5407+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5407
 DX5407  HISTORY     - Date     Condition        Report By
 DX5407  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5407
 DX5407                          STATION DESCRIPTION
 DX5407
 DX5407'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5407'IN BANNING, 3.85 MILES (6.20 KM) SOUTH ALONG HIGHLAND SPRINGS AVE.
 DX5407'FROM THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN
 DX5407'PACIFIC RAILROAD BRIDGE, 29 FEET (8.8 M) EAST OF THE CENTERLINE OF
 DX5407'HIGHLAND SPRINGS AVE., 39 FEET (11.9 M) WEST OF POWER POLE NO.
 DX5407'317119, POLE IS ANGLE POINT IN POLE LINE, HIGHLAND SPRINGS AVE. IS
 DX5407'CURVING AT THIS LOCATION, FOUND 3 INCH STANDARD BRASS MWD DISK IN TOP
 DX5407'OF 8 INCH DIAMETER CONCRETE POST, 4 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1019 ***********************************************************************
 FU1019  DESIGNATION -  407.212 USBR
 FU1019  PID         -  FU1019
 FU1019  STATE/COUNTY-  CA/KERN
 FU1019  USGS QUAD   -  MC FARLAND (1969)
 FU1019
 FU1019                         *CURRENT SURVEY CONTROL
 FU1019  ___________________________________________________________________
 FU1019* NAD 83(1986)-  35 44 47.     (N)    119 10 55.     (W)     SCALED    
 FU1019* NAVD 88     -       124.42   (+/-2cm)     408.2    (feet)  VERTCON   
 FU1019  ___________________________________________________________________
 FU1019  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 FU1019  VERT ORDER  -  THIRD (See Below)
 FU1019
 FU1019.The horizontal coordinates were scaled from a topographic map and have
 FU1019.an estimated accuracy of +/- 6 seconds.
 FU1019
 FU1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1019.The vertical order pertains to the NGVD 29 superseded value.
 FU1019
 FU1019.The geoid height was determined by GEOID03.
 FU1019
 FU1019;                    North         East    Units  Estimated Accuracy
 FU1019;SPC CA 5     -   749,830.    1,893,090.      MT  (+/- 180 meters Scaled)
 FU1019
 FU1019                          SUPERSEDED SURVEY CONTROL
 FU1019
 FU1019  NGVD 29 (??/??/??)  123.61   (m)          405.5    (f) RESET       3  
 FU1019
 FU1019.Superseded values are not recommended for survey control.
 FU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1019.See file dsdata.txt to determine how the superseded data were derived.
 FU1019
 FU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV027580(NAD 83)
 FU1019_MARKER: DD = SURVEY DISK
 FU1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU1019_SP_SET: CURB
 FU1019_STAMPING: 407.212 120.05
 FU1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1019
 FU1019  HISTORY     - Date     Condition        Report By
 FU1019  HISTORY     - UNK      MONUMENTED       BOR
 FU1019  HISTORY     - 1953     GOOD             NGS
 FU1019
 FU1019                          STATION DESCRIPTION
 FU1019
 FU1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU1019'3.6 MI S FROM JOVISTA.
 FU1019'3.6 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN
 FU1019'PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE CROSSING OF
 FU1019'AIRPORT AVENUE, AT BRIDGE 120.05 OVER THE CANAL, IN THE TOP
 FU1019'OF THE SOUTH CONCRETE CURB, 14 FEET SOUTH OF THE CENTER LINE
 FU1019'OF THE AVENUE, 1.2 FEET EAST OF THE WEST END OF THE CURB, AND
 FU1019'ABOUT 1 FOOT HIGHER THAN THE AVENUE.  IN R26E T25S, NEAR THE
 FU1019'NORTHWEST CORNER OF SECTION 21.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2315 ***********************************************************************
 GU2315  DESIGNATION -  408
 GU2315  PID         -  GU2315
 GU2315  STATE/COUNTY-  CA/MONTEREY
 GU2315  USGS QUAD   -  SAN ARDO (1984)
 GU2315
 GU2315                         *CURRENT SURVEY CONTROL
 GU2315  ___________________________________________________________________
 GU2315* NAD 83(1986)-  36 05 49.     (N)    120 58 05.     (W)     SCALED    
 GU2315* NAVD 88     -       125.07   (+/-2cm)     410.3    (feet)  VERTCON   
 GU2315  ___________________________________________________________________
 GU2315  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 GU2315  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2315
 GU2315.The horizontal coordinates were scaled from a topographic map and have
 GU2315.an estimated accuracy of +/- 6 seconds.
 GU2315
 GU2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2315.The vertical order pertains to the NGVD 29 superseded value.
 GU2315
 GU2315.The geoid height was determined by GEOID03.
 GU2315
 GU2315;                    North         East    Units  Estimated Accuracy
 GU2315;SPC CA 4     -   586,550.    1,822,790.      MT  (+/- 180 meters Scaled)
 GU2315
 GU2315                          SUPERSEDED SURVEY CONTROL
 GU2315
 GU2315  NGVD 29 (??/??/??)  124.166  (m)          407.37   (f) ADJUSTED    1 1
 GU2315
 GU2315.Superseded values are not recommended for survey control.
 GU2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2315.See file dsdata.txt to determine how the superseded data were derived.
 GU2315
 GU2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE829966(NAD 83)
 GU2315_MARKER: P = PIPE CAP
 GU2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2315_STAMPING: 408 FT DATUM B 1908
 GU2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2315+STABILITY: SURFACE MOTION
 GU2315
 GU2315  HISTORY     - Date     Condition        Report By
 GU2315  HISTORY     - 1908     MONUMENTED       USGS
 GU2315  HISTORY     - 1968     GOOD             NGS
 GU2315  HISTORY     - 19890202 MARK NOT FOUND   NGS
 GU2315
 GU2315                          STATION DESCRIPTION
 GU2315
 GU2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2315'6.6 MI NW FROM SAN ARDO.
 GU2315'6.65 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2315'FROM THE CROSSING OF JOLON STREET AT SAN ARDO, 13 FEET WEST
 GU2315'OF THE WEST RAIL, 39 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 GU2315'101, 18 FEET EAST OF A POWER POLE, 6 1/2 POLES SOUTH OF MILEPOLE
 GU2315'176, 8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 GU2315'TRACK, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.4
 GU2315'FOOT ABOVE THE GROUND.
 GU2315
 GU2315                          STATION RECOVERY (1989)
 GU2315
 GU2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5408 ***********************************************************************
 DX5408  DESIGNATION -  408
 DX5408  PID         -  DX5408
 DX5408  STATE/COUNTY-  CA/RIVERSIDE
 DX5408  USGS QUAD   -  SAN JACINTO (1979)
 DX5408
 DX5408                         *CURRENT SURVEY CONTROL
 DX5408  ___________________________________________________________________
 DX5408* NAD 83(1986)-  33 52 09.     (N)    116 56 16.     (W)     SCALED    
 DX5408* NAVD 88     -       654.003  (meters)    2145.67   (feet)  ADJUSTED  
 DX5408  ___________________________________________________________________
 DX5408  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DX5408  DYNAMIC HT  -         653.210 (meters)    2143.07  (feet)  COMP
 DX5408  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 DX5408
 DX5408  VERT ORDER  -  FIRST     CLASS II
 DX5408
 DX5408.The horizontal coordinates were scaled from a topographic map and have
 DX5408.an estimated accuracy of +/- 6 seconds.
 DX5408
 DX5408.The orthometric height was determined by differential leveling
 DX5408.and adjusted in January 1993.
 DX5408
 DX5408.The geoid height was determined by GEOID03.
 DX5408
 DX5408.The dynamic height is computed by dividing the NAVD 88
 DX5408.geopotential number by the normal gravity value computed on the
 DX5408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5408.degrees latitude (g = 980.6199 gals.).
 DX5408
 DX5408.The modeled gravity was interpolated from observed gravity values.
 DX5408
 DX5408;                    North         East    Units  Estimated Accuracy
 DX5408;SPC CA 6     -   689,030.    1,936,360.      MT  (+/- 180 meters Scaled)
 DX5408
 DX5408                          SUPERSEDED SURVEY CONTROL
 DX5408
 DX5408.No superseded survey control is available for this station.
 DX5408
 DX5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT057476(NAD 83)
 DX5408_MARKER: DB = BENCH MARK DISK
 DX5408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5408_SP_SET: IN TOP OF CONC. DRAIN HEADWALL
 DX5408_STAMPING: 408 1992
 DX5408_MARK LOGO: MWDSC 
 DX5408_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5408+STABILITY: SURFACE MOTION
 DX5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5408+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5408
 DX5408  HISTORY     - Date     Condition        Report By
 DX5408  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5408
 DX5408                          STATION DESCRIPTION
 DX5408
 DX5408'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5408'IN BANNING, 4.7 MILES (7.6 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5408'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5408'RAILROAD BRIDGE, 35 FEET (10.7 M) EAST OF THE CENTERLINE OF HIGHLAND
 DX5408'SPRINGS AVE., 27 FEET (8.2 M) WEST OF UNNAMED ROAD, FOUND 3 1/4
 DX5408'STANDARD ALUMINUM MWD DISK IN TOP OF CONCRETE HEADWALL FOR DRAIN
 DX5408'UNDER UNNAMED ROAD, FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1568 ***********************************************************************
 EW1568  DESIGNATION -  408.855 C OF LA
 EW1568  PID         -  EW1568
 EW1568  STATE/COUNTY-  CA/LOS ANGELES
 EW1568  USGS QUAD   -  HOLLYWOOD (1994)
 EW1568
 EW1568                         *CURRENT SURVEY CONTROL
 EW1568  ___________________________________________________________________
 EW1568* NAD 83(1986)-  34 06 58.     (N)    118 16 18.     (W)     SCALED    
 EW1568* NAVD 88     -       125.38   (+/-2cm)     411.4    (feet)  VERTCON   
 EW1568  ___________________________________________________________________
 EW1568  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW1568  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1568
 EW1568.The horizontal coordinates were scaled from a topographic map and have
 EW1568.an estimated accuracy of +/- 6 seconds.
 EW1568
 EW1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1568.The vertical order pertains to the NGVD 29 superseded value.
 EW1568
 EW1568.The geoid height was determined by GEOID03.
 EW1568
 EW1568;                    North         East    Units  Estimated Accuracy
 EW1568;SPC CA 5     -   568,380.    1,974,940.      MT  (+/- 180 meters Scaled)
 EW1568
 EW1568                          SUPERSEDED SURVEY CONTROL
 EW1568
 EW1568  NGVD 29 (??/??/92)  124.59   (m)          408.8    (f) COMPUTED    1 2
 EW1568
 EW1568.Superseded values are not recommended for survey control.
 EW1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1568.See file dsdata.txt to determine how the superseded data were derived.
 EW1568
 EW1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT827757(NAD 83)
 EW1568_MARKER: S = SPIKE
 EW1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1568_SP_SET: CATCH BASIN
 EW1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1568
 EW1568  HISTORY     - Date     Condition        Report By
 EW1568  HISTORY     - UNK      MONUMENTED       CA1980
 EW1568  HISTORY     - 1945     GOOD             NGS
 EW1568  HISTORY     - 1966     GOOD             NGS
 EW1568
 EW1568                          STATION DESCRIPTION
 EW1568
 EW1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1568'AT LOS ANGELES.
 EW1568'AT LOS ANGELES BETWEEN THE INTERSECTION OF LOS FELIZ BLVD. AND
 EW1568'RIVERSIDE DRIVE, AND THE INTERSECTION OF LOS FELIZ BLVD. AND
 EW1568'LAMBETH STREET, IN THE SOUTHEAST CURB OF LOS FELIZ BLVD. AND
 EW1568'79.0 FEET EAST OF THE PROJECTED CENTERLINE OF LAMBETH STREET.
 EW1568'SPIKE IS IN THE SOUTHWEST END OF A CATCH BASIN.  A CUT SPIKE
 EW1568'IN CONCRETE.
 EW1568
 EW1568                          STATION RECOVERY (1966)
 EW1568
 EW1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0683 ***********************************************************************
 MW0683  DESIGNATION -  4089.5
 MW0683  PID         -  MW0683
 MW0683  STATE/COUNTY-  CA/SISKIYOU
 MW0683  USGS QUAD   -  LOWER KLAMATH LAKE (1993)
 MW0683
 MW0683                         *CURRENT SURVEY CONTROL
 MW0683  ___________________________________________________________________
 MW0683* NAD 83(1986)-  41 54 10.     (N)    121 38 52.     (W)     SCALED    
 MW0683* NAVD 88     -      1247.579  (meters)    4093.10   (feet)  ADJUSTED  
 MW0683  ___________________________________________________________________
 MW0683  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 MW0683  DYNAMIC HT  -        1246.774 (meters)    4090.46  (feet)  COMP
 MW0683  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 MW0683
 MW0683  VERT ORDER  -  SECOND    CLASS 0
 MW0683
 MW0683.The horizontal coordinates were scaled from a topographic map and have
 MW0683.an estimated accuracy of +/- 6 seconds.
 MW0683
 MW0683.The orthometric height was determined by differential leveling
 MW0683.and adjusted in June 1991.
 MW0683
 MW0683.The geoid height was determined by GEOID03.
 MW0683
 MW0683.The dynamic height is computed by dividing the NAVD 88
 MW0683.geopotential number by the normal gravity value computed on the
 MW0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0683.degrees latitude (g = 980.6199 gals.).
 MW0683
 MW0683.The modeled gravity was interpolated from observed gravity values.
 MW0683
 MW0683;                    North         East    Units  Estimated Accuracy
 MW0683;SPC CA 1     -   785,380.    2,029,230.      MT  (+/- 180 meters Scaled)
 MW0683
 MW0683                          SUPERSEDED SURVEY CONTROL
 MW0683
 MW0683  NGVD 29 (??/??/??) 1246.462  (m)         4089.43   (f) ADJUSTED    2 0
 MW0683
 MW0683.Superseded values are not recommended for survey control.
 MW0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0683.See file dsdata.txt to determine how the superseded data were derived.
 MW0683
 MW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM121398(NAD 83)
 MW0683_MARKER: DD = SURVEY DISK
 MW0683_SETTING: 66 = SET IN ROCK OUTCROP
 MW0683_SP_SET: LAVA OUTCROP
 MW0683_MARK LOGO: USGS  
 MW0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0683+STABILITY: POSITION/ELEVATION WELL
 MW0683
 MW0683  HISTORY     - Date     Condition        Report By
 MW0683  HISTORY     - UNK      MONUMENTED       USGS
 MW0683  HISTORY     - 1954     GOOD             CGS
 MW0683
 MW0683                          STATION DESCRIPTION
 MW0683
 MW0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0683'10.8 MI SW FROM MERRILL.
 MW0683'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0683'THENCE 1.0 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 9.6 MILES
 MW0683'SOUTHWEST ALONG A GRADED ROAD, 0.3 MILE SOUTHWEST OF A ROCK PIT
 MW0683'OF THE EAST SIDE OF THE ROAD, 0.2 MILE EAST OF THE JUNCTION OF A
 MW0683'ROAD LEADING SOUTHWEST TO DOME MT., ABOUT 75 YARDS WEST OF A
 MW0683'SMALL WOODEN BUILDING SURROUNDED BY A 7-FOOT-HIGH WIRE FENCE,
 MW0683'ON THE NORTH SLOPE OF A ROCKY HILLSIDE, IN THE TOP OF A LARGE
 MW0683'LAVA OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 38 FEET SOUTH
 MW0683'OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF THE EAST EDGE OF
 MW0683'THE OUTCROP, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5409 ***********************************************************************
 DX5409  DESIGNATION -  409
 DX5409  PID         -  DX5409
 DX5409  STATE/COUNTY-  CA/RIVERSIDE
 DX5409  USGS QUAD   -  SAN JACINTO (1979)
 DX5409
 DX5409                         *CURRENT SURVEY CONTROL
 DX5409  ___________________________________________________________________
 DX5409* NAD 83(1986)-  33 51 57.     (N)    116 56 44.     (W)     SCALED    
 DX5409* NAVD 88     -       635.470  (meters)    2084.87   (feet)  ADJUSTED  
 DX5409  ___________________________________________________________________
 DX5409  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DX5409  DYNAMIC HT  -         634.700 (meters)    2082.34  (feet)  COMP
 DX5409  MODELED GRAV-     979,404.1   (mgal)                       NAVD 88
 DX5409
 DX5409  VERT ORDER  -  FIRST     CLASS II
 DX5409
 DX5409.The horizontal coordinates were scaled from a topographic map and have
 DX5409.an estimated accuracy of +/- 6 seconds.
 DX5409
 DX5409.The orthometric height was determined by differential leveling
 DX5409.and adjusted in January 1993.
 DX5409
 DX5409.The geoid height was determined by GEOID03.
 DX5409
 DX5409.The dynamic height is computed by dividing the NAVD 88
 DX5409.geopotential number by the normal gravity value computed on the
 DX5409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5409.degrees latitude (g = 980.6199 gals.).
 DX5409
 DX5409.The modeled gravity was interpolated from observed gravity values.
 DX5409
 DX5409;                    North         East    Units  Estimated Accuracy
 DX5409;SPC CA 6     -   688,660.    1,935,640.      MT  (+/- 180 meters Scaled)
 DX5409
 DX5409                          SUPERSEDED SURVEY CONTROL
 DX5409
 DX5409.No superseded survey control is available for this station.
 DX5409
 DX5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT050472(NAD 83)
 DX5409_MARKER: DB = BENCH MARK DISK
 DX5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5409_SP_SET: CONCRETE POST
 DX5409_STAMPING: 409 1992
 DX5409_MARK LOGO: MWDSC 
 DX5409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5409+STABILITY: SURFACE MOTION
 DX5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5409+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5409
 DX5409  HISTORY     - Date     Condition        Report By
 DX5409  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5409
 DX5409                          STATION DESCRIPTION
 DX5409
 DX5409'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5409'IN BANNING, 5.2 MILES (8.4 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5409'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5409'RAILROAD BRIDGE, 27 FEET (8.2 M) NORTHWESTERLY FROM THE CENTERLINE OF
 DX5409'HIGHLAND SPRINGS AVE. AT THE END OF A CURVE IN THE ROAD, FOUND 3 INCH
 DX5409'STANDARD BRASS MWD DISK IN TOP OF 8 INCH DIAMETER CONCRETE POST, 4
 DX5409'INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0680 ***********************************************************************
 MW0680  DESIGNATION -  4090.8
 MW0680  PID         -  MW0680
 MW0680  STATE/COUNTY-  CA/SISKIYOU
 MW0680  USGS QUAD   -  LOWER KLAMATH LAKE (1993)
 MW0680
 MW0680                         *CURRENT SURVEY CONTROL
 MW0680  ___________________________________________________________________
 MW0680* NAD 83(1986)-  41 53 22.     (N)    121 41 30.     (W)     SCALED    
 MW0680* NAVD 88     -      1247.962  (meters)    4094.36   (feet)  ADJUSTED  
 MW0680  ___________________________________________________________________
 MW0680  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 MW0680  DYNAMIC HT  -        1247.139 (meters)    4091.66  (feet)  COMP
 MW0680  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 MW0680
 MW0680  VERT ORDER  -  SECOND    CLASS 0
 MW0680
 MW0680.The horizontal coordinates were scaled from a topographic map and have
 MW0680.an estimated accuracy of +/- 6 seconds.
 MW0680
 MW0680.The orthometric height was determined by differential leveling
 MW0680.and adjusted in June 1991.
 MW0680
 MW0680.The geoid height was determined by GEOID03.
 MW0680
 MW0680.The dynamic height is computed by dividing the NAVD 88
 MW0680.geopotential number by the normal gravity value computed on the
 MW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0680.degrees latitude (g = 980.6199 gals.).
 MW0680
 MW0680.The modeled gravity was interpolated from observed gravity values.
 MW0680
 MW0680;                    North         East    Units  Estimated Accuracy
 MW0680;SPC CA 1     -   783,890.    2,025,590.      MT  (+/- 180 meters Scaled)
 MW0680
 MW0680                          SUPERSEDED SURVEY CONTROL
 MW0680
 MW0680  NGVD 29 (??/??/??) 1246.827  (m)         4090.63   (f) ADJUSTED    2 0
 MW0680
 MW0680.Superseded values are not recommended for survey control.
 MW0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0680.See file dsdata.txt to determine how the superseded data were derived.
 MW0680
 MW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM085383(NAD 83)
 MW0680_MARKER: DB = BENCH MARK DISK
 MW0680_SETTING: 80 = SET IN A BOULDER
 MW0680_STAMPING: RESET 1949
 MW0680_MARK LOGO: USGS  
 MW0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0680+STABILITY: SURFACE MOTION
 MW0680
 MW0680  HISTORY     - Date     Condition        Report By
 MW0680  HISTORY     - 1949     MONUMENTED       USGS
 MW0680  HISTORY     - 1954     GOOD             CGS
 MW0680
 MW0680                          STATION DESCRIPTION
 MW0680
 MW0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0680'13.4 MI SW FROM MERRILL.
 MW0680'0.2 MILE EAST ALONG STATE HIGHWAY 39 FROM MERRILL HIGH SCHOOL,
 MW0680'THENCE 1.0 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE 12.2 MILE
 MW0680'SOUTHWEST ALONG A GRADED ROAD, ABOUT 50 YARDS NORTHWEST OF THE
 MW0680'POINT OF A PROMINENT ROCK RIDGE, ON THE SOUTHWEST FOOT OF THE
 MW0680'RIDGE, IN THE TOP OF A 6- BY 6-FOOT FLAT BOULDER (WITH A HOLE 1
 MW0680'FOOT DEEP AND 10 INCHES IN DIAMATER IN ITS CENTER) PROJECTING
 MW0680'1 FOOT ABOVE THE GROUND, 23 FEET NORTHEAST OF THE CENTER LINE OF
 MW0680'THE ROAD, 1.6 FEET NORTHWEST OF THE CENTER OF THE HOLE, AND ABOUT
 MW0680'4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0674 ***********************************************************************
 MW0674  DESIGNATION -  4091
 MW0674  PID         -  MW0674
 MW0674  STATE/COUNTY-  CA/SISKIYOU
 MW0674  USGS QUAD   -  LOWER KLAMATH LAKE (1993)
 MW0674
 MW0674                         *CURRENT SURVEY CONTROL
 MW0674  ___________________________________________________________________
 MW0674* NAD 83(1986)-  41 54 17.     (N)    121 44 10.     (W)     SCALED    
 MW0674* NAVD 88     -      1248.138  (meters)    4094.93   (feet)  ADJUSTED  
 MW0674  ___________________________________________________________________
 MW0674  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 MW0674  DYNAMIC HT  -        1247.330 (meters)    4092.28  (feet)  COMP
 MW0674  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 MW0674
 MW0674  VERT ORDER  -  SECOND    CLASS 0
 MW0674
 MW0674.The horizontal coordinates were scaled from a topographic map and have
 MW0674.an estimated accuracy of +/- 6 seconds.
 MW0674
 MW0674.The orthometric height was determined by differential leveling
 MW0674.and adjusted in June 1991.
 MW0674
 MW0674.The geoid height was determined by GEOID03.
 MW0674
 MW0674.The dynamic height is computed by dividing the NAVD 88
 MW0674.geopotential number by the normal gravity value computed on the
 MW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0674.degrees latitude (g = 980.6199 gals.).
 MW0674
 MW0674.The modeled gravity was interpolated from observed gravity values.
 MW0674
 MW0674;                    North         East    Units  Estimated Accuracy
 MW0674;SPC CA 1     -   785,570.    2,021,900.      MT  (+/- 180 meters Scaled)
 MW0674
 MW0674                          SUPERSEDED SURVEY CONTROL
 MW0674
 MW0674  NGVD 29 (??/??/??) 1247.013  (m)         4091.24   (f) ADJUSTED    2 0
 MW0674
 MW0674.Superseded values are not recommended for survey control.
 MW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0674.See file dsdata.txt to determine how the superseded data were derived.
 MW0674
 MW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM048399(NAD 83)
 MW0674_MARKER: DD = SURVEY DISK
 MW0674_SETTING: 80 = SET IN A BOULDER
 MW0674_MARK LOGO: USGS  
 MW0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0674+STABILITY: SURFACE MOTION
 MW0674
 MW0674  HISTORY     - Date     Condition        Report By
 MW0674  HISTORY     - UNK      MONUMENTED       USGS
 MW0674  HISTORY     - 1954     GOOD             CGS
 MW0674
 MW0674                          STATION DESCRIPTION
 MW0674
 MW0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0674'12.3 MI SE FROM DORRIS.
 MW0674'9.7 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE SOUTHERN
 MW0674'PACIFIC COMPANY RAILROAD STATION AT DORRIS, THENCE 2.6 MILES EAST
 MW0674'ALONG A GRADED ROAD, ON THE OUTSIDE OF A CURVE AT THE SUMMIT OF
 MW0674'A GRADE, IN THE APPROXIMATE CENTER OF A 12- BY 8-FOOT BOULDER
 MW0674'PROJECTING 4 FEET ABOVE THE GROUND, 380 FEET NORTHEAST OF THE
 MW0674'CENTER LINE OF THE ROAD, 275 FEET NORTHEAST OF THE SUMMIT OF A
 MW0674'SMALL ROCKY KNOLL, 50 FEET SOUTHWEST OF THE EDGE OF THE BOTTOM
 MW0674'LAND, AND ABOUT 20 FEET LOWER THAN THE ROAD.  NOTE-- A SMALL
 MW0674'PIECE OF THE SOUTH SIDE OF THE DISK IS BROKEN OFF BUT BENCH MARK
 MW0674'IS STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0057 ***********************************************************************
 JS0057  DESIGNATION -  4098.56 USBPR
 JS0057  PID         -  JS0057
 JS0057  STATE/COUNTY-  CA/EL DORADO
 JS0057  USGS QUAD   -  KYBURZ (1973)
 JS0057
 JS0057                         *CURRENT SURVEY CONTROL
 JS0057  ___________________________________________________________________
 JS0057* NAD 83(1986)-  38 46 29.     (N)    120 17 41.     (W)     SCALED    
 JS0057* NAVD 88     -      1250.17   (+/-2cm)    4101.6    (feet)  VERTCON   
 JS0057  ___________________________________________________________________
 JS0057  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JS0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0057
 JS0057.The horizontal coordinates were scaled from a topographic map and have
 JS0057.an estimated accuracy of +/- 6 seconds.
 JS0057
 JS0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0057.The vertical order pertains to the NGVD 29 superseded value.
 JS0057
 JS0057.The geoid height was determined by GEOID03.
 JS0057
 JS0057;                    North         East    Units  Estimated Accuracy
 JS0057;SPC CA 2     -   624,390.    2,148,170.      MT  (+/- 180 meters Scaled)
 JS0057
 JS0057                          SUPERSEDED SURVEY CONTROL
 JS0057
 JS0057  NGVD 29 (??/??/92) 1249.101  (m)         4098.09   (f) ADJ UNCH    2 0
 JS0057
 JS0057.Superseded values are not recommended for survey control.
 JS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0057.See file dsdata.txt to determine how the superseded data were derived.
 JS0057
 JS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH350952(NAD 83)
 JS0057_MARKER: P = PIPE CAP
 JS0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0057_STAMPING: 4098.56 487+77.5 1930 R P
 JS0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0057
 JS0057  HISTORY     - Date     Condition        Report By
 JS0057  HISTORY     - 1930     MONUMENTED       BPR
 JS0057  HISTORY     - 1934     GOOD             NGS
 JS0057  HISTORY     - 1952     MARK NOT FOUND   NGS
 JS0057
 JS0057                          STATION DESCRIPTION
 JS0057
 JS0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0057'0.1 MI E FROM KYBURZ.
 JS0057'0.1 MILE EAST ALONG U.S. HIGHWAY 50 FROM KYBURZ, EL DORADO
 JS0057'COUNTY, ABOUT 600 FEET EAST OF THE KYBURZ HOTEL, 30 FEET NORTH
 JS0057'OF THE CENTERLINE OF THE HIGHWAY, MIDWAY BETWEEN TWO SMALL
 JS0057'WASHES, AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A UNITED STATES
 JS0057'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 4098.56 487+77.5
 JS0057'1930 R P AND FASTENED ON THE TOP OF A 2-INCH IRON PIPE.
 JS0057
 JS0057                          STATION RECOVERY (1952)
 JS0057
 JS0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 JS0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1101 ***********************************************************************
 JS1101  DESIGNATION -  41
 JS1101  PID         -  JS1101
 JS1101  STATE/COUNTY-  CA/SACRAMENTO
 JS1101  USGS QUAD   -  FLORIN (1980)
 JS1101
 JS1101                         *CURRENT SURVEY CONTROL
 JS1101  ___________________________________________________________________
 JS1101* NAD 83(1986)-  38 22 38.     (N)    121 27 16.     (W)     SCALED    
 JS1101* NAVD 88     -         5.81   (+/-2cm)      19.1    (feet)  VERTCON   
 JS1101  ___________________________________________________________________
 JS1101  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JS1101  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1101
 JS1101.The horizontal coordinates were scaled from a topographic map and have
 JS1101.an estimated accuracy of +/- 6 seconds.
 JS1101
 JS1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1101.The vertical order pertains to the NGVD 29 superseded value.
 JS1101
 JS1101.The geoid height was determined by GEOID03.
 JS1101
 JS1101;                    North         East    Units  Estimated Accuracy
 JS1101;SPC CA 2     -   579,020.    2,047,670.      MT  (+/- 180 meters Scaled)
 JS1101
 JS1101                          SUPERSEDED SURVEY CONTROL
 JS1101
 JS1101  NGVD 29 (??/??/92)    5.070  (m)           16.63   (f) ADJ UNCH    1 2
 JS1101
 JS1101.Superseded values are not recommended for survey control.
 JS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1101.See file dsdata.txt to determine how the superseded data were derived.
 JS1101
 JS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH350488(NAD 83)
 JS1101_MARKER: DB = BENCH MARK DISK
 JS1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1101+STABILITY: SURFACE MOTION
 JS1101
 JS1101  HISTORY     - Date     Condition        Report By
 JS1101  HISTORY     - UNK      MONUMENTED       CGS
 JS1101  HISTORY     - 1951     GOOD             NGS
 JS1101  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS1101
 JS1101                          STATION DESCRIPTION
 JS1101
 JS1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1101'AT FRANKLIN.
 JS1101'AT FRANKLIN, AT THE NORTHEAST CORNER OF THE FRANKLIN UNION
 JS1101'SCHOOL YARD, 77.2 FEET NORTH OF B M J 462, 66.0 FEET WEST OF THE
 JS1101'CENTER LINE OF THE STREET, 37.6 FEET EAST OF THE NORTHEAST
 JS1101'CORNER OF THE SCHOOL BUILDING, 1.2 FEET WEST OF AN IRON RAIL
 JS1101'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JS1101'GROUND.
 JS1101
 JS1101                          STATION RECOVERY (2004)
 JS1101
 JS1101'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1101'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0045 ***********************************************************************
 FT0045  DESIGNATION -  41
 FT0045  PID         -  FT0045
 FT0045  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0045  USGS QUAD   -  NORTH OF BAKER (1983)
 FT0045
 FT0045                         *CURRENT SURVEY CONTROL
 FT0045  ___________________________________________________________________
 FT0045* NAD 83(1986)-  35 28 37.     (N)    116 07 27.     (W)     SCALED    
 FT0045* NAVD 88     -       299.438  (meters)     982.41   (feet)  POSTED    
 FT0045  ___________________________________________________________________
 FT0045  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FT0045  DYNAMIC HT  -         299.140 (meters)     981.43  (feet)  COMP
 FT0045  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 FT0045
 FT0045  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FT0045
 FT0045.The horizontal coordinates were scaled from a topographic map and have
 FT0045.an estimated accuracy of +/- 6 seconds.
 FT0045
 FT0045.The orthometric height was determined by differential leveling
 FT0045.and adjusted by the  in 1992.
 FT0045.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FT0045.rate of 0.0 thru 1.0 mm/km.
 FT0045
 FT0045.The geoid height was determined by GEOID03.
 FT0045
 FT0045.The dynamic height is computed by dividing the NAVD 88
 FT0045.geopotential number by the normal gravity value computed on the
 FT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0045.degrees latitude (g = 980.6199 gals.).
 FT0045
 FT0045.The modeled gravity was interpolated from observed gravity values.
 FT0045
 FT0045;                    North         East    Units  Estimated Accuracy
 FT0045;SPC CA 5     -   720,890.    2,170,230.      MT  (+/- 180 meters Scaled)
 FT0045
 FT0045                          SUPERSEDED SURVEY CONTROL
 FT0045
 FT0045  NGVD 29 (??/??/92)  298.754  (m)          980.16   (f) ADJ UNCH    1 2
 FT0045
 FT0045.Superseded values are not recommended for survey control.
 FT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0045.See file dsdata.txt to determine how the superseded data were derived.
 FT0045
 FT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV794262(NAD 83)
 FT0045_MARKER: DB = BENCH MARK DISK
 FT0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0045_STAMPING: 980.608 B 1909 41
 FT0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0045+STABILITY: SURFACE MOTION
 FT0045
 FT0045  HISTORY     - Date     Condition        Report By
 FT0045  HISTORY     - 1909     MONUMENTED       USGS
 FT0045  HISTORY     - 1943     GOOD             NGS
 FT0045
 FT0045                          STATION DESCRIPTION
 FT0045
 FT0045'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 FT0045'7.4 MI N FROM SILVER LAKE.
 FT0045'7.4 MILES NORTH ALONG THE ABANDONED TONOPAH AND TIDEWATER
 FT0045'RAILROAD FROM SILVER LAKE, SAN BERNARDINO COUNTY, ABOUT 700 FEET
 FT0045'SOUTH OF THE SWITCH STAND AT THE SOUTH END OF TALC SIDING, 58
 FT0045'FEET EAST OF THE CENTERLINE OF THE FORMER TRACK, 3 FEET SOUTH
 FT0045'OF A POLE, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED
 FT0045'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 980.608 B 1909
 FT0045'41 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN
 FT0045'CONCRETE AND PROJECTING 4 INCHES ABOVE GROUND.
 FT0045
 FT0045                          STATION RECOVERY (1943)
 FT0045
 FT0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FT0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1792 ***********************************************************************
 JT1792  DESIGNATION -  41 1
 JT1792  PID         -  JT1792
 JT1792  STATE/COUNTY-  CA/NAPA
 JT1792  USGS QUAD   -  NAPA (1980)
 JT1792
 JT1792                         *CURRENT SURVEY CONTROL
 JT1792  ___________________________________________________________________
 JT1792* NAD 83(1986)-  38 17 16.     (N)    122 18 48.     (W)     SCALED    
 JT1792* NAVD 88     -        41.50   (+/-2cm)     136.2    (feet)  VERTCON   
 JT1792  ___________________________________________________________________
 JT1792  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1792  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1792
 JT1792.The horizontal coordinates were scaled from a topographic map and have
 JT1792.an estimated accuracy of +/- 6 seconds.
 JT1792
 JT1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1792.The vertical order pertains to the NGVD 29 superseded value.
 JT1792
 JT1792.The geoid height was determined by GEOID03.
 JT1792
 JT1792;                    North         East    Units  Estimated Accuracy
 JT1792;SPC CA 2     -   569,000.    1,972,590.      MT  (+/- 180 meters Scaled)
 JT1792
 JT1792                          SUPERSEDED SURVEY CONTROL
 JT1792
 JT1792  NGVD 29 (??/??/92)   40.723  (m)          133.61   (f) ADJ UNCH    1 1
 JT1792
 JT1792.Superseded values are not recommended for survey control.
 JT1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1792.See file dsdata.txt to determine how the superseded data were derived.
 JT1792
 JT1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH600379(NAD 83)
 JT1792_MARKER: DD = SURVEY DISK
 JT1792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1792_SP_SET: CULVERT
 JT1792_MARK LOGO: CA2330
 JT1792_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1792
 JT1792  HISTORY     - Date     Condition        Report By
 JT1792  HISTORY     - 1971     MONUMENTED       CA2330
 JT1792
 JT1792                          STATION DESCRIPTION
 JT1792
 JT1792'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1792'ALONG OLD SONOMA ROAD, 350 FT (106.7 M) WEST OF LILIENTHAL ROAD, A
 JT1792'BRASS CAP IN CULVERT HEADWALL, NORTH OF EP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1637 ***********************************************************************
 JT1637  DESIGNATION -  41 6
 JT1637  PID         -  JT1637
 JT1637  STATE/COUNTY-  CA/NAPA
 JT1637  USGS QUAD   -  NAPA (1980)
 JT1637
 JT1637                         *CURRENT SURVEY CONTROL
 JT1637  ___________________________________________________________________
 JT1637* NAD 83(1986)-  38 15 25.     (N)    122 20 24.     (W)     SCALED    
 JT1637* NAVD 88     -        35.64   (+/-2cm)     116.9    (feet)  VERTCON   
 JT1637  ___________________________________________________________________
 JT1637  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT1637  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1637
 JT1637.The horizontal coordinates were scaled from a topographic map and have
 JT1637.an estimated accuracy of +/- 6 seconds.
 JT1637
 JT1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1637.The vertical order pertains to the NGVD 29 superseded value.
 JT1637
 JT1637.The geoid height was determined by GEOID03.
 JT1637
 JT1637;                    North         East    Units  Estimated Accuracy
 JT1637;SPC CA 2     -   565,580.    1,970,240.      MT  (+/- 180 meters Scaled)
 JT1637
 JT1637                          SUPERSEDED SURVEY CONTROL
 JT1637
 JT1637  NGVD 29 (??/??/92)   34.878  (m)          114.43   (f) ADJ UNCH    1 1
 JT1637
 JT1637.Superseded values are not recommended for survey control.
 JT1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1637.See file dsdata.txt to determine how the superseded data were derived.
 JT1637
 JT1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577345(NAD 83)
 JT1637_MARKER: DD = SURVEY DISK
 JT1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1637_SP_SET: MASSIVE STRUCTURE
 JT1637_MARK LOGO: CA2330
 JT1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1637
 JT1637  HISTORY     - Date     Condition        Report By
 JT1637  HISTORY     - 1971     MONUMENTED       CA2330
 JT1637
 JT1637                          STATION DESCRIPTION
 JT1637
 JT1637'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1637'AT OLD SONOMA ROAD AND CARNEROS CREEK BRIDGE IN THE NORTHWEST
 JT1637'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1585 ***********************************************************************
 JT1585  DESIGNATION -  41 7
 JT1585  PID         -  JT1585
 JT1585  STATE/COUNTY-  CA/NAPA
 JT1585  USGS QUAD   -  NAPA (1980)
 JT1585
 JT1585                         *CURRENT SURVEY CONTROL
 JT1585  ___________________________________________________________________
 JT1585* NAD 83(1986)-  38 15 24.     (N)    122 20 26.     (W)     SCALED    
 JT1585* NAVD 88     -        32.77   (+/-2cm)     107.5    (feet)  VERTCON   
 JT1585  ___________________________________________________________________
 JT1585  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1585  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1585
 JT1585.The horizontal coordinates were scaled from a topographic map and have
 JT1585.an estimated accuracy of +/- 6 seconds.
 JT1585
 JT1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1585.The vertical order pertains to the NGVD 29 superseded value.
 JT1585
 JT1585.The geoid height was determined by GEOID03.
 JT1585
 JT1585;                    North         East    Units  Estimated Accuracy
 JT1585;SPC CA 2     -   565,550.    1,970,190.      MT  (+/- 180 meters Scaled)
 JT1585
 JT1585                          SUPERSEDED SURVEY CONTROL
 JT1585
 JT1585  NGVD 29 (??/??/92)   32.009  (m)          105.02   (f) ADJ UNCH    1 1
 JT1585
 JT1585.Superseded values are not recommended for survey control.
 JT1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1585.See file dsdata.txt to determine how the superseded data were derived.
 JT1585
 JT1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576344(NAD 83)
 JT1585_MARKER: DD = SURVEY DISK
 JT1585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1585_SP_SET: COPPER-CLAD STEEL ROD
 JT1585_STAMPING: 41-7 C OF N
 JT1585_MARK LOGO: CA2330
 JT1585_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1585
 JT1585  HISTORY     - Date     Condition        Report By
 JT1585  HISTORY     - 1972     MONUMENTED       CA2330
 JT1585
 JT1585                          STATION DESCRIPTION
 JT1585
 JT1585'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1585'5.7 MI (9.2 KM) SOUTHWEST OF THE COUNTY COURTHOUSE AT NAPA, AT THE
 JT1585'NORTHEAST CORNER OF THE INTERSECTION OF HIGHWAY 29 AND OLD SONOMA
 JT1585'ROAD, 146 FT (44.5 M) EAST OF CENTERLINE OF OLD SONOMA ROAD, 60 FT
 JT1585'(18.3 M) NORTH CENTERLINE OF HIGHWAY 29, APPROXIMATELY 700 FT
 JT1585'(213.4 M) WEST CENTERLINE OF CARNEROS CREEK, 73.5 FT (22.4 M) EAST OF
 JT1585'POWER POLE, 135 FT (41.1 M) WEST OF POWER POLE, APRROXIMATELY 2 FT
 JT1585'(0.6 M) SOUTH OF STATE RIGHT OF WAY FENCE, 0.4 FT (0.1 M) BELOW THE
 JT1585'TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND, WITH
 JT1585'THE WORD MONUMENT CAST IN COVER AND SET ON TOP OF A 5/8-INCH
 JT1585'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 60 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1788 ***********************************************************************
 JT1788  DESIGNATION -  41 A
 JT1788  PID         -  JT1788
 JT1788  STATE/COUNTY-  CA/NAPA
 JT1788  USGS QUAD   -  NAPA (1980)
 JT1788
 JT1788                         *CURRENT SURVEY CONTROL
 JT1788  ___________________________________________________________________
 JT1788* NAD 83(1986)-  38 17 16.     (N)    122 18 27.     (W)     SCALED    
 JT1788* NAVD 88     -        11.48   (+/-2cm)      37.7    (feet)  VERTCON   
 JT1788  ___________________________________________________________________
 JT1788  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1788  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1788
 JT1788.The horizontal coordinates were scaled from a topographic map and have
 JT1788.an estimated accuracy of +/- 6 seconds.
 JT1788
 JT1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1788.The vertical order pertains to the NGVD 29 superseded value.
 JT1788
 JT1788.The geoid height was determined by GEOID03.
 JT1788
 JT1788;                    North         East    Units  Estimated Accuracy
 JT1788;SPC CA 2     -   568,990.    1,973,100.      MT  (+/- 180 meters Scaled)
 JT1788
 JT1788                          SUPERSEDED SURVEY CONTROL
 JT1788
 JT1788  NGVD 29 (??/??/92)   10.712  (m)           35.14   (f) ADJ UNCH    1 1
 JT1788
 JT1788.Superseded values are not recommended for survey control.
 JT1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1788.See file dsdata.txt to determine how the superseded data were derived.
 JT1788
 JT1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH605379(NAD 83)
 JT1788_MARKER: DD = SURVEY DISK
 JT1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1788_SP_SET: CONCRETE POST
 JT1788_MARK LOGO: CA2330
 JT1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1788+STABILITY: SURFACE MOTION
 JT1788
 JT1788  HISTORY     - Date     Condition        Report By
 JT1788  HISTORY     - 1971     MONUMENTED       CA2330
 JT1788
 JT1788                          STATION DESCRIPTION
 JT1788
 JT1788'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1788'AT INTERSECTION OF OLD SONOMA ROAD AND FOSTER ROAD, A WELL TYPE
 JT1788'CONCRETE MONUMENT WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0746 ***********************************************************************
 HR0746  DESIGNATION -  41 B
 HR0746  PID         -  HR0746
 HR0746  STATE/COUNTY-  CA/MARIPOSA
 HR0746  USGS QUAD   -  WAWONA (1992)
 HR0746
 HR0746                         *CURRENT SURVEY CONTROL
 HR0746  ___________________________________________________________________
 HR0746* NAD 83(1986)-  37 32 39.     (N)    119 40 18.     (W)     SCALED    
 HR0746* NAVD 88     -      1197.91   (+/-2cm)    3930.1    (feet)  VERTCON   
 HR0746  ___________________________________________________________________
 HR0746  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 HR0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0746
 HR0746.The horizontal coordinates were scaled from a topographic map and have
 HR0746.an estimated accuracy of +/- 6 seconds.
 HR0746
 HR0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0746.The vertical order pertains to the NGVD 29 superseded value.
 HR0746
 HR0746.The geoid height was determined by GEOID03.
 HR0746
 HR0746;                    North         East    Units  Estimated Accuracy
 HR0746;SPC CA 3     -   616,210.    2,073,200.      MT  (+/- 180 meters Scaled)
 HR0746
 HR0746                          SUPERSEDED SURVEY CONTROL
 HR0746
 HR0746  NGVD 29 (??/??/92) 1196.885  (m)         3926.78   (f) ADJ UNCH    2 0
 HR0746
 HR0746.Superseded values are not recommended for survey control.
 HR0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0746.See file dsdata.txt to determine how the superseded data were derived.
 HR0746
 HR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB639585(NAD 83)
 HR0746_MARKER: DD = SURVEY DISK
 HR0746_SETTING: 80 = SET IN A BOULDER
 HR0746_SP_SET: BOULDER
 HR0746_STAMPING: 3926 41 B 1934
 HR0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0746+STABILITY: SURFACE MOTION
 HR0746
 HR0746  HISTORY     - Date     Condition        Report By
 HR0746  HISTORY     - 1934     MONUMENTED       USGS
 HR0746  HISTORY     - 1943     GOOD             NGS
 HR0746  HISTORY     - 20041022 GOOD             GEOCAC
 HR0746
 HR0746                          STATION DESCRIPTION
 HR0746
 HR0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0746'0.9 MI N FROM WAWONA.
 HR0746'0.9 MILE NORTH ALONG THE YOSEMITE VALLEY ROAD FROM THE POST
 HR0746'OFFICE AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0746'AT THE A.E. WOOD CAMP, 200 FEET NORTH OF THE SOUTH DRIVEWAY TO
 HR0746'THE CAMP, 120 FEET SOUTHEAST OF THE MAIN BUILDING, 45 FEET SOUTH
 HR0746'OF A 42-INCH LIVE OAK TREE, 35 FEET WEST OF THE CENTERLINE OF
 HR0746'THE ROAD, IN THE TOP OF A GRANITE BOULDER, AND NEAR A WHITE
 HR0746'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HR0746'DISK, STAMPED 3926 41 B 1934.
 HR0746
 HR0746                          STATION RECOVERY (2004)
 HR0746
 HR0746'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0746'HANDHELD GPS COORDINATES   37 32 37 (N)  119 40 20 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1790 ***********************************************************************
 JT1790  DESIGNATION -  41 B
 JT1790  PID         -  JT1790
 JT1790  STATE/COUNTY-  CA/NAPA
 JT1790  USGS QUAD   -  NAPA (1980)
 JT1790
 JT1790                         *CURRENT SURVEY CONTROL
 JT1790  ___________________________________________________________________
 JT1790* NAD 83(1986)-  38 17 17.     (N)    122 18 37.     (W)     SCALED    
 JT1790* NAVD 88     -        17.23   (+/-2cm)      56.5    (feet)  VERTCON   
 JT1790  ___________________________________________________________________
 JT1790  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1790  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1790
 JT1790.The horizontal coordinates were scaled from a topographic map and have
 JT1790.an estimated accuracy of +/- 6 seconds.
 JT1790
 JT1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1790.The vertical order pertains to the NGVD 29 superseded value.
 JT1790
 JT1790.The geoid height was determined by GEOID03.
 JT1790
 JT1790;                    North         East    Units  Estimated Accuracy
 JT1790;SPC CA 2     -   569,030.    1,972,850.      MT  (+/- 180 meters Scaled)
 JT1790
 JT1790                          SUPERSEDED SURVEY CONTROL
 JT1790
 JT1790  NGVD 29 (??/??/92)   16.457  (m)           53.99   (f) ADJ UNCH    1 1
 JT1790
 JT1790.Superseded values are not recommended for survey control.
 JT1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1790.See file dsdata.txt to determine how the superseded data were derived.
 JT1790
 JT1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603380(NAD 83)
 JT1790_MARKER: DD = SURVEY DISK
 JT1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1790_SP_SET: CONCRETE POST
 JT1790_MARK LOGO: CA2330
 JT1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1790+STABILITY: SURFACE MOTION
 JT1790
 JT1790  HISTORY     - Date     Condition        Report By
 JT1790  HISTORY     - 1971     MONUMENTED       CA2330
 JT1790
 JT1790                          STATION DESCRIPTION
 JT1790
 JT1790'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1790'AT INTERSECTION OF OLD SONOMA ROAD AND FOOTHILL, 10 FT (3.0 M) EAST OF
 JT1790'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2191 ***********************************************************************
 JS2191  DESIGNATION -  41 B
 JS2191  PID         -  JS2191
 JS2191  STATE/COUNTY-  CA/YOLO
 JS2191  USGS QUAD   -  KNIGHTS LANDING (1981)
 JS2191
 JS2191                         *CURRENT SURVEY CONTROL
 JS2191  ___________________________________________________________________
 JS2191* NAD 83(1986)-  38 48 08.     (N)    121 42 59.     (W)     SCALED    
 JS2191* NAVD 88     -        13.59   (+/-2cm)      44.6    (feet)  VERTCON   
 JS2191  ___________________________________________________________________
 JS2191  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JS2191  VERT ORDER  -  THIRD (See Below)
 JS2191
 JS2191.The horizontal coordinates were scaled from a topographic map and have
 JS2191.an estimated accuracy of +/- 6 seconds.
 JS2191
 JS2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2191.The vertical order pertains to the NGVD 29 superseded value.
 JS2191
 JS2191.The geoid height was determined by GEOID03.
 JS2191
 JS2191;                    North         East    Units  Estimated Accuracy
 JS2191;SPC CA 2     -   626,090.    2,024,640.      MT  (+/- 180 meters Scaled)
 JS2191
 JS2191                          SUPERSEDED SURVEY CONTROL
 JS2191
 JS2191  NGVD 29 (??/??/??)   12.84   (m)           42.1    (f) RESET       3  
 JS2191
 JS2191.Superseded values are not recommended for survey control.
 JS2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2191.See file dsdata.txt to determine how the superseded data were derived.
 JS2191
 JS2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH114956(NAD 83)
 JS2191_MARKER: DD = SURVEY DISK
 JS2191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS2191_SP_SET: BRIDGE
 JS2191_STAMPING: 41 B 1904
 JS2191_MARK LOGO: USGS  
 JS2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS2191
 JS2191  HISTORY     - Date     Condition        Report By
 JS2191  HISTORY     - 1904     MONUMENTED       USGS
 JS2191  HISTORY     - 1949     GOOD             NGS
 JS2191
 JS2191                          STATION DESCRIPTION
 JS2191
 JS2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS2191'0.1 MI N FROM KNIGHTS LANDING.
 JS2191'0.1 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 JS2191'STATION AT KNIGHTS LANDING, AT RAILROAD BRIDGE NO. 94.14 OVER
 JS2191'THE SACRAMENTO RIVER, IN THE TOP OF THE SOUTHWEST WING WALL, 7.5
 JS2191'FEET WEST OF THE WEST RAIL, AND ABOUT 0.5 FOOT LOWER THAN THE
 JS2191'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2018 ***********************************************************************
 JS2018  DESIGNATION -  41 B
 JS2018  PID         -  JS2018
 JS2018  STATE/COUNTY-  CA/SOLANO
 JS2018  USGS QUAD   -  DENVERTON (1980)
 JS2018
 JS2018                         *CURRENT SURVEY CONTROL
 JS2018  ___________________________________________________________________
 JS2018* NAD 83(1986)-  38 09 55.     (N)    121 53 22.     (W)     SCALED    
 JS2018* NAVD 88     -        13.48   (+/-2cm)      44.2    (feet)  VERTCON   
 JS2018  ___________________________________________________________________
 JS2018  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JS2018  VERT ORDER  -  THIRD (See Below)
 JS2018
 JS2018.The horizontal coordinates were scaled from a topographic map and have
 JS2018.an estimated accuracy of +/- 6 seconds.
 JS2018
 JS2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2018.The vertical order pertains to the NGVD 29 superseded value.
 JS2018
 JS2018.The geoid height was determined by GEOID03.
 JS2018
 JS2018;                    North         East    Units  Estimated Accuracy
 JS2018;SPC CA 2     -   555,360.    2,009,690.      MT  (+/- 180 meters Scaled)
 JS2018
 JS2018                          SUPERSEDED SURVEY CONTROL
 JS2018
 JS2018  NGVD 29 (??/??/??)   12.71   (m)           41.7    (f) RESET       3  
 JS2018
 JS2018.Superseded values are not recommended for survey control.
 JS2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2018.See file dsdata.txt to determine how the superseded data were derived.
 JS2018
 JS2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH972247(NAD 83)
 JS2018_MARKER: DD = SURVEY DISK
 JS2018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2018_STAMPING: 41 B F 1905 18
 JS2018_MARK LOGO: USGS  
 JS2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2018
 JS2018  HISTORY     - Date     Condition        Report By
 JS2018  HISTORY     - 1905     MONUMENTED       USGS
 JS2018  HISTORY     - 1963     GOOD             CGS
 JS2018  HISTORY     - 1964     GOOD             CGS
 JS2018
 JS2018                          STATION DESCRIPTION
 JS2018
 JS2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JS2018'3.6 MI NW FROM BIRDS LANDING.
 JS2018'0.2 MILE NORTHEAST ALONG COLLINSVILLE ROAD FROM THE MONTEZUMA
 JS2018'UNION ELEMENTARY SCHOOL AT BIRDS LANDING, THENCE 3.4 MILES
 JS2018'NORTHWEST ALONG SHILOH ROAD, 4.4 MILES SOUTH OF DENVERTON, 0.25
 JS2018'MILE SOUTH OF SHILOH CHURCH, 233.2 FEET SOUTH OF THE SOUTH END
 JS2018'OF A BOARD GATE, 81.0 FEET SOUTH OF A POWERLINE POLE, 34.0 FEET
 JS2018'WEST OF THE CENTERLINE OF THE ROAD, 3.1 FEET WEST OF A WIRE FENCE,
 JS2018'1.6 FEET SOUTH OF A WOODEN WITNESS POST, AND RIVETED TO THE TOP
 JS2018'OF A 3-1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JS2018
 JS2018                          STATION RECOVERY (1964)
 JS2018
 JS2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JS2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1793 ***********************************************************************
 JT1793  DESIGNATION -  41 B 1
 JT1793  PID         -  JT1793
 JT1793  STATE/COUNTY-  CA/NAPA
 JT1793  USGS QUAD   -  NAPA (1980)
 JT1793
 JT1793                         *CURRENT SURVEY CONTROL
 JT1793  ___________________________________________________________________
 JT1793* NAD 83(1986)-  38 17 16.     (N)    122 18 55.     (W)     SCALED    
 JT1793* NAVD 88     -        53.67   (+/-2cm)     176.1    (feet)  VERTCON   
 JT1793  ___________________________________________________________________
 JT1793  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1793  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1793
 JT1793.The horizontal coordinates were scaled from a topographic map and have
 JT1793.an estimated accuracy of +/- 6 seconds.
 JT1793
 JT1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1793.The vertical order pertains to the NGVD 29 superseded value.
 JT1793
 JT1793.The geoid height was determined by GEOID03.
 JT1793
 JT1793;                    North         East    Units  Estimated Accuracy
 JT1793;SPC CA 2     -   569,000.    1,972,420.      MT  (+/- 180 meters Scaled)
 JT1793
 JT1793                          SUPERSEDED SURVEY CONTROL
 JT1793
 JT1793  NGVD 29 (??/??/92)   52.898  (m)          173.55   (f) ADJ UNCH    1 1
 JT1793
 JT1793.Superseded values are not recommended for survey control.
 JT1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1793.See file dsdata.txt to determine how the superseded data were derived.
 JT1793
 JT1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH598379(NAD 83)
 JT1793_MARKER: DD = SURVEY DISK
 JT1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1793_SP_SET: CONCRETE POST
 JT1793_MARK LOGO: CA2330
 JT1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1793+STABILITY: SURFACE MOTION
 JT1793
 JT1793  HISTORY     - Date     Condition        Report By
 JT1793  HISTORY     - 1971     MONUMENTED       CA2330
 JT1793
 JT1793                          STATION DESCRIPTION
 JT1793
 JT1793'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1793'ALONG OLD SONOMA ROAD, 1500 FT (457.2 M) WEST OF LILIENTHAL AT DRAW,
 JT1793'NORTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2183 ***********************************************************************
 JS2183  DESIGNATION -  41 BS 1
 JS2183  PID         -  JS2183
 JS2183  STATE/COUNTY-  CA/YOLO
 JS2183  USGS QUAD   -  ELDORADO BEND (1973)
 JS2183
 JS2183                         *CURRENT SURVEY CONTROL
 JS2183  ___________________________________________________________________
 JS2183* NAD 83(1986)-  38 47 37.     (N)    121 48 10.     (W)     SCALED    
 JS2183* NAVD 88     -        13.46   (+/-2cm)      44.2    (feet)  VERTCON   
 JS2183  ___________________________________________________________________
 JS2183  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 JS2183  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS2183
 JS2183.The horizontal coordinates were scaled from a topographic map and have
 JS2183.an estimated accuracy of +/- 6 seconds.
 JS2183
 JS2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2183.The vertical order pertains to the NGVD 29 superseded value.
 JS2183
 JS2183.The geoid height was determined by GEOID03.
 JS2183
 JS2183;                    North         East    Units  Estimated Accuracy
 JS2183;SPC CA 2     -   625,120.    2,017,130.      MT  (+/- 180 meters Scaled)
 JS2183
 JS2183                          SUPERSEDED SURVEY CONTROL
 JS2183
 JS2183  NGVD 29 (??/??/92)   12.70   (m)           41.7    (f) COMPUTED    1 2
 JS2183
 JS2183.Superseded values are not recommended for survey control.
 JS2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2183.See file dsdata.txt to determine how the superseded data were derived.
 JS2183
 JS2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH039945(NAD 83)
 JS2183_MARKER: P = PIPE CAP
 JS2183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2183_STAMPING: 41 B 1904 S1
 JS2183_MARK LOGO: USGS  
 JS2183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2183
 JS2183  HISTORY     - Date     Condition        Report By
 JS2183  HISTORY     - 1904     MONUMENTED       USGS
 JS2183  HISTORY     - 1949     GOOD             NGS
 JS2183  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JS2183
 JS2183                          STATION DESCRIPTION
 JS2183
 JS2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS2183'4.3 MI E FROM ZAMORA.
 JS2183'4.3 MILES EAST ALONG COUNTY ROAD 13 FROM THE ZAMORA UNION SCHOOL,
 JS2183'AT THE INTERSECTION OF COUNTY ROAD 98, 4.5 MILES WEST OF KNIGHTS
 JS2183'LANDING, 40 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 13, 23
 JS2183'FEET EAST OF THE CENTER LINE OF COUNTY ROAD 98, 4.7 FEET SOUTHEAST
 JS2183'OF A FENCE CORNER, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 JS2183'WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 JS2183'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JS2183
 JS2183                          STATION RECOVERY (1987)
 JS2183
 JS2183'RECOVERY NOTE BY US POWER SQUADRON 1987 (CE)
 JS2183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2130 ***********************************************************************
 DX2130  DESIGNATION -  41 C
 DX2130  PID         -  DX2130
 DX2130  STATE/COUNTY-  CA/RIVERSIDE
 DX2130  USGS QUAD   -  STEELE PEAK (1978)
 DX2130
 DX2130                         *CURRENT SURVEY CONTROL
 DX2130  ___________________________________________________________________
 DX2130* NAD 83(1986)-  33 50 12.     (N)    117 16 39.     (W)     SCALED    
 DX2130* NAVD 88     -       517.306  (meters)    1697.19   (feet)  ADJUSTED  
 DX2130  ___________________________________________________________________
 DX2130  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DX2130  DYNAMIC HT  -         516.720 (meters)    1695.27  (feet)  COMP
 DX2130  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 DX2130
 DX2130  VERT ORDER  -  FIRST     CLASS II
 DX2130
 DX2130.The horizontal coordinates were scaled from a topographic map and have
 DX2130.an estimated accuracy of +/- 6 seconds.
 DX2130
 DX2130.The orthometric height was determined by differential leveling
 DX2130.and adjusted in January 1993.
 DX2130
 DX2130.The geoid height was determined by GEOID03.
 DX2130
 DX2130.The dynamic height is computed by dividing the NAVD 88
 DX2130.geopotential number by the normal gravity value computed on the
 DX2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2130.degrees latitude (g = 980.6199 gals.).
 DX2130
 DX2130.The modeled gravity was interpolated from observed gravity values.
 DX2130
 DX2130;                    North         East    Units  Estimated Accuracy
 DX2130;SPC CA 6     -   685,680.    1,904,900.      MT  (+/- 180 meters Scaled)
 DX2130
 DX2130                          SUPERSEDED SURVEY CONTROL
 DX2130
 DX2130  NGVD 29 (??/??/??)  516.538  (m)         1694.68   (f) ADJUSTED    1 2
 DX2130
 DX2130.Superseded values are not recommended for survey control.
 DX2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2130.See file dsdata.txt to determine how the superseded data were derived.
 DX2130
 DX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT743440(NAD 83)
 DX2130_MARKER: DB = BENCH MARK DISK
 DX2130_SETTING: 80 = SET IN A BOULDER
 DX2130_SP_SET: BOULDER
 DX2130_STAMPING: 41 C 1931
 DX2130_MARK LOGO: MWDSC 
 DX2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2130+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 DX2130
 DX2130  HISTORY     - Date     Condition        Report By
 DX2130  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2130  HISTORY     - 1958     GOOD             NGS
 DX2130  HISTORY     - 19920618 GOOD             MWDSC
 DX2130
 DX2130                          STATION DESCRIPTION
 DX2130
 DX2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2130'4.8 MI NW FROM PERRIS.
 DX2130'FROM STATE HIGHWAY 74 IN PERRIS, GO NORTH ON U.S. HIGHWAY 395 FOR
 DX2130'4.1 MILE TO CAJALCO ROAD.  TURN LEFT AND GO WEST ON CAJALCO ROAD
 DX2130'FOR 1.6 MILES TO MARK ON LEFT.  THE MARK IS ABOUT 500 FEET SOUTH OF
 DX2130'A ROCK COVERED MOUND, 0.1 MILE EAST OF THE INTERSECTION OF DAY ST.
 DX2130'AND CAJALCO ROAD, AND 135 FEET SOUTH OF CAJALCO ROAD.  THE MARK
 DX2130'IS SET IN A ROCK WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND.
 DX2130
 DX2130                          STATION RECOVERY (1992)
 DX2130
 DX2130'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2130'PERRIS, 1.7 MILES (2.7 KM) WEST ALONG CAJALCO RD FROM THE 215 FRWY,
 DX2130'400 FEET (121.9 M) EAST OF THE INTERSECTION OF CAJALCO RD AND DAY ST,
 DX2130'135 FEET (41.1 M) SOUTH OF CAJALCO RD. A STANDARD MWDSC 3-1/4 INCH
 DX2130'BRASS DISK SET IN A BOULDER WHICH PROJECTS ABOUT 4 ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0384 ***********************************************************************
 MW0384  DESIGNATION -  41 C
 MW0384  PID         -  MW0384
 MW0384  STATE/COUNTY-  CA/SISKIYOU
 MW0384  USGS QUAD   -  KINYON (1990)
 MW0384
 MW0384                         *CURRENT SURVEY CONTROL
 MW0384  ___________________________________________________________________
 MW0384* NAD 83(1986)-  41 19 31.     (N)    121 59 16.     (W)     SCALED    
 MW0384* NAVD 88     -      1193.123  (meters)    3914.44   (feet)  ADJUSTED  
 MW0384  ___________________________________________________________________
 MW0384  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 MW0384  DYNAMIC HT  -        1192.304 (meters)    3911.75  (feet)  COMP
 MW0384  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 MW0384
 MW0384  VERT ORDER  -  SECOND    CLASS 0
 MW0384
 MW0384.The horizontal coordinates were scaled from a topographic map and have
 MW0384.an estimated accuracy of +/- 6 seconds.
 MW0384
 MW0384.The orthometric height was determined by differential leveling
 MW0384.and adjusted in June 1991.
 MW0384
 MW0384.The geoid height was determined by GEOID03.
 MW0384
 MW0384.The dynamic height is computed by dividing the NAVD 88
 MW0384.geopotential number by the normal gravity value computed on the
 MW0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0384.degrees latitude (g = 980.6199 gals.).
 MW0384
 MW0384.The modeled gravity was interpolated from observed gravity values.
 MW0384
 MW0384;                    North         East    Units  Estimated Accuracy
 MW0384;SPC CA 1     -   721,180.    2,001,020.      MT  (+/- 180 meters Scaled)
 MW0384
 MW0384                          SUPERSEDED SURVEY CONTROL
 MW0384
 MW0384  NGVD 29 (??/??/??) 1191.996  (m)         3910.74   (f) ADJUSTED    2 0
 MW0384
 MW0384.Superseded values are not recommended for survey control.
 MW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0384.See file dsdata.txt to determine how the superseded data were derived.
 MW0384
 MW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL847753(NAD 83)
 MW0384_MARKER: DD = SURVEY DISK
 MW0384_SETTING: 80 = SET IN A BOULDER
 MW0384_STAMPING: 41 C 1931
 MW0384_MARK LOGO: USGS  
 MW0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0384+STABILITY: SURFACE MOTION
 MW0384
 MW0384  HISTORY     - Date     Condition        Report By
 MW0384  HISTORY     - 1931     MONUMENTED       USGS
 MW0384  HISTORY     - 1954     GOOD             CGS
 MW0384  HISTORY     - 19860325 GOOD             USPSQD
 MW0384
 MW0384                          STATION DESCRIPTION
 MW0384
 MW0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0384'1 MI E FROM PILGRIM CREEK EXP STA.
 MW0384'0.2 MILE EAST ALONG A TRACK ROAD FROM THE MAIN BUILDING OF THE
 MW0384'PILGRIM CREEK EXPERIMENTAL STATION, THENCE 0.8 MILE EAST ALONG
 MW0384'MILITARY ROAD, 175 YARDS SOUTHEAST OF THE NORTHWEST TIP OF THE
 MW0384'TRIANGLE FORMED BY THE JUNCTION OF A ROAD LEADING NORTHEAST TO
 MW0384'HARRIS SPRINGS, AT THE WEST EDGE OF A LONG LAVA KNOLL, IN THE
 MW0384'TOP OF THE APPROXIMATE CENTER OF A 4- BY 4-FOOT LAVA BOULDER,
 MW0384'231 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO
 MW0384'HARRIS SPRINGS, 136 FEET NORTHEAST OF THE CENTER LINE OF MILITARY
 MW0384'ROAD, 126 FEET NORTHEAST OF THE SOUTHWEST END OF THE LAVA KNOLL,
 MW0384'62 FEET SOUTHEAST OF THE NORTHEAST TIP OF THE TRIANGLE FORMED
 MW0384'BY THE OLD JUNCTION OF THE ROADS, AND ABOUT 10 FEET HIGHER THAN
 MW0384'THE ROAD.  NOTE-- THIS MARK IS 0.7 MILE NORTH OF B.M. G 499.
 MW0384
 MW0384                          STATION RECOVERY (1986)
 MW0384
 MW0384'RECOVERY NOTE BY US POWER SQUADRON 1986 (BAR)
 MW0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1794 ***********************************************************************
 JT1794  DESIGNATION -  41 C
 JT1794  PID         -  JT1794
 JT1794  STATE/COUNTY-  CA/NAPA
 JT1794  USGS QUAD   -  NAPA (1980)
 JT1794
 JT1794                         *CURRENT SURVEY CONTROL
 JT1794  ___________________________________________________________________
 JT1794* NAD 83(1986)-  38 17 10.     (N)    122 19 09.     (W)     SCALED    
 JT1794* NAVD 88     -        66.01   (+/-2cm)     216.6    (feet)  VERTCON   
 JT1794  ___________________________________________________________________
 JT1794  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1794  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1794
 JT1794.The horizontal coordinates were scaled from a topographic map and have
 JT1794.an estimated accuracy of +/- 6 seconds.
 JT1794
 JT1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1794.The vertical order pertains to the NGVD 29 superseded value.
 JT1794
 JT1794.The geoid height was determined by GEOID03.
 JT1794
 JT1794;                    North         East    Units  Estimated Accuracy
 JT1794;SPC CA 2     -   568,810.    1,972,080.      MT  (+/- 180 meters Scaled)
 JT1794
 JT1794                          SUPERSEDED SURVEY CONTROL
 JT1794
 JT1794  NGVD 29 (??/??/92)   65.231  (m)          214.01   (f) ADJ UNCH    1 1
 JT1794
 JT1794.Superseded values are not recommended for survey control.
 JT1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1794.See file dsdata.txt to determine how the superseded data were derived.
 JT1794
 JT1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595377(NAD 83)
 JT1794_MARKER: DD = SURVEY DISK
 JT1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1794_SP_SET: CONCRETE POST
 JT1794_MARK LOGO: CA2330
 JT1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1794+STABILITY: SURFACE MOTION
 JT1794
 JT1794  HISTORY     - Date     Condition        Report By
 JT1794  HISTORY     - 1971     MONUMENTED       CA2330
 JT1794
 JT1794                          STATION DESCRIPTION
 JT1794
 JT1794'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1794'ALONG OLD SONOMA ROAD, 500 FT (152.4 M) EAST OF NOTCH AT SEVEN CHIPS
 JT1794'RANCH DRIVEWAY, SOUTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1794'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2129 ***********************************************************************
 DX2129  DESIGNATION -  41 D
 DX2129  PID         -  DX2129
 DX2129  STATE/COUNTY-  CA/RIVERSIDE
 DX2129  USGS QUAD   -  STEELE PEAK (1978)
 DX2129
 DX2129                         *CURRENT SURVEY CONTROL
 DX2129  ___________________________________________________________________
 DX2129* NAD 83(1986)-  33 50 12.     (N)    117 17 40.     (W)     SCALED    
 DX2129* NAVD 88     -       500.661  (meters)    1642.59   (feet)  ADJUSTED  
 DX2129  ___________________________________________________________________
 DX2129  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DX2129  DYNAMIC HT  -         500.092 (meters)    1640.72  (feet)  COMP
 DX2129  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 DX2129
 DX2129  VERT ORDER  -  FIRST     CLASS II
 DX2129
 DX2129.The horizontal coordinates were scaled from a topographic map and have
 DX2129.an estimated accuracy of +/- 6 seconds.
 DX2129
 DX2129.The orthometric height was determined by differential leveling
 DX2129.and adjusted in January 1993.
 DX2129
 DX2129.The geoid height was determined by GEOID03.
 DX2129
 DX2129.The dynamic height is computed by dividing the NAVD 88
 DX2129.geopotential number by the normal gravity value computed on the
 DX2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2129.degrees latitude (g = 980.6199 gals.).
 DX2129
 DX2129.The modeled gravity was interpolated from observed gravity values.
 DX2129
 DX2129;                    North         East    Units  Estimated Accuracy
 DX2129;SPC CA 6     -   685,700.    1,903,330.      MT  (+/- 180 meters Scaled)
 DX2129
 DX2129                          SUPERSEDED SURVEY CONTROL
 DX2129
 DX2129  NGVD 29 (??/??/??)  499.898  (m)         1640.08   (f) ADJUSTED    1 2
 DX2129
 DX2129.Superseded values are not recommended for survey control.
 DX2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2129.See file dsdata.txt to determine how the superseded data were derived.
 DX2129
 DX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT727440(NAD 83)
 DX2129_MARKER: DB = BENCH MARK DISK
 DX2129_SETTING: 80 = SET IN A BOULDER
 DX2129_SP_SET: BOULDER
 DX2129_STAMPING: 41 D 1931
 DX2129_MARK LOGO: MWDSC 
 DX2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2129+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1992
 DX2129
 DX2129  HISTORY     - Date     Condition        Report By
 DX2129  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2129  HISTORY     - 1958     GOOD             NGS
 DX2129  HISTORY     - 19920618 GOOD             MWDSC
 DX2129
 DX2129                          STATION DESCRIPTION
 DX2129
 DX2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2129'5.5 MI NW FROM PERRIS.
 DX2129'FROM STATE HIGHWAY 74 IN PERRIS, GO NORTH ON U.S. HIGHWAY 395
 DX2129'FOR 4.1 MILES TO CAJALCO ROAD.  TURN LEFT AND GO WEST ON CAJALCO
 DX2129'ROAD FOR 2.5 MILES TO THE MARK ON THE LEFT.  THE MARK IS 0.1 MILE
 DX2129'EAST OF THE INTERSECTION OF BROWN ST. AND CAJALCO RD. AND 45 FEET
 DX2129'SOUTH OF THE CENTER LINE OF CAJALCO RD.  THE MARK IS IN THE NORTH
 DX2129'SIDE OF A GRANITE BOULDER ON THE NORTH SIDE OF A SMALL GROUP
 DX2129'OF ROCKS.
 DX2129
 DX2129                          STATION RECOVERY (1992)
 DX2129
 DX2129'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2129'PERRIS, 2.65 MILES (4.26 KM) WEST ALONG CAJALCO RD FROM THE 215 FRWY,
 DX2129'600 FEET (182.9 M) EAST OF THE INTERSECTION OF CAJALCO RD AND BROWN
 DX2129'ST, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF CAJALCO RD. A
 DX2129'STANDARD MWDSC 3-1/4 INCH BRASS DISK SET IN THE NORTHSIDE OF GRANITE
 DX2129'BOULDER ON THE NORTH SIDE OF A SMALL GROUP OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9090 ***********************************************************************
 JT9090  DESIGNATION -  41 D
 JT9090  PID         -  JT9090
 JT9090  STATE/COUNTY-  CA/NAPA
 JT9090  USGS QUAD   -  NAPA (1980)
 JT9090
 JT9090                         *CURRENT SURVEY CONTROL
 JT9090  ___________________________________________________________________
 JT9090* NAD 83(1986)-  38 17 12.     (N)    122 19 04.     (W)     SCALED    
 JT9090* NAVD 88     -        69.87   (+/-2cm)     229.2    (feet)  VERTCON   
 JT9090  ___________________________________________________________________
 JT9090  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9090  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9090
 JT9090.The horizontal coordinates were scaled from a topographic map and have
 JT9090.an estimated accuracy of +/- 6 seconds.
 JT9090
 JT9090.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9090.The vertical order pertains to the NGVD 29 superseded value.
 JT9090
 JT9090.The geoid height was determined by GEOID03.
 JT9090
 JT9090;                    North         East    Units  Estimated Accuracy
 JT9090;SPC CA 2     -   568,870.    1,972,200.      MT  (+/- 180 meters Scaled)
 JT9090
 JT9090                          SUPERSEDED SURVEY CONTROL
 JT9090
 JT9090  NGVD 29 (??/??/92)   69.090  (m)          226.67   (f) ADJ UNCH    1 1
 JT9090
 JT9090.Superseded values are not recommended for survey control.
 JT9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9090.See file dsdata.txt to determine how the superseded data were derived.
 JT9090
 JT9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596378(NAD 83)
 JT9090_MARKER: DD = SURVEY DISK
 JT9090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9090_SP_SET: CONCRETE POST
 JT9090_MARK LOGO: CA2330
 JT9090_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9090+STABILITY: SURFACE MOTION
 JT9090
 JT9090  HISTORY     - Date     Condition        Report By
 JT9090  HISTORY     - 1971     MONUMENTED       CA2330
 JT9090
 JT9090                          STATION DESCRIPTION
 JT9090
 JT9090'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9090'ALONG OLD SONOMA ROAD AT TOP OF NOTCH, 12 FT (3.7 M) NORTH OF
 JT9090'CENTERLINE A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3495 ***********************************************************************
 EV3495  DESIGNATION -  41 DOR
 EV3495  PID         -  EV3495
 EV3495  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3495  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3495
 EV3495                         *CURRENT SURVEY CONTROL
 EV3495  ___________________________________________________________________
 EV3495* NAD 83(1986)-  34 08 08.     (N)    116 15 53.     (W)     SCALED    
 EV3495* NAVD 88     -       770.503  (meters)    2527.89   (feet)  READJUSTED
 EV3495  ___________________________________________________________________
 EV3495  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EV3495  DYNAMIC HT  -         769.560 (meters)    2524.80  (feet)  COMP
 EV3495  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 EV3495
 EV3495  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3495
 EV3495.The horizontal coordinates were scaled from a topographic map and have
 EV3495.an estimated accuracy of +/- 6 seconds.
 EV3495
 EV3495.The orthometric height was determined by differential leveling
 EV3495.and adjusted in February 1993.
 EV3495.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3495.distribution rate of 0.0 thru 1.0 mm/km.
 EV3495.The height was derived from older observations constrained to new
 EV3495.heights in a crustal motion area.  The height is approximate in
 EV3495.relation to other heights in its vicinity.
 EV3495
 EV3495.The geoid height was determined by GEOID03.
 EV3495
 EV3495.The dynamic height is computed by dividing the NAVD 88
 EV3495.geopotential number by the normal gravity value computed on the
 EV3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3495.degrees latitude (g = 980.6199 gals.).
 EV3495
 EV3495.The modeled gravity was interpolated from observed gravity values.
 EV3495
 EV3495;                    North         East    Units  Estimated Accuracy
 EV3495;SPC CA 5     -   571,880.    2,160,050.      MT  (+/- 180 meters Scaled)
 EV3495
 EV3495                          SUPERSEDED SURVEY CONTROL
 EV3495
 EV3495  NGVD 29 (??/??/92)  769.716  (m)         2525.31   (f) ADJ UNCH    1 1
 EV3495
 EV3495.Superseded values are not recommended for survey control.
 EV3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3495.See file dsdata.txt to determine how the superseded data were derived.
 EV3495
 EV3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT677774(NAD 83)
 EV3495_MARKER: DD = SURVEY DISK
 EV3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3495_SP_SET: CONCRETE POST
 EV3495_STAMPING: 2525 41 DOR 1972
 EV3495_PROJECTION: PROJECTING 3 CENTIMETERS
 EV3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3495+STABILITY: SURFACE MOTION
 EV3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3495+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 EV3495
 EV3495  HISTORY     - Date     Condition        Report By
 EV3495  HISTORY     - 1972     MONUMENTED       USGS
 EV3495  HISTORY     - 1976     GOOD             NGS
 EV3495  HISTORY     - 1978     GOOD             NGS
 EV3495  HISTORY     - 19941011 GOOD             USPSQD
 EV3495  HISTORY     - 20020828 GOOD             INDIV
 EV3495
 EV3495                          STATION DESCRIPTION
 EV3495
 EV3495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3495'12.15 MI WEST FROM TWENTYNINE PALMS.
 EV3495'12.15 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH
 EV3495'ADOBE ROAD AT TWENTYNINE PALMS, AT THE INTERSECTION OF HIGHWAY 62 AND
 EV3495'HOLLINGER ROAD, 199 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 36.5
 EV3495'FT. WEST OF THE CENTER LINE OF THE ROAD, 10 FT. NORTH OF A POWER POLE
 EV3495'70799, NOTE BM IS DIRECTLY UNDER NORTH SOUTH POWER LINES NOTE BM MAY
 EV3495'ALSO BE REACHED BY GOING 10.85 MILE EAST ALONG STATE HIGHWAY 62 FROM
 EV3495'THE POST OFFICE AT YUCCA VALLEY.
 EV3495'THE MARK IS 1 FT  E FROM A WITNESS POST.
 EV3495'THE MARK IS ABOVE LEVEL WITH HIGHWAY AND ROAD.
 EV3495
 EV3495                          STATION RECOVERY (1978)
 EV3495
 EV3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3495'RECOVERED IN GOOD CONDITION.
 EV3495
 EV3495                          STATION RECOVERY (1994)
 EV3495
 EV3495'RECOVERY NOTE BY US POWER SQUADRON 1994
 EV3495'RECOVERED IN GOOD CONDITION.
 EV3495
 EV3495                          STATION RECOVERY (2002)
 EV3495
 EV3495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2128 ***********************************************************************
 DX2128  DESIGNATION -  41 E
 DX2128  PID         -  DX2128
 DX2128  STATE/COUNTY-  CA/RIVERSIDE
 DX2128  USGS QUAD   -  STEELE PEAK (1978)
 DX2128
 DX2128                         *CURRENT SURVEY CONTROL
 DX2128  ___________________________________________________________________
 DX2128* NAD 83(1992)-  33 50 13.55243(N)    117 18 33.43657(W)     NO CHECK  
 DX2128* NAVD 88     -       498.419  (meters)    1635.23   (feet)  ADJUSTED  
 DX2128  ___________________________________________________________________
 DX2128  EPOCH DATE  -        1991.35
 DX2128  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DX2128  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DX2128  DYNAMIC HT  -         497.851 (meters)    1633.37  (feet)  COMP
 DX2128  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 DX2128
 DX2128  HORZ ORDER  -  THIRD
 DX2128  VERT ORDER  -  FIRST     CLASS II
 DX2128
 DX2128.The horizontal coordinates were established by classical geodetic methods
 DX2128.and adjusted by the National Geodetic Survey in June 1996.
 DX2128.No horizontal observational check was made to the station.
 DX2128.The horizontal coordinates are valid at the epoch date displayed above.
 DX2128.The epoch date for horizontal control is a decimal equivalence
 DX2128.of Year/Month/Day.
 DX2128
 DX2128.The orthometric height was determined by differential leveling
 DX2128.and adjusted in January 1993.
 DX2128
 DX2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX2128
 DX2128.The geoid height was determined by GEOID03.
 DX2128
 DX2128.The dynamic height is computed by dividing the NAVD 88
 DX2128.geopotential number by the normal gravity value computed on the
 DX2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2128.degrees latitude (g = 980.6199 gals.).
 DX2128
 DX2128.The modeled gravity was interpolated from observed gravity values.
 DX2128
 DX2128;                    North         East     Units Scale Factor Converg.
 DX2128;SPC CA 6     -   685,757.536 1,901,953.910   MT  0.99999260   -0 34 55.6
 DX2128;SPC CA 6     - 2,249,856.18  6,239,993.79   sFT  0.99999260   -0 34 55.6
 DX2128;UTM  11      - 3,744,136.963   471,383.470   MT  0.99961009   -0 10 20.0
 DX2128
 DX2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX2128!SPC CA 6     -   0.99992691  x   0.99999260  =   0.99991951
 DX2128!UTM  11      -   0.99992691  x   0.99961009  =   0.99953703
 DX2128
 DX2128                          SUPERSEDED SURVEY CONTROL
 DX2128
 DX2128  NAD 83(1986)-  33 50 13.54947(N)    117 18 33.43821(W) AD(1984.00) 3
 DX2128  NAD 27      -  33 50 13.48800(N)    117 18 30.29200(W) AD(       ) 3
 DX2128  NGVD 29 (??/??/??)  497.658  (m)         1632.73   (f) ADJUSTED    1 2
 DX2128
 DX2128.Superseded values are not recommended for survey control.
 DX2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2128.See file dsdata.txt to determine how the superseded data were derived.
 DX2128
 DX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7138344137(NAD 83)
 DX2128_MARKER: DD = SURVEY DISK
 DX2128_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX2128_SP_SET: UNSPECIFIED ROCK
 DX2128_STAMPING: 41 E 1931
 DX2128_MARK LOGO: MWDSC 
 DX2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2128+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 DX2128
 DX2128  HISTORY     - Date     Condition        Report By
 DX2128  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2128  HISTORY     - 1958     GOOD             NGS
 DX2128  HISTORY     - 1960     GOOD             CGS
 DX2128  HISTORY     - 19920618 GOOD             MWDSC
 DX2128  HISTORY     - 19930604 GOOD             MWDSC
 DX2128
 DX2128                          STATION DESCRIPTION
 DX2128
 DX2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2128'6 MI NW FROM PERRIS.
 DX2128'FROM PERRIS GO NORTH ON U.S. HIGHWAY 395 TO CAJALCO ROAD, TURN
 DX2128'LEFT AND GO WEST ON CAJALCO ROAD TO THE INTERSECTION OF ALEXANDER
 DX2128'ST. AND CAJALCO ROAD, CONTINUE WEST ON CAJALCO ROAD FOR 0.2 MILE
 DX2128'TO THE MARK ON THE RIGHT.  THE MARK IS ABOUT 200 YARDS EAST OF A
 DX2128'SHARP TURN IN CAJALCO ROAD, 45 FEET NORTH OF THE CENTER LINE OF
 DX2128'CAJALCO ROAD AND ON TOP OF A SMALL RISE.  THE MARK IS SET IN ROCK.
 DX2128
 DX2128                          STATION RECOVERY (1960)
 DX2128
 DX2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 DX2128'MARK IS A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA BRONZE
 DX2128'DISK, STAMPED 41 E 1931, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 DX2128'BEDROCK 9 X 21 FEET EXPOSED AND PROJECTING 6 INCHES.  IT IS 110
 DX2128'FEET EAST OF THE TRACK ROAD CENTERLINE, 41 FEET NORTH OF THE
 DX2128'BLACKTOP ROAD CENTERLINE AND 32 FEET NORTHWEST OF A TELEPHONE
 DX2128'LINE POLE.
 DX2128
 DX2128                          STATION RECOVERY (1992)
 DX2128
 DX2128'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2128'PERRIS, 3.3 MILES (5.3 KM) WEST ALONG CAJALCO RD FROM THE 215 FRWY,
 DX2128'1300 FEET (396.2 M) WEST FROM THE INTERSECTION OF CAJALCO RD AND
 DX2128'ALEXANDER ST, 600 FEET (182.9 M) EAST OF SHARP CURVE IN CAJALCO RD,
 DX2128'45 FEET (13.7 M) NORTH OF THE CENTERLINE OF CAJALCO RD AND ON TOP OF
 DX2128'A SMALL RISE. A STANDARD MWDSC 3-1/4 INCH BRASS DISK SET IN A LARGE
 DX2128'ROCK.
 DX2128
 DX2128                          STATION RECOVERY (1993)
 DX2128
 DX2128'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1796 ***********************************************************************
 JT1796  DESIGNATION -  41 E
 JT1796  PID         -  JT1796
 JT1796  STATE/COUNTY-  CA/NAPA
 JT1796  USGS QUAD   -  NAPA (1980)
 JT1796
 JT1796                         *CURRENT SURVEY CONTROL
 JT1796  ___________________________________________________________________
 JT1796* NAD 83(1986)-  38 17 08.     (N)    122 19 15.     (W)     SCALED    
 JT1796* NAVD 88     -        56.89   (+/-2cm)     186.6    (feet)  VERTCON   
 JT1796  ___________________________________________________________________
 JT1796  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1796  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1796
 JT1796.The horizontal coordinates were scaled from a topographic map and have
 JT1796.an estimated accuracy of +/- 6 seconds.
 JT1796
 JT1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1796.The vertical order pertains to the NGVD 29 superseded value.
 JT1796
 JT1796.The geoid height was determined by GEOID03.
 JT1796
 JT1796;                    North         East    Units  Estimated Accuracy
 JT1796;SPC CA 2     -   568,750.    1,971,930.      MT  (+/- 180 meters Scaled)
 JT1796
 JT1796                          SUPERSEDED SURVEY CONTROL
 JT1796
 JT1796  NGVD 29 (??/??/92)   56.110  (m)          184.09   (f) ADJ UNCH    1 1
 JT1796
 JT1796.Superseded values are not recommended for survey control.
 JT1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1796.See file dsdata.txt to determine how the superseded data were derived.
 JT1796
 JT1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593377(NAD 83)
 JT1796_MARKER: DD = SURVEY DISK
 JT1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1796_SP_SET: CONCRETE POST
 JT1796_MARK LOGO: CA2330
 JT1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1796+STABILITY: SURFACE MOTION
 JT1796
 JT1796  HISTORY     - Date     Condition        Report By
 JT1796  HISTORY     - 1971     MONUMENTED       CA2330
 JT1796
 JT1796                          STATION DESCRIPTION
 JT1796
 JT1796'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1796'ALONG OLD SONOMA ROAD, 900 FT (274.3 M) EAST OF CONGRESS VALLEY AT
 JT1796'CORRAL, 12 FT (3.7 M) NORTH OF CENTERLINE, A WELL TYPE CONCRETE
 JT1796'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2127 ***********************************************************************
 DX2127  DESIGNATION -  41 F
 DX2127  PID         -  DX2127
 DX2127  STATE/COUNTY-  CA/RIVERSIDE
 DX2127  USGS QUAD   -  STEELE PEAK (1978)
 DX2127
 DX2127                         *CURRENT SURVEY CONTROL
 DX2127  ___________________________________________________________________
 DX2127* NAD 83(1986)-  33 50 11.     (N)    117 18 47.     (W)     SCALED    
 DX2127* NAVD 88     -       492.23   (+/-2cm)    1614.9    (feet)  VERTCON   
 DX2127  ___________________________________________________________________
 DX2127  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DX2127  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2127
 DX2127.The horizontal coordinates were scaled from a topographic map and have
 DX2127.an estimated accuracy of +/- 6 seconds.
 DX2127
 DX2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2127.The vertical order pertains to the NGVD 29 superseded value.
 DX2127
 DX2127.The geoid height was determined by GEOID03.
 DX2127
 DX2127;                    North         East    Units  Estimated Accuracy
 DX2127;SPC CA 6     -   685,680.    1,901,600.      MT  (+/- 180 meters Scaled)
 DX2127
 DX2127                          SUPERSEDED SURVEY CONTROL
 DX2127
 DX2127  NGVD 29 (??/??/??)  491.466  (m)         1612.42   (f) ADJUSTED    1 2
 DX2127
 DX2127.Superseded values are not recommended for survey control.
 DX2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2127.See file dsdata.txt to determine how the superseded data were derived.
 DX2127
 DX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT710440(NAD 83)
 DX2127_MARKER: DD = SURVEY DISK
 DX2127_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX2127_SP_SET: UNSPECIFIED ROCK
 DX2127_STAMPING: 41 F 1931
 DX2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2127
 DX2127  HISTORY     - Date     Condition        Report By
 DX2127  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2127  HISTORY     - 1958     GOOD             NGS
 DX2127
 DX2127                          STATION DESCRIPTION
 DX2127
 DX2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2127'6.5 MI NW FROM PERRIS.
 DX2127'FROM PERRIS GO NORTH ON U.S. HIGHWAY 395 TO CAJALCO ROAD, TURN
 DX2127'LEFT AND GO WEST ON CAJALCO ROAD TO THE INTERSECTION OF ALEXANDER
 DX2127'ST., THEN CONTINUE WEST ON CAJALCO ROAD FOR 0.5 MILE TO THE MARK
 DX2127'ON THE RIGHT.  THE MARK IS ON THE SOUTHWEST SLOPE OF A ROCKY
 DX2127'HILL, NEAR THE WEST END OF A CURVE AROUND THE ROCKY HILL, AND
 DX2127'IS 50 FEET NORTH OF THE CENTER LINE OF THE ROAD.  THE MARK IS
 DX2127'SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1797 ***********************************************************************
 JT1797  DESIGNATION -  41 F
 JT1797  PID         -  JT1797
 JT1797  STATE/COUNTY-  CA/NAPA
 JT1797  USGS QUAD   -  NAPA (1980)
 JT1797
 JT1797                         *CURRENT SURVEY CONTROL
 JT1797  ___________________________________________________________________
 JT1797* NAD 83(1986)-  38 17 04.     (N)    122 19 25.     (W)     SCALED    
 JT1797* NAVD 88     -        47.08   (+/-2cm)     154.5    (feet)  VERTCON   
 JT1797  ___________________________________________________________________
 JT1797  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1797  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1797
 JT1797.The horizontal coordinates were scaled from a topographic map and have
 JT1797.an estimated accuracy of +/- 6 seconds.
 JT1797
 JT1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1797.The vertical order pertains to the NGVD 29 superseded value.
 JT1797
 JT1797.The geoid height was determined by GEOID03.
 JT1797
 JT1797;                    North         East    Units  Estimated Accuracy
 JT1797;SPC CA 2     -   568,630.    1,971,690.      MT  (+/- 180 meters Scaled)
 JT1797
 JT1797                          SUPERSEDED SURVEY CONTROL
 JT1797
 JT1797  NGVD 29 (??/??/92)   46.299  (m)          151.90   (f) ADJ UNCH    1 1
 JT1797
 JT1797.Superseded values are not recommended for survey control.
 JT1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1797.See file dsdata.txt to determine how the superseded data were derived.
 JT1797
 JT1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH591375(NAD 83)
 JT1797_MARKER: DD = SURVEY DISK
 JT1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1797_SP_SET: CONCRETE POST
 JT1797_MARK LOGO: CA2330
 JT1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1797+STABILITY: SURFACE MOTION
 JT1797
 JT1797  HISTORY     - Date     Condition        Report By
 JT1797  HISTORY     - 1971     MONUMENTED       CA2330
 JT1797
 JT1797                          STATION DESCRIPTION
 JT1797
 JT1797'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1797'AT INTERSECTION OF OLD SONOMA ROAD AND CONGRESS VALLEY ROAD, 12 FT
 JT1797'(3.7 M) NORTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1797'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2126 ***********************************************************************
 DX2126  DESIGNATION -  41 G
 DX2126  PID         -  DX2126
 DX2126  STATE/COUNTY-  CA/RIVERSIDE
 DX2126  USGS QUAD   -  STEELE PEAK (1978)
 DX2126
 DX2126                         *CURRENT SURVEY CONTROL
 DX2126  ___________________________________________________________________
 DX2126* NAD 83(1986)-  33 50 13.     (N)    117 20 14.     (W)     SCALED    
 DX2126* NAVD 88     -       482.15   (+/-2cm)    1581.9    (feet)  VERTCON   
 DX2126  ___________________________________________________________________
 DX2126  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DX2126  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2126
 DX2126.The horizontal coordinates were scaled from a topographic map and have
 DX2126.an estimated accuracy of +/- 6 seconds.
 DX2126
 DX2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2126.The vertical order pertains to the NGVD 29 superseded value.
 DX2126
 DX2126.The geoid height was determined by GEOID03.
 DX2126
 DX2126;                    North         East    Units  Estimated Accuracy
 DX2126;SPC CA 6     -   685,770.    1,899,370.      MT  (+/- 180 meters Scaled)
 DX2126
 DX2126                          SUPERSEDED SURVEY CONTROL
 DX2126
 DX2126  NGVD 29 (??/??/??)  481.385  (m)         1579.34   (f) ADJUSTED    1 2
 DX2126
 DX2126.Superseded values are not recommended for survey control.
 DX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2126.See file dsdata.txt to determine how the superseded data were derived.
 DX2126
 DX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT687441(NAD 83)
 DX2126_MARKER: DD = SURVEY DISK
 DX2126_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX2126_SP_SET: UNSPECIFIED
 DX2126_STAMPING: 41 G 1931
 DX2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2126
 DX2126  HISTORY     - Date     Condition        Report By
 DX2126  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2126  HISTORY     - 1958     GOOD             NGS
 DX2126
 DX2126                          STATION DESCRIPTION
 DX2126
 DX2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2126'7.5 MI NW FROM PERRIS.
 DX2126'FROM PERRIS GO NORTH ON U.S. HIGHWAY 395 TO CAJALCO ROAD, TURN
 DX2126'LEFT AND GO WEST ON CAJALCO ROAD TO THE INTERSECTION OF WOOD DR.
 DX2126'THEN CONTINUE WEST ON CAJALCO ROAD FOR 0.3 MILE TO THE MARK 300
 DX2126'FEET TO THE NORTH.  THE MARK IS NEAR THE SOUTH END OF THE WEST
 DX2126'GROUP OF TWO SIMILAR GROUPS OF ROCKS 300 FEET NORTH OF CAJALCO
 DX2126'ROAD.  THE MARK IS SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9091 ***********************************************************************
 JT9091  DESIGNATION -  41 G
 JT9091  PID         -  JT9091
 JT9091  STATE/COUNTY-  CA/NAPA
 JT9091  USGS QUAD   -  NAPA (1980)
 JT9091
 JT9091                         *CURRENT SURVEY CONTROL
 JT9091  ___________________________________________________________________
 JT9091* NAD 83(1986)-  38 16 48.     (N)    122 19 34.     (W)     SCALED    
 JT9091* NAVD 88     -        38.55   (+/-2cm)     126.5    (feet)  VERTCON   
 JT9091  ___________________________________________________________________
 JT9091  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT9091  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9091
 JT9091.The horizontal coordinates were scaled from a topographic map and have
 JT9091.an estimated accuracy of +/- 6 seconds.
 JT9091
 JT9091.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9091.The vertical order pertains to the NGVD 29 superseded value.
 JT9091
 JT9091.The geoid height was determined by GEOID03.
 JT9091
 JT9091;                    North         East    Units  Estimated Accuracy
 JT9091;SPC CA 2     -   568,140.    1,971,470.      MT  (+/- 180 meters Scaled)
 JT9091
 JT9091                          SUPERSEDED SURVEY CONTROL
 JT9091
 JT9091  NGVD 29 (??/??/92)   37.774  (m)          123.93   (f) ADJ UNCH    2 2
 JT9091
 JT9091.Superseded values are not recommended for survey control.
 JT9091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9091.See file dsdata.txt to determine how the superseded data were derived.
 JT9091
 JT9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH589370(NAD 83)
 JT9091_MARKER: DD = SURVEY DISK
 JT9091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9091_SP_SET: CONCRETE POST
 JT9091_MARK LOGO: CA2330
 JT9091_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9091+STABILITY: SURFACE MOTION
 JT9091
 JT9091  HISTORY     - Date     Condition        Report By
 JT9091  HISTORY     - 1971     MONUMENTED       CA2330
 JT9091
 JT9091                          STATION DESCRIPTION
 JT9091
 JT9091'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9091'ALONG OLD SONOMA ROAD, SOUTH OF CONGRESS VALLEY ROAD AT NO. 4071, OFF
 JT9091'PAVING TO WEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2124 ***********************************************************************
 DX2124  DESIGNATION -  41 H
 DX2124  PID         -  DX2124
 DX2124  STATE/COUNTY-  CA/RIVERSIDE
 DX2124  USGS QUAD   -  STEELE PEAK (1978)
 DX2124
 DX2124                         *CURRENT SURVEY CONTROL
 DX2124  ___________________________________________________________________
 DX2124* NAD 83(1986)-  33 50 02.     (N)    117 21 36.     (W)     SCALED    
 DX2124* NAVD 88     -       456.457  (meters)    1497.56   (feet)  ADJUSTED  
 DX2124  ___________________________________________________________________
 DX2124  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DX2124  DYNAMIC HT  -         455.941 (meters)    1495.87  (feet)  COMP
 DX2124  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 DX2124
 DX2124  VERT ORDER  -  FIRST     CLASS II
 DX2124
 DX2124.The horizontal coordinates were scaled from a topographic map and have
 DX2124.an estimated accuracy of +/- 6 seconds.
 DX2124
 DX2124.The orthometric height was determined by differential leveling
 DX2124.and adjusted in January 1993.
 DX2124
 DX2124.The geoid height was determined by GEOID03.
 DX2124
 DX2124.The dynamic height is computed by dividing the NAVD 88
 DX2124.geopotential number by the normal gravity value computed on the
 DX2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2124.degrees latitude (g = 980.6199 gals.).
 DX2124
 DX2124.The modeled gravity was interpolated from observed gravity values.
 DX2124
 DX2124;                    North         East    Units  Estimated Accuracy
 DX2124;SPC CA 6     -   685,450.    1,897,260.      MT  (+/- 180 meters Scaled)
 DX2124
 DX2124                          SUPERSEDED SURVEY CONTROL
 DX2124
 DX2124  NGVD 29 (??/??/??)  455.705  (m)         1495.09   (f) ADJUSTED    1 2
 DX2124
 DX2124.Superseded values are not recommended for survey control.
 DX2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2124.See file dsdata.txt to determine how the superseded data were derived.
 DX2124
 DX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT666437(NAD 83)
 DX2124_MARKER: DB = BENCH MARK DISK
 DX2124_SETTING: 80 = SET IN A BOULDER
 DX2124_SP_SET: BOULDER
 DX2124_STAMPING: 41 H 1931
 DX2124_MARK LOGO: MWDSC 
 DX2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2124+STABILITY: SURFACE MOTION
 DX2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2124+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 DX2124
 DX2124  HISTORY     - Date     Condition        Report By
 DX2124  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2124  HISTORY     - 1958     GOOD             NGS
 DX2124  HISTORY     - 19920622 GOOD             MWDSC
 DX2124  HISTORY     - 19950224 GOOD             MWDSC
 DX2124
 DX2124                          STATION DESCRIPTION
 DX2124
 DX2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DX2124'8.2 MI NW FROM PERRIS.
 DX2124'FROM PERRIS GO NORTH ON U.S. HIGHWAY 395 TO CAJALCO ROAD, TURN
 DX2124'LEFT AND GO WEST ON CAJALCO ROAD TO THE INTERSECTION OF MOCKINGBIRD
 DX2124'ROAD.  THEN CONTINUE WEST ON CAJALCO ROAD FOR 0.3 MILE TO THE
 DX2124'MARK ON THE LEFT.  THE MARK IS IN A FLAT ROCK WHICH PROJECTS
 DX2124'18 INCHES ABOVE THE GROUND AND IS AT THE NORTHEAST EDGE OF A
 DX2124'GROUP OF LARGE ROCKS.  IT IS 30 FEET SOUTH OF THE CENTER LINE
 DX2124'OF CAJALCO ROAD.
 DX2124
 DX2124                          STATION RECOVERY (1992)
 DX2124
 DX2124'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2124'WOODCREST, 0.4 MILES (0.6 KM) EAST ALONG CAJALCO RD FROM THE
 DX2124'INTERSCTION WITH EL SBORANTE RD, 350 FEET (106.7 M) EAST OF GAVILAN
 DX2124'RD, 30 FEET (9.1 M) SOUTH OF CENTERLINE OF CAJALCO RD, AT THE NORTH
 DX2124'END OF A LARGE GROUP OF ROCKS. A STAMDARD MWDSC BRASS DISK SET IN
 DX2124'LARGE BOULDER.
 DX2124
 DX2124                          STATION RECOVERY (1995)
 DX2124
 DX2124'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX2124'RECOVERED AS DESCRIBED.REF MWD FB 2513 02 57
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9092 ***********************************************************************
 JT9092  DESIGNATION -  41 H
 JT9092  PID         -  JT9092
 JT9092  STATE/COUNTY-  CA/NAPA
 JT9092  USGS QUAD   -  NAPA (1980)
 JT9092
 JT9092                         *CURRENT SURVEY CONTROL
 JT9092  ___________________________________________________________________
 JT9092* NAD 83(1986)-  38 16 42.     (N)    122 19 28.     (W)     SCALED    
 JT9092* NAVD 88     -        37.59   (+/-2cm)     123.3    (feet)  VERTCON   
 JT9092  ___________________________________________________________________
 JT9092  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT9092  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9092
 JT9092.The horizontal coordinates were scaled from a topographic map and have
 JT9092.an estimated accuracy of +/- 6 seconds.
 JT9092
 JT9092.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9092.The vertical order pertains to the NGVD 29 superseded value.
 JT9092
 JT9092.The geoid height was determined by GEOID03.
 JT9092
 JT9092;                    North         East    Units  Estimated Accuracy
 JT9092;SPC CA 2     -   567,950.    1,971,610.      MT  (+/- 180 meters Scaled)
 JT9092
 JT9092                          SUPERSEDED SURVEY CONTROL
 JT9092
 JT9092  NGVD 29 (??/??/92)   36.820  (m)          120.80   (f) ADJ UNCH    2 2
 JT9092
 JT9092.Superseded values are not recommended for survey control.
 JT9092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9092.See file dsdata.txt to determine how the superseded data were derived.
 JT9092
 JT9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590369(NAD 83)
 JT9092_MARKER: DD = SURVEY DISK
 JT9092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9092_SP_SET: CONCRETE POST
 JT9092_MARK LOGO: CA2330
 JT9092_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9092+STABILITY: SURFACE MOTION
 JT9092
 JT9092  HISTORY     - Date     Condition        Report By
 JT9092  HISTORY     - 1971     MONUMENTED       CA2330
 JT9092
 JT9092                          STATION DESCRIPTION
 JT9092
 JT9092'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9092'ALONG OLD SONOMA ROAD, 2300 FT (701.0 M) SOUTH OF CONGRESS VALLEY ROAD
 JT9092'AT DRIVEWAY, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT9092'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1054 ***********************************************************************
 KT1054  DESIGNATION -  41 HJH USGS
 KT1054  PID         -  KT1054
 KT1054  STATE/COUNTY-  CA/MENDOCINO
 KT1054  USGS QUAD   -  JAMISON RIDGE (1994)
 KT1054
 KT1054                         *CURRENT SURVEY CONTROL
 KT1054  ___________________________________________________________________
 KT1054* NAD 83(1986)-  39 38 41.     (N)    123 07 40.     (W)     SCALED    
 KT1054* NAVD 88     -       462.36   (+/-2cm)    1516.9    (feet)  VERTCON   
 KT1054  ___________________________________________________________________
 KT1054  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 KT1054  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1054
 KT1054.The horizontal coordinates were scaled from a topographic map and have
 KT1054.an estimated accuracy of +/- 6 seconds.
 KT1054
 KT1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1054.The vertical order pertains to the NGVD 29 superseded value.
 KT1054
 KT1054.The geoid height was determined by GEOID03.
 KT1054
 KT1054;                    North         East    Units  Estimated Accuracy
 KT1054;SPC CA 2     -   720,180.    1,903,200.      MT  (+/- 180 meters Scaled)
 KT1054
 KT1054                          SUPERSEDED SURVEY CONTROL
 KT1054
 KT1054  NGVD 29 (??/??/92)  461.422  (m)         1513.85   (f) ADJ UNCH    1 2
 KT1054
 KT1054.Superseded values are not recommended for survey control.
 KT1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1054.See file dsdata.txt to determine how the superseded data were derived.
 KT1054
 KT1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ890883(NAD 83)
 KT1054_MARKER: DD = SURVEY DISK
 KT1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1054_STAMPING: 41 HJH 1514 1951
 KT1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1054+STABILITY: SURFACE MOTION
 KT1054
 KT1054  HISTORY     - Date     Condition        Report By
 KT1054  HISTORY     - 1951     MONUMENTED       USGS
 KT1054  HISTORY     - 1965     GOOD             NGS
 KT1054
 KT1054                          STATION DESCRIPTION
 KT1054
 KT1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1054'4.2 MI E FROM EDEN VALLEY RANCH.
 KT1054'4.25 MILES EAST ALONG A TRACK ROAD FROM THE EDEN VALLEY RANCH,
 KT1054'0.6 MILE WEST OF ELK RIVER, 0.05 MILE EAST OF A ROAD JUNCTION,
 KT1054'ON A SMALL KNOLL, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT1054'ROAD, 29 FEET SOUTHWEST OF A FORKED SCRUB OAK TREE, 2.2 FEET
 KT1054'NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 KT1054'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2123 ***********************************************************************
 DX2123  DESIGNATION -  41 J
 DX2123  PID         -  DX2123
 DX2123  STATE/COUNTY-  CA/RIVERSIDE
 DX2123  USGS QUAD   -  STEELE PEAK (1978)
 DX2123
 DX2123                         *CURRENT SURVEY CONTROL
 DX2123  ___________________________________________________________________
 DX2123* NAD 83(1986)-  33 50 04.     (N)    117 22 10.     (W)     SCALED    
 DX2123* NAVD 88     -       444.20   (+/-2cm)    1457.3    (feet)  VERTCON   
 DX2123  ___________________________________________________________________
 DX2123  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DX2123  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2123
 DX2123.The horizontal coordinates were scaled from a topographic map and have
 DX2123.an estimated accuracy of +/- 6 seconds.
 DX2123
 DX2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2123.The vertical order pertains to the NGVD 29 superseded value.
 DX2123
 DX2123.The geoid height was determined by GEOID03.
 DX2123
 DX2123;                    North         East    Units  Estimated Accuracy
 DX2123;SPC CA 6     -   685,520.    1,896,380.      MT  (+/- 180 meters Scaled)
 DX2123
 DX2123                          SUPERSEDED SURVEY CONTROL
 DX2123
 DX2123  NGVD 29 (??/??/??)  443.424  (m)         1454.80   (f) ADJUSTED    1 2
 DX2123
 DX2123.Superseded values are not recommended for survey control.
 DX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2123.See file dsdata.txt to determine how the superseded data were derived.
 DX2123
 DX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT658438(NAD 83)
 DX2123_MARKER: DD = SURVEY DISK
 DX2123_SETTING: 80 = SET IN A BOULDER
 DX2123_SP_SET: BOULDER
 DX2123_STAMPING: 41 J 1931
 DX2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2123+STABILITY: SURFACE MOTION
 DX2123
 DX2123  HISTORY     - Date     Condition        Report By
 DX2123  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2123  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX2123
 DX2123                          STATION DESCRIPTION
 DX2123
 DX2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX2123'9 MI NW FROM PERRIS.
 DX2123'ABOUT 9 MILES WEST NORTHWEST OF PERRIS, 3/4 MILE WEST ALONG THE
 DX2123'CAJALCO AND CAROB DISTRICT ROAD FROM THE JUNCTION OF THE
 DX2123'MOCKINGBIRD CANYON ROAD (THIS JUNCTION IS WITH THE OLD DIRT
 DX2123'MOCKINGBIRD CANYON ROAD AND IS ABOUT 0.1 MILE SOUTH OF THE
 DX2123'DISTRICT FIRE RANGER STATION), ON A ROCK COVERED HILL ABOUT 150
 DX2123'FEET SOUTH OF THE ROAD, IN A LARGE ROCK SURROUNDED BY SMALL ONES
 DX2123'AND MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9093 ***********************************************************************
 JT9093  DESIGNATION -  41 J
 JT9093  PID         -  JT9093
 JT9093  STATE/COUNTY-  CA/NAPA
 JT9093  USGS QUAD   -  NAPA (1980)
 JT9093
 JT9093                         *CURRENT SURVEY CONTROL
 JT9093  ___________________________________________________________________
 JT9093* NAD 83(1986)-  38 16 30.     (N)    122 19 34.     (W)     SCALED    
 JT9093* NAVD 88     -        52.69   (+/-2cm)     172.9    (feet)  VERTCON   
 JT9093  ___________________________________________________________________
 JT9093  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT9093  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9093
 JT9093.The horizontal coordinates were scaled from a topographic map and have
 JT9093.an estimated accuracy of +/- 6 seconds.
 JT9093
 JT9093.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9093.The vertical order pertains to the NGVD 29 superseded value.
 JT9093
 JT9093.The geoid height was determined by GEOID03.
 JT9093
 JT9093;                    North         East    Units  Estimated Accuracy
 JT9093;SPC CA 2     -   567,580.    1,971,460.      MT  (+/- 180 meters Scaled)
 JT9093
 JT9093                          SUPERSEDED SURVEY CONTROL
 JT9093
 JT9093  NGVD 29 (??/??/92)   51.913  (m)          170.32   (f) ADJ UNCH    2 2
 JT9093
 JT9093.Superseded values are not recommended for survey control.
 JT9093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9093.See file dsdata.txt to determine how the superseded data were derived.
 JT9093
 JT9093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH589365(NAD 83)
 JT9093_MARKER: DD = SURVEY DISK
 JT9093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9093_SP_SET: CONCRETE POST
 JT9093_MARK LOGO: CA2330
 JT9093_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9093+STABILITY: SURFACE MOTION
 JT9093
 JT9093  HISTORY     - Date     Condition        Report By
 JT9093  HISTORY     - 1971     MONUMENTED       CA2330
 JT9093
 JT9093                          STATION DESCRIPTION
 JT9093
 JT9093'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9093'ALONG OLD SONOMA ROAD, 2400 FT (731.5 M) NORTH OF BUHMAN AT BEND, EAST
 JT9093'SHOULDER 23 FT (7.0 M) WEST OF FENCE, A WELL TYPE CONCRETE MONUMENT
 JT9093'WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9094 ***********************************************************************
 JT9094  DESIGNATION -  41 K
 JT9094  PID         -  JT9094
 JT9094  STATE/COUNTY-  CA/NAPA
 JT9094  USGS QUAD   -  NAPA (1980)
 JT9094
 JT9094                         *CURRENT SURVEY CONTROL
 JT9094  ___________________________________________________________________
 JT9094* NAD 83(1986)-  38 16 24.     (N)    122 19 40.     (W)     SCALED    
 JT9094* NAVD 88     -        51.39   (+/-2cm)     168.6    (feet)  VERTCON   
 JT9094  ___________________________________________________________________
 JT9094  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT9094  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9094
 JT9094.The horizontal coordinates were scaled from a topographic map and have
 JT9094.an estimated accuracy of +/- 6 seconds.
 JT9094
 JT9094.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9094.The vertical order pertains to the NGVD 29 superseded value.
 JT9094
 JT9094.The geoid height was determined by GEOID03.
 JT9094
 JT9094;                    North         East    Units  Estimated Accuracy
 JT9094;SPC CA 2     -   567,400.    1,971,320.      MT  (+/- 180 meters Scaled)
 JT9094
 JT9094                          SUPERSEDED SURVEY CONTROL
 JT9094
 JT9094  NGVD 29 (??/??/92)   50.614  (m)          166.06   (f) ADJ UNCH    2 2
 JT9094
 JT9094.Superseded values are not recommended for survey control.
 JT9094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9094.See file dsdata.txt to determine how the superseded data were derived.
 JT9094
 JT9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588363(NAD 83)
 JT9094_MARKER: DD = SURVEY DISK
 JT9094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9094_SP_SET: CONCRETE POST
 JT9094_MARK LOGO: CA2330
 JT9094_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9094+STABILITY: SURFACE MOTION
 JT9094
 JT9094  HISTORY     - Date     Condition        Report By
 JT9094  HISTORY     - 1971     MONUMENTED       CA2330
 JT9094
 JT9094                          STATION DESCRIPTION
 JT9094
 JT9094'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9094'OLD SONOMA ROAD, NORTH OF BUHMAN AT NO. 4254, WEST OF EP, A WELL TYPE
 JT9094'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0446 ***********************************************************************
 FT0446  DESIGNATION -  41 KSM
 FT0446  PID         -  FT0446
 FT0446  STATE/COUNTY-  CA/KERN
 FT0446  USGS QUAD   -  WHITE HILLS (1983)
 FT0446
 FT0446                         *CURRENT SURVEY CONTROL
 FT0446  ___________________________________________________________________
 FT0446* NAD 83(1986)-  35 45 32.     (N)    117 41 06.     (W)     SCALED    
 FT0446* NAVD 88     -       666.348  (meters)    2186.18   (feet)  ADJUSTED  
 FT0446  ___________________________________________________________________
 FT0446  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FT0446  DYNAMIC HT  -         665.633 (meters)    2183.83  (feet)  COMP
 FT0446  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 FT0446
 FT0446  VERT ORDER  -  FIRST     CLASS II
 FT0446
 FT0446.The horizontal coordinates were scaled from a topographic map and have
 FT0446.an estimated accuracy of +/- 6 seconds.
 FT0446
 FT0446.The orthometric height was determined by differential leveling
 FT0446.and adjusted in June 1991.
 FT0446
 FT0446.The geoid height was determined by GEOID03.
 FT0446
 FT0446.The dynamic height is computed by dividing the NAVD 88
 FT0446.geopotential number by the normal gravity value computed on the
 FT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0446.degrees latitude (g = 980.6199 gals.).
 FT0446
 FT0446.The modeled gravity was interpolated from observed gravity values.
 FT0446
 FT0446;                    North         East    Units  Estimated Accuracy
 FT0446;SPC CA 5     -   750,630.    2,028,490.      MT  (+/- 180 meters Scaled)
 FT0446
 FT0446                          SUPERSEDED SURVEY CONTROL
 FT0446
 FT0446  NGVD 29 (??/??/??)  665.64   (m)         2183.9    (f) RESET       3  
 FT0446
 FT0446.Superseded values are not recommended for survey control.
 FT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0446.See file dsdata.txt to determine how the superseded data were derived.
 FT0446
 FT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV380574(NAD 83)
 FT0446_MARKER: DD = SURVEY DISK
 FT0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0446_STAMPING: 2184 41 KSM 1946
 FT0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0446+STABILITY: SURFACE MOTION
 FT0446
 FT0446  HISTORY     - Date     Condition        Report By
 FT0446  HISTORY     - 1946     MONUMENTED       USGS
 FT0446  HISTORY     - 1950     GOOD             NGS
 FT0446
 FT0446                          STATION DESCRIPTION
 FT0446
 FT0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0446'AT NOTS.
 FT0446'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 30
 FT0446'FEET SOUTHWEST OF THE STEEL SPOTTING TOWER NO. 8 ON THE G-1
 FT0446'SPOTTING TOWER ROAD.  THE STATION IS SET IN THE SOUTHWEST GUY
 FT0446'CABLE ANCHOR NEAR THE CENTER OF A 3 FOOT SQUARE CONCRETE BLOCK
 FT0446'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS A U.S. GEOLOGICAL
 FT0446'SURVEY DISK SET IN A DRILL HOLE AND STAMPED 2184 41 K.S.M.
 FT0446'1946.  TO REACH GO NORTH ON THE G-1 SPOTTING TOWER ROAD TO THE
 FT0446'STEEL SPOTTING TOWER NO. 8 AND THE STATION AS DESCRIBED.  FOR
 FT0446'INFORMATION TO REACH FROM THE NAVAL ORDNANCE TEST STATION
 FT0446'HEADQUARTERS, CONTACT THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2634 ***********************************************************************
 HR2634  DESIGNATION -  41 KSM
 HR2634  PID         -  HR2634
 HR2634  STATE/COUNTY-  CA/FRESNO
 HR2634  USGS QUAD   -  FLORENCE LAKE (1994)
 HR2634
 HR2634                         *CURRENT SURVEY CONTROL
 HR2634  ___________________________________________________________________
 HR2634* NAD 83(1992)-  37 17 33.68606(N)    118 58 50.72552(W)     ADJUSTED  
 HR2634* NAVD 88     -      2288.65   (+/-2cm)    7508.7    (feet)  VERTCON   
 HR2634  ___________________________________________________________________
 HR2634  EPOCH DATE  -        1991.35
 HR2634  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 HR2634  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HR2634  HORZ ORDER  -  THIRD
 HR2634  VERT ORDER  -  THIRD ? (See Below)
 HR2634
 HR2634.The horizontal coordinates were established by classical geodetic methods
 HR2634.and adjusted by the National Geodetic Survey in March 1994.
 HR2634.The horizontal coordinates are valid at the epoch date displayed above.
 HR2634.The epoch date for horizontal control is a decimal equivalence
 HR2634.of Year/Month/Day.
 HR2634
 HR2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2634.The vertical order pertains to the NGVD 29 superseded value.
 HR2634
 HR2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2634
 HR2634.The geoid height was determined by GEOID03.
 HR2634
 HR2634;                    North         East     Units Scale Factor Converg.
 HR2634;SPC CA 4     -   717,420.795 2,001,706.270   MT  1.00000839   +0 00 41.3
 HR2634;SPC CA 4     - 2,353,738.06  6,567,264.65   sFT  1.00000839   +0 00 41.3
 HR2634;UTM  11      - 4,129,181.466   324,428.469   MT  0.99997973   -1 12 01.5
 HR2634
 HR2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2634!SPC CA 4     -   0.99964486  x   1.00000839  =   0.99965325
 HR2634!UTM  11      -   0.99964486  x   0.99997973  =   0.99962460
 HR2634
 HR2634|---------------------------------------------------------------------|
 HR2634| PID    Reference Object                     Distance      Geod. Az  |
 HR2634|                                                           dddmmss.s |
 HR2634| DA8718 41 KSM RM 1                           8.733 METERS 10121     |
 HR2634| DA8719 41 KSM RM 2                           6.859 METERS 20827     |
 HR2634| HR2635 MONO SCEC                           APPROX. 5.7 KM 3483503.2 |
 HR2634|---------------------------------------------------------------------|
 HR2634
 HR2634                          SUPERSEDED SURVEY CONTROL
 HR2634
 HR2634  NAD 83(1986)-  37 17 33.69472(N)    118 58 50.71505(W) AD(1984.00) 3
 HR2634  NAD 27      -  37 17 33.89032(N)    118 58 47.30720(W) AD(       ) 3
 HR2634  NGVD 29 (07/19/86) 2287.14   (m)         7503.7    (f) LEVELING    3  
 HR2634
 HR2634.Superseded values are not recommended for survey control.
 HR2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2634.See file dsdata.txt to determine how the superseded data were derived.
 HR2634
 HR2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB2442829181(NAD 83)
 HR2634_MARKER: Z = SEE DESCRIPTION
 HR2634_SETTING: 0 = UNSPECIFIED SETTING
 HR2634
 HR2634  HISTORY     - Date     Condition        Report By
 HR2634  HISTORY     - 1968     MONUMENTED       CGS
 HR2634
 HR2634                          STATION DESCRIPTION
 HR2634
 HR2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HR2634'STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF THE HIGH SIERRA RANGER
 HR2634'STATION AND 1 MILE NORTH OF THE NORTH END OF FLORENCE LAKE.
 HR2634'
 HR2634'TO REACH THE STATION FROM THE HIGH SIERRA RANGER STATION, GO
 HR2634'EASTERLY ON THE MAIN TRAVELED ROAD FOR 1.0 MILE TO A FORK AND A
 HR2634'SIGN READING MONO HOT SPRINGS 2 - FLORENCE LAKE 6, KEEP THE RIGHT
 HR2634'FORK AND CONTINUE FOLLOWING THE MAIN TRAVELED ROAD EASTERLY AND
 HR2634'THEN SOUTHEASTERLY FOR 4.5 MILES TO A LARGE SLOPING FLAT ROCK ON
 HR2634'THE RIGHT AND THE BENCH MARK.
 HR2634'
 HR2634'STATION MARK, A U.S. GEOLOGICAL BENCH MARK STAMPED 7503 41 KSM
 HR2634'1947 SET IN A DRILL HOLE IN A LARGE FLAT ROCK WHICH PROJECTS ABOUT
 HR2634'3 FEET ABOVE THE SURFACE OF THE ROAD.  IT IS 9.5 FEET SOUTH OF THE
 HR2634'CENTER OF THE ROAD.
 HR2634'
 HR2634'REFERENCE MARK 1, A STANDARD DISK STAMPED BM 41 KSM NO 1 1968,
 HR2634'SET IN A DRILL HOLE IN A LARGE FLAT ROCK WHICH PROJECTS ABOUT 6
 HR2634'FEET ABOVE THE SURFACE OF THE ROAD AND IS ABOUT 4 FEET HIGHER THAN
 HR2634'THE STATION.  IT IS 25 FEET SOUTH OF THE CENTER OF ROAD.
 HR2634'
 HR2634'REFERENCE MARK 2, A STANDARD DISK STAMPED BM 41 KSM NO 2 1968,
 HR2634'SET IN A DRILL HOLE IN A LARGE FLAT ROCK WHICH PROJECTS ABOUT 4
 HR2634'FEET ABOVE THE SURFACE OF THE ROAD AND IS ABOUT 2 FEET HIGHER
 HR2634'THAN THE STATION.  IT IS 25 FEET SOUTH OF THE CENTER OF ROAD.
 HR2634'
 HR2634'NO MEASUREMENT WAS MADE BETWEEN R.M.S DUE TO CREST OF ROCK ON
 HR2634'LINE.
 HR2634'
 HR2634'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1642 ***********************************************************************
 JT1642  DESIGNATION -  41 L
 JT1642  PID         -  JT1642
 JT1642  STATE/COUNTY-  CA/NAPA
 JT1642  USGS QUAD   -  NAPA (1980)
 JT1642
 JT1642                         *CURRENT SURVEY CONTROL
 JT1642  ___________________________________________________________________
 JT1642* NAD 83(1986)-  38 16 12.     (N)    122 19 51.     (W)     SCALED    
 JT1642* NAVD 88     -        35.09   (+/-2cm)     115.1    (feet)  VERTCON   
 JT1642  ___________________________________________________________________
 JT1642  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JT1642  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1642
 JT1642.The horizontal coordinates were scaled from a topographic map and have
 JT1642.an estimated accuracy of +/- 6 seconds.
 JT1642
 JT1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1642.The vertical order pertains to the NGVD 29 superseded value.
 JT1642
 JT1642.The geoid height was determined by GEOID03.
 JT1642
 JT1642;                    North         East    Units  Estimated Accuracy
 JT1642;SPC CA 2     -   567,030.    1,971,050.      MT  (+/- 180 meters Scaled)
 JT1642
 JT1642                          SUPERSEDED SURVEY CONTROL
 JT1642
 JT1642  NGVD 29 (??/??/92)   34.316  (m)          112.59   (f) ADJ UNCH    1 1
 JT1642
 JT1642.Superseded values are not recommended for survey control.
 JT1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1642.See file dsdata.txt to determine how the superseded data were derived.
 JT1642
 JT1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH585359(NAD 83)
 JT1642_MARKER: DD = SURVEY DISK
 JT1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1642_SP_SET: CONCRETE POST
 JT1642_MARK LOGO: CA2330
 JT1642_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1642+STABILITY: SURFACE MOTION
 JT1642
 JT1642  HISTORY     - Date     Condition        Report By
 JT1642  HISTORY     - 1971     MONUMENTED       CA2330
 JT1642
 JT1642                          STATION DESCRIPTION
 JT1642
 JT1642'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1642'AT INTERSECTION OF OLD SONOMA ROAD AND BUHMAN, 13 FT (4.0 M) WEST OF
 JT1642'CENTER LINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP
 JT1642'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2145 ***********************************************************************
 DX2145  DESIGNATION -  41 M
 DX2145  PID         -  DX2145
 DX2145  STATE/COUNTY-  CA/RIVERSIDE
 DX2145  USGS QUAD   -  LAKE MATHEWS (1988)
 DX2145
 DX2145                         *CURRENT SURVEY CONTROL
 DX2145  ___________________________________________________________________
 DX2145* NAD 83(1986)-  33 50 02.     (N)    117 25 38.     (W)     SCALED    
 DX2145* NAVD 88     -       401.89   (+/-2cm)    1318.5    (feet)  VERTCON   
 DX2145  ___________________________________________________________________
 DX2145  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DX2145  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2145
 DX2145.The horizontal coordinates were scaled from a topographic map and have
 DX2145.an estimated accuracy of +/- 6 seconds.
 DX2145
 DX2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2145.The vertical order pertains to the NGVD 29 superseded value.
 DX2145
 DX2145.The geoid height was determined by GEOID03.
 DX2145
 DX2145;                    North         East    Units  Estimated Accuracy
 DX2145;SPC CA 6     -   685,520.    1,891,040.      MT  (+/- 180 meters Scaled)
 DX2145
 DX2145                          SUPERSEDED SURVEY CONTROL
 DX2145
 DX2145  NGVD 29 (??/??/??)  401.101  (m)         1315.95   (f) ADJUSTED    1 2
 DX2145
 DX2145.Superseded values are not recommended for survey control.
 DX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2145.See file dsdata.txt to determine how the superseded data were derived.
 DX2145
 DX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT604438(NAD 83)
 DX2145_MARKER: DD = SURVEY DISK
 DX2145_SETTING: 80 = SET IN A BOULDER
 DX2145_SP_SET: BOULDER
 DX2145_STAMPING: 41 M 1931
 DX2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2145+STABILITY: SURFACE MOTION
 DX2145
 DX2145  HISTORY     - Date     Condition        Report By
 DX2145  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2145  HISTORY     - 1959     MARK NOT FOUND   NGS
 DX2145
 DX2145                          STATION DESCRIPTION
 DX2145
 DX2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DX2145'6.8 MI SE FROM ARLINGTON.
 DX2145'ABOUT 6 3/4 MILES SOUTH SOUTHEAST OF ARLINGTON, ON THE FIRST HILL
 DX2145'WEST ALONG THE CAJALCO AND CAROB DISTRICT ROAD FROM THE JUNCTION
 DX2145'OF THE ROAD LEADING FROM THE FOOTHILL RANCHES, ABOUT 600 FEET
 DX2145'EAST OF A WATER TANK, ON THE WEST SIDE OF A STEEP LOW HILL, 50
 DX2145'FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN A BOULDER AND
 DX2145'MARKED WITH A TEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1641 ***********************************************************************
 JT1641  DESIGNATION -  41 M
 JT1641  PID         -  JT1641
 JT1641  STATE/COUNTY-  CA/NAPA
 JT1641  USGS QUAD   -  NAPA (1980)
 JT1641
 JT1641                         *CURRENT SURVEY CONTROL
 JT1641  ___________________________________________________________________
 JT1641* NAD 83(1986)-  38 15 59.     (N)    122 19 59.     (W)     SCALED    
 JT1641* NAVD 88     -        38.95   (+/-2cm)     127.8    (feet)  VERTCON   
 JT1641  ___________________________________________________________________
 JT1641  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JT1641  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1641
 JT1641.The horizontal coordinates were scaled from a topographic map and have
 JT1641.an estimated accuracy of +/- 6 seconds.
 JT1641
 JT1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1641.The vertical order pertains to the NGVD 29 superseded value.
 JT1641
 JT1641.The geoid height was determined by GEOID03.
 JT1641
 JT1641;                    North         East    Units  Estimated Accuracy
 JT1641;SPC CA 2     -   566,630.    1,970,850.      MT  (+/- 180 meters Scaled)
 JT1641
 JT1641                          SUPERSEDED SURVEY CONTROL
 JT1641
 JT1641  NGVD 29 (??/??/92)   38.183  (m)          125.27   (f) ADJ UNCH    1 1
 JT1641
 JT1641.Superseded values are not recommended for survey control.
 JT1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1641.See file dsdata.txt to determine how the superseded data were derived.
 JT1641
 JT1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH583355(NAD 83)
 JT1641_MARKER: DD = SURVEY DISK
 JT1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1641_SP_SET: CONCRETE POST
 JT1641_MARK LOGO: CA2330
 JT1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1641+STABILITY: SURFACE MOTION
 JT1641
 JT1641  HISTORY     - Date     Condition        Report By
 JT1641  HISTORY     - 1971     MONUMENTED       CA2330
 JT1641
 JT1641                          STATION DESCRIPTION
 JT1641
 JT1641'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1641'ALONG OLD SONOMA ROAD, SOUTH ON BUHMAN AT NO.5074, EAST OF EP, A WELL
 JT1641'TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2144 ***********************************************************************
 DX2144  DESIGNATION -  41 N
 DX2144  PID         -  DX2144
 DX2144  STATE/COUNTY-  CA/RIVERSIDE
 DX2144  USGS QUAD   -  LAKE MATHEWS (1988)
 DX2144
 DX2144                         *CURRENT SURVEY CONTROL
 DX2144  ___________________________________________________________________
 DX2144* NAD 83(1986)-  33 50 29.     (N)    117 26 34.     (W)     SCALED    
 DX2144* NAVD 88     -       393.73   (+/-2cm)    1291.8    (feet)  VERTCON   
 DX2144  ___________________________________________________________________
 DX2144  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DX2144  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2144
 DX2144.The horizontal coordinates were scaled from a topographic map and have
 DX2144.an estimated accuracy of +/- 6 seconds.
 DX2144
 DX2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2144.The vertical order pertains to the NGVD 29 superseded value.
 DX2144
 DX2144.The geoid height was determined by GEOID03.
 DX2144
 DX2144;                    North         East    Units  Estimated Accuracy
 DX2144;SPC CA 6     -   686,370.    1,889,600.      MT  (+/- 180 meters Scaled)
 DX2144
 DX2144                          SUPERSEDED SURVEY CONTROL
 DX2144
 DX2144  NGVD 29 (??/??/??)  392.937  (m)         1289.16   (f) ADJUSTED    1 2
 DX2144
 DX2144.Superseded values are not recommended for survey control.
 DX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2144.See file dsdata.txt to determine how the superseded data were derived.
 DX2144
 DX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT590446(NAD 83)
 DX2144_MARKER: DD = SURVEY DISK
 DX2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2144_STAMPING: 41 N 1931
 DX2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2144+STABILITY: SURFACE MOTION
 DX2144
 DX2144  HISTORY     - Date     Condition        Report By
 DX2144  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2144  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2144
 DX2144                          STATION DESCRIPTION
 DX2144
 DX2144'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2144'6.5 MI S FROM ARLINGTON.
 DX2144'ABOUT 6-1/2 MILES SOUTH OF ARLINGTON, RIVERSIDE COUNTY, AT A
 DX2144'TURN IN THE ROAD TO THE NORTH, AT THE SOUTHWEST CORNER OF THE
 DX2144'CAROB ORCHARD, INSIDE OF THE FENCE LINE, AND SURROUNDED BY A
 DX2144'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX2144'STANDARD DISK, STAMPED 41 N 1931 AND SET IN THE TOP OF A CONCRETE
 DX2144'POST.
 DX2144
 DX2144                          STATION RECOVERY (1958)
 DX2144
 DX2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1639 ***********************************************************************
 JT1639  DESIGNATION -  41 N
 JT1639  PID         -  JT1639
 JT1639  STATE/COUNTY-  CA/NAPA
 JT1639  USGS QUAD   -  NAPA (1980)
 JT1639
 JT1639                         *CURRENT SURVEY CONTROL
 JT1639  ___________________________________________________________________
 JT1639* NAD 83(1986)-  38 15 51.     (N)    122 20 04.     (W)     SCALED    
 JT1639* NAVD 88     -        42.91   (+/-2cm)     140.8    (feet)  VERTCON   
 JT1639  ___________________________________________________________________
 JT1639  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JT1639  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1639
 JT1639.The horizontal coordinates were scaled from a topographic map and have
 JT1639.an estimated accuracy of +/- 6 seconds.
 JT1639
 JT1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1639.The vertical order pertains to the NGVD 29 superseded value.
 JT1639
 JT1639.The geoid height was determined by GEOID03.
 JT1639
 JT1639;                    North         East    Units  Estimated Accuracy
 JT1639;SPC CA 2     -   566,380.    1,970,730.      MT  (+/- 180 meters Scaled)
 JT1639
 JT1639                          SUPERSEDED SURVEY CONTROL
 JT1639
 JT1639  NGVD 29 (??/??/92)   42.146  (m)          138.27   (f) ADJ UNCH    1 1
 JT1639
 JT1639.Superseded values are not recommended for survey control.
 JT1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1639.See file dsdata.txt to determine how the superseded data were derived.
 JT1639
 JT1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH582353(NAD 83)
 JT1639_MARKER: DD = SURVEY DISK
 JT1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1639_SP_SET: CONCRETE POST
 JT1639_MARK LOGO: CA2330
 JT1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1639+STABILITY: SURFACE MOTION
 JT1639
 JT1639  HISTORY     - Date     Condition        Report By
 JT1639  HISTORY     - 1971     MONUMENTED       CA2330
 JT1639
 JT1639                          STATION DESCRIPTION
 JT1639
 JT1639'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1639'ALONG OLD SONOMA ROAD, 2300 FT (701.0 M) SOUTH OF BUHMAN AT BEND, WEST
 JT1639'OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1640 ***********************************************************************
 JT1640  DESIGNATION -  41 O
 JT1640  PID         -  JT1640
 JT1640  STATE/COUNTY-  CA/NAPA
 JT1640  USGS QUAD   -  NAPA (1980)
 JT1640
 JT1640                         *CURRENT SURVEY CONTROL
 JT1640  ___________________________________________________________________
 JT1640* NAD 83(1986)-  38 15 42.     (N)    122 20 04.     (W)     SCALED    
 JT1640* NAVD 88     -        44.46   (+/-2cm)     145.9    (feet)  VERTCON   
 JT1640  ___________________________________________________________________
 JT1640  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT1640  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1640
 JT1640.The horizontal coordinates were scaled from a topographic map and have
 JT1640.an estimated accuracy of +/- 6 seconds.
 JT1640
 JT1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1640.The vertical order pertains to the NGVD 29 superseded value.
 JT1640
 JT1640.The geoid height was determined by GEOID03.
 JT1640
 JT1640;                    North         East    Units  Estimated Accuracy
 JT1640;SPC CA 2     -   566,100.    1,970,730.      MT  (+/- 180 meters Scaled)
 JT1640
 JT1640                          SUPERSEDED SURVEY CONTROL
 JT1640
 JT1640  NGVD 29 (??/??/92)   43.698  (m)          143.37   (f) ADJ UNCH    1 1
 JT1640
 JT1640.Superseded values are not recommended for survey control.
 JT1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1640.See file dsdata.txt to determine how the superseded data were derived.
 JT1640
 JT1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH582350(NAD 83)
 JT1640_MARKER: DD = SURVEY DISK
 JT1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1640_SP_SET: CONCRETE POST
 JT1640_MARK LOGO: CA2330
 JT1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1640+STABILITY: SURFACE MOTION
 JT1640
 JT1640  HISTORY     - Date     Condition        Report By
 JT1640  HISTORY     - 1971     MONUMENTED       CA2330
 JT1640
 JT1640                          STATION DESCRIPTION
 JT1640
 JT1640'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1640'ALONG OLD SONOMA ROAD, NORTH OF NO. 5227 AT BEND, EAST OF SHOULDER, A
 JT1640'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2143 ***********************************************************************
 DX2143  DESIGNATION -  41 P
 DX2143  PID         -  DX2143
 DX2143  STATE/COUNTY-  CA/RIVERSIDE
 DX2143  USGS QUAD   -  LAKE MATHEWS (1988)
 DX2143
 DX2143                         *CURRENT SURVEY CONTROL
 DX2143  ___________________________________________________________________
 DX2143* NAD 83(1986)-  33 50 42.     (N)    117 26 38.     (W)     SCALED    
 DX2143* NAVD 88     -       396.43   (+/-2cm)    1300.6    (feet)  VERTCON   
 DX2143  ___________________________________________________________________
 DX2143  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DX2143  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2143
 DX2143.The horizontal coordinates were scaled from a topographic map and have
 DX2143.an estimated accuracy of +/- 6 seconds.
 DX2143
 DX2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2143.The vertical order pertains to the NGVD 29 superseded value.
 DX2143
 DX2143.The geoid height was determined by GEOID03.
 DX2143
 DX2143;                    North         East    Units  Estimated Accuracy
 DX2143;SPC CA 6     -   686,770.    1,889,510.      MT  (+/- 180 meters Scaled)
 DX2143
 DX2143                          SUPERSEDED SURVEY CONTROL
 DX2143
 DX2143  NGVD 29 (??/??/??)  395.631  (m)         1298.00   (f) ADJUSTED    1 2
 DX2143
 DX2143.Superseded values are not recommended for survey control.
 DX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2143.See file dsdata.txt to determine how the superseded data were derived.
 DX2143
 DX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT589450(NAD 83)
 DX2143_MARKER: DD = SURVEY DISK
 DX2143_SETTING: 80 = SET IN A BOULDER
 DX2143_SP_SET: BOULDER
 DX2143_STAMPING: 41 P 1931
 DX2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2143+STABILITY: SURFACE MOTION
 DX2143
 DX2143  HISTORY     - Date     Condition        Report By
 DX2143  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2143  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2143
 DX2143                          STATION DESCRIPTION
 DX2143
 DX2143'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2143'6.5 MI S FROM ARLINGTON.
 DX2143'ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF ARLINGTON, RIVERSIDE
 DX2143'COUNTY, ABOUT 400 FEET SOUTH OF A HOUSE WITH A CONCRETE
 DX2143'FOUNDATION, 60 FEET SOUTH OF THE CENTERLINE OF THE HOLMES LAKE
 DX2143'ROAD, IN A BOULDER, AND MARKED WITH A TEE.  A METROPOLITAN WATER
 DX2143'DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 41 P 1931.
 DX2143
 DX2143                          STATION RECOVERY (1958)
 DX2143
 DX2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1638 ***********************************************************************
 JT1638  DESIGNATION -  41 P
 JT1638  PID         -  JT1638
 JT1638  STATE/COUNTY-  CA/NAPA
 JT1638  USGS QUAD   -  NAPA (1980)
 JT1638
 JT1638                         *CURRENT SURVEY CONTROL
 JT1638  ___________________________________________________________________
 JT1638* NAD 83(1986)-  38 15 28.     (N)    122 20 16.     (W)     SCALED    
 JT1638* NAVD 88     -        43.10   (+/-2cm)     141.4    (feet)  VERTCON   
 JT1638  ___________________________________________________________________
 JT1638  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT1638  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1638
 JT1638.The horizontal coordinates were scaled from a topographic map and have
 JT1638.an estimated accuracy of +/- 6 seconds.
 JT1638
 JT1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1638.The vertical order pertains to the NGVD 29 superseded value.
 JT1638
 JT1638.The geoid height was determined by GEOID03.
 JT1638
 JT1638;                    North         East    Units  Estimated Accuracy
 JT1638;SPC CA 2     -   565,670.    1,970,440.      MT  (+/- 180 meters Scaled)
 JT1638
 JT1638                          SUPERSEDED SURVEY CONTROL
 JT1638
 JT1638  NGVD 29 (??/??/92)   42.334  (m)          138.89   (f) ADJ UNCH    1 1
 JT1638
 JT1638.Superseded values are not recommended for survey control.
 JT1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1638.See file dsdata.txt to determine how the superseded data were derived.
 JT1638
 JT1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH579346(NAD 83)
 JT1638_MARKER: DD = SURVEY DISK
 JT1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1638_SP_SET: CONCRETE POST
 JT1638_MARK LOGO: CA2330
 JT1638_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1638+STABILITY: SURFACE MOTION
 JT1638
 JT1638  HISTORY     - Date     Condition        Report By
 JT1638  HISTORY     - 1971     MONUMENTED       CA2330
 JT1638
 JT1638                          STATION DESCRIPTION
 JT1638
 JT1638'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1638'AT INTERSECTION OF SONOMA ROAD AND DEADLY LANE IN THE NORTHEAST
 JT1638'CORNER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7154 ***********************************************************************
 EW7154  DESIGNATION -  41 PLUS CADWR 1964
 EW7154  PID         -  EW7154
 EW7154  STATE/COUNTY-  CA/LOS ANGELES
 EW7154  USGS QUAD   -  LAKE HUGHES (1995)
 EW7154
 EW7154                         *CURRENT SURVEY CONTROL
 EW7154  ___________________________________________________________________
 EW7154* NAD 83(1992)-  34 38 32.18196(N)    118 27 50.90766(W)     ADJUSTED  
 EW7154* NAVD 88     -      1375.     (meters)    4511.     (feet)  SCALED    
 EW7154  ___________________________________________________________________
 EW7154  EPOCH DATE  -        1991.35
 EW7154  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 EW7154  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EW7154  HORZ ORDER  -  SECOND
 EW7154
 EW7154.The horizontal coordinates were established by classical geodetic methods
 EW7154.and adjusted by the National Geodetic Survey in June 1996.
 EW7154.The horizontal coordinates are valid at the epoch date displayed above.
 EW7154.The epoch date for horizontal control is a decimal equivalence
 EW7154.of Year/Month/Day.
 EW7154
 EW7154.The orthometric height was scaled from a topographic map.
 EW7154
 EW7154.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7154
 EW7154.The geoid height was determined by GEOID03.
 EW7154
 EW7154;                    North         East     Units Scale Factor Converg.
 EW7154;SPC CA 5     -   626,804.406 1,957,449.234   MT  0.99992392   -0 15 52.4
 EW7154;SPC CA 5     - 2,056,440.79  6,422,064.70   sFT  0.99992392   -0 15 52.4
 EW7154;UTM  11      - 3,834,348.403   365,810.652   MT  0.99982194   -0 49 56.7
 EW7154
 EW7154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7154!SPC CA 5     -   0.99978927  x   0.99992392  =   0.99971321
 EW7154!UTM  11      -   0.99978927  x   0.99982194  =   0.99961125
 EW7154
 EW7154                          SUPERSEDED SURVEY CONTROL
 EW7154
 EW7154  NAD 83(1986)-  34 38 32.18149(N)    118 27 50.90275(W) AD(1984.00) 2
 EW7154  NAD 27      -  34 38 32.23080(N)    118 27 47.60553(W) AD(       ) 2
 EW7154
 EW7154.Superseded values are not recommended for survey control.
 EW7154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7154.See file dsdata.txt to determine how the superseded data were derived.
 EW7154
 EW7154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU6581134348(NAD 83)
 EW7154
 EW7154  HISTORY     - Date     Condition        Report By
 EW7154  HISTORY     - 1964     MONUMENTED       CGS
 EW7154
 EW7154                          STATION DESCRIPTION
 EW7154
 EW7154'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EW7154'SEE STATION PLUS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2140 ***********************************************************************
 DX2140  DESIGNATION -  41 Q
 DX2140  PID         -  DX2140
 DX2140  STATE/COUNTY-  CA/RIVERSIDE
 DX2140  USGS QUAD   -  LAKE MATHEWS (1988)
 DX2140
 DX2140                         *CURRENT SURVEY CONTROL
 DX2140  ___________________________________________________________________
 DX2140* NAD 83(1986)-  33 50 48.     (N)    117 26 38.     (W)     SCALED    
 DX2140* NAVD 88     -       398.76   (+/-2cm)    1308.3    (feet)  VERTCON   
 DX2140  ___________________________________________________________________
 DX2140  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DX2140  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2140
 DX2140.The horizontal coordinates were scaled from a topographic map and have
 DX2140.an estimated accuracy of +/- 6 seconds.
 DX2140
 DX2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2140.The vertical order pertains to the NGVD 29 superseded value.
 DX2140
 DX2140.The geoid height was determined by GEOID03.
 DX2140
 DX2140;                    North         East    Units  Estimated Accuracy
 DX2140;SPC CA 6     -   686,950.    1,889,510.      MT  (+/- 180 meters Scaled)
 DX2140
 DX2140                          SUPERSEDED SURVEY CONTROL
 DX2140
 DX2140  NGVD 29 (??/??/??)  397.969  (m)         1305.67   (f) ADJUSTED    1 2
 DX2140
 DX2140.Superseded values are not recommended for survey control.
 DX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2140.See file dsdata.txt to determine how the superseded data were derived.
 DX2140
 DX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT589452(NAD 83)
 DX2140_MARKER: DD = SURVEY DISK
 DX2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2140_STAMPING: 41 Q 1931
 DX2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2140+STABILITY: SURFACE MOTION
 DX2140
 DX2140  HISTORY     - Date     Condition        Report By
 DX2140  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2140  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2140
 DX2140                          STATION DESCRIPTION
 DX2140
 DX2140'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2140'6.2 MI S FROM ARLINGTON.
 DX2140'ABOUT 6-1/4 MILES SOUTH-SOUTHWEST OF ARLINGTON, RIVERSIDE COUNTY,
 DX2140'ABOUT 300 FEET EAST OF A HOUSE WITH A CONCRETE FOUNDATION, 100
 DX2140'FEET SOUTHWEST OF A 5-CORNER CROSSROADS, AND SURROUNDED BY A
 DX2140'FENCE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 DX2140'STANDARD DISK, STAMPED 41 Q 1931 AND SET IN THE TOP OF A CONCRETE
 DX2140'POST.
 DX2140
 DX2140                          STATION RECOVERY (1958)
 DX2140
 DX2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1636 ***********************************************************************
 JT1636  DESIGNATION -  41 Q
 JT1636  PID         -  JT1636
 JT1636  STATE/COUNTY-  CA/NAPA
 JT1636  USGS QUAD   -  NAPA (1980)
 JT1636
 JT1636                         *CURRENT SURVEY CONTROL
 JT1636  ___________________________________________________________________
 JT1636* NAD 83(1986)-  38 15 20.     (N)    122 20 32.     (W)     SCALED    
 JT1636* NAVD 88     -        32.73   (+/-2cm)     107.4    (feet)  VERTCON   
 JT1636  ___________________________________________________________________
 JT1636  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1636  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1636
 JT1636.The horizontal coordinates were scaled from a topographic map and have
 JT1636.an estimated accuracy of +/- 6 seconds.
 JT1636
 JT1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1636.The vertical order pertains to the NGVD 29 superseded value.
 JT1636
 JT1636.The geoid height was determined by GEOID03.
 JT1636
 JT1636;                    North         East    Units  Estimated Accuracy
 JT1636;SPC CA 2     -   565,430.    1,970,050.      MT  (+/- 180 meters Scaled)
 JT1636
 JT1636                          SUPERSEDED SURVEY CONTROL
 JT1636
 JT1636  NGVD 29 (??/??/92)   31.968  (m)          104.88   (f) ADJ UNCH    1 1
 JT1636
 JT1636.Superseded values are not recommended for survey control.
 JT1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1636.See file dsdata.txt to determine how the superseded data were derived.
 JT1636
 JT1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH575343(NAD 83)
 JT1636_MARKER: DD = SURVEY DISK
 JT1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1636_SP_SET: CONCRETE POST
 JT1636_MARK LOGO: CA2330
 JT1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1636+STABILITY: SURFACE MOTION
 JT1636
 JT1636  HISTORY     - Date     Condition        Report By
 JT1636  HISTORY     - 1971     MONUMENTED       CA2330
 JT1636
 JT1636                          STATION DESCRIPTION
 JT1636
 JT1636'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1636'AT OLD SONOMA ROAD AND SONOMA HIGHWAY, IN PICNIC GROUNDS, 40 FT
 JT1636'(12.2 M) EAST OF 36-INCH WALNUT TREE, A WELL TYPE MONUMENT WITH A
 JT1636'BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3387 ***********************************************************************
 DX3387  DESIGNATION -  41 R
 DX3387  PID         -  DX3387
 DX3387  STATE/COUNTY-  CA/RIVERSIDE
 DX3387  USGS QUAD   -  LAKE MATHEWS (1988)
 DX3387
 DX3387                         *CURRENT SURVEY CONTROL
 DX3387  ___________________________________________________________________
 DX3387* NAD 83(1986)-  33 51 30.     (N)    117 26 30.     (W)     SCALED    
 DX3387* NAVD 88     -       396.765  (meters)    1301.72   (feet)  ADJUSTED  
 DX3387  ___________________________________________________________________
 DX3387  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DX3387  DYNAMIC HT  -         396.322 (meters)    1300.27  (feet)  COMP
 DX3387  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 DX3387
 DX3387  VERT ORDER  -  FIRST     CLASS II
 DX3387
 DX3387.The horizontal coordinates were scaled from a topographic map and have
 DX3387.an estimated accuracy of +/- 6 seconds.
 DX3387
 DX3387.The orthometric height was determined by differential leveling
 DX3387.and adjusted in August 1997.
 DX3387
 DX3387.The geoid height was determined by GEOID03.
 DX3387
 DX3387.The dynamic height is computed by dividing the NAVD 88
 DX3387.geopotential number by the normal gravity value computed on the
 DX3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3387.degrees latitude (g = 980.6199 gals.).
 DX3387
 DX3387.The modeled gravity was interpolated from observed gravity values.
 DX3387
 DX3387;                    North         East    Units  Estimated Accuracy
 DX3387;SPC CA 6     -   688,250.    1,889,730.      MT  (+/- 180 meters Scaled)
 DX3387
 DX3387                          SUPERSEDED SURVEY CONTROL
 DX3387
 DX3387  NAVD 88 (01/22/93)  396.761  (m)         1301.71   (f) UNKNOWN     1 2
 DX3387  NGVD 29 (??/??/92)  395.96   (m)         1299.1    (f) COMPUTED    1 2
 DX3387
 DX3387.Superseded values are not recommended for survey control.
 DX3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3387.See file dsdata.txt to determine how the superseded data were derived.
 DX3387
 DX3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT591465(NAD 83)
 DX3387_MARKER: DB = BENCH MARK DISK
 DX3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3387_SP_SET: CONCRETE POST
 DX3387_STAMPING: 41R 1931
 DX3387_MARK LOGO: MWDSC 
 DX3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3387+STABILITY: SURFACE MOTION
 DX3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3387+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 DX3387
 DX3387  HISTORY     - Date     Condition        Report By
 DX3387  HISTORY     - 1931     MONUMENTED       MWDSC
 DX3387  HISTORY     - 19920626 GOOD             MWDSC
 DX3387  HISTORY     - 19950224 GOOD             MWDSC
 DX3387
 DX3387                          STATION DESCRIPTION
 DX3387
 DX3387'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX3387'AT LAKE MATHEWS, 0.7 MILE (1.1 KM) EAST ALONG EL SOBRANTE ROAD FROM
 DX3387'THE INTERSECTION OF EL SOBRANTE ROAD AND THE MWDSC NORTH ENTRANCE, 24
 DX3387'FEET (7.3 M) NORTH OF THE CENTERLINE OF EL SOBRANTE ROAD AND 48 FEET
 DX3387'(14.6 M) SOUTH OF CHAIN LINK FENCE OF THE EDISON EL SOBRANTE
 DX3387'SUBSTATION, A 3 INCH STANDARD BRASS MWD DISK IN TOP OF CONCRETE POST
 DX3387'WITH 12 INCH BY 12 INCH CONCRETE COLLAR, 0.4 FEET (12.2 CM) ABOVE THE
 DX3387'SURFACE.
 DX3387
 DX3387                          STATION RECOVERY (1995)
 DX3387
 DX3387'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX3387'RECOVERED AS DESCRIBED.REF MWD FB 2513 02 079.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0524 ***********************************************************************
 FT0524  DESIGNATION -  41 RM
 FT0524  PID         -  FT0524
 FT0524  STATE/COUNTY-  CA/INYO
 FT0524  USGS QUAD   -  PEARSONVILLE (1982)
 FT0524
 FT0524                         *CURRENT SURVEY CONTROL
 FT0524  ___________________________________________________________________
 FT0524* NAD 83(1986)-  35 46 17.     (N)    117 47 16.     (W)     SCALED    
 FT0524* NAVD 88     -       689.530  (meters)    2262.23   (feet)  ADJUSTED  
 FT0524  ___________________________________________________________________
 FT0524  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FT0524  DYNAMIC HT  -         688.774 (meters)    2259.75  (feet)  COMP
 FT0524  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 FT0524
 FT0524  VERT ORDER  -  FIRST     CLASS II
 FT0524
 FT0524.The horizontal coordinates were scaled from a topographic map and have
 FT0524.an estimated accuracy of +/- 6 seconds.
 FT0524
 FT0524.The orthometric height was determined by differential leveling
 FT0524.and adjusted in June 1991.
 FT0524
 FT0524.The geoid height was determined by GEOID03.
 FT0524
 FT0524.The dynamic height is computed by dividing the NAVD 88
 FT0524.geopotential number by the normal gravity value computed on the
 FT0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0524.degrees latitude (g = 980.6199 gals.).
 FT0524
 FT0524.The modeled gravity was interpolated from observed gravity values.
 FT0524
 FT0524;                    North         East    Units  Estimated Accuracy
 FT0524;SPC CA 4     -   549,300.    2,109,620.      MT  (+/- 180 meters Scaled)
 FT0524
 FT0524                          SUPERSEDED SURVEY CONTROL
 FT0524
 FT0524  NGVD 29 (??/??/??)  688.79   (m)         2259.8    (f) RESET       3  
 FT0524
 FT0524.Superseded values are not recommended for survey control.
 FT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0524.See file dsdata.txt to determine how the superseded data were derived.
 FT0524
 FT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV287588(NAD 83)
 FT0524_MARKER: DD = SURVEY DISK
 FT0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0524_STAMPING: 41 RM 1950
 FT0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0524+STABILITY: SURFACE MOTION
 FT0524
 FT0524  HISTORY     - Date     Condition        Report By
 FT0524  HISTORY     - 1950     MONUMENTED       USN
 FT0524  HISTORY     - 1950     GOOD             NGS
 FT0524
 FT0524                          STATION DESCRIPTION
 FT0524
 FT0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0524'10 MI NE FROM CHINA LAKE USN .
 FT0524'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, IT IS
 FT0524'ONE OF THE STATIONS OF THE B-1 BASE LINE, JUST WEST OF THE
 FT0524'OBSERVATION TOWER OF THE B-1 AIR STRIP, THE STATION IS A NAVAL
 FT0524'ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE
 FT0524'GROUND, THE DISK IS STAMPED 41 RM 1950 AND PROJECTS 8 INCHES.
 FT0524'TO REACH FROM THE SOUTH END OF THE B-1 BASE LINE GO NORTH UNTIL
 FT0524'THE MARK IS REACHED.  DIRECTIONS TO REACH THE B-1 BASE LINE CAN
 FT0524'BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE
 FT0524'NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2139 ***********************************************************************
 DX2139  DESIGNATION -  41 S
 DX2139  PID         -  DX2139
 DX2139  STATE/COUNTY-  CA/RIVERSIDE
 DX2139  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2139
 DX2139                         *CURRENT SURVEY CONTROL
 DX2139  ___________________________________________________________________
 DX2139* NAD 83(1986)-  33 52 37.     (N)    117 26 09.     (W)     SCALED    
 DX2139* NAVD 88     -       355.98   (+/-2cm)    1167.9    (feet)  VERTCON   
 DX2139  ___________________________________________________________________
 DX2139  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DX2139  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2139
 DX2139.The horizontal coordinates were scaled from a topographic map and have
 DX2139.an estimated accuracy of +/- 6 seconds.
 DX2139
 DX2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2139.The vertical order pertains to the NGVD 29 superseded value.
 DX2139
 DX2139.The geoid height was determined by GEOID03.
 DX2139
 DX2139;                    North         East    Units  Estimated Accuracy
 DX2139;SPC CA 6     -   690,300.    1,890,290.      MT  (+/- 180 meters Scaled)
 DX2139
 DX2139                          SUPERSEDED SURVEY CONTROL
 DX2139
 DX2139  NGVD 29 (??/??/??)  355.205  (m)         1165.37   (f) ADJUSTED    1 2
 DX2139
 DX2139.Superseded values are not recommended for survey control.
 DX2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2139.See file dsdata.txt to determine how the superseded data were derived.
 DX2139
 DX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT596485(NAD 83)
 DX2139_MARKER: DD = SURVEY DISK
 DX2139_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX2139_SP_SET: UNSPECIFIED ROCK
 DX2139_STAMPING: 41 S 1931
 DX2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2139
 DX2139  HISTORY     - Date     Condition        Report By
 DX2139  HISTORY     - 1931     MONUMENTED       MWDSC
 DX2139  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2139
 DX2139                          STATION DESCRIPTION
 DX2139
 DX2139'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1931
 DX2139'4 MI S FROM ARLINGTON.
 DX2139'ABOUT 4 MILES SOUTH ALONG THE ARLINGTON-CAJALCO ROAD FROM
 DX2139'ARLINGTON, RIVERSIDE COUNTY, ABOUT 1500 FEET SOUTH OF THE
 DX2139'ENTRANCE TO AN ORANGE GROVE, 60 FEET NORTHWEST OF THE CENTERLINE
 DX2139'OF THE ROAD, ABOUT 15 FEET LOWER THAN THE ROAD, IN ROCK, AND
 DX2139'MARKED WITH A TEE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN
 DX2139'CALIFORNIA STANDARD DISK, STAMPED 41 S 1931.
 DX2139
 DX2139                          STATION RECOVERY (1958)
 DX2139
 DX2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0063 ***********************************************************************
 JT0063  DESIGNATION -  41 TKM
 JT0063  PID         -  JT0063
 JT0063  STATE/COUNTY-  CA/NAPA
 JT0063  USGS QUAD   -  KNOXVILLE (1993)
 JT0063
 JT0063                         *CURRENT SURVEY CONTROL
 JT0063  ___________________________________________________________________
 JT0063* NAD 83(1986)-  38 47 56.     (N)    122 18 46.     (W)     SCALED    
 JT0063* NAVD 88     -       322.23   (+/-2cm)    1057.2    (feet)  VERTCON   
 JT0063  ___________________________________________________________________
 JT0063  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 JT0063  VERT ORDER  -  THIRD (See Below)
 JT0063
 JT0063.The horizontal coordinates were scaled from a topographic map and have
 JT0063.an estimated accuracy of +/- 6 seconds.
 JT0063
 JT0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0063.The vertical order pertains to the NGVD 29 superseded value.
 JT0063
 JT0063.The geoid height was determined by GEOID03.
 JT0063
 JT0063;                    North         East    Units  Estimated Accuracy
 JT0063;SPC CA 2     -   625,730.    1,972,830.      MT  (+/- 180 meters Scaled)
 JT0063
 JT0063                          SUPERSEDED SURVEY CONTROL
 JT0063
 JT0063  NGVD 29 (??/??/??)  321.38   (m)         1054.4    (f) RESET       3  
 JT0063
 JT0063.Superseded values are not recommended for survey control.
 JT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0063.See file dsdata.txt to determine how the superseded data were derived.
 JT0063
 JT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596946(NAD 83)
 JT0063_MARKER: DD = SURVEY DISK
 JT0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0063_STAMPING: 41 TKM 1942 1054
 JT0063_MARK LOGO: USGS  
 JT0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0063+STABILITY: SURFACE MOTION
 JT0063
 JT0063  HISTORY     - Date     Condition        Report By
 JT0063  HISTORY     - 1942     MONUMENTED       USGS
 JT0063  HISTORY     - 1966     GOOD             CGS
 JT0063
 JT0063                          STATION DESCRIPTION
 JT0063
 JT0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0063'21.1 MI SE FROM LOWER LAKE.
 JT0063'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST OFFICE
 JT0063'AT LOWER LAKE, THENCE 6.9 MILES SOUTHEAST ALONG BERRYESSA-KNOXVILLE
 JT0063'ROAD, 145 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A CREEK,
 JT0063'58 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 JT0063'NORTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD,
 JT0063'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 JT0063'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3633 ***********************************************************************
 HT3633  DESIGNATION -  41 WLS
 HT3633  PID         -  HT3633
 HT3633  STATE/COUNTY-  CA/SANTA CRUZ
 HT3633  USGS QUAD   -  DAVENPORT (1997)
 HT3633
 HT3633                         *CURRENT SURVEY CONTROL
 HT3633  ___________________________________________________________________
 HT3633* NAD 83(1986)-  37 04 02.     (N)    122 08 28.     (W)     SCALED    
 HT3633* NAVD 88     -       577.003  (meters)    1893.05   (feet)  ADJUSTED  
 HT3633  ___________________________________________________________________
 HT3633  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HT3633  DYNAMIC HT  -         576.546 (meters)    1891.55  (feet)  COMP
 HT3633  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 HT3633
 HT3633  VERT ORDER  -  FIRST     CLASS II
 HT3633
 HT3633.The horizontal coordinates were scaled from a topographic map and have
 HT3633.an estimated accuracy of +/- 6 seconds.
 HT3633
 HT3633.The orthometric height was determined by differential leveling
 HT3633.and adjusted in February 1993.
 HT3633
 HT3633.The geoid height was determined by GEOID03.
 HT3633
 HT3633.The dynamic height is computed by dividing the NAVD 88
 HT3633.geopotential number by the normal gravity value computed on the
 HT3633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3633.degrees latitude (g = 980.6199 gals.).
 HT3633
 HT3633.The modeled gravity was interpolated from observed gravity values.
 HT3633
 HT3633;                    North         East    Units  Estimated Accuracy
 HT3633;SPC CA 3     -   564,230.    1,854,060.      MT  (+/- 180 meters Scaled)
 HT3633
 HT3633                          SUPERSEDED SURVEY CONTROL
 HT3633
 HT3633  NGVD 29 (10/21/93)  576.154  (m)         1890.27   (f) ADJUSTED    1 2
 HT3633
 HT3633.Superseded values are not recommended for survey control.
 HT3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3633.See file dsdata.txt to determine how the superseded data were derived.
 HT3633
 HT3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG763026(NAD 83)
 HT3633_MARKER: DB = BENCH MARK DISK
 HT3633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3633_SP_SET: CONCRETE POST
 HT3633_STAMPING: 41 WLS 1953 1966
 HT3633_MARK LOGO: USGS  
 HT3633_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3633+STABILITY: SURFACE MOTION
 HT3633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3633+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 HT3633
 HT3633  HISTORY     - Date     Condition        Report By
 HT3633  HISTORY     - 1953     MONUMENTED       USGS
 HT3633  HISTORY     - 19900504 GOOD             NGS
 HT3633
 HT3633                          STATION DESCRIPTION
 HT3633
 HT3633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3633'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3633'OFFICE IN DAVENPORT, THENCE 6.0 KM (3.7 MI) NORTHEASTERLY ALONG
 HT3633'BONNIE DOON ROAD, THENCE 3.5 KM (2.2 MI) NORTHERLY ALONG PINE FLAT
 HT3633'ROAD, 9.8 M (32.2 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 HT3633'ROAD, 5.7 M (18.7 FT) NORTH OF A DRIVEWAY LEADING TO A RESIDENCE AT
 HT3633'2154 PINE FLAT ROAD, 3.3 M (10.8 FT) SOUTH OF THE CONCRETE BASE OF A
 HT3633'US PARCEL LOCK BOX, AND SET IN A CONCRETE MONUMENT PROJECTING 0.1 M
 HT3633'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3849 ***********************************************************************
 JS3849  DESIGNATION -  41+50
 JS3849  PID         -  JS3849
 JS3849  STATE/COUNTY-  CA/PLACER
 JS3849  USGS QUAD   -  AUBURN (1981)
 JS3849
 JS3849                         *CURRENT SURVEY CONTROL
 JS3849  ___________________________________________________________________
 JS3849* NAD 83(1986)-  38 55 18.     (N)    121 02 34.     (W)     SCALED    
 JS3849* NAVD 88     -       388.98   (+/-2cm)    1276.2    (feet)  VERTCON   
 JS3849  ___________________________________________________________________
 JS3849  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 JS3849  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3849
 JS3849.The horizontal coordinates were scaled from a topographic map and have
 JS3849.an estimated accuracy of +/- 6 seconds.
 JS3849
 JS3849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3849.The vertical order pertains to the NGVD 29 superseded value.
 JS3849
 JS3849.The geoid height was determined by GEOID03.
 JS3849
 JS3849;                    North         East    Units  Estimated Accuracy
 JS3849;SPC CA 2     -   639,750.    2,083,000.      MT  (+/- 180 meters Scaled)
 JS3849
 JS3849                          SUPERSEDED SURVEY CONTROL
 JS3849
 JS3849  NGVD 29 (??/??/92)  388.197  (m)         1273.61   (f) ADJ UNCH    1 1
 JS3849
 JS3849.Superseded values are not recommended for survey control.
 JS3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3849.See file dsdata.txt to determine how the superseded data were derived.
 JS3849
 JS3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ696099(NAD 83)
 JS3849_MARKER: DD = SURVEY DISK
 JS3849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS3849_SP_SET: IRON ROAD MONUMENT
 JS3849_STAMPING: 245 859 STA. 41+50
 JS3849_MARK LOGO: BOR   
 JS3849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS3849
 JS3849  HISTORY     - Date     Condition        Report By
 JS3849  HISTORY     - UNK      MONUMENTED       BOR
 JS3849  HISTORY     - 1980     GOOD             WPRS
 JS3849
 JS3849                          STATION DESCRIPTION
 JS3849
 JS3849'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3849'2.4 MI NE FROM AUBURN.
 JS3849'1.7MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3849'AUBURN RAVINE OFF RAMP, THENCE 0.7 MILE EAST ALONG FORESTHILL AUBURN
 JS3849'ROAD TO THE WEST END OF THE FORESTHILL BRIDGE, IN THE MEDIUM STRIP, 45
 JS3849'FEET WEST OF THE WEST BRIDGE ABUTMENT.
 JS3849'THE MARK IS 0.5 FT BELOW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0646 ***********************************************************************
 JT0646  DESIGNATION -  41.2
 JT0646  PID         -  JT0646
 JT0646  STATE/COUNTY-  CA/SONOMA
 JT0646  USGS QUAD   -  VALLEY FORD (1971)
 JT0646
 JT0646                         *CURRENT SURVEY CONTROL
 JT0646  ___________________________________________________________________
 JT0646* NAD 83(1986)-  38 19 10.     (N)    122 54 16.     (W)     SCALED    
 JT0646* NAVD 88     -        13.88   (+/-2cm)      45.5    (feet)  VERTCON   
 JT0646  ___________________________________________________________________
 JT0646  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JT0646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0646
 JT0646.The horizontal coordinates were scaled from a topographic map and have
 JT0646.an estimated accuracy of +/- 6 seconds.
 JT0646
 JT0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0646.The vertical order pertains to the NGVD 29 superseded value.
 JT0646
 JT0646.The geoid height was determined by GEOID03.
 JT0646
 JT0646;                    North         East    Units  Estimated Accuracy
 JT0646;SPC CA 2     -   572,860.    1,920,910.      MT  (+/- 180 meters Scaled)
 JT0646
 JT0646                          SUPERSEDED SURVEY CONTROL
 JT0646
 JT0646  NGVD 29 (??/??/92)   13.042  (m)           42.79   (f) ADJ UNCH    2 0
 JT0646
 JT0646.Superseded values are not recommended for survey control.
 JT0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0646.See file dsdata.txt to determine how the superseded data were derived.
 JT0646
 JT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH083412(NAD 83)
 JT0646_MARKER: P = PIPE CAP
 JT0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0646
 JT0646  HISTORY     - Date     Condition        Report By
 JT0646  HISTORY     - UNK      MONUMENTED       USGS
 JT0646  HISTORY     - 1959     GOOD             NGS
 JT0646  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0646
 JT0646                          STATION DESCRIPTION
 JT0646
 JT0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JT0646'1.3 MI S FROM VALLEY FORD.
 JT0646'1.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE DEPOT HOTEL AT
 JT0646'VALLEY FORD, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JT0646'0.5 FOOT NORTH OF A RAIL FENCE, AND NEAR A WHITE WOODEN
 JT0646'WITNESS POST.
 JT0646
 JT0646                          STATION RECOVERY (1987)
 JT0646
 JT0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0856 ***********************************************************************
 DY0856  DESIGNATION -  41.2 USGS
 DY0856  PID         -  DY0856
 DY0856  STATE/COUNTY-  CA/ORANGE
 DY0856  USGS QUAD   -  SEAL BEACH (1981)
 DY0856
 DY0856                         *CURRENT SURVEY CONTROL
 DY0856  ___________________________________________________________________
 DY0856* NAD 83(1986)-  33 40 31.     (N)    118 01 32.     (W)     SCALED    
 DY0856* NAVD 88     -        12.79   (+/-2cm)      42.0    (feet)  VERTCON   
 DY0856  ___________________________________________________________________
 DY0856  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DY0856  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0856
 DY0856.The horizontal coordinates were scaled from a topographic map and have
 DY0856.an estimated accuracy of +/- 6 seconds.
 DY0856
 DY0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0856.The vertical order pertains to the NGVD 29 superseded value.
 DY0856
 DY0856.The geoid height was determined by GEOID03.
 DY0856
 DY0856;                    North         East    Units  Estimated Accuracy
 DY0856;SPC CA 6     -   668,710.    1,835,360.      MT  (+/- 180 meters Scaled)
 DY0856
 DY0856                          SUPERSEDED SURVEY CONTROL
 DY0856
 DY0856  NGVD 29 (??/??/92)   12.10   (m)           39.7    (f) COMPUTED    1 2
 DY0856
 DY0856.Superseded values are not recommended for survey control.
 DY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0856.See file dsdata.txt to determine how the superseded data were derived.
 DY0856
 DY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT049266(NAD 83)
 DY0856_MARKER: Q = CHISELED SQUARE
 DY0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0856_SP_SET: DRAIN PIPE
 DY0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0856
 DY0856  HISTORY     - Date     Condition        Report By
 DY0856  HISTORY     - UNK      MONUMENTED       USGS
 DY0856  HISTORY     - 1945     GOOD             NGS
 DY0856
 DY0856                          STATION DESCRIPTION
 DY0856
 DY0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0856'1.8 MI NW FROM HUNTINGTON BEACH.
 DY0856'HUNTINGTON BEACH, 1.8 MILES NORTHWEST OF, ON SOUTHWEST EDGE
 DY0856'OF ROAD, 15.0 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY
 DY0856'LEADING TO STANDARD OIL COMPANY WELL NO. 25, 6.8 FEET NORTHEAST
 DY0856'OF THE NORTHEAST RAIL OF THE PACIFIC ELECTRIC TROLLEY TRACK,
 DY0856'1.0 FOOT LOWER THAN THE RAILS A CHISELED SQUARE ON THE NORTHWEST
 DY0856'END OF CORRUGATED METAL DRAIN PIPE UNDER THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1899 ***********************************************************************
 DY1899  DESIGNATION -  41.222 C OF LA
 DY1899  PID         -  DY1899
 DY1899  STATE/COUNTY-  CA/LOS ANGELES
 DY1899  USGS QUAD   -  TORRANCE (1981)
 DY1899
 DY1899                         *CURRENT SURVEY CONTROL
 DY1899  ___________________________________________________________________
 DY1899* NAD 83(1986)-  33 47 05.     (N)    118 17 50.     (W)     SCALED    
 DY1899* NAVD 88     -        13.25   (+/-2cm)      43.5    (feet)  VERTCON   
 DY1899  ___________________________________________________________________
 DY1899  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1899  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1899
 DY1899.The horizontal coordinates were scaled from a topographic map and have
 DY1899.an estimated accuracy of +/- 6 seconds.
 DY1899
 DY1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1899.The vertical order pertains to the NGVD 29 superseded value.
 DY1899
 DY1899.The geoid height was determined by GEOID03.
 DY1899
 DY1899;                    North         East    Units  Estimated Accuracy
 DY1899;SPC CA 5     -   531,620.    1,972,470.      MT  (+/- 180 meters Scaled)
 DY1899
 DY1899                          SUPERSEDED SURVEY CONTROL
 DY1899
 DY1899  NGVD 29 (??/??/92)   12.491  (m)           40.98   (f) ADJ UNCH    1 2
 DY1899
 DY1899.Superseded values are not recommended for survey control.
 DY1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1899.See file dsdata.txt to determine how the superseded data were derived.
 DY1899
 DY1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798390(NAD 83)
 DY1899_MARKER: S = SPIKE
 DY1899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1899_SP_SET: CURB
 DY1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1899
 DY1899  HISTORY     - Date     Condition        Report By
 DY1899  HISTORY     - UNK      MONUMENTED       CA1980
 DY1899  HISTORY     - 1946     GOOD             NGS
 DY1899  HISTORY     - 1961     GOOD             CA1980
 DY1899
 DY1899                          STATION DESCRIPTION
 DY1899
 DY1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1899'0.2 MI N FROM WILMINGTON.
 DY1899'0.2 MILE NORTH ALONG NORMANDIE AVENUE FROM THE CROSSING OF ANAHEIM
 DY1899'STREET AT WILMINGTON, AND AT THE CURVED INTERSECTION OF VERMONT
 DY1899'AVENUE AND NORMANDIE AVENUE, IN THE TOP OF THE WEST CURB OF
 DY1899'NORMANDIE AVENUE, AT THE NORTH-END OF A CATCH BASIN.  A CUT SPIKE.
 DY1899
 DY1899                          STATION RECOVERY (1961)
 DY1899
 DY1899'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1961
 DY1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1561 ***********************************************************************
 HT1561  DESIGNATION -  41.51
 HT1561  PID         -  HT1561
 HT1561  STATE/COUNTY-  CA/SANTA CRUZ
 HT1561  USGS QUAD   -  DAVENPORT (1997)
 HT1561
 HT1561                         *CURRENT SURVEY CONTROL
 HT1561  ___________________________________________________________________
 HT1561* NAD 83(1986)-  37 03 15.     (N)    122 13 30.     (W)     SCALED    
 HT1561* NAVD 88     -        13.453  (meters)      44.14   (feet)  READJUSTED
 HT1561  ___________________________________________________________________
 HT1561  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HT1561  DYNAMIC HT  -          13.440 (meters)      44.09  (feet)  COMP
 HT1561  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HT1561
 HT1561  VERT ORDER  -  ?
 HT1561
 HT1561.The horizontal coordinates were scaled from a topographic map and have
 HT1561.an estimated accuracy of +/- 6 seconds.
 HT1561
 HT1561.The orthometric height was determined by differential leveling
 HT1561.and adjusted in March 1993.
 HT1561.The height was derived from older observations constrained to new
 HT1561.heights in a crustal motion area.  The height is approximate in
 HT1561.relation to other heights in its vicinity.
 HT1561
 HT1561.The geoid height was determined by GEOID03.
 HT1561
 HT1561.The dynamic height is computed by dividing the NAVD 88
 HT1561.geopotential number by the normal gravity value computed on the
 HT1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1561.degrees latitude (g = 980.6199 gals.).
 HT1561
 HT1561.The modeled gravity was interpolated from observed gravity values.
 HT1561
 HT1561;                    North         East    Units  Estimated Accuracy
 HT1561;SPC CA 3     -   562,920.    1,846,570.      MT  (+/- 180 meters Scaled)
 HT1561
 HT1561                          SUPERSEDED SURVEY CONTROL
 HT1561
 HT1561  NAVD 88 (06/15/91)   13.453  (m)           44.14   (f) UNKNOWN     1 1
 HT1561  NGVD 29 (10/21/93)   12.645  (m)           41.49   (f) ADJUSTED    1 1
 HT1561
 HT1561.Superseded values are not recommended for survey control.
 HT1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1561.See file dsdata.txt to determine how the superseded data were derived.
 HT1561
 HT1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG689011(NAD 83)
 HT1561_MARKER: DD = SURVEY DISK
 HT1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1561_STAMPING: 41.51 BM
 HT1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1561+STABILITY: SURFACE MOTION
 HT1561
 HT1561  HISTORY     - Date     Condition        Report By
 HT1561  HISTORY     - UNK      MONUMENTED       CA-087
 HT1561  HISTORY     - 1972     GOOD             NGS
 HT1561  HISTORY     - 1978     GOOD             NGS
 HT1561  HISTORY     - 19900516 MARK NOT FOUND   NGS
 HT1561
 HT1561                          STATION DESCRIPTION
 HT1561
 HT1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1561'3.8 MI NW FROM DAVENPORT.
 HT1561'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 HT1561'AT DAVENPORT, THENCE 2.15 MILES NORTHWEST ALONG A ASPHALT ROAD,
 HT1561'AT THE CROSSING OF ARCHIBALD CREEK, AT A POWER LINE CROSSING, 27
 HT1561'FEET NORTH OF THE CENTER LINE OF THE NORTH ONE OF TWO DRIVEWAYS
 HT1561'LEADING EAST TO A RANCH, 26 FEET EAST OF THE CENTER LINE OF THE
 HT1561'ROAD, 19.6 FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL OF
 HT1561'A CULVERT, 8 FEET WEST OF POWER POLE 1 WITH TWO GUY WIRES, 2.0
 HT1561'FEET WEST OF A WITNESS POST, IN THE TOP OF A CONCRETE POST
 HT1561'PROJECTING 0.2 FOOT, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 HT1561
 HT1561                          STATION RECOVERY (1978)
 HT1561
 HT1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1561'RECOVERED IN GOOD CONDITION.
 HT1561
 HT1561                          STATION RECOVERY (1990)
 HT1561
 HT1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1561'NOT RECOVERED.  CHANGES HAVE BEEN MADE IN THE AREA AND THE MARK MAY BE
 HT1561'UNDER A LARGE PILE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9062 ***********************************************************************
 DW9062  DESIGNATION -  41.7
 DW9062  PID         -  DW9062
 DW9062  STATE/COUNTY-  CA/IMPERIAL
 DW9062  USGS QUAD   -  KANE SPRING (1992)
 DW9062
 DW9062                         *CURRENT SURVEY CONTROL
 DW9062  ___________________________________________________________________
 DW9062* NAD 83(1986)-  33 06 29.     (N)    115 49 55.     (W)     SCALED    
 DW9062* NAVD 88     -       -46.275  (meters)    -151.82   (feet)  ADJUSTED  
 DW9062  ___________________________________________________________________
 DW9062  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DW9062  DYNAMIC HT  -         -46.223 (meters)    -151.65  (feet)  COMP
 DW9062  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 DW9062
 DW9062  VERT ORDER  -  FIRST     CLASS I
 DW9062
 DW9062.The horizontal coordinates were scaled from a topographic map and have
 DW9062.an estimated accuracy of +/- 6 seconds.
 DW9062
 DW9062.The orthometric height was determined by differential leveling
 DW9062.and adjusted in March 1994.
 DW9062
 DW9062.The geoid height was determined by GEOID03.
 DW9062
 DW9062.The dynamic height is computed by dividing the NAVD 88
 DW9062.geopotential number by the normal gravity value computed on the
 DW9062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9062.degrees latitude (g = 980.6199 gals.).
 DW9062
 DW9062.The modeled gravity was interpolated from observed gravity values.
 DW9062
 DW9062;                    North         East    Units  Estimated Accuracy
 DW9062;SPC CA 6     -   604,480.    2,039,020.      MT  (+/- 180 meters Scaled)
 DW9062
 DW9062                          SUPERSEDED SURVEY CONTROL
 DW9062
 DW9062.No superseded survey control is available for this station.
 DW9062
 DW9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS089638(NAD 83)
 DW9062_MARKER: DB = BENCH MARK DISK
 DW9062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW9062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW9062_STAMPING: 41.7 IMP
 DW9062_MARK LOGO: CADT  
 DW9062_MAGNETIC: P = MARKER IS A STEEL PIPE
 DW9062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9062+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DW9062
 DW9062  HISTORY     - Date     Condition        Report By
 DW9062  HISTORY     - 1969     MONUMENTED       CADT
 DW9062
 DW9062                          STATION DESCRIPTION
 DW9062
 DW9062'DESCRIBED BY CALTRANS 1969
 DW9062'ABOUT 14.03 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9062'FORRESTER ROAD IN WESTMORLAND, A 2.25 BRASS DISK SET ON TOP A 2 INCH
 DW9062'PIPE, FLUSH WITH GROUND, 35 FEET NORTHWESTERLY OF A POWER POLE NO
 DW9062'NUMBER, 5 FEET NORTH OF A CONCRETE RIGHT OF WAY MONUMENT AND METAL
 DW9062'GUARD POST WITH PADDLE, 54 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 DW9062'0.30 MILES WEST OF A DOUBLE POLE POWER LINE THAT RUN NORTHWEST TO
 DW9062'SOUTHEAST DIRECTION ACROSS HIGHWAY, THE MARK IS IN THE AREA CALLED
 DW9062'KANE SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5410 ***********************************************************************
 DX5410  DESIGNATION -  410
 DX5410  PID         -  DX5410
 DX5410  STATE/COUNTY-  CA/RIVERSIDE
 DX5410  USGS QUAD   -  SAN JACINTO (1979)
 DX5410
 DX5410                         *CURRENT SURVEY CONTROL
 DX5410  ___________________________________________________________________
 DX5410* NAD 83(1986)-  33 51 45.     (N)    116 57 08.     (W)     SCALED    
 DX5410* NAVD 88     -       623.609  (meters)    2045.96   (feet)  ADJUSTED  
 DX5410  ___________________________________________________________________
 DX5410  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DX5410  DYNAMIC HT  -         622.853 (meters)    2043.48  (feet)  COMP
 DX5410  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 DX5410
 DX5410  VERT ORDER  -  FIRST     CLASS II
 DX5410
 DX5410.The horizontal coordinates were scaled from a topographic map and have
 DX5410.an estimated accuracy of +/- 6 seconds.
 DX5410
 DX5410.The orthometric height was determined by differential leveling
 DX5410.and adjusted in January 1993.
 DX5410
 DX5410.The geoid height was determined by GEOID03.
 DX5410
 DX5410.The dynamic height is computed by dividing the NAVD 88
 DX5410.geopotential number by the normal gravity value computed on the
 DX5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5410.degrees latitude (g = 980.6199 gals.).
 DX5410
 DX5410.The modeled gravity was interpolated from observed gravity values.
 DX5410
 DX5410;                    North         East    Units  Estimated Accuracy
 DX5410;SPC CA 6     -   688,300.    1,935,020.      MT  (+/- 180 meters Scaled)
 DX5410
 DX5410                          SUPERSEDED SURVEY CONTROL
 DX5410
 DX5410.No superseded survey control is available for this station.
 DX5410
 DX5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT044469(NAD 83)
 DX5410_MARKER: DB = BENCH MARK DISK
 DX5410_SETTING: 80 = SET IN A BOULDER
 DX5410_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 DX5410_STAMPING: 410 1992
 DX5410_MARK LOGO: MWDSC 
 DX5410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5410+STABILITY: SURFACE MOTION
 DX5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5410+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5410
 DX5410  HISTORY     - Date     Condition        Report By
 DX5410  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5410
 DX5410                          STATION DESCRIPTION
 DX5410
 DX5410'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5410'IN BANNING, 5.6 MILES (9.0 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5410'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5410'RAILROAD BRIDGE, TO THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND
 DX5410'UNNAMED ROAD RUNNING NORTHWESTERLY, 34 FEET (10.4 M) NORTHWEST OF THE
 DX5410'CENTERLINE OF HIGHLAND SPRINGS AVE. AND 32 FEET (9.8 M) SOUTHWEST OF
 DX5410'THE CENTERLINE OF UNNAMED ROAD, FOUND 3 1/4 INCH STANDARD ALUMINUM
 DX5410'MWD DISK, IN TOP OF 3 FEET (0.9 M) BY 4 FEET (1.2 M) PARTIALLY
 DX5410'EXPOSED BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1102 ***********************************************************************
 FU1102  DESIGNATION -  410+00 CAHD
 FU1102  PID         -  FU1102
 FU1102  STATE/COUNTY-  CA/TULARE
 FU1102  USGS QUAD   -  PIXLEY (1969)
 FU1102
 FU1102                         *CURRENT SURVEY CONTROL
 FU1102  ___________________________________________________________________
 FU1102* NAD 83(1986)-  35 54 02.     (N)    119 16 39.     (W)     SCALED    
 FU1102* NAVD 88     -        82.45   (+/-2cm)     270.5    (feet)  VERTCON   
 FU1102  ___________________________________________________________________
 FU1102  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 FU1102  VERT ORDER  -  THIRD (See Below)
 FU1102
 FU1102.The horizontal coordinates were scaled from a topographic map and have
 FU1102.an estimated accuracy of +/- 6 seconds.
 FU1102
 FU1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1102.The vertical order pertains to the NGVD 29 superseded value.
 FU1102
 FU1102.The geoid height was determined by GEOID03.
 FU1102
 FU1102;                    North         East    Units  Estimated Accuracy
 FU1102;SPC CA 4     -   562,980.    1,974,950.      MT  (+/- 180 meters Scaled)
 FU1102
 FU1102                          SUPERSEDED SURVEY CONTROL
 FU1102
 FU1102  NGVD 29 (??/??/??)   81.63   (m)          267.8    (f) RESET       3  
 FU1102
 FU1102.Superseded values are not recommended for survey control.
 FU1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1102.See file dsdata.txt to determine how the superseded data were derived.
 FU1102
 FU1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV944753(NAD 83)
 FU1102_MARKER: DB = BENCH MARK DISK
 FU1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1102+STABILITY: SURFACE MOTION
 FU1102
 FU1102  HISTORY     - Date     Condition        Report By
 FU1102  HISTORY     - UNK      MONUMENTED       CADH
 FU1102  HISTORY     - 1957     GOOD             NGS
 FU1102  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU1102
 FU1102                          STATION DESCRIPTION
 FU1102
 FU1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1102'1.1 MI N FROM EARLIMART.
 FU1102'1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU1102'FROM THE STATION AT EARLIMART, IN R25E T23S S28, 0.3 MILE NORTH
 FU1102'OF BENCH MARK EARLIMART R.M. 2, BETWEEN THE EAST AND WEST LANES
 FU1102'OF U.S. HIGHWAY 99, 53 FEET EAST OF THE CENTER LINE OF THE WEST
 FU1102'LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE EAST
 FU1102'LANES OF THE HIGHWAY, 1.1 FEET SOUTH OF A STEEL WITNESS POST,
 FU1102'ABOUT 2 FEET LOWER THAN THE EAST LANES OF THE HIGHWAY, AND SET
 FU1102'IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 FU1102
 FU1102                          STATION RECOVERY (1969)
 FU1102
 FU1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5414 ***********************************************************************
 DX5414  DESIGNATION -  411
 DX5414  PID         -  DX5414
 DX5414  STATE/COUNTY-  CA/RIVERSIDE
 DX5414  USGS QUAD   -  SAN JACINTO (1979)
 DX5414
 DX5414                         *CURRENT SURVEY CONTROL
 DX5414  ___________________________________________________________________
 DX5414* NAD 83(1986)-  33 51 17.     (N)    116 57 58.     (W)     SCALED    
 DX5414* NAVD 88     -       592.429  (meters)    1943.66   (feet)  ADJUSTED  
 DX5414  ___________________________________________________________________
 DX5414  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DX5414  DYNAMIC HT  -         591.721 (meters)    1941.34  (feet)  COMP
 DX5414  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 DX5414
 DX5414  VERT ORDER  -  FIRST     CLASS II
 DX5414
 DX5414.The horizontal coordinates were scaled from a topographic map and have
 DX5414.an estimated accuracy of +/- 6 seconds.
 DX5414
 DX5414.The orthometric height was determined by differential leveling
 DX5414.and adjusted in January 1993.
 DX5414
 DX5414.The geoid height was determined by GEOID03.
 DX5414
 DX5414.The dynamic height is computed by dividing the NAVD 88
 DX5414.geopotential number by the normal gravity value computed on the
 DX5414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5414.degrees latitude (g = 980.6199 gals.).
 DX5414
 DX5414.The modeled gravity was interpolated from observed gravity values.
 DX5414
 DX5414;                    North         East    Units  Estimated Accuracy
 DX5414;SPC CA 6     -   687,440.    1,933,730.      MT  (+/- 180 meters Scaled)
 DX5414
 DX5414                          SUPERSEDED SURVEY CONTROL
 DX5414
 DX5414.No superseded survey control is available for this station.
 DX5414
 DX5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT031460(NAD 83)
 DX5414_MARKER: DB = BENCH MARK DISK
 DX5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5414_SP_SET: CONCRETE POST
 DX5414_STAMPING: 411 1992
 DX5414_MARK LOGO: MWDSC 
 DX5414_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5414+STABILITY: SURFACE MOTION
 DX5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5414+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5414
 DX5414  HISTORY     - Date     Condition        Report By
 DX5414  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5414
 DX5414                          STATION DESCRIPTION
 DX5414
 DX5414'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5414'IN BANNING, 6.9 MILES (11.1 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5414'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5414'RAILROAD BRIDGE, APPROXIMATELY 210 FEET (64.0 M) NORTH OF HELICOPTER
 DX5414'PAD, 80 FEET (24.4 M) WEST OF CONCRETE  BUILDING PAD, 50 FEET
 DX5414'(15.2 M) EAST OF POLE NO. LPC405, FOUND 3 INCH STANDARD BRASS MWD
 DX5414'DISK IN TOP OF 8 INCH DIAMETER CONCRETE POST, 4 INCHES ABOVE THE
 DX5414'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5296 ***********************************************************************
 HS5296  DESIGNATION -  411.31=313
 HS5296  PID         -  HS5296
 HS5296  STATE/COUNTY-  CA/SANTA CRUZ
 HS5296  USGS QUAD   -  LOMA PRIETA (1996)
 HS5296
 HS5296                         *CURRENT SURVEY CONTROL
 HS5296  ___________________________________________________________________
 HS5296* NAD 83(1986)-  37 00 59.     (N)    121 47 19.     (W)     SCALED    
 HS5296* NAVD 88     -       126.460  (meters)     414.89   (feet)  ADJUSTED  
 HS5296  ___________________________________________________________________
 HS5296  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HS5296  DYNAMIC HT  -         126.364 (meters)     414.58  (feet)  COMP
 HS5296  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 HS5296
 HS5296  VERT ORDER  -  FIRST     CLASS II
 HS5296
 HS5296.The horizontal coordinates were scaled from a topographic map and have
 HS5296.an estimated accuracy of +/- 6 seconds.
 HS5296
 HS5296.The orthometric height was determined by differential leveling
 HS5296.and adjusted in February 1993.
 HS5296
 HS5296.The geoid height was determined by GEOID03.
 HS5296
 HS5296.The dynamic height is computed by dividing the NAVD 88
 HS5296.geopotential number by the normal gravity value computed on the
 HS5296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5296.degrees latitude (g = 980.6199 gals.).
 HS5296
 HS5296.The modeled gravity was interpolated from observed gravity values.
 HS5296
 HS5296;                    North         East    Units  Estimated Accuracy
 HS5296;SPC CA 3     -   558,100.    1,885,330.      MT  (+/- 180 meters Scaled)
 HS5296
 HS5296                          SUPERSEDED SURVEY CONTROL
 HS5296
 HS5296  NGVD 29 (10/21/93)  125.626  (m)          412.16   (f) ADJUSTED    1 2
 HS5296
 HS5296.Superseded values are not recommended for survey control.
 HS5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5296.See file dsdata.txt to determine how the superseded data were derived.
 HS5296
 HS5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF077973(NAD 83)
 HS5296_MARKER: DD = SURVEY DISK
 HS5296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5296_SP_SET: RETAINING WALL
 HS5296_STAMPING: A B 10 411.31
 HS5296_MARK LOGO: CA-087
 HS5296_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5296+STABILITY: SURFACE MOTION
 HS5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5296+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 HS5296
 HS5296  HISTORY     - Date     Condition        Report By
 HS5296  HISTORY     - UNK      MONUMENTED       CA-087
 HS5296  HISTORY     - 19900417 GOOD             NGS
 HS5296
 HS5296                          STATION DESCRIPTION
 HS5296
 HS5296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5296'3.1 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5296'WITH MAIN STREET IN WATSONVILLE, THENCE 2.4 KM (1.5 MI) WESTERLY
 HS5296'ALONG HOLOHAN ROAD, THENCE 6.0 KM (3.7 MI) NORTHERLY ALONG GREEN
 HS5296'VALLEY ROAD, THENCE 3.46 KM (2.15 MI) ALONG BROWNS VALLEY ROAD, TOP
 HS5296'OF THE RETAINING WALL OF A CHECK DAM ACROSS BROWNS CREEK, 8.6 M
 HS5296'(28.2 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT)
 HS5296'NORTHWEST OF THE NORTHWEST EDGE OF A SPILLWAY OF THE DAM, AND 0.6 M
 HS5296'(2.0 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5411 ***********************************************************************
 DX5411  DESIGNATION -  412
 DX5411  PID         -  DX5411
 DX5411  STATE/COUNTY-  CA/RIVERSIDE
 DX5411  USGS QUAD   -  SAN JACINTO (1979)
 DX5411
 DX5411                         *CURRENT SURVEY CONTROL
 DX5411  ___________________________________________________________________
 DX5411* NAD 83(1986)-  33 51 19.     (N)    116 58 21.     (W)     SCALED    
 DX5411* NAVD 88     -       578.921  (meters)    1899.34   (feet)  ADJUSTED  
 DX5411  ___________________________________________________________________
 DX5411  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DX5411  DYNAMIC HT  -         578.231 (meters)    1897.08  (feet)  COMP
 DX5411  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 DX5411
 DX5411  VERT ORDER  -  FIRST     CLASS II
 DX5411
 DX5411.The horizontal coordinates were scaled from a topographic map and have
 DX5411.an estimated accuracy of +/- 6 seconds.
 DX5411
 DX5411.The orthometric height was determined by differential leveling
 DX5411.and adjusted in January 1993.
 DX5411
 DX5411.The geoid height was determined by GEOID03.
 DX5411
 DX5411.The dynamic height is computed by dividing the NAVD 88
 DX5411.geopotential number by the normal gravity value computed on the
 DX5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5411.degrees latitude (g = 980.6199 gals.).
 DX5411
 DX5411.The modeled gravity was interpolated from observed gravity values.
 DX5411
 DX5411;                    North         East    Units  Estimated Accuracy
 DX5411;SPC CA 6     -   687,510.    1,933,140.      MT  (+/- 180 meters Scaled)
 DX5411
 DX5411                          SUPERSEDED SURVEY CONTROL
 DX5411
 DX5411.No superseded survey control is available for this station.
 DX5411
 DX5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT025461(NAD 83)
 DX5411_MARKER: DB = BENCH MARK DISK
 DX5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5411_SP_SET: CONCRETE POST
 DX5411_STAMPING: 412 1992
 DX5411_MARK LOGO: MWDSC 
 DX5411_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5411+STABILITY: SURFACE MOTION
 DX5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5411+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5411
 DX5411  HISTORY     - Date     Condition        Report By
 DX5411  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5411
 DX5411                          STATION DESCRIPTION
 DX5411
 DX5411'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5411'IN BANNING, 7.2 MILES (11.6 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5411'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5411'RAILROAD BRIDGE, APPROXIMATELY 1000 FEET (304.8 M) SOUTHWEST ALONG
 DX5411'HIGHLAND SPRINGS AVE. FROM END OF ASPHALT PAVEMENT, APPROXIMATELY 140
 DX5411'FEET (42.7 M) SOUTHEAST OF 8 FEET (2.4 M) BY 10 FEET (3.0 M) CONCRETE
 DX5411'BUNKER, 19 FEET (5.8 M) SOUTHEAST OF HIGHLAND SPRINGS AVE., FOUND 3
 DX5411'INCH STANDARD BRASS MWD DISK, IN TOP OF 8 INCH DIAMETER CONCRETE
 DX5411'POST, 4 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5289 ***********************************************************************
 HS5289  DESIGNATION -  412.23=317
 HS5289  PID         -  HS5289
 HS5289  STATE/COUNTY-  CA/SANTA CRUZ
 HS5289  USGS QUAD   -  MT MADONNA (1994)
 HS5289
 HS5289                         *CURRENT SURVEY CONTROL
 HS5289  ___________________________________________________________________
 HS5289* NAD 83(1986)-  37 00 06.     (N)    121 44 24.     (W)     SCALED    
 HS5289* NAVD 88     -       126.824  (meters)     416.09   (feet)  ADJUSTED  
 HS5289  ___________________________________________________________________
 HS5289  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HS5289  DYNAMIC HT  -         126.727 (meters)     415.77  (feet)  COMP
 HS5289  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 HS5289
 HS5289  VERT ORDER  -  FIRST     CLASS II
 HS5289
 HS5289.The horizontal coordinates were scaled from a topographic map and have
 HS5289.an estimated accuracy of +/- 6 seconds.
 HS5289
 HS5289.The orthometric height was determined by differential leveling
 HS5289.and adjusted in February 1993.
 HS5289
 HS5289.The geoid height was determined by GEOID03.
 HS5289
 HS5289.The dynamic height is computed by dividing the NAVD 88
 HS5289.geopotential number by the normal gravity value computed on the
 HS5289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5289.degrees latitude (g = 980.6199 gals.).
 HS5289
 HS5289.The modeled gravity was interpolated from observed gravity values.
 HS5289
 HS5289;                    North         East    Units  Estimated Accuracy
 HS5289;SPC CA 3     -   556,410.    1,889,630.      MT  (+/- 180 meters Scaled)
 HS5289
 HS5289                          SUPERSEDED SURVEY CONTROL
 HS5289
 HS5289  NGVD 29 (10/21/93)  125.990  (m)          413.35   (f) ADJUSTED    1 2
 HS5289
 HS5289.Superseded values are not recommended for survey control.
 HS5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5289.See file dsdata.txt to determine how the superseded data were derived.
 HS5289
 HS5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF121957(NAD 83)
 HS5289_MARKER: DD = SURVEY DISK
 HS5289_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HS5289_SP_SET: ABUTMENT
 HS5289_STAMPING: A.B.14 412.23
 HS5289_MARK LOGO: CA-087
 HS5289_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5289+STABILITY: SURFACE MOTION
 HS5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5289+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 HS5289
 HS5289  HISTORY     - Date     Condition        Report By
 HS5289  HISTORY     - UNK      MONUMENTED       CA-087
 HS5289  HISTORY     - 19900417 GOOD             NGS
 HS5289
 HS5289                          STATION DESCRIPTION
 HS5289
 HS5289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5289'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5289'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 HS5289'ALONG CASSERLY ROAD, THENCE 2.3 KM (1.4 MI) NORTHERLY ALONG MT
 HS5289'MADONNA ROAD, THENCE 1.07 KM (0.66 MI) NORTHWESTERLY ALONG HAZEL DELL
 HS5289'ROAD, 0.6 M (2.0 FT) WEST OF THE EAST END OF THE ABUTMENT OF A BRIDGE
 HS5289'SPANNING A CREEK, 76.0 M (249.3 FT) NORTH OF THE EXTENDED CENTER OF
 HS5289'GREEN VALLEY ROAD, 3.3 M (10.8 FT) NORTH OF THE CENTERLINE OF THE
 HS5289'ROAD, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1511 ***********************************************************************
 EW1511  DESIGNATION -  412.291 C OF LA
 EW1511  PID         -  EW1511
 EW1511  STATE/COUNTY-  CA/LOS ANGELES
 EW1511  USGS QUAD   -  HOLLYWOOD (1994)
 EW1511
 EW1511                         *CURRENT SURVEY CONTROL
 EW1511  ___________________________________________________________________
 EW1511* NAD 83(1986)-  34 05 50.     (N)    118 21 57.     (W)     SCALED    
 EW1511* NAVD 88     -       126.45   (+/-2cm)     414.9    (feet)  VERTCON   
 EW1511  ___________________________________________________________________
 EW1511  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EW1511  VERT ORDER  -  THIRD (See Below)
 EW1511
 EW1511.The horizontal coordinates were scaled from a topographic map and have
 EW1511.an estimated accuracy of +/- 6 seconds.
 EW1511
 EW1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1511.The vertical order pertains to the NGVD 29 superseded value.
 EW1511
 EW1511.The geoid height was determined by GEOID03.
 EW1511
 EW1511;                    North         East    Units  Estimated Accuracy
 EW1511;SPC CA 5     -   566,310.    1,966,240.      MT  (+/- 180 meters Scaled)
 EW1511
 EW1511                          SUPERSEDED SURVEY CONTROL
 EW1511
 EW1511  NGVD 29 (??/??/??)  125.67   (m)          412.3    (f) RESET       3  
 EW1511
 EW1511.Superseded values are not recommended for survey control.
 EW1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1511.See file dsdata.txt to determine how the superseded data were derived.
 EW1511
 EW1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740737(NAD 83)
 EW1511_MARKER: S = SPIKE
 EW1511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1511_SP_SET: CONCRETE CURB
 EW1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1511
 EW1511  HISTORY     - Date     Condition        Report By
 EW1511  HISTORY     - UNK      MONUMENTED       CA1980
 EW1511  HISTORY     - 1945     GOOD             NGS
 EW1511
 EW1511                          STATION DESCRIPTION
 EW1511
 EW1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1511'AT LOS ANGELES.
 EW1511'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND CRESCENT
 EW1511'HEIGHTS BOULEVARD, IN THE NORTH CURB OF SUNSET BOULEVARD, 14.1
 EW1511'FEET EAST OF THE EAST CENTERLINE OF CRESCENT HEIGHTS BOULEVARD AND
 EW1511'AT THE WEST END OF A STORM DRAIN.  A CUT SPIKE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1519 ***********************************************************************
 JS1519  DESIGNATION -  413
 JS1519  PID         -  JS1519
 JS1519  STATE/COUNTY-  CA/SOLANO
 JS1519  USGS QUAD   -  ALLENDALE (1978)
 JS1519
 JS1519                         *CURRENT SURVEY CONTROL
 JS1519  ___________________________________________________________________
 JS1519* NAD 83(1986)-  38 25 02.     (N)    121 57 30.     (W)     SCALED    
 JS1519* NAVD 88     -        41.04   (+/-2cm)     134.6    (feet)  VERTCON   
 JS1519  ___________________________________________________________________
 JS1519  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JS1519  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1519
 JS1519.The horizontal coordinates were scaled from a topographic map and have
 JS1519.an estimated accuracy of +/- 6 seconds.
 JS1519
 JS1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1519.The vertical order pertains to the NGVD 29 superseded value.
 JS1519
 JS1519.The geoid height was determined by GEOID03.
 JS1519
 JS1519;                    North         East    Units  Estimated Accuracy
 JS1519;SPC CA 2     -   583,320.    2,003,640.      MT  (+/- 180 meters Scaled)
 JS1519
 JS1519                          SUPERSEDED SURVEY CONTROL
 JS1519
 JS1519  NGVD 29 (??/??/92)   40.243  (m)          132.03   (f) ADJ UNCH    1 2
 JS1519
 JS1519.Superseded values are not recommended for survey control.
 JS1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1519.See file dsdata.txt to determine how the superseded data were derived.
 JS1519
 JS1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH909526(NAD 83)
 JS1519_MARKER: DD = SURVEY DISK
 JS1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1519_SP_SET: BRIDGE
 JS1519_STAMPING: 413 22214
 JS1519_MARK LOGO: BOR   
 JS1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1519
 JS1519  HISTORY     - Date     Condition        Report By
 JS1519  HISTORY     - UNK      MONUMENTED       BOR
 JS1519  HISTORY     - 1967     GOOD             CGS
 JS1519
 JS1519                          STATION DESCRIPTION
 JS1519
 JS1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JS1519'5.2 MI N FROM VACAVILLE.
 JS1519'0.3 MILE EAST ALONG EAST MONTE VISTA AVENUE FROM THE JUNCTION
 JS1519'OF MC CLELLAN STREET AT VACAVILLE, THENCE 4.15 MILES NORTH ALONG
 JS1519'BROWN STREET AND BROWN VALLEY ROAD, THENCE 0.15 MILE EAST AND
 JS1519'NORTH ALONG CANTELOWE ROAD, THENCE 0.55 MILE EAST ALONG MIDWAY
 JS1519'ROAD, AT THE JUNCTION OF PUTMAN ROAD, IN THE TOP AND 0.6 FOOT
 JS1519'WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF A CONCRETE
 JS1519'BRIDGE OVER PUTAH SOUTH CANAL, 18 FEET NORTH OF THE CENTER LINE
 JS1519'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5412 ***********************************************************************
 DX5412  DESIGNATION -  413
 DX5412  PID         -  DX5412
 DX5412  STATE/COUNTY-  CA/RIVERSIDE
 DX5412  USGS QUAD   -  SAN JACINTO (1979)
 DX5412
 DX5412                         *CURRENT SURVEY CONTROL
 DX5412  ___________________________________________________________________
 DX5412* NAD 83(1986)-  33 51 04.     (N)    116 58 48.     (W)     SCALED    
 DX5412* NAVD 88     -       557.226  (meters)    1828.17   (feet)  ADJUSTED  
 DX5412  ___________________________________________________________________
 DX5412  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DX5412  DYNAMIC HT  -         556.562 (meters)    1825.99  (feet)  COMP
 DX5412  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DX5412
 DX5412  VERT ORDER  -  FIRST     CLASS II
 DX5412
 DX5412.The horizontal coordinates were scaled from a topographic map and have
 DX5412.an estimated accuracy of +/- 6 seconds.
 DX5412
 DX5412.The orthometric height was determined by differential leveling
 DX5412.and adjusted in January 1993.
 DX5412
 DX5412.The geoid height was determined by GEOID03.
 DX5412
 DX5412.The dynamic height is computed by dividing the NAVD 88
 DX5412.geopotential number by the normal gravity value computed on the
 DX5412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5412.degrees latitude (g = 980.6199 gals.).
 DX5412
 DX5412.The modeled gravity was interpolated from observed gravity values.
 DX5412
 DX5412;                    North         East    Units  Estimated Accuracy
 DX5412;SPC CA 6     -   687,050.    1,932,440.      MT  (+/- 180 meters Scaled)
 DX5412
 DX5412                          SUPERSEDED SURVEY CONTROL
 DX5412
 DX5412.No superseded survey control is available for this station.
 DX5412
 DX5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT018456(NAD 83)
 DX5412_MARKER: DB = BENCH MARK DISK
 DX5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5412_SP_SET: CONCRETE POST
 DX5412_STAMPING: 413 1992
 DX5412_MARK LOGO: MWDSC 
 DX5412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5412+STABILITY: SURFACE MOTION
 DX5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5412+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5412
 DX5412  HISTORY     - Date     Condition        Report By
 DX5412  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5412
 DX5412                          STATION DESCRIPTION
 DX5412
 DX5412'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5412'IN BANNING, 7.7 MILES (12.4 KM) SOUTH ALONG HIGHLAND SPRINGS AVE. FROM
 DX5412'THE INTERSECTION OF HIGHLAND SPRINGS AVE. AND THE SOUTHERN PACIFIC
 DX5412'RAILROAD BRIDGE TO DIRT ROAD GOING SOUTH INTO MASSACRE CANYON, 0.3
 DX5412'MILES (0.5 KM) FROM TURN OFF, APPROXIMATELY 370 FEET (112.8 M) BEFORE
 DX5412'DIRT ROAD CROSSES RIVER BED, 120 FEET (36.6 M) NORTH OF RIVER BED, 3
 DX5412'FEET (0.9 M) NORTHWEST OF 4 FEET (1.2 M) BY 5 FEET (1.5 M) BOULDER,
 DX5412'FOUND 3 INCH STANDARD BRASS MWD DISK IN TOP OF 8 INCH DIAMETER
 DX5412'CONCRETE POST, 4 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0552 ***********************************************************************
 DC0552  DESIGNATION -  4132 USGS
 DC0552  PID         -  DC0552
 DC0552  STATE/COUNTY-  CA/SAN DIEGO
 DC0552  USGS QUAD   -  CUYAMACA PEAK (1960)
 DC0552
 DC0552                         *CURRENT SURVEY CONTROL
 DC0552  ___________________________________________________________________
 DC0552* NAD 83(1986)-  32 55 27.     (N)    116 33 56.     (W)     SCALED    
 DC0552* NAVD 88     -      1260.02   (+/-2cm)    4133.9    (feet)  VERTCON   
 DC0552  ___________________________________________________________________
 DC0552  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DC0552  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0552
 DC0552.The horizontal coordinates were scaled from a topographic map and have
 DC0552.an estimated accuracy of +/- 6 seconds.
 DC0552
 DC0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0552.The vertical order pertains to the NGVD 29 superseded value.
 DC0552
 DC0552.The geoid height was determined by GEOID03.
 DC0552
 DC0552;                    North         East    Units  Estimated Accuracy
 DC0552;SPC CA 6     -   584,050.    1,970,490.      MT  (+/- 180 meters Scaled)
 DC0552
 DC0552                          SUPERSEDED SURVEY CONTROL
 DC0552
 DC0552  NGVD 29 (??/??/??) 1259.238  (m)         4131.35   (f) ADJUSTED    1 2
 DC0552
 DC0552.Superseded values are not recommended for survey control.
 DC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0552.See file dsdata.txt to determine how the superseded data were derived.
 DC0552
 DC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS406429(NAD 83)
 DC0552_MARKER: P = PIPE CAP
 DC0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DC0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DC0552_STAMPING: 4132 SD
 DC0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0552
 DC0552  HISTORY     - Date     Condition        Report By
 DC0552  HISTORY     - UNK      MONUMENTED       USGS
 DC0552  HISTORY     - 1935     GOOD             NGS
 DC0552  HISTORY     - 1970     GOOD             CA-073
 DC0552  HISTORY     - 1978     MARK NOT FOUND   NGS
 DC0552
 DC0552                          STATION DESCRIPTION
 DC0552
 DC0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DC0552'7.9 MI NW FROM GUATAY.
 DC0552'7.9 MILES NORTHWEST ALONG U.S. HIGHWAY 80 AND STATE HIGHWAY 79
 DC0552'FROM GUATAY, SAN DIEGO COUNTY, 1.1 MILES NORTHWEST OF WOODEN
 DC0552'BRIDGE NO. 5756, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 DC0552'LEADING TO CUYAMACA STATE PARK HEADQUARTERS, ON THE SOUTHEAST
 DC0552'SLOPE OF A HILL, 80 YARDS NORTHWEST OF THE CENTERLINE OF THE
 DC0552'HIGHWAY, 255 FEET NORTH OF THE NORTHWEST END OF CULVERT NO.
 DC0552'MI-A 6.13, AND 20 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL
 DC0552'FLOOD DITCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DC0552'STAMPED 4132 SD AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DC0552'PIPE PROJECTING 1 FOOT ABOVE GROUND.
 DC0552
 DC0552                          STATION RECOVERY (1970)
 DC0552
 DC0552'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0552'RECOVERED IN GOOD CONDITION.
 DC0552
 DC0552                          STATION RECOVERY (1978)
 DC0552
 DC0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0486 ***********************************************************************
 LU0486  DESIGNATION -  4139.5 USGS
 LU0486  PID         -  LU0486
 LU0486  STATE/COUNTY-  CA/SHASTA
 LU0486  USGS QUAD   -  
 LU0486
 LU0486                         *CURRENT SURVEY CONTROL
 LU0486  ___________________________________________________________________
 LU0486* NAD 83(1986)-  40 29 05.     (N)    122 45 07.     (W)     SCALED    
 LU0486* NAVD 88     -      1262.60   (+/-2cm)    4142.4    (feet)  VERTCON   
 LU0486  ___________________________________________________________________
 LU0486  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 LU0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0486
 LU0486.The horizontal coordinates were scaled from a topographic map and have
 LU0486.an estimated accuracy of +/- 6 seconds.
 LU0486
 LU0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0486.The vertical order pertains to the NGVD 29 superseded value.
 LU0486
 LU0486.The geoid height was determined by GEOID03.
 LU0486
 LU0486;                    North         East    Units  Estimated Accuracy
 LU0486;SPC CA 1     -   628,120.    1,936,250.      MT  (+/- 180 meters Scaled)
 LU0486
 LU0486                          SUPERSEDED SURVEY CONTROL
 LU0486
 LU0486  NGVD 29 (??/??/92) 1261.722  (m)         4139.50   (f) ADJ UNCH    2 0
 LU0486
 LU0486.Superseded values are not recommended for survey control.
 LU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0486.See file dsdata.txt to determine how the superseded data were derived.
 LU0486
 LU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK210815(NAD 83)
 LU0486_MARKER: S = SPIKE
 LU0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0486_SP_SET: TREE
 LU0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0486
 LU0486  HISTORY     - Date     Condition        Report By
 LU0486  HISTORY     - UNK      MONUMENTED       USGS
 LU0486  HISTORY     - 1949     GOOD             NGS
 LU0486
 LU0486                          STATION DESCRIPTION
 LU0486
 LU0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0486'14.7 MI W FROM ONO.
 LU0486'7.6 MILES SOUTHWEST ALONG THE PLATINA ROAD FROM THE POST OFFICE
 LU0486'AT ONO, THENCE 7.1 MILES NORTHWEST ALONG THE BULLY CHOOP ROAD,
 LU0486'11 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, DRIVEN IN
 LU0486'THE NORTHEAST SIDE OF A 24-INCH PINE TREE, AND ABOUT 0.5 FOOT
 LU0486'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5415 ***********************************************************************
 DX5415  DESIGNATION -  414
 DX5415  PID         -  DX5415
 DX5415  STATE/COUNTY-  CA/RIVERSIDE
 DX5415  USGS QUAD   -  SAN JACINTO (1979)
 DX5415
 DX5415                         *CURRENT SURVEY CONTROL
 DX5415  ___________________________________________________________________
 DX5415* NAD 83(1986)-  33 50 53.     (N)    116 59 30.     (W)     SCALED    
 DX5415* NAVD 88     -       506.186  (meters)    1660.71   (feet)  ADJUSTED  
 DX5415  ___________________________________________________________________
 DX5415  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DX5415  DYNAMIC HT  -         505.588 (meters)    1658.75  (feet)  COMP
 DX5415  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 DX5415
 DX5415  VERT ORDER  -  FIRST     CLASS II
 DX5415
 DX5415.The horizontal coordinates were scaled from a topographic map and have
 DX5415.an estimated accuracy of +/- 6 seconds.
 DX5415
 DX5415.The orthometric height was determined by differential leveling
 DX5415.and adjusted in January 1993.
 DX5415
 DX5415.The geoid height was determined by GEOID03.
 DX5415
 DX5415.The dynamic height is computed by dividing the NAVD 88
 DX5415.geopotential number by the normal gravity value computed on the
 DX5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5415.degrees latitude (g = 980.6199 gals.).
 DX5415
 DX5415.The modeled gravity was interpolated from observed gravity values.
 DX5415
 DX5415;                    North         East    Units  Estimated Accuracy
 DX5415;SPC CA 6     -   686,720.    1,931,360.      MT  (+/- 180 meters Scaled)
 DX5415
 DX5415                          SUPERSEDED SURVEY CONTROL
 DX5415
 DX5415.No superseded survey control is available for this station.
 DX5415
 DX5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT007453(NAD 83)
 DX5415_MARKER: S = SPIKE
 DX5415_SETTING: 66 = SET IN ROCK OUTCROP
 DX5415_SP_SET: ROCK LEDGE
 DX5415_MARK LOGO: NONE  
 DX5415_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX5415+STABILITY: POSITION/ELEVATION WELL
 DX5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5415+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5415
 DX5415  HISTORY     - Date     Condition        Report By
 DX5415  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5415
 DX5415                          STATION DESCRIPTION
 DX5415
 DX5415'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5415'5.1 MILES (8.2 KM) NORTHWEST OF THE TOWN OF SAN JACINTO, 0.55 MILES
 DX5415'(0.89 KM) NORTH ALONG MASSACRE CANYON FROM THE STATE HIGHWAY 79,
 DX5415'APPROXIMATELY 300 FEET (91.4 M) NORTH OF BENCH MARK 40 G, FOUND GEAR
 DX5415'SPIKE 7 FEET (2.1 M) BELOW TOP OF 40 FEET (12.2 M) HIGH WATERFALL
 DX5415'DRIVEN IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1025 ***********************************************************************
 HT1025  DESIGNATION -  414.62 EBWCO
 HT1025  PID         -  HT1025
 HT1025  STATE/COUNTY-  CA/CONTRA COSTA
 HT1025  USGS QUAD   -  RICHMOND (1993)
 HT1025
 HT1025                         *CURRENT SURVEY CONTROL
 HT1025  ___________________________________________________________________
 HT1025* NAD 83(1986)-  37 54 05.     (N)    122 17 09.     (W)     SCALED    
 HT1025* NAVD 88     -       127.28   (+/-2cm)     417.6    (feet)  VERTCON   
 HT1025  ___________________________________________________________________
 HT1025  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HT1025  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1025
 HT1025.The horizontal coordinates were scaled from a topographic map and have
 HT1025.an estimated accuracy of +/- 6 seconds.
 HT1025
 HT1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1025.The vertical order pertains to the NGVD 29 superseded value.
 HT1025
 HT1025.The geoid height was determined by GEOID03.
 HT1025
 HT1025;                    North         East    Units  Estimated Accuracy
 HT1025;SPC CA 3     -   657,030.    1,842,960.      MT  (+/- 180 meters Scaled)
 HT1025
 HT1025                          SUPERSEDED SURVEY CONTROL
 HT1025
 HT1025  NGVD 29 (??/??/92)  126.444  (m)          414.84   (f) ADJ UNCH    1 2
 HT1025
 HT1025.Superseded values are not recommended for survey control.
 HT1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1025.See file dsdata.txt to determine how the superseded data were derived.
 HT1025
 HT1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG627951(NAD 83)
 HT1025_MARKER: DD = SURVEY DISK
 HT1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1025_SP_SET: CONCRETE BLOCK
 HT1025_STAMPING: 414.62
 HT1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1025
 HT1025  HISTORY     - Date     Condition        Report By
 HT1025  HISTORY     - UNK      MONUMENTED       EBMUD
 HT1025  HISTORY     - 1962     GOOD             NGS
 HT1025
 HT1025                          STATION DESCRIPTION
 HT1025
 HT1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT1025'AT EL CERRITO.
 HT1025'AT EL CERRITO, 43 YARDS SOUTHWEST OF THE INTERSECTON OF LENOX AND
 HT1025'BEVERLY ROADS, AT THE OLD, ABANDONED, KENSINGTON WATER STORAGE
 HT1025'TANK, AT THE NORTH EDGE OF THE PATIO IN THE BACK YARD OF THE
 HT1025'HOUSE AT 26 LENOX ROAD, IN THE TOP OF THE NORTHWEST CORNER OF A
 HT1025'3X4-FOOT CONCRETE BLOCK WITH AN IRON COVER LEADING DOWN INTO THE
 HT1025'OLD, CONCRETE TANK, AND PROJECTING ABOUT 3 FEET ABOVE THE PATIO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0196 ***********************************************************************
 LU0196  DESIGNATION -  414.7
 LU0196  PID         -  LU0196
 LU0196  STATE/COUNTY-  CA/SHASTA
 LU0196  USGS QUAD   -  COTTONWOOD (1965)
 LU0196
 LU0196                         *CURRENT SURVEY CONTROL
 LU0196  ___________________________________________________________________
 LU0196* NAD 83(1986)-  40 27 40.     (N)    122 17 43.     (W)     SCALED    
 LU0196* NAVD 88     -       127.218  (meters)     417.38   (feet)  ADJUSTED  
 LU0196  ___________________________________________________________________
 LU0196  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 LU0196  DYNAMIC HT  -         127.153 (meters)     417.17  (feet)  COMP
 LU0196  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LU0196
 LU0196  VERT ORDER  -  FIRST     CLASS II
 LU0196
 LU0196.The horizontal coordinates were scaled from a topographic map and have
 LU0196.an estimated accuracy of +/- 6 seconds.
 LU0196
 LU0196.The orthometric height was determined by differential leveling
 LU0196.and adjusted in June 1991.
 LU0196
 LU0196.The geoid height was determined by GEOID03.
 LU0196
 LU0196.The dynamic height is computed by dividing the NAVD 88
 LU0196.geopotential number by the normal gravity value computed on the
 LU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0196.degrees latitude (g = 980.6199 gals.).
 LU0196
 LU0196.The modeled gravity was interpolated from observed gravity values.
 LU0196
 LU0196;                    North         East    Units  Estimated Accuracy
 LU0196;SPC CA 1     -   625,270.    1,974,960.      MT  (+/- 180 meters Scaled)
 LU0196
 LU0196                          SUPERSEDED SURVEY CONTROL
 LU0196
 LU0196  NGVD 29 (??/??/92)  126.434  (m)          414.81   (f) ADJ UNCH    1 2
 LU0196
 LU0196.Superseded values are not recommended for survey control.
 LU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0196.See file dsdata.txt to determine how the superseded data were derived.
 LU0196
 LU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK597791(NAD 83)
 LU0196_MARKER: Q = CHISELED SQUARE
 LU0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0196_SP_SET: WELL BOX
 LU0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0196
 LU0196  HISTORY     - Date     Condition        Report By
 LU0196  HISTORY     - UNK      MONUMENTED       USGS
 LU0196  HISTORY     - 1949     GOOD             NGS
 LU0196  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0196
 LU0196                          STATION DESCRIPTION
 LU0196
 LU0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0196'1 MI N FROM ANDERSON.
 LU0196'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 LU0196'FROM THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 0.9 MILE
 LU0196'NORTH ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD LEADING TO REDDING
 LU0196'MUNICIPAL AIRPORT), 430 FEET NORTH OF A BRIDGE OVER AN IRRIGATION
 LU0196'CANAL, 169 FEET NORTH-NORTHWEST ACROSS THE ROAD FROM BENCH
 LU0196'MARK D 742 DESCRIBED ABOVE, 16 FEET WEST OF THE CENTERLINE OF
 LU0196'THE ROAD, ON THE CENTER OF THE TOP OF THE NORTH END OF A CONCRETE
 LU0196'WELL BOX FOR AN IRRIGATION PUMP, ABOVE THE INSCRIPTION USBM 414.7
 LU0196'PAINTED ON THE NORTH FACE OF THE WELL BOX, AND ABOUT 1-1/2 FEET
 LU0196'ABOVE THE GROUND.  A CHISELED SQUARE.
 LU0196
 LU0196                          STATION RECOVERY (1988)
 LU0196
 LU0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0010 ***********************************************************************
 HR0010  DESIGNATION -  4142=M 11
 HR0010  PID         -  HR0010
 HR0010  STATE/COUNTY-  CA/INYO
 HR0010  USGS QUAD   -  LAWS (1994)
 HR0010
 HR0010                         *CURRENT SURVEY CONTROL
 HR0010  ___________________________________________________________________
 HR0010* NAD 83(1986)-  37 26 15.     (N)    118 20 59.     (W)     SCALED    
 HR0010* NAVD 88     -      1263.18   (+/-2cm)    4144.3    (feet)  VERTCON   
 HR0010  ___________________________________________________________________
 HR0010  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 HR0010  VERT ORDER  -  THIRD (See Below)
 HR0010
 HR0010.The horizontal coordinates were scaled from a topographic map and have
 HR0010.an estimated accuracy of +/- 6 seconds.
 HR0010
 HR0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0010.The vertical order pertains to the NGVD 29 superseded value.
 HR0010
 HR0010.The geoid height was determined by GEOID03.
 HR0010
 HR0010;                    North         East    Units  Estimated Accuracy
 HR0010;SPC CA 4     -   733,690.    2,057,550.      MT  (+/- 180 meters Scaled)
 HR0010
 HR0010                          SUPERSEDED SURVEY CONTROL
 HR0010
 HR0010  NGVD 29 (??/??/??) 1262.04   (m)         4140.5    (f) RESET       3  
 HR0010
 HR0010.Superseded values are not recommended for survey control.
 HR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0010.See file dsdata.txt to determine how the superseded data were derived.
 HR0010
 HR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB805442(NAD 83)
 HR0010_MARKER: P = PIPE CAP
 HR0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0010
 HR0010  HISTORY     - Date     Condition        Report By
 HR0010  HISTORY     - UNK      MONUMENTED       USGS
 HR0010  HISTORY     - 1955     MARK NOT FOUND   NGS
 HR0010  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0010
 HR0010                          STATION DESCRIPTION
 HR0010
 HR0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0010'2.5 MI N FROM LAWS.
 HR0010'2.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HR0010'LAWS, INYO COUNTY, 4 POLES SOUTH OF MILEPOST 504, 33 FEET WEST
 HR0010'OF THE TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A UNITED
 HR0010'STATES GEOLOGICAL SURVEY STANDARD DISK, RIVETED ON THE TOP OF A
 HR0010'3-1/2-INCH IRON PIPE.
 HR0010
 HR0010                          STATION RECOVERY (1986)
 HR0010
 HR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0010'NOT RECOVERED.  THE RAILROAD NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0053 ***********************************************************************
 HR0053  DESIGNATION -  4144.38
 HR0053  PID         -  HR0053
 HR0053  STATE/COUNTY-  CA/INYO
 HR0053  USGS QUAD   -  FISH SLOUGH (1994)
 HR0053
 HR0053                         *CURRENT SURVEY CONTROL
 HR0053  ___________________________________________________________________
 HR0053* NAD 83(1986)-  37 22 55.     (N)    118 23 42.     (W)     SCALED    
 HR0053* NAVD 88     -      1264.334  (meters)    4148.07   (feet)  POSTED    
 HR0053  ___________________________________________________________________
 HR0053  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HR0053  DYNAMIC HT  -        1262.900 (meters)    4143.36  (feet)  COMP
 HR0053  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 HR0053
 HR0053  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HR0053
 HR0053.The horizontal coordinates were scaled from a topographic map and have
 HR0053.an estimated accuracy of +/- 6 seconds.
 HR0053
 HR0053.The orthometric height was determined by differential leveling
 HR0053.and adjusted in October 2003.
 HR0053.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HR0053.rate of 1.1 thru 2.0 mm/km.
 HR0053
 HR0053.The geoid height was determined by GEOID03.
 HR0053
 HR0053.The dynamic height is computed by dividing the NAVD 88
 HR0053.geopotential number by the normal gravity value computed on the
 HR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0053.degrees latitude (g = 980.6199 gals.).
 HR0053
 HR0053.The modeled gravity was interpolated from observed gravity values.
 HR0053
 HR0053;                    North         East    Units  Estimated Accuracy
 HR0053;SPC CA 4     -   727,500.    2,053,580.      MT  (+/- 180 meters Scaled)
 HR0053
 HR0053                          SUPERSEDED SURVEY CONTROL
 HR0053
 HR0053  NGVD 29 (??/??/92) 1263.184  (m)         4144.30   (f) ADJ UNCH    1 2
 HR0053
 HR0053.Superseded values are not recommended for survey control.
 HR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0053.See file dsdata.txt to determine how the superseded data were derived.
 HR0053
 HR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764381(NAD 83)
 HR0053_MARKER: DD = SURVEY DISK
 HR0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HR0053_SP_SET: BRIDGE
 HR0053_STAMPING: 4144.38 2 C
 HR0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0053
 HR0053  HISTORY     - Date     Condition        Report By
 HR0053  HISTORY     - UNK      MONUMENTED       CADH
 HR0053  HISTORY     - 1957     GOOD             NGS
 HR0053  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0053
 HR0053                          STATION DESCRIPTION
 HR0053
 HR0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0053'1.3 MI N FROM BISHOP.
 HR0053'0.9 MILE NORTH ALONG U.S. HIGHWAY 395 AND 6 FROM THE BANK OF
 HR0053'AMERICA AT BISHOP, THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAY 6,
 HR0053'AT CONCRETE BRIDGE 48-23 OVER NORTH FORK BISHOP CREEK, IN THE
 HR0053'TOP OF THE CENTER OF THE NORTHWEST CONCRETE WING WALL, 19 FEET
 HR0053'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 HR0053'HIGHWAY.
 HR0053
 HR0053                          STATION RECOVERY (1986)
 HR0053
 HR0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0053'NOT RECOVERED.  BELIEVED DESTROYED BY NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9131 ***********************************************************************
 AH9131  DESIGNATION -  4146
 AH9131  PID         -  AH9131
 AH9131  STATE/COUNTY-  CA/RIVERSIDE
 AH9131  USGS QUAD   -  INDIO (1972)
 AH9131
 AH9131                         *CURRENT SURVEY CONTROL
 AH9131  ___________________________________________________________________
 AH9131* NAD 83(1986)-  33 42 52.     (N)    116 14 06.     (W)     SCALED    
 AH9131* NAVD 88     -         2.246  (meters)       7.37   (feet)  ADJUSTED  
 AH9131  ___________________________________________________________________
 AH9131  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH9131  DYNAMIC HT  -           2.244 (meters)       7.36  (feet)  COMP
 AH9131  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 AH9131
 AH9131  VERT ORDER  -  FIRST     CLASS II
 AH9131
 AH9131.The horizontal coordinates were scaled from a topographic map and have
 AH9131.an estimated accuracy of +/- 6 seconds.
 AH9131
 AH9131.The orthometric height was determined by differential leveling
 AH9131.and adjusted in July 2002.
 AH9131.No vertical observational check was made to the station.
 AH9131
 AH9131.The geoid height was determined by GEOID03.
 AH9131
 AH9131.The dynamic height is computed by dividing the NAVD 88
 AH9131.geopotential number by the normal gravity value computed on the
 AH9131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9131.degrees latitude (g = 980.6199 gals.).
 AH9131
 AH9131.The modeled gravity was interpolated from observed gravity values.
 AH9131
 AH9131;                    North         East    Units  Estimated Accuracy
 AH9131;SPC CA 6     -   671,660.    2,001,390.      MT  (+/- 180 meters Scaled)
 AH9131
 AH9131                          SUPERSEDED SURVEY CONTROL
 AH9131
 AH9131.No superseded survey control is available for this station.
 AH9131
 AH9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT708307(NAD 83)
 AH9131_MARKER: DD = SURVEY DISK
 AH9131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9131_STAMPING: LS 4146
 AH9131_MARK LOGO: NONE  
 AH9131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9131+STABILITY: SURFACE MOTION
 AH9131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9131+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 AH9131
 AH9131  HISTORY     - Date     Condition        Report By
 AH9131  HISTORY     - UNK      MONUMENTED       RBNF
 AH9131  HISTORY     - 19990330 GOOD             NGS
 AH9131
 AH9131                          STATION DESCRIPTION
 AH9131
 AH9131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9131'IN INDIO, IN THE CENTER OF THE INTERSECTION OF 46 AVENUE AND AVENIDA
 AH9131'DEL MAR, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE LEVEL
 AH9131'OF THE HIGHWAY.  NOTE--ACCESS TO THE DISK IS THROUGH AN 8-INCH METAL
 AH9131'PIPE.  THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0946 ***********************************************************************
 HR0946  DESIGNATION -  4148
 HR0946  PID         -  HR0946
 HR0946  STATE/COUNTY-  CA/INYO
 HR0946  USGS QUAD   -  BISHOP (1994)
 HR0946
 HR0946                         *CURRENT SURVEY CONTROL
 HR0946  ___________________________________________________________________
 HR0946* NAD 83(1986)-  37 21 46.     (N)    118 23 55.     (W)     SCALED    
 HR0946* NAVD 88     -      1265.51   (+/-2cm)    4151.9    (feet)  VERTCON   
 HR0946  ___________________________________________________________________
 HR0946  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HR0946  VERT ORDER  -  THIRD (See Below)
 HR0946
 HR0946.The horizontal coordinates were scaled from a topographic map and have
 HR0946.an estimated accuracy of +/- 6 seconds.
 HR0946
 HR0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0946.The vertical order pertains to the NGVD 29 superseded value.
 HR0946
 HR0946.The geoid height was determined by GEOID03.
 HR0946
 HR0946;                    North         East    Units  Estimated Accuracy
 HR0946;SPC CA 4     -   725,370.    2,053,280.      MT  (+/- 180 meters Scaled)
 HR0946
 HR0946                          SUPERSEDED SURVEY CONTROL
 HR0946
 HR0946  NGVD 29 (??/??/??) 1264.35   (m)         4148.1    (f) RESET       3  
 HR0946
 HR0946.Superseded values are not recommended for survey control.
 HR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0946.See file dsdata.txt to determine how the superseded data were derived.
 HR0946
 HR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB761360(NAD 83)
 HR0946_MARKER: DD = SURVEY DISK
 HR0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HR0946_SP_SET: BUILDING
 HR0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0946
 HR0946  HISTORY     - Date     Condition        Report By
 HR0946  HISTORY     - UNK      MONUMENTED       USGS
 HR0946  HISTORY     - 1932     GOOD             NGS
 HR0946
 HR0946                          STATION DESCRIPTION
 HR0946
 HR0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 HR0946'AT BISHOP.
 HR0946'BISHOP IN EAST FACE OF WALL OF FRED H. BULPITTS STORE.  UNDER
 HR0946'FRONT WINDOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0059 ***********************************************************************
 HR0059  DESIGNATION -  4148 RESET
 HR0059  PID         -  HR0059
 HR0059  STATE/COUNTY-  CA/INYO
 HR0059  USGS QUAD   -  BISHOP (1994)
 HR0059
 HR0059                         *CURRENT SURVEY CONTROL
 HR0059  ___________________________________________________________________
 HR0059* NAD 83(1986)-  37 21 45.     (N)    118 23 43.     (W)     SCALED    
 HR0059* NAVD 88     -      1265.293  (meters)    4151.22   (feet)  ADJUSTED  
 HR0059  ___________________________________________________________________
 HR0059  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HR0059  DYNAMIC HT  -        1263.855 (meters)    4146.50  (feet)  COMP
 HR0059  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 HR0059
 HR0059  VERT ORDER  -  FIRST     CLASS II
 HR0059
 HR0059.The horizontal coordinates were scaled from a topographic map and have
 HR0059.an estimated accuracy of +/- 6 seconds.
 HR0059
 HR0059.The orthometric height was determined by differential leveling
 HR0059.and adjusted in June 1991.
 HR0059
 HR0059.The geoid height was determined by GEOID03.
 HR0059
 HR0059.The dynamic height is computed by dividing the NAVD 88
 HR0059.geopotential number by the normal gravity value computed on the
 HR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0059.degrees latitude (g = 980.6199 gals.).
 HR0059
 HR0059.The modeled gravity was interpolated from observed gravity values.
 HR0059
 HR0059;                    North         East    Units  Estimated Accuracy
 HR0059;SPC CA 4     -   725,340.    2,053,570.      MT  (+/- 180 meters Scaled)
 HR0059
 HR0059                          SUPERSEDED SURVEY CONTROL
 HR0059
 HR0059  NGVD 29 (??/??/92) 1264.14   (m)         4147.4    (f) COMPUTED    1 2
 HR0059
 HR0059.Superseded values are not recommended for survey control.
 HR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0059.See file dsdata.txt to determine how the superseded data were derived.
 HR0059
 HR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764360(NAD 83)
 HR0059_MARKER: DD = SURVEY DISK
 HR0059_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HR0059_SP_SET: BUILDING COLUMN
 HR0059_STAMPING: RESET 1940
 HR0059_MARK LOGO: USGS  
 HR0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0059+STABILITY: POSITION/ELEVATION WELL
 HR0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0059+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 HR0059
 HR0059  HISTORY     - Date     Condition        Report By
 HR0059  HISTORY     - 1940     MONUMENTED       USGS
 HR0059  HISTORY     - 1957     GOOD             NGS
 HR0059  HISTORY     - 1986     GOOD             NGS
 HR0059  HISTORY     - 1987     GOOD             NGS
 HR0059  HISTORY     - 19960926 GOOD             NGS
 HR0059  HISTORY     - 20030608 GOOD             USPSQD
 HR0059
 HR0059                          STATION DESCRIPTION
 HR0059
 HR0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0059'AT BISHOP.
 HR0059'AT BISHOP, ON NORTH MAIN STREET, BETWEEN CHURCH STREET AND
 HR0059'ACADEMY AVENUE, AT THE BISHOP THEATER BUILDING, SET VERTICALLY
 HR0059'IN THE EAST FACE OF THE SOUTH CONCRETE DOOR COLUMN, 1.2 FEET
 HR0059'NORTH OF THE NORTH EDGE OF THE DISPLAY WINDOW OF JOSEPHS MARKET,
 HR0059'1.1 FEET SOUTH OF THE NORTH EDGE OF THE COLUMN, AND 4.5 FEET
 HR0059'ABOVE THE CONCRETE SIDEWALK.
 HR0059
 HR0059                          STATION RECOVERY (1986)
 HR0059
 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0059'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.8
 HR0059'MI) SOUTH ALONG MAIN STREET (US HIGHWAY 395) FROM THE JUNCTION OF US
 HR0059'HIGHWAY 6 IN BISHOP, SET VERTICALLY IN THE EAST FACE OF THE BISHOP
 HR0059'TWIN THEATRE BUILDING, 3.4 METERS (11.0 FT) WEST OF THE WEST CURB OF
 HR0059'MAIN STREET, 26.2 METERS (86.0 FT) NORTH OF THE NORTH CURB OF CHURCH
 HR0059'STREET, 0.3 METER (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 HR0059'BUILDING.
 HR0059'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
 HR0059
 HR0059                          STATION RECOVERY (1987)
 HR0059
 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0059'RECOVERED IN GOOD CONDITION.
 HR0059
 HR0059                          STATION RECOVERY (1996)
 HR0059
 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 HR0059'GRAVITY BASE STATION 'BISHOP', DOD 2330-2, IGB 12078 , NHO 32.41, IS
 HR0059'ON SIDEWALK BELOW MARK.
 HR0059
 HR0059                          STATION RECOVERY (2003)
 HR0059
 HR0059'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 HR0059'STAMPING ON MARK IS - RESET 1940 -
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2141 ***********************************************************************
 FU2141  DESIGNATION -  415 B USGS
 FU2141  PID         -  FU2141
 FU2141  STATE/COUNTY-  CA/KERN
 FU2141  USGS QUAD   -  ROSEDALE (1973)
 FU2141
 FU2141                         *CURRENT SURVEY CONTROL
 FU2141  ___________________________________________________________________
 FU2141* NAD 83(1986)-  35 29 30.     (N)    119 09 13.     (W)     SCALED    
 FU2141* NAVD 88     -       127.31   (+/-2cm)     417.7    (feet)  VERTCON   
 FU2141  ___________________________________________________________________
 FU2141  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 FU2141  VERT ORDER  -  THIRD (See Below)
 FU2141
 FU2141.The horizontal coordinates were scaled from a topographic map and have
 FU2141.an estimated accuracy of +/- 6 seconds.
 FU2141
 FU2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2141.The vertical order pertains to the NGVD 29 superseded value.
 FU2141
 FU2141.The geoid height was determined by GEOID03.
 FU2141
 FU2141;                    North         East    Units  Estimated Accuracy
 FU2141;SPC CA 5     -   721,540.    1,895,320.      MT  (+/- 180 meters Scaled)
 FU2141
 FU2141                          SUPERSEDED SURVEY CONTROL
 FU2141
 FU2141  NGVD 29 (??/??/??)  126.48   (m)          415.0    (f) RESET       3  
 FU2141
 FU2141.Superseded values are not recommended for survey control.
 FU2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2141.See file dsdata.txt to determine how the superseded data were derived.
 FU2141
 FU2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV046297(NAD 83)
 FU2141_MARKER: P = PIPE CAP
 FU2141_SETTING: 0 = UNSPECIFIED SETTING
 FU2141_STAMPING: 415 B 1902
 FU2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2141
 FU2141  HISTORY     - Date     Condition        Report By
 FU2141  HISTORY     - 1902     MONUMENTED       USGS
 FU2141
 FU2141                          STATION DESCRIPTION
 FU2141
 FU2141'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FU2141'8.2 MI S FROM FAMOSO.
 FU2141'8.2 MILES SOUTH OF FAMOSA, AT LERDO SIDING.  130 FEET SOUTH OF A
 FU2141'CROSS ROAD, 31 FEET EAST OF TRACK, 27 FEET WEST OF HIGHWAY NO.
 FU2141'99.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2024 ***********************************************************************
 EW2024  DESIGNATION -  415 C OF G
 EW2024  PID         -  EW2024
 EW2024  STATE/COUNTY-  CA/LOS ANGELES
 EW2024  USGS QUAD   -  BURBANK (1994)
 EW2024
 EW2024                         *CURRENT SURVEY CONTROL
 EW2024  ___________________________________________________________________
 EW2024* NAD 83(1986)-  34 08 32.     (N)    118 15 28.     (W)     SCALED    
 EW2024* NAVD 88     -       155.91   (+/-2cm)     511.5    (feet)  VERTCON   
 EW2024  ___________________________________________________________________
 EW2024  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW2024  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2024
 EW2024.The horizontal coordinates were scaled from a topographic map and have
 EW2024.an estimated accuracy of +/- 6 seconds.
 EW2024
 EW2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2024.The vertical order pertains to the NGVD 29 superseded value.
 EW2024
 EW2024.The geoid height was determined by GEOID03.
 EW2024
 EW2024;                    North         East    Units  Estimated Accuracy
 EW2024;SPC CA 5     -   571,270.    1,976,230.      MT  (+/- 180 meters Scaled)
 EW2024
 EW2024                          SUPERSEDED SURVEY CONTROL
 EW2024
 EW2024  NGVD 29 (??/??/92)  155.12   (m)          508.9    (f) COMPUTED    1 2
 EW2024
 EW2024.Superseded values are not recommended for survey control.
 EW2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2024.See file dsdata.txt to determine how the superseded data were derived.
 EW2024
 EW2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT840786(NAD 83)
 EW2024_MARKER: Z = SEE DESCRIPTION
 EW2024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2024_SP_SET: CURB
 EW2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2024
 EW2024  HISTORY     - Date     Condition        Report By
 EW2024  HISTORY     - UNK      MONUMENTED       CA1430
 EW2024  HISTORY     - 1955     GOOD             NGS
 EW2024  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW2024
 EW2024                          STATION DESCRIPTION
 EW2024
 EW2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2024'AT GLENDALE.
 EW2024'AT GLENDALE, AT THE SOUTHWEST CORNER OF THE INTESECTION OF
 EW2024'COLORADO STREET AND CENTRAL AVENUE, IN THE TOP OF THE WEST
 EW2024'CURB OF THE AVENUE, 21.0 FEET SOUTH OF THE PROLONGATION OF THE
 EW2024'SOUTH CURB OF THE STREET, 1.6 FEET NORTHEAST OF THE NORTHEAST
 EW2024'EDGE OF A STEEL STREET LIGHT POLE, 1.0 FOOT SOUTH OF THE SOUTH
 EW2024'END OF A CURB RETURN, AND ABOUT LEVEL WITH THE STREET.
 EW2024'NOTE-- PROBABLY DESTROYED NEW CURB HAS BEEN BUILT AT THIS
 EW2024'LOCATION.
 EW2024
 EW2024                          STATION RECOVERY (1961)
 EW2024
 EW2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW2024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0572 ***********************************************************************
 FU0572  DESIGNATION -  415.478 USGS
 FU0572  PID         -  FU0572
 FU0572  STATE/COUNTY-  CA/KERN
 FU0572  USGS QUAD   -  FAMOSO (1968)
 FU0572
 FU0572                         *CURRENT SURVEY CONTROL
 FU0572  ___________________________________________________________________
 FU0572* NAD 83(1986)-  35 36 34.     (N)    119 12 35.     (W)     SCALED    
 FU0572* NAVD 88     -       127.04   (+/-2cm)     416.8    (feet)  VERTCON   
 FU0572  ___________________________________________________________________
 FU0572  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 FU0572  VERT ORDER  -  THIRD (See Below)
 FU0572
 FU0572.The horizontal coordinates were scaled from a topographic map and have
 FU0572.an estimated accuracy of +/- 6 seconds.
 FU0572
 FU0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0572.The vertical order pertains to the NGVD 29 superseded value.
 FU0572
 FU0572.The geoid height was determined by GEOID03.
 FU0572
 FU0572;                    North         East    Units  Estimated Accuracy
 FU0572;SPC CA 5     -   734,660.    1,890,390.      MT  (+/- 180 meters Scaled)
 FU0572
 FU0572                          SUPERSEDED SURVEY CONTROL
 FU0572
 FU0572  NGVD 29 (??/??/??)  126.22   (m)          414.1    (f) RESET       3  
 FU0572
 FU0572.Superseded values are not recommended for survey control.
 FU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0572.See file dsdata.txt to determine how the superseded data were derived.
 FU0572
 FU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV998428(NAD 83)
 FU0572_MARKER: R = RIVET
 FU0572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0572_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0572_STAMPING: 415.478 B 1902
 FU0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0572
 FU0572  HISTORY     - Date     Condition        Report By
 FU0572  HISTORY     - 1902     MONUMENTED       USGS
 FU0572  HISTORY     - 1953     GOOD             NGS
 FU0572  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0572
 FU0572                          STATION DESCRIPTION
 FU0572
 FU0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0572'0.8 MI N FROM FAMOSO.
 FU0572'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0572'THE STATION AT FAMOSO, 5 1/3 POLES NORTH OF MILEPOLE 292, 105 1/2
 FU0572'FEET SOUTH OF AND ACROSS THE TRACKS FROM A LONE TREE, 80.2 FEET
 FU0572'WEST OF THE CENTER LINE OF PORTERVILLE ROAD, 47.6 FEET EAST
 FU0572'OF THE EAST RAIL OF THE MAIN TRACK, 48 1/2 FEET NORTH OF TELEGRAPH
 FU0572'POLE, 1.3 FEET WEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN
 FU0572'THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 FU0572'0.7 FOOT ABOVE THE GROUND.  SEC 6, T27S, R26E.
 FU0572
 FU0572                          STATION RECOVERY (1970)
 FU0572
 FU0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3579 ***********************************************************************
 HT3579  DESIGNATION -  415.66=381
 HT3579  PID         -  HT3579
 HT3579  STATE/COUNTY-  CA/SANTA CRUZ
 HT3579  USGS QUAD   -  FELTON (1991)
 HT3579
 HT3579                         *CURRENT SURVEY CONTROL
 HT3579  ___________________________________________________________________
 HT3579* NAD 83(1986)-  37 05 22.     (N)    122 02 41.     (W)     SCALED    
 HT3579* NAVD 88     -       128.392  (meters)     421.23   (feet)  ADJUSTED  
 HT3579  ___________________________________________________________________
 HT3579  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HT3579  DYNAMIC HT  -         128.296 (meters)     420.92  (feet)  COMP
 HT3579  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 HT3579
 HT3579  VERT ORDER  -  FIRST     CLASS II
 HT3579
 HT3579.The horizontal coordinates were scaled from a topographic map and have
 HT3579.an estimated accuracy of +/- 6 seconds.
 HT3579
 HT3579.The orthometric height was determined by differential leveling
 HT3579.and adjusted in February 1993.
 HT3579
 HT3579.The geoid height was determined by GEOID03.
 HT3579
 HT3579.The dynamic height is computed by dividing the NAVD 88
 HT3579.geopotential number by the normal gravity value computed on the
 HT3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3579.degrees latitude (g = 980.6199 gals.).
 HT3579
 HT3579.The modeled gravity was interpolated from observed gravity values.
 HT3579
 HT3579;                    North         East    Units  Estimated Accuracy
 HT3579;SPC CA 3     -   566,550.    1,862,670.      MT  (+/- 180 meters Scaled)
 HT3579
 HT3579                          SUPERSEDED SURVEY CONTROL
 HT3579
 HT3579  NGVD 29 (10/21/93)  127.555  (m)          418.49   (f) ADJUSTED    1 2
 HT3579
 HT3579.Superseded values are not recommended for survey control.
 HT3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3579.See file dsdata.txt to determine how the superseded data were derived.
 HT3579
 HT3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG848052(NAD 83)
 HT3579_MARKER: DD = SURVEY DISK
 HT3579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT3579_SP_SET: ABUTMENT
 HT3579_STAMPING: 381 415.66
 HT3579_MARK LOGO: CA-087
 HT3579_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3579+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3579
 HT3579  HISTORY     - Date     Condition        Report By
 HT3579  HISTORY     - UNK      MONUMENTED       CA-087
 HT3579  HISTORY     - 19900425 GOOD             NGS
 HT3579
 HT3579                          STATION DESCRIPTION
 HT3579
 HT3579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3579'5.3 KM (3.3 MI) NORTHERLY ALONG ZAYANTE ROAD FROM ITS INTERSECTION
 HT3579'WITH GRAHAM HILL ROAD IN MOUNT HERMON, SET IN TOP OF AND NEAR THE
 HT3579'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A CULVERT, 4.0 M
 HT3579'(13.1 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0060 ***********************************************************************
 HR0060  DESIGNATION -  4151
 HR0060  PID         -  HR0060
 HR0060  STATE/COUNTY-  CA/INYO
 HR0060  USGS QUAD   -  BISHOP (1994)
 HR0060
 HR0060                         *CURRENT SURVEY CONTROL
 HR0060  ___________________________________________________________________
 HR0060* NAD 83(1986)-  37 21 49.     (N)    118 23 41.     (W)     SCALED    
 HR0060* NAVD 88     -      1265.385  (meters)    4151.52   (feet)  ADJUSTED  
 HR0060  ___________________________________________________________________
 HR0060  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HR0060  DYNAMIC HT  -        1263.947 (meters)    4146.80  (feet)  COMP
 HR0060  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 HR0060
 HR0060  VERT ORDER  -  FIRST     CLASS II
 HR0060
 HR0060.The horizontal coordinates were scaled from a topographic map and have
 HR0060.an estimated accuracy of +/- 6 seconds.
 HR0060
 HR0060.The orthometric height was determined by differential leveling
 HR0060.and adjusted in June 1991.
 HR0060
 HR0060.The geoid height was determined by GEOID03.
 HR0060
 HR0060.The dynamic height is computed by dividing the NAVD 88
 HR0060.geopotential number by the normal gravity value computed on the
 HR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0060.degrees latitude (g = 980.6199 gals.).
 HR0060
 HR0060.The modeled gravity was interpolated from observed gravity values.
 HR0060
 HR0060;                    North         East    Units  Estimated Accuracy
 HR0060;SPC CA 4     -   725,460.    2,053,620.      MT  (+/- 180 meters Scaled)
 HR0060
 HR0060                          SUPERSEDED SURVEY CONTROL
 HR0060
 HR0060  NGVD 29 (??/??/92) 1264.236  (m)         4147.75   (f) ADJ UNCH    1 2
 HR0060
 HR0060.Superseded values are not recommended for survey control.
 HR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0060.See file dsdata.txt to determine how the superseded data were derived.
 HR0060
 HR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764361(NAD 83)
 HR0060_MARKER: DD = SURVEY DISK
 HR0060_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HR0060_SP_SET: BUILDING WALL
 HR0060_STAMPING: 4151 1911
 HR0060_MARK LOGO: USGS  
 HR0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0060+STABILITY: POSITION/ELEVATION WELL
 HR0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0060+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 HR0060
 HR0060  HISTORY     - Date     Condition        Report By
 HR0060  HISTORY     - 1911     MONUMENTED       USGS
 HR0060  HISTORY     - 1957     GOOD             NGS
 HR0060  HISTORY     - 1986     GOOD             NGS
 HR0060  HISTORY     - 1987     GOOD             NGS
 HR0060  HISTORY     - 20030608 GOOD             USPSQD
 HR0060
 HR0060                          STATION DESCRIPTION
 HR0060
 HR0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0060'AT BISHOP.
 HR0060'AT BISHOP, ALONG NORTH MAIN STREET, AT THE INTERSECTION OF CHURCH
 HR0060'STREET, AT THE G AND E 5-10-25 CENT STORE, SET VERTICALLY IN
 HR0060'THE WEST FACE OF THE NORTH CONCRETE DOOR COLUMN, AND ABOUT
 HR0060'5 FEET ABOVE THE GROUND.  NOTE-- THE FACE OF THE STORE BUILDING
 HR0060'HAS BEEN TILED AND A CIRCULAR INDENTATION HAS BEEN MADE FOR THE
 HR0060'MARK, LEAVING IT COUNTERSUNK IN THE WALL.
 HR0060
 HR0060                          STATION RECOVERY (1986)
 HR0060
 HR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0060'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.8
 HR0060'MI) SOUTH ALONG MAIN STREET (US HIGHWAY 395) FROM THE JUNCTION OF US
 HR0060'HIGHWAY 6 IN BISHOP, SET VERTICALLY IN THE WEST FACE OF THE BEN
 HR0060'FRANKLIN HARDWARE STORE, 3.3 METERS (11.0 FT) EAST OF THE EAST CURB
 HR0060'OF MAIN STREET, 14.8 METERS (48.5 FT) SOUTH OF THE EXTENDED
 HR0060'CENTERLINE OF CHURCH STREET, 1.2 METERS (4.0 FT) NORTH OF THE CENTER
 HR0060'OF THE FRONT DOOR OF THE STORE.
 HR0060'THE MARK IS 1.5 M ABOVE THE SIDEWALK.
 HR0060
 HR0060                          STATION RECOVERY (1987)
 HR0060
 HR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0060'RECOVERED IN GOOD CONDITION.
 HR0060
 HR0060                          STATION RECOVERY (2003)
 HR0060
 HR0060'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 HR0060'STATED COORDINATES IN DATASHEET ARE NOT CORRECT. NEW COORDINATES ARE
 HR0060'LAT N 37D 21M 43.1S, LO W 118D 23M 42.5S. COORDINATES TAKEN WITH GPS,
 HR0060'WAAS CAPABLE, ACCURACY WITHIN 26 FT. BEN FRANKLIN STORE IS NOW A YARN
 HR0060'AND CRAFTS STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9143 ***********************************************************************
 AH9143  DESIGNATION -  4152
 AH9143  PID         -  AH9143
 AH9143  STATE/COUNTY-  CA/RIVERSIDE
 AH9143  USGS QUAD   -  RANCHO MIRAGE (1996)
 AH9143
 AH9143                         *CURRENT SURVEY CONTROL
 AH9143  ___________________________________________________________________
 AH9143* NAD 83(1986)-  33 43 08.     (N)    116 23 18.     (W)     SCALED    
 AH9143* NAVD 88     -        76.169  (meters)     249.90   (feet)  ADJUSTED  
 AH9143  ___________________________________________________________________
 AH9143  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AH9143  DYNAMIC HT  -          76.085 (meters)     249.62  (feet)  COMP
 AH9143  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 AH9143
 AH9143  VERT ORDER  -  FIRST     CLASS II
 AH9143
 AH9143.The horizontal coordinates were scaled from a topographic map and have
 AH9143.an estimated accuracy of +/- 6 seconds.
 AH9143
 AH9143.The orthometric height was determined by differential leveling
 AH9143.and adjusted in July 2002.
 AH9143.No vertical observational check was made to the station.
 AH9143
 AH9143.The geoid height was determined by GEOID03.
 AH9143
 AH9143.The dynamic height is computed by dividing the NAVD 88
 AH9143.geopotential number by the normal gravity value computed on the
 AH9143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9143.degrees latitude (g = 980.6199 gals.).
 AH9143
 AH9143.The modeled gravity was interpolated from observed gravity values.
 AH9143
 AH9143;                    North         East    Units  Estimated Accuracy
 AH9143;SPC CA 6     -   672,160.    1,987,180.      MT  (+/- 180 meters Scaled)
 AH9143
 AH9143                          SUPERSEDED SURVEY CONTROL
 AH9143
 AH9143.No superseded survey control is available for this station.
 AH9143
 AH9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT566311(NAD 83)
 AH9143_MARKER: DD = SURVEY DISK
 AH9143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9143_STAMPING: PLS 4152
 AH9143_MARK LOGO: NONE  
 AH9143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9143+STABILITY: SURFACE MOTION
 AH9143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9143+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003
 AH9143
 AH9143  HISTORY     - Date     Condition        Report By
 AH9143  HISTORY     - UNK      MONUMENTED       CADT
 AH9143  HISTORY     - 19990330 GOOD             NGS
 AH9143  HISTORY     - 20031101 GOOD             NGS
 AH9143
 AH9143                          STATION DESCRIPTION
 AH9143
 AH9143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9143'IN PALM DESERT, IN THE CENTER OF THE INTERSECTION OF EL PASEO AND
 AH9143'OCOTILLO DRIVE, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY
 AH9143'PAVEMENT.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 AH9143
 AH9143                          STATION RECOVERY (2003)
 AH9143
 AH9143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 AH9143'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3493 ***********************************************************************
 GU3493  DESIGNATION -  4153=JOAQUIN 2
 GU3493  PID         -  GU3493
 GU3493  STATE/COUNTY-  CA/FRESNO
 GU3493  USGS QUAD   -  JOAQUIN ROCKS (1969)
 GU3493
 GU3493                         *CURRENT SURVEY CONTROL
 GU3493  ___________________________________________________________________
 GU3493* NAD 83(1992)-  36 19 10.87345(N)    120 27 31.49630(W)     ADJUSTED  
 GU3493* NAVD 88     -      1266.8    (meters)    4156.     (feet)  VERTCON   
 GU3493  ___________________________________________________________________
 GU3493  EPOCH DATE  -        1991.35
 GU3493  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 GU3493  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 GU3493  HORZ ORDER  -  SECOND
 GU3493
 GU3493.The horizontal coordinates were established by classical geodetic methods
 GU3493.and adjusted by the National Geodetic Survey in March 1994.
 GU3493.The horizontal coordinates are valid at the epoch date displayed above.
 GU3493.The epoch date for horizontal control is a decimal equivalence
 GU3493.of Year/Month/Day.
 GU3493
 GU3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU3493
 GU3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3493
 GU3493.The geoid height was determined by GEOID03.
 GU3493
 GU3493;                    North         East     Units Scale Factor Converg.
 GU3493;SPC CA 4     -   610,441.852 1,869,017.640   MT  0.99995496   -0 52 13.0
 GU3493;SPC CA 4     - 2,002,757.98  6,131,935.37   sFT  0.99995496   -0 52 13.0
 GU3493;UTM  10      - 4,022,405.012   728,131.463   MT  1.00024128   +1 30 20.9
 GU3493
 GU3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3493!SPC CA 4     -   0.99980636  x   0.99995496  =   0.99976133
 GU3493!UTM  10      -   0.99980636  x   1.00024128  =   1.00004760
 GU3493
 GU3493|---------------------------------------------------------------------|
 GU3493| PID    Reference Object                     Distance      Geod. Az  |
 GU3493|                                                           dddmmss.s |
 GU3493| DA7733 JOAQUIN RM 1                          4.041 METERS 01637     |
 GU3493| DA7734 JOAQUIN RM 2                          7.850 METERS 09502     |
 GU3493| DA7732 JOAQUIN 2 AZ MK                                    2614729.6 |
 GU3493|---------------------------------------------------------------------|
 GU3493
 GU3493                          SUPERSEDED SURVEY CONTROL
 GU3493
 GU3493  NAD 83(1986)-  36 19 10.86560(N)    120 27 31.49823(W) AD(1984.00) 2
 GU3493  NAD 27      -  36 19 11.03744(N)    120 27 27.93427(W) AD(       ) 2
 GU3493  NGVD 29 (07/19/86) 1265.8    (m)         4153.     (f) VERT ANG    3  
 GU3493
 GU3493.Superseded values are not recommended for survey control.
 GU3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3493.See file dsdata.txt to determine how the superseded data were derived.
 GU3493
 GU3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF2813122405(NAD 83)
 GU3493_MARKER: Z = SEE DESCRIPTION
 GU3493_SETTING: 0 = UNSPECIFIED SETTING
 GU3493
 GU3493  HISTORY     - Date     Condition        Report By
 GU3493  HISTORY     - 1961     MONUMENTED       CGS
 GU3493
 GU3493                          STATION DESCRIPTION
 GU3493
 GU3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR)
 GU3493'THE STATION IS ABOUT 12 MILES NORTH AND 5 MILES WEST OF
 GU3493'COALINGA, 3-1/2 MILES WEST-NORTHWEST OF A COMMUNICATION
 GU3493'INSTALLATION ON THE SUMMIT OF BLACK MOUNTAIN, 1/2 MILE WEST
 GU3493'OF A GROUP OF SANDSTONE OUTCROPS KNOWN AS JOAQUIN ROCKS.  THE
 GU3493'STATION SUMMIT IS HEAVILY COVERED WITH BRUSH AND HAS A PROMINENT
 GU3493'SANDSTONE RIDGE ON THE SOUTHWEST SIDE.  IT IS THE HIGHER AND
 GU3493'MORE NORTHWESTERLY ONE OF TWO SUCH SUMMITS AND IS 4150 FEET IN
 GU3493'ELEVATION.
 GU3493'
 GU3493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33
 GU3493'AND 198 IN COALINGA, GO SOUTHWEST ON HIGHWAY 198 FOR 0.3 MILE
 GU3493'TO POLK STREET ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 GU3493'POLK STREET AND DERRICK BOULEVARD FOR 5.5 MILES TO THE
 GU3493'INTERSECTION OF TORNADO AVENUE ON THE LEFT.  TURN LEFT AS PER
 GU3493'SIGN HERNANDEZ 32 AND CONTINUE WESTERLY ON A PAVED ROAD FOR
 GU3493'7.8 MILES TO A LOCKED GATE ON THE RIGHT.  (OBTAIN KEY FROM THE
 GU3493'CALIFORNIA DIVISION OF FORESTRY IN COALINGA) TURN RIGHT, PASS
 GU3493'THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.0
 GU3493'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR 0.3
 GU3493'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR 2.9
 GU3493'MILES TO A FORK.  TAKE THE LEFT FORK, CROSS A CREEK AND
 GU3493'CONTINUE FOR 2.75 MILES TO A T-INTERSECTION AT THE TOP OF A
 GU3493'RIDGE.  TURN RIGHT AND FOLLOW RIDGE EASTERLY FOR 0.85 MILE TO
 GU3493'A DIM FORK AND THE AZIMUTH MARK AT THE TOP OF A GRASSY
 GU3493'KNOLL.  TAKE THE RIGHT FORK AND CONTINUE EAST FOR 0.7 MILE
 GU3493'TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK EAST AND
 GU3493'SOUTH FOR ABOUT 15 MINUTES TO THE STATION.
 GU3493'
 GU3493'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 GU3493'STAMPED 4153 VA 1908, CEMENTED IN A DRILL HOLE IN A SANDSTONE
 GU3493'LEDGE.  IT IS ABOUT 200 FEET SOUTHEAST AND ABOUT 20 FEET LOWER
 GU3493'THAN THE HIGHEST FORMATION OF SANDSTONE AND 3 FEET NORTH OF
 GU3493'THE SOUTH EDGE OF THE RIM.
 GU3493'
 GU3493'REFERENCE MARK 1 IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 GU3493'STAMPED JOAQUIN NO 1 1939, CEMENTED IN A DRILL HOLE IN THE
 GU3493'SAME SANDSTONE LEDGE AS THE STATION.  IT IS 16 FEET NORTH OF
 GU3493'THE SOUTH EDGE OF THE RIM AND ABOUT 7 FEET LOWER THAN THE
 GU3493'STATION.
 GU3493'
 GU3493'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 GU3493'STAMPED JOAQUIN NO 2 1939, CEMENTED IN DRILL HOLE IN THE SAME
 GU3493'LEDGE AS THE STATION.  IT IS 3 FEET NORTH OF THE SOUTH EDGE
 GU3493'OF THE RIM AND ABOUT 4 FEET LOWER THAN THE STATION.
 GU3493'
 GU3493'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JOAQUIN 2 USGS 1961,
 GU3493'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 12 INCHES.
 GU3493'IT IS ABOUT 30 FEET SOUTH AND ABOUT 4 FEET LOWER THAN THE
 GU3493'HIGHEST POINT OF THE KNOLL, ABOUT 89 FEET EAST OF THE FORK
 GU3493'AND 10 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 GU3493'
 GU3493'JEEP REQUIRED TO DRIVE TO THE END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0300 ***********************************************************************
 LT0300  DESIGNATION -  4158.48 WPRR
 LT0300  PID         -  LT0300
 LT0300  STATE/COUNTY-  CA/PLUMAS
 LT0300  USGS QUAD   -  CANYONDAM (1994)
 LT0300
 LT0300                         *CURRENT SURVEY CONTROL
 LT0300  ___________________________________________________________________
 LT0300* NAD 83(1986)-  40 10 22.     (N)    121 01 43.     (W)     SCALED    
 LT0300* NAVD 88     -      1268.486  (meters)    4161.69   (feet)  ADJUSTED  
 LT0300  ___________________________________________________________________
 LT0300  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 LT0300  DYNAMIC HT  -        1267.470 (meters)    4158.36  (feet)  COMP
 LT0300  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 LT0300
 LT0300  VERT ORDER  -  SECOND    CLASS 0
 LT0300
 LT0300.The horizontal coordinates were scaled from a topographic map and have
 LT0300.an estimated accuracy of +/- 6 seconds.
 LT0300
 LT0300.The orthometric height was determined by differential leveling
 LT0300.and adjusted in June 1991.
 LT0300
 LT0300.The geoid height was determined by GEOID03.
 LT0300
 LT0300.The dynamic height is computed by dividing the NAVD 88
 LT0300.geopotential number by the normal gravity value computed on the
 LT0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0300.degrees latitude (g = 980.6199 gals.).
 LT0300
 LT0300.The modeled gravity was interpolated from observed gravity values.
 LT0300
 LT0300;                    North         East    Units  Estimated Accuracy
 LT0300;SPC CA 1     -   593,670.    2,082,740.      MT  (+/- 180 meters Scaled)
 LT0300
 LT0300                          SUPERSEDED SURVEY CONTROL
 LT0300
 LT0300  NGVD 29 (??/??/??) 1267.503  (m)         4158.47   (f) ADJUSTED    2 0
 LT0300
 LT0300.Superseded values are not recommended for survey control.
 LT0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0300.See file dsdata.txt to determine how the superseded data were derived.
 LT0300
 LT0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK678487(NAD 83)
 LT0300_MARKER: R = RIVET
 LT0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0300_SP_SET: CULVERT
 LT0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LT0300+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 LT0300
 LT0300  HISTORY     - Date     Condition        Report By
 LT0300  HISTORY     - UNK      MONUMENTED       WPRR
 LT0300  HISTORY     - 1935     GOOD             NGS
 LT0300  HISTORY     - 19990806 POOR             USPSQD
 LT0300  HISTORY     - 20040311 GOOD             CADT
 LT0300
 LT0300                          STATION DESCRIPTION
 LT0300
 LT0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0300'5.8 MI NW FROM GREENVILLE.
 LT0300'5.8 MILES NORTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LT0300'STATION AT GREENVILLE, PLUMAS COUNTY, AT A 10- BY 10-FOOT CONCRETE
 LT0300'CULVERT, AND IN THE NORTHEAST CORNER OF THE EAST HEADWALL.  AN
 LT0300'IRON RIVET.
 LT0300
 LT0300                          STATION RECOVERY (1999)
 LT0300
 LT0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0300'MARK RECOVERED IN POOR CONDITION.
 LT0300
 LT0300                          STATION RECOVERY (2004)
 LT0300
 LT0300'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 LT0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU2100 ***********************************************************************
 LU2100  DESIGNATION -  416 207 1 USBR 1954
 LU2100  PID         -  LU2100
 LU2100  STATE/COUNTY-  CA/TRINITY
 LU2100  USGS QUAD   -  TRINITY DAM (1982)
 LU2100
 LU2100                         *CURRENT SURVEY CONTROL
 LU2100  ___________________________________________________________________
 LU2100* NAD 83(1992)-  40 49 21.52628(N)    122 51 16.07353(W)     ADJUSTED  
 LU2100* NAVD 88     -       982.7    (meters)    3224.     (feet)  VERTCON   
 LU2100  ___________________________________________________________________
 LU2100  EPOCH DATE  -        1991.35
 LU2100  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LU2100  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 LU2100  HORZ ORDER  -  THIRD
 LU2100
 LU2100.The horizontal coordinates were established by classical geodetic methods
 LU2100.and adjusted by the National Geodetic Survey in March 1994.
 LU2100.The horizontal coordinates are valid at the epoch date displayed above.
 LU2100.The epoch date for horizontal control is a decimal equivalence
 LU2100.of Year/Month/Day.
 LU2100
 LU2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU2100
 LU2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU2100
 LU2100.The geoid height was determined by GEOID03.
 LU2100
 LU2100;                    North         East     Units Scale Factor Converg.
 LU2100;SPC CA 1     -   665,720.463 1,927,925.819   MT  0.99989466   -0 33 31.4
 LU2100;SPC CA 1     - 2,184,117.89  6,325,203.29   sFT  0.99989466   -0 33 31.4
 LU2100;UTM  10      - 4,519,079.599   512,272.479   MT  0.99960185   +0 05 42.5
 LU2100
 LU2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2100!SPC CA 1     -   0.99984993  x   0.99989466  =   0.99974460
 LU2100!UTM  10      -   0.99984993  x   0.99960185  =   0.99945184
 LU2100
 LU2100|---------------------------------------------------------------------|
 LU2100| PID    Reference Object                     Distance      Geod. Az  |
 LU2100|                                                           dddmmss.s |
 LU2100| LU0812 X 220                                 4.145 METERS 18335     |
 LU2100| LU2088 GRANITE                             APPROX. 9.8 KM 3505857.0 |
 LU2100|---------------------------------------------------------------------|
 LU2100
 LU2100                          SUPERSEDED SURVEY CONTROL
 LU2100
 LU2100  NAD 83(1986)-  40 49 21.51758(N)    122 51 16.07603(W) AD(1984.00) 3
 LU2100  NAD 27      -  40 49 22.00100(N)    122 51 11.98700(W) AD(       ) 3
 LU2100  NGVD 29 (07/19/86)  981.8    (m)         3221.     (f) VERT ANG    3  
 LU2100
 LU2100.Superseded values are not recommended for survey control.
 LU2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2100.See file dsdata.txt to determine how the superseded data were derived.
 LU2100
 LU2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1227219080(NAD 83)
 LU2100_MARKER: Z = SEE DESCRIPTION
 LU2100_SETTING: 0 = UNSPECIFIED SETTING
 LU2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU2100
 LU2100  HISTORY     - Date     Condition        Report By
 LU2100  HISTORY     - 1954     MONUMENTED       BOR
 LU2100
 LU2100                          STATION DESCRIPTION
 LU2100
 LU2100'DESCRIBED BY US BUREAU OF RECLAMATION 1954
 LU2100'THE STATION IS LOCATED ON HIGH GROUND ALONG THE
 LU2100'MINERSVILLE-WEAVERVILLE ROAD AND LIES ABOUT 8 MILES NORTHEAST
 LU2100'OF WEAVERVILLE, ABOUT 8.5 MILES NORTH NORTHWEST OF LEWISTON
 LU2100'AND ABOUT 4 MILES WESTERLY FROM MINERSVILLE.
 LU2100'
 LU2100'TO REACH FROM THE ROAD JUNCTION AND OLD ABANDONED POST OFFICE
 LU2100'AT MINERSVILLE, GO SOUTHWEST TOWARD WEAVERVILLE FOR 0.3 MILE
 LU2100'TO A FORK.  TAKE RIGHT FORK, UPPER ROAD, AND GO 4.8 MILES
 LU2100'ALONG HEAVILY TIMBERED RIDGE TO A TRIANGULAR BLAZED OAK TREE
 LU2100'AND STATION.  DIM LOGGING ROADS FORK TO LEFT JUST BEYOND
 LU2100'STATION.
 LU2100'
 LU2100'STATION IS A U.S.B.R. DISK SET IN 12 IN SQUARE CONCRETE POST
 LU2100'PROJECTING 2 IN ABOVE GROUND, APPROXIMATELY 30 FEET SOUTH OF
 LU2100'ROAD CENTER.
 LU2100'
 LU2100'10.46 FEET NORTHERLY TO SHINER AND NAIL IN 4 FEET DIAMETER
 LU2100'OAK TREE.
 LU2100'
 LU2100'14.98 FEET ESE TO SHINER AND NAIL IN 18 IN DIAMETER OAK TREE.
 LU2100'
 LU2100'13.60 FEET SOUTHERLY TO CENTER OF USC AND GS BENCH MARK X220.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU2095 ***********************************************************************
 LU2095  DESIGNATION -  416 207 13 USBR 1954
 LU2095  PID         -  LU2095
 LU2095  STATE/COUNTY-  CA/TRINITY
 LU2095  USGS QUAD   -  TRINITY DAM (1982)
 LU2095
 LU2095                         *CURRENT SURVEY CONTROL
 LU2095  ___________________________________________________________________
 LU2095* NAD 83(1992)-  40 47 15.73120(N)    122 50 13.57059(W)     ADJUSTED  
 LU2095* NAVD 88     -       984.9    (meters)    3231.     (feet)  VERTCON   
 LU2095  ___________________________________________________________________
 LU2095  EPOCH DATE  -        1991.35
 LU2095  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 LU2095  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 LU2095  HORZ ORDER  -  SECOND
 LU2095
 LU2095.The horizontal coordinates were established by classical geodetic methods
 LU2095.and adjusted by the National Geodetic Survey in March 1994.
 LU2095.The horizontal coordinates are valid at the epoch date displayed above.
 LU2095.The epoch date for horizontal control is a decimal equivalence
 LU2095.of Year/Month/Day.
 LU2095
 LU2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU2095
 LU2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU2095
 LU2095.The geoid height was determined by GEOID03.
 LU2095
 LU2095;                    North         East     Units Scale Factor Converg.
 LU2095;SPC CA 1     -   661,826.478 1,929,353.187   MT  0.99989498   -0 32 50.5
 LU2095;SPC CA 1     - 2,171,342.37  6,329,886.25   sFT  0.99989498   -0 32 50.5
 LU2095;UTM  10      - 4,515,203.291   513,743.758   MT  0.99960232   +0 06 23.1
 LU2095
 LU2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2095!SPC CA 1     -   0.99984962  x   0.99989498  =   0.99974462
 LU2095!UTM  10      -   0.99984962  x   0.99960232  =   0.99945200
 LU2095
 LU2095:                Primary Azimuth Mark                     Grid Az
 LU2095:SPC CA 1     -  WEAVER BALLY LOOKOUT HOUSE               274 21 04.6
 LU2095:UTM  10      -  WEAVER BALLY LOOKOUT HOUSE               273 41 51.0
 LU2095
 LU2095|---------------------------------------------------------------------|
 LU2095| PID    Reference Object                     Distance      Geod. Az  |
 LU2095|                                                           dddmmss.s |
 LU2095| LU2107 WEAVER BALLY LOOKOUT HOUSE          APPROX.14.2 KM 2734814.1 |
 LU2095| LU2103 WEAVER 2                            APPROX.12.9 KM 2922602.8 |
 LU2095|---------------------------------------------------------------------|
 LU2095
 LU2095                          SUPERSEDED SURVEY CONTROL
 LU2095
 LU2095  NAD 83(1986)-  40 47 15.72292(N)    122 50 13.57283(W) AD(1984.00) 2
 LU2095  NAD 27      -  40 47 16.21000(N)    122 50 09.49300(W) AD(       ) 2
 LU2095  NGVD 29 (07/19/86)  984.0    (m)         3228.     (f) VERT ANG    3  
 LU2095
 LU2095.Superseded values are not recommended for survey control.
 LU2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2095.See file dsdata.txt to determine how the superseded data were derived.
 LU2095
 LU2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1374415203(NAD 83)
 LU2095_MARKER: Z = SEE DESCRIPTION
 LU2095_SETTING: 0 = UNSPECIFIED SETTING
 LU2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU2095
 LU2095  HISTORY     - Date     Condition        Report By
 LU2095  HISTORY     - 1954     MONUMENTED       BOR
 LU2095
 LU2095                          STATION DESCRIPTION
 LU2095
 LU2095'DESCRIBED BY US BUREAU OF RECLAMATION 1954
 LU2095'THE STATION IS LOCATED ON A HIGH KNOB ON THE BUCKEYE RIDGE ROAD
 LU2095'TO PETTIJOHN MTN AND LIES ABOUT 7 MILES NORTHEAST FROM WEAVERVILLE,
 LU2095'ABOUT 6 MILES NORTH NORTHWEST FROM LEWISTON AND ABOUT 4 MILES
 LU2095'SOUTHWEST FROM MINERSVILLE.
 LU2095'
 LU2095'TO REACH FROM THE ROAD JUNCTION AND OLD ABANDONED POST OFFICE
 LU2095'AT MINERSVILLE GO SOUTHWEST TOWARDS WEAVERVILLE FOR 0.3 MILE
 LU2095'TO A FORK.  TAKE RIGHT FORK, UPPER ROAD, UPGRADE 6.2 MILES TO
 LU2095'FORKS AND SIGN MONTGOMERY RIDGE-PETTIJOHN MTN.  TURN LEFT,
 LU2095'SE, GO 0.3 MILE.  TAKE RIGHT FORK, SOUTH, LEADING TO PETTIJOHN
 LU2095'MTN, GO 3.5 MILES TO PROMINENT KNOB AND STATION.  FAIRLY HEAVY
 LU2095'TIMBER AND GROUND SLOPES SHARPLY TO THE WEST AT THIS STATION.
 LU2095'
 LU2095'STATION IS A U.S.B.R. DISK SET IN 12 IN SQUARE CONCRETE POST
 LU2095'PROJECTING 2 IN ABOVE GROUND APPROXIMATELY 60 FEET WEST OF
 LU2095'ROAD.
 LU2095'
 LU2095'6.96 FEET WESTERLY TO NAIL AND SHINER IN 21 IN DIAMETER PINE
 LU2095'TREE.
 LU2095'
 LU2095'17.86 FEET NORTHERLY TO NAIL AND SHINER IN 28 IN DIAMETER PINE
 LU2095'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU2096 ***********************************************************************
 LU2096  DESIGNATION -  416 207 2 USBR 1954
 LU2096  PID         -  LU2096
 LU2096  STATE/COUNTY-  CA/TRINITY
 LU2096  USGS QUAD   -  TRINITY DAM (1982)
 LU2096
 LU2096                         *CURRENT SURVEY CONTROL
 LU2096  ___________________________________________________________________
 LU2096* NAD 83(1992)-  40 47 47.68217(N)    122 50 56.09199(W)     ADJUSTED  
 LU2096* NAVD 88     -      1014.     (meters)    3327.     (feet)  SCALED    
 LU2096  ___________________________________________________________________
 LU2096  EPOCH DATE  -        1991.35
 LU2096  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LU2096  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 LU2096  HORZ ORDER  -  SECOND
 LU2096
 LU2096.The horizontal coordinates were established by classical geodetic methods
 LU2096.and adjusted by the National Geodetic Survey in March 1994.
 LU2096.The horizontal coordinates are valid at the epoch date displayed above.
 LU2096.The epoch date for horizontal control is a decimal equivalence
 LU2096.of Year/Month/Day.
 LU2096
 LU2096.The orthometric height was scaled from a topographic map.
 LU2096
 LU2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU2096
 LU2096.The geoid height was determined by GEOID03.
 LU2096
 LU2096;                    North         East     Units Scale Factor Converg.
 LU2096;SPC CA 1     -   662,821.517 1,928,365.941   MT  0.99989486   -0 33 18.3
 LU2096;SPC CA 1     - 2,174,606.93  6,326,647.26   sFT  0.99989486   -0 33 18.3
 LU2096;UTM  10      - 4,516,186.712   512,745.515   MT  0.99960200   +0 05 55.4
 LU2096
 LU2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2096!SPC CA 1     -   0.99984507  x   0.99989486  =   0.99973994
 LU2096!UTM  10      -   0.99984507  x   0.99960200  =   0.99944713
 LU2096
 LU2096:                Primary Azimuth Mark                     Grid Az
 LU2096:SPC CA 1     -  EASTMAN                                  120 26 51.9
 LU2096:UTM  10      -  EASTMAN                                  119 47 38.2
 LU2096
 LU2096|---------------------------------------------------------------------|
 LU2096| PID    Reference Object                     Distance      Geod. Az  |
 LU2096|                                                           dddmmss.s |
 LU2096| LU2074 EASTMAN                             APPROX.12.6 KM 1195333.6 |
 LU2096|---------------------------------------------------------------------|
 LU2096
 LU2096                          SUPERSEDED SURVEY CONTROL
 LU2096
 LU2096  NAD 83(1986)-  40 47 47.67364(N)    122 50 56.09544(W) AD(1984.00) 2
 LU2096  NAD 27      -  40 47 48.15000(N)    122 50 52.00200(W) AD(       ) 2
 LU2096
 LU2096.Superseded values are not recommended for survey control.
 LU2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2096.See file dsdata.txt to determine how the superseded data were derived.
 LU2096
 LU2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1274616187(NAD 83)
 LU2096_MARKER: Z = SEE DESCRIPTION
 LU2096_SETTING: 0 = UNSPECIFIED SETTING
 LU2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU2096
 LU2096  HISTORY     - Date     Condition        Report By
 LU2096  HISTORY     - 1954     MONUMENTED       BOR
 LU2096
 LU2096                          STATION DESCRIPTION
 LU2096
 LU2096'DESCRIBED BY US BUREAU OF RECLAMATION 1954
 LU2096'THE STATION IS LOCATED NEAR A SHARP TURN AND IN AN OPEN AREA
 LU2096'ALONG THE BUCKEYE RIDGE ROAD TO PETTIJOHN MTN. AND LIES ABOUT 7
 LU2096'MILES NORTHEAST FROM WEAVERVILLE, ABOUT 7 MILES NORTH-NORTHWEST
 LU2096'FROM LEWISTON AND ABOUT 4 MILES SOUTHWEST FROM MINERSVILLE.
 LU2096'
 LU2096'TO REACH FROM THE ROAD JUNCTION AND OLD ABANDONED POST OFFICE
 LU2096'AT MINERSVILLE, GO SOUTHWEST TOWARD WEAVERVILLE FOR 0.3 MILE
 LU2096'TO A FORK.  TAKE RIGHT FORK, UPPER ROAD, UPGRADE, ALONG TOP
 LU2096'OF RIDGE 6.2 MILES TO FORK IN ROAD AND SIGN MONTGOMERY
 LU2096'RIDGE-PETTIJOHN MTN., TURN LEFT, SOUTHEAST, GO 0.3 MILE, TAKE
 LU2096'RIGHT FORK, SOUTH, GO 2.4 MILES ALONG PETTIJOHN MTN. ROAD
 LU2096'TO STATION.
 LU2096'
 LU2096'STATION IS A U.S.B.R. DISK SET IN 12 IN SQUARE CONCRETE POST
 LU2096'PROJECTING 3 IN ABOVE GROUND, APPROXIMATELY 20 FEET SOUTHWEST
 LU2096'OF CENTER OF ROAD.
 LU2096'
 LU2096'17.50 FEET SOUTHWEST TO USC AND GS DISK, PETTIJOHN AZIMUTH
 LU2096'MARK.
 LU2096'
 LU2096'11.64 FEET ESE TO SHINER AND NAIL IN 30 IN DIAMETER PINE TREE.
 LU2096'
 LU2096'26.49 FEET ENE TO SHINER AND NAIL IN 10 IN DIAMETER PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU2099 ***********************************************************************
 LU2099  DESIGNATION -  416 207 8 USBR 1954
 LU2099  PID         -  LU2099
 LU2099  STATE/COUNTY-  CA/TRINITY
 LU2099  USGS QUAD   -  TRINITY DAM (1982)
 LU2099
 LU2099                         *CURRENT SURVEY CONTROL
 LU2099  ___________________________________________________________________
 LU2099* NAD 83(1992)-  40 48 03.41975(N)    122 45 52.05873(W)     ADJUSTED  
 LU2099* NAVD 88     -       602.9    (meters)    1978.     (feet)  VERTCON   
 LU2099  ___________________________________________________________________
 LU2099  EPOCH DATE  -        1991.35
 LU2099  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 LU2099  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LU2099  HORZ ORDER  -  SECOND
 LU2099
 LU2099.The horizontal coordinates were established by classical geodetic methods
 LU2099.and adjusted by the National Geodetic Survey in March 1994.
 LU2099.The horizontal coordinates are valid at the epoch date displayed above.
 LU2099.The epoch date for horizontal control is a decimal equivalence
 LU2099.of Year/Month/Day.
 LU2099
 LU2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU2099
 LU2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU2099
 LU2099.The geoid height was determined by GEOID03.
 LU2099
 LU2099;                    North         East     Units Scale Factor Converg.
 LU2099;SPC CA 1     -   663,241.300 1,935,496.451   MT  0.99989481   -0 29 59.5
 LU2099;SPC CA 1     - 2,175,984.17  6,350,041.27   sFT  0.99989481   -0 29 59.5
 LU2099;UTM  10      - 4,516,687.684   519,868.693   MT  0.99960486   +0 09 14.1
 LU2099
 LU2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2099!SPC CA 1     -   0.99990951  x   0.99989481  =   0.99980433
 LU2099!UTM  10      -   0.99990951  x   0.99960486  =   0.99951440
 LU2099
 LU2099:                Primary Azimuth Mark                     Grid Az
 LU2099:SPC CA 1     -  FAIRVIEW USBR 1954                       043 28 29.3
 LU2099:UTM  10      -  FAIRVIEW USBR 1954                       042 49 15.7
 LU2099
 LU2099|---------------------------------------------------------------------|
 LU2099| PID    Reference Object                     Distance      Geod. Az  |
 LU2099|                                                           dddmmss.s |
 LU2099| LU2097 FAIRVIEW USBR 1954                  APPROX. 1.5 KM 0425829.8 |
 LU2099| LU2090 416 207 9 USBR 1954                 206.888 METERS 17823     |
 LU2099|---------------------------------------------------------------------|
 LU2099
 LU2099                          SUPERSEDED SURVEY CONTROL
 LU2099
 LU2099  NAD 83(1986)-  40 48 03.41227(N)    122 45 52.06168(W) AD(1984.00) 2
 LU2099  NAD 27      -  40 48 03.88970(N)    122 45 47.98030(W) AD(       ) 2
 LU2099  NGVD 29 (07/19/86)  602.0    (m)         1975.     (f) VERT ANG    3  
 LU2099
 LU2099.Superseded values are not recommended for survey control.
 LU2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2099.See file dsdata.txt to determine how the superseded data were derived.
 LU2099
 LU2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1986916688(NAD 83)
 LU2099_MARKER: Z = SEE DESCRIPTION
 LU2099_SETTING: 0 = UNSPECIFIED SETTING
 LU2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU2099
 LU2099  HISTORY     - Date     Condition        Report By
 LU2099  HISTORY     - 1954     MONUMENTED       BOR
 LU2099  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 LU2099
 LU2099                          STATION DESCRIPTION
 LU2099
 LU2099'DESCRIBED BY US BUREAU OF RECLAMATION 1954
 LU2099'THE STATION IS LOCATED ALONG THE LEWISTON-TRINITY CENTER ROAD
 LU2099'AND LIES ABOUT 7 MILES NORTH NORTHEAST FROM LEWISTON AND ABOUT
 LU2099'2.5 MILES SOUTH SOUTHEAST FROM MINERSVILLE.
 LU2099'
 LU2099'TO REACH FROM THE ROAD JUNCTION AND OLD ABANDONED POST OFFICE
 LU2099'AT MINERSVILLE, GO SOUTHEAST ON MAIN TRAVELED ROAD TOWARDS
 LU2099'LEWISTON, 2.6 MILES TO STATION ON LEFT, EAST SIDE OF ROAD,
 LU2099'APPROXIMATELY 20 FEET FROM CENTER ROAD.  ROAD IS PARALLEL
 LU2099'AND DIRECTLY ABOVE RIVER FOR APPROXIMATELY 500 FEET AT THIS
 LU2099'POINT.
 LU2099'
 LU2099'STATION IS A U.S.B.R. DISK SET IN 12 IN SQUARE CONCRETE IN
 LU2099'CENTER OF LOG CAIRN, 4 FOOT WOOD STAND.
 LU2099'
 LU2099'41.60 FEET NORTHERLY TO SHINER AND NAIL IN 14 IN DIAMETER
 LU2099'OAK TREE.
 LU2099'
 LU2099'31.59 FEE WESTERLY TO 1/2 IN DIAMETER REINFORCED ROD 3 FEET
 LU2099'ABOVE ROAD IN HIGH ROCK BANK.
 LU2099
 LU2099                          STATION RECOVERY (2006)
 LU2099
 LU2099'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 LU2099'THE GIVEN COORDINATES AND HEIGHT, ALONG WITH THE DESCRIPTION APPEAR TO
 LU2099'BE UNDER THE CURRENT DAM. THIS MARK IS MOST PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU2090 ***********************************************************************
 LU2090  DESIGNATION -  416 207 9 USBR 1954
 LU2090  PID         -  LU2090
 LU2090  STATE/COUNTY-  CA/TRINITY
 LU2090  USGS QUAD   -  TRINITY DAM (1982)
 LU2090
 LU2090                         *CURRENT SURVEY CONTROL
 LU2090  ___________________________________________________________________
 LU2090* NAD 83(1992)-  40 47 56.71553(N)    122 45 51.81074(W)     ADJUSTED  
 LU2090* NAVD 88     -       608.2    (meters)    1995.     (feet)  VERTCON   
 LU2090  ___________________________________________________________________
 LU2090  EPOCH DATE  -        1991.35
 LU2090  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 LU2090  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 LU2090  HORZ ORDER  -  SECOND
 LU2090
 LU2090.The horizontal coordinates were established by classical geodetic methods
 LU2090.and adjusted by the National Geodetic Survey in March 1994.
 LU2090.The horizontal coordinates are valid at the epoch date displayed above.
 LU2090.The epoch date for horizontal control is a decimal equivalence
 LU2090.of Year/Month/Day.
 LU2090
 LU2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU2090
 LU2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU2090
 LU2090.The geoid height was determined by GEOID03.
 LU2090
 LU2090;                    North         East     Units Scale Factor Converg.
 LU2090;SPC CA 1     -   663,034.472 1,935,500.460   MT  0.99989483   -0 29 59.4
 LU2090;SPC CA 1     - 2,175,305.60  6,350,054.43   sFT  0.99989483   -0 29 59.4
 LU2090;UTM  10      - 4,516,480.976   519,875.060   MT  0.99960486   +0 09 14.2
 LU2090
 LU2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2090!SPC CA 1     -   0.99990868  x   0.99989483  =   0.99980352
 LU2090!UTM  10      -   0.99990868  x   0.99960486  =   0.99951357
 LU2090
 LU2090:                Primary Azimuth Mark                     Grid Az
 LU2090:SPC CA 1     -  FAIRVIEW USBR 1954                       038 23 00.6
 LU2090:UTM  10      -  FAIRVIEW USBR 1954                       037 43 47.0
 LU2090
 LU2090|---------------------------------------------------------------------|
 LU2090| PID    Reference Object                     Distance      Geod. Az  |
 LU2090|                                                           dddmmss.s |
 LU2090| LU2097 FAIRVIEW USBR 1954                  APPROX. 1.6 KM 0375301.2 |
 LU2090| LU2099 416 207 8 USBR 1954                 206.888 METERS 35823     |
 LU2090|---------------------------------------------------------------------|
 LU2090
 LU2090                          SUPERSEDED SURVEY CONTROL
 LU2090
 LU2090  NAD 83(1986)-  40 47 56.70804(N)    122 45 51.81368(W) AD(1984.00) 2
 LU2090  NAD 27      -  40 47 57.18540(N)    122 45 47.73240(W) AD(       ) 2
 LU2090  NGVD 29 (07/19/86)  607.3    (m)         1992.     (f) VERT ANG    3  
 LU2090
 LU2090.Superseded values are not recommended for survey control.
 LU2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2090.See file dsdata.txt to determine how the superseded data were derived.
 LU2090
 LU2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL1987516481(NAD 83)
 LU2090_MARKER: Z = SEE DESCRIPTION
 LU2090_SETTING: 0 = UNSPECIFIED SETTING
 LU2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU2090
 LU2090  HISTORY     - Date     Condition        Report By
 LU2090  HISTORY     - 1954     MONUMENTED       BOR
 LU2090  HISTORY     - 20060810 MARK NOT FOUND   GEOCAC
 LU2090
 LU2090                          STATION DESCRIPTION
 LU2090
 LU2090'DESCRIBED BY US BUREAU OF RECLAMATION 1954
 LU2090'THE STATION IS LOCATED ALONG THE LEWISTON-TRINITY CENTER ROAD
 LU2090'AND LIES ABOUT 7 MILES NORTH NORTHEAST FROM LEWISTON AND ABOUT
 LU2090'2.5 MILES SOUTH SOUTHEAST FROM MINERSVILLE.
 LU2090'
 LU2090'TO REACH FROM THE ROAD JUNCTION AND OLD ABANDONED POST OFFICE
 LU2090'AT MINERSVILLE, GO SE. ON MAIN TRAVELED ROAD TOWARDS LEWISTON
 LU2090'2.7 MILES TO END OF TRUCK TRAVEL.  STATION IS APPROXIMATELY
 LU2090'30 FEET WEST OF ROAD ON BANK WHICH IS APPROXIMATELY 20 FEET
 LU2090'ABOVE ROAD, OPPOSITE AN 18 IN DIAMETER OAK TREE WITH A LARGE
 LU2090'TRIANGULAR BLAZE.
 LU2090'
 LU2090'STATION IS A USBR DISK SET IN 12 IN SQUARE CONCRETE POST FLUSH
 LU2090'WITH GROUND, 4 FT WOOD STAND.
 LU2090'
 LU2090'11.34 FEET WESTERLY TO SHINER AND NAIL IN 8 IN DIAMETER
 LU2090'CEDAR TREE.
 LU2090'
 LU2090'14.60 FEET SOUTHERLY TO SHINER AND NAIL IN 6 IN DIAMETER OAK
 LU2090'TREE.
 LU2090'
 LU2090'13.25 FEET NORTHEAST TO SHINER AND NAIL IN 6 IN DIAMETER OAK
 LU2090'TREE.
 LU2090
 LU2090                          STATION RECOVERY (2006)
 LU2090
 LU2090'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 LU2090'THE GIVEN COORDINATES AND HEIGHT, ALONG WITH THE DESCRIPTION APPEAR TO
 LU2090'BE UNDER THE CURRENT DAM. THIS MARK IS MOST PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2453 ***********************************************************************
 HS2453  DESIGNATION -  416 USE
 HS2453  PID         -  HS2453
 HS2453  STATE/COUNTY-  CA/STANISLAUS
 HS2453  USGS QUAD   -  CROWS LANDING (1980)
 HS2453
 HS2453                         *CURRENT SURVEY CONTROL
 HS2453  ___________________________________________________________________
 HS2453* NAD 83(1986)-  37 27 17.     (N)    121 01 45.     (W)     SCALED    
 HS2453* NAVD 88     -        17.75   (+/-2cm)      58.2    (feet)  VERTCON   
 HS2453  ___________________________________________________________________
 HS2453  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS2453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2453
 HS2453.The horizontal coordinates were scaled from a topographic map and have
 HS2453.an estimated accuracy of +/- 6 seconds.
 HS2453
 HS2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2453.The vertical order pertains to the NGVD 29 superseded value.
 HS2453
 HS2453.The geoid height was determined by GEOID03.
 HS2453
 HS2453;                    North         East    Units  Estimated Accuracy
 HS2453;SPC CA 3     -   606,090.    1,953,180.      MT  (+/- 180 meters Scaled)
 HS2453
 HS2453                          SUPERSEDED SURVEY CONTROL
 HS2453
 HS2453  NGVD 29 (??/??/92)   17.02   (m)           55.8    (f) COMPUTED    2 0
 HS2453
 HS2453.Superseded values are not recommended for survey control.
 HS2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2453.See file dsdata.txt to determine how the superseded data were derived.
 HS2453
 HS2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG743471(NAD 83)
 HS2453_MARKER: P = PIPE CAP
 HS2453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2453_STAMPING: 59.5 416
 HS2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2453
 HS2453  HISTORY     - Date     Condition        Report By
 HS2453  HISTORY     - UNK      MONUMENTED       DOD
 HS2453  HISTORY     - 1961     GOOD             NGS
 HS2453  HISTORY     - 1965     GOOD             NGS
 HS2453
 HS2453                          STATION DESCRIPTION
 HS2453
 HS2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2453'6.6 MI NE FROM CROWS LANDING.
 HS2453'0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS2453'STATION AT CROWS LANDING, THENCE 4.6 MILES NORTHEAST ALONG CROWS
 HS2453'LANDING ROAD, THENCE 1.8 MILES NORTHWEST ALONG CARPENTER ROAD,
 HS2453'34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 56 FEET
 HS2453'SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE WITH A GUY WIRE,
 HS2453'46 FEET NORTHWEST OF A FENCE JUNCTION, 22 FEET NORTHWEST OF THE
 HS2453'NORTHWEST SIDE OF A LONE 48-INCH TREE, 4.1 FEET SOUTHWEST OF A
 HS2453'FENCE, 3.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 HS2453'ROAD, A BRASS CAP SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HS2453'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HS2453
 HS2453                          STATION RECOVERY (1965)
 HS2453
 HS2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0650 ***********************************************************************
 JS0650  DESIGNATION -  4160
 JS0650  PID         -  JS0650
 JS0650  STATE/COUNTY-  CA/PLACER
 JS0650  USGS QUAD   -  TUNNEL HILL (1973)
 JS0650
 JS0650                         *CURRENT SURVEY CONTROL
 JS0650  ___________________________________________________________________
 JS0650* NAD 83(1986)-  38 59 55.     (N)    120 38 57.     (W)     SCALED    
 JS0650* NAVD 88     -      1268.79   (+/-2cm)    4162.7    (feet)  VERTCON   
 JS0650  ___________________________________________________________________
 JS0650  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 JS0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0650
 JS0650.The horizontal coordinates were scaled from a topographic map and have
 JS0650.an estimated accuracy of +/- 6 seconds.
 JS0650
 JS0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0650.The vertical order pertains to the NGVD 29 superseded value.
 JS0650
 JS0650.The geoid height was determined by GEOID03.
 JS0650
 JS0650;                    North         East    Units  Estimated Accuracy
 JS0650;SPC CA 2     -   648,720.    2,117,010.      MT  (+/- 180 meters Scaled)
 JS0650
 JS0650                          SUPERSEDED SURVEY CONTROL
 JS0650
 JS0650  NGVD 29 (??/??/92) 1267.874  (m)         4159.68   (f) ADJ UNCH    2 0
 JS0650
 JS0650.Superseded values are not recommended for survey control.
 JS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0650.See file dsdata.txt to determine how the superseded data were derived.
 JS0650
 JS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ035192(NAD 83)
 JS0650_MARKER: N = NAIL
 JS0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0650_SP_SET: CEDAR TREE
 JS0650_MARK LOGO: USFS  
 JS0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0650
 JS0650  HISTORY     - Date     Condition        Report By
 JS0650  HISTORY     - UNK      MONUMENTED       USFS
 JS0650  HISTORY     - 1952     GOOD             CGS
 JS0650
 JS0650                          STATION DESCRIPTION
 JS0650
 JS0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0650'26.5 MI NE FROM GEORGETOWN.
 JS0650'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0650'POST OFFICE AT GEORGETOWN, THENCE 17.95 MILES NORTHEAST ALONG
 JS0650'THE RALSTON RIDGE ROAD, AT A U.S. FOREST SERVICE LOCATION POSTER
 JS0650'FOR T 13 N R 13 E, A NAIL DRIVEN IN THE BASE OF AN OAK TREE, 10.0
 JS0650'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET
 JS0650'NORTHWEST OF A LARGE CEDAR TREE WITH A SECTION LOCATION POSTER,
 JS0650'ABOUT 2.0 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 JS0650'PAINTED LETTERS AND NUMBERS USFS 4160 B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0466 ***********************************************************************
 MW0466  DESIGNATION -  4168.2 USGS
 MW0466  PID         -  MW0466
 MW0466  STATE/COUNTY-  CA/SHASTA
 MW0466  USGS QUAD   -  PONDOSA (1990)
 MW0466
 MW0466                         *CURRENT SURVEY CONTROL
 MW0466  ___________________________________________________________________
 MW0466* NAD 83(1986)-  41 10 11.     (N)    121 40 12.     (W)     SCALED    
 MW0466* NAVD 88     -      1271.668  (meters)    4172.13   (feet)  ADJUSTED  
 MW0466  ___________________________________________________________________
 MW0466  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 MW0466  DYNAMIC HT  -        1270.792 (meters)    4169.26  (feet)  COMP
 MW0466  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 MW0466
 MW0466  VERT ORDER  -  SECOND    CLASS 0
 MW0466
 MW0466.The horizontal coordinates were scaled from a topographic map and have
 MW0466.an estimated accuracy of +/- 6 seconds.
 MW0466
 MW0466.The orthometric height was determined by differential leveling
 MW0466.and adjusted in June 1991.
 MW0466
 MW0466.The geoid height was determined by GEOID03.
 MW0466
 MW0466.The dynamic height is computed by dividing the NAVD 88
 MW0466.geopotential number by the normal gravity value computed on the
 MW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0466.degrees latitude (g = 980.6199 gals.).
 MW0466
 MW0466.The modeled gravity was interpolated from observed gravity values.
 MW0466
 MW0466;                    North         East    Units  Estimated Accuracy
 MW0466;SPC CA 1     -   703,960.    2,027,690.      MT  (+/- 180 meters Scaled)
 MW0466
 MW0466                          SUPERSEDED SURVEY CONTROL
 MW0466
 MW0466  NGVD 29 (??/??/??) 1270.640  (m)         4168.76   (f) ADJUSTED    2 0
 MW0466
 MW0466.Superseded values are not recommended for survey control.
 MW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0466.See file dsdata.txt to determine how the superseded data were derived.
 MW0466
 MW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL115584(NAD 83)
 MW0466_MARKER: R = RIVET
 MW0466_SETTING: 0 = UNSPECIFIED SETTING
 MW0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0466
 MW0466  HISTORY     - Date     Condition        Report By
 MW0466  HISTORY     - UNK      MONUMENTED       USGS
 MW0466  HISTORY     - 1936     GOOD             NGS
 MW0466  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0466
 MW0466                          STATION DESCRIPTION
 MW0466
 MW0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0466'2.2 MI SE FROM BEAR FLAT.
 MW0466'2.2 MILES SOUTHEAST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS
 MW0466'ROAD FROM BEAR FLAT, SHASTA COUNTY, 25 FEET SOUTH OF THE
 MW0466'CENTERLINE OF THE ROAD, AND IN THE BASE OF A 48-INCH PINE TREE.
 MW0466'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER RIVET.
 MW0466
 MW0466                          STATION RECOVERY (1986)
 MW0466
 MW0466'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0918 ***********************************************************************
 DC0918  DESIGNATION -  417.0 USGS
 DC0918  PID         -  DC0918
 DC0918  STATE/COUNTY-  CA/SAN DIEGO
 DC0918  USGS QUAD   -  LA MESA (1980)
 DC0918
 DC0918                         *CURRENT SURVEY CONTROL
 DC0918  ___________________________________________________________________
 DC0918* NAD 83(1986)-  32 50 52.     (N)    117 07 25.     (W)     SCALED    
 DC0918* NAVD 88     -       127.75   (+/-2cm)     419.1    (feet)  VERTCON   
 DC0918  ___________________________________________________________________
 DC0918  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DC0918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0918
 DC0918.The horizontal coordinates were scaled from a topographic map and have
 DC0918.an estimated accuracy of +/- 6 seconds.
 DC0918
 DC0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0918.The vertical order pertains to the NGVD 29 superseded value.
 DC0918
 DC0918.The geoid height was determined by GEOID03.
 DC0918
 DC0918;                    North         East    Units  Estimated Accuracy
 DC0918;SPC CA 6     -   575,880.    1,918,220.      MT  (+/- 180 meters Scaled)
 DC0918
 DC0918                          SUPERSEDED SURVEY CONTROL
 DC0918
 DC0918  NGVD 29 (??/??/??)  127.100  (m)          416.99   (f) ADJUSTED    2 0
 DC0918
 DC0918.Superseded values are not recommended for survey control.
 DC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0918.See file dsdata.txt to determine how the superseded data were derived.
 DC0918
 DC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS884344(NAD 83)
 DC0918_MARKER: Q = CHISELED SQUARE
 DC0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0918_SP_SET: CULVERT
 DC0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0918
 DC0918  HISTORY     - Date     Condition        Report By
 DC0918  HISTORY     - UNK      MONUMENTED       USGS
 DC0918  HISTORY     - 1955     GOOD             NGS
 DC0918
 DC0918                          STATION DESCRIPTION
 DC0918
 DC0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0918'0.4 MI SE FROM CAMP ELLIOTT.
 DC0918'0.45 MILE SOUTHWEST ALONG MURPHY CANYON ROAD FROM THE MAIN GATE
 DC0918'AT CAMP ELLIOTT, AT THE NORTHEAST CORNER OF A TRIANGLE FORMED
 DC0918'BY A PAVED ROAD (OLD U.S. HIGHWAY 395) LEADING SOUTHWEST, AT
 DC0918'A 12-INCH CORRUGATED METAL PIPE CULVERT UNDER THE OLD HIGHWAY,
 DC0918'ON THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL,
 DC0918'48 FEET WEST OF THE CENTER LINE OF MURPHY CANYON ROAD, 24 FEET
 DC0918'SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, AND ABOUT
 DC0918'3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0239 ***********************************************************************
 LT0239  DESIGNATION -  4186 USGS
 LT0239  PID         -  LT0239
 LT0239  STATE/COUNTY-  CA/SHASTA
 LT0239  USGS QUAD   -  OLD STATION (1995)
 LT0239
 LT0239                         *CURRENT SURVEY CONTROL
 LT0239  ___________________________________________________________________
 LT0239* NAD 83(1986)-  40 42 12.     (N)    121 25 04.     (W)     SCALED    
 LT0239* NAVD 88     -      1277.320  (meters)    4190.67   (feet)  ADJUSTED  
 LT0239  ___________________________________________________________________
 LT0239  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LT0239  DYNAMIC HT  -        1276.354 (meters)    4187.50  (feet)  COMP
 LT0239  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 LT0239
 LT0239  VERT ORDER  -  SECOND    CLASS 0
 LT0239
 LT0239.The horizontal coordinates were scaled from a topographic map and have
 LT0239.an estimated accuracy of +/- 6 seconds.
 LT0239
 LT0239.The orthometric height was determined by differential leveling
 LT0239.and adjusted in June 1991.
 LT0239
 LT0239.The geoid height was determined by GEOID03.
 LT0239
 LT0239.The dynamic height is computed by dividing the NAVD 88
 LT0239.geopotential number by the normal gravity value computed on the
 LT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0239.degrees latitude (g = 980.6199 gals.).
 LT0239
 LT0239.The modeled gravity was interpolated from observed gravity values.
 LT0239
 LT0239;                    North         East    Units  Estimated Accuracy
 LT0239;SPC CA 1     -   652,280.    2,049,200.      MT  (+/- 180 meters Scaled)
 LT0239
 LT0239                          SUPERSEDED SURVEY CONTROL
 LT0239
 LT0239  NGVD 29 (??/??/??) 1276.288  (m)         4187.29   (f) ADJUSTED    2 0
 LT0239
 LT0239.Superseded values are not recommended for survey control.
 LT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0239.See file dsdata.txt to determine how the superseded data were derived.
 LT0239
 LT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL336070(NAD 83)
 LT0239_MARKER: S = SPIKE
 LT0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0239_SP_SET: TREE
 LT0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0239
 LT0239  HISTORY     - Date     Condition        Report By
 LT0239  HISTORY     - UNK      MONUMENTED       USGS
 LT0239  HISTORY     - 1935     GOOD             NGS
 LT0239
 LT0239                          STATION DESCRIPTION
 LT0239
 LT0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0239'2.3 MI N FROM OLD STATION.
 LT0239'2.3 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0239'OLD STATION, SHASTA COUNTY, AT THE SOUTH EDGE OF THE SANDY CAMP
 LT0239'GROUNDS, 48.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 LT0239'AT THE BASE OF A 30-INCH PINE TREE.  AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1929 ***********************************************************************
 DX1929  DESIGNATION -  42
 DX1929  PID         -  DX1929
 DX1929  STATE/COUNTY-  CA/ORANGE
 DX1929  USGS QUAD   -  TUSTIN (1981)
 DX1929
 DX1929                         *CURRENT SURVEY CONTROL
 DX1929  ___________________________________________________________________
 DX1929* NAD 83(1986)-  33 42 32.     (N)    117 52 03.     (W)     SCALED    
 DX1929* NAVD 88     -        13.618  (meters)      44.68   (feet)  READJUSTED
 DX1929  ___________________________________________________________________
 DX1929  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1929  DYNAMIC HT  -          13.600 (meters)      44.62  (feet)  COMP
 DX1929  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DX1929
 DX1929  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1929
 DX1929.The horizontal coordinates were scaled from a topographic map and have
 DX1929.an estimated accuracy of +/- 6 seconds.
 DX1929
 DX1929.The orthometric height was determined by differential leveling
 DX1929.and adjusted in February 1993.
 DX1929.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1929.distribution rate of 0.0 thru 1.0 mm/km.
 DX1929.The height was derived from older observations constrained to new
 DX1929.heights in a crustal motion area.  The height is approximate in
 DX1929.relation to other heights in its vicinity.
 DX1929
 DX1929.The geoid height was determined by GEOID03.
 DX1929
 DX1929.The dynamic height is computed by dividing the NAVD 88
 DX1929.geopotential number by the normal gravity value computed on the
 DX1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1929.degrees latitude (g = 980.6199 gals.).
 DX1929
 DX1929.The modeled gravity was interpolated from observed gravity values.
 DX1929
 DX1929;                    North         East    Units  Estimated Accuracy
 DX1929;SPC CA 6     -   672,200.    1,850,070.      MT  (+/- 180 meters Scaled)
 DX1929
 DX1929                          SUPERSEDED SURVEY CONTROL
 DX1929
 DX1929  NGVD 29 (??/??/??)   12.991  (m)           42.62   (f) ADJUSTED    1 1
 DX1929
 DX1929.Superseded values are not recommended for survey control.
 DX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1929.See file dsdata.txt to determine how the superseded data were derived.
 DX1929
 DX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196302(NAD 83)
 DX1929_MARKER: DD = SURVEY DISK
 DX1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1929+STABILITY: SURFACE MOTION
 DX1929
 DX1929  HISTORY     - Date     Condition        Report By
 DX1929  HISTORY     - UNK      MONUMENTED       CA3420
 DX1929  HISTORY     - 1955     GOOD             NGS
 DX1929  HISTORY     - 1969     GOOD             CA-059
 DX1929  HISTORY     - 1977     GOOD             NGS
 DX1929
 DX1929                          STATION DESCRIPTION
 DX1929
 DX1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1929'AT SANTA ANA.
 DX1929'AT SANTA ANA, ALONG SOUTH MAIN STREET, AT THE SOUTH CITY LIMITS,
 DX1929'1.9 MILES NORTH OF PAULARINO SCHOOL, 0.5 MILE NORTH OF BENCH
 DX1929'MARK H 782, AT THE CENTER OF THE T JUNCTION OF EAST DYER ROAD
 DX1929'LEADING EAST, 52.6 FEET SOUTHWEST OF A 3-INCH IRON STREET SIGNPOST
 DX1929'AND SET IN CONCRETE ABOUT 1 1/2 FEET BELOW THE SURFACE OF THE
 DX1929'PAVEMENT, ACCESS TO WHICH IS HAD THROUGH A 6-INCH TILE PIPE WITH
 DX1929'AN 8-INCH METAL COVER MARKED MON.
 DX1929
 DX1929                          STATION RECOVERY (1969)
 DX1929
 DX1929'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1929'RECOVERED IN GOOD CONDITION.
 DX1929
 DX1929                          STATION RECOVERY (1977)
 DX1929
 DX1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0134 ***********************************************************************
 FT0134  DESIGNATION -  42
 FT0134  PID         -  FT0134
 FT0134  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0134  USGS QUAD   -  SILURIAN HILLS (1983)
 FT0134
 FT0134                         *CURRENT SURVEY CONTROL
 FT0134  ___________________________________________________________________
 FT0134* NAD 83(1986)-  35 32 06.     (N)    116 07 01.     (W)     SCALED    
 FT0134* NAVD 88     -       336.536  (meters)    1104.12   (feet)  POSTED    
 FT0134  ___________________________________________________________________
 FT0134  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FT0134  DYNAMIC HT  -         336.200 (meters)    1103.02  (feet)  COMP
 FT0134  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 FT0134
 FT0134  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FT0134
 FT0134.The horizontal coordinates were scaled from a topographic map and have
 FT0134.an estimated accuracy of +/- 6 seconds.
 FT0134
 FT0134.The orthometric height was determined by differential leveling
 FT0134.and adjusted by the  in 1992.
 FT0134.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FT0134.rate of 0.0 thru 1.0 mm/km.
 FT0134
 FT0134.The geoid height was determined by GEOID03.
 FT0134
 FT0134.The dynamic height is computed by dividing the NAVD 88
 FT0134.geopotential number by the normal gravity value computed on the
 FT0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0134.degrees latitude (g = 980.6199 gals.).
 FT0134
 FT0134.The modeled gravity was interpolated from observed gravity values.
 FT0134
 FT0134;                    North         East    Units  Estimated Accuracy
 FT0134;SPC CA 5     -   727,340.    2,170,770.      MT  (+/- 180 meters Scaled)
 FT0134
 FT0134                          SUPERSEDED SURVEY CONTROL
 FT0134
 FT0134  NGVD 29 (??/??/92)  335.844  (m)         1101.85   (f) ADJ UNCH    1 2
 FT0134
 FT0134.Superseded values are not recommended for survey control.
 FT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0134.See file dsdata.txt to determine how the superseded data were derived.
 FT0134
 FT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV800327(NAD 83)
 FT0134_MARKER: DD = SURVEY DISK
 FT0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FT0134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FT0134_STAMPING: 1102.304 B 1909 42
 FT0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0134
 FT0134  HISTORY     - Date     Condition        Report By
 FT0134  HISTORY     - 1909     MONUMENTED       USGS
 FT0134  HISTORY     - 1943     GOOD             NGS
 FT0134
 FT0134                          STATION DESCRIPTION
 FT0134
 FT0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FT0134'11.6 MI N FROM SILVER LAKE.
 FT0134'11.6 MILES NORTH ALONG THE ABANDONED TONOPAH AND TIDEWATER
 FT0134'RAILROAD FROM SILVER LAKE, SAN BERNARDINO COUNTY, ABOUT 700 FEET
 FT0134'SOUTH OF AN OLD ROAD CROSSING, 97 FEET SOUTH OF CULVERT 60 D,
 FT0134'48 FEET EAST OF THE CENTERLINE OF THE FORMER TRACK, AND 16 FEET
 FT0134'NORTHWEST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FT0134'CAP, STAMPED 1102.304 B 1909 42 AND RIVETED ON THE TOP OF A
 FT0134'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1805 ***********************************************************************
 JT1805  DESIGNATION -  42 1
 JT1805  PID         -  JT1805
 JT1805  STATE/COUNTY-  CA/NAPA
 JT1805  USGS QUAD   -  NAPA (1980)
 JT1805
 JT1805                         *CURRENT SURVEY CONTROL
 JT1805  ___________________________________________________________________
 JT1805* NAD 83(1986)-  38 17 17.     (N)    122 18 09.     (W)     SCALED    
 JT1805* NAVD 88     -         9.43   (+/-2cm)      30.9    (feet)  VERTCON   
 JT1805  ___________________________________________________________________
 JT1805  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1805  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1805
 JT1805.The horizontal coordinates were scaled from a topographic map and have
 JT1805.an estimated accuracy of +/- 6 seconds.
 JT1805
 JT1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1805.The vertical order pertains to the NGVD 29 superseded value.
 JT1805
 JT1805.The geoid height was determined by GEOID03.
 JT1805
 JT1805;                    North         East    Units  Estimated Accuracy
 JT1805;SPC CA 2     -   569,020.    1,973,540.      MT  (+/- 180 meters Scaled)
 JT1805
 JT1805                          SUPERSEDED SURVEY CONTROL
 JT1805
 JT1805  NGVD 29 (??/??/92)    8.658  (m)           28.41   (f) ADJ UNCH    1 1
 JT1805
 JT1805.Superseded values are not recommended for survey control.
 JT1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1805.See file dsdata.txt to determine how the superseded data were derived.
 JT1805
 JT1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609380(NAD 83)
 JT1805_MARKER: DD = SURVEY DISK
 JT1805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1805_SP_SET: MASSIVE STRUCTURE
 JT1805_MARK LOGO: CA2330
 JT1805_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1805
 JT1805  HISTORY     - Date     Condition        Report By
 JT1805  HISTORY     - 1971     MONUMENTED       CA2330
 JT1805
 JT1805                          STATION DESCRIPTION
 JT1805
 JT1805'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1805'AT INTERSECTION OF OLD SONOMA ROAD AND FREEWAY DRIVE, AT WEST END OF
 JT1805'BRIDGE, NORTH SIDE, ON CB, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1809 ***********************************************************************
 JT1809  DESIGNATION -  42 2
 JT1809  PID         -  JT1809
 JT1809  STATE/COUNTY-  CA/NAPA
 JT1809  USGS QUAD   -  NAPA (1980)
 JT1809
 JT1809                         *CURRENT SURVEY CONTROL
 JT1809  ___________________________________________________________________
 JT1809* NAD 83(1986)-  38 17 38.     (N)    122 18 08.     (W)     SCALED    
 JT1809* NAVD 88     -        12.37   (+/-2cm)      40.6    (feet)  VERTCON   
 JT1809  ___________________________________________________________________
 JT1809  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1809  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1809
 JT1809.The horizontal coordinates were scaled from a topographic map and have
 JT1809.an estimated accuracy of +/- 6 seconds.
 JT1809
 JT1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1809.The vertical order pertains to the NGVD 29 superseded value.
 JT1809
 JT1809.The geoid height was determined by GEOID03.
 JT1809
 JT1809;                    North         East    Units  Estimated Accuracy
 JT1809;SPC CA 2     -   569,670.    1,973,560.      MT  (+/- 180 meters Scaled)
 JT1809
 JT1809                          SUPERSEDED SURVEY CONTROL
 JT1809
 JT1809  NGVD 29 (??/??/92)   11.592  (m)           38.03   (f) ADJ UNCH    1 1
 JT1809
 JT1809.Superseded values are not recommended for survey control.
 JT1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1809.See file dsdata.txt to determine how the superseded data were derived.
 JT1809
 JT1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610386(NAD 83)
 JT1809_MARKER: DD = SURVEY DISK
 JT1809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1809_SP_SET: HEADWALL
 JT1809_MARK LOGO: CA2330
 JT1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1809+STABILITY: SURFACE MOTION
 JT1809
 JT1809  HISTORY     - Date     Condition        Report By
 JT1809  HISTORY     - 1971     MONUMENTED       CA2330
 JT1809
 JT1809                          STATION DESCRIPTION
 JT1809
 JT1809'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1809'AT INTERSECTION OF LAUREL AND KILBURN AT HIGHWAY RIGHT OF WAY FENCE,
 JT1809'ON THE NORTH END OF A HEADWALL, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1810 ***********************************************************************
 JT1810  DESIGNATION -  42 3
 JT1810  PID         -  JT1810
 JT1810  STATE/COUNTY-  CA/NAPA
 JT1810  USGS QUAD   -  NAPA (1980)
 JT1810
 JT1810                         *CURRENT SURVEY CONTROL
 JT1810  ___________________________________________________________________
 JT1810* NAD 83(1986)-  38 17 49.     (N)    122 18 07.     (W)     SCALED    
 JT1810* NAVD 88     -        14.72   (+/-2cm)      48.3    (feet)  VERTCON   
 JT1810  ___________________________________________________________________
 JT1810  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1810  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1810
 JT1810.The horizontal coordinates were scaled from a topographic map and have
 JT1810.an estimated accuracy of +/- 6 seconds.
 JT1810
 JT1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1810.The vertical order pertains to the NGVD 29 superseded value.
 JT1810
 JT1810.The geoid height was determined by GEOID03.
 JT1810
 JT1810;                    North         East    Units  Estimated Accuracy
 JT1810;SPC CA 2     -   570,010.    1,973,590.      MT  (+/- 180 meters Scaled)
 JT1810
 JT1810                          SUPERSEDED SURVEY CONTROL
 JT1810
 JT1810  NGVD 29 (??/??/92)   13.942  (m)           45.74   (f) ADJ UNCH    1 1
 JT1810
 JT1810.Superseded values are not recommended for survey control.
 JT1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1810.See file dsdata.txt to determine how the superseded data were derived.
 JT1810
 JT1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610389(NAD 83)
 JT1810_MARKER: DD = SURVEY DISK
 JT1810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1810_SP_SET: SIGN BASE
 JT1810_MARK LOGO: CA2330
 JT1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1810
 JT1810  HISTORY     - Date     Condition        Report By
 JT1810  HISTORY     - 1971     MONUMENTED       CA2330
 JT1810
 JT1810                          STATION DESCRIPTION
 JT1810
 JT1810'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1810'ALONG FREEWAY DRIVE AT NAPA VALLEY SHOPPING CENTER SIGN BASE, IN THE
 JT1810'EAST END, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1588 ***********************************************************************
 JT1588  DESIGNATION -  42 4
 JT1588  PID         -  JT1588
 JT1588  STATE/COUNTY-  CA/NAPA
 JT1588  USGS QUAD   -  NAPA (1980)
 JT1588
 JT1588                         *CURRENT SURVEY CONTROL
 JT1588  ___________________________________________________________________
 JT1588* NAD 83(1986)-  38 17 55.     (N)    122 18 10.     (W)     SCALED    
 JT1588* NAVD 88     -        15.54   (+/-2cm)      51.0    (feet)  VERTCON   
 JT1588  ___________________________________________________________________
 JT1588  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1588  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1588
 JT1588.The horizontal coordinates were scaled from a topographic map and have
 JT1588.an estimated accuracy of +/- 6 seconds.
 JT1588
 JT1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1588.The vertical order pertains to the NGVD 29 superseded value.
 JT1588
 JT1588.The geoid height was determined by GEOID03.
 JT1588
 JT1588;                    North         East    Units  Estimated Accuracy
 JT1588;SPC CA 2     -   570,200.    1,973,510.      MT  (+/- 180 meters Scaled)
 JT1588
 JT1588                          SUPERSEDED SURVEY CONTROL
 JT1588
 JT1588  NGVD 29 (??/??/92)   14.758  (m)           48.42   (f) ADJ UNCH    1 1
 JT1588
 JT1588.Superseded values are not recommended for survey control.
 JT1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1588.See file dsdata.txt to determine how the superseded data were derived.
 JT1588
 JT1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609391(NAD 83)
 JT1588_MARKER: DD = SURVEY DISK
 JT1588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1588_SP_SET: COPPER-CLAD STEEL ROD
 JT1588_STAMPING: 42 4 C OF N
 JT1588_MARK LOGO: CA2330
 JT1588_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1588
 JT1588  HISTORY     - Date     Condition        Report By
 JT1588  HISTORY     - 1972     MONUMENTED       CA2330
 JT1588
 JT1588                          STATION DESCRIPTION
 JT1588
 JT1588'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1588'1.1 MI (1.8 KM) WEST OF THE COUNTY COURTHOUSE AT NAPA ON THE EAST SIDE
 JT1588'OF FREEWAY DRIVE (WEST FRONTAGE ROAD, HIGHWAY 29), APPROXIMATELY 1100
 JT1588'FT (335.3 M) EAST OF INTERSECTION WITH FIRST STREET, 12 FT (3.7 M)
 JT1588'NORTH OF EAST PROJECTION OF NORTH WALL OF CROCKER BANK, 2.5 FT
 JT1588'(0.8 M) NORTH OF BEGINNING OF CURVE IN EAST CURB, 1 FT (0.3 M) WEST
 JT1588'OF STATE RIGHT OF WAY FENCE, 7.5 FT (2.3 M) EAST OF STREET CURB, 0.6
 JT1588'FT (0.2 M) BELOW TOP OF A 10 INCH DIAMETER MONUMENT BOX SET FLUSH
 JT1588'WITH THE TOP OF THE CURB, WITH THE WORD MONUMENT CAST IN THE COVER
 JT1588'AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL
 JT1588'AT 55 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1823 ***********************************************************************
 JT1823  DESIGNATION -  42 5
 JT1823  PID         -  JT1823
 JT1823  STATE/COUNTY-  CA/NAPA
 JT1823  USGS QUAD   -  NAPA (1980)
 JT1823
 JT1823                         *CURRENT SURVEY CONTROL
 JT1823  ___________________________________________________________________
 JT1823* NAD 83(1986)-  38 18 08.     (N)    122 18 14.     (W)     SCALED    
 JT1823* NAVD 88     -        17.01   (+/-2cm)      55.8    (feet)  VERTCON   
 JT1823  ___________________________________________________________________
 JT1823  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1823  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1823
 JT1823.The horizontal coordinates were scaled from a topographic map and have
 JT1823.an estimated accuracy of +/- 6 seconds.
 JT1823
 JT1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1823.The vertical order pertains to the NGVD 29 superseded value.
 JT1823
 JT1823.The geoid height was determined by GEOID03.
 JT1823
 JT1823;                    North         East    Units  Estimated Accuracy
 JT1823;SPC CA 2     -   570,600.    1,973,420.      MT  (+/- 180 meters Scaled)
 JT1823
 JT1823                          SUPERSEDED SURVEY CONTROL
 JT1823
 JT1823  NGVD 29 (??/??/92)   16.23   (m)           53.2    (f) COMPUTED    1 1
 JT1823
 JT1823.Superseded values are not recommended for survey control.
 JT1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1823.See file dsdata.txt to determine how the superseded data were derived.
 JT1823
 JT1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH608395(NAD 83)
 JT1823_MARKER: DD = SURVEY DISK
 JT1823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1823_SP_SET: CABLE BASE
 JT1823_MARK LOGO: CA2330
 JT1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1823
 JT1823  HISTORY     - Date     Condition        Report By
 JT1823  HISTORY     - 1971     MONUMENTED       CA2330
 JT1823
 JT1823                          STATION DESCRIPTION
 JT1823
 JT1823'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1823'ALONG COFFIELD AVENUE, A BRASS CAP IN THE SOUTH END OF TROLLEY CABLE
 JT1823'BASE, THE SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0025 ***********************************************************************
 HT0025  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0025  DESIGNATION -  42 A
 HT0025  PID         -  HT0025
 HT0025  STATE/COUNTY-  CA/ALAMEDA
 HT0025  USGS QUAD   -  OAKLAND EAST (1997)
 HT0025
 HT0025                         *CURRENT SURVEY CONTROL
 HT0025  ___________________________________________________________________
 HT0025* NAD 83(1986)-  37 46 16.     (N)    122 14 13.     (W)     SCALED    
 HT0025* NAVD 88     -         6.774  (meters)      22.22   (feet)  ADJUSTED  
 HT0025  ___________________________________________________________________
 HT0025  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HT0025  DYNAMIC HT  -           6.769 (meters)      22.21  (feet)  COMP
 HT0025  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 HT0025
 HT0025  VERT ORDER  -  FIRST     CLASS II
 HT0025
 HT0025.The horizontal coordinates were scaled from a topographic map and have
 HT0025.an estimated accuracy of +/- 6 seconds.
 HT0025
 HT0025.The orthometric height was determined by differential leveling
 HT0025.and adjusted in June 1991.
 HT0025
 HT0025.This Tidal Bench Mark is designated as VM 7557
 HT0025.by the Center for Operational Oceanographic Products and Services.
 HT0025
 HT0025.The geoid height was determined by GEOID03.
 HT0025
 HT0025.The dynamic height is computed by dividing the NAVD 88
 HT0025.geopotential number by the normal gravity value computed on the
 HT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0025.degrees latitude (g = 980.6199 gals.).
 HT0025
 HT0025.The modeled gravity was interpolated from observed gravity values.
 HT0025
 HT0025;                    North         East    Units  Estimated Accuracy
 HT0025;SPC CA 3     -   642,490.    1,846,990.      MT  (+/- 180 meters Scaled)
 HT0025
 HT0025                          SUPERSEDED SURVEY CONTROL
 HT0025
 HT0025  NGVD 29 (10/21/93)    5.949  (m)           19.52   (f) ADJUSTED    1 2
 HT0025
 HT0025.Superseded values are not recommended for survey control.
 HT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0025.See file dsdata.txt to determine how the superseded data were derived.
 HT0025
 HT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG672806(NAD 83)
 HT0025_MARKER: DD = SURVEY DISK
 HT0025_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0025_SP_SET: BRIDGE WALKWAY
 HT0025_STAMPING: 42 A 1941 HARBOR LINE
 HT0025_MARK LOGO: USE   
 HT0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0025+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1988
 HT0025
 HT0025  HISTORY     - Date     Condition        Report By
 HT0025  HISTORY     - 1941     MONUMENTED       DOD
 HT0025  HISTORY     - 1951     GOOD             NGS
 HT0025  HISTORY     - 1963     GOOD             NGS
 HT0025  HISTORY     - 1984     GOOD             USPSQD
 HT0025  HISTORY     - 1987     GOOD             USPSQD
 HT0025  HISTORY     - 19881011 GOOD             NGS
 HT0025  HISTORY     - 20070803 POOR             NGS
 HT0025  HISTORY     - 20070803 POOR             NGS
 HT0025  HISTORY     - 20070803 POOR             NGS
 HT0025
 HT0025                          STATION DESCRIPTION
 HT0025
 HT0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0025'AT ALAMEDA.
 HT0025'AT ALAMEDA, ABOUT 100 YARDS NORTHEAST OF THE INTERSECTION OF
 HT0025'PARK AND BLANDING AVENUES, IN THE TOP OF SOUTHEAST SIDEWALK OF
 HT0025'THE PARK STREET BRIDGE OVER THE CHANNEL, 20.3 FEET NORTHEAST
 HT0025'OF THE SOUTH CORNER OF THE DRAW SPAN, 3.4 FEET NORTHEAST OF THE
 HT0025'SOUTHEAST STEEL GUARD RAIL.
 HT0025
 HT0025                          STATION RECOVERY (1963)
 HT0025
 HT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0025'RECOVERED IN GOOD CONDITION.
 HT0025
 HT0025                          STATION RECOVERY (1984)
 HT0025
 HT0025'RECOVERY NOTE BY US POWER SQUADRON 1984
 HT0025'RECOVERED IN GOOD CONDITION.
 HT0025
 HT0025                          STATION RECOVERY (1987)
 HT0025
 HT0025'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0025'RECOVERED IN GOOD CONDITION.
 HT0025
 HT0025                          STATION RECOVERY (1988)
 HT0025
 HT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0025'RECOVERED IN GOOD CONDITION.
 HT0025
 HT0025                          STATION RECOVERY (2007)
 HT0025
 HT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (CDL)
 HT0025' 
 HT0025' 
 HT0025'THE STAMPING IS WORN DOWN. IT IS ALMOST UNREADABLE.
 HT0025
 HT0025                          STATION RECOVERY (2007)
 HT0025
 HT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (CDL)
 HT0025' 
 HT0025' 
 HT0025'THE STAMPING IS WORN DOWN. IT IS ALMOST UNREADABLE.
 HT0025
 HT0025                          STATION RECOVERY (2007)
 HT0025
 HT0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (CDL)
 HT0025' 
 HT0025' 
 HT0025'THE STAMPING IS WORN DOWN. IT IS ALMOST UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1806 ***********************************************************************
 JT1806  DESIGNATION -  42 A
 JT1806  PID         -  JT1806
 JT1806  STATE/COUNTY-  CA/NAPA
 JT1806  USGS QUAD   -  NAPA (1980)
 JT1806
 JT1806                         *CURRENT SURVEY CONTROL
 JT1806  ___________________________________________________________________
 JT1806* NAD 83(1986)-  38 17 16.     (N)    122 18 05.     (W)     SCALED    
 JT1806* NAVD 88     -        13.23   (+/-2cm)      43.4    (feet)  VERTCON   
 JT1806  ___________________________________________________________________
 JT1806  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1806  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1806
 JT1806.The horizontal coordinates were scaled from a topographic map and have
 JT1806.an estimated accuracy of +/- 6 seconds.
 JT1806
 JT1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1806.The vertical order pertains to the NGVD 29 superseded value.
 JT1806
 JT1806.The geoid height was determined by GEOID03.
 JT1806
 JT1806;                    North         East    Units  Estimated Accuracy
 JT1806;SPC CA 2     -   568,990.    1,973,630.      MT  (+/- 180 meters Scaled)
 JT1806
 JT1806                          SUPERSEDED SURVEY CONTROL
 JT1806
 JT1806  NGVD 29 (??/??/92)   12.458  (m)           40.87   (f) ADJ UNCH    1 1
 JT1806
 JT1806.Superseded values are not recommended for survey control.
 JT1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1806.See file dsdata.txt to determine how the superseded data were derived.
 JT1806
 JT1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610379(NAD 83)
 JT1806_MARKER: DD = SURVEY DISK
 JT1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1806_SP_SET: CONCRETE POST
 JT1806_MARK LOGO: CA2330
 JT1806_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1806+STABILITY: SURFACE MOTION
 JT1806
 JT1806  HISTORY     - Date     Condition        Report By
 JT1806  HISTORY     - 1971     MONUMENTED       CA2330
 JT1806
 JT1806                          STATION DESCRIPTION
 JT1806
 JT1806'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1806'ALONG OLD SONOMA ROAD AT HIGHWAY 29 OVERPASS, AT WEST END ON THE NORTH
 JT1806'SIDE, A CONCRETE WELL TYPE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1762 ***********************************************************************
 EW1762  DESIGNATION -  42 A C OF LA
 EW1762  PID         -  EW1762
 EW1762  STATE/COUNTY-  CA/LOS ANGELES
 EW1762  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1762
 EW1762                         *CURRENT SURVEY CONTROL
 EW1762  ___________________________________________________________________
 EW1762* NAD 83(1986)-  34 03 30.     (N)    118 26 45.     (W)     SCALED    
 EW1762* NAVD 88     -        92.73   (+/-2cm)     304.2    (feet)  VERTCON   
 EW1762  ___________________________________________________________________
 EW1762  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EW1762  VERT ORDER  -  THIRD (See Below)
 EW1762
 EW1762.The horizontal coordinates were scaled from a topographic map and have
 EW1762.an estimated accuracy of +/- 6 seconds.
 EW1762
 EW1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1762.The vertical order pertains to the NGVD 29 superseded value.
 EW1762
 EW1762.The geoid height was determined by GEOID03.
 EW1762
 EW1762;                    North         East    Units  Estimated Accuracy
 EW1762;SPC CA 5     -   562,030.    1,958,840.      MT  (+/- 180 meters Scaled)
 EW1762
 EW1762                          SUPERSEDED SURVEY CONTROL
 EW1762
 EW1762  NGVD 29 (??/??/??)   91.96   (m)          301.7    (f) RESET       3  
 EW1762
 EW1762.Superseded values are not recommended for survey control.
 EW1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1762.See file dsdata.txt to determine how the superseded data were derived.
 EW1762
 EW1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT665695(NAD 83)
 EW1762_MARKER: Z = SEE DESCRIPTION
 EW1762_SETTING: 0 = UNSPECIFIED SETTING
 EW1762_STAMPING: BM 42 A 301.63
 EW1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1762
 EW1762  HISTORY     - Date     Condition        Report By
 EW1762  HISTORY     - UNK      MONUMENTED       CA1980
 EW1762  HISTORY     - 1945     GOOD             NGS
 EW1762
 EW1762                          STATION DESCRIPTION
 EW1762
 EW1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1762'AT LOS ANGELES.
 EW1762'AT LOS ANGELES NEAR THE INTERSECTION OF WILSHIRE BOULEVARD AND
 EW1762'MIDVALE AVENUE.  LOCATED ON THE NORTH CURB OF WILSHIRE BOULEVARD,
 EW1762'AND 47.1 FEET WEST OF THE WEST CURBLINE OF MIDVALE AVENUE NORTH
 EW1762'OF WILSHIRE BOULEVARD.  A CITY OF LOS ANGELES STANDARD DISK,
 EW1762'STAMPED BM 42 A 301.63.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0747 ***********************************************************************
 HR0747  DESIGNATION -  42 B
 HR0747  PID         -  HR0747
 HR0747  STATE/COUNTY-  CA/MARIPOSA
 HR0747  USGS QUAD   -  WAWONA (1992)
 HR0747
 HR0747                         *CURRENT SURVEY CONTROL
 HR0747  ___________________________________________________________________
 HR0747* NAD 83(1986)-  37 32 13.     (N)    119 39 20.     (W)     SCALED    
 HR0747* NAVD 88     -      1223.88   (+/-2cm)    4015.3    (feet)  VERTCON   
 HR0747  ___________________________________________________________________
 HR0747  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 HR0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0747
 HR0747.The horizontal coordinates were scaled from a topographic map and have
 HR0747.an estimated accuracy of +/- 6 seconds.
 HR0747
 HR0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0747.The vertical order pertains to the NGVD 29 superseded value.
 HR0747
 HR0747.The geoid height was determined by GEOID03.
 HR0747
 HR0747;                    North         East    Units  Estimated Accuracy
 HR0747;SPC CA 3     -   615,420.    2,074,630.      MT  (+/- 180 meters Scaled)
 HR0747
 HR0747                          SUPERSEDED SURVEY CONTROL
 HR0747
 HR0747  NGVD 29 (??/??/92) 1222.841  (m)         4011.94   (f) ADJ UNCH    2 0
 HR0747
 HR0747.Superseded values are not recommended for survey control.
 HR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0747.See file dsdata.txt to determine how the superseded data were derived.
 HR0747
 HR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB653577(NAD 83)
 HR0747_MARKER: DD = SURVEY DISK
 HR0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0747_SP_SET: SIDEWALK
 HR0747_STAMPING: 4012 42 B 1934
 HR0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0747
 HR0747  HISTORY     - Date     Condition        Report By
 HR0747  HISTORY     - 1934     MONUMENTED       USGS
 HR0747  HISTORY     - 1943     GOOD             NGS
 HR0747  HISTORY     - 20060401 GOOD             GEOCAC
 HR0747
 HR0747                          STATION DESCRIPTION
 HR0747
 HR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0747'AT WAWONA.
 HR0747'AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, AT THE
 HR0747'WAWONA HOTEL, 75 FEET EAST OF THE FOUNTAIN, 30 FEET WEST OF THE
 HR0747'FRONT ENTRANCE STEPS, 8 INCHES EAST OF THE CENTER OF THE NORTH
 HR0747'LIGHTPOST, AND IN THE CONCRETE SIDEWALK.  A UNITED STATES
 HR0747'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4012 42 B 1934.
 HR0747
 HR0747                          STATION RECOVERY (2006)
 HR0747
 HR0747'RECOVERY NOTE BY GEOCACHING 2006 (TAB)
 HR0747'THE STATION, WHICH IS LOCATED IN FRONT OF THE HISTORIC WAWONA HOTEL,
 HR0747'HAD BEEN OBSCURED BY FOR YEARS BY LANDSCAPING AND SOIL. THE SITE WAS
 HR0747'RECENTLY CLEARED BY WORKERS CLEANING UP AFTER RENOVATION OF THE
 HR0747'HOTEL'S FOUNDATION, MAKING THE STATION EASY TO RECOVER.
 HR0747' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1278 ***********************************************************************
 JS1278  DESIGNATION -  42 B
 JS1278  PID         -  JS1278
 JS1278  STATE/COUNTY-  CA/SACRAMENTO
 JS1278  USGS QUAD   -  GALT (1980)
 JS1278
 JS1278                         *CURRENT SURVEY CONTROL
 JS1278  ___________________________________________________________________
 JS1278* NAD 83(1986)-  38 17 06.     (N)    121 19 05.     (W)     SCALED    
 JS1278* NAVD 88     -        13.484  (meters)      44.24   (feet)  ADJUSTED  
 JS1278  ___________________________________________________________________
 JS1278  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JS1278  DYNAMIC HT  -          13.475 (meters)      44.21  (feet)  COMP
 JS1278  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JS1278
 JS1278  VERT ORDER  -  FIRST     CLASS II
 JS1278
 JS1278.The horizontal coordinates were scaled from a topographic map and have
 JS1278.an estimated accuracy of +/- 6 seconds.
 JS1278
 JS1278.The orthometric height was determined by differential leveling
 JS1278.and adjusted in June 1991.
 JS1278
 JS1278.The geoid height was determined by GEOID03.
 JS1278
 JS1278.The dynamic height is computed by dividing the NAVD 88
 JS1278.geopotential number by the normal gravity value computed on the
 JS1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS1278.degrees latitude (g = 980.6199 gals.).
 JS1278
 JS1278.The modeled gravity was interpolated from observed gravity values.
 JS1278
 JS1278;                    North         East    Units  Estimated Accuracy
 JS1278;SPC CA 2     -   568,860.    2,059,660.      MT  (+/- 180 meters Scaled)
 JS1278
 JS1278                          SUPERSEDED SURVEY CONTROL
 JS1278
 JS1278  NGVD 29 (??/??/92)   12.793  (m)           41.97   (f) ADJ UNCH    1 2
 JS1278
 JS1278.Superseded values are not recommended for survey control.
 JS1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1278.See file dsdata.txt to determine how the superseded data were derived.
 JS1278
 JS1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH471387(NAD 83)
 JS1278_MARKER: P = PIPE CAP
 JS1278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1278_SP_SET: SHALLOW-SET PIPE
 JS1278_STAMPING: 42 B 1901
 JS1278_MARK LOGO: USGS  
 JS1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1278
 JS1278  HISTORY     - Date     Condition        Report By
 JS1278  HISTORY     - 1901     MONUMENTED       USGS
 JS1278  HISTORY     - 1964     GOOD             NGS
 JS1278  HISTORY     - 1987     GOOD             NGS
 JS1278  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS1278
 JS1278                          STATION DESCRIPTION
 JS1278
 JS1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JS1278'2.4 MI N FROM GALT.
 JS1278'2.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 JS1278'THE STATION AT GALT, 0.1 MILE NORTH OF A ROAD CROSSING AND BENCH
 JS1278'MARK D 834, 3 1/2 POLES NORTH OF MILE POST 114, 45.3 FEET EAST
 JS1278'OF THE EAST RAIL, 1.8 FEET WEST OF A FENCE, ABOUT 2 FEET LOWER
 JS1278'THAN THE TRACK, A CAP RIVETED ON THE TOP OF A 3-INCH PIPE
 JS1278'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JS1278
 JS1278                          STATION RECOVERY (1987)
 JS1278
 JS1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JS1278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.6 KM (1.60
 JS1278'MI) WEST ALONG HARVEY ROAD (A STREET) FROM THE CROSSING OF THE
 JS1278'SOUTHERN PACIFIC RAILROAD IN GALT, THENCE 3.3 KM (2.05 MI) NORTH
 JS1278'ALONG CHRISTENSEN ROAD, THENCE 1.7 KM (1.05 MI) EAST ALONG SPRING
 JS1278'STREET, THENCE 0.12 KM (0.05 MI) NORTH ALONG THE SOUTHERN PACIFIC
 JS1278'RAILROAD, 3 1/2 POLES NORTH OF MILE POST 114, 13.8 M (45.3 FT) EAST
 JS1278'OF THE EAST RAIL, 0.55 M (1.8 FT) WEST OF A FENCE.  A CAP RIVETED ON
 JS1278'THE TOP OF A 3-INCH PIPE PROJECTING 15 CM ABOVE GROUND.
 JS1278'THE MARK IS 1.2 METERS  S FROM  A WITNESS POST
 JS1278'THE MARK IS 0.6 M BELOW THE TRACKS.
 JS1278
 JS1278                          STATION RECOVERY (2004)
 JS1278
 JS1278'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1278'RECENT LANDSCAPING IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1807 ***********************************************************************
 JT1807  DESIGNATION -  42 B
 JT1807  PID         -  JT1807
 JT1807  STATE/COUNTY-  CA/NAPA
 JT1807  USGS QUAD   -  NAPA (1980)
 JT1807
 JT1807                         *CURRENT SURVEY CONTROL
 JT1807  ___________________________________________________________________
 JT1807* NAD 83(1986)-  38 17 29.     (N)    122 18 08.     (W)     SCALED    
 JT1807* NAVD 88     -        10.04   (+/-2cm)      32.9    (feet)  VERTCON   
 JT1807  ___________________________________________________________________
 JT1807  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1807  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1807
 JT1807.The horizontal coordinates were scaled from a topographic map and have
 JT1807.an estimated accuracy of +/- 6 seconds.
 JT1807
 JT1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1807.The vertical order pertains to the NGVD 29 superseded value.
 JT1807
 JT1807.The geoid height was determined by GEOID03.
 JT1807
 JT1807;                    North         East    Units  Estimated Accuracy
 JT1807;SPC CA 2     -   569,390.    1,973,560.      MT  (+/- 180 meters Scaled)
 JT1807
 JT1807                          SUPERSEDED SURVEY CONTROL
 JT1807
 JT1807  NGVD 29 (??/??/92)    9.262  (m)           30.39   (f) ADJ UNCH    1 1
 JT1807
 JT1807.Superseded values are not recommended for survey control.
 JT1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1807.See file dsdata.txt to determine how the superseded data were derived.
 JT1807
 JT1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610383(NAD 83)
 JT1807_MARKER: DD = SURVEY DISK
 JT1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1807_SP_SET: CONCRETE POST
 JT1807_MARK LOGO: CA2330
 JT1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1807+STABILITY: SURFACE MOTION
 JT1807
 JT1807  HISTORY     - Date     Condition        Report By
 JT1807  HISTORY     - 1971     MONUMENTED       CA2330
 JT1807
 JT1807                          STATION DESCRIPTION
 JT1807
 JT1807'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1807'ALONG FREEWAY DRIVE, 10 FT (3.0 M) NORTH OF CENTERLINE OF PINE STREET,
 JT1807'NEAR WEST OF CURB LINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1807'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1808 ***********************************************************************
 JT1808  DESIGNATION -  42 C
 JT1808  PID         -  JT1808
 JT1808  STATE/COUNTY-  CA/NAPA
 JT1808  USGS QUAD   -  NAPA (1980)
 JT1808
 JT1808                         *CURRENT SURVEY CONTROL
 JT1808  ___________________________________________________________________
 JT1808* NAD 83(1986)-  38 17 39.     (N)    122 18 10.     (W)     SCALED    
 JT1808* NAVD 88     -        12.13   (+/-2cm)      39.8    (feet)  VERTCON   
 JT1808  ___________________________________________________________________
 JT1808  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1808  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1808
 JT1808.The horizontal coordinates were scaled from a topographic map and have
 JT1808.an estimated accuracy of +/- 6 seconds.
 JT1808
 JT1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1808.The vertical order pertains to the NGVD 29 superseded value.
 JT1808
 JT1808.The geoid height was determined by GEOID03.
 JT1808
 JT1808;                    North         East    Units  Estimated Accuracy
 JT1808;SPC CA 2     -   569,700.    1,973,510.      MT  (+/- 180 meters Scaled)
 JT1808
 JT1808                          SUPERSEDED SURVEY CONTROL
 JT1808
 JT1808  NGVD 29 (??/??/92)   11.352  (m)           37.24   (f) ADJ UNCH    1 1
 JT1808
 JT1808.Superseded values are not recommended for survey control.
 JT1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1808.See file dsdata.txt to determine how the superseded data were derived.
 JT1808
 JT1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609386(NAD 83)
 JT1808_MARKER: DD = SURVEY DISK
 JT1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1808_SP_SET: CONCRETE POST
 JT1808_MARK LOGO: CA2330
 JT1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1808+STABILITY: SURFACE MOTION
 JT1808
 JT1808  HISTORY     - Date     Condition        Report By
 JT1808  HISTORY     - 1971     MONUMENTED       CA2330
 JT1808
 JT1808                          STATION DESCRIPTION
 JT1808
 JT1808'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1808'ALONG FREEWAY DRIVE, 10 FT (3.0 M) NORTH OF CENTERLINE OF LAUREL, A
 JT1808'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0544 ***********************************************************************
 HT0544  DESIGNATION -  42 C OF SF
 HT0544  PID         -  HT0544
 HT0544  STATE/COUNTY-  CA/SAN MATEO
 HT0544  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0544
 HT0544                         *CURRENT SURVEY CONTROL
 HT0544  ___________________________________________________________________
 HT0544* NAD 83(1986)-  37 37 32.     (N)    122 22 34.     (W)     SCALED    
 HT0544* NAVD 88     -         3.63   (+/-2cm)      11.9    (feet)  VERTCON   
 HT0544  ___________________________________________________________________
 HT0544  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT0544  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0544
 HT0544.This mark is at San Francisco Intl Airport (SFO)
 HT0544
 HT0544.The horizontal coordinates were scaled from a topographic map and have
 HT0544.an estimated accuracy of +/- 6 seconds.
 HT0544
 HT0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0544.The vertical order pertains to the NGVD 29 superseded value.
 HT0544
 HT0544.The geoid height was determined by GEOID03.
 HT0544
 HT0544;                    North         East    Units  Estimated Accuracy
 HT0544;SPC CA 3     -   626,580.    1,834,410.      MT  (+/- 180 meters Scaled)
 HT0544
 HT0544                          SUPERSEDED SURVEY CONTROL
 HT0544
 HT0544  NGVD 29 (??/??/92)    2.807  (m)            9.21   (f) ADJ UNCH    1 2
 HT0544
 HT0544.Superseded values are not recommended for survey control.
 HT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0544.See file dsdata.txt to determine how the superseded data were derived.
 HT0544
 HT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG550644(NAD 83)
 HT0544_MARKER: Z = SEE DESCRIPTION
 HT0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0544_SP_SET: STEEL LEG CONCRETE FOUNDATION
 HT0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0544
 HT0544  HISTORY     - Date     Condition        Report By
 HT0544  HISTORY     - UNK      MONUMENTED       CA3290
 HT0544  HISTORY     - 1956     GOOD             NGS
 HT0544
 HT0544                          STATION DESCRIPTION
 HT0544
 HT0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0544'AT SAN FRANCISCO AIRPORT.
 HT0544'AT THE SAN FRANCISCO INTERNATIONAL AIRPORT, AT THE RADAR TOWER,
 HT0544'ON THE TOP OF THE EAST CORNER OF THE NORTHEAST CONCRETE
 HT0544'FOUNDATION OF THE NORTHEAST STEEL LEG, 17.7 FEET EAST OF BENCH
 HT0544'MARK K 553 1956, ABOUT 1 1/2 FEET HIGHER THAN THE GROUND, AND
 HT0544'MARKED WITH WHITE PAINTED LETTERS AND NUMBERS B M 42.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5845 ***********************************************************************
 EW5845  DESIGNATION -  42 C OF V
 EW5845  PID         -  EW5845
 EW5845  STATE/COUNTY-  CA/VENTURA
 EW5845  USGS QUAD   -  VENTURA (1967)
 EW5845
 EW5845                         *CURRENT SURVEY CONTROL
 EW5845  ___________________________________________________________________
 EW5845* NAD 83(1986)-  34 18 01.     (N)    119 17 42.     (W)     SCALED    
 EW5845* NAVD 88     -        28.325  (meters)      92.93   (feet)  READJUSTED
 EW5845  ___________________________________________________________________
 EW5845  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EW5845  DYNAMIC HT  -          28.300 (meters)      92.85  (feet)  COMP
 EW5845  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 EW5845
 EW5845  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5845
 EW5845.The horizontal coordinates were scaled from a topographic map and have
 EW5845.an estimated accuracy of +/- 6 seconds.
 EW5845
 EW5845.The orthometric height was determined by differential leveling
 EW5845.and adjusted in February 1993.
 EW5845.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5845.distribution rate of 0.0 thru 1.0 mm/km.
 EW5845.The height was derived from older observations constrained to new
 EW5845.heights in a crustal motion area.  The height is approximate in
 EW5845.relation to other heights in its vicinity.
 EW5845
 EW5845.The geoid height was determined by GEOID03.
 EW5845
 EW5845.The dynamic height is computed by dividing the NAVD 88
 EW5845.geopotential number by the normal gravity value computed on the
 EW5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5845.degrees latitude (g = 980.6199 gals.).
 EW5845
 EW5845.The modeled gravity was interpolated from observed gravity values.
 EW5845
 EW5845;                    North         East    Units  Estimated Accuracy
 EW5845;SPC CA 5     -   589,540.    1,880,790.      MT  (+/- 180 meters Scaled)
 EW5845
 EW5845                          SUPERSEDED SURVEY CONTROL
 EW5845
 EW5845  NGVD 29 (??/??/92)   27.571  (m)           90.46   (f) ADJ UNCH    1 1
 EW5845
 EW5845.Superseded values are not recommended for survey control.
 EW5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5845.See file dsdata.txt to determine how the superseded data were derived.
 EW5845
 EW5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT887978(NAD 83)
 EW5845_MARKER: DB = BENCH MARK DISK
 EW5845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5845_SP_SET: CURB
 EW5845
 EW5845  HISTORY     - Date     Condition        Report By
 EW5845  HISTORY     - UNK      MONUMENTED
 EW5845  HISTORY     - 1977     GOOD             NGS
 EW5845
 EW5845                          STATION DESCRIPTION
 EW5845
 EW5845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5845'VENTURA.
 EW5845'AT THE JUNCTION OF VENTURA AVENUE AND DE ANZA DRIVE, 135.0 FT. SOUTH
 EW5845'OF POWER POLE 1424476E, 32.0 FT. WEST OF THE CENTER LINE OF THE
 EW5845'AVENUE, 18.0 FT. NORTH OF THE CENTER LINE OF THE SOUTH ENTRANCE TO THE
 EW5845'PARKING LOT OF THE VENTURA COUNTY ASSESSOR BUILDING, 4.7 FT. SOUTHEAST
 EW5845'OF A 2-INCH STEEL POLE SUPPORTING A BUS STOP SIGN, IN THE TOP OF A
 EW5845'7-INCH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2465 ***********************************************************************
 HS2465  DESIGNATION -  42 DWR
 HS2465  PID         -  HS2465
 HS2465  STATE/COUNTY-  CA/STANISLAUS
 HS2465  USGS QUAD   -  PATTERSON (1978)
 HS2465
 HS2465                         *CURRENT SURVEY CONTROL
 HS2465  ___________________________________________________________________
 HS2465* NAD 83(1986)-  37 25 16.     (N)    121 09 19.     (W)     SCALED    
 HS2465* NAVD 88     -        78.73   (+/-2cm)     258.3    (feet)  VERTCON   
 HS2465  ___________________________________________________________________
 HS2465  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 HS2465  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2465
 HS2465.The horizontal coordinates were scaled from a topographic map and have
 HS2465.an estimated accuracy of +/- 6 seconds.
 HS2465
 HS2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2465.The vertical order pertains to the NGVD 29 superseded value.
 HS2465
 HS2465.The geoid height was determined by GEOID03.
 HS2465
 HS2465;                    North         East    Units  Estimated Accuracy
 HS2465;SPC CA 3     -   602,430.    1,942,000.      MT  (+/- 180 meters Scaled)
 HS2465
 HS2465                          SUPERSEDED SURVEY CONTROL
 HS2465
 HS2465  NGVD 29 (??/??/??)   77.957  (m)          255.76   (f) ADJUSTED    1 1
 HS2465
 HS2465.Superseded values are not recommended for survey control.
 HS2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2465.See file dsdata.txt to determine how the superseded data were derived.
 HS2465
 HS2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG632431(NAD 83)
 HS2465_MARKER: P = PIPE CAP
 HS2465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2465_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2465_STAMPING: 42
 HS2465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2465
 HS2465  HISTORY     - Date     Condition        Report By
 HS2465  HISTORY     - UNK      MONUMENTED       CADWR
 HS2465  HISTORY     - 1967     GOOD             NGS
 HS2465  HISTORY     - 1974     GOOD             NGS
 HS2465
 HS2465                          STATION DESCRIPTION
 HS2465
 HS2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2465'5.2 MI S FROM PATTERSON.
 HS2465'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2465'FROM THE STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY
 HS2465'AVENUE, THENCE 2.9 MILES SOUTH ALONG WARD AVENUE, THENCE 0.75
 HS2465'MILE WEST ALONG OAK FLAT ROAD, 0.35 MILE WEST OF THE CALIFORNIA
 HS2465'AQUEDUCT AND BENCH MARK MI. 42.9 (DWR), 83 FEET NORTH OF THE CENTER
 HS2465'LINE OF THE ROAD, 54 FEET NORTHEAST OF A POWER POLE, 1.5 FEET
 HS2465'SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, ABOUT 2 1/2
 HS2465'FEET LOWER THAN THE ROAD, AND BOLTED ON THE TOP OF A 1 1/2-INCH
 HS2465'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HS2465
 HS2465                          STATION RECOVERY (1974)
 HS2465
 HS2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1052 ***********************************************************************
 KT1052  DESIGNATION -  42 HJH USGS
 KT1052  PID         -  KT1052
 KT1052  STATE/COUNTY-  CA/MENDOCINO
 KT1052  USGS QUAD   -  JAMISON RIDGE (1994)
 KT1052
 KT1052                         *CURRENT SURVEY CONTROL
 KT1052  ___________________________________________________________________
 KT1052* NAD 83(1986)-  39 38 19.     (N)    123 09 22.     (W)     SCALED    
 KT1052* NAVD 88     -       746.20   (+/-2cm)    2448.2    (feet)  VERTCON   
 KT1052  ___________________________________________________________________
 KT1052  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 KT1052  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1052
 KT1052.The horizontal coordinates were scaled from a topographic map and have
 KT1052.an estimated accuracy of +/- 6 seconds.
 KT1052
 KT1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1052.The vertical order pertains to the NGVD 29 superseded value.
 KT1052
 KT1052.The geoid height was determined by GEOID03.
 KT1052
 KT1052;                    North         East    Units  Estimated Accuracy
 KT1052;SPC CA 2     -   719,530.    1,900,760.      MT  (+/- 180 meters Scaled)
 KT1052
 KT1052                          SUPERSEDED SURVEY CONTROL
 KT1052
 KT1052  NGVD 29 (??/??/92)  745.265  (m)         2445.09   (f) ADJ UNCH    1 2
 KT1052
 KT1052.Superseded values are not recommended for survey control.
 KT1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1052.See file dsdata.txt to determine how the superseded data were derived.
 KT1052
 KT1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ866876(NAD 83)
 KT1052_MARKER: DD = SURVEY DISK
 KT1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1052_STAMPING: 42 HJH 2445 1951
 KT1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1052+STABILITY: SURFACE MOTION
 KT1052
 KT1052  HISTORY     - Date     Condition        Report By
 KT1052  HISTORY     - 1951     MONUMENTED       USGS
 KT1052  HISTORY     - 1965     GOOD             NGS
 KT1052
 KT1052                          STATION DESCRIPTION
 KT1052
 KT1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KT1052'2.2 MI E FROM EDEN VALLEY RANCH.
 KT1052'2.2 MILES EAST ALONG A TRACK ROAD FROM THE EDEN VALLEY RANCH,
 KT1052'0.35 MILE WEST OF THE CROSSING OF A CREEK, NEAR A PILE OF
 KT1052'BOULDERS ON THE NORTH SIDE OF THE ROAD, 0.8 MILE EAST OF A GATE
 KT1052'WHICH IS ON THE NORTH SIDE OF TONEY CREEK, 1.05 MILES EAST OF
 KT1052'A FORD ACROSS TONEY CREEK, 22 FEET NORTH OF THE CENTER LINE OF
 KT1052'THE ROAD, 3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 KT1052'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KT1052'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0906 ***********************************************************************
 FT0906  DESIGNATION -  42 KSM
 FT0906  PID         -  FT0906
 FT0906  STATE/COUNTY-  CA/KERN
 FT0906  USGS QUAD   -  RIDGECREST NORTH (1973)
 FT0906
 FT0906                         *CURRENT SURVEY CONTROL
 FT0906  ___________________________________________________________________
 FT0906* NAD 83(1986)-  35 44 07.     (N)    117 39 49.     (W)     SCALED    
 FT0906* NAVD 88     -       664.166  (meters)    2179.02   (feet)  ADJUSTED  
 FT0906  ___________________________________________________________________
 FT0906  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FT0906  DYNAMIC HT  -         663.457 (meters)    2176.69  (feet)  COMP
 FT0906  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 FT0906
 FT0906  VERT ORDER  -  FIRST     CLASS II
 FT0906
 FT0906.The horizontal coordinates were scaled from a topographic map and have
 FT0906.an estimated accuracy of +/- 6 seconds.
 FT0906
 FT0906.The orthometric height was determined by differential leveling
 FT0906.and adjusted in June 1991.
 FT0906
 FT0906.The geoid height was determined by GEOID03.
 FT0906
 FT0906.The dynamic height is computed by dividing the NAVD 88
 FT0906.geopotential number by the normal gravity value computed on the
 FT0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0906.degrees latitude (g = 980.6199 gals.).
 FT0906
 FT0906.The modeled gravity was interpolated from observed gravity values.
 FT0906
 FT0906;                    North         East    Units  Estimated Accuracy
 FT0906;SPC CA 5     -   748,020.    2,030,430.      MT  (+/- 180 meters Scaled)
 FT0906
 FT0906                          SUPERSEDED SURVEY CONTROL
 FT0906
 FT0906  NGVD 29 (??/??/??)  663.46   (m)         2176.7    (f) RESET       3  
 FT0906
 FT0906.Superseded values are not recommended for survey control.
 FT0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0906.See file dsdata.txt to determine how the superseded data were derived.
 FT0906
 FT0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV399547(NAD 83)
 FT0906_MARKER: DD = SURVEY DISK
 FT0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0906_STAMPING: 2176 42 KSM 1946
 FT0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0906+STABILITY: SURFACE MOTION
 FT0906
 FT0906  HISTORY     - Date     Condition        Report By
 FT0906  HISTORY     - 1946     MONUMENTED       USGS
 FT0906  HISTORY     - 1950     GOOD             NGS
 FT0906
 FT0906                          STATION DESCRIPTION
 FT0906
 FT0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0906'IN NOTS.
 FT0906'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 30
 FT0906'FEET SOUTHWEST OF THE STEEL SPOTTING TOWER NO. 6 ON THE G-1
 FT0906'SPOTTING TOWER ROAD.  THE STATION IS SET IN THE SOUTHWEST GUY
 FT0906'LINE CONCRETE ANCHOR, APPROXIMATELY IN THE CENTER OF THE 3 FEET
 FT0906'SQUARE ANCHOR, PROJECTING 1 FOOT ABOVE THE GROUND.  IT IS A U.S.
 FT0906'GEOLOGICAL SURVEY BENCH MARK SET WITH CEMENT IN A DRILL HOLE
 FT0906'STAMPED 2176 42 K.S.M. 1946.  TO REACH GO NORTH ON THE G-1
 FT0906'SPOTTING TOWER ROAD TO THE STEEL SPOTTING TOWER NO. 6 AND THE
 FT0906'STATION AS DESCRIBED.  FOR INFORMATION TO REACH FROM THE NAVAL
 FT0906'ORDNANCE TEST STATION HEADQUARTERS, CONTACT THE RANGE DESIGN
 FT0906'OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0019 ***********************************************************************
 LV0019  DESIGNATION -  42 L
 LV0019  PID         -  LV0019
 LV0019  STATE/COUNTY-  CA/DEL NORTE
 LV0019  USGS QUAD   -  SMITH RIVER (1996)
 LV0019
 LV0019                         *CURRENT SURVEY CONTROL
 LV0019  ___________________________________________________________________
 LV0019* NAD 83(1986)-  41 59 54.     (N)    124 12 30.     (W)     SCALED    
 LV0019* NAVD 88     -        13.494  (meters)      44.27   (feet)  POSTED    
 LV0019  ___________________________________________________________________
 LV0019  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 LV0019  DYNAMIC HT  -          13.490 (meters)      44.26  (feet)  COMP
 LV0019  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LV0019
 LV0019  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LV0019
 LV0019.The horizontal coordinates were scaled from a topographic map and have
 LV0019.an estimated accuracy of +/- 6 seconds.
 LV0019
 LV0019.The orthometric height was determined by differential leveling
 LV0019.and adjusted by the  in 1992.
 LV0019.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LV0019.rate of 1.1 thru 2.0 mm/km.
 LV0019
 LV0019.The geoid height was determined by GEOID03.
 LV0019
 LV0019.The dynamic height is computed by dividing the NAVD 88
 LV0019.geopotential number by the normal gravity value computed on the
 LV0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0019.degrees latitude (g = 980.6199 gals.).
 LV0019
 LV0019.The modeled gravity was interpolated from observed gravity values.
 LV0019
 LV0019;                    North         East    Units  Estimated Accuracy
 LV0019;SPC CA 1     -   798,240.    1,817,030.      MT  (+/- 180 meters Scaled)
 LV0019
 LV0019                          SUPERSEDED SURVEY CONTROL
 LV0019
 LV0019  NGVD 29 (??/??/??)   12.434  (m)           40.79   (f) ADJUSTED    1 2
 LV0019
 LV0019.Superseded values are not recommended for survey control.
 LV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0019.See file dsdata.txt to determine how the superseded data were derived.
 LV0019
 LV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM999502(NAD 83)
 LV0019_MARKER: DD = SURVEY DISK
 LV0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LV0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LV0019_STAMPING: ORE-CAL 42 L 1915
 LV0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0019
 LV0019  HISTORY     - Date     Condition        Report By
 LV0019  HISTORY     - 1915     MONUMENTED       BLM
 LV0019  HISTORY     - 1940     GOOD             NGS
 LV0019  HISTORY     - 1953     POOR             USGS
 LV0019  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0019
 LV0019                          STATION DESCRIPTION
 LV0019
 LV0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LV0019'6.4 MI S FROM BROOKINGS.
 LV0019'IN DEL NORTE COUNTY, CALIFORNIA, 6.4 MILES SOUTH ALONG THE
 LV0019'OREGON COAST HIGHWAY (U.S. 101) FROM BROOKLINGS, CURRY COUNTY,
 LV0019'OREGON, AT THE CALIFORNIA-OREGON STATE LINE, 215 FEET WEST OF THE
 LV0019'CENTERLINE OF THE HIGHWAY, EAST OF AN ABANDONED ROAD, AND AT A
 LV0019'WHITE WOODEN WITNESS POST.  A UNITED STATES GENERAL LAND OFFICE
 LV0019'STANDARD SECTION-CORNER CAP, STAMPED ORE-CAL 42 L 1915 AND
 LV0019'RIVETED ON THE TOP OF AN IRON PIPE ENCASED IN CONCRETE.
 LV0019
 LV0019                          STATION RECOVERY (1953)
 LV0019
 LV0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LV0019'MARK RECOVERED IN POOR CONDITION.
 LV0019
 LV0019                          STATION RECOVERY (1988)
 LV0019
 LV0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0019'THERE HAS BEEN GRADEING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5378 ***********************************************************************
 DX5378  DESIGNATION -  42 OJA
 DX5378  PID         -  DX5378
 DX5378  STATE/COUNTY-  CA/RIVERSIDE
 DX5378  USGS QUAD   -  LAKEVIEW (1979)
 DX5378
 DX5378                         *CURRENT SURVEY CONTROL
 DX5378  ___________________________________________________________________
 DX5378* NAD 83(1986)-  33 46 21.     (N)    117 02 01.     (W)     SCALED    
 DX5378* NAVD 88     -       459.388  (meters)    1507.18   (feet)  ADJUSTED  
 DX5378  ___________________________________________________________________
 DX5378  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX5378  DYNAMIC HT  -         458.855 (meters)    1505.43  (feet)  COMP
 DX5378  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 DX5378
 DX5378  VERT ORDER  -  FIRST     CLASS II
 DX5378
 DX5378.The horizontal coordinates were scaled from a topographic map and have
 DX5378.an estimated accuracy of +/- 6 seconds.
 DX5378
 DX5378.The orthometric height was determined by differential leveling
 DX5378.and adjusted in January 1993.
 DX5378
 DX5378.The geoid height was determined by GEOID03.
 DX5378
 DX5378.The dynamic height is computed by dividing the NAVD 88
 DX5378.geopotential number by the normal gravity value computed on the
 DX5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5378.degrees latitude (g = 980.6199 gals.).
 DX5378
 DX5378.The modeled gravity was interpolated from observed gravity values.
 DX5378
 DX5378;                    North         East    Units  Estimated Accuracy
 DX5378;SPC CA 6     -   678,370.    1,927,420.      MT  (+/- 180 meters Scaled)
 DX5378
 DX5378                          SUPERSEDED SURVEY CONTROL
 DX5378
 DX5378.No superseded survey control is available for this station.
 DX5378
 DX5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT968369(NAD 83)
 DX5378_MARKER: DB = BENCH MARK DISK
 DX5378_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5378_SP_SET: TOP OF WINGWALL
 DX5378_STAMPING: 42 OJA 1967
 DX5378_MARK LOGO: MWDSC 
 DX5378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5378+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5378
 DX5378  HISTORY     - Date     Condition        Report By
 DX5378  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5378  HISTORY     - 19920510 GOOD             MWDSC
 DX5378
 DX5378                          STATION DESCRIPTION
 DX5378
 DX5378'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5378'AT THE INTERSECTION OF WARREN RD AND ESPLANADE AVE, 159 FEET (48.5 M)
 DX5378'SOUTH AND 60 FEET (18.3 M) WEST OF THE SOUTHEAST WINGWALL OF BRIDGE
 DX5378'OVER THE SAN DIEGO CANAL, 15 FEET (4.6 M) NORTH OF THE SOUTH END OF
 DX5378'WINGWALL, ON TOP OF WALL. A 3-1/2 INCH STANDARD MWD BRASS CAP
 DX5378'MONUMENT SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0525 ***********************************************************************
 FT0525  DESIGNATION -  42 RM
 FT0525  PID         -  FT0525
 FT0525  STATE/COUNTY-  CA/INYO
 FT0525  USGS QUAD   -  PEARSONVILLE (1982)
 FT0525
 FT0525                         *CURRENT SURVEY CONTROL
 FT0525  ___________________________________________________________________
 FT0525* NAD 83(1986)-  35 46 26.     (N)    117 47 18.     (W)     SCALED    
 FT0525* NAVD 88     -       690.599  (meters)    2265.74   (feet)  ADJUSTED  
 FT0525  ___________________________________________________________________
 FT0525  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FT0525  DYNAMIC HT  -         689.841 (meters)    2263.25  (feet)  COMP
 FT0525  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 FT0525
 FT0525  VERT ORDER  -  FIRST     CLASS II
 FT0525
 FT0525.The horizontal coordinates were scaled from a topographic map and have
 FT0525.an estimated accuracy of +/- 6 seconds.
 FT0525
 FT0525.The orthometric height was determined by differential leveling
 FT0525.and adjusted in June 1991.
 FT0525
 FT0525.The geoid height was determined by GEOID03.
 FT0525
 FT0525.The dynamic height is computed by dividing the NAVD 88
 FT0525.geopotential number by the normal gravity value computed on the
 FT0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0525.degrees latitude (g = 980.6199 gals.).
 FT0525
 FT0525.The modeled gravity was interpolated from observed gravity values.
 FT0525
 FT0525;                    North         East    Units  Estimated Accuracy
 FT0525;SPC CA 4     -   549,580.    2,109,560.      MT  (+/- 180 meters Scaled)
 FT0525
 FT0525                          SUPERSEDED SURVEY CONTROL
 FT0525
 FT0525  NGVD 29 (??/??/??)  689.86   (m)         2263.3    (f) RESET       3  
 FT0525
 FT0525.Superseded values are not recommended for survey control.
 FT0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0525.See file dsdata.txt to determine how the superseded data were derived.
 FT0525
 FT0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV287591(NAD 83)
 FT0525_MARKER: DD = SURVEY DISK
 FT0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0525_STAMPING: 42 RM 1950
 FT0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0525+STABILITY: SURFACE MOTION
 FT0525
 FT0525  HISTORY     - Date     Condition        Report By
 FT0525  HISTORY     - 1950     MONUMENTED       USN
 FT0525  HISTORY     - 1950     GOOD             NGS
 FT0525
 FT0525                          STATION DESCRIPTION
 FT0525
 FT0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0525'10.1 MI NE FROM CHINA LAKE USN .
 FT0525'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, IT IS
 FT0525'ONE OF THE STATIONS OF THE B-1 BASE LINE, JUST WEST OF THE B-1
 FT0525'CONTROL TOWER OF THE B-1 AIR STRIP, THE STATION IS A NAVAL
 FT0525'ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE
 FT0525'GROUND, THE DISK IS STAMPED 42 RM 1950 AND PROJECTS 6 INCHES.
 FT0525'TO REACH FROM THE CONTROL TOWER OF THE B-1 AIR STRIP, GO WEST
 FT0525'TO THE SOUTH END OF THE B-1 BASE LINE, THEN TURN RIGHT, NORTH,
 FT0525'AND FOLLOW THE BASE LINE TO STATION AS DESCRIBED.  DIRECTIONS
 FT0525'TO REACH THE B-1 BASE LINE CAN BE OBTAINED FROM THE MICHELSON
 FT0525'LABORATORY OF THE NAVAL ORDNANCE TEST STATION, AT THE RANGE
 FT0525'DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1580 ***********************************************************************
 JS1580  DESIGNATION -  42 RM 1
 JS1580  PID         -  JS1580
 JS1580  STATE/COUNTY-  CA/SACRAMENTO
 JS1580  USGS QUAD   -  COURTLAND (1993)
 JS1580
 JS1580                         *CURRENT SURVEY CONTROL
 JS1580  ___________________________________________________________________
 JS1580* NAD 83(1986)-  38 18 15.     (N)    121 34 34.     (W)     SCALED    
 JS1580* NAVD 88     -         7.64   (+/-2cm)      25.1    (feet)  VERTCON   
 JS1580  ___________________________________________________________________
 JS1580  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JS1580  VERT ORDER  -  THIRD (See Below)
 JS1580
 JS1580.The horizontal coordinates were scaled from a topographic map and have
 JS1580.an estimated accuracy of +/- 6 seconds.
 JS1580
 JS1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1580.The vertical order pertains to the NGVD 29 superseded value.
 JS1580
 JS1580.The geoid height was determined by GEOID03.
 JS1580
 JS1580;                    North         East    Units  Estimated Accuracy
 JS1580;SPC CA 2     -   570,850.    2,037,080.      MT  (+/- 180 meters Scaled)
 JS1580
 JS1580                          SUPERSEDED SURVEY CONTROL
 JS1580
 JS1580  NGVD 29 (??/??/??)    6.89   (m)           22.6    (f) RESET       3  
 JS1580
 JS1580.Superseded values are not recommended for survey control.
 JS1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1580.See file dsdata.txt to determine how the superseded data were derived.
 JS1580
 JS1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH244405(NAD 83)
 JS1580_MARKER: DR = REFERENCE MARK DISK
 JS1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1580_STAMPING: 42 1931 NO 1
 JS1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1580+STABILITY: SURFACE MOTION
 JS1580
 JS1580  HISTORY     - Date     Condition        Report By
 JS1580  HISTORY     - 1931     MONUMENTED       CGS
 JS1580  HISTORY     - 1967     GOOD             NGS
 JS1580
 JS1580                          STATION DESCRIPTION
 JS1580
 JS1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JS1580'6 MI NW FROM WALNUT GROVE.
 JS1580'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1580'WALNUT GROVE, THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY
 JS1580'24, AT THE JUNCTION OF AN ASPHALT ROAD SOUTHWEST ALONG STEAMBOAT
 JS1580'SLOUGH, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 82
 JS1580'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE OVER STEAMBOAT
 JS1580'SLOUGH, 52 FEET SOUTHEAST OF BENCH MARK 60 (USED), 42 FEET
 JS1580'SOUTHEAST OF A STREET LIGHT POLE, AND SET IN THE TOP OF A
 JS1580'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0060 ***********************************************************************
 JT0060  DESIGNATION -  42 TKM
 JT0060  PID         -  JT0060
 JT0060  STATE/COUNTY-  CA/NAPA
 JT0060  USGS QUAD   -  KNOXVILLE (1993)
 JT0060
 JT0060                         *CURRENT SURVEY CONTROL
 JT0060  ___________________________________________________________________
 JT0060* NAD 83(1986)-  38 46 55.     (N)    122 17 00.     (W)     SCALED    
 JT0060* NAVD 88     -       283.86   (+/-2cm)     931.3    (feet)  VERTCON   
 JT0060  ___________________________________________________________________
 JT0060  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JT0060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0060
 JT0060.The horizontal coordinates were scaled from a topographic map and have
 JT0060.an estimated accuracy of +/- 6 seconds.
 JT0060
 JT0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0060.The vertical order pertains to the NGVD 29 superseded value.
 JT0060
 JT0060.The geoid height was determined by GEOID03.
 JT0060
 JT0060;                    North         East    Units  Estimated Accuracy
 JT0060;SPC CA 2     -   623,840.    1,975,380.      MT  (+/- 180 meters Scaled)
 JT0060
 JT0060                          SUPERSEDED SURVEY CONTROL
 JT0060
 JT0060  NGVD 29 (??/??/92)  283.01   (m)          928.5    (f) COMPUTED    2 0
 JT0060
 JT0060.Superseded values are not recommended for survey control.
 JT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0060.See file dsdata.txt to determine how the superseded data were derived.
 JT0060
 JT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622928(NAD 83)
 JT0060_MARKER: DD = SURVEY DISK
 JT0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0060_STAMPING: 42 TKM 1942 928
 JT0060_MARK LOGO: USGS  
 JT0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0060+STABILITY: SURFACE MOTION
 JT0060
 JT0060  HISTORY     - Date     Condition        Report By
 JT0060  HISTORY     - 1942     MONUMENTED       USGS
 JT0060  HISTORY     - 1966     MARK NOT FOUND   CGS
 JT0060
 JT0060                          STATION DESCRIPTION
 JT0060
 JT0060'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 JT0060'16 MI NW FROM MONTICELLO.
 JT0060'16 MILES NORTHWEST ALONG THE LOWER LAKE-MONTICELLO COUNTY ROAD
 JT0060'FROM THE POST OFFICE AT MONTICELLO, NAPA COUNTY, 0.3 MILE
 JT0060'NORTHWEST OF AN OPEN CONCRETE CREEK-CROSSING, IN A FLAT MEADOW,
 JT0060'37 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, NEAR A WHITE
 JT0060'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A UNITED STATES
 JT0060'GEOLOGIAL SURVEY STANDARD DISK, STAMPED 42 TKM 928 1942 AND
 JT0060'SET IN THE TOP OF A CONCRETE POST.
 JT0060
 JT0060                          STATION RECOVERY (1966)
 JT0060
 JT0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JT0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0735 ***********************************************************************
 DX0735  DESIGNATION -  42.25 2.8 NE
 DX0735  PID         -  DX0735
 DX0735  STATE/COUNTY-  CA/RIVERSIDE
 DX0735  USGS QUAD   -  LA QUINTA (1980)
 DX0735
 DX0735                         *CURRENT SURVEY CONTROL
 DX0735  ___________________________________________________________________
 DX0735* NAD 83(1986)-  33 44 27.     (N)    116 15 16.     (W)     SCALED    
 DX0735* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 DX0735  ___________________________________________________________________
 DX0735  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DX0735  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0735
 DX0735.The horizontal coordinates were scaled from a topographic map and have
 DX0735.an estimated accuracy of +/- 6 seconds.
 DX0735
 DX0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0735.The vertical order pertains to the NGVD 29 superseded value.
 DX0735
 DX0735.The geoid height was determined by GEOID03.
 DX0735
 DX0735;                    North         East    Units  Estimated Accuracy
 DX0735;SPC CA 6     -   674,580.    1,999,590.      MT  (+/- 180 meters Scaled)
 DX0735
 DX0735                          SUPERSEDED SURVEY CONTROL
 DX0735
 DX0735  NGVD 29 (??/??/??)    9.888  (m)           32.44   (f) ADJUSTED    1 2
 DX0735
 DX0735.Superseded values are not recommended for survey control.
 DX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0735.See file dsdata.txt to determine how the superseded data were derived.
 DX0735
 DX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT690336(NAD 83)
 DX0735_MARKER: DD = SURVEY DISK
 DX0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0735_SP_SET: CULVERT
 DX0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0735
 DX0735  HISTORY     - Date     Condition        Report By
 DX0735  HISTORY     - UNK      MONUMENTED       BOR
 DX0735  HISTORY     - 1956     GOOD             NGS
 DX0735
 DX0735                          STATION DESCRIPTION
 DX0735
 DX0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0735'2.6 MI NW FROM INDIO.
 DX0735'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0735'PACIFIC COMPANY RAILROAD STATION AT INDIO, AT A CULVERT OVER AN
 DX0735'IRRIGATION CANAL, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 DX0735'CONCRETE HEAD WALL, 107.8 FEET NORTHEAST OF THE NORTHEAST RAIL
 DX0735'OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, 30 1/2 FEET
 DX0735'NORTHEAST OF THE CENTER LINE OF A ROAD (PORTION OF OLD U.S.
 DX0735'HIGHWAY 99), 1.2 FEET NORTHEAST OF A FENCE, AND ABOUT 2 FEET
 DX0735'HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0734 ***********************************************************************
 DX0734  DESIGNATION -  42.25 2.8 SW
 DX0734  PID         -  DX0734
 DX0734  STATE/COUNTY-  CA/RIVERSIDE
 DX0734  USGS QUAD   -  LA QUINTA (1980)
 DX0734
 DX0734                         *CURRENT SURVEY CONTROL
 DX0734  ___________________________________________________________________
 DX0734* NAD 83(1986)-  33 44 26.     (N)    116 15 17.     (W)     SCALED    
 DX0734* NAVD 88     -         6.57   (+/-2cm)      21.6    (feet)  VERTCON   
 DX0734  ___________________________________________________________________
 DX0734  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DX0734  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0734
 DX0734.The horizontal coordinates were scaled from a topographic map and have
 DX0734.an estimated accuracy of +/- 6 seconds.
 DX0734
 DX0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0734.The vertical order pertains to the NGVD 29 superseded value.
 DX0734
 DX0734.The geoid height was determined by GEOID03.
 DX0734
 DX0734;                    North         East    Units  Estimated Accuracy
 DX0734;SPC CA 6     -   674,550.    1,999,560.      MT  (+/- 180 meters Scaled)
 DX0734
 DX0734                          SUPERSEDED SURVEY CONTROL
 DX0734
 DX0734  NGVD 29 (??/??/??)    5.900  (m)           19.36   (f) ADJUSTED    1 2
 DX0734
 DX0734.Superseded values are not recommended for survey control.
 DX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0734.See file dsdata.txt to determine how the superseded data were derived.
 DX0734
 DX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT690336(NAD 83)
 DX0734_MARKER: DD = SURVEY DISK
 DX0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0734_SP_SET: HEAD WALL
 DX0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0734
 DX0734  HISTORY     - Date     Condition        Report By
 DX0734  HISTORY     - UNK      MONUMENTED       BOR
 DX0734  HISTORY     - 1956     GOOD             NGS
 DX0734
 DX0734                          STATION DESCRIPTION
 DX0734
 DX0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0734'2.6 MI NW FROM INDIO.
 DX0734'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0734'PACIFIC COMPANY RAILROAD STATION AT INDIO, AT A CULVERT OVER AN
 DX0734'IRRIGATION CANAL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DX0734'CONCRETE HEAD WALL, 60.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX0734'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1233 ***********************************************************************
 DC1233  DESIGNATION -  42.38
 DC1233  PID         -  DC1233
 DC1233  STATE/COUNTY-  CA/SAN DIEGO
 DC1233  USGS QUAD   -  
 DC1233
 DC1233                         *CURRENT SURVEY CONTROL
 DC1233  ___________________________________________________________________
 DC1233* NAD 83(1986)-  32 56 20.     (N)    117 15 42.     (W)     SCALED    
 DC1233* NAVD 88     -        13.495  (meters)      44.27   (feet)  ADJUSTED  
 DC1233  ___________________________________________________________________
 DC1233  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DC1233  DYNAMIC HT  -          13.480 (meters)      44.23  (feet)  COMP
 DC1233  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 DC1233
 DC1233  VERT ORDER  -  FIRST     CLASS I
 DC1233
 DC1233.The horizontal coordinates were scaled from a topographic map and have
 DC1233.an estimated accuracy of +/- 6 seconds.
 DC1233
 DC1233.The orthometric height was determined by differential leveling
 DC1233.and adjusted in June 1991.
 DC1233
 DC1233.The geoid height was determined by GEOID03.
 DC1233
 DC1233.The dynamic height is computed by dividing the NAVD 88
 DC1233.geopotential number by the normal gravity value computed on the
 DC1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1233.degrees latitude (g = 980.6199 gals.).
 DC1233
 DC1233.The modeled gravity was interpolated from observed gravity values.
 DC1233
 DC1233;                    North         East    Units  Estimated Accuracy
 DC1233;SPC CA 6     -   586,100.    1,905,400.      MT  (+/- 180 meters Scaled)
 DC1233
 DC1233                          SUPERSEDED SURVEY CONTROL
 DC1233
 DC1233  NGVD 29 (??/??/92)   12.840  (m)           42.13   (f) ADJ UNCH    1 1
 DC1233
 DC1233.Superseded values are not recommended for survey control.
 DC1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1233.See file dsdata.txt to determine how the superseded data were derived.
 DC1233
 DC1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS755445(NAD 83)
 DC1233_MARKER: S = SPIKE
 DC1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1233_SP_SET: CONCRETE POST
 DC1233_STAMPING: 10
 DC1233_MARK LOGO: CADH  
 DC1233_PROJECTION: PROJECTING 45 CENTIMETERS
 DC1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1233+STABILITY: SURFACE MOTION
 DC1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1233+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2008
 DC1233
 DC1233  HISTORY     - Date     Condition        Report By
 DC1233  HISTORY     - UNK      MONUMENTED       CADH
 DC1233  HISTORY     - 1955     GOOD             NGS
 DC1233  HISTORY     - 1978     GOOD             NGS
 DC1233  HISTORY     - 1987     GOOD             NGS
 DC1233  HISTORY     - 20070530 GOOD             GEOCAC
 DC1233  HISTORY     - 20080220 GOOD             INDIV
 DC1233  HISTORY     - 20080718 GOOD             GEOCAC
 DC1233  HISTORY     - 20081018 GOOD             LOCSUR
 DC1233
 DC1233                          STATION DESCRIPTION
 DC1233
 DC1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1233'1.6 MI S FROM DEL MAR.
 DC1233'1.6 MILES SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 DC1233'FROM THE STATION AT DEL MAR, AT A HAND CAR TURNOUT, AT A POINT
 DC1233'WHERE THE TELEGRAPH LINE CROSSES THE RAILWAY, 6 RAILS NORTH OF THE
 DC1233'NORTHWEST SIDE OF U.S. HIGHWAY 101 BRIDGE C246 OVER RAILWAY,
 DC1233'67 1/2 FEET SOUTHWEST OF THE 3RD POLE NORTH OF THE BRIDGE, 64.9
 DC1233'FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE TRACK, AND
 DC1233'SET IN THE TOP OF A 12- BY 12-INCH CONCRETE POST PROJECTING 1.5
 DC1233'FEET ABOVE THE GROUND.
 DC1233
 DC1233                          STATION RECOVERY (1978)
 DC1233
 DC1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1233'RECOVERED IN GOOD CONDITION.
 DC1233
 DC1233                          STATION RECOVERY (1987)
 DC1233
 DC1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1233'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.9 KM (0.55
 DC1233'MI) SOUTH ALONG CAMINO DEL MAR FROM THE INTERSECTION OF DEL MAR
 DC1233'HEIGHTS ROAD IN DEL MAR, THENCE WEST AND ACROSS COUNTRY TO THE
 DC1233'ATCHISON TOPEKA AND SANTA FE RAILROAD, 36.6 M (120.1 FT) NORTH OF THE
 DC1233'NORTHWEST SIDE OF THE NORTH TORREY PINES ROAD BRIDGE, 20.6 M (67.6
 DC1233'FT) SOUTHWEST OF THE 3RD TELEPHONE POLE NORTH OF THE BRIDGE, 19.8 M
 DC1233'(65.0 FT) WEST OF THE WEST RAIL.  A SPIKE WITH A 1 INCH DIAMETER HEAD
 DC1233'SET IN TOP OF A PYRAMID SHAPED CONCRETE POST.
 DC1233'THE MARK IS 0.4 M ABOVE THE TRACKS.
 DC1233
 DC1233                          STATION RECOVERY (2007)
 DC1233
 DC1233'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DC1233'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DC1233'THE DESCRIPTION - THE TELEPHONE POLES AND LINE ARE GONE, THE MARK IS
 DC1233'19 FEET WEST OF A PATH TO THE BEACH AND IS ALMOST ALIGNED WITH THE
 DC1233'THIRD BRIDGE PILLAR FROM THE NORTH, AND THE TOP OF THE SPIKE
 DC1233'APPARENTLY HAS THE LETTERS  OT' STAMPED ON THE TOP AND IS
 DC1233'APPROXIMATELY 0.6 INCHES IN DIAMETER. HANDHELD COORDINATES
 DC1233'33 56 21.1 (N)   117 15 42.4 (W)  (NAD 83).
 DC1233' 
 DC1233'NEW TO REACH DESCRIPTION FOLLOWS   FROM THE INTERSECTION OF CAMINO DEL
 DC1233'MAR AND CARMEL VALLEY ROAD, TRAVEL EAST ON CARMEL VALLEY ROAD FOR 0.4
 DC1233'MILES TO MCGONIGLE ROAD AND THE ENTRANCE TO TORREY PINES STATE BEACH.
 DC1233'TURN RIGHT AND TRAVEL WEST ON MCGONIGLE ROAD FOR 0.1 MILES TO THE
 DC1233'PARKING LOT.
 DC1233'TURN RIGHT IN THE PARKING LOT AND TRAVEL 0.1 MILES TO THE NORTHWEST
 DC1233'CORNER OF THE PARKING LOT AND A PIPE GATE. CONTINUE TRAVEL NORTHWEST
 DC1233'PAST THE GATE ON THE TRAIL FOR 0.2 MILES AND THE STATION ON THE BLUFF
 DC1233'TO THE LEFT.
 DC1233
 DC1233                          STATION RECOVERY (2008)
 DC1233
 DC1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JH)
 DC1233'2007 DGPS POSITION CONFIRMED.  THIS IS A FAIR GPS SITE.  EXCELLENT
 DC1233'TOWARDS THE WEST FROM SOUTH THROUGH NORTH.  A HIGHWAY BRIDGE AND HIGH
 DC1233'TERRAIN BLOCKS LOW ANGLE RECEPTION FROM THE EAST THROUGH NORTH.
 DC1233
 DC1233                          STATION RECOVERY (2008)
 DC1233
 DC1233'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC1233'STAMPING IS 10 AS ORIGINALLY DESCRIBED, ALTHOUGH PUNCH MARK AND
 DC1233'COMBINATION OF WEAR AND CORROSION ARE OBLITERATING THE 1.
 DC1233'2007 POSITION REVERIFIED TO POSSIBLY WITHIN 2 FEET OR LESS OF ACTUAL.
 DC1233' 
 DC1233'PUBLISHED POSITION MORE THAN 100 FEET OFF ROUGHLY ESE.
 DC1233'IT IS A SHORTER HIKE DOWN PATH NEAR EXTENDED CENTERLINE OF TORREY
 DC1233'POINT ROAD AT CARMEL VALLEY ROAD OR FROM PATH AT CROSSWALK ACROSS
 DC1233'S-21/NORTH TORREY PINES ROAD AT CARMEL VALLEY ROAD.
 DC1233'PARKING, EVEN IN LOT, CAN BE PROBLEMATIC ON GOOD BEACH DAYS.
 DC1233
 DC1233                          STATION RECOVERY (2008)
 DC1233
 DC1233'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DC1233'RECOVERED IN GOOD CONDITION AT
 DC1233'N 32 56.353 W 117 15.707
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2461 ***********************************************************************
 HS2461  DESIGNATION -  42.53 USBR
 HS2461  PID         -  HS2461
 HS2461  STATE/COUNTY-  CA/STANISLAUS
 HS2461  USGS QUAD   -  PATTERSON (1978)
 HS2461
 HS2461                         *CURRENT SURVEY CONTROL
 HS2461  ___________________________________________________________________
 HS2461* NAD 83(1986)-  37 26 34.     (N)    121 08 28.     (W)     SCALED    
 HS2461* NAVD 88     -        57.11   (+/-2cm)     187.4    (feet)  VERTCON   
 HS2461  ___________________________________________________________________
 HS2461  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS2461  VERT ORDER  -  THIRD (See Below)
 HS2461
 HS2461.The horizontal coordinates were scaled from a topographic map and have
 HS2461.an estimated accuracy of +/- 6 seconds.
 HS2461
 HS2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2461.The vertical order pertains to the NGVD 29 superseded value.
 HS2461
 HS2461.The geoid height was determined by GEOID03.
 HS2461
 HS2461;                    North         East    Units  Estimated Accuracy
 HS2461;SPC CA 3     -   604,820.    1,943,270.      MT  (+/- 180 meters Scaled)
 HS2461
 HS2461                          SUPERSEDED SURVEY CONTROL
 HS2461
 HS2461  NGVD 29 (??/??/??)   56.35   (m)          184.9    (f) RESET       3  
 HS2461
 HS2461.Superseded values are not recommended for survey control.
 HS2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2461.See file dsdata.txt to determine how the superseded data were derived.
 HS2461
 HS2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG644456(NAD 83)
 HS2461_MARKER: DD = SURVEY DISK
 HS2461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2461_SP_SET: BRIDGE CURB
 HS2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2461
 HS2461  HISTORY     - Date     Condition        Report By
 HS2461  HISTORY     - UNK      MONUMENTED       BOR
 HS2461  HISTORY     - 1961     GOOD             NGS
 HS2461  HISTORY     - 1964     GOOD             NGS
 HS2461
 HS2461                          STATION DESCRIPTION
 HS2461
 HS2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2461'3.1 MI S FROM PATTERSON.
 HS2461'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS2461'STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY AVENUE,
 HS2461'THENCE 1.5 MILES SOUTH ALONG WARD AVENUE, AT CONCRETE BRIDGE
 HS2461'B.C. 42.53 OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE NORTH
 HS2461'END OF THE WEST CONCRETE CURB, 14 FEET WEST OF THE CENTER LINE
 HS2461'OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.
 HS2461
 HS2461                          STATION RECOVERY (1964)
 HS2461
 HS2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1101 ***********************************************************************
 FU1101  DESIGNATION -  420+00 CAHD
 FU1101  PID         -  FU1101
 FU1101  STATE/COUNTY-  CA/TULARE
 FU1101  USGS QUAD   -  PIXLEY (1969)
 FU1101
 FU1101                         *CURRENT SURVEY CONTROL
 FU1101  ___________________________________________________________________
 FU1101* NAD 83(1986)-  35 54 07.     (N)    119 16 42.     (W)     SCALED    
 FU1101* NAVD 88     -        82.15   (+/-2cm)     269.5    (feet)  VERTCON   
 FU1101  ___________________________________________________________________
 FU1101  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 FU1101  VERT ORDER  -  THIRD (See Below)
 FU1101
 FU1101.The horizontal coordinates were scaled from a topographic map and have
 FU1101.an estimated accuracy of +/- 6 seconds.
 FU1101
 FU1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1101.The vertical order pertains to the NGVD 29 superseded value.
 FU1101
 FU1101.The geoid height was determined by GEOID03.
 FU1101
 FU1101;                    North         East    Units  Estimated Accuracy
 FU1101;SPC CA 4     -   563,130.    1,974,870.      MT  (+/- 180 meters Scaled)
 FU1101
 FU1101                          SUPERSEDED SURVEY CONTROL
 FU1101
 FU1101  NGVD 29 (??/??/??)   81.34   (m)          266.9    (f) RESET       3  
 FU1101
 FU1101.Superseded values are not recommended for survey control.
 FU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1101.See file dsdata.txt to determine how the superseded data were derived.
 FU1101
 FU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV943754(NAD 83)
 FU1101_MARKER: DB = BENCH MARK DISK
 FU1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1101_STAMPING: 420+00
 FU1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1101+STABILITY: SURFACE MOTION
 FU1101
 FU1101  HISTORY     - Date     Condition        Report By
 FU1101  HISTORY     - UNK      MONUMENTED       CADH
 FU1101  HISTORY     - 1957     GOOD             NGS
 FU1101  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU1101
 FU1101                          STATION DESCRIPTION
 FU1101
 FU1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1101'1.2 MI N FROM EARLIMART.
 FU1101'1.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU1101'THE STATION AT EARLIMART, IN R25E T23S S28, 8 TELEPHONE POLES
 FU1101'SOUTH OF MILEPOLE 271, BETWEEN THE EAST AND WEST TRAFFIC LANES
 FU1101'OF U.S. HIGHWAY 99, 53 FEET EAST OF THE CENTER LINE OF THE WEST
 FU1101'LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE EAST
 FU1101'LANES OF THE HIGHWAY, 1.1 FEET SOUTH OF A STEEL WITNESS POST,
 FU1101'ABOUT 2 FEET LOWER THAN THE EAST LANES OF THE HIGHWAY, AND SET
 FU1101'IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 FU1101
 FU1101                          STATION RECOVERY (1969)
 FU1101
 FU1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0358 ***********************************************************************
 HS0358  TIDAL BM    -  This is a Tidal Bench Mark.
 HS0358  DESIGNATION -  420+00 USE
 HS0358  PID         -  HS0358
 HS0358  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0358  USGS QUAD   -  HOLT (1994)
 HS0358
 HS0358                         *CURRENT SURVEY CONTROL
 HS0358  ___________________________________________________________________
 HS0358* NAD 83(1986)-  37 59 40.     (N)    121 25 19.     (W)     SCALED    
 HS0358* NAVD 88     -         0.67   (+/-2cm)       2.2    (feet)  VERTCON   
 HS0358  ___________________________________________________________________
 HS0358  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HS0358  VERT ORDER  -  THIRD (See Below)
 HS0358
 HS0358.The horizontal coordinates were scaled from a topographic map and have
 HS0358.an estimated accuracy of +/- 6 seconds.
 HS0358
 HS0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0358.The vertical order pertains to the NGVD 29 superseded value.
 HS0358
 HS0358.This Tidal Bench Mark is designated as VM 8505
 HS0358.by the Center for Operational Oceanographic Products and Services.
 HS0358
 HS0358.The geoid height was determined by GEOID03.
 HS0358
 HS0358;                    North         East    Units  Estimated Accuracy
 HS0358;SPC CA 3     -   666,260.    1,919,020.      MT  (+/- 180 meters Scaled)
 HS0358
 HS0358                          SUPERSEDED SURVEY CONTROL
 HS0358
 HS0358  NGVD 29 (??/??/??)    0.01   (m)            0.0    (f) RESET       3  
 HS0358
 HS0358.Superseded values are not recommended for survey control.
 HS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0358.See file dsdata.txt to determine how the superseded data were derived.
 HS0358
 HS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH385063(NAD 83)
 HS0358_MARKER: DD = SURVEY DISK
 HS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0358_STAMPING: 420+00 POC
 HS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0358+STABILITY: SURFACE MOTION
 HS0358
 HS0358  HISTORY     - Date     Condition        Report By
 HS0358  HISTORY     - UNK      MONUMENTED       DOD
 HS0358  HISTORY     - 1951     GOOD             NGS
 HS0358  HISTORY     - 1967     GOOD             NGS
 HS0358
 HS0358                          STATION DESCRIPTION
 HS0358
 HS0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0358'AT ROBERTS ISLAND.
 HS0358'ON THE NORTH SIDE OF ROBERTS ISLAND, ON THE SOUTHWEST SIDE OF
 HS0358'STOCKTON DEEPWATER CHANNEL, NEAR THE CONFLUENCE OF THE WEST PRONG
 HS0358'OF FOURTEENMILE SLOUGH, ABOUT 120 YARDS WEST OF A T JUNCTION OF
 HS0358'THE LEVEE ROAD AND HOLT ROAD, 142 FEET NORTHEAST OF B.M. 3, 87
 HS0358'FEET SOUTH OF THE CENTER LINE OF THE LEVEE ROAD, 82.6 FEET
 HS0358'NORTH OF THE NORTHWEST CORNER OF A SMALL WHITE FARMHOUSE, 43.2
 HS0358'FEET WEST OF THE SOUTHWEST LEG OF A WOODEN TOWER SUPPORTING A
 HS0358'WATER TANK, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 10 FEET
 HS0358'LOWER THAN THE TOP OF THE LEVEE, AND SET IN THE TOP OF A CONCRETE
 HS0358'POST PROJECTING 0.1 FEET.
 HS0358
 HS0358                          STATION RECOVERY (1967)
 HS0358
 HS0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0777 ***********************************************************************
 LU0777  DESIGNATION -  4203.7 USGS
 LU0777  PID         -  LU0777
 LU0777  STATE/COUNTY-  CA/TRINITY
 LU0777  USGS QUAD   -  SHASTA BALLY (1978)
 LU0777
 LU0777                         *CURRENT SURVEY CONTROL
 LU0777  ___________________________________________________________________
 LU0777* NAD 83(1986)-  40 34 58.     (N)    122 42 05.     (W)     SCALED    
 LU0777* NAVD 88     -      1309.80   (+/-2cm)    4297.2    (feet)  VERTCON   
 LU0777  ___________________________________________________________________
 LU0777  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 LU0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0777
 LU0777.The horizontal coordinates were scaled from a topographic map and have
 LU0777.an estimated accuracy of +/- 6 seconds.
 LU0777
 LU0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0777.The vertical order pertains to the NGVD 29 superseded value.
 LU0777
 LU0777.The geoid height was determined by GEOID03.
 LU0777
 LU0777;                    North         East    Units  Estimated Accuracy
 LU0777;SPC CA 1     -   638,970.    1,940,620.      MT  (+/- 180 meters Scaled)
 LU0777
 LU0777                          SUPERSEDED SURVEY CONTROL
 LU0777
 LU0777  NGVD 29 (??/??/92) 1308.864  (m)         4294.16   (f) ADJ UNCH    2 0
 LU0777
 LU0777.Superseded values are not recommended for survey control.
 LU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0777.See file dsdata.txt to determine how the superseded data were derived.
 LU0777
 LU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK252924(NAD 83)
 LU0777_MARKER: Q = CHISELED SQUARE
 LU0777_SETTING: 80 = SET IN A BOULDER
 LU0777_SP_SET: BOULDER
 LU0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0777+STABILITY: SURFACE MOTION
 LU0777
 LU0777  HISTORY     - Date     Condition        Report By
 LU0777  HISTORY     - UNK      MONUMENTED       USGS
 LU0777  HISTORY     - 1949     GOOD             NGS
 LU0777
 LU0777                          STATION DESCRIPTION
 LU0777
 LU0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0777'11.5 MI SE FROM BUCKHORN.
 LU0777'4.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM THE STORE AND GAS
 LU0777'STATION AT BUCKHORN, THENCE 7.2 MILES SOUTH ALONG THE BULLY
 LU0777'CHOOP ROAD, AT A POINT WHERE THE ROAD CROSSES A SMALL CREEK,
 LU0777'A CHISELED SQUARE ON THE TOP OF A BOULDER MARKED 4203.8, 20.5
 LU0777'FEET NORTH OF THE CENTER OF THE EAST END OF A 24-INCH CORRUGATED
 LU0777'METAL PIPE CULVERT, 18.5 FEET EAST OF THE CENTER LINE OF THE
 LU0777'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0162 ***********************************************************************
 FU0162  DESIGNATION -  421
 FU0162  PID         -  FU0162
 FU0162  STATE/COUNTY-  CA/KERN
 FU0162  USGS QUAD   -  OIL CENTER (1992)
 FU0162
 FU0162                         *CURRENT SURVEY CONTROL
 FU0162  ___________________________________________________________________
 FU0162* NAD 83(1986)-  35 22 40.     (N)    118 59 32.     (W)     SCALED    
 FU0162* NAVD 88     -       128.975  (meters)     423.15   (feet)  READJUSTED
 FU0162  ___________________________________________________________________
 FU0162  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 FU0162  DYNAMIC HT  -         128.850 (meters)     422.74  (feet)  COMP
 FU0162  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 FU0162
 FU0162  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 FU0162
 FU0162.The horizontal coordinates were scaled from a topographic map and have
 FU0162.an estimated accuracy of +/- 6 seconds.
 FU0162
 FU0162.The orthometric height was determined by differential leveling
 FU0162.and adjusted in February 1993.
 FU0162.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 FU0162.distribution rate of 1.1 thru 2.0 mm/km.
 FU0162.The height was derived from older observations constrained to new
 FU0162.heights in a crustal motion area.  The height is approximate in
 FU0162.relation to other heights in its vicinity.
 FU0162
 FU0162.The geoid height was determined by GEOID03.
 FU0162
 FU0162.The dynamic height is computed by dividing the NAVD 88
 FU0162.geopotential number by the normal gravity value computed on the
 FU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU0162.degrees latitude (g = 980.6199 gals.).
 FU0162
 FU0162.The modeled gravity was interpolated from observed gravity values.
 FU0162
 FU0162;                    North         East    Units  Estimated Accuracy
 FU0162;SPC CA 5     -   708,740.    1,909,840.      MT  (+/- 180 meters Scaled)
 FU0162
 FU0162                          SUPERSEDED SURVEY CONTROL
 FU0162
 FU0162  NGVD 29 (??/??/92)  128.164  (m)          420.48   (f) ADJ UNCH    1 1
 FU0162
 FU0162.Superseded values are not recommended for survey control.
 FU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0162.See file dsdata.txt to determine how the superseded data were derived.
 FU0162
 FU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV190167(NAD 83)
 FU0162_MARKER: P = PIPE CAP
 FU0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0162_STAMPING: 421 B 1902
 FU0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0162
 FU0162  HISTORY     - Date     Condition        Report By
 FU0162  HISTORY     - 1902     MONUMENTED       USGS
 FU0162  HISTORY     - 1953     GOOD             NGS
 FU0162  HISTORY     - 1972     GOOD             NGS
 FU0162  HISTORY     - 1977     GOOD             NGS
 FU0162  HISTORY     - 19890619 MARK NOT FOUND   NGS
 FU0162
 FU0162                          STATION DESCRIPTION
 FU0162
 FU0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0162'AT BAKERSFIELD.
 FU0162'AT BAKERSFIELD, 153.8 FEET NORTH OF AND ACROSS THE TRACKS FROM
 FU0162'THE NORTHWEST CORNER OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0162'STATION, AT THE INTERSECTION OF BAKER AND JACKSON STREETS, 18.4
 FU0162'FEET SOUTH OF THE SOUTH CURB OF JACKSON STREET, 16.4 FEET EAST
 FU0162'OF THE EAST CURB OF BAKER STREET, ABOUT LEVEL WITH THE
 FU0162'INTERSECTION, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 FU0162'PROJECTING 0.5 FOOT ABOVE THE GROUND.  IN R 28 E, T 29 S, S 29.
 FU0162
 FU0162                          STATION RECOVERY (1972)
 FU0162
 FU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU0162'RECOVERED IN GOOD CONDITION.
 FU0162
 FU0162                          STATION RECOVERY (1977)
 FU0162
 FU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0162'RECOVERED IN GOOD CONDITION.
 FU0162
 FU0162                          STATION RECOVERY (1989)
 FU0162
 FU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FU0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0897 ***********************************************************************
 HS0897  DESIGNATION -  421 30
 HS0897  PID         -  HS0897
 HS0897  STATE/COUNTY-  CA/TUOLUMNE
 HS0897  USGS QUAD   -  SONORA (1987)
 HS0897
 HS0897                         *CURRENT SURVEY CONTROL
 HS0897  ___________________________________________________________________
 HS0897* NAD 83(1986)-  37 57 04.     (N)    120 25 28.     (W)     SCALED    
 HS0897* NAVD 88     -       422.881  (meters)    1387.40   (feet)  ADJUSTED  
 HS0897  ___________________________________________________________________
 HS0897  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HS0897  DYNAMIC HT  -         422.549 (meters)    1386.31  (feet)  COMP
 HS0897  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 HS0897
 HS0897  VERT ORDER  -  FIRST     CLASS II
 HS0897
 HS0897.The horizontal coordinates were scaled from a topographic map and have
 HS0897.an estimated accuracy of +/- 6 seconds.
 HS0897
 HS0897.The orthometric height was determined by differential leveling
 HS0897.and adjusted in December 1997.
 HS0897
 HS0897.The geoid height was determined by GEOID03.
 HS0897
 HS0897.The dynamic height is computed by dividing the NAVD 88
 HS0897.geopotential number by the normal gravity value computed on the
 HS0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0897.degrees latitude (g = 980.6199 gals.).
 HS0897
 HS0897.The modeled gravity was interpolated from observed gravity values.
 HS0897
 HS0897;                    North         East    Units  Estimated Accuracy
 HS0897;SPC CA 3     -   661,050.    2,006,640.      MT  (+/- 180 meters Scaled)
 HS0897
 HS0897                          SUPERSEDED SURVEY CONTROL
 HS0897
 HS0897  NGVD 29 (??/??/92)  422.134  (m)         1384.95   (f) ADJ UNCH    1 2
 HS0897
 HS0897.Superseded values are not recommended for survey control.
 HS0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0897.See file dsdata.txt to determine how the superseded data were derived.
 HS0897
 HS0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH262035(NAD 83)
 HS0897_MARKER: DD = SURVEY DISK
 HS0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0897_SP_SET: CULVERT
 HS0897_STAMPING: B 421+30
 HS0897_MARK LOGO: CADH  
 HS0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0897
 HS0897  HISTORY     - Date     Condition        Report By
 HS0897  HISTORY     - UNK      MONUMENTED       CADH
 HS0897  HISTORY     - 1957     GOOD             CGS
 HS0897  HISTORY     - 1979     GOOD             NGS
 HS0897  HISTORY     - 20060727 GOOD             GEOCAC
 HS0897
 HS0897                          STATION DESCRIPTION
 HS0897
 HS0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HS0897'0.3 MI S FROM JAMESTOWN.
 HS0897'0.2 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT
 HS0897'JAMESTOWN, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 108 AND 49,
 HS0897'IN R 14 E, T 1 N, IN THE SOUTHWEST QUARTER OF SECTION 10, AT
 HS0897'3- BY 4-FOOT CONCRETE BOX CULVERT B 421+30, IN THE TOP OF THE
 HS0897'EAST CONCRETE HEAD WALL, 20 FEET EAST OF THE CENTER LINE OF THE
 HS0897'HIGHWAY, 3.1 FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND
 HS0897'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 HS0897
 HS0897                          STATION RECOVERY (1979)
 HS0897
 HS0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HS0897'0.3 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT JAMESTOWN
 HS0897'THENCE 0.1 MILE SOUTHWEST ALONG STATE HIGHWAYS 108 AND 49, IN TOP OF
 HS0897'THE EAST HEADWALL OF CONCRETE BOX CULVERT B421+30, 20 FEET EAST OF
 HS0897'THE CENTERLINE OF THE HIGHWAY, 3.1 FEET SOUTH OF THE NORTH END OF THE
 HS0897'HEADWALL.
 HS0897'THE MARK IS 2 FT BELOW THE HIGHWAY.
 HS0897
 HS0897                          STATION RECOVERY (2006)
 HS0897
 HS0897'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HS0897'RECOVERED IN GOOD CONDITION AT N 37  57.987 W 120  25.492 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1180 ***********************************************************************
 KS1180  DESIGNATION -  421.7 USGS
 KS1180  PID         -  KS1180
 KS1180  STATE/COUNTY-  CA/BUTTE
 KS1180  USGS QUAD   -  CHEROKEE (1994)
 KS1180
 KS1180                         *CURRENT SURVEY CONTROL
 KS1180  ___________________________________________________________________
 KS1180* NAD 83(1986)-  39 37 41.     (N)    121 35 39.     (W)     SCALED    
 KS1180* NAVD 88     -       129.357  (meters)     424.40   (feet)  ADJUSTED  
 KS1180  ___________________________________________________________________
 KS1180  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 KS1180  DYNAMIC HT  -         129.283 (meters)     424.16  (feet)  COMP
 KS1180  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KS1180
 KS1180  VERT ORDER  -  FIRST     CLASS II
 KS1180
 KS1180.The horizontal coordinates were scaled from a topographic map and have
 KS1180.an estimated accuracy of +/- 6 seconds.
 KS1180
 KS1180.The orthometric height was determined by differential leveling
 KS1180.and adjusted in June 1991.
 KS1180
 KS1180.The geoid height was determined by GEOID03.
 KS1180
 KS1180.The dynamic height is computed by dividing the NAVD 88
 KS1180.geopotential number by the normal gravity value computed on the
 KS1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1180.degrees latitude (g = 980.6199 gals.).
 KS1180
 KS1180.The modeled gravity was interpolated from observed gravity values.
 KS1180
 KS1180;                    North         East    Units  Estimated Accuracy
 KS1180;SPC CA 2     -   717,810.    2,034,840.      MT  (+/- 180 meters Scaled)
 KS1180
 KS1180                          SUPERSEDED SURVEY CONTROL
 KS1180
 KS1180  NGVD 29 (??/??/??)  128.630  (m)          422.01   (f) ADJUSTED    1 2
 KS1180
 KS1180.Superseded values are not recommended for survey control.
 KS1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1180.See file dsdata.txt to determine how the superseded data were derived.
 KS1180
 KS1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ206874(NAD 83)
 KS1180_MARKER: Q = CHISELED SQUARE
 KS1180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS1180_SP_SET: CULVERT
 KS1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1180
 KS1180  HISTORY     - Date     Condition        Report By
 KS1180  HISTORY     - UNK      MONUMENTED       USGS
 KS1180  HISTORY     - 1956     GOOD             NGS
 KS1180  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS1180
 KS1180                          STATION DESCRIPTION
 KS1180
 KS1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KS1180'4.6 MI NE FROM WICKS CORNER.
 KS1180'4.65 MILES NORTHEAST ALONG ORO PENTZ MAGALIA ROAD FROM THE
 KS1180'BILL CARSON TEXACO SERVICE STATION AT WICKS CORNERS, IN R3E T21N,
 KS1180'0.05 MILE NORTH OF BENCH MARK K 900, IN THE TOP OF THE CENTER
 KS1180'OF THE WEST CONCRETE HEAD WALL OF A 12-INCH CORRUGATED METAL
 KS1180'PIPE CULVERT, 15 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KS1180'9.5 FEET EAST OF A FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.
 KS1180
 KS1180                          STATION RECOVERY (2004)
 KS1180
 KS1180'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0004 ***********************************************************************
 HR0004  DESIGNATION -  4210
 HR0004  PID         -  HR0004
 HR0004  STATE/COUNTY-  CA/MONO
 HR0004  USGS QUAD   -  LAWS (1994)
 HR0004
 HR0004                         *CURRENT SURVEY CONTROL
 HR0004  ___________________________________________________________________
 HR0004* NAD 83(1986)-  37 28 54.     (N)    118 21 19.     (W)     SCALED    
 HR0004* NAVD 88     -      1283.97   (+/-2cm)    4212.5    (feet)  VERTCON   
 HR0004  ___________________________________________________________________
 HR0004  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HR0004  VERT ORDER  -  THIRD (See Below)
 HR0004
 HR0004.The horizontal coordinates were scaled from a topographic map and have
 HR0004.an estimated accuracy of +/- 6 seconds.
 HR0004
 HR0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0004.The vertical order pertains to the NGVD 29 superseded value.
 HR0004
 HR0004.The geoid height was determined by GEOID03.
 HR0004
 HR0004;                    North         East    Units  Estimated Accuracy
 HR0004;SPC CA 3     -   611,120.    2,189,670.      MT  (+/- 180 meters Scaled)
 HR0004
 HR0004                          SUPERSEDED SURVEY CONTROL
 HR0004
 HR0004  NGVD 29 (??/??/??) 1282.83   (m)         4208.8    (f) RESET       3  
 HR0004
 HR0004.Superseded values are not recommended for survey control.
 HR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0004.See file dsdata.txt to determine how the superseded data were derived.
 HR0004
 HR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB801491(NAD 83)
 HR0004_MARKER: P = PIPE CAP
 HR0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0004_STAMPING: 4210
 HR0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0004
 HR0004  HISTORY     - Date     Condition        Report By
 HR0004  HISTORY     - UNK      MONUMENTED       USGS
 HR0004  HISTORY     - 1955     MARK NOT FOUND   NGS
 HR0004  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0004
 HR0004                          STATION DESCRIPTION
 HR0004
 HR0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0004'2 MI S FROM CHALFANT.
 HR0004'ABOUT 2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HR0004'FROM CHALFANT, MONO COUNTY, 5.5 MILES NORTH OF LAWS, ABOUT 320
 HR0004'FEET SOUTHWEST OF MILEPOST 501, AND 35 FEET WEST OF THE TRACK.
 HR0004'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4210 AND
 HR0004'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HR0004
 HR0004                          STATION RECOVERY (1986)
 HR0004
 HR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0004'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0299 ***********************************************************************
 LT0299  DESIGNATION -  4214.35 WPRR
 LT0299  PID         -  LT0299
 LT0299  STATE/COUNTY-  CA/PLUMAS
 LT0299  USGS QUAD   -  CANYONDAM (1994)
 LT0299
 LT0299                         *CURRENT SURVEY CONTROL
 LT0299  ___________________________________________________________________
 LT0299* NAD 83(1986)-  40 10 19.     (N)    121 02 23.     (W)     SCALED    
 LT0299* NAVD 88     -      1285.53   (+/-2cm)    4217.6    (feet)  VERTCON   
 LT0299  ___________________________________________________________________
 LT0299  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LT0299  VERT ORDER  -  ? (See Below)
 LT0299
 LT0299.The horizontal coordinates were scaled from a topographic map and have
 LT0299.an estimated accuracy of +/- 6 seconds.
 LT0299
 LT0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0299.The vertical order pertains to the NGVD 29 superseded value.
 LT0299
 LT0299.The geoid height was determined by GEOID03.
 LT0299
 LT0299;                    North         East    Units  Estimated Accuracy
 LT0299;SPC CA 1     -   593,570.    2,081,790.      MT  (+/- 180 meters Scaled)
 LT0299
 LT0299                          SUPERSEDED SURVEY CONTROL
 LT0299
 LT0299  NGVD 29 (??/??/??) 1284.539  (m)         4214.36   (f) ADJUSTED    ?  
 LT0299
 LT0299.Superseded values are not recommended for survey control.
 LT0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0299.See file dsdata.txt to determine how the superseded data were derived.
 LT0299
 LT0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK669486(NAD 83)
 LT0299_MARKER: Z = SEE DESCRIPTION
 LT0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0299_SP_SET: TUNNEL
 LT0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0299
 LT0299  HISTORY     - Date     Condition        Report By
 LT0299  HISTORY     - UNK      MONUMENTED       WPRR
 LT0299  HISTORY     - 1935     GOOD             NGS
 LT0299  HISTORY     - 19990806 GOOD             USPSQD
 LT0299
 LT0299                          STATION DESCRIPTION
 LT0299
 LT0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0299'6.4 MI NW FROM GREENVILLE.
 LT0299'6.4 MILES NORTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LT0299'STATION AT GREENVILLE, PLUMAS COUNTY, AT THE SOUTHEAST PORTAL
 LT0299'OF TUNNEL 6, IN THE SOUTH WALL, 6 INCHES WEST OF THE EAST END OF
 LT0299'THE WALL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A SQUARE IRON
 LT0299'BAR PROJECTING 1 INCH FROM THE FACE OF THE WALL.
 LT0299
 LT0299                          STATION RECOVERY (1999)
 LT0299
 LT0299'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0194 ***********************************************************************
 DX0194  DESIGNATION -  4219 T
 DX0194  PID         -  DX0194
 DX0194  STATE/COUNTY-  CA/SAN DIEGO
 DX0194  USGS QUAD   -  JULIAN (1988)
 DX0194
 DX0194                         *CURRENT SURVEY CONTROL
 DX0194  ___________________________________________________________________
 DX0194* NAD 83(1986)-  33 04 36.     (N)    116 36 05.     (W)     SCALED    
 DX0194* NAVD 88     -      1287.262  (meters)    4223.29   (feet)  READJUSTED
 DX0194  ___________________________________________________________________
 DX0194  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DX0194  DYNAMIC HT  -        1285.550 (meters)    4217.68  (feet)  COMP
 DX0194  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 DX0194
 DX0194  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0194
 DX0194.The horizontal coordinates were scaled from a topographic map and have
 DX0194.an estimated accuracy of +/- 6 seconds.
 DX0194
 DX0194.The orthometric height was determined by differential leveling
 DX0194.and adjusted in February 1993.
 DX0194.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0194.distribution rate of 0.0 thru 1.0 mm/km.
 DX0194.The height was derived from older observations constrained to new
 DX0194.heights in a crustal motion area.  The height is approximate in
 DX0194.relation to other heights in its vicinity.
 DX0194
 DX0194.The geoid height was determined by GEOID03.
 DX0194
 DX0194.The dynamic height is computed by dividing the NAVD 88
 DX0194.geopotential number by the normal gravity value computed on the
 DX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0194.degrees latitude (g = 980.6199 gals.).
 DX0194
 DX0194.The modeled gravity was interpolated from observed gravity values.
 DX0194
 DX0194;                    North         East    Units  Estimated Accuracy
 DX0194;SPC CA 6     -   600,980.    1,967,190.      MT  (+/- 180 meters Scaled)
 DX0194
 DX0194                          SUPERSEDED SURVEY CONTROL
 DX0194
 DX0194  NGVD 29 (??/??/92) 1286.489  (m)         4220.76   (f) ADJ UNCH    1 1
 DX0194
 DX0194.Superseded values are not recommended for survey control.
 DX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0194.See file dsdata.txt to determine how the superseded data were derived.
 DX0194
 DX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS372598(NAD 83)
 DX0194_MARKER: P = PIPE CAP
 DX0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0194_STAMPING: 4219 T
 DX0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0194
 DX0194  HISTORY     - Date     Condition        Report By
 DX0194  HISTORY     - UNK      MONUMENTED       USGS
 DX0194  HISTORY     - 1956     GOOD             NGS
 DX0194  HISTORY     - 1970     GOOD             CA-073
 DX0194  HISTORY     - 1978     GOOD             NGS
 DX0194
 DX0194                          STATION DESCRIPTION
 DX0194
 DX0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0194'AT JULIAN.
 DX0194'AT JULIAN, 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 78 AND 79
 DX0194'(MAIN STREET) FROM THE POST OFFICE, AT THE T JUNCTION OF OLD
 DX0194'STATE HIGHWAY 79 LEADING SOUTH, 0.1 MILE NORTHWEST OF THE T
 DX0194'JUNCTION OF STATE HIGHWAY 79, AT A MOBILGAS SERVICE STATION, IN
 DX0194'THE TOP OF THE EAST CORNER OF THE CONCRETE FLOOR FOR THE GAS
 DX0194'PUMPS, 35.0 FEET SOUTHWEST OF THE CENTER LINE OF MAIN STREET,
 DX0194'36.3 FEET NORTHEAST OF THE EAST CORNER OF THE SERVICE STATION
 DX0194'BUILDING, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE
 DX0194'CURB, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A
 DX0194'3 1/2-INCH IRON PIPE FLUSH WITH THE CONCRETE FLOOR.
 DX0194
 DX0194                          STATION RECOVERY (1970)
 DX0194
 DX0194'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0194'RECOVERED IN GOOD CONDITION.
 DX0194
 DX0194                          STATION RECOVERY (1978)
 DX0194
 DX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0251 ***********************************************************************
 FU0251  DESIGNATION -  422+24.04 CAHD
 FU0251  PID         -  FU0251
 FU0251  STATE/COUNTY-  CA/KERN
 FU0251  USGS QUAD   -  METTLER (1992)
 FU0251
 FU0251                         *CURRENT SURVEY CONTROL
 FU0251  ___________________________________________________________________
 FU0251* NAD 83(1986)-  35 02 31.     (N)    118 57 45.     (W)     SCALED    
 FU0251* NAVD 88     -       202.30   (+/-2cm)     663.7    (feet)  VERTCON   
 FU0251  ___________________________________________________________________
 FU0251  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 FU0251  VERT ORDER  -  THIRD (See Below)
 FU0251
 FU0251.The horizontal coordinates were scaled from a topographic map and have
 FU0251.an estimated accuracy of +/- 6 seconds.
 FU0251
 FU0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0251.The vertical order pertains to the NGVD 29 superseded value.
 FU0251
 FU0251.The geoid height was determined by GEOID03.
 FU0251
 FU0251;                    North         East    Units  Estimated Accuracy
 FU0251;SPC CA 5     -   671,460.    1,912,190.      MT  (+/- 180 meters Scaled)
 FU0251
 FU0251                          SUPERSEDED SURVEY CONTROL
 FU0251
 FU0251  NGVD 29 (??/??/??)  201.53   (m)          661.2    (f) RESET       3  
 FU0251
 FU0251.Superseded values are not recommended for survey control.
 FU0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0251.See file dsdata.txt to determine how the superseded data were derived.
 FU0251
 FU0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU209794(NAD 83)
 FU0251_MARKER: DD = SURVEY DISK
 FU0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0251_STAMPING: 422+24.04
 FU0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0251+STABILITY: SURFACE MOTION
 FU0251
 FU0251  HISTORY     - Date     Condition        Report By
 FU0251  HISTORY     - UNK      MONUMENTED       CADH
 FU0251  HISTORY     - 1961     GOOD             NGS
 FU0251  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0251
 FU0251                          STATION DESCRIPTION
 FU0251
 FU0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0251'1.2 MI S FROM METTLER.
 FU0251'1.2 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0251'HIGHWAY 166 AND 33 AT METTLER, BETWEEN THE EAST AND WEST TRAFFIC
 FU0251'LANES, 108 1/2 FEET NORTHEAST OF AND ACROSS THE WEST TRAFFIC LANES
 FU0251'FROM THE NORTH ONE OF TWO POLES SUPPORTING THREE TRANSFORMERS,
 FU0251'62 FEET WEST OF AND ACROSS THE EAST TRAFFIC LANES FROM A 14-INCH
 FU0251'TREE, 37 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 35 FEET
 FU0251'WEST OF THE CENTER LINE OF THE EAST LANES, 1.2 FEET SOUTH OF A
 FU0251'STEEL STATION MARKER, ABOUT 1 FOOT LOWER THAN THE EAST LANES, AND
 FU0251'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0251
 FU0251                          STATION RECOVERY (1970)
 FU0251
 FU0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4209 ***********************************************************************
 GU4209  DESIGNATION -  423.34=318
 GU4209  PID         -  GU4209
 GU4209  STATE/COUNTY-  CA/SANTA CRUZ
 GU4209  USGS QUAD   -  WATSONVILLE EAST (1995)
 GU4209
 GU4209                         *CURRENT SURVEY CONTROL
 GU4209  ___________________________________________________________________
 GU4209* NAD 83(1986)-  36 59 35.     (N)    121 44 07.     (W)     SCALED    
 GU4209* NAVD 88     -       129.977  (meters)     426.43   (feet)  ADJUSTED  
 GU4209  ___________________________________________________________________
 GU4209  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 GU4209  DYNAMIC HT  -         129.877 (meters)     426.10  (feet)  COMP
 GU4209  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 GU4209
 GU4209  VERT ORDER  -  FIRST     CLASS II
 GU4209
 GU4209.The horizontal coordinates were scaled from a topographic map and have
 GU4209.an estimated accuracy of +/- 6 seconds.
 GU4209
 GU4209.The orthometric height was determined by differential leveling
 GU4209.and adjusted in February 1993.
 GU4209
 GU4209.The geoid height was determined by GEOID03.
 GU4209
 GU4209.The dynamic height is computed by dividing the NAVD 88
 GU4209.geopotential number by the normal gravity value computed on the
 GU4209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4209.degrees latitude (g = 980.6199 gals.).
 GU4209
 GU4209.The modeled gravity was interpolated from observed gravity values.
 GU4209
 GU4209;                    North         East    Units  Estimated Accuracy
 GU4209;SPC CA 3     -   555,450.    1,890,040.      MT  (+/- 180 meters Scaled)
 GU4209
 GU4209                          SUPERSEDED SURVEY CONTROL
 GU4209
 GU4209  NGVD 29 (10/21/93)  129.143  (m)          423.70   (f) ADJUSTED    1 2
 GU4209
 GU4209.Superseded values are not recommended for survey control.
 GU4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4209.See file dsdata.txt to determine how the superseded data were derived.
 GU4209
 GU4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF125948(NAD 83)
 GU4209_MARKER: DD = SURVEY DISK
 GU4209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4209_SP_SET: CONCRETE POST
 GU4209_STAMPING: A.B.15 423.34
 GU4209_MARK LOGO: CA-087
 GU4209_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4209+STABILITY: SURFACE MOTION
 GU4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4209+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 GU4209
 GU4209  HISTORY     - Date     Condition        Report By
 GU4209  HISTORY     - UNK      MONUMENTED       CA-087
 GU4209  HISTORY     - 19900417 GOOD             NGS
 GU4209
 GU4209                          STATION DESCRIPTION
 GU4209
 GU4209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4209'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 GU4209'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 GU4209'ALONG CASSERLY ROAD, THENCE 2.3 KM (1.4 MI) NORTHERLY ALONG MOUNT
 GU4209'MADONNA ROAD, AT THE JUNCTION OF HAZEL DELL ROAD, 7.8 M (25.6 FT)
 GU4209'NORTHEAST OF THE CENTERLINE OF HAZEL DELL ROAD, 7.0 M (23.0 FT)
 GU4209'NORTHWEST OF THE CENTERLINE OF MOUNT MADONNA ROAD, 5.2 M (17.1 FT)
 GU4209'WEST OF THE CENTER OF A GATE, AND IN A CONCRETE MONUMENT LEVEL WITH
 GU4209'THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0459 ***********************************************************************
 MW0459  DESIGNATION -  4231.6
 MW0459  PID         -  MW0459
 MW0459  STATE/COUNTY-  CA/SISKIYOU
 MW0459  USGS QUAD   -  PONDOSA (1990)
 MW0459
 MW0459                         *CURRENT SURVEY CONTROL
 MW0459  ___________________________________________________________________
 MW0459* NAD 83(1986)-  41 11 26.     (N)    121 44 08.     (W)     SCALED    
 MW0459* NAVD 88     -      1282.114  (meters)    4206.40   (feet)  ADJUSTED  
 MW0459  ___________________________________________________________________
 MW0459  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 MW0459  DYNAMIC HT  -        1281.234 (meters)    4203.52  (feet)  COMP
 MW0459  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 MW0459
 MW0459  VERT ORDER  -  SECOND    CLASS 0
 MW0459
 MW0459.The horizontal coordinates were scaled from a topographic map and have
 MW0459.an estimated accuracy of +/- 6 seconds.
 MW0459
 MW0459.The orthometric height was determined by differential leveling
 MW0459.and adjusted in June 1991.
 MW0459
 MW0459.The geoid height was determined by GEOID03.
 MW0459
 MW0459.The dynamic height is computed by dividing the NAVD 88
 MW0459.geopotential number by the normal gravity value computed on the
 MW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0459.degrees latitude (g = 980.6199 gals.).
 MW0459
 MW0459.The modeled gravity was interpolated from observed gravity values.
 MW0459
 MW0459;                    North         East    Units  Estimated Accuracy
 MW0459;SPC CA 1     -   706,260.    2,022,180.      MT  (+/- 180 meters Scaled)
 MW0459
 MW0459                          SUPERSEDED SURVEY CONTROL
 MW0459
 MW0459  NGVD 29 (??/??/??) 1281.077  (m)         4203.00   (f) ADJUSTED    2 0
 MW0459
 MW0459.Superseded values are not recommended for survey control.
 MW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0459.See file dsdata.txt to determine how the superseded data were derived.
 MW0459
 MW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL060606(NAD 83)
 MW0459_MARKER: R = RIVET
 MW0459_SETTING: 0 = UNSPECIFIED SETTING
 MW0459_MARK LOGO: USGS  
 MW0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0459
 MW0459  HISTORY     - Date     Condition        Report By
 MW0459  HISTORY     - UNK      MONUMENTED       USGS
 MW0459  HISTORY     - 1936     GOOD             CGS
 MW0459  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0459
 MW0459                          STATION DESCRIPTION
 MW0459
 MW0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MW0459'1.8 MI NW FROM BEAR FLAT.
 MW0459'IN SISKIYOU COUNTY, 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM
 MW0459'BEAR FLAT, SHASTA COUNTY, 87 FEET WEST OF BEAR CREEK, 135 FEET
 MW0459'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 100 FEET NORTH OF THE
 MW0459'CENTERLINE OF THE OLD ROAD, AND IN THE NORTH SIDE OF THE BASE
 MW0459'OF A BLAZED 2-FOOT PINE TREE PAINTED RP.  A UNITED STATES
 MW0459'GEOLOGICAL SURVEY STANDARD COPPER RIVET.
 MW0459
 MW0459                          STATION RECOVERY (1986)
 MW0459
 MW0459'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3443 ***********************************************************************
 EW3443  DESIGNATION -  4239 USGS RESET 1964
 EW3443  PID         -  EW3443
 EW3443  STATE/COUNTY-  CA/LOS ANGELES
 EW3443  USGS QUAD   -  FRAZIER MTN (1991)
 EW3443
 EW3443                         *CURRENT SURVEY CONTROL
 EW3443  ___________________________________________________________________
 EW3443* NAD 83(1986)-  34 48 11.     (N)    118 52 36.     (W)     SCALED    
 EW3443* NAVD 88     -      1293.62   (+/-2cm)    4244.2    (feet)  VERTCON   
 EW3443  ___________________________________________________________________
 EW3443  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EW3443  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW3443
 EW3443.The horizontal coordinates were scaled from a topographic map and have
 EW3443.an estimated accuracy of +/- 6 seconds.
 EW3443
 EW3443.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3443.The vertical order pertains to the NGVD 29 superseded value.
 EW3443
 EW3443.The geoid height was determined by GEOID03.
 EW3443
 EW3443;                    North         East    Units  Estimated Accuracy
 EW3443;SPC CA 5     -   644,890.    1,919,790.      MT  (+/- 180 meters Scaled)
 EW3443
 EW3443                          SUPERSEDED SURVEY CONTROL
 EW3443
 EW3443  NGVD 29 (??/??/92) 1292.70   (m)         4241.1    (f) COMPUTED    1 2
 EW3443
 EW3443.Superseded values are not recommended for survey control.
 EW3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3443.See file dsdata.txt to determine how the superseded data were derived.
 EW3443
 EW3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU283528(NAD 83)
 EW3443_MARKER: Z = SEE DESCRIPTION
 EW3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3443+STABILITY: SURFACE MOTION
 EW3443
 EW3443  HISTORY     - Date     Condition        Report By
 EW3443  HISTORY     - UNK      MONUMENTED       CADH
 EW3443  HISTORY     - 1964     GOOD             NGS
 EW3443  HISTORY     - 1965     MARK NOT FOUND   NGS
 EW3443
 EW3443                          STATION DESCRIPTION
 EW3443
 EW3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW3443'1.8 MI NW FROM GORMAN.
 EW3443'ABOUT 0.1 MI. S. OVER THE FREEWAY FROM THE POST OFFICE AT GORMAN,
 EW3443'THENCE 1.8 MI. NORTH WESTERLY ALONG A PAVED ROAD, CROSS OVER THE
 EW3443'FREEWAY ON BRIDGE NEAR SUMMIT, THENCE SOUTHEASTERLY 0.5 MILE
 EW3443'ALONG GRADED ROAD TO VORTAC SITE 50 FEET BEFORE BEGINNING OF
 EW3443'CURVE OF SECOND SWITCHBACK IN ROAD, 50 FEET LEFT ON DOWNHILL OF
 EW3443'CENTERLINE OF GRADED ROAD, 20 FEET DOWNHILL OF THE TOE OF
 EW3443'SLOPE OF GRADED ROAD, NEAR ANGLE POINT IN SLOPE EASEMENT LINE FOR
 EW3443'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 EW3443'FOOT ABOVE GROUND, NEW BENCH MARK IS 500 FT. SOUTH EASTERLY
 EW3443'FROM OLD BENCH MARK.
 EW3443
 EW3443                          STATION RECOVERY (1965)
 EW3443
 EW3443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EW3443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0297 ***********************************************************************
 LT0297  DESIGNATION -  4248.28 WPRR
 LT0297  PID         -  LT0297
 LT0297  STATE/COUNTY-  CA/PLUMAS
 LT0297  USGS QUAD   -  CANYONDAM (1994)
 LT0297
 LT0297                         *CURRENT SURVEY CONTROL
 LT0297  ___________________________________________________________________
 LT0297* NAD 83(1986)-  40 10 28.     (N)    121 02 33.     (W)     SCALED    
 LT0297* NAVD 88     -      1295.862  (meters)    4251.51   (feet)  ADJUSTED  
 LT0297  ___________________________________________________________________
 LT0297  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 LT0297  DYNAMIC HT  -        1294.830 (meters)    4248.12  (feet)  COMP
 LT0297  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 LT0297
 LT0297  VERT ORDER  -  SECOND    CLASS 0
 LT0297
 LT0297.The horizontal coordinates were scaled from a topographic map and have
 LT0297.an estimated accuracy of +/- 6 seconds.
 LT0297
 LT0297.The orthometric height was determined by differential leveling
 LT0297.and adjusted in June 1991.
 LT0297
 LT0297.The geoid height was determined by GEOID03.
 LT0297
 LT0297.The dynamic height is computed by dividing the NAVD 88
 LT0297.geopotential number by the normal gravity value computed on the
 LT0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0297.degrees latitude (g = 980.6199 gals.).
 LT0297
 LT0297.The modeled gravity was interpolated from observed gravity values.
 LT0297
 LT0297;                    North         East    Units  Estimated Accuracy
 LT0297;SPC CA 1     -   593,840.    2,081,550.      MT  (+/- 180 meters Scaled)
 LT0297
 LT0297                          SUPERSEDED SURVEY CONTROL
 LT0297
 LT0297  NGVD 29 (??/??/??) 1294.884  (m)         4248.30   (f) ADJUSTED    2 0
 LT0297
 LT0297.Superseded values are not recommended for survey control.
 LT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0297.See file dsdata.txt to determine how the superseded data were derived.
 LT0297
 LT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK666489(NAD 83)
 LT0297_MARKER: R = RIVET
 LT0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0297_SP_SET: OVERHEAD CROSSING
 LT0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0297
 LT0297  HISTORY     - Date     Condition        Report By
 LT0297  HISTORY     - UNK      MONUMENTED       WPRR
 LT0297  HISTORY     - 1935     GOOD             NGS
 LT0297  HISTORY     - 19990806 POOR             USPSQD
 LT0297  HISTORY     - 20040311 GOOD             CADT
 LT0297
 LT0297                          STATION DESCRIPTION
 LT0297
 LT0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0297'6.6 MI NW FROM GREENVILLE.
 LT0297'6.6 MILES NORTHWEST ALONG THE WESTERN PACIFIC RAILROAD FROM THE
 LT0297'STATION AT GREENVILLE, PLUMAS COUNTY, ABOUT 750 FEET NORTH OF
 LT0297'TUNNEL 6, AT AN OVERHEAD CROSSING, AND IN THE WEST END OF THE
 LT0297'SOUTH WALL.  AN IRON RIVET.
 LT0297
 LT0297                          STATION RECOVERY (1999)
 LT0297
 LT0297'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0297'MARK RECOVERED IN POOR CONDITION.
 LT0297
 LT0297                          STATION RECOVERY (2004)
 LT0297
 LT0297'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 LT0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1394 ***********************************************************************
 HS1394  DESIGNATION -  425
 HS1394  PID         -  HS1394
 HS1394  STATE/COUNTY-  CA/MERCED
 HS1394  USGS QUAD   -  LOS BANOS (1987)
 HS1394
 HS1394                         *CURRENT SURVEY CONTROL
 HS1394  ___________________________________________________________________
 HS1394* NAD 83(1986)-  37 03 20.     (N)    120 47 13.     (W)     SCALED    
 HS1394* NAVD 88     -        31.736  (meters)     104.12   (feet)  ADJUSTED  
 HS1394  ___________________________________________________________________
 HS1394  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HS1394  DYNAMIC HT  -          31.710 (meters)     104.04  (feet)  COMP
 HS1394  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 HS1394
 HS1394  VERT ORDER  -  FIRST     CLASS I
 HS1394
 HS1394.The horizontal coordinates were scaled from a topographic map and have
 HS1394.an estimated accuracy of +/- 6 seconds.
 HS1394
 HS1394.The orthometric height was determined by differential leveling
 HS1394.and adjusted in June 1991.
 HS1394
 HS1394.The geoid height was determined by GEOID03.
 HS1394
 HS1394.The dynamic height is computed by dividing the NAVD 88
 HS1394.geopotential number by the normal gravity value computed on the
 HS1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1394.degrees latitude (g = 980.6199 gals.).
 HS1394
 HS1394.The modeled gravity was interpolated from observed gravity values.
 HS1394
 HS1394;                    North         East    Units  Estimated Accuracy
 HS1394;SPC CA 3     -   561,700.    1,974,480.      MT  (+/- 180 meters Scaled)
 HS1394
 HS1394                          SUPERSEDED SURVEY CONTROL
 HS1394
 HS1394  NGVD 29 (??/??/??)   31.08   (m)          102.0    (f) RESET       3  
 HS1394
 HS1394.Superseded values are not recommended for survey control.
 HS1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1394.See file dsdata.txt to determine how the superseded data were derived.
 HS1394
 HS1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG967033(NAD 83)
 HS1394_MARKER: DD = SURVEY DISK
 HS1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1394_SP_SET: BRIDGE CURB
 HS1394_STAMPING: 425
 HS1394_MARK LOGO: CADH  
 HS1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS1394+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1988
 HS1394
 HS1394  HISTORY     - Date     Condition        Report By
 HS1394  HISTORY     - UNK      MONUMENTED       CADH
 HS1394  HISTORY     - 1972     GOOD             NGS
 HS1394  HISTORY     - 19881028 GOOD             NGS
 HS1394
 HS1394                          STATION DESCRIPTION
 HS1394
 HS1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1394'2.6 MI E FROM LOS BANOS.
 HS1394'2.6 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF
 HS1394'MERCEY SPRINGS ROAD AT LOS BANOS, AT THE INTERSECTION OF OLD
 HS1394'SANTE FE GRADE ROAD, AT BRIDGE 39-35 UNDER THE NORTH LANES OF
 HS1394'THE HIGHWAY AND OVER ARROYO CANAL, IN THE TOP AND 0.8 FOOT EAST
 HS1394'OF THE WEST END OF THE SOUTH CONCRETE CURB, 20.0 FEET SOUTH OF
 HS1394'THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, AND ABOUT 1
 HS1394'FOOT HIGHER THAN THE HIGHWAY.  SEC 17, T11E, R10S.
 HS1394
 HS1394                          STATION RECOVERY (1988)
 HS1394
 HS1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1394'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.2 KM
 HS1394'(2.60 MI) EASTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF MERCY
 HS1394'SPRINGS ROAD IN LOS BANOS, IN THE SOUTHWEST CORNER OF THE BRIDGE CURB
 HS1394'OF THE NORTH 1 OF 2 BRIDGES OVER THE SANTA FE CANAL, 6.1 M (20.0 FT)
 HS1394'SOUTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY LANES, 0.2 M
 HS1394'(0.7 FT) EAST OF THE SOUTHWEST CORNER OF THE BRIDGE, AND 0.3 M
 HS1394'(1.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1220 ***********************************************************************
 HR1220  DESIGNATION -  4258
 HR1220  PID         -  HR1220
 HR1220  STATE/COUNTY-  CA/MONO
 HR1220  USGS QUAD   -  CHALFANT VALLEY (1994)
 HR1220
 HR1220                         *CURRENT SURVEY CONTROL
 HR1220  ___________________________________________________________________
 HR1220* NAD 83(1986)-  37 31 54.     (N)    118 21 49.     (W)     SCALED    
 HR1220* NAVD 88     -      1298.898  (meters)    4261.47   (feet)  ADJUSTED  
 HR1220  ___________________________________________________________________
 HR1220  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HR1220  DYNAMIC HT  -        1297.429 (meters)    4256.65  (feet)  COMP
 HR1220  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 HR1220
 HR1220  VERT ORDER  -  FIRST     CLASS II
 HR1220
 HR1220.The horizontal coordinates were scaled from a topographic map and have
 HR1220.an estimated accuracy of +/- 6 seconds.
 HR1220
 HR1220.The orthometric height was determined by differential leveling
 HR1220.and adjusted in June 1991.
 HR1220
 HR1220.The geoid height was determined by GEOID03.
 HR1220
 HR1220.The dynamic height is computed by dividing the NAVD 88
 HR1220.geopotential number by the normal gravity value computed on the
 HR1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1220.degrees latitude (g = 980.6199 gals.).
 HR1220
 HR1220.The modeled gravity was interpolated from observed gravity values.
 HR1220
 HR1220;                    North         East    Units  Estimated Accuracy
 HR1220;SPC CA 3     -   616,650.    2,188,800.      MT  (+/- 180 meters Scaled)
 HR1220
 HR1220                          SUPERSEDED SURVEY CONTROL
 HR1220
 HR1220.No superseded survey control is available for this station.
 HR1220
 HR1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB795547(NAD 83)
 HR1220_MARKER: P = PIPE CAP
 HR1220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR1220_SP_SET: SHALLOW-SET PIPE
 HR1220_STAMPING: 4258
 HR1220_MARK LOGO: USGS  
 HR1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR1220
 HR1220  HISTORY     - Date     Condition        Report By
 HR1220  HISTORY     - UNK      MONUMENTED       USGS
 HR1220  HISTORY     - 1986     GOOD             NGS
 HR1220
 HR1220                          STATION DESCRIPTION
 HR1220
 HR1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1220'0.7 KM (0.45 MI) EAST FROM CHALFANT.
 HR1220'0.18 KM (0.11 MI) EAST ALONG BROWN SUBDIVISION ROAD FROM THE JUNCTION
 HR1220'OF US HIGHWAY 6 IN CHALFANT, THENCE 0.18 KM (0.11 MI) NORTH ALONG
 HR1220'VALLEY ROAD TO A PAVED ROAD LEADING EAST TO A DUMP, THENCE 0.31 KM
 HR1220'(0.19 MI) EAST ALONG THE DUMP ROAD TO A TELEPHONE POLE NUMBERED 1831
 HR1220'AT THE RON ACHTEN RESIDENCE AND YARD, THENCE 67.0 METERS (220 FT)
 HR1220'NORTH CROSSING THE YARD AND 2 CHAIN LINK FENCES TO A 3.7 METERS (12.0
 HR1220'FT) WIDE FIRE LANE (EASEMENT), 24.1 METERS (79.0 FT) EAST OF THE
 HR1220'CORNER OF THE FENCE ON THE NORTH SIDE OF THE LANE, 1.2 METERS (4.0
 HR1220'FT) SOUTH OF THE FENCE ON THE NORTH SIDE OF THE LANE, 2.4 METERS (8.0
 HR1220'FT) NORTH OF THE FENCE ON THE SOUTH SIDE OF THE LANE.  A BRONZE BENCH
 HR1220'MARK CAP ON AN IRON PIPE OF UNKNOWN DEPTH AND PROJECTING 30 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0002 ***********************************************************************
 HR0002  DESIGNATION -  4286
 HR0002  PID         -  HR0002
 HR0002  STATE/COUNTY-  CA/MONO
 HR0002  USGS QUAD   -  CHALFANT VALLEY (1994)
 HR0002
 HR0002                         *CURRENT SURVEY CONTROL
 HR0002  ___________________________________________________________________
 HR0002* NAD 83(1986)-  37 31 48.     (N)    118 22 09.     (W)     SCALED    
 HR0002* NAVD 88     -      1299.19   (+/-2cm)    4262.4    (feet)  VERTCON   
 HR0002  ___________________________________________________________________
 HR0002  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HR0002  VERT ORDER  -  THIRD (See Below)
 HR0002
 HR0002.The horizontal coordinates were scaled from a topographic map and have
 HR0002.an estimated accuracy of +/- 6 seconds.
 HR0002
 HR0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0002.The vertical order pertains to the NGVD 29 superseded value.
 HR0002
 HR0002.The geoid height was determined by GEOID03.
 HR0002
 HR0002;                    North         East    Units  Estimated Accuracy
 HR0002;SPC CA 3     -   616,450.    2,188,320.      MT  (+/- 180 meters Scaled)
 HR0002
 HR0002                          SUPERSEDED SURVEY CONTROL
 HR0002
 HR0002  NGVD 29 (??/??/??) 1298.02   (m)         4258.6    (f) RESET       3  
 HR0002
 HR0002.Superseded values are not recommended for survey control.
 HR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0002.See file dsdata.txt to determine how the superseded data were derived.
 HR0002
 HR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB790545(NAD 83)
 HR0002_MARKER: P = PIPE CAP
 HR0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0002_STAMPING: 4286
 HR0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0002
 HR0002  HISTORY     - Date     Condition        Report By
 HR0002  HISTORY     - UNK      MONUMENTED       USGS
 HR0002  HISTORY     - 1955     MARK NOT FOUND   NGS
 HR0002  HISTORY     - 1985     GOOD             USGS
 HR0002  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0002
 HR0002                          STATION DESCRIPTION
 HR0002
 HR0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0002'1.5 MI N FROM CHALFANT.
 HR0002'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HR0002'CHALFANT, MONO COUNTY, MIDWAY BETWEEN TWO POLES, AND 40 FEET
 HR0002'EAST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HR0002'CAO, STAMPED 4286 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HR0002'IRON PIPE.
 HR0002
 HR0002                          STATION RECOVERY (1985)
 HR0002
 HR0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0002'FROM STORE AND FILLING STATION AT CHALFANT VALLEY: EAST 0.1 MILE TO
 HR0002'T-JUNCTION, LEFT TURN. NORTH 0.1 MILE TO T-JUNCTION, RIGHT TURN. EAST
 HR0002'0.15 MI., STOP. BENCH MARK IS 200 FEET NORTH OF STREET IN A NARROW
 HR0002'FENCED-OFF PATHWAY RUNNING EAST-WEST BETWEEN PRIVATE YARDS.
 HR0002
 HR0002                          STATION RECOVERY (1986)
 HR0002
 HR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0002'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0363 ***********************************************************************
 DY0363  DESIGNATION -  429 C OF LB
 DY0363  PID         -  DY0363
 DY0363  STATE/COUNTY-  CA/LOS ANGELES
 DY0363  USGS QUAD   -  LONG BEACH (1981)
 DY0363
 DY0363                         *CURRENT SURVEY CONTROL
 DY0363  ___________________________________________________________________
 DY0363* NAD 83(1986)-  33 49 20.     (N)    118 10 02.     (W)     SCALED    
 DY0363* NAVD 88     -        18.01   (+/-2cm)      59.1    (feet)  VERTCON   
 DY0363  ___________________________________________________________________
 DY0363  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0363
 DY0363.The horizontal coordinates were scaled from a topographic map and have
 DY0363.an estimated accuracy of +/- 6 seconds.
 DY0363
 DY0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0363.The vertical order pertains to the NGVD 29 superseded value.
 DY0363
 DY0363.The geoid height was determined by GEOID03.
 DY0363
 DY0363;                    North         East    Units  Estimated Accuracy
 DY0363;SPC CA 5     -   535,760.    1,984,520.      MT  (+/- 180 meters Scaled)
 DY0363
 DY0363                          SUPERSEDED SURVEY CONTROL
 DY0363
 DY0363  NGVD 29 (??/??/92)   17.248  (m)           56.59   (f) ADJ UNCH    1 2
 DY0363
 DY0363.Superseded values are not recommended for survey control.
 DY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0363.See file dsdata.txt to determine how the superseded data were derived.
 DY0363
 DY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919430(NAD 83)
 DY0363_MARKER: DD = SURVEY DISK
 DY0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0363_STAMPING: LB BM NO 429
 DY0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0363+STABILITY: SURFACE MOTION
 DY0363
 DY0363  HISTORY     - Date     Condition        Report By
 DY0363  HISTORY     - UNK      MONUMENTED       CA1970
 DY0363  HISTORY     - 1961     GOOD             NGS
 DY0363  HISTORY     - 1971     GOOD             NGS
 DY0363  HISTORY     - 20070510 MARK NOT FOUND   GEOCAC
 DY0363
 DY0363                          STATION DESCRIPTION
 DY0363
 DY0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0363'AT LONG BEACH.
 DY0363'AT LONG BEACH, LOS ANGELES COUNTY, AT THE NORTHWEST CORNER
 DY0363'OF THE INTERSECTION OF CHERRY AVENUE AND THRITY-SIXTY STREET,
 DY0363'69.3 FEET WEST OF THE CENTERLINE OF CHERRY AVENUE, 31.2 FEET
 DY0363'WEST OF THE WEST CURB, AND 7.2 FEET SOUTH OF THE PROPERTY LINE
 DY0363'OF THRITY-SIXTH STREET.  A CITY OF LONG BEACH STANDARD DISK,
 DY0363'STAMPED LB BM NO 429 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 DY0363'1 FOOT UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH A 6-INCH
 DY0363'IRON PIPE WITH A PLAIN FLAT COVER.
 DY0363
 DY0363                          STATION RECOVERY (1971)
 DY0363
 DY0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DY0363'RECOVERED IN GOOD CONDITION.
 DY0363
 DY0363                          STATION RECOVERY (2007)
 DY0363
 DY0363'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0363'FOUND A MARK CLEARLY STAMPED RESET 1975.  THE ORIGINAL MARK WAS
 DY0363'UNDERGROUND.  THE DISCOVERED MARK IS FLUSH WITH THE SIDEWALK.  I
 DY0363'SUSPECT THAT THE ORIGINAL MARK WAS DESTROYED DURING ROAD EXPANSION AND
 DY0363'THIS RESET MARK MONUMENTED IN ITS PLACE.  THIS MARK SHOULD BE
 DY0363'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4263 ***********************************************************************
 HS4263  DESIGNATION -  429+96
 HS4263  PID         -  HS4263
 HS4263  STATE/COUNTY-  CA/TUOLUMNE
 HS4263  USGS QUAD   -  SONORA (1987)
 HS4263
 HS4263                         *CURRENT SURVEY CONTROL
 HS4263  ___________________________________________________________________
 HS4263* NAD 83(1986)-  37 59 59.     (N)    120 23 01.     (W)     SCALED    
 HS4263* NAVD 88     -       593.055  (meters)    1945.71   (feet)  ADJUSTED  
 HS4263  ___________________________________________________________________
 HS4263  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 HS4263  DYNAMIC HT  -         592.574 (meters)    1944.14  (feet)  COMP
 HS4263  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 HS4263
 HS4263  VERT ORDER  -  FIRST     CLASS II
 HS4263
 HS4263.The horizontal coordinates were scaled from a topographic map and have
 HS4263.an estimated accuracy of +/- 6 seconds.
 HS4263
 HS4263.The orthometric height was determined by differential leveling
 HS4263.and adjusted in July 2002.
 HS4263
 HS4263.The geoid height was determined by GEOID03.
 HS4263
 HS4263.The dynamic height is computed by dividing the NAVD 88
 HS4263.geopotential number by the normal gravity value computed on the
 HS4263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS4263.degrees latitude (g = 980.6199 gals.).
 HS4263
 HS4263.The modeled gravity was interpolated from observed gravity values.
 HS4263
 HS4263;                    North         East    Units  Estimated Accuracy
 HS4263;SPC CA 3     -   666,450.    2,010,220.      MT  (+/- 180 meters Scaled)
 HS4263
 HS4263                          SUPERSEDED SURVEY CONTROL
 HS4263
 HS4263  NGVD 29 (??/??/92)  592.28   (m)         1943.2    (f) COMPUTED    1 2
 HS4263
 HS4263.Superseded values are not recommended for survey control.
 HS4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4263.See file dsdata.txt to determine how the superseded data were derived.
 HS4263
 HS4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH297090(NAD 83)
 HS4263_MARKER: DD = SURVEY DISK
 HS4263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS4263_SP_SET: CULVERT HEADWALL
 HS4263_MARK LOGO: CADT  
 HS4263_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS4263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS4263+STABILITY: SURFACE MOTION
 HS4263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS4263+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 HS4263
 HS4263  HISTORY     - Date     Condition        Report By
 HS4263  HISTORY     - UNK      MONUMENTED       CADT
 HS4263  HISTORY     - 19980402 GOOD             NGS
 HS4263  HISTORY     - 20061114 GOOD             GEOCAC
 HS4263
 HS4263                          STATION DESCRIPTION
 HS4263
 HS4263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 HS4263'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY 49 FROM THE COURTHOUSE
 HS4263'IN SONORA, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF THE
 HS4263'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.0 M (19.7 FT)
 HS4263'WEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 HS4263'THE HIGHWAY.
 HS4263
 HS4263                          STATION RECOVERY (2006)
 HS4263
 HS4263'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HS4263'RECOVERED IN GOOD CONDITION AT N 38  00.063 W 120  23.032, BY HANSOHN.
 HS4263' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0120 ***********************************************************************
 LT0120  DESIGNATION -  4290.5 USGS
 LT0120  PID         -  LT0120
 LT0120  STATE/COUNTY-  CA/LASSEN
 LT0120  USGS QUAD   -  SUSANVILLE (1995)
 LT0120
 LT0120                         *CURRENT SURVEY CONTROL
 LT0120  ___________________________________________________________________
 LT0120* NAD 83(1986)-  40 25 09.     (N)    120 39 51.     (W)     SCALED    
 LT0120* NAVD 88     -      1307.622  (meters)    4290.09   (feet)  ADJUSTED  
 LT0120  ___________________________________________________________________
 LT0120  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 LT0120  DYNAMIC HT  -        1306.596 (meters)    4286.72  (feet)  COMP
 LT0120  MODELED GRAV-     979,795.1   (mgal)                       NAVD 88
 LT0120
 LT0120  VERT ORDER  -  SECOND    CLASS 0
 LT0120
 LT0120.The horizontal coordinates were scaled from a topographic map and have
 LT0120.an estimated accuracy of +/- 6 seconds.
 LT0120
 LT0120.The orthometric height was determined by differential leveling
 LT0120.and adjusted in June 1991.
 LT0120.WARNING-Repeat measurements at this control monument indicate possible
 LT0120.vertical movement.
 LT0120
 LT0120.The geoid height was determined by GEOID03.
 LT0120
 LT0120.The dynamic height is computed by dividing the NAVD 88
 LT0120.geopotential number by the normal gravity value computed on the
 LT0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0120.degrees latitude (g = 980.6199 gals.).
 LT0120
 LT0120.The modeled gravity was interpolated from observed gravity values.
 LT0120
 LT0120;                    North         East    Units  Estimated Accuracy
 LT0120;SPC CA 1     -   621,430.    2,113,360.      MT  (+/- 180 meters Scaled)
 LT0120
 LT0120                          SUPERSEDED SURVEY CONTROL
 LT0120
 LT0120  NGVD 29 (??/??/??) 1306.577  (m)         4286.66   (f) ADJUSTED    2 0
 LT0120
 LT0120.Superseded values are not recommended for survey control.
 LT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0120.See file dsdata.txt to determine how the superseded data were derived.
 LT0120
 LT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK981769(NAD 83)
 LT0120_MARKER: Z = SEE DESCRIPTION
 LT0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0120_SP_SET: SUN DIAL
 LT0120_STAMPING: 4286.776
 LT0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0120
 LT0120  HISTORY     - Date     Condition        Report By
 LT0120  HISTORY     - UNK      MONUMENTED       USGS
 LT0120  HISTORY     - 1947     POOR             NGS
 LT0120
 LT0120                          STATION DESCRIPTION
 LT0120
 LT0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LT0120'AT SUSANVILLE.
 LT0120'NEW DESCRIPTION-- AT THE WEST END OF MAIN STREET, AT A POINT
 LT0120'WHERE THE STREET FORKS, A BRASS KNOB ON THE NORTH EDGE OF THE
 LT0120'PLATE OF A SUN DIAL.  NOTE-- MARK IS OF LITTLE VALUE AS THE
 LT0120'MONUMENT SUPPORTING THE SUN DIAL HAS BEEN KNOCKED LOOSE, PRESUMABLY
 LT0120'BY HEAVY TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0024 ***********************************************************************
 HT0024  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0024  DESIGNATION -  43 A
 HT0024  PID         -  HT0024
 HT0024  STATE/COUNTY-  CA/ALAMEDA
 HT0024  USGS QUAD   -  OAKLAND EAST (1997)
 HT0024
 HT0024                         *CURRENT SURVEY CONTROL
 HT0024  ___________________________________________________________________
 HT0024* NAD 83(1986)-  37 46 22.     (N)    122 14 08.     (W)     SCALED    
 HT0024* NAVD 88     -         6.449  (meters)      21.16   (feet)  ADJUSTED  
 HT0024  ___________________________________________________________________
 HT0024  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HT0024  DYNAMIC HT  -           6.445 (meters)      21.14  (feet)  COMP
 HT0024  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 HT0024
 HT0024  VERT ORDER  -  FIRST     CLASS I
 HT0024
 HT0024.The horizontal coordinates were scaled from a topographic map and have
 HT0024.an estimated accuracy of +/- 6 seconds.
 HT0024
 HT0024.The orthometric height was determined by differential leveling
 HT0024.and adjusted in June 1991.
 HT0024
 HT0024.This Tidal Bench Mark is designated as VM 7558
 HT0024.by the Center for Operational Oceanographic Products and Services.
 HT0024
 HT0024.The geoid height was determined by GEOID03.
 HT0024
 HT0024.The dynamic height is computed by dividing the NAVD 88
 HT0024.geopotential number by the normal gravity value computed on the
 HT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0024.degrees latitude (g = 980.6199 gals.).
 HT0024
 HT0024.The modeled gravity was interpolated from observed gravity values.
 HT0024
 HT0024;                    North         East    Units  Estimated Accuracy
 HT0024;SPC CA 3     -   642,670.    1,847,110.      MT  (+/- 180 meters Scaled)
 HT0024
 HT0024                          SUPERSEDED SURVEY CONTROL
 HT0024
 HT0024  NGVD 29 (10/21/93)    5.624  (m)           18.45   (f) ADJUSTED    1 1
 HT0024
 HT0024.Superseded values are not recommended for survey control.
 HT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0024.See file dsdata.txt to determine how the superseded data were derived.
 HT0024
 HT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG673808(NAD 83)
 HT0024_MARKER: DD = SURVEY DISK
 HT0024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0024_SP_SET: BRIDGE WALKWAY
 HT0024_STAMPING: 43 A 1941 HARBOR LINE
 HT0024_MARK LOGO: USE   
 HT0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0024+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 HT0024
 HT0024  HISTORY     - Date     Condition        Report By
 HT0024  HISTORY     - 1941     MONUMENTED       DOD
 HT0024  HISTORY     - 1951     GOOD             NGS
 HT0024  HISTORY     - 1967     GOOD             NGS
 HT0024  HISTORY     - 1984     GOOD             USPSQD
 HT0024  HISTORY     - 1987     GOOD             USPSQD
 HT0024  HISTORY     - 19881011 GOOD             NGS
 HT0024  HISTORY     - 20070821 GOOD             NGS
 HT0024
 HT0024                          STATION DESCRIPTION
 HT0024
 HT0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0024'AT OAKLAND.
 HT0024'AT OAKLAND, ABOUT 50 YARDS SOUTHWEST OF THE Y JUNCTION OF 29TH
 HT0024'AND 23RD AVENUES, IN THE TOP OF THE SOUTHEAST SIDEWALK OF THE
 HT0024'PARK STREET BRIDGE OVER THE CHANNEL, 9.4 FEET EAST OF THE EAST
 HT0024'CORNER OF THE DRAW SPAN, AND 3.4 FEET NORTHWEST OF THE SOUTHEAST
 HT0024'STEEL GUARD RAIL.
 HT0024
 HT0024                          STATION RECOVERY (1967)
 HT0024
 HT0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0024'RECOVERED IN GOOD CONDITION.
 HT0024
 HT0024                          STATION RECOVERY (1984)
 HT0024
 HT0024'RECOVERY NOTE BY US POWER SQUADRON 1984
 HT0024'RECOVERED IN GOOD CONDITION.
 HT0024
 HT0024                          STATION RECOVERY (1987)
 HT0024
 HT0024'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0024'RECOVERED IN GOOD CONDITION.
 HT0024
 HT0024                          STATION RECOVERY (1988)
 HT0024
 HT0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0024'RECOVERED IN GOOD CONDITION.
 HT0024
 HT0024                          STATION RECOVERY (2007)
 HT0024
 HT0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (CDL)
 HT0024' 
 HT0024' 
 HT0024' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9095 ***********************************************************************
 JT9095  DESIGNATION -  43 A
 JT9095  PID         -  JT9095
 JT9095  STATE/COUNTY-  CA/NAPA
 JT9095  USGS QUAD   -  NAPA (1980)
 JT9095
 JT9095                         *CURRENT SURVEY CONTROL
 JT9095  ___________________________________________________________________
 JT9095* NAD 83(1986)-  38 18 00.     (N)    122 18 58.     (W)     SCALED    
 JT9095* NAVD 88     -        22.17   (+/-2cm)      72.7    (feet)  VERTCON   
 JT9095  ___________________________________________________________________
 JT9095  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9095  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9095
 JT9095.The horizontal coordinates were scaled from a topographic map and have
 JT9095.an estimated accuracy of +/- 6 seconds.
 JT9095
 JT9095.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9095.The vertical order pertains to the NGVD 29 superseded value.
 JT9095
 JT9095.The geoid height was determined by GEOID03.
 JT9095
 JT9095;                    North         East    Units  Estimated Accuracy
 JT9095;SPC CA 2     -   570,350.    1,972,350.      MT  (+/- 180 meters Scaled)
 JT9095
 JT9095                          SUPERSEDED SURVEY CONTROL
 JT9095
 JT9095  NGVD 29 (??/??/92)   21.384  (m)           70.16   (f) ADJ UNCH    2 2
 JT9095
 JT9095.Superseded values are not recommended for survey control.
 JT9095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9095.See file dsdata.txt to determine how the superseded data were derived.
 JT9095
 JT9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH597393(NAD 83)
 JT9095_MARKER: DD = SURVEY DISK
 JT9095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9095_SP_SET: CONCRETE POST
 JT9095_MARK LOGO: CA2330
 JT9095_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9095+STABILITY: SURFACE MOTION
 JT9095
 JT9095  HISTORY     - Date     Condition        Report By
 JT9095  HISTORY     - 1971     MONUMENTED       CA2330
 JT9095
 JT9095                          STATION DESCRIPTION
 JT9095
 JT9095'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9095'ALONG LAUREL STREET, 5 FT (1.5 M) WEST OF CENTERLINE, 900 FT
 JT9095'(274.3 M) SOUTH OF FIRST STREET, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9095'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9096 ***********************************************************************
 JT9096  DESIGNATION -  43 B
 JT9096  PID         -  JT9096
 JT9096  STATE/COUNTY-  CA/NAPA
 JT9096  USGS QUAD   -  NAPA (1980)
 JT9096
 JT9096                         *CURRENT SURVEY CONTROL
 JT9096  ___________________________________________________________________
 JT9096* NAD 83(1986)-  38 17 48.     (N)    122 18 52.     (W)     SCALED    
 JT9096* NAVD 88     -        24.99   (+/-2cm)      82.0    (feet)  VERTCON   
 JT9096  ___________________________________________________________________
 JT9096  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9096  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9096
 JT9096.The horizontal coordinates were scaled from a topographic map and have
 JT9096.an estimated accuracy of +/- 6 seconds.
 JT9096
 JT9096.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9096.The vertical order pertains to the NGVD 29 superseded value.
 JT9096
 JT9096.The geoid height was determined by GEOID03.
 JT9096
 JT9096;                    North         East    Units  Estimated Accuracy
 JT9096;SPC CA 2     -   569,980.    1,972,490.      MT  (+/- 180 meters Scaled)
 JT9096
 JT9096                          SUPERSEDED SURVEY CONTROL
 JT9096
 JT9096  NGVD 29 (??/??/92)   24.207  (m)           79.42   (f) ADJ UNCH    2 2
 JT9096
 JT9096.Superseded values are not recommended for survey control.
 JT9096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9096.See file dsdata.txt to determine how the superseded data were derived.
 JT9096
 JT9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599389(NAD 83)
 JT9096_MARKER: DD = SURVEY DISK
 JT9096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9096_SP_SET: CONCRETE POST
 JT9096_MARK LOGO: CA2330
 JT9096_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9096+STABILITY: SURFACE MOTION
 JT9096
 JT9096  HISTORY     - Date     Condition        Report By
 JT9096  HISTORY     - 1971     MONUMENTED       CA2330
 JT9096
 JT9096                          STATION DESCRIPTION
 JT9096
 JT9096'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9096'AT INTERSECTION OF LAUREL STREET AND BRYAN, 10 FEET BY 10 FEET
 JT9096'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0393 ***********************************************************************
 MW0393  DESIGNATION -  43 C
 MW0393  PID         -  MW0393
 MW0393  STATE/COUNTY-  CA/SISKIYOU
 MW0393  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0393
 MW0393                         *CURRENT SURVEY CONTROL
 MW0393  ___________________________________________________________________
 MW0393* NAD 83(1986)-  41 22 56.     (N)    121 54 31.     (W)     SCALED    
 MW0393* NAVD 88     -      1337.670  (meters)    4388.67   (feet)  ADJUSTED  
 MW0393  ___________________________________________________________________
 MW0393  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 MW0393  DYNAMIC HT  -        1336.724 (meters)    4385.57  (feet)  COMP
 MW0393  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 MW0393
 MW0393  VERT ORDER  -  SECOND    CLASS 0
 MW0393
 MW0393.The horizontal coordinates were scaled from a topographic map and have
 MW0393.an estimated accuracy of +/- 6 seconds.
 MW0393
 MW0393.The orthometric height was determined by differential leveling
 MW0393.and adjusted in June 1991.
 MW0393
 MW0393.The geoid height was determined by GEOID03.
 MW0393
 MW0393.The dynamic height is computed by dividing the NAVD 88
 MW0393.geopotential number by the normal gravity value computed on the
 MW0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0393.degrees latitude (g = 980.6199 gals.).
 MW0393
 MW0393.The modeled gravity was interpolated from observed gravity values.
 MW0393
 MW0393;                    North         East    Units  Estimated Accuracy
 MW0393;SPC CA 1     -   727,510.    2,007,640.      MT  (+/- 180 meters Scaled)
 MW0393
 MW0393                          SUPERSEDED SURVEY CONTROL
 MW0393
 MW0393  NGVD 29 (??/??/??) 1336.504  (m)         4384.85   (f) ADJUSTED    2 0
 MW0393
 MW0393.Superseded values are not recommended for survey control.
 MW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0393.See file dsdata.txt to determine how the superseded data were derived.
 MW0393
 MW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL912817(NAD 83)
 MW0393_MARKER: DD = SURVEY DISK
 MW0393_SETTING: 66 = SET IN ROCK OUTCROP
 MW0393_SP_SET: ROCK OUTCROP
 MW0393_STAMPING: 43 C 1931
 MW0393_MARK LOGO: USGS  
 MW0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0393+STABILITY: POSITION/ELEVATION WELL
 MW0393
 MW0393  HISTORY     - Date     Condition        Report By
 MW0393  HISTORY     - 1931     MONUMENTED       USGS
 MW0393  HISTORY     - 1954     GOOD             CGS
 MW0393  HISTORY     - 19860424 MARK NOT FOUND   USPSQD
 MW0393
 MW0393                          STATION DESCRIPTION
 MW0393
 MW0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0393'7.6 MI NE FROM PILGRIM CREEK EXP STA.
 MW0393'0.2 MILE EAST ALONG A TRACK ROAD FROM THE MAIN BUILDING OF THE
 MW0393'PILGRIM CREEK EXPERIMENTAL STATION, THENCE 0.8 MILE EAST ALONG
 MW0393'MILITARY ROAD, THENCE 6.6 MILES NORTHEAST ALONG A GRADED ROAD, NEAR
 MW0393'THE SUMMIT OF A GRADE, ON THE NORTHWEST SLOPE OF A ROCKY HILL, IN
 MW0393'THE TOP OF A 6- BY 3-FOOT ROCK OUTCROP PROJECTING 0.6 FOOT ABOVE
 MW0393'THE GROUND, 10.0 FEET EAST OF BENCH MARK 4383.42 (U.S.G.S.),
 MW0393'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.6 FEET WEST OF THE
 MW0393'EAST END OF THE OUTCROP, 1.9 FEET NORTHWEST OF A WITNESS POST,
 MW0393'AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 MW0393
 MW0393                          STATION RECOVERY (1986)
 MW0393
 MW0393'RECOVERY NOTE BY US POWER SQUADRON 1986 (BAR)
 MW0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9097 ***********************************************************************
 JT9097  DESIGNATION -  43 C
 JT9097  PID         -  JT9097
 JT9097  STATE/COUNTY-  CA/NAPA
 JT9097  USGS QUAD   -  NAPA (1980)
 JT9097
 JT9097                         *CURRENT SURVEY CONTROL
 JT9097  ___________________________________________________________________
 JT9097* NAD 83(1986)-  38 17 36.     (N)    122 18 46.     (W)     SCALED    
 JT9097* NAVD 88     -        20.91   (+/-2cm)      68.6    (feet)  VERTCON   
 JT9097  ___________________________________________________________________
 JT9097  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9097  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9097
 JT9097.The horizontal coordinates were scaled from a topographic map and have
 JT9097.an estimated accuracy of +/- 6 seconds.
 JT9097
 JT9097.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9097.The vertical order pertains to the NGVD 29 superseded value.
 JT9097
 JT9097.The geoid height was determined by GEOID03.
 JT9097
 JT9097;                    North         East    Units  Estimated Accuracy
 JT9097;SPC CA 2     -   569,610.    1,972,640.      MT  (+/- 180 meters Scaled)
 JT9097
 JT9097                          SUPERSEDED SURVEY CONTROL
 JT9097
 JT9097  NGVD 29 (??/??/92)   20.134  (m)           66.06   (f) ADJ UNCH    2 2
 JT9097
 JT9097.Superseded values are not recommended for survey control.
 JT9097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9097.See file dsdata.txt to determine how the superseded data were derived.
 JT9097
 JT9097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH600385(NAD 83)
 JT9097_MARKER: DD = SURVEY DISK
 JT9097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9097_SP_SET: CONCRETE POST
 JT9097_MARK LOGO: CA2330
 JT9097_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9097+STABILITY: SURFACE MOTION
 JT9097
 JT9097  HISTORY     - Date     Condition        Report By
 JT9097  HISTORY     - 1971     MONUMENTED       CA2330
 JT9097
 JT9097                          STATION DESCRIPTION
 JT9097
 JT9097'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9097'AT INTERSECTION OF LAUREL STREET AND GRIGGS LANE, 10 FEET BY 10 FEET,
 JT9097'NORTHWEST OF CENTERLINE ANGLE POINT OF LAUREL STREET, A WELL TYPE
 JT9097'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0632 ***********************************************************************
 DY0632  DESIGNATION -  43 C OF LB
 DY0632  PID         -  DY0632
 DY0632  STATE/COUNTY-  CA/LOS ANGELES
 DY0632  USGS QUAD   -  LONG BEACH (1981)
 DY0632
 DY0632                         *CURRENT SURVEY CONTROL
 DY0632  ___________________________________________________________________
 DY0632* NAD 83(1986)-  33 45 53.     (N)    118 08 01.     (W)     SCALED    
 DY0632* NAVD 88     -         3.72   (+/-2cm)      12.2    (feet)  VERTCON   
 DY0632  ___________________________________________________________________
 DY0632  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0632  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0632
 DY0632.The horizontal coordinates were scaled from a topographic map and have
 DY0632.an estimated accuracy of +/- 6 seconds.
 DY0632
 DY0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0632.The vertical order pertains to the NGVD 29 superseded value.
 DY0632
 DY0632.The geoid height was determined by GEOID03.
 DY0632
 DY0632;                    North         East    Units  Estimated Accuracy
 DY0632;SPC CA 5     -   529,370.    1,987,620.      MT  (+/- 180 meters Scaled)
 DY0632
 DY0632                          SUPERSEDED SURVEY CONTROL
 DY0632
 DY0632  NGVD 29 (??/??/92)    2.944  (m)            9.66   (f) ADJ UNCH    1 2
 DY0632
 DY0632.Superseded values are not recommended for survey control.
 DY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0632.See file dsdata.txt to determine how the superseded data were derived.
 DY0632
 DY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT950366(NAD 83)
 DY0632_MARKER: DD = SURVEY DISK
 DY0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0632_STAMPING: LB BM NO 43
 DY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0632+STABILITY: SURFACE MOTION
 DY0632
 DY0632  HISTORY     - Date     Condition        Report By
 DY0632  HISTORY     - UNK      MONUMENTED       CA1980
 DY0632  HISTORY     - 1954     GOOD             NGS
 DY0632  HISTORY     - 20071231 GOOD             GEOCAC
 DY0632
 DY0632                          STATION DESCRIPTION
 DY0632
 DY0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0632'AT LONG BEACH.
 DY0632'AT LONG BEACH, AT THE INTERSECTION OF NIETO AVENUE AND BROADWAY,
 DY0632'15.7 FEET WEST OF THE LINE OF THE WEST CURB OF THE AVENUE, 3.0
 DY0632'FEET NORTH OF THE NORTH CURB OF BROADWAY, 6.7 FEET WEST OF THE WEST
 DY0632'EDGE OF A NORTH-AND-SOUTH SIDEWALK, 0.85 FOOT SOUTH OF THE
 DY0632'SOUTH EDGE OF AN EAST-AND-WEST SIDEWALK, ABOUT 4 INCHES UNDER
 DY0632'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 DY0632
 DY0632                          STATION RECOVERY (2007)
 DY0632
 DY0632'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0632'RECOVERED IN GOOD CONDITION.  THE AREA HAS CHANGED AND THE SIDEWALK AT
 DY0632'THE CORNER HAS BEEN IMPROVED TO INCLUDE A WHEELCHAIR RAMP.  THE MARK
 DY0632'IS NOW SURROUNDED BY CONCRETE WITH ACCESS HAD THROUGH A 6-INCH PIPE
 DY0632'WITH AN IRON COVER MARKED LB FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5841 ***********************************************************************
 EW5841  DESIGNATION -  43 C OF V
 EW5841  PID         -  EW5841
 EW5841  STATE/COUNTY-  CA/VENTURA
 EW5841  USGS QUAD   -  VENTURA (1967)
 EW5841
 EW5841                         *CURRENT SURVEY CONTROL
 EW5841  ___________________________________________________________________
 EW5841* NAD 83(1986)-  34 18 33.     (N)    119 17 30.     (W)     SCALED    
 EW5841* NAVD 88     -        44.279  (meters)     145.27   (feet)  READJUSTED
 EW5841  ___________________________________________________________________
 EW5841  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 EW5841  DYNAMIC HT  -          44.230 (meters)     145.11  (feet)  COMP
 EW5841  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 EW5841
 EW5841  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5841
 EW5841.The horizontal coordinates were scaled from a topographic map and have
 EW5841.an estimated accuracy of +/- 6 seconds.
 EW5841
 EW5841.The orthometric height was determined by differential leveling
 EW5841.and adjusted in February 1993.
 EW5841.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5841.distribution rate of 1.1 thru 2.0 mm/km.
 EW5841.The height was derived from older observations constrained to new
 EW5841.heights in a crustal motion area.  The height is approximate in
 EW5841.relation to other heights in its vicinity.
 EW5841
 EW5841.The geoid height was determined by GEOID03.
 EW5841
 EW5841.The dynamic height is computed by dividing the NAVD 88
 EW5841.geopotential number by the normal gravity value computed on the
 EW5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5841.degrees latitude (g = 980.6199 gals.).
 EW5841
 EW5841.The modeled gravity was interpolated from observed gravity values.
 EW5841
 EW5841;                    North         East    Units  Estimated Accuracy
 EW5841;SPC CA 5     -   590,520.    1,881,110.      MT  (+/- 180 meters Scaled)
 EW5841
 EW5841                          SUPERSEDED SURVEY CONTROL
 EW5841
 EW5841  NGVD 29 (??/??/92)   43.523  (m)          142.79   (f) ADJ UNCH    1 1
 EW5841
 EW5841.Superseded values are not recommended for survey control.
 EW5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5841.See file dsdata.txt to determine how the superseded data were derived.
 EW5841
 EW5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT891988(NAD 83)
 EW5841_MARKER: DB = BENCH MARK DISK
 EW5841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5841_SP_SET: CURB
 EW5841
 EW5841  HISTORY     - Date     Condition        Report By
 EW5841  HISTORY     - UNK      MONUMENTED
 EW5841  HISTORY     - 1977     GOOD             NGS
 EW5841
 EW5841                          STATION DESCRIPTION
 EW5841
 EW5841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5841'3.2 MI NW FROM VENTURA.
 EW5841'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5841'THENCE 2.3 MILES NORTH ALONG VENTURA AVENUE, AT THE JUNCTION OF DAKOTA
 EW5841'DRIVE, 0.05 MILE NORTH OF A BRIDGE OVER CANADA DE SAN JOAQUIN CREEK,
 EW5841'146.7 FT. WEST OF A 10-INCH STEEL LIGHT POLE 1562351E, 68 FT. EAST
 EW5841'OF THE CENTER LINE OF THE AVENUE, 32.0 FT. NORTH OF THE CENTER LINE
 EW5841'OF THE DRIVE, 9.8 FT. SOUTH OF A 5-FT. CHAINLINK FENCE, 9.5 FT. EAST
 EW5841'OF A 2-INCH STEEL POLE SUPPORTING A STOP SIGN AND STREET NAME SIGNS,
 EW5841'IN THE TOP OF A 6-INCH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0292 ***********************************************************************
 FV0292  DESIGNATION -  43 CADH
 FV0292  PID         -  FV0292
 FV0292  STATE/COUNTY-  CA/MONTEREY
 FV0292  USGS QUAD   -  CAPE SAN MARTIN (1949)
 FV0292
 FV0292                         *CURRENT SURVEY CONTROL
 FV0292  ___________________________________________________________________
 FV0292* NAD 83(1986)-  35 59 20.     (N)    121 29 40.     (W)     SCALED    
 FV0292* NAVD 88     -        49.939  (meters)     163.84   (feet)  ADJUSTED  
 FV0292  ___________________________________________________________________
 FV0292  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 FV0292  DYNAMIC HT  -          49.898 (meters)     163.71  (feet)  COMP
 FV0292  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 FV0292
 FV0292  VERT ORDER  -  FIRST     CLASS I
 FV0292
 FV0292.The horizontal coordinates were scaled from a topographic map and have
 FV0292.an estimated accuracy of +/- 6 seconds.
 FV0292
 FV0292.The orthometric height was determined by differential leveling
 FV0292.and adjusted in June 1991.
 FV0292
 FV0292.The geoid height was determined by GEOID03.
 FV0292
 FV0292.The dynamic height is computed by dividing the NAVD 88
 FV0292.geopotential number by the normal gravity value computed on the
 FV0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0292.degrees latitude (g = 980.6199 gals.).
 FV0292
 FV0292.The modeled gravity was interpolated from observed gravity values.
 FV0292
 FV0292;                    North         East    Units  Estimated Accuracy
 FV0292;SPC CA 4     -   575,660.    1,775,090.      MT  (+/- 180 meters Scaled)
 FV0292
 FV0292                          SUPERSEDED SURVEY CONTROL
 FV0292
 FV0292  NGVD 29 (10/21/93)   49.080  (m)          161.02   (f) ADJUSTED    1 1
 FV0292
 FV0292.Superseded values are not recommended for survey control.
 FV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0292.See file dsdata.txt to determine how the superseded data were derived.
 FV0292
 FV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE357837(NAD 83)
 FV0292_MARKER: Q = CHISELED SQUARE
 FV0292_SETTING: 66 = SET IN ROCK OUTCROP
 FV0292_SP_SET: OUTCROP
 FV0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FV0292+STABILITY: POSITION/ELEVATION WELL
 FV0292
 FV0292  HISTORY     - Date     Condition        Report By
 FV0292  HISTORY     - UNK      MONUMENTED       CADH
 FV0292  HISTORY     - 1942     GOOD             NGS
 FV0292  HISTORY     - 1977     GOOD             NGS
 FV0292
 FV0292                          STATION DESCRIPTION
 FV0292
 FV0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FV0292'25.9 MI SE FROM BIG SUR.
 FV0292'25.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE BRIDGE AT
 FV0292'BIG SUR, MONTEREY COUNTY, 101 FEET SOUTH OF THE SOUTH CORNER
 FV0292'OF THE MASONRY ABUTMENT OF BRIDGE NO. 44-61 OVER KIRK CREEK, 82
 FV0292'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 77 FEET SOUTH
 FV0292'OF A TELEPHONE POLE, AND ON THE TOP OF A 5- BY 5- FOOT ROCK
 FV0292'OUTCROP.  A CHISELED SQUARE.  NOTE-- IN SEPTEMBER 1942, THE ROCK
 FV0292'OUTCROP WAS LOCATED BUT THE CHISELED SQUARE COULD NOT BE MADE
 FV0292'OUT, HOWEVER, THERE WAS A TIP OF ROCK ON THE EDGE NEAREST THE
 FV0292'ROAD WHICH HAD BEEN PAINTED WITH WHITE PAINT, AND THE LETTERING
 FV0292'ON THE FACE OF THE ROCK INDICATED THAT THIS PAINTED TIP IS THE
 FV0292'BENCH MARK.
 FV0292
 FV0292                          STATION RECOVERY (1977)
 FV0292
 FV0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2473 ***********************************************************************
 HS2473  DESIGNATION -  43 CADWR
 HS2473  PID         -  HS2473
 HS2473  STATE/COUNTY-  CA/STANISLAUS
 HS2473  USGS QUAD   -  PATTERSON (1978)
 HS2473
 HS2473                         *CURRENT SURVEY CONTROL
 HS2473  ___________________________________________________________________
 HS2473* NAD 83(1986)-  37 24 24.     (N)    121 08 29.     (W)     SCALED    
 HS2473* NAVD 88     -        76.39   (+/-2cm)     250.6    (feet)  VERTCON   
 HS2473  ___________________________________________________________________
 HS2473  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HS2473  VERT ORDER  -  THIRD (See Below)
 HS2473
 HS2473.The horizontal coordinates were scaled from a topographic map and have
 HS2473.an estimated accuracy of +/- 6 seconds.
 HS2473
 HS2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2473.The vertical order pertains to the NGVD 29 superseded value.
 HS2473
 HS2473.The geoid height was determined by GEOID03.
 HS2473
 HS2473;                    North         East    Units  Estimated Accuracy
 HS2473;SPC CA 3     -   600,820.    1,943,220.      MT  (+/- 180 meters Scaled)
 HS2473
 HS2473                          SUPERSEDED SURVEY CONTROL
 HS2473
 HS2473  NGVD 29 (??/??/??)   75.62   (m)          248.1    (f) RESET       3  
 HS2473
 HS2473.Superseded values are not recommended for survey control.
 HS2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2473.See file dsdata.txt to determine how the superseded data were derived.
 HS2473
 HS2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG644416(NAD 83)
 HS2473_MARKER: P = PIPE CAP
 HS2473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2473_STAMPING: 43
 HS2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2473
 HS2473  HISTORY     - Date     Condition        Report By
 HS2473  HISTORY     - UNK      MONUMENTED       CADWR
 HS2473  HISTORY     - 1964     GOOD             NGS
 HS2473
 HS2473                          STATION DESCRIPTION
 HS2473
 HS2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS2473'5.6 MI S FROM PATTERSON.
 HS2473'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 HS2473'THE STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY AVENUE,
 HS2473'THENCE 4.0 MILES SOUTH ALONG WARD AVENUE, 23 1/2 FEET EAST OF
 HS2473'THE CENTER LINE OF THE AVENUE, 4 1/2 FEET SOUTH OF TELEPHONE POLE
 HS2473'80/12, 0.9 FOOT EAST OF A FENCE, 2.9 FEET SOUTH OF A WITNESS
 HS2473'POST, ABOUT 2 FEET HIGHER THAN THE AVENUE, AND BOLTED ON THE
 HS2473'TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE
 HS2473'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9098 ***********************************************************************
 JT9098  DESIGNATION -  43 D
 JT9098  PID         -  JT9098
 JT9098  STATE/COUNTY-  CA/NAPA
 JT9098  USGS QUAD   -  NAPA (1980)
 JT9098
 JT9098                         *CURRENT SURVEY CONTROL
 JT9098  ___________________________________________________________________
 JT9098* NAD 83(1986)-  38 17 36.     (N)    122 18 34.     (W)     SCALED    
 JT9098* NAVD 88     -        14.50   (+/-2cm)      47.6    (feet)  VERTCON   
 JT9098  ___________________________________________________________________
 JT9098  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9098  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9098
 JT9098.The horizontal coordinates were scaled from a topographic map and have
 JT9098.an estimated accuracy of +/- 6 seconds.
 JT9098
 JT9098.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9098.The vertical order pertains to the NGVD 29 superseded value.
 JT9098
 JT9098.The geoid height was determined by GEOID03.
 JT9098
 JT9098;                    North         East    Units  Estimated Accuracy
 JT9098;SPC CA 2     -   569,610.    1,972,930.      MT  (+/- 180 meters Scaled)
 JT9098
 JT9098                          SUPERSEDED SURVEY CONTROL
 JT9098
 JT9098  NGVD 29 (??/??/92)   13.722  (m)           45.02   (f) ADJ UNCH    2 2
 JT9098
 JT9098.Superseded values are not recommended for survey control.
 JT9098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9098.See file dsdata.txt to determine how the superseded data were derived.
 JT9098
 JT9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603385(NAD 83)
 JT9098_MARKER: DD = SURVEY DISK
 JT9098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9098_SP_SET: CONCRETE POST
 JT9098_MARK LOGO: CA2330
 JT9098_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9098+STABILITY: SURFACE MOTION
 JT9098
 JT9098  HISTORY     - Date     Condition        Report By
 JT9098  HISTORY     - 1971     MONUMENTED       CA2330
 JT9098
 JT9098                          STATION DESCRIPTION
 JT9098
 JT9098'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9098'AT INTERSECTION OF LAUREL STREET AND FOOTHILL BLVD., 10 FEET BY 10 FT
 JT9098'(3.0 M) NORTHEAST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9099 ***********************************************************************
 JT9099  DESIGNATION -  43 E
 JT9099  PID         -  JT9099
 JT9099  STATE/COUNTY-  CA/NAPA
 JT9099  USGS QUAD   -  NAPA (1980)
 JT9099
 JT9099                         *CURRENT SURVEY CONTROL
 JT9099  ___________________________________________________________________
 JT9099* NAD 83(1986)-  38 17 30.     (N)    122 18 40.     (W)     SCALED    
 JT9099* NAVD 88     -        12.65   (+/-2cm)      41.5    (feet)  VERTCON   
 JT9099  ___________________________________________________________________
 JT9099  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9099  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9099
 JT9099.The horizontal coordinates were scaled from a topographic map and have
 JT9099.an estimated accuracy of +/- 6 seconds.
 JT9099
 JT9099.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9099.The vertical order pertains to the NGVD 29 superseded value.
 JT9099
 JT9099.The geoid height was determined by GEOID03.
 JT9099
 JT9099;                    North         East    Units  Estimated Accuracy
 JT9099;SPC CA 2     -   569,430.    1,972,780.      MT  (+/- 180 meters Scaled)
 JT9099
 JT9099                          SUPERSEDED SURVEY CONTROL
 JT9099
 JT9099  NGVD 29 (??/??/92)   11.871  (m)           38.95   (f) ADJ UNCH    2 2
 JT9099
 JT9099.Superseded values are not recommended for survey control.
 JT9099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9099.See file dsdata.txt to determine how the superseded data were derived.
 JT9099
 JT9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH602384(NAD 83)
 JT9099_MARKER: DD = SURVEY DISK
 JT9099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9099_SP_SET: CONCRETE POST
 JT9099_MARK LOGO: CA2330
 JT9099_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9099+STABILITY: SURFACE MOTION
 JT9099
 JT9099  HISTORY     - Date     Condition        Report By
 JT9099  HISTORY     - 1971     MONUMENTED       CA2330
 JT9099
 JT9099                          STATION DESCRIPTION
 JT9099
 JT9099'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9099'AT INTERSECTION OF FOOTHILL BLVD.  AND PINE STREET, 10 FEET BY 10 FEET
 JT9099'NORTHEAST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9100 ***********************************************************************
 JT9100  DESIGNATION -  43 F
 JT9100  PID         -  JT9100
 JT9100  STATE/COUNTY-  CA/NAPA
 JT9100  USGS QUAD   -  NAPA (1980)
 JT9100
 JT9100                         *CURRENT SURVEY CONTROL
 JT9100  ___________________________________________________________________
 JT9100* NAD 83(1986)-  38 17 30.     (N)    122 18 22.     (W)     SCALED    
 JT9100* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 JT9100  ___________________________________________________________________
 JT9100  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9100  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9100
 JT9100.The horizontal coordinates were scaled from a topographic map and have
 JT9100.an estimated accuracy of +/- 6 seconds.
 JT9100
 JT9100.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9100.The vertical order pertains to the NGVD 29 superseded value.
 JT9100
 JT9100.The geoid height was determined by GEOID03.
 JT9100
 JT9100;                    North         East    Units  Estimated Accuracy
 JT9100;SPC CA 2     -   569,430.    1,973,220.      MT  (+/- 180 meters Scaled)
 JT9100
 JT9100                          SUPERSEDED SURVEY CONTROL
 JT9100
 JT9100  NGVD 29 (??/??/92)   10.170  (m)           33.37   (f) ADJ UNCH    2 2
 JT9100
 JT9100.Superseded values are not recommended for survey control.
 JT9100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9100.See file dsdata.txt to determine how the superseded data were derived.
 JT9100
 JT9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606384(NAD 83)
 JT9100_MARKER: DD = SURVEY DISK
 JT9100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9100_SP_SET: CONCRETE POST
 JT9100_MARK LOGO: CA2330
 JT9100_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9100+STABILITY: SURFACE MOTION
 JT9100
 JT9100  HISTORY     - Date     Condition        Report By
 JT9100  HISTORY     - 1971     MONUMENTED       CA2330
 JT9100
 JT9100                          STATION DESCRIPTION
 JT9100
 JT9100'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9100'AT INTERSECTION OF PINE AND COLLIER STREETS, 10 FEET BY 10 FEET
 JT9100'NORTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1589 ***********************************************************************
 DY1589  DESIGNATION -  43 H C OF LA
 DY1589  PID         -  DY1589
 DY1589  STATE/COUNTY-  CA/LOS ANGELES
 DY1589  USGS QUAD   -  INGLEWOOD (1981)
 DY1589
 DY1589                         *CURRENT SURVEY CONTROL
 DY1589  ___________________________________________________________________
 DY1589* NAD 83(1986)-  33 52 34.     (N)    118 15 54.     (W)     SCALED    
 DY1589* NAVD 88     -        16.43   (+/-2cm)      53.9    (feet)  VERTCON   
 DY1589  ___________________________________________________________________
 DY1589  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1589  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1589
 DY1589.The horizontal coordinates were scaled from a topographic map and have
 DY1589.an estimated accuracy of +/- 6 seconds.
 DY1589
 DY1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1589.The vertical order pertains to the NGVD 29 superseded value.
 DY1589
 DY1589.The geoid height was determined by GEOID03.
 DY1589
 DY1589;                    North         East    Units  Estimated Accuracy
 DY1589;SPC CA 5     -   541,750.    1,975,480.      MT  (+/- 180 meters Scaled)
 DY1589
 DY1589                          SUPERSEDED SURVEY CONTROL
 DY1589
 DY1589  NGVD 29 (??/??/92)   15.68   (m)           51.4    (f) COMPUTED    1 1
 DY1589
 DY1589.Superseded values are not recommended for survey control.
 DY1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1589.See file dsdata.txt to determine how the superseded data were derived.
 DY1589
 DY1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830491(NAD 83)
 DY1589_MARKER: S = SPIKE
 DY1589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1589_SP_SET: CONCRETE FOOTING
 DY1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1589
 DY1589  HISTORY     - Date     Condition        Report By
 DY1589  HISTORY     - UNK      MONUMENTED       CA1980
 DY1589  HISTORY     - 1968     GOOD             CA1980
 DY1589
 DY1589                          STATION DESCRIPTION
 DY1589
 DY1589'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1589'IN CARSON.
 DY1589'CUT SPIKE NO. 43-H, IN THE TOP OF THE CONCRETE FOOTING FOR THE
 DY1589'SOUTHEAST LEG OF POWER TRANSMISSION TOWER 1339, 0.6 OF A MILE
 DY1589'NORTHERLY FROM VICTORIA STREET, 0.7 OF A MILE SOUTHERLY FROM
 DY1589'ALONDRA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0911 ***********************************************************************
 FT0911  DESIGNATION -  43 KSM
 FT0911  PID         -  FT0911
 FT0911  STATE/COUNTY-  CA/KERN
 FT0911  USGS QUAD   -  RIDGECREST NORTH (1973)
 FT0911
 FT0911                         *CURRENT SURVEY CONTROL
 FT0911  ___________________________________________________________________
 FT0911* NAD 83(1986)-  35 43 09.     (N)    117 38 54.     (W)     SCALED    
 FT0911* NAVD 88     -       657.742  (meters)    2157.94   (feet)  ADJUSTED  
 FT0911  ___________________________________________________________________
 FT0911  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FT0911  DYNAMIC HT  -         657.045 (meters)    2155.66  (feet)  COMP
 FT0911  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 FT0911
 FT0911  VERT ORDER  -  FIRST     CLASS II
 FT0911
 FT0911.The horizontal coordinates were scaled from a topographic map and have
 FT0911.an estimated accuracy of +/- 6 seconds.
 FT0911
 FT0911.The orthometric height was determined by differential leveling
 FT0911.and adjusted in June 1991.
 FT0911
 FT0911.The geoid height was determined by GEOID03.
 FT0911
 FT0911.The dynamic height is computed by dividing the NAVD 88
 FT0911.geopotential number by the normal gravity value computed on the
 FT0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0911.degrees latitude (g = 980.6199 gals.).
 FT0911
 FT0911.The modeled gravity was interpolated from observed gravity values.
 FT0911
 FT0911;                    North         East    Units  Estimated Accuracy
 FT0911;SPC CA 5     -   746,230.    2,031,820.      MT  (+/- 180 meters Scaled)
 FT0911
 FT0911                          SUPERSEDED SURVEY CONTROL
 FT0911
 FT0911  NGVD 29 (??/??/??)  657.04   (m)         2155.6    (f) RESET       3  
 FT0911
 FT0911.Superseded values are not recommended for survey control.
 FT0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0911.See file dsdata.txt to determine how the superseded data were derived.
 FT0911
 FT0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV413529(NAD 83)
 FT0911_MARKER: DD = SURVEY DISK
 FT0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FT0911_SP_SET: CABLE ANCHOR
 FT0911_STAMPING: 2155 43 KSM 1946
 FT0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FT0911
 FT0911  HISTORY     - Date     Condition        Report By
 FT0911  HISTORY     - 1946     MONUMENTED       USGS
 FT0911  HISTORY     - 1950     GOOD             NGS
 FT0911
 FT0911                          STATION DESCRIPTION
 FT0911
 FT0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0911'IN NOTS.
 FT0911'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 36
 FT0911'FEET NORTHWEST OF THE STEEL SPOTTING TOWER NO. 4 ON THE G-1
 FT0911'SPOTTING TOWER ROAD.  THE STATION IS SET IN THE NORTHWEST GUY
 FT0911'CABLE ANCHOR, WHICH IS 3 FEET SQUARE AND PROJECTS 10 INCHES
 FT0911'ABOVE THE GROUND.  THE DISK IS SET IN A DRILL HOLE AND STAMPED
 FT0911'2155 43 K.S.M. 1946.  TO REACH GO NORTH ON THE G-1 SPOTTING TOWER
 FT0911'ROAD TO THE STEEL SPOTTING TOWER NO. 4 AND THE STATION AS
 FT0911'DESCRIBED.  FOR INFORMATION TO REACH FROM THE NAVAL ORDNANCE
 FT0911'TEST STATION HEADQUARTERS, CONTACT THE RANGE DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3774 ***********************************************************************
 EW3774  DESIGNATION -  43 LA=F 28
 EW3774  PID         -  EW3774
 EW3774  STATE/COUNTY-  CA/SANTA BARBARA
 EW3774  USGS QUAD   -  GOLETA (1988)
 EW3774
 EW3774                         *CURRENT SURVEY CONTROL
 EW3774  ___________________________________________________________________
 EW3774* NAD 83(1986)-  34 26 23.     (N)    119 49 10.     (W)     SCALED    
 EW3774* NAVD 88     -        14.740  (meters)      48.36   (feet)  ADJUSTED  
 EW3774  ___________________________________________________________________
 EW3774  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EW3774  DYNAMIC HT  -          14.725 (meters)      48.31  (feet)  COMP
 EW3774  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 EW3774  OBS GRAVITY -     979,625.8   (mgal)                       GRAV_OBS
 EW3774
 EW3774  VERT ORDER  -  FIRST     CLASS I
 EW3774
 EW3774.The horizontal coordinates were scaled from a topographic map and have
 EW3774.an estimated accuracy of +/- 6 seconds.
 EW3774
 EW3774.The orthometric height was determined by differential leveling
 EW3774.and adjusted in June 1991.
 EW3774.WARNING-Repeat measurements at this control monument indicate possible
 EW3774.vertical movement.
 EW3774
 EW3774.The geoid height was determined by GEOID03.
 EW3774
 EW3774.The dynamic height is computed by dividing the NAVD 88
 EW3774.geopotential number by the normal gravity value computed on the
 EW3774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW3774.degrees latitude (g = 980.6199 gals.).
 EW3774
 EW3774.The modeled gravity was interpolated from observed gravity values.
 EW3774.The observed gravity was obtained from relative gravimeter ties
 EW3774.to the IGSN71 gravity network.
 EW3774
 EW3774;                    North         East    Units  Estimated Accuracy
 EW3774;SPC CA 5     -   605,750.    1,832,800.      MT  (+/- 180 meters Scaled)
 EW3774
 EW3774                          SUPERSEDED SURVEY CONTROL
 EW3774
 EW3774  NGVD 29 (??/??/92)   13.967  (m)           45.82   (f) ADJ UNCH    1 1
 EW3774
 EW3774.Superseded values are not recommended for survey control.
 EW3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3774.See file dsdata.txt to determine how the superseded data were derived.
 EW3774
 EW3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU409145(NAD 83)
 EW3774_MARKER: P = PIPE CAP
 EW3774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3774_SP_SET: METAL PIPE IMBEDDED IN GROUND
 EW3774_STAMPING: F 28 43 LA
 EW3774_MARK LOGO: USGS  
 EW3774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW3774+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1989
 EW3774
 EW3774  HISTORY     - Date     Condition        Report By
 EW3774  HISTORY     - UNK      MONUMENTED       USGS
 EW3774  HISTORY     - 1970     GOOD             NGS
 EW3774  HISTORY     - 1973     GOOD             NGS
 EW3774  HISTORY     - 1977     GOOD             NGS
 EW3774  HISTORY     - 19890316 GOOD             NGS
 EW3774  HISTORY     - 20040304 GOOD             CADT
 EW3774
 EW3774                          STATION DESCRIPTION
 EW3774
 EW3774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EW3774'AT GOLETA.
 EW3774'AT GOLETA, ALONG THE SOUTHERN PACIFIC RAILROAD, 199 FEET EAST AND
 EW3774'ACROSS KELLOGG AVENUE FROM THE SOUTHEAST CORNER OF THE SOUTHERN
 EW3774'PACIFIC STATION, 120 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 EW3774'CROSSING OF KELLOGG AVENUE AND THE TRACK, 116.7 FEET SOUTH OF THE
 EW3774'SOUTH RAIL OF THE MAIN TRACK, 29 FEET EAST OF THE CENTER LINE OF
 EW3774'KELLOGG AVENUE, 15.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EW3774'GALVANIZED BUILDING, 0.6 FOOT NORTH OF A BURIED CROSS TIE WHICH
 EW3774'PROJECTS 5 FEET ABOVE THE GROUND, 7 FEET EAST OF POWER POLE
 EW3774'1675667E, 1.3 FEET NORTH OF THE NORTHWEST CORNER OF A CYCLONE
 EW3774'FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 EW3774'TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH
 EW3774'WITH THE GROUND.
 EW3774
 EW3774                          STATION RECOVERY (1973)
 EW3774
 EW3774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EW3774'RECOVERED IN GOOD CONDITION.
 EW3774
 EW3774                          STATION RECOVERY (1977)
 EW3774
 EW3774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW3774'RECOVERED IN GOOD CONDITION.
 EW3774
 EW3774                          STATION RECOVERY (1989)
 EW3774
 EW3774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW3774'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GOLETA,
 EW3774'AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND KELLOGG
 EW3774'AVENUE, 35.6 M (116.8 FT) SOUTH OF THE NEAR RAIL, 8.8 M (28.9 FT) EAST
 EW3774'OF THE CENTER OF THE AVENUE, 7.2 M (23.6 FT) SOUTH OF THE CENTER OF A
 EW3774'DRIVEWAY, 4.7 M (15.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 EW3774'BUILDING AT 50 SOUTH KELLOGG AVENUE, 2.5 M (8.2 FT) NORTHEAST OF A
 EW3774'FIRE HYDRANT, 0.4 M (1.3 FT) NORTH OF A FENCE CORNER, LEVEL WITH THE
 EW3774'AVENUE, AND IS A CAP RIVETED TO THE TOP OF A 3 1/2 INCH METAL PIPE
 EW3774'THAT IS FLUSH WITH THE GROUND SURFACE.
 EW3774
 EW3774                          STATION RECOVERY (2004)
 EW3774
 EW3774'RECOVERY NOTE BY CALTRANS 2004 (EJS)
 EW3774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5376 ***********************************************************************
 DX5376  DESIGNATION -  43 OJA
 DX5376  PID         -  DX5376
 DX5376  STATE/COUNTY-  CA/RIVERSIDE
 DX5376  USGS QUAD   -  LAKEVIEW (1979)
 DX5376
 DX5376                         *CURRENT SURVEY CONTROL
 DX5376  ___________________________________________________________________
 DX5376* NAD 83(1986)-  33 45 20.     (N)    117 02 13.     (W)     SCALED    
 DX5376* NAVD 88     -       461.156  (meters)    1512.98   (feet)  ADJUSTED  
 DX5376  ___________________________________________________________________
 DX5376  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX5376  DYNAMIC HT  -         460.623 (meters)    1511.23  (feet)  COMP
 DX5376  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DX5376
 DX5376  VERT ORDER  -  FIRST     CLASS II
 DX5376
 DX5376.The horizontal coordinates were scaled from a topographic map and have
 DX5376.an estimated accuracy of +/- 6 seconds.
 DX5376
 DX5376.The orthometric height was determined by differential leveling
 DX5376.and adjusted in January 1993.
 DX5376
 DX5376.The geoid height was determined by GEOID03.
 DX5376
 DX5376.The dynamic height is computed by dividing the NAVD 88
 DX5376.geopotential number by the normal gravity value computed on the
 DX5376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5376.degrees latitude (g = 980.6199 gals.).
 DX5376
 DX5376.The modeled gravity was interpolated from observed gravity values.
 DX5376
 DX5376;                    North         East    Units  Estimated Accuracy
 DX5376;SPC CA 6     -   676,490.    1,927,090.      MT  (+/- 180 meters Scaled)
 DX5376
 DX5376                          SUPERSEDED SURVEY CONTROL
 DX5376
 DX5376.No superseded survey control is available for this station.
 DX5376
 DX5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT965350(NAD 83)
 DX5376_MARKER: DB = BENCH MARK DISK
 DX5376_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5376_SP_SET: TOP OF WINGWALL
 DX5376_STAMPING: 43 OJA 1967
 DX5376_MARK LOGO: MWDSC 
 DX5376_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5376+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5376
 DX5376  HISTORY     - Date     Condition        Report By
 DX5376  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5376  HISTORY     - 19920510 GOOD             MWDSC
 DX5376
 DX5376                          STATION DESCRIPTION
 DX5376
 DX5376'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5376'1700 FEET (518.2 M) NORTH OF DEVONSHIRE AVE ON THE SAN DIEGO CANAL TO
 DX5376'A BRIDGE OVER THE CANAL (TRES CERRITOS AVE), ON THE SOUTHEAST
 DX5376'WINGWALL OF BRIDGE OVER THE CANAL, 5.8 FEET (1.8 M) NORTH OF THE
 DX5376'SOUTH END OF WINGWALL ON TOP OF WALL. A 3-1/2 INCH STANDARD MWD BRASS
 DX5376'CAP MONUMENT SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0526 ***********************************************************************
 FT0526  DESIGNATION -  43 RM
 FT0526  PID         -  FT0526
 FT0526  STATE/COUNTY-  CA/INYO
 FT0526  USGS QUAD   -  PEARSONVILLE (1982)
 FT0526
 FT0526                         *CURRENT SURVEY CONTROL
 FT0526  ___________________________________________________________________
 FT0526* NAD 83(1986)-  35 46 45.     (N)    117 47 23.     (W)     SCALED    
 FT0526* NAVD 88     -       689.706  (meters)    2262.81   (feet)  ADJUSTED  
 FT0526  ___________________________________________________________________
 FT0526  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FT0526  DYNAMIC HT  -         688.949 (meters)    2260.33  (feet)  COMP
 FT0526  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 FT0526
 FT0526  VERT ORDER  -  FIRST     CLASS II
 FT0526
 FT0526.The horizontal coordinates were scaled from a topographic map and have
 FT0526.an estimated accuracy of +/- 6 seconds.
 FT0526
 FT0526.The orthometric height was determined by differential leveling
 FT0526.and adjusted in June 1991.
 FT0526
 FT0526.The geoid height was determined by GEOID03.
 FT0526
 FT0526.The dynamic height is computed by dividing the NAVD 88
 FT0526.geopotential number by the normal gravity value computed on the
 FT0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0526.degrees latitude (g = 980.6199 gals.).
 FT0526
 FT0526.The modeled gravity was interpolated from observed gravity values.
 FT0526
 FT0526;                    North         East    Units  Estimated Accuracy
 FT0526;SPC CA 4     -   550,160.    2,109,430.      MT  (+/- 180 meters Scaled)
 FT0526
 FT0526                          SUPERSEDED SURVEY CONTROL
 FT0526
 FT0526  NGVD 29 (??/??/??)  688.97   (m)         2260.4    (f) RESET       3  
 FT0526
 FT0526.Superseded values are not recommended for survey control.
 FT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0526.See file dsdata.txt to determine how the superseded data were derived.
 FT0526
 FT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV286597(NAD 83)
 FT0526_MARKER: DD = SURVEY DISK
 FT0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0526_STAMPING: 43 RM 1950
 FT0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0526+STABILITY: SURFACE MOTION
 FT0526
 FT0526  HISTORY     - Date     Condition        Report By
 FT0526  HISTORY     - 1950     MONUMENTED       USN
 FT0526  HISTORY     - 1950     GOOD             NGS
 FT0526
 FT0526                          STATION DESCRIPTION
 FT0526
 FT0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0526'10.5 MI NE FROM CHINA LAKE USN .
 FT0526'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION.  IT
 FT0526'IS ONE OF THE STATIONS ON THE B-1 BASE LINE, JUST WEST OF THE
 FT0526'CONTROL TOWER FOR THE B-1 AIR STRIP.  THE STATION IS AN USN
 FT0526'DISK SET IN AN 8 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 FT0526'THE MARK IS STAMPED 43 RM 1950.  TO REACH THE STATION FROM THE
 FT0526'B-1 TOWER, GO WEST TO THE B-1 BASE LINE, THEN NORTH TO THE
 FT0526'STATION AS DESCRIBED.  DIRECTIONS TO REACH THE B-1 BASE LINE CAN
 FT0526'BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE
 FT0526'NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0056 ***********************************************************************
 JT0056  DESIGNATION -  43 TKM
 JT0056  PID         -  JT0056
 JT0056  STATE/COUNTY-  CA/NAPA
 JT0056  USGS QUAD   -  KNOXVILLE (1993)
 JT0056
 JT0056                         *CURRENT SURVEY CONTROL
 JT0056  ___________________________________________________________________
 JT0056* NAD 83(1986)-  38 45 38.     (N)    122 16 30.     (W)     SCALED    
 JT0056* NAVD 88     -       234.81   (+/-2cm)     770.4    (feet)  VERTCON   
 JT0056  ___________________________________________________________________
 JT0056  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JT0056  VERT ORDER  -  THIRD (See Below)
 JT0056
 JT0056.The horizontal coordinates were scaled from a topographic map and have
 JT0056.an estimated accuracy of +/- 6 seconds.
 JT0056
 JT0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0056.The vertical order pertains to the NGVD 29 superseded value.
 JT0056
 JT0056.The geoid height was determined by GEOID03.
 JT0056
 JT0056;                    North         East    Units  Estimated Accuracy
 JT0056;SPC CA 2     -   621,460.    1,976,100.      MT  (+/- 180 meters Scaled)
 JT0056
 JT0056                          SUPERSEDED SURVEY CONTROL
 JT0056
 JT0056  NGVD 29 (??/??/??)  233.97   (m)          767.6    (f) RESET       3  
 JT0056
 JT0056.Superseded values are not recommended for survey control.
 JT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0056.See file dsdata.txt to determine how the superseded data were derived.
 JT0056
 JT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH629904(NAD 83)
 JT0056_MARKER: DD = SURVEY DISK
 JT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0056_STAMPING: 43 TKM 1942 767
 JT0056_MARK LOGO: USGS  
 JT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0056+STABILITY: SURFACE MOTION
 JT0056
 JT0056  HISTORY     - Date     Condition        Report By
 JT0056  HISTORY     - 1942     MONUMENTED       USGS
 JT0056  HISTORY     - 1966     GOOD             CGS
 JT0056  HISTORY     - 1990     GOOD             USPSQD
 JT0056
 JT0056                          STATION DESCRIPTION
 JT0056
 JT0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0056'25.1 MI SE FROM LOWER LAKE.
 JT0056'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0056'OFFICE AT LOWER LAKE, THENCE 10.9 MILES SOUTHEAST ALONG
 JT0056'BERRYESSA-KNOXVILLE ROAD, 0.1 MILE NORTHEAST OF THE CROSSING
 JT0056'OF A CREEK, 24 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 JT0056'64 FEET NORTH-NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST
 JT0056'CONCRETE HEAD WALL OF A CULVERT, 37 1/2 FEET SOUTH-SOUTHWEST OF
 JT0056'THE SOUTHWEST END OF A GATE, 14.1 FEET NORTHWEST OF A FENCE, 1.0
 JT0056'FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JT0056'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JT0056'GROUND.
 JT0056
 JT0056                          STATION RECOVERY (1990)
 JT0056
 JT0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0727 ***********************************************************************
 FU0727  DESIGNATION -  43 TULARE K CO
 FU0727  PID         -  FU0727
 FU0727  STATE/COUNTY-  CA/TULARE
 FU0727  USGS QUAD   -  ALLENSWORTH (1969)
 FU0727
 FU0727                         *CURRENT SURVEY CONTROL
 FU0727  ___________________________________________________________________
 FU0727* NAD 83(1986)-  35 47 23.     (N)    119 29 24.     (W)     SCALED    
 FU0727* NAVD 88     -        63.34   (+/-2cm)     207.8    (feet)  VERTCON   
 FU0727  ___________________________________________________________________
 FU0727  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 FU0727  VERT ORDER  -  THIRD (See Below)
 FU0727
 FU0727.The horizontal coordinates were scaled from a topographic map and have
 FU0727.an estimated accuracy of +/- 6 seconds.
 FU0727
 FU0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0727.The vertical order pertains to the NGVD 29 superseded value.
 FU0727
 FU0727.The geoid height was determined by GEOID03.
 FU0727
 FU0727;                    North         East    Units  Estimated Accuracy
 FU0727;SPC CA 4     -   550,760.    1,955,700.      MT  (+/- 180 meters Scaled)
 FU0727
 FU0727                          SUPERSEDED SURVEY CONTROL
 FU0727
 FU0727  NGVD 29 (??/??/??)   62.54   (m)          205.2    (f) RESET       3  
 FU0727
 FU0727.Superseded values are not recommended for survey control.
 FU0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0727.See file dsdata.txt to determine how the superseded data were derived.
 FU0727
 FU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV749634(NAD 83)
 FU0727_MARKER: P = PIPE CAP
 FU0727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0727_STAMPING: TULARE KERN 43 T25S R23E LS 1091 1931
 FU0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0727
 FU0727  HISTORY     - Date     Condition        Report By
 FU0727  HISTORY     - 1931     MONUMENTED       CA-029
 FU0727  HISTORY     - 1953     GOOD             NGS
 FU0727  HISTORY     - 1970     POOR             NGS
 FU0727
 FU0727                          STATION DESCRIPTION
 FU0727
 FU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0727'7.4 MI S FROM ALPAUGH.
 FU0727'2.0 MILE SOUTH ALONG ROAD 38 (5-1/4N) FROM THE POST OFFICE
 FU0727'AT ALPAUGH, THENCE 0.2 MILE EAST ALONG AVENUE 38 (5-3/4E),
 FU0727'THENCE 4.8 MILES SOUTH ALONG ROAD 40 (5-1/2N), THENCE 0.4 MILE
 FU0727'WEST ALONG COUNTY LINE AVENUE (AVENUE 1E), 53 FEET SOUTH OF THE
 FU0727'CENTER LINE OF THE AVENUE, 12 FEET EAST OF A DOUBLE FENCE POST,
 FU0727'2 FEET SOUTH OF THE REMAINS OF A FENCE, 1.3 FEET WEST OF A
 FU0727'WITNESS POST, ABOUT 4 FEET LOWER THAN THE AVENUE, AND LEADED
 FU0727'ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 FU0727'GROUND.  NOTE-- NO GOOD.  THE MARK IS IN THE CENTER OF THE
 FU0727'ROAD, LEANING AND LOOSE.  NOT CONSIDERED STABLE.
 FU0727
 FU0727                          STATION RECOVERY (1970)
 FU0727
 FU0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0727'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3631 ***********************************************************************
 HT3631  DESIGNATION -  43 WLS
 HT3631  PID         -  HT3631
 HT3631  STATE/COUNTY-  CA/SANTA CRUZ
 HT3631  USGS QUAD   -  DAVENPORT (1997)
 HT3631
 HT3631                         *CURRENT SURVEY CONTROL
 HT3631  ___________________________________________________________________
 HT3631* NAD 83(1986)-  37 06 30.     (N)    122 08 43.     (W)     SCALED    
 HT3631* NAVD 88     -       755.182  (meters)    2477.63   (feet)  ADJUSTED  
 HT3631  ___________________________________________________________________
 HT3631  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HT3631  DYNAMIC HT  -         754.571 (meters)    2475.62  (feet)  COMP
 HT3631  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 HT3631
 HT3631  VERT ORDER  -  FIRST     CLASS II
 HT3631
 HT3631.The horizontal coordinates were scaled from a topographic map and have
 HT3631.an estimated accuracy of +/- 6 seconds.
 HT3631
 HT3631.The orthometric height was determined by differential leveling
 HT3631.and adjusted in February 1993.
 HT3631
 HT3631.The geoid height was determined by GEOID03.
 HT3631
 HT3631.The dynamic height is computed by dividing the NAVD 88
 HT3631.geopotential number by the normal gravity value computed on the
 HT3631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3631.degrees latitude (g = 980.6199 gals.).
 HT3631
 HT3631.The modeled gravity was interpolated from observed gravity values.
 HT3631
 HT3631;                    North         East    Units  Estimated Accuracy
 HT3631;SPC CA 3     -   568,800.    1,853,770.      MT  (+/- 180 meters Scaled)
 HT3631
 HT3631                          SUPERSEDED SURVEY CONTROL
 HT3631
 HT3631  NGVD 29 (10/21/93)  754.322  (m)         2474.80   (f) ADJUSTED    1 2
 HT3631
 HT3631.Superseded values are not recommended for survey control.
 HT3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3631.See file dsdata.txt to determine how the superseded data were derived.
 HT3631
 HT3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG759072(NAD 83)
 HT3631_MARKER: DB = BENCH MARK DISK
 HT3631_SETTING: 66 = SET IN ROCK OUTCROP
 HT3631_SP_SET: IN A DRILL HOLE IN BEDROCK
 HT3631_STAMPING: 43 WLS 1953 2475
 HT3631_MARK LOGO: USGS  
 HT3631_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HT3631+STABILITY: POSITION/ELEVATION WELL
 HT3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3631+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1990
 HT3631
 HT3631  HISTORY     - Date     Condition        Report By
 HT3631  HISTORY     - 1953     MONUMENTED       USGS
 HT3631  HISTORY     - 19900504 GOOD             NGS
 HT3631
 HT3631                          STATION DESCRIPTION
 HT3631
 HT3631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3631'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3631'OFFICE AT DAVENPORT, THENCE 6.0 KM (3.7 MI) NORTHEASTERLY ALONG
 HT3631'BONNIE DOON ROAD, THENCE 6.0 KM (3.7 MI) NORTHERLY ALONG PINE FLAT
 HT3631'ROAD, THENCE 3.9 KM (2.4 MI) NORTHWESTERLY ALONG EMPIRE GRADE, 0.6 KM
 HT3631'(0.4 MI) NORTHWEST OF THE ALBA ROAD JUNCTION, SET IN A 3 BY 4 FOOT
 HT3631'EXPOSED AREA OF OUTCROPPING BEDROCK, 5.0 M (16.4 FT) SOUTH OF THE
 HT3631'CENTERLINE OF EMPIRE GRADE, 2.5 M (8.2 FT) WEST OF A UTILITY POLE,
 HT3631'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF EMPIRE GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1563 ***********************************************************************
 HT1563  DESIGNATION -  43.94
 HT1563  PID         -  HT1563
 HT1563  STATE/COUNTY-  CA/SANTA CRUZ
 HT1563  USGS QUAD   -  DAVENPORT (1997)
 HT1563
 HT1563                         *CURRENT SURVEY CONTROL
 HT1563  ___________________________________________________________________
 HT1563* NAD 83(1986)-  37 02 35.     (N)    122 13 19.     (W)     SCALED    
 HT1563* NAVD 88     -        14.192  (meters)      46.56   (feet)  ADJUSTED  
 HT1563  ___________________________________________________________________
 HT1563  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HT1563  DYNAMIC HT  -          14.182 (meters)      46.53  (feet)  COMP
 HT1563  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 HT1563
 HT1563  VERT ORDER  -  FIRST     CLASS I
 HT1563
 HT1563.The horizontal coordinates were scaled from a topographic map and have
 HT1563.an estimated accuracy of +/- 6 seconds.
 HT1563
 HT1563.The orthometric height was determined by differential leveling
 HT1563.and adjusted in June 1991.
 HT1563
 HT1563.The geoid height was determined by GEOID03.
 HT1563
 HT1563.The dynamic height is computed by dividing the NAVD 88
 HT1563.geopotential number by the normal gravity value computed on the
 HT1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1563.degrees latitude (g = 980.6199 gals.).
 HT1563
 HT1563.The modeled gravity was interpolated from observed gravity values.
 HT1563
 HT1563;                    North         East    Units  Estimated Accuracy
 HT1563;SPC CA 3     -   561,680.    1,846,820.      MT  (+/- 180 meters Scaled)
 HT1563
 HT1563                          SUPERSEDED SURVEY CONTROL
 HT1563
 HT1563  NGVD 29 (10/21/93)   13.382  (m)           43.90   (f) ADJUSTED    1 1
 HT1563
 HT1563.Superseded values are not recommended for survey control.
 HT1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1563.See file dsdata.txt to determine how the superseded data were derived.
 HT1563
 HT1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF691999(NAD 83)
 HT1563_MARKER: DD = SURVEY DISK
 HT1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1563_SP_SET: CONCRETE POST
 HT1563_STAMPING: B.M. 43.94
 HT1563_MARK LOGO: CA-087
 HT1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1563+STABILITY: SURFACE MOTION
 HT1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1563+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 HT1563
 HT1563  HISTORY     - Date     Condition        Report By
 HT1563  HISTORY     - UNK      MONUMENTED       CA-087
 HT1563  HISTORY     - 1972     GOOD             NGS
 HT1563  HISTORY     - 1978     GOOD             NGS
 HT1563  HISTORY     - 19900515 GOOD             NGS
 HT1563
 HT1563                          STATION DESCRIPTION
 HT1563
 HT1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1563'2.9 MI NW FROM DAVENPORT.
 HT1563'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 HT1563'DAVENPORT, THENCE 1.3 MILES NORTHWEST ALONG A ASPHALT ROAD, AT
 HT1563'THE CROSSING OF A TELEPHONE LINE AND A CREEK, DIRECTLY ACROSS
 HT1563'THE ROAD FROM RANCH BUILDINGS, 37 FEET NORTHEAST OF THE CENTER
 HT1563'LINE OF THE ROAD, 3.5 FEET NORTHWEST OF THE SOUTH CORNER OF A LARGE
 HT1563'CONCRETE AND ROCK BUILDING THAT IS BUILT INTO THE HILL SIDE,
 HT1563'50 FEET NORTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 HT1563'23 WITH GUY WIRE, 19 FEET NORTHWEST OF THE NORTHWEST BANK OF THE
 HT1563'CREEK, 0.6 FOOT SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING,
 HT1563'1.0 FOOT SOUTHEAST OF A WITNESS POST, IN THE TOP OF A CONCRETE
 HT1563'POST WHICH IS ABOUT 0.2 FOOT UNDER GROUND, AND ABOUT 2 FEET
 HT1563'HIGHER THAN THE ROAD.
 HT1563
 HT1563                          STATION RECOVERY (1978)
 HT1563
 HT1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1563'RECOVERED IN GOOD CONDITION.
 HT1563
 HT1563                          STATION RECOVERY (1990)
 HT1563
 HT1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1563'2.7 KM (1.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT1563'OFFICE IN DAVENPORT, THENCE 1.2 KM (0.7 MI) NORTHWESTERLY ALONG
 HT1563'SWANTON ROAD, 11.1 M (36.4 FT) EAST OF THE CENTERLINE OF THE ROAD,
 HT1563'9.0 M (29.5 FT) NORTH OF THE NORTH END OF THE EAST HEADWALL OF A
 HT1563'CULVERT, 1.0 M (3.3 FT) NORTH OF THE SOUTH CORNER OF A STONE BARN,
 HT1563'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND SET IN A CONCRETE
 HT1563'MONUMENT PROJECTING 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5437 ***********************************************************************
 DX5437  DESIGNATION -  430
 DX5437  PID         -  DX5437
 DX5437  STATE/COUNTY-  CA/RIVERSIDE
 DX5437  USGS QUAD   -  PERRIS (1993)
 DX5437
 DX5437                         *CURRENT SURVEY CONTROL
 DX5437  ___________________________________________________________________
 DX5437* NAD 83(1986)-  33 49 48.     (N)    117 11 45.     (W)     SCALED    
 DX5437* NAVD 88     -       443.296  (meters)    1454.38   (feet)  ADJUSTED  
 DX5437  ___________________________________________________________________
 DX5437  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DX5437  DYNAMIC HT  -         442.794 (meters)    1452.73  (feet)  COMP
 DX5437  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 DX5437
 DX5437  VERT ORDER  -  FIRST     CLASS II
 DX5437
 DX5437.The horizontal coordinates were scaled from a topographic map and have
 DX5437.an estimated accuracy of +/- 6 seconds.
 DX5437
 DX5437.The orthometric height was determined by differential leveling
 DX5437.and adjusted in January 1993.
 DX5437
 DX5437.The geoid height was determined by GEOID03.
 DX5437
 DX5437.The dynamic height is computed by dividing the NAVD 88
 DX5437.geopotential number by the normal gravity value computed on the
 DX5437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5437.degrees latitude (g = 980.6199 gals.).
 DX5437
 DX5437.The modeled gravity was interpolated from observed gravity values.
 DX5437
 DX5437;                    North         East    Units  Estimated Accuracy
 DX5437;SPC CA 6     -   684,870.    1,912,450.      MT  (+/- 180 meters Scaled)
 DX5437
 DX5437                          SUPERSEDED SURVEY CONTROL
 DX5437
 DX5437.No superseded survey control is available for this station.
 DX5437
 DX5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT818433(NAD 83)
 DX5437_MARKER: A = ALUMINUM MARKER
 DX5437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5437_SP_SET: CONCRETE POST
 DX5437_STAMPING: BM 430
 DX5437_MARK LOGO: MWDSC 
 DX5437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5437+STABILITY: SURFACE MOTION
 DX5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5437+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5437
 DX5437  HISTORY     - Date     Condition        Report By
 DX5437  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5437
 DX5437                          STATION DESCRIPTION
 DX5437
 DX5437'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5437'SOUTHWEST LAKE PERRIS RESERVOIR, AT THE SOUTHWEST CORNER OF THE
 DX5437'INTERSECTION OF RIDER ST AND EL NIDO RD, 34 FEET (10.4 M) SOUTH OF
 DX5437'RIDER ST AND 38 FEET (11.6 M) WEST OF EL NIDO AVE. A STANDARD 3-1/4
 DX5437'INCH MWDSC ALUMINUM DISK SET IN CONCRETE WITH A 8 INCH COLLAR FLUSH
 DX5437'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0366 ***********************************************************************
 DY0366  DESIGNATION -  430 C OF LB
 DY0366  PID         -  DY0366
 DY0366  STATE/COUNTY-  CA/LOS ANGELES
 DY0366  USGS QUAD   -  LONG BEACH (1981)
 DY0366
 DY0366                         *CURRENT SURVEY CONTROL
 DY0366  ___________________________________________________________________
 DY0366* NAD 83(1986)-  33 49 56.     (N)    118 10 03.     (W)     SCALED    
 DY0366* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 DY0366  ___________________________________________________________________
 DY0366  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0366
 DY0366.The horizontal coordinates were scaled from a topographic map and have
 DY0366.an estimated accuracy of +/- 6 seconds.
 DY0366
 DY0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0366.The vertical order pertains to the NGVD 29 superseded value.
 DY0366
 DY0366.The geoid height was determined by GEOID03.
 DY0366
 DY0366;                    North         East    Units  Estimated Accuracy
 DY0366;SPC CA 5     -   536,870.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0366
 DY0366                          SUPERSEDED SURVEY CONTROL
 DY0366
 DY0366  NGVD 29 (??/??/92)   20.468  (m)           67.15   (f) ADJ UNCH    1 2
 DY0366
 DY0366.Superseded values are not recommended for survey control.
 DY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0366.See file dsdata.txt to determine how the superseded data were derived.
 DY0366
 DY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919441(NAD 83)
 DY0366_MARKER: B = BOLT
 DY0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0366+STABILITY: SURFACE MOTION
 DY0366
 DY0366  HISTORY     - Date     Condition        Report By
 DY0366  HISTORY     - UNK      MONUMENTED       CA1970
 DY0366  HISTORY     - 1958     GOOD             NGS
 DY0366  HISTORY     - 1971     GOOD             NGS
 DY0366
 DY0366                          STATION DESCRIPTION
 DY0366
 DY0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DY0366'AT LONG BEACH.
 DY0366'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF CHERRY
 DY0366'AVENUE AND MARSHALL PLACE, 31.9 FEET NORTH OF THE NORTH CURB
 DY0366'OF MARSHALL PLACE, 2.3 FEET WEST OF THE WEST CURB OF CHERRY
 DY0366'AVENUE, AND 41.4 FEET SOUTH OF POWER POLE 263997 E.  A COPPER
 DY0366'BOLT, SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES UNDER
 DY0366'GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH IRON PIPE WITH A
 DY0366'FLAT IRON COVER.
 DY0366
 DY0366                          STATION RECOVERY (1971)
 DY0366
 DY0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DY0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0097 ***********************************************************************
 KT0097  DESIGNATION -  430 USGS
 KT0097  PID         -  KT0097
 KT0097  STATE/COUNTY-  CA/GLENN
 KT0097  USGS QUAD   -  BLACK BUTTE DAM (1973)
 KT0097
 KT0097                         *CURRENT SURVEY CONTROL
 KT0097  ___________________________________________________________________
 KT0097* NAD 83(1986)-  39 47 32.     (N)    122 22 00.     (W)     SCALED    
 KT0097* NAVD 88     -       132.29   (+/-2cm)     434.0    (feet)  VERTCON   
 KT0097  ___________________________________________________________________
 KT0097  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 KT0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0097
 KT0097.The horizontal coordinates were scaled from a topographic map and have
 KT0097.an estimated accuracy of +/- 6 seconds.
 KT0097
 KT0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0097.The vertical order pertains to the NGVD 29 superseded value.
 KT0097
 KT0097.The geoid height was determined by GEOID03.
 KT0097
 KT0097;                    North         East    Units  Estimated Accuracy
 KT0097;SPC CA 2     -   736,020.    1,968,600.      MT  (+/- 180 meters Scaled)
 KT0097
 KT0097                          SUPERSEDED SURVEY CONTROL
 KT0097
 KT0097  NGVD 29 (??/??/92)  131.492  (m)          431.40   (f) ADJ UNCH    2 0
 KT0097
 KT0097.Superseded values are not recommended for survey control.
 KT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0097.See file dsdata.txt to determine how the superseded data were derived.
 KT0097
 KT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK542048(NAD 83)
 KT0097_MARKER: Q = CHISELED SQUARE
 KT0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0097_SP_SET: CULVERT
 KT0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0097
 KT0097  HISTORY     - Date     Condition        Report By
 KT0097  HISTORY     - UNK      MONUMENTED       USGS
 KT0097  HISTORY     - 1942     GOOD             NGS
 KT0097
 KT0097                          STATION DESCRIPTION
 KT0097
 KT0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0097'16.7 MI S FROM HENLEYVILLE.
 KT0097'IN GLENN COUNTY, 16.7 MILES SOUTH ALONG A ROAD AND A TRAIL FROM
 KT0097'HENLEYVILLE, TEHAMA COUNTY, ABOUT 300 FEET NORTH OF A RANCH HOUSE,
 KT0097'ON THE NEWVILLE-ORLAND ROAD, AT A CONCRETE CULVERT UNDER THE ROAD,
 KT0097'ON THE TOP OF THE NORTHEAST WING WALL, AND NEAR A WHITE WOODEN
 KT0097'WITNESS POST.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1100 ***********************************************************************
 FU1100  DESIGNATION -  430+39.26 CAHD
 FU1100  PID         -  FU1100
 FU1100  STATE/COUNTY-  CA/TULARE
 FU1100  USGS QUAD   -  PIXLEY (1969)
 FU1100
 FU1100                         *CURRENT SURVEY CONTROL
 FU1100  ___________________________________________________________________
 FU1100* NAD 83(1986)-  35 54 16.     (N)    119 16 43.     (W)     SCALED    
 FU1100* NAVD 88     -        81.58   (+/-2cm)     267.7    (feet)  VERTCON   
 FU1100  ___________________________________________________________________
 FU1100  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 FU1100  VERT ORDER  -  THIRD (See Below)
 FU1100
 FU1100.The horizontal coordinates were scaled from a topographic map and have
 FU1100.an estimated accuracy of +/- 6 seconds.
 FU1100
 FU1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1100.The vertical order pertains to the NGVD 29 superseded value.
 FU1100
 FU1100.The geoid height was determined by GEOID03.
 FU1100
 FU1100;                    North         East    Units  Estimated Accuracy
 FU1100;SPC CA 4     -   563,410.    1,974,850.      MT  (+/- 180 meters Scaled)
 FU1100
 FU1100                          SUPERSEDED SURVEY CONTROL
 FU1100
 FU1100  NGVD 29 (??/??/??)   80.77   (m)          265.0    (f) RESET       3  
 FU1100
 FU1100.Superseded values are not recommended for survey control.
 FU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1100.See file dsdata.txt to determine how the superseded data were derived.
 FU1100
 FU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV943757(NAD 83)
 FU1100_MARKER: DB = BENCH MARK DISK
 FU1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1100_STAMPING: 430+39.26 B C
 FU1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1100+STABILITY: SURFACE MOTION
 FU1100
 FU1100  HISTORY     - Date     Condition        Report By
 FU1100  HISTORY     - UNK      MONUMENTED       CADH
 FU1100  HISTORY     - 1957     GOOD             NGS
 FU1100  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU1100
 FU1100                          STATION DESCRIPTION
 FU1100
 FU1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1100'1.4 MI N FROM EARLIMART.
 FU1100'1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU1100'THE STATION AT EARLIMART, IN R25E T23S S21, BETWEEN THE EAST AND
 FU1100'WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 1 1/2 TELEPHONE POLES
 FU1100'SOUTH OF AND ACROSS THE WEST LANES OF THE HIGHWAY FROM MILEPOLE
 FU1100'271, 227.1 FEET SOUTH OF THE SOUTH END OF THE WEST CONCRETE
 FU1100'HEAD WALL OF 24-INCH CORRUGATED METAL PIPE CULVERT A-432+70 UNDER
 FU1100'THE EAST LANES OF THE HIGHWAY, 53 FEET EAST OF THE CENTER LINE
 FU1100'OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER
 FU1100'LINE OF THE EAST LANES OF THE HIGHWAY, 1.4 FEET SOUTH OF A STEEL
 FU1100'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE EAST LANES OF THE
 FU1100'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 FU1100'UNDERGROUND.
 FU1100
 FU1100                          STATION RECOVERY (1969)
 FU1100
 FU1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0886 ***********************************************************************
 DB0886  DESIGNATION -  4303 2 A IID
 DB0886  PID         -  DB0886
 DB0886  STATE/COUNTY-  CA/IMPERIAL
 DB0886  USGS QUAD   -  BRAWLEY (1979)
 DB0886
 DB0886                         *CURRENT SURVEY CONTROL
 DB0886  ___________________________________________________________________
 DB0886* NAD 83(1986)-  32 57 49.     (N)    115 37 28.     (W)     SCALED    
 DB0886* NAVD 88     -       -27.58   (+/-2cm)     -90.5    (feet)  VERTCON   
 DB0886  ___________________________________________________________________
 DB0886  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DB0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0886
 DB0886.The horizontal coordinates were scaled from a topographic map and have
 DB0886.an estimated accuracy of +/- 6 seconds.
 DB0886
 DB0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0886.The vertical order pertains to the NGVD 29 superseded value.
 DB0886
 DB0886.The geoid height was determined by GEOID03.
 DB0886
 DB0886;                    North         East    Units  Estimated Accuracy
 DB0886;SPC CA 6     -   588,560.    2,058,480.      MT  (+/- 180 meters Scaled)
 DB0886
 DB0886                          SUPERSEDED SURVEY CONTROL
 DB0886
 DB0886  NGVD 29 (??/??/??)  -28.242  (m)          -92.66   (f) ADJUSTED    2 0
 DB0886
 DB0886.Superseded values are not recommended for survey control.
 DB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0886.See file dsdata.txt to determine how the superseded data were derived.
 DB0886
 DB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS285480(NAD 83)
 DB0886_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0886_SP_SET: CANAL
 DB0886_STAMPING: 4303-2A
 DB0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0886
 DB0886  HISTORY     - Date     Condition        Report By
 DB0886  HISTORY     - UNK      MONUMENTED       IID
 DB0886  HISTORY     - 1967     GOOD             NGS
 DB0886
 DB0886                          STATION DESCRIPTION
 DB0886
 DB0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0886'5.1 MI S FROM WESTMORELAND.
 DB0886'5.1 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0886'FROM THE POST OFFICE IN WESTMORELAND TO AN INTERSECTION AND
 DB0886'THE MARK ON THE RIGHT.  IT IS SET IN A DRILL HOLE IN THE CURVE
 DB0886'OF THE EAST CONCRETE HEAD WALL OF THE IRRIGATION CANAL, 53 FEET
 DB0886'NORTH OF JOHNSON ROAD, 50 FEET WEST OF FORRESTER ROAD AND 3 FEET
 DB0886'SOUTH OF THE MAIN GATE AT LATERALS 3 AND 4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0713 ***********************************************************************
 KT0713  DESIGNATION -  4305.8 USGS
 KT0713  PID         -  KT0713
 KT0713  STATE/COUNTY-  CA/TEHAMA
 KT0713  USGS QUAD   -  HALL RIDGE (1973)
 KT0713
 KT0713                         *CURRENT SURVEY CONTROL
 KT0713  ___________________________________________________________________
 KT0713* NAD 83(1986)-  39 48 46.     (N)    122 41 06.     (W)     SCALED    
 KT0713* NAVD 88     -      1314.23   (+/-2cm)    4311.8    (feet)  VERTCON   
 KT0713  ___________________________________________________________________
 KT0713  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 KT0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0713
 KT0713.The horizontal coordinates were scaled from a topographic map and have
 KT0713.an estimated accuracy of +/- 6 seconds.
 KT0713
 KT0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0713.The vertical order pertains to the NGVD 29 superseded value.
 KT0713
 KT0713.The geoid height was determined by GEOID03.
 KT0713
 KT0713;                    North         East    Units  Estimated Accuracy
 KT0713;SPC CA 1     -   553,470.    1,941,340.      MT  (+/- 180 meters Scaled)
 KT0713
 KT0713                          SUPERSEDED SURVEY CONTROL
 KT0713
 KT0713  NGVD 29 (??/??/92) 1313.284  (m)         4308.67   (f) ADJ UNCH    2 0
 KT0713
 KT0713.Superseded values are not recommended for survey control.
 KT0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0713.See file dsdata.txt to determine how the superseded data were derived.
 KT0713
 KT0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK269070(NAD 83)
 KT0713_MARKER: N = NAIL
 KT0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0713_SP_SET: TREE
 KT0713_STAMPING: USGS BM
 KT0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0713
 KT0713  HISTORY     - Date     Condition        Report By
 KT0713  HISTORY     - UNK      MONUMENTED       USGS
 KT0713  HISTORY     - 1940     GOOD             NGS
 KT0713
 KT0713                          STATION DESCRIPTION
 KT0713
 KT0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0713'13.8 MI SW FROM PASKENTA.
 KT0713'LOCATED 13.85 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0713'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-BOS RIOS ROAD, AND
 KT0713'IN THE MENDOCINO NATL., FOREST-- 75 FEET WEST OF U.S.G.S. B-9 1932
 KT0713'AND IN THE BASE OF 36 IN CEDAR TREE, COPPER NAIL AND WASHER-- TREE
 KT0713'PAINTED R.P.  NOTE-- THIS IS A R.P. TO USGS B-9 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0289 ***********************************************************************
 GS0289  DESIGNATION -  4307
 GS0289  PID         -  GS0289
 GS0289  STATE/COUNTY-  CA/INYO
 GS0289  USGS QUAD   -  DAYLIGHT PASS (1988)
 GS0289
 GS0289                         *CURRENT SURVEY CONTROL
 GS0289  ___________________________________________________________________
 GS0289* NAD 83(1986)-  36 47 21.     (N)    116 55 55.     (W)     SCALED    
 GS0289* NAVD 88     -      1316.593  (meters)    4319.52   (feet)  ADJUSTED  
 GS0289  ___________________________________________________________________
 GS0289  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 GS0289  DYNAMIC HT  -        1315.194 (meters)    4314.93  (feet)  COMP
 GS0289  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 GS0289
 GS0289  VERT ORDER  -  FIRST     CLASS II
 GS0289
 GS0289.The horizontal coordinates were scaled from a topographic map and have
 GS0289.an estimated accuracy of +/- 6 seconds.
 GS0289
 GS0289.The orthometric height was determined by differential leveling
 GS0289.and adjusted in June 1991.
 GS0289
 GS0289.The geoid height was determined by GEOID03.
 GS0289
 GS0289.The dynamic height is computed by dividing the NAVD 88
 GS0289.geopotential number by the normal gravity value computed on the
 GS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0289.degrees latitude (g = 980.6199 gals.).
 GS0289
 GS0289.The modeled gravity was interpolated from observed gravity values.
 GS0289
 GS0289;                    North         East    Units  Estimated Accuracy
 GS0289;SPC CA 4     -   663,530.    2,184,560.      MT  (+/- 180 meters Scaled)
 GS0289
 GS0289                          SUPERSEDED SURVEY CONTROL
 GS0289
 GS0289  NGVD 29 (??/??/??) 1315.650  (m)         4316.43   (f) ADJUSTED    1 2
 GS0289
 GS0289.Superseded values are not recommended for survey control.
 GS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0289.See file dsdata.txt to determine how the superseded data were derived.
 GS0289
 GS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA060714(NAD 83)
 GS0289_MARKER: P = PIPE CAP
 GS0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0289_STAMPING: 4307
 GS0289_MARK LOGO: USGS  
 GS0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0289
 GS0289  HISTORY     - Date     Condition        Report By
 GS0289  HISTORY     - 1907     MONUMENTED       USGS
 GS0289  HISTORY     - 1935     GOOD             NGS
 GS0289  HISTORY     - 1983     POOR             NGS
 GS0289
 GS0289                          STATION DESCRIPTION
 GS0289
 GS0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GS0289'9.1 MI SW FROM BULLFROG.
 GS0289'IN INYO COUNTY, CALIFORNIA, 9.1 MILES SOUTHWEST ALONG THE
 GS0289'DEATH VALLEY ROAD FROM BULLFROG, NYE COUNTY, NEVADA, AT THE
 GS0289'SUMMIT OF DAYLIGHT PASS, ABOUT 300 FEET WEST OF THE
 GS0289'CALIFORNIA-NEVADA STATE LINE, AND ABOUT 100 FEET NORTH OF THE
 GS0289'CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 GS0289'STANDARD CAP, STAMPED 4307 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0289'IRON PIPE SET IN CONCRETE.
 GS0289
 GS0289                          STATION RECOVERY (1983)
 GS0289
 GS0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GS0289'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5438 ***********************************************************************
 DX5438  DESIGNATION -  431
 DX5438  PID         -  DX5438
 DX5438  STATE/COUNTY-  CA/RIVERSIDE
 DX5438  USGS QUAD   -  PERRIS (1993)
 DX5438
 DX5438                         *CURRENT SURVEY CONTROL
 DX5438  ___________________________________________________________________
 DX5438* NAD 83(1986)-  33 49 49.     (N)    117 12 46.     (W)     SCALED    
 DX5438* NAVD 88     -       439.432  (meters)    1441.70   (feet)  ADJUSTED  
 DX5438  ___________________________________________________________________
 DX5438  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DX5438  DYNAMIC HT  -         438.936 (meters)    1440.08  (feet)  COMP
 DX5438  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DX5438
 DX5438  VERT ORDER  -  FIRST     CLASS II
 DX5438
 DX5438.The horizontal coordinates were scaled from a topographic map and have
 DX5438.an estimated accuracy of +/- 6 seconds.
 DX5438
 DX5438.The orthometric height was determined by differential leveling
 DX5438.and adjusted in January 1993.
 DX5438
 DX5438.The geoid height was determined by GEOID03.
 DX5438
 DX5438.The dynamic height is computed by dividing the NAVD 88
 DX5438.geopotential number by the normal gravity value computed on the
 DX5438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5438.degrees latitude (g = 980.6199 gals.).
 DX5438
 DX5438.The modeled gravity was interpolated from observed gravity values.
 DX5438
 DX5438;                    North         East    Units  Estimated Accuracy
 DX5438;SPC CA 6     -   684,910.    1,910,880.      MT  (+/- 180 meters Scaled)
 DX5438
 DX5438                          SUPERSEDED SURVEY CONTROL
 DX5438
 DX5438.No superseded survey control is available for this station.
 DX5438
 DX5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT803433(NAD 83)
 DX5438_MARKER: A = ALUMINUM MARKER
 DX5438_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5438_SP_SET: CONCRETE BASE STEEL POWER POLE
 DX5438_STAMPING: BM 431
 DX5438_MARK LOGO: MWDSC 
 DX5438_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5438+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5438
 DX5438  HISTORY     - Date     Condition        Report By
 DX5438  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5438
 DX5438                          STATION DESCRIPTION
 DX5438
 DX5438'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5438'PERRIS, AT THE NORTHEAST CORNER OF RIDER ST AND WILSON AVE, 57 FEET
 DX5438'(17.4 M) EAST OF CENTERLINE OF WILSON PRODUCED AND 35.2 FEET
 DX5438'(10.7 M) NORTH OF RIDER ST, A 4 FOOT (1.2 M) DIAMETER CONCRETE BASE
 DX5438'OF A STEEL EDISON POWER POLE . A 3-1/4 INCH STANDARD MWDSC ALUMINUM
 DX5438'DISK SET ON SOUTHSIDE FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0888 ***********************************************************************
 DB0888  DESIGNATION -  4310 3 A IID
 DB0888  PID         -  DB0888
 DB0888  STATE/COUNTY-  CA/IMPERIAL
 DB0888  USGS QUAD   -  BRAWLEY (1979)
 DB0888
 DB0888                         *CURRENT SURVEY CONTROL
 DB0888  ___________________________________________________________________
 DB0888* NAD 83(1986)-  32 56 39.     (N)    115 37 18.     (W)     SCALED    
 DB0888* NAVD 88     -       -23.32   (+/-2cm)     -76.5    (feet)  VERTCON   
 DB0888  ___________________________________________________________________
 DB0888  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DB0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0888
 DB0888.The horizontal coordinates were scaled from a topographic map and have
 DB0888.an estimated accuracy of +/- 6 seconds.
 DB0888
 DB0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0888.The vertical order pertains to the NGVD 29 superseded value.
 DB0888
 DB0888.The geoid height was determined by GEOID03.
 DB0888
 DB0888;                    North         East    Units  Estimated Accuracy
 DB0888;SPC CA 6     -   586,400.    2,058,760.      MT  (+/- 180 meters Scaled)
 DB0888
 DB0888                          SUPERSEDED SURVEY CONTROL
 DB0888
 DB0888  NGVD 29 (??/??/??)  -23.979  (m)          -78.67   (f) ADJUSTED    2 0
 DB0888
 DB0888.Superseded values are not recommended for survey control.
 DB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0888.See file dsdata.txt to determine how the superseded data were derived.
 DB0888
 DB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS288459(NAD 83)
 DB0888_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0888_SP_SET: CANAL
 DB0888_STAMPING: 4310-3A
 DB0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0888
 DB0888  HISTORY     - Date     Condition        Report By
 DB0888  HISTORY     - UNK      MONUMENTED       IID
 DB0888  HISTORY     - 1967     GOOD             NGS
 DB0888
 DB0888                          STATION DESCRIPTION
 DB0888
 DB0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0888'6.6 MI S FROM WESTMORELAND.
 DB0888'6.65 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0888'FROM THE POST OFFICE IN WESTMORELAND TO THE MARK ON THE LEFT.
 DB0888'IT IS SET IN A DRILL HOLE IN THE CURVE OF THE WEST CONCRETE
 DB0888'HEAD WALL OF A CONCRETE IRRIGATION CANAL, 58 1/2 FEET NORTH
 DB0888'OF THE CENTER OF DONOVAN ROAD, 47 1/2 FEET EAST OF FORRESTER
 DB0888'ROAD AND 3 FEET SOUTH OF THE MAIN GATE AT LATERAL 57.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0889 ***********************************************************************
 DB0889  DESIGNATION -  4315 2 IID
 DB0889  PID         -  DB0889
 DB0889  STATE/COUNTY-  CA/IMPERIAL
 DB0889  USGS QUAD   -  BRAWLEY (1979)
 DB0889
 DB0889                         *CURRENT SURVEY CONTROL
 DB0889  ___________________________________________________________________
 DB0889* NAD 83(1986)-  32 56 07.     (N)    115 37 18.     (W)     SCALED    
 DB0889* NAVD 88     -       -21.769  (meters)     -71.42   (feet)  READJUSTED
 DB0889  ___________________________________________________________________
 DB0889  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0889  DYNAMIC HT  -         -21.740 (meters)     -71.33  (feet)  COMP
 DB0889  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 DB0889
 DB0889  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0889
 DB0889.The horizontal coordinates were scaled from a topographic map and have
 DB0889.an estimated accuracy of +/- 6 seconds.
 DB0889
 DB0889.The orthometric height was determined by differential leveling
 DB0889.and adjusted in January 1995.
 DB0889.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0889.distribution rate of 2.1 thru 3.0 mm/km.
 DB0889.The height was derived from older observations constrained to new
 DB0889.heights in a crustal motion area.  The height is approximate in
 DB0889.relation to other heights in its vicinity.
 DB0889
 DB0889.The geoid height was determined by GEOID03.
 DB0889
 DB0889.The dynamic height is computed by dividing the NAVD 88
 DB0889.geopotential number by the normal gravity value computed on the
 DB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0889.degrees latitude (g = 980.6199 gals.).
 DB0889
 DB0889.The modeled gravity was interpolated from observed gravity values.
 DB0889
 DB0889;                    North         East    Units  Estimated Accuracy
 DB0889;SPC CA 6     -   585,420.    2,058,760.      MT  (+/- 180 meters Scaled)
 DB0889
 DB0889                          SUPERSEDED SURVEY CONTROL
 DB0889
 DB0889  NGVD 29 (??/??/??)  -22.434  (m)          -73.60   (f) ADJUSTED    1 2
 DB0889
 DB0889.Superseded values are not recommended for survey control.
 DB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0889.See file dsdata.txt to determine how the superseded data were derived.
 DB0889
 DB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS288449(NAD 83)
 DB0889_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0889_SP_SET: CANAL
 DB0889_STAMPING: 4315-2
 DB0889_MARK LOGO: IID   
 DB0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0889
 DB0889  HISTORY     - Date     Condition        Report By
 DB0889  HISTORY     - UNK      MONUMENTED       IID
 DB0889  HISTORY     - 1967     GOOD             NGS
 DB0889  HISTORY     - 1972     GOOD             CA-025
 DB0889  HISTORY     - 1977     GOOD             IID
 DB0889  HISTORY     - 1981     GOOD             NGS
 DB0889
 DB0889                          STATION DESCRIPTION
 DB0889
 DB0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0889'7.2 MI S FROM WESTMORELAND.
 DB0889'7.15 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0889'FROM THE POST OFFICE IN WESTMORELAND TO AN INTERSECTION AND
 DB0889'THE MARK ON THE LEFT.  IT IS SET IN A DRILL HOLE IN THE CURVE
 DB0889'OF THE WEST CONCRETE HEAD WALL OF A CONCRETE IRRIGATION CANAL,
 DB0889'57 1/2 FEET NORTH OF CARTER ROAD, 55 1/2 FEET EAST OF FORRESTER
 DB0889'ROAD AND 3 FEET SOUTH OF THE MAIN GATE AT LATERAL 56 AND SUMAC
 DB0889'4 HDG.
 DB0889
 DB0889                          STATION RECOVERY (1972)
 DB0889
 DB0889'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1972
 DB0889'RECOVERED IN GOOD CONDITION.
 DB0889
 DB0889                          STATION RECOVERY (1977)
 DB0889
 DB0889'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0889'RECOVERED IN GOOD CONDITION.
 DB0889
 DB0889                          STATION RECOVERY (1981)
 DB0889
 DB0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0969 ***********************************************************************
 DB0969  DESIGNATION -  4317 3 IID
 DB0969  PID         -  DB0969
 DB0969  STATE/COUNTY-  CA/IMPERIAL
 DB0969  USGS QUAD   -  BRAWLEY NW (1979)
 DB0969
 DB0969                         *CURRENT SURVEY CONTROL
 DB0969  ___________________________________________________________________
 DB0969* NAD 83(1986)-  32 55 30.     (N)    115 39 01.     (W)     SCALED    
 DB0969* NAVD 88     -       -17.82   (+/-2cm)     -58.5    (feet)  VERTCON   
 DB0969  ___________________________________________________________________
 DB0969  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DB0969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0969
 DB0969.The horizontal coordinates were scaled from a topographic map and have
 DB0969.an estimated accuracy of +/- 6 seconds.
 DB0969
 DB0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0969.The vertical order pertains to the NGVD 29 superseded value.
 DB0969
 DB0969.The geoid height was determined by GEOID03.
 DB0969
 DB0969;                    North         East    Units  Estimated Accuracy
 DB0969;SPC CA 6     -   584,260.    2,056,090.      MT  (+/- 180 meters Scaled)
 DB0969
 DB0969                          SUPERSEDED SURVEY CONTROL
 DB0969
 DB0969  NGVD 29 (??/??/??)  -18.513  (m)          -60.74   (f) ADJUSTED    2 0
 DB0969
 DB0969.Superseded values are not recommended for survey control.
 DB0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0969.See file dsdata.txt to determine how the superseded data were derived.
 DB0969
 DB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS261437(NAD 83)
 DB0969_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DB0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0969_SP_SET: CANAL
 DB0969_STAMPING: 4317-3
 DB0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0969
 DB0969  HISTORY     - Date     Condition        Report By
 DB0969  HISTORY     - UNK      MONUMENTED       IID
 DB0969  HISTORY     - 1967     GOOD             NGS
 DB0969
 DB0969                          STATION DESCRIPTION
 DB0969
 DB0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DB0969'9.4 MI S FROM WESTMORELAND.
 DB0969'7.75 MILES SOUTH ALONG SOUTH CENTER STREET AND FORRESTER ROAD
 DB0969'FROM THE POST OFFICE IN WESTMORELAND, THENCE 1.7 MILES WEST
 DB0969'ALONG IMLER ROAD TO THE MARK ON THE RIGHT AT A CANAL CROSSING.
 DB0969'IT IS SET IN A DRILL HOLE IN THE EAST HEAD WALL OF THE CONCRETE
 DB0969'IRRIGATION CANAL, 54 PACES NORTH OF IMLER ROAD 3 FEET SOUTH
 DB0969'OF THE MAIN GATE AND 6 1/2 FEET WEST OF THE EAST END OF THE SOUTH
 DB0969'HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5439 ***********************************************************************
 DX5439  DESIGNATION -  432
 DX5439  PID         -  DX5439
 DX5439  STATE/COUNTY-  CA/RIVERSIDE
 DX5439  USGS QUAD   -  PERRIS (1993)
 DX5439
 DX5439                         *CURRENT SURVEY CONTROL
 DX5439  ___________________________________________________________________
 DX5439* NAD 83(1986)-  33 49 47.     (N)    117 13 34.     (W)     SCALED    
 DX5439* NAVD 88     -       443.517  (meters)    1455.11   (feet)  ADJUSTED  
 DX5439  ___________________________________________________________________
 DX5439  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX5439  DYNAMIC HT  -         443.017 (meters)    1453.46  (feet)  COMP
 DX5439  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 DX5439
 DX5439  VERT ORDER  -  FIRST     CLASS II
 DX5439
 DX5439.The horizontal coordinates were scaled from a topographic map and have
 DX5439.an estimated accuracy of +/- 6 seconds.
 DX5439
 DX5439.The orthometric height was determined by differential leveling
 DX5439.and adjusted in January 1993.
 DX5439
 DX5439.The geoid height was determined by GEOID03.
 DX5439
 DX5439.The dynamic height is computed by dividing the NAVD 88
 DX5439.geopotential number by the normal gravity value computed on the
 DX5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5439.degrees latitude (g = 980.6199 gals.).
 DX5439
 DX5439.The modeled gravity was interpolated from observed gravity values.
 DX5439
 DX5439;                    North         East    Units  Estimated Accuracy
 DX5439;SPC CA 6     -   684,860.    1,909,650.      MT  (+/- 180 meters Scaled)
 DX5439
 DX5439                          SUPERSEDED SURVEY CONTROL
 DX5439
 DX5439.No superseded survey control is available for this station.
 DX5439
 DX5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT790432(NAD 83)
 DX5439_MARKER: A = ALUMINUM MARKER
 DX5439_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5439_SP_SET: STEEL TRAFFIC LIGHT BASE
 DX5439_STAMPING: BM 432
 DX5439_MARK LOGO: MWDSC 
 DX5439_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5439+STABILITY: SURFACE MOTION
 DX5439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5439+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5439
 DX5439  HISTORY     - Date     Condition        Report By
 DX5439  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5439
 DX5439                          STATION DESCRIPTION
 DX5439
 DX5439'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5439'PERRIS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PERRIS BL AND
 DX5439'RIDER ST, AT THE BASE OF A STEEL TRAFFIC SIGNAL LIGHT, A 3.5 FOOT
 DX5439'(1.1 M) BY 2.7 FOOT (0.8 M) CONCRETE BASE . A 3-1/4 INCH STANDARD
 DX5439'MWDSC ALUMINUM DISK SET ON EASTSIDE FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0367 ***********************************************************************
 DY0367  DESIGNATION -  432 C OF LB
 DY0367  PID         -  DY0367
 DY0367  STATE/COUNTY-  CA/LOS ANGELES
 DY0367  USGS QUAD   -  LONG BEACH (1981)
 DY0367
 DY0367                         *CURRENT SURVEY CONTROL
 DY0367  ___________________________________________________________________
 DY0367* NAD 83(1986)-  33 50 29.     (N)    118 10 02.     (W)     SCALED    
 DY0367* NAVD 88     -        21.56   (+/-2cm)      70.7    (feet)  VERTCON   
 DY0367  ___________________________________________________________________
 DY0367  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0367  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0367
 DY0367.The horizontal coordinates were scaled from a topographic map and have
 DY0367.an estimated accuracy of +/- 6 seconds.
 DY0367
 DY0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0367.The vertical order pertains to the NGVD 29 superseded value.
 DY0367
 DY0367.The geoid height was determined by GEOID03.
 DY0367
 DY0367;                    North         East    Units  Estimated Accuracy
 DY0367;SPC CA 5     -   537,880.    1,984,520.      MT  (+/- 180 meters Scaled)
 DY0367
 DY0367                          SUPERSEDED SURVEY CONTROL
 DY0367
 DY0367  NGVD 29 (??/??/92)   20.807  (m)           68.26   (f) ADJ UNCH    1 2
 DY0367
 DY0367.Superseded values are not recommended for survey control.
 DY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0367.See file dsdata.txt to determine how the superseded data were derived.
 DY0367
 DY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT920451(NAD 83)
 DY0367_MARKER: DD = SURVEY DISK
 DY0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0367_STAMPING: LB BM NO 432
 DY0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0367+STABILITY: SURFACE MOTION
 DY0367
 DY0367  HISTORY     - Date     Condition        Report By
 DY0367  HISTORY     - UNK      MONUMENTED       CA1970
 DY0367  HISTORY     - 1958     GOOD             NGS
 DY0367  HISTORY     - 1964     MARK NOT FOUND   USGS
 DY0367
 DY0367                          STATION DESCRIPTION
 DY0367
 DY0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DY0367'1 MI N FROM LONG BEACH.
 DY0367'1.0 MILE NORTH ALONG CHERRY AVENUE FROM THE INTERSECTION OF BIXBY
 DY0367'ROAD AT LONG BEACH, LOS ANGELES COUNTY, ABOUT 1800 FEET SOUTH
 DY0367'OF THE INTERSECTION OF SAN ANTONIO DRIVE, 21.4 FEET SOUTH OF POWER
 DY0367'POLE 264119 E, AND 33.3 FEET WEST OF THE CENTERLINE OF CHERRY
 DY0367'AVENUE.  A CITY OF LONG BEACH STANDARD DISK, STAMPED LB BM NO 432
 DY0367'AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND,
 DY0367'ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE WITH A COVER
 DY0367'MARKED LB BM.
 DY0367
 DY0367                          STATION RECOVERY (1964)
 DY0367
 DY0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0355 ***********************************************************************
 DC0355  DESIGNATION -  432 USGS
 DC0355  PID         -  DC0355
 DC0355  STATE/COUNTY-  CA/SAN DIEGO
 DC0355  USGS QUAD   -  JAMUL MOUNTAINS (1994)
 DC0355
 DC0355                         *CURRENT SURVEY CONTROL
 DC0355  ___________________________________________________________________
 DC0355* NAD 83(1986)-  32 43 38.     (N)    116 55 29.     (W)     SCALED    
 DC0355* NAVD 88     -       132.30   (+/-2cm)     434.1    (feet)  VERTCON   
 DC0355  ___________________________________________________________________
 DC0355  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DC0355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0355
 DC0355.The horizontal coordinates were scaled from a topographic map and have
 DC0355.an estimated accuracy of +/- 6 seconds.
 DC0355
 DC0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0355.The vertical order pertains to the NGVD 29 superseded value.
 DC0355
 DC0355.The geoid height was determined by GEOID03.
 DC0355
 DC0355;                    North         East    Units  Estimated Accuracy
 DC0355;SPC CA 6     -   562,370.    1,936,750.      MT  (+/- 180 meters Scaled)
 DC0355
 DC0355                          SUPERSEDED SURVEY CONTROL
 DC0355
 DC0355  NGVD 29 (??/??/??)  131.641  (m)          431.89   (f) ADJUSTED    2 0
 DC0355
 DC0355.Superseded values are not recommended for survey control.
 DC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0355.See file dsdata.txt to determine how the superseded data were derived.
 DC0355
 DC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS070210(NAD 83)
 DC0355_MARKER: Q = CHISELED SQUARE
 DC0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0355_SP_SET: CULVERT
 DC0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0355
 DC0355  HISTORY     - Date     Condition        Report By
 DC0355  HISTORY     - UNK      MONUMENTED       USGS
 DC0355  HISTORY     - 1955     GOOD             NGS
 DC0355
 DC0355                          STATION DESCRIPTION
 DC0355
 DC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0355'1.5 MI SE FROM JAMACHA JUNCTION.
 DC0355'1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 94 FROM THE JUNCTION
 DC0355'OF JAMACHA ROAD AT JAMACHA JUNCTION, AT THE ENTRANCE TO E.A.
 DC0355'SEGER RESIDENCE, AT 2- BY 5-FOOT CONCRETE BOX CULVERT 11.05, ON
 DC0355'THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL, 14.7
 DC0355'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 DC0355'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1556 ***********************************************************************
 EW1556  DESIGNATION -  432.747 C OF LA
 EW1556  PID         -  EW1556
 EW1556  STATE/COUNTY-  CA/LOS ANGELES
 EW1556  USGS QUAD   -  HOLLYWOOD (1994)
 EW1556
 EW1556                         *CURRENT SURVEY CONTROL
 EW1556  ___________________________________________________________________
 EW1556* NAD 83(1986)-  34 06 17.     (N)    118 18 33.     (W)     SCALED    
 EW1556* NAVD 88     -       132.70   (+/-2cm)     435.4    (feet)  VERTCON   
 EW1556  ___________________________________________________________________
 EW1556  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW1556  VERT ORDER  -  THIRD (See Below)
 EW1556
 EW1556.The horizontal coordinates were scaled from a topographic map and have
 EW1556.an estimated accuracy of +/- 6 seconds.
 EW1556
 EW1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1556.The vertical order pertains to the NGVD 29 superseded value.
 EW1556
 EW1556.The geoid height was determined by GEOID03.
 EW1556
 EW1556;                    North         East    Units  Estimated Accuracy
 EW1556;SPC CA 5     -   567,120.    1,971,470.      MT  (+/- 180 meters Scaled)
 EW1556
 EW1556                          SUPERSEDED SURVEY CONTROL
 EW1556
 EW1556  NGVD 29 (??/??/??)  131.91   (m)          432.8    (f) RESET       3  
 EW1556
 EW1556.Superseded values are not recommended for survey control.
 EW1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1556.See file dsdata.txt to determine how the superseded data were derived.
 EW1556
 EW1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792745(NAD 83)
 EW1556_MARKER: S = SPIKE
 EW1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1556_SP_SET: CATCH BASIN
 EW1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1556
 EW1556  HISTORY     - Date     Condition        Report By
 EW1556  HISTORY     - UNK      MONUMENTED       CA1980
 EW1556  HISTORY     - 1945     GOOD             NGS
 EW1556  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1556
 EW1556                          STATION DESCRIPTION
 EW1556
 EW1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1556'AT LOS ANGELES.
 EW1556'AT LOS ANGELES AT THE INTERSECTION OF WESTERN AVENUE AND FRANKLIN
 EW1556'AVENUE, AND IS IN THE WEST CURB OF NORTH WESTERN AVENUE, 27.8
 EW1556'FEET NORTH OF THE NORTH CURBLINE OF FRANKLIN AVENUE.  SPIKE IS
 EW1556'LOCATED IN THE NORTH END OF A CATCH BASIN.  A CUT SPIKE SET IN
 EW1556'CONCRETE.
 EW1556
 EW1556                          STATION RECOVERY (1966)
 EW1556
 EW1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0894 ***********************************************************************
 DB0894  DESIGNATION -  4322 3 IID
 DB0894  PID         -  DB0894
 DB0894  STATE/COUNTY-  CA/IMPERIAL
 DB0894  USGS QUAD   -  BRAWLEY (1979)
 DB0894
 DB0894                         *CURRENT SURVEY CONTROL
 DB0894  ___________________________________________________________________
 DB0894* NAD 83(1986)-  32 54 49.     (N)    115 37 17.     (W)     SCALED    
 DB0894* NAVD 88     -       -20.266  (meters)     -66.49   (feet)  READJUSTED
 DB0894  ___________________________________________________________________
 DB0894  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DB0894  DYNAMIC HT  -         -20.240 (meters)     -66.40  (feet)  COMP
 DB0894  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 DB0894
 DB0894  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0894
 DB0894.The horizontal coordinates were scaled from a topographic map and have
 DB0894.an estimated accuracy of +/- 6 seconds.
 DB0894
 DB0894.The orthometric height was determined by differential leveling
 DB0894.and adjusted in January 1995.
 DB0894.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0894.distribution rate of 2.1 thru 3.0 mm/km.
 DB0894.The height was derived from older observations constrained to new
 DB0894.heights in a crustal motion area.  The height is approximate in
 DB0894.relation to other heights in its vicinity.
 DB0894
 DB0894.The geoid height was determined by GEOID03.
 DB0894
 DB0894.The dynamic height is computed by dividing the NAVD 88
 DB0894.geopotential number by the normal gravity value computed on the
 DB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0894.degrees latitude (g = 980.6199 gals.).
 DB0894
 DB0894.The modeled gravity was interpolated from observed gravity values.
 DB0894
 DB0894;                    North         East    Units  Estimated Accuracy
 DB0894;SPC CA 6     -   583,020.    2,058,800.      MT  (+/- 180 meters Scaled)
 DB0894
 DB0894                          SUPERSEDED SURVEY CONTROL
 DB0894
 DB0894  NGVD 29 (??/??/??)  -20.933  (m)          -68.68   (f) ADJUSTED    1 2
 DB0894
 DB0894.Superseded values are not recommended for survey control.
 DB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0894.See file dsdata.txt to determine how the superseded data were derived.
 DB0894
 DB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS289425(NAD 83)
 DB0894_MARKER: DD = SURVEY DISK
 DB0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0894_SP_SET: HEADGATE
 DB0894_STAMPING: 4322-3 1972
 DB0894_MARK LOGO: IID   
 DB0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0894
 DB0894  HISTORY     - Date     Condition        Report By
 DB0894  HISTORY     - 1972     MONUMENTED       IID
 DB0894  HISTORY     - 1972     GOOD             NGS
 DB0894  HISTORY     - 1977     GOOD             IID
 DB0894  HISTORY     - 1981     GOOD             IID
 DB0894  HISTORY     - 1981     GOOD             NGS
 DB0894
 DB0894                          STATION DESCRIPTION
 DB0894
 DB0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0894'7.7 MI NW FROM IMPERIAL.
 DB0894'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0894'IMPERIAL, TO KEYSTONE ROAD, ABOUT 3.1 MILES WEST ALONG KEYSTONE
 DB0894'ROAD TO SUMAC CANAL TO FORRESTER ROAD, ABOUT 60 FEET WEST OF
 DB0894'CENTER LINE OF FORRESTER ROAD, ABOUT 50 FEET NORTH OF CENTER
 DB0894'LINE OF KEYSTONE ROAD TO THE EAST, ABOUT 10 FEET WEST OF THE
 DB0894'CENTER LINE OF CONCRETE LINED SUMAC CANAL.  SECTION 22, T 14 S,
 DB0894'R 13 E.  NOTE-- A 2 1/2 IN BRONZE DISK SET ON THE NORTH UPSTREAM
 DB0894'(NORTHEAST CORNER) WINGWALL OF SUMAC LATERAL 3 HEADGATE.
 DB0894
 DB0894                          STATION RECOVERY (1977)
 DB0894
 DB0894'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0894'RECOVERED IN GOOD CONDITION.
 DB0894
 DB0894                          STATION RECOVERY (1981)
 DB0894
 DB0894'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0894'RECOVERED IN GOOD CONDITION.
 DB0894
 DB0894                          STATION RECOVERY (1981)
 DB0894
 DB0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0896 ***********************************************************************
 DB0896  DESIGNATION -  4322 4 IID
 DB0896  PID         -  DB0896
 DB0896  STATE/COUNTY-  CA/IMPERIAL
 DB0896  USGS QUAD   -  BRAWLEY (1979)
 DB0896
 DB0896                         *CURRENT SURVEY CONTROL
 DB0896  ___________________________________________________________________
 DB0896* NAD 83(1986)-  32 54 47.     (N)    115 36 36.     (W)     SCALED    
 DB0896* NAVD 88     -       -24.13   (+/-2cm)     -79.2    (feet)  VERTCON   
 DB0896  ___________________________________________________________________
 DB0896  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0896
 DB0896.The horizontal coordinates were scaled from a topographic map and have
 DB0896.an estimated accuracy of +/- 6 seconds.
 DB0896
 DB0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0896.The vertical order pertains to the NGVD 29 superseded value.
 DB0896
 DB0896.The geoid height was determined by GEOID03.
 DB0896
 DB0896;                    North         East    Units  Estimated Accuracy
 DB0896;SPC CA 6     -   582,960.    2,059,870.      MT  (+/- 180 meters Scaled)
 DB0896
 DB0896                          SUPERSEDED SURVEY CONTROL
 DB0896
 DB0896  NGVD 29 (??/??/??)  -24.810  (m)          -81.40   (f) ADJUSTED    2 0
 DB0896
 DB0896.Superseded values are not recommended for survey control.
 DB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0896.See file dsdata.txt to determine how the superseded data were derived.
 DB0896
 DB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS299425(NAD 83)
 DB0896_MARKER: DD = SURVEY DISK
 DB0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0896_SP_SET: DRAIN CHANNEL
 DB0896_STAMPING: 4322-4 1972
 DB0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0896
 DB0896  HISTORY     - Date     Condition        Report By
 DB0896  HISTORY     - 1972     MONUMENTED       IID
 DB0896  HISTORY     - 1972     GOOD             NGS
 DB0896  HISTORY     - 1972     MARK NOT FOUND   IID
 DB0896
 DB0896                          STATION DESCRIPTION
 DB0896
 DB0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0896'7.1 MI NW FROM IMPERIAL.
 DB0896'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86, FROM EIGHTH STREET,
 DB0896'IMPERIAL, TO KEYSTONE ROAD, ABOUT 2.5 MILES WEST ALONG KEYSTONE
 DB0896'ROAD, NEAR TOP OF HILL OUT OF NEW RIVER, 30 FEET PLUS OR MINUS
 DB0896'SOUTH OF CENTER LINE OF KEYSTONE ROAD, 30 FT PLUS OR MINUS OF
 DB0896'WEST END OF CONCRETE LINED DRAIN CHANNEL 2 1/2 FT PLUS OR MINUS
 DB0896'ABOVE GROUND LEVEL OF APPROXIMATE ROAD LEVEL.  SECTION 22,
 DB0896'T 14 S, R 13 E.  NOTE-- A 2 1/2 IN BRONZE DISK SET 2 FEET WEST
 DB0896'OF THE EAST END OF THE SOUTHEAST CURVED CONCRETE WINGWALL OF
 DB0896'DROP STRUCTURE IN SUMAC DRAIN.
 DB0896
 DB0896                          STATION RECOVERY (1972)
 DB0896
 DB0896'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1972
 DB0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0895 ***********************************************************************
 DB0895  DESIGNATION -  4322 4 IID RESET 1972
 DB0895  PID         -  DB0895
 DB0895  STATE/COUNTY-  CA/IMPERIAL
 DB0895  USGS QUAD   -  BRAWLEY (1979)
 DB0895
 DB0895                         *CURRENT SURVEY CONTROL
 DB0895  ___________________________________________________________________
 DB0895* NAD 83(1986)-  32 54 49.     (N)    115 36 35.     (W)     SCALED    
 DB0895* NAVD 88     -       -24.877  (meters)     -81.62   (feet)  READJUSTED
 DB0895  ___________________________________________________________________
 DB0895  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB0895  DYNAMIC HT  -         -24.850 (meters)     -81.53  (feet)  COMP
 DB0895  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 DB0895
 DB0895  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0895
 DB0895.The horizontal coordinates were scaled from a topographic map and have
 DB0895.an estimated accuracy of +/- 6 seconds.
 DB0895
 DB0895.The orthometric height was determined by differential leveling
 DB0895.and adjusted in January 1995.
 DB0895.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0895.distribution rate of 0.0 thru 1.0 mm/km.
 DB0895.The height was derived from older observations constrained to new
 DB0895.heights in a crustal motion area.  The height is approximate in
 DB0895.relation to other heights in its vicinity.
 DB0895
 DB0895.The geoid height was determined by GEOID03.
 DB0895
 DB0895.The dynamic height is computed by dividing the NAVD 88
 DB0895.geopotential number by the normal gravity value computed on the
 DB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0895.degrees latitude (g = 980.6199 gals.).
 DB0895
 DB0895.The modeled gravity was interpolated from observed gravity values.
 DB0895
 DB0895;                    North         East    Units  Estimated Accuracy
 DB0895;SPC CA 6     -   583,020.    2,059,890.      MT  (+/- 180 meters Scaled)
 DB0895
 DB0895                          SUPERSEDED SURVEY CONTROL
 DB0895
 DB0895  NGVD 29 (??/??/??)  -25.544  (m)          -83.81   (f) ADJUSTED    1 2
 DB0895
 DB0895.Superseded values are not recommended for survey control.
 DB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0895.See file dsdata.txt to determine how the superseded data were derived.
 DB0895
 DB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS300425(NAD 83)
 DB0895_MARKER: DD = SURVEY DISK
 DB0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0895_SP_SET: PIPELINE DRAIN
 DB0895_STAMPING: IID BM 4322-4 RESET SEPT 1972
 DB0895_MARK LOGO: IID   
 DB0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0895
 DB0895  HISTORY     - Date     Condition        Report By
 DB0895  HISTORY     - 1972     MONUMENTED       IID
 DB0895  HISTORY     - 1972     GOOD             NGS
 DB0895  HISTORY     - 1977     GOOD             IID
 DB0895  HISTORY     - 1981     GOOD             NGS
 DB0895
 DB0895                          STATION DESCRIPTION
 DB0895
 DB0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0895'4.6 MI N FROM IMPERIAL.
 DB0895'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86, FROM EIGHTH STREET,
 DB0895'IMPERIAL, TO KEYSTONE ROAD, ABOUT 2.5 MILES WEST ALONG KEYSTONE
 DB0895'ROAD, NEAR THE TOP OF THE HILL OUT OF NEW RIVER, ABOUT 44 FT.
 DB0895'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN
 DB0895'THE ROAD, ABOUT 18 FEET SOUTHWEST OF THE CENTER LINE OF A 48
 DB0895'IN DIAMETER CONCRETE MANHOLE, IN THE CENTER OF THE CONCRETE
 DB0895'INLET HEADWALL OF SUMAC PIPELINE DRAIN.  SECTION 22, T 14 S,
 DB0895'R 13 E.
 DB0895
 DB0895                          STATION RECOVERY (1977)
 DB0895
 DB0895'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0895'RECOVERED IN GOOD CONDITION.
 DB0895
 DB0895                          STATION RECOVERY (1981)
 DB0895
 DB0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0897 ***********************************************************************
 DB0897  DESIGNATION -  4323 3 IID
 DB0897  PID         -  DB0897
 DB0897  STATE/COUNTY-  CA/IMPERIAL
 DB0897  USGS QUAD   -  BRAWLEY (1979)
 DB0897
 DB0897                         *CURRENT SURVEY CONTROL
 DB0897  ___________________________________________________________________
 DB0897* NAD 83(1986)-  32 54 48.     (N)    115 36 24.     (W)     SCALED    
 DB0897* NAVD 88     -       -40.29   (+/-2cm)    -132.2    (feet)  VERTCON   
 DB0897  ___________________________________________________________________
 DB0897  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0897
 DB0897.The horizontal coordinates were scaled from a topographic map and have
 DB0897.an estimated accuracy of +/- 6 seconds.
 DB0897
 DB0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0897.The vertical order pertains to the NGVD 29 superseded value.
 DB0897
 DB0897.The geoid height was determined by GEOID03.
 DB0897
 DB0897;                    North         East    Units  Estimated Accuracy
 DB0897;SPC CA 6     -   582,990.    2,060,180.      MT  (+/- 180 meters Scaled)
 DB0897
 DB0897                          SUPERSEDED SURVEY CONTROL
 DB0897
 DB0897  NGVD 29 (??/??/??)  -40.967  (m)         -134.41   (f) ADJUSTED    2 0
 DB0897
 DB0897.Superseded values are not recommended for survey control.
 DB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0897.See file dsdata.txt to determine how the superseded data were derived.
 DB0897
 DB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS302425(NAD 83)
 DB0897_MARKER: DD = SURVEY DISK
 DB0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0897_SP_SET: DRAIN OUTLET
 DB0897_STAMPING: 4323-3 1972
 DB0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0897
 DB0897  HISTORY     - Date     Condition        Report By
 DB0897  HISTORY     - 1972     MONUMENTED       IID
 DB0897  HISTORY     - 1972     GOOD             NGS
 DB0897  HISTORY     - 1977     GOOD             IID
 DB0897  HISTORY     - 1981     MARK NOT FOUND   NGS
 DB0897
 DB0897                          STATION DESCRIPTION
 DB0897
 DB0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0897'6.8 MI NW FROM IMPERIAL.
 DB0897'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0897'IMPERIAL, TO KEYSTONE ROAD, ABOUT 2.2 MILES WEST ALONG KEYSTONE
 DB0897'ROAD, TO THE NEW RIVER, ABOUT 63 FEET WEST OF THE WEST END OF
 DB0897'BRIDGE OVER NEW RIVER, ABOUT 53 FEET SOUTH OF THE CENTER LINE
 DB0897'OF KEYSTONE ROAD.  SECTION 23, T 14 S, R 13 E.  NOTE-- A 2 1/2
 DB0897'IN BRONZE DISK SET ON THE SOUTH HEADWALL OF THE INLET STRUCTURE
 DB0897'TO THE SUMAC DRAIN OUTLET INTO NEW RIVER 4 FEET WEST OF THE
 DB0897'HEADWALL.
 DB0897
 DB0897                          STATION RECOVERY (1977)
 DB0897
 DB0897'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0897'RECOVERED IN GOOD CONDITION.
 DB0897
 DB0897                          STATION RECOVERY (1981)
 DB0897
 DB0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0897'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-NEW
 DB0897'CONCRETE DRAIN BUILT IN AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0898 ***********************************************************************
 DB0898  DESIGNATION -  4323 4 IID
 DB0898  PID         -  DB0898
 DB0898  STATE/COUNTY-  CA/IMPERIAL
 DB0898  USGS QUAD   -  BRAWLEY (1979)
 DB0898
 DB0898                         *CURRENT SURVEY CONTROL
 DB0898  ___________________________________________________________________
 DB0898* NAD 83(1986)-  32 54 43.     (N)    115 35 40.     (W)     SCALED    
 DB0898* NAVD 88     -       -20.273  (meters)     -66.51   (feet)  READJUSTED
 DB0898  ___________________________________________________________________
 DB0898  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DB0898  DYNAMIC HT  -         -20.250 (meters)     -66.44  (feet)  COMP
 DB0898  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 DB0898
 DB0898  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0898
 DB0898.The horizontal coordinates were scaled from a topographic map and have
 DB0898.an estimated accuracy of +/- 6 seconds.
 DB0898
 DB0898.The orthometric height was determined by differential leveling
 DB0898.and adjusted in January 1995.
 DB0898.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0898.distribution rate of 0.0 thru 1.0 mm/km.
 DB0898.The height was derived from older observations constrained to new
 DB0898.heights in a crustal motion area.  The height is approximate in
 DB0898.relation to other heights in its vicinity.
 DB0898
 DB0898.The geoid height was determined by GEOID03.
 DB0898
 DB0898.The dynamic height is computed by dividing the NAVD 88
 DB0898.geopotential number by the normal gravity value computed on the
 DB0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0898.degrees latitude (g = 980.6199 gals.).
 DB0898
 DB0898.The modeled gravity was interpolated from observed gravity values.
 DB0898
 DB0898;                    North         East    Units  Estimated Accuracy
 DB0898;SPC CA 6     -   582,850.    2,061,320.      MT  (+/- 180 meters Scaled)
 DB0898
 DB0898                          SUPERSEDED SURVEY CONTROL
 DB0898
 DB0898  NGVD 29 (??/??/??)  -20.941  (m)          -68.70   (f) ADJUSTED    1 2
 DB0898
 DB0898.Superseded values are not recommended for survey control.
 DB0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0898.See file dsdata.txt to determine how the superseded data were derived.
 DB0898
 DB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS314424(NAD 83)
 DB0898_MARKER: DD = SURVEY DISK
 DB0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0898_SP_SET: CANAL
 DB0898_STAMPING: 4323-4 1972
 DB0898_MARK LOGO: IID   
 DB0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0898
 DB0898  HISTORY     - Date     Condition        Report By
 DB0898  HISTORY     - 1972     MONUMENTED       IID
 DB0898  HISTORY     - 1972     GOOD             NGS
 DB0898  HISTORY     - 1977     GOOD             IID
 DB0898  HISTORY     - 1981     GOOD             NGS
 DB0898
 DB0898                          STATION DESCRIPTION
 DB0898
 DB0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0898'6 MI NW FROM IMPERIAL.
 DB0898'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0898'IMPERIAL, TO KEYSTONE ROAD, ABOUT 1.48 MILES WEST ALONG KEYSTONE
 DB0898'ROAD TO THE NEWSIDE CANAL, ABOUT 18 FT PLUS OR MINUS SOUTH OF
 DB0898'THE CENTER LINE OF THE ROAD.  SECTION 23, T 14 S, R 13 E.
 DB0898'NOTE-- A 2 1/2 IN BRONZE DISK SET ON THE CENTER LINE OF THE
 DB0898'INLET (SOUTH) HEADWALL OF NEWSIDE CANAL SIPHON UNDER KEYSTONE
 DB0898'ROAD.
 DB0898
 DB0898                          STATION RECOVERY (1977)
 DB0898
 DB0898'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0898'RECOVERED IN GOOD CONDITION.
 DB0898
 DB0898                          STATION RECOVERY (1981)
 DB0898
 DB0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0461 ***********************************************************************
 MW0461  DESIGNATION -  4323.6
 MW0461  PID         -  MW0461
 MW0461  STATE/COUNTY-  CA/SISKIYOU
 MW0461  USGS QUAD   -  PONDOSA (1990)
 MW0461
 MW0461                         *CURRENT SURVEY CONTROL
 MW0461  ___________________________________________________________________
 MW0461* NAD 83(1986)-  41 11 15.     (N)    121 43 54.     (W)     SCALED    
 MW0461* NAVD 88     -      1319.013  (meters)    4327.46   (feet)  ADJUSTED  
 MW0461  ___________________________________________________________________
 MW0461  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 MW0461  DYNAMIC HT  -        1318.110 (meters)    4324.50  (feet)  COMP
 MW0461  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 MW0461
 MW0461  VERT ORDER  -  SECOND    CLASS 0
 MW0461
 MW0461.The horizontal coordinates were scaled from a topographic map and have
 MW0461.an estimated accuracy of +/- 6 seconds.
 MW0461
 MW0461.The orthometric height was determined by differential leveling
 MW0461.and adjusted in June 1991.
 MW0461
 MW0461.The geoid height was determined by GEOID03.
 MW0461
 MW0461.The dynamic height is computed by dividing the NAVD 88
 MW0461.geopotential number by the normal gravity value computed on the
 MW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0461.degrees latitude (g = 980.6199 gals.).
 MW0461
 MW0461.The modeled gravity was interpolated from observed gravity values.
 MW0461
 MW0461;                    North         East    Units  Estimated Accuracy
 MW0461;SPC CA 1     -   705,920.    2,022,510.      MT  (+/- 180 meters Scaled)
 MW0461
 MW0461                          SUPERSEDED SURVEY CONTROL
 MW0461
 MW0461  NGVD 29 (??/??/??) 1317.982  (m)         4324.08   (f) ADJUSTED    2 0
 MW0461
 MW0461.Superseded values are not recommended for survey control.
 MW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0461.See file dsdata.txt to determine how the superseded data were derived.
 MW0461
 MW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL063603(NAD 83)
 MW0461_MARKER: R = RIVET
 MW0461_SETTING: 0 = UNSPECIFIED SETTING
 MW0461_MARK LOGO: USGS  
 MW0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0461
 MW0461  HISTORY     - Date     Condition        Report By
 MW0461  HISTORY     - UNK      MONUMENTED       USGS
 MW0461  HISTORY     - 1935     GOOD             CGS
 MW0461  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0461
 MW0461                          STATION DESCRIPTION
 MW0461
 MW0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MW0461'1.2 MI NW FROM BEAR FLAT.
 MW0461'IN SISKIYOU COUNTY, 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 89
 MW0461'FROM BEAR FLAT, SHASTA COUNTY, 12 FEET NORTHEAST OF THE
 MW0461'CENTERLINE OF THE OLD ROAD, AND IN THE SOUTHWEST SIDE OF THE BASE
 MW0461'OF A 28-INCH FIR TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MW0461'COPPER RIVET.
 MW0461
 MW0461                          STATION RECOVERY (1986)
 MW0461
 MW0461'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0899 ***********************************************************************
 DB0899  DESIGNATION -  4324 3 IID
 DB0899  PID         -  DB0899
 DB0899  STATE/COUNTY-  CA/IMPERIAL
 DB0899  USGS QUAD   -  BRAWLEY (1979)
 DB0899
 DB0899                         *CURRENT SURVEY CONTROL
 DB0899  ___________________________________________________________________
 DB0899* NAD 83(1986)-  32 54 43.     (N)    115 35 07.     (W)     SCALED    
 DB0899* NAVD 88     -       -22.149  (meters)     -72.67   (feet)  READJUSTED
 DB0899  ___________________________________________________________________
 DB0899  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DB0899  DYNAMIC HT  -         -22.120 (meters)     -72.57  (feet)  COMP
 DB0899  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 DB0899
 DB0899  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0899
 DB0899.The horizontal coordinates were scaled from a topographic map and have
 DB0899.an estimated accuracy of +/- 6 seconds.
 DB0899
 DB0899.The orthometric height was determined by differential leveling
 DB0899.and adjusted in January 1995.
 DB0899.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0899.distribution rate of 0.0 thru 1.0 mm/km.
 DB0899.The height was derived from older observations constrained to new
 DB0899.heights in a crustal motion area.  The height is approximate in
 DB0899.relation to other heights in its vicinity.
 DB0899
 DB0899.The geoid height was determined by GEOID03.
 DB0899
 DB0899.The dynamic height is computed by dividing the NAVD 88
 DB0899.geopotential number by the normal gravity value computed on the
 DB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0899.degrees latitude (g = 980.6199 gals.).
 DB0899
 DB0899.The modeled gravity was interpolated from observed gravity values.
 DB0899
 DB0899;                    North         East    Units  Estimated Accuracy
 DB0899;SPC CA 6     -   582,850.    2,062,180.      MT  (+/- 180 meters Scaled)
 DB0899
 DB0899                          SUPERSEDED SURVEY CONTROL
 DB0899
 DB0899  NGVD 29 (??/??/??)  -22.817  (m)          -74.86   (f) ADJUSTED    1 2
 DB0899
 DB0899.Superseded values are not recommended for survey control.
 DB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0899.See file dsdata.txt to determine how the superseded data were derived.
 DB0899
 DB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS322424(NAD 83)
 DB0899_MARKER: DD = SURVEY DISK
 DB0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0899_SP_SET: CANAL
 DB0899_STAMPING: 4324-3 1972
 DB0899_MARK LOGO: IID   
 DB0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0899
 DB0899  HISTORY     - Date     Condition        Report By
 DB0899  HISTORY     - 1972     MONUMENTED       IID
 DB0899  HISTORY     - 1977     GOOD             IID
 DB0899  HISTORY     - 1981     GOOD             NGS
 DB0899
 DB0899                          STATION DESCRIPTION
 DB0899
 DB0899'DESCRIBED BY IMPERIAL IRRIGATION DISTRICT 1972
 DB0899'5.6 MI NW FROM IMPERIAL.
 DB0899'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0899'IMPERIAL, TO KEYSTONE ROAD, ABOUT 0.95 MILES WEST ALONG KEYSTONE
 DB0899'ROAD TO CHECK IN NEWSIDE LATERAL 4 AT DELIVERY 37A, 50 FT PLUS
 DB0899'OR MINUS NORTH OF CENTER LINE OF KEYSTONE ROAD, 33 FT PLUS OR
 DB0899'MINUS OF DELIVERY 37A.  SECTION 24, T 14 S, R 13 E.  NOTE-- A
 DB0899'2 1/2 IN BRONZE DISK SET ON THE CENTERLINE OF HEADWALL, AT
 DB0899'INLET (WEST) END OF PIPE IN CANAL, OF CHECK IN NEWSIDE LATERAL
 DB0899'4 FOR DELIVERY 37A.
 DB0899
 DB0899                          STATION RECOVERY (1977)
 DB0899
 DB0899'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0899'RECOVERED IN GOOD CONDITION.
 DB0899
 DB0899                          STATION RECOVERY (1981)
 DB0899
 DB0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0900 ***********************************************************************
 DB0900  DESIGNATION -  4324 4 IID
 DB0900  PID         -  DB0900
 DB0900  STATE/COUNTY-  CA/IMPERIAL
 DB0900  USGS QUAD   -  BRAWLEY (1979)
 DB0900
 DB0900                         *CURRENT SURVEY CONTROL
 DB0900  ___________________________________________________________________
 DB0900* NAD 83(1986)-  32 54 46.     (N)    115 34 44.     (W)     SCALED    
 DB0900* NAVD 88     -       -24.040  (meters)     -78.87   (feet)  READJUSTED
 DB0900  ___________________________________________________________________
 DB0900  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DB0900  DYNAMIC HT  -         -24.010 (meters)     -78.77  (feet)  COMP
 DB0900  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 DB0900
 DB0900  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0900
 DB0900.The horizontal coordinates were scaled from a topographic map and have
 DB0900.an estimated accuracy of +/- 6 seconds.
 DB0900
 DB0900.The orthometric height was determined by differential leveling
 DB0900.and adjusted in January 1995.
 DB0900.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0900.distribution rate of 0.0 thru 1.0 mm/km.
 DB0900.The height was derived from older observations constrained to new
 DB0900.heights in a crustal motion area.  The height is approximate in
 DB0900.relation to other heights in its vicinity.
 DB0900
 DB0900.The geoid height was determined by GEOID03.
 DB0900
 DB0900.The dynamic height is computed by dividing the NAVD 88
 DB0900.geopotential number by the normal gravity value computed on the
 DB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0900.degrees latitude (g = 980.6199 gals.).
 DB0900
 DB0900.The modeled gravity was interpolated from observed gravity values.
 DB0900
 DB0900;                    North         East    Units  Estimated Accuracy
 DB0900;SPC CA 6     -   582,950.    2,062,780.      MT  (+/- 180 meters Scaled)
 DB0900
 DB0900                          SUPERSEDED SURVEY CONTROL
 DB0900
 DB0900  NGVD 29 (??/??/??)  -24.708  (m)          -81.06   (f) ADJUSTED    1 2
 DB0900
 DB0900.Superseded values are not recommended for survey control.
 DB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0900.See file dsdata.txt to determine how the superseded data were derived.
 DB0900
 DB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS328425(NAD 83)
 DB0900_MARKER: DD = SURVEY DISK
 DB0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0900_SP_SET: CANAL
 DB0900_STAMPING: 4324-4 1972
 DB0900_MARK LOGO: IID   
 DB0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0900
 DB0900  HISTORY     - Date     Condition        Report By
 DB0900  HISTORY     - 1972     MONUMENTED       IID
 DB0900  HISTORY     - 1972     GOOD             NGS
 DB0900  HISTORY     - 1977     GOOD             IID
 DB0900  HISTORY     - 1981     GOOD             NGS
 DB0900
 DB0900                          STATION DESCRIPTION
 DB0900
 DB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0900'5.1 MI NW FROM IMPERIAL.
 DB0900'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0900'IMPERIAL, TO KEYSTONE ROAD, ABOUT 0.5 MILES WEST ALONG KEYSTONE
 DB0900'ROAD TO CHECK IN NEWSIDE LATERAL 4 AT DELIVERY 38, 50 FT PLUS
 DB0900'OR MINUS OF CENTER LINE OF KEYSTONE ROAD, 18 FT PLUS OR MINUS
 DB0900'EAST OF DELIVERY 38.  SECTION 24, T 14 S, R 13 E.  NOTE-- A 2 1/2
 DB0900'IN BRONZE DISK SET ON THE SOUTH UPSTREAM CURVED CONCRETE WINGWALL
 DB0900'OF CHECK IN NEWSIDE LATERAL 4 AT DELIVERY 38.
 DB0900
 DB0900                          STATION RECOVERY (1977)
 DB0900
 DB0900'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0900'RECOVERED IN GOOD CONDITION.
 DB0900
 DB0900                          STATION RECOVERY (1981)
 DB0900
 DB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2014 ***********************************************************************
 EW2014  DESIGNATION -  432=J 32
 EW2014  PID         -  EW2014
 EW2014  STATE/COUNTY-  CA/LOS ANGELES
 EW2014  USGS QUAD   -  BURBANK (1994)
 EW2014
 EW2014                         *CURRENT SURVEY CONTROL
 EW2014  ___________________________________________________________________
 EW2014* NAD 83(1986)-  34 07 33.     (N)    118 15 36.     (W)     SCALED    
 EW2014* NAVD 88     -       132.461  (meters)     434.58   (feet)  ADJUSTED  
 EW2014  ___________________________________________________________________
 EW2014  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EW2014  DYNAMIC HT  -         132.324 (meters)     434.13  (feet)  COMP
 EW2014  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 EW2014
 EW2014  VERT ORDER  -  FIRST     CLASS I
 EW2014
 EW2014.The horizontal coordinates were scaled from a topographic map and have
 EW2014.an estimated accuracy of +/- 6 seconds.
 EW2014
 EW2014.The orthometric height was determined by differential leveling
 EW2014.and adjusted in June 1995.
 EW2014
 EW2014.The geoid height was determined by GEOID03.
 EW2014
 EW2014.The dynamic height is computed by dividing the NAVD 88
 EW2014.geopotential number by the normal gravity value computed on the
 EW2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2014.degrees latitude (g = 980.6199 gals.).
 EW2014
 EW2014.The modeled gravity was interpolated from observed gravity values.
 EW2014
 EW2014;                    North         East    Units  Estimated Accuracy
 EW2014;SPC CA 5     -   569,450.    1,976,020.      MT  (+/- 180 meters Scaled)
 EW2014
 EW2014                          SUPERSEDED SURVEY CONTROL
 EW2014
 EW2014  NAVD 88 (06/15/91)  132.483  (m)          434.65   (f) UNKNOWN     1 1
 EW2014
 EW2014.Superseded values are not recommended for survey control.
 EW2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2014.See file dsdata.txt to determine how the superseded data were derived.
 EW2014
 EW2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT838768(NAD 83)
 EW2014_MARKER: P = PIPE CAP
 EW2014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW2014_SP_SET: METAL PIPE IN CONCRETE
 EW2014_STAMPING: 432 J 32 57
 EW2014_MARK LOGO: USGS  
 EW2014_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2014+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2014
 EW2014  HISTORY     - Date     Condition        Report By
 EW2014  HISTORY     - UNK      MONUMENTED       USGS
 EW2014  HISTORY     - 1955     GOOD             NGS
 EW2014  HISTORY     - 1971     GOOD             CA1980
 EW2014  HISTORY     - 1978     GOOD             NGS
 EW2014  HISTORY     - 1987     GOOD             NGS
 EW2014  HISTORY     - 19890523 GOOD             NGS
 EW2014  HISTORY     - 19940718 GOOD             NGS
 EW2014
 EW2014                          STATION DESCRIPTION
 EW2014
 EW2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2014'AT GLENDALE.
 EW2014'AT GLENDALE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD,
 EW2014'153 FEET SOUTH OF MILEPOLE 477, 483.5 FEET NORTHWEST OF THE
 EW2014'WEST CORNER OF THE STATION, AT THE RAILROAD PARKING LOT, 165
 EW2014'FEET SOUTHEAST OF THE PROLONGATION OF THE CENTER LINE OF CENTRAL
 EW2014'AVENUE, 29.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EW2014'NORTHEAST MAIN TRACK, 7.9 FEET NORTHEAST OF THE NORTHEAST RAIL
 EW2014'OF THE SIDE TRACK, ABOUT 1/2 FOOT LOWER THAN THE TRACK, 0.6
 EW2014'FOOT BELOW THE PAVEMENT SURFACE, AND RIVETED ON THE TOP OF A
 EW2014'3 1/2-INCH IRON PIPE, ACCESS TO WHICH IS HAD THROUGH A 6-INCH
 EW2014'PIPE WITH A 10-INCH METAL COVER MARKED GLENDALE WATER WORKS.
 EW2014
 EW2014                          STATION RECOVERY (1971)
 EW2014
 EW2014'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2014'RECOVERED IN GOOD CONDITION.
 EW2014
 EW2014                          STATION RECOVERY (1978)
 EW2014
 EW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2014'OMIT 153 FT. SOUTH OF MILEPOLE 477. ADD 531 FT. SOUTH OF MILE-SIGN
 EW2014'477, MILEPOLE HAS BEEN DESTROYED MILE-SIGN HAS BEEN TACKED TO
 EW2014'TELEPHONE POLE, POLE BEARS NO NUMBER.
 EW2014
 EW2014                          STATION RECOVERY (1987)
 EW2014
 EW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2014'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 341182 IS
 EW2014'ADEQUATE EXCEPT ADD--THE CAP IS NOT ACCESSIBLE FOR A RUBBING, BUT THE
 EW2014'STAMPING IS 432 J 32 57.
 EW2014
 EW2014                          STATION RECOVERY (1989)
 EW2014
 EW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW2014'RECOVERED IN GOOD CONDITION.
 EW2014
 EW2014                          STATION RECOVERY (1994)
 EW2014
 EW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2014'IN GLENDALE, AT THE METROLINK STATION, IN A PARKING LOT AT END OF
 EW2014'CENTRAL AVENUE, 147.2 M (482.9 FT) NORTHWEST OF THE WEST CORNER OF THE
 EW2014'STATION, 50.3 M (165.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 EW2014'AVENUE, 9.1 M (29.9 FT) NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK,
 EW2014'8.1 M (26.6 FT) EAST OF THE NORTHWEST END OF A CHAIN-LINK FENCE, 2.4 M
 EW2014'(7.9 FT) NORTHEAST OF THE NEAR RAIL OF A SIDE TRACK, 0.3 M (1.0 FT)
 EW2014'BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 EW2014'THE PARKING LOT.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 10-INCH
 EW2014'METAL COVER CAST GLENDALE WATER WORKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5440 ***********************************************************************
 DX5440  DESIGNATION -  433
 DX5440  PID         -  DX5440
 DX5440  STATE/COUNTY-  CA/RIVERSIDE
 DX5440  USGS QUAD   -  PERRIS (1993)
 DX5440
 DX5440                         *CURRENT SURVEY CONTROL
 DX5440  ___________________________________________________________________
 DX5440* NAD 83(1986)-  33 49 48.     (N)    117 14 05.     (W)     SCALED    
 DX5440* NAVD 88     -       448.122  (meters)    1470.21   (feet)  ADJUSTED  
 DX5440  ___________________________________________________________________
 DX5440  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DX5440  DYNAMIC HT  -         447.616 (meters)    1468.55  (feet)  COMP
 DX5440  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 DX5440
 DX5440  VERT ORDER  -  FIRST     CLASS II
 DX5440
 DX5440.The horizontal coordinates were scaled from a topographic map and have
 DX5440.an estimated accuracy of +/- 6 seconds.
 DX5440
 DX5440.The orthometric height was determined by differential leveling
 DX5440.and adjusted in January 1993.
 DX5440
 DX5440.The geoid height was determined by GEOID03.
 DX5440
 DX5440.The dynamic height is computed by dividing the NAVD 88
 DX5440.geopotential number by the normal gravity value computed on the
 DX5440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5440.degrees latitude (g = 980.6199 gals.).
 DX5440
 DX5440.The modeled gravity was interpolated from observed gravity values.
 DX5440
 DX5440;                    North         East    Units  Estimated Accuracy
 DX5440;SPC CA 6     -   684,900.    1,908,850.      MT  (+/- 180 meters Scaled)
 DX5440
 DX5440                          SUPERSEDED SURVEY CONTROL
 DX5440
 DX5440.No superseded survey control is available for this station.
 DX5440
 DX5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT782433(NAD 83)
 DX5440_MARKER: A = ALUMINUM MARKER
 DX5440_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5440_SP_SET: BASE OF STREET LIGHT POLE
 DX5440_STAMPING: BM 433
 DX5440_MARK LOGO: MWDSC 
 DX5440_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5440+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5440
 DX5440  HISTORY     - Date     Condition        Report By
 DX5440  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5440
 DX5440                          STATION DESCRIPTION
 DX5440
 DX5440'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5440'PERRIS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF RIDER ST AND
 DX5440'INDIAN ST, 61 FEET (18.6 M) EAST OF INDAIN ST AND 33 FEET (10.1 M)
 DX5440'SOUTH OF RIDER ST, AT THE BASE OF A 18 INCH BY 18 INCH CONCRETE STREET
 DX5440'LIGHT POLE ON THE NORTHSIDE. A STANDARD 3-1/4 INCH ALUMINUM DISK SET
 DX5440'FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5441 ***********************************************************************
 DX5441  DESIGNATION -  434
 DX5441  PID         -  DX5441
 DX5441  STATE/COUNTY-  CA/RIVERSIDE
 DX5441  USGS QUAD   -  PERRIS (1993)
 DX5441
 DX5441                         *CURRENT SURVEY CONTROL
 DX5441  ___________________________________________________________________
 DX5441* NAD 83(1986)-  33 49 48.     (N)    117 14 38.     (W)     SCALED    
 DX5441* NAVD 88     -       454.643  (meters)    1491.61   (feet)  ADJUSTED  
 DX5441  ___________________________________________________________________
 DX5441  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DX5441  DYNAMIC HT  -         454.130 (meters)    1489.92  (feet)  COMP
 DX5441  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 DX5441
 DX5441  VERT ORDER  -  FIRST     CLASS II
 DX5441
 DX5441.The horizontal coordinates were scaled from a topographic map and have
 DX5441.an estimated accuracy of +/- 6 seconds.
 DX5441
 DX5441.The orthometric height was determined by differential leveling
 DX5441.and adjusted in January 1993.
 DX5441
 DX5441.The geoid height was determined by GEOID03.
 DX5441
 DX5441.The dynamic height is computed by dividing the NAVD 88
 DX5441.geopotential number by the normal gravity value computed on the
 DX5441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5441.degrees latitude (g = 980.6199 gals.).
 DX5441
 DX5441.The modeled gravity was interpolated from observed gravity values.
 DX5441
 DX5441;                    North         East    Units  Estimated Accuracy
 DX5441;SPC CA 6     -   684,910.    1,908,000.      MT  (+/- 180 meters Scaled)
 DX5441
 DX5441                          SUPERSEDED SURVEY CONTROL
 DX5441
 DX5441.No superseded survey control is available for this station.
 DX5441
 DX5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT774433(NAD 83)
 DX5441_MARKER: A = ALUMINUM MARKER
 DX5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5441_SP_SET: CONCRETE POST
 DX5441_STAMPING: BM 434
 DX5441_MARK LOGO: MWDSC 
 DX5441_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5441+STABILITY: SURFACE MOTION
 DX5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5441+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5441
 DX5441  HISTORY     - Date     Condition        Report By
 DX5441  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5441
 DX5441                          STATION DESCRIPTION
 DX5441
 DX5441'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5441'PERRIS, 600 FEET (182.9 M) EAST OF THE 215 FREEWAY ALONG RIDER ST AT
 DX5441'THE SOUTHWEST CORNER OF THE INTERSECTION OF RIDER ST AND WEBSTER AVE,
 DX5441'26.5 FEET (8.1 M) SOUTH OF RIDER ST AND 28 FEET (8.5 M) WEST OF
 DX5441'WEBSTER AVE, 3.5 FEET (1.1 M) EAST OF POWER POLE NO. 2277587E. A
 DX5441'STANDARD 3-1/4 INCH ALUMINUM DISK SET IN 8 INCH DIAMETER CONCRETE
 DX5441'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0193 ***********************************************************************
 LU0193  DESIGNATION -  434 B
 LU0193  PID         -  LU0193
 LU0193  STATE/COUNTY-  CA/SHASTA
 LU0193  USGS QUAD   -  COTTONWOOD (1965)
 LU0193
 LU0193                         *CURRENT SURVEY CONTROL
 LU0193  ___________________________________________________________________
 LU0193* NAD 83(1986)-  40 27 43.     (N)    122 19 02.     (W)     SCALED    
 LU0193* NAVD 88     -       133.519  (meters)     438.05   (feet)  ADJUSTED  
 LU0193  ___________________________________________________________________
 LU0193  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 LU0193  DYNAMIC HT  -         133.451 (meters)     437.83  (feet)  COMP
 LU0193  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LU0193
 LU0193  VERT ORDER  -  FIRST     CLASS II
 LU0193
 LU0193.The horizontal coordinates were scaled from a topographic map and have
 LU0193.an estimated accuracy of +/- 6 seconds.
 LU0193
 LU0193.The orthometric height was determined by differential leveling
 LU0193.and adjusted in June 1991.
 LU0193
 LU0193.The geoid height was determined by GEOID03.
 LU0193
 LU0193.The dynamic height is computed by dividing the NAVD 88
 LU0193.geopotential number by the normal gravity value computed on the
 LU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0193.degrees latitude (g = 980.6199 gals.).
 LU0193
 LU0193.The modeled gravity was interpolated from observed gravity values.
 LU0193
 LU0193;                    North         East    Units  Estimated Accuracy
 LU0193;SPC CA 1     -   625,370.    1,973,100.      MT  (+/- 180 meters Scaled)
 LU0193
 LU0193                          SUPERSEDED SURVEY CONTROL
 LU0193
 LU0193  NGVD 29 (??/??/92)  132.731  (m)          435.47   (f) ADJ UNCH    1 2
 LU0193
 LU0193.Superseded values are not recommended for survey control.
 LU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0193.See file dsdata.txt to determine how the superseded data were derived.
 LU0193
 LU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK578792(NAD 83)
 LU0193_MARKER: P = PIPE CAP
 LU0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0193_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LU0193_STAMPING: 435.137 B 1902
 LU0193_MARK LOGO: USGS  
 LU0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU0193+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU0193
 LU0193  HISTORY     - Date     Condition        Report By
 LU0193  HISTORY     - 1902     MONUMENTED       USGS
 LU0193  HISTORY     - 1949     GOOD             NGS
 LU0193  HISTORY     - 1972     GOOD             NGS
 LU0193  HISTORY     - 19880622 GOOD             NGS
 LU0193
 LU0193                          STATION DESCRIPTION
 LU0193
 LU0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0193'1.2 MI NW FROM ANDERSON.
 LU0193'1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 LU0193'FROM THE STATION AT ANDERSON, ABOUT 0.2 MILE NORTHWEST OF SEMAPHORE
 LU0193'2483, 31.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHEAST
 LU0193'OF A TELEPHONE POLE, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 LU0193'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LU0193
 LU0193                          STATION RECOVERY (1972)
 LU0193
 LU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LU0193'RECOVERED IN GOOD CONDITION.
 LU0193
 LU0193                          STATION RECOVERY (1988)
 LU0193
 LU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0193'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 LU0193'(1.10 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 LU0193'JUNCTION OF NORTH STREET IN ANDERSON, 0.3 KM (0.20 MI) NORTHWEST OF
 LU0193'THE INTERSECTION OF ALEXANDER AVENUE, 9.6 M (31.5 FT) NORTHEAST OF THE
 LU0193'NEAR RAIL, 0.9 M (3.0 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT)
 LU0193'NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LU0193'TRACKS, AND RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE THAT PROJECTS
 LU0193'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0500 ***********************************************************************
 KS0500  DESIGNATION -  4344.02 USBPR
 KS0500  PID         -  KS0500
 KS0500  STATE/COUNTY-  CA/PLUMAS
 KS0500  USGS QUAD   -  JOHNSVILLE (1994)
 KS0500
 KS0500                         *CURRENT SURVEY CONTROL
 KS0500  ___________________________________________________________________
 KS0500* NAD 83(1986)-  39 47 38.     (N)    120 38 18.     (W)     SCALED    
 KS0500* NAVD 88     -      1326.448  (meters)    4351.85   (feet)  ADJUSTED  
 KS0500  ___________________________________________________________________
 KS0500  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 KS0500  DYNAMIC HT  -        1325.306 (meters)    4348.11  (feet)  COMP
 KS0500  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 KS0500
 KS0500  VERT ORDER  -  SECOND    CLASS 0
 KS0500
 KS0500.The horizontal coordinates were scaled from a topographic map and have
 KS0500.an estimated accuracy of +/- 6 seconds.
 KS0500
 KS0500.The orthometric height was determined by differential leveling
 KS0500.and adjusted in June 1991.
 KS0500
 KS0500.The geoid height was determined by GEOID03.
 KS0500
 KS0500.The dynamic height is computed by dividing the NAVD 88
 KS0500.geopotential number by the normal gravity value computed on the
 KS0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0500.degrees latitude (g = 980.6199 gals.).
 KS0500
 KS0500.The modeled gravity was interpolated from observed gravity values.
 KS0500
 KS0500;                    North         East    Units  Estimated Accuracy
 KS0500;SPC CA 1     -   552,050.    2,116,630.      MT  (+/- 180 meters Scaled)
 KS0500
 KS0500                          SUPERSEDED SURVEY CONTROL
 KS0500
 KS0500  NGVD 29 (??/??/??) 1325.425  (m)         4348.50   (f) ADJUSTED    2 0
 KS0500
 KS0500.Superseded values are not recommended for survey control.
 KS0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0500.See file dsdata.txt to determine how the superseded data were derived.
 KS0500
 KS0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK022075(NAD 83)
 KS0500_MARKER: DD = SURVEY DISK
 KS0500_SETTING: 0 = UNSPECIFIED SETTING
 KS0500_STAMPING: 4344.02 1928
 KS0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0500
 KS0500  HISTORY     - Date     Condition        Report By
 KS0500  HISTORY     - 1928     MONUMENTED       BPR
 KS0500  HISTORY     - 1972     GOOD             USGS
 KS0500  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0500
 KS0500                          STATION DESCRIPTION
 KS0500
 KS0500'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KS0500'10.8 MI W FROM PORTOLA.
 KS0500'11.0 MILES WEST ALONG STATE HIGHWAY FROM PO AT PORTOLA,
 KS0500'PLUMAS COUNTY, ABOUT 73 FEET NORTHEAST OF THE WESTERN
 KS0500'PACIFIC RAILROAD TRACKS, 54 FEET SOUTHWEST OF THE CENTERLINE
 KS0500'OF THE HIGHWAY, 9 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 KS0500'ROAD PARALLELING THE TRACKS, AND 87 FEET SOUTHEAST OF
 KS0500'WOODEN POWER POLE A 358.
 KS0500
 KS0500                          STATION RECOVERY (2004)
 KS0500
 KS0500'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5442 ***********************************************************************
 DX5442  CBN         -  This is a Cooperative Base Network Control Station.
 DX5442  DESIGNATION -  435
 DX5442  PID         -  DX5442
 DX5442  STATE/COUNTY-  CA/RIVERSIDE
 DX5442  USGS QUAD   -  PERRIS (1993)
 DX5442
 DX5442                         *CURRENT SURVEY CONTROL
 DX5442  ___________________________________________________________________
 DX5442* NAD 83(2007)-  33 49 49.65715(N)    117 14 59.26781(W)     ADJUSTED  
 DX5442* NAVD 88     -       461.811  (meters)    1515.12   (feet)  ADJUSTED  
 DX5442  ___________________________________________________________________
 DX5442  EPOCH DATE  -        2007.00
 DX5442  X           -  -2,428,595.779 (meters)                     COMP
 DX5442  Y           -  -4,715,451.206 (meters)                     COMP
 DX5442  Z           -   3,531,079.478 (meters)                     COMP
 DX5442  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DX5442  ELLIP HEIGHT-         429.116 (meters)          (02/10/07) ADJUSTED
 DX5442  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DX5442  DYNAMIC HT  -         461.289 (meters)    1513.41  (feet)  COMP
 DX5442
 DX5442  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX5442  Type    PID    Designation                      North   East  Ellip
 DX5442  -------------------------------------------------------------------
 DX5442  NETWORK DX5442 435                               0.37   0.35   1.74
 DX5442  -------------------------------------------------------------------
 DX5442  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 DX5442
 DX5442  VERT ORDER  -  FIRST     CLASS II
 DX5442
 DX5442.ITRF positions are available for this station.
 DX5442.The horizontal coordinates were established by GPS observations
 DX5442.and adjusted by the National Geodetic Survey in February 2007.
 DX5442
 DX5442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX5442.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX5442.The horizontal coordinates are valid at the epoch date displayed above.
 DX5442.The epoch date for horizontal control is a decimal equivalence
 DX5442.of Year/Month/Day.
 DX5442
 DX5442.The orthometric height was determined by differential leveling
 DX5442.and adjusted in January 1993.
 DX5442
 DX5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX5442
 DX5442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX5442
 DX5442.The ellipsoidal height was determined by GPS observations
 DX5442.and is referenced to NAD 83.
 DX5442
 DX5442.The geoid height was determined by GEOID03.
 DX5442
 DX5442.The dynamic height is computed by dividing the NAVD 88
 DX5442.geopotential number by the normal gravity value computed on the
 DX5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5442.degrees latitude (g = 980.6199 gals.).
 DX5442
 DX5442.The modeled gravity was interpolated from observed gravity values.
 DX5442
 DX5442;                    North         East     Units Scale Factor Converg.
 DX5442;SPC CA 6     -   684,966.968 1,907,453.103   MT  0.99999159   -0 32 57.9
 DX5442;SPC CA 6     - 2,247,262.46  6,258,035.72   sFT  0.99999159   -0 32 57.9
 DX5442;UTM  11      - 3,743,386.065   476,886.068   MT  0.99960659   -0 08 20.7
 DX5442
 DX5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX5442!SPC CA 6     -   0.99993264  x   0.99999159  =   0.99992423
 DX5442!UTM  11      -   0.99993264  x   0.99960659  =   0.99953926
 DX5442
 DX5442                          SUPERSEDED SURVEY CONTROL
 DX5442
 DX5442  NAD 83(1998)-  33 49 49.65057(N)    117 14 59.26214(W) AD(2000.35) A
 DX5442  ELLIP H (04/03/01)  429.127  (m)                       GP(       ) 1 1
 DX5442  NAD 83(1998)-  33 49 49.64856(N)    117 14 59.26107(W) AD(1998.50) A
 DX5442  ELLIP H (04/06/00)  429.115  (m)                       GP(1998.50) 3 1
 DX5442  NAVD 88 (04/06/00)  461.81   (m)         1515.1    (f) LEVELING    3  
 DX5442
 DX5442.Superseded values are not recommended for survey control.
 DX5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX5442.See file dsdata.txt to determine how the superseded data were derived.
 DX5442
 DX5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7688643386(NAD 83)
 DX5442_MARKER: DB = BENCH MARK DISK
 DX5442_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX5442_SP_SET: SET FLUSH IN TOP OF CURB
 DX5442_STAMPING: B.M. 435
 DX5442_MARK LOGO: MWDSC 
 DX5442_PROJECTION: FLUSH
 DX5442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5442+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 DX5442
 DX5442  HISTORY     - Date     Condition        Report By
 DX5442  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5442  HISTORY     - 19940815 GOOD             MWDSC
 DX5442  HISTORY     - 19980611 GOOD             RCFC
 DX5442  HISTORY     - 20000501 GOOD             RCFC
 DX5442
 DX5442                          STATION DESCRIPTION
 DX5442
 DX5442'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5442'PERRIS, 1300 FEET (396.2 M) WEST OF ATSF RAILROAD ALONG RIDER ST, ON
 DX5442'TOP OF NORTH CURB FACE OF RIDER ST. 28 FEET (8.5 M) NORTH OF RIDER
 DX5442'ST, 6 FEET (1.8 M) SOUTH OF A GTE TELEPHONE BOX (DAMAGED). A STANDARD
 DX5442'3-1/4 INCH ALUMINUM DISK SET FLUSH IN TOP OF CURB.
 DX5442
 DX5442                          STATION RECOVERY (1994)
 DX5442
 DX5442'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (CLW)
 DX5442'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4205 06 001.
 DX5442
 DX5442                          STATION RECOVERY (1998)
 DX5442
 DX5442'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 1998 (HAC)
 DX5442'RECOVERED AS DESCRIBED.
 DX5442
 DX5442                          STATION RECOVERY (2000)
 DX5442
 DX5442'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2000 (MEI)
 DX5442'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 DX5442'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 DX5442'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5444 ***********************************************************************
 DX5444  DESIGNATION -  436
 DX5444  PID         -  DX5444
 DX5444  STATE/COUNTY-  CA/RIVERSIDE
 DX5444  USGS QUAD   -  STEELE PEAK (1978)
 DX5444
 DX5444                         *CURRENT SURVEY CONTROL
 DX5444  ___________________________________________________________________
 DX5444* NAD 83(1986)-  33 50 14.     (N)    117 15 39.     (W)     SCALED    
 DX5444* NAVD 88     -       474.625  (meters)    1557.17   (feet)  ADJUSTED  
 DX5444  ___________________________________________________________________
 DX5444  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DX5444  DYNAMIC HT  -         474.088 (meters)    1555.40  (feet)  COMP
 DX5444  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 DX5444
 DX5444  VERT ORDER  -  FIRST     CLASS II
 DX5444
 DX5444.The horizontal coordinates were scaled from a topographic map and have
 DX5444.an estimated accuracy of +/- 6 seconds.
 DX5444
 DX5444.The orthometric height was determined by differential leveling
 DX5444.and adjusted in January 1993.
 DX5444
 DX5444.The geoid height was determined by GEOID03.
 DX5444
 DX5444.The dynamic height is computed by dividing the NAVD 88
 DX5444.geopotential number by the normal gravity value computed on the
 DX5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5444.degrees latitude (g = 980.6199 gals.).
 DX5444
 DX5444.The modeled gravity was interpolated from observed gravity values.
 DX5444
 DX5444;                    North         East    Units  Estimated Accuracy
 DX5444;SPC CA 6     -   685,730.    1,906,440.      MT  (+/- 180 meters Scaled)
 DX5444
 DX5444                          SUPERSEDED SURVEY CONTROL
 DX5444
 DX5444.No superseded survey control is available for this station.
 DX5444
 DX5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT758441(NAD 83)
 DX5444_MARKER: DB = BENCH MARK DISK
 DX5444_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5444_SP_SET: BASE OF STEEL POWER POLE
 DX5444_STAMPING: BM 436
 DX5444_MARK LOGO: MWDSC 
 DX5444_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DX5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5444+STABILITY: SURFACE MOTION
 DX5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5444+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1994
 DX5444
 DX5444  HISTORY     - Date     Condition        Report By
 DX5444  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5444  HISTORY     - 19940815 GOOD             MWDSC
 DX5444
 DX5444                          STATION DESCRIPTION
 DX5444
 DX5444'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5444'PERRIS, 0.75 MILES (1.21 KM) WEST ALONG CAJALCO RD FROM THE 215 FRWY
 DX5444'TO SEATON AVE, AT THE NORTHEAST CORNER OF CAJALCO RD AND SEATON AVE,
 DX5444'65 FEET (19.8 M) NORTH OF CAJALCO RD AND 32 FEET (9.8 M) EAST OF
 DX5444'SEATON AVE, ON THE FOOTING OF A LARGE STEEL POWER POLE 705640/01 ON
 DX5444'LOWER FOOTING 0.8 FOOT (24.4 CM) BELOW UPPER FOOTING, A STANDARD
 DX5444'3-1/4 INCH ALUMINUM DISK SET FLUSH IN LOWER FOOTING.
 DX5444
 DX5444                          STATION RECOVERY (1994)
 DX5444
 DX5444'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (CLW)
 DX5444'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4205 06 003.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0227 ***********************************************************************
 KT0227  DESIGNATION -  436 USGS
 KT0227  PID         -  KT0227
 KT0227  STATE/COUNTY-  CA/GLENN
 KT0227  USGS QUAD   -  BLACK BUTTE DAM (1973)
 KT0227
 KT0227                         *CURRENT SURVEY CONTROL
 KT0227  ___________________________________________________________________
 KT0227* NAD 83(1986)-  39 46 21.     (N)    122 21 27.     (W)     SCALED    
 KT0227* NAVD 88     -       134.01   (+/-2cm)     439.7    (feet)  VERTCON   
 KT0227  ___________________________________________________________________
 KT0227  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 KT0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0227
 KT0227.The horizontal coordinates were scaled from a topographic map and have
 KT0227.an estimated accuracy of +/- 6 seconds.
 KT0227
 KT0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0227.The vertical order pertains to the NGVD 29 superseded value.
 KT0227
 KT0227.The geoid height was determined by GEOID03.
 KT0227
 KT0227;                    North         East    Units  Estimated Accuracy
 KT0227;SPC CA 2     -   733,830.    1,969,370.      MT  (+/- 180 meters Scaled)
 KT0227
 KT0227                          SUPERSEDED SURVEY CONTROL
 KT0227
 KT0227  NGVD 29 (??/??/92)  133.212  (m)          437.05   (f) ADJ UNCH    2 0
 KT0227
 KT0227.Superseded values are not recommended for survey control.
 KT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0227.See file dsdata.txt to determine how the superseded data were derived.
 KT0227
 KT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK550027(NAD 83)
 KT0227_MARKER: S = SPIKE
 KT0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0227_SP_SET: TREE
 KT0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0227
 KT0227  HISTORY     - Date     Condition        Report By
 KT0227  HISTORY     - UNK      MONUMENTED       USGS
 KT0227  HISTORY     - 1949     GOOD             NGS
 KT0227
 KT0227                          STATION DESCRIPTION
 KT0227
 KT0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0227'10.1 MI NW FROM ORLAND.
 KT0227'10.1 MILES NORTHWEST ALONG THE NEWVILLE ROAD FROM THE SOUTHERN
 KT0227'PACIFIC CO. RAILROAD STATION AT ORLAND, 243 FEET NORTH OF THE
 KT0227'CENTER OF A SHARP CURVE, 18 FEET EAST OF THE CENTER LINE OF THE
 KT0227'ROAD, 12 FEET WEST OF A FENCE, DRIVEN IN THE EAST SIDE OF A
 KT0227'30-INCH OAK TREE, 0.5 FOOT ABOVE THE GROUND, AND MARKED BY THE
 KT0227'SCRIBED LETTERS AND NUMBERS USBM 436.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5445 ***********************************************************************
 DX5445  DESIGNATION -  437
 DX5445  PID         -  DX5445
 DX5445  STATE/COUNTY-  CA/RIVERSIDE
 DX5445  USGS QUAD   -  STEELE PEAK (1978)
 DX5445
 DX5445                         *CURRENT SURVEY CONTROL
 DX5445  ___________________________________________________________________
 DX5445* NAD 83(1986)-  33 50 12.     (N)    117 16 12.     (W)     SCALED    
 DX5445* NAVD 88     -       496.274  (meters)    1628.19   (feet)  ADJUSTED  
 DX5445  ___________________________________________________________________
 DX5445  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DX5445  DYNAMIC HT  -         495.713 (meters)    1626.35  (feet)  COMP
 DX5445  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DX5445
 DX5445  VERT ORDER  -  FIRST     CLASS II
 DX5445
 DX5445.The horizontal coordinates were scaled from a topographic map and have
 DX5445.an estimated accuracy of +/- 6 seconds.
 DX5445
 DX5445.The orthometric height was determined by differential leveling
 DX5445.and adjusted in January 1993.
 DX5445
 DX5445.The geoid height was determined by GEOID03.
 DX5445
 DX5445.The dynamic height is computed by dividing the NAVD 88
 DX5445.geopotential number by the normal gravity value computed on the
 DX5445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5445.degrees latitude (g = 980.6199 gals.).
 DX5445
 DX5445.The modeled gravity was interpolated from observed gravity values.
 DX5445
 DX5445;                    North         East    Units  Estimated Accuracy
 DX5445;SPC CA 6     -   685,670.    1,905,590.      MT  (+/- 180 meters Scaled)
 DX5445
 DX5445                          SUPERSEDED SURVEY CONTROL
 DX5445
 DX5445.No superseded survey control is available for this station.
 DX5445
 DX5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT750440(NAD 83)
 DX5445_MARKER: A = ALUMINUM MARKER
 DX5445_SETTING: 80 = SET IN A BOULDER
 DX5445_SP_SET: BOULDER
 DX5445_STAMPING: BM 437
 DX5445_MARK LOGO: MWDSC 
 DX5445_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5445+STABILITY: SURFACE MOTION
 DX5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5445+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1994
 DX5445
 DX5445  HISTORY     - Date     Condition        Report By
 DX5445  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5445  HISTORY     - 19940912 GOOD             MWDSC
 DX5445
 DX5445                          STATION DESCRIPTION
 DX5445
 DX5445'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5445'PERRIS, 0.5 MILE (0.8 KM) WEST ALONG CAJALCO RD FROM SEATON AVE, 85
 DX5445'FEET (25.9 M) SOUTH OF CAJALCO ON LARGE GRANITE BOULDER 20 FEET
 DX5445'(6.1 M) BY 3 FEET, 116 FEET (35.4 M) SOUTHWEST OF A POWER POLE
 DX5445'2277175. A STANDASRD 3-1/4 INCH ALUMINUM DISK SET IN TOP OF BOULDER.
 DX5445
 DX5445                          STATION RECOVERY (1994)
 DX5445
 DX5445'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX5445'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 4205 06 004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1565 ***********************************************************************
 EW1565  DESIGNATION -  437.064 C OF LA
 EW1565  PID         -  EW1565
 EW1565  STATE/COUNTY-  CA/LOS ANGELES
 EW1565  USGS QUAD   -  HOLLYWOOD (1994)
 EW1565
 EW1565                         *CURRENT SURVEY CONTROL
 EW1565  ___________________________________________________________________
 EW1565* NAD 83(1986)-  34 06 55.     (N)    118 16 23.     (W)     SCALED    
 EW1565* NAVD 88     -       133.97   (+/-2cm)     439.5    (feet)  VERTCON   
 EW1565  ___________________________________________________________________
 EW1565  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW1565  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW1565
 EW1565.The horizontal coordinates were scaled from a topographic map and have
 EW1565.an estimated accuracy of +/- 6 seconds.
 EW1565
 EW1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1565.The vertical order pertains to the NGVD 29 superseded value.
 EW1565
 EW1565.The geoid height was determined by GEOID03.
 EW1565
 EW1565;                    North         East    Units  Estimated Accuracy
 EW1565;SPC CA 5     -   568,280.    1,974,810.      MT  (+/- 180 meters Scaled)
 EW1565
 EW1565                          SUPERSEDED SURVEY CONTROL
 EW1565
 EW1565  NGVD 29 (??/??/92)  133.18   (m)          436.9    (f) COMPUTED    1 2
 EW1565
 EW1565.Superseded values are not recommended for survey control.
 EW1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1565.See file dsdata.txt to determine how the superseded data were derived.
 EW1565
 EW1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT825756(NAD 83)
 EW1565_MARKER: S = SPIKE
 EW1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1565_SP_SET: CATCH BASIN
 EW1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1565
 EW1565  HISTORY     - Date     Condition        Report By
 EW1565  HISTORY     - UNK      MONUMENTED       CA1980
 EW1565  HISTORY     - 1945     GOOD             NGS
 EW1565  HISTORY     - 1966     GOOD             NGS
 EW1565
 EW1565                          STATION DESCRIPTION
 EW1565
 EW1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1565'AT LOS ANGELES.
 EW1565'AT LOS ANGELES AT THE INTERSECTION OF LOS FELIZ BLVD. AND HUXLEY
 EW1565'STREET AND IN THE NORTH CURB OF LOS FELIZ BLVD., 60.9 FEET WEST
 EW1565'OF THE WEST CURBLINE OF HUXLEY STREET.  SPIKE IS IN THE EAST
 EW1565'END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1565
 EW1565                          STATION RECOVERY (1966)
 EW1565
 EW1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5446 ***********************************************************************
 DX5446  DESIGNATION -  438
 DX5446  PID         -  DX5446
 DX5446  STATE/COUNTY-  CA/RIVERSIDE
 DX5446  USGS QUAD   -  STEELE PEAK (1978)
 DX5446
 DX5446                         *CURRENT SURVEY CONTROL
 DX5446  ___________________________________________________________________
 DX5446* NAD 83(1986)-  33 50 14.     (N)    117 17 15.     (W)     SCALED    
 DX5446* NAVD 88     -       505.152  (meters)    1657.32   (feet)  ADJUSTED  
 DX5446  ___________________________________________________________________
 DX5446  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DX5446  DYNAMIC HT  -         504.579 (meters)    1655.44  (feet)  COMP
 DX5446  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 DX5446
 DX5446  VERT ORDER  -  FIRST     CLASS II
 DX5446
 DX5446.The horizontal coordinates were scaled from a topographic map and have
 DX5446.an estimated accuracy of +/- 6 seconds.
 DX5446
 DX5446.The orthometric height was determined by differential leveling
 DX5446.and adjusted in January 1993.
 DX5446
 DX5446.The geoid height was determined by GEOID03.
 DX5446
 DX5446.The dynamic height is computed by dividing the NAVD 88
 DX5446.geopotential number by the normal gravity value computed on the
 DX5446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5446.degrees latitude (g = 980.6199 gals.).
 DX5446
 DX5446.The modeled gravity was interpolated from observed gravity values.
 DX5446
 DX5446;                    North         East    Units  Estimated Accuracy
 DX5446;SPC CA 6     -   685,750.    1,903,970.      MT  (+/- 180 meters Scaled)
 DX5446
 DX5446                          SUPERSEDED SURVEY CONTROL
 DX5446
 DX5446.No superseded survey control is available for this station.
 DX5446
 DX5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT733441(NAD 83)
 DX5446_MARKER: A = ALUMINUM MARKER
 DX5446_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5446_SP_SET: FOOTING OF TRAFFIC SIGNAL POLE
 DX5446_STAMPING: BM 438
 DX5446_MARK LOGO: MWDSC 
 DX5446_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5446+STABILITY: SURFACE MOTION
 DX5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5446+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5446
 DX5446  HISTORY     - Date     Condition        Report By
 DX5446  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5446
 DX5446                          STATION DESCRIPTION
 DX5446
 DX5446'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5446'PERRIS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF CAJALCO RD AND
 DX5446'CLARK ST, 44 FEET (13.4 M) NORTH OF CAJALCO RD AND 34 EAST OF CLARK
 DX5446'ST, AT THE FOOTING OF 3 FOOT (0.9 M) BY 3 FOOT (0.9 M) BASE FOR
 DX5446'TRAFFIC SIGNAL POLE, AT SOUTHWEST CORNER OF FOOTING. A STANDARD MWDSC
 DX5446'3-1/4 INCH ALUMINUM DISK SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0569 ***********************************************************************
 GT0569  DESIGNATION -  438 B
 GT0569  PID         -  GT0569
 GT0569  STATE/COUNTY-  CA/TULARE
 GT0569  USGS QUAD   -  LINDSAY (1969)
 GT0569
 GT0569                         *CURRENT SURVEY CONTROL
 GT0569  ___________________________________________________________________
 GT0569* NAD 83(1986)-  36 09 35.     (N)    119 03 36.     (W)     SCALED    
 GT0569* NAVD 88     -       126.20   (+/-2cm)     414.0    (feet)  VERTCON   
 GT0569  ___________________________________________________________________
 GT0569  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 GT0569  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0569
 GT0569.The horizontal coordinates were scaled from a topographic map and have
 GT0569.an estimated accuracy of +/- 6 seconds.
 GT0569
 GT0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0569.The vertical order pertains to the NGVD 29 superseded value.
 GT0569
 GT0569.The geoid height was determined by GEOID03.
 GT0569
 GT0569;                    North         East    Units  Estimated Accuracy
 GT0569;SPC CA 4     -   591,700.    1,994,600.      MT  (+/- 180 meters Scaled)
 GT0569
 GT0569                          SUPERSEDED SURVEY CONTROL
 GT0569
 GT0569  NGVD 29 (??/??/92)  125.378  (m)          411.34   (f) ADJ UNCH    1 2
 GT0569
 GT0569.Superseded values are not recommended for survey control.
 GT0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0569.See file dsdata.txt to determine how the superseded data were derived.
 GT0569
 GT0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA147036(NAD 83)
 GT0569_MARKER: S = SPIKE
 GT0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0569
 GT0569  HISTORY     - Date     Condition        Report By
 GT0569  HISTORY     - UNK      MONUMENTED       BOR
 GT0569  HISTORY     - 1957     GOOD             NGS
 GT0569  HISTORY     - 1972     SEE DESCRIPTION
 GT0569
 GT0569                          STATION DESCRIPTION
 GT0569
 GT0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT0569'1.5 MI N FROM STRATHMORE.
 GT0569'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0569'FROM THE STATION AT STRATHMORE, THENCE 0.5 MILE EAST ALONG
 GT0569'AVENUE 204 (SIXTH AVENUE), IN R27E T20S, IN THE SOUTHWEST QUARTER
 GT0569'OF SECTION 28, 0.1 MILE WEST OF THE FRIANT-KERN CANAL, 19 1/2 FEET
 GT0569'SOUTH OF THE CENTER LINE OF THE AVENUE, 1.5 FEET WEST OF POWER
 GT0569'LINE POLE 391633 E, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 2
 GT0569'FEET LOWER THAN THE AVENUE, AND SET IN THE TOP OF A 2-INCH
 GT0569'CONCRETE FILLED IRON PIPE ENCASED IN CONCRETE 1 FOOT UNDERGROUND.
 GT0569
 GT0569                          STATION RECOVERY (1972)
 GT0569
 GT0569'RECOVERED 1972
 GT0569'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0242 ***********************************************************************
 LT0242  DESIGNATION -  4381.07 LBM
 LT0242  PID         -  LT0242
 LT0242  STATE/COUNTY-  CA/SHASTA
 LT0242  USGS QUAD   -  OLD STATION (1995)
 LT0242
 LT0242                         *CURRENT SURVEY CONTROL
 LT0242  ___________________________________________________________________
 LT0242* NAD 83(1986)-  40 40 32.     (N)    121 26 01.     (W)     SCALED    
 LT0242* NAVD 88     -      1337.25   (+/-2cm)    4387.3    (feet)  VERTCON   
 LT0242  ___________________________________________________________________
 LT0242  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0242  VERT ORDER  -  ? (See Below)
 LT0242
 LT0242.The horizontal coordinates were scaled from a topographic map and have
 LT0242.an estimated accuracy of +/- 6 seconds.
 LT0242
 LT0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0242.The vertical order pertains to the NGVD 29 superseded value.
 LT0242
 LT0242.The geoid height was determined by GEOID03.
 LT0242
 LT0242;                    North         East    Units  Estimated Accuracy
 LT0242;SPC CA 1     -   649,190.    2,047,880.      MT  (+/- 180 meters Scaled)
 LT0242
 LT0242                          SUPERSEDED SURVEY CONTROL
 LT0242
 LT0242  NGVD 29 (??/??/??) 1336.204  (m)         4383.86   (f) ADJUSTED    ?  
 LT0242
 LT0242.Superseded values are not recommended for survey control.
 LT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0242.See file dsdata.txt to determine how the superseded data were derived.
 LT0242
 LT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL323039(NAD 83)
 LT0242_MARKER: S = SPIKE
 LT0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0242_SP_SET: TREE
 LT0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0242
 LT0242  HISTORY     - Date     Condition        Report By
 LT0242  HISTORY     - UNK      MONUMENTED       BLM
 LT0242  HISTORY     - 1935     GOOD             NGS
 LT0242
 LT0242                          STATION DESCRIPTION
 LT0242
 LT0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0242'AT OLD STATION.
 LT0242'AT OLD STATION, SHASTA COUNTY, ON STATE HIGHWAY 89, AND AT THE
 LT0242'BASE OF A PINE TREE.  AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0299 ***********************************************************************
 HR0299  DESIGNATION -  4382
 HR0299  PID         -  HR0299
 HR0299  STATE/COUNTY-  CA/MONO
 HR0299  USGS QUAD   -  CHALFANT VALLEY (1994)
 HR0299
 HR0299                         *CURRENT SURVEY CONTROL
 HR0299  ___________________________________________________________________
 HR0299* NAD 83(1986)-  37 33 43.     (N)    118 22 15.     (W)     SCALED    
 HR0299* NAVD 88     -      1333.447  (meters)    4374.82   (feet)  ADJUSTED  
 HR0299  ___________________________________________________________________
 HR0299  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HR0299  DYNAMIC HT  -        1331.925 (meters)    4369.82  (feet)  COMP
 HR0299  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 HR0299
 HR0299  VERT ORDER  -  FIRST     CLASS II
 HR0299
 HR0299.The horizontal coordinates were scaled from a topographic map and have
 HR0299.an estimated accuracy of +/- 6 seconds.
 HR0299
 HR0299.The orthometric height was determined by differential leveling
 HR0299.and adjusted in June 1991.
 HR0299
 HR0299.The geoid height was determined by GEOID03.
 HR0299
 HR0299.The dynamic height is computed by dividing the NAVD 88
 HR0299.geopotential number by the normal gravity value computed on the
 HR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0299.degrees latitude (g = 980.6199 gals.).
 HR0299
 HR0299.The modeled gravity was interpolated from observed gravity values.
 HR0299
 HR0299;                    North         East    Units  Estimated Accuracy
 HR0299;SPC CA 3     -   620,000.    2,188,090.      MT  (+/- 180 meters Scaled)
 HR0299
 HR0299                          SUPERSEDED SURVEY CONTROL
 HR0299
 HR0299  NGVD 29 (??/??/92) 1332.232  (m)         4370.83   (f) ADJ UNCH    1 2
 HR0299
 HR0299.Superseded values are not recommended for survey control.
 HR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0299.See file dsdata.txt to determine how the superseded data were derived.
 HR0299
 HR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB789580(NAD 83)
 HR0299_MARKER: P = PIPE CAP
 HR0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0299_SP_SET: SHALLOW-SET PIPE
 HR0299_STAMPING: 4382
 HR0299_MARK LOGO: USGS  
 HR0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0299
 HR0299  HISTORY     - Date     Condition        Report By
 HR0299  HISTORY     - UNK      MONUMENTED       USGS
 HR0299  HISTORY     - 1955     GOOD             NGS
 HR0299  HISTORY     - 1986     GOOD             NGS
 HR0299
 HR0299                          STATION DESCRIPTION
 HR0299
 HR0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0299'12.2 MI N FROM LAWS.
 HR0299'0.4 MILE WEST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC
 HR0299'COMPANY RAILROAD STATION AT LAWS, THENCE 11.3 MILES NORTH ALONG
 HR0299'U.S. HIGHWAY 6, THENCE 0.1 MILE NORTHEAST ALONG A DIRT ROAD,
 HR0299'THENCE 0.3 MILE NORTHEAST ALONG A TRACK ROAD, THENCE 0.1 MILE
 HR0299'SOUTHEAST ALONG AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD
 HR0299'BED, 0.4 MILE NORTHEAST OF A GRAVEL STOCKPILE, ON THE OUTSIDE
 HR0299'OF A CURVE, 48 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD
 HR0299'BED, 2.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 HR0299'RAILROAD BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HR0299'PROJECTING 1.6 FEET ABOVE THE GROUND.
 HR0299
 HR0299                          STATION RECOVERY (1986)
 HR0299
 HR0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0299'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.3 KM (14.5
 HR0299'MI) NORTH ALONG US HIGHWAY 6 FROM THE JUNCTION OF US HIGHWAY 395 IN
 HR0299'BISHOP, THENCE 0.73 KM (0.45 MI) EAST ALONG A TRACK ROAD TO A FORK,
 HR0299'THENCE 0.42 KM (0.26 MI) NORTH ALONG THE NORTH FORK TO A Y-JUNCTION,
 HR0299'THENCE 0.45 KM (0.28 MI) NORTHEAST ALONG THE NORTHEAST FORK, THENCE
 HR0299'0.73 KM (0.45 MI) NORTHWEST ALONG AN OLD RAILROAD BED, 15.2 METERS
 HR0299'(50.0 FT) EAST OF THE CENTER OF THE RAILROAD BED.  A CAP ON A
 HR0299'3-1/2-INCH IRON PIPE OF UNKNOWN DEPTH AND PROJECTING 60 CM.
 HR0299'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 HR0299'THE MARK IS ABOVE LEVEL WITH THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0392 ***********************************************************************
 MW0392  DESIGNATION -  4383.42
 MW0392  PID         -  MW0392
 MW0392  STATE/COUNTY-  CA/SISKIYOU
 MW0392  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0392
 MW0392                         *CURRENT SURVEY CONTROL
 MW0392  ___________________________________________________________________
 MW0392* NAD 83(1986)-  41 22 56.     (N)    121 54 31.     (W)     SCALED    
 MW0392* NAVD 88     -      1337.348  (meters)    4387.62   (feet)  ADJUSTED  
 MW0392  ___________________________________________________________________
 MW0392  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 MW0392  DYNAMIC HT  -        1336.402 (meters)    4384.51  (feet)  COMP
 MW0392  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 MW0392
 MW0392  VERT ORDER  -  SECOND    CLASS 0
 MW0392
 MW0392.The horizontal coordinates were scaled from a topographic map and have
 MW0392.an estimated accuracy of +/- 6 seconds.
 MW0392
 MW0392.The orthometric height was determined by differential leveling
 MW0392.and adjusted in June 1991.
 MW0392
 MW0392.The geoid height was determined by GEOID03.
 MW0392
 MW0392.The dynamic height is computed by dividing the NAVD 88
 MW0392.geopotential number by the normal gravity value computed on the
 MW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0392.degrees latitude (g = 980.6199 gals.).
 MW0392
 MW0392.The modeled gravity was interpolated from observed gravity values.
 MW0392
 MW0392;                    North         East    Units  Estimated Accuracy
 MW0392;SPC CA 1     -   727,510.    2,007,640.      MT  (+/- 180 meters Scaled)
 MW0392
 MW0392                          SUPERSEDED SURVEY CONTROL
 MW0392
 MW0392  NGVD 29 (??/??/??) 1336.182  (m)         4383.79   (f) ADJUSTED    2 0
 MW0392
 MW0392.Superseded values are not recommended for survey control.
 MW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0392.See file dsdata.txt to determine how the superseded data were derived.
 MW0392
 MW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL912817(NAD 83)
 MW0392_MARKER: Q = CHISELED SQUARE
 MW0392_SETTING: 66 = SET IN ROCK OUTCROP
 MW0392_SP_SET: ROCK OUTCROP
 MW0392_MARK LOGO: USGS  
 MW0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0392+STABILITY: POSITION/ELEVATION WELL
 MW0392
 MW0392  HISTORY     - Date     Condition        Report By
 MW0392  HISTORY     - UNK      MONUMENTED       USGS
 MW0392  HISTORY     - 1954     GOOD             CGS
 MW0392
 MW0392                          STATION DESCRIPTION
 MW0392
 MW0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0392'7.6 MI NE FROM PILGRIM CREEK EXP STA.
 MW0392'0.2 MILE EAST ALONG A TRACK ROAD FROM THE MAIN BUILDING OF THE
 MW0392'PILGRIM CREEK EXPERIMENTAL STATION, THENCE 0.8 MILE EAST ALONG
 MW0392'MILITARY ROAD, THENCE 6.6 MILES NORTHEAST ALONG A GRADED ROAD,
 MW0392'NEAR THE SUMMIT OF A GRADE, ON THE SOUTHEAST END OF A
 MW0392'2- BY 2-FOOT ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 MW0392'23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.0 FEET WEST OF
 MW0392'BENCH MARK 43 C (U.S.G.S), AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0615 ***********************************************************************
 JS0615  DESIGNATION -  4387.4 USGS
 JS0615  PID         -  JS0615
 JS0615  STATE/COUNTY-  CA/EL DORADO
 JS0615  USGS QUAD   -  DEVIL PEAK (1973)
 JS0615
 JS0615                         *CURRENT SURVEY CONTROL
 JS0615  ___________________________________________________________________
 JS0615* NAD 83(1986)-  38 53 01.     (N)    120 37 16.     (W)     SCALED    
 JS0615* NAVD 88     -      1338.39   (+/-2cm)    4391.0    (feet)  VERTCON   
 JS0615  ___________________________________________________________________
 JS0615  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 JS0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0615
 JS0615.The horizontal coordinates were scaled from a topographic map and have
 JS0615.an estimated accuracy of +/- 6 seconds.
 JS0615
 JS0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0615.The vertical order pertains to the NGVD 29 superseded value.
 JS0615
 JS0615.The geoid height was determined by GEOID03.
 JS0615
 JS0615;                    North         East    Units  Estimated Accuracy
 JS0615;SPC CA 2     -   636,000.    2,119,630.      MT  (+/- 180 meters Scaled)
 JS0615
 JS0615                          SUPERSEDED SURVEY CONTROL
 JS0615
 JS0615  NGVD 29 (??/??/92) 1337.451  (m)         4387.95   (f) ADJ UNCH    2 0
 JS0615
 JS0615.Superseded values are not recommended for survey control.
 JS0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0615.See file dsdata.txt to determine how the superseded data were derived.
 JS0615
 JS0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ063065(NAD 83)
 JS0615_MARKER: N = NAIL
 JS0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0615_SP_SET: OAK TREE ROOT
 JS0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0615
 JS0615  HISTORY     - Date     Condition        Report By
 JS0615  HISTORY     - UNK      MONUMENTED       USGS
 JS0615  HISTORY     - 1948     GOOD             NGS
 JS0615
 JS0615                          STATION DESCRIPTION
 JS0615
 JS0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0615'20.8 MI NE FROM PLACERVILLE.
 JS0615'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JS0615'PLACERVILLE, THENCE 20.3 MILES NORTHEAST ALONG THE MOSQUITO-PINO
 JS0615'GRANDE ROAD, 1.0 MILE NORTHEAST OF PINO GRANDE, 190 FEET SOUTHEAST
 JS0615'OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO UNCLE TOMS CABIN,
 JS0615'ON THE SIDE OF A HILL, 20 FEET SOUTHWEST OF THE ROAD, IN A ROOT
 JS0615'ON THE NORTHEAST SIDE OF A 40-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3239 ***********************************************************************
 DX3239  DESIGNATION -  439
 DX3239  PID         -  DX3239
 DX3239  STATE/COUNTY-  CA/ORANGE
 DX3239  USGS QUAD   -  LA HABRA (1981)
 DX3239
 DX3239                         *CURRENT SURVEY CONTROL
 DX3239  ___________________________________________________________________
 DX3239* NAD 83(1986)-  33 56 28.     (N)    117 52 58.     (W)     SCALED    
 DX3239* NAVD 88     -       134.66   (+/-2cm)     441.8    (feet)  VERTCON   
 DX3239  ___________________________________________________________________
 DX3239  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DX3239  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX3239
 DX3239.The horizontal coordinates were scaled from a topographic map and have
 DX3239.an estimated accuracy of +/- 6 seconds.
 DX3239
 DX3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3239.The vertical order pertains to the NGVD 29 superseded value.
 DX3239
 DX3239.The geoid height was determined by GEOID03.
 DX3239
 DX3239;                    North         East    Units  Estimated Accuracy
 DX3239;SPC CA 6     -   697,980.    1,849,060.      MT  (+/- 180 meters Scaled)
 DX3239
 DX3239                          SUPERSEDED SURVEY CONTROL
 DX3239
 DX3239  NGVD 29 (??/??/??)  133.912  (m)          439.34   (f) ADJUSTED    1 2
 DX3239
 DX3239.Superseded values are not recommended for survey control.
 DX3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3239.See file dsdata.txt to determine how the superseded data were derived.
 DX3239
 DX3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT184559(NAD 83)
 DX3239_MARKER: X = CHISELED CROSS
 DX3239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3239_SP_SET: CULVERT
 DX3239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3239
 DX3239  HISTORY     - Date     Condition        Report By
 DX3239  HISTORY     - UNK      MONUMENTED       CA-059
 DX3239  HISTORY     - 1949     GOOD             NGS
 DX3239
 DX3239                          STATION DESCRIPTION
 DX3239
 DX3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX3239'1.9 MI NE FROM BREA.
 DX3239'ABOUT 1.5 MILES NORTHEAST ALONG THE BREA CANYON ROAD FROM THE
 DX3239'GRAMMAR SCHOOL AT THE NORTH EDGE OF BREA.  IT IS A CHISELED 2
 DX3239'INCH SQUARE ON THE TOP CENTER OF THE SOUTH HEAD WALL OF CULVERT
 DX3239'MILE 1.01.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5447 ***********************************************************************
 DX5447  DESIGNATION -  439
 DX5447  PID         -  DX5447
 DX5447  STATE/COUNTY-  CA/RIVERSIDE
 DX5447  USGS QUAD   -  STEELE PEAK (1978)
 DX5447
 DX5447                         *CURRENT SURVEY CONTROL
 DX5447  ___________________________________________________________________
 DX5447* NAD 83(1986)-  33 50 14.     (N)    117 18 07.     (W)     SCALED    
 DX5447* NAVD 88     -       497.133  (meters)    1631.01   (feet)  ADJUSTED  
 DX5447  ___________________________________________________________________
 DX5447  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DX5447  DYNAMIC HT  -         496.567 (meters)    1629.15  (feet)  COMP
 DX5447  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 DX5447
 DX5447  VERT ORDER  -  FIRST     CLASS II
 DX5447
 DX5447.The horizontal coordinates were scaled from a topographic map and have
 DX5447.an estimated accuracy of +/- 6 seconds.
 DX5447
 DX5447.The orthometric height was determined by differential leveling
 DX5447.and adjusted in January 1993.
 DX5447
 DX5447.The geoid height was determined by GEOID03.
 DX5447
 DX5447.The dynamic height is computed by dividing the NAVD 88
 DX5447.geopotential number by the normal gravity value computed on the
 DX5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5447.degrees latitude (g = 980.6199 gals.).
 DX5447
 DX5447.The modeled gravity was interpolated from observed gravity values.
 DX5447
 DX5447;                    North         East    Units  Estimated Accuracy
 DX5447;SPC CA 6     -   685,760.    1,902,630.      MT  (+/- 180 meters Scaled)
 DX5447
 DX5447                          SUPERSEDED SURVEY CONTROL
 DX5447
 DX5447.No superseded survey control is available for this station.
 DX5447
 DX5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT720441(NAD 83)
 DX5447_MARKER: A = ALUMINUM MARKER
 DX5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5447_SP_SET: CONCRETE POST
 DX5447_STAMPING: BM 439
 DX5447_MARK LOGO: MWDSC 
 DX5447_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5447+STABILITY: SURFACE MOTION
 DX5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5447+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 DX5447
 DX5447  HISTORY     - Date     Condition        Report By
 DX5447  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5447  HISTORY     - 19930604 GOOD             MWDSC
 DX5447
 DX5447                          STATION DESCRIPTION
 DX5447
 DX5447'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5447'PERRIS, 0.3 MILE (0.5 KM) WEST ALONG CAJALCO RD FROM THE INTERSECTION
 DX5447'OF BROWN ST, 32 FEET (9.8 M) NORTH OF CAJALCO RD, 4 FEET (1.2 M) WEST
 DX5447'OF A TELEPHONE ELECTRIC METER BOX AND 5 FEET (1.5 M) EAST OF POWER
 DX5447'POLE 2276954E. A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET IN 8
 DX5447'INCH DIAMETER CONCRETE POST FLUSH WITH THE GROUND.
 DX5447
 DX5447                          STATION RECOVERY (1993)
 DX5447
 DX5447'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX5447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0498 ***********************************************************************
 DC0498  DESIGNATION -  439.83 USGS
 DC0498  PID         -  DC0498
 DC0498  STATE/COUNTY-  CA/SAN DIEGO
 DC0498  USGS QUAD   -  EL CAJON (1975)
 DC0498
 DC0498                         *CURRENT SURVEY CONTROL
 DC0498  ___________________________________________________________________
 DC0498* NAD 83(1986)-  32 52 00.     (N)    116 53 37.     (W)     SCALED    
 DC0498* NAVD 88     -       134.36   (+/-2cm)     440.8    (feet)  VERTCON   
 DC0498  ___________________________________________________________________
 DC0498  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 DC0498  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0498
 DC0498.The horizontal coordinates were scaled from a topographic map and have
 DC0498.an estimated accuracy of +/- 6 seconds.
 DC0498
 DC0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0498.The vertical order pertains to the NGVD 29 superseded value.
 DC0498
 DC0498.The geoid height was determined by GEOID03.
 DC0498
 DC0498;                    North         East    Units  Estimated Accuracy
 DC0498;SPC CA 6     -   577,820.    1,939,760.      MT  (+/- 180 meters Scaled)
 DC0498
 DC0498                          SUPERSEDED SURVEY CONTROL
 DC0498
 DC0498  NGVD 29 (??/??/??)  133.733  (m)          438.76   (f) ADJUSTED    1 2
 DC0498
 DC0498.Superseded values are not recommended for survey control.
 DC0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0498.See file dsdata.txt to determine how the superseded data were derived.
 DC0498
 DC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS099365(NAD 83)
 DC0498_MARKER: DD = SURVEY DISK
 DC0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0498_STAMPING: 439.83
 DC0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0498+STABILITY: SURFACE MOTION
 DC0498
 DC0498  HISTORY     - Date     Condition        Report By
 DC0498  HISTORY     - UNK      MONUMENTED       USGS
 DC0498  HISTORY     - 1955     GOOD             NGS
 DC0498
 DC0498                          STATION DESCRIPTION
 DC0498
 DC0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0498'2 MI NE FROM LAKESIDE.
 DC0498'2.0 MILES NORTHEAST ALONG SYCAMORE AND ELM STREETS FROM THE
 DC0498'SECURITY TRUST AND SAVINGS BANK AT LAKESIDE, AT THE EL MONTE
 DC0498'PUMPING PLANT OF LA MESA, LEMON GROVE, AND SPRING VALLEY
 DC0498'IRRIGATION DISTRICT, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DC0498'STREET, 16.0 FEET NORTH OF THE NORTH CORNER OF THE PLANT BUILDING,
 DC0498'4 FEET SOUTHEAST OF POWER LINE POLE 7757-R, 2.0 FEET NORTHWEST
 DC0498'OF THE NORTHWEST EDGE OF A CONCRETE WATER BASIN, ABOUT LEVEL
 DC0498'WITH THE ROAD, UNDER A HEDGE, FLUSH WITH THE GROUND, AND SET IN
 DC0498'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0513 ***********************************************************************
 KS0513  DESIGNATION -  4397.64 USBPR
 KS0513  PID         -  KS0513
 KS0513  STATE/COUNTY-  CA/PLUMAS
 KS0513  USGS QUAD   -  SPRING GARDEN (1975)
 KS0513
 KS0513                         *CURRENT SURVEY CONTROL
 KS0513  ___________________________________________________________________
 KS0513* NAD 83(1986)-  39 52 43.     (N)    120 45 52.     (W)     SCALED    
 KS0513* NAVD 88     -      1342.694  (meters)    4405.16   (feet)  ADJUSTED  
 KS0513  ___________________________________________________________________
 KS0513  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KS0513  DYNAMIC HT  -        1341.572 (meters)    4401.47  (feet)  COMP
 KS0513  MODELED GRAV-     979,743.9   (mgal)                       NAVD 88
 KS0513
 KS0513  VERT ORDER  -  SECOND    CLASS 0
 KS0513
 KS0513.The horizontal coordinates were scaled from a topographic map and have
 KS0513.an estimated accuracy of +/- 6 seconds.
 KS0513
 KS0513.The orthometric height was determined by differential leveling
 KS0513.and adjusted in June 1991.
 KS0513
 KS0513.The geoid height was determined by GEOID03.
 KS0513
 KS0513.The dynamic height is computed by dividing the NAVD 88
 KS0513.geopotential number by the normal gravity value computed on the
 KS0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0513.degrees latitude (g = 980.6199 gals.).
 KS0513
 KS0513.The modeled gravity was interpolated from observed gravity values.
 KS0513
 KS0513;                    North         East    Units  Estimated Accuracy
 KS0513;SPC CA 1     -   561,290.    2,105,700.      MT  (+/- 180 meters Scaled)
 KS0513
 KS0513                          SUPERSEDED SURVEY CONTROL
 KS0513
 KS0513  NGVD 29 (??/??/??) 1341.696  (m)         4401.88   (f) ADJUSTED    2 0
 KS0513
 KS0513.Superseded values are not recommended for survey control.
 KS0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0513.See file dsdata.txt to determine how the superseded data were derived.
 KS0513
 KS0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK911166(NAD 83)
 KS0513_MARKER: DD = SURVEY DISK
 KS0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0513_STAMPING: 4397.64 FEET 1928 BPR
 KS0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0513
 KS0513  HISTORY     - Date     Condition        Report By
 KS0513  HISTORY     - 1928     MONUMENTED       BPR
 KS0513  HISTORY     - 1971     GOOD             NGS
 KS0513  HISTORY     - 20040311 GOOD             CADT
 KS0513
 KS0513                          STATION DESCRIPTION
 KS0513
 KS0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KS0513'1.7 MI SE FROM SPRING GARDEN.
 KS0513'ABOUT 12 MILES SOUTHEAST ALONG STATE HIGHWAY 70 FROM QUINCY,
 KS0513'PLUMAS COUNTY, ABOUT 1.7 MILES SOUTHEAST ALONG HIGHWAY 70
 KS0513'FROM THE POST OFFICE IN SPRING GARDEN, 900 FEET EAST ALONG
 KS0513'HIGHWAY FROM A HIGHWAY CURVE LEFT, ALONG A TANGENT WITH A
 KS0513'BEARING OF S 87 DEG 00 FT E., 172 FEET SOUTH OF THE CENTER
 KS0513'LINE OF THE HIGHWAY.  A BPR   STANDARD DISK ON AN IRON PIPE
 KS0513'16 INCHES ABOVE GROUND AND STAMPED 4397.64 1928
 KS0513
 KS0513                          STATION RECOVERY (2004)
 KS0513
 KS0513'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2694 ***********************************************************************
 EV2694  DESIGNATION -  44 1
 EV2694  PID         -  EV2694
 EV2694  STATE/COUNTY-  CA/LOS ANGELES
 EV2694  USGS QUAD   -  SAN DIMAS (1981)
 EV2694
 EV2694                         *CURRENT SURVEY CONTROL
 EV2694  ___________________________________________________________________
 EV2694* NAD 83(1986)-  34 00 51.     (N)    117 50 36.     (W)     SCALED    
 EV2694* NAVD 88     -       172.364  (meters)     565.50   (feet)  READJUSTED
 EV2694  ___________________________________________________________________
 EV2694  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EV2694  DYNAMIC HT  -         172.180 (meters)     564.89  (feet)  COMP
 EV2694  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 EV2694
 EV2694  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2694
 EV2694.The horizontal coordinates were scaled from a topographic map and have
 EV2694.an estimated accuracy of +/- 6 seconds.
 EV2694
 EV2694.The orthometric height was determined by differential leveling
 EV2694.and adjusted in February 1993.
 EV2694.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2694.distribution rate of 0.0 thru 1.0 mm/km.
 EV2694.The height was derived from older observations constrained to new
 EV2694.heights in a crustal motion area.  The height is approximate in
 EV2694.relation to other heights in its vicinity.
 EV2694
 EV2694.The geoid height was determined by GEOID03.
 EV2694
 EV2694.The dynamic height is computed by dividing the NAVD 88
 EV2694.geopotential number by the normal gravity value computed on the
 EV2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2694.degrees latitude (g = 980.6199 gals.).
 EV2694
 EV2694.The modeled gravity was interpolated from observed gravity values.
 EV2694
 EV2694;                    North         East    Units  Estimated Accuracy
 EV2694;SPC CA 5     -   557,050.    2,014,470.      MT  (+/- 180 meters Scaled)
 EV2694
 EV2694                          SUPERSEDED SURVEY CONTROL
 EV2694
 EV2694  NGVD 29 (??/??/92)  171.614  (m)          563.04   (f) ADJ UNCH    1 1
 EV2694
 EV2694.Superseded values are not recommended for survey control.
 EV2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2694.See file dsdata.txt to determine how the superseded data were derived.
 EV2694
 EV2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221640(NAD 83)
 EV2694_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2694_SP_SET: WELL
 EV2694_STAMPING: BM 44-1 1955 63
 EV2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2694
 EV2694  HISTORY     - Date     Condition        Report By
 EV2694  HISTORY     - 1955     MONUMENTED       CA-037
 EV2694  HISTORY     - 1968     GOOD             NGS
 EV2694  HISTORY     - 1978     GOOD             NGS
 EV2694
 EV2694                          STATION DESCRIPTION
 EV2694
 EV2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2694'0.7 MI SE FROM WALNUT.
 EV2694'0.7 MI SE OF THE WALNUT CITY HALL, OLD BREA CANYON ROAD AT THE
 EV2694'ANGLE POINT ABOUT 0.51 MI S OF VALLEY BLVD, 39.1 FT NW OF PP
 EV2694'47061E, 16.0 FT E. OF GUY POLE 45688E AND 11.0 FT NW OF THE
 EV2694'CENTER OF THE CONCRETE PAVEMENT.  SET ABOUT 9 INCHES BELOW
 EV2694'THE SURFACE IN A WLL AND PROTECTED BY A CAST IRON COVER MARKED
 EV2694'COUNTY SURVEYOR MONUMENT.
 EV2694
 EV2694                          STATION RECOVERY (1978)
 EV2694
 EV2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1635 ***********************************************************************
 JT1635  DESIGNATION -  44 1
 JT1635  PID         -  JT1635
 JT1635  STATE/COUNTY-  CA/NAPA
 JT1635  USGS QUAD   -  NAPA (1980)
 JT1635
 JT1635                         *CURRENT SURVEY CONTROL
 JT1635  ___________________________________________________________________
 JT1635* NAD 83(1986)-  38 15 21.     (N)    122 20 48.     (W)     SCALED    
 JT1635* NAVD 88     -        34.34   (+/-2cm)     112.7    (feet)  VERTCON   
 JT1635  ___________________________________________________________________
 JT1635  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1635  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1635
 JT1635.The horizontal coordinates were scaled from a topographic map and have
 JT1635.an estimated accuracy of +/- 6 seconds.
 JT1635
 JT1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1635.The vertical order pertains to the NGVD 29 superseded value.
 JT1635
 JT1635.The geoid height was determined by GEOID03.
 JT1635
 JT1635;                    North         East    Units  Estimated Accuracy
 JT1635;SPC CA 2     -   565,460.    1,969,660.      MT  (+/- 180 meters Scaled)
 JT1635
 JT1635                          SUPERSEDED SURVEY CONTROL
 JT1635
 JT1635  NGVD 29 (??/??/92)   33.570  (m)          110.14   (f) ADJ UNCH    1 1
 JT1635
 JT1635.Superseded values are not recommended for survey control.
 JT1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1635.See file dsdata.txt to determine how the superseded data were derived.
 JT1635
 JT1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH571344(NAD 83)
 JT1635_MARKER: DD = SURVEY DISK
 JT1635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1635_SP_SET: HEADWALL
 JT1635_MARK LOGO: CA2330
 JT1635_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1635+STABILITY: SURFACE MOTION
 JT1635
 JT1635  HISTORY     - Date     Condition        Report By
 JT1635  HISTORY     - 1971     MONUMENTED       CA2330
 JT1635
 JT1635                          STATION DESCRIPTION
 JT1635
 JT1635'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1635'AT THE INTERSECTION OF DUHIG ROAD AND SONOMA HIGHWAY, SOUTHWEST CORNER
 JT1635'CENTERLINE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2695 ***********************************************************************
 EV2695  DESIGNATION -  44 1 A
 EV2695  PID         -  EV2695
 EV2695  STATE/COUNTY-  CA/LOS ANGELES
 EV2695  USGS QUAD   -  SAN DIMAS (1981)
 EV2695
 EV2695                         *CURRENT SURVEY CONTROL
 EV2695  ___________________________________________________________________
 EV2695* NAD 83(1986)-  34 00 54.     (N)    117 50 34.     (W)     SCALED    
 EV2695* NAVD 88     -       172.169  (meters)     564.86   (feet)  READJUSTED
 EV2695  ___________________________________________________________________
 EV2695  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EV2695  DYNAMIC HT  -         171.980 (meters)     564.24  (feet)  COMP
 EV2695  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 EV2695
 EV2695  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2695
 EV2695.The horizontal coordinates were scaled from a topographic map and have
 EV2695.an estimated accuracy of +/- 6 seconds.
 EV2695
 EV2695.The orthometric height was determined by differential leveling
 EV2695.and adjusted in February 1993.
 EV2695.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2695.distribution rate of 0.0 thru 1.0 mm/km.
 EV2695.The height was derived from older observations constrained to new
 EV2695.heights in a crustal motion area.  The height is approximate in
 EV2695.relation to other heights in its vicinity.
 EV2695
 EV2695.The geoid height was determined by GEOID03.
 EV2695
 EV2695.The dynamic height is computed by dividing the NAVD 88
 EV2695.geopotential number by the normal gravity value computed on the
 EV2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2695.degrees latitude (g = 980.6199 gals.).
 EV2695
 EV2695.The modeled gravity was interpolated from observed gravity values.
 EV2695
 EV2695;                    North         East    Units  Estimated Accuracy
 EV2695;SPC CA 5     -   557,140.    2,014,520.      MT  (+/- 180 meters Scaled)
 EV2695
 EV2695                          SUPERSEDED SURVEY CONTROL
 EV2695
 EV2695  NGVD 29 (??/??/92)  171.419  (m)          562.40   (f) ADJ UNCH    1 1
 EV2695
 EV2695.Superseded values are not recommended for survey control.
 EV2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2695.See file dsdata.txt to determine how the superseded data were derived.
 EV2695
 EV2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221641(NAD 83)
 EV2695_MARKER: N = NAIL
 EV2695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2695_SP_SET: CULVERT
 EV2695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2695
 EV2695  HISTORY     - Date     Condition        Report By
 EV2695  HISTORY     - UNK      MONUMENTED       CA-037
 EV2695  HISTORY     - 1968     GOOD             NGS
 EV2695  HISTORY     - 1978     GOOD             NGS
 EV2695
 EV2695                          STATION DESCRIPTION
 EV2695
 EV2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2695'0.7 MI SE FROM WALNUT.
 EV2695'0.7 MI SE OF THE WALNUT CITY HALL, OLD BREA CANYON ROAD AT THE
 EV2695'CULVERT ABOUT 0.5 MI S OF VALLEY BLVD, SET AT THE N END OF THE
 EV2695'E HEADWALL OF THE CULVERT.  THE HEADWALL IS PAITNED BM CSD.  A
 EV2695'NAIL AND LEAD IN CONCRETE.
 EV2695
 EV2695                          STATION RECOVERY (1978)
 EV2695
 EV2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2693 ***********************************************************************
 EV2693  DESIGNATION -  44 2
 EV2693  PID         -  EV2693
 EV2693  STATE/COUNTY-  CA/LOS ANGELES
 EV2693  USGS QUAD   -  SAN DIMAS (1981)
 EV2693
 EV2693                         *CURRENT SURVEY CONTROL
 EV2693  ___________________________________________________________________
 EV2693* NAD 83(1986)-  34 00 33.     (N)    117 50 48.     (W)     SCALED    
 EV2693* NAVD 88     -       167.52   (+/-2cm)     549.6    (feet)  VERTCON   
 EV2693  ___________________________________________________________________
 EV2693  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 EV2693  VERT ORDER  -  THIRD (See Below)
 EV2693
 EV2693.The horizontal coordinates were scaled from a topographic map and have
 EV2693.an estimated accuracy of +/- 6 seconds.
 EV2693
 EV2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2693.The vertical order pertains to the NGVD 29 superseded value.
 EV2693
 EV2693.The geoid height was determined by GEOID03.
 EV2693
 EV2693;                    North         East    Units  Estimated Accuracy
 EV2693;SPC CA 5     -   556,490.    2,014,160.      MT  (+/- 180 meters Scaled)
 EV2693
 EV2693                          SUPERSEDED SURVEY CONTROL
 EV2693
 EV2693  NGVD 29 (??/??/??)  166.76   (m)          547.1    (f) RESET       3  
 EV2693
 EV2693.Superseded values are not recommended for survey control.
 EV2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2693.See file dsdata.txt to determine how the superseded data were derived.
 EV2693
 EV2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218634(NAD 83)
 EV2693_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EV2693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2693_SP_SET: WELL
 EV2693_STAMPING: BM 44-2 1955 63
 EV2693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2693
 EV2693  HISTORY     - Date     Condition        Report By
 EV2693  HISTORY     - 1955     MONUMENTED       CA-037
 EV2693  HISTORY     - 1968     GOOD             NGS
 EV2693  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2693
 EV2693                          STATION DESCRIPTION
 EV2693
 EV2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2693'0.7 MI SE FROM WALNUT.
 EV2693'0.7 MI SE OF THE WALNUT CITY HALL, OLD BREA CANYON ROAD AND
 EV2693'CURRIER ROAD, 11.1 FT W OF THE CENTER LINE OF OLD BREA CANYON
 EV2693'ROAD AND 4.0 FT S. OF THE CENTER OF CURRIER RD, SET ABOUT 10
 EV2693'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON
 EV2693'COVER MARKED COUNTY SURVEYOR MONUMENT.
 EV2693
 EV2693                          STATION RECOVERY (1978)
 EV2693
 EV2693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1628 ***********************************************************************
 JT1628  DESIGNATION -  44 2
 JT1628  PID         -  JT1628
 JT1628  STATE/COUNTY-  CA/NAPA
 JT1628  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1628
 JT1628                         *CURRENT SURVEY CONTROL
 JT1628  ___________________________________________________________________
 JT1628* NAD 83(1986)-  38 14 26.     (N)    122 21 12.     (W)     SCALED    
 JT1628* NAVD 88     -        30.04   (+/-2cm)      98.6    (feet)  VERTCON   
 JT1628  ___________________________________________________________________
 JT1628  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JT1628  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1628
 JT1628.The horizontal coordinates were scaled from a topographic map and have
 JT1628.an estimated accuracy of +/- 6 seconds.
 JT1628
 JT1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1628.The vertical order pertains to the NGVD 29 superseded value.
 JT1628
 JT1628.The geoid height was determined by GEOID03.
 JT1628
 JT1628;                    North         East    Units  Estimated Accuracy
 JT1628;SPC CA 2     -   563,770.    1,969,070.      MT  (+/- 180 meters Scaled)
 JT1628
 JT1628                          SUPERSEDED SURVEY CONTROL
 JT1628
 JT1628  NGVD 29 (??/??/92)   29.288  (m)           96.09   (f) ADJ UNCH    1 1
 JT1628
 JT1628.Superseded values are not recommended for survey control.
 JT1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1628.See file dsdata.txt to determine how the superseded data were derived.
 JT1628
 JT1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH565327(NAD 83)
 JT1628_MARKER: DD = SURVEY DISK
 JT1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1628_SP_SET: GAS REG PIT
 JT1628_MARK LOGO: CA2330
 JT1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1628
 JT1628  HISTORY     - Date     Condition        Report By
 JT1628  HISTORY     - 1971     MONUMENTED       CA2330
 JT1628
 JT1628                          STATION DESCRIPTION
 JT1628
 JT1628'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1628'ALONG DUHIG ROAD, 0.5 MI (0.8 KM) SOUTH OF DUTRA DAIRY, WEST SIDE,
 JT1628'NORTHWEST CORNER OF GAS REG PIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0680 ***********************************************************************
 DY0680  DESIGNATION -  44 28 LACFCD
 DY0680  PID         -  DY0680
 DY0680  STATE/COUNTY-  CA/LOS ANGELES
 DY0680  USGS QUAD   -  LONG BEACH (1981)
 DY0680
 DY0680                         *CURRENT SURVEY CONTROL
 DY0680  ___________________________________________________________________
 DY0680* NAD 83(1986)-  33 50 48.     (N)    118 12 33.     (W)     SCALED    
 DY0680* NAVD 88     -        13.14   (+/-2cm)      43.1    (feet)  VERTCON   
 DY0680  ___________________________________________________________________
 DY0680  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0680
 DY0680.The horizontal coordinates were scaled from a topographic map and have
 DY0680.an estimated accuracy of +/- 6 seconds.
 DY0680
 DY0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0680.The vertical order pertains to the NGVD 29 superseded value.
 DY0680
 DY0680.The geoid height was determined by GEOID03.
 DY0680
 DY0680;                    North         East    Units  Estimated Accuracy
 DY0680;SPC CA 5     -   538,480.    1,980,640.      MT  (+/- 180 meters Scaled)
 DY0680
 DY0680                          SUPERSEDED SURVEY CONTROL
 DY0680
 DY0680  NGVD 29 (??/??/92)   12.384  (m)           40.63   (f) ADJ UNCH    1 2
 DY0680
 DY0680.Superseded values are not recommended for survey control.
 DY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0680.See file dsdata.txt to determine how the superseded data were derived.
 DY0680
 DY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT881458(NAD 83)
 DY0680_MARKER: DD = SURVEY DISK
 DY0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0680_SP_SET: BRIDGE
 DY0680_STAMPING: BM 44-28
 DY0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0680
 DY0680  HISTORY     - Date     Condition        Report By
 DY0680  HISTORY     - UNK      MONUMENTED       CA-037
 DY0680  HISTORY     - 1946     GOOD             NGS
 DY0680  HISTORY     - 1961     GOOD             NGS
 DY0680
 DY0680                          STATION DESCRIPTION
 DY0680
 DY0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0680'3.7 MI SE FROM COMPTON.
 DY0680'3.7 MILES SOUTH AND EAST, 3.1 MILES SOUTH ALONG SOUTHERN PACIFIC
 DY0680'RAILWAY FROM STATION AT COMPTON, THENCE 0.6 MILE EAST ALONG DEL
 DY0680'AMO STREET, AT COYOTE CREEK, APPROXIMATELY 90 FEET SOUTHEAST
 DY0680'OF THE WEST END OF THE LARGE BRIDGE OVER COYOTE CREEK, SET IN
 DY0680'THE CENTER OF A LARGE ROCK AND CONCRETE CULVERT WHICH IS ON THE
 DY0680'WEST BANK OF COYOTE CREEK, 15.0 FEET LOWER THAN THE SURFACE OF
 DY0680'THE BRIDGE.  A LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD
 DY0680'DISK, STAMPED BM 44-28.
 DY0680
 DY0680                          STATION RECOVERY (1961)
 DY0680
 DY0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0681 ***********************************************************************
 DY0681  DESIGNATION -  44 28 RM LACRD
 DY0681  PID         -  DY0681
 DY0681  STATE/COUNTY-  CA/LOS ANGELES
 DY0681  USGS QUAD   -  LONG BEACH (1981)
 DY0681
 DY0681                         *CURRENT SURVEY CONTROL
 DY0681  ___________________________________________________________________
 DY0681* NAD 83(1986)-  33 50 48.     (N)    118 12 28.     (W)     SCALED    
 DY0681* NAVD 88     -        13.00   (+/-2cm)      42.7    (feet)  VERTCON   
 DY0681  ___________________________________________________________________
 DY0681  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0681  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0681
 DY0681.The horizontal coordinates were scaled from a topographic map and have
 DY0681.an estimated accuracy of +/- 6 seconds.
 DY0681
 DY0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0681.The vertical order pertains to the NGVD 29 superseded value.
 DY0681
 DY0681.The geoid height was determined by GEOID03.
 DY0681
 DY0681;                    North         East    Units  Estimated Accuracy
 DY0681;SPC CA 5     -   538,480.    1,980,770.      MT  (+/- 180 meters Scaled)
 DY0681
 DY0681                          SUPERSEDED SURVEY CONTROL
 DY0681
 DY0681  NGVD 29 (??/??/92)   12.246  (m)           40.18   (f) ADJ UNCH    1 2
 DY0681
 DY0681.Superseded values are not recommended for survey control.
 DY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0681.See file dsdata.txt to determine how the superseded data were derived.
 DY0681
 DY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT882458(NAD 83)
 DY0681_MARKER: DD = SURVEY DISK
 DY0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0681_SP_SET: BRIDGE
 DY0681_STAMPING: RBM 44-28
 DY0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0681
 DY0681  HISTORY     - Date     Condition        Report By
 DY0681  HISTORY     - UNK      MONUMENTED       CA-037
 DY0681  HISTORY     - 1946     GOOD             NGS
 DY0681  HISTORY     - 1961     GOOD             NGS
 DY0681
 DY0681                          STATION DESCRIPTION
 DY0681
 DY0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0681'3.8 MI SE FROM COMPTON.
 DY0681'3.1 MILES SOUTH ALONG SOUTHERN PACIFIC RAILWAY FROM STATION AT
 DY0681'COMPTON, THENCE 0.7 MILE EAST ALONG DEL AMO STREET, AT COYOTE
 DY0681'CREEK, 75 FEET SOUTH OF THE EAST END OF THE LARGE BRIDGE OVER
 DY0681'COYOTE CREEK, SET IN THE CENTER OF A ROCK AND CONCRETE HEADWALL
 DY0681'WHICH IS ON THE EAST BANK OF THE CREEK, 16 FEET LOWER THAN THE
 DY0681'SURFACE OF THE BRIDGE.  A LOS ANGELES COUNTY FLOOD CONTROL
 DY0681'DISTRICT STANDARD DISK, STAMPED R BM 44-28.
 DY0681
 DY0681                          STATION RECOVERY (1961)
 DY0681
 DY0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1618 ***********************************************************************
 JT1618  DESIGNATION -  44 3
 JT1618  PID         -  JT1618
 JT1618  STATE/COUNTY-  CA/NAPA
 JT1618  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1618
 JT1618                         *CURRENT SURVEY CONTROL
 JT1618  ___________________________________________________________________
 JT1618* NAD 83(1986)-  38 13 24.     (N)    122 21 12.     (W)     SCALED    
 JT1618* NAVD 88     -         6.24   (+/-2cm)      20.5    (feet)  VERTCON   
 JT1618  ___________________________________________________________________
 JT1618  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JT1618  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1618
 JT1618.The horizontal coordinates were scaled from a topographic map and have
 JT1618.an estimated accuracy of +/- 6 seconds.
 JT1618
 JT1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1618.The vertical order pertains to the NGVD 29 superseded value.
 JT1618
 JT1618.The geoid height was determined by GEOID03.
 JT1618
 JT1618;                    North         East    Units  Estimated Accuracy
 JT1618;SPC CA 2     -   561,860.    1,969,060.      MT  (+/- 180 meters Scaled)
 JT1618
 JT1618                          SUPERSEDED SURVEY CONTROL
 JT1618
 JT1618  NGVD 29 (??/??/92)    5.50   (m)           18.0    (f) COMPUTED    1 1
 JT1618
 JT1618.Superseded values are not recommended for survey control.
 JT1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1618.See file dsdata.txt to determine how the superseded data were derived.
 JT1618
 JT1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH566307(NAD 83)
 JT1618_MARKER: DD = SURVEY DISK
 JT1618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1618_SP_SET: BRIDGE WINGWALL
 JT1618_MARK LOGO: CA2330
 JT1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1618+STABILITY: SURFACE MOTION
 JT1618
 JT1618  HISTORY     - Date     Condition        Report By
 JT1618  HISTORY     - 1971     MONUMENTED       CA2330
 JT1618
 JT1618                          STATION DESCRIPTION
 JT1618
 JT1618'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1618'ALONG DUHIG ROAD AT HUICHICA CREEK BRIDGE, IN THE NORTHEAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0469 ***********************************************************************
 DY0469  DESIGNATION -  44 32 LACFCD
 DY0469  PID         -  DY0469
 DY0469  STATE/COUNTY-  CA/LOS ANGELES
 DY0469  USGS QUAD   -  LONG BEACH (1981)
 DY0469
 DY0469                         *CURRENT SURVEY CONTROL
 DY0469  ___________________________________________________________________
 DY0469* NAD 83(1986)-  33 51 59.     (N)    118 12 57.     (W)     SCALED    
 DY0469* NAVD 88     -        16.84   (+/-2cm)      55.2    (feet)  VERTCON   
 DY0469  ___________________________________________________________________
 DY0469  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0469  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0469
 DY0469.The horizontal coordinates were scaled from a topographic map and have
 DY0469.an estimated accuracy of +/- 6 seconds.
 DY0469
 DY0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0469.The vertical order pertains to the NGVD 29 superseded value.
 DY0469
 DY0469.The geoid height was determined by GEOID03.
 DY0469
 DY0469;                    North         East    Units  Estimated Accuracy
 DY0469;SPC CA 5     -   540,660.    1,980,030.      MT  (+/- 180 meters Scaled)
 DY0469
 DY0469                          SUPERSEDED SURVEY CONTROL
 DY0469
 DY0469  NGVD 29 (??/??/92)   16.09   (m)           52.8    (f) COMPUTED    1 2
 DY0469
 DY0469.Superseded values are not recommended for survey control.
 DY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0469.See file dsdata.txt to determine how the superseded data were derived.
 DY0469
 DY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT875480(NAD 83)
 DY0469_MARKER: DD = SURVEY DISK
 DY0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0469_SP_SET: BRIDGE
 DY0469_STAMPING: BM 44 32
 DY0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0469
 DY0469  HISTORY     - Date     Condition        Report By
 DY0469  HISTORY     - UNK      MONUMENTED       CA-037
 DY0469  HISTORY     - 1955     GOOD             NGS
 DY0469  HISTORY     - 1964     GOOD             NGS
 DY0469
 DY0469                          STATION DESCRIPTION
 DY0469
 DY0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0469'0.4 MI N FROM DOMINGUEZ JUNCTION.
 DY0469'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DY0469'DOMINGUEZ TOWER AT DOMINGUEZ JUNCTION, ACROSS THE TRACK AND
 DY0469'SOUTH ALAMEDA STREET FROM A FENCE AROUND DOMINGUEZ RANCH GROUNDS,
 DY0469'AT A GAS LINE VALVE WELL, IN THE TOP OF THE SOUTHEAST CORNER
 DY0469'OF THE CONCRETE WALL, 150 FEET NORTH OF THE WEST END OF AN OLD
 DY0469'WOODEN BRIDGE OVER A LARGE DRAIN, 57.5 FEET EAST OF THE EAST
 DY0469'RAIL OF THE TRACK, 15 FEET WEST OF THE CENTER OF THE WEST BANK
 DY0469'OF THE DRAIN, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND 1 FOOT
 DY0469'ABOVE THE GROUND.
 DY0469
 DY0469                          STATION RECOVERY (1964)
 DY0469
 DY0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0467 ***********************************************************************
 DY0467  DESIGNATION -  44 33
 DY0467  PID         -  DY0467
 DY0467  STATE/COUNTY-  CA/LOS ANGELES
 DY0467  USGS QUAD   -  LONG BEACH (1981)
 DY0467
 DY0467                         *CURRENT SURVEY CONTROL
 DY0467  ___________________________________________________________________
 DY0467* NAD 83(1986)-  33 52 21.     (N)    118 13 03.     (W)     SCALED    
 DY0467* NAVD 88     -        19.853  (meters)      65.13   (feet)  ADJUSTED  
 DY0467  ___________________________________________________________________
 DY0467  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY0467  DYNAMIC HT  -          19.831 (meters)      65.06  (feet)  COMP
 DY0467  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DY0467
 DY0467  VERT ORDER  -  FIRST     CLASS II
 DY0467
 DY0467.The horizontal coordinates were scaled from a topographic map and have
 DY0467.an estimated accuracy of +/- 6 seconds.
 DY0467
 DY0467.The orthometric height was determined by differential leveling
 DY0467.and adjusted in February 1997.
 DY0467
 DY0467.The geoid height was determined by GEOID03.
 DY0467
 DY0467.The dynamic height is computed by dividing the NAVD 88
 DY0467.geopotential number by the normal gravity value computed on the
 DY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0467.degrees latitude (g = 980.6199 gals.).
 DY0467
 DY0467.The modeled gravity was interpolated from observed gravity values.
 DY0467
 DY0467;                    North         East    Units  Estimated Accuracy
 DY0467;SPC CA 5     -   541,340.    1,979,880.      MT  (+/- 180 meters Scaled)
 DY0467
 DY0467                          SUPERSEDED SURVEY CONTROL
 DY0467
 DY0467  NGVD 29 (??/??/92)   19.19   (m)           63.0    (f) COMPUTED    1 2
 DY0467
 DY0467.Superseded values are not recommended for survey control.
 DY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0467.See file dsdata.txt to determine how the superseded data were derived.
 DY0467
 DY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT873486(NAD 83)
 DY0467_MARKER: DD = SURVEY DISK
 DY0467_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0467_SP_SET: CURB
 DY0467_STAMPING: BM 44-33
 DY0467_MARK LOGO: LACFCD
 DY0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0467+STABILITY: SURFACE MOTION
 DY0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0467+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 DY0467
 DY0467  HISTORY     - Date     Condition        Report By
 DY0467  HISTORY     - 1955     MONUMENTED       LACFCD
 DY0467  HISTORY     - 1955     GOOD             NGS
 DY0467  HISTORY     - 1964     GOOD             NGS
 DY0467  HISTORY     - 19950110 GOOD             MWDSC
 DY0467
 DY0467                          STATION DESCRIPTION
 DY0467
 DY0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0467'0.8 MI N FROM DOMINGUEZ JUNCTION.
 DY0467'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DY0467'DOMINGUEZ TOWER AT DOMINGUEZ JUNCTION, AT A SOUTH ALAMEDA STREET
 DY0467'CONCRETE BRIDGE OVER COMPTON CREEK, IN THE TOP OF THE WEST
 DY0467'CONCRETE CURB, 30.5 FEET WEST OF THE CENTER LINE OF THE STREET,
 DY0467'5.5 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE GUARDRAIL,
 DY0467'AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 DY0467
 DY0467                          STATION RECOVERY (1964)
 DY0467
 DY0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0467'RECOVERED IN GOOD CONDITION.
 DY0467
 DY0467                          STATION RECOVERY (1995)
 DY0467
 DY0467'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DY0467'RECOVERED AS DESCRIBED.  REF MWD FB 2006 01 102.  TB 735/A7
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0466 ***********************************************************************
 DY0466  DESIGNATION -  44 33 RM LACFCD
 DY0466  PID         -  DY0466
 DY0466  STATE/COUNTY-  CA/LOS ANGELES
 DY0466  USGS QUAD   -  LONG BEACH (1981)
 DY0466
 DY0466                         *CURRENT SURVEY CONTROL
 DY0466  ___________________________________________________________________
 DY0466* NAD 83(1986)-  33 52 24.     (N)    118 13 00.     (W)     SCALED    
 DY0466* NAVD 88     -        18.47   (+/-2cm)      60.6    (feet)  VERTCON   
 DY0466  ___________________________________________________________________
 DY0466  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY0466  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0466
 DY0466.The horizontal coordinates were scaled from a topographic map and have
 DY0466.an estimated accuracy of +/- 6 seconds.
 DY0466
 DY0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0466.The vertical order pertains to the NGVD 29 superseded value.
 DY0466
 DY0466.The geoid height was determined by GEOID03.
 DY0466
 DY0466;                    North         East    Units  Estimated Accuracy
 DY0466;SPC CA 5     -   541,430.    1,979,950.      MT  (+/- 180 meters Scaled)
 DY0466
 DY0466                          SUPERSEDED SURVEY CONTROL
 DY0466
 DY0466  NGVD 29 (??/??/92)   17.72   (m)           58.1    (f) COMPUTED    1 2
 DY0466
 DY0466.Superseded values are not recommended for survey control.
 DY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0466.See file dsdata.txt to determine how the superseded data were derived.
 DY0466
 DY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT874487(NAD 83)
 DY0466_MARKER: DD = SURVEY DISK
 DY0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0466_SP_SET: BRIDGE
 DY0466_STAMPING: R B M 44 33
 DY0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0466
 DY0466  HISTORY     - Date     Condition        Report By
 DY0466  HISTORY     - UNK      MONUMENTED       CA-037
 DY0466  HISTORY     - 1955     GOOD             NGS
 DY0466  HISTORY     - 1964     GOOD             NGS
 DY0466
 DY0466                          STATION DESCRIPTION
 DY0466
 DY0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0466'0.8 MI N FROM DOMINGUEZ JUNCTION.
 DY0466'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DY0466'THE DOMINGUEZ TOWER AT DOMINGUEZ JUNCTION, AT THE NORTHEAST
 DY0466'CORNER OF A STEEL BRIDGE OVER COMPTON CREEK, IN THE TOP OF THE
 DY0466'SOUTHWEST END OF THE NORTHEAST CONCRETE WING WALL, 13.1 FEET
 DY0466'EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
 DY0466
 DY0466                          STATION RECOVERY (1964)
 DY0466
 DY0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0455 ***********************************************************************
 DY0455  DESIGNATION -  44 37 LACFCD
 DY0455  PID         -  DY0455
 DY0455  STATE/COUNTY-  CA/LOS ANGELES
 DY0455  USGS QUAD   -  SOUTH GATE (1981)
 DY0455
 DY0455                         *CURRENT SURVEY CONTROL
 DY0455  ___________________________________________________________________
 DY0455* NAD 83(1986)-  33 53 19.     (N)    118 13 48.     (W)     SCALED    
 DY0455* NAVD 88     -        21.93   (+/-2cm)      71.9    (feet)  VERTCON   
 DY0455  ___________________________________________________________________
 DY0455  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY0455  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0455
 DY0455.The horizontal coordinates were scaled from a topographic map and have
 DY0455.an estimated accuracy of +/- 6 seconds.
 DY0455
 DY0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0455.The vertical order pertains to the NGVD 29 superseded value.
 DY0455
 DY0455.The geoid height was determined by GEOID03.
 DY0455
 DY0455;                    North         East    Units  Estimated Accuracy
 DY0455;SPC CA 5     -   543,130.    1,978,720.      MT  (+/- 180 meters Scaled)
 DY0455
 DY0455                          SUPERSEDED SURVEY CONTROL
 DY0455
 DY0455  NGVD 29 (??/??/92)   21.180  (m)           69.49   (f) ADJ UNCH    1 2
 DY0455
 DY0455.Superseded values are not recommended for survey control.
 DY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0455.See file dsdata.txt to determine how the superseded data were derived.
 DY0455
 DY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862504(NAD 83)
 DY0455_MARKER: DD = SURVEY DISK
 DY0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0455_SP_SET: WALL
 DY0455_STAMPING: BM 44-37
 DY0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0455
 DY0455  HISTORY     - Date     Condition        Report By
 DY0455  HISTORY     - UNK      MONUMENTED       CA-037
 DY0455  HISTORY     - 1955     GOOD             NGS
 DY0455  HISTORY     - 1961     GOOD             NGS
 DY0455
 DY0455                          STATION DESCRIPTION
 DY0455
 DY0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0455'AT COMPTON.
 DY0455'AT COMPTON, 0.7 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY
 DY0455'RAILROAD FROM THE CALIFORNIA DEPARTMENT OF MOTOR VEHICLES
 DY0455'BUILDING, THENCE 0.6 MILE WEST ALONG OLIVE STREET, 0.5 MILE
 DY0455'EAST OF B.M. R 898 WHICH IS AT COMPTON AIRPORT, AT A CONCRETE
 DY0455'BRIDGE OVER A LOS ANGELES COUNTY FLOOD CONTROL DITCH, IN THE
 DY0455'TOP OF THE NORTH END OF THE WEST CONCRETE WALL, 3.1 FEET EAST
 DY0455'OF THE SOUTHWEST CORNER OF THE BRIDGE, 0.5 FOOT SOUTH OF THE
 DY0455'SOUTH FACE OF A CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE
 DY0455'STREET.
 DY0455
 DY0455                          STATION RECOVERY (1961)
 DY0455
 DY0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9031 ***********************************************************************
 EV9031  DESIGNATION -  44 4 A
 EV9031  PID         -  EV9031
 EV9031  STATE/COUNTY-  CA/LOS ANGELES
 EV9031  USGS QUAD   -  SAN DIMAS (1981)
 EV9031
 EV9031                         *CURRENT SURVEY CONTROL
 EV9031  ___________________________________________________________________
 EV9031* NAD 83(1986)-  34 00 01.     (N)    117 50 45.     (W)     SCALED    
 EV9031* NAVD 88     -       177.902  (meters)     583.67   (feet)  ADJUSTED  
 EV9031  ___________________________________________________________________
 EV9031  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EV9031  DYNAMIC HT  -         177.709 (meters)     583.03  (feet)  COMP
 EV9031  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 EV9031
 EV9031  VERT ORDER  -  FIRST     CLASS I
 EV9031
 EV9031.The horizontal coordinates were scaled from a topographic map and have
 EV9031.an estimated accuracy of +/- 6 seconds.
 EV9031
 EV9031.The orthometric height was determined by differential leveling
 EV9031.and adjusted in February 1997.
 EV9031
 EV9031.The geoid height was determined by GEOID03.
 EV9031
 EV9031.The dynamic height is computed by dividing the NAVD 88
 EV9031.geopotential number by the normal gravity value computed on the
 EV9031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9031.degrees latitude (g = 980.6199 gals.).
 EV9031
 EV9031.The modeled gravity was interpolated from observed gravity values.
 EV9031
 EV9031;                    North         East    Units  Estimated Accuracy
 EV9031;SPC CA 5     -   555,510.    2,014,240.      MT  (+/- 180 meters Scaled)
 EV9031
 EV9031                          SUPERSEDED SURVEY CONTROL
 EV9031
 EV9031  NAVD 88 (02/01/93)  177.902  (m)          583.67   (f) UNKNOWN     1 1
 EV9031  NGVD 29 (??/??/92)  177.152  (m)          581.21   (f) ADJ UNCH    1 1
 EV9031
 EV9031.Superseded values are not recommended for survey control.
 EV9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV9031.See file dsdata.txt to determine how the superseded data were derived.
 EV9031
 EV9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218625(NAD 83)
 EV9031_MARKER: DD = SURVEY DISK
 EV9031_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EV9031_SP_SET: METER STRUCTURE BASE
 EV9031_STAMPING: BM 44-4A 1971
 EV9031_MARK LOGO: LOCENG
 EV9031_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9031+STABILITY: SURFACE MOTION
 EV9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9031+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1994
 EV9031
 EV9031  HISTORY     - Date     Condition        Report By
 EV9031  HISTORY     - UNK      MONUMENTED       CA-037
 EV9031  HISTORY     - 1974     GOOD             CA-037
 EV9031  HISTORY     - 1978     GOOD             NGS
 EV9031  HISTORY     - 19940422 GOOD             MWDSC
 EV9031
 EV9031                          STATION DESCRIPTION
 EV9031
 EV9031'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV9031'1.24 MI SE FROM WALNUT CITY.
 EV9031'(OLD) BREA CANYON ROAD AND COLIMA ROAD, NORTHWEST CORNER, 7.2 FEET
 EV9031'NORTH OF THE NORTH END OF THE CURB RETURN, 2.5 FEET WEST OF THE WEST
 EV9031'CURB IN THE CONCRETE BASE OF THE METROPOLITAN WATER DISTRICT
 EV9031'INSTALLATION.
 EV9031
 EV9031                          STATION RECOVERY (1978)
 EV9031
 EV9031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV9031'1.25 MILES SOUTHEAST OF WALNUT, AT THE NORTHWEST CORNER OF THE
 EV9031'INTERSECTION BREA CANYON ROAD AND COLIMA ROAD LEADING WEST, 0.05 MILE
 EV9031'SOUTH OF FREEWAY OVERPASS, IN TOP THE EAST EDGE OF A 4 BY 4-FT.
 EV9031'CONCRETE FOUNDATION FOR A METAL METER BOX STANDING 7 FT. ABOVE SIDE-
 EV9031'WALK, 60 FT. NORTH THE NORTH CURB OF COLIMA ROAD, 2 FT. WEST OF WEST
 EV9031'CURB BREA CANYON ROAD, ABOUT LEVEL WITH DECORATIVE ISLAND FOR STANDARD
 EV9031'STATION AND PHONE BOOTH.
 EV9031
 EV9031                          STATION RECOVERY (1994)
 EV9031
 EV9031'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV9031'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 027.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1634 ***********************************************************************
 JT1634  DESIGNATION -  44 A
 JT1634  PID         -  JT1634
 JT1634  STATE/COUNTY-  CA/NAPA
 JT1634  USGS QUAD   -  NAPA (1980)
 JT1634
 JT1634                         *CURRENT SURVEY CONTROL
 JT1634  ___________________________________________________________________
 JT1634* NAD 83(1986)-  38 15 20.     (N)    122 20 46.     (W)     SCALED    
 JT1634* NAVD 88     -        34.07   (+/-2cm)     111.8    (feet)  VERTCON   
 JT1634  ___________________________________________________________________
 JT1634  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1634  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1634
 JT1634.The horizontal coordinates were scaled from a topographic map and have
 JT1634.an estimated accuracy of +/- 6 seconds.
 JT1634
 JT1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1634.The vertical order pertains to the NGVD 29 superseded value.
 JT1634
 JT1634.The geoid height was determined by GEOID03.
 JT1634
 JT1634;                    North         East    Units  Estimated Accuracy
 JT1634;SPC CA 2     -   565,430.    1,969,710.      MT  (+/- 180 meters Scaled)
 JT1634
 JT1634                          SUPERSEDED SURVEY CONTROL
 JT1634
 JT1634  NGVD 29 (??/??/92)   33.31   (m)          109.3    (f) COMPUTED    1 1
 JT1634
 JT1634.Superseded values are not recommended for survey control.
 JT1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1634.See file dsdata.txt to determine how the superseded data were derived.
 JT1634
 JT1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH572343(NAD 83)
 JT1634_MARKER: DD = SURVEY DISK
 JT1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1634_SP_SET: CONCRETE POST
 JT1634_MARK LOGO: CA2330
 JT1634_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1634+STABILITY: SURFACE MOTION
 JT1634
 JT1634  HISTORY     - Date     Condition        Report By
 JT1634  HISTORY     - 1971     MONUMENTED       CA2330
 JT1634
 JT1634                          STATION DESCRIPTION
 JT1634
 JT1634'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1634'AT NAPA AT THE INTERSECTION OF DUHIG ROAD AND SONOMA HIGHWAY IN THE
 JT1634'SOUTHEAST CORNER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP
 JT1634'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0755 ***********************************************************************
 HR0755  DESIGNATION -  44 B
 HR0755  PID         -  HR0755
 HR0755  STATE/COUNTY-  CA/MARIPOSA
 HR0755  USGS QUAD   -  WAWONA (1992)
 HR0755
 HR0755                         *CURRENT SURVEY CONTROL
 HR0755  ___________________________________________________________________
 HR0755* NAD 83(1986)-  37 30 24.     (N)    119 37 58.     (W)     SCALED    
 HR0755* NAVD 88     -      1564.80   (+/-2cm)    5133.8    (feet)  VERTCON   
 HR0755  ___________________________________________________________________
 HR0755  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 HR0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0755
 HR0755.The horizontal coordinates were scaled from a topographic map and have
 HR0755.an estimated accuracy of +/- 6 seconds.
 HR0755
 HR0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0755.The vertical order pertains to the NGVD 29 superseded value.
 HR0755
 HR0755.The geoid height was determined by GEOID03.
 HR0755
 HR0755;                    North         East    Units  Estimated Accuracy
 HR0755;SPC CA 3     -   612,080.    2,076,670.      MT  (+/- 180 meters Scaled)
 HR0755
 HR0755                          SUPERSEDED SURVEY CONTROL
 HR0755
 HR0755  NGVD 29 (??/??/92) 1563.714  (m)         5130.28   (f) ADJ UNCH    2 0
 HR0755
 HR0755.Superseded values are not recommended for survey control.
 HR0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0755.See file dsdata.txt to determine how the superseded data were derived.
 HR0755
 HR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB672543(NAD 83)
 HR0755_MARKER: DD = SURVEY DISK
 HR0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0755_STAMPING: 5130 44 B 1934
 HR0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0755+STABILITY: SURFACE MOTION
 HR0755
 HR0755  HISTORY     - Date     Condition        Report By
 HR0755  HISTORY     - 1934     MONUMENTED       USGS
 HR0755  HISTORY     - 1943     GOOD             NGS
 HR0755  HISTORY     - 1972     GOOD             NGS
 HR0755
 HR0755                          STATION DESCRIPTION
 HR0755
 HR0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0755'0.1 MI W FROM SOUTH GATE RANGER STATION.
 HR0755'0.1 MILE WEST ALONG THE WAWONA ROAD FROM SOUTH GATE RANGER
 HR0755'STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, AT THE
 HR0755'SOUTH ENTRANCE TO THE PARK, 270 FEET NORTHWEST OF THE CHECKING
 HR0755'STATION AND THE JUNCTION OF A ROAD LEADING TO FRESNO, 150 FEET
 HR0755'WEST OF THE DRIVEWAY TO THE RANGERS CAMP, 35 FEET NORTH OF THE
 HR0755'CENTERLINE OF THE ROAD, 15 FEET WEST OF A SMALL PINE TREE, NEAR
 HR0755'A WHITE WOODEN WITNESS POST, AND ABOUT 16 FEET HIGHER THAN THE
 HR0755'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HR0755'5130 44 B 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HR0755
 HR0755                          STATION RECOVERY (1972)
 HR0755
 HR0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HR0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1633 ***********************************************************************
 JT1633  DESIGNATION -  44 B
 JT1633  PID         -  JT1633
 JT1633  STATE/COUNTY-  CA/NAPA
 JT1633  USGS QUAD   -  NAPA (1980)
 JT1633
 JT1633                         *CURRENT SURVEY CONTROL
 JT1633  ___________________________________________________________________
 JT1633* NAD 83(1986)-  38 15 18.     (N)    122 20 58.     (W)     SCALED    
 JT1633* NAVD 88     -        36.21   (+/-2cm)     118.8    (feet)  VERTCON   
 JT1633  ___________________________________________________________________
 JT1633  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1633  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1633
 JT1633.The horizontal coordinates were scaled from a topographic map and have
 JT1633.an estimated accuracy of +/- 6 seconds.
 JT1633
 JT1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1633.The vertical order pertains to the NGVD 29 superseded value.
 JT1633
 JT1633.The geoid height was determined by GEOID03.
 JT1633
 JT1633;                    North         East    Units  Estimated Accuracy
 JT1633;SPC CA 2     -   565,370.    1,969,410.      MT  (+/- 180 meters Scaled)
 JT1633
 JT1633                          SUPERSEDED SURVEY CONTROL
 JT1633
 JT1633  NGVD 29 (??/??/92)   35.45   (m)          116.3    (f) COMPUTED    1 1
 JT1633
 JT1633.Superseded values are not recommended for survey control.
 JT1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1633.See file dsdata.txt to determine how the superseded data were derived.
 JT1633
 JT1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH569343(NAD 83)
 JT1633_MARKER: DD = SURVEY DISK
 JT1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1633_SP_SET: CONCRETE POST
 JT1633_MARK LOGO: CA2330
 JT1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1633+STABILITY: SURFACE MOTION
 JT1633
 JT1633  HISTORY     - Date     Condition        Report By
 JT1633  HISTORY     - 1971     MONUMENTED       CA2330
 JT1633
 JT1633                          STATION DESCRIPTION
 JT1633
 JT1633'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1633'ALONG DUHIG ROAD, 1000 FT (304.8 M) SOUTHWEST OF SONOMA HIGHWAY ON
 JT1633'NORTHERLY SIDE OF ROAD NEAR GATE, A WELL TYPE CONCRETE MONUMENT WITH
 JT1633'BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0398 ***********************************************************************
 MW0398  DESIGNATION -  44 C
 MW0398  PID         -  MW0398
 MW0398  STATE/COUNTY-  CA/SISKIYOU
 MW0398  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0398
 MW0398                         *CURRENT SURVEY CONTROL
 MW0398  ___________________________________________________________________
 MW0398* NAD 83(1986)-  41 25 13.     (N)    121 55 02.     (W)     SCALED    
 MW0398* NAVD 88     -      1433.553  (meters)    4703.25   (feet)  ADJUSTED  
 MW0398  ___________________________________________________________________
 MW0398  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 MW0398  DYNAMIC HT  -        1432.521 (meters)    4699.86  (feet)  COMP
 MW0398  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 MW0398
 MW0398  VERT ORDER  -  SECOND    CLASS 0
 MW0398
 MW0398.The horizontal coordinates were scaled from a topographic map and have
 MW0398.an estimated accuracy of +/- 6 seconds.
 MW0398
 MW0398.The orthometric height was determined by differential leveling
 MW0398.and adjusted in June 1991.
 MW0398
 MW0398.The geoid height was determined by GEOID03.
 MW0398
 MW0398.The dynamic height is computed by dividing the NAVD 88
 MW0398.geopotential number by the normal gravity value computed on the
 MW0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0398.degrees latitude (g = 980.6199 gals.).
 MW0398
 MW0398.The modeled gravity was interpolated from observed gravity values.
 MW0398
 MW0398;                    North         East    Units  Estimated Accuracy
 MW0398;SPC CA 1     -   731,740.    2,006,920.      MT  (+/- 180 meters Scaled)
 MW0398
 MW0398                          SUPERSEDED SURVEY CONTROL
 MW0398
 MW0398  NGVD 29 (??/??/??) 1432.365  (m)         4699.35   (f) ADJUSTED    2 0
 MW0398
 MW0398.Superseded values are not recommended for survey control.
 MW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0398.See file dsdata.txt to determine how the superseded data were derived.
 MW0398
 MW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL904859(NAD 83)
 MW0398_MARKER: DD = SURVEY DISK
 MW0398_SETTING: 66 = SET IN ROCK OUTCROP
 MW0398_SP_SET: ROCK SHELF
 MW0398_STAMPING: 44 C 1931
 MW0398_MARK LOGO: USGS  
 MW0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0398+STABILITY: POSITION/ELEVATION WELL
 MW0398
 MW0398  HISTORY     - Date     Condition        Report By
 MW0398  HISTORY     - 1931     MONUMENTED       USGS
 MW0398  HISTORY     - 1954     GOOD             CGS
 MW0398  HISTORY     - 19860325 MARK NOT FOUND   USPSQD
 MW0398
 MW0398                          STATION DESCRIPTION
 MW0398
 MW0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0398'11.4 MI NE FROM PILGRIM CREEK EXP STA.
 MW0398'0.2 MILE EAST ALONG A TRACK ROAD FROM THE MAIN BUILDING OF THE
 MW0398'PILGRIM CREEK EXPERIMENTAL STATION, THENCE 0.8 MILE EAST ALONG
 MW0398'MILITARY ROAD, THENCE 10.4 MILES NORTHEAST ALONG A GRADED ROAD,
 MW0398'IN THE LOWER SHELF OF A LARGE ROCK OUTCROP PROJECTING 4 FEET ABOVE
 MW0398'THE GROUND, 26 FEET EAST OF A 44-INCH PINE TREE, 11 1/2 FEET
 MW0398'WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF THE EAST
 MW0398'EDGE OF THE OUTCROP, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
 MW0398'NOTE--DISK IS SLANTING, ROD HELD ON THE HIGHEST POINT.
 MW0398
 MW0398                          STATION RECOVERY (1986)
 MW0398
 MW0398'RECOVERY NOTE BY US POWER SQUADRON 1986 (BAR)
 MW0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1632 ***********************************************************************
 JT1632  DESIGNATION -  44 C
 JT1632  PID         -  JT1632
 JT1632  STATE/COUNTY-  CA/NAPA
 JT1632  USGS QUAD   -  NAPA (1980)
 JT1632
 JT1632                         *CURRENT SURVEY CONTROL
 JT1632  ___________________________________________________________________
 JT1632* NAD 83(1986)-  38 15 16.     (N)    122 21 21.     (W)     SCALED    
 JT1632* NAVD 88     -        79.76   (+/-2cm)     261.7    (feet)  VERTCON   
 JT1632  ___________________________________________________________________
 JT1632  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1632  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1632
 JT1632.The horizontal coordinates were scaled from a topographic map and have
 JT1632.an estimated accuracy of +/- 6 seconds.
 JT1632
 JT1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1632.The vertical order pertains to the NGVD 29 superseded value.
 JT1632
 JT1632.The geoid height was determined by GEOID03.
 JT1632
 JT1632;                    North         East    Units  Estimated Accuracy
 JT1632;SPC CA 2     -   565,310.    1,968,850.      MT  (+/- 180 meters Scaled)
 JT1632
 JT1632                          SUPERSEDED SURVEY CONTROL
 JT1632
 JT1632  NGVD 29 (??/??/92)   78.99   (m)          259.2    (f) COMPUTED    1 1
 JT1632
 JT1632.Superseded values are not recommended for survey control.
 JT1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1632.See file dsdata.txt to determine how the superseded data were derived.
 JT1632
 JT1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH563342(NAD 83)
 JT1632_MARKER: DD = SURVEY DISK
 JT1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1632_SP_SET: CONCRETE POST
 JT1632_MARK LOGO: CA2330
 JT1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1632+STABILITY: SURFACE MOTION
 JT1632
 JT1632  HISTORY     - Date     Condition        Report By
 JT1632  HISTORY     - 1971     MONUMENTED       CA2330
 JT1632
 JT1632                          STATION DESCRIPTION
 JT1632
 JT1632'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1632'ALONG DUHIG ROAD, NORTH OF ROAD IN DRIVEWAY NO. 1248, A WELL TYPE
 JT1632'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0285 ***********************************************************************
 DY0285  DESIGNATION -  44 C OF LB
 DY0285  PID         -  DY0285
 DY0285  STATE/COUNTY-  CA/LOS ANGELES
 DY0285  USGS QUAD   -  LONG BEACH (1981)
 DY0285
 DY0285                         *CURRENT SURVEY CONTROL
 DY0285  ___________________________________________________________________
 DY0285* NAD 83(1986)-  33 46 57.     (N)    118 11 27.     (W)     SCALED    
 DY0285* NAVD 88     -        11.92   (+/-2cm)      39.1    (feet)  VERTCON   
 DY0285  ___________________________________________________________________
 DY0285  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0285  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0285
 DY0285.The horizontal coordinates were scaled from a topographic map and have
 DY0285.an estimated accuracy of +/- 6 seconds.
 DY0285
 DY0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0285.The vertical order pertains to the NGVD 29 superseded value.
 DY0285
 DY0285.The geoid height was determined by GEOID03.
 DY0285
 DY0285;                    North         East    Units  Estimated Accuracy
 DY0285;SPC CA 5     -   531,350.    1,982,320.      MT  (+/- 180 meters Scaled)
 DY0285
 DY0285                          SUPERSEDED SURVEY CONTROL
 DY0285
 DY0285  NGVD 29 (??/??/92)   11.120  (m)           36.48   (f) ADJ UNCH    1 2
 DY0285
 DY0285.Superseded values are not recommended for survey control.
 DY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0285.See file dsdata.txt to determine how the superseded data were derived.
 DY0285
 DY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT897386(NAD 83)
 DY0285_MARKER: DD = SURVEY DISK
 DY0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0285_STAMPING: B M NO 44
 DY0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0285+STABILITY: SURFACE MOTION
 DY0285
 DY0285  HISTORY     - Date     Condition        Report By
 DY0285  HISTORY     - UNK      MONUMENTED       CA1970
 DY0285  HISTORY     - 1954     GOOD             NGS
 DY0285  HISTORY     - 1958     GOOD             NGS
 DY0285
 DY0285                          STATION DESCRIPTION
 DY0285
 DY0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0285'AT LONG BEACH.
 DY0285'AT LONG BEACH, AT THE T JUNCTION OF ANAHEIM STREET AND LOCUST
 DY0285'AVENUE, IN THE NORTHEAST CORNER OF THE SIDEWALK AT THE JUNCTION,
 DY0285'13.9 FEET NORTH OF THE NORTH CURB OF THE STREET, 4.0 FEET EAST OF
 DY0285'THE EAST CURB OF THE AVENUE, 0.7 FOOT BELOW THE SURFACE OF THE
 DY0285'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED
 DY0285'BY A 5-INCH METAL PIPE WITH A CAST IRON COVER MARKED LBBM.
 DY0285
 DY0285                          STATION RECOVERY (1958)
 DY0285
 DY0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5280 ***********************************************************************
 EW5280  DESIGNATION -  44 C OF V
 EW5280  PID         -  EW5280
 EW5280  STATE/COUNTY-  CA/VENTURA
 EW5280  USGS QUAD   -  SATICOY (1967)
 EW5280
 EW5280                         *CURRENT SURVEY CONTROL
 EW5280  ___________________________________________________________________
 EW5280* NAD 83(1986)-  34 15 05.     (N)    119 12 40.     (W)     SCALED    
 EW5280* NAVD 88     -        33.35   (+/-2cm)     109.4    (feet)  VERTCON   
 EW5280  ___________________________________________________________________
 EW5280  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EW5280  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5280
 EW5280.The horizontal coordinates were scaled from a topographic map and have
 EW5280.an estimated accuracy of +/- 6 seconds.
 EW5280
 EW5280.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5280.The vertical order pertains to the NGVD 29 superseded value.
 EW5280
 EW5280.The geoid height was determined by GEOID03.
 EW5280
 EW5280;                    North         East    Units  Estimated Accuracy
 EW5280;SPC CA 5     -   584,020.    1,888,450.      MT  (+/- 180 meters Scaled)
 EW5280
 EW5280                          SUPERSEDED SURVEY CONTROL
 EW5280
 EW5280  NGVD 29 (??/??/92)   32.60   (m)          107.0    (f) COMPUTED    1 1
 EW5280
 EW5280.Superseded values are not recommended for survey control.
 EW5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5280.See file dsdata.txt to determine how the superseded data were derived.
 EW5280
 EW5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT963922(NAD 83)
 EW5280_MARKER: DD = SURVEY DISK
 EW5280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5280_SP_SET: CURB
 EW5280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5280
 EW5280  HISTORY     - Date     Condition        Report By
 EW5280  HISTORY     - UNK      MONUMENTED       CA4027
 EW5280  HISTORY     - 1969     GOOD             CA4027
 EW5280  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW5280
 EW5280                          STATION DESCRIPTION
 EW5280
 EW5280'DESCRIBED BY CITY OF VENTURA CALIFORNIA 1969
 EW5280'AT MONTALVO.
 EW5280'470 FT SOUTHWESTERLY FROM THE INTERSECTION OF VENTURA FREEWAY
 EW5280'AND VICTORIA AVENUE ALONG VICTORIA AVENUE, 46 FT SOUTHEASTERLY
 EW5280'FROM THE CENTER OF VICTORIA AVENUE, A STANDARD VENTURA CITY
 EW5280'BENCH MARK MONUMENT SET FLUSH, IN THE MIDDLE OF A CONCRETE CURB
 EW5280'RETURN, STAMPED CITY OF SAN BUENAVENTURA BENCH MARK.
 EW5280
 EW5280                          STATION RECOVERY (1996)
 EW5280
 EW5280'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1631 ***********************************************************************
 JT1631  DESIGNATION -  44 D
 JT1631  PID         -  JT1631
 JT1631  STATE/COUNTY-  CA/NAPA
 JT1631  USGS QUAD   -  NAPA (1980)
 JT1631
 JT1631                         *CURRENT SURVEY CONTROL
 JT1631  ___________________________________________________________________
 JT1631* NAD 83(1986)-  38 15 03.     (N)    122 21 26.     (W)     SCALED    
 JT1631* NAVD 88     -        49.71   (+/-2cm)     163.1    (feet)  VERTCON   
 JT1631  ___________________________________________________________________
 JT1631  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JT1631  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1631
 JT1631.The horizontal coordinates were scaled from a topographic map and have
 JT1631.an estimated accuracy of +/- 6 seconds.
 JT1631
 JT1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1631.The vertical order pertains to the NGVD 29 superseded value.
 JT1631
 JT1631.The geoid height was determined by GEOID03.
 JT1631
 JT1631;                    North         East    Units  Estimated Accuracy
 JT1631;SPC CA 2     -   564,910.    1,968,730.      MT  (+/- 180 meters Scaled)
 JT1631
 JT1631                          SUPERSEDED SURVEY CONTROL
 JT1631
 JT1631  NGVD 29 (??/??/92)   48.95   (m)          160.6    (f) COMPUTED    1 1
 JT1631
 JT1631.Superseded values are not recommended for survey control.
 JT1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1631.See file dsdata.txt to determine how the superseded data were derived.
 JT1631
 JT1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH562338(NAD 83)
 JT1631_MARKER: DD = SURVEY DISK
 JT1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1631_SP_SET: CONCRETE POST
 JT1631_MARK LOGO: CA2330
 JT1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1631+STABILITY: SURFACE MOTION
 JT1631
 JT1631  HISTORY     - Date     Condition        Report By
 JT1631  HISTORY     - 1971     MONUMENTED       CA2330
 JT1631
 JT1631                          STATION DESCRIPTION
 JT1631
 JT1631'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1631'AT NAPA AT INTERSECTION OF DUHIG AND NEUNSCHWANDER ROADS NEAR THE WEST
 JT1631'RIGHT-OF-WAY, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP
 JT1631'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1630 ***********************************************************************
 JT1630  DESIGNATION -  44 E
 JT1630  PID         -  JT1630
 JT1630  STATE/COUNTY-  CA/NAPA
 JT1630  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1630
 JT1630                         *CURRENT SURVEY CONTROL
 JT1630  ___________________________________________________________________
 JT1630* NAD 83(1986)-  38 14 49.     (N)    122 21 24.     (W)     SCALED    
 JT1630* NAVD 88     -        39.37   (+/-2cm)     129.2    (feet)  VERTCON   
 JT1630  ___________________________________________________________________
 JT1630  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JT1630  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1630
 JT1630.The horizontal coordinates were scaled from a topographic map and have
 JT1630.an estimated accuracy of +/- 6 seconds.
 JT1630
 JT1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1630.The vertical order pertains to the NGVD 29 superseded value.
 JT1630
 JT1630.The geoid height was determined by GEOID03.
 JT1630
 JT1630;                    North         East    Units  Estimated Accuracy
 JT1630;SPC CA 2     -   564,480.    1,968,780.      MT  (+/- 180 meters Scaled)
 JT1630
 JT1630                          SUPERSEDED SURVEY CONTROL
 JT1630
 JT1630  NGVD 29 (??/??/92)   38.61   (m)          126.7    (f) COMPUTED    1 1
 JT1630
 JT1630.Superseded values are not recommended for survey control.
 JT1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1630.See file dsdata.txt to determine how the superseded data were derived.
 JT1630
 JT1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH562334(NAD 83)
 JT1630_MARKER: DD = SURVEY DISK
 JT1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1630_SP_SET: CONCRETE POST
 JT1630_MARK LOGO: CA2330
 JT1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1630+STABILITY: SURFACE MOTION
 JT1630
 JT1630  HISTORY     - Date     Condition        Report By
 JT1630  HISTORY     - 1971     MONUMENTED       CA2330
 JT1630
 JT1630                          STATION DESCRIPTION
 JT1630
 JT1630'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1630'ALONG DUHIG ROAD,130 FT NORTH OF DUTRA DAIRY ROAD, WEST SIDE OFF
 JT1630'PAVING, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1629 ***********************************************************************
 JT1629  DESIGNATION -  44 F
 JT1629  PID         -  JT1629
 JT1629  STATE/COUNTY-  CA/NAPA
 JT1629  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1629
 JT1629                         *CURRENT SURVEY CONTROL
 JT1629  ___________________________________________________________________
 JT1629* NAD 83(1986)-  38 14 33.     (N)    122 21 16.     (W)     SCALED    
 JT1629* NAVD 88     -        34.95   (+/-2cm)     114.7    (feet)  VERTCON   
 JT1629  ___________________________________________________________________
 JT1629  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JT1629  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1629
 JT1629.The horizontal coordinates were scaled from a topographic map and have
 JT1629.an estimated accuracy of +/- 6 seconds.
 JT1629
 JT1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1629.The vertical order pertains to the NGVD 29 superseded value.
 JT1629
 JT1629.The geoid height was determined by GEOID03.
 JT1629
 JT1629;                    North         East    Units  Estimated Accuracy
 JT1629;SPC CA 2     -   563,980.    1,968,970.      MT  (+/- 180 meters Scaled)
 JT1629
 JT1629                          SUPERSEDED SURVEY CONTROL
 JT1629
 JT1629  NGVD 29 (??/??/92)   34.19   (m)          112.2    (f) COMPUTED    1 1
 JT1629
 JT1629.Superseded values are not recommended for survey control.
 JT1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1629.See file dsdata.txt to determine how the superseded data were derived.
 JT1629
 JT1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH564329(NAD 83)
 JT1629_MARKER: DD = SURVEY DISK
 JT1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1629_SP_SET: CONCRETE POST
 JT1629_MARK LOGO: CA2330
 JT1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1629+STABILITY: SURFACE MOTION
 JT1629
 JT1629  HISTORY     - Date     Condition        Report By
 JT1629  HISTORY     - 1971     MONUMENTED       CA2330
 JT1629
 JT1629                          STATION DESCRIPTION
 JT1629
 JT1629'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1629'ALONG DUHIG ROAD, 0.5 MI (0.8 KM) SOUTH OF DAIRY, NORTH OF PG AND EAST
 JT1629'REG PIT, WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP
 JT1629'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1627 ***********************************************************************
 JT1627  DESIGNATION -  44 G
 JT1627  PID         -  JT1627
 JT1627  STATE/COUNTY-  CA/NAPA
 JT1627  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1627
 JT1627                         *CURRENT SURVEY CONTROL
 JT1627  ___________________________________________________________________
 JT1627* NAD 83(1986)-  38 14 16.     (N)    122 21 12.     (W)     SCALED    
 JT1627* NAVD 88     -        28.85   (+/-2cm)      94.7    (feet)  VERTCON   
 JT1627  ___________________________________________________________________
 JT1627  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JT1627  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1627
 JT1627.The horizontal coordinates were scaled from a topographic map and have
 JT1627.an estimated accuracy of +/- 6 seconds.
 JT1627
 JT1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1627.The vertical order pertains to the NGVD 29 superseded value.
 JT1627
 JT1627.The geoid height was determined by GEOID03.
 JT1627
 JT1627;                    North         East    Units  Estimated Accuracy
 JT1627;SPC CA 2     -   563,460.    1,969,070.      MT  (+/- 180 meters Scaled)
 JT1627
 JT1627                          SUPERSEDED SURVEY CONTROL
 JT1627
 JT1627  NGVD 29 (??/??/92)   28.10   (m)           92.2    (f) COMPUTED    1 1
 JT1627
 JT1627.Superseded values are not recommended for survey control.
 JT1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1627.See file dsdata.txt to determine how the superseded data were derived.
 JT1627
 JT1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH565323(NAD 83)
 JT1627_MARKER: DD = SURVEY DISK
 JT1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1627_SP_SET: CONCRETE POST
 JT1627_MARK LOGO: CA2330
 JT1627_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1627+STABILITY: SURFACE MOTION
 JT1627
 JT1627  HISTORY     - Date     Condition        Report By
 JT1627  HISTORY     - 1971     MONUMENTED       CA2330
 JT1627
 JT1627                          STATION DESCRIPTION
 JT1627
 JT1627'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1627'ALONG DUHIG ROAD, 2400 FT (731.5 M) NORTH OF LAS AMIGAS ON FENCE LINE
 JT1627'PROJECTION TO WEST EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP
 JT1627'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1621 ***********************************************************************
 JT1621  DESIGNATION -  44 H
 JT1621  PID         -  JT1621
 JT1621  STATE/COUNTY-  CA/NAPA
 JT1621  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1621
 JT1621                         *CURRENT SURVEY CONTROL
 JT1621  ___________________________________________________________________
 JT1621* NAD 83(1986)-  38 13 49.     (N)    122 21 12.     (W)     SCALED    
 JT1621* NAVD 88     -        16.67   (+/-2cm)      54.7    (feet)  VERTCON   
 JT1621  ___________________________________________________________________
 JT1621  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JT1621  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1621
 JT1621.The horizontal coordinates were scaled from a topographic map and have
 JT1621.an estimated accuracy of +/- 6 seconds.
 JT1621
 JT1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1621.The vertical order pertains to the NGVD 29 superseded value.
 JT1621
 JT1621.The geoid height was determined by GEOID03.
 JT1621
 JT1621;                    North         East    Units  Estimated Accuracy
 JT1621;SPC CA 2     -   562,630.    1,969,060.      MT  (+/- 180 meters Scaled)
 JT1621
 JT1621                          SUPERSEDED SURVEY CONTROL
 JT1621
 JT1621  NGVD 29 (??/??/92)   15.93   (m)           52.3    (f) COMPUTED    1 1
 JT1621
 JT1621.Superseded values are not recommended for survey control.
 JT1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1621.See file dsdata.txt to determine how the superseded data were derived.
 JT1621
 JT1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH565315(NAD 83)
 JT1621_MARKER: DD = SURVEY DISK
 JT1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1621_SP_SET: CONCRETE POST
 JT1621_MARK LOGO: CA2330
 JT1621_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1621+STABILITY: SURFACE MOTION
 JT1621
 JT1621  HISTORY     - Date     Condition        Report By
 JT1621  HISTORY     - 1971     MONUMENTED       CA2330
 JT1621
 JT1621                          STATION DESCRIPTION
 JT1621
 JT1621'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1621'IN NAPA AT THE INTERSECTION OF DUHIG AND LOS AMIGOS AVENUES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1620 ***********************************************************************
 JT1620  DESIGNATION -  44 J
 JT1620  PID         -  JT1620
 JT1620  STATE/COUNTY-  CA/NAPA
 JT1620  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1620
 JT1620                         *CURRENT SURVEY CONTROL
 JT1620  ___________________________________________________________________
 JT1620* NAD 83(1986)-  38 13 37.     (N)    122 21 12.     (W)     SCALED    
 JT1620* NAVD 88     -        12.65   (+/-2cm)      41.5    (feet)  VERTCON   
 JT1620  ___________________________________________________________________
 JT1620  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JT1620  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1620
 JT1620.The horizontal coordinates were scaled from a topographic map and have
 JT1620.an estimated accuracy of +/- 6 seconds.
 JT1620
 JT1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1620.The vertical order pertains to the NGVD 29 superseded value.
 JT1620
 JT1620.The geoid height was determined by GEOID03.
 JT1620
 JT1620;                    North         East    Units  Estimated Accuracy
 JT1620;SPC CA 2     -   562,260.    1,969,060.      MT  (+/- 180 meters Scaled)
 JT1620
 JT1620                          SUPERSEDED SURVEY CONTROL
 JT1620
 JT1620  NGVD 29 (??/??/92)   11.91   (m)           39.1    (f) COMPUTED    1 1
 JT1620
 JT1620.Superseded values are not recommended for survey control.
 JT1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1620.See file dsdata.txt to determine how the superseded data were derived.
 JT1620
 JT1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH566311(NAD 83)
 JT1620_MARKER: DD = SURVEY DISK
 JT1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1620_SP_SET: CONCRETE POST
 JT1620_MARK LOGO: CA2330
 JT1620_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1620+STABILITY: SURFACE MOTION
 JT1620
 JT1620  HISTORY     - Date     Condition        Report By
 JT1620  HISTORY     - 1971     MONUMENTED       CA2330
 JT1620
 JT1620                          STATION DESCRIPTION
 JT1620
 JT1620'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1620'ALONG DUHIG ROAD, 1300 FT (396.2 M) SOUTH OF LAS AMIGAS, WEST OF EP
 JT1620'NEAR GATE, A WELL TYPE MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9101 ***********************************************************************
 JT9101  DESIGNATION -  44 K
 JT9101  PID         -  JT9101
 JT9101  STATE/COUNTY-  CA/NAPA
 JT9101  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9101
 JT9101                         *CURRENT SURVEY CONTROL
 JT9101  ___________________________________________________________________
 JT9101* NAD 83(1986)-  38 13 24.     (N)    122 21 16.     (W)     SCALED    
 JT9101* NAVD 88     -         5.08   (+/-2cm)      16.7    (feet)  VERTCON   
 JT9101  ___________________________________________________________________
 JT9101  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JT9101  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9101
 JT9101.The horizontal coordinates were scaled from a topographic map and have
 JT9101.an estimated accuracy of +/- 6 seconds.
 JT9101
 JT9101.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9101.The vertical order pertains to the NGVD 29 superseded value.
 JT9101
 JT9101.The geoid height was determined by GEOID03.
 JT9101
 JT9101;                    North         East    Units  Estimated Accuracy
 JT9101;SPC CA 2     -   561,860.    1,968,960.      MT  (+/- 180 meters Scaled)
 JT9101
 JT9101                          SUPERSEDED SURVEY CONTROL
 JT9101
 JT9101  NGVD 29 (??/??/92)    4.34   (m)           14.2    (f) COMPUTED    1 1
 JT9101
 JT9101.Superseded values are not recommended for survey control.
 JT9101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9101.See file dsdata.txt to determine how the superseded data were derived.
 JT9101
 JT9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH565307(NAD 83)
 JT9101_MARKER: DD = SURVEY DISK
 JT9101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9101_SP_SET: CONCRETE POST
 JT9101_MARK LOGO: CA2330
 JT9101_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9101+STABILITY: SURFACE MOTION
 JT9101
 JT9101  HISTORY     - Date     Condition        Report By
 JT9101  HISTORY     - 1971     MONUMENTED       CA2330
 JT9101
 JT9101                          STATION DESCRIPTION
 JT9101
 JT9101'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9101'ALONG DUHIG ROAD, 500 FT (152.4 M) EAST OF BENTLY WHARF ROAD, SOUTH TO
 JT9101'EP, A WELL TYPE CONCRETE MONUMENT WITH BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0838 ***********************************************************************
 FT0838  DESIGNATION -  44 KSM
 FT0838  PID         -  FT0838
 FT0838  STATE/COUNTY-  CA/KERN
 FT0838  USGS QUAD   -  RIDGECREST NORTH (1973)
 FT0838
 FT0838                         *CURRENT SURVEY CONTROL
 FT0838  ___________________________________________________________________
 FT0838* NAD 83(1986)-  35 42 00.     (N)    117 37 51.     (W)     SCALED    
 FT0838* NAVD 88     -       658.187  (meters)    2159.40   (feet)  ADJUSTED  
 FT0838  ___________________________________________________________________
 FT0838  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FT0838  DYNAMIC HT  -         657.496 (meters)    2157.13  (feet)  COMP
 FT0838  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 FT0838
 FT0838  VERT ORDER  -  FIRST     CLASS II
 FT0838
 FT0838.The horizontal coordinates were scaled from a topographic map and have
 FT0838.an estimated accuracy of +/- 6 seconds.
 FT0838
 FT0838.The orthometric height was determined by differential leveling
 FT0838.and adjusted in June 1991.
 FT0838
 FT0838.The geoid height was determined by GEOID03.
 FT0838
 FT0838.The dynamic height is computed by dividing the NAVD 88
 FT0838.geopotential number by the normal gravity value computed on the
 FT0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0838.degrees latitude (g = 980.6199 gals.).
 FT0838
 FT0838.The modeled gravity was interpolated from observed gravity values.
 FT0838
 FT0838;                    North         East    Units  Estimated Accuracy
 FT0838;SPC CA 5     -   744,110.    2,033,410.      MT  (+/- 180 meters Scaled)
 FT0838
 FT0838                          SUPERSEDED SURVEY CONTROL
 FT0838
 FT0838  NGVD 29 (??/??/??)  657.50   (m)         2157.1    (f) RESET       3  
 FT0838
 FT0838.Superseded values are not recommended for survey control.
 FT0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0838.See file dsdata.txt to determine how the superseded data were derived.
 FT0838
 FT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV429508(NAD 83)
 FT0838_MARKER: DD = SURVEY DISK
 FT0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0838_STAMPING: 2157 44KSM 1946
 FT0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0838+STABILITY: SURFACE MOTION
 FT0838
 FT0838  HISTORY     - Date     Condition        Report By
 FT0838  HISTORY     - 1946     MONUMENTED       USGS
 FT0838  HISTORY     - 1950     GOOD             NGS
 FT0838
 FT0838                          STATION DESCRIPTION
 FT0838
 FT0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0838'3.5 MI N FROM CHINA LAKE NOTS.
 FT0838'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0838'0.5 MILES NORTH ALONG THE G-1 SPOTTING TOWER ROAD TO SPOTTING
 FT0838'TOWER NO. 1, 30 FEET SOUTHWEST OF THE CENTER OF THE S-1 TOWER,
 FT0838'AND 50 FEET NORTH OF THE CENTER LINE OF THE ROAD IN THE SOUTHWEST
 FT0838'ANCHOR OF THE TOWER GUY LINE.  THE STATION IS A USGS BENCH MARK
 FT0838'SET IN THE TOP OF AND IN THE CENTER OF THE 3 FOOT SQUARE CONCRETE
 FT0838'ANCHOR, PROJECTING 10 INCHES ABOVE THE GROUND AND IS STAMPED
 FT0838'2157 44 KSM 1946.  FOR INFORMATION TO REACH FROM THE NAVAL
 FT0838'ORDNANCE TEST STATION HEADQUARTERS CONTACT THE RANGE DESIGN
 FT0838'OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6538 ***********************************************************************
 DH6538  DESIGNATION -  44 LAS 20.36
 DH6538  PID         -  DH6538
 DH6538  STATE/COUNTY-  CA/SHASTA
 DH6538  USGS QUAD   -  PINE CREEK VALLEY (1995)
 DH6538
 DH6538                         *CURRENT SURVEY CONTROL
 DH6538  ___________________________________________________________________
 DH6538* NAD 83(2007)-  40 31 17.07940(N)    121 01 27.50918(W)     ADJUSTED  
 DH6538* NAVD 88     -      1733.8    (meters)    5688.     (feet)  GPS OBS   
 DH6538  ___________________________________________________________________
 DH6538  EPOCH DATE  -        2007.00
 DH6538  X           -  -2,503,095.289 (meters)                     COMP
 DH6538  Y           -  -4,161,849.573 (meters)                     COMP
 DH6538  Z           -   4,123,279.120 (meters)                     COMP
 DH6538  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DH6538  ELLIP HEIGHT-        1710.864 (meters)          (02/10/07) ADJUSTED
 DH6538  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DH6538
 DH6538  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6538  Type    PID    Designation                      North   East  Ellip
 DH6538  -------------------------------------------------------------------
 DH6538  NETWORK DH6538 44 LAS 20.36                      1.63   1.67   3.96
 DH6538  -------------------------------------------------------------------
 DH6538
 DH6538.The horizontal coordinates were established by GPS observations
 DH6538.and adjusted by the National Geodetic Survey in February 2007.
 DH6538
 DH6538.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6538.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6538.The horizontal coordinates are valid at the epoch date displayed above.
 DH6538.The epoch date for horizontal control is a decimal equivalence
 DH6538.of Year/Month/Day.
 DH6538
 DH6538.The orthometric height was determined by GPS observations and a
 DH6538.high-resolution geoid model.
 DH6538
 DH6538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6538
 DH6538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6538
 DH6538.The ellipsoidal height was determined by GPS observations
 DH6538.and is referenced to NAD 83.
 DH6538
 DH6538.The geoid height was determined by GEOID03.
 DH6538
 DH6538;                    North         East     Units Scale Factor Converg.
 DH6538;SPC CA 1     -   632,381.232 2,082,671.732   MT  0.99990954   +0 38 16.8
 DH6538;SPC CA 1     - 2,074,737.43  6,832,898.84   sFT  0.99990954   +0 38 16.8
 DH6538;UTM  10      - 4,487,506.541   667,359.992   MT  0.99994478   +1 17 02.3
 DH6538
 DH6538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6538!SPC CA 1     -   0.99973169  x   0.99990954  =   0.99964126
 DH6538!UTM  10      -   0.99973169  x   0.99994478  =   0.99967649
 DH6538
 DH6538                          SUPERSEDED SURVEY CONTROL
 DH6538
 DH6538  NAD 83(1998)-  40 31 17.07905(N)    121 01 27.50918(W) AD(2004.69) B
 DH6538  ELLIP H (09/28/05) 1710.882  (m)                       GP(       ) 4 1
 DH6538
 DH6538.Superseded values are not recommended for survey control.
 DH6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6538.See file dsdata.txt to determine how the superseded data were derived.
 DH6538
 DH6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6736087507(NAD 83)
 DH6538_MARKER: DD = SURVEY DISK
 DH6538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6538_STAMPING: 44 LAS 20.36 2004
 DH6538_MARK LOGO: CSRC  
 DH6538_PROJECTION: FLUSH
 DH6538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6538+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 DH6538_ROD/PIPE-DEPTH: 3.2  meters
 DH6538
 DH6538  HISTORY     - Date     Condition        Report By
 DH6538  HISTORY     - 20040805 MONUMENTED       CADT
 DH6538
 DH6538                          STATION DESCRIPTION
 DH6538
 DH6538'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6538'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN LASSEN COUNTY AT
 DH6538'POSTMILE 20.36 ABOUT  24 KM NORTH OF WESTWOOD, 29 KM NORTHEAST OF
 DH6538'CHESTER, AND 33 KM NORTHWEST OF  SUSANVILLE.  TO REACH THE STATION
 DH6538'FROM THE INTERSECTION OF HIGHWAY 36 AND HIGHWAY 44  WEST OF SUSANVILLE
 DH6538'GO WESTERLY ON HIGHWAY 44 11.12 KM TO GOUMAZ ROAD ON THE LEFT.
 DH6538'CONTINUE WESTERLY ON HIGHWAY 44 12.62 KM TO USFS ROAD 30N28 ON THE
 DH6538'LEFT.  CONTINUE  WESTERLY ON HIGHWAY 44 3.44 KM TO THE STATION ON THE
 DH6538'LEFT.  THE STATION IS A SURVEY DISK  ENCASED IN PVC PIPE WITH ACCESS
 DH6538'COVER SET IN CONCRETE FLUSH WITH THE GROUND 0.9 M NORTH  OF AN ORANGE
 DH6538'CARSONITE WITHNESS POST, 43.5 M SOUTHEAST OF THE WEST END OF THE SOUTH
 DH6538'HEADWALL AT POSTMILE 20.35, AND 44.5 M SOUTH OF THE YELLOW STRIPE OF
 DH6538'HIGHWAY 44.
 DH6538'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6538'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6598 ***********************************************************************
 DH6598  DESIGNATION -  44 LAS 29.77
 DH6598  PID         -  DH6598
 DH6598  STATE/COUNTY-  CA/SHASTA
 DH6598  USGS QUAD   -  PEGLEG MTN (1995)
 DH6598
 DH6598                         *CURRENT SURVEY CONTROL
 DH6598  ___________________________________________________________________
 DH6598* NAD 83(2007)-  40 26 43.58453(N)    120 52 54.13500(W)     ADJUSTED  
 DH6598* NAVD 88     -      1677.5    (meters)    5504.     (feet)  GPS OBS   
 DH6598  ___________________________________________________________________
 DH6598  EPOCH DATE  -        2007.00
 DH6598  X           -  -2,495,519.021 (meters)                     COMP
 DH6598  Y           -  -4,172,731.674 (meters)                     COMP
 DH6598  Z           -   4,116,824.484 (meters)                     COMP
 DH6598  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DH6598  ELLIP HEIGHT-        1654.648 (meters)          (02/10/07) ADJUSTED
 DH6598  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DH6598
 DH6598  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6598  Type    PID    Designation                      North   East  Ellip
 DH6598  -------------------------------------------------------------------
 DH6598  NETWORK DH6598 44 LAS 29.77                      1.47   1.35   3.16
 DH6598  -------------------------------------------------------------------
 DH6598
 DH6598.The horizontal coordinates were established by GPS observations
 DH6598.and adjusted by the National Geodetic Survey in February 2007.
 DH6598
 DH6598.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6598.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6598.The horizontal coordinates are valid at the epoch date displayed above.
 DH6598.The epoch date for horizontal control is a decimal equivalence
 DH6598.of Year/Month/Day.
 DH6598
 DH6598.The orthometric height was determined by GPS observations and a
 DH6598.high-resolution geoid model.
 DH6598
 DH6598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6598
 DH6598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6598
 DH6598.The ellipsoidal height was determined by GPS observations
 DH6598.and is referenced to NAD 83.
 DH6598
 DH6598.The geoid height was determined by GEOID03.
 DH6598
 DH6598;                    North         East     Units Scale Factor Converg.
 DH6598;SPC CA 1     -   624,090.930 2,094,861.801   MT  0.99991763   +0 43 52.4
 DH6598;SPC CA 1     - 2,047,538.33  6,872,892.43   sFT  0.99991763   +0 43 52.4
 DH6598;UTM  10      - 4,479,353.452   679,643.271   MT  0.99999726   +1 22 28.4
 DH6598
 DH6598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6598!SPC CA 1     -   0.99974050  x   0.99991763  =   0.99965815
 DH6598!UTM  10      -   0.99974050  x   0.99999726  =   0.99973776
 DH6598
 DH6598                          SUPERSEDED SURVEY CONTROL
 DH6598
 DH6598  NAD 83(1998)-  40 26 43.58415(N)    120 52 54.13467(W) AD(2004.69) B
 DH6598  ELLIP H (09/28/05) 1654.669  (m)                       GP(       ) 4 1
 DH6598
 DH6598.Superseded values are not recommended for survey control.
 DH6598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6598.See file dsdata.txt to determine how the superseded data were derived.
 DH6598
 DH6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7964379353(NAD 83)
 DH6598_MARKER: DD = SURVEY DISK
 DH6598_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6598_STAMPING: 44 LAS 29.77 2004
 DH6598_MARK LOGO: CSRC  
 DH6598_PROJECTION: FLUSH
 DH6598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6598+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 DH6598_ROD/PIPE-DEPTH: 4.3  meters
 DH6598
 DH6598  HISTORY     - Date     Condition        Report By
 DH6598  HISTORY     - 20040805 MONUMENTED       CADT
 DH6598
 DH6598                          STATION DESCRIPTION
 DH6598
 DH6598'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6598'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN LASSEN COUNTY AT
 DH6598'POSTMILE 29.77 ABOUT  19 KM NORTHEAST OF WESTWOOD, 19 KM WEST
 DH6598'NORTHWEST OF SUSANVILLE, AND 25 KM  SOUTHWEST OF SPAULDING TRACT.  TO
 DH6598'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY  36 AND HIGHWAY 44
 DH6598'WEST OF SUSANVILLE GO WESTERLY ON HIGHWAY 44 8.04 KM TO BIG SPRINGS
 DH6598'ROAD ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 44 3.07 KM TO GOUMAZ
 DH6598'ROAD ON THE LEFT.   CONTINUE WESTERLY ON HIGHWAY 44 920 M TO THE
 DH6598'STATION ON THE LEFT.  THE STATION IS A  SURVEY DISK ENCASED IN PVC
 DH6598'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE  GROUND 0.9 M
 DH6598'NORTH OF AN ORANGE CARSONITE WITNESS POST, 1.3 M WEST OF A METAL GUARD
 DH6598'POST, 6.3 M SOUTHEAST OF AN ESA PADDLE, AND 15.0 M SOUTH OF THE YELLOW
 DH6598'STRIPE OF HIGHWAY  44.
 DH6598'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6598'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6392 ***********************************************************************
 DH6392  DESIGNATION -  44 LAS 34.56
 DH6392  PID         -  DH6392
 DH6392  STATE/COUNTY-  CA/SHASTA
 DH6392  USGS QUAD   -  ROOP MOUNTAIN (1995)
 DH6392
 DH6392                         *CURRENT SURVEY CONTROL
 DH6392  ___________________________________________________________________
 DH6392* NAD 83(2007)-  40 25 34.94123(N)    120 47 52.97257(W)     ADJUSTED  
 DH6392* NAVD 88     -      1620.7    (meters)    5317.     (feet)  GPS OBS   
 DH6392  ___________________________________________________________________
 DH6392  EPOCH DATE  -        2007.00
 DH6392  X           -  -2,490,105.048 (meters)                     COMP
 DH6392  Y           -  -4,177,513.673 (meters)                     COMP
 DH6392  Z           -   4,115,175.679 (meters)                     COMP
 DH6392  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 DH6392  ELLIP HEIGHT-        1597.862 (meters)          (02/10/07) ADJUSTED
 DH6392  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DH6392
 DH6392  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6392  Type    PID    Designation                      North   East  Ellip
 DH6392  -------------------------------------------------------------------
 DH6392  NETWORK DH6392 44 LAS 34.56                      1.33   1.31   2.90
 DH6392  -------------------------------------------------------------------
 DH6392
 DH6392.The horizontal coordinates were established by GPS observations
 DH6392.and adjusted by the National Geodetic Survey in February 2007.
 DH6392
 DH6392.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6392.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6392.The horizontal coordinates are valid at the epoch date displayed above.
 DH6392.The epoch date for horizontal control is a decimal equivalence
 DH6392.of Year/Month/Day.
 DH6392
 DH6392.The orthometric height was determined by GPS observations and a
 DH6392.high-resolution geoid model.
 DH6392
 DH6392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6392
 DH6392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6392
 DH6392.The ellipsoidal height was determined by GPS observations
 DH6392.and is referenced to NAD 83.
 DH6392
 DH6392.The geoid height was determined by GEOID03.
 DH6392
 DH6392;                    North         East     Units Scale Factor Converg.
 DH6392;SPC CA 1     -   622,067.933 2,101,986.728   MT  0.99991993   +0 47 09.4
 DH6392;SPC CA 1     - 2,040,901.21  6,896,268.12   sFT  0.99991993   +0 47 09.4
 DH6392;UTM  10      - 4,477,410.337   686,791.122   MT  1.00002950   +1 25 41.9
 DH6392
 DH6392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6392!SPC CA 1     -   0.99974941  x   0.99991993  =   0.99966936
 DH6392!UTM  10      -   0.99974941  x   1.00002950  =   0.99977890
 DH6392
 DH6392                          SUPERSEDED SURVEY CONTROL
 DH6392
 DH6392  NAD 83(1998)-  40 25 34.94073(N)    120 47 52.97225(W) AD(2004.69) B
 DH6392  ELLIP H (09/28/05) 1597.883  (m)                       GP(       ) 4 1
 DH6392
 DH6392.Superseded values are not recommended for survey control.
 DH6392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6392.See file dsdata.txt to determine how the superseded data were derived.
 DH6392
 DH6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK8679177410(NAD 83)
 DH6392_MARKER: DD = SURVEY DISK
 DH6392_SETTING: 66 = SET IN ROCK OUTCROP
 DH6392_STAMPING: GPS GOAT
 DH6392_MARK LOGO: CADT  
 DH6392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6392+STABILITY: POSITION/ELEVATION WELL
 DH6392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6392+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DH6392
 DH6392  HISTORY     - Date     Condition        Report By
 DH6392  HISTORY     - 20010812 MONUMENTED       CADT
 DH6392  HISTORY     - 20040107 GOOD             CADT
 DH6392
 DH6392                          STATION DESCRIPTION
 DH6392
 DH6392'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6392'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN LASSEN COUNTY AT
 DH6392'POSTMILE 34.56 ABOUT  12 KM WEST NORTHWEST OF SUSANVILLE, 22 KM
 DH6392'NORTHEAST OF WESTWOOD, AND 26 KM SOUTH  SOUTHWEST OF SPAULDING TRACT.
 DH6392'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY  36 AND HIGHWAY
 DH6392'44 WEST OF SUSANVILLE GO WESTERLY ON HIGHWAY 44 2.5 KM TO RED RIVER
 DH6392'ROAD ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 44 1.82 KM TO THE
 DH6392'STATION ON THE LEFT.   THE STATION IS A SURVEY DISK EPOXIED TO A ROCK
 DH6392'1.0 M WEST OF AN ORANGE CARSONITE WITNESS  POST, 51 M SOUTH OF THE
 DH6392'YELLOW STRIPE OF HIGHWAY 44, 3 M EAST OF A DIRT ROAD, AND 1 M  NORTH
 DH6392'OF A METAL GUARD POST.
 DH6392' 
 DH6392'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6392'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6599 ***********************************************************************
 DH6599  DESIGNATION -  44 LAS 9.49
 DH6599  PID         -  DH6599
 DH6599  STATE/COUNTY-  CA/SHASTA
 DH6599  USGS QUAD   -  POISON LAKE (1983)
 DH6599
 DH6599                         *CURRENT SURVEY CONTROL
 DH6599  ___________________________________________________________________
 DH6599* NAD 83(2007)-  40 38 22.48035(N)    121 09 23.06754(W)     ADJUSTED  
 DH6599* NAVD 88     -      1706.9    (meters)    5600.     (feet)  GPS OBS   
 DH6599  ___________________________________________________________________
 DH6599  EPOCH DATE  -        2007.00
 DH6599  X           -  -2,508,255.904 (meters)                     COMP
 DH6599  Y           -  -4,148,743.106 (meters)                     COMP
 DH6599  Z           -   4,133,230.162 (meters)                     COMP
 DH6599  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 DH6599  ELLIP HEIGHT-        1683.754 (meters)          (02/10/07) ADJUSTED
 DH6599  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DH6599
 DH6599  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6599  Type    PID    Designation                      North   East  Ellip
 DH6599  -------------------------------------------------------------------
 DH6599  NETWORK DH6599 44 LAS 9.49                       1.33   1.39   3.29
 DH6599  -------------------------------------------------------------------
 DH6599
 DH6599.The horizontal coordinates were established by GPS observations
 DH6599.and adjusted by the National Geodetic Survey in February 2007.
 DH6599
 DH6599.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6599.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6599.The horizontal coordinates are valid at the epoch date displayed above.
 DH6599.The epoch date for horizontal control is a decimal equivalence
 DH6599.of Year/Month/Day.
 DH6599
 DH6599.The orthometric height was determined by GPS observations and a
 DH6599.high-resolution geoid model.
 DH6599
 DH6599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6599
 DH6599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6599
 DH6599.The ellipsoidal height was determined by GPS observations
 DH6599.and is referenced to NAD 83.
 DH6599
 DH6599.The geoid height was determined by GEOID03.
 DH6599
 DH6599;                    North         East     Units Scale Factor Converg.
 DH6599;SPC CA 1     -   645,385.118 2,071,352.810   MT  0.99990043   +0 33 05.8
 DH6599;SPC CA 1     - 2,117,401.01  6,795,763.34   sFT  0.99990043   +0 33 05.8
 DH6599;UTM  10      - 4,500,381.863   655,894.597   MT  0.99989915   +1 12 03.5
 DH6599
 DH6599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6599!SPC CA 1     -   0.99973594  x   0.99990043  =   0.99963640
 DH6599!UTM  10      -   0.99973594  x   0.99989915  =   0.99963512
 DH6599
 DH6599                          SUPERSEDED SURVEY CONTROL
 DH6599
 DH6599  NAD 83(1998)-  40 38 22.47991(N)    121 09 23.06754(W) AD(2004.69) B
 DH6599  ELLIP H (09/28/05) 1683.765  (m)                       GP(       ) 4 1
 DH6599
 DH6599.Superseded values are not recommended for survey control.
 DH6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6599.See file dsdata.txt to determine how the superseded data were derived.
 DH6599
 DH6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL5589500382(NAD 83)
 DH6599_MARKER: DD = SURVEY DISK
 DH6599_SETTING: 66 = SET IN ROCK OUTCROP
 DH6599_STAMPING: 44 LAS 9.49 2004
 DH6599_MARK LOGO: CSRC  
 DH6599_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6599+STABILITY: POSITION/ELEVATION WELL
 DH6599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6599+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 DH6599
 DH6599  HISTORY     - Date     Condition        Report By
 DH6599  HISTORY     - 20040824 MONUMENTED       CADT
 DH6599
 DH6599                          STATION DESCRIPTION
 DH6599
 DH6599'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6599'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN LASSEN COUNTY AT
 DH6599'POSTMILE 9.49 ABOUT 24  KM EAST SOUTHEAST OF OLD STATION, 40 KM NORTH
 DH6599'NORTHWEST OF WESTWOOD, AND 49 KM  NORTHWEST OF SUSANVILLE.  TO REACH
 DH6599'THE STATION FROM THE INTERSECTION OF HIGHWAY 89  AND HIGHWAY 44 IN OLD
 DH6599'STATION GO EASTERLY ON HIGHWAY 44 6.79 KM TO USFS ROAD 34N16 ON  THE
 DH6599'LEFT.  CONTINUE EASTERLY ON HIGHWAY 44 7.22 KM TO THE SHASTA LASSEN
 DH6599'COUNTY LINE.   CONTINUE EASTERLY ON HIGHWAY 44 3.79 KM TO USFS ROAD 18
 DH6599'ON THE LEFT AND BUTTE LAKE ROAD  ON THE RIGHT.  CONTINUE EASTERLY ON
 DH6599'HIGHEAY 44 10.32 KM TO PITTVILLE ROAD ON THE LEFT.   CONTINUE EASTERLY
 DH6599'ON HIGHWAY 44 1.16 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH6599'SURVEY DISK EPOXIED TO A ROCK OUTCROP 1.3 M EAST OF AN ORANGE
 DH6599'CARSONITE WITNESS POST,  1.4 M NORTH OF A WHITE CARSONITE POST WITH
 DH6599'AMBER REFLECTOR, 9 M SOUTHWEST OF THE TOP  OF CUT SLOPE, AND 19.5 M
 DH6599'SOUTHWEST OF THE YELLOW STRIPE OF HIGHWAY 44.
 DH6599'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6599'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9343 ***********************************************************************
 AB9343  DESIGNATION -  44 OJA RESET
 AB9343  PID         -  AB9343
 AB9343  STATE/COUNTY-  CA/ORANGE
 AB9343  USGS QUAD   -  LA HABRA (1981)
 AB9343
 AB9343                         *CURRENT SURVEY CONTROL
 AB9343  ___________________________________________________________________
 AB9343* NAD 83(1986)-  33 55 29.     (N)    117 54 35.     (W)     SCALED    
 AB9343* NAVD 88     -       112.817  (meters)     370.13   (feet)  ADJUSTED  
 AB9343  ___________________________________________________________________
 AB9343  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AB9343  DYNAMIC HT  -         112.695 (meters)     369.73  (feet)  COMP
 AB9343  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 AB9343
 AB9343  VERT ORDER  -  FIRST     CLASS II
 AB9343
 AB9343.The horizontal coordinates were scaled from a topographic map and have
 AB9343.an estimated accuracy of +/- 6 seconds.
 AB9343
 AB9343.The orthometric height was determined by differential leveling
 AB9343.and adjusted in February 1997.
 AB9343
 AB9343.The geoid height was determined by GEOID03.
 AB9343
 AB9343.The dynamic height is computed by dividing the NAVD 88
 AB9343.geopotential number by the normal gravity value computed on the
 AB9343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9343.degrees latitude (g = 980.6199 gals.).
 AB9343
 AB9343.The modeled gravity was interpolated from observed gravity values.
 AB9343
 AB9343;                    North         East    Units  Estimated Accuracy
 AB9343;SPC CA 6     -   696,200.    1,846,540.      MT  (+/- 180 meters Scaled)
 AB9343
 AB9343                          SUPERSEDED SURVEY CONTROL
 AB9343
 AB9343.No superseded survey control is available for this station.
 AB9343
 AB9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT159541(NAD 83)
 AB9343_MARKER: DB = BENCH MARK DISK
 AB9343_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB9343_SP_SET: STRUCTURE FOOTING
 AB9343_STAMPING: MWD BM 44 OJA RESET 1994
 AB9343_MARK LOGO: MWDSC 
 AB9343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9343+STABILITY: SURFACE MOTION
 AB9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9343+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9343
 AB9343  HISTORY     - Date     Condition        Report By
 AB9343  HISTORY     - 1994     MONUMENTED       MWDSC
 AB9343
 AB9343                          STATION DESCRIPTION
 AB9343
 AB9343'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB9343'BREA,CA ON LAMBERT RD.  APPROX.  210 FEET (64.0 M) EASTERLY OF DELTA
 AB9343'AVE.  AND 44 FEET (13.4 M) NORTH OF LAMBERT RD.  ON THE SOUTH EASTERLY
 AB9343'CORNER OF CONCRETE FOOTING OF MWD AIR RELEASE STRUCTURE LOCATED AT
 AB9343'STATION 1596+00, 23 FEET (7.0 M) WESTERLY OF POWER POLE NO.2134631E.
 AB9343'SET A 1-3/8 INCH BRASS DISK STAMPED MWD BM 44OJA RESET 1994 SET FLUSH
 AB9343'IN CONCRETE FOOTING OF MWD AIR RELEASE STRUCTURE. REFERENCE MWD FB
 AB9343'2016 01 037.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0527 ***********************************************************************
 FT0527  DESIGNATION -  44 RM
 FT0527  PID         -  FT0527
 FT0527  STATE/COUNTY-  CA/KERN
 FT0527  USGS QUAD   -  PEARSONVILLE (1982)
 FT0527
 FT0527                         *CURRENT SURVEY CONTROL
 FT0527  ___________________________________________________________________
 FT0527* NAD 83(1986)-  35 46 51.     (N)    117 47 29.     (W)     SCALED    
 FT0527* NAVD 88     -       693.596  (meters)    2275.57   (feet)  ADJUSTED  
 FT0527  ___________________________________________________________________
 FT0527  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FT0527  DYNAMIC HT  -         692.834 (meters)    2273.07  (feet)  COMP
 FT0527  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 FT0527
 FT0527  VERT ORDER  -  FIRST     CLASS II
 FT0527
 FT0527.The horizontal coordinates were scaled from a topographic map and have
 FT0527.an estimated accuracy of +/- 6 seconds.
 FT0527
 FT0527.The orthometric height was determined by differential leveling
 FT0527.and adjusted in June 1991.
 FT0527
 FT0527.The geoid height was determined by GEOID03.
 FT0527
 FT0527.The dynamic height is computed by dividing the NAVD 88
 FT0527.geopotential number by the normal gravity value computed on the
 FT0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0527.degrees latitude (g = 980.6199 gals.).
 FT0527
 FT0527.The modeled gravity was interpolated from observed gravity values.
 FT0527
 FT0527;                    North         East    Units  Estimated Accuracy
 FT0527;SPC CA 5     -   753,040.    2,018,860.      MT  (+/- 180 meters Scaled)
 FT0527
 FT0527                          SUPERSEDED SURVEY CONTROL
 FT0527
 FT0527  NGVD 29 (??/??/??)  692.86   (m)         2273.2    (f) RESET       3  
 FT0527
 FT0527.Superseded values are not recommended for survey control.
 FT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0527.See file dsdata.txt to determine how the superseded data were derived.
 FT0527
 FT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV284599(NAD 83)
 FT0527_MARKER: DD = SURVEY DISK
 FT0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0527_STAMPING: 44 RM 1950
 FT0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0527+STABILITY: SURFACE MOTION
 FT0527
 FT0527  HISTORY     - Date     Condition        Report By
 FT0527  HISTORY     - 1950     MONUMENTED       USN
 FT0527  HISTORY     - 1950     GOOD             NGS
 FT0527
 FT0527                          STATION DESCRIPTION
 FT0527
 FT0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0527'10.7 MI NE FROM CHINA LAKE USN .
 FT0527'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, IT IS
 FT0527'ONE OF THE STATIONS OF THE B-1 BASE LINE, THE BASE LINE STARTS
 FT0527'JUST WEST OF THE B-1 CONTROL TOWER OF THE B-1 AIR STRIP, THE
 FT0527'STATION IS A NAVAL ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE
 FT0527'POST SET IN THE GROUND, THE DISK IS STAMPED 44 RM 1950 AND
 FT0527'PROJECTS 6 INCHES.  TO REACH FROM THE CONTROL TOWER OF THE B-1
 FT0527'AIR STRIP GO WEST TO THE BASE LINE, THEN TURN NORTH, RIGHT,
 FT0527'FOLLOWING THE BASE LINE TO THE STATION AS DESCRIBED.  DIRECTIONS
 FT0527'TO REACH THE B-1 BASE LINE CAN BE OBTAINED FROM RANGE DESIGN
 FT0527'IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6393 ***********************************************************************
 DH6393  DESIGNATION -  44 SHA 15.59
 DH6393  PID         -  DH6393
 DH6393  STATE/COUNTY-  CA/SHASTA
 DH6393  USGS QUAD   -  CLOUGH GULCH (1985)
 DH6393
 DH6393                         *CURRENT SURVEY CONTROL
 DH6393  ___________________________________________________________________
 DH6393* NAD 83(2007)-  40 31 00.04768(N)    122 05 41.25218(W)     ADJUSTED  
 DH6393* NAVD 88     -       309.7    (meters)    1016.     (feet)  GPS OBS   
 DH6393  ___________________________________________________________________
 DH6393  EPOCH DATE  -        2007.00
 DH6393  X           -  -2,580,016.201 (meters)                     COMP
 DH6393  Y           -  -4,113,728.796 (meters)                     COMP
 DH6393  Z           -   4,121,951.744 (meters)                     COMP
 DH6393  LAPLACE CORR-          11.33  (seconds)                    DEFLEC99
 DH6393  ELLIP HEIGHT-         282.601 (meters)          (02/10/07) ADJUSTED
 DH6393  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DH6393
 DH6393  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6393  Type    PID    Designation                      North   East  Ellip
 DH6393  -------------------------------------------------------------------
 DH6393  NETWORK DH6393 44 SHA 15.59                      1.04   1.00   2.82
 DH6393  -------------------------------------------------------------------
 DH6393
 DH6393.The horizontal coordinates were established by GPS observations
 DH6393.and adjusted by the National Geodetic Survey in February 2007.
 DH6393
 DH6393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6393.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6393.The horizontal coordinates are valid at the epoch date displayed above.
 DH6393.The epoch date for horizontal control is a decimal equivalence
 DH6393.of Year/Month/Day.
 DH6393
 DH6393.The orthometric height was determined by GPS observations and a
 DH6393.high-resolution geoid model.
 DH6393
 DH6393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6393
 DH6393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6393
 DH6393.The ellipsoidal height was determined by GPS observations
 DH6393.and is referenced to NAD 83.
 DH6393
 DH6393.The geoid height was determined by GEOID03.
 DH6393
 DH6393;                    North         East     Units Scale Factor Converg.
 DH6393;SPC CA 1     -   631,399.988 1,991,967.386   MT  0.99990999   -0 03 43.1
 DH6393;SPC CA 1     - 2,071,518.13  6,535,313.00   sFT  0.99990999   -0 03 43.1
 DH6393;UTM  10      - 4,485,499.759   576,683.246   MT  0.99967238   +0 35 17.2
 DH6393
 DH6393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6393!SPC CA 1     -   0.99995567  x   0.99990999  =   0.99986566
 DH6393!UTM  10      -   0.99995567  x   0.99967238  =   0.99962807
 DH6393
 DH6393                          SUPERSEDED SURVEY CONTROL
 DH6393
 DH6393  NAD 83(1998)-  40 31 00.04638(N)    122 05 41.25229(W) AD(2004.69) B
 DH6393  ELLIP H (09/28/05)  282.623  (m)                       GP(       ) 4 1
 DH6393
 DH6393.Superseded values are not recommended for survey control.
 DH6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6393.See file dsdata.txt to determine how the superseded data were derived.
 DH6393
 DH6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK7668385500(NAD 83)
 DH6393_MARKER: DD = SURVEY DISK
 DH6393_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6393_SP_SET: CADT BD ON PIPE IN CONC
 DH6393_STAMPING: 6-44-15.59
 DH6393_MARK LOGO: CADT  
 DH6393_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH6393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6393+STABILITY: SURFACE MOTION
 DH6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6393+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DH6393
 DH6393  HISTORY     - Date     Condition        Report By
 DH6393  HISTORY     - 20011119 MONUMENTED       CADT
 DH6393  HISTORY     - 20040107 GOOD             CADT
 DH6393
 DH6393                          STATION DESCRIPTION
 DH6393
 DH6393'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6393'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN SHASTA COUNTY AT
 DH6393'POSTMILE 15.59 ABOUT 8  KM SOUTHEAST OF MILLVILLE, 18 KM WEST
 DH6393'NORTHWEST OF SHINGLETOWN, AND 19 KM NORTHEAST  OF ANDERSON.  TO REACH
 DH6393'THE STATION FROM THE INTERSECTION OF DESCHUTES ROAD AND  HIGHWAY 44 IN
 DH6393'PALO CEDRO GO EASTERLY ON HIGHWAY 44 6.07 KM TO MILLVILLE PLAINS ROAD.
 DH6393'CONTINUE EASTERLY ON HIGHWAY 44 4.84 KM TO SOUTH COW CREEK ROAD ON THE
 DH6393'LEFT.  CONTINUE  EASTERLY ON HIGHWAY 44 2.92 KM TO THE STATION ON THE
 DH6393'RIGHT.  THE STATION IS A SURVEY DISK  EPOXIED TO A PIPE SET FLUSH IN
 DH6393'CONCRETE FLUSH WITH THE GROUND 0.9 M NORTHWEST OF A  WHITE CARSONITE
 DH6393'POST WITH AMBER REFLECTOR, 1.0 M NORTHEAST OF A METAL GUARD POST, 1.1
 DH6393'M  NORTHEAST OF AN ORANGE CARSONITE WITHNESS POST, 32.6 M NORTHWEST OF
 DH6393'JOINT POLE  NUMBER 3-45, 24.1 M NORTHEAST OF THE SOUTHERLY RIGHT OF
 DH6393'WAY FENCE, AND 20.6 M SOUTHWEST  OF THE YELLOW STRIPE OF HIGHWAY 44.
 DH6393'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6393'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6600 ***********************************************************************
 DH6600  DESIGNATION -  44 SHA 26.19
 DH6600  PID         -  DH6600
 DH6600  STATE/COUNTY-  CA/SHASTA
 DH6600  USGS QUAD   -  SHINGLETOWN (1985)
 DH6600
 DH6600                         *CURRENT SURVEY CONTROL
 DH6600  ___________________________________________________________________
 DH6600* NAD 83(2007)-  40 29 48.96005(N)    121 54 49.45139(W)     ADJUSTED  
 DH6600* NAVD 88     -       980.9    (meters)    3218.     (feet)  GPS OBS   
 DH6600  ___________________________________________________________________
 DH6600  EPOCH DATE  -        2007.00
 DH6600  X           -  -2,568,027.149 (meters)                     COMP
 DH6600  Y           -  -4,123,504.220 (meters)                     COMP
 DH6600  Z           -   4,120,721.128 (meters)                     COMP
 DH6600  LAPLACE CORR-          15.39  (seconds)                    DEFLEC99
 DH6600  ELLIP HEIGHT-         955.007 (meters)          (02/10/07) ADJUSTED
 DH6600  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DH6600
 DH6600  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6600  Type    PID    Designation                      North   East  Ellip
 DH6600  -------------------------------------------------------------------
 DH6600  NETWORK DH6600 44 SHA 26.19                      1.35   1.27   3.35
 DH6600  -------------------------------------------------------------------
 DH6600
 DH6600.The horizontal coordinates were established by GPS observations
 DH6600.and adjusted by the National Geodetic Survey in February 2007.
 DH6600
 DH6600.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6600.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6600.The horizontal coordinates are valid at the epoch date displayed above.
 DH6600.The epoch date for horizontal control is a decimal equivalence
 DH6600.of Year/Month/Day.
 DH6600
 DH6600.The orthometric height was determined by GPS observations and a
 DH6600.high-resolution geoid model.
 DH6600
 DH6600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6600
 DH6600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6600
 DH6600.The ellipsoidal height was determined by GPS observations
 DH6600.and is referenced to NAD 83.
 DH6600
 DH6600.The geoid height was determined by GEOID03.
 DH6600
 DH6600;                    North         East     Units Scale Factor Converg.
 DH6600;SPC CA 1     -   629,206.693 2,007,312.052   MT  0.99991196   +0 03 23.1
 DH6600;SPC CA 1     - 2,064,322.29  6,585,656.29   sFT  0.99991196   +0 03 23.1
 DH6600;UTM  10      - 4,483,481.022   592,048.362   MT  0.99970429   +0 42 19.7
 DH6600
 DH6600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6600!SPC CA 1     -   0.99985021  x   0.99991196  =   0.99976218
 DH6600!UTM  10      -   0.99985021  x   0.99970429  =   0.99955455
 DH6600
 DH6600                          SUPERSEDED SURVEY CONTROL
 DH6600
 DH6600  NAD 83(1998)-  40 29 48.95886(N)    121 54 49.45147(W) AD(2004.69) B
 DH6600  ELLIP H (09/28/05)  955.029  (m)                       GP(       ) 4 1
 DH6600
 DH6600.Superseded values are not recommended for survey control.
 DH6600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6600.See file dsdata.txt to determine how the superseded data were derived.
 DH6600
 DH6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK9204883481(NAD 83)
 DH6600_MARKER: DD = SURVEY DISK
 DH6600_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6600+WITH SETTING: INFORMATION.
 DH6600_STAMPING: 44 SHA 26.19 2004
 DH6600_MARK LOGO: CSRC  
 DH6600_PROJECTION: FLUSH
 DH6600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6600+STABILITY: SURFACE MOTION
 DH6600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6600+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 DH6600_ROD/PIPE-DEPTH: 2.9  meters
 DH6600
 DH6600  HISTORY     - Date     Condition        Report By
 DH6600  HISTORY     - 20040714 MONUMENTED       CADT
 DH6600
 DH6600                          STATION DESCRIPTION
 DH6600
 DH6600'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6600'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN SHASTA COUNTY AT
 DH6600'POSTMILE 26.19  ABOUT 2 KM WEST-NORTHWEST OF SHINGLETOWN,  8KM
 DH6600'NORTHWEST OF MANTON, AND 42 KM EAST  SOUTHEAST OF REDDING.  TO REACH
 DH6600'THE STATION FROM THE INTERSECTION OF WILSON HILL ROAD  AND HIGHWAY 44
 DH6600'IN SHINGLETOWN GO WESTERLY ON HIGHWAY 44 2.36 KM TO SHASTA FOREST
 DH6600'DRIVE  ON THE RIGHT.  CONTINUE WESTERLY ON HIGHWAY 44  190 M TO THE
 DH6600'STATION ON THE LEFT.  THE  STATION IS A SURVEY DISK ENCASED IN PVC
 DH6600'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH  WITH THE GROUND 17.5 M
 DH6600'SOUTH OF THE YELLOW STRIPE OF HIGHWAY 44, 1.0 M NORTH OF AN  ORANGE
 DH6600'CARSONITE WITNESS POST, 1.0 M WEST OF A WHITE CARSONITE POST WITH
 DH6600'AMBER  REFLECTOR, 14.5 M WEST OF THE SOUTH POST OF A SIGN READING
 DH6600'SHASTA FOREST DRIVE, AND 90 M  SOUTHWEST OF CIELO DRIVE.
 DH6600'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6600'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6601 ***********************************************************************
 DH6601  DESIGNATION -  44 SHA 41.76
 DH6601  PID         -  DH6601
 DH6601  STATE/COUNTY-  CA/SHASTA
 DH6601  USGS QUAD   -  VIOLA (1995)
 DH6601
 DH6601                         *CURRENT SURVEY CONTROL
 DH6601  ___________________________________________________________________
 DH6601* NAD 83(2007)-  40 31 02.24214(N)    121 42 08.88760(W)     ADJUSTED  
 DH6601* NAVD 88     -      1293.69   (meters)    4244.4    (feet)  LEVELING  
 DH6601  ___________________________________________________________________
 DH6601  EPOCH DATE  -        2007.00
 DH6601  X           -  -2,552,158.824 (meters)                     COMP
 DH6601  Y           -  -4,131,899.057 (meters)                     COMP
 DH6601  Z           -   4,122,644.078 (meters)                     COMP
 DH6601  LAPLACE CORR-          13.10  (seconds)                    DEFLEC99
 DH6601  ELLIP HEIGHT-        1269.050 (meters)          (02/10/07) ADJUSTED
 DH6601  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 DH6601
 DH6601  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6601  Type    PID    Designation                      North   East  Ellip
 DH6601  -------------------------------------------------------------------
 DH6601  NETWORK DH6601 44 SHA 41.76                      1.27   1.25   3.23
 DH6601  -------------------------------------------------------------------
 DH6601  VERT ORDER  -  THIRD ?
 DH6601
 DH6601.The horizontal coordinates were established by GPS observations
 DH6601.and adjusted by the National Geodetic Survey in February 2007.
 DH6601
 DH6601.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6601.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6601.The horizontal coordinates are valid at the epoch date displayed above.
 DH6601.The epoch date for horizontal control is a decimal equivalence
 DH6601.of Year/Month/Day.
 DH6601
 DH6601.The orthometric height was determined by differential leveling.
 DH6601.The vertical network tie was performed by a horz. field party for horz.
 DH6601.obs reductions. Reset procedures were used to establish the elevation.
 DH6601
 DH6601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6601
 DH6601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6601
 DH6601.The ellipsoidal height was determined by GPS observations
 DH6601.and is referenced to NAD 83.
 DH6601
 DH6601.The geoid height was determined by GEOID03.
 DH6601
 DH6601;                    North         East     Units Scale Factor Converg.
 DH6601;SPC CA 1     -   631,506.132 2,025,212.261   MT  0.99990994   +0 11 40.4
 DH6601;SPC CA 1     - 2,071,866.37  6,644,383.89   sFT  0.99990994   +0 11 40.4
 DH6601;UTM  10      - 4,485,982.537   609,918.078   MT  0.99974872   +0 50 35.0
 DH6601
 DH6601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6601!SPC CA 1     -   0.99980097  x   0.99990994  =   0.99971092
 DH6601!UTM  10      -   0.99980097  x   0.99974872  =   0.99954974
 DH6601
 DH6601                          SUPERSEDED SURVEY CONTROL
 DH6601
 DH6601  NAD 83(1998)-  40 31 02.24107(N)    121 42 08.88783(W) AD(2004.69) B
 DH6601  ELLIP H (09/28/05) 1269.074  (m)                       GP(       ) 4 1
 DH6601
 DH6601.Superseded values are not recommended for survey control.
 DH6601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6601.See file dsdata.txt to determine how the superseded data were derived.
 DH6601
 DH6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK0991885983(NAD 83)
 DH6601_MARKER: DD = SURVEY DISK
 DH6601_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6601_STAMPING: 44 SHA 41.76 2004
 DH6601_MARK LOGO: CSRC  
 DH6601_PROJECTION: FLUSH
 DH6601_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6601+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 DH6601_ROD/PIPE-DEPTH: 3.4  meters
 DH6601
 DH6601  HISTORY     - Date     Condition        Report By
 DH6601  HISTORY     - 20040708 MONUMENTED       CADT
 DH6601
 DH6601                          STATION DESCRIPTION
 DH6601
 DH6601'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6601'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN SHASTA COUNTY AT
 DH6601'POSTMILE 41.76  ABOUT 16 KM EAST NORTHEAST OF SHINGLETOWN, 17 KM
 DH6601'NORTHEAST OF MANTON, 21 KM  NORTHWEST OF MINERAL, AND 27 KM SOUTHWEST
 DH6601'OF OLD STATION.  TO REACH THE STATION FROM  THE INTERSECTION OF WILSON
 DH6601'HILL ROAD AND HIGHWAY 44 IN SHINGLETOWN GO EASTERLY ON  HIGHWAY 44
 DH6601'6.84 KM TO AIRPORT ROAD ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY 44
 DH6601'4.86 KM  TO LAKE MC CUMBER ROAD ON THE LEFT.  CONTINUE EASTERLY ON
 DH6601'HIGHWAY 44 4.52 KM TO THE  STATION ON THE LEFT.  THE STATION IS A
 DH6601'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER  SET IN CONCRETE
 DH6601'FLUSH WITH THE GROUND 0.9 M EAST OF A WHITE CARSONITE POST WITH AMBER
 DH6601'REFLECTOR, 1.0 M SOUTH OF AN ORANGE CARSONITE WITNESS POST, 15.8 M
 DH6601'NORTH OF THE YELLOW  STRIPE OF HIGHWAY 44, 1.1 M SOUTH OF THE NORTH
 DH6601'RIGHT OF WAY FENCE, 4.2 M EAST OF THE EAST  BRACE POST OF THE RIGHT OF
 DH6601'WAY FENCE, 24.9 M WEST OF A 500 MM DIAMETER PINE TREE, AND 26.2  M
 DH6601'EAST OF A 700 MM DIAMETER OAK TREE.
 DH6601'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6601'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6602 ***********************************************************************
 DH6602  DESIGNATION -  44 SHA 6.94
 DH6602  PID         -  DH6602
 DH6602  STATE/COUNTY-  CA/SHASTA
 DH6602  USGS QUAD   -  PALO CEDRO (1965)
 DH6602
 DH6602                         *CURRENT SURVEY CONTROL
 DH6602  ___________________________________________________________________
 DH6602* NAD 83(2007)-  40 33 28.91645(N)    122 14 22.18029(W)     ADJUSTED  
 DH6602* NAVD 88     -       141.3    (meters)     464.     (feet)  GPS OBS   
 DH6602  ___________________________________________________________________
 DH6602  EPOCH DATE  -        2007.00
 DH6602  X           -  -2,588,736.688 (meters)                     COMP
 DH6602  Y           -  -4,104,566.777 (meters)                     COMP
 DH6602  Z           -   4,125,331.945 (meters)                     COMP
 DH6602  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 DH6602  ELLIP HEIGHT-         113.769 (meters)          (02/10/07) ADJUSTED
 DH6602  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DH6602
 DH6602  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6602  Type    PID    Designation                      North   East  Ellip
 DH6602  -------------------------------------------------------------------
 DH6602  NETWORK DH6602 44 SHA 6.94                       1.08   0.98   2.59
 DH6602  -------------------------------------------------------------------
 DH6602
 DH6602.The horizontal coordinates were established by GPS observations
 DH6602.and adjusted by the National Geodetic Survey in February 2007.
 DH6602
 DH6602.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6602.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6602.The horizontal coordinates are valid at the epoch date displayed above.
 DH6602.The epoch date for horizontal control is a decimal equivalence
 DH6602.of Year/Month/Day.
 DH6602
 DH6602.The orthometric height was determined by GPS observations and a
 DH6602.high-resolution geoid model.
 DH6602
 DH6602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6602
 DH6602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6602
 DH6602.The ellipsoidal height was determined by GPS observations
 DH6602.and is referenced to NAD 83.
 DH6602
 DH6602.The geoid height was determined by GEOID03.
 DH6602
 DH6602;                    North         East     Units Scale Factor Converg.
 DH6602;SPC CA 1     -   636,014.919 1,979,718.016   MT  0.99990627   -0 09 23.8
 DH6602;SPC CA 1     - 2,086,658.95  6,495,124.86   sFT  0.99990627   -0 09 23.8
 DH6602;UTM  10      - 4,489,974.195   564,385.296   MT  0.99965103   +0 29 40.2
 DH6602
 DH6602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6602!SPC CA 1     -   0.99998215  x   0.99990627  =   0.99988843
 DH6602!UTM  10      -   0.99998215  x   0.99965103  =   0.99963319
 DH6602
 DH6602                          SUPERSEDED SURVEY CONTROL
 DH6602
 DH6602  NAD 83(1998)-  40 33 28.91529(N)    122 14 22.18058(W) AD(2004.69) B
 DH6602  ELLIP H (09/28/05)  113.799  (m)                       GP(       ) 4 1
 DH6602
 DH6602.Superseded values are not recommended for survey control.
 DH6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6602.See file dsdata.txt to determine how the superseded data were derived.
 DH6602
 DH6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6438589974(NAD 83)
 DH6602_MARKER: DD = SURVEY DISK
 DH6602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6602_STAMPING: 44 SHA 6.94 2004
 DH6602_MARK LOGO: CSRC  
 DH6602_PROJECTION: FLUSH
 DH6602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6602+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 DH6602_ROD/PIPE-DEPTH: 4.1  meters
 DH6602
 DH6602  HISTORY     - Date     Condition        Report By
 DH6602  HISTORY     - 20040713 MONUMENTED       CADT
 DH6602
 DH6602                          STATION DESCRIPTION
 DH6602
 DH6602'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6602'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN SHASTA COUNTY AT
 DH6602'POSTMILE 6.94 IN THE  AREA BETWEEN WESTBOUND HIGHWAY 44 AND THE ONRAMP
 DH6602'TO WESTBOUND HIGHWAY 44 FROM  SOUTHBOUND DESCHUTES IN PALO CEDRO.  TO
 DH6602'REACH THE STATION FROM UNDER HIGHWAY 44 ON  DESCHUTES ROAD IN PALO
 DH6602'CEDRO GO NORTH ON DESCHUTES ROAD 80 M TO THE WESTBOUND  HIGHWAY 44
 DH6602'ONRAMP ON THE LEFT.  TURN LEFT AND GO WEST ON THE ONRAMP 80 M TO THE
 DH6602'STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE
 DH6602'WITH ACCESS COVER  SET IN CONCRETE FLUSH WITH THE GROUND 29.5 M SOUTH
 DH6602'OF THE YELLOW STRIPE OF THE ONRAMP  FROM DESCHUTES ROAD TO WESTBOUND
 DH6602'HIGHWAY 44, 1.0 M NORTH OF AN ORANGE CARSONITE  WITNESS POST, 1.0 M
 DH6602'EAST OF A WHITE CARSONITE POST WITH AMBER REFLECTOR, 41.5 M NORTH OF
 DH6602'THE YELLOW STRIPE OF HIGHWAY 44, 73.5 M SOUTHWEST OF A METAL LIGHT
 DH6602'POLE IN THE  SOUTHWEST QUADRANT OF THE INTERSECTION OF DESCHUTES ROAD
 DH6602'AND THE ONRAMP TO  WESTBOUND HIGHWAY 44, AND 82 M WEST OF THE YELLOW
 DH6602'STRIPE OF DESCHUTES ROAD.
 DH6602' 
 DH6602'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6602'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6603 ***********************************************************************
 DH6603  DESIGNATION -  44 SHA 68.83
 DH6603  PID         -  DH6603
 DH6603  STATE/COUNTY-  CA/SHASTA
 DH6603  USGS QUAD   -  SWAINS HOLE (1995)
 DH6603
 DH6603                         *CURRENT SURVEY CONTROL
 DH6603  ___________________________________________________________________
 DH6603* NAD 83(2007)-  40 40 18.61275(N)    121 21 47.81812(W)     ADJUSTED  
 DH6603* NAVD 88     -      1615.9    (meters)    5301.     (feet)  GPS OBS   
 DH6603  ___________________________________________________________________
 DH6603  EPOCH DATE  -        2007.00
 DH6603  X           -  -2,521,968.028 (meters)                     COMP
 DH6603  Y           -  -4,137,606.949 (meters)                     COMP
 DH6603  Z           -   4,135,888.868 (meters)                     COMP
 DH6603  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 DH6603  ELLIP HEIGHT-        1592.208 (meters)          (02/10/07) ADJUSTED
 DH6603  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 DH6603
 DH6603  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6603  Type    PID    Designation                      North   East  Ellip
 DH6603  -------------------------------------------------------------------
 DH6603  NETWORK DH6603 44 SHA 68.83                      1.20   1.20   3.10
 DH6603  -------------------------------------------------------------------
 DH6603
 DH6603.The horizontal coordinates were established by GPS observations
 DH6603.and adjusted by the National Geodetic Survey in February 2007.
 DH6603
 DH6603.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6603.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6603.The horizontal coordinates are valid at the epoch date displayed above.
 DH6603.The epoch date for horizontal control is a decimal equivalence
 DH6603.of Year/Month/Day.
 DH6603
 DH6603.The orthometric height was determined by GPS observations and a
 DH6603.high-resolution geoid model.
 DH6603
 DH6603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6603
 DH6603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6603
 DH6603.The ellipsoidal height was determined by GPS observations
 DH6603.and is referenced to NAD 83.
 DH6603
 DH6603.The geoid height was determined by GEOID03.
 DH6603
 DH6603;                    North         East     Units Scale Factor Converg.
 DH6603;SPC CA 1     -   648,819.132 2,053,829.205   MT  0.99989868   +0 24 58.8
 DH6603;SPC CA 1     - 2,128,667.44  6,738,271.32   sFT  0.99989868   +0 24 58.8
 DH6603;UTM  10      - 4,503,616.769   638,333.743   MT  0.99983554   +1 04 00.7
 DH6603
 DH6603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6603!SPC CA 1     -   0.99975030  x   0.99989868  =   0.99964900
 DH6603!UTM  10      -   0.99975030  x   0.99983554  =   0.99958588
 DH6603
 DH6603                          SUPERSEDED SURVEY CONTROL
 DH6603
 DH6603  NAD 83(1998)-  40 40 18.61218(N)    121 21 47.81799(W) AD(2004.69) B
 DH6603  ELLIP H (09/28/05) 1592.220  (m)                       GP(       ) 4 1
 DH6603
 DH6603.Superseded values are not recommended for survey control.
 DH6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6603.See file dsdata.txt to determine how the superseded data were derived.
 DH6603
 DH6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL3833403617(NAD 83)
 DH6603_MARKER: DD = SURVEY DISK
 DH6603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6603+WITH SETTING: INFORMATION.
 DH6603_STAMPING: 44 SHA 68.83 2004
 DH6603_MARK LOGO: CSRC  
 DH6603_PROJECTION: FLUSH
 DH6603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6603+STABILITY: SURFACE MOTION
 DH6603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6603+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 DH6603_ROD/PIPE-DEPTH: 2.4  meters
 DH6603
 DH6603  HISTORY     - Date     Condition        Report By
 DH6603  HISTORY     - 20040805 MONUMENTED       CADT
 DH6603
 DH6603                          STATION DESCRIPTION
 DH6603
 DH6603'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6603'THE STATION IS LOCATED ADJACENT TO HIGHWAY 44 IN SHASTA COUNTY AT
 DH6603'POSTMILE 68.83 ABOUT 6  KM EAST OF OLD STATION,  35 KM SOUTHEAST OF
 DH6603'BURNEY, AND 42 KM NORHT NORTHWEST OF  CHESTER.  TO REACH THE STATION
 DH6603'FROM THE INTERSECTION OF HIGHWAY 89 AND HIGHWAY 44 IN  OLD STATION GO
 DH6603'EASTERLY ON HIGHWAY 44 4.45 KM TO PLUM VALLEY ROAD ON THE LEFT.
 DH6603'CONTINUE  EASTERLY ON HIGHWAY 44 5.47 KM TO A DIRT ROAD ON THE LEFT.
 DH6603'TURN LEFT AND GO 30 M TO THE  STATION ABOUT 45 M TO THE LEFT.  THE
 DH6603'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH  ACCESS COVER SET IN
 DH6603'CONCRETE FLUSH WITH THE GROUND 0.9 M EAST OF A WHITE CARSONITE  POST
 DH6603'WITH AMBER REFLECTOR, 1.1 M SOUTH OF AN ORANGE CARSONITE WITNESS POST,
 DH6603'AND 88 M  NORTH OF THE YELLOW STRIPE OF HIGHWAY 44.
 DH6603'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6603'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0053 ***********************************************************************
 JT0053  DESIGNATION -  44 TKM
 JT0053  PID         -  JT0053
 JT0053  STATE/COUNTY-  CA/NAPA
 JT0053  USGS QUAD   -  WALTER SPRINGS (1992)
 JT0053
 JT0053                         *CURRENT SURVEY CONTROL
 JT0053  ___________________________________________________________________
 JT0053* NAD 83(1986)-  38 44 23.     (N)    122 16 20.     (W)     SCALED    
 JT0053* NAVD 88     -       205.95   (+/-2cm)     675.7    (feet)  VERTCON   
 JT0053  ___________________________________________________________________
 JT0053  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JT0053  VERT ORDER  -  THIRD (See Below)
 JT0053
 JT0053.The horizontal coordinates were scaled from a topographic map and have
 JT0053.an estimated accuracy of +/- 6 seconds.
 JT0053
 JT0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0053.The vertical order pertains to the NGVD 29 superseded value.
 JT0053
 JT0053.The geoid height was determined by GEOID03.
 JT0053
 JT0053;                    North         East    Units  Estimated Accuracy
 JT0053;SPC CA 2     -   619,150.    1,976,330.      MT  (+/- 180 meters Scaled)
 JT0053
 JT0053                          SUPERSEDED SURVEY CONTROL
 JT0053
 JT0053  NGVD 29 (??/??/??)  205.12   (m)          673.0    (f) RESET       3  
 JT0053
 JT0053.Superseded values are not recommended for survey control.
 JT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0053.See file dsdata.txt to determine how the superseded data were derived.
 JT0053
 JT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632881(NAD 83)
 JT0053_MARKER: DD = SURVEY DISK
 JT0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0053_STAMPING: 44 TKM 1942 673
 JT0053_MARK LOGO: USGS  
 JT0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0053+STABILITY: SURFACE MOTION
 JT0053
 JT0053  HISTORY     - Date     Condition        Report By
 JT0053  HISTORY     - 1942     MONUMENTED       USGS
 JT0053  HISTORY     - 1966     GOOD             CGS
 JT0053
 JT0053                          STATION DESCRIPTION
 JT0053
 JT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JT0053'27 MI SE FROM LOWER LAKE.
 JT0053'14.2 MILES SOUTHEAST ALONG MORGAN VALLEY ROAD FROM THE POST
 JT0053'OFFICE AT LOWER LAKE, THENCE 12.85 MILES SOUTHEAST ALONG
 JT0053'BERRYESSA-KNOXVILLE ROAD, 0.15 MILE SOUTH OF A CONCRETE BRIDGE
 JT0053'OVER A CREEK, 66 FEET WEST OF THE CENTER LINE OF THE ROAD, 10
 JT0053'FEET SOUTHWEST OF A 48-INCH FORKED OAK TREE, 35.0 FEET WEST OF A
 JT0053'FENCE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 JT0053'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JT0053'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0268 ***********************************************************************
 HT0268  DESIGNATION -  44+63 USE
 HT0268  PID         -  HT0268
 HT0268  STATE/COUNTY-  CA/ALAMEDA
 HT0268  USGS QUAD   -  SAN LEANDRO (1993)
 HT0268
 HT0268                         *CURRENT SURVEY CONTROL
 HT0268  ___________________________________________________________________
 HT0268* NAD 83(1986)-  37 43 55.     (N)    122 12 48.     (W)     SCALED    
 HT0268* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 HT0268  ___________________________________________________________________
 HT0268  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HT0268  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0268
 HT0268.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0268
 HT0268.The horizontal coordinates were scaled from a topographic map and have
 HT0268.an estimated accuracy of +/- 6 seconds.
 HT0268
 HT0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0268.The vertical order pertains to the NGVD 29 superseded value.
 HT0268
 HT0268.The geoid height was determined by GEOID03.
 HT0268
 HT0268;                    North         East    Units  Estimated Accuracy
 HT0268;SPC CA 3     -   638,110.    1,848,990.      MT  (+/- 180 meters Scaled)
 HT0268
 HT0268                          SUPERSEDED SURVEY CONTROL
 HT0268
 HT0268  NGVD 29 (??/??/92)    0.09   (m)            0.3    (f) COMPUTED    1 2
 HT0268
 HT0268.Superseded values are not recommended for survey control.
 HT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0268.See file dsdata.txt to determine how the superseded data were derived.
 HT0268
 HT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG693763(NAD 83)
 HT0268_MARKER: P = PIPE CAP
 HT0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0268
 HT0268  HISTORY     - Date     Condition        Report By
 HT0268  HISTORY     - UNK      MONUMENTED       DOD
 HT0268  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0268  HISTORY     - 1963     GOOD             NGS
 HT0268
 HT0268                          STATION DESCRIPTION
 HT0268
 HT0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0268'AT OAKLAND MUN AIRPORT.
 HT0268'1945 DESCRIPTION-- AT OAKLAND MUNICIPAL AIRPORT, 500 FEET
 HT0268'NORTHEAST OF THE CENTER OF THE NEW NORTHWEST-AND-SOUTHEAST
 HT0268'RUNWAY, 143 FEET NORTHEAST OF THE CENTER OF THE
 HT0268'NORTHWEST-AND-SOUTHEAST TAXIWAY, AND 1.5 FEET SOUTH OF A RED
 HT0268'AND WHITE WITNESS POST.  A 1-3/4-INCH IRON PIPE SET IN
 HT0268'CONCRETE (NO CAP).
 HT0268
 HT0268                          STATION RECOVERY (1963)
 HT0268
 HT0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1315 ***********************************************************************
 DY1315  DESIGNATION -  44.547
 DY1315  PID         -  DY1315
 DY1315  STATE/COUNTY-  CA/LOS ANGELES
 DY1315  USGS QUAD   -  VENICE (1981)
 DY1315
 DY1315                         *CURRENT SURVEY CONTROL
 DY1315  ___________________________________________________________________
 DY1315* NAD 83(1986)-  33 55 52.     (N)    118 26 05.     (W)     SCALED    
 DY1315* NAVD 88     -        14.156  (meters)      46.44   (feet)  ADJUSTED  
 DY1315  ___________________________________________________________________
 DY1315  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DY1315  DYNAMIC HT  -          14.141 (meters)      46.39  (feet)  COMP
 DY1315  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 DY1315
 DY1315  VERT ORDER  -  FIRST     CLASS I
 DY1315
 DY1315.The horizontal coordinates were scaled from a topographic map and have
 DY1315.an estimated accuracy of +/- 6 seconds.
 DY1315
 DY1315.The orthometric height was determined by differential leveling
 DY1315.and adjusted in June 1995.
 DY1315
 DY1315.The geoid height was determined by GEOID03.
 DY1315
 DY1315.The dynamic height is computed by dividing the NAVD 88
 DY1315.geopotential number by the normal gravity value computed on the
 DY1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1315.degrees latitude (g = 980.6199 gals.).
 DY1315
 DY1315.The modeled gravity was interpolated from observed gravity values.
 DY1315
 DY1315;                    North         East    Units  Estimated Accuracy
 DY1315;SPC CA 5     -   547,910.    1,959,810.      MT  (+/- 180 meters Scaled)
 DY1315
 DY1315                          SUPERSEDED SURVEY CONTROL
 DY1315
 DY1315  NAVD 88 (06/15/91)   14.163  (m)           46.47   (f) UNKNOWN     1 1
 DY1315  NGVD 29 (??/??/92)   13.420  (m)           44.03   (f) ADJ UNCH    1 1
 DY1315
 DY1315.Superseded values are not recommended for survey control.
 DY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1315.See file dsdata.txt to determine how the superseded data were derived.
 DY1315
 DY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT673554(NAD 83)
 DY1315_MARKER: S = SPIKE
 DY1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1315_SP_SET: CATCH BASIN
 DY1315_MARK LOGO: NONE  
 DY1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1315+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 DY1315
 DY1315  HISTORY     - Date     Condition        Report By
 DY1315  HISTORY     - UNK      MONUMENTED       CA1980
 DY1315  HISTORY     - 1960     GOOD             NGS
 DY1315  HISTORY     - 1966     GOOD             NGS
 DY1315  HISTORY     - 1978     GOOD             NGS
 DY1315  HISTORY     - 19890522 GOOD             NGS
 DY1315  HISTORY     - 19940707 GOOD             NGS
 DY1315  HISTORY     - 20060330 GOOD             INDIV
 DY1315
 DY1315                          STATION DESCRIPTION
 DY1315
 DY1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1315'AT PLAYA DEL RAY.
 DY1315'AT PLAYA DEL REY, 392 FEET NORTHWEST ALONG VIST DEL MAR FROM THE
 DY1315'CENTER OF THE JUNCTION OF IMPERIAL HIGHWAY, AT THE WEST CORNER
 DY1315'OF A CONCRETE CATCH BASIN, IN THE TOP AND 0.6 FOOT NORTHEAST OF THE
 DY1315'SOUTHWEST EDGE OF THE NORTHEAST CURB OF VISTA DEL MAR, 29 FEET
 DY1315'NORTHEAST OF THE CENTER LINE OF VISTA DEL MAR, AND ABOUT 1 FOOT
 DY1315'HIGHER THAN THE STREET.
 DY1315
 DY1315                          STATION RECOVERY (1966)
 DY1315
 DY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1315'RECOVERED IN GOOD CONDITION.
 DY1315
 DY1315                          STATION RECOVERY (1978)
 DY1315
 DY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1315'RECOVERED IN GOOD CONDITION.
 DY1315
 DY1315                          STATION RECOVERY (1989)
 DY1315
 DY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1315'RECOVERED IN GOOD CONDITION.
 DY1315
 DY1315                          STATION RECOVERY (1994)
 DY1315
 DY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1315'0.1 KM (0.05 MI) NORTHERLY ALONG VISTA DEL MAR FROM THE JUNCTION OF
 DY1315'IMPERIAL HIGHWAY IN PLAYA DEL REY, A SPIKE NEAR THE WEST CORNER OF A
 DY1315'CONCRETE CATCH BASIN, 119.0 M (390.4 FT) NORTHWEST OF THE CENTER OF
 DY1315'IMPERIAL HIGHWAY, 7.3 M (24.0 FT) NORTHEAST OF THE CENTERLINE OF VISTA
 DY1315'DEL MAR, 3.1 M (10.2 FT) SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.2 M
 DY1315'(0.7 FT) ABOVE THE LEVEL OF VISTA DEL MAR.
 DY1315
 DY1315                          STATION RECOVERY (2006)
 DY1315
 DY1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PBD)
 DY1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5448 ***********************************************************************
 DX5448  DESIGNATION -  440
 DX5448  PID         -  DX5448
 DX5448  STATE/COUNTY-  CA/RIVERSIDE
 DX5448  USGS QUAD   -  STEELE PEAK (1978)
 DX5448
 DX5448                         *CURRENT SURVEY CONTROL
 DX5448  ___________________________________________________________________
 DX5448* NAD 83(1986)-  33 50 14.     (N)    117 19 03.     (W)     SCALED    
 DX5448* NAVD 88     -       487.936  (meters)    1600.84   (feet)  ADJUSTED  
 DX5448  ___________________________________________________________________
 DX5448  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DX5448  DYNAMIC HT  -         487.380 (meters)    1599.01  (feet)  COMP
 DX5448  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 DX5448
 DX5448  VERT ORDER  -  FIRST     CLASS II
 DX5448
 DX5448.The horizontal coordinates were scaled from a topographic map and have
 DX5448.an estimated accuracy of +/- 6 seconds.
 DX5448
 DX5448.The orthometric height was determined by differential leveling
 DX5448.and adjusted in January 1993.
 DX5448
 DX5448.The geoid height was determined by GEOID03.
 DX5448
 DX5448.The dynamic height is computed by dividing the NAVD 88
 DX5448.geopotential number by the normal gravity value computed on the
 DX5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5448.degrees latitude (g = 980.6199 gals.).
 DX5448
 DX5448.The modeled gravity was interpolated from observed gravity values.
 DX5448
 DX5448;                    North         East    Units  Estimated Accuracy
 DX5448;SPC CA 6     -   685,780.    1,901,190.      MT  (+/- 180 meters Scaled)
 DX5448
 DX5448                          SUPERSEDED SURVEY CONTROL
 DX5448
 DX5448.No superseded survey control is available for this station.
 DX5448
 DX5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT706441(NAD 83)
 DX5448_MARKER: A = ALUMINUM MARKER
 DX5448_SETTING: 80 = SET IN A BOULDER
 DX5448_SP_SET: BOULDER
 DX5448_STAMPING: BM 440
 DX5448_MARK LOGO: MWDSC 
 DX5448_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5448+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5448
 DX5448  HISTORY     - Date     Condition        Report By
 DX5448  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5448
 DX5448                          STATION DESCRIPTION
 DX5448
 DX5448'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5448'PERRIS, 3.2 MILES (5.1 KM) WEST ALONG CAJALCO RD FROM THE 215 FRWY, AT
 DX5448'THE INTERSECTION OF CAJALCO RD AND ALEXANDER ST 0.7 MILE (1.1 KM)
 DX5448'WEST ALONG CAJALCO RD,67 FEET NORTH OF THE CENTERLINE OF CAJALCO RD, A
 DX5448'LARGE BOULDER 30 FEET (9.1 M) DIAMETER AND 12 FEET (3.7 M) HIGH. A
 DX5448'STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET ON SOUTHSIDE OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5449 ***********************************************************************
 DX5449  DESIGNATION -  441
 DX5449  PID         -  DX5449
 DX5449  STATE/COUNTY-  CA/RIVERSIDE
 DX5449  USGS QUAD   -  STEELE PEAK (1978)
 DX5449
 DX5449                         *CURRENT SURVEY CONTROL
 DX5449  ___________________________________________________________________
 DX5449* NAD 83(1986)-  33 50 10.     (N)    117 19 38.     (W)     SCALED    
 DX5449* NAVD 88     -       482.865  (meters)    1584.20   (feet)  ADJUSTED  
 DX5449  ___________________________________________________________________
 DX5449  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DX5449  DYNAMIC HT  -         482.315 (meters)    1582.40  (feet)  COMP
 DX5449  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 DX5449
 DX5449  VERT ORDER  -  FIRST     CLASS II
 DX5449
 DX5449.The horizontal coordinates were scaled from a topographic map and have
 DX5449.an estimated accuracy of +/- 6 seconds.
 DX5449
 DX5449.The orthometric height was determined by differential leveling
 DX5449.and adjusted in January 1993.
 DX5449
 DX5449.The geoid height was determined by GEOID03.
 DX5449
 DX5449.The dynamic height is computed by dividing the NAVD 88
 DX5449.geopotential number by the normal gravity value computed on the
 DX5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5449.degrees latitude (g = 980.6199 gals.).
 DX5449
 DX5449.The modeled gravity was interpolated from observed gravity values.
 DX5449
 DX5449;                    North         East    Units  Estimated Accuracy
 DX5449;SPC CA 6     -   685,670.    1,900,290.      MT  (+/- 180 meters Scaled)
 DX5449
 DX5449                          SUPERSEDED SURVEY CONTROL
 DX5449
 DX5449.No superseded survey control is available for this station.
 DX5449
 DX5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT697440(NAD 83)
 DX5449_MARKER: A = ALUMINUM MARKER
 DX5449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5449_SP_SET: CONCRETE POST
 DX5449_STAMPING: BM 441
 DX5449_MARK LOGO: MWDSC 
 DX5449_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5449+STABILITY: SURFACE MOTION
 DX5449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5449+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5449
 DX5449  HISTORY     - Date     Condition        Report By
 DX5449  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5449
 DX5449                          STATION DESCRIPTION
 DX5449
 DX5449'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5449'PERRIS,1150 FEET EAST OF THE INTERSECTION OF CAJALCO RD AND WOOD RD,
 DX5449'40 FEET (12.2 M) SOUTH OF THE CENTERLINE OF CAJALCO RD AND 16 FEET
 DX5449'(4.9 M) EAST OF MAIN ENTRANCE ROAD TO CHICKEN RANCH, 2.5 FEET
 DX5449'(0.8 M) WEST OF A 6-BY-6-IN BY 2 FOOT (0.6 M) TELEPHONE BOX AND 2 FEET
 DX5449'(0.6 M) EAST OF A POWER POLE. A STANDARD MWDSC 3-1/4 INCH ALUMINUM
 DX5449'DISK SET FLUSH IN 8 INCH DIAMETER CONCRETE POST UP 0.3 FOOT (9.1 CM)
 DX5449'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0553 ***********************************************************************
 FU0553  DESIGNATION -  441.974 USGS
 FU0553  PID         -  FU0553
 FU0553  STATE/COUNTY-  CA/KERN
 FU0553  USGS QUAD   -  FAMOSO (1968)
 FU0553
 FU0553                         *CURRENT SURVEY CONTROL
 FU0553  ___________________________________________________________________
 FU0553* NAD 83(1986)-  35 31 27.     (N)    119 11 16.     (W)     SCALED    
 FU0553* NAVD 88     -       135.24   (+/-2cm)     443.7    (feet)  VERTCON   
 FU0553  ___________________________________________________________________
 FU0553  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 FU0553  VERT ORDER  -  THIRD (See Below)
 FU0553
 FU0553.The horizontal coordinates were scaled from a topographic map and have
 FU0553.an estimated accuracy of +/- 6 seconds.
 FU0553
 FU0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0553.The vertical order pertains to the NGVD 29 superseded value.
 FU0553
 FU0553.The geoid height was determined by GEOID03.
 FU0553
 FU0553;                    North         East    Units  Estimated Accuracy
 FU0553;SPC CA 5     -   725,180.    1,892,270.      MT  (+/- 180 meters Scaled)
 FU0553
 FU0553                          SUPERSEDED SURVEY CONTROL
 FU0553
 FU0553  NGVD 29 (??/??/??)  134.41   (m)          441.0    (f) RESET       3  
 FU0553
 FU0553.Superseded values are not recommended for survey control.
 FU0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0553.See file dsdata.txt to determine how the superseded data were derived.
 FU0553
 FU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV016333(NAD 83)
 FU0553_MARKER: P = PIPE CAP
 FU0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0553_STAMPING: 441.974 B 1902
 FU0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0553
 FU0553  HISTORY     - Date     Condition        Report By
 FU0553  HISTORY     - 1902     MONUMENTED       USGS
 FU0553  HISTORY     - 1953     GOOD             NGS
 FU0553  HISTORY     - 1970     GOOD             NGS
 FU0553
 FU0553                          STATION DESCRIPTION
 FU0553
 FU0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0553'5.2 MI S FROM FAMOSO.
 FU0553'5.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0553'THE STATION AT FAMOSO, 5 POLES NORTH OF MILEPOLE 298, 59 1/2
 FU0553'FEET SOUTH OF A TELEGRAPH POLE, 46.9 FEET EAST OF THE EAST RAIL,
 FU0553'31.0 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF U.S.
 FU0553'HIGHWAY 99, 1 FOOT WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 FU0553'THAN THE TRACKS, AND WELDED ON THE TOP OF A 3 1/2-INCH PIPE
 FU0553'PROJECTING 0.8 FOOT ABOVE THE GROUND.  SEC 4, T 28 S, R 26 E.
 FU0553
 FU0553                          STATION RECOVERY (1970)
 FU0553
 FU0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0243 ***********************************************************************
 LT0243  DESIGNATION -  4411.15 USBPR
 LT0243  PID         -  LT0243
 LT0243  STATE/COUNTY-  CA/SHASTA
 LT0243  USGS QUAD   -  OLD STATION (1995)
 LT0243
 LT0243                         *CURRENT SURVEY CONTROL
 LT0243  ___________________________________________________________________
 LT0243* NAD 83(1986)-  40 40 31.     (N)    121 26 17.     (W)     SCALED    
 LT0243* NAVD 88     -      1346.417  (meters)    4417.37   (feet)  ADJUSTED  
 LT0243  ___________________________________________________________________
 LT0243  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0243  DYNAMIC HT  -        1345.385 (meters)    4413.98  (feet)  COMP
 LT0243  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 LT0243
 LT0243  VERT ORDER  -  SECOND    CLASS 0
 LT0243
 LT0243.The horizontal coordinates were scaled from a topographic map and have
 LT0243.an estimated accuracy of +/- 6 seconds.
 LT0243
 LT0243.The orthometric height was determined by differential leveling
 LT0243.and adjusted in June 1991.
 LT0243
 LT0243.The geoid height was determined by GEOID03.
 LT0243
 LT0243.The dynamic height is computed by dividing the NAVD 88
 LT0243.geopotential number by the normal gravity value computed on the
 LT0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0243.degrees latitude (g = 980.6199 gals.).
 LT0243
 LT0243.The modeled gravity was interpolated from observed gravity values.
 LT0243
 LT0243;                    North         East    Units  Estimated Accuracy
 LT0243;SPC CA 1     -   649,160.    2,047,510.      MT  (+/- 180 meters Scaled)
 LT0243
 LT0243                          SUPERSEDED SURVEY CONTROL
 LT0243
 LT0243  NGVD 29 (??/??/??) 1345.375  (m)         4413.95   (f) ADJUSTED    2 0
 LT0243
 LT0243.Superseded values are not recommended for survey control.
 LT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0243.See file dsdata.txt to determine how the superseded data were derived.
 LT0243
 LT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL320038(NAD 83)
 LT0243_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0243_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0243_STAMPING: 4411.15 1932
 LT0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0243
 LT0243  HISTORY     - Date     Condition        Report By
 LT0243  HISTORY     - 1932     MONUMENTED       BPR
 LT0243  HISTORY     - 1935     GOOD             NGS
 LT0243
 LT0243                          STATION DESCRIPTION
 LT0243
 LT0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0243'0.3 MI SW FROM OLD STATION.
 LT0243'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0243'AT OLD STATION, SHASTA COUNTY, 121 FEET NORTH OF THE CENTER OF
 LT0243'A DITCH HEADGATE, AND 51.5 FEET NORTH OF THE CENTERLINE OF THE
 LT0243'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 LT0243'STAMPED 4411.15 1932 AND RIVETED ON THE TOP OF A 2-INCH IRON
 LT0243'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0647 ***********************************************************************
 JS0647  DESIGNATION -  4412
 JS0647  PID         -  JS0647
 JS0647  STATE/COUNTY-  CA/PLACER
 JS0647  USGS QUAD   -  TUNNEL HILL (1973)
 JS0647
 JS0647                         *CURRENT SURVEY CONTROL
 JS0647  ___________________________________________________________________
 JS0647* NAD 83(1986)-  38 59 37.     (N)    120 37 34.     (W)     SCALED    
 JS0647* NAVD 88     -      1345.82   (+/-2cm)    4415.4    (feet)  VERTCON   
 JS0647  ___________________________________________________________________
 JS0647  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JS0647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0647
 JS0647.The horizontal coordinates were scaled from a topographic map and have
 JS0647.an estimated accuracy of +/- 6 seconds.
 JS0647
 JS0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0647.The vertical order pertains to the NGVD 29 superseded value.
 JS0647
 JS0647.The geoid height was determined by GEOID03.
 JS0647
 JS0647;                    North         East    Units  Estimated Accuracy
 JS0647;SPC CA 2     -   648,200.    2,119,010.      MT  (+/- 180 meters Scaled)
 JS0647
 JS0647                          SUPERSEDED SURVEY CONTROL
 JS0647
 JS0647  NGVD 29 (??/??/92) 1344.888  (m)         4412.35   (f) ADJ UNCH    2 0
 JS0647
 JS0647.Superseded values are not recommended for survey control.
 JS0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0647.See file dsdata.txt to determine how the superseded data were derived.
 JS0647
 JS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ055187(NAD 83)
 JS0647_MARKER: N = NAIL
 JS0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0647_SP_SET: OAK TREE ROOT
 JS0647_MARK LOGO: USFS  
 JS0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0647
 JS0647  HISTORY     - Date     Condition        Report By
 JS0647  HISTORY     - UNK      MONUMENTED       USFS
 JS0647  HISTORY     - 1952     GOOD             CGS
 JS0647
 JS0647                          STATION DESCRIPTION
 JS0647
 JS0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0647'28 MI NE FROM GEORGETOWN.
 JS0647'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0647'POST OFFICE AT GEORGETOWN, THENCE 19.5 MILES NORTHEAST ALONG THE
 JS0647'RALSTON RIDGE ROAD, IN THE TOP OF A CUT IN THE ROOT OF A LARGE
 JS0647'OAK TREE, 11 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 JS0647'3 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 JS0647'LETTERS AND NUMBERS USFS 4412 B M ON THE SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0452 ***********************************************************************
 MW0452  DESIGNATION -  4414.63
 MW0452  PID         -  MW0452
 MW0452  STATE/COUNTY-  CA/SISKIYOU
 MW0452  USGS QUAD   -  DEAD HORSE SUMMIT (1990)
 MW0452
 MW0452                         *CURRENT SURVEY CONTROL
 MW0452  ___________________________________________________________________
 MW0452* NAD 83(1986)-  41 12 59.     (N)    121 47 23.     (W)     SCALED    
 MW0452* NAVD 88     -      1337.908  (meters)    4389.45   (feet)  ADJUSTED  
 MW0452  ___________________________________________________________________
 MW0452  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 MW0452  DYNAMIC HT  -        1336.977 (meters)    4386.40  (feet)  COMP
 MW0452  MODELED GRAV-     979,880.7   (mgal)                       NAVD 88
 MW0452
 MW0452  VERT ORDER  -  SECOND    CLASS 0
 MW0452
 MW0452.The horizontal coordinates were scaled from a topographic map and have
 MW0452.an estimated accuracy of +/- 6 seconds.
 MW0452
 MW0452.The orthometric height was determined by differential leveling
 MW0452.and adjusted in June 1991.
 MW0452
 MW0452.The geoid height was determined by GEOID03.
 MW0452
 MW0452.The dynamic height is computed by dividing the NAVD 88
 MW0452.geopotential number by the normal gravity value computed on the
 MW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0452.degrees latitude (g = 980.6199 gals.).
 MW0452
 MW0452.The modeled gravity was interpolated from observed gravity values.
 MW0452
 MW0452;                    North         East    Units  Estimated Accuracy
 MW0452;SPC CA 1     -   709,110.    2,017,630.      MT  (+/- 180 meters Scaled)
 MW0452
 MW0452                          SUPERSEDED SURVEY CONTROL
 MW0452
 MW0452  NGVD 29 (??/??/??) 1336.846  (m)         4385.97   (f) ADJUSTED    2 0
 MW0452
 MW0452.Superseded values are not recommended for survey control.
 MW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0452.See file dsdata.txt to determine how the superseded data were derived.
 MW0452
 MW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL014634(NAD 83)
 MW0452_MARKER: S = SPIKE
 MW0452_SETTING: 0 = UNSPECIFIED SETTING
 MW0452_MARK LOGO: BOR   
 MW0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0452
 MW0452  HISTORY     - Date     Condition        Report By
 MW0452  HISTORY     - UNK      MONUMENTED       BPR
 MW0452  HISTORY     - 1936     GOOD             CGS
 MW0452  HISTORY     - 19861113 MARK NOT FOUND   USPSQD
 MW0452
 MW0452                          STATION DESCRIPTION
 MW0452
 MW0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MW0452'3.6 MI SE FROM BARTLE.
 MW0452'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE
 MW0452'RANGER STATION AT BARTLE, SISKIYOU COUNTY, 60 FEET SOUTHEAST OF
 MW0452'THE SOUTHEAST CORNER OF THE CONCRETE HEADWALL OF A 16-INCH PIPE
 MW0452'CULVERT, 34 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MW0452'AT THE BASE OF A 34-INCH PINE TREE.  AN IRON SPIKE.
 MW0452
 MW0452                          STATION RECOVERY (1986)
 MW0452
 MW0452'RECOVERY NOTE BY US POWER SQUADRON 1986 (RFW)
 MW0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0501 ***********************************************************************
 KS0501  DESIGNATION -  4416.53 USBPR
 KS0501  PID         -  KS0501
 KS0501  STATE/COUNTY-  CA/PLUMAS
 KS0501  USGS QUAD   -  JOHNSVILLE (1994)
 KS0501
 KS0501                         *CURRENT SURVEY CONTROL
 KS0501  ___________________________________________________________________
 KS0501* NAD 83(1986)-  39 48 21.     (N)    120 39 02.     (W)     SCALED    
 KS0501* NAVD 88     -      1348.51   (+/-2cm)    4424.2    (feet)  VERTCON   
 KS0501  ___________________________________________________________________
 KS0501  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 KS0501  VERT ORDER  -  ? (See Below)
 KS0501
 KS0501.The horizontal coordinates were scaled from a topographic map and have
 KS0501.an estimated accuracy of +/- 6 seconds.
 KS0501
 KS0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0501.The vertical order pertains to the NGVD 29 superseded value.
 KS0501
 KS0501.The geoid height was determined by GEOID03.
 KS0501
 KS0501;                    North         East    Units  Estimated Accuracy
 KS0501;SPC CA 1     -   553,360.    2,115,560.      MT  (+/- 180 meters Scaled)
 KS0501
 KS0501                          SUPERSEDED SURVEY CONTROL
 KS0501
 KS0501  NGVD 29 (??/??/??) 1347.499  (m)         4420.92   (f) ADJUSTED    ?  
 KS0501
 KS0501.Superseded values are not recommended for survey control.
 KS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0501.See file dsdata.txt to determine how the superseded data were derived.
 KS0501
 KS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK011088(NAD 83)
 KS0501_MARKER: DD = SURVEY DISK
 KS0501_SETTING: 0 = UNSPECIFIED SETTING
 KS0501_STAMPING: 4416.53 1928
 KS0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0501
 KS0501  HISTORY     - Date     Condition        Report By
 KS0501  HISTORY     - 1928     MONUMENTED       BPR
 KS0501  HISTORY     - 1972     GOOD             USGS
 KS0501
 KS0501                          STATION DESCRIPTION
 KS0501
 KS0501'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KS0501'11.9 MI W FROM PORTOLA.
 KS0501'ABOUT 11.9 MILES WEST ALONG STATE HIGHWAY 70 FROM PO AT
 KS0501'PORTOLA, PLUMAS COUNTY, TO A PAVED SIDE ROAD (AN ABANDONED
 KS0501'SECTION OF THE HIGHWAY), TURN RIGHT ONTO THE OLD HIGHWAY AND
 KS0501'PROCEED 0.1 MILE NORTH.  THE MARK IS AT THE CENTER OF AN
 KS0501'ABANDONED DIRT ROAD, 46 FEET WEST OF THE CENTERLINE OF THE
 KS0501'PAVED OLD HIGHWAY, AND 6 FEET LOWER THAN THE HIGHWAY.  PROJECTS
 KS0501'0.7 FOOT AND IS SLIGHTLY INCLINED.  BM 4426.36 BPR   1928
 KS0501'(NOT LISTED) IS 44 FEET EAST OF CENTERLINE OF OLD HIGHWAY
 KS0501'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  PROJECTS 1.5 FEET
 KS0501'AND IS INCLINED.  OPPOSITE OF ABOVE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0902 ***********************************************************************
 DB0902  DESIGNATION -  4419 3 A IID
 DB0902  PID         -  DB0902
 DB0902  STATE/COUNTY-  CA/IMPERIAL
 DB0902  USGS QUAD   -  BRAWLEY (1979)
 DB0902
 DB0902                         *CURRENT SURVEY CONTROL
 DB0902  ___________________________________________________________________
 DB0902* NAD 83(1986)-  32 54 48.     (N)    115 33 56.     (W)     SCALED    
 DB0902* NAVD 88     -       -27.106  (meters)     -88.93   (feet)  READJUSTED
 DB0902  ___________________________________________________________________
 DB0902  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DB0902  DYNAMIC HT  -         -27.080 (meters)     -88.84  (feet)  COMP
 DB0902  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DB0902
 DB0902  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0902
 DB0902.The horizontal coordinates were scaled from a topographic map and have
 DB0902.an estimated accuracy of +/- 6 seconds.
 DB0902
 DB0902.The orthometric height was determined by differential leveling
 DB0902.and adjusted in January 1995.
 DB0902.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0902.distribution rate of 0.0 thru 1.0 mm/km.
 DB0902.The height was derived from older observations constrained to new
 DB0902.heights in a crustal motion area.  The height is approximate in
 DB0902.relation to other heights in its vicinity.
 DB0902
 DB0902.The geoid height was determined by GEOID03.
 DB0902
 DB0902.The dynamic height is computed by dividing the NAVD 88
 DB0902.geopotential number by the normal gravity value computed on the
 DB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0902.degrees latitude (g = 980.6199 gals.).
 DB0902
 DB0902.The modeled gravity was interpolated from observed gravity values.
 DB0902
 DB0902;                    North         East    Units  Estimated Accuracy
 DB0902;SPC CA 6     -   583,020.    2,064,020.      MT  (+/- 180 meters Scaled)
 DB0902
 DB0902                          SUPERSEDED SURVEY CONTROL
 DB0902
 DB0902  NGVD 29 (??/??/??)  -27.774  (m)          -91.12   (f) ADJUSTED    1 2
 DB0902
 DB0902.Superseded values are not recommended for survey control.
 DB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0902.See file dsdata.txt to determine how the superseded data were derived.
 DB0902
 DB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS341425(NAD 83)
 DB0902_MARKER: DD = SURVEY DISK
 DB0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0902_SP_SET: CANAL
 DB0902_STAMPING: 4419-3A 1972
 DB0902_MARK LOGO: IID   
 DB0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0902
 DB0902  HISTORY     - Date     Condition        Report By
 DB0902  HISTORY     - 1972     MONUMENTED       IID
 DB0902  HISTORY     - 1972     GOOD             NGS
 DB0902  HISTORY     - 1976     GOOD             NGS
 DB0902  HISTORY     - 1978     GOOD             NGS
 DB0902  HISTORY     - 1981     GOOD             NGS
 DB0902
 DB0902                          STATION DESCRIPTION
 DB0902
 DB0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0902'5.7 MI NE FROM IMPERIAL.
 DB0902'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0902'IMPERIAL, TO KEYSTONE ROAD, ABOUT 0.3 MILES EAST ALONG KEYSTONE
 DB0902'ROAD TO CHECK IN NEWSIDE LATERAL 4 OF DELIVERY 39B, MARKED LATERAL
 DB0902'4 39, 40 FT PLUS OR MINUS NORTH OF CENTERLINE OF ROAD.  SECTION 19
 DB0902'T14S., R14E.  NOTE-- 2 1/2 IN BRONZE DISK SET ON THE SOUTH
 DB0902'UPSTREAM CURVED CONCRETE WINGWALL.
 DB0902
 DB0902                          STATION RECOVERY (1976)
 DB0902
 DB0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DB0902'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DB0902'THE CROSSING OF MAIN STREET AT IMPERIAL, THENCE 0.8 MILE WEST
 DB0902'ALONG A PAVED COUNTY ROAD (KEYSTONE), 39 FT. NORTH OF THE CENTER
 DB0902'LINE OF KEYSTONE ROAD, 12.5 FT.WEST OF THE APPROXIMATE CENTER
 DB0902'LINE OF A FIELD ROAD ENTRANCE, SET IN TOP AND 0.6 FT. NORTH OF
 DB0902'THE SOUTH END OF THE SOUTHWEST WING WALL FOR NEWSIDE LATERAL 4
 DB0902'CHECK 39.
 DB0902
 DB0902                          STATION RECOVERY (1978)
 DB0902
 DB0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DB0902'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0902'CROSSING OF MAIN STREET AT IMPERIAL, THENCE 0.8 MILE WEST ALONG A
 DB0902'PAVED COUNTY ROAD (KEYSTONE), 39 FT. NORTH OF THE CENTER LINE OF
 DB0902'KEYSTONE ROAD, 12.5 FT. WEST OF THE APPROXIMATE CENTER LINE OF A FIELD
 DB0902'ROAD ENTRANCE, ON TOP AND 0.6 FT. NORTH OF THE SOUTH END OF THE
 DB0902'SOUTHWEST WING WALL FOR NEWSIDE LATERAL 4 CHECK 39.
 DB0902
 DB0902                          STATION RECOVERY (1981)
 DB0902
 DB0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0901 ***********************************************************************
 DB0901  DESIGNATION -  4419 3 IID
 DB0901  PID         -  DB0901
 DB0901  STATE/COUNTY-  CA/IMPERIAL
 DB0901  USGS QUAD   -  BRAWLEY (1979)
 DB0901
 DB0901                         *CURRENT SURVEY CONTROL
 DB0901  ___________________________________________________________________
 DB0901* NAD 83(1986)-  32 54 48.     (N)    115 34 13.     (W)     SCALED    
 DB0901* NAVD 88     -       -25.331  (meters)     -83.11   (feet)  READJUSTED
 DB0901  ___________________________________________________________________
 DB0901  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DB0901  DYNAMIC HT  -         -25.300 (meters)     -83.01  (feet)  COMP
 DB0901  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 DB0901
 DB0901  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0901
 DB0901.The horizontal coordinates were scaled from a topographic map and have
 DB0901.an estimated accuracy of +/- 6 seconds.
 DB0901
 DB0901.The orthometric height was determined by differential leveling
 DB0901.and adjusted in January 1995.
 DB0901.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0901.distribution rate of 0.0 thru 1.0 mm/km.
 DB0901.The height was derived from older observations constrained to new
 DB0901.heights in a crustal motion area.  The height is approximate in
 DB0901.relation to other heights in its vicinity.
 DB0901
 DB0901.The geoid height was determined by GEOID03.
 DB0901
 DB0901.The dynamic height is computed by dividing the NAVD 88
 DB0901.geopotential number by the normal gravity value computed on the
 DB0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0901.degrees latitude (g = 980.6199 gals.).
 DB0901
 DB0901.The modeled gravity was interpolated from observed gravity values.
 DB0901
 DB0901;                    North         East    Units  Estimated Accuracy
 DB0901;SPC CA 6     -   583,010.    2,063,580.      MT  (+/- 180 meters Scaled)
 DB0901
 DB0901                          SUPERSEDED SURVEY CONTROL
 DB0901
 DB0901  NGVD 29 (??/??/??)  -25.999  (m)          -85.30   (f) ADJUSTED    1 2
 DB0901
 DB0901.Superseded values are not recommended for survey control.
 DB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0901.See file dsdata.txt to determine how the superseded data were derived.
 DB0901
 DB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS336425(NAD 83)
 DB0901_MARKER: DD = SURVEY DISK
 DB0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0901_SP_SET: CANAL
 DB0901_STAMPING: 4419-3 1972
 DB0901_MARK LOGO: IID   
 DB0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0901
 DB0901  HISTORY     - Date     Condition        Report By
 DB0901  HISTORY     - 1972     MONUMENTED       IID
 DB0901  HISTORY     - 1972     GOOD             NGS
 DB0901  HISTORY     - 1976     GOOD             NGS
 DB0901  HISTORY     - 1978     GOOD             NGS
 DB0901  HISTORY     - 1981     GOOD             NGS
 DB0901
 DB0901                          STATION DESCRIPTION
 DB0901
 DB0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0901'4.6 MI N FROM IMPERIAL.
 DB0901'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0901'IMPERIAL, TO KEYSTONE ROAD, 57 FEET PLUS OR MINUS WEST OF THE
 DB0901'CENTER LINE OF THE WEST LANE OF HIGHWAY 86, 45 FEET PLUS OF MINUS
 DB0901'NORTH OF CENTER LINE OF KEYSTONE ROAD.  SECTION 19, T 14 S., R 14 E.
 DB0901'A 2 1/2 IN BRONZE DISK SET ON THE CENTER LINE OF INLET (WEST)
 DB0901'HEADWALL OF NEWSIDE LATERAL INTER HIGHWAY 86.
 DB0901
 DB0901                          STATION RECOVERY (1976)
 DB0901
 DB0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DB0901'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DB0901'THE CROSSING OF MAIN STREET AT IMPERIAL , THENCE 1.1 MILES WEST
 DB0901'ALONG A PAVED COUNTY ROAD (KEYSTONE), AT THE CROSSING OF HIGHWAY
 DB0901'86, 47 FT. NORTH OF THE CENTER LINE OF THE ROAD, 39.5 FT. WEST
 DB0901'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, SET
 DB0901'IN TOP AND 0.9 FT.NORTH OF THE SOUTH END OF THE WEST CONCRETE
 DB0901'HEADWALL OF AN INLET FOR NEWSIDE LATERAL 4 UNDER HIGHWAY 86.
 DB0901
 DB0901                          STATION RECOVERY (1978)
 DB0901
 DB0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DB0901'4.55 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DB0901'CROSSING OF MAIN STREET AT IMPERIAL, THENCE 1.1 MILES WEST ALONG A
 DB0901'PAVED COUNTY ROAD (KEYSTONE), AT THE CROSSING OF STATE HIGHWAY 86,
 DB0901'47 FT. NORTH OF THE CENTER LINE OF THE ROAD, 39.5 FT. WEST OF THE
 DB0901'CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, SET IN TOP AND
 DB0901'0.9 FT. NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF AN
 DB0901'INLET FOR NEWSIDE LATERAL 4 UNDER HIGHWAY 86.
 DB0901
 DB0901                          STATION RECOVERY (1981)
 DB0901
 DB0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5450 ***********************************************************************
 DX5450  DESIGNATION -  442
 DX5450  PID         -  DX5450
 DX5450  STATE/COUNTY-  CA/RIVERSIDE
 DX5450  USGS QUAD   -  STEELE PEAK (1978)
 DX5450
 DX5450                         *CURRENT SURVEY CONTROL
 DX5450  ___________________________________________________________________
 DX5450* NAD 83(1986)-  33 50 11.     (N)    117 20 13.     (W)     SCALED    
 DX5450* NAVD 88     -       478.548  (meters)    1570.04   (feet)  ADJUSTED  
 DX5450  ___________________________________________________________________
 DX5450  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DX5450  DYNAMIC HT  -         478.003 (meters)    1568.25  (feet)  COMP
 DX5450  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DX5450
 DX5450  VERT ORDER  -  FIRST     CLASS II
 DX5450
 DX5450.The horizontal coordinates were scaled from a topographic map and have
 DX5450.an estimated accuracy of +/- 6 seconds.
 DX5450
 DX5450.The orthometric height was determined by differential leveling
 DX5450.and adjusted in January 1993.
 DX5450
 DX5450.The geoid height was determined by GEOID03.
 DX5450
 DX5450.The dynamic height is computed by dividing the NAVD 88
 DX5450.geopotential number by the normal gravity value computed on the
 DX5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5450.degrees latitude (g = 980.6199 gals.).
 DX5450
 DX5450.The modeled gravity was interpolated from observed gravity values.
 DX5450
 DX5450;                    North         East    Units  Estimated Accuracy
 DX5450;SPC CA 6     -   685,710.    1,899,390.      MT  (+/- 180 meters Scaled)
 DX5450
 DX5450                          SUPERSEDED SURVEY CONTROL
 DX5450
 DX5450.No superseded survey control is available for this station.
 DX5450
 DX5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT688440(NAD 83)
 DX5450_MARKER: A = ALUMINUM MARKER
 DX5450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5450_SP_SET: CONCRETE POST
 DX5450_STAMPING: MB 442
 DX5450_MARK LOGO: MWDSC 
 DX5450_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5450+STABILITY: SURFACE MOTION
 DX5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5450+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5450
 DX5450  HISTORY     - Date     Condition        Report By
 DX5450  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5450
 DX5450                          STATION DESCRIPTION
 DX5450
 DX5450'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5450'EL SOBRANTE, 0.36 MILE (0.58 KM) WEST ALONG CAJALCO RD FROM THE
 DX5450'INTERSECTION WITH WOOD RD, 0.8 MILE (1.3 KM) EAST ALONG CAJALCO RD
 DX5450'FROM THE FIRE STATION, 37 FEET (11.3 M) NORTH OF CENTERLINE OF
 DX5450'CAJALCO RD, BETWEEN DOUBLE ENTRANCE ROADS TO RANCH, SOUTH OF 5 SPRUCE
 DX5450'TREES,29 FEET WEST OF EAST ENTRANCE RD AND 33 FEET (10.1 M) EAST OF
 DX5450'THE WEST ENTRANCE RD. A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET
 DX5450'FLUSH IN 8 INCH DIAMETER CONCRETE POST, POST IS 0.3 FOOT (9.1 CM)
 DX5450'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0273 ***********************************************************************
 LT0273  DESIGNATION -  4421.59 USGS
 LT0273  PID         -  LT0273
 LT0273  STATE/COUNTY-  CA/PLUMAS
 LT0273  USGS QUAD   -  STOVER MTN (1995)
 LT0273
 LT0273                         *CURRENT SURVEY CONTROL
 LT0273  ___________________________________________________________________
 LT0273* NAD 83(1986)-  40 16 32.     (N)    121 15 23.     (W)     SCALED    
 LT0273* NAVD 88     -      1381.563  (meters)    4532.68   (feet)  ADJUSTED  
 LT0273  ___________________________________________________________________
 LT0273  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 LT0273  DYNAMIC HT  -        1380.447 (meters)    4529.02  (feet)  COMP
 LT0273  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 LT0273
 LT0273  VERT ORDER  -  SECOND    CLASS 0
 LT0273
 LT0273.The horizontal coordinates were scaled from a topographic map and have
 LT0273.an estimated accuracy of +/- 6 seconds.
 LT0273
 LT0273.The orthometric height was determined by differential leveling
 LT0273.and adjusted in June 1991.
 LT0273
 LT0273.The geoid height was determined by GEOID03.
 LT0273
 LT0273.The dynamic height is computed by dividing the NAVD 88
 LT0273.geopotential number by the normal gravity value computed on the
 LT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0273.degrees latitude (g = 980.6199 gals.).
 LT0273
 LT0273.The modeled gravity was interpolated from observed gravity values.
 LT0273
 LT0273;                    North         East    Units  Estimated Accuracy
 LT0273;SPC CA 1     -   604,890.    2,063,240.      MT  (+/- 180 meters Scaled)
 LT0273
 LT0273                          SUPERSEDED SURVEY CONTROL
 LT0273
 LT0273  NGVD 29 (??/??/??) 1380.523  (m)         4529.27   (f) ADJUSTED    2 0
 LT0273
 LT0273.Superseded values are not recommended for survey control.
 LT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0273.See file dsdata.txt to determine how the superseded data were derived.
 LT0273
 LT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK482598(NAD 83)
 LT0273_MARKER: N = NAIL
 LT0273_SETTING: 0 = UNSPECIFIED SETTING
 LT0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0273
 LT0273  HISTORY     - Date     Condition        Report By
 LT0273  HISTORY     - UNK      MONUMENTED       USGS
 LT0273  HISTORY     - 1932     GOOD             NGS
 LT0273  HISTORY     - 1934     MARK NOT FOUND   NGS
 LT0273  HISTORY     - 19990810 MARK NOT FOUND   USPSQD
 LT0273
 LT0273                          STATION DESCRIPTION
 LT0273
 LT0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LT0273'2.8 MI W FROM CHESTER.
 LT0273'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 36 FROM CHESTER, PLUMAS
 LT0273'COUNTY, ABOUT 470 FEET SOUTHWEST OF THE JUNCTION OF THE HIGHWAY
 LT0273'LEADING TO BLAIRSDEN, 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 LT0273'HIGHWAY, AND IN A LARGE STUMP.  A UNITED STATES GEOLOGICAL SURVEY
 LT0273'STANDARD COPPER NAIL AND WASHER.
 LT0273
 LT0273                          STATION RECOVERY (1934)
 LT0273
 LT0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LT0273'MARK NOT FOUND.
 LT0273
 LT0273                          STATION RECOVERY (1999)
 LT0273
 LT0273'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0240 ***********************************************************************
 HR0240  DESIGNATION -  4422
 HR0240  PID         -  HR0240
 HR0240  STATE/COUNTY-  CA/INYO
 HR0240  USGS QUAD   -  ROVANA (1994)
 HR0240
 HR0240                         *CURRENT SURVEY CONTROL
 HR0240  ___________________________________________________________________
 HR0240* NAD 83(1986)-  37 24 01.     (N)    118 31 38.     (W)     SCALED    
 HR0240* NAVD 88     -      1347.840  (meters)    4422.04   (feet)  ADJUSTED  
 HR0240  ___________________________________________________________________
 HR0240  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HR0240  DYNAMIC HT  -        1346.284 (meters)    4416.93  (feet)  COMP
 HR0240  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 HR0240
 HR0240  VERT ORDER  -  FIRST     CLASS II
 HR0240
 HR0240.The horizontal coordinates were scaled from a topographic map and have
 HR0240.an estimated accuracy of +/- 6 seconds.
 HR0240
 HR0240.The orthometric height was determined by differential leveling
 HR0240.and adjusted in June 1991.
 HR0240.WARNING-Repeat measurements at this control monument indicate possible
 HR0240.vertical movement.
 HR0240
 HR0240.The geoid height was determined by GEOID03.
 HR0240
 HR0240.The dynamic height is computed by dividing the NAVD 88
 HR0240.geopotential number by the normal gravity value computed on the
 HR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0240.degrees latitude (g = 980.6199 gals.).
 HR0240
 HR0240.The modeled gravity was interpolated from observed gravity values.
 HR0240
 HR0240;                    North         East    Units  Estimated Accuracy
 HR0240;SPC CA 4     -   729,460.    2,041,860.      MT  (+/- 180 meters Scaled)
 HR0240
 HR0240                          SUPERSEDED SURVEY CONTROL
 HR0240
 HR0240  NGVD 29 (??/??/92) 1346.613  (m)         4418.01   (f) ADJ UNCH    1 2
 HR0240
 HR0240.Superseded values are not recommended for survey control.
 HR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0240.See file dsdata.txt to determine how the superseded data were derived.
 HR0240
 HR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB648403(NAD 83)
 HR0240_MARKER: DD = SURVEY DISK
 HR0240_SETTING: 80 = SET IN A BOULDER
 HR0240_SP_SET: BOULDER
 HR0240_STAMPING: 4422 B B 1905 2
 HR0240_MARK LOGO: USGS  
 HR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0240+STABILITY: SURFACE MOTION
 HR0240
 HR0240  HISTORY     - Date     Condition        Report By
 HR0240  HISTORY     - 1905     MONUMENTED       USGS
 HR0240  HISTORY     - 1957     GOOD             NGS
 HR0240  HISTORY     - 1986     GOOD             NGS
 HR0240
 HR0240                          STATION DESCRIPTION
 HR0240
 HR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0240'7.3 MI SE FROM PARADISE CAMP.
 HR0240'3.3 MILES SOUTHEAST ALONG A PAVED ROAD (A FORMER ALIGNMENT OF
 HR0240'U.S. HIGHWAY 395) FROM THE BRIDGE OVER ROCK CREEK AT PARADISE
 HR0240'CAMP, THENCE 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395, IN R
 HR0240'31 E, T 6 S, IN THE NORTHWEST QUARTER OF SECTION 25, 1.1 MILES
 HR0240'SOUTHEAST OF THE ROUND VALLEY STORE AND SERVICE STATION, AT THE
 HR0240'INTERSECTION OF ALISO ROAD, IN THE TOP OF A LARGE GRANITE BOULDER,
 HR0240'123 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 HR0240'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET HIGHER THAN THE
 HR0240'ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE
 HR0240'GROUND.  NOTE-- THE STAMPING AS NOTED ON LITHO LIST 180, DATED
 HR0240'3/16/51, IS INCOMPLETE.
 HR0240
 HR0240                          STATION RECOVERY (1986)
 HR0240
 HR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0240'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.1 KM (8.1
 HR0240'MI) NORTHWEST ALONG US HIGHWAY 395 FROM THE JUNCTION OF US HIGHWAY 6
 HR0240'IN BISHOP, 1.47 KM (0.91 MI) SOUTHEAST OF THE JUNCTION OF MILL CREEK
 HR0240'ROAD, IN THE NORTH CORNER OF THE T-JUNCTION OF A TRACK ROAD, 38.1
 HR0240'METERS (125 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES,
 HR0240'31.1 METERS (102 FT) NORTH OF MILEPOST R 124, 12.8 METERS (42.0 FT)
 HR0240'WEST OF THE CENTER OF THE TRACK ROAD, 23.4 METERS (77.0 FT) NORTHEAST
 HR0240'OF A FENCE, 7.0 METERS (23.0 FT) EAST OF A FENCE CORNER.  NOTE--A
 HR0240'RUBBING WAS TAKEN AND THE ORIGIN IS USGS AND NOT USE, ALSO THE
 HR0240'STAMPING IS 4422 B B 1905 2 AND NOT 4422 B B 1905 B 2 AS REPORTED IN
 HR0240'1957.
 HR0240'THE MARK IS 0.9 METERS  SE FROM  A WITNESS POST
 HR0240'THE MARK IS ABOVE LEVEL WITH THE NORTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5452 ***********************************************************************
 DX5452  DESIGNATION -  443
 DX5452  PID         -  DX5452
 DX5452  STATE/COUNTY-  CA/RIVERSIDE
 DX5452  USGS QUAD   -  STEELE PEAK (1978)
 DX5452
 DX5452                         *CURRENT SURVEY CONTROL
 DX5452  ___________________________________________________________________
 DX5452* NAD 83(1986)-  33 50 05.     (N)    117 22 03.     (W)     SCALED    
 DX5452* NAVD 88     -       448.400  (meters)    1471.13   (feet)  ADJUSTED  
 DX5452  ___________________________________________________________________
 DX5452  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DX5452  DYNAMIC HT  -         447.892 (meters)    1469.46  (feet)  COMP
 DX5452  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 DX5452
 DX5452  VERT ORDER  -  FIRST     CLASS II
 DX5452
 DX5452.The horizontal coordinates were scaled from a topographic map and have
 DX5452.an estimated accuracy of +/- 6 seconds.
 DX5452
 DX5452.The orthometric height was determined by differential leveling
 DX5452.and adjusted in January 1993.
 DX5452
 DX5452.The geoid height was determined by GEOID03.
 DX5452
 DX5452.The dynamic height is computed by dividing the NAVD 88
 DX5452.geopotential number by the normal gravity value computed on the
 DX5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5452.degrees latitude (g = 980.6199 gals.).
 DX5452
 DX5452.The modeled gravity was interpolated from observed gravity values.
 DX5452
 DX5452;                    North         East    Units  Estimated Accuracy
 DX5452;SPC CA 6     -   685,550.    1,896,560.      MT  (+/- 180 meters Scaled)
 DX5452
 DX5452                          SUPERSEDED SURVEY CONTROL
 DX5452
 DX5452.No superseded survey control is available for this station.
 DX5452
 DX5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT659438(NAD 83)
 DX5452_MARKER: A = ALUMINUM MARKER
 DX5452_SETTING: 80 = SET IN A BOULDER
 DX5452_SP_SET: BOULDER
 DX5452_STAMPING: BM 443
 DX5452_MARK LOGO: MWDSC 
 DX5452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5452+STABILITY: SURFACE MOTION
 DX5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5452+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 DX5452
 DX5452  HISTORY     - Date     Condition        Report By
 DX5452  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5452  HISTORY     - 19950224 GOOD             MWDSC
 DX5452
 DX5452                          STATION DESCRIPTION
 DX5452
 DX5452'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5452'LAKE MATHEWS AREA, AT THE NORTHEAST CORNER OF CAJALCO RD AND EL
 DX5452'SOBRANTE RD, 385 FEET (117.3 M) NORTH OF CAJALCO RD AND 53 FEET
 DX5452'(16.2 M) EAST OF EL SOBRANT RD, A LARGE GROUP OF ROCKS 40 FEET
 DX5452'(12.2 M) DIAMETER. A STANDARD MWDSC ALUMINUM DISK SET AT SOUTH EDGE
 DX5452'OF THE GROUP OF GRANITE ROCKS, IN SOUTH ROCK UP 2 FEET (0.6 M) ABOVE
 DX5452'GROUND.
 DX5452
 DX5452                          STATION RECOVERY (1995)
 DX5452
 DX5452'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX5452'RECOVERED AS DESCRIBED.  REF MWD FB 2513 02 058
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0695 ***********************************************************************
 DY0695  DESIGNATION -  443 C OF LB
 DY0695  PID         -  DY0695
 DY0695  STATE/COUNTY-  CA/LOS ANGELES
 DY0695  USGS QUAD   -  LONG BEACH (1981)
 DY0695
 DY0695                         *CURRENT SURVEY CONTROL
 DY0695  ___________________________________________________________________
 DY0695* NAD 83(1986)-  33 49 57.     (N)    118 10 34.     (W)     SCALED    
 DY0695* NAVD 88     -        26.75   (+/-2cm)      87.8    (feet)  VERTCON   
 DY0695  ___________________________________________________________________
 DY0695  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0695  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0695
 DY0695.The horizontal coordinates were scaled from a topographic map and have
 DY0695.an estimated accuracy of +/- 6 seconds.
 DY0695
 DY0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0695.The vertical order pertains to the NGVD 29 superseded value.
 DY0695
 DY0695.The geoid height was determined by GEOID03.
 DY0695
 DY0695;                    North         East    Units  Estimated Accuracy
 DY0695;SPC CA 5     -   536,900.    1,983,700.      MT  (+/- 180 meters Scaled)
 DY0695
 DY0695                          SUPERSEDED SURVEY CONTROL
 DY0695
 DY0695  NGVD 29 (??/??/92)   25.987  (m)           85.26   (f) ADJ UNCH    1 2
 DY0695
 DY0695.Superseded values are not recommended for survey control.
 DY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0695.See file dsdata.txt to determine how the superseded data were derived.
 DY0695
 DY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT911442(NAD 83)
 DY0695_MARKER: DD = SURVEY DISK
 DY0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0695+STABILITY: SURFACE MOTION
 DY0695
 DY0695  HISTORY     - Date     Condition        Report By
 DY0695  HISTORY     - UNK      MONUMENTED       CA1970
 DY0695  HISTORY     - 1946     GOOD             NGS
 DY0695  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0695
 DY0695                          STATION DESCRIPTION
 DY0695
 DY0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0695'AT LONG BEACH.
 DY0695'AT LONG BEACH, AT SOUTHWEST CORNER OF INTERSECTION OF CARSON
 DY0695'STREET AND ORANGE AVENUE, 39.0 FEET SOUTH OF THE CENTERLINE OF
 DY0695'CARSON STREET, 30.4 FEET WEST OF THE CENTERLINE OF ORANGE AVENUE,
 DY0695'19.7 FEET NORTH OF POWER POLE NO. 556221-E, 1.3 FEET SOUTHWEST
 DY0695'OF THE STREET SIGN, AND 0.7 FOOT LOWER THAN THE IMMEDIATE GROUND
 DY0695'LEVEL, FLUSH WITH THE SURFACE OF THE STREETS.  A COPPERPLUG,
 DY0695'SET IN THE TOP OF A CONCRETE POST.
 DY0695
 DY0695                          STATION RECOVERY (1961)
 DY0695
 DY0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0453 ***********************************************************************
 MW0453  DESIGNATION -  4433.69
 MW0453  PID         -  MW0453
 MW0453  STATE/COUNTY-  CA/SISKIYOU
 MW0453  USGS QUAD   -  DEAD HORSE SUMMIT (1990)
 MW0453
 MW0453                         *CURRENT SURVEY CONTROL
 MW0453  ___________________________________________________________________
 MW0453* NAD 83(1986)-  41 12 49.     (N)    121 47 17.     (W)     SCALED    
 MW0453* NAVD 88     -      1343.709  (meters)    4408.49   (feet)  ADJUSTED  
 MW0453  ___________________________________________________________________
 MW0453  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 MW0453  DYNAMIC HT  -        1342.770 (meters)    4405.40  (feet)  COMP
 MW0453  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 MW0453
 MW0453  VERT ORDER  -  SECOND    CLASS 0
 MW0453
 MW0453.The horizontal coordinates were scaled from a topographic map and have
 MW0453.an estimated accuracy of +/- 6 seconds.
 MW0453
 MW0453.The orthometric height was determined by differential leveling
 MW0453.and adjusted in June 1991.
 MW0453
 MW0453.The geoid height was determined by GEOID03.
 MW0453
 MW0453.The dynamic height is computed by dividing the NAVD 88
 MW0453.geopotential number by the normal gravity value computed on the
 MW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0453.degrees latitude (g = 980.6199 gals.).
 MW0453
 MW0453.The modeled gravity was interpolated from observed gravity values.
 MW0453
 MW0453;                    North         East    Units  Estimated Accuracy
 MW0453;SPC CA 1     -   708,810.    2,017,770.      MT  (+/- 180 meters Scaled)
 MW0453
 MW0453                          SUPERSEDED SURVEY CONTROL
 MW0453
 MW0453  NGVD 29 (??/??/??) 1342.644  (m)         4404.99   (f) ADJUSTED    2 0
 MW0453
 MW0453.Superseded values are not recommended for survey control.
 MW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0453.See file dsdata.txt to determine how the superseded data were derived.
 MW0453
 MW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL015631(NAD 83)
 MW0453_MARKER: P = PIPE CAP
 MW0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MW0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MW0453_STAMPING: 4433.69 1933
 MW0453_MARK LOGO: BOR   
 MW0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0453
 MW0453  HISTORY     - Date     Condition        Report By
 MW0453  HISTORY     - 1933     MONUMENTED       BPR
 MW0453  HISTORY     - 1936     GOOD             CGS
 MW0453  HISTORY     - 19861113 GOOD             USPSQD
 MW0453
 MW0453                          STATION DESCRIPTION
 MW0453
 MW0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MW0453'3.8 MI SE FROM BARTLE.
 MW0453'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE
 MW0453'RANGER STATION AT BARTLE SISKIYOU COUNTY, NEAR THE TOP OF A SMALL
 MW0453'RISE, AND 50.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 MW0453'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 MW0453'STAMPED---4433.69 1933---,
 MW0453'AND RIVETED ON THE TOP OF A 2-INCH IRON PIPE.
 MW0453
 MW0453                          STATION RECOVERY (1986)
 MW0453
 MW0453'RECOVERY NOTE BY US POWER SQUADRON 1986 (RFW)
 MW0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0190 ***********************************************************************
 MW0190  DESIGNATION -  4434.5 USFS
 MW0190  PID         -  MW0190
 MW0190  STATE/COUNTY-  CA/LASSEN
 MW0190  USGS QUAD   -  LETTERBOX HILL (1993)
 MW0190
 MW0190                         *CURRENT SURVEY CONTROL
 MW0190  ___________________________________________________________________
 MW0190* NAD 83(1986)-  41 05 20.     (N)    120 54 37.     (W)     SCALED    
 MW0190* NAVD 88     -      1352.750  (meters)    4438.15   (feet)  ADJUSTED  
 MW0190  ___________________________________________________________________
 MW0190  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 MW0190  DYNAMIC HT  -        1351.754 (meters)    4434.88  (feet)  COMP
 MW0190  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 MW0190
 MW0190  VERT ORDER  -  SECOND    CLASS 0
 MW0190
 MW0190.The horizontal coordinates were scaled from a topographic map and have
 MW0190.an estimated accuracy of +/- 6 seconds.
 MW0190
 MW0190.The orthometric height was determined by differential leveling
 MW0190.and adjusted in June 1991.
 MW0190
 MW0190.The geoid height was determined by GEOID03.
 MW0190
 MW0190.The dynamic height is computed by dividing the NAVD 88
 MW0190.geopotential number by the normal gravity value computed on the
 MW0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0190.degrees latitude (g = 980.6199 gals.).
 MW0190
 MW0190.The modeled gravity was interpolated from observed gravity values.
 MW0190
 MW0190;                    North         East    Units  Estimated Accuracy
 MW0190;SPC CA 1     -   695,500.    2,091,550.      MT  (+/- 180 meters Scaled)
 MW0190
 MW0190                          SUPERSEDED SURVEY CONTROL
 MW0190
 MW0190  NGVD 29 (??/??/??) 1351.701  (m)         4434.71   (f) ADJUSTED    2 0
 MW0190
 MW0190.Superseded values are not recommended for survey control.
 MW0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0190.See file dsdata.txt to determine how the superseded data were derived.
 MW0190
 MW0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL755507(NAD 83)
 MW0190_MARKER: N = NAIL
 MW0190_SETTING: 0 = UNSPECIFIED SETTING
 MW0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0190
 MW0190  HISTORY     - Date     Condition        Report By
 MW0190  HISTORY     - UNK      MONUMENTED       USDA
 MW0190  HISTORY     - 1940     GOOD             NGS
 MW0190
 MW0190                          STATION DESCRIPTION
 MW0190
 MW0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MW0190'14.8 MI SE FROM BIEBER.
 MW0190'14.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO SUSANVILLE FROM THE
 MW0190'POST OFFICE AT BIEBER, LASSEN COUNTY, 20 FEET SOUTHWEST OF THE
 MW0190'CENTERLINE OF THE ROAD, IN THE WEST ROOT OF A 40-INCH PINE TREE
 MW0190'PAINTED FSBM 4434.5 AND NEAR A WHITE WOODEN WITNESS POST.  A LARGE
 MW0190'NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5453 ***********************************************************************
 DX5453  DESIGNATION -  444
 DX5453  PID         -  DX5453
 DX5453  STATE/COUNTY-  CA/RIVERSIDE
 DX5453  USGS QUAD   -  STEELE PEAK (1978)
 DX5453
 DX5453                         *CURRENT SURVEY CONTROL
 DX5453  ___________________________________________________________________
 DX5453* NAD 83(1986)-  33 50 25.     (N)    117 22 21.     (W)     SCALED    
 DX5453* NAVD 88     -       453.040  (meters)    1486.35   (feet)  ADJUSTED  
 DX5453  ___________________________________________________________________
 DX5453  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DX5453  DYNAMIC HT  -         452.528 (meters)    1484.67  (feet)  COMP
 DX5453  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 DX5453
 DX5453  VERT ORDER  -  FIRST     CLASS II
 DX5453
 DX5453.The horizontal coordinates were scaled from a topographic map and have
 DX5453.an estimated accuracy of +/- 6 seconds.
 DX5453
 DX5453.The orthometric height was determined by differential leveling
 DX5453.and adjusted in January 1993.
 DX5453
 DX5453.The geoid height was determined by GEOID03.
 DX5453
 DX5453.The dynamic height is computed by dividing the NAVD 88
 DX5453.geopotential number by the normal gravity value computed on the
 DX5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5453.degrees latitude (g = 980.6199 gals.).
 DX5453
 DX5453.The modeled gravity was interpolated from observed gravity values.
 DX5453
 DX5453;                    North         East    Units  Estimated Accuracy
 DX5453;SPC CA 6     -   686,170.    1,896,110.      MT  (+/- 180 meters Scaled)
 DX5453
 DX5453                          SUPERSEDED SURVEY CONTROL
 DX5453
 DX5453.No superseded survey control is available for this station.
 DX5453
 DX5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT655445(NAD 83)
 DX5453_MARKER: A = ALUMINUM MARKER
 DX5453_SETTING: 80 = SET IN A BOULDER
 DX5453_SP_SET: BOULDER
 DX5453_STAMPING: BM 444
 DX5453_MARK LOGO: MWDSC 
 DX5453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5453+STABILITY: SURFACE MOTION
 DX5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5453+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 DX5453
 DX5453  HISTORY     - Date     Condition        Report By
 DX5453  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5453  HISTORY     - 19950224 GOOD             MWDSC
 DX5453  HISTORY     - 20070414 GOOD             GEOCAC
 DX5453
 DX5453                          STATION DESCRIPTION
 DX5453
 DX5453'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5453'LAKE MATHEWS AREA, 0.6 MILE (1.0 KM) NORTHWEST ALONG EL SOBRANTE RD
 DX5453'FROM THE INTERSECTION WITH CAJALCO RD TO A DIRT ROAD ON THE WESTSIDE
 DX5453'OF EL SOBRANTE RD, ENTRANCE TO MWDSC PATROL ROAD NORTHEAST SIDE OF
 DX5453'LAKE MATHEWS ALSO ENTRANCE TO WESTERN MUNICIPAL WATER DISTRICT
 DX5453'FILTRATION PLANT, 140 FEET (42.7 M) SOUTH OF EL SOBRANTE AND 127 FEET
 DX5453'(38.7 M) WEST OF MWDSC PATROL, A 8 FOOT (2.4 M) DIAMETER GRANITE
 DX5453'BOULDER 3 FEET (0.9 M) ABOVE GROUND. A STANDARD MWDSC 3-1/4 INCH
 DX5453'ALUMINUM DISK SET IN CENTER OF BOULDER.
 DX5453
 DX5453                          STATION RECOVERY (1995)
 DX5453
 DX5453'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX5453'RECOVERED AS DESCRIBED.  REF MWD FB 2513 02 059
 DX5453
 DX5453                          STATION RECOVERY (2007)
 DX5453
 DX5453'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX5453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0699 ***********************************************************************
 DY0699  DESIGNATION -  444 C OF LB
 DY0699  PID         -  DY0699
 DY0699  STATE/COUNTY-  CA/LOS ANGELES
 DY0699  USGS QUAD   -  LONG BEACH (1981)
 DY0699
 DY0699                         *CURRENT SURVEY CONTROL
 DY0699  ___________________________________________________________________
 DY0699* NAD 83(1986)-  33 49 57.     (N)    118 10 03.     (W)     SCALED    
 DY0699* NAVD 88     -        21.45   (+/-2cm)      70.4    (feet)  VERTCON   
 DY0699  ___________________________________________________________________
 DY0699  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0699  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0699
 DY0699.The horizontal coordinates were scaled from a topographic map and have
 DY0699.an estimated accuracy of +/- 6 seconds.
 DY0699
 DY0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0699.The vertical order pertains to the NGVD 29 superseded value.
 DY0699
 DY0699.The geoid height was determined by GEOID03.
 DY0699
 DY0699;                    North         East    Units  Estimated Accuracy
 DY0699;SPC CA 5     -   536,900.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0699
 DY0699                          SUPERSEDED SURVEY CONTROL
 DY0699
 DY0699  NGVD 29 (??/??/92)   20.692  (m)           67.89   (f) ADJ UNCH    1 2
 DY0699
 DY0699.Superseded values are not recommended for survey control.
 DY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0699.See file dsdata.txt to determine how the superseded data were derived.
 DY0699
 DY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919441(NAD 83)
 DY0699_MARKER: DD = SURVEY DISK
 DY0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0699+STABILITY: SURFACE MOTION
 DY0699
 DY0699  HISTORY     - Date     Condition        Report By
 DY0699  HISTORY     - UNK      MONUMENTED       CA1970
 DY0699  HISTORY     - 1946     GOOD             NGS
 DY0699  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0699
 DY0699                          STATION DESCRIPTION
 DY0699
 DY0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0699'AT LONG BEACH.
 DY0699'AT LONG BEACH, AT THE INTERSECTION OF CHERRY AVENUE AND CARSON
 DY0699'STREET, IN THE DRIVEWAY LEADING TO A SERVICE STATION, 49.0 FEET
 DY0699'WEST OF THE WEST PRODUCED CURB OF CHERRY AVENUE, 2.1 FEET
 DY0699'SOUTH OF THE SOUTH CURB OF CARSON STREET, 0.7 FOOT LOWER THAN
 DY0699'THE SURFACE OF THE DRIVEWAY, ACCESS TO WHICH IS HAD THROUGH A
 DY0699'6 INCH IRON POST WITH A CAST IRON COVER MARKED LB.  A ROUND BOLT,
 DY0699'IN THE TOP OF A CONCRETE POST.
 DY0699
 DY0699                          STATION RECOVERY (1964)
 DY0699
 DY0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1787 ***********************************************************************
 DX1787  DESIGNATION -  444 SB
 DX1787  PID         -  DX1787
 DX1787  STATE/COUNTY-  CA/ORANGE
 DX1787  USGS QUAD   -  EL TORO (1982)
 DX1787
 DX1787                         *CURRENT SURVEY CONTROL
 DX1787  ___________________________________________________________________
 DX1787* NAD 83(1986)-  33 37 35.     (N)    117 41 25.     (W)     SCALED    
 DX1787* NAVD 88     -       136.30   (+/-2cm)     447.2    (feet)  VERTCON   
 DX1787  ___________________________________________________________________
 DX1787  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DX1787  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1787
 DX1787.The horizontal coordinates were scaled from a topographic map and have
 DX1787.an estimated accuracy of +/- 6 seconds.
 DX1787
 DX1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1787.The vertical order pertains to the NGVD 29 superseded value.
 DX1787
 DX1787.The geoid height was determined by GEOID03.
 DX1787
 DX1787;                    North         East    Units  Estimated Accuracy
 DX1787;SPC CA 6     -   662,810.    1,866,370.      MT  (+/- 180 meters Scaled)
 DX1787
 DX1787                          SUPERSEDED SURVEY CONTROL
 DX1787
 DX1787  NGVD 29 (??/??/??)  135.583  (m)          444.83   (f) ADJUSTED    1 2
 DX1787
 DX1787.Superseded values are not recommended for survey control.
 DX1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1787.See file dsdata.txt to determine how the superseded data were derived.
 DX1787
 DX1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT359209(NAD 83)
 DX1787_MARKER: P = PIPE CAP
 DX1787_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1787_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1787_STAMPING: 444 S B
 DX1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1787
 DX1787  HISTORY     - Date     Condition        Report By
 DX1787  HISTORY     - UNK      MONUMENTED       USGS
 DX1787  HISTORY     - 1955     GOOD             NGS
 DX1787  HISTORY     - 1974     GOOD             CA-059
 DX1787  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 DX1787
 DX1787                          STATION DESCRIPTION
 DX1787
 DX1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1787'AT EL TORO.
 DX1787'AT EL TORO, 115 FEET SOUTHWEST OF THE PROLONGATION OF THE CENTER
 DX1787'LINE OF OLIVE AVENUE, IN THE YARD OF EL TORO GRAMMAR SCHOOL,
 DX1787'IN THE APPROXIMATE CENTER OF A TRIANGLE FORMED BY THREE PEPPER
 DX1787'TREES, 114.0 FEET NORTHEAST OF THE WEST CORNER OF THE SCHOOL,
 DX1787'88 FEET NORTHEAST OF A 16-INCH LONE PINE TREE, RIVETED ON THE
 DX1787'TOP OF A 3 1/2-INCH PIPE ENCASED BY A 16- BY 16-INCH CONCRETE
 DX1787'BLOCK, PROJECTING 1.1 FEET ABOVE THE GROUND.
 DX1787
 DX1787                          STATION RECOVERY (1974)
 DX1787
 DX1787'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1787'RECOVERED IN GOOD CONDITION.
 DX1787
 DX1787                          STATION RECOVERY (1996)
 DX1787
 DX1787'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0410 ***********************************************************************
 KT0410  DESIGNATION -  444 USGS
 KT0410  PID         -  KT0410
 KT0410  STATE/COUNTY-  CA/COLUSA
 KT0410  USGS QUAD   -  SALT CANYON (1987)
 KT0410
 KT0410                         *CURRENT SURVEY CONTROL
 KT0410  ___________________________________________________________________
 KT0410* NAD 83(1986)-  39 06 18.     (N)    122 19 16.     (W)     SCALED    
 KT0410* NAVD 88     -       136.18   (+/-2cm)     446.8    (feet)  VERTCON   
 KT0410  ___________________________________________________________________
 KT0410  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 KT0410  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0410
 KT0410.The horizontal coordinates were scaled from a topographic map and have
 KT0410.an estimated accuracy of +/- 6 seconds.
 KT0410
 KT0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0410.The vertical order pertains to the NGVD 29 superseded value.
 KT0410
 KT0410.The geoid height was determined by GEOID03.
 KT0410
 KT0410;                    North         East    Units  Estimated Accuracy
 KT0410;SPC CA 2     -   659,710.    1,972,230.      MT  (+/- 180 meters Scaled)
 KT0410
 KT0410                          SUPERSEDED SURVEY CONTROL
 KT0410
 KT0410  NGVD 29 (??/??/92)  135.373  (m)          444.14   (f) ADJ UNCH    1 2
 KT0410
 KT0410.Superseded values are not recommended for survey control.
 KT0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0410.See file dsdata.txt to determine how the superseded data were derived.
 KT0410
 KT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ586286(NAD 83)
 KT0410_MARKER: Q = CHISELED SQUARE
 KT0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0410_SP_SET: CULVERT
 KT0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT0410+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2004
 KT0410
 KT0410  HISTORY     - Date     Condition        Report By
 KT0410  HISTORY     - UNK      MONUMENTED       USGS
 KT0410  HISTORY     - 1967     GOOD             NGS
 KT0410  HISTORY     - 20040118 GOOD             GEOCAC
 KT0410
 KT0410                          STATION DESCRIPTION
 KT0410
 KT0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0410'10.6 MI W FROM WILLIAMS.
 KT0410'10.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0410'WILLIAMS, AT THE CROSSING OF SALT CREEK, IN THE TOP OF THE CENTER
 KT0410'OF THE SOUTH CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERTS,
 KT0410'19.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 105.8 FEET
 KT0410'NORTHWEST OF BENCH MARK R 1079, AND ABOUT 1 1/2 FEET LOWER THAN
 KT0410'THE HIGHWAY.
 KT0410
 KT0410                          STATION RECOVERY (2004)
 KT0410
 KT0410'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 KT0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0245 ***********************************************************************
 LT0245  DESIGNATION -  4447.6 USGS
 LT0245  PID         -  LT0245
 LT0245  STATE/COUNTY-  CA/SHASTA
 LT0245  USGS QUAD   -  OLD STATION (1995)
 LT0245
 LT0245                         *CURRENT SURVEY CONTROL
 LT0245  ___________________________________________________________________
 LT0245* NAD 83(1986)-  40 39 58.     (N)    121 26 47.     (W)     SCALED    
 LT0245* NAVD 88     -      1356.615  (meters)    4450.83   (feet)  ADJUSTED  
 LT0245  ___________________________________________________________________
 LT0245  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0245  DYNAMIC HT  -        1355.567 (meters)    4447.39  (feet)  COMP
 LT0245  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 LT0245
 LT0245  VERT ORDER  -  SECOND    CLASS 0
 LT0245
 LT0245.The horizontal coordinates were scaled from a topographic map and have
 LT0245.an estimated accuracy of +/- 6 seconds.
 LT0245
 LT0245.The orthometric height was determined by differential leveling
 LT0245.and adjusted in June 1991.
 LT0245
 LT0245.The geoid height was determined by GEOID03.
 LT0245
 LT0245.The dynamic height is computed by dividing the NAVD 88
 LT0245.geopotential number by the normal gravity value computed on the
 LT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0245.degrees latitude (g = 980.6199 gals.).
 LT0245
 LT0245.The modeled gravity was interpolated from observed gravity values.
 LT0245
 LT0245;                    North         East    Units  Estimated Accuracy
 LT0245;SPC CA 1     -   648,140.    2,046,810.      MT  (+/- 180 meters Scaled)
 LT0245
 LT0245                          SUPERSEDED SURVEY CONTROL
 LT0245
 LT0245  NGVD 29 (??/??/??) 1355.564  (m)         4447.38   (f) ADJUSTED    2 0
 LT0245
 LT0245.Superseded values are not recommended for survey control.
 LT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0245.See file dsdata.txt to determine how the superseded data were derived.
 LT0245
 LT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL313028(NAD 83)
 LT0245_MARKER: N = NAIL
 LT0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0245_SP_SET: TREE
 LT0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0245
 LT0245  HISTORY     - Date     Condition        Report By
 LT0245  HISTORY     - UNK      MONUMENTED       USGS
 LT0245  HISTORY     - 1935     GOOD             NGS
 LT0245
 LT0245                          STATION DESCRIPTION
 LT0245
 LT0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0245'1.1 MI SW FROM OLD STATION.
 LT0245'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0245'AT OLD STATION, SHASTA COUNTY, 23 FEET WEST OF THE CENTERLINE
 LT0245'OF THE HIGHWAY, AND AT THE EAST BASE OF A 30-INCH PINE TREE.
 LT0245'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 LT0245'WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5454 ***********************************************************************
 DX5454  DESIGNATION -  445
 DX5454  PID         -  DX5454
 DX5454  STATE/COUNTY-  CA/RIVERSIDE
 DX5454  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5454
 DX5454                         *CURRENT SURVEY CONTROL
 DX5454  ___________________________________________________________________
 DX5454* NAD 83(1986)-  33 50 35.     (N)    117 22 49.     (W)     SCALED    
 DX5454* NAVD 88     -       440.391  (meters)    1444.85   (feet)  ADJUSTED  
 DX5454  ___________________________________________________________________
 DX5454  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DX5454  DYNAMIC HT  -         439.894 (meters)    1443.22  (feet)  COMP
 DX5454  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DX5454
 DX5454  VERT ORDER  -  FIRST     CLASS II
 DX5454
 DX5454.The horizontal coordinates were scaled from a topographic map and have
 DX5454.an estimated accuracy of +/- 6 seconds.
 DX5454
 DX5454.The orthometric height was determined by differential leveling
 DX5454.and adjusted in January 1993.
 DX5454
 DX5454.The geoid height was determined by GEOID03.
 DX5454
 DX5454.The dynamic height is computed by dividing the NAVD 88
 DX5454.geopotential number by the normal gravity value computed on the
 DX5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5454.degrees latitude (g = 980.6199 gals.).
 DX5454
 DX5454.The modeled gravity was interpolated from observed gravity values.
 DX5454
 DX5454;                    North         East    Units  Estimated Accuracy
 DX5454;SPC CA 6     -   686,490.    1,895,390.      MT  (+/- 180 meters Scaled)
 DX5454
 DX5454                          SUPERSEDED SURVEY CONTROL
 DX5454
 DX5454.No superseded survey control is available for this station.
 DX5454
 DX5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT648448(NAD 83)
 DX5454_MARKER: A = ALUMINUM MARKER
 DX5454_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX5454_SP_SET: UNSPECIFIED ROCK
 DX5454_STAMPING: BM 445
 DX5454_MARK LOGO: MWDSC 
 DX5454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5454+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5454
 DX5454  HISTORY     - Date     Condition        Report By
 DX5454  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5454
 DX5454                          STATION DESCRIPTION
 DX5454
 DX5454'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5454'LAKE MATHEWS AREA, AT THE NORTHEAST PATROL ROAD GATE, 0.5 MILE
 DX5454'(0.8 KM) WESTERLY ALONG PATROL, 43 FEET (13.1 M) NORTH OF PATROL A 4
 DX5454'FOOT (1.2 M) DIAMETER GRANITE ROCK UP 0.2 FOOT. A STANDARD MWDSC
 DX5454'3-1/4 INCH ALUMINUM DISK SET IN TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1834 ***********************************************************************
 DX1834  DESIGNATION -  445 DPW
 DX1834  PID         -  DX1834
 DX1834  STATE/COUNTY-  CA/ORANGE
 DX1834  USGS QUAD   -  EL TORO (1982)
 DX1834
 DX1834                         *CURRENT SURVEY CONTROL
 DX1834  ___________________________________________________________________
 DX1834* NAD 83(1986)-  33 39 33.     (N)    117 43 18.     (W)     SCALED    
 DX1834* NAVD 88     -       103.18   (+/-2cm)     338.5    (feet)  VERTCON   
 DX1834  ___________________________________________________________________
 DX1834  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DX1834  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1834
 DX1834.The horizontal coordinates were scaled from a topographic map and have
 DX1834.an estimated accuracy of +/- 6 seconds.
 DX1834
 DX1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1834.The vertical order pertains to the NGVD 29 superseded value.
 DX1834
 DX1834.The geoid height was determined by GEOID03.
 DX1834
 DX1834;                    North         East    Units  Estimated Accuracy
 DX1834;SPC CA 6     -   666,490.    1,863,510.      MT  (+/- 180 meters Scaled)
 DX1834
 DX1834                          SUPERSEDED SURVEY CONTROL
 DX1834
 DX1834  NGVD 29 (??/??/??)  102.463  (m)          336.16   (f) ADJUSTED    1 2
 DX1834
 DX1834.Superseded values are not recommended for survey control.
 DX1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1834.See file dsdata.txt to determine how the superseded data were derived.
 DX1834
 DX1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT330246(NAD 83)
 DX1834_MARKER: S = SPIKE
 DX1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1834+STABILITY: SURFACE MOTION
 DX1834
 DX1834  HISTORY     - Date     Condition        Report By
 DX1834  HISTORY     - UNK      MONUMENTED       CADPW
 DX1834  HISTORY     - 1955     GOOD             NGS
 DX1834
 DX1834                          STATION DESCRIPTION
 DX1834
 DX1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1834'AT EL TORO MCAS.
 DX1834'AT EL TORO MARINE CORPS AIR STATION, ABOUT 0.4 MILE SOUTH OF
 DX1834'THE CONTROL TOWER, AT THE GOLF COURSE, 150 FEET SOUTHEAST OF THE
 DX1834'CENTER LINE OF J STREET, 2.2 FEET EAST OF WITNESS POST, ABOUT
 DX1834'1 FOOT LOWER THAN THE STREET, FLUSH WITH THE GROUND, AND SET
 DX1834'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1717 ***********************************************************************
 GT1717  DESIGNATION -  445.02
 GT1717  PID         -  GT1717
 GT1717  STATE/COUNTY-  CA/MADERA
 GT1717  USGS QUAD   -  FRIANT (1964)
 GT1717
 GT1717                         *CURRENT SURVEY CONTROL
 GT1717  ___________________________________________________________________
 GT1717* NAD 83(1986)-  36 59 43.     (N)    119 43 07.     (W)     SCALED    
 GT1717* NAVD 88     -       136.29   (+/-2cm)     447.1    (feet)  VERTCON   
 GT1717  ___________________________________________________________________
 GT1717  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 GT1717  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1717
 GT1717.The horizontal coordinates were scaled from a topographic map and have
 GT1717.an estimated accuracy of +/- 6 seconds.
 GT1717
 GT1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1717.The vertical order pertains to the NGVD 29 superseded value.
 GT1717
 GT1717.The geoid height was determined by GEOID03.
 GT1717
 GT1717;                    North         East    Units  Estimated Accuracy
 GT1717;SPC CA 3     -   555,260.    2,069,560.      MT  (+/- 180 meters Scaled)
 GT1717
 GT1717                          SUPERSEDED SURVEY CONTROL
 GT1717
 GT1717  NGVD 29 (??/??/92)  135.537  (m)          444.67   (f) ADJ UNCH    1 2
 GT1717
 GT1717.Superseded values are not recommended for survey control.
 GT1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1717.See file dsdata.txt to determine how the superseded data were derived.
 GT1717
 GT1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA580978(NAD 83)
 GT1717_MARKER: DD = SURVEY DISK
 GT1717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT1717_SP_SET: BRIDGE
 GT1717_STAMPING: 445.02
 GT1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT1717
 GT1717  HISTORY     - Date     Condition        Report By
 GT1717  HISTORY     - UNK      MONUMENTED       BOR
 GT1717  HISTORY     - 1972     GOOD             NGS
 GT1717
 GT1717                          STATION DESCRIPTION
 GT1717
 GT1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1717'0.4 MI N FROM FRIANT.
 GT1717'0.4 MILE NORTH ALONG NORTH FORK ROAD FROM THE BRIDGE OVER SAN
 GT1717'JOAQUIN RIVER AT FRIANT, IN THE TOP OF THE SOUTHWEST CONCRETE
 GT1717'CURB OF BRIDGE OVER MADERA CANAL, 13 FEET SOUTHWEST OF THE CENTER
 GT1717'LINE OF THE ROAD, 7.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 GT1717'CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  SEC 7, T11S, R21E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5455 ***********************************************************************
 DX5455  DESIGNATION -  446
 DX5455  PID         -  DX5455
 DX5455  STATE/COUNTY-  CA/RIVERSIDE
 DX5455  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5455
 DX5455                         *CURRENT SURVEY CONTROL
 DX5455  ___________________________________________________________________
 DX5455* NAD 83(1986)-  33 50 53.     (N)    117 23 09.     (W)     SCALED    
 DX5455* NAVD 88     -       443.667  (meters)    1455.60   (feet)  ADJUSTED  
 DX5455  ___________________________________________________________________
 DX5455  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DX5455  DYNAMIC HT  -         443.168 (meters)    1453.96  (feet)  COMP
 DX5455  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 DX5455
 DX5455  VERT ORDER  -  FIRST     CLASS II
 DX5455
 DX5455.The horizontal coordinates were scaled from a topographic map and have
 DX5455.an estimated accuracy of +/- 6 seconds.
 DX5455
 DX5455.The orthometric height was determined by differential leveling
 DX5455.and adjusted in January 1993.
 DX5455
 DX5455.The geoid height was determined by GEOID03.
 DX5455
 DX5455.The dynamic height is computed by dividing the NAVD 88
 DX5455.geopotential number by the normal gravity value computed on the
 DX5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5455.degrees latitude (g = 980.6199 gals.).
 DX5455
 DX5455.The modeled gravity was interpolated from observed gravity values.
 DX5455
 DX5455;                    North         East    Units  Estimated Accuracy
 DX5455;SPC CA 6     -   687,050.    1,894,880.      MT  (+/- 180 meters Scaled)
 DX5455
 DX5455                          SUPERSEDED SURVEY CONTROL
 DX5455
 DX5455.No superseded survey control is available for this station.
 DX5455
 DX5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT643453(NAD 83)
 DX5455_MARKER: A = ALUMINUM MARKER
 DX5455_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX5455_SP_SET: UNSPECIFIED ROCK
 DX5455_STAMPING: BM 446
 DX5455_MARK LOGO: MWDSC 
 DX5455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5455+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5455
 DX5455  HISTORY     - Date     Condition        Report By
 DX5455  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5455
 DX5455                          STATION DESCRIPTION
 DX5455
 DX5455'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5455'LAKE MATHEWS AREA, AT THE NORTHEAST PATROL ROAD GATE, 1.01 MILE
 DX5455'(1.63 KM) WESTERLY ALONG PATROL, 54 FEET (16.5 M) NORTH OF PATROL
 DX5455'ROAD, 180 FEET (54.9 M) SOUTH OF 6 FOOT (1.8 M) HIGH V MESH FENCE AT
 DX5455'NORTH PROPERTY LINE, A 3 FOOT (0.9 M) DIAMETER ROCK FLUSH, NORTH OF A
 DX5455'SMALL LINE OF ROCKS. A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET IN
 DX5455'3 FOOT (0.9 M) DIAMETER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3591 ***********************************************************************
 HT3591  DESIGNATION -  446.86=181
 HT3591  PID         -  HT3591
 HT3591  STATE/COUNTY-  CA/SANTA CRUZ
 HT3591  USGS QUAD   -  FELTON (1991)
 HT3591
 HT3591                         *CURRENT SURVEY CONTROL
 HT3591  ___________________________________________________________________
 HT3591* NAD 83(1986)-  37 06 22.     (N)    122 06 23.     (W)     SCALED    
 HT3591* NAVD 88     -       137.145  (meters)     449.95   (feet)  ADJUSTED  
 HT3591  ___________________________________________________________________
 HT3591  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HT3591  DYNAMIC HT  -         137.045 (meters)     449.62  (feet)  COMP
 HT3591  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 HT3591
 HT3591  VERT ORDER  -  FIRST     CLASS II
 HT3591
 HT3591.The horizontal coordinates were scaled from a topographic map and have
 HT3591.an estimated accuracy of +/- 6 seconds.
 HT3591
 HT3591.The orthometric height was determined by differential leveling
 HT3591.and adjusted in February 1993.
 HT3591
 HT3591.The geoid height was determined by GEOID03.
 HT3591
 HT3591.The dynamic height is computed by dividing the NAVD 88
 HT3591.geopotential number by the normal gravity value computed on the
 HT3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3591.degrees latitude (g = 980.6199 gals.).
 HT3591
 HT3591.The modeled gravity was interpolated from observed gravity values.
 HT3591
 HT3591;                    North         East    Units  Estimated Accuracy
 HT3591;SPC CA 3     -   568,490.    1,857,220.      MT  (+/- 180 meters Scaled)
 HT3591
 HT3591                          SUPERSEDED SURVEY CONTROL
 HT3591
 HT3591  NGVD 29 (10/21/93)  136.310  (m)          447.21   (f) ADJUSTED    1 2
 HT3591
 HT3591.Superseded values are not recommended for survey control.
 HT3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3591.See file dsdata.txt to determine how the superseded data were derived.
 HT3591
 HT3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG794070(NAD 83)
 HT3591_MARKER: DD = SURVEY DISK
 HT3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3591_SP_SET: CONCRETE POST
 HT3591_STAMPING: B.M. 446.86 H9.15
 HT3591_MARK LOGO: CA-087
 HT3591_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3591+STABILITY: SURFACE MOTION
 HT3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3591+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3591
 HT3591  HISTORY     - Date     Condition        Report By
 HT3591  HISTORY     - UNK      MONUMENTED       CA-087
 HT3591  HISTORY     - 19900424 GOOD             NGS
 HT3591
 HT3591                          STATION DESCRIPTION
 HT3591
 HT3591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3591'IN BROOKDALE, AT THE INTERSECTION OF STATE HIGHWAY 9 AND LARKSPUR
 HT3591'STREET, 9.0 M (29.5 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 HT3591'CENTERLINE, 6.5 M (21.3 FT) SOUTH OF UTILITY POLE NUMBER 112, 3.1 M
 HT3591'(10.2 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, AND 0.1 M
 HT3591'(0.3 FT) PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0365 ***********************************************************************
 GS0365  DESIGNATION -  4462
 GS0365  PID         -  GS0365
 GS0365  STATE/COUNTY-  CA/INYO
 GS0365  USGS QUAD   -  EMIGRANT PASS (1988)
 GS0365
 GS0365                         *CURRENT SURVEY CONTROL
 GS0365  ___________________________________________________________________
 GS0365* NAD 83(1986)-  36 16 44.     (N)    117 11 11.     (W)     SCALED    
 GS0365* NAVD 88     -      1360.291  (meters)    4462.89   (feet)  ADJUSTED  
 GS0365  ___________________________________________________________________
 GS0365  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 GS0365  DYNAMIC HT  -        1358.733 (meters)    4457.78  (feet)  COMP
 GS0365  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 GS0365
 GS0365  VERT ORDER  -  FIRST     CLASS II
 GS0365
 GS0365.The horizontal coordinates were scaled from a topographic map and have
 GS0365.an estimated accuracy of +/- 6 seconds.
 GS0365
 GS0365.The orthometric height was determined by differential leveling
 GS0365.and adjusted in June 1991.
 GS0365
 GS0365.The geoid height was determined by GEOID03.
 GS0365
 GS0365.The dynamic height is computed by dividing the NAVD 88
 GS0365.geopotential number by the normal gravity value computed on the
 GS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0365.degrees latitude (g = 980.6199 gals.).
 GS0365
 GS0365.The modeled gravity was interpolated from observed gravity values.
 GS0365
 GS0365;                    North         East    Units  Estimated Accuracy
 GS0365;SPC CA 4     -   606,460.    2,162,930.      MT  (+/- 180 meters Scaled)
 GS0365
 GS0365                          SUPERSEDED SURVEY CONTROL
 GS0365
 GS0365  NGVD 29 (??/??/??) 1359.309  (m)         4459.67   (f) ADJUSTED    1 2
 GS0365
 GS0365.Superseded values are not recommended for survey control.
 GS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0365.See file dsdata.txt to determine how the superseded data were derived.
 GS0365
 GS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA832148(NAD 83)
 GS0365_MARKER: P = PIPE CAP
 GS0365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0365_STAMPING: 4462 B 163 1907
 GS0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0365
 GS0365  HISTORY     - Date     Condition        Report By
 GS0365  HISTORY     - 1907     MONUMENTED       USGS
 GS0365  HISTORY     - 1933     GOOD             NGS
 GS0365  HISTORY     - 1935     GOOD             NGS
 GS0365
 GS0365                          STATION DESCRIPTION
 GS0365
 GS0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0365'27.9 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0365'27.9 MILES SOUTHWEST ALONG A COUNTY ROAD FROM STOVEPIPE WELLS
 GS0365'HOTEL, INYO COUNTY, AND ABOUT 100 FEET WEST OF THE CENTERLINE
 GS0365'OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GS0365'STAMPED 4462 B 163 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0365'IRON PIPE SET IN CONCRETE.
 GS0365
 GS0365                          STATION RECOVERY (1935)
 GS0365
 GS0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GS0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0294 ***********************************************************************
 JS0294  DESIGNATION -  4468
 JS0294  PID         -  JS0294
 JS0294  STATE/COUNTY-  CA/TUOLUMNE
 JS0294  USGS QUAD   -  TWAIN HARTE (1979)
 JS0294
 JS0294                         *CURRENT SURVEY CONTROL
 JS0294  ___________________________________________________________________
 JS0294* NAD 83(1986)-  38 03 34.     (N)    120 12 04.     (W)     SCALED    
 JS0294* NAVD 88     -      1363.673  (meters)    4473.98   (feet)  POSTED    
 JS0294  ___________________________________________________________________
 JS0294  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 JS0294  DYNAMIC HT  -        1362.370 (meters)    4469.71  (feet)  COMP
 JS0294  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 JS0294
 JS0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JS0294
 JS0294.The horizontal coordinates were scaled from a topographic map and have
 JS0294.an estimated accuracy of +/- 6 seconds.
 JS0294
 JS0294.The orthometric height was determined by differential leveling
 JS0294.and adjusted in October 2003.
 JS0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JS0294.rate of 0.0 thru 1.0 mm/km.
 JS0294
 JS0294.The geoid height was determined by GEOID03.
 JS0294
 JS0294.The dynamic height is computed by dividing the NAVD 88
 JS0294.geopotential number by the normal gravity value computed on the
 JS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0294.degrees latitude (g = 980.6199 gals.).
 JS0294
 JS0294.The modeled gravity was interpolated from observed gravity values.
 JS0294
 JS0294;                    North         East    Units  Estimated Accuracy
 JS0294;SPC CA 3     -   673,110.    2,026,230.      MT  (+/- 180 meters Scaled)
 JS0294
 JS0294                          SUPERSEDED SURVEY CONTROL
 JS0294
 JS0294  NGVD 29 (??/??/92) 1362.753  (m)         4470.97   (f) ADJ UNCH    1 2
 JS0294
 JS0294.Superseded values are not recommended for survey control.
 JS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0294.See file dsdata.txt to determine how the superseded data were derived.
 JS0294
 JS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH455161(NAD 83)
 JS0294_MARKER: B = BOLT
 JS0294_SETTING: 80 = SET IN A BOULDER
 JS0294_SP_SET: BOULDER
 JS0294_MARK LOGO: USGS  
 JS0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0294+STABILITY: SURFACE MOTION
 JS0294
 JS0294  HISTORY     - Date     Condition        Report By
 JS0294  HISTORY     - UNK      MONUMENTED       USGS
 JS0294  HISTORY     - 1957     GOOD             CGS
 JS0294
 JS0294                          STATION DESCRIPTION
 JS0294
 JS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JS0294'2.8 MI NE FROM TWAIN HARTE.
 JS0294'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 108 FROM THE TWAIN HARTE
 JS0294'LODGE AT TWAIN HARTE, IN R 16 E, T 2 N, IN THE NORTHEAST QUARTER
 JS0294'OF SECTION 3, 0.2 MILE SOUTHWEST OF THE SUGARPINE BAR, IN THE
 JS0294'TOP OF AN 8-BY 15-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 3
 JS0294'FEET ABOVE THE GROUND, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 JS0294'HIGHWAY, 10 FEET EAST OF TELEPHONE POLE 325 WITH TWO GUY WIRES,
 JS0294'AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THE TOP OF THE
 JS0294'BOLT HAS BEEN HIT AND THE STAMPING IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5456 ***********************************************************************
 DX5456  DESIGNATION -  447
 DX5456  PID         -  DX5456
 DX5456  STATE/COUNTY-  CA/RIVERSIDE
 DX5456  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5456
 DX5456                         *CURRENT SURVEY CONTROL
 DX5456  ___________________________________________________________________
 DX5456* NAD 83(1986)-  33 51 02.     (N)    117 23 40.     (W)     SCALED    
 DX5456* NAVD 88     -       464.341  (meters)    1523.43   (feet)  ADJUSTED  
 DX5456  ___________________________________________________________________
 DX5456  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DX5456  DYNAMIC HT  -         463.820 (meters)    1521.72  (feet)  COMP
 DX5456  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 DX5456
 DX5456  VERT ORDER  -  FIRST     CLASS II
 DX5456
 DX5456.The horizontal coordinates were scaled from a topographic map and have
 DX5456.an estimated accuracy of +/- 6 seconds.
 DX5456
 DX5456.The orthometric height was determined by differential leveling
 DX5456.and adjusted in January 1993.
 DX5456
 DX5456.The geoid height was determined by GEOID03.
 DX5456
 DX5456.The dynamic height is computed by dividing the NAVD 88
 DX5456.geopotential number by the normal gravity value computed on the
 DX5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5456.degrees latitude (g = 980.6199 gals.).
 DX5456
 DX5456.The modeled gravity was interpolated from observed gravity values.
 DX5456
 DX5456;                    North         East    Units  Estimated Accuracy
 DX5456;SPC CA 6     -   687,330.    1,894,090.      MT  (+/- 180 meters Scaled)
 DX5456
 DX5456                          SUPERSEDED SURVEY CONTROL
 DX5456
 DX5456.No superseded survey control is available for this station.
 DX5456
 DX5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT635456(NAD 83)
 DX5456_MARKER: A = ALUMINUM MARKER
 DX5456_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX5456_SP_SET: UNSPECIFIED ROCK
 DX5456_STAMPING: BM 447
 DX5456_MARK LOGO: MWDSC 
 DX5456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5456+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5456
 DX5456  HISTORY     - Date     Condition        Report By
 DX5456  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5456
 DX5456                          STATION DESCRIPTION
 DX5456
 DX5456'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5456'LAKE MATHEWS AREA, AT THE NORTHEAST PATROL ROAD GATE, 1.6 MILES
 DX5456'(2.6 KM) WESTERLY ALONG THE PATROL ROAD, A LARGE GROUPOF ROCKS, 11
 DX5456'FEET (3.4 M) SOUTH OF CENTERLINE PATROL AT NORTH EDGE OF ROCKS. A
 DX5456'STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET IN A 4 FOOT (1.2 M)
 DX5456'DIAMETER ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0509 ***********************************************************************
 KS0509  DESIGNATION -  4471.29 USBPR
 KS0509  PID         -  KS0509
 KS0509  STATE/COUNTY-  CA/PLUMAS
 KS0509  USGS QUAD   -  JOHNSVILLE (1994)
 KS0509
 KS0509                         *CURRENT SURVEY CONTROL
 KS0509  ___________________________________________________________________
 KS0509* NAD 83(1986)-  39 50 42.     (N)    120 40 43.     (W)     SCALED    
 KS0509* NAVD 88     -      1365.261  (meters)    4479.19   (feet)  ADJUSTED  
 KS0509  ___________________________________________________________________
 KS0509  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 KS0509  DYNAMIC HT  -        1364.086 (meters)    4475.34  (feet)  COMP
 KS0509  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 KS0509
 KS0509  VERT ORDER  -  SECOND    CLASS 0
 KS0509
 KS0509.The horizontal coordinates were scaled from a topographic map and have
 KS0509.an estimated accuracy of +/- 6 seconds.
 KS0509
 KS0509.The orthometric height was determined by differential leveling
 KS0509.and adjusted in June 1991.
 KS0509
 KS0509.The geoid height was determined by GEOID03.
 KS0509
 KS0509.The dynamic height is computed by dividing the NAVD 88
 KS0509.geopotential number by the normal gravity value computed on the
 KS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0509.degrees latitude (g = 980.6199 gals.).
 KS0509
 KS0509.The modeled gravity was interpolated from observed gravity values.
 KS0509
 KS0509;                    North         East    Units  Estimated Accuracy
 KS0509;SPC CA 1     -   557,670.    2,113,090.      MT  (+/- 180 meters Scaled)
 KS0509
 KS0509                          SUPERSEDED SURVEY CONTROL
 KS0509
 KS0509  NGVD 29 (??/??/??) 1364.236  (m)         4475.83   (f) ADJUSTED    2 0
 KS0509
 KS0509.Superseded values are not recommended for survey control.
 KS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0509.See file dsdata.txt to determine how the superseded data were derived.
 KS0509
 KS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK986131(NAD 83)
 KS0509_MARKER: DD = SURVEY DISK
 KS0509_SETTING: 0 = UNSPECIFIED SETTING
 KS0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0509
 KS0509  HISTORY     - Date     Condition        Report By
 KS0509  HISTORY     - UNK      MONUMENTED       BPR
 KS0509  HISTORY     - 1972     GOOD             USGS
 KS0509  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0509
 KS0509                          STATION DESCRIPTION
 KS0509
 KS0509'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KS0509'15.3 MI W FROM PORTOLA.
 KS0509'ABOUT 15.3 MILES WEST ALONG STATE HIGHWAY 70 FROM THE PO AT
 KS0509'PORTOLA, THENCE 0.1 MILE NORTHEAST ON ABANDONED SECTION OF
 KS0509'HIGHWAY.  SUMMIT MENTIONED IN ORIGINAL DESCRIPTION IS WEST OF
 KS0509'A USNFS CAMP-GROUND, BETWEEN IT AND THE NEW HIGHWAY, AND CAN BEST
 KS0509'BE REACHED BY A FRONTAGE ROAD THAT LEADS BY THE CAMPGROUND.
 KS0509
 KS0509                          STATION RECOVERY (2004)
 KS0509
 KS0509'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0457 ***********************************************************************
 MW0457  DESIGNATION -  4471.55
 MW0457  PID         -  MW0457
 MW0457  STATE/COUNTY-  CA/SISKIYOU
 MW0457  USGS QUAD   -  DEAD HORSE SUMMIT (1990)
 MW0457
 MW0457                         *CURRENT SURVEY CONTROL
 MW0457  ___________________________________________________________________
 MW0457* NAD 83(1986)-  41 12 08.     (N)    121 45 31.     (W)     SCALED    
 MW0457* NAVD 88     -      1355.222  (meters)    4446.26   (feet)  ADJUSTED  
 MW0457  ___________________________________________________________________
 MW0457  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 MW0457  DYNAMIC HT  -        1354.289 (meters)    4443.20  (feet)  COMP
 MW0457  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 MW0457
 MW0457  VERT ORDER  -  SECOND    CLASS 0
 MW0457
 MW0457.The horizontal coordinates were scaled from a topographic map and have
 MW0457.an estimated accuracy of +/- 6 seconds.
 MW0457
 MW0457.The orthometric height was determined by differential leveling
 MW0457.and adjusted in June 1991.
 MW0457
 MW0457.The geoid height was determined by GEOID03.
 MW0457
 MW0457.The dynamic height is computed by dividing the NAVD 88
 MW0457.geopotential number by the normal gravity value computed on the
 MW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0457.degrees latitude (g = 980.6199 gals.).
 MW0457
 MW0457.The modeled gravity was interpolated from observed gravity values.
 MW0457
 MW0457;                    North         East    Units  Estimated Accuracy
 MW0457;SPC CA 1     -   707,550.    2,020,250.      MT  (+/- 180 meters Scaled)
 MW0457
 MW0457                          SUPERSEDED SURVEY CONTROL
 MW0457
 MW0457  NGVD 29 (??/??/??) 1354.180  (m)         4442.84   (f) ADJUSTED    2 0
 MW0457
 MW0457.Superseded values are not recommended for survey control.
 MW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0457.See file dsdata.txt to determine how the superseded data were derived.
 MW0457
 MW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL040619(NAD 83)
 MW0457_MARKER: P = PIPE CAP
 MW0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MW0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MW0457_STAMPING: 4471.55 1933
 MW0457_MARK LOGO: BOR   
 MW0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0457
 MW0457  HISTORY     - Date     Condition        Report By
 MW0457  HISTORY     - 1933     MONUMENTED       BPR
 MW0457  HISTORY     - 1936     GOOD             CGS
 MW0457
 MW0457                          STATION DESCRIPTION
 MW0457
 MW0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MW0457'3.1 MI NW FROM BEAR FLAT.
 MW0457'IN SISKIYOU COUNTY, 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 89
 MW0457'FROM BEAR FLAT, SHASTA COUNTY, 0.6 MILE SOUTHEAST OF DEAD HORSE
 MW0457'SUMMIT, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET
 MW0457'WEST OF A WHITE FIR TREE.  A UNITED STATES BUREAU OF PUBLIC ROADS
 MW0457'STANDARD CAP, STAMPED---4471.55 1933---, AND RIVETED ON THE TOP
 MW0457'OF A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0507 ***********************************************************************
 KS0507  DESIGNATION -  4476.59 USBPR
 KS0507  PID         -  KS0507
 KS0507  STATE/COUNTY-  CA/PLUMAS
 KS0507  USGS QUAD   -  JOHNSVILLE (1994)
 KS0507
 KS0507                         *CURRENT SURVEY CONTROL
 KS0507  ___________________________________________________________________
 KS0507* NAD 83(1986)-  39 49 08.     (N)    120 39 42.     (W)     SCALED    
 KS0507* NAVD 88     -      1366.82   (+/-2cm)    4484.3    (feet)  VERTCON   
 KS0507  ___________________________________________________________________
 KS0507  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 KS0507  VERT ORDER  -  ? (See Below)
 KS0507
 KS0507.The horizontal coordinates were scaled from a topographic map and have
 KS0507.an estimated accuracy of +/- 6 seconds.
 KS0507
 KS0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0507.The vertical order pertains to the NGVD 29 superseded value.
 KS0507
 KS0507.The geoid height was determined by GEOID03.
 KS0507
 KS0507;                    North         East    Units  Estimated Accuracy
 KS0507;SPC CA 1     -   554,790.    2,114,590.      MT  (+/- 180 meters Scaled)
 KS0507
 KS0507                          SUPERSEDED SURVEY CONTROL
 KS0507
 KS0507  NGVD 29 (??/??/??) 1365.799  (m)         4480.96   (f) ADJUSTED    ?  
 KS0507
 KS0507.Superseded values are not recommended for survey control.
 KS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0507.See file dsdata.txt to determine how the superseded data were derived.
 KS0507
 KS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK001102(NAD 83)
 KS0507_MARKER: DD = SURVEY DISK
 KS0507_SETTING: 0 = UNSPECIFIED SETTING
 KS0507_STAMPING: 4476.59 1928
 KS0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0507
 KS0507  HISTORY     - Date     Condition        Report By
 KS0507  HISTORY     - UNK      MONUMENTED       BPR
 KS0507  HISTORY     - 1972     GOOD             USGS
 KS0507
 KS0507                          STATION DESCRIPTION
 KS0507
 KS0507'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KS0507'13.1 MI W FROM PORTOLA.
 KS0507'ABOUT 13.1 MILES WEST ALONG STATE HIGHWAY 70 FROM PO AT
 KS0507'PORTOLA, PLUMAS COUNTY TO AN ABANDONED SECTION OF THE HIGHWAY
 KS0507'ON THE RIGHT FROM WHICH THE PAVEMENT HAS BEEN REMOVED.  EITHER
 KS0507'BY FOTT OR BY 4-WHEEL DRIVE, PASS AROUND END OF FENCE WHICH
 KS0507'BARS THE OLD ROAD BED.  ACCEND SLIGHT GRADE 0.2 MILE
 KS0507'SOUTHEAST TO END OF PAVEMENT, MARK IS 58 FEET NORTHEAST OF
 KS0507'CENTERLINE OF OLD ROAD AND AT A 4-FOOT ROTTING STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5457 ***********************************************************************
 DX5457  DESIGNATION -  448
 DX5457  PID         -  DX5457
 DX5457  STATE/COUNTY-  CA/RIVERSIDE
 DX5457  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5457
 DX5457                         *CURRENT SURVEY CONTROL
 DX5457  ___________________________________________________________________
 DX5457* NAD 83(1986)-  33 51 02.     (N)    117 24 13.     (W)     SCALED    
 DX5457* NAVD 88     -       469.742  (meters)    1541.15   (feet)  ADJUSTED  
 DX5457  ___________________________________________________________________
 DX5457  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DX5457  DYNAMIC HT  -         469.216 (meters)    1539.42  (feet)  COMP
 DX5457  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 DX5457
 DX5457  VERT ORDER  -  FIRST     CLASS II
 DX5457
 DX5457.The horizontal coordinates were scaled from a topographic map and have
 DX5457.an estimated accuracy of +/- 6 seconds.
 DX5457
 DX5457.The orthometric height was determined by differential leveling
 DX5457.and adjusted in January 1993.
 DX5457
 DX5457.The geoid height was determined by GEOID03.
 DX5457
 DX5457.The dynamic height is computed by dividing the NAVD 88
 DX5457.geopotential number by the normal gravity value computed on the
 DX5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5457.degrees latitude (g = 980.6199 gals.).
 DX5457
 DX5457.The modeled gravity was interpolated from observed gravity values.
 DX5457
 DX5457;                    North         East    Units  Estimated Accuracy
 DX5457;SPC CA 6     -   687,340.    1,893,240.      MT  (+/- 180 meters Scaled)
 DX5457
 DX5457                          SUPERSEDED SURVEY CONTROL
 DX5457
 DX5457.No superseded survey control is available for this station.
 DX5457
 DX5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT626456(NAD 83)
 DX5457_MARKER: A = ALUMINUM MARKER
 DX5457_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DX5457_SP_SET: UNSPECIFIED ROCK
 DX5457_STAMPING: BM 448
 DX5457_MARK LOGO: MWDSC 
 DX5457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5457+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5457
 DX5457  HISTORY     - Date     Condition        Report By
 DX5457  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5457
 DX5457                          STATION DESCRIPTION
 DX5457
 DX5457'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5457'LAKE MATHEWS AREA, AT THE NORTHEAST PATROL ROAD GATE, 2.0 MILES
 DX5457'(3.2 KM) WESTERLY ALONG PATROL ROAD TO A INTERSECTION WITH A PATROL
 DX5457'ROAD RUNNING NORTH SOUTH, INTERSECTION IS 0.3 MILE (0.5 KM) SOUTH OF
 DX5457'EL SOBRANTE RD, 660 FEET (201.2 M) WESTERLY OF INTERSECTION ON PATROL
 DX5457'ROADS, 65 FEET (19.8 M) SOUTH OF THE CENTERLINE OF PATROL ROAD, A 25
 DX5457'FOOT (7.6 M) DIAMETER GROUP OF ROCKS, A ROCK 5 FEET (1.5 M) BY 8 FEET
 DX5457'(2.4 M)  UP 3 FEET. A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET IN
 DX5457'THE ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1712 ***********************************************************************
 FU1712  DESIGNATION -  448 B USGS
 FU1712  PID         -  FU1712
 FU1712  STATE/COUNTY-  CA/KERN
 FU1712  USGS QUAD   -  OILDALE (1973)
 FU1712
 FU1712                         *CURRENT SURVEY CONTROL
 FU1712  ___________________________________________________________________
 FU1712* NAD 83(1986)-  35 25 54.     (N)    119 04 29.     (W)     SCALED    
 FU1712* NAVD 88     -       137.26   (+/-2cm)     450.3    (feet)  VERTCON   
 FU1712  ___________________________________________________________________
 FU1712  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FU1712  VERT ORDER  -  THIRD (See Below)
 FU1712
 FU1712.The horizontal coordinates were scaled from a topographic map and have
 FU1712.an estimated accuracy of +/- 6 seconds.
 FU1712
 FU1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1712.The vertical order pertains to the NGVD 29 superseded value.
 FU1712
 FU1712.The geoid height was determined by GEOID03.
 FU1712
 FU1712;                    North         East    Units  Estimated Accuracy
 FU1712;SPC CA 5     -   714,800.    1,902,410.      MT  (+/- 180 meters Scaled)
 FU1712
 FU1712                          SUPERSEDED SURVEY CONTROL
 FU1712
 FU1712  NGVD 29 (??/??/??)  136.42   (m)          447.6    (f) RESET       3  
 FU1712
 FU1712.Superseded values are not recommended for survey control.
 FU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1712.See file dsdata.txt to determine how the superseded data were derived.
 FU1712
 FU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV116228(NAD 83)
 FU1712_MARKER: Z = SEE DESCRIPTION
 FU1712_SETTING: 0 = UNSPECIFIED SETTING
 FU1712_STAMPING: 448 B 1902
 FU1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU1712
 FU1712  HISTORY     - Date     Condition        Report By
 FU1712  HISTORY     - 1902     MONUMENTED       USGS
 FU1712
 FU1712                          STATION DESCRIPTION
 FU1712
 FU1712'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 FU1712'6.1 MI N FROM BAKERSFIELD.
 FU1712'6.1 MILES NORTH OF BAKERSFIELD, 5 POLES SOUTH OF MILE POST NO. 307,
 FU1712'100 FEET NORTH OF RESERVOIR FENCE, 44 FEET EAST OF TRACK, 30 FEET
 FU1712'WEST OF HIGHWAY NO. 99.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5458 ***********************************************************************
 DX5458  DESIGNATION -  449
 DX5458  PID         -  DX5458
 DX5458  STATE/COUNTY-  CA/RIVERSIDE
 DX5458  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5458
 DX5458                         *CURRENT SURVEY CONTROL
 DX5458  ___________________________________________________________________
 DX5458* NAD 83(1986)-  33 51 02.     (N)    117 24 41.     (W)     SCALED    
 DX5458* NAVD 88     -       457.128  (meters)    1499.76   (feet)  ADJUSTED  
 DX5458  ___________________________________________________________________
 DX5458  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DX5458  DYNAMIC HT  -         456.617 (meters)    1498.08  (feet)  COMP
 DX5458  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 DX5458
 DX5458  VERT ORDER  -  FIRST     CLASS II
 DX5458
 DX5458.The horizontal coordinates were scaled from a topographic map and have
 DX5458.an estimated accuracy of +/- 6 seconds.
 DX5458
 DX5458.The orthometric height was determined by differential leveling
 DX5458.and adjusted in January 1993.
 DX5458
 DX5458.The geoid height was determined by GEOID03.
 DX5458
 DX5458.The dynamic height is computed by dividing the NAVD 88
 DX5458.geopotential number by the normal gravity value computed on the
 DX5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5458.degrees latitude (g = 980.6199 gals.).
 DX5458
 DX5458.The modeled gravity was interpolated from observed gravity values.
 DX5458
 DX5458;                    North         East    Units  Estimated Accuracy
 DX5458;SPC CA 6     -   687,350.    1,892,520.      MT  (+/- 180 meters Scaled)
 DX5458
 DX5458                          SUPERSEDED SURVEY CONTROL
 DX5458
 DX5458.No superseded survey control is available for this station.
 DX5458
 DX5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT619456(NAD 83)
 DX5458_MARKER: A = ALUMINUM MARKER
 DX5458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5458_SP_SET: CONCRETE POST
 DX5458_STAMPING: BM 449
 DX5458_MARK LOGO: MWDSC 
 DX5458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5458+STABILITY: SURFACE MOTION
 DX5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5458+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5458
 DX5458  HISTORY     - Date     Condition        Report By
 DX5458  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5458
 DX5458                          STATION DESCRIPTION
 DX5458
 DX5458'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5458'LAKE MATHEWS AREA, AT THE NORTHEAST PATROL ROAD GATE, 2.6 MILES
 DX5458'(4.2 KM) WESTERLY ALONG PATROL ROAD TO A FORK IN ROAD, 23 FEET
 DX5458'(7.0 M) SOUTH OF THE FORK IN THE PATROL ROAD, ALSO 0.55 MILE
 DX5458'(0.89 KM) EASTERLY ON NORTH PATROL ROAD FROM THE END OF PARAPET WALL
 DX5458'DIKE NUMBER TWO LAKE MATHEWS. A STANDARD MWDSC 3-1/4 ALUMINUM DISK
 DX5458'SET IN 8 INCH DIAMETER CONCRETE POST UP 0.2 FOOT (6.1 CM) ABOVE
 DX5458'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0241 ***********************************************************************
 FU0241  DESIGNATION -  449+25.67 CAHD
 FU0241  PID         -  FU0241
 FU0241  STATE/COUNTY-  CA/KERN
 FU0241  USGS QUAD   -  METTLER (1992)
 FU0241
 FU0241                         *CURRENT SURVEY CONTROL
 FU0241  ___________________________________________________________________
 FU0241* NAD 83(1986)-  35 02 55.     (N)    118 57 52.     (W)     SCALED    
 FU0241* NAVD 88     -       189.49   (+/-2cm)     621.7    (feet)  VERTCON   
 FU0241  ___________________________________________________________________
 FU0241  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 FU0241  VERT ORDER  -  THIRD (See Below)
 FU0241
 FU0241.The horizontal coordinates were scaled from a topographic map and have
 FU0241.an estimated accuracy of +/- 6 seconds.
 FU0241
 FU0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0241.The vertical order pertains to the NGVD 29 superseded value.
 FU0241
 FU0241.The geoid height was determined by GEOID03.
 FU0241
 FU0241;                    North         East    Units  Estimated Accuracy
 FU0241;SPC CA 5     -   672,200.    1,912,020.      MT  (+/- 180 meters Scaled)
 FU0241
 FU0241                          SUPERSEDED SURVEY CONTROL
 FU0241
 FU0241  NGVD 29 (??/??/??)  188.71   (m)          619.1    (f) RESET       3  
 FU0241
 FU0241.Superseded values are not recommended for survey control.
 FU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0241.See file dsdata.txt to determine how the superseded data were derived.
 FU0241
 FU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU208801(NAD 83)
 FU0241_MARKER: DD = SURVEY DISK
 FU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0241_STAMPING: 449+25.67
 FU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0241+STABILITY: SURFACE MOTION
 FU0241
 FU0241  HISTORY     - Date     Condition        Report By
 FU0241  HISTORY     - UNK      MONUMENTED       CADH
 FU0241  HISTORY     - 1956     GOOD             NGS
 FU0241  HISTORY     - 1965     MARK NOT FOUND   NGS
 FU0241
 FU0241                          STATION DESCRIPTION
 FU0241
 FU0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FU0241'0.7 MI S FROM METTLER.
 FU0241'0.7 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE T JUNCTION OF STATE
 FU0241'HIGHWAY 166 AND 33 AT METTLER, IN R20 W T11N S12, BETWEEN THE
 FU0241'EAST AND WEST TRAFFIC LANES, 98.3 FEET NORTH OF BENCH MARK R 824,
 FU0241'37 1/2 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 35 1/2
 FU0241'FEET WEST OF THE CENTER LINE OF THE EAST LANES, 22 1/2 FEET NORTH
 FU0241'OF THE CENTER LINE OF A DRIVE CONNECTING THE LANES, 7.5 FEET
 FU0241'NORTHEAST OF THE CENTER OF THE NORTH END OF A 16-INCH CORRUGATED
 FU0241'METAL PIPE CULVERT UNDER THE DRIVE, 1.0 FOOT SOUTH OF A STEEL
 FU0241'MARKER POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 FU0241'A CONCRETE POST FLUSH WITH THE GROUND.
 FU0241
 FU0241                          STATION RECOVERY (1965)
 FU0241
 FU0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FU0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0339 ***********************************************************************
 HS0339  DESIGNATION -  449+85.42 USE
 HS0339  PID         -  HS0339
 HS0339  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0339  USGS QUAD   -  HOLT (1994)
 HS0339
 HS0339                         *CURRENT SURVEY CONTROL
 HS0339  ___________________________________________________________________
 HS0339* NAD 83(1986)-  37 59 40.     (N)    121 25 57.     (W)     SCALED    
 HS0339* NAVD 88     -         3.36   (+/-2cm)      11.0    (feet)  VERTCON   
 HS0339  ___________________________________________________________________
 HS0339  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 HS0339  VERT ORDER  -  THIRD (See Below)
 HS0339
 HS0339.The horizontal coordinates were scaled from a topographic map and have
 HS0339.an estimated accuracy of +/- 6 seconds.
 HS0339
 HS0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0339.The vertical order pertains to the NGVD 29 superseded value.
 HS0339
 HS0339.The geoid height was determined by GEOID03.
 HS0339
 HS0339;                    North         East    Units  Estimated Accuracy
 HS0339;SPC CA 3     -   666,260.    1,918,100.      MT  (+/- 180 meters Scaled)
 HS0339
 HS0339                          SUPERSEDED SURVEY CONTROL
 HS0339
 HS0339  NGVD 29 (??/??/??)    2.70   (m)            8.9    (f) RESET       3  
 HS0339
 HS0339.Superseded values are not recommended for survey control.
 HS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0339.See file dsdata.txt to determine how the superseded data were derived.
 HS0339
 HS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH376063(NAD 83)
 HS0339_MARKER: DD = SURVEY DISK
 HS0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0339_STAMPING: 449+85.42 17+POC
 HS0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0339+STABILITY: SURFACE MOTION
 HS0339
 HS0339  HISTORY     - Date     Condition        Report By
 HS0339  HISTORY     - UNK      MONUMENTED       DOD
 HS0339  HISTORY     - 1951     POOR             NGS
 HS0339  HISTORY     - 1964     MARK NOT FOUND   NGS
 HS0339
 HS0339                          STATION DESCRIPTION
 HS0339
 HS0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0339'AT RINDGE TRACT.
 HS0339'ON THE SOUTH SIDE OF RINDGE TRACT, 0.9 MILES WEST ALONG RINDGE ROAD
 HS0339'FROM THE CONFLUENCE OF STOCKTON DEEPWATER CHANNEL AND THE WEST
 HS0339'PRONG OF FOURTEENMILE SLOUGH, ON THE NORTHEAST SIDE OF THE CHANNEL,
 HS0339'147.5 FEET EAST OF THE SOUTHEAST LEG OF A WOODEN TOWER SUPPORTING
 HS0339'CHANNEL LIGHT 27, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 HS0339'3.9 FEET NORTHWEST OF A WITNESS POST, AND SET ABOUT LEVEL WITH
 HS0339'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HS0339'GROUND.
 HS0339
 HS0339                          STATION RECOVERY (1964)
 HS0339
 HS0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0644 ***********************************************************************
 JS0644  DESIGNATION -  4491
 JS0644  PID         -  JS0644
 JS0644  STATE/COUNTY-  CA/PLACER
 JS0644  USGS QUAD   -  DEVIL PEAK (1973)
 JS0644
 JS0644                         *CURRENT SURVEY CONTROL
 JS0644  ___________________________________________________________________
 JS0644* NAD 83(1986)-  38 59 43.     (N)    120 37 07.     (W)     SCALED    
 JS0644* NAVD 88     -      1369.96   (+/-2cm)    4494.6    (feet)  VERTCON   
 JS0644  ___________________________________________________________________
 JS0644  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 JS0644  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0644
 JS0644.The horizontal coordinates were scaled from a topographic map and have
 JS0644.an estimated accuracy of +/- 6 seconds.
 JS0644
 JS0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0644.The vertical order pertains to the NGVD 29 superseded value.
 JS0644
 JS0644.The geoid height was determined by GEOID03.
 JS0644
 JS0644;                    North         East    Units  Estimated Accuracy
 JS0644;SPC CA 2     -   648,390.    2,119,660.      MT  (+/- 180 meters Scaled)
 JS0644
 JS0644                          SUPERSEDED SURVEY CONTROL
 JS0644
 JS0644  NGVD 29 (??/??/92) 1369.022  (m)         4491.53   (f) ADJ UNCH    2 0
 JS0644
 JS0644.Superseded values are not recommended for survey control.
 JS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0644.See file dsdata.txt to determine how the superseded data were derived.
 JS0644
 JS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ062189(NAD 83)
 JS0644_MARKER: N = NAIL
 JS0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0644_SP_SET: OAK TREE ROOT
 JS0644_MARK LOGO: USFS  
 JS0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0644
 JS0644  HISTORY     - Date     Condition        Report By
 JS0644  HISTORY     - UNK      MONUMENTED       USFS
 JS0644  HISTORY     - 1952     GOOD             CGS
 JS0644
 JS0644                          STATION DESCRIPTION
 JS0644
 JS0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0644'28.6 MI NE FROM GEORGETOWN.
 JS0644'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0644'POST OFFICE AT GEORGETOWN, THENCE 20.0 MILES NORTHEAST ALONG THE
 JS0644'RALSTON RIDGE ROAD, IN THE TOP OF A CUT OUT PLACE IN THE ROOT
 JS0644'AT THE BASE OF AN OAK TREE WHICH HAS A FOREST SERVICE SECTION
 JS0644'CORNER LOCATION POSTER T 13 N R 12 E ON IT, 17 1/2 FEET NORTH OF
 JS0644'THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE
 JS0644'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USGS
 JS0644'4491 B M ON THE SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7710 ***********************************************************************
 EW7710  DESIGNATION -  4492
 EW7710  PID         -  EW7710
 EW7710  STATE/COUNTY-  CA/KERN
 EW7710  USGS QUAD   -  BALLINGER CANYON (1991)
 EW7710
 EW7710                         *CURRENT SURVEY CONTROL
 EW7710  ___________________________________________________________________
 EW7710* NAD 83(1992)-  34 55 12.68008(N)    119 24 19.50592(W)     ADJUSTED  
 EW7710* NAVD 88     -      1367.89   (+/-2cm)    4487.8    (feet)  VERTCON   
 EW7710  ___________________________________________________________________
 EW7710  EPOCH DATE  -        1991.35
 EW7710  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 EW7710  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 EW7710  HORZ ORDER  -  SECOND
 EW7710  VERT ORDER  -  THIRD ? (See Below)
 EW7710
 EW7710.The horizontal coordinates were established by classical geodetic methods
 EW7710.and adjusted by the National Geodetic Survey in June 1996.
 EW7710.The horizontal coordinates are valid at the epoch date displayed above.
 EW7710.The epoch date for horizontal control is a decimal equivalence
 EW7710.of Year/Month/Day.
 EW7710
 EW7710.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7710.The vertical order pertains to the NGVD 29 superseded value.
 EW7710
 EW7710.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7710
 EW7710.The geoid height was determined by GEOID03.
 EW7710
 EW7710;                    North         East     Units Scale Factor Converg.
 EW7710;SPC CA 5     -   658,432.581 1,871,591.113   MT  0.99992647   -0 48 04.0
 EW7710;SPC CA 5     - 2,160,207.56  6,140,378.51   sFT  0.99992647   -0 48 04.0
 EW7710;UTM  11      - 3,866,833.640   280,266.255   MT  1.00019511   -1 22 39.0
 EW7710
 EW7710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7710!SPC CA 5     -   0.99979045  x   0.99992647  =   0.99971693
 EW7710!UTM  11      -   0.99979045  x   1.00019511  =   0.99998552
 EW7710
 EW7710                          SUPERSEDED SURVEY CONTROL
 EW7710
 EW7710  NAD 83(1986)-  34 55 12.68254(N)    119 24 19.50111(W) AD(1984.00) 2
 EW7710  NAD 27      -  34 55 12.77800(N)    119 24 16.06800(W) AD(       ) 2
 EW7710  NGVD 29 (07/19/86) 1367.00   (m)         4484.9    (f) LEVELING    3  
 EW7710
 EW7710.Superseded values are not recommended for survey control.
 EW7710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7710.See file dsdata.txt to determine how the superseded data were derived.
 EW7710
 EW7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU8026666834(NAD 83)
 EW7710
 EW7710  HISTORY     - Date     Condition        Report By
 EW7710  HISTORY     - 1926     MONUMENTED       CGS
 EW7710
 EW7710                          STATION DESCRIPTION
 EW7710
 EW7710'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 EW7710'SEE STATION PELATO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3526 ***********************************************************************
 GU3526  DESIGNATION -  4492
 GU3526  PID         -  GU3526
 GU3526  STATE/COUNTY-  CA/SAN BENITO
 GU3526  USGS QUAD   -  HEPSEDAM PEAK (1969)
 GU3526
 GU3526                         *CURRENT SURVEY CONTROL
 GU3526  ___________________________________________________________________
 GU3526* NAD 83(1992)-  36 18 52.46228(N)    120 49 28.70185(W)     ADJUSTED  
 GU3526* NAVD 88     -      1368.     (meters)    4488.     (feet)  SCALED    
 GU3526  ___________________________________________________________________
 GU3526  EPOCH DATE  -        1991.35
 GU3526  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 GU3526  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 GU3526  HORZ ORDER  -  SECOND
 GU3526
 GU3526.The horizontal coordinates were established by classical geodetic methods
 GU3526.and adjusted by the National Geodetic Survey in March 1994.
 GU3526.The horizontal coordinates are valid at the epoch date displayed above.
 GU3526.The epoch date for horizontal control is a decimal equivalence
 GU3526.of Year/Month/Day.
 GU3526
 GU3526.The orthometric height was scaled from a topographic map.
 GU3526
 GU3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3526
 GU3526.The geoid height was determined by GEOID03.
 GU3526
 GU3526;                    North         East     Units Scale Factor Converg.
 GU3526;SPC CA 4     -   610,436.075 1,836,156.791   MT  0.99995544   -1 05 18.8
 GU3526;SPC CA 4     - 2,002,739.02  6,024,124.41   sFT  0.99995544   -1 05 18.8
 GU3526;UTM  10      - 4,021,036.275   695,292.612   MT  1.00006993   +1 17 19.3
 GU3526
 GU3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3526!SPC CA 4     -   0.99979044  x   0.99995544  =   0.99974589
 GU3526!UTM  10      -   0.99979044  x   1.00006993  =   0.99986035
 GU3526
 GU3526                          SUPERSEDED SURVEY CONTROL
 GU3526
 GU3526  NAD 83(1986)-  36 18 52.46079(N)    120 49 28.69837(W) AD(1984.00) 2
 GU3526  NAD 27      -  36 18 52.61601(N)    120 49 25.06820(W) AD(       ) 2
 GU3526
 GU3526.Superseded values are not recommended for survey control.
 GU3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3526.See file dsdata.txt to determine how the superseded data were derived.
 GU3526
 GU3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF9529321036(NAD 83)
 GU3526
 GU3526  HISTORY     - Date     Condition        Report By
 GU3526  HISTORY     - 1931     MONUMENTED       USGS
 GU3526  HISTORY     - 1962     SEE DESCRIPTION  CGS
 GU3526
 GU3526                          STATION DESCRIPTION
 GU3526
 GU3526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GU3526'STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 GU3526'
 GU3526'THE DISTANCE BEING 7.28 FEET OR 2.218 METERS NORTH OF TRIANGULATION
 GU3526'STATION HEPSEDAM 1885.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9105 ***********************************************************************
 JT9105  DESIGNATION -  45 1
 JT9105  PID         -  JT9105
 JT9105  STATE/COUNTY-  CA/NAPA
 JT9105  USGS QUAD   -  NAPA (1980)
 JT9105
 JT9105                         *CURRENT SURVEY CONTROL
 JT9105  ___________________________________________________________________
 JT9105* NAD 83(1986)-  38 15 00.     (N)    122 19 22.     (W)     SCALED    
 JT9105* NAVD 88     -        20.60   (+/-2cm)      67.6    (feet)  VERTCON   
 JT9105  ___________________________________________________________________
 JT9105  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT9105  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9105
 JT9105.The horizontal coordinates were scaled from a topographic map and have
 JT9105.an estimated accuracy of +/- 6 seconds.
 JT9105
 JT9105.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9105.The vertical order pertains to the NGVD 29 superseded value.
 JT9105
 JT9105.The geoid height was determined by GEOID03.
 JT9105
 JT9105;                    North         East    Units  Estimated Accuracy
 JT9105;SPC CA 2     -   564,810.    1,971,750.      MT  (+/- 180 meters Scaled)
 JT9105
 JT9105                          SUPERSEDED SURVEY CONTROL
 JT9105
 JT9105  NGVD 29 (??/??/92)   19.844  (m)           65.10   (f) ADJ UNCH    2 2
 JT9105
 JT9105.Superseded values are not recommended for survey control.
 JT9105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9105.See file dsdata.txt to determine how the superseded data were derived.
 JT9105
 JT9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592337(NAD 83)
 JT9105_MARKER: DD = SURVEY DISK
 JT9105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9105_SP_SET: TOWER BASE
 JT9105_MARK LOGO: CA2330
 JT9105_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9105
 JT9105  HISTORY     - Date     Condition        Report By
 JT9105  HISTORY     - 1971     MONUMENTED       CA2330
 JT9105
 JT9105                          STATION DESCRIPTION
 JT9105
 JT9105'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9105'ALONG CUTTINGS WHARF ROAD AT POWER LINE TOWER, A BRASS CAP SET IN THE
 JT9105'WEST LEG OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1601 ***********************************************************************
 JT1601  DESIGNATION -  45 2
 JT1601  PID         -  JT1601
 JT1601  STATE/COUNTY-  CA/NAPA
 JT1601  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1601
 JT1601                         *CURRENT SURVEY CONTROL
 JT1601  ___________________________________________________________________
 JT1601* NAD 83(1986)-  38 14 17.     (N)    122 18 34.     (W)     SCALED    
 JT1601* NAVD 88     -        11.14   (+/-2cm)      36.5    (feet)  VERTCON   
 JT1601  ___________________________________________________________________
 JT1601  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JT1601  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT1601
 JT1601.The horizontal coordinates were scaled from a topographic map and have
 JT1601.an estimated accuracy of +/- 6 seconds.
 JT1601
 JT1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1601.The vertical order pertains to the NGVD 29 superseded value.
 JT1601
 JT1601.The geoid height was determined by GEOID03.
 JT1601
 JT1601;                    North         East    Units  Estimated Accuracy
 JT1601;SPC CA 2     -   563,480.    1,972,910.      MT  (+/- 180 meters Scaled)
 JT1601
 JT1601                          SUPERSEDED SURVEY CONTROL
 JT1601
 JT1601  NGVD 29 (??/??/92)   10.405  (m)           34.14   (f) ADJ UNCH    2 2
 JT1601
 JT1601.Superseded values are not recommended for survey control.
 JT1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1601.See file dsdata.txt to determine how the superseded data were derived.
 JT1601
 JT1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604324(NAD 83)
 JT1601_MARKER: DD = SURVEY DISK
 JT1601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1601_SP_SET: COPPER-CLAD STEEL ROD
 JT1601_MARK LOGO: CA2330
 JT1601_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1601
 JT1601  HISTORY     - Date     Condition        Report By
 JT1601  HISTORY     - 1972     MONUMENTED       CA2330
 JT1601
 JT1601                          STATION DESCRIPTION
 JT1601
 JT1601'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1601'6 MI (9.7 KM) SOUTHWEST OF THE COUNTY COURTHOUSE AT NAPA, ON THE
 JT1601'NORTHEAST SIDE OF CUTTINGS WHARF ROAD, 1.6 MI (2.6 KM) SOUTHEAST OF
 JT1601'HIGHWAYS 12 AND 121, AT NORTH END OF A LARGE 90 DEGREE CURVE, AT THE
 JT1601'NORTHEAST CORNER OF A T-INTERSECTION CONNECTING TO THE NORTH END OF
 JT1601'THE OLD ALIGNMENT OF CUTTINGS WHARF ROAD, 22 FT (6.7 M) EAST OF
 JT1601'CENTERLINE OF CUTTINGS WHARF ROAD,44 FT NORTH OF INTERSECTION, 28.5
 JT1601'FT (8.7 M) NORTHWEST OF POWER POLE, 0.5 FT (0.2 M) BELOW TOP OF 10
 JT1601'INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GRAVEL SHOULDER OF
 JT1601'ROAD, WITH THE WORD MONUMENT CAST IN THE COVER, AND SET ON TOP OF A
 JT1601'5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 132 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6014 ***********************************************************************
 EW6014  DESIGNATION -  45 5
 EW6014  PID         -  EW6014
 EW6014  STATE/COUNTY-  CA/VENTURA
 EW6014  USGS QUAD   -  OXNARD (1967)
 EW6014
 EW6014                         *CURRENT SURVEY CONTROL
 EW6014  ___________________________________________________________________
 EW6014* NAD 83(1986)-  34 08 49.     (N)    119 09 11.     (W)     SCALED    
 EW6014* NAVD 88     -         5.533  (meters)      18.15   (feet)  ADJUSTED  
 EW6014  ___________________________________________________________________
 EW6014  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW6014  DYNAMIC HT  -           5.527 (meters)      18.13  (feet)  COMP
 EW6014  MODELED GRAV-     979,637.4   (mgal)                       NAVD 88
 EW6014
 EW6014  VERT ORDER  -  FIRST     CLASS I
 EW6014
 EW6014.The horizontal coordinates were scaled from a topographic map and have
 EW6014.an estimated accuracy of +/- 6 seconds.
 EW6014
 EW6014.The orthometric height was determined by differential leveling
 EW6014.and adjusted in June 1991.
 EW6014.WARNING-Repeat measurements at this control monument indicate possible
 EW6014.vertical movement.
 EW6014
 EW6014.The geoid height was determined by GEOID03.
 EW6014
 EW6014.The dynamic height is computed by dividing the NAVD 88
 EW6014.geopotential number by the normal gravity value computed on the
 EW6014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6014.degrees latitude (g = 980.6199 gals.).
 EW6014
 EW6014.The modeled gravity was interpolated from observed gravity values.
 EW6014
 EW6014;                    North         East    Units  Estimated Accuracy
 EW6014;SPC CA 5     -   572,370.    1,893,660.      MT  (+/- 180 meters Scaled)
 EW6014
 EW6014                          SUPERSEDED SURVEY CONTROL
 EW6014
 EW6014  NGVD 29 (??/??/92)    4.826  (m)           15.83   (f) ADJ UNCH    1 1
 EW6014
 EW6014.Superseded values are not recommended for survey control.
 EW6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6014.See file dsdata.txt to determine how the superseded data were derived.
 EW6014
 EW6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT014805(NAD 83)
 EW6014_MARKER: DD = SURVEY DISK
 EW6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6014_SP_SET: CONCRETE POST
 EW6014_STAMPING: BM 45-5 1965
 EW6014_MARK LOGO: CA-111
 EW6014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6014+STABILITY: SURFACE MOTION
 EW6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6014+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1989
 EW6014
 EW6014  HISTORY     - Date     Condition        Report By
 EW6014  HISTORY     - 1965     MONUMENTED       CA-111
 EW6014  HISTORY     - 1971     GOOD             NGS
 EW6014  HISTORY     - 1977     GOOD             NGS
 EW6014  HISTORY     - 19890515 GOOD             NGS
 EW6014
 EW6014                          STATION DESCRIPTION
 EW6014
 EW6014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6014'2.6 MI E FROM PORT HUENEME.
 EW6014'2.6 MILES EAST ALONG HUENEME ROAD FROM THE POST OFFICE AT PORT
 EW6014'HUENEME, AT THE SOUTHEAST CORNER OF THE JUNCTION OF ARNOLD
 EW6014'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF HUENEME ROAD, 38 1/2
 EW6014'FEET EAST OF THE CENTER LINE OF ARNOLD ROAD, 24 1/2 FEET
 EW6014'SOUTHEAST OF A POWER POLE, 28.4 FEET SOUTHEAST OF THE EAST END
 EW6014'OF THE SOUTH HEAD WALL OF A CULVERT UNDER HUENEME ROAD, 3.7 FEET
 EW6014'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK WHICH
 EW6014'PROJECTS 1 1/2 FEET, 1.1 FEET NORTH OF A WITNESS POST, ABOUT
 EW6014'LEVEL WITH THE ROADS AND IN THE TOP OF A CONCRETE POST WHICH
 EW6014'PROJECTS 0.1 FOOT.
 EW6014
 EW6014                          STATION RECOVERY (1977)
 EW6014
 EW6014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6014'CORRECTION
 EW6014'0.8 MILE EAST ALONG PLEASANT VALLEY ROAD FROM THE POST OFFICE AT
 EW6014'PORT HUENEME, THENCE 0.5 MI.SOUTH ALONG SAVIERS ROAD, THENCE 1.4 MILES
 EW6014'EAST ALONG HUENEME ROAD.
 EW6014
 EW6014                          STATION RECOVERY (1989)
 EW6014
 EW6014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6013 ***********************************************************************
 EW6013  DESIGNATION -  45 5 RM 1
 EW6013  PID         -  EW6013
 EW6013  STATE/COUNTY-  CA/VENTURA
 EW6013  USGS QUAD   -  OXNARD (1967)
 EW6013
 EW6013                         *CURRENT SURVEY CONTROL
 EW6013  ___________________________________________________________________
 EW6013* NAD 83(1986)-  34 08 51.     (N)    119 09 12.     (W)     SCALED    
 EW6013* NAVD 88     -         5.614  (meters)      18.42   (feet)  READJUSTED
 EW6013  ___________________________________________________________________
 EW6013  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW6013  DYNAMIC HT  -           5.610 (meters)      18.41  (feet)  COMP
 EW6013  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 EW6013
 EW6013  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW6013
 EW6013.The horizontal coordinates were scaled from a topographic map and have
 EW6013.an estimated accuracy of +/- 6 seconds.
 EW6013
 EW6013.The orthometric height was determined by differential leveling
 EW6013.and adjusted in February 1993.
 EW6013.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW6013.distribution rate of 2.1 thru 3.0 mm/km.
 EW6013.The height was derived from older observations constrained to new
 EW6013.heights in a crustal motion area.  The height is approximate in
 EW6013.relation to other heights in its vicinity.
 EW6013
 EW6013.The geoid height was determined by GEOID03.
 EW6013
 EW6013.The dynamic height is computed by dividing the NAVD 88
 EW6013.geopotential number by the normal gravity value computed on the
 EW6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6013.degrees latitude (g = 980.6199 gals.).
 EW6013
 EW6013.The modeled gravity was interpolated from observed gravity values.
 EW6013
 EW6013;                    North         East    Units  Estimated Accuracy
 EW6013;SPC CA 5     -   572,440.    1,893,640.      MT  (+/- 180 meters Scaled)
 EW6013
 EW6013                          SUPERSEDED SURVEY CONTROL
 EW6013
 EW6013  NGVD 29 (??/??/92)    4.871  (m)           15.98   (f) ADJ UNCH    1 1
 EW6013
 EW6013.Superseded values are not recommended for survey control.
 EW6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6013.See file dsdata.txt to determine how the superseded data were derived.
 EW6013
 EW6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT014806(NAD 83)
 EW6013_MARKER: Z = SEE DESCRIPTION
 EW6013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6013_SP_SET: MONUMENT AND WELL
 EW6013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6013
 EW6013  HISTORY     - Date     Condition        Report By
 EW6013  HISTORY     - UNK      MONUMENTED       CA-111
 EW6013  HISTORY     - 1969     GOOD             CA-111
 EW6013  HISTORY     - 1977     GOOD             NGS
 EW6013  HISTORY     - 19890601 MARK NOT FOUND   NGS
 EW6013
 EW6013                          STATION DESCRIPTION
 EW6013
 EW6013'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6013'AT OXNARD.
 EW6013'AT OXNARD, AT THE INTERSECTION OF HUENEME ROAD AND ARNOLD ROAD,
 EW6013'20 FEET WEST OF THE INTERSECTION AND IN THE CENTER OF HUENEME
 EW6013'ROAD, 68.7 FEET NORTHWESTERLY FROM BM 45-5, A STANDARD BRASS
 EW6013'CAPPED MONUMENT AND WELL.
 EW6013
 EW6013                          STATION RECOVERY (1977)
 EW6013
 EW6013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6013'ADDITION
 EW6013'0.8 MILE EAST ALONG PLEASANT VALLEY ROAD FROM THE POST OFFICE AT
 EW6013'PORT HUENEME, THENCE 0.5 MI.SOUTH ALONG SAVIERS ROAD, THENCE 1.4 MILES
 EW6013'EAST ALONG HUENEME ROAD.
 EW6013
 EW6013                          STATION RECOVERY (1989)
 EW6013
 EW6013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9102 ***********************************************************************
 JT9102  DESIGNATION -  45 A
 JT9102  PID         -  JT9102
 JT9102  STATE/COUNTY-  CA/NAPA
 JT9102  USGS QUAD   -  NAPA (1980)
 JT9102
 JT9102                         *CURRENT SURVEY CONTROL
 JT9102  ___________________________________________________________________
 JT9102* NAD 83(1986)-  38 15 06.     (N)    122 19 28.     (W)     SCALED    
 JT9102* NAVD 88     -        18.99   (+/-2cm)      62.3    (feet)  VERTCON   
 JT9102  ___________________________________________________________________
 JT9102  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JT9102  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9102
 JT9102.The horizontal coordinates were scaled from a topographic map and have
 JT9102.an estimated accuracy of +/- 6 seconds.
 JT9102
 JT9102.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9102.The vertical order pertains to the NGVD 29 superseded value.
 JT9102
 JT9102.The geoid height was determined by GEOID03.
 JT9102
 JT9102;                    North         East    Units  Estimated Accuracy
 JT9102;SPC CA 2     -   564,990.    1,971,600.      MT  (+/- 180 meters Scaled)
 JT9102
 JT9102                          SUPERSEDED SURVEY CONTROL
 JT9102
 JT9102  NGVD 29 (??/??/92)   18.231  (m)           59.81   (f) ADJ UNCH    2 2
 JT9102
 JT9102.Superseded values are not recommended for survey control.
 JT9102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9102.See file dsdata.txt to determine how the superseded data were derived.
 JT9102
 JT9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH591339(NAD 83)
 JT9102_MARKER: DD = SURVEY DISK
 JT9102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9102_SP_SET: CONCRETE POST
 JT9102_MARK LOGO: CA2330
 JT9102_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9102+STABILITY: SURFACE MOTION
 JT9102
 JT9102  HISTORY     - Date     Condition        Report By
 JT9102  HISTORY     - 1971     MONUMENTED       CA2330
 JT9102
 JT9102                          STATION DESCRIPTION
 JT9102
 JT9102'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9102'ALONG CUTTINGS WHARF ROAD, 170 FT (51.8 M) NORTH OF POWER LINES, EAST
 JT9102'OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9103 ***********************************************************************
 JT9103  DESIGNATION -  45 B
 JT9103  PID         -  JT9103
 JT9103  STATE/COUNTY-  CA/NAPA
 JT9103  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9103
 JT9103                         *CURRENT SURVEY CONTROL
 JT9103  ___________________________________________________________________
 JT9103* NAD 83(1986)-  38 14 48.     (N)    122 19 10.     (W)     SCALED    
 JT9103* NAVD 88     -        20.10   (+/-2cm)      65.9    (feet)  VERTCON   
 JT9103  ___________________________________________________________________
 JT9103  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JT9103  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9103
 JT9103.The horizontal coordinates were scaled from a topographic map and have
 JT9103.an estimated accuracy of +/- 6 seconds.
 JT9103
 JT9103.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9103.The vertical order pertains to the NGVD 29 superseded value.
 JT9103
 JT9103.The geoid height was determined by GEOID03.
 JT9103
 JT9103;                    North         East    Units  Estimated Accuracy
 JT9103;SPC CA 2     -   564,430.    1,972,040.      MT  (+/- 180 meters Scaled)
 JT9103
 JT9103                          SUPERSEDED SURVEY CONTROL
 JT9103
 JT9103  NGVD 29 (??/??/92)   19.347  (m)           63.47   (f) ADJ UNCH    2 2
 JT9103
 JT9103.Superseded values are not recommended for survey control.
 JT9103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9103.See file dsdata.txt to determine how the superseded data were derived.
 JT9103
 JT9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595334(NAD 83)
 JT9103_MARKER: DD = SURVEY DISK
 JT9103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9103_SP_SET: CONCRETE POST
 JT9103_MARK LOGO: CA2330
 JT9103_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9103+STABILITY: SURFACE MOTION
 JT9103
 JT9103  HISTORY     - Date     Condition        Report By
 JT9103  HISTORY     - 1971     MONUMENTED       CA2330
 JT9103
 JT9103                          STATION DESCRIPTION
 JT9103
 JT9103'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9103'ALONG CUTTINGS WHARF ROAD AT DRIVEWAY TO NO. 1199, EAST OF EP, A WELL
 JT9103'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0402 ***********************************************************************
 MW0402  DESIGNATION -  45 C
 MW0402  PID         -  MW0402
 MW0402  STATE/COUNTY-  CA/SISKIYOU
 MW0402  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0402
 MW0402                         *CURRENT SURVEY CONTROL
 MW0402  ___________________________________________________________________
 MW0402* NAD 83(1986)-  41 26 59.     (N)    121 52 44.     (W)     SCALED    
 MW0402* NAVD 88     -      1496.958  (meters)    4911.27   (feet)  ADJUSTED  
 MW0402  ___________________________________________________________________
 MW0402  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 MW0402  DYNAMIC HT  -        1495.868 (meters)    4907.69  (feet)  COMP
 MW0402  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 MW0402
 MW0402  VERT ORDER  -  SECOND    CLASS 0
 MW0402
 MW0402.The horizontal coordinates were scaled from a topographic map and have
 MW0402.an estimated accuracy of +/- 6 seconds.
 MW0402
 MW0402.The orthometric height was determined by differential leveling
 MW0402.and adjusted in June 1991.
 MW0402
 MW0402.The geoid height was determined by GEOID03.
 MW0402
 MW0402.The dynamic height is computed by dividing the NAVD 88
 MW0402.geopotential number by the normal gravity value computed on the
 MW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0402.degrees latitude (g = 980.6199 gals.).
 MW0402
 MW0402.The modeled gravity was interpolated from observed gravity values.
 MW0402
 MW0402;                    North         East    Units  Estimated Accuracy
 MW0402;SPC CA 1     -   735,010.    2,010,120.      MT  (+/- 180 meters Scaled)
 MW0402
 MW0402                          SUPERSEDED SURVEY CONTROL
 MW0402
 MW0402  NGVD 29 (??/??/??) 1495.753  (m)         4907.32   (f) ADJUSTED    2 0
 MW0402
 MW0402.Superseded values are not recommended for survey control.
 MW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0402.See file dsdata.txt to determine how the superseded data were derived.
 MW0402
 MW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL936892(NAD 83)
 MW0402_MARKER: DD = SURVEY DISK
 MW0402_SETTING: 80 = SET IN A BOULDER
 MW0402_STAMPING: 45 C 1931
 MW0402_MARK LOGO: USGS  
 MW0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0402+STABILITY: SURFACE MOTION
 MW0402
 MW0402  HISTORY     - Date     Condition        Report By
 MW0402  HISTORY     - 1931     MONUMENTED       CGS
 MW0402  HISTORY     - 1954     GOOD             CGS
 MW0402  HISTORY     - 19860521 MARK NOT FOUND   USPSQD
 MW0402
 MW0402                          STATION DESCRIPTION
 MW0402
 MW0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0402'11.4 MI S FROM TENNANT.
 MW0402'0.6 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 MW0402'TENNANT, THENCE 10.8 MILES SOUTH ALONG A GRADED ROAD, 0.5 MILE
 MW0402'NORTH OF THE T JUNCTION OF A TRACK ROAD LEADING NORTHWEST TO
 MW0402'RAINBOW MOUNTAIN, IN THE TOP OF THE APPROXIMATE CENTER OF A 4- BY
 MW0402'6-FOOT BASALT BOULDER PROJECTING 2 FEET ABOVE THE GROUND, 73.7
 MW0402'FEET WEST OF R.M. 45 C (U.S.G.S.), 45 FEET NORTHWEST OF THE CENTER
 MW0402'LINE OF THE ROAD, 27 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 MW0402'9- BY 12-FOOT BASALT BOULDER PROJECTING 5 FEET ABOVE THE GROUND,
 MW0402'AND ABOUT 4 FEET HIGH THAN THE ROAD.
 MW0402
 MW0402                          STATION RECOVERY (1986)
 MW0402
 MW0402'RECOVERY NOTE BY US POWER SQUADRON 1986 (BAR)
 MW0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9104 ***********************************************************************
 JT9104  DESIGNATION -  45 C
 JT9104  PID         -  JT9104
 JT9104  STATE/COUNTY-  CA/NAPA
 JT9104  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9104
 JT9104                         *CURRENT SURVEY CONTROL
 JT9104  ___________________________________________________________________
 JT9104* NAD 83(1986)-  38 14 36.     (N)    122 18 58.     (W)     SCALED    
 JT9104* NAVD 88     -        16.30   (+/-2cm)      53.5    (feet)  VERTCON   
 JT9104  ___________________________________________________________________
 JT9104  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JT9104  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9104
 JT9104.The horizontal coordinates were scaled from a topographic map and have
 JT9104.an estimated accuracy of +/- 6 seconds.
 JT9104
 JT9104.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9104.The vertical order pertains to the NGVD 29 superseded value.
 JT9104
 JT9104.The geoid height was determined by GEOID03.
 JT9104
 JT9104;                    North         East    Units  Estimated Accuracy
 JT9104;SPC CA 2     -   564,060.    1,972,330.      MT  (+/- 180 meters Scaled)
 JT9104
 JT9104                          SUPERSEDED SURVEY CONTROL
 JT9104
 JT9104  NGVD 29 (??/??/92)   15.557  (m)           51.04   (f) ADJ UNCH    2 2
 JT9104
 JT9104.Superseded values are not recommended for survey control.
 JT9104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9104.See file dsdata.txt to determine how the superseded data were derived.
 JT9104
 JT9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH598330(NAD 83)
 JT9104_MARKER: DD = SURVEY DISK
 JT9104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9104_SP_SET: CONCRETE POST
 JT9104_MARK LOGO: CA2330
 JT9104_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9104+STABILITY: SURFACE MOTION
 JT9104
 JT9104  HISTORY     - Date     Condition        Report By
 JT9104  HISTORY     - 1971     MONUMENTED       CA2330
 JT9104
 JT9104                          STATION DESCRIPTION
 JT9104
 JT9104'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9104'AT INTERSECTION OF CUTTINGS WHARF ROAD AND LOS CARNEROS, 11 FT
 JT9104'(3.4 M) NORTH EAST OF CENTERLINES, A WELL TYPE CONCRETE MONUMENT WITH
 JT9104'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0403 ***********************************************************************
 MW0403  DESIGNATION -  45 C RM
 MW0403  PID         -  MW0403
 MW0403  STATE/COUNTY-  CA/SISKIYOU
 MW0403  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0403
 MW0403                         *CURRENT SURVEY CONTROL
 MW0403  ___________________________________________________________________
 MW0403* NAD 83(1986)-  41 26 59.     (N)    121 52 44.     (W)     SCALED    
 MW0403* NAVD 88     -      1496.202  (meters)    4908.79   (feet)  ADJUSTED  
 MW0403  ___________________________________________________________________
 MW0403  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 MW0403  DYNAMIC HT  -        1495.113 (meters)    4905.22  (feet)  COMP
 MW0403  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 MW0403
 MW0403  VERT ORDER  -  SECOND    CLASS 0
 MW0403
 MW0403.The horizontal coordinates were scaled from a topographic map and have
 MW0403.an estimated accuracy of +/- 6 seconds.
 MW0403
 MW0403.The orthometric height was determined by differential leveling
 MW0403.and adjusted in June 1991.
 MW0403
 MW0403.The geoid height was determined by GEOID03.
 MW0403
 MW0403.The dynamic height is computed by dividing the NAVD 88
 MW0403.geopotential number by the normal gravity value computed on the
 MW0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0403.degrees latitude (g = 980.6199 gals.).
 MW0403
 MW0403.The modeled gravity was interpolated from observed gravity values.
 MW0403
 MW0403;                    North         East    Units  Estimated Accuracy
 MW0403;SPC CA 1     -   735,010.    2,010,120.      MT  (+/- 180 meters Scaled)
 MW0403
 MW0403                          SUPERSEDED SURVEY CONTROL
 MW0403
 MW0403  NGVD 29 (??/??/??) 1494.997  (m)         4904.84   (f) ADJUSTED    2 0
 MW0403
 MW0403.Superseded values are not recommended for survey control.
 MW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0403.See file dsdata.txt to determine how the superseded data were derived.
 MW0403
 MW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL936892(NAD 83)
 MW0403_MARKER: N = NAIL
 MW0403_SETTING: 0 = UNSPECIFIED SETTING
 MW0403_MARK LOGO: USGS  
 MW0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0403
 MW0403  HISTORY     - Date     Condition        Report By
 MW0403  HISTORY     - UNK      MONUMENTED       USGS
 MW0403  HISTORY     - 1954     GOOD             CGS
 MW0403
 MW0403                          STATION DESCRIPTION
 MW0403
 MW0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0403'11.4 MI S FROM TENNANT.
 MW0403'0.6 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 MW0403'TENNANT, THENCE 10.8 MILES SOUTH ALONG A GRADED ROAD, 0.5 MILE
 MW0403'NORTH OF THE T JUNCTION OF A TRACK ROAD LEADING NORTHWEST TO
 MW0403'RAINBOW MOUNTAIN, IN THE BASE OF A 20-INCH FIR TREE, 73.7 FEET
 MW0403'EAST OF 45 C (U.S.G.S.), 24 1/2 FEET SOUTHEAST OF THE CENTER LINE
 MW0403'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1741 ***********************************************************************
 JT1741  DESIGNATION -  45 D
 JT1741  PID         -  JT1741
 JT1741  STATE/COUNTY-  CA/NAPA
 JT1741  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1741
 JT1741                         *CURRENT SURVEY CONTROL
 JT1741  ___________________________________________________________________
 JT1741* NAD 83(1986)-  38 14 17.     (N)    122 18 34.     (W)     SCALED    
 JT1741* NAVD 88     -         8.27   (+/-2cm)      27.1    (feet)  VERTCON   
 JT1741  ___________________________________________________________________
 JT1741  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JT1741  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1741
 JT1741.The horizontal coordinates were scaled from a topographic map and have
 JT1741.an estimated accuracy of +/- 6 seconds.
 JT1741
 JT1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1741.The vertical order pertains to the NGVD 29 superseded value.
 JT1741
 JT1741.The geoid height was determined by GEOID03.
 JT1741
 JT1741;                    North         East    Units  Estimated Accuracy
 JT1741;SPC CA 2     -   563,480.    1,972,910.      MT  (+/- 180 meters Scaled)
 JT1741
 JT1741                          SUPERSEDED SURVEY CONTROL
 JT1741
 JT1741  NGVD 29 (??/??/92)    7.530  (m)           24.70   (f) ADJ UNCH    1 1
 JT1741
 JT1741.Superseded values are not recommended for survey control.
 JT1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1741.See file dsdata.txt to determine how the superseded data were derived.
 JT1741
 JT1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604324(NAD 83)
 JT1741_MARKER: DD = SURVEY DISK
 JT1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1741_SP_SET: CONCRETE POST
 JT1741_MARK LOGO: CA2330
 JT1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1741+STABILITY: SURFACE MOTION
 JT1741
 JT1741  HISTORY     - Date     Condition        Report By
 JT1741  HISTORY     - 1971     MONUMENTED       CA2330
 JT1741
 JT1741                          STATION DESCRIPTION
 JT1741
 JT1741'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1741'ALONG CUTTINGS WHARF ROAD AT DRIVEWAY TO NO.2160, SOUTH OF EP OLD
 JT1741'ROAD, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5371 ***********************************************************************
 DX5371  DESIGNATION -  45 OJA
 DX5371  PID         -  DX5371
 DX5371  STATE/COUNTY-  CA/RIVERSIDE
 DX5371  USGS QUAD   -  WINCHESTER (1979)
 DX5371
 DX5371                         *CURRENT SURVEY CONTROL
 DX5371  ___________________________________________________________________
 DX5371* NAD 83(1986)-  33 43 08.     (N)    117 02 46.     (W)     SCALED    
 DX5371* NAVD 88     -       457.543  (meters)    1501.12   (feet)  ADJUSTED  
 DX5371  ___________________________________________________________________
 DX5371  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DX5371  DYNAMIC HT  -         457.020 (meters)    1499.41  (feet)  COMP
 DX5371  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 DX5371
 DX5371  VERT ORDER  -  FIRST     CLASS II
 DX5371
 DX5371.The horizontal coordinates were scaled from a topographic map and have
 DX5371.an estimated accuracy of +/- 6 seconds.
 DX5371
 DX5371.The orthometric height was determined by differential leveling
 DX5371.and adjusted in January 1993.
 DX5371
 DX5371.The geoid height was determined by GEOID03.
 DX5371
 DX5371.The dynamic height is computed by dividing the NAVD 88
 DX5371.geopotential number by the normal gravity value computed on the
 DX5371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5371.degrees latitude (g = 980.6199 gals.).
 DX5371
 DX5371.The modeled gravity was interpolated from observed gravity values.
 DX5371
 DX5371;                    North         East    Units  Estimated Accuracy
 DX5371;SPC CA 6     -   672,430.    1,926,210.      MT  (+/- 180 meters Scaled)
 DX5371
 DX5371                          SUPERSEDED SURVEY CONTROL
 DX5371
 DX5371.No superseded survey control is available for this station.
 DX5371
 DX5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT957309(NAD 83)
 DX5371_MARKER: DD = SURVEY DISK
 DX5371_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5371_SP_SET: BRIDGE WINGWALL
 DX5371_STAMPING: 45 OJA 1967
 DX5371_MARK LOGO: MWDSC 
 DX5371_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5371+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5371
 DX5371  HISTORY     - Date     Condition        Report By
 DX5371  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5371  HISTORY     - 19920510 GOOD             MWDSC
 DX5371  HISTORY     - 19921109 GOOD             MWDSC
 DX5371
 DX5371                          STATION DESCRIPTION
 DX5371
 DX5371'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5371'2.6 MILES (4.2 KM) NORTHEAST OF WINCHESTER, TO THE A T S F RAILROAD
 DX5371'BRIDGE OVER THE SAN DIEGO CANAL, 198.5 FEET (60.5 M) SOUTH OF THE
 DX5371'TRACKS, 28.5 FEET (8.7 M) NORTHEAST OF THE SOUTHWEST END OF THE
 DX5371'SOUTHWEST WINGWALL OF BRIDGE. A STANDARD 3-1/2 INCH MWD BRASS CAP
 DX5371'MONUMENT SET FLUSH IN CONCRETE.
 DX5371
 DX5371                          STATION RECOVERY (1992)
 DX5371
 DX5371'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0528 ***********************************************************************
 FT0528  DESIGNATION -  45 RM
 FT0528  PID         -  FT0528
 FT0528  STATE/COUNTY-  CA/KERN
 FT0528  USGS QUAD   -  PEARSONVILLE (1982)
 FT0528
 FT0528                         *CURRENT SURVEY CONTROL
 FT0528  ___________________________________________________________________
 FT0528* NAD 83(1986)-  35 47 11.     (N)    117 47 39.     (W)     SCALED    
 FT0528* NAVD 88     -       695.866  (meters)    2283.02   (feet)  ADJUSTED  
 FT0528  ___________________________________________________________________
 FT0528  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FT0528  DYNAMIC HT  -         695.102 (meters)    2280.51  (feet)  COMP
 FT0528  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 FT0528
 FT0528  VERT ORDER  -  FIRST     CLASS II
 FT0528
 FT0528.The horizontal coordinates were scaled from a topographic map and have
 FT0528.an estimated accuracy of +/- 6 seconds.
 FT0528
 FT0528.The orthometric height was determined by differential leveling
 FT0528.and adjusted in June 1991.
 FT0528
 FT0528.The geoid height was determined by GEOID03.
 FT0528
 FT0528.The dynamic height is computed by dividing the NAVD 88
 FT0528.geopotential number by the normal gravity value computed on the
 FT0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0528.degrees latitude (g = 980.6199 gals.).
 FT0528
 FT0528.The modeled gravity was interpolated from observed gravity values.
 FT0528
 FT0528;                    North         East    Units  Estimated Accuracy
 FT0528;SPC CA 5     -   753,660.    2,018,610.      MT  (+/- 180 meters Scaled)
 FT0528
 FT0528                          SUPERSEDED SURVEY CONTROL
 FT0528
 FT0528  NGVD 29 (??/??/??)  695.13   (m)         2280.6    (f) RESET       3  
 FT0528
 FT0528.Superseded values are not recommended for survey control.
 FT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0528.See file dsdata.txt to determine how the superseded data were derived.
 FT0528
 FT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV282605(NAD 83)
 FT0528_MARKER: DD = SURVEY DISK
 FT0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0528_STAMPING: 45 RM 1950
 FT0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0528+STABILITY: SURFACE MOTION
 FT0528
 FT0528  HISTORY     - Date     Condition        Report By
 FT0528  HISTORY     - 1950     MONUMENTED       USN
 FT0528  HISTORY     - 1950     GOOD             NGS
 FT0528
 FT0528                          STATION DESCRIPTION
 FT0528
 FT0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0528'10.9 MI NE FROM CHINA LAKE USN .
 FT0528'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, IT IS
 FT0528'ONE OF THE B-1 BASE LINE STATIONS, THE STATION IS A NAVAL
 FT0528'ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE
 FT0528'GROUND, THE DISK IS STAMPED 45 RM (USN ), AND PROJECTS 4 INCHES.
 FT0528'TO REACH FROM THE CONTROL TOWER OF THE B-1 AIR STRIP, GO WEST TO
 FT0528'THE B-1 BASE LINE, TURN RIGHT, NORTH, AND FOLLOW THE BASE LINE
 FT0528'TO THE STATION AS DESCRIBED.  DIRECTIONS TO REACH THE B-1 BASE
 FT0528'LINE CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0528'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0214 ***********************************************************************
 HT0214  DESIGNATION -  45+00
 HT0214  PID         -  HT0214
 HT0214  STATE/COUNTY-  CA/ALAMEDA
 HT0214  USGS QUAD   -  HAYWARD (1993)
 HT0214
 HT0214                         *CURRENT SURVEY CONTROL
 HT0214  ___________________________________________________________________
 HT0214* NAD 83(1986)-  37 40 15.     (N)    122 04 50.     (W)     SCALED    
 HT0214* NAVD 88     -        35.87   (+/-2cm)     117.7    (feet)  VERTCON   
 HT0214  ___________________________________________________________________
 HT0214  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT0214  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0214
 HT0214.The horizontal coordinates were scaled from a topographic map and have
 HT0214.an estimated accuracy of +/- 6 seconds.
 HT0214
 HT0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0214.The vertical order pertains to the NGVD 29 superseded value.
 HT0214
 HT0214.The geoid height was determined by GEOID03.
 HT0214
 HT0214;                    North         East    Units  Estimated Accuracy
 HT0214;SPC CA 3     -   631,120.    1,860,570.      MT  (+/- 180 meters Scaled)
 HT0214
 HT0214                          SUPERSEDED SURVEY CONTROL
 HT0214
 HT0214  NGVD 29 (??/??/92)   35.031  (m)          114.93   (f) ADJ UNCH    1 2
 HT0214
 HT0214.Superseded values are not recommended for survey control.
 HT0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0214.See file dsdata.txt to determine how the superseded data were derived.
 HT0214
 HT0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG810696(NAD 83)
 HT0214_MARKER: DD = SURVEY DISK
 HT0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0214_SP_SET: CONCRETE POST
 HT0214_MARK LOGO: CADH  
 HT0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0214+STABILITY: SURFACE MOTION
 HT0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0214+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1988
 HT0214
 HT0214  HISTORY     - Date     Condition        Report By
 HT0214  HISTORY     - UNK      MONUMENTED       CADH
 HT0214  HISTORY     - 1956     GOOD             NGS
 HT0214  HISTORY     - 1963     GOOD             NGS
 HT0214  HISTORY     - 19881003 GOOD             NGS
 HT0214
 HT0214                          STATION DESCRIPTION
 HT0214
 HT0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0214'AT HAYWARD.
 HT0214'AT HAYWARD, IN T3S R2W, AT THE INTERSECTION OF FOOTHILL BOULEVARD,
 HT0214'MAIN STREET AND D STREET LEADING EAST AND WEST, IN THE CENTER
 HT0214'OF THE CONCRETE CURBED ISLAND FOR THE DIVIDED ROAD OF FOOTHILL
 HT0214'BOULEVARD, 78.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HT0214'ISLAND, 63 FEET NORTHEAST OF A STEEL LIGHT POLE SUPPORTING TRAFFIC
 HT0214'LIGHTS, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF
 HT0214'A CONCRETE POST 0.6 FOOT BELOW THE TOP OF THE ISLAND.  NOTE-- ACCESS
 HT0214'TO MARK HAD THROUGH AN 8-INCH METAL PIPE WITH A METAL COVER.
 HT0214
 HT0214                          STATION RECOVERY (1963)
 HT0214
 HT0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0214'RECOVERED IN GOOD CONDITION.
 HT0214
 HT0214                          STATION RECOVERY (1988)
 HT0214
 HT0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0900 ***********************************************************************
 GT0900  DESIGNATION -  45.06
 GT0900  PID         -  GT0900
 GT0900  STATE/COUNTY-  CA/KINGS
 GT0900  USGS QUAD   -  REMNOY (1954)
 GT0900
 GT0900                         *CURRENT SURVEY CONTROL
 GT0900  ___________________________________________________________________
 GT0900* NAD 83(1986)-  36 19 41.     (N)    119 31 51.     (W)     SCALED    
 GT0900* NAVD 88     -        78.58   (+/-2cm)     257.8    (feet)  VERTCON   
 GT0900  ___________________________________________________________________
 GT0900  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 GT0900  VERT ORDER  -  THIRD (See Below)
 GT0900
 GT0900.The horizontal coordinates were scaled from a topographic map and have
 GT0900.an estimated accuracy of +/- 6 seconds.
 GT0900
 GT0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0900.The vertical order pertains to the NGVD 29 superseded value.
 GT0900
 GT0900.The geoid height was determined by GEOID03.
 GT0900
 GT0900;                    North         East    Units  Estimated Accuracy
 GT0900;SPC CA 4     -   610,510.    1,952,340.      MT  (+/- 180 meters Scaled)
 GT0900
 GT0900                          SUPERSEDED SURVEY CONTROL
 GT0900
 GT0900  NGVD 29 (??/??/??)   77.74   (m)          255.1    (f) RESET       3  
 GT0900
 GT0900.Superseded values are not recommended for survey control.
 GT0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0900.See file dsdata.txt to determine how the superseded data were derived.
 GT0900
 GT0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA728233(NAD 83)
 GT0900_MARKER: DD = SURVEY DISK
 GT0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0900_SP_SET: CURB
 GT0900_STAMPING: 45-06 1934
 GT0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0900
 GT0900  HISTORY     - Date     Condition        Report By
 GT0900  HISTORY     - 1934     MONUMENTED       CADH
 GT0900  HISTORY     - 1958     GOOD             NGS
 GT0900  HISTORY     - 1970     GOOD             NGS
 GT0900
 GT0900                          STATION DESCRIPTION
 GT0900
 GT0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GT0900'6.4 MI E FROM HANFORD.
 GT0900'6.4 MILES EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE
 GT0900'AT HANFORD, IN R22E T18S, 0.1 MILE WEST OF THE NORTHEAST CORNER
 GT0900'OF SECTION 36, AT BRIDGE 45-06 OVER CROSS CREEK, IN TOP OF THE
 GT0900'EAST END OF THE SOUTH CONCRETE CURB, 17 1/2 FEET SOUTH OF THE
 GT0900'CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST OF THE EAST END OF THE
 GT0900'CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 GT0900
 GT0900                          STATION RECOVERY (1970)
 GT0900
 GT0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GT0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9080 ***********************************************************************
 DW9080  DESIGNATION -  45.87 L
 DW9080  PID         -  DW9080
 DW9080  STATE/COUNTY-  CA/IMPERIAL
 DW9080  USGS QUAD   -  WISTER (1992)
 DW9080
 DW9080                         *CURRENT SURVEY CONTROL
 DW9080  ___________________________________________________________________
 DW9080* NAD 83(2007)-  33 17 30.76973(N)    115 35 03.94908(W)     ADJUSTED  
 DW9080* NAVD 88     -       -59.2    (meters)    -194.     (feet)  VERTCON   
 DW9080  ___________________________________________________________________
 DW9080  EPOCH DATE  -        2007.00
 DW9080  X           -  -2,304,602.807 (meters)                     COMP
 DW9080  Y           -  -4,813,433.409 (meters)                     COMP
 DW9080  Z           -   3,481,011.618 (meters)                     COMP
 DW9080  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DW9080  ELLIP HEIGHT-         -93.113 (meters)          (02/10/07) ADJUSTED
 DW9080  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DW9080
 DW9080  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DW9080  Type    PID    Designation                      North   East  Ellip
 DW9080  -------------------------------------------------------------------
 DW9080  NETWORK DW9080 45.87 L                           1.27   1.86   4.31
 DW9080  -------------------------------------------------------------------
 DW9080
 DW9080.The horizontal coordinates were established by GPS observations
 DW9080.and adjusted by the National Geodetic Survey in February 2007.
 DW9080
 DW9080.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DW9080.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DW9080.The horizontal coordinates are valid at the epoch date displayed above.
 DW9080.The epoch date for horizontal control is a decimal equivalence
 DW9080.of Year/Month/Day.
 DW9080
 DW9080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW9080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW9080
 DW9080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DW9080
 DW9080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DW9080
 DW9080.The ellipsoidal height was determined by GPS observations
 DW9080.and is referenced to NAD 83.
 DW9080
 DW9080.The geoid height was determined by GEOID03.
 DW9080
 DW9080;                    North         East     Units Scale Factor Converg.
 DW9080;SPC CA 6     -   624,986.852 2,061,990.772   MT  0.99995441   +0 21 56.7
 DW9080;SPC CA 6     - 2,050,477.70  6,765,048.06   sFT  0.99995441   +0 21 56.7
 DW9080;UTM  11      - 3,684,539.441   631,804.870   MT  0.99981419   +0 46 37.6
 DW9080
 DW9080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DW9080!SPC CA 6     -   1.00001462  x   0.99995441  =   0.99996903
 DW9080!UTM  11      -   1.00001462  x   0.99981419  =   0.99982881
 DW9080
 DW9080                          SUPERSEDED SURVEY CONTROL
 DW9080
 DW9080  NAD 83(1992)-  33 17 30.76798(N)    115 35 03.94666(W) AD(1991.35) 1
 DW9080  ELLIP H (06/24/96)  -92.980  (m)                       GP(1991.35) 4 1
 DW9080  NAD 83(1992)-  33 17 30.76835(N)    115 35 03.94680(W) AD(1984.00) 1
 DW9080  ELLIP H (08/23/93)  -92.973  (m)                       GP(1984.00) 4 2
 DW9080  NAD 83(1986)-  33 17 30.77710(N)    115 35 03.95347(W) AD(1984.00) 1
 DW9080  NGVD 29 (09/01/92)  -59.9    (m)         -197.     (f) GPS OBS     3  
 DW9080
 DW9080.Superseded values are not recommended for survey control.
 DW9080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW9080.See file dsdata.txt to determine how the superseded data were derived.
 DW9080
 DW9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS3180584539(NAD 83)
 DW9080_MARKER: DD = SURVEY DISK
 DW9080_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DW9080_SP_SET: SET IN HEADWALL OF BOX CULVERT
 DW9080_STAMPING: BM 45.87 L 1985
 DW9080_MARK LOGO: CADT  
 DW9080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DW9080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9080+STABILITY: SURFACE MOTION
 DW9080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW9080+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DW9080
 DW9080  HISTORY     - Date     Condition        Report By
 DW9080  HISTORY     - 1989     MONUMENTED       CADT
 DW9080
 DW9080                          STATION DESCRIPTION
 DW9080
 DW9080'DESCRIBED BY CALTRANS 1989
 DW9080'THE STATION IS LOCATED 5.4 MILES NORTHWEST OF THE TOWN OF NILAND ON
 DW9080'THE WEST SIDE OF STATE HIGHWAY 111 IN THE BRIDGE OVER SKEE WASH. TO
 DW9080'REACH THE STATION FROM THE INTERSECTION OF MAIN ST. AND STATE HIGHWAY
 DW9080'111 IN NILAND GO NORTH, THEN NORTHWEST ON STATE HIGHWAY 111 5.4 MILES
 DW9080'TO THE INTERSECTION OF SKEE WASH AND THE STATION ON THE LEFT. THE
 DW9080'STATION MARK IS A 2 1/4 INCH BRASS DISK STAMPED - BM 45.87 L 1985 -
 DW9080'SET IN THE TOP OF THE NORTHWEST END OF THE WEST HEADWALL OF A 3 FT. X
 DW9080'7 FT. BOX CULVERT UNDER HIGHWAY 111, 26.5 FT. SOUTHWEST OF THE
 DW9080'CENTERLINE OF HIGHWAY 111.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5470 ***********************************************************************
 DX5470  DESIGNATION -  450
 DX5470  PID         -  DX5470
 DX5470  STATE/COUNTY-  CA/RIVERSIDE
 DX5470  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5470
 DX5470                         *CURRENT SURVEY CONTROL
 DX5470  ___________________________________________________________________
 DX5470* NAD 83(1986)-  33 51 26.     (N)    117 26 10.     (W)     SCALED    
 DX5470* NAVD 88     -       419.321  (meters)    1375.72   (feet)  ADJUSTED  
 DX5470  ___________________________________________________________________
 DX5470  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DX5470  DYNAMIC HT  -         418.853 (meters)    1374.19  (feet)  COMP
 DX5470  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 DX5470
 DX5470  VERT ORDER  -  FIRST     CLASS II
 DX5470
 DX5470.The horizontal coordinates were scaled from a topographic map and have
 DX5470.an estimated accuracy of +/- 6 seconds.
 DX5470
 DX5470.The orthometric height was determined by differential leveling
 DX5470.and adjusted in January 1993.
 DX5470
 DX5470.The geoid height was determined by GEOID03.
 DX5470
 DX5470.The dynamic height is computed by dividing the NAVD 88
 DX5470.geopotential number by the normal gravity value computed on the
 DX5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5470.degrees latitude (g = 980.6199 gals.).
 DX5470
 DX5470.The modeled gravity was interpolated from observed gravity values.
 DX5470
 DX5470;                    North         East    Units  Estimated Accuracy
 DX5470;SPC CA 6     -   688,120.    1,890,240.      MT  (+/- 180 meters Scaled)
 DX5470
 DX5470                          SUPERSEDED SURVEY CONTROL
 DX5470
 DX5470.No superseded survey control is available for this station.
 DX5470
 DX5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT596464(NAD 83)
 DX5470_MARKER: DB = BENCH MARK DISK
 DX5470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5470_SP_SET: CONCRETE POST
 DX5470_STAMPING: BM 450 6-26-92
 DX5470_MARK LOGO: MWDSC 
 DX5470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5470+STABILITY: SURFACE MOTION
 DX5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5470+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DX5470
 DX5470  HISTORY     - Date     Condition        Report By
 DX5470  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5470  HISTORY     - 2004     GOOD             MWDSC
 DX5470
 DX5470                          STATION DESCRIPTION
 DX5470
 DX5470'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5470'AT LAKE MATHEWS, 0.5 MILE (0.8 KM) NORTHWEST OF AIRPLANE HANGAR, AT
 DX5470'TOP OF HILL ,ALONG DIKE, WHERE MWD PATROL ROAD FORKS, 25 FEET
 DX5470'(7.6 M) SOUTH OF THE CENTERLINE OF MWD PATROL ROAD AND EAST OF FORK
 DX5470'IN MWD PATROL ROADS, A 3 INCH STANDARD BRASS MWD DISK IN TOP OF 4
 DX5470'INCH BY 4 INCH CONCRETE POST WITH 12 INCH BY 12 INCH CONCRETE COLLAR,
 DX5470'4 INCHES ABOVE THE SURFACE, SURROUNDED BY 3 METAL DRIVE POSTS.
 DX5470
 DX5470                          STATION RECOVERY (2004)
 DX5470
 DX5470'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 2004
 DX5470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0240 ***********************************************************************
 FU0240  DESIGNATION -  450+00 CAHD
 FU0240  PID         -  FU0240
 FU0240  STATE/COUNTY-  CA/KERN
 FU0240  USGS QUAD   -  METTLER (1992)
 FU0240
 FU0240                         *CURRENT SURVEY CONTROL
 FU0240  ___________________________________________________________________
 FU0240* NAD 83(1986)-  35 02 55.     (N)    118 57 52.     (W)     SCALED    
 FU0240* NAVD 88     -       188.77   (+/-2cm)     619.3    (feet)  VERTCON   
 FU0240  ___________________________________________________________________
 FU0240  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 FU0240  VERT ORDER  -  THIRD (See Below)
 FU0240
 FU0240.The horizontal coordinates were scaled from a topographic map and have
 FU0240.an estimated accuracy of +/- 6 seconds.
 FU0240
 FU0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0240.The vertical order pertains to the NGVD 29 superseded value.
 FU0240
 FU0240.The geoid height was determined by GEOID03.
 FU0240
 FU0240;                    North         East    Units  Estimated Accuracy
 FU0240;SPC CA 5     -   672,200.    1,912,020.      MT  (+/- 180 meters Scaled)
 FU0240
 FU0240                          SUPERSEDED SURVEY CONTROL
 FU0240
 FU0240  NGVD 29 (??/??/??)  187.99   (m)          616.8    (f) RESET       3  
 FU0240
 FU0240.Superseded values are not recommended for survey control.
 FU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0240.See file dsdata.txt to determine how the superseded data were derived.
 FU0240
 FU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU208801(NAD 83)
 FU0240_MARKER: DD = SURVEY DISK
 FU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0240+STABILITY: SURFACE MOTION
 FU0240
 FU0240  HISTORY     - Date     Condition        Report By
 FU0240  HISTORY     - UNK      MONUMENTED       CADH
 FU0240  HISTORY     - 1961     GOOD             NGS
 FU0240  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0240
 FU0240                          STATION DESCRIPTION
 FU0240
 FU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0240'0.6 MI S FROM METTLER.
 FU0240'0.65 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0240'HIGHWAY 166 AND 33 AT METTLER, 91 FEET NORTH OF THE CENTER LINE OF
 FU0240'AN ASPHALT ROAD CONNECTING THE EAST AND WEST LANES OF THE HIGHWAY,
 FU0240'35 1/2 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 35 FEET
 FU0240'WEST OF THE CENTER LINE OF THE EAST LANES, 54.0 FEET NORTH OF THE
 FU0240'EAST END OF THE NORTH CONCRETE HEAD WALL OF 12-INCH CORRUGATED
 FU0240'METAL PIPE CULVERT 449+75, 1.0 FEET SOUTH OF STEEL MARKER POST
 FU0240'K4B2 K4B1, 1.8 FEET NORTH OF STEEL MARKER POST 450+00, ABOUT LEVEL
 FU0240'WITH THE EAST LANES, AND SET IN THE TOP OF A CONCRETE POST
 FU0240'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FU0240
 FU0240                          STATION RECOVERY (1970)
 FU0240
 FU0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1041 ***********************************************************************
 HS1041  DESIGNATION -  450+50
 HS1041  PID         -  HS1041
 HS1041  STATE/COUNTY-  CA/TUOLUMNE
 HS1041  USGS QUAD   -  SONORA (1987)
 HS1041
 HS1041                         *CURRENT SURVEY CONTROL
 HS1041  ___________________________________________________________________
 HS1041* NAD 83(1986)-  37 59 40.     (N)    120 23 03.     (W)     SCALED    
 HS1041* NAVD 88     -       586.890  (meters)    1925.49   (feet)  ADJUSTED  
 HS1041  ___________________________________________________________________
 HS1041  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 HS1041  DYNAMIC HT  -         586.417 (meters)    1923.94  (feet)  COMP
 HS1041  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 HS1041
 HS1041  VERT ORDER  -  FIRST     CLASS II
 HS1041
 HS1041.The horizontal coordinates were scaled from a topographic map and have
 HS1041.an estimated accuracy of +/- 6 seconds.
 HS1041
 HS1041.The orthometric height was determined by differential leveling
 HS1041.and adjusted in July 2002.
 HS1041
 HS1041.The geoid height was determined by GEOID03.
 HS1041
 HS1041.The dynamic height is computed by dividing the NAVD 88
 HS1041.geopotential number by the normal gravity value computed on the
 HS1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1041.degrees latitude (g = 980.6199 gals.).
 HS1041
 HS1041.The modeled gravity was interpolated from observed gravity values.
 HS1041
 HS1041;                    North         East    Units  Estimated Accuracy
 HS1041;SPC CA 3     -   665,860.    2,010,170.      MT  (+/- 180 meters Scaled)
 HS1041
 HS1041                          SUPERSEDED SURVEY CONTROL
 HS1041
 HS1041  NGVD 29 (??/??/92)  586.124  (m)         1922.98   (f) ADJ UNCH    1 2
 HS1041
 HS1041.Superseded values are not recommended for survey control.
 HS1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1041.See file dsdata.txt to determine how the superseded data were derived.
 HS1041
 HS1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH297084(NAD 83)
 HS1041_MARKER: DD = SURVEY DISK
 HS1041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS1041_SP_SET: CULVERT HEADWALL
 HS1041_MARK LOGO: CADT  
 HS1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1041+STABILITY: SURFACE MOTION
 HS1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS1041+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 HS1041
 HS1041  HISTORY     - Date     Condition        Report By
 HS1041  HISTORY     - UNK      MONUMENTED       CADH
 HS1041  HISTORY     - 1957     GOOD             NGS
 HS1041  HISTORY     - 19980402 GOOD             NGS
 HS1041  HISTORY     - 20061114 GOOD             GEOCAC
 HS1041
 HS1041                          STATION DESCRIPTION
 HS1041
 HS1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS1041'0.7 MI N FROM SONORA.
 HS1041'0.7 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE COURTHOUSE AT
 HS1041'SONORA, IN R 14 E, T 2 N, IN THE SOUTHEAST QUARTER OF SECTION
 HS1041'25, AT A CUT, NEAR THE TOP OF A GRADE, AT 12-INCH CORRUGATED
 HS1041'METAL PIPE CULVERT A 450+50, IN THE TOP OF THE SOUTH END OF THE
 HS1041'WEST CONCRETE HEAD WALL, 15 FEET WEST OF THE CENTER LINE OF THE
 HS1041'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 HS1041
 HS1041                          STATION RECOVERY (1998)
 HS1041
 HS1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 HS1041'1.2 KM (0.75 MI) NORTHERLY ALONG STATE HIGHWAY 49 FROM THE COURTHOUSE
 HS1041'IN SONORA, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF THE
 HS1041'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.5 M (14.8 FT)
 HS1041'WEST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 HS1041'THE HIGHWAY.
 HS1041
 HS1041                          STATION RECOVERY (2006)
 HS1041
 HS1041'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HS1041'RECOVERED IN GOOD CONDITION AT N 37  59.729 W 120  23.002 BY HANSOHN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2164 ***********************************************************************
 HS2164  DESIGNATION -  450.528 HHWS
 HS2164  PID         -  HS2164
 HS2164  STATE/COUNTY-  CA/STANISLAUS
 HS2164  USGS QUAD   -  KNIGHTS FERRY (1987)
 HS2164
 HS2164                         *CURRENT SURVEY CONTROL
 HS2164  ___________________________________________________________________
 HS2164* NAD 83(1986)-  37 47 40.     (N)    120 37 38.     (W)     SCALED    
 HS2164* NAVD 88     -       138.72   (+/-2cm)     455.1    (feet)  VERTCON   
 HS2164  ___________________________________________________________________
 HS2164  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HS2164  VERT ORDER  -  THIRD (See Below)
 HS2164
 HS2164.The horizontal coordinates were scaled from a topographic map and have
 HS2164.an estimated accuracy of +/- 6 seconds.
 HS2164
 HS2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2164.The vertical order pertains to the NGVD 29 superseded value.
 HS2164
 HS2164.The geoid height was determined by GEOID03.
 HS2164
 HS2164;                    North         East    Units  Estimated Accuracy
 HS2164;SPC CA 3     -   643,670.    1,988,800.      MT  (+/- 180 meters Scaled)
 HS2164
 HS2164                          SUPERSEDED SURVEY CONTROL
 HS2164
 HS2164  NGVD 29 (??/??/??)  137.98   (m)          452.7    (f) RESET       3  
 HS2164
 HS2164.Superseded values are not recommended for survey control.
 HS2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2164.See file dsdata.txt to determine how the superseded data were derived.
 HS2164
 HS2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG089856(NAD 83)
 HS2164_MARKER: DD = SURVEY DISK
 HS2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2164_STAMPING: 450.528
 HS2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2164+STABILITY: SURFACE MOTION
 HS2164
 HS2164  HISTORY     - Date     Condition        Report By
 HS2164  HISTORY     - UNK      MONUMENTED       HHWS
 HS2164  HISTORY     - 1958     GOOD             NGS
 HS2164
 HS2164                          STATION DESCRIPTION
 HS2164
 HS2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2164'3.4 MI SE FROM KNIGHTS FERRY.
 HS2164'1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 HS2164'KNIGHTS FERRY, THENCE 2.35 MILES SOUTHEAST ALONG KNIGHTS FERRY-LA
 HS2164'GRANGE ROAD, ABOUT 51 YARDS NORTH OF A HETCH HETCHY WATER SERVICE
 HS2164'METER STATION BUILDING, 34 FEET SOUTHWEST OF THE CENTER LINE
 HS2164'OF THE ROAD, 3 FEET NORTH OF A LONE 4-FOOT HIGH BOULDER, 1.7 FEET
 HS2164'SOUTHWEST OF A FENCE, 1.2 FEET SOUTHWEST OF A 6-BY 6-INCH CONCRETE
 HS2164'WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 HS2164'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0247 ***********************************************************************
 LT0247  DESIGNATION -  4503.15 BPR
 LT0247  PID         -  LT0247
 LT0247  STATE/COUNTY-  CA/SHASTA
 LT0247  USGS QUAD   -  OLD STATION (1995)
 LT0247
 LT0247                         *CURRENT SURVEY CONTROL
 LT0247  ___________________________________________________________________
 LT0247* NAD 83(1986)-  40 39 36.     (N)    121 27 10.     (W)     SCALED    
 LT0247* NAVD 88     -      1374.48   (+/-2cm)    4509.4    (feet)  VERTCON   
 LT0247  ___________________________________________________________________
 LT0247  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0247  VERT ORDER  -  ? (See Below)
 LT0247
 LT0247.The horizontal coordinates were scaled from a topographic map and have
 LT0247.an estimated accuracy of +/- 6 seconds.
 LT0247
 LT0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0247.The vertical order pertains to the NGVD 29 superseded value.
 LT0247
 LT0247.The geoid height was determined by GEOID03.
 LT0247
 LT0247;                    North         East    Units  Estimated Accuracy
 LT0247;SPC CA 1     -   647,450.    2,046,270.      MT  (+/- 180 meters Scaled)
 LT0247
 LT0247                          SUPERSEDED SURVEY CONTROL
 LT0247
 LT0247  NGVD 29 (??/??/??) 1373.436  (m)         4506.01   (f) ADJUSTED    ?  
 LT0247
 LT0247.Superseded values are not recommended for survey control.
 LT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0247.See file dsdata.txt to determine how the superseded data were derived.
 LT0247
 LT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL307021(NAD 83)
 LT0247_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0247_STAMPING: 4503.15
 LT0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0247
 LT0247  HISTORY     - Date     Condition        Report By
 LT0247  HISTORY     - UNK      MONUMENTED       BPR
 LT0247  HISTORY     - 1935     GOOD             NGS
 LT0247  HISTORY     - 1957     MARK NOT FOUND   NGS
 LT0247
 LT0247                          STATION DESCRIPTION
 LT0247
 LT0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0247'1.6 MI SW FROM OLD STATION.
 LT0247'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0247'AT OLD STATION, SHASTA COUNTY, AT STATION 613+50.00, AND 50 FEET
 LT0247'EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 LT0247'PUBLIC ROADS STANDARD CAP, STAMPED 4503.15 AND RIVETED ON THE TOP
 LT0247'OF AN IRON PIPE.
 LT0247
 LT0247                          STATION RECOVERY (1957)
 LT0247
 LT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LT0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0246 ***********************************************************************
 LT0246  DESIGNATION -  4504.51 BPR
 LT0246  PID         -  LT0246
 LT0246  STATE/COUNTY-  CA/SHASTA
 LT0246  USGS QUAD   -  OLD STATION (1995)
 LT0246
 LT0246                         *CURRENT SURVEY CONTROL
 LT0246  ___________________________________________________________________
 LT0246* NAD 83(1986)-  40 39 36.     (N)    121 27 10.     (W)     SCALED    
 LT0246* NAVD 88     -      1374.89   (+/-2cm)    4510.8    (feet)  VERTCON   
 LT0246  ___________________________________________________________________
 LT0246  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0246  VERT ORDER  -  ? (See Below)
 LT0246
 LT0246.The horizontal coordinates were scaled from a topographic map and have
 LT0246.an estimated accuracy of +/- 6 seconds.
 LT0246
 LT0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0246.The vertical order pertains to the NGVD 29 superseded value.
 LT0246
 LT0246.The geoid height was determined by GEOID03.
 LT0246
 LT0246;                    North         East    Units  Estimated Accuracy
 LT0246;SPC CA 1     -   647,450.    2,046,270.      MT  (+/- 180 meters Scaled)
 LT0246
 LT0246                          SUPERSEDED SURVEY CONTROL
 LT0246
 LT0246  NGVD 29 (??/??/??) 1373.847  (m)         4507.36   (f) ADJUSTED    ?  
 LT0246
 LT0246.Superseded values are not recommended for survey control.
 LT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0246.See file dsdata.txt to determine how the superseded data were derived.
 LT0246
 LT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL307021(NAD 83)
 LT0246_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0246_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0246_STAMPING: 4504.51
 LT0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0246
 LT0246  HISTORY     - Date     Condition        Report By
 LT0246  HISTORY     - UNK      MONUMENTED       BPR
 LT0246  HISTORY     - 1935     GOOD             NGS
 LT0246  HISTORY     - 1957     MARK NOT FOUND   USGS
 LT0246
 LT0246                          STATION DESCRIPTION
 LT0246
 LT0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0246'1.6 MI SW FROM OLD STATION.
 LT0246'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0246'AT OLD STATION, SHASTA COUNTY, AT STATION 613+50.00, AND 50 FEET
 LT0246'WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 LT0246'PUBLIC ROADS STANDARD CAP, STAMPED 4504.51 AND RIVETED ON THE TOP
 LT0246'OF AN IRON PIPE.  TWO USBPR MARKS WERE SUPPOSED TO BE LOCATED ACROSS
 LT0246'THE ROAD FROM EACH OTHER AT THIS POINT BUT NEITHER COULD BE
 LT0246'FOUND.  IT IS POSSIBLE THAT THEY WERE KNOCKED OVER DURING LOGGING
 LT0246'OPERATIONS OF WHICH THERE IS EVIDENCE IN THE AREA.
 LT0246
 LT0246                          STATION RECOVERY (1957)
 LT0246
 LT0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LT0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0649 ***********************************************************************
 HR0649  DESIGNATION -  451
 HR0649  PID         -  HR0649
 HR0649  STATE/COUNTY-  CA/MADERA
 HR0649  USGS QUAD   -  LITTLE TABLE MTN (1981)
 HR0649
 HR0649                         *CURRENT SURVEY CONTROL
 HR0649  ___________________________________________________________________
 HR0649* NAD 83(1986)-  37 00 37.     (N)    119 47 52.     (W)     SCALED    
 HR0649* NAVD 88     -       138.49   (+/-2cm)     454.4    (feet)  VERTCON   
 HR0649  ___________________________________________________________________
 HR0649  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 HR0649  VERT ORDER  -  THIRD (See Below)
 HR0649
 HR0649.The horizontal coordinates were scaled from a topographic map and have
 HR0649.an estimated accuracy of +/- 6 seconds.
 HR0649
 HR0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0649.The vertical order pertains to the NGVD 29 superseded value.
 HR0649
 HR0649.The geoid height was determined by GEOID03.
 HR0649
 HR0649;                    North         East    Units  Estimated Accuracy
 HR0649;SPC CA 3     -   556,870.    2,062,500.      MT  (+/- 180 meters Scaled)
 HR0649
 HR0649                          SUPERSEDED SURVEY CONTROL
 HR0649
 HR0649  NGVD 29 (??/??/??)  137.74   (m)          451.9    (f) RESET       3  
 HR0649
 HR0649.Superseded values are not recommended for survey control.
 HR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0649.See file dsdata.txt to determine how the superseded data were derived.
 HR0649
 HR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA510996(NAD 83)
 HR0649_MARKER: P = PIPE CAP
 HR0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0649_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0649_STAMPING: 451 F
 HR0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0649
 HR0649  HISTORY     - Date     Condition        Report By
 HR0649  HISTORY     - UNK      MONUMENTED       USGS
 HR0649  HISTORY     - 1958     GOOD             NGS
 HR0649  HISTORY     - 1972     MARK NOT FOUND   NGS
 HR0649
 HR0649                          STATION DESCRIPTION
 HR0649
 HR0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HR0649'5.8 MI NW FROM FRIANT.
 HR0649'2.25 MILES NORTHWEST ALONG NORTH FORK ROAD FROM THE JUNCTION
 HR0649'OF MILLTERTON ROAD AT FRIANT, THENCE 3.5 MILES WEST ALONG STATE
 HR0649'HIGHWAY 145, IN R20E T11S S4, 31 FEET SOUTH OF THE CENTER LINE
 HR0649'OF THE HIGHWAY, 131.5 FEET EAST OF THE EAST END OF THE SOUTH
 HR0649'CONCRETE HEAD WALL OF 18-INCH CORRUGATED METAL PIPE CULVERT
 HR0649'C.MI.6.90, 11.5 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A
 HR0649'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, RIVETED ON THE TOP
 HR0649'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 HR0649
 HR0649                          STATION RECOVERY (1972)
 HR0649
 HR0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HR0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5471 ***********************************************************************
 DX5471  DESIGNATION -  451
 DX5471  PID         -  DX5471
 DX5471  STATE/COUNTY-  CA/RIVERSIDE
 DX5471  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5471
 DX5471                         *CURRENT SURVEY CONTROL
 DX5471  ___________________________________________________________________
 DX5471* NAD 83(1986)-  33 51 18.     (N)    117 26 51.     (W)     SCALED    
 DX5471* NAVD 88     -       395.721  (meters)    1298.29   (feet)  ADJUSTED  
 DX5471  ___________________________________________________________________
 DX5471  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DX5471  DYNAMIC HT  -         395.280 (meters)    1296.85  (feet)  COMP
 DX5471  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 DX5471
 DX5471  VERT ORDER  -  FIRST     CLASS II
 DX5471
 DX5471.The horizontal coordinates were scaled from a topographic map and have
 DX5471.an estimated accuracy of +/- 6 seconds.
 DX5471
 DX5471.The orthometric height was determined by differential leveling
 DX5471.and adjusted in January 1993.
 DX5471
 DX5471.The geoid height was determined by GEOID03.
 DX5471
 DX5471.The dynamic height is computed by dividing the NAVD 88
 DX5471.geopotential number by the normal gravity value computed on the
 DX5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5471.degrees latitude (g = 980.6199 gals.).
 DX5471
 DX5471.The modeled gravity was interpolated from observed gravity values.
 DX5471
 DX5471;                    North         East    Units  Estimated Accuracy
 DX5471;SPC CA 6     -   687,880.    1,889,190.      MT  (+/- 180 meters Scaled)
 DX5471
 DX5471                          SUPERSEDED SURVEY CONTROL
 DX5471
 DX5471.No superseded survey control is available for this station.
 DX5471
 DX5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT586461(NAD 83)
 DX5471_MARKER: A = ALUMINUM MARKER
 DX5471_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX5471_SP_SET: SLAB
 DX5471_STAMPING: BM 451
 DX5471_MARK LOGO: MWDSC 
 DX5471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5471+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 DX5471
 DX5471  HISTORY     - Date     Condition        Report By
 DX5471  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5471  HISTORY     - 19950224 GOOD             MWDSC
 DX5471
 DX5471                          STATION DESCRIPTION
 DX5471
 DX5471'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5471'AT LAKE MATHEWS IN THE MAINTENANCE YARD SOUTH OF THE SHIPPING AND
 DX5471'RECEIVING BUILDING AND 36 FEET (11.0 M) SOUTH OF ROAD ON A 6 FOOT
 DX5471'(1.8 M) BY 6 FOOT (1.8 M) CONCRETE SLAB WITH FIRE HYDRANT AT THE
 DX5471'NORTHEAST CORNER  A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET
 DX5471'FLUSH.
 DX5471
 DX5471                          STATION RECOVERY (1995)
 DX5471
 DX5471'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX5471'RECOVERED AS DESCRIBED.REF MWD FB 2513 02 080.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0249 ***********************************************************************
 LT0249  DESIGNATION -  4516.4 USGS
 LT0249  PID         -  LT0249
 LT0249  STATE/COUNTY-  CA/SHASTA
 LT0249  USGS QUAD   -  OLD STATION (1995)
 LT0249
 LT0249                         *CURRENT SURVEY CONTROL
 LT0249  ___________________________________________________________________
 LT0249* NAD 83(1986)-  40 39 16.     (N)    121 27 25.     (W)     SCALED    
 LT0249* NAVD 88     -      1377.62   (+/-2cm)    4519.7    (feet)  VERTCON   
 LT0249  ___________________________________________________________________
 LT0249  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0249  VERT ORDER  -  ? (See Below)
 LT0249
 LT0249.The horizontal coordinates were scaled from a topographic map and have
 LT0249.an estimated accuracy of +/- 6 seconds.
 LT0249
 LT0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0249.The vertical order pertains to the NGVD 29 superseded value.
 LT0249
 LT0249.The geoid height was determined by GEOID03.
 LT0249
 LT0249;                    North         East    Units  Estimated Accuracy
 LT0249;SPC CA 1     -   646,840.    2,045,920.      MT  (+/- 180 meters Scaled)
 LT0249
 LT0249                          SUPERSEDED SURVEY CONTROL
 LT0249
 LT0249  NGVD 29 (??/??/??) 1376.574  (m)         4516.31   (f) ADJUSTED    ?  
 LT0249
 LT0249.Superseded values are not recommended for survey control.
 LT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0249.See file dsdata.txt to determine how the superseded data were derived.
 LT0249
 LT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL304015(NAD 83)
 LT0249_MARKER: Z = SEE DESCRIPTION
 LT0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0249
 LT0249  HISTORY     - Date     Condition        Report By
 LT0249  HISTORY     - UNK      MONUMENTED       USGS
 LT0249  HISTORY     - 1935     GOOD             NGS
 LT0249
 LT0249                          STATION DESCRIPTION
 LT0249
 LT0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0249'2 MI SW FROM OLD STATION.
 LT0249'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0249'AT OLD STATION, SHASTA COUNTY, ON THE EAST SIDE OF THE HIGHWAY,
 LT0249'AND ON THE TOP OF A CONCRETE RIGHT-OF-WAY MARKER.  A PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5472 ***********************************************************************
 DX5472  DESIGNATION -  452
 DX5472  PID         -  DX5472
 DX5472  STATE/COUNTY-  CA/RIVERSIDE
 DX5472  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5472
 DX5472                         *CURRENT SURVEY CONTROL
 DX5472  ___________________________________________________________________
 DX5472* NAD 83(1986)-  33 51 32.     (N)    117 27 09.     (W)     SCALED    
 DX5472* NAVD 88     -       376.810  (meters)    1236.25   (feet)  ADJUSTED  
 DX5472  ___________________________________________________________________
 DX5472  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DX5472  DYNAMIC HT  -         376.392 (meters)    1234.88  (feet)  COMP
 DX5472  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 DX5472
 DX5472  VERT ORDER  -  FIRST     CLASS II
 DX5472
 DX5472.The horizontal coordinates were scaled from a topographic map and have
 DX5472.an estimated accuracy of +/- 6 seconds.
 DX5472
 DX5472.The orthometric height was determined by differential leveling
 DX5472.and adjusted in January 1993.
 DX5472
 DX5472.The geoid height was determined by GEOID03.
 DX5472
 DX5472.The dynamic height is computed by dividing the NAVD 88
 DX5472.geopotential number by the normal gravity value computed on the
 DX5472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5472.degrees latitude (g = 980.6199 gals.).
 DX5472
 DX5472.The modeled gravity was interpolated from observed gravity values.
 DX5472
 DX5472;                    North         East    Units  Estimated Accuracy
 DX5472;SPC CA 6     -   688,320.    1,888,730.      MT  (+/- 180 meters Scaled)
 DX5472
 DX5472                          SUPERSEDED SURVEY CONTROL
 DX5472
 DX5472.No superseded survey control is available for this station.
 DX5472
 DX5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT581466(NAD 83)
 DX5472_MARKER: A = ALUMINUM MARKER
 DX5472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX5472+WITH SETTING: PAVEMENT
 DX5472_SP_SET: STRUCTURE ROOF
 DX5472_STAMPING: BM 452
 DX5472_MARK LOGO: MWDSC 
 DX5472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5472+STABILITY: SURFACE MOTION
 DX5472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5472+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 DX5472
 DX5472  HISTORY     - Date     Condition        Report By
 DX5472  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5472  HISTORY     - 19950224 GOOD             MWDSC
 DX5472
 DX5472                          STATION DESCRIPTION
 DX5472
 DX5472'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5472'AT LAKE MATHEWS NORTH ENTRANCE ROAD, WHICH IS 600 FEET (182.9 M) EAST
 DX5472'OF THE INTERSECTION OF EL SOBRANTE RD AND LA SIERRA AVE.  180 FEET
 DX5472'(54.9 M) NORTH OF EL SOBRANTE RD AND 18 FEET (5.5 M) WEST OF MWDSC
 DX5472'PATROL RD ON A 5 FOOT (1.5 M) BY 14 FOOT (4.3 M) CONCRETE STRUCTURE 2
 DX5472'FEET (0.6 M) ABOVE GROUND  UPPER FEEDER FEEDER STATION 40+04 PAINTED
 DX5472'ON STRUCTURE. A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET FLUSH ON
 DX5472'THE SOUTHSIDE OF STRUCTURE.
 DX5472
 DX5472                          STATION RECOVERY (1995)
 DX5472
 DX5472'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX5472'RECOVERED AS DESCRIBED.REF MWD 2513 02 081.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1376 ***********************************************************************
 LU1376  DESIGNATION -  452.8 USGS
 LU1376  PID         -  LU1376
 LU1376  STATE/COUNTY-  CA/HUMBOLDT
 LU1376  USGS QUAD   -  ALDERPOINT (1969)
 LU1376
 LU1376                         *CURRENT SURVEY CONTROL
 LU1376  ___________________________________________________________________
 LU1376* NAD 83(1986)-  40 10 33.     (N)    123 36 42.     (W)     SCALED    
 LU1376* NAVD 88     -       139.33   (+/-2cm)     457.1    (feet)  VERTCON   
 LU1376  ___________________________________________________________________
 LU1376  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LU1376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1376
 LU1376.The horizontal coordinates were scaled from a topographic map and have
 LU1376.an estimated accuracy of +/- 6 seconds.
 LU1376
 LU1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1376.The vertical order pertains to the NGVD 29 superseded value.
 LU1376
 LU1376.The geoid height was determined by GEOID03.
 LU1376
 LU1376;                    North         East    Units  Estimated Accuracy
 LU1376;SPC CA 1     -   594,810.    1,862,740.      MT  (+/- 180 meters Scaled)
 LU1376
 LU1376                          SUPERSEDED SURVEY CONTROL
 LU1376
 LU1376  NGVD 29 (??/??/92)  138.406  (m)          454.09   (f) ADJ UNCH    2 0
 LU1376
 LU1376.Superseded values are not recommended for survey control.
 LU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1376.See file dsdata.txt to determine how the superseded data were derived.
 LU1376
 LU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK479474(NAD 83)
 LU1376_MARKER: Q = CHISELED SQUARE
 LU1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1376_SP_SET: BUILDING
 LU1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1376
 LU1376  HISTORY     - Date     Condition        Report By
 LU1376  HISTORY     - UNK      MONUMENTED       USGS
 LU1376  HISTORY     - 1942     GOOD             NGS
 LU1376
 LU1376                          STATION DESCRIPTION
 LU1376
 LU1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LU1376'AT ALDERPOINT.
 LU1376'AT ALDERPOINT, HUMBOLDT COUNTY, 350 FEET NORTHWEST OF THE POST
 LU1376'OFFICE, IN THE NORTHWEST CORNER OF A FORK IN THE ROAD LEADING
 LU1376'NORTH TO THE NORTHWESTERN PACIFIC RAILROAD STATION, AT THE
 LU1376'SOUTHEAST CORNER OF THE HORRELL GARAGE IN 1935, AND IN THE CENTER
 LU1376'OF THE NORTH SIDE OF A CONCRETE VALVE BOX.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5462 ***********************************************************************
 DX5462  DESIGNATION -  453
 DX5462  PID         -  DX5462
 DX5462  STATE/COUNTY-  CA/RIVERSIDE
 DX5462  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5462
 DX5462                         *CURRENT SURVEY CONTROL
 DX5462  ___________________________________________________________________
 DX5462* NAD 83(1986)-  33 51 58.     (N)    117 26 22.     (W)     SCALED    
 DX5462* NAVD 88     -       395.125  (meters)    1296.34   (feet)  ADJUSTED  
 DX5462  ___________________________________________________________________
 DX5462  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DX5462  DYNAMIC HT  -         394.687 (meters)    1294.90  (feet)  COMP
 DX5462  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 DX5462
 DX5462  VERT ORDER  -  FIRST     CLASS II
 DX5462
 DX5462.The horizontal coordinates were scaled from a topographic map and have
 DX5462.an estimated accuracy of +/- 6 seconds.
 DX5462
 DX5462.The orthometric height was determined by differential leveling
 DX5462.and adjusted in January 1993.
 DX5462
 DX5462.The geoid height was determined by GEOID03.
 DX5462
 DX5462.The dynamic height is computed by dividing the NAVD 88
 DX5462.geopotential number by the normal gravity value computed on the
 DX5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5462.degrees latitude (g = 980.6199 gals.).
 DX5462
 DX5462.The modeled gravity was interpolated from observed gravity values.
 DX5462
 DX5462;                    North         East    Units  Estimated Accuracy
 DX5462;SPC CA 6     -   689,110.    1,889,940.      MT  (+/- 180 meters Scaled)
 DX5462
 DX5462                          SUPERSEDED SURVEY CONTROL
 DX5462
 DX5462.No superseded survey control is available for this station.
 DX5462
 DX5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT593473(NAD 83)
 DX5462_MARKER: DB = BENCH MARK DISK
 DX5462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5462_SP_SET: CONCRETE POST
 DX5462_STAMPING: BM 453 1992
 DX5462_MARK LOGO: MWDSC 
 DX5462_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5462+STABILITY: SURFACE MOTION
 DX5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5462+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5462
 DX5462  HISTORY     - Date     Condition        Report By
 DX5462  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5462
 DX5462                          STATION DESCRIPTION
 DX5462
 DX5462'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5462'1.5 MILES (2.4 KM) SOUTH OF RIVERSIDE, 0.5 MILE (0.8 KM) NORTH ALONG
 DX5462'MCALLISTER STREET FROM THE INTERSECTION OF MCALLISTER STREET AND EL
 DX5462'SOBRANTE ROAD TO CURVE IN MCALLISTER STREET, 24 FEET (7.3 M) WEST OF
 DX5462'CENTERLINE OF MCALLISTER STREET AND 5 FEET (1.5 M) NORTH OF POWER
 DX5462'POLE NO. 4053781E, A STANDARD ALUMINUM MWD DISK IN TOP OF 8 INCH
 DX5462'DIAMETER CONCRETE POST, 3 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2165 ***********************************************************************
 HS2165  DESIGNATION -  453.657 HHWS
 HS2165  PID         -  HS2165
 HS2165  STATE/COUNTY-  CA/STANISLAUS
 HS2165  USGS QUAD   -  KNIGHTS FERRY (1987)
 HS2165
 HS2165                         *CURRENT SURVEY CONTROL
 HS2165  ___________________________________________________________________
 HS2165* NAD 83(1986)-  37 47 40.     (N)    120 37 38.     (W)     SCALED    
 HS2165* NAVD 88     -       139.68   (+/-2cm)     458.3    (feet)  VERTCON   
 HS2165  ___________________________________________________________________
 HS2165  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HS2165  VERT ORDER  -  THIRD (See Below)
 HS2165
 HS2165.The horizontal coordinates were scaled from a topographic map and have
 HS2165.an estimated accuracy of +/- 6 seconds.
 HS2165
 HS2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2165.The vertical order pertains to the NGVD 29 superseded value.
 HS2165
 HS2165.The geoid height was determined by GEOID03.
 HS2165
 HS2165;                    North         East    Units  Estimated Accuracy
 HS2165;SPC CA 3     -   643,670.    1,988,800.      MT  (+/- 180 meters Scaled)
 HS2165
 HS2165                          SUPERSEDED SURVEY CONTROL
 HS2165
 HS2165  NGVD 29 (??/??/??)  138.94   (m)          455.8    (f) RESET       3  
 HS2165
 HS2165.Superseded values are not recommended for survey control.
 HS2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2165.See file dsdata.txt to determine how the superseded data were derived.
 HS2165
 HS2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG089856(NAD 83)
 HS2165_MARKER: DD = SURVEY DISK
 HS2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2165_STAMPING: 453.657
 HS2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2165+STABILITY: SURFACE MOTION
 HS2165
 HS2165  HISTORY     - Date     Condition        Report By
 HS2165  HISTORY     - UNK      MONUMENTED       HHWS
 HS2165  HISTORY     - 1958     GOOD             NGS
 HS2165
 HS2165                          STATION DESCRIPTION
 HS2165
 HS2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2165'3.4 MI SE FROM KNIGHTS FERRY.
 HS2165'1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 HS2165'KNIGHTS FERRY, THENCE 2.35 MILES SOUTHEAST ALONG KNIGHTS FERRY-LA
 HS2165'GRANGE ROAD, ABOUT 66 YARDS NORTH AND ACROSS THE ROAD FROM A
 HS2165'HETCH HETCHY WATER SERVICE METER STATION BUILDING, 30 FEET
 HS2165'NORTHEAST OF THE CENTER LINE OF THE ROAD, 109 1/2 FEET NORTHWEST
 HS2165'OF THE NORTHWEST END OF A CATTLE GUARD ACROSS A DIRT ROAD LEADING
 HS2165'NORTHEAST, 0.7 FOOT NORTHEAST OF A FENCE, 1.1 FEET SOUTHWEST OF
 HS2165'A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 HS2165'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5463 ***********************************************************************
 DX5463  DESIGNATION -  454
 DX5463  PID         -  DX5463
 DX5463  STATE/COUNTY-  CA/RIVERSIDE
 DX5463  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5463
 DX5463                         *CURRENT SURVEY CONTROL
 DX5463  ___________________________________________________________________
 DX5463* NAD 83(1986)-  33 52 28.     (N)    117 26 12.     (W)     SCALED    
 DX5463* NAVD 88     -       371.619  (meters)    1219.22   (feet)  ADJUSTED  
 DX5463  ___________________________________________________________________
 DX5463  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DX5463  DYNAMIC HT  -         371.208 (meters)    1217.87  (feet)  COMP
 DX5463  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DX5463
 DX5463  VERT ORDER  -  FIRST     CLASS II
 DX5463
 DX5463.The horizontal coordinates were scaled from a topographic map and have
 DX5463.an estimated accuracy of +/- 6 seconds.
 DX5463
 DX5463.The orthometric height was determined by differential leveling
 DX5463.and adjusted in January 1993.
 DX5463
 DX5463.The geoid height was determined by GEOID03.
 DX5463
 DX5463.The dynamic height is computed by dividing the NAVD 88
 DX5463.geopotential number by the normal gravity value computed on the
 DX5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5463.degrees latitude (g = 980.6199 gals.).
 DX5463
 DX5463.The modeled gravity was interpolated from observed gravity values.
 DX5463
 DX5463;                    North         East    Units  Estimated Accuracy
 DX5463;SPC CA 6     -   690,030.    1,890,210.      MT  (+/- 180 meters Scaled)
 DX5463
 DX5463                          SUPERSEDED SURVEY CONTROL
 DX5463
 DX5463.No superseded survey control is available for this station.
 DX5463
 DX5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT596483(NAD 83)
 DX5463_MARKER: DB = BENCH MARK DISK
 DX5463_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5463_SP_SET: IN TOP OF MWDSC B.O. STUCTURE
 DX5463_STAMPING: BM 454 1992
 DX5463_MARK LOGO: MWDSC 
 DX5463_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5463+STABILITY: SURFACE MOTION
 DX5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5463+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5463
 DX5463  HISTORY     - Date     Condition        Report By
 DX5463  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5463
 DX5463                          STATION DESCRIPTION
 DX5463
 DX5463'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5463'1 MILE (1.6 KM) SOUTH OF RIVERSIDE, 1.2 MILES (1.9 KM) NORTH ALONG
 DX5463'MCALLISTER STREET FROM THE INTERSECTION OF MCALLISTER STREET AND EL
 DX5463'SOBRANTE ROAD, AT THE INTERSECTION OF MCALLISTER STREET AND MWDSC
 DX5463'UPPER FEEDER PIPELINE, 88 FEET (26.8 M) WEST OF THE CENTERLINE OF
 DX5463'MCALLISTER STREET AND 15 FEET (4.6 M) NORTH OF CENTERLINE OF MWDSC
 DX5463'UPPER FEEDER PATROL ROAD, A STANDARD ALUMINUM MWD DISK SET FLUSH IN
 DX5463'TOP OF SOUTHWEST CORNER OF BLOW-OFF STRUCTURE, AT STATION 112+95.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0295 ***********************************************************************
 HR0295  DESIGNATION -  4543
 HR0295  PID         -  HR0295
 HR0295  STATE/COUNTY-  CA/MONO
 HR0295  USGS QUAD   -  CHIDAGO CANYON (1994)
 HR0295
 HR0295                         *CURRENT SURVEY CONTROL
 HR0295  ___________________________________________________________________
 HR0295* NAD 83(1986)-  37 37 10.     (N)    118 23 38.     (W)     SCALED    
 HR0295* NAVD 88     -      1382.640  (meters)    4536.21   (feet)  ADJUSTED  
 HR0295  ___________________________________________________________________
 HR0295  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HR0295  DYNAMIC HT  -        1381.058 (meters)    4531.02  (feet)  COMP
 HR0295  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 HR0295
 HR0295  VERT ORDER  -  FIRST     CLASS II
 HR0295
 HR0295.The horizontal coordinates were scaled from a topographic map and have
 HR0295.an estimated accuracy of +/- 6 seconds.
 HR0295
 HR0295.The orthometric height was determined by differential leveling
 HR0295.and adjusted in June 1991.
 HR0295
 HR0295.The geoid height was determined by GEOID03.
 HR0295
 HR0295.The dynamic height is computed by dividing the NAVD 88
 HR0295.geopotential number by the normal gravity value computed on the
 HR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0295.degrees latitude (g = 980.6199 gals.).
 HR0295
 HR0295.The modeled gravity was interpolated from observed gravity values.
 HR0295
 HR0295;                    North         East    Units  Estimated Accuracy
 HR0295;SPC CA 3     -   626,330.    2,185,910.      MT  (+/- 180 meters Scaled)
 HR0295
 HR0295                          SUPERSEDED SURVEY CONTROL
 HR0295
 HR0295  NGVD 29 (??/??/92) 1381.437  (m)         4532.26   (f) ADJ UNCH    1 2
 HR0295
 HR0295.Superseded values are not recommended for survey control.
 HR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0295.See file dsdata.txt to determine how the superseded data were derived.
 HR0295
 HR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB769645(NAD 83)
 HR0295_MARKER: P = PIPE CAP
 HR0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0295_SP_SET: 3-1/2 INCH IRON PIPE
 HR0295_STAMPING: 4543
 HR0295_MARK LOGO: USGS  
 HR0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0295
 HR0295  HISTORY     - Date     Condition        Report By
 HR0295  HISTORY     - UNK      MONUMENTED       USGS
 HR0295  HISTORY     - 1955     GOOD             NGS
 HR0295  HISTORY     - 1986     POOR             NGS
 HR0295
 HR0295                          STATION DESCRIPTION
 HR0295
 HR0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0295'14.6 MI S FROM BENTON STATION.
 HR0295'14.6 MILES SOUTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF
 HR0295'STATE HIGHWAY 120 AT BENTON STATION, ABOUT 1 1/2 TELEPHONE POLES
 HR0295'SOUTH OF 24-INCH CORRUGATED METAL PIPE CULVERT A 598 + 82, 72.3
 HR0295'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 71 FEET NORTHWEST
 HR0295'OF TELEPHONE POLE 140510, 2.2 FEET WEST OF A FENCE, 1.7 FEET
 HR0295'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HR0295'HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 HR0295'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 HR0295
 HR0295                          STATION RECOVERY (1986)
 HR0295
 HR0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0295'RECOVERED IN POOR CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.  NOT
 HR0295'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5464 ***********************************************************************
 DX5464  DESIGNATION -  455
 DX5464  PID         -  DX5464
 DX5464  STATE/COUNTY-  CA/RIVERSIDE
 DX5464  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX5464
 DX5464                         *CURRENT SURVEY CONTROL
 DX5464  ___________________________________________________________________
 DX5464* NAD 83(1986)-  33 52 54.     (N)    117 26 18.     (W)     SCALED    
 DX5464* NAVD 88     -       327.037  (meters)    1072.95   (feet)  ADJUSTED  
 DX5464  ___________________________________________________________________
 DX5464  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DX5464  DYNAMIC HT  -         326.675 (meters)    1071.77  (feet)  COMP
 DX5464  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 DX5464
 DX5464  VERT ORDER  -  FIRST     CLASS II
 DX5464
 DX5464.The horizontal coordinates were scaled from a topographic map and have
 DX5464.an estimated accuracy of +/- 6 seconds.
 DX5464
 DX5464.The orthometric height was determined by differential leveling
 DX5464.and adjusted in January 1993.
 DX5464
 DX5464.The geoid height was determined by GEOID03.
 DX5464
 DX5464.The dynamic height is computed by dividing the NAVD 88
 DX5464.geopotential number by the normal gravity value computed on the
 DX5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5464.degrees latitude (g = 980.6199 gals.).
 DX5464
 DX5464.The modeled gravity was interpolated from observed gravity values.
 DX5464
 DX5464;                    North         East    Units  Estimated Accuracy
 DX5464;SPC CA 6     -   690,830.    1,890,070.      MT  (+/- 180 meters Scaled)
 DX5464
 DX5464                          SUPERSEDED SURVEY CONTROL
 DX5464
 DX5464.No superseded survey control is available for this station.
 DX5464
 DX5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT594491(NAD 83)
 DX5464_MARKER: DB = BENCH MARK DISK
 DX5464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX5464_SP_SET: IN TOP OF CATCH BASIN
 DX5464_STAMPING: BM 455 1992
 DX5464_MARK LOGO: MWDSC 
 DX5464_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5464+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5464
 DX5464  HISTORY     - Date     Condition        Report By
 DX5464  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5464
 DX5464                          STATION DESCRIPTION
 DX5464
 DX5464'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5464'0.5 MILE (0.8 KM) SOUTH OF RIVERSIDE, 1.8 MILES (2.9 KM) NORTH ALONG
 DX5464'MCALLISTER STREET FROM THE INTERSECTION OF MCALLISTER STREET AND EL
 DX5464'SOBRANTE ROAD, ON THE NORTHWEST CORNER OF THE INTERSECTION OF
 DX5464'MCALLISTER STREET AND ORANGE HAVEN LANE, 63 FEET (19.2 M) WEST OF
 DX5464'CENTERLINE OF MCALLISTER STREET AND 24 NORTH OF THE CENTERLINE OF
 DX5464'ORANGE HAVEN LANE, A 3-1/4 INCH STANDARD ALUMINUM MWD DISK, SET
 DX5464'FLUSH, IN TOP OF NORTHEAST CORNER OF 4 FEET (1.2 M) BY 15 FEET
 DX5464'(4.6 M) CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0368 ***********************************************************************
 DC0368  DESIGNATION -  455.3 USGS
 DC0368  PID         -  DC0368
 DC0368  STATE/COUNTY-  CA/SAN DIEGO
 DC0368  USGS QUAD   -  JAMUL MOUNTAINS (1994)
 DC0368
 DC0368                         *CURRENT SURVEY CONTROL
 DC0368  ___________________________________________________________________
 DC0368* NAD 83(1986)-  32 38 29.     (N)    116 58 50.     (W)     SCALED    
 DC0368* NAVD 88     -       139.30   (+/-2cm)     457.0    (feet)  VERTCON   
 DC0368  ___________________________________________________________________
 DC0368  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DC0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0368
 DC0368.The horizontal coordinates were scaled from a topographic map and have
 DC0368.an estimated accuracy of +/- 6 seconds.
 DC0368
 DC0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0368.The vertical order pertains to the NGVD 29 superseded value.
 DC0368
 DC0368.The geoid height was determined by GEOID03.
 DC0368
 DC0368;                    North         East    Units  Estimated Accuracy
 DC0368;SPC CA 6     -   552,890.    1,931,450.      MT  (+/- 180 meters Scaled)
 DC0368
 DC0368                          SUPERSEDED SURVEY CONTROL
 DC0368
 DC0368  NGVD 29 (??/??/??)  138.633  (m)          454.83   (f) ADJUSTED    2 0
 DC0368
 DC0368.Superseded values are not recommended for survey control.
 DC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0368.See file dsdata.txt to determine how the superseded data were derived.
 DC0368
 DC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS018115(NAD 83)
 DC0368_MARKER: Q = CHISELED SQUARE
 DC0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0368_SP_SET: BRIDGE
 DC0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0368
 DC0368  HISTORY     - Date     Condition        Report By
 DC0368  HISTORY     - UNK      MONUMENTED       USGS
 DC0368  HISTORY     - 1955     GOOD             NGS
 DC0368
 DC0368                          STATION DESCRIPTION
 DC0368
 DC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0368'5.4 MI E FROM CHULA VISTA.
 DC0368'5.4 MILES EAST ALONG TELEGRAPH CANYON ROAD FROM THE INTERSECTION
 DC0368'OF J STREET AND HILLTOP DRIVE AT CHULA VISTA, 0.5 MILE EAST OF
 DC0368'THE Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO BONITA, AT
 DC0368'A CONCRETE BRIDGE OVER A DRY WASH, IN THE TOP OF THE CENTER OF
 DC0368'THE SOUTH CONCRETE HEAD WALL, 17 FEET SOUTH OF THE CENTER LINE
 DC0368'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0250 ***********************************************************************
 LT0250  DESIGNATION -  4550.5 USGS
 LT0250  PID         -  LT0250
 LT0250  STATE/COUNTY-  CA/SHASTA
 LT0250  USGS QUAD   -  OLD STATION (1995)
 LT0250
 LT0250                         *CURRENT SURVEY CONTROL
 LT0250  ___________________________________________________________________
 LT0250* NAD 83(1986)-  40 38 56.     (N)    121 27 45.     (W)     SCALED    
 LT0250* NAVD 88     -      1388.02   (+/-2cm)    4553.9    (feet)  VERTCON   
 LT0250  ___________________________________________________________________
 LT0250  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 LT0250  VERT ORDER  -  ? (See Below)
 LT0250
 LT0250.The horizontal coordinates were scaled from a topographic map and have
 LT0250.an estimated accuracy of +/- 6 seconds.
 LT0250
 LT0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0250.The vertical order pertains to the NGVD 29 superseded value.
 LT0250
 LT0250.The geoid height was determined by GEOID03.
 LT0250
 LT0250;                    North         East    Units  Estimated Accuracy
 LT0250;SPC CA 1     -   646,220.    2,045,460.      MT  (+/- 180 meters Scaled)
 LT0250
 LT0250                          SUPERSEDED SURVEY CONTROL
 LT0250
 LT0250  NGVD 29 (??/??/??) 1386.970  (m)         4550.42   (f) ADJUSTED    ?  
 LT0250
 LT0250.Superseded values are not recommended for survey control.
 LT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0250.See file dsdata.txt to determine how the superseded data were derived.
 LT0250
 LT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL299009(NAD 83)
 LT0250_MARKER: Q = CHISELED SQUARE
 LT0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LT0250_SP_SET: ABUTMENT
 LT0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LT0250
 LT0250  HISTORY     - Date     Condition        Report By
 LT0250  HISTORY     - UNK      MONUMENTED       USGS
 LT0250  HISTORY     - 1935     GOOD             NGS
 LT0250
 LT0250                          STATION DESCRIPTION
 LT0250
 LT0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0250'2.5 MI SW FROM OLD STATION.
 LT0250'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0250'OLD STATION, SHASTA COUNTY, AT A WOODEN BRIDGE OVER HAT CREEK,
 LT0250'AND ON THE TOP OF THE NORTHEAST END OF THE NORTH ABUTMENT.  A
 LT0250'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5465 ***********************************************************************
 DX5465  DESIGNATION -  456
 DX5465  PID         -  DX5465
 DX5465  STATE/COUNTY-  CA/RIVERSIDE
 DX5465  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX5465
 DX5465                         *CURRENT SURVEY CONTROL
 DX5465  ___________________________________________________________________
 DX5465* NAD 83(1986)-  33 53 13.     (N)    117 26 35.     (W)     SCALED    
 DX5465* NAVD 88     -       284.546  (meters)     933.55   (feet)  ADJUSTED  
 DX5465  ___________________________________________________________________
 DX5465  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DX5465  DYNAMIC HT  -         284.232 (meters)     932.52  (feet)  COMP
 DX5465  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DX5465
 DX5465  VERT ORDER  -  FIRST     CLASS II
 DX5465
 DX5465.The horizontal coordinates were scaled from a topographic map and have
 DX5465.an estimated accuracy of +/- 6 seconds.
 DX5465
 DX5465.The orthometric height was determined by differential leveling
 DX5465.and adjusted in January 1993.
 DX5465
 DX5465.The geoid height was determined by GEOID03.
 DX5465
 DX5465.The dynamic height is computed by dividing the NAVD 88
 DX5465.geopotential number by the normal gravity value computed on the
 DX5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5465.degrees latitude (g = 980.6199 gals.).
 DX5465
 DX5465.The modeled gravity was interpolated from observed gravity values.
 DX5465
 DX5465;                    North         East    Units  Estimated Accuracy
 DX5465;SPC CA 6     -   691,420.    1,889,640.      MT  (+/- 180 meters Scaled)
 DX5465
 DX5465                          SUPERSEDED SURVEY CONTROL
 DX5465
 DX5465.No superseded survey control is available for this station.
 DX5465
 DX5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT590497(NAD 83)
 DX5465_MARKER: DB = BENCH MARK DISK
 DX5465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5465_SP_SET: CONCRETE POST
 DX5465_STAMPING: BM 456 1992
 DX5465_MARK LOGO: MWDSC 
 DX5465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5465+STABILITY: SURFACE MOTION
 DX5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5465+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5465
 DX5465  HISTORY     - Date     Condition        Report By
 DX5465  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5465
 DX5465                          STATION DESCRIPTION
 DX5465
 DX5465'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5465'AT RIVERSIDE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DX5465'MCALLISTER STREET AND DUFFERIN AVENUE, 23 FEET (7.0 M) EAST OF THE
 DX5465'CENTERLINE OF MCALLISTER STREET AND 47 FEET (14.3 M) SOUTH OF THE
 DX5465'CENTERLINE OF DUFFERIN AVENUE, A 3-1/4 INCH STANDARD ALUMINUM MWD
 DX5465'DISK IN TOP OF 8 INCH DIAMETER CONCRETE POST, 3 INCHES ABOVE THE
 DX5465'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0008 ***********************************************************************
 MW0008  DESIGNATION -  4568 SPCO
 MW0008  PID         -  MW0008
 MW0008  STATE/COUNTY-  CA/MODOC
 MW0008  USGS QUAD   -  SUGAR HILL (1993)
 MW0008
 MW0008                         *CURRENT SURVEY CONTROL
 MW0008  ___________________________________________________________________
 MW0008* NAD 83(1986)-  41 50 57.     (N)    120 21 59.     (W)     SCALED    
 MW0008* NAVD 88     -      1441.77   (+/-2cm)    4730.2    (feet)  VERTCON   
 MW0008  ___________________________________________________________________
 MW0008  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 MW0008  VERT ORDER  -  ? (See Below)
 MW0008
 MW0008.The horizontal coordinates were scaled from a topographic map and have
 MW0008.an estimated accuracy of +/- 6 seconds.
 MW0008
 MW0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 MW0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MW0008.The vertical order pertains to the NGVD 29 superseded value.
 MW0008
 MW0008.The geoid height was determined by GEOID03.
 MW0008
 MW0008;                    North         East    Units  Estimated Accuracy
 MW0008;SPC CA 1     -   780,630.    2,135,660.      MT  (+/- 180 meters Scaled)
 MW0008
 MW0008                          SUPERSEDED SURVEY CONTROL
 MW0008
 MW0008  NGVD 29 (??/??/??) 1440.603  (m)         4726.38   (f) ADJUSTED    ?  
 MW0008
 MW0008.Superseded values are not recommended for survey control.
 MW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0008.See file dsdata.txt to determine how the superseded data were derived.
 MW0008
 MW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM186363(NAD 83)
 MW0008_MARKER: S = SPIKE
 MW0008_SETTING: 0 = UNSPECIFIED SETTING
 MW0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0008
 MW0008  HISTORY     - Date     Condition        Report By
 MW0008  HISTORY     - UNK      MONUMENTED       CGS
 MW0008  HISTORY     - 1935     GOOD             NGS
 MW0008  HISTORY     - 19870402 MARK NOT FOUND   USGS
 MW0008
 MW0008                          STATION DESCRIPTION
 MW0008
 MW0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0008'4 MI S FROM WILLOW RANCH.
 MW0008'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 MW0008'STATION AT WILLOW RANCH, MODOC COUNTY, 5-1/2 POLES NORTHWEST OF
 MW0008'MILEPOST 487, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN
 MW0008'A LONE JUNIPER TREE ON THE OUTSIDE OF A CURVE, AND ABOUT 3 FEET ABOVE
 MW0008'THE GROUND.  A TRACK SPIKE.
 MW0008
 MW0008                          STATION RECOVERY (1987)
 MW0008
 MW0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (TTS)
 MW0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5466 ***********************************************************************
 DX5466  DESIGNATION -  457
 DX5466  PID         -  DX5466
 DX5466  STATE/COUNTY-  CA/RIVERSIDE
 DX5466  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX5466
 DX5466                         *CURRENT SURVEY CONTROL
 DX5466  ___________________________________________________________________
 DX5466* NAD 83(1986)-  33 53 39.     (N)    117 26 11.     (W)     SCALED    
 DX5466* NAVD 88     -       282.388  (meters)     926.47   (feet)  ADJUSTED  
 DX5466  ___________________________________________________________________
 DX5466  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DX5466  DYNAMIC HT  -         282.077 (meters)     925.45  (feet)  COMP
 DX5466  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 DX5466
 DX5466  VERT ORDER  -  FIRST     CLASS II
 DX5466
 DX5466.The horizontal coordinates were scaled from a topographic map and have
 DX5466.an estimated accuracy of +/- 6 seconds.
 DX5466
 DX5466.The orthometric height was determined by differential leveling
 DX5466.and adjusted in January 1993.
 DX5466
 DX5466.The geoid height was determined by GEOID03.
 DX5466
 DX5466.The dynamic height is computed by dividing the NAVD 88
 DX5466.geopotential number by the normal gravity value computed on the
 DX5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5466.degrees latitude (g = 980.6199 gals.).
 DX5466
 DX5466.The modeled gravity was interpolated from observed gravity values.
 DX5466
 DX5466;                    North         East    Units  Estimated Accuracy
 DX5466;SPC CA 6     -   692,210.    1,890,260.      MT  (+/- 180 meters Scaled)
 DX5466
 DX5466                          SUPERSEDED SURVEY CONTROL
 DX5466
 DX5466.No superseded survey control is available for this station.
 DX5466
 DX5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT596505(NAD 83)
 DX5466_MARKER: DB = BENCH MARK DISK
 DX5466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5466_SP_SET: CONCRETE POST
 DX5466_STAMPING: BM 457 1992
 DX5466_MARK LOGO: MWDSC 
 DX5466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5466+STABILITY: SURFACE MOTION
 DX5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5466+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5466
 DX5466  HISTORY     - Date     Condition        Report By
 DX5466  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5466
 DX5466                          STATION DESCRIPTION
 DX5466
 DX5466'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5466'AT RIVERSIDE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF DUFFERIN
 DX5466'AVENUE AND HARRISON STREET, 35.5 FEET (10.8 M) NORTH OF THE
 DX5466'CENTERLINE OF DUFFERIN AVENUE, 40 FEET (12.2 M) WEST OF THE
 DX5466'CENTERLINE OF HARRISON STREET, A 3-1/4 INCH STANDARD ALUMINUM MWD
 DX5466'DISK IN TOP OF 8 INCH DIAMETER CONCRETE POST, 0.1 FEET (3.0 CM) ABOVE
 DX5466'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3592 ***********************************************************************
 HT3592  DESIGNATION -  457.31=182
 HT3592  PID         -  HT3592
 HT3592  STATE/COUNTY-  CA/SANTA CRUZ
 HT3592  USGS QUAD   -  FELTON (1991)
 HT3592
 HT3592                         *CURRENT SURVEY CONTROL
 HT3592  ___________________________________________________________________
 HT3592* NAD 83(1986)-  37 06 28.     (N)    122 06 48.     (W)     SCALED    
 HT3592* NAVD 88     -       140.334  (meters)     460.41   (feet)  ADJUSTED  
 HT3592  ___________________________________________________________________
 HT3592  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 HT3592  DYNAMIC HT  -         140.231 (meters)     460.07  (feet)  COMP
 HT3592  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 HT3592
 HT3592  VERT ORDER  -  FIRST     CLASS II
 HT3592
 HT3592.The horizontal coordinates were scaled from a topographic map and have
 HT3592.an estimated accuracy of +/- 6 seconds.
 HT3592
 HT3592.The orthometric height was determined by differential leveling
 HT3592.and adjusted in February 1993.
 HT3592
 HT3592.The geoid height was determined by GEOID03.
 HT3592
 HT3592.The dynamic height is computed by dividing the NAVD 88
 HT3592.geopotential number by the normal gravity value computed on the
 HT3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3592.degrees latitude (g = 980.6199 gals.).
 HT3592
 HT3592.The modeled gravity was interpolated from observed gravity values.
 HT3592
 HT3592;                    North         East    Units  Estimated Accuracy
 HT3592;SPC CA 3     -   568,690.    1,856,610.      MT  (+/- 180 meters Scaled)
 HT3592
 HT3592                          SUPERSEDED SURVEY CONTROL
 HT3592
 HT3592  NGVD 29 (10/21/93)  139.499  (m)          457.67   (f) ADJUSTED    1 2
 HT3592
 HT3592.Superseded values are not recommended for survey control.
 HT3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3592.See file dsdata.txt to determine how the superseded data were derived.
 HT3592
 HT3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG787071(NAD 83)
 HT3592_MARKER: DD = SURVEY DISK
 HT3592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT3592_SP_SET: RETAINING WALL
 HT3592_STAMPING: B.M. 457.31 H9.16
 HT3592_MARK LOGO: CA-087
 HT3592_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3592+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3592
 HT3592  HISTORY     - Date     Condition        Report By
 HT3592  HISTORY     - UNK      MONUMENTED       CA-087
 HT3592  HISTORY     - 19900424 GOOD             NGS
 HT3592
 HT3592                          STATION DESCRIPTION
 HT3592
 HT3592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3592'0.4 KM (0.2 MI) NORTHERLY ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 HT3592'IN BROOKDALE, SET IN TOP OF AND AND NEAR THE CENTER OF THE WEST
 HT3592'HEADWALL OF A CULVERT, 7.7 M (25.3 FT) NORTH OF UTILITY POLE NUMBER
 HT3592'68, 5.5 M (18.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M
 HT3592'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FS1371 ***********************************************************************
 FS1371  DESIGNATION -  4578 B
 FS1371  PID         -  FS1371
 FS1371  STATE/COUNTY-  CA/SAN BERNARDINO
 FS1371  USGS QUAD   -  CASTLE PEAKS (1984)
 FS1371
 FS1371                         *CURRENT SURVEY CONTROL
 FS1371  ___________________________________________________________________
 FS1371* NAD 83(1992)-  35 17 25.82329(N)    115 10 51.13340(W)     ADJUSTED  
 FS1371* NAVD 88     -      1395.80   (+/-2cm)    4579.4    (feet)  VERTCON   
 FS1371  ___________________________________________________________________
 FS1371  EPOCH DATE  -        1991.35
 FS1371  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FS1371  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FS1371  HORZ ORDER  -  THIRD
 FS1371  VERT ORDER  -  THIRD ? (See Below)
 FS1371
 FS1371.The horizontal coordinates were established by classical geodetic methods
 FS1371.and adjusted by the National Geodetic Survey in June 1996.
 FS1371.The horizontal coordinates are valid at the epoch date displayed above.
 FS1371.The epoch date for horizontal control is a decimal equivalence
 FS1371.of Year/Month/Day.
 FS1371
 FS1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1371.The vertical order pertains to the NGVD 29 superseded value.
 FS1371
 FS1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1371
 FS1371.The geoid height was determined by GEOID03.
 FS1371
 FS1371;                    North         East     Units Scale Factor Converg.
 FS1371;SPC CA 5     -   702,212.229 2,256,398.067   MT  0.99996635   +1 36 25.0
 FS1371;SPC CA 5     - 2,303,841.29  7,402,865.99   sFT  0.99996635   +1 36 25.0
 FS1371;UTM  11      - 3,906,777.306   665,419.086   MT  0.99993723   +1 03 04.3
 FS1371
 FS1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1371!SPC CA 5     -   0.99978550  x   0.99996635  =   0.99975186
 FS1371!UTM  11      -   0.99978550  x   0.99993723  =   0.99972274
 FS1371
 FS1371                          SUPERSEDED SURVEY CONTROL
 FS1371
 FS1371  NAD 83(1992)-  35 17 25.82475(N)    115 10 51.13783(W) AD(1984.00) 3
 FS1371  NAD 83(1986)-  35 17 25.83192(N)    115 10 51.14144(W) AD(1984.00) 3
 FS1371  NGVD 29 (05/21/91) 1394.85   (m)         4576.3    (f) LEVELING    3  
 FS1371
 FS1371.Superseded values are not recommended for survey control.
 FS1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1371.See file dsdata.txt to determine how the superseded data were derived.
 FS1371
 FS1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6541906777(NAD 83)
 FS1371_MARKER: DB = BENCH MARK DISK
 FS1371_SETTING: 0 = UNSPECIFIED SETTING
 FS1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FS1371
 FS1371  HISTORY     - Date     Condition        Report By
 FS1371  HISTORY     - 1956     MONUMENTED       USGS
 FS1371
 FS1371                          STATION DESCRIPTION
 FS1371
 FS1371'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FS1371'DESCRIBED IN 1909 LEVEL LINE 1 AS FOLLOWS.
 FS1371'
 FS1371'BARNWELL, 4.0 MI E. OF.  100 FT W. OF MILEPOST 4, 50 FT N. OF RR.
 FS1371'
 FS1371'STATION MARK--STANDARD BRASS CAP BM TABLET
 FS1371'STAMPED---4578 B 1909 19---, ON IRON PIPE PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5467 ***********************************************************************
 DX5467  DESIGNATION -  458
 DX5467  PID         -  DX5467
 DX5467  STATE/COUNTY-  CA/RIVERSIDE
 DX5467  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX5467
 DX5467                         *CURRENT SURVEY CONTROL
 DX5467  ___________________________________________________________________
 DX5467* NAD 83(1986)-  33 53 58.     (N)    117 26 05.     (W)     SCALED    
 DX5467* NAVD 88     -       271.380  (meters)     890.35   (feet)  ADJUSTED  
 DX5467  ___________________________________________________________________
 DX5467  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DX5467  DYNAMIC HT  -         271.081 (meters)     889.37  (feet)  COMP
 DX5467  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 DX5467
 DX5467  VERT ORDER  -  FIRST     CLASS II
 DX5467
 DX5467.The horizontal coordinates were scaled from a topographic map and have
 DX5467.an estimated accuracy of +/- 6 seconds.
 DX5467
 DX5467.The orthometric height was determined by differential leveling
 DX5467.and adjusted in January 1993.
 DX5467
 DX5467.The geoid height was determined by GEOID03.
 DX5467
 DX5467.The dynamic height is computed by dividing the NAVD 88
 DX5467.geopotential number by the normal gravity value computed on the
 DX5467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5467.degrees latitude (g = 980.6199 gals.).
 DX5467
 DX5467.The modeled gravity was interpolated from observed gravity values.
 DX5467
 DX5467;                    North         East    Units  Estimated Accuracy
 DX5467;SPC CA 6     -   692,800.    1,890,420.      MT  (+/- 180 meters Scaled)
 DX5467
 DX5467                          SUPERSEDED SURVEY CONTROL
 DX5467
 DX5467.No superseded survey control is available for this station.
 DX5467
 DX5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT598510(NAD 83)
 DX5467_MARKER: DB = BENCH MARK DISK
 DX5467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5467_SP_SET: CONCRETE POST
 DX5467_STAMPING: BM 458 1992
 DX5467_MARK LOGO: MWDSC 
 DX5467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5467+STABILITY: SURFACE MOTION
 DX5467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5467+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5467
 DX5467  HISTORY     - Date     Condition        Report By
 DX5467  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5467
 DX5467                          STATION DESCRIPTION
 DX5467
 DX5467'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5467'AT RIVERSIDE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF CLEVELAND
 DX5467'AVENUE AND MYERS STREET, 20 FEET (6.1 M) WEST OF THE CENTERLINE OF
 DX5467'MYERS STREET AND 34 FEET (10.4 M) SOUTH OF THE CENTERLINE OF
 DX5467'CLEVELAND AVENUE, 6 FEET (1.8 M) NORTH OF POWER POLE NO. 130339J, A
 DX5467'3-1/4 INCH STANDARD ALUMINUM MWD DISK IN TOP OF 8 INCH DIAMETER
 DX5467'CONCRETE POST, 0.1 FOOT (3.0 CM) ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0237 ***********************************************************************
 MX0237  DESIGNATION -  4581.4
 MX0237  PID         -  MX0237
 MX0237  STATE/COUNTY-  CA/SISKIYOU
 MX0237  USGS QUAD   -  SCOTT MOUNTAIN (1986)
 MX0237
 MX0237                         *CURRENT SURVEY CONTROL
 MX0237  ___________________________________________________________________
 MX0237* NAD 83(1986)-  41 17 18.     (N)    122 43 20.     (W)     SCALED    
 MX0237* NAVD 88     -      1397.655  (meters)    4585.47   (feet)  ADJUSTED  
 MX0237  ___________________________________________________________________
 MX0237  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 MX0237  DYNAMIC HT  -        1396.690 (meters)    4582.31  (feet)  COMP
 MX0237  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 MX0237
 MX0237  VERT ORDER  -  SECOND    CLASS 0
 MX0237
 MX0237.The horizontal coordinates were scaled from a topographic map and have
 MX0237.an estimated accuracy of +/- 6 seconds.
 MX0237
 MX0237.The orthometric height was determined by differential leveling
 MX0237.and adjusted in June 1991.
 MX0237
 MX0237.The geoid height was determined by GEOID03.
 MX0237
 MX0237.The dynamic height is computed by dividing the NAVD 88
 MX0237.geopotential number by the normal gravity value computed on the
 MX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0237.degrees latitude (g = 980.6199 gals.).
 MX0237
 MX0237.The modeled gravity was interpolated from observed gravity values.
 MX0237
 MX0237;                    North         East    Units  Estimated Accuracy
 MX0237;SPC CA 1     -   717,330.    1,939,510.      MT  (+/- 180 meters Scaled)
 MX0237
 MX0237                          SUPERSEDED SURVEY CONTROL
 MX0237
 MX0237  NGVD 29 (??/??/??) 1396.588  (m)         4581.97   (f) ADJUSTED    2 0
 MX0237
 MX0237.Superseded values are not recommended for survey control.
 MX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0237.See file dsdata.txt to determine how the superseded data were derived.
 MX0237
 MX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL232708(NAD 83)
 MX0237_MARKER: Q = CHISELED SQUARE
 MX0237_SETTING: 66 = SET IN ROCK OUTCROP
 MX0237_SP_SET: ROCK OUTCROP
 MX0237_MARK LOGO: USGS  
 MX0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MX0237+STABILITY: POSITION/ELEVATION WELL
 MX0237
 MX0237  HISTORY     - Date     Condition        Report By
 MX0237  HISTORY     - UNK      MONUMENTED       USGS
 MX0237  HISTORY     - 1952     GOOD             CGS
 MX0237
 MX0237                          STATION DESCRIPTION
 MX0237
 MX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX0237'6 MI SE FROM CALLAHAN.
 MX0237'5.95 MILES SOUTHEAST ALONG THE CARRVILLE-CALLAHAN ROAD FROM THE
 MX0237'POST OFFICE AT CALLAHAN, IN THE TOP OF THE SOUTHWEST SIDE OF A
 MX0237'LEDGE OF ROCK OUTCROP, 17.0 FEET NORTHEAST OF THE CENTER LINE
 MX0237'OF THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE LEVEL OF THE ROAD,
 MX0237'AND MARKED WITH THE WHITE PAINTED LETTERS B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0450 ***********************************************************************
 KS0450  DESIGNATION -  4583.9
 KS0450  PID         -  KS0450
 KS0450  STATE/COUNTY-  CA/SIERRA
 KS0450  USGS QUAD   -  HAYPRESS VALLEY (1981)
 KS0450
 KS0450                         *CURRENT SURVEY CONTROL
 KS0450  ___________________________________________________________________
 KS0450* NAD 83(1986)-  39 34 37.     (N)    120 36 39.     (W)     SCALED    
 KS0450* NAVD 88     -      1398.111  (meters)    4586.97   (feet)  ADJUSTED  
 KS0450  ___________________________________________________________________
 KS0450  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 KS0450  DYNAMIC HT  -        1396.891 (meters)    4582.97  (feet)  COMP
 KS0450  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 KS0450
 KS0450  VERT ORDER  -  SECOND    CLASS 0
 KS0450
 KS0450.The horizontal coordinates were scaled from a topographic map and have
 KS0450.an estimated accuracy of +/- 6 seconds.
 KS0450
 KS0450.The orthometric height was determined by differential leveling
 KS0450.and adjusted in June 1991.
 KS0450
 KS0450.The geoid height was determined by GEOID03.
 KS0450
 KS0450.The dynamic height is computed by dividing the NAVD 88
 KS0450.geopotential number by the normal gravity value computed on the
 KS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0450.degrees latitude (g = 980.6199 gals.).
 KS0450
 KS0450.The modeled gravity was interpolated from observed gravity values.
 KS0450
 KS0450;                    North         East    Units  Estimated Accuracy
 KS0450;SPC CA 2     -   712,970.    2,119,350.      MT  (+/- 180 meters Scaled)
 KS0450
 KS0450                          SUPERSEDED SURVEY CONTROL
 KS0450
 KS0450  NGVD 29 (??/??/??) 1397.105  (m)         4583.67   (f) ADJUSTED    2 0
 KS0450
 KS0450.Superseded values are not recommended for survey control.
 KS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0450.See file dsdata.txt to determine how the superseded data were derived.
 KS0450
 KS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ052835(NAD 83)
 KS0450_MARKER: Q = CHISELED SQUARE
 KS0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0450_SP_SET: CULVERT
 KS0450_MARK LOGO: USGS  
 KS0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0450
 KS0450  HISTORY     - Date     Condition        Report By
 KS0450  HISTORY     - UNK      MONUMENTED       USGS
 KS0450  HISTORY     - 1934     GOOD             CGS
 KS0450
 KS0450                          STATION DESCRIPTION
 KS0450
 KS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0450'1.4 MI E FROM SIERRA CITY.
 KS0450'1.4 MILES EAST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0450'COUNTY, AT AN 18-INCH CULVERT, AND ON THE TOP OF THE WEST END
 KS0450'OF THE NORTH CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5468 ***********************************************************************
 DX5468  DESIGNATION -  459
 DX5468  PID         -  DX5468
 DX5468  STATE/COUNTY-  CA/RIVERSIDE
 DX5468  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX5468
 DX5468                         *CURRENT SURVEY CONTROL
 DX5468  ___________________________________________________________________
 DX5468* NAD 83(1986)-  33 54 13.     (N)    117 25 40.     (W)     SCALED    
 DX5468* NAVD 88     -       276.418  (meters)     906.88   (feet)  ADJUSTED  
 DX5468  ___________________________________________________________________
 DX5468  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DX5468  DYNAMIC HT  -         276.114 (meters)     905.88  (feet)  COMP
 DX5468  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DX5468
 DX5468  VERT ORDER  -  FIRST     CLASS II
 DX5468
 DX5468.The horizontal coordinates were scaled from a topographic map and have
 DX5468.an estimated accuracy of +/- 6 seconds.
 DX5468
 DX5468.The orthometric height was determined by differential leveling
 DX5468.and adjusted in January 1993.
 DX5468
 DX5468.The geoid height was determined by GEOID03.
 DX5468
 DX5468.The dynamic height is computed by dividing the NAVD 88
 DX5468.geopotential number by the normal gravity value computed on the
 DX5468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5468.degrees latitude (g = 980.6199 gals.).
 DX5468
 DX5468.The modeled gravity was interpolated from observed gravity values.
 DX5468
 DX5468;                    North         East    Units  Estimated Accuracy
 DX5468;SPC CA 6     -   693,250.    1,891,070.      MT  (+/- 180 meters Scaled)
 DX5468
 DX5468                          SUPERSEDED SURVEY CONTROL
 DX5468
 DX5468.No superseded survey control is available for this station.
 DX5468
 DX5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT604515(NAD 83)
 DX5468_MARKER: DB = BENCH MARK DISK
 DX5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5468_SP_SET: CONCRETE POST
 DX5468_STAMPING: BM 459 1992
 DX5468_MARK LOGO: MWDSC 
 DX5468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5468+STABILITY: SURFACE MOTION
 DX5468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5468+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5468
 DX5468  HISTORY     - Date     Condition        Report By
 DX5468  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5468
 DX5468                          STATION DESCRIPTION
 DX5468
 DX5468'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5468'AT RIVERSIDE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CLEVELAND
 DX5468'AVENUE AND GIBSON STREET, 22.5 FEET (6.9 M) SOUTH OF THE CENTERLINE
 DX5468'OF CLEVELAND AVENUE, 27 WEST OF THE CENTERLINE OF GIBSON STREET, 3
 DX5468'FEET (0.9 M) WEST OF POWER POLE NO. 17790J, A 3-1/4 INCH STANDARD
 DX5468'ALUMINUM MWD DISK IN TOP OF 8 INCH DIAMETER CONCRETE POST, SET FLUSH
 DX5468'ON SIDE OF BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0051 ***********************************************************************
 GT0051  DESIGNATION -  4596
 GT0051  PID         -  GT0051
 GT0051  STATE/COUNTY-  CA/TULARE
 GT0051  USGS QUAD   -  SILVER CITY (1993)
 GT0051
 GT0051                         *CURRENT SURVEY CONTROL
 GT0051  ___________________________________________________________________
 GT0051* NAD 83(1986)-  36 26 13.     (N)    118 43 58.     (W)     SCALED    
 GT0051* NAVD 88     -      1401.62   (+/-2cm)    4598.5    (feet)  VERTCON   
 GT0051  ___________________________________________________________________
 GT0051  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 GT0051  VERT ORDER  -  THIRD (See Below)
 GT0051
 GT0051.The horizontal coordinates were scaled from a topographic map and have
 GT0051.an estimated accuracy of +/- 6 seconds.
 GT0051
 GT0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0051.The vertical order pertains to the NGVD 29 superseded value.
 GT0051
 GT0051.The geoid height was determined by GEOID03.
 GT0051
 GT0051;                    North         East    Units  Estimated Accuracy
 GT0051;SPC CA 4     -   622,490.    2,023,960.      MT  (+/- 180 meters Scaled)
 GT0051
 GT0051                          SUPERSEDED SURVEY CONTROL
 GT0051
 GT0051  NGVD 29 (??/??/??) 1400.51   (m)         4594.8    (f) RESET       3  
 GT0051
 GT0051.Superseded values are not recommended for survey control.
 GT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0051.See file dsdata.txt to determine how the superseded data were derived.
 GT0051
 GT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA446338(NAD 83)
 GT0051_MARKER: DD = SURVEY DISK
 GT0051_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GT0051_SP_SET: UNSPECIFIED ROCK
 GT0051_STAMPING: 4596 1905
 GT0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0051
 GT0051  HISTORY     - Date     Condition        Report By
 GT0051  HISTORY     - 1905     MONUMENTED       USGS
 GT0051  HISTORY     - 1940     GOOD             NGS
 GT0051
 GT0051                          STATION DESCRIPTION
 GT0051
 GT0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0051'2.4 MI NE FROM LOOKOUT POINT RANGER STATION.
 GT0051'2.4 MILES NORTHEAST ALONG THE MINERAL KING ROAD FROM LOOKOUT
 GT0051'POINT RANGER STATION, TULARE COUNTY, IN SEQUOIA NATIONAL PARK,
 GT0051'AT TRAUGER WATERING STATION, 120 FEET WEST OF THE WATER TROUGH,
 GT0051'13 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE SIDE OF A
 GT0051'ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  A UNITED
 GT0051'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4596 1905 AND
 GT0051'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2618 ***********************************************************************
 EV2618  DESIGNATION -  4596.43
 EV2618  PID         -  EV2618
 EV2618  STATE/COUNTY-  CA/LOS ANGELES
 EV2618  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2618
 EV2618                         *CURRENT SURVEY CONTROL
 EV2618  ___________________________________________________________________
 EV2618* NAD 83(1986)-  34 18 17.     (N)    117 50 46.     (W)     SCALED    
 EV2618* NAVD 88     -      1401.76   (+/-2cm)    4598.9    (feet)  VERTCON   
 EV2618  ___________________________________________________________________
 EV2618  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EV2618  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2618
 EV2618.The horizontal coordinates were scaled from a topographic map and have
 EV2618.an estimated accuracy of +/- 6 seconds.
 EV2618
 EV2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2618.The vertical order pertains to the NGVD 29 superseded value.
 EV2618
 EV2618.The geoid height was determined by GEOID03.
 EV2618
 EV2618;                    North         East    Units  Estimated Accuracy
 EV2618;SPC CA 5     -   589,280.    2,014,170.      MT  (+/- 180 meters Scaled)
 EV2618
 EV2618                          SUPERSEDED SURVEY CONTROL
 EV2618
 EV2618  NGVD 29 (??/??/92) 1400.82   (m)         4595.9    (f) COMPUTED    1 1
 EV2618
 EV2618.Superseded values are not recommended for survey control.
 EV2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2618.See file dsdata.txt to determine how the superseded data were derived.
 EV2618
 EV2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221962(NAD 83)
 EV2618_MARKER: DD = SURVEY DISK
 EV2618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2618_SP_SET: CULVERT
 EV2618_STAMPING: 4596.43 62-1 63
 EV2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2618
 EV2618  HISTORY     - Date     Condition        Report By
 EV2618  HISTORY     - UNK      MONUMENTED       BPR
 EV2618  HISTORY     - 1971     GOOD             NGS
 EV2618  HISTORY     - 1977     GOOD             NGS
 EV2618
 EV2618                          STATION DESCRIPTION
 EV2618
 EV2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2618'21.8 MI N FROM AZUSA.
 EV2618'21.8 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,
 EV2618'TOPEKA AND SANTA FE RAILWAY STATION AT AZUSA, IN THE TOP AND
 EV2618'0.6 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL
 EV2618'OF 24-INCH PIPE CULVERT 36/87, 21 1/2 FEET WEST OF THE CENTER
 EV2618'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 EV2618
 EV2618                          STATION RECOVERY (1977)
 EV2618
 EV2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0290 ***********************************************************************
 HR0290  DESIGNATION -  4598
 HR0290  PID         -  HR0290
 HR0290  STATE/COUNTY-  CA/MONO
 HR0290  USGS QUAD   -  HAMMIL VALLEY (1994)
 HR0290
 HR0290                         *CURRENT SURVEY CONTROL
 HR0290  ___________________________________________________________________
 HR0290* NAD 83(1986)-  37 40 43.     (N)    118 24 16.     (W)     SCALED    
 HR0290* NAVD 88     -      1399.112  (meters)    4590.25   (feet)  ADJUSTED  
 HR0290  ___________________________________________________________________
 HR0290  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HR0290  DYNAMIC HT  -        1397.525 (meters)    4585.05  (feet)  COMP
 HR0290  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 HR0290
 HR0290  VERT ORDER  -  FIRST     CLASS II
 HR0290
 HR0290.The horizontal coordinates were scaled from a topographic map and have
 HR0290.an estimated accuracy of +/- 6 seconds.
 HR0290
 HR0290.The orthometric height was determined by differential leveling
 HR0290.and adjusted in June 1991.
 HR0290
 HR0290.The geoid height was determined by GEOID03.
 HR0290
 HR0290.The dynamic height is computed by dividing the NAVD 88
 HR0290.geopotential number by the normal gravity value computed on the
 HR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0290.degrees latitude (g = 980.6199 gals.).
 HR0290
 HR0290.The modeled gravity was interpolated from observed gravity values.
 HR0290
 HR0290;                    North         East    Units  Estimated Accuracy
 HR0290;SPC CA 3     -   632,870.    2,184,830.      MT  (+/- 180 meters Scaled)
 HR0290
 HR0290                          SUPERSEDED SURVEY CONTROL
 HR0290
 HR0290  NGVD 29 (??/??/92) 1397.929  (m)         4586.37   (f) ADJ UNCH    1 2
 HR0290
 HR0290.Superseded values are not recommended for survey control.
 HR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0290.See file dsdata.txt to determine how the superseded data were derived.
 HR0290
 HR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB761710(NAD 83)
 HR0290_MARKER: P = PIPE CAP
 HR0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0290_SP_SET: SHALLOW-SET PIPE
 HR0290_STAMPING: 4598
 HR0290_MARK LOGO: USGS  
 HR0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0290
 HR0290  HISTORY     - Date     Condition        Report By
 HR0290  HISTORY     - UNK      MONUMENTED       USGS
 HR0290  HISTORY     - 1955     GOOD             NGS
 HR0290  HISTORY     - 1986     GOOD             NGS
 HR0290
 HR0290                          STATION DESCRIPTION
 HR0290
 HR0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0290'10.6 MI S FROM BENTON STATION.
 HR0290'10.2 MILES SOUTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF
 HR0290'STATE HIGHWAY 120 AT BENTON STATION, THENCE 0.3 MILE EAST
 HR0290'ALONG A PAVED ROAD, THENCE 0.1 MILE SOUTH ALONG AN ABANDONED
 HR0290'SOUTHERN PACIFIC COMPANY RAILROAD BED, AT ABANDONED SITE OF
 HR0290'HAMMIL, 143.8 FEET SOUTH OF THE SOUTH CORNER OF THE SOUTH ONE
 HR0290'OF A GROUP OF CONCRETE BLOCKS (FORMER FOUNDATIONS FOR AN
 HR0290'ELEVATED WATER TANK), 26 1/2 FEET WEST OF THE CENTER LINE OF THE
 HR0290'RAILROAD BED, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 HR0290'WITH THE RAILROAD BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 HR0290'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HR0290
 HR0290                          STATION RECOVERY (1986)
 HR0290
 HR0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0290'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0290'ADD--A CAP ON A 3-1/2-INCH IRON PIPE OF UNKNOWN DEPTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9170 ***********************************************************************
 EV9170  DESIGNATION -  46 12 A
 EV9170  PID         -  EV9170
 EV9170  STATE/COUNTY-  CA/LOS ANGELES
 EV9170  USGS QUAD   -  BALDWIN PARK (1981)
 EV9170
 EV9170                         *CURRENT SURVEY CONTROL
 EV9170  ___________________________________________________________________
 EV9170* NAD 83(1986)-  34 05 12.     (N)    117 57 36.     (W)     SCALED    
 EV9170* NAVD 88     -       115.209  (meters)     377.98   (feet)  ADJUSTED  
 EV9170  ___________________________________________________________________
 EV9170  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EV9170  DYNAMIC HT  -         115.086 (meters)     377.58  (feet)  COMP
 EV9170  MODELED GRAV-     979,569.3   (mgal)                       NAVD 88
 EV9170
 EV9170  VERT ORDER  -  FIRST     CLASS II
 EV9170
 EV9170.The horizontal coordinates were scaled from a topographic map and have
 EV9170.an estimated accuracy of +/- 6 seconds.
 EV9170
 EV9170.The orthometric height was determined by differential leveling
 EV9170.and adjusted in June 1991.
 EV9170
 EV9170.The geoid height was determined by GEOID03.
 EV9170
 EV9170.The dynamic height is computed by dividing the NAVD 88
 EV9170.geopotential number by the normal gravity value computed on the
 EV9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9170.degrees latitude (g = 980.6199 gals.).
 EV9170
 EV9170.The modeled gravity was interpolated from observed gravity values.
 EV9170
 EV9170;                    North         East    Units  Estimated Accuracy
 EV9170;SPC CA 5     -   565,080.    2,003,690.      MT  (+/- 180 meters Scaled)
 EV9170
 EV9170                          SUPERSEDED SURVEY CONTROL
 EV9170
 EV9170.No superseded survey control is available for this station.
 EV9170
 EV9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT114721(NAD 83)
 EV9170_MARKER: DD = SURVEY DISK
 EV9170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV9170_SP_SET: CATCH BASIN
 EV9170_STAMPING: BM 46-12A 1971 7078
 EV9170_MARK LOGO: CA-037
 EV9170_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV9170+STABILITY: SURFACE MOTION
 EV9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV9170+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 EV9170
 EV9170  HISTORY     - Date     Condition        Report By
 EV9170  HISTORY     - 1971     MONUMENTED       CA-037
 EV9170  HISTORY     - 19890510 GOOD             NGS
 EV9170
 EV9170                          STATION DESCRIPTION
 EV9170
 EV9170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EV9170'IN BALDWIN PARK AT THE INTERSECTION OF RAMONA BLVD AND MAINE AVE SET
 EV9170'IN TOP OF THE SOUTHWEST CORNER OF A 5 FOOT X 4 FOOT CONCRETE
 EV9170'CATCHBASIN 22.0M(72.2FT) E OF THE CENTER OF THE AVE 11.3M(37.1FT) W
 EV9170'OF A STREET LIGHT POLE WITH 2 LAMPS 7.4M(24.3FT) N OF THE CENTERLINE
 EV9170'OF THE WESTBOUND LANES OF THE BLVD.  0.2M(0.7FT) ABOVE THE BOULEVARD
 EV9170'SURFACE AND 0.1M(0.3FT) E OF THE WEST END OF THE BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9106 ***********************************************************************
 JT9106  DESIGNATION -  46 A
 JT9106  PID         -  JT9106
 JT9106  STATE/COUNTY-  CA/NAPA
 JT9106  USGS QUAD   -  NAPA (1980)
 JT9106
 JT9106                         *CURRENT SURVEY CONTROL
 JT9106  ___________________________________________________________________
 JT9106* NAD 83(1986)-  38 15 42.     (N)    122 17 10.     (W)     SCALED    
 JT9106* NAVD 88     -         3.66   (+/-2cm)      12.0    (feet)  VERTCON   
 JT9106  ___________________________________________________________________
 JT9106  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT9106  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9106
 JT9106.The horizontal coordinates were scaled from a topographic map and have
 JT9106.an estimated accuracy of +/- 6 seconds.
 JT9106
 JT9106.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9106.The vertical order pertains to the NGVD 29 superseded value.
 JT9106
 JT9106.The geoid height was determined by GEOID03.
 JT9106
 JT9106;                    North         East    Units  Estimated Accuracy
 JT9106;SPC CA 2     -   566,090.    1,974,960.      MT  (+/- 180 meters Scaled)
 JT9106
 JT9106                          SUPERSEDED SURVEY CONTROL
 JT9106
 JT9106  NGVD 29 (??/??/92)    2.90   (m)            9.5    (f) COMPUTED    2 2
 JT9106
 JT9106.Superseded values are not recommended for survey control.
 JT9106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9106.See file dsdata.txt to determine how the superseded data were derived.
 JT9106
 JT9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624350(NAD 83)
 JT9106_MARKER: DD = SURVEY DISK
 JT9106_SETTING: 0 = UNSPECIFIED SETTING
 JT9106_MARK LOGO: USE   
 JT9106_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9106
 JT9106  HISTORY     - Date     Condition        Report By
 JT9106  HISTORY     - UNK      MONUMENTED       USE
 JT9106  HISTORY     - 19720101 GOOD             CA2330
 JT9106
 JT9106                          STATION DESCRIPTION
 JT9106
 JT9106'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT9106'SOUTHERN PACIFIC RAILROAD TO VALLEJO AND NSD ENTRANCE ROAD, SOUTH OF
 JT9106'SOSCOL HILL, IN THE NORTHEAST CORNER, A STANDARD CORPS OF ENGINEERS
 JT9106'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2121 ***********************************************************************
 JS2121  DESIGNATION -  46 B 15
 JS2121  PID         -  JS2121
 JS2121  STATE/COUNTY-  CA/YOLO
 JS2121  USGS QUAD   -  ZAMORA (1992)
 JS2121
 JS2121                         *CURRENT SURVEY CONTROL
 JS2121  ___________________________________________________________________
 JS2121* NAD 83(1986)-  38 48 31.     (N)    121 53 30.     (W)     SCALED    
 JS2121* NAVD 88     -        14.74   (+/-2cm)      48.4    (feet)  VERTCON   
 JS2121  ___________________________________________________________________
 JS2121  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JS2121  VERT ORDER  -  THIRD (See Below)
 JS2121
 JS2121.The horizontal coordinates were scaled from a topographic map and have
 JS2121.an estimated accuracy of +/- 6 seconds.
 JS2121
 JS2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2121.The vertical order pertains to the NGVD 29 superseded value.
 JS2121
 JS2121.The geoid height was determined by GEOID03.
 JS2121
 JS2121;                    North         East    Units  Estimated Accuracy
 JS2121;SPC CA 2     -   626,770.    2,009,410.      MT  (+/- 180 meters Scaled)
 JS2121
 JS2121                          SUPERSEDED SURVEY CONTROL
 JS2121
 JS2121  NGVD 29 (??/??/??)   13.98   (m)           45.9    (f) RESET       3  
 JS2121
 JS2121.Superseded values are not recommended for survey control.
 JS2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2121.See file dsdata.txt to determine how the superseded data were derived.
 JS2121
 JS2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH962961(NAD 83)
 JS2121_MARKER: P = PIPE CAP
 JS2121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2121_STAMPING: 46 B 15 1904
 JS2121_MARK LOGO: USGS  
 JS2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2121
 JS2121  HISTORY     - Date     Condition        Report By
 JS2121  HISTORY     - 1904     MONUMENTED       USGS
 JS2121  HISTORY     - 1967     GOOD             NGS
 JS2121
 JS2121                          STATION DESCRIPTION
 JS2121
 JS2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JS2121'0.8 MI NW FROM ZAMORA.
 JS2121'0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS2121'FROM THE CROSSING OF COUNTY ROAD 93 B AT ZAMORA, AT THE CROSSING
 JS2121'OF COUNTY ROAD 12, 45.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 31
 JS2121'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET WEST OF A
 JS2121'POWER POLE WITH A GUY WIRE, 2.7 FEET SOUTHWEST OF THE SOUTHWEST
 JS2121'CORNER OF A CONCRETE PACIFIC GAS AND ELECTRIC VALVE BOX, 1 FOOT
 JS2121'WEST OF A FENCE CORNER POST, 1.2 FEET SOUTH OF A WITNESS POST,
 JS2121'ABOUT 4 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A
 JS2121'3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1281 ***********************************************************************
 JS1281  DESIGNATION -  46 B USGS
 JS1281  PID         -  JS1281
 JS1281  STATE/COUNTY-  CA/SACRAMENTO
 JS1281  USGS QUAD   -  GALT (1980)
 JS1281
 JS1281                         *CURRENT SURVEY CONTROL
 JS1281  ___________________________________________________________________
 JS1281* NAD 83(1986)-  38 15 05.     (N)    121 18 22.     (W)     SCALED    
 JS1281* NAVD 88     -        14.71   (+/-2cm)      48.3    (feet)  VERTCON   
 JS1281  ___________________________________________________________________
 JS1281  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JS1281  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1281
 JS1281.The horizontal coordinates were scaled from a topographic map and have
 JS1281.an estimated accuracy of +/- 6 seconds.
 JS1281
 JS1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1281.The vertical order pertains to the NGVD 29 superseded value.
 JS1281
 JS1281.The geoid height was determined by GEOID03.
 JS1281
 JS1281;                    North         East    Units  Estimated Accuracy
 JS1281;SPC CA 2     -   565,140.    2,060,740.      MT  (+/- 180 meters Scaled)
 JS1281
 JS1281                          SUPERSEDED SURVEY CONTROL
 JS1281
 JS1281  NGVD 29 (??/??/92)   14.041  (m)           46.07   (f) ADJ UNCH    1 2
 JS1281
 JS1281.Superseded values are not recommended for survey control.
 JS1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1281.See file dsdata.txt to determine how the superseded data were derived.
 JS1281
 JS1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH482350(NAD 83)
 JS1281_MARKER: P = PIPE CAP
 JS1281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1281_STAMPING: 46 B 1901
 JS1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1281
 JS1281  HISTORY     - Date     Condition        Report By
 JS1281  HISTORY     - 1901     MONUMENTED       USGS
 JS1281  HISTORY     - 1958     MARK NOT FOUND   NGS
 JS1281  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS1281
 JS1281                          STATION DESCRIPTION
 JS1281
 JS1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JS1281'AT GALT.
 JS1281'1974 DESCRIPTION-- AT GALT, AT THE SOUTHERN PACIFIC CO. RAILROAD
 JS1281'STATION, IN LINE WITH THE NORTH END OF THE STATION, 40.5 FEET
 JS1281'WEST OF THE WEST RAIL OF THE MAIN TRACK, 15.5 FEET SOUTHWEST
 JS1281'OF THE FIRST POLE SOUTH OF THE STREET CROSSING, 34 FEET SOUTH
 JS1281'OF THE CENTERLINE OF C STREET, 6 FEET EAST OF THE EAST RAIL
 JS1281'OF A SPUR TRACK, AND INSIDE A 6- BY 12-INCH BOX.  A UNITED
 JS1281'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 46 B 1901 AND
 JS1281'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE ABOUT 1 FOOT BELOW
 JS1281'THE LEVEL OF THE GROUND.
 JS1281
 JS1281                          STATION RECOVERY (2004)
 JS1281
 JS1281'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1281'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0407 ***********************************************************************
 MW0407  DESIGNATION -  46 C
 MW0407  PID         -  MW0407
 MW0407  STATE/COUNTY-  CA/SISKIYOU
 MW0407  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0407
 MW0407                         *CURRENT SURVEY CONTROL
 MW0407  ___________________________________________________________________
 MW0407* NAD 83(1986)-  41 29 36.     (N)    121 52 38.     (W)     SCALED    
 MW0407* NAVD 88     -      1630.346  (meters)    5348.89   (feet)  ADJUSTED  
 MW0407  ___________________________________________________________________
 MW0407  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 MW0407  DYNAMIC HT  -        1629.119 (meters)    5344.87  (feet)  COMP
 MW0407  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 MW0407
 MW0407  VERT ORDER  -  SECOND    CLASS 0
 MW0407
 MW0407.The horizontal coordinates were scaled from a topographic map and have
 MW0407.an estimated accuracy of +/- 6 seconds.
 MW0407
 MW0407.The orthometric height was determined by differential leveling
 MW0407.and adjusted in June 1991.
 MW0407
 MW0407.The geoid height was determined by GEOID03.
 MW0407
 MW0407.The dynamic height is computed by dividing the NAVD 88
 MW0407.geopotential number by the normal gravity value computed on the
 MW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0407.degrees latitude (g = 980.6199 gals.).
 MW0407
 MW0407.The modeled gravity was interpolated from observed gravity values.
 MW0407
 MW0407;                    North         East    Units  Estimated Accuracy
 MW0407;SPC CA 1     -   739,850.    2,010,250.      MT  (+/- 180 meters Scaled)
 MW0407
 MW0407                          SUPERSEDED SURVEY CONTROL
 MW0407
 MW0407  NGVD 29 (??/??/??) 1629.102  (m)         5344.81   (f) ADJUSTED    2 0
 MW0407
 MW0407.Superseded values are not recommended for survey control.
 MW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0407.See file dsdata.txt to determine how the superseded data were derived.
 MW0407
 MW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL937941(NAD 83)
 MW0407_MARKER: DD = SURVEY DISK
 MW0407_SETTING: 80 = SET IN A BOULDER
 MW0407_STAMPING: 46 C 1931
 MW0407_MARK LOGO: USGS  
 MW0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0407+STABILITY: SURFACE MOTION
 MW0407
 MW0407  HISTORY     - Date     Condition        Report By
 MW0407  HISTORY     - 1931     MONUMENTED       USGS
 MW0407  HISTORY     - 1954     GOOD             CGS
 MW0407
 MW0407                          STATION DESCRIPTION
 MW0407
 MW0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0407'7.7 MI S FROM TENNANT.
 MW0407'0.6 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 MW0407'TENNANT, THENCE 7.1 MILES SOUTH ALONG A GRADED ROAD, IN THE TOP
 MW0407'OF THE APPROXIMATE CENTER OF A 6- BY 9-FOOT BASALT BOULDER
 MW0407'PROJECTING 2 1/2 FEET ABOVE THE GROUND, 100.2 FEET SOUTHEAST OF
 MW0407'R.M. 46 C (U.S.G.S.), 43 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 MW0407'ROAD, 43 FEET NORTH OF THE NORTH EDGE OF A DRY CREEK, AND ABOUT 3
 MW0407'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9107 ***********************************************************************
 JT9107  DESIGNATION -  46 C
 JT9107  PID         -  JT9107
 JT9107  STATE/COUNTY-  CA/NAPA
 JT9107  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9107
 JT9107                         *CURRENT SURVEY CONTROL
 JT9107  ___________________________________________________________________
 JT9107* NAD 83(1986)-  38 14 30.     (N)    122 18 52.     (W)     SCALED    
 JT9107* NAVD 88     -        14.08   (+/-2cm)      46.2    (feet)  VERTCON   
 JT9107  ___________________________________________________________________
 JT9107  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JT9107  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9107
 JT9107.The horizontal coordinates were scaled from a topographic map and have
 JT9107.an estimated accuracy of +/- 6 seconds.
 JT9107
 JT9107.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9107.The vertical order pertains to the NGVD 29 superseded value.
 JT9107
 JT9107.The geoid height was determined by GEOID03.
 JT9107
 JT9107;                    North         East    Units  Estimated Accuracy
 JT9107;SPC CA 2     -   563,880.    1,972,470.      MT  (+/- 180 meters Scaled)
 JT9107
 JT9107                          SUPERSEDED SURVEY CONTROL
 JT9107
 JT9107  NGVD 29 (??/??/92)   13.332  (m)           43.74   (f) ADJ UNCH    2 2
 JT9107
 JT9107.Superseded values are not recommended for survey control.
 JT9107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9107.See file dsdata.txt to determine how the superseded data were derived.
 JT9107
 JT9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599328(NAD 83)
 JT9107_MARKER: DD = SURVEY DISK
 JT9107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9107_SP_SET: CONCRETE POST
 JT9107_MARK LOGO: CA2330
 JT9107_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9107+STABILITY: SURFACE MOTION
 JT9107
 JT9107  HISTORY     - Date     Condition        Report By
 JT9107  HISTORY     - 1971     MONUMENTED       CA2330
 JT9107
 JT9107                          STATION DESCRIPTION
 JT9107
 JT9107'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9107'ALONG CUTTINGS WHARF ROAD, 1500 FT (457.2 M) SOUTH OF LOS CARNEROS
 JT9107'ROAD, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0318 ***********************************************************************
 DY0318  DESIGNATION -  46 C OF LB
 DY0318  PID         -  DY0318
 DY0318  STATE/COUNTY-  CA/LOS ANGELES
 DY0318  USGS QUAD   -  LONG BEACH (1981)
 DY0318
 DY0318                         *CURRENT SURVEY CONTROL
 DY0318  ___________________________________________________________________
 DY0318* NAD 83(1986)-  33 47 25.     (N)    118 11 58.     (W)     SCALED    
 DY0318* NAVD 88     -         3.76   (+/-2cm)      12.3    (feet)  VERTCON   
 DY0318  ___________________________________________________________________
 DY0318  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0318  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0318
 DY0318.The horizontal coordinates were scaled from a topographic map and have
 DY0318.an estimated accuracy of +/- 6 seconds.
 DY0318
 DY0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0318.The vertical order pertains to the NGVD 29 superseded value.
 DY0318
 DY0318.The geoid height was determined by GEOID03.
 DY0318
 DY0318;                    North         East    Units  Estimated Accuracy
 DY0318;SPC CA 5     -   532,220.    1,981,530.      MT  (+/- 180 meters Scaled)
 DY0318
 DY0318                          SUPERSEDED SURVEY CONTROL
 DY0318
 DY0318  NGVD 29 (??/??/92)    2.968  (m)            9.74   (f) ADJ UNCH    1 2
 DY0318
 DY0318.Superseded values are not recommended for survey control.
 DY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0318.See file dsdata.txt to determine how the superseded data were derived.
 DY0318
 DY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT889395(NAD 83)
 DY0318_MARKER: DD = SURVEY DISK
 DY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0318_STAMPING: 46
 DY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0318+STABILITY: SURFACE MOTION
 DY0318
 DY0318  HISTORY     - Date     Condition        Report By
 DY0318  HISTORY     - UNK      MONUMENTED       CA1970
 DY0318  HISTORY     - 1961     GOOD             NGS
 DY0318
 DY0318                          STATION DESCRIPTION
 DY0318
 DY0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0318'AT LONG BEACH.
 DY0318'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF DAISY
 DY0318'AVENUE AND PACIFIC COAST HIGHWAY (U.S. 101 ALT.), 41.5 FEET
 DY0318'SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 27 FEET SOUTH OF THE
 DY0318'PROPERTY LINE, 3 FEET EAST OF THE EAST CURB OF THE AVENUE, AND
 DY0318'0.9 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK.  A CITY OF LONG
 DY0318'BEACH STANDARD DISK, STAMPED 46 AND SET IN THE TOP OF A CONCRETE
 DY0318'POST ABOUT 0.5 FOOT UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH
 DY0318'A 6-INCH IRON PIPE WITH A COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0408 ***********************************************************************
 MW0408  DESIGNATION -  46 C RM
 MW0408  PID         -  MW0408
 MW0408  STATE/COUNTY-  CA/SISKIYOU
 MW0408  USGS QUAD   -  RAINBOW MOUNTAIN (1990)
 MW0408
 MW0408                         *CURRENT SURVEY CONTROL
 MW0408  ___________________________________________________________________
 MW0408* NAD 83(1986)-  41 29 34.     (N)    121 52 37.     (W)     SCALED    
 MW0408* NAVD 88     -      1631.417  (meters)    5352.41   (feet)  ADJUSTED  
 MW0408  ___________________________________________________________________
 MW0408  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 MW0408  DYNAMIC HT  -        1630.190 (meters)    5348.38  (feet)  COMP
 MW0408  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 MW0408
 MW0408  VERT ORDER  -  SECOND    CLASS 0
 MW0408
 MW0408.The horizontal coordinates were scaled from a topographic map and have
 MW0408.an estimated accuracy of +/- 6 seconds.
 MW0408
 MW0408.The orthometric height was determined by differential leveling
 MW0408.and adjusted in June 1991.
 MW0408
 MW0408.The geoid height was determined by GEOID03.
 MW0408
 MW0408.The dynamic height is computed by dividing the NAVD 88
 MW0408.geopotential number by the normal gravity value computed on the
 MW0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0408.degrees latitude (g = 980.6199 gals.).
 MW0408
 MW0408.The modeled gravity was interpolated from observed gravity values.
 MW0408
 MW0408;                    North         East    Units  Estimated Accuracy
 MW0408;SPC CA 1     -   739,790.    2,010,280.      MT  (+/- 180 meters Scaled)
 MW0408
 MW0408                          SUPERSEDED SURVEY CONTROL
 MW0408
 MW0408  NGVD 29 (??/??/??) 1630.174  (m)         5348.33   (f) ADJUSTED    2 0
 MW0408
 MW0408.Superseded values are not recommended for survey control.
 MW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0408.See file dsdata.txt to determine how the superseded data were derived.
 MW0408
 MW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL937940(NAD 83)
 MW0408_MARKER: N = NAIL
 MW0408_SETTING: 0 = UNSPECIFIED SETTING
 MW0408_MARK LOGO: USGS  
 MW0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0408
 MW0408  HISTORY     - Date     Condition        Report By
 MW0408  HISTORY     - UNK      MONUMENTED       USGS
 MW0408  HISTORY     - 1954     GOOD             CGS
 MW0408
 MW0408                          STATION DESCRIPTION
 MW0408
 MW0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0408'7.7 MI S FROM TENNANT.
 MW0408'0.6 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 MW0408'TENNANT, THENCE 7.1 MILES SOUTH ALONG A GRADED ROAD, IN THE BASE
 MW0408'OF THE SOUTH SIDE OF A 72-INCH SUGAR PINE TREE, 100.2 FEET
 MW0408'NORTHWEST OF BENCH MARK 46 C (U.S.G.S.), 19 FEET NORTH OF THE
 MW0408'CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1749 ***********************************************************************
 JT1749  DESIGNATION -  46 D
 JT1749  PID         -  JT1749
 JT1749  STATE/COUNTY-  CA/NAPA
 JT1749  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1749
 JT1749                         *CURRENT SURVEY CONTROL
 JT1749  ___________________________________________________________________
 JT1749* NAD 83(1986)-  38 14 53.     (N)    122 18 09.     (W)     SCALED    
 JT1749* NAVD 88     -        11.82   (+/-2cm)      38.8    (feet)  VERTCON   
 JT1749  ___________________________________________________________________
 JT1749  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT1749  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1749
 JT1749.The horizontal coordinates were scaled from a topographic map and have
 JT1749.an estimated accuracy of +/- 6 seconds.
 JT1749
 JT1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1749.The vertical order pertains to the NGVD 29 superseded value.
 JT1749
 JT1749.The geoid height was determined by GEOID03.
 JT1749
 JT1749;                    North         East    Units  Estimated Accuracy
 JT1749;SPC CA 2     -   564,580.    1,973,520.      MT  (+/- 180 meters Scaled)
 JT1749
 JT1749                          SUPERSEDED SURVEY CONTROL
 JT1749
 JT1749  NGVD 29 (??/??/92)   11.07   (m)           36.3    (f) COMPUTED    1 1
 JT1749
 JT1749.Superseded values are not recommended for survey control.
 JT1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1749.See file dsdata.txt to determine how the superseded data were derived.
 JT1749
 JT1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610335(NAD 83)
 JT1749_MARKER: DD = SURVEY DISK
 JT1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1749_SP_SET: CONCRETE POST
 JT1749_MARK LOGO: CA2330
 JT1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1749+STABILITY: SURFACE MOTION
 JT1749
 JT1749  HISTORY     - Date     Condition        Report By
 JT1749  HISTORY     - 1971     MONUMENTED       CA2330
 JT1749
 JT1749                          STATION DESCRIPTION
 JT1749
 JT1749'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1749'ALONG STANLEY LANE, 800 FT (243.8 M) EAST OF BEND, NORTH OF ROADWAY, A
 JT1749'CONCRETE MONUMENT WITH METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9108 ***********************************************************************
 JT9108  DESIGNATION -  46 F
 JT9108  PID         -  JT9108
 JT9108  STATE/COUNTY-  CA/NAPA
 JT9108  USGS QUAD   -  NAPA (1980)
 JT9108
 JT9108                         *CURRENT SURVEY CONTROL
 JT9108  ___________________________________________________________________
 JT9108* NAD 83(1986)-  38 15 42.     (N)    122 17 40.     (W)     SCALED    
 JT9108* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 JT9108  ___________________________________________________________________
 JT9108  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT9108  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9108
 JT9108.The horizontal coordinates were scaled from a topographic map and have
 JT9108.an estimated accuracy of +/- 6 seconds.
 JT9108
 JT9108.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9108.The vertical order pertains to the NGVD 29 superseded value.
 JT9108
 JT9108.The geoid height was determined by GEOID03.
 JT9108
 JT9108;                    North         East    Units  Estimated Accuracy
 JT9108;SPC CA 2     -   566,090.    1,974,230.      MT  (+/- 180 meters Scaled)
 JT9108
 JT9108                          SUPERSEDED SURVEY CONTROL
 JT9108
 JT9108  NGVD 29 (??/??/92)    0.55   (m)            1.8    (f) COMPUTED    2 2
 JT9108
 JT9108.Superseded values are not recommended for survey control.
 JT9108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9108.See file dsdata.txt to determine how the superseded data were derived.
 JT9108
 JT9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617350(NAD 83)
 JT9108_MARKER: Z = SEE DESCRIPTION
 JT9108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9108_SP_SET: CONCRETE POST
 JT9108_MARK LOGO: CA2330
 JT9108_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9108+STABILITY: SURFACE MOTION
 JT9108
 JT9108  HISTORY     - Date     Condition        Report By
 JT9108  HISTORY     - 1971     MONUMENTED       CA2330
 JT9108
 JT9108                          STATION DESCRIPTION
 JT9108
 JT9108'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9108'IN FIELD, SOUTHEAST OF STEWARTS AIRPORT, ON FENCE LINE, 1200 FT
 JT9108'(365.8 M) EAST OF HIGHWAY 121, A CONCRETE MONUMENT WITH A METAL PLATE
 JT9108'INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1600 ***********************************************************************
 DY1600  DESIGNATION -  46 H
 DY1600  PID         -  DY1600
 DY1600  STATE/COUNTY-  CA/LOS ANGELES
 DY1600  USGS QUAD   -  INGLEWOOD (1981)
 DY1600
 DY1600                         *CURRENT SURVEY CONTROL
 DY1600  ___________________________________________________________________
 DY1600* NAD 83(1986)-  33 54 24.     (N)    118 15 54.     (W)     SCALED    
 DY1600* NAVD 88     -        37.418  (meters)     122.76   (feet)  ADJUSTED  
 DY1600  ___________________________________________________________________
 DY1600  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1600  DYNAMIC HT  -          37.378 (meters)     122.63  (feet)  COMP
 DY1600  MODELED GRAV-     979,566.5   (mgal)                       NAVD 88
 DY1600  OBS GRAVITY -     979,566.2   (mgal)                       GRAV_OBS
 DY1600
 DY1600  VERT ORDER  -  FIRST     CLASS I
 DY1600
 DY1600.The horizontal coordinates were scaled from a topographic map and have
 DY1600.an estimated accuracy of +/- 6 seconds.
 DY1600
 DY1600.The orthometric height was determined by differential leveling
 DY1600.and adjusted in June 1995.
 DY1600.WARNING-Repeat measurements at this control monument indicate possible
 DY1600.vertical movement.
 DY1600
 DY1600.The geoid height was determined by GEOID03.
 DY1600
 DY1600.The dynamic height is computed by dividing the NAVD 88
 DY1600.geopotential number by the normal gravity value computed on the
 DY1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1600.degrees latitude (g = 980.6199 gals.).
 DY1600
 DY1600.The modeled gravity was interpolated from observed gravity values.
 DY1600.The observed gravity was obtained from relative gravimeter ties
 DY1600.to the IGSN71 gravity network.
 DY1600
 DY1600;                    North         East    Units  Estimated Accuracy
 DY1600;SPC CA 5     -   545,140.    1,975,490.      MT  (+/- 180 meters Scaled)
 DY1600
 DY1600                          SUPERSEDED SURVEY CONTROL
 DY1600
 DY1600  NAVD 88 (06/15/91)   37.428  (m)          122.80   (f) UNKNOWN     1 1
 DY1600
 DY1600.Superseded values are not recommended for survey control.
 DY1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1600.See file dsdata.txt to determine how the superseded data were derived.
 DY1600
 DY1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830525(NAD 83)
 DY1600_MARKER: DB = BENCH MARK DISK
 DY1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1600_SP_SET: SQUARE CONCRETE MONUMENT
 DY1600_STAMPING: 46 H 121.53 FT
 DY1600_MARK LOGO: LADPW 
 DY1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1600+STABILITY: SURFACE MOTION
 DY1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1600+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1994
 DY1600
 DY1600  HISTORY     - Date     Condition        Report By
 DY1600  HISTORY     - UNK      MONUMENTED       CA1980
 DY1600  HISTORY     - 1968     GOOD             CA1980
 DY1600  HISTORY     - 1976     GOOD             NGS
 DY1600  HISTORY     - 1978     GOOD             NGS
 DY1600  HISTORY     - 19890530 GOOD             NGS
 DY1600  HISTORY     - 19940722 GOOD             NGS
 DY1600
 DY1600                          STATION DESCRIPTION
 DY1600
 DY1600'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1600'NEAR COMPTON.
 DY1600'CITY DISC 46-H IN 8 INCH MONUMENT, 2 FEET EAST OF EAST CURB LINE
 DY1600'AVALON BOULEVARD AT CURB BEGINNING 31 FEET NORTH OF NORTH CURB
 DY1600'LINE 138TH STREET.
 DY1600
 DY1600                          STATION RECOVERY (1976)
 DY1600
 DY1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1600'AT LOS ANGELES, AT THE NORTHEAST CORNER OF THE INTERSECTION OF AVALON
 DY1600'BOULEVARD AND 138 TH STREET, 31 FT NORTH OF NORTH CURB LINE OF 138 TH
 DY1600'STREET, 38.5 FT SOUTH OF POWER POLE 184025E, 7.5 FT WEST OF THE WEST
 DY1600'EDGE OF A SIDEWALK, 2 FT EAST OF EAST CURB LINE OF BOULEVARD, AT CURB
 DY1600'RETURN NORTH OF STREET
 DY1600
 DY1600                          STATION RECOVERY (1978)
 DY1600
 DY1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1600'RECOVERED IN GOOD CONDITION.
 DY1600
 DY1600                          STATION RECOVERY (1989)
 DY1600
 DY1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1600'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION, ADD 0.2 M
 DY1600'(0.7 FT) ABOVE THE BOULEVARD SURFACE.
 DY1600
 DY1600                          STATION RECOVERY (1994)
 DY1600
 DY1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1600'IN ATHENS, AT THE INTERSECTION OF AVALON BOULEVARD AND 138TH STREET,
 DY1600'15.2 M (49.9 FT) NORTH OF THE STREET CENTER, 9.3 M (30.5 FT) NORTHWEST
 DY1600'OF THE SOUTHWEST CORNER OF THE PILGRIM CHURCH OF CHRIST, 8.5 M (27.9
 DY1600'FT) WEST OF THE CENTER OF THE WEST ENTRANCE DOOR TO THE CHURCH, 6.6 M
 DY1600'(21.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 DY1600'BOULEVARD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE
 DY1600'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0522 ***********************************************************************
 MW0522  DESIGNATION -  46 M
 MW0522  PID         -  MW0522
 MW0522  STATE/COUNTY-  CA/SISKIYOU
 MW0522  USGS QUAD   -  MEDICINE LAKE (1993)
 MW0522
 MW0522                         *CURRENT SURVEY CONTROL
 MW0522  ___________________________________________________________________
 MW0522* NAD 83(1986)-  41 33 18.     (N)    121 33 43.     (W)     SCALED    
 MW0522* NAVD 88     -      1975.080  (meters)    6479.91   (feet)  ADJUSTED  
 MW0522  ___________________________________________________________________
 MW0522  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 MW0522  DYNAMIC HT  -        1973.526 (meters)    6474.81  (feet)  COMP
 MW0522  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 MW0522
 MW0522  VERT ORDER  -  SECOND    CLASS 0
 MW0522
 MW0522.The horizontal coordinates were scaled from a topographic map and have
 MW0522.an estimated accuracy of +/- 6 seconds.
 MW0522
 MW0522.The orthometric height was determined by differential leveling
 MW0522.and adjusted in June 1991.
 MW0522
 MW0522.The geoid height was determined by GEOID03.
 MW0522
 MW0522.The dynamic height is computed by dividing the NAVD 88
 MW0522.geopotential number by the normal gravity value computed on the
 MW0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0522.degrees latitude (g = 980.6199 gals.).
 MW0522
 MW0522.The modeled gravity was interpolated from observed gravity values.
 MW0522
 MW0522;                    North         East    Units  Estimated Accuracy
 MW0522;SPC CA 1     -   746,790.    2,036,540.      MT  (+/- 180 meters Scaled)
 MW0522
 MW0522                          SUPERSEDED SURVEY CONTROL
 MW0522
 MW0522  NGVD 29 (??/??/??) 1973.829  (m)         6475.80   (f) ADJUSTED    2 0
 MW0522
 MW0522.Superseded values are not recommended for survey control.
 MW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0522.See file dsdata.txt to determine how the superseded data were derived.
 MW0522
 MW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM199013(NAD 83)
 MW0522_MARKER: DD = SURVEY DISK
 MW0522_SETTING: 66 = SET IN ROCK OUTCROP
 MW0522_SP_SET: ROCK OUTCROP
 MW0522_STAMPING: 46 M 1932
 MW0522_MARK LOGO: USGS  
 MW0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0522+STABILITY: POSITION/ELEVATION WELL
 MW0522
 MW0522  HISTORY     - Date     Condition        Report By
 MW0522  HISTORY     - 1932     MONUMENTED       USGS
 MW0522  HISTORY     - 1954     GOOD             CGS
 MW0522
 MW0522                          STATION DESCRIPTION
 MW0522
 MW0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0522'5 MI SE FROM MEDICINE LAKE.
 MW0522'5.0 MILES SOUTHEAST ALONG A GRADED ROAD FROM MEDICINE LAKE
 MW0522'GUARD STATION, AT THE T JUNCTION OF A ROAD LEADING TO
 MW0522'PAYNES SPRINGS, IN THE TOP AND NEAR THE WEST EDGE OF A LARGE
 MW0522'OUTCROP, 68 1/2 FEET EAST OF A 48-INCH FIR TREE IN THE APPROXIMATE
 MW0522'CENTER OF THE TRIANGLE FORMED BY THE JUNCTION, 48 FEET NORTHEAST
 MW0522'OF THE CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF A 48-INCH
 MW0522'FIR TREE WITH AN 18-BY 24-INCH BLAZE ON THE EAST SIDE, 6.0 FEET
 MW0522'SOUTH OF THE NORTH END OF THE OUTCROP, 3.5 FEET EAST OF THE
 MW0522'WEST EDGE OF THE OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0529 ***********************************************************************
 FT0529  DESIGNATION -  46 RM
 FT0529  PID         -  FT0529
 FT0529  STATE/COUNTY-  CA/KERN
 FT0529  USGS QUAD   -  PEARSONVILLE (1982)
 FT0529
 FT0529                         *CURRENT SURVEY CONTROL
 FT0529  ___________________________________________________________________
 FT0529* NAD 83(1986)-  35 47 14.     (N)    117 47 38.     (W)     SCALED    
 FT0529* NAVD 88     -       698.480  (meters)    2291.60   (feet)  ADJUSTED  
 FT0529  ___________________________________________________________________
 FT0529  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FT0529  DYNAMIC HT  -         697.712 (meters)    2289.08  (feet)  COMP
 FT0529  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 FT0529
 FT0529  VERT ORDER  -  FIRST     CLASS II
 FT0529
 FT0529.The horizontal coordinates were scaled from a topographic map and have
 FT0529.an estimated accuracy of +/- 6 seconds.
 FT0529
 FT0529.The orthometric height was determined by differential leveling
 FT0529.and adjusted in June 1991.
 FT0529
 FT0529.The geoid height was determined by GEOID03.
 FT0529
 FT0529.The dynamic height is computed by dividing the NAVD 88
 FT0529.geopotential number by the normal gravity value computed on the
 FT0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0529.degrees latitude (g = 980.6199 gals.).
 FT0529
 FT0529.The modeled gravity was interpolated from observed gravity values.
 FT0529
 FT0529;                    North         East    Units  Estimated Accuracy
 FT0529;SPC CA 5     -   753,750.    2,018,640.      MT  (+/- 180 meters Scaled)
 FT0529
 FT0529                          SUPERSEDED SURVEY CONTROL
 FT0529
 FT0529  NGVD 29 (??/??/??)  697.74   (m)         2289.2    (f) RESET       3  
 FT0529
 FT0529.Superseded values are not recommended for survey control.
 FT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0529.See file dsdata.txt to determine how the superseded data were derived.
 FT0529
 FT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV282606(NAD 83)
 FT0529_MARKER: DD = SURVEY DISK
 FT0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0529_STAMPING: 46 RM 1950
 FT0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0529+STABILITY: SURFACE MOTION
 FT0529
 FT0529  HISTORY     - Date     Condition        Report By
 FT0529  HISTORY     - 1950     MONUMENTED       USN
 FT0529  HISTORY     - 1950     GOOD             NGS
 FT0529
 FT0529                          STATION DESCRIPTION
 FT0529
 FT0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0529'11.1 MI NE FROM CHINA LAKE USN .
 FT0529'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, IT IS
 FT0529'ONE OF THE STATIONS IN THE B-1 BASE LINE, JUST WEST OF THE B-1
 FT0529'AIR STRIP, THE STATION IS A NAVAL ORDNANCE DISK SET IN AN 8 INCH
 FT0529'SQUARE CONCRETE POST SET IN THE GROUND, THE DISK IS STAMPED
 FT0529'46 RM (USN ) AND PROJECTS 4 INCHES.  TO REACH FROM THE CONTROL
 FT0529'TOWER OF B-1 AIR STRIP GO WEST TO THE BASE LINE, TURN RIGHT,
 FT0529'AND FOLLOW THE BASE LINE TO THE STATION AS DESCRIBED.  DIRECTIONS
 FT0529'TO REACH THE B-1 BASE LINE CAN BE OBTAINED FROM RANGE DESIGN IN
 FT0529'THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3600 ***********************************************************************
 HT3600  DESIGNATION -  46 WLS
 HT3600  PID         -  HT3600
 HT3600  STATE/COUNTY-  CA/SANTA CRUZ
 HT3600  USGS QUAD   -  BIG BASIN (1997)
 HT3600
 HT3600                         *CURRENT SURVEY CONTROL
 HT3600  ___________________________________________________________________
 HT3600* NAD 83(1986)-  37 09 00.     (N)    122 09 53.     (W)     SCALED    
 HT3600* NAVD 88     -       277.345  (meters)     909.92   (feet)  ADJUSTED  
 HT3600  ___________________________________________________________________
 HT3600  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HT3600  DYNAMIC HT  -         277.140 (meters)     909.25  (feet)  COMP
 HT3600  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 HT3600
 HT3600  VERT ORDER  -  FIRST     CLASS II
 HT3600
 HT3600.The horizontal coordinates were scaled from a topographic map and have
 HT3600.an estimated accuracy of +/- 6 seconds.
 HT3600
 HT3600.The orthometric height was determined by differential leveling
 HT3600.and adjusted in February 1993.
 HT3600
 HT3600.The geoid height was determined by GEOID03.
 HT3600
 HT3600.The dynamic height is computed by dividing the NAVD 88
 HT3600.geopotential number by the normal gravity value computed on the
 HT3600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3600.degrees latitude (g = 980.6199 gals.).
 HT3600
 HT3600.The modeled gravity was interpolated from observed gravity values.
 HT3600
 HT3600;                    North         East    Units  Estimated Accuracy
 HT3600;SPC CA 3     -   573,450.    1,852,120.      MT  (+/- 180 meters Scaled)
 HT3600
 HT3600                          SUPERSEDED SURVEY CONTROL
 HT3600
 HT3600  NGVD 29 (10/21/93)  276.510  (m)          907.18   (f) ADJUSTED    1 2
 HT3600
 HT3600.Superseded values are not recommended for survey control.
 HT3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3600.See file dsdata.txt to determine how the superseded data were derived.
 HT3600
 HT3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG741118(NAD 83)
 HT3600_MARKER: DB = BENCH MARK DISK
 HT3600_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3600_SP_SET: CURB
 HT3600_STAMPING: 46 WLS 1953 907.0
 HT3600_MARK LOGO: USGS  
 HT3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3600+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3600
 HT3600  HISTORY     - Date     Condition        Report By
 HT3600  HISTORY     - 1953     MONUMENTED       USGS
 HT3600  HISTORY     - 19900424 GOOD             NGS
 HT3600
 HT3600                          STATION DESCRIPTION
 HT3600
 HT3600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3600'4.4 KM (2.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 236 (BIG BASIN WAY)
 HT3600'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 IN BOULDER CREEK, THENCE
 HT3600'0.8 KM (0.5 MI) NORTHWESTERLY ALONG JAMISON CREEK ROAD, SET IN TOP OF
 HT3600'AND NEAR THE EAST END OF THE NORTH CONCRETE CURB OF BRIDGE NUMBER
 HT3600'444201-BR 0.5 SPANNING JAMISON CREEK, 3.3 M (10.8 FT) NORTH OF THE
 HT3600'CENTERLINE OF THE ROAD, AND 0.1 M (0.3 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9011 ***********************************************************************
 DW9011  DESIGNATION -  46.13 L
 DW9011  PID         -  DW9011
 DW9011  STATE/COUNTY-  CA/IMPERIAL
 DW9011  USGS QUAD   -  WISTER (1992)
 DW9011
 DW9011                         *CURRENT SURVEY CONTROL
 DW9011  ___________________________________________________________________
 DW9011* NAD 83(1986)-  33 17 35.     (N)    115 35 08.     (W)     SCALED    
 DW9011* NAVD 88     -       -59.534  (meters)    -195.32   (feet)  ADJUSTED  
 DW9011  ___________________________________________________________________
 DW9011  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DW9011  DYNAMIC HT  -         -59.469 (meters)    -195.11  (feet)  COMP
 DW9011  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 DW9011
 DW9011  VERT ORDER  -  FIRST     CLASS I
 DW9011
 DW9011.The horizontal coordinates were scaled from a topographic map and have
 DW9011.an estimated accuracy of +/- 6 seconds.
 DW9011
 DW9011.The orthometric height was determined by differential leveling
 DW9011.and adjusted in March 1994.
 DW9011
 DW9011.The geoid height was determined by GEOID03.
 DW9011
 DW9011.The dynamic height is computed by dividing the NAVD 88
 DW9011.geopotential number by the normal gravity value computed on the
 DW9011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9011.degrees latitude (g = 980.6199 gals.).
 DW9011
 DW9011.The modeled gravity was interpolated from observed gravity values.
 DW9011
 DW9011;                    North         East    Units  Estimated Accuracy
 DW9011;SPC CA 6     -   625,120.    2,061,890.      MT  (+/- 180 meters Scaled)
 DW9011
 DW9011                          SUPERSEDED SURVEY CONTROL
 DW9011
 DW9011.No superseded survey control is available for this station.
 DW9011
 DW9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS316846(NAD 83)
 DW9011_MARKER: DB = BENCH MARK DISK
 DW9011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW9011_SP_SET: HEADWALL
 DW9011_STAMPING: BM 46.13 L 1985
 DW9011_MARK LOGO: CADT  
 DW9011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9011+STABILITY: SURFACE MOTION
 DW9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9011+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1992
 DW9011
 DW9011  HISTORY     - Date     Condition        Report By
 DW9011  HISTORY     - 1985     MONUMENTED       RBNF
 DW9011  HISTORY     - 1986     GOOD             CA-025
 DW9011  HISTORY     - 19891012 GOOD             CA-025
 DW9011  HISTORY     - 19920918 GOOD             CA-025
 DW9011
 DW9011                          STATION DESCRIPTION
 DW9011
 DW9011'DESCRIBED BY IMPERIAL COUNTY CALIFORNIA 1986
 DW9011'5.55 MI NW FROM NILAND.
 DW9011'5.55 MILES NORTHWEST ALONG HIGHWAY 111 FROM THE CROSSING OF MAIN
 DW9011'STREET IN NILAND, 27 FEET SOUTHWESTERLY OF CENTERLINE OF HIGHWAY
 DW9011'111, 9 POLES NORTHWESTERLY OF MILE POLE NUMBER 662, SET ON TOP
 DW9011'SOUTHWEST CORNER OF OUTLET CULVERT HEADWALL UNDER HIGHWAY 111.
 DW9011
 DW9011                          STATION RECOVERY (1989)
 DW9011
 DW9011'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW9011'RECOVERED IN GOOD CONDITION.
 DW9011
 DW9011                          STATION RECOVERY (1992)
 DW9011
 DW9011'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1992
 DW9011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2377 ***********************************************************************
 HS2377  DESIGNATION -  46.36 USBR
 HS2377  PID         -  HS2377
 HS2377  STATE/COUNTY-  CA/STANISLAUS
 HS2377  USGS QUAD   -  CROWS LANDING (1980)
 HS2377
 HS2377                         *CURRENT SURVEY CONTROL
 HS2377  ___________________________________________________________________
 HS2377* NAD 83(1986)-  37 23 50.     (N)    121 06 44.     (W)     SCALED    
 HS2377* NAVD 88     -        56.85   (+/-2cm)     186.5    (feet)  VERTCON   
 HS2377  ___________________________________________________________________
 HS2377  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HS2377  VERT ORDER  -  THIRD (See Below)
 HS2377
 HS2377.The horizontal coordinates were scaled from a topographic map and have
 HS2377.an estimated accuracy of +/- 6 seconds.
 HS2377
 HS2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2377.The vertical order pertains to the NGVD 29 superseded value.
 HS2377
 HS2377.The geoid height was determined by GEOID03.
 HS2377
 HS2377;                    North         East    Units  Estimated Accuracy
 HS2377;SPC CA 3     -   599,750.    1,945,790.      MT  (+/- 180 meters Scaled)
 HS2377
 HS2377                          SUPERSEDED SURVEY CONTROL
 HS2377
 HS2377  NGVD 29 (??/??/??)   56.09   (m)          184.0    (f) RESET       3  
 HS2377
 HS2377.Superseded values are not recommended for survey control.
 HS2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2377.See file dsdata.txt to determine how the superseded data were derived.
 HS2377
 HS2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG670406(NAD 83)
 HS2377_MARKER: DD = SURVEY DISK
 HS2377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2377_SP_SET: BRIDGE ABUTMENT
 HS2377_STAMPING: 46.36
 HS2377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2377
 HS2377  HISTORY     - Date     Condition        Report By
 HS2377  HISTORY     - UNK      MONUMENTED       BOR
 HS2377  HISTORY     - 1966     GOOD             NGS
 HS2377
 HS2377                          STATION DESCRIPTION
 HS2377
 HS2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HS2377'2.5 MI NW FROM CROWS LANDING.
 HS2377'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE
 HS2377'HIGHWAY 33 AT CROWS LANDING, THENCE 0.5 MILE NORTHWEST ALONG
 HS2377'THE DELTA-MENDOTA CANAL, IN THE TOP OF THE NORTHWEST END OF THE
 HS2377'SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 46.36 OVER THE CANAL,
 HS2377'21 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD
 HS2377'ALONG THE CANAL, 10 FEET NORTHWEST OF THE CENTER LINE OF A FARM
 HS2377'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1209 ***********************************************************************
 DY1209  DESIGNATION -  46.48 C OF RB
 DY1209  PID         -  DY1209
 DY1209  STATE/COUNTY-  CA/LOS ANGELES
 DY1209  USGS QUAD   -  REDONDO BEACH (1981)
 DY1209
 DY1209                         *CURRENT SURVEY CONTROL
 DY1209  ___________________________________________________________________
 DY1209* NAD 83(1986)-  33 50 12.     (N)    118 23 22.     (W)     SCALED    
 DY1209* NAVD 88     -        14.23   (+/-2cm)      46.7    (feet)  VERTCON   
 DY1209  ___________________________________________________________________
 DY1209  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DY1209  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1209
 DY1209.The horizontal coordinates were scaled from a topographic map and have
 DY1209.an estimated accuracy of +/- 6 seconds.
 DY1209
 DY1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1209.The vertical order pertains to the NGVD 29 superseded value.
 DY1209
 DY1209.The geoid height was determined by GEOID03.
 DY1209
 DY1209;                    North         East    Units  Estimated Accuracy
 DY1209;SPC CA 5     -   537,420.    1,963,950.      MT  (+/- 180 meters Scaled)
 DY1209
 DY1209                          SUPERSEDED SURVEY CONTROL
 DY1209
 DY1209  NGVD 29 (??/??/92)   13.521  (m)           44.36   (f) ADJ UNCH    1 2
 DY1209
 DY1209.Superseded values are not recommended for survey control.
 DY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1209.See file dsdata.txt to determine how the superseded data were derived.
 DY1209
 DY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT714449(NAD 83)
 DY1209_MARKER: DB = BENCH MARK DISK
 DY1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1209_STAMPING: 46.48
 DY1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1209+STABILITY: SURFACE MOTION
 DY1209
 DY1209  HISTORY     - Date     Condition        Report By
 DY1209  HISTORY     - UNK      MONUMENTED       CA2970
 DY1209  HISTORY     - 1960     MARK NOT FOUND   NGS
 DY1209
 DY1209                          STATION DESCRIPTION
 DY1209
 DY1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1209'AT REDONDO BEACH.
 DY1209'0.2 MILE SOUTH ALONG CATALINA AVENUE, 0.1 MILE SOUTHWEST ALONG
 DY1209'ESPLANADE STREET FROM POST OFFICE, ABOUT 100 YARDS WEST FROM
 DY1209'CENTERLINE OF ESPLANADE STREET, AT THE CONCRETE STAIRWAY WHICH
 DY1209'LEADS FROM AINSWORTH COURT TO THE BEACH, SET HORIZONTALLY IN
 DY1209'CONCRETE SIDEWALK, 0.4 FOOT EAST FROM NORTH CONCRETE HEAD POST
 DY1209'AT HEAD OF STAIRWAY, SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0968 ***********************************************************************
 HT0968  DESIGNATION -  46.6 C OF B
 HT0968  PID         -  HT0968
 HT0968  STATE/COUNTY-  CA/ALAMEDA
 HT0968  USGS QUAD   -  RICHMOND (1993)
 HT0968
 HT0968                         *CURRENT SURVEY CONTROL
 HT0968  ___________________________________________________________________
 HT0968* NAD 83(1986)-  37 52 44.     (N)    122 17 42.     (W)     SCALED    
 HT0968* NAVD 88     -        15.03   (+/-2cm)      49.3    (feet)  VERTCON   
 HT0968  ___________________________________________________________________
 HT0968  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HT0968  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0968
 HT0968.The horizontal coordinates were scaled from a topographic map and have
 HT0968.an estimated accuracy of +/- 6 seconds.
 HT0968
 HT0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0968.The vertical order pertains to the NGVD 29 superseded value.
 HT0968
 HT0968.The geoid height was determined by GEOID03.
 HT0968
 HT0968;                    North         East    Units  Estimated Accuracy
 HT0968;SPC CA 3     -   654,550.    1,842,100.      MT  (+/- 180 meters Scaled)
 HT0968
 HT0968                          SUPERSEDED SURVEY CONTROL
 HT0968
 HT0968  NGVD 29 (??/??/92)   14.201  (m)           46.59   (f) ADJ UNCH    1 1
 HT0968
 HT0968.Superseded values are not recommended for survey control.
 HT0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0968.See file dsdata.txt to determine how the superseded data were derived.
 HT0968
 HT0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG619926(NAD 83)
 HT0968_MARKER: Z = SEE DESCRIPTION
 HT0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0968+STABILITY: SURFACE MOTION
 HT0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0968+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 HT0968
 HT0968  HISTORY     - Date     Condition        Report By
 HT0968  HISTORY     - UNK      MONUMENTED       CA0340
 HT0968  HISTORY     - 1956     GOOD             NGS
 HT0968  HISTORY     - 1969     GOOD             NGS
 HT0968  HISTORY     - 19980213 GOOD             USPSQD
 HT0968  HISTORY     - 20060601 GOOD             GEOCAC
 HT0968
 HT0968                          STATION DESCRIPTION
 HT0968
 HT0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0968'AT BERKELEY.
 HT0968'AT BERKELEY, ALAMEDA COUNTY, AT THE INTERSECTION OF CAMELIA STREET
 HT0968'AND SAN PABLO AVENUE, 5 FEET NORTH OF THE CENTER LINE OF CAMELIA
 HT0968'STREET, IN LINE WITH THE EAST CURB OF SAN PABLO AVENUE, IN A
 HT0968'WELL BELOW THE SURFACE OF THE STREET, AND COVERED WITH A CAST-IRON
 HT0968'LID MARKED CITY MONUMENT.  A METAL POINT, SET IN THE TOP OF A
 HT0968'CONCRETE POST.
 HT0968
 HT0968                          STATION RECOVERY (1969)
 HT0968
 HT0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0968'RECOVERED IN GOOD CONDITION.
 HT0968
 HT0968                          STATION RECOVERY (1998)
 HT0968
 HT0968'RECOVERY NOTE BY US POWER SQUADRON 1998
 HT0968'RECOVERED IN GOOD CONDITION.
 HT0968
 HT0968                          STATION RECOVERY (2006)
 HT0968
 HT0968'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HT0968'RECOVERED AT N 37  52.519 W 122  17.638.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5469 ***********************************************************************
 DX5469  DESIGNATION -  460
 DX5469  PID         -  DX5469
 DX5469  STATE/COUNTY-  CA/RIVERSIDE
 DX5469  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX5469
 DX5469                         *CURRENT SURVEY CONTROL
 DX5469  ___________________________________________________________________
 DX5469* NAD 83(1986)-  33 54 39.     (N)    117 25 53.     (W)     SCALED    
 DX5469* NAVD 88     -       261.702  (meters)     858.60   (feet)  ADJUSTED  
 DX5469  ___________________________________________________________________
 DX5469  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DX5469  DYNAMIC HT  -         261.414 (meters)     857.66  (feet)  COMP
 DX5469  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 DX5469
 DX5469  VERT ORDER  -  FIRST     CLASS II
 DX5469
 DX5469.The horizontal coordinates were scaled from a topographic map and have
 DX5469.an estimated accuracy of +/- 6 seconds.
 DX5469
 DX5469.The orthometric height was determined by differential leveling
 DX5469.and adjusted in January 1993.
 DX5469
 DX5469.The geoid height was determined by GEOID03.
 DX5469
 DX5469.The dynamic height is computed by dividing the NAVD 88
 DX5469.geopotential number by the normal gravity value computed on the
 DX5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5469.degrees latitude (g = 980.6199 gals.).
 DX5469
 DX5469.The modeled gravity was interpolated from observed gravity values.
 DX5469
 DX5469;                    North         East    Units  Estimated Accuracy
 DX5469;SPC CA 6     -   694,060.    1,890,750.      MT  (+/- 180 meters Scaled)
 DX5469
 DX5469                          SUPERSEDED SURVEY CONTROL
 DX5469
 DX5469.No superseded survey control is available for this station.
 DX5469
 DX5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT601523(NAD 83)
 DX5469_MARKER: DB = BENCH MARK DISK
 DX5469_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5469_SP_SET: IN TOP OF MANHOLE
 DX5469_STAMPING: BM 460 1992
 DX5469_MARK LOGO: MWDSC 
 DX5469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5469+STABILITY: SURFACE MOTION
 DX5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5469+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5469
 DX5469  HISTORY     - Date     Condition        Report By
 DX5469  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5469
 DX5469                          STATION DESCRIPTION
 DX5469
 DX5469'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5469'AT RIVERSIDE, 118 FEET (36.0 M) EAST ALONG LINCOLN AVENUE FROM THE
 DX5469'INTERSECTION OF LINCOLN AVENUE AND ABRAHAM AVENUE, 41 FEET (12.5 M)
 DX5469'SOUTH OF THE CENTERLINE OF LINCOLN AVENUE, AT STATION 253+97, AT THE
 DX5469'SOUTH EDGE OF A 3 FEET (0.9 M) DIAMETER MWDSC STREET TYPE MANHOLE, A
 DX5469'3-1/4 INCH STANDARD ALUMINUM MWD DISK, SET FLUSH ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5126 ***********************************************************************
 EW5126  DESIGNATION -  4610 TRI CO
 EW5126  PID         -  EW5126
 EW5126  STATE/COUNTY-  CA/VENTURA
 EW5126  USGS QUAD   -  REYES PEAK (1991)
 EW5126
 EW5126                         *CURRENT SURVEY CONTROL
 EW5126  ___________________________________________________________________
 EW5126* NAD 83(1986)-  34 39 52.     (N)    119 22 32.     (W)     SCALED    
 EW5126* NAVD 88     -      1407.184  (meters)    4616.74   (feet)  ADJUSTED  
 EW5126  ___________________________________________________________________
 EW5126  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 EW5126  DYNAMIC HT  -        1405.435 (meters)    4611.00  (feet)  COMP
 EW5126  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 EW5126
 EW5126  VERT ORDER  -  FIRST     CLASS I
 EW5126
 EW5126.The horizontal coordinates were scaled from a topographic map and have
 EW5126.an estimated accuracy of +/- 6 seconds.
 EW5126
 EW5126.The orthometric height was determined by differential leveling
 EW5126.and adjusted in June 1991.
 EW5126.WARNING-Repeat measurements at this control monument indicate possible
 EW5126.vertical movement.
 EW5126
 EW5126.The geoid height was determined by GEOID03.
 EW5126
 EW5126.The dynamic height is computed by dividing the NAVD 88
 EW5126.geopotential number by the normal gravity value computed on the
 EW5126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5126.degrees latitude (g = 980.6199 gals.).
 EW5126
 EW5126.The modeled gravity was interpolated from observed gravity values.
 EW5126
 EW5126;                    North         East    Units  Estimated Accuracy
 EW5126;SPC CA 5     -   630,030.    1,873,930.      MT  (+/- 180 meters Scaled)
 EW5126
 EW5126                          SUPERSEDED SURVEY CONTROL
 EW5126
 EW5126  NGVD 29 (??/??/92) 1406.262  (m)         4613.71   (f) ADJ UNCH    1 1
 EW5126
 EW5126.Superseded values are not recommended for survey control.
 EW5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5126.See file dsdata.txt to determine how the superseded data were derived.
 EW5126
 EW5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU823384(NAD 83)
 EW5126_MARKER: P = PIPE CAP
 EW5126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5126_STAMPING: ELEV 4610.55 TRI CO HIGHWAY
 EW5126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5126
 EW5126  HISTORY     - Date     Condition        Report By
 EW5126  HISTORY     - UNK      MONUMENTED       CA-111
 EW5126  HISTORY     - 1968     GOOD             NGS
 EW5126  HISTORY     - 1977     GOOD             NGS
 EW5126  HISTORY     - 1983     GOOD             USGS
 EW5126
 EW5126                          STATION DESCRIPTION
 EW5126
 EW5126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5126'38.4 MI S FROM MARICOPA.
 EW5126'38.35 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 EW5126'AT MARICOPA, 1.65 MILES NORTH OF THE SUMMIT OF PINE MOUNTAIN,
 EW5126'AT THE WEST EDGE OF A SMALL COVE, IN R24W T7N, SECTION 36, 41
 EW5126'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 143 FEET SOUTHWEST
 EW5126'OF THE SOUTH END OF 18-INCH PIPE CULVERT 44.43, ABOUT LEVEL WITH
 EW5126'THE HIGHWAY, AND ON THE TOP OF A 2-INCH IRON PIPE, 1.2 FEET
 EW5126'SOUTH OF A WITNESS POST.  NOTE-- THIS MARK IS LEANING SLIGHTLY
 EW5126'TO THE SOUTH.  THE ROD WAS HELD ON THE HIGHEST POINT OF THE
 EW5126'MARK.
 EW5126
 EW5126                          STATION RECOVERY (1977)
 EW5126
 EW5126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5126'RECOVERED IN GOOD CONDITION.
 EW5126
 EW5126                          STATION RECOVERY (1983)
 EW5126
 EW5126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5372 ***********************************************************************
 DX5372  DESIGNATION -  463+41 RESET
 DX5372  PID         -  DX5372
 DX5372  STATE/COUNTY-  CA/RIVERSIDE
 DX5372  USGS QUAD   -  WINCHESTER (1979)
 DX5372
 DX5372                         *CURRENT SURVEY CONTROL
 DX5372  ___________________________________________________________________
 DX5372* NAD 83(1986)-  33 43 45.     (N)    117 02 41.     (W)     SCALED    
 DX5372* NAVD 88     -       457.923  (meters)    1502.37   (feet)  ADJUSTED  
 DX5372  ___________________________________________________________________
 DX5372  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX5372  DYNAMIC HT  -         457.398 (meters)    1500.65  (feet)  COMP
 DX5372  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DX5372
 DX5372  VERT ORDER  -  FIRST     CLASS II
 DX5372
 DX5372.The horizontal coordinates were scaled from a topographic map and have
 DX5372.an estimated accuracy of +/- 6 seconds.
 DX5372
 DX5372.The orthometric height was determined by differential leveling
 DX5372.and adjusted in January 1993.
 DX5372
 DX5372.The geoid height was determined by GEOID03.
 DX5372
 DX5372.The dynamic height is computed by dividing the NAVD 88
 DX5372.geopotential number by the normal gravity value computed on the
 DX5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5372.degrees latitude (g = 980.6199 gals.).
 DX5372
 DX5372.The modeled gravity was interpolated from observed gravity values.
 DX5372
 DX5372;                    North         East    Units  Estimated Accuracy
 DX5372;SPC CA 6     -   673,570.    1,926,350.      MT  (+/- 180 meters Scaled)
 DX5372
 DX5372                          SUPERSEDED SURVEY CONTROL
 DX5372
 DX5372.No superseded survey control is available for this station.
 DX5372
 DX5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT958321(NAD 83)
 DX5372_MARKER: DD = SURVEY DISK
 DX5372_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5372_SP_SET: WINGWALL SIPHON
 DX5372_STAMPING: 463+41 RESET
 DX5372_MARK LOGO: USN   
 DX5372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5372+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 DX5372
 DX5372  HISTORY     - Date     Condition        Report By
 DX5372  HISTORY     - 1947     MONUMENTED       USN
 DX5372  HISTORY     - 19920510 GOOD             MWDSC
 DX5372
 DX5372                          STATION DESCRIPTION
 DX5372
 DX5372'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5372'AT THE NORHWEST CORNER OF THE INTERSECTION OF THE SAN DIEGO CANAL AND
 DX5372'STETSON AVE, AT THE INLET SIDE OF THE STETSON AVE SIPHON, 30 FEET
 DX5372'(9.1 M) WEST OF THE CENTERLINE  SAN DIEGO CANAL, 5 FEET (1.5 M)
 DX5372'SOUTHEAST OF THE NORTHWEST END OF WINGWALL, 1.2 FEET (0.4 M) ABOVE
 DX5372'GROUND. SET 1-3/8 INCH BRASS DISK IN CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1518 ***********************************************************************
 LU1518  DESIGNATION -  465 B
 LU1518  PID         -  LU1518
 LU1518  STATE/COUNTY-  CA/HUMBOLDT
 LU1518  USGS QUAD   -  WILLOW CREEK (1979)
 LU1518
 LU1518                         *CURRENT SURVEY CONTROL
 LU1518  ___________________________________________________________________
 LU1518* NAD 83(1986)-  40 56 41.     (N)    123 38 00.     (W)     SCALED    
 LU1518* NAVD 88     -       141.666  (meters)     464.78   (feet)  ADJUSTED  
 LU1518  ___________________________________________________________________
 LU1518  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 LU1518  DYNAMIC HT  -         141.597 (meters)     464.56  (feet)  COMP
 LU1518  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 LU1518
 LU1518  VERT ORDER  -  FIRST     CLASS II
 LU1518
 LU1518.The horizontal coordinates were scaled from a topographic map and have
 LU1518.an estimated accuracy of +/- 6 seconds.
 LU1518
 LU1518.The orthometric height was determined by differential leveling
 LU1518.and adjusted in June 1991.
 LU1518
 LU1518.The geoid height was determined by GEOID03.
 LU1518
 LU1518.The dynamic height is computed by dividing the NAVD 88
 LU1518.geopotential number by the normal gravity value computed on the
 LU1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1518.degrees latitude (g = 980.6199 gals.).
 LU1518
 LU1518.The modeled gravity was interpolated from observed gravity values.
 LU1518
 LU1518;                    North         East    Units  Estimated Accuracy
 LU1518;SPC CA 1     -   680,210.    1,862,490.      MT  (+/- 180 meters Scaled)
 LU1518
 LU1518                          SUPERSEDED SURVEY CONTROL
 LU1518
 LU1518  NGVD 29 (12/02/92)  140.637  (m)          461.41   (f) ADJUSTED    1 2
 LU1518
 LU1518.Superseded values are not recommended for survey control.
 LU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1518.See file dsdata.txt to determine how the superseded data were derived.
 LU1518
 LU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL466328(NAD 83)
 LU1518_MARKER: DD = SURVEY DISK
 LU1518_SETTING: 80 = SET IN A BOULDER
 LU1518_SP_SET: BOULDER
 LU1518_STAMPING: 460.951 B 06
 LU1518_MARK LOGO: USGS  
 LU1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1518+STABILITY: SURFACE MOTION
 LU1518
 LU1518  HISTORY     - Date     Condition        Report By
 LU1518  HISTORY     - UNK      MONUMENTED       USGS
 LU1518  HISTORY     - 1935     GOOD             NGS
 LU1518  HISTORY     - 1987     GOOD             NGS
 LU1518
 LU1518                          STATION DESCRIPTION
 LU1518
 LU1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU1518'AT WILLOW CREEK.
 LU1518'AT WILLOW CREEK, HUMBOLDT COUNTY, ON STATE HIGHWAY 96, AT
 LU1518'HIGHWAY STATION 503+50, ABOUT 160 FEET WEST OF THE WILLOW CREEK
 LU1518'HOTEL, 13 FEET WEST OF AN AAA SIGN HOOPA 12 MILES, 52 FEET
 LU1518'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 59 FEET NORTHWEST
 LU1518'OF A 4-FOOT FIR TREE, AND IN THE TOP OF A ROCK.  A UNITED STATES
 LU1518'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 460.951 B 06.
 LU1518
 LU1518                          STATION RECOVERY (1987)
 LU1518
 LU1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LU1518'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 LU1518'(0.35 MI) NORTH ALONG STATE HIGHWAY 96 FROM THE JUNCTION OF STATE
 LU1518'HIGHWAY 299 IN WILLOW CREEK, IN TOP OF THE NORTH END OF A 3 BY 6 FOOT
 LU1518'BOULDER THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE, 28.2 M
 LU1518'(92.5 FT) NORTH OF THE CENTER OF BRANNAN MOUNTAIN ROAD, AND 8.0 M
 LU1518'(26.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK
 LU1518'HAS BEEN MUTILATED, BUT IS SOLID IN PLACE.
 LU1518'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0178 ***********************************************************************
 DX0178  DESIGNATION -  4658.11 BPR
 DX0178  PID         -  DX0178
 DX0178  STATE/COUNTY-  CA/SAN DIEGO
 DX0178  USGS QUAD   -  JULIAN (1988)
 DX0178
 DX0178                         *CURRENT SURVEY CONTROL
 DX0178  ___________________________________________________________________
 DX0178* NAD 83(1986)-  33 00 38.     (N)    116 33 43.     (W)     SCALED    
 DX0178* NAVD 88     -      1420.221  (meters)    4659.51   (feet)  READJUSTED
 DX0178  ___________________________________________________________________
 DX0178  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DX0178  DYNAMIC HT  -        1418.290 (meters)    4653.17  (feet)  COMP
 DX0178  MODELED GRAV-     979,229.0   (mgal)                       NAVD 88
 DX0178
 DX0178  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0178
 DX0178.The horizontal coordinates were scaled from a topographic map and have
 DX0178.an estimated accuracy of +/- 6 seconds.
 DX0178
 DX0178.The orthometric height was determined by differential leveling
 DX0178.and adjusted in February 1993.
 DX0178.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0178.distribution rate of 0.0 thru 1.0 mm/km.
 DX0178.The height was derived from older observations constrained to new
 DX0178.heights in a crustal motion area.  The height is approximate in
 DX0178.relation to other heights in its vicinity.
 DX0178
 DX0178.The geoid height was determined by GEOID03.
 DX0178
 DX0178.The dynamic height is computed by dividing the NAVD 88
 DX0178.geopotential number by the normal gravity value computed on the
 DX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0178.degrees latitude (g = 980.6199 gals.).
 DX0178
 DX0178.The modeled gravity was interpolated from observed gravity values.
 DX0178
 DX0178;                    North         East    Units  Estimated Accuracy
 DX0178;SPC CA 6     -   593,630.    1,970,850.      MT  (+/- 180 meters Scaled)
 DX0178
 DX0178                          SUPERSEDED SURVEY CONTROL
 DX0178
 DX0178  NGVD 29 (??/??/92) 1419.412  (m)         4656.85   (f) ADJ UNCH    1 1
 DX0178
 DX0178.Superseded values are not recommended for survey control.
 DX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0178.See file dsdata.txt to determine how the superseded data were derived.
 DX0178
 DX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS409525(NAD 83)
 DX0178_MARKER: P = PIPE CAP
 DX0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0178_STAMPING: 1936 4658.11
 DX0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0178+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2007
 DX0178
 DX0178  HISTORY     - Date     Condition        Report By
 DX0178  HISTORY     - 1936     MONUMENTED       BPR
 DX0178  HISTORY     - 1936     GOOD             NGS
 DX0178  HISTORY     - 1969     GOOD             CA-073
 DX0178  HISTORY     - 1978     GOOD             NGS
 DX0178  HISTORY     - 20050605 GOOD             USPSQD
 DX0178  HISTORY     - 20070203 GOOD             USPSQD
 DX0178
 DX0178                          STATION DESCRIPTION
 DX0178
 DX0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 DX0178'AT JULIAN.
 DX0178'105 FT NW CENTER OF INTERSECTION CO RD AND STATE HWY 79 TOP
 DX0178'2 IN IP BRONZE CAP STAMPED US DEPT OF AGRICULTURE BUREAU OF
 DX0178'PUBLIC ROADS 1936 4658.11.  SET STEEL FENCEPOST MARKER NEARBY.
 DX0178
 DX0178                          STATION RECOVERY (1969)
 DX0178
 DX0178'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DX0178'RECOVERED IN GOOD CONDITION.
 DX0178
 DX0178                          STATION RECOVERY (1978)
 DX0178
 DX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0178'RECOVERED IN GOOD CONDITION.
 DX0178
 DX0178                          STATION RECOVERY (2005)
 DX0178
 DX0178'RECOVERY NOTE BY US POWER SQUADRON 2005 (EBS)
 DX0178'NO STEEL FENCEPOST MARKER FOUND
 DX0178
 DX0178                          STATION RECOVERY (2007)
 DX0178
 DX0178'RECOVERY NOTE BY US POWER SQUADRON 2007 (EBS)
 DX0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0245 ***********************************************************************
 FV0245  DESIGNATION -  466 B USGS
 FV0245  PID         -  FV0245
 FV0245  STATE/COUNTY-  CA/MONTEREY
 FV0245  USGS QUAD   -  HAMES VALLEY (1978)
 FV0245
 FV0245                         *CURRENT SURVEY CONTROL
 FV0245  ___________________________________________________________________
 FV0245* NAD 83(1986)-  35 58 42.     (N)    120 52 39.     (W)     SCALED    
 FV0245* NAVD 88     -       142.81   (+/-2cm)     468.5    (feet)  VERTCON   
 FV0245  ___________________________________________________________________
 FV0245  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 FV0245  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0245
 FV0245.The horizontal coordinates were scaled from a topographic map and have
 FV0245.an estimated accuracy of +/- 6 seconds.
 FV0245
 FV0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0245.The vertical order pertains to the NGVD 29 superseded value.
 FV0245
 FV0245.The geoid height was determined by GEOID03.
 FV0245
 FV0245;                    North         East    Units  Estimated Accuracy
 FV0245;SPC CA 4     -   573,230.    1,830,680.      MT  (+/- 180 meters Scaled)
 FV0245
 FV0245                          SUPERSEDED SURVEY CONTROL
 FV0245
 FV0245  NGVD 29 (??/??/92)  141.844  (m)          465.37   (f) ADJ UNCH    1 2
 FV0245
 FV0245.Superseded values are not recommended for survey control.
 FV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0245.See file dsdata.txt to determine how the superseded data were derived.
 FV0245
 FV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE913836(NAD 83)
 FV0245_MARKER: DD = SURVEY DISK
 FV0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0245_SP_SET: CULVERT
 FV0245_STAMPING: 466 B
 FV0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0245
 FV0245  HISTORY     - Date     Condition        Report By
 FV0245  HISTORY     - UNK      MONUMENTED       USGS
 FV0245  HISTORY     - 1933     GOOD             NGS
 FV0245  HISTORY     - 1968     MARK NOT FOUND   NGS
 FV0245
 FV0245                          STATION DESCRIPTION
 FV0245
 FV0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FV0245'3 MI SE FROM SAN ARDO.
 FV0245'3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0245'FROM SAN ARDO, MONTEREY COUNTY, AT MILEPOST 186, AT A CULVERT
 FV0245'UNDER THE TRACK, IN THE TOP OF THE EAST HEADWALL, AND EAST OF THE
 FV0245'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FV0245'466 B.
 FV0245
 FV0245                          STATION RECOVERY (1968)
 FV0245
 FV0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FV0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0528 ***********************************************************************
 DC0528  DESIGNATION -  466.6 USGS
 DC0528  PID         -  DC0528
 DC0528  STATE/COUNTY-  CA/SAN DIEGO
 DC0528  USGS QUAD   -  EL CAJON (1975)
 DC0528
 DC0528                         *CURRENT SURVEY CONTROL
 DC0528  ___________________________________________________________________
 DC0528* NAD 83(1986)-  32 50 24.     (N)    116 54 48.     (W)     SCALED    
 DC0528* NAVD 88     -       142.88   (+/-2cm)     468.8    (feet)  VERTCON   
 DC0528  ___________________________________________________________________
 DC0528  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DC0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0528
 DC0528.The horizontal coordinates were scaled from a topographic map and have
 DC0528.an estimated accuracy of +/- 6 seconds.
 DC0528
 DC0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0528.The vertical order pertains to the NGVD 29 superseded value.
 DC0528
 DC0528.The geoid height was determined by GEOID03.
 DC0528
 DC0528;                    North         East    Units  Estimated Accuracy
 DC0528;SPC CA 6     -   574,870.    1,937,900.      MT  (+/- 180 meters Scaled)
 DC0528
 DC0528                          SUPERSEDED SURVEY CONTROL
 DC0528
 DC0528  NGVD 29 (??/??/??)  142.259  (m)          466.73   (f) ADJUSTED    2 0
 DC0528
 DC0528.Superseded values are not recommended for survey control.
 DC0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0528.See file dsdata.txt to determine how the superseded data were derived.
 DC0528
 DC0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS081335(NAD 83)
 DC0528_MARKER: Q = CHISELED SQUARE
 DC0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0528_SP_SET: BRIDGE ABUTMENT
 DC0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0528
 DC0528  HISTORY     - Date     Condition        Report By
 DC0528  HISTORY     - UNK      MONUMENTED       USGS
 DC0528  HISTORY     - 1944     GOOD             NGS
 DC0528
 DC0528                          STATION DESCRIPTION
 DC0528
 DC0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0528'1.5 MI S FROM LAKESIDE.
 DC0528'ALONG THE LAKESIDE-GLENVIEW PAVED ROAD, 1.5 MILES SOUTH OF THE
 DC0528'BANK BUILDING AT LAKESIDE, ON THE TOP OF THE NORTHWEST WINGWALL
 DC0528'OF NORTH ABUTMENT OF THE BRIDGE OVER A SMALL STREAM, ABOUT 250.0
 DC0528'FEET SOUTH OF THE SOUTH END OF CUT AND THE JUNCTION OF A DIRT
 DC0528'ROAD LEADING EAST, 23.4 FEET WEST OF THE CENTERLINE OF THE
 DC0528'HIGHWAY, 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE WINGWALL,
 DC0528'A 1-INCH BY 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0112 ***********************************************************************
 LT0112  DESIGNATION -  4671.74 CAHD
 LT0112  PID         -  LT0112
 LT0112  STATE/COUNTY-  CA/LASSEN
 LT0112  USGS QUAD   -  ROOP MOUNTAIN (1995)
 LT0112
 LT0112                         *CURRENT SURVEY CONTROL
 LT0112  ___________________________________________________________________
 LT0112* NAD 83(1986)-  40 23 49.     (N)    120 46 56.     (W)     SCALED    
 LT0112* NAVD 88     -      1423.89   (+/-2cm)    4671.5    (feet)  VERTCON   
 LT0112  ___________________________________________________________________
 LT0112  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 LT0112  VERT ORDER  -  ? (See Below)
 LT0112
 LT0112.The horizontal coordinates were scaled from a topographic map and have
 LT0112.an estimated accuracy of +/- 6 seconds.
 LT0112
 LT0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0112.The vertical order pertains to the NGVD 29 superseded value.
 LT0112
 LT0112.The geoid height was determined by GEOID03.
 LT0112
 LT0112;                    North         East    Units  Estimated Accuracy
 LT0112;SPC CA 1     -   618,820.    2,103,380.      MT  (+/- 180 meters Scaled)
 LT0112
 LT0112                          SUPERSEDED SURVEY CONTROL
 LT0112
 LT0112  NGVD 29 (??/??/??) 1422.842  (m)         4668.11   (f) ADJUSTED    ?  
 LT0112
 LT0112.Superseded values are not recommended for survey control.
 LT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0112.See file dsdata.txt to determine how the superseded data were derived.
 LT0112
 LT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK882741(NAD 83)
 LT0112_MARKER: S = SPIKE
 LT0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0112_SP_SET: PINE TREE
 LT0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0112
 LT0112  HISTORY     - Date     Condition        Report By
 LT0112  HISTORY     - UNK      MONUMENTED       CADH
 LT0112  HISTORY     - 1934     GOOD             NGS
 LT0112
 LT0112                          STATION DESCRIPTION
 LT0112
 LT0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0112'7.1 MI SW FROM SUSANVILLE.
 LT0112'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM SUSANVILLE, LASSEN
 LT0112'COUNTY, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE
 LT0112'OVER SUSAN RIVER, 53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LT0112'AND IN THE SOUTH SIDE OF A 3-FOOT YELLOW PINE TREE.  A TRACK SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0643 ***********************************************************************
 JS0643  DESIGNATION -  4688
 JS0643  PID         -  JS0643
 JS0643  STATE/COUNTY-  CA/PLACER
 JS0643  USGS QUAD   -  DEVIL PEAK (1973)
 JS0643
 JS0643                         *CURRENT SURVEY CONTROL
 JS0643  ___________________________________________________________________
 JS0643* NAD 83(1986)-  38 59 47.     (N)    120 36 33.     (W)     SCALED    
 JS0643* NAVD 88     -      1429.92   (+/-2cm)    4691.3    (feet)  VERTCON   
 JS0643  ___________________________________________________________________
 JS0643  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 JS0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0643
 JS0643.The horizontal coordinates were scaled from a topographic map and have
 JS0643.an estimated accuracy of +/- 6 seconds.
 JS0643
 JS0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0643.The vertical order pertains to the NGVD 29 superseded value.
 JS0643
 JS0643.The geoid height was determined by GEOID03.
 JS0643
 JS0643;                    North         East    Units  Estimated Accuracy
 JS0643;SPC CA 2     -   648,530.    2,120,470.      MT  (+/- 180 meters Scaled)
 JS0643
 JS0643                          SUPERSEDED SURVEY CONTROL
 JS0643
 JS0643  NGVD 29 (??/??/92) 1428.975  (m)         4688.23   (f) ADJ UNCH    2 0
 JS0643
 JS0643.Superseded values are not recommended for survey control.
 JS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0643.See file dsdata.txt to determine how the superseded data were derived.
 JS0643
 JS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ070190(NAD 83)
 JS0643_MARKER: N = NAIL
 JS0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0643_SP_SET: OAK TREE ROOT
 JS0643_MARK LOGO: USFS  
 JS0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0643
 JS0643  HISTORY     - Date     Condition        Report By
 JS0643  HISTORY     - UNK      MONUMENTED       USFS
 JS0643  HISTORY     - 1952     GOOD             CGS
 JS0643
 JS0643                          STATION DESCRIPTION
 JS0643
 JS0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JS0643'29.1 MI NE FROM GEORGETOWN.
 JS0643'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 JS0643'POST OFFICE AT GEORGETOWN, THENCE 20.5 MILES NORTHEAST ALONG THE
 JS0643'RALSTON RIDGE ROAD, IN THE TOP OF A CUT OUT PLACE OF THE ROOT OF
 JS0643'A LARGE OAK TREE, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE
 JS0643'ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED WITH THE
 JS0643'WHITE PAINTED LETTERS AND NUMBERS USFS 4688 B M ON THE SIDE OF
 JS0643'THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4220 ***********************************************************************
 GU4220  DESIGNATION -  469.60=300
 GU4220  PID         -  GU4220
 GU4220  STATE/COUNTY-  CA/SANTA CRUZ
 GU4220  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4220
 GU4220                         *CURRENT SURVEY CONTROL
 GU4220  ___________________________________________________________________
 GU4220* NAD 83(1986)-  36 59 40.     (N)    121 48 58.     (W)     SCALED    
 GU4220* NAVD 88     -       144.274  (meters)     473.34   (feet)  ADJUSTED  
 GU4220  ___________________________________________________________________
 GU4220  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 GU4220  DYNAMIC HT  -         144.163 (meters)     472.97  (feet)  COMP
 GU4220  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 GU4220
 GU4220  VERT ORDER  -  FIRST     CLASS II
 GU4220
 GU4220.The horizontal coordinates were scaled from a topographic map and have
 GU4220.an estimated accuracy of +/- 6 seconds.
 GU4220
 GU4220.The orthometric height was determined by differential leveling
 GU4220.and adjusted in February 1993.
 GU4220
 GU4220.The geoid height was determined by GEOID03.
 GU4220
 GU4220.The dynamic height is computed by dividing the NAVD 88
 GU4220.geopotential number by the normal gravity value computed on the
 GU4220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4220.degrees latitude (g = 980.6199 gals.).
 GU4220
 GU4220.The modeled gravity was interpolated from observed gravity values.
 GU4220
 GU4220;                    North         East    Units  Estimated Accuracy
 GU4220;SPC CA 3     -   555,700.    1,882,840.      MT  (+/- 180 meters Scaled)
 GU4220
 GU4220                          SUPERSEDED SURVEY CONTROL
 GU4220
 GU4220  NGVD 29 (10/21/93)  143.438  (m)          470.60   (f) ADJUSTED    1 2
 GU4220
 GU4220.Superseded values are not recommended for survey control.
 GU4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4220.See file dsdata.txt to determine how the superseded data were derived.
 GU4220
 GU4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF053949(NAD 83)
 GU4220_MARKER: DD = SURVEY DISK
 GU4220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU4220_SP_SET: HEADWALL
 GU4220_STAMPING: CH3 469.60
 GU4220_MARK LOGO: CA-087
 GU4220_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4220+STABILITY: SURFACE MOTION
 GU4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4220+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 GU4220
 GU4220  HISTORY     - Date     Condition        Report By
 GU4220  HISTORY     - UNK      MONUMENTED       CA-087
 GU4220  HISTORY     - 19900420 GOOD             NGS
 GU4220
 GU4220                          STATION DESCRIPTION
 GU4220
 GU4220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4220'1.16 KM (0.72 MI) WESTERLY ALONG HAMES ROAD FROM ITS JUNCTION WITH
 GU4220'BROWNS VALLEY - CORRALITOS - AND EUREKA CANYON ROADS IN CORRALITOS,
 GU4220'IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF A CATCH BASIN
 GU4220'HEADWALL, 17.9 M (58.7 FT) WEST OF THE EXTENDED CENTER OF A ROAD
 GU4220'LEADING TO A LARGE WATER TANK, 7.6 M (24.9 FT) NORTH OF THE
 GU4220'CENTERLINE OF HAMES ROAD, 6.4 M (21.0 FT) WEST OF THE CENTER OF A
 GU4220'ROAD LEADING NORTHERLY, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 GU4220'ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0032 ***********************************************************************
 KS0032  DESIGNATION -  4694.4
 KS0032  PID         -  KS0032
 KS0032  STATE/COUNTY-  CA/SIERRA
 KS0032  USGS QUAD   -  SATTLEY (1981)
 KS0032
 KS0032                         *CURRENT SURVEY CONTROL
 KS0032  ___________________________________________________________________
 KS0032* NAD 83(1986)-  39 36 09.     (N)    120 25 13.     (W)     SCALED    
 KS0032* NAVD 88     -      1509.501  (meters)    4952.42   (feet)  ADJUSTED  
 KS0032  ___________________________________________________________________
 KS0032  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 KS0032  DYNAMIC HT  -        1508.136 (meters)    4947.94  (feet)  COMP
 KS0032  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 KS0032
 KS0032  VERT ORDER  -  SECOND    CLASS 0
 KS0032
 KS0032.The horizontal coordinates were scaled from a topographic map and have
 KS0032.an estimated accuracy of +/- 6 seconds.
 KS0032
 KS0032.The orthometric height was determined by differential leveling
 KS0032.and adjusted in June 1991.
 KS0032
 KS0032.The geoid height was determined by GEOID03.
 KS0032
 KS0032.The dynamic height is computed by dividing the NAVD 88
 KS0032.geopotential number by the normal gravity value computed on the
 KS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0032.degrees latitude (g = 980.6199 gals.).
 KS0032
 KS0032.The modeled gravity was interpolated from observed gravity values.
 KS0032
 KS0032;                    North         East    Units  Estimated Accuracy
 KS0032;SPC CA 2     -   716,070.    2,135,670.      MT  (+/- 180 meters Scaled)
 KS0032
 KS0032                          SUPERSEDED SURVEY CONTROL
 KS0032
 KS0032  NGVD 29 (??/??/??) 1508.393  (m)         4948.79   (f) ADJUSTED    2 0
 KS0032
 KS0032.Superseded values are not recommended for survey control.
 KS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0032.See file dsdata.txt to determine how the superseded data were derived.
 KS0032
 KS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ214868(NAD 83)
 KS0032_MARKER: N = NAIL
 KS0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0032_SP_SET: TREE
 KS0032_MARK LOGO: USGS  
 KS0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0032
 KS0032  HISTORY     - Date     Condition        Report By
 KS0032  HISTORY     - UNK      MONUMENTED       USGS
 KS0032  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0032
 KS0032                          STATION DESCRIPTION
 KS0032
 KS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0032'0.9 MI S FROM SATTLEY.
 KS0032'0.9 MILE SOUTH ALONG STATE HIGHWAY 89 FROM SATTLEY, SIERRA COUNTY,
 KS0032'AT THE WEST EDGE OF A PROMINENT ANGLE IN THE HIGHWAY, AND IN THE
 KS0032'NORTHEAST ROOT OF A 48-INCH PINE TREE, MARKED U.S. 4949.4 B.M.
 KS0032'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0261 ***********************************************************************
 LT0261  DESIGNATION -  4695.87 BPR
 LT0261  PID         -  LT0261
 LT0261  STATE/COUNTY-  CA/TEHAMA
 LT0261  USGS QUAD   -  CHILDS MEADOWS (1995)
 LT0261
 LT0261                         *CURRENT SURVEY CONTROL
 LT0261  ___________________________________________________________________
 LT0261* NAD 83(1986)-  40 19 13.     (N)    121 27 30.     (W)     SCALED    
 LT0261* NAVD 88     -      1465.062  (meters)    4806.62   (feet)  ADJUSTED  
 LT0261  ___________________________________________________________________
 LT0261  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0261  DYNAMIC HT  -        1463.878 (meters)    4802.74  (feet)  COMP
 LT0261  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 LT0261
 LT0261  VERT ORDER  -  SECOND    CLASS 0
 LT0261
 LT0261.The horizontal coordinates were scaled from a topographic map and have
 LT0261.an estimated accuracy of +/- 6 seconds.
 LT0261
 LT0261.The orthometric height was determined by differential leveling
 LT0261.and adjusted in June 1991.
 LT0261
 LT0261.The geoid height was determined by GEOID03.
 LT0261
 LT0261.The dynamic height is computed by dividing the NAVD 88
 LT0261.geopotential number by the normal gravity value computed on the
 LT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0261.degrees latitude (g = 980.6199 gals.).
 LT0261
 LT0261.The modeled gravity was interpolated from observed gravity values.
 LT0261
 LT0261;                    North         East    Units  Estimated Accuracy
 LT0261;SPC CA 1     -   609,730.    2,046,040.      MT  (+/- 180 meters Scaled)
 LT0261
 LT0261                          SUPERSEDED SURVEY CONTROL
 LT0261
 LT0261  NGVD 29 (??/??/??) 1464.023  (m)         4803.22   (f) ADJUSTED    2 0
 LT0261
 LT0261.Superseded values are not recommended for survey control.
 LT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0261.See file dsdata.txt to determine how the superseded data were derived.
 LT0261
 LT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK309644(NAD 83)
 LT0261_MARKER: P = PIPE CAP
 LT0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0261_STAMPING: 4695.87
 LT0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0261
 LT0261  HISTORY     - Date     Condition        Report By
 LT0261  HISTORY     - UNK      MONUMENTED       BPR
 LT0261  HISTORY     - 1959     GOOD             NGS
 LT0261  HISTORY     - 19990815 GOOD             USPSQD
 LT0261  HISTORY     - 19990816 GOOD             USPSQD
 LT0261
 LT0261                          STATION DESCRIPTION
 LT0261
 LT0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LT0261'13.7 MI SE FROM MINERAL.
 LT0261'13.7 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0261'COUNTY, ABOUT 100 FEET WEST OF A 6- BY 6-FOOT CULVERT, OPPOSITE
 LT0261'A GRAVEL PILE, AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LT0261'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 LT0261'STAMPED 4695.87 AND RIVETED ON THE TOP OF AN IRON PIPE.
 LT0261
 LT0261                          STATION RECOVERY (1999)
 LT0261
 LT0261'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0261'RECOVERED IN GOOD CONDITION.
 LT0261
 LT0261                          STATION RECOVERY (1999)
 LT0261
 LT0261'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1928 ***********************************************************************
 DX1928  DESIGNATION -  47
 DX1928  PID         -  DX1928
 DX1928  STATE/COUNTY-  CA/ORANGE
 DX1928  USGS QUAD   -  TUSTIN (1981)
 DX1928
 DX1928                         *CURRENT SURVEY CONTROL
 DX1928  ___________________________________________________________________
 DX1928* NAD 83(1986)-  33 42 50.     (N)    117 52 05.     (W)     SCALED    
 DX1928* NAVD 88     -        15.25   (+/-2cm)      50.0    (feet)  VERTCON   
 DX1928  ___________________________________________________________________
 DX1928  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1928  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1928
 DX1928.The horizontal coordinates were scaled from a topographic map and have
 DX1928.an estimated accuracy of +/- 6 seconds.
 DX1928
 DX1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1928.The vertical order pertains to the NGVD 29 superseded value.
 DX1928
 DX1928.The geoid height was determined by GEOID03.
 DX1928
 DX1928;                    North         East    Units  Estimated Accuracy
 DX1928;SPC CA 6     -   672,760.    1,850,030.      MT  (+/- 180 meters Scaled)
 DX1928
 DX1928                          SUPERSEDED SURVEY CONTROL
 DX1928
 DX1928  NGVD 29 (??/??/??)   14.550  (m)           47.74   (f) ADJUSTED    1 2
 DX1928
 DX1928.Superseded values are not recommended for survey control.
 DX1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1928.See file dsdata.txt to determine how the superseded data were derived.
 DX1928
 DX1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT195307(NAD 83)
 DX1928_MARKER: DD = SURVEY DISK
 DX1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1928+STABILITY: SURFACE MOTION
 DX1928
 DX1928  HISTORY     - Date     Condition        Report By
 DX1928  HISTORY     - UNK      MONUMENTED       CA3420
 DX1928  HISTORY     - 1955     GOOD             NGS
 DX1928  HISTORY     - 1969     GOOD             CA-059
 DX1928  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1928
 DX1928                          STATION DESCRIPTION
 DX1928
 DX1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1928'AT SANTA ANA.
 DX1928'AT SANTA ANA, 0.3 MILE NORTH ALONG SOUTH MAIN STREET FROM THE
 DX1928'SOUTH CITY LIMITS, AT THE CENTER OF THE T JUNCTION OF EAST
 DX1928'CENTRAL AVENUE, 56 FEET SOUTHWEST OF FIRE HYDRANT 4, AND SET
 DX1928'IN CONCRETE ABOUT 1 1/2 FEET BELOW THE SURFACE OF THE PAVEMENT,
 DX1928'ACCESS TO WHICH IS HAD THROUGH A 6-INCH TILE PIPE WITH AN
 DX1928'8-INCH METAL COVER MARKED MON.
 DX1928
 DX1928                          STATION RECOVERY (1969)
 DX1928
 DX1928'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1928'RECOVERED IN GOOD CONDITION.
 DX1928
 DX1928                          STATION RECOVERY (1977)
 DX1928
 DX1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1928'NOT RECOVERED, DESCRIBED LOCATION HAS BEEN COVERED BY NEW LAYER OF
 DX1928'ASPHALT SUCH THAT ACCESS COVER IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1577 ***********************************************************************
 JT1577  DESIGNATION -  47 1
 JT1577  PID         -  JT1577
 JT1577  STATE/COUNTY-  CA/NAPA
 JT1577  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1577
 JT1577                         *CURRENT SURVEY CONTROL
 JT1577  ___________________________________________________________________
 JT1577* NAD 83(1986)-  38 12 39.     (N)    122 18 45.     (W)     SCALED    
 JT1577* NAVD 88     -         0.56   (+/-2cm)       1.8    (feet)  VERTCON   
 JT1577  ___________________________________________________________________
 JT1577  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT1577  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1577
 JT1577.The horizontal coordinates were scaled from a topographic map and have
 JT1577.an estimated accuracy of +/- 6 seconds.
 JT1577
 JT1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1577.The vertical order pertains to the NGVD 29 superseded value.
 JT1577
 JT1577.The geoid height was determined by GEOID03.
 JT1577
 JT1577;                    North         East    Units  Estimated Accuracy
 JT1577;SPC CA 2     -   560,450.    1,972,630.      MT  (+/- 180 meters Scaled)
 JT1577
 JT1577                          SUPERSEDED SURVEY CONTROL
 JT1577
 JT1577  NGVD 29 (??/??/92)   -0.153  (m)           -0.50   (f) ADJ UNCH    1 1
 JT1577
 JT1577.Superseded values are not recommended for survey control.
 JT1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1577.See file dsdata.txt to determine how the superseded data were derived.
 JT1577
 JT1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH601294(NAD 83)
 JT1577_MARKER: DD = SURVEY DISK
 JT1577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1577_SP_SET: COPPER-CLAD STEEL ROD
 JT1577_STAMPING: 47 1
 JT1577_MARK LOGO: CA2330
 JT1577_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1577
 JT1577  HISTORY     - Date     Condition        Report By
 JT1577  HISTORY     - 1972     MONUMENTED       CA2330
 JT1577
 JT1577                          STATION DESCRIPTION
 JT1577
 JT1577'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1577'0.3 MI (0.5 KM) WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 JT1577'THE CENTER OF THE BRAZOS DRAWBRIDGE OVER THE NAPA RIVER, 923 FT
 JT1577'(281.3 M) WEST OF CENTERLINE OF MILTON ROAD, 28 FT (8.5 M) NORTH OF
 JT1577'CENTERLINE OF RAILS, 3.5 FT (1.1 M) WEST OF 2 INCH PIPE WITNESS POST,
 JT1577'4.5 FT (1.4 M) BELOW TOP OF RAILS, 0.9 FT (0.3 M) BELOW TOP OF 10
 JT1577'INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND, WITH THE WORD
 JT1577'MONUMENT CAST IN THE COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD
 JT1577'STEEL ROD DRIVEN TO REFUSAL AT 75 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1938 ***********************************************************************
 EW1938  DESIGNATION -  47 1 B LA CO
 EW1938  PID         -  EW1938
 EW1938  STATE/COUNTY-  CA/LOS ANGELES
 EW1938  USGS QUAD   -  PASADENA (1994)
 EW1938
 EW1938                         *CURRENT SURVEY CONTROL
 EW1938  ___________________________________________________________________
 EW1938* NAD 83(1986)-  34 11 39.     (N)    118 10 02.     (W)     SCALED    
 EW1938* NAVD 88     -       356.48   (+/-2cm)    1169.6    (feet)  VERTCON   
 EW1938  ___________________________________________________________________
 EW1938  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EW1938  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1938
 EW1938.The horizontal coordinates were scaled from a topographic map and have
 EW1938.an estimated accuracy of +/- 6 seconds.
 EW1938
 EW1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1938.The vertical order pertains to the NGVD 29 superseded value.
 EW1938
 EW1938.The geoid height was determined by GEOID03.
 EW1938
 EW1938;                    North         East    Units  Estimated Accuracy
 EW1938;SPC CA 5     -   577,010.    1,984,590.      MT  (+/- 180 meters Scaled)
 EW1938
 EW1938                          SUPERSEDED SURVEY CONTROL
 EW1938
 EW1938  NGVD 29 (??/??/92)  355.682  (m)         1166.93   (f) ADJ UNCH    1 1
 EW1938
 EW1938.Superseded values are not recommended for survey control.
 EW1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1938.See file dsdata.txt to determine how the superseded data were derived.
 EW1938
 EW1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT924843(NAD 83)
 EW1938_MARKER: S = SPIKE
 EW1938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1938_SP_SET: CURB
 EW1938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1938
 EW1938  HISTORY     - Date     Condition        Report By
 EW1938  HISTORY     - UNK      MONUMENTED       CA-037
 EW1938  HISTORY     - 1960     GOOD             CA-037
 EW1938
 EW1938                          STATION DESCRIPTION
 EW1938
 EW1938'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1960
 EW1938'AT ALTADENA.
 EW1938'ALTADENA, EAST OF THE NORTH END OF THE DEVILS GATE RESERVOIR,
 EW1938'VENTURA STREET AND STERLING PLACE, AT THE NORTHWEST CORNER,
 EW1938'SET IN THE WESTERLY CURB OF STERLING PLACE 5.7 FEET NORTHERLY
 EW1938'OF THE SOUTH END OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1940 ***********************************************************************
 EW1940  DESIGNATION -  47 1 C LA CO
 EW1940  PID         -  EW1940
 EW1940  STATE/COUNTY-  CA/LOS ANGELES
 EW1940  USGS QUAD   -  PASADENA (1994)
 EW1940
 EW1940                         *CURRENT SURVEY CONTROL
 EW1940  ___________________________________________________________________
 EW1940* NAD 83(1986)-  34 11 40.     (N)    118 10 04.     (W)     SCALED    
 EW1940* NAVD 88     -       355.37   (+/-2cm)    1165.9    (feet)  VERTCON   
 EW1940  ___________________________________________________________________
 EW1940  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EW1940  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1940
 EW1940.The horizontal coordinates were scaled from a topographic map and have
 EW1940.an estimated accuracy of +/- 6 seconds.
 EW1940
 EW1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1940.The vertical order pertains to the NGVD 29 superseded value.
 EW1940
 EW1940.The geoid height was determined by GEOID03.
 EW1940
 EW1940;                    North         East    Units  Estimated Accuracy
 EW1940;SPC CA 5     -   577,040.    1,984,540.      MT  (+/- 180 meters Scaled)
 EW1940
 EW1940                          SUPERSEDED SURVEY CONTROL
 EW1940
 EW1940  NGVD 29 (??/??/92)  354.565  (m)         1163.27   (f) ADJ UNCH    1 1
 EW1940
 EW1940.Superseded values are not recommended for survey control.
 EW1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1940.See file dsdata.txt to determine how the superseded data were derived.
 EW1940
 EW1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT924843(NAD 83)
 EW1940_MARKER: DD = SURVEY DISK
 EW1940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1940_SP_SET: WALL
 EW1940_STAMPING: BM 47-1 C 197J RE 5869
 EW1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1940
 EW1940  HISTORY     - Date     Condition        Report By
 EW1940  HISTORY     - 1971     MONUMENTED       CA-037
 EW1940
 EW1940                          STATION DESCRIPTION
 EW1940
 EW1940'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW1940'AT ALTADENA.
 EW1940'ALTADINA, EAST OF NORTH END OF DEVILS GATE RESERVOIR, VERTURA
 EW1940'ST AND WINDSOR AVE SW CORNER, ABOUT 20 FT W OF THE CENTERLINE
 EW1940'OF WINDSOR AVE, 37 FT S OF THE CENTERLINE PRODUCED OF VENTURA
 EW1940'ST, 1 FT N OF THE S END OF A CONCRETE RETAINING WALL CEMENTED
 EW1940'FLUSH INTO CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2002 ***********************************************************************
 EW2002  DESIGNATION -  47 10 A LA CO
 EW2002  PID         -  EW2002
 EW2002  STATE/COUNTY-  CA/LOS ANGELES
 EW2002  USGS QUAD   -  PASADENA (1994)
 EW2002
 EW2002                         *CURRENT SURVEY CONTROL
 EW2002  ___________________________________________________________________
 EW2002* NAD 83(1986)-  34 13 02.     (N)    118 13 39.     (W)     SCALED    
 EW2002* NAVD 88     -       457.868  (meters)    1502.19   (feet)  READJUSTED
 EW2002  ___________________________________________________________________
 EW2002  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EW2002  DYNAMIC HT  -         457.360 (meters)    1500.52  (feet)  COMP
 EW2002  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 EW2002
 EW2002  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW2002
 EW2002.The horizontal coordinates were scaled from a topographic map and have
 EW2002.an estimated accuracy of +/- 6 seconds.
 EW2002
 EW2002.The orthometric height was determined by differential leveling
 EW2002.and adjusted in September 2004.
 EW2002.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW2002.distribution rate of 2.1 thru 3.0 mm/km.
 EW2002.The height was derived from older observations constrained to new
 EW2002.heights in a crustal motion area.  The height is approximate in
 EW2002.relation to other heights in its vicinity.
 EW2002
 EW2002.The geoid height was determined by GEOID03.
 EW2002
 EW2002.The dynamic height is computed by dividing the NAVD 88
 EW2002.geopotential number by the normal gravity value computed on the
 EW2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2002.degrees latitude (g = 980.6199 gals.).
 EW2002
 EW2002.The modeled gravity was interpolated from observed gravity values.
 EW2002
 EW2002;                    North         East    Units  Estimated Accuracy
 EW2002;SPC CA 5     -   579,580.    1,979,040.      MT  (+/- 180 meters Scaled)
 EW2002
 EW2002                          SUPERSEDED SURVEY CONTROL
 EW2002
 EW2002  NGVD 29 (??/??/92)  456.787  (m)         1498.64   (f) ADJ UNCH    1 1
 EW2002
 EW2002.Superseded values are not recommended for survey control.
 EW2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2002.See file dsdata.txt to determine how the superseded data were derived.
 EW2002
 EW2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT869869(NAD 83)
 EW2002_MARKER: N = NAIL
 EW2002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2002_SP_SET: CURB
 EW2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2002
 EW2002  HISTORY     - Date     Condition        Report By
 EW2002  HISTORY     - UNK      MONUMENTED       CA-037
 EW2002  HISTORY     - 1966     GOOD             CA-037
 EW2002
 EW2002                          STATION DESCRIPTION
 EW2002
 EW2002'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW2002'3.5 MI NW FROM LA CRESCENTA.
 EW2002'FOOTHILL BOULEVARD AND OCEAN VIEW BOULEVARD AT THE NORTHWEST
 EW2002'CORNER, SET IN THE CURB AT THE NORTHWEST END OF THE CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2001 ***********************************************************************
 EW2001  DESIGNATION -  47 10 LA CO
 EW2001  PID         -  EW2001
 EW2001  STATE/COUNTY-  CA/LOS ANGELES
 EW2001  USGS QUAD   -  PASADENA (1994)
 EW2001
 EW2001                         *CURRENT SURVEY CONTROL
 EW2001  ___________________________________________________________________
 EW2001* NAD 83(1986)-  34 12 51.     (N)    118 13 10.     (W)     SCALED    
 EW2001* NAVD 88     -       465.019  (meters)    1525.65   (feet)  READJUSTED
 EW2001  ___________________________________________________________________
 EW2001  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EW2001  DYNAMIC HT  -         464.510 (meters)    1523.98  (feet)  COMP
 EW2001  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 EW2001
 EW2001  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2001
 EW2001.The horizontal coordinates were scaled from a topographic map and have
 EW2001.an estimated accuracy of +/- 6 seconds.
 EW2001
 EW2001.The orthometric height was determined by differential leveling
 EW2001.and adjusted in February 1993.
 EW2001.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2001.distribution rate of 0.0 thru 1.0 mm/km.
 EW2001.The height was derived from older observations constrained to new
 EW2001.heights in a crustal motion area.  The height is approximate in
 EW2001.relation to other heights in its vicinity.
 EW2001
 EW2001.The geoid height was determined by GEOID03.
 EW2001
 EW2001.The dynamic height is computed by dividing the NAVD 88
 EW2001.geopotential number by the normal gravity value computed on the
 EW2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2001.degrees latitude (g = 980.6199 gals.).
 EW2001
 EW2001.The modeled gravity was interpolated from observed gravity values.
 EW2001
 EW2001;                    North         East    Units  Estimated Accuracy
 EW2001;SPC CA 5     -   579,240.    1,979,780.      MT  (+/- 180 meters Scaled)
 EW2001
 EW2001                          SUPERSEDED SURVEY CONTROL
 EW2001
 EW2001  NGVD 29 (??/??/92)  464.203  (m)         1522.97   (f) ADJ UNCH    1 1
 EW2001
 EW2001.Superseded values are not recommended for survey control.
 EW2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2001.See file dsdata.txt to determine how the superseded data were derived.
 EW2001
 EW2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT876865(NAD 83)
 EW2001_MARKER: P = PIPE CAP
 EW2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2001_STAMPING: BM 47-10 1955 63
 EW2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2001+STABILITY: SURFACE MOTION
 EW2001
 EW2001  HISTORY     - Date     Condition        Report By
 EW2001  HISTORY     - 1955     MONUMENTED       CA-037
 EW2001  HISTORY     - 1968     GOOD             CA1980
 EW2001  HISTORY     - 1976     GOOD             NGS
 EW2001  HISTORY     - 1978     GOOD             NGS
 EW2001
 EW2001                          STATION DESCRIPTION
 EW2001
 EW2001'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2001'IN LA CRESCENTA.
 EW2001'FOOTHILL BOULEVARD AND LITTLETON PLACE, AT THE NORTHEAST CORNER,
 EW2001'11.6 FEET SOUTHERLY OF THE NORTH END OF THE CURB RETURN AND
 EW2001'1.1 FEET BACK OF THE CURB, SET IN THE TOP OF A CONCRETE POST
 EW2001'FLUSH WITH THE TOP OF THE CURB.  NOTE-- 3.1 MILES NORTHWEST OF
 EW2001'THE DEVILS GATE RESERVOIR.  DESIGNATED BY LOS ANGELES COUNTY
 EW2001'ROAD DEPARTMENT AS BENCH MARK NO. 4492.
 EW2001
 EW2001                          STATION RECOVERY (1976)
 EW2001
 EW2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW2001'1.2 MILES NORTHWEST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW2001'ANGELES CREST HIGHWAY AT LA CANADA, AT THE NORTHEAST CORNER OF THE T
 EW2001'JUNCTION OF FOOTHILL BOULEVARD AND LITTLETON PLACE NORTH, 32 FT NORTH
 EW2001'OF THE EXTENDED NORTH CURB LINE OF BOULEVARD, 24 FT NORTHEAST OF THE
 EW2001'CENTER LINE OF PLACE, 17 FT SOUTH OF SOUTH EDGE OF A ASPHALT DRIVEWAY.
 EW2001
 EW2001                          STATION RECOVERY (1978)
 EW2001
 EW2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1575 ***********************************************************************
 JT1575  DESIGNATION -  47 2
 JT1575  PID         -  JT1575
 JT1575  STATE/COUNTY-  CA/NAPA
 JT1575  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1575
 JT1575                         *CURRENT SURVEY CONTROL
 JT1575  ___________________________________________________________________
 JT1575* NAD 83(1986)-  38 12 11.     (N)    122 17 13.     (W)     SCALED    
 JT1575* NAVD 88     -         5.06   (+/-2cm)      16.6    (feet)  VERTCON   
 JT1575  ___________________________________________________________________
 JT1575  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT1575  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1575
 JT1575.The horizontal coordinates were scaled from a topographic map and have
 JT1575.an estimated accuracy of +/- 6 seconds.
 JT1575
 JT1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1575.The vertical order pertains to the NGVD 29 superseded value.
 JT1575
 JT1575.The geoid height was determined by GEOID03.
 JT1575
 JT1575;                    North         East    Units  Estimated Accuracy
 JT1575;SPC CA 2     -   559,580.    1,974,870.      MT  (+/- 180 meters Scaled)
 JT1575
 JT1575                          SUPERSEDED SURVEY CONTROL
 JT1575
 JT1575  NGVD 29 (??/??/92)    4.35   (m)           14.3    (f) COMPUTED    1 1
 JT1575
 JT1575.Superseded values are not recommended for survey control.
 JT1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1575.See file dsdata.txt to determine how the superseded data were derived.
 JT1575
 JT1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624285(NAD 83)
 JT1575_MARKER: DD = SURVEY DISK
 JT1575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1575_SP_SET: COPPER-CLAD STEEL ROD
 JT1575_STAMPING: 47 2 C OF N
 JT1575_MARK LOGO: CA2330
 JT1575_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1575
 JT1575  HISTORY     - Date     Condition        Report By
 JT1575  HISTORY     - 1972     MONUMENTED       CA2330
 JT1575
 JT1575                          STATION DESCRIPTION
 JT1575
 JT1575'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1575'1.1 MI (1.8 KM) EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 JT1575'THE CENTER OF BRAZOS DRAWBRIDGE OVER THE NAPA RIVER, APPROXIMATELY
 JT1575'1900 FT (579.1 M) EAST OF GRAVEL DRIVEWAY CROSSING THE RAILROAD TO
 JT1575'2480 GREEN ISLAND ROAD, APPROXIMATELY 200 FT (61.0 M) EAST OF THE
 JT1575'SOUTHERLY PROJECTION OF THE CENTERLINE OF THE WEST RUNWAY AT THE NAPA
 JT1575'COUNTY AIRPORT, 29 FT (8.8 M) NORTH OF THE CENTERLINE OF THE RAILS,
 JT1575'0.6 FT (0.2 M) BELOW THE TOP OF A 10 INCH DIAMETER MONUMENT BOX, WITH
 JT1575'THE WORD MONUMENT CAST IN THE COVER, 1.3 FT (0.4 M) BELOW THE TOP OF
 JT1575'THE RAILS, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN
 JT1575'TO REFUSAL AT 25 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1932 ***********************************************************************
 EW1932  DESIGNATION -  47 2 D LA CO
 EW1932  PID         -  EW1932
 EW1932  STATE/COUNTY-  CA/LOS ANGELES
 EW1932  USGS QUAD   -  PASADENA (1994)
 EW1932
 EW1932                         *CURRENT SURVEY CONTROL
 EW1932  ___________________________________________________________________
 EW1932* NAD 83(1986)-  34 11 38.     (N)    118 10 40.     (W)     SCALED    
 EW1932* NAVD 88     -       336.418  (meters)    1103.73   (feet)  READJUSTED
 EW1932  ___________________________________________________________________
 EW1932  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW1932  DYNAMIC HT  -         336.050 (meters)    1102.52  (feet)  COMP
 EW1932  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 EW1932
 EW1932  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1932
 EW1932.The horizontal coordinates were scaled from a topographic map and have
 EW1932.an estimated accuracy of +/- 6 seconds.
 EW1932
 EW1932.The orthometric height was determined by differential leveling
 EW1932.and adjusted in February 1993.
 EW1932.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1932.distribution rate of 0.0 thru 1.0 mm/km.
 EW1932.The height was derived from older observations constrained to new
 EW1932.heights in a crustal motion area.  The height is approximate in
 EW1932.relation to other heights in its vicinity.
 EW1932
 EW1932.The geoid height was determined by GEOID03.
 EW1932
 EW1932.The dynamic height is computed by dividing the NAVD 88
 EW1932.geopotential number by the normal gravity value computed on the
 EW1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1932.degrees latitude (g = 980.6199 gals.).
 EW1932
 EW1932.The modeled gravity was interpolated from observed gravity values.
 EW1932
 EW1932;                    North         East    Units  Estimated Accuracy
 EW1932;SPC CA 5     -   576,980.    1,983,610.      MT  (+/- 180 meters Scaled)
 EW1932
 EW1932                          SUPERSEDED SURVEY CONTROL
 EW1932
 EW1932  NGVD 29 (??/??/92)  335.618  (m)         1101.11   (f) ADJ UNCH    1 1
 EW1932
 EW1932.Superseded values are not recommended for survey control.
 EW1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1932.See file dsdata.txt to determine how the superseded data were derived.
 EW1932
 EW1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT914842(NAD 83)
 EW1932_MARKER: P = PIPE CAP
 EW1932_SETTING: 0 = UNSPECIFIED SETTING
 EW1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1932
 EW1932  HISTORY     - Date     Condition        Report By
 EW1932  HISTORY     - UNK      MONUMENTED       CA-037
 EW1932  HISTORY     - 1968     GOOD             CA-037
 EW1932  HISTORY     - 1976     GOOD             NGS
 EW1932  HISTORY     - 1978     GOOD             NGS
 EW1932
 EW1932                          STATION DESCRIPTION
 EW1932
 EW1932'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1932'IN PASADENA.
 EW1932'WEST OF DEVILS GATE RESERVOIR, NEAR THE WESTERLY BOUNDARY OF
 EW1932'THE CITY OF PASADENA MICHIGAN AVENUE AND OAK GROVE DRIVE, AT
 EW1932'THE CENTER LINE INTERSECTION.
 EW1932
 EW1932                          STATION RECOVERY (1976)
 EW1932
 EW1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1932'1.25 MILES SOUTHEAST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW1932'ANGELES CREST HIGHWAY AT LA CANADA, ON CENTER LINE OF THE INTERSECTION
 EW1932'OF FOOTHILL AND OAK GROVE AVENUE, ACCESS TO WHICH IS HAD THROUGH A
 EW1932'STEEL COVER MARKED LA COUNTY ROAD DEPT.
 EW1932
 EW1932                          STATION RECOVERY (1978)
 EW1932
 EW1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1576 ***********************************************************************
 JT1576  DESIGNATION -  47 3
 JT1576  PID         -  JT1576
 JT1576  STATE/COUNTY-  CA/NAPA
 JT1576  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1576
 JT1576                         *CURRENT SURVEY CONTROL
 JT1576  ___________________________________________________________________
 JT1576* NAD 83(1986)-  38 11 24.     (N)    122 15 27.     (W)     SCALED    
 JT1576* NAVD 88     -        16.60   (+/-2cm)      54.5    (feet)  VERTCON   
 JT1576  ___________________________________________________________________
 JT1576  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1576  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1576
 JT1576.The horizontal coordinates were scaled from a topographic map and have
 JT1576.an estimated accuracy of +/- 6 seconds.
 JT1576
 JT1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1576.The vertical order pertains to the NGVD 29 superseded value.
 JT1576
 JT1576.The geoid height was determined by GEOID03.
 JT1576
 JT1576;                    North         East    Units  Estimated Accuracy
 JT1576;SPC CA 2     -   558,130.    1,977,440.      MT  (+/- 180 meters Scaled)
 JT1576
 JT1576                          SUPERSEDED SURVEY CONTROL
 JT1576
 JT1576  NGVD 29 (??/??/92)   15.87   (m)           52.1    (f) COMPUTED    1 1
 JT1576
 JT1576.Superseded values are not recommended for survey control.
 JT1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1576.See file dsdata.txt to determine how the superseded data were derived.
 JT1576
 JT1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650271(NAD 83)
 JT1576_MARKER: DD = SURVEY DISK
 JT1576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1576_SP_SET: COPPER-CLAD STEEL ROD
 JT1576_STAMPING: 47 3 C OF N
 JT1576_MARK LOGO: CA2330
 JT1576_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1576
 JT1576  HISTORY     - Date     Condition        Report By
 JT1576  HISTORY     - 1972     MONUMENTED       CA2330
 JT1576
 JT1576                          STATION DESCRIPTION
 JT1576
 JT1576'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1576'0.5 MI (0.8 KM) NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JT1576'FROM THE STATION AT NAPA JUNCTION, 700 FT (213.4 M) NORTHWEST OF THE
 JT1576'CROSSING OF STATE HIGHWAY 29, 130 FT (39.6 M) SOUTH CENTERLINE OF
 JT1576'MAIN RAILS, 1.5 FT (0.5 M) NORTH OF WIRE FENCE ON SOUTH SIDE OF
 JT1576'DRAINAGE DITCH, 23 FT (7.0 M) WEST OF WEST FENCE OF AUTO WRECKING
 JT1576'YARD.  3.5 FT (1.1 M) EAST OF 2-INCH GUARD POST, 0.5 FT (0.2 M) BELOW
 JT1576'THE TOP OF A 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND
 JT1576'AND APPROXIMATELY LEVEL WITH THE MAIN RAILS WITH THE WORD MONUMENT
 JT1576'CAST IN THE COVER AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD
 JT1576'DRIVEN TO REFUSAL AT 40 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1931 ***********************************************************************
 EW1931  DESIGNATION -  47 3 LA CO
 EW1931  PID         -  EW1931
 EW1931  STATE/COUNTY-  CA/LOS ANGELES
 EW1931  USGS QUAD   -  PASADENA (1994)
 EW1931
 EW1931                         *CURRENT SURVEY CONTROL
 EW1931  ___________________________________________________________________
 EW1931* NAD 83(1986)-  34 11 35.     (N)    118 10 38.     (W)     SCALED    
 EW1931* NAVD 88     -       320.75   (+/-2cm)    1052.3    (feet)  VERTCON   
 EW1931  ___________________________________________________________________
 EW1931  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW1931  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1931
 EW1931.The horizontal coordinates were scaled from a topographic map and have
 EW1931.an estimated accuracy of +/- 6 seconds.
 EW1931
 EW1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1931.The vertical order pertains to the NGVD 29 superseded value.
 EW1931
 EW1931.The geoid height was determined by GEOID03.
 EW1931
 EW1931;                    North         East    Units  Estimated Accuracy
 EW1931;SPC CA 5     -   576,890.    1,983,670.      MT  (+/- 180 meters Scaled)
 EW1931
 EW1931                          SUPERSEDED SURVEY CONTROL
 EW1931
 EW1931  NGVD 29 (??/??/92)  319.947  (m)         1049.69   (f) ADJ UNCH    1 1
 EW1931
 EW1931.Superseded values are not recommended for survey control.
 EW1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1931.See file dsdata.txt to determine how the superseded data were derived.
 EW1931
 EW1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT915841(NAD 83)
 EW1931_MARKER: P = PIPE CAP
 EW1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1931_STAMPING: BM 47-3 1955 63
 EW1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1931+STABILITY: SURFACE MOTION
 EW1931
 EW1931  HISTORY     - Date     Condition        Report By
 EW1931  HISTORY     - UNK      MONUMENTED       CA-037
 EW1931  HISTORY     - 1968     GOOD             CA-037
 EW1931
 EW1931                          STATION DESCRIPTION
 EW1931
 EW1931'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1931'AT PASADENA.
 EW1931'ON THE EAST SIDE OF OAK GROVE PARK ON THE APPROXIMATELY
 EW1931'SOUTHEASTERLY PROJECTION OF MICHIGAN AVENUE AND THE JUNCTION
 EW1931'OF THE MAIN N-S AND E-W POWER LINES.  5.0 FEET EAST OF THE
 EW1931'FACE OF THE LARGE JUNCTION POWER POLE, SET IN THE TOP OF A
 EW1931'CONCRETE POST PROJECTING ABOUT 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0731 ***********************************************************************
 DX0731  DESIGNATION -  47 3.0
 DX0731  PID         -  DX0731
 DX0731  STATE/COUNTY-  CA/RIVERSIDE
 DX0731  USGS QUAD   -  LA QUINTA (1980)
 DX0731
 DX0731                         *CURRENT SURVEY CONTROL
 DX0731  ___________________________________________________________________
 DX0731* NAD 83(1986)-  33 42 24.     (N)    116 15 06.     (W)     SCALED    
 DX0731* NAVD 88     -         8.74   (+/-2cm)      28.7    (feet)  VERTCON   
 DX0731  ___________________________________________________________________
 DX0731  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DX0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0731
 DX0731.The horizontal coordinates were scaled from a topographic map and have
 DX0731.an estimated accuracy of +/- 6 seconds.
 DX0731
 DX0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0731.The vertical order pertains to the NGVD 29 superseded value.
 DX0731
 DX0731.The geoid height was determined by GEOID03.
 DX0731
 DX0731;                    North         East    Units  Estimated Accuracy
 DX0731;SPC CA 6     -   670,790.    1,999,850.      MT  (+/- 180 meters Scaled)
 DX0731
 DX0731                          SUPERSEDED SURVEY CONTROL
 DX0731
 DX0731  NGVD 29 (??/??/??)    8.066  (m)           26.46   (f) ADJUSTED    2 0
 DX0731
 DX0731.Superseded values are not recommended for survey control.
 DX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0731.See file dsdata.txt to determine how the superseded data were derived.
 DX0731
 DX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT693298(NAD 83)
 DX0731_MARKER: DD = SURVEY DISK
 DX0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0731+STABILITY: SURFACE MOTION
 DX0731
 DX0731  HISTORY     - Date     Condition        Report By
 DX0731  HISTORY     - UNK      MONUMENTED       BOR
 DX0731  HISTORY     - 1955     GOOD             NGS
 DX0731  HISTORY     - 19990330 MARK NOT FOUND   NGS
 DX0731
 DX0731                          STATION DESCRIPTION
 DX0731
 DX0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0731'2.1 MI W FROM INDIO.
 DX0731'2.1 MILES WEST ALONG STATE HIGHWAY 74 AND 111 FROM THE ROOSEVELT
 DX0731'SCHOOL AT INDIO, AT THE INTERSECTION OF MADISON STREET, 66.2
 DX0731'FEET WEST OF THE CENTER LINE OF MADISON STREET, 33.6 FEET NORTH
 DX0731'OF THE CENTER LINE OF THE HIGHWAY, 41.7 FEET WEST OF POWER
 DX0731'LINE POLE 951451D, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 DX0731'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 DX0731
 DX0731                          STATION RECOVERY (1999)
 DX0731
 DX0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DX0731'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0703 ***********************************************************************
 DX0703  DESIGNATION -  47 3.3
 DX0703  PID         -  DX0703
 DX0703  STATE/COUNTY-  CA/RIVERSIDE
 DX0703  USGS QUAD   -  INDIO (1972)
 DX0703
 DX0703                         *CURRENT SURVEY CONTROL
 DX0703  ___________________________________________________________________
 DX0703* NAD 83(1986)-  33 42 25.     (N)    116 14 48.     (W)     SCALED    
 DX0703* NAVD 88     -         9.000  (meters)      29.53   (feet)  ADJUSTED  
 DX0703  ___________________________________________________________________
 DX0703  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DX0703  DYNAMIC HT  -           8.990 (meters)      29.49  (feet)  COMP
 DX0703  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 DX0703
 DX0703  VERT ORDER  -  FIRST     CLASS II
 DX0703
 DX0703.The horizontal coordinates were scaled from a topographic map and have
 DX0703.an estimated accuracy of +/- 6 seconds.
 DX0703
 DX0703.The orthometric height was determined by differential leveling
 DX0703.and adjusted in July 2002.
 DX0703.No vertical observational check was made to the station.
 DX0703
 DX0703.The geoid height was determined by GEOID03.
 DX0703
 DX0703.The dynamic height is computed by dividing the NAVD 88
 DX0703.geopotential number by the normal gravity value computed on the
 DX0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0703.degrees latitude (g = 980.6199 gals.).
 DX0703
 DX0703.The modeled gravity was interpolated from observed gravity values.
 DX0703
 DX0703;                    North         East    Units  Estimated Accuracy
 DX0703;SPC CA 6     -   670,820.    2,000,310.      MT  (+/- 180 meters Scaled)
 DX0703
 DX0703                          SUPERSEDED SURVEY CONTROL
 DX0703
 DX0703  NGVD 29 (??/??/??)    8.299  (m)           27.23   (f) ADJUSTED    2 0
 DX0703
 DX0703.Superseded values are not recommended for survey control.
 DX0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0703.See file dsdata.txt to determine how the superseded data were derived.
 DX0703
 DX0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT698299(NAD 83)
 DX0703_MARKER: DB = BENCH MARK DISK
 DX0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX0703_SP_SET: RETAINING WALL
 DX0703_MARK LOGO: BOR   
 DX0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0703+STABILITY: SURFACE MOTION
 DX0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0703+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 DX0703
 DX0703  HISTORY     - Date     Condition        Report By
 DX0703  HISTORY     - UNK      MONUMENTED       BOR
 DX0703  HISTORY     - 1956     GOOD             NGS
 DX0703  HISTORY     - 1990     GOOD             USPSQD
 DX0703  HISTORY     - 19990330 GOOD             NGS
 DX0703
 DX0703                          STATION DESCRIPTION
 DX0703
 DX0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0703'1.8 MI W FROM INDIO.
 DX0703'1.8 MILES WEST ALONG STATE HIGHWAY 74 AND 111 FROM THE ROOSEVELT
 DX0703'SCHOOL AT INDIO, AT THE COACHELLA VALLEY IRRIGATION CANAL, IN
 DX0703'THE TOP OF A PROJECTION OF THE CONCRETE WALK ON THE DIVERSION
 DX0703'DAM, 95.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 DX0703'ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 DX0703
 DX0703                          STATION RECOVERY (1990)
 DX0703
 DX0703'RECOVERY NOTE BY US POWER SQUADRON 1990 (EEM)
 DX0703'RECOVERED IN GOOD CONDITION.
 DX0703
 DX0703                          STATION RECOVERY (1999)
 DX0703
 DX0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DX0703'4.0 KM (2.50 MI) WESTERLY ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF
 DX0703'INDIO BOULEVARD IN INDIO, NEAR THE NORTH END OF THE EAST CONCRETE
 DX0703'RETAINING WALL OF A CANAL CHECK, 23.0 M (75.5 FT) NORTH OF THE
 DX0703'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.1 M (29.9 FT) WEST
 DX0703'OF THE CENTER OF A ROAD, 3.5 M (11.5 FT) WEST OF A FENCE, 2.4 M (7.9
 DX0703'FT) EAST OF THE CENTER OF THE CANAL, AND 2.0 M (6.6 FT) ABOVE THE
 DX0703'LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 DX0703'COACHELLA VALLEY WATER DISTRICT, P.O.  BOX 1058, COACHELLA, CA 92236.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1945 ***********************************************************************
 EW1945  DESIGNATION -  47 4 LA CO
 EW1945  PID         -  EW1945
 EW1945  STATE/COUNTY-  CA/LOS ANGELES
 EW1945  USGS QUAD   -  PASADENA (1994)
 EW1945
 EW1945                         *CURRENT SURVEY CONTROL
 EW1945  ___________________________________________________________________
 EW1945* NAD 83(1986)-  34 11 40.     (N)    118 10 44.     (W)     SCALED    
 EW1945* NAVD 88     -       338.250  (meters)    1109.74   (feet)  READJUSTED
 EW1945  ___________________________________________________________________
 EW1945  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EW1945  DYNAMIC HT  -         337.880 (meters)    1108.53  (feet)  COMP
 EW1945  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 EW1945
 EW1945  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1945
 EW1945.The horizontal coordinates were scaled from a topographic map and have
 EW1945.an estimated accuracy of +/- 6 seconds.
 EW1945
 EW1945.The orthometric height was determined by differential leveling
 EW1945.and adjusted in February 1993.
 EW1945.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1945.distribution rate of 0.0 thru 1.0 mm/km.
 EW1945.The height was derived from older observations constrained to new
 EW1945.heights in a crustal motion area.  The height is approximate in
 EW1945.relation to other heights in its vicinity.
 EW1945
 EW1945.The geoid height was determined by GEOID03.
 EW1945
 EW1945.The dynamic height is computed by dividing the NAVD 88
 EW1945.geopotential number by the normal gravity value computed on the
 EW1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1945.degrees latitude (g = 980.6199 gals.).
 EW1945
 EW1945.The modeled gravity was interpolated from observed gravity values.
 EW1945
 EW1945;                    North         East    Units  Estimated Accuracy
 EW1945;SPC CA 5     -   577,050.    1,983,510.      MT  (+/- 180 meters Scaled)
 EW1945
 EW1945                          SUPERSEDED SURVEY CONTROL
 EW1945
 EW1945  NGVD 29 (??/??/92)  337.450  (m)         1107.12   (f) ADJ UNCH    1 1
 EW1945
 EW1945.Superseded values are not recommended for survey control.
 EW1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1945.See file dsdata.txt to determine how the superseded data were derived.
 EW1945
 EW1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT913843(NAD 83)
 EW1945_MARKER: P = PIPE CAP
 EW1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1945_STAMPING: BM 47-4 1955 63
 EW1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1945+STABILITY: SURFACE MOTION
 EW1945
 EW1945  HISTORY     - Date     Condition        Report By
 EW1945  HISTORY     - 1955     MONUMENTED       CA-037
 EW1945  HISTORY     - 1968     GOOD             CA-037
 EW1945  HISTORY     - 1976     GOOD             NGS
 EW1945  HISTORY     - 1978     GOOD             NGS
 EW1945
 EW1945                          STATION DESCRIPTION
 EW1945
 EW1945'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1945'IN LA CANADA.
 EW1945'0.3 MILES NORTHWEST OF THE DEVILS GATE RESERVOIR.  MICHIGAN
 EW1945'AVENUE AND VIRO ROAD, ABOUT 124 FEET EAST OF THE CENTER LINE
 EW1945'OF VIRO ROAD AND 25 FEET SOUTH OF THE CENTER LINE OF MICHIGAN
 EW1945'AVENUE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH SURFACE.
 EW1945
 EW1945                          STATION RECOVERY (1976)
 EW1945
 EW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1945'1.2 MILES SOUTHEAST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW1945'ANGELES CREST HIGHWAY AT LA CANADA, AT THE JUNCTION OF FOOTHILL
 EW1945'BOULEVARD AND VIRD ROAD NORTH, 124 FT EAST OF THE EXTENDED CENTER LINE
 EW1945'OF VIRD ROAD, 25 FT SOUTH OF THE CENTER LINE OF BOULEVARD, 1.3 FT
 EW1945'SOUTH OF SOUTH CURB OF BOULEVARD, 6.0 FT NORTHWEST OF POWER POLE
 EW1945'818809E.
 EW1945
 EW1945                          STATION RECOVERY (1978)
 EW1945
 EW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1996 ***********************************************************************
 EW1996  DESIGNATION -  47 5 LA CO
 EW1996  PID         -  EW1996
 EW1996  STATE/COUNTY-  CA/LOS ANGELES
 EW1996  USGS QUAD   -  PASADENA (1994)
 EW1996
 EW1996                         *CURRENT SURVEY CONTROL
 EW1996  ___________________________________________________________________
 EW1996* NAD 83(1986)-  34 11 52.     (N)    118 11 11.     (W)     SCALED    
 EW1996* NAVD 88     -       353.884  (meters)    1161.03   (feet)  READJUSTED
 EW1996  ___________________________________________________________________
 EW1996  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EW1996  DYNAMIC HT  -         353.500 (meters)    1159.77  (feet)  COMP
 EW1996  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 EW1996
 EW1996  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1996
 EW1996.The horizontal coordinates were scaled from a topographic map and have
 EW1996.an estimated accuracy of +/- 6 seconds.
 EW1996
 EW1996.The orthometric height was determined by differential leveling
 EW1996.and adjusted in February 1993.
 EW1996.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1996.distribution rate of 0.0 thru 1.0 mm/km.
 EW1996.The height was derived from older observations constrained to new
 EW1996.heights in a crustal motion area.  The height is approximate in
 EW1996.relation to other heights in its vicinity.
 EW1996
 EW1996.The geoid height was determined by GEOID03.
 EW1996
 EW1996.The dynamic height is computed by dividing the NAVD 88
 EW1996.geopotential number by the normal gravity value computed on the
 EW1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1996.degrees latitude (g = 980.6199 gals.).
 EW1996
 EW1996.The modeled gravity was interpolated from observed gravity values.
 EW1996
 EW1996;                    North         East    Units  Estimated Accuracy
 EW1996;SPC CA 5     -   577,420.    1,982,820.      MT  (+/- 180 meters Scaled)
 EW1996
 EW1996                          SUPERSEDED SURVEY CONTROL
 EW1996
 EW1996  NGVD 29 (??/??/92)  353.083  (m)         1158.41   (f) ADJ UNCH    1 1
 EW1996
 EW1996.Superseded values are not recommended for survey control.
 EW1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1996.See file dsdata.txt to determine how the superseded data were derived.
 EW1996
 EW1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT906847(NAD 83)
 EW1996_MARKER: P = PIPE CAP
 EW1996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1996_SP_SET: PILLAR
 EW1996_STAMPING: FORESTRY DEPT
 EW1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1996
 EW1996  HISTORY     - Date     Condition        Report By
 EW1996  HISTORY     - UNK      MONUMENTED       CA-037
 EW1996  HISTORY     - 1968     GOOD             CA-037
 EW1996  HISTORY     - 1978     GOOD             NGS
 EW1996
 EW1996                          STATION DESCRIPTION
 EW1996
 EW1996'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1996'IN LA CANADA.
 EW1996'0.8 MILES NORTHWEST OF THE DEVILS GATE RESERVOIR.  FOOTHILL
 EW1996'BOULEVARD, HAMPTON ROAD AND GEORGIAN ROAD, AT THE SOUTHWEST
 EW1996'CORNER, 45.0 FEET SOUTHWEST OF THE CENTER LINE OF FOOTHILL
 EW1996'BOULEVARD AND 25.6 FEET EAST OF THE CENTER LINE OF GEORGIAN
 EW1996'ROAD, SET ABOUT 14 INCHES BELOW THE SURFACE IN THE NORTHEAST
 EW1996'CORNER OF A LARGE CONCRETE PILLAR, PROTECTED BY A CAST IRON
 EW1996'COVER MARKED COUNTY SURVEYOR MONUMENT.
 EW1996
 EW1996                          STATION RECOVERY (1978)
 EW1996
 EW1996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1997 ***********************************************************************
 EW1997  DESIGNATION -  47 6 LA CO
 EW1997  PID         -  EW1997
 EW1997  STATE/COUNTY-  CA/LOS ANGELES
 EW1997  USGS QUAD   -  PASADENA (1994)
 EW1997
 EW1997                         *CURRENT SURVEY CONTROL
 EW1997  ___________________________________________________________________
 EW1997* NAD 83(1986)-  34 12 04.     (N)    118 11 36.     (W)     SCALED    
 EW1997* NAVD 88     -       374.768  (meters)    1229.55   (feet)  READJUSTED
 EW1997  ___________________________________________________________________
 EW1997  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW1997  DYNAMIC HT  -         374.360 (meters)    1228.21  (feet)  COMP
 EW1997  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 EW1997
 EW1997  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1997
 EW1997.The horizontal coordinates were scaled from a topographic map and have
 EW1997.an estimated accuracy of +/- 6 seconds.
 EW1997
 EW1997.The orthometric height was determined by differential leveling
 EW1997.and adjusted in February 1993.
 EW1997.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1997.distribution rate of 0.0 thru 1.0 mm/km.
 EW1997.The height was derived from older observations constrained to new
 EW1997.heights in a crustal motion area.  The height is approximate in
 EW1997.relation to other heights in its vicinity.
 EW1997
 EW1997.The geoid height was determined by GEOID03.
 EW1997
 EW1997.The dynamic height is computed by dividing the NAVD 88
 EW1997.geopotential number by the normal gravity value computed on the
 EW1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1997.degrees latitude (g = 980.6199 gals.).
 EW1997
 EW1997.The modeled gravity was interpolated from observed gravity values.
 EW1997
 EW1997;                    North         East    Units  Estimated Accuracy
 EW1997;SPC CA 5     -   577,790.    1,982,180.      MT  (+/- 180 meters Scaled)
 EW1997
 EW1997                          SUPERSEDED SURVEY CONTROL
 EW1997
 EW1997  NGVD 29 (??/??/92)  373.965  (m)         1226.92   (f) ADJ UNCH    1 1
 EW1997
 EW1997.Superseded values are not recommended for survey control.
 EW1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1997.See file dsdata.txt to determine how the superseded data were derived.
 EW1997
 EW1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT900850(NAD 83)
 EW1997_MARKER: P = PIPE CAP
 EW1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1997_SP_SET: WELL
 EW1997_STAMPING: BM 47-6 1955 63
 EW1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1997
 EW1997  HISTORY     - Date     Condition        Report By
 EW1997  HISTORY     - 1955     MONUMENTED       CA-037
 EW1997  HISTORY     - 1968     GOOD             CA-037
 EW1997  HISTORY     - 1978     GOOD             NGS
 EW1997
 EW1997                          STATION DESCRIPTION
 EW1997
 EW1997'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1997'IN LA CANADA.
 EW1997'1.3 MILES NORTHWEST OF THE DEVILS GATE RESERVOIR.  FOOTHILL
 EW1997'BOULEVARD AND OAKWOOD AVENUE, AT THE SOUTHEAST CORNER, 31.7 FEET
 EW1997'SOUTHEAST OF THE EAST END OF THE CURB RETURN AND 1.3 FEET
 EW1997'SOUTHWEST OF THE CURB, SET ABOUT 9 INCHES BELOW THE SURFACE IN A
 EW1997'WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 EW1997'MONUMENT.  NOTE-- DESIGNATED BY THE LOS ANGELES COUNTY ROAD
 EW1997'DEPARTMENT AS BENCH MARK NO. 4509.
 EW1997
 EW1997                          STATION RECOVERY (1978)
 EW1997
 EW1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1998 ***********************************************************************
 EW1998  DESIGNATION -  47 7 A LA CO
 EW1998  PID         -  EW1998
 EW1998  STATE/COUNTY-  CA/LOS ANGELES
 EW1998  USGS QUAD   -  PASADENA (1994)
 EW1998
 EW1998                         *CURRENT SURVEY CONTROL
 EW1998  ___________________________________________________________________
 EW1998* NAD 83(1986)-  34 12 17.     (N)    118 12 00.     (W)     SCALED    
 EW1998* NAVD 88     -       400.546  (meters)    1314.12   (feet)  READJUSTED
 EW1998  ___________________________________________________________________
 EW1998  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EW1998  DYNAMIC HT  -         400.110 (meters)    1312.69  (feet)  COMP
 EW1998  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 EW1998
 EW1998  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1998
 EW1998.The horizontal coordinates were scaled from a topographic map and have
 EW1998.an estimated accuracy of +/- 6 seconds.
 EW1998
 EW1998.The orthometric height was determined by differential leveling
 EW1998.and adjusted in February 1993.
 EW1998.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1998.distribution rate of 0.0 thru 1.0 mm/km.
 EW1998.The height was derived from older observations constrained to new
 EW1998.heights in a crustal motion area.  The height is approximate in
 EW1998.relation to other heights in its vicinity.
 EW1998
 EW1998.The geoid height was determined by GEOID03.
 EW1998
 EW1998.The dynamic height is computed by dividing the NAVD 88
 EW1998.geopotential number by the normal gravity value computed on the
 EW1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1998.degrees latitude (g = 980.6199 gals.).
 EW1998
 EW1998.The modeled gravity was interpolated from observed gravity values.
 EW1998
 EW1998;                    North         East    Units  Estimated Accuracy
 EW1998;SPC CA 5     -   578,190.    1,981,570.      MT  (+/- 180 meters Scaled)
 EW1998
 EW1998                          SUPERSEDED SURVEY CONTROL
 EW1998
 EW1998  NGVD 29 (??/??/92)  399.740  (m)         1311.48   (f) ADJ UNCH    1 1
 EW1998
 EW1998.Superseded values are not recommended for survey control.
 EW1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1998.See file dsdata.txt to determine how the superseded data were derived.
 EW1998
 EW1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT894855(NAD 83)
 EW1998_MARKER: DD = SURVEY DISK
 EW1998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1998_SP_SET: CATCH BASIN
 EW1998_STAMPING: BM 47A 1966 5869
 EW1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1998
 EW1998  HISTORY     - Date     Condition        Report By
 EW1998  HISTORY     - 1966     MONUMENTED       CA-037
 EW1998  HISTORY     - 1968     GOOD             CA-037
 EW1998  HISTORY     - 1976     GOOD             NGS
 EW1998  HISTORY     - 1978     GOOD             NGS
 EW1998  HISTORY     - 20060923 GOOD             GEOCAC
 EW1998
 EW1998                          STATION DESCRIPTION
 EW1998
 EW1998'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1998'IN LA CANADA.
 EW1998'1.7 MILES NORTHWEST OF THE DEVILS GATE RESERVOIR.  FOOTHILL
 EW1998'BOULEVARD AND ANGELES CREST HIGHWAY, 93.0 FEET WEST OF THE
 EW1998'CENTER LINE OF ANGELES CREST HIGHWAY, 34.4 FEET NORTHEAST OF
 EW1998'THE CENTER LINE OF FOOTHILL BOULEVARD, 20.0 FEET NORTHWEST
 EW1998'OF THE NORTHWEST END OF THE CURB RETURN AND 1.0 FOOT NORTHEAST
 EW1998'OF THE CURB, SET IN THE TOP AND SOUTHWEST CORNER OF THE STORM
 EW1998'DRAIN CATCH BASIN.
 EW1998
 EW1998                          STATION RECOVERY (1976)
 EW1998
 EW1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1998'AT LA CANADA, AT THE JUNCTION OF FOOTHILL BOULEVARD AND ANGELES CREST
 EW1998'HIGHWAY, IN TOP OF THE SOUTHWEST CORNER OF A CATCH BASIN AT NORTHWEST
 EW1998'CORNER OF THE INTERSECTION, 20 FT NORTHWEST OF THE NORTHWEST END OF
 EW1998'CURB RETURN, 1.0 FT NORTHEAST OF NORTHEAST CURB OF FOOTHILL BOULEVARD.
 EW1998
 EW1998                          STATION RECOVERY (1978)
 EW1998
 EW1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1998'RECOVERED IN GOOD CONDITION.
 EW1998
 EW1998                          STATION RECOVERY (2006)
 EW1998
 EW1998'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW1998'THE MARK IS STILL WELL ANCHORED, BUT IS BEGINNING TO SHOW SIGNS OF
 EW1998'WEAR WITH A CRACK IN THE DISK FROM THE EDGE ABOUT 1/3 OF THE WAY TO
 EW1998'THE CENTER AND SURFACE SCUFFING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1999 ***********************************************************************
 EW1999  DESIGNATION -  47 8 A LA CO
 EW1999  PID         -  EW1999
 EW1999  STATE/COUNTY-  CA/LOS ANGELES
 EW1999  USGS QUAD   -  PASADENA (1994)
 EW1999
 EW1999                         *CURRENT SURVEY CONTROL
 EW1999  ___________________________________________________________________
 EW1999* NAD 83(1986)-  34 12 23.     (N)    118 12 15.     (W)     SCALED    
 EW1999* NAVD 88     -       416.758  (meters)    1367.31   (feet)  READJUSTED
 EW1999  ___________________________________________________________________
 EW1999  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EW1999  DYNAMIC HT  -         416.300 (meters)    1365.81  (feet)  COMP
 EW1999  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 EW1999  OBS GRAVITY -     979,528.7   (mgal)                       GRAV_OBS
 EW1999
 EW1999  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1999
 EW1999.The horizontal coordinates were scaled from a topographic map and have
 EW1999.an estimated accuracy of +/- 6 seconds.
 EW1999
 EW1999.The orthometric height was determined by differential leveling
 EW1999.and adjusted in February 1993.
 EW1999.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1999.distribution rate of 0.0 thru 1.0 mm/km.
 EW1999.The height was derived from older observations constrained to new
 EW1999.heights in a crustal motion area.  The height is approximate in
 EW1999.relation to other heights in its vicinity.
 EW1999
 EW1999.The geoid height was determined by GEOID03.
 EW1999
 EW1999.The dynamic height is computed by dividing the NAVD 88
 EW1999.geopotential number by the normal gravity value computed on the
 EW1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1999.degrees latitude (g = 980.6199 gals.).
 EW1999
 EW1999.The modeled gravity was interpolated from observed gravity values.
 EW1999.The observed gravity was obtained from relative gravimeter ties
 EW1999.to the IGSN71 gravity network.
 EW1999
 EW1999;                    North         East    Units  Estimated Accuracy
 EW1999;SPC CA 5     -   578,380.    1,981,180.      MT  (+/- 180 meters Scaled)
 EW1999
 EW1999                          SUPERSEDED SURVEY CONTROL
 EW1999
 EW1999  NGVD 29 (??/??/92)  415.950  (m)         1364.66   (f) ADJ UNCH    1 1
 EW1999
 EW1999.Superseded values are not recommended for survey control.
 EW1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1999.See file dsdata.txt to determine how the superseded data were derived.
 EW1999
 EW1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT890856(NAD 83)
 EW1999_MARKER: DB = BENCH MARK DISK
 EW1999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1999_SP_SET: CONCRETE GUARD RAIL
 EW1999_STAMPING: 47 8A 1971 RE 5869
 EW1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1999+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2004
 EW1999
 EW1999  HISTORY     - Date     Condition        Report By
 EW1999  HISTORY     - UNK      MONUMENTED
 EW1999  HISTORY     - 1976     GOOD             NGS
 EW1999  HISTORY     - 1978     GOOD             NGS
 EW1999  HISTORY     - 20040117 GOOD             GEOCAC
 EW1999
 EW1999                          STATION DESCRIPTION
 EW1999
 EW1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EW1999'0.25 MI NW FROM LA CANADA.
 EW1999'0.25 MILE NORTHWEST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW1999'ANGELES CREST HIGHWAY AT LA CANADA, AT JUNCTION OF FOOTHILL BOULEVARD
 EW1999'AND LA CANADA BOULEVARD AND VEROUGB BOULEVARD, AT NORTHEAST CORNER OF
 EW1999'THE JUNCTION, IN TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST END OF
 EW1999'THE EAST HAND RAIL OF BRIOCE B 1931, 19 FT EAST OF EAST CURB LINE OF
 EW1999'LA CANADA BOULEVARD, 9.6 FT NORTH OF THE EXTENDED NORTH CURB OF
 EW1999'FOOTHILL BOULEVARD.
 EW1999
 EW1999                          STATION RECOVERY (1978)
 EW1999
 EW1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1999'0.25 MILE NORTHWEST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW1999'ANGELES CREST HIGHWAY AT LA CANADA, AT JUNCTION OF FOOTHILL BOULEVARD
 EW1999'AND LA CANADA BOULEVARD AND VEROUGH BOULEVARD, AT NORTHEAST CORNER OF
 EW1999'THE JUNCTION, IN TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST END OF
 EW1999'THE EAST HAND RAIL OF BRIDGE B 1931, 19 FT. EAST OF EAST CURB LINE OF
 EW1999'LA CANADA BOULEVARD, 9.6 FT. NORTH OF THE EXTENDED NORTH CURB OF
 EW1999'FOOTHILL BOULEVARD.
 EW1999
 EW1999                          STATION RECOVERY (2004)
 EW1999
 EW1999'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 EW1999'EXCEPTION TO 1978 RECOVERY NOTE BY NGS WAS NOTED. AT JUNCTION OF
 EW1999'FOOTHILL BOULEVARD AND LA CANADA BOULEVARD AND VERDUGO BOULEVARD, NOT
 EW1999'VEROUGB BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1609 ***********************************************************************
 JT1609  DESIGNATION -  47 A
 JT1609  PID         -  JT1609
 JT1609  STATE/COUNTY-  CA/NAPA
 JT1609  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1609
 JT1609                         *CURRENT SURVEY CONTROL
 JT1609  ___________________________________________________________________
 JT1609* NAD 83(1986)-  38 12 44.     (N)    122 18 59.     (W)     SCALED    
 JT1609* NAVD 88     -         1.27   (+/-2cm)       4.2    (feet)  VERTCON   
 JT1609  ___________________________________________________________________
 JT1609  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1609  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1609
 JT1609.The horizontal coordinates were scaled from a topographic map and have
 JT1609.an estimated accuracy of +/- 6 seconds.
 JT1609
 JT1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1609.The vertical order pertains to the NGVD 29 superseded value.
 JT1609
 JT1609.The geoid height was determined by GEOID03.
 JT1609
 JT1609;                    North         East    Units  Estimated Accuracy
 JT1609;SPC CA 2     -   560,610.    1,972,290.      MT  (+/- 180 meters Scaled)
 JT1609
 JT1609                          SUPERSEDED SURVEY CONTROL
 JT1609
 JT1609  NGVD 29 (??/??/92)    0.56   (m)            1.8    (f) COMPUTED    1 1
 JT1609
 JT1609.Superseded values are not recommended for survey control.
 JT1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1609.See file dsdata.txt to determine how the superseded data were derived.
 JT1609
 JT1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH598295(NAD 83)
 JT1609_MARKER: DD = SURVEY DISK
 JT1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1609_SP_SET: CONCRETE POST
 JT1609_MARK LOGO: CA2330
 JT1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1609+STABILITY: SURFACE MOTION
 JT1609
 JT1609  HISTORY     - Date     Condition        Report By
 JT1609  HISTORY     - 1971     MONUMENTED       CA2330
 JT1609
 JT1609                          STATION DESCRIPTION
 JT1609
 JT1609'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1609'SOUTHERN PACIFIC RAILROAD TO SONOMA, 2400 FT (731.5 M) WEST OF MILTON
 JT1609'ROAD, NORTH RIGHT-OF-WAY, 600 FT (182.9 M) EAST OF SLOUGH BRIDGE, A
 JT1609'CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1610 ***********************************************************************
 JT1610  DESIGNATION -  47 B
 JT1610  PID         -  JT1610
 JT1610  STATE/COUNTY-  CA/NAPA
 JT1610  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1610
 JT1610                         *CURRENT SURVEY CONTROL
 JT1610  ___________________________________________________________________
 JT1610* NAD 83(1986)-  38 12 33.     (N)    122 18 33.     (W)     SCALED    
 JT1610* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 JT1610  ___________________________________________________________________
 JT1610  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT1610  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1610
 JT1610.The horizontal coordinates were scaled from a topographic map and have
 JT1610.an estimated accuracy of +/- 6 seconds.
 JT1610
 JT1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1610.The vertical order pertains to the NGVD 29 superseded value.
 JT1610
 JT1610.The geoid height was determined by GEOID03.
 JT1610
 JT1610;                    North         East    Units  Estimated Accuracy
 JT1610;SPC CA 2     -   560,270.    1,972,920.      MT  (+/- 180 meters Scaled)
 JT1610
 JT1610                          SUPERSEDED SURVEY CONTROL
 JT1610
 JT1610  NGVD 29 (??/??/92)    1.58   (m)            5.2    (f) COMPUTED    1 1
 JT1610
 JT1610.Superseded values are not recommended for survey control.
 JT1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1610.See file dsdata.txt to determine how the superseded data were derived.
 JT1610
 JT1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604292(NAD 83)
 JT1610_MARKER: DD = SURVEY DISK
 JT1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1610_SP_SET: CONCRETE POST
 JT1610_MARK LOGO: CA2330
 JT1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1610+STABILITY: SURFACE MOTION
 JT1610
 JT1610  HISTORY     - Date     Condition        Report By
 JT1610  HISTORY     - 1971     MONUMENTED       CA2330
 JT1610
 JT1610                          STATION DESCRIPTION
 JT1610
 JT1610'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1610'AT NAPA, MILTON ROAD TO SOUTHERN PACIFIC RAILROAD 300 FT (91.4 M)
 JT1610'SOUTH, IN GRAVELLED TURNOUT WEST SIDE ROAD, A WELL TYPE CONCRETE
 JT1610'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0483 ***********************************************************************
 MW0483  DESIGNATION -  47 C
 MW0483  PID         -  MW0483
 MW0483  STATE/COUNTY-  CA/SISKIYOU
 MW0483  USGS QUAD   -  TENNANT (1988)
 MW0483
 MW0483                         *CURRENT SURVEY CONTROL
 MW0483  ___________________________________________________________________
 MW0483* NAD 83(1986)-  41 30 59.     (N)    121 54 03.     (W)     SCALED    
 MW0483* NAVD 88     -      1693.513  (meters)    5556.13   (feet)  ADJUSTED  
 MW0483  ___________________________________________________________________
 MW0483  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 MW0483  DYNAMIC HT  -        1692.232 (meters)    5551.93  (feet)  COMP
 MW0483  MODELED GRAV-     979,806.5   (mgal)                       NAVD 88
 MW0483
 MW0483  VERT ORDER  -  SECOND    CLASS 0
 MW0483
 MW0483.The horizontal coordinates were scaled from a topographic map and have
 MW0483.an estimated accuracy of +/- 6 seconds.
 MW0483
 MW0483.The orthometric height was determined by differential leveling
 MW0483.and adjusted in June 1991.
 MW0483
 MW0483.The geoid height was determined by GEOID03.
 MW0483
 MW0483.The dynamic height is computed by dividing the NAVD 88
 MW0483.geopotential number by the normal gravity value computed on the
 MW0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0483.degrees latitude (g = 980.6199 gals.).
 MW0483
 MW0483.The modeled gravity was interpolated from observed gravity values.
 MW0483
 MW0483;                    North         East    Units  Estimated Accuracy
 MW0483;SPC CA 1     -   742,410.    2,008,280.      MT  (+/- 180 meters Scaled)
 MW0483
 MW0483                          SUPERSEDED SURVEY CONTROL
 MW0483
 MW0483  NGVD 29 (??/??/??) 1692.260  (m)         5552.02   (f) ADJUSTED    2 0
 MW0483
 MW0483.Superseded values are not recommended for survey control.
 MW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0483.See file dsdata.txt to determine how the superseded data were derived.
 MW0483
 MW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL917966(NAD 83)
 MW0483_MARKER: DD = SURVEY DISK
 MW0483_SETTING: 66 = SET IN ROCK OUTCROP
 MW0483_SP_SET: ROCK OUTCROP
 MW0483_STAMPING: 47 C 1931
 MW0483_MARK LOGO: USGS  
 MW0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0483+STABILITY: POSITION/ELEVATION WELL
 MW0483
 MW0483  HISTORY     - Date     Condition        Report By
 MW0483  HISTORY     - 1931     MONUMENTED       USGS
 MW0483  HISTORY     - 1954     GOOD             CGS
 MW0483
 MW0483                          STATION DESCRIPTION
 MW0483
 MW0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0483'5.3 MI S FROM TENNANT.
 MW0483'0.6 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 MW0483'TENNANT, THENCE 4.7 MILES SOUTH ALONG A GRADED ROAD, 0.55 MILE
 MW0483'NORTHWEST OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTH, ON THE
 MW0483'NORTHEAST SIDE OF A ROCKY KNOLL, IN THE TOP OF THE APPROXIMATE
 MW0483'CENTER OF A 3- BY 5-FOOT BASALT ROCK OUTCROP, 49 FEET WEST OF THE
 MW0483'CENTER LINE OF THE ROAD, 2.8 FEET SOUTHWEST OF THE NORTHEAST POINT
 MW0483'OF THE OUTCROP, AND ABOUT 9 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1611 ***********************************************************************
 JT1611  DESIGNATION -  47 C
 JT1611  PID         -  JT1611
 JT1611  STATE/COUNTY-  CA/NAPA
 JT1611  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1611
 JT1611                         *CURRENT SURVEY CONTROL
 JT1611  ___________________________________________________________________
 JT1611* NAD 83(1986)-  38 12 29.     (N)    122 18 13.     (W)     SCALED    
 JT1611* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 JT1611  ___________________________________________________________________
 JT1611  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT1611  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1611
 JT1611.The horizontal coordinates were scaled from a topographic map and have
 JT1611.an estimated accuracy of +/- 6 seconds.
 JT1611
 JT1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1611.The vertical order pertains to the NGVD 29 superseded value.
 JT1611
 JT1611.The geoid height was determined by GEOID03.
 JT1611
 JT1611;                    North         East    Units  Estimated Accuracy
 JT1611;SPC CA 2     -   560,140.    1,973,410.      MT  (+/- 180 meters Scaled)
 JT1611
 JT1611                          SUPERSEDED SURVEY CONTROL
 JT1611
 JT1611  NGVD 29 (??/??/92)    0.554  (m)            1.82   (f) ADJ UNCH    1 1
 JT1611
 JT1611.Superseded values are not recommended for survey control.
 JT1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1611.See file dsdata.txt to determine how the superseded data were derived.
 JT1611
 JT1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609291(NAD 83)
 JT1611_MARKER: DD = SURVEY DISK
 JT1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1611_SP_SET: CONCRETE POST
 JT1611_MARK LOGO: CA2330
 JT1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1611+STABILITY: SURFACE MOTION
 JT1611
 JT1611  HISTORY     - Date     Condition        Report By
 JT1611  HISTORY     - 1971     MONUMENTED       CA2330
 JT1611
 JT1611                          STATION DESCRIPTION
 JT1611
 JT1611'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1611'AT NAPA, GREEN ISLAND ROAD, 1500 FT (457.2 M) EAST OF EAST BANK NAPA
 JT1611'RIVER, A WELL TYPE CONCRETE MONUMENT WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0316 ***********************************************************************
 DY0316  DESIGNATION -  47 C OF LB
 DY0316  PID         -  DY0316
 DY0316  STATE/COUNTY-  CA/LOS ANGELES
 DY0316  USGS QUAD   -  LONG BEACH (1981)
 DY0316
 DY0316                         *CURRENT SURVEY CONTROL
 DY0316  ___________________________________________________________________
 DY0316* NAD 83(1986)-  33 46 59.     (N)    118 11 57.     (W)     SCALED    
 DY0316* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 DY0316  ___________________________________________________________________
 DY0316  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0316  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0316
 DY0316.The horizontal coordinates were scaled from a topographic map and have
 DY0316.an estimated accuracy of +/- 6 seconds.
 DY0316
 DY0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0316.The vertical order pertains to the NGVD 29 superseded value.
 DY0316
 DY0316.The geoid height was determined by GEOID03.
 DY0316
 DY0316;                    North         East    Units  Estimated Accuracy
 DY0316;SPC CA 5     -   531,420.    1,981,550.      MT  (+/- 180 meters Scaled)
 DY0316
 DY0316                          SUPERSEDED SURVEY CONTROL
 DY0316
 DY0316  NGVD 29 (??/??/92)    3.645  (m)           11.96   (f) ADJ UNCH    1 2
 DY0316
 DY0316.Superseded values are not recommended for survey control.
 DY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0316.See file dsdata.txt to determine how the superseded data were derived.
 DY0316
 DY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT889387(NAD 83)
 DY0316_MARKER: DD = SURVEY DISK
 DY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0316_STAMPING: 47
 DY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0316+STABILITY: SURFACE MOTION
 DY0316
 DY0316  HISTORY     - Date     Condition        Report By
 DY0316  HISTORY     - UNK      MONUMENTED       CA1970
 DY0316  HISTORY     - 1961     GOOD             NGS
 DY0316  HISTORY     - 20070531 MARK NOT FOUND   GEOCAC
 DY0316
 DY0316                          STATION DESCRIPTION
 DY0316
 DY0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0316'AT LONG BEACH.
 DY0316'AT LONG BEACH, LOS ANGELES COUNTY, AT THE NORTHEAST CORNER OF
 DY0316'THE INTERSECTION OF ANAHEIM STREET AND DAISY AVENUE, ON THE
 DY0316'NORTH SIDE OF ANAHEIM STREET, 2.4 FEET EAST OF THE EAST CURB
 DY0316'OF DAISY AVENUE, AND 1.5 FEET NORTH OF THE NORTH EDGE OF THE
 DY0316'EAST-AND-WEST SIDEWALK.  A CITY OF LONG BEACH STANDARD DISK,
 DY0316'STAMPED 47 AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 DY0316'UNDER GROUND, ACCESS TO WHICH IS HAD THROUGH A 6-INCH IRON PIPE
 DY0316'WITH A COVER MARKED LBBM.
 DY0316
 DY0316                          STATION RECOVERY (2007)
 DY0316
 DY0316'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0316'THIS MARK IS SUPPOSED TO BE UNDERGROUND.  FOUND WAS A DISK FLUSH WITH
 DY0316'THE SIDEWALK AND STAMPED 47-A 1968.  CLEARLY THE ORIGINAL MARK WAS
 DY0316'DESTROYED, LIKELY DURING STREET EXPANSION, AND REPLACED WITH A RESET
 DY0316'MARK.  THIS MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1612 ***********************************************************************
 JT1612  TIDAL BM    -  This is a Tidal Bench Mark.
 JT1612  DESIGNATION -  47 D
 JT1612  PID         -  JT1612
 JT1612  STATE/COUNTY-  CA/NAPA
 JT1612  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1612
 JT1612                         *CURRENT SURVEY CONTROL
 JT1612  ___________________________________________________________________
 JT1612* NAD 83(1986)-  38 12 23.     (N)    122 17 53.     (W)     SCALED    
 JT1612* NAVD 88     -         2.21   (+/-2cm)       7.3    (feet)  VERTCON   
 JT1612  ___________________________________________________________________
 JT1612  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT1612  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1612
 JT1612.The horizontal coordinates were scaled from a topographic map and have
 JT1612.an estimated accuracy of +/- 6 seconds.
 JT1612
 JT1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1612.The vertical order pertains to the NGVD 29 superseded value.
 JT1612
 JT1612.This Tidal Bench Mark is designated as VM 11947
 JT1612.by the Center for Operational Oceanographic Products and Services.
 JT1612
 JT1612.The geoid height was determined by GEOID03.
 JT1612
 JT1612;                    North         East    Units  Estimated Accuracy
 JT1612;SPC CA 2     -   559,960.    1,973,890.      MT  (+/- 180 meters Scaled)
 JT1612
 JT1612                          SUPERSEDED SURVEY CONTROL
 JT1612
 JT1612  NGVD 29 (??/??/92)    1.51   (m)            5.0    (f) COMPUTED    1 1
 JT1612
 JT1612.Superseded values are not recommended for survey control.
 JT1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1612.See file dsdata.txt to determine how the superseded data were derived.
 JT1612
 JT1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH614289(NAD 83)
 JT1612_MARKER: DD = SURVEY DISK
 JT1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1612_SP_SET: CONCRETE POST
 JT1612_MARK LOGO: CA2330
 JT1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1612+STABILITY: SURFACE MOTION
 JT1612
 JT1612  HISTORY     - Date     Condition        Report By
 JT1612  HISTORY     - 1971     MONUMENTED       CA2330
 JT1612
 JT1612                          STATION DESCRIPTION
 JT1612
 JT1612'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1612'AT NAPA, SOUTHERN PACIFIC RAILROAD TO SONOMA, 2500 FT (762.0 M) EAST
 JT1612'OF THE EAST BANK OF NAPA RIVER ON LEVEE ROAD ON THE SOUTH SIDE, A
 JT1612'CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2480 ***********************************************************************
 HS2480  DESIGNATION -  47 DWR
 HS2480  PID         -  HS2480
 HS2480  STATE/COUNTY-  CA/STANISLAUS
 HS2480  USGS QUAD   -  NEWMAN (1978)
 HS2480
 HS2480                         *CURRENT SURVEY CONTROL
 HS2480  ___________________________________________________________________
 HS2480* NAD 83(1986)-  37 21 14.     (N)    121 06 30.     (W)     SCALED    
 HS2480* NAVD 88     -        56.54   (+/-2cm)     185.5    (feet)  VERTCON   
 HS2480  ___________________________________________________________________
 HS2480  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HS2480  VERT ORDER  -  THIRD (See Below)
 HS2480
 HS2480.The horizontal coordinates were scaled from a topographic map and have
 HS2480.an estimated accuracy of +/- 6 seconds.
 HS2480
 HS2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2480.The vertical order pertains to the NGVD 29 superseded value.
 HS2480
 HS2480.The geoid height was determined by GEOID03.
 HS2480
 HS2480;                    North         East    Units  Estimated Accuracy
 HS2480;SPC CA 3     -   594,940.    1,946,110.      MT  (+/- 180 meters Scaled)
 HS2480
 HS2480                          SUPERSEDED SURVEY CONTROL
 HS2480
 HS2480  NGVD 29 (??/??/??)   55.77   (m)          183.0    (f) RESET       3  
 HS2480
 HS2480.Superseded values are not recommended for survey control.
 HS2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2480.See file dsdata.txt to determine how the superseded data were derived.
 HS2480
 HS2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG675358(NAD 83)
 HS2480_MARKER: P = PIPE CAP
 HS2480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2480_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2480_STAMPING: 47
 HS2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2480
 HS2480  HISTORY     - Date     Condition        Report By
 HS2480  HISTORY     - UNK      MONUMENTED       CADWR
 HS2480  HISTORY     - 1964     GOOD             NGS
 HS2480
 HS2480                          STATION DESCRIPTION
 HS2480
 HS2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS2480'4.6 MI SE FROM CROWS LANDING.
 HS2480'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY
 HS2480'33 AT CROWS LANDING, THENCE 2.65 MILES SOUTH ALONG THE EAST
 HS2480'LEVEE ROAD OF THE DELTA-MENDOTA CANAL, 145.6 FEET WEST OF BENCH
 HS2480'MARK R 1131, 77 FEET SOUTH OF THE CENTER OF A WIRE GATE ACROSS
 HS2480'A TRACK ROAD, 1.4 FEET WEST OF A T JUNCTION FENCE CORNER POST,
 HS2480'2.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE LEVEE
 HS2480'ROAD, AND BOLTED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING
 HS2480'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0526 ***********************************************************************
 MW0526  DESIGNATION -  47 M
 MW0526  PID         -  MW0526
 MW0526  STATE/COUNTY-  CA/SISKIYOU
 MW0526  USGS QUAD   -  MEDICINE LAKE (1993)
 MW0526
 MW0526                         *CURRENT SURVEY CONTROL
 MW0526  ___________________________________________________________________
 MW0526* NAD 83(1986)-  41 31 00.     (N)    121 32 41.     (W)     SCALED    
 MW0526* NAVD 88     -      1752.439  (meters)    5749.46   (feet)  ADJUSTED  
 MW0526  ___________________________________________________________________
 MW0526  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 MW0526  DYNAMIC HT  -        1751.103 (meters)    5745.08  (feet)  COMP
 MW0526  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 MW0526
 MW0526  VERT ORDER  -  SECOND    CLASS 0
 MW0526
 MW0526.The horizontal coordinates were scaled from a topographic map and have
 MW0526.an estimated accuracy of +/- 6 seconds.
 MW0526
 MW0526.The orthometric height was determined by differential leveling
 MW0526.and adjusted in June 1991.
 MW0526
 MW0526.The geoid height was determined by GEOID03.
 MW0526
 MW0526.The dynamic height is computed by dividing the NAVD 88
 MW0526.geopotential number by the normal gravity value computed on the
 MW0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0526.degrees latitude (g = 980.6199 gals.).
 MW0526
 MW0526.The modeled gravity was interpolated from observed gravity values.
 MW0526
 MW0526;                    North         East    Units  Estimated Accuracy
 MW0526;SPC CA 1     -   742,540.    2,038,000.      MT  (+/- 180 meters Scaled)
 MW0526
 MW0526                          SUPERSEDED SURVEY CONTROL
 MW0526
 MW0526  NGVD 29 (??/??/??) 1751.227  (m)         5745.48   (f) ADJUSTED    2 0
 MW0526
 MW0526.Superseded values are not recommended for survey control.
 MW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0526.See file dsdata.txt to determine how the superseded data were derived.
 MW0526
 MW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL214971(NAD 83)
 MW0526_MARKER: DD = SURVEY DISK
 MW0526_SETTING: 80 = SET IN A BOULDER
 MW0526_STAMPING: 47 M 5745.5 1932
 MW0526_MARK LOGO: USGS  
 MW0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0526+STABILITY: SURFACE MOTION
 MW0526
 MW0526  HISTORY     - Date     Condition        Report By
 MW0526  HISTORY     - 1932     MONUMENTED       USGS
 MW0526  HISTORY     - 1954     GOOD             CGS
 MW0526
 MW0526                          STATION DESCRIPTION
 MW0526
 MW0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0526'8.2 MI SE FROM MEDICINE LAKE.
 MW0526'8.2 MILES SOUTHEAST ALONG A GRADED ROAD FROM MEDICINE LAKE
 MW0526'GUARD STATION, AT THE T JUNCTION OF A ROAD LEADING SOUTHWEST, IN
 MW0526'THE TOP OF THE APPROXIMATE CENTER OF A 6- BY 6-FOOT BOULDER
 MW0526'PROJECTING 2 FEET ABOVE THE GROUND, 429 FEET SOUTHWEST OF THE
 MW0526'CENTER LINE OF THE GRADED ROAD, 40 FEET SOUTHEAST OF THE ROAD
 MW0526'LEADING SOUTHWEST, 40 FEET NORTH OF THE NORTH EDGE OF A POINT
 MW0526'OF A LAVA FLOW, AND ABOUT 8 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0652 ***********************************************************************
 JT0652  DESIGNATION -  47 M
 JT0652  PID         -  JT0652
 JT0652  STATE/COUNTY-  CA/MARIN
 JT0652  USGS QUAD   -  VALLEY FORD (1971)
 JT0652
 JT0652                         *CURRENT SURVEY CONTROL
 JT0652  ___________________________________________________________________
 JT0652* NAD 83(1986)-  38 16 36.     (N)    122 53 59.     (W)     SCALED    
 JT0652* NAVD 88     -         8.460  (meters)      27.76   (feet)  ADJUSTED  
 JT0652  ___________________________________________________________________
 JT0652  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JT0652  DYNAMIC HT  -           8.454 (meters)      27.74  (feet)  COMP
 JT0652  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 JT0652
 JT0652  VERT ORDER  -  FIRST     CLASS II
 JT0652
 JT0652.The horizontal coordinates were scaled from a topographic map and have
 JT0652.an estimated accuracy of +/- 6 seconds.
 JT0652
 JT0652.The orthometric height was determined by differential leveling
 JT0652.and adjusted in June 1991.
 JT0652
 JT0652.The geoid height was determined by GEOID03.
 JT0652
 JT0652.The dynamic height is computed by dividing the NAVD 88
 JT0652.geopotential number by the normal gravity value computed on the
 JT0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0652.degrees latitude (g = 980.6199 gals.).
 JT0652
 JT0652.The modeled gravity was interpolated from observed gravity values.
 JT0652
 JT0652;                    North         East    Units  Estimated Accuracy
 JT0652;SPC CA 3     -   699,870.    1,790,050.      MT  (+/- 180 meters Scaled)
 JT0652
 JT0652                          SUPERSEDED SURVEY CONTROL
 JT0652
 JT0652  NGVD 29 (12/02/92)    7.623  (m)           25.01   (f) ADJUSTED    1 2
 JT0652
 JT0652.Superseded values are not recommended for survey control.
 JT0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0652.See file dsdata.txt to determine how the superseded data were derived.
 JT0652
 JT0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH087365(NAD 83)
 JT0652_MARKER: DD = SURVEY DISK
 JT0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT0652_SP_SET: WINGWALL
 JT0652_STAMPING: 47 M 24 1933
 JT0652_MARK LOGO: USGS  
 JT0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0652+STABILITY: SURFACE MOTION
 JT0652
 JT0652  HISTORY     - Date     Condition        Report By
 JT0652  HISTORY     - 1933     MONUMENTED       USGS
 JT0652  HISTORY     - 1959     GOOD             NGS
 JT0652  HISTORY     - 1973     GOOD             NGS
 JT0652  HISTORY     - 1985     GOOD             USPSQD
 JT0652  HISTORY     - 1987     GOOD             NGS
 JT0652
 JT0652                          STATION DESCRIPTION
 JT0652
 JT0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JT0652'2.5 MI N FROM TOMALES.
 JT0652'2.5 MILES NORTH ALONG STATE HIGHWAY 1 FROM TOMALES, MARIN COUNTY,
 JT0652'123 FEET EAST ALONG THE ROAD TO TWO ROCK FROM THE CENTER OF ITS
 JT0652'INTERSECTION WITH STATE HIGHWAY 1, IN THE TOP OF THE WEST
 JT0652'RETAINING WALL OF A BRIDGE BUILT IN 1932, AND 21 FEET NORTH
 JT0652'OF THE CENTERLINE OF THE ROAD.
 JT0652
 JT0652                          STATION RECOVERY (1973)
 JT0652
 JT0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JT0652'RECOVERED IN GOOD CONDITION.
 JT0652
 JT0652                          STATION RECOVERY (1985)
 JT0652
 JT0652'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0652'RECOVERED IN GOOD CONDITION.
 JT0652
 JT0652                          STATION RECOVERY (1987)
 JT0652
 JT0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0652'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.5 KM
 JT0652'(2.15 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF FIRST
 JT0652'STREET IN TOMALES, IN TOP OF AND 4.1 M (13.5 FT) SOUTH OF THE NORTH
 JT0652'END OF THE NORTH WINGWALL OF THE WEST ABUTMENT OF A BRIDGE SPANNING A
 JT0652'CREEK, 35.7 M (117.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JT0652'7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF FALLON-TWO ROCK ROAD.
 JT0652'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5630 ***********************************************************************
 DX5630  DESIGNATION -  47 OJA
 DX5630  PID         -  DX5630
 DX5630  STATE/COUNTY-  CA/RIVERSIDE
 DX5630  USGS QUAD   -  WINCHESTER (1979)
 DX5630
 DX5630                         *CURRENT SURVEY CONTROL
 DX5630  ___________________________________________________________________
 DX5630* NAD 83(1986)-  33 41 38.     (N)    117 04 13.     (W)     SCALED    
 DX5630* NAVD 88     -       455.649  (meters)    1494.91   (feet)  ADJUSTED  
 DX5630  ___________________________________________________________________
 DX5630  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX5630  DYNAMIC HT  -         455.127 (meters)    1493.20  (feet)  COMP
 DX5630  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 DX5630
 DX5630  VERT ORDER  -  FIRST     CLASS II
 DX5630
 DX5630.The horizontal coordinates were scaled from a topographic map and have
 DX5630.an estimated accuracy of +/- 6 seconds.
 DX5630
 DX5630.The orthometric height was determined by differential leveling
 DX5630.and adjusted in May 1994.
 DX5630
 DX5630.The geoid height was determined by GEOID03.
 DX5630
 DX5630.The dynamic height is computed by dividing the NAVD 88
 DX5630.geopotential number by the normal gravity value computed on the
 DX5630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5630.degrees latitude (g = 980.6199 gals.).
 DX5630
 DX5630.The modeled gravity was interpolated from observed gravity values.
 DX5630
 DX5630;                    North         East    Units  Estimated Accuracy
 DX5630;SPC CA 6     -   669,670.    1,923,950.      MT  (+/- 180 meters Scaled)
 DX5630
 DX5630                          SUPERSEDED SURVEY CONTROL
 DX5630
 DX5630.No superseded survey control is available for this station.
 DX5630
 DX5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT934282(NAD 83)
 DX5630_MARKER: DD = SURVEY DISK
 DX5630_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5630_SP_SET: BRIDGE WINGWALL
 DX5630_STAMPING: 47 OJA 1967
 DX5630_MARK LOGO: MWDSC 
 DX5630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5630+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5630
 DX5630  HISTORY     - Date     Condition        Report By
 DX5630  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5630  HISTORY     - 19921109 GOOD             MWDSC
 DX5630
 DX5630                          STATION DESCRIPTION
 DX5630
 DX5630'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5630'WINCHESTER, 1.3 MILES (2.1 KM) SOUTHEAST OF, 0.4 MILES (0.6 KM) EAST
 DX5630'ALONG NEWPORT RD.  FROM THE INTERSECTION WITH WINCHESTER RD.TO THE
 DX5630'BRIDGE OVER THE SAN DIEGO CANAL, 0.4 MILE (0.6 KM) NORTH ALONG THE
 DX5630'CANAL TO A BRIDGE AT STATION 653+50, 9 FEET (2.7 M) EAST OF THE
 DX5630'CENTER OF THE BRIDGE AND 15 FEET (4.6 M) WEST OF THE EAST END OF WING
 DX5630'WALL, IN THE NORTH OF WINGWALL AND 2.5 FEET (0.8 M) ABOVE SPILLWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0530 ***********************************************************************
 FT0530  DESIGNATION -  47 RM
 FT0530  PID         -  FT0530
 FT0530  STATE/COUNTY-  CA/KERN
 FT0530  USGS QUAD   -  PEARSONVILLE (1982)
 FT0530
 FT0530                         *CURRENT SURVEY CONTROL
 FT0530  ___________________________________________________________________
 FT0530* NAD 83(1986)-  35 47 14.     (N)    117 47 38.     (W)     SCALED    
 FT0530* NAVD 88     -       698.487  (meters)    2291.62   (feet)  ADJUSTED  
 FT0530  ___________________________________________________________________
 FT0530  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FT0530  DYNAMIC HT  -         697.720 (meters)    2289.10  (feet)  COMP
 FT0530  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 FT0530
 FT0530  VERT ORDER  -  FIRST     CLASS II
 FT0530
 FT0530.The horizontal coordinates were scaled from a topographic map and have
 FT0530.an estimated accuracy of +/- 6 seconds.
 FT0530
 FT0530.The orthometric height was determined by differential leveling
 FT0530.and adjusted in June 1991.
 FT0530
 FT0530.The geoid height was determined by GEOID03.
 FT0530
 FT0530.The dynamic height is computed by dividing the NAVD 88
 FT0530.geopotential number by the normal gravity value computed on the
 FT0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0530.degrees latitude (g = 980.6199 gals.).
 FT0530
 FT0530.The modeled gravity was interpolated from observed gravity values.
 FT0530
 FT0530;                    North         East    Units  Estimated Accuracy
 FT0530;SPC CA 5     -   753,750.    2,018,640.      MT  (+/- 180 meters Scaled)
 FT0530
 FT0530                          SUPERSEDED SURVEY CONTROL
 FT0530
 FT0530  NGVD 29 (??/??/??)  697.75   (m)         2289.2    (f) RESET       3  
 FT0530
 FT0530.Superseded values are not recommended for survey control.
 FT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0530.See file dsdata.txt to determine how the superseded data were derived.
 FT0530
 FT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV282606(NAD 83)
 FT0530_MARKER: DD = SURVEY DISK
 FT0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0530_STAMPING: 47 RM 1950
 FT0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0530+STABILITY: SURFACE MOTION
 FT0530
 FT0530  HISTORY     - Date     Condition        Report By
 FT0530  HISTORY     - 1950     MONUMENTED       USN
 FT0530  HISTORY     - 1950     GOOD             NGS
 FT0530
 FT0530                          STATION DESCRIPTION
 FT0530
 FT0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0530'11.3 MI NE FROM CHINA LAKE USN .
 FT0530'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0530'B-1 RANGE, JUST WEST OF THE CONTROL TOWER OF THE B-1 AIR STRIP,
 FT0530'AND IS ONE OF THE STATIONS OF THE B-1 BASE LINE.  THE STATION
 FT0530'IS A NAVAL ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE POST
 FT0530'SET IN THE GROUND, THE DISK IS STAMPED 47 RM 1950 AND PROJECTS 3
 FT0530'INCHES.  TO REACH FROM THE CONTROL TOWER OF THE B-1 AIR STRIP
 FT0530'GO WEST TO THE B-1 BASE LINE, TURN RIGHT, NORTH, ALONG THE BASE
 FT0530'LINE TO THE STATION AS DESCRIBED.  DIRECTIONS TO REACH THE B-1
 FT0530'BASE LINE CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0530'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0817 ***********************************************************************
 JS0817  DESIGNATION -  47 USE
 JS0817  PID         -  JS0817
 JS0817  STATE/COUNTY-  CA/SACRAMENTO
 JS0817  USGS QUAD   -  FOLSOM (1980)
 JS0817
 JS0817                         *CURRENT SURVEY CONTROL
 JS0817  ___________________________________________________________________
 JS0817* NAD 83(1986)-  38 37 54.     (N)    121 12 31.     (W)     SCALED    
 JS0817* NAVD 88     -        46.74   (+/-2cm)     153.3    (feet)  VERTCON   
 JS0817  ___________________________________________________________________
 JS0817  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JS0817  VERT ORDER  -  THIRD (See Below)
 JS0817
 JS0817.The horizontal coordinates were scaled from a topographic map and have
 JS0817.an estimated accuracy of +/- 6 seconds.
 JS0817
 JS0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0817.The vertical order pertains to the NGVD 29 superseded value.
 JS0817
 JS0817.The geoid height was determined by GEOID03.
 JS0817
 JS0817;                    North         East    Units  Estimated Accuracy
 JS0817;SPC CA 2     -   607,420.    2,068,910.      MT  (+/- 180 meters Scaled)
 JS0817
 JS0817                          SUPERSEDED SURVEY CONTROL
 JS0817
 JS0817  NGVD 29 (??/??/??)   45.98   (m)          150.9    (f) RESET       3  
 JS0817
 JS0817.Superseded values are not recommended for survey control.
 JS0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0817.See file dsdata.txt to determine how the superseded data were derived.
 JS0817
 JS0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH559774(NAD 83)
 JS0817_MARKER: P = PIPE CAP
 JS0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0817_STAMPING: 153.7 47
 JS0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0817
 JS0817  HISTORY     - Date     Condition        Report By
 JS0817  HISTORY     - UNK      MONUMENTED       DOD
 JS0817  HISTORY     - 1934     GOOD             NGS
 JS0817  HISTORY     - 1967     MARK NOT FOUND   USGS
 JS0817
 JS0817                          STATION DESCRIPTION
 JS0817
 JS0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0817'2.2 MI SW FROM NATOMA.
 JS0817'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM NATOMA, SACRAMENTO
 JS0817'COUNTY, 0.5 MILE EAST OF NIMBUS, ON THE RIGHT-OF-WAY OF THE
 JS0817'SOUTHERN PACIFIC CO. RAILROAD, 28 FEET SOUTHEAST OF THE CENTERLINE
 JS0817'OF THE HIGHWAY, AND 2 FEET SOUTHEAST OF A FENCE LINE.  A CORPS
 JS0817'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 153.7 47 AND
 JS0817'RIVETED ON THE TOP OF AN IRON PIPE SET IN A TILE FILLED WITH
 JS0817'CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 JS0817
 JS0817                          STATION RECOVERY (1967)
 JS0817
 JS0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JS0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2376 ***********************************************************************
 HS2376  DESIGNATION -  47.38 USBR
 HS2376  PID         -  HS2376
 HS2376  STATE/COUNTY-  CA/STANISLAUS
 HS2376  USGS QUAD   -  CROWS LANDING (1980)
 HS2376
 HS2376                         *CURRENT SURVEY CONTROL
 HS2376  ___________________________________________________________________
 HS2376* NAD 83(1986)-  37 23 03.     (N)    121 06 14.     (W)     SCALED    
 HS2376* NAVD 88     -        56.74   (+/-2cm)     186.2    (feet)  VERTCON   
 HS2376  ___________________________________________________________________
 HS2376  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HS2376  VERT ORDER  -  THIRD (See Below)
 HS2376
 HS2376.The horizontal coordinates were scaled from a topographic map and have
 HS2376.an estimated accuracy of +/- 6 seconds.
 HS2376
 HS2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2376.The vertical order pertains to the NGVD 29 superseded value.
 HS2376
 HS2376.The geoid height was determined by GEOID03.
 HS2376
 HS2376;                    North         East    Units  Estimated Accuracy
 HS2376;SPC CA 3     -   598,300.    1,946,520.      MT  (+/- 180 meters Scaled)
 HS2376
 HS2376                          SUPERSEDED SURVEY CONTROL
 HS2376
 HS2376  NGVD 29 (??/??/??)   55.98   (m)          183.7    (f) RESET       3  
 HS2376
 HS2376.Superseded values are not recommended for survey control.
 HS2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2376.See file dsdata.txt to determine how the superseded data were derived.
 HS2376
 HS2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG678391(NAD 83)
 HS2376_MARKER: DD = SURVEY DISK
 HS2376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2376_SP_SET: BRIDGE ABUTMENT
 HS2376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2376
 HS2376  HISTORY     - Date     Condition        Report By
 HS2376  HISTORY     - UNK      MONUMENTED       BOR
 HS2376  HISTORY     - 1966     GOOD             NGS
 HS2376
 HS2376                          STATION DESCRIPTION
 HS2376
 HS2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HS2376'2.6 I SW FROM CROWS LANDING.
 HS2376'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE
 HS2376'HIGHWAY 33 AT CROWS LANDING, THENCE 0.55 MILE SOUTH ALONG THE
 HS2376'DELTA-MANDOTA CANAL, IN THE TOP OF THE NORTH END OF THE EAST
 HS2376'CONCRETE ABUTMENT OF BRIDGE NO. 47.38 OVER THE CANAL, 23 FEET
 HS2376'WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD ALONG THE CANAL,
 HS2376'10 FEET NORTH OF A FARM ROAD, AND ABOUT LEVEL WITH THE LEVEE
 HS2376'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0260 ***********************************************************************
 LT0260  DESIGNATION -  4700.10 BPR
 LT0260  PID         -  LT0260
 LT0260  STATE/COUNTY-  CA/TEHAMA
 LT0260  USGS QUAD   -  CHILDS MEADOWS (1995)
 LT0260
 LT0260                         *CURRENT SURVEY CONTROL
 LT0260  ___________________________________________________________________
 LT0260* NAD 83(1986)-  40 19 13.     (N)    121 27 30.     (W)     SCALED    
 LT0260* NAVD 88     -      1466.351  (meters)    4810.85   (feet)  ADJUSTED  
 LT0260  ___________________________________________________________________
 LT0260  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0260  DYNAMIC HT  -        1465.166 (meters)    4806.97  (feet)  COMP
 LT0260  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 LT0260
 LT0260  VERT ORDER  -  SECOND    CLASS 0
 LT0260
 LT0260.The horizontal coordinates were scaled from a topographic map and have
 LT0260.an estimated accuracy of +/- 6 seconds.
 LT0260
 LT0260.The orthometric height was determined by differential leveling
 LT0260.and adjusted in June 1991.
 LT0260
 LT0260.The geoid height was determined by GEOID03.
 LT0260
 LT0260.The dynamic height is computed by dividing the NAVD 88
 LT0260.geopotential number by the normal gravity value computed on the
 LT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0260.degrees latitude (g = 980.6199 gals.).
 LT0260
 LT0260.The modeled gravity was interpolated from observed gravity values.
 LT0260
 LT0260;                    North         East    Units  Estimated Accuracy
 LT0260;SPC CA 1     -   609,730.    2,046,040.      MT  (+/- 180 meters Scaled)
 LT0260
 LT0260                          SUPERSEDED SURVEY CONTROL
 LT0260
 LT0260  NGVD 29 (??/??/??) 1465.312  (m)         4807.44   (f) ADJUSTED    2 0
 LT0260
 LT0260.Superseded values are not recommended for survey control.
 LT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0260.See file dsdata.txt to determine how the superseded data were derived.
 LT0260
 LT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK309644(NAD 83)
 LT0260_MARKER: P = PIPE CAP
 LT0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0260_STAMPING: 4700.10 716+56.07 1929
 LT0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0260
 LT0260  HISTORY     - Date     Condition        Report By
 LT0260  HISTORY     - 1929     MONUMENTED       BPR
 LT0260  HISTORY     - 1934     GOOD             NGS
 LT0260  HISTORY     - 19990815 GOOD             USPSQD
 LT0260  HISTORY     - 19990816 GOOD             USPSQD
 LT0260
 LT0260                          STATION DESCRIPTION
 LT0260
 LT0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0260'13.7 MI SE FROM MINERAL.
 LT0260'13.7 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0260'COUNTY, ABOUT 100 FEET WEST OF A 3-1/3- BY 5-FOOT CULVERT AT
 LT0260'HIGHWAY STATION C 717+65, OPPOSITE A GRAVEL PILE, AND 50 FEET
 LT0260'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 LT0260'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 4700.10 716+56.07
 LT0260'1929 AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES
 LT0260'ABOVE GROUND.
 LT0260
 LT0260                          STATION RECOVERY (1999)
 LT0260
 LT0260'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0260'RECOVERED IN GOOD CONDITION.
 LT0260
 LT0260                          STATION RECOVERY (1999)
 LT0260
 LT0260'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0286 ***********************************************************************
 HR0286  DESIGNATION -  4712
 HR0286  PID         -  HR0286
 HR0286  STATE/COUNTY-  CA/MONO
 HR0286  USGS QUAD   -  HAMMIL VALLEY (1994)
 HR0286
 HR0286                         *CURRENT SURVEY CONTROL
 HR0286  ___________________________________________________________________
 HR0286* NAD 83(1986)-  37 42 20.     (N)    118 24 35.     (W)     SCALED    
 HR0286* NAVD 88     -      1433.725  (meters)    4703.81   (feet)  ADJUSTED  
 HR0286  ___________________________________________________________________
 HR0286  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HR0286  DYNAMIC HT  -        1432.104 (meters)    4698.49  (feet)  COMP
 HR0286  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 HR0286
 HR0286  VERT ORDER  -  FIRST     CLASS II
 HR0286
 HR0286.The horizontal coordinates were scaled from a topographic map and have
 HR0286.an estimated accuracy of +/- 6 seconds.
 HR0286
 HR0286.The orthometric height was determined by differential leveling
 HR0286.and adjusted in June 1991.
 HR0286
 HR0286.The geoid height was determined by GEOID03.
 HR0286
 HR0286.The dynamic height is computed by dividing the NAVD 88
 HR0286.geopotential number by the normal gravity value computed on the
 HR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0286.degrees latitude (g = 980.6199 gals.).
 HR0286
 HR0286.The modeled gravity was interpolated from observed gravity values.
 HR0286
 HR0286;                    North         East    Units  Estimated Accuracy
 HR0286;SPC CA 3     -   635,850.    2,184,300.      MT  (+/- 180 meters Scaled)
 HR0286
 HR0286                          SUPERSEDED SURVEY CONTROL
 HR0286
 HR0286  NGVD 29 (??/??/92) 1432.520  (m)         4699.86   (f) ADJ UNCH    1 2
 HR0286
 HR0286.Superseded values are not recommended for survey control.
 HR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0286.See file dsdata.txt to determine how the superseded data were derived.
 HR0286
 HR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB757740(NAD 83)
 HR0286_MARKER: P = PIPE CAP
 HR0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0286_SP_SET: SHALLOW-SET PIPE
 HR0286_STAMPING: 4712
 HR0286_MARK LOGO: USGS  
 HR0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0286
 HR0286  HISTORY     - Date     Condition        Report By
 HR0286  HISTORY     - UNK      MONUMENTED       USGS
 HR0286  HISTORY     - 1955     GOOD             NGS
 HR0286  HISTORY     - 1986     GOOD             NGS
 HR0286
 HR0286                          STATION DESCRIPTION
 HR0286
 HR0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0286'12.3 MI S FROM BENTON STATION.
 HR0286'10.2 MILES SOUTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF
 HR0286'STATE HIGHWAY 120 AT BENTON STATION, THENCE 0.3 MILE EAST
 HR0286'ALONG A PAVED ROAD, THENCE 1.8 MILES NORTH ALONG AN ABANDONED
 HR0286'SOUTHERN PACIFIC COMPANY RAILROAD BED, 39 1/2 FEET NORTHEAST
 HR0286'OF THE CENTER LINE OF THE RAILROAD BED, 1.7 FEET WEST OF A
 HR0286'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE RAILROAD BED, AND
 HR0286'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT
 HR0286'ABOVE THE GROUND.
 HR0286
 HR0286                          STATION RECOVERY (1986)
 HR0286
 HR0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0286'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.4 KM (8.3
 HR0286'MI) SOUTH ALONG US HIGHWAY 6 FROM THE JUNCTION OF STATE HIGHWAY 120
 HR0286'IN BENTON, THENCE 0.52 KM (0.32 MI) EAST ALONG A GRAVEL ROAD TO A
 HR0286'FORK, THENCE 0.34 KM (0.21 MI) EAST ALONG THE SOUTH FORK AND AROUND
 HR0286'THE BASE OF A SMALL HILL TO A T-JUNCTION, THENCE 0.75 KM (0.47 MI)
 HR0286'EAST THEN SOUTH THEN EAST AGAIN ALONG A DIRT ROAD THAT FOLLOWS THE
 HR0286'EDGE OF A FIELD TO ANOTHER CORNER AND A ROAD LEADING SOUTH, 77.4
 HR0286'METERS (254 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD SOUTH, 59.7
 HR0286'METERS (196 FT) EAST OF THE CORNER POST OF A FENCE, 18.9 METERS (62.0
 HR0286'FT) NORTH OF THE EXTENDED LINE OF THE EAST-WEST FENCE, 12.0 METERS
 HR0286'(39.5 FT) EAST OF AN OLD RAILROAD BED.  A CAP ON A 3-1/2-INCH IRON
 HR0286'PIPE OF UNKNOWN DEPTH AND PROJECTING 10 CM.
 HR0286'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 HR0286'THE MARK IS 0.3 M ABOVE THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0347 ***********************************************************************
 LT0347  DESIGNATION -  4713.48 USGS
 LT0347  PID         -  LT0347
 LT0347  STATE/COUNTY-  CA/TEHAMA
 LT0347  USGS QUAD   -  MINERAL (1995)
 LT0347
 LT0347                         *CURRENT SURVEY CONTROL
 LT0347  ___________________________________________________________________
 LT0347* NAD 83(1986)-  40 21 44.     (N)    121 30 16.     (W)     SCALED    
 LT0347* NAVD 88     -      1470.366  (meters)    4824.03   (feet)  ADJUSTED  
 LT0347  ___________________________________________________________________
 LT0347  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 LT0347  DYNAMIC HT  -        1469.186 (meters)    4820.15  (feet)  COMP
 LT0347  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 LT0347
 LT0347  VERT ORDER  -  SECOND    CLASS 0
 LT0347
 LT0347.The horizontal coordinates were scaled from a topographic map and have
 LT0347.an estimated accuracy of +/- 6 seconds.
 LT0347
 LT0347.The orthometric height was determined by differential leveling
 LT0347.and adjusted in June 1991.
 LT0347
 LT0347.The geoid height was determined by GEOID03.
 LT0347
 LT0347.The dynamic height is computed by dividing the NAVD 88
 LT0347.geopotential number by the normal gravity value computed on the
 LT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0347.degrees latitude (g = 980.6199 gals.).
 LT0347
 LT0347.The modeled gravity was interpolated from observed gravity values.
 LT0347
 LT0347;                    North         East    Units  Estimated Accuracy
 LT0347;SPC CA 1     -   614,370.    2,042,090.      MT  (+/- 180 meters Scaled)
 LT0347
 LT0347                          SUPERSEDED SURVEY CONTROL
 LT0347
 LT0347  NGVD 29 (??/??/??) 1469.330  (m)         4820.63   (f) ADJUSTED    2 0
 LT0347
 LT0347.Superseded values are not recommended for survey control.
 LT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0347.See file dsdata.txt to determine how the superseded data were derived.
 LT0347
 LT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK269690(NAD 83)
 LT0347_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0347_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0347_STAMPING: 4713.48 1929
 LT0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0347
 LT0347  HISTORY     - Date     Condition        Report By
 LT0347  HISTORY     - 1929     MONUMENTED       BPR
 LT0347  HISTORY     - 1934     GOOD             NGS
 LT0347  HISTORY     - 1982     MARK NOT FOUND   USGS
 LT0347  HISTORY     - 19990811 MARK NOT FOUND   USPSQD
 LT0347
 LT0347                          STATION DESCRIPTION
 LT0347
 LT0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0347'9.4 MI E FROM MINERAL.
 LT0347'9.4 MILES EAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0347'COUNTY, 15 FEET WEST OF A BRIDGE OVER MILL CREEK, 40 FEET
 LT0347'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET SOUTH OF
 LT0347'A FENCE LINE.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LT0347'CAP, STAMPED 4713.48 1929 AND RIVETED ON THE TOP OF A IRON PIPE.
 LT0347
 LT0347                          STATION RECOVERY (1982)
 LT0347
 LT0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LT0347'MARK NOT FOUND.
 LT0347
 LT0347                          STATION RECOVERY (1999)
 LT0347
 LT0347'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1123 ***********************************************************************
 DX1123  DESIGNATION -  472.3
 DX1123  PID         -  DX1123
 DX1123  STATE/COUNTY-  CA/SAN DIEGO
 DX1123  USGS QUAD   -  ESCONDIDO (1975)
 DX1123
 DX1123                         *CURRENT SURVEY CONTROL
 DX1123  ___________________________________________________________________
 DX1123* NAD 83(1986)-  33 02 36.     (N)    117 03 47.     (W)     SCALED    
 DX1123* NAVD 88     -       144.55   (+/-2cm)     474.2    (feet)  VERTCON   
 DX1123  ___________________________________________________________________
 DX1123  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DX1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1123
 DX1123.The horizontal coordinates were scaled from a topographic map and have
 DX1123.an estimated accuracy of +/- 6 seconds.
 DX1123
 DX1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1123.The vertical order pertains to the NGVD 29 superseded value.
 DX1123
 DX1123.The geoid height was determined by GEOID03.
 DX1123
 DX1123;                    North         East    Units  Estimated Accuracy
 DX1123;SPC CA 6     -   597,520.    1,924,060.      MT  (+/- 180 meters Scaled)
 DX1123
 DX1123                          SUPERSEDED SURVEY CONTROL
 DX1123
 DX1123  NGVD 29 (??/??/??)  143.895  (m)          472.10   (f) ADJUSTED    2 0
 DX1123
 DX1123.Superseded values are not recommended for survey control.
 DX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1123.See file dsdata.txt to determine how the superseded data were derived.
 DX1123
 DX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS941560(NAD 83)
 DX1123_MARKER: Q = CHISELED SQUARE
 DX1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1123_SP_SET: CULVERT
 DX1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1123
 DX1123  HISTORY     - Date     Condition        Report By
 DX1123  HISTORY     - UNK      MONUMENTED       USGS
 DX1123  HISTORY     - 1955     GOOD             NGS
 DX1123  HISTORY     - 20010515 MARK NOT FOUND   USPSQD
 DX1123
 DX1123                          STATION DESCRIPTION
 DX1123
 DX1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1123'7.7 MI N FROM POWAY PARK GROVE.
 DX1123'7.7 MILES NORTH ALONG POMERADO ROAD (OLD U.S. HIGHWAY 395)
 DX1123'FROM BIGSTONE LODGE AT POWAY PARK GROVE, AT 12-INCH CONCRETE
 DX1123'PIPE CULVERT B. 6.75, ON THE TOP OF THE CENTER OF THE SOUTHWEST
 DX1123'CONCRETE HEAD WALL, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1123'ROAD, 2.3 FEET SOUTHEAST OF A 6- BY 6-INCH GUARDPOST, 1.2 FEET
 DX1123'NORTHEAST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
 DX1123
 DX1123                          STATION RECOVERY (2001)
 DX1123
 DX1123'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 DX1123'NOT FOUND.  PROBABLE ROAD REALIGNMENT, GRADING AND EXTENSIVE BUILDING
 DX1123'HAVE DESTROYED THE MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0085 ***********************************************************************
 HT0085  DESIGNATION -  4725+86.37 EBMUD
 HT0085  PID         -  HT0085
 HT0085  STATE/COUNTY-  CA/CONTRA COSTA
 HT0085  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0085
 HT0085                         *CURRENT SURVEY CONTROL
 HT0085  ___________________________________________________________________
 HT0085* NAD 83(1986)-  37 53 24.     (N)    122 08 25.     (W)     SCALED    
 HT0085* NAVD 88     -       116.80   (+/-2cm)     383.2    (feet)  VERTCON   
 HT0085  ___________________________________________________________________
 HT0085  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0085
 HT0085.The horizontal coordinates were scaled from a topographic map and have
 HT0085.an estimated accuracy of +/- 6 seconds.
 HT0085
 HT0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0085.The vertical order pertains to the NGVD 29 superseded value.
 HT0085
 HT0085.The geoid height was determined by GEOID03.
 HT0085
 HT0085;                    North         East    Units  Estimated Accuracy
 HT0085;SPC CA 3     -   655,530.    1,855,730.      MT  (+/- 180 meters Scaled)
 HT0085
 HT0085                          SUPERSEDED SURVEY CONTROL
 HT0085
 HT0085  NGVD 29 (??/??/92)  115.953  (m)          380.42   (f) ADJ UNCH    1 2
 HT0085
 HT0085.Superseded values are not recommended for survey control.
 HT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0085.See file dsdata.txt to determine how the superseded data were derived.
 HT0085
 HT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG755939(NAD 83)
 HT0085_MARKER: DB = BENCH MARK DISK
 HT0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0085_SP_SET: WALL
 HT0085_STAMPING: 4725+86.37
 HT0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0085
 HT0085  HISTORY     - Date     Condition        Report By
 HT0085  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0085  HISTORY     - 1958     GOOD             NGS
 HT0085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0085
 HT0085                          STATION DESCRIPTION
 HT0085
 HT0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0085'1.3 MI W FROM LAFAYETTE.
 HT0085'1.3 MILES WEST ALONG MOUNT DIABLO BOULEVARD FROM THE T JUNCTION
 HT0085'OF MORAGA ROAD AT LA FAYETTE, AT THE LA FAYETTE FILTER PLANT AND
 HT0085'BRYANT-COLORADOS PUMPING PLANT, ABOUT 400 FEET NORTHEAST OF THE
 HT0085'CENTER LINE OF THE BOULEVARD, AT THE FILTER PLANT, AT THE UPPER
 HT0085'EDGE OF THE TERRACE, SET VERTICALLY IN THE NORTHWEST CONCRETE
 HT0085'WALL, 26 FEET SOUTHWEST OF THE NORTH CORNER OF THE PLANT
 HT0085'BUILDING, AND ABOUT LEVEL WITH THE GROUND.
 HT0085
 HT0085                          STATION RECOVERY (1987)
 HT0085
 HT0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0253 ***********************************************************************
 LT0253  DESIGNATION -  4727.50 BPR
 LT0253  PID         -  LT0253
 LT0253  STATE/COUNTY-  CA/SHASTA
 LT0253  USGS QUAD   -  OLD STATION (1995)
 LT0253
 LT0253                         *CURRENT SURVEY CONTROL
 LT0253  ___________________________________________________________________
 LT0253* NAD 83(1986)-  40 37 58.     (N)    121 28 33.     (W)     SCALED    
 LT0253* NAVD 88     -      1445.42   (+/-2cm)    4742.2    (feet)  VERTCON   
 LT0253  ___________________________________________________________________
 LT0253  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0253  VERT ORDER  -  ? (See Below)
 LT0253
 LT0253.The horizontal coordinates were scaled from a topographic map and have
 LT0253.an estimated accuracy of +/- 6 seconds.
 LT0253
 LT0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0253.The vertical order pertains to the NGVD 29 superseded value.
 LT0253
 LT0253.The geoid height was determined by GEOID03.
 LT0253
 LT0253;                    North         East    Units  Estimated Accuracy
 LT0253;SPC CA 1     -   644,420.    2,044,340.      MT  (+/- 180 meters Scaled)
 LT0253
 LT0253                          SUPERSEDED SURVEY CONTROL
 LT0253
 LT0253  NGVD 29 (??/??/??) 1444.349  (m)         4738.67   (f) ADJUSTED    ?  
 LT0253
 LT0253.Superseded values are not recommended for survey control.
 LT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0253.See file dsdata.txt to determine how the superseded data were derived.
 LT0253
 LT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK288991(NAD 83)
 LT0253_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0253_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0253_STAMPING: 4727.50 1932
 LT0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0253
 LT0253  HISTORY     - Date     Condition        Report By
 LT0253  HISTORY     - 1932     MONUMENTED       BPR
 LT0253  HISTORY     - 1935     GOOD             NGS
 LT0253
 LT0253                          STATION DESCRIPTION
 LT0253
 LT0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0253'4.2 MI SW FROM OLD STATION.
 LT0253'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0253'AT OLD STATION, SHASTA COUNTY, AT STATION 500+00, AND AT THE
 LT0253'EAST SIDE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 LT0253'ROADS STANDARD CAP, STAMPED 4727.50 1932 AND RIVETED ON THE TOP
 LT0253'OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0243 ***********************************************************************
 JS0243  DESIGNATION -  4728.01 TDS
 JS0243  PID         -  JS0243
 JS0243  STATE/COUNTY-  CA/TUOLUMNE
 JS0243  USGS QUAD   -  STRAWBERRY (1979)
 JS0243
 JS0243                         *CURRENT SURVEY CONTROL
 JS0243  ___________________________________________________________________
 JS0243* NAD 83(1986)-  38 14 22.     (N)    120 01 26.     (W)     SCALED    
 JS0243* NAVD 88     -      1442.03   (+/-2cm)    4731.1    (feet)  VERTCON   
 JS0243  ___________________________________________________________________
 JS0243  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 JS0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0243
 JS0243.The horizontal coordinates were scaled from a topographic map and have
 JS0243.an estimated accuracy of +/- 6 seconds.
 JS0243
 JS0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0243.The vertical order pertains to the NGVD 29 superseded value.
 JS0243
 JS0243.The geoid height was determined by GEOID03.
 JS0243
 JS0243;                    North         East    Units  Estimated Accuracy
 JS0243;SPC CA 3     -   693,160.    2,041,680.      MT  (+/- 180 meters Scaled)
 JS0243
 JS0243                          SUPERSEDED SURVEY CONTROL
 JS0243
 JS0243  NGVD 29 (??/??/92) 1440.957  (m)         4727.54   (f) ADJ UNCH    2 0
 JS0243
 JS0243.Superseded values are not recommended for survey control.
 JS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0243.See file dsdata.txt to determine how the superseded data were derived.
 JS0243
 JS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH604365(NAD 83)
 JS0243_MARKER: S = SPIKE
 JS0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0243_SP_SET: SUGAR PINE TREE
 JS0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0243
 JS0243  HISTORY     - Date     Condition        Report By
 JS0243  HISTORY     - UNK      MONUMENTED       LOCSUR
 JS0243  HISTORY     - 1957     GOOD             NGS
 JS0243  HISTORY     - 1974     MARK NOT FOUND   USGS
 JS0243
 JS0243                          STATION DESCRIPTION
 JS0243
 JS0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0243'3 MI SE FROM HELLS HALF ACRE BRIDGE.
 JS0243'3.0 MILES SOUTHEAST ALONG HELLS HALF ACRE ROAD FROM HELLS
 JS0243'HALF ACRE BRIDGE OVER MIDDLE FORK STANISLAUS RIVER, IN R 18 E,
 JS0243'T 5 N, IN THE SOUTHWEST QUARTER OF SECTION 32, AT THE Y JUNCTION
 JS0243'OF FORTY-SEVEN HUNDRED FOOT CONTOUR ROAD LEADING NORTH TO DONNELL
 JS0243'DAM, DRIVEN IN THE NORTH FACE OF A 48-INCH SUGAR PINE TREE,
 JS0243'112 FEET WEST OF THE CENTER OF THE JUNCTION, 17 FEET NORTHWEST
 JS0243'OF THE CENTER LINE OF HELLS HALF ACRE ROAD, 1.4 FEET SOUTH OF A
 JS0243'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 JS0243
 JS0243                          STATION RECOVERY (1974)
 JS0243
 JS0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JS0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0267 ***********************************************************************
 EU0267  DESIGNATION -  473
 EU0267  PID         -  EU0267
 EU0267  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0267  USGS QUAD   -  NEEDLES (1975)
 EU0267
 EU0267                         *CURRENT SURVEY CONTROL
 EU0267  ___________________________________________________________________
 EU0267* NAD 83(1986)-  34 46 40.     (N)    114 33 55.     (W)     SCALED    
 EU0267* NAVD 88     -       145.06   (+/-2cm)     475.9    (feet)  VERTCON   
 EU0267  ___________________________________________________________________
 EU0267  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EU0267  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0267
 EU0267.The horizontal coordinates were scaled from a topographic map and have
 EU0267.an estimated accuracy of +/- 6 seconds.
 EU0267
 EU0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0267.The vertical order pertains to the NGVD 29 superseded value.
 EU0267
 EU0267.The geoid height was determined by GEOID03.
 EU0267
 EU0267;                    North         East    Units  Estimated Accuracy
 EU0267;SPC CA 5     -   647,110.    2,314,310.      MT  (+/- 180 meters Scaled)
 EU0267
 EU0267                          SUPERSEDED SURVEY CONTROL
 EU0267
 EU0267  NGVD 29 (??/??/??)  144.422  (m)          473.82   (f) ADJUSTED    1 2
 EU0267
 EU0267.Superseded values are not recommended for survey control.
 EU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0267.See file dsdata.txt to determine how the superseded data were derived.
 EU0267
 EU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU227511(NAD 83)
 EU0267_MARKER: P = PIPE CAP
 EU0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0267
 EU0267  HISTORY     - Date     Condition        Report By
 EU0267  HISTORY     - UNK      MONUMENTED       USGS
 EU0267  HISTORY     - 1933     GOOD             NGS
 EU0267
 EU0267                          STATION DESCRIPTION
 EU0267
 EU0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EU0267'4.9 MI SE FROM NEEDLES.
 EU0267'4.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EU0267'RAILWAY FROM THE STATION AT NEEDLES, SAN BERNARDINO COUNTY,
 EU0267'1-1/2 POLES SOUTH OF MILEPOST 573, AT THE EAST END OF A CUT
 EU0267'THROUGH A RIDGE, AND 120 FEET EAST OF THE CENTERLINE OF THE EAST
 EU0267'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 EU0267'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0254 ***********************************************************************
 LT0254  DESIGNATION -  4732.25 BPR
 LT0254  PID         -  LT0254
 LT0254  STATE/COUNTY-  CA/SHASTA
 LT0254  USGS QUAD   -  OLD STATION (1995)
 LT0254
 LT0254                         *CURRENT SURVEY CONTROL
 LT0254  ___________________________________________________________________
 LT0254* NAD 83(1986)-  40 37 57.     (N)    121 28 34.     (W)     SCALED    
 LT0254* NAVD 88     -      1446.87   (+/-2cm)    4746.9    (feet)  VERTCON   
 LT0254  ___________________________________________________________________
 LT0254  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0254  VERT ORDER  -  ? (See Below)
 LT0254
 LT0254.The horizontal coordinates were scaled from a topographic map and have
 LT0254.an estimated accuracy of +/- 6 seconds.
 LT0254
 LT0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0254.The vertical order pertains to the NGVD 29 superseded value.
 LT0254
 LT0254.The geoid height was determined by GEOID03.
 LT0254
 LT0254;                    North         East    Units  Estimated Accuracy
 LT0254;SPC CA 1     -   644,390.    2,044,320.      MT  (+/- 180 meters Scaled)
 LT0254
 LT0254                          SUPERSEDED SURVEY CONTROL
 LT0254
 LT0254  NGVD 29 (??/??/??) 1445.800  (m)         4743.43   (f) ADJUSTED    ?  
 LT0254
 LT0254.Superseded values are not recommended for survey control.
 LT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0254.See file dsdata.txt to determine how the superseded data were derived.
 LT0254
 LT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK288990(NAD 83)
 LT0254_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0254_STAMPING: 4732.25 1932
 LT0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0254
 LT0254  HISTORY     - Date     Condition        Report By
 LT0254  HISTORY     - 1932     MONUMENTED       BPR
 LT0254  HISTORY     - 1935     GOOD             NGS
 LT0254
 LT0254                          STATION DESCRIPTION
 LT0254
 LT0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0254'4.2 MI SW FROM OLD STATION.
 LT0254'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0254'AT OLD STATION, SHASTA COUNTY, AT STATION 500+00, AND ON THE WEST
 LT0254'SIDE OF THE ROAD.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LT0254'CAP, STAMPED 4732.25 1932 AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0259 ***********************************************************************
 LT0259  DESIGNATION -  4735.62 BPR
 LT0259  PID         -  LT0259
 LT0259  STATE/COUNTY-  CA/TEHAMA
 LT0259  USGS QUAD   -  CHILDS MEADOWS (1995)
 LT0259
 LT0259                         *CURRENT SURVEY CONTROL
 LT0259  ___________________________________________________________________
 LT0259* NAD 83(2007)-  40 20 08.08217(N)    121 28 29.66687(W)     ADJUSTED  
 LT0259* NAVD 88     -      1477.162  (meters)    4846.32   (feet)  ADJUSTED  
 LT0259  ___________________________________________________________________
 LT0259  EPOCH DATE  -        2007.00
 LT0259  X           -  -2,542,634.555 (meters)                     COMP
 LT0259  Y           -  -4,153,284.237 (meters)                     COMP
 LT0259  Z           -   4,107,400.100 (meters)                     COMP
 LT0259  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 LT0259  ELLIP HEIGHT-        1453.130 (meters)          (02/10/07) ADJUSTED
 LT0259  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0259  DYNAMIC HT  -        1475.960 (meters)    4842.38  (feet)  COMP
 LT0259
 LT0259  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LT0259  Type    PID    Designation                      North   East  Ellip
 LT0259  -------------------------------------------------------------------
 LT0259  NETWORK LT0259 4735.62 BPR                       1.22   1.25   3.19
 LT0259  -------------------------------------------------------------------
 LT0259  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 LT0259
 LT0259  VERT ORDER  -  SECOND    CLASS 0
 LT0259
 LT0259.The horizontal coordinates were established by GPS observations
 LT0259.and adjusted by the National Geodetic Survey in February 2007.
 LT0259
 LT0259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 LT0259.See www.ngs.noaa.gov/NationalReadjustment for more information.
 LT0259.The horizontal coordinates are valid at the epoch date displayed above.
 LT0259.The epoch date for horizontal control is a decimal equivalence
 LT0259.of Year/Month/Day.
 LT0259
 LT0259.The orthometric height was determined by differential leveling
 LT0259.and adjusted in June 1991.
 LT0259
 LT0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LT0259
 LT0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 LT0259
 LT0259.The ellipsoidal height was determined by GPS observations
 LT0259.and is referenced to NAD 83.
 LT0259
 LT0259.The geoid height was determined by GEOID03.
 LT0259
 LT0259.The dynamic height is computed by dividing the NAVD 88
 LT0259.geopotential number by the normal gravity value computed on the
 LT0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0259.degrees latitude (g = 980.6199 gals.).
 LT0259
 LT0259.The modeled gravity was interpolated from observed gravity values.
 LT0259
 LT0259;                    North         East     Units Scale Factor Converg.
 LT0259;SPC CA 1     -   611,420.901 2,044,616.123   MT  0.99993240   +0 20 36.1
 LT0259;SPC CA 1     - 2,005,970.07  6,708,044.73   sFT  0.99993240   +0 20 36.1
 LT0259;UTM  10      - 4,466,120.309   629,544.450   MT  0.99980658   +0 59 14.2
 LT0259
 LT0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LT0259!SPC CA 1     -   0.99977210  x   0.99993240  =   0.99970451
 LT0259!UTM  10      -   0.99977210  x   0.99980658  =   0.99957872
 LT0259
 LT0259                          SUPERSEDED SURVEY CONTROL
 LT0259
 LT0259  NAD 83(1998)-  40 20 08.08136(N)    121 28 29.66629(W) AD(2004.69) B
 LT0259  ELLIP H (09/28/05) 1453.150  (m)                       GP(       ) 4 1
 LT0259  NGVD 29 (??/??/??) 1476.112  (m)         4842.88   (f) ADJUSTED    2 0
 LT0259
 LT0259.Superseded values are not recommended for survey control.
 LT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0259.See file dsdata.txt to determine how the superseded data were derived.
 LT0259
 LT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK2954466120(NAD 83)
 LT0259_MARKER: DB = BENCH MARK DISK
 LT0259_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LT0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0259_STAMPING: 638+88.91 4735.62 1929
 LT0259_MARK LOGO: BPR   
 LT0259_MAGNETIC: P = MARKER IS A STEEL PIPE
 LT0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0259+STABILITY: SURFACE MOTION
 LT0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LT0259+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 LT0259
 LT0259  HISTORY     - Date     Condition        Report By
 LT0259  HISTORY     - 1929     MONUMENTED       BPR
 LT0259  HISTORY     - 1956     GOOD             USGS
 LT0259  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 LT0259  HISTORY     - 20031015 GOOD             CADT
 LT0259
 LT0259                          STATION DESCRIPTION
 LT0259
 LT0259'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LT0259'12.1 MI SE FROM MINERAL.
 LT0259'12.1 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0259'COUNTY, ABOUT 300 FEET NORTH OF A CATTLEGUARD ACROSS THE HIGHWAY,
 LT0259'AND 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 LT0259'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 4735.62
 LT0259'AND RIVETED ON THE TOP OF AN IRON PIPE.
 LT0259
 LT0259                          STATION RECOVERY (1999)
 LT0259
 LT0259'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0259'MARK NOT FOUND.
 LT0259
 LT0259                          STATION RECOVERY (2003)
 LT0259
 LT0259'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LT0259'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT
 LT0259'POSTMILE 94.30 ABOUT  3KM SOUTHEAST OF CHILDS MEADOWS, 4 KM EAST
 LT0259'NORTHEAST OF MILL CREEK, AND 21 KM WEST  NORTHWEST OF CHESTER.  TO
 LT0259'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 172 AND  HIGHWAY 36
 LT0259'WEST OF CHILDS MEADOWS GO EASTERLY ON HIGHWAY 36 4.45 KM TO WILSON
 LT0259'LAKE  ROAD (USFS ROAD 29N13) ON THE LEFT.  CONTINUE EASTERLY ON
 LT0259'HIGHWAY 36 455 M TO THE  STATION ON THE RIGHT.
 LT0259'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 LT0259'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0258 ***********************************************************************
 LT0258  DESIGNATION -  4738.47 BPR
 LT0258  PID         -  LT0258
 LT0258  STATE/COUNTY-  CA/TEHAMA
 LT0258  USGS QUAD   -  CHILDS MEADOWS (1995)
 LT0258
 LT0258                         *CURRENT SURVEY CONTROL
 LT0258  ___________________________________________________________________
 LT0258* NAD 83(1986)-  40 20 09.     (N)    121 28 28.     (W)     SCALED    
 LT0258* NAVD 88     -      1478.047  (meters)    4849.23   (feet)  ADJUSTED  
 LT0258  ___________________________________________________________________
 LT0258  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0258  DYNAMIC HT  -        1476.845 (meters)    4845.28  (feet)  COMP
 LT0258  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 LT0258
 LT0258  VERT ORDER  -  SECOND    CLASS 0
 LT0258
 LT0258.The horizontal coordinates were scaled from a topographic map and have
 LT0258.an estimated accuracy of +/- 6 seconds.
 LT0258
 LT0258.The orthometric height was determined by differential leveling
 LT0258.and adjusted in June 1991.
 LT0258
 LT0258.The geoid height was determined by GEOID03.
 LT0258
 LT0258.The dynamic height is computed by dividing the NAVD 88
 LT0258.geopotential number by the normal gravity value computed on the
 LT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0258.degrees latitude (g = 980.6199 gals.).
 LT0258
 LT0258.The modeled gravity was interpolated from observed gravity values.
 LT0258
 LT0258;                    North         East    Units  Estimated Accuracy
 LT0258;SPC CA 1     -   611,450.    2,044,660.      MT  (+/- 180 meters Scaled)
 LT0258
 LT0258                          SUPERSEDED SURVEY CONTROL
 LT0258
 LT0258  NGVD 29 (??/??/??) 1476.998  (m)         4845.78   (f) ADJUSTED    2 0
 LT0258
 LT0258.Superseded values are not recommended for survey control.
 LT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0258.See file dsdata.txt to determine how the superseded data were derived.
 LT0258
 LT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK295661(NAD 83)
 LT0258_MARKER: P = PIPE CAP
 LT0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0258_STAMPING: 4738.47
 LT0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0258
 LT0258  HISTORY     - Date     Condition        Report By
 LT0258  HISTORY     - UNK      MONUMENTED       BPR
 LT0258  HISTORY     - 1956     GOOD             USGS
 LT0258  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 LT0258
 LT0258                          STATION DESCRIPTION
 LT0258
 LT0258'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LT0258'12.1 MI SE FROM MINERAL.
 LT0258'12.1 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0258'COUNTY, ABOUT 300 FEET NORTH OF A CATTLEGUARD ACROSS THE HIGHWAY,
 LT0258'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN A SMALL
 LT0258'CLEARING.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LT0258'CAP, STAMPED 4738.47 AND RIVETED ON THE TOP OF AN IRON PIPE.
 LT0258'THE PIPE IS BENT SLIGHTLY.
 LT0258
 LT0258                          STATION RECOVERY (1999)
 LT0258
 LT0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0007 ***********************************************************************
 GS0007  DESIGNATION -  4746
 GS0007  PID         -  GS0007
 GS0007  STATE/COUNTY-  CA/INYO
 GS0007  USGS QUAD   -  DARWIN (1987)
 GS0007
 GS0007                         *CURRENT SURVEY CONTROL
 GS0007  ___________________________________________________________________
 GS0007* NAD 83(1986)-  36 16 03.     (N)    117 35 35.     (W)     SCALED    
 GS0007* NAVD 88     -      1447.66   (+/-2cm)    4749.5    (feet)  VERTCON   
 GS0007  ___________________________________________________________________
 GS0007  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GS0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0007
 GS0007.The horizontal coordinates were scaled from a topographic map and have
 GS0007.an estimated accuracy of +/- 6 seconds.
 GS0007
 GS0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0007.The vertical order pertains to the NGVD 29 superseded value.
 GS0007
 GS0007.The geoid height was determined by GEOID03.
 GS0007
 GS0007;                    North         East    Units  Estimated Accuracy
 GS0007;SPC CA 4     -   604,580.    2,126,420.      MT  (+/- 180 meters Scaled)
 GS0007
 GS0007                          SUPERSEDED SURVEY CONTROL
 GS0007
 GS0007  NGVD 29 (??/??/??) 1446.666  (m)         4746.27   (f) ADJUSTED    1 2
 GS0007
 GS0007.Superseded values are not recommended for survey control.
 GS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0007.See file dsdata.txt to determine how the superseded data were derived.
 GS0007
 GS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA467137(NAD 83)
 GS0007_MARKER: P = PIPE CAP
 GS0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0007_STAMPING: 4746 B 6 1905
 GS0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0007
 GS0007  HISTORY     - Date     Condition        Report By
 GS0007  HISTORY     - 1905     MONUMENTED       USGS
 GS0007  HISTORY     - 1943     GOOD             NGS
 GS0007
 GS0007                          STATION DESCRIPTION
 GS0007
 GS0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GS0007'AT DARWIN.
 GS0007'AT DARWIN, INYO COUNTY, ABOUT 278 FEET SOUTH OF THE POST OFFICE,
 GS0007'45 FEET NORTH OF THE CENTERLINE OF THE STREET, AND 1.5 FEET
 GS0007'EAST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 GS0007'STANDARD CAP, STAMPED 4746 B 6 1905 AND RIVETED ON THE TOP OF A
 GS0007'3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0239 ***********************************************************************
 FU0239  DESIGNATION -  475+27.15 CAHD
 FU0239  PID         -  FU0239
 FU0239  STATE/COUNTY-  CA/KERN
 FU0239  USGS QUAD   -  METTLER (1992)
 FU0239
 FU0239                         *CURRENT SURVEY CONTROL
 FU0239  ___________________________________________________________________
 FU0239* NAD 83(1986)-  35 03 22.     (N)    118 58 01.     (W)     SCALED    
 FU0239* NAVD 88     -       176.55   (+/-2cm)     579.2    (feet)  VERTCON   
 FU0239  ___________________________________________________________________
 FU0239  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FU0239  VERT ORDER  -  THIRD (See Below)
 FU0239
 FU0239.The horizontal coordinates were scaled from a topographic map and have
 FU0239.an estimated accuracy of +/- 6 seconds.
 FU0239
 FU0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0239.The vertical order pertains to the NGVD 29 superseded value.
 FU0239
 FU0239.The geoid height was determined by GEOID03.
 FU0239
 FU0239;                    North         East    Units  Estimated Accuracy
 FU0239;SPC CA 5     -   673,040.    1,911,800.      MT  (+/- 180 meters Scaled)
 FU0239
 FU0239                          SUPERSEDED SURVEY CONTROL
 FU0239
 FU0239  NGVD 29 (??/??/??)  175.78   (m)          576.7    (f) RESET       3  
 FU0239
 FU0239.Superseded values are not recommended for survey control.
 FU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0239.See file dsdata.txt to determine how the superseded data were derived.
 FU0239
 FU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU206810(NAD 83)
 FU0239_MARKER: DD = SURVEY DISK
 FU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0239_STAMPING: 475+27.15
 FU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0239+STABILITY: SURFACE MOTION
 FU0239
 FU0239  HISTORY     - Date     Condition        Report By
 FU0239  HISTORY     - UNK      MONUMENTED       CADH
 FU0239  HISTORY     - 1961     GOOD             NGS
 FU0239  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0239
 FU0239                          STATION DESCRIPTION
 FU0239
 FU0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0239'0.2 MI S FROM METTLER.
 FU0239'0.15 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0239'HIGHWAY 166 AND 33 AT METTLER, IN R20W T11N, BETWEEN THE EAST
 FU0239'AND WEST TRAFFIC LANES, 37 FEET EAST OF THE CENTER LINE OF THE
 FU0239'WEST LANES, 34 1/2 FEET WEST OF THE CENTER LINE OF THE EAST LANES,
 FU0239'159 FEET NORTHWEST OF POWER POLE 20597 12/1, 1.0 FOOT SOUTH OF A
 FU0239'STEEL MARKER POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 FU0239'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0239
 FU0239                          STATION RECOVERY (1970)
 FU0239
 FU0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1099 ***********************************************************************
 DC1099  DESIGNATION -  476.3 USGS
 DC1099  PID         -  DC1099
 DC1099  STATE/COUNTY-  CA/SAN DIEGO
 DC1099  USGS QUAD   -  POWAY (1975)
 DC1099
 DC1099                         *CURRENT SURVEY CONTROL
 DC1099  ___________________________________________________________________
 DC1099* NAD 83(1986)-  32 57 47.     (N)    117 03 45.     (W)     SCALED    
 DC1099* NAVD 88     -       145.82   (+/-2cm)     478.4    (feet)  VERTCON   
 DC1099  ___________________________________________________________________
 DC1099  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DC1099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1099
 DC1099.The horizontal coordinates were scaled from a topographic map and have
 DC1099.an estimated accuracy of +/- 6 seconds.
 DC1099
 DC1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1099.The vertical order pertains to the NGVD 29 superseded value.
 DC1099
 DC1099.The geoid height was determined by GEOID03.
 DC1099
 DC1099;                    North         East    Units  Estimated Accuracy
 DC1099;SPC CA 6     -   588,620.    1,924,040.      MT  (+/- 180 meters Scaled)
 DC1099
 DC1099                          SUPERSEDED SURVEY CONTROL
 DC1099
 DC1099  NGVD 29 (??/??/??)  145.170  (m)          476.28   (f) ADJUSTED    2 0
 DC1099
 DC1099.Superseded values are not recommended for survey control.
 DC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1099.See file dsdata.txt to determine how the superseded data were derived.
 DC1099
 DC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS941471(NAD 83)
 DC1099_MARKER: Q = CHISELED SQUARE
 DC1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1099_SP_SET: CULVERT
 DC1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1099
 DC1099  HISTORY     - Date     Condition        Report By
 DC1099  HISTORY     - UNK      MONUMENTED       USGS
 DC1099  HISTORY     - 1955     GOOD             NGS
 DC1099
 DC1099                          STATION DESCRIPTION
 DC1099
 DC1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1099'1.7 MI N FROM POWAY PARK GROVE.
 DC1099'1.7 MILES NORTH ALONG POMERADO ROAD (OLD U.S. HIGHWAY 395) FROM
 DC1099'BIGSTONE LODGE AT POWAY PARK GROVE, AT CONCRETE CULVERT B. O.
 DC1099'95, ON THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL, 24.0
 DC1099'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 DC1099'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0667 ***********************************************************************
 KT0667  DESIGNATION -  4763 USGS
 KT0667  PID         -  KT0667
 KT0667  STATE/COUNTY-  CA/MENDOCINO
 KT0667  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0667
 KT0667                         *CURRENT SURVEY CONTROL
 KT0667  ___________________________________________________________________
 KT0667* NAD 83(1986)-  39 47 49.     (N)    122 56 57.     (W)     SCALED    
 KT0667* NAVD 88     -      1454.07   (+/-2cm)    4770.6    (feet)  VERTCON   
 KT0667  ___________________________________________________________________
 KT0667  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 KT0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0667
 KT0667.The horizontal coordinates were scaled from a topographic map and have
 KT0667.an estimated accuracy of +/- 6 seconds.
 KT0667
 KT0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0667.The vertical order pertains to the NGVD 29 superseded value.
 KT0667
 KT0667.The geoid height was determined by GEOID03.
 KT0667
 KT0667;                    North         East    Units  Estimated Accuracy
 KT0667;SPC CA 2     -   736,910.    1,918,710.      MT  (+/- 180 meters Scaled)
 KT0667
 KT0667                          SUPERSEDED SURVEY CONTROL
 KT0667
 KT0667  NGVD 29 (??/??/92) 1453.041  (m)         4767.19   (f) ADJ UNCH    2 0
 KT0667
 KT0667.Superseded values are not recommended for survey control.
 KT0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0667.See file dsdata.txt to determine how the superseded data were derived.
 KT0667
 KT0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK043052(NAD 83)
 KT0667_MARKER: S = SPIKE
 KT0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0667_SP_SET: TREE
 KT0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0667
 KT0667  HISTORY     - Date     Condition        Report By
 KT0667  HISTORY     - UNK      MONUMENTED       USGS
 KT0667  HISTORY     - 1940     GOOD             NGS
 KT0667  HISTORY     - 1966     MARK NOT FOUND   NGS
 KT0667
 KT0667                          STATION DESCRIPTION
 KT0667
 KT0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0667'24.8 MI NE FROM COVELO.
 KT0667'LOCATED 24.75 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0667'MENDOCINO COUNTY, CALIF., ALONG THE DOS RIOS-PASKENTA ROAD, AND
 KT0667'IN THE MENDOCINO NATL. FOREST, 13 FEET SOUTH OF THE CENTERLINE
 KT0667'OF ROAD, A RAILROAD SPIKE SET AT THE BASE OF 30 IN PINE TREE.
 KT0667'U.S.B.M. 4763 IS PAINTED IN WHITE LETTERS ON TREE.  (U.S.B.M.
 KT0667'WITNESS POST IS SET BY BENCH MARK)
 KT0667
 KT0667                          STATION RECOVERY (1966)
 KT0667
 KT0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KT0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0570 ***********************************************************************
 MW0570  DESIGNATION -  4770
 MW0570  PID         -  MW0570
 MW0570  STATE/COUNTY-  CA/SISKIYOU
 MW0570  USGS QUAD   -  SCHONCHIN BUTTE (1993)
 MW0570
 MW0570                         *CURRENT SURVEY CONTROL
 MW0570  ___________________________________________________________________
 MW0570* NAD 83(1986)-  41 42 50.     (N)    121 30 30.     (W)     SCALED    
 MW0570* NAVD 88     -      1453.847  (meters)    4769.83   (feet)  ADJUSTED  
 MW0570  ___________________________________________________________________
 MW0570  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 MW0570  DYNAMIC HT  -        1452.859 (meters)    4766.59  (feet)  COMP
 MW0570  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 MW0570
 MW0570  VERT ORDER  -  SECOND    CLASS 0
 MW0570
 MW0570.The horizontal coordinates were scaled from a topographic map and have
 MW0570.an estimated accuracy of +/- 6 seconds.
 MW0570
 MW0570.The orthometric height was determined by differential leveling
 MW0570.and adjusted in June 1991.
 MW0570
 MW0570.The geoid height was determined by GEOID03.
 MW0570
 MW0570.The dynamic height is computed by dividing the NAVD 88
 MW0570.geopotential number by the normal gravity value computed on the
 MW0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0570.degrees latitude (g = 980.6199 gals.).
 MW0570
 MW0570.The modeled gravity was interpolated from observed gravity values.
 MW0570
 MW0570;                    North         East    Units  Estimated Accuracy
 MW0570;SPC CA 1     -   764,460.    2,040,920.      MT  (+/- 180 meters Scaled)
 MW0570
 MW0570                          SUPERSEDED SURVEY CONTROL
 MW0570
 MW0570  NGVD 29 (??/??/??) 1452.723  (m)         4766.14   (f) ADJUSTED    2 0
 MW0570
 MW0570.Superseded values are not recommended for survey control.
 MW0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0570.See file dsdata.txt to determine how the superseded data were derived.
 MW0570
 MW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM240190(NAD 83)
 MW0570_MARKER: DD = SURVEY DISK
 MW0570_SETTING: 66 = SET IN ROCK OUTCROP
 MW0570_SP_SET: ROCK OUTCROP
 MW0570_STAMPING: INDIAN WELLS RS 4770 1933
 MW0570_MARK LOGO: USFS  
 MW0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0570+STABILITY: POSITION/ELEVATION WELL
 MW0570
 MW0570  HISTORY     - Date     Condition        Report By
 MW0570  HISTORY     - 1933     MONUMENTED       USFS
 MW0570  HISTORY     - 1954     GOOD             CGS
 MW0570
 MW0570                          STATION DESCRIPTION
 MW0570
 MW0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0570'AT INDIAN WELLS.
 MW0570'AT INDIAN WELLS, 85.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MW0570'RANGER STATION, IN THE TOP OF A 1- BY 1-FOOT OUTCROP PROJECTING 0.2
 MW0570'FOOT ABOVE THE GROUND, 66.3 FEET SOUTHWEST OF THE FLAG POLE,
 MW0570'16 FEET NORTH OF THE NORTH EDGE OF MUSH POT CAVE, AND ABOUT
 MW0570'LEVEL WITH THE DRIVEWAY AND PARKING AREA OF THE RANGER STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3151 ***********************************************************************
 HS3151  DESIGNATION -  478.502
 HS3151  PID         -  HS3151
 HS3151  STATE/COUNTY-  CA/SANTA CLARA
 HS3151  USGS QUAD   -  LOS GATOS (1980)
 HS3151
 HS3151                         *CURRENT SURVEY CONTROL
 HS3151  ___________________________________________________________________
 HS3151* NAD 83(1986)-  37 12 39.     (N)    121 59 19.     (W)     SCALED    
 HS3151* NAVD 88     -       146.68   (+/-2cm)     481.2    (feet)  VERTCON   
 HS3151  ___________________________________________________________________
 HS3151  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 HS3151  VERT ORDER  -  THIRD (See Below)
 HS3151
 HS3151.The horizontal coordinates were scaled from a topographic map and have
 HS3151.an estimated accuracy of +/- 6 seconds.
 HS3151
 HS3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3151.The vertical order pertains to the NGVD 29 superseded value.
 HS3151
 HS3151.The geoid height was determined by GEOID03.
 HS3151
 HS3151;                    North         East    Units  Estimated Accuracy
 HS3151;SPC CA 3     -   579,940.    1,867,870.      MT  (+/- 180 meters Scaled)
 HS3151
 HS3151                          SUPERSEDED SURVEY CONTROL
 HS3151
 HS3151  NGVD 29 (??/??/??)  145.84   (m)          478.5    (f) RESET       3  
 HS3151
 HS3151.Superseded values are not recommended for survey control.
 HS3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3151.See file dsdata.txt to determine how the superseded data were derived.
 HS3151
 HS3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG897187(NAD 83)
 HS3151_MARKER: DD = SURVEY DISK
 HS3151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3151_SP_SET: BRIDGE CURB
 HS3151_STAMPING: CHC EL 478.502
 HS3151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3151
 HS3151  HISTORY     - Date     Condition        Report By
 HS3151  HISTORY     - UNK      MONUMENTED       CADH
 HS3151  HISTORY     - 1967     GOOD             NGS
 HS3151  HISTORY     - 19900209 MARK NOT FOUND   NGS
 HS3151
 HS3151                          STATION DESCRIPTION
 HS3151
 HS3151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS3151'0.8 MI S FROM LOS GATOS.
 HS3151'0.8 MILE SOUTH ALONG SANTA CRUZ AVENUE AND STATE HIGHWAY 17 FROM
 HS3151'THE POST OFFICE AT LOS GATOS, 17 FEET EAST OF THE CENTER LINE OF
 HS3151'THE EAST LANES, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 HS3151'CURB OF HIGHWAY BRIDGE 37-29, 0.5 FOOT NORTH OF THE NORTH END OF
 HS3151'THE EAST CONCRETE GUARDRAIL, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 HS3151
 HS3151                          STATION RECOVERY (1990)
 HS3151
 HS3151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS3151'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0167 ***********************************************************************
 HT0167  DESIGNATION -  478.88 EBMUD
 HT0167  PID         -  HT0167
 HT0167  STATE/COUNTY-  CA/CONTRA COSTA
 HT0167  USGS QUAD   -  OAKLAND EAST (1997)
 HT0167
 HT0167                         *CURRENT SURVEY CONTROL
 HT0167  ___________________________________________________________________
 HT0167* NAD 83(1986)-  37 49 57.     (N)    122 07 54.     (W)     SCALED    
 HT0167* NAVD 88     -       146.34   (+/-2cm)     480.1    (feet)  VERTCON   
 HT0167  ___________________________________________________________________
 HT0167  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HT0167  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0167
 HT0167.The horizontal coordinates were scaled from a topographic map and have
 HT0167.an estimated accuracy of +/- 6 seconds.
 HT0167
 HT0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0167.The vertical order pertains to the NGVD 29 superseded value.
 HT0167
 HT0167.The geoid height was determined by GEOID03.
 HT0167
 HT0167;                    North         East    Units  Estimated Accuracy
 HT0167;SPC CA 3     -   649,130.    1,856,380.      MT  (+/- 180 meters Scaled)
 HT0167
 HT0167                          SUPERSEDED SURVEY CONTROL
 HT0167
 HT0167  NGVD 29 (??/??/92)  145.484  (m)          477.31   (f) ADJ UNCH    1 2
 HT0167
 HT0167.Superseded values are not recommended for survey control.
 HT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0167.See file dsdata.txt to determine how the superseded data were derived.
 HT0167
 HT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG764875(NAD 83)
 HT0167_MARKER: DD = SURVEY DISK
 HT0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0167_SP_SET: CONCRETE MANHOLE
 HT0167_STAMPING: 240+01.00 478.88
 HT0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0167
 HT0167  HISTORY     - Date     Condition        Report By
 HT0167  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0167  HISTORY     - 1962     GOOD             NGS
 HT0167
 HT0167                          STATION DESCRIPTION
 HT0167
 HT0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT0167'AT MORAGA.
 HT0167'AT MORAGA, 0.2 MILE SOUTH OF THE POST OFFICE, 77 FEET EAST
 HT0167'OF THE SOUTH CORNER OF THE OLD, ABANDONED MORAGA SCHOOL, 50
 HT0167'FEET WEST OF THE CENTERLINE OF THE OLD RAILROAD BED OF THE
 HT0167'ABANDONED SACRAMENTO NORTHERN RAILWAY, ABOUT 4 FEET LOWER THAN
 HT0167'THE BED, SET IN THE TOP OF CONCRETE MANHOLE STRUCTURE 240+01.00,
 HT0167'0.5 FOOT NORTHEAST OF THE SOUTHWEST SIDE OF THE STRUCTURE, AND
 HT0167'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0711 ***********************************************************************
 KT0711  DESIGNATION -  4780.1 USGS
 KT0711  PID         -  KT0711
 KT0711  STATE/COUNTY-  CA/TEHAMA
 KT0711  USGS QUAD   -  HALL RIDGE (1973)
 KT0711
 KT0711                         *CURRENT SURVEY CONTROL
 KT0711  ___________________________________________________________________
 KT0711* NAD 83(1986)-  39 48 20.     (N)    122 41 32.     (W)     SCALED    
 KT0711* NAVD 88     -      1458.80   (+/-2cm)    4786.1    (feet)  VERTCON   
 KT0711  ___________________________________________________________________
 KT0711  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 KT0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0711
 KT0711.The horizontal coordinates were scaled from a topographic map and have
 KT0711.an estimated accuracy of +/- 6 seconds.
 KT0711
 KT0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0711.The vertical order pertains to the NGVD 29 superseded value.
 KT0711
 KT0711.The geoid height was determined by GEOID03.
 KT0711
 KT0711;                    North         East    Units  Estimated Accuracy
 KT0711;SPC CA 1     -   552,670.    1,940,720.      MT  (+/- 180 meters Scaled)
 KT0711
 KT0711                          SUPERSEDED SURVEY CONTROL
 KT0711
 KT0711  NGVD 29 (??/??/92) 1457.832  (m)         4782.90   (f) ADJ UNCH    2 0
 KT0711
 KT0711.Superseded values are not recommended for survey control.
 KT0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0711.See file dsdata.txt to determine how the superseded data were derived.
 KT0711
 KT0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK263062(NAD 83)
 KT0711_MARKER: N = NAIL
 KT0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0711_SP_SET: TREE
 KT0711_STAMPING: USGS BM
 KT0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0711
 KT0711  HISTORY     - Date     Condition        Report By
 KT0711  HISTORY     - UNK      MONUMENTED       USGS
 KT0711  HISTORY     - 1940     GOOD             NGS
 KT0711
 KT0711                          STATION DESCRIPTION
 KT0711
 KT0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0711'15 MI SW FROM PASKENTA.
 KT0711'LOCATED 15.05 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0711'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0711'THE MENDOCINO NATL. FOREST-- ABOUT 0.6 MILE WEST OF CONKLIN
 KT0711'ORCHARD-- AT LOWER ROAD FORK TO VALLEY VIEW LOOKOUT-- 40 FEET
 KT0711'WEST OF ROAD FORK-- IN THE BASE OF THE SOUTH-WESTERN OF TWO
 KT0711'PINE 8 FEET APART-- U.S.G.S. COPPER NAIL AND WASHER SET IN BASE
 KT0711'OF PINE TREE AND PAINTED U.S.B.M. 4780.1
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4222 ***********************************************************************
 GU4222  DESIGNATION -  48
 GU4222  PID         -  GU4222
 GU4222  STATE/COUNTY-  CA/SANTA CRUZ
 GU4222  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4222
 GU4222                         *CURRENT SURVEY CONTROL
 GU4222  ___________________________________________________________________
 GU4222* NAD 83(1986)-  36 59 25.     (N)    121 49 42.     (W)     SCALED    
 GU4222* NAVD 88     -       114.382  (meters)     375.27   (feet)  ADJUSTED  
 GU4222  ___________________________________________________________________
 GU4222  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 GU4222  DYNAMIC HT  -         114.294 (meters)     374.98  (feet)  COMP
 GU4222  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 GU4222
 GU4222  VERT ORDER  -  FIRST     CLASS II
 GU4222
 GU4222.The horizontal coordinates were scaled from a topographic map and have
 GU4222.an estimated accuracy of +/- 6 seconds.
 GU4222
 GU4222.The orthometric height was determined by differential leveling
 GU4222.and adjusted in February 1993.
 GU4222
 GU4222.The geoid height was determined by GEOID03.
 GU4222
 GU4222.The dynamic height is computed by dividing the NAVD 88
 GU4222.geopotential number by the normal gravity value computed on the
 GU4222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4222.degrees latitude (g = 980.6199 gals.).
 GU4222
 GU4222.The modeled gravity was interpolated from observed gravity values.
 GU4222
 GU4222;                    North         East    Units  Estimated Accuracy
 GU4222;SPC CA 3     -   555,250.    1,881,750.      MT  (+/- 180 meters Scaled)
 GU4222
 GU4222                          SUPERSEDED SURVEY CONTROL
 GU4222
 GU4222  NGVD 29 (10/21/93)  113.545  (m)          372.52   (f) ADJUSTED    1 2
 GU4222
 GU4222.Superseded values are not recommended for survey control.
 GU4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4222.See file dsdata.txt to determine how the superseded data were derived.
 GU4222
 GU4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF042944(NAD 83)
 GU4222_MARKER: Q = CHISELED SQUARE
 GU4222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU4222_SP_SET: CHISELED SQUARE
 GU4222_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4222+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 GU4222
 GU4222  HISTORY     - Date     Condition        Report By
 GU4222  HISTORY     - UNK      MONUMENTED       CA-087
 GU4222  HISTORY     - 19900420 GOOD             NGS
 GU4222
 GU4222                          STATION DESCRIPTION
 GU4222
 GU4222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4222'4.3 KM (2.7 MI) NORTHERLY ALONG FREEDOM BOULEVARD FROM ITS JUNCTION
 GU4222'WITH STATE HIGHWAY 1 IN ROB ROY JUNCTION, THENCE 0.95 KM (0.59 MI)
 GU4222'NORTHEASTERLY ALONG HAMES ROAD, A CHISELED SQUARE ON THE NORTH CORNER
 GU4222'OF THE SOUTH HEADWALL OF A CULVERT AT THE NORTH JUNCTION OF HAMES AND
 GU4222'PLEASANT VALLEY ROADS, 16.2 M (53.1 FT) EAST OF A FIRE HYDRANT, 11.0
 GU4222'M (36.1 FT) SOUTH OF THE CENTERLINE OF HAMES ROAD, 8.2 M (26.9 FT)
 GU4222'WEST OF THE CENTERLINE OF PLEASANT VALLEY ROAD, AND 0.1 M (0.3 FT)
 GU4222'ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4172 ***********************************************************************
 EW4172  DESIGNATION -  48 114 A LA CO
 EW4172  PID         -  EW4172
 EW4172  STATE/COUNTY-  CA/LOS ANGELES
 EW4172  USGS QUAD   -  POINT DUME (1995)
 EW4172
 EW4172                         *CURRENT SURVEY CONTROL
 EW4172  ___________________________________________________________________
 EW4172* NAD 83(1986)-  34 01 28.     (N)    118 47 12.     (W)     SCALED    
 EW4172* NAVD 88     -        31.64   (+/-2cm)     103.8    (feet)  VERTCON   
 EW4172  ___________________________________________________________________
 EW4172  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 EW4172  VERT ORDER  -  THIRD (See Below)
 EW4172
 EW4172.The horizontal coordinates were scaled from a topographic map and have
 EW4172.an estimated accuracy of +/- 6 seconds.
 EW4172
 EW4172.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4172.The vertical order pertains to the NGVD 29 superseded value.
 EW4172
 EW4172.The geoid height was determined by GEOID03.
 EW4172
 EW4172;                    North         East    Units  Estimated Accuracy
 EW4172;SPC CA 5     -   558,460.    1,927,350.      MT  (+/- 180 meters Scaled)
 EW4172
 EW4172                          SUPERSEDED SURVEY CONTROL
 EW4172
 EW4172  NGVD 29 (??/??/??)   30.88   (m)          101.3    (f) RESET       3  
 EW4172
 EW4172.Superseded values are not recommended for survey control.
 EW4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4172.See file dsdata.txt to determine how the superseded data were derived.
 EW4172
 EW4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT350663(NAD 83)
 EW4172_MARKER: P = PIPE CAP
 EW4172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4172_SP_SET: UNDERPASS HEADWALL
 EW4172_STAMPING: BM 48-114 A 1964 5869
 EW4172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4172
 EW4172  HISTORY     - Date     Condition        Report By
 EW4172  HISTORY     - 1964     MONUMENTED       CA-037
 EW4172  HISTORY     - 1968     GOOD             CA-037
 EW4172
 EW4172                          STATION DESCRIPTION
 EW4172
 EW4172'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4172'1.9 MI NE FROM POINT DUME.
 EW4172'1.9 MILES NE OF POINT DUME, PACIFIC COAST HIGHWAY, ABOUT 75 FEET
 EW4172'E OF THE APPROXIMATE CENTER LINE PRODUCED OF THE ROAD SOUTHERLY
 EW4172'TO PARADISE COVE, 49.3 FEET NORTH OF THE APPROXIMATE CENTER
 EW4172'LINE OF THE HIGHWAY, ON THE WEST SIDE OF A PRIVATE ROAD, UNDER
 EW4172'THE HIGHWAY, TO RAMIREZ CANYON, SET IN THE TOP OF A CONCRETE
 EW4172'HEADWALL AND 0.2 FOOT NORTH OF THE NORTH END OF A CONCRETE
 EW4172'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2551 ***********************************************************************
 DY2551  DESIGNATION -  48 15 A LA CO
 DY2551  PID         -  DY2551
 DY2551  STATE/COUNTY-  CA/LOS ANGELES
 DY2551  USGS QUAD   -  VENICE (1981)
 DY2551
 DY2551                         *CURRENT SURVEY CONTROL
 DY2551  ___________________________________________________________________
 DY2551* NAD 83(1986)-  33 59 49.     (N)    118 28 50.     (W)     SCALED    
 DY2551* NAVD 88     -         8.10   (+/-2cm)      26.6    (feet)  VERTCON   
 DY2551  ___________________________________________________________________
 DY2551  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY2551  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2551
 DY2551.The horizontal coordinates were scaled from a topographic map and have
 DY2551.an estimated accuracy of +/- 6 seconds.
 DY2551
 DY2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2551.The vertical order pertains to the NGVD 29 superseded value.
 DY2551
 DY2551.The geoid height was determined by GEOID03.
 DY2551
 DY2551;                    North         East    Units  Estimated Accuracy
 DY2551;SPC CA 5     -   555,230.    1,955,600.      MT  (+/- 180 meters Scaled)
 DY2551
 DY2551                          SUPERSEDED SURVEY CONTROL
 DY2551
 DY2551  NGVD 29 (??/??/92)    7.35   (m)           24.1    (f) COMPUTED    1 1
 DY2551
 DY2551.Superseded values are not recommended for survey control.
 DY2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2551.See file dsdata.txt to determine how the superseded data were derived.
 DY2551
 DY2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632628(NAD 83)
 DY2551_MARKER: Z = SEE DESCRIPTION
 DY2551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2551_SP_SET: CURB
 DY2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2551
 DY2551  HISTORY     - Date     Condition        Report By
 DY2551  HISTORY     - UNK      MONUMENTED       CA-037
 DY2551  HISTORY     - 1973     GOOD             CA-037
 DY2551
 DY2551                          STATION DESCRIPTION
 DY2551
 DY2551'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY2551'AT LOS ANGELES.
 DY2551'AT PACIFIC AVENUE AND NEILSON WAY ON CENTERLINE, AT CITY LIMITS
 DY2551'LOS ANGELES AND SANTA MONICA, ABOUT 118 FEET SOUTH OF MARINE STREET
 DY2551'TO THE EAST AND BARNARD WAY TO THE WEST, 22.3 FEET EAST OF LEAD AND
 DY2551'TACK IN WESTERLY CURB, 39.2 FEET NORTHEAST OF A STREETLIGNT POLE. SET
 DY2551'10 INCHES DEEP UNDER A CITY OF LOS ANGELES CAST IRON COVER. A 3/4 INCH
 DY2551'HEX BAR
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6841 ***********************************************************************
 EW6841  DESIGNATION -  48 17 A
 EW6841  PID         -  EW6841
 EW6841  STATE/COUNTY-  CA/LOS ANGELES
 EW6841  USGS QUAD   -  BEVERLY HILLS (1995)
 EW6841
 EW6841                         *CURRENT SURVEY CONTROL
 EW6841  ___________________________________________________________________
 EW6841* NAD 83(1986)-  34 00 23.     (N)    118 29 16.     (W)     SCALED    
 EW6841* NAVD 88     -        12.055  (meters)      39.55   (feet)  ADJUSTED  
 EW6841  ___________________________________________________________________
 EW6841  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EW6841  DYNAMIC HT  -          12.042 (meters)      39.51  (feet)  COMP
 EW6841  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 EW6841
 EW6841  VERT ORDER  -  FIRST     CLASS I
 EW6841
 EW6841.The horizontal coordinates were scaled from a topographic map and have
 EW6841.an estimated accuracy of +/- 6 seconds.
 EW6841
 EW6841.The orthometric height was determined by differential leveling
 EW6841.and adjusted in June 1995.
 EW6841.WARNING-Repeat measurements at this control monument indicate possible
 EW6841.vertical movement.
 EW6841
 EW6841.The geoid height was determined by GEOID03.
 EW6841
 EW6841.The dynamic height is computed by dividing the NAVD 88
 EW6841.geopotential number by the normal gravity value computed on the
 EW6841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6841.degrees latitude (g = 980.6199 gals.).
 EW6841
 EW6841.The modeled gravity was interpolated from observed gravity values.
 EW6841
 EW6841;                    North         East    Units  Estimated Accuracy
 EW6841;SPC CA 5     -   556,280.    1,954,940.      MT  (+/- 180 meters Scaled)
 EW6841
 EW6841                          SUPERSEDED SURVEY CONTROL
 EW6841
 EW6841  NAVD 88 (06/15/91)   12.074  (m)           39.61   (f) UNKNOWN     1 1
 EW6841  NGVD 29 (??/??/92)   11.318  (m)           37.13   (f) ADJ UNCH    1 1
 EW6841
 EW6841.Superseded values are not recommended for survey control.
 EW6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6841.See file dsdata.txt to determine how the superseded data were derived.
 EW6841
 EW6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT626638(NAD 83)
 EW6841_MARKER: DD = SURVEY DISK
 EW6841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6841_SP_SET: CATCH BASIN
 EW6841_STAMPING: B.M. 48-17A 1977 22726
 EW6841_MARK LOGO: CA-037
 EW6841_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6841+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 EW6841
 EW6841  HISTORY     - Date     Condition        Report By
 EW6841  HISTORY     - 1977     MONUMENTED       CA-037
 EW6841  HISTORY     - 1978     GOOD             NGS
 EW6841  HISTORY     - 19890516 GOOD             NGS
 EW6841  HISTORY     - 19940228 GOOD             CADT
 EW6841  HISTORY     - 19940707 GOOD             NGS
 EW6841
 EW6841                          STATION DESCRIPTION
 EW6841
 EW6841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6841'SANTA MONICA.
 EW6841'AT SANTA MONICA, ON THE EAST CORNER OF MAIN STREET AND PACIFIC STREET,
 EW6841'IN TOP THE WEST CORNER OF A 4 BY 12-FT. CATCH BASIN, 16 FT. NORTHEAST
 EW6841'OF THE NORTHEAST CURB OF MAIN STREET, 1.0 FT. SOUTHWEST OF THE SOUTH-
 EW6841'WEST CURB PACIFIC STREET.
 EW6841
 EW6841                          STATION RECOVERY (1989)
 EW6841
 EW6841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6841'RECOVERED IN GOOD CONDITION.
 EW6841
 EW6841                          STATION RECOVERY (1994)
 EW6841
 EW6841'RECOVERY NOTE BY CALTRANS 1994 (JAS)
 EW6841'RECOVERED AS DESCRIBED BY NGS IN 1989.
 EW6841
 EW6841                          STATION RECOVERY (1994)
 EW6841
 EW6841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6841'IN SANTA MONICA, AT THE INTERSECTION OF MAIN AND PACIFIC STREETS, NEAR
 EW6841'THE WEST CORNER OF A CONCRETE CATCH BASIN, 13.1 M (43.0 FT) NORTHEAST
 EW6841'OF THE CENTER OF MAIN STREET, 6.5 M (21.3 FT) SOUTHEAST OF THE
 EW6841'CENTERLINE OF PACIFIC STREET, 5.1 M (16.7 FT) SOUTHWEST OF A STREET
 EW6841'LIGHT POLE, 3.0 M (9.8 FT) NORTHWEST OF A CHAIN-LINK FENCE CORNER, AND
 EW6841'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1273 ***********************************************************************
 DY1273  DESIGNATION -  48 2 A
 DY1273  PID         -  DY1273
 DY1273  STATE/COUNTY-  CA/LOS ANGELES
 DY1273  USGS QUAD   -  VENICE (1981)
 DY1273
 DY1273                         *CURRENT SURVEY CONTROL
 DY1273  ___________________________________________________________________
 DY1273* NAD 83(1986)-  33 58 37.     (N)    118 26 20.     (W)     SCALED    
 DY1273* NAVD 88     -         5.576  (meters)      18.29   (feet)  ADJUSTED  
 DY1273  ___________________________________________________________________
 DY1273  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1273  DYNAMIC HT  -           5.570 (meters)      18.27  (feet)  COMP
 DY1273  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DY1273
 DY1273  VERT ORDER  -  FIRST     CLASS I
 DY1273
 DY1273.The horizontal coordinates were scaled from a topographic map and have
 DY1273.an estimated accuracy of +/- 6 seconds.
 DY1273
 DY1273.The orthometric height was determined by differential leveling
 DY1273.and adjusted in June 1995.
 DY1273.WARNING-Repeat measurements at this control monument indicate possible
 DY1273.vertical movement.
 DY1273
 DY1273.The geoid height was determined by GEOID03.
 DY1273
 DY1273.The dynamic height is computed by dividing the NAVD 88
 DY1273.geopotential number by the normal gravity value computed on the
 DY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1273.degrees latitude (g = 980.6199 gals.).
 DY1273
 DY1273.The modeled gravity was interpolated from observed gravity values.
 DY1273
 DY1273;                    North         East    Units  Estimated Accuracy
 DY1273;SPC CA 5     -   552,990.    1,959,440.      MT  (+/- 180 meters Scaled)
 DY1273
 DY1273                          SUPERSEDED SURVEY CONTROL
 DY1273
 DY1273  NAVD 88 (06/15/91)    5.586  (m)           18.33   (f) UNKNOWN     1 1
 DY1273  NGVD 29 (??/??/92)    4.841  (m)           15.88   (f) ADJ UNCH    1 1
 DY1273
 DY1273.Superseded values are not recommended for survey control.
 DY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1273.See file dsdata.txt to determine how the superseded data were derived.
 DY1273
 DY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT670605(NAD 83)
 DY1273_MARKER: DD = SURVEY DISK
 DY1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1273_SP_SET: FOUNDATION
 DY1273_STAMPING: BM 48-2A 1968 5869
 DY1273_MARK LOGO: CA-037
 DY1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1273+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY1273
 DY1273  HISTORY     - Date     Condition        Report By
 DY1273  HISTORY     - 1968     MONUMENTED       CA-037
 DY1273  HISTORY     - 1978     GOOD             NGS
 DY1273  HISTORY     - 19890518 GOOD             NGS
 DY1273  HISTORY     - 19940707 GOOD             NGS
 DY1273
 DY1273                          STATION DESCRIPTION
 DY1273
 DY1273'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1273'AT LOS ANGELES.
 DY1273'AT LOS ANGELES, MARINA DEL REY AREA, FIJI WAY, ABOUT 147 FEET
 DY1273'W OF ADMIRALTY WAY, 33.0 FEET E OF THE W END OF CENTER DIVIDER,
 DY1273'1.2 FEET S OF AND FLUSH WITH THE N CURB OF THE CENTER DIVIDER
 DY1273'AT A CONCRETE MANHOLE STRUCTURE.  SET IN THE TOP OF THE CONCRETE
 DY1273'MANHOLE STRUCTURE IN THE NE CORNER.
 DY1273
 DY1273                          STATION RECOVERY (1978)
 DY1273
 DY1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1273'ADD--AT THE NORTH END OF PARKING AREA FOR FISHERMANS VILLAGE AND IN
 DY1273'TOP THE NORTH CORNER OF A 5 BY 5-FT. CONCRETE FOUNDATION FOR MANHOLE
 DY1273'COVER IN THE CENTER OF TRAFFIC DIVIDER.
 DY1273
 DY1273                          STATION RECOVERY (1989)
 DY1273
 DY1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1273'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.1 KM
 DY1273'(0.05 MI) SOUTHWEST ALONG FIJI WAY FROM THE JUNCTION OF ADMIRALTY WAY
 DY1273'IN MARINA DEL RAY, IN THE MEDIAN OF THE WAY, IN THE NORTH CORNER OF A
 DY1273'CONCRETE FOUNDATION FOR A MANHOLE COVER, 6.6 M (21.7 FT) NORTHEAST OF
 DY1273'UTILITY LIGHT POLE NUMBER 2-11, AND 4.3 M (14.1 FT) SOUTHEAST OF THE
 DY1273'CENTERLINE OF THE SOUTHBOUND LANES OF THE WAY.
 DY1273
 DY1273                          STATION RECOVERY (1994)
 DY1273
 DY1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1273'IN MARINA DEL REY, AT THE INTERSECTION OF ADMIRALTY AND FIJI WAYS,
 DY1273'NEAR THE NORTH CORNER OF THE CONCRETE FOUNDATION OF A MANHOLE, 130.0 M
 DY1273'(426.5 FT) SOUTHWEST OF THE CENTER OF ADMIRALTY WAY, 10.0 M (32.8 FT)
 DY1273'NORTHEAST OF THE SOUTHWEST END OF A MEDIAN, 6.4 M (21.0 FT) NORTHEAST
 DY1273'OF STREET LIGHT POLE NUMBER 419480E, 4.3 M (14.1 FT) SOUTHEAST OF THE
 DY1273'CENTERLINE OF THE SOUTH-WESTBOUND LANES OF FIJI WAY, AND 0.2 M (0.7
 DY1273'FT) ABOVE THE LEVEL OF FIJI WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3976 ***********************************************************************
 EW3976  DESIGNATION -  48 26 B LA CO
 EW3976  PID         -  EW3976
 EW3976  STATE/COUNTY-  CA/LOS ANGELES
 EW3976  USGS QUAD   -  TOPANGA (1991)
 EW3976
 EW3976                         *CURRENT SURVEY CONTROL
 EW3976  ___________________________________________________________________
 EW3976* NAD 83(1986)-  34 01 39.     (N)    118 30 53.     (W)     SCALED    
 EW3976* NAVD 88     -        48.53   (+/-2cm)     159.2    (feet)  VERTCON   
 EW3976  ___________________________________________________________________
 EW3976  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW3976  VERT ORDER  -  THIRD (See Below)
 EW3976
 EW3976.The horizontal coordinates were scaled from a topographic map and have
 EW3976.an estimated accuracy of +/- 6 seconds.
 EW3976
 EW3976.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3976.The vertical order pertains to the NGVD 29 superseded value.
 EW3976
 EW3976.The geoid height was determined by GEOID03.
 EW3976
 EW3976;                    North         East    Units  Estimated Accuracy
 EW3976;SPC CA 5     -   558,640.    1,952,460.      MT  (+/- 180 meters Scaled)
 EW3976
 EW3976                          SUPERSEDED SURVEY CONTROL
 EW3976
 EW3976  NGVD 29 (??/??/??)   47.77   (m)          156.7    (f) RESET       3  
 EW3976
 EW3976.Superseded values are not recommended for survey control.
 EW3976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3976.See file dsdata.txt to determine how the superseded data were derived.
 EW3976
 EW3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT601662(NAD 83)
 EW3976_MARKER: S = SPIKE
 EW3976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3976_SP_SET: TOTEM POLE BASE
 EW3976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3976
 EW3976  HISTORY     - Date     Condition        Report By
 EW3976  HISTORY     - UNK      MONUMENTED       CA1980
 EW3976  HISTORY     - 1968     GOOD             CA1980
 EW3976
 EW3976                          STATION DESCRIPTION
 EW3976
 EW3976'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3976'AT SANTA MONICA.
 EW3976'AT SANTA MONICA, PALISADES PARK AREA, OCEAN AVENUE AND ADELAIDE
 EW3976'DRIVE, NEAR THE NORTHERLY CITY LIMITS, 28.0 FEET SE OF THE NW
 EW3976'CURB LINE OF ADELAIDE AVENUE, 19.3 FEET SW OF THE SW CURB LINE
 EW3976'OF OCEAN AVENUE.  SET IN LEAD IN THE NORTHERLY CORNER OF A
 EW3976'24-INCH SQUARE CONCRETE BASE OF A TOTEM POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5030 ***********************************************************************
 EW5030  DESIGNATION -  48 26 C LA CO
 EW5030  PID         -  EW5030
 EW5030  STATE/COUNTY-  CA/LOS ANGELES
 EW5030  USGS QUAD   -  TOPANGA (1991)
 EW5030
 EW5030                         *CURRENT SURVEY CONTROL
 EW5030  ___________________________________________________________________
 EW5030* NAD 83(1986)-  34 01 39.     (N)    118 30 54.     (W)     SCALED    
 EW5030* NAVD 88     -        47.91   (+/-2cm)     157.2    (feet)  VERTCON   
 EW5030  ___________________________________________________________________
 EW5030  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW5030  VERT ORDER  -  THIRD (See Below)
 EW5030
 EW5030.The horizontal coordinates were scaled from a topographic map and have
 EW5030.an estimated accuracy of +/- 6 seconds.
 EW5030
 EW5030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5030.The vertical order pertains to the NGVD 29 superseded value.
 EW5030
 EW5030.The geoid height was determined by GEOID03.
 EW5030
 EW5030;                    North         East    Units  Estimated Accuracy
 EW5030;SPC CA 5     -   558,640.    1,952,440.      MT  (+/- 180 meters Scaled)
 EW5030
 EW5030                          SUPERSEDED SURVEY CONTROL
 EW5030
 EW5030  NGVD 29 (??/??/??)   47.15   (m)          154.7    (f) RESET       3  
 EW5030
 EW5030.Superseded values are not recommended for survey control.
 EW5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5030.See file dsdata.txt to determine how the superseded data were derived.
 EW5030
 EW5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT601662(NAD 83)
 EW5030_MARKER: Z = SEE DESCRIPTION
 EW5030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5030_SP_SET: IN CONCRETE
 EW5030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5030
 EW5030  HISTORY     - Date     Condition        Report By
 EW5030  HISTORY     - UNK      MONUMENTED       CA1980
 EW5030  HISTORY     - 1968     GOOD             CA1980
 EW5030
 EW5030                          STATION DESCRIPTION
 EW5030
 EW5030'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW5030'AT SANTA MONICA.
 EW5030'AT SANTA MONICA, OCEAN AVENUE AND ADELAIDE DRIVE, 78.2 FEET SE
 EW5030'OF A LEAD AND C.E. TAG IN TOP OF WALL, 75.7 FEET NE OF A LAMP
 EW5030'POST, 68.0 FEET SE OF THE NW CURB LINE OF ADELAIDE DRIVE
 EW5030'PRODUCED, 50.7 FEET SW OF A LAMP POST, 25.3 FEET SW OF A LEAD
 EW5030'AND TACK IN THE NE CURB LINE OF OCEAN AVENUE AND NEAR THE CENTER
 EW5030'LINE OF OCEAN AVENUE.  SET IN CONCRETE ABOUT 10 INCHES BELOW
 EW5030'THE STREET SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4027 ***********************************************************************
 EW4027  DESIGNATION -  48 28 LA CO
 EW4027  PID         -  EW4027
 EW4027  STATE/COUNTY-  CA/LOS ANGELES
 EW4027  USGS QUAD   -  TOPANGA (1991)
 EW4027
 EW4027                         *CURRENT SURVEY CONTROL
 EW4027  ___________________________________________________________________
 EW4027* NAD 83(1986)-  34 01 49.     (N)    118 30 45.     (W)     SCALED    
 EW4027* NAVD 88     -        20.46   (+/-2cm)      67.1    (feet)  VERTCON   
 EW4027  ___________________________________________________________________
 EW4027  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 EW4027  VERT ORDER  -  THIRD (See Below)
 EW4027
 EW4027.The horizontal coordinates were scaled from a topographic map and have
 EW4027.an estimated accuracy of +/- 6 seconds.
 EW4027
 EW4027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4027.The vertical order pertains to the NGVD 29 superseded value.
 EW4027
 EW4027.The geoid height was determined by GEOID03.
 EW4027
 EW4027;                    North         East    Units  Estimated Accuracy
 EW4027;SPC CA 5     -   558,940.    1,952,670.      MT  (+/- 180 meters Scaled)
 EW4027
 EW4027                          SUPERSEDED SURVEY CONTROL
 EW4027
 EW4027  NGVD 29 (??/??/??)   19.70   (m)           64.6    (f) RESET       3  
 EW4027
 EW4027.Superseded values are not recommended for survey control.
 EW4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4027.See file dsdata.txt to determine how the superseded data were derived.
 EW4027
 EW4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT603665(NAD 83)
 EW4027_MARKER: Z = SEE DESCRIPTION
 EW4027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4027_SP_SET: IN CONCRETE
 EW4027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4027
 EW4027  HISTORY     - Date     Condition        Report By
 EW4027  HISTORY     - UNK      MONUMENTED       CA1980
 EW4027  HISTORY     - 1968     GOOD             CA1980
 EW4027
 EW4027                          STATION DESCRIPTION
 EW4027
 EW4027'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4027'AT SANTA MONICA.
 EW4027'AT SANTA MONICA, OCEAN AVENUE AND ENTRADA DRIVE AT THE CENTER
 EW4027'LINE INTERSECTION, 93.0 FEET N OF PP 30437M, 49.6 FEET NW OF PP
 EW4027'30437M, 49.6 FEET NW OF PP 30427M, 45.2 FEET NW OF LEAD AND TACK
 EW4027'IN CURB.  SET IN CONCRETE ABOUT 8 INCHES BELOW THE STREET SURFACE
 EW4027'UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3978 ***********************************************************************
 EW3978  DESIGNATION -  48 29 LA CO
 EW3978  PID         -  EW3978
 EW3978  STATE/COUNTY-  CA/LOS ANGELES
 EW3978  USGS QUAD   -  TOPANGA (1991)
 EW3978
 EW3978                         *CURRENT SURVEY CONTROL
 EW3978  ___________________________________________________________________
 EW3978* NAD 83(1986)-  34 01 41.     (N)    118 31 09.     (W)     SCALED    
 EW3978* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 EW3978  ___________________________________________________________________
 EW3978  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EW3978  VERT ORDER  -  THIRD (See Below)
 EW3978
 EW3978.The horizontal coordinates were scaled from a topographic map and have
 EW3978.an estimated accuracy of +/- 6 seconds.
 EW3978
 EW3978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3978.The vertical order pertains to the NGVD 29 superseded value.
 EW3978
 EW3978.The geoid height was determined by GEOID03.
 EW3978
 EW3978;                    North         East    Units  Estimated Accuracy
 EW3978;SPC CA 5     -   558,700.    1,952,050.      MT  (+/- 180 meters Scaled)
 EW3978
 EW3978                          SUPERSEDED SURVEY CONTROL
 EW3978
 EW3978  NGVD 29 (??/??/??)    5.03   (m)           16.5    (f) RESET       3  
 EW3978
 EW3978.Superseded values are not recommended for survey control.
 EW3978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3978.See file dsdata.txt to determine how the superseded data were derived.
 EW3978
 EW3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT597663(NAD 83)
 EW3978_MARKER: Z = SEE DESCRIPTION
 EW3978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3978_SP_SET: IN CONCRETE
 EW3978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3978
 EW3978  HISTORY     - Date     Condition        Report By
 EW3978  HISTORY     - UNK      MONUMENTED       CA1980
 EW3978  HISTORY     - 1968     GOOD             CA1980
 EW3978
 EW3978                          STATION DESCRIPTION
 EW3978
 EW3978'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3978'2 MI NW FROM SANTA MONICA.
 EW3978'1.95 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY
 EW3978'AND CHANTANQUA BOULEVARD AT THE CENTER LINE INTERSECTION, 72.0
 EW3978'FEET SW OF A TRAFFIC SIGNAL, 45.4 FEET SE OF A TRAFFIC SIGNAL,
 EW3978'19.6 FEET N OF A TRAFFIC SIGNAL.  SET IN CONCRETE ABOUT 12 INCHES
 EW3978'BELOW THE GROUND SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1272 ***********************************************************************
 DY1272  DESIGNATION -  48 3 A
 DY1272  PID         -  DY1272
 DY1272  STATE/COUNTY-  CA/LOS ANGELES
 DY1272  USGS QUAD   -  VENICE (1981)
 DY1272
 DY1272                         *CURRENT SURVEY CONTROL
 DY1272  ___________________________________________________________________
 DY1272* NAD 83(1986)-  33 58 59.     (N)    118 26 34.     (W)     SCALED    
 DY1272* NAVD 88     -         4.755  (meters)      15.60   (feet)  ADJUSTED  
 DY1272  ___________________________________________________________________
 DY1272  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1272  DYNAMIC HT  -           4.750 (meters)      15.58  (feet)  COMP
 DY1272  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DY1272
 DY1272  VERT ORDER  -  FIRST     CLASS I
 DY1272
 DY1272.The horizontal coordinates were scaled from a topographic map and have
 DY1272.an estimated accuracy of +/- 6 seconds.
 DY1272
 DY1272.The orthometric height was determined by differential leveling
 DY1272.and adjusted in June 1995.
 DY1272
 DY1272.The geoid height was determined by GEOID03.
 DY1272
 DY1272.The dynamic height is computed by dividing the NAVD 88
 DY1272.geopotential number by the normal gravity value computed on the
 DY1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1272.degrees latitude (g = 980.6199 gals.).
 DY1272
 DY1272.The modeled gravity was interpolated from observed gravity values.
 DY1272
 DY1272;                    North         East    Units  Estimated Accuracy
 DY1272;SPC CA 5     -   553,670.    1,959,090.      MT  (+/- 180 meters Scaled)
 DY1272
 DY1272                          SUPERSEDED SURVEY CONTROL
 DY1272
 DY1272  NAVD 88 (06/15/91)    4.756  (m)           15.60   (f) UNKNOWN     1 1
 DY1272  NGVD 29 (??/??/92)    4.000  (m)           13.12   (f) ADJ UNCH    1 1
 DY1272
 DY1272.Superseded values are not recommended for survey control.
 DY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1272.See file dsdata.txt to determine how the superseded data were derived.
 DY1272
 DY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT667612(NAD 83)
 DY1272_MARKER: DD = SURVEY DISK
 DY1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1272_SP_SET: CATCH BASIN
 DY1272_STAMPING: BM 48-3A 1968 5869
 DY1272_MARK LOGO: CA-037
 DY1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1272+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY1272
 DY1272  HISTORY     - Date     Condition        Report By
 DY1272  HISTORY     - 1960     MONUMENTED       CA1980
 DY1272  HISTORY     - 1968     GOOD             CA1980
 DY1272  HISTORY     - 1978     GOOD             NGS
 DY1272  HISTORY     - 19890518 GOOD             NGS
 DY1272  HISTORY     - 19940707 GOOD             NGS
 DY1272
 DY1272                          STATION DESCRIPTION
 DY1272
 DY1272'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1272'AT LOS ANGELES.
 DY1272'AT LOS ANGELES, MARINA DEL REY AREA, ADMIRALTY WAY, ABOUT 0.1
 DY1272'MI NW OF BALI WAY, 39.0 FEET SW OF THE CENTER LINE OF ADMIRALTY
 DY1272'WAY IN THE VICINITY OF PARKING AREA OF CIVIC NATIONAL BANK.  SET
 DY1272'IN THE TOP OF THE NE CORNER OF CONCRETE STORM DRAIN CATCH BASIN.
 DY1272
 DY1272                          STATION RECOVERY (1978)
 DY1272
 DY1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1272'RECOVERED IN GOOD CONDITION.
 DY1272
 DY1272                          STATION RECOVERY (1989)
 DY1272
 DY1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1272'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MARINS
 DY1272'DEL REY, AT 4533 ADMIRALTY WAY, IN THE NORTHEAST CORNER OF A CONCRETE
 DY1272'CATCH BASIN, 26.3 M (86.3 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 DY1272'OF THE MARINA DEL RAY PUBLIC LIBRARY AT 4533 ADMIRALTY WAY, 8.1 M
 DY1272'(26.6 FT) WEST OF THE CENTER OF THE MOST WESTERLY 1 OF 2 DRIVEWAYS
 DY1272'LEADING TO THE LIBRARY, 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF THE
 DY1272'EASTBOUND LANES OF THE WAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY1272'WAY.
 DY1272
 DY1272                          STATION RECOVERY (1994)
 DY1272
 DY1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1272'IN MARINA DEL REY, AT 4533 ADMIRALTY WAY, NEAR THE NORTHEAST CORNER OF
 DY1272'A CONCRETE CATCH BASIN, 24.3 M (79.7 FT) NORTHWEST OF THE NORTHWEST
 DY1272'CORNER OF THE MARINA DEL REY PUBLIC LIBRARY AT 4533 ADMIRALTY WAY,
 DY1272'13.1 M (43.0 FT) EAST OF THE CENTER OF THE ENTRANCE ROAD TO THE
 DY1272'CENTURY BANK, 7.6 M (24.9 FT) WEST OF THE CENTER OF THE ENTRANCE ROAD
 DY1272'TO THE LIBRARY, 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF THE
 DY1272'EASTBOUND LANES OF THE WAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY1272'WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6465 ***********************************************************************
 EW6465  DESIGNATION -  48 30 LA CO
 EW6465  PID         -  EW6465
 EW6465  STATE/COUNTY-  CA/LOS ANGELES
 EW6465  USGS QUAD   -  TOPANGA (1991)
 EW6465
 EW6465                         *CURRENT SURVEY CONTROL
 EW6465  ___________________________________________________________________
 EW6465* NAD 83(1986)-  34 01 35.     (N)    118 30 58.     (W)     SCALED    
 EW6465* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 EW6465  ___________________________________________________________________
 EW6465  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 EW6465  VERT ORDER  -  THIRD (See Below)
 EW6465
 EW6465.The horizontal coordinates were scaled from a topographic map and have
 EW6465.an estimated accuracy of +/- 6 seconds.
 EW6465
 EW6465.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6465.The vertical order pertains to the NGVD 29 superseded value.
 EW6465
 EW6465.The geoid height was determined by GEOID03.
 EW6465
 EW6465;                    North         East    Units  Estimated Accuracy
 EW6465;SPC CA 5     -   558,510.    1,952,330.      MT  (+/- 180 meters Scaled)
 EW6465
 EW6465                          SUPERSEDED SURVEY CONTROL
 EW6465
 EW6465  NGVD 29 (??/??/??)    4.67   (m)           15.3    (f) RESET       3  
 EW6465
 EW6465.Superseded values are not recommended for survey control.
 EW6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6465.See file dsdata.txt to determine how the superseded data were derived.
 EW6465
 EW6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT600661(NAD 83)
 EW6465_MARKER: Z = SEE DESCRIPTION
 EW6465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6465_SP_SET: IN CONCRETE
 EW6465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6465
 EW6465  HISTORY     - Date     Condition        Report By
 EW6465  HISTORY     - UNK      MONUMENTED       CA1980
 EW6465  HISTORY     - 1968     GOOD             CA1980
 EW6465
 EW6465                          STATION DESCRIPTION
 EW6465
 EW6465'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6465'1.7 MI NW FROM SANTA MONICA.
 EW6465'1.7 MILES NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY
 EW6465'ON THE CENTER LINE INTERSECTION WITH THE LOS ANGELES-SANTA
 EW6465'MONICA CITY BOUNDARY LINE.  SET IN CONCRETE ABOUT 17 INCHES BELOW
 EW6465'THE HIGHWAY SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1271 ***********************************************************************
 DY1271  DESIGNATION -  48 4 B
 DY1271  PID         -  DY1271
 DY1271  STATE/COUNTY-  CA/LOS ANGELES
 DY1271  USGS QUAD   -  VENICE (1981)
 DY1271
 DY1271                         *CURRENT SURVEY CONTROL
 DY1271  ___________________________________________________________________
 DY1271* NAD 83(1986)-  33 59 03.     (N)    118 26 53.     (W)     SCALED    
 DY1271* NAVD 88     -         5.211  (meters)      17.10   (feet)  ADJUSTED  
 DY1271  ___________________________________________________________________
 DY1271  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DY1271  DYNAMIC HT  -           5.206 (meters)      17.08  (feet)  COMP
 DY1271  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 DY1271  OBS GRAVITY -     979,587.2   (mgal)                       GRAV_OBS
 DY1271
 DY1271  VERT ORDER  -  FIRST     CLASS I
 DY1271
 DY1271.The horizontal coordinates were scaled from a topographic map and have
 DY1271.an estimated accuracy of +/- 6 seconds.
 DY1271
 DY1271.The orthometric height was determined by differential leveling
 DY1271.and adjusted in June 1995.
 DY1271
 DY1271.The geoid height was determined by GEOID03.
 DY1271
 DY1271.The dynamic height is computed by dividing the NAVD 88
 DY1271.geopotential number by the normal gravity value computed on the
 DY1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1271.degrees latitude (g = 980.6199 gals.).
 DY1271
 DY1271.The modeled gravity was interpolated from observed gravity values.
 DY1271.The observed gravity was obtained from relative gravimeter ties
 DY1271.to the IGSN71 gravity network.
 DY1271
 DY1271;                    North         East    Units  Estimated Accuracy
 DY1271;SPC CA 5     -   553,800.    1,958,600.      MT  (+/- 180 meters Scaled)
 DY1271
 DY1271                          SUPERSEDED SURVEY CONTROL
 DY1271
 DY1271  NAVD 88 (06/15/91)    5.214  (m)           17.11   (f) UNKNOWN     1 1
 DY1271  NGVD 29 (??/??/92)    4.457  (m)           14.62   (f) ADJ UNCH    1 1
 DY1271
 DY1271.Superseded values are not recommended for survey control.
 DY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1271.See file dsdata.txt to determine how the superseded data were derived.
 DY1271
 DY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT662613(NAD 83)
 DY1271_MARKER: DD = SURVEY DISK
 DY1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1271_SP_SET: CATCH BASIN
 DY1271_STAMPING: BM 48-4B 1968 5869
 DY1271_MARK LOGO: CA-037
 DY1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1271+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY1271
 DY1271  HISTORY     - Date     Condition        Report By
 DY1271  HISTORY     - 1968     MONUMENTED       CA-037
 DY1271  HISTORY     - 1978     GOOD             NGS
 DY1271  HISTORY     - 19890518 GOOD             NGS
 DY1271  HISTORY     - 19940707 GOOD             NGS
 DY1271
 DY1271                          STATION DESCRIPTION
 DY1271
 DY1271'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1271'AT LOS ANGELES.
 DY1271'AT LOS ANGELES, MARINA DEL REY AREA, ADMIRALTY WAY, ABOUT 0.4
 DY1271'MI NW OF BALI WAY, 39.0 FEET SW OF THE CENTER LINE OF
 DY1271'ADMIRALTY WAY NEAR THE NW CORNER OF THE PARKING LOT FOR CHARLIE
 DY1271'BROWNS RESTAURANT.  SET IN THE TOP OF THE SE CORNER OF CONCRETE
 DY1271'STORM DRAIN CATCH BASIN.
 DY1271
 DY1271                          STATION RECOVERY (1978)
 DY1271
 DY1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1271'RECOVERED IN GOOD CONDITION.
 DY1271
 DY1271                          STATION RECOVERY (1989)
 DY1271
 DY1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1271'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MARINS
 DY1271'DEL REY, AT 4433 ADMIRALTY WAY, IN THE NORTHEAST CORNER OF A CONCRETE
 DY1271'CATCH BASIN, 25.6 M (84.0 FT) NORTHEAST OF THE CENTER OF A GARAGE DOOR
 DY1271'AT ANGELES FIRE STATION NUMBER 110, 6.0 M (19.7 FT) SOUTH OF THE
 DY1271'CENTER OF THE EASTBOUND LANES OF THE WAY, 2.5 M (8.2 FT) NORTHEAST OF
 DY1271'FIRE CALL BOX NUMBER 242, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY1271'WAY.
 DY1271
 DY1271                          STATION RECOVERY (1994)
 DY1271
 DY1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1271'IN MARINA DEL REY, AT 4433 ADMIRALTY WAY, NEAR THE NORTHEAST CORNER OF
 DY1271'A CONCRETE CATCH BASIN, 21.5 M (70.5 FT) NORTHEAST OF THE NORTHEAST
 DY1271'CORNER OF THE LOS ANGELES COUNTY FIRE STATION AT 4433 ADMIRALTY WAY,
 DY1271'12.1 M (39.7 FT) WEST OF THE CENTER OF THE ENTRANCE ROAD TO CHARLIE
 DY1271'BROWNS RESTAURANT, 6.7 M (22.0 FT) EAST OF A SIGNAL LIGHT POLE, 5.9 M
 DY1271'(19.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE WAY,
 DY1271'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3983 ***********************************************************************
 EW3983  DESIGNATION -  48 42 A LA CO
 EW3983  PID         -  EW3983
 EW3983  STATE/COUNTY-  CA/LOS ANGELES
 EW3983  USGS QUAD   -  TOPANGA (1991)
 EW3983
 EW3983                         *CURRENT SURVEY CONTROL
 EW3983  ___________________________________________________________________
 EW3983* NAD 83(1986)-  34 02 00.     (N)    118 31 41.     (W)     SCALED    
 EW3983* NAVD 88     -         6.49   (+/-2cm)      21.3    (feet)  VERTCON   
 EW3983  ___________________________________________________________________
 EW3983  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EW3983  VERT ORDER  -  THIRD (See Below)
 EW3983
 EW3983.The horizontal coordinates were scaled from a topographic map and have
 EW3983.an estimated accuracy of +/- 6 seconds.
 EW3983
 EW3983.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3983.The vertical order pertains to the NGVD 29 superseded value.
 EW3983
 EW3983.The geoid height was determined by GEOID03.
 EW3983
 EW3983;                    North         East    Units  Estimated Accuracy
 EW3983;SPC CA 5     -   559,290.    1,951,240.      MT  (+/- 180 meters Scaled)
 EW3983
 EW3983                          SUPERSEDED SURVEY CONTROL
 EW3983
 EW3983  NGVD 29 (??/??/??)    5.73   (m)           18.8    (f) RESET       3  
 EW3983
 EW3983.Superseded values are not recommended for survey control.
 EW3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3983.See file dsdata.txt to determine how the superseded data were derived.
 EW3983
 EW3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT589669(NAD 83)
 EW3983_MARKER: P = PIPE CAP
 EW3983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW3983_SP_SET: IN CONCRETE
 EW3983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3983
 EW3983  HISTORY     - Date     Condition        Report By
 EW3983  HISTORY     - UNK      MONUMENTED       CADH
 EW3983  HISTORY     - 1968     GOOD
 EW3983
 EW3983                          STATION DESCRIPTION
 EW3983
 EW3983'DESCRIBED 1968
 EW3983'2.5 MI NW FROM SANTA MONICA.
 EW3983'2.5 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY,
 EW3983'ABOUT 0.56 MI NW OF CHATAUQUA BOULEVARD, ON THE APPROXIMATE
 EW3983'CENTER LINE B.C., 58.0 FEET S OF LIGHT POLE 272941M, 41.5 FEET
 EW3983'NE OF HIGHWAY STATION MARKER 345+61.52.  SET IN CONCRETE ABOUT
 EW3983'12 INCHES BELOW THE SURFACE IN A WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6467 ***********************************************************************
 EW6467  DESIGNATION -  48 47 B LA CO
 EW6467  PID         -  EW6467
 EW6467  STATE/COUNTY-  CA/LOS ANGELES
 EW6467  USGS QUAD   -  TOPANGA (1991)
 EW6467
 EW6467                         *CURRENT SURVEY CONTROL
 EW6467  ___________________________________________________________________
 EW6467* NAD 83(1986)-  34 02 18.     (N)    118 32 29.     (W)     SCALED    
 EW6467* NAVD 88     -         5.88   (+/-2cm)      19.3    (feet)  VERTCON   
 EW6467  ___________________________________________________________________
 EW6467  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW6467  VERT ORDER  -  THIRD (See Below)
 EW6467
 EW6467.The horizontal coordinates were scaled from a topographic map and have
 EW6467.an estimated accuracy of +/- 6 seconds.
 EW6467
 EW6467.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6467.The vertical order pertains to the NGVD 29 superseded value.
 EW6467
 EW6467.The geoid height was determined by GEOID03.
 EW6467
 EW6467;                    North         East    Units  Estimated Accuracy
 EW6467;SPC CA 5     -   559,850.    1,950,010.      MT  (+/- 180 meters Scaled)
 EW6467
 EW6467                          SUPERSEDED SURVEY CONTROL
 EW6467
 EW6467  NGVD 29 (??/??/??)    5.12   (m)           16.8    (f) RESET       3  
 EW6467
 EW6467.Superseded values are not recommended for survey control.
 EW6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6467.See file dsdata.txt to determine how the superseded data were derived.
 EW6467
 EW6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT577674(NAD 83)
 EW6467_MARKER: Z = SEE DESCRIPTION
 EW6467_SETTING: 0 = UNSPECIFIED SETTING
 EW6467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6467
 EW6467  HISTORY     - Date     Condition        Report By
 EW6467  HISTORY     - UNK      MONUMENTED       CA1980
 EW6467  HISTORY     - 1968     GOOD             CA1980
 EW6467
 EW6467                          STATION DESCRIPTION
 EW6467
 EW6467'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6467'3.4 MI NW FROM SANTA MONICA.
 EW6467'3.4 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY,
 EW6467'ABOUT 1.45 MI NW OF CHANNEL ROAD, ON CENTER LINE P.I. NEAR HOUSE
 EW6467'NO 16321, 59.0 FEET W OF E END OF CONCRETE BLOCK WALL ON WEST
 EW6467'SIDE OF DRIVEWAY TO HOUSE NO 16321, 42.0 FEET SW OF A FIRE
 EW6467'HYDRANT, 24.4 FEET S OF THE CONCRETE BLOCK WALL, 15.4 FEET N
 EW6467'OF APPROXIMATE CENTER LINE OF PACIFIC COAST HIGHWAY.  SET IN
 EW6467'CONCRETE ABOUT 12 INCHES BELOW THE GROUND SURFACE UNDER A CAST
 EW6467'IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1270 ***********************************************************************
 DY1270  DESIGNATION -  48 5 B
 DY1270  PID         -  DY1270
 DY1270  STATE/COUNTY-  CA/LOS ANGELES
 DY1270  USGS QUAD   -  VENICE (1981)
 DY1270
 DY1270                         *CURRENT SURVEY CONTROL
 DY1270  ___________________________________________________________________
 DY1270* NAD 83(1986)-  33 58 59.     (N)    118 27 27.     (W)     SCALED    
 DY1270* NAVD 88     -         4.754  (meters)      15.60   (feet)  ADJUSTED  
 DY1270  ___________________________________________________________________
 DY1270  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1270  DYNAMIC HT  -           4.749 (meters)      15.58  (feet)  COMP
 DY1270  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DY1270
 DY1270  VERT ORDER  -  FIRST     CLASS I
 DY1270
 DY1270.The horizontal coordinates were scaled from a topographic map and have
 DY1270.an estimated accuracy of +/- 6 seconds.
 DY1270
 DY1270.The orthometric height was determined by differential leveling
 DY1270.and adjusted in June 1995.
 DY1270.WARNING-Repeat measurements at this control monument indicate possible
 DY1270.vertical movement.
 DY1270
 DY1270.The geoid height was determined by GEOID03.
 DY1270
 DY1270.The dynamic height is computed by dividing the NAVD 88
 DY1270.geopotential number by the normal gravity value computed on the
 DY1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1270.degrees latitude (g = 980.6199 gals.).
 DY1270
 DY1270.The modeled gravity was interpolated from observed gravity values.
 DY1270
 DY1270;                    North         East    Units  Estimated Accuracy
 DY1270;SPC CA 5     -   553,680.    1,957,730.      MT  (+/- 180 meters Scaled)
 DY1270
 DY1270                          SUPERSEDED SURVEY CONTROL
 DY1270
 DY1270  NAVD 88 (06/15/91)    4.759  (m)           15.61   (f) UNKNOWN     1 1
 DY1270  NGVD 29 (??/??/92)    4.009  (m)           13.15   (f) ADJ UNCH    1 1
 DY1270
 DY1270.Superseded values are not recommended for survey control.
 DY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1270.See file dsdata.txt to determine how the superseded data were derived.
 DY1270
 DY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT653612(NAD 83)
 DY1270_MARKER: DD = SURVEY DISK
 DY1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1270_SP_SET: CATCH BASIN
 DY1270_STAMPING: BM 48-5B 1968 5869
 DY1270_MARK LOGO: CA-037
 DY1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1270+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 DY1270
 DY1270  HISTORY     - Date     Condition        Report By
 DY1270  HISTORY     - 1968     MONUMENTED       CA-037
 DY1270  HISTORY     - 1978     GOOD             NGS
 DY1270  HISTORY     - 19890525 GOOD             NGS
 DY1270  HISTORY     - 19940707 GOOD             NGS
 DY1270
 DY1270                          STATION DESCRIPTION
 DY1270
 DY1270'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1270'0.6 MI S FROM VENICE.
 DY1270'BM 48-5 B 1968 RE 5869
 DY1270'0.6 MILE S OF CITY HALL AT VENICE, MARINA DEL RAY AREA,
 DY1270'ADMIRALITY WAY AND PALAWAN WAY, SOUTHEAST CORNER, IN NORTHEAST
 DY1270'CORNER OF A CATCH BASIN, 33.7 FEET SOUTH AND 77.0 FEET EAST
 DY1270'OF CENTERLINES, 0.8 FOOT SOUTH OF CURB LINE.
 DY1270
 DY1270                          STATION RECOVERY (1978)
 DY1270
 DY1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1270'RECOVERED IN GOOD CONDITION.
 DY1270
 DY1270                          STATION RECOVERY (1989)
 DY1270
 DY1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1270'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VENICE,
 DY1270'AT THE INTERSECTION OF ADMIRALTY AND PALAWAN WAYS, IN THE NORTH CORNER
 DY1270'OA A CATCH BASIN, 19.0 M (62.3 FT) NORTHEAST OF THE CENTER OF THE
 DY1270'NORTHBOUND LANES OF PALAWAN WAY, 6.3 M (20.7 FT) NORTH OF FIRE CALL
 DY1270'BOX NUMBER 254, 6.2 M (20.3 FT) SOUTHEAST OF THE EASTBOUND LANES OF
 DY1270'ADMIRALTY WAY, AND 0.3 M (1.0 FT) ABOVE ADMIRALTY WAY.
 DY1270
 DY1270                          STATION RECOVERY (1994)
 DY1270
 DY1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1270'IN MARINA DEL REY, AT THE INTERSECTION OF PALAWAN AND ADMIRALTY WAYS,
 DY1270'NEAR THE NORTH CORNER OF A CONCRETE CATCH BASIN, 18.7 M (61.4 FT)
 DY1270'NORTHEAST OF THE CENTER OF THE NORTH-WESTBOUND LANES OF PALAWAN WAY,
 DY1270'7.9 M (25.9 FT) NORTHEAST OF A SIGNAL LIGHT POLE, 6.0 M (19.7 FT)
 DY1270'SOUTHEAST OF THE CENTERLINE OF THE NORTH-EASTBOUND LANES OF ADMIRALTY
 DY1270'WAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF ADMIRALTY WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6469 ***********************************************************************
 EW6469  DESIGNATION -  48 51 LA CO
 EW6469  PID         -  EW6469
 EW6469  STATE/COUNTY-  CA/LOS ANGELES
 EW6469  USGS QUAD   -  TOPANGA (1991)
 EW6469
 EW6469                         *CURRENT SURVEY CONTROL
 EW6469  ___________________________________________________________________
 EW6469* NAD 83(1986)-  34 02 22.     (N)    118 33 00.     (W)     SCALED    
 EW6469* NAVD 88     -         8.07   (+/-2cm)      26.5    (feet)  VERTCON   
 EW6469  ___________________________________________________________________
 EW6469  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW6469  VERT ORDER  -  THIRD (See Below)
 EW6469
 EW6469.The horizontal coordinates were scaled from a topographic map and have
 EW6469.an estimated accuracy of +/- 6 seconds.
 EW6469
 EW6469.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6469.The vertical order pertains to the NGVD 29 superseded value.
 EW6469
 EW6469.The geoid height was determined by GEOID03.
 EW6469
 EW6469;                    North         East    Units  Estimated Accuracy
 EW6469;SPC CA 5     -   559,980.    1,949,210.      MT  (+/- 180 meters Scaled)
 EW6469
 EW6469                          SUPERSEDED SURVEY CONTROL
 EW6469
 EW6469  NGVD 29 (??/??/??)    7.31   (m)           24.0    (f) RESET       3  
 EW6469
 EW6469.Superseded values are not recommended for survey control.
 EW6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6469.See file dsdata.txt to determine how the superseded data were derived.
 EW6469
 EW6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT569676(NAD 83)
 EW6469_MARKER: Z = SEE DESCRIPTION
 EW6469_SETTING: 0 = UNSPECIFIED SETTING
 EW6469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6469
 EW6469  HISTORY     - Date     Condition        Report By
 EW6469  HISTORY     - UNK      MONUMENTED       CA1980
 EW6469  HISTORY     - 1968     GOOD             CA1980
 EW6469
 EW6469                          STATION DESCRIPTION
 EW6469
 EW6469'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW6469'4.1 MI NW FROM SANTA MONICA.
 EW6469'4.1 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY,
 EW6469'ABOUT 2.04 MILES NW OF WEST CHANNEL ROAD, ON THE CENTER LINE P.I.
 EW6469'OPPOSITE DRIVEWAY TO HOUSE NO 17015, 112.7 FEET SW OF PP 14857Y,
 EW6469'75.4 FEET NE OF BM 48-52, 30.0 FEET SE OF PP 73957, SET ABOUT
 EW6469'12 INCHES BELOW THE ROAD SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3997 ***********************************************************************
 EW3997  DESIGNATION -  48 53 LA CO
 EW3997  PID         -  EW3997
 EW3997  STATE/COUNTY-  CA/LOS ANGELES
 EW3997  USGS QUAD   -  TOPANGA (1991)
 EW3997
 EW3997                         *CURRENT SURVEY CONTROL
 EW3997  ___________________________________________________________________
 EW3997* NAD 83(1986)-  34 02 18.     (N)    118 33 26.     (W)     SCALED    
 EW3997* NAVD 88     -         6.27   (+/-2cm)      20.6    (feet)  VERTCON   
 EW3997  ___________________________________________________________________
 EW3997  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW3997  VERT ORDER  -  THIRD (See Below)
 EW3997
 EW3997.The horizontal coordinates were scaled from a topographic map and have
 EW3997.an estimated accuracy of +/- 6 seconds.
 EW3997
 EW3997.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3997.The vertical order pertains to the NGVD 29 superseded value.
 EW3997
 EW3997.The geoid height was determined by GEOID03.
 EW3997
 EW3997;                    North         East    Units  Estimated Accuracy
 EW3997;SPC CA 5     -   559,860.    1,948,550.      MT  (+/- 180 meters Scaled)
 EW3997
 EW3997                          SUPERSEDED SURVEY CONTROL
 EW3997
 EW3997  NGVD 29 (??/??/??)    5.50   (m)           18.0    (f) RESET       3  
 EW3997
 EW3997.Superseded values are not recommended for survey control.
 EW3997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3997.See file dsdata.txt to determine how the superseded data were derived.
 EW3997
 EW3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT562675(NAD 83)
 EW3997_MARKER: Z = SEE DESCRIPTION
 EW3997_SETTING: 0 = UNSPECIFIED SETTING
 EW3997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3997
 EW3997  HISTORY     - Date     Condition        Report By
 EW3997  HISTORY     - UNK      MONUMENTED       CA1980
 EW3997  HISTORY     - 1968     GOOD             CA1980
 EW3997
 EW3997                          STATION DESCRIPTION
 EW3997
 EW3997'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3997'4.2 MI NW FROM SANTA MONICA.
 EW3997'4.15 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY
 EW3997'AND SUNSET BLVD, AT THE APPROXIMATE CENTER LINE INTERSECTION,
 EW3997'100.0 FEET W OF W END OF CENTER DIVIDER OF THE HIGHWAY, 90.0
 EW3997'FEET NORTH OF A TRAFFIC SIGNAL, 47.3 FEET E OF E END OF TRAFFIC
 EW3997'ISLAND.  SET ABOUT 15 INCHES BELOW THE HIGHWAY SURFACE UNDER A
 EW3997'CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3999 ***********************************************************************
 EW3999  DESIGNATION -  48 55 LA CO
 EW3999  PID         -  EW3999
 EW3999  STATE/COUNTY-  CA/LOS ANGELES
 EW3999  USGS QUAD   -  TOPANGA (1991)
 EW3999
 EW3999                         *CURRENT SURVEY CONTROL
 EW3999  ___________________________________________________________________
 EW3999* NAD 83(1986)-  34 02 23.     (N)    118 33 37.     (W)     SCALED    
 EW3999* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 EW3999  ___________________________________________________________________
 EW3999  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW3999  VERT ORDER  -  THIRD (See Below)
 EW3999
 EW3999.The horizontal coordinates were scaled from a topographic map and have
 EW3999.an estimated accuracy of +/- 6 seconds.
 EW3999
 EW3999.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3999.The vertical order pertains to the NGVD 29 superseded value.
 EW3999
 EW3999.The geoid height was determined by GEOID03.
 EW3999
 EW3999;                    North         East    Units  Estimated Accuracy
 EW3999;SPC CA 5     -   560,010.    1,948,260.      MT  (+/- 180 meters Scaled)
 EW3999
 EW3999                          SUPERSEDED SURVEY CONTROL
 EW3999
 EW3999  NGVD 29 (??/??/??)    6.53   (m)           21.4    (f) RESET       3  
 EW3999
 EW3999.Superseded values are not recommended for survey control.
 EW3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3999.See file dsdata.txt to determine how the superseded data were derived.
 EW3999
 EW3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT559676(NAD 83)
 EW3999_MARKER: Z = SEE DESCRIPTION
 EW3999_SETTING: 0 = UNSPECIFIED SETTING
 EW3999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3999
 EW3999  HISTORY     - Date     Condition        Report By
 EW3999  HISTORY     - UNK      MONUMENTED       CA1980
 EW3999  HISTORY     - 1968     GOOD             CA1980
 EW3999
 EW3999                          STATION DESCRIPTION
 EW3999
 EW3999'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW3999'4.4 MI NW FROM SANTA MONICA.
 EW3999'4.35 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY,
 EW3999'ABOUT .22 MILE W OF SUNSET BOULEVARD, AT THE P.I. OF THE FIRST
 EW3999'CURVE EAST OF PORTO MARINA WAY, 69.6 FEET N OF PP 210825M, 33.3
 EW3999'FEET SW OF TELEPHONE POLE 12314Y.  SET ABOUT 23 INCHES BELOW THE
 EW3999'HIGHWAY SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4001 ***********************************************************************
 EW4001  DESIGNATION -  48 57 LA CO
 EW4001  PID         -  EW4001
 EW4001  STATE/COUNTY-  CA/LOS ANGELES
 EW4001  USGS QUAD   -  TOPANGA (1991)
 EW4001
 EW4001                         *CURRENT SURVEY CONTROL
 EW4001  ___________________________________________________________________
 EW4001* NAD 83(1986)-  34 02 24.     (N)    118 33 36.     (W)     SCALED    
 EW4001* NAVD 88     -         6.76   (+/-2cm)      22.2    (feet)  VERTCON   
 EW4001  ___________________________________________________________________
 EW4001  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW4001  VERT ORDER  -  THIRD (See Below)
 EW4001
 EW4001.The horizontal coordinates were scaled from a topographic map and have
 EW4001.an estimated accuracy of +/- 6 seconds.
 EW4001
 EW4001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4001.The vertical order pertains to the NGVD 29 superseded value.
 EW4001
 EW4001.The geoid height was determined by GEOID03.
 EW4001
 EW4001;                    North         East    Units  Estimated Accuracy
 EW4001;SPC CA 5     -   560,040.    1,948,290.      MT  (+/- 180 meters Scaled)
 EW4001
 EW4001                          SUPERSEDED SURVEY CONTROL
 EW4001
 EW4001  NGVD 29 (??/??/??)    5.99   (m)           19.7    (f) RESET       3  
 EW4001
 EW4001.Superseded values are not recommended for survey control.
 EW4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4001.See file dsdata.txt to determine how the superseded data were derived.
 EW4001
 EW4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT559676(NAD 83)
 EW4001_MARKER: S = SPIKE
 EW4001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4001_SP_SET: CURB
 EW4001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4001
 EW4001  HISTORY     - Date     Condition        Report By
 EW4001  HISTORY     - UNK      MONUMENTED       CA1980
 EW4001  HISTORY     - 1968     GOOD             CA1980
 EW4001
 EW4001                          STATION DESCRIPTION
 EW4001
 EW4001'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4001'4.4 MI NW FROM SANTA MONICA.
 EW4001'4.4 MI NW OF CITY HALL AT SANTA MONICA, PACIFIC COAST HIGHWAY,
 EW4001'AT THE CASTELLAMARE OVERHEAD BRIDGE, EAST OF PORTO MARINA WAY.
 EW4001'SET IN THE NORTH CURB OF THE HIGHWAY ON THE CENTER LINE OF THE
 EW4001'PEDESTRIAN WALK OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1269 ***********************************************************************
 DY1269  DESIGNATION -  48 6 A LA CO
 DY1269  PID         -  DY1269
 DY1269  STATE/COUNTY-  CA/LOS ANGELES
 DY1269  USGS QUAD   -  VENICE (1981)
 DY1269
 DY1269                         *CURRENT SURVEY CONTROL
 DY1269  ___________________________________________________________________
 DY1269* NAD 83(1986)-  33 58 54.     (N)    118 27 43.     (W)     SCALED    
 DY1269* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 DY1269  ___________________________________________________________________
 DY1269  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1269  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1269
 DY1269.The horizontal coordinates were scaled from a topographic map and have
 DY1269.an estimated accuracy of +/- 6 seconds.
 DY1269
 DY1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1269.The vertical order pertains to the NGVD 29 superseded value.
 DY1269
 DY1269.The geoid height was determined by GEOID03.
 DY1269
 DY1269;                    North         East    Units  Estimated Accuracy
 DY1269;SPC CA 5     -   553,530.    1,957,310.      MT  (+/- 180 meters Scaled)
 DY1269
 DY1269                          SUPERSEDED SURVEY CONTROL
 DY1269
 DY1269  NGVD 29 (??/??/92)    1.02   (m)            3.3    (f) COMPUTED    1 1
 DY1269
 DY1269.Superseded values are not recommended for survey control.
 DY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1269.See file dsdata.txt to determine how the superseded data were derived.
 DY1269
 DY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT649610(NAD 83)
 DY1269_MARKER: Z = SEE DESCRIPTION
 DY1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1269_SP_SET: CAST IRON COVER
 DY1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1269
 DY1269  HISTORY     - Date     Condition        Report By
 DY1269  HISTORY     - UNK      MONUMENTED       CA1980
 DY1269  HISTORY     - 1968     GOOD             CA1980
 DY1269
 DY1269                          STATION DESCRIPTION
 DY1269
 DY1269'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1269'AT LOS ANGELES.
 DY1269'AT LOS ANGELES, VENICE AREA, WASHINGTON STREET AND GRAYSON
 DY1269'AVENUE AT THE CENTER LINE INTERSECTION.  SET IN CONCRETE ABOUT
 DY1269'13 INCHES BELOW THE GROUND SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4018 ***********************************************************************
 EW4018  DESIGNATION -  48 66
 EW4018  PID         -  EW4018
 EW4018  STATE/COUNTY-  CA/LOS ANGELES
 EW4018  USGS QUAD   -  TOPANGA (1991)
 EW4018
 EW4018                         *CURRENT SURVEY CONTROL
 EW4018  ___________________________________________________________________
 EW4018* NAD 83(1986)-  34 02 22.     (N)    118 35 47.     (W)     SCALED    
 EW4018* NAVD 88     -         7.380  (meters)      24.21   (feet)  ADJUSTED  
 EW4018  ___________________________________________________________________
 EW4018  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 EW4018  DYNAMIC HT  -           7.372 (meters)      24.19  (feet)  COMP
 EW4018  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 EW4018
 EW4018  VERT ORDER  -  FIRST     CLASS I
 EW4018
 EW4018.The horizontal coordinates were scaled from a topographic map and have
 EW4018.an estimated accuracy of +/- 6 seconds.
 EW4018
 EW4018.The orthometric height was determined by differential leveling
 EW4018.and adjusted in June 1991.
 EW4018.WARNING-Repeat measurements at this control monument indicate possible
 EW4018.vertical movement.
 EW4018
 EW4018.The geoid height was determined by GEOID03.
 EW4018
 EW4018.The dynamic height is computed by dividing the NAVD 88
 EW4018.geopotential number by the normal gravity value computed on the
 EW4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4018.degrees latitude (g = 980.6199 gals.).
 EW4018
 EW4018.The modeled gravity was interpolated from observed gravity values.
 EW4018
 EW4018;                    North         East    Units  Estimated Accuracy
 EW4018;SPC CA 5     -   560,000.    1,944,930.      MT  (+/- 180 meters Scaled)
 EW4018
 EW4018                          SUPERSEDED SURVEY CONTROL
 EW4018
 EW4018  NGVD 29 (??/??/92)    6.607  (m)           21.68   (f) ADJ UNCH    1 1
 EW4018
 EW4018.Superseded values are not recommended for survey control.
 EW4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4018.See file dsdata.txt to determine how the superseded data were derived.
 EW4018
 EW4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT526676(NAD 83)
 EW4018_MARKER: DB = BENCH MARK DISK
 EW4018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4018_SP_SET: HEADWALL
 EW4018_MARK LOGO: CA-037
 EW4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4018+STABILITY: SURFACE MOTION
 EW4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4018+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 EW4018
 EW4018  HISTORY     - Date     Condition        Report By
 EW4018  HISTORY     - UNK      MONUMENTED       CA-037
 EW4018  HISTORY     - 1971     GOOD             CA-037
 EW4018  HISTORY     - 1977     GOOD             NGS
 EW4018  HISTORY     - 19890511 GOOD             NGS
 EW4018
 EW4018                          STATION DESCRIPTION
 EW4018
 EW4018'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4018'6.6 MI W FROM SANTA MONICA.
 EW4018'6.65 MILES WEST ALONG STATE HIGHWAY 1 FROM THE COLORADO AVENUE
 EW4018'OVERPASS IN SANTA MONICA, 65 FEET EAST OF CENTER LINE OF DRIVE
 EW4018'NORTH TO 19355 PACIFIC COAST HIGHWAY, IN THE CENTER OF THE TOP
 EW4018'OF THE NORTH CONCRETE HEAD WALL OF BRIDGE OVER PENA CREEK CANYON,
 EW4018'28 1/2 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 EW4018'HIGHWAY, 0.5 FOOT SOUTHEAST OF AN IRON PIPE GUARD RAIL POST,
 EW4018'1.0 FOOT EAST OF THE SOUTHEAST CORNER OF A PLAQUE SET IN THE
 EW4018'HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 EW4018
 EW4018                          STATION RECOVERY (1977)
 EW4018
 EW4018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4018'RECOVERED IN GOOD CONDITION.
 EW4018
 EW4018                          STATION RECOVERY (1989)
 EW4018
 EW4018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6781 ***********************************************************************
 EW6781  DESIGNATION -  48 69 A LA CO
 EW6781  PID         -  EW6781
 EW6781  STATE/COUNTY-  CA/LOS ANGELES
 EW6781  USGS QUAD   -  TOPANGA (1991)
 EW6781
 EW6781                         *CURRENT SURVEY CONTROL
 EW6781  ___________________________________________________________________
 EW6781* NAD 83(1986)-  34 02 15.     (N)    118 36 56.     (W)     SCALED    
 EW6781* NAVD 88     -         8.74   (+/-2cm)      28.7    (feet)  VERTCON   
 EW6781  ___________________________________________________________________
 EW6781  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 EW6781  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6781
 EW6781.The horizontal coordinates were scaled from a topographic map and have
 EW6781.an estimated accuracy of +/- 6 seconds.
 EW6781
 EW6781.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6781.The vertical order pertains to the NGVD 29 superseded value.
 EW6781
 EW6781.The geoid height was determined by GEOID03.
 EW6781
 EW6781;                    North         East    Units  Estimated Accuracy
 EW6781;SPC CA 5     -   559,800.    1,943,160.      MT  (+/- 180 meters Scaled)
 EW6781
 EW6781                          SUPERSEDED SURVEY CONTROL
 EW6781
 EW6781  NGVD 29 (??/??/92)    7.97   (m)           26.1    (f) COMPUTED    1 1
 EW6781
 EW6781.Superseded values are not recommended for survey control.
 EW6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6781.See file dsdata.txt to determine how the superseded data were derived.
 EW6781
 EW6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT508674(NAD 83)
 EW6781_MARKER: DD = SURVEY DISK
 EW6781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6781_SP_SET: CATCH BASIN
 EW6781_STAMPING: BM 48-69A RE 7078
 EW6781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6781
 EW6781  HISTORY     - Date     Condition        Report By
 EW6781  HISTORY     - UNK      MONUMENTED       CA-037
 EW6781  HISTORY     - 1973     GOOD             CA-037
 EW6781
 EW6781                          STATION DESCRIPTION
 EW6781
 EW6781'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6781'IN MALIBU BEACH.
 EW6781'PACIFIC COAST HIGHWAY, ABOUT 1 MILE EAST OF LAS FLORES CANYON ROAD,
 EW6781'OPPOSITE HOUSE NUMBER 20228, 12 FEET EAST OF THE NORTHERLY
 EW6781'PROLONGATION OF THE NORTHWEST CORNER OF THE HOUSE, IN TOP OF CURB AT A
 EW6781'CATCHBASIN.  SET AT THE CATCHBASIN IN TO NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1261 ***********************************************************************
 DY1261  DESIGNATION -  48 7 A LA CO
 DY1261  PID         -  DY1261
 DY1261  STATE/COUNTY-  CA/LOS ANGELES
 DY1261  USGS QUAD   -  VENICE (1981)
 DY1261
 DY1261                         *CURRENT SURVEY CONTROL
 DY1261  ___________________________________________________________________
 DY1261* NAD 83(1986)-  33 58 45.     (N)    118 28 00.     (W)     SCALED    
 DY1261* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 DY1261  ___________________________________________________________________
 DY1261  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1261  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1261
 DY1261.The horizontal coordinates were scaled from a topographic map and have
 DY1261.an estimated accuracy of +/- 6 seconds.
 DY1261
 DY1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1261.The vertical order pertains to the NGVD 29 superseded value.
 DY1261
 DY1261.The geoid height was determined by GEOID03.
 DY1261
 DY1261;                    North         East    Units  Estimated Accuracy
 DY1261;SPC CA 5     -   553,250.    1,956,880.      MT  (+/- 180 meters Scaled)
 DY1261
 DY1261                          SUPERSEDED SURVEY CONTROL
 DY1261
 DY1261  NGVD 29 (??/??/92)    3.19   (m)           10.5    (f) COMPUTED    1 1
 DY1261
 DY1261.Superseded values are not recommended for survey control.
 DY1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1261.See file dsdata.txt to determine how the superseded data were derived.
 DY1261
 DY1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT645608(NAD 83)
 DY1261_MARKER: S = SPIKE
 DY1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1261_SP_SET: CATCH BASIN
 DY1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1261
 DY1261  HISTORY     - Date     Condition        Report By
 DY1261  HISTORY     - UNK      MONUMENTED       CA1980
 DY1261  HISTORY     - 1968     GOOD             CA1980
 DY1261
 DY1261                          STATION DESCRIPTION
 DY1261
 DY1261'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1261'AT LOS ANGELES.
 DY1261'AT LOS ANGELES, VENICE AREA, WASHINGTON STREET AND SPEEDWAY IN
 DY1261'THE NE CORNER OF THE INTERSECTION, 5.0 FEET E OF E END OF
 DY1261'CURB RETURN AND 3.9 FEET N OF CURB.  SET IN THE TOP OF THE NW
 DY1261'CORNER OF CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1262 ***********************************************************************
 DY1262  DESIGNATION -  48 7 LA CO
 DY1262  PID         -  DY1262
 DY1262  STATE/COUNTY-  CA/LOS ANGELES
 DY1262  USGS QUAD   -  VENICE (1981)
 DY1262
 DY1262                         *CURRENT SURVEY CONTROL
 DY1262  ___________________________________________________________________
 DY1262* NAD 83(1986)-  33 58 45.     (N)    118 27 56.     (W)     SCALED    
 DY1262* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 DY1262  ___________________________________________________________________
 DY1262  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY1262  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1262
 DY1262.The horizontal coordinates were scaled from a topographic map and have
 DY1262.an estimated accuracy of +/- 6 seconds.
 DY1262
 DY1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1262.The vertical order pertains to the NGVD 29 superseded value.
 DY1262
 DY1262.The geoid height was determined by GEOID03.
 DY1262
 DY1262;                    North         East    Units  Estimated Accuracy
 DY1262;SPC CA 5     -   553,250.    1,956,980.      MT  (+/- 180 meters Scaled)
 DY1262
 DY1262                          SUPERSEDED SURVEY CONTROL
 DY1262
 DY1262  NGVD 29 (??/??/92)    3.19   (m)           10.5    (f) COMPUTED    1 1
 DY1262
 DY1262.Superseded values are not recommended for survey control.
 DY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1262.See file dsdata.txt to determine how the superseded data were derived.
 DY1262
 DY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT646608(NAD 83)
 DY1262_MARKER: Z = SEE DESCRIPTION
 DY1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1262_SP_SET: CAST IRON COVER
 DY1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1262
 DY1262  HISTORY     - Date     Condition        Report By
 DY1262  HISTORY     - UNK      MONUMENTED       CA1980
 DY1262  HISTORY     - 1968     GOOD             CA1980
 DY1262
 DY1262                          STATION DESCRIPTION
 DY1262
 DY1262'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1262'AT LOS ANGELES.
 DY1262'AT LOS ANGELES, VENICE AREA, PACIFIC AVENUE AND WASHINGTON
 DY1262'STREET AT THE CENTER LINE INTERSECTION.  SET IN CONCRETE ABOUT
 DY1262'14 INCHES BELOW THE GROUND SURFACE UNDER A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4088 ***********************************************************************
 EW4088  DESIGNATION -  48 75 LA CO
 EW4088  PID         -  EW4088
 EW4088  STATE/COUNTY-  CA/LOS ANGELES
 EW4088  USGS QUAD   -  MALIBU BEACH (1995)
 EW4088
 EW4088                         *CURRENT SURVEY CONTROL
 EW4088  ___________________________________________________________________
 EW4088* NAD 83(1986)-  34 02 17.     (N)    118 38 57.     (W)     SCALED    
 EW4088* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 EW4088  ___________________________________________________________________
 EW4088  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EW4088  VERT ORDER  -  THIRD (See Below)
 EW4088
 EW4088.The horizontal coordinates were scaled from a topographic map and have
 EW4088.an estimated accuracy of +/- 6 seconds.
 EW4088
 EW4088.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4088.The vertical order pertains to the NGVD 29 superseded value.
 EW4088
 EW4088.The geoid height was determined by GEOID03.
 EW4088
 EW4088;                    North         East    Units  Estimated Accuracy
 EW4088;SPC CA 5     -   559,880.    1,940,050.      MT  (+/- 180 meters Scaled)
 EW4088
 EW4088                          SUPERSEDED SURVEY CONTROL
 EW4088
 EW4088  NGVD 29 (??/??/??)    4.66   (m)           15.3    (f) RESET       3  
 EW4088
 EW4088.Superseded values are not recommended for survey control.
 EW4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4088.See file dsdata.txt to determine how the superseded data were derived.
 EW4088
 EW4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT477676(NAD 83)
 EW4088_MARKER: B = BOLT
 EW4088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4088_SP_SET: BRIDGE CURB
 EW4088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4088
 EW4088  HISTORY     - Date     Condition        Report By
 EW4088  HISTORY     - UNK      MONUMENTED       CA1980
 EW4088  HISTORY     - 1968     GOOD             CA1980
 EW4088
 EW4088                          STATION DESCRIPTION
 EW4088
 EW4088'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4088'2.2 MI E FROM MALIBU BEACH.
 EW4088'2.25 MI E OF MALIBU BEACH, PACIFIC COAST HIGHWAY AND CARBON
 EW4088'CANYON ROAD AT BRIDGE NO 53-33.  SET IN THE CENTER OF THE
 EW4088'NORTH CURB ON THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4093 ***********************************************************************
 EW4093  DESIGNATION -  48 77 A
 EW4093  PID         -  EW4093
 EW4093  STATE/COUNTY-  CA/LOS ANGELES
 EW4093  USGS QUAD   -  MALIBU BEACH (1995)
 EW4093
 EW4093                         *CURRENT SURVEY CONTROL
 EW4093  ___________________________________________________________________
 EW4093* NAD 83(1986)-  34 02 22.     (N)    118 40 15.     (W)     SCALED    
 EW4093* NAVD 88     -         5.281  (meters)      17.33   (feet)  ADJUSTED  
 EW4093  ___________________________________________________________________
 EW4093  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EW4093  DYNAMIC HT  -           5.276 (meters)      17.31  (feet)  COMP
 EW4093  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 EW4093
 EW4093  VERT ORDER  -  FIRST     CLASS I
 EW4093
 EW4093.The horizontal coordinates were scaled from a topographic map and have
 EW4093.an estimated accuracy of +/- 6 seconds.
 EW4093
 EW4093.The orthometric height was determined by differential leveling
 EW4093.and adjusted in June 1991.
 EW4093
 EW4093.The geoid height was determined by GEOID03.
 EW4093
 EW4093.The dynamic height is computed by dividing the NAVD 88
 EW4093.geopotential number by the normal gravity value computed on the
 EW4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4093.degrees latitude (g = 980.6199 gals.).
 EW4093
 EW4093.The modeled gravity was interpolated from observed gravity values.
 EW4093
 EW4093;                    North         East    Units  Estimated Accuracy
 EW4093;SPC CA 5     -   560,050.    1,938,050.      MT  (+/- 180 meters Scaled)
 EW4093
 EW4093                          SUPERSEDED SURVEY CONTROL
 EW4093
 EW4093  NGVD 29 (??/??/92)    4.510  (m)           14.80   (f) ADJ UNCH    1 1
 EW4093
 EW4093.Superseded values are not recommended for survey control.
 EW4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4093.See file dsdata.txt to determine how the superseded data were derived.
 EW4093
 EW4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT457677(NAD 83)
 EW4093_MARKER: DB = BENCH MARK DISK
 EW4093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4093_SP_SET: CATCH BASIN
 EW4093_STAMPING: B.M. 48-77A 1960 5869
 EW4093_MARK LOGO: CA-037
 EW4093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4093+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 EW4093
 EW4093  HISTORY     - Date     Condition        Report By
 EW4093  HISTORY     - 1960     MONUMENTED       CA-037
 EW4093  HISTORY     - 1971     GOOD             NGS
 EW4093  HISTORY     - 1977     GOOD             NGS
 EW4093  HISTORY     - 19890509 GOOD             NGS
 EW4093
 EW4093                          STATION DESCRIPTION
 EW4093
 EW4093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4093'11 MI W FROM SANTA MONICA.
 EW4093'11.05 MILES WEST ALONG STATE HIGHWAY 1 FROM THE COLORADO STREET
 EW4093'OVERPASS IN SANTA MONICA, 0.1 MILE WEST OF A LARGE SHELL SERVICE
 EW4093'STATION, ALONG NORTH CURB OF HIGHWAY, 27 FEET NORTH OF THE
 EW4093'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, IN THE CENTER
 EW4093'OF THE TOP OF THE NORTH CONCRETE WALL OF A CATCH BASIN, 3.5
 EW4093'FEET NORTH OF THE NORTH CURB, 17.6 FEET SOUTHEAST OF THE SOUTHEAST
 EW4093'CORNER OF 22775 PACIFIC COAST HIGHWAY AND ABOUT 1 FOOT HIGHER
 EW4093'THAN THE HIGHWAY.
 EW4093
 EW4093                          STATION RECOVERY (1977)
 EW4093
 EW4093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4093'RECOVERED IN GOOD CONDITION.
 EW4093
 EW4093                          STATION RECOVERY (1989)
 EW4093
 EW4093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4093'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--0.1
 EW4093'MILE WEST OF A LARGE SHELL SERVICE STATION.  ADD--4.7 M (15.4 FT) WEST
 EW4093'OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4096 ***********************************************************************
 EW4096  DESIGNATION -  48 79 LA CO
 EW4096  PID         -  EW4096
 EW4096  STATE/COUNTY-  CA/LOS ANGELES
 EW4096  USGS QUAD   -  MALIBU BEACH (1995)
 EW4096
 EW4096                         *CURRENT SURVEY CONTROL
 EW4096  ___________________________________________________________________
 EW4096* NAD 83(1986)-  34 02 05.     (N)    118 40 53.     (W)     SCALED    
 EW4096* NAVD 88     -         6.72   (+/-2cm)      22.0    (feet)  VERTCON   
 EW4096  ___________________________________________________________________
 EW4096  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EW4096  VERT ORDER  -  THIRD (See Below)
 EW4096
 EW4096.The horizontal coordinates were scaled from a topographic map and have
 EW4096.an estimated accuracy of +/- 6 seconds.
 EW4096
 EW4096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4096.The vertical order pertains to the NGVD 29 superseded value.
 EW4096
 EW4096.The geoid height was determined by GEOID03.
 EW4096
 EW4096;                    North         East    Units  Estimated Accuracy
 EW4096;SPC CA 5     -   559,530.    1,937,080.      MT  (+/- 180 meters Scaled)
 EW4096
 EW4096                          SUPERSEDED SURVEY CONTROL
 EW4096
 EW4096  NGVD 29 (??/??/??)    5.96   (m)           19.6    (f) RESET       3  
 EW4096
 EW4096.Superseded values are not recommended for survey control.
 EW4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4096.See file dsdata.txt to determine how the superseded data were derived.
 EW4096
 EW4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT447672(NAD 83)
 EW4096_MARKER: S = SPIKE
 EW4096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4096_SP_SET: BRIDGE CURB
 EW4096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4096
 EW4096  HISTORY     - Date     Condition        Report By
 EW4096  HISTORY     - UNK      MONUMENTED       CA-037
 EW4096  HISTORY     - 1968     GOOD             CA-037
 EW4096
 EW4096                          STATION DESCRIPTION
 EW4096
 EW4096'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4096'0.4 MI NE FROM MALIBU BEACH.
 EW4096'0.4 MI NE OF MALIBU BEACH, PACIFIC COAST HIGHWAY, EAST OF MALIBU
 EW4096'CANYON ROAD AT MALIBU CREEK BRIDGE NO 53-32, 11.5 FEET WEST OF
 EW4096'THE EAST END ON THE SOUTH SIDE OF HIGHWAY.  SET IN THE SOUTH
 EW4096'CURB.  A LARGE BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4097 ***********************************************************************
 EW4097  DESIGNATION -  48 80 LA CO
 EW4097  PID         -  EW4097
 EW4097  STATE/COUNTY-  CA/LOS ANGELES
 EW4097  USGS QUAD   -  MALIBU BEACH (1995)
 EW4097
 EW4097                         *CURRENT SURVEY CONTROL
 EW4097  ___________________________________________________________________
 EW4097* NAD 83(1986)-  34 02 04.     (N)    118 41 00.     (W)     SCALED    
 EW4097* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 EW4097  ___________________________________________________________________
 EW4097  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EW4097  VERT ORDER  -  THIRD (See Below)
 EW4097
 EW4097.The horizontal coordinates were scaled from a topographic map and have
 EW4097.an estimated accuracy of +/- 6 seconds.
 EW4097
 EW4097.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4097.The vertical order pertains to the NGVD 29 superseded value.
 EW4097
 EW4097.The geoid height was determined by GEOID03.
 EW4097
 EW4097;                    North         East    Units  Estimated Accuracy
 EW4097;SPC CA 5     -   559,500.    1,936,900.      MT  (+/- 180 meters Scaled)
 EW4097
 EW4097                          SUPERSEDED SURVEY CONTROL
 EW4097
 EW4097  NGVD 29 (??/??/??)    5.89   (m)           19.3    (f) RESET       3  
 EW4097
 EW4097.Superseded values are not recommended for survey control.
 EW4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4097.See file dsdata.txt to determine how the superseded data were derived.
 EW4097
 EW4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT446672(NAD 83)
 EW4097_MARKER: S = SPIKE
 EW4097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4097_SP_SET: BRIDGE CURB
 EW4097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4097
 EW4097  HISTORY     - Date     Condition        Report By
 EW4097  HISTORY     - UNK      MONUMENTED       CA-037
 EW4097  HISTORY     - 1968     GOOD             CA-037
 EW4097
 EW4097                          STATION DESCRIPTION
 EW4097
 EW4097'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4097'0.3 MI NE FROM MALIBU BEACH.
 EW4097'0.3 MI NE OF MALIBU BEACH, PACIFIC COAST HIGHWAY, EAST OF MALIBU
 EW4097'CANYON ROAD AT MALIBU CREEK BRIDGE NO 53-32, 11.0 FEET EAST OF
 EW4097'THE WEST END ON SOUTH SIDE OF HIGHWAY.  SET IN THE SOUTH CURB.
 EW4097'MARK IS A LARGE BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4103 ***********************************************************************
 EW4103  DESIGNATION -  48 83 A
 EW4103  PID         -  EW4103
 EW4103  STATE/COUNTY-  CA/LOS ANGELES
 EW4103  USGS QUAD   -  MALIBU BEACH (1995)
 EW4103
 EW4103                         *CURRENT SURVEY CONTROL
 EW4103  ___________________________________________________________________
 EW4103* NAD 83(1986)-  34 02 06.     (N)    118 41 51.     (W)     SCALED    
 EW4103* NAVD 88     -        28.391  (meters)      93.15   (feet)  ADJUSTED  
 EW4103  ___________________________________________________________________
 EW4103  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EW4103  DYNAMIC HT  -          28.362 (meters)      93.05  (feet)  COMP
 EW4103  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 EW4103
 EW4103  VERT ORDER  -  FIRST     CLASS I
 EW4103
 EW4103.The horizontal coordinates were scaled from a topographic map and have
 EW4103.an estimated accuracy of +/- 6 seconds.
 EW4103
 EW4103.The orthometric height was determined by differential leveling
 EW4103.and adjusted in June 1991.
 EW4103.WARNING-Repeat measurements at this control monument indicate possible
 EW4103.vertical movement.
 EW4103
 EW4103.The geoid height was determined by GEOID03.
 EW4103
 EW4103.The dynamic height is computed by dividing the NAVD 88
 EW4103.geopotential number by the normal gravity value computed on the
 EW4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4103.degrees latitude (g = 980.6199 gals.).
 EW4103
 EW4103.The modeled gravity was interpolated from observed gravity values.
 EW4103
 EW4103;                    North         East    Units  Estimated Accuracy
 EW4103;SPC CA 5     -   559,570.    1,935,590.      MT  (+/- 180 meters Scaled)
 EW4103
 EW4103                          SUPERSEDED SURVEY CONTROL
 EW4103
 EW4103  NGVD 29 (??/??/92)   27.655  (m)           90.73   (f) ADJ UNCH    1 1
 EW4103
 EW4103.Superseded values are not recommended for survey control.
 EW4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4103.See file dsdata.txt to determine how the superseded data were derived.
 EW4103
 EW4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT432673(NAD 83)
 EW4103_MARKER: DB = BENCH MARK DISK
 EW4103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4103_SP_SET: CATCH BASIN
 EW4103_STAMPING: B.M. 48. 83 A 1960 5869
 EW4103_MARK LOGO: CA-037
 EW4103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4103+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 EW4103
 EW4103  HISTORY     - Date     Condition        Report By
 EW4103  HISTORY     - 1960     MONUMENTED       CA-037
 EW4103  HISTORY     - 1971     GOOD             NGS
 EW4103  HISTORY     - 1977     GOOD             NGS
 EW4103  HISTORY     - 19890511 GOOD             NGS
 EW4103
 EW4103                          STATION DESCRIPTION
 EW4103
 EW4103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4103'12.6 MI W FROM SANTA MONICA.
 EW4103'12.6 MILES WEST ALONG STATE HIGHWAY 1 FROM THE COLORADO STREET
 EW4103'OVERPASS IN SANTA MONICA, 0.35 MILE WEST OF THE JUNCTION OF
 EW4103'MALIBU CANYON ROAD, 13 FEET SOUTH OF THE CENTER LINE OF THE
 EW4103'NORTH LANES OF THE HIGHWAY, IN THE CENTER OF THE TOP OF THE
 EW4103'SOUTH CONCRETE WALL OF A CATCH BASIN WHICH IS ALONG THE NORTH
 EW4103'CURB OF THE DIVIDER STRIP, 3.5 FEET SOUTH OF THE NORTH CURB
 EW4103'OF THE DIVIDER, 12.6 FEET EAST OF A POST WITH A ONE WAY SIGN.
 EW4103
 EW4103                          STATION RECOVERY (1977)
 EW4103
 EW4103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4103'RECOVERED IN GOOD CONDITION.
 EW4103
 EW4103                          STATION RECOVERY (1989)
 EW4103
 EW4103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4126 ***********************************************************************
 EW4126  DESIGNATION -  48 99 LA CO
 EW4126  PID         -  EW4126
 EW4126  STATE/COUNTY-  CA/LOS ANGELES
 EW4126  USGS QUAD   -  MALIBU BEACH (1995)
 EW4126
 EW4126                         *CURRENT SURVEY CONTROL
 EW4126  ___________________________________________________________________
 EW4126* NAD 83(1986)-  34 02 00.     (N)    118 44 33.     (W)     SCALED    
 EW4126* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 EW4126  ___________________________________________________________________
 EW4126  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 EW4126  VERT ORDER  -  THIRD (See Below)
 EW4126
 EW4126.The horizontal coordinates were scaled from a topographic map and have
 EW4126.an estimated accuracy of +/- 6 seconds.
 EW4126
 EW4126.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4126.The vertical order pertains to the NGVD 29 superseded value.
 EW4126
 EW4126.The geoid height was determined by GEOID03.
 EW4126
 EW4126;                    North         East    Units  Estimated Accuracy
 EW4126;SPC CA 5     -   559,410.    1,931,430.      MT  (+/- 180 meters Scaled)
 EW4126
 EW4126                          SUPERSEDED SURVEY CONTROL
 EW4126
 EW4126  NGVD 29 (??/??/??)    7.58   (m)           24.9    (f) RESET       3  
 EW4126
 EW4126.Superseded values are not recommended for survey control.
 EW4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4126.See file dsdata.txt to determine how the superseded data were derived.
 EW4126
 EW4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT391672(NAD 83)
 EW4126_MARKER: N = NAIL
 EW4126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4126_SP_SET: BRIDGE
 EW4126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4126
 EW4126  HISTORY     - Date     Condition        Report By
 EW4126  HISTORY     - UNK      MONUMENTED       CA-037
 EW4126  HISTORY     - 1968     GOOD             CA-037
 EW4126
 EW4126                          STATION DESCRIPTION
 EW4126
 EW4126'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4126'3.1 MI W FROM MALIBU BEACH.
 EW4126'3.1 MILES W OF MALIBU BEACH, PACIFIC COAST HIGHWAY, AT THE
 EW4126'SOLSTICE CREEK BRIDGE AT HIGHWAY STATION A 760+70.  SET IN THE
 EW4126'TOP OF THE SOUTH CONCRETE HEADWALL, 8.0 FEET EAST OF THE WEST
 EW4126'END.  THE HEADWALL IS PAINTED TBM ELEV 24.89.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1736 ***********************************************************************
 JT1736  DESIGNATION -  48 A
 JT1736  PID         -  JT1736
 JT1736  STATE/COUNTY-  CA/NAPA
 JT1736  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1736
 JT1736                         *CURRENT SURVEY CONTROL
 JT1736  ___________________________________________________________________
 JT1736* NAD 83(1986)-  38 13 25.     (N)    122 19 02.     (W)     SCALED    
 JT1736* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 JT1736  ___________________________________________________________________
 JT1736  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JT1736  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1736
 JT1736.The horizontal coordinates were scaled from a topographic map and have
 JT1736.an estimated accuracy of +/- 6 seconds.
 JT1736
 JT1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1736.The vertical order pertains to the NGVD 29 superseded value.
 JT1736
 JT1736.The geoid height was determined by GEOID03.
 JT1736
 JT1736;                    North         East    Units  Estimated Accuracy
 JT1736;SPC CA 2     -   561,870.    1,972,220.      MT  (+/- 180 meters Scaled)
 JT1736
 JT1736                          SUPERSEDED SURVEY CONTROL
 JT1736
 JT1736  NGVD 29 (??/??/92)    1.529  (m)            5.02   (f) ADJ UNCH    1 1
 JT1736
 JT1736.Superseded values are not recommended for survey control.
 JT1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1736.See file dsdata.txt to determine how the superseded data were derived.
 JT1736
 JT1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH597308(NAD 83)
 JT1736_MARKER: DD = SURVEY DISK
 JT1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1736_SP_SET: CONCRETE POST
 JT1736_MARK LOGO: CA2330
 JT1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1736+STABILITY: SURFACE MOTION
 JT1736
 JT1736  HISTORY     - Date     Condition        Report By
 JT1736  HISTORY     - 1971     MONUMENTED       CA2330
 JT1736
 JT1736                          STATION DESCRIPTION
 JT1736
 JT1736'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1736'ALONG MILTON ROAD, 370 FT (112.8 M) NORTH OF NAPA MARINA ENTRANCE
 JT1736'ROAD, EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1287 ***********************************************************************
 JS1287  DESIGNATION -  48 B
 JS1287  PID         -  JS1287
 JS1287  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1287  USGS QUAD   -  LODI NORTH (1976)
 JS1287
 JS1287                         *CURRENT SURVEY CONTROL
 JS1287  ___________________________________________________________________
 JS1287* NAD 83(1986)-  38 12 07.     (N)    121 17 16.     (W)     SCALED    
 JS1287* NAVD 88     -        15.53   (+/-2cm)      51.0    (feet)  VERTCON   
 JS1287  ___________________________________________________________________
 JS1287  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JS1287  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1287
 JS1287.The horizontal coordinates were scaled from a topographic map and have
 JS1287.an estimated accuracy of +/- 6 seconds.
 JS1287
 JS1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1287.The vertical order pertains to the NGVD 29 superseded value.
 JS1287
 JS1287.The geoid height was determined by GEOID03.
 JS1287
 JS1287;                    North         East    Units  Estimated Accuracy
 JS1287;SPC CA 3     -   689,180.    1,931,000.      MT  (+/- 180 meters Scaled)
 JS1287
 JS1287                          SUPERSEDED SURVEY CONTROL
 JS1287
 JS1287  NGVD 29 (??/??/92)   14.78   (m)           48.5    (f) COMPUTED    1 2
 JS1287
 JS1287.Superseded values are not recommended for survey control.
 JS1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1287.See file dsdata.txt to determine how the superseded data were derived.
 JS1287
 JS1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH499296(NAD 83)
 JS1287_MARKER: P = PIPE CAP
 JS1287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1287_STAMPING: 48 B 1901
 JS1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1287
 JS1287  HISTORY     - Date     Condition        Report By
 JS1287  HISTORY     - 1901     MONUMENTED       USGS
 JS1287  HISTORY     - 1958     GOOD             NGS
 JS1287  HISTORY     - 1987     MARK NOT FOUND   NGS
 JS1287
 JS1287                          STATION DESCRIPTION
 JS1287
 JS1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JS1287'3.6 MI S FROM GALT.
 JS1287'3.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS1287'FROM THE STATION AT GALT, ACROSS THE TRACK FROM THE FIFTH POLE
 JS1287'NORTH OF MILEPOLE 108, 34.3 FEET EAST OF THE EAST RAIL, 49
 JS1287'FEET NORTHEAST FROM THE CENTER OF THE CROSSING OF JAHANT ROAD,
 JS1287'36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH
 JS1287'OF A TELEPHONE POLE, 17 1/2 FEET NORTHWEST OF A POWER LINE
 JS1287'POLE, 0.9 FOOT NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 JS1287'THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 JS1287'PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JS1287
 JS1287                          STATION RECOVERY (1987)
 JS1287
 JS1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JS1287'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9109 ***********************************************************************
 JT9109  DESIGNATION -  48 B
 JT9109  PID         -  JT9109
 JT9109  STATE/COUNTY-  CA/NAPA
 JT9109  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9109
 JT9109                         *CURRENT SURVEY CONTROL
 JT9109  ___________________________________________________________________
 JT9109* NAD 83(1986)-  38 14 03.     (N)    122 18 28.     (W)     SCALED    
 JT9109* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 JT9109  ___________________________________________________________________
 JT9109  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JT9109  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9109
 JT9109.The horizontal coordinates were scaled from a topographic map and have
 JT9109.an estimated accuracy of +/- 6 seconds.
 JT9109
 JT9109.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9109.The vertical order pertains to the NGVD 29 superseded value.
 JT9109
 JT9109.The geoid height was determined by GEOID03.
 JT9109
 JT9109;                    North         East    Units  Estimated Accuracy
 JT9109;SPC CA 2     -   563,040.    1,973,050.      MT  (+/- 180 meters Scaled)
 JT9109
 JT9109                          SUPERSEDED SURVEY CONTROL
 JT9109
 JT9109  NGVD 29 (??/??/92)    2.658  (m)            8.72   (f) ADJ UNCH    2 2
 JT9109
 JT9109.Superseded values are not recommended for survey control.
 JT9109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9109.See file dsdata.txt to determine how the superseded data were derived.
 JT9109
 JT9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH605320(NAD 83)
 JT9109_MARKER: DD = SURVEY DISK
 JT9109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9109_SP_SET: CONCRETE POST
 JT9109_MARK LOGO: CA2330
 JT9109_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9109+STABILITY: SURFACE MOTION
 JT9109
 JT9109  HISTORY     - Date     Condition        Report By
 JT9109  HISTORY     - 1971     MONUMENTED       CA2330
 JT9109
 JT9109                          STATION DESCRIPTION
 JT9109
 JT9109'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9109'ALONG CUTTINGS WHARF ROAD, 2700 FT (823.0 M) SOUTH OF BAYVIEW AVENUE,
 JT9109'90 FT (27.4 M) NORTH OF ABAN RAILROAD BED, EAST OF EP, A WELL TYPE
 JT9109'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9110 ***********************************************************************
 JT9110  DESIGNATION -  48 C
 JT9110  PID         -  JT9110
 JT9110  STATE/COUNTY-  CA/NAPA
 JT9110  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9110
 JT9110                         *CURRENT SURVEY CONTROL
 JT9110  ___________________________________________________________________
 JT9110* NAD 83(1986)-  38 14 00.     (N)    122 17 52.     (W)     SCALED    
 JT9110* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 JT9110  ___________________________________________________________________
 JT9110  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JT9110  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9110
 JT9110.The horizontal coordinates were scaled from a topographic map and have
 JT9110.an estimated accuracy of +/- 6 seconds.
 JT9110
 JT9110.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9110.The vertical order pertains to the NGVD 29 superseded value.
 JT9110
 JT9110.The geoid height was determined by GEOID03.
 JT9110
 JT9110;                    North         East    Units  Estimated Accuracy
 JT9110;SPC CA 2     -   562,950.    1,973,930.      MT  (+/- 180 meters Scaled)
 JT9110
 JT9110                          SUPERSEDED SURVEY CONTROL
 JT9110
 JT9110  NGVD 29 (??/??/92)    2.046  (m)            6.71   (f) ADJ UNCH    2 2
 JT9110
 JT9110.Superseded values are not recommended for survey control.
 JT9110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9110.See file dsdata.txt to determine how the superseded data were derived.
 JT9110
 JT9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH614319(NAD 83)
 JT9110_MARKER: DD = SURVEY DISK
 JT9110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9110_SP_SET: CONCRETE POST
 JT9110_MARK LOGO: CA2330
 JT9110_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9110+STABILITY: SURFACE MOTION
 JT9110
 JT9110  HISTORY     - Date     Condition        Report By
 JT9110  HISTORY     - 1971     MONUMENTED       CA2330
 JT9110
 JT9110                          STATION DESCRIPTION
 JT9110
 JT9110'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9110'IN FIELD, NORTHEAST OF MOORES RESORT ON ABANDONED RAILROAD BED, 75 FT
 JT9110'(22.9 M) EAST OF SLOUGH, A CONCRETE MONUMENT WITH A METAL PLATE SET
 JT9110'IN THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9111 ***********************************************************************
 JT9111  DESIGNATION -  48 D
 JT9111  PID         -  JT9111
 JT9111  STATE/COUNTY-  CA/NAPA
 JT9111  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9111
 JT9111                         *CURRENT SURVEY CONTROL
 JT9111  ___________________________________________________________________
 JT9111* NAD 83(1986)-  38 14 12.     (N)    122 17 34.     (W)     SCALED    
 JT9111* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 JT9111  ___________________________________________________________________
 JT9111  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JT9111  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9111
 JT9111.The horizontal coordinates were scaled from a topographic map and have
 JT9111.an estimated accuracy of +/- 6 seconds.
 JT9111
 JT9111.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9111.The vertical order pertains to the NGVD 29 superseded value.
 JT9111
 JT9111.The geoid height was determined by GEOID03.
 JT9111
 JT9111;                    North         East    Units  Estimated Accuracy
 JT9111;SPC CA 2     -   563,320.    1,974,370.      MT  (+/- 180 meters Scaled)
 JT9111
 JT9111                          SUPERSEDED SURVEY CONTROL
 JT9111
 JT9111  NGVD 29 (??/??/92)    1.525  (m)            5.00   (f) ADJ UNCH    2 2
 JT9111
 JT9111.Superseded values are not recommended for survey control.
 JT9111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9111.See file dsdata.txt to determine how the superseded data were derived.
 JT9111
 JT9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618323(NAD 83)
 JT9111_MARKER: DD = SURVEY DISK
 JT9111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9111_SP_SET: CONCRETE POST
 JT9111_MARK LOGO: CA2330
 JT9111_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9111+STABILITY: SURFACE MOTION
 JT9111
 JT9111  HISTORY     - Date     Condition        Report By
 JT9111  HISTORY     - 1971     MONUMENTED       CA2330
 JT9111
 JT9111                          STATION DESCRIPTION
 JT9111
 JT9111'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9111'IN FIELD, SOUTHWEST OF STANLEY RANCH ON ABANDONED RAILROAD BED, 110 FT
 JT9111'(33.5 M) EAST OF PILEINGS, NORTH OF SIDE, A CONCRETE MONUMENT WITH A
 JT9111'METAL PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9112 ***********************************************************************
 JT9112  DESIGNATION -  48 E
 JT9112  PID         -  JT9112
 JT9112  STATE/COUNTY-  CA/NAPA
 JT9112  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9112
 JT9112                         *CURRENT SURVEY CONTROL
 JT9112  ___________________________________________________________________
 JT9112* NAD 83(1986)-  38 14 30.     (N)    122 17 22.     (W)     SCALED    
 JT9112* NAVD 88     -        12.69   (+/-2cm)      41.6    (feet)  VERTCON   
 JT9112  ___________________________________________________________________
 JT9112  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JT9112  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9112
 JT9112.The horizontal coordinates were scaled from a topographic map and have
 JT9112.an estimated accuracy of +/- 6 seconds.
 JT9112
 JT9112.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9112.The vertical order pertains to the NGVD 29 superseded value.
 JT9112
 JT9112.The geoid height was determined by GEOID03.
 JT9112
 JT9112;                    North         East    Units  Estimated Accuracy
 JT9112;SPC CA 2     -   563,870.    1,974,660.      MT  (+/- 180 meters Scaled)
 JT9112
 JT9112                          SUPERSEDED SURVEY CONTROL
 JT9112
 JT9112  NGVD 29 (??/??/92)   11.940  (m)           39.17   (f) ADJ UNCH    2 2
 JT9112
 JT9112.Superseded values are not recommended for survey control.
 JT9112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9112.See file dsdata.txt to determine how the superseded data were derived.
 JT9112
 JT9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621328(NAD 83)
 JT9112_MARKER: DD = SURVEY DISK
 JT9112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9112_SP_SET: CONCRETE POST
 JT9112_MARK LOGO: CA2330
 JT9112_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9112+STABILITY: SURFACE MOTION
 JT9112
 JT9112  HISTORY     - Date     Condition        Report By
 JT9112  HISTORY     - 1971     MONUMENTED       CA2330
 JT9112
 JT9112                          STATION DESCRIPTION
 JT9112
 JT9112'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9112'ON HILL SIDE, SOUTHWEST OF STANLEY RANCH, 250 FT (76.2 M) NORTH OF
 JT9112'ABANDONED RAILROAD BED, 300 FT (91.4 M) SOUTHWEST OF FENCE, A
 JT9112'CONCRETE MONUMENT WITH A METAL PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9113 ***********************************************************************
 JT9113  DESIGNATION -  48 F
 JT9113  PID         -  JT9113
 JT9113  STATE/COUNTY-  CA/NAPA
 JT9113  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9113
 JT9113                         *CURRENT SURVEY CONTROL
 JT9113  ___________________________________________________________________
 JT9113* NAD 83(1986)-  38 14 30.     (N)    122 17 10.     (W)     SCALED    
 JT9113* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 JT9113  ___________________________________________________________________
 JT9113  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JT9113  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9113
 JT9113.The horizontal coordinates were scaled from a topographic map and have
 JT9113.an estimated accuracy of +/- 6 seconds.
 JT9113
 JT9113.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9113.The vertical order pertains to the NGVD 29 superseded value.
 JT9113
 JT9113.The geoid height was determined by GEOID03.
 JT9113
 JT9113;                    North         East    Units  Estimated Accuracy
 JT9113;SPC CA 2     -   563,870.    1,974,950.      MT  (+/- 180 meters Scaled)
 JT9113
 JT9113                          SUPERSEDED SURVEY CONTROL
 JT9113
 JT9113  NGVD 29 (??/??/92)    1.758  (m)            5.77   (f) ADJ UNCH    2 2
 JT9113
 JT9113.Superseded values are not recommended for survey control.
 JT9113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9113.See file dsdata.txt to determine how the superseded data were derived.
 JT9113
 JT9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624328(NAD 83)
 JT9113_MARKER: Z = SEE DESCRIPTION
 JT9113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9113_SP_SET: CONCRETE POST
 JT9113_MARK LOGO: CA2330
 JT9113_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9113+STABILITY: SURFACE MOTION
 JT9113
 JT9113  HISTORY     - Date     Condition        Report By
 JT9113  HISTORY     - 1971     MONUMENTED       CA2330
 JT9113
 JT9113                          STATION DESCRIPTION
 JT9113
 JT9113'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9113'SOUTHERN PACIFIC RAILROAD TO VALLEJO, SOUTH OF SOSCOL HILL AT SOUTH
 JT9113'END SIDING TRACKS, A CONCRETE MONUMENT WITH A METAL PLATE INSTALLED
 JT9113'AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1906 ***********************************************************************
 DY1906  DESIGNATION -  48 LA CO
 DY1906  PID         -  DY1906
 DY1906  STATE/COUNTY-  CA/LOS ANGELES
 DY1906  USGS QUAD   -  TORRANCE (1981)
 DY1906
 DY1906                         *CURRENT SURVEY CONTROL
 DY1906  ___________________________________________________________________
 DY1906* NAD 83(1986)-  33 49 14.     (N)    118 17 56.     (W)     SCALED    
 DY1906* NAVD 88     -        15.01   (+/-2cm)      49.2    (feet)  VERTCON   
 DY1906  ___________________________________________________________________
 DY1906  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1906  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1906
 DY1906.The horizontal coordinates were scaled from a topographic map and have
 DY1906.an estimated accuracy of +/- 6 seconds.
 DY1906
 DY1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1906.The vertical order pertains to the NGVD 29 superseded value.
 DY1906
 DY1906.The geoid height was determined by GEOID03.
 DY1906
 DY1906;                    North         East    Units  Estimated Accuracy
 DY1906;SPC CA 5     -   535,600.    1,972,330.      MT  (+/- 180 meters Scaled)
 DY1906
 DY1906                          SUPERSEDED SURVEY CONTROL
 DY1906
 DY1906  NGVD 29 (??/??/92)   14.25   (m)           46.8    (f) COMPUTED    1 2
 DY1906
 DY1906.Superseded values are not recommended for survey control.
 DY1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1906.See file dsdata.txt to determine how the superseded data were derived.
 DY1906
 DY1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797430(NAD 83)
 DY1906_MARKER: DD = SURVEY DISK
 DY1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1906_STAMPING: BM 48
 DY1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1906+STABILITY: SURFACE MOTION
 DY1906
 DY1906  HISTORY     - Date     Condition        Report By
 DY1906  HISTORY     - UNK      MONUMENTED       CA-037
 DY1906  HISTORY     - 1946     GOOD             NGS
 DY1906  HISTORY     - 1961     GOOD             CA-037
 DY1906
 DY1906                          STATION DESCRIPTION
 DY1906
 DY1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1906'1.9 MI SE FROM TORRANCE.
 DY1906'1.1 MILES EAST ALONG CARSON STREET FROM THE CROSSING OF ARLINGTON
 DY1906'AVENUE AT WILMINGTON, THENCE 0.8 MILE SOUTH ALONG NORMANDIE AVENUE,
 DY1906'AT THE INTERSECTION OF NORMANDIE AVENUE AND OCEAN STREET, 87.0
 DY1906'FEET NORTH OF THE CENTERLINE OF OCEAN STREET, 2.2 FEET WEST OF
 DY1906'WEST CURB OF NORMANDIE AVENUE, 27.3 FEET SOUTH OF POWER POLE NO.
 DY1906'279364-E, 15.6 FEET EAST OF THE EAST RAIL OF THE PACIFIC ELECTRIC
 DY1906'RAILWAY, 0.5 FOOT LOWER THAN THE TOP OF THE CURB AND IMMEDIATE
 DY1906'GROUND LEVEL.  A LOS ANGELES COUNTY ROAD DEPARTMENT STANDARD DISK,
 DY1906'STAMPED BM 48 AND SET IN THE TOP OF A CONCRETE POST.
 DY1906
 DY1906                          STATION RECOVERY (1961)
 DY1906
 DY1906'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 DY1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0642 ***********************************************************************
 JT0642  DESIGNATION -  48 M
 JT0642  PID         -  JT0642
 JT0642  STATE/COUNTY-  CA/SONOMA
 JT0642  USGS QUAD   -  VALLEY FORD (1971)
 JT0642
 JT0642                         *CURRENT SURVEY CONTROL
 JT0642  ___________________________________________________________________
 JT0642* NAD 83(1986)-  38 19 47.     (N)    122 55 32.     (W)     SCALED    
 JT0642* NAVD 88     -         8.81   (+/-2cm)      28.9    (feet)  VERTCON   
 JT0642  ___________________________________________________________________
 JT0642  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JT0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0642
 JT0642.The horizontal coordinates were scaled from a topographic map and have
 JT0642.an estimated accuracy of +/- 6 seconds.
 JT0642
 JT0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0642.The vertical order pertains to the NGVD 29 superseded value.
 JT0642
 JT0642.The geoid height was determined by GEOID03.
 JT0642
 JT0642;                    North         East    Units  Estimated Accuracy
 JT0642;SPC CA 2     -   574,020.    1,919,070.      MT  (+/- 180 meters Scaled)
 JT0642
 JT0642                          SUPERSEDED SURVEY CONTROL
 JT0642
 JT0642  NGVD 29 (??/??/92)    7.962  (m)           26.12   (f) ADJ UNCH    2 0
 JT0642
 JT0642.Superseded values are not recommended for survey control.
 JT0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0642.See file dsdata.txt to determine how the superseded data were derived.
 JT0642
 JT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH065424(NAD 83)
 JT0642_MARKER: DD = SURVEY DISK
 JT0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0642_SP_SET: CULVERT
 JT0642_STAMPING: 48 M 25 1933
 JT0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0642
 JT0642  HISTORY     - Date     Condition        Report By
 JT0642  HISTORY     - 1933     MONUMENTED       USGS
 JT0642  HISTORY     - 1959     GOOD             NGS
 JT0642  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0642
 JT0642                          STATION DESCRIPTION
 JT0642
 JT0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JT0642'0.9 MI N FROM VALLEY FORD.
 JT0642'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JT0642'AT VALLEY FORD, THENCE 0.4 MILE NORTH ALONG THE OCCIDENTAL
 JT0642'ROAD, AT A CONCRETE CULVERT ON AN ABANDONED SECTION OF THE
 JT0642'ROAD, IN THE TOP OF THE EAST HEADWALL, 25.4 FEET WEST OF THE
 JT0642'CENTERLINE OF THE NEW SECTION OF THE ROAD, 6 FEET WEST OF THE
 JT0642'WEST HEADWALL OF A CULVERT ON THE NEW ROAD, 46.5 FEET
 JT0642'NORTHEAST OF TELEPHONE POLE 329, 3.4 FEET SOUTH OF THE NORTH
 JT0642'END OF THE HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 JT0642
 JT0642                          STATION RECOVERY (1987)
 JT0642
 JT0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0642'THE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5366 ***********************************************************************
 DX5366  DESIGNATION -  48 OJA
 DX5366  PID         -  DX5366
 DX5366  STATE/COUNTY-  CA/RIVERSIDE
 DX5366  USGS QUAD   -  WINCHESTER (1979)
 DX5366
 DX5366                         *CURRENT SURVEY CONTROL
 DX5366  ___________________________________________________________________
 DX5366* NAD 83(1986)-  33 39 33.     (N)    117 05 03.     (W)     SCALED    
 DX5366* NAVD 88     -       446.679  (meters)    1465.48   (feet)  ADJUSTED  
 DX5366  ___________________________________________________________________
 DX5366  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX5366  DYNAMIC HT  -         446.168 (meters)    1463.80  (feet)  COMP
 DX5366  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 DX5366
 DX5366  VERT ORDER  -  FIRST     CLASS II
 DX5366
 DX5366.The horizontal coordinates were scaled from a topographic map and have
 DX5366.an estimated accuracy of +/- 6 seconds.
 DX5366
 DX5366.The orthometric height was determined by differential leveling
 DX5366.and adjusted in January 1993.
 DX5366
 DX5366.The geoid height was determined by GEOID03.
 DX5366
 DX5366.The dynamic height is computed by dividing the NAVD 88
 DX5366.geopotential number by the normal gravity value computed on the
 DX5366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5366.degrees latitude (g = 980.6199 gals.).
 DX5366
 DX5366.The modeled gravity was interpolated from observed gravity values.
 DX5366
 DX5366;                    North         East    Units  Estimated Accuracy
 DX5366;SPC CA 6     -   665,830.    1,922,630.      MT  (+/- 180 meters Scaled)
 DX5366
 DX5366                          SUPERSEDED SURVEY CONTROL
 DX5366
 DX5366.No superseded survey control is available for this station.
 DX5366
 DX5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT921243(NAD 83)
 DX5366_MARKER: DD = SURVEY DISK
 DX5366_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DX5366_SP_SET: PREFAB CONC. POST IN CONCRETE
 DX5366_STAMPING: 48 OJA 1967
 DX5366_MARK LOGO: MWDSC 
 DX5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5366+STABILITY: SURFACE MOTION
 DX5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5366+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1992
 DX5366
 DX5366  HISTORY     - Date     Condition        Report By
 DX5366  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5366  HISTORY     - 19920409 GOOD             MWDSC
 DX5366
 DX5366                          STATION DESCRIPTION
 DX5366
 DX5366'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5366'WINCHESTER, 3.3 MILES (5.3 KM) SOUTH OF, 0.9 MILE (1.4 KM) SOUTH ALONG
 DX5366'WINCHESTER RD (HWY 79) FROM THE INTERSECTION WITH HOLLAND RD, TO A
 DX5366'DIRT RD GOING WEST, 49 FEET (14.9 M) EAST OF WINCHESTER RD, 35 FEET
 DX5366'(10.7 M) SOUTH OF DIRT RD, 66 FEET (20.1 M) SOUTH OF POWER POLE NO
 DX5366'217385. A 4 INCH BY 4 INCH CONCRETE POST WITH A STANDARD MWDSC BRASS
 DX5366'CAP MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0531 ***********************************************************************
 FT0531  DESIGNATION -  48 RM
 FT0531  PID         -  FT0531
 FT0531  STATE/COUNTY-  CA/KERN
 FT0531  USGS QUAD   -  PEARSONVILLE (1982)
 FT0531
 FT0531                         *CURRENT SURVEY CONTROL
 FT0531  ___________________________________________________________________
 FT0531* NAD 83(1986)-  35 47 29.     (N)    117 47 41.     (W)     SCALED    
 FT0531* NAVD 88     -       700.680  (meters)    2298.81   (feet)  ADJUSTED  
 FT0531  ___________________________________________________________________
 FT0531  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FT0531  DYNAMIC HT  -         699.909 (meters)    2296.28  (feet)  COMP
 FT0531  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 FT0531
 FT0531  VERT ORDER  -  FIRST     CLASS II
 FT0531
 FT0531.The horizontal coordinates were scaled from a topographic map and have
 FT0531.an estimated accuracy of +/- 6 seconds.
 FT0531
 FT0531.The orthometric height was determined by differential leveling
 FT0531.and adjusted in June 1991.
 FT0531
 FT0531.The geoid height was determined by GEOID03.
 FT0531
 FT0531.The dynamic height is computed by dividing the NAVD 88
 FT0531.geopotential number by the normal gravity value computed on the
 FT0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0531.degrees latitude (g = 980.6199 gals.).
 FT0531
 FT0531.The modeled gravity was interpolated from observed gravity values.
 FT0531
 FT0531;                    North         East    Units  Estimated Accuracy
 FT0531;SPC CA 5     -   754,210.    2,018,560.      MT  (+/- 180 meters Scaled)
 FT0531
 FT0531                          SUPERSEDED SURVEY CONTROL
 FT0531
 FT0531  NGVD 29 (??/??/??)  699.94   (m)         2296.4    (f) RESET       3  
 FT0531
 FT0531.Superseded values are not recommended for survey control.
 FT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0531.See file dsdata.txt to determine how the superseded data were derived.
 FT0531
 FT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV281611(NAD 83)
 FT0531_MARKER: DD = SURVEY DISK
 FT0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0531_STAMPING: 48 RM 1950
 FT0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0531+STABILITY: SURFACE MOTION
 FT0531
 FT0531  HISTORY     - Date     Condition        Report By
 FT0531  HISTORY     - 1950     MONUMENTED       USN
 FT0531  HISTORY     - 1950     GOOD             NGS
 FT0531
 FT0531                          STATION DESCRIPTION
 FT0531
 FT0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0531'11.5 MI NE FROM CHINA LAKE USN .
 FT0531'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0531'THE B-1 RANGE, JUST WEST OF THE B-1 AIR STRIP, IT IS ONE OF THE
 FT0531'STATIONS OF THE B-1 BASE LINE.  THE STATION IS A NAVAL ORDNANCE
 FT0531'DISK SET IN AN 8 INCH CONCRETE POST SET IN THE GROUND, THE DISK
 FT0531'IS STAMPED 48 RM 1950 AND IS FLUSH WITH THE GROUND.  TO REACH
 FT0531'FROM THE CONTROL TOWER OF THE B-1 AIR STRIP GO WEST TO THE B-1
 FT0531'BASE LINE, TURN TO THE RIGHT, NORTH ALONG THE BASE LINE TO
 FT0531'STATION AS DESCRIBED.  DIRECTIONS TO REACH THE B-1 BASE LINE CAN
 FT0531'BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF
 FT0531'THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3607 ***********************************************************************
 HT3607  DESIGNATION -  48 WLS
 HT3607  PID         -  HT3607
 HT3607  STATE/COUNTY-  CA/SANTA CRUZ
 HT3607  USGS QUAD   -  BIG BASIN (1997)
 HT3607
 HT3607                         *CURRENT SURVEY CONTROL
 HT3607  ___________________________________________________________________
 HT3607* NAD 83(1986)-  37 11 29.     (N)    122 11 31.     (W)     SCALED    
 HT3607* NAVD 88     -       485.878  (meters)    1594.08   (feet)  ADJUSTED  
 HT3607  ___________________________________________________________________
 HT3607  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HT3607  DYNAMIC HT  -         485.496 (meters)    1592.83  (feet)  COMP
 HT3607  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 HT3607
 HT3607  VERT ORDER  -  FIRST     CLASS II
 HT3607
 HT3607.The horizontal coordinates were scaled from a topographic map and have
 HT3607.an estimated accuracy of +/- 6 seconds.
 HT3607
 HT3607.The orthometric height was determined by differential leveling
 HT3607.and adjusted in February 1993.
 HT3607
 HT3607.The geoid height was determined by GEOID03.
 HT3607
 HT3607.The dynamic height is computed by dividing the NAVD 88
 HT3607.geopotential number by the normal gravity value computed on the
 HT3607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3607.degrees latitude (g = 980.6199 gals.).
 HT3607
 HT3607.The modeled gravity was interpolated from observed gravity values.
 HT3607
 HT3607;                    North         East    Units  Estimated Accuracy
 HT3607;SPC CA 3     -   578,090.    1,849,790.      MT  (+/- 180 meters Scaled)
 HT3607
 HT3607                          SUPERSEDED SURVEY CONTROL
 HT3607
 HT3607  NGVD 29 (10/21/93)  485.031  (m)         1591.31   (f) ADJUSTED    1 2
 HT3607
 HT3607.Superseded values are not recommended for survey control.
 HT3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3607.See file dsdata.txt to determine how the superseded data were derived.
 HT3607
 HT3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG717164(NAD 83)
 HT3607_MARKER: DB = BENCH MARK DISK
 HT3607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3607_SP_SET: CONCRETE POST
 HT3607_STAMPING: 48 WLS 1953 1591
 HT3607_MARK LOGO: USGS  
 HT3607_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3607+STABILITY: SURFACE MOTION
 HT3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3607+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3607
 HT3607  HISTORY     - Date     Condition        Report By
 HT3607  HISTORY     - 1953     MONUMENTED       USGS
 HT3607  HISTORY     - 19900424 GOOD             NGS
 HT3607
 HT3607                          STATION DESCRIPTION
 HT3607
 HT3607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3607'6.7 KM (4.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 236 (BIG BASIN WAY)
 HT3607'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 IN BOULDER CREEK, THENCE
 HT3607'4.7 KM (2.9 MI) NORTHWESTERLY ALONG CHINA GRADE ROAD, 6.4 M
 HT3607'(21.0 FT) WEST OF THE CENTERLINE OF THE ROAD AT A SHARP CURVE, 4.2 M
 HT3607'(13.8 FT) NORTHWEST OF THE CENTERLINE OF AN ABANDONED STEEP TRAIL,
 HT3607'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.1 M (0.3 FT) EAST OF A
 HT3607'WITNESS POST, AND SET IN A CONCRETE MONUMENT PROJECTING 0.1 M
 HT3607'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0789 ***********************************************************************
 DC0789  DESIGNATION -  48+08.7 USN
 DC0789  PID         -  DC0789
 DC0789  STATE/COUNTY-  CA/SAN DIEGO
 DC0789  USGS QUAD   -  POINT LOMA (1994)
 DC0789
 DC0789                         *CURRENT SURVEY CONTROL
 DC0789  ___________________________________________________________________
 DC0789* NAD 83(1986)-  32 41 27.     (N)    117 12 31.     (W)     SCALED    
 DC0789* NAVD 88     -         6.51   (+/-2cm)      21.4    (feet)  VERTCON   
 DC0789  ___________________________________________________________________
 DC0789  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DC0789  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0789
 DC0789.This mark is at San Diego Intl-Lindbergh Fld Airport (SAN)
 DC0789
 DC0789.The horizontal coordinates were scaled from a topographic map and have
 DC0789.an estimated accuracy of +/- 6 seconds.
 DC0789
 DC0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0789.The vertical order pertains to the NGVD 29 superseded value.
 DC0789
 DC0789.The geoid height was determined by GEOID03.
 DC0789
 DC0789;                    North         East    Units  Estimated Accuracy
 DC0789;SPC CA 6     -   558,550.    1,910,100.      MT  (+/- 180 meters Scaled)
 DC0789
 DC0789                          SUPERSEDED SURVEY CONTROL
 DC0789
 DC0789  NGVD 29 (??/??/??)    5.873  (m)           19.27   (f) ADJUSTED    1 2
 DC0789
 DC0789.Superseded values are not recommended for survey control.
 DC0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0789.See file dsdata.txt to determine how the superseded data were derived.
 DC0789
 DC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS804170(NAD 83)
 DC0789_MARKER: N = NAIL
 DC0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0789+STABILITY: SURFACE MOTION
 DC0789
 DC0789  HISTORY     - Date     Condition        Report By
 DC0789  HISTORY     - UNK      MONUMENTED       DOD
 DC0789  HISTORY     - 1955     GOOD             NGS
 DC0789  HISTORY     - 1962     GOOD             DOD
 DC0789
 DC0789                          STATION DESCRIPTION
 DC0789
 DC0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0789'AT SAN DIEGO NAS.
 DC0789'AT SAN DIEGO NAVAL AIR STATION, 0.2 MILE SOUTHEAST ALONG A
 DC0789'GRADED ROAD FROM SENTRY POST 7, THENCE 1.2 MILES EAST ALONG
 DC0789'ROGERS ROAD, ABOUT 0.1 MILE EAST OF ENTRANCE TO THE SALVAGE
 DC0789'YARD, AT SENTRY POST 16, 101 FEET WEST OF THE CENTER LINE OF
 DC0789'AN EXIT ROAD FROM BUILDING 710, 82.1 FEET NORTHWEST OF THE
 DC0789'NORTHEAST CORNER OF THE SALVAGE YARD, 50.3 FEET SOUTH OF THE
 DC0789'CENTER LINE OF THE ROAD, LEADED IN THE TOP OF A 2-INCH ION PIPE
 DC0789'SET IN THE TOP OF A CONCRETE POST, AND PROJECTING 0.2 FOOT
 DC0789'ABOVE THE GROUND, MARK IS ENCLOSED BY A WHITE BOARD FENCE BEARING
 DC0789'SIGN THIS MONUMENT NOT TO BE DISTURBED, THE TOP OF THE CONCRETE POST
 DC0789'IS INSCRIBED WITH THE LETTERS AND NUMBERS 48 + 08.7 USED 1937 LPT.
 DC0789
 DC0789                          STATION RECOVERY (1962)
 DC0789
 DC0789'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 DC0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1305 ***********************************************************************
 DY1305  DESIGNATION -  48.009 C OF LA
 DY1305  PID         -  DY1305
 DY1305  STATE/COUNTY-  CA/LOS ANGELES
 DY1305  USGS QUAD   -  VENICE (1981)
 DY1305
 DY1305                         *CURRENT SURVEY CONTROL
 DY1305  ___________________________________________________________________
 DY1305* NAD 83(1986)-  33 56 56.     (N)    118 26 40.     (W)     SCALED    
 DY1305* NAVD 88     -        14.85   (+/-2cm)      48.7    (feet)  VERTCON   
 DY1305  ___________________________________________________________________
 DY1305  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DY1305  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1305
 DY1305.The horizontal coordinates were scaled from a topographic map and have
 DY1305.an estimated accuracy of +/- 6 seconds.
 DY1305
 DY1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1305.The vertical order pertains to the NGVD 29 superseded value.
 DY1305
 DY1305.The geoid height was determined by GEOID03.
 DY1305
 DY1305;                    North         East    Units  Estimated Accuracy
 DY1305;SPC CA 5     -   549,890.    1,958,920.      MT  (+/- 180 meters Scaled)
 DY1305
 DY1305                          SUPERSEDED SURVEY CONTROL
 DY1305
 DY1305  NGVD 29 (??/??/92)   14.097  (m)           46.25   (f) ADJ UNCH    1 1
 DY1305
 DY1305.Superseded values are not recommended for survey control.
 DY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1305.See file dsdata.txt to determine how the superseded data were derived.
 DY1305
 DY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT665574(NAD 83)
 DY1305_MARKER: S = SPIKE
 DY1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1305_SP_SET: CATCH BASIN
 DY1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1305
 DY1305  HISTORY     - Date     Condition        Report By
 DY1305  HISTORY     - UNK      MONUMENTED       CA1980
 DY1305  HISTORY     - 1960     GOOD             NGS
 DY1305  HISTORY     - 1966     GOOD             NGS
 DY1305
 DY1305                          STATION DESCRIPTION
 DY1305
 DY1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1305'AT PLAYA DEL REY.
 DY1305'AT PLAYA DEL REY, ABOUT 0.7 MILE SOUTHEAST ALONG VISTA DEL MAR
 DY1305'FROM THE INTERSECTION OF CULVER BOULEVARD, NEAR THE JUNCTION OF
 DY1305'STERRY STREET, AT THE NORTHWEST END OF A CATCH BASIN, IN TOP OF
 DY1305'THE NORTHEAST CURB OF VISTA DEL MAR, 96 FEET SOUTHEAST OF THE
 DY1305'CENTER LINE OF STERRY STREET, 37.4 FEET SOUTHEAST OF THE SOUTHEAST
 DY1305'SIDE OF A CONCRETE LAMP POST, FLUSH WITH THE SIDEWALK, AND ABOUT
 DY1305'1/2 FOOT HIGHER THAN VISTA DEL MAR.
 DY1305
 DY1305                          STATION RECOVERY (1966)
 DY1305
 DY1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2476 ***********************************************************************
 HS2476  DESIGNATION -  48.13 USBR
 HS2476  PID         -  HS2476
 HS2476  STATE/COUNTY-  CA/STANISLAUS
 HS2476  USGS QUAD   -  NEWMAN (1978)
 HS2476
 HS2476                         *CURRENT SURVEY CONTROL
 HS2476  ___________________________________________________________________
 HS2476* NAD 83(1986)-  37 22 28.     (N)    121 06 13.     (W)     SCALED    
 HS2476* NAVD 88     -        57.52   (+/-2cm)     188.7    (feet)  VERTCON   
 HS2476  ___________________________________________________________________
 HS2476  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS2476  VERT ORDER  -  THIRD (See Below)
 HS2476
 HS2476.The horizontal coordinates were scaled from a topographic map and have
 HS2476.an estimated accuracy of +/- 6 seconds.
 HS2476
 HS2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2476.The vertical order pertains to the NGVD 29 superseded value.
 HS2476
 HS2476.The geoid height was determined by GEOID03.
 HS2476
 HS2476;                    North         East    Units  Estimated Accuracy
 HS2476;SPC CA 3     -   597,220.    1,946,540.      MT  (+/- 180 meters Scaled)
 HS2476
 HS2476                          SUPERSEDED SURVEY CONTROL
 HS2476
 HS2476  NGVD 29 (??/??/??)   56.76   (m)          186.2    (f) RESET       3  
 HS2476
 HS2476.Superseded values are not recommended for survey control.
 HS2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2476.See file dsdata.txt to determine how the superseded data were derived.
 HS2476
 HS2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679380(NAD 83)
 HS2476_MARKER: DD = SURVEY DISK
 HS2476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2476_SP_SET: FLUME HEAD WALL
 HS2476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2476
 HS2476  HISTORY     - Date     Condition        Report By
 HS2476  HISTORY     - UNK      MONUMENTED       BOR
 HS2476  HISTORY     - 1961     GOOD             NGS
 HS2476  HISTORY     - 1965     GOOD             NGS
 HS2476
 HS2476                          STATION DESCRIPTION
 HS2476
 HS2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2476'3.2 MI WSW FROM CROWS LANDING.
 HS2476'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY
 HS2476'33 AT CROWS LANDING, THENCE 1.25 MILES SOUTH ALONG THE EAST
 HS2476'LEVEE ROAD OF THE DELTA-MENDOTA CANAL, IN THE TOP OF THE CENTER
 HS2476'OF THE EAST CONCRETE HEAD WALL OF CONCRETE FLUME 48.13 OVER THE
 HS2476'CANAL, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 HS2476'1/2 FOOT HIGHER THAN THE ROAD.
 HS2476
 HS2476                          STATION RECOVERY (1965)
 HS2476
 HS2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2477 ***********************************************************************
 HS2477  DESIGNATION -  48.38 USBR
 HS2477  PID         -  HS2477
 HS2477  STATE/COUNTY-  CA/STANISLAUS
 HS2477  USGS QUAD   -  NEWMAN (1978)
 HS2477
 HS2477                         *CURRENT SURVEY CONTROL
 HS2477  ___________________________________________________________________
 HS2477* NAD 83(1986)-  37 22 13.     (N)    121 06 13.     (W)     SCALED    
 HS2477* NAVD 88     -        56.70   (+/-2cm)     186.0    (feet)  VERTCON   
 HS2477  ___________________________________________________________________
 HS2477  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HS2477  VERT ORDER  -  THIRD (See Below)
 HS2477
 HS2477.The horizontal coordinates were scaled from a topographic map and have
 HS2477.an estimated accuracy of +/- 6 seconds.
 HS2477
 HS2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2477.The vertical order pertains to the NGVD 29 superseded value.
 HS2477
 HS2477.The geoid height was determined by GEOID03.
 HS2477
 HS2477;                    North         East    Units  Estimated Accuracy
 HS2477;SPC CA 3     -   596,760.    1,946,540.      MT  (+/- 180 meters Scaled)
 HS2477
 HS2477                          SUPERSEDED SURVEY CONTROL
 HS2477
 HS2477  NGVD 29 (??/??/??)   55.94   (m)          183.5    (f) RESET       3  
 HS2477
 HS2477.Superseded values are not recommended for survey control.
 HS2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2477.See file dsdata.txt to determine how the superseded data were derived.
 HS2477
 HS2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679376(NAD 83)
 HS2477_MARKER: DD = SURVEY DISK
 HS2477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2477_SP_SET: BRIDGE CURB
 HS2477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2477
 HS2477  HISTORY     - Date     Condition        Report By
 HS2477  HISTORY     - UNK      MONUMENTED       BOR
 HS2477  HISTORY     - 1961     GOOD             NGS
 HS2477  HISTORY     - 1964     GOOD             NGS
 HS2477
 HS2477                          STATION DESCRIPTION
 HS2477
 HS2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2477'3.5 MI SW FROM CROWS LANDING.
 HS2477'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY
 HS2477'33 AT CROWS LANDING, THENCE 1.5 MILES SOUTH ALONG THE EAST LEVEE
 HS2477'ROAD OF THE DELTA-MENDOTA CANAL, AT THE CROSSING OF DIHEL ROAD,
 HS2477'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF BRIDGE
 HS2477'48.38 OVER THE CANAL, 17 FEET WEST OF THE CENTER LINE OF THE
 HS2477'LEVEE ROAD, 14 FEET NORTH OF THE CENTER LINE OF DIHEL ROAD, AND
 HS2477'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS2477
 HS2477                          STATION RECOVERY (1964)
 HS2477
 HS2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2478 ***********************************************************************
 HS2478  DESIGNATION -  48.61 USBR
 HS2478  PID         -  HS2478
 HS2478  STATE/COUNTY-  CA/STANISLAUS
 HS2478  USGS QUAD   -  NEWMAN (1978)
 HS2478
 HS2478                         *CURRENT SURVEY CONTROL
 HS2478  ___________________________________________________________________
 HS2478* NAD 83(1986)-  37 21 57.     (N)    121 06 14.     (W)     SCALED    
 HS2478* NAVD 88     -        56.83   (+/-2cm)     186.4    (feet)  VERTCON   
 HS2478  ___________________________________________________________________
 HS2478  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HS2478  VERT ORDER  -  THIRD (See Below)
 HS2478
 HS2478.The horizontal coordinates were scaled from a topographic map and have
 HS2478.an estimated accuracy of +/- 6 seconds.
 HS2478
 HS2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2478.The vertical order pertains to the NGVD 29 superseded value.
 HS2478
 HS2478.The geoid height was determined by GEOID03.
 HS2478
 HS2478;                    North         East    Units  Estimated Accuracy
 HS2478;SPC CA 3     -   596,260.    1,946,510.      MT  (+/- 180 meters Scaled)
 HS2478
 HS2478                          SUPERSEDED SURVEY CONTROL
 HS2478
 HS2478  NGVD 29 (??/??/??)   56.07   (m)          184.0    (f) RESET       3  
 HS2478
 HS2478.Superseded values are not recommended for survey control.
 HS2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2478.See file dsdata.txt to determine how the superseded data were derived.
 HS2478
 HS2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679371(NAD 83)
 HS2478_MARKER: DD = SURVEY DISK
 HS2478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2478_SP_SET: DAM PIER
 HS2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2478
 HS2478  HISTORY     - Date     Condition        Report By
 HS2478  HISTORY     - UNK      MONUMENTED       BOR
 HS2478  HISTORY     - 1961     GOOD             NGS
 HS2478  HISTORY     - 1964     GOOD             NGS
 HS2478
 HS2478                          STATION DESCRIPTION
 HS2478
 HS2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2478'3.8 MI SW FROM CROWS LANDING.
 HS2478'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY
 HS2478'33 AT CROWS LANDING, THENCE 1.75 MILES SOUTH ALONG THE EAST
 HS2478'LEVEE ROAD OF THE DELTA-MENDOTA CANAL, AT CHECK DAM 48.61 (NO.
 HS2478'9), IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER OF THE
 HS2478'DAM, 60 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET NORTH
 HS2478'OF THE NORTH EDGE OF A CAT-WALK ACROSS THE DAM, AND ABOUT 3 1/2
 HS2478'FEET LOWER THAN THE ROAD.
 HS2478
 HS2478                          STATION RECOVERY (1964)
 HS2478
 HS2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0847 ***********************************************************************
 JS0847  DESIGNATION -  48.935 USGS
 JS0847  PID         -  JS0847
 JS0847  STATE/COUNTY-  CA/SACRAMENTO
 JS0847  USGS QUAD   -  SACRAMENTO EAST (1992)
 JS0847
 JS0847                         *CURRENT SURVEY CONTROL
 JS0847  ___________________________________________________________________
 JS0847* NAD 83(1986)-  38 33 09.     (N)    121 25 17.     (W)     SCALED    
 JS0847* NAVD 88     -        15.61   (+/-2cm)      51.2    (feet)  VERTCON   
 JS0847  ___________________________________________________________________
 JS0847  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JS0847  VERT ORDER  -  THIRD (See Below)
 JS0847
 JS0847.The horizontal coordinates were scaled from a topographic map and have
 JS0847.an estimated accuracy of +/- 6 seconds.
 JS0847
 JS0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0847.The vertical order pertains to the NGVD 29 superseded value.
 JS0847
 JS0847.The geoid height was determined by GEOID03.
 JS0847
 JS0847;                    North         East    Units  Estimated Accuracy
 JS0847;SPC CA 2     -   598,490.    2,050,440.      MT  (+/- 180 meters Scaled)
 JS0847
 JS0847                          SUPERSEDED SURVEY CONTROL
 JS0847
 JS0847  NGVD 29 (??/??/??)   14.86   (m)           48.8    (f) RESET       3  
 JS0847
 JS0847.Superseded values are not recommended for survey control.
 JS0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0847.See file dsdata.txt to determine how the superseded data were derived.
 JS0847
 JS0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH375683(NAD 83)
 JS0847_MARKER: N = NAIL
 JS0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0847_SP_SET: ABUTMENT
 JS0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0847
 JS0847  HISTORY     - Date     Condition        Report By
 JS0847  HISTORY     - UNK      MONUMENTED       USGS
 JS0847  HISTORY     - 1948     GOOD             NGS
 JS0847  HISTORY     - 1963     GOOD             NGS
 JS0847  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0847
 JS0847                          STATION DESCRIPTION
 JS0847
 JS0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0847'0.1 MI NW FROM BRIGHTON.
 JS0847'0.1 MILE NORTHWEST OF THE SOUTHERN PACIFIC CO. RAILROAD STATION
 JS0847'AT BRIGHTON, SACRAMENTO COUNTY, AT THE FOLSOM BOULEVARD UNDERPASS,
 JS0847'75 FEET WEST OF THE EAST END, IN THE TOP OF THE SOUTH END OF
 JS0847'THE COUNTER-FORT OF THE ABUTMENT OF THE SOUTH LEVEE GATE, AND
 JS0847'2 FEET NORTH OF THE PEDESTRIAN HANDRAIL.
 JS0847
 JS0847                          STATION RECOVERY (1963)
 JS0847
 JS0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JS0847'RECOVERED IN GOOD CONDITION.
 JS0847
 JS0847                          STATION RECOVERY (2004)
 JS0847
 JS0847'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0268 ***********************************************************************
 LT0268  DESIGNATION -  4804.52 BPR
 LT0268  PID         -  LT0268
 LT0268  STATE/COUNTY-  CA/TEHAMA
 LT0268  USGS QUAD   -  STOVER MTN (1995)
 LT0268
 LT0268                         *CURRENT SURVEY CONTROL
 LT0268  ___________________________________________________________________
 LT0268* NAD 83(1986)-  40 15 37.     (N)    121 21 25.     (W)     SCALED    
 LT0268* NAVD 88     -      1498.185  (meters)    4915.30   (feet)  ADJUSTED  
 LT0268  ___________________________________________________________________
 LT0268  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 LT0268  DYNAMIC HT  -        1496.964 (meters)    4911.29  (feet)  COMP
 LT0268  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 LT0268
 LT0268  VERT ORDER  -  SECOND    CLASS 0
 LT0268
 LT0268.The horizontal coordinates were scaled from a topographic map and have
 LT0268.an estimated accuracy of +/- 6 seconds.
 LT0268
 LT0268.The orthometric height was determined by differential leveling
 LT0268.and adjusted in June 1991.
 LT0268
 LT0268.The geoid height was determined by GEOID03.
 LT0268
 LT0268.The dynamic height is computed by dividing the NAVD 88
 LT0268.geopotential number by the normal gravity value computed on the
 LT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0268.degrees latitude (g = 980.6199 gals.).
 LT0268
 LT0268.The modeled gravity was interpolated from observed gravity values.
 LT0268
 LT0268;                    North         East    Units  Estimated Accuracy
 LT0268;SPC CA 1     -   603,130.    2,054,700.      MT  (+/- 180 meters Scaled)
 LT0268
 LT0268                          SUPERSEDED SURVEY CONTROL
 LT0268
 LT0268  NGVD 29 (??/??/??) 1497.139  (m)         4911.86   (f) ADJUSTED    2 0
 LT0268
 LT0268.Superseded values are not recommended for survey control.
 LT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0268.See file dsdata.txt to determine how the superseded data were derived.
 LT0268
 LT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK397579(NAD 83)
 LT0268_MARKER: P = PIPE CAP
 LT0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0268_STAMPING: 4804.52 1170+28.61 1929
 LT0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0268
 LT0268  HISTORY     - Date     Condition        Report By
 LT0268  HISTORY     - 1929     MONUMENTED       BPR
 LT0268  HISTORY     - 1934     GOOD             NGS
 LT0268  HISTORY     - 19990813 MARK NOT FOUND   USPSQD
 LT0268
 LT0268                          STATION DESCRIPTION
 LT0268
 LT0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0268'9.1 MI SW FROM CHESTER.
 LT0268'IN TEHAMA COUNTY, 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 36
 LT0268'FROM CHESTER, PLUMAS COUNTY, ABOUT 300 FEET SOUTHWEST OF THE
 LT0268'PLUMAS-TEHAMA COUNTY LINE, AT THE HIGHWAY-MAINTENANCE YARD, 40
 LT0268'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 34 FEET
 LT0268'NORTHEAST OF A 20-INCH PINE TREE AT THE EDGE OF THE ROAD.  A
 LT0268'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 LT0268'4804.52 1170+28.61 1929 AND RIVETED ON THE TOP OF AN IRON PIPE
 LT0268'PROJECTING 3 INCHES ABOVE GROUND.
 LT0268
 LT0268                          STATION RECOVERY (1999)
 LT0268
 LT0268'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0269 ***********************************************************************
 LT0269  DESIGNATION -  4805.37 BPR
 LT0269  PID         -  LT0269
 LT0269  STATE/COUNTY-  CA/TEHAMA
 LT0269  USGS QUAD   -  STOVER MTN (1995)
 LT0269
 LT0269                         *CURRENT SURVEY CONTROL
 LT0269  ___________________________________________________________________
 LT0269* NAD 83(1986)-  40 15 36.     (N)    121 21 24.     (W)     SCALED    
 LT0269* NAVD 88     -      1498.442  (meters)    4916.14   (feet)  ADJUSTED  
 LT0269  ___________________________________________________________________
 LT0269  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 LT0269  DYNAMIC HT  -        1497.222 (meters)    4912.14  (feet)  COMP
 LT0269  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 LT0269
 LT0269  VERT ORDER  -  SECOND    CLASS 0
 LT0269
 LT0269.The horizontal coordinates were scaled from a topographic map and have
 LT0269.an estimated accuracy of +/- 6 seconds.
 LT0269
 LT0269.The orthometric height was determined by differential leveling
 LT0269.and adjusted in June 1991.
 LT0269
 LT0269.The geoid height was determined by GEOID03.
 LT0269
 LT0269.The dynamic height is computed by dividing the NAVD 88
 LT0269.geopotential number by the normal gravity value computed on the
 LT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0269.degrees latitude (g = 980.6199 gals.).
 LT0269
 LT0269.The modeled gravity was interpolated from observed gravity values.
 LT0269
 LT0269;                    North         East    Units  Estimated Accuracy
 LT0269;SPC CA 1     -   603,100.    2,054,720.      MT  (+/- 180 meters Scaled)
 LT0269
 LT0269                          SUPERSEDED SURVEY CONTROL
 LT0269
 LT0269  NGVD 29 (??/??/??) 1497.396  (m)         4912.71   (f) ADJUSTED    2 0
 LT0269
 LT0269.Superseded values are not recommended for survey control.
 LT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0269.See file dsdata.txt to determine how the superseded data were derived.
 LT0269
 LT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK397579(NAD 83)
 LT0269_MARKER: P = PIPE CAP
 LT0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0269_STAMPING: 4805.37 1170+28.61 1929
 LT0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0269
 LT0269  HISTORY     - Date     Condition        Report By
 LT0269  HISTORY     - 1929     MONUMENTED       BPR
 LT0269  HISTORY     - 1934     GOOD             NGS
 LT0269  HISTORY     - 19990813 GOOD             USPSQD
 LT0269
 LT0269                          STATION DESCRIPTION
 LT0269
 LT0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0269'9.1 MI SW FROM CHESTER.
 LT0269'IN TEHAMA COUNTY, 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 36
 LT0269'FROM CHESTER, PLUMAS COUNTY, ABOUT 300 FEET SOUTHWEST OF THE
 LT0269'PLUMAS-TEHAMA COUNTY LINE, AT THE HIGHWAY MAINTENANCE YARD, 40
 LT0269'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 73 FEET
 LT0269'SOUTHWEST OF THE CENTERLINE OF THE ROAD TO THE YARD.  A UNITED
 LT0269'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 4805.37
 LT0269'1170+28.61 1929 AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 LT0269'7 INCHES ABOVE GROUND.
 LT0269
 LT0269                          STATION RECOVERY (1999)
 LT0269
 LT0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1136 ***********************************************************************
 DX1136  DESIGNATION -  481.51
 DX1136  PID         -  DX1136
 DX1136  STATE/COUNTY-  CA/SAN DIEGO
 DX1136  USGS QUAD   -  ESCONDIDO (1975)
 DX1136
 DX1136                         *CURRENT SURVEY CONTROL
 DX1136  ___________________________________________________________________
 DX1136* NAD 83(1986)-  33 04 51.     (N)    117 04 15.     (W)     SCALED    
 DX1136* NAVD 88     -       147.42   (+/-2cm)     483.7    (feet)  VERTCON   
 DX1136  ___________________________________________________________________
 DX1136  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DX1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1136
 DX1136.The horizontal coordinates were scaled from a topographic map and have
 DX1136.an estimated accuracy of +/- 6 seconds.
 DX1136
 DX1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1136.The vertical order pertains to the NGVD 29 superseded value.
 DX1136
 DX1136.The geoid height was determined by GEOID03.
 DX1136
 DX1136;                    North         East    Units  Estimated Accuracy
 DX1136;SPC CA 6     -   601,690.    1,923,360.      MT  (+/- 180 meters Scaled)
 DX1136
 DX1136                          SUPERSEDED SURVEY CONTROL
 DX1136
 DX1136  NGVD 29 (??/??/??)  146.762  (m)          481.50   (f) ADJUSTED    2 0
 DX1136
 DX1136.Superseded values are not recommended for survey control.
 DX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1136.See file dsdata.txt to determine how the superseded data were derived.
 DX1136
 DX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS933602(NAD 83)
 DX1136_MARKER: Q = CHISELED SQUARE
 DX1136_SETTING: 80 = SET IN A BOULDER
 DX1136_SP_SET: BOULDER
 DX1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1136+STABILITY: SURFACE MOTION
 DX1136
 DX1136  HISTORY     - Date     Condition        Report By
 DX1136  HISTORY     - UNK      MONUMENTED       USGS
 DX1136  HISTORY     - 1960     GOOD             NGS
 DX1136
 DX1136                          STATION DESCRIPTION
 DX1136
 DX1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1136'3.1 MI S FROM ESCONDIDO.
 DX1136'REACHED FROM THE INTERSECTION OF BROADWAY AND GRAND AVENUE IN
 DX1136'ESCONDIDO BY GOING SOUTHWEST ON GRAND AVENUE 0.35 MILES TO
 DX1136'U.S. HIGHWAY 395, THENCE SOUTHERLY ON HIGHWAY 395 FOR 2.9 MILES
 DX1136'TO A FISH POND AND A ROAD LEADING NORTHEAST, 50 FEET SOUTH OF
 DX1136'BM K 754, 29 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DX1136'31 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD LEADING
 DX1136'NORTHEAST.  A CHISELED SQUARE ON TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1251 ***********************************************************************
 EV1251  DESIGNATION -  4810
 EV1251  PID         -  EV1251
 EV1251  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1251  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1251
 EV1251                         *CURRENT SURVEY CONTROL
 EV1251  ___________________________________________________________________
 EV1251* NAD 83(1986)-  34 13 38.     (N)    117 16 57.     (W)     SCALED    
 EV1251* NAVD 88     -      1465.74   (+/-2cm)    4808.8    (feet)  VERTCON   
 EV1251  ___________________________________________________________________
 EV1251  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EV1251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV1251
 EV1251.The horizontal coordinates were scaled from a topographic map and have
 EV1251.an estimated accuracy of +/- 6 seconds.
 EV1251
 EV1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1251.The vertical order pertains to the NGVD 29 superseded value.
 EV1251
 EV1251.The geoid height was determined by GEOID03.
 EV1251
 EV1251;                    North         East    Units  Estimated Accuracy
 EV1251;SPC CA 5     -   580,900.    2,066,110.      MT  (+/- 180 meters Scaled)
 EV1251
 EV1251                          SUPERSEDED SURVEY CONTROL
 EV1251
 EV1251  NGVD 29 (??/??/92) 1464.870  (m)         4805.99   (f) ADJ UNCH    2 0
 EV1251
 EV1251.Superseded values are not recommended for survey control.
 EV1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1251.See file dsdata.txt to determine how the superseded data were derived.
 EV1251
 EV1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT739873(NAD 83)
 EV1251_MARKER: DD = SURVEY DISK
 EV1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1251_STAMPING: 674 49.3 4810.75 1929
 EV1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1251+STABILITY: SURFACE MOTION
 EV1251
 EV1251  HISTORY     - Date     Condition        Report By
 EV1251  HISTORY     - 1929     MONUMENTED       BPR
 EV1251  HISTORY     - 1943     MARK NOT FOUND   NGS
 EV1251
 EV1251                          STATION DESCRIPTION
 EV1251
 EV1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EV1251'1.8 MI SE FROM CRESTLINE.
 EV1251'1.4 MILES SOUTH ALONG A ROAD FROM THE POST OFFICE AT CRESTLINE,
 EV1251'THENCE 0.4 MILE EAST ALONG STATE HIGHWAY 18, ABOUT 130 YARDS
 EV1251'NORTHWEST OF A DRINKING FOUNTAIN, 20 FEET SOUTH OF THE CENTERLINE
 EV1251'OF THE HIGHWAY, AND 3 FEET NORTH OF A GUARDRAIL POST.  NOTE-- THIS
 EV1251'MARK IS LIKELY TO BE COVERED UP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0115 ***********************************************************************
 LT0115  DESIGNATION -  4814.64 CAHD
 LT0115  PID         -  LT0115
 LT0115  STATE/COUNTY-  CA/LASSEN
 LT0115  USGS QUAD   -  SUSANVILLE (1995)
 LT0115
 LT0115                         *CURRENT SURVEY CONTROL
 LT0115  ___________________________________________________________________
 LT0115* NAD 83(1986)-  40 25 12.     (N)    120 42 14.     (W)     SCALED    
 LT0115* NAVD 88     -      1467.48   (+/-2cm)    4814.6    (feet)  VERTCON   
 LT0115  ___________________________________________________________________
 LT0115  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 LT0115  VERT ORDER  -  ? (See Below)
 LT0115
 LT0115.The horizontal coordinates were scaled from a topographic map and have
 LT0115.an estimated accuracy of +/- 6 seconds.
 LT0115
 LT0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0115.The vertical order pertains to the NGVD 29 superseded value.
 LT0115
 LT0115.The geoid height was determined by GEOID03.
 LT0115
 LT0115;                    North         East    Units  Estimated Accuracy
 LT0115;SPC CA 1     -   621,470.    2,109,990.      MT  (+/- 180 meters Scaled)
 LT0115
 LT0115                          SUPERSEDED SURVEY CONTROL
 LT0115
 LT0115  NGVD 29 (??/??/??) 1466.422  (m)         4811.09   (f) ADJUSTED    ?  
 LT0115
 LT0115.Superseded values are not recommended for survey control.
 LT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0115.See file dsdata.txt to determine how the superseded data were derived.
 LT0115
 LT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK947769(NAD 83)
 LT0115_MARKER: Z = SEE DESCRIPTION
 LT0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0115_SP_SET: PINE TREE
 LT0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0115
 LT0115  HISTORY     - Date     Condition        Report By
 LT0115  HISTORY     - UNK      MONUMENTED       CADH
 LT0115  HISTORY     - 1934     GOOD             NGS
 LT0115
 LT0115                          STATION DESCRIPTION
 LT0115
 LT0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0115'2.4 MI W FROM SUSANVILLE.
 LT0115'2.4 MILES WEST ALONG STATE HIGHWAY 36 FROM SUSANVILLE, LASSEN
 LT0115'COUNTY, ABOUT 200 FEET SOUTH OF THE STATE QUARANTINE STATION,
 LT0115'75 FEET SOUTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO
 LT0115'EAGLE LAKE, AND IN THE WEST SIDE OF A 24-INCH PINE TREE.  A
 LT0115'COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0109 ***********************************************************************
 LT0109  DESIGNATION -  4821.15 CAHD
 LT0109  PID         -  LT0109
 LT0109  STATE/COUNTY-  CA/LASSEN
 LT0109  USGS QUAD   -  ROOP MOUNTAIN (1995)
 LT0109
 LT0109                         *CURRENT SURVEY CONTROL
 LT0109  ___________________________________________________________________
 LT0109* NAD 83(1986)-  40 22 36.     (N)    120 48 47.     (W)     SCALED    
 LT0109* NAVD 88     -      1469.45   (+/-2cm)    4821.0    (feet)  VERTCON   
 LT0109  ___________________________________________________________________
 LT0109  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LT0109  VERT ORDER  -  ? (See Below)
 LT0109
 LT0109.The horizontal coordinates were scaled from a topographic map and have
 LT0109.an estimated accuracy of +/- 6 seconds.
 LT0109
 LT0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0109.The vertical order pertains to the NGVD 29 superseded value.
 LT0109
 LT0109.The geoid height was determined by GEOID03.
 LT0109
 LT0109;                    North         East    Units  Estimated Accuracy
 LT0109;SPC CA 1     -   616,530.    2,100,790.      MT  (+/- 180 meters Scaled)
 LT0109
 LT0109                          SUPERSEDED SURVEY CONTROL
 LT0109
 LT0109  NGVD 29 (??/??/??) 1468.387  (m)         4817.53   (f) ADJUSTED    ?  
 LT0109
 LT0109.Superseded values are not recommended for survey control.
 LT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0109.See file dsdata.txt to determine how the superseded data were derived.
 LT0109
 LT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK856718(NAD 83)
 LT0109_MARKER: N = NAIL
 LT0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0109_SP_SET: PINE TREE
 LT0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0109
 LT0109  HISTORY     - Date     Condition        Report By
 LT0109  HISTORY     - UNK      MONUMENTED       CADH
 LT0109  HISTORY     - 1934     GOOD             NGS
 LT0109  HISTORY     - 1974     MARK NOT FOUND   USGS
 LT0109
 LT0109                          STATION DESCRIPTION
 LT0109
 LT0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0109'9.2 MI SW FROM SUSANVILLE.
 LT0109'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM SUSANVILLE, LASSEN
 LT0109'COUNTY, IN A THICK CLUMP OF TREES, 55 FEET SOUTH OF THE CENTERLINE
 LT0109'OF THE HIGHWAY, AND IN A 12-INCH PINE TREE.  A NAIL.  THIS SBM
 LT0109'WAS SAID TO BE A NAIL ON A PINE TREE.  IT WAS NOTICED THAT IN THE
 LT0109'VICINITY OF SAID SBM THE OLD HIGHWAY HAD BEEN REALINGED AND THAT
 LT0109'MUCH OF THE LAND HAD BEEN CLEARED AND LEVELED.  THE AREA NO
 LT0109'LONGER RESEMBLES THE DESCRIPTION LOCATION.
 LT0109
 LT0109                          STATION RECOVERY (1974)
 LT0109
 LT0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LT0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0569 ***********************************************************************
 MW0569  DESIGNATION -  4823
 MW0569  PID         -  MW0569
 MW0569  STATE/COUNTY-  CA/SISKIYOU
 MW0569  USGS QUAD   -  SCHONCHIN BUTTE (1993)
 MW0569
 MW0569                         *CURRENT SURVEY CONTROL
 MW0569  ___________________________________________________________________
 MW0569* NAD 83(1986)-  41 43 08.     (N)    121 31 31.     (W)     SCALED    
 MW0569* NAVD 88     -      1471.453  (meters)    4827.59   (feet)  ADJUSTED  
 MW0569  ___________________________________________________________________
 MW0569  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 MW0569  DYNAMIC HT  -        1470.448 (meters)    4824.29  (feet)  COMP
 MW0569  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 MW0569
 MW0569  VERT ORDER  -  SECOND    CLASS 0
 MW0569
 MW0569.The horizontal coordinates were scaled from a topographic map and have
 MW0569.an estimated accuracy of +/- 6 seconds.
 MW0569
 MW0569.The orthometric height was determined by differential leveling
 MW0569.and adjusted in June 1991.
 MW0569
 MW0569.The geoid height was determined by GEOID03.
 MW0569
 MW0569.The dynamic height is computed by dividing the NAVD 88
 MW0569.geopotential number by the normal gravity value computed on the
 MW0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0569.degrees latitude (g = 980.6199 gals.).
 MW0569
 MW0569.The modeled gravity was interpolated from observed gravity values.
 MW0569
 MW0569;                    North         East    Units  Estimated Accuracy
 MW0569;SPC CA 1     -   765,010.    2,039,500.      MT  (+/- 180 meters Scaled)
 MW0569
 MW0569                          SUPERSEDED SURVEY CONTROL
 MW0569
 MW0569  NGVD 29 (??/??/??) 1470.321  (m)         4823.88   (f) ADJUSTED    2 0
 MW0569
 MW0569.Superseded values are not recommended for survey control.
 MW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0569.See file dsdata.txt to determine how the superseded data were derived.
 MW0569
 MW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM226196(NAD 83)
 MW0569_MARKER: Q = CHISELED SQUARE
 MW0569_SETTING: 80 = SET IN A BOULDER
 MW0569_MARK LOGO: USGS  
 MW0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0569+STABILITY: SURFACE MOTION
 MW0569
 MW0569  HISTORY     - Date     Condition        Report By
 MW0569  HISTORY     - UNK      MONUMENTED       USGS
 MW0569  HISTORY     - 1954     GOOD             CGS
 MW0569
 MW0569                          STATION DESCRIPTION
 MW0569
 MW0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0569'1.2 MI NW FROM INDIAN WELLS.
 MW0569'1.2 MILES NORTHWEST ALONG A PAVED ROAD FROM THE INDIAN WELLS
 MW0569'RANGER STATION, AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH,
 MW0569'IN THE TOP OF A 1- BY 1 1/2-FOOT EMBEDDED LAVA BOULDER PROJECTING
 MW0569'1/2 FOOT ABOVE THE GROUND, 121.5 FEET NORTHWEST OF BENCH MARK M
 MW0569'504, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD,
 MW0569'34 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 18.3 FEET
 MW0569'EAST OF THE NORTHEAST END OF SIGN BLACK LAVA FLOW, MEDICINE LAKE
 MW0569'15 MI WITH A U.S.G.S. TAG ON THE WEST SIDE, AND ABOUT 4 FEET
 MW0569'HIGHER THAN THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1553 ***********************************************************************
 HT1553  DESIGNATION -  483.87
 HT1553  PID         -  HT1553
 HT1553  STATE/COUNTY-  CA/SANTA CRUZ
 HT1553  USGS QUAD   -  POINT ANO NUEVO (1997)
 HT1553
 HT1553                         *CURRENT SURVEY CONTROL
 HT1553  ___________________________________________________________________
 HT1553* NAD 83(1986)-  37 05 01.     (N)    122 15 26.     (W)     SCALED    
 HT1553* NAVD 88     -       148.312  (meters)     486.59   (feet)  READJUSTED
 HT1553  ___________________________________________________________________
 HT1553  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HT1553  DYNAMIC HT  -         148.200 (meters)     486.22  (feet)  COMP
 HT1553  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 HT1553
 HT1553  VERT ORDER  -  ?
 HT1553
 HT1553.The horizontal coordinates were scaled from a topographic map and have
 HT1553.an estimated accuracy of +/- 6 seconds.
 HT1553
 HT1553.The orthometric height was determined by differential leveling
 HT1553.and adjusted in March 1993.
 HT1553.The height was derived from older observations constrained to new
 HT1553.heights in a crustal motion area.  The height is approximate in
 HT1553.relation to other heights in its vicinity.
 HT1553
 HT1553.The geoid height was determined by GEOID03.
 HT1553
 HT1553.The dynamic height is computed by dividing the NAVD 88
 HT1553.geopotential number by the normal gravity value computed on the
 HT1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1553.degrees latitude (g = 980.6199 gals.).
 HT1553
 HT1553.The modeled gravity was interpolated from observed gravity values.
 HT1553
 HT1553;                    North         East    Units  Estimated Accuracy
 HT1553;SPC CA 3     -   566,240.    1,843,770.      MT  (+/- 180 meters Scaled)
 HT1553
 HT1553                          SUPERSEDED SURVEY CONTROL
 HT1553
 HT1553  NAVD 88 (06/15/91)  148.309  (m)          486.58   (f) UNKNOWN     1 1
 HT1553  NGVD 29 (10/21/93)  147.508  (m)          483.95   (f) ADJUSTED    1 1
 HT1553
 HT1553.Superseded values are not recommended for survey control.
 HT1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1553.See file dsdata.txt to determine how the superseded data were derived.
 HT1553
 HT1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG660044(NAD 83)
 HT1553_MARKER: DB = BENCH MARK DISK
 HT1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1553_STAMPING: BM 483.87
 HT1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1553+STABILITY: SURFACE MOTION
 HT1553
 HT1553  HISTORY     - Date     Condition        Report By
 HT1553  HISTORY     - UNK      MONUMENTED       CA-087
 HT1553  HISTORY     - 1972     GOOD             NGS
 HT1553  HISTORY     - 1978     GOOD             NGS
 HT1553  HISTORY     - 19900516 MARK NOT FOUND   NGS
 HT1553
 HT1553                          STATION DESCRIPTION
 HT1553
 HT1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1553'7.2 MI NW FROM DAVENPORT.
 HT1553'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 HT1553'AT DAVENPORT, THENCE 5.55 MILES NORTHWEST ALONG AN ASPHALT ROAD,
 HT1553'AT THE JUNCTION OF A DRIVEWAY NORTHWEST TO RANCHHOUSES, ABOUT 150
 HT1553'FEET NORTHEAST OF THE NORTHEAST ONE OF TWO HOUSES, 27 FEET
 HT1553'NORTHWEST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHEAST
 HT1553'OF THE CENTER LINE OF THE DRIVEWAY, 4 1/2 FEET NORTHEAST OF THE
 HT1553'CORNER OF A BOARD FENCE, 53 FEET NORTHWEST AND ACROSS THE ROAD
 HT1553'FROM POWER POLE 9 WITH TWO GUY WIRES, 1.9 FEET SOUTHEAST OF A
 HT1553'FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 HT1553'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HT1553'0.1 FOOT ABOVE THE GROUND.
 HT1553
 HT1553                          STATION RECOVERY (1978)
 HT1553
 HT1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1553'RECOVERED IN GOOD CONDITION.
 HT1553
 HT1553                          STATION RECOVERY (1990)
 HT1553
 HT1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1553'NOT RECOVERED.  THE WITNESS POST IS STILL INPLACE BUT THE MONUMENT IS
 HT1553'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0496 ***********************************************************************
 KS0496  DESIGNATION -  4850.84 BPR
 KS0496  PID         -  KS0496
 KS0496  STATE/COUNTY-  CA/PLUMAS
 KS0496  USGS QUAD   -  BLAIRSDEN (1994)
 KS0496
 KS0496                         *CURRENT SURVEY CONTROL
 KS0496  ___________________________________________________________________
 KS0496* NAD 83(1986)-  39 47 02.     (N)    120 33 06.     (W)     SCALED    
 KS0496* NAVD 88     -      1480.85   (+/-2cm)    4858.4    (feet)  VERTCON   
 KS0496  ___________________________________________________________________
 KS0496  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 KS0496  VERT ORDER  -  ? (See Below)
 KS0496
 KS0496.The horizontal coordinates were scaled from a topographic map and have
 KS0496.an estimated accuracy of +/- 6 seconds.
 KS0496
 KS0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0496.The vertical order pertains to the NGVD 29 superseded value.
 KS0496
 KS0496.The geoid height was determined by GEOID03.
 KS0496
 KS0496;                    North         East    Units  Estimated Accuracy
 KS0496;SPC CA 1     -   551,060.    2,124,070.      MT  (+/- 180 meters Scaled)
 KS0496
 KS0496                          SUPERSEDED SURVEY CONTROL
 KS0496
 KS0496  NGVD 29 (??/??/??) 1479.823  (m)         4855.05   (f) ADJUSTED    ?  
 KS0496
 KS0496.Superseded values are not recommended for survey control.
 KS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0496.See file dsdata.txt to determine how the superseded data were derived.
 KS0496
 KS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK096066(NAD 83)
 KS0496_MARKER: S = SPIKE
 KS0496_SETTING: 0 = UNSPECIFIED SETTING
 KS0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0496
 KS0496  HISTORY     - Date     Condition        Report By
 KS0496  HISTORY     - UNK      MONUMENTED       BPR
 KS0496  HISTORY     - 1934     GOOD             NGS
 KS0496
 KS0496                          STATION DESCRIPTION
 KS0496
 KS0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0496'5 MI W FROM PORTOLA.
 KS0496'5.0 MILES WEST ALONG STATE HIGHWAY 24 FROM PORTOLA, PLUMAS COUNTY,
 KS0496'30 FEET WEST OF A CONCRETE CULVERT, 40 FEET NORTH OF THE
 KS0496'CENTERLINE OF THE HIGHWAY, AND IN A 14-INCH PINE TREE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1801 ***********************************************************************
 GU1801  DESIGNATION -  487.405
 GU1801  PID         -  GU1801
 GU1801  STATE/COUNTY-  CA/KINGS
 GU1801  USGS QUAD   -  LA CIMA (1978)
 GU1801
 GU1801                         *CURRENT SURVEY CONTROL
 GU1801  ___________________________________________________________________
 GU1801* NAD 83(1986)-  36 04 27.     (N)    120 05 10.     (W)     SCALED    
 GU1801* NAVD 88     -       147.75   (+/-2cm)     484.7    (feet)  VERTCON   
 GU1801  ___________________________________________________________________
 GU1801  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 GU1801  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1801
 GU1801.The horizontal coordinates were scaled from a topographic map and have
 GU1801.an estimated accuracy of +/- 6 seconds.
 GU1801
 GU1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1801.The vertical order pertains to the NGVD 29 superseded value.
 GU1801
 GU1801.The geoid height was determined by GEOID03.
 GU1801
 GU1801;                    North         East    Units  Estimated Accuracy
 GU1801;SPC CA 4     -   582,760.    1,902,170.      MT  (+/- 180 meters Scaled)
 GU1801
 GU1801                          SUPERSEDED SURVEY CONTROL
 GU1801
 GU1801  NGVD 29 (??/??/92)  146.835  (m)          481.74   (f) ADJ UNCH    1 2
 GU1801
 GU1801.Superseded values are not recommended for survey control.
 GU1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1801.See file dsdata.txt to determine how the superseded data were derived.
 GU1801
 GU1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE624961(NAD 83)
 GU1801_MARKER: Z = SEE DESCRIPTION
 GU1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU1801_STAMPING: B M EL 487.405 NW
 GU1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU1801+STABILITY: SURFACE MOTION
 GU1801
 GU1801  HISTORY     - Date     Condition        Report By
 GU1801  HISTORY     - UNK      MONUMENTED       PG+E
 GU1801  HISTORY     - 1955     GOOD             NGS
 GU1801  HISTORY     - 1972     GOOD             NGS
 GU1801  HISTORY     - 19890217 MARK NOT FOUND   NGS
 GU1801
 GU1801                          STATION DESCRIPTION
 GU1801
 GU1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU1801'9.6 MI S FROM HURON.
 GU1801'8.7 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT
 GU1801'HURON, THENCE 0.9 MILE EAST ALONG PLYMOUTH AVENUE, 114.4 FEET
 GU1801'NORTHWEST OF THE NORTHWEST CORNER FENCE POST OF A FENCE AROUND
 GU1801'THE PACIFIC GAS AND ELECTRIC COMPANY LIVING QUARTERS, 42 1/2
 GU1801'FEET NORTHWEST OF AN 8-INCH WHITE CEDAR TREE, 29 1/2 FEET SOUTH
 GU1801'OF THE CENTER LINE OF THE AVENUE, ABOUT 30 FEET WEST OF THE
 GU1801'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 23 FEET NORTH OF
 GU1801'TELEPHONE POLE 51/0 WITH TWO GUY WIRES, ABOUT 2 FEET HIGHER THAN
 GU1801'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GU1801'0.9 FOOT ABOVE THE GROUND.  NOTE-- THE BENCH MARK IS A 1 1/2-INCH
 GU1801'IRON PLUG.  THE STAMPING IS ON A 4- BY 6-INCH IRON PLATE CEMENTED
 GU1801'IN THE CONCRETE POST.  THE BLOCK IS CHIPPED ON THE WEST SIDE
 GU1801'AS IF SOMETHING HAS HIT IT.
 GU1801
 GU1801                          STATION RECOVERY (1972)
 GU1801
 GU1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU1801'RECOVERED IN GOOD CONDITION.
 GU1801
 GU1801                          STATION RECOVERY (1989)
 GU1801
 GU1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU1801'NOT RECOVERED, A CONCRETE POST WAS FOUND ON TOP OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI7588 ***********************************************************************
 AI7588  DESIGNATION -  4876
 AI7588  PID         -  AI7588
 AI7588  STATE/COUNTY-  CA/SAN JOAQUIN
 AI7588  USGS QUAD   -  TRACY (1981)
 AI7588
 AI7588                         *CURRENT SURVEY CONTROL
 AI7588  ___________________________________________________________________
 AI7588* NAD 83(1986)-  37 42 23.     (N)    121 26 05.     (W)     SCALED    
 AI7588* NAVD 88     -        36.980  (meters)     121.33   (feet)  ADJUSTED  
 AI7588  ___________________________________________________________________
 AI7588  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AI7588  DYNAMIC HT  -          36.953 (meters)     121.24  (feet)  COMP
 AI7588  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 AI7588
 AI7588  VERT ORDER  -  FIRST     CLASS II
 AI7588
 AI7588.The horizontal coordinates were scaled from a topographic map and have
 AI7588.an estimated accuracy of +/- 6 seconds.
 AI7588
 AI7588.The orthometric height was determined by differential leveling
 AI7588.and adjusted in July 2002.
 AI7588.No vertical observational check was made to the station.
 AI7588
 AI7588.The geoid height was determined by GEOID03.
 AI7588
 AI7588.The dynamic height is computed by dividing the NAVD 88
 AI7588.geopotential number by the normal gravity value computed on the
 AI7588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7588.degrees latitude (g = 980.6199 gals.).
 AI7588
 AI7588.The modeled gravity was interpolated from observed gravity values.
 AI7588
 AI7588;                    North         East    Units  Estimated Accuracy
 AI7588;SPC CA 3     -   634,300.    1,917,580.      MT  (+/- 180 meters Scaled)
 AI7588
 AI7588                          SUPERSEDED SURVEY CONTROL
 AI7588
 AI7588.No superseded survey control is available for this station.
 AI7588
 AI7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG379743(NAD 83)
 AI7588_MARKER: DD = SURVEY DISK
 AI7588_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AI7588_STAMPING: LS 4876 RCE 32260
 AI7588_MARK LOGO: NONE  
 AI7588_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI7588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7588+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2000
 AI7588
 AI7588  HISTORY     - Date     Condition        Report By
 AI7588  HISTORY     - UNK      MONUMENTED       RBNF
 AI7588  HISTORY     - 20000623 GOOD             NGS
 AI7588
 AI7588                          STATION DESCRIPTION
 AI7588
 AI7588'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI7588'0.2 KM (0.10 MI) NORTHERLY ALONG B STREET FROM THE POST OFFICE IN
 AI7588'TRACY, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG WEST ELEVENTH STREET,
 AI7588'THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG TRACY BOULEVARD, 6.7 M (22.0
 AI7588'FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD,
 AI7588'4.5 M (14.8 FT) NORTH OF THE EXTENDED CENTERLINE OF THE EASTBOUND
 AI7588'LANES OF ROCKPORT DRIVE, 1.8 M (5.9 FT) WEST OF THE CENTER OF THE
 AI7588'NORTHBOUND LANE OF THE BOULEVARD, 1.3 M (4.3 FT) NORTH OF THE EXTENDED
 AI7588'CENTER OF GANDY DANCER DRIVE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AI7588'THE BOULEVARD.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A 12-INCH
 AI7588'METAL ACCESS COVER CAST MONUMENT.  THE MONUMENT IS ON THE BOULEVARD
 AI7588'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0108 ***********************************************************************
 LT0108  DESIGNATION -  4878.16 CAHD
 LT0108  PID         -  LT0108
 LT0108  STATE/COUNTY-  CA/LASSEN
 LT0108  USGS QUAD   -  FREDONYER PASS (1995)
 LT0108
 LT0108                         *CURRENT SURVEY CONTROL
 LT0108  ___________________________________________________________________
 LT0108* NAD 83(1986)-  40 22 24.     (N)    120 49 17.     (W)     SCALED    
 LT0108* NAVD 88     -      1486.65   (+/-2cm)    4877.5    (feet)  VERTCON   
 LT0108  ___________________________________________________________________
 LT0108  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 LT0108  VERT ORDER  -  ? (See Below)
 LT0108
 LT0108.The horizontal coordinates were scaled from a topographic map and have
 LT0108.an estimated accuracy of +/- 6 seconds.
 LT0108
 LT0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0108.The vertical order pertains to the NGVD 29 superseded value.
 LT0108
 LT0108.The geoid height was determined by GEOID03.
 LT0108
 LT0108;                    North         East    Units  Estimated Accuracy
 LT0108;SPC CA 1     -   616,150.    2,100,090.      MT  (+/- 180 meters Scaled)
 LT0108
 LT0108                          SUPERSEDED SURVEY CONTROL
 LT0108
 LT0108  NGVD 29 (??/??/??) 1485.585  (m)         4873.96   (f) ADJUSTED    ?  
 LT0108
 LT0108.Superseded values are not recommended for survey control.
 LT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0108.See file dsdata.txt to determine how the superseded data were derived.
 LT0108
 LT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK849714(NAD 83)
 LT0108_MARKER: N = NAIL
 LT0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0108_SP_SET: PINE TREE
 LT0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0108
 LT0108  HISTORY     - Date     Condition        Report By
 LT0108  HISTORY     - UNK      MONUMENTED       CADH
 LT0108  HISTORY     - 1934     GOOD             NGS
 LT0108  HISTORY     - 1974     MARK NOT FOUND   USGS
 LT0108
 LT0108                          STATION DESCRIPTION
 LT0108
 LT0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0108'9.7 MI SW FROM SUSANVILLE.
 LT0108'9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM SUSANVILLE, LASSEN
 LT0108'COUNTY, AT THE FOOT OF A LONG GRADE, 40 FEET NORTH OF THE
 LT0108'CENTERLINE OF THE HIGHWAY, AND IN A 3-FOOT PINE TREE.  A NAIL.
 LT0108'THIS SBM IS SAID TO BE A NAIL IN A PINE TREE.  IN THE AREA IT WAS
 LT0108'NOTICED THAT A NEW HIGHWAY HAS BEEN CONSTRUCTED AND THAT THE OLD
 LT0108'HIGHWAY IS NOW ABANDONED.  ALSO, QUITE A FEW TREES HAVE BEEN
 LT0108'CLEARED OR CUT DOWN IN THE SAME VICINITY.
 LT0108
 LT0108                          STATION RECOVERY (1974)
 LT0108
 LT0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LT0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0012 ***********************************************************************
 GS0012  DESIGNATION -  4880
 GS0012  PID         -  GS0012
 GS0012  STATE/COUNTY-  CA/INYO
 GS0012  USGS QUAD   -  TALC CITY HILLS (1987)
 GS0012
 GS0012                         *CURRENT SURVEY CONTROL
 GS0012  ___________________________________________________________________
 GS0012* NAD 83(1986)-  36 19 54.     (N)    117 42 50.     (W)     SCALED    
 GS0012* NAVD 88     -      1488.00   (+/-2cm)    4881.9    (feet)  VERTCON   
 GS0012  ___________________________________________________________________
 GS0012  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GS0012  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0012
 GS0012.The horizontal coordinates were scaled from a topographic map and have
 GS0012.an estimated accuracy of +/- 6 seconds.
 GS0012
 GS0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0012.The vertical order pertains to the NGVD 29 superseded value.
 GS0012
 GS0012.The geoid height was determined by GEOID03.
 GS0012
 GS0012;                    North         East    Units  Estimated Accuracy
 GS0012;SPC CA 4     -   611,550.    2,115,460.      MT  (+/- 180 meters Scaled)
 GS0012
 GS0012                          SUPERSEDED SURVEY CONTROL
 GS0012
 GS0012  NGVD 29 (??/??/??) 1486.954  (m)         4878.45   (f) ADJUSTED    1 2
 GS0012
 GS0012.Superseded values are not recommended for survey control.
 GS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0012.See file dsdata.txt to determine how the superseded data were derived.
 GS0012
 GS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA359209(NAD 83)
 GS0012_MARKER: DD = SURVEY DISK
 GS0012_SETTING: 80 = SET IN A BOULDER
 GS0012_STAMPING: 4880 B 4 1905
 GS0012_MARK LOGO: USGS  
 GS0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0012
 GS0012  HISTORY     - Date     Condition        Report By
 GS0012  HISTORY     - 1905     MONUMENTED       USGS
 GS0012  HISTORY     - 1950     GOOD             USGS
 GS0012  HISTORY     - 1984     POOR             NGS
 GS0012
 GS0012                          STATION DESCRIPTION
 GS0012
 GS0012'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 GS0012'8.4 MI NW FROM DARWIN.
 GS0012'6.0 MILES NORTHWEST ALONG THE OLANCHA ROAD FROM DARWIN, TO
 GS0012'THE JUNCTION OF STATE HIGHWAY 190, THENCE 2.4 MILES NORTHWEST
 GS0012'ALONG THE HIGHWAY, AT THE JUNCTION OF A ROAD LEADING TO SALINE
 GS0012'VALLEY, ABOUT 435 FEET NORTH OF STATE HIGHWAY 190, 37 FEET EAST
 GS0012'OF THE SALINE VALLEY ROAD, AND IN THE TOP OF A LARGE BLACK LAVA
 GS0012'ROCK.
 GS0012
 GS0012                          STATION RECOVERY (1984)
 GS0012
 GS0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GS0012'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  DISK
 GS0012'IS BROKEN ACROSS THE CENTER AND IS IN A 1.5 FOOT BOULDER RESTING ABOVE
 GS0012'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0494 ***********************************************************************
 KS0494  DESIGNATION -  4892.28 BPR
 KS0494  PID         -  KS0494
 KS0494  STATE/COUNTY-  CA/PLUMAS
 KS0494  USGS QUAD   -  BLAIRSDEN (1994)
 KS0494
 KS0494                         *CURRENT SURVEY CONTROL
 KS0494  ___________________________________________________________________
 KS0494* NAD 83(1986)-  39 47 27.     (N)    120 32 08.     (W)     SCALED    
 KS0494* NAVD 88     -      1493.46   (+/-2cm)    4899.8    (feet)  VERTCON   
 KS0494  ___________________________________________________________________
 KS0494  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 KS0494  VERT ORDER  -  ? (See Below)
 KS0494
 KS0494.The horizontal coordinates were scaled from a topographic map and have
 KS0494.an estimated accuracy of +/- 6 seconds.
 KS0494
 KS0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0494.The vertical order pertains to the NGVD 29 superseded value.
 KS0494
 KS0494.The geoid height was determined by GEOID03.
 KS0494
 KS0494;                    North         East    Units  Estimated Accuracy
 KS0494;SPC CA 1     -   551,850.    2,125,440.      MT  (+/- 180 meters Scaled)
 KS0494
 KS0494                          SUPERSEDED SURVEY CONTROL
 KS0494
 KS0494  NGVD 29 (??/??/??) 1492.429  (m)         4896.41   (f) ADJUSTED    ?  
 KS0494
 KS0494.Superseded values are not recommended for survey control.
 KS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0494.See file dsdata.txt to determine how the superseded data were derived.
 KS0494
 KS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK110074(NAD 83)
 KS0494_MARKER: S = SPIKE
 KS0494_SETTING: 0 = UNSPECIFIED SETTING
 KS0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0494
 KS0494  HISTORY     - Date     Condition        Report By
 KS0494  HISTORY     - UNK      MONUMENTED       BPR
 KS0494  HISTORY     - 1934     GOOD             NGS
 KS0494
 KS0494                          STATION DESCRIPTION
 KS0494
 KS0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KS0494'4 MI W FROM PORTOLA.
 KS0494'4.0 MILES WEST ALONG STATE HIGHWAY 24 FROM PORTOLA, PLUMAS
 KS0494'COUNTY, AT THE JUNCTION OF AN OLD ROAD, AND IN A 16-INCH PINE
 KS0494'TREE.  A RAIL-ROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0185 ***********************************************************************
 MW0185  DESIGNATION -  4893.4 USFS
 MW0185  PID         -  MW0185
 MW0185  STATE/COUNTY-  CA/LASSEN
 MW0185  USGS QUAD   -  LANE RESERVOIR (1993)
 MW0185
 MW0185                         *CURRENT SURVEY CONTROL
 MW0185  ___________________________________________________________________
 MW0185* NAD 83(1986)-  41 01 09.     (N)    120 51 11.     (W)     SCALED    
 MW0185* NAVD 88     -      1492.673  (meters)    4897.21   (feet)  ADJUSTED  
 MW0185  ___________________________________________________________________
 MW0185  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 MW0185  DYNAMIC HT  -        1491.528 (meters)    4893.45  (feet)  COMP
 MW0185  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 MW0185
 MW0185  VERT ORDER  -  SECOND    CLASS 0
 MW0185
 MW0185.The horizontal coordinates were scaled from a topographic map and have
 MW0185.an estimated accuracy of +/- 6 seconds.
 MW0185
 MW0185.The orthometric height was determined by differential leveling
 MW0185.and adjusted in June 1991.
 MW0185
 MW0185.The geoid height was determined by GEOID03.
 MW0185
 MW0185.The dynamic height is computed by dividing the NAVD 88
 MW0185.geopotential number by the normal gravity value computed on the
 MW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0185.degrees latitude (g = 980.6199 gals.).
 MW0185
 MW0185.The modeled gravity was interpolated from observed gravity values.
 MW0185
 MW0185;                    North         East    Units  Estimated Accuracy
 MW0185;SPC CA 1     -   687,820.    2,096,460.      MT  (+/- 180 meters Scaled)
 MW0185
 MW0185                          SUPERSEDED SURVEY CONTROL
 MW0185
 MW0185  NGVD 29 (??/??/??) 1491.594  (m)         4893.67   (f) ADJUSTED    2 0
 MW0185
 MW0185.Superseded values are not recommended for survey control.
 MW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0185.See file dsdata.txt to determine how the superseded data were derived.
 MW0185
 MW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL805431(NAD 83)
 MW0185_MARKER: DD = SURVEY DISK
 MW0185_SETTING: 66 = SET IN ROCK OUTCROP
 MW0185_SP_SET: ROCK OUTCROP
 MW0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0185+STABILITY: POSITION/ELEVATION WELL
 MW0185
 MW0185  HISTORY     - Date     Condition        Report By
 MW0185  HISTORY     - UNK      MONUMENTED       USFS
 MW0185  HISTORY     - 1940     GOOD             NGS
 MW0185  HISTORY     - 19870113 GOOD             USGS
 MW0185
 MW0185                          STATION DESCRIPTION
 MW0185
 MW0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MW0185'20.8 MI SE FROM BIEBER.
 MW0185'20.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO SUSANVILLE FROM
 MW0185'THE POST OFFICE AT BIEBER, LASSEN COUNTY, ABOUT 200 FEET WEST OF
 MW0185'THE JUNCTION OF THE ROAD LEADING TO HAYDEN HILL, 135 FEET
 MW0185'SOUTHWEST OF THE CENTERLINE OF THE ROAD LEADING TO SUSANVILLE, 135
 MW0185'FEET SOUTHEAST OF AN OLD MILL, 90 FEET SOUTHWEST OF THE CENTERLINE
 MW0185'OF WILLOW CREEK, IN THE TOP OF A ROCK OUTCROP PAINTED USFS 4893.4,
 MW0185'ABOUT 3 FEET ABOVE THE GROUND, AND NEAR A WHITE WOODEN WITNESS
 MW0185'POST.  THE TOP OF AN IRON ROD.
 MW0185
 MW0185                          STATION RECOVERY (1987)
 MW0185
 MW0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DBK)
 MW0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0371 ***********************************************************************
 GS0371  DESIGNATION -  4899
 GS0371  PID         -  GS0371
 GS0371  STATE/COUNTY-  CA/INYO
 GS0371  USGS QUAD   -  EMIGRANT CANYON (1986)
 GS0371
 GS0371                         *CURRENT SURVEY CONTROL
 GS0371  ___________________________________________________________________
 GS0371* NAD 83(1986)-  36 22 36.     (N)    117 08 27.     (W)     SCALED    
 GS0371* NAVD 88     -      1493.409  (meters)    4899.63   (feet)  ADJUSTED  
 GS0371  ___________________________________________________________________
 GS0371  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 GS0371  DYNAMIC HT  -        1491.691 (meters)    4893.99  (feet)  COMP
 GS0371  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 GS0371
 GS0371  VERT ORDER  -  FIRST     CLASS II
 GS0371
 GS0371.The horizontal coordinates were scaled from a topographic map and have
 GS0371.an estimated accuracy of +/- 6 seconds.
 GS0371
 GS0371.The orthometric height was determined by differential leveling
 GS0371.and adjusted in June 1991.
 GS0371
 GS0371.The geoid height was determined by GEOID03.
 GS0371
 GS0371.The dynamic height is computed by dividing the NAVD 88
 GS0371.geopotential number by the normal gravity value computed on the
 GS0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0371.degrees latitude (g = 980.6199 gals.).
 GS0371
 GS0371.The modeled gravity was interpolated from observed gravity values.
 GS0371
 GS0371;                    North         East    Units  Estimated Accuracy
 GS0371;SPC CA 4     -   617,380.    2,166,810.      MT  (+/- 180 meters Scaled)
 GS0371
 GS0371                          SUPERSEDED SURVEY CONTROL
 GS0371
 GS0371  NGVD 29 (??/??/??) 1492.413  (m)         4896.36   (f) ADJUSTED    1 2
 GS0371
 GS0371.Superseded values are not recommended for survey control.
 GS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0371.See file dsdata.txt to determine how the superseded data were derived.
 GS0371
 GS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA873257(NAD 83)
 GS0371_MARKER: P = PIPE CAP
 GS0371_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0371_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0371_STAMPING: 4899 B 160 1907
 GS0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0371
 GS0371  HISTORY     - Date     Condition        Report By
 GS0371  HISTORY     - 1907     MONUMENTED       USGS
 GS0371  HISTORY     - 1933     GOOD             NGS
 GS0371
 GS0371                          STATION DESCRIPTION
 GS0371
 GS0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0371'19.3 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0371'19.3 MILES SOUTHWEST ALONG A COUNTY ROAD FROM STOVEPIPE WELLS
 GS0371'HOTEL, INYO COUNTY, IN A SMALL ANGLE FORMED BY A ROAD JUNCTION,
 GS0371'60 FEET SOUTH OF THE CENTER OF THE JUNCTION, 16 FEET EAST OF THE
 GS0371'CENTERLINE OF THE COUNTY ROAD, AND 15 FEET WEST OF THE CENTERLINE
 GS0371'OF THE SIDE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GS0371'CAP, STAMPED 4899 B 160 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GS0371'IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1135 ***********************************************************************
 EW1135  DESIGNATION -  49 1 A
 EW1135  PID         -  EW1135
 EW1135  STATE/COUNTY-  CA/LOS ANGELES
 EW1135  USGS QUAD   -  LOS ANGELES (1994)
 EW1135
 EW1135                         *CURRENT SURVEY CONTROL
 EW1135  ___________________________________________________________________
 EW1135* NAD 83(1986)-  34 04 33.     (N)    118 13 28.     (W)     SCALED    
 EW1135* NAVD 88     -       102.217  (meters)     335.36   (feet)  READJUSTED
 EW1135  ___________________________________________________________________
 EW1135  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 EW1135  DYNAMIC HT  -         102.110 (meters)     335.01  (feet)  COMP
 EW1135  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 EW1135
 EW1135  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW1135
 EW1135.The horizontal coordinates were scaled from a topographic map and have
 EW1135.an estimated accuracy of +/- 6 seconds.
 EW1135
 EW1135.The orthometric height was determined by differential leveling
 EW1135.and adjusted in February 1993.
 EW1135.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW1135.mark was located on a no-check spur therefore a value was not computed.
 EW1135.The height was derived from older observations constrained to new
 EW1135.heights in a crustal motion area.  The height is approximate in
 EW1135.relation to other heights in its vicinity.
 EW1135.No vertical observational check was made to the station.
 EW1135
 EW1135.The geoid height was determined by GEOID03.
 EW1135
 EW1135.The dynamic height is computed by dividing the NAVD 88
 EW1135.geopotential number by the normal gravity value computed on the
 EW1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1135.degrees latitude (g = 980.6199 gals.).
 EW1135
 EW1135.The modeled gravity was interpolated from observed gravity values.
 EW1135
 EW1135;                    North         East    Units  Estimated Accuracy
 EW1135;SPC CA 5     -   563,900.    1,979,280.      MT  (+/- 180 meters Scaled)
 EW1135
 EW1135                          SUPERSEDED SURVEY CONTROL
 EW1135
 EW1135.No superseded survey control is available for this station.
 EW1135
 EW1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT870712(NAD 83)
 EW1135_MARKER: DD = SURVEY DISK
 EW1135_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW1135_SP_SET: ABUTMENT
 EW1135_STAMPING: 49-1A 1946
 EW1135_MARK LOGO: CA-037
 EW1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1135+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1989
 EW1135
 EW1135  HISTORY     - Date     Condition        Report By
 EW1135  HISTORY     - 1946     MONUMENTED       CA-037
 EW1135  HISTORY     - 1968     GOOD             CA1980
 EW1135  HISTORY     - 1971     GOOD             CA1980
 EW1135  HISTORY     - 1976     GOOD             NGS
 EW1135  HISTORY     - 1978     GOOD             NGS
 EW1135  HISTORY     - 19890526 GOOD             NGS
 EW1135
 EW1135                          STATION DESCRIPTION
 EW1135
 EW1135'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1135'AT LOS ANGELES.
 EW1135'BRASS DISC IN THE TOP OF THE NORTH ABUTMENT OF THE SOUTHERN
 EW1135'PACIFIC RAILROAD BRIDGE OVER THE LOS ANGELES RIVER, ABOUT
 EW1135'0.2 OF A MILE NORTHERLY FROM THE NORTH BROADWAY BRIDGE, 8.5
 EW1135'FEET WEST OF THE CENTER LINE OF SOUTHERN PACIFIC TRACK AND
 EW1135'ABOUT 2.5 FEET LOWER THAN THE TOP OF THE RAILS--  2 FEET SOUTH
 EW1135'OF NORTH END OF THE WESTERLY STEEL RAILING OF THE BRIDGE.
 EW1135
 EW1135                          STATION RECOVERY (1971)
 EW1135
 EW1135'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1135'RECOVERED IN GOOD CONDITION.
 EW1135
 EW1135                          STATION RECOVERY (1976)
 EW1135
 EW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1135'0.1 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1135'OVERPASS, THENCE 0.15 MILE NORTHEAST ALONG THE ATCHISON TOPEKA AND
 EW1135'SANTA FE RAILROAD, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 EW1135'CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER THE LOS ANGELES RIVER, 7.9
 EW1135'FT NORTHWEST OF THE NORTHWEST RAIL, A FT NORTHEAST OF THE NORTHEAST
 EW1135'END OF THE STEEL RAILING, 0.15 MILE NORTHEAST OF BM 2322
 EW1135
 EW1135                          STATION RECOVERY (1978)
 EW1135
 EW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1135'0.1 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1135'OVERPASS, THENCE 0.15 MILE NORTHEAST ALONG THE ATCHISON TOPEKA AND
 EW1135'SANTA FE RAILROAD, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 EW1135'CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER THE LOS ANGELES RIVER, 7.9
 EW1135'FT. NORTHWEST OF THE NORTHWEST RAIL, A FT. NORTHEAST OF THE NORTHEAST
 EW1135'END OF THE STEEL RAILING, 0.15 MILE NORTHEAST OF BM 2322.
 EW1135
 EW1135                          STATION RECOVERY (1989)
 EW1135
 EW1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5412 ***********************************************************************
 EW5412  DESIGNATION -  49 1 V CO
 EW5412  PID         -  EW5412
 EW5412  STATE/COUNTY-  CA/VENTURA
 EW5412  USGS QUAD   -  MATILIJA (1988)
 EW5412
 EW5412                         *CURRENT SURVEY CONTROL
 EW5412  ___________________________________________________________________
 EW5412* NAD 83(1986)-  34 23 09.     (N)    119 18 05.     (W)     SCALED    
 EW5412* NAVD 88     -       129.837  (meters)     425.97   (feet)  READJUSTED
 EW5412  ___________________________________________________________________
 EW5412  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW5412  DYNAMIC HT  -         129.700 (meters)     425.52  (feet)  COMP
 EW5412  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 EW5412
 EW5412  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5412
 EW5412.The horizontal coordinates were scaled from a topographic map and have
 EW5412.an estimated accuracy of +/- 6 seconds.
 EW5412
 EW5412.The orthometric height was determined by differential leveling
 EW5412.and adjusted in February 1993.
 EW5412.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5412.mark was located on a no-check spur therefore a value was not computed.
 EW5412.The height was derived from older observations constrained to new
 EW5412.heights in a crustal motion area.  The height is approximate in
 EW5412.relation to other heights in its vicinity.
 EW5412.No vertical observational check was made to the station.
 EW5412
 EW5412.The geoid height was determined by GEOID03.
 EW5412
 EW5412.The dynamic height is computed by dividing the NAVD 88
 EW5412.geopotential number by the normal gravity value computed on the
 EW5412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5412.degrees latitude (g = 980.6199 gals.).
 EW5412
 EW5412.The modeled gravity was interpolated from observed gravity values.
 EW5412
 EW5412;                    North         East    Units  Estimated Accuracy
 EW5412;SPC CA 5     -   599,040.    1,880,330.      MT  (+/- 180 meters Scaled)
 EW5412
 EW5412                          SUPERSEDED SURVEY CONTROL
 EW5412
 EW5412  NGVD 29 (??/??/92)  129.075  (m)          423.47   (f) ADJ UNCH    1 1
 EW5412
 EW5412.Superseded values are not recommended for survey control.
 EW5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5412.See file dsdata.txt to determine how the superseded data were derived.
 EW5412
 EW5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU884073(NAD 83)
 EW5412
 EW5412  HISTORY     - Date     Condition        Report By
 EW5412  HISTORY     - UNK      MONUMENTED
 EW5412  HISTORY     - 1977     GOOD             NGS
 EW5412
 EW5412                          STATION DESCRIPTION
 EW5412
 EW5412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5412'6.25 MI SW FROM OJAI.
 EW5412'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5412'OJAI, THENCE 5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 33, 0.15 MILE
 EW5412'SOUTH OF THE NORTH ONE OF TWO JUNCTIONS OF CREEK ROAD AT THE SOUTH
 EW5412'JUNCTION OF CREEK ROAD, 120.0 FT. SOUTHEAST OF AND ACROSS THE
 EW5412'HIGHWAY FROM BM 83 FMK, 80.5 FT. NORTHEAST OF THE CENTER LINE OF THE
 EW5412'HIGHWAY 52.0 FT. WEST OF A ROAD CURVE SIGN, 12.3 FT. NORTHWEST OF A
 EW5412'METAL GUARD RAIL, THE CAP IS 14 INCHES BELOW THE ROAD ENCLOSED IN A
 EW5412'METAL 8-INCH PIPE, ACCESS TO WHICH IS HAD THROUGH A REMOVABLE 9-INCH
 EW5412'STEEL PLATE FLUSH WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9460 ***********************************************************************
 AB9460  DESIGNATION -  49 73
 AB9460  PID         -  AB9460
 AB9460  STATE/COUNTY-  CA/LOS ANGELES
 AB9460  USGS QUAD   -  TORRANCE (1981)
 AB9460
 AB9460                         *CURRENT SURVEY CONTROL
 AB9460  ___________________________________________________________________
 AB9460* NAD 83(1986)-  33 46 31.     (N)    118 19 09.     (W)     SCALED    
 AB9460* NAVD 88     -        92.588  (meters)     303.77   (feet)  ADJUSTED  
 AB9460  ___________________________________________________________________
 AB9460  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AB9460  DYNAMIC HT  -          92.493 (meters)     303.45  (feet)  COMP
 AB9460  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 AB9460
 AB9460  VERT ORDER  -  THIRD
 AB9460
 AB9460.The horizontal coordinates were scaled from a topographic map and have
 AB9460.an estimated accuracy of +/- 6 seconds.
 AB9460
 AB9460.The orthometric height was determined by differential leveling
 AB9460.and adjusted in February 1997.
 AB9460
 AB9460.The geoid height was determined by GEOID03.
 AB9460
 AB9460.The dynamic height is computed by dividing the NAVD 88
 AB9460.geopotential number by the normal gravity value computed on the
 AB9460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9460.degrees latitude (g = 980.6199 gals.).
 AB9460
 AB9460.The modeled gravity was interpolated from observed gravity values.
 AB9460
 AB9460;                    North         East    Units  Estimated Accuracy
 AB9460;SPC CA 5     -   530,580.    1,970,440.      MT  (+/- 180 meters Scaled)
 AB9460
 AB9460                          SUPERSEDED SURVEY CONTROL
 AB9460
 AB9460.No superseded survey control is available for this station.
 AB9460
 AB9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT778380(NAD 83)
 AB9460_MARKER: DD = SURVEY DISK
 AB9460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB9460_SP_SET: CATCH BASIN
 AB9460_STAMPING: BM 49-73 1964
 AB9460_MARK LOGO: CA-037
 AB9460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9460+STABILITY: SURFACE MOTION
 AB9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9460+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1994
 AB9460
 AB9460  HISTORY     - Date     Condition        Report By
 AB9460  HISTORY     - 1964     MONUMENTED       CA-037
 AB9460  HISTORY     - 19941116 GOOD             MWDSC
 AB9460
 AB9460                          STATION DESCRIPTION
 AB9460
 AB9460'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB9460'PALOS VERDES, ON PALOS VERDES DRIVE NORTH 1.5 MILES (2.4 KM)
 AB9460'SOUTHWESTERLY OF ROLLING VISTA DR, 50 FEET (15.2 M) SOUTHEASTERLY OF
 AB9460'PALOS VERDES DR NORTH, 7 FEET (2.1 M) NORTHEASTERLY OF THE NORTHERLY
 AB9460'CURB RETURN OF THE DRIVEWAY TO ROLLING HILLS COVENANT CHURCH, A 2-1/2
 AB9460'INCH BRASS DISK STAMPED BM 49-73 1964 SET FLUSH IN THE WESTERLY END OF
 AB9460'A 4 FOOT (1.2 M) BY 8 FOOT (2.4 M) CONCRETE CATCH BASIN.  REF MWD FB
 AB9460'2519 02 029, TB 793 H7.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9047 ***********************************************************************
 DY9047  DESIGNATION -  49 9 LA CO
 DY9047  PID         -  DY9047
 DY9047  STATE/COUNTY-  CA/LOS ANGELES
 DY9047  USGS QUAD   -  REDONDO BEACH (1981)
 DY9047
 DY9047                         *CURRENT SURVEY CONTROL
 DY9047  ___________________________________________________________________
 DY9047* NAD 83(1986)-  33 48 03.     (N)    118 23 15.     (W)     SCALED    
 DY9047* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 DY9047  ___________________________________________________________________
 DY9047  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DY9047  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9047
 DY9047.The horizontal coordinates were scaled from a topographic map and have
 DY9047.an estimated accuracy of +/- 6 seconds.
 DY9047
 DY9047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9047.The vertical order pertains to the NGVD 29 superseded value.
 DY9047
 DY9047.The geoid height was determined by GEOID03.
 DY9047
 DY9047;                    North         East    Units  Estimated Accuracy
 DY9047;SPC CA 5     -   533,440.    1,964,120.      MT  (+/- 180 meters Scaled)
 DY9047
 DY9047                          SUPERSEDED SURVEY CONTROL
 DY9047
 DY9047  NGVD 29 (??/??/92)   57.88   (m)          189.9    (f) COMPUTED    1 1
 DY9047
 DY9047.Superseded values are not recommended for survey control.
 DY9047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9047.See file dsdata.txt to determine how the superseded data were derived.
 DY9047
 DY9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT715409(NAD 83)
 DY9047_MARKER: S = SPIKE
 DY9047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9047_SP_SET: CURB
 DY9047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9047
 DY9047  HISTORY     - Date     Condition        Report By
 DY9047  HISTORY     - UNK      MONUMENTED       CGS
 DY9047  HISTORY     - 1973     GOOD             CA-037
 DY9047
 DY9047                          STATION DESCRIPTION
 DY9047
 DY9047'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9047'0.4 MI NE FROM PALOS VERDES ESTATES.
 DY9047'AT THE TRIANGULAR INTERSECTION OF PALOS VERDES BOULEVARD, PALOS VERDES
 DY9047'DRIVE NORTH AND PALOS VERDES DRIVE WEST, IN THE WEST CURB NEAR THE
 DY9047'WESTERLY PROJECTION OF THE CENTERLINE OF PALOS VERDES DRIVE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1908 ***********************************************************************
 DY1908  DESIGNATION -  49 C OF LA
 DY1908  PID         -  DY1908
 DY1908  STATE/COUNTY-  CA/LOS ANGELES
 DY1908  USGS QUAD   -  TORRANCE (1981)
 DY1908
 DY1908                         *CURRENT SURVEY CONTROL
 DY1908  ___________________________________________________________________
 DY1908* NAD 83(1986)-  33 49 52.     (N)    118 17 57.     (W)     SCALED    
 DY1908* NAVD 88     -        14.91   (+/-2cm)      48.9    (feet)  VERTCON   
 DY1908  ___________________________________________________________________
 DY1908  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1908  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1908
 DY1908.The horizontal coordinates were scaled from a topographic map and have
 DY1908.an estimated accuracy of +/- 6 seconds.
 DY1908
 DY1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1908.The vertical order pertains to the NGVD 29 superseded value.
 DY1908
 DY1908.The geoid height was determined by GEOID03.
 DY1908
 DY1908;                    North         East    Units  Estimated Accuracy
 DY1908;SPC CA 5     -   536,770.    1,972,310.      MT  (+/- 180 meters Scaled)
 DY1908
 DY1908                          SUPERSEDED SURVEY CONTROL
 DY1908
 DY1908  NGVD 29 (??/??/92)   14.162  (m)           46.46   (f) ADJ UNCH    1 2
 DY1908
 DY1908.Superseded values are not recommended for survey control.
 DY1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1908.See file dsdata.txt to determine how the superseded data were derived.
 DY1908
 DY1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797441(NAD 83)
 DY1908_MARKER: DD = SURVEY DISK
 DY1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1908_STAMPING: BM 49
 DY1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1908+STABILITY: SURFACE MOTION
 DY1908
 DY1908  HISTORY     - Date     Condition        Report By
 DY1908  HISTORY     - UNK      MONUMENTED       CA-037
 DY1908  HISTORY     - 1946     GOOD             NGS
 DY1908  HISTORY     - 1961     GOOD             CA-037
 DY1908
 DY1908                          STATION DESCRIPTION
 DY1908
 DY1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1908'1.1 MI E FROM TORRANCE.
 DY1908'1.1 MILES EAST ALONG CARSON STREET FROM THE CROSSING OF ARLINGTON
 DY1908'AVENUE AT TORRANCE, AT SOUTHWEST CORNER OF INTERSECTION OF CARSON
 DY1908'STREET AND NORMANDIE AVENUE, 102.0 FEET SOUTH OF SOUTH CURBLINE
 DY1908'OF CARSON STREET, 2.1 FEET WEST OF THE WEST CURB OF NORMANDIE
 DY1908'AVENUE, 17.5 FEET SOUTH F A POWER POLE, 16.8 FEET EAST OF THE EAST
 DY1908'RAIL OF THE PACIFIC ELECTRIC RAILWAY, 0.3 FOOT LOWER THAN THE TOP
 DY1908'OF CURB AND GROUND LEVEL.  A LOS ANGELES COUNTY ROAD DEPARTMENT
 DY1908'STANDARD DISK, STAMPED BM 49 AND SET IN THE TOP OF A CONCRETE
 DY1908'POST.
 DY1908
 DY1908                          STATION RECOVERY (1961)
 DY1908
 DY1908'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 DY1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT1138 ***********************************************************************
 FT1138  DESIGNATION -  49 DOR
 FT1138  PID         -  FT1138
 FT1138  STATE/COUNTY-  CA/SAN BERNARDINO
 FT1138  USGS QUAD   -  BAKER (1983)
 FT1138
 FT1138                         *CURRENT SURVEY CONTROL
 FT1138  ___________________________________________________________________
 FT1138* NAD 83(1986)-  35 16 41.     (N)    116 04 33.     (W)     SCALED    
 FT1138* NAVD 88     -       284.607  (meters)     933.75   (feet)  ADJUSTED  
 FT1138  ___________________________________________________________________
 FT1138  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FT1138  DYNAMIC HT  -         284.320 (meters)     932.81  (feet)  COMP
 FT1138  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 FT1138
 FT1138  VERT ORDER  -  FIRST     CLASS II
 FT1138
 FT1138.The horizontal coordinates were scaled from a topographic map and have
 FT1138.an estimated accuracy of +/- 6 seconds.
 FT1138
 FT1138.The orthometric height was determined by differential leveling
 FT1138.and adjusted in June 1991.
 FT1138
 FT1138.The geoid height was determined by GEOID03.
 FT1138
 FT1138.The dynamic height is computed by dividing the NAVD 88
 FT1138.geopotential number by the normal gravity value computed on the
 FT1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT1138.degrees latitude (g = 980.6199 gals.).
 FT1138
 FT1138.The modeled gravity was interpolated from observed gravity values.
 FT1138
 FT1138;                    North         East    Units  Estimated Accuracy
 FT1138;SPC CA 5     -   698,910.    2,175,040.      MT  (+/- 180 meters Scaled)
 FT1138
 FT1138                          SUPERSEDED SURVEY CONTROL
 FT1138
 FT1138  NGVD 29 (05/01/91)  283.944  (m)          931.57   (f) ADJUSTED    1 2
 FT1138
 FT1138.Superseded values are not recommended for survey control.
 FT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT1138.See file dsdata.txt to determine how the superseded data were derived.
 FT1138
 FT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV840042(NAD 83)
 FT1138_MARKER: DB = BENCH MARK DISK
 FT1138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FT1138_SP_SET: COPPER-CLAD STEEL ROD
 FT1138_STAMPING: 49 DOR 1978
 FT1138_MARK LOGO: USGS  
 FT1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 FT1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FT1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FT1138+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 FT1138
 FT1138  HISTORY     - Date     Condition        Report By
 FT1138  HISTORY     - 1978     MONUMENTED       USGS
 FT1138  HISTORY     - 1982     GOOD             NGS
 FT1138  HISTORY     - 20030826 GOOD             JOHFRA
 FT1138  HISTORY     - 20030826 GOOD             JOHFRA
 FT1138
 FT1138                          STATION DESCRIPTION
 FT1138
 FT1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FT1138'1.4 KM(0.9 MI) NORTH FROM BAKER.
 FT1138'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF
 FT1138'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, AT THE CROSSING OF A
 FT1138'POWER LINE, 0.1 KM (0.05 MI) ACROSS THE HIGHWAY FROM A POWER SUB
 FT1138'STATION, 19.4 METERS (63.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FT1138'HIGHWAY, 25.0 METERS (82.0 FT) NORTHEAST OF THE NORTH LEG OF POWER
 FT1138'LINE TOWER 634, 10.5 METERS (34.5 FT) SOUTHEAST OF POWER LINE POLE
 FT1138'1903496E, 11.1 METERS (36.5 FT) NORTHWEST OF THE CENTERLINE OF A DIRT
 FT1138'ROAD.  NOTE--ROD PROJECTS 15 CM ABOVE THE GROUND, DEPTH UNKNOWN.
 FT1138'FROM 1978 USGS RECOVERY, NOTE--SET ON 25 FT OF COPPER-COATED ROD.
 FT1138'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FT1138'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 FT1138
 FT1138                          STATION RECOVERY (2003)
 FT1138
 FT1138'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 FT1138'HANDHELD GPS POSITION = N35-16-42.0 W116-04-32.6.
 FT1138
 FT1138                          STATION RECOVERY (2003)
 FT1138
 FT1138'RECOVERY NOTE BY JOHNSON-FRANK 2003
 FT1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2872 ***********************************************************************
 HS2872  DESIGNATION -  49 L
 HS2872  PID         -  HS2872
 HS2872  STATE/COUNTY-  CA/SANTA CLARA
 HS2872  USGS QUAD   -  MILPITAS (1980)
 HS2872
 HS2872                         *CURRENT SURVEY CONTROL
 HS2872  ___________________________________________________________________
 HS2872* NAD 83(1986)-  37 27 18.     (N)    121 54 08.     (W)     SCALED    
 HS2872* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 HS2872  ___________________________________________________________________
 HS2872  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HS2872  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2872
 HS2872.The horizontal coordinates were scaled from a topographic map and have
 HS2872.an estimated accuracy of +/- 6 seconds.
 HS2872
 HS2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2872.The vertical order pertains to the NGVD 29 superseded value.
 HS2872
 HS2872.The geoid height was determined by GEOID03.
 HS2872
 HS2872;                    North         East    Units  Estimated Accuracy
 HS2872;SPC CA 3     -   606,920.    1,875,950.      MT  (+/- 180 meters Scaled)
 HS2872
 HS2872                          SUPERSEDED SURVEY CONTROL
 HS2872
 HS2872  NGVD 29 (??/??/??)   18.495  (m)           60.68   (f) ADJUSTED    1 2
 HS2872
 HS2872.Superseded values are not recommended for survey control.
 HS2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2872.See file dsdata.txt to determine how the superseded data were derived.
 HS2872
 HS2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG970459(NAD 83)
 HS2872_MARKER: DD = SURVEY DISK
 HS2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2872_SP_SET: CONCRETE POST
 HS2872_STAMPING: 49 L
 HS2872_MARK LOGO: SFWD  
 HS2872_PROJECTION: PROJECTING 10 CENTIMETERS
 HS2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2872+STABILITY: SURFACE MOTION
 HS2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS2872+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2008
 HS2872
 HS2872  HISTORY     - Date     Condition        Report By
 HS2872  HISTORY     - UNK      MONUMENTED       CA3290
 HS2872  HISTORY     - 1967     GOOD             NGS
 HS2872  HISTORY     - 1983     GOOD             NGS
 HS2872  HISTORY     - 19881031 GOOD             NGS
 HS2872  HISTORY     - 20081018 GOOD             GEOCAC
 HS2872
 HS2872                          STATION DESCRIPTION
 HS2872
 HS2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2872'2.6 MI N FROM MILPITAS.
 HS2872'1.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 HS2872'THE CITY HALL AT MILPITAS, THENCE 0.3 MILE EAST ALONG DIXON ROAD,
 HS2872'THENCE 0.35 MILE SOUTH ALONG MAIN STREET, THENCE 0.45 MILE EAST
 HS2872'ALONG WASHINGTON DRIVE, AT THE JUNCTION OF EAST ESCUELA PARKWAY
 HS2872'AND ROGER STREET, 81 1/2 FEET NORTH OF THE NORTH CURB OF THE
 HS2872'DRIVE, 12 FEET WEST OF THE EXTENDED CENTER LINE OF WEST ESCUELA
 HS2872'PARKWAY, 40.2 FEET EAST-NORTHEAST OF THE SIDE OF A LARGE CIRCULAR
 HS2872'CONCRETE VALVE HOUSING, 112 FEET WEST OF THE WEST CURB OF ROGER
 HS2872'STREET, 31 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE, 1 1/2
 HS2872'FEET NORTHWEST OF A T JUNCTION POWER POLE WITH TWO GUY WIRES,
 HS2872'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 HS2872'THE GROUND.
 HS2872
 HS2872                          STATION RECOVERY (1983)
 HS2872
 HS2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HS2872'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 HS2872'2.4 KM (1.5 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS2872'CITY HALL IN MILPITAS, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG DIXON
 HS2872'ROAD, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG NORTH MILPITAS BOULEVARD,
 HS2872'THENCE 0.8 KM (0.5 MI) NORTHEAST ALONG WASHINGTON DRIVE, AT THE
 HS2872'CROSSING OF AN AQUEDUCT AND THE T JUNCTION OF ESCUELLA PARKWAY, 33.5
 HS2872'METERS (110 FT) SOUTHWEST OF THE RODGER STREET CENTERLINE, 30.4 METERS
 HS2872'(100 FT) NORTHWEST OF THE WASHINGTON BOULEVARD CENTERLINE, 13.7 METERS
 HS2872'(45 FT) NORTHEAST OF THE CENTER OF THE AQUEDUCT, 9.1 METERS (30 FT)
 HS2872'EAST OF THE EAST EDGE OF A CONCRETE RISER VALVE, 0.9 METER (3 FT)
 HS2872'SOUTHWEST OF A POWER POLE WITH A GUY WIRE ATTACHED.
 HS2872'THE MARK IS ABOVE LEVEL WITH THE STREET.
 HS2872
 HS2872                          STATION RECOVERY (1988)
 HS2872
 HS2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS2872'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--THE
 HS2872'CITY HALL TO THE MILPITAS SENIOR CENTER.
 HS2872
 HS2872                          STATION RECOVERY (2008)
 HS2872
 HS2872'RECOVERY NOTE BY GEOCACHING 2008 (LCS)
 HS2872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0300 ***********************************************************************
 MW0300  DESIGNATION -  49 M
 MW0300  PID         -  MW0300
 MW0300  STATE/COUNTY-  CA/SISKIYOU
 MW0300  USGS QUAD   -  BORDER MOUNTAIN (1993)
 MW0300
 MW0300                         *CURRENT SURVEY CONTROL
 MW0300  ___________________________________________________________________
 MW0300* NAD 83(1986)-  41 28 48.     (N)    121 28 49.     (W)     SCALED    
 MW0300* NAVD 88     -      1482.825  (meters)    4864.90   (feet)  ADJUSTED  
 MW0300  ___________________________________________________________________
 MW0300  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 MW0300  DYNAMIC HT  -        1481.772 (meters)    4861.45  (feet)  COMP
 MW0300  MODELED GRAV-     979,860.6   (mgal)                       NAVD 88
 MW0300
 MW0300  VERT ORDER  -  SECOND    CLASS 0
 MW0300
 MW0300.The horizontal coordinates were scaled from a topographic map and have
 MW0300.an estimated accuracy of +/- 6 seconds.
 MW0300
 MW0300.The orthometric height was determined by differential leveling
 MW0300.and adjusted in June 1991.
 MW0300
 MW0300.The geoid height was determined by GEOID03.
 MW0300
 MW0300.The dynamic height is computed by dividing the NAVD 88
 MW0300.geopotential number by the normal gravity value computed on the
 MW0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0300.degrees latitude (g = 980.6199 gals.).
 MW0300
 MW0300.The modeled gravity was interpolated from observed gravity values.
 MW0300
 MW0300;                    North         East    Units  Estimated Accuracy
 MW0300;SPC CA 1     -   738,500.    2,043,410.      MT  (+/- 180 meters Scaled)
 MW0300
 MW0300                          SUPERSEDED SURVEY CONTROL
 MW0300
 MW0300  NGVD 29 (??/??/??) 1481.699  (m)         4861.21   (f) ADJUSTED    2 0
 MW0300
 MW0300.Superseded values are not recommended for survey control.
 MW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0300.See file dsdata.txt to determine how the superseded data were derived.
 MW0300
 MW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL268931(NAD 83)
 MW0300_MARKER: DD = SURVEY DISK
 MW0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0300_STAMPING: 49 M 1932
 MW0300_MARK LOGO: USGS  
 MW0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0300+STABILITY: SURFACE MOTION
 MW0300
 MW0300  HISTORY     - Date     Condition        Report By
 MW0300  HISTORY     - 1932     MONUMENTED       USGS
 MW0300  HISTORY     - 1954     GOOD             CGS
 MW0300  HISTORY     - 19860429 GOOD             USPSQD
 MW0300
 MW0300                          STATION DESCRIPTION
 MW0300
 MW0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0300'14.2 MI SE FROM MEDICINE LAKE.
 MW0300'14.2 MILES SOUTHEAST ALONG A GRADED ROAD FROM MEDICINE LAKE GUARD
 MW0300'STATION, 0.05 MILE SOUTHEAST OF THE CROSSING OF A LUMBER RAILROAD,
 MW0300'0.25 MILE NORTHWEST OF THE INTERSECTION OF A ROAD LEADING EAST TO
 MW0300'THE LONG BELL LUMBER CAMP AND A ROAD LEADING WEST, 26 FEET WEST
 MW0300'OF AND ACROSS THE ROAD FROM AN 18-INCH PINE TREE WITH A BLAZE IN
 MW0300'THE NORTHWEST SIDE AND A FOREST SERVICE LOCATION POSTER IN THE
 MW0300'BLAZE, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 MW0300'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 MW0300'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MW0300
 MW0300                          STATION RECOVERY (1986)
 MW0300
 MW0300'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 MW0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5364 ***********************************************************************
 DX5364  DESIGNATION -  49 OJA
 DX5364  PID         -  DX5364
 DX5364  STATE/COUNTY-  CA/RIVERSIDE
 DX5364  USGS QUAD   -  WINCHESTER (1979)
 DX5364
 DX5364                         *CURRENT SURVEY CONTROL
 DX5364  ___________________________________________________________________
 DX5364* NAD 83(1986)-  33 38 36.     (N)    117 05 00.     (W)     SCALED    
 DX5364* NAVD 88     -       460.241  (meters)    1509.97   (feet)  ADJUSTED  
 DX5364  ___________________________________________________________________
 DX5364  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5364  DYNAMIC HT  -         459.716 (meters)    1508.25  (feet)  COMP
 DX5364  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 DX5364
 DX5364  VERT ORDER  -  FIRST     CLASS II
 DX5364
 DX5364.The horizontal coordinates were scaled from a topographic map and have
 DX5364.an estimated accuracy of +/- 6 seconds.
 DX5364
 DX5364.The orthometric height was determined by differential leveling
 DX5364.and adjusted in January 1993.
 DX5364
 DX5364.The geoid height was determined by GEOID03.
 DX5364
 DX5364.The dynamic height is computed by dividing the NAVD 88
 DX5364.geopotential number by the normal gravity value computed on the
 DX5364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5364.degrees latitude (g = 980.6199 gals.).
 DX5364
 DX5364.The modeled gravity was interpolated from observed gravity values.
 DX5364
 DX5364;                    North         East    Units  Estimated Accuracy
 DX5364;SPC CA 6     -   664,080.    1,922,700.      MT  (+/- 180 meters Scaled)
 DX5364
 DX5364                          SUPERSEDED SURVEY CONTROL
 DX5364
 DX5364.No superseded survey control is available for this station.
 DX5364
 DX5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT922226(NAD 83)
 DX5364_MARKER: DD = SURVEY DISK
 DX5364_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DX5364_SP_SET: PREFAB CONC. POST IN CONCRETE
 DX5364_STAMPING: 49 OJA 1967
 DX5364_MARK LOGO: MWDSC 
 DX5364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5364+STABILITY: SURFACE MOTION
 DX5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5364+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 DX5364
 DX5364  HISTORY     - Date     Condition        Report By
 DX5364  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5364  HISTORY     - 19920409 GOOD             MWDSC
 DX5364  HISTORY     - 19930608 GOOD             MWDSC
 DX5364
 DX5364                          STATION DESCRIPTION
 DX5364
 DX5364'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5364'WINCHESTER, 4.4 MILES (7.1 KM) SOUTH TO THE INTERSECTION OF WINCHESTER
 DX5364'RD (HWY 79) AND WASHINGTON AVE 49.5 FEET (15.1 M) EAST OF WINCHESTER
 DX5364'RD AND 100 FEET (30.5 M) NORTH OF WASHINGTON AVE, 2 FEET (0.6 M) EAST
 DX5364'OF 2 INCH STEEL WITNESS POST.
 DX5364
 DX5364                          STATION RECOVERY (1993)
 DX5364
 DX5364'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX5364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1995 ***********************************************************************
 GU1995  DESIGNATION -  49 RESET
 GU1995  PID         -  GU1995
 GU1995  STATE/COUNTY-  CA/MONTEREY
 GU1995  USGS QUAD   -  SALINAS (1984)
 GU1995
 GU1995                         *CURRENT SURVEY CONTROL
 GU1995  ___________________________________________________________________
 GU1995* NAD 83(1986)-  36 40 47.     (N)    121 39 24.     (W)     SCALED    
 GU1995* NAVD 88     -        16.143  (meters)      52.96   (feet)  ADJUSTED  
 GU1995  ___________________________________________________________________
 GU1995  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 GU1995  DYNAMIC HT  -          16.130 (meters)      52.92  (feet)  COMP
 GU1995  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 GU1995
 GU1995  VERT ORDER  -  FIRST     CLASS I
 GU1995
 GU1995.The horizontal coordinates were scaled from a topographic map and have
 GU1995.an estimated accuracy of +/- 6 seconds.
 GU1995
 GU1995.The orthometric height was determined by differential leveling
 GU1995.and adjusted in June 1991.
 GU1995
 GU1995.The geoid height was determined by GEOID03.
 GU1995
 GU1995.The dynamic height is computed by dividing the NAVD 88
 GU1995.geopotential number by the normal gravity value computed on the
 GU1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU1995.degrees latitude (g = 980.6199 gals.).
 GU1995
 GU1995.The modeled gravity was interpolated from observed gravity values.
 GU1995
 GU1995;                    North         East    Units  Estimated Accuracy
 GU1995;SPC CA 4     -   652,680.    1,762,580.      MT  (+/- 180 meters Scaled)
 GU1995
 GU1995                          SUPERSEDED SURVEY CONTROL
 GU1995
 GU1995  NGVD 29 (??/??/??)   15.262  (m)           50.07   (f) ADJUSTED    1 1
 GU1995
 GU1995.Superseded values are not recommended for survey control.
 GU1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1995.See file dsdata.txt to determine how the superseded data were derived.
 GU1995
 GU1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF200601(NAD 83)
 GU1995_MARKER: DD = SURVEY DISK
 GU1995_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU1995_SP_SET: BRIDGE ABUTMENT
 GU1995_STAMPING: 49 1935
 GU1995_MARK LOGO: USGS  
 GU1995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GU1995+STABILITY: POSITION/ELEVATION WELL
 GU1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU1995+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 GU1995
 GU1995  HISTORY     - Date     Condition        Report By
 GU1995  HISTORY     - 1935     MONUMENTED       SPRR
 GU1995  HISTORY     - 1968     GOOD             NGS
 GU1995  HISTORY     - 19881215 GOOD             NGS
 GU1995
 GU1995                          STATION DESCRIPTION
 GU1995
 GU1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU1995'AT SALINAS.
 GU1995'AT SALINAS, 0.1 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY
 GU1995'RAILROAD FROM THE STATION, IN THE TOP OF THE SOUTH END OF THE
 GU1995'WEST CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE 118.39 OVER
 GU1995'NORTH MAIN STREET, 8.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 GU1995'TRACK, 2.2 FEET WEST OF THE WEST FACE OF A CONCRETE GUARDWALL
 GU1995'ON THE ABUTMENT, 0.6 FOOT SOUTH OF THE NORTH END OF THE GUARDWALL,
 GU1995'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- 1948 AND 1967 REPORTS
 GU1995'INDICATE MARK WAS SET BY SPRR CO.
 GU1995
 GU1995                          STATION RECOVERY (1988)
 GU1995
 GU1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0534 ***********************************************************************
 FT0534  DESIGNATION -  49 RM
 FT0534  PID         -  FT0534
 FT0534  STATE/COUNTY-  CA/KERN
 FT0534  USGS QUAD   -  PEARSONVILLE (1982)
 FT0534
 FT0534                         *CURRENT SURVEY CONTROL
 FT0534  ___________________________________________________________________
 FT0534* NAD 83(1986)-  35 47 44.     (N)    117 47 43.     (W)     SCALED    
 FT0534* NAVD 88     -       701.015  (meters)    2299.91   (feet)  ADJUSTED  
 FT0534  ___________________________________________________________________
 FT0534  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FT0534  DYNAMIC HT  -         700.244 (meters)    2297.38  (feet)  COMP
 FT0534  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 FT0534
 FT0534  VERT ORDER  -  FIRST     CLASS II
 FT0534
 FT0534.The horizontal coordinates were scaled from a topographic map and have
 FT0534.an estimated accuracy of +/- 6 seconds.
 FT0534
 FT0534.The orthometric height was determined by differential leveling
 FT0534.and adjusted in June 1991.
 FT0534
 FT0534.The geoid height was determined by GEOID03.
 FT0534
 FT0534.The dynamic height is computed by dividing the NAVD 88
 FT0534.geopotential number by the normal gravity value computed on the
 FT0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0534.degrees latitude (g = 980.6199 gals.).
 FT0534
 FT0534.The modeled gravity was interpolated from observed gravity values.
 FT0534
 FT0534;                    North         East    Units  Estimated Accuracy
 FT0534;SPC CA 5     -   754,670.    2,018,510.      MT  (+/- 180 meters Scaled)
 FT0534
 FT0534                          SUPERSEDED SURVEY CONTROL
 FT0534
 FT0534  NGVD 29 (??/??/??)  700.27   (m)         2297.5    (f) RESET       3  
 FT0534
 FT0534.Superseded values are not recommended for survey control.
 FT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0534.See file dsdata.txt to determine how the superseded data were derived.
 FT0534
 FT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV281615(NAD 83)
 FT0534_MARKER: DD = SURVEY DISK
 FT0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0534_STAMPING: 49 RM 1950
 FT0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0534+STABILITY: SURFACE MOTION
 FT0534
 FT0534  HISTORY     - Date     Condition        Report By
 FT0534  HISTORY     - 1950     MONUMENTED       USN
 FT0534  HISTORY     - 1950     GOOD             NGS
 FT0534
 FT0534                          STATION DESCRIPTION
 FT0534
 FT0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0534'11.7 MI NE FROM CHINA LAKE USN .
 FT0534'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0534'B-1 RANGE, IT IS ONE OF THE STATIONS OF THE B-1 BASE LINE, WHICH
 FT0534'IS JUST WEST OF THE B-1 AIR STRIP.  THE STATION IS A NAVAL
 FT0534'ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE
 FT0534'GROUND AND THE DIS IS STAMPED 49 RM 1950 AND PROJECTS 3 INCHES.
 FT0534'TO REACH FROM THE CONTROL TOWER OF THE B-1 AIR STRIP GO WEST TO
 FT0534'THE BASE LINE, TURN NORTH, RIGHT, AND FOLLOW THE BASE LINE TO THE
 FT0534'STATION.  DIRECTIONS TO REACH THE B-1 BASE LINE CAN BE OBTAINED
 FT0534'FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL
 FT0534'ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0660 ***********************************************************************
 HS0660  DESIGNATION -  49 USGS
 HS0660  PID         -  HS0660
 HS0660  STATE/COUNTY-  CA/STANISLAUS
 HS0660  USGS QUAD   -  BRUSH LAKE (1976)
 HS0660
 HS0660                         *CURRENT SURVEY CONTROL
 HS0660  ___________________________________________________________________
 HS0660* NAD 83(1986)-  37 33 58.     (N)    121 07 18.     (W)     SCALED    
 HS0660* NAVD 88     -        15.67   (+/-2cm)      51.4    (feet)  VERTCON   
 HS0660  ___________________________________________________________________
 HS0660  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 HS0660  VERT ORDER  -  THIRD (See Below)
 HS0660
 HS0660.The horizontal coordinates were scaled from a topographic map and have
 HS0660.an estimated accuracy of +/- 6 seconds.
 HS0660
 HS0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0660.The vertical order pertains to the NGVD 29 superseded value.
 HS0660
 HS0660.The geoid height was determined by GEOID03.
 HS0660
 HS0660;                    North         East    Units  Estimated Accuracy
 HS0660;SPC CA 3     -   618,500.    1,945,080.      MT  (+/- 180 meters Scaled)
 HS0660
 HS0660                          SUPERSEDED SURVEY CONTROL
 HS0660
 HS0660  NGVD 29 (??/??/??)   14.93   (m)           49.0    (f) RESET       3  
 HS0660
 HS0660.Superseded values are not recommended for survey control.
 HS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0660.See file dsdata.txt to determine how the superseded data were derived.
 HS0660
 HS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG658593(NAD 83)
 HS0660_MARKER: DB = BENCH MARK DISK
 HS0660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0660_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0660_STAMPING: 49 1912
 HS0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0660
 HS0660  HISTORY     - Date     Condition        Report By
 HS0660  HISTORY     - 1912     MONUMENTED       CGS
 HS0660  HISTORY     - 1961     GOOD             NGS
 HS0660  HISTORY     - 1965     GOOD             NGS
 HS0660
 HS0660                          STATION DESCRIPTION
 HS0660
 HS0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0660'5.9 MI NE FROM WESTLEY.
 HS0660'0.25 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS0660'STATION AT WESTLEY, THENCE 1.65 MILES NORTHEAST ALONG HOWARD ROAD,
 HS0660'THENCE 4.0 MILES EAST ALONG GRAYSON ROAD, AT THE JUNCTION OF A
 HS0660'DIRT ROAD NORTH AND A DRIVEWAY SOUTH TO A HOUSE, IN THE FRONT
 HS0660'YARD OF A RESIDENCE, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HS0660'69.8 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 53 FEET WEST
 HS0660'OF THE CENTER LINE OF THE DRIVEWAY, 18 FEET WEST OF THE EXTENDED
 HS0660'CENTER LINE OF A ROAD NORTH, 84 FEET WEST AND ACROSS THE DRIVEWAY
 HS0660'FROM A POWER POLE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, A CAP
 HS0660'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT
 HS0660'ABOVE THE GROUND.
 HS0660
 HS0660                          STATION RECOVERY (1965)
 HS0660
 HS0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3612 ***********************************************************************
 HT3612  DESIGNATION -  49 WLS
 HT3612  PID         -  HT3612
 HT3612  STATE/COUNTY-  CA/SANTA CRUZ
 HT3612  USGS QUAD   -  BIG BASIN (1997)
 HT3612
 HT3612                         *CURRENT SURVEY CONTROL
 HT3612  ___________________________________________________________________
 HT3612* NAD 83(1986)-  37 12 25.     (N)    122 12 23.     (W)     SCALED    
 HT3612* NAVD 88     -       672.308  (meters)    2205.73   (feet)  ADJUSTED  
 HT3612  ___________________________________________________________________
 HT3612  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HT3612  DYNAMIC HT  -         671.776 (meters)    2203.99  (feet)  COMP
 HT3612  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 HT3612
 HT3612  VERT ORDER  -  FIRST     CLASS II
 HT3612
 HT3612.The horizontal coordinates were scaled from a topographic map and have
 HT3612.an estimated accuracy of +/- 6 seconds.
 HT3612
 HT3612.The orthometric height was determined by differential leveling
 HT3612.and adjusted in February 1993.
 HT3612
 HT3612.The geoid height was determined by GEOID03.
 HT3612
 HT3612.The dynamic height is computed by dividing the NAVD 88
 HT3612.geopotential number by the normal gravity value computed on the
 HT3612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3612.degrees latitude (g = 980.6199 gals.).
 HT3612
 HT3612.The modeled gravity was interpolated from observed gravity values.
 HT3612
 HT3612;                    North         East    Units  Estimated Accuracy
 HT3612;SPC CA 3     -   579,840.    1,848,540.      MT  (+/- 180 meters Scaled)
 HT3612
 HT3612                          SUPERSEDED SURVEY CONTROL
 HT3612
 HT3612  NGVD 29 (10/21/93)  671.462  (m)         2202.95   (f) ADJUSTED    1 2
 HT3612
 HT3612.Superseded values are not recommended for survey control.
 HT3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3612.See file dsdata.txt to determine how the superseded data were derived.
 HT3612
 HT3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG704181(NAD 83)
 HT3612_MARKER: DB = BENCH MARK DISK
 HT3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3612_SP_SET: CONCRETE POST
 HT3612_STAMPING: 49 WLS 1953 2203
 HT3612_MARK LOGO: USGS  
 HT3612_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3612+STABILITY: SURFACE MOTION
 HT3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3612+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3612
 HT3612  HISTORY     - Date     Condition        Report By
 HT3612  HISTORY     - 1953     MONUMENTED       USGS
 HT3612  HISTORY     - 19900424 GOOD             NGS
 HT3612
 HT3612                          STATION DESCRIPTION
 HT3612
 HT3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3612'6.7 KM (4.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 236 (BIG BASIN WAY)
 HT3612'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 IN BOULDER CREEK, THENCE
 HT3612'7.5 KM (4.7 MI) NORTHWESTERLY ALONG CHINA GRADE ROAD, 10.4 M
 HT3612'(34.1 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT)
 HT3612'SOUTHWEST OF A WITNESS POST, AND SET IN A CONCRETE MONUMENT PROJECTING
 HT3612'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2434 ***********************************************************************
 DY2434  DESIGNATION -  49+3829
 DY2434  PID         -  DY2434
 DY2434  STATE/COUNTY-  CA/LOS ANGELES
 DY2434  USGS QUAD   -  INGLEWOOD (1981)
 DY2434
 DY2434                         *CURRENT SURVEY CONTROL
 DY2434  ___________________________________________________________________
 DY2434* NAD 83(1986)-  33 59 44.     (N)    118 21 32.     (W)     SCALED    
 DY2434* NAVD 88     -       134.40   (+/-2cm)     440.9    (feet)  VERTCON   
 DY2434  ___________________________________________________________________
 DY2434  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY2434  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY2434
 DY2434.The horizontal coordinates were scaled from a topographic map and have
 DY2434.an estimated accuracy of +/- 6 seconds.
 DY2434
 DY2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2434.The vertical order pertains to the NGVD 29 superseded value.
 DY2434
 DY2434.The geoid height was determined by GEOID03.
 DY2434
 DY2434;                    North         East    Units  Estimated Accuracy
 DY2434;SPC CA 5     -   555,030.    1,966,840.      MT  (+/- 180 meters Scaled)
 DY2434
 DY2434                          SUPERSEDED SURVEY CONTROL
 DY2434
 DY2434  NGVD 29 (??/??/92)  133.63   (m)          438.4    (f) COMPUTED    1 2
 DY2434
 DY2434.Superseded values are not recommended for survey control.
 DY2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2434.See file dsdata.txt to determine how the superseded data were derived.
 DY2434
 DY2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT744624(NAD 83)
 DY2434_MARKER: Z = SEE DESCRIPTION
 DY2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY2434_STAMPING: 49+3829 BM BO NO 18
 DY2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2434+STABILITY: SURFACE MOTION
 DY2434
 DY2434  HISTORY     - Date     Condition        Report By
 DY2434  HISTORY     - UNK      MONUMENTED       RBNF
 DY2434  HISTORY     - 1964     GOOD             NGS
 DY2434
 DY2434                          STATION DESCRIPTION
 DY2434
 DY2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY2434'AT LOS ANGELES.
 DY2434'AT LOS ANGELES, AT BALDWIN HILLS, ABOUT 400 FEET SOUTHWEST OF
 DY2434'THE INTERSECTION OF LA BREA, STOCKER STREET AND OVERHILL DRIVE,
 DY2434'ON THE TOP OF A KNOLL, ABOUT 100 FEET NORTHWEST OF THE NORTHWEST
 DY2434'CURB OF LA BREA, 80 YARDS EAST OF STEEL POWER TOWER NO. 1424,
 DY2434'40.6 FEET SOUTHWEST OF POWER LINE POLE 589849E, 35.3 FEET
 DY2434'SOUTHWEST OF A FENCE AROUND A POWER SUBSTATION, 1.6 FEET NORTH
 DY2434'OF A 2-INCH IRON PIPE, ABOUT 25 FEET HIGHER THAN THE AVENUE,
 DY2434'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 DY2434'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0988 ***********************************************************************
 HT0988  DESIGNATION -  49.2 C OF B
 HT0988  PID         -  HT0988
 HT0988  STATE/COUNTY-  CA/ALAMEDA
 HT0988  USGS QUAD   -  OAKLAND WEST (1993)
 HT0988
 HT0988                         *CURRENT SURVEY CONTROL
 HT0988  ___________________________________________________________________
 HT0988* NAD 83(1986)-  37 51 24.     (N)    122 17 16.     (W)     SCALED    
 HT0988* NAVD 88     -        15.82   (+/-2cm)      51.9    (feet)  VERTCON   
 HT0988  ___________________________________________________________________
 HT0988  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HT0988  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0988
 HT0988.The horizontal coordinates were scaled from a topographic map and have
 HT0988.an estimated accuracy of +/- 6 seconds.
 HT0988
 HT0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0988.The vertical order pertains to the NGVD 29 superseded value.
 HT0988
 HT0988.The geoid height was determined by GEOID03.
 HT0988
 HT0988;                    North         East    Units  Estimated Accuracy
 HT0988;SPC CA 3     -   652,070.    1,842,690.      MT  (+/- 180 meters Scaled)
 HT0988
 HT0988                          SUPERSEDED SURVEY CONTROL
 HT0988
 HT0988  NGVD 29 (??/??/92)   14.993  (m)           49.19   (f) ADJ UNCH    1 1
 HT0988
 HT0988.Superseded values are not recommended for survey control.
 HT0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0988.See file dsdata.txt to determine how the superseded data were derived.
 HT0988
 HT0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG626901(NAD 83)
 HT0988_MARKER: Z = SEE DESCRIPTION
 HT0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0988+STABILITY: SURFACE MOTION
 HT0988
 HT0988  HISTORY     - Date     Condition        Report By
 HT0988  HISTORY     - UNK      MONUMENTED       CA0340
 HT0988  HISTORY     - 1962     GOOD             NGS
 HT0988  HISTORY     - 1969     GOOD             NGS
 HT0988
 HT0988                          STATION DESCRIPTION
 HT0988
 HT0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT0988'AT BERKELEY.
 HT0988'AT BERKELEY, AT THE INTERSECTION OF SAN PABLO AVENUE AND WARD
 HT0988'STREET, 5 FEET NORTH OF THE CENTERLINE OF WARD STREET, 1 FOOT
 HT0988'EAST OF THE LINE OF THE EAST CURB OF SAN PABLO AVENUE, 1 FOOT
 HT0988'BELOW THE SURFACE OF THE STREET, AND SET IN THE TOP OF A CONCRETE
 HT0988'POST ENCASED IN AN 8-INCH PIPE WITH A CAST IRON COVER LETTERED,
 HT0988'CITY MONUMENT.
 HT0988
 HT0988                          STATION RECOVERY (1969)
 HT0988
 HT0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1159 ***********************************************************************
 EW1159  DESIGNATION -  49.500
 EW1159  PID         -  EW1159
 EW1159  STATE/COUNTY-  CA/LOS ANGELES
 EW1159  USGS QUAD   -  LOS ANGELES (1994)
 EW1159
 EW1159                         *CURRENT SURVEY CONTROL
 EW1159  ___________________________________________________________________
 EW1159* NAD 83(1986)-  34 04 43.     (N)    118 13 36.     (W)     SCALED    
 EW1159* NAVD 88     -        98.680  (meters)     323.75   (feet)  READJUSTED
 EW1159  ___________________________________________________________________
 EW1159  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW1159  DYNAMIC HT  -          98.580 (meters)     323.42  (feet)  COMP
 EW1159  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 EW1159
 EW1159  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1159
 EW1159.The horizontal coordinates were scaled from a topographic map and have
 EW1159.an estimated accuracy of +/- 6 seconds.
 EW1159
 EW1159.The orthometric height was determined by differential leveling
 EW1159.and adjusted in February 1993.
 EW1159.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1159.distribution rate of 0.0 thru 1.0 mm/km.
 EW1159.The height was derived from older observations constrained to new
 EW1159.heights in a crustal motion area.  The height is approximate in
 EW1159.relation to other heights in its vicinity.
 EW1159
 EW1159.The geoid height was determined by GEOID03.
 EW1159
 EW1159.The dynamic height is computed by dividing the NAVD 88
 EW1159.geopotential number by the normal gravity value computed on the
 EW1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1159.degrees latitude (g = 980.6199 gals.).
 EW1159
 EW1159.The modeled gravity was interpolated from observed gravity values.
 EW1159
 EW1159;                    North         East    Units  Estimated Accuracy
 EW1159;SPC CA 5     -   564,210.    1,979,080.      MT  (+/- 180 meters Scaled)
 EW1159
 EW1159                          SUPERSEDED SURVEY CONTROL
 EW1159
 EW1159.No superseded survey control is available for this station.
 EW1159
 EW1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868715(NAD 83)
 EW1159_MARKER: DD = SURVEY DISK
 EW1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1159_STAMPING: RP 49.500 1946 C L PROD
 EW1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1159+STABILITY: SURFACE MOTION
 EW1159
 EW1159  HISTORY     - Date     Condition        Report By
 EW1159  HISTORY     - 1946     MONUMENTED       CA-037
 EW1159  HISTORY     - 1955     GOOD             NGS
 EW1159  HISTORY     - 1964     GOOD             NGS
 EW1159  HISTORY     - 1976     GOOD             NGS
 EW1159  HISTORY     - 1978     GOOD             NGS
 EW1159  HISTORY     - 19890526 MARK NOT FOUND   NGS
 EW1159
 EW1159                          STATION DESCRIPTION
 EW1159
 EW1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW1159'IN LOS ANGELES.
 EW1159'IN LOS ANGELES, 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC
 EW1159'COMPANY RAILROAD FROM THE BROADWAY OVERPASS, 62.0 FEET NORTH
 EW1159'OF THE NORTHEAST LEG OF STEEL POWER LINE TOWER G/A3 767 SY/A,
 EW1159'35.2 FEET EAST OF THE EASTERNMOST RAIL OF THE SOUTHERN PACIFIC
 EW1159'COMPANY TRACK, 21.1 FEET WEST OF A FENCE ALONG THE WEST
 EW1159'BANK OF THE LOS ANGELES RIVER, 4.9 FEET NORTHEAST OF A 1 1/2-INCH
 EW1159'IRON PIPE MARKED 5 FT. TO MON., ABOUT 6 FEET LOWER THAN THE
 EW1159'TRACK, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 EW1159'POST.
 EW1159
 EW1159                          STATION RECOVERY (1964)
 EW1159
 EW1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1159'RECOVERED IN GOOD CONDITION.
 EW1159
 EW1159                          STATION RECOVERY (1976)
 EW1159
 EW1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1159'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1159'OVERPASS, 62.7 FT NORTH OF THE NORTHEAST LEG OF STEEL POWER LINE TOWER
 EW1159'G/A3 767 SY/A, 130 PACES SOUTH OF SOUTH END OF RAILROAD BRIDGE, 35.2
 EW1159'FT EAST OF THE EASTERN MOST RAIL AT A SWITCH, 21.1 FT WEST OF THE
 EW1159'FENCE LINE ON WEST BANK OF LOS ANGELES RIVER.
 EW1159
 EW1159                          STATION RECOVERY (1978)
 EW1159
 EW1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1159'RECOVERED IN GOOD CONDITION.
 EW1159
 EW1159                          STATION RECOVERY (1989)
 EW1159
 EW1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1159'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1311 ***********************************************************************
 DY1311  DESIGNATION -  49.616 C OF LA
 DY1311  PID         -  DY1311
 DY1311  STATE/COUNTY-  CA/LOS ANGELES
 DY1311  USGS QUAD   -  VENICE (1981)
 DY1311
 DY1311                         *CURRENT SURVEY CONTROL
 DY1311  ___________________________________________________________________
 DY1311* NAD 83(1986)-  33 56 08.     (N)    118 26 15.     (W)     SCALED    
 DY1311* NAVD 88     -        15.51   (+/-2cm)      50.9    (feet)  VERTCON   
 DY1311  ___________________________________________________________________
 DY1311  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DY1311  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1311
 DY1311.The horizontal coordinates were scaled from a topographic map and have
 DY1311.an estimated accuracy of +/- 6 seconds.
 DY1311
 DY1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1311.The vertical order pertains to the NGVD 29 superseded value.
 DY1311
 DY1311.The geoid height was determined by GEOID03.
 DY1311
 DY1311;                    North         East    Units  Estimated Accuracy
 DY1311;SPC CA 5     -   548,400.    1,959,550.      MT  (+/- 180 meters Scaled)
 DY1311
 DY1311                          SUPERSEDED SURVEY CONTROL
 DY1311
 DY1311  NGVD 29 (??/??/92)   14.765  (m)           48.44   (f) ADJ UNCH    1 1
 DY1311
 DY1311.Superseded values are not recommended for survey control.
 DY1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1311.See file dsdata.txt to determine how the superseded data were derived.
 DY1311
 DY1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT671559(NAD 83)
 DY1311_MARKER: S = SPIKE
 DY1311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1311_SP_SET: CATCH BASIN
 DY1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1311
 DY1311  HISTORY     - Date     Condition        Report By
 DY1311  HISTORY     - UNK      MONUMENTED       CA1980
 DY1311  HISTORY     - 1960     GOOD             NGS
 DY1311  HISTORY     - 1968     GOOD             CA-037
 DY1311  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY1311
 DY1311                          STATION DESCRIPTION
 DY1311
 DY1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1311'AT PLAYA DEL REY.
 DY1311'AT PLAYA DEL REY, AT THE NORTH CORNER OF THE JUNCTION OF VISTA
 DY1311'DEL MAR AND JACQUELIN STREET, AT THE SOUTH CORNER OF A CATCH
 DY1311'BASIN, IN TOP OF THE NORTHEAST CONCRETE CURB OF VISTA DEL MAR,
 DY1311'28 FEET NORTHEAST OF THE CENTER LINE OF VISTA DEL MAR, 63 FEET
 DY1311'NORTHWEST OF THE CENTER LINE OF THE STREET, 1.2 FEET WEST OF THE
 DY1311'WEST SIDE OF A CONCRETE LAMP POST, AND ABOUT 1 FOOT HIGHER THAN
 DY1311'THE STREET.
 DY1311
 DY1311                          STATION RECOVERY (1968)
 DY1311
 DY1311'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1311'RECOVERED IN GOOD CONDITION.
 DY1311
 DY1311                          STATION RECOVERY (1978)
 DY1311
 DY1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0908 ***********************************************************************
 HT0908  DESIGNATION -  49.87 EBMUD
 HT0908  PID         -  HT0908
 HT0908  STATE/COUNTY-  CA/CONTRA COSTA
 HT0908  USGS QUAD   -  RICHMOND (1993)
 HT0908
 HT0908                         *CURRENT SURVEY CONTROL
 HT0908  ___________________________________________________________________
 HT0908* NAD 83(1986)-  37 57 47.     (N)    122 20 44.     (W)     SCALED    
 HT0908* NAVD 88     -        16.07   (+/-2cm)      52.7    (feet)  VERTCON   
 HT0908  ___________________________________________________________________
 HT0908  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 HT0908  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0908
 HT0908.The horizontal coordinates were scaled from a topographic map and have
 HT0908.an estimated accuracy of +/- 6 seconds.
 HT0908
 HT0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0908.The vertical order pertains to the NGVD 29 superseded value.
 HT0908
 HT0908.The geoid height was determined by GEOID03.
 HT0908
 HT0908;                    North         East    Units  Estimated Accuracy
 HT0908;SPC CA 3     -   663,970.    1,837,840.      MT  (+/- 180 meters Scaled)
 HT0908
 HT0908                          SUPERSEDED SURVEY CONTROL
 HT0908
 HT0908  NGVD 29 (??/??/92)   15.261  (m)           50.07   (f) ADJ UNCH    1 1
 HT0908
 HT0908.Superseded values are not recommended for survey control.
 HT0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0908.See file dsdata.txt to determine how the superseded data were derived.
 HT0908
 HT0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH574019(NAD 83)
 HT0908_MARKER: DD = SURVEY DISK
 HT0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0908_SP_SET: SIDEWALK
 HT0908_STAMPING: 49.87
 HT0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0908
 HT0908  HISTORY     - Date     Condition        Report By
 HT0908  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0908  HISTORY     - 1961     GOOD             NGS
 HT0908  HISTORY     - 1969     GOOD             NGS
 HT0908  HISTORY     - 1987     GOOD             USPSQD
 HT0908
 HT0908                          STATION DESCRIPTION
 HT0908
 HT0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HT0908'AT SAN PABLO.
 HT0908'AT SAN PABLO, IN R4W T1N, ALONG SAN PABLO AVENUE, AT THE T-JUNCTION
 HT0908'OF COUNTY ROAD NO. 20, IN THE NORTH END OF THE WEST CONCRETE
 HT0908'SIDEWALK OF BRIDGE 28-02 OVER SAN PABLO CREEK, 4.4 FEET WEST
 HT0908'OF THE WEST CURB OF THE AVENUE, 0.3 FOOT NORTHEAST OF THE
 HT0908'NORTHEAST EDGE OF THE WEST CONCRETE GUARD RAIL, AND ABOUT 1/2
 HT0908'FOOT HIGHER THAN THE AVENUE.
 HT0908
 HT0908                          STATION RECOVERY (1969)
 HT0908
 HT0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0908'RECOVERED IN GOOD CONDITION.
 HT0908
 HT0908                          STATION RECOVERY (1987)
 HT0908
 HT0908'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1307 ***********************************************************************
 DY1307  DESIGNATION -  49.913 C OF LA
 DY1307  PID         -  DY1307
 DY1307  STATE/COUNTY-  CA/LOS ANGELES
 DY1307  USGS QUAD   -  VENICE (1981)
 DY1307
 DY1307                         *CURRENT SURVEY CONTROL
 DY1307  ___________________________________________________________________
 DY1307* NAD 83(1986)-  33 56 43.     (N)    118 26 33.     (W)     SCALED    
 DY1307* NAVD 88     -        15.76   (+/-2cm)      51.7    (feet)  VERTCON   
 DY1307  ___________________________________________________________________
 DY1307  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DY1307  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1307
 DY1307.The horizontal coordinates were scaled from a topographic map and have
 DY1307.an estimated accuracy of +/- 6 seconds.
 DY1307
 DY1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1307.The vertical order pertains to the NGVD 29 superseded value.
 DY1307
 DY1307.The geoid height was determined by GEOID03.
 DY1307
 DY1307;                    North         East    Units  Estimated Accuracy
 DY1307;SPC CA 5     -   549,480.    1,959,090.      MT  (+/- 180 meters Scaled)
 DY1307
 DY1307                          SUPERSEDED SURVEY CONTROL
 DY1307
 DY1307  NGVD 29 (??/??/92)   15.01   (m)           49.2    (f) COMPUTED    1 2
 DY1307
 DY1307.Superseded values are not recommended for survey control.
 DY1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1307.See file dsdata.txt to determine how the superseded data were derived.
 DY1307
 DY1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT666570(NAD 83)
 DY1307_MARKER: S = SPIKE
 DY1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1307_SP_SET: CATCH BASIN
 DY1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1307
 DY1307  HISTORY     - Date     Condition        Report By
 DY1307  HISTORY     - UNK      MONUMENTED       CA1980
 DY1307  HISTORY     - 1960     MARK NOT FOUND   NGS
 DY1307
 DY1307                          STATION DESCRIPTION
 DY1307
 DY1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1307'AT PLAYA DEL REY.
 DY1307'NEAR THE INTERSECTION OF VISTA DEL MAR AND PINE STREET, IN THE
 DY1307'NORTHEAST CURB OF VISTA DEL MAR, 278 FEET SOUTHEAST OF THE
 DY1307'BEGINNING OF CURVE OF THE CURB RETURN SOUTHEAST OF PINE STREET,
 DY1307'MARK IS IN NORTHEAST END OF A CATCH BASIN, AND SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5315 ***********************************************************************
 HS5315  DESIGNATION -  490.32=284
 HS5315  PID         -  HS5315
 HS5315  STATE/COUNTY-  CA/SANTA CRUZ
 HS5315  USGS QUAD   -  LAUREL (1994)
 HS5315
 HS5315                         *CURRENT SURVEY CONTROL
 HS5315  ___________________________________________________________________
 HS5315* NAD 83(1986)-  37 02 49.     (N)    121 59 55.     (W)     SCALED    
 HS5315* NAVD 88     -       150.525  (meters)     493.85   (feet)  ADJUSTED  
 HS5315  ___________________________________________________________________
 HS5315  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HS5315  DYNAMIC HT  -         150.414 (meters)     493.48  (feet)  COMP
 HS5315  MODELED GRAV-     979,894.5   (mgal)                       NAVD 88
 HS5315
 HS5315  VERT ORDER  -  FIRST     CLASS II
 HS5315
 HS5315.The horizontal coordinates were scaled from a topographic map and have
 HS5315.an estimated accuracy of +/- 6 seconds.
 HS5315
 HS5315.The orthometric height was determined by differential leveling
 HS5315.and adjusted in February 1993.
 HS5315
 HS5315.The geoid height was determined by GEOID03.
 HS5315
 HS5315.The dynamic height is computed by dividing the NAVD 88
 HS5315.geopotential number by the normal gravity value computed on the
 HS5315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5315.degrees latitude (g = 980.6199 gals.).
 HS5315
 HS5315.The modeled gravity was interpolated from observed gravity values.
 HS5315
 HS5315;                    North         East    Units  Estimated Accuracy
 HS5315;SPC CA 3     -   561,770.    1,866,690.      MT  (+/- 180 meters Scaled)
 HS5315
 HS5315                          SUPERSEDED SURVEY CONTROL
 HS5315
 HS5315  NGVD 29 (10/21/93)  149.688  (m)          491.10   (f) ADJUSTED    1 2
 HS5315
 HS5315.Superseded values are not recommended for survey control.
 HS5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5315.See file dsdata.txt to determine how the superseded data were derived.
 HS5315
 HS5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG890005(NAD 83)
 HS5315_MARKER: DD = SURVEY DISK
 HS5315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5315_SP_SET: HEADWALL
 HS5315_STAMPING: BM 490.32
 HS5315_MARK LOGO: CA-087
 HS5315_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5315+STABILITY: SURFACE MOTION
 HS5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5315+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5315
 HS5315  HISTORY     - Date     Condition        Report By
 HS5315  HISTORY     - UNK      MONUMENTED       CA-087
 HS5315  HISTORY     - 19900423 GOOD             NGS
 HS5315
 HS5315                          STATION DESCRIPTION
 HS5315
 HS5315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5315'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5315'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5315'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 4.87 KM (3.03 MI) SOUTHERLY
 HS5315'ALONG BRANCIFORTE DRIVE, THENCE 3.4 KM (2.1 MI) NORTHERLY ALONG
 HS5315'GRANITE CREEK ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY ALONG MOUNTAIN
 HS5315'VIEW ROAD, SET IN TOP OF THE NORTH END OF A CONCRETE CULVERT
 HS5315'HEADWALL, 4.3 M (14.1 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 HS5315'0.8 M (2.6 FT) EAST OF THE END OF A DRAIN PIPE, AND LEVEL WITH THE
 HS5315'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1103 ***********************************************************************
 DC1103  DESIGNATION -  490.6 USGS
 DC1103  PID         -  DC1103
 DC1103  STATE/COUNTY-  CA/SAN DIEGO
 DC1103  USGS QUAD   -  POWAY (1975)
 DC1103
 DC1103                         *CURRENT SURVEY CONTROL
 DC1103  ___________________________________________________________________
 DC1103* NAD 83(1986)-  32 57 21.     (N)    117 03 02.     (W)     SCALED    
 DC1103* NAVD 88     -       150.16   (+/-2cm)     492.6    (feet)  VERTCON   
 DC1103  ___________________________________________________________________
 DC1103  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DC1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1103
 DC1103.The horizontal coordinates were scaled from a topographic map and have
 DC1103.an estimated accuracy of +/- 6 seconds.
 DC1103
 DC1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1103.The vertical order pertains to the NGVD 29 superseded value.
 DC1103
 DC1103.The geoid height was determined by GEOID03.
 DC1103
 DC1103;                    North         East    Units  Estimated Accuracy
 DC1103;SPC CA 6     -   587,810.    1,925,150.      MT  (+/- 180 meters Scaled)
 DC1103
 DC1103                          SUPERSEDED SURVEY CONTROL
 DC1103
 DC1103  NGVD 29 (??/??/??)  149.522  (m)          490.56   (f) ADJUSTED    2 0
 DC1103
 DC1103.Superseded values are not recommended for survey control.
 DC1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1103.See file dsdata.txt to determine how the superseded data were derived.
 DC1103
 DC1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS952463(NAD 83)
 DC1103_MARKER: Q = CHISELED SQUARE
 DC1103_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DC1103_SP_SET: UNSPECIFIED ROCK
 DC1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1103
 DC1103  HISTORY     - Date     Condition        Report By
 DC1103  HISTORY     - UNK      MONUMENTED       USGS
 DC1103  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1103
 DC1103                          STATION DESCRIPTION
 DC1103
 DC1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1103'1.4 MI W FROM POWAY.
 DC1103'1.4 MILES WEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT POWAY,
 DC1103'SAN DIEGO COUNTY, ON THE OUTSIDE OF A RIGHT-ANGLE CURVE IN THE ROAD,
 DC1103'50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 30.8 FEET EAST
 DC1103'OF THE CENTER OF THE ENTRANCE TO A FARM FIELD, 1.5 FEET SOUTH OF
 DC1103'A FENCE LINE, AND ON THE TOP OF A BURIED ROCK.  A CHISELED SQUARE.
 DC1103'NOTE-- IT WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0255 ***********************************************************************
 LT0255  DESIGNATION -  4911.19 BPR
 LT0255  PID         -  LT0255
 LT0255  STATE/COUNTY-  CA/SHASTA
 LT0255  USGS QUAD   -  WEST PROSPECT PEAK (1995)
 LT0255
 LT0255                         *CURRENT SURVEY CONTROL
 LT0255  ___________________________________________________________________
 LT0255* NAD 83(1986)-  40 37 17.     (N)    121 29 04.     (W)     SCALED    
 LT0255* NAVD 88     -      1498.92   (+/-2cm)    4917.7    (feet)  VERTCON   
 LT0255  ___________________________________________________________________
 LT0255  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 LT0255  VERT ORDER  -  ? (See Below)
 LT0255
 LT0255.The horizontal coordinates were scaled from a topographic map and have
 LT0255.an estimated accuracy of +/- 6 seconds.
 LT0255
 LT0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0255.The vertical order pertains to the NGVD 29 superseded value.
 LT0255
 LT0255.The geoid height was determined by GEOID03.
 LT0255
 LT0255;                    North         East    Units  Estimated Accuracy
 LT0255;SPC CA 1     -   643,150.    2,043,620.      MT  (+/- 180 meters Scaled)
 LT0255
 LT0255                          SUPERSEDED SURVEY CONTROL
 LT0255
 LT0255  NGVD 29 (??/??/??) 1497.839  (m)         4914.16   (f) ADJUSTED    ?  
 LT0255
 LT0255.Superseded values are not recommended for survey control.
 LT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0255.See file dsdata.txt to determine how the superseded data were derived.
 LT0255
 LT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK281978(NAD 83)
 LT0255_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LT0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0255_STAMPING: 4911.19
 LT0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0255
 LT0255  HISTORY     - Date     Condition        Report By
 LT0255  HISTORY     - UNK      MONUMENTED       BPR
 LT0255  HISTORY     - 1935     GOOD             NGS
 LT0255
 LT0255                          STATION DESCRIPTION
 LT0255
 LT0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0255'5 MI SW FROM OLD STATION.
 LT0255'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0255'AT OLD STATION, SHASTA COUNTY, AT STATION 448+35.25, AND ON THE
 LT0255'WEST SIDE OF THE ROAD.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LT0255'STANDARD CAP, STAMPED 4911.19 AND RIVETED ON THE TOP OF AN IRON
 LT0255'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0256 ***********************************************************************
 LT0256  DESIGNATION -  4923.3 USGS
 LT0256  PID         -  LT0256
 LT0256  STATE/COUNTY-  CA/TEHAMA
 LT0256  USGS QUAD   -  CHILDS MEADOWS (1995)
 LT0256
 LT0256                         *CURRENT SURVEY CONTROL
 LT0256  ___________________________________________________________________
 LT0256* NAD 83(1986)-  40 21 33.     (N)    121 29 37.     (W)     SCALED    
 LT0256* NAVD 88     -      1501.425  (meters)    4925.93   (feet)  ADJUSTED  
 LT0256  ___________________________________________________________________
 LT0256  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 LT0256  DYNAMIC HT  -        1500.209 (meters)    4921.94  (feet)  COMP
 LT0256  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 LT0256
 LT0256  VERT ORDER  -  SECOND    CLASS 0
 LT0256
 LT0256.The horizontal coordinates were scaled from a topographic map and have
 LT0256.an estimated accuracy of +/- 6 seconds.
 LT0256
 LT0256.The orthometric height was determined by differential leveling
 LT0256.and adjusted in June 1991.
 LT0256
 LT0256.The geoid height was determined by GEOID03.
 LT0256
 LT0256.The dynamic height is computed by dividing the NAVD 88
 LT0256.geopotential number by the normal gravity value computed on the
 LT0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0256.degrees latitude (g = 980.6199 gals.).
 LT0256
 LT0256.The modeled gravity was interpolated from observed gravity values.
 LT0256
 LT0256;                    North         East    Units  Estimated Accuracy
 LT0256;SPC CA 1     -   614,030.    2,043,010.      MT  (+/- 180 meters Scaled)
 LT0256
 LT0256                          SUPERSEDED SURVEY CONTROL
 LT0256
 LT0256  NGVD 29 (??/??/??) 1500.380  (m)         4922.50   (f) ADJUSTED    2 0
 LT0256
 LT0256.Superseded values are not recommended for survey control.
 LT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0256.See file dsdata.txt to determine how the superseded data were derived.
 LT0256
 LT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK279687(NAD 83)
 LT0256_MARKER: N = NAIL
 LT0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0256_SP_SET: TREE
 LT0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0256
 LT0256  HISTORY     - Date     Condition        Report By
 LT0256  HISTORY     - UNK      MONUMENTED       USGS
 LT0256  HISTORY     - 1934     GOOD             NGS
 LT0256  HISTORY     - 1934     MARK NOT FOUND   NGS
 LT0256  HISTORY     - 19990811 MARK NOT FOUND   USPSQD
 LT0256
 LT0256                          STATION DESCRIPTION
 LT0256
 LT0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0256'10 MI SE FROM MINERAL.
 LT0256'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0256'COUNTY, AT CHILDS MEADOWS, AT A GRAVEL PIT, ON THE SOUTH SIDE OF
 LT0256'THE HIGHWAY, AND IN THE ROOT OF A PINE TREE.  A UNITED STATES
 LT0256'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 LT0256
 LT0256                          STATION RECOVERY (1934)
 LT0256
 LT0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LT0256'MARK NOT FOUND.
 LT0256
 LT0256                          STATION RECOVERY (1999)
 LT0256
 LT0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0039 ***********************************************************************
 KS0039  DESIGNATION -  4939.18
 KS0039  PID         -  KS0039
 KS0039  STATE/COUNTY-  CA/SIERRA
 KS0039  USGS QUAD   -  SATTLEY (1981)
 KS0039
 KS0039                         *CURRENT SURVEY CONTROL
 KS0039  ___________________________________________________________________
 KS0039* NAD 83(1986)-  39 36 55.     (N)    120 25 33.     (W)     SCALED    
 KS0039* NAVD 88     -      1508.782  (meters)    4950.06   (feet)  ADJUSTED  
 KS0039  ___________________________________________________________________
 KS0039  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 KS0039  DYNAMIC HT  -        1507.417 (meters)    4945.58  (feet)  COMP
 KS0039  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 KS0039
 KS0039  VERT ORDER  -  SECOND    CLASS 0
 KS0039
 KS0039.The horizontal coordinates were scaled from a topographic map and have
 KS0039.an estimated accuracy of +/- 6 seconds.
 KS0039
 KS0039.The orthometric height was determined by differential leveling
 KS0039.and adjusted in June 1991.
 KS0039
 KS0039.The geoid height was determined by GEOID03.
 KS0039
 KS0039.The dynamic height is computed by dividing the NAVD 88
 KS0039.geopotential number by the normal gravity value computed on the
 KS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0039.degrees latitude (g = 980.6199 gals.).
 KS0039
 KS0039.The modeled gravity was interpolated from observed gravity values.
 KS0039
 KS0039;                    North         East    Units  Estimated Accuracy
 KS0039;SPC CA 2     -   717,480.    2,135,160.      MT  (+/- 180 meters Scaled)
 KS0039
 KS0039                          SUPERSEDED SURVEY CONTROL
 KS0039
 KS0039  NGVD 29 (??/??/??) 1507.674  (m)         4946.43   (f) ADJUSTED    2 0
 KS0039
 KS0039.Superseded values are not recommended for survey control.
 KS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0039.See file dsdata.txt to determine how the superseded data were derived.
 KS0039
 KS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ209882(NAD 83)
 KS0039_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KS0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0039_STAMPING: 786+00 4939.18
 KS0039_MARK LOGO: BOR   
 KS0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0039
 KS0039  HISTORY     - Date     Condition        Report By
 KS0039  HISTORY     - UNK      MONUMENTED       BPR
 KS0039  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0039
 KS0039                          STATION DESCRIPTION
 KS0039
 KS0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0039'AT SATTLEY.
 KS0039'AT SATTLEY, SIERRA COUNTY, NEAR THE NORTHWEST CORNER OF AN OLD
 KS0039'HOTEL BUILDING, 45 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 KS0039'89, AND 8 FEET NORTH OF THE NORTHWEST SIDE OF THE BUILDING.  A
 KS0039'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 786+00
 KS0039'4939.18 AND FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0764 ***********************************************************************
 HR0764  DESIGNATION -  4943
 HR0764  PID         -  HR0764
 HR0764  STATE/COUNTY-  CA/MARIPOSA
 HR0764  USGS QUAD   -  EL CAPITAN (1992)
 HR0764
 HR0764                         *CURRENT SURVEY CONTROL
 HR0764  ___________________________________________________________________
 HR0764* NAD 83(1986)-  37 43 20.     (N)    119 40 28.     (W)     SCALED    
 HR0764* NAVD 88     -      1510.65   (+/-2cm)    4956.2    (feet)  VERTCON   
 HR0764  ___________________________________________________________________
 HR0764  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HR0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0764
 HR0764.The horizontal coordinates were scaled from a topographic map and have
 HR0764.an estimated accuracy of +/- 6 seconds.
 HR0764
 HR0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0764.The vertical order pertains to the NGVD 29 superseded value.
 HR0764
 HR0764.The geoid height was determined by GEOID03.
 HR0764
 HR0764;                    North         East    Units  Estimated Accuracy
 HR0764;SPC CA 3     -   635,960.    2,072,780.      MT  (+/- 180 meters Scaled)
 HR0764
 HR0764                          SUPERSEDED SURVEY CONTROL
 HR0764
 HR0764  NGVD 29 (??/??/92) 1509.508  (m)         4952.44   (f) ADJ UNCH    2 0
 HR0764
 HR0764.Superseded values are not recommended for survey control.
 HR0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0764.See file dsdata.txt to determine how the superseded data were derived.
 HR0764
 HR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB642783(NAD 83)
 HR0764_MARKER: DD = SURVEY DISK
 HR0764_SETTING: 66 = SET IN ROCK OUTCROP
 HR0764_SP_SET: ROCK OUTCROP
 HR0764_STAMPING: 4943
 HR0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0764+STABILITY: POSITION/ELEVATION WELL
 HR0764
 HR0764  HISTORY     - Date     Condition        Report By
 HR0764  HISTORY     - UNK      MONUMENTED       USGS
 HR0764  HISTORY     - 1943     GOOD             NGS
 HR0764
 HR0764                          STATION DESCRIPTION
 HR0764
 HR0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0764'2.2 MI WNW FROM EL CAPITAN RANGER STATION.
 HR0764'2.2 MILES WEST-NORTHWEST ALONG BIG OAK FLAT ROAD FROM EL CAPITAN
 HR0764'RANGER STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0764'AT A LOOKOUT POINT WITH AN IRON-PIPE GUARDRAIL, 40 FEET SOUTH
 HR0764'OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE GUARDRAIL,
 HR0764'AND IN THE TOP OF A ROCK OUTCROP.  A CROSS ON THE HIGH EDGE
 HR0764'OF A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HR0764'4943 AND INCLINED AT AN ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0042 ***********************************************************************
 KS0042  DESIGNATION -  4943.0
 KS0042  PID         -  KS0042
 KS0042  STATE/COUNTY-  CA/SIERRA
 KS0042  USGS QUAD   -  CALPINE (1981)
 KS0042
 KS0042                         *CURRENT SURVEY CONTROL
 KS0042  ___________________________________________________________________
 KS0042* NAD 83(1986)-  39 38 20.     (N)    120 26 05.     (W)     SCALED    
 KS0042* NAVD 88     -      1507.548  (meters)    4946.01   (feet)  ADJUSTED  
 KS0042  ___________________________________________________________________
 KS0042  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KS0042  DYNAMIC HT  -        1506.191 (meters)    4941.56  (feet)  COMP
 KS0042  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 KS0042
 KS0042  VERT ORDER  -  SECOND    CLASS 0
 KS0042
 KS0042.The horizontal coordinates were scaled from a topographic map and have
 KS0042.an estimated accuracy of +/- 6 seconds.
 KS0042
 KS0042.The orthometric height was determined by differential leveling
 KS0042.and adjusted in June 1991.
 KS0042
 KS0042.The geoid height was determined by GEOID03.
 KS0042
 KS0042.The dynamic height is computed by dividing the NAVD 88
 KS0042.geopotential number by the normal gravity value computed on the
 KS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0042.degrees latitude (g = 980.6199 gals.).
 KS0042
 KS0042.The modeled gravity was interpolated from observed gravity values.
 KS0042
 KS0042;                    North         East    Units  Estimated Accuracy
 KS0042;SPC CA 2     -   720,090.    2,134,360.      MT  (+/- 180 meters Scaled)
 KS0042
 KS0042                          SUPERSEDED SURVEY CONTROL
 KS0042
 KS0042  NGVD 29 (??/??/??) 1506.470  (m)         4942.48   (f) ADJUSTED    2 0
 KS0042
 KS0042.Superseded values are not recommended for survey control.
 KS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0042.See file dsdata.txt to determine how the superseded data were derived.
 KS0042
 KS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ201908(NAD 83)
 KS0042_MARKER: N = NAIL
 KS0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0042_SP_SET: TREE
 KS0042_MARK LOGO: USGS  
 KS0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0042
 KS0042  HISTORY     - Date     Condition        Report By
 KS0042  HISTORY     - UNK      MONUMENTED       USGS
 KS0042  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0042
 KS0042                          STATION DESCRIPTION
 KS0042
 KS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0042'2 MI N FROM SATTLEY.
 KS0042'2.0 MILES NORTH ALONG STATE HIGHWAY 89 FROM SATTLEY, SIERRA
 KS0042'COUNTY, ON THE WEST SIDE OF THE HIGHWAY, AND IN THE WEST ROOT
 KS0042'OF AN 18-INCH PINE TREE.  A UNITED STATES GEOLOGICAL SURVEY
 KS0042'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0045 ***********************************************************************
 KS0045  DESIGNATION -  4943.7
 KS0045  PID         -  KS0045
 KS0045  STATE/COUNTY-  CA/SIERRA
 KS0045  USGS QUAD   -  CALPINE (1981)
 KS0045
 KS0045                         *CURRENT SURVEY CONTROL
 KS0045  ___________________________________________________________________
 KS0045* NAD 83(1986)-  39 39 00.     (N)    120 25 56.     (W)     SCALED    
 KS0045* NAVD 88     -      1507.721  (meters)    4946.58   (feet)  ADJUSTED  
 KS0045  ___________________________________________________________________
 KS0045  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KS0045  DYNAMIC HT  -        1506.366 (meters)    4942.14  (feet)  COMP
 KS0045  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 KS0045
 KS0045  VERT ORDER  -  SECOND    CLASS 0
 KS0045
 KS0045.The horizontal coordinates were scaled from a topographic map and have
 KS0045.an estimated accuracy of +/- 6 seconds.
 KS0045
 KS0045.The orthometric height was determined by differential leveling
 KS0045.and adjusted in June 1991.
 KS0045
 KS0045.The geoid height was determined by GEOID03.
 KS0045
 KS0045.The dynamic height is computed by dividing the NAVD 88
 KS0045.geopotential number by the normal gravity value computed on the
 KS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0045.degrees latitude (g = 980.6199 gals.).
 KS0045
 KS0045.The modeled gravity was interpolated from observed gravity values.
 KS0045
 KS0045;                    North         East    Units  Estimated Accuracy
 KS0045;SPC CA 2     -   721,330.    2,134,550.      MT  (+/- 180 meters Scaled)
 KS0045
 KS0045                          SUPERSEDED SURVEY CONTROL
 KS0045
 KS0045  NGVD 29 (??/??/??) 1506.645  (m)         4943.05   (f) ADJUSTED    2 0
 KS0045
 KS0045.Superseded values are not recommended for survey control.
 KS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0045.See file dsdata.txt to determine how the superseded data were derived.
 KS0045
 KS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ203920(NAD 83)
 KS0045_MARKER: N = NAIL
 KS0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0045_SP_SET: TREE
 KS0045_MARK LOGO: USGS  
 KS0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0045
 KS0045  HISTORY     - Date     Condition        Report By
 KS0045  HISTORY     - UNK      MONUMENTED       USGS
 KS0045  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0045
 KS0045                          STATION DESCRIPTION
 KS0045
 KS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0045'1 MI S FROM CALPINE.
 KS0045'1.0 MILE SOUTH ALONG STATE HIGHWAY 89 FROM CALPINE, SIERRA
 KS0045'COUNTY, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 KS0045'NORTH SIDE OF A 30-INCH PINE TREE, AND IN THE ROOT.  A UNITED
 KS0045'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0627 ***********************************************************************
 DY0627  DESIGNATION -  495 C OF LB
 DY0627  PID         -  DY0627
 DY0627  STATE/COUNTY-  CA/LOS ANGELES
 DY0627  USGS QUAD   -  LONG BEACH (1981)
 DY0627
 DY0627                         *CURRENT SURVEY CONTROL
 DY0627  ___________________________________________________________________
 DY0627* NAD 83(1986)-  33 46 31.     (N)    118 08 01.     (W)     SCALED    
 DY0627* NAVD 88     -         5.71   (+/-2cm)      18.7    (feet)  VERTCON   
 DY0627  ___________________________________________________________________
 DY0627  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0627  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0627
 DY0627.The horizontal coordinates were scaled from a topographic map and have
 DY0627.an estimated accuracy of +/- 6 seconds.
 DY0627
 DY0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0627.The vertical order pertains to the NGVD 29 superseded value.
 DY0627
 DY0627.The geoid height was determined by GEOID03.
 DY0627
 DY0627;                    North         East    Units  Estimated Accuracy
 DY0627;SPC CA 5     -   530,540.    1,987,620.      MT  (+/- 180 meters Scaled)
 DY0627
 DY0627                          SUPERSEDED SURVEY CONTROL
 DY0627
 DY0627  NGVD 29 (??/??/92)    4.946  (m)           16.23   (f) ADJ UNCH    1 2
 DY0627
 DY0627.Superseded values are not recommended for survey control.
 DY0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0627.See file dsdata.txt to determine how the superseded data were derived.
 DY0627
 DY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT950378(NAD 83)
 DY0627_MARKER: B = BOLT
 DY0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0627_STAMPING: LBBM IV IX V
 DY0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0627+STABILITY: SURFACE MOTION
 DY0627
 DY0627  HISTORY     - Date     Condition        Report By
 DY0627  HISTORY     - UNK      MONUMENTED       CA1970
 DY0627  HISTORY     - 1954     GOOD             NGS
 DY0627  HISTORY     - 20061226 GOOD             GEOCAC
 DY0627
 DY0627                          STATION DESCRIPTION
 DY0627
 DY0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0627'AT LONG BEACH.
 DY0627'AT LONG BEACH, 3.0 MILE EAST ALONG SEVENTH STREET FROM THE
 DY0627'INTERSECTION OF AMERICAN AVENUE, AT THE NORTHEAST CORNER OF THE T
 DY0627'JUNCTION OF FEDERATION DRIVE, IN THE APPROXIMATE CENTER OF THE
 DY0627'SIDEWALK, 21 FEET EAST OF A POINT IN LINE WITH THE EAST CURB
 DY0627'OF THE DRIVE, 2.8 FEET NORTH OF THE NORTH CRUB OF THE STREET, 0.5
 DY0627'FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST, ACCESS
 DY0627'TO WHICH IS HAD THROUGH A 5-INCH PIPE WITH A CAST IRON COVER
 DY0627'MARKED LBBM.
 DY0627
 DY0627                          STATION RECOVERY (2006)
 DY0627
 DY0627'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY0627'RECOVERED IN GOOD CONDITION.  THE MARK HAS BEEN PAINTED IN SUCH A WAY
 DY0627'AS TO MAKE IT IMPOSSIBLE TO VERIFY THE EXPECTED MARKINGS, BUT BASED ON
 DY0627'THE LOCATION, RECOVERED MARK IS THE ONE DESCRIBED. THE COVER IS MARKED
 DY0627'ONLY WITH LB, NOT LBBM AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3582 ***********************************************************************
 HT3582  DESIGNATION -  495.98=383
 HT3582  PID         -  HT3582
 HT3582  STATE/COUNTY-  CA/SANTA CRUZ
 HT3582  USGS QUAD   -  FELTON (1991)
 HT3582
 HT3582                         *CURRENT SURVEY CONTROL
 HT3582  ___________________________________________________________________
 HT3582* NAD 83(1986)-  37 06 18.     (N)    122 01 37.     (W)     SCALED    
 HT3582* NAVD 88     -       153.002  (meters)     501.97   (feet)  ADJUSTED  
 HT3582  ___________________________________________________________________
 HT3582  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HT3582  DYNAMIC HT  -         152.889 (meters)     501.60  (feet)  COMP
 HT3582  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HT3582
 HT3582  VERT ORDER  -  FIRST     CLASS II
 HT3582
 HT3582.The horizontal coordinates were scaled from a topographic map and have
 HT3582.an estimated accuracy of +/- 6 seconds.
 HT3582
 HT3582.The orthometric height was determined by differential leveling
 HT3582.and adjusted in February 1993.
 HT3582
 HT3582.The geoid height was determined by GEOID03.
 HT3582
 HT3582.The dynamic height is computed by dividing the NAVD 88
 HT3582.geopotential number by the normal gravity value computed on the
 HT3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3582.degrees latitude (g = 980.6199 gals.).
 HT3582
 HT3582.The modeled gravity was interpolated from observed gravity values.
 HT3582
 HT3582;                    North         East    Units  Estimated Accuracy
 HT3582;SPC CA 3     -   568,250.    1,864,280.      MT  (+/- 180 meters Scaled)
 HT3582
 HT3582                          SUPERSEDED SURVEY CONTROL
 HT3582
 HT3582  NGVD 29 (10/21/93)  152.167  (m)          499.23   (f) ADJUSTED    1 2
 HT3582
 HT3582.Superseded values are not recommended for survey control.
 HT3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3582.See file dsdata.txt to determine how the superseded data were derived.
 HT3582
 HT3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG864069(NAD 83)
 HT3582_MARKER: DD = SURVEY DISK
 HT3582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT3582_SP_SET: ABUTMENT
 HT3582_STAMPING: 383 495.98
 HT3582_MARK LOGO: CA-087
 HT3582_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3582+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3582
 HT3582  HISTORY     - Date     Condition        Report By
 HT3582  HISTORY     - UNK      MONUMENTED       CA-087
 HT3582  HISTORY     - 19900425 GOOD             NGS
 HT3582
 HT3582                          STATION DESCRIPTION
 HT3582
 HT3582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3582'7.9 KM (4.9 MI) NORTHERLY ALONG ZAYANTE ROAD FROM ITS INTERSECTION
 HT3582'WITH GRAHAM HILL ROAD IN MOUNT HERMON, SET 0.2 M (0.7 FT) EAST OF THE
 HT3582'WEST EDGE OF THE WEST ABUTMENT OF A BRIDGE, 4.6 M (15.1 FT) NORTH OF
 HT3582'THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 HT3582'ROAD, AND 0.1 M (0.3 FT) SOUTH OF THE BRIDGE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0379 ***********************************************************************
 LU0379  DESIGNATION -  496.8 USGS
 LU0379  PID         -  LU0379
 LU0379  STATE/COUNTY-  CA/TEHAMA
 LU0379  USGS QUAD   -  MITCHELL GULCH (1976)
 LU0379
 LU0379                         *CURRENT SURVEY CONTROL
 LU0379  ___________________________________________________________________
 LU0379* NAD 83(1986)-  40 22 03.     (N)    122 24 22.     (W)     SCALED    
 LU0379* NAVD 88     -       152.20   (+/-2cm)     499.3    (feet)  VERTCON   
 LU0379  ___________________________________________________________________
 LU0379  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 LU0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0379
 LU0379.The horizontal coordinates were scaled from a topographic map and have
 LU0379.an estimated accuracy of +/- 6 seconds.
 LU0379
 LU0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0379.The vertical order pertains to the NGVD 29 superseded value.
 LU0379
 LU0379.The geoid height was determined by GEOID03.
 LU0379
 LU0379;                    North         East    Units  Estimated Accuracy
 LU0379;SPC CA 1     -   614,910.    1,965,510.      MT  (+/- 180 meters Scaled)
 LU0379
 LU0379                          SUPERSEDED SURVEY CONTROL
 LU0379
 LU0379  NGVD 29 (??/??/92)  151.424  (m)          496.80   (f) ADJ UNCH    2 0
 LU0379
 LU0379.Superseded values are not recommended for survey control.
 LU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0379.See file dsdata.txt to determine how the superseded data were derived.
 LU0379
 LU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK504687(NAD 83)
 LU0379_MARKER: N = NAIL
 LU0379_SETTING: 0 = UNSPECIFIED SETTING
 LU0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0379
 LU0379  HISTORY     - Date     Condition        Report By
 LU0379  HISTORY     - UNK      MONUMENTED       USGS
 LU0379  HISTORY     - 1949     GOOD             NGS
 LU0379
 LU0379                          STATION DESCRIPTION
 LU0379
 LU0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0379'5.9 MI S FROM OLINDA.
 LU0379'4.1 MILES SOUTH ALONG THE OLD STAGE ROAD FROM THE OLINDA
 LU0379'SCHOOL AT OLINDA, THENCE 0.8 MILE SOUTH ALONG A PRIVATE ROAD
 LU0379'TO THE CASPER RANCH, THENCE 0.5 MILE SOUTH LONG A TRAIL TO
 LU0379'THE BAKER RANCH, THENCE 0.5 MILE SOUTH ALONG THE BAKER RANCH
 LU0379'DRIVEWAY, AT THE JUNCTION OF A COUNTY ROAD, 72 FEET NORTHEAST
 LU0379'OF A 36-INCH PINE TREE AT THE SOUTHEAST END OF A CURVE, 52 FEET
 LU0379'EAST OF THE CENTER OF THE EAST END OF A SMALL WOODEN CULVERT,
 LU0379'25 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD DRIVEN IN THE
 LU0379'NORTHWEST BASE OF A 48-INCH OAK TREE AT A FENCE CORNER, AND
 LU0379'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0046 ***********************************************************************
 KS0046  DESIGNATION -  4964.1
 KS0046  PID         -  KS0046
 KS0046  STATE/COUNTY-  CA/SIERRA
 KS0046  USGS QUAD   -  CALPINE (1981)
 KS0046
 KS0046                         *CURRENT SURVEY CONTROL
 KS0046  ___________________________________________________________________
 KS0046* NAD 83(1986)-  39 39 53.     (N)    120 25 54.     (W)     SCALED    
 KS0046* NAVD 88     -      1513.922  (meters)    4966.93   (feet)  ADJUSTED  
 KS0046  ___________________________________________________________________
 KS0046  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 KS0046  DYNAMIC HT  -        1512.566 (meters)    4962.48  (feet)  COMP
 KS0046  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 KS0046
 KS0046  VERT ORDER  -  SECOND    CLASS 0
 KS0046
 KS0046.The horizontal coordinates were scaled from a topographic map and have
 KS0046.an estimated accuracy of +/- 6 seconds.
 KS0046
 KS0046.The orthometric height was determined by differential leveling
 KS0046.and adjusted in June 1991.
 KS0046
 KS0046.The geoid height was determined by GEOID03.
 KS0046
 KS0046.The dynamic height is computed by dividing the NAVD 88
 KS0046.geopotential number by the normal gravity value computed on the
 KS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0046.degrees latitude (g = 980.6199 gals.).
 KS0046
 KS0046.The modeled gravity was interpolated from observed gravity values.
 KS0046
 KS0046;                    North         East    Units  Estimated Accuracy
 KS0046;SPC CA 2     -   722,960.    2,134,570.      MT  (+/- 180 meters Scaled)
 KS0046
 KS0046                          SUPERSEDED SURVEY CONTROL
 KS0046
 KS0046  NGVD 29 (??/??/??) 1512.851  (m)         4963.41   (f) ADJUSTED    2 0
 KS0046
 KS0046.Superseded values are not recommended for survey control.
 KS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0046.See file dsdata.txt to determine how the superseded data were derived.
 KS0046
 KS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ203936(NAD 83)
 KS0046_MARKER: N = NAIL
 KS0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0046_SP_SET: TREE
 KS0046_MARK LOGO: USGS  
 KS0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0046
 KS0046  HISTORY     - Date     Condition        Report By
 KS0046  HISTORY     - UNK      MONUMENTED       USGS
 KS0046  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0046
 KS0046                          STATION DESCRIPTION
 KS0046
 KS0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0046'AT CALPINE.
 KS0046'AT CALPINE, SIERRA COUNTY, ON THE EAST SIDE OF STATE HIGHWAY
 KS0046'89, BETWEEN THE FRONT OF THE SCHOOLHOUSE AND THE EXPRESS OFFICE,
 KS0046'AND IN THE SOUTHWEST ROOT OF AN 18-INCH PINE TREE.  A UNITED
 KS0046'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0693 ***********************************************************************
 DY0693  DESIGNATION -  498 C OF LB
 DY0693  PID         -  DY0693
 DY0693  STATE/COUNTY-  CA/LOS ANGELES
 DY0693  USGS QUAD   -  LONG BEACH (1981)
 DY0693
 DY0693                         *CURRENT SURVEY CONTROL
 DY0693  ___________________________________________________________________
 DY0693* NAD 83(1986)-  33 49 58.     (N)    118 10 50.     (W)     SCALED    
 DY0693* NAVD 88     -        28.42   (+/-2cm)      93.2    (feet)  VERTCON   
 DY0693  ___________________________________________________________________
 DY0693  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DY0693  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0693
 DY0693.The horizontal coordinates were scaled from a topographic map and have
 DY0693.an estimated accuracy of +/- 6 seconds.
 DY0693
 DY0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0693.The vertical order pertains to the NGVD 29 superseded value.
 DY0693
 DY0693.The geoid height was determined by GEOID03.
 DY0693
 DY0693;                    North         East    Units  Estimated Accuracy
 DY0693;SPC CA 5     -   536,930.    1,983,290.      MT  (+/- 180 meters Scaled)
 DY0693
 DY0693                          SUPERSEDED SURVEY CONTROL
 DY0693
 DY0693  NGVD 29 (??/??/92)   27.663  (m)           90.76   (f) ADJ UNCH    1 2
 DY0693
 DY0693.Superseded values are not recommended for survey control.
 DY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0693.See file dsdata.txt to determine how the superseded data were derived.
 DY0693
 DY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT907442(NAD 83)
 DY0693_MARKER: DD = SURVEY DISK
 DY0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0693_STAMPING: LBBM IV IX VIII
 DY0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0693+STABILITY: SURFACE MOTION
 DY0693
 DY0693  HISTORY     - Date     Condition        Report By
 DY0693  HISTORY     - UNK      MONUMENTED       CA1970
 DY0693  HISTORY     - 1946     GOOD             NGS
 DY0693  HISTORY     - 1961     GOOD             NGS
 DY0693
 DY0693                          STATION DESCRIPTION
 DY0693
 DY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0693'AT LONG BEACH.
 DY0693'AT LONG BEACH, AT NORTHWEST CORNER OF INTERSECTION OF CALIFORNIA
 DY0693'AVENUE AND CARSON STREET, 5.5 FEET WEST OF CURB OF CALIFORNIA
 DY0693'AVENUE, 29.1 FEET NORTH OF CURB LINE OF CARSON STREET, 1.0 FOOT
 DY0693'BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 DY0693'A 4 INCH IRON PIPE, COVERED WITH A CONCRETE COVER.  A 2-INCH
 DY0693'BRASS BOLT, STAMPED LB BM IV IX VIII AND SET IN THE TOP OF A
 DY0693'CONCRETE POST.
 DY0693
 DY0693                          STATION RECOVERY (1961)
 DY0693
 DY0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1119 ***********************************************************************
 DX1119  DESIGNATION -  498.3
 DX1119  PID         -  DX1119
 DX1119  STATE/COUNTY-  CA/SAN DIEGO
 DX1119  USGS QUAD   -  ESCONDIDO (1975)
 DX1119
 DX1119                         *CURRENT SURVEY CONTROL
 DX1119  ___________________________________________________________________
 DX1119* NAD 83(1986)-  33 00 50.     (N)    117 03 33.     (W)     SCALED    
 DX1119* NAVD 88     -       152.50   (+/-2cm)     500.3    (feet)  VERTCON   
 DX1119  ___________________________________________________________________
 DX1119  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DX1119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1119
 DX1119.The horizontal coordinates were scaled from a topographic map and have
 DX1119.an estimated accuracy of +/- 6 seconds.
 DX1119
 DX1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1119.The vertical order pertains to the NGVD 29 superseded value.
 DX1119
 DX1119.The geoid height was determined by GEOID03.
 DX1119
 DX1119;                    North         East    Units  Estimated Accuracy
 DX1119;SPC CA 6     -   594,250.    1,924,400.      MT  (+/- 180 meters Scaled)
 DX1119
 DX1119                          SUPERSEDED SURVEY CONTROL
 DX1119
 DX1119  NGVD 29 (??/??/??)  151.841  (m)          498.17   (f) ADJUSTED    2 0
 DX1119
 DX1119.Superseded values are not recommended for survey control.
 DX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1119.See file dsdata.txt to determine how the superseded data were derived.
 DX1119
 DX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS944528(NAD 83)
 DX1119_MARKER: Q = CHISELED SQUARE
 DX1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1119_SP_SET: CULVERT
 DX1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1119
 DX1119  HISTORY     - Date     Condition        Report By
 DX1119  HISTORY     - UNK      MONUMENTED       USGS
 DX1119  HISTORY     - 1955     GOOD             NGS
 DX1119
 DX1119                          STATION DESCRIPTION
 DX1119
 DX1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1119'5.6 MI N FROM POWAY PARK GROVE.
 DX1119'5.6 MILES NORTH ALONG POMERADO ROAD (OLD U.S. HIGHWAY 395) FROM
 DX1119'BIGSTONE LODGE AT POWAY PARK GROVE, AT THE T JUNCTION OF A
 DX1119'TRACK DIRT ROAD LEADING INTO A FIELD, AT 6- BY 4-FOOT CONCRETE
 DX1119'BOX CULVERT B. 4.75, ON THE TOP OF THE CENTER OF THE WEST
 DX1119'CONCRETE HEAD WALL, 19.5 FEET WEST OF THE CENTER LINE OF POMERADO
 DX1119'ROAD, AND ABOUT LEVEL WITH POMERADO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0280 ***********************************************************************
 HR0280  DESIGNATION -  4996
 HR0280  PID         -  HR0280
 HR0280  STATE/COUNTY-  CA/MONO
 HR0280  USGS QUAD   -  HAMMIL VALLEY (1994)
 HR0280
 HR0280                         *CURRENT SURVEY CONTROL
 HR0280  ___________________________________________________________________
 HR0280* NAD 83(1986)-  37 44 23.     (N)    118 26 22.     (W)     SCALED    
 HR0280* NAVD 88     -      1520.406  (meters)    4988.20   (feet)  ADJUSTED  
 HR0280  ___________________________________________________________________
 HR0280  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 HR0280  DYNAMIC HT  -        1518.683 (meters)    4982.55  (feet)  COMP
 HR0280  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 HR0280
 HR0280  VERT ORDER  -  FIRST     CLASS II
 HR0280
 HR0280.The horizontal coordinates were scaled from a topographic map and have
 HR0280.an estimated accuracy of +/- 6 seconds.
 HR0280
 HR0280.The orthometric height was determined by differential leveling
 HR0280.and adjusted in June 1991.
 HR0280
 HR0280.The geoid height was determined by GEOID03.
 HR0280
 HR0280.The dynamic height is computed by dividing the NAVD 88
 HR0280.geopotential number by the normal gravity value computed on the
 HR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0280.degrees latitude (g = 980.6199 gals.).
 HR0280
 HR0280.The modeled gravity was interpolated from observed gravity values.
 HR0280
 HR0280;                    North         East    Units  Estimated Accuracy
 HR0280;SPC CA 3     -   639,590.    2,181,590.      MT  (+/- 180 meters Scaled)
 HR0280
 HR0280                          SUPERSEDED SURVEY CONTROL
 HR0280
 HR0280  NGVD 29 (??/??/92) 1519.181  (m)         4984.18   (f) ADJ UNCH    1 2
 HR0280
 HR0280.Superseded values are not recommended for survey control.
 HR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0280.See file dsdata.txt to determine how the superseded data were derived.
 HR0280
 HR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB731779(NAD 83)
 HR0280_MARKER: P = PIPE CAP
 HR0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0280_SP_SET: SHALLOW-SET PIPE
 HR0280_STAMPING: 4996
 HR0280_MARK LOGO: USGS  
 HR0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0280
 HR0280  HISTORY     - Date     Condition        Report By
 HR0280  HISTORY     - UNK      MONUMENTED       USGS
 HR0280  HISTORY     - 1955     GOOD             NGS
 HR0280  HISTORY     - 1986     GOOD             NGS
 HR0280
 HR0280                          STATION DESCRIPTION
 HR0280
 HR0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0280'6 MI S FROM BENTON STATION.
 HR0280'5.4 MILES SOUTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF
 HR0280'STATE HIGWAY 120 AT BENTON STATION, THENCE 0.6 MILE SOUTHEAST
 HR0280'ALONG AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED, ON THE
 HR0280'OUTSIDE OF A CURVE, IN A WIDE SANDY WASH, 39 FEET NORTHEAST
 HR0280'OF THE CENTER LINE OF THE RAILROAD BED, 2.0 FEET NORTHWEST OF
 HR0280'A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE RAILROAD BED, AND
 HR0280'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.1 FEET
 HR0280'ABOVE THE GROUND.
 HR0280
 HR0280                          STATION RECOVERY (1986)
 HR0280
 HR0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0280'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0280'ADD--A CAP ON A 3-1/2-INCH IRON PIPE OF UNKNOWN DEPTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0443 ***********************************************************************
 DB0443  DESIGNATION -  5
 DB0443  PID         -  DB0443
 DB0443  STATE/COUNTY-  CA/IMPERIAL
 DB0443  USGS QUAD   -  CALEXICO (1957)
 DB0443
 DB0443                         *CURRENT SURVEY CONTROL
 DB0443  ___________________________________________________________________
 DB0443* NAD 83(1986)-  32 40 00.     (N)    115 29 48.     (W)     SCALED    
 DB0443* NAVD 88     -         2.328  (meters)       7.64   (feet)  READJUSTED
 DB0443  ___________________________________________________________________
 DB0443  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB0443  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 DB0443  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 DB0443
 DB0443  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0443
 DB0443.The horizontal coordinates were scaled from a topographic map and have
 DB0443.an estimated accuracy of +/- 6 seconds.
 DB0443
 DB0443.The orthometric height was determined by differential leveling
 DB0443.and adjusted in January 1995.
 DB0443.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0443.distribution rate of 1.1 thru 2.0 mm/km.
 DB0443.The height was derived from older observations constrained to new
 DB0443.heights in a crustal motion area.  The height is approximate in
 DB0443.relation to other heights in its vicinity.
 DB0443
 DB0443.The geoid height was determined by GEOID03.
 DB0443
 DB0443.The dynamic height is computed by dividing the NAVD 88
 DB0443.geopotential number by the normal gravity value computed on the
 DB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0443.degrees latitude (g = 980.6199 gals.).
 DB0443
 DB0443.The modeled gravity was interpolated from observed gravity values.
 DB0443
 DB0443;                    North         East    Units  Estimated Accuracy
 DB0443;SPC CA 6     -   555,710.    2,070,670.      MT  (+/- 180 meters Scaled)
 DB0443
 DB0443                          SUPERSEDED SURVEY CONTROL
 DB0443
 DB0443  NAVD 88 (06/15/91)    2.378  (m)            7.80   (f) UNKNOWN     1 1
 DB0443  NGVD 29 (??/??/??)    1.659  (m)            5.44   (f) ADJUSTED    1 1
 DB0443
 DB0443.Superseded values are not recommended for survey control.
 DB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0443.See file dsdata.txt to determine how the superseded data were derived.
 DB0443
 DB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS409153(NAD 83)
 DB0443_MARKER: DB = BENCH MARK DISK
 DB0443_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DB0443_SP_SET: BUILDING
 DB0443_STAMPING: 5
 DB0443_MARK LOGO: USGS  
 DB0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0443+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1988
 DB0443
 DB0443  HISTORY     - Date     Condition        Report By
 DB0443  HISTORY     - UNK      MONUMENTED       USGS
 DB0443  HISTORY     - 1971     GOOD             NGS
 DB0443  HISTORY     - 1974     GOOD             NGS
 DB0443  HISTORY     - 1977     GOOD             NGS
 DB0443  HISTORY     - 1981     GOOD             NGS
 DB0443  HISTORY     - 1982     GOOD             CA-025
 DB0443  HISTORY     - 1986     GOOD             CA-025
 DB0443  HISTORY     - 19880310 GOOD             CA-025
 DB0443
 DB0443                          STATION DESCRIPTION
 DB0443
 DB0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DB0443'AT CALEXICO.
 DB0443'AT CALEXICO, AT THE SOUTHWEST CORNER OF THE JUNCTION OF PAULIN
 DB0443'AVENUE AND SECOND STREET, SET VERTICALLY IN THE NORTH FACE OF
 DB0443'THE CONCRETE BUILDING AT 42 SECOND STREET, 12.0 FEET SOUTH OF
 DB0443'THE SOUTH CURB OF THE STREET, 43.0 FEET WEST OF THE WEST CURB
 DB0443'OF PAULIN AVENUE, 3 1/2 FEET WEST OF THE CENTER OF THE ENTRANCE
 DB0443'TO THE BUILDING AND ABOUT 4 FEET HIGHER THAN THE SIDEWALK.
 DB0443'SECTION 13, T 17S, R 14E.
 DB0443
 DB0443                          STATION RECOVERY (1974)
 DB0443
 DB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0443'RECOVERED IN GOOD CONDITION.
 DB0443
 DB0443                          STATION RECOVERY (1977)
 DB0443
 DB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0443'RECOVERED IN GOOD CONDITION.
 DB0443
 DB0443                          STATION RECOVERY (1981)
 DB0443
 DB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0443'RECOVERED IN GOOD CONDITION.
 DB0443
 DB0443                          STATION RECOVERY (1982)
 DB0443
 DB0443'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1982
 DB0443'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 DB0443
 DB0443                          STATION RECOVERY (1986)
 DB0443
 DB0443'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1986
 DB0443'RECOVERED IN GOOD CONDITION.
 DB0443
 DB0443                          STATION RECOVERY (1988)
 DB0443
 DB0443'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0684 ***********************************************************************
 DX0684  DESIGNATION -  5
 DX0684  PID         -  DX0684
 DX0684  STATE/COUNTY-  CA/RIVERSIDE
 DX0684  USGS QUAD   -  INDIO (1972)
 DX0684
 DX0684                         *CURRENT SURVEY CONTROL
 DX0684  ___________________________________________________________________
 DX0684* NAD 83(1986)-  33 42 56.     (N)    116 12 30.     (W)     SCALED    
 DX0684* NAVD 88     -        -6.316  (meters)     -20.72   (feet)  ADJUSTED  
 DX0684  ___________________________________________________________________
 DX0684  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DX0684  DYNAMIC HT  -          -6.309 (meters)     -20.70  (feet)  COMP
 DX0684  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 DX0684  OBS GRAVITY -     979,523.0   (mgal)                       GRAV_OBS
 DX0684
 DX0684  VERT ORDER  -  FIRST     CLASS I
 DX0684
 DX0684.The horizontal coordinates were scaled from a topographic map and have
 DX0684.an estimated accuracy of +/- 6 seconds.
 DX0684
 DX0684.The orthometric height was determined by differential leveling
 DX0684.and adjusted in June 1991.
 DX0684
 DX0684.The geoid height was determined by GEOID03.
 DX0684
 DX0684.The dynamic height is computed by dividing the NAVD 88
 DX0684.geopotential number by the normal gravity value computed on the
 DX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0684.degrees latitude (g = 980.6199 gals.).
 DX0684
 DX0684.The modeled gravity was interpolated from observed gravity values.
 DX0684.The observed gravity was obtained from relative gravimeter ties
 DX0684.to the IGSN71 gravity network.
 DX0684
 DX0684;                    North         East    Units  Estimated Accuracy
 DX0684;SPC CA 6     -   671,780.    2,003,860.      MT  (+/- 180 meters Scaled)
 DX0684
 DX0684                          SUPERSEDED SURVEY CONTROL
 DX0684
 DX0684  NGVD 29 (??/??/92)   -6.981  (m)          -22.90   (f) ADJ UNCH    1 1
 DX0684
 DX0684.Superseded values are not recommended for survey control.
 DX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0684.See file dsdata.txt to determine how the superseded data were derived.
 DX0684
 DX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT733308(NAD 83)
 DX0684_MARKER: DD = SURVEY DISK
 DX0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0684_SP_SET: CONCRETE POST
 DX0684_STAMPING: 5
 DX0684_MARK LOGO: CADH  
 DX0684_PROJECTION: FLUSH
 DX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0684+STABILITY: SURFACE MOTION
 DX0684
 DX0684  HISTORY     - Date     Condition        Report By
 DX0684  HISTORY     - UNK      MONUMENTED       CADH
 DX0684  HISTORY     - 1956     GOOD             NGS
 DX0684  HISTORY     - 1968     GOOD             CA-065
 DX0684  HISTORY     - 1978     GOOD             NGS
 DX0684  HISTORY     - 1988     GOOD             NGS
 DX0684
 DX0684                          STATION DESCRIPTION
 DX0684
 DX0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0684'0.6 MI SE FROM INDIO.
 DX0684'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0684'PACIFIC COMPANY RAILROAD STATION AT INDIO, ABOUT MIDWAY BETWEEN
 DX0684'CALIFORNIA STREET AND THE Y JUNCTION OF STATE HIGHWAY 111, IN
 DX0684'THE APPROXIMATE CENTER OF THE TRAFFIC ISLAND DIVIDING THE
 DX0684'HIGHWAY, ABOUT 5 FEET NORTHWEST OF THE PROLONGATION OF THE
 DX0684'CENTER LINE OF THE DRIVEWAY LEADING SOUTHWEST INTO THE SAN CARLOS
 DX0684'TRAILER PARK, 8.7 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 DX0684'SOUTHWEST TRAFFIC LANE, 8.7 FEET SOUTHWEST OF THE SOUTHWEST
 DX0684'CURB OF THE NORTHEAST TRAFFIC LANE, ABOUT 1/2 FOOT HIGHER THAN
 DX0684'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DX0684'0.1 FOOT ABOVE THE GROUND.
 DX0684
 DX0684                          STATION RECOVERY (1968)
 DX0684
 DX0684'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0684'RECOVERED IN GOOD CONDITION.
 DX0684
 DX0684                          STATION RECOVERY (1978)
 DX0684
 DX0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0684'U.S. HIGHWAY 99 IS STATE HIGHWAY 86.
 DX0684
 DX0684                          STATION RECOVERY (1988)
 DX0684
 DX0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0684'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 KM (0.05
 DX0684'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0684'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, IN THE
 DX0684'MEDIAN OF THE AVENUE, IN FRONT OF A TOYOTA DEALERSHIP, 2.6 M (8.5 FT)
 DX0684'SOUTHWEST OF THE NORTHEAST CURB OF THE MEDIAN, 2.6 M (8.5 FT)
 DX0684'NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN.
 DX0684'THE MARK IS 0.18 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1400 ***********************************************************************
 DX1400  DESIGNATION -  5
 DX1400  PID         -  DX1400
 DX1400  STATE/COUNTY-  CA/RIVERSIDE
 DX1400  USGS QUAD   -  PECHANGA (1988)
 DX1400
 DX1400                         *CURRENT SURVEY CONTROL
 DX1400  ___________________________________________________________________
 DX1400* NAD 83(1986)-  33 29 00.     (N)    117 05 10.     (W)     SCALED    
 DX1400* NAVD 88     -       332.88   (+/-2cm)    1092.1    (feet)  VERTCON   
 DX1400  ___________________________________________________________________
 DX1400  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DX1400  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1400
 DX1400.The horizontal coordinates were scaled from a topographic map and have
 DX1400.an estimated accuracy of +/- 6 seconds.
 DX1400
 DX1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1400.The vertical order pertains to the NGVD 29 superseded value.
 DX1400
 DX1400.The geoid height was determined by GEOID03.
 DX1400
 DX1400;                    North         East    Units  Estimated Accuracy
 DX1400;SPC CA 6     -   646,330.    1,922,300.      MT  (+/- 180 meters Scaled)
 DX1400
 DX1400                          SUPERSEDED SURVEY CONTROL
 DX1400
 DX1400  NGVD 29 (??/??/??)  332.184  (m)         1089.84   (f) ADJUSTED    1 2
 DX1400
 DX1400.Superseded values are not recommended for survey control.
 DX1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1400.See file dsdata.txt to determine how the superseded data were derived.
 DX1400
 DX1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT920048(NAD 83)
 DX1400_MARKER: P = PIPE CAP
 DX1400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1400_STAMPING: VAILCO  1089.54
 DX1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1400
 DX1400  HISTORY     - Date     Condition        Report By
 DX1400  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1400  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1400  HISTORY     - 1967     MARK NOT FOUND   USGS
 DX1400
 DX1400                          STATION DESCRIPTION
 DX1400
 DX1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1400'4.6 MI E FROM TEMECULA.
 DX1400'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1400'POST OFFICE AT TEMECULA, THENCE 2.8 MILES NORTHEAST ALONG STATE
 DX1400'HIGHWAY 71, NEAR AN EAST-WEST FENCE LINE NORTH OF THE HIGHWAY
 DX1400'AND FASTENED TO THE TOP OF AN IRON PIPE.  NOTE-- PROBABLY
 DX1400'DESTROYED BY ROAD EQUIPMENT.
 DX1400
 DX1400                          STATION RECOVERY (1967)
 DX1400
 DX1400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DX1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0772 ***********************************************************************
 JT0772  DESIGNATION -  5
 JT0772  PID         -  JT0772
 JT0772  STATE/COUNTY-  CA/SONOMA
 JT0772  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0772
 JT0772                         *CURRENT SURVEY CONTROL
 JT0772  ___________________________________________________________________
 JT0772* NAD 83(1986)-  38 12 33.     (N)    122 35 20.     (W)     SCALED    
 JT0772* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 JT0772  ___________________________________________________________________
 JT0772  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT0772  VERT ORDER  -  THIRD (See Below)
 JT0772
 JT0772.The horizontal coordinates were scaled from a topographic map and have
 JT0772.an estimated accuracy of +/- 6 seconds.
 JT0772
 JT0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0772.The vertical order pertains to the NGVD 29 superseded value.
 JT0772
 JT0772.The geoid height was determined by GEOID03.
 JT0772
 JT0772;                    North         East    Units  Estimated Accuracy
 JT0772;SPC CA 2     -   560,390.    1,948,420.      MT  (+/- 180 meters Scaled)
 JT0772
 JT0772                          SUPERSEDED SURVEY CONTROL
 JT0772
 JT0772  NGVD 29 (??/??/??)    2.27   (m)            7.4    (f) RESET       3  
 JT0772
 JT0772.Superseded values are not recommended for survey control.
 JT0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0772.See file dsdata.txt to determine how the superseded data were derived.
 JT0772
 JT0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH359291(NAD 83)
 JT0772_MARKER: P = PIPE CAP
 JT0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0772_STAMPING: 7.425 5
 JT0772_MARK LOGO: USGS  
 JT0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0772
 JT0772  HISTORY     - Date     Condition        Report By
 JT0772  HISTORY     - UNK      MONUMENTED       USGS
 JT0772  HISTORY     - 1934     GOOD             CGS
 JT0772  HISTORY     - 1959     GOOD             CGS
 JT0772  HISTORY     - 1986     GOOD             USPSQD
 JT0772
 JT0772                          STATION DESCRIPTION
 JT0772
 JT0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JT0772'3.3 MI SE FROM PETALUMA.
 JT0772'3.3 MILES SOUTHEAST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 JT0772'FROM THE STATION AT PETALUMA, SONOMA COUNTY, AT SURVEY STATION
 JT0772'1775+, AT THE POINT OF A HILL, 150 FEET WEST OF THE MAIN TRACK,
 JT0772'100 FEET EAST OF A 4-FOOT ROCK PROJECTING ABOVE THE GROUND,
 JT0772'AND 30 FEET WEST OF A MARSH AT THE FOOT OF A SMALL KNOLL.  A
 JT0772'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JT0772'STAMPED---7.425 5--- AND RIVETED ON THE TOP OF A
 JT0772'3-1/2 INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 JT0772
 JT0772                          STATION RECOVERY (1959)
 JT0772
 JT0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT0772'RECOVERED IN GOOD CONDITION.
 JT0772
 JT0772                          STATION RECOVERY (1986)
 JT0772
 JT0772'RECOVERY NOTE BY US POWER SQUADRON 1986 (TM)
 JT0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0608 ***********************************************************************
 HS0608  DESIGNATION -  5
 HS0608  PID         -  HS0608
 HS0608  STATE/COUNTY-  CA/STANISLAUS
 HS0608  USGS QUAD   -  SOLYO (1991)
 HS0608
 HS0608                         *CURRENT SURVEY CONTROL
 HS0608  ___________________________________________________________________
 HS0608* NAD 83(1986)-  37 33 34.     (N)    121 16 14.     (W)     SCALED    
 HS0608* NAVD 88     -        58.32   (+/-2cm)     191.3    (feet)  VERTCON   
 HS0608  ___________________________________________________________________
 HS0608  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 HS0608  VERT ORDER  -  THIRD (See Below)
 HS0608
 HS0608.The horizontal coordinates were scaled from a topographic map and have
 HS0608.an estimated accuracy of +/- 6 seconds.
 HS0608
 HS0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0608.The vertical order pertains to the NGVD 29 superseded value.
 HS0608
 HS0608.The geoid height was determined by GEOID03.
 HS0608
 HS0608;                    North         East    Units  Estimated Accuracy
 HS0608;SPC CA 3     -   617,860.    1,931,920.      MT  (+/- 180 meters Scaled)
 HS0608
 HS0608                          SUPERSEDED SURVEY CONTROL
 HS0608
 HS0608  NGVD 29 (??/??/??)   57.56   (m)          188.8    (f) RESET       3  
 HS0608
 HS0608.Superseded values are not recommended for survey control.
 HS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0608.See file dsdata.txt to determine how the superseded data were derived.
 HS0608
 HS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG527583(NAD 83)
 HS0608_MARKER: DB = BENCH MARK DISK
 HS0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0608_SP_SET: CONCRETE PIER
 HS0608_STAMPING: 29.82
 HS0608_MARK LOGO: BOR   
 HS0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0608
 HS0608  HISTORY     - Date     Condition        Report By
 HS0608  HISTORY     - UNK      MONUMENTED       BOR
 HS0608  HISTORY     - 1961     GOOD             NGS
 HS0608  HISTORY     - 1964     GOOD             NGS
 HS0608  HISTORY     - 197412   GOOD             NGS
 HS0608
 HS0608                          STATION DESCRIPTION
 HS0608
 HS0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS0608'8.8 MI S FROM VERNALIS.
 HS0608'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST
 HS0608'OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD,
 HS0608'THENCE 6.05 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE
 HS0608'DELTA-MENDOTA CANAL, 0.1 MILE WEST OF THE CROSSING OF MC CRACKEN
 HS0608'ROAD, AT CHECK GATE NO. 5, IN THE TOP OF THE WEST END OF THE FIRST
 HS0608'CONCRETE PIER SOUTH OF THE NORTHEAST LEVEE, 56 FEET SOUTH OF THE
 HS0608'CENTER LINE OF THE LEVEE ROAD, 1.1 FEET WEST OF THE WEST EDGE OF
 HS0608'THE CAT-WALK, AND ABOUT 3 FEET LOWER THAN THE LEVEE ROAD.
 HS0608
 HS0608                          STATION RECOVERY (1964)
 HS0608
 HS0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS0608'RECOVERED IN GOOD CONDITION.
 HS0608
 HS0608                          STATION RECOVERY (1974)
 HS0608
 HS0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 HS0608'0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE
 HS0608'AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 0.65
 HS0608'MILE SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL,
 HS0608'0.1 MILE WEST OF THE CROSSING OF MCCRACKEN ROAD, AT CHECK GATE NO. 5
 HS0608'IN THE TOP OF THE WEST END OF THE FIRST CONCRETE PIER SOUTH OF THE
 HS0608'NORTHEAST LEVEE ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE LEVEE
 HS0608'ROAD, 1.1 FEET WEST OF THE WEST EDGE OF THE CATWALK, AND ABOUT 3 FEET
 HS0608'LOWER THAN THE LEVEE ROAD.  SECTION 26, T4S, R6E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0615 ***********************************************************************
 HT0615  TIDAL BM    -  This is a Tidal Bench Mark.
 HT0615  DESIGNATION -  5
 HT0615  PID         -  HT0615
 HT0615  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0615  USGS QUAD   -  HUNTERS POINT (1993)
 HT0615
 HT0615                         *CURRENT SURVEY CONTROL
 HT0615  ___________________________________________________________________
 HT0615* NAD 83(1986)-  37 43 45.     (N)    122 21 30.     (W)     SCALED    
 HT0615* NAVD 88     -         4.56   (+/-2cm)      15.0    (feet)  VERTCON   
 HT0615  ___________________________________________________________________
 HT0615  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 HT0615  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0615
 HT0615.The horizontal coordinates were scaled from a topographic map and have
 HT0615.an estimated accuracy of +/- 6 seconds.
 HT0615
 HT0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0615.The vertical order pertains to the NGVD 29 superseded value.
 HT0615
 HT0615.This Tidal Bench Mark is designated as VM 8101
 HT0615.by the Center for Operational Oceanographic Products and Services.
 HT0615
 HT0615.The geoid height was determined by GEOID03.
 HT0615
 HT0615;                    North         East    Units  Estimated Accuracy
 HT0615;SPC CA 3     -   638,040.    1,836,200.      MT  (+/- 180 meters Scaled)
 HT0615
 HT0615                          SUPERSEDED SURVEY CONTROL
 HT0615
 HT0615  NGVD 29 (??/??/92)    3.738  (m)           12.26   (f) ADJ UNCH    1 2
 HT0615
 HT0615.Superseded values are not recommended for survey control.
 HT0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0615.See file dsdata.txt to determine how the superseded data were derived.
 HT0615
 HT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG565759(NAD 83)
 HT0615_MARKER: DB = BENCH MARK DISK
 HT0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0615_SP_SET: BUILDING
 HT0615_STAMPING: 5 1941
 HT0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0615
 HT0615  HISTORY     - Date     Condition        Report By
 HT0615  HISTORY     - 1941     MONUMENTED       CGS
 HT0615  HISTORY     - 1956     GOOD             NGS
 HT0615
 HT0615                          STATION DESCRIPTION
 HT0615
 HT0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0615'AT HUNTERS POINT.
 HT0615'AT HUNTERS POINT, AT THE SAN FRANCISCO NAVAL SHIPYARDS, ON THE
 HT0615'SOUTH SIDE OF A LARGE CONCRETE AND METAL MACHINE SHOP BUILDING
 HT0615'NO. 231, AT DOOR 16, IN THE TOP OF THE NORTHWEST CORNER OF THE
 HT0615'CONCRETE LOADING PLATFORM, 6.2 FEET EAST OF THE EAST RAIL OF
 HT0615'A RAILROAD TRACK LEADING THROUGH THE BUILDING, 0.5 FOOT SOUTH
 HT0615'OF THE SOUTH WALL OF THE BUILDING, AND ABOUT 3 FEET HIGHER
 HT0615'THAN THE ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0336 ***********************************************************************
 JT0336  DESIGNATION -  5
 JT0336  PID         -  JT0336
 JT0336  STATE/COUNTY-  CA/SOLANO
 JT0336  USGS QUAD   -  MARE ISLAND (1980)
 JT0336
 JT0336                         *CURRENT SURVEY CONTROL
 JT0336  ___________________________________________________________________
 JT0336* NAD 83(1986)-  38 05 54.     (N)    122 15 35.     (W)     SCALED    
 JT0336* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 JT0336  ___________________________________________________________________
 JT0336  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JT0336  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0336
 JT0336.The horizontal coordinates were scaled from a topographic map and have
 JT0336.an estimated accuracy of +/- 6 seconds.
 JT0336
 JT0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0336.The vertical order pertains to the NGVD 29 superseded value.
 JT0336
 JT0336.The geoid height was determined by GEOID03.
 JT0336
 JT0336;                    North         East    Units  Estimated Accuracy
 JT0336;SPC CA 2     -   547,950.    1,977,220.      MT  (+/- 180 meters Scaled)
 JT0336
 JT0336                          SUPERSEDED SURVEY CONTROL
 JT0336
 JT0336  NGVD 29 (??/??/92)    3.819  (m)           12.53   (f) ADJ UNCH    1 2
 JT0336
 JT0336.Superseded values are not recommended for survey control.
 JT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0336.See file dsdata.txt to determine how the superseded data were derived.
 JT0336
 JT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH649169(NAD 83)
 JT0336_MARKER: DD = SURVEY DISK
 JT0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0336_SP_SET: SIDEWALK
 JT0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0336
 JT0336  HISTORY     - Date     Condition        Report By
 JT0336  HISTORY     - UNK      MONUMENTED       CA4020
 JT0336  HISTORY     - 1950     GOOD             NGS
 JT0336  HISTORY     - 1961     GOOD             NGS
 JT0336  HISTORY     - 1986     GOOD             USPSQD
 JT0336  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0336
 JT0336                          STATION DESCRIPTION
 JT0336
 JT0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0336'AT VALLEJO.
 JT0336'AT VALLEJO, AT THE NORTHEAST CORNER OF THE JUNCTION OF
 JT0336'PENNSYLVANIA AND SANTA CLARA STREETS, IN THE TOP OF THE SOUTHWEST
 JT0336'EDGE OF THE CONCRETE SIDEWALK, 7.4 FEET EAST OF A POINT IN
 JT0336'LINE WITH THE WEST EDGE OF THE EAST CURB OF SANTA CLARA
 JT0336'STREET, 2.6 FEET NORTH OF A POINT IN LINE WITH THE SOUTH EDGE
 JT0336'OF THE NORTH CURB OF PENNSYLVANIA STREET, AND 0.8 FOOT NORTHEAST
 JT0336'OF THE SOUTHWEST EDGE OF A ROUNDED CURB.
 JT0336
 JT0336                          STATION RECOVERY (1961)
 JT0336
 JT0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0336'RECOVERED IN GOOD CONDITION.
 JT0336
 JT0336                          STATION RECOVERY (1986)
 JT0336
 JT0336'RECOVERY NOTE BY US POWER SQUADRON 1986 (TM)
 JT0336'RECOVERED IN GOOD CONDITION.
 JT0336
 JT0336                          STATION RECOVERY (1987)
 JT0336
 JT0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2058 ***********************************************************************
 HS2058  DESIGNATION -  5
 HS2058  PID         -  HS2058
 HS2058  STATE/COUNTY-  CA/STANISLAUS
 HS2058  USGS QUAD   -  OAKDALE (1987)
 HS2058
 HS2058                         *CURRENT SURVEY CONTROL
 HS2058  ___________________________________________________________________
 HS2058* NAD 83(1986)-  37 46 32.     (N)    120 48 54.     (W)     SCALED    
 HS2058* NAVD 88     -        57.91   (+/-2cm)     190.0    (feet)  VERTCON   
 HS2058  ___________________________________________________________________
 HS2058  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 HS2058  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2058
 HS2058.The horizontal coordinates were scaled from a topographic map and have
 HS2058.an estimated accuracy of +/- 6 seconds.
 HS2058
 HS2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2058.The vertical order pertains to the NGVD 29 superseded value.
 HS2058
 HS2058.The geoid height was determined by GEOID03.
 HS2058
 HS2058;                    North         East    Units  Estimated Accuracy
 HS2058;SPC CA 3     -   641,610.    1,972,250.      MT  (+/- 180 meters Scaled)
 HS2058
 HS2058                          SUPERSEDED SURVEY CONTROL
 HS2058
 HS2058  NGVD 29 (??/??/92)   57.147  (m)          187.49   (f) ADJ UNCH    1 2
 HS2058
 HS2058.Superseded values are not recommended for survey control.
 HS2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2058.See file dsdata.txt to determine how the superseded data were derived.
 HS2058
 HS2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG924831(NAD 83)
 HS2058_MARKER: B = BOLT
 HS2058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2058_SP_SET: CULVERT
 HS2058_STAMPING: 187.23
 HS2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2058
 HS2058  HISTORY     - Date     Condition        Report By
 HS2058  HISTORY     - UNK      MONUMENTED       OID
 HS2058  HISTORY     - 1946     GOOD             NGS
 HS2058  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2058
 HS2058                          STATION DESCRIPTION
 HS2058
 HS2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HS2058'1.8 MI E FROM OAKDALE.
 HS2058'1.8 MILES EAST ALONG THE STATE HIGHWAY NO. 120 FROM THE SOUTHERN
 HS2058'PACIFIC RAILROAD STATION AT OAKDALE, ABOUT HALF WAY BETWEEN TWO
 HS2058'CURVES, 39.0 FEET EAST OF POWER POLE NO. 69, 21.0 FEET SOUTH
 HS2058'OF THE CENTER LINE OF THE HIGHWAY, AN IRON BOLT SET IN A LARGE
 HS2058'WASHER IN THE TOP AND ABOUT THE MIDDLE OF THE SOUTH CONCRETE
 HS2058'HEADWALL OF CULVERT NO. 78+78, AND ABOUT 2 FEET ABOVE THE
 HS2058'HIGHWAY.  NOTE-- THE PREVIOUS REFERENCE OF CULVERT 78+18 HAS BEEN
 HS2058'FOUND TO BE 78+78.
 HS2058
 HS2058                          STATION RECOVERY (1986)
 HS2058
 HS2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2058'NOT RECOVERED.  THE DESCRIBED HEADWALL COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0787 ***********************************************************************
 HR0787  DESIGNATION -  5
 HR0787  PID         -  HR0787
 HR0787  STATE/COUNTY-  CA/TUOLUMNE
 HR0787  USGS QUAD   -  CHERRY LAKE SOUTH (1992)
 HR0787
 HR0787                         *CURRENT SURVEY CONTROL
 HR0787  ___________________________________________________________________
 HR0787* NAD 83(1986)-  37 58 36.     (N)    119 54 21.     (W)     SCALED    
 HR0787* NAVD 88     -      1440.02   (+/-2cm)    4724.5    (feet)  VERTCON   
 HR0787  ___________________________________________________________________
 HR0787  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 HR0787  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0787
 HR0787.The horizontal coordinates were scaled from a topographic map and have
 HR0787.an estimated accuracy of +/- 6 seconds.
 HR0787
 HR0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0787.The vertical order pertains to the NGVD 29 superseded value.
 HR0787
 HR0787.The geoid height was determined by GEOID03.
 HR0787
 HR0787;                    North         East    Units  Estimated Accuracy
 HR0787;SPC CA 3     -   664,050.    2,052,200.      MT  (+/- 180 meters Scaled)
 HR0787
 HR0787                          SUPERSEDED SURVEY CONTROL
 HR0787
 HR0787  NGVD 29 (??/??/92) 1439.054  (m)         4721.30   (f) ADJ UNCH    1 2
 HR0787
 HR0787.Superseded values are not recommended for survey control.
 HR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0787.See file dsdata.txt to determine how the superseded data were derived.
 HR0787
 HR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC447072(NAD 83)
 HR0787_MARKER: DD = SURVEY DISK
 HR0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HR0787_SP_SET: SANDSTONE OUTCROP LEDGE
 HR0787_STAMPING: 5
 HR0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0787
 HR0787  HISTORY     - Date     Condition        Report By
 HR0787  HISTORY     - UNK      MONUMENTED       HHWS
 HR0787  HISTORY     - 1956     GOOD             NGS
 HR0787
 HR0787                          STATION DESCRIPTION
 HR0787
 HR0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0787'0.6 MI E FROM CHERRY VALLEY CAMP.
 HR0787'0.6 MILE EAST ALONG ELEANOR ROAD FROM THE CAMPHOUSE AT CHERRY
 HR0787'VALLEY CAMP, AT THE EAST END OF THE DAM, ON THE OUTSIDE OF A
 HR0787'SHARP CURVE, IN LINE WITH THE PROLONGATION OF THE CENTER LINE
 HR0787'OF THE DAM, IN THE TOP OF A LEDGE ON THE WEST SLOPE OF A MASSIVE
 HR0787'SANDSTONE OUTCROP, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 HR0787'ROAD, ABOUT 3 FEET HIGHER THAN THE GROUND, AND ABOUT 3 FEET
 HR0787'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0114 ***********************************************************************
 HR0114  DESIGNATION -  5
 HR0114  PID         -  HR0114
 HR0114  STATE/COUNTY-  CA/MONO
 HR0114  USGS QUAD   -  JUNE LAKE (1994)
 HR0114
 HR0114                         *CURRENT SURVEY CONTROL
 HR0114  ___________________________________________________________________
 HR0114* NAD 83(1986)-  37 48 40.     (N)    119 03 07.     (W)     SCALED    
 HR0114* NAVD 88     -      2353.05   (+/-2cm)    7720.0    (feet)  VERTCON   
 HR0114  ___________________________________________________________________
 HR0114  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 HR0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0114
 HR0114.The horizontal coordinates were scaled from a topographic map and have
 HR0114.an estimated accuracy of +/- 6 seconds.
 HR0114
 HR0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0114.The vertical order pertains to the NGVD 29 superseded value.
 HR0114
 HR0114.The geoid height was determined by GEOID03.
 HR0114
 HR0114;                    North         East    Units  Estimated Accuracy
 HR0114;SPC CA 3     -   646,500.    2,127,500.      MT  (+/- 180 meters Scaled)
 HR0114
 HR0114                          SUPERSEDED SURVEY CONTROL
 HR0114
 HR0114  NGVD 29 (??/??/92) 2351.567  (m)         7715.10   (f) ADJ UNCH    1 2
 HR0114
 HR0114.Superseded values are not recommended for survey control.
 HR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0114.See file dsdata.txt to determine how the superseded data were derived.
 HR0114
 HR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB193868(NAD 83)
 HR0114_MARKER: DD = SURVEY DISK
 HR0114_SETTING: 80 = SET IN A BOULDER
 HR0114_SP_SET: BOULDER
 HR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0114+STABILITY: SURFACE MOTION
 HR0114
 HR0114  HISTORY     - Date     Condition        Report By
 HR0114  HISTORY     - UNK      MONUMENTED       CA1980
 HR0114  HISTORY     - 1932     GOOD             NGS
 HR0114
 HR0114                          STATION DESCRIPTION
 HR0114
 HR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 HR0114'10.9 MI S FROM LEEVINING.
 HR0114'AT KERRINGTON SERVICE STATION.  THIRTY THREE FEET WEST OF
 HR0114'CENTER OF HIGHWAY 30 FT NORTH OF NORTHEAST CORNER OF SERVICE
 HR0114'STATION.  78 FT NORTH OF CENTER OF ROAD LEADING TO JUNE LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3138 ***********************************************************************
 AB3138  DESIGNATION -  5
 AB3138  PID         -  AB3138
 AB3138  STATE/COUNTY-  CA/LOS ANGELES
 AB3138  USGS QUAD   -  OAT MOUNTAIN (1969)
 AB3138
 AB3138                         *CURRENT SURVEY CONTROL
 AB3138  ___________________________________________________________________
 AB3138* NAD 83(1986)-  34 15 45.     (N)    118 33 53.     (W)     SCALED    
 AB3138* NAVD 88     -       333.279  (meters)    1093.43   (feet)  ADJUSTED  
 AB3138  ___________________________________________________________________
 AB3138  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AB3138  DYNAMIC HT  -         332.915 (meters)    1092.24  (feet)  COMP
 AB3138  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 AB3138
 AB3138  VERT ORDER  -  THIRD
 AB3138
 AB3138.The horizontal coordinates were scaled from a topographic map and have
 AB3138.an estimated accuracy of +/- 6 seconds.
 AB3138
 AB3138.The orthometric height was determined by differential leveling
 AB3138.and adjusted in November 1996.
 AB3138
 AB3138.The geoid height was determined by GEOID03.
 AB3138
 AB3138.The dynamic height is computed by dividing the NAVD 88
 AB3138.geopotential number by the normal gravity value computed on the
 AB3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3138.degrees latitude (g = 980.6199 gals.).
 AB3138
 AB3138.The modeled gravity was interpolated from observed gravity values.
 AB3138
 AB3138;                    North         East    Units  Estimated Accuracy
 AB3138;SPC CA 5     -   584,730.    1,947,990.      MT  (+/- 180 meters Scaled)
 AB3138
 AB3138                          SUPERSEDED SURVEY CONTROL
 AB3138
 AB3138.No superseded survey control is available for this station.
 AB3138
 AB3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT559923(NAD 83)
 AB3138_MARKER: DD = SURVEY DISK
 AB3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3138_STAMPING: 5
 AB3138_MARK LOGO: MWDSC 
 AB3138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3138+STABILITY: SURFACE MOTION
 AB3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3138+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3138
 AB3138  HISTORY     - Date     Condition        Report By
 AB3138  HISTORY     - 1994     MONUMENTED       MWDSC
 AB3138
 AB3138                          STATION DESCRIPTION
 AB3138
 AB3138'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (VJH)
 AB3138'CHATSWORTH, NEAR THE INTERSECTION OF CHATSWORTH ST AND CORBIN AVE, 500
 AB3138'FEET (152.4 M) SOUTHWEST ON HILL ABOVE PORTER ESTATES DIRT DAM AT THE
 AB3138'END OF CHATSWORTH ST PRODUCED.  A 3 INCH MWDSC BRASS DISK STAMPED 5,
 AB3138'FLUSH IN TOP OF A 12 INCH DIA CONCRETE POST, 0.4 FOOT (12.2 CM) ABOVE
 AB3138'GROUND AND A CARSONITE WITNESS POST 2 FEET (0.6 M) SOUTHERLY OF POINT.
 AB3138'REF MWD FB 4032 01 006.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8699 ***********************************************************************
 AB8699  DESIGNATION -  5
 AB8699  PID         -  AB8699
 AB8699  STATE/COUNTY-  CA/ORANGE
 AB8699  USGS QUAD   -  LAGUNA BEACH (1981)
 AB8699
 AB8699                         *CURRENT SURVEY CONTROL
 AB8699  ___________________________________________________________________
 AB8699* NAD 83(1986)-  33 37 20.     (N)    117 50 35.     (W)     SCALED    
 AB8699* NAVD 88     -       110.018  (meters)     360.95   (feet)  ADJUSTED  
 AB8699  ___________________________________________________________________
 AB8699  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AB8699  DYNAMIC HT  -         109.904 (meters)     360.58  (feet)  COMP
 AB8699  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 AB8699
 AB8699  VERT ORDER  -  THIRD
 AB8699
 AB8699.The horizontal coordinates were scaled from a topographic map and have
 AB8699.an estimated accuracy of +/- 6 seconds.
 AB8699
 AB8699.The orthometric height was determined by differential leveling
 AB8699.and adjusted in February 1997.
 AB8699
 AB8699.The geoid height was determined by GEOID03.
 AB8699
 AB8699.The dynamic height is computed by dividing the NAVD 88
 AB8699.geopotential number by the normal gravity value computed on the
 AB8699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8699.degrees latitude (g = 980.6199 gals.).
 AB8699
 AB8699.The modeled gravity was interpolated from observed gravity values.
 AB8699
 AB8699;                    North         East    Units  Estimated Accuracy
 AB8699;SPC CA 6     -   662,560.    1,852,190.      MT  (+/- 180 meters Scaled)
 AB8699
 AB8699                          SUPERSEDED SURVEY CONTROL
 AB8699
 AB8699.No superseded survey control is available for this station.
 AB8699
 AB8699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT218205(NAD 83)
 AB8699_MARKER: DB = BENCH MARK DISK
 AB8699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8699_STAMPING: 5
 AB8699_MARK LOGO: MWDSC 
 AB8699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8699+STABILITY: SURFACE MOTION
 AB8699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8699+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1994
 AB8699
 AB8699  HISTORY     - Date     Condition        Report By
 AB8699  HISTORY     - 1989     MONUMENTED       MWDSC
 AB8699  HISTORY     - 19940324 GOOD             MWDSC
 AB8699
 AB8699                          STATION DESCRIPTION
 AB8699
 AB8699'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB8699'NEWPORT BEACH, 0.2 MILE (0.3 KM) EAST ALONG FORD RD FROM THE
 AB8699'INTERSECTION WITH SAN MIGUEL DR TO THE ENTRANCE ROAD TO MWDSC SAN
 AB8699'JOAQUIN RESERVOIR LOCKED GATE, THEN 0.62 MILE (1.00 KM) SOUTH ALONG
 AB8699'ENTRANCE RD TO THE RESERVOIR CONTROL BUILDING, ON EAST SIDE OF
 AB8699'BUILDING ACROSS THE PARKING LOT 200 FEET (61.0 M) EAST AND 45 FEET
 AB8699'(13.7 M) VERTICALLY UP THE HILL OVER LOOKING THE CONTROL BUILDING, 30
 AB8699'FEET (9.1 M) WEST OF CHAIN LINK FENCE.  FOUND A MWDSC 3 INCH BRASS
 AB8699'DISK STAMPED 5 SET FLUSH IN TOP OF A 1 FOOT (0.3 M) SQUARE CONCRETE
 AB8699'MONUMENT, 0.2 FOOT (6.1 CM) ABOVE GROUND AND 2 FEET (0.6 M) EAST OF A
 AB8699'CARSONITE WITNESS POST.  REFERENCE MWD FB 2526 03 023.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV9314 ***********************************************************************
 EV9314  DESIGNATION -  5 1
 EV9314  PID         -  EV9314
 EV9314  STATE/COUNTY-  CA/SAN BERNARDINO
 EV9314  USGS QUAD   -  YUCAIPA (1996)
 EV9314
 EV9314                         *CURRENT SURVEY CONTROL
 EV9314  ___________________________________________________________________
 EV9314* NAD 83(1986)-  34 00 57.     (N)    117 02 42.     (W)     SCALED    
 EV9314* NAVD 88     -       769.809  (meters)    2525.61   (feet)  ADJUSTED  
 EV9314  ___________________________________________________________________
 EV9314  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EV9314  DYNAMIC HT  -         768.862 (meters)    2522.51  (feet)  COMP
 EV9314  MODELED GRAV-     979,380.1   (mgal)                       NAVD 88
 EV9314
 EV9314  VERT ORDER  -  FIRST     CLASS II
 EV9314
 EV9314.The horizontal coordinates were scaled from a topographic map and have
 EV9314.an estimated accuracy of +/- 6 seconds.
 EV9314
 EV9314.The orthometric height was determined by differential leveling
 EV9314.and adjusted in May 1994.
 EV9314
 EV9314.The geoid height was determined by GEOID03.
 EV9314
 EV9314.The dynamic height is computed by dividing the NAVD 88
 EV9314.geopotential number by the normal gravity value computed on the
 EV9314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV9314.degrees latitude (g = 980.6199 gals.).
 EV9314
 EV9314.The modeled gravity was interpolated from observed gravity values.
 EV9314
 EV9314;                    North         East    Units  Estimated Accuracy
 EV9314;SPC CA 5     -   557,640.    2,088,210.      MT  (+/- 180 meters Scaled)
 EV9314
 EV9314                          SUPERSEDED SURVEY CONTROL
 EV9314
 EV9314.No superseded survey control is available for this station.
 EV9314
 EV9314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT958639(NAD 83)
 EV9314_MARKER: DD = SURVEY DISK
 EV9314_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV9314_SP_SET: CURB
 EV9314_STAMPING: NO. 5-1
 EV9314_MARK LOGO: CA-071
 EV9314_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV9314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV9314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV9314+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 EV9314
 EV9314  HISTORY     - Date     Condition        Report By
 EV9314  HISTORY     - UNK      MONUMENTED       CA-071
 EV9314  HISTORY     - 19921214 GOOD             MWDSC
 EV9314  HISTORY     - 20030824 GOOD             USPSQD
 EV9314
 EV9314                          STATION DESCRIPTION
 EV9314
 EV9314'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV9314'YUCAIPA, NEAR THE INTERSECTION OF WEST AVE.  F AND 2ND ST., 630 FEET
 EV9314'(192.0 M) WEST OF THE CENTERLINE OF 2ND ST. AND 32 FEET (9.8 M)
 EV9314'NORTH OF THE CENTERLINE OF WEST AVE.  F, 21.2 FEET (6.5 M) EAST OF
 EV9314'THE WEST END OF CURB NEAR THE WEST END OF THE MOBILE HOME PARK, 14.7
 EV9314'FEET (4.5 M) SOUTH OF CONCRETE BLOCK WALL, 21 FEET (6.4 M) EAST AND
 EV9314'65 FEET (19.8 M) NORTH OF POWER POLE NUMBER 1338657E.  FOUND A 2 INCH
 EV9314'BRASS DISK SET FLUSH IN TOP OF CURB.
 EV9314
 EV9314                          STATION RECOVERY (2003)
 EV9314
 EV9314'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAR)
 EV9314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4740 ***********************************************************************
 DX4740  DESIGNATION -  5 10 12
 DX4740  PID         -  DX4740
 DX4740  STATE/COUNTY-  CA/ORANGE
 DX4740  USGS QUAD   -  ORANGE (1981)
 DX4740
 DX4740                         *CURRENT SURVEY CONTROL
 DX4740  ___________________________________________________________________
 DX4740* NAD 83(1992)-  33 45 17.37638(N)    117 52 04.03174(W)     ADJUSTED  
 DX4740* NAVD 88     -        76.52   (+/-2cm)     251.0    (feet)  VERTCON   
 DX4740  ___________________________________________________________________
 DX4740  EPOCH DATE  -        1991.35
 DX4740  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 DX4740  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DX4740  HORZ ORDER  -  SECOND
 DX4740  VERT ORDER  -  THIRD ? (See Below)
 DX4740
 DX4740.The horizontal coordinates were established by classical geodetic methods
 DX4740.and adjusted by the National Geodetic Survey in June 1996.
 DX4740.The horizontal coordinates are valid at the epoch date displayed above.
 DX4740.The epoch date for horizontal control is a decimal equivalence
 DX4740.of Year/Month/Day.
 DX4740
 DX4740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4740.The vertical order pertains to the NGVD 29 superseded value.
 DX4740
 DX4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4740
 DX4740.The geoid height was determined by GEOID03.
 DX4740
 DX4740;                    North         East     Units Scale Factor Converg.
 DX4740;SPC CA 6     -   677,296.975 1,850,121.968   MT  0.99998104   -0 53 20.4
 DX4740;SPC CA 6     - 2,222,098.49  6,069,941.82   sFT  0.99998104   -0 53 20.4
 DX4740;UTM  11      - 3,735,310.389   419,631.105   MT  0.99967963   -0 28 55.9
 DX4740
 DX4740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4740!SPC CA 6     -   0.99999347  x   0.99998104  =   0.99997451
 DX4740!UTM  11      -   0.99999347  x   0.99967963  =   0.99967310
 DX4740
 DX4740:                Primary Azimuth Mark                     Grid Az
 DX4740:SPC CA 6     -  5 10 13                                  206 36 11.7
 DX4740:UTM  11      -  5 10 13                                  206 11 47.2
 DX4740
 DX4740|---------------------------------------------------------------------|
 DX4740| PID    Reference Object                     Distance      Geod. Az  |
 DX4740|                                                           dddmmss.s |
 DX4740| DX4597 5 10 13                             APPROX. 2.0 KM 2054251.3 |
 DX4740|---------------------------------------------------------------------|
 DX4740
 DX4740                          SUPERSEDED SURVEY CONTROL
 DX4740
 DX4740  NAD 83(1986)-  33 45 17.37691(N)    117 52 04.03144(W) AD(1984.00) 2
 DX4740  NAD 27      -  33 45 17.31480(N)    117 52 00.82920(W) AD(       ) 2
 DX4740  NGVD 29 (07/19/86)   75.81   (m)          248.7    (f) LEVELING    3  
 DX4740
 DX4740.Superseded values are not recommended for survey control.
 DX4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4740.See file dsdata.txt to determine how the superseded data were derived.
 DX4740
 DX4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1963135310(NAD 83)
 DX4740_MARKER: Z = SEE DESCRIPTION
 DX4740_SETTING: 0 = UNSPECIFIED SETTING
 DX4740
 DX4740  HISTORY     - Date     Condition        Report By
 DX4740  HISTORY     - 1974     MONUMENTED       CA-059
 DX4740
 DX4740                          STATION DESCRIPTION
 DX4740
 DX4740'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4740'THE STATION IS LOCATED ON THE ROOF OF THE CROCKER BANK IN
 DX4740'DOWNTOWN SANTA ANA AT 1200 NORTH MAIN STREET.
 DX4740'
 DX4740'TO REACH THE STATION PROCEED TO THE SOUTHWEST CORNER OF THE
 DX4740'INTERSECTION OF MAIN STREET AND WASHINGTON AVENUE TO EAST
 DX4740'ENTRANCE OF CROCKER BANK.  ACQUIRE KEY FROM MISS DENICE BIERL
 DX4740'BUILDING MANAGER, PHONE (714) 835-2072, IN SUITE 904.  PROCEED TO
 DX4740'RIGHT FROM HER OFFICE TO STAIRWAY TO ROOF.  A TWENTY-FOUR HOUR
 DX4740'NOTICE IS REQUIRED FOR NIGHTTIME WORK.
 DX4740'
 DX4740'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4740'5-10-12 FEB 1974, EPOXIED TO THE ROOF 13.0 FEET WEST OF THE EAST
 DX4740'PARAPET WALL AND 4 FEET NORTH OF THE SOUTH PARAPET WALL.
 DX4740'
 DX4740'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4740'5-10-12 FEB 1974, IS EPOXIED TO THE TOP OF A 3.5 FEET HIGH
 DX4740'PARAPET WALL 32.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 DX4740'BUILDING.
 DX4740'
 DX4740'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4740'5-10-12 FEB 1974, IS EPOXIED TO THE TOP OF A 3.5 FEET HIGH PARAPET
 DX4740'WALL AT THE SOUTHEAST CORNER OF THE BUILDING.
 DX4740'
 DX4740'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4740'5-10-12 FEB 1974, IS EPOXIED TO THE TOP OF THE 3.5 FEET HIGH
 DX4740'PARAPET WALL 36.5 FEET WEST OF THE SOUTHEAST CORNER OF THE
 DX4740'BUILDING.
 DX4740'
 DX4740'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4597 ***********************************************************************
 DX4597  DESIGNATION -  5 10 13
 DX4597  PID         -  DX4597
 DX4597  STATE/COUNTY-  CA/ORANGE
 DX4597  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4597
 DX4597                         *CURRENT SURVEY CONTROL
 DX4597  ___________________________________________________________________
 DX4597* NAD 83(1992)-  33 44 19.23132(N)    117 52 37.54711(W)     ADJUSTED  
 DX4597* NAVD 88     -        35.38   (+/-2cm)     116.1    (feet)  VERTCON   
 DX4597  ___________________________________________________________________
 DX4597  EPOCH DATE  -        1991.35
 DX4597  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 DX4597  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DX4597  HORZ ORDER  -  SECOND
 DX4597  VERT ORDER  -  THIRD ? (See Below)
 DX4597
 DX4597.The horizontal coordinates were established by classical geodetic methods
 DX4597.and adjusted by the National Geodetic Survey in June 1996.
 DX4597.The horizontal coordinates are valid at the epoch date displayed above.
 DX4597.The epoch date for horizontal control is a decimal equivalence
 DX4597.of Year/Month/Day.
 DX4597
 DX4597.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4597.The vertical order pertains to the NGVD 29 superseded value.
 DX4597
 DX4597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4597
 DX4597.The geoid height was determined by GEOID03.
 DX4597
 DX4597;                    North         East     Units Scale Factor Converg.
 DX4597;SPC CA 6     -   675,519.171 1,849,231.585   MT  0.99997902   -0 53 38.8
 DX4597;SPC CA 6     - 2,216,265.81  6,067,020.63   sFT  0.99997902   -0 53 38.8
 DX4597;UTM  11      - 3,733,526.842   418,753.632   MT  0.99968138   -0 29 13.8
 DX4597
 DX4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4597!SPC CA 6     -   0.99999994  x   0.99997902  =   0.99997896
 DX4597!UTM  11      -   0.99999994  x   0.99968138  =   0.99968132
 DX4597
 DX4597|---------------------------------------------------------------------|
 DX4597| PID    Reference Object                     Distance      Geod. Az  |
 DX4597|                                                           dddmmss.s |
 DX4597| CC3113 5 10 13 RM 1                         14.922 METERS 00202     |
 DX4597| DX4745 SANTA ANA CO CTHSE FLAGPOLE         APPROX. 1.3 KM 0075648.0 |
 DX4597| CC3114 5 10 13 RM 2                         14.306 METERS 09400     |
 DX4597| DX4596 SANTA ANA PARKVIEW CH STEEPLE       APPROX. 1.9 KM 1791609.6 |
 DX4597|---------------------------------------------------------------------|
 DX4597
 DX4597                          SUPERSEDED SURVEY CONTROL
 DX4597
 DX4597  NAD 83(1986)-  33 44 19.23196(N)    117 52 37.54688(W) AD(1984.00) 2
 DX4597  NAD 27      -  33 44 19.16890(N)    117 52 34.34440(W) AD(       ) 2
 DX4597  NGVD 29 (07/19/86)   34.68   (m)          113.8    (f) LEVELING    3  
 DX4597
 DX4597.Superseded values are not recommended for survey control.
 DX4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4597.See file dsdata.txt to determine how the superseded data were derived.
 DX4597
 DX4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1875433527(NAD 83)
 DX4597_MARKER: Z = SEE DESCRIPTION
 DX4597_SETTING: 0 = UNSPECIFIED SETTING
 DX4597
 DX4597  HISTORY     - Date     Condition        Report By
 DX4597  HISTORY     - 1974     MONUMENTED       CA-059
 DX4597
 DX4597                          STATION DESCRIPTION
 DX4597
 DX4597'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4597'THE STATION IS LOCATED ON THE ROOF OF THE LOWELL ELEMENTARY SCHOOL
 DX4597'AT 915 WEST RICHLAND STREET IN SANTA ANA.
 DX4597'
 DX4597'TO REACH THE STATION FROM THE INTERSECTION OF MC FADDEN AVENUE
 DX4597'AND FLOWER STREET, PROCEED NORTH ON FLOWER TO RICHLAND STREET,
 DX4597'TURN LEFT AND PARKING LOT AND SCHOOL GROUNDS WILL BE ON THE
 DX4597'RIGHT.  ACCESS TO ROOF TOP IS VIA A STAIRWAY ALONG THE NORTH SIDE
 DX4597'OF THE 2-STORY BUILDING.  TURN RIGHT AT TOP OF STAIRS, ENTER
 DX4597'JANITOR STORAGE ROOM AND CLIMB A LADDER LEADING TO ROOF
 DX4597'HATCH.  STOP AT THE OFFICE BEFORE ENTERING AND ASK FOR
 DX4597'CUSTODIAN FOR ESCORT.  MR. TED BEASLEY, PRINCIPAL, PHONE (714)
 DX4597'588-5841, SHOULD BE INFORMED OF FUTURE REOCCUPATIONS.
 DX4597'
 DX4597'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4597'5-10-13 MAR 1974, EPOXIED TO THE ROOF 50.0 FEET WEST AND 21.0 FEET
 DX4597'NORTH OF THE SOUTHEAST CORNER OF THE ROOF BETWEEN AIR CONDITIONING
 DX4597'UNITS 5, 6 8 AND 9.
 DX4597'
 DX4597'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4597'5-10-13 1974, IS EPOXIED TO THE ROOF 4.6 FEET SOUTH OF THE SOUTH
 DX4597'EDGE OF NORTH WALL AND 4.9 FEET WEST OF WEST EDGE OF AIR
 DX4597'CONDITIONING UNIT.  RM 1 IS 0.81 FEET LOWER THAN STATION.
 DX4597'
 DX4597'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4597'5-10-13 1974, IS EPOXIED TO THE ROOF 4.3 FEET WEST OF EAST WALL
 DX4597'AND 3.9 FEET SOUTHEAST OF CENTER OF A VENT.  RM 2 IS 1.14 FEET
 DX4597'LOWER THAN THE STATION.
 DX4597'
 DX4597'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4620 ***********************************************************************
 DX4620  DESIGNATION -  5 10 19
 DX4620  PID         -  DX4620
 DX4620  STATE/COUNTY-  CA/ORANGE
 DX4620  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4620
 DX4620                         *CURRENT SURVEY CONTROL
 DX4620  ___________________________________________________________________
 DX4620* NAD 83(1992)-  33 43 43.32732(N)    117 57 22.45322(W)     ADJUSTED  
 DX4620* NAVD 88     -        20.41   (+/-2cm)      67.0    (feet)  VERTCON   
 DX4620  ___________________________________________________________________
 DX4620  EPOCH DATE  -        1991.35
 DX4620  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 DX4620  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DX4620  HORZ ORDER  -  SECOND
 DX4620  VERT ORDER  -  THIRD ? (See Below)
 DX4620
 DX4620.The horizontal coordinates were established by classical geodetic methods
 DX4620.and adjusted by the National Geodetic Survey in June 1996.
 DX4620.The horizontal coordinates are valid at the epoch date displayed above.
 DX4620.The epoch date for horizontal control is a decimal equivalence
 DX4620.of Year/Month/Day.
 DX4620
 DX4620.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4620.The vertical order pertains to the NGVD 29 superseded value.
 DX4620
 DX4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4620
 DX4620.The geoid height was determined by GEOID03.
 DX4620
 DX4620;                    North         East     Units Scale Factor Converg.
 DX4620;SPC CA 6     -   674,530.345 1,841,880.875   MT  0.99997780   -0 56 15.4
 DX4620;SPC CA 6     - 2,213,021.64  6,042,904.17   sFT  0.99997780   -0 56 15.4
 DX4620;UTM  11      - 3,732,486.156   411,412.253   MT  0.99969675   -0 31 51.6
 DX4620
 DX4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4620!SPC CA 6     -   1.00000234  x   0.99997780  =   0.99998014
 DX4620!UTM  11      -   1.00000234  x   0.99969675  =   0.99969909
 DX4620
 DX4620:                Primary Azimuth Mark                     Grid Az
 DX4620:SPC CA 6     -  HUNTINGTON BEACH SPIRE                   217 45 35.6
 DX4620:UTM  11      -  HUNTINGTON BEACH SPIRE                   217 21 11.8
 DX4620
 DX4620|---------------------------------------------------------------------|
 DX4620| PID    Reference Object                     Distance      Geod. Az  |
 DX4620|                                                           dddmmss.s |
 DX4620| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 7.1 KM 2164920.2 |
 DX4620|---------------------------------------------------------------------|
 DX4620
 DX4620                          SUPERSEDED SURVEY CONTROL
 DX4620
 DX4620  NAD 83(1986)-  33 43 43.32838(N)    117 57 22.45191(W) AD(1984.00) 2
 DX4620  NAD 27      -  33 43 43.26720(N)    117 57 19.24280(W) AD(       ) 2
 DX4620  NGVD 29 (07/19/86)   19.73   (m)           64.7    (f) LEVELING    3  
 DX4620
 DX4620.Superseded values are not recommended for survey control.
 DX4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4620.See file dsdata.txt to determine how the superseded data were derived.
 DX4620
 DX4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1141232486(NAD 83)
 DX4620_MARKER: Z = SEE DESCRIPTION
 DX4620_SETTING: 0 = UNSPECIFIED SETTING
 DX4620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4620
 DX4620  HISTORY     - Date     Condition        Report By
 DX4620  HISTORY     - 1974     MONUMENTED       CA-059
 DX4620
 DX4620                          STATION DESCRIPTION
 DX4620
 DX4620'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4620'THE STATION IS LOCATED ATOP THE ROOF OF THE WOOLCO DEPARTMENT
 DX4620'STORE AT 16061 BROOKHURST STREET IN FOUNTAIN VALLEY.
 DX4620'
 DX4620'TO REACH THE STATION PROCEED TO THE SOUTHWEST CORNER OF BROOKHURST
 DX4620'STREET AND EDINGER AVENUE.  THE ASSISTANT MANAGER, MR. BILL SETO
 DX4620'OF WOOLCO DEPARTMENT STORE SHOULD BE CALLED (PHONE NUMBER (714)
 DX4620'839-9000) BEFORE OCCUPATION.  PROCEED TO THE REAR OF BUILDING
 DX4620'ON WEST SIDE TO A TRASH COMPACTOR.  THE DIFFERENT LEVELS MAY BE
 DX4620'CLIMBED WITHOUT A LADDER TO THE ROOF.
 DX4620'
 DX4620'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4620'5-10-19 MAR 1974, EPOXIED TO THE ROOF 6 FEET NORTH AND 6 FEET
 DX4620'WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 DX4620'
 DX4620'NO REFERENCE MARKS WERE SET.
 DX4620'
 DX4620'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4758 ***********************************************************************
 DX4758  DESIGNATION -  5 10 2
 DX4758  PID         -  DX4758
 DX4758  STATE/COUNTY-  CA/ORANGE
 DX4758  USGS QUAD   -  ANAHEIM (1981)
 DX4758
 DX4758                         *CURRENT SURVEY CONTROL
 DX4758  ___________________________________________________________________
 DX4758* NAD 83(1992)-  33 46 27.22275(N)    117 53 23.32783(W)     ADJUSTED  
 DX4758* NAVD 88     -        37.39   (+/-2cm)     122.7    (feet)  VERTCON   
 DX4758  ___________________________________________________________________
 DX4758  EPOCH DATE  -        1991.35
 DX4758  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 DX4758  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DX4758  HORZ ORDER  -  SECOND
 DX4758  VERT ORDER  -  THIRD ? (See Below)
 DX4758
 DX4758.The horizontal coordinates were established by classical geodetic methods
 DX4758.and adjusted by the National Geodetic Survey in June 1996.
 DX4758.The horizontal coordinates are valid at the epoch date displayed above.
 DX4758.The epoch date for horizontal control is a decimal equivalence
 DX4758.of Year/Month/Day.
 DX4758
 DX4758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4758.The vertical order pertains to the NGVD 29 superseded value.
 DX4758
 DX4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4758
 DX4758.The geoid height was determined by GEOID03.
 DX4758
 DX4758;                    North         East     Units Scale Factor Converg.
 DX4758;SPC CA 6     -   679,480.557 1,848,115.340   MT  0.99998358   -0 54 04.0
 DX4758;SPC CA 6     - 2,229,262.46  6,063,358.41   sFT  0.99998358   -0 54 04.0
 DX4758;UTM  11      - 3,737,479.024   417,609.640   MT  0.99968368   -0 29 40.9
 DX4758
 DX4758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4758!SPC CA 6     -   0.99999963  x   0.99998358  =   0.99998321
 DX4758!UTM  11      -   0.99999963  x   0.99968368  =   0.99968331
 DX4758
 DX4758:                Primary Azimuth Mark                     Grid Az
 DX4758:SPC CA 6     -  ANAHEIM BIG A SCOREBOARD LT              013 43 36.6
 DX4758:UTM  11      -  ANAHEIM BIG A SCOREBOARD LT              013 19 13.5
 DX4758
 DX4758|---------------------------------------------------------------------|
 DX4758| PID    Reference Object                     Distance      Geod. Az  |
 DX4758|                                                           dddmmss.s |
 DX4758| DX4754 ANAHEIM BIG A SCOREBOARD LT         APPROX. 3.1 KM 0124932.6 |
 DX4758| CC3115 5 10 2 RM 1                           8.881 METERS 01708     |
 DX4758| CC3116 5 10 2 RM 2                           8.056 METERS 12613     |
 DX4758| CC3117 5 10 2 RM 3                          28.536 METERS 29306     |
 DX4758| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 0.8 KM 3363118.3 |
 DX4758| CC3118 5 10 2 RM 4                          30.233 METERS 35236     |
 DX4758|---------------------------------------------------------------------|
 DX4758
 DX4758                          SUPERSEDED SURVEY CONTROL
 DX4758
 DX4758  NAD 83(1986)-  33 46 27.22333(N)    117 53 23.32730(W) AD(1984.00) 2
 DX4758  NAD 27      -  33 46 27.16380(N)    117 53 20.12270(W) AD(       ) 2
 DX4758  NGVD 29 (07/19/86)   36.70   (m)          120.4    (f) LEVELING    3  
 DX4758
 DX4758.Superseded values are not recommended for survey control.
 DX4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4758.See file dsdata.txt to determine how the superseded data were derived.
 DX4758
 DX4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1761037479(NAD 83)
 DX4758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4758
 DX4758  HISTORY     - Date     Condition        Report By
 DX4758  HISTORY     - 1974     MONUMENTED       CA-059
 DX4758  HISTORY     - 20040302 MARK NOT FOUND   GEOCAC
 DX4758
 DX4758                          STATION DESCRIPTION
 DX4758
 DX4758'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4758'THE STATION IS LOCATED ABOUT 0.4 MILE WEST OF BRISTOL STREET ON
 DX4758'MEMORY LANE IN ORANGE.
 DX4758'
 DX4758'TO REACH THE STATION FROM BRISTOL STREET, PROCEED 0.4 MILE WEST
 DX4758'ON MEMORY LANE TO THE WEST END OF BRIDGE OVERCROSSING THE SANTA ANA
 DX4758'RIVER.  STATION IS AT THE END OF ASPHALT BERM 15 FEET WEST OF THE
 DX4758'NORTHWEST CORNER OF BRIDGE.
 DX4758'
 DX4758'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DX4758'5-10-2 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH CONCRETE
 DX4758'CYLINDER THAT IS LEVEL WITH THE TOP OF BERM.  THE UNDERGROUND
 DX4758'MARK IS SET IN THE TOP OF A CONCRETE MASS ABOUT 3 FEET BELOW THE
 DX4758'GROUND SURFACE.  THE MARK IS 2.0 FEET NORTH OF A 6 INCH ASPHALT
 DX4758'BERM AND 12.0 FEET SOUTHEAST OF POWER POLE 191670E.
 DX4758'
 DX4758'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4758'5-10-2 1974, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE FLUSH
 DX4758'WITH THE GROUND.  THE MARK IS 7.6 FEET NORTHEAST OF POWER POLE
 DX4758'191671E, 6.0 FEET NORTHWEST AND 11.4 FEET SOUTHWEST OF TWO
 DX4758'EVERGREEN TREES.
 DX4758'
 DX4758'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4758'5-10-2 1974, IS SET FLUSH IN TOP OF CONCRETE BRIDGE DECK.  THE
 DX4758'MARK IS IN LINE WITH THE I BEAM GUARD RAIL POSTS, 10.7 FEET EAST
 DX4758'OF THE WEST EDGE AND 4.8 FEET SOUTH OF THE NORTHWEST EDGE OF
 DX4758'BRIDGE.
 DX4758'
 DX4758'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4758'5-10-2 1974, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE FLUSH
 DX4758'WITH THE GROUND.  THE MARK IS 26.0 FEET EAST NORTH EAST OF POWER
 DX4758'POLE 652807, 12.3 FEET NORTH OF NORTH FACE OF ASPHALT BERM AND
 DX4758'5.8 FEET NORTHWEST FROM GUY WIRE ANCHOR.
 DX4758'
 DX4758'SA-191-70 O CO, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED OR CO BM
 DX4758'SA191-70, IS SET IN TOP OF A 6 INCH BLOCK OF CONCRETE 2.0 FEET
 DX4758'ABOVE THE GROUND.  THE MARK IS 22.5 FEET NORTHWEST FROM A STEEL
 DX4758'POST AND 15.9 FEET SOUTHWEST OF ANOTHER STEEL POST, BOTH
 DX4758'SUPPORTING A CABLE FENCE.
 DX4758'
 DX4758'HEIGHT OF LIGHT ABOVE STATION MARK 0.96 METER.
 DX4758
 DX4758                          STATION RECOVERY (2004)
 DX4758
 DX4758'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DX4758'STATION MARK NOT FOUND.  RM 2 RECOVERED AS DESCRIBED.  OTHER RM'S NOT
 DX4758'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4610 ***********************************************************************
 DX4610  DESIGNATION -  5 10 21
 DX4610  PID         -  DX4610
 DX4610  STATE/COUNTY-  CA/ORANGE
 DX4610  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4610
 DX4610                         *CURRENT SURVEY CONTROL
 DX4610  ___________________________________________________________________
 DX4610* NAD 83(1992)-  33 43 48.59223(N)    117 55 15.79024(W)     ADJUSTED  
 DX4610* NAVD 88     -        29.14   (+/-2cm)      95.6    (feet)  VERTCON   
 DX4610  ___________________________________________________________________
 DX4610  EPOCH DATE  -        1991.35
 DX4610  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 DX4610  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DX4610  HORZ ORDER  -  SECOND
 DX4610  VERT ORDER  -  THIRD ? (See Below)
 DX4610
 DX4610.The horizontal coordinates were established by classical geodetic methods
 DX4610.and adjusted by the National Geodetic Survey in June 1996.
 DX4610.The horizontal coordinates are valid at the epoch date displayed above.
 DX4610.The epoch date for horizontal control is a decimal equivalence
 DX4610.of Year/Month/Day.
 DX4610
 DX4610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4610.The vertical order pertains to the NGVD 29 superseded value.
 DX4610
 DX4610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4610
 DX4610.The geoid height was determined by GEOID03.
 DX4610
 DX4610;                    North         East     Units Scale Factor Converg.
 DX4610;SPC CA 6     -   674,639.728 1,845,143.753   MT  0.99997798   -0 55 05.8
 DX4610;SPC CA 6     - 2,213,380.51  6,053,609.13   sFT  0.99997798   -0 55 05.8
 DX4610;UTM  11      - 3,732,618.659   414,673.344   MT  0.99968975   -0 30 41.3
 DX4610
 DX4610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4610!SPC CA 6     -   1.00000095  x   0.99997798  =   0.99997893
 DX4610!UTM  11      -   1.00000095  x   0.99968975  =   0.99969070
 DX4610
 DX4610:                Primary Azimuth Mark                     Grid Az
 DX4610:SPC CA 6     -  ORANGE RAD STA KORJ MAST                 025 31 21.9
 DX4610:UTM  11      -  ORANGE RAD STA KORJ MAST                 025 06 57.4
 DX4610
 DX4610|---------------------------------------------------------------------|
 DX4610| PID    Reference Object                     Distance      Geod. Az  |
 DX4610|                                                           dddmmss.s |
 DX4610| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 6.2 KM 0243616.1 |
 DX4610| DX4745 SANTA ANA CO CTHSE FLAGPOLE         APPROX. 4.8 KM 0615342.9 |
 DX4610|---------------------------------------------------------------------|
 DX4610
 DX4610                          SUPERSEDED SURVEY CONTROL
 DX4610
 DX4610  NAD 83(1986)-  33 43 48.59314(N)    117 55 15.78952(W) AD(1984.00) 2
 DX4610  NAD 27      -  33 43 48.53070(N)    117 55 12.58310(W) AD(       ) 2
 DX4610  NGVD 29 (07/19/86)   28.46   (m)           93.4    (f) LEVELING    3  
 DX4610
 DX4610.Superseded values are not recommended for survey control.
 DX4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4610.See file dsdata.txt to determine how the superseded data were derived.
 DX4610
 DX4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1467332619(NAD 83)
 DX4610_MARKER: Z = SEE DESCRIPTION
 DX4610_SETTING: 0 = UNSPECIFIED SETTING
 DX4610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4610
 DX4610  HISTORY     - Date     Condition        Report By
 DX4610  HISTORY     - 1974     MONUMENTED       CA-059
 DX4610
 DX4610                          STATION DESCRIPTION
 DX4610
 DX4610'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4610'THE STATION IS LOCATED ATOP THE ZODYS DEPARTMENT STORE AT 16111
 DX4610'HARBOR BOULEVARD IN FOUNTAIN VALLEY.
 DX4610'
 DX4610'TO REACH THE STATION, PROCEED NORTH ON HARBOR BOULEVARD 0.1 MILE
 DX4610'FROM EDINGER AVENUE TO THE ZODYS DEPARTMENT STORE ON THE LEFT JUST
 DX4610'SOUTH OF LILAC AVENUE.  ENTRANCE TO THE BUILDING IS THROUGH THE
 DX4610'SHIPPING AND RECEIVING DOORS AT NORTHWEST CORNER OF THE BUILDING
 DX4610'WHERE THEY WILL SIGN YOU IN AND GIVE YOU A BADGE (ONE DOLLAR DEPOSIT
 DX4610'OR DRIVERS LICENSE) AND AN ESCORT.  CONTINUE SOUTH ALONG A
 DX4610'CORRIDOR TO A STAIRWAY TO THE TOP, THEN TURN RIGHT THROUGH A
 DX4610'DOOR INTO THE AIR CONDITIONING ROOM AND UP VERTICAL LADDER
 DX4610'MOUNTED ON WEST WALL LEADING TO ROOF HATCH.  AN ALUMINUM LADDER
 DX4610'IS STORED UNDER THE OVERHANG TO ASCEND TO UPPER LEVEL AND
 DX4610'MARK.  MR. C. MALONE, MANAGER, SHOULD BE CALLED BEFORE
 DX4610'REOCCUPYING THIS STATION.  PHONE (714) 531-3143.
 DX4610'
 DX4610'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4610'5-10-21 MAR 1974, EPOXIED ON THE APEX OF THE HIGHEST PORTION OF
 DX4610'ROOF 8.0 FEET EAST OF THE WEST PARAPET WALL.
 DX4610'
 DX4610'NO REFERENCE MARKS WERE SET DUE TO THE FACT IT IS A SECURED
 DX4610'BUILDING.
 DX4610'
 DX4610'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4604 ***********************************************************************
 DX4604  DESIGNATION -  5 10 23
 DX4604  PID         -  DX4604
 DX4604  STATE/COUNTY-  CA/ORANGE
 DX4604  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4604
 DX4604                         *CURRENT SURVEY CONTROL
 DX4604  ___________________________________________________________________
 DX4604* NAD 83(1992)-  33 43 21.27350(N)    117 53 58.48067(W)     ADJUSTED  
 DX4604* NAVD 88     -        34.52   (+/-2cm)     113.3    (feet)  VERTCON   
 DX4604  ___________________________________________________________________
 DX4604  EPOCH DATE  -        1991.35
 DX4604  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 DX4604  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DX4604  HORZ ORDER  -  SECOND
 DX4604  VERT ORDER  -  THIRD ? (See Below)
 DX4604
 DX4604.The horizontal coordinates were established by classical geodetic methods
 DX4604.and adjusted by the National Geodetic Survey in June 1996.
 DX4604.The horizontal coordinates are valid at the epoch date displayed above.
 DX4604.The epoch date for horizontal control is a decimal equivalence
 DX4604.of Year/Month/Day.
 DX4604
 DX4604.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4604.The vertical order pertains to the NGVD 29 superseded value.
 DX4604
 DX4604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4604
 DX4604.The geoid height was determined by GEOID03.
 DX4604
 DX4604;                    North         East     Units Scale Factor Converg.
 DX4604;SPC CA 6     -   673,766.461 1,847,120.345   MT  0.99997708   -0 54 23.3
 DX4604;SPC CA 6     - 2,210,515.46  6,060,094.00   sFT  0.99997708   -0 54 23.3
 DX4604;UTM  11      - 3,731,759.701   416,655.513   MT  0.99968563   -0 29 58.0
 DX4604
 DX4604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4604!SPC CA 6     -   1.00000009  x   0.99997708  =   0.99997717
 DX4604!UTM  11      -   1.00000009  x   0.99968563  =   0.99968572
 DX4604
 DX4604:                Primary Azimuth Mark                     Grid Az
 DX4604:SPC CA 6     -  SANTA ANA CO CTHSE FLAGPOLE              036 58 09.9
 DX4604:UTM  11      -  SANTA ANA CO CTHSE FLAGPOLE              036 33 44.6
 DX4604
 DX4604|---------------------------------------------------------------------|
 DX4604| PID    Reference Object                     Distance      Geod. Az  |
 DX4604|                                                           dddmmss.s |
 DX4604| DX4745 SANTA ANA CO CTHSE FLAGPOLE         APPROX. 3.9 KM 0360346.6 |
 DX4604| DX4596 SANTA ANA PARKVIEW CH STEEPLE       APPROX. 2.1 KM 0934838.3 |
 DX4604|---------------------------------------------------------------------|
 DX4604
 DX4604                          SUPERSEDED SURVEY CONTROL
 DX4604
 DX4604  NAD 83(1986)-  33 43 21.27439(N)    117 53 58.48038(W) AD(1984.00) 2
 DX4604  NAD 27      -  33 43 21.21060(N)    117 53 55.27610(W) AD(       ) 2
 DX4604  NGVD 29 (07/19/86)   33.83   (m)          111.0    (f) LEVELING    3  
 DX4604
 DX4604.Superseded values are not recommended for survey control.
 DX4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4604.See file dsdata.txt to determine how the superseded data were derived.
 DX4604
 DX4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1665631760(NAD 83)
 DX4604_MARKER: Z = SEE DESCRIPTION
 DX4604_SETTING: 0 = UNSPECIFIED SETTING
 DX4604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4604
 DX4604  HISTORY     - Date     Condition        Report By
 DX4604  HISTORY     - 1974     MONUMENTED       CA-059
 DX4604
 DX4604                          STATION DESCRIPTION
 DX4604
 DX4604'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4604'THE STATION IS LOCATED ON THE ROOF OF THE AUDITORIUM AT SANTA ANA
 DX4604'VALLEY HIGH SCHOOL AT 1801 SOUTH GREENVILLE STREET.
 DX4604'
 DX4604'TO REACH THE STATION, PROCEED SOUTH ON GREENVILLE STREET 0.2 MILE
 DX4604'FROM EDINGER AVENUE TO THE SANTA ANA VALLEY HIGH SCHOOL
 DX4604'GROUNDS.  THE 70 FOOT HIGH AUDITORIUM IS SITUATED NEAR THE
 DX4604'SOUTHEAST CORNER OF THE COMPLEX.  CONTACT OFFICE FOR MR. STU
 DX4604'HYSLOP TO LET YOU INTO THE BUILDING AND A KEY (NUMBER 2035) WILL
 DX4604'BE NEEDED FOR THE ROOF HATCH.  ENTER BUILDING AT THE NORTHWEST
 DX4604'CORNER.  AT THE NORTHWEST CORNER OF BACK STAGE, AN ATTACHED
 DX4604'LADDER LEADS TO ROOF HATCH.  MR. JOHN DAYWALT, PRINCIPAL, PHONE
 DX4604'NUMBER (714) 558-5771, SHOULD BE CALLED PRIOR TO OCCUPYING
 DX4604'STATION.
 DX4604'
 DX4604'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4604'5-10-23 MAR 1974, EPOXIED TO THE ROOF 11.0 FEET WEST AND 12.0
 DX4604'FEET SOUTH OF THE NORTHEAST CORNER OF THE HIGHEST PORTION OF THE
 DX4604'ROOF OF THE AUDITORIUM.
 DX4604'
 DX4604'NO REFERENCE MARKS WERE SET DUE TO THE FACT IT IS A SECURED
 DX4604'BUILDING.
 DX4604'
 DX4604'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4463 ***********************************************************************
 DX4463  DESIGNATION -  5 10 25
 DX4463  PID         -  DX4463
 DX4463  STATE/COUNTY-  CA/ORANGE
 DX4463  USGS QUAD   -  TUSTIN (1981)
 DX4463
 DX4463                         *CURRENT SURVEY CONTROL
 DX4463  ___________________________________________________________________
 DX4463* NAD 83(1992)-  33 42 45.53907(N)    117 52 24.74266(W)     ADJUSTED  
 DX4463* NAVD 88     -        31.34   (+/-2cm)     102.8    (feet)  VERTCON   
 DX4463  ___________________________________________________________________
 DX4463  EPOCH DATE  -        1991.35
 DX4463  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 DX4463  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DX4463  HORZ ORDER  -  SECOND
 DX4463  VERT ORDER  -  THIRD ? (See Below)
 DX4463
 DX4463.The horizontal coordinates were established by classical geodetic methods
 DX4463.and adjusted by the National Geodetic Survey in June 1996.
 DX4463.The horizontal coordinates are valid at the epoch date displayed above.
 DX4463.The epoch date for horizontal control is a decimal equivalence
 DX4463.of Year/Month/Day.
 DX4463
 DX4463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4463.The vertical order pertains to the NGVD 29 superseded value.
 DX4463
 DX4463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4463
 DX4463.The geoid height was determined by GEOID03.
 DX4463
 DX4463;                    North         East     Units Scale Factor Converg.
 DX4463;SPC CA 6     -   672,627.753 1,849,516.188   MT  0.99997592   -0 53 31.8
 DX4463;SPC CA 6     - 2,206,779.55  6,067,954.36   sFT  0.99997592   -0 53 31.8
 DX4463;UTM  11      - 3,730,638.375   419,058.682   MT  0.99968077   -0 29 05.5
 DX4463
 DX4463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4463!SPC CA 6     -   1.00000057  x   0.99997592  =   0.99997649
 DX4463!UTM  11      -   1.00000057  x   0.99968077  =   0.99968134
 DX4463
 DX4463:                Primary Azimuth Mark                     Grid Az
 DX4463:SPC CA 6     -  SANTA ANA RAD STA MAST KYMS              020 29 49.8
 DX4463:UTM  11      -  SANTA ANA RAD STA MAST KYMS              020 05 23.5
 DX4463
 DX4463|---------------------------------------------------------------------|
 DX4463| PID    Reference Object                     Distance      Geod. Az  |
 DX4463|                                                           dddmmss.s |
 DX4463| DX4738 SANTA ANA RAD STA MAST KYMS         APPROX. 5.1 KM 0193618.0 |
 DX4463| DX4596 SANTA ANA PARKVIEW CH STEEPLE       APPROX. 1.0 KM 3422230.6 |
 DX4463|---------------------------------------------------------------------|
 DX4463
 DX4463                          SUPERSEDED SURVEY CONTROL
 DX4463
 DX4463  NAD 83(1986)-  33 42 45.53978(N)    117 52 24.74267(W) AD(1984.00) 2
 DX4463  NAD 27      -  33 42 45.47440(N)    117 52 21.54160(W) AD(       ) 2
 DX4463  NGVD 29 (07/19/86)   30.64   (m)          100.5    (f) LEVELING    3  
 DX4463
 DX4463.Superseded values are not recommended for survey control.
 DX4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4463.See file dsdata.txt to determine how the superseded data were derived.
 DX4463
 DX4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1905930638(NAD 83)
 DX4463_MARKER: Z = SEE DESCRIPTION
 DX4463_SETTING: 0 = UNSPECIFIED SETTING
 DX4463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4463
 DX4463  HISTORY     - Date     Condition        Report By
 DX4463  HISTORY     - 1974     MONUMENTED       CA-059
 DX4463  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX4463  HISTORY     - 20061104 MARK NOT FOUND   GEOCAC
 DX4463
 DX4463                          STATION DESCRIPTION
 DX4463
 DX4463'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4463'THE STATION IS LOCATED ON A METAL SILO AT THE JAW-BAR PLASTICS
 DX4463'CORPORATION IN SOUTH SANTA ANA AT 2551 SOUTH GARNSEY STREET.
 DX4463'
 DX4463'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH GARNEY STREET
 DX4463'AND WARNER AVENUE, PROCEED SOUTH 0.1 MILE TO PLANT ON THE
 DX4463'LEFT.  PARK ON THE EAST SIDE OF THE PLANT NEAR THE TWO METAL
 DX4463'CYLINDRICAL SILOS.  ENTER PLANT TO OBTAIN PERMISSION TO CLIMB
 DX4463'LADDER ON SOUTH SILO.  VICE PRESIDENT, ROBERT R. KEADLE, SHOULD
 DX4463'BE PHONED (714) 556-8700 PRIOR TO OCCUPATION.  PLANT IS OPEN
 DX4463'TWENTY-FOUR HOURS A DAY.
 DX4463'
 DX4463'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4463'5-10-25 FEB 1974, EPOXIED TO THE CENTER FIXTURE OF THE 60 FOOT
 DX4463'HIGH SILO.  DUCK BOARDS ARE NEEDED FOR THE OBSERVATIONS.
 DX4463'
 DX4463'NO RMS WERE SET BECAUSE OF LACK OF SPACE ON THE TOP OF THIS 10.0
 DX4463'FEET DIAMETER SILO.
 DX4463'
 DX4463'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 DX4463
 DX4463                          STATION RECOVERY (1996)
 DX4463
 DX4463'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX4463'MARK NOT FOUND.
 DX4463
 DX4463                          STATION RECOVERY (2006)
 DX4463
 DX4463'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX4463'MARK VERY LIKELY DESTROYED.  THE 60 FOOT HIGH SILO IS CLEARLY NO
 DX4463'LONGER PRESENT AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4616 ***********************************************************************
 DX4616  DESIGNATION -  5 10 28
 DX4616  PID         -  DX4616
 DX4616  STATE/COUNTY-  CA/ORANGE
 DX4616  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4616
 DX4616                         *CURRENT SURVEY CONTROL
 DX4616  ___________________________________________________________________
 DX4616* NAD 83(1992)-  33 42 56.47028(N)    117 56 06.49194(W)     ADJUSTED  
 DX4616* NAVD 88     -        25.83   (+/-2cm)      84.7    (feet)  VERTCON   
 DX4616  ___________________________________________________________________
 DX4616  EPOCH DATE  -        1991.35
 DX4616  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 DX4616  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DX4616  HORZ ORDER  -  SECOND
 DX4616  VERT ORDER  -  THIRD ? (See Below)
 DX4616
 DX4616.The horizontal coordinates were established by classical geodetic methods
 DX4616.and adjusted by the National Geodetic Survey in June 1996.
 DX4616.The horizontal coordinates are valid at the epoch date displayed above.
 DX4616.The epoch date for horizontal control is a decimal equivalence
 DX4616.of Year/Month/Day.
 DX4616
 DX4616.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4616.The vertical order pertains to the NGVD 29 superseded value.
 DX4616
 DX4616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4616
 DX4616.The geoid height was determined by GEOID03.
 DX4616
 DX4616;                    North         East     Units Scale Factor Converg.
 DX4616;SPC CA 6     -   673,055.083 1,843,812.769   MT  0.99997627   -0 55 33.6
 DX4616;SPC CA 6     - 2,208,181.55  6,049,242.39   sFT  0.99997627   -0 55 33.6
 DX4616;UTM  11      - 3,731,025.058   413,354.023   MT  0.99969255   -0 31 08.8
 DX4616
 DX4616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4616!SPC CA 6     -   1.00000148  x   0.99997627  =   0.99997775
 DX4616!UTM  11      -   1.00000148  x   0.99969255  =   0.99969403
 DX4616
 DX4616:                Primary Azimuth Mark                     Grid Az
 DX4616:SPC CA 6     -  5 10 21                                  040 01 39.7
 DX4616:UTM  11      -  5 10 21                                  039 37 14.9
 DX4616
 DX4616|---------------------------------------------------------------------|
 DX4616| PID    Reference Object                     Distance      Geod. Az  |
 DX4616|                                                           dddmmss.s |
 DX4616| DX4610 5 10 21                             APPROX. 2.1 KM 0390606.1 |
 DX4616|---------------------------------------------------------------------|
 DX4616
 DX4616                          SUPERSEDED SURVEY CONTROL
 DX4616
 DX4616  NAD 83(1986)-  33 42 56.47136(N)    117 56 06.49110(W) AD(1984.00) 2
 DX4616  NAD 27      -  33 42 56.40810(N)    117 56 03.28390(W) AD(       ) 2
 DX4616  NGVD 29 (07/19/86)   25.15   (m)           82.5    (f) LEVELING    3  
 DX4616
 DX4616.Superseded values are not recommended for survey control.
 DX4616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4616.See file dsdata.txt to determine how the superseded data were derived.
 DX4616
 DX4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1335431025(NAD 83)
 DX4616_MARKER: Z = SEE DESCRIPTION
 DX4616_SETTING: 0 = UNSPECIFIED SETTING
 DX4616
 DX4616  HISTORY     - Date     Condition        Report By
 DX4616  HISTORY     - 1974     MONUMENTED       CA-059
 DX4616
 DX4616                          STATION DESCRIPTION
 DX4616
 DX4616'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4616'THE STATION IS LOCATED IN THE FOUNTAIN VALLEY MEDICAL PARK AT 11100
 DX4616'WARNER AVENUE IN FOUNTAIN VALLEY.
 DX4616'
 DX4616'TO REACH THE STATION, PROCEED TO THE INTERSECTION OF WARNER AND
 DX4616'EUCLID AVENUES.  THE MEDICAL PARK SETS IN THE SOUTHEAST PORTION
 DX4616'OF THE INTERSECTION AND THE STATION MARK IS ON THE ROOF OF THE
 DX4616'3-STORY MEDICAL OFFICE BUILDING ON THE EAST SIDE OF THE
 DX4616'COMPLEX.  ENTER EAST SIDE OF THE BUILDING, TURN LEFT, AND UP
 DX4616'STAIRWELL TO TOP AND ROOF DOOR.  IF DOOR IS LOCKED, GO TO MAIN
 DX4616'LOBBY OF THE HOSPITAL (BUILDING TO THE SOUTH) AND CONTACT
 DX4616'CUSTODIAN FOR KEY OR ESCORT.  DUCK BOARDS ARE NEEDED FOR
 DX4616'OBSERVATIONS.
 DX4616'
 DX4616'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4616'5-10-28 MAR 1974, EPOXIED TO THE ROOF OF THE STAIRWELL WHICH IS
 DX4616'ABOUT 9.0 FEET ABOVE THE MAIN ROOF LEVEL.  MARK IS JUST NORTH OF
 DX4616'CENTER OF ROOF SECTION.
 DX4616'
 DX4616'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4616'5-10-28 MAR 1974, IS EPOXIED TO THE ROOF 3.0 FEET NORTH OF THE
 DX4616'INSIDE EDGE OF THE SOUTH WALL AND 47.0 FEET WEST OF THE EAST WALL
 DX4616'OF THE MAIN ROOF.  R.M. IS 8.84 FEET LOWER THAN STATION.
 DX4616'
 DX4616'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4616'5-10-28 MAR 1974, IS EPOXIED 3.5 FEET SOUTH OF THE INSIDE EDGE
 DX4616'OF NORTH WALL AND 47 FEET WEST OF EAST WALL ON THE MAIN ROOF.
 DX4616'
 DX4616'HEIGHT OF LIGHT ABOVE STATION MARK 1.63 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4622 ***********************************************************************
 DX4622  DESIGNATION -  5 10 30
 DX4622  PID         -  DX4622
 DX4622  STATE/COUNTY-  CA/ORANGE
 DX4622  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4622
 DX4622                         *CURRENT SURVEY CONTROL
 DX4622  ___________________________________________________________________
 DX4622* NAD 83(1992)-  33 42 47.68178(N)    117 57 47.74731(W)     ADJUSTED  
 DX4622* NAVD 88     -        17.69   (+/-2cm)      58.0    (feet)  VERTCON   
 DX4622  ___________________________________________________________________
 DX4622  EPOCH DATE  -        1991.35
 DX4622  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 DX4622  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DX4622  HORZ ORDER  -  SECOND
 DX4622  VERT ORDER  -  THIRD ? (See Below)
 DX4622
 DX4622.The horizontal coordinates were established by classical geodetic methods
 DX4622.and adjusted by the National Geodetic Survey in June 1996.
 DX4622.The horizontal coordinates are valid at the epoch date displayed above.
 DX4622.The epoch date for horizontal control is a decimal equivalence
 DX4622.of Year/Month/Day.
 DX4622
 DX4622.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4622.The vertical order pertains to the NGVD 29 superseded value.
 DX4622
 DX4622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4622
 DX4622.The geoid height was determined by GEOID03.
 DX4622
 DX4622;                    North         East     Units Scale Factor Converg.
 DX4622;SPC CA 6     -   672,826.833 1,841,201.643   MT  0.99997599   -0 56 29.3
 DX4622;SPC CA 6     - 2,207,432.70  6,040,675.72   sFT  0.99997599   -0 56 29.3
 DX4622;UTM  11      - 3,730,778.343   410,745.317   MT  0.99969821   -0 32 04.9
 DX4622
 DX4622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4622!SPC CA 6     -   1.00000277  x   0.99997599  =   0.99997876
 DX4622!UTM  11      -   1.00000277  x   0.99969821  =   0.99970098
 DX4622
 DX4622:                Primary Azimuth Mark                     Grid Az
 DX4622:SPC CA 6     -  5 11 25                                  244 25 51.4
 DX4622:UTM  11      -  5 11 25                                  244 01 27.0
 DX4622
 DX4622|---------------------------------------------------------------------|
 DX4622| PID    Reference Object                     Distance      Geod. Az  |
 DX4622|                                                           dddmmss.s |
 DX4622| DX4627 5 11 25                             APPROX. 2.4 KM 2432922.1 |
 DX4622|---------------------------------------------------------------------|
 DX4622
 DX4622                          SUPERSEDED SURVEY CONTROL
 DX4622
 DX4622  NAD 83(1986)-  33 42 47.68281(N)    117 57 47.74600(W) AD(1984.00) 2
 DX4622  NAD 27      -  33 42 47.61990(N)    117 57 44.53640(W) AD(       ) 2
 DX4622  NGVD 29 (07/19/86)   17.01   (m)           55.8    (f) LEVELING    3  
 DX4622
 DX4622.Superseded values are not recommended for survey control.
 DX4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4622.See file dsdata.txt to determine how the superseded data were derived.
 DX4622
 DX4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1074530778(NAD 83)
 DX4622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4622
 DX4622  HISTORY     - Date     Condition        Report By
 DX4622  HISTORY     - 1974     MONUMENTED       CA-059
 DX4622
 DX4622                          STATION DESCRIPTION
 DX4622
 DX4622'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4622'THE STATION IS LOCATED ABOUT 0.15 MILE SOUTH OF WARNER STREET ON
 DX4622'BUSHARD STREET IN FOUNTAIN VALLEY.
 DX4622'
 DX4622'TO REACH THE STATION FROM WARNER AVENUE, PROCEED SOUTH ON BUSHARD
 DX4622'STREET TO THE NORTH SIDE OF THE BRIDGE OVERCROSSING THE SAN DIEGO
 DX4622'FREEWAY (RT 405) AND THE STATION MARK.
 DX4622'
 DX4622'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DX4622'5-10-30 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH CONCRETE
 DX4622'CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DX4622'MARK IS SET IN THE TOP OF A CONCRETE MASS ABOUT 3 FEET BELOW THE
 DX4622'GROUND SURFACE.  THE MARK IS SET 18.0 FEET NORTH OF THE NORTHWEST
 DX4622'CORNER OF THE BRIDGE AND 12.0 FEET WEST OF THE GUARD RAIL.
 DX4622'
 DX4622'REFERENCE MARK 1, A 2-1/4 IN OCS ALUMINUM DISK STAMPED 5-10-30
 DX4622'1974 RM 1, IS SET IN TOP OF THE EAST CURB.  THE MARK IS 12.5 FEET
 DX4622'NORTH OF THE B.C. IN THE CURB.
 DX4622'
 DX4622'REFERENCE MARK 2, A 2-1/4 IN OCS ALUMINUM DISK STAMPED RM 2
 DX4622'5-10-30 1974, IS SET IN TOP OF THE EAST CURB.  THE MARK IS 70.0
 DX4622'FEET NORTH OF THE B.C. IN THE CURB.
 DX4622'
 DX4622'REFERENCE MARK 3, A 2-1/4 IN OCS ALUMINUM DISK STAMPED 5-10-30
 DX4622'1974 RM 3, IS SET IN TOP OF THE SIDEWALK 1.0 FEET SOUTHWEST OF
 DX4622'THE NORTHEAST CORNER OF CONCRETE WALK ON WEST SIDE OF BRIDGE.
 DX4622'
 DX4622'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4617 ***********************************************************************
 DX4617  DESIGNATION -  5 10 32
 DX4617  PID         -  DX4617
 DX4617  STATE/COUNTY-  CA/ORANGE
 DX4617  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4617
 DX4617                         *CURRENT SURVEY CONTROL
 DX4617  ___________________________________________________________________
 DX4617* NAD 83(1992)-  33 42 01.72168(N)    117 56 43.95023(W)     ADJUSTED  
 DX4617* NAVD 88     -        15.94   (+/-2cm)      52.3    (feet)  VERTCON   
 DX4617  ___________________________________________________________________
 DX4617  EPOCH DATE  -        1991.35
 DX4617  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 DX4617  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DX4617  HORZ ORDER  -  SECOND
 DX4617  VERT ORDER  -  THIRD ? (See Below)
 DX4617
 DX4617.The horizontal coordinates were established by classical geodetic methods
 DX4617.and adjusted by the National Geodetic Survey in June 1996.
 DX4617.The horizontal coordinates are valid at the epoch date displayed above.
 DX4617.The epoch date for horizontal control is a decimal equivalence
 DX4617.of Year/Month/Day.
 DX4617
 DX4617.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4617.The vertical order pertains to the NGVD 29 superseded value.
 DX4617
 DX4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4617
 DX4617.The geoid height was determined by GEOID03.
 DX4617
 DX4617;                    North         East     Units Scale Factor Converg.
 DX4617;SPC CA 6     -   671,384.160 1,842,821.028   MT  0.99997454   -0 55 54.2
 DX4617;SPC CA 6     - 2,202,699.53  6,045,988.66   sFT  0.99997454   -0 55 54.2
 DX4617;UTM  11      - 3,729,347.606   412,374.452   MT  0.99969466   -0 31 28.8
 DX4617
 DX4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4617!SPC CA 6     -   1.00000304  x   0.99997454  =   0.99997758
 DX4617!UTM  11      -   1.00000304  x   0.99969466  =   0.99969770
 DX4617
 DX4617:                Primary Azimuth Mark                     Grid Az
 DX4617:SPC CA 6     -  NEWS                                     105 03 59.9
 DX4617:UTM  11      -  NEWS                                     104 39 34.5
 DX4617
 DX4617|---------------------------------------------------------------------|
 DX4617| PID    Reference Object                     Distance      Geod. Az  |
 DX4617|                                                           dddmmss.s |
 DX4617| DX4609 NEWS                                APPROX. 2.8 KM 1040805.7 |
 DX4617| CC3124 5 10 32 RM 1                                       23515     |
 DX4617| CC3125 5 10 32 RM 2                                       26814     |
 DX4617| CC3126 5 10 32 RM 3                                       32502     |
 DX4617|---------------------------------------------------------------------|
 DX4617
 DX4617                          SUPERSEDED SURVEY CONTROL
 DX4617
 DX4617  NAD 83(1986)-  33 42 01.72288(N)    117 56 43.94934(W) AD(1984.00) 2
 DX4617  NAD 27      -  33 42 01.65850(N)    117 56 40.74180(W) AD(       ) 2
 DX4617  NGVD 29 (07/19/86)   15.26   (m)           50.1    (f) LEVELING    3  
 DX4617
 DX4617.Superseded values are not recommended for survey control.
 DX4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4617.See file dsdata.txt to determine how the superseded data were derived.
 DX4617
 DX4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1237429348(NAD 83)
 DX4617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4617
 DX4617  HISTORY     - Date     Condition        Report By
 DX4617  HISTORY     - 1974     MONUMENTED       CA-059
 DX4617
 DX4617                          STATION DESCRIPTION
 DX4617
 DX4617'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4617'THE STATION IS LOCATED SOUTH OF TALBERT AVENUE ON WARD STREET ON
 DX4617'THE NORTH SIDE OF THE SAN DIEGO FREEWAY OVERCROSSING BRIDGE.
 DX4617'
 DX4617'TO REACH THE STATION FROM THE INTERSECTION OF TALBERT AVENUE AND
 DX4617'WARD STREET, PROCEED SOUTH TO THE DIRT RAMP AREA TO THE LEFT AND
 DX4617'IMMEDIATELY NORTH OF THE FREEWAY OVERCROSSING BRIDGE.
 DX4617'
 DX4617'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DX4617'5-10-32 MAR 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DX4617'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 DX4617'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3
 DX4617'FEET BELOW THE GROUND SURFACE.  THE MARK IS 36.0 FEET NORTH OF
 DX4617'THE FENCE THAT RUNS EAST FROM THE NORTHEAST CORNER OF THE BRIDGE
 DX4617'AND 8.0 FEET EAST OF THE EASTERLY BERM OF THE ROADWAY.
 DX4617'
 DX4617'REFERENCE MARK 1, A 2-1/4 IN OCS ALUMINUM DISK STAMPED 5-10-32
 DX4617'1974 RM 1, IS SET IN TOP OF SIDEWALK.  THE MARK IS 1.6 FEET NORTH
 DX4617'OF THE NORTHWEST CORNER OF THE BRIDGE DECK AND 15.7 FEET WEST
 DX4617'OF THE CENTERLINE OF WARD STREET.  RM 1 IS 0.66 FEET ABOVE THE
 DX4617'STATION MARK.
 DX4617'
 DX4617'REFERENCE MARK 2, A 2-1/4 IN OCS ALUMINUM DISK STAMPED 5-10-32
 DX4617'1974 RM 2, IS SET IN TOP OF THE WEST CURB.  THE MARK IS 10.5 FEET
 DX4617'NORTH OF THE NORTH EDGE OF THE BRIDGE-WALKWAY AND 15.7 FEET WEST
 DX4617'OF THE CENTERLINE OF WARD STREET.  RM 2 IS 8.44 FEET BELOW THE
 DX4617'STATION MARK.
 DX4617'
 DX4617'REFERENCE MARK 3, A 2-1/4 IN OCS ALUMINUM DISK STAMPED 5-10-32
 DX4617'1974 RM 3, IS SET IN TOP OF THE WEST CURB.  THE MARK IS 3.5 FEET
 DX4617'NORTH-NORTHEAST OF THE NORTH GUARDRAIL POST, 8.0 FEET NORTH OF
 DX4617'THE B.C. IN THE CURB AND 21.4 FEET WEST OF THE CENTER LINE OF
 DX4617'WARD STREET.  RM 3 IS 4.08 FEET BELOW THE STATION MARK.
 DX4617'
 DX4617'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4598 ***********************************************************************
 DX4598  DESIGNATION -  5 10 36
 DX4598  PID         -  DX4598
 DX4598  STATE/COUNTY-  CA/ORANGE
 DX4598  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4598
 DX4598                         *CURRENT SURVEY CONTROL
 DX4598  ___________________________________________________________________
 DX4598* NAD 83(1992)-  33 41 38.02400(N)    117 53 06.27819(W)     ADJUSTED  
 DX4598* NAVD 88     -        41.67   (+/-2cm)     136.7    (feet)  VERTCON   
 DX4598  ___________________________________________________________________
 DX4598  EPOCH DATE  -        1991.35
 DX4598  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 DX4598  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DX4598  HORZ ORDER  -  SECOND
 DX4598  VERT ORDER  -  THIRD ? (See Below)
 DX4598
 DX4598.The horizontal coordinates were established by classical geodetic methods
 DX4598.and adjusted by the National Geodetic Survey in June 1996.
 DX4598.The horizontal coordinates are valid at the epoch date displayed above.
 DX4598.The epoch date for horizontal control is a decimal equivalence
 DX4598.of Year/Month/Day.
 DX4598
 DX4598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4598.The vertical order pertains to the NGVD 29 superseded value.
 DX4598
 DX4598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4598
 DX4598.The geoid height was determined by GEOID03.
 DX4598
 DX4598;                    North         East     Units Scale Factor Converg.
 DX4598;SPC CA 6     -   670,564.613 1,848,414.247   MT  0.99997381   -0 53 54.6
 DX4598;SPC CA 6     - 2,200,010.73  6,064,339.08   sFT  0.99997381   -0 53 54.6
 DX4598;UTM  11      - 3,728,568.060   417,971.757   MT  0.99968295   -0 29 27.7
 DX4598
 DX4598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4598!SPC CA 6     -   0.99999896  x   0.99997381  =   0.99997277
 DX4598!UTM  11      -   0.99999896  x   0.99968295  =   0.99968191
 DX4598
 DX4598:                Primary Azimuth Mark                     Grid Az
 DX4598:SPC CA 6     -  SANTA ANA PARKVIEW CH STEEPLE            015 00 29.7
 DX4598:UTM  11      -  SANTA ANA PARKVIEW CH STEEPLE            014 36 02.8
 DX4598
 DX4598|---------------------------------------------------------------------|
 DX4598| PID    Reference Object                     Distance      Geod. Az  |
 DX4598|                                                           dddmmss.s |
 DX4598| DX4596 SANTA ANA PARKVIEW CH STEEPLE       APPROX. 3.1 KM 0140635.1 |
 DX4598|---------------------------------------------------------------------|
 DX4598
 DX4598                          SUPERSEDED SURVEY CONTROL
 DX4598
 DX4598  NAD 83(1986)-  33 41 38.02489(N)    117 53 06.27830(W) AD(1984.00) 2
 DX4598  NAD 27      -  33 41 37.95840(N)    117 53 03.07700(W) AD(       ) 2
 DX4598  NGVD 29 (07/19/86)   40.98   (m)          134.4    (f) LEVELING    3  
 DX4598
 DX4598.Superseded values are not recommended for survey control.
 DX4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4598.See file dsdata.txt to determine how the superseded data were derived.
 DX4598
 DX4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1797228568(NAD 83)
 DX4598_MARKER: Z = SEE DESCRIPTION
 DX4598_SETTING: 0 = UNSPECIFIED SETTING
 DX4598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4598
 DX4598  HISTORY     - Date     Condition        Report By
 DX4598  HISTORY     - 1974     MONUMENTED       CA-059
 DX4598
 DX4598                          STATION DESCRIPTION
 DX4598
 DX4598'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4598'THE STATION IS LOCATED ON THE ROOF OF THE SEVEN-STORY BUILDING AT
 DX4598'THE SOUTHEAST PART OF THE INTERSECTION OF BRISTOL STREET AND
 DX4598'SUNFLOWER AVENUE IN NORTHEAST COSTA MESA.
 DX4598'
 DX4598'TO REACH THE STATION, PROCEED TO THE INTERSECTION OF BRISTOL
 DX4598'STREET AND SUNFLOWER AVENUE JUST NORTH OF THE SOUTH COAST
 DX4598'PLAZA.  ENTER THE BUILDING THROUGH THE SOUTH DOORS INTO MAIN LOBBY,
 DX4598'TAKE ELEVATOR TO SIXTH FLOOR, EXIT LEFT AND FOLLOW HALLWAY
 DX4598'EASTERLY TO STAIRWAY EXIT DOOR ON THE RIGHT.  WALK UP STAIRS TO
 DX4598'THE SEVENTH FLOOR LANDING AND A VERTICALLY ATTACHED LADDER
 DX4598'LEADING TO A ROOF HATCH.
 DX4598'
 DX4598'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4598'5-10-36 FEB 1974, EPOXIED TO THE TOP AND NEAR CENTER OF A SECTION
 DX4598'THAT IS ABOUT 4.0 FEET HIGHER THAN THE MAIN ROOF LOCATED EAST
 DX4598'OF A STAIRWELL.
 DX4598'
 DX4598'NO REFERENCE MARKS WERE SET ON THIS ROOF.
 DX4598'
 DX4598'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4768 ***********************************************************************
 DX4768  DESIGNATION -  5 10 4
 DX4768  PID         -  DX4768
 DX4768  STATE/COUNTY-  CA/ORANGE
 DX4768  USGS QUAD   -  ANAHEIM (1981)
 DX4768
 DX4768                         *CURRENT SURVEY CONTROL
 DX4768  ___________________________________________________________________
 DX4768* NAD 83(1992)-  33 46 23.40160(N)    117 56 15.34348(W)     ADJUSTED  
 DX4768* NAVD 88     -        41.34   (+/-2cm)     135.6    (feet)  VERTCON   
 DX4768  ___________________________________________________________________
 DX4768  EPOCH DATE  -        1991.35
 DX4768  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 DX4768  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DX4768  HORZ ORDER  -  SECOND
 DX4768  VERT ORDER  -  THIRD ? (See Below)
 DX4768
 DX4768.The horizontal coordinates were established by classical geodetic methods
 DX4768.and adjusted by the National Geodetic Survey in June 1996.
 DX4768.The horizontal coordinates are valid at the epoch date displayed above.
 DX4768.The epoch date for horizontal control is a decimal equivalence
 DX4768.of Year/Month/Day.
 DX4768
 DX4768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4768.The vertical order pertains to the NGVD 29 superseded value.
 DX4768
 DX4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4768
 DX4768.The geoid height was determined by GEOID03.
 DX4768
 DX4768;                    North         East     Units Scale Factor Converg.
 DX4768;SPC CA 6     -   679,433.461 1,843,688.085   MT  0.99998344   -0 55 38.5
 DX4768;SPC CA 6     - 2,229,107.95  6,048,833.33   sFT  0.99998344   -0 55 38.5
 DX4768;UTM  11      - 3,737,400.560   413,184.137   MT  0.99969291   -0 31 16.5
 DX4768
 DX4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4768!SPC CA 6     -   0.99999904  x   0.99998344  =   0.99998248
 DX4768!UTM  11      -   0.99999904  x   0.99969291  =   0.99969195
 DX4768
 DX4768|---------------------------------------------------------------------|
 DX4768| PID    Reference Object                     Distance      Geod. Az  |
 DX4768|                                                           dddmmss.s |
 DX4768| CC3127 5 10 4 RM 1                          42.502 METERS 04529     |
 DX4768| DX4759 ORANGE RAD STA KORJ MAST            APPROX. 4.2 KM 0781604.5 |
 DX4768| CC3128 5 10 4 RM 2                          18.789 METERS 08558     |
 DX4768| CC3129 5 10 4 RM 3                          34.725 METERS 14702     |
 DX4768|---------------------------------------------------------------------|
 DX4768
 DX4768                          SUPERSEDED SURVEY CONTROL
 DX4768
 DX4768  NAD 83(1986)-  33 46 23.40229(N)    117 56 15.34224(W) AD(1984.00) 2
 DX4768  NAD 27      -  33 46 23.34390(N)    117 56 12.13320(W) AD(       ) 2
 DX4768  NGVD 29 (07/19/86)   40.67   (m)          133.4    (f) LEVELING    3  
 DX4768
 DX4768.Superseded values are not recommended for survey control.
 DX4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4768.See file dsdata.txt to determine how the superseded data were derived.
 DX4768
 DX4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1318437401(NAD 83)
 DX4768_MARKER: Z = SEE DESCRIPTION
 DX4768_SETTING: 0 = UNSPECIFIED SETTING
 DX4768
 DX4768  HISTORY     - Date     Condition        Report By
 DX4768  HISTORY     - 1974     MONUMENTED       CA-059
 DX4768
 DX4768                          STATION DESCRIPTION
 DX4768
 DX4768'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4768'THE STATION IS LOCATED ON THE ROOF OF THE 3-STORY PACIFIC TELEPHONE
 DX4768'BUILDING IN GARDEN GROVE.
 DX4768'
 DX4768'TO REACH THE STATION, PROCEED SOUTH ON EUCLID AVENUE JUST SOUTH
 DX4768'OF GARDEN GROVE BOULEVARD TO 13062 EUCLID AND THE BUILDING ON THE
 DX4768'RIGHT.  ACCESS TO THE BUILDING IS FROM THE EAST SIDE OF BUILDING
 DX4768'AND THEN TAKE STAIRWAY TO FIRST ROOF LEVEL AND ATTACHED METAL
 DX4768'LADDER ONTO THE HIGHEST PORTION OF THE BUILDING.  A PHONE CALL
 DX4768'FROM THE OUTSIDE ADMITS YOU THROUGH LOCKED DOOR ON THE EAST SIDE
 DX4768'OF BUILDING.  ALSO, CALL MRS. JASPER (714) 683-0030 24 HOURS
 DX4768'PRIOR TO OCCUPATION.  THIS IS CONSIDERED TO BE A LIMITED USE
 DX4768'STATION.
 DX4768'
 DX4768'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 5-10-4
 DX4768'FEB 1974, EPOXIED TO THE ROOF 7.0 FEET SOUTH AND 7.0 FEET EAST
 DX4768'OF THE NORTHWEST CORNER OF THE ROOF.
 DX4768'
 DX4768'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4768'5-10-4 FEB 1974, IS EPOXIED TO THE ROOF OF THE FIRST LEVEL 5.0
 DX4768'FEET SOUTHWEST OF THE NORTHEAST CORNER.  RM IS 15.236 FEET LOWER
 DX4768'THAN STATION MARK.
 DX4768'
 DX4768'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4768'5-10-4 FEB 1974, IS EPOXIED TO THE ROOF OF THE SECTION ON WHICH
 DX4768'THE STATION IS LOCATED 5.0 FEET SOUTHWEST OF THE NORTHEAST CORNER.
 DX4768'
 DX4768'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4768'5-10-4 FEB 1974, IS EPOXIED TO THE ROOF OF THE FIRST LEVEL, 5.0
 DX4768'FEET NORTHWEST OF THE SOUTHEAST CORNER, AND 2.0 FEET NORTHWEST OF
 DX4768'A ROOF DOWN DRAIN.  RM IS 15.23 FEET BELOW STATION MARK.
 DX4768'
 DX4768'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4772 ***********************************************************************
 DX4772  DESIGNATION -  5 10 8
 DX4772  PID         -  DX4772
 DX4772  STATE/COUNTY-  CA/ORANGE
 DX4772  USGS QUAD   -  ANAHEIM (1981)
 DX4772
 DX4772                         *CURRENT SURVEY CONTROL
 DX4772  ___________________________________________________________________
 DX4772* NAD 83(1992)-  33 45 03.87676(N)    117 56 40.76985(W)     ADJUSTED  
 DX4772* NAVD 88     -        26.19   (+/-2cm)      85.9    (feet)  VERTCON   
 DX4772  ___________________________________________________________________
 DX4772  EPOCH DATE  -        1991.35
 DX4772  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 DX4772  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DX4772  HORZ ORDER  -  SECOND
 DX4772  VERT ORDER  -  THIRD ? (See Below)
 DX4772
 DX4772.The horizontal coordinates were established by classical geodetic methods
 DX4772.and adjusted by the National Geodetic Survey in June 1996.
 DX4772.The horizontal coordinates are valid at the epoch date displayed above.
 DX4772.The epoch date for horizontal control is a decimal equivalence
 DX4772.of Year/Month/Day.
 DX4772
 DX4772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4772.The vertical order pertains to the NGVD 29 superseded value.
 DX4772
 DX4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4772
 DX4772.The geoid height was determined by GEOID03.
 DX4772
 DX4772;                    North         East     Units Scale Factor Converg.
 DX4772;SPC CA 6     -   676,994.232 1,842,994.129   MT  0.99998057   -0 55 52.5
 DX4772;SPC CA 6     - 2,221,105.24  6,046,556.57   sFT  0.99998057   -0 55 52.5
 DX4772;UTM  11      - 3,734,957.178   412,507.688   MT  0.99969437   -0 31 29.5
 DX4772
 DX4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4772!SPC CA 6     -   1.00000143  x   0.99998057  =   0.99998200
 DX4772!UTM  11      -   1.00000143  x   0.99969437  =   0.99969580
 DX4772
 DX4772|---------------------------------------------------------------------|
 DX4772| PID    Reference Object                     Distance      Geod. Az  |
 DX4772|                                                           dddmmss.s |
 DX4772| CC3130 5 10 8 RM 1                           9.578 METERS 02130     |
 DX4772| DX4738 SANTA ANA RAD STA MAST KYMS         APPROX. 8.3 KM 0862026.2 |
 DX4772| DX4745 SANTA ANA CO CTHSE FLAGPOLE         APPROX. 6.4 KM 0902333.3 |
 DX4772| CC3131 5 10 8 RM 2                           8.476 METERS 22351     |
 DX4772| CC3132 5 10 8 RM 3                          11.845 METERS 32835     |
 DX4772|---------------------------------------------------------------------|
 DX4772
 DX4772                          SUPERSEDED SURVEY CONTROL
 DX4772
 DX4772  NAD 83(1986)-  33 45 03.87752(N)    117 56 40.76854(W) AD(1984.00) 2
 DX4772  NAD 27      -  33 45 03.81710(N)    117 56 37.55950(W) AD(       ) 2
 DX4772  NGVD 29 (07/19/86)   25.51   (m)           83.7    (f) LEVELING    3  
 DX4772
 DX4772.Superseded values are not recommended for survey control.
 DX4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4772.See file dsdata.txt to determine how the superseded data were derived.
 DX4772
 DX4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1250834957(NAD 83)
 DX4772_MARKER: Z = SEE DESCRIPTION
 DX4772_SETTING: 0 = UNSPECIFIED SETTING
 DX4772
 DX4772  HISTORY     - Date     Condition        Report By
 DX4772  HISTORY     - 1974     MONUMENTED       CA-059
 DX4772  HISTORY     - 19900629 POOR             USPSQD
 DX4772
 DX4772                          STATION DESCRIPTION
 DX4772
 DX4772'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4772'THE STATION IS LOCATED ON THE ROOF OF THE MULTI-PURPOSE ROOM OF
 DX4772'THE JAMES IRVINE INTERMEDIATE SCHOOL IN GARDEN GROVE.
 DX4772'
 DX4772'TO REACH THE STATION, PROCEED TO THE INTERSECTION OF HAZARD AND
 DX4772'WARD AVENUES.  THE SCHOOL IS IN THE SOUTHEAST PORTION OF THE
 DX4772'INTERSECTION AT 10552 HAZARD AVENUE.  THE MULTI-PURPOSE ROOM IS
 DX4772'THE MOST SOUTHEASTERLY BUILDING OF THE COMPLEX AT WHICH YOU MAY
 DX4772'PARK ON THE NORTH SIDE BY ENTERING THE DRIVE ALONG EAST PROPERTY
 DX4772'FENCE OF SCHOOL YARD.  CONTACT THE OFFICE FOR THE CUSTODIAN ON
 DX4772'DUTY WHO WILL SUPPLY THE NECESSARY LADDERS TO GAIN ACCESS TO
 DX4772'THE ROOF.  THE PRINCIPAL, MR. GORDON SCHOLLE, OR MR. DEL HART,
 DX4772'PHONE (714) 638-6551, SHOULD BE NOTIFIED OF ANY REOCCUPATION.
 DX4772'
 DX4772'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4772'5-10-8 MAR 1974, EPOXIED TO THE ROOF 23.0 FEET NORTH AND 23.0
 DX4772'FEET EAST OF THE SOUTHWEST CORNER OF THE ROOF OF THE HIGHEST
 DX4772'BUILDING IN THE COMPLEX.
 DX4772'
 DX4772'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4772'5-10-8 MAR 1974, IS EPOXIED TO THE ROOF 6.8 FEET SOUTH OF SOUTH
 DX4772'EDGE OF NORTH WALL, 34.3 FEET EAST OF EAST EDGE OF WEST WALL AND
 DX4772'32.0 FEET EAST OF RM 3.  THE RM IS 0.37 FEET LOWER THAN THE
 DX4772'STATION.
 DX4772'
 DX4772'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4772'5-10-8 MAR 1974, IS EPOXIED TO THE ROOF 2.9 FEET EAST OF EAST
 DX4772'EDGE OF WEST WALL, 2.9 FEET NORTH OF NORTH EDGE OF SOUTH WALL AND
 DX4772'53.1 FEET SOUTH OF RM 3.  THE RM IS 0.37 FEET LOWER THAN THE
 DX4772'STATION.
 DX4772'
 DX4772'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4772'5-10-8 MAR 1974, IS EPOXIED TO THE ROOF 2.6 FEET SOUTH OF SOUTH
 DX4772'EDGE OF NORTH WALL AND 2.5 FEET EAST OF EAST EDGE OF WEST
 DX4772'WALL.  THE RM IS 0.26 FEET LOWER THAN THE STATION.
 DX4772'
 DX4772'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 DX4772
 DX4772                          STATION RECOVERY (1990)
 DX4772
 DX4772'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRC)
 DX4772'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2638 ***********************************************************************
 DY2638  DESIGNATION -  5 11 10
 DY2638  PID         -  DY2638
 DY2638  STATE/COUNTY-  CA/ORANGE
 DY2638  USGS QUAD   -  SEAL BEACH (1981)
 DY2638
 DY2638                         *CURRENT SURVEY CONTROL
 DY2638  ___________________________________________________________________
 DY2638* NAD 83(1992)-  33 44 49.81637(N)    118 00 43.75441(W)     ADJUSTED  
 DY2638* NAVD 88     -        31.88   (+/-2cm)     104.6    (feet)  VERTCON   
 DY2638  ___________________________________________________________________
 DY2638  EPOCH DATE  -        1991.35
 DY2638  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DY2638  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY2638  HORZ ORDER  -  SECOND
 DY2638  VERT ORDER  -  THIRD ? (See Below)
 DY2638
 DY2638.The horizontal coordinates were established by classical geodetic methods
 DY2638.and adjusted by the National Geodetic Survey in June 1996.
 DY2638.The horizontal coordinates are valid at the epoch date displayed above.
 DY2638.The epoch date for horizontal control is a decimal equivalence
 DY2638.of Year/Month/Day.
 DY2638
 DY2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2638.The vertical order pertains to the NGVD 29 superseded value.
 DY2638
 DY2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2638
 DY2638.The geoid height was determined by GEOID03.
 DY2638
 DY2638;                    North         East     Units Scale Factor Converg.
 DY2638;SPC CA 6     -   676,664.755 1,836,734.082   MT  0.99998007   -0 58 06.0
 DY2638;SPC CA 6     - 2,220,024.28  6,026,018.40   sFT  0.99998007   -0 58 06.0
 DY2638;UTM  11      - 3,734,583.434   406,251.880   MT  0.99970835   -0 33 44.4
 DY2638
 DY2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2638!SPC CA 6     -   1.00000057  x   0.99998007  =   0.99998064
 DY2638!UTM  11      -   1.00000057  x   0.99970835  =   0.99970892
 DY2638
 DY2638|---------------------------------------------------------------------|
 DY2638| PID    Reference Object                     Distance      Geod. Az  |
 DY2638|                                                           dddmmss.s |
 DY2638| CA9066 5 11 10 RM 1                         37.327 METERS 02600     |
 DY2638| CA9067 5 11 10 RM 2                         35.678 METERS 09423     |
 DY2638| CA9068 5 11 10 RM 3                         37.946 METERS 12651     |
 DY2638| DY2611 SUNSET BEACH ABAN MILITARY TK       APPROX. 5.0 KM 2122738.0 |
 DY2638| DY2404 SEAL BEACH NAVAL WEAP STA TK        APPROX. 4.2 KM 3074414.1 |
 DY2638|---------------------------------------------------------------------|
 DY2638
 DY2638                          SUPERSEDED SURVEY CONTROL
 DY2638
 DY2638  NAD 83(1986)-  33 44 49.81717(N)    118 00 43.75178(W) AD(1984.00) 2
 DY2638  NAD 27      -  33 44 49.75830(N)    118 00 40.53620(W) AD(       ) 2
 DY2638  NGVD 29 (07/19/86)   31.19   (m)          102.3    (f) LEVELING    3  
 DY2638
 DY2638.Superseded values are not recommended for survey control.
 DY2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2638.See file dsdata.txt to determine how the superseded data were derived.
 DY2638
 DY2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0625234583(NAD 83)
 DY2638_MARKER: Z = SEE DESCRIPTION
 DY2638_SETTING: 0 = UNSPECIFIED SETTING
 DY2638
 DY2638  HISTORY     - Date     Condition        Report By
 DY2638  HISTORY     - 1974     MONUMENTED       CA-059
 DY2638
 DY2638                          STATION DESCRIPTION
 DY2638
 DY2638'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2638'THE STATION IS LOCATED ON THE ROOF OF THE WESTMINSTER MALL
 DY2638'NORTHEAST OF THE INTERSECTION OF BOLSA AVENUE AND EDWARDS STREET
 DY2638'IN WESTMINSTER.
 DY2638'
 DY2638'TO REACH THE STATION, PROCEED EAST ON BOLSA AVENUE FROM EDWARDS
 DY2638'STREET TO WESTMINSTER MALL.  PARK AT TRUCK COURT 2 ON THE NORTH
 DY2638'SIDE OF THE MALL BETWEEN SEARS ROEBUCK AND CO. AND ROBINSONS
 DY2638'DEPARTMENT STORE.  MR. FRANK STRLE, HOMART DEVELOPMENT CO., 145
 DY2638'WESTMINSTER MALL, PHONE (714) 898-2558 WILL PROVIDE AN ESCORT TO
 DY2638'THE ROOF TOP.  STATION WAS REACHED IN 1974 BY USING THE METAL
 DY2638'CONSTRUCTION STEPS ERECTED OUTSIDE THE SOUTHWEST CORNER OF THE
 DY2638'MALL ENTRANCE TO THE FIRST ROOF LEVEL.  FROM HERE, A LADDER
 DY2638'WAS CLIMBED TO THE LARGE ROUNDED ROOF.
 DY2638'
 DY2638'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DY2638'5-11-10 MAR 1974, EPOXIED TO THE HIGHEST SECTION OF THE ROOF
 DY2638'10.0 FEET EAST OF THE EAST EDGE OF A ROW OF SKYLIGHTS IN THE ROOF.
 DY2638'
 DY2638'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM
 DY2638'1-5-11-10 MAR 1974, IS EPOXIED TO THE ROOF 4.3 FEET SOUTHWEST
 DY2638'OF THE NORTH-NORTHEAST CORNER OF THE ROOF AND 9.69 FEET BELOW
 DY2638'STATION MARK.
 DY2638'
 DY2638'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM
 DY2638'2 5-11-10 MAR 1974, IS EPOXIED TO THE ROOF 6.0 FEET NORTHWEST OF
 DY2638'THE NORTHWEST EDGE OF THE LADDER CAGE.  THE MARK IS 9.70 FEET
 DY2638'BELOW THE STATION MARK.
 DY2638'
 DY2638'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DY2638'5-11-10 MAR 1974, IS EPOXIED 5.9 FEET NORTHWEST OF THE SOUTHEAST
 DY2638'CORNER OF THE ROOF AND IS 9.55 FEET BELOW THE STATION MARK.
 DY2638'
 DY2638'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2642 ***********************************************************************
 DY2642  DESIGNATION -  5 11 17
 DY2642  PID         -  DY2642
 DY2642  STATE/COUNTY-  CA/ORANGE
 DY2642  USGS QUAD   -  SEAL BEACH (1981)
 DY2642
 DY2642                         *CURRENT SURVEY CONTROL
 DY2642  ___________________________________________________________________
 DY2642* NAD 83(1992)-  33 44 32.83930(N)    118 02 31.01589(W)     ADJUSTED  
 DY2642* NAVD 88     -         5.99   (+/-2cm)      19.7    (feet)  VERTCON   
 DY2642  ___________________________________________________________________
 DY2642  EPOCH DATE  -        1991.35
 DY2642  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DY2642  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DY2642  HORZ ORDER  -  SECOND
 DY2642  VERT ORDER  -  THIRD ? (See Below)
 DY2642
 DY2642.The horizontal coordinates were established by classical geodetic methods
 DY2642.and adjusted by the National Geodetic Survey in June 1996.
 DY2642.The horizontal coordinates are valid at the epoch date displayed above.
 DY2642.The epoch date for horizontal control is a decimal equivalence
 DY2642.of Year/Month/Day.
 DY2642
 DY2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2642.The vertical order pertains to the NGVD 29 superseded value.
 DY2642
 DY2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2642
 DY2642.The geoid height was determined by GEOID03.
 DY2642
 DY2642;                    North         East     Units Scale Factor Converg.
 DY2642;SPC CA 6     -   676,188.820 1,833,964.830   MT  0.99997948   -0 59 04.9
 DY2642;SPC CA 6     - 2,218,462.82  6,016,932.95   sFT  0.99997948   -0 59 04.9
 DY2642;UTM  11      - 3,734,088.023   403,486.811   MT  0.99971483   -0 34 43.7
 DY2642
 DY2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2642!SPC CA 6     -   1.00000464  x   0.99997948  =   0.99998412
 DY2642!UTM  11      -   1.00000464  x   0.99971483  =   0.99971947
 DY2642
 DY2642|---------------------------------------------------------------------|
 DY2642| PID    Reference Object                     Distance      Geod. Az  |
 DY2642|                                                           dddmmss.s |
 DY2642| CB9509 5 11 17 RM 1                         10.777 METERS 03539     |
 DY2642| CB9510 5 11 17 RM 2                          6.382 METERS 08713     |
 DY2642| CB9511 5 11 17 RM 3                         10.020 METERS 13939     |
 DY2642| DY2612 SEAL BEACH NAVY DEPOT S TANK        APPROX. 4.3 KM 2745412.2 |
 DY2642| DY2607 SEAL BEACH NAVY DEPOT N TANK        APPROX. 4.5 KM 2774027.8 |
 DY2642| DY2404 SEAL BEACH NAVAL WEAP STA TK        APPROX. 3.1 KM 3493905.9 |
 DY2642|---------------------------------------------------------------------|
 DY2642
 DY2642                          SUPERSEDED SURVEY CONTROL
 DY2642
 DY2642  NAD 83(1986)-  33 44 32.83980(N)    118 02 31.01289(W) AD(1984.00) 2
 DY2642  NAD 27      -  33 44 32.78150(N)    118 02 27.79420(W) AD(       ) 2
 DY2642  NGVD 29 (07/19/86)    5.30   (m)           17.4    (f) LEVELING    3  
 DY2642
 DY2642.Superseded values are not recommended for survey control.
 DY2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2642.See file dsdata.txt to determine how the superseded data were derived.
 DY2642
 DY2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0348734088(NAD 83)
 DY2642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DY2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DY2642
 DY2642  HISTORY     - Date     Condition        Report By
 DY2642  HISTORY     - 1974     MONUMENTED       CA-059
 DY2642
 DY2642                          STATION DESCRIPTION
 DY2642
 DY2642'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2642'THE STATION IS LOCATED BETWEEN THE COUNTY FLOOD CONTROL CHANNEL AND
 DY2642'BOLSA CHICA ROAD ABOUT 0.1 MILE SOUTH OF BOLSA AVENUE NEAR THE
 DY2642'WEST LIMITS OF THE CITY OF HUNTINGTON BEACH.
 DY2642'
 DY2642'TO REACH THE STATION FROM THE T INTERSECTION OF BOLSA AVENUE AND
 DY2642'BOLSA CHICA STREET, PROCEED SOUTH ON BOLSA CHICA STREET TO A GATE
 DY2642'ON THE RIGHT.  PASS THROUGH THE LOCKED GATE (KEY NUMBER 2244)
 DY2642'LEADING TO THE FLOOD CONTROL CHANNEL, TURN LEFT AND THE MARK IS
 DY2642'APPROXIMATELY 500.0 FEET SOUTH OF THE GATE ON THE EAST EDGE OF
 DY2642'THE EAST LEVEE ROAD.
 DY2642'
 DY2642'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DY2642'5-11-17 MAR 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DY2642'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 DY2642'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3
 DY2642'FEET BELOW THE GROUND SURFACE.  THE MARK IS 22.0 FEET SOUTHWEST
 DY2642'OF POWER POLE C-6681-Y, AND 10.0 FEET WEST OF THE CHAIN LINK
 DY2642'FENCE.
 DY2642'
 DY2642'REFERENCE MARK 1, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED RM
 DY2642'1-5-11-17 MAR 1974, IS SET IN TOP OF CONCRETE CURB, 14.3 FEET
 DY2642'NORTH-NORTHEAST OF POWER POLE C-6681-1 AND IS 2.94 FEET BELOW THE
 DY2642'STATION MARK.
 DY2642'
 DY2642'REFERENCE MARK 2, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2642'5-11-17 MAR 1974, IS SET IN TOP OF CONCRETE CURB, 14.6 FEET
 DY2642'SOUTHEAST OF POWER POLE C-6681-Y AND IS 3.00 FEET BELOW THE
 DY2642'STATION MARK.
 DY2642'
 DY2642'REFERENCE MARK 3, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED RM
 DY2642'3-5-11-17 MAR 1974 IS SET IN TOP OF CONCRETE CURB, 40.4 FEET
 DY2642'SOUTH-SOUTHEAST OF POWER POLE C-6681-Y.
 DY2642'
 DY2642'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2644 ***********************************************************************
 DY2644  DESIGNATION -  5 11 19
 DY2644  PID         -  DY2644
 DY2644  STATE/COUNTY-  CA/ORANGE
 DY2644  USGS QUAD   -  SEAL BEACH (1981)
 DY2644
 DY2644                         *CURRENT SURVEY CONTROL
 DY2644  ___________________________________________________________________
 DY2644* NAD 83(1992)-  33 43 46.47930(N)    118 04 19.15660(W)     ADJUSTED  
 DY2644* NAVD 88     -         4.50   (+/-2cm)      14.8    (feet)  VERTCON   
 DY2644  ___________________________________________________________________
 DY2644  EPOCH DATE  -        1991.35
 DY2644  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DY2644  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 DY2644  HORZ ORDER  -  SECOND
 DY2644  VERT ORDER  -  THIRD ? (See Below)
 DY2644
 DY2644.The horizontal coordinates were established by classical geodetic methods
 DY2644.and adjusted by the National Geodetic Survey in June 1996.
 DY2644.The horizontal coordinates are valid at the epoch date displayed above.
 DY2644.The epoch date for horizontal control is a decimal equivalence
 DY2644.of Year/Month/Day.
 DY2644
 DY2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2644.The vertical order pertains to the NGVD 29 superseded value.
 DY2644
 DY2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2644
 DY2644.The geoid height was determined by GEOID03.
 DY2644
 DY2644;                    North         East     Units Scale Factor Converg.
 DY2644;SPC CA 6     -   674,808.932 1,831,156.845   MT  0.99997791   -1 00 04.4
 DY2644;SPC CA 6     - 2,213,935.64  6,007,720.42   sFT  0.99997791   -1 00 04.4
 DY2644;UTM  11      - 3,732,688.641   400,689.401   MT  0.99972158   -0 35 43.1
 DY2644
 DY2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2644!SPC CA 6     -   1.00000488  x   0.99997791  =   0.99998279
 DY2644!UTM  11      -   1.00000488  x   0.99972158  =   0.99972646
 DY2644
 DY2644|---------------------------------------------------------------------|
 DY2644| PID    Reference Object                     Distance      Geod. Az  |
 DY2644|                                                           dddmmss.s |
 DY2644| CB9512 5 11 19 RM 1                         12.724 METERS 00630     |
 DY2644| CB9513 5 11 19 RM 2                         17.543 METERS 04959     |
 DY2644| DY2611 SUNSET BEACH ABAN MILITARY TK       APPROX. 3.7 KM 1282019.3 |
 DY2644| CB9514 5 11 19 RM 3                         13.110 METERS 27735     |
 DY2644| DY2612 SEAL BEACH NAVY DEPOT S TANK        APPROX. 2.3 KM 3200342.5 |
 DY2644| CB9515 5 11 19 RM 4                         17.709 METERS 32014     |
 DY2644| DY2607 SEAL BEACH NAVY DEPOT N TANK        APPROX. 2.6 KM 3205132.6 |
 DY2644|---------------------------------------------------------------------|
 DY2644
 DY2644                          SUPERSEDED SURVEY CONTROL
 DY2644
 DY2644  NAD 83(1986)-  33 43 46.47991(N)    118 04 19.15294(W) AD(1984.00) 2
 DY2644  NAD 27      -  33 43 46.42210(N)    118 04 15.93280(W) AD(       ) 2
 DY2644  NGVD 29 (07/19/86)    3.79   (m)           12.4    (f) LEVELING    3  
 DY2644
 DY2644.Superseded values are not recommended for survey control.
 DY2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2644.See file dsdata.txt to determine how the superseded data were derived.
 DY2644
 DY2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0068932689(NAD 83)
 DY2644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DY2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DY2644
 DY2644  HISTORY     - Date     Condition        Report By
 DY2644  HISTORY     - 1974     MONUMENTED       CA-059
 DY2644
 DY2644                          STATION DESCRIPTION
 DY2644
 DY2644'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2644'THE STATION IS LOCATED ABOUT TWO MILES SOUTHEAST OF SEAL BEACH,
 DY2644'ONE-HALF MILE NORTHEAST OF THE PACIFIC COAST HIGHWAY AND SOUTHEAST
 DY2644'OF THE END OF EDINGER AVENUE AT THE SUNSET AQUATIC PARK.
 DY2644'
 DY2644'TO REACH THE STATION FROM THE INTERSECTION OF BOLSA CHICA
 DY2644'STREET AND EDINGER AVENUE, PROCEED ABOUT 1.6 MILES WEST TO THE
 DY2644'END OF EDINGER AVENUE AT THE ENTRANCE TO SUNSET AQUATIC PARK.
 DY2644'
 DY2644'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DY2644'5-11-19 MAR 1974.  THE SURFACE DISK IS SET IN TOP OF A CONCRETE
 DY2644'CYLINDER ABOUT 200 FEET EAST OF THE PARK ENTRANCE, 24 FEET SOUTH
 DY2644'OF THE CENTERLINE OF EDINGER AVENUE, AND 25.5 FEET WEST OF POWER
 DY2644'POLE 1818628E.  THE UNDERGROUND MARK IS SET IN TOP OF A CONCRETE
 DY2644'BLOCK ABOUT 3 FEET BELOW THE GROUND.
 DY2644'
 DY2644'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2644'5-11-19 MAR 1974, IS SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 DY2644'TWO INCHES ABOVE THE GROUND.  THE MARK IS 17.0 FEET NORTH OF THE
 DY2644'CENTER LINE OF EDINGER AVENUE AND 50 FEET NORTH-NORTHWEST OF
 DY2644'POWER POLE 1818628E.
 DY2644'
 DY2644'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2644'5-11-19 MAR 1974, IS SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 DY2644'TWO INCHES ABOVE THE GROUND.  THE MARK IS 17.4 FEET NORTH OF THE
 DY2644'CENTER LINE OF EDINGER AVENUE AND 45 FEET NORTH-NORTHEAST OF
 DY2644'POWER POLE 1818628E.
 DY2644'
 DY2644'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DY2644'5-11-19 MAR 1974, IS SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 DY2644'SIX INCHES ABOVE THE GROUND.  THE MARK IS 23.5 FEET SOUTH OF THE
 DY2644'CENTER LINE OF EDINGER AVENUE AND 68.5 FEET WEST OF POWER POLE
 DY2644'1818628E.
 DY2644'
 DY2644'REFERENCE MARK 4, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 4
 DY2644'5-11-19 MAR 1974, IS SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 DY2644'TWO INCHES ABOVE THE GROUND.  THE MARK IS 15.7 FEET NORTH OF THE
 DY2644'CENTER LINE OF EDINGER AVENUE AND 79 FEET NORTHWEST OF POWER POLE
 DY2644'1818628E.
 DY2644'
 DY2644'HEIGHT OF LIGHT ABOVE STATION MARK 1.76 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4786 ***********************************************************************
 DX4786  DESIGNATION -  5 11 2
 DX4786  PID         -  DX4786
 DX4786  STATE/COUNTY-  CA/ORANGE
 DX4786  USGS QUAD   -  ANAHEIM (1981)
 DX4786
 DX4786                         *CURRENT SURVEY CONTROL
 DX4786  ___________________________________________________________________
 DX4786* NAD 83(1992)-  33 45 48.80149(N)    117 59 41.37103(W)     ADJUSTED  
 DX4786* NAVD 88     -        29.38   (+/-2cm)      96.4    (feet)  VERTCON   
 DX4786  ___________________________________________________________________
 DX4786  EPOCH DATE  -        1991.35
 DX4786  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 DX4786  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DX4786  HORZ ORDER  -  SECOND
 DX4786  VERT ORDER  -  THIRD ? (See Below)
 DX4786
 DX4786.The horizontal coordinates were established by classical geodetic methods
 DX4786.and adjusted by the National Geodetic Survey in June 1996.
 DX4786.The horizontal coordinates are valid at the epoch date displayed above.
 DX4786.The epoch date for horizontal control is a decimal equivalence
 DX4786.of Year/Month/Day.
 DX4786
 DX4786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4786.The vertical order pertains to the NGVD 29 superseded value.
 DX4786
 DX4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4786
 DX4786.The geoid height was determined by GEOID03.
 DX4786
 DX4786;                    North         East     Units Scale Factor Converg.
 DX4786;SPC CA 6     -   678,454.829 1,838,369.871   MT  0.99998217   -0 57 31.7
 DX4786;SPC CA 6     - 2,225,897.22  6,031,385.15   sFT  0.99998217   -0 57 31.7
 DX4786;UTM  11      - 3,736,384.558   407,874.499   MT  0.99970463   -0 33 10.5
 DX4786
 DX4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4786!SPC CA 6     -   1.00000095  x   0.99998217  =   0.99998312
 DX4786!UTM  11      -   1.00000095  x   0.99970463  =   0.99970558
 DX4786
 DX4786|---------------------------------------------------------------------|
 DX4786| PID    Reference Object                     Distance      Geod. Az  |
 DX4786|                                                           dddmmss.s |
 DX4786| CC3133 5 11 2 RM 1                          25.335 METERS 23741     |
 DX4786| DY2404 SEAL BEACH NAVAL WEAP STA TK        APPROX. 5.0 KM 2784338.7 |
 DX4786| CC3134 5 11 2 RM 2                          23.479 METERS 29255     |
 DX4786|---------------------------------------------------------------------|
 DX4786
 DX4786                          SUPERSEDED SURVEY CONTROL
 DX4786
 DX4786  NAD 83(1986)-  33 45 48.80214(N)    117 59 41.36886(W) AD(1984.00) 2
 DX4786  NAD 27      -  33 45 48.74450(N)    117 59 38.15420(W) AD(       ) 2
 DX4786  NGVD 29 (07/19/86)   28.70   (m)           94.2    (f) LEVELING    3  
 DX4786
 DX4786.Superseded values are not recommended for survey control.
 DX4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4786.See file dsdata.txt to determine how the superseded data were derived.
 DX4786
 DX4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0787436385(NAD 83)
 DX4786_MARKER: Z = SEE DESCRIPTION
 DX4786_SETTING: 0 = UNSPECIFIED SETTING
 DX4786
 DX4786  HISTORY     - Date     Condition        Report By
 DX4786  HISTORY     - 1974     MONUMENTED       CA-059
 DX4786
 DX4786                          STATION DESCRIPTION
 DX4786
 DX4786'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4786'THE STATION IS LOCATED ON THE ROOF OF THE WESTMINSTER COMMUNITY
 DX4786'HOSPITAL AT 200 HOSPITAL CIRCLE IN WESTMINSTER.
 DX4786'
 DX4786'TO REACH THE STATION, PROCEED NORTH ON BEACH BOULEVARD FROM
 DX4786'17TH STREET (WESTMINSTER BOULEVARD), TO 21ST STREET, TURN LEFT
 DX4786'AND GO 0.3 MILE WEST TO THE END OF THE STREET AND THE
 DX4786'HOSPITAL.  THE MARK IS SET ON THE NEW 3-STORY WING TO THE NORTH
 DX4786'FROM 21ST STREET.  ENTRANCE TO THE ROOF IS THROUGH THE DOOR AT
 DX4786'CENTER OF THE EAST SIDE AND BY STAIRWAY TO THE ROOF LEVEL.  A
 DX4786'LADDER HAS BEEN PROVIDED TO CLIMB TO STAIRWELL ROOF.
 DX4786'
 DX4786'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4786'5-11-2 FEB 1974, EPOXIED TO THE ROOF OF THE STAIRWELL 4 FEET
 DX4786'SOUTH OF THE NORTH EDGE AND 4 FEET EAST OF THE WEST EDGE OF THE
 DX4786'ROOF.
 DX4786'
 DX4786'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4786'5-11-2 FEB 1974, IS EPOXIED TO THE ROOF OF THE THIRD FLOOR, 4.0
 DX4786'FEET NORTH OF THE SOUTH WALL AND 3.9 FEET EAST-SOUTHEAST OF THE
 DX4786'SOUTHERLY ROOF DOWN DRAIN AND 10.20 FEET BELOW STATION MARK.
 DX4786'
 DX4786'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4786'5-11-2 FEB 1974, IS EPOXIED TO THE ROOF OF THE THIRD FLOOR, 4.3
 DX4786'FEET SOUTH OF THE NORTH WALL AND 3.4 FEET EAST OF THE NORTHERLY
 DX4786'ROOF DRAIN AND 9.47 FEET BELOW STATION MARK.
 DX4786'
 DX4786'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2640 ***********************************************************************
 DY2640  DESIGNATION -  5 11 22
 DY2640  PID         -  DY2640
 DY2640  STATE/COUNTY-  CA/ORANGE
 DY2640  USGS QUAD   -  SEAL BEACH (1981)
 DY2640
 DY2640                         *CURRENT SURVEY CONTROL
 DY2640  ___________________________________________________________________
 DY2640* NAD 83(1992)-  33 42 57.92695(N)    118 00 57.31972(W)     ADJUSTED  
 DY2640* NAVD 88     -        13.18   (+/-2cm)      43.2    (feet)  VERTCON   
 DY2640  ___________________________________________________________________
 DY2640  EPOCH DATE  -        1991.35
 DY2640  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DY2640  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DY2640  HORZ ORDER  -  SECOND
 DY2640  VERT ORDER  -  THIRD ? (See Below)
 DY2640
 DY2640.The horizontal coordinates were established by classical geodetic methods
 DY2640.and adjusted by the National Geodetic Survey in June 1996.
 DY2640.The horizontal coordinates are valid at the epoch date displayed above.
 DY2640.The epoch date for horizontal control is a decimal equivalence
 DY2640.of Year/Month/Day.
 DY2640
 DY2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2640.The vertical order pertains to the NGVD 29 superseded value.
 DY2640
 DY2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2640
 DY2640.The geoid height was determined by GEOID03.
 DY2640
 DY2640;                    North         East     Units Scale Factor Converg.
 DY2640;SPC CA 6     -   673,223.871 1,836,326.609   MT  0.99997632   -0 58 13.5
 DY2640;SPC CA 6     - 2,208,735.32  6,024,681.55   sFT  0.99997632   -0 58 13.5
 DY2640;UTM  11      - 3,731,140.675   405,868.917   MT  0.99970923   -0 33 50.2
 DY2640
 DY2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2640!SPC CA 6     -   1.00000350  x   0.99997632  =   0.99997982
 DY2640!UTM  11      -   1.00000350  x   0.99970923  =   0.99971273
 DY2640
 DY2640|---------------------------------------------------------------------|
 DY2640| PID    Reference Object                     Distance      Geod. Az  |
 DY2640|                                                           dddmmss.s |
 DY2640| CB9518 5 11 22 RM 3                                       04526     |
 DY2640| DX4630 HUNTINGTON BEACH BAP CH SPIRE       APPROX. 1.5 KM 0923957.7 |
 DY2640| DY2611 SUNSET BEACH ABAN MILITARY TK       APPROX. 2.5 KM 2514449.2 |
 DY2640| CB9516 5 11 22 RM 1                         10.903 METERS 31434     |
 DY2640|---------------------------------------------------------------------|
 DY2640
 DY2640                          SUPERSEDED SURVEY CONTROL
 DY2640
 DY2640  NAD 83(1986)-  33 42 57.92810(N)    118 00 57.31628(W) AD(1984.00) 2
 DY2640  NAD 27      -  33 42 57.86630(N)    118 00 54.10170(W) AD(       ) 2
 DY2640  NGVD 29 (07/19/86)   12.50   (m)           41.0    (f) LEVELING    3  
 DY2640
 DY2640.Superseded values are not recommended for survey control.
 DY2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2640.See file dsdata.txt to determine how the superseded data were derived.
 DY2640
 DY2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0586931141(NAD 83)
 DY2640_MARKER: Z = SEE DESCRIPTION
 DY2640_SETTING: 0 = UNSPECIFIED SETTING
 DY2640
 DY2640  HISTORY     - Date     Condition        Report By
 DY2640  HISTORY     - 1974     MONUMENTED       CA-059
 DY2640
 DY2640                          STATION DESCRIPTION
 DY2640
 DY2640'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2640'THE STATION IS LOCATED AT THE INTERSECTION OF WARNER AVENUE AND
 DY2640'EDWARDS STREET IN THE CITY OF HUNTINGTON BEACH.
 DY2640'
 DY2640'TO REACH THE STATION FROM THE INTERSECTION OF EDWARDS STREET
 DY2640'AND WARNER AVENUE, PROCEED ABOUT 300 FEET WEST TO THE WARNER WEST
 DY2640'APARTMENT COMPLEX.  ENTER PARKING LOT ON RIGHT (NORTH SIDE) TO
 DY2640'BUILDING ON NORTHEAST SIDE OF CIRCULAR PARKING LOT.  THE MANAGER,
 DY2640'JOHN SOMERS (714) 842-0629, PARKING STALL 235, WILL SUPPLY A
 DY2640'LADDER TO CLIMB FROM THE TOP OF OUTSIDE STAIRWAY ON THE
 DY2640'SOUTHEAST SIDE OF BUILDING (ABOUT 200 FEET SOUTHEAST OF THE
 DY2640'OFFICE) TO THE ROOF HATCH.
 DY2640'
 DY2640'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DY2640'5-11-22 MAR 1974 EPOXIED ON THE ROOF SURFACE 4 FEET WEST OF THE EAST
 DY2640'PARAPET WALL AND 6 FEET NORTH OF ROOF ACCESS HATCH.
 DY2640'
 DY2640'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2640'5-11-22 1974, IS EPOXIED TO ROOF 4.5 FEET NORTHWEST OF THE WEST
 DY2640'CORNER OF AN OPEN SKYLIGHT.
 DY2640'
 DY2640'REFERENCE MARK 2 IS A CHISELED CROSS ON THE NORTHEAST SIDE OF A
 DY2640'TWO INCH DIAMETER BY 15 INCH HIGH VENT PIPE LOCATED 1.5 FEET
 DY2640'NORTH OF THE NORTHEAST SIDE OF THE OPEN SKYLIGHT.
 DY2640'
 DY2640'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DY2640'5-11-22 1974, IS EPOXIED TO THE ROOF 4.5 FEET SOUTHWEST OF THE
 DY2640'NORTHEAST PARAPET WALL AND 3.3 FEET NORTHWEST OF SOUTHEAST PARAPET
 DY2640'WALL.
 DY2640'
 DY2640'REFERENCE MARK 4 IS A CHISELED CROSS ON NORTHWEST SIDE OF A TWO
 DY2640'INCH DIAMETER BY 12 INCH HIGH VENT PIPE 15.6 FEET NORTHWEST OF A
 DY2640'ROOF DOWN DRAIN AND TWO FEET SOUTH OF A HOODED VENT.
 DY2640'
 DY2640'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4627 ***********************************************************************
 DX4627  DESIGNATION -  5 11 25
 DX4627  PID         -  DX4627
 DX4627  STATE/COUNTY-  CA/ORANGE
 DX4627  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4627
 DX4627                         *CURRENT SURVEY CONTROL
 DX4627  ___________________________________________________________________
 DX4627* NAD 83(1992)-  33 42 12.73754(N)    117 59 11.54644(W)     ADJUSTED  
 DX4627* NAVD 88     -        33.71   (+/-2cm)     110.6    (feet)  VERTCON   
 DX4627  ___________________________________________________________________
 DX4627  EPOCH DATE  -        1991.35
 DX4627  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DX4627  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DX4627  HORZ ORDER  -  SECOND
 DX4627  VERT ORDER  -  THIRD ? (See Below)
 DX4627
 DX4627.The horizontal coordinates were established by classical geodetic methods
 DX4627.and adjusted by the National Geodetic Survey in June 1996.
 DX4627.The horizontal coordinates are valid at the epoch date displayed above.
 DX4627.The epoch date for horizontal control is a decimal equivalence
 DX4627.of Year/Month/Day.
 DX4627
 DX4627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4627.The vertical order pertains to the NGVD 29 superseded value.
 DX4627
 DX4627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4627
 DX4627.The geoid height was determined by GEOID03.
 DX4627
 DX4627;                    North         East     Units Scale Factor Converg.
 DX4627;SPC CA 6     -   671,786.059 1,839,026.371   MT  0.99997488   -0 57 15.3
 DX4627;SPC CA 6     - 2,204,018.10  6,033,539.02   sFT  0.99997488   -0 57 15.3
 DX4627;UTM  11      - 3,729,722.441   408,578.084   MT  0.99970304   -0 32 50.9
 DX4627
 DX4627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4627!SPC CA 6     -   1.00000027  x   0.99997488  =   0.99997515
 DX4627!UTM  11      -   1.00000027  x   0.99970304  =   0.99970331
 DX4627
 DX4627|---------------------------------------------------------------------|
 DX4627| PID    Reference Object                     Distance      Geod. Az  |
 DX4627|                                                           dddmmss.s |
 DX4627| CC3135 5 11 25 RM 1                         27.914 METERS 12644     |
 DX4627| CC3136 5 11 25 RM 2                         16.779 METERS 18510     |
 DX4627| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 3.3 KM 2064038.8 |
 DX4627| DY2611 SUNSET BEACH ABAN MILITARY TK       APPROX. 5.1 KM 2770202.8 |
 DX4627|---------------------------------------------------------------------|
 DX4627
 DX4627                          SUPERSEDED SURVEY CONTROL
 DX4627
 DX4627  NAD 83(1986)-  33 42 12.73898(N)    117 59 11.54353(W) AD(1984.00) 2
 DX4627  NAD 27      -  33 42 12.67550(N)    117 59 08.33190(W) AD(       ) 2
 DX4627  NGVD 29 (07/19/86)   33.03   (m)          108.4    (f) LEVELING    3  
 DX4627
 DX4627.Superseded values are not recommended for survey control.
 DX4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4627.See file dsdata.txt to determine how the superseded data were derived.
 DX4627
 DX4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0857829722(NAD 83)
 DX4627_MARKER: Z = SEE DESCRIPTION
 DX4627_SETTING: 0 = UNSPECIFIED SETTING
 DX4627
 DX4627  HISTORY     - Date     Condition        Report By
 DX4627  HISTORY     - 1974     MONUMENTED       CA-059
 DX4627
 DX4627                          STATION DESCRIPTION
 DX4627
 DX4627'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4627'THE STATION IS LOCATED ON THE ROOF OF HUNTINGTON INTER-COMMUNITY
 DX4627'HOSPITAL AT 17772 BEACH BOULEVARD IN HUNTINGTON BEACH.
 DX4627'
 DX4627'TO REACH THE STATION FROM THE INTERSECTION OF TALBERT AVENUE AND
 DX4627'BEACH BOULEVARD IN HUNTINGTON BEACH, PROCEED 0.1 MILE NORTH ON
 DX4627'BEACH BOULEVARD.  THE STATIONIS ON THE RIGHT (EAST) SIDE ATOP THE
 DX4627'EASTERLY 5-STORY STRUCTURE.  THE ELEVATOR IS ABOUT THE CENTER OF
 DX4627'THE BUILDING MAY BE TAKEN TO THE FOURTH FLOOR.  CROSS THE
 DX4627'CORRIDOR TO A STAIRWAY TO THE RECORDS ROOM.  GO INSIDE TO CLIMB
 DX4627'THE LADDER LEADING TO THE ROOF HATCH.  MR. FRED WILLIAMS,
 DX4627'THE CHIEF ENGINEER, PHONE NUMBER (714) 842-1473 EXT. 257 MAY
 DX4627'BE CONTACTED PRIOR TO OCCUPATION.  THE KEY TO THE RECORDS ROOM
 DX4627'IS AVAILABLE AT THE MAIN DESK ON THE GROUND FLOOR.
 DX4627'
 DX4627'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4627'5-11-25 MAR 1974, EPOXIED TO THE ROOF 8 FEET WEST OF THE ROOF
 DX4627'HATCH.
 DX4627'
 DX4627'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4627'5-11-25 MAR 1974, IS EPOXIED TO THE ROOF SURFACE ABOVE THE
 DX4627'WINDOWS AND 7.75 FEET BELOW THE STATION MARK.  THE MARK IS 47
 DX4627'FEET SOUTH OF THE NORTHEAST CORNER OF THE MAIN ROOF SECTION AND
 DX4627'0.5 FEET EAST OF THE WEST EDGE OF THE RAISED WINDOW ROOF.
 DX4627'
 DX4627'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4627'5-11-25 MAR 1974, IS EPOXIED TO THE ROOF SURFACE ABOVE THE
 DX4627'WINDOWS.  THE MARK IS 47 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 DX4627'MAIN ROOF AREA, 0.5 FEET WEST OF THE EAST EDGE OF THE 4 FEET BY 8
 DX4627'FEET RAISED WINDOW ROOF AND IS 7.73 FEET BELOW THE STATION MARK.
 DX4627'
 DX4627'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2203 ***********************************************************************
 DY2203  DESIGNATION -  5 11 3
 DY2203  PID         -  DY2203
 DY2203  STATE/COUNTY-  CA/ORANGE
 DY2203  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2203
 DY2203                         *CURRENT SURVEY CONTROL
 DY2203  ___________________________________________________________________
 DY2203* NAD 83(1992)-  33 45 45.58090(N)    118 01 24.00192(W)     ADJUSTED  
 DY2203* NAVD 88     -        19.21   (+/-2cm)      63.0    (feet)  VERTCON   
 DY2203  ___________________________________________________________________
 DY2203  EPOCH DATE  -        1991.35
 DY2203  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 DY2203  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 DY2203  HORZ ORDER  -  SECOND
 DY2203  VERT ORDER  -  THIRD ? (See Below)
 DY2203
 DY2203.The horizontal coordinates were established by classical geodetic methods
 DY2203.and adjusted by the National Geodetic Survey in June 1996.
 DY2203.The horizontal coordinates are valid at the epoch date displayed above.
 DY2203.The epoch date for horizontal control is a decimal equivalence
 DY2203.of Year/Month/Day.
 DY2203
 DY2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2203.The vertical order pertains to the NGVD 29 superseded value.
 DY2203
 DY2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2203
 DY2203.The geoid height was determined by GEOID03.
 DY2203
 DY2203;                    North         East     Units Scale Factor Converg.
 DY2203;SPC CA 6     -   678,400.172 1,835,727.572   MT  0.99998205   -0 58 28.1
 DY2203;SPC CA 6     - 2,225,717.90  6,022,716.21   sFT  0.99998205   -0 58 28.1
 DY2203;UTM  11      - 3,736,311.208   405,233.379   MT  0.99971071   -0 34 07.6
 DY2203
 DY2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2203!SPC CA 6     -   1.00000256  x   0.99998205  =   0.99998461
 DY2203!UTM  11      -   1.00000256  x   0.99971071  =   0.99971327
 DY2203
 DY2203|---------------------------------------------------------------------|
 DY2203| PID    Reference Object                     Distance      Geod. Az  |
 DY2203|                                                           dddmmss.s |
 DY2203| CB9520 5 11 3 RM 1                          22.560 METERS 22152     |
 DY2203| DY2404 SEAL BEACH NAVAL WEAP STA TK        APPROX. 2.4 KM 2902843.7 |
 DY2203| CB9521 5 11 3 RM 2                          18.195 METERS 31209     |
 DY2203|---------------------------------------------------------------------|
 DY2203
 DY2203                          SUPERSEDED SURVEY CONTROL
 DY2203
 DY2203  NAD 83(1986)-  33 45 45.58154(N)    118 01 23.99934(W) AD(1984.00) 2
 DY2203  NAD 27      -  33 45 45.52460(N)    118 01 20.78190(W) AD(       ) 2
 DY2203  NGVD 29 (07/19/86)   18.52   (m)           60.8    (f) LEVELING    3  
 DY2203
 DY2203.Superseded values are not recommended for survey control.
 DY2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2203.See file dsdata.txt to determine how the superseded data were derived.
 DY2203
 DY2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0523336311(NAD 83)
 DY2203_MARKER: Z = SEE DESCRIPTION
 DY2203_SETTING: 0 = UNSPECIFIED SETTING
 DY2203
 DY2203  HISTORY     - Date     Condition        Report By
 DY2203  HISTORY     - 1974     MONUMENTED       CA-059
 DY2203  HISTORY     - 20060525 MARK NOT FOUND   GEOCAC
 DY2203
 DY2203                          STATION DESCRIPTION
 DY2203
 DY2203'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2203'THE STATION IS LOCATED JUST NORTHEAST OF THE INTERSECTION OF THE
 DY2203'SAN DIEGO FREEWAY (RT 405) AND SPRINGDALE STREET IN WESTMINSTER.
 DY2203'
 DY2203'TO REACH THE STATION, PROCEED NORTH FROM THE SAN DIEGO FREEWAY
 DY2203'0.1 MILE ON SPRINGDALE STREET TO NAVAJO ROAD, TURN RIGHT AND GO
 DY2203'ABOUT 200.0 FEET TO SIOUX ROAD.  TURN RIGHT AND CONTINUE TO THE
 DY2203'LARGE CONCRETE WATER RESERVOIR ON THE LEFT OWNED BY THE CITY OF
 DY2203'WESTMINSTER.  A KEY TO LOCK NUMBER 2126 IS NEEDED TO GAIN ACCESS
 DY2203'TO YARD AND CONCRETE STAIRS ON NORTH SIDE OF TANK, WHICH LEAD TO
 DY2203'STATION MARK ON TOP.
 DY2203'
 DY2203'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DY2203'5-11-3 FEB 1974, EPOXIED TO THE TOP OF THE CONCRETE WATER
 DY2203'RESERVOIR, 56.0 FEET SOUTH OF THE STAIRWAY LANDING AND 73.0 FEET
 DY2203'EAST OF THE CENTER OF THE TANK.
 DY2203'
 DY2203'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2203'5-11-3 FEB 1974, IS EPOXIED TO THE TOP OF CONCRETE WATER TANK, 7.2
 DY2203'FEET EASTERLY OF A 4 INCH VENTPIPE AND 15.6 FEET NORTHEASTERLY OF
 DY2203'SOUTHERLY GUY BOLT TO VENT PIPE.  RM 1 IS 0.63 FOOT HIGHER THAN
 DY2203'THE STATION MARK.
 DY2203'
 DY2203'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2203'5-11-3 FEB 1974, IS EPOXIED TO TOP OF CONCRETE WATER TANK, 2.6
 DY2203'FEET SOUTHERLY OF THE NORTH EDGE OF TANK AND 3.0 FEET SOUTHWESTERLY
 DY2203'OF SOUTHWEST GUARD RAIL POST LEADING FROM STAIRS.  RM 2 IS 0.19
 DY2203'FEET LOWER THAN THE STATION MARK.
 DY2203'
 DY2203'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 DY2203
 DY2203                          STATION RECOVERY (2006)
 DY2203
 DY2203'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY2203'THERE IS NO LONGER A WATER TANK AT THIS LOCATION. THERE IS NOW A
 DY2203'PRIVATE HOUSING DEVELOPMENT THERE.
 DY2203'A WEB SEARCH DISCOVERED A LINK
 DY2203'WWW.CI.WESTMINSTER.CA.US/ABOUT/HISTORY.ASP WHICH DESCRIBES THE FAILURE
 DY2203'OF THE 5,000,000 GALLON TANK IN 1998. I THEN FOUND ANOTHER SITE
 DY2203'WWW.CBI.COM/SERVICES/PROJECTS/WESTMINSTER-RESERVOIRS.ASPX THAT
 DY2203'EXPLAINED THAT THE CITY DEMOLISHED THE DAMAGED TANK AND ITS TWIN AND
 DY2203'REPLACED THEM WITH STEEL TANKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2639 ***********************************************************************
 DY2639  DESIGNATION -  5 11 34
 DY2639  PID         -  DY2639
 DY2639  STATE/COUNTY-  CA/ORANGE
 DY2639  USGS QUAD   -  SEAL BEACH (1981)
 DY2639
 DY2639                         *CURRENT SURVEY CONTROL
 DY2639  ___________________________________________________________________
 DY2639* NAD 83(1992)-  33 41 45.33498(N)    118 00 53.62410(W)     ADJUSTED  
 DY2639* NAVD 88     -        21.71   (+/-2cm)      71.2    (feet)  VERTCON   
 DY2639  ___________________________________________________________________
 DY2639  EPOCH DATE  -        1991.35
 DY2639  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DY2639  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DY2639  HORZ ORDER  -  SECOND
 DY2639  VERT ORDER  -  THIRD ? (See Below)
 DY2639
 DY2639.The horizontal coordinates were established by classical geodetic methods
 DY2639.and adjusted by the National Geodetic Survey in June 1996.
 DY2639.The horizontal coordinates are valid at the epoch date displayed above.
 DY2639.The epoch date for horizontal control is a decimal equivalence
 DY2639.of Year/Month/Day.
 DY2639
 DY2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2639.The vertical order pertains to the NGVD 29 superseded value.
 DY2639
 DY2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2639
 DY2639.The geoid height was determined by GEOID03.
 DY2639
 DY2639;                    North         East     Units Scale Factor Converg.
 DY2639;SPC CA 6     -   670,986.055 1,836,383.890   MT  0.99997404   -0 58 11.4
 DY2639;SPC CA 6     - 2,201,393.42  6,024,869.48   sFT  0.99997404   -0 58 11.4
 DY2639;UTM  11      - 3,728,903.917   405,942.058   MT  0.99970906   -0 33 47.1
 DY2639
 DY2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2639!SPC CA 6     -   1.00000216  x   0.99997404  =   0.99997620
 DY2639!UTM  11      -   1.00000216  x   0.99970906  =   0.99971122
 DY2639
 DY2639:                Primary Azimuth Mark                     Grid Az
 DY2639:SPC CA 6     -  HUNTINGTON BEACH BAP CH SPIRE            033 42 13.5
 DY2639:UTM  11      -  HUNTINGTON BEACH BAP CH SPIRE            033 17 49.2
 DY2639
 DY2639|---------------------------------------------------------------------|
 DY2639| PID    Reference Object                     Distance      Geod. Az  |
 DY2639|                                                           dddmmss.s |
 DY2639| DX4630 HUNTINGTON BEACH BAP CH SPIRE       APPROX. 2.6 KM 0324402.1 |
 DY2639| CB9522 5 11 34 RM 1                         20.115 METERS 04055     |
 DY2639| CB9523 5 11 34 RM 2                         19.143 METERS 13826     |
 DY2639| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 2.4 KM 1505617.4 |
 DY2639|---------------------------------------------------------------------|
 DY2639
 DY2639                          SUPERSEDED SURVEY CONTROL
 DY2639
 DY2639  NAD 83(1986)-  33 41 45.33612(N)    118 00 53.62351(W) AD(1984.00) 2
 DY2639  NAD 83(1986)-  33 41 45.33640(N)    118 00 53.62038(W) AD(1984.00) 2
 DY2639  NAD 27      -  33 41 45.27310(N)    118 00 50.40680(W) AD(       ) 2
 DY2639  NGVD 29 (07/19/86)   21.03   (m)           69.0    (f) LEVELING    3  
 DY2639
 DY2639.Superseded values are not recommended for survey control.
 DY2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2639.See file dsdata.txt to determine how the superseded data were derived.
 DY2639
 DY2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0594228904(NAD 83)
 DY2639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DY2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DY2639
 DY2639  HISTORY     - Date     Condition        Report By
 DY2639  HISTORY     - 1974     MONUMENTED       CA-059
 DY2639
 DY2639                          STATION DESCRIPTION
 DY2639
 DY2639'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2639'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE CIVIC
 DY2639'CENTER IN HUNTINGTON BEACH.
 DY2639'
 DY2639'TO REACH THE STATION FROM THE INTERSECTION OF EDWARDS STREET AND
 DY2639'ELLIS AVENUE, PROCEED 0.1 MILE NORTH ON EDWARDS STREET.  THE
 DY2639'STATION IS FOUND ON THE RIGHT SIDE ATOP A CUT BANK 27 FEET EAST OF
 DY2639'THE CENTERLINE OF EDWARDS AVENUE AND ABOUT 180 FEET
 DY2639'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE
 DY2639'AROUND BROOKS 1 OIL WELL.
 DY2639'
 DY2639'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DY2639'5-11-34 MAR 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DY2639'CONCRETE CYLINDER THAT IS TWO INCHES BELOW THE GROUND SURFACE.  THE
 DY2639'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE MASS ABOUT 3 FEET
 DY2639'BELOW THE GROUND SURFACE.  THE MARK IS 108 FEET NORTHEAST OF
 DY2639'POWER POLE 1956122E ACROSS THE STREET.
 DY2639'
 DY2639'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2639'5-11-34 MAR 1974, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE
 DY2639'FLUSH WITH THE GROUND.  THE MARK IS 69.5 FEET EAST OF THE
 DY2639'CENTERLINE OF EDWARDS STREET AND 97.0 FEET NORTH OF RM 2.
 DY2639'
 DY2639'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2639'5-11-34 MAR 1974, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE
 DY2639'FLUSH WITH THE GROUND.  THE MARK IS 70.5 FEET EAST OF THE
 DY2639'CENTERLINE OF EDWARDS STREET AND 126.5 FEET NORTH-NORTHEAST OF THE
 DY2639'NORTHWEST CORNER OF A SIX FOOT FENCE AROUND BROOKS 1
 DY2639'OIL WELL.
 DY2639'
 DY2639'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2409 ***********************************************************************
 DY2409  DESIGNATION -  5 11 7
 DY2409  PID         -  DY2409
 DY2409  STATE/COUNTY-  CA/ORANGE
 DY2409  USGS QUAD   -  LOS ALAMITOS (1981)
 DY2409
 DY2409                         *CURRENT SURVEY CONTROL
 DY2409  ___________________________________________________________________
 DY2409* NAD 83(1992)-  33 45 33.85939(N)    118 04 23.01106(W)     ADJUSTED  
 DY2409* NAVD 88     -         4.20   (+/-2cm)      13.8    (feet)  VERTCON   
 DY2409  ___________________________________________________________________
 DY2409  EPOCH DATE  -        1991.35
 DY2409  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DY2409  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY2409  HORZ ORDER  -  SECOND
 DY2409  VERT ORDER  -  THIRD ? (See Below)
 DY2409
 DY2409.The horizontal coordinates were established by classical geodetic methods
 DY2409.and adjusted by the National Geodetic Survey in June 1996.
 DY2409.The horizontal coordinates are valid at the epoch date displayed above.
 DY2409.The epoch date for horizontal control is a decimal equivalence
 DY2409.of Year/Month/Day.
 DY2409
 DY2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2409.The vertical order pertains to the NGVD 29 superseded value.
 DY2409
 DY2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2409
 DY2409.The geoid height was determined by GEOID03.
 DY2409
 DY2409;                    North         East     Units Scale Factor Converg.
 DY2409;SPC CA 6     -   678,118.528 1,831,115.478   MT  0.99998163   -1 00 06.5
 DY2409;SPC CA 6     - 2,224,793.87  6,007,584.70   sFT  0.99998163   -1 00 06.5
 DY2409;UTM  11      - 3,735,997.007   400,624.619   MT  0.99972174   -0 35 46.9
 DY2409
 DY2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2409!SPC CA 6     -   1.00000493  x   0.99998163  =   0.99998656
 DY2409!UTM  11      -   1.00000493  x   0.99972174  =   0.99972667
 DY2409
 DY2409|---------------------------------------------------------------------|
 DY2409| PID    Reference Object                     Distance      Geod. Az  |
 DY2409|                                                           dddmmss.s |
 DY2409| CB9524 5 11 7 RM 1                          39.786 METERS 04737     |
 DY2409| DY2404 SEAL BEACH NAVAL WEAP STA TK        APPROX. 2.6 KM 0621749.8 |
 DY2409| CB9525 5 11 7 RM 2                          22.321 METERS 09021     |
 DY2409| DY2612 SEAL BEACH NAVY DEPOT S TANK        APPROX. 2.1 KM 2225116.5 |
 DY2409| DY2607 SEAL BEACH NAVY DEPOT N TANK        APPROX. 2.0 KM 2302016.8 |
 DY2409| CB9526 5 11 7 RM 3                          37.591 METERS 31453     |
 DY2409|---------------------------------------------------------------------|
 DY2409
 DY2409                          SUPERSEDED SURVEY CONTROL
 DY2409
 DY2409  NAD 83(1986)-  33 45 33.85929(N)    118 04 23.00851(W) AD(1984.00) 2
 DY2409  NAD 27      -  33 45 33.80360(N)    118 04 19.78690(W) AD(       ) 2
 DY2409  NGVD 29 (07/19/86)    3.48   (m)           11.4    (f) LEVELING    3  
 DY2409
 DY2409.Superseded values are not recommended for survey control.
 DY2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2409.See file dsdata.txt to determine how the superseded data were derived.
 DY2409
 DY2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0062535997(NAD 83)
 DY2409_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DY2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DY2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2409+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 DY2409
 DY2409  HISTORY     - Date     Condition        Report By
 DY2409  HISTORY     - 1974     MONUMENTED       CA-059
 DY2409  HISTORY     - 20061213 GOOD             GEOCAC
 DY2409
 DY2409                          STATION DESCRIPTION
 DY2409
 DY2409'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2409'THE STATION IS LOCATED ABOUT 0.25 MILES EAST OF THE INTERSECTION OF
 DY2409'SEAL BEACH BOULEVARD ON WESTMINISTER AVENUE IN SEAL BEACH.
 DY2409'
 DY2409'TO REACH THE STATION FROM THE INTERSECTION OF SEAL BEACH BOULEVARD,
 DY2409'PROCEED EAST ON WESTMINISTER BOULEVARD 0.25 MILE TO THE END OF THE
 DY2409'CURBING ON THE SOUTH SIDE OF STREET ABOUT 400 FEET EAST OF THE
 DY2409'RAILROAD CROSSING WHERE THE STATION IS LOCATED.
 DY2409'
 DY2409'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DY2409'5-11-7 MAR 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DY2409'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 DY2409'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE MASS ABOUT 3
 DY2409'FEET BELOW THE GROUND SURFACE.  THE MARK IS 45.0 FEET SOUTH OF
 DY2409'THE CENTERLINE OF WESTMINSTER BOULEVARD, 3.0 FEET SOUTH, 10.0
 DY2409'FEET WEST OF EAST END OF CURB, AND 0.1 FOOT LOWER THAN SOUTH
 DY2409'CURB.
 DY2409'
 DY2409'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2409'5-11-7 MAR 1974, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE
 DY2409'FLUSH WITH THE GROUND.  THE MARK IS 87.0 FEET EAST OF THE EAST END
 DY2409'OF THE NORTH CURB AND 6.0 FEET SOUTH OF A 7.0 FOOT CHAIN LINK
 DY2409'FENCE.  RM 1 IS 0.73 FEET BELOW THE STATION MARK.
 DY2409'
 DY2409'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2409'5-11-7 MAR 1974, IS SET IN TOP OF A 12 INCH CYLINDER OF CONCRETE
 DY2409'FLUSH WITH GROUND.  THE MARK IS 62.0 FEET EAST OF THE EAST END OF
 DY2409'THE SOUTH CURB, 6.5 FEET NORTH OF A 7.0 CHAIN LINK FENCE, 7.5
 DY2409'FEET SOUTH OF SOUTH EDGE OF PAVEMENT AND 1.34 FEET BELOW STATION
 DY2409'MARK.
 DY2409'
 DY2409'REFERENCE MARK 3, A 2-1/4 IN OCS ALUMINUM DISK STAMPED RM 3
 DY2409'5-11-7 MAR 1974, IS SET IN TOP OF CURB.  THE MARK IS 33.0 FEET
 DY2409'WEST OF THE WEST SIDE OF A DRAIN IN CURB AND 16.0 FEET
 DY2409'SOUTHEAST OF POWER POLE 1775172E.
 DY2409'
 DY2409'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 DY2409
 DY2409                          STATION RECOVERY (2006)
 DY2409
 DY2409'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 DY2409'SURFACE MARK WAS RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO
 DY2409'RECOVER THE UNDERGROUND MARK.  A CURSORY SEARCH FOR THE THREE
 DY2409'REFERENCE MARKS REVEALED NOTHING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0451 ***********************************************************************
 DY0451  DESIGNATION -  5 21 LA CO
 DY0451  PID         -  DY0451
 DY0451  STATE/COUNTY-  CA/LOS ANGELES
 DY0451  USGS QUAD   -  SOUTH GATE (1981)
 DY0451
 DY0451                         *CURRENT SURVEY CONTROL
 DY0451  ___________________________________________________________________
 DY0451* NAD 83(1986)-  33 53 45.     (N)    118 13 12.     (W)     SCALED    
 DY0451* NAVD 88     -        20.73   (+/-2cm)      68.0    (feet)  VERTCON   
 DY0451  ___________________________________________________________________
 DY0451  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0451  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0451
 DY0451.The horizontal coordinates were scaled from a topographic map and have
 DY0451.an estimated accuracy of +/- 6 seconds.
 DY0451
 DY0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0451.The vertical order pertains to the NGVD 29 superseded value.
 DY0451
 DY0451.The geoid height was determined by GEOID03.
 DY0451
 DY0451;                    North         East    Units  Estimated Accuracy
 DY0451;SPC CA 5     -   543,930.    1,979,650.      MT  (+/- 180 meters Scaled)
 DY0451
 DY0451                          SUPERSEDED SURVEY CONTROL
 DY0451
 DY0451  NGVD 29 (??/??/92)   19.981  (m)           65.55   (f) ADJ UNCH    1 2
 DY0451
 DY0451.Superseded values are not recommended for survey control.
 DY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0451.See file dsdata.txt to determine how the superseded data were derived.
 DY0451
 DY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT871512(NAD 83)
 DY0451_MARKER: R = RIVET
 DY0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0451_STAMPING: RE 321 BM 5-21
 DY0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0451+STABILITY: SURFACE MOTION
 DY0451
 DY0451  HISTORY     - Date     Condition        Report By
 DY0451  HISTORY     - UNK      MONUMENTED       CA-037
 DY0451  HISTORY     - 1955     GOOD             NGS
 DY0451  HISTORY     - 1964     GOOD             NGS
 DY0451
 DY0451                          STATION DESCRIPTION
 DY0451
 DY0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0451'AT COMPTON.
 DY0451'AT COMPTON, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.2
 DY0451'MILE SOUTH OF THE CALIFORNIA DEPARTMENT OF MOTOR VEHICLES BUILDING,
 DY0451'AT THE INTERSECTION OF ALAMEDA STREET AND COMPTON BOULEVARD,
 DY0451'53.1 FEET EAST OF THE EAST RAIL, 20.0 FEET WEST OF THE CENTER
 DY0451'LINE OF THE STREET, 19.9 FEET NORTH OF THE NORTH CURB OF THE
 DY0451'BOULEVARD, 5.5 FEET EAST OF THE WEST CURB OF THE STREET, ABOUT
 DY0451'1 FOOT UNDER THE STREET PAVEMENT, AND SET IN THE TOP OF A
 DY0451'CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH AN 8-INCH PIPE
 DY0451'WITH A METAL COVER MARKED COUNTY SURVEYOR MONUMENT.
 DY0451
 DY0451                          STATION RECOVERY (1964)
 DY0451
 DY0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3215 ***********************************************************************
 AA3215  DESIGNATION -  5 28.0
 AA3215  PID         -  AA3215
 AA3215  STATE/COUNTY-  CA/LOS ANGELES
 AA3215  USGS QUAD   -  BURBANK (1994)
 AA3215
 AA3215                         *CURRENT SURVEY CONTROL
 AA3215  ___________________________________________________________________
 AA3215* NAD 83(1986)-  34 09 56.     (N)    118 17 55.     (W)     SCALED    
 AA3215* NAVD 88     -       156.071  (meters)     512.04   (feet)  ADJUSTED  
 AA3215  ___________________________________________________________________
 AA3215  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AA3215  DYNAMIC HT  -         155.907 (meters)     511.50  (feet)  COMP
 AA3215  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 AA3215
 AA3215  VERT ORDER  -  FIRST     CLASS II
 AA3215
 AA3215.The horizontal coordinates were scaled from a topographic map and have
 AA3215.an estimated accuracy of +/- 6 seconds.
 AA3215
 AA3215.The orthometric height was determined by differential leveling
 AA3215.and adjusted in June 1995.
 AA3215
 AA3215.The geoid height was determined by GEOID03.
 AA3215
 AA3215.The dynamic height is computed by dividing the NAVD 88
 AA3215.geopotential number by the normal gravity value computed on the
 AA3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3215.degrees latitude (g = 980.6199 gals.).
 AA3215
 AA3215.The modeled gravity was interpolated from observed gravity values.
 AA3215
 AA3215;                    North         East    Units  Estimated Accuracy
 AA3215;SPC CA 5     -   573,870.    1,972,470.      MT  (+/- 180 meters Scaled)
 AA3215
 AA3215                          SUPERSEDED SURVEY CONTROL
 AA3215
 AA3215.No superseded survey control is available for this station.
 AA3215
 AA3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT803812(NAD 83)
 AA3215_MARKER: DD = SURVEY DISK
 AA3215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3215_STAMPING: LA 5-28.0 1993
 AA3215_MARK LOGO: CADT  
 AA3215_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3215+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1994
 AA3215
 AA3215  HISTORY     - Date     Condition        Report By
 AA3215  HISTORY     - 1993     MONUMENTED       CADT
 AA3215  HISTORY     - 19940821 GOOD             NGS
 AA3215
 AA3215                          STATION DESCRIPTION
 AA3215
 AA3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3215'IN BURBANK, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND WESTERN
 AA3215'AVENUE, 180.0 M (590.5 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 14.7
 AA3215'M (48.2 FT) NORTHWEST OF CALL BOX NUMBER 5 278, 5.9 M (19.4 FT)
 AA3215'SOUTHWEST OF THE CENTER OF AN ON-RAMP, 2.2 M (7.2 FT) NORTHEAST OF THE
 AA3215'NORTHBOUND HIGHWAY FOG LINE, THE DISK ON TOP OF A 0.9 METER IS FLUSH
 AA3215'WITH AND SURROUNDED BY THE ASPHALT SHOULDER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3216 ***********************************************************************
 AA3216  DESIGNATION -  5 28.3
 AA3216  PID         -  AA3216
 AA3216  STATE/COUNTY-  CA/LOS ANGELES
 AA3216  USGS QUAD   -  BURBANK (1994)
 AA3216
 AA3216                         *CURRENT SURVEY CONTROL
 AA3216  ___________________________________________________________________
 AA3216* NAD 83(1986)-  34 10 09.     (N)    118 18 09.     (W)     SCALED    
 AA3216* NAVD 88     -       161.562  (meters)     530.06   (feet)  ADJUSTED  
 AA3216  ___________________________________________________________________
 AA3216  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AA3216  DYNAMIC HT  -         161.392 (meters)     529.50  (feet)  COMP
 AA3216  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 AA3216
 AA3216  VERT ORDER  -  FIRST     CLASS II
 AA3216
 AA3216.The horizontal coordinates were scaled from a topographic map and have
 AA3216.an estimated accuracy of +/- 6 seconds.
 AA3216
 AA3216.The orthometric height was determined by differential leveling
 AA3216.and adjusted in June 1995.
 AA3216
 AA3216.The geoid height was determined by GEOID03.
 AA3216
 AA3216.The dynamic height is computed by dividing the NAVD 88
 AA3216.geopotential number by the normal gravity value computed on the
 AA3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3216.degrees latitude (g = 980.6199 gals.).
 AA3216
 AA3216.The modeled gravity was interpolated from observed gravity values.
 AA3216
 AA3216;                    North         East    Units  Estimated Accuracy
 AA3216;SPC CA 5     -   574,270.    1,972,110.      MT  (+/- 180 meters Scaled)
 AA3216
 AA3216                          SUPERSEDED SURVEY CONTROL
 AA3216
 AA3216.No superseded survey control is available for this station.
 AA3216
 AA3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799816(NAD 83)
 AA3216_MARKER: DD = SURVEY DISK
 AA3216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3216_STAMPING: LA 5-28.3 1993
 AA3216_MARK LOGO: CADT  
 AA3216_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3216+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1994
 AA3216
 AA3216  HISTORY     - Date     Condition        Report By
 AA3216  HISTORY     - 1993     MONUMENTED       CADT
 AA3216  HISTORY     - 19940821 GOOD             NGS
 AA3216
 AA3216                          STATION DESCRIPTION
 AA3216
 AA3216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3216'IN BURBANK, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND ALAMEDA
 AA3216'AVENUE, 177.0 M (580.7 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 44.3
 AA3216'M (145.3 FT) NORTHWEST OF CALL BOX NUMBER 5 284, 5.4 M (17.7 FT)
 AA3216'SOUTHWEST OF THE CENTER OF AN OFF-RAMP, 2.4 M (7.9 FT) NORTHEAST OF
 AA3216'THE NORTHBOUND HIGHWAY FOG LINE, 0.9 M (3.0 FT) SOUTHEAST OF THE EAST
 AA3216'CORNER OF A CATCH BASIN, DISK ON TOP OF A 0.9 METER PIPE, FLUSH WITH
 AA3216'AND SURROUNDED BY THE ASPHALT SHOULDER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3222 ***********************************************************************
 AA3222  DESIGNATION -  5 31.6
 AA3222  PID         -  AA3222
 AA3222  STATE/COUNTY-  CA/LOS ANGELES
 AA3222  USGS QUAD   -  BURBANK (1994)
 AA3222
 AA3222                         *CURRENT SURVEY CONTROL
 AA3222  ___________________________________________________________________
 AA3222* NAD 83(1986)-  34 12 13.     (N)    118 20 31.     (W)     SCALED    
 AA3222* NAVD 88     -       216.770  (meters)     711.19   (feet)  ADJUSTED  
 AA3222  ___________________________________________________________________
 AA3222  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AA3222  DYNAMIC HT  -         216.539 (meters)     710.43  (feet)  COMP
 AA3222  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 AA3222
 AA3222  VERT ORDER  -  FIRST     CLASS II
 AA3222
 AA3222.The horizontal coordinates were scaled from a topographic map and have
 AA3222.an estimated accuracy of +/- 6 seconds.
 AA3222
 AA3222.The orthometric height was determined by differential leveling
 AA3222.and adjusted in June 1995.
 AA3222
 AA3222.The geoid height was determined by GEOID03.
 AA3222
 AA3222.The dynamic height is computed by dividing the NAVD 88
 AA3222.geopotential number by the normal gravity value computed on the
 AA3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3222.degrees latitude (g = 980.6199 gals.).
 AA3222
 AA3222.The modeled gravity was interpolated from observed gravity values.
 AA3222
 AA3222;                    North         East    Units  Estimated Accuracy
 AA3222;SPC CA 5     -   578,100.    1,968,490.      MT  (+/- 180 meters Scaled)
 AA3222
 AA3222                          SUPERSEDED SURVEY CONTROL
 AA3222
 AA3222.No superseded survey control is available for this station.
 AA3222
 AA3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT763855(NAD 83)
 AA3222_MARKER: DD = SURVEY DISK
 AA3222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3222_STAMPING: LA 5-31.6 1993
 AA3222_MARK LOGO: CADT  
 AA3222_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3222+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 AA3222
 AA3222  HISTORY     - Date     Condition        Report By
 AA3222  HISTORY     - 1993     MONUMENTED       CADT
 AA3222  HISTORY     - 19940823 GOOD             NGS
 AA3222
 AA3222                          STATION DESCRIPTION
 AA3222
 AA3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3222'IN BURBANK, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND COHASSET
 AA3222'STREET, 384.0 M (1259.8 FT) SOUTHEAST OF THE CENTER OF THE STREET,
 AA3222'41.2 M (135.2 FT) SOUTHEAST OF CALL BOX NUMBER 5 31.6, 27.6 M (90.6
 AA3222'FT) NORTHWEST OF THE NORTHWEST END OF A WALL, 2.0 M (6.6 FT) EAST OF
 AA3222'AND LEVEL WITH THE NORTHBOUND HIGHWAY FOG LINE, 0.6 M (2.0 FT)
 AA3222'SOUTHWEST OF THE NORTHEAST EDGE OF THE HIGHWAY SHOULDER, THE DISK ON
 AA3222'TOP OF A 0.9 METER LONG PIPE FLUSH WITH AND SURROUNDED BY THE BY THE
 AA3222'ASPHALT SHOULDER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3223 ***********************************************************************
 AA3223  DESIGNATION -  5 31.8
 AA3223  PID         -  AA3223
 AA3223  STATE/COUNTY-  CA/LOS ANGELES
 AA3223  USGS QUAD   -  BURBANK (1994)
 AA3223
 AA3223                         *CURRENT SURVEY CONTROL
 AA3223  ___________________________________________________________________
 AA3223* NAD 83(1986)-  34 12 29.     (N)    118 20 41.     (W)     SCALED    
 AA3223* NAVD 88     -       224.169  (meters)     735.46   (feet)  ADJUSTED  
 AA3223  ___________________________________________________________________
 AA3223  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AA3223  DYNAMIC HT  -         223.930 (meters)     734.68  (feet)  COMP
 AA3223  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 AA3223
 AA3223  VERT ORDER  -  FIRST     CLASS II
 AA3223
 AA3223.The horizontal coordinates were scaled from a topographic map and have
 AA3223.an estimated accuracy of +/- 6 seconds.
 AA3223
 AA3223.The orthometric height was determined by differential leveling
 AA3223.and adjusted in June 1995.
 AA3223
 AA3223.The geoid height was determined by GEOID03.
 AA3223
 AA3223.The dynamic height is computed by dividing the NAVD 88
 AA3223.geopotential number by the normal gravity value computed on the
 AA3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3223.degrees latitude (g = 980.6199 gals.).
 AA3223
 AA3223.The modeled gravity was interpolated from observed gravity values.
 AA3223
 AA3223;                    North         East    Units  Estimated Accuracy
 AA3223;SPC CA 5     -   578,600.    1,968,230.      MT  (+/- 180 meters Scaled)
 AA3223
 AA3223                          SUPERSEDED SURVEY CONTROL
 AA3223
 AA3223.No superseded survey control is available for this station.
 AA3223
 AA3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761860(NAD 83)
 AA3223_MARKER: DD = SURVEY DISK
 AA3223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3223_STAMPING: LA 5-31.8 1993
 AA3223_MARK LOGO: CADT  
 AA3223_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3223+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 AA3223
 AA3223  HISTORY     - Date     Condition        Report By
 AA3223  HISTORY     - 1993     MONUMENTED       CADT
 AA3223  HISTORY     - 19940823 GOOD             NGS
 AA3223
 AA3223                          STATION DESCRIPTION
 AA3223
 AA3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3223'IN BURBANK, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND COHASSET
 AA3223'STREET, 172.0 M (564.3 FT) NORTHWEST OF THE CENTER OF THE STREET, 75.0
 AA3223'M (246.1 FT) SOUTHEAST OF THE SOUTHEAST END OF A WALL, 61.0 M (200.1
 AA3223'FT) NORTHWEST OF CALL BOX NUMBER 5 318, 2.3 M (7.5 FT) NORTHEAST OF
 AA3223'THE NORTHBOUND HIGHWAY FOG LINE, 1.0 M (3.3 FT) SOUTHWEST OF THE
 AA3223'NORTHEAST EDGE OF THE HIGHWAY SHOULDER, THE DISK ON TOP OF A 0.9 METER
 AA3223'LONG PIPE, FLUSH WITH AND SURROUNDED BY THE ASPHALT SHOULDER OF THE
 AA3223'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3224 ***********************************************************************
 AA3224  DESIGNATION -  5 32.7
 AA3224  PID         -  AA3224
 AA3224  STATE/COUNTY-  CA/LOS ANGELES
 AA3224  USGS QUAD   -  BURBANK (1994)
 AA3224
 AA3224                         *CURRENT SURVEY CONTROL
 AA3224  ___________________________________________________________________
 AA3224* NAD 83(1986)-  34 12 59.     (N)    118 21 14.     (W)     SCALED    
 AA3224* NAVD 88     -       238.335  (meters)     781.94   (feet)  ADJUSTED  
 AA3224  ___________________________________________________________________
 AA3224  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AA3224  DYNAMIC HT  -         238.080 (meters)     781.10  (feet)  COMP
 AA3224  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 AA3224
 AA3224  VERT ORDER  -  FIRST     CLASS II
 AA3224
 AA3224.The horizontal coordinates were scaled from a topographic map and have
 AA3224.an estimated accuracy of +/- 6 seconds.
 AA3224
 AA3224.The orthometric height was determined by differential leveling
 AA3224.and adjusted in June 1995.
 AA3224
 AA3224.The geoid height was determined by GEOID03.
 AA3224
 AA3224.The dynamic height is computed by dividing the NAVD 88
 AA3224.geopotential number by the normal gravity value computed on the
 AA3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3224.degrees latitude (g = 980.6199 gals.).
 AA3224
 AA3224.The modeled gravity was interpolated from observed gravity values.
 AA3224
 AA3224;                    North         East    Units  Estimated Accuracy
 AA3224;SPC CA 5     -   579,520.    1,967,390.      MT  (+/- 180 meters Scaled)
 AA3224
 AA3224                          SUPERSEDED SURVEY CONTROL
 AA3224
 AA3224.No superseded survey control is available for this station.
 AA3224
 AA3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT752869(NAD 83)
 AA3224_MARKER: DD = SURVEY DISK
 AA3224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3224_STAMPING: LA 5 32.7 1993
 AA3224_MARK LOGO: CADT  
 AA3224_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3224+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 AA3224
 AA3224  HISTORY     - Date     Condition        Report By
 AA3224  HISTORY     - 1993     MONUMENTED       CADT
 AA3224  HISTORY     - 19940823 GOOD             NGS
 AA3224
 AA3224                          STATION DESCRIPTION
 AA3224
 AA3224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3224'6.0 KM (3.70 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 AA3224'JUNCTION OF HOLLYWOOD WAY IN SUN VALLEY, 75.2 M (246.7 FT) NORTHWEST
 AA3224'OF CALL BOX NUMBER 5 326, 2.0 M (6.6 FT) NORTHEAST OF THE NORTHBOUND
 AA3224'HIGHWAY FOG LINE, 1.0 M (3.3 FT) SOUTHWEST OF THE NORTHEAST EDGE OF
 AA3224'THE HIGHWAY SHOULDER, THE DISK ON TOP OF A 0.9 METER LONG PIPE FLUSH
 AA3224'AND SURROUNDED BY THE ASPHALT SHOULDER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3225 ***********************************************************************
 AA3225  DESIGNATION -  5 33.3
 AA3225  PID         -  AA3225
 AA3225  STATE/COUNTY-  CA/LOS ANGELES
 AA3225  USGS QUAD   -  BURBANK (1994)
 AA3225
 AA3225                         *CURRENT SURVEY CONTROL
 AA3225  ___________________________________________________________________
 AA3225* NAD 83(1986)-  34 13 18.     (N)    118 21 38.     (W)     SCALED    
 AA3225* NAVD 88     -       246.339  (meters)     808.20   (feet)  ADJUSTED  
 AA3225  ___________________________________________________________________
 AA3225  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AA3225  DYNAMIC HT  -         246.075 (meters)     807.33  (feet)  COMP
 AA3225  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 AA3225
 AA3225  VERT ORDER  -  FIRST     CLASS II
 AA3225
 AA3225.The horizontal coordinates were scaled from a topographic map and have
 AA3225.an estimated accuracy of +/- 6 seconds.
 AA3225
 AA3225.The orthometric height was determined by differential leveling
 AA3225.and adjusted in June 1995.
 AA3225
 AA3225.The geoid height was determined by GEOID03.
 AA3225
 AA3225.The dynamic height is computed by dividing the NAVD 88
 AA3225.geopotential number by the normal gravity value computed on the
 AA3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3225.degrees latitude (g = 980.6199 gals.).
 AA3225
 AA3225.The modeled gravity was interpolated from observed gravity values.
 AA3225
 AA3225;                    North         East    Units  Estimated Accuracy
 AA3225;SPC CA 5     -   580,110.    1,966,780.      MT  (+/- 180 meters Scaled)
 AA3225
 AA3225                          SUPERSEDED SURVEY CONTROL
 AA3225
 AA3225.No superseded survey control is available for this station.
 AA3225
 AA3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT746875(NAD 83)
 AA3225_MARKER: DD = SURVEY DISK
 AA3225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3225_SP_SET: OVERPASS ABUTMENT
 AA3225_STAMPING: LA 5-33.3 1993
 AA3225_MARK LOGO: CADT  
 AA3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3225+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 AA3225
 AA3225  HISTORY     - Date     Condition        Report By
 AA3225  HISTORY     - 1993     MONUMENTED       CADT
 AA3225  HISTORY     - 19940823 GOOD             NGS
 AA3225
 AA3225                          STATION DESCRIPTION
 AA3225
 AA3225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3225'IN SUN VALLEY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND ROSCOE
 AA3225'BOULEVARD, IN TOP OF AND 1.5 M (4.9 FT) EAST OF THE WEST END OF THE
 AA3225'NORTH CONCRETE ABUTMENT WALKWAY OF THE BOULEVARD OVERPASS OF THE
 AA3225'INTERSTATE, 22.5 M (73.8 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 AA3225'HIGHWAY, 14.2 M (46.6 FT) SOUTH-SOUTHWEST OF THE NORTH END OF THE
 AA3225'OVERPASS PARAPET, 8.7 M (28.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 AA3225'THE BOULEVARD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9039 ***********************************************************************
 DY9039  DESIGNATION -  5 37 A LA CO
 DY9039  PID         -  DY9039
 DY9039  STATE/COUNTY-  CA/LOS ANGELES
 DY9039  USGS QUAD   -  LONG BEACH (1981)
 DY9039
 DY9039                         *CURRENT SURVEY CONTROL
 DY9039  ___________________________________________________________________
 DY9039* NAD 83(1986)-  33 50 20.     (N)    118 13 25.     (W)     SCALED    
 DY9039* NAVD 88     -         8.94   (+/-2cm)      29.3    (feet)  VERTCON   
 DY9039  ___________________________________________________________________
 DY9039  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY9039  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9039
 DY9039.The horizontal coordinates were scaled from a topographic map and have
 DY9039.an estimated accuracy of +/- 6 seconds.
 DY9039
 DY9039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9039.The vertical order pertains to the NGVD 29 superseded value.
 DY9039
 DY9039.The geoid height was determined by GEOID03.
 DY9039
 DY9039;                    North         East    Units  Estimated Accuracy
 DY9039;SPC CA 5     -   537,620.    1,979,300.      MT  (+/- 180 meters Scaled)
 DY9039
 DY9039                          SUPERSEDED SURVEY CONTROL
 DY9039
 DY9039  NGVD 29 (??/??/92)    8.18   (m)           26.8    (f) COMPUTED    1 1
 DY9039
 DY9039.Superseded values are not recommended for survey control.
 DY9039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9039.See file dsdata.txt to determine how the superseded data were derived.
 DY9039
 DY9039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT867449(NAD 83)
 DY9039_MARKER: DD = SURVEY DISK
 DY9039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9039_SP_SET: CULVERT
 DY9039_STAMPING: BM 5-37A 1970 5869
 DY9039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9039
 DY9039  HISTORY     - Date     Condition        Report By
 DY9039  HISTORY     - 1970     MONUMENTED       CA-037
 DY9039  HISTORY     - 1973     GOOD             CA-037
 DY9039
 DY9039                          STATION DESCRIPTION
 DY9039
 DY9039'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9039'1.0 MI N FROM DOMINGUEZ.
 DY9039'ALAMEDA STREET AND DOMINGUEZ STREET, ON THE SOUTHERN PACIFIC RAILROAD
 DY9039'RIGHT-OF-WAY, ABOUT 173 FEET SOUTH OF THE CENTER OF DOMINGUEZ STREET,
 DY9039'30.2 FEET WEST OF THE WEST CURB OF ALAMEDA STREET, 14.6 FEET EAST OF
 DY9039'THE EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, SET IN THE TOP OF THE
 DY9039'CONCRETE CULVERT WING WALL 1.0 FOOT FROM THE NORTHEAST END.  5.5 FEET
 DY9039'LOWER THAN RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0480 ***********************************************************************
 DY0480  DESIGNATION -  5 40 A LA CO
 DY0480  PID         -  DY0480
 DY0480  STATE/COUNTY-  CA/LOS ANGELES
 DY0480  USGS QUAD   -  LONG BEACH (1981)
 DY0480
 DY0480                         *CURRENT SURVEY CONTROL
 DY0480  ___________________________________________________________________
 DY0480* NAD 83(1986)-  33 48 56.     (N)    118 13 55.     (W)     SCALED    
 DY0480* NAVD 88     -         6.18   (+/-2cm)      20.3    (feet)  VERTCON   
 DY0480  ___________________________________________________________________
 DY0480  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0480  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0480
 DY0480.The horizontal coordinates were scaled from a topographic map and have
 DY0480.an estimated accuracy of +/- 6 seconds.
 DY0480
 DY0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0480.The vertical order pertains to the NGVD 29 superseded value.
 DY0480
 DY0480.The geoid height was determined by GEOID03.
 DY0480
 DY0480;                    North         East    Units  Estimated Accuracy
 DY0480;SPC CA 5     -   535,030.    1,978,530.      MT  (+/- 180 meters Scaled)
 DY0480
 DY0480                          SUPERSEDED SURVEY CONTROL
 DY0480
 DY0480  NGVD 29 (??/??/92)    5.41   (m)           17.7    (f) COMPUTED    1 1
 DY0480
 DY0480.Superseded values are not recommended for survey control.
 DY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0480.See file dsdata.txt to determine how the superseded data were derived.
 DY0480
 DY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859423(NAD 83)
 DY0480_MARKER: DD = SURVEY DISK
 DY0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0480_STAMPING: B M 5-40 A 1960 5869
 DY0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0480+STABILITY: SURFACE MOTION
 DY0480
 DY0480  HISTORY     - Date     Condition        Report By
 DY0480  HISTORY     - 1960     MONUMENTED       CA-037
 DY0480  HISTORY     - 1961     GOOD             NGS
 DY0480  HISTORY     - 1968     GOOD             CA-037
 DY0480  HISTORY     - 1978     GOOD             NGS
 DY0480
 DY0480                          STATION DESCRIPTION
 DY0480
 DY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0480'1.5 MI NE FROM WEST THENARD.
 DY0480'1.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DY0480'THE WEST THENARD TOWER, 35 FEET NORTH OF THE NORTH END OF
 DY0480'CONCRETE BRIDGE B 1113 OVER DOMINGUEZ CHANNEL, 48 1/2 FEET EAST
 DY0480'OF THE EAST RAIL, 34 FEET WEST OF THE CENTERLINE OF ALAMENDA
 DY0480'STREET, 12 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET WEST
 DY0480'OF THE WEST CURB OF ALAMENDA STREET, 1 1/2 FEET EAST OF A WITNESS
 DY0480'POST, AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 DY0480'GROUND, ACCESS TO THIS MARK IS THROUGH A 6-INCH PIPE WITH COVER
 DY0480'MARKED COUNTY ENGINEERS MONUMENT.
 DY0480
 DY0480                          STATION RECOVERY (1968)
 DY0480
 DY0480'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0480'RECOVERED IN GOOD CONDITION.
 DY0480
 DY0480                          STATION RECOVERY (1978)
 DY0480
 DY0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0486 ***********************************************************************
 DY0486  DESIGNATION -  5 41
 DY0486  PID         -  DY0486
 DY0486  STATE/COUNTY-  CA/LOS ANGELES
 DY0486  USGS QUAD   -  LONG BEACH (1981)
 DY0486
 DY0486                         *CURRENT SURVEY CONTROL
 DY0486  ___________________________________________________________________
 DY0486* NAD 83(1986)-  33 48 30.     (N)    118 14 05.     (W)     SCALED    
 DY0486* NAVD 88     -         5.732  (meters)      18.81   (feet)  ADJUSTED  
 DY0486  ___________________________________________________________________
 DY0486  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0486  DYNAMIC HT  -           5.726 (meters)      18.79  (feet)  COMP
 DY0486  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 DY0486
 DY0486  VERT ORDER  -  FIRST     CLASS I
 DY0486
 DY0486.The horizontal coordinates were scaled from a topographic map and have
 DY0486.an estimated accuracy of +/- 6 seconds.
 DY0486
 DY0486.The orthometric height was determined by differential leveling
 DY0486.and adjusted in June 1995.
 DY0486.WARNING-Repeat measurements at this control monument indicate possible
 DY0486.vertical movement.
 DY0486
 DY0486.The geoid height was determined by GEOID03.
 DY0486
 DY0486.The dynamic height is computed by dividing the NAVD 88
 DY0486.geopotential number by the normal gravity value computed on the
 DY0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0486.degrees latitude (g = 980.6199 gals.).
 DY0486
 DY0486.The modeled gravity was interpolated from observed gravity values.
 DY0486
 DY0486;                    North         East    Units  Estimated Accuracy
 DY0486;SPC CA 5     -   534,230.    1,978,270.      MT  (+/- 180 meters Scaled)
 DY0486
 DY0486                          SUPERSEDED SURVEY CONTROL
 DY0486
 DY0486  NAVD 88 (06/15/91)    5.744  (m)           18.85   (f) UNKNOWN     1 1
 DY0486  NGVD 29 (??/??/92)    4.974  (m)           16.32   (f) ADJ UNCH    1 1
 DY0486
 DY0486.Superseded values are not recommended for survey control.
 DY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0486.See file dsdata.txt to determine how the superseded data were derived.
 DY0486
 DY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT857415(NAD 83)
 DY0486_MARKER: DD = SURVEY DISK
 DY0486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0486_SP_SET: CURB
 DY0486_STAMPING: BM
 DY0486_MARK LOGO: CA-037
 DY0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0486+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0486
 DY0486  HISTORY     - Date     Condition        Report By
 DY0486  HISTORY     - UNK      MONUMENTED       CA-037
 DY0486  HISTORY     - 1968     GOOD             NGS
 DY0486  HISTORY     - 1978     GOOD             NGS
 DY0486  HISTORY     - 19890330 GOOD             NGS
 DY0486  HISTORY     - 19940728 GOOD             NGS
 DY0486
 DY0486                          STATION DESCRIPTION
 DY0486
 DY0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DY0486'NEAR WILMINGTON.
 DY0486'LA COUNTY N OF WILMINGTON, 1.3 MI S OF THE SAN DIEGO FREEWAY,
 DY0486'ALAMEDA STREET AND SEPULVEDA BLVD, ABOUT 281 FEET N OF THE
 DY0486'CENTERLINE OF SEPULVEDA BLVD IN THE W CURB OF ALAMEDA STREET.
 DY0486
 DY0486                          STATION RECOVERY (1978)
 DY0486
 DY0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0486'RECOVERED IN GOOD CONDITION.
 DY0486
 DY0486                          STATION RECOVERY (1989)
 DY0486
 DY0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0486'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CARSON,
 DY0486'AT THE INTERSECTION OF ALAMEDA STREET AND SEPULVEDA BOULEVARD, NEAR
 DY0486'THE NORTH END OF A CONCRETE CURB, 85.6 M (280.8 FT) NORTH OF THE
 DY0486'CENTERLINE OF THE BOULEVARD, 17.6 M (57.7 FT) NORTHEAST OF THE EAST
 DY0486'END OF A DRAIN PIPE, 5.1 M (16.7 FT) EAST OF THE NEAR RAIL OF THE
 DY0486'SOUTHERN PACIFIC RAILROAD, 3.9 M (12.8 FT) WEST OF THE CENTERLINE OF
 DY0486'THE SOUTHBOUND LANES OF THE STREET, AND 0.4 M (1.3 FT) ABOVE THE
 DY0486'LEVEL OF THE STREET.
 DY0486
 DY0486                          STATION RECOVERY (1994)
 DY0486
 DY0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0486'IN CARSON, AT THE INTERSECTION OF ALAMEDA STREET AND SEPULVEDA
 DY0486'BOULEVARD, IN THE WEST CONCRETE CURB OF THE STREET, 88.0 M (288.7 FT)
 DY0486'NORTH OF THE CENTERLINE OF THE BOULEVARD, 15.1 M (49.5 FT) EAST OF THE
 DY0486'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 6.6 M (21.7 FT) NORTHEAST
 DY0486'OF A PIPELINE VENT PIPE, 4.1 M (13.5 FT) WEST OF THE CENTERLINE OF THE
 DY0486'SOUTHBOUND LANES OF THE STREET, 2.6 M (8.5 FT) EAST OF A UTILITY POLE,
 DY0486'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3231 ***********************************************************************
 AA3231  DESIGNATION -  5 42.1
 AA3231  PID         -  AA3231
 AA3231  STATE/COUNTY-  CA/LOS ANGELES
 AA3231  USGS QUAD   -  SAN FERNANDO (1988)
 AA3231
 AA3231                         *CURRENT SURVEY CONTROL
 AA3231  ___________________________________________________________________
 AA3231* NAD 83(1986)-  34 17 46.     (N)    118 28 26.     (W)     SCALED    
 AA3231* NAVD 88     -       359.040  (meters)    1177.95   (feet)  ADJUSTED  
 AA3231  ___________________________________________________________________
 AA3231  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA3231  DYNAMIC HT  -         358.640 (meters)    1176.64  (feet)  COMP
 AA3231  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 AA3231
 AA3231  VERT ORDER  -  FIRST     CLASS II
 AA3231
 AA3231.The horizontal coordinates were scaled from a topographic map and have
 AA3231.an estimated accuracy of +/- 6 seconds.
 AA3231
 AA3231.The orthometric height was determined by differential leveling
 AA3231.and adjusted in June 1995.
 AA3231
 AA3231.The geoid height was determined by GEOID03.
 AA3231
 AA3231.The dynamic height is computed by dividing the NAVD 88
 AA3231.geopotential number by the normal gravity value computed on the
 AA3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3231.degrees latitude (g = 980.6199 gals.).
 AA3231
 AA3231.The modeled gravity was interpolated from observed gravity values.
 AA3231
 AA3231;                    North         East    Units  Estimated Accuracy
 AA3231;SPC CA 5     -   588,410.    1,956,380.      MT  (+/- 180 meters Scaled)
 AA3231
 AA3231                          SUPERSEDED SURVEY CONTROL
 AA3231
 AA3231.No superseded survey control is available for this station.
 AA3231
 AA3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT643959(NAD 83)
 AA3231_MARKER: DD = SURVEY DISK
 AA3231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3231_SP_SET: CATCH BASIN
 AA3231_STAMPING: LA 5 42.1 LS 4965 1992
 AA3231_MARK LOGO: CADT  
 AA3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3231+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3231
 AA3231  HISTORY     - Date     Condition        Report By
 AA3231  HISTORY     - 1992     MONUMENTED       CADT
 AA3231  HISTORY     - 19940829 GOOD             NGS
 AA3231
 AA3231                          STATION DESCRIPTION
 AA3231
 AA3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3231'5.8 KM (3.60 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 AA3231'JUNCTION OF STATE HIGHWAY 14 IN SAN FERNANDO, NEAR THE SOUTH CORNER OF
 AA3231'THE MOST NORTHWESTERLY OF 3 CONCRETE CATCH BASINS, 12.7 M (41.7 FT)
 AA3231'SOUTH OF CALL BOX NUMBER 419 T, 11.0 M (36.1 FT) SOUTHWEST OF THE FOG
 AA3231'LINE OF THE SOUTHBOUND AUTOMOBILE LANES OF THE HIGHWAY, 3.0 M (9.8 FT)
 AA3231'SOUTHWEST OF THE FOG LINE OF THE SOUTHBOUND TRUCK LANES OF THE
 AA3231'HIGHWAY, 1.6 M (5.2 FT) NORTHEAST OF A WITNESS POST, AND 0.2 M (0.7
 AA3231'FT) SOUTHWEST OF A CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3230 ***********************************************************************
 AA3230  DESIGNATION -  5 42.4
 AA3230  PID         -  AA3230
 AA3230  STATE/COUNTY-  CA/LOS ANGELES
 AA3230  USGS QUAD   -  SAN FERNANDO (1988)
 AA3230
 AA3230                         *CURRENT SURVEY CONTROL
 AA3230  ___________________________________________________________________
 AA3230* NAD 83(1986)-  34 18 02.     (N)    118 28 38.     (W)     SCALED    
 AA3230* NAVD 88     -       366.586  (meters)    1202.71   (feet)  ADJUSTED  
 AA3230  ___________________________________________________________________
 AA3230  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AA3230  DYNAMIC HT  -         366.177 (meters)    1201.37  (feet)  COMP
 AA3230  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 AA3230
 AA3230  VERT ORDER  -  FIRST     CLASS II
 AA3230
 AA3230.The horizontal coordinates were scaled from a topographic map and have
 AA3230.an estimated accuracy of +/- 6 seconds.
 AA3230
 AA3230.The orthometric height was determined by differential leveling
 AA3230.and adjusted in June 1995.
 AA3230
 AA3230.The geoid height was determined by GEOID03.
 AA3230
 AA3230.The dynamic height is computed by dividing the NAVD 88
 AA3230.geopotential number by the normal gravity value computed on the
 AA3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3230.degrees latitude (g = 980.6199 gals.).
 AA3230
 AA3230.The modeled gravity was interpolated from observed gravity values.
 AA3230
 AA3230;                    North         East    Units  Estimated Accuracy
 AA3230;SPC CA 5     -   588,910.    1,956,070.      MT  (+/- 180 meters Scaled)
 AA3230
 AA3230                          SUPERSEDED SURVEY CONTROL
 AA3230
 AA3230.No superseded survey control is available for this station.
 AA3230
 AA3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT640964(NAD 83)
 AA3230_MARKER: DD = SURVEY DISK
 AA3230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA3230_STAMPING: LA 5 42.4 LS 4965 1992
 AA3230_MARK LOGO: CADT  
 AA3230_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA3230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3230+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3230
 AA3230  HISTORY     - Date     Condition        Report By
 AA3230  HISTORY     - 1992     MONUMENTED       CADT
 AA3230  HISTORY     - 19940829 GOOD             NGS
 AA3230
 AA3230                          STATION DESCRIPTION
 AA3230
 AA3230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3230'5.1 KM (3.15 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 AA3230'JUNCTION OF STATE HIGHWAY 14 IN SAN FERNANDO, 55.2 M (181.1 FT)
 AA3230'NORTHWEST OF STREET LIGHT POLE NUMBER 42421, 18.1 M (59.4 FT)
 AA3230'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND HIGHWAY, 2.2 M (7.2 FT)
 AA3230'SOUTHWEST OF THE FOG LINE OF THE ON-RAMP FROM ROXFORD STREET, 1.8 M
 AA3230'(5.9 FT) NORTHEAST OF A WITNESS POST, 1.8 M (5.9 FT) NORTHWEST OF THE
 AA3230'CENTER OF A SIGNAL LIGHT CONTROL BOX, AND 0.2 M (0.7 FT) BELOW THE
 AA3230'LEVEL OF THE HIGHWAY, A DISK ON TOP OF A 0.9 METER LONG PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3229 ***********************************************************************
 AA3229  DESIGNATION -  5 43.4
 AA3229  PID         -  AA3229
 AA3229  STATE/COUNTY-  CA/LOS ANGELES
 AA3229  USGS QUAD   -  SAN FERNANDO (1988)
 AA3229
 AA3229                         *CURRENT SURVEY CONTROL
 AA3229  ___________________________________________________________________
 AA3229* NAD 83(1986)-  34 18 34.     (N)    118 29 11.     (W)     SCALED    
 AA3229* NAVD 88     -       377.058  (meters)    1237.06   (feet)  ADJUSTED  
 AA3229  ___________________________________________________________________
 AA3229  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AA3229  DYNAMIC HT  -         376.637 (meters)    1235.68  (feet)  COMP
 AA3229  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 AA3229
 AA3229  VERT ORDER  -  FIRST     CLASS II
 AA3229
 AA3229.The horizontal coordinates were scaled from a topographic map and have
 AA3229.an estimated accuracy of +/- 6 seconds.
 AA3229
 AA3229.The orthometric height was determined by differential leveling
 AA3229.and adjusted in June 1995.
 AA3229
 AA3229.The geoid height was determined by GEOID03.
 AA3229
 AA3229.The dynamic height is computed by dividing the NAVD 88
 AA3229.geopotential number by the normal gravity value computed on the
 AA3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3229.degrees latitude (g = 980.6199 gals.).
 AA3229
 AA3229.The modeled gravity was interpolated from observed gravity values.
 AA3229
 AA3229;                    North         East    Units  Estimated Accuracy
 AA3229;SPC CA 5     -   589,900.    1,955,230.      MT  (+/- 180 meters Scaled)
 AA3229
 AA3229                          SUPERSEDED SURVEY CONTROL
 AA3229
 AA3229.No superseded survey control is available for this station.
 AA3229
 AA3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632974(NAD 83)
 AA3229_MARKER: DD = SURVEY DISK
 AA3229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3229_SP_SET: CURB
 AA3229_STAMPING: LA 5 43.4 LS 4965 1992
 AA3229_MARK LOGO: CADT  
 AA3229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3229+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3229
 AA3229  HISTORY     - Date     Condition        Report By
 AA3229  HISTORY     - 1992     MONUMENTED       CADT
 AA3229  HISTORY     - 19940829 GOOD             NGS
 AA3229
 AA3229                          STATION DESCRIPTION
 AA3229
 AA3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3229'IN SYLMAR, AT 13101 SEPULVEDA BOULEVARD, IN THE SOUTHWEST CONCRETE
 AA3229'CURB OF THE BOULEVARD, 28.5 M (93.5 FT) NORTHWEST OF THE CENTER OF THE
 AA3229'ENTRANCE ROAD TO THE DEPARTMENT OF WATER AND POWER AT 13101 SEPULVEDA
 AA3229'BOULEVARD, 5.1 M (16.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AA3229'BOULEVARD, 2.0 M (6.6 FT) EAST OF UTILITY POLE NUMBER X2910-013, AND
 AA3229'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3228 ***********************************************************************
 AA3228  DESIGNATION -  5 43.8
 AA3228  PID         -  AA3228
 AA3228  STATE/COUNTY-  CA/LOS ANGELES
 AA3228  USGS QUAD   -  SAN FERNANDO (1988)
 AA3228
 AA3228                         *CURRENT SURVEY CONTROL
 AA3228  ___________________________________________________________________
 AA3228* NAD 83(1986)-  34 18 49.     (N)    118 29 23.     (W)     SCALED    
 AA3228* NAVD 88     -       395.988  (meters)    1299.17   (feet)  ADJUSTED  
 AA3228  ___________________________________________________________________
 AA3228  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AA3228  DYNAMIC HT  -         395.545 (meters)    1297.72  (feet)  COMP
 AA3228  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 AA3228
 AA3228  VERT ORDER  -  FIRST     CLASS II
 AA3228
 AA3228.The horizontal coordinates were scaled from a topographic map and have
 AA3228.an estimated accuracy of +/- 6 seconds.
 AA3228
 AA3228.The orthometric height was determined by differential leveling
 AA3228.and adjusted in June 1995.
 AA3228
 AA3228.The geoid height was determined by GEOID03.
 AA3228
 AA3228.The dynamic height is computed by dividing the NAVD 88
 AA3228.geopotential number by the normal gravity value computed on the
 AA3228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3228.degrees latitude (g = 980.6199 gals.).
 AA3228
 AA3228.The modeled gravity was interpolated from observed gravity values.
 AA3228
 AA3228;                    North         East    Units  Estimated Accuracy
 AA3228;SPC CA 5     -   590,360.    1,954,930.      MT  (+/- 180 meters Scaled)
 AA3228
 AA3228                          SUPERSEDED SURVEY CONTROL
 AA3228
 AA3228.No superseded survey control is available for this station.
 AA3228
 AA3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT629979(NAD 83)
 AA3228_MARKER: DD = SURVEY DISK
 AA3228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3228_SP_SET: CATCH BASIN
 AA3228_STAMPING: LA 5 43.8 LS 4965 1992
 AA3228_MARK LOGO: CADT  
 AA3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3228+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3228
 AA3228  HISTORY     - Date     Condition        Report By
 AA3228  HISTORY     - 1992     MONUMENTED       CADT
 AA3228  HISTORY     - 19940829 GOOD             NGS
 AA3228
 AA3228                          STATION DESCRIPTION
 AA3228
 AA3228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3228'3.0 KM (1.85 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
 AA3228'JUNCTION OF STATE HIGHWAY 14 IN SAN FERNANDO, NEAR THE NORTH CORNER OF
 AA3228'A CONCRETE CATCH BASIN, 7.6 M (24.9 FT) NORTH OF STREET LIGHT POLE
 AA3228'NUMBER 43761, 5.4 M (17.7 FT) SOUTHWEST OF THE FOG LINE OF THE
 AA3228'SOUTHBOUND HIGHWAY, 3.4 M (11.2 FT) NORTHEAST OF CALL BOX NUMBER 439,
 AA3228'AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3227 ***********************************************************************
 AA3227  DESIGNATION -  5 44.0
 AA3227  PID         -  AA3227
 AA3227  STATE/COUNTY-  CA/LOS ANGELES
 AA3227  USGS QUAD   -  SAN FERNANDO (1988)
 AA3227
 AA3227                         *CURRENT SURVEY CONTROL
 AA3227  ___________________________________________________________________
 AA3227* NAD 83(1986)-  34 19 01.     (N)    118 29 32.     (W)     SCALED    
 AA3227* NAVD 88     -       407.670  (meters)    1337.50   (feet)  ADJUSTED  
 AA3227  ___________________________________________________________________
 AA3227  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AA3227  DYNAMIC HT  -         407.214 (meters)    1336.00  (feet)  COMP
 AA3227  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 AA3227
 AA3227  VERT ORDER  -  FIRST     CLASS II
 AA3227
 AA3227.The horizontal coordinates were scaled from a topographic map and have
 AA3227.an estimated accuracy of +/- 6 seconds.
 AA3227
 AA3227.The orthometric height was determined by differential leveling
 AA3227.and adjusted in June 1995.
 AA3227
 AA3227.The geoid height was determined by GEOID03.
 AA3227
 AA3227.The dynamic height is computed by dividing the NAVD 88
 AA3227.geopotential number by the normal gravity value computed on the
 AA3227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3227.degrees latitude (g = 980.6199 gals.).
 AA3227
 AA3227.The modeled gravity was interpolated from observed gravity values.
 AA3227
 AA3227;                    North         East    Units  Estimated Accuracy
 AA3227;SPC CA 5     -   590,730.    1,954,700.      MT  (+/- 180 meters Scaled)
 AA3227
 AA3227                          SUPERSEDED SURVEY CONTROL
 AA3227
 AA3227.No superseded survey control is available for this station.
 AA3227
 AA3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT627983(NAD 83)
 AA3227_MARKER: DD = SURVEY DISK
 AA3227_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA3227_SP_SET: ABUTMENT PARAPET
 AA3227_STAMPING: LA 5 44.0 LS 4965 1992
 AA3227_MARK LOGO: CADT  
 AA3227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3227+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3227
 AA3227  HISTORY     - Date     Condition        Report By
 AA3227  HISTORY     - 1992     MONUMENTED       CADT
 AA3227  HISTORY     - 19940829 GOOD             NGS
 AA3227
 AA3227                          STATION DESCRIPTION
 AA3227
 AA3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3227'IN SAN FERNANDO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND THE
 AA3227'OFF-RAMP LEADING TO FREEWAY 210, NEAR THE NORTH END OF THE CONCRETE
 AA3227'ABUTMENT PARAPET OF THE OFF-RAMP OVERPASS OF THE HIGHWAY, 130 M (426.5
 AA3227'FT) WESTERLY ALONG THE OVERPASS FROM THE CENTER OF THE HIGHWAY, 4.4 M
 AA3227'(14.4 FT) SOUTHWEST OF THE CENTERLINE OF THE RAMP, 1.4 M (4.6 FT)
 AA3227'NORTHEAST OF A WITNESS POST, AND 0.9 M (3.0 FT) EAST OF THE WEST END
 AA3227'OF THE PARAPET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3226 ***********************************************************************
 AA3226  DESIGNATION -  5 44.4
 AA3226  PID         -  AA3226
 AA3226  STATE/COUNTY-  CA/LOS ANGELES
 AA3226  USGS QUAD   -  SAN FERNANDO (1988)
 AA3226
 AA3226                         *CURRENT SURVEY CONTROL
 AA3226  ___________________________________________________________________
 AA3226* NAD 83(1986)-  34 19 12.     (N)    118 29 47.     (W)     SCALED    
 AA3226* NAVD 88     -       406.757  (meters)    1334.50   (feet)  ADJUSTED  
 AA3226  ___________________________________________________________________
 AA3226  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AA3226  DYNAMIC HT  -         406.301 (meters)    1333.01  (feet)  COMP
 AA3226  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 AA3226
 AA3226  VERT ORDER  -  FIRST     CLASS II
 AA3226
 AA3226.The horizontal coordinates were scaled from a topographic map and have
 AA3226.an estimated accuracy of +/- 6 seconds.
 AA3226
 AA3226.The orthometric height was determined by differential leveling
 AA3226.and adjusted in June 1995.
 AA3226
 AA3226.The geoid height was determined by GEOID03.
 AA3226
 AA3226.The dynamic height is computed by dividing the NAVD 88
 AA3226.geopotential number by the normal gravity value computed on the
 AA3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3226.degrees latitude (g = 980.6199 gals.).
 AA3226
 AA3226.The modeled gravity was interpolated from observed gravity values.
 AA3226
 AA3226;                    North         East    Units  Estimated Accuracy
 AA3226;SPC CA 5     -   591,070.    1,954,320.      MT  (+/- 180 meters Scaled)
 AA3226
 AA3226                          SUPERSEDED SURVEY CONTROL
 AA3226
 AA3226.No superseded survey control is available for this station.
 AA3226
 AA3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT623986(NAD 83)
 AA3226_MARKER: DD = SURVEY DISK
 AA3226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3226_SP_SET: SIDEWALK
 AA3226_STAMPING: LA 5 44.4 LS 4965 1992
 AA3226_MARK LOGO: CADT  
 AA3226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3226+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 AA3226
 AA3226  HISTORY     - Date     Condition        Report By
 AA3226  HISTORY     - 1992     MONUMENTED       CADT
 AA3226  HISTORY     - 19940829 GOOD             NGS
 AA3226
 AA3226                          STATION DESCRIPTION
 AA3226
 AA3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3226'IN GRANADA HILLS, AT THE INTERSECTION OF BALBOA BOULEVARD AND SAN
 AA3226'FERNANDO ROAD, NEAR THE CENTER OF THE CONCRETE SIDEWALK AT THE
 AA3226'SOUTHWEST END OF THE BOULEVARD OVERPASS OF THE ROAD, 35.7 M (117.1 FT)
 AA3226'SOUTH OF THE CENTER OF THE ROAD, 11.3 M (37.1 FT) NORTH OF A STREET
 AA3226'LIGHT POLE, 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 AA3226'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2009 ***********************************************************************
 DY2009  DESIGNATION -  5 46 A LA CO
 DY2009  PID         -  DY2009
 DY2009  STATE/COUNTY-  CA/LOS ANGELES
 DY2009  USGS QUAD   -  TORRANCE (1981)
 DY2009
 DY2009                         *CURRENT SURVEY CONTROL
 DY2009  ___________________________________________________________________
 DY2009* NAD 83(1986)-  33 47 58.     (N)    118 15 30.     (W)     SCALED    
 DY2009* NAVD 88     -        12.88   (+/-2cm)      42.3    (feet)  VERTCON   
 DY2009  ___________________________________________________________________
 DY2009  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY2009  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2009
 DY2009.The horizontal coordinates were scaled from a topographic map and have
 DY2009.an estimated accuracy of +/- 6 seconds.
 DY2009
 DY2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2009.The vertical order pertains to the NGVD 29 superseded value.
 DY2009
 DY2009.The geoid height was determined by GEOID03.
 DY2009
 DY2009;                    North         East    Units  Estimated Accuracy
 DY2009;SPC CA 5     -   533,250.    1,976,080.      MT  (+/- 180 meters Scaled)
 DY2009
 DY2009                          SUPERSEDED SURVEY CONTROL
 DY2009
 DY2009  NGVD 29 (??/??/92)   12.09   (m)           39.7    (f) COMPUTED    1 1
 DY2009
 DY2009.Superseded values are not recommended for survey control.
 DY2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2009.See file dsdata.txt to determine how the superseded data were derived.
 DY2009
 DY2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT835406(NAD 83)
 DY2009_MARKER: Z = SEE DESCRIPTION
 DY2009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2009_SP_SET: CAST IRON COVER
 DY2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2009
 DY2009  HISTORY     - Date     Condition        Report By
 DY2009  HISTORY     - UNK      MONUMENTED       CA1980
 DY2009  HISTORY     - 1968     GOOD             CA1980
 DY2009
 DY2009                          STATION DESCRIPTION
 DY2009
 DY2009'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY2009'3.5 MI N FROM LOS ANGELES.
 DY2009'3.5 MI N OF THE VINCENT THOMAS BRIDGE IN LOS ANGELES, WILMINGTON
 DY2009'AREA, LOMITA BLVD AND WILMINGTON AVENUE, NEAR THE CENTERLINE
 DY2009'INTERSECTION, 98.4 FEET NW OF PP 148008M, 81.3 FEET NE OF PP
 DY2009'148009M, 81.0 FEET SW OF TELEPHONE POLE NO 1283250E AND 78.5
 DY2009'FEET SE OF TELEPHONE POLE NO 753015H.  SET ABOUT 8 INCHES
 DY2009'BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER
 DY2009'MARKED CITY OF LA ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2010 ***********************************************************************
 DY2010  DESIGNATION -  5 46 B
 DY2010  PID         -  DY2010
 DY2010  STATE/COUNTY-  CA/LOS ANGELES
 DY2010  USGS QUAD   -  TORRANCE (1981)
 DY2010
 DY2010                         *CURRENT SURVEY CONTROL
 DY2010  ___________________________________________________________________
 DY2010* NAD 83(1986)-  33 47 57.     (N)    118 15 29.     (W)     SCALED    
 DY2010* NAVD 88     -        13.537  (meters)      44.41   (feet)  ADJUSTED  
 DY2010  ___________________________________________________________________
 DY2010  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY2010  DYNAMIC HT  -          13.523 (meters)      44.37  (feet)  COMP
 DY2010  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 DY2010
 DY2010  VERT ORDER  -  FIRST     CLASS I
 DY2010
 DY2010.The horizontal coordinates were scaled from a topographic map and have
 DY2010.an estimated accuracy of +/- 6 seconds.
 DY2010
 DY2010.The orthometric height was determined by differential leveling
 DY2010.and adjusted in June 1995.
 DY2010
 DY2010.The geoid height was determined by GEOID03.
 DY2010
 DY2010.The dynamic height is computed by dividing the NAVD 88
 DY2010.geopotential number by the normal gravity value computed on the
 DY2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2010.degrees latitude (g = 980.6199 gals.).
 DY2010
 DY2010.The modeled gravity was interpolated from observed gravity values.
 DY2010
 DY2010;                    North         East    Units  Estimated Accuracy
 DY2010;SPC CA 5     -   533,220.    1,976,100.      MT  (+/- 180 meters Scaled)
 DY2010
 DY2010                          SUPERSEDED SURVEY CONTROL
 DY2010
 DY2010  NAVD 88 (06/15/91)   13.549  (m)           44.45   (f) UNKNOWN     1 1
 DY2010  NGVD 29 (??/??/92)   12.739  (m)           41.79   (f) ADJ UNCH    1 1
 DY2010
 DY2010.Superseded values are not recommended for survey control.
 DY2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2010.See file dsdata.txt to determine how the superseded data were derived.
 DY2010
 DY2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT835406(NAD 83)
 DY2010_MARKER: DB = BENCH MARK DISK
 DY2010_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY2010+WITH SETTING: PAVEMENT
 DY2010_SP_SET: STEP
 DY2010_MARK LOGO: CA1980
 DY2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2010+STABILITY: SURFACE MOTION
 DY2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2010+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY2010
 DY2010  HISTORY     - Date     Condition        Report By
 DY2010  HISTORY     - UNK      MONUMENTED       CA1980
 DY2010  HISTORY     - 1968     GOOD             CA1980
 DY2010  HISTORY     - 1978     GOOD             NGS
 DY2010  HISTORY     - 19890318 GOOD             NGS
 DY2010  HISTORY     - 19940728 GOOD             NGS
 DY2010
 DY2010                          STATION DESCRIPTION
 DY2010
 DY2010'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY2010'3.5 MI N FROM LOS ANGELES.
 DY2010'3.5 MI N OF THE VINCENT THOMAS BRIDGE AT LOS ANGELES, WILMINGTON
 DY2010'AREA, LOMITA BOULEVARD, ON THE S SIDE ABOUT 270 FEET W OF
 DY2010'EUBANK AREA, 200 FT E OF WILMINGTON AVENUE, AT THE CITY OF
 DY2010'LOS ANGELES DEPARTMENT OF WATER AND POWER RECEIVING STATION, IN
 DY2010'THE SE CORNER OF THE CONCRETE PLATFORM AT THE ENTRANCE TO THE
 DY2010'BUILDING.
 DY2010
 DY2010                          STATION RECOVERY (1978)
 DY2010
 DY2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY2010'RECOVERED IN GOOD CONDITION.
 DY2010
 DY2010                          STATION RECOVERY (1989)
 DY2010
 DY2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2010'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DY2010'WILMINGTON, AT 900 EAST LOMITA BOULEVARD, IN THE SOUTHEAST CORNER OF
 DY2010'THE CONCRETE STEP AT THE ENTRANCE TO THE DEPARTMENT OF WATER AND
 DY2010'POWER RECEIVING STATION, 12.0 M (39.4 FT) WEST OF THE NORTHEAST
 DY2010'CORNER OF THE BUILDING, 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF
 DY2010'THE EASTBOUND LANES OF THE BOULEVARD, 2.6 M (8.5 FT) EAST OF THE
 DY2010'CENTER OF THE ENTRACE, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 DY2010'BOULEVARD.
 DY2010
 DY2010                          STATION RECOVERY (1994)
 DY2010
 DY2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2010'IN WILMINGTON, NEAR THE SOUTHEAST CORNER OF THE CONCRETE STEP OF THE
 DY2010'NORTH ENTRANCE TO THE DEPARTMENT OF WATER AND POWER RECEIVING STATION
 DY2010'AT 900 EAST LOMITA BOULEVARD, 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE
 DY2010'OF THE EASTBOUND LANES OF THE BOULEVARD, 2.5 M (8.2 FT) EAST OF THE
 DY2010'CENTER OF THE ENTRANCE DOOR, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 DY2010'BOULEVARD, AND 0.2 M (0.7 FT) NORTH OF THE NORTH WALL OF THE BUILDING.
 DY2010'NOTE--THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9037 ***********************************************************************
 DY9037  DESIGNATION -  5 46 E LA CO
 DY9037  PID         -  DY9037
 DY9037  STATE/COUNTY-  CA/LOS ANGELES
 DY9037  USGS QUAD   -  TORRANCE (1981)
 DY9037
 DY9037                         *CURRENT SURVEY CONTROL
 DY9037  ___________________________________________________________________
 DY9037* NAD 83(1986)-  33 47 57.     (N)    118 15 54.     (W)     SCALED    
 DY9037* NAVD 88     -        13.56   (+/-2cm)      44.5    (feet)  VERTCON   
 DY9037  ___________________________________________________________________
 DY9037  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY9037  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9037
 DY9037.The horizontal coordinates were scaled from a topographic map and have
 DY9037.an estimated accuracy of +/- 6 seconds.
 DY9037
 DY9037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9037.The vertical order pertains to the NGVD 29 superseded value.
 DY9037
 DY9037.The geoid height was determined by GEOID03.
 DY9037
 DY9037;                    North         East    Units  Estimated Accuracy
 DY9037;SPC CA 5     -   533,220.    1,975,460.      MT  (+/- 180 meters Scaled)
 DY9037
 DY9037                          SUPERSEDED SURVEY CONTROL
 DY9037
 DY9037  NGVD 29 (??/??/92)   12.78   (m)           41.9    (f) COMPUTED    1 1
 DY9037
 DY9037.Superseded values are not recommended for survey control.
 DY9037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9037.See file dsdata.txt to determine how the superseded data were derived.
 DY9037
 DY9037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829406(NAD 83)
 DY9037_MARKER: DD = SURVEY DISK
 DY9037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9037_SP_SET: CONCRETE
 DY9037_STAMPING: 1970
 DY9037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9037
 DY9037  HISTORY     - Date     Condition        Report By
 DY9037  HISTORY     - UNK      MONUMENTED       CA-037
 DY9037  HISTORY     - 1973     GOOD             CA-037
 DY9037
 DY9037                          STATION DESCRIPTION
 DY9037
 DY9037'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9037'3.5 MI N FROM WILMINGTON.
 DY9037'LOMITA BOULEVARD AND MARINE AVENUE AT THE APPARENT CENTERLINE
 DY9037'INTERSECTION.  5.3 FEET NORTH OF A SEWER MANHOLE.  36 FEET SOUTH OF
 DY9037'THE NORTH CURB.  SET IN CONCRETE, 8 INCHES DEEP UNDER A CAST IRON
 DY9037'COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2001 ***********************************************************************
 DY2001  DESIGNATION -  5 49 A LA CO
 DY2001  PID         -  DY2001
 DY2001  STATE/COUNTY-  CA/LOS ANGELES
 DY2001  USGS QUAD   -  TORRANCE (1981)
 DY2001
 DY2001                         *CURRENT SURVEY CONTROL
 DY2001  ___________________________________________________________________
 DY2001* NAD 83(1986)-  33 47 27.     (N)    118 17 29.     (W)     SCALED    
 DY2001* NAVD 88     -         6.54   (+/-2cm)      21.5    (feet)  VERTCON   
 DY2001  ___________________________________________________________________
 DY2001  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY2001  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY2001
 DY2001.The horizontal coordinates were scaled from a topographic map and have
 DY2001.an estimated accuracy of +/- 6 seconds.
 DY2001
 DY2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2001.The vertical order pertains to the NGVD 29 superseded value.
 DY2001
 DY2001.The geoid height was determined by GEOID03.
 DY2001
 DY2001;                    North         East    Units  Estimated Accuracy
 DY2001;SPC CA 5     -   532,300.    1,973,010.      MT  (+/- 180 meters Scaled)
 DY2001
 DY2001                          SUPERSEDED SURVEY CONTROL
 DY2001
 DY2001  NGVD 29 (??/??/92)    5.78   (m)           19.0    (f) COMPUTED    1 1
 DY2001
 DY2001.Superseded values are not recommended for survey control.
 DY2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2001.See file dsdata.txt to determine how the superseded data were derived.
 DY2001
 DY2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT804397(NAD 83)
 DY2001_MARKER: Z = SEE DESCRIPTION
 DY2001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY2001_SP_SET: WELL
 DY2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2001
 DY2001  HISTORY     - Date     Condition        Report By
 DY2001  HISTORY     - UNK      MONUMENTED       CA1980
 DY2001  HISTORY     - 1970     GOOD             CA1980
 DY2001
 DY2001                          STATION DESCRIPTION
 DY2001
 DY2001'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1970
 DY2001'3.1 MI NW FROM LOS ANGELES.
 DY2001'3.1 MILES NW OF THE VINCENT THOMAS BRIDGE, LOS ANGELES, HARBOR
 DY2001'CITY AREA, VERMONT AVENUE AND PACIFIC COAST HIGHWAY AT THE
 DY2001'CENTERLINE INTERSECTION, SET ABOUT 9 INCHES BELOW THE SURFACE
 DY2001'IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED CITY OF LA
 DY2001'ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0539 ***********************************************************************
 DY0539  DESIGNATION -  5 5 B LACFCD
 DY0539  PID         -  DY0539
 DY0539  STATE/COUNTY-  CA/LOS ANGELES
 DY0539  USGS QUAD   -  SOUTH GATE (1981)
 DY0539
 DY0539                         *CURRENT SURVEY CONTROL
 DY0539  ___________________________________________________________________
 DY0539* NAD 83(1986)-  33 57 14.     (N)    118 10 16.     (W)     SCALED    
 DY0539* NAVD 88     -        34.02   (+/-2cm)     111.6    (feet)  VERTCON   
 DY0539  ___________________________________________________________________
 DY0539  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY0539  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0539
 DY0539.The horizontal coordinates were scaled from a topographic map and have
 DY0539.an estimated accuracy of +/- 6 seconds.
 DY0539
 DY0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0539.The vertical order pertains to the NGVD 29 superseded value.
 DY0539
 DY0539.The geoid height was determined by GEOID03.
 DY0539
 DY0539;                    North         East    Units  Estimated Accuracy
 DY0539;SPC CA 5     -   550,360.    1,984,180.      MT  (+/- 180 meters Scaled)
 DY0539
 DY0539                          SUPERSEDED SURVEY CONTROL
 DY0539
 DY0539  NGVD 29 (??/??/92)   33.283  (m)          109.20   (f) ADJ UNCH    1 2
 DY0539
 DY0539.Superseded values are not recommended for survey control.
 DY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0539.See file dsdata.txt to determine how the superseded data were derived.
 DY0539
 DY0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT917576(NAD 83)
 DY0539_MARKER: Q = CHISELED SQUARE
 DY0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0539_SP_SET: CONCRETE BASE
 DY0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0539
 DY0539  HISTORY     - Date     Condition        Report By
 DY0539  HISTORY     - UNK      MONUMENTED       CA-037
 DY0539  HISTORY     - 1939     GOOD             NGS
 DY0539  HISTORY     - 1961     GOOD             NGS
 DY0539
 DY0539                          STATION DESCRIPTION
 DY0539
 DY0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DY0539'AT SOUTHGATE.
 DY0539'AT SOUTHGATE, LOS ANGELES COUNTY, ABOUT 1/4 MILE NORTH ALONG THE
 DY0539'EAST BANK OF LOS ANGELES RIVER FROM THE FIRESTONE BOULEVARD BRIDGE,
 DY0539'ABOUT 250 FEET SOUTH OF THE SOUTHERN PACIFIC CO. BRIDGE, 20 FEET
 DY0539'EAST OF THE EAST LEVEE, AT B.P.L. TOWER 38, AND ON THE NORTHWEST
 DY0539'CORNER OF THE CONCRETE BASE.  A CHISELED SQUARE.  NOTE-- THE TOWER
 DY0539'HAS BEEN REMOVED.  A NEW TOWER IS LOCATED ABOUT 100 FEET SOUTH
 DY0539'SOUTHEAST.
 DY0539
 DY0539                          STATION RECOVERY (1961)
 DY0539
 DY0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4301 ***********************************************************************
 DX4301  DESIGNATION -  5 6 30
 DX4301  PID         -  DX4301
 DX4301  STATE/COUNTY-  CA/ORANGE
 DX4301  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4301
 DX4301                         *CURRENT SURVEY CONTROL
 DX4301  ___________________________________________________________________
 DX4301* NAD 83(1992)-  33 42 40.68500(N)    117 33 18.51079(W)     ADJUSTED  
 DX4301* NAVD 88     -      1528.07   (+/-2cm)    5013.3    (feet)  VERTCON   
 DX4301  ___________________________________________________________________
 DX4301  EPOCH DATE  -        1991.35
 DX4301  LAPLACE CORR-           8.91  (seconds)                    DEFLEC99
 DX4301  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DX4301  HORZ ORDER  -  SECOND
 DX4301  VERT ORDER  -  THIRD ? (See Below)
 DX4301
 DX4301.The horizontal coordinates were established by classical geodetic methods
 DX4301.and adjusted by the National Geodetic Survey in June 1996.
 DX4301.The horizontal coordinates are valid at the epoch date displayed above.
 DX4301.The epoch date for horizontal control is a decimal equivalence
 DX4301.of Year/Month/Day.
 DX4301
 DX4301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4301.The vertical order pertains to the NGVD 29 superseded value.
 DX4301
 DX4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4301
 DX4301.The geoid height was determined by GEOID03.
 DX4301
 DX4301;                    North         East     Units Scale Factor Converg.
 DX4301;SPC CA 6     -   672,063.735 1,879,024.466   MT  0.99997576   -0 43 01.9
 DX4301;SPC CA 6     - 2,204,929.10  6,164,766.10   sFT  0.99997576   -0 43 01.9
 DX4301;UTM  11      - 3,730,284.709   448,560.758   MT  0.99963262   -0 18 29.2
 DX4301
 DX4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4301!SPC CA 6     -   0.99976539  x   0.99997576  =   0.99974115
 DX4301!UTM  11      -   0.99976539  x   0.99963262  =   0.99939809
 DX4301
 DX4301:                Primary Azimuth Mark                     Grid Az
 DX4301:SPC CA 6     -  SANTIAGO AUX                             099 13 29.3
 DX4301:UTM  11      -  SANTIAGO AUX                             098 48 56.6
 DX4301
 DX4301|---------------------------------------------------------------------|
 DX4301| PID    Reference Object                     Distance      Geod. Az  |
 DX4301|                                                           dddmmss.s |
 DX4301| DX4300 SANTIAGO AUX                        APPROX. 1.9 KM 0983027.4 |
 DX4301|---------------------------------------------------------------------|
 DX4301
 DX4301                          SUPERSEDED SURVEY CONTROL
 DX4301
 DX4301  NAD 83(1986)-  33 42 40.68296(N)    117 33 18.51111(W) AD(1984.00) 2
 DX4301  NAD 27      -  33 42 40.61310(N)    117 33 15.33810(W) AD(       ) 2
 DX4301  NGVD 29 (07/19/86) 1527.24   (m)         5010.6    (f) LEVELING    3  
 DX4301
 DX4301.Superseded values are not recommended for survey control.
 DX4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4301.See file dsdata.txt to determine how the superseded data were derived.
 DX4301
 DX4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4856130285(NAD 83)
 DX4301
 DX4301  HISTORY     - Date     Condition        Report By
 DX4301  HISTORY     - 1968     MONUMENTED       CA-059
 DX4301  HISTORY     - 20050409 POOR             GEOCAC
 DX4301
 DX4301                          STATION DESCRIPTION
 DX4301
 DX4301'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4301'TO REACH FROM THE INTERSECTION OF SILVERADO CANYON ROAD AND
 DX4301'SANTIAGO CANYON ROAD, GO EASTERLY 5.4 MILES ON SILVERADO CANYON
 DX4301'ROAD TO THE WHITE STEEL GATE AT THE END OF SILVERADO CANYON
 DX4301'ROAD, GO THROUGH THE GATE AND GO 7.6 MILES ON THE MAPLE SPRINGS
 DX4301'TRUCK TRAIL TO THE JUNCTION WITH THE MAIN DIVIDE TRUCK TRAIL,
 DX4301'TURN RIGHT ON TO THE MAIN DIVIDE TRUCK TRAIL AND GO 1.4 MILES
 DX4301'TO A SHARP BEND IN THE ROAD, TURN RIGHT OFF MAIN DIVIDE TRUCK
 DX4301'TRAIL ON TO DIRT ROAD AND GO 300 FEET TO STATION SITE.  A
 DX4301'STANDARD ORANGE COUNTY SURVEYORS BRASS CAP SET IN CONCRETE ON
 DX4301'THE SURFACE OF THE GROUND.
 DX4301
 DX4301                          STATION RECOVERY (2005)
 DX4301
 DX4301'RECOVERY NOTE BY GEOCACHING 2005 (LJK)
 DX4301'DISC MISSING FROM CONCRETE PAD.  HOLE FOR STEM AND RECESS FOR DISC
 DX4301'BODY EVIDENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4743 ***********************************************************************
 EW4743  DESIGNATION -  5 65 V CO
 EW4743  PID         -  EW4743
 EW4743  STATE/COUNTY-  CA/VENTURA
 EW4743  USGS QUAD   -  FILLMORE (1951)
 EW4743
 EW4743                         *CURRENT SURVEY CONTROL
 EW4743  ___________________________________________________________________
 EW4743* NAD 83(1986)-  34 24 12.     (N)    118 57 17.     (W)     SCALED    
 EW4743* NAVD 88     -       163.26   (+/-2cm)     535.6    (feet)  VERTCON   
 EW4743  ___________________________________________________________________
 EW4743  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW4743  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4743
 EW4743.The horizontal coordinates were scaled from a topographic map and have
 EW4743.an estimated accuracy of +/- 6 seconds.
 EW4743
 EW4743.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4743.The vertical order pertains to the NGVD 29 superseded value.
 EW4743
 EW4743.The geoid height was determined by GEOID03.
 EW4743
 EW4743;                    North         East    Units  Estimated Accuracy
 EW4743;SPC CA 5     -   600,620.    1,912,220.      MT  (+/- 180 meters Scaled)
 EW4743
 EW4743                          SUPERSEDED SURVEY CONTROL
 EW4743
 EW4743  NGVD 29 (??/??/92)  162.463  (m)          533.01   (f) ADJ UNCH    1 1
 EW4743
 EW4743.Superseded values are not recommended for survey control.
 EW4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4743.See file dsdata.txt to determine how the superseded data were derived.
 EW4743
 EW4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU203086(NAD 83)
 EW4743_MARKER: DD = SURVEY DISK
 EW4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4743_STAMPING: 5-65 1961
 EW4743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4743+STABILITY: SURFACE MOTION
 EW4743
 EW4743  HISTORY     - Date     Condition        Report By
 EW4743  HISTORY     - 1961     MONUMENTED       CA-111
 EW4743
 EW4743                          STATION DESCRIPTION
 EW4743
 EW4743'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1961
 EW4743'AT FILLMORE.
 EW4743'AT THE INTERSECTION OF SYCAMORE RD AND SEVENTH STREET, 28 FT
 EW4743'NORTHWESTERLY FROM CENTERLINE OF SYCAMORE RD ON THE PROLONGATION
 EW4743'OF THE CENTERLINE OF SEVENTH STREET, 18 FT SOUTHWESTERLY FROM
 EW4743'POWER POLE 749126-C, A BRASS CAPPED MONUMENT, 2 INCHES SUBMERGED,
 EW4743'WITH STEEL GUARD POST 1 FOOT NORTHWESTERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4740 ***********************************************************************
 EW4740  DESIGNATION -  5 66 V CO
 EW4740  PID         -  EW4740
 EW4740  STATE/COUNTY-  CA/VENTURA
 EW4740  USGS QUAD   -  FILLMORE (1951)
 EW4740
 EW4740                         *CURRENT SURVEY CONTROL
 EW4740  ___________________________________________________________________
 EW4740* NAD 83(1986)-  34 23 56.     (N)    118 56 56.     (W)     SCALED    
 EW4740* NAVD 88     -       133.26   (+/-2cm)     437.2    (feet)  VERTCON   
 EW4740  ___________________________________________________________________
 EW4740  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EW4740  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4740
 EW4740.The horizontal coordinates were scaled from a topographic map and have
 EW4740.an estimated accuracy of +/- 6 seconds.
 EW4740
 EW4740.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4740.The vertical order pertains to the NGVD 29 superseded value.
 EW4740
 EW4740.The geoid height was determined by GEOID03.
 EW4740
 EW4740;                    North         East    Units  Estimated Accuracy
 EW4740;SPC CA 5     -   600,120.    1,912,760.      MT  (+/- 180 meters Scaled)
 EW4740
 EW4740                          SUPERSEDED SURVEY CONTROL
 EW4740
 EW4740  NGVD 29 (??/??/92)  132.467  (m)          434.60   (f) ADJ UNCH    1 1
 EW4740
 EW4740.Superseded values are not recommended for survey control.
 EW4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4740.See file dsdata.txt to determine how the superseded data were derived.
 EW4740
 EW4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU208081(NAD 83)
 EW4740_MARKER: DD = SURVEY DISK
 EW4740_SETTING: 0 = UNSPECIFIED SETTING
 EW4740_STAMPING: 5-66 1961
 EW4740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4740
 EW4740  HISTORY     - Date     Condition        Report By
 EW4740  HISTORY     - 1961     MONUMENTED       CA-111
 EW4740
 EW4740                          STATION DESCRIPTION
 EW4740
 EW4740'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1961
 EW4740'AT FILLMORE.
 EW4740'AT THE INTERSECTION OF TELEGRAPH RD AND SEVENTH STREET, AT THE
 EW4740'NORTHERLY CORNER OF THE INTERSECTION, 20 FT NORTHEASTERLY FROM
 EW4740'THE CENTERLINE OF SEVENTH STREET, 2.5 FT SOUTHERLY FROM POWER
 EW4740'POLE 478725-H, STAMPED BENCH MARK 5-66, 1961.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4739 ***********************************************************************
 EW4739  DESIGNATION -  5 67
 EW4739  PID         -  EW4739
 EW4739  STATE/COUNTY-  CA/VENTURA
 EW4739  USGS QUAD   -  FILLMORE (1951)
 EW4739
 EW4739                         *CURRENT SURVEY CONTROL
 EW4739  ___________________________________________________________________
 EW4739* NAD 83(1986)-  34 24 16.     (N)    118 56 44.     (W)     SCALED    
 EW4739* NAVD 88     -       136.550  (meters)     448.00   (feet)  ADJUSTED  
 EW4739  ___________________________________________________________________
 EW4739  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW4739  DYNAMIC HT  -         136.401 (meters)     447.51  (feet)  COMP
 EW4739  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 EW4739  OBS GRAVITY -     979,544.8   (mgal)                       GRAV_OBS
 EW4739
 EW4739  VERT ORDER  -  FIRST     CLASS I
 EW4739
 EW4739.The horizontal coordinates were scaled from a topographic map and have
 EW4739.an estimated accuracy of +/- 6 seconds.
 EW4739
 EW4739.The orthometric height was determined by differential leveling
 EW4739.and adjusted in June 1991.
 EW4739
 EW4739.The geoid height was determined by GEOID03.
 EW4739
 EW4739.The dynamic height is computed by dividing the NAVD 88
 EW4739.geopotential number by the normal gravity value computed on the
 EW4739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4739.degrees latitude (g = 980.6199 gals.).
 EW4739
 EW4739.The modeled gravity was interpolated from observed gravity values.
 EW4739.The observed gravity was obtained from relative gravimeter ties
 EW4739.to the IGSN71 gravity network.
 EW4739
 EW4739;                    North         East    Units  Estimated Accuracy
 EW4739;SPC CA 5     -   600,730.    1,913,070.      MT  (+/- 180 meters Scaled)
 EW4739
 EW4739                          SUPERSEDED SURVEY CONTROL
 EW4739
 EW4739  NGVD 29 (??/??/92)  135.749  (m)          445.37   (f) ADJ UNCH    1 1
 EW4739
 EW4739.Superseded values are not recommended for survey control.
 EW4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4739.See file dsdata.txt to determine how the superseded data were derived.
 EW4739
 EW4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU211087(NAD 83)
 EW4739_MARKER: DD = SURVEY DISK
 EW4739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4739_SP_SET: SQUARE CONCRETE MONUMENT
 EW4739_STAMPING: BM 5-67 VEN CO 1961
 EW4739_MARK LOGO: CA-111
 EW4739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4739+STABILITY: SURFACE MOTION
 EW4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4739+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1989
 EW4739
 EW4739  HISTORY     - Date     Condition        Report By
 EW4739  HISTORY     - 1961     MONUMENTED       CA-111
 EW4739  HISTORY     - 1971     GOOD             NGS
 EW4739  HISTORY     - 1977     GOOD             NGS
 EW4739  HISTORY     - 19890424 GOOD             NGS
 EW4739
 EW4739                          STATION DESCRIPTION
 EW4739
 EW4739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4739'2.2 MI W FROM FILLMORE.
 EW4739'2.25 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4739'STATION AT FILLMORE, 5 POLES NORTHEAST OF MILE POLE 422, AT A
 EW4739'PRIVATE ROAD CROSSING, AT THE NORTH CORNER OF A TRAILER COURT,
 EW4739'55 FEET NORTHEAST OF THE CENTER LINE OF ENTRANCE ROAD TO COURT,
 EW4739'102.5 FEET SOUTHEAST AND ACROSS TELEGRAPH ROAD FROM THE SOUTHEAST
 EW4739'RAIL, 28 FEET SOUTHEAST OF THE CENTER LINE OF TELEGRAPH ROAD,
 EW4739'20 FEET NORTHEAST OF EXTENDED CENTER LINE OF ROAD CROSSING
 EW4739'TRACK, 2.4 FEET WEST OF THE NORTH CORNER OF CONCRETE BLOCK
 EW4739'WALL, 1.3 FEET NORTHWEST OF THE NORTHWEST FACE OF WALL, 1 1/2
 EW4739'FEET SOUTHWEST OF POWER POLE 630170H WITH TRANSFORMER, 1.3 FEET
 EW4739'EAST OF WITNESS POST AND IN THE TOP OF A CONCRETE POST ABOUT
 EW4739'0.5 FOOT UNDER GROUND.
 EW4739
 EW4739                          STATION RECOVERY (1977)
 EW4739
 EW4739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4739'RECOVERED IN GOOD CONDITION.
 EW4739
 EW4739                          STATION RECOVERY (1989)
 EW4739
 EW4739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4739'RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.  3.5 KM (2.15
 EW4739'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW4739'JUNCTION WITH CENTRAL AVENUE IN FILLMORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4742 ***********************************************************************
 EW4742  DESIGNATION -  5 68
 EW4742  PID         -  EW4742
 EW4742  STATE/COUNTY-  CA/VENTURA
 EW4742  USGS QUAD   -  FILLMORE (1951)
 EW4742
 EW4742                         *CURRENT SURVEY CONTROL
 EW4742  ___________________________________________________________________
 EW4742* NAD 83(1986)-  34 24 03.     (N)    118 57 06.     (W)     SCALED    
 EW4742* NAVD 88     -       140.987  (meters)     462.55   (feet)  ADJUSTED  
 EW4742  ___________________________________________________________________
 EW4742  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW4742  DYNAMIC HT  -         140.833 (meters)     462.05  (feet)  COMP
 EW4742  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 EW4742
 EW4742  VERT ORDER  -  FIRST     CLASS I
 EW4742
 EW4742.The horizontal coordinates were scaled from a topographic map and have
 EW4742.an estimated accuracy of +/- 6 seconds.
 EW4742
 EW4742.The orthometric height was determined by differential leveling
 EW4742.and adjusted in June 1991.
 EW4742
 EW4742.The geoid height was determined by GEOID03.
 EW4742
 EW4742.The dynamic height is computed by dividing the NAVD 88
 EW4742.geopotential number by the normal gravity value computed on the
 EW4742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4742.degrees latitude (g = 980.6199 gals.).
 EW4742
 EW4742.The modeled gravity was interpolated from observed gravity values.
 EW4742
 EW4742;                    North         East    Units  Estimated Accuracy
 EW4742;SPC CA 5     -   600,340.    1,912,500.      MT  (+/- 180 meters Scaled)
 EW4742
 EW4742                          SUPERSEDED SURVEY CONTROL
 EW4742
 EW4742  NGVD 29 (??/??/92)  139.961  (m)          459.19   (f) ADJ UNCH    1 1
 EW4742
 EW4742.Superseded values are not recommended for survey control.
 EW4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4742.See file dsdata.txt to determine how the superseded data were derived.
 EW4742
 EW4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU206083(NAD 83)
 EW4742_MARKER: DD = SURVEY DISK
 EW4742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4742_SP_SET: HEADWALL CULVERT
 EW4742_STAMPING: 5-68 1973
 EW4742_MARK LOGO: CA-111
 EW4742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4742+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1989
 EW4742
 EW4742  HISTORY     - Date     Condition        Report By
 EW4742  HISTORY     - 1973     MONUMENTED       CA-111
 EW4742  HISTORY     - 19890424 GOOD             NGS
 EW4742
 EW4742                          STATION DESCRIPTION
 EW4742
 EW4742'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW4742'AT FILLMORE.
 EW4742'ON THE WESTERLY SIDE OF SEVENTH ST. BETWEEN OLD TELEGRAPH RD. AND SYC-
 EW4742'AMORE RD., 33 FT. WEST OF CENTER OF PAVENEMT SEVENTH ST., 115 FT.
 EW4742'NORTH FROM CENTER OF S.P.R.R. TRACKS. A BRASS DISK SET IN CENTER OF 9-
 EW4742'IN. HEADWALL AT SOUTH END OF CONCRETE LINED DITCH.
 EW4742
 EW4742                          STATION RECOVERY (1989)
 EW4742
 EW4742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4742'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.1 KM (2.55
 EW4742'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW4742'JUNCTION WITH CENTRAL AVENUE IN FILLMORE, 1.6 M (5.2 FT) SOUTHWEST OF
 EW4742'THE NORTHEAST END OF A HEADWALL OF A 4.0 FT CONCRETE PIPE CULVERT.
 EW4742'34.4 M (112.9 FT) NORTHWEST OF THE NEAR RAIL, 10.2 M (33.5 FT)
 EW4742'SOUTHWEST OF THE CENTERLINE OF SEVENTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4238 ***********************************************************************
 DX4238  DESIGNATION -  5 7 1
 DX4238  PID         -  DX4238
 DX4238  STATE/COUNTY-  CA/ORANGE
 DX4238  USGS QUAD   -  CORONA SOUTH (1988)
 DX4238
 DX4238                         *CURRENT SURVEY CONTROL
 DX4238  ___________________________________________________________________
 DX4238* NAD 83(1992)-  33 45 49.27036(N)    117 34 05.17883(W)     ADJUSTED  
 DX4238* NAVD 88     -      1173.79   (+/-2cm)    3851.0    (feet)  VERTCON   
 DX4238  ___________________________________________________________________
 DX4238  EPOCH DATE  -        1991.35
 DX4238  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 DX4238  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DX4238  HORZ ORDER  -  SECOND
 DX4238  VERT ORDER  -  THIRD ? (See Below)
 DX4238
 DX4238.The horizontal coordinates were established by classical geodetic methods
 DX4238.and adjusted by the National Geodetic Survey in June 1996.
 DX4238.The horizontal coordinates are valid at the epoch date displayed above.
 DX4238.The epoch date for horizontal control is a decimal equivalence
 DX4238.of Year/Month/Day.
 DX4238
 DX4238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4238.The vertical order pertains to the NGVD 29 superseded value.
 DX4238
 DX4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4238
 DX4238.The geoid height was determined by GEOID03.
 DX4238
 DX4238;                    North         East     Units Scale Factor Converg.
 DX4238;SPC CA 6     -   677,888.665 1,877,896.388   MT  0.99998219   -0 43 27.6
 DX4238;SPC CA 6     - 2,224,039.73  6,161,065.07   sFT  0.99998219   -0 43 27.6
 DX4238;UTM  11      - 3,736,099.432   447,391.550   MT  0.99963412   -0 18 56.7
 DX4238
 DX4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4238!SPC CA 6     -   0.99982100  x   0.99998219  =   0.99980319
 DX4238!UTM  11      -   0.99982100  x   0.99963412  =   0.99945518
 DX4238
 DX4238:                Primary Azimuth Mark                     Grid Az
 DX4238:SPC CA 6     -  5 7 15                                   217 17 24.6
 DX4238:UTM  11      -  5 7 15                                   216 52 53.7
 DX4238
 DX4238|---------------------------------------------------------------------|
 DX4238| PID    Reference Object                     Distance      Geod. Az  |
 DX4238|                                                           dddmmss.s |
 DX4238| DX4308 5 7 15                              APPROX. 4.6 KM 2163357.0 |
 DX4238|---------------------------------------------------------------------|
 DX4238
 DX4238                          SUPERSEDED SURVEY CONTROL
 DX4238
 DX4238  NAD 83(1986)-  33 45 49.26949(N)    117 34 05.17953(W) AD(1984.00) 2
 DX4238  NAD 27      -  33 45 49.20460(N)    117 34 02.00620(W) AD(       ) 2
 DX4238  NGVD 29 (07/19/86) 1172.96   (m)         3848.3    (f) LEVELING    3  
 DX4238
 DX4238.Superseded values are not recommended for survey control.
 DX4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4238.See file dsdata.txt to determine how the superseded data were derived.
 DX4238
 DX4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4739236099(NAD 83)
 DX4238
 DX4238  HISTORY     - Date     Condition        Report By
 DX4238  HISTORY     - 1965     MONUMENTED       CA-059
 DX4238
 DX4238                          STATION DESCRIPTION
 DX4238
 DX4238'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4238'TO REACH THE INTERSECTION OF SANTIAGO CANYON ROAD AND SILVERADO
 DX4238'CANYON ROAD GO EASTERLY 5.4 MILES ON SILVERADO CANYON ROAD TO THE
 DX4238'WHITE STEEL GATE OF THE END OF SILVERADO CANYON ROAD.  GO THROUGH
 DX4238'THE GATE AND GO 0.15 MILE.  TURN HARD LEFT ON TO MINE CAMP ROAD
 DX4238'AND FOLLOW ZIG ZAG ROAD UP THE HILL 3.3 MILES TO THE JUNCTION OF
 DX4238'MINE CAMP ROAD AND THE MAIN DIVIDE TRUCK TRAIL.  TURN RIGHT ON
 DX4238'THE MAIN DIVIDE TRUCK TRAIL AND GO 1.3 MILES TO A SMALL TURN OUT
 DX4238'TO THE RIGHT AND THE END OF TRUCK TRAVEL, CLIMB UP HILL ON
 DX4238'FIRE BREAK TO THE RIGHT 500 FEET TO THE STATION SITE.  A STANDARD
 DX4238'ORANGE COUNTY SURVEYORS BRASS CAP SET IN CONCRETE ON THE
 DX4238'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4308 ***********************************************************************
 DX4308  DESIGNATION -  5 7 15
 DX4308  PID         -  DX4308
 DX4308  STATE/COUNTY-  CA/ORANGE
 DX4308  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4308
 DX4308                         *CURRENT SURVEY CONTROL
 DX4308  ___________________________________________________________________
 DX4308* NAD 83(1992)-  33 43 50.40472(N)    117 35 50.69029(W)     ADJUSTED  
 DX4308* NAVD 88     -      1066.66   (+/-2cm)    3499.5    (feet)  VERTCON   
 DX4308  ___________________________________________________________________
 DX4308  EPOCH DATE  -        1991.35
 DX4308  LAPLACE CORR-          10.15  (seconds)                    DEFLEC99
 DX4308  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DX4308  HORZ ORDER  -  SECOND
 DX4308  VERT ORDER  -  THIRD ? (See Below)
 DX4308
 DX4308.The horizontal coordinates were established by classical geodetic methods
 DX4308.and adjusted by the National Geodetic Survey in June 1996.
 DX4308.The horizontal coordinates are valid at the epoch date displayed above.
 DX4308.The epoch date for horizontal control is a decimal equivalence
 DX4308.of Year/Month/Day.
 DX4308
 DX4308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4308.The vertical order pertains to the NGVD 29 superseded value.
 DX4308
 DX4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4308
 DX4308.The geoid height was determined by GEOID03.
 DX4308
 DX4308;                    North         East     Units Scale Factor Converg.
 DX4308;SPC CA 6     -   674,261.438 1,875,134.177   MT  0.99997804   -0 44 25.5
 DX4308;SPC CA 6     - 2,212,139.40  6,152,002.71   sFT  0.99997804   -0 44 25.5
 DX4308;UTM  11      - 3,732,453.852   444,656.219   MT  0.99963776   -0 19 54.3
 DX4308
 DX4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4308!SPC CA 6     -   0.99983783  x   0.99997804  =   0.99981587
 DX4308!UTM  11      -   0.99983783  x   0.99963776  =   0.99947564
 DX4308
 DX4308:                Primary Azimuth Mark                     Grid Az
 DX4308:SPC CA 6     -  5 7 16                                   313 37 21.8
 DX4308:UTM  11      -  5 7 16                                   313 12 50.6
 DX4308
 DX4308|---------------------------------------------------------------------|
 DX4308| PID    Reference Object                     Distance      Geod. Az  |
 DX4308|                                                           dddmmss.s |
 DX4308| DX4313 5 7 16                              APPROX. 1.6 KM 3125256.3 |
 DX4308|---------------------------------------------------------------------|
 DX4308
 DX4308                          SUPERSEDED SURVEY CONTROL
 DX4308
 DX4308  NAD 83(1986)-  33 43 50.40367(N)    117 35 50.69084(W) AD(1984.00) 2
 DX4308  NAD 27      -  33 43 50.33540(N)    117 35 47.51500(W) AD(       ) 2
 DX4308  NGVD 29 (07/19/86) 1065.86   (m)         3496.9    (f) LEVELING    3  
 DX4308
 DX4308.Superseded values are not recommended for survey control.
 DX4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4308.See file dsdata.txt to determine how the superseded data were derived.
 DX4308
 DX4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4465632454(NAD 83)
 DX4308
 DX4308  HISTORY     - Date     Condition        Report By
 DX4308  HISTORY     - 1966     MONUMENTED       CA-059
 DX4308
 DX4308                          STATION DESCRIPTION
 DX4308
 DX4308'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (JS)
 DX4308'TO REACH FROM THE INTERSECTION OF SANTIAGO ROAD AND SILVERADO
 DX4308'CANYON ROAD GO SOUTHERLY 1.9 MILES ON SANTIAGO ROAD, TURN LEFT
 DX4308'THROUGH A WHITE STEEL GATE ON TO WILLIAMS CANYON ROAD, GO 1.3
 DX4308'MILES TO ANOTHER WHITE STEEL GATE ON THE LEFT, GO THROUGH GATE
 DX4308'AND UP HILL 1.1 MILES TO THE JUNCTION OF WILLIAMS CANYON ROAD
 DX4308'AND THE SILVERADO TRUCK TRAIL, TURN RIGHT ON TO THE SILVERADO
 DX4308'TRUCK TRAIL AND GO 4.1 MILES TO BASE OF THE HILL OF THE STATION
 DX4308'SITE AND END OF TRUCK TRAVEL, GO BACK TO THE LEFT AND UP TO
 DX4308'THE HIGHEST POINT ON THE HILL APPROXIMATELY 1000 FEET TO THE
 DX4308'STATION SITE.  A STANDARD ORANGE COUNTY SURVEYORS BRASS CAP SET
 DX4308'IN CONCRETE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4313 ***********************************************************************
 DX4313  DESIGNATION -  5 7 16
 DX4313  PID         -  DX4313
 DX4313  STATE/COUNTY-  CA/ORANGE
 DX4313  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4313
 DX4313                         *CURRENT SURVEY CONTROL
 DX4313  ___________________________________________________________________
 DX4313* NAD 83(1992)-  33 44 25.29668(N)    117 36 35.66535(W)     ADJUSTED  
 DX4313* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 DX4313  ___________________________________________________________________
 DX4313  EPOCH DATE  -        1991.35
 DX4313  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 DX4313  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DX4313  HORZ ORDER  -  SECOND
 DX4313
 DX4313.The horizontal coordinates were established by classical geodetic methods
 DX4313.and adjusted by the National Geodetic Survey in June 1996.
 DX4313.The horizontal coordinates are valid at the epoch date displayed above.
 DX4313.The epoch date for horizontal control is a decimal equivalence
 DX4313.of Year/Month/Day.
 DX4313
 DX4313.The orthometric height was scaled from a topographic map.
 DX4313
 DX4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4313
 DX4313.The geoid height was determined by GEOID03.
 DX4313
 DX4313;                    North         East     Units Scale Factor Converg.
 DX4313;SPC CA 6     -   675,351.391 1,873,990.521   MT  0.99997922   -0 44 50.3
 DX4313;SPC CA 6     - 2,215,715.36  6,148,250.57   sFT  0.99997922   -0 44 50.3
 DX4313;UTM  11      - 3,733,535.254   443,505.211   MT  0.99963935   -0 20 19.6
 DX4313
 DX4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4313!SPC CA 6     -   0.99990562  x   0.99997922  =   0.99988484
 DX4313!UTM  11      -   0.99990562  x   0.99963935  =   0.99954500
 DX4313
 DX4313:                Primary Azimuth Mark                     Grid Az
 DX4313:SPC CA 6     -  5 7 17                                   257 09 12.5
 DX4313:UTM  11      -  5 7 17                                   256 44 41.8
 DX4313
 DX4313|---------------------------------------------------------------------|
 DX4313| PID    Reference Object                     Distance      Geod. Az  |
 DX4313|                                                           dddmmss.s |
 DX4313| DX4389 5 7 17                              APPROX. 2.0 KM 2562422.2 |
 DX4313|---------------------------------------------------------------------|
 DX4313
 DX4313                          SUPERSEDED SURVEY CONTROL
 DX4313
 DX4313  NAD 83(1986)-  33 44 25.29570(N)    117 36 35.66567(W) AD(1984.00) 2
 DX4313  NAD 27      -  33 44 25.22820(N)    117 36 32.48970(W) AD(       ) 2
 DX4313
 DX4313.Superseded values are not recommended for survey control.
 DX4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4313.See file dsdata.txt to determine how the superseded data were derived.
 DX4313
 DX4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4350533535(NAD 83)
 DX4313
 DX4313  HISTORY     - Date     Condition        Report By
 DX4313  HISTORY     - 1965     MONUMENTED       CA-059
 DX4313
 DX4313                          STATION DESCRIPTION
 DX4313
 DX4313'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4313'TO REACH FROM EL MODENO GO EAST ON CHAPMAN AVENUE 2.9 MILES TO
 DX4313'SANTIAGO CANYON ROAD.  GO SOUTHEASTERLY ON SANTIAGO CANYON ROAD
 DX4313'6.6 MILES TO SILVERADO CANYON ROAD.  CONTINUE ON SANTIAGO CANYON
 DX4313'ROAD 1.8 MILES TO WILLIAMS CANYON ROAD.  GO EASTERLY ON WILLIAMS
 DX4313'CANYON ROAD 1.4 MILES TO A STEEL GATE ON THE LEFT, GO THROUGH THE
 DX4313'GATE AND FOLLOW THE DIRT ROAD UP THE HILL 1.1 MILE TO THE
 DX4313'SILVERADO TRUCK TRAIL.  TURN RIGHT ON THE SILVERADO TRUCK TRAIL
 DX4313'AND GO EASTERLY 2.0 MILES.  TURN RIGHT OFF THE ROAD AND GO
 DX4313'APPROXIMATELY 300 FEET TO THE TOP OF THE HILL AND THE STATION
 DX4313'SITE.  THE STATION IS SET ON A JETTING RIDGE APPROXIMATELY
 DX4313'50 FEET NORTERLY OF THE TOP OF THE HILL OVER-LOOKING
 DX4313'SILVERADO CANYON ROAD.  THE STATION IS AND ORANGE COUNTY
 DX4313'SURVEYORS DISK STAMPED 5-7-16
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4389 ***********************************************************************
 DX4389  DESIGNATION -  5 7 17
 DX4389  PID         -  DX4389
 DX4389  STATE/COUNTY-  CA/ORANGE
 DX4389  USGS QUAD   -  EL TORO (1982)
 DX4389
 DX4389                         *CURRENT SURVEY CONTROL
 DX4389  ___________________________________________________________________
 DX4389* NAD 83(1992)-  33 44 09.67231(N)    117 37 52.96946(W)     ADJUSTED  
 DX4389* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 DX4389  ___________________________________________________________________
 DX4389  EPOCH DATE  -        1991.35
 DX4389  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 DX4389  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DX4389  HORZ ORDER  -  SECOND
 DX4389
 DX4389.The horizontal coordinates were established by classical geodetic methods
 DX4389.and adjusted by the National Geodetic Survey in June 1996.
 DX4389.The horizontal coordinates are valid at the epoch date displayed above.
 DX4389.The epoch date for horizontal control is a decimal equivalence
 DX4389.of Year/Month/Day.
 DX4389
 DX4389.The orthometric height was scaled from a topographic map.
 DX4389
 DX4389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4389
 DX4389.The geoid height was determined by GEOID03.
 DX4389
 DX4389;                    North         East     Units Scale Factor Converg.
 DX4389;SPC CA 6     -   674,896.206 1,871,994.529   MT  0.99997869   -0 45 32.7
 DX4389;SPC CA 6     - 2,214,221.97  6,141,702.05   sFT  0.99997869   -0 45 32.7
 DX4389;UTM  11      - 3,733,066.009   441,513.189   MT  0.99964217   -0 21 02.4
 DX4389
 DX4389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4389!SPC CA 6     -   0.99991898  x   0.99997869  =   0.99989767
 DX4389!UTM  11      -   0.99991898  x   0.99964217  =   0.99956118
 DX4389
 DX4389:                Primary Azimuth Mark                     Grid Az
 DX4389:SPC CA 6     -  5 7 15                                   101 25 47.2
 DX4389:UTM  11      -  5 7 15                                   101 01 16.9
 DX4389
 DX4389|---------------------------------------------------------------------|
 DX4389| PID    Reference Object                     Distance      Geod. Az  |
 DX4389|                                                           dddmmss.s |
 DX4389| DX4308 5 7 15                              APPROX. 3.2 KM 1004014.5 |
 DX4389|---------------------------------------------------------------------|
 DX4389
 DX4389                          SUPERSEDED SURVEY CONTROL
 DX4389
 DX4389  NAD 83(1986)-  33 44 09.67133(N)    117 37 52.96975(W) AD(1984.00) 2
 DX4389  NAD 27      -  33 44 09.60340(N)    117 37 49.79160(W) AD(       ) 2
 DX4389
 DX4389.Superseded values are not recommended for survey control.
 DX4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4389.See file dsdata.txt to determine how the superseded data were derived.
 DX4389
 DX4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4151333066(NAD 83)
 DX4389
 DX4389  HISTORY     - Date     Condition        Report By
 DX4389  HISTORY     - 1965     MONUMENTED       CA-059
 DX4389
 DX4389                          STATION DESCRIPTION
 DX4389
 DX4389'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4389'TO REACH FROM THE INTERSECTION OF SANTIAGO CANYON ROAD AND
 DX4389'SILVERADO CANYON ROAD, GO SOUTHERLY 1.9 MILES ON SANTIAGO CANYON
 DX4389'ROAD, GO SOUTHERLY 1.9 MILES ON SANTIAGO CANYON ROAD, TURN LEFT
 DX4389'THROUGH A WHITE STEEL GATE ON TO WILLIAMS CANYON ROAD, GO 1.3
 DX4389'MILES TO ANOTHER WHITE STEEL GATE ON THE LEFT, GO THROUGH GATE AND
 DX4389'UP HILL 1.1 MILES TO THE JUNCTION OF WILLIAMS CANYON ROAD AND
 DX4389'THE SILVERADO CANYON TRUCK TRAIL, TURN LEFT ON TO THE
 DX4389'SILVERADO CANYON TRUCK TRAIL AND GO 1.0 MILE TO THE BASE
 DX4389'OF THE HILL OF THE STATION SITE, TURN BACK TO THE RIGHT AND GO
 DX4389'UP HILL 500 FEET TO THE STATION SITE.  A STANDARD ORANGE
 DX4389'COUNTY SURVEYORS BRASS CAP SET IN CONCRETE ON THE SURFACE OF
 DX4389'THE GROUND.  STAMPED 5-7-17.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4314 ***********************************************************************
 DX4314  DESIGNATION -  5 7 20
 DX4314  PID         -  DX4314
 DX4314  STATE/COUNTY-  CA/ORANGE
 DX4314  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4314
 DX4314                         *CURRENT SURVEY CONTROL
 DX4314  ___________________________________________________________________
 DX4314* NAD 83(1992)-  33 43 16.84088(N)    117 37 32.68936(W)     ADJUSTED  
 DX4314* NAVD 88     -       683.41   (+/-2cm)    2242.2    (feet)  VERTCON   
 DX4314  ___________________________________________________________________
 DX4314  EPOCH DATE  -        1991.35
 DX4314  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 DX4314  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DX4314  HORZ ORDER  -  SECOND
 DX4314  VERT ORDER  -  THIRD ? (See Below)
 DX4314
 DX4314.The horizontal coordinates were established by classical geodetic methods
 DX4314.and adjusted by the National Geodetic Survey in June 1996.
 DX4314.The horizontal coordinates are valid at the epoch date displayed above.
 DX4314.The epoch date for horizontal control is a decimal equivalence
 DX4314.of Year/Month/Day.
 DX4314
 DX4314.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4314.The vertical order pertains to the NGVD 29 superseded value.
 DX4314
 DX4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4314
 DX4314.The geoid height was determined by GEOID03.
 DX4314
 DX4314;                    North         East     Units Scale Factor Converg.
 DX4314;SPC CA 6     -   673,261.723 1,872,495.037   MT  0.99997693   -0 45 21.6
 DX4314;SPC CA 6     - 2,208,859.50  6,143,344.13   sFT  0.99997693   -0 45 21.6
 DX4314;UTM  11      - 3,731,435.685   442,025.166   MT  0.99964143   -0 20 50.6
 DX4314
 DX4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4314!SPC CA 6     -   0.99989800  x   0.99997693  =   0.99987494
 DX4314!UTM  11      -   0.99989800  x   0.99964143  =   0.99953947
 DX4314
 DX4314:                Primary Azimuth Mark                     Grid Az
 DX4314:SPC CA 6     -  5 7 15                                   069 15 11.1
 DX4314:UTM  11      -  5 7 15                                   068 50 40.1
 DX4314
 DX4314|---------------------------------------------------------------------|
 DX4314| PID    Reference Object                     Distance      Geod. Az  |
 DX4314|                                                           dddmmss.s |
 DX4314| DX4308 5 7 15                              APPROX. 2.8 KM 0682949.5 |
 DX4314|---------------------------------------------------------------------|
 DX4314
 DX4314                          SUPERSEDED SURVEY CONTROL
 DX4314
 DX4314  NAD 83(1986)-  33 43 16.83981(N)    117 37 32.68980(W) AD(1984.00) 2
 DX4314  NAD 27      -  33 43 16.77070(N)    117 37 29.51210(W) AD(       ) 2
 DX4314  NGVD 29 (07/19/86)  682.63   (m)         2239.6    (f) LEVELING    3  
 DX4314
 DX4314.Superseded values are not recommended for survey control.
 DX4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4314.See file dsdata.txt to determine how the superseded data were derived.
 DX4314
 DX4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4202531436(NAD 83)
 DX4314
 DX4314  HISTORY     - Date     Condition        Report By
 DX4314  HISTORY     - 1967     MONUMENTED       CA-059
 DX4314
 DX4314                          STATION DESCRIPTION
 DX4314
 DX4314'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4314'TO REACH 5-7-20 FROM THE INTERSECTION OF SANTIAGO CANYON ROAD AND
 DX4314'MODJESKA ROAD IN THE TOWN OF MODJESKA, PROCEED EASTERLY ALONG
 DX4314'MODJESKA ROAD 0.55 MILE AND TURN NORTHERLY ONTO HARDING CANYON
 DX4314'ROAD, PROCEED ALONG HARDING CANYON ROAD 300 FEET AND TURN WESTERLY
 DX4314'ON TO WILKINSON ROAD, PROCEED ALONG WILKINSON ROAD 250 FEET TO A
 DX4314'LEFT CURVE IN THE ROAD, AT THIS POINT LEAVE THE ROAD AND PROCEED
 DX4314'THROUGH A CHAIN-LINKED FENCE GATE, GO NORTHWESTERLY 200 FEET TO
 DX4314'A WOODEN GATE AND PROCEED THROUGH SAME, THENCE GO SOUTHWESTERLY
 DX4314'150 FEET TO A WOODEN GATE, PROCEED THROUGH SAME AND GO 100 FEET
 DX4314'TO A BARBED WIRE GATE, PROCEED THROUGH SAME AND GO 1.25 MILES
 DX4314'ALONG THE DIRT ROAD TO THE TOP OF THE HILL.
 DX4314'
 DX4314'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4314'STAMPED 5-7-20 IN CONCRETE 2 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4309 ***********************************************************************
 DX4309  DESIGNATION -  5 7 27
 DX4309  PID         -  DX4309
 DX4309  STATE/COUNTY-  CA/ORANGE
 DX4309  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4309
 DX4309                         *CURRENT SURVEY CONTROL
 DX4309  ___________________________________________________________________
 DX4309* NAD 83(1992)-  33 42 49.68164(N)    117 35 58.16073(W)     ADJUSTED  
 DX4309* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 DX4309  ___________________________________________________________________
 DX4309  EPOCH DATE  -        1991.35
 DX4309  LAPLACE CORR-          11.03  (seconds)                    DEFLEC99
 DX4309  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DX4309  HORZ ORDER  -  SECOND
 DX4309
 DX4309.The horizontal coordinates were established by classical geodetic methods
 DX4309.and adjusted by the National Geodetic Survey in June 1996.
 DX4309.The horizontal coordinates are valid at the epoch date displayed above.
 DX4309.The epoch date for horizontal control is a decimal equivalence
 DX4309.of Year/Month/Day.
 DX4309
 DX4309.The orthometric height was scaled from a topographic map.
 DX4309
 DX4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4309
 DX4309.The geoid height was determined by GEOID03.
 DX4309
 DX4309;                    North         East     Units Scale Factor Converg.
 DX4309;SPC CA 6     -   672,393.223 1,874,917.671   MT  0.99997605   -0 44 29.6
 DX4309;SPC CA 6     - 2,206,010.10  6,151,292.39   sFT  0.99997605   -0 44 29.6
 DX4309;UTM  11      - 3,730,584.775   444,453.115   MT  0.99963804   -0 19 57.9
 DX4309
 DX4309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4309!SPC CA 6     -   0.99988081  x   0.99997605  =   0.99985687
 DX4309!UTM  11      -   0.99988081  x   0.99963804  =   0.99951890
 DX4309
 DX4309:                Primary Azimuth Mark                     Grid Az
 DX4309:SPC CA 6     -  5 7 34                                   200 54 26.1
 DX4309:UTM  11      -  5 7 34                                   200 29 54.4
 DX4309
 DX4309|---------------------------------------------------------------------|
 DX4309| PID    Reference Object                     Distance      Geod. Az  |
 DX4309|                                                           dddmmss.s |
 DX4309| DX4310 5 7 34                              APPROX. 1.8 KM 2000956.5 |
 DX4309|---------------------------------------------------------------------|
 DX4309
 DX4309                          SUPERSEDED SURVEY CONTROL
 DX4309
 DX4309  NAD 83(1986)-  33 42 49.68037(N)    117 35 58.16109(W) AD(1984.00) 2
 DX4309  NAD 27      -  33 42 49.61060(N)    117 35 54.98580(W) AD(       ) 2
 DX4309
 DX4309.Superseded values are not recommended for survey control.
 DX4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4309.See file dsdata.txt to determine how the superseded data were derived.
 DX4309
 DX4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4445330585(NAD 83)
 DX4309_MARKER: Z = SEE DESCRIPTION
 DX4309_SETTING: 0 = UNSPECIFIED SETTING
 DX4309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4309
 DX4309  HISTORY     - Date     Condition        Report By
 DX4309  HISTORY     - 1967     MONUMENTED       CA-059
 DX4309
 DX4309                          STATION DESCRIPTION
 DX4309
 DX4309'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4309'TO REACH 5-7-27 FROM THE INTERSECTION OF SANTIAGO CANYON ROAD
 DX4309'AND MODJESKA ROAD IN THE TOWN OF MODJESKA, PROCEED EASTERLY ALONG
 DX4309'MODJESKA ROAD 1.05 MILES TO JUST PASS BIRD SANCTUARY.  TURN
 DX4309'NORTHERLY AND GO THROUGH STEEL GATE AT THE ENTRANCE TO DIRT ROAD,
 DX4309'WHICH IS ALSO THE BEGINNING OF HARDING TRAIL AND PROCEED ALONG
 DX4309'THIS ROAD 2.55 MILES.  AT THIS POINT CLIMB TO RIDGE AND CUT BACK
 DX4309'ALONG RIDGE IN A SOUTHWESTERLY DIRECTION FOR 1500 FEET + OR - TO
 DX4309'STATION SITE.
 DX4309'
 DX4309'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4309'STAMPED 5-7-27 SET IN CONCRETE 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4310 ***********************************************************************
 DX4310  DESIGNATION -  5 7 34
 DX4310  PID         -  DX4310
 DX4310  STATE/COUNTY-  CA/ORANGE
 DX4310  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4310
 DX4310                         *CURRENT SURVEY CONTROL
 DX4310  ___________________________________________________________________
 DX4310* NAD 83(1992)-  33 41 53.38941(N)    117 36 22.89357(W)     ADJUSTED  
 DX4310* NAVD 88     -       741.74   (+/-2cm)    2433.5    (feet)  VERTCON   
 DX4310  ___________________________________________________________________
 DX4310  EPOCH DATE  -        1991.35
 DX4310  LAPLACE CORR-          10.17  (seconds)                    DEFLEC99
 DX4310  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DX4310  HORZ ORDER  -  SECOND
 DX4310  VERT ORDER  -  THIRD ? (See Below)
 DX4310
 DX4310.The horizontal coordinates were established by classical geodetic methods
 DX4310.and adjusted by the National Geodetic Survey in June 1996.
 DX4310.The horizontal coordinates are valid at the epoch date displayed above.
 DX4310.The epoch date for horizontal control is a decimal equivalence
 DX4310.of Year/Month/Day.
 DX4310
 DX4310.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4310.The vertical order pertains to the NGVD 29 superseded value.
 DX4310
 DX4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4310
 DX4310.The geoid height was determined by GEOID03.
 DX4310
 DX4310;                    North         East     Units Scale Factor Converg.
 DX4310;SPC CA 6     -   670,667.295 1,874,258.353   MT  0.99997428   -0 44 43.2
 DX4310;SPC CA 6     - 2,200,347.62  6,149,129.28   sFT  0.99997428   -0 44 43.2
 DX4310;UTM  11      - 3,728,854.769   443,806.348   MT  0.99963893   -0 20 11.1
 DX4310
 DX4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4310!SPC CA 6     -   0.99988884  x   0.99997428  =   0.99986312
 DX4310!UTM  11      -   0.99988884  x   0.99963893  =   0.99952781
 DX4310
 DX4310:                Primary Azimuth Mark                     Grid Az
 DX4310:SPC CA 6     -  6 7 3                                    184 16 26.8
 DX4310:UTM  11      -  6 7 3                                    183 51 54.7
 DX4310
 DX4310|---------------------------------------------------------------------|
 DX4310| PID    Reference Object                     Distance      Geod. Az  |
 DX4310|                                                           dddmmss.s |
 DX4310| DX4312 6 7 3                               APPROX. 2.2 KM 1833143.6 |
 DX4310|---------------------------------------------------------------------|
 DX4310
 DX4310                          SUPERSEDED SURVEY CONTROL
 DX4310
 DX4310  NAD 83(1986)-  33 41 53.38794(N)    117 36 22.89399(W) AD(1984.00) 2
 DX4310  NAD 27      -  33 41 53.31660(N)    117 36 19.71840(W) AD(       ) 2
 DX4310  NGVD 29 (07/19/86)  740.96   (m)         2431.0    (f) LEVELING    3  
 DX4310
 DX4310.Superseded values are not recommended for survey control.
 DX4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4310.See file dsdata.txt to determine how the superseded data were derived.
 DX4310
 DX4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4380628855(NAD 83)
 DX4310
 DX4310  HISTORY     - Date     Condition        Report By
 DX4310  HISTORY     - 1967     MONUMENTED       CA-059
 DX4310  HISTORY     - 20031231 MARK NOT FOUND   GEOCAC
 DX4310
 DX4310                          STATION DESCRIPTION
 DX4310
 DX4310'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4310'TO REACH FROM THE INTERSECTION OF MODJESKA ROAD AND LIVE OAK
 DX4310'CANYON ROAD, GO NORTHWESTERLY ALONG MODJESKA CANYON ROAD 1.7
 DX4310'MILES, TURN RIGHT THROUGH STEEL GATE ON TO SANTIAGO TRUCK TRAIL
 DX4310'AND GO 2.9 MILES, TURN BACK TO THE RIGHT AND FOLLOW SMALL ROAD
 DX4310'UP THE HILL TO THE STATION SITE ABOUT 1000 FEET.  A STANDARD
 DX4310'ORANGE COUNTY SURVEYORS BRASS CAP SET IN CONCRETE ON THE SURFACE
 DX4310'OF THE GROUND.
 DX4310
 DX4310                          STATION RECOVERY (2003)
 DX4310
 DX4310'RECOVERY NOTE BY GEOCACHING 2003 (LJK)
 DX4310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4251 ***********************************************************************
 DX4251  DESIGNATION -  5 7 7
 DX4251  PID         -  DX4251
 DX4251  STATE/COUNTY-  CA/ORANGE
 DX4251  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX4251
 DX4251                         *CURRENT SURVEY CONTROL
 DX4251  ___________________________________________________________________
 DX4251* NAD 83(1992)-  33 45 17.42092(N)    117 38 56.02892(W)     ADJUSTED  
 DX4251* NAVD 88     -       532.76   (+/-2cm)    1747.9    (feet)  VERTCON   
 DX4251  ___________________________________________________________________
 DX4251  EPOCH DATE  -        1991.35
 DX4251  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 DX4251  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DX4251  HORZ ORDER  -  SECOND
 DX4251  VERT ORDER  -  THIRD ? (See Below)
 DX4251
 DX4251.The horizontal coordinates were established by classical geodetic methods
 DX4251.and adjusted by the National Geodetic Survey in June 1996.
 DX4251.The horizontal coordinates are valid at the epoch date displayed above.
 DX4251.The epoch date for horizontal control is a decimal equivalence
 DX4251.of Year/Month/Day.
 DX4251
 DX4251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4251.The vertical order pertains to the NGVD 29 superseded value.
 DX4251
 DX4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4251
 DX4251.The geoid height was determined by GEOID03.
 DX4251
 DX4251;                    North         East     Units Scale Factor Converg.
 DX4251;SPC CA 6     -   677,004.985 1,870,399.464   MT  0.99998104   -0 46 07.4
 DX4251;SPC CA 6     - 2,221,140.52  6,136,468.91   sFT  0.99998104   -0 46 07.4
 DX4251;UTM  11      - 3,735,162.663   439,903.679   MT  0.99964452   -0 21 38.0
 DX4251
 DX4251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4251!SPC CA 6     -   0.99992167  x   0.99998104  =   0.99990271
 DX4251!UTM  11      -   0.99992167  x   0.99964452  =   0.99956621
 DX4251
 DX4251:                Primary Azimuth Mark                     Grid Az
 DX4251:SPC CA 6     -  IRV 147                                  252 53 40.9
 DX4251:UTM  11      -  IRV 147                                  252 29 11.5
 DX4251
 DX4251|---------------------------------------------------------------------|
 DX4251| PID    Reference Object                     Distance      Geod. Az  |
 DX4251|                                                           dddmmss.s |
 DX4251| DX4400 IRV 147                             APPROX. 2.2 KM 2520733.5 |
 DX4251|---------------------------------------------------------------------|
 DX4251
 DX4251                          SUPERSEDED SURVEY CONTROL
 DX4251
 DX4251  NAD 83(1986)-  33 45 17.42016(N)    117 38 56.02925(W) AD(1984.00) 2
 DX4251  NAD 27      -  33 45 17.35410(N)    117 38 52.84950(W) AD(       ) 2
 DX4251  NGVD 29 (07/19/86)  531.97   (m)         1745.3    (f) LEVELING    3  
 DX4251
 DX4251.Superseded values are not recommended for survey control.
 DX4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4251.See file dsdata.txt to determine how the superseded data were derived.
 DX4251
 DX4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3990435163(NAD 83)
 DX4251
 DX4251  HISTORY     - Date     Condition        Report By
 DX4251  HISTORY     - 1965     MONUMENTED       CA-059
 DX4251
 DX4251                          STATION DESCRIPTION
 DX4251
 DX4251'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4251'TO REACH FROM EL MODENA, GO EAST ON CHAPMAN AVENUE 2.9 MILES TO THE
 DX4251'INTERSECTION OF CHAPMAN AVENUE AND SANTIAGO CANYON ROAD, TURN
 DX4251'RIGHT AND GO SOUTHEASTERLY ON SANTIAGO CANYON ROAD 6.6 MILES TO
 DX4251'THE INTERSECTION OF SANTIAGO CANYON ROAD AND BLACK STAR CANYON
 DX4251'ROAD 0.6 MILE TO A STEEL GATE ON THE RIGHT, GO THROUGH THE GATE
 DX4251'AND FOLLOW THE DIRT ROAD 0.9 MILES TO A FORK IN THE ROAD, TAKE
 DX4251'THE FORK UP THE RIGHT AND GO THROUGH AN IRON GATE AND UP THE HILL
 DX4251'0.5 MILES TO A FORK TO THE LEFT AND GO THROUGH AN IRON GATE AND
 DX4251'0.1 MILE TO A FORK IN THE ROAD, TAKE THE FORK TO THE RIGHT AND
 DX4251'FOLLOW THE ROAD UP THE HILL 0.9 MILE TO A BARBED WIRE GATE, DO
 DX4251'NOT GO THROUGH THE GATE BUT TURN RIGHT AND FOLLOW ALONG THE
 DX4251'RIDGE 0.3 MILE TO THE HIGH POINT OF THE RIDGE AND THE STATION
 DX4251'SITE.
 DX4251'
 DX4251'ORANGE COUNTY SURVEYORS DISC STAMPED 5-7-7.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4249 ***********************************************************************
 DX4249  DESIGNATION -  5 7 8
 DX4249  PID         -  DX4249
 DX4249  STATE/COUNTY-  CA/ORANGE
 DX4249  USGS QUAD   -  BLACK STAR CANYON (1988)
 DX4249
 DX4249                         *CURRENT SURVEY CONTROL
 DX4249  ___________________________________________________________________
 DX4249* NAD 83(1992)-  33 45 04.48600(N)    117 37 38.35029(W)     ADJUSTED  
 DX4249* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 DX4249  ___________________________________________________________________
 DX4249  EPOCH DATE  -        1991.35
 DX4249  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 DX4249  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DX4249  HORZ ORDER  -  SECOND
 DX4249
 DX4249.The horizontal coordinates were established by classical geodetic methods
 DX4249.and adjusted by the National Geodetic Survey in June 1996.
 DX4249.The horizontal coordinates are valid at the epoch date displayed above.
 DX4249.The epoch date for horizontal control is a decimal equivalence
 DX4249.of Year/Month/Day.
 DX4249
 DX4249.The orthometric height was scaled from a topographic map.
 DX4249
 DX4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4249
 DX4249.The geoid height was determined by GEOID03.
 DX4249
 DX4249;                    North         East     Units Scale Factor Converg.
 DX4249;SPC CA 6     -   676,579.882 1,872,393.116   MT  0.99998059   -0 45 24.7
 DX4249;SPC CA 6     - 2,219,745.83  6,143,009.75   sFT  0.99998059   -0 45 24.7
 DX4249;UTM  11      - 3,734,751.915   441,899.635   MT  0.99964161   -0 20 54.7
 DX4249
 DX4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4249!SPC CA 6     -   0.99989511  x   0.99998059  =   0.99987571
 DX4249!UTM  11      -   0.99989511  x   0.99964161  =   0.99953676
 DX4249
 DX4249:                Primary Azimuth Mark                     Grid Az
 DX4249:SPC CA 6     -  5 7 16                                   127 33 43.9
 DX4249:UTM  11      -  5 7 16                                   127 09 13.9
 DX4249
 DX4249|---------------------------------------------------------------------|
 DX4249| PID    Reference Object                     Distance      Geod. Az  |
 DX4249|                                                           dddmmss.s |
 DX4249| DX4313 5 7 16                              APPROX. 2.0 KM 1264819.2 |
 DX4249|---------------------------------------------------------------------|
 DX4249
 DX4249                          SUPERSEDED SURVEY CONTROL
 DX4249
 DX4249  NAD 83(1986)-  33 45 04.48514(N)    117 37 38.35065(W) AD(1984.00) 2
 DX4249  NAD 27      -  33 45 04.41850(N)    117 37 35.17230(W) AD(       ) 2
 DX4249
 DX4249.Superseded values are not recommended for survey control.
 DX4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4249.See file dsdata.txt to determine how the superseded data were derived.
 DX4249
 DX4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4190034752(NAD 83)
 DX4249
 DX4249  HISTORY     - Date     Condition        Report By
 DX4249  HISTORY     - 1965     MONUMENTED       CA-059
 DX4249
 DX4249                          STATION DESCRIPTION
 DX4249
 DX4249'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4249'TO REACH FROM EL MODENO GO EAST ON CHAPMAN AVENUE 2.9 MILES TO
 DX4249'SANTIAGO CANYON ROAD.  GO SOUTHEASTERLY ON SANTIAGO CANYON ROAD
 DX4249'6.6 MILES TO SILVERADO CANYON ROAD.  GO EAST ON SILVERADO CANYON
 DX4249'ROAD 2.0 MILES TO LADD CANYON ROAD.  GO NORTHERLY ON LADD CANYON
 DX4249'ROAD 0.4 MILES.  TURN RIGHT ON TO DIRT ROAD, PASS HOUSE WITH TREE
 DX4249'THROUGH ROOF AND OVER THE SMALL WOODEN BRIDGE 0.1 MILE TO A FORK
 DX4249'IN THE ROAD.  TAKE THE FORK TO THE RIGHT AND FOLLOW THE POLE
 DX4249'LINE ACCESS ROAD UP THE HILL 0.5 MILE TO A STEEL GATE.  GO
 DX4249'THROUGH THE GATE AND CONTINUE ON THE ROAD WINDING UP THE HILL
 DX4249'0.5 MILE TO A FORK IN THE ROAD.  TAKE THE FORK TO THE RIGHT
 DX4249'AND FOLLOW THE ROAD UP THE HILL 0.1 MILE TO THE END OF TRUCK
 DX4249'TRAVEL.  PROCEED ON FOOT UP THE HILL TO THE RIGHT TO THE TOP
 DX4249'APPROXIMATELY 500 FEET.
 DX4249'
 DX4249'THE STATION SITE IS APPROXIMATELY 200 FEET OFF THE TOP OF THE HILL
 DX4249'TO THE SOUTH OVER LOOKING SILVERADO CANYON ROAD.  THE STATION IS AN
 DX4249'ORANGE COUNTY SURVEYORS DISK STAMPED 5-7-8.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0754 ***********************************************************************
 DY0754  DESIGNATION -  5 80
 DY0754  PID         -  DY0754
 DY0754  STATE/COUNTY-  CA/LOS ANGELES
 DY0754  USGS QUAD   -  LONG BEACH (1981)
 DY0754
 DY0754                         *CURRENT SURVEY CONTROL
 DY0754  ___________________________________________________________________
 DY0754* NAD 83(1986)-  33 48 02.     (N)    118 14 48.     (W)     SCALED    
 DY0754* NAVD 88     -        11.247  (meters)      36.90   (feet)  ADJUSTED  
 DY0754  ___________________________________________________________________
 DY0754  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0754  DYNAMIC HT  -          11.236 (meters)      36.86  (feet)  COMP
 DY0754  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 DY0754
 DY0754  VERT ORDER  -  FIRST     CLASS I
 DY0754
 DY0754.The horizontal coordinates were scaled from a topographic map and have
 DY0754.an estimated accuracy of +/- 6 seconds.
 DY0754
 DY0754.The orthometric height was determined by differential leveling
 DY0754.and adjusted in June 1995.
 DY0754.WARNING-Repeat measurements at this control monument indicate possible
 DY0754.vertical movement.
 DY0754
 DY0754.The geoid height was determined by GEOID03.
 DY0754
 DY0754.The dynamic height is computed by dividing the NAVD 88
 DY0754.geopotential number by the normal gravity value computed on the
 DY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0754.degrees latitude (g = 980.6199 gals.).
 DY0754
 DY0754.The modeled gravity was interpolated from observed gravity values.
 DY0754
 DY0754;                    North         East    Units  Estimated Accuracy
 DY0754;SPC CA 5     -   533,370.    1,977,160.      MT  (+/- 180 meters Scaled)
 DY0754
 DY0754                          SUPERSEDED SURVEY CONTROL
 DY0754
 DY0754  NAVD 88 (06/15/91)   11.265  (m)           36.96   (f) UNKNOWN     1 1
 DY0754  NGVD 29 (??/??/92)   10.490  (m)           34.42   (f) ADJ UNCH    1 1
 DY0754
 DY0754.Superseded values are not recommended for survey control.
 DY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0754.See file dsdata.txt to determine how the superseded data were derived.
 DY0754
 DY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT846407(NAD 83)
 DY0754_MARKER: DD = SURVEY DISK
 DY0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0754_SP_SET: CONCRETE POST
 DY0754_STAMPING: BM 5-80 1964 5869
 DY0754_MARK LOGO: CA-037
 DY0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0754+STABILITY: SURFACE MOTION
 DY0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0754+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0754
 DY0754  HISTORY     - Date     Condition        Report By
 DY0754  HISTORY     - 1964     MONUMENTED       CA-037
 DY0754  HISTORY     - 1968     GOOD             CA-037
 DY0754  HISTORY     - 1978     GOOD             NGS
 DY0754  HISTORY     - 19890411 GOOD             NGS
 DY0754  HISTORY     - 19940728 GOOD             NGS
 DY0754
 DY0754                          STATION DESCRIPTION
 DY0754
 DY0754'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0754'3.5 MI N FROM LOS ANGELES.
 DY0754'3.5 MI N OF THE VINCENT THOMAS BRIDGE, LOS ANGELES, WILMINGTON
 DY0754'AREA, LOMITA BLVD AND BLINN AVENUE, 49.3 FEET E OF THE N
 DY0754'PROJECTION OF THE LINE OF POWER POLES ON BLINN AVENUE, 46.5 FEET
 DY0754'N OF THE N RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DY0754'AND 2.0 FEET S OF A 6-FOOT CHAIN LINK FENCE, SET FLUSH WITH THE
 DY0754'GROUND IN TOP OF A 12 X 12-INCH CONCRETE POST 2 FEET N OF A 2
 DY0754'INCH DIAMETER MARKER PIPE.
 DY0754
 DY0754                          STATION RECOVERY (1978)
 DY0754
 DY0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0754'RECOVERED IN GOOD CONDITION.
 DY0754
 DY0754                          STATION RECOVERY (1989)
 DY0754
 DY0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0754'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.9 KM (0.55
 DY0754'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE JUNCTION OF
 DY0754'ALAMEDA STREET IN WILMINGTON.
 DY0754
 DY0754                          STATION RECOVERY (1994)
 DY0754
 DY0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0754'IN WILMINGTON, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND BLINN
 DY0754'AVENUE, 18.4 M (60.4 FT) EAST OF THE EXTEND CENTER OF THE AVENUE, 14.0
 DY0754'M (45.9 FT) NORTH OF THE NEAR RAIL, 0.5 M (1.6 FT) SOUTH OF A
 DY0754'CHAIN-LINK FENCE, 0.5 M (1.6 FT) NORTH OF A VERTICAL PIPE, 0.3 M (1.0
 DY0754'FT) ABOVE THE LEVEL OF THE TRACK, AND THE MONUMENT IS RECESSED 0.1 M
 DY0754'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4451 ***********************************************************************
 DX4451  DESIGNATION -  5 9 18
 DX4451  PID         -  DX4451
 DX4451  STATE/COUNTY-  CA/ORANGE
 DX4451  USGS QUAD   -  TUSTIN (1981)
 DX4451
 DX4451                         *CURRENT SURVEY CONTROL
 DX4451  ___________________________________________________________________
 DX4451* NAD 83(1992)-  33 43 55.45924(N)    117 51 06.19575(W)     ADJUSTED  
 DX4451* NAVD 88     -        42.09   (+/-2cm)     138.1    (feet)  VERTCON   
 DX4451  ___________________________________________________________________
 DX4451  EPOCH DATE  -        1991.35
 DX4451  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 DX4451  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DX4451  HORZ ORDER  -  SECOND
 DX4451  VERT ORDER  -  THIRD ? (See Below)
 DX4451
 DX4451.The horizontal coordinates were established by classical geodetic methods
 DX4451.and adjusted by the National Geodetic Survey in June 1996.
 DX4451.The horizontal coordinates are valid at the epoch date displayed above.
 DX4451.The epoch date for horizontal control is a decimal equivalence
 DX4451.of Year/Month/Day.
 DX4451
 DX4451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4451.The vertical order pertains to the NGVD 29 superseded value.
 DX4451
 DX4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4451
 DX4451.The geoid height was determined by GEOID03.
 DX4451
 DX4451;                    North         East     Units Scale Factor Converg.
 DX4451;SPC CA 6     -   674,750.438 1,851,571.456   MT  0.99997821   -0 52 48.6
 DX4451;SPC CA 6     - 2,213,743.73  6,074,697.35   sFT  0.99997821   -0 52 48.6
 DX4451;UTM  11      - 3,732,774.977   421,098.203   MT  0.99967675   -0 28 22.8
 DX4451
 DX4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4451!SPC CA 6     -   0.99999886  x   0.99997821  =   0.99997707
 DX4451!UTM  11      -   0.99999886  x   0.99967675  =   0.99967561
 DX4451
 DX4451:                Primary Azimuth Mark                     Grid Az
 DX4451:SPC CA 6     -  SANTA ANA RAD STA MAST KYMS              354 03 00.5
 DX4451:UTM  11      -  SANTA ANA RAD STA MAST KYMS              353 38 34.7
 DX4451
 DX4451|---------------------------------------------------------------------|
 DX4451| PID    Reference Object                     Distance      Geod. Az  |
 DX4451|                                                           dddmmss.s |
 DX4451| DX4738 SANTA ANA RAD STA MAST KYMS         APPROX. 2.7 KM 3531011.9 |
 DX4451|---------------------------------------------------------------------|
 DX4451
 DX4451                          SUPERSEDED SURVEY CONTROL
 DX4451
 DX4451  NAD 83(1986)-  33 43 55.45978(N)    117 51 06.19581(W) AD(1984.00) 2
 DX4451  NAD 27      -  33 43 55.39550(N)    117 51 02.99650(W) AD(       ) 2
 DX4451  NGVD 29 (07/19/86)   41.38   (m)          135.8    (f) LEVELING    3  
 DX4451
 DX4451.Superseded values are not recommended for survey control.
 DX4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4451.See file dsdata.txt to determine how the superseded data were derived.
 DX4451
 DX4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2109832775(NAD 83)
 DX4451_MARKER: Z = SEE DESCRIPTION
 DX4451_SETTING: 0 = UNSPECIFIED SETTING
 DX4451
 DX4451  HISTORY     - Date     Condition        Report By
 DX4451  HISTORY     - 1974     MONUMENTED       CA-059
 DX4451
 DX4451                          STATION DESCRIPTION
 DX4451
 DX4451'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4451'THE STATION IS LOCATED ON ROOF OF COUNTY FACILITIES BUILDING IN
 DX4451'SOUTH SANTA ANA.
 DX4451'
 DX4451'TO REACH THE STATION PROCEED SOUTH ON GRAND AVENUE FROM MC FADDEN
 DX4451'AVENUE TO 1250 SOUTH GRAND AVENUE AND THE 2 STORY COUNTY EDUCATION
 DX4451'FACILITIES BUILDING ON THE RIGHT.  ENTER THROUGH NORTH ENTRANCE AND
 DX4451'GO TO ROOM 215 FOR KEY OR ESCORT TO THE ROOF.
 DX4451'
 DX4451'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4451'5-9-18 FEB 1974, EPOXIED TO THE MAIN ROOF OF THE BUILDING 9.0 FEET
 DX4451'NORTH AND 9.0 FEET WEST OF THE SOUTHEAST CORNER.
 DX4451'
 DX4451'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4451'5-9-18 FEB 1974, IS EPOXIED TO THE TOP OF PARAPER WALL, 36.3
 DX4451'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.  THE MARK IS
 DX4451'3.1 FEET ABOVE THE STATION MARK.
 DX4451'
 DX4451'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4451'5-9-18 FEB 1974, IS EPOXIED TO THE TOP OF PARAPET WALL 45.0 FEET
 DX4451'WEST OF SOUTHEAST CORNER OF THE BUILDING.  THE MARK IS 3.1 FEET
 DX4451'ABOVE THE STATION MARK.
 DX4451'
 DX4451'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 5-9-18
 DX4451'FEB 1974 RM 3, IS EPOXIED TO THE ROOF 2.5 FEET SOUTHEAST OF THE
 DX4451'SOUTHEAST CORNER OF THE STAIRWELL, 6.0 FEET NORTH-NORTH-EAST OF A
 DX4451'DOWN DRAIN AND AT SAME LEVEL AS STATION MARK.
 DX4451'
 DX4451'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4452 ***********************************************************************
 DX4452  DESIGNATION -  5 9 30
 DX4452  PID         -  DX4452
 DX4452  STATE/COUNTY-  CA/ORANGE
 DX4452  USGS QUAD   -  TUSTIN (1981)
 DX4452
 DX4452                         *CURRENT SURVEY CONTROL
 DX4452  ___________________________________________________________________
 DX4452* NAD 83(1992)-  33 42 35.82298(N)    117 51 06.80292(W)     ADJUSTED  
 DX4452* NAVD 88     -        32.73   (+/-2cm)     107.4    (feet)  VERTCON   
 DX4452  ___________________________________________________________________
 DX4452  EPOCH DATE  -        1991.35
 DX4452  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 DX4452  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DX4452  HORZ ORDER  -  SECOND
 DX4452  VERT ORDER  -  THIRD ? (See Below)
 DX4452
 DX4452.The horizontal coordinates were established by classical geodetic methods
 DX4452.and adjusted by the National Geodetic Survey in June 1996.
 DX4452.The horizontal coordinates are valid at the epoch date displayed above.
 DX4452.The epoch date for horizontal control is a decimal equivalence
 DX4452.of Year/Month/Day.
 DX4452
 DX4452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4452.The vertical order pertains to the NGVD 29 superseded value.
 DX4452
 DX4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4452
 DX4452.The geoid height was determined by GEOID03.
 DX4452
 DX4452;                    North         East     Units Scale Factor Converg.
 DX4452;SPC CA 6     -   672,297.401 1,851,518.134   MT  0.99997561   -0 52 49.0
 DX4452;SPC CA 6     - 2,205,695.72  6,074,522.41   sFT  0.99997561   -0 52 49.0
 DX4452;UTM  11      - 3,730,322.360   421,062.331   MT  0.99967682   -0 28 22.1
 DX4452
 DX4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4452!SPC CA 6     -   1.00000034  x   0.99997561  =   0.99997595
 DX4452!UTM  11      -   1.00000034  x   0.99967682  =   0.99967716
 DX4452
 DX4452:                Primary Azimuth Mark                     Grid Az
 DX4452:SPC CA 6     -  SANTA ANA PARKVIEW CH STEEPLE            299 28 19.7
 DX4452:UTM  11      -  SANTA ANA PARKVIEW CH STEEPLE            299 03 52.8
 DX4452
 DX4452|---------------------------------------------------------------------|
 DX4452| PID    Reference Object                     Distance      Geod. Az  |
 DX4452|                                                           dddmmss.s |
 DX4452| DX4596 SANTA ANA PARKVIEW CH STEEPLE       APPROX. 2.6 KM 2983530.7 |
 DX4452| DX4745 SANTA ANA CO CTHSE FLAGPOLE         APPROX. 5.0 KM 3343222.7 |
 DX4452|---------------------------------------------------------------------|
 DX4452
 DX4452                          SUPERSEDED SURVEY CONTROL
 DX4452
 DX4452  NAD 83(1986)-  33 42 35.82353(N)    117 51 06.80316(W) AD(1984.00) 2
 DX4452  NAD 27      -  33 42 35.75730(N)    117 51 03.60490(W) AD(       ) 2
 DX4452  NGVD 29 (07/19/86)   32.03   (m)          105.1    (f) LEVELING    3  
 DX4452
 DX4452.Superseded values are not recommended for survey control.
 DX4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4452.See file dsdata.txt to determine how the superseded data were derived.
 DX4452
 DX4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2106230322(NAD 83)
 DX4452_MARKER: Z = SEE DESCRIPTION
 DX4452_SETTING: 0 = UNSPECIFIED SETTING
 DX4452
 DX4452  HISTORY     - Date     Condition        Report By
 DX4452  HISTORY     - 1974     MONUMENTED       CA-059
 DX4452
 DX4452                          STATION DESCRIPTION
 DX4452
 DX4452'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4452'THE STATION IS LOCATED ON THE ROOF OF A 5-STORY DRILL TOWER OF THE
 DX4452'CITY OF SANTA ANA FIRE DEPARTMENT IN SOUTHEAST SANTA ANA.
 DX4452'
 DX4452'TO REACH THE STATION, PROCEED TO THE INTERSECTION OF GRAND AVENUE
 DX4452'AND DYER ROAD.  THE DRILL TOWER IS SITUATED NORTH OF THE FIRE
 DX4452'STATION IN THE NORTHWEST PORTION OF THE INTERSECTION AT 2726 SOUTH
 DX4452'GRAND AVENUE.  ENTER THE DRILL TOWER AT THE NORTHWEST CORNER AND
 DX4452'TAKE STAIRWAY TO TOP FLOOR, THEN CLIMB VERTICALLY ATTACHED LADDER
 DX4452'TO ROOFTOP.  NO ESCORT OR KEY IS NEEDED.  PRIOR TO OCCUPATION,
 DX4452'CALL (714) 834-4129 FOR PERMISSION.
 DX4452'
 DX4452'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4452'5-9-30 FEB 1974, EPOXIED TO THE APPROXIMATE CENTER OF THE NORTH
 DX4452'PART OF THE ROOF.
 DX4452'
 DX4452'REFERENCE TIE NE IS A PUNCH MARK IN TOP OF A BOLT THAT SECURES THE
 DX4452'PLANKS TO THE TOP OF A 2.5 FOOT HIGH PARAPET WALL AT THE
 DX4452'NORTHEAST CORNER OF TOWER.
 DX4452'
 DX4452'REFERENCE TIE SSE IS A PUNCH MARK IN TOP OF A BOLT THAT SECURES
 DX4452'THE PLANKS TO THE TOP OF A 2.5 FEET HIGH PARAPET WALL.  THE SECOND
 DX4452'BOLT FROM THE SOUTHEAST CORNER WAS PUNCHED.
 DX4452'
 DX4452'REFERENCE TIE NW IS A PUNCH MARK IN TOP OF A BOLT THAT SECURES
 DX4452'THE PLANKS TO THE TOP OF A 2.5 FEET HIGH PARAPET WALL.  THE
 DX4452'SOUTHWEST BOLT AT THE NORTHWEST CORNER WAS PUNCHED.
 DX4452'
 DX4452'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4730 ***********************************************************************
 DX4730  DESIGNATION -  5 9 9
 DX4730  PID         -  DX4730
 DX4730  STATE/COUNTY-  CA/ORANGE
 DX4730  USGS QUAD   -  ORANGE (1981)
 DX4730
 DX4730                         *CURRENT SURVEY CONTROL
 DX4730  ___________________________________________________________________
 DX4730* NAD 83(1992)-  33 45 31.76872(N)    117 49 15.90674(W)     ADJUSTED  
 DX4730* NAVD 88     -        66.87   (+/-2cm)     219.4    (feet)  VERTCON   
 DX4730  ___________________________________________________________________
 DX4730  EPOCH DATE  -        1991.35
 DX4730  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 DX4730  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DX4730  HORZ ORDER  -  SECOND
 DX4730  VERT ORDER  -  THIRD ? (See Below)
 DX4730
 DX4730.The horizontal coordinates were established by classical geodetic methods
 DX4730.and adjusted by the National Geodetic Survey in June 1996.
 DX4730.The horizontal coordinates are valid at the epoch date displayed above.
 DX4730.The epoch date for horizontal control is a decimal equivalence
 DX4730.of Year/Month/Day.
 DX4730
 DX4730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4730.The vertical order pertains to the NGVD 29 superseded value.
 DX4730
 DX4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4730
 DX4730.The geoid height was determined by GEOID03.
 DX4730
 DX4730;                    North         East     Units Scale Factor Converg.
 DX4730;SPC CA 6     -   677,674.189 1,854,454.915   MT  0.99998156   -0 51 48.0
 DX4730;SPC CA 6     - 2,223,336.07  6,084,157.50   sFT  0.99998156   -0 51 48.0
 DX4730;UTM  11      - 3,735,718.242   423,959.939   MT  0.99967128   -0 27 22.7
 DX4730
 DX4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4730!SPC CA 6     -   0.99999494  x   0.99998156  =   0.99997650
 DX4730!UTM  11      -   0.99999494  x   0.99967128  =   0.99966622
 DX4730
 DX4730|---------------------------------------------------------------------|
 DX4730| PID    Reference Object                     Distance      Geod. Az  |
 DX4730|                                                           dddmmss.s |
 DX4730| CC3143 5 9 9 RM 1                           25.456 METERS 00040     |
 DX4730| CC3144 5 9 9 RM 2                           44.883 METERS 25657     |
 DX4730| DX4738 SANTA ANA RAD STA MAST KYMS         APPROX. 3.2 KM 2635930.9 |
 DX4730| DX4712 SANTA ANA CITY TANK                 APPROX. 3.8 KM 2670134.1 |
 DX4730|---------------------------------------------------------------------|
 DX4730
 DX4730                          SUPERSEDED SURVEY CONTROL
 DX4730
 DX4730  NAD 83(1986)-  33 45 31.76911(N)    117 49 15.90676(W) AD(1984.00) 2
 DX4730  NAD 27      -  33 45 31.70600(N)    117 49 12.71000(W) AD(       ) 2
 DX4730  NGVD 29 (07/19/86)   66.14   (m)          217.0    (f) LEVELING    3  
 DX4730
 DX4730.Superseded values are not recommended for survey control.
 DX4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4730.See file dsdata.txt to determine how the superseded data were derived.
 DX4730
 DX4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2396035718(NAD 83)
 DX4730_MARKER: Z = SEE DESCRIPTION
 DX4730_SETTING: 0 = UNSPECIFIED SETTING
 DX4730
 DX4730  HISTORY     - Date     Condition        Report By
 DX4730  HISTORY     - 1974     MONUMENTED       CA-059
 DX4730
 DX4730                          STATION DESCRIPTION
 DX4730
 DX4730'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4730'THE STATION IS LOCATED AT THE MEREDITH FINANCIAL CENTER COMPLEX IN
 DX4730'TUSTIN.
 DX4730'
 DX4730'TO REACH THE STATION PROCEED TO THE INTERSECTION OF SEVENTEENTH
 DX4730'STREET AND PROSPECT AVENUE.  THE FINANCIAL CENTER IS TO THE SOUTH
 DX4730'JUST EAST OF PROSPECT AVENUE.  THE STATION IS LOCATED ON THE
 DX4730'FOUR-STORY BUILDING NEAR THE CENTER OF THE COMPLEX.  AT THIS TIME,
 DX4730'THE BUILDING IS STILL IN THE CONSTRUCTION STAGES BUT ACCESS MAY
 DX4730'BE GAINED BY ENTERING NORTH DOOR AND TAKING THE EAST STAIRWAY TO
 DX4730'THE ROOF DOOR.  IF DOOR IS LOCKED, CONTACT THE CONSTRUCTION
 DX4730'FOREMAN NOW SITUATED IN THE NORTH BUILDING FOR THE KEY.
 DX4730'
 DX4730'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 5-9-9
 DX4730'MAR 1974, EPOXIED TO THE ROOF 3.0 FEET WEST AND 34.0 FEET NORTH OF
 DX4730'THE INTERIOR ROOF LINE OF THE SOUTHEAST CORNER.
 DX4730'
 DX4730'REFERENCE TIE 1, THE CENTER OF A METAL GRATE COVERING A ROOF
 DX4730'DOWN DRAIN AT THE NORTHEAST CORNER OF THE ROOF.  THE CENTER
 DX4730'PROJECTS 4 INCHES ABOVE THE ROOF.
 DX4730'
 DX4730'REFERENCE TIE 2, THE CENTER OF A METAL GRATE COVERING A ROOF DOWN
 DX4730'DRAIN AT THE SOUTHWEST CORNER OF THE ROOF.  THE GRATE PROJECTS 4
 DX4730'INCHES ABOVE THE ROOF.
 DX4730'
 DX4730'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4734 ***********************************************************************
 DX4734  DESIGNATION -  5 9 9A
 DX4734  PID         -  DX4734
 DX4734  STATE/COUNTY-  CA/ORANGE
 DX4734  USGS QUAD   -  ORANGE (1981)
 DX4734
 DX4734                         *CURRENT SURVEY CONTROL
 DX4734  ___________________________________________________________________
 DX4734* NAD 83(1992)-  33 45 16.76613(N)    117 49 59.39739(W)     ADJUSTED  
 DX4734* NAVD 88     -        84.95   (+/-2cm)     278.7    (feet)  VERTCON   
 DX4734  ___________________________________________________________________
 DX4734  EPOCH DATE  -        1991.35
 DX4734  LAPLACE CORR-           8.81  (seconds)                    DEFLEC99
 DX4734  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DX4734  HORZ ORDER  -  SECOND
 DX4734  VERT ORDER  -  THIRD ? (See Below)
 DX4734
 DX4734.The horizontal coordinates were established by classical geodetic methods
 DX4734.and adjusted by the National Geodetic Survey in June 1996.
 DX4734.The horizontal coordinates are valid at the epoch date displayed above.
 DX4734.The epoch date for horizontal control is a decimal equivalence
 DX4734.of Year/Month/Day.
 DX4734
 DX4734.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4734.The vertical order pertains to the NGVD 29 superseded value.
 DX4734
 DX4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4734
 DX4734.The geoid height was determined by GEOID03.
 DX4734
 DX4734;                    North         East     Units Scale Factor Converg.
 DX4734;SPC CA 6     -   677,228.941 1,853,328.825   MT  0.99998102   -0 52 11.9
 DX4734;SPC CA 6     - 2,221,875.28  6,080,462.99   sFT  0.99998102   -0 52 11.9
 DX4734;UTM  11      - 3,735,265.146   422,837.388   MT  0.99967340   -0 27 46.7
 DX4734
 DX4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4734!SPC CA 6     -   0.99999212  x   0.99998102  =   0.99997314
 DX4734!UTM  11      -   0.99999212  x   0.99967340  =   0.99966552
 DX4734
 DX4734:                Primary Azimuth Mark                     Grid Az
 DX4734:SPC CA 6     -  SANTA ANA RAD STA MAST KYMS              274 31 31.7
 DX4734:UTM  11      -  SANTA ANA RAD STA MAST KYMS              274 07 06.5
 DX4734
 DX4734|---------------------------------------------------------------------|
 DX4734| PID    Reference Object                     Distance      Geod. Az  |
 DX4734|                                                           dddmmss.s |
 DX4734| DX4738 SANTA ANA RAD STA MAST KYMS         APPROX. 2.0 KM 2733919.8 |
 DX4734| DX4712 SANTA ANA CITY TANK                 APPROX. 2.7 KM 2754135.1 |
 DX4734|---------------------------------------------------------------------|
 DX4734
 DX4734                          SUPERSEDED SURVEY CONTROL
 DX4734
 DX4734  NAD 83(1986)-  33 45 16.76655(N)    117 49 59.39738(W) AD(1984.00) 2
 DX4734  NAD 27      -  33 45 16.70360(N)    117 49 56.19940(W) AD(       ) 2
 DX4734  NGVD 29 (07/19/86)   84.22   (m)          276.3    (f) LEVELING    3  
 DX4734
 DX4734.Superseded values are not recommended for survey control.
 DX4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4734.See file dsdata.txt to determine how the superseded data were derived.
 DX4734
 DX4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2283735265(NAD 83)
 DX4734_MARKER: Z = SEE DESCRIPTION
 DX4734_SETTING: 0 = UNSPECIFIED SETTING
 DX4734
 DX4734  HISTORY     - Date     Condition        Report By
 DX4734  HISTORY     - 1974     MONUMENTED       CA-059
 DX4734  HISTORY     - 19900707 MARK NOT FOUND   USPSQD
 DX4734
 DX4734                          STATION DESCRIPTION
 DX4734
 DX4734'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4734'THE STATION IS LOCATED ON THE ROOF OF THE NEW 7-STORY SANTA
 DX4734'ANA-TUSTIN COMMUNITY HOSPITAL IN EAST SANTA ANA.
 DX4734'
 DX4734'TO REACH THE STATION, PROCEED 0.2 MILE SOUTH ON TUSTIN AVENUE
 DX4734'FROM SEVENTEENTH STREET TO THE HOSPITAL BUILDING ON THE EAST SIDE
 DX4734'OF TUSTIN AVENUE.  TO GET TO THE ROOF, TAKE ELEVATOR TO SEVENTH
 DX4734'FLOOR, EXIT TO STAIRS IN NORTHEAST CORNER OF BUILDING AND THEN UP
 DX4734'ONE FLOOR TO ELEVATOR EQUIPMENT ROOM WHERE A STAIRWAY LEADS TO A
 DX4734'ROOF HATCH.
 DX4734'
 DX4734'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4734'5-9-9-A MARCH 1974, EPOXIED TO THE ROOF OF THE ELEVATOR SHAFT 9.0
 DX4734'FEET EAST OF THE WEST EDGE AND 3.0 FEET SOUTH OF THE NORTH EDGE OF
 DX4734'ROOF LINE.
 DX4734'
 DX4734'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4734'5-9-9A MAR 1974, IS EPOXIED TO TOP OF PARAPET WALL, 3.97 FEET
 DX4734'HIGHER THAN STATION AND 4.0 FEET SOUTH OF NORTHEAST CORNER.
 DX4734'
 DX4734'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4734'5-9-9A MAR 1974, IS EPOXIED TO TOP OF PARAPET WALL, 3.97 FEET
 DX4734'HIGHER THAN STATION AND SITUATED IN THE ANGLE POINT OF THE
 DX4734'SOUTHWEST CORNER OF PARAPET WALL.
 DX4734'
 DX4734'HEIGHT OF LIGHT ABOVE STATION MARK 1.61 METERS.
 DX4734
 DX4734                          STATION RECOVERY (1990)
 DX4734
 DX4734'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRC)
 DX4734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4447 ***********************************************************************
 DX4447  DESIGNATION -  5 9 IRV 12
 DX4447  PID         -  DX4447
 DX4447  STATE/COUNTY-  CA/ORANGE
 DX4447  USGS QUAD   -  TUSTIN (1981)
 DX4447
 DX4447                         *CURRENT SURVEY CONTROL
 DX4447  ___________________________________________________________________
 DX4447* NAD 83(1992)-  33 44 14.66057(N)    117 49 03.83525(W)     ADJUSTED  
 DX4447* NAVD 88     -        44.52   (+/-2cm)     146.1    (feet)  VERTCON   
 DX4447  ___________________________________________________________________
 DX4447  EPOCH DATE  -        1991.35
 DX4447  LAPLACE CORR-           8.39  (seconds)                    DEFLEC99
 DX4447  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DX4447  HORZ ORDER  -  SECOND
 DX4447  VERT ORDER  -  THIRD ? (See Below)
 DX4447
 DX4447.The horizontal coordinates were established by classical geodetic methods
 DX4447.and adjusted by the National Geodetic Survey in June 1996.
 DX4447.The horizontal coordinates are valid at the epoch date displayed above.
 DX4447.The epoch date for horizontal control is a decimal equivalence
 DX4447.of Year/Month/Day.
 DX4447
 DX4447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4447.The vertical order pertains to the NGVD 29 superseded value.
 DX4447
 DX4447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4447
 DX4447.The geoid height was determined by GEOID03.
 DX4447
 DX4447;                    North         East     Units Scale Factor Converg.
 DX4447;SPC CA 6     -   675,294.087 1,854,729.811   MT  0.99997886   -0 51 41.4
 DX4447;SPC CA 6     - 2,215,527.35  6,085,059.39   sFT  0.99997886   -0 51 41.4
 DX4447;UTM  11      - 3,733,340.889   424,251.653   MT  0.99967073   -0 27 15.0
 DX4447
 DX4447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4447!SPC CA 6     -   0.99999845  x   0.99997886  =   0.99997731
 DX4447!UTM  11      -   0.99999845  x   0.99967073  =   0.99966918
 DX4447
 DX4447:                Primary Azimuth Mark                     Grid Az
 DX4447:SPC CA 6     -  ROYAL                                    287 48 12.4
 DX4447:UTM  11      -  ROYAL                                    287 23 46.0
 DX4447
 DX4447|---------------------------------------------------------------------|
 DX4447| PID    Reference Object                     Distance      Geod. Az  |
 DX4447|                                                           dddmmss.s |
 DX4447| DX4450 ROYAL                               APPROX. 2.8 KM 2865631.0 |
 DX4447|---------------------------------------------------------------------|
 DX4447
 DX4447                          SUPERSEDED SURVEY CONTROL
 DX4447
 DX4447  NAD 83(1986)-  33 44 14.66093(N)    117 49 03.83539(W) AD(1984.00) 2
 DX4447  NAD 27      -  33 44 14.59620(N)    117 49 00.63960(W) AD(       ) 2
 DX4447  NGVD 29 (07/19/86)   43.80   (m)          143.7    (f) LEVELING    3  
 DX4447
 DX4447.Superseded values are not recommended for survey control.
 DX4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4447.See file dsdata.txt to determine how the superseded data were derived.
 DX4447
 DX4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2425233341(NAD 83)
 DX4447_MARKER: Z = SEE DESCRIPTION
 DX4447_SETTING: 0 = UNSPECIFIED SETTING
 DX4447
 DX4447  HISTORY     - Date     Condition        Report By
 DX4447  HISTORY     - 1974     MONUMENTED       CA-059
 DX4447
 DX4447                          STATION DESCRIPTION
 DX4447
 DX4447'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4447'THE STATION IS LOCATED ON THE ROOF OF THE GYMNASIUM AT TUSTIN UNION
 DX4447'HIGH SCHOOL IN TUSTIN.
 DX4447'
 DX4447'TO REACH THE STATION FROM THE INTERSECTION OF NEWPORT AVENUE AND
 DX4447'LAGUNA ROAD, PROCEED EASTERLY ON LAGUNA ROAD 0.2 MILE TO THE
 DX4447'PARKING LOT ON THE LEFT ON THE EAST SIDE OF THE SCHOOL GROUNDS,
 DX4447'CONTINUE THROUGH PARKING LOT TO A SLIDING CHAIN LINK GATE AT THE
 DX4447'NORTHERLY END OF LOT AND DRIVE TO THE SOUTHWEST SIDE OF THE
 DX4447'GYMNASIUM AND THE LOCKER ROOMS IN THE BACK.  CONTACT A CUSTODIAN
 DX4447'FOR A LADDER TO CLIMB THE LOWER LEVEL OF THE ROOF.  CLIMB THE
 DX4447'ATTACHED LADDER TO HIGHEST PART OF BUILDING AND STATION MARK.
 DX4447'
 DX4447'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4447'5-9-IRV 12, EPOXIED TO ROOF 3.0 FEET SOUTH OF THE NORTH PARAPET
 DX4447'WALL AND 47.0 FEET WEST OF EAST PARAPET WALL AND 5 FEET EAST OF
 DX4447'THE APEX OF THE ROOF.
 DX4447'
 DX4447'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4447'5-9-IRV 12 FEB 1974 AT THE EASTERLY CORNER OF THE ROOF, IS EPOXIED
 DX4447'TO THE TOP OF THE PARAPET WALL.  MARK IS 0.79 FEET ABOVE STATION
 DX4447'MARK.
 DX4447'
 DX4447'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4447'5-9-IRV 12 FEB 1974, IS EPOXIED TO THE TOP OF THE PARAPET WALL
 DX4447'31.5 FEET NORTHEAST OF THE SOUTHERLY CORNER OF THE GYM AND 6.9 FEET
 DX4447'SOUTH OF A ROOF DRAIN.  MARK IS 0.77 FEET ABOVE STATION MARK.
 DX4447'
 DX4447'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4447'RM 3 5-9-IRV 12 FEB 1974, IS EPOXIED TO THE APEX OF THE ROOF
 DX4447'48.4 FEET NORTHEAST OF THE SOUTHWESTERLY PARAPET WALL AND 50.9
 DX4447'FEET NORTHWEST OF THE SOUTHEASTERLY PARAPET WALL.  MARK IS 0.34
 DX4447'FEET ABOVE STATION MARK.
 DX4447'
 DX4447'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0394 ***********************************************************************
 LU0394  DESIGNATION -  5 A USGS
 LU0394  PID         -  LU0394
 LU0394  STATE/COUNTY-  CA/TEHAMA
 LU0394  USGS QUAD   -  DALES (1976)
 LU0394
 LU0394                         *CURRENT SURVEY CONTROL
 LU0394  ___________________________________________________________________
 LU0394* NAD 83(1986)-  40 18 50.     (N)    122 04 17.     (W)     SCALED    
 LU0394* NAVD 88     -       184.991  (meters)     606.92   (feet)  ADJUSTED  
 LU0394  ___________________________________________________________________
 LU0394  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 LU0394  DYNAMIC HT  -         184.894 (meters)     606.61  (feet)  COMP
 LU0394  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 LU0394
 LU0394  VERT ORDER  -  SECOND    CLASS 0
 LU0394
 LU0394.The horizontal coordinates were scaled from a topographic map and have
 LU0394.an estimated accuracy of +/- 6 seconds.
 LU0394
 LU0394.The orthometric height was determined by differential leveling
 LU0394.and adjusted in June 1991.
 LU0394
 LU0394.The geoid height was determined by GEOID03.
 LU0394
 LU0394.The dynamic height is computed by dividing the NAVD 88
 LU0394.geopotential number by the normal gravity value computed on the
 LU0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0394.degrees latitude (g = 980.6199 gals.).
 LU0394
 LU0394.The modeled gravity was interpolated from observed gravity values.
 LU0394
 LU0394;                    North         East    Units  Estimated Accuracy
 LU0394;SPC CA 1     -   608,880.    1,993,930.      MT  (+/- 180 meters Scaled)
 LU0394
 LU0394                          SUPERSEDED SURVEY CONTROL
 LU0394
 LU0394  NGVD 29 (??/??/92)  184.230  (m)          604.43   (f) ADJ UNCH    2 0
 LU0394
 LU0394.Superseded values are not recommended for survey control.
 LU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0394.See file dsdata.txt to determine how the superseded data were derived.
 LU0394
 LU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK789630(NAD 83)
 LU0394_MARKER: P = PIPE CAP
 LU0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LU0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LU0394_STAMPING: 604.185 5 A 1924
 LU0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0394
 LU0394  HISTORY     - Date     Condition        Report By
 LU0394  HISTORY     - 1924     MONUMENTED       USGS
 LU0394  HISTORY     - 1934     GOOD             NGS
 LU0394  HISTORY     - 1974     GOOD             CADH
 LU0394
 LU0394                          STATION DESCRIPTION
 LU0394
 LU0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LU0394'9 MI W FROM PAYNES CREEK.
 LU0394'9.0 MILES WEST ALONG STATE HIGHWAY 36 FROM PAYNES CREEK, TEHAMA
 LU0394'COUNTY, ABOUT 160 FEET SOUTHWEST OF THE DALE RANCH HOUSE, 50
 LU0394'FEET WEST OF THE JUNCTION OF THE HIGHWAY LEADING TO VIOLA,
 LU0394'ABOUT 100 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 36,
 LU0394'AND AT A FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LU0394'CAP, STAMPED 604.185 5 A 1924 AND RIVETED ON THE TOP OF A
 LU0394'3-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 LU0394
 LU0394                          STATION RECOVERY (1974)
 LU0394
 LU0394'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1974
 LU0394'8.7 MILES WEST ALONG HIGHWAY 36 FROM PAYNES CREEK, TEHAMA COUNTY, 50
 LU0394'FEET WEST OF THE JUNCTION OF HIGHWAY 36 AND LONG ROAD, COUNTY ROAD NO.
 LU0394'A6, ABOUT 100 FEET NORTH OF THE CENTERLINE OF HIGHWAY 36, AND AT A
 LU0394'FENCE LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED,
 LU0394'604.185 5 A 1924 AND RIVETED ON THE TOP OF A 3.5-INCH IRON PIPE
 LU0394'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0238 ***********************************************************************
 DX0238  DESIGNATION -  5 B
 DX0238  PID         -  DX0238
 DX0238  STATE/COUNTY-  CA/SAN DIEGO
 DX0238  USGS QUAD   -  SANTA YSABEL (1988)
 DX0238
 DX0238                         *CURRENT SURVEY CONTROL
 DX0238  ___________________________________________________________________
 DX0238* NAD 83(1986)-  33 06 04.     (N)    116 39 58.     (W)     SCALED    
 DX0238* NAVD 88     -       992.79   (+/-2cm)    3257.2    (feet)  VERTCON   
 DX0238  ___________________________________________________________________
 DX0238  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DX0238  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0238
 DX0238.The horizontal coordinates were scaled from a topographic map and have
 DX0238.an estimated accuracy of +/- 6 seconds.
 DX0238
 DX0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0238.The vertical order pertains to the NGVD 29 superseded value.
 DX0238
 DX0238.The geoid height was determined by GEOID03.
 DX0238
 DX0238;                    North         East    Units  Estimated Accuracy
 DX0238;SPC CA 6     -   603,710.    1,961,160.      MT  (+/- 180 meters Scaled)
 DX0238
 DX0238                          SUPERSEDED SURVEY CONTROL
 DX0238
 DX0238  NGVD 29 (??/??/??)  992.057  (m)         3254.77   (f) ADJUSTED    1 2
 DX0238
 DX0238.Superseded values are not recommended for survey control.
 DX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0238.See file dsdata.txt to determine how the superseded data were derived.
 DX0238
 DX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS311625(NAD 83)
 DX0238_MARKER: Q = CHISELED SQUARE
 DX0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0238_SP_SET: CULVERT
 DX0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0238
 DX0238  HISTORY     - Date     Condition        Report By
 DX0238  HISTORY     - UNK      MONUMENTED       CADH
 DX0238  HISTORY     - 1956     GOOD             NGS
 DX0238  HISTORY     - 1970     GOOD             CA-073
 DX0238  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0238
 DX0238                          STATION DESCRIPTION
 DX0238
 DX0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0238'0.8 MI SE FROM SANTA YSABEL.
 DX0238'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 78 AND 79 FROM THE POST
 DX0238'OFFICE AT SANTA YSABEL, 0.3 MILE NORTH OF BENCH MARK F 308
 DX0238'RESET, ON TOP OF THE NORTH END OF THE EAST L SHAPED CONCRETE
 DX0238'HEAD WALL FOR A 24-INCH CORRUGATED METAL PIPE CULVERT, 18.4
 DX0238'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 DX0238'THE HIGHWAY, AND MARKED BY THE YELLOW PAINTED LETTERS AND NUMBER
 DX0238'B M 5 B.
 DX0238
 DX0238                          STATION RECOVERY (1970)
 DX0238
 DX0238'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0238'RECOVERED IN GOOD CONDITION.
 DX0238
 DX0238                          STATION RECOVERY (1978)
 DX0238
 DX0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0622 ***********************************************************************
 KS0622  DESIGNATION -  5 CAHD
 KS0622  PID         -  KS0622
 KS0622  STATE/COUNTY-  CA/BUTTE
 KS0622  USGS QUAD   -  PULGA (1994)
 KS0622
 KS0622                         *CURRENT SURVEY CONTROL
 KS0622  ___________________________________________________________________
 KS0622* NAD 83(1986)-  39 45 34.     (N)    121 28 49.     (W)     SCALED    
 KS0622* NAVD 88     -       642.382  (meters)    2107.55   (feet)  ADJUSTED  
 KS0622  ___________________________________________________________________
 KS0622  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 KS0622  DYNAMIC HT  -         641.943 (meters)    2106.11  (feet)  COMP
 KS0622  MODELED GRAV-     979,921.8   (mgal)                       NAVD 88
 KS0622
 KS0622  VERT ORDER  -  FIRST     CLASS II
 KS0622
 KS0622.The horizontal coordinates were scaled from a topographic map and have
 KS0622.an estimated accuracy of +/- 6 seconds.
 KS0622
 KS0622.The orthometric height was determined by differential leveling
 KS0622.and adjusted in June 1991.
 KS0622
 KS0622.The geoid height was determined by GEOID03.
 KS0622
 KS0622.The dynamic height is computed by dividing the NAVD 88
 KS0622.geopotential number by the normal gravity value computed on the
 KS0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0622.degrees latitude (g = 980.6199 gals.).
 KS0622
 KS0622.The modeled gravity was interpolated from observed gravity values.
 KS0622
 KS0622;                    North         East    Units  Estimated Accuracy
 KS0622;SPC CA 2     -   732,450.    2,044,540.      MT  (+/- 180 meters Scaled)
 KS0622
 KS0622                          SUPERSEDED SURVEY CONTROL
 KS0622
 KS0622  NGVD 29 (??/??/??)  641.621  (m)         2105.05   (f) ADJUSTED    1 2
 KS0622
 KS0622.Superseded values are not recommended for survey control.
 KS0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0622.See file dsdata.txt to determine how the superseded data were derived.
 KS0622
 KS0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK301021(NAD 83)
 KS0622_MARKER: DD = SURVEY DISK
 KS0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0622_SP_SET: CULVERT
 KS0622_STAMPING: 2112.50 5
 KS0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0622+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KS0622
 KS0622  HISTORY     - Date     Condition        Report By
 KS0622  HISTORY     - UNK      MONUMENTED       CADH
 KS0622  HISTORY     - 1952     GOOD             NGS
 KS0622  HISTORY     - 1974     GOOD             USGS
 KS0622  HISTORY     - 20040324 GOOD             CADT
 KS0622
 KS0622                          STATION DESCRIPTION
 KS0622
 KS0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0622'4.6 MI SW FROM PULGA.
 KS0622'0.65 MILES SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0622'PULGA, THENCE 3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 24, SET
 KS0622'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF
 KS0622'A L SHAPE CULVERT NO. C 98+93, 15 1/2 FEET WEST OF THE CENTER
 KS0622'LINE OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE NORTH EDGE OF A
 KS0622'CULVERT, 0.4 FOOT WEST OF THE EAST EDGE OF THE CULVERT AND
 KS0622'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- 1956 STATE HIGHWAY 24
 KS0622'IS NOW U.S. HIGHWAY 40 ALTERNATE.  NOTE-- 1974 U.S. HIGHWAY
 KS0622'40 IS NOW STATE HIGHWAY 70.
 KS0622
 KS0622                          STATION RECOVERY (1974)
 KS0622
 KS0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0622'RECOVERED IN GOOD CONDITION.
 KS0622
 KS0622                          STATION RECOVERY (2004)
 KS0622
 KS0622'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1033 ***********************************************************************
 DC1033  DESIGNATION -  5 CSPC
 DC1033  PID         -  DC1033
 DC1033  STATE/COUNTY-  CA/SAN DIEGO
 DC1033  USGS QUAD   -  LA JOLLA (1975)
 DC1033
 DC1033                         *CURRENT SURVEY CONTROL
 DC1033  ___________________________________________________________________
 DC1033* NAD 83(1986)-  32 46 10.     (N)    117 14 03.     (W)     SCALED    
 DC1033* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 DC1033  ___________________________________________________________________
 DC1033  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DC1033  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1033
 DC1033.The horizontal coordinates were scaled from a topographic map and have
 DC1033.an estimated accuracy of +/- 6 seconds.
 DC1033
 DC1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1033.The vertical order pertains to the NGVD 29 superseded value.
 DC1033
 DC1033.The geoid height was determined by GEOID03.
 DC1033
 DC1033;                    North         East    Units  Estimated Accuracy
 DC1033;SPC CA 6     -   567,290.    1,907,790.      MT  (+/- 180 meters Scaled)
 DC1033
 DC1033                          SUPERSEDED SURVEY CONTROL
 DC1033
 DC1033  NGVD 29 (??/??/??)    2.373  (m)            7.79   (f) ADJUSTED    1 2
 DC1033
 DC1033.Superseded values are not recommended for survey control.
 DC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1033.See file dsdata.txt to determine how the superseded data were derived.
 DC1033
 DC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS780257(NAD 83)
 DC1033_MARKER: Z = SEE DESCRIPTION
 DC1033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC1033_SP_SET: BRIDGE
 DC1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1033
 DC1033  HISTORY     - Date     Condition        Report By
 DC1033  HISTORY     - UNK      MONUMENTED       CASPC
 DC1033  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC1033
 DC1033                          STATION DESCRIPTION
 DC1033
 DC1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1033'AT SAN DIEGO.
 DC1033'ON THE MISSION BAY CAUSEWAY, AT THE SOUTH MISSION BAY CAUSEWAY
 DC1033'BRIDGE, AND IN THE TO POF THE SOUTHEAST WING WALL.  A BRASS
 DC1033'PLUG.  NOTE-- THE WING WALL HAS BEEN COATED WITH ABOUT 1 INCH
 DC1033'OF NEW CONCRETE AND THE MARK WAS PROBABLY COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1022 ***********************************************************************
 DB1022  DESIGNATION -  5 DOR USGS
 DB1022  PID         -  DB1022
 DB1022  STATE/COUNTY-  CA/IMPERIAL
 DB1022  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB1022
 DB1022                         *CURRENT SURVEY CONTROL
 DB1022  ___________________________________________________________________
 DB1022* NAD 83(1986)-  32 42 30.     (N)    115 41 01.     (W)     SCALED    
 DB1022* NAVD 88     -        -3.885  (meters)     -12.75   (feet)  READJUSTED
 DB1022  ___________________________________________________________________
 DB1022  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB1022  DYNAMIC HT  -          -3.880 (meters)     -12.73  (feet)  COMP
 DB1022  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 DB1022  OBS GRAVITY -     979,504.8   (mgal)                       GRAV_OBS
 DB1022
 DB1022  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB1022
 DB1022.The horizontal coordinates were scaled from a topographic map and have
 DB1022.an estimated accuracy of +/- 6 seconds.
 DB1022
 DB1022.The orthometric height was determined by differential leveling
 DB1022.and adjusted in January 1995.
 DB1022.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB1022.distribution rate of 2.1 thru 3.0 mm/km.
 DB1022.The height was derived from older observations constrained to new
 DB1022.heights in a crustal motion area.  The height is approximate in
 DB1022.relation to other heights in its vicinity.
 DB1022
 DB1022.The geoid height was determined by GEOID03.
 DB1022
 DB1022.The dynamic height is computed by dividing the NAVD 88
 DB1022.geopotential number by the normal gravity value computed on the
 DB1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1022.degrees latitude (g = 980.6199 gals.).
 DB1022
 DB1022.The modeled gravity was interpolated from observed gravity values.
 DB1022.The observed gravity was obtained from relative gravimeter ties
 DB1022.to the IGSN71 gravity network.
 DB1022
 DB1022;                    North         East    Units  Estimated Accuracy
 DB1022;SPC CA 6     -   560,220.    2,053,110.      MT  (+/- 180 meters Scaled)
 DB1022
 DB1022                          SUPERSEDED SURVEY CONTROL
 DB1022
 DB1022  NAVD 88 (02/01/93)   -3.877  (m)          -12.72   (f) UNKNOWN     1 1
 DB1022  NGVD 29 (??/??/92)   -4.611  (m)          -15.13   (f) ADJ UNCH    1 1
 DB1022
 DB1022.Superseded values are not recommended for survey control.
 DB1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1022.See file dsdata.txt to determine how the superseded data were derived.
 DB1022
 DB1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS233197(NAD 83)
 DB1022_MARKER: DD = SURVEY DISK
 DB1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1022_STAMPING: 5 DOR 1978
 DB1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1022
 DB1022  HISTORY     - Date     Condition        Report By
 DB1022  HISTORY     - 1978     MONUMENTED       USGS
 DB1022  HISTORY     - 1981     GOOD             IID
 DB1022
 DB1022                          STATION DESCRIPTION
 DB1022
 DB1022'DESCRIBED BY IMPERIAL IRRIGATION DISTRICT 1981
 DB1022'6.6 MI SOUTH FROM SEELEY.
 DB1022'ABOUT 6.1 MILES SOUTH ALONG DREW ROAD TO WORMWOOD LATERAL 3A FROM EVAN
 DB1022'HEWES HIGHWAY IN SEELEY, THENCE ABOUT 0.5 MILE WEST ALONG WORMWOOD
 DB1022'LATERAL 3A TO THE WORMWOOD LATERAL 3 CANAL, NEAR THE SOUTHEAST CORNER
 DB1022'OF SW 1/4 OF SECTION 1, AND SET IN THE EAST UPSTREAM WINGWALL.
 DB1022'THE MARK IS ABOVE LEVEL WITH BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2175 ***********************************************************************
 EV2175  DESIGNATION -  5 DWR
 EV2175  PID         -  EV2175
 EV2175  STATE/COUNTY-  CA/LOS ANGELES
 EV2175  USGS QUAD   -  LITTLEROCK (1992)
 EV2175
 EV2175                         *CURRENT SURVEY CONTROL
 EV2175  ___________________________________________________________________
 EV2175* NAD 83(1986)-  34 30 49.     (N)    117 55 14.     (W)     SCALED    
 EV2175* NAVD 88     -       898.49   (+/-2cm)    2947.8    (feet)  VERTCON   
 EV2175  ___________________________________________________________________
 EV2175  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EV2175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2175
 EV2175.The horizontal coordinates were scaled from a topographic map and have
 EV2175.an estimated accuracy of +/- 6 seconds.
 EV2175
 EV2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2175.The vertical order pertains to the NGVD 29 superseded value.
 EV2175
 EV2175.The geoid height was determined by GEOID03.
 EV2175
 EV2175;                    North         East    Units  Estimated Accuracy
 EV2175;SPC CA 5     -   612,440.    2,007,290.      MT  (+/- 180 meters Scaled)
 EV2175
 EV2175                          SUPERSEDED SURVEY CONTROL
 EV2175
 EV2175  NGVD 29 (??/??/92)  897.59   (m)         2944.8    (f) COMPUTED    2 0
 EV2175
 EV2175.Superseded values are not recommended for survey control.
 EV2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2175.See file dsdata.txt to determine how the superseded data were derived.
 EV2175
 EV2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU155194(NAD 83)
 EV2175_MARKER: DD = SURVEY DISK
 EV2175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2175_SP_SET: CONCRETE DRAINAGE
 EV2175_STAMPING: PBPP BM 5 1968
 EV2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2175
 EV2175  HISTORY     - Date     Condition        Report By
 EV2175  HISTORY     - 1968     MONUMENTED       CADWR
 EV2175  HISTORY     - 1971     GOOD             NGS
 EV2175
 EV2175                          STATION DESCRIPTION
 EV2175
 EV2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2175'0.2 MI N FROM PEARBLOSSOM PUMP PLANT.
 EV2175'0.25 MILE NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE PEARBLOSSOM
 EV2175'PUMP PLANT, IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTH U
 EV2175'SHAPED HEAD WALL OF A CULVERT WHICH IS IN A CONCRETE LINED
 EV2175'DRAINAGE DITCH, 18 FEET EAST OF THE CENTER LINE OF THE EAST
 EV2175'LEVEE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  SECTION
 EV2175'15, T5N, R10W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7399 ***********************************************************************
 EW7399  DESIGNATION -  5 E 10
 EW7399  PID         -  EW7399
 EW7399  STATE/COUNTY-  CA/LOS ANGELES
 EW7399  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW7399
 EW7399                         *CURRENT SURVEY CONTROL
 EW7399  ___________________________________________________________________
 EW7399* NAD 83(1992)-  34 16 27.34111(N)    118 35 55.45770(W)     ADJUSTED  
 EW7399* NAVD 88     -       380.79   (+/-2cm)    1249.3    (feet)  VERTCON   
 EW7399  ___________________________________________________________________
 EW7399  EPOCH DATE  -        1991.35
 EW7399  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EW7399  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW7399  HORZ ORDER  -  SECOND
 EW7399  VERT ORDER  -  THIRD ? (See Below)
 EW7399
 EW7399.The horizontal coordinates were established by classical geodetic methods
 EW7399.and adjusted by the National Geodetic Survey in June 1996.
 EW7399.The horizontal coordinates are valid at the epoch date displayed above.
 EW7399.The epoch date for horizontal control is a decimal equivalence
 EW7399.of Year/Month/Day.
 EW7399
 EW7399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7399.The vertical order pertains to the NGVD 29 superseded value.
 EW7399
 EW7399.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7399
 EW7399.The geoid height was determined by GEOID03.
 EW7399
 EW7399;                    North         East     Units Scale Factor Converg.
 EW7399;SPC CA 5     -   586,049.196 1,944,866.823   MT  0.99995653   -0 20 28.6
 EW7399;SPC CA 5     - 1,922,729.74  6,380,783.90   sFT  0.99995653   -0 20 28.6
 EW7399;UTM  11      - 3,793,722.709   352,829.127   MT  0.99986699   -0 54 01.8
 EW7399
 EW7399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7399!SPC CA 5     -   0.99994564  x   0.99995653  =   0.99990217
 EW7399!UTM  11      -   0.99994564  x   0.99986699  =   0.99981263
 EW7399
 EW7399|---------------------------------------------------------------------|
 EW7399| PID    Reference Object                     Distance      Geod. Az  |
 EW7399|                                                           dddmmss.s |
 EW7399| CC1245 5 E 10 RM 2                          12.224 METERS 05746     |
 EW7399| EW7401 CHATSWORTH                          APPROX. 4.3 KM 2434127.2 |
 EW7399| CC1244 5 E 10 RM 1                           4.737 METERS 33043     |
 EW7399|---------------------------------------------------------------------|
 EW7399
 EW7399                          SUPERSEDED SURVEY CONTROL
 EW7399
 EW7399  NAD 83(1986)-  34 16 27.33876(N)    118 35 55.45187(W) AD(1984.00) 2
 EW7399  NAD 27      -  34 16 27.32380(N)    118 35 52.14260(W) AD(       ) 2
 EW7399  NGVD 29 (07/19/86)  379.98   (m)         1246.7    (f) LEVELING    3  
 EW7399
 EW7399.Superseded values are not recommended for survey control.
 EW7399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7399.See file dsdata.txt to determine how the superseded data were derived.
 EW7399
 EW7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5282993723(NAD 83)
 EW7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW7399+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 EW7399
 EW7399  HISTORY     - Date     Condition        Report By
 EW7399  HISTORY     - 1938     MONUMENTED       CA1980
 EW7399  HISTORY     - 1975     SEE DESCRIPTION  NGS
 EW7399  HISTORY     - 19960106 MARK NOT FOUND   USPSQD
 EW7399  HISTORY     - 20010209 GOOD             BSA
 EW7399  HISTORY     - 20030928 GOOD             INDIV
 EW7399
 EW7399                          STATION DESCRIPTION
 EW7399
 EW7399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (ARA)
 EW7399'THE STATION AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN
 EW7399'GOOD CONDITION.  A COMPLETE NEW STATION DESCRIPTION FOLLOWS--
 EW7399'
 EW7399'THE STATION IS LOCATED ON THE SOUTH SIDE OF A BOULDER COVERED HILL
 EW7399'ABOUT 1 MILE AIRLINE NORTH OF THE CITY OF CHATSWORTH AND ABOUT 0.5
 EW7399'MILE AIRLINE WEST OF THE INTERSECTION OF STATE ROUTE 118 (THE
 EW7399'SIMI VALLEY FREEWAY) AND DE SOTO AVENUE.
 EW7399'
 EW7399'TO REACH THE STATION FROM THE INTERSECTION OF SANTA SUSANA
 EW7399'AVENUE AND DEVONSHIRE STREET IN THE CITY OF CHATSWORTH GO NORTH
 EW7399'ON SANTA SUSANA AVENUE FOR 1.4 MILES TO THE SIMI VALLEY FREEWAY
 EW7399'(STATE ROUTE 118.) TURN RIGHT, EAST, ONTO THE SIMI VALLEY FREEWAY
 EW7399'AND GO 0.4 MILE TO A SIGN BASE ON THE RIGHT SHOULDER OF THE
 EW7399'FREEWAY MARKED IN PART DESOTO AVENUE 1/4 AND END OF TRUCK
 EW7399'TRAVEL.  HIKE SOUTH ABOUT 50 FEET TO A CHAIN LINK FENCE.  PASS
 EW7399'OVER FENCE, SOUTH, AND GO ABOUT 150 FEET TO A BARBED WIRE FENCE.
 EW7399'PASS OVER FENCE AND HIKE WEST ALONG BARBED WIRE FENCE TO THE
 EW7399'WEST SIDE OF A BOULDER COVERED HILL.  HIKE SOUTH ALONG THE WEST
 EW7399'SIDE OF THE HILL FOR ABOUT 300 FEET TO THE SOUTHWEST SIDE OF A
 EW7399'BOULDER COVERED HILL AND THE STATION.
 EW7399'
 EW7399'THE STATION MARK IS A STANDARD (LABE) CITY OF LOS ANGELES BUREAU
 EW7399'OF ENGINEERING DISK STAMPED 5.E.10 1938 SET IN CONCRETE ON THE
 EW7399'TOP OF A FLAT 8 FEET DIAMETER SANDSTONE BOULDER.  IT IS ABOUT 50
 EW7399'FEET SOUTHWEST OF A 24 INCH DIAMETER TREE ON THE SOUTH SIDE OF THE
 EW7399'HILL AND ABOUT 8 FEET SOUTH OF A LARGE SANDSTONE BOULDER
 EW7399'PROJECTING 4 FEET ABOVE THE STATION AND IS ABOUT 20 FEET LOWER
 EW7399'THAN THE HIGHEST PART OF THE HILL.  (NOTE 4)
 EW7399'
 EW7399'REFERENCE MARK NO 1 IS A STANDARD (LABE) DISK STAMPED NO 1 5.E.10
 EW7399'1938 CEMENTED IN THE TOP OF A 5 FEET BY 4 FEET SANDSTONE
 EW7399'BOULDER.  IT IS ABOUT 1 FOOT WEST OF THE SOUTHWEST FACE OF A
 EW7399'LARGE BOULDER PROJECTING 5 FEET ABOVE THE REFERENCE MARK AND ABOUT
 EW7399'2 FEET EAST OF THE WEST EDGE OF A FLAT SANDSTONE BOULDER AND IS
 EW7399'ABOUT 1 FOOT LOWER THAN THE STATION.  (NOTE 12C)
 EW7399'
 EW7399'REFERENCE MARK NO 2 IS A STANDARD (LABE) DISK STAMPED NO 2
 EW7399'5.E.10 1938 CEMENTED IN THE TOP OF A FLAT 5 FEET DIAMETER SANDSTONE
 EW7399'BOULDER.  IT IS ABOUT 12 FEET NORTHWEST OF A 24 INCH DIAMETER TREE
 EW7399'ON THE SOUTH SIDE OF THE HILL AND IS ABOUT THE SAME ELEVATION
 EW7399'AS THE STATION.  (NOTE 12C)
 EW7399'
 EW7399'HEIGHT OF LIGHT ABOVE STATION MARK 0.85 FEET.
 EW7399'
 EW7399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EW7399'1 MILE NORTH OF CHATSWORTH.
 EW7399
 EW7399                          STATION RECOVERY (1996)
 EW7399
 EW7399'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW7399'MARK NOT FOUND.
 EW7399
 EW7399                          STATION RECOVERY (2001)
 EW7399
 EW7399'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 2001 (RF)
 EW7399'STATION MARK IS ON HIGHEST POINT ON FLAT ROCK WITH A CONCRETE CROSS IN
 EW7399'IT. REFERENCE MARK NO 1 WAS NOT FOUND. REFERENCE MARK 02 IS ABOUT 12
 EW7399'FEET NORTHWEST OF A 30 INCH DIAMETER TREE. THE MARK IS IN THE CENTER
 EW7399'OF A FLAT ROCK, AND ABOUT 25 FEET NORTHEAST, AND ONE FOOT LOWER THAN
 EW7399'THE STATION MARK.
 EW7399
 EW7399                          STATION RECOVERY (2003)
 EW7399
 EW7399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TOC)
 EW7399'BENCHMARK ON A SMALL HILLTOP WHILE HIKING WEST OF CONOGA BOULEVARD AND
 EW7399'SOUTH OF THE 118 (SIMI VALLEY FREEWAY).  I MARKED THE COORDINATES
 EW7399'USING A GARMIN 120 GPS.
 EW7399' 
 EW7399'GARMIN GPS COORDINATES = N 34  16.461  W 118  35.918
 EW7399'ELEVATION = 1,229 FEET
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0032 ***********************************************************************
 JS0032  DESIGNATION -  5 ED 11 J CAHD
 JS0032  PID         -  JS0032
 JS0032  STATE/COUNTY-  CA/EL DORADO
 JS0032  USGS QUAD   -  ECHO LAKE (1992)
 JS0032
 JS0032                         *CURRENT SURVEY CONTROL
 JS0032  ___________________________________________________________________
 JS0032* NAD 83(1986)-  38 50 08.     (N)    120 02 05.     (W)     SCALED    
 JS0032* NAVD 88     -      2152.50   (+/-2cm)    7062.0    (feet)  VERTCON   
 JS0032  ___________________________________________________________________
 JS0032  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 JS0032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0032
 JS0032.The horizontal coordinates were scaled from a topographic map and have
 JS0032.an estimated accuracy of +/- 6 seconds.
 JS0032
 JS0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0032.The vertical order pertains to the NGVD 29 superseded value.
 JS0032
 JS0032.The geoid height was determined by GEOID03.
 JS0032
 JS0032;                    North         East    Units  Estimated Accuracy
 JS0032;SPC CA 2     -   631,600.    2,170,610.      MT  (+/- 180 meters Scaled)
 JS0032
 JS0032                          SUPERSEDED SURVEY CONTROL
 JS0032
 JS0032  NGVD 29 (??/??/92) 2151.222  (m)         7057.80   (f) ADJ UNCH    2 0
 JS0032
 JS0032.Superseded values are not recommended for survey control.
 JS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0032.See file dsdata.txt to determine how the superseded data were derived.
 JS0032
 JS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ573027(NAD 83)
 JS0032_MARKER: S = SPIKE
 JS0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0032_SP_SET: PINE TREE ROOT
 JS0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0032
 JS0032  HISTORY     - Date     Condition        Report By
 JS0032  HISTORY     - UNK      MONUMENTED       CADH
 JS0032  HISTORY     - 1957     MARK NOT FOUND   NGS
 JS0032
 JS0032                          STATION DESCRIPTION
 JS0032
 JS0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0032'2.5 MI SW FROM MEYERS.
 JS0032'A SPIKE IN THE ROOT OF A 42-INCH YELLOW PINE TREE ON THE INSIDE
 JS0032'OF A RIGHT-ANGLE TURN IN THE HIGHWAY.  NOTE-- NO FURTHER
 JS0032'DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1002 ***********************************************************************
 HR1002  DESIGNATION -  5 EGE
 HR1002  PID         -  HR1002
 HR1002  STATE/COUNTY-  CA/MONO
 HR1002  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1002
 HR1002                         *CURRENT SURVEY CONTROL
 HR1002  ___________________________________________________________________
 HR1002* NAD 83(1986)-  37 38 53.     (N)    118 55 05.     (W)     SCALED    
 HR1002* NAVD 88     -      2239.811  (meters)    7348.45   (feet)  ADJUSTED  
 HR1002  ___________________________________________________________________
 HR1002  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR1002  DYNAMIC HT  -        2236.922 (meters)    7338.97  (feet)  COMP
 HR1002  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 HR1002
 HR1002  VERT ORDER  -  FIRST     CLASS I
 HR1002
 HR1002.The horizontal coordinates were scaled from a topographic map and have
 HR1002.an estimated accuracy of +/- 6 seconds.
 HR1002
 HR1002.The orthometric height was determined by differential leveling
 HR1002.and adjusted in June 1991.
 HR1002
 HR1002.The geoid height was determined by GEOID03.
 HR1002
 HR1002.The dynamic height is computed by dividing the NAVD 88
 HR1002.geopotential number by the normal gravity value computed on the
 HR1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1002.degrees latitude (g = 980.6199 gals.).
 HR1002
 HR1002.The modeled gravity was interpolated from observed gravity values.
 HR1002
 HR1002;                    North         East    Units  Estimated Accuracy
 HR1002;SPC CA 3     -   628,590.    2,139,590.      MT  (+/- 180 meters Scaled)
 HR1002
 HR1002                          SUPERSEDED SURVEY CONTROL
 HR1002
 HR1002.No superseded survey control is available for this station.
 HR1002
 HR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB307684(NAD 83)
 HR1002_MARKER: DE = TRAVERSE STATION DISK
 HR1002_SETTING: 66 = SET IN ROCK OUTCROP
 HR1002_SP_SET: BEDROCK
 HR1002_STAMPING: 5 EGE 1983
 HR1002_MARK LOGO: USGS  
 HR1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1002+STABILITY: POSITION/ELEVATION WELL
 HR1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1002+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1002
 HR1002  HISTORY     - Date     Condition        Report By
 HR1002  HISTORY     - 1983     MONUMENTED       USGS
 HR1002  HISTORY     - 1985     GOOD             USGS
 HR1002  HISTORY     - 1986     GOOD             NGS
 HR1002  HISTORY     - 1987     GOOD             NGS
 HR1002  HISTORY     - 19881009 GOOD             NGS
 HR1002  HISTORY     - 19910816 GOOD             NGS
 HR1002
 HR1002                          STATION DESCRIPTION
 HR1002
 HR1002'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1002'RECOVERED IN GOOD CONDITION.
 HR1002
 HR1002                          STATION RECOVERY (1986)
 HR1002
 HR1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1002'6.6 KM (4.1 MI) EAST FROM MAMMOTH LAKES.
 HR1002'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 HR1002'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1002'MAMMOTH LAKES, THENCE 0.89 KM (0.55 MI) NORTHWEST ALONG OLD US HIGHWAY
 HR1002'395, AT THE MIDDLE ONE OF THREE POWER LINES CROSSING THE HIGHWAY, 14.0
 HR1002'METERS (46 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY AND 7.6 METERS
 HR1002'(35 FT) WEST OF POWER POLE 524971.
 HR1002
 HR1002                          STATION RECOVERY (1987)
 HR1002
 HR1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1002'RECOVERED IN GOOD CONDITION.
 HR1002
 HR1002                          STATION RECOVERY (1988)
 HR1002
 HR1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1002'RECOVERED IN GOOD CONDITION.
 HR1002
 HR1002                          STATION RECOVERY (1991)
 HR1002
 HR1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1002'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1002'IN MAMMOTH LAKES, THENCE 1.3 KM (0.8 MI) NORTHWESTERLY ALONG OLD U.S.
 HR1002'HIGHWAY 395, IN A 10 BY 16 FOOT EXPOSED AREA OF BEDROCK THAT PROJECTS
 HR1002'0.5 M (1.6 FT) ABOVE THE GROUND SURFACE, NEAR THE CENTER ONE OF THREE
 HR1002'UTILITY LINES CROSSING THE HIGHWAY, 14.0 M (45.9 FT) NORTHEAST OF THE
 HR1002'CENTER OF THE HIGHWAY, 7.6 M (24.9 FT) WEST OF UTILITY POLE NUMBER
 HR1002'524971, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.2 M
 HR1002'(3.9 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE EXPOSED BEDROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2260 ***********************************************************************
 EV2260  DESIGNATION -  5 FMK
 EV2260  PID         -  EV2260
 EV2260  STATE/COUNTY-  CA/KERN
 EV2260  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2260
 EV2260                         *CURRENT SURVEY CONTROL
 EV2260  ___________________________________________________________________
 EV2260* NAD 83(1986)-  34 59 17.     (N)    117 42 23.     (W)     SCALED    
 EV2260* NAVD 88     -       732.231  (meters)    2402.33   (feet)  ADJUSTED  
 EV2260  ___________________________________________________________________
 EV2260  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2260  DYNAMIC HT  -         731.407 (meters)    2399.62  (feet)  COMP
 EV2260  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 EV2260
 EV2260  VERT ORDER  -  FIRST     CLASS I
 EV2260
 EV2260.The horizontal coordinates were scaled from a topographic map and have
 EV2260.an estimated accuracy of +/- 6 seconds.
 EV2260
 EV2260.The orthometric height was determined by differential leveling
 EV2260.and adjusted in June 1991.
 EV2260.WARNING-Repeat measurements at this control monument indicate possible
 EV2260.vertical movement.
 EV2260
 EV2260.The geoid height was determined by GEOID03.
 EV2260
 EV2260.The dynamic height is computed by dividing the NAVD 88
 EV2260.geopotential number by the normal gravity value computed on the
 EV2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2260.degrees latitude (g = 980.6199 gals.).
 EV2260
 EV2260.The modeled gravity was interpolated from observed gravity values.
 EV2260
 EV2260;                    North         East    Units  Estimated Accuracy
 EV2260;SPC CA 5     -   665,100.    2,026,810.      MT  (+/- 180 meters Scaled)
 EV2260
 EV2260                          SUPERSEDED SURVEY CONTROL
 EV2260
 EV2260  NGVD 29 (??/??/92)  731.429  (m)         2399.70   (f) ADJ UNCH    1 1
 EV2260
 EV2260.Superseded values are not recommended for survey control.
 EV2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2260.See file dsdata.txt to determine how the superseded data were derived.
 EV2260
 EV2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU355719(NAD 83)
 EV2260_MARKER: DD = SURVEY DISK
 EV2260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2260_SP_SET: CONCRETE BASE
 EV2260_STAMPING: 5 FMK 1973
 EV2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2260+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 EV2260
 EV2260  HISTORY     - Date     Condition        Report By
 EV2260  HISTORY     - 1973     MONUMENTED       USGS
 EV2260  HISTORY     - 1974     GOOD             NGS
 EV2260  HISTORY     - 1977     GOOD             NGS
 EV2260  HISTORY     - 20040126 GOOD             CADT
 EV2260
 EV2260                          STATION DESCRIPTION
 EV2260
 EV2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2260'3.2 MI SW FROM BORON.
 EV2260'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2260'FROM THE STATION AT BORON, THENCE 2.2 MILES SOUTHWEST ALONG
 EV2260'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 0.2 MILE
 EV2260'SOUTHWEST OF THE JUNCTION OF A RAILROAD TRACK SOUTH OF A
 EV2260'SWITCHSTAND, IN THE TOP OF THE SOUTHEAST END OF A 3- BY 2 1/2-FOOT
 EV2260'CONCRETE BASE OF A FORMER SEMAPHORE WHICH PROJECTS ABOUT 2 FEET
 EV2260'ABOVE THE GROUND, 9.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 EV2260'75 FEET NORTHEAST OF THE CENTER LINE OF A BLADED ROAD, ABOUT
 EV2260'1 1/2 FEET HIGHER THAN THE TRACK.  SECTION 3, T10N, R 8W
 EV2260
 EV2260                          STATION RECOVERY (1977)
 EV2260
 EV2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2260'RECOVERED IN GOOD CONDITION.
 EV2260
 EV2260                          STATION RECOVERY (2004)
 EV2260
 EV2260'RECOVERY NOTE BY CALTRANS 2004 (KAR)
 EV2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4849 ***********************************************************************
 EW4849  DESIGNATION -  5 I 21 C OF LA
 EW4849  PID         -  EW4849
 EW4849  STATE/COUNTY-  CA/LOS ANGELES
 EW4849  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4849
 EW4849                         *CURRENT SURVEY CONTROL
 EW4849  ___________________________________________________________________
 EW4849* NAD 83(1986)-  34 16 57.     (N)    118 30 07.     (W)     SCALED    
 EW4849* NAVD 88     -       329.41   (+/-2cm)    1080.7    (feet)  VERTCON   
 EW4849  ___________________________________________________________________
 EW4849  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EW4849  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4849
 EW4849.The horizontal coordinates were scaled from a topographic map and have
 EW4849.an estimated accuracy of +/- 6 seconds.
 EW4849
 EW4849.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4849.The vertical order pertains to the NGVD 29 superseded value.
 EW4849
 EW4849.The geoid height was determined by GEOID03.
 EW4849
 EW4849;                    North         East    Units  Estimated Accuracy
 EW4849;SPC CA 5     -   586,910.    1,953,780.      MT  (+/- 180 meters Scaled)
 EW4849
 EW4849                          SUPERSEDED SURVEY CONTROL
 EW4849
 EW4849  NGVD 29 (??/??/92)  328.588  (m)         1078.04   (f) ADJ UNCH    1 1
 EW4849
 EW4849.Superseded values are not recommended for survey control.
 EW4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4849.See file dsdata.txt to determine how the superseded data were derived.
 EW4849
 EW4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617945(NAD 83)
 EW4849_MARKER: Z = SEE DESCRIPTION
 EW4849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4849_STAMPING: 5-I-21 1938
 EW4849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4849+STABILITY: SURFACE MOTION
 EW4849
 EW4849  HISTORY     - Date     Condition        Report By
 EW4849  HISTORY     - 1938     MONUMENTED       CA1980
 EW4849  HISTORY     - 1968     GOOD             CA1980
 EW4849  HISTORY     - 1974     GOOD             CA1980
 EW4849  HISTORY     - 19960106 MARK NOT FOUND   USPSQD
 EW4849
 EW4849                          STATION DESCRIPTION
 EW4849
 EW4849'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4849'AT LOS ANGELES.
 EW4849'STANDARD TRAVERSE MONUMENT, ZELZAH L-3B, STAMPED 5-I-21 1938,
 EW4849'ON THE CENTER LINE OF BALBOA BOULEVARD, 0.63 OF A FOOT NORTH
 EW4849'OF THE CENTER LINE OF THE ALLEY NORTH OF HALSEY STREET.
 EW4849
 EW4849                          STATION RECOVERY (1974)
 EW4849
 EW4849'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4849'RECOVERED IN GOOD CONDITION.
 EW4849
 EW4849                          STATION RECOVERY (1996)
 EW4849
 EW4849'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4847 ***********************************************************************
 EW4847  DESIGNATION -  5 I 23 C OF LA
 EW4847  PID         -  EW4847
 EW4847  STATE/COUNTY-  CA/LOS ANGELES
 EW4847  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4847
 EW4847                         *CURRENT SURVEY CONTROL
 EW4847  ___________________________________________________________________
 EW4847* NAD 83(1986)-  34 16 44.     (N)    118 30 07.     (W)     SCALED    
 EW4847* NAVD 88     -       319.77   (+/-2cm)    1049.1    (feet)  VERTCON   
 EW4847  ___________________________________________________________________
 EW4847  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EW4847  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4847
 EW4847.The horizontal coordinates were scaled from a topographic map and have
 EW4847.an estimated accuracy of +/- 6 seconds.
 EW4847
 EW4847.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4847.The vertical order pertains to the NGVD 29 superseded value.
 EW4847
 EW4847.The geoid height was determined by GEOID03.
 EW4847
 EW4847;                    North         East    Units  Estimated Accuracy
 EW4847;SPC CA 5     -   586,510.    1,953,780.      MT  (+/- 180 meters Scaled)
 EW4847
 EW4847                          SUPERSEDED SURVEY CONTROL
 EW4847
 EW4847  NGVD 29 (??/??/92)  318.957  (m)         1046.44   (f) ADJ UNCH    1 1
 EW4847
 EW4847.Superseded values are not recommended for survey control.
 EW4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4847.See file dsdata.txt to determine how the superseded data were derived.
 EW4847
 EW4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617941(NAD 83)
 EW4847_MARKER: DE = TRAVERSE STATION DISK
 EW4847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4847_STAMPING: 5-I-23 1939
 EW4847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4847+STABILITY: SURFACE MOTION
 EW4847
 EW4847  HISTORY     - Date     Condition        Report By
 EW4847  HISTORY     - 1939     MONUMENTED       CA1980
 EW4847  HISTORY     - 1968     GOOD             CA1980
 EW4847  HISTORY     - 1974     GOOD             CA1980
 EW4847  HISTORY     - 19960106 MARK NOT FOUND   USPSQD
 EW4847
 EW4847                          STATION DESCRIPTION
 EW4847
 EW4847'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4847'AT LOS ANGELES.
 EW4847'STANDARD TRAVERSE MONUMENT ZELZAH L-3D, STAMPED 5-I-23 1939,
 EW4847'0.35 OF A FOOT EAST OF THE CENTER LINE OF BALBOA BOULEVARD,
 EW4847'1.7 FEET SOUTH OF THE CENTER LINE OF RINALDI STREET FROM THE EAST.
 EW4847
 EW4847                          STATION RECOVERY (1974)
 EW4847
 EW4847'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4847'RECOVERED IN GOOD CONDITION.
 EW4847
 EW4847                          STATION RECOVERY (1996)
 EW4847
 EW4847'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW4847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2507 ***********************************************************************
 EW2507  DESIGNATION -  5 K 24 C OF LA
 EW2507  PID         -  EW2507
 EW2507  STATE/COUNTY-  CA/LOS ANGELES
 EW2507  USGS QUAD   -  SAN FERNANDO (1988)
 EW2507
 EW2507                         *CURRENT SURVEY CONTROL
 EW2507  ___________________________________________________________________
 EW2507* NAD 83(1986)-  34 17 02.     (N)    118 26 26.     (W)     SCALED    
 EW2507* NAVD 88     -       326.830  (meters)    1072.27   (feet)  READJUSTED
 EW2507  ___________________________________________________________________
 EW2507  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EW2507  DYNAMIC HT  -         326.470 (meters)    1071.09  (feet)  COMP
 EW2507  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 EW2507
 EW2507  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2507
 EW2507.The horizontal coordinates were scaled from a topographic map and have
 EW2507.an estimated accuracy of +/- 6 seconds.
 EW2507
 EW2507.The orthometric height was determined by differential leveling
 EW2507.and adjusted in February 1993.
 EW2507.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2507.distribution rate of 0.0 thru 1.0 mm/km.
 EW2507.The height was derived from older observations constrained to new
 EW2507.heights in a crustal motion area.  The height is approximate in
 EW2507.relation to other heights in its vicinity.
 EW2507
 EW2507.The geoid height was determined by GEOID03.
 EW2507
 EW2507.The dynamic height is computed by dividing the NAVD 88
 EW2507.geopotential number by the normal gravity value computed on the
 EW2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2507.degrees latitude (g = 980.6199 gals.).
 EW2507
 EW2507.The modeled gravity was interpolated from observed gravity values.
 EW2507
 EW2507;                    North         East    Units  Estimated Accuracy
 EW2507;SPC CA 5     -   587,040.    1,959,440.      MT  (+/- 180 meters Scaled)
 EW2507
 EW2507                          SUPERSEDED SURVEY CONTROL
 EW2507
 EW2507  NGVD 29 (??/??/??)  326.50   (m)         1071.2    (f) RESET       3  
 EW2507
 EW2507.Superseded values are not recommended for survey control.
 EW2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2507.See file dsdata.txt to determine how the superseded data were derived.
 EW2507
 EW2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT674945(NAD 83)
 EW2507_MARKER: DE = TRAVERSE STATION DISK
 EW2507_SETTING: 0 = UNSPECIFIED SETTING
 EW2507_STAMPING: 5-K-24
 EW2507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2507
 EW2507  HISTORY     - Date     Condition        Report By
 EW2507  HISTORY     - UNK      MONUMENTED       CA1980
 EW2507  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2507  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2507  HISTORY     - 1978     GOOD             NGS
 EW2507  HISTORY     - 1983     GOOD             USGS
 EW2507  HISTORY     - 1984     MARK NOT FOUND   NGS
 EW2507
 EW2507                          STATION DESCRIPTION
 EW2507
 EW2507'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2507'IN SAN FERNANDO.
 EW2507'STANDARD TRAVERSE MONUMENT, STAMPED PACOIMA H-2B 5-K-24, IN THE
 EW2507'SOUTHERN PACIFIC RAILROAD RIGHT OF WAY SOUTHWEST OF FIRST STREET,
 EW2507'10.4 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWESTERLY
 EW2507'(MAIN LINE) TRACK, 43.5 FEET NORTHWEST OF THE CENTER LINE OF
 EW2507'MACLAY STREET.
 EW2507
 EW2507                          STATION RECOVERY (1971)
 EW2507
 EW2507'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2507'RECOVERED AS DESCRIBED.
 EW2507
 EW2507                          STATION RECOVERY (1978)
 EW2507
 EW2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2507'RECOVERED IN GOOD CONDITION.
 EW2507
 EW2507                          STATION RECOVERY (1983)
 EW2507
 EW2507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2507'RECOVERED IN GOOD CONDITION.
 EW2507
 EW2507                          STATION RECOVERY (1984)
 EW2507
 EW2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2507'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2485 ***********************************************************************
 EW2485  DESIGNATION -  5 L 21 C OF LA
 EW2485  PID         -  EW2485
 EW2485  STATE/COUNTY-  CA/LOS ANGELES
 EW2485  USGS QUAD   -  SAN FERNANDO (1988)
 EW2485
 EW2485                         *CURRENT SURVEY CONTROL
 EW2485  ___________________________________________________________________
 EW2485* NAD 83(1986)-  34 16 29.     (N)    118 25 51.     (W)     SCALED    
 EW2485* NAVD 88     -       317.99   (+/-2cm)    1043.3    (feet)  VERTCON   
 EW2485  ___________________________________________________________________
 EW2485  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW2485  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2485
 EW2485.The horizontal coordinates were scaled from a topographic map and have
 EW2485.an estimated accuracy of +/- 6 seconds.
 EW2485
 EW2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2485.The vertical order pertains to the NGVD 29 superseded value.
 EW2485
 EW2485.The geoid height was determined by GEOID03.
 EW2485
 EW2485;                    North         East    Units  Estimated Accuracy
 EW2485;SPC CA 5     -   586,020.    1,960,330.      MT  (+/- 180 meters Scaled)
 EW2485
 EW2485                          SUPERSEDED SURVEY CONTROL
 EW2485
 EW2485  NGVD 29 (??/??/92)  317.187  (m)         1040.64   (f) ADJ UNCH    1 1
 EW2485
 EW2485.Superseded values are not recommended for survey control.
 EW2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2485.See file dsdata.txt to determine how the superseded data were derived.
 EW2485
 EW2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT682935(NAD 83)
 EW2485_MARKER: DE = TRAVERSE STATION DISK
 EW2485_SETTING: 0 = UNSPECIFIED SETTING
 EW2485_STAMPING: 5-L-21
 EW2485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2485
 EW2485  HISTORY     - Date     Condition        Report By
 EW2485  HISTORY     - UNK      MONUMENTED       CA1980
 EW2485  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2485  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2485
 EW2485                          STATION DESCRIPTION
 EW2485
 EW2485'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2485'IN LOS ANGELES.
 EW2485'STANDARD TRAVERSE MONUMENT PACOIMA I-3B, STAMPED 5-L-21, IN THE
 EW2485'SOUTHERN PACIFIC RAILROAD RIGHT OF WAY NORTHEAST OF AND PARALLEL
 EW2485'TO SAN FERNANDO ROAD, ABOUT 277 FEET NORTHWEST OF THE
 EW2485'NORTHEASTERLY PRODUCTION OF THE CENTER LINE OF DESMOND STREET,
 EW2485'ON THE SOUTHWESTERLY PRODUCTION OF VAUGHN STREET, 8 FEET
 EW2485'NORTHEAST OF THE NORTHEAST CURB LINE AND 40.00 FEET NORTHEAST
 EW2485'OF THE CENTER LINE, FROM THE SOUTHEAST, OF SAN FERNANDO ROAD.
 EW2485'THE MONUMENT IS 12 INCHES BELOW GRADE.
 EW2485
 EW2485                          STATION RECOVERY (1971)
 EW2485
 EW2485'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2485'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2498 ***********************************************************************
 EW2498  DESIGNATION -  5 L 22 C OF LA RESET
 EW2498  PID         -  EW2498
 EW2498  STATE/COUNTY-  CA/LOS ANGELES
 EW2498  USGS QUAD   -  SAN FERNANDO (1988)
 EW2498
 EW2498                         *CURRENT SURVEY CONTROL
 EW2498  ___________________________________________________________________
 EW2498* NAD 83(1986)-  34 16 20.     (N)    118 25 42.     (W)     SCALED    
 EW2498* NAVD 88     -       315.74   (+/-2cm)    1035.9    (feet)  VERTCON   
 EW2498  ___________________________________________________________________
 EW2498  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EW2498  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2498
 EW2498.The horizontal coordinates were scaled from a topographic map and have
 EW2498.an estimated accuracy of +/- 6 seconds.
 EW2498
 EW2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2498.The vertical order pertains to the NGVD 29 superseded value.
 EW2498
 EW2498.The geoid height was determined by GEOID03.
 EW2498
 EW2498;                    North         East    Units  Estimated Accuracy
 EW2498;SPC CA 5     -   585,740.    1,960,560.      MT  (+/- 180 meters Scaled)
 EW2498
 EW2498                          SUPERSEDED SURVEY CONTROL
 EW2498
 EW2498  NGVD 29 (??/??/92)  314.943  (m)         1033.28   (f) ADJ UNCH    1 1
 EW2498
 EW2498.Superseded values are not recommended for survey control.
 EW2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2498.See file dsdata.txt to determine how the superseded data were derived.
 EW2498
 EW2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT685932(NAD 83)
 EW2498_MARKER: DE = TRAVERSE STATION DISK
 EW2498_SETTING: 0 = UNSPECIFIED SETTING
 EW2498_STAMPING: 5-L-22 RESET
 EW2498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2498
 EW2498  HISTORY     - Date     Condition        Report By
 EW2498  HISTORY     - UNK      MONUMENTED       CA1980
 EW2498  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2498  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2498
 EW2498                          STATION DESCRIPTION
 EW2498
 EW2498'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2498'IN LOS ANGELES.
 EW2498'STANDARD TRAVERSE MONUMENT PACOIMA I-4B, STAMPED 5-L-22 RESET,
 EW2498'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY NORTHEAST OF AND
 EW2498'PARALLEL TO SAN FERNANDO ROAD, ON THE CENTER LINE PRODUCED, OF
 EW2498'PAXTON STREET, 40.00 FEET NORTHEAST OF THE CENTER LINE OF AND
 EW2498'7.87 FEET NORTHEAST OF A TACK IN LEAD IN THE NORTHEAST CURB OF
 EW2498'SAN FERNANDO ROAD.  THE MONUMENT IS 24 INCHES BELOW GRADE.
 EW2498
 EW2498                          STATION RECOVERY (1971)
 EW2498
 EW2498'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2498'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0540 ***********************************************************************
 DY0540  DESIGNATION -  5 LA 1 LACFCD
 DY0540  PID         -  DY0540
 DY0540  STATE/COUNTY-  CA/LOS ANGELES
 DY0540  USGS QUAD   -  SOUTH GATE (1981)
 DY0540
 DY0540                         *CURRENT SURVEY CONTROL
 DY0540  ___________________________________________________________________
 DY0540* NAD 83(1986)-  33 57 11.     (N)    118 09 50.     (W)     SCALED    
 DY0540* NAVD 88     -        33.99   (+/-2cm)     111.5    (feet)  VERTCON   
 DY0540  ___________________________________________________________________
 DY0540  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DY0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0540
 DY0540.The horizontal coordinates were scaled from a topographic map and have
 DY0540.an estimated accuracy of +/- 6 seconds.
 DY0540
 DY0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0540.The vertical order pertains to the NGVD 29 superseded value.
 DY0540
 DY0540.The geoid height was determined by GEOID03.
 DY0540
 DY0540;                    North         East    Units  Estimated Accuracy
 DY0540;SPC CA 5     -   550,270.    1,984,850.      MT  (+/- 180 meters Scaled)
 DY0540
 DY0540                          SUPERSEDED SURVEY CONTROL
 DY0540
 DY0540  NGVD 29 (??/??/92)   33.262  (m)          109.13   (f) ADJ UNCH    1 2
 DY0540
 DY0540.Superseded values are not recommended for survey control.
 DY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0540.See file dsdata.txt to determine how the superseded data were derived.
 DY0540
 DY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT924575(NAD 83)
 DY0540_MARKER: P = PIPE CAP
 DY0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DY0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DY0540_STAMPING: RGOLS 2037 NORTH WEST PROPERTY CORNER
 DY0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0540
 DY0540  HISTORY     - Date     Condition        Report By
 DY0540  HISTORY     - UNK      MONUMENTED       CA-037
 DY0540  HISTORY     - 1939     GOOD             NGS
 DY0540  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0540
 DY0540                          STATION DESCRIPTION
 DY0540
 DY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DY0540'AT SOUTHGATE.
 DY0540'AT SOUTHGATE, LOS ANGELES COUNTY, ON THE SOUTHERN PACIFIC CO.
 DY0540'RAILROAD, AT THE EASTERN AVENUE CROSSING, ABOUT 100 FEET SOUTH OF
 DY0540'THE JUNCTION OF PERRY ROAD, 50 FEET SOUTH OF THE MAIN TRACK, 23
 DY0540'FEET EAST OF THE CENTERLINE OF THE AVENUE, 46 FEET EAST AND 2
 DY0540'FEET NORTH OF THE NORTHEAST CORNER OF A BRICK GARAGE, 8 FEET
 DY0540'NORTHEAST OF POLE 351-429 E, AND 2.5 FEET WEST AND 1 FOOT NORTH OF
 DY0540'A FENCE CORNER.  A LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
 DY0540'STANDARD CAP, STAMPED RGOLS 2037 NORTH WEST PROPERTY CORNER AND SET
 DY0540'IN THE TOP OF A 4-INCH IRON PIPE SET IN CONCRETE
 DY0540
 DY0540                          STATION RECOVERY (1964)
 DY0540
 DY0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1112 ***********************************************************************
 EW1112  DESIGNATION -  5 M
 EW1112  PID         -  EW1112
 EW1112  STATE/COUNTY-  CA/LOS ANGELES
 EW1112  USGS QUAD   -  LOS ANGELES (1994)
 EW1112
 EW1112                         *CURRENT SURVEY CONTROL
 EW1112  ___________________________________________________________________
 EW1112* NAD 83(1986)-  34 00 25.     (N)    118 14 25.     (W)     SCALED    
 EW1112* NAVD 88     -        61.973  (meters)     203.32   (feet)  ADJUSTED  
 EW1112  ___________________________________________________________________
 EW1112  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EW1112  DYNAMIC HT  -          61.906 (meters)     203.10  (feet)  COMP
 EW1112  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 EW1112
 EW1112  VERT ORDER  -  FIRST     CLASS II
 EW1112
 EW1112.The horizontal coordinates were scaled from a topographic map and have
 EW1112.an estimated accuracy of +/- 6 seconds.
 EW1112
 EW1112.The orthometric height was determined by differential leveling
 EW1112.and adjusted in May 1999.
 EW1112
 EW1112.The geoid height was determined by GEOID03.
 EW1112
 EW1112.The dynamic height is computed by dividing the NAVD 88
 EW1112.geopotential number by the normal gravity value computed on the
 EW1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1112.degrees latitude (g = 980.6199 gals.).
 EW1112
 EW1112.The modeled gravity was interpolated from observed gravity values.
 EW1112
 EW1112;                    North         East    Units  Estimated Accuracy
 EW1112;SPC CA 5     -   556,260.    1,977,800.      MT  (+/- 180 meters Scaled)
 EW1112
 EW1112                          SUPERSEDED SURVEY CONTROL
 EW1112
 EW1112  NGVD 29 (??/??/92)   61.457  (m)          201.63   (f) ADJ UNCH    1 2
 EW1112
 EW1112.Superseded values are not recommended for survey control.
 EW1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1112.See file dsdata.txt to determine how the superseded data were derived.
 EW1112
 EW1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854636(NAD 83)
 EW1112_MARKER: DB = BENCH MARK DISK
 EW1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1112_STAMPING: 5 M 201.80
 EW1112_MARK LOGO: CA-037
 EW1112_PROJECTION: FLUSH
 EW1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1112+STABILITY: SURFACE MOTION
 EW1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1112+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1997
 EW1112
 EW1112  HISTORY     - Date     Condition        Report By
 EW1112  HISTORY     - UNK      MONUMENTED       CA-037
 EW1112  HISTORY     - 1964     GOOD             NGS
 EW1112  HISTORY     - 19970722 GOOD             MWDSC
 EW1112
 EW1112                          STATION DESCRIPTION
 EW1112
 EW1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1112'AT LOS ANGELES.
 EW1112'AT LOS ANGELES, AT THE INTERSECTION OF ALAMEDA AND 42ND STREETS,
 EW1112'78.3 FEET WEST OF THE WEST CURB OF ALAMEDA STREET, 2.0 FEET SOUTH
 EW1112'OF THE SOUTH CURB OF 42ND STREET, AND SET IN THE TOP OF A
 EW1112'CONCRETE POST 0.1 FOOT UNDER GROUND.
 EW1112
 EW1112                          STATION RECOVERY (1997)
 EW1112
 EW1112'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 EW1112'IN THE CITY OF LOS ANGELES, ON THE SOUTHWESTERLY CORNER OF THE
 EW1112'INTERSECTION OF ALAMEDA ST AND 42ND ST, 23 FT (7.0 M) SOUTHERLY OF THE
 EW1112'CENTERLINE OF 42ND ST AND 78.3 FT (23.9 M) WESTERLY OF THE WESTERLY
 EW1112'CURB OF ALAMEDA ST, LOCATED ON THE WESTERLY SIDE OF THE 2ND DRIVEWAY
 EW1112'FROM THE SOUTHWESTERLY CORNER.  NOTE--SETTING/INSCRIBED AGENCY
 EW1112'REPORTED AS LA CO DPW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2564 ***********************************************************************
 EW2564  DESIGNATION -  5 M 20 C OF LA
 EW2564  PID         -  EW2564
 EW2564  STATE/COUNTY-  CA/LOS ANGELES
 EW2564  USGS QUAD   -  SAN FERNANDO (1988)
 EW2564
 EW2564                         *CURRENT SURVEY CONTROL
 EW2564  ___________________________________________________________________
 EW2564* NAD 83(1986)-  34 17 00.     (N)    118 24 15.     (W)     SCALED    
 EW2564* NAVD 88     -       355.452  (meters)    1166.18   (feet)  READJUSTED
 EW2564  ___________________________________________________________________
 EW2564  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW2564  DYNAMIC HT  -         355.060 (meters)    1164.89  (feet)  COMP
 EW2564  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 EW2564
 EW2564  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2564
 EW2564.The horizontal coordinates were scaled from a topographic map and have
 EW2564.an estimated accuracy of +/- 6 seconds.
 EW2564
 EW2564.The orthometric height was determined by differential leveling
 EW2564.and adjusted in September 2004.
 EW2564.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2564.distribution rate of 1.1 thru 2.0 mm/km.
 EW2564.The height was derived from older observations constrained to new
 EW2564.heights in a crustal motion area.  The height is approximate in
 EW2564.relation to other heights in its vicinity.
 EW2564
 EW2564.The geoid height was determined by GEOID03.
 EW2564
 EW2564.The dynamic height is computed by dividing the NAVD 88
 EW2564.geopotential number by the normal gravity value computed on the
 EW2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2564.degrees latitude (g = 980.6199 gals.).
 EW2564
 EW2564.The modeled gravity was interpolated from observed gravity values.
 EW2564
 EW2564;                    North         East    Units  Estimated Accuracy
 EW2564;SPC CA 5     -   586,970.    1,962,790.      MT  (+/- 180 meters Scaled)
 EW2564
 EW2564                          SUPERSEDED SURVEY CONTROL
 EW2564
 EW2564  NGVD 29 (??/??/92)  354.386  (m)         1162.68   (f) ADJ UNCH    1 1
 EW2564
 EW2564.Superseded values are not recommended for survey control.
 EW2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2564.See file dsdata.txt to determine how the superseded data were derived.
 EW2564
 EW2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT707944(NAD 83)
 EW2564_MARKER: DE = TRAVERSE STATION DISK
 EW2564_SETTING: 0 = UNSPECIFIED SETTING
 EW2564_STAMPING: 5-M-20 1940
 EW2564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2564
 EW2564  HISTORY     - Date     Condition        Report By
 EW2564  HISTORY     - 1940     MONUMENTED       CA1980
 EW2564  HISTORY     - 1968     GOOD             CA1980
 EW2564  HISTORY     - 1971     GOOD             CA1980
 EW2564
 EW2564                          STATION DESCRIPTION
 EW2564
 EW2564'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2564'IN LOS ANGELES.
 EW2564'STANDARD TRAVERSE MONUMENT PACOIMA L-2B, STAMPED 5-M-20 1940,
 EW2564'ON THE CENTER LINE OF FOOTHILL BOULEVARD, 267.40 FEET SOUTHEAST
 EW2564'OF THE CENTER LINE OF FILMORE STREET.
 EW2564
 EW2564                          STATION RECOVERY (1971)
 EW2564
 EW2564'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2562 ***********************************************************************
 EW2562  DESIGNATION -  5 M 21 C OF LA
 EW2562  PID         -  EW2562
 EW2562  STATE/COUNTY-  CA/LOS ANGELES
 EW2562  USGS QUAD   -  SAN FERNANDO (1988)
 EW2562
 EW2562                         *CURRENT SURVEY CONTROL
 EW2562  ___________________________________________________________________
 EW2562* NAD 83(1986)-  34 16 39.     (N)    118 23 55.     (W)     SCALED    
 EW2562* NAVD 88     -       348.811  (meters)    1144.39   (feet)  READJUSTED
 EW2562  ___________________________________________________________________
 EW2562  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2562  DYNAMIC HT  -         348.430 (meters)    1143.14  (feet)  COMP
 EW2562  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 EW2562
 EW2562  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2562
 EW2562.The horizontal coordinates were scaled from a topographic map and have
 EW2562.an estimated accuracy of +/- 6 seconds.
 EW2562
 EW2562.The orthometric height was determined by differential leveling
 EW2562.and adjusted in September 2004.
 EW2562.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2562.distribution rate of 1.1 thru 2.0 mm/km.
 EW2562.The height was derived from older observations constrained to new
 EW2562.heights in a crustal motion area.  The height is approximate in
 EW2562.relation to other heights in its vicinity.
 EW2562
 EW2562.The geoid height was determined by GEOID03.
 EW2562
 EW2562.The dynamic height is computed by dividing the NAVD 88
 EW2562.geopotential number by the normal gravity value computed on the
 EW2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2562.degrees latitude (g = 980.6199 gals.).
 EW2562
 EW2562.The modeled gravity was interpolated from observed gravity values.
 EW2562
 EW2562;                    North         East    Units  Estimated Accuracy
 EW2562;SPC CA 5     -   586,320.    1,963,300.      MT  (+/- 180 meters Scaled)
 EW2562
 EW2562                          SUPERSEDED SURVEY CONTROL
 EW2562
 EW2562  NGVD 29 (??/??/92)  347.747  (m)         1140.90   (f) ADJ UNCH    1 1
 EW2562
 EW2562.Superseded values are not recommended for survey control.
 EW2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2562.See file dsdata.txt to determine how the superseded data were derived.
 EW2562
 EW2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712938(NAD 83)
 EW2562_MARKER: DE = TRAVERSE STATION DISK
 EW2562_SETTING: 0 = UNSPECIFIED SETTING
 EW2562_STAMPING: 5-M-21 1940
 EW2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2562
 EW2562  HISTORY     - Date     Condition        Report By
 EW2562  HISTORY     - 1940     MONUMENTED       CA1980
 EW2562  HISTORY     - 1968     GOOD             CA1980
 EW2562  HISTORY     - 1971     GOOD             CA1980
 EW2562
 EW2562                          STATION DESCRIPTION
 EW2562
 EW2562'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2562'IN LOS ANGELES.
 EW2562'STANDARD TRAVERSE MONUMENT SUNLAND A-3B, STAMPED 5-M-21 1940,
 EW2562'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2562'PIERCE STREET.
 EW2562
 EW2562                          STATION RECOVERY (1971)
 EW2562
 EW2562'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2560 ***********************************************************************
 EW2560  DESIGNATION -  5 M 22 C OF LA
 EW2560  PID         -  EW2560
 EW2560  STATE/COUNTY-  CA/LOS ANGELES
 EW2560  USGS QUAD   -  SAN FERNANDO (1988)
 EW2560
 EW2560                         *CURRENT SURVEY CONTROL
 EW2560  ___________________________________________________________________
 EW2560* NAD 83(1986)-  34 16 25.     (N)    118 23 40.     (W)     SCALED    
 EW2560* NAVD 88     -       330.151  (meters)    1083.17   (feet)  READJUSTED
 EW2560  ___________________________________________________________________
 EW2560  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EW2560  DYNAMIC HT  -         329.790 (meters)    1081.99  (feet)  COMP
 EW2560  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 EW2560
 EW2560  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2560
 EW2560.The horizontal coordinates were scaled from a topographic map and have
 EW2560.an estimated accuracy of +/- 6 seconds.
 EW2560
 EW2560.The orthometric height was determined by differential leveling
 EW2560.and adjusted in September 2004.
 EW2560.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2560.distribution rate of 1.1 thru 2.0 mm/km.
 EW2560.The height was derived from older observations constrained to new
 EW2560.heights in a crustal motion area.  The height is approximate in
 EW2560.relation to other heights in its vicinity.
 EW2560
 EW2560.The geoid height was determined by GEOID03.
 EW2560
 EW2560.The dynamic height is computed by dividing the NAVD 88
 EW2560.geopotential number by the normal gravity value computed on the
 EW2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2560.degrees latitude (g = 980.6199 gals.).
 EW2560
 EW2560.The modeled gravity was interpolated from observed gravity values.
 EW2560
 EW2560;                    North         East    Units  Estimated Accuracy
 EW2560;SPC CA 5     -   585,880.    1,963,680.      MT  (+/- 180 meters Scaled)
 EW2560
 EW2560                          SUPERSEDED SURVEY CONTROL
 EW2560
 EW2560  NGVD 29 (??/??/92)  329.093  (m)         1079.70   (f) ADJ UNCH    1 1
 EW2560
 EW2560.Superseded values are not recommended for survey control.
 EW2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2560.See file dsdata.txt to determine how the superseded data were derived.
 EW2560
 EW2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT716933(NAD 83)
 EW2560_MARKER: DE = TRAVERSE STATION DISK
 EW2560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2560_SP_SET: RIGHT OF WAY
 EW2560_STAMPING: 5-M-22 1941
 EW2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2560
 EW2560  HISTORY     - Date     Condition        Report By
 EW2560  HISTORY     - 1941     MONUMENTED       CA1980
 EW2560  HISTORY     - 1968     GOOD             CA1980
 EW2560  HISTORY     - 1971     GOOD             CA1980
 EW2560
 EW2560                          STATION DESCRIPTION
 EW2560
 EW2560'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2560'IN LOS ANGELES.
 EW2560'STANDARD TRAVERSE MONUMENT SUNLAND A-4B, STAMPED 5-M-22 1941,
 EW2560'ON THE SOUTHEASTERLY PRODUCTION OF THE CENTER LINE TANGENT OF
 EW2560'FOOTHILL BOULEVARD FROM THE NORTHWEST, 433.34 FEET SOUTHEAST
 EW2560'OF THE CENTER LINE OF OSBORNE STREET, AT THE CENTER OF THE
 EW2560'CONCRETE PAVEMENT IN THE FORMER RIGHT OF WAY OF STONEHURST
 EW2560'AVENUE (NOW AN UNNAMED SERVICE ROAD IN HANSEN DAM PARK), ABOUT
 EW2560'175 FEET SOUTH OF THE SOUTH PROPERTY LINE OF THE CURVE, IN
 EW2560'FOOTHILL BOULEVARD, EAST OF OSBORNE STREET.
 EW2560
 EW2560                          STATION RECOVERY (1971)
 EW2560
 EW2560'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2556 ***********************************************************************
 EW2556  DESIGNATION -  5 N 20 C OF LA
 EW2556  PID         -  EW2556
 EW2556  STATE/COUNTY-  CA/LOS ANGELES
 EW2556  USGS QUAD   -  SAN FERNANDO (1988)
 EW2556
 EW2556                         *CURRENT SURVEY CONTROL
 EW2556  ___________________________________________________________________
 EW2556* NAD 83(1986)-  34 16 23.     (N)    118 23 19.     (W)     SCALED    
 EW2556* NAVD 88     -       328.262  (meters)    1076.97   (feet)  READJUSTED
 EW2556  ___________________________________________________________________
 EW2556  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 EW2556  DYNAMIC HT  -         327.900 (meters)    1075.79  (feet)  COMP
 EW2556  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 EW2556
 EW2556  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2556
 EW2556.The horizontal coordinates were scaled from a topographic map and have
 EW2556.an estimated accuracy of +/- 6 seconds.
 EW2556
 EW2556.The orthometric height was determined by differential leveling
 EW2556.and adjusted in September 2004.
 EW2556.The height was derived from older observations constrained to new
 EW2556.heights in a crustal motion area.  The height is approximate in
 EW2556.relation to other heights in its vicinity.
 EW2556
 EW2556.The geoid height was determined by GEOID03.
 EW2556
 EW2556.The dynamic height is computed by dividing the NAVD 88
 EW2556.geopotential number by the normal gravity value computed on the
 EW2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2556.degrees latitude (g = 980.6199 gals.).
 EW2556
 EW2556.The modeled gravity was interpolated from observed gravity values.
 EW2556
 EW2556;                    North         East    Units  Estimated Accuracy
 EW2556;SPC CA 5     -   585,820.    1,964,220.      MT  (+/- 180 meters Scaled)
 EW2556
 EW2556                          SUPERSEDED SURVEY CONTROL
 EW2556
 EW2556  NGVD 29 (??/??/92)  327.203  (m)         1073.50   (f) ADJ UNCH    1 1
 EW2556
 EW2556.Superseded values are not recommended for survey control.
 EW2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2556.See file dsdata.txt to determine how the superseded data were derived.
 EW2556
 EW2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT721933(NAD 83)
 EW2556_MARKER: DE = TRAVERSE STATION DISK
 EW2556_SETTING: 0 = UNSPECIFIED SETTING
 EW2556_STAMPING: 5-N-20 1940
 EW2556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2556
 EW2556  HISTORY     - Date     Condition        Report By
 EW2556  HISTORY     - 1940     MONUMENTED       CA1980
 EW2556  HISTORY     - 1968     GOOD             CA1980
 EW2556  HISTORY     - 1971     GOOD             CA1980
 EW2556
 EW2556                          STATION DESCRIPTION
 EW2556
 EW2556'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2556'IN LOS ANGELES.
 EW2556'STANDARD TRAVERSE MONUMENT SUNLAND B-4B, STAMPED 5-N-20 1940,
 EW2556'ON THE CENTER LINE OF FOOTHILL BOULEVARD, 307.22 FEET WEST OF
 EW2556'THE CENTER LINE OF GLADSTONE AVENUE.
 EW2556
 EW2556                          STATION RECOVERY (1971)
 EW2556
 EW2556'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2557 ***********************************************************************
 EW2557  DESIGNATION -  5 N 21 C OF LA
 EW2557  PID         -  EW2557
 EW2557  STATE/COUNTY-  CA/LOS ANGELES
 EW2557  USGS QUAD   -  SAN FERNANDO (1988)
 EW2557
 EW2557                         *CURRENT SURVEY CONTROL
 EW2557  ___________________________________________________________________
 EW2557* NAD 83(1986)-  34 16 25.     (N)    118 22 56.     (W)     SCALED    
 EW2557* NAVD 88     -       327.765  (meters)    1075.34   (feet)  READJUSTED
 EW2557  ___________________________________________________________________
 EW2557  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EW2557  DYNAMIC HT  -         327.410 (meters)    1074.18  (feet)  COMP
 EW2557  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 EW2557
 EW2557  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2557
 EW2557.The horizontal coordinates were scaled from a topographic map and have
 EW2557.an estimated accuracy of +/- 6 seconds.
 EW2557
 EW2557.The orthometric height was determined by differential leveling
 EW2557.and adjusted in September 2004.
 EW2557.The height was derived from older observations constrained to new
 EW2557.heights in a crustal motion area.  The height is approximate in
 EW2557.relation to other heights in its vicinity.
 EW2557
 EW2557.The geoid height was determined by GEOID03.
 EW2557
 EW2557.The dynamic height is computed by dividing the NAVD 88
 EW2557.geopotential number by the normal gravity value computed on the
 EW2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2557.degrees latitude (g = 980.6199 gals.).
 EW2557
 EW2557.The modeled gravity was interpolated from observed gravity values.
 EW2557
 EW2557;                    North         East    Units  Estimated Accuracy
 EW2557;SPC CA 5     -   585,880.    1,964,800.      MT  (+/- 180 meters Scaled)
 EW2557
 EW2557                          SUPERSEDED SURVEY CONTROL
 EW2557
 EW2557  NGVD 29 (??/??/92)  326.706  (m)         1071.87   (f) ADJ UNCH    1 1
 EW2557
 EW2557.Superseded values are not recommended for survey control.
 EW2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2557.See file dsdata.txt to determine how the superseded data were derived.
 EW2557
 EW2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT727933(NAD 83)
 EW2557_MARKER: DE = TRAVERSE STATION DISK
 EW2557_SETTING: 0 = UNSPECIFIED SETTING
 EW2557_STAMPING: 5-N-21-1940
 EW2557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2557
 EW2557  HISTORY     - Date     Condition        Report By
 EW2557  HISTORY     - 1940     MONUMENTED       CA1980
 EW2557  HISTORY     - 1968     GOOD             CA1980
 EW2557  HISTORY     - 1971     GOOD             CA1980
 EW2557
 EW2557                          STATION DESCRIPTION
 EW2557
 EW2557'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2557'IN LOS ANGELES.
 EW2557'STANDARD TRAVERSE MONUMENT SUNLAND C-4B, STAMPED 5-N-21 1940,
 EW2557'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2557'FENTON AVENUE.
 EW2557
 EW2557                          STATION RECOVERY (1971)
 EW2557
 EW2557'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2559 ***********************************************************************
 EW2559  DESIGNATION -  5 N 22 C OF LA
 EW2559  PID         -  EW2559
 EW2559  STATE/COUNTY-  CA/LOS ANGELES
 EW2559  USGS QUAD   -  SAN FERNANDO (1988)
 EW2559
 EW2559                         *CURRENT SURVEY CONTROL
 EW2559  ___________________________________________________________________
 EW2559* NAD 83(1986)-  34 16 28.     (N)    118 22 38.     (W)     SCALED    
 EW2559* NAVD 88     -       334.426  (meters)    1097.20   (feet)  READJUSTED
 EW2559  ___________________________________________________________________
 EW2559  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 EW2559  DYNAMIC HT  -         334.060 (meters)    1096.00  (feet)  COMP
 EW2559  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 EW2559
 EW2559  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2559
 EW2559.The horizontal coordinates were scaled from a topographic map and have
 EW2559.an estimated accuracy of +/- 6 seconds.
 EW2559
 EW2559.The orthometric height was determined by differential leveling
 EW2559.and adjusted in September 2004.
 EW2559.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2559.distribution rate of 1.1 thru 2.0 mm/km.
 EW2559.The height was derived from older observations constrained to new
 EW2559.heights in a crustal motion area.  The height is approximate in
 EW2559.relation to other heights in its vicinity.
 EW2559
 EW2559.The geoid height was determined by GEOID03.
 EW2559
 EW2559.The dynamic height is computed by dividing the NAVD 88
 EW2559.geopotential number by the normal gravity value computed on the
 EW2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2559.degrees latitude (g = 980.6199 gals.).
 EW2559
 EW2559.The modeled gravity was interpolated from observed gravity values.
 EW2559
 EW2559;                    North         East    Units  Estimated Accuracy
 EW2559;SPC CA 5     -   585,970.    1,965,260.      MT  (+/- 180 meters Scaled)
 EW2559
 EW2559                          SUPERSEDED SURVEY CONTROL
 EW2559
 EW2559  NGVD 29 (??/??/92)  333.366  (m)         1093.72   (f) ADJ UNCH    1 1
 EW2559
 EW2559.Superseded values are not recommended for survey control.
 EW2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2559.See file dsdata.txt to determine how the superseded data were derived.
 EW2559
 EW2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT732934(NAD 83)
 EW2559_MARKER: DE = TRAVERSE STATION DISK
 EW2559_SETTING: 0 = UNSPECIFIED SETTING
 EW2559_STAMPING: 5-N-22 1940
 EW2559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2559
 EW2559  HISTORY     - Date     Condition        Report By
 EW2559  HISTORY     - 1940     MONUMENTED       CA1980
 EW2559  HISTORY     - 1968     GOOD             CA1980
 EW2559  HISTORY     - 1971     GOOD             CA1980
 EW2559
 EW2559                          STATION DESCRIPTION
 EW2559
 EW2559'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2559'IN LOS ANGELES.
 EW2559'STANDARD TRAVERSE MONUMENT SUNLAND C-4C, STAMPED 5-N-22 1940,
 EW2559'ON THE CENTER LINE OF FOOTHILL BOULEVARD, 54.83 FEET EAST OF
 EW2559'THE CENTER LINE OF ELDRIDGE AVENUE.
 EW2559
 EW2559                          STATION RECOVERY (1971)
 EW2559
 EW2559'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2463 ***********************************************************************
 EW2463  DESIGNATION -  5 N 23 C OF LA
 EW2463  PID         -  EW2463
 EW2463  STATE/COUNTY-  CA/LOS ANGELES
 EW2463  USGS QUAD   -  SUNLAND (1995)
 EW2463
 EW2463                         *CURRENT SURVEY CONTROL
 EW2463  ___________________________________________________________________
 EW2463* NAD 83(1986)-  34 16 26.     (N)    118 22 05.     (W)     SCALED    
 EW2463* NAVD 88     -       334.523  (meters)    1097.51   (feet)  READJUSTED
 EW2463  ___________________________________________________________________
 EW2463  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 EW2463  DYNAMIC HT  -         334.160 (meters)    1096.32  (feet)  COMP
 EW2463  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 EW2463
 EW2463  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2463
 EW2463.The horizontal coordinates were scaled from a topographic map and have
 EW2463.an estimated accuracy of +/- 6 seconds.
 EW2463
 EW2463.The orthometric height was determined by differential leveling
 EW2463.and adjusted in September 2004.
 EW2463.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2463.distribution rate of 1.1 thru 2.0 mm/km.
 EW2463.The height was derived from older observations constrained to new
 EW2463.heights in a crustal motion area.  The height is approximate in
 EW2463.relation to other heights in its vicinity.
 EW2463
 EW2463.The geoid height was determined by GEOID03.
 EW2463
 EW2463.The dynamic height is computed by dividing the NAVD 88
 EW2463.geopotential number by the normal gravity value computed on the
 EW2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2463.degrees latitude (g = 980.6199 gals.).
 EW2463
 EW2463.The modeled gravity was interpolated from observed gravity values.
 EW2463
 EW2463;                    North         East    Units  Estimated Accuracy
 EW2463;SPC CA 5     -   585,910.    1,966,110.      MT  (+/- 180 meters Scaled)
 EW2463
 EW2463                          SUPERSEDED SURVEY CONTROL
 EW2463
 EW2463  NGVD 29 (??/??/92)  333.468  (m)         1094.05   (f) ADJ UNCH    1 1
 EW2463
 EW2463.Superseded values are not recommended for survey control.
 EW2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2463.See file dsdata.txt to determine how the superseded data were derived.
 EW2463
 EW2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT740933(NAD 83)
 EW2463_MARKER: DE = TRAVERSE STATION DISK
 EW2463_SETTING: 0 = UNSPECIFIED SETTING
 EW2463_STAMPING: 5-N-23
 EW2463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2463
 EW2463  HISTORY     - Date     Condition        Report By
 EW2463  HISTORY     - UNK      MONUMENTED       CA1980
 EW2463  HISTORY     - 1968     GOOD             CA1980
 EW2463  HISTORY     - 1971     GOOD             CA1980
 EW2463
 EW2463                          STATION DESCRIPTION
 EW2463
 EW2463'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2463'IN LOS ANGELES.
 EW2463'STANDARD TRAVERSE MONUMENT SUNLAND D-4B, STAMPED 5-N-23, ON THE
 EW2463'CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND ORCAS AVENUE.
 EW2463
 EW2463                          STATION RECOVERY (1971)
 EW2463
 EW2463'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2403 ***********************************************************************
 HS2403  DESIGNATION -  5 NWW
 HS2403  PID         -  HS2403
 HS2403  STATE/COUNTY-  CA/STANISLAUS
 HS2403  USGS QUAD   -  NEWMAN (1978)
 HS2403
 HS2403                         *CURRENT SURVEY CONTROL
 HS2403  ___________________________________________________________________
 HS2403* NAD 83(1986)-  37 19 01.     (N)    121 01 31.     (W)     SCALED    
 HS2403* NAVD 88     -        28.24   (+/-2cm)      92.7    (feet)  VERTCON   
 HS2403  ___________________________________________________________________
 HS2403  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HS2403  VERT ORDER  -  THIRD (See Below)
 HS2403
 HS2403.The horizontal coordinates were scaled from a topographic map and have
 HS2403.an estimated accuracy of +/- 6 seconds.
 HS2403
 HS2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2403.The vertical order pertains to the NGVD 29 superseded value.
 HS2403
 HS2403.The geoid height was determined by GEOID03.
 HS2403
 HS2403;                    North         East    Units  Estimated Accuracy
 HS2403;SPC CA 3     -   590,800.    1,953,440.      MT  (+/- 180 meters Scaled)
 HS2403
 HS2403                          SUPERSEDED SURVEY CONTROL
 HS2403
 HS2403  NGVD 29 (??/??/??)   27.49   (m)           90.2    (f) RESET       3  
 HS2403
 HS2403.Superseded values are not recommended for survey control.
 HS2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2403.See file dsdata.txt to determine how the superseded data were derived.
 HS2403
 HS2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG749318(NAD 83)
 HS2403_MARKER: R = RIVET
 HS2403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2403_SP_SET: CONCRETE
 HS2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2403
 HS2403  HISTORY     - Date     Condition        Report By
 HS2403  HISTORY     - UNK      MONUMENTED       CA2390
 HS2403  HISTORY     - 1958     GOOD             NGS
 HS2403  HISTORY     - 1965     GOOD             NGS
 HS2403
 HS2403                          STATION DESCRIPTION
 HS2403
 HS2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2403'AT NEWMAN.
 HS2403'AT NEWMAN, STANISLAUS COUNTY, 11 FEET NORTHEAST OF THE CENTER
 HS2403'OF THE INTERSECTION OF KERN AND P STREETS, BENEATH A CAST-IRON
 HS2403'MONUMENT COVER, AND 8 INCHES BELOW THE PAVEMENT.  A BRASS PIN
 HS2403'SET IN CONCRETE.  NOTE-- RECOVERED IN THE NORTH HALF OF SECTION
 HS2403'19, T7S, R9E.
 HS2403
 HS2403                          STATION RECOVERY (1965)
 HS2403
 HS2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2460 ***********************************************************************
 EW2460  DESIGNATION -  5 O 20 C OF LA
 EW2460  PID         -  EW2460
 EW2460  STATE/COUNTY-  CA/LOS ANGELES
 EW2460  USGS QUAD   -  SUNLAND (1995)
 EW2460
 EW2460                         *CURRENT SURVEY CONTROL
 EW2460  ___________________________________________________________________
 EW2460* NAD 83(1986)-  34 16 26.     (N)    118 21 42.     (W)     SCALED    
 EW2460* NAVD 88     -       344.369  (meters)    1129.82   (feet)  READJUSTED
 EW2460  ___________________________________________________________________
 EW2460  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 EW2460  DYNAMIC HT  -         343.990 (meters)    1128.57  (feet)  COMP
 EW2460  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 EW2460
 EW2460  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2460
 EW2460.The horizontal coordinates were scaled from a topographic map and have
 EW2460.an estimated accuracy of +/- 6 seconds.
 EW2460
 EW2460.The orthometric height was determined by differential leveling
 EW2460.and adjusted in September 2004.
 EW2460.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2460.distribution rate of 1.1 thru 2.0 mm/km.
 EW2460.The height was derived from older observations constrained to new
 EW2460.heights in a crustal motion area.  The height is approximate in
 EW2460.relation to other heights in its vicinity.
 EW2460
 EW2460.The geoid height was determined by GEOID03.
 EW2460
 EW2460.The dynamic height is computed by dividing the NAVD 88
 EW2460.geopotential number by the normal gravity value computed on the
 EW2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2460.degrees latitude (g = 980.6199 gals.).
 EW2460
 EW2460.The modeled gravity was interpolated from observed gravity values.
 EW2460
 EW2460;                    North         East    Units  Estimated Accuracy
 EW2460;SPC CA 5     -   585,900.    1,966,700.      MT  (+/- 180 meters Scaled)
 EW2460
 EW2460                          SUPERSEDED SURVEY CONTROL
 EW2460
 EW2460  NGVD 29 (??/??/92)  343.313  (m)         1126.35   (f) ADJ UNCH    1 1
 EW2460
 EW2460.Superseded values are not recommended for survey control.
 EW2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2460.See file dsdata.txt to determine how the superseded data were derived.
 EW2460
 EW2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT746933(NAD 83)
 EW2460_MARKER: DE = TRAVERSE STATION DISK
 EW2460_SETTING: 0 = UNSPECIFIED SETTING
 EW2460_STAMPING: 5-O-20
 EW2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2460
 EW2460  HISTORY     - Date     Condition        Report By
 EW2460  HISTORY     - UNK      MONUMENTED       CA1980
 EW2460  HISTORY     - 1968     GOOD             CA1980
 EW2460  HISTORY     - 1971     GOOD             CA1980
 EW2460
 EW2460                          STATION DESCRIPTION
 EW2460
 EW2460'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2460'IN LOS ANGELES.
 EW2460'STANDARD TRAVERSE MONUMENT SUNLAND E-4B, STAMPED 5-0-20, IN
 EW2460'FOOTHILL BOULEVARD, ON THE FIRST CENTER LINE ANGLE POINT WEST
 EW2460'OF CHRISTY AVENUE, ABOUT 2046 FEET EAST OF THE CENTER LINE OF
 EW2460'ORCAS AVENUE.
 EW2460
 EW2460                          STATION RECOVERY (1971)
 EW2460
 EW2460'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2457 ***********************************************************************
 EW2457  DESIGNATION -  5 O 21 C OF LA
 EW2457  PID         -  EW2457
 EW2457  STATE/COUNTY-  CA/LOS ANGELES
 EW2457  USGS QUAD   -  SUNLAND (1995)
 EW2457
 EW2457                         *CURRENT SURVEY CONTROL
 EW2457  ___________________________________________________________________
 EW2457* NAD 83(1986)-  34 16 22.     (N)    118 21 09.     (W)     SCALED    
 EW2457* NAVD 88     -       351.963  (meters)    1154.73   (feet)  READJUSTED
 EW2457  ___________________________________________________________________
 EW2457  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 EW2457  DYNAMIC HT  -         351.580 (meters)    1153.48  (feet)  COMP
 EW2457  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 EW2457
 EW2457  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2457
 EW2457.The horizontal coordinates were scaled from a topographic map and have
 EW2457.an estimated accuracy of +/- 6 seconds.
 EW2457
 EW2457.The orthometric height was determined by differential leveling
 EW2457.and adjusted in September 2004.
 EW2457.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2457.distribution rate of 0.0 thru 1.0 mm/km.
 EW2457.The height was derived from older observations constrained to new
 EW2457.heights in a crustal motion area.  The height is approximate in
 EW2457.relation to other heights in its vicinity.
 EW2457
 EW2457.The geoid height was determined by GEOID03.
 EW2457
 EW2457.The dynamic height is computed by dividing the NAVD 88
 EW2457.geopotential number by the normal gravity value computed on the
 EW2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2457.degrees latitude (g = 980.6199 gals.).
 EW2457
 EW2457.The modeled gravity was interpolated from observed gravity values.
 EW2457
 EW2457;                    North         East    Units  Estimated Accuracy
 EW2457;SPC CA 5     -   585,780.    1,967,540.      MT  (+/- 180 meters Scaled)
 EW2457
 EW2457                          SUPERSEDED SURVEY CONTROL
 EW2457
 EW2457  NGVD 29 (??/??/92)  350.907  (m)         1151.27   (f) ADJ UNCH    1 1
 EW2457
 EW2457.Superseded values are not recommended for survey control.
 EW2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2457.See file dsdata.txt to determine how the superseded data were derived.
 EW2457
 EW2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT754932(NAD 83)
 EW2457_MARKER: DE = TRAVERSE STATION DISK
 EW2457_SETTING: 0 = UNSPECIFIED SETTING
 EW2457_STAMPING: 5-O-21 1942
 EW2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2457
 EW2457  HISTORY     - Date     Condition        Report By
 EW2457  HISTORY     - 1942     MONUMENTED       CA1980
 EW2457  HISTORY     - 1968     GOOD             CA1980
 EW2457  HISTORY     - 1971     GOOD             CA1980
 EW2457
 EW2457                          STATION DESCRIPTION
 EW2457
 EW2457'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2457'IN LOS ANGELES.
 EW2457'STANDARD TRAVERSE MONUMENT SUNLAND F-4B, STAMPED 5-0-21 1942,
 EW2457'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2457'WHEATLAND AVENUE.
 EW2457
 EW2457                          STATION RECOVERY (1971)
 EW2457
 EW2457'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2455 ***********************************************************************
 EW2455  DESIGNATION -  5 O 22 C OF LA
 EW2455  PID         -  EW2455
 EW2455  STATE/COUNTY-  CA/LOS ANGELES
 EW2455  USGS QUAD   -  SUNLAND (1995)
 EW2455
 EW2455                         *CURRENT SURVEY CONTROL
 EW2455  ___________________________________________________________________
 EW2455* NAD 83(1986)-  34 16 21.     (N)    118 20 55.     (W)     SCALED    
 EW2455* NAVD 88     -       352.288  (meters)    1155.80   (feet)  READJUSTED
 EW2455  ___________________________________________________________________
 EW2455  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EW2455  DYNAMIC HT  -         351.900 (meters)    1154.53  (feet)  COMP
 EW2455  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 EW2455
 EW2455  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2455
 EW2455.The horizontal coordinates were scaled from a topographic map and have
 EW2455.an estimated accuracy of +/- 6 seconds.
 EW2455
 EW2455.The orthometric height was determined by differential leveling
 EW2455.and adjusted in September 2004.
 EW2455.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2455.distribution rate of 0.0 thru 1.0 mm/km.
 EW2455.The height was derived from older observations constrained to new
 EW2455.heights in a crustal motion area.  The height is approximate in
 EW2455.relation to other heights in its vicinity.
 EW2455
 EW2455.The geoid height was determined by GEOID03.
 EW2455
 EW2455.The dynamic height is computed by dividing the NAVD 88
 EW2455.geopotential number by the normal gravity value computed on the
 EW2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2455.degrees latitude (g = 980.6199 gals.).
 EW2455
 EW2455.The modeled gravity was interpolated from observed gravity values.
 EW2455
 EW2455;                    North         East    Units  Estimated Accuracy
 EW2455;SPC CA 5     -   585,750.    1,967,900.      MT  (+/- 180 meters Scaled)
 EW2455
 EW2455                          SUPERSEDED SURVEY CONTROL
 EW2455
 EW2455  NGVD 29 (??/??/92)  351.232  (m)         1152.33   (f) ADJ UNCH    1 1
 EW2455
 EW2455.Superseded values are not recommended for survey control.
 EW2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2455.See file dsdata.txt to determine how the superseded data were derived.
 EW2455
 EW2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT758931(NAD 83)
 EW2455_MARKER: DE = TRAVERSE STATION DISK
 EW2455_SETTING: 0 = UNSPECIFIED SETTING
 EW2455_STAMPING: 5-O-22
 EW2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2455
 EW2455  HISTORY     - Date     Condition        Report By
 EW2455  HISTORY     - UNK      MONUMENTED       CA1980
 EW2455  HISTORY     - 1968     GOOD             CA1980
 EW2455  HISTORY     - 1971     GOOD             CA1980
 EW2455
 EW2455                          STATION DESCRIPTION
 EW2455
 EW2455'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2455'IN LOS ANGELES.
 EW2455'STANDARD TRAVERSE MONUMENT SUNLAND G-4B, STAMPED 5-0-22, ON
 EW2455'THE CENTER LINE OF FOOTHILL BOULEVARD, 210 FEET NORTHEAST OF
 EW2455'HOUSE NO. 10128, 172.56 FEET NORTHEAST OF THE END OF THE CURVE
 EW2455'THAT IS 1159.71 FEET EAST OF THE CENTER LINE OF WHEATLAND AVENUE.
 EW2455
 EW2455                          STATION RECOVERY (1971)
 EW2455
 EW2455'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2452 ***********************************************************************
 EW2452  DESIGNATION -  5 O 23 C OF LA
 EW2452  PID         -  EW2452
 EW2452  STATE/COUNTY-  CA/LOS ANGELES
 EW2452  USGS QUAD   -  SUNLAND (1995)
 EW2452
 EW2452                         *CURRENT SURVEY CONTROL
 EW2452  ___________________________________________________________________
 EW2452* NAD 83(1986)-  34 16 25.     (N)    118 20 32.     (W)     SCALED    
 EW2452* NAVD 88     -       368.842  (meters)    1210.11   (feet)  READJUSTED
 EW2452  ___________________________________________________________________
 EW2452  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EW2452  DYNAMIC HT  -         368.440 (meters)    1208.79  (feet)  COMP
 EW2452  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 EW2452
 EW2452  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2452
 EW2452.The horizontal coordinates were scaled from a topographic map and have
 EW2452.an estimated accuracy of +/- 6 seconds.
 EW2452
 EW2452.The orthometric height was determined by differential leveling
 EW2452.and adjusted in September 2004.
 EW2452.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2452.distribution rate of 1.1 thru 2.0 mm/km.
 EW2452.The height was derived from older observations constrained to new
 EW2452.heights in a crustal motion area.  The height is approximate in
 EW2452.relation to other heights in its vicinity.
 EW2452
 EW2452.The geoid height was determined by GEOID03.
 EW2452
 EW2452.The dynamic height is computed by dividing the NAVD 88
 EW2452.geopotential number by the normal gravity value computed on the
 EW2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2452.degrees latitude (g = 980.6199 gals.).
 EW2452
 EW2452.The modeled gravity was interpolated from observed gravity values.
 EW2452
 EW2452;                    North         East    Units  Estimated Accuracy
 EW2452;SPC CA 5     -   585,870.    1,968,490.      MT  (+/- 180 meters Scaled)
 EW2452
 EW2452                          SUPERSEDED SURVEY CONTROL
 EW2452
 EW2452  NGVD 29 (??/??/92)  367.784  (m)         1206.64   (f) ADJ UNCH    1 1
 EW2452
 EW2452.Superseded values are not recommended for survey control.
 EW2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2452.See file dsdata.txt to determine how the superseded data were derived.
 EW2452
 EW2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT764933(NAD 83)
 EW2452_MARKER: DE = TRAVERSE STATION DISK
 EW2452_SETTING: 0 = UNSPECIFIED SETTING
 EW2452_STAMPING: 5-O-23
 EW2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2452
 EW2452  HISTORY     - Date     Condition        Report By
 EW2452  HISTORY     - UNK      MONUMENTED       CA1980
 EW2452  HISTORY     - 1968     GOOD             CA1980
 EW2452  HISTORY     - 1971     GOOD             CA1980
 EW2452
 EW2452                          STATION DESCRIPTION
 EW2452
 EW2452'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2452'IN LOS ANGELES.
 EW2452'STANDARD TRAVERSE MONUMENT SUNLAND G-4C, STAMPED 5-0-23, ON THE
 EW2452'CENTER LINE OF FOOTHILL BOULEVARD, OPPOSITE RESIDENCE NO. 9844,
 EW2452'152.18 FEET WESTERLY FROM THE END OF THE CURVE, THE BEGINNING
 EW2452'OF WHICH IS ABOUT 160 FEET SOUTHEAST OF THE NORTHWEST END OF
 EW2452'THE BRIDGE OVER THE NORTHERLY CHANNEL OF THE BIG TUJUNGA WASH,
 EW2452'IMMEDIATELY SOUTH OF CONOVER STREET.
 EW2452
 EW2452                          STATION RECOVERY (1971)
 EW2452
 EW2452'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5426 ***********************************************************************
 DX5426  DESIGNATION -  5 OJA
 DX5426  PID         -  DX5426
 DX5426  STATE/COUNTY-  CA/RIVERSIDE
 DX5426  USGS QUAD   -  LAKEVIEW (1979)
 DX5426
 DX5426                         *CURRENT SURVEY CONTROL
 DX5426  ___________________________________________________________________
 DX5426* NAD 83(1986)-  33 50 12.     (N)    117 04 38.     (W)     SCALED    
 DX5426* NAVD 88     -       472.498  (meters)    1550.19   (feet)  ADJUSTED  
 DX5426  ___________________________________________________________________
 DX5426  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DX5426  DYNAMIC HT  -         471.955 (meters)    1548.41  (feet)  COMP
 DX5426  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 DX5426
 DX5426  VERT ORDER  -  FIRST     CLASS II
 DX5426
 DX5426.The horizontal coordinates were scaled from a topographic map and have
 DX5426.an estimated accuracy of +/- 6 seconds.
 DX5426
 DX5426.The orthometric height was determined by differential leveling
 DX5426.and adjusted in January 1993.
 DX5426
 DX5426.The geoid height was determined by GEOID03.
 DX5426
 DX5426.The dynamic height is computed by dividing the NAVD 88
 DX5426.geopotential number by the normal gravity value computed on the
 DX5426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5426.degrees latitude (g = 980.6199 gals.).
 DX5426
 DX5426.The modeled gravity was interpolated from observed gravity values.
 DX5426
 DX5426;                    North         East    Units  Estimated Accuracy
 DX5426;SPC CA 6     -   685,520.    1,923,430.      MT  (+/- 180 meters Scaled)
 DX5426
 DX5426                          SUPERSEDED SURVEY CONTROL
 DX5426
 DX5426.No superseded survey control is available for this station.
 DX5426
 DX5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT928440(NAD 83)
 DX5426_MARKER: DB = BENCH MARK DISK
 DX5426_SETTING: 80 = SET IN A BOULDER
 DX5426_SP_SET: IN DRILL HOLE IN A BOULDER
 DX5426_STAMPING: 5 OJA 1967
 DX5426_MARK LOGO: MWDSC 
 DX5426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5426+STABILITY: SURFACE MOTION
 DX5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5426+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5426
 DX5426  HISTORY     - Date     Condition        Report By
 DX5426  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5426
 DX5426                          STATION DESCRIPTION
 DX5426
 DX5426'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5426'2.3 MILES (3.7 KM) EAST OF LAKEVIEW, 0.8 MILES (1.3 KM) EAST OF
 DX5426'MCANALLY EGG RANCH, 0.6 MILES (1.0 KM) SOUTHWEST OF INTERSECTION OF
 DX5426'BRIDGE STREET AND RAMONA EXPRESSWAY, 1000 FEET (304.8 M) NORTH OF
 DX5426'ABANDONED QUARRY, 10 FEET (3.0 M) NORTH OF THE EXTENSION OF LAKEVIEW
 DX5426'AVE, FOUND 3 INCH STANDARD BRASS MWD DISK IN TOP OF 4.5 FEET (1.4 M)
 DX5426'HIGH GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2451 ***********************************************************************
 EW2451  DESIGNATION -  5 P 20 C OF LA
 EW2451  PID         -  EW2451
 EW2451  STATE/COUNTY-  CA/LOS ANGELES
 EW2451  USGS QUAD   -  SUNLAND (1995)
 EW2451
 EW2451                         *CURRENT SURVEY CONTROL
 EW2451  ___________________________________________________________________
 EW2451* NAD 83(1986)-  34 16 25.     (N)    118 20 24.     (W)     SCALED    
 EW2451* NAVD 88     -       366.683  (meters)    1203.03   (feet)  READJUSTED
 EW2451  ___________________________________________________________________
 EW2451  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 EW2451  DYNAMIC HT  -         366.280 (meters)    1201.70  (feet)  COMP
 EW2451  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 EW2451
 EW2451  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2451
 EW2451.The horizontal coordinates were scaled from a topographic map and have
 EW2451.an estimated accuracy of +/- 6 seconds.
 EW2451
 EW2451.The orthometric height was determined by differential leveling
 EW2451.and adjusted in September 2004.
 EW2451.The height was derived from older observations constrained to new
 EW2451.heights in a crustal motion area.  The height is approximate in
 EW2451.relation to other heights in its vicinity.
 EW2451
 EW2451.The geoid height was determined by GEOID03.
 EW2451
 EW2451.The dynamic height is computed by dividing the NAVD 88
 EW2451.geopotential number by the normal gravity value computed on the
 EW2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2451.degrees latitude (g = 980.6199 gals.).
 EW2451
 EW2451.The modeled gravity was interpolated from observed gravity values.
 EW2451
 EW2451;                    North         East    Units  Estimated Accuracy
 EW2451;SPC CA 5     -   585,870.    1,968,690.      MT  (+/- 180 meters Scaled)
 EW2451
 EW2451                          SUPERSEDED SURVEY CONTROL
 EW2451
 EW2451  NGVD 29 (??/??/92)  365.624  (m)         1199.55   (f) ADJ UNCH    1 1
 EW2451
 EW2451.Superseded values are not recommended for survey control.
 EW2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2451.See file dsdata.txt to determine how the superseded data were derived.
 EW2451
 EW2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT766933(NAD 83)
 EW2451_MARKER: DE = TRAVERSE STATION DISK
 EW2451_SETTING: 0 = UNSPECIFIED SETTING
 EW2451_STAMPING: 5-P-20 1940
 EW2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2451
 EW2451  HISTORY     - Date     Condition        Report By
 EW2451  HISTORY     - 1940     MONUMENTED       CA1980
 EW2451  HISTORY     - 1968     GOOD             CA1980
 EW2451  HISTORY     - 1971     GOOD             CA1980
 EW2451
 EW2451                          STATION DESCRIPTION
 EW2451
 EW2451'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2451'IN LOS ANGELES.
 EW2451'STANDARD TRAVERSE MONUMENT SUNLAND H-4C, STAMPED 5-P-20 1940,
 EW2451'AT THE NORTHWEST END OF THE CONCRETE BRIDGE IN FOOTHILL BOULEVARD
 EW2451'OVER THE NORTHERLY CHANNEL OF THE BIG TUJUNGA WASH, BETWEEN
 EW2451'TUJUNGA VALLEY STREET AND CONOVER STREET, ON THE CENTER LINE
 EW2451'TANGENT OF THE CURVE IN FOOTHILL BOULEVARD THAT IS NORTH OF
 EW2451'TUJUNGA VALLEY STREET, 160.39 FEET NORTHWEST OF THE BEGINNING
 EW2451'OF CURVE.
 EW2451
 EW2451                          STATION RECOVERY (1971)
 EW2451
 EW2451'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5427 ***********************************************************************
 DX5427  DESIGNATION -  5 PCL
 DX5427  PID         -  DX5427
 DX5427  STATE/COUNTY-  CA/RIVERSIDE
 DX5427  USGS QUAD   -  LAKEVIEW (1979)
 DX5427
 DX5427                         *CURRENT SURVEY CONTROL
 DX5427  ___________________________________________________________________
 DX5427* NAD 83(1986)-  33 49 53.     (N)    117 05 38.     (W)     SCALED    
 DX5427* NAVD 88     -       451.378  (meters)    1480.90   (feet)  ADJUSTED  
 DX5427  ___________________________________________________________________
 DX5427  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DX5427  DYNAMIC HT  -         450.862 (meters)    1479.20  (feet)  COMP
 DX5427  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 DX5427
 DX5427  VERT ORDER  -  FIRST     CLASS II
 DX5427
 DX5427.The horizontal coordinates were scaled from a topographic map and have
 DX5427.an estimated accuracy of +/- 6 seconds.
 DX5427
 DX5427.The orthometric height was determined by differential leveling
 DX5427.and adjusted in January 1993.
 DX5427
 DX5427.The geoid height was determined by GEOID03.
 DX5427
 DX5427.The dynamic height is computed by dividing the NAVD 88
 DX5427.geopotential number by the normal gravity value computed on the
 DX5427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5427.degrees latitude (g = 980.6199 gals.).
 DX5427
 DX5427.The modeled gravity was interpolated from observed gravity values.
 DX5427
 DX5427;                    North         East    Units  Estimated Accuracy
 DX5427;SPC CA 6     -   684,940.    1,921,890.      MT  (+/- 180 meters Scaled)
 DX5427
 DX5427                          SUPERSEDED SURVEY CONTROL
 DX5427
 DX5427.No superseded survey control is available for this station.
 DX5427
 DX5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT913434(NAD 83)
 DX5427_MARKER: DB = BENCH MARK DISK
 DX5427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5427_SP_SET: IN TOP OF AQUEDUCT STRUCTURE
 DX5427_STAMPING: 5 PCL 1967
 DX5427_MARK LOGO: MWDSC 
 DX5427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5427+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5427
 DX5427  HISTORY     - Date     Condition        Report By
 DX5427  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5427
 DX5427                          STATION DESCRIPTION
 DX5427
 DX5427'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5427'1.4 SOUTHEAST OF LAKEVIEW, EAST ON LAKEVIEW AVE. TO SOUTHWEST CORNER
 DX5427'OF MCANALLY EGG RANCH, 500 FEET (152.4 M) NORTH ALONG WEST EDGE OF
 DX5427'THE CHICKEN HOUSES, 100 WEST TO THE EAST END OF THE FOURTH STREET
 DX5427'SIPHON, ON THE EAST SIDE OF A COLORADO RIVER AQUEDUCT STRUCTURE,
 DX5427'FOUND 3 INCH STANDARD BRASS MWD DISK, SET FLUSH IN TOP OF EAST WALL
 DX5427'OF STRUCTURE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0939 ***********************************************************************
 HR0939  DESIGNATION -  5 RESET
 HR0939  PID         -  HR0939
 HR0939  STATE/COUNTY-  CA/MONO
 HR0939  USGS QUAD   -  JUNE LAKE (1994)
 HR0939
 HR0939                         *CURRENT SURVEY CONTROL
 HR0939  ___________________________________________________________________
 HR0939* NAD 83(1986)-  37 48 40.     (N)    119 03 07.     (W)     SCALED    
 HR0939* NAVD 88     -      2353.041  (meters)    7719.94   (feet)  ADJUSTED  
 HR0939  ___________________________________________________________________
 HR0939  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 HR0939  DYNAMIC HT  -        2350.061 (meters)    7710.16  (feet)  COMP
 HR0939  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 HR0939  OBS GRAVITY -     979,277.8   (mgal)                       GRAV_OBS
 HR0939
 HR0939  VERT ORDER  -  FIRST     CLASS I
 HR0939
 HR0939.The horizontal coordinates were scaled from a topographic map and have
 HR0939.an estimated accuracy of +/- 6 seconds.
 HR0939
 HR0939.The orthometric height was determined by differential leveling
 HR0939.and adjusted in June 1991.
 HR0939
 HR0939.The geoid height was determined by GEOID03.
 HR0939
 HR0939.The dynamic height is computed by dividing the NAVD 88
 HR0939.geopotential number by the normal gravity value computed on the
 HR0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0939.degrees latitude (g = 980.6199 gals.).
 HR0939
 HR0939.The modeled gravity was interpolated from observed gravity values.
 HR0939.The observed gravity was obtained from relative gravimeter ties
 HR0939.to the IGSN71 gravity network.
 HR0939
 HR0939;                    North         East    Units  Estimated Accuracy
 HR0939;SPC CA 3     -   646,500.    2,127,500.      MT  (+/- 180 meters Scaled)
 HR0939
 HR0939                          SUPERSEDED SURVEY CONTROL
 HR0939
 HR0939  NGVD 29 (??/??/92) 2351.57   (m)         7715.1    (f) COMPUTED    1 1
 HR0939
 HR0939.Superseded values are not recommended for survey control.
 HR0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0939.See file dsdata.txt to determine how the superseded data were derived.
 HR0939
 HR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB193868(NAD 83)
 HR0939_MARKER: DD = SURVEY DISK
 HR0939_SETTING: 80 = SET IN A BOULDER
 HR0939_SP_SET: IN DRILL HOLE IN A BOULDER
 HR0939_STAMPING: 5 RESET
 HR0939_MARK LOGO: CA1980
 HR0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0939+STABILITY: SURFACE MOTION
 HR0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0939+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR0939
 HR0939  HISTORY     - Date     Condition        Report By
 HR0939  HISTORY     - UNK      MONUMENTED       CA1980
 HR0939  HISTORY     - 1957     GOOD             NGS
 HR0939  HISTORY     - 1985     GOOD             USGS
 HR0939  HISTORY     - 1986     GOOD             NGS
 HR0939  HISTORY     - 1987     GOOD             NGS
 HR0939  HISTORY     - 19881010 GOOD             NGS
 HR0939
 HR0939                          STATION DESCRIPTION
 HR0939
 HR0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0939'0.1 MI SE FROM JUNE LAKE JUNCTION.
 HR0939'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE Y JUNCTION
 HR0939'OF JUNE LAKE ROAD AT JUNE LAKE JUNCTION, IN R 26 E, T 1 S, IN
 HR0939'THE SOUTHEAST QUARTER OF SECTION 36, AT THE JUNCTION OF A FORMER
 HR0939'ALIGNMENT OF JUNE LAKE ROAD, AT THE SOUTHEAST END OF A HIGHWAY
 HR0939'GRAVEL STOCKPILE, IN THE TOP OF A LARGE EMBEDDED GRANITE BOULDER
 HR0939'WHICH PROJECTS 2 1/2 FEET ABOVE THE GROUND, 105 1/2 FEET
 HR0939'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF
 HR0939'THE SOUTHEAST END OF A DRIFT FENCE, AND ABOUT 4 FEET LOWER THAN
 HR0939'THE HIGHWAY.
 HR0939
 HR0939                          STATION RECOVERY (1985)
 HR0939
 HR0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0939'RECOVERED IN GOOD CONDITION.
 HR0939
 HR0939                          STATION RECOVERY (1986)
 HR0939
 HR0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0939'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.44 KM (2.76
 HR0939'MI) NORTHEAST ALONG STATE HIGHWAY 158 FROM THE POST OFFICE IN JUNE
 HR0939'LAKE, THENCE 0.23 KM (0.14 MI) SOUTHEAST ALONG US HIGHWAY 395, 29.0
 HR0939'METERS (95 FT) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANES, 70.0
 HR0939'METERS (230 FT) SOUTHEAST OF A DOUBLE POWER POLE, 18.0 METERS (59 FT)
 HR0939'SOUTHEAST OF A SINGLE POWER POLE 45302 AND 10.1 METERS (33 FT) EAST OF
 HR0939'THE CENTER OF A TRACK ROAD, IN TOP OF A 10- BY 6-FOOT GRANITE BOULDER
 HR0939'PROJECTING 2-FEET ABOVE THE SURFACE OF THE GROUND.  NOTE--DISK IS NOT
 HR0939'STAMPED.  A CITY OF LOS ANGELES, DEPARTMENT OF WATER AND POWER, BUREAU
 HR0939'WATER WORKS AND SUPPLY DISK.
 HR0939'THE MARK IS 1.3 METERS  SE FROM  A WITNESS POST
 HR0939'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 HR0939
 HR0939                          STATION RECOVERY (1987)
 HR0939
 HR0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0939'RECOVERED IN GOOD CONDITION.
 HR0939
 HR0939                          STATION RECOVERY (1988)
 HR0939
 HR0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9127 ***********************************************************************
 AH9127  DESIGNATION -  5 RESET
 AH9127  PID         -  AH9127
 AH9127  STATE/COUNTY-  CA/RIVERSIDE
 AH9127  USGS QUAD   -  INDIO (1972)
 AH9127
 AH9127                         *CURRENT SURVEY CONTROL
 AH9127  ___________________________________________________________________
 AH9127* NAD 83(1986)-  33 42 55.     (N)    116 12 29.     (W)     SCALED    
 AH9127* NAVD 88     -        -6.321  (meters)     -20.74   (feet)  ADJUSTED  
 AH9127  ___________________________________________________________________
 AH9127  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH9127  DYNAMIC HT  -          -6.314 (meters)     -20.72  (feet)  COMP
 AH9127  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 AH9127
 AH9127  VERT ORDER  -  FIRST     CLASS II
 AH9127
 AH9127.The horizontal coordinates were scaled from a topographic map and have
 AH9127.an estimated accuracy of +/- 6 seconds.
 AH9127
 AH9127.The orthometric height was determined by differential leveling
 AH9127.and adjusted in July 2002.
 AH9127
 AH9127.The geoid height was determined by GEOID03.
 AH9127
 AH9127.The dynamic height is computed by dividing the NAVD 88
 AH9127.geopotential number by the normal gravity value computed on the
 AH9127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9127.degrees latitude (g = 980.6199 gals.).
 AH9127
 AH9127.The modeled gravity was interpolated from observed gravity values.
 AH9127
 AH9127;                    North         East    Units  Estimated Accuracy
 AH9127;SPC CA 6     -   671,750.    2,003,890.      MT  (+/- 180 meters Scaled)
 AH9127
 AH9127                          SUPERSEDED SURVEY CONTROL
 AH9127
 AH9127.No superseded survey control is available for this station.
 AH9127
 AH9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT733308(NAD 83)
 AH9127_MARKER: DD = SURVEY DISK
 AH9127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9127_STAMPING: 5 RESET 1997
 AH9127_MARK LOGO: CADH  
 AH9127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9127+STABILITY: SURFACE MOTION
 AH9127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9127+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 AH9127
 AH9127  HISTORY     - Date     Condition        Report By
 AH9127  HISTORY     - 1997     MONUMENTED       CADT
 AH9127  HISTORY     - 19990319 GOOD             NGS
 AH9127
 AH9127                          STATION DESCRIPTION
 AH9127
 AH9127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9127'IN INDIO, AT THE INTERSECTION OF STATE HIGHWAY 111 AND INDIO AVENUE,
 AH9127'IN THE MEDIAN OF THE AVENUE, 182.0 M (597.1 FT) NORTHWEST OF THE
 AH9127'CENTER OF THE INTERSECTION, 97.0 M (318.2 FT) SOUTHEAST OF THE CENTER
 AH9127'OF THE OVERHEAD CROSSING OF GOLF CENTER PARKWAY, 2.6 M (8.5 FT)
 AH9127'SOUTHWEST OF THE NORTHEAST CURB OF THE MEDIAN, 2.6 M (8.5 FT)
 AH9127'NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN, 0.2 M (0.7 FT) ABOVE
 AH9127'THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE MEDIAN.
 AH9127'NOTE--THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0133 ***********************************************************************
 DY0133  DESIGNATION -  5 SCECO
 DY0133  PID         -  DY0133
 DY0133  STATE/COUNTY-  CA/LOS ANGELES
 DY0133  USGS QUAD   -  LONG BEACH (1981)
 DY0133
 DY0133                         *CURRENT SURVEY CONTROL
 DY0133  ___________________________________________________________________
 DY0133* NAD 83(1986)-  33 45 53.     (N)    118 13 26.     (W)     SCALED    
 DY0133* NAVD 88     -         1.78   (+/-2cm)       5.8    (feet)  VERTCON   
 DY0133  ___________________________________________________________________
 DY0133  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0133  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0133
 DY0133.The horizontal coordinates were scaled from a topographic map and have
 DY0133.an estimated accuracy of +/- 6 seconds.
 DY0133
 DY0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0133.The vertical order pertains to the NGVD 29 superseded value.
 DY0133
 DY0133.The geoid height was determined by GEOID03.
 DY0133
 DY0133;                    North         East    Units  Estimated Accuracy
 DY0133;SPC CA 5     -   529,390.    1,979,260.      MT  (+/- 180 meters Scaled)
 DY0133
 DY0133                          SUPERSEDED SURVEY CONTROL
 DY0133
 DY0133  NGVD 29 (??/??/92)    0.972  (m)            3.19   (f) ADJ UNCH    1 2
 DY0133
 DY0133.Superseded values are not recommended for survey control.
 DY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0133.See file dsdata.txt to determine how the superseded data were derived.
 DY0133
 DY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866367(NAD 83)
 DY0133_MARKER: Z = SEE DESCRIPTION
 DY0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0133_SP_SET: WALL
 DY0133_STAMPING: 5 1941 ELEV
 DY0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0133
 DY0133  HISTORY     - Date     Condition        Report By
 DY0133  HISTORY     - 1941     MONUMENTED       SCECO
 DY0133  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0133
 DY0133                          STATION DESCRIPTION
 DY0133
 DY0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0133'AT TERMINAL ISLAND.
 DY0133'AT THE WEST END OF TERMINAL ISLAND, ON THE SOUTHERN CALIFORNIA
 DY0133'EDISON COMPANY PROPERTY, NEAR THE SOUTHEAST CORNER OF THE FIRST
 DY0133'BUILDING IN THE SOUTH WALL, 8 FEET WEST OF THE SOUTHEAST
 DY0133'CORNER, ABOUT 2 FEET ABOVE THE GROUND, AND BELOW A METAL PLATE,
 DY0133'THE TOP OF A METAL ROAD BENT AT A RIGHT ANGLE AND LEADED INTO
 DY0133'CONCRETE.  NOTE-- THE WEST END OF THE BUILDING HAS BEEN REMOVED
 DY0133'AND IT APPEARS THAT THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6394 ***********************************************************************
 DH6394  DESIGNATION -  5 SHA 11.70
 DH6394  PID         -  DH6394
 DH6394  STATE/COUNTY-  CA/SHASTA
 DH6394  USGS QUAD   -  ENTERPRISE (1969)
 DH6394
 DH6394                         *CURRENT SURVEY CONTROL
 DH6394  ___________________________________________________________________
 DH6394* NAD 83(2007)-  40 31 55.82423(N)    122 20 55.01400(W)     ADJUSTED  
 DH6394* NAVD 88     -       139.9    (meters)     459.     (feet)  GPS OBS   
 DH6394  ___________________________________________________________________
 DH6394  EPOCH DATE  -        2007.00
 DH6394  X           -  -2,597,547.313 (meters)                     COMP
 DH6394  Y           -  -4,101,204.980 (meters)                     COMP
 DH6394  Z           -   4,123,148.812 (meters)                     COMP
 DH6394  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DH6394  ELLIP HEIGHT-         112.154 (meters)          (02/10/07) ADJUSTED
 DH6394  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DH6394
 DH6394  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6394  Type    PID    Designation                      North   East  Ellip
 DH6394  -------------------------------------------------------------------
 DH6394  NETWORK DH6394 5 SHA 11.70                       1.08   1.02   2.70
 DH6394  -------------------------------------------------------------------
 DH6394
 DH6394.The horizontal coordinates were established by GPS observations
 DH6394.and adjusted by the National Geodetic Survey in February 2007.
 DH6394
 DH6394.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6394.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6394.The horizontal coordinates are valid at the epoch date displayed above.
 DH6394.The epoch date for horizontal control is a decimal equivalence
 DH6394.of Year/Month/Day.
 DH6394
 DH6394.The orthometric height was determined by GPS observations and a
 DH6394.high-resolution geoid model.
 DH6394
 DH6394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6394
 DH6394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6394
 DH6394.The ellipsoidal height was determined by GPS observations
 DH6394.and is referenced to NAD 83.
 DH6394
 DH6394.The geoid height was determined by GEOID03.
 DH6394
 DH6394;                    North         East     Units Scale Factor Converg.
 DH6394;SPC CA 1     -   633,174.709 1,970,465.588   MT  0.99990854   -0 13 40.6
 DH6394;SPC CA 1     - 2,077,340.69  6,464,769.18   sFT  0.99990854   -0 13 40.6
 DH6394;UTM  10      - 4,487,029.788   555,168.173   MT  0.99963746   +0 25 24.0
 DH6394
 DH6394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6394!SPC CA 1     -   0.99998241  x   0.99990854  =   0.99989095
 DH6394!UTM  10      -   0.99998241  x   0.99963746  =   0.99961987
 DH6394
 DH6394                          SUPERSEDED SURVEY CONTROL
 DH6394
 DH6394  NAD 83(1998)-  40 31 55.82319(N)    122 20 55.01434(W) AD(2004.69) B
 DH6394  ELLIP H (09/28/05)  112.182  (m)                       GP(       ) 4 1
 DH6394
 DH6394.Superseded values are not recommended for survey control.
 DH6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6394.See file dsdata.txt to determine how the superseded data were derived.
 DH6394
 DH6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK5516887030(NAD 83)
 DH6394_MARKER: DD = SURVEY DISK
 DH6394_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6394+WITH SETTING: INFORMATION.
 DH6394_STAMPING: 5 SHA 11.70 2004
 DH6394_MARK LOGO: CSRC  
 DH6394_PROJECTION: FLUSH
 DH6394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6394+STABILITY: SURFACE MOTION
 DH6394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6394+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 DH6394_ROD/PIPE-DEPTH: 1.2  meters
 DH6394
 DH6394  HISTORY     - Date     Condition        Report By
 DH6394  HISTORY     - 20040818 MONUMENTED       CADT
 DH6394
 DH6394                          STATION DESCRIPTION
 DH6394
 DH6394'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6394'THE STATION IS LOCATED ADJACENT TO INTERSTATE HIGHWAY 5 IN SHASTA
 DH6394'COUNTY AT POSTMILE  11.70 ABOUT 6 KM SOUTHEAST OF REDDING, 10 KM
 DH6394'SOUTHWEST OF PALO CEDRO, AND 10 KM  NORTHWEST OF ANDERSON.  TO REACH
 DH6394'THE STATION FROM ABOVE THE CENTER OF INTERSTATED  HIGHWAY 5 ON THE
 DH6394'SOUTH BONNYVIEW ROAD OVERCROSSING GO EASTERLY ON SOUTH BONNYVIEW  ROAD
 DH6394'175 M TO A SIGNALIZED INTERSECTION WITH CHURN CREEK ROAD.  CONTINUE
 DH6394'EAST AND  SOUTH NOW ON CHURN CREEK ROAD 450 M TO COMMERCIAL WAY ON THE
 DH6394'RIGHT.  TURN RIGHT AND  GO WESTERLY ON COMMERCIAL WAY 485 M TO A ROAD
 DH6394'FRONTING INTERSTATE HIGHWAY 5.  TURN  LEFT AND GO SOUTHERLY ALONG
 DH6394'FRONTAGE ROAD 370 M TO THE STATION ON THE RIGHT.  THE  STATION IS A
 DH6394'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE
 DH6394'FLUSH  WITH THE GROUND 0.8 M EAST OF THE EAST RIGHT OF WAY FENCE, 0.7
 DH6394'M EST OF AN ORNAGE  CARSONITE WITHNESS POST, 1.0 M SOUTH OF A WHITE
 DH6394'CARSONITE POST WITH AMBER REFLECTOR,  8.2 M WEST OF THE CENTER OF
 DH6394'FRONTAGE ROAD, 17 M EAST OF THE NORTHBOUND FOG STRIPE OF  INTERSTATE
 DH6394'HIGHWAY 5, 40.5 M NORTHWEST OF THE CENTER OF THE MOST SOUTHERLY GATE
 DH6394'IN  THE CHAIN LINK FENCE OF I-5 RENTALS YARD, AND 105 M NORTH OF THE
 DH6394'SOUTHERLY TERMINUS OF  THE FRONTAGE ROAD.
 DH6394' 
 DH6394'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6394'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6604 ***********************************************************************
 DH6604  DESIGNATION -  5 SHA 26.01
 DH6604  PID         -  DH6604
 DH6604  STATE/COUNTY-  CA/SHASTA
 DH6604  USGS QUAD   -  PROJECT CITY (1969)
 DH6604
 DH6604                         *CURRENT SURVEY CONTROL
 DH6604  ___________________________________________________________________
 DH6604* NAD 83(2007)-  40 43 49.18417(N)    122 19 10.78601(W)     ADJUSTED  
 DH6604* NAVD 88     -       300.6    (meters)     986.     (feet)  GPS OBS   
 DH6604  ___________________________________________________________________
 DH6604  EPOCH DATE  -        2007.00
 DH6604  X           -  -2,587,879.035 (meters)                     COMP
 DH6604  Y           -  -4,090,511.163 (meters)                     COMP
 DH6604  Z           -   4,139,954.208 (meters)                     COMP
 DH6604  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DH6604  ELLIP HEIGHT-         273.857 (meters)          (02/10/07) ADJUSTED
 DH6604  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DH6604
 DH6604  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6604  Type    PID    Designation                      North   East  Ellip
 DH6604  -------------------------------------------------------------------
 DH6604  NETWORK DH6604 5 SHA 26.01                       1.47   1.14   2.78
 DH6604  -------------------------------------------------------------------
 DH6604
 DH6604.The horizontal coordinates were established by GPS observations
 DH6604.and adjusted by the National Geodetic Survey in February 2007.
 DH6604
 DH6604.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6604.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6604.The horizontal coordinates are valid at the epoch date displayed above.
 DH6604.The epoch date for horizontal control is a decimal equivalence
 DH6604.of Year/Month/Day.
 DH6604
 DH6604.The orthometric height was determined by GPS observations and a
 DH6604.high-resolution geoid model.
 DH6604
 DH6604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6604
 DH6604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6604
 DH6604.The ellipsoidal height was determined by GPS observations
 DH6604.and is referenced to NAD 83.
 DH6604
 DH6604.The geoid height was determined by GEOID03.
 DH6604
 DH6604;                    North         East     Units Scale Factor Converg.
 DH6604;SPC CA 1     -   655,167.576 1,972,998.655   MT  0.99989630   -0 12 32.5
 DH6604;SPC CA 1     - 2,149,495.62  6,473,079.75   sFT  0.99989630   -0 12 32.5
 DH6604;UTM  10      - 4,509,044.281   557,450.173   MT  0.99964062   +0 26 38.2
 DH6604
 DH6604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6604!SPC CA 1     -   0.99995704  x   0.99989630  =   0.99985335
 DH6604!UTM  10      -   0.99995704  x   0.99964062  =   0.99959768
 DH6604
 DH6604                          SUPERSEDED SURVEY CONTROL
 DH6604
 DH6604  NAD 83(1998)-  40 43 49.18314(N)    122 19 10.78643(W) AD(2004.69) B
 DH6604  ELLIP H (09/28/05)  273.888  (m)                       GP(       ) 4 1
 DH6604
 DH6604.Superseded values are not recommended for survey control.
 DH6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6604.See file dsdata.txt to determine how the superseded data were derived.
 DH6604
 DH6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL5745009044(NAD 83)
 DH6604_MARKER: DD = SURVEY DISK
 DH6604_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6604_STAMPING: 5 SHA 26.01 2004
 DH6604_MARK LOGO: CSRC  
 DH6604_PROJECTION: FLUSH
 DH6604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6604+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DH6604_ROD/PIPE-DEPTH: 3.6  meters
 DH6604
 DH6604  HISTORY     - Date     Condition        Report By
 DH6604  HISTORY     - 20040806 MONUMENTED       CADT
 DH6604
 DH6604                          STATION DESCRIPTION
 DH6604
 DH6604'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6604'THE STATION IS LOCATED ADJACET TO THE NORTHBOUND OFFRAMP OF INTERSTATE
 DH6604'HIGHWAY 5  TO FAWNDALE AT POSTMILE 26.01 ABOUT 7 KM NORTHEAST OF
 DH6604'SHASTA LAKE CITY, 12 KM  NORTHWEST OF BELLA VISTA, AND 20 KM
 DH6604'SOUTH-SOUTHEAST OF LAKEHEAD.  TO REACH THE STATION  NORTHBOUND
 DH6604'INTERSTATE HIGHWAY 5 ABOVE THE HIGHWAY 44 UNDERCROSSING GO NORTH ON
 DH6604'INTERSTATE HIGHWAY 5 3.02 KM TO THE LAKE BLVD UNDERCROSSING.  CONTINUE
 DH6604'NORTH ON  INTERSTATE HIGHWAY 5 5.91 KM TO THE PINE GROVE OVERCROSSING.
 DH6604'CONTINUE NORTH ON  INTERSTATE HIGHWAY 5 4.97 KM TO THE MOUNTAIN GATE
 DH6604'OVERCROSSING.  CONTINUE NORTH ON  INTERSTATE HIGHWAY 5 2.86 KM TO THE
 DH6604'OFFRAMP TO FAWNDALE.  TAKE THE OFFRAMP AND GO 238 M  TO THE STATION ON
 DH6604'THE LEFT.  THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH
 DH6604'ACCESS  COVER SET IN CONCRETE FLUSH WITH THE GROUND 1.0 M EAST OF AN
 DH6604'ORANGE CARSONITE WITNESS  POST, 1.0 M SOUTH OF A WHITE CARSONITE POST
 DH6604'WITH AMBER REFLECTOR, 8.3 M WEST OF THE  NORTHBOUND OFFRAMP EDGE OF
 DH6604'PAVEMENT, 29.5 M NORTH OF SIGN, 33.5 M SOUTH OF A TELEPHONE  PEDESTAL,
 DH6604'48.0 M EAST OF THE NORHTBOUND LANES EDGE OF PAVEMENT.
 DH6604'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6604'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6395 ***********************************************************************
 DH6395  DESIGNATION -  5 SHA 40.65
 DH6395  PID         -  DH6395
 DH6395  STATE/COUNTY-  CA/SHASTA
 DH6395  USGS QUAD   -  LAMOINE (1990)
 DH6395
 DH6395                         *CURRENT SURVEY CONTROL
 DH6395  ___________________________________________________________________
 DH6395* NAD 83(2007)-  40 53 11.57549(N)    122 23 02.73696(W)     ADJUSTED  
 DH6395* NAVD 88     -       332.6    (meters)    1091.     (feet)  GPS OBS   
 DH6395  ___________________________________________________________________
 DH6395  EPOCH DATE  -        2007.00
 DH6395  X           -  -2,586,417.953 (meters)                     COMP
 DH6395  Y           -  -4,078,044.565 (meters)                     COMP
 DH6395  Z           -   4,153,107.072 (meters)                     COMP
 DH6395  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 DH6395  ELLIP HEIGHT-         306.609 (meters)          (02/10/07) ADJUSTED
 DH6395  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DH6395
 DH6395  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6395  Type    PID    Designation                      North   East  Ellip
 DH6395  -------------------------------------------------------------------
 DH6395  NETWORK DH6395 5 SHA 40.65                       1.49   1.14   2.67
 DH6395  -------------------------------------------------------------------
 DH6395
 DH6395.The horizontal coordinates were established by GPS observations
 DH6395.and adjusted by the National Geodetic Survey in February 2007.
 DH6395
 DH6395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6395.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6395.The horizontal coordinates are valid at the epoch date displayed above.
 DH6395.The epoch date for horizontal control is a decimal equivalence
 DH6395.of Year/Month/Day.
 DH6395
 DH6395.The orthometric height was determined by GPS observations and a
 DH6395.high-resolution geoid model.
 DH6395
 DH6395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6395
 DH6395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6395
 DH6395.The ellipsoidal height was determined by GPS observations
 DH6395.and is referenced to NAD 83.
 DH6395
 DH6395.The geoid height was determined by GEOID03.
 DH6395
 DH6395;                    North         East     Units Scale Factor Converg.
 DH6395;SPC CA 1     -   672,535.687 1,967,632.367   MT  0.99989504   -0 15 04.1
 DH6395;SPC CA 1     - 2,206,477.50  6,455,473.86   sFT  0.99989504   -0 15 04.1
 DH6395;UTM  10      - 4,526,345.573   551,887.533   MT  0.99963314   +0 24 11.4
 DH6395
 DH6395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6395!SPC CA 1     -   0.99995191  x   0.99989504  =   0.99984695
 DH6395!UTM  10      -   0.99995191  x   0.99963314  =   0.99958506
 DH6395
 DH6395                          SUPERSEDED SURVEY CONTROL
 DH6395
 DH6395  NAD 83(1998)-  40 53 11.57463(N)    122 23 02.73748(W) AD(2004.69) B
 DH6395  ELLIP H (09/28/05)  306.636  (m)                       GP(       ) 4 1
 DH6395
 DH6395.Superseded values are not recommended for survey control.
 DH6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6395.See file dsdata.txt to determine how the superseded data were derived.
 DH6395
 DH6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL5188826346(NAD 83)
 DH6395_MARKER: DD = SURVEY DISK
 DH6395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6395_STAMPING: 6-5-40B
 DH6395_MARK LOGO: CADT  
 DH6395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6395+STABILITY: SURFACE MOTION
 DH6395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6395+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 DH6395
 DH6395  HISTORY     - Date     Condition        Report By
 DH6395  HISTORY     - 19721128 MONUMENTED       CADT
 DH6395  HISTORY     - 20031209 GOOD             CADT
 DH6395
 DH6395                          STATION DESCRIPTION
 DH6395
 DH6395'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6395'THE STATION IS LOCATED ADJACENT TO SOUTHBOUND INTERSTATE HIGHWAY 5 AT
 DH6395'POSTMILE 40.66  ABOUT 2 KM SOUTH OF LAKEHEAD, 30 KM NORTHWEST OF BELLA
 DH6395'VISTA, AND 34 KM NORTH OF  REDDING.  TO REACH THE STATION FROM
 DH6395'SOUTHBOUND INTERSTATE HIGHWAY 5 OVER THE DOG  CREEK VOLLMERS ROAD
 DH6395'UNDERCROSSING GO SOUTH ON INTERSTATE HIGHWAY 5.56 KM TO THE
 DH6395'RIVERVIEW-LAKEHEAD UNDERCROSSING.  CONTINUE SOUTH ON INTERSTATE
 DH6395'HIGHWAY 5 2.02 KM TO  THE ANTLERS-LAKESHORE UNDERCROSSING.  CONTINUE
 DH6395'SOUTH ON INTERSTATE HIGHWAY 5 630 M  TO THE STATION ON THE RIGHT.  THE
 DH6395'STATION IS A CADH BRASS DISK SET IN A CONCRETE  MONUMENT 0.7 M EAST OF
 DH6395'AN ORANGE CARSONITE WITNESS POST, 1.0 M NORTH OF A WHITE  CARSONITE
 DH6395'POST WITH AMBER REFLECTOR, 21.2 M WEST OF THE WEST FOG STRIPE OF THE
 DH6395'SOUTHBOUND LANES OF INTERSTATE HIGHWAY 5, 0.9 M EAST OF THE WEST RIGHT
 DH6395'OF WAY FENCE,  AND 0.4 M WEST OF A METAL GUARD POST WITH ORANGE
 DH6395'PADDLE.               THIS STATION WAS OCCUPIED AS A PART OF THE
 DH6395'CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6605 ***********************************************************************
 DH6605  DESIGNATION -  5 SHA 66.96
 DH6605  PID         -  DH6605
 DH6605  STATE/COUNTY-  CA/SHASTA
 DH6605  USGS QUAD   -  DUNSMUIR (1986)
 DH6605
 DH6605                         *CURRENT SURVEY CONTROL
 DH6605  ___________________________________________________________________
 DH6605* NAD 83(2007)-  41 10 59.80896(N)    122 17 24.59880(W)     ADJUSTED  
 DH6605* NAVD 88     -       685.6    (meters)    2249.     (feet)  GPS OBS   
 DH6605  ___________________________________________________________________
 DH6605  EPOCH DATE  -        2007.00
 DH6605  X           -  -2,568,313.941 (meters)                     COMP
 DH6605  Y           -  -4,064,215.118 (meters)                     COMP
 DH6605  Z           -   4,178,198.897 (meters)                     COMP
 DH6605  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 DH6605  ELLIP HEIGHT-         661.359 (meters)          (02/10/07) ADJUSTED
 DH6605  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 DH6605
 DH6605  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6605  Type    PID    Designation                      North   East  Ellip
 DH6605  -------------------------------------------------------------------
 DH6605  NETWORK DH6605 5 SHA 66.96                       1.10   1.04   2.72
 DH6605  -------------------------------------------------------------------
 DH6605
 DH6605.The horizontal coordinates were established by GPS observations
 DH6605.and adjusted by the National Geodetic Survey in February 2007.
 DH6605
 DH6605.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6605.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6605.The horizontal coordinates are valid at the epoch date displayed above.
 DH6605.The epoch date for horizontal control is a decimal equivalence
 DH6605.of Year/Month/Day.
 DH6605
 DH6605.The orthometric height was determined by GPS observations and a
 DH6605.high-resolution geoid model.
 DH6605
 DH6605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6605
 DH6605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6605
 DH6605.The ellipsoidal height was determined by GPS observations
 DH6605.and is referenced to NAD 83.
 DH6605
 DH6605.The geoid height was determined by GEOID03.
 DH6605
 DH6605;                    North         East     Units Scale Factor Converg.
 DH6605;SPC CA 1     -   705,455.212 1,975,656.715   MT  0.99991306   -0 11 23.0
 DH6605;SPC CA 1     - 2,314,480.97  6,481,800.41   sFT  0.99991306   -0 11 23.0
 DH6605;UTM  10      - 4,559,346.067   559,532.629   MT  0.99964362   +0 28 02.7
 DH6605
 DH6605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6605!SPC CA 1     -   0.99989627  x   0.99991306  =   0.99980934
 DH6605!UTM  10      -   0.99989627  x   0.99964362  =   0.99953993
 DH6605
 DH6605                          SUPERSEDED SURVEY CONTROL
 DH6605
 DH6605  NAD 83(1998)-  41 10 59.80840(N)    122 17 24.59949(W) AD(2004.69) B
 DH6605  ELLIP H (09/28/05)  661.383  (m)                       GP(       ) 4 1
 DH6605
 DH6605.Superseded values are not recommended for survey control.
 DH6605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6605.See file dsdata.txt to determine how the superseded data were derived.
 DH6605
 DH6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL5953359346(NAD 83)
 DH6605_MARKER: DD = SURVEY DISK
 DH6605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6605+WITH SETTING: INFORMATION.
 DH6605_STAMPING: 5 SHA 66.96 2004
 DH6605_MARK LOGO: CSRC  
 DH6605_PROJECTION: FLUSH
 DH6605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6605+STABILITY: SURFACE MOTION
 DH6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6605+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DH6605_ROD/PIPE-DEPTH: 1.6  meters
 DH6605
 DH6605  HISTORY     - Date     Condition        Report By
 DH6605  HISTORY     - 20040806 MONUMENTED       CADT
 DH6605
 DH6605                          STATION DESCRIPTION
 DH6605
 DH6605'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6605'THE STATION IS LOCATED ADJACENT TO SOUTHBOUND INTERSTATE HIGHWAY 5 AT
 DH6605'POSTMILE  66.96 ABOUT 4 KM SOUTHWEST OF DUNSMUIR, 14 KM
 DH6605'SOUTH-SOUTHEAST OF MOUNT  SHASTA CITY, AND 32 KM NORTH-NORTHEAST OF
 DH6605'LAKEHEAD.  TO REACH THE STATION FROM  SOUTHBOUND INTERSTATE HIGHWAY 5
 DH6605'UNDER THE HIGHWAY 89 OVERCROSSING GO SOUTH ON  INTERSTATE HIGHWAY 5
 DH6605'4.15 KM TO THE MOTT ROAD UNDERCROSSING.  CONTINUE SOUTH ON  INTERSTATE
 DH6605'HIGHWAY 5 5.45 KM TO THE CENTRAL DUNSMUIR UNDERCROSSING.  CONTINUE
 DH6605'SOUTH  ON INTERSTATE HIGHWAY 5 2.94 KM TO THE SOUTH DUNSMUIR
 DH6605'UNDERCROSSING.  CONTINUE SOUTH  ON INTERSTATE HIGHWAY 5 1.20 KM TO THE
 DH6605'STATION ON THE RIGHT IN AN ISLAND OF THE CASTLE  CRAGS DRIVE
 DH6605'INTERCHANGE.  THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH
 DH6605'ACCESS  COVER SET IN CONCRETE FLUSH WITH THE GROUND 1.0 M EAST OF AN
 DH6605'ORANGE CARSONITE WITNESS  POST, 1.0 M NORTH OF A WHITE CARSONITE POST
 DH6605'WITH AMBER REFLECTOR, 11.0 M NORTHWEST OF A  DOUBLE POST SIGN, 13.5 M
 DH6605'NORTH OF THE SOUTHBOUND ONRAMP EDGE OF PAVEMENT, 14.3 M  SOUTH OF THE
 DH6605'SOUTHBOUND OFFRAMP EDGE OF PAVEMENT, AND 17.0 M WEST OF THE SOUTHBOUND
 DH6605'LANES EDGE OF PAVEMENT.
 DH6605'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6605'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6396 ***********************************************************************
 DH6396  DESIGNATION -  5 SIS 56.80
 DH6396  PID         -  DH6396
 DH6396  STATE/COUNTY-  CA/SISKIYOU
 DH6396  USGS QUAD   -  HAWKINSVILLE (1983)
 DH6396
 DH6396                         *CURRENT SURVEY CONTROL
 DH6396  ___________________________________________________________________
 DH6396* NAD 83(2007)-  41 50 21.52805(N)    122 34 36.89727(W)     ADJUSTED  
 DH6396* NAVD 88     -       750.6    (meters)    2463.     (feet)  GPS OBS   
 DH6396  ___________________________________________________________________
 DH6396  EPOCH DATE  -        2007.00
 DH6396  X           -  -2,562,644.689 (meters)                     COMP
 DH6396  Y           -  -4,010,654.953 (meters)                     COMP
 DH6396  Z           -   4,232,808.502 (meters)                     COMP
 DH6396  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DH6396  ELLIP HEIGHT-         726.868 (meters)          (02/10/07) ADJUSTED
 DH6396  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 DH6396
 DH6396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6396  Type    PID    Designation                      North   East  Ellip
 DH6396  -------------------------------------------------------------------
 DH6396  NETWORK DH6396 5 SIS 56.80                       1.51   1.16   2.43
 DH6396  -------------------------------------------------------------------
 DH6396
 DH6396.The horizontal coordinates were established by GPS observations
 DH6396.and adjusted by the National Geodetic Survey in February 2007.
 DH6396
 DH6396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6396.The horizontal coordinates are valid at the epoch date displayed above.
 DH6396.The epoch date for horizontal control is a decimal equivalence
 DH6396.of Year/Month/Day.
 DH6396
 DH6396.The orthometric height was determined by GPS observations and a
 DH6396.high-resolution geoid model.
 DH6396
 DH6396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6396
 DH6396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6396
 DH6396.The ellipsoidal height was determined by GPS observations
 DH6396.and is referenced to NAD 83.
 DH6396
 DH6396.The geoid height was determined by GEOID03.
 DH6396
 DH6396;                    North         East     Units Scale Factor Converg.
 DH6396;SPC CA 1     -   778,431.985 1,952,080.041   MT  1.00004844   -0 22 38.1
 DH6396;SPC CA 1     - 2,553,905.60  6,404,449.27   sFT  1.00004844   -0 22 38.1
 DH6396;UTM  10      - 4,632,022.131   535,126.867   MT  0.99961518   +0 16 56.0
 DH6396
 DH6396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6396!SPC CA 1     -   0.99988601  x   1.00004844  =   0.99993444
 DH6396!UTM  10      -   0.99988601  x   0.99961518  =   0.99950123
 DH6396
 DH6396                          SUPERSEDED SURVEY CONTROL
 DH6396
 DH6396  NAD 83(1998)-  41 50 21.52682(N)    122 34 36.89780(W) AD(2004.69) B
 DH6396  ELLIP H (09/28/05)  726.875  (m)                       GP(       ) 4 1
 DH6396
 DH6396.Superseded values are not recommended for survey control.
 DH6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6396.See file dsdata.txt to determine how the superseded data were derived.
 DH6396
 DH6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3512732022(NAD 83)
 DH6396_MARKER: DD = SURVEY DISK
 DH6396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6396_STAMPING: 2-5-56.80
 DH6396_MARK LOGO: CADT  
 DH6396_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6396+STABILITY: SURFACE MOTION
 DH6396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6396+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 DH6396
 DH6396  HISTORY     - Date     Condition        Report By
 DH6396  HISTORY     - 19701209 MONUMENTED       CADT
 DH6396  HISTORY     - 20031210 GOOD             CADT
 DH6396
 DH6396                          STATION DESCRIPTION
 DH6396
 DH6396'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6396'THE STATION IS LOCATED ADJACENT TO SOUTHBOUND INTERSTATE HIGHWAY 5 AT
 DH6396'POSTMILE  56.80 ABOUT 7 KM SOUTHEAST OF HENLEY, 13 KM NORTHEAST OF
 DH6396'YREKA, AND 13 KM NORTHWEST OF  MONTAGUE.  TO REACH THE STATION FROM
 DH6396'INTERSECTION OF INTERSTATE HIGHWAY 5 AND  HIGHWAY 96 GO SOUTH ON
 DH6396'INTERSTATE HIGHWAY 5 2.46 KM TO THE STATION ON THE RIGHT ON TOP  OF A
 DH6396'LOW CUT.  THE STATION IS A SURVEY DISK SET IN A CONCRETE POST 1.1 M
 DH6396'NORTH OF AN  ORANGE CARSONITE WITNESS POST, 23 M WEST OF THE WEST EDGE
 DH6396'OF PAVEMENT OF THE  SOUTHBOUND LANES OF INTERSTATE HIGHWAY 5, 7.4 M
 DH6396'SOUTHWEST OF A 15 CM DIAMETER PINE  TREE, AND 61 CM EAST OF  A METAL
 DH6396'GUARD POST.
 DH6396' 
 DH6396'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6396'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6397 ***********************************************************************
 DH6397  DESIGNATION -  5 SIS 61.40
 DH6397  PID         -  DH6397
 DH6397  STATE/COUNTY-  CA/SISKIYOU
 DH6397  USGS QUAD   -  HORNBROOK (1984)
 DH6397
 DH6397                         *CURRENT SURVEY CONTROL
 DH6397  ___________________________________________________________________
 DH6397* NAD 83(2007)-  41 53 55.73718(N)    122 33 51.85188(W)     ADJUSTED  
 DH6397* NAVD 88     -       704.7    (meters)    2312.     (feet)  GPS OBS   
 DH6397  ___________________________________________________________________
 DH6397  EPOCH DATE  -        2007.00
 DH6397  X           -  -2,559,375.887 (meters)                     COMP
 DH6397  Y           -  -4,007,467.753 (meters)                     COMP
 DH6397  Z           -   4,237,699.980 (meters)                     COMP
 DH6397  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DH6397  ELLIP HEIGHT-         681.026 (meters)          (02/10/07) ADJUSTED
 DH6397  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 DH6397
 DH6397  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6397  Type    PID    Designation                      North   East  Ellip
 DH6397  -------------------------------------------------------------------
 DH6397  NETWORK DH6397 5 SIS 61.40                       1.51   1.12   2.47
 DH6397  -------------------------------------------------------------------
 DH6397
 DH6397.The horizontal coordinates were established by GPS observations
 DH6397.and adjusted by the National Geodetic Survey in February 2007.
 DH6397
 DH6397.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6397.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6397.The horizontal coordinates are valid at the epoch date displayed above.
 DH6397.The epoch date for horizontal control is a decimal equivalence
 DH6397.of Year/Month/Day.
 DH6397
 DH6397.The orthometric height was determined by GPS observations and a
 DH6397.high-resolution geoid model.
 DH6397
 DH6397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6397
 DH6397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6397
 DH6397.The ellipsoidal height was determined by GPS observations
 DH6397.and is referenced to NAD 83.
 DH6397
 DH6397.The geoid height was determined by GEOID03.
 DH6397
 DH6397;                    North         East     Units Scale Factor Converg.
 DH6397;SPC CA 1     -   785,034.452 1,953,161.924   MT  1.00006726   -0 22 08.6
 DH6397;SPC CA 1     - 2,575,567.20  6,407,998.75   sFT  1.00006726   -0 22 08.6
 DH6397;UTM  10      - 4,638,633.693   536,132.215   MT  0.99961606   +0 17 27.2
 DH6397
 DH6397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6397!SPC CA 1     -   0.99989320  x   1.00006726  =   0.99996045
 DH6397!UTM  10      -   0.99989320  x   0.99961606  =   0.99950930
 DH6397
 DH6397                          SUPERSEDED SURVEY CONTROL
 DH6397
 DH6397  NAD 83(1998)-  41 53 55.73592(N)    122 33 51.85264(W) AD(2004.69) B
 DH6397  ELLIP H (09/28/05)  681.034  (m)                       GP(       ) 4 1
 DH6397
 DH6397.Superseded values are not recommended for survey control.
 DH6397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6397.See file dsdata.txt to determine how the superseded data were derived.
 DH6397
 DH6397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3613238634(NAD 83)
 DH6397_MARKER: DD = SURVEY DISK
 DH6397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6397_STAMPING: 2-5-61A
 DH6397_MARK LOGO: CADT  
 DH6397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6397+STABILITY: SURFACE MOTION
 DH6397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6397+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 DH6397
 DH6397  HISTORY     - Date     Condition        Report By
 DH6397  HISTORY     - 19740901 MONUMENTED       CADT
 DH6397  HISTORY     - 20031210 GOOD             CADT
 DH6397
 DH6397                          STATION DESCRIPTION
 DH6397
 DH6397'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6397'THE STATION IS LOCATED ADJACENT TO HIGHWAY 5 AT POSTMILE 61.40 IN
 DH6397'SISKIYOU COUNTY ABOUT  400 M SOUTHWEST OF HENLEY, 20 KM NORTHEAST OF
 DH6397'YREKA, AND 20 KM NORTH-NORTHWEST OF  MONTAGUE.  TO REACH THE STATION
 DH6397'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND  HIGHWAY 96 GO NORTH
 DH6397'ON INTERSTATE HIGHWAY 5 4.70 KM TO THE OFFRAMP TO HENLEY WAY-AGER
 DH6397'ROAD.  TAKE THE OFFRAMP AND GO 150 M TO THE STATION ON THE RIGHT.  THE
 DH6397'STATION IS A CADH  BRASS DISK SET IN A CONCRETE MONUMENT 1.0 M SOUTH
 DH6397'OF AN ORANGE CARSONITE WITNESS  POST, 1.0 M WEST OF A METAL GUARD
 DH6397'POST, 2.0 M EAST OF THE TOP OF CUT, 25 M WEST OF A FENCE,  27 M WEST
 DH6397'OF A FLAG POLE, 58 M EAST OF THE NORTHBOUND LANELINE, AND ON TOP OF A
 DH6397'SMALL  KNOB.        THIS STATION WAS OCCUPIED AS A PART OF THE
 DH6397'CALTRANS NORTH REGION HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6606 ***********************************************************************
 DH6606  DESIGNATION -  5 TEH 34.15
 DH6606  PID         -  DH6606
 DH6606  STATE/COUNTY-  CA/TEHAMA
 DH6606  USGS QUAD   -  HOOKER (1965)
 DH6606
 DH6606                         *CURRENT SURVEY CONTROL
 DH6606  ___________________________________________________________________
 DH6606* NAD 83(2007)-  40 15 46.72318(N)    122 15 56.00216(W)     ADJUSTED  
 DH6606* NAVD 88     -       141.0    (meters)     463.     (feet)  GPS OBS   
 DH6606  ___________________________________________________________________
 DH6606  EPOCH DATE  -        2007.00
 DH6606  X           -  -2,601,941.530 (meters)                     COMP
 DH6606  Y           -  -4,121,347.833 (meters)                     COMP
 DH6606  Z           -   4,100,383.896 (meters)                     COMP
 DH6606  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 DH6606  ELLIP HEIGHT-         112.441 (meters)          (02/10/07) ADJUSTED
 DH6606  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DH6606
 DH6606  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6606  Type    PID    Designation                      North   East  Ellip
 DH6606  -------------------------------------------------------------------
 DH6606  NETWORK DH6606 5 TEH 34.15                       1.25   1.22   2.98
 DH6606  -------------------------------------------------------------------
 DH6606
 DH6606.The horizontal coordinates were established by GPS observations
 DH6606.and adjusted by the National Geodetic Survey in February 2007.
 DH6606
 DH6606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6606.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6606.The horizontal coordinates are valid at the epoch date displayed above.
 DH6606.The epoch date for horizontal control is a decimal equivalence
 DH6606.of Year/Month/Day.
 DH6606
 DH6606.The orthometric height was determined by GPS observations and a
 DH6606.high-resolution geoid model.
 DH6606
 DH6606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6606
 DH6606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6606
 DH6606.The ellipsoidal height was determined by GPS observations
 DH6606.and is referenced to NAD 83.
 DH6606
 DH6606.The geoid height was determined by GEOID03.
 DH6606
 DH6606;                    North         East     Units Scale Factor Converg.
 DH6606;SPC CA 1     -   603,260.444 1,977,411.664   MT  0.99994415   -0 10 25.1
 DH6606;SPC CA 1     - 1,979,196.97  6,487,558.10   sFT  0.99994415   -0 10 25.1
 DH6606;UTM  10      - 4,457,204.639   562,451.032   MT  0.99964801   +0 28 28.9
 DH6606
 DH6606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6606!SPC CA 1     -   0.99998236  x   0.99994415  =   0.99992651
 DH6606!UTM  10      -   0.99998236  x   0.99964801  =   0.99963038
 DH6606
 DH6606                          SUPERSEDED SURVEY CONTROL
 DH6606
 DH6606  NAD 83(1998)-  40 15 46.72207(N)    122 15 56.00226(W) AD(2004.69) B
 DH6606  ELLIP H (09/28/05)  112.476  (m)                       GP(       ) 4 1
 DH6606
 DH6606.Superseded values are not recommended for survey control.
 DH6606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6606.See file dsdata.txt to determine how the superseded data were derived.
 DH6606
 DH6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6245157205(NAD 83)
 DH6606_MARKER: DD = SURVEY DISK
 DH6606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6606_STAMPING: 5 TEH 34.15 2004
 DH6606_MARK LOGO: CSRC  
 DH6606_PROJECTION: FLUSH
 DH6606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6606+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 DH6606_ROD/PIPE-DEPTH: 3.05 meters
 DH6606
 DH6606  HISTORY     - Date     Condition        Report By
 DH6606  HISTORY     - 20040823 MONUMENTED       CADT
 DH6606
 DH6606                          STATION DESCRIPTION
 DH6606
 DH6606'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6606'THE STATION IS LOCATED ADJACENT TO INTERSTATE HIGHWAY 5 AT POSTMILE
 DH6606'34.15 IN TEHAMA  COUNTY ABOUT 5 KM WEST-NORTHWEST OF BEND, 10 KM
 DH6606'NORTH-NORHTEAST OF RED BLUFF, AND 14  KM SOUTH OF COTTONWOOD.  TO
 DH6606'REACH THE STATION FROM BELOW THE JELLEYS FERRY ROAD  OVERCROSSING ON
 DH6606'NORTHBOUND INTERSTATE HIGHWAY 5 GO NORTH ON INTERSTATE HIGHWAY 5  1.46
 DH6606'KM TO THE OFFRAMP OF THE NORHTBOUND RED BLUFF REST AREA.  CONTINUE
 DH6606'NORTH ON  INTERSTATE HIGHWAY 5 1.62 KM TO THE STATION ON  THE RIGHT.
 DH6606'THE STATION IS A SURVEY DISK  ENCASED IN PVC PIPE WITH ACCESS COVER
 DH6606'SET IN CONCRETE FLUSH WITH THE GROUND 0.6 M WEST  OF AN ORANGE
 DH6606'CARSONITE WITNESS POST, 1.0 M SOUTH OF A WHITE CARSONITE POST WITH
 DH6606'AMBER  RELFECTOR, 0.6 M WEST OF THE EAST RIGHT OF WAY FENCE, 18.5 M
 DH6606'SOUTHEAST OF A 610 MM  DIAMETER CULVERT OUTLET IN THE MIDDLE OF A  3 M
 DH6606'WIDE DIKE LEVEL WITH THE HIGHWAY, AND 20  M EAST OF THE NORTHBOUND FOG
 DH6606'STRIPE OF INTERSTATE HIGHWAY 5.
 DH6606'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6606'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1848 ***********************************************************************
 DY1848  DESIGNATION -  5 UOCO
 DY1848  PID         -  DY1848
 DY1848  STATE/COUNTY-  CA/LOS ANGELES
 DY1848  USGS QUAD   -  TORRANCE (1981)
 DY1848
 DY1848                         *CURRENT SURVEY CONTROL
 DY1848  ___________________________________________________________________
 DY1848* NAD 83(1986)-  33 46 01.     (N)    118 16 53.     (W)     SCALED    
 DY1848* NAVD 88     -         4.23   (+/-2cm)      13.9    (feet)  VERTCON   
 DY1848  ___________________________________________________________________
 DY1848  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1848  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1848
 DY1848.The horizontal coordinates were scaled from a topographic map and have
 DY1848.an estimated accuracy of +/- 6 seconds.
 DY1848
 DY1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1848.The vertical order pertains to the NGVD 29 superseded value.
 DY1848
 DY1848.The geoid height was determined by GEOID03.
 DY1848
 DY1848;                    North         East    Units  Estimated Accuracy
 DY1848;SPC CA 5     -   529,650.    1,973,930.      MT  (+/- 180 meters Scaled)
 DY1848
 DY1848                          SUPERSEDED SURVEY CONTROL
 DY1848
 DY1848  NGVD 29 (??/??/92)    3.460  (m)           11.35   (f) ADJ UNCH    1 2
 DY1848
 DY1848.Superseded values are not recommended for survey control.
 DY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1848.See file dsdata.txt to determine how the superseded data were derived.
 DY1848
 DY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813370(NAD 83)
 DY1848_MARKER: DD = SURVEY DISK
 DY1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1848_STAMPING: 7.207 5
 DY1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1848+STABILITY: SURFACE MOTION
 DY1848
 DY1848  HISTORY     - Date     Condition        Report By
 DY1848  HISTORY     - UNK      MONUMENTED       UOCO
 DY1848  HISTORY     - 1964     GOOD             NGS
 DY1848  HISTORY     - 1968     GOOD             UOCO
 DY1848
 DY1848                          STATION DESCRIPTION
 DY1848
 DY1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1848'AT WILMINGTON.
 DY1848'AT WILMINGTON, 0.3 MILE SOUTHWEST ALONG WILMINGTON-SAN PEDRO
 DY1848'ROAD FROM THE JUNCTION OF B STREET, AT WEST BASIN, AT LOS
 DY1848'ANGELES HARBOR, ABOUT 0.2 MILE NORTH OF THE ENTRANCE TO THE
 DY1848'WESTOIL TERMINAL COMPANY, ALONG THE PACIFIC ELECTRIC RAILWAY
 DY1848'TRACK, 10.3 FEET EAST OF THE EAST RAIL, 0.6 FOOT WEST OF A FENCE
 DY1848'CORNER POST WHICH IS AT A JOG IN A MESH-WIRE FENCE, 94 FEET
 DY1848'SOUTH OF POWER POLE 15872M, ABOUT 0.1 MILE SOUTHEAST OF A
 DY1848'FREEWAY BRIDGE OVER A SPUR TRACK, ABOUT LEVEL WITH THE TRACK
 DY1848'AND ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DY1848'0.3 FOOT ABOVE THE GROUND.
 DY1848
 DY1848                          STATION RECOVERY (1968)
 DY1848
 DY1848'RECOVERY NOTE BY UNION OIL COMPANY 1968
 DY1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0811 ***********************************************************************
 JT0811  TIDAL BM    -  This is a Tidal Bench Mark.
 JT0811  DESIGNATION -  5 USE
 JT0811  PID         -  JT0811
 JT0811  STATE/COUNTY-  CA/MARIN
 JT0811  USGS QUAD   -  NOVATO (1980)
 JT0811
 JT0811                         *CURRENT SURVEY CONTROL
 JT0811  ___________________________________________________________________
 JT0811* NAD 83(1986)-  38 03 23.     (N)    122 30 45.     (W)     SCALED    
 JT0811* NAVD 88     -         1.35   (+/-2cm)       4.4    (feet)  VERTCON   
 JT0811  ___________________________________________________________________
 JT0811  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JT0811  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0811
 JT0811.The horizontal coordinates were scaled from a topographic map and have
 JT0811.an estimated accuracy of +/- 6 seconds.
 JT0811
 JT0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0811.The vertical order pertains to the NGVD 29 superseded value.
 JT0811
 JT0811.This Tidal Bench Mark is designated as VM 16198
 JT0811.by the Center for Operational Oceanographic Products and Services.
 JT0811
 JT0811.This Tidal Bench Mark is designated as VM 16231
 JT0811.by the Center for Operational Oceanographic Products and Services.
 JT0811
 JT0811.The geoid height was determined by GEOID03.
 JT0811
 JT0811;                    North         East    Units  Estimated Accuracy
 JT0811;SPC CA 3     -   674,630.    1,823,400.      MT  (+/- 180 meters Scaled)
 JT0811
 JT0811                          SUPERSEDED SURVEY CONTROL
 JT0811
 JT0811  NGVD 29 (??/??/92)    0.55   (m)            1.8    (f) COMPUTED    1 2
 JT0811
 JT0811.Superseded values are not recommended for survey control.
 JT0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0811.See file dsdata.txt to determine how the superseded data were derived.
 JT0811
 JT0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH427121(NAD 83)
 JT0811_MARKER: DB = BENCH MARK DISK
 JT0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0811_SP_SET: WINDOW SILL OF HANGAR
 JT0811_STAMPING: NO 5
 JT0811_MARK LOGO: USE   
 JT0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JT0811+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 JT0811
 JT0811  HISTORY     - Date     Condition        Report By
 JT0811  HISTORY     - UNK      MONUMENTED       USE
 JT0811  HISTORY     - 1944     GOOD             NGS
 JT0811  HISTORY     - 1964     GOOD             NGS
 JT0811  HISTORY     - 20000606 GOOD             NGS
 JT0811
 JT0811                          STATION DESCRIPTION
 JT0811
 JT0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 JT0811'AT HAMILTON FIELD.
 JT0811'AT HAMILTON ARMY AIR FIELD, SET IN THE BASE OF WINDOW SILL IN
 JT0811'THE NORTHWEST FACE AND AT THE NORTH CORNER OF HANGAR NO. 1, 6.9
 JT0811'FEET SOUTHWEST OF THE NORTH CORNER OF HANGAR, 3 FEET ABOVE
 JT0811'GROUND LEVEL.  A BRONZE U.S.E.D. DISK.
 JT0811
 JT0811                          STATION RECOVERY (1964)
 JT0811
 JT0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JT0811'RECOVERED IN GOOD CONDITION.
 JT0811
 JT0811                          STATION RECOVERY (2000)
 JT0811
 JT0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MEI)
 JT0811'ABOUT 4 MI SOUTHEAST OF THE CITY OF NOVATO.  FROM THE INTERSECTION
 JT0811'OF HWY 101 AND HWY 37, DRIVE ABOUT 1 MI SOUTH ON HWY 101 TO THE NEXT
 JT0811'EXIT, IGNACIO BLVD/ENTRADA DR AND BEL MARIN KEYS BLVD/HAMILTON FIELD,
 JT0811'FOLLOWING THE SIGNAGE TO HAMILTON FIELD.  AFTER LOOPING AROUND UNDER
 JT0811'THE FREEWAY, TURN RIGHT ON BEL MARIN KEYS BLVD AND DRIVE 0.1 MI,
 JT0811'STAYING IN THE RIGHT, EXIT ONLY, LANE WHICH PROVIDES ACCESS TO HWY 101
 JT0811'NORTH AND NAVE DR.  TURN RIGHT AND CONTINUE STRAIGHT (SOUTH) ON NAVE
 JT0811'DRIVE.  CONTINUE FOR 0.8 MI TO MAIN GATE DR, A T-ROAD LEFT.  TURN LEFT
 JT0811'AND DRIVE 0.5 MI, WHERE THE STREET NAME CHANGES TO PALM DRIVE (AFTER
 JT0811'THE RAILROAD TRACK UNDERCROSSING).  CONTINUE ON PALM DRIVE FOR 0.15
 JT0811'MI, APPROACHING THE TOWN CENTER BUILDING.  BEAR RIGHT (SE) ON SOUTH
 JT0811'PALM DRIVE AND DRIVE 0.1 MI TO HAMILTON PKWY.  TURN RIGHT (SSE) ON
 JT0811'HAMILTON PKWY AND DRIVE FOR 0.3 MI TO A CROSSROAD, SAN PABLO AVENUE.
 JT0811'TURN LEFT AND DRIVE FOR 0.1 TO A CROSSROAD, HANGER (SIC) AVENUE AND
 JT0811'THE ENTRANCE TO THE U.S.  COAST GUARD STATION.  THE ACCESS IS
 JT0811'RESTRICTED- CONTACT THE USCG PACIFIC STRIKE TEAM AT (415) 883-3311.
 JT0811'DRIVE THROUGH THE GATE AND CONTINUE STRAIGHT THROUGH THE PARKING LOT
 JT0811'FOR 0.1 MI, BEARING LEFT PAST THE HANGARS TO THE CENTER OF THE
 JT0811'SOUTHEAST END OF A SOCCER FIELD ON THE LEFT AND NGS MARK USCG HANGAR
 JT0811'STRAIGHT AHEAD.  TURN LEFT AT THE EAST END OF HANGAR 1 AND DRIVE 0.1
 JT0811'MI TO THE BACK, AND TURN LEFT TO THE MARK ON THE LEFT.  THE MARK IS A
 JT0811'US ENGINEERING DEPT (NOW ARMY COE) DISK SET IN THE NORTHWEST FACE AT
 JT0811'THE NORTHEAST CORNER OF HANGAR 1 IN THE WINDOW SILL 3 FT ABOVE GROUND.
 JT0811'IT IS 6.9 FT SW OF THE NE CORNER OF THE HANGAR, 0.5 FT SE OF THE NW
 JT0811'EDGE OF THE WINDOW SILL, 130 FT WSW OF BENCH MARK T 736 (PID JT0813).
 JT0811'THIS STATION WAS LEVELED IN JUNE, 2000 AS PART OF THE HAMILTON FIELD
 JT0811'GEODETIC/TIDAL DATUMS DETERMINATION STUDY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0141 ***********************************************************************
 LV0141  DESIGNATION -  5 USGS
 LV0141  PID         -  LV0141
 LV0141  STATE/COUNTY-  CA/HUMBOLDT
 LV0141  USGS QUAD   -  CRANNELL (1975)
 LV0141
 LV0141                         *CURRENT SURVEY CONTROL
 LV0141  ___________________________________________________________________
 LV0141* NAD 83(1986)-  41 01 41.     (N)    124 02 15.     (W)     SCALED    
 LV0141* NAVD 88     -        59.038  (meters)     193.69   (feet)  ADJUSTED  
 LV0141  ___________________________________________________________________
 LV0141  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LV0141  DYNAMIC HT  -          59.012 (meters)     193.61  (feet)  COMP
 LV0141  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LV0141
 LV0141  VERT ORDER  -  SECOND    CLASS 0
 LV0141
 LV0141.The horizontal coordinates were scaled from a topographic map and have
 LV0141.an estimated accuracy of +/- 6 seconds.
 LV0141
 LV0141.The orthometric height was determined by differential leveling
 LV0141.and adjusted in June 1991.
 LV0141
 LV0141.The geoid height was determined by GEOID03.
 LV0141
 LV0141.The dynamic height is computed by dividing the NAVD 88
 LV0141.geopotential number by the normal gravity value computed on the
 LV0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0141.degrees latitude (g = 980.6199 gals.).
 LV0141
 LV0141.The modeled gravity was interpolated from observed gravity values.
 LV0141
 LV0141;                    North         East    Units  Estimated Accuracy
 LV0141;SPC CA 1     -   690,170.    1,828,680.      MT  (+/- 180 meters Scaled)
 LV0141
 LV0141                          SUPERSEDED SURVEY CONTROL
 LV0141
 LV0141  NGVD 29 (??/??/??)   58.003  (m)          190.30   (f) ADJUSTED    2 0
 LV0141
 LV0141.Superseded values are not recommended for survey control.
 LV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0141.See file dsdata.txt to determine how the superseded data were derived.
 LV0141
 LV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL127423(NAD 83)
 LV0141_MARKER: S = SPIKE
 LV0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0141_SP_SET: SPIKE IN STUMP
 LV0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0141
 LV0141  HISTORY     - Date     Condition        Report By
 LV0141  HISTORY     - UNK      MONUMENTED       USGS
 LV0141  HISTORY     - 1945     GOOD             NGS
 LV0141
 LV0141                          STATION DESCRIPTION
 LV0141
 LV0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 LV0141'3.4 MI E FROM CRANNELL.
 LV0141'3.4 MILES EAST ALONG THE ROAD TO CAMP NO. 20 FROM CRANNELL,
 LV0141'HUMBOLDT COUNTY, 2.6 MILES WEST OF CAMP NO. 20, 85 FEET SOUTH OF
 LV0141'THE SOUTH END OF A COVERED WOODEN BRIDE, 18 FEET WEST OF THE
 LV0141'CENTERLINE OF THE ROAD, NEAR A WHITE WOODEN WITNESS POST, AND IN
 LV0141'THE 5-FOOT STUMP OF A REDWOOD TREE (THE STUMP IS MARKED 89.375).
 LV0141'AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3748 ***********************************************************************
 HS3748  DESIGNATION -  5.53 EBMUD
 HS3748  PID         -  HS3748
 HS3748  STATE/COUNTY-  CA/CONTRA COSTA
 HS3748  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3748
 HS3748                         *CURRENT SURVEY CONTROL
 HS3748  ___________________________________________________________________
 HS3748* NAD 83(1986)-  37 56 22.     (N)    121 36 30.     (W)     SCALED    
 HS3748* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 HS3748  ___________________________________________________________________
 HS3748  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HS3748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3748
 HS3748.The horizontal coordinates were scaled from a topographic map and have
 HS3748.an estimated accuracy of +/- 6 seconds.
 HS3748
 HS3748.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3748.The vertical order pertains to the NGVD 29 superseded value.
 HS3748
 HS3748.The geoid height was determined by GEOID03.
 HS3748
 HS3748;                    North         East    Units  Estimated Accuracy
 HS3748;SPC CA 3     -   660,330.    1,902,580.      MT  (+/- 180 meters Scaled)
 HS3748
 HS3748                          SUPERSEDED SURVEY CONTROL
 HS3748
 HS3748  NGVD 29 (??/??/92)    1.707  (m)            5.60   (f) ADJ UNCH    2 0
 HS3748
 HS3748.Superseded values are not recommended for survey control.
 HS3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3748.See file dsdata.txt to determine how the superseded data were derived.
 HS3748
 HS3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH222000(NAD 83)
 HS3748_MARKER: DD = SURVEY DISK
 HS3748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3748_STAMPING: STA P 2669 89.15 F 2669 87.85 ELEV 5.53
 HS3748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3748
 HS3748  HISTORY     - Date     Condition        Report By
 HS3748  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3748  HISTORY     - 1962     GOOD             NGS
 HS3748  HISTORY     - 1966     GOOD             NGS
 HS3748
 HS3748                          STATION DESCRIPTION
 HS3748
 HS3748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HS3748'2.5 MI W FROM ORWOOD.
 HS3748'2.5 MILES WEST ALONG THE ATCHINSON, TOPEKA AND SANTA FE RAILROAD
 HS3748'TRACK FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER
 HS3748'AT ORWOOD, 248 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 HS3748'AT A CROSSING OF A GRAVELED ROAD OVER THE EBMUD 60-INCH TWIN
 HS3748'PIPES, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL
 HS3748'OF THE NORTH PIPE, 193.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HS3748'THE PACKING SHED WITH CORRUGATED METAL SIDES AND ROOF, 79.5
 HS3748'FEET NORTH OF THE CENTERLINE OF ORWOOD ROAD, 29.4 FEET
 HS3748'EAST OF THE NORTHEAST CORNER OF A CONCRETE BOX MANHOLE NO. 147,
 HS3748'12 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 2 FEET
 HS3748'BELOW THE SURFACE OF THE ROAD SHOULDER.
 HS3748
 HS3748                          STATION RECOVERY (1966)
 HS3748
 HS3748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1721 ***********************************************************************
 GU1721  DESIGNATION -  5.88 L BOR
 GU1721  PID         -  GU1721
 GU1721  STATE/COUNTY-  CA/FRESNO
 GU1721  USGS QUAD   -  DOMENGINE RANCH (1979)
 GU1721
 GU1721                         *CURRENT SURVEY CONTROL
 GU1721  ___________________________________________________________________
 GU1721* NAD 83(1986)-  36 15 16.     (N)    120 15 14.     (W)     SCALED    
 GU1721* NAVD 88     -       154.14   (+/-2cm)     505.7    (feet)  VERTCON   
 GU1721  ___________________________________________________________________
 GU1721  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 GU1721  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1721
 GU1721.The horizontal coordinates were scaled from a topographic map and have
 GU1721.an estimated accuracy of +/- 6 seconds.
 GU1721
 GU1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1721.The vertical order pertains to the NGVD 29 superseded value.
 GU1721
 GU1721.The geoid height was determined by GEOID03.
 GU1721
 GU1721;                    North         East    Units  Estimated Accuracy
 GU1721;SPC CA 4     -   602,940.    1,887,320.      MT  (+/- 180 meters Scaled)
 GU1721
 GU1721                          SUPERSEDED SURVEY CONTROL
 GU1721
 GU1721  NGVD 29 (??/??/92)  153.216  (m)          502.68   (f) ADJ UNCH    1 2
 GU1721
 GU1721.Superseded values are not recommended for survey control.
 GU1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1721.See file dsdata.txt to determine how the superseded data were derived.
 GU1721
 GU1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF467156(NAD 83)
 GU1721_MARKER: DD = SURVEY DISK
 GU1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU1721_SP_SET: SIPHON WINGWALL
 GU1721_STAMPING: 5.88 L
 GU1721_MARK LOGO: BOR   
 GU1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1721
 GU1721  HISTORY     - Date     Condition        Report By
 GU1721  HISTORY     - UNK      MONUMENTED       BOR
 GU1721  HISTORY     - 1972     GOOD             NGS
 GU1721  HISTORY     - 1983     GOOD             NGS
 GU1721
 GU1721                          STATION DESCRIPTION
 GU1721
 GU1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU1721'3.6 MI E FROM OILFIELDS.
 GU1721'3.55 MILES EAST ALONG STATE HIGHWAY 198 FROM THE OIL KING SCHOOL
 GU1721'AT OILFIELDS, AT THE CROSSING OF COALINGA CANAL, IN THE TOP AND
 GU1721'0.5 FOOT NORTH OF THE SOUTH END OF THE NORTHEAST CONCRETE WING
 GU1721'WALL OF STATE HIGHWAY 198 SIPHON, 45 FEET NORTH OF THE CENTER
 GU1721'LINE OF THE HIGHWAY, 2.0 FEET NORTHWEST OF A CYCLONE FENCE
 GU1721'CORNER, 0.5 FOOT NORTH OF THE NORTH EDGE OF THE NORTH HEAD WALL,
 GU1721'AND ABOUT 4 1/2 FEET LOWER THAN THE HIGHWAY.  SECTION 12, T 19 S,
 GU1721'R 16 E.
 GU1721
 GU1721                          STATION RECOVERY (1983)
 GU1721
 GU1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GU1721'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GU1721'5.9 KM (3.7 MI) EAST ALONG STATE HIGHWAY 198 FROM THE OIL KING SCHOOL
 GU1721'IN OILFIELDS, IN TOP OF THE SOUTH END OF THE NORTHEAST WINGWALL FOR
 GU1721'THE COALINGA CANAL SIPHON UNDER THE HIGHWAY, 13.7 METERS (45 FT) NORTH
 GU1721'OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) NORTHWEST OF A CHAIN LINK
 GU1721'FENCE CORNER, 0.15 METER (0.5 FT) NORTH OF THE NORTH EDGE OF THE NORTH
 GU1721'SIPHON HEADWALL.
 GU1721'THE MARK IS 1.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6754 ***********************************************************************
 DH6754  DESIGNATION -  5.92 R
 DH6754  PID         -  DH6754
 DH6754  STATE/COUNTY-  CA/FRESNO
 DH6754  USGS QUAD   -  DOMENGINE RANCH (1979)
 DH6754
 DH6754                         *CURRENT SURVEY CONTROL
 DH6754  ___________________________________________________________________
 DH6754* NAD 83(2007)-  36 15 14.09015(N)    120 15 13.58088(W)     ADJUSTED  
 DH6754* NAVD 88     -       153.501  (meters)     503.61   (feet)  ADJUSTED  
 DH6754  ___________________________________________________________________
 DH6754  EPOCH DATE  -        2007.00
 DH6754  X           -  -2,594,469.033 (meters)                     COMP
 DH6754  Y           -  -4,448,136.501 (meters)                     COMP
 DH6754  Z           -   3,751,019.463 (meters)                     COMP
 DH6754  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 DH6754  ELLIP HEIGHT-         119.723 (meters)          (02/10/07) ADJUSTED
 DH6754  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DH6754  DYNAMIC HT  -         153.364 (meters)     503.16  (feet)  COMP
 DH6754
 DH6754  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6754  Type    PID    Designation                      North   East  Ellip
 DH6754  -------------------------------------------------------------------
 DH6754  NETWORK DH6754 5.92 R                            1.94   1.94   4.14
 DH6754  -------------------------------------------------------------------
 DH6754  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 DH6754
 DH6754  VERT ORDER  -  SECOND    CLASS II
 DH6754
 DH6754.The horizontal coordinates were established by GPS observations
 DH6754.and adjusted by the National Geodetic Survey in February 2007.
 DH6754
 DH6754.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6754.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6754.The horizontal coordinates are valid at the epoch date displayed above.
 DH6754.The epoch date for horizontal control is a decimal equivalence
 DH6754.of Year/Month/Day.
 DH6754
 DH6754.The orthometric height was determined by differential leveling
 DH6754.and adjusted in October 2007.
 DH6754.No vertical observational check was made to the station.
 DH6754
 DH6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6754
 DH6754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6754
 DH6754.The ellipsoidal height was determined by GPS observations
 DH6754.and is referenced to NAD 83.
 DH6754
 DH6754.The geoid height was determined by GEOID03.
 DH6754
 DH6754.The dynamic height is computed by dividing the NAVD 88
 DH6754.geopotential number by the normal gravity value computed on the
 DH6754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6754.degrees latitude (g = 980.6199 gals.).
 DH6754
 DH6754.The modeled gravity was interpolated from observed gravity values.
 DH6754
 DH6754;                    North         East     Units Scale Factor Converg.
 DH6754;SPC CA 4     -   602,884.391 1,887,326.258   MT  0.99996171   -0 44 52.7
 DH6754;SPC CA 4     - 1,977,963.21  6,192,002.90   sFT  0.99996171   -0 44 52.7
 DH6754;UTM  10      - 4,015,610.290   746,743.738   MT  1.00035021   +1 37 29.4
 DH6754
 DH6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6754!SPC CA 4     -   0.99998121  x   0.99996171  =   0.99994292
 DH6754!UTM  10      -   0.99998121  x   1.00035021  =   1.00033141
 DH6754
 DH6754                          SUPERSEDED SURVEY CONTROL
 DH6754
 DH6754  NAD 83(1998)-  36 15 14.08948(N)    120 15 13.58110(W) AD(2004.50) B
 DH6754  ELLIP H (06/30/05)  119.741  (m)                       GP(       ) 4 1
 DH6754
 DH6754.Superseded values are not recommended for survey control.
 DH6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6754.See file dsdata.txt to determine how the superseded data were derived.
 DH6754
 DH6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4674415610(NAD 83)
 DH6754_MARKER: DD = SURVEY DISK
 DH6754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH6754_SP_SET: SIPHON STRUCTURE
 DH6754_STAMPING: 5.92 R
 DH6754_MARK LOGO: BOR   
 DH6754_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6754+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH6754
 DH6754  HISTORY     - Date     Condition        Report By
 DH6754  HISTORY     - UNK      MONUMENTED       BOR
 DH6754  HISTORY     - 20040901 GOOD             CSRC
 DH6754
 DH6754                          STATION DESCRIPTION
 DH6754
 DH6754'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG)
 DH6754'STATION IS LOCATED APPROXIMATELY 16.1 KM (10 MILES) NORTHEAST OF
 DH6754'COALINGA AND ABOUT 41.8  KM (26 MILES) WEST OF LEMOORE, AT THE
 DH6754'INTERSECTION OF HWY 198 AND THE COALINGA CANAL. TO REACH THE STATION
 DH6754'FROM COALINGA, GO NORTH ON HWY 33 FOR ABOUT 14.5 KM (9 MILES) TO  THE
 DH6754'INTERSECTION WITH HWY 198, A SIDE ROAD TO THE RIGHT. TURN RIGHT AND GO
 DH6754'EAST ON HWY  198 FOR 5.8 KM (3.6 MILES) TO THE COALINGA CANAL AND THE
 DH6754'STATION ON THE RIGHT. LIKEWISE,  FROM LEMOORE, GO WEST ON HWY 198 FOR
 DH6754'ABOUT 41.9 KM (26 MILES) TO THE INTERSECTION OF  HWY 198 AND I-5.
 DH6754'CONTINUE WEST ON HWY 198 FOR 0.8 KM (0.5 MILES) TO THE COALINGA CANAL
 DH6754'AND  THE STATION ON THE LEFT.  THE STATION, A US DEPT OF INTERIOR,
 DH6754'BUREAU OF RECLAMATION 4-INCH BRASS DISK, IS LOCATED ON  THE CENTERLINE
 DH6754'OF A SIPHON VALVE STRUCTURE ON THE WEST BANK OF THE CANAL. THE STATION
 DH6754'IS 35.7 M (117 FT) SOUTH OF THE CENTERLINE OF HWY 198, 1.5 M (5.3 FT)
 DH6754'WEST OF THE TOP OF THE  CANAL'S WEST HEADWALL, 7.5 M (24.5 FT)
 DH6754'SOUTHEAST OF THE EAST GATEPOST OF THE ACCESS GATE  TO A SERVICE ROAD
 DH6754'ON THE WEST SIDE OF THE CANAL, AND 0.4 M (1.2 FT) EAST OF THE SIPHON
 DH6754'VALVE  CONTROL STEM.  THIS STATION WAS OBSERVED AS PART OF THE SAN
 DH6754'JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1597 ***********************************************************************
 GT1597  DESIGNATION -  50
 GT1597  PID         -  GT1597
 GT1597  STATE/COUNTY-  CA/FRESNO
 GT1597  USGS QUAD   -  CLOVIS (1981)
 GT1597
 GT1597                         *CURRENT SURVEY CONTROL
 GT1597  ___________________________________________________________________
 GT1597* NAD 83(1986)-  36 45 27.     (N)    119 42 00.     (W)     SCALED    
 GT1597* NAVD 88     -       101.60   (+/-2cm)     333.3    (feet)  VERTCON   
 GT1597  ___________________________________________________________________
 GT1597  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 GT1597  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1597
 GT1597.The horizontal coordinates were scaled from a topographic map and have
 GT1597.an estimated accuracy of +/- 6 seconds.
 GT1597
 GT1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1597.The vertical order pertains to the NGVD 29 superseded value.
 GT1597
 GT1597.The geoid height was determined by GEOID03.
 GT1597
 GT1597;                    North         East    Units  Estimated Accuracy
 GT1597;SPC CA 4     -   658,260.    1,937,500.      MT  (+/- 180 meters Scaled)
 GT1597
 GT1597                          SUPERSEDED SURVEY CONTROL
 GT1597
 GT1597  NGVD 29 (??/??/92)  100.830  (m)          330.81   (f) ADJ UNCH    1 2
 GT1597
 GT1597.Superseded values are not recommended for survey control.
 GT1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1597.See file dsdata.txt to determine how the superseded data were derived.
 GT1597
 GT1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA589713(NAD 83)
 GT1597_MARKER: DD = SURVEY DISK
 GT1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1597_STAMPING: 50
 GT1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1597+STABILITY: SURFACE MOTION
 GT1597
 GT1597  HISTORY     - Date     Condition        Report By
 GT1597  HISTORY     - UNK      MONUMENTED       CA1370
 GT1597  HISTORY     - 1959     GOOD             NGS
 GT1597  HISTORY     - 1974     GOOD             NGS
 GT1597
 GT1597                          STATION DESCRIPTION
 GT1597
 GT1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1597'4.8 MI S FROM CLOVIS.
 GT1597'ABOUT 4.8 MILES SOUTH ALONG CLOVIS AVENUE FROM THE SOUTHERN
 GT1597'PACIFIC STATION AT CLOVIS, AT THE INTERSECTION OF OLIVE AVENUE,
 GT1597'IN THE TOP OF THE NORTHWEST CONCRETE FOUNDATION FOR THE NORTHWEST
 GT1597'FENCE CORNER POST FOR A FENCE AROUND THE E AND J GALLO WINERY,
 GT1597'73 FEET EAST OF THE CENTER LINE OF CLOVIS AVENUE, 44 FEET SOUTH
 GT1597'OF THE CENTER LINE OF OLIVE AVENUE, 6.4 FEET EAST OF THE EAST
 GT1597'RAIL OF A SIDE TRACK, 2 FEET SOUTH OF A TELEPHONE POLE, 0.4
 GT1597'FOOT NORTHWEST OF THE FENCE CORNER POST, ABOUT LEVEL WITH THE
 GT1597'AVENUES AND ABOUT 0.3 FOOT UNDERGROUND.
 GT1597
 GT1597                          STATION RECOVERY (1974)
 GT1597
 GT1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GT1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1739 ***********************************************************************
 JT1739  DESIGNATION -  50 1
 JT1739  PID         -  JT1739
 JT1739  STATE/COUNTY-  CA/NAPA
 JT1739  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1739
 JT1739                         *CURRENT SURVEY CONTROL
 JT1739  ___________________________________________________________________
 JT1739* NAD 83(1986)-  38 14 04.     (N)    122 18 54.     (W)     SCALED    
 JT1739* NAVD 88     -        10.44   (+/-2cm)      34.3    (feet)  VERTCON   
 JT1739  ___________________________________________________________________
 JT1739  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JT1739  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1739
 JT1739.The horizontal coordinates were scaled from a topographic map and have
 JT1739.an estimated accuracy of +/- 6 seconds.
 JT1739
 JT1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1739.The vertical order pertains to the NGVD 29 superseded value.
 JT1739
 JT1739.The geoid height was determined by GEOID03.
 JT1739
 JT1739;                    North         East    Units  Estimated Accuracy
 JT1739;SPC CA 2     -   563,080.    1,972,420.      MT  (+/- 180 meters Scaled)
 JT1739
 JT1739                          SUPERSEDED SURVEY CONTROL
 JT1739
 JT1739  NGVD 29 (??/??/92)    9.703  (m)           31.83   (f) ADJ UNCH    1 1
 JT1739
 JT1739.Superseded values are not recommended for survey control.
 JT1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1739.See file dsdata.txt to determine how the superseded data were derived.
 JT1739
 JT1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599320(NAD 83)
 JT1739_MARKER: DD = SURVEY DISK
 JT1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1739_SP_SET: MASSIVE STRUCTURE
 JT1739_MARK LOGO: CA2330
 JT1739_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1739
 JT1739  HISTORY     - Date     Condition        Report By
 JT1739  HISTORY     - 1971     MONUMENTED       CA2330
 JT1739
 JT1739                          STATION DESCRIPTION
 JT1739
 JT1739'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1739'ALONG LAS AMIGAS AT CARNEROS CREEK, IN SOUTHWEST CORNER OF BRIDGE, A
 JT1739'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1002 ***********************************************************************
 DY1002  DESIGNATION -  50 13 LA CO
 DY1002  PID         -  DY1002
 DY1002  STATE/COUNTY-  CA/LOS ANGELES
 DY1002  USGS QUAD   -  SAN PEDRO (1981)
 DY1002
 DY1002                         *CURRENT SURVEY CONTROL
 DY1002  ___________________________________________________________________
 DY1002* NAD 83(1986)-  33 44 24.     (N)    118 21 32.     (W)     SCALED    
 DY1002* NAVD 88     -        64.17   (+/-2cm)     210.5    (feet)  VERTCON   
 DY1002  ___________________________________________________________________
 DY1002  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DY1002  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1002
 DY1002.The horizontal coordinates were scaled from a topographic map and have
 DY1002.an estimated accuracy of +/- 6 seconds.
 DY1002
 DY1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1002.The vertical order pertains to the NGVD 29 superseded value.
 DY1002
 DY1002.The geoid height was determined by GEOID03.
 DY1002
 DY1002;                    North         East    Units  Estimated Accuracy
 DY1002;SPC CA 5     -   526,680.    1,966,740.      MT  (+/- 180 meters Scaled)
 DY1002
 DY1002                          SUPERSEDED SURVEY CONTROL
 DY1002
 DY1002  NGVD 29 (??/??/92)   63.43   (m)          208.1    (f) COMPUTED    1 1
 DY1002
 DY1002.Superseded values are not recommended for survey control.
 DY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1002.See file dsdata.txt to determine how the superseded data were derived.
 DY1002
 DY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT741341(NAD 83)
 DY1002_MARKER: DD = SURVEY DISK
 DY1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1002_SP_SET: BASE
 DY1002_STAMPING: 5013 1956 5869
 DY1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1002
 DY1002  HISTORY     - Date     Condition        Report By
 DY1002  HISTORY     - 1956     MONUMENTED       CA-037
 DY1002  HISTORY     - 1971     GOOD             NGS
 DY1002  HISTORY     - 1973     GOOD             CA-037
 DY1002
 DY1002                          STATION DESCRIPTION
 DY1002
 DY1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DY1002'4.3 MI W FROM SAN PEDRO.
 DY1002'4.3 MILES WEST ALONG 25TH STREET AND PALOS VERDES DRIVE SOUTH
 DY1002'FROM THE INTERSECTION OF GAFFEY STREET IN SAN PEDRO.  0.45 MILE
 DY1002'NORTHWEST OF THE JUNCTION OF SCHOONER DRIVE, 0.25 MILE EAST OF
 DY1002'PORTUGUESE CANYON, AT THE SOUTHWEST BASE OF A HIGH CUT, 36 1/2
 DY1002'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF THE
 DY1002'DRIVE, 74 1/2 FEET NORTHWEST OF TELEPHONE POLE A86324, 33 FEET
 DY1002'SOUTHEAST OF TELEPHONE POLE A86334, 2.8 FEET NORTHEAST OF A
 DY1002'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE DRIVE AND 0.8 FOOT
 DY1002'UNDER GROUND.
 DY1002
 DY1002                          STATION RECOVERY (1973)
 DY1002
 DY1002'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY1002'PALOS VERDES DRIVE SOUTH AT THE TOE OF A CUT BANK SLOPE ABOUT 410 FEET
 DY1002'EASTERLY OF THE CENTER OF CRENSHAW BOULEVARD AND ABOUT 52 FEET
 DY1002'NORTHEASTERLY OF THE CENTER OF THE DIVIDER STRIP OF THE DRIVE, SET
 DY1002'ABOUT 2 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6644 ***********************************************************************
 EW6644  DESIGNATION -  50 8 RM 1 V CO
 EW6644  PID         -  EW6644
 EW6644  STATE/COUNTY-  CA/VENTURA
 EW6644  USGS QUAD   -  FILLMORE (1951)
 EW6644
 EW6644                         *CURRENT SURVEY CONTROL
 EW6644  ___________________________________________________________________
 EW6644* NAD 83(1986)-  34 22 36.     (N)    118 59 55.     (W)     SCALED    
 EW6644* NAVD 88     -       123.17   (+/-2cm)     404.1    (feet)  VERTCON   
 EW6644  ___________________________________________________________________
 EW6644  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW6644  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6644
 EW6644.The horizontal coordinates were scaled from a topographic map and have
 EW6644.an estimated accuracy of +/- 6 seconds.
 EW6644
 EW6644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6644.The vertical order pertains to the NGVD 29 superseded value.
 EW6644
 EW6644.The geoid height was determined by GEOID03.
 EW6644
 EW6644;                    North         East    Units  Estimated Accuracy
 EW6644;SPC CA 5     -   597,700.    1,908,160.      MT  (+/- 180 meters Scaled)
 EW6644
 EW6644                          SUPERSEDED SURVEY CONTROL
 EW6644
 EW6644  NGVD 29 (??/??/92)  122.381  (m)          401.51   (f) ADJ UNCH    1 1
 EW6644
 EW6644.Superseded values are not recommended for survey control.
 EW6644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6644.See file dsdata.txt to determine how the superseded data were derived.
 EW6644
 EW6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU162057(NAD 83)
 EW6644_MARKER: DR = REFERENCE MARK DISK
 EW6644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6644_SP_SET: WATER DIVERSLON WALL
 EW6644_STAMPING: 50-8 RM 1 1974
 EW6644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6644
 EW6644  HISTORY     - Date     Condition        Report By
 EW6644  HISTORY     - 1974     MONUMENTED       CA-111
 EW6644
 EW6644                          STATION DESCRIPTION
 EW6644
 EW6644'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1974
 EW6644'AT MONTALVO.
 EW6644'STANDARD VENTURA COUNTY B.C.M. STAMPED 50-8 RM 1 1974, SET IN TOP CON-
 EW6644'CRETE WATER DIVERSION WALL, 81 FT. EAST FROM CENTERLINE PAVEMENT OF
 EW6644'TOLAND PARK RD., 75 FT. NORTH FROM CENTERLINE PAVEMENT OF HIGHWAY 126.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4755 ***********************************************************************
 EW4755  DESIGNATION -  50 8 V CO
 EW4755  PID         -  EW4755
 EW4755  STATE/COUNTY-  CA/VENTURA
 EW4755  USGS QUAD   -  FILLMORE (1951)
 EW4755
 EW4755                         *CURRENT SURVEY CONTROL
 EW4755  ___________________________________________________________________
 EW4755* NAD 83(1986)-  34 22 35.     (N)    118 59 54.     (W)     SCALED    
 EW4755* NAVD 88     -       123.19   (+/-2cm)     404.2    (feet)  VERTCON   
 EW4755  ___________________________________________________________________
 EW4755  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW4755  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4755
 EW4755.The horizontal coordinates were scaled from a topographic map and have
 EW4755.an estimated accuracy of +/- 6 seconds.
 EW4755
 EW4755.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4755.The vertical order pertains to the NGVD 29 superseded value.
 EW4755
 EW4755.The geoid height was determined by GEOID03.
 EW4755
 EW4755;                    North         East    Units  Estimated Accuracy
 EW4755;SPC CA 5     -   597,670.    1,908,190.      MT  (+/- 180 meters Scaled)
 EW4755
 EW4755                          SUPERSEDED SURVEY CONTROL
 EW4755
 EW4755  NGVD 29 (??/??/92)  122.40   (m)          401.6    (f) COMPUTED    1 2
 EW4755
 EW4755.Superseded values are not recommended for survey control.
 EW4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4755.See file dsdata.txt to determine how the superseded data were derived.
 EW4755
 EW4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU162057(NAD 83)
 EW4755_MARKER: DD = SURVEY DISK
 EW4755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4755_SP_SET: CULVERT
 EW4755_STAMPING: 50-8
 EW4755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4755
 EW4755  HISTORY     - Date     Condition        Report By
 EW4755  HISTORY     - UNK      MONUMENTED       CA-111
 EW4755  HISTORY     - 1966     GOOD             CA-111
 EW4755
 EW4755                          STATION DESCRIPTION
 EW4755
 EW4755'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1966
 EW4755'AT FILLMORE.
 EW4755'14.5 FT N FROM THE CENTERLINE OF STATE HWY 126, 26.5 FT E OF
 EW4755'CENTERLINE OF TOLAND ROAD, ON N HEADWALL 2 FT IN FROM W CORNER
 EW4755'STATE BOX CULVERT MARKED MILE 3.25B, A STANDARD VENTURA CO BENCH
 EW4755'MARK MONUMENT, STAMPED 50-8.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4754 ***********************************************************************
 EW4754  DESIGNATION -  50 9 V CO
 EW4754  PID         -  EW4754
 EW4754  STATE/COUNTY-  CA/VENTURA
 EW4754  USGS QUAD   -  FILLMORE (1951)
 EW4754
 EW4754                         *CURRENT SURVEY CONTROL
 EW4754  ___________________________________________________________________
 EW4754* NAD 83(1986)-  34 22 38.     (N)    118 59 39.     (W)     SCALED    
 EW4754* NAVD 88     -       131.35   (+/-2cm)     430.9    (feet)  VERTCON   
 EW4754  ___________________________________________________________________
 EW4754  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW4754  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4754
 EW4754.The horizontal coordinates were scaled from a topographic map and have
 EW4754.an estimated accuracy of +/- 6 seconds.
 EW4754
 EW4754.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4754.The vertical order pertains to the NGVD 29 superseded value.
 EW4754
 EW4754.The geoid height was determined by GEOID03.
 EW4754
 EW4754;                    North         East    Units  Estimated Accuracy
 EW4754;SPC CA 5     -   597,760.    1,908,570.      MT  (+/- 180 meters Scaled)
 EW4754
 EW4754                          SUPERSEDED SURVEY CONTROL
 EW4754
 EW4754  NGVD 29 (??/??/92)  130.558  (m)          428.34   (f) ADJ UNCH    1 1
 EW4754
 EW4754.Superseded values are not recommended for survey control.
 EW4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4754.See file dsdata.txt to determine how the superseded data were derived.
 EW4754
 EW4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU166057(NAD 83)
 EW4754_MARKER: DD = SURVEY DISK
 EW4754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4754_STAMPING: 50-9 1966
 EW4754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4754+STABILITY: SURFACE MOTION
 EW4754
 EW4754  HISTORY     - Date     Condition        Report By
 EW4754  HISTORY     - 1966     MONUMENTED       CA-111
 EW4754
 EW4754                          STATION DESCRIPTION
 EW4754
 EW4754'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1966
 EW4754'AT FILLMORE.
 EW4754'1320 FT E OF TOLAND RD ON THE N SIDE OF STATE HWY 126, 34 FT
 EW4754'N OF CENTERLINE OF STATE HWY 126, 42 FT NW POWER POLE 88574E, A
 EW4754'STANDARD VENTURA COUNTY BENCH MARK MONUMENT STAMPED 50-9.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1733 ***********************************************************************
 JT1733  DESIGNATION -  50 A
 JT1733  PID         -  JT1733
 JT1733  STATE/COUNTY-  CA/NAPA
 JT1733  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1733
 JT1733                         *CURRENT SURVEY CONTROL
 JT1733  ___________________________________________________________________
 JT1733* NAD 83(1986)-  38 13 49.     (N)    122 19 06.     (W)     SCALED    
 JT1733* NAVD 88     -        14.13   (+/-2cm)      46.4    (feet)  VERTCON   
 JT1733  ___________________________________________________________________
 JT1733  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JT1733  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1733
 JT1733.The horizontal coordinates were scaled from a topographic map and have
 JT1733.an estimated accuracy of +/- 6 seconds.
 JT1733
 JT1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1733.The vertical order pertains to the NGVD 29 superseded value.
 JT1733
 JT1733.The geoid height was determined by GEOID03.
 JT1733
 JT1733;                    North         East    Units  Estimated Accuracy
 JT1733;SPC CA 2     -   562,610.    1,972,130.      MT  (+/- 180 meters Scaled)
 JT1733
 JT1733                          SUPERSEDED SURVEY CONTROL
 JT1733
 JT1733  NGVD 29 (??/??/92)   13.396  (m)           43.95   (f) ADJ UNCH    1 1
 JT1733
 JT1733.Superseded values are not recommended for survey control.
 JT1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1733.See file dsdata.txt to determine how the superseded data were derived.
 JT1733
 JT1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596315(NAD 83)
 JT1733_MARKER: DD = SURVEY DISK
 JT1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1733_SP_SET: CONCRETE POST
 JT1733_MARK LOGO: CA2330
 JT1733_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1733+STABILITY: SURFACE MOTION
 JT1733
 JT1733  HISTORY     - Date     Condition        Report By
 JT1733  HISTORY     - 1971     MONUMENTED       CA2330
 JT1733
 JT1733                          STATION DESCRIPTION
 JT1733
 JT1733'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1733'ALONG LAS AMIGAS, 150 FT (45.7 M) WEST OF MILTON ROAD, ON NORTH SIDE.
 JT1733'A WELL TYPE CONCRETE MONUMENT WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1737 ***********************************************************************
 JT1737  DESIGNATION -  50 B
 JT1737  PID         -  JT1737
 JT1737  STATE/COUNTY-  CA/NAPA
 JT1737  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1737
 JT1737                         *CURRENT SURVEY CONTROL
 JT1737  ___________________________________________________________________
 JT1737* NAD 83(1986)-  38 14 05.     (N)    122 19 06.     (W)     SCALED    
 JT1737* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 JT1737  ___________________________________________________________________
 JT1737  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JT1737  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1737
 JT1737.The horizontal coordinates were scaled from a topographic map and have
 JT1737.an estimated accuracy of +/- 6 seconds.
 JT1737
 JT1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1737.The vertical order pertains to the NGVD 29 superseded value.
 JT1737
 JT1737.The geoid height was determined by GEOID03.
 JT1737
 JT1737;                    North         East    Units  Estimated Accuracy
 JT1737;SPC CA 2     -   563,110.    1,972,130.      MT  (+/- 180 meters Scaled)
 JT1737
 JT1737                          SUPERSEDED SURVEY CONTROL
 JT1737
 JT1737  NGVD 29 (??/??/92)    7.380  (m)           24.21   (f) ADJ UNCH    1 1
 JT1737
 JT1737.Superseded values are not recommended for survey control.
 JT1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1737.See file dsdata.txt to determine how the superseded data were derived.
 JT1737
 JT1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596320(NAD 83)
 JT1737_MARKER: DD = SURVEY DISK
 JT1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1737_SP_SET: CONCRETE POST
 JT1737_MARK LOGO: CA2330
 JT1737_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1737+STABILITY: SURFACE MOTION
 JT1737
 JT1737  HISTORY     - Date     Condition        Report By
 JT1737  HISTORY     - 1971     MONUMENTED       CA2330
 JT1737
 JT1737                          STATION DESCRIPTION
 JT1737
 JT1737'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1737'AT INTERSECTION OF LAS AMIGAS ROAD AND BAYVIEW, IN THE SOUTHEAST
 JT1737'CORNER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0915 ***********************************************************************
 JS0915  DESIGNATION -  50 B USGS
 JS0915  PID         -  JS0915
 JS0915  STATE/COUNTY-  CA/SUTTER
 JS0915  USGS QUAD   -  PLEASANT GROVE (1981)
 JS0915
 JS0915                         *CURRENT SURVEY CONTROL
 JS0915  ___________________________________________________________________
 JS0915* NAD 83(1986)-  38 52 17.     (N)    121 29 17.     (W)     SCALED    
 JS0915* NAVD 88     -        16.264  (meters)      53.36   (feet)  ADJUSTED  
 JS0915  ___________________________________________________________________
 JS0915  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JS0915  DYNAMIC HT  -          16.253 (meters)      53.32  (feet)  COMP
 JS0915  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JS0915
 JS0915  VERT ORDER  -  FIRST     CLASS II
 JS0915
 JS0915.The horizontal coordinates were scaled from a topographic map and have
 JS0915.an estimated accuracy of +/- 6 seconds.
 JS0915
 JS0915.The orthometric height was determined by differential leveling
 JS0915.and adjusted in June 1991.
 JS0915
 JS0915.The geoid height was determined by GEOID03.
 JS0915
 JS0915.The dynamic height is computed by dividing the NAVD 88
 JS0915.geopotential number by the normal gravity value computed on the
 JS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0915.degrees latitude (g = 980.6199 gals.).
 JS0915
 JS0915.The modeled gravity was interpolated from observed gravity values.
 JS0915
 JS0915;                    North         East    Units  Estimated Accuracy
 JS0915;SPC CA 2     -   633,860.    2,044,420.      MT  (+/- 180 meters Scaled)
 JS0915
 JS0915                          SUPERSEDED SURVEY CONTROL
 JS0915
 JS0915  NGVD 29 (??/??/??)   15.56   (m)           51.0    (f) RESET       3  
 JS0915
 JS0915.Superseded values are not recommended for survey control.
 JS0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0915.See file dsdata.txt to determine how the superseded data were derived.
 JS0915
 JS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ311035(NAD 83)
 JS0915_MARKER: P = PIPE CAP
 JS0915_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0915_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0915_STAMPING: 50 B B
 JS0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0915+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 JS0915
 JS0915  HISTORY     - Date     Condition        Report By
 JS0915  HISTORY     - UNK      MONUMENTED       USGS
 JS0915  HISTORY     - 1949     GOOD             NGS
 JS0915  HISTORY     - 1987     POOR             USPSQD
 JS0915  HISTORY     - 20040303 GOOD             CADT
 JS0915
 JS0915                          STATION DESCRIPTION
 JS0915
 JS0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0915'4.4 MI NE FROM CATLETT.
 JS0915'2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN
 JS0915'RAILWAY CROSSING AT CATLETT, THENCE 1.7 MILES NORTH ALONG A
 JS0915'COUNTY ROAD, 137 FEET EAST OF THE SOUTHEAST CORNER OF A
 JS0915'FARMHOUSE, AT THE SOUTHEAST CORNER OF THE YARD, 44 FEET SOUTH
 JS0915'OF A TELEPHONE POLE, 22 FEET WEST OF THE CENTER LINE OF THE
 JS0915'ROAD, 22 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 JS0915'WEST, 4 1/2 FEET NORTHEAST OF A SMALL TREE, AND RIVETED ON THE
 JS0915'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.8 FEET ABOVE THE
 JS0915'GROUND.  NOTE-- THE DATE ON THIS MARK IS NOT LEGIBLE.
 JS0915
 JS0915                          STATION RECOVERY (1987)
 JS0915
 JS0915'RECOVERY NOTE BY US POWER SQUADRON 1987 (CE)
 JS0915'MARK RECOVERED IN POOR CONDITION.
 JS0915
 JS0915                          STATION RECOVERY (2004)
 JS0915
 JS0915'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1738 ***********************************************************************
 JT1738  DESIGNATION -  50 C
 JT1738  PID         -  JT1738
 JT1738  STATE/COUNTY-  CA/NAPA
 JT1738  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1738
 JT1738                         *CURRENT SURVEY CONTROL
 JT1738  ___________________________________________________________________
 JT1738* NAD 83(1986)-  38 14 04.     (N)    122 18 56.     (W)     SCALED    
 JT1738* NAVD 88     -         9.16   (+/-2cm)      30.1    (feet)  VERTCON   
 JT1738  ___________________________________________________________________
 JT1738  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JT1738  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1738
 JT1738.The horizontal coordinates were scaled from a topographic map and have
 JT1738.an estimated accuracy of +/- 6 seconds.
 JT1738
 JT1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1738.The vertical order pertains to the NGVD 29 superseded value.
 JT1738
 JT1738.The geoid height was determined by GEOID03.
 JT1738
 JT1738;                    North         East    Units  Estimated Accuracy
 JT1738;SPC CA 2     -   563,080.    1,972,370.      MT  (+/- 180 meters Scaled)
 JT1738
 JT1738                          SUPERSEDED SURVEY CONTROL
 JT1738
 JT1738  NGVD 29 (??/??/92)    8.425  (m)           27.64   (f) ADJ UNCH    1 1
 JT1738
 JT1738.Superseded values are not recommended for survey control.
 JT1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1738.See file dsdata.txt to determine how the superseded data were derived.
 JT1738
 JT1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599320(NAD 83)
 JT1738_MARKER: DD = SURVEY DISK
 JT1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1738_SP_SET: CONCRETE POST
 JT1738_MARK LOGO: CA2330
 JT1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1738+STABILITY: SURFACE MOTION
 JT1738
 JT1738  HISTORY     - Date     Condition        Report By
 JT1738  HISTORY     - 1971     MONUMENTED       CA2330
 JT1738
 JT1738                          STATION DESCRIPTION
 JT1738
 JT1738'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1738'ALONG LAS AMIGAS ROAD, 65 FT (19.8 M) WEST OF CARNEROS CREEK BRIDGE,
 JT1738'SOUTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1909 ***********************************************************************
 DY1909  DESIGNATION -  50 C OF LA
 DY1909  PID         -  DY1909
 DY1909  STATE/COUNTY-  CA/LOS ANGELES
 DY1909  USGS QUAD   -  TORRANCE (1981)
 DY1909
 DY1909                         *CURRENT SURVEY CONTROL
 DY1909  ___________________________________________________________________
 DY1909* NAD 83(1986)-  33 49 53.     (N)    118 17 56.     (W)     SCALED    
 DY1909* NAVD 88     -        15.18   (+/-2cm)      49.8    (feet)  VERTCON   
 DY1909  ___________________________________________________________________
 DY1909  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1909  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1909
 DY1909.The horizontal coordinates were scaled from a topographic map and have
 DY1909.an estimated accuracy of +/- 6 seconds.
 DY1909
 DY1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1909.The vertical order pertains to the NGVD 29 superseded value.
 DY1909
 DY1909.The geoid height was determined by GEOID03.
 DY1909
 DY1909;                    North         East    Units  Estimated Accuracy
 DY1909;SPC CA 5     -   536,800.    1,972,330.      MT  (+/- 180 meters Scaled)
 DY1909
 DY1909                          SUPERSEDED SURVEY CONTROL
 DY1909
 DY1909  NGVD 29 (??/??/92)   14.428  (m)           47.34   (f) ADJ UNCH    1 2
 DY1909
 DY1909.Superseded values are not recommended for survey control.
 DY1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1909.See file dsdata.txt to determine how the superseded data were derived.
 DY1909
 DY1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798442(NAD 83)
 DY1909_MARKER: DD = SURVEY DISK
 DY1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1909_STAMPING: BM 50
 DY1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1909+STABILITY: SURFACE MOTION
 DY1909
 DY1909  HISTORY     - Date     Condition        Report By
 DY1909  HISTORY     - UNK      MONUMENTED       CA-037
 DY1909  HISTORY     - 1946     GOOD             NGS
 DY1909  HISTORY     - 1961     MARK NOT FOUND   CA-037
 DY1909
 DY1909                          STATION DESCRIPTION
 DY1909
 DY1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1909'1.1 MI E FROM TORRANCE.
 DY1909'1.1 MILES EAST ALONG CARSON STREET FROM CROSSING OF ARLINGTON
 DY1909'AVENUE AT TORRANCE, AT THE INTERSECTION OF CARSON STREET AND
 DY1909'NORMANDIE AVENUE, 113.0 FEET SOUTH OF THE SOUTH CURBLINE OF CARSON
 DY1909'STREET, 50.6 FEET WEST OF WEST CURB OF NORMANDIE AVENUE, 22.6 FEET
 DY1909'SOUTHWEST OF POWER POLE NO. 29344-R, 27.0 FEET WEST OF THE WEST
 DY1909'RAIL OF THE PACIFIC ELECTRIC RAILWAY, 0.4 FOOT LOWER THAN THE TOP
 DY1909'OF THE RAIL, FLUSH WITH GROUND LEVEL.  A LOS ANGELES COUNTY ROAD
 DY1909'DEPARTMENT STANDARD DISK, STAMPED BM 50 AND SET IN THE TOP OF A
 DY1909'CONCRETE POST.
 DY1909
 DY1909                          STATION RECOVERY (1961)
 DY1909
 DY1909'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1961
 DY1909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2427 ***********************************************************************
 HS2427  DESIGNATION -  50 DWR
 HS2427  PID         -  HS2427
 HS2427  STATE/COUNTY-  CA/STANISLAUS
 HS2427  USGS QUAD   -  NEWMAN (1978)
 HS2427
 HS2427                         *CURRENT SURVEY CONTROL
 HS2427  ___________________________________________________________________
 HS2427* NAD 83(1986)-  37 19 11.     (N)    121 06 16.     (W)     SCALED    
 HS2427* NAVD 88     -        56.85   (+/-2cm)     186.5    (feet)  VERTCON   
 HS2427  ___________________________________________________________________
 HS2427  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 HS2427  VERT ORDER  -  THIRD (See Below)
 HS2427
 HS2427.The horizontal coordinates were scaled from a topographic map and have
 HS2427.an estimated accuracy of +/- 6 seconds.
 HS2427
 HS2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2427.The vertical order pertains to the NGVD 29 superseded value.
 HS2427
 HS2427.The geoid height was determined by GEOID03.
 HS2427
 HS2427;                    North         East    Units  Estimated Accuracy
 HS2427;SPC CA 3     -   591,150.    1,946,430.      MT  (+/- 180 meters Scaled)
 HS2427
 HS2427                          SUPERSEDED SURVEY CONTROL
 HS2427
 HS2427  NGVD 29 (??/??/??)   56.08   (m)          184.0    (f) RESET       3  
 HS2427
 HS2427.Superseded values are not recommended for survey control.
 HS2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2427.See file dsdata.txt to determine how the superseded data were derived.
 HS2427
 HS2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679320(NAD 83)
 HS2427_MARKER: P = PIPE CAP
 HS2427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2427_STAMPING: 50
 HS2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2427
 HS2427  HISTORY     - Date     Condition        Report By
 HS2427  HISTORY     - UNK      MONUMENTED       CADWR
 HS2427  HISTORY     - 1965     GOOD             NGS
 HS2427
 HS2427                          STATION DESCRIPTION
 HS2427
 HS2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS2427'4.9 MI W FROM NEWMAN.
 HS2427'0.4 MILE NORTHWEST ALONG N. STREET FROM THE SOUTHERN PACIFIC
 HS2427'COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.4 MILE WEST ALONG
 HS2427'YOLO STREET, THENCE 4.1 MILES WEST ALONG ORESTIMBA ROAD, 21
 HS2427'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF THE
 HS2427'EXTENDED CENTER LINE OF BELL ROAD NORTH, 7 FEET WEST OF A POWER
 HS2427'POLE, 1.9 FEET NORTH OF A FENCE, 2.9 FEET WEST OF A WITNESS
 HS2427'POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND BOLTED ON THE TOP
 HS2427'OF A 1 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3427 ***********************************************************************
 EV3427  DESIGNATION -  50 FMK
 EV3427  PID         -  EV3427
 EV3427  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3427  USGS QUAD   -  HELENDALE (1993)
 EV3427
 EV3427                         *CURRENT SURVEY CONTROL
 EV3427  ___________________________________________________________________
 EV3427* NAD 83(1986)-  34 42 04.     (N)    117 20 16.     (W)     SCALED    
 EV3427* NAVD 88     -       762.121  (meters)    2500.39   (feet)  ADJUSTED  
 EV3427  ___________________________________________________________________
 EV3427  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV3427  DYNAMIC HT  -         761.233 (meters)    2497.48  (feet)  COMP
 EV3427  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 EV3427
 EV3427  VERT ORDER  -  FIRST     CLASS I
 EV3427
 EV3427.The horizontal coordinates were scaled from a topographic map and have
 EV3427.an estimated accuracy of +/- 6 seconds.
 EV3427
 EV3427.The orthometric height was determined by differential leveling
 EV3427.and adjusted in June 1991.
 EV3427
 EV3427.The geoid height was determined by GEOID03.
 EV3427
 EV3427.The dynamic height is computed by dividing the NAVD 88
 EV3427.geopotential number by the normal gravity value computed on the
 EV3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3427.degrees latitude (g = 980.6199 gals.).
 EV3427
 EV3427.The modeled gravity was interpolated from observed gravity values.
 EV3427
 EV3427;                    North         East    Units  Estimated Accuracy
 EV3427;SPC CA 5     -   633,430.    2,060,670.      MT  (+/- 180 meters Scaled)
 EV3427
 EV3427                          SUPERSEDED SURVEY CONTROL
 EV3427
 EV3427  NGVD 29 (??/??/92)  761.301  (m)         2497.70   (f) ADJ UNCH    1 1
 EV3427
 EV3427.Superseded values are not recommended for survey control.
 EV3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3427.See file dsdata.txt to determine how the superseded data were derived.
 EV3427
 EV3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU690399(NAD 83)
 EV3427_MARKER: DB = BENCH MARK DISK
 EV3427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV3427_SP_SET: COPPER-CLAD STEEL ROD
 EV3427_STAMPING: 50 FMK 1973
 EV3427_MARK LOGO: USGS  
 EV3427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3427
 EV3427  HISTORY     - Date     Condition        Report By
 EV3427  HISTORY     - 1973     MONUMENTED       USGS
 EV3427  HISTORY     - 1978     GOOD             NGS
 EV3427  HISTORY     - 1987     GOOD             NGS
 EV3427
 EV3427                          STATION DESCRIPTION
 EV3427
 EV3427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3427'3.2 MI SW FROM HELENDALE.
 EV3427'3.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3427'FROM THE STATION SIGNBOARD AT HELENDALE, 97 FT. EAST OF RAIL OF MAIN
 EV3427'TRACK, 18 FT. EAST OF CENTER LINE OF DIRT ROAD, 1.0 FT. WEST OF A
 EV3427'FENCE. DISK IS FLUSH WITH GROUND, ACCESS TO WHICH IS HAD THROUGH A
 EV3427'6-INCH PLASTIC PIPE.
 EV3427
 EV3427                          STATION RECOVERY (1987)
 EV3427
 EV3427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0276 ***********************************************************************
 GU0276  DESIGNATION -  50 GWM
 GU0276  PID         -  GU0276
 GU0276  STATE/COUNTY-  CA/FRESNO
 GU0276  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0276
 GU0276                         *CURRENT SURVEY CONTROL
 GU0276  ___________________________________________________________________
 GU0276* NAD 83(1986)-  36 46 34.     (N)    120 50 10.     (W)     SCALED    
 GU0276* NAVD 88     -       230.281  (meters)     755.51   (feet)  ADJUSTED  
 GU0276  ___________________________________________________________________
 GU0276  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 GU0276  DYNAMIC HT  -         230.087 (meters)     754.88  (feet)  COMP
 GU0276  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 GU0276
 GU0276  VERT ORDER  -  FIRST     CLASS I
 GU0276
 GU0276.The horizontal coordinates were scaled from a topographic map and have
 GU0276.an estimated accuracy of +/- 6 seconds.
 GU0276
 GU0276.The orthometric height was determined by differential leveling
 GU0276.and adjusted in June 1991.
 GU0276
 GU0276.The geoid height was determined by GEOID03.
 GU0276
 GU0276.The dynamic height is computed by dividing the NAVD 88
 GU0276.geopotential number by the normal gravity value computed on the
 GU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0276.degrees latitude (g = 980.6199 gals.).
 GU0276
 GU0276.The modeled gravity was interpolated from observed gravity values.
 GU0276
 GU0276;                    North         East    Units  Estimated Accuracy
 GU0276;SPC CA 4     -   661,660.    1,836,110.      MT  (+/- 180 meters Scaled)
 GU0276
 GU0276                          SUPERSEDED SURVEY CONTROL
 GU0276
 GU0276.No superseded survey control is available for this station.
 GU0276
 GU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF931722(NAD 83)
 GU0276_MARKER: DD = SURVEY DISK
 GU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0276_SP_SET: CONCRETE POST
 GU0276_STAMPING: GWM 50 1940 752
 GU0276_MARK LOGO: USGS  
 GU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0276+STABILITY: SURFACE MOTION
 GU0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0276+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1988
 GU0276
 GU0276  HISTORY     - Date     Condition        Report By
 GU0276  HISTORY     - 1940     MONUMENTED       USGS
 GU0276  HISTORY     - 1975     GOOD             NGS
 GU0276  HISTORY     - 19881125 GOOD             NGS
 GU0276
 GU0276                          STATION DESCRIPTION
 GU0276
 GU0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0276'23.9 MI SW FROM SOUTH DOS PALOS.
 GU0276'13.4 MILES SOUTH ALONG RUSSELL AVENUE FROM THE SOUTHERN PACIFIC
 GU0276'COMPANY RAILROAD STATION AT SOUTH DOS PALOS, THENCE 4.05 MILES
 GU0276'WEST ALONG SHIELDS AVENUE, THENCE 6.45 MILES WEST ALONG LITTLE
 GU0276'PANOCHE CREEK ROAD, 0.1 MILE NORTHEAST OF A CREEK, 0.1 MILE
 GU0276'SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 0.05
 GU0276'MILE SOUTHWEST OF THE JUNCTION OF A DIRT TRACK ROAD LEADING
 GU0276'SOUTHEAST, 54 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 GU0276'28.0 FEET NORTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WOODEN
 GU0276'WITNESS POST, 28.1 FEET NORTHWEST OF A METAL WITNESS POST,
 GU0276'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 GU0276'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  SEC 25,
 GU0276'T13S, R 10E.
 GU0276
 GU0276                          STATION RECOVERY (1988)
 GU0276
 GU0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1623 ***********************************************************************
 DY1623  DESIGNATION -  50 H
 DY1623  PID         -  DY1623
 DY1623  STATE/COUNTY-  CA/LOS ANGELES
 DY1623  USGS QUAD   -  INGLEWOOD (1981)
 DY1623
 DY1623                         *CURRENT SURVEY CONTROL
 DY1623  ___________________________________________________________________
 DY1623* NAD 83(1986)-  33 56 51.     (N)    118 15 55.     (W)     SCALED    
 DY1623* NAVD 88     -        37.224  (meters)     122.13   (feet)  READJUSTED
 DY1623  ___________________________________________________________________
 DY1623  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY1623  DYNAMIC HT  -          37.180 (meters)     121.98  (feet)  COMP
 DY1623  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 DY1623
 DY1623  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY1623
 DY1623.The horizontal coordinates were scaled from a topographic map and have
 DY1623.an estimated accuracy of +/- 6 seconds.
 DY1623
 DY1623.The orthometric height was determined by differential leveling
 DY1623.and adjusted in February 1993.
 DY1623.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY1623.distribution rate of 0.0 thru 1.0 mm/km.
 DY1623.The height was derived from older observations constrained to new
 DY1623.heights in a crustal motion area.  The height is approximate in
 DY1623.relation to other heights in its vicinity.
 DY1623
 DY1623.The geoid height was determined by GEOID03.
 DY1623
 DY1623.The dynamic height is computed by dividing the NAVD 88
 DY1623.geopotential number by the normal gravity value computed on the
 DY1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1623.degrees latitude (g = 980.6199 gals.).
 DY1623
 DY1623.The modeled gravity was interpolated from observed gravity values.
 DY1623
 DY1623;                    North         East    Units  Estimated Accuracy
 DY1623;SPC CA 5     -   549,670.    1,975,480.      MT  (+/- 180 meters Scaled)
 DY1623
 DY1623                          SUPERSEDED SURVEY CONTROL
 DY1623
 DY1623.No superseded survey control is available for this station.
 DY1623
 DY1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830570(NAD 83)
 DY1623_MARKER: DB = BENCH MARK DISK
 DY1623_SETTING: 0 = UNSPECIFIED SETTING
 DY1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1623
 DY1623  HISTORY     - Date     Condition        Report By
 DY1623  HISTORY     - UNK      MONUMENTED       CA1980
 DY1623  HISTORY     - 1968     GOOD             CA1980
 DY1623  HISTORY     - 1976     GOOD             NGS
 DY1623  HISTORY     - 1978     GOOD             NGS
 DY1623  HISTORY     - 19890530 MARK NOT FOUND   NGS
 DY1623
 DY1623                          STATION DESCRIPTION
 DY1623
 DY1623'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1623'AT LOS ANGELES.
 DY1623'CITY OF LOS ANGELES STANDARD CITY DISC 50-H IN 8-INCH MONUMENT
 DY1623'2 FEET NORTH OF NORTH CURB LINE OF 98TH STREET, 8 FEET WEST
 DY1623'OF AVALON BOULEVARD.
 DY1623
 DY1623                          STATION RECOVERY (1976)
 DY1623
 DY1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1623'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AVALON
 DY1623'BOULEVARD AND 98 TH STREET, CITY DISK IN TOP OF CONCRETE POST BUILT IN
 DY1623'THE SIDEWALK, 2 FT NORTH OF NORTH CURB OF 98 TH STREET, 2 FT EAST OF
 DY1623'POWER POLE 259992M, 18 FT WEST OF EXTENDED WEST CURB LINE OF BOULEVARD
 DY1623
 DY1623                          STATION RECOVERY (1978)
 DY1623
 DY1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1623'RECOVERED IN GOOD CONDITION.
 DY1623
 DY1623                          STATION RECOVERY (1989)
 DY1623
 DY1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1623'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0938 ***********************************************************************
 DB0938  DESIGNATION -  50 JD RESET
 DB0938  PID         -  DB0938
 DB0938  STATE/COUNTY-  CA/IMPERIAL
 DB0938  USGS QUAD   -  BRAWLEY (1979)
 DB0938
 DB0938                         *CURRENT SURVEY CONTROL
 DB0938  ___________________________________________________________________
 DB0938* NAD 83(1986)-  32 58 39.     (N)    115 30 30.     (W)     SCALED    
 DB0938* NAVD 88     -       -37.159  (meters)    -121.91   (feet)  ADJUSTED  
 DB0938  ___________________________________________________________________
 DB0938  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DB0938  DYNAMIC HT  -         -37.118 (meters)    -121.78  (feet)  COMP
 DB0938  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 DB0938
 DB0938  VERT ORDER  -  FIRST     CLASS II
 DB0938
 DB0938.The horizontal coordinates were scaled from a topographic map and have
 DB0938.an estimated accuracy of +/- 6 seconds.
 DB0938
 DB0938.The orthometric height was determined by differential leveling
 DB0938.and adjusted in March 1994.
 DB0938
 DB0938.The geoid height was determined by GEOID03.
 DB0938
 DB0938.The dynamic height is computed by dividing the NAVD 88
 DB0938.geopotential number by the normal gravity value computed on the
 DB0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0938.degrees latitude (g = 980.6199 gals.).
 DB0938
 DB0938.The modeled gravity was interpolated from observed gravity values.
 DB0938
 DB0938;                    North         East    Units  Estimated Accuracy
 DB0938;SPC CA 6     -   590,170.    2,069,330.      MT  (+/- 180 meters Scaled)
 DB0938
 DB0938                          SUPERSEDED SURVEY CONTROL
 DB0938
 DB0938  NGVD 29 (??/??/??)  -37.852  (m)         -124.19   (f) ADJUSTED    1 2
 DB0938
 DB0938.Superseded values are not recommended for survey control.
 DB0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0938.See file dsdata.txt to determine how the superseded data were derived.
 DB0938
 DB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS393497(NAD 83)
 DB0938_MARKER: DD = SURVEY DISK
 DB0938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0938_SP_SET: HEADWALL
 DB0938_STAMPING: 50 JD 1955 RESET 1957
 DB0938_MARK LOGO: USGS  
 DB0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0938+STABILITY: SURFACE MOTION
 DB0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0938+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1991
 DB0938
 DB0938  HISTORY     - Date     Condition        Report By
 DB0938  HISTORY     - 1957     MONUMENTED       USGS
 DB0938  HISTORY     - 1972     GOOD             NGS
 DB0938  HISTORY     - 1974     GOOD             CA-025
 DB0938  HISTORY     - 1976     GOOD             NGS
 DB0938  HISTORY     - 1978     GOOD             NGS
 DB0938  HISTORY     - 1980     GOOD             CA-025
 DB0938  HISTORY     - 1981     GOOD             NGS
 DB0938  HISTORY     - 1984     GOOD             CA-025
 DB0938  HISTORY     - 19881005 GOOD             CA-025
 DB0938  HISTORY     - 19911015 GOOD             CA-025
 DB0938  HISTORY     - 20080407 MARK NOT FOUND   INDIV
 DB0938
 DB0938                          STATION DESCRIPTION
 DB0938
 DB0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0938'1.1 MI E FROM BRAWLEY.
 DB0938'ABOUT 1.1 MILES EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0938'HIGHWAY 78, 38 FEET EAST CENTERLINE OF STATE HIGHWAY 111, 55
 DB0938'FEET SOUTH CENTERLINE OF STATE HIGHWAY 78, AND SET ON TOP AND
 DB0938'CENTER OF SOUTH CONCRETE HEADWALL OF SIPHON FOR BEST LATERAL
 DB0938'UNDER HIGHWAY 78.  PREVIOUSLY DESIGNATED BM U.S.G.S.  SECTION
 DB0938'34, T 13 S, R 14 E.  NOTE-- THIS IS USED AS A COUNTY OF IMPERIAL
 DB0938'BENCH MARK CO B.-3.
 DB0938
 DB0938                          STATION RECOVERY (1974)
 DB0938
 DB0938'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1974
 DB0938'RECOVERED IN GOOD CONDITION.
 DB0938
 DB0938                          STATION RECOVERY (1976)
 DB0938
 DB0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DB0938'1.2 MILES EAST ALONG STATE HIGHWAY 78 (MAIN STREET) FROM THE
 DB0938'CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD AT BRAWLEY,
 DB0938'AT THE JUNCTION OF STATE HIGHWAY 111 SOUTH, 54 FT. SOUTH OF THE
 DB0938'CENTER LINE OF HIGHWAY 78, 38 FT. EAST OF THE CENTER LINE OF
 DB0938'HIGHWAY 111, AT IN THE CENTER OF THE SOUTH CONCRETE HEADWALL
 DB0938'OF A SIPHON FOR BEST LATERAL UNDER STATE HIGHWAY 78,
 DB0938
 DB0938                          STATION RECOVERY (1978)
 DB0938
 DB0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DB0938'1.2 MILE EAST ALONG STATE HIGHWAY (MAIN STREET) FROM THE CROSSING OF
 DB0938'THE SOUTHERN PACIFIC RAILROAD AT BRAWLEY, AT THE JUNCTION OF STATE
 DB0938'HIGHWAY 111 SOUTH, 54 FT. SOUTH OF CENTER LINE OF HIGHWAY 78, 38 FT.
 DB0938'EAST OF THE CENTERLINE OF HIGHWAY 111, IN THE CENTER OF THE SOUTH
 DB0938'CONCRETE HEAD WALL OF A SIPHON FOR BEST LATERAL UNDER HIGHWAY 78.
 DB0938
 DB0938                          STATION RECOVERY (1980)
 DB0938
 DB0938'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1980
 DB0938'RECOVERED IN GOOD CONDITION.
 DB0938
 DB0938                          STATION RECOVERY (1981)
 DB0938
 DB0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0938'RECOVERED IN GOOD CONDITION.
 DB0938
 DB0938                          STATION RECOVERY (1984)
 DB0938
 DB0938'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0938'RECOVERED IN GOOD CONDITION.
 DB0938
 DB0938                          STATION RECOVERY (1988)
 DB0938
 DB0938'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0938'RECOVERED IN GOOD CONDITION.
 DB0938
 DB0938                          STATION RECOVERY (1991)
 DB0938
 DB0938'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0938'1.2 MI (1.9 KM) EAST ALONG STATE HIGHWAY (MAIN STREET) FROM THE
 DB0938'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT BRAWLEY, AT THE JUNCTION
 DB0938'OF STATE HIGHWAY 111 SOUTH, 54 FT (16.5 M) SOUTH OF CENTERLINE OF
 DB0938'HIGHWAY 78, 38 FT (11.6 M) EAST OF THE CENTERLINE OF HIGHWAY 111, IN
 DB0938'THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A SIPHON FOR BEST
 DB0938'LATERAL UNDER HIGHWAY 78.
 DB0938
 DB0938                          STATION RECOVERY (2008)
 DB0938
 DB0938'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JR)
 DB0938'OLD MARK DESTROYED. BENCHMARK RESET IN 2003 BY IMPERIAL COUNTY
 DB0938'SURVEYOR ON THE BASE OF LIGHT POLE NO. J1416 LOCATED NEAR THE
 DB0938'NORTHWEST CORNER OF SR 78 AND SR 111. ELEVEATION = -122.458 PER
 DB0938'IMPERIAL COUNTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0535 ***********************************************************************
 FT0535  DESIGNATION -  50 RM
 FT0535  PID         -  FT0535
 FT0535  STATE/COUNTY-  CA/KERN
 FT0535  USGS QUAD   -  PEARSONVILLE (1982)
 FT0535
 FT0535                         *CURRENT SURVEY CONTROL
 FT0535  ___________________________________________________________________
 FT0535* NAD 83(1986)-  35 47 47.     (N)    117 47 54.     (W)     SCALED    
 FT0535* NAVD 88     -       702.131  (meters)    2303.57   (feet)  ADJUSTED  
 FT0535  ___________________________________________________________________
 FT0535  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FT0535  DYNAMIC HT  -         701.358 (meters)    2301.04  (feet)  COMP
 FT0535  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 FT0535
 FT0535  VERT ORDER  -  FIRST     CLASS II
 FT0535
 FT0535.The horizontal coordinates were scaled from a topographic map and have
 FT0535.an estimated accuracy of +/- 6 seconds.
 FT0535
 FT0535.The orthometric height was determined by differential leveling
 FT0535.and adjusted in June 1991.
 FT0535
 FT0535.The geoid height was determined by GEOID03.
 FT0535
 FT0535.The dynamic height is computed by dividing the NAVD 88
 FT0535.geopotential number by the normal gravity value computed on the
 FT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0535.degrees latitude (g = 980.6199 gals.).
 FT0535
 FT0535.The modeled gravity was interpolated from observed gravity values.
 FT0535
 FT0535;                    North         East    Units  Estimated Accuracy
 FT0535;SPC CA 5     -   754,760.    2,018,230.      MT  (+/- 180 meters Scaled)
 FT0535
 FT0535                          SUPERSEDED SURVEY CONTROL
 FT0535
 FT0535  NGVD 29 (??/??/??)  701.39   (m)         2301.1    (f) RESET       3  
 FT0535
 FT0535.Superseded values are not recommended for survey control.
 FT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0535.See file dsdata.txt to determine how the superseded data were derived.
 FT0535
 FT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV278616(NAD 83)
 FT0535_MARKER: DD = SURVEY DISK
 FT0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0535_STAMPING: 50 RM 1950
 FT0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0535+STABILITY: SURFACE MOTION
 FT0535
 FT0535  HISTORY     - Date     Condition        Report By
 FT0535  HISTORY     - 1950     MONUMENTED       USN
 FT0535  HISTORY     - 1950     GOOD             NGS
 FT0535
 FT0535                          STATION DESCRIPTION
 FT0535
 FT0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0535'11.9 MI NE FROM CHINA LAKE USN .
 FT0535'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0535'THE B-1 RANGE, IT IS ONE OF THE STATIONS OF THE B-1 BASE LINE,
 FT0535'WHICH IS JUST WEST OF THE B-1 AIR STRIP.  THE STATION IS A NAVAL
 FT0535'ORDNANCE DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE
 FT0535'GROUND, THE DISK IS STAMPED 50 RM 1950 AND SETS 2 INCHES BELOW
 FT0535'THE SURFACE OF THE GROUND.  TO REACH FROM THE CONTROL TOWER OF
 FT0535'THE B-1 AIR STRIP GO WEST TO THE B-1 BASE LINE, TURN TO THE
 FT0535'RIGHT, NORTH, AND FOLLOW THE BASE LINE TO THE STATION.
 FT0535'DIRECTIONS TO REACH THE B-1 BASE LINE CAN BE OBTAINED FROM RANGE
 FT0535'DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST
 FT0535'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8227 ***********************************************************************
 AB8227  DESIGNATION -  50 X
 AB8227  PID         -  AB8227
 AB8227  STATE/COUNTY-  CA/SAN BERNARDINO
 AB8227  USGS QUAD   -  ONTARIO (1981)
 AB8227
 AB8227                         *CURRENT SURVEY CONTROL
 AB8227  ___________________________________________________________________
 AB8227* NAD 83(1986)-  34 05 07.     (N)    117 38 30.     (W)     SCALED    
 AB8227* NAVD 88     -       346.575  (meters)    1137.05   (feet)  ADJUSTED  
 AB8227  ___________________________________________________________________
 AB8227  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AB8227  DYNAMIC HT  -         346.188 (meters)    1135.79  (feet)  COMP
 AB8227  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 AB8227
 AB8227  VERT ORDER  -  FIRST     CLASS II
 AB8227
 AB8227.The horizontal coordinates were scaled from a topographic map and have
 AB8227.an estimated accuracy of +/- 6 seconds.
 AB8227
 AB8227.The orthometric height was determined by differential leveling
 AB8227.and adjusted in February 1997.
 AB8227
 AB8227.The geoid height was determined by GEOID03.
 AB8227
 AB8227.The dynamic height is computed by dividing the NAVD 88
 AB8227.geopotential number by the normal gravity value computed on the
 AB8227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8227.degrees latitude (g = 980.6199 gals.).
 AB8227
 AB8227.The modeled gravity was interpolated from observed gravity values.
 AB8227
 AB8227;                    North         East    Units  Estimated Accuracy
 AB8227;SPC CA 5     -   564,980.    2,033,070.      MT  (+/- 180 meters Scaled)
 AB8227
 AB8227                          SUPERSEDED SURVEY CONTROL
 AB8227
 AB8227.No superseded survey control is available for this station.
 AB8227
 AB8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT408717(NAD 83)
 AB8227_MARKER: DB = BENCH MARK DISK
 AB8227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8227_STAMPING: 50X 1933
 AB8227_MARK LOGO: MWDSC 
 AB8227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8227+STABILITY: SURFACE MOTION
 AB8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8227+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8227
 AB8227  HISTORY     - Date     Condition        Report By
 AB8227  HISTORY     - 1933     MONUMENTED       MWDSC
 AB8227  HISTORY     - 19941031 GOOD             MWDSC
 AB8227
 AB8227                          STATION DESCRIPTION
 AB8227
 AB8227'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8227'ONTARIO, FROM THE INTERSECTION OF INTERSTATE 10 AND EUCLID AVENUE
 AB8227'PROCEED SOUTHERLY ALONG EUCLID AVE TO SIXTH STREET, PROCEED EAST ON
 AB8227'SIXTH STREET CAMPUS AVENUE, 36 FEET (11.0 M) NORTH OF SIXTH STREET, 24
 AB8227'FEET (7.3 M) EAST OF CAMPUS AVENUE, 5 FEET (1.5 M) EAST OF POWER POLE
 AB8227'NUMBER 83954Y, FOUND 3 IN. MWDSC BRASS DISK STAMPED 50X 1933, FLUSH IN
 AB8227'THE TOP OF A 1' BY 1' CONCRETE POST FLUSH WITH GROUND. REFERENCE MWD
 AB8227'FB 2002 01 114.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1869 ***********************************************************************
 DX1869  DESIGNATION -  50.051
 DX1869  PID         -  DX1869
 DX1869  STATE/COUNTY-  CA/ORANGE
 DX1869  USGS QUAD   -  TUSTIN (1981)
 DX1869
 DX1869                         *CURRENT SURVEY CONTROL
 DX1869  ___________________________________________________________________
 DX1869* NAD 83(1986)-  33 42 16.     (N)    117 49 30.     (W)     SCALED    
 DX1869* NAVD 88     -        15.64   (+/-2cm)      51.3    (feet)  VERTCON   
 DX1869  ___________________________________________________________________
 DX1869  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DX1869  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1869
 DX1869.The horizontal coordinates were scaled from a topographic map and have
 DX1869.an estimated accuracy of +/- 6 seconds.
 DX1869
 DX1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1869.The vertical order pertains to the NGVD 29 superseded value.
 DX1869
 DX1869.The geoid height was determined by GEOID03.
 DX1869
 DX1869;                    North         East    Units  Estimated Accuracy
 DX1869;SPC CA 6     -   671,650.    1,854,000.      MT  (+/- 180 meters Scaled)
 DX1869
 DX1869                          SUPERSEDED SURVEY CONTROL
 DX1869
 DX1869  NGVD 29 (??/??/??)   14.940  (m)           49.02   (f) ADJUSTED    1 2
 DX1869
 DX1869.Superseded values are not recommended for survey control.
 DX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1869.See file dsdata.txt to determine how the superseded data were derived.
 DX1869
 DX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT235296(NAD 83)
 DX1869_MARKER: Z = SEE DESCRIPTION
 DX1869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1869_SP_SET: CONCRETE BASE
 DX1869_STAMPING: BM ELEV 50.051
 DX1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1869
 DX1869  HISTORY     - Date     Condition        Report By
 DX1869  HISTORY     - UNK      MONUMENTED       USGS
 DX1869  HISTORY     - 1955     GOOD             NGS
 DX1869  HISTORY     - 19960302 GOOD             USPSQD
 DX1869
 DX1869                          STATION DESCRIPTION
 DX1869
 DX1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1869'AT SANTA ANA MCAF.
 DX1869'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE NORTHWEST END OF
 DX1869'HANGAR 2, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST
 DX1869'CONCRETE COLUMN FOR LARGE SLIDING DOORS, 3.4 FEET EAST OF THE
 DX1869'WEST CORNER OF THE BASE, 3.0 FEET WEST OF THE WEST CORNER OF THE
 DX1869'COLUMN, AND ABOUT LEVEL WITH THE BLACK TOP OF THE APRON.
 DX1869
 DX1869                          STATION RECOVERY (1996)
 DX1869
 DX1869'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1866 ***********************************************************************
 DX1866  DESIGNATION -  50.081
 DX1866  PID         -  DX1866
 DX1866  STATE/COUNTY-  CA/ORANGE
 DX1866  USGS QUAD   -  TUSTIN (1981)
 DX1866
 DX1866                         *CURRENT SURVEY CONTROL
 DX1866  ___________________________________________________________________
 DX1866* NAD 83(1986)-  33 42 08.     (N)    117 49 20.     (W)     SCALED    
 DX1866* NAVD 88     -        15.63   (+/-2cm)      51.3    (feet)  VERTCON   
 DX1866  ___________________________________________________________________
 DX1866  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DX1866  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1866
 DX1866.The horizontal coordinates were scaled from a topographic map and have
 DX1866.an estimated accuracy of +/- 6 seconds.
 DX1866
 DX1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1866.The vertical order pertains to the NGVD 29 superseded value.
 DX1866
 DX1866.The geoid height was determined by GEOID03.
 DX1866
 DX1866;                    North         East    Units  Estimated Accuracy
 DX1866;SPC CA 6     -   671,400.    1,854,260.      MT  (+/- 180 meters Scaled)
 DX1866
 DX1866                          SUPERSEDED SURVEY CONTROL
 DX1866
 DX1866  NGVD 29 (??/??/??)   14.930  (m)           48.98   (f) ADJUSTED    1 2
 DX1866
 DX1866.Superseded values are not recommended for survey control.
 DX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1866.See file dsdata.txt to determine how the superseded data were derived.
 DX1866
 DX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT238294(NAD 83)
 DX1866_MARKER: Z = SEE DESCRIPTION
 DX1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1866_SP_SET: CONCRETE BASE
 DX1866_STAMPING: BM ELEV 50.081
 DX1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1866
 DX1866  HISTORY     - Date     Condition        Report By
 DX1866  HISTORY     - UNK      MONUMENTED       USGS
 DX1866  HISTORY     - 1955     GOOD             NGS
 DX1866  HISTORY     - 19960302 GOOD             USPSQD
 DX1866
 DX1866                          STATION DESCRIPTION
 DX1866
 DX1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1866'AT SANTA ANA MCAF.
 DX1866'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE SOUTHEAST END
 DX1866'OF HANGAR 2, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST
 DX1866'CONCRETE COLUMN FOR LARGE SLIDING DOORS, 5.0 FEET NORTH OF THE
 DX1866'SOUTH CORNER OF THE BASE, 1.2 FEET SOUTH OF THE SOUTH CORNER
 DX1866'OF THE COLUMN, AND ABOUT LEVEL WITH THE ROAD AROUND THE HANGAR.
 DX1866
 DX1866                          STATION RECOVERY (1996)
 DX1866
 DX1866'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0182 ***********************************************************************
 HT0182  DESIGNATION -  50.5
 HT0182  PID         -  HT0182
 HT0182  STATE/COUNTY-  CA/ALAMEDA
 HT0182  USGS QUAD   -  NEWARK (1997)
 HT0182
 HT0182                         *CURRENT SURVEY CONTROL
 HT0182  ___________________________________________________________________
 HT0182* NAD 83(1986)-  37 35 08.     (N)    122 00 17.     (W)     SCALED    
 HT0182* NAVD 88     -        16.206  (meters)      53.17   (feet)  ADJUSTED  
 HT0182  ___________________________________________________________________
 HT0182  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT0182  DYNAMIC HT  -          16.194 (meters)      53.13  (feet)  COMP
 HT0182  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 HT0182
 HT0182  VERT ORDER  -  FIRST     CLASS II
 HT0182
 HT0182.The horizontal coordinates were scaled from a topographic map and have
 HT0182.an estimated accuracy of +/- 6 seconds.
 HT0182
 HT0182.The orthometric height was determined by differential leveling
 HT0182.and adjusted in June 1991.
 HT0182
 HT0182.The geoid height was determined by GEOID03.
 HT0182
 HT0182.The dynamic height is computed by dividing the NAVD 88
 HT0182.geopotential number by the normal gravity value computed on the
 HT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0182.degrees latitude (g = 980.6199 gals.).
 HT0182
 HT0182.The modeled gravity was interpolated from observed gravity values.
 HT0182
 HT0182;                    North         East    Units  Estimated Accuracy
 HT0182;SPC CA 3     -   621,540.    1,867,110.      MT  (+/- 180 meters Scaled)
 HT0182
 HT0182                          SUPERSEDED SURVEY CONTROL
 HT0182
 HT0182  NGVD 29 (10/21/93)   15.366  (m)           50.41   (f) ADJUSTED    1 2
 HT0182
 HT0182.Superseded values are not recommended for survey control.
 HT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0182.See file dsdata.txt to determine how the superseded data were derived.
 HT0182
 HT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG878602(NAD 83)
 HT0182_MARKER: B = BOLT
 HT0182_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HT0182+WITH SETTING: PAVEMENT
 HT0182_SP_SET: SEMAPHORE
 HT0182_MARK LOGO: NONE  
 HT0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0182+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1988
 HT0182
 HT0182  HISTORY     - Date     Condition        Report By
 HT0182  HISTORY     - UNK      MONUMENTED       USGS
 HT0182  HISTORY     - 1954     GOOD             NGS
 HT0182  HISTORY     - 1967     GOOD             NGS
 HT0182  HISTORY     - 19881017 GOOD             NGS
 HT0182
 HT0182                          STATION DESCRIPTION
 HT0182
 HT0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT0182'1.5 MI NW FROM NILES.
 HT0182'1.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HT0182'FROM THE STATION AT NILES, 1.0 MILE SOUTHEAST OF DECOTO, AT
 HT0182'SEMAPHORE 276, THE NORTHWEST ONE OF TWO BOLTS SECURING THE
 HT0182'SEMAPHORE TO THE CONCRETE BASE AND PROJECTING 1/4-INCH ABOVE
 HT0182'THE NUT, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 HT0182'1/2 FOOT HIGHER THAN THE TRACK.
 HT0182
 HT0182                          STATION RECOVERY (1967)
 HT0182
 HT0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0182'RECOVERED IN GOOD CONDITION.
 HT0182
 HT0182                          STATION RECOVERY (1988)
 HT0182
 HT0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1304 ***********************************************************************
 DY1304  DESIGNATION -  50.750
 DY1304  PID         -  DY1304
 DY1304  STATE/COUNTY-  CA/LOS ANGELES
 DY1304  USGS QUAD   -  VENICE (1981)
 DY1304
 DY1304                         *CURRENT SURVEY CONTROL
 DY1304  ___________________________________________________________________
 DY1304* NAD 83(1986)-  33 57 09.     (N)    118 26 44.     (W)     SCALED    
 DY1304* NAVD 88     -        15.991  (meters)      52.46   (feet)  ADJUSTED  
 DY1304  ___________________________________________________________________
 DY1304  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DY1304  DYNAMIC HT  -          15.974 (meters)      52.41  (feet)  COMP
 DY1304  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 DY1304
 DY1304  VERT ORDER  -  FIRST     CLASS I
 DY1304
 DY1304.The horizontal coordinates were scaled from a topographic map and have
 DY1304.an estimated accuracy of +/- 6 seconds.
 DY1304
 DY1304.The orthometric height was determined by differential leveling
 DY1304.and adjusted in June 1995.
 DY1304
 DY1304.The geoid height was determined by GEOID03.
 DY1304
 DY1304.The dynamic height is computed by dividing the NAVD 88
 DY1304.geopotential number by the normal gravity value computed on the
 DY1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1304.degrees latitude (g = 980.6199 gals.).
 DY1304
 DY1304.The modeled gravity was interpolated from observed gravity values.
 DY1304
 DY1304;                    North         East    Units  Estimated Accuracy
 DY1304;SPC CA 5     -   550,290.    1,958,810.      MT  (+/- 180 meters Scaled)
 DY1304
 DY1304                          SUPERSEDED SURVEY CONTROL
 DY1304
 DY1304  NAVD 88 (06/15/91)   15.993  (m)           52.47   (f) UNKNOWN     1 1
 DY1304  NGVD 29 (??/??/92)   15.243  (m)           50.01   (f) ADJ UNCH    1 1
 DY1304
 DY1304.Superseded values are not recommended for survey control.
 DY1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1304.See file dsdata.txt to determine how the superseded data were derived.
 DY1304
 DY1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT664578(NAD 83)
 DY1304_MARKER: S = SPIKE
 DY1304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1304_SP_SET: CATCH BASIN
 DY1304_MARK LOGO: NONE  
 DY1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1304+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 DY1304
 DY1304  HISTORY     - Date     Condition        Report By
 DY1304  HISTORY     - UNK      MONUMENTED       CA1980
 DY1304  HISTORY     - 1960     GOOD             NGS
 DY1304  HISTORY     - 1966     GOOD             NGS
 DY1304  HISTORY     - 1978     GOOD             NGS
 DY1304  HISTORY     - 19890525 GOOD             NGS
 DY1304  HISTORY     - 19940707 GOOD             NGS
 DY1304  HISTORY     - 20050823 GOOD             CA1980
 DY1304
 DY1304                          STATION DESCRIPTION
 DY1304
 DY1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1304'AT PLAYA DEL REY.
 DY1304'AT PLAYA DEL REY, AT THE JUNCTION OF VISTA DEL MAR AND GILLIS
 DY1304'STREET, IN TOP OF THE SOUTHEAST CORNER OF A CONCRETE CATCH
 DY1304'BASIN, 50 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 3.4
 DY1304'FEET NORTHEAST OF THE NORTHEAST CURB OF VISTA DEL MAR, 3.2 FEET
 DY1304'NORTH OF THE NORTH SIDE OF A CONCRETE LAMP POST, 0.8 FOOT NORTHWEST
 DY1304'OF GAS METER COVER, AND ABOUT FLUSH WITH THE SIDEWALK.
 DY1304
 DY1304                          STATION RECOVERY (1966)
 DY1304
 DY1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1304'RECOVERED IN GOOD CONDITION.
 DY1304
 DY1304                          STATION RECOVERY (1978)
 DY1304
 DY1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1304'RECOVERED IN GOOD CONDITION.
 DY1304
 DY1304                          STATION RECOVERY (1989)
 DY1304
 DY1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1304'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.9 KM
 DY1304'(0.55 MI) SOUTHEASTERLY ALONG VISTA DEL MAR FROM THE JUNCTION OF
 DY1304'CULVER BOULEVARD IN PLAYA DEL REY.
 DY1304
 DY1304                          STATION RECOVERY (1994)
 DY1304
 DY1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1304'IN PLAYA DEL REY, AT THE INTERSECTION OF VISTA DEL MAR AND GILLIS
 DY1304'STREET, A SPIKE NEAR THE EAST CORNER OF A CONCRETE CATCH BASIN, 13.8 M
 DY1304'(45.3 FT) NORTHWEST OF THE STREET CENTERLINE, 9.6 M (31.5 FT)
 DY1304'NORTHEAST OF THE CENTERLINE OF VISTA DEL MAR, 2.3 M (7.5 FT) SOUTHWEST
 DY1304'OF A CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF VISTA DEL
 DY1304'MAR.
 DY1304
 DY1304                          STATION RECOVERY (2005)
 DY1304
 DY1304'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2005 (RH)
 DY1304'THE MARK IS LOCATED IN A VACATED AREA IN PLAYA DEL REY, LOS ANGELES
 DY1304'CALIFORNIA.
 DY1304' 
 DY1304'THE MARK IS A WIRE SPIKE 1.1 M (3.6 FT) EAST OF EAST CURB OF VISTA DEL
 DY1304'MAR, 110.5 M (362.5 FT) SOUTH OF SOUTH CURB NAPOLEON STREET, IN
 DY1304'SOUTHEAST CORNER OF A CATCH BASIN, 8 M (26.2 FT) NORTH OF THE GILLIS
 DY1304'STREET'S NORTH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1148 ***********************************************************************
 DX1148  DESIGNATION -  500.8
 DX1148  PID         -  DX1148
 DX1148  STATE/COUNTY-  CA/SAN DIEGO
 DX1148  USGS QUAD   -  ESCONDIDO (1975)
 DX1148
 DX1148                         *CURRENT SURVEY CONTROL
 DX1148  ___________________________________________________________________
 DX1148* NAD 83(1986)-  33 01 15.     (N)    117 07 10.     (W)     SCALED    
 DX1148* NAVD 88     -       153.32   (+/-2cm)     503.0    (feet)  VERTCON   
 DX1148  ___________________________________________________________________
 DX1148  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DX1148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1148
 DX1148.The horizontal coordinates were scaled from a topographic map and have
 DX1148.an estimated accuracy of +/- 6 seconds.
 DX1148
 DX1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1148.The vertical order pertains to the NGVD 29 superseded value.
 DX1148
 DX1148.The geoid height was determined by GEOID03.
 DX1148
 DX1148;                    North         East    Units  Estimated Accuracy
 DX1148;SPC CA 6     -   595,070.    1,918,770.      MT  (+/- 180 meters Scaled)
 DX1148
 DX1148                          SUPERSEDED SURVEY CONTROL
 DX1148
 DX1148  NGVD 29 (??/??/??)  152.647  (m)          500.81   (f) ADJUSTED    2 0
 DX1148
 DX1148.Superseded values are not recommended for survey control.
 DX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1148.See file dsdata.txt to determine how the superseded data were derived.
 DX1148
 DX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS888536(NAD 83)
 DX1148_MARKER: N = NAIL
 DX1148_SETTING: 0 = UNSPECIFIED SETTING
 DX1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1148
 DX1148  HISTORY     - Date     Condition        Report By
 DX1148  HISTORY     - UNK      MONUMENTED       USGS
 DX1148  HISTORY     - 1960     GOOD             NGS
 DX1148
 DX1148                          STATION DESCRIPTION
 DX1148
 DX1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1148'10.5 MI SW FROM ESCONDIDO.
 DX1148'REACHED FROM THE INTERSECTION OF BROADWAY AND GRAND AVENUE IN
 DX1148'ESCONDIDO BY GOING SOUTHWESTERLY ON GRAND AVENUE 0.35 MILE TO
 DX1148'U.S. HIGHWAY 395, THENCE SOUTHERLY ON HIGHWAY 395 FOR 7.3 MILES,
 DX1148'THENCE WESTERLY ON A DIRT ROAD 2.6 MILES TO A T ROAD AND MARK 32
 DX1148'FEET EAST OF THE ROAD LEADING NORTH, 22 FEET NORTH OF THE
 DX1148'CENTERLINE OF THE ROAD LEADING EAST, 11 FEET WEST OF BENCH
 DX1148'MARK F 734, IN THE SOUTH ROOT OF THE FIRST STUMP EAST OF THE
 DX1148'STUMP USED AS A FENCE CORNER POST AND ABOUT 3 INCHES BELOW THE
 DX1148'GROUND SURFACE.  A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0771 ***********************************************************************
 LU0771  DESIGNATION -  5001.6 USGS
 LU0771  PID         -  LU0771
 LU0771  STATE/COUNTY-  CA/TRINITY
 LU0771  USGS QUAD   -  SHASTA BALLY (1978)
 LU0771
 LU0771                         *CURRENT SURVEY CONTROL
 LU0771  ___________________________________________________________________
 LU0771* NAD 83(1986)-  40 34 23.     (N)    122 43 35.     (W)     SCALED    
 LU0771* NAVD 88     -      1525.84   (+/-2cm)    5006.0    (feet)  VERTCON   
 LU0771  ___________________________________________________________________
 LU0771  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 LU0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0771
 LU0771.The horizontal coordinates were scaled from a topographic map and have
 LU0771.an estimated accuracy of +/- 6 seconds.
 LU0771
 LU0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0771.The vertical order pertains to the NGVD 29 superseded value.
 LU0771
 LU0771.The geoid height was determined by GEOID03.
 LU0771
 LU0771;                    North         East    Units  Estimated Accuracy
 LU0771;SPC CA 1     -   637,910.    1,938,500.      MT  (+/- 180 meters Scaled)
 LU0771
 LU0771                          SUPERSEDED SURVEY CONTROL
 LU0771
 LU0771  NGVD 29 (??/??/92) 1524.892  (m)         5002.92   (f) ADJ UNCH    2 0
 LU0771
 LU0771.Superseded values are not recommended for survey control.
 LU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0771.See file dsdata.txt to determine how the superseded data were derived.
 LU0771
 LU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK231914(NAD 83)
 LU0771_MARKER: Q = CHISELED SQUARE
 LU0771_SETTING: 80 = SET IN A BOULDER
 LU0771_SP_SET: BOULDER
 LU0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0771+STABILITY: SURFACE MOTION
 LU0771
 LU0771  HISTORY     - Date     Condition        Report By
 LU0771  HISTORY     - UNK      MONUMENTED       USGS
 LU0771  HISTORY     - 1949     GOOD             NGS
 LU0771
 LU0771                          STATION DESCRIPTION
 LU0771
 LU0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0771'14.5 MI S FROM BUCKHORN.
 LU0771'4.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM THE STORE AND GAS
 LU0771'STATION AT BUCKHORN, THENCE 10.2 MILES SOUTH ALONG THE BULLY
 LU0771'CHOOP ROAD, ON THE OUTSIDE OF A CURVE, ON THE TOP OF A SMALL
 LU0771'BOULDER ABOUT LEVEL WITH THE ROAD, 58 FEET NORTH OF B.M. M 385,
 LU0771'30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19.5 FEET
 LU0771'WEST OF A SMALL TELEPHONE POLE MARKED 5001.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0709 ***********************************************************************
 KT0709  DESIGNATION -  5009.3 USGS
 KT0709  PID         -  KT0709
 KT0709  STATE/COUNTY-  CA/TEHAMA
 KT0709  USGS QUAD   -  HALL RIDGE (1973)
 KT0709
 KT0709                         *CURRENT SURVEY CONTROL
 KT0709  ___________________________________________________________________
 KT0709* NAD 83(1986)-  39 48 23.     (N)    122 42 16.     (W)     SCALED    
 KT0709* NAVD 88     -      1528.66   (+/-2cm)    5015.3    (feet)  VERTCON   
 KT0709  ___________________________________________________________________
 KT0709  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 KT0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0709
 KT0709.The horizontal coordinates were scaled from a topographic map and have
 KT0709.an estimated accuracy of +/- 6 seconds.
 KT0709
 KT0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0709.The vertical order pertains to the NGVD 29 superseded value.
 KT0709
 KT0709.The geoid height was determined by GEOID03.
 KT0709
 KT0709;                    North         East    Units  Estimated Accuracy
 KT0709;SPC CA 1     -   552,770.    1,939,670.      MT  (+/- 180 meters Scaled)
 KT0709
 KT0709                          SUPERSEDED SURVEY CONTROL
 KT0709
 KT0709  NGVD 29 (??/??/92) 1527.687  (m)         5012.09   (f) ADJ UNCH    2 0
 KT0709
 KT0709.Superseded values are not recommended for survey control.
 KT0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0709.See file dsdata.txt to determine how the superseded data were derived.
 KT0709
 KT0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK253063(NAD 83)
 KT0709_MARKER: N = NAIL
 KT0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0709_SP_SET: TREE
 KT0709_STAMPING: USGS BM
 KT0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0709
 KT0709  HISTORY     - Date     Condition        Report By
 KT0709  HISTORY     - UNK      MONUMENTED       USGS
 KT0709  HISTORY     - 1940     GOOD             NGS
 KT0709
 KT0709                          STATION DESCRIPTION
 KT0709
 KT0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0709'16 MI SW FROM PASKENTA.
 KT0709'LOCATED 16.05 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0709'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND
 KT0709'IN THE MENDOCINO NATL. FOREST-- ABOUT 1.6 MILES WEST OF CONKLIN
 KT0709'ORCHARD-- 15 FEET SOUTH OF THE CENTERLINE OF ROAD-- IN THE
 KT0709'SOUTH ROOT OF A 48 IN YELLOW PINE-- COPPER NAIL AND WASHER
 KT0709'AND PAINTED ON TREE 5009.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4744 ***********************************************************************
 EW4744  DESIGNATION -  501
 EW4744  PID         -  EW4744
 EW4744  STATE/COUNTY-  CA/VENTURA
 EW4744  USGS QUAD   -  FILLMORE (1951)
 EW4744
 EW4744                         *CURRENT SURVEY CONTROL
 EW4744  ___________________________________________________________________
 EW4744* NAD 83(1986)-  34 24 07.     (N)    118 57 13.     (W)     SCALED    
 EW4744* NAVD 88     -       154.313  (meters)     506.28   (feet)  ADJUSTED  
 EW4744  ___________________________________________________________________
 EW4744  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW4744  DYNAMIC HT  -         154.144 (meters)     505.72  (feet)  COMP
 EW4744  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 EW4744
 EW4744  VERT ORDER  -  FIRST     CLASS I
 EW4744
 EW4744.The horizontal coordinates were scaled from a topographic map and have
 EW4744.an estimated accuracy of +/- 6 seconds.
 EW4744
 EW4744.The orthometric height was determined by differential leveling
 EW4744.and adjusted in June 1991.
 EW4744.WARNING-Repeat measurements at this control monument indicate possible
 EW4744.vertical movement.
 EW4744
 EW4744.The geoid height was determined by GEOID03.
 EW4744
 EW4744.The dynamic height is computed by dividing the NAVD 88
 EW4744.geopotential number by the normal gravity value computed on the
 EW4744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4744.degrees latitude (g = 980.6199 gals.).
 EW4744
 EW4744.The modeled gravity was interpolated from observed gravity values.
 EW4744
 EW4744;                    North         East    Units  Estimated Accuracy
 EW4744;SPC CA 5     -   600,460.    1,912,320.      MT  (+/- 180 meters Scaled)
 EW4744
 EW4744                          SUPERSEDED SURVEY CONTROL
 EW4744
 EW4744  NGVD 29 (??/??/92)  153.519  (m)          503.67   (f) ADJ UNCH    1 1
 EW4744
 EW4744.Superseded values are not recommended for survey control.
 EW4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4744.See file dsdata.txt to determine how the superseded data were derived.
 EW4744
 EW4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU204084(NAD 83)
 EW4744_MARKER: P = PIPE CAP
 EW4744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW4744_SP_SET: METAL PIPE IMBEDDED IN GROUND
 EW4744_STAMPING: 501 LA
 EW4744_MARK LOGO: USGS  
 EW4744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4744+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1989
 EW4744
 EW4744  HISTORY     - Date     Condition        Report By
 EW4744  HISTORY     - UNK      MONUMENTED       USGS
 EW4744  HISTORY     - 1971     GOOD             NGS
 EW4744  HISTORY     - 1977     GOOD             NGS
 EW4744  HISTORY     - 19890424 GOOD             NGS
 EW4744
 EW4744                          STATION DESCRIPTION
 EW4744
 EW4744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4744'2.8 MI NW FROM FILLMORE.
 EW4744'2.65 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4744'STATION AT FILLMORE, THENCE 0.2 MILE NORTH ALONG SEVENTH STREET,
 EW4744'0.05 MILE NORTH OF THE JUNCTION OF OAK AVENUE, AT THE SOUTHEAST
 EW4744'SIDE OF A FARM LABOR CAMP, 155 FEET SOUTHWEST OF THE CENTER
 EW4744'LINE OF THE STREET, 11.0 FEET EAST OF THE SOUTH CORNER OF THE
 EW4744'EASTMOST BUILDING IN THE CAMP, 90 1/2 FEET SOUTHWEST OF TELEPHONE
 EW4744'POLE 766981H, 6.3 FEET SOUTHEAST OF SOUTHEAST WALL OF BUILDING,
 EW4744'55 FEET SOUTH-SOUTHWEST OF A LONE PALM TREE, A CAP RIVETED ON THE
 EW4744'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT.
 EW4744
 EW4744                          STATION RECOVERY (1977)
 EW4744
 EW4744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4744'2.65 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW4744'AT FILLMORE, THENCE 0.2 MILE NORTH ALONG SEVENTH STREET, IN AN
 EW4744'ORANGE TREE ORCHARD, IN THE 5TH ROW OF ORANGE TREES SOUTH OF A
 EW4744'CONCRETE DRIVE OVER CONCRETE DRAINAGE DITCH, 155 FT. SOUTHWEST
 EW4744'OF THE CENTER LINE OF SEVENTH STREET, 116 FT. SOUTHWEST OF A
 EW4744'CONCRETE DRAINAGE DITCH, 150 FT. SOUTHWEST OF THE SOUTH CORNER
 EW4744'OF A CONCRETE DRIVE OVER DITCH, SURROUNDED BY A 3 FT. HIGH
 EW4744'TRIANGULAR PIPE ENCASEMENT.
 EW4744
 EW4744                          STATION RECOVERY (1989)
 EW4744
 EW4744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4744'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS, 4.1 KM (2.55
 EW4744'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 EW4744'JUNCTION WITH CENTRAL AVENUE IN FILLMORE, THENCE 0.3 KM (0.20 MI)
 EW4744'NORTHERLY ALONG SEVENTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3594 ***********************************************************************
 HT3594  DESIGNATION -  501.74=184
 HT3594  PID         -  HT3594
 HT3594  STATE/COUNTY-  CA/SANTA CRUZ
 HT3594  USGS QUAD   -  FELTON (1991)
 HT3594
 HT3594                         *CURRENT SURVEY CONTROL
 HT3594  ___________________________________________________________________
 HT3594* NAD 83(1986)-  37 07 09.     (N)    122 07 15.     (W)     SCALED    
 HT3594* NAVD 88     -       153.874  (meters)     504.83   (feet)  ADJUSTED  
 HT3594  ___________________________________________________________________
 HT3594  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HT3594  DYNAMIC HT  -         153.762 (meters)     504.47  (feet)  COMP
 HT3594  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 HT3594
 HT3594  VERT ORDER  -  FIRST     CLASS II
 HT3594
 HT3594.The horizontal coordinates were scaled from a topographic map and have
 HT3594.an estimated accuracy of +/- 6 seconds.
 HT3594
 HT3594.The orthometric height was determined by differential leveling
 HT3594.and adjusted in February 1993.
 HT3594
 HT3594.The geoid height was determined by GEOID03.
 HT3594
 HT3594.The dynamic height is computed by dividing the NAVD 88
 HT3594.geopotential number by the normal gravity value computed on the
 HT3594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3594.degrees latitude (g = 980.6199 gals.).
 HT3594
 HT3594.The modeled gravity was interpolated from observed gravity values.
 HT3594
 HT3594;                    North         East    Units  Estimated Accuracy
 HT3594;SPC CA 3     -   569,960.    1,855,960.      MT  (+/- 180 meters Scaled)
 HT3594
 HT3594                          SUPERSEDED SURVEY CONTROL
 HT3594
 HT3594  NGVD 29 (10/21/93)  153.039  (m)          502.10   (f) ADJUSTED    1 2
 HT3594
 HT3594.Superseded values are not recommended for survey control.
 HT3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3594.See file dsdata.txt to determine how the superseded data were derived.
 HT3594
 HT3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG781084(NAD 83)
 HT3594_MARKER: DD = SURVEY DISK
 HT3594_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT3594_SP_SET: HEADWALL
 HT3594_STAMPING: B.M 501.74 H9.18
 HT3594_MARK LOGO: CA-087
 HT3594_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3594+STABILITY: SURFACE MOTION
 HT3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3594+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3594
 HT3594  HISTORY     - Date     Condition        Report By
 HT3594  HISTORY     - UNK      MONUMENTED       CA-087
 HT3594  HISTORY     - 19900424 GOOD             NGS
 HT3594
 HT3594                          STATION DESCRIPTION
 HT3594
 HT3594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3594'IN BOULDER CREEK, AT THE INTERSECTION OF STATE HIGHWAY 9 AND FLAT
 HT3594'STREET, IN TOP OF AND NEAR THE CENTER OF A V SHAPED HEADWALL, 9.5 M
 HT3594'(31.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.4 M (17.7 FT)
 HT3594'SOUTH OF THE CENTERLINE OF FLAT STREET, AND 4.6 M (15.1 FT) NORTH OF
 HT3594'UTILITY POLE NUMBER 56.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0226 ***********************************************************************
 FU0226  DESIGNATION -  502+29.00 CAHD
 FU0226  PID         -  FU0226
 FU0226  STATE/COUNTY-  CA/KERN
 FU0226  USGS QUAD   -  METTLER (1992)
 FU0226
 FU0226                         *CURRENT SURVEY CONTROL
 FU0226  ___________________________________________________________________
 FU0226* NAD 83(1986)-  35 03 42.     (N)    118 58 07.     (W)     SCALED    
 FU0226* NAVD 88     -       165.97   (+/-2cm)     544.5    (feet)  VERTCON   
 FU0226  ___________________________________________________________________
 FU0226  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 FU0226  VERT ORDER  -  THIRD (See Below)
 FU0226
 FU0226.The horizontal coordinates were scaled from a topographic map and have
 FU0226.an estimated accuracy of +/- 6 seconds.
 FU0226
 FU0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0226.The vertical order pertains to the NGVD 29 superseded value.
 FU0226
 FU0226.The geoid height was determined by GEOID03.
 FU0226
 FU0226;                    North         East    Units  Estimated Accuracy
 FU0226;SPC CA 5     -   673,660.    1,911,650.      MT  (+/- 180 meters Scaled)
 FU0226
 FU0226                          SUPERSEDED SURVEY CONTROL
 FU0226
 FU0226  NGVD 29 (??/??/??)  165.20   (m)          542.0    (f) RESET       3  
 FU0226
 FU0226.Superseded values are not recommended for survey control.
 FU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0226.See file dsdata.txt to determine how the superseded data were derived.
 FU0226
 FU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU204816(NAD 83)
 FU0226_MARKER: DD = SURVEY DISK
 FU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0226_STAMPING: 502+29.00
 FU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0226+STABILITY: SURFACE MOTION
 FU0226
 FU0226  HISTORY     - Date     Condition        Report By
 FU0226  HISTORY     - UNK      MONUMENTED       CADH
 FU0226  HISTORY     - 1961     GOOD             NGS
 FU0226  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0226
 FU0226                          STATION DESCRIPTION
 FU0226
 FU0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0226'AT METTLER.
 FU0226'AT METTLER, ALONG U.S. HIGHWAY 99, 0.35 MILE NORTH OF THE OVERPASS
 FU0226'OF STATE HIGHWAY 166 AND 33, BETWEEN THE EAST AND WEST LANES OF
 FU0226'THE HIGHWAY, 93.6 FEET WEST OF THE NORTHWEST CORNER OF A CORRUGATED
 FU0226'METAL SHED AT THE SOUTHWEST CORNER OF THE JUNCTION AIRPORT LANDING
 FU0226'STRIP, 36 1/2 FEET EAST OF THE CENTER LINE OF THE WEST TRAFFIC
 FU0226'LANES, 35 FEET WEST OF THE CENTER LINE OF THE EAST TRAFFIC LANES,
 FU0226'1.0 FOOT SOUTH OF A STEEL STATION MARKER POST, 1.0 FOOT NORTHEAST
 FU0226'OF A CONE-SHAPED CONCRETE GUARDPOST, ABOUT 2 FEET LOWER THAN THE
 FU0226'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 FU0226
 FU0226                          STATION RECOVERY (1970)
 FU0226
 FU0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0020 ***********************************************************************
 MW0020  DESIGNATION -  502+86.2 SPCO
 MW0020  PID         -  MW0020
 MW0020  STATE/COUNTY-  CA/MODOC
 MW0020  USGS QUAD   -  SURPRISE STATION (1993)
 MW0020
 MW0020                         *CURRENT SURVEY CONTROL
 MW0020  ___________________________________________________________________
 MW0020* NAD 83(1986)-  41 35 38.     (N)    120 25 26.     (W)     SCALED    
 MW0020* NAVD 88     -      1394.85   (+/-2cm)    4576.3    (feet)  VERTCON   
 MW0020  ___________________________________________________________________
 MW0020  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 MW0020  VERT ORDER  -  ? (See Below)
 MW0020
 MW0020.The horizontal coordinates were scaled from a topographic map and have
 MW0020.an estimated accuracy of +/- 6 seconds.
 MW0020
 MW0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 MW0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MW0020.The vertical order pertains to the NGVD 29 superseded value.
 MW0020
 MW0020.The geoid height was determined by GEOID03.
 MW0020
 MW0020;                    North         East    Units  Estimated Accuracy
 MW0020;SPC CA 1     -   752,200.    2,131,400.      MT  (+/- 180 meters Scaled)
 MW0020
 MW0020                          SUPERSEDED SURVEY CONTROL
 MW0020
 MW0020  NGVD 29 (??/??/??) 1393.750  (m)         4572.66   (f) ADJUSTED    ?  
 MW0020
 MW0020.Superseded values are not recommended for survey control.
 MW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0020.See file dsdata.txt to determine how the superseded data were derived.
 MW0020
 MW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM147078(NAD 83)
 MW0020_MARKER: S = SPIKE
 MW0020_SETTING: 0 = UNSPECIFIED SETTING
 MW0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0020
 MW0020  HISTORY     - Date     Condition        Report By
 MW0020  HISTORY     - UNK      MONUMENTED       SPRR
 MW0020  HISTORY     - 1935     GOOD             NGS
 MW0020
 MW0020                          STATION DESCRIPTION
 MW0020
 MW0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0020'10.5 MI N FROM ALTURAS.
 MW0020'10.5 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 MW0020'STATION AT ALTURAS, MODOC COUNTY, NEAR MILEPOST 468, AT STATION
 MW0020'502+86.2, 20 FEET WEST OF THE TRACK, AND IN A JUNIPER TREE.  A TRACK
 MW0020'SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0367 ***********************************************************************
 GS0367  DESIGNATION -  5021
 GS0367  PID         -  GS0367
 GS0367  STATE/COUNTY-  CA/INYO
 GS0367  USGS QUAD   -  EMIGRANT PASS (1988)
 GS0367
 GS0367                         *CURRENT SURVEY CONTROL
 GS0367  ___________________________________________________________________
 GS0367* NAD 83(1986)-  36 18 49.     (N)    117 10 56.     (W)     SCALED    
 GS0367* NAVD 88     -      1530.500  (meters)    5021.32   (feet)  ADJUSTED  
 GS0367  ___________________________________________________________________
 GS0367  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GS0367  DYNAMIC HT  -        1528.710 (meters)    5015.44  (feet)  COMP
 GS0367  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 GS0367
 GS0367  VERT ORDER  -  FIRST     CLASS II
 GS0367
 GS0367.The horizontal coordinates were scaled from a topographic map and have
 GS0367.an estimated accuracy of +/- 6 seconds.
 GS0367
 GS0367.The orthometric height was determined by differential leveling
 GS0367.and adjusted in June 1991.
 GS0367
 GS0367.The geoid height was determined by GEOID03.
 GS0367
 GS0367.The dynamic height is computed by dividing the NAVD 88
 GS0367.geopotential number by the normal gravity value computed on the
 GS0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0367.degrees latitude (g = 980.6199 gals.).
 GS0367
 GS0367.The modeled gravity was interpolated from observed gravity values.
 GS0367
 GS0367;                    North         East    Units  Estimated Accuracy
 GS0367;SPC CA 4     -   610,320.    2,163,230.      MT  (+/- 180 meters Scaled)
 GS0367
 GS0367                          SUPERSEDED SURVEY CONTROL
 GS0367
 GS0367  NGVD 29 (??/??/??) 1529.487  (m)         5017.99   (f) ADJUSTED    1 2
 GS0367
 GS0367.Superseded values are not recommended for survey control.
 GS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0367.See file dsdata.txt to determine how the superseded data were derived.
 GS0367
 GS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA836187(NAD 83)
 GS0367_MARKER: P = PIPE CAP
 GS0367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0367_STAMPING: 5021 B 162 1907
 GS0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0367
 GS0367  HISTORY     - Date     Condition        Report By
 GS0367  HISTORY     - 1907     MONUMENTED       USGS
 GS0367  HISTORY     - 1933     GOOD             NGS
 GS0367  HISTORY     - 1935     GOOD             NGS
 GS0367
 GS0367                          STATION DESCRIPTION
 GS0367
 GS0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0367'25 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0367'25.0 MILES SOUTHWEST ALONG A COUNTY ROAD FROM STOVEPIPE WELLS
 GS0367'HOTEL, INYO COUNTY, IN A WASH, 65 FEET NORTH OF THE CENTERLINE
 GS0367'OF THE ROAD, AND ABOUT 10 FEET HIGHER THAN THE ROAD.  A UNITED
 GS0367'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5021 B 162 1907
 GS0367'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 GS0367
 GS0367                          STATION RECOVERY (1935)
 GS0367
 GS0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 GS0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1816 ***********************************************************************
 DX1816  DESIGNATION -  503 DPW
 DX1816  PID         -  DX1816
 DX1816  STATE/COUNTY-  CA/ORANGE
 DX1816  USGS QUAD   -  EL TORO (1982)
 DX1816
 DX1816                         *CURRENT SURVEY CONTROL
 DX1816  ___________________________________________________________________
 DX1816* NAD 83(1986)-  33 39 41.     (N)    117 43 55.     (W)     SCALED    
 DX1816* NAVD 88     -        87.91   (+/-2cm)     288.4    (feet)  VERTCON   
 DX1816  ___________________________________________________________________
 DX1816  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DX1816  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1816
 DX1816.The horizontal coordinates were scaled from a topographic map and have
 DX1816.an estimated accuracy of +/- 6 seconds.
 DX1816
 DX1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1816.The vertical order pertains to the NGVD 29 superseded value.
 DX1816
 DX1816.The geoid height was determined by GEOID03.
 DX1816
 DX1816;                    North         East    Units  Estimated Accuracy
 DX1816;SPC CA 6     -   666,750.    1,862,560.      MT  (+/- 180 meters Scaled)
 DX1816
 DX1816                          SUPERSEDED SURVEY CONTROL
 DX1816
 DX1816  NGVD 29 (??/??/92)   87.19   (m)          286.1    (f) COMPUTED    1 2
 DX1816
 DX1816.Superseded values are not recommended for survey control.
 DX1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1816.See file dsdata.txt to determine how the superseded data were derived.
 DX1816
 DX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT321248(NAD 83)
 DX1816_MARKER: Z = SEE DESCRIPTION
 DX1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1816_STAMPING: 503
 DX1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1816+STABILITY: SURFACE MOTION
 DX1816
 DX1816  HISTORY     - Date     Condition        Report By
 DX1816  HISTORY     - UNK      MONUMENTED       CADPW
 DX1816  HISTORY     - 1955     GOOD             NGS
 DX1816
 DX1816                          STATION DESCRIPTION
 DX1816
 DX1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1816'AT EL TORO MCAS.
 DX1816'AT EL TORO MARINE CORPS AIR STATION, ABOUT 0.2 MILE SOUTH
 DX1816'OF TWO LARGE CONCRETE HANGARS, 500 FEET NORTHEAST OF THE CENTER
 DX1816'LINE OF J STREET, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 DX1816'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0282 ***********************************************************************
 LT0282  DESIGNATION -  5031.19 CAHD
 LT0282  PID         -  LT0282
 LT0282  STATE/COUNTY-  CA/PLUMAS
 LT0282  USGS QUAD   -  WESTWOOD WEST (1995)
 LT0282
 LT0282                         *CURRENT SURVEY CONTROL
 LT0282  ___________________________________________________________________
 LT0282* NAD 83(1986)-  40 18 58.     (N)    121 06 14.     (W)     SCALED    
 LT0282* NAVD 88     -      1533.13   (+/-2cm)    5029.9    (feet)  VERTCON   
 LT0282  ___________________________________________________________________
 LT0282  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 LT0282  VERT ORDER  -  ? (See Below)
 LT0282
 LT0282.The horizontal coordinates were scaled from a topographic map and have
 LT0282.an estimated accuracy of +/- 6 seconds.
 LT0282
 LT0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0282.The vertical order pertains to the NGVD 29 superseded value.
 LT0282
 LT0282.The geoid height was determined by GEOID03.
 LT0282
 LT0282;                    North         East    Units  Estimated Accuracy
 LT0282;SPC CA 1     -   609,520.    2,076,160.      MT  (+/- 180 meters Scaled)
 LT0282
 LT0282                          SUPERSEDED SURVEY CONTROL
 LT0282
 LT0282  NGVD 29 (??/??/??) 1532.078  (m)         5026.49   (f) ADJUSTED    ?  
 LT0282
 LT0282.Superseded values are not recommended for survey control.
 LT0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0282.See file dsdata.txt to determine how the superseded data were derived.
 LT0282
 LT0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK611645(NAD 83)
 LT0282_MARKER: Z = SEE DESCRIPTION
 LT0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0282_SP_SET: TREE
 LT0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0282
 LT0282  HISTORY     - Date     Condition        Report By
 LT0282  HISTORY     - UNK      MONUMENTED       CADH
 LT0282  HISTORY     - 1934     GOOD             NGS
 LT0282  HISTORY     - 19990729 MARK NOT FOUND   USPSQD
 LT0282
 LT0282                          STATION DESCRIPTION
 LT0282
 LT0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0282'6.7 MI NW FROM WESTWOOD.
 LT0282'IN PLUMAS COUNTY, 6.7 MILES NORTHWEST ALONG STATE HIGHWAY 36
 LT0282'FROM WESTWOOD, LASSEN COUNTY, AT HIGHWAY STATION 865+15, AT THE
 LT0282'MIDDLE OF A LONG TANGENT AT THE TOP OF A GRADE, 50 FEET SOUTH
 LT0282'OF THE CENTERLINE OF THE HIGHWAY, AND IN A 3-FOOT FIR TREE.  A
 LT0282'TRACK SPIKE.
 LT0282
 LT0282                          STATION RECOVERY (1999)
 LT0282
 LT0282'RECOVERY NOTE BY US POWER SQUADRON 1999
 LT0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0404 ***********************************************************************
 LT0404  DESIGNATION -  5035.48 CADPW
 LT0404  PID         -  LT0404
 LT0404  STATE/COUNTY-  CA/SHASTA
 LT0404  USGS QUAD   -  WEST PROSPECT PEAK (1995)
 LT0404
 LT0404                         *CURRENT SURVEY CONTROL
 LT0404  ___________________________________________________________________
 LT0404* NAD 83(1986)-  40 36 59.     (N)    121 29 50.     (W)     SCALED    
 LT0404* NAVD 88     -      1536.78   (+/-2cm)    5041.9    (feet)  VERTCON   
 LT0404  ___________________________________________________________________
 LT0404  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 LT0404  VERT ORDER  -  ? (See Below)
 LT0404
 LT0404.The horizontal coordinates were scaled from a topographic map and have
 LT0404.an estimated accuracy of +/- 6 seconds.
 LT0404
 LT0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0404.The vertical order pertains to the NGVD 29 superseded value.
 LT0404
 LT0404.The geoid height was determined by GEOID03.
 LT0404
 LT0404;                    North         East    Units  Estimated Accuracy
 LT0404;SPC CA 1     -   642,590.    2,042,540.      MT  (+/- 180 meters Scaled)
 LT0404
 LT0404                          SUPERSEDED SURVEY CONTROL
 LT0404
 LT0404  NGVD 29 (??/??/??) 1535.693  (m)         5038.35   (f) ADJUSTED    ?  
 LT0404
 LT0404.Superseded values are not recommended for survey control.
 LT0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0404.See file dsdata.txt to determine how the superseded data were derived.
 LT0404
 LT0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK271972(NAD 83)
 LT0404_MARKER: S = SPIKE
 LT0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0404_SP_SET: TREE
 LT0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0404
 LT0404  HISTORY     - Date     Condition        Report By
 LT0404  HISTORY     - UNK      MONUMENTED       CADPW
 LT0404  HISTORY     - 1935     GOOD             NGS
 LT0404
 LT0404                          STATION DESCRIPTION
 LT0404
 LT0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0404'5.8 MI SW FROM OLD STATION.
 LT0404'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0404'AT OLD STATION, SHASTA COUNTY, ON THE EAST SIDE OF THE HIGHWAY,
 LT0404'NEAR BENCH MARK B 196, AND AT THE WEST SIDE OF THE BASE OF A
 LT0404'36-INCH PINE TREE.  AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1332 ***********************************************************************
 EW1332  DESIGNATION -  504.460 LADWP
 EW1332  PID         -  EW1332
 EW1332  STATE/COUNTY-  CA/LOS ANGELES
 EW1332  USGS QUAD   -  HOLLYWOOD (1994)
 EW1332
 EW1332                         *CURRENT SURVEY CONTROL
 EW1332  ___________________________________________________________________
 EW1332* NAD 83(1986)-  34 00 11.     (N)    118 21 45.     (W)     SCALED    
 EW1332* NAVD 88     -       153.88   (+/-2cm)     504.9    (feet)  VERTCON   
 EW1332  ___________________________________________________________________
 EW1332  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EW1332  VERT ORDER  -  THIRD (See Below)
 EW1332
 EW1332.The horizontal coordinates were scaled from a topographic map and have
 EW1332.an estimated accuracy of +/- 6 seconds.
 EW1332
 EW1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1332.The vertical order pertains to the NGVD 29 superseded value.
 EW1332
 EW1332.The geoid height was determined by GEOID03.
 EW1332
 EW1332;                    North         East    Units  Estimated Accuracy
 EW1332;SPC CA 5     -   555,860.    1,966,510.      MT  (+/- 180 meters Scaled)
 EW1332
 EW1332                          SUPERSEDED SURVEY CONTROL
 EW1332
 EW1332  NGVD 29 (??/??/??)  153.12   (m)          502.4    (f) RESET       3  
 EW1332
 EW1332.Superseded values are not recommended for survey control.
 EW1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1332.See file dsdata.txt to determine how the superseded data were derived.
 EW1332
 EW1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT741633(NAD 83)
 EW1332_MARKER: DD = SURVEY DISK
 EW1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1332_STAMPING: PBM 26 504.460
 EW1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1332+STABILITY: SURFACE MOTION
 EW1332
 EW1332  HISTORY     - Date     Condition        Report By
 EW1332  HISTORY     - UNK      MONUMENTED       CA1980
 EW1332  HISTORY     - 1964     GOOD             NGS
 EW1332
 EW1332                          STATION DESCRIPTION
 EW1332
 EW1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1332'AT LOS ANGELES.
 EW1332'AT LOS ANGELES, AT BALDWIN HILL, 0.5 MILE NORTHWEST OF THE
 EW1332'INTERSECTION OF LA BREA AVENUE, OVERHILL DRIVE AND STOCKER
 EW1332'STREET, 0.1 MILE SOUTH OF THE BALDWIN HILLS WATER TANK, 53
 EW1332'YARDS SOUTH OF STANDARD OIL COMPANY WELL NO BC 57, 43 YARDS
 EW1332'NORTHWEST OF A RADIO ANTENNA, 68.4 FEET SOUTHWEST OF POWER
 EW1332'LINE POLE 614089E, 19 FEET EAST OF THE CENTER LINE OF AN OILED
 EW1332'ROAD, 7.8 FEET NORTH OF A CHAIN LINK FENCE AROUND A 10 BY
 EW1332'10-FOOT CONCRETE BUILDING, ABOUT 1/2 FOOT HIGHER THAN THE ROAD,
 EW1332'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0758 ***********************************************************************
 LU0758  DESIGNATION -  5052.8 USGS
 LU0758  PID         -  LU0758
 LU0758  STATE/COUNTY-  CA/TRINITY
 LU0758  USGS QUAD   -  BULLY CHOOP MTN (1982)
 LU0758
 LU0758                         *CURRENT SURVEY CONTROL
 LU0758  ___________________________________________________________________
 LU0758* NAD 83(1986)-  40 32 32.     (N)    122 47 12.     (W)     SCALED    
 LU0758* NAVD 88     -      1540.68   (+/-2cm)    5054.7    (feet)  VERTCON   
 LU0758  ___________________________________________________________________
 LU0758  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 LU0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0758
 LU0758.The horizontal coordinates were scaled from a topographic map and have
 LU0758.an estimated accuracy of +/- 6 seconds.
 LU0758
 LU0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0758.The vertical order pertains to the NGVD 29 superseded value.
 LU0758
 LU0758.The geoid height was determined by GEOID03.
 LU0758
 LU0758;                    North         East    Units  Estimated Accuracy
 LU0758;SPC CA 1     -   634,530.    1,933,370.      MT  (+/- 180 meters Scaled)
 LU0758
 LU0758                          SUPERSEDED SURVEY CONTROL
 LU0758
 LU0758  NGVD 29 (??/??/92) 1539.723  (m)         5051.57   (f) ADJ UNCH    2 0
 LU0758
 LU0758.Superseded values are not recommended for survey control.
 LU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0758.See file dsdata.txt to determine how the superseded data were derived.
 LU0758
 LU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK180879(NAD 83)
 LU0758_MARKER: S = SPIKE
 LU0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0758_SP_SET: TREE
 LU0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0758
 LU0758  HISTORY     - Date     Condition        Report By
 LU0758  HISTORY     - UNK      MONUMENTED       USGS
 LU0758  HISTORY     - 1949     GOOD             NGS
 LU0758
 LU0758                          STATION DESCRIPTION
 LU0758
 LU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0758'20.3 MI S FROM BUCKHORN.
 LU0758'4.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM THE STORE AND
 LU0758'GAS STATION AT BUCKHORN, THENCE 16.0 MILES SOUTH ALONG THE BULLY
 LU0758'CHOOP ROAD, ON THE OUTSIDE OF A CURVE, A RAILROAD SPIKE IN THE
 LU0758'EAST BASE OF AN 18-INCH PINE TREE, 9.0 FEET WEST OF THE CENTER
 LU0758'LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED BY
 LU0758'WHITE PAINTED NUMBERS 5052.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0001 ***********************************************************************
 KS0001  DESIGNATION -  5054.0
 KS0001  PID         -  KS0001
 KS0001  STATE/COUNTY-  CA/SIERRA
 KS0001  USGS QUAD   -  CALPINE (1981)
 KS0001
 KS0001                         *CURRENT SURVEY CONTROL
 KS0001  ___________________________________________________________________
 KS0001* NAD 83(1986)-  39 37 34.     (N)    120 26 19.     (W)     SCALED    
 KS0001* NAVD 88     -      1541.379  (meters)    5057.01   (feet)  ADJUSTED  
 KS0001  ___________________________________________________________________
 KS0001  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 KS0001  DYNAMIC HT  -        1539.988 (meters)    5052.44  (feet)  COMP
 KS0001  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 KS0001
 KS0001  VERT ORDER  -  SECOND    CLASS 0
 KS0001
 KS0001.The horizontal coordinates were scaled from a topographic map and have
 KS0001.an estimated accuracy of +/- 6 seconds.
 KS0001
 KS0001.The orthometric height was determined by differential leveling
 KS0001.and adjusted in June 1991.
 KS0001
 KS0001.The geoid height was determined by GEOID03.
 KS0001
 KS0001.The dynamic height is computed by dividing the NAVD 88
 KS0001.geopotential number by the normal gravity value computed on the
 KS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0001.degrees latitude (g = 980.6199 gals.).
 KS0001
 KS0001.The modeled gravity was interpolated from observed gravity values.
 KS0001
 KS0001;                    North         East    Units  Estimated Accuracy
 KS0001;SPC CA 2     -   718,670.    2,134,050.      MT  (+/- 180 meters Scaled)
 KS0001
 KS0001                          SUPERSEDED SURVEY CONTROL
 KS0001
 KS0001  NGVD 29 (??/??/??) 1540.299  (m)         5053.46   (f) ADJUSTED    2 0
 KS0001
 KS0001.Superseded values are not recommended for survey control.
 KS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0001.See file dsdata.txt to determine how the superseded data were derived.
 KS0001
 KS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ198893(NAD 83)
 KS0001_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KS0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0001_STAMPING: 5054.0
 KS0001_MARK LOGO: USGS  
 KS0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0001
 KS0001  HISTORY     - Date     Condition        Report By
 KS0001  HISTORY     - UNK      MONUMENTED       USGS
 KS0001  HISTORY     - 1934     GOOD             CGS
 KS0001
 KS0001                          STATION DESCRIPTION
 KS0001
 KS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0001'1.1 MI NW FROM SATTLEY.
 KS0001'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM SATTLEY, SIERRA
 KS0001'COUNTY, AT HIGHWAY STATION 733+89.3, 5046.20 FEET, 100 YARDS
 KS0001'NORTHWEST OF A WIRE GATE ACROSS THE HIGHWAY, AND 35 FEET SOUTHWEST
 KS0001'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 KS0001'SURVEY STANDARD CAP, STAMPED 5054.0 AND RIVETED ON THE TOP OF A
 KS0001'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1255 ***********************************************************************
 EV1255  DESIGNATION -  5057
 EV1255  PID         -  EV1255
 EV1255  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1255  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1255
 EV1255                         *CURRENT SURVEY CONTROL
 EV1255  ___________________________________________________________________
 EV1255* NAD 83(1986)-  34 13 35.     (N)    117 15 44.     (W)     SCALED    
 EV1255* NAVD 88     -      1541.09   (+/-2cm)    5056.1    (feet)  VERTCON   
 EV1255  ___________________________________________________________________
 EV1255  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV1255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV1255
 EV1255.The horizontal coordinates were scaled from a topographic map and have
 EV1255.an estimated accuracy of +/- 6 seconds.
 EV1255
 EV1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1255.The vertical order pertains to the NGVD 29 superseded value.
 EV1255
 EV1255.The geoid height was determined by GEOID03.
 EV1255
 EV1255;                    North         East    Units  Estimated Accuracy
 EV1255;SPC CA 5     -   580,820.    2,067,980.      MT  (+/- 180 meters Scaled)
 EV1255
 EV1255                          SUPERSEDED SURVEY CONTROL
 EV1255
 EV1255  NGVD 29 (??/??/92) 1540.206  (m)         5053.16   (f) ADJ UNCH    2 0
 EV1255
 EV1255.Superseded values are not recommended for survey control.
 EV1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1255.See file dsdata.txt to determine how the superseded data were derived.
 EV1255
 EV1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT758872(NAD 83)
 EV1255_MARKER: P = PIPE CAP
 EV1255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV1255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV1255_STAMPING: 628 75 4 5057.05 FT 1929
 EV1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1255
 EV1255  HISTORY     - Date     Condition        Report By
 EV1255  HISTORY     - 1929     MONUMENTED       BPR
 EV1255  HISTORY     - 1943     GOOD             NGS
 EV1255  HISTORY     - 1962     GOOD             NGS
 EV1255
 EV1255                          STATION DESCRIPTION
 EV1255
 EV1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EV1255'3.5 MI SE FROM CRESTLINE.
 EV1255'1.4 MILES SOUTH ALONG A HIGHWAY FROM THE POST OFFICE AT
 EV1255'CRESTLINE, THENCE 2.1 MILES EAST ALONG STATE HIGHWAY 18, 2.7
 EV1255'MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM RIM FOREST, 0.4
 EV1255'MILE SOUTHWEST OF ARROWHEAD HIGHLANDS, 22 FEET SOUTHEAST OF THE
 EV1255'CENTERLINE OF THE HIGHWAY AND 1-1/2 FEET SOUTHEAST OF A RAIL.
 EV1255'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 EV1255'628 75 4 5057.05 FT 1929 AND FASTENED ON THE TOP OF AN IRON
 EV1255'PIPE PROJECTING 2 FEET ABOVE GROUND.
 EV1255
 EV1255                          STATION RECOVERY (1962)
 EV1255
 EV1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EV1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HQ0986 ***********************************************************************
 HQ0986  DESIGNATION -  5070
 HQ0986  PID         -  HQ0986
 HQ0986  STATE/COUNTY-  CA/MONO
 HQ0986  USGS QUAD   -  INDIAN GARDEN CREEK (1987)
 HQ0986
 HQ0986                         *CURRENT SURVEY CONTROL
 HQ0986  ___________________________________________________________________
 HQ0986* NAD 83(1992)-  37 34 23.36152(N)    117 58 56.98017(W)     ADJUSTED  
 HQ0986* NAVD 88     -      1522.34   (+/-2cm)    4994.5    (feet)  VERTCON   
 HQ0986  ___________________________________________________________________
 HQ0986  EPOCH DATE  -        1991.35
 HQ0986  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 HQ0986  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HQ0986  HORZ ORDER  -  SECOND
 HQ0986  VERT ORDER  -  THIRD ? (See Below)
 HQ0986
 HQ0986.The horizontal coordinates were established by classical geodetic methods
 HQ0986.and adjusted by the National Geodetic Survey in March 1994.
 HQ0986.The horizontal coordinates are valid at the epoch date displayed above.
 HQ0986.The epoch date for horizontal control is a decimal equivalence
 HQ0986.of Year/Month/Day.
 HQ0986
 HQ0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 HQ0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HQ0986.The vertical order pertains to the NGVD 29 superseded value.
 HQ0986
 HQ0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 HQ0986
 HQ0986.The geoid height was determined by GEOID03.
 HQ0986
 HQ0986;                    North         East     Units Scale Factor Converg.
 HQ0986;SPC CA 3     -   622,090.443 2,222,352.679   MT  0.99993398   +1 32 28.7
 HQ0986;SPC CA 3     - 2,040,975.06  7,291,168.75   sFT  0.99993398   +1 32 28.7
 HQ0986;SPC CA 4     -   749,025.754 2,089,890.803   MT  1.00007743   +0 36 25.3
 HQ0986;SPC CA 4     - 2,457,428.66  6,856,583.41   sFT  1.00007743   +0 36 25.3
 HQ0986;SPC NV W     - 4,313,401.591   853,072.509   MT  0.99993468   +0 21 59.0
 HQ0986;SPC NV W     -14,151,551.72  2,798,788.72   sFT  0.99993468   +0 21 59.0
 HQ0986;UTM  11      - 4,158,911.122   413,240.932   MT  0.99969271   -0 35 56.9
 HQ0986
 HQ0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HQ0986!SPC CA 3     -   0.99976523  x   0.99993398  =   0.99969923
 HQ0986!SPC CA 4     -   0.99976523  x   1.00007743  =   0.99984264
 HQ0986!SPC NV W     -   0.99976523  x   0.99993468  =   0.99969993
 HQ0986!UTM  11      -   0.99976523  x   0.99969271  =   0.99945801
 HQ0986
 HQ0986                          SUPERSEDED SURVEY CONTROL
 HQ0986
 HQ0986  NAD 83(1986)-  37 34 23.36285(N)    117 58 56.97172(W) AD(1984.00) 2
 HQ0986  NAD 27      -  37 34 23.60000(N)    117 58 53.62000(W) AD(       ) 2
 HQ0986  NGVD 29 (07/19/86) 1521.20   (m)         4990.8    (f) LEVELING    3  
 HQ0986
 HQ0986.Superseded values are not recommended for survey control.
 HQ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0986.See file dsdata.txt to determine how the superseded data were derived.
 HQ0986
 HQ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB1324158911(NAD 83)
 HQ0986_MARKER: I = METAL ROD
 HQ0986_SETTING: 0 = UNSPECIFIED SETTING
 HQ0986
 HQ0986  HISTORY     - Date     Condition        Report By
 HQ0986  HISTORY     - 1950     MONUMENTED       USGS
 HQ0986
 HQ0986                          STATION DESCRIPTION
 HQ0986
 HQ0986'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 HQ0986'TO REACH STATION BDRY MON 71 OFFSET FROM THE JUNCTION OF THE BIG
 HQ0986'PINE-LIDH ROAD WITH THE FISH LAKE VALLEY ROAD AT THE ENTRANCE TO THE
 HQ0986'OASIS RANCH, GO WEST AND NORTHWEST ON A PAVED ROAD FOR 7.3 MILES
 HQ0986'TO THE STATE LINE AND STATION BDRY MON 71 OFFSET AS DESCRIBED.
 HQ0986'
 HQ0986'USGS BM 5070 IS 108 FEET WEST OF CENTER OF PAVED ROAD.  IT IS A
 HQ0986'STANDARD USGS BM PIPE MARK WHICH STANDS ABOUT 2-1/2 FEET
 HQ0986'ABOVE THE GROUND AND IS SURROUNDED BY ROCKS.  THE ELEVATION
 HQ0986'5070 AND DATUM CC ARE STAMPED ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4537 ***********************************************************************
 HS4537  DESIGNATION -  509+8628
 HS4537  PID         -  HS4537
 HS4537  STATE/COUNTY-  CA/TUOLUMNE
 HS4537  USGS QUAD   -  JAWBONE RIDGE (1979)
 HS4537
 HS4537                         *CURRENT SURVEY CONTROL
 HS4537  ___________________________________________________________________
 HS4537* NAD 83(1992)-  37 49 50.99819(N)    120 06 41.57429(W)     NO CHECK  
 HS4537* NAVD 88     -      1001.     (meters)    3284.     (feet)  SCALED    
 HS4537  ___________________________________________________________________
 HS4537  EPOCH DATE  -        1991.35
 HS4537  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 HS4537  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 HS4537  HORZ ORDER  -  THIRD
 HS4537
 HS4537.The horizontal coordinates were established by classical geodetic methods
 HS4537.and adjusted by the National Geodetic Survey in March 1994.
 HS4537.No horizontal observational check was made to the station.
 HS4537.The horizontal coordinates are valid at the epoch date displayed above.
 HS4537.The epoch date for horizontal control is a decimal equivalence
 HS4537.of Year/Month/Day.
 HS4537
 HS4537.The orthometric height was scaled from a topographic map.
 HS4537
 HS4537.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4537
 HS4537.The geoid height was determined by GEOID03.
 HS4537
 HS4537;                    North         East     Units Scale Factor Converg.
 HS4537;SPC CA 3     -   647,768.287 2,034,194.398   MT  0.99993014   +0 14 16.2
 HS4537;SPC CA 3     - 2,125,219.79  6,673,852.79   sFT  0.99993014   +0 14 16.2
 HS4537;UTM  10      - 4,190,977.752   754,206.691   MT  1.00039600   +1 46 21.1
 HS4537
 HS4537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4537!SPC CA 3     -   0.99984731  x   0.99993014  =   0.99977747
 HS4537!UTM  10      -   0.99984731  x   1.00039600  =   1.00024325
 HS4537
 HS4537                          SUPERSEDED SURVEY CONTROL
 HS4537
 HS4537  NAD 83(1986)-  37 49 50.96790(N)    120 06 41.58280(W) AD(1984.00) 3
 HS4537  NAD 27      -  37 49 51.23000(N)    120 06 37.91100(W) AD(       ) 3
 HS4537
 HS4537.Superseded values are not recommended for survey control.
 HS4537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4537.See file dsdata.txt to determine how the superseded data were derived.
 HS4537
 HS4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG5420790978(NAD 83)
 HS4537_MARK LOGO: HHWS  
 HS4537
 HS4537  HISTORY     - Date     Condition        Report By
 HS4537  HISTORY     - UNK      MONUMENTED       HHWS
 HS4537
 HS4537                          STATION DESCRIPTION
 HS4537
 HS4537'DESCRIBED BY HETCH HETCHY WATER SUPPLY DISTRICT UNK
 HS4537'SEE STATION KASABAUM
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3152 ***********************************************************************
 HS3152  DESIGNATION -  509.338
 HS3152  PID         -  HS3152
 HS3152  STATE/COUNTY-  CA/SANTA CLARA
 HS3152  USGS QUAD   -  LOS GATOS (1980)
 HS3152
 HS3152                         *CURRENT SURVEY CONTROL
 HS3152  ___________________________________________________________________
 HS3152* NAD 83(1986)-  37 12 28.     (N)    121 59 19.     (W)     SCALED    
 HS3152* NAVD 88     -       156.08   (+/-2cm)     512.1    (feet)  VERTCON   
 HS3152  ___________________________________________________________________
 HS3152  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 HS3152  VERT ORDER  -  THIRD (See Below)
 HS3152
 HS3152.The horizontal coordinates were scaled from a topographic map and have
 HS3152.an estimated accuracy of +/- 6 seconds.
 HS3152
 HS3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3152.The vertical order pertains to the NGVD 29 superseded value.
 HS3152
 HS3152.The geoid height was determined by GEOID03.
 HS3152
 HS3152;                    North         East    Units  Estimated Accuracy
 HS3152;SPC CA 3     -   579,600.    1,867,870.      MT  (+/- 180 meters Scaled)
 HS3152
 HS3152                          SUPERSEDED SURVEY CONTROL
 HS3152
 HS3152  NGVD 29 (??/??/??)  155.24   (m)          509.3    (f) RESET       3  
 HS3152
 HS3152.Superseded values are not recommended for survey control.
 HS3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3152.See file dsdata.txt to determine how the superseded data were derived.
 HS3152
 HS3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG897184(NAD 83)
 HS3152_MARKER: DD = SURVEY DISK
 HS3152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3152_SP_SET: BRIDGE CURB
 HS3152_STAMPING: EL 509.338
 HS3152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3152
 HS3152  HISTORY     - Date     Condition        Report By
 HS3152  HISTORY     - UNK      MONUMENTED       CADH
 HS3152  HISTORY     - 1967     GOOD             NGS
 HS3152  HISTORY     - 19900209 MARK NOT FOUND   NGS
 HS3152
 HS3152                          STATION DESCRIPTION
 HS3152
 HS3152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS3152'1 MI S FROM LOS GATOS.
 HS3152'0.95 MILES SOUTH ALONG SANTA CRUZ AVENUE AND STATE HIGHWAY 17
 HS3152'FROM THE POST OFFICE AT LOS GATOS, 15 FEET EAST OF THE CENTER LINE
 HS3152'OF THE EAST HIGHWAY LANES, IN THE TOP OF THE SOUTH END OF THE
 HS3152'EAST CONCRETE SIDEWALK OF HIGHWAY BRIDGE 37-29, 2.1 FEET WEST OF
 HS3152'THE WEST FACE OF THE EAST CONCRETE GUARDRAIL, 1.1 FEET NORTH OF THE
 HS3152'SOUTH END OF THE SIDEWALK, AND ABOUT 1 FOOT HIGHER THAN THE
 HS3152'HIGHWAY.
 HS3152
 HS3152                          STATION RECOVERY (1990)
 HS3152
 HS3152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HS3152'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1015 ***********************************************************************
 HT1015  DESIGNATION -  509.70 EBWCO
 HT1015  PID         -  HT1015
 HT1015  STATE/COUNTY-  CA/CONTRA COSTA
 HT1015  USGS QUAD   -  RICHMOND (1993)
 HT1015
 HT1015                         *CURRENT SURVEY CONTROL
 HT1015  ___________________________________________________________________
 HT1015* NAD 83(1986)-  37 54 47.     (N)    122 16 09.     (W)     SCALED    
 HT1015* NAVD 88     -       156.31   (+/-2cm)     512.8    (feet)  VERTCON   
 HT1015  ___________________________________________________________________
 HT1015  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HT1015  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1015
 HT1015.The horizontal coordinates were scaled from a topographic map and have
 HT1015.an estimated accuracy of +/- 6 seconds.
 HT1015
 HT1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1015.The vertical order pertains to the NGVD 29 superseded value.
 HT1015
 HT1015.The geoid height was determined by GEOID03.
 HT1015
 HT1015;                    North         East    Units  Estimated Accuracy
 HT1015;SPC CA 3     -   658,290.    1,844,450.      MT  (+/- 180 meters Scaled)
 HT1015
 HT1015                          SUPERSEDED SURVEY CONTROL
 HT1015
 HT1015  NGVD 29 (??/??/92)  155.460  (m)          510.04   (f) ADJ UNCH    1 2
 HT1015
 HT1015.Superseded values are not recommended for survey control.
 HT1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1015.See file dsdata.txt to determine how the superseded data were derived.
 HT1015
 HT1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG642964(NAD 83)
 HT1015_MARKER: DD = SURVEY DISK
 HT1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1015_SP_SET: PLATFORM
 HT1015_STAMPING: 509.70
 HT1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1015
 HT1015  HISTORY     - Date     Condition        Report By
 HT1015  HISTORY     - UNK      MONUMENTED       EBMUD
 HT1015  HISTORY     - 1962     GOOD             NGS
 HT1015
 HT1015                          STATION DESCRIPTION
 HT1015
 HT1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT1015'1 MI N FROM EL CERRITO.
 HT1015'1.0 MILE NORTH ALONG A PAVED THEN A GRAVELED ROAD FROM THE SUMMIT
 HT1015'RESERVOIR AT EL CERRITO, AT CHARLES LEE TILDEN REGIONAL PARK,
 HT1015'65 YARDS NORTHWEST OF THE SPILLWAY OF JEWEL LAKE, SET IN THE TOP
 HT1015'OF A CONCRETE PLATFORM OF A WATER GATE ABOVE A CONCRETE FLUME,
 HT1015'100 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH
 HT1015'OF THE SOUTH CORNER OF THE PLATFORM, AND ABOUT 6 FEET LOWER
 HT1015'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0250 ***********************************************************************
 KS0250  DESIGNATION -  5095.9
 KS0250  PID         -  KS0250
 KS0250  STATE/COUNTY-  CA/PLACER
 KS0250  USGS QUAD   -  BUNKER HILL (1973)
 KS0250
 KS0250                         *CURRENT SURVEY CONTROL
 KS0250  ___________________________________________________________________
 KS0250* NAD 83(1986)-  39 06 38.     (N)    120 27 11.     (W)     SCALED    
 KS0250* NAVD 88     -      1554.39   (+/-2cm)    5099.7    (feet)  VERTCON   
 KS0250  ___________________________________________________________________
 KS0250  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KS0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0250
 KS0250.The horizontal coordinates were scaled from a topographic map and have
 KS0250.an estimated accuracy of +/- 6 seconds.
 KS0250
 KS0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0250.The vertical order pertains to the NGVD 29 superseded value.
 KS0250
 KS0250.The geoid height was determined by GEOID03.
 KS0250
 KS0250;                    North         East    Units  Estimated Accuracy
 KS0250;SPC CA 2     -   661,420.    2,133,780.      MT  (+/- 180 meters Scaled)
 KS0250
 KS0250                          SUPERSEDED SURVEY CONTROL
 KS0250
 KS0250  NGVD 29 (??/??/??) 1553.287  (m)         5096.08   (f) ADJUSTED    2 0
 KS0250
 KS0250.Superseded values are not recommended for survey control.
 KS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0250.See file dsdata.txt to determine how the superseded data were derived.
 KS0250
 KS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ202321(NAD 83)
 KS0250_MARKER: N = NAIL
 KS0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0250_SP_SET: TREE
 KS0250_MARK LOGO: USGS  
 KS0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0250
 KS0250  HISTORY     - Date     Condition        Report By
 KS0250  HISTORY     - UNK      MONUMENTED       USGS
 KS0250  HISTORY     - 1952     GOOD             CGS
 KS0250
 KS0250                          STATION DESCRIPTION
 KS0250
 KS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0250'31.9 MI SW FROM SODA SPRINGS.
 KS0250'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0250'SODA SPRINGS, THENCE 31.65 MILES SOUTHWEST ALONG THE SODA
 KS0250'SPRINGS-FRENCH MEADOWS AND RALSTON ROAD, AT THE JUNCTION OF A
 KS0250'ROAD TO CHIPMUNK RIDGE TRAIL, IN THE ROOT OF A 15-INCH FIR TREE
 KS0250'ON THE NORTH SIDE OF THE TREE, 29 PACES SOUTH OF THE SOUTHWEST
 KS0250'BANK OF THE RIVER, AT A POINT WHERE THE ROAD FORDS THE RIVER,
 KS0250'17.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 KS0250'LEVEL WITH THE ROAD, AND MARKED WITH THE PAINTED NUMBERS
 KS0250'5095.9 ON A BOARD NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0690 ***********************************************************************
 KT0690  DESIGNATION -  5097.8 USGS
 KT0690  PID         -  KT0690
 KT0690  STATE/COUNTY-  CA/TEHAMA
 KT0690  USGS QUAD   -  LOG SPRING (1967)
 KT0690
 KT0690                         *CURRENT SURVEY CONTROL
 KT0690  ___________________________________________________________________
 KT0690* NAD 83(1986)-  39 50 29.     (N)    122 52 05.     (W)     SCALED    
 KT0690* NAVD 88     -      1555.72   (+/-2cm)    5104.1    (feet)  VERTCON   
 KT0690  ___________________________________________________________________
 KT0690  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 KT0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0690
 KT0690.The horizontal coordinates were scaled from a topographic map and have
 KT0690.an estimated accuracy of +/- 6 seconds.
 KT0690
 KT0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0690.The vertical order pertains to the NGVD 29 superseded value.
 KT0690
 KT0690.The geoid height was determined by GEOID03.
 KT0690
 KT0690;                    North         East    Units  Estimated Accuracy
 KT0690;SPC CA 1     -   556,780.    1,925,700.      MT  (+/- 180 meters Scaled)
 KT0690
 KT0690                          SUPERSEDED SURVEY CONTROL
 KT0690
 KT0690  NGVD 29 (??/??/92) 1554.703  (m)         5100.72   (f) ADJ UNCH    2 0
 KT0690
 KT0690.Superseded values are not recommended for survey control.
 KT0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0690.See file dsdata.txt to determine how the superseded data were derived.
 KT0690
 KT0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK112101(NAD 83)
 KT0690_MARKER: S = SPIKE
 KT0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0690_SP_SET: TREE
 KT0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0690
 KT0690  HISTORY     - Date     Condition        Report By
 KT0690  HISTORY     - UNK      MONUMENTED       USGS
 KT0690  HISTORY     - 1940     GOOD             NGS
 KT0690
 KT0690                          STATION DESCRIPTION
 KT0690
 KT0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0690'28.6 MI SW FROM PASKENTA.
 KT0690'LOCATED 28.6 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0690'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0690'THE MENDOCINO NATL. FOREST-- 100 FEET SOUTH AND BELOW AND ACROSS
 KT0690'HAIR-PIN CURVE-- 10 FEET SOUTH OF THE CENTERLINE OF ROAD ON
 KT0690'LOWER SIDE OF CURVE-- AT THE EDGE OF ROAD AND IN THE BASE OF 40
 KT0690'IN PINE, A RAILROAD SPIKE AND TREE PAINTED REF. 5097.8.  THIS
 KT0690'IS R.P. TO U.S.G.S. B-4 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1927 ***********************************************************************
 DX1927  DESIGNATION -  51
 DX1927  PID         -  DX1927
 DX1927  STATE/COUNTY-  CA/ORANGE
 DX1927  USGS QUAD   -  TUSTIN (1981)
 DX1927
 DX1927                         *CURRENT SURVEY CONTROL
 DX1927  ___________________________________________________________________
 DX1927* NAD 83(1986)-  33 42 58.     (N)    117 52 03.     (W)     SCALED    
 DX1927* NAVD 88     -        16.038  (meters)      52.62   (feet)  READJUSTED
 DX1927  ___________________________________________________________________
 DX1927  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1927  DYNAMIC HT  -          16.020 (meters)      52.56  (feet)  COMP
 DX1927  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 DX1927
 DX1927  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1927
 DX1927.The horizontal coordinates were scaled from a topographic map and have
 DX1927.an estimated accuracy of +/- 6 seconds.
 DX1927
 DX1927.The orthometric height was determined by differential leveling
 DX1927.and adjusted in February 1993.
 DX1927.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1927.distribution rate of 0.0 thru 1.0 mm/km.
 DX1927.The height was derived from older observations constrained to new
 DX1927.heights in a crustal motion area.  The height is approximate in
 DX1927.relation to other heights in its vicinity.
 DX1927
 DX1927.The geoid height was determined by GEOID03.
 DX1927
 DX1927.The dynamic height is computed by dividing the NAVD 88
 DX1927.geopotential number by the normal gravity value computed on the
 DX1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1927.degrees latitude (g = 980.6199 gals.).
 DX1927
 DX1927.The modeled gravity was interpolated from observed gravity values.
 DX1927
 DX1927;                    North         East    Units  Estimated Accuracy
 DX1927;SPC CA 6     -   673,000.    1,850,080.      MT  (+/- 180 meters Scaled)
 DX1927
 DX1927                          SUPERSEDED SURVEY CONTROL
 DX1927
 DX1927  NGVD 29 (??/??/??)   15.491  (m)           50.82   (f) ADJUSTED    1 1
 DX1927
 DX1927.Superseded values are not recommended for survey control.
 DX1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1927.See file dsdata.txt to determine how the superseded data were derived.
 DX1927
 DX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196310(NAD 83)
 DX1927_MARKER: DD = SURVEY DISK
 DX1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1927+STABILITY: SURFACE MOTION
 DX1927
 DX1927  HISTORY     - Date     Condition        Report By
 DX1927  HISTORY     - UNK      MONUMENTED       CA3420
 DX1927  HISTORY     - 1955     GOOD             NGS
 DX1927  HISTORY     - 1969     GOOD             CA-059
 DX1927  HISTORY     - 1977     GOOD             NGS
 DX1927
 DX1927                          STATION DESCRIPTION
 DX1927
 DX1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1927'AT SANTA ANA.
 DX1927'AT SANTA ANA, AT THE INTERSECTION OF SOUTH MAIN STREET AND EAST
 DX1927'DELHI ROAD, AT THE CENTER LINE OF SOUTH MAIN STREET, ABOUT 5 FEET
 DX1927'SOUTH OF THE CENTER LINE OF EAST DELHI ROAD, 59 1/2 FEET SOUTH OF
 DX1927'A 4- BY 4-INCH POST IN A TRAFFIC ISLAND SUPPORTING A SLIPPERY WHEN
 DX1927'WET SIGN, AND SET IN CONCRETE ABOUT 1 1/2 FEET BELOW THE SURFACE
 DX1927'OF THE PAVEMENT, ACCESS TO WHICH IS HAD THROUGH A 6-INCH TILE PIPE
 DX1927'WITH AN 8-INCH METAL COVER MARKED MON.
 DX1927
 DX1927                          STATION RECOVERY (1969)
 DX1927
 DX1927'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1927'RECOVERED IN GOOD CONDITION.
 DX1927
 DX1927                          STATION RECOVERY (1977)
 DX1927
 DX1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1927'OMIT- 59.5 FT. SOUTH OF A 4 BY 4-INCH POST IN A TRAFFIC ISLAND
 DX1927'SUPPORTING A SLIPPERY WHEN WET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1541 ***********************************************************************
 KS1541  DESIGNATION -  51 91
 KS1541  PID         -  KS1541
 KS1541  STATE/COUNTY-  CA/PLUMAS
 KS1541  USGS QUAD   -  SPRING GARDEN (1975)
 KS1541
 KS1541                         *CURRENT SURVEY CONTROL
 KS1541  ___________________________________________________________________
 KS1541* NAD 83(1992)-  39 54 32.44177(N)    120 48 07.87490(W)     ADJUSTED  
 KS1541* NAVD 88     -      1191.4    (meters)    3909.     (feet)  VERTCON   
 KS1541  ___________________________________________________________________
 KS1541  EPOCH DATE  -        1991.35
 KS1541  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KS1541  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 KS1541  HORZ ORDER  -  SECOND
 KS1541
 KS1541.The horizontal coordinates were established by classical geodetic methods
 KS1541.and adjusted by the National Geodetic Survey in March 1994.
 KS1541.The horizontal coordinates are valid at the epoch date displayed above.
 KS1541.The epoch date for horizontal control is a decimal equivalence
 KS1541.of Year/Month/Day.
 KS1541
 KS1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1541
 KS1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1541
 KS1541.The geoid height was determined by GEOID03.
 KS1541
 KS1541;                    North         East     Units Scale Factor Converg.
 KS1541;SPC CA 1     -   564,623.828 2,102,420.748   MT  1.00002415   +0 46 59.6
 KS1541;SPC CA 1     - 1,852,436.68  6,897,692.07   sFT  1.00002415   +0 46 59.6
 KS1541;SPC CA 2     -   749,598.822 2,102,420.359   MT  1.00001816   +0 45 18.7
 KS1541;SPC CA 2     - 2,459,308.80  6,897,690.79   sFT  1.00001816   +0 45 18.7
 KS1541;UTM  10      - 4,419,970.739   687,861.626   MT  1.00003449   +1 24 37.7
 KS1541
 KS1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1541!SPC CA 1     -   0.99981681  x   1.00002415  =   0.99984096
 KS1541!SPC CA 2     -   0.99981681  x   1.00001816  =   0.99983497
 KS1541!UTM  10      -   0.99981681  x   1.00003449  =   0.99985130
 KS1541
 KS1541:                Primary Azimuth Mark                     Grid Az
 KS1541:SPC CA 1     -  52 44 CADH 1971                          123 58 38.9
 KS1541:SPC CA 2     -  52 44 CADH 1971                          124 00 19.8
 KS1541:UTM  10      -  52 44 CADH 1971                          123 21 00.8
 KS1541
 KS1541|---------------------------------------------------------------------|
 KS1541| PID    Reference Object                     Distance      Geod. Az  |
 KS1541|                                                           dddmmss.s |
 KS1541| KS1540 52 44 CADH 1971                     APPROX. 0.9 KM 1244538.5 |
 KS1541| KS1542 LOOP                                404.259 METERS 2571149.8 |
 KS1541| DB6127 51 91 RM 1                           18.608 METERS 32018     |
 KS1541|---------------------------------------------------------------------|
 KS1541
 KS1541                          SUPERSEDED SURVEY CONTROL
 KS1541
 KS1541  NAD 83(1986)-  39 54 32.44205(N)    120 48 07.87073(W) AD(1984.00) 2
 KS1541  NAD 27      -  39 54 32.82828(N)    120 48 04.05060(W) AD(       ) 2
 KS1541  NGVD 29 (07/19/86) 1190.4    (m)         3906.     (f) VERT ANG    3  
 KS1541
 KS1541.Superseded values are not recommended for survey control.
 KS1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1541.See file dsdata.txt to determine how the superseded data were derived.
 KS1541
 KS1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8786219971(NAD 83)
 KS1541_MARKER: DD = SURVEY DISK
 KS1541_SETTING: 0 = UNSPECIFIED SETTING
 KS1541
 KS1541  HISTORY     - Date     Condition        Report By
 KS1541  HISTORY     - 1971     MONUMENTED       CADT
 KS1541
 KS1541                          STATION DESCRIPTION
 KS1541
 KS1541'DESCRIBED BY CALTRANS 1971
 KS1541'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF SPRING GARDEN.
 KS1541'
 KS1541'TO REACH STATION FROM THE POST OFFICE IN SPRING GARDEN, GO 1.4
 KS1541'MILES NORTHWEST ALONG STATE HIGHWAY 70 TO P.M. 51.91 AND STATION
 KS1541'ON RIGHT (NORTHEAST) IN WIDENED PARKING AREA.
 KS1541'
 KS1541'THE STATION IS 30 FEET NORTHEAST OF CENTER LINE OF THE HIGHWAY
 KS1541'15 FEET WEST OF A 12-INCH PINE TREE WITH A U.S.F.S. SECTION CORNER
 KS1541'TAG.  A STANDARD DIVISION OF HIGHWAYS DISK SET IN A 10-INCH
 KS1541'CONCRETE MONUMENT, STAMPED 51.91 1971 AND MARKED BY A SURVEY
 KS1541'MONUMENT MARKER SIGN 2.3 FEET NORTH.
 KS1541'
 KS1541'REFERENCE MARK 1 IS STANDARD DISK SET IN AN 8-INCH CONCRETE
 KS1541'MONUMENT AND STAMPED 51.91 1971 R.M. 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9114 ***********************************************************************
 JT9114  DESIGNATION -  51 A E
 JT9114  PID         -  JT9114
 JT9114  STATE/COUNTY-  CA/NAPA
 JT9114  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9114
 JT9114                         *CURRENT SURVEY CONTROL
 JT9114  ___________________________________________________________________
 JT9114* NAD 83(1986)-  38 13 30.     (N)    122 19 10.     (W)     SCALED    
 JT9114* NAVD 88     -         2.77   (+/-2cm)       9.1    (feet)  VERTCON   
 JT9114  ___________________________________________________________________
 JT9114  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JT9114  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9114
 JT9114.The horizontal coordinates were scaled from a topographic map and have
 JT9114.an estimated accuracy of +/- 6 seconds.
 JT9114
 JT9114.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9114.The vertical order pertains to the NGVD 29 superseded value.
 JT9114
 JT9114.The geoid height was determined by GEOID03.
 JT9114
 JT9114;                    North         East    Units  Estimated Accuracy
 JT9114;SPC CA 2     -   562,030.    1,972,030.      MT  (+/- 180 meters Scaled)
 JT9114
 JT9114                          SUPERSEDED SURVEY CONTROL
 JT9114
 JT9114  NGVD 29 (??/??/92)    2.039  (m)            6.69   (f) ADJ UNCH    1 1
 JT9114
 JT9114.Superseded values are not recommended for survey control.
 JT9114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9114.See file dsdata.txt to determine how the superseded data were derived.
 JT9114
 JT9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595309(NAD 83)
 JT9114_MARKER: DD = SURVEY DISK
 JT9114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9114_SP_SET: CONCRETE POST
 JT9114_MARK LOGO: CA2330
 JT9114_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9114+STABILITY: SURFACE MOTION
 JT9114
 JT9114  HISTORY     - Date     Condition        Report By
 JT9114  HISTORY     - 1971     MONUMENTED       CA2330
 JT9114
 JT9114                          STATION DESCRIPTION
 JT9114
 JT9114'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9114'ALONG MILTON ROAD, 2000 FET SOUTH OF LAS AMIGAS AT BEND, WEST OF EP, A
 JT9114'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1740 ***********************************************************************
 JT1740  DESIGNATION -  51 D
 JT1740  PID         -  JT1740
 JT1740  STATE/COUNTY-  CA/NAPA
 JT1740  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1740
 JT1740                         *CURRENT SURVEY CONTROL
 JT1740  ___________________________________________________________________
 JT1740* NAD 83(1986)-  38 12 59.     (N)    122 18 40.     (W)     SCALED    
 JT1740* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 JT1740  ___________________________________________________________________
 JT1740  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JT1740  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1740
 JT1740.The horizontal coordinates were scaled from a topographic map and have
 JT1740.an estimated accuracy of +/- 6 seconds.
 JT1740
 JT1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1740.The vertical order pertains to the NGVD 29 superseded value.
 JT1740
 JT1740.The geoid height was determined by GEOID03.
 JT1740
 JT1740;                    North         East    Units  Estimated Accuracy
 JT1740;SPC CA 2     -   561,070.    1,972,750.      MT  (+/- 180 meters Scaled)
 JT1740
 JT1740                          SUPERSEDED SURVEY CONTROL
 JT1740
 JT1740  NGVD 29 (??/??/92)    0.459  (m)            1.51   (f) ADJ UNCH    1 1
 JT1740
 JT1740.Superseded values are not recommended for survey control.
 JT1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1740.See file dsdata.txt to determine how the superseded data were derived.
 JT1740
 JT1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603300(NAD 83)
 JT1740_MARKER: DD = SURVEY DISK
 JT1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1740_SP_SET: CONCRETE POST
 JT1740_MARK LOGO: CA2330
 JT1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1740+STABILITY: SURFACE MOTION
 JT1740
 JT1740  HISTORY     - Date     Condition        Report By
 JT1740  HISTORY     - 1971     MONUMENTED       CA2330
 JT1740
 JT1740                          STATION DESCRIPTION
 JT1740
 JT1740'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1740'ALONG MILTON ROAD AT BREEZY RESORT DRIVEWAY, WEST OF E/P, A WELL TYPE
 JT1740'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3426 ***********************************************************************
 EV3426  DESIGNATION -  51 FMK
 EV3426  PID         -  EV3426
 EV3426  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3426  USGS QUAD   -  HELENDALE (1993)
 EV3426
 EV3426                         *CURRENT SURVEY CONTROL
 EV3426  ___________________________________________________________________
 EV3426* NAD 83(1986)-  34 41 39.     (N)    117 20 25.     (W)     SCALED    
 EV3426* NAVD 88     -       765.418  (meters)    2511.21   (feet)  ADJUSTED  
 EV3426  ___________________________________________________________________
 EV3426  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV3426  DYNAMIC HT  -         764.525 (meters)    2508.28  (feet)  COMP
 EV3426  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 EV3426
 EV3426  VERT ORDER  -  FIRST     CLASS I
 EV3426
 EV3426.The horizontal coordinates were scaled from a topographic map and have
 EV3426.an estimated accuracy of +/- 6 seconds.
 EV3426
 EV3426.The orthometric height was determined by differential leveling
 EV3426.and adjusted in June 1991.
 EV3426
 EV3426.The geoid height was determined by GEOID03.
 EV3426
 EV3426.The dynamic height is computed by dividing the NAVD 88
 EV3426.geopotential number by the normal gravity value computed on the
 EV3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3426.degrees latitude (g = 980.6199 gals.).
 EV3426
 EV3426.The modeled gravity was interpolated from observed gravity values.
 EV3426
 EV3426;                    North         East    Units  Estimated Accuracy
 EV3426;SPC CA 5     -   632,660.    2,060,440.      MT  (+/- 180 meters Scaled)
 EV3426
 EV3426                          SUPERSEDED SURVEY CONTROL
 EV3426
 EV3426  NGVD 29 (??/??/92)  764.599  (m)         2508.52   (f) ADJ UNCH    1 1
 EV3426
 EV3426.Superseded values are not recommended for survey control.
 EV3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3426.See file dsdata.txt to determine how the superseded data were derived.
 EV3426
 EV3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU688391(NAD 83)
 EV3426_MARKER: DB = BENCH MARK DISK
 EV3426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV3426+WITH SETTING: PAVEMENT
 EV3426_SP_SET: SIGNAL BASE
 EV3426_STAMPING: 51 FMK 1973
 EV3426_MARK LOGO: USGS  
 EV3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3426+STABILITY: SURFACE MOTION
 EV3426
 EV3426  HISTORY     - Date     Condition        Report By
 EV3426  HISTORY     - 1973     MONUMENTED       USGS
 EV3426  HISTORY     - 1978     GOOD             NGS
 EV3426  HISTORY     - 1987     GOOD             NGS
 EV3426
 EV3426                          STATION DESCRIPTION
 EV3426
 EV3426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3426'3.7 MI SW FROM HELENDALE.
 EV3426'3.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3426'FROM THE STATION SIGNBOARD AT HELENDALE, 75 FT. WEST OF CENTER LINE OF
 EV3426'DIRT ROAD, 13 FT. EAST OF EAST RAIL OF MAIN TRACK, IN TOP OF CONCRETE
 EV3426'SIGNAL BASE.
 EV3426
 EV3426                          STATION RECOVERY (1987)
 EV3426
 EV3426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0867 ***********************************************************************
 DB0867  DESIGNATION -  51 JD
 DB0867  PID         -  DB0867
 DB0867  STATE/COUNTY-  CA/IMPERIAL
 DB0867  USGS QUAD   -  ALAMORIO (1976)
 DB0867
 DB0867                         *CURRENT SURVEY CONTROL
 DB0867  ___________________________________________________________________
 DB0867* NAD 83(1986)-  32 58 44.     (N)    115 28 27.     (W)     SCALED    
 DB0867* NAVD 88     -       -40.616  (meters)    -133.25   (feet)  ADJUSTED  
 DB0867  ___________________________________________________________________
 DB0867  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DB0867  DYNAMIC HT  -         -40.571 (meters)    -133.11  (feet)  COMP
 DB0867  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 DB0867
 DB0867  VERT ORDER  -  FIRST     CLASS II
 DB0867
 DB0867.The horizontal coordinates were scaled from a topographic map and have
 DB0867.an estimated accuracy of +/- 6 seconds.
 DB0867
 DB0867.The orthometric height was determined by differential leveling
 DB0867.and adjusted in March 1994.
 DB0867
 DB0867.The geoid height was determined by GEOID03.
 DB0867
 DB0867.The dynamic height is computed by dividing the NAVD 88
 DB0867.geopotential number by the normal gravity value computed on the
 DB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0867.degrees latitude (g = 980.6199 gals.).
 DB0867
 DB0867.The modeled gravity was interpolated from observed gravity values.
 DB0867
 DB0867;                    North         East    Units  Estimated Accuracy
 DB0867;SPC CA 6     -   590,350.    2,072,520.      MT  (+/- 180 meters Scaled)
 DB0867
 DB0867                          SUPERSEDED SURVEY CONTROL
 DB0867
 DB0867  NGVD 29 (??/??/??)  -41.319  (m)         -135.56   (f) ADJUSTED    1 2
 DB0867
 DB0867.Superseded values are not recommended for survey control.
 DB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0867.See file dsdata.txt to determine how the superseded data were derived.
 DB0867
 DB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS425499(NAD 83)
 DB0867_MARKER: DD = SURVEY DISK
 DB0867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0867_SP_SET: HEADWALL
 DB0867_STAMPING: 51 JD 1955-135 F
 DB0867_MARK LOGO: USGS  
 DB0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0867+STABILITY: SURFACE MOTION
 DB0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0867+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1991
 DB0867
 DB0867  HISTORY     - Date     Condition        Report By
 DB0867  HISTORY     - 1955     MONUMENTED       USGS
 DB0867  HISTORY     - 1972     GOOD             NGS
 DB0867  HISTORY     - 1976     GOOD             IID
 DB0867  HISTORY     - 1976     GOOD             CA-025
 DB0867  HISTORY     - 1980     GOOD             CA-025
 DB0867  HISTORY     - 1981     GOOD             NGS
 DB0867  HISTORY     - 1984     GOOD             CA-025
 DB0867  HISTORY     - 19881005 GOOD             CA-025
 DB0867  HISTORY     - 19911015 GOOD             CA-025
 DB0867
 DB0867                          STATION DESCRIPTION
 DB0867
 DB0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0867'3.1 MI E FROM BRAWLEY.
 DB0867'ABOUT 3.1 MILES EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0867'HIGHWAY 78, 35 FEET SOUTH CENTERLINE OF STATE HIGHWAY 78, 35
 DB0867'FEET EAST CENTERLINE OF A COUNTY ROAD (DIETRICH), AND SET ON TOP AND
 DB0867'CENTER OF SOUTH CONCRETE HEADWALL OF SIPHON FOR AN IRRIGATION
 DB0867'DITCH UNDER STATE HIGHWAY 78.  THIS IS USED AS A COUNTY OF
 DB0867'IMPERIAL BENCH MARK CO. B.-7.  SECTION 36, T13S., R14E.
 DB0867
 DB0867                          STATION RECOVERY (1976)
 DB0867
 DB0867'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1976
 DB0867'RECOVERED IN GOOD CONDITION.
 DB0867
 DB0867                          STATION RECOVERY (1976)
 DB0867
 DB0867'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DB0867'RECOVERED IN GOOD CONDITION.
 DB0867
 DB0867                          STATION RECOVERY (1980)
 DB0867
 DB0867'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1980
 DB0867'RECOVERED IN GOOD CONDITION.
 DB0867
 DB0867                          STATION RECOVERY (1981)
 DB0867
 DB0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0867'RECOVERED IN GOOD CONDITION.
 DB0867
 DB0867                          STATION RECOVERY (1984)
 DB0867
 DB0867'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0867'RECOVERED IN GOOD CONDITION.
 DB0867
 DB0867                          STATION RECOVERY (1988)
 DB0867
 DB0867'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0867'RECOVERED IN GOOD CONDITION.
 DB0867
 DB0867                          STATION RECOVERY (1991)
 DB0867
 DB0867'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0867'ABOUT 3.1 MI (5.0 KM) EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0867'HIGHWAY 78, 35 FT (10.7 M) SOUTH OF CENTERLINE OF STATE HIGHWAY 78,
 DB0867'35 FT (10.7 M) EAST OF CENTERLINE OF A COUNTY ROAD (DIETRICH), AND
 DB0867'SET ON TOP AND CENTER OF SOUTH CONCRETE HEADWALL OF SIPHON FOR AN
 DB0867'IRRIGATION DITCH UNDER STATE HIGHWAY 78.  NOTE--THIS IS USED AS A
 DB0867'COUNTY OF IMPERIAL BENCH MARK CO B 7.  SECTION 36, T13S, R14E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2723 ***********************************************************************
 EV2723  DESIGNATION -  51 P
 EV2723  PID         -  EV2723
 EV2723  STATE/COUNTY-  CA/LOS ANGELES
 EV2723  USGS QUAD   -  SAN DIMAS (1981)
 EV2723
 EV2723                         *CURRENT SURVEY CONTROL
 EV2723  ___________________________________________________________________
 EV2723* NAD 83(1986)-  34 06 59.     (N)    117 46 28.     (W)     SCALED    
 EV2723* NAVD 88     -       343.32   (+/-2cm)    1126.4    (feet)  VERTCON   
 EV2723  ___________________________________________________________________
 EV2723  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EV2723  VERT ORDER  -  THIRD (See Below)
 EV2723
 EV2723.The horizontal coordinates were scaled from a topographic map and have
 EV2723.an estimated accuracy of +/- 6 seconds.
 EV2723
 EV2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2723.The vertical order pertains to the NGVD 29 superseded value.
 EV2723
 EV2723.The geoid height was determined by GEOID03.
 EV2723
 EV2723;                    North         East    Units  Estimated Accuracy
 EV2723;SPC CA 5     -   568,400.    2,020,810.      MT  (+/- 180 meters Scaled)
 EV2723
 EV2723                          SUPERSEDED SURVEY CONTROL
 EV2723
 EV2723  NGVD 29 (??/??/??)  342.53   (m)         1123.8    (f) RESET       3  
 EV2723
 EV2723.Superseded values are not recommended for survey control.
 EV2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2723.See file dsdata.txt to determine how the superseded data were derived.
 EV2723
 EV2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT285753(NAD 83)
 EV2723_MARKER: DD = SURVEY DISK
 EV2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2723_STAMPING: 51 P 1933
 EV2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2723+STABILITY: SURFACE MOTION
 EV2723
 EV2723  HISTORY     - Date     Condition        Report By
 EV2723  HISTORY     - 1933     MONUMENTED       MWDSC
 EV2723  HISTORY     - 1961     GOOD             NGS
 EV2723
 EV2723                          STATION DESCRIPTION
 EV2723
 EV2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2723'AT LA VERNE.
 EV2723'AT LA VERNE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 EV2723'FOOTHILL BOULEVARD AND FIREY AVENUE, 40.1 FEET SOUTH OF THE
 EV2723'CENTER LINE OF THE BOULEVARD, 37.5 FEET WEST OF THE CENTER LINE
 EV2723'OF THE AVENUE, 1.6 FEET SOUTH OF THE SOUTH CURB OF THE BOULEVARD,
 EV2723'ABOUT 1/2 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP
 EV2723'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0533 ***********************************************************************
 FT0533  DESIGNATION -  51 RM
 FT0533  PID         -  FT0533
 FT0533  STATE/COUNTY-  CA/KERN
 FT0533  USGS QUAD   -  PEARSONVILLE (1982)
 FT0533
 FT0533                         *CURRENT SURVEY CONTROL
 FT0533  ___________________________________________________________________
 FT0533* NAD 83(1986)-  35 48 01.     (N)    117 47 51.     (W)     SCALED    
 FT0533* NAVD 88     -       699.965  (meters)    2296.47   (feet)  ADJUSTED  
 FT0533  ___________________________________________________________________
 FT0533  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FT0533  DYNAMIC HT  -         699.195 (meters)    2293.94  (feet)  COMP
 FT0533  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 FT0533
 FT0533  VERT ORDER  -  FIRST     CLASS II
 FT0533
 FT0533.The horizontal coordinates were scaled from a topographic map and have
 FT0533.an estimated accuracy of +/- 6 seconds.
 FT0533
 FT0533.The orthometric height was determined by differential leveling
 FT0533.and adjusted in June 1991.
 FT0533
 FT0533.The geoid height was determined by GEOID03.
 FT0533
 FT0533.The dynamic height is computed by dividing the NAVD 88
 FT0533.geopotential number by the normal gravity value computed on the
 FT0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0533.degrees latitude (g = 980.6199 gals.).
 FT0533
 FT0533.The modeled gravity was interpolated from observed gravity values.
 FT0533
 FT0533;                    North         East    Units  Estimated Accuracy
 FT0533;SPC CA 5     -   755,200.    2,018,310.      MT  (+/- 180 meters Scaled)
 FT0533
 FT0533                          SUPERSEDED SURVEY CONTROL
 FT0533
 FT0533  NGVD 29 (??/??/??)  699.22   (m)         2294.0    (f) RESET       3  
 FT0533
 FT0533.Superseded values are not recommended for survey control.
 FT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0533.See file dsdata.txt to determine how the superseded data were derived.
 FT0533
 FT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV279620(NAD 83)
 FT0533_MARKER: DD = SURVEY DISK
 FT0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0533_STAMPING: 51 RM 1950
 FT0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0533+STABILITY: SURFACE MOTION
 FT0533
 FT0533  HISTORY     - Date     Condition        Report By
 FT0533  HISTORY     - 1950     MONUMENTED       USN
 FT0533  HISTORY     - 1950     GOOD             NGS
 FT0533
 FT0533                          STATION DESCRIPTION
 FT0533
 FT0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0533'12.1 MI NE FROM CHINA LAKE USN .
 FT0533'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION ON THE
 FT0533'B-1 RANGE, JUST WEST OF THE B-1 AIR STRIP, IT IS ONE OF THE
 FT0533'STATIONS OF THE B-1 BASE LINE.  THE STATION IS A NAVAL ORDNANCE
 FT0533'DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE GROUND,
 FT0533'THE DISK IS STAMPED 51 RM 1950 AND IS 3 INCHES BELOW THE SURFACE
 FT0533'OF THE GROUND.  TO REACH, FROM THE CONTROL TOWER OF THE B-1 AIR
 FT0533'STRIP GO WEST TO THE B-1 BASE LINE, THEN RIGHT, NORTH, ALONG
 FT0533'THE BASE LINE TO THE STATION.  DIRECTIONS TO REACH THE B-1 BASE
 FT0533'LINE CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY
 FT0533'OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3296 ***********************************************************************
 EW3296  DESIGNATION -  51 USFS
 EW3296  PID         -  EW3296
 EW3296  STATE/COUNTY-  CA/LOS ANGELES
 EW3296  USGS QUAD   -  LEBEC (1991)
 EW3296
 EW3296                         *CURRENT SURVEY CONTROL
 EW3296  ___________________________________________________________________
 EW3296* NAD 83(1986)-  34 46 59.     (N)    118 45 14.     (W)     SCALED    
 EW3296* NAVD 88     -      1045.34   (+/-2cm)    3429.6    (feet)  VERTCON   
 EW3296  ___________________________________________________________________
 EW3296  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW3296  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3296
 EW3296.The horizontal coordinates were scaled from a topographic map and have
 EW3296.an estimated accuracy of +/- 6 seconds.
 EW3296
 EW3296.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3296.The vertical order pertains to the NGVD 29 superseded value.
 EW3296
 EW3296.The geoid height was determined by GEOID03.
 EW3296
 EW3296;                    North         East    Units  Estimated Accuracy
 EW3296;SPC CA 5     -   642,580.    1,931,000.      MT  (+/- 180 meters Scaled)
 EW3296
 EW3296                          SUPERSEDED SURVEY CONTROL
 EW3296
 EW3296  NGVD 29 (??/??/92) 1044.441  (m)         3426.64   (f) ADJ UNCH    1 1
 EW3296
 EW3296.Superseded values are not recommended for survey control.
 EW3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3296.See file dsdata.txt to determine how the superseded data were derived.
 EW3296
 EW3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU395503(NAD 83)
 EW3296_MARKER: P = PIPE CAP
 EW3296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3296_STAMPING: 51 1905
 EW3296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3296
 EW3296  HISTORY     - Date     Condition        Report By
 EW3296  HISTORY     - 1905     MONUMENTED       USFS
 EW3296  HISTORY     - 1953     GOOD             NGS
 EW3296  HISTORY     - 1971     GOOD             NGS
 EW3296
 EW3296                          STATION DESCRIPTION
 EW3296
 EW3296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EW3296'6.3 MI E FROM GORMAN.
 EW3296'0.4 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT GORMAN,
 EW3296'THENCE 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 99, THENCE 4.1 MILES
 EW3296'EAST ALONG STATE HIGHWAY 138, THENCE 1.2 MILES NORTHEAST ALONG
 EW3296'A TRACK ROAD, IN THE EAST CORNER OF A CULTIVATED FIELD, ABOUT
 EW3296'73 YARDS WEST OF B.M. R 436, 27 FEET WEST OF THE NORTHWEST END
 EW3296'OF A STEEL GATE ACROSS THE ROAD, 22 FEET SOUTHWEST OF A FENCE,
 EW3296'23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 EW3296'HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 EW3296'PIPE PROJECTING 2.0 FEET ABOVE THE GROUND.
 EW3296
 EW3296                          STATION RECOVERY (1971)
 EW3296
 EW3296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8237 ***********************************************************************
 AB8237  DESIGNATION -  51 V
 AB8237  PID         -  AB8237
 AB8237  STATE/COUNTY-  CA/LOS ANGELES
 AB8237  USGS QUAD   -  ONTARIO (1981)
 AB8237
 AB8237                         *CURRENT SURVEY CONTROL
 AB8237  ___________________________________________________________________
 AB8237* NAD 83(1986)-  34 05 04.     (N)    117 42 41.     (W)     SCALED    
 AB8237* NAVD 88     -       331.491  (meters)    1087.57   (feet)  ADJUSTED  
 AB8237  ___________________________________________________________________
 AB8237  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AB8237  DYNAMIC HT  -         331.124 (meters)    1086.36  (feet)  COMP
 AB8237  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 AB8237
 AB8237  VERT ORDER  -  FIRST     CLASS II
 AB8237
 AB8237.The horizontal coordinates were scaled from a topographic map and have
 AB8237.an estimated accuracy of +/- 6 seconds.
 AB8237
 AB8237.The orthometric height was determined by differential leveling
 AB8237.and adjusted in February 1997.
 AB8237
 AB8237.The geoid height was determined by GEOID03.
 AB8237
 AB8237.The dynamic height is computed by dividing the NAVD 88
 AB8237.geopotential number by the normal gravity value computed on the
 AB8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8237.degrees latitude (g = 980.6199 gals.).
 AB8237
 AB8237.The modeled gravity was interpolated from observed gravity values.
 AB8237
 AB8237;                    North         East    Units  Estimated Accuracy
 AB8237;SPC CA 5     -   564,870.    2,026,640.      MT  (+/- 180 meters Scaled)
 AB8237
 AB8237                          SUPERSEDED SURVEY CONTROL
 AB8237
 AB8237.No superseded survey control is available for this station.
 AB8237
 AB8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT343717(NAD 83)
 AB8237_MARKER: DB = BENCH MARK DISK
 AB8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8237_STAMPING: 51 V 1933
 AB8237_MARK LOGO: MWDSC 
 AB8237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8237+STABILITY: SURFACE MOTION
 AB8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8237+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8237
 AB8237  HISTORY     - Date     Condition        Report By
 AB8237  HISTORY     - 1933     MONUMENTED       MWDSC
 AB8237  HISTORY     - 19941031 GOOD             MWDSC
 AB8237
 AB8237                          STATION DESCRIPTION
 AB8237
 AB8237'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8237'CLAREMONT, FROM THE INTERSECTION OF INTERSTATE 10 AND INDIAN HILL BLVD
 AB8237'PROCEED NORTHERLY ALONG INDIAN HILL BLVD TO SAN JOSE AVE, PROCEED EAST
 AB8237'ALONG SAN JOSE AVE TO SYCAMORE AVE, PROCEED NORTH ON SYCAMORE AVE
 AB8237'ALONG THE WESTERLY SIDE OF OAK PARK CEMETARY 0.2 MILES (0.3 KM) TO
 AB8237'MONUMENT, 28 FEET (8.5 M) EASTERLY OF SYCAMORE AVE, 25 FEET (7.6 M)
 AB8237'NORTHEAST OF SEWER MANHOLE, APPROXIMATELY 50 FEET (15.2 M) NORTHEAST
 AB8237'OF POWER POLE NUMBER 1489424E, FOUND 3 IN. MWDSC BRASS DISK STAMPED
 AB8237'51V 1933, FLUSH IN THE TOP OF A 12 BY 12 IN.  CONCRETE POST. REFERENCE
 AB8237'MWD FB 2002 01 125.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3030 ***********************************************************************
 EV3030  DESIGNATION -  51 Y
 EV3030  PID         -  EV3030
 EV3030  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3030  USGS QUAD   -  ONTARIO (1981)
 EV3030
 EV3030                         *CURRENT SURVEY CONTROL
 EV3030  ___________________________________________________________________
 EV3030* NAD 83(1986)-  34 04 40.     (N)    117 40 11.     (W)     SCALED    
 EV3030* NAVD 88     -       332.32   (+/-2cm)    1090.3    (feet)  VERTCON   
 EV3030  ___________________________________________________________________
 EV3030  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EV3030  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3030
 EV3030.The horizontal coordinates were scaled from a topographic map and have
 EV3030.an estimated accuracy of +/- 6 seconds.
 EV3030
 EV3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3030.The vertical order pertains to the NGVD 29 superseded value.
 EV3030
 EV3030.The geoid height was determined by GEOID03.
 EV3030
 EV3030;                    North         East    Units  Estimated Accuracy
 EV3030;SPC CA 5     -   564,140.    2,030,480.      MT  (+/- 180 meters Scaled)
 EV3030
 EV3030                          SUPERSEDED SURVEY CONTROL
 EV3030
 EV3030  NGVD 29 (??/??/92)  331.54   (m)         1087.7    (f) COMPUTED    1 2
 EV3030
 EV3030.Superseded values are not recommended for survey control.
 EV3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3030.See file dsdata.txt to determine how the superseded data were derived.
 EV3030
 EV3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT382709(NAD 83)
 EV3030_MARKER: DB = BENCH MARK DISK
 EV3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3030_STAMPING: 51 Y 1933
 EV3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3030+STABILITY: SURFACE MOTION
 EV3030
 EV3030  HISTORY     - Date     Condition        Report By
 EV3030  HISTORY     - 1933     MONUMENTED       CGS
 EV3030  HISTORY     - 1934     GOOD             NGS
 EV3030
 EV3030                          STATION DESCRIPTION
 EV3030
 EV3030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV3030'AT ONTARIO.
 EV3030'AT ONTARIO AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 EV3030'MOUNTAIN AVENUE AND WEST FOURTH STREET, 10 FEET EAST OF CURB
 EV3030'LINE OF MOUNTAIN AVENUE AND 6 INCHES NORTH OF CURB OF FOURTH
 EV3030'STREET.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EV3030'STANDARD DISK, STAMPED 51 Y 1933 AND SET IN THE TOP OF A CONCRETE
 EV3030'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3031 ***********************************************************************
 EV3031  DESIGNATION -  51 Y RESET
 EV3031  PID         -  EV3031
 EV3031  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3031  USGS QUAD   -  ONTARIO (1981)
 EV3031
 EV3031                         *CURRENT SURVEY CONTROL
 EV3031  ___________________________________________________________________
 EV3031* NAD 83(1986)-  34 04 40.     (N)    117 40 14.     (W)     SCALED    
 EV3031* NAVD 88     -       331.980  (meters)    1089.17   (feet)  ADJUSTED  
 EV3031  ___________________________________________________________________
 EV3031  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EV3031  DYNAMIC HT  -         331.609 (meters)    1087.95  (feet)  COMP
 EV3031  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 EV3031
 EV3031  VERT ORDER  -  FIRST     CLASS I
 EV3031
 EV3031.The horizontal coordinates were scaled from a topographic map and have
 EV3031.an estimated accuracy of +/- 6 seconds.
 EV3031
 EV3031.The orthometric height was determined by differential leveling
 EV3031.and adjusted in February 1997.
 EV3031
 EV3031.The geoid height was determined by GEOID03.
 EV3031
 EV3031.The dynamic height is computed by dividing the NAVD 88
 EV3031.geopotential number by the normal gravity value computed on the
 EV3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3031.degrees latitude (g = 980.6199 gals.).
 EV3031
 EV3031.The modeled gravity was interpolated from observed gravity values.
 EV3031
 EV3031;                    North         East    Units  Estimated Accuracy
 EV3031;SPC CA 5     -   564,140.    2,030,410.      MT  (+/- 180 meters Scaled)
 EV3031
 EV3031                          SUPERSEDED SURVEY CONTROL
 EV3031
 EV3031  NGVD 29 (??/??/92)  331.252  (m)         1086.78   (f) ADJ UNCH    1 1
 EV3031
 EV3031.Superseded values are not recommended for survey control.
 EV3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3031.See file dsdata.txt to determine how the superseded data were derived.
 EV3031
 EV3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381709(NAD 83)
 EV3031_MARKER: DB = BENCH MARK DISK
 EV3031_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV3031_SP_SET: CURB
 EV3031_STAMPING: 51 Y MWDSC RESET 1955
 EV3031_MARK LOGO: CGS   
 EV3031_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV3031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3031+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 EV3031
 EV3031  HISTORY     - Date     Condition        Report By
 EV3031  HISTORY     - 1955     MONUMENTED       MWDSC
 EV3031  HISTORY     - 1961     GOOD             NGS
 EV3031  HISTORY     - 1969     GOOD             MWDSC
 EV3031  HISTORY     - 19941025 GOOD             MWDSC
 EV3031
 EV3031                          STATION DESCRIPTION
 EV3031
 EV3031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV3031'AT ONTARIO.
 EV3031'AT ONTARIO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 EV3031'MOUNTAIN AVENUE AND FOURTH STREET, IN THE TOP OF THE EAST
 EV3031'CONCRETE CURB OF THE AVENUE, 52.6 FEET NORTH OF THE CENTER
 EV3031'LINE OF THE STREET, 35.9 FEET EAST OF THE CENTER LINE OF THE
 EV3031'AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 EV3031
 EV3031                          STATION RECOVERY (1969)
 EV3031
 EV3031'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1969
 EV3031'RECOVERED IN GOOD CONDITION.
 EV3031
 EV3031                          STATION RECOVERY (1994)
 EV3031
 EV3031'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV3031'RECOVERED AS DESCRIBED. ADD THE FOLLOWING - FOUND 3-3/4 IN. U.S.C.G.S.
 EV3031'BRASS DISK PUNCH STAMPED 51 Y (MWDSC) RESET 1955, FLUSH IN THE TOP OF
 EV3031'A 6 IN. CONCRETE 4 FEET (1.2 M) SOUTHWEST OF POWER POLE NUMBER
 EV3031'1533733E.  REFERENCE MWD FB 2002 01 119.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8230 ***********************************************************************
 AB8230  DESIGNATION -  51 Z
 AB8230  PID         -  AB8230
 AB8230  STATE/COUNTY-  CA/SAN BERNARDINO
 AB8230  USGS QUAD   -  ONTARIO (1981)
 AB8230
 AB8230                         *CURRENT SURVEY CONTROL
 AB8230  ___________________________________________________________________
 AB8230* NAD 83(1986)-  34 04 40.     (N)    117 39 24.     (W)     SCALED    
 AB8230* NAVD 88     -       333.194  (meters)    1093.15   (feet)  ADJUSTED  
 AB8230  ___________________________________________________________________
 AB8230  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AB8230  DYNAMIC HT  -         332.821 (meters)    1091.93  (feet)  COMP
 AB8230  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 AB8230
 AB8230  VERT ORDER  -  FIRST     CLASS II
 AB8230
 AB8230.The horizontal coordinates were scaled from a topographic map and have
 AB8230.an estimated accuracy of +/- 6 seconds.
 AB8230
 AB8230.The orthometric height was determined by differential leveling
 AB8230.and adjusted in February 1997.
 AB8230
 AB8230.The geoid height was determined by GEOID03.
 AB8230
 AB8230.The dynamic height is computed by dividing the NAVD 88
 AB8230.geopotential number by the normal gravity value computed on the
 AB8230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8230.degrees latitude (g = 980.6199 gals.).
 AB8230
 AB8230.The modeled gravity was interpolated from observed gravity values.
 AB8230
 AB8230;                    North         East    Units  Estimated Accuracy
 AB8230;SPC CA 5     -   564,150.    2,031,690.      MT  (+/- 180 meters Scaled)
 AB8230
 AB8230                          SUPERSEDED SURVEY CONTROL
 AB8230
 AB8230.No superseded survey control is available for this station.
 AB8230
 AB8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT394709(NAD 83)
 AB8230_MARKER: DB = BENCH MARK DISK
 AB8230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8230_STAMPING: 51Z 1933
 AB8230_MARK LOGO: MWDSC 
 AB8230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8230+STABILITY: SURFACE MOTION
 AB8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8230+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 AB8230
 AB8230  HISTORY     - Date     Condition        Report By
 AB8230  HISTORY     - 1933     MONUMENTED       MWDSC
 AB8230  HISTORY     - 19941031 GOOD             MWDSC
 AB8230
 AB8230                          STATION DESCRIPTION
 AB8230
 AB8230'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8230'ONTARIO, FROM THE INTERSECTION OF INTERSTATE 10 AND EUCLID AVENUE
 AB8230'PROCEED SOUTHERLY ALONG EUCLID AVE TO 4TH STEET, PROCEED WEST ON 4TH
 AB8230'STREET TO VINE AVENUE, 26.5 FEET (8.1 M) SOUTH OF 4TH STREET, 35 FEET
 AB8230'(10.7 M) EAST OF VINE AVENUE, 5.5 FEET (1.7 M) SOUTH OF POWER POLE
 AB8230'NUMBER 1998707E, 2.5 FEET (0.8 M) SOUTHWEST OF A FIRE HYDRANT, FOUND 3
 AB8230'IN. MWDSC BRASS DISK STAMPED 51Z 1933, FLUSH IN THE TOP OF A 12 IN. BY
 AB8230'12 IN.  CONCRETE POST.  REFERENCE MWD FB 2002 01 117.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9144 ***********************************************************************
 EW9144  DESIGNATION -  51+65.165 RT CADWR
 EW9144  PID         -  EW9144
 EW9144  STATE/COUNTY-  CA/LOS ANGELES
 EW9144  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9144
 EW9144                         *CURRENT SURVEY CONTROL
 EW9144  ___________________________________________________________________
 EW9144* NAD 83(1986)-  34 44 54.     (N)    118 47 43.     (W)     SCALED    
 EW9144* NAVD 88     -       955.922  (meters)    3136.22   (feet)  READJUSTED
 EW9144  ___________________________________________________________________
 EW9144  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW9144  DYNAMIC HT  -         954.800 (meters)    3132.54  (feet)  COMP
 EW9144  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 EW9144
 EW9144  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9144
 EW9144.The horizontal coordinates were scaled from a topographic map and have
 EW9144.an estimated accuracy of +/- 6 seconds.
 EW9144
 EW9144.The orthometric height was determined by differential leveling
 EW9144.and adjusted in February 1993.
 EW9144.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9144.distribution rate of 0.0 thru 1.0 mm/km.
 EW9144.The height was derived from older observations constrained to new
 EW9144.heights in a crustal motion area.  The height is approximate in
 EW9144.relation to other heights in its vicinity.
 EW9144
 EW9144.The geoid height was determined by GEOID03.
 EW9144
 EW9144.The dynamic height is computed by dividing the NAVD 88
 EW9144.geopotential number by the normal gravity value computed on the
 EW9144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9144.degrees latitude (g = 980.6199 gals.).
 EW9144
 EW9144.The modeled gravity was interpolated from observed gravity values.
 EW9144
 EW9144;                    North         East    Units  Estimated Accuracy
 EW9144;SPC CA 5     -   638,760.    1,927,190.      MT  (+/- 180 meters Scaled)
 EW9144
 EW9144                          SUPERSEDED SURVEY CONTROL
 EW9144
 EW9144  NGVD 29 (??/??/92)  955.033  (m)         3133.30   (f) ADJ UNCH    1 1
 EW9144
 EW9144.Superseded values are not recommended for survey control.
 EW9144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9144.See file dsdata.txt to determine how the superseded data were derived.
 EW9144
 EW9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU356466(NAD 83)
 EW9144_MARKER: DD = SURVEY DISK
 EW9144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW9144_STAMPING: PVP 51+65 165 FT RT
 EW9144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9144+STABILITY: SURFACE MOTION
 EW9144
 EW9144  HISTORY     - Date     Condition        Report By
 EW9144  HISTORY     - UNK      MONUMENTED
 EW9144  HISTORY     - 1974     GOOD             CA-037
 EW9144  HISTORY     - 1978     GOOD             NGS
 EW9144
 EW9144                          STATION DESCRIPTION
 EW9144
 EW9144'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9144'IN GORMAN.
 EW9144'COPCO AVENUE AND QUAIL LAKE ROAD.  0.95 MILE SOUTHWEST OF THE
 EW9144'INTERSECTION ON COPCO AVENUE NEAR THE GORMAN CREEK BRIDGE.  66.0 FEET
 EW9144'SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE, 2.0 FEET WEST OF THE WEST
 EW9144'EDGE OF THE PAVEMENT, 1.0 FOOT EAST OF A 5.0 FEET BARBED WIRE FENCE
 EW9144'AND 13.0 FEET NORTHEAST OF THE SOUTH END OF A STEEL GUARD RAIL. SET IN
 EW9144'THE TOP OF A 6 INCH CONCRETE POST.  UP 6 INCHES.
 EW9144
 EW9144                          STATION RECOVERY (1978)
 EW9144
 EW9144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9144'4.9 MILES SOUTH ALONG INTERSTATE 5, AT THE CROSSING OF THE WEST BRANCH
 EW9144'AQUEDUCT (GORMAN CREEK), 66 FT. SOUTH OF THE SOUTHWEST CORNER OF
 EW9144'COPCO AVENUE BRIDGE NUMBER 53-85, 18 FT. WEST THE CENTER LINE COPCO
 EW9144'AVENUE, 13 FT. EAST OF SOUTH END STEEL GUARD RAIL ON EAST EDGE OF
 EW9144'FREEWAY, 1.0 FT. EAST OF WIRE FENCE, 1.0 FT. WEST OF ASPHALT CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2482 ***********************************************************************
 HS2482  DESIGNATION -  51.18 USBR
 HS2482  PID         -  HS2482
 HS2482  STATE/COUNTY-  CA/STANISLAUS
 HS2482  USGS QUAD   -  NEWMAN (1978)
 HS2482
 HS2482                         *CURRENT SURVEY CONTROL
 HS2482  ___________________________________________________________________
 HS2482* NAD 83(1986)-  37 19 58.     (N)    121 06 16.     (W)     SCALED    
 HS2482* NAVD 88     -        56.62   (+/-2cm)     185.8    (feet)  VERTCON   
 HS2482  ___________________________________________________________________
 HS2482  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HS2482  VERT ORDER  -  THIRD (See Below)
 HS2482
 HS2482.The horizontal coordinates were scaled from a topographic map and have
 HS2482.an estimated accuracy of +/- 6 seconds.
 HS2482
 HS2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2482.The vertical order pertains to the NGVD 29 superseded value.
 HS2482
 HS2482.The geoid height was determined by GEOID03.
 HS2482
 HS2482;                    North         East    Units  Estimated Accuracy
 HS2482;SPC CA 3     -   592,600.    1,946,440.      MT  (+/- 180 meters Scaled)
 HS2482
 HS2482                          SUPERSEDED SURVEY CONTROL
 HS2482
 HS2482  NGVD 29 (??/??/??)   55.85   (m)          183.2    (f) RESET       3  
 HS2482
 HS2482.Superseded values are not recommended for survey control.
 HS2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2482.See file dsdata.txt to determine how the superseded data were derived.
 HS2482
 HS2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679334(NAD 83)
 HS2482_MARKER: DD = SURVEY DISK
 HS2482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2482_SP_SET: CANAL HEADWALL
 HS2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2482
 HS2482  HISTORY     - Date     Condition        Report By
 HS2482  HISTORY     - UNK      MONUMENTED       BOR
 HS2482  HISTORY     - 1961     GOOD             NGS
 HS2482  HISTORY     - 1964     GOOD             NGS
 HS2482
 HS2482                          STATION DESCRIPTION
 HS2482
 HS2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2482'6.2 MI SW FROM CROWS LANDING.
 HS2482'2.0 MILES WEST ALOND FINK ROAD FROM THE JUNCTION OF STATE
 HS2482'HIGHWAY 33 AT CROWS LANDING, THENCE 4.25 MILES SOUTH ALONG THE
 HS2482'EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, AT THE CROSSING
 HS2482'OF BELL ROAD, AT A POINT WHERE THE CANAL GOES UNDER THE
 HS2482'ROAD, IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF THE CANAL,
 HS2482'64 FEET WEST OF THE CENTER LINE OF BELL ROAD, 3.5 FEET WEST OF
 HS2482'THE EAST END OF THE EAST HEAD WALL AND ABOUT 16 FEET HIGHER
 HS2482'THAN BELL ROAD.
 HS2482
 HS2482                          STATION RECOVERY (1964)
 HS2482
 HS2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2483 ***********************************************************************
 HS2483  DESIGNATION -  51.40 USBR
 HS2483  PID         -  HS2483
 HS2483  STATE/COUNTY-  CA/STANISLAUS
 HS2483  USGS QUAD   -  NEWMAN (1978)
 HS2483
 HS2483                         *CURRENT SURVEY CONTROL
 HS2483  ___________________________________________________________________
 HS2483* NAD 83(2007)-  37 19 47.38684(N)    121 06 10.55773(W)     ADJUSTED  
 HS2483* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 HS2483  ___________________________________________________________________
 HS2483  EPOCH DATE  -        2007.00
 HS2483  X           -  -2,623,126.448 (meters)                     COMP
 HS2483  Y           -  -4,347,903.216 (meters)                     COMP
 HS2483  Z           -   3,846,577.806 (meters)                     COMP
 HS2483  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 HS2483  ELLIP HEIGHT-          23.696 (meters)          (02/10/07) ADJUSTED
 HS2483  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 HS2483
 HS2483  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HS2483  Type    PID    Designation                      North   East  Ellip
 HS2483  -------------------------------------------------------------------
 HS2483  NETWORK HS2483 51.40 USBR                        1.16   1.41  10.39
 HS2483  -------------------------------------------------------------------
 HS2483
 HS2483.The horizontal coordinates were established by GPS observations
 HS2483.and adjusted by the National Geodetic Survey in February 2007.
 HS2483
 HS2483.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HS2483.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HS2483.The horizontal coordinates are valid at the epoch date displayed above.
 HS2483.The epoch date for horizontal control is a decimal equivalence
 HS2483.of Year/Month/Day.
 HS2483
 HS2483.The orthometric height was scaled from a topographic map.
 HS2483
 HS2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HS2483
 HS2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS2483
 HS2483.The ellipsoidal height was determined by GPS observations
 HS2483.and is referenced to NAD 83.
 HS2483
 HS2483.The geoid height was determined by GEOID03.
 HS2483
 HS2483;                    North         East     Units Scale Factor Converg.
 HS2483;SPC CA 3     -   592,267.346 1,946,567.373   MT  0.99995604   -0 22 08.9
 HS2483;SPC CA 3     - 1,943,130.45  6,386,363.12   sFT  0.99995604   -0 22 08.9
 HS2483;UTM  10      - 4,133,150.077   668,069.910   MT  0.99994797   +1 09 02.4
 HS2483
 HS2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS2483!SPC CA 3     -   0.99999628  x   0.99995604  =   0.99995232
 HS2483!UTM  10      -   0.99999628  x   0.99994797  =   0.99994425
 HS2483
 HS2483                          SUPERSEDED SURVEY CONTROL
 HS2483
 HS2483  NAD 83(1992)-  37 19 47.38199(N)    121 06 10.55425(W) AD(1991.35) 1
 HS2483  ELLIP H (10/14/94)   23.830  (m)                       GP(       ) 4 2
 HS2483  NGVD 29 (??/??/??)   55.59   (m)          182.4    (f) RESET       3  
 HS2483
 HS2483.Superseded values are not recommended for survey control.
 HS2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2483.See file dsdata.txt to determine how the superseded data were derived.
 HS2483
 HS2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG6807033150(NAD 83)
 HS2483_MARKER: DB = BENCH MARK DISK
 HS2483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2483_SP_SET: CONCRETE BRIDGE
 HS2483_STAMPING: 5140
 HS2483_MARK LOGO: BOR   
 HS2483_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS2483+SATELLITE: SATELLITE OBSERVATIONS - December 30, 1993
 HS2483
 HS2483  HISTORY     - Date     Condition        Report By
 HS2483  HISTORY     - UNK      MONUMENTED       BOR
 HS2483  HISTORY     - 1961     GOOD             NGS
 HS2483  HISTORY     - 1964     GOOD             NGS
 HS2483  HISTORY     - 19931230 GOOD             CADT
 HS2483
 HS2483                          STATION DESCRIPTION
 HS2483
 HS2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2483'6.5 MI SW FROM CROWS LANDING.
 HS2483'2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY
 HS2483'33 AT CROWS LANDING, THENCE 4.5 MILES SOUTH ALONG THE EAST
 HS2483'LEVEE ROAD OF THE DELTA-MENDOTA CANAL, 0.6 MILE NORTH OF BENCH
 HS2483'MARK B 52.01, (USBR), AT THE CROSSING OF STUHR ROAD, IN THE
 HS2483'TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF CONCRETE
 HS2483'BRIDGE B.C. 51.40 OVER THE CANAL, 12 1/2 FEET NORTH OF THE
 HS2483'CENTER LINE OF STUHR ROAD, 1.8 WEST OF THE EAST END OF THE
 HS2483'CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS2483
 HS2483                          STATION RECOVERY (1964)
 HS2483
 HS2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2483'RECOVERED IN GOOD CONDITION.
 HS2483
 HS2483                          STATION RECOVERY (1993)
 HS2483
 HS2483'RECOVERY NOTE BY CALTRANS 1993 (DBS)
 HS2483'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS.
 HS2483' 
 HS2483'THE STATION IS LOCATED AT THE STUHR ROAD BRIDGE OVER THE DELTA-MENDOTA
 HS2483'CANAL, ABOUT 8 MI (12.9 KM) NORTHWEST OF GUSTINE AND ABOUT 4.5 MI (7.2
 HS2483'KM) WEST OF NEWMAN.
 HS2483' 
 HS2483'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND
 HS2483'STUHR ROAD (NEWMAN EXIT), ABOUT 5 MI (8.0 KM) WEST OF NEWMAN, GO EAST
 HS2483'ON STUHR ROAD FOR 0.55 MI (0.89 KM) TO THE BRIDGE (NO. 5140)OVER THE
 HS2483'DELTA-MENDOTA CANAL AND THE STATION ON THE LEFT AT THE NORTHEAST
 HS2483'CORNER OF THE BRIDGE.
 HS2483' 
 HS2483'THE STATION IS 12 FT (3.7 M) NORTH OF THE CENTERLINE OF STUHR ROAD,
 HS2483'1.6 FT (0.5 M) WEST OF THE EAST END OF THE CONCRETE CURB, 1.5 FT (0.5
 HS2483'M) SOUTH OF A CARSONITE WITNESS POST, 0.4 FT (0.1 M) NORTH OF THE
 HS2483'SOUTHERLY EDGE OF THE CONCRETE CURB AND 1 FT (0.3 M) ABOVE THE
 HS2483'ROADWAY.
 HS2483' 
 HS2483'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 HS2483'SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2294 ***********************************************************************
 GU2294  DESIGNATION -  51.93
 GU2294  PID         -  GU2294
 GU2294  STATE/COUNTY-  CA/SANTA CRUZ
 GU2294  USGS QUAD   -  SOQUEL (1994)
 GU2294
 GU2294                         *CURRENT SURVEY CONTROL
 GU2294  ___________________________________________________________________
 GU2294* NAD 83(1986)-  36 58 09.     (N)    121 59 52.     (W)     SCALED    
 GU2294* NAVD 88     -        16.684  (meters)      54.74   (feet)  ADJUSTED  
 GU2294  ___________________________________________________________________
 GU2294  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU2294  DYNAMIC HT  -          16.672 (meters)      54.70  (feet)  COMP
 GU2294  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 GU2294
 GU2294  VERT ORDER  -  FIRST     CLASS I
 GU2294
 GU2294.The horizontal coordinates were scaled from a topographic map and have
 GU2294.an estimated accuracy of +/- 6 seconds.
 GU2294
 GU2294.The orthometric height was determined by differential leveling
 GU2294.and adjusted in February 1993.
 GU2294
 GU2294.The geoid height was determined by GEOID03.
 GU2294
 GU2294.The dynamic height is computed by dividing the NAVD 88
 GU2294.geopotential number by the normal gravity value computed on the
 GU2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2294.degrees latitude (g = 980.6199 gals.).
 GU2294
 GU2294.The modeled gravity was interpolated from observed gravity values.
 GU2294
 GU2294;                    North         East    Units  Estimated Accuracy
 GU2294;SPC CA 3     -   553,140.    1,866,630.      MT  (+/- 180 meters Scaled)
 GU2294
 GU2294                          SUPERSEDED SURVEY CONTROL
 GU2294
 GU2294  NAVD 88 (06/15/91)   16.615  (m)           54.51   (f) UNKNOWN     1 1
 GU2294  NGVD 29 (10/21/93)   15.841  (m)           51.97   (f) ADJUSTED    1 1
 GU2294
 GU2294.Superseded values are not recommended for survey control.
 GU2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2294.See file dsdata.txt to determine how the superseded data were derived.
 GU2294
 GU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF892919(NAD 83)
 GU2294_MARKER: DD = SURVEY DISK
 GU2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2294_SP_SET: CONCRETE POST
 GU2294_STAMPING: ELEV 51.93
 GU2294_MARK LOGO: CA-087
 GU2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2294+STABILITY: SURFACE MOTION
 GU2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2294+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 GU2294
 GU2294  HISTORY     - Date     Condition        Report By
 GU2294  HISTORY     - UNK      MONUMENTED       CA-087
 GU2294  HISTORY     - 1972     GOOD             NGS
 GU2294  HISTORY     - 1977     GOOD             NGS
 GU2294  HISTORY     - 19900220 GOOD             NGS
 GU2294
 GU2294                          STATION DESCRIPTION
 GU2294
 GU2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU2294'1.6 MI E FROM SANTA CRUZ.
 GU2294'1.55 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2294'FROM THE WEST CLIFF DRIVE OVERPASS AT SANTA CRUZ, AT THE SOUTHWEST
 GU2294'CORNER OF THE CROSSING OF 7TH AVENUE, 12.5 FEET SOUTH OF THE
 GU2294'SOUTH RAIL, 39 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 GU2294'3.1 FEET SOUTH OF THE SOUTHEAST CORNER OF METAL SIGNAL CONTROL
 GU2294'BOX 118.8, 3 1/2 FEET NORTH OF A POWER POLE BEARING A MEATER,
 GU2294'16 1/2 FEET NORTH-NORTHWEST OF POWER POLE 2243-575 BEARING A
 GU2294'STREET LIGHT, 10.6 FEET NORTH OF THE NORTHEAST CORNER OF A
 GU2294'CONCRETE RETAINING WALL, ABOUT LEVEL WITH THE TRACK, AND SET
 GU2294'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION
 GU2294'17, T11S, R1W
 GU2294
 GU2294                          STATION RECOVERY (1977)
 GU2294
 GU2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2294'RECOVERED IN GOOD CONDITION.
 GU2294
 GU2294                          STATION RECOVERY (1990)
 GU2294
 GU2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU2294'RECOVERED IN GOOD CONDITION.  NEW DWSCRIPTION FOLLOWS.  2.5 KM (1.55
 GU2294'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF
 GU2294'WEST CLIFF DRIVE IN SANTA CRUZ, 11.9 M (39.04 FT) WEST OF THE
 GU2294'CENTERLINE OF 7TH AVENUE, 5.0 M (16.40 FT) WEST OF UTILITY POLE
 GU2294'NUMBER 2243-575 WITH A STREET LIGHT ATTACHED, 3.8 M (12.47 FT) SOUTH
 GU2294'OF THE NEAR RAIL, 3.2 M (10.50 FT) NORTH OF THE NORTHEAST CORNER OF A
 GU2294'RETAINING WALL, 1.1 M (3.61 FT) NORTH OF A UTILITY POLE WITH A METER
 GU2294'ATTACHED, 0.9 M (2.95 FT) SOUTH OF THE SOUTHEAST CORNER OF A SIGNAL
 GU2294'CONTROL BOX, LEVEL WITH THE TRACK, AND IN A CONCRETE MONUMENT THAT IS
 GU2294'0.06 M (0.20 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2023 ***********************************************************************
 EW2023  DESIGNATION -  510 C OF G
 EW2023  PID         -  EW2023
 EW2023  STATE/COUNTY-  CA/LOS ANGELES
 EW2023  USGS QUAD   -  BURBANK (1994)
 EW2023
 EW2023                         *CURRENT SURVEY CONTROL
 EW2023  ___________________________________________________________________
 EW2023* NAD 83(1986)-  34 08 33.     (N)    118 15 26.     (W)     SCALED    
 EW2023* NAVD 88     -       156.32   (+/-2cm)     512.9    (feet)  VERTCON   
 EW2023  ___________________________________________________________________
 EW2023  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW2023  VERT ORDER  -  THIRD (See Below)
 EW2023
 EW2023.The horizontal coordinates were scaled from a topographic map and have
 EW2023.an estimated accuracy of +/- 6 seconds.
 EW2023
 EW2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2023.The vertical order pertains to the NGVD 29 superseded value.
 EW2023
 EW2023.The geoid height was determined by GEOID03.
 EW2023
 EW2023;                    North         East    Units  Estimated Accuracy
 EW2023;SPC CA 5     -   571,300.    1,976,280.      MT  (+/- 180 meters Scaled)
 EW2023
 EW2023                          SUPERSEDED SURVEY CONTROL
 EW2023
 EW2023  NGVD 29 (??/??/??)  155.53   (m)          510.3    (f) RESET       3  
 EW2023
 EW2023.Superseded values are not recommended for survey control.
 EW2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2023.See file dsdata.txt to determine how the superseded data were derived.
 EW2023
 EW2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT840786(NAD 83)
 EW2023_MARKER: Z = SEE DESCRIPTION
 EW2023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2023_SP_SET: CURB
 EW2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2023
 EW2023  HISTORY     - Date     Condition        Report By
 EW2023  HISTORY     - UNK      MONUMENTED       CA1430
 EW2023  HISTORY     - 1955     GOOD             NGS
 EW2023  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW2023
 EW2023                          STATION DESCRIPTION
 EW2023
 EW2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2023'AT GLENDALE.
 EW2023'ON THE NORTHWEST CORNER OF THE INTERSECTION OF COLORADO STREET AND
 EW2023'CENTRAL AVENUE, 0.9 FOOT WEST OF THE WEST CURB OF CENTRAL AVENUE,
 EW2023'NORTH OF THE NORTH CURB OF COLORADO STREET, AND IN THE CENTER
 EW2023'OF THE TOP OF THE CURB.  A 1/4-INCH COPPER STUD IN LEAD FLUSH
 EW2023'WITH THE CURB.
 EW2023
 EW2023                          STATION RECOVERY (1961)
 EW2023
 EW2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW2023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4265 ***********************************************************************
 GU4265  DESIGNATION -  5101
 GU4265  PID         -  GU4265
 GU4265  STATE/COUNTY-  CA/MONTEREY
 GU4265  USGS QUAD   -  MOSS LANDING (1994)
 GU4265
 GU4265                         *CURRENT SURVEY CONTROL
 GU4265  ___________________________________________________________________
 GU4265* NAD 83(1992)-  36 48 38.11741(N)    121 47 06.35900(W)     ADJUSTED  
 GU4265* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 GU4265  ___________________________________________________________________
 GU4265  EPOCH DATE  -        1991.35
 GU4265  X           -  -2,692,980.079 (meters)                     COMP
 GU4265  Y           -  -4,345,855.356 (meters)                     COMP
 GU4265  Z           -   3,800,567.457 (meters)                     COMP
 GU4265  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 GU4265  ELLIP HEIGHT-         -29.026 (meters)          (03/08/94) ADJUSTED
 GU4265  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 GU4265  HORZ ORDER  -  THIRD
 GU4265  ELLP ORDER  -  FOURTH    CLASS I
 GU4265
 GU4265.The horizontal coordinates were established by GPS observations
 GU4265.and adjusted by the National Geodetic Survey in March 1994.
 GU4265.The horizontal coordinates are valid at the epoch date displayed above.
 GU4265.The epoch date for horizontal control is a decimal equivalence
 GU4265.of Year/Month/Day.
 GU4265
 GU4265.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU4265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU4265
 GU4265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU4265
 GU4265.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU4265
 GU4265.The ellipsoidal height was determined by GPS observations
 GU4265.and is referenced to NAD 83.
 GU4265
 GU4265.The geoid height was determined by GEOID03.
 GU4265
 GU4265;                    North         East     Units Scale Factor Converg.
 GU4265;SPC CA 4     -   667,522.149 1,751,528.315   MT  0.99994594   -1 39 41.6
 GU4265;SPC CA 4     - 2,190,028.92  5,746,472.48   sFT  0.99994594   -1 39 41.6
 GU4265;SPC CA 3     -   535,257.555 1,885,324.420   MT  1.00006276   -0 47 12.4
 GU4265;SPC CA 3     - 1,756,090.83  6,185,435.20   sFT  1.00006276   -0 47 12.4
 GU4265;SPC CA 5     -   873,682.122 1,662,135.049   MT  1.00057109   -2 09 27.2
 GU4265;SPC CA 5     - 2,866,405.43  5,453,188.07   sFT  1.00057109   -2 09 27.2
 GU4265;UTM  10      - 4,074,549.087   608,366.900   MT  0.99974467   +0 43 40.8
 GU4265
 GU4265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU4265!SPC CA 4     -   1.00000456  x   0.99994594  =   0.99995049
 GU4265!SPC CA 3     -   1.00000456  x   1.00006276  =   1.00006732
 GU4265!SPC CA 5     -   1.00000456  x   1.00057109  =   1.00057565
 GU4265!UTM  10      -   1.00000456  x   0.99974467  =   0.99974922
 GU4265
 GU4265|---------------------------------------------------------------------|
 GU4265| PID    Reference Object                     Distance      Geod. Az  |
 GU4265|                                                           dddmmss.s |
 GU4265| GU4266 5122                                369.606 METERS 17229     |
 GU4265|---------------------------------------------------------------------|
 GU4265
 GU4265                          SUPERSEDED SURVEY CONTROL
 GU4265
 GU4265  NAD 83(1986)-  36 48 38.11019(N)    121 47 06.35232(W) AD(1984.00) 3
 GU4265  NGVD 29 (06/22/92)    4.0    (m)           13.     (f) GPS OBS     3  
 GU4265
 GU4265.Superseded values are not recommended for survey control.
 GU4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4265.See file dsdata.txt to determine how the superseded data were derived.
 GU4265
 GU4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF0836774549(NAD 83)
 GU4265_MARKER: DD = SURVEY DISK
 GU4265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU4265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU4265_STAMPING: 5101
 GU4265_MARK LOGO: GBLI  
 GU4265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GU4265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU4265+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GU4265
 GU4265  HISTORY     - Date     Condition        Report By
 GU4265  HISTORY     - 1991     MONUMENTED       GBLI
 GU4265
 GU4265                          STATION DESCRIPTION
 GU4265
 GU4265'DESCRIBED BY GORDON B LEWIS INCORPORATED 1991
 GU4265'THE STATION IS LOCATED 0.45 MILE NORTH OF DOLAN ROAD ALONG CALIFORNIA
 GU4265'STATE HIGHWAY 1 AT THE NORTHWEST CORNER OF BRIDGE N44-74 CROSSING
 GU4265'ELKHORN SLOUGH.  THE STATION IS A 2 INCH BRASS DISC IN THE TOP OF A
 GU4265'1.5 INCH IRON PIPE IN THE EARTHEN BRIDGE ABUTMENT FILL LOCATED 2.8
 GU4265'FEET WEST OF THE BRIDGE AND 4.0 FEET SOUTHWEST OF THE NORTHWEST
 GU4265'CORNER OF THE BRIDGE.  THE DISC IS STAMPED 5101.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5214 ***********************************************************************
 EW5214  DESIGNATION -  511 A 65 V CO
 EW5214  PID         -  EW5214
 EW5214  STATE/COUNTY-  CA/VENTURA
 EW5214  USGS QUAD   -  SANTA PAULA (1967)
 EW5214
 EW5214                         *CURRENT SURVEY CONTROL
 EW5214  ___________________________________________________________________
 EW5214* NAD 83(1986)-  34 18 50.     (N)    119 06 57.     (W)     SCALED    
 EW5214* NAVD 88     -        73.05   (+/-2cm)     239.7    (feet)  VERTCON   
 EW5214  ___________________________________________________________________
 EW5214  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 EW5214  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5214
 EW5214.The horizontal coordinates were scaled from a topographic map and have
 EW5214.an estimated accuracy of +/- 6 seconds.
 EW5214
 EW5214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5214.The vertical order pertains to the NGVD 29 superseded value.
 EW5214
 EW5214.The geoid height was determined by GEOID03.
 EW5214
 EW5214;                    North         East    Units  Estimated Accuracy
 EW5214;SPC CA 5     -   590,850.    1,897,300.      MT  (+/- 180 meters Scaled)
 EW5214
 EW5214                          SUPERSEDED SURVEY CONTROL
 EW5214
 EW5214  NGVD 29 (??/??/92)   72.285  (m)          237.16   (f) ADJ UNCH    1 1
 EW5214
 EW5214.Superseded values are not recommended for survey control.
 EW5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5214.See file dsdata.txt to determine how the superseded data were derived.
 EW5214
 EW5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT053989(NAD 83)
 EW5214_MARKER: DD = SURVEY DISK
 EW5214_SETTING: 0 = UNSPECIFIED SETTING
 EW5214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5214
 EW5214  HISTORY     - Date     Condition        Report By
 EW5214  HISTORY     - UNK      MONUMENTED       CADH
 EW5214  HISTORY     - 1969     GOOD
 EW5214
 EW5214                          STATION DESCRIPTION
 EW5214
 EW5214'DESCRIBED 1969
 EW5214'AT SANTA PAULA.
 EW5214'3.0 MI NE ALONG THE SANTA PAULA FREEWAY (HWY 126) FROM THE
 EW5214'INTERSECTION OF WELLS RD AND THE SANTA PAULA FREEWAY, 55 FT N OF
 EW5214'CENTERLINE OF THE SANTA PAULA FREEWAY, IN THE WINGWALL OF THE
 EW5214'EASTERLY END OF THE TODD RD AND RR OVERHEAD.  A BRASS CAP
 EW5214'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0614 ***********************************************************************
 MX0614  DESIGNATION -  511.17 USBR
 MX0614  PID         -  MX0614
 MX0614  STATE/COUNTY-  CA/HUMBOLDT
 MX0614  USGS QUAD   -  WEITCHPEC (1979)
 MX0614
 MX0614                         *CURRENT SURVEY CONTROL
 MX0614  ___________________________________________________________________
 MX0614* NAD 83(1986)-  41 09 22.     (N)    123 41 03.     (W)     SCALED    
 MX0614* NAVD 88     -       156.77   (+/-2cm)     514.3    (feet)  VERTCON   
 MX0614  ___________________________________________________________________
 MX0614  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 MX0614  VERT ORDER  -  ? (See Below)
 MX0614
 MX0614.The horizontal coordinates were scaled from a topographic map and have
 MX0614.an estimated accuracy of +/- 6 seconds.
 MX0614
 MX0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 MX0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MX0614.The vertical order pertains to the NGVD 29 superseded value.
 MX0614
 MX0614.The geoid height was determined by GEOID03.
 MX0614
 MX0614;                    North         East    Units  Estimated Accuracy
 MX0614;SPC CA 1     -   703,760.    1,858,660.      MT  (+/- 180 meters Scaled)
 MX0614
 MX0614                          SUPERSEDED SURVEY CONTROL
 MX0614
 MX0614  NGVD 29 (??/??/??)  155.748  (m)          510.98   (f) ADJUSTED    ?  
 MX0614
 MX0614.Superseded values are not recommended for survey control.
 MX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0614.See file dsdata.txt to determine how the superseded data were derived.
 MX0614
 MX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL425563(NAD 83)
 MX0614_MARKER: N = NAIL
 MX0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0614_SP_SET: TREE
 MX0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0614
 MX0614  HISTORY     - Date     Condition        Report By
 MX0614  HISTORY     - UNK      MONUMENTED       BOR
 MX0614  HISTORY     - 1932     GOOD             NGS
 MX0614  HISTORY     - 1935     MARK NOT FOUND   NGS
 MX0614
 MX0614                          STATION DESCRIPTION
 MX0614
 MX0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 MX0614'3.4 MI S FROM WEITCHPEC.
 MX0614'3.4 MILES SOUTH ALONG STATE HIGHWAY 96 FROM WEITCHPEC, HUMBOLDT
 MX0614'COUNTY, AT HIGHWAY STATION 262+25 ON THE OLD ROUTE OF THE
 MX0614'HIGHWAY, AND 25 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 MX0614'A NAIL IN THE TRUNK OF A 12-INCH MADRONA TREE.
 MX0614
 MX0614                          STATION RECOVERY (1935)
 MX0614
 MX0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 MX0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0252 ***********************************************************************
 KS0252  DESIGNATION -  5112
 KS0252  PID         -  KS0252
 KS0252  STATE/COUNTY-  CA/PLACER
 KS0252  USGS QUAD   -  BUNKER HILL (1973)
 KS0252
 KS0252                         *CURRENT SURVEY CONTROL
 KS0252  ___________________________________________________________________
 KS0252* NAD 83(1986)-  39 06 27.     (N)    120 27 56.     (W)     SCALED    
 KS0252* NAVD 88     -      1559.49   (+/-2cm)    5116.4    (feet)  VERTCON   
 KS0252  ___________________________________________________________________
 KS0252  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KS0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0252
 KS0252.The horizontal coordinates were scaled from a topographic map and have
 KS0252.an estimated accuracy of +/- 6 seconds.
 KS0252
 KS0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0252.The vertical order pertains to the NGVD 29 superseded value.
 KS0252
 KS0252.The geoid height was determined by GEOID03.
 KS0252
 KS0252;                    North         East    Units  Estimated Accuracy
 KS0252;SPC CA 2     -   661,060.    2,132,700.      MT  (+/- 180 meters Scaled)
 KS0252
 KS0252                          SUPERSEDED SURVEY CONTROL
 KS0252
 KS0252  NGVD 29 (??/??/??) 1558.399  (m)         5112.85   (f) ADJUSTED    2 0
 KS0252
 KS0252.Superseded values are not recommended for survey control.
 KS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0252.See file dsdata.txt to determine how the superseded data were derived.
 KS0252
 KS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ191317(NAD 83)
 KS0252_MARKER: N = NAIL
 KS0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0252_SP_SET: TREE
 KS0252_MARK LOGO: USFS  
 KS0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0252
 KS0252  HISTORY     - Date     Condition        Report By
 KS0252  HISTORY     - UNK      MONUMENTED       USFS
 KS0252  HISTORY     - 1952     GOOD             CGS
 KS0252
 KS0252                          STATION DESCRIPTION
 KS0252
 KS0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0252'32.6 MI SW FROM SODA SPRINGS.
 KS0252'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0252'SODA SPRINGS, THENCE 32.4 MILES SOUTHWEST ALONG THE SODA
 KS0252'SPRINGS-FRENCH MEADOWS, AND RALSTON RIDGE ROADS, 0.35 MILE
 KS0252'WEST OF A RANCH HOUSE ON THE NORTH SIDE OF THE ROAD, 0.1 MILE
 KS0252'EAST OF THE JUNCTION OF A LOGGING ROAD LEADING NORTH, IN THE
 KS0252'TOP OF A CUT OUT PLACE IN THE ROOT OF A FIR TREE, 57.0 FEET
 KS0252'SOUTH AND ACROSS THE ROAD FROM THE CENTER OF A WIRE GATE IN THE
 KS0252'FENCE LINE, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KS0252'AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5112
 KS0252'ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1302 ***********************************************************************
 DC1302  DESIGNATION -  51134
 DC1302  PID         -  DC1302
 DC1302  STATE/COUNTY-  CA/SAN DIEGO
 DC1302  USGS QUAD   -  LA JOLLA (1975)
 DC1302
 DC1302                         *CURRENT SURVEY CONTROL
 DC1302  ___________________________________________________________________
 DC1302* NAD 83(1992)-  32 51 55.75254(N)    117 15 02.20376(W)     ADJUSTED  
 DC1302* NAVD 88     -        76.851  (meters)     252.14   (feet)  READJUSTED
 DC1302  ___________________________________________________________________
 DC1302  EPOCH DATE  -        1991.35
 DC1302  X           -  -2,455,454.867 (meters)                     COMP
 DC1302  Y           -  -4,767,435.094 (meters)                     COMP
 DC1302  Z           -   3,441,460.651 (meters)                     COMP
 DC1302  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 DC1302  ELLIP HEIGHT-          41.981 (meters)          (06/24/96) ADJUSTED
 DC1302  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DC1302  DYNAMIC HT  -          76.770 (meters)     251.87  (feet)  COMP
 DC1302  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 DC1302
 DC1302  HORZ ORDER  -  FIRST
 DC1302  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC1302  ELLP ORDER  -  FOURTH    CLASS I
 DC1302
 DC1302.The horizontal coordinates were established by classical geodetic methods
 DC1302.and adjusted by the National Geodetic Survey in June 1996.
 DC1302.The horizontal coordinates are valid at the epoch date displayed above.
 DC1302.The epoch date for horizontal control is a decimal equivalence
 DC1302.of Year/Month/Day.
 DC1302
 DC1302.The orthometric height was determined by differential leveling
 DC1302.and adjusted in February 1993.
 DC1302.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC1302.distribution rate of 0.0 thru 1.0 mm/km.
 DC1302.The height was derived from older observations constrained to new
 DC1302.heights in a crustal motion area.  The height is approximate in
 DC1302.relation to other heights in its vicinity.
 DC1302
 DC1302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DC1302
 DC1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1302
 DC1302.The ellipsoidal height was determined by GPS observations
 DC1302.and is referenced to NAD 83.
 DC1302
 DC1302.The geoid height was determined by GEOID03.
 DC1302
 DC1302.The dynamic height is computed by dividing the NAVD 88
 DC1302.geopotential number by the normal gravity value computed on the
 DC1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1302.degrees latitude (g = 980.6199 gals.).
 DC1302
 DC1302.The modeled gravity was interpolated from observed gravity values.
 DC1302
 DC1302;                    North         East     Units Scale Factor Converg.
 DC1302;SPC CA 6     -   577,950.402 1,906,350.563   MT  0.99998735   -0 32 59.5
 DC1302;SPC CA 6     - 1,896,158.94  6,254,418.47   sFT  0.99998735   -0 32 59.5
 DC1302;UTM  11      - 3,636,402.787   476,553.366   MT  0.99960678   -0 08 09.6
 DC1302
 DC1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1302!SPC CA 6     -   0.99999341  x   0.99998735  =   0.99998076
 DC1302!UTM  11      -   0.99999341  x   0.99960678  =   0.99960019
 DC1302
 DC1302|---------------------------------------------------------------------|
 DC1302| PID    Reference Object                     Distance      Geod. Az  |
 DC1302|                                                           dddmmss.s |
 DC1302| DC1305 AIRES 3                              43.445 METERS 00709     |
 DC1302| DC1299 51134 AZ MK                                        0163210.6 |
 DC1302| DC1524 LA JOLLA ARIES 1 1978                40.083 METERS 05300     |
 DC1302| DC1301 51134 RM 1                           24.840 METERS 06917     |
 DC1302| DC1502 SAN DIEGO TV STA KFMB MAST          APPROX. 3.0 KM 1783513.0 |
 DC1302| DC1503 SAN DIEGO TV STA KOGO MAST          APPROX. 2.9 KM 1783657.0 |
 DC1302| DC1303 AIRES 2                              18.219 METERS 24257     |
 DC1302| DC1304 51134 RM 2                           14.774 METERS 34738     |
 DC1302|---------------------------------------------------------------------|
 DC1302
 DC1302                          SUPERSEDED SURVEY CONTROL
 DC1302
 DC1302  ELLIP H (08/23/93)   42.012  (m)                       GP(       ) 4 2
 DC1302  NAD 83(1986)-  32 51 55.74707(N)    117 15 02.20607(W) AD(1984.00) 1
 DC1302  NAD 27      -  32 51 55.57547(N)    117 14 59.06683(W) AD(       ) 1
 DC1302  NGVD 29 (??/??/92)   76.206  (m)          250.02   (f) ADJ UNCH    1 1
 DC1302
 DC1302.Superseded values are not recommended for survey control.
 DC1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1302.See file dsdata.txt to determine how the superseded data were derived.
 DC1302
 DC1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7655336403(NAD 83)
 DC1302_MARKER: DS = TRIANGULATION STATION DISK
 DC1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1302_SP_SET: CONCRETE POST
 DC1302_STAMPING: 51134 1976
 DC1302_MARK LOGO: NGS   
 DC1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1302+STABILITY: SURFACE MOTION
 DC1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1302+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DC1302
 DC1302  HISTORY     - Date     Condition        Report By
 DC1302  HISTORY     - 1976     MONUMENTED       NGS
 DC1302  HISTORY     - 1978     GOOD             NGS
 DC1302  HISTORY     - 1978     GOOD             NGS
 DC1302  HISTORY     - 1986     GOOD             NGS
 DC1302  HISTORY     - 1987     GOOD             NGS
 DC1302  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DC1302
 DC1302                          STATION DESCRIPTION
 DC1302
 DC1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 DC1302'THE STATION IS LOCATED ON A COASTAL BLUFF IN THE NORTH SECTION OF
 DC1302'LA JOLLA, AT THE SCRIPPS INSTITUTE OF OCEANOGRAPHY RADIO STATION
 DC1302'WWD.  IT IS ON PROPERTY OWNED BY UNIVERSITY OF CALIFORNIA SAN
 DC1302'DIEGO, LA JOLLA, CALIFORNIA 92093.  MR. DON CROUCH IS
 DC1302'COMMUNICATIONS OFFICER, RADIO STATION WWD, 714-452-3633.  THE STATION
 DC1302'MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 51134.
 DC1302'
 DC1302'TO REACH THE STATION FROM THE MAIN ENTRANCE TO SCRIPPS INSTITUTE, GO
 DC1302'NORTHERLY AND THEN EASTERLY ON LA JOLLA SHORES DRIVE FOR 0.75 MILE
 DC1302'TO A PAVED ROAD AND WOODEN GATE ON THE RIGHT.  (AZIMUTH MARK IS
 DC1302'90 FEET WEST OF THE WEST GATE POST.) TURN RIGHT, PASSING THROUGH
 DC1302'GATE, AND GO SOUTHERLY ON PAVED ROAD FOR 0.25 MILE TO SCRIPPS
 DC1302'RADIO STATION WWD AND THE STATION AS DESCRIBED.
 DC1302'
 DC1302'THE STATION MARK IS A STANDARD DISK STAMPED 51134 1976, SET IN THE
 DC1302'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 DC1302'GROUND.  AN UNDERGROUND MARK WAS SET ABOUT 36 INCHES BELOW GROUND
 DC1302'AND STAMPED 51134 1976.  IT IS 121 FEET SOUTHWEST OF THE SOUTHWEST
 DC1302'CORNER OF RADIO STATION WWD, 64 FEET NORTHEAST OF THE NORTHEAST LEG
 DC1302'OF AN ANTENNA MAST AND 22 FEET SOUTHEAST OF AN 8-INCH STANDPIPE
 DC1302'WHICH PROJECTS 5 INCHES.
 DC1302'
 DC1302'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 51134 NO 1 1976, SET IN
 DC1302'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 DC1302'GROUND LEVEL.  IT IS 56.5 FEET SOUTHEAST OF AN ANTENNA SUPPORT
 DC1302'POLE, 43.4 FEET WEST OF THE SOUTHWEST CORNER OF RADIO STATION WWD,
 DC1302'AND 28.4 FEET EAST OF A WATER SPRINKLER STANDPIPE.
 DC1302'
 DC1302'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 51134 NO 2 1976, SET IN
 DC1302'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 DC1302'GROUND.  IT IS 89.6 FEET NORTH OF AN ANTENNA MAST, 26 FEET NORTHWEST
 DC1302'OF AN 8-INCH STANDPIPE AND 2 FEET EAST OF THE WEST EDGE OF THE
 DC1302'BLUFF.
 DC1302'
 DC1302'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 51134 1976, SET IN THE
 DC1302'TOP OF A 18-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 DC1302'GROUND.  IT IS 88 FEET WEST OF BENCH MARK L895, 46 FEET SOUTH OF
 DC1302'THE CENTER OF LA JOLLA SHORES DRIVE, 45.5 FEET NORTHEAST OF A
 DC1302'2-FOOT DIAMETER TREE, 21 FEET NORTHWEST OF THE NORTHWEST CORNER
 DC1302'OF A CONCRETE WATER MAIN BOX AND ABOUT 7 FEET LOWER THAN THE ROAD.
 DC1302
 DC1302                          STATION RECOVERY (1978)
 DC1302
 DC1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DC1302'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DC1302'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 DC1302'
 DC1302'THE STATION IS LOCATED IN LA JOLLA, NEAR THE SOUTH END OF A LEVEL
 DC1302'GRASS COVERED SUMMIT OF THE FIRST RIDGE EAST OF THE PACIFIC OCEAN
 DC1302'BEACH, UPON THE PROPERTY OF THE SCRIPPS INSTITUTE OF OCEANOGRAPHY
 DC1302'RADIO STATION, AND ON AN EAST-WEST ALIGNMENT WITH THE SCRIPPS
 DC1302'PIER.  IT IS 1/2 MILE SOUTH OF THE UNIVERSITY OF CALIFORNIA SAN
 DC1302'DIEGO AND 1/4 MILE EAST OF THE SCRIPPS INSTITUTE OF OCEANOGRAPHY.
 DC1302'
 DC1302'TO REACH THE STATION FROM THE CROSSROAD INTERSECTION OF LA JOLLA
 DC1302'SHORES ROAD AND LA JOLLA VILLAGE DRIVE AT THE SOUTH EDGE OF THE
 DC1302'UNIVERSITY OF CALIFORNIA SAN DIEGO CAMPUS, DRIVE SOUTHERLY ON LA
 DC1302'JOLLA SHORES ROAD FOR 0.65 MILE TO A SWEEPING CURVE TO THE RIGHT AND
 DC1302'A NARROW SIDE ROAD LEFT.  TURN LEFT, PASS THROUGH A WOODEN GATE
 DC1302'AND DRIVE SOUTH ON A BLACK-TOPPED ROAD FOR 0.25 MILE TO THE
 DC1302'SCRIPPS RADIO STATION FACILITY AND THE STATION.
 DC1302'
 DC1302'THE STATION IS MARKED BY A NGS HORIZONTAL CONTROL DISK, STAMPED 51134
 DC1302'1976, SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE POST THAT
 DC1302'IS 4 INCHES BELOW THE GRASS SURFACED GROUND.  IT IS ABOUT 124 FEET
 DC1302'SOUTHWEST OF THE SCRIPPS RADIO STATION BUILDING, 64.0 FEET
 DC1302'NORTHEAST OF THE NORTHEAST LEG OF A TALL TRIPOD STEEL RADIO TOWER,
 DC1302'38.0 FEET SOUTH-SOUTHWEST OF A 3 FEET SQUARE CONCRETE PAD THAT
 DC1302'SERVES AS THE CENTRAL POINT FOR THE ARIES MOBILE ANTENNA, AND
 DC1302'22.4 FEET SOUTHEAST OF A 8 INCHES IN DIAMETER VERTICAL WATER PIPE
 DC1302'WITH AN IRON COVER THAT PROJECTS 8 INCHES ABOVE THE GRASS COVERED
 DC1302'GROUND SURFACE.
 DC1302'
 DC1302'REFERENCE MARK 1 IS A NGS REFERENCE DISK, STAMPED 51134 NO 1 1976,
 DC1302'SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE POST THAT IS
 DC1302'2 INCHES BELOW THE GRASS COVERED GROUND SURFACE.  IT IS 56.0 FEET
 DC1302'SOUTHEAST OF A LARGE WOODEN RADIO MAST WHICH PROJECTS FROM THE
 DC1302'CENTER OF THE OPEN GRASS COVERED AREA, 42.5 FEET WEST-SOUTHWEST OF
 DC1302'THE SOUTHWEST CORNER OF THE SCRIPPS RADIO STATION BUILDING AND
 DC1302'25.0 FEET SOUTH OF THE CENTER OF A EAST-WEST BLACK-TOPPED WALK.
 DC1302'
 DC1302'REFERENCE MARK 2 IS A NGS REFERENCE DISK, STAMPED 51134 NO 1 1976,
 DC1302'SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE POST THAT IS 4
 DC1302'INCHES BELOW THE GRASS COVERED GROUND SURFACE.  IT IS 70.5 FEET
 DC1302'SOUTHWEST OF THE LARGE WOODEN RADIO MAST, 32.5 FEET WEST-NORTHWEST
 DC1302'OF THE CENTER OF THE 3 FEET SQUARE CONCRETE ARIES ANTENNA PAD AND
 DC1302'26.5 FEET NORTHWEST OF THE 8 INCHES IN DIAMETER VERTICAL WATER
 DC1302'PIPE WITH LID THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 DC1302
 DC1302                          STATION RECOVERY (1978)
 DC1302
 DC1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1302'1.15 MI NE FROM SCRIPPS INSTITUTE.
 DC1302'0.9 MILE NORTHEAST ALONG LA JOLLA SHORES DRIVE FROM THE SCRIPPS
 DC1302'INSTITUTE OF OCEANOGRAPHY, THENCE 0.25 MILE SOUTH ALONG A PAVED ROAD
 DC1302'TO THE SCRIPPS RADIO STATION, 0.15 MILE EAST UP A STEEP BLUFF FROM
 DC1302'SCRIPPS INSTITUTE, 121 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF
 DC1302'RADIO STATION WWD, 64 FT. NORTHEAST OF THE NORTHEAST LEG OF A
 DC1302'THREE-LEGGED ANTENNA MAST, 22 FT. SOUTHEAST OF AN 8-INCH WHICH
 DC1302'PROJECTS 5 INCHES, 81 FT. SOUTHWEST OF RM 1, 48 FT. SOUTHEAST OF
 DC1302'RM 2, 60 FT. NORTHEAST OF AIRES 2.
 DC1302
 DC1302                          STATION RECOVERY (1986)
 DC1302
 DC1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 DC1302'THE STATION WAS RECOVERED AT THIS DATE,
 DC1302'IN GOOD CONDITION, AS DESCRIBED IN 1978.  REFERENCE MARKS 1 AND 2
 DC1302'WERE SEARCHED FOR BUT NOT RECOVERED.  NOTE, FUTURE AQUARIUM
 DC1302'CONSTRUCTION MAY DESTROY STATION MARK.  A NEW DESCRIPTION FOLLOWS.
 DC1302'
 DC1302'THE STATION IS LOCATED IN LA JOLLA, NEAR THE SOUTH END OF A LEVEL
 DC1302'GRASS COVERED SUMMIT ON THE FIRST RIDGE EAST OF THE PACIFIC OCEAN
 DC1302'BEACH, ON THE PROPERTY OF THE SCRIPPS INSTITUTE OF OCEANOGRAPHY
 DC1302'RADIO STATION, 0.8 KM (0.5 MI) SOUTH OF THE UNIVERSITY OF
 DC1302'CALIFORNIA SAN DIEGO AND 0.4 KM (0.25 MI) EAST OF THE SCRIPPS
 DC1302'INSTITUTE OF OCEANOGRAPHY.  OWNERSHIP--SCRIPPS INSTITUTE OF
 DC1302'OCEANOGRAPHY, UNIVERSITY OF CALIFORNIA SAN DIEGO, LA JOLLA CA
 DC1302'92093, FOR SITE CLEARANCE CONTACT JAMES BLATENBERGER, PHONE
 DC1302'619-534-2833.
 DC1302'
 DC1302'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE SCRIPPS
 DC1302'INSTITUTE OF OCEANOGRAPHY, GO NORTHERLY FOR 0.6 KM (0.35 MI) ON LA
 DC1302'JOLLA SHORES DRIVE TO THE MAIN ENTRANCE TO THE NOAA SOUTHWEST
 DC1302'FISHERIES CENTER ON THE LEFT.  CONTINUE AHEAD AND GO EASTERLY FOR
 DC1302'0.3 KM (0.2 MI) ON LA JOLLA SHORES DRIVE TO A PAVED ROAD AND WOODEN
 DC1302'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE, AND GO SOUTHERLY
 DC1302'(DOWNHILL) FOR 0.3 KM (0.2 MI) ON THE PAVED ROAD TO A PAVED ROAD
 DC1302'LEFT.  CONTINUE AHEAD AND GO UPHILL FOR 0.2 KM (0.1 MI) TO THE
 DC1302'SCRIPPS RADIO STATION WWD AND THE STATION AS DESCRIBED.
 DC1302'
 DC1302'THE STATION IS A STANDARD NGS DISK
 DC1302'STAMPED---51134 1976---,
 DC1302'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DC1302'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 DC1302'ABOUT 37.8 METERS (124 FT) SOUTHWEST FROM THE SCRIPPS RADIO STATION
 DC1302'BUILDING,
 DC1302'19.5 METERS (64.0 FT) NORTHEAST FROM THE NORTHEAST LEG OF A TALL
 DC1302'TRIPOD STEEL RADIO TOWER,
 DC1302'11.6 METERS (38.0 FT) SOUTH-SOUTHWEST FROM A 3 FEET SQUARE CONCRETE
 DC1302'PAD THAT SERVES AS THE CENTRAL POINT FOR THE ARIES MOBILE ANTENNA
 DC1302'AND
 DC1302'6.8 METERS (22.4 FT) SOUTHEAST FROM A VERTICAL WATER PIPE 20 CM IN
 DC1302'DIAMETER WITH IRON COVER PROJECTING 20 CM ABOVE GROUND.
 DC1302'
 DC1302'SALTON TROUGH CRUSTAL-MOTION MONITORING, SOUTHERN CALIFORNIA,
 DC1302'MAY-JUNE 1986.
 DC1302'
 DC1302'THIS STATION SUITABLE FOR GPS SURVEYS.
 DC1302'
 DC1302'DESCRIBED BY D.R. LOKKEN.
 DC1302
 DC1302                          STATION RECOVERY (1987)
 DC1302
 DC1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1302'RECOVERED IN GOOD CONDITION.
 DC1302
 DC1302                          STATION RECOVERY (1990)
 DC1302
 DC1302'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 DC1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1299 ***********************************************************************
 DC1299  DESIGNATION -  51134 AZ MK
 DC1299  PID         -  DC1299
 DC1299  STATE/COUNTY-  CA/SAN DIEGO
 DC1299  USGS QUAD   -  LA JOLLA (1975)
 DC1299
 DC1299                         *CURRENT SURVEY CONTROL
 DC1299  ___________________________________________________________________
 DC1299* NAD 83(1986)-  32 52 09.     (N)    117 14 59.     (W)     SCALED    
 DC1299* NAVD 88     -       101.451  (meters)     332.84   (feet)  READJUSTED
 DC1299  ___________________________________________________________________
 DC1299  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DC1299  DYNAMIC HT  -         101.340 (meters)     332.48  (feet)  COMP
 DC1299  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DC1299
 DC1299  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1299
 DC1299.The horizontal coordinates were scaled from a topographic map and have
 DC1299.an estimated accuracy of +/- 6 seconds.
 DC1299
 DC1299.The orthometric height was determined by differential leveling
 DC1299.and adjusted in February 1993.
 DC1299.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1299.mark was located on a no-check spur therefore a value was not computed.
 DC1299.The height was derived from older observations constrained to new
 DC1299.heights in a crustal motion area.  The height is approximate in
 DC1299.relation to other heights in its vicinity.
 DC1299.No vertical observational check was made to the station.
 DC1299
 DC1299.The geoid height was determined by GEOID03.
 DC1299
 DC1299.The dynamic height is computed by dividing the NAVD 88
 DC1299.geopotential number by the normal gravity value computed on the
 DC1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1299.degrees latitude (g = 980.6199 gals.).
 DC1299
 DC1299.The modeled gravity was interpolated from observed gravity values.
 DC1299
 DC1299;                    North         East    Units  Estimated Accuracy
 DC1299;SPC CA 6     -   578,360.    1,906,440.      MT  (+/- 180 meters Scaled)
 DC1299
 DC1299                          SUPERSEDED SURVEY CONTROL
 DC1299
 DC1299  NGVD 29 (??/??/92)  100.805  (m)          330.72   (f) ADJ UNCH    1 1
 DC1299
 DC1299.Superseded values are not recommended for survey control.
 DC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1299.See file dsdata.txt to determine how the superseded data were derived.
 DC1299
 DC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS766368(NAD 83)
 DC1299_MARKER: DZ = AZIMUTH MARK DISK
 DC1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1299_SP_SET: CONCRETE POST
 DC1299_STAMPING: 51134 1976
 DC1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1299+STABILITY: SURFACE MOTION
 DC1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC1299+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2008
 DC1299
 DC1299  HISTORY     - Date     Condition        Report By
 DC1299  HISTORY     - 1976     MONUMENTED       NGS
 DC1299  HISTORY     - 1978     GOOD             NGS
 DC1299  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC1299  HISTORY     - 20080510 GOOD             INDIV
 DC1299
 DC1299                          STATION DESCRIPTION
 DC1299
 DC1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1299'0.9 MI NE FROM SCRIPPS INSTITUTE.
 DC1299'0.9 MILE NORTHEAST ALONG LA JOLLA SHORES DRIVE FROM THE SCRIPPS
 DC1299'INSTITUTE OF OCEANOGRAPHY, IN THE VICINITY OF THE JUNCTION OF THE
 DC1299'PAVED ROAD LEADING SOUTH TO THE SCRIPPS RADIO STATION, 46 FT. SOUTH
 DC1299'OF THE CENTER LINE OF LA JOLLA SHORES DRIVE, 45.5 FT. NORTHEAST OF A
 DC1299'2 FT. DIAMETER TREE, 21 FT. NORTHWEST OF THE NORTHWEST CORNER OF A
 DC1299'CONCRETE WATER MAIN BOX, 88 FT. WEST OF BENCH MARK L 895, 93 FT.
 DC1299'WEST OF GRAVITY STATION PB 0551.
 DC1299
 DC1299                          STATION RECOVERY (1987)
 DC1299
 DC1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1299'NOT RECOVERED.
 DC1299
 DC1299                          STATION RECOVERY (2008)
 DC1299
 DC1299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC1299'THE MARK IS 277 DEGREES MAGNETIC FROM BENCH MARK L 895 AND ROUGHLY 27
 DC1299'FEET ALONG A LINE PERPENDICULAR TO THE SOUTH CURB OF LA JOLLA SHORES
 DC1299'DRIVE, NEAR THE BASE OF THE ROAD BANK.  THE MARK WAS ROUGHLY 4 INCHES
 DC1299'BELOW THE SURFACE.  THE MARK BEARS 030 DEG MAG FROM THE 2+ FEET
 DC1299'DIAMETER TREE.  THIS IS THE LARGEST TREE IN THE IMMEDIATE VICINITY.
 DC1299' 
 DC1299' 
 DC1299'A FIVE MINUTE WAAS GPS AVERAGE GIVES N 32 52 8.65 LATITUDE AND W 117
 DC1299'14 57.73 LONGITUDE +/- 0.05 SECONDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1301 ***********************************************************************
 DC1301  DESIGNATION -  51134 RM 1
 DC1301  PID         -  DC1301
 DC1301  STATE/COUNTY-  CA/SAN DIEGO
 DC1301  USGS QUAD   -  LA JOLLA (1975)
 DC1301
 DC1301                         *CURRENT SURVEY CONTROL
 DC1301  ___________________________________________________________________
 DC1301* NAD 83(1992)-  32 51 56.03787(N)    117 15 01.31016(W)     ADJUSTED  
 DC1301* NAVD 88     -        77.273  (meters)     253.52   (feet)  READJUSTED
 DC1301  ___________________________________________________________________
 DC1301  EPOCH DATE  -        1991.35
 DC1301  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 DC1301  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DC1301  DYNAMIC HT  -          77.190 (meters)     253.25  (feet)  COMP
 DC1301  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DC1301
 DC1301  HORZ ORDER  -  FIRST
 DC1301  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC1301
 DC1301.The horizontal coordinates were established by classical geodetic methods
 DC1301.and adjusted by the National Geodetic Survey in June 1996.
 DC1301.The horizontal coordinates are valid at the epoch date displayed above.
 DC1301.The epoch date for horizontal control is a decimal equivalence
 DC1301.of Year/Month/Day.
 DC1301
 DC1301.The orthometric height was determined by differential leveling
 DC1301.and adjusted in February 1993.
 DC1301.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC1301.distribution rate of 0.0 thru 1.0 mm/km.
 DC1301.The height was derived from older observations constrained to new
 DC1301.heights in a crustal motion area.  The height is approximate in
 DC1301.relation to other heights in its vicinity.
 DC1301
 DC1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1301
 DC1301.The geoid height was determined by GEOID03.
 DC1301
 DC1301.The dynamic height is computed by dividing the NAVD 88
 DC1301.geopotential number by the normal gravity value computed on the
 DC1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1301.degrees latitude (g = 980.6199 gals.).
 DC1301
 DC1301.The modeled gravity was interpolated from observed gravity values.
 DC1301
 DC1301;                    North         East     Units Scale Factor Converg.
 DC1301;SPC CA 6     -   577,958.969 1,906,373.879   MT  0.99998734   -0 32 59.0
 DC1301;SPC CA 6     - 1,896,187.05  6,254,494.97   sFT  0.99998734   -0 32 59.0
 DC1301;UTM  11      - 3,636,411.519   476,576.610   MT  0.99960676   -0 08 09.1
 DC1301
 DC1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1301!SPC CA 6     -   0.99999336  x   0.99998734  =   0.99998070
 DC1301!UTM  11      -   0.99999336  x   0.99960676  =   0.99960012
 DC1301
 DC1301:                Primary Azimuth Mark                     Grid Az
 DC1301:SPC CA 6     -  SOLEDAD                                  184 32 08.1
 DC1301:UTM  11      -  SOLEDAD                                  184 07 18.2
 DC1301
 DC1301|---------------------------------------------------------------------|
 DC1301| PID    Reference Object                     Distance      Geod. Az  |
 DC1301|                                                           dddmmss.s |
 DC1301| DC1849 SOLEDAD                             APPROX. 2.9 KM 1835909.1 |
 DC1301| DC1302 51134                                24.841 METERS 24916     |
 DC1301| DC1304 51134 RM 2                           26.995 METERS 28204     |
 DC1301|---------------------------------------------------------------------|
 DC1301
 DC1301                          SUPERSEDED SURVEY CONTROL
 DC1301
 DC1301  NAD 83(1986)-  32 51 56.03243(N)    117 15 01.31243(W) AD(1984.00) 1
 DC1301  NAD 27      -  32 51 55.86081(N)    117 14 58.17324(W) AD(       ) 1
 DC1301  NGVD 29 (??/??/92)   76.628  (m)          251.40   (f) ADJ UNCH    1 1
 DC1301
 DC1301.Superseded values are not recommended for survey control.
 DC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1301.See file dsdata.txt to determine how the superseded data were derived.
 DC1301
 DC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7657736412(NAD 83)
 DC1301_MARKER: DR = REFERENCE MARK DISK
 DC1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1301_SP_SET: CONCRETE POST
 DC1301_STAMPING: 51134 NO 1 1976
 DC1301_MARK LOGO: NGS   
 DC1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1301+STABILITY: SURFACE MOTION
 DC1301
 DC1301  HISTORY     - Date     Condition        Report By
 DC1301  HISTORY     - 1976     MONUMENTED       NGS
 DC1301  HISTORY     - 1978     GOOD             NGS
 DC1301  HISTORY     - 1978     GOOD             NGS
 DC1301  HISTORY     - 1987     GOOD             NGS
 DC1301  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DC1301
 DC1301                          STATION DESCRIPTION
 DC1301
 DC1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 DC1301'THE STATION IS LOCATED ON A COASTAL BLUFF IN THE NORTH SECTION OF
 DC1301'LA JOLLA, AT THE SCRIPPS INSTITUTE OF OCEANOGRAPHY RADIO STATION
 DC1301'WWD.  IT IS ON PROPERTY OWNED BY UNIVERSITY OF CALIFORNIA SAN
 DC1301'DIEGO, LA JOLLA, CALIFORNIA 92093.  MR. DON CROUCH IS
 DC1301'COMMUNICATIONS OFFICER, RADIO STATION WWD, 714-452-3633.
 DC1301'
 DC1301'TO REACH THE STATION FROM THE MAIN ENTRANCE TO SCRIPPS INSTITUE, GO
 DC1301'NORTHERLY AND THEN EASTERLY ON LA JOLLA SHORES DRIVE FOR 0.75 MILE
 DC1301'TO A PAVED ROAD AND WOODEN GATE ON THE RIGHT.  (AZIMUTH MARK IS 90
 DC1301'FEET WEST OF THE WEST GATE POST.) TURN RIGHT, PASSING THROUGH
 DC1301'GATE, AND GO SOUTHERLY ON PAVED ROAD FOR 0.25 MILE TO SCRIPPS RADIO
 DC1301'STATION WWD AND THE STATION AS DESCRIBED.
 DC1301'
 DC1301'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 51134 NO 1 1976, SET IN
 DC1301'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 DC1301'GROUND LEVEL.  IT IS 56.5 FEET SOUTHEAST OF AN ANTENNA SUPPORT
 DC1301'POLE, 43.4 FEET WEST OF THE SOUTHWEST CORNER OF RADIO STATION WWD,
 DC1301'AND 28.4 FEET EAST OF A WATER SPRINKLER STANDPIPE.
 DC1301'
 DC1301'NEAREST TOWN--IN LA JOLLA.
 DC1301
 DC1301                          STATION RECOVERY (1978)
 DC1301
 DC1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DC1301'THE STATION REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 DC1301
 DC1301                          STATION RECOVERY (1978)
 DC1301
 DC1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1301'1.2 MI NE FROM SCRIPPS INSTITUTE.
 DC1301'0.9 MILE NORTHEAST ALONG LA JOLLA SHORES DRIVE FROM THE SCHRIPPS
 DC1301'INSTITUTE OF OCEANOGRAPHY, THENCE O.25 MILE SOUTH ALONG A PAVED
 DC1301'ROAD TO THE SCRIPPS RADIO STATION, O.15 MILE EAST UP A STEEP
 DC1301'BLUFF FROM SCRIPPS INSTITUTE, 56.5 FT. SOUTHEAST OF AN ANTENNA
 DC1301'SUPPORT POLE, 43.4 FT. WEST OF THE SOUTHWEST CORNER OF RADIO
 DC1301'STATION WWD, 28.4 FT. EAST OF A WATER SPRINGLER STANDPIPE, 81 FT.
 DC1301'NORTHEAST OF 51134, 58 FT. SOUTH OF AIRES 1.
 DC1301
 DC1301                          STATION RECOVERY (1987)
 DC1301
 DC1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1301'RECOVERED IN GOOD CONDITION.
 DC1301
 DC1301                          STATION RECOVERY (1990)
 DC1301
 DC1301'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 DC1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1304 ***********************************************************************
 DC1304  DESIGNATION -  51134 RM 2
 DC1304  PID         -  DC1304
 DC1304  STATE/COUNTY-  CA/SAN DIEGO
 DC1304  USGS QUAD   -  LA JOLLA (1975)
 DC1304
 DC1304                         *CURRENT SURVEY CONTROL
 DC1304  ___________________________________________________________________
 DC1304* NAD 83(1992)-  32 51 56.22089(N)    117 15 02.32553(W)     ADJUSTED  
 DC1304* NAVD 88     -        76.925  (meters)     252.38   (feet)  READJUSTED
 DC1304  ___________________________________________________________________
 DC1304  EPOCH DATE  -        1991.35
 DC1304  LAPLACE CORR-           8.09  (seconds)                    DEFLEC99
 DC1304  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DC1304  DYNAMIC HT  -          76.840 (meters)     252.10  (feet)  COMP
 DC1304  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DC1304
 DC1304  HORZ ORDER  -  SECOND
 DC1304  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC1304
 DC1304.The horizontal coordinates were established by classical geodetic methods
 DC1304.and adjusted by the National Geodetic Survey in June 1996.
 DC1304.The horizontal coordinates are valid at the epoch date displayed above.
 DC1304.The epoch date for horizontal control is a decimal equivalence
 DC1304.of Year/Month/Day.
 DC1304
 DC1304.The orthometric height was determined by differential leveling
 DC1304.and adjusted in February 1993.
 DC1304.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC1304.distribution rate of 0.0 thru 1.0 mm/km.
 DC1304.The height was derived from older observations constrained to new
 DC1304.heights in a crustal motion area.  The height is approximate in
 DC1304.relation to other heights in its vicinity.
 DC1304
 DC1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1304
 DC1304.The geoid height was determined by GEOID03.
 DC1304
 DC1304.The dynamic height is computed by dividing the NAVD 88
 DC1304.geopotential number by the normal gravity value computed on the
 DC1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1304.degrees latitude (g = 980.6199 gals.).
 DC1304
 DC1304.The modeled gravity was interpolated from observed gravity values.
 DC1304
 DC1304;                    North         East     Units Scale Factor Converg.
 DC1304;SPC CA 6     -   577,964.860 1,906,347.536   MT  0.99998733   -0 32 59.5
 DC1304;SPC CA 6     - 1,896,206.38  6,254,408.54   sFT  0.99998733   -0 32 59.5
 DC1304;UTM  11      - 3,636,417.217   476,550.235   MT  0.99960678   -0 08 09.7
 DC1304
 DC1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1304!SPC CA 6     -   0.99999341  x   0.99998733  =   0.99998074
 DC1304!UTM  11      -   0.99999341  x   0.99960678  =   0.99960019
 DC1304
 DC1304|---------------------------------------------------------------------|
 DC1304| PID    Reference Object                     Distance      Geod. Az  |
 DC1304|                                                           dddmmss.s |
 DC1304| DC1524 LA JOLLA ARIES 1 1978                36.488 METERS 07436     |
 DC1304| DC1301 51134 RM 1                           26.995 METERS 10204     |
 DC1304| DC1302 51134                                14.774 METERS 16738     |
 DC1304| DC1849 SOLEDAD                             APPROX. 2.9 KM 1832701.9 |
 DC1304| DC1303 AIRES 2                              26.202 METERS 20954     |
 DC1304|---------------------------------------------------------------------|
 DC1304
 DC1304                          SUPERSEDED SURVEY CONTROL
 DC1304
 DC1304  NAD 83(1986)-  32 51 56.21550(N)    117 15 02.32784(W) AD(1984.00) 2
 DC1304  NAD 27      -  32 51 56.04384(N)    117 14 59.18856(W) AD(       ) 2
 DC1304  NGVD 29 (??/??/92)   76.281  (m)          250.27   (f) ADJ UNCH    1 1
 DC1304
 DC1304.Superseded values are not recommended for survey control.
 DC1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1304.See file dsdata.txt to determine how the superseded data were derived.
 DC1304
 DC1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7655036417(NAD 83)
 DC1304_MARKER: DR = REFERENCE MARK DISK
 DC1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1304_SP_SET: CONCRETE POST
 DC1304_STAMPING: 51134 NO 2 1976
 DC1304_MARK LOGO: NGS   
 DC1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1304+STABILITY: SURFACE MOTION
 DC1304
 DC1304  HISTORY     - Date     Condition        Report By
 DC1304  HISTORY     - 1976     MONUMENTED       NGS
 DC1304  HISTORY     - 1978     GOOD             NGS
 DC1304  HISTORY     - 1978     GOOD             NGS
 DC1304  HISTORY     - 1987     GOOD             NGS
 DC1304  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DC1304
 DC1304                          STATION DESCRIPTION
 DC1304
 DC1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 DC1304'THE STATION IS LOCATED ON A COASTAL BLUFF IN THE NORTH SECTION OF LA
 DC1304'JOLLA, AT THE SCRIPPS INSTITUTE OF OCEANOGRAPHY RADIO STATION WWD.
 DC1304'IT IS ON PROPERTY OWNED BY UNIVERSITY OF CALIFORNIA SAN DIEGO, LA
 DC1304'JOLLA, CALIFORNIA 92093.  MR. DON CROUCH IS COMMUNICATIONS OFFICER,
 DC1304'RADIO STATION WWD, 714-452-3633.
 DC1304'
 DC1304'TO REACH THE STATION FROM THE MAIN ENTRANCE TO SCRIPPS INSTITUTE, GO
 DC1304'NORTHERLY AND THEN EASTERLY ON LA JOLLA SHORES DRIVE FOR 0.75 MILE
 DC1304'TO A PAVED ROAD AND WOODEN GATE ON THE RIGHT.  (AZIMUTH MARK IS 90
 DC1304'FEET WEST OF THE WEST GATE POST.) TURN RIGHT, PASSING THROUGH
 DC1304'GATE, AND GO SOUTHERLY ON PAVED ROAD FOR 0.25 MILE TO SCRIPPS RADIO
 DC1304'STATION WWD AND THE STATION AS DESCRIBED.
 DC1304'
 DC1304'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 51134 NO 2 1976, SET IN
 DC1304'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW
 DC1304'GROUND.  IT IS 89.6 FEET NORTH OF AN ANTENNA MAST, 26 FEET
 DC1304'NORTHWEST OF AN 8-INCH STANDPIPE AND 2 FEET EAST OF THE WEST EDGE
 DC1304'OF THE BLUFF.
 DC1304'
 DC1304'NEAREST TOWN--IN LA JOLLA.
 DC1304
 DC1304                          STATION RECOVERY (1978)
 DC1304
 DC1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DC1304'THE STATION REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 DC1304
 DC1304                          STATION RECOVERY (1978)
 DC1304
 DC1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1304'1.15 MI NE FROM SCRIPPS INSTITUTE.
 DC1304'0.9 MILE NORTHEAST ALONG LA JOLLA SHORES DRIVE FROM THE SCRIPPS
 DC1304'INSTITUTE OF OCEANOGRAPHY, THENCE 0.25 MILE SOUTH ALONG A PAVED
 DC1304'ROAD TO THE SCRIPPS RADIO STATION, 0.15 MILE DIRECTLY EAST UP A
 DC1304'STEEP BLUFF FROM SCRIPPS INSTITUTE, 89.6 FT. NORTH OF AN ANTENNA
 DC1304'MAST, 26 FT. NORTHWEST OF AN 8-INCH STAND PIPE, 4 FT. EAST OF THE
 DC1304'WEST EDGE OF A BLUFF, 48 FT. NORTHWEST OF 51134, 86 FT. NORTH OF
 DC1304'ARIES 2, 98 FT. SOUTH OF ARIES 3, 20.7 FT. SOUTHWEST OF AN
 DC1304'ANTENNA POLE.
 DC1304
 DC1304                          STATION RECOVERY (1987)
 DC1304
 DC1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1304'RECOVERED IN GOOD CONDITION.
 DC1304
 DC1304                          STATION RECOVERY (1990)
 DC1304
 DC1304'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 DC1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0098 ***********************************************************************
 LT0098  DESIGNATION -  5117.49 CAHD
 LT0098  PID         -  LT0098
 LT0098  STATE/COUNTY-  CA/LASSEN
 LT0098  USGS QUAD   -  WESTWOOD EAST (1995)
 LT0098
 LT0098                         *CURRENT SURVEY CONTROL
 LT0098  ___________________________________________________________________
 LT0098* NAD 83(1986)-  40 18 53.     (N)    120 59 55.     (W)     SCALED    
 LT0098* NAVD 88     -      1559.44   (+/-2cm)    5116.3    (feet)  VERTCON   
 LT0098  ___________________________________________________________________
 LT0098  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 LT0098  VERT ORDER  -  ? (See Below)
 LT0098
 LT0098.The horizontal coordinates were scaled from a topographic map and have
 LT0098.an estimated accuracy of +/- 6 seconds.
 LT0098
 LT0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0098.The vertical order pertains to the NGVD 29 superseded value.
 LT0098
 LT0098.The geoid height was determined by GEOID03.
 LT0098
 LT0098;                    North         East    Units  Estimated Accuracy
 LT0098;SPC CA 1     -   609,460.    2,085,110.      MT  (+/- 180 meters Scaled)
 LT0098
 LT0098                          SUPERSEDED SURVEY CONTROL
 LT0098
 LT0098  NGVD 29 (??/??/??) 1558.400  (m)         5112.85   (f) ADJUSTED    ?  
 LT0098
 LT0098.Superseded values are not recommended for survey control.
 LT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0098.See file dsdata.txt to determine how the superseded data were derived.
 LT0098
 LT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK700646(NAD 83)
 LT0098_MARKER: S = SPIKE
 LT0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0098_SP_SET: PINE TREE ROOT
 LT0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0098
 LT0098  HISTORY     - Date     Condition        Report By
 LT0098  HISTORY     - UNK      MONUMENTED       CADH
 LT0098  HISTORY     - 1934     GOOD             NGS
 LT0098
 LT0098                          STATION DESCRIPTION
 LT0098
 LT0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0098'0.9 MI N FROM WESTWOOD.
 LT0098'0.9 MILE NORTH ALONG STATE HIGHWAY 36 FROM WESTWOOD, LASSEN
 LT0098'COUNTY, 120 FEET EAST OF THE WESTERN PACIFIC RAILROAD TRACK, 40
 LT0098'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE ROOT OF
 LT0098'A 2-FOOT PINE TREE.  A BOAT SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4266 ***********************************************************************
 GU4266  DESIGNATION -  5122
 GU4266  PID         -  GU4266
 GU4266  STATE/COUNTY-  CA/MONTEREY
 GU4266  USGS QUAD   -  MOSS LANDING (1994)
 GU4266
 GU4266                         *CURRENT SURVEY CONTROL
 GU4266  ___________________________________________________________________
 GU4266* NAD 83(1992)-  36 48 26.23062(N)    121 47 04.40663(W)     ADJUSTED  
 GU4266* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 GU4266  ___________________________________________________________________
 GU4266  EPOCH DATE  -        1991.35
 GU4266  X           -  -2,693,053.877 (meters)                     COMP
 GU4266  Y           -  -4,346,066.326 (meters)                     COMP
 GU4266  Z           -   3,800,273.084 (meters)                     COMP
 GU4266  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 GU4266  ELLIP HEIGHT-         -30.698 (meters)          (03/08/94) ADJUSTED
 GU4266  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 GU4266  HORZ ORDER  -  THIRD
 GU4266  ELLP ORDER  -  FOURTH    CLASS I
 GU4266
 GU4266.The horizontal coordinates were established by GPS observations
 GU4266.and adjusted by the National Geodetic Survey in March 1994.
 GU4266.The horizontal coordinates are valid at the epoch date displayed above.
 GU4266.The epoch date for horizontal control is a decimal equivalence
 GU4266.of Year/Month/Day.
 GU4266
 GU4266.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU4266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU4266
 GU4266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU4266
 GU4266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU4266
 GU4266.The ellipsoidal height was determined by GPS observations
 GU4266.and is referenced to NAD 83.
 GU4266
 GU4266.The geoid height was determined by GEOID03.
 GU4266
 GU4266;                    North         East     Units Scale Factor Converg.
 GU4266;SPC CA 4     -   667,154.496 1,751,566.063   MT  0.99994576   -1 39 40.4
 GU4266;SPC CA 4     - 2,188,822.71  5,746,596.33   sFT  0.99994576   -1 39 40.4
 GU4266;SPC CA 3     -   534,890.478 1,885,367.782   MT  1.00006370   -0 47 11.2
 GU4266;SPC CA 3     - 1,754,886.51  6,185,577.46   sFT  1.00006370   -0 47 11.2
 GU4266;SPC CA 5     -   873,313.926 1,662,169.634   MT  1.00056901   -2 09 26.1
 GU4266;SPC CA 5     - 2,865,197.44  5,453,301.54   sFT  1.00056901   -2 09 26.1
 GU4266;UTM  10      - 4,074,183.402   608,419.933   MT  0.99974481   +0 43 41.8
 GU4266
 GU4266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU4266!SPC CA 4     -   1.00000482  x   0.99994576  =   0.99995058
 GU4266!SPC CA 3     -   1.00000482  x   1.00006370  =   1.00006852
 GU4266!SPC CA 5     -   1.00000482  x   1.00056901  =   1.00057383
 GU4266!UTM  10      -   1.00000482  x   0.99974481  =   0.99974963
 GU4266
 GU4266|---------------------------------------------------------------------|
 GU4266| PID    Reference Object                     Distance      Geod. Az  |
 GU4266|                                                           dddmmss.s |
 GU4266| GU4265 5101                                369.606 METERS 35229     |
 GU4266|---------------------------------------------------------------------|
 GU4266
 GU4266                          SUPERSEDED SURVEY CONTROL
 GU4266
 GU4266  NAD 83(1986)-  36 48 26.22294(N)    121 47 04.40064(W) AD(1984.00) 3
 GU4266  NGVD 29 (06/22/92)    2.3    (m)            8.     (f) GPS OBS     3  
 GU4266
 GU4266.Superseded values are not recommended for survey control.
 GU4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4266.See file dsdata.txt to determine how the superseded data were derived.
 GU4266
 GU4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF0842074183(NAD 83)
 GU4266_MARKER: DD = SURVEY DISK
 GU4266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU4266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU4266_STAMPING: 5122
 GU4266_MARK LOGO: GBLI  
 GU4266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GU4266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU4266+SATELLITE: SATELLITE OBSERVATIONS - 1991
 GU4266
 GU4266  HISTORY     - Date     Condition        Report By
 GU4266  HISTORY     - 1991     MONUMENTED       GBLI
 GU4266
 GU4266                          STATION DESCRIPTION
 GU4266
 GU4266'DESCRIBED BY GORDON B LEWIS INCORPORATED 1991
 GU4266'TO REACH THIS STATION, FROM THE INTERSECTION OF CALIFORNIA STATE
 GU4266'HIGHWAY 1 AND DOLAN ROAD, GO 0.35 MILE NORTH ALONG CALIFORNIA STATE
 GU4266'HIGHWAY 1 TO THE SOUTHWEST CORNER OF THE BRIDGE N44-74 CROSSING
 GU4266'ELKHORN SLOUGH.  THE STATION IS LOCATED 572.5 FEET SOUTHWESTERLY FROM
 GU4266'THE SOUTHWEST CORNER OF THE BRIDGE ALONG THE EASTERLY BANK OF MOSS
 GU4266'LANDING HARBOR TO THE SOUTHERLY TERMINUS OF THE ROCK RIP RAPPED BANK.
 GU4266'THE STATION IS A 2 INCH BRASS DISC IN THE TOP OF A 1.5 INCH IRON PIPE
 GU4266'LOCATED 4.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 GU4266'PACIFIC GAS AND ELECTRIC CONCRETE RAMP, 36.5 FEET NORTH OF THE CENTER
 GU4266'OF A PEDESTRIAN GATE TO STEPS TO LOWER WALK WAY OF PACIFIC GAS AND
 GU4266'ELECTRIC WATER INTAKE SYSTEM.  THE DISC IS STAMPED 5122.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9060 ***********************************************************************
 AH9060  DESIGNATION -  5126
 AH9060  PID         -  AH9060
 AH9060  STATE/COUNTY-  CA/LOS ANGELES
 AH9060  USGS QUAD   -  TORRANCE (1981)
 AH9060
 AH9060                         *CURRENT SURVEY CONTROL
 AH9060  ___________________________________________________________________
 AH9060* NAD 83(1986)-  33 47 24.     (N)    118 18 51.     (W)     SCALED    
 AH9060* NAVD 88     -        31.533  (meters)     103.45   (feet)  ADJUSTED  
 AH9060  ___________________________________________________________________
 AH9060  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 AH9060  DYNAMIC HT  -          31.500 (meters)     103.35  (feet)  COMP
 AH9060  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 AH9060
 AH9060  VERT ORDER  -  FIRST     CLASS II
 AH9060
 AH9060.The horizontal coordinates were scaled from a topographic map and have
 AH9060.an estimated accuracy of +/- 6 seconds.
 AH9060
 AH9060.The orthometric height was determined by differential leveling
 AH9060.and adjusted in July 2002.
 AH9060.No vertical observational check was made to the station.
 AH9060
 AH9060.The geoid height was determined by GEOID03.
 AH9060
 AH9060.The dynamic height is computed by dividing the NAVD 88
 AH9060.geopotential number by the normal gravity value computed on the
 AH9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9060.degrees latitude (g = 980.6199 gals.).
 AH9060
 AH9060.The modeled gravity was interpolated from observed gravity values.
 AH9060
 AH9060;                    North         East    Units  Estimated Accuracy
 AH9060;SPC CA 5     -   532,220.    1,970,900.      MT  (+/- 180 meters Scaled)
 AH9060
 AH9060                          SUPERSEDED SURVEY CONTROL
 AH9060
 AH9060.No superseded survey control is available for this station.
 AH9060
 AH9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT783396(NAD 83)
 AH9060_MARKER: DD = SURVEY DISK
 AH9060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9060_STAMPING: 5126
 AH9060_MARK LOGO: NONE  
 AH9060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9060+STABILITY: SURFACE MOTION
 AH9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9060+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 AH9060
 AH9060  HISTORY     - Date     Condition        Report By
 AH9060  HISTORY     - UNK      MONUMENTED       RBNF
 AH9060  HISTORY     - 19990428 GOOD             NGS
 AH9060
 AH9060                          STATION DESCRIPTION
 AH9060
 AH9060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9060'IN LOMITA, AT THE CENTER OF THE INTERSECTION OF ESHELMAN AND 257TH
 AH9060'STREETS, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE STREET
 AH9060'SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A R-O-W MANHOLE
 AH9060'COVER.  THE MONUMENT IS ON CITY STREET RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0749 ***********************************************************************
 LU0749  DESIGNATION -  5126.3 USGS
 LU0749  PID         -  LU0749
 LU0749  STATE/COUNTY-  CA/TRINITY
 LU0749  USGS QUAD   -  BULLY CHOOP MTN (1982)
 LU0749
 LU0749                         *CURRENT SURVEY CONTROL
 LU0749  ___________________________________________________________________
 LU0749* NAD 83(1986)-  40 30 05.     (N)    122 46 53.     (W)     SCALED    
 LU0749* NAVD 88     -      1563.34   (+/-2cm)    5129.1    (feet)  VERTCON   
 LU0749  ___________________________________________________________________
 LU0749  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 LU0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0749
 LU0749.The horizontal coordinates were scaled from a topographic map and have
 LU0749.an estimated accuracy of +/- 6 seconds.
 LU0749
 LU0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0749.The vertical order pertains to the NGVD 29 superseded value.
 LU0749
 LU0749.The geoid height was determined by GEOID03.
 LU0749
 LU0749;                    North         East    Units  Estimated Accuracy
 LU0749;SPC CA 1     -   629,990.    1,933,770.      MT  (+/- 180 meters Scaled)
 LU0749
 LU0749                          SUPERSEDED SURVEY CONTROL
 LU0749
 LU0749  NGVD 29 (??/??/92) 1562.429  (m)         5126.07   (f) ADJ UNCH    2 0
 LU0749
 LU0749.Superseded values are not recommended for survey control.
 LU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0749.See file dsdata.txt to determine how the superseded data were derived.
 LU0749
 LU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK185834(NAD 83)
 LU0749_MARKER: N = NAIL
 LU0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0749_SP_SET: TREE
 LU0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0749
 LU0749  HISTORY     - Date     Condition        Report By
 LU0749  HISTORY     - UNK      MONUMENTED       USGS
 LU0749  HISTORY     - 1949     GOOD             NGS
 LU0749
 LU0749                          STATION DESCRIPTION
 LU0749
 LU0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0749'17.5 MI W FROM ONO.
 LU0749'7.6 MILES SOUTHWEST ALONG THE PLATINA ROAD FROM THE POST
 LU0749'OFFICE AT ONO, THENCE 9.9 MILES NORTHWEST ALONG THE BULLY CHOOP
 LU0749'ROAD, ON THE INSIDE OF A CURVE, AT A POINT WHERE THE ROAD CROSSES
 LU0749'A RIDGE, 43.0 FEET NORTH OF AND ACROSS THE ROAD FROM B.M. E 334,
 LU0749'IN THE TOP OF AN EXPOSED PORTION OF A ROOT ON THE SOUTHWEST SIDE
 LU0749'OF A 36-INCH PINE TREE, 14.5 FEET NORTH OF THE CENTER LINE OF
 LU0749'THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, AND MARKED BY WHITE
 LU0749'PAINTED NUMBERS 5126.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3643 ***********************************************************************
 DX3643  DESIGNATION -  51261 PINYON FLAT
 DX3643  PID         -  DX3643
 DX3643  STATE/COUNTY-  CA/RIVERSIDE
 DX3643  USGS QUAD   -  TORO PEAK (1996)
 DX3643
 DX3643                         *CURRENT SURVEY CONTROL
 DX3643  ___________________________________________________________________
 DX3643* NAD 83(1992)-  33 36 34.10739(N)    116 27 32.50383(W)     ADJUSTED  
 DX3643* NAVD 88     -      1268.54   (+/-2cm)    4161.9    (feet)  VERTCON   
 DX3643  ___________________________________________________________________
 DX3643  EPOCH DATE  -        1991.35
 DX3643  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 DX3643  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DX3643  HORZ ORDER  -  FIRST
 DX3643  VERT ORDER  -  THIRD (See Below)
 DX3643
 DX3643.The horizontal coordinates were established by classical geodetic methods
 DX3643.and adjusted by the National Geodetic Survey in June 1996.
 DX3643.The horizontal coordinates are valid at the epoch date displayed above.
 DX3643.The epoch date for horizontal control is a decimal equivalence
 DX3643.of Year/Month/Day.
 DX3643
 DX3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3643.The vertical order pertains to the NGVD 29 superseded value.
 DX3643
 DX3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX3643
 DX3643.The geoid height was determined by GEOID03.
 DX3643
 DX3643;                    North         East     Units Scale Factor Converg.
 DX3643;SPC CA 6     -   660,032.066 1,980,601.672   MT  0.99996566   -0 06 53.5
 DX3643;SPC CA 6     - 2,165,455.20  6,498,023.99   sFT  0.99996566   -0 06 53.5
 DX3643;UTM  11      - 3,718,987.777   550,185.258   MT  0.99963105   +0 17 58.0
 DX3643
 DX3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX3643!SPC CA 6     -   0.99980583  x   0.99996566  =   0.99977149
 DX3643!UTM  11      -   0.99980583  x   0.99963105  =   0.99943695
 DX3643
 DX3643|---------------------------------------------------------------------|
 DX3643| PID    Reference Object                     Distance      Geod. Az  |
 DX3643|                                                           dddmmss.s |
 DX3643| DX3645 PINYON FLAT NCMN RM 1                49.949 METERS 06906     |
 DX3643| DX3644 51261 PINYON FLAT RM 1               13.312 METERS 08211     |
 DX3643| DX3617 PINYON FLAT NCMN 7256                33.855 METERS 13919     |
 DX3643| DX3648 PINYON FLAT NCMN RM 3                33.354 METERS 19547     |
 DX3643| DX3649 51261 PINYON FLAT RM 2                8.885 METERS 29223     |
 DX3643|---------------------------------------------------------------------|
 DX3643
 DX3643                          SUPERSEDED SURVEY CONTROL
 DX3643
 DX3643  NAD 83(1986)-  33 36 34.11088(N)    116 27 32.50849(W) AD(1984.00) 1
 DX3643  NAD 83(1986)-  33 36 34.10407(N)    116 27 32.50032(W) AD(1984.00) 1
 DX3643  NGVD 29 (07/12/88) 1267.72   (m)         4159.2    (f) LEVELING    3  
 DX3643
 DX3643.Superseded values are not recommended for survey control.
 DX3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3643.See file dsdata.txt to determine how the superseded data were derived.
 DX3643
 DX3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT5018518988(NAD 83)
 DX3643_MARKER: DD = SURVEY DISK
 DX3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3643_SP_SET: CONCRETE POST
 DX3643_STAMPING: 51261 PINYON FLAT DMA HTC 1981
 DX3643_MARK LOGO: DMA   
 DX3643_PROJECTION: FLUSH
 DX3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3643+STABILITY: SURFACE MOTION
 DX3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3643+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 DX3643
 DX3643  HISTORY     - Date     Condition        Report By
 DX3643  HISTORY     - 1981     MONUMENTED       DMA
 DX3643  HISTORY     - 1983     GOOD             NGS
 DX3643  HISTORY     - 1986     GOOD
 DX3643  HISTORY     - 1987     GOOD             NGS
 DX3643  HISTORY     - 1988     GOOD             NGS
 DX3643  HISTORY     - 19900601 GOOD             NGS
 DX3643
 DX3643                          STATION DESCRIPTION
 DX3643
 DX3643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DX3643'19.3 KM (12.0 MI) SSW FROM PALM DESERT.
 DX3643'0.7 KM (0.45 MI) WEST ALONG STATE HIGHWAY 74 FROM THE FIRE STATION IN
 DX3643'PINYON FLATS, TO A PAVED SIDE ROAD RIGHT, THENCE RIGHT 0.7 KM
 DX3643'(0.45 MI) NORTH ON THE PAVED ROAD, TO WHERE THE PAVED ROAD TURNS
 DX3643'RIGHT, THENCE STRAIGHT AHEAD 1.1 KM (0.7 MI) ON A DIRT ROAD THAT GOES
 DX3643'NORTH THEN WEST TO A CROSSROAD (JERABOA ROAD), THENCE RIGHT ON A DIRT
 DX3643'ROAD FOR 1.4 KM (0.85 MI) TO A CROSSROAD (MATER HORN ROAD), THENCE
 DX3643'RIGHT ON A DIRT ROAD FOR 0.1 KM (0.05 MI) EAST TO A CABLE ACROSS ROAD,
 DX3643'THENCE THROUGH CABLE, THEN RIGHT AND SOUTH ON DIRT ROAD FOR 0.1 KM
 DX3643'(0.05 MI) TO A BRIDGE ACROSS PIPE, THENCE RIGHT AND GO EAST ON DIRT
 DX3643'ROAD, CROSSING BRIDGE FOR 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT.  IT
 DX3643'IS 32.9 METERS (108.0 FT) NORTH-NORTHWEST OF PINYON FLAT NCMN STATION
 DX3643'MARK, 21.3 METERS (70.0 FT) SOUTH-SOUTHEAST OF THE END POLE OF A
 DX3643'POWERLINE, 13.7 METERS (45.0 FT) NORTH OF AN ELECTRIC METER BOX AND
 DX3643'0.9 METER (3.0 FT) SOUTH OF A METAL WITNESS POST.
 DX3643
 DX3643                          STATION RECOVERY (1986)
 DX3643
 DX3643'RECOVERED 1986
 DX3643'RECOVERED IN GOOD CONDITION.
 DX3643
 DX3643                          STATION RECOVERY (1987)
 DX3643
 DX3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DX3643'RECOVERED IN GOOD CONDITION.
 DX3643
 DX3643                          STATION RECOVERY (1988)
 DX3643
 DX3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3643'RECOVERED IN GOOD CONDITION.
 DX3643
 DX3643                          STATION RECOVERY (1990)
 DX3643
 DX3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 DX3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3644 ***********************************************************************
 DX3644  DESIGNATION -  51261 PINYON FLAT RM 1
 DX3644  PID         -  DX3644
 DX3644  STATE/COUNTY-  CA/RIVERSIDE
 DX3644  USGS QUAD   -  TORO PEAK (1996)
 DX3644
 DX3644                         *CURRENT SURVEY CONTROL
 DX3644  ___________________________________________________________________
 DX3644* NAD 83(1992)-  33 36 34.16611(N)    116 27 31.99223(W)     NO CHECK  
 DX3644* NAVD 88     -      1268.76   (+/-2cm)    4162.6    (feet)  VERTCON   
 DX3644  ___________________________________________________________________
 DX3644  EPOCH DATE  -        1991.35
 DX3644  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 DX3644  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DX3644  HORZ ORDER  -  SECOND
 DX3644  VERT ORDER  -  THIRD (See Below)
 DX3644
 DX3644.The horizontal coordinates were established by classical geodetic methods
 DX3644.and adjusted by the National Geodetic Survey in June 1996.
 DX3644.No horizontal observational check was made to the station.
 DX3644.The horizontal coordinates are valid at the epoch date displayed above.
 DX3644.The epoch date for horizontal control is a decimal equivalence
 DX3644.of Year/Month/Day.
 DX3644
 DX3644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3644.The vertical order pertains to the NGVD 29 superseded value.
 DX3644
 DX3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX3644
 DX3644.The geoid height was determined by GEOID03.
 DX3644
 DX3644;                    North         East     Units Scale Factor Converg.
 DX3644;SPC CA 6     -   660,033.849 1,980,614.864   MT  0.99996567   -0 06 53.2
 DX3644;SPC CA 6     - 2,165,461.05  6,498,067.27   sFT  0.99996567   -0 06 53.2
 DX3644;UTM  11      - 3,718,989.654   550,198.432   MT  0.99963107   +0 17 58.3
 DX3644
 DX3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX3644!SPC CA 6     -   0.99980579  x   0.99996567  =   0.99977147
 DX3644!UTM  11      -   0.99980579  x   0.99963107  =   0.99943693
 DX3644
 DX3644                          SUPERSEDED SURVEY CONTROL
 DX3644
 DX3644  NAD 83(1986)-  33 36 34.16958(N)    116 27 31.99693(W) AD(1984.00) 2
 DX3644  NAD 83(1986)-  33 36 34.16275(N)    116 27 31.98907(W) AD(1984.00) 2
 DX3644  NGVD 29 (07/12/88) 1267.94   (m)         4159.9    (f) LEVELING    3  
 DX3644
 DX3644.Superseded values are not recommended for survey control.
 DX3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3644.See file dsdata.txt to determine how the superseded data were derived.
 DX3644
 DX3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT5019818990(NAD 83)
 DX3644_MARKER: DD = SURVEY DISK
 DX3644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3644_SP_SET: CONCRETE POST
 DX3644_STAMPING: 51261 PINYON FLAT DMA HTC RM 1 1981
 DX3644_MARK LOGO: DMA   
 DX3644_PROJECTION: FLUSH
 DX3644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3644+STABILITY: SURFACE MOTION
 DX3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3644+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 DX3644
 DX3644  HISTORY     - Date     Condition        Report By
 DX3644  HISTORY     - 1981     MONUMENTED       DMA
 DX3644  HISTORY     - 1983     GOOD             NGS
 DX3644  HISTORY     - 1987     GOOD             NGS
 DX3644  HISTORY     - 1988     GOOD             NGS
 DX3644  HISTORY     - 19900601 GOOD             NGS
 DX3644
 DX3644                          STATION DESCRIPTION
 DX3644
 DX3644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DX3644'19.3 KM (12.0 MI) SSW FROM PALM DESERT.
 DX3644'0.7 KM (0.45 MI) WEST ALONG STATE HIGHWAY 74 FROM THE FIRE STATION IN
 DX3644'PINYON FLATS, TO A PAVED SIDE ROAD RIGHT, THENCE RIGHT 0.7 KM
 DX3644'(0.45 MI) NORTH ON A PAVED ROAD, TO WHERE THE PAVED ROAD TURNS RIGHT,
 DX3644'THENCE STRAIGHT AHEAD 1.1 KM (0.7 MI) ON DIRT ROAD THAT GOES NORTH
 DX3644'THEN WEST TO A CROSSROAD (JERABOA ROAD), THENCE RIGHT ON DIRT ROAD
 DX3644'1.4 KM (0.85 MI) NORTH TO A CROSSROAD (MATER HORN ROAD), THENCE RIGHT
 DX3644'AND GO EAST ON DIRT ROAD FOR 0.1 KM (0.05 MI) TO A CABLE ACROSS ROAD,
 DX3644'THENCE THROUGH CABLE, THEN RIGHT AND SOUTH ON DIRT ROAD FOR 0.1 KM
 DX3644'(0.05 MI) TO A BRIDGE ACROSS PIPE, THENCE LEFT 0.2 KM (0.1 MI)
 DX3644'CROSSING BRIDGE AND GOING EAST ON THE DIRT ROAD TO THE MARK ON THE
 DX3644'LEFT.  IT IS 13.3 METERS (43.7 FT) NORTHEAST FROM THE DMA STATION MARK
 DX3644'DISK AND 28.8 METERS (94.5 FT) NORTHWEST FROM THE CONCRETE PAD
 DX3644'CONTAINING THE PINYON FLAT NCMN STATION DISK.
 DX3644
 DX3644                          STATION RECOVERY (1987)
 DX3644
 DX3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DX3644'RECOVERED IN GOOD CONDITION.
 DX3644
 DX3644                          STATION RECOVERY (1988)
 DX3644
 DX3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3644'RECOVERED IN GOOD CONDITION.
 DX3644
 DX3644                          STATION RECOVERY (1990)
 DX3644
 DX3644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 DX3644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3649 ***********************************************************************
 DX3649  DESIGNATION -  51261 PINYON FLAT RM 2
 DX3649  PID         -  DX3649
 DX3649  STATE/COUNTY-  CA/RIVERSIDE
 DX3649  USGS QUAD   -  TORO PEAK (1996)
 DX3649
 DX3649                         *CURRENT SURVEY CONTROL
 DX3649  ___________________________________________________________________
 DX3649* NAD 83(1992)-  33 36 34.21719(N)    116 27 32.82257(W)     NO CHECK  
 DX3649* NAVD 88     -      1268.50   (+/-2cm)    4161.7    (feet)  VERTCON   
 DX3649  ___________________________________________________________________
 DX3649  EPOCH DATE  -        1991.35
 DX3649  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 DX3649  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DX3649  HORZ ORDER  -  SECOND
 DX3649  VERT ORDER  -  THIRD (See Below)
 DX3649
 DX3649.The horizontal coordinates were established by classical geodetic methods
 DX3649.and adjusted by the National Geodetic Survey in June 1996.
 DX3649.No horizontal observational check was made to the station.
 DX3649.The horizontal coordinates are valid at the epoch date displayed above.
 DX3649.The epoch date for horizontal control is a decimal equivalence
 DX3649.of Year/Month/Day.
 DX3649
 DX3649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3649.The vertical order pertains to the NGVD 29 superseded value.
 DX3649
 DX3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX3649
 DX3649.The geoid height was determined by GEOID03.
 DX3649
 DX3649;                    North         East     Units Scale Factor Converg.
 DX3649;SPC CA 6     -   660,035.465 1,980,593.463   MT  0.99996567   -0 06 53.7
 DX3649;SPC CA 6     - 2,165,466.35  6,497,997.05   sFT  0.99996567   -0 06 53.7
 DX3649;UTM  11      - 3,718,991.116   550,177.026   MT  0.99963104   +0 17 57.8
 DX3649
 DX3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX3649!SPC CA 6     -   0.99980583  x   0.99996567  =   0.99977151
 DX3649!UTM  11      -   0.99980583  x   0.99963104  =   0.99943694
 DX3649
 DX3649                          SUPERSEDED SURVEY CONTROL
 DX3649
 DX3649  NAD 83(1986)-  33 36 34.22067(N)    116 27 32.82718(W) AD(1984.00) 2
 DX3649  NAD 83(1986)-  33 36 34.21388(N)    116 27 32.81908(W) AD(1984.00) 2
 DX3649  NGVD 29 (07/12/88) 1267.68   (m)         4159.0    (f) LEVELING    3  
 DX3649
 DX3649.Superseded values are not recommended for survey control.
 DX3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3649.See file dsdata.txt to determine how the superseded data were derived.
 DX3649
 DX3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT5017718991(NAD 83)
 DX3649_MARKER: DD = SURVEY DISK
 DX3649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3649_SP_SET: CONCRETE POST
 DX3649_STAMPING: 51261 PINYON FLAT DMA HTC RM 2 1981
 DX3649_MARK LOGO: DMA   
 DX3649_PROJECTION: FLUSH
 DX3649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3649+STABILITY: SURFACE MOTION
 DX3649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3649+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 DX3649
 DX3649  HISTORY     - Date     Condition        Report By
 DX3649  HISTORY     - 1981     MONUMENTED       DMA
 DX3649  HISTORY     - 1983     GOOD             NGS
 DX3649  HISTORY     - 1987     GOOD             NGS
 DX3649  HISTORY     - 1988     GOOD             NGS
 DX3649  HISTORY     - 19900601 GOOD             NGS
 DX3649
 DX3649                          STATION DESCRIPTION
 DX3649
 DX3649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 DX3649'19.3 KM (12.0 MI) SSW FROM PALM DESERT.
 DX3649'0.7 KM (0.45 MI) WEST ALONG STATE HIGHWAY 74 FROM THE FIRE STATION IN
 DX3649'PINYON FLAT, TO A PAVED SIDE ROAD RIGHT, THENCE RIGHT 0.7 KM (0.45 MI)
 DX3649'NORTH ON THE PAVED ROAD, TO WHERE THE PAVED ROAD TURNS RIGHT, THENCE
 DX3649'STRAIGHT AHEAD 1.1 KM (0.7 MI) ON A DIRT ROAD THAT GOES NORTH THEN
 DX3649'WEST TO A CROSSROAD (JERABOA ROAD), THENCE RIGHT AND NORTH ON A DIRT
 DX3649'ROAD FOR 1.4 KM (0.85 MI) TO A CROSSROAD (MATER HORN ROAD), THENCE
 DX3649'RIGHT AND EAST ON A DIRT ROAD TO A CABLE ACROSS ROAD, THENCE THROUGH
 DX3649'CABLE, THEN RIGHT AND SOUTH ON A DIRT ROAD FOR 0.1 KM (0.05 MI) TO A
 DX3649'BRIDGE ACROSS A PIPE, THENCE LEFT AND GO EAST ON A DIRT ROAD CROSSING
 DX3649'BRIDGE FOR 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT.  IT IS 42.1 METERS
 DX3649'(138.1 FT) NORTHWEST FROM THE CONCRETE PAD CONTAINING THE PINYON FLAT
 DX3649'NCMN STATION DISK AND 8.9 METERS (29.2 FT) WEST-NORTHWEST FROM THE DMA
 DX3649'STATION MARK.
 DX3649
 DX3649                          STATION RECOVERY (1987)
 DX3649
 DX3649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DX3649'RECOVERED IN GOOD CONDITION.
 DX3649
 DX3649                          STATION RECOVERY (1988)
 DX3649
 DX3649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3649'RECOVERED IN GOOD CONDITION.
 DX3649
 DX3649                          STATION RECOVERY (1990)
 DX3649
 DX3649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 DX3649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0707 ***********************************************************************
 KT0707  DESIGNATION -  5127.2 USGS
 KT0707  PID         -  KT0707
 KT0707  STATE/COUNTY-  CA/TEHAMA
 KT0707  USGS QUAD   -  HALL RIDGE (1973)
 KT0707
 KT0707                         *CURRENT SURVEY CONTROL
 KT0707  ___________________________________________________________________
 KT0707* NAD 83(1986)-  39 48 40.     (N)    122 43 00.     (W)     SCALED    
 KT0707* NAVD 88     -      1564.58   (+/-2cm)    5133.1    (feet)  VERTCON   
 KT0707  ___________________________________________________________________
 KT0707  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 KT0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0707
 KT0707.The horizontal coordinates were scaled from a topographic map and have
 KT0707.an estimated accuracy of +/- 6 seconds.
 KT0707
 KT0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0707.The vertical order pertains to the NGVD 29 superseded value.
 KT0707
 KT0707.The geoid height was determined by GEOID03.
 KT0707
 KT0707;                    North         East    Units  Estimated Accuracy
 KT0707;SPC CA 1     -   553,300.    1,938,630.      MT  (+/- 180 meters Scaled)
 KT0707
 KT0707                          SUPERSEDED SURVEY CONTROL
 KT0707
 KT0707  NGVD 29 (??/??/92) 1563.609  (m)         5129.94   (f) ADJ UNCH    2 0
 KT0707
 KT0707.Superseded values are not recommended for survey control.
 KT0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0707.See file dsdata.txt to determine how the superseded data were derived.
 KT0707
 KT0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK242068(NAD 83)
 KT0707_MARKER: N = NAIL
 KT0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0707_SP_SET: TREE
 KT0707_STAMPING: USGS BM
 KT0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0707
 KT0707  HISTORY     - Date     Condition        Report By
 KT0707  HISTORY     - UNK      MONUMENTED       USGS
 KT0707  HISTORY     - 1940     GOOD             NGS
 KT0707
 KT0707                          STATION DESCRIPTION
 KT0707
 KT0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0707'16.9 MI SW FROM PASKENTA.
 KT0707'LOCATED 16.9 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0707'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0707'THE MENDOCINO NATL. FOREST-- ABOUT 80 FEET NORTH OF (USGS B-8
 KT0707'1932) IN THE ROOT AND ON THE NORTH SIDE OF A 60 IN PINE, A COPPER
 KT0707'NAIL AND WASHER.  THIS IS A R.P. TO USGS B-8 1932.  TREE PAINTED
 KT0707'R.P. 5127.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0657 ***********************************************************************
 MX0657  DESIGNATION -  513 USGS
 MX0657  PID         -  MX0657
 MX0657  STATE/COUNTY-  CA/HUMBOLDT
 MX0657  USGS QUAD   -  WEITCHPEC (1979)
 MX0657
 MX0657                         *CURRENT SURVEY CONTROL
 MX0657  ___________________________________________________________________
 MX0657* NAD 83(1986)-  41 12 10.     (N)    123 45 02.     (W)     SCALED    
 MX0657* NAVD 88     -       157.472  (meters)     516.64   (feet)  POSTED    
 MX0657  ___________________________________________________________________
 MX0657  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 MX0657  DYNAMIC HT  -         157.400 (meters)     516.40  (feet)  COMP
 MX0657  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 MX0657
 MX0657  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 MX0657
 MX0657.The horizontal coordinates were scaled from a topographic map and have
 MX0657.an estimated accuracy of +/- 6 seconds.
 MX0657
 MX0657.The orthometric height was determined by differential leveling
 MX0657.and adjusted by the  in 1992.
 MX0657.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 MX0657.rate greater than 8.0 mm/km.
 MX0657
 MX0657.The geoid height was determined by GEOID03.
 MX0657
 MX0657.The dynamic height is computed by dividing the NAVD 88
 MX0657.geopotential number by the normal gravity value computed on the
 MX0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0657.degrees latitude (g = 980.6199 gals.).
 MX0657
 MX0657.The modeled gravity was interpolated from observed gravity values.
 MX0657
 MX0657;                    North         East    Units  Estimated Accuracy
 MX0657;SPC CA 1     -   709,050.    1,853,190.      MT  (+/- 180 meters Scaled)
 MX0657
 MX0657                          SUPERSEDED SURVEY CONTROL
 MX0657
 MX0657  NGVD 29 (??/??/92)  156.45   (m)          513.3    (f) COMPUTED    2 0
 MX0657
 MX0657.Superseded values are not recommended for survey control.
 MX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0657.See file dsdata.txt to determine how the superseded data were derived.
 MX0657
 MX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL370615(NAD 83)
 MX0657_MARKER: N = NAIL
 MX0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0657_SP_SET: TREE
 MX0657_STAMPING: USGS BM 513 1942
 MX0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0657
 MX0657  HISTORY     - Date     Condition        Report By
 MX0657  HISTORY     - 1942     MONUMENTED       USGS
 MX0657  HISTORY     - 1942     GOOD             NGS
 MX0657  HISTORY     - 1942     MARK NOT FOUND   NGS
 MX0657  HISTORY     - 19740709 MARK NOT FOUND   USPSQD
 MX0657
 MX0657                          STATION DESCRIPTION
 MX0657
 MX0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MX0657'2.6 MI W FROM WEITCHPEC.
 MX0657'2.6 MILES WEST ALONG THE ORICK ROAD FROM WEITCHPEC, HUMBOLDT
 MX0657'COUNTY, 7 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN A NOTCH
 MX0657'AT THE NORTH SIDE OF A 30-INCH OAK TREE, AND ABOUT ONE FOOT
 MX0657'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MX0657'COPPER NAIL AND WASHER, STAMPED USGS BM.
 MX0657
 MX0657                          STATION RECOVERY (1942)
 MX0657
 MX0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MX0657'MARK NOT FOUND.
 MX0657
 MX0657                          STATION RECOVERY (1974)
 MX0657
 MX0657'RECOVERY NOTE BY US POWER SQUADRON 1974 (WFM)
 MX0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0256 ***********************************************************************
 KS0256  DESIGNATION -  5131
 KS0256  PID         -  KS0256
 KS0256  STATE/COUNTY-  CA/PLACER
 KS0256  USGS QUAD   -  BUNKER HILL (1973)
 KS0256
 KS0256                         *CURRENT SURVEY CONTROL
 KS0256  ___________________________________________________________________
 KS0256* NAD 83(1986)-  39 05 59.     (N)    120 28 47.     (W)     SCALED    
 KS0256* NAVD 88     -      1565.08   (+/-2cm)    5134.8    (feet)  VERTCON   
 KS0256  ___________________________________________________________________
 KS0256  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KS0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0256
 KS0256.The horizontal coordinates were scaled from a topographic map and have
 KS0256.an estimated accuracy of +/- 6 seconds.
 KS0256
 KS0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0256.The vertical order pertains to the NGVD 29 superseded value.
 KS0256
 KS0256.The geoid height was determined by GEOID03.
 KS0256
 KS0256;                    North         East    Units  Estimated Accuracy
 KS0256;SPC CA 2     -   660,180.    2,131,490.      MT  (+/- 180 meters Scaled)
 KS0256
 KS0256                          SUPERSEDED SURVEY CONTROL
 KS0256
 KS0256  NGVD 29 (??/??/??) 1564.011  (m)         5131.26   (f) ADJUSTED    2 0
 KS0256
 KS0256.Superseded values are not recommended for survey control.
 KS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0256.See file dsdata.txt to determine how the superseded data were derived.
 KS0256
 KS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ179308(NAD 83)
 KS0256_MARKER: N = NAIL
 KS0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0256_SP_SET: TREE
 KS0256_MARK LOGO: USFS  
 KS0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0256
 KS0256  HISTORY     - Date     Condition        Report By
 KS0256  HISTORY     - UNK      MONUMENTED       USFS
 KS0256  HISTORY     - 1952     GOOD             CGS
 KS0256
 KS0256                          STATION DESCRIPTION
 KS0256
 KS0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0256'34 MI SW FROM SODA SPRINGS.
 KS0256'0.25 MILE EAST ALONG U.S. HIGHWAY FROM THE POST OFFICE AT SODA
 KS0256'SPRINGS, THENCE 33.7 MILES SOUTHWEST ALONG THE SODA
 KS0256'SPRINGS-FRENCH MEADOWS AND RALSTON RIDGE ROADS, AT THE BOUNDARY
 KS0256'LINE OF EL DORADO-TAHOE NATIONAL FOREST, IN THE TOP OF A ROOT
 KS0256'ON THE WEST SIDE OF A LARGE SUGAR PINE TREE, 154.0 FEET SOUTH
 KS0256'OF THE BOUNDARY SIGN, 33.0 FEET EAST OF THE CENTER LINE OF THE
 KS0256'ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE
 KS0256'WHITE PAINTED LETTERS AND NUMBERS USFS 5131 B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0405 ***********************************************************************
 LT0405  DESIGNATION -  5134.2 USGS
 LT0405  PID         -  LT0405
 LT0405  STATE/COUNTY-  CA/SHASTA
 LT0405  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0405
 LT0405                         *CURRENT SURVEY CONTROL
 LT0405  ___________________________________________________________________
 LT0405* NAD 83(1986)-  40 36 34.     (N)    121 31 01.     (W)     SCALED    
 LT0405* NAVD 88     -      1566.004  (meters)    5137.80   (feet)  ADJUSTED  
 LT0405  ___________________________________________________________________
 LT0405  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 LT0405  DYNAMIC HT  -        1564.740 (meters)    5133.65  (feet)  COMP
 LT0405  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 LT0405
 LT0405  VERT ORDER  -  SECOND    CLASS 0
 LT0405
 LT0405.The horizontal coordinates were scaled from a topographic map and have
 LT0405.an estimated accuracy of +/- 6 seconds.
 LT0405
 LT0405.The orthometric height was determined by differential leveling
 LT0405.and adjusted in June 1991.
 LT0405
 LT0405.The geoid height was determined by GEOID03.
 LT0405
 LT0405.The dynamic height is computed by dividing the NAVD 88
 LT0405.geopotential number by the normal gravity value computed on the
 LT0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0405.degrees latitude (g = 980.6199 gals.).
 LT0405
 LT0405.The modeled gravity was interpolated from observed gravity values.
 LT0405
 LT0405;                    North         East    Units  Estimated Accuracy
 LT0405;SPC CA 1     -   641,810.    2,040,880.      MT  (+/- 180 meters Scaled)
 LT0405
 LT0405                          SUPERSEDED SURVEY CONTROL
 LT0405
 LT0405  NGVD 29 (??/??/??) 1564.910  (m)         5134.21   (f) ADJUSTED    2 0
 LT0405
 LT0405.Superseded values are not recommended for survey control.
 LT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0405.See file dsdata.txt to determine how the superseded data were derived.
 LT0405
 LT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK254964(NAD 83)
 LT0405_MARKER: Q = CHISELED SQUARE
 LT0405_SETTING: 80 = SET IN A BOULDER
 LT0405_SP_SET: BOULDER
 LT0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LT0405+STABILITY: SURFACE MOTION
 LT0405
 LT0405  HISTORY     - Date     Condition        Report By
 LT0405  HISTORY     - UNK      MONUMENTED       USGS
 LT0405  HISTORY     - 1935     GOOD             NGS
 LT0405
 LT0405                          STATION DESCRIPTION
 LT0405
 LT0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0405'7 MI SW FROM OLD STATION.
 LT0405'7.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 LT0405'OLD STATION, SHASTA COUNTY, AT A FENCE ANGLE, 82.5 FEET NORTHEAST
 LT0405'OF A FENCE CORNER, 62.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LT0405'HIGHWAY, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0263 ***********************************************************************
 KS0263  DESIGNATION -  5139
 KS0263  PID         -  KS0263
 KS0263  STATE/COUNTY-  CA/PLACER
 KS0263  USGS QUAD   -  BUNKER HILL (1973)
 KS0263
 KS0263                         *CURRENT SURVEY CONTROL
 KS0263  ___________________________________________________________________
 KS0263* NAD 83(1986)-  39 03 49.     (N)    120 29 57.     (W)     SCALED    
 KS0263* NAVD 88     -      1567.64   (+/-2cm)    5143.2    (feet)  VERTCON   
 KS0263  ___________________________________________________________________
 KS0263  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KS0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0263
 KS0263.The horizontal coordinates were scaled from a topographic map and have
 KS0263.an estimated accuracy of +/- 6 seconds.
 KS0263
 KS0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0263.The vertical order pertains to the NGVD 29 superseded value.
 KS0263
 KS0263.The geoid height was determined by GEOID03.
 KS0263
 KS0263;                    North         East    Units  Estimated Accuracy
 KS0263;SPC CA 2     -   656,140.    2,129,880.      MT  (+/- 180 meters Scaled)
 KS0263
 KS0263                          SUPERSEDED SURVEY CONTROL
 KS0263
 KS0263  NGVD 29 (??/??/??) 1566.621  (m)         5139.82   (f) ADJUSTED    2 0
 KS0263
 KS0263.Superseded values are not recommended for survey control.
 KS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0263.See file dsdata.txt to determine how the superseded data were derived.
 KS0263
 KS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ163268(NAD 83)
 KS0263_MARKER: N = NAIL
 KS0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0263_SP_SET: TREE
 KS0263_MARK LOGO: USFS  
 KS0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0263
 KS0263  HISTORY     - Date     Condition        Report By
 KS0263  HISTORY     - UNK      MONUMENTED       USFS
 KS0263  HISTORY     - 1952     GOOD             CGS
 KS0263
 KS0263                          STATION DESCRIPTION
 KS0263
 KS0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0263'37.3 MI NE FROM GEORGETOWN.
 KS0263'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST
 KS0263'OFFICE AT GEORGETOWN, THENCE 28.75 MILES NORTHEAST ALONG THE
 KS0263'RALSTON RIDGE ROAD, 6.55 MILES NORTHEAST OF BRUSHY SPRINGS GUARD
 KS0263'STATION, ABOUT 210 YARDS NORTHEAST OF A POINT WHERE THE ROAD CROSSES
 KS0263'A CREEK, IN A CUT OUT PLACE IN THE ROOT AT THE BASE OF THE SOUTH
 KS0263'SIDE OF TWIN CEDAR TREES, 46.0 FEET SOUTHEAST OF AND ACROSS THE
 KS0263'ROAD FROM A GENERAL LAND OFFICE S 15 1/4 SECTION MARK, 21.0 FEET
 KS0263'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 5.0 FEET LOWER
 KS0263'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND
 KS0263'NUMBERS USFS 5139 B M ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0306 ***********************************************************************
 JS0306  DESIGNATION -  5139
 JS0306  PID         -  JS0306
 JS0306  STATE/COUNTY-  CA/TUOLUMNE
 JS0306  USGS QUAD   -  HULL CREEK (1979)
 JS0306
 JS0306                         *CURRENT SURVEY CONTROL
 JS0306  ___________________________________________________________________
 JS0306* NAD 83(1986)-  38 06 57.     (N)    120 07 10.     (W)     SCALED    
 JS0306* NAVD 88     -      1568.187  (meters)    5144.96   (feet)  POSTED    
 JS0306  ___________________________________________________________________
 JS0306  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 JS0306  DYNAMIC HT  -        1566.620 (meters)    5139.82  (feet)  COMP
 JS0306  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 JS0306
 JS0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JS0306
 JS0306.The horizontal coordinates were scaled from a topographic map and have
 JS0306.an estimated accuracy of +/- 6 seconds.
 JS0306
 JS0306.The orthometric height was determined by differential leveling
 JS0306.and adjusted in October 2003.
 JS0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JS0306.rate of 1.1 thru 2.0 mm/km.
 JS0306
 JS0306.The geoid height was determined by GEOID03.
 JS0306
 JS0306.The dynamic height is computed by dividing the NAVD 88
 JS0306.geopotential number by the normal gravity value computed on the
 JS0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0306.degrees latitude (g = 980.6199 gals.).
 JS0306
 JS0306.The modeled gravity was interpolated from observed gravity values.
 JS0306
 JS0306;                    North         East    Units  Estimated Accuracy
 JS0306;SPC CA 3     -   679,400.    2,033,370.      MT  (+/- 180 meters Scaled)
 JS0306
 JS0306                          SUPERSEDED SURVEY CONTROL
 JS0306
 JS0306  NGVD 29 (??/??/92) 1567.200  (m)         5141.72   (f) ADJ UNCH    1 2
 JS0306
 JS0306.Superseded values are not recommended for survey control.
 JS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0306.See file dsdata.txt to determine how the superseded data were derived.
 JS0306
 JS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH525225(NAD 83)
 JS0306_MARKER: DB = BENCH MARK DISK
 JS0306_SETTING: 80 = SET IN A BOULDER
 JS0306_SP_SET: BOULDER
 JS0306_STAMPING: USGS 5142.139 BM
 JS0306_MARK LOGO: USGS  
 JS0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0306+STABILITY: SURFACE MOTION
 JS0306
 JS0306  HISTORY     - Date     Condition        Report By
 JS0306  HISTORY     - UNK      MONUMENTED       USGS
 JS0306  HISTORY     - 1957     GOOD             CGS
 JS0306
 JS0306                          STATION DESCRIPTION
 JS0306
 JS0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JS0306'2.1 MI NE FROM LONG BARN.
 JS0306'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 108 FROM THE GRAMMAR
 JS0306'SCHOOL AT LONG BARN, IN R 17 E, T 3 N, IN THE NORTHWEST QUARTER OF
 JS0306'SECTION 16, IN THE TOP OF A 2-BY 3-FOOT GRANITE BOULDER WHICH
 JS0306'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 150 FEET NORTHWEST OF
 JS0306'SUGARPINE CREEK, 147 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JS0306'HIGHWAY, 17.5 FEET NORTHWEST OF A FENCE, 16 FEET NORTHWEST OF A
 JS0306'40-INCH CEDAR TREE MARKED BY THE WHITE PAINTED NUMBERS 5142/1,
 JS0306'2.9 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 7 FEET LOWER
 JS0306'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0390 ***********************************************************************
 DC0390  DESIGNATION -  514
 DC0390  PID         -  DC0390
 DC0390  STATE/COUNTY-  CA/SAN DIEGO
 DC0390  USGS QUAD   -  JAMUL MOUNTAINS (1994)
 DC0390
 DC0390                         *CURRENT SURVEY CONTROL
 DC0390  ___________________________________________________________________
 DC0390* NAD 83(1986)-  32 38 11.     (N)    116 53 03.     (W)     SCALED    
 DC0390* NAVD 88     -       157.56   (+/-2cm)     516.9    (feet)  VERTCON   
 DC0390  ___________________________________________________________________
 DC0390  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DC0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0390
 DC0390.The horizontal coordinates were scaled from a topographic map and have
 DC0390.an estimated accuracy of +/- 6 seconds.
 DC0390
 DC0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0390.The vertical order pertains to the NGVD 29 superseded value.
 DC0390
 DC0390.The geoid height was determined by GEOID03.
 DC0390
 DC0390;                    North         East    Units  Estimated Accuracy
 DC0390;SPC CA 6     -   552,280.    1,940,490.      MT  (+/- 180 meters Scaled)
 DC0390
 DC0390                          SUPERSEDED SURVEY CONTROL
 DC0390
 DC0390  NGVD 29 (??/??/??)  156.889  (m)          514.73   (f) ADJUSTED    1 2
 DC0390
 DC0390.Superseded values are not recommended for survey control.
 DC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0390.See file dsdata.txt to determine how the superseded data were derived.
 DC0390
 DC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS108109(NAD 83)
 DC0390_MARKER: DD = SURVEY DISK
 DC0390_SETTING: 80 = SET IN A BOULDER
 DC0390_SP_SET: BOULDER
 DC0390_STAMPING: 514 SD
 DC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0390+STABILITY: SURFACE MOTION
 DC0390
 DC0390  HISTORY     - Date     Condition        Report By
 DC0390  HISTORY     - UNK      MONUMENTED       USGS
 DC0390  HISTORY     - 1955     GOOD             NGS
 DC0390  HISTORY     - 1969     GOOD             CA-073
 DC0390  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0390
 DC0390                          STATION DESCRIPTION
 DC0390
 DC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0390'7.4 MI NE FROM LOWER OTAY FILTER PLANT.
 DC0390'3.3 MILES NORTH ALONG A PAVED ROAD FROM LOWER OTAY FILTER PLANT,
 DC0390'THENCE 4.1 MILES EAST ALONG TELEGRAPH CANYON ROAD, AT THE Y
 DC0390'JUNCTION OF CALIFORNIA RIDING AND HIKING TRAIL, ABOUT 60 YARDS
 DC0390'SOUTH OF A CITY OF SAN DIEGO GAGING STATION, 102 FEET NORTH
 DC0390'OF THE NORTH CORNER OF A CONCRETE DIP IN THE ROAD, IN THE TOP
 DC0390'OF A LARGE EMBEDDED GRANITE BOULDER, 111 FEET NORTHWEST OF THE
 DC0390'CENTER LINE OF THE ROAD, 91 FEET NORTH OF TELEPHONE POLE 456443
 DC0390'H, 4.4 FEET SOUTHEAST OF A FENCE, AND ABOUT 5 FEET LOWER THAN
 DC0390'THE ROAD.
 DC0390
 DC0390                          STATION RECOVERY (1969)
 DC0390
 DC0390'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0390'RECOVERED IN GOOD CONDITION.
 DC0390
 DC0390                          STATION RECOVERY (1987)
 DC0390
 DC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0390'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0953 ***********************************************************************
 KT0953  DESIGNATION -  514 55.6 BPR
 KT0953  PID         -  KT0953
 KT0953  STATE/COUNTY-  CA/MENDOCINO
 KT0953  USGS QUAD   -  NEWHOUSE RIDGE (1994)
 KT0953
 KT0953                         *CURRENT SURVEY CONTROL
 KT0953  ___________________________________________________________________
 KT0953* NAD 83(1986)-  39 48 39.     (N)    123 03 12.     (W)     SCALED    
 KT0953* NAVD 88     -       655.32   (+/-2cm)    2150.0    (feet)  VERTCON   
 KT0953  ___________________________________________________________________
 KT0953  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 KT0953  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0953
 KT0953.The horizontal coordinates were scaled from a topographic map and have
 KT0953.an estimated accuracy of +/- 6 seconds.
 KT0953
 KT0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0953.The vertical order pertains to the NGVD 29 superseded value.
 KT0953
 KT0953.The geoid height was determined by GEOID03.
 KT0953
 KT0953;                    North         East    Units  Estimated Accuracy
 KT0953;SPC CA 2     -   738,550.    1,909,810.      MT  (+/- 180 meters Scaled)
 KT0953
 KT0953                          SUPERSEDED SURVEY CONTROL
 KT0953
 KT0953  NGVD 29 (??/??/92)  654.363  (m)         2146.86   (f) ADJ UNCH    1 2
 KT0953
 KT0953.Superseded values are not recommended for survey control.
 KT0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0953.See file dsdata.txt to determine how the superseded data were derived.
 KT0953
 KT0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK954067(NAD 83)
 KT0953_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0953_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0953_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0953_STAMPING: 2135.72 514 55.6 27
 KT0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0953
 KT0953  HISTORY     - Date     Condition        Report By
 KT0953  HISTORY     - UNK      MONUMENTED       BPR
 KT0953  HISTORY     - 1966     GOOD             NGS
 KT0953
 KT0953                          STATION DESCRIPTION
 KT0953
 KT0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0953'13.8 MI NE FROM COVELO.
 KT0953'13.8 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE AT
 KT0953'COVELO, AT A SMALL WASH, 41 FEET SOUTH OF THE CENTER LINE OF THE
 KT0953'ROAD, 87 FEET WEST OF THE CENTER OF A 14-INCH PIPE CULVERT, 1.0
 KT0953'FOOT EAST OF A WITNESS POST, ABOUT 15 FEET LOWER THAN THE ROAD,
 KT0953'AND SCREWED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.4 FOOT
 KT0953'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3672 ***********************************************************************
 GU3672  DESIGNATION -  5148
 GU3672  PID         -  GU3672
 GU3672  STATE/COUNTY-  CA/MONTEREY
 GU3672  USGS QUAD   -  CONE PEAK (1981)
 GU3672
 GU3672                         *CURRENT SURVEY CONTROL
 GU3672  ___________________________________________________________________
 GU3672* NAD 83(1992)-  36 03 07.03600(N)    121 29 46.41157(W)     ADJUSTED  
 GU3672* NAVD 88     -      1572.     (meters)    5157.     (feet)  SCALED    
 GU3672  ___________________________________________________________________
 GU3672  EPOCH DATE  -        1991.35
 GU3672  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 GU3672  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU3672  HORZ ORDER  -  SECOND
 GU3672
 GU3672.The horizontal coordinates were established by classical geodetic methods
 GU3672.and adjusted by the National Geodetic Survey in March 1994.
 GU3672.The horizontal coordinates are valid at the epoch date displayed above.
 GU3672.The epoch date for horizontal control is a decimal equivalence
 GU3672.of Year/Month/Day.
 GU3672
 GU3672.The orthometric height was scaled from a topographic map.
 GU3672
 GU3672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3672
 GU3672.The geoid height was determined by GEOID03.
 GU3672
 GU3672;                    North         East     Units Scale Factor Converg.
 GU3672;SPC CA 4     -   582,662.528 1,775,106.270   MT  0.99999058   -1 29 21.2
 GU3672;SPC CA 4     - 1,911,618.64  5,823,827.82   sFT  0.99999058   -1 29 21.2
 GU3672;UTM  10      - 3,990,757.197   635,447.495   MT  0.99982606   +0 53 06.5
 GU3672
 GU3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3672!SPC CA 4     -   0.99975858  x   0.99999058  =   0.99974916
 GU3672!UTM  10      -   0.99975858  x   0.99982606  =   0.99958468
 GU3672
 GU3672                          SUPERSEDED SURVEY CONTROL
 GU3672
 GU3672  NAD 83(1986)-  36 03 07.02892(N)    121 29 46.41344(W) AD(1984.00) 2
 GU3672  NAD 27      -  36 03 07.16000(N)    121 29 42.64000(W) AD(       ) 2
 GU3672
 GU3672.Superseded values are not recommended for survey control.
 GU3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3672.See file dsdata.txt to determine how the superseded data were derived.
 GU3672
 GU3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE3544790757(NAD 83)
 GU3672
 GU3672  HISTORY     - Date     Condition        Report By
 GU3672  HISTORY     - 1933     MONUMENTED       USGS
 GU3672  HISTORY     - 1935     SEE DESCRIPTION  USFS
 GU3672
 GU3672                          STATION DESCRIPTION
 GU3672
 GU3672'DESCRIBED BY US FOREST SERVICE 1935
 GU3672'SEE STATION CONE PEAK 2.
 GU3672'
 GU3672'U.S.G.S. TRIANGULATION STATION CONE PEAK IS 14 FEET E OF
 GU3672'U.S.C. AND G.S. TRIANGULATION STATION CONE PEAK 2 AND 35 FEET SE OF
 GU3672'F.S. LOOKOUT HOUSE.
 GU3672'
 GU3672'MARK STAMPED 5148 AND PRESENT CONDITION OF MARK IS EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0447 ***********************************************************************
 KS0447  DESIGNATION -  5148.9
 KS0447  PID         -  KS0447
 KS0447  STATE/COUNTY-  CA/SIERRA
 KS0447  USGS QUAD   -  HAYPRESS VALLEY (1981)
 KS0447
 KS0447                         *CURRENT SURVEY CONTROL
 KS0447  ___________________________________________________________________
 KS0447* NAD 83(1986)-  39 36 17.     (N)    120 36 32.     (W)     SCALED    
 KS0447* NAVD 88     -      1570.377  (meters)    5152.15   (feet)  ADJUSTED  
 KS0447  ___________________________________________________________________
 KS0447  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 KS0447  DYNAMIC HT  -        1568.958 (meters)    5147.49  (feet)  COMP
 KS0447  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 KS0447
 KS0447  VERT ORDER  -  SECOND    CLASS 0
 KS0447
 KS0447.The horizontal coordinates were scaled from a topographic map and have
 KS0447.an estimated accuracy of +/- 6 seconds.
 KS0447
 KS0447.The orthometric height was determined by differential leveling
 KS0447.and adjusted in June 1991.
 KS0447
 KS0447.The geoid height was determined by GEOID03.
 KS0447
 KS0447.The dynamic height is computed by dividing the NAVD 88
 KS0447.geopotential number by the normal gravity value computed on the
 KS0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0447.degrees latitude (g = 980.6199 gals.).
 KS0447
 KS0447.The modeled gravity was interpolated from observed gravity values.
 KS0447
 KS0447;                    North         East    Units  Estimated Accuracy
 KS0447;SPC CA 2     -   716,050.    2,119,470.      MT  (+/- 180 meters Scaled)
 KS0447
 KS0447                          SUPERSEDED SURVEY CONTROL
 KS0447
 KS0447  NGVD 29 (??/??/??) 1569.330  (m)         5148.71   (f) ADJUSTED    2 0
 KS0447
 KS0447.Superseded values are not recommended for survey control.
 KS0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0447.See file dsdata.txt to determine how the superseded data were derived.
 KS0447
 KS0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ052866(NAD 83)
 KS0447_MARKER: Q = CHISELED SQUARE
 KS0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0447_SP_SET: BRIDGE
 KS0447_MARK LOGO: USGS  
 KS0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0447
 KS0447  HISTORY     - Date     Condition        Report By
 KS0447  HISTORY     - UNK      MONUMENTED       USGS
 KS0447  HISTORY     - 1934     GOOD             CGS
 KS0447
 KS0447                          STATION DESCRIPTION
 KS0447
 KS0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0447'3.5 MI E FROM SIERRA CITY.
 KS0447'3.5 MILES EAST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0447'COUNTY, AT A CONCRETE BRIDGE OVER THE NORTH FORK OF YUBA RIVER,
 KS0447'AND ON THE SOUTH END OF THE NORTHWEST CURB.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2721 ***********************************************************************
 GU2721  DESIGNATION -  515 USGS
 GU2721  PID         -  GU2721
 GU2721  STATE/COUNTY-  CA/MONTEREY
 GU2721  USGS QUAD   -  MOUNT JOHNSON (1984)
 GU2721
 GU2721                         *CURRENT SURVEY CONTROL
 GU2721  ___________________________________________________________________
 GU2721* NAD 83(1986)-  36 30 12.     (N)    121 22 27.     (W)     SCALED    
 GU2721* NAVD 88     -       157.66   (+/-2cm)     517.3    (feet)  VERTCON   
 GU2721  ___________________________________________________________________
 GU2721  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 GU2721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU2721
 GU2721.The horizontal coordinates were scaled from a topographic map and have
 GU2721.an estimated accuracy of +/- 6 seconds.
 GU2721
 GU2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2721.The vertical order pertains to the NGVD 29 superseded value.
 GU2721
 GU2721.The geoid height was determined by GEOID03.
 GU2721
 GU2721;                    North         East    Units  Estimated Accuracy
 GU2721;SPC CA 4     -   632,450.    1,787,340.      MT  (+/- 180 meters Scaled)
 GU2721
 GU2721                          SUPERSEDED SURVEY CONTROL
 GU2721
 GU2721  NGVD 29 (??/??/92)  156.719  (m)          514.17   (f) ADJ UNCH    2 0
 GU2721
 GU2721.Superseded values are not recommended for survey control.
 GU2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2721.See file dsdata.txt to determine how the superseded data were derived.
 GU2721
 GU2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF456410(NAD 83)
 GU2721_MARKER: P = PIPE CAP
 GU2721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU2721_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU2721_STAMPING: CAL 515 1909
 GU2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2721
 GU2721  HISTORY     - Date     Condition        Report By
 GU2721  HISTORY     - 1909     MONUMENTED       USGS
 GU2721  HISTORY     - 1943     GOOD             NGS
 GU2721  HISTORY     - 1969     MARK NOT FOUND   NGS
 GU2721
 GU2721                          STATION DESCRIPTION
 GU2721
 GU2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GU2721'4.3 MI E FROM GONZALES.
 GU2721'ABOUT 4.3 MILES EAST FROM THE SOUTHERN PACIFIC RAILROAD STATION
 GU2721'AT GONZALES, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 GU2721'LEADING TO PINNACLES, 3 FEET NORTH OF THE FENCE LINE.  A WITNESS
 GU2721'POST HAS BEEN SET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GU2721'CAP, STAMPED CAL 515 1909 AND RIVETED ON THE TOP OF A 2-1/2-INCH
 GU2721'STEEL PIPE.
 GU2721
 GU2721                          STATION RECOVERY (1969)
 GU2721
 GU2721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU2721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0426 ***********************************************************************
 KS0426  DESIGNATION -  5152
 KS0426  PID         -  KS0426
 KS0426  STATE/COUNTY-  CA/PLACER
 KS0426  USGS QUAD   -  GREEK STORE (1973)
 KS0426
 KS0426                         *CURRENT SURVEY CONTROL
 KS0426  ___________________________________________________________________
 KS0426* NAD 83(1986)-  39 01 03.     (N)    120 33 05.     (W)     SCALED    
 KS0426* NAVD 88     -      1571.42   (+/-2cm)    5155.6    (feet)  VERTCON   
 KS0426  ___________________________________________________________________
 KS0426  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 KS0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0426
 KS0426.The horizontal coordinates were scaled from a topographic map and have
 KS0426.an estimated accuracy of +/- 6 seconds.
 KS0426
 KS0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0426.The vertical order pertains to the NGVD 29 superseded value.
 KS0426
 KS0426.The geoid height was determined by GEOID03.
 KS0426
 KS0426;                    North         East    Units  Estimated Accuracy
 KS0426;SPC CA 2     -   650,950.    2,125,440.      MT  (+/- 180 meters Scaled)
 KS0426
 KS0426                          SUPERSEDED SURVEY CONTROL
 KS0426
 KS0426  NGVD 29 (??/??/??) 1570.445  (m)         5152.37   (f) ADJUSTED    2 0
 KS0426
 KS0426.Superseded values are not recommended for survey control.
 KS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0426.See file dsdata.txt to determine how the superseded data were derived.
 KS0426
 KS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ119215(NAD 83)
 KS0426_MARKER: N = NAIL
 KS0426_SETTING: 0 = UNSPECIFIED SETTING
 KS0426_MARK LOGO: USFS  
 KS0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0426
 KS0426  HISTORY     - Date     Condition        Report By
 KS0426  HISTORY     - UNK      MONUMENTED       USFS
 KS0426  HISTORY     - 1952     GOOD             CGS
 KS0426
 KS0426                          STATION DESCRIPTION
 KS0426
 KS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0426'32.7 MI NE FROM GEORGETOWN.
 KS0426'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 KS0426'POST OFFICE AT GEORGETOWN, THENCE 24.15 MILES NORTHEAST ALONG THE
 KS0426'RALSTON RIDGE ROAD, 1.9 MILES NORTHEAST OF BRUSHY SPRINGS GUARD
 KS0426'STATION, IN THE TOP OF THE ROOT OF A LARGE SUGAR PINE TREE,
 KS0426'9 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 KS0426'HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS AND
 KS0426'NUMBERS USFS 5152 B M ON A BOARD NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0383 ***********************************************************************
 LU0383  DESIGNATION -  516.5 USGS
 LU0383  PID         -  LU0383
 LU0383  STATE/COUNTY-  CA/SHASTA
 LU0383  USGS QUAD   -  OLINDA (1976)
 LU0383
 LU0383                         *CURRENT SURVEY CONTROL
 LU0383  ___________________________________________________________________
 LU0383* NAD 83(1986)-  40 23 18.     (N)    122 24 24.     (W)     SCALED    
 LU0383* NAVD 88     -       158.20   (+/-2cm)     519.0    (feet)  VERTCON   
 LU0383  ___________________________________________________________________
 LU0383  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 LU0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0383
 LU0383.The horizontal coordinates were scaled from a topographic map and have
 LU0383.an estimated accuracy of +/- 6 seconds.
 LU0383
 LU0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0383.The vertical order pertains to the NGVD 29 superseded value.
 LU0383
 LU0383.The geoid height was determined by GEOID03.
 LU0383
 LU0383;                    North         East    Units  Estimated Accuracy
 LU0383;SPC CA 1     -   617,230.    1,965,470.      MT  (+/- 180 meters Scaled)
 LU0383
 LU0383                          SUPERSEDED SURVEY CONTROL
 LU0383
 LU0383  NGVD 29 (??/??/92)  157.422  (m)          516.48   (f) ADJ UNCH    2 0
 LU0383
 LU0383.Superseded values are not recommended for survey control.
 LU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0383.See file dsdata.txt to determine how the superseded data were derived.
 LU0383
 LU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503710(NAD 83)
 LU0383_MARKER: N = NAIL
 LU0383_SETTING: 0 = UNSPECIFIED SETTING
 LU0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0383
 LU0383  HISTORY     - Date     Condition        Report By
 LU0383  HISTORY     - UNK      MONUMENTED       USGS
 LU0383
 LU0383                          STATION DESCRIPTION
 LU0383
 LU0383'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 LU0383'4.1 MI S FROM OLINDA.
 LU0383'4.1 MILES SOUTH ALONG THE OLD STAGE ROAD FROM THE OLINDA SCHOOL
 LU0383'AT OLINDA, AT THE INTERSECTION OF THE COTTONWOOD-GAS POINT COUNTY
 LU0383'ROAD, 0.9 MILE EAST OF THE DRY CREEK BRIDGE, 56 1/2 FEET NORTH
 LU0383'OF THE CENTERLINE OF THE COUNTY ROAD, 48.1 FEET NORTHWEST OF
 LU0383'B.M. N 382, 43.8 FEET NORTHEAST OF A FENCE CORNER POST, 8 FEET
 LU0383'WEST OF THE CENTERLINE OF THE OLD STAGE ROAD, DRIVEN IN THE NORTH
 LU0383'BASE OF A 36-INCH WHITE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0535 ***********************************************************************
 DY0535  DESIGNATION -  517 A LACFCD
 DY0535  PID         -  DY0535
 DY0535  STATE/COUNTY-  CA/LOS ANGELES
 DY0535  USGS QUAD   -  SOUTH GATE (1981)
 DY0535
 DY0535                         *CURRENT SURVEY CONTROL
 DY0535  ___________________________________________________________________
 DY0535* NAD 83(1986)-  33 56 57.     (N)    118 10 26.     (W)     SCALED    
 DY0535* NAVD 88     -        36.91   (+/-2cm)     121.1    (feet)  VERTCON   
 DY0535  ___________________________________________________________________
 DY0535  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY0535  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0535
 DY0535.The horizontal coordinates were scaled from a topographic map and have
 DY0535.an estimated accuracy of +/- 6 seconds.
 DY0535
 DY0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0535.The vertical order pertains to the NGVD 29 superseded value.
 DY0535
 DY0535.The geoid height was determined by GEOID03.
 DY0535
 DY0535;                    North         East    Units  Estimated Accuracy
 DY0535;SPC CA 5     -   549,840.    1,983,930.      MT  (+/- 180 meters Scaled)
 DY0535
 DY0535                          SUPERSEDED SURVEY CONTROL
 DY0535
 DY0535  NGVD 29 (??/??/92)   36.174  (m)          118.68   (f) ADJ UNCH    1 2
 DY0535
 DY0535.Superseded values are not recommended for survey control.
 DY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0535.See file dsdata.txt to determine how the superseded data were derived.
 DY0535
 DY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT915571(NAD 83)
 DY0535_MARKER: DD = SURVEY DISK
 DY0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0535_SP_SET: RAILING
 DY0535_STAMPING: BM 5 17 A
 DY0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0535
 DY0535  HISTORY     - Date     Condition        Report By
 DY0535  HISTORY     - UNK      MONUMENTED       CA-037
 DY0535  HISTORY     - 1945     GOOD             NGS
 DY0535  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0535
 DY0535                          STATION DESCRIPTION
 DY0535
 DY0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0535'AT SOUTHGATE.
 DY0535'AT SOUTHGATE LOCATED IN THE SOUTHWEST CORNER OF BRIDGE NO. 53-723
 DY0535'OVER THE LOS ANGELES RIVER ON FIRESTONE BOULEVARD.  IT IS SET AT
 DY0535'THE WEST END OF THE SOUTH RAILING (CONCRETE), 2.0 FEET NORTH OF
 DY0535'THE SOUTH EDGE, 0.4 FEET WEST OF THE RAILING AND 1.8 FEET EAST OF
 DY0535'THE SOUTHWEST BRIDGE CORNER.  A LOS ANGELES COUNTY FLOOD CONTROL
 DY0535'DISTRICT STANDARD DISK, STAMPED BM 5.17 A.
 DY0535
 DY0535                          STATION RECOVERY (1964)
 DY0535
 DY0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1132 ***********************************************************************
 DC1132  DESIGNATION -  517.8 C OF SD
 DC1132  PID         -  DC1132
 DC1132  STATE/COUNTY-  CA/SAN DIEGO
 DC1132  USGS QUAD   -  POWAY (1975)
 DC1132
 DC1132                         *CURRENT SURVEY CONTROL
 DC1132  ___________________________________________________________________
 DC1132* NAD 83(1986)-  32 56 01.     (N)    117 03 38.     (W)     SCALED    
 DC1132* NAVD 88     -       158.484  (meters)     519.96   (feet)  READJUSTED
 DC1132  ___________________________________________________________________
 DC1132  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DC1132  DYNAMIC HT  -         158.310 (meters)     519.39  (feet)  COMP
 DC1132  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 DC1132  OBS GRAVITY -     979,515.8   (mgal)                       GRAV_OBS
 DC1132
 DC1132  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC1132
 DC1132.The horizontal coordinates were scaled from a topographic map and have
 DC1132.an estimated accuracy of +/- 6 seconds.
 DC1132
 DC1132.The orthometric height was determined by differential leveling
 DC1132.and adjusted in February 1993.
 DC1132.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC1132.distribution rate of 0.0 thru 1.0 mm/km.
 DC1132.The height was derived from older observations constrained to new
 DC1132.heights in a crustal motion area.  The height is approximate in
 DC1132.relation to other heights in its vicinity.
 DC1132
 DC1132.The geoid height was determined by GEOID03.
 DC1132
 DC1132.The dynamic height is computed by dividing the NAVD 88
 DC1132.geopotential number by the normal gravity value computed on the
 DC1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1132.degrees latitude (g = 980.6199 gals.).
 DC1132
 DC1132.The modeled gravity was interpolated from observed gravity values.
 DC1132.The observed gravity was obtained from relative gravimeter ties
 DC1132.to the IGSN71 gravity network.
 DC1132
 DC1132;                    North         East    Units  Estimated Accuracy
 DC1132;SPC CA 6     -   585,350.    1,924,200.      MT  (+/- 180 meters Scaled)
 DC1132
 DC1132                          SUPERSEDED SURVEY CONTROL
 DC1132
 DC1132  NGVD 29 (??/??/92)  157.837  (m)          517.84   (f) ADJ UNCH    1 1
 DC1132
 DC1132.Superseded values are not recommended for survey control.
 DC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1132.See file dsdata.txt to determine how the superseded data were derived.
 DC1132
 DC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS943439(NAD 83)
 DC1132_MARKER: DD = SURVEY DISK
 DC1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1132+STABILITY: SURFACE MOTION
 DC1132
 DC1132  HISTORY     - Date     Condition        Report By
 DC1132  HISTORY     - UNK      MONUMENTED       CA-073
 DC1132  HISTORY     - 1970     GOOD             NGS
 DC1132  HISTORY     - 1978     GOOD             NGS
 DC1132
 DC1132                          STATION DESCRIPTION
 DC1132
 DC1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DC1132'NEAR POWAY.
 DC1132'SAN DIEGO COUNTY.  MONUMENT IS 50 FEET NORTHWEST OF INT. POMERADO
 DC1132'AND CREEK ROADS ON WEST SIDE OF POMERADO ROAD.  BRASS DISK IN
 DC1132'CONCRETE POST, MARKED CITY ENGR DEPT., CA3260           , - LETTER
 DC1132'O IN SAN DIEGO IS TURNING POINT-, WHITE WOODEN WITNESS POST.  T14S,
 DC1132'R2W 26
 DC1132
 DC1132                          STATION RECOVERY (1978)
 DC1132
 DC1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0407 ***********************************************************************
 LT0407  DESIGNATION -  5174.6 USGS
 LT0407  PID         -  LT0407
 LT0407  STATE/COUNTY-  CA/SHASTA
 LT0407  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0407
 LT0407                         *CURRENT SURVEY CONTROL
 LT0407  ___________________________________________________________________
 LT0407* NAD 83(1986)-  40 36 10.     (N)    121 31 45.     (W)     SCALED    
 LT0407* NAVD 88     -      1578.34   (+/-2cm)    5178.3    (feet)  VERTCON   
 LT0407  ___________________________________________________________________
 LT0407  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LT0407  VERT ORDER  -  ? (See Below)
 LT0407
 LT0407.The horizontal coordinates were scaled from a topographic map and have
 LT0407.an estimated accuracy of +/- 6 seconds.
 LT0407
 LT0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0407.The vertical order pertains to the NGVD 29 superseded value.
 LT0407
 LT0407.The geoid height was determined by GEOID03.
 LT0407
 LT0407;                    North         East    Units  Estimated Accuracy
 LT0407;SPC CA 1     -   641,060.    2,039,850.      MT  (+/- 180 meters Scaled)
 LT0407
 LT0407                          SUPERSEDED SURVEY CONTROL
 LT0407
 LT0407  NGVD 29 (??/??/??) 1577.241  (m)         5174.66   (f) ADJUSTED    ?  
 LT0407
 LT0407.Superseded values are not recommended for survey control.
 LT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0407.See file dsdata.txt to determine how the superseded data were derived.
 LT0407
 LT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK244957(NAD 83)
 LT0407_MARKER: N = NAIL
 LT0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0407_SP_SET: TREE
 LT0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0407
 LT0407  HISTORY     - Date     Condition        Report By
 LT0407  HISTORY     - UNK      MONUMENTED       USGS
 LT0407  HISTORY     - 1935     GOOD             NGS
 LT0407
 LT0407                          STATION DESCRIPTION
 LT0407
 LT0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0407'7.8 MI SW FROM OLD STATION.
 LT0407'7.8 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0407'AT OLD STATION, SHASTA COUNTY, ON THE EAST SIDE OF THE HIGHWAY,
 LT0407'AND AT THE WEST SIDE OF THE BASE OF A 36-INCH PINE TREE.  A
 LT0407'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5471 ***********************************************************************
 EW5471  DESIGNATION -  5184 CBS
 EW5471  PID         -  EW5471
 EW5471  STATE/COUNTY-  CA/VENTURA
 EW5471  USGS QUAD   -  CUDDY VALLEY (1991)
 EW5471
 EW5471                         *CURRENT SURVEY CONTROL
 EW5471  ___________________________________________________________________
 EW5471* NAD 83(1986)-  34 48 43.     (N)    119 00 36.     (W)     SCALED    
 EW5471* NAVD 88     -      1581.95   (+/-2cm)    5190.1    (feet)  VERTCON   
 EW5471  ___________________________________________________________________
 EW5471  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 EW5471  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5471
 EW5471.The horizontal coordinates were scaled from a topographic map and have
 EW5471.an estimated accuracy of +/- 6 seconds.
 EW5471
 EW5471.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5471.The vertical order pertains to the NGVD 29 superseded value.
 EW5471
 EW5471.The geoid height was determined by GEOID03.
 EW5471
 EW5471;                    North         East    Units  Estimated Accuracy
 EW5471;SPC CA 5     -   645,990.    1,907,600.      MT  (+/- 180 meters Scaled)
 EW5471
 EW5471                          SUPERSEDED SURVEY CONTROL
 EW5471
 EW5471  NGVD 29 (??/??/92) 1580.961  (m)         5186.87   (f) ADJ UNCH    1 1
 EW5471
 EW5471.Superseded values are not recommended for survey control.
 EW5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5471.See file dsdata.txt to determine how the superseded data were derived.
 EW5471
 EW5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU161540(NAD 83)
 EW5471_MARKER: DD = SURVEY DISK
 EW5471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5471_STAMPING: T9N R20W S33 BM ELEV 5183.76 T8N R20W S4
 EW5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5471+STABILITY: SURFACE MOTION
 EW5471
 EW5471  HISTORY     - Date     Condition        Report By
 EW5471  HISTORY     - UNK      MONUMENTED       CGS
 EW5471  HISTORY     - 1968     GOOD             NGS
 EW5471  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW5471
 EW5471                          STATION DESCRIPTION
 EW5471
 EW5471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW5471'4 MI W FROM FRAZIER PARK.
 EW5471'4.05 MILES WEST ALONG AN ASPHALT ROAD TO OZENA VALLEY FROM THE
 EW5471'POST OFFICE AT FRAZIER PARK, IN R20W T9N, SECTION 33, AT
 EW5471'KERN-VENTURA COUNTY LINE, 0.2 MILE NORTHEAST OF THE JUNCTION OF
 EW5471'A ROAD SOUTHEAST TO CHURCHUPATE RANGER STATION, 22 FEET SOUTHEAST
 EW5471'OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF POWER POLE
 EW5471'1403987E, 11.3 FEET EAST OF A POST SUPPORTING A KERN COUNTY LINE
 EW5471'SIGN, 141 FEET NORTHEAST OF THE CENTER OF THE END OF A PIPE
 EW5471'CULVERT, 22 1/2 FEET NORTHEAST OF A FENCE JUNCITON, 2.0 FEET
 EW5471'NORTHWEST OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST,
 EW5471'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EW5471'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EW5471
 EW5471                          STATION RECOVERY (1977)
 EW5471
 EW5471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5471'A THOROUGH SEARCH WAS MADE OF THE AREA, THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0693 ***********************************************************************
 KT0693  DESIGNATION -  5186.6 USGS
 KT0693  PID         -  KT0693
 KT0693  STATE/COUNTY-  CA/TEHAMA
 KT0693  USGS QUAD   -  LOG SPRING (1967)
 KT0693
 KT0693                         *CURRENT SURVEY CONTROL
 KT0693  ___________________________________________________________________
 KT0693* NAD 83(1986)-  39 50 12.     (N)    122 50 35.     (W)     SCALED    
 KT0693* NAVD 88     -      1582.75   (+/-2cm)    5192.7    (feet)  VERTCON   
 KT0693  ___________________________________________________________________
 KT0693  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 KT0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0693
 KT0693.The horizontal coordinates were scaled from a topographic map and have
 KT0693.an estimated accuracy of +/- 6 seconds.
 KT0693
 KT0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0693.The vertical order pertains to the NGVD 29 superseded value.
 KT0693
 KT0693.The geoid height was determined by GEOID03.
 KT0693
 KT0693;                    North         East    Units  Estimated Accuracy
 KT0693;SPC CA 1     -   556,240.    1,927,840.      MT  (+/- 180 meters Scaled)
 KT0693
 KT0693                          SUPERSEDED SURVEY CONTROL
 KT0693
 KT0693  NGVD 29 (??/??/92) 1581.746  (m)         5189.44   (f) ADJ UNCH    2 0
 KT0693
 KT0693.Superseded values are not recommended for survey control.
 KT0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0693.See file dsdata.txt to determine how the superseded data were derived.
 KT0693
 KT0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK134096(NAD 83)
 KT0693_MARKER: N = NAIL
 KT0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0693_SP_SET: TREE
 KT0693_STAMPING: USGS BM
 KT0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0693
 KT0693  HISTORY     - Date     Condition        Report By
 KT0693  HISTORY     - UNK      MONUMENTED       USGS
 KT0693  HISTORY     - 1940     GOOD             NGS
 KT0693
 KT0693                          STATION DESCRIPTION
 KT0693
 KT0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0693'26.7 MI SW FROM PASKENTA.
 KT0693'LOCATED 26.7 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0693'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0693'THE MENDOCINO NATL. FOREST-- 20 FEET NORTH OF THE CENTERLINE OF
 KT0693'ROAD-- COPPER NAIL AND WASHER SET IN THE BASE OF 60 IN YELLOW
 KT0693'PINE AND PAINTED U.S.B.M. 5186.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0254 ***********************************************************************
 KS0254  DESIGNATION -  5187
 KS0254  PID         -  KS0254
 KS0254  STATE/COUNTY-  CA/PLACER
 KS0254  USGS QUAD   -  BUNKER HILL (1973)
 KS0254
 KS0254                         *CURRENT SURVEY CONTROL
 KS0254  ___________________________________________________________________
 KS0254* NAD 83(1986)-  39 06 29.     (N)    120 28 22.     (W)     SCALED    
 KS0254* NAVD 88     -      1582.25   (+/-2cm)    5191.1    (feet)  VERTCON   
 KS0254  ___________________________________________________________________
 KS0254  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KS0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0254
 KS0254.The horizontal coordinates were scaled from a topographic map and have
 KS0254.an estimated accuracy of +/- 6 seconds.
 KS0254
 KS0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0254.The vertical order pertains to the NGVD 29 superseded value.
 KS0254
 KS0254.The geoid height was determined by GEOID03.
 KS0254
 KS0254;                    North         East    Units  Estimated Accuracy
 KS0254;SPC CA 2     -   661,110.    2,132,080.      MT  (+/- 180 meters Scaled)
 KS0254
 KS0254                          SUPERSEDED SURVEY CONTROL
 KS0254
 KS0254  NGVD 29 (??/??/??) 1581.161  (m)         5187.53   (f) ADJUSTED    2 0
 KS0254
 KS0254.Superseded values are not recommended for survey control.
 KS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0254.See file dsdata.txt to determine how the superseded data were derived.
 KS0254
 KS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ185318(NAD 83)
 KS0254_MARKER: N = NAIL
 KS0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0254_SP_SET: TREE
 KS0254_MARK LOGO: USFS  
 KS0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0254
 KS0254  HISTORY     - Date     Condition        Report By
 KS0254  HISTORY     - UNK      MONUMENTED       USFS
 KS0254  HISTORY     - 1952     GOOD             CGS
 KS0254
 KS0254                          STATION DESCRIPTION
 KS0254
 KS0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0254'33 MI SW FROM SODA SPRINGS.
 KS0254'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0254'SODA SPRINGS, THENCE 32.8 MILES SOUTHWEST ALONG THE SODA
 KS0254'SPRINGS-FRENCH MEADOWS, AND RALSTON RIDGE ROADS, 0.2 MILE
 KS0254'NORTHEAST OF THE BOTTOM OF A STEEP GRADE, IN A CUT IN THE
 KS0254'ROOT OF A SUGAR PINE TREE, ON THE SOUTHEAST SIDE OF THE
 KS0254'TREE, 7 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 KS0254'1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 KS0254'LETTERS AND NUMBERS USFS 5187 B M ON THE BARK OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU2147 ***********************************************************************
 LU2147  DESIGNATION -  5195 VA=CHAPARRAL
 LU2147  PID         -  LU2147
 LU2147  STATE/COUNTY-  CA/TRINITY
 LU2147  USGS QUAD   -  BIG BAR (1982)
 LU2147
 LU2147                         *CURRENT SURVEY CONTROL
 LU2147  ___________________________________________________________________
 LU2147* NAD 83(1992)-  40 43 45.65353(N)    123 19 06.67742(W)     ADJUSTED  
 LU2147* NAVD 88     -      1590.6    (meters)    5218.     (feet)  VERTCON   
 LU2147  ___________________________________________________________________
 LU2147  EPOCH DATE  -        1991.35
 LU2147  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 LU2147  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 LU2147  HORZ ORDER  -  SECOND
 LU2147
 LU2147.The horizontal coordinates were established by classical geodetic methods
 LU2147.and adjusted by the National Geodetic Survey in March 1994.
 LU2147.The horizontal coordinates are valid at the epoch date displayed above.
 LU2147.The epoch date for horizontal control is a decimal equivalence
 LU2147.of Year/Month/Day.
 LU2147
 LU2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU2147
 LU2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 LU2147
 LU2147.The geoid height was determined by GEOID03.
 LU2147
 LU2147;                    North         East     Units Scale Factor Converg.
 LU2147;SPC CA 1     -   655,847.371 1,888,629.157   MT  0.99989633   -0 51 43.8
 LU2147;SPC CA 1     - 2,151,725.92  6,196,277.49   sFT  0.99989633   -0 51 43.8
 LU2147;UTM  10      - 4,508,761.635   473,102.554   MT  0.99960890   -0 12 28.2
 LU2147
 LU2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2147!SPC CA 1     -   0.99975481  x   0.99989633  =   0.99965116
 LU2147!UTM  10      -   0.99975481  x   0.99960890  =   0.99936380
 LU2147
 LU2147|---------------------------------------------------------------------|
 LU2147| PID    Reference Object                     Distance      Geod. Az  |
 LU2147|                                                           dddmmss.s |
 LU2147| DB5708 CHAPARRAL RM 1                        6.617 METERS 08617     |
 LU2147| LU2131 HAYFORK BALLY AIR FORCE RAD TR      APPROX.11.4 KM 1330452.3 |
 LU2147| DB5709 CHAPARRAL RM 2                        8.784 METERS 19757     |
 LU2147| DB5712 CHAPARRAL AZ MK                                    3073528.1 |
 LU2147|---------------------------------------------------------------------|
 LU2147
 LU2147                          SUPERSEDED SURVEY CONTROL
 LU2147
 LU2147  NAD 83(1986)-  40 43 45.64221(N)    123 19 06.68737(W) AD(1984.00) 2
 LU2147  NAD 27      -  40 43 46.13720(N)    123 19 02.55730(W) AD(       ) 2
 LU2147  NGVD 29 (07/19/86) 1589.6    (m)         5215.     (f) VERT ANG    3  
 LU2147
 LU2147.Superseded values are not recommended for survey control.
 LU2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2147.See file dsdata.txt to determine how the superseded data were derived.
 LU2147
 LU2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL7310308762(NAD 83)
 LU2147_MARKER: Z = SEE DESCRIPTION
 LU2147_SETTING: 66 = SET IN ROCK OUTCROP
 LU2147
 LU2147  HISTORY     - Date     Condition        Report By
 LU2147  HISTORY     - 1961     MONUMENTED       CGS
 LU2147  HISTORY     - 1976     GOOD             CADT
 LU2147
 LU2147                          STATION DESCRIPTION
 LU2147
 LU2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 LU2147'THE STATION IS ABOUT 10-1/2 MILES NORTHEAST OF HYAMPOM, 4
 LU2147'MILES SOUTH-SOUTHEAST OF HAYDEN FLAT GUARD STATION AND 3-1/2
 LU2147'MILES WEST OF BIG BAR, ON THE HIGHEST POINT OF MONUMENT PEAK.
 LU2147'A PROMINENT, ROCK AND BRUSH COVERED MOUNTAIN, WHICH IS THE
 LU2147'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 LU2147'
 LU2147'TO REACH THE STATION FROM THE POST OFFICE IN BIG BAR, GO EAST
 LU2147'ON U.S. HIGHWAY 299 FOR 1.0 MILE TO A BRIDGE SPANNING THE
 LU2147'TRINITY RIVER.  TURN RIGHT CROSSING THE BRIDGE FOR 0.15 MILE
 LU2147'TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.2 MILE
 LU2147'TO A FORK AT A SIGN CORRAL BOTTOM 10 AND OTHERS.  CONTINUE
 LU2147'STRAIGHT AHEAD FOR 5.4 MILES TO THE SUMMIT OF A RIDGE, A FORK
 LU2147'AND A SIGN CORRAL BOTTOM ROAD, HYAMPOM 18 AND OTHERS.  TAKE
 LU2147'THE RIGHT FORK AND GO UP GRADE FOR 0.55 MILE TO A SIDE ROAD
 LU2147'ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK
 LU2147'AT A SIGN EAGLE ROCK ROAD, CHAPARRAL MTN, TRAIL 4 AND EAGLE
 LU2147'ROCK LO 5.  TAKE THE RIGHT FORK AND GO 1.05 MILES TO A
 LU2147'DRIVE OUT ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND
 LU2147'CONTINUE UP GRADE FOR 2.3 TO A SMALL SADDLE AND A LARGE ROCK
 LU2147'FORMATION ABOUT 100 FEET NORTH.  (THE AZIMUTH MARK IS 0.1
 LU2147'MILE NORTHWEST OF THIS POINT) FROM THE SMALL SADDLE PACK
 LU2147'NORTHEAST THROUGH HEAVY BRUSH FOR ABOUT 45 MINUTES TO THE
 LU2147'HIGHEST POINT AND THE STATION.
 LU2147'
 LU2147'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHAPARRAL NO 1
 LU2147'1953 CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP
 LU2147'PROJECTING 1 FOOT.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 LU2147'
 LU2147'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHAPARRAL NO 2
 LU2147'1953 CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP
 LU2147'PROJECTING 1 FOOT.  IT IS ON THE SOUTHWEST SLOPE OF THE HILL
 LU2147'AND ABOUT 5 FEET LOWER THAN THE STATION.
 LU2147'
 LU2147'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAPARRAL 1953
 LU2147'CEMENTED IN A DRILL HOLE NEAR THE SOUTH EDGE OF A LARGE,
 LU2147'PROMINENT ROCK FORMATION THAT PROJECTS ABOUT 15 FEET ABOVE
 LU2147'THE RIDGE PROPER.  IT IS 28 FEET SOUTH OF THE HIGHEST POINT
 LU2147'OF THE FORMATION, 89.9 FEET SOUTH-SOUTHEAST OF A PINE TREE
 LU2147'AND ABOUT 150 FEET NORTHEAST AND ABOUT 100 FEET HIGHER THAN
 LU2147'THE ROAD AND 5 FEET SOUTH OF A CAIRN.
 LU2147'
 LU2147'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK
 LU2147'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP.  THE
 LU2147'DISK IS STAMPED 5195 V A.
 LU2147'
 LU2147'OFFICE NOTE--CHAPARRAL (USGS) WAS SET IN 1953, STATION WAS
 LU2147'NOT OBSERVED ON OR FROM AND WAS VISITED ONLY BY THE BUILDING
 LU2147'PARTY.
 LU2147
 LU2147                          STATION RECOVERY (1976)
 LU2147
 LU2147'RECOVERY NOTE BY CALTRANS 1976 (PRL)
 LU2147'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LU2147'THE DIRECTIONS TO ALL MARKS CHECKED PREVIOUS DATA.  THE DISTANCES TO
 LU2147'REFERENCE MARKS 1, 2 DIFFERED FROM PREVIOUS DATA.  ALL DISTANCES WERE
 LU2147'SHORTER, TO RM 1 BY 0.08 FEET OR 0.023 METERS, TO RM 2 BY 0.09 FEET OR
 LU2147'0.028 METERS.
 LU2147'
 LU2147'FOLLOWING IS A NEW DESCRIPTION ON HOW TO REACH.
 LU2147'TO REACH THE STATION FROM THE POST OFFICE IN BIG BAR, GO EAST ON
 LU2147'HIGHWAY 299 FOR 1.0 MILE TO A BRIDGE SPANNING THE TRINITY RIVER. TURN
 LU2147'RIGHT CROSSING THE BRIDGE FOR 0.15 MILE TO A FORK. TAKE RIGHT FORK AND
 LU2147'GO WESTERLY FOR 0.2 MILE TO A FORK AT A SIGN---CORRAL BOTTOM 10---AND
 LU2147'OTHERS. CONTINUE STRAIGHT AHEAD FOR 5.4 MILES TO THE SUMMIT OF A
 LU2147'RIDGE, A FORK AND A SIGN---CORRAL BOTTOM ROAD, HYAMPOM 18 AND OTHERS.
 LU2147'TURN RIGHT ON FIRST ROAD AND GO FOR 2.0 MILES TO A FORK AT A
 LU2147'MATERIAL SITE, STAY LEFT AND GO FOR 0.1 MILE TO A ROAD ON THE RIGHT.
 LU2147'CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO A FORK IN THE ROAD. TAKE LEFT
 LU2147'FORK AND TRAVEL DOWN HILL FOR 2.5 MILES TO A FORK IN ROAD.  TAKE
 LU2147'RIGHT FORK ACROSS EDGE OF RIDGE FOR 1.1 MILES TO A---T---INTERSECTION,
 LU2147'TURN RIGHT AND TRAVEL FOR 0.6 MILE TO A FORK IN THE ROAD. TAKE RIGHT
 LU2147'FORK AND TRAVEL FOR 0.7 MILE TO A FORK. TAKE RIGHT FORK AND TRAVEL
 LU2147'UP THE RIDGE FOR 2.1 MILES TO TOP OF RIDGE AND A---T---INTERSECTION,
 LU2147'TURN RIGHT AND TRAVEL FOR 0.9 MILE TO A WIDE AREA AND END OF TRUCK
 LU2147'TRAVEL. PACK NORTHEASTERLY ON A TRAIL TO THE HIGHEST POINT ON THE
 LU2147'RIDGE AND THE STATION. THE PACK IS ABOUT 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0699 ***********************************************************************
 KT0699  DESIGNATION -  5198.1 USGS
 KT0699  PID         -  KT0699
 KT0699  STATE/COUNTY-  CA/TEHAMA
 KT0699  USGS QUAD   -  LOG SPRING (1967)
 KT0699
 KT0699                         *CURRENT SURVEY CONTROL
 KT0699  ___________________________________________________________________
 KT0699* NAD 83(1986)-  39 49 45.     (N)    122 47 44.     (W)     SCALED    
 KT0699* NAVD 88     -      1586.22   (+/-2cm)    5204.1    (feet)  VERTCON   
 KT0699  ___________________________________________________________________
 KT0699  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 KT0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0699
 KT0699.The horizontal coordinates were scaled from a topographic map and have
 KT0699.an estimated accuracy of +/- 6 seconds.
 KT0699
 KT0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0699.The vertical order pertains to the NGVD 29 superseded value.
 KT0699
 KT0699.The geoid height was determined by GEOID03.
 KT0699
 KT0699;                    North         East    Units  Estimated Accuracy
 KT0699;SPC CA 1     -   555,370.    1,931,890.      MT  (+/- 180 meters Scaled)
 KT0699
 KT0699                          SUPERSEDED SURVEY CONTROL
 KT0699
 KT0699  NGVD 29 (??/??/92) 1585.242  (m)         5200.91   (f) ADJ UNCH    2 0
 KT0699
 KT0699.Superseded values are not recommended for survey control.
 KT0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0699.See file dsdata.txt to determine how the superseded data were derived.
 KT0699
 KT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK174088(NAD 83)
 KT0699_MARKER: N = NAIL
 KT0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0699_SP_SET: TREE
 KT0699_STAMPING: USGS BM
 KT0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0699
 KT0699  HISTORY     - Date     Condition        Report By
 KT0699  HISTORY     - UNK      MONUMENTED       USGS
 KT0699  HISTORY     - 1940     GOOD             NGS
 KT0699
 KT0699                          STATION DESCRIPTION
 KT0699
 KT0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0699'23.4 MI SW FROM PASKENTA.
 KT0699'LOCATED 23.35 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0699'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD,AND IN
 KT0699'THE MENDOCINO NATL. FOREST-- ABOUT 0.5 MILE WEST OF LOG SPRING
 KT0699'RANGER STATION-- 10 FEET WEST OF THE CENTERLINE OF ROAD-- USGS
 KT0699'WASHER SET IN THE BASE OF 60 IN SUGAR PINE-- AND TREE PAINTED
 KT0699'U.S.B.M. 5198.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9393 ***********************************************************************
 AB9393  DESIGNATION -  52 10
 AB9393  PID         -  AB9393
 AB9393  STATE/COUNTY-  CA/LOS ANGELES
 AB9393  USGS QUAD   -  LOS ANGELES (1994)
 AB9393
 AB9393                         *CURRENT SURVEY CONTROL
 AB9393  ___________________________________________________________________
 AB9393* NAD 83(1986)-  34 02 18.     (N)    118 07 48.     (W)     SCALED    
 AB9393* NAVD 88     -        87.642  (meters)     287.54   (feet)  ADJUSTED  
 AB9393  ___________________________________________________________________
 AB9393  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AB9393  DYNAMIC HT  -          87.548 (meters)     287.23  (feet)  COMP
 AB9393  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 AB9393
 AB9393  VERT ORDER  -  FIRST     CLASS II
 AB9393
 AB9393.The horizontal coordinates were scaled from a topographic map and have
 AB9393.an estimated accuracy of +/- 6 seconds.
 AB9393
 AB9393.The orthometric height was determined by differential leveling
 AB9393.and adjusted in February 1997.
 AB9393
 AB9393.The geoid height was determined by GEOID03.
 AB9393
 AB9393.The dynamic height is computed by dividing the NAVD 88
 AB9393.geopotential number by the normal gravity value computed on the
 AB9393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9393.degrees latitude (g = 980.6199 gals.).
 AB9393
 AB9393.The modeled gravity was interpolated from observed gravity values.
 AB9393
 AB9393;                    North         East    Units  Estimated Accuracy
 AB9393;SPC CA 5     -   559,720.    1,988,000.      MT  (+/- 180 meters Scaled)
 AB9393
 AB9393                          SUPERSEDED SURVEY CONTROL
 AB9393
 AB9393.No superseded survey control is available for this station.
 AB9393
 AB9393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956669(NAD 83)
 AB9393_MARKER: DD = SURVEY DISK
 AB9393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9393_STAMPING: BM 52-10 1957 RE 5869
 AB9393_MARK LOGO: CA-037
 AB9393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9393+STABILITY: SURFACE MOTION
 AB9393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9393+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB9393
 AB9393  HISTORY     - Date     Condition        Report By
 AB9393  HISTORY     - 1957     MONUMENTED       CA-037
 AB9393  HISTORY     - 19950504 GOOD             MWDSC
 AB9393
 AB9393                          STATION DESCRIPTION
 AB9393
 AB9393'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9393'MONTEREY PARK,CA, AT THE TEE INTERSECTION OF GARFIELD AV AND EAST
 AB9393'FLORAL DR, 42 FEET (12.8 M) EAST OF GARFIELD AND 35 FEET (10.7 M)
 AB9393'NORTH OF EAST FLORAL AND 32.5 FEET (9.9 M) NORTHWEST OF A FIRE
 AB9393'HYDRANT.  FOUND A 2-1/2 INCH CO ENGR BRASS DISK STAMPED 52 10 1957 RE
 AB9393'5869 SET IN A 9 INCH SQUARE CONCRETE PAD, 0.3 FOOT (9.1 CM) BELOW
 AB9393'GROUND SURFACE IN GRASS PARKWAY.  REF MWD FB 2507 03 080.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9392 ***********************************************************************
 AB9392  DESIGNATION -  52 11
 AB9392  PID         -  AB9392
 AB9392  STATE/COUNTY-  CA/LOS ANGELES
 AB9392  USGS QUAD   -  LOS ANGELES (1994)
 AB9392
 AB9392                         *CURRENT SURVEY CONTROL
 AB9392  ___________________________________________________________________
 AB9392* NAD 83(1986)-  34 02 44.     (N)    118 07 45.     (W)     SCALED    
 AB9392* NAVD 88     -       104.177  (meters)     341.79   (feet)  ADJUSTED  
 AB9392  ___________________________________________________________________
 AB9392  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AB9392  DYNAMIC HT  -         104.066 (meters)     341.42  (feet)  COMP
 AB9392  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 AB9392
 AB9392  VERT ORDER  -  FIRST     CLASS II
 AB9392
 AB9392.The horizontal coordinates were scaled from a topographic map and have
 AB9392.an estimated accuracy of +/- 6 seconds.
 AB9392
 AB9392.The orthometric height was determined by differential leveling
 AB9392.and adjusted in February 1997.
 AB9392
 AB9392.The geoid height was determined by GEOID03.
 AB9392
 AB9392.The dynamic height is computed by dividing the NAVD 88
 AB9392.geopotential number by the normal gravity value computed on the
 AB9392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9392.degrees latitude (g = 980.6199 gals.).
 AB9392
 AB9392.The modeled gravity was interpolated from observed gravity values.
 AB9392
 AB9392;                    North         East    Units  Estimated Accuracy
 AB9392;SPC CA 5     -   560,520.    1,988,070.      MT  (+/- 180 meters Scaled)
 AB9392
 AB9392                          SUPERSEDED SURVEY CONTROL
 AB9392
 AB9392.No superseded survey control is available for this station.
 AB9392
 AB9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT957677(NAD 83)
 AB9392_MARKER: DD = SURVEY DISK
 AB9392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9392_STAMPING: BM 52-11 1957 PE 5869
 AB9392_MARK LOGO: CA-037
 AB9392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9392+STABILITY: SURFACE MOTION
 AB9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9392+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB9392
 AB9392  HISTORY     - Date     Condition        Report By
 AB9392  HISTORY     - 1957     MONUMENTED       CA-037
 AB9392  HISTORY     - 19950504 GOOD             MWDSC
 AB9392
 AB9392                          STATION DESCRIPTION
 AB9392
 AB9392'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9392'MONTEREY PARK,CA, AT THE TEE INTERSECTION OF GARFIELD AV AND CORAL
 AB9392'VIEW DR, 28 FEET (8.5 M) EAST OF GARFIELD AND 33 FEET (10.1 M) NORTH
 AB9392'OF CORAL VIEW.  FOUND A 2-1/2 INCH CO ENGR BRASS DISK STAMPED 52 11
 AB9392'1957 RE 5869 SET IN A 9 INCH SQUARE CONCRETE PAD, 1.1 FOOT (0.3 M)
 AB9392'BACK OF CURB FACE IN DIRT PARKWAY.  REF MWD FB 2507 03 079.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9391 ***********************************************************************
 AB9391  DESIGNATION -  52 12
 AB9391  PID         -  AB9391
 AB9391  STATE/COUNTY-  CA/LOS ANGELES
 AB9391  USGS QUAD   -  LOS ANGELES (1994)
 AB9391
 AB9391                         *CURRENT SURVEY CONTROL
 AB9391  ___________________________________________________________________
 AB9391* NAD 83(1986)-  34 02 58.     (N)    118 07 45.     (W)     SCALED    
 AB9391* NAVD 88     -       117.219  (meters)     384.58   (feet)  ADJUSTED  
 AB9391  ___________________________________________________________________
 AB9391  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AB9391  DYNAMIC HT  -         117.093 (meters)     384.16  (feet)  COMP
 AB9391  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 AB9391
 AB9391  VERT ORDER  -  FIRST     CLASS II
 AB9391
 AB9391.The horizontal coordinates were scaled from a topographic map and have
 AB9391.an estimated accuracy of +/- 6 seconds.
 AB9391
 AB9391.The orthometric height was determined by differential leveling
 AB9391.and adjusted in February 1997.
 AB9391
 AB9391.The geoid height was determined by GEOID03.
 AB9391
 AB9391.The dynamic height is computed by dividing the NAVD 88
 AB9391.geopotential number by the normal gravity value computed on the
 AB9391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9391.degrees latitude (g = 980.6199 gals.).
 AB9391
 AB9391.The modeled gravity was interpolated from observed gravity values.
 AB9391
 AB9391;                    North         East    Units  Estimated Accuracy
 AB9391;SPC CA 5     -   560,960.    1,988,070.      MT  (+/- 180 meters Scaled)
 AB9391
 AB9391                          SUPERSEDED SURVEY CONTROL
 AB9391
 AB9391.No superseded survey control is available for this station.
 AB9391
 AB9391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT957682(NAD 83)
 AB9391_MARKER: DD = SURVEY DISK
 AB9391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9391_STAMPING: BM 52-12 1957 RE 5869
 AB9391_MARK LOGO: CA-037
 AB9391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9391+STABILITY: SURFACE MOTION
 AB9391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9391+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB9391
 AB9391  HISTORY     - Date     Condition        Report By
 AB9391  HISTORY     - 1957     MONUMENTED       CA-037
 AB9391  HISTORY     - 19950504 GOOD             MWDSC
 AB9391
 AB9391                          STATION DESCRIPTION
 AB9391
 AB9391'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9391'MONTEREY PARK,CA, AT THE NORTHWEST CORNER OF GARFIELD AV AND ROCA WAY,
 AB9391'32 FEET (9.8 M) WEST OF GARFIELD AND 25 FEET (7.6 M) NORTH OF ROCA
 AB9391'WAY, FOUND A 2 INCH CO ENGR BRASS DISK STAMPED 52 12 1957 RE 5869 SET
 AB9391'IN A 10 INCH SQUARE CONCRETE PAD, 1 FOOT (0.3 M) BACK OF CURB FACE IN
 AB9391'DIRT PARKWAY.  REF MWD FB 2507 03 078.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9390 ***********************************************************************
 AB9390  DESIGNATION -  52 13 A
 AB9390  PID         -  AB9390
 AB9390  STATE/COUNTY-  CA/LOS ANGELES
 AB9390  USGS QUAD   -  LOS ANGELES (1994)
 AB9390
 AB9390                         *CURRENT SURVEY CONTROL
 AB9390  ___________________________________________________________________
 AB9390* NAD 83(1986)-  34 03 18.     (N)    118 07 36.     (W)     SCALED    
 AB9390* NAVD 88     -       133.206  (meters)     437.03   (feet)  ADJUSTED  
 AB9390  ___________________________________________________________________
 AB9390  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AB9390  DYNAMIC HT  -         133.064 (meters)     436.56  (feet)  COMP
 AB9390  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 AB9390
 AB9390  VERT ORDER  -  FIRST     CLASS II
 AB9390
 AB9390.The horizontal coordinates were scaled from a topographic map and have
 AB9390.an estimated accuracy of +/- 6 seconds.
 AB9390
 AB9390.The orthometric height was determined by differential leveling
 AB9390.and adjusted in February 1997.
 AB9390
 AB9390.The geoid height was determined by GEOID03.
 AB9390
 AB9390.The dynamic height is computed by dividing the NAVD 88
 AB9390.geopotential number by the normal gravity value computed on the
 AB9390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9390.degrees latitude (g = 980.6199 gals.).
 AB9390
 AB9390.The modeled gravity was interpolated from observed gravity values.
 AB9390
 AB9390;                    North         East    Units  Estimated Accuracy
 AB9390;SPC CA 5     -   561,570.    1,988,310.      MT  (+/- 180 meters Scaled)
 AB9390
 AB9390                          SUPERSEDED SURVEY CONTROL
 AB9390
 AB9390.No superseded survey control is available for this station.
 AB9390
 AB9390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT960688(NAD 83)
 AB9390_MARKER: DD = SURVEY DISK
 AB9390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9390_STAMPING: BM 52-13 A 1970 RE 5869
 AB9390_MARK LOGO: CA-037
 AB9390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9390+STABILITY: SURFACE MOTION
 AB9390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9390+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 AB9390
 AB9390  HISTORY     - Date     Condition        Report By
 AB9390  HISTORY     - 1970     MONUMENTED       CA-037
 AB9390  HISTORY     - 19950504 GOOD             MWDSC
 AB9390
 AB9390                          STATION DESCRIPTION
 AB9390
 AB9390'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9390'MONTEREY PARK,CA, AT THE SOUTHWEST CORNER OF GARFIELD AV AND
 AB9390'GRANDRIDGE AV.  42 FEET (12.8 M) WEST OF GARFIELD AND 70 FEET (21.3 M)
 AB9390'SOUTH OF GRANDRIDGE, FOUND A 2-3/4 INCH LACE BRASS DISK STAMPED 52 13A
 AB9390'1970 RE 5869 SET IN A 15 INCH BY 13 INCH CONCRETE PAD AND 0.1 FOOT
 AB9390'(3.0 CM) BELOW SIDEWALK LEVEL IN PARKWAY.  REF MWD FB 2507 03 077.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1754 ***********************************************************************
 JT1754  DESIGNATION -  52 2
 JT1754  PID         -  JT1754
 JT1754  STATE/COUNTY-  CA/NAPA
 JT1754  USGS QUAD   -  NAPA (1980)
 JT1754
 JT1754                         *CURRENT SURVEY CONTROL
 JT1754  ___________________________________________________________________
 JT1754* NAD 83(1986)-  38 15 32.     (N)    122 18 44.     (W)     SCALED    
 JT1754* NAVD 88     -         8.56   (+/-2cm)      28.1    (feet)  VERTCON   
 JT1754  ___________________________________________________________________
 JT1754  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT1754  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1754
 JT1754.The horizontal coordinates were scaled from a topographic map and have
 JT1754.an estimated accuracy of +/- 6 seconds.
 JT1754
 JT1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1754.The vertical order pertains to the NGVD 29 superseded value.
 JT1754
 JT1754.The geoid height was determined by GEOID03.
 JT1754
 JT1754;                    North         East    Units  Estimated Accuracy
 JT1754;SPC CA 2     -   565,790.    1,972,670.      MT  (+/- 180 meters Scaled)
 JT1754
 JT1754                          SUPERSEDED SURVEY CONTROL
 JT1754
 JT1754  NGVD 29 (??/??/92)    7.802  (m)           25.60   (f) ADJ UNCH    1 1
 JT1754
 JT1754.Superseded values are not recommended for survey control.
 JT1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1754.See file dsdata.txt to determine how the superseded data were derived.
 JT1754
 JT1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH601347(NAD 83)
 JT1754_MARKER: DD = SURVEY DISK
 JT1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1754_SP_SET: CULVERT
 JT1754_MARK LOGO: CA2330
 JT1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1754
 JT1754  HISTORY     - Date     Condition        Report By
 JT1754  HISTORY     - 1971     MONUMENTED       CA2330
 JT1754
 JT1754                          STATION DESCRIPTION
 JT1754
 JT1754'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1754'ALONG HIGHWAY 121 (SONOMA), WEST OF STANLEY LANE AT STATION 208+7A,
 JT1754'NORTH SIDE, IN NORTHWEST CORNER OF CULVERT, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1586 ***********************************************************************
 JT1586  DESIGNATION -  52 3
 JT1586  PID         -  JT1586
 JT1586  STATE/COUNTY-  CA/NAPA
 JT1586  USGS QUAD   -  NAPA (1980)
 JT1586
 JT1586                         *CURRENT SURVEY CONTROL
 JT1586  ___________________________________________________________________
 JT1586* NAD 83(1986)-  38 15 37.     (N)    122 18 13.     (W)     SCALED    
 JT1586* NAVD 88     -         9.96   (+/-2cm)      32.7    (feet)  VERTCON   
 JT1586  ___________________________________________________________________
 JT1586  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT1586  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1586
 JT1586.The horizontal coordinates were scaled from a topographic map and have
 JT1586.an estimated accuracy of +/- 6 seconds.
 JT1586
 JT1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1586.The vertical order pertains to the NGVD 29 superseded value.
 JT1586
 JT1586.The geoid height was determined by GEOID03.
 JT1586
 JT1586;                    North         East    Units  Estimated Accuracy
 JT1586;SPC CA 2     -   565,940.    1,973,430.      MT  (+/- 180 meters Scaled)
 JT1586
 JT1586                          SUPERSEDED SURVEY CONTROL
 JT1586
 JT1586  NGVD 29 (??/??/92)    9.21   (m)           30.2    (f) COMPUTED    1 1
 JT1586
 JT1586.Superseded values are not recommended for survey control.
 JT1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1586.See file dsdata.txt to determine how the superseded data were derived.
 JT1586
 JT1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609349(NAD 83)
 JT1586_MARKER: DD = SURVEY DISK
 JT1586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1586_SP_SET: COPPER-CLAD STEEL ROD
 JT1586_STAMPING: 52 3 C OF N
 JT1586_MARK LOGO: CA2330
 JT1586_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1586
 JT1586  HISTORY     - Date     Condition        Report By
 JT1586  HISTORY     - 1972     MONUMENTED       CA2330
 JT1586
 JT1586                          STATION DESCRIPTION
 JT1586
 JT1586'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1586'3.4 MI (5.5 KM) SOUTHWEST FROM THE COUNTY COURTHOUSE AT NAPA, ON STATE
 JT1586'HIGHWAY 12 AND 121, 370 FT (112.8 M) EAST OF CENTERLINE OF FOSTER
 JT1586'ROAD, 58.2 FT (17.7 M) NORTH OF WHITE CENTERLINE, APPROXIMATELY 2 FT
 JT1586'(0.6 M) SOUTH OF STATE RIGHT OF WAY FENCE, 32.8 FT (10.0 M) WEST OF
 JT1586'POWER POLE, 3 FT (0.9 M) EAST OF 2 INCH PIPE WITNESS POST, 0.6 FT
 JT1586'(0.2 M) BELOW TOP OF 10 INCH DIAMETER MONUMENT BOX, SET FLUSH WITH
 JT1586'THE GROUND, WITH THE WORD MONUMENT CAST IN THE COVER, AND SET ON TOP
 JT1586'OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 10 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1772 ***********************************************************************
 JT1772  DESIGNATION -  52 4
 JT1772  PID         -  JT1772
 JT1772  STATE/COUNTY-  CA/NAPA
 JT1772  USGS QUAD   -  NAPA (1980)
 JT1772
 JT1772                         *CURRENT SURVEY CONTROL
 JT1772  ___________________________________________________________________
 JT1772* NAD 83(1986)-  38 15 50.     (N)    122 17 59.     (W)     SCALED    
 JT1772* NAVD 88     -         8.87   (+/-2cm)      29.1    (feet)  VERTCON   
 JT1772  ___________________________________________________________________
 JT1772  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT1772  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1772
 JT1772.The horizontal coordinates were scaled from a topographic map and have
 JT1772.an estimated accuracy of +/- 6 seconds.
 JT1772
 JT1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1772.The vertical order pertains to the NGVD 29 superseded value.
 JT1772
 JT1772.The geoid height was determined by GEOID03.
 JT1772
 JT1772;                    North         East    Units  Estimated Accuracy
 JT1772;SPC CA 2     -   566,340.    1,973,770.      MT  (+/- 180 meters Scaled)
 JT1772
 JT1772                          SUPERSEDED SURVEY CONTROL
 JT1772
 JT1772  NGVD 29 (??/??/92)    8.11   (m)           26.6    (f) COMPUTED    1 1
 JT1772
 JT1772.Superseded values are not recommended for survey control.
 JT1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1772.See file dsdata.txt to determine how the superseded data were derived.
 JT1772
 JT1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612353(NAD 83)
 JT1772_MARKER: DD = SURVEY DISK
 JT1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1772_SP_SET: CATTLE CROSSING
 JT1772_MARK LOGO: CA2330
 JT1772_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1772
 JT1772  HISTORY     - Date     Condition        Report By
 JT1772  HISTORY     - 1971     MONUMENTED       CA2330
 JT1772
 JT1772                          STATION DESCRIPTION
 JT1772
 JT1772'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1772'ALONG HIGHWAY 121 (SONOMA), SOUTH OF STEWART AIRPORT, IN WEST OF
 JT1772'HEADWALL OF CATTLE UNDER CROSSING, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1540 ***********************************************************************
 KS1540  DESIGNATION -  52 44 CADH 1971
 KS1540  PID         -  KS1540
 KS1540  STATE/COUNTY-  CA/PLUMAS
 KS1540  USGS QUAD   -  SPRING GARDEN (1975)
 KS1540
 KS1540                         *CURRENT SURVEY CONTROL
 KS1540  ___________________________________________________________________
 KS1540* NAD 83(1992)-  39 54 16.06211(N)    120 47 37.23161(W)     ADJUSTED  
 KS1540* NAVD 88     -      1207.7    (meters)    3962.     (feet)  VERTCON   
 KS1540  ___________________________________________________________________
 KS1540  EPOCH DATE  -        1991.35
 KS1540  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KS1540  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KS1540  HORZ ORDER  -  SECOND
 KS1540
 KS1540.The horizontal coordinates were established by classical geodetic methods
 KS1540.and adjusted by the National Geodetic Survey in March 1994.
 KS1540.The horizontal coordinates are valid at the epoch date displayed above.
 KS1540.The epoch date for horizontal control is a decimal equivalence
 KS1540.of Year/Month/Day.
 KS1540
 KS1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1540
 KS1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1540
 KS1540.The geoid height was determined by GEOID03.
 KS1540
 KS1540;                    North         East     Units Scale Factor Converg.
 KS1540;SPC CA 1     -   564,128.659 2,103,155.491   MT  1.00002543   +0 47 19.7
 KS1540;SPC CA 1     - 1,850,812.11  6,900,102.64   sFT  1.00002543   +0 47 19.7
 KS1540;SPC CA 2     -   749,103.296 2,103,154.853   MT  1.00001702   +0 45 38.0
 KS1540;SPC CA 2     - 2,457,683.06  6,900,100.55   sFT  1.00001702   +0 45 38.0
 KS1540;UTM  10      - 4,419,483.636   688,601.752   MT  1.00003792   +1 24 56.9
 KS1540
 KS1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1540!SPC CA 1     -   0.99981426  x   1.00002543  =   0.99983968
 KS1540!SPC CA 2     -   0.99981426  x   1.00001702  =   0.99983127
 KS1540!UTM  10      -   0.99981426  x   1.00003792  =   0.99985217
 KS1540
 KS1540:                Primary Azimuth Mark                     Grid Az
 KS1540:SPC CA 1     -  53 32 CADH 1971                          149 28 10.1
 KS1540:SPC CA 2     -  53 32 CADH 1971                          149 29 51.8
 KS1540:UTM  10      -  53 32 CADH 1971                          148 50 32.9
 KS1540
 KS1540|---------------------------------------------------------------------|
 KS1540| PID    Reference Object                     Distance      Geod. Az  |
 KS1540|                                                           dddmmss.s |
 KS1540| KS1539 53 32 CADH 1971                     APPROX. 1.3 KM 1501529.8 |
 KS1540|---------------------------------------------------------------------|
 KS1540
 KS1540                          SUPERSEDED SURVEY CONTROL
 KS1540
 KS1540  NAD 83(1986)-  39 54 16.06248(N)    120 47 37.22736(W) AD(1984.00) 2
 KS1540  NAD 27      -  39 54 16.44821(N)    120 47 33.40822(W) AD(       ) 2
 KS1540  NGVD 29 (07/19/86) 1206.7    (m)         3959.     (f) VERT ANG    3  
 KS1540
 KS1540.Superseded values are not recommended for survey control.
 KS1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1540.See file dsdata.txt to determine how the superseded data were derived.
 KS1540
 KS1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8860219484(NAD 83)
 KS1540_MARKER: DD = SURVEY DISK
 KS1540_SETTING: 0 = UNSPECIFIED SETTING
 KS1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1540
 KS1540  HISTORY     - Date     Condition        Report By
 KS1540  HISTORY     - 1971     MONUMENTED       CADT
 KS1540
 KS1540                          STATION DESCRIPTION
 KS1540
 KS1540'DESCRIBED BY CALTRANS 1971
 KS1540'THE STATION IS LOCATED ABOUT 0.9 MILE NORTH NORTHWEST ALONG STATE
 KS1540'HIGHWAY 70 FROM SPRING GARDEN.
 KS1540'
 KS1540'TO REACH THE STATION FROM THE POST OFFICE IN SPRING GARDEN, GO
 KS1540'NORTHWEST ON HIGHWAY 70 FOR 0.9 MILE TO P.M. 52.44.  THE STATION
 KS1540'IS ON THE SHOULDER OF THE OLD ABANDONED HIGHWAY BETWEEN THE
 KS1540'EXISTING HIGHWAY AND THE RAILROAD, 79 FEET SOUTH SOUTHWEST OF THE
 KS1540'CENTER LINE OF HIGHWAY 70, ABOUT 15 FEET HIGHER THAN THE HIGHWAY
 KS1540'AND 60 FEET EAST OF TELEPHONE POLE 2683.
 KS1540'
 KS1540'A STANDARD DIVISION OF HIGHWAYS DISK, STAMPED 52.44 1971, SET IN
 KS1540'AN 8-INCH CONCRETE MONUMENT AND MARKED BY A SURVEY MONUMENT MARKER
 KS1540'SIGN 2.3 FEET SOUTH SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9283 ***********************************************************************
 DY9283  DESIGNATION -  52 50
 DY9283  PID         -  DY9283
 DY9283  STATE/COUNTY-  CA/LOS ANGELES
 DY9283  USGS QUAD   -  SOUTH GATE (1981)
 DY9283
 DY9283                         *CURRENT SURVEY CONTROL
 DY9283  ___________________________________________________________________
 DY9283* NAD 83(1986)-  33 56 56.     (N)    118 09 44.     (W)     SCALED    
 DY9283* NAVD 88     -        36.252  (meters)     118.94   (feet)  ADJUSTED  
 DY9283  ___________________________________________________________________
 DY9283  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DY9283  DYNAMIC HT  -          36.213 (meters)     118.81  (feet)  COMP
 DY9283  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DY9283
 DY9283  VERT ORDER  -  FIRST     CLASS II
 DY9283
 DY9283.The horizontal coordinates were scaled from a topographic map and have
 DY9283.an estimated accuracy of +/- 6 seconds.
 DY9283
 DY9283.The orthometric height was determined by differential leveling
 DY9283.and adjusted in June 1995.
 DY9283
 DY9283.The geoid height was determined by GEOID03.
 DY9283
 DY9283.The dynamic height is computed by dividing the NAVD 88
 DY9283.geopotential number by the normal gravity value computed on the
 DY9283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9283.degrees latitude (g = 980.6199 gals.).
 DY9283
 DY9283.The modeled gravity was interpolated from observed gravity values.
 DY9283
 DY9283;                    North         East    Units  Estimated Accuracy
 DY9283;SPC CA 5     -   549,810.    1,985,000.      MT  (+/- 180 meters Scaled)
 DY9283
 DY9283                          SUPERSEDED SURVEY CONTROL
 DY9283
 DY9283  NAVD 88 (06/15/91)   36.266  (m)          118.98   (f) UNKNOWN     1 2
 DY9283
 DY9283.Superseded values are not recommended for survey control.
 DY9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9283.See file dsdata.txt to determine how the superseded data were derived.
 DY9283
 DY9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT926570(NAD 83)
 DY9283_MARKER: DD = SURVEY DISK
 DY9283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY9283_SP_SET: ABUTMENT
 DY9283_STAMPING: B.M. 52-50 1950
 DY9283_MARK LOGO: LACFCD
 DY9283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9283+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1994
 DY9283
 DY9283  HISTORY     - Date     Condition        Report By
 DY9283  HISTORY     - 1950     MONUMENTED       LACFCD
 DY9283  HISTORY     - 19890605 GOOD             NGS
 DY9283  HISTORY     - 19940802 GOOD             NGS
 DY9283
 DY9283                          STATION DESCRIPTION
 DY9283
 DY9283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9283'0.3 KM (0.20 MI) EAST ALONG FIRESTONE AVENUE FROM THE JUNCTION OF
 DY9283'GARFIELD AVENUE IN SOUTH GATE, IN TOP OF AND 0.6 M (2.0 FT) SOUTHWEST
 DY9283'OF THE NORTHEAST END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE
 DY9283'SPANNING THE RIO HONDO CHANNEL, 2.0 M (6.6 FT) NORTH OF THE NORTH
 DY9283'CURB OF THE BOULEVARD, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 DY9283'BOULEVARD.
 DY9283
 DY9283                          STATION RECOVERY (1994)
 DY9283
 DY9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9283'0.3 KM (0.20 MI) EASTERLY ALONG FIRESTONE BOULEVARD FROM THE JUNCTION
 DY9283'OF GARFIELD AVENUE IN SOUTH GATE, IN TOP OF AND 0.6 M (2.0 FT)
 DY9283'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 DY9283'THE BOULEVARD BRIDGE SPANNING THE RIO HONDO CHANNEL, 5.1 M (16.7 FT)
 DY9283'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 1.6 M
 DY9283'(5.2 FT) SOUTHEAST OF A STREET LIGHT POLE, AND 0.4 M (1.3 FT) ABOVE
 DY9283'THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1764 ***********************************************************************
 JT1764  DESIGNATION -  52 A
 JT1764  PID         -  JT1764
 JT1764  STATE/COUNTY-  CA/NAPA
 JT1764  USGS QUAD   -  NAPA (1980)
 JT1764
 JT1764                         *CURRENT SURVEY CONTROL
 JT1764  ___________________________________________________________________
 JT1764* NAD 83(1986)-  38 15 18.     (N)    122 20 22.     (W)     SCALED    
 JT1764* NAVD 88     -        34.63   (+/-2cm)     113.6    (feet)  VERTCON   
 JT1764  ___________________________________________________________________
 JT1764  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1764  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1764
 JT1764.The horizontal coordinates were scaled from a topographic map and have
 JT1764.an estimated accuracy of +/- 6 seconds.
 JT1764
 JT1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1764.The vertical order pertains to the NGVD 29 superseded value.
 JT1764
 JT1764.The geoid height was determined by GEOID03.
 JT1764
 JT1764;                    North         East    Units  Estimated Accuracy
 JT1764;SPC CA 2     -   565,370.    1,970,290.      MT  (+/- 180 meters Scaled)
 JT1764
 JT1764                          SUPERSEDED SURVEY CONTROL
 JT1764
 JT1764  NGVD 29 (??/??/92)   33.866  (m)          111.11   (f) ADJ UNCH    1 1
 JT1764
 JT1764.Superseded values are not recommended for survey control.
 JT1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1764.See file dsdata.txt to determine how the superseded data were derived.
 JT1764
 JT1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577343(NAD 83)
 JT1764_MARKER: DD = SURVEY DISK
 JT1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1764_SP_SET: CONCRETE POST
 JT1764_MARK LOGO: CA2330
 JT1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1764+STABILITY: SURFACE MOTION
 JT1764
 JT1764  HISTORY     - Date     Condition        Report By
 JT1764  HISTORY     - 1971     MONUMENTED       CA2330
 JT1764
 JT1764                          STATION DESCRIPTION
 JT1764
 JT1764'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1764'ALONG HIGHWAY 121 (SONOMA) AT STATION 130+47.65 BC, SOUTH SIDE, A WELL
 JT1764'TYPE CONCRETE MONUMENT WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1763 ***********************************************************************
 JT1763  DESIGNATION -  52 B
 JT1763  PID         -  JT1763
 JT1763  STATE/COUNTY-  CA/NAPA
 JT1763  USGS QUAD   -  NAPA (1980)
 JT1763
 JT1763                         *CURRENT SURVEY CONTROL
 JT1763  ___________________________________________________________________
 JT1763* NAD 83(1986)-  38 15 17.     (N)    122 20 05.     (W)     SCALED    
 JT1763* NAVD 88     -        40.17   (+/-2cm)     131.8    (feet)  VERTCON   
 JT1763  ___________________________________________________________________
 JT1763  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JT1763  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1763
 JT1763.The horizontal coordinates were scaled from a topographic map and have
 JT1763.an estimated accuracy of +/- 6 seconds.
 JT1763
 JT1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1763.The vertical order pertains to the NGVD 29 superseded value.
 JT1763
 JT1763.The geoid height was determined by GEOID03.
 JT1763
 JT1763;                    North         East    Units  Estimated Accuracy
 JT1763;SPC CA 2     -   565,330.    1,970,700.      MT  (+/- 180 meters Scaled)
 JT1763
 JT1763                          SUPERSEDED SURVEY CONTROL
 JT1763
 JT1763  NGVD 29 (??/??/92)   39.408  (m)          129.29   (f) ADJ UNCH    1 1
 JT1763
 JT1763.Superseded values are not recommended for survey control.
 JT1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1763.See file dsdata.txt to determine how the superseded data were derived.
 JT1763
 JT1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH582342(NAD 83)
 JT1763_MARKER: DD = SURVEY DISK
 JT1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1763_SP_SET: CONCRETE POST
 JT1763_MARK LOGO: CA2330
 JT1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1763+STABILITY: SURFACE MOTION
 JT1763
 JT1763  HISTORY     - Date     Condition        Report By
 JT1763  HISTORY     - 1971     MONUMENTED       CA2330
 JT1763
 JT1763                          STATION DESCRIPTION
 JT1763
 JT1763'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1763'ALONG HIGHWAY 121 (SONOMA) AT STATION 140+12.08, ON SOUTH SIDE, A
 JT1763'CONCRETE WELL TYPE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1761 ***********************************************************************
 JT1761  DESIGNATION -  52 C
 JT1761  PID         -  JT1761
 JT1761  STATE/COUNTY-  CA/NAPA
 JT1761  USGS QUAD   -  NAPA (1980)
 JT1761
 JT1761                         *CURRENT SURVEY CONTROL
 JT1761  ___________________________________________________________________
 JT1761* NAD 83(1986)-  38 15 20.     (N)    122 19 52.     (W)     SCALED    
 JT1761* NAVD 88     -        39.17   (+/-2cm)     128.5    (feet)  VERTCON   
 JT1761  ___________________________________________________________________
 JT1761  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1761  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1761
 JT1761.The horizontal coordinates were scaled from a topographic map and have
 JT1761.an estimated accuracy of +/- 6 seconds.
 JT1761
 JT1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1761.The vertical order pertains to the NGVD 29 superseded value.
 JT1761
 JT1761.The geoid height was determined by GEOID03.
 JT1761
 JT1761;                    North         East    Units  Estimated Accuracy
 JT1761;SPC CA 2     -   565,420.    1,971,020.      MT  (+/- 180 meters Scaled)
 JT1761
 JT1761                          SUPERSEDED SURVEY CONTROL
 JT1761
 JT1761  NGVD 29 (??/??/92)   38.414  (m)          126.03   (f) ADJ UNCH    1 1
 JT1761
 JT1761.Superseded values are not recommended for survey control.
 JT1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1761.See file dsdata.txt to determine how the superseded data were derived.
 JT1761
 JT1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH585343(NAD 83)
 JT1761_MARKER: DD = SURVEY DISK
 JT1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1761_SP_SET: CONCRETE POST
 JT1761_MARK LOGO: CA2330
 JT1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1761+STABILITY: SURFACE MOTION
 JT1761
 JT1761  HISTORY     - Date     Condition        Report By
 JT1761  HISTORY     - 1971     MONUMENTED       CA2330
 JT1761
 JT1761                          STATION DESCRIPTION
 JT1761
 JT1761'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1761'ALONG HIGHWAY 121 (SONOMA) AT STATION 151+20, ON SOUTH SIDE, A WELL
 JT1761'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5911 ***********************************************************************
 EW5911  DESIGNATION -  52 C OF V
 EW5911  PID         -  EW5911
 EW5911  STATE/COUNTY-  CA/VENTURA
 EW5911  USGS QUAD   -  VENTURA (1967)
 EW5911
 EW5911                         *CURRENT SURVEY CONTROL
 EW5911  ___________________________________________________________________
 EW5911* NAD 83(1986)-  34 15 56.     (N)    119 16 24.     (W)     SCALED    
 EW5911* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 EW5911  ___________________________________________________________________
 EW5911  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW5911  VERT ORDER  -  THIRD (See Below)
 EW5911
 EW5911.The horizontal coordinates were scaled from a topographic map and have
 EW5911.an estimated accuracy of +/- 6 seconds.
 EW5911
 EW5911.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5911.The vertical order pertains to the NGVD 29 superseded value.
 EW5911
 EW5911.The geoid height was determined by GEOID03.
 EW5911
 EW5911;                    North         East    Units  Estimated Accuracy
 EW5911;SPC CA 5     -   585,660.    1,882,740.      MT  (+/- 180 meters Scaled)
 EW5911
 EW5911                          SUPERSEDED SURVEY CONTROL
 EW5911
 EW5911  NGVD 29 (??/??/??)    3.20   (m)           10.5    (f) RESET       3  
 EW5911
 EW5911.Superseded values are not recommended for survey control.
 EW5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5911.See file dsdata.txt to determine how the superseded data were derived.
 EW5911
 EW5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT906939(NAD 83)
 EW5911_MARKER: DB = BENCH MARK DISK
 EW5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW5911_STAMPING: CITY OF BUENAVENTURA CITY BOUNDARY EST 1931 NO 52
 EW5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5911+STABILITY: SURFACE MOTION
 EW5911
 EW5911  HISTORY     - Date     Condition        Report By
 EW5911  HISTORY     - 1931     MONUMENTED       CA4027
 EW5911  HISTORY     - 1962     GOOD             NGS
 EW5911
 EW5911                          STATION DESCRIPTION
 EW5911
 EW5911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EW5911'1.3 MI S FROM VENTURA.
 EW5911'APPROXIMATELY 2 MILES SOUTHEAST OF THE CENTER OF VENTURA, IN THE
 EW5911'PIERPONT SUBDIVISION, AT THE INTERSECTION OF PIERPONT DRIVE AND
 EW5911'BANGOR LANE, ON THE CENTERLINE OF PIERPONT DRIVE, 46.4 FEET
 EW5911'EAST-SOUTHEAST OF GUY POLE 942338E, 68.4 FEET EAST OF THE
 EW5911'NORTHEAST CORNER OF HOUSE 2208, 61.5 FEET NORTH-NORTHEAST
 EW5911'OF THE NORTHEAST GARAGE CORNER OF HOUSE 2210, 76.8 FEET
 EW5911'WEST-NORTHWEST OF THE NORTHWEST GARAGE CORNER OF HOUSE 2215, 41.7
 EW5911'FEET WEST OF POWER POLE 942339E, AND SET IN THE TOP OF A 4-INCH
 EW5911'TILE FILLED WITH CONCRETE AND FLUSH WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1756 ***********************************************************************
 JT1756  DESIGNATION -  52 D
 JT1756  PID         -  JT1756
 JT1756  STATE/COUNTY-  CA/NAPA
 JT1756  USGS QUAD   -  NAPA (1980)
 JT1756
 JT1756                         *CURRENT SURVEY CONTROL
 JT1756  ___________________________________________________________________
 JT1756* NAD 83(1986)-  38 15 22.     (N)    122 19 40.     (W)     SCALED    
 JT1756* NAVD 88     -        33.96   (+/-2cm)     111.4    (feet)  VERTCON   
 JT1756  ___________________________________________________________________
 JT1756  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1756  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1756
 JT1756.The horizontal coordinates were scaled from a topographic map and have
 JT1756.an estimated accuracy of +/- 6 seconds.
 JT1756
 JT1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1756.The vertical order pertains to the NGVD 29 superseded value.
 JT1756
 JT1756.The geoid height was determined by GEOID03.
 JT1756
 JT1756;                    North         East    Units  Estimated Accuracy
 JT1756;SPC CA 2     -   565,490.    1,971,310.      MT  (+/- 180 meters Scaled)
 JT1756
 JT1756                          SUPERSEDED SURVEY CONTROL
 JT1756
 JT1756  NGVD 29 (??/??/92)   33.198  (m)          108.92   (f) ADJ UNCH    1 1
 JT1756
 JT1756.Superseded values are not recommended for survey control.
 JT1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1756.See file dsdata.txt to determine how the superseded data were derived.
 JT1756
 JT1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588344(NAD 83)
 JT1756_MARKER: DD = SURVEY DISK
 JT1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1756_SP_SET: CONCRETE POST
 JT1756_MARK LOGO: CA2330
 JT1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1756+STABILITY: SURFACE MOTION
 JT1756
 JT1756  HISTORY     - Date     Condition        Report By
 JT1756  HISTORY     - 1971     MONUMENTED       CA2330
 JT1756
 JT1756                          STATION DESCRIPTION
 JT1756
 JT1756'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1756'ALONG HIGHWAY 121 (SONOMA) AT INTERSECTION WITH CUTTINGS WHARF IN
 JT1756'SOUTHWEST CORNER A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1757 ***********************************************************************
 JT1757  DESIGNATION -  52 E
 JT1757  PID         -  JT1757
 JT1757  STATE/COUNTY-  CA/NAPA
 JT1757  USGS QUAD   -  NAPA (1980)
 JT1757
 JT1757                         *CURRENT SURVEY CONTROL
 JT1757  ___________________________________________________________________
 JT1757* NAD 83(1986)-  38 15 25.     (N)    122 19 22.     (W)     SCALED    
 JT1757* NAVD 88     -        21.12   (+/-2cm)      69.3    (feet)  VERTCON   
 JT1757  ___________________________________________________________________
 JT1757  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1757  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1757
 JT1757.The horizontal coordinates were scaled from a topographic map and have
 JT1757.an estimated accuracy of +/- 6 seconds.
 JT1757
 JT1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1757.The vertical order pertains to the NGVD 29 superseded value.
 JT1757
 JT1757.The geoid height was determined by GEOID03.
 JT1757
 JT1757;                    North         East    Units  Estimated Accuracy
 JT1757;SPC CA 2     -   565,580.    1,971,750.      MT  (+/- 180 meters Scaled)
 JT1757
 JT1757                          SUPERSEDED SURVEY CONTROL
 JT1757
 JT1757  NGVD 29 (??/??/92)   20.360  (m)           66.80   (f) ADJ UNCH    1 1
 JT1757
 JT1757.Superseded values are not recommended for survey control.
 JT1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1757.See file dsdata.txt to determine how the superseded data were derived.
 JT1757
 JT1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592345(NAD 83)
 JT1757_MARKER: DD = SURVEY DISK
 JT1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1757_SP_SET: CONCRETE POST
 JT1757_MARK LOGO: CA2330
 JT1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1757+STABILITY: SURFACE MOTION
 JT1757
 JT1757  HISTORY     - Date     Condition        Report By
 JT1757  HISTORY     - 1971     MONUMENTED       CA2330
 JT1757
 JT1757                          STATION DESCRIPTION
 JT1757
 JT1757'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1757'HIGHWAY 121 (SONOMA), 1500 FT (457.2 M) EAST OF CUTTINGS WHARF ROAD, A
 JT1757'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1758 ***********************************************************************
 JT1758  DESIGNATION -  52 F
 JT1758  PID         -  JT1758
 JT1758  STATE/COUNTY-  CA/NAPA
 JT1758  USGS QUAD   -  NAPA (1980)
 JT1758
 JT1758                         *CURRENT SURVEY CONTROL
 JT1758  ___________________________________________________________________
 JT1758* NAD 83(1986)-  38 15 29.     (N)    122 19 05.     (W)     SCALED    
 JT1758* NAVD 88     -        14.30   (+/-2cm)      46.9    (feet)  VERTCON   
 JT1758  ___________________________________________________________________
 JT1758  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT1758  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1758
 JT1758.The horizontal coordinates were scaled from a topographic map and have
 JT1758.an estimated accuracy of +/- 6 seconds.
 JT1758
 JT1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1758.The vertical order pertains to the NGVD 29 superseded value.
 JT1758
 JT1758.The geoid height was determined by GEOID03.
 JT1758
 JT1758;                    North         East    Units  Estimated Accuracy
 JT1758;SPC CA 2     -   565,700.    1,972,160.      MT  (+/- 180 meters Scaled)
 JT1758
 JT1758                          SUPERSEDED SURVEY CONTROL
 JT1758
 JT1758  NGVD 29 (??/??/92)   13.545  (m)           44.44   (f) ADJ UNCH    1 1
 JT1758
 JT1758.Superseded values are not recommended for survey control.
 JT1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1758.See file dsdata.txt to determine how the superseded data were derived.
 JT1758
 JT1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH596346(NAD 83)
 JT1758_MARKER: DD = SURVEY DISK
 JT1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1758_SP_SET: CONCRETE POST
 JT1758_MARK LOGO: CA2330
 JT1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1758+STABILITY: SURFACE MOTION
 JT1758
 JT1758  HISTORY     - Date     Condition        Report By
 JT1758  HISTORY     - 1971     MONUMENTED       CA2330
 JT1758
 JT1758                          STATION DESCRIPTION
 JT1758
 JT1758'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1758'ALONG HIGHWAY 121 (SONOMA) AT STA 192+60, SOUTH SIDE, A WELL TYPE
 JT1758'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3425 ***********************************************************************
 EV3425  DESIGNATION -  52 FMK
 EV3425  PID         -  EV3425
 EV3425  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3425  USGS QUAD   -  HELENDALE (1993)
 EV3425
 EV3425                         *CURRENT SURVEY CONTROL
 EV3425  ___________________________________________________________________
 EV3425* NAD 83(1986)-  34 41 05.     (N)    117 20 33.     (W)     SCALED    
 EV3425* NAVD 88     -       768.319  (meters)    2520.73   (feet)  ADJUSTED  
 EV3425  ___________________________________________________________________
 EV3425  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV3425  DYNAMIC HT  -         767.420 (meters)    2517.78  (feet)  COMP
 EV3425  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 EV3425
 EV3425  VERT ORDER  -  FIRST     CLASS I
 EV3425
 EV3425.The horizontal coordinates were scaled from a topographic map and have
 EV3425.an estimated accuracy of +/- 6 seconds.
 EV3425
 EV3425.The orthometric height was determined by differential leveling
 EV3425.and adjusted in June 1991.
 EV3425
 EV3425.The geoid height was determined by GEOID03.
 EV3425
 EV3425.The dynamic height is computed by dividing the NAVD 88
 EV3425.geopotential number by the normal gravity value computed on the
 EV3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3425.degrees latitude (g = 980.6199 gals.).
 EV3425
 EV3425.The modeled gravity was interpolated from observed gravity values.
 EV3425
 EV3425;                    North         East    Units  Estimated Accuracy
 EV3425;SPC CA 5     -   631,610.    2,060,250.      MT  (+/- 180 meters Scaled)
 EV3425
 EV3425                          SUPERSEDED SURVEY CONTROL
 EV3425
 EV3425  NGVD 29 (??/??/92)  767.499  (m)         2518.04   (f) ADJ UNCH    1 1
 EV3425
 EV3425.Superseded values are not recommended for survey control.
 EV3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3425.See file dsdata.txt to determine how the superseded data were derived.
 EV3425
 EV3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU686381(NAD 83)
 EV3425_MARKER: DD = SURVEY DISK
 EV3425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV3425+WITH SETTING: PAVEMENT
 EV3425_SP_SET: SIGNAL BASE
 EV3425_STAMPING: 52 FMK 1973
 EV3425_MARK LOGO: USGS  
 EV3425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3425+STABILITY: SURFACE MOTION
 EV3425
 EV3425  HISTORY     - Date     Condition        Report By
 EV3425  HISTORY     - 1973     MONUMENTED       USGS
 EV3425  HISTORY     - 1977     GOOD             NGS
 EV3425  HISTORY     - 1987     GOOD             NGS
 EV3425
 EV3425                          STATION DESCRIPTION
 EV3425
 EV3425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EV3425'4.35 MI SW FROM HELENDALE.
 EV3425'4.35 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3425'FROM THE SIDING SIGN AT HELENDALE, 8.5 FEET EAST OF THE EAST RAIL OF
 EV3425'THE EAST TRACK, 39 FEET WEST OF A BARBED WIRE FENCE, 35 FEET SOUTHWEST
 EV3425'OF A TELEPHONE POLE, IN THE TOP NEAR THE NORTH EDGE OF A 15 BY 15-INCH
 EV3425'CONCRETE FOUNDATION FOR A NON-EXISTING SIGNAL.
 EV3425
 EV3425                          STATION RECOVERY (1987)
 EV3425
 EV3425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1755 ***********************************************************************
 JT1755  DESIGNATION -  52 G
 JT1755  PID         -  JT1755
 JT1755  STATE/COUNTY-  CA/NAPA
 JT1755  USGS QUAD   -  NAPA (1980)
 JT1755
 JT1755                         *CURRENT SURVEY CONTROL
 JT1755  ___________________________________________________________________
 JT1755* NAD 83(1986)-  38 15 31.     (N)    122 18 47.     (W)     SCALED    
 JT1755* NAVD 88     -        11.12   (+/-2cm)      36.5    (feet)  VERTCON   
 JT1755  ___________________________________________________________________
 JT1755  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT1755  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1755
 JT1755.The horizontal coordinates were scaled from a topographic map and have
 JT1755.an estimated accuracy of +/- 6 seconds.
 JT1755
 JT1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1755.The vertical order pertains to the NGVD 29 superseded value.
 JT1755
 JT1755.The geoid height was determined by GEOID03.
 JT1755
 JT1755;                    North         East    Units  Estimated Accuracy
 JT1755;SPC CA 2     -   565,760.    1,972,600.      MT  (+/- 180 meters Scaled)
 JT1755
 JT1755                          SUPERSEDED SURVEY CONTROL
 JT1755
 JT1755  NGVD 29 (??/??/92)   10.361  (m)           33.99   (f) ADJ UNCH    1 1
 JT1755
 JT1755.Superseded values are not recommended for survey control.
 JT1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1755.See file dsdata.txt to determine how the superseded data were derived.
 JT1755
 JT1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH601347(NAD 83)
 JT1755_MARKER: DD = SURVEY DISK
 JT1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1755_SP_SET: CONCRETE POST
 JT1755_MARK LOGO: CA2330
 JT1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1755+STABILITY: SURFACE MOTION
 JT1755
 JT1755  HISTORY     - Date     Condition        Report By
 JT1755  HISTORY     - 1971     MONUMENTED       CA2330
 JT1755
 JT1755                          STATION DESCRIPTION
 JT1755
 JT1755'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1755'ALONG HIGHWAY 121 (SONOMA) AT STATION 205+15, ON SOUTH SIDE, A WELL
 JT1755'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1751 ***********************************************************************
 JT1751  DESIGNATION -  52 H
 JT1751  PID         -  JT1751
 JT1751  STATE/COUNTY-  CA/NAPA
 JT1751  USGS QUAD   -  NAPA (1980)
 JT1751
 JT1751                         *CURRENT SURVEY CONTROL
 JT1751  ___________________________________________________________________
 JT1751* NAD 83(1986)-  38 15 36.     (N)    122 18 23.     (W)     SCALED    
 JT1751* NAVD 88     -        10.77   (+/-2cm)      35.3    (feet)  VERTCON   
 JT1751  ___________________________________________________________________
 JT1751  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT1751  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1751
 JT1751.The horizontal coordinates were scaled from a topographic map and have
 JT1751.an estimated accuracy of +/- 6 seconds.
 JT1751
 JT1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1751.The vertical order pertains to the NGVD 29 superseded value.
 JT1751
 JT1751.The geoid height was determined by GEOID03.
 JT1751
 JT1751;                    North         East    Units  Estimated Accuracy
 JT1751;SPC CA 2     -   565,910.    1,973,180.      MT  (+/- 180 meters Scaled)
 JT1751
 JT1751                          SUPERSEDED SURVEY CONTROL
 JT1751
 JT1751  NGVD 29 (??/??/92)   10.01   (m)           32.8    (f) COMPUTED    1 1
 JT1751
 JT1751.Superseded values are not recommended for survey control.
 JT1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1751.See file dsdata.txt to determine how the superseded data were derived.
 JT1751
 JT1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606348(NAD 83)
 JT1751_MARKER: DD = SURVEY DISK
 JT1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1751_SP_SET: CONCRETE POST
 JT1751_MARK LOGO: CA2330
 JT1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1751+STABILITY: SURFACE MOTION
 JT1751
 JT1751  HISTORY     - Date     Condition        Report By
 JT1751  HISTORY     - 1971     MONUMENTED       CA2330
 JT1751
 JT1751                          STATION DESCRIPTION
 JT1751
 JT1751'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1751'ALONG HIGHWAY 121 (SONOMA) AT INTERSECTION WITH STANLEY LANE, SOUTH OF
 JT1751'THE RIGHT OF WAY, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1765 ***********************************************************************
 JT1765  DESIGNATION -  52 I
 JT1765  PID         -  JT1765
 JT1765  STATE/COUNTY-  CA/NAPA
 JT1765  USGS QUAD   -  NAPA (1980)
 JT1765
 JT1765                         *CURRENT SURVEY CONTROL
 JT1765  ___________________________________________________________________
 JT1765* NAD 83(1986)-  38 15 18.     (N)    122 20 24.     (W)     SCALED    
 JT1765* NAVD 88     -        32.91   (+/-2cm)     108.0    (feet)  VERTCON   
 JT1765  ___________________________________________________________________
 JT1765  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1765  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1765
 JT1765.The horizontal coordinates were scaled from a topographic map and have
 JT1765.an estimated accuracy of +/- 6 seconds.
 JT1765
 JT1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1765.The vertical order pertains to the NGVD 29 superseded value.
 JT1765
 JT1765.The geoid height was determined by GEOID03.
 JT1765
 JT1765;                    North         East    Units  Estimated Accuracy
 JT1765;SPC CA 2     -   565,370.    1,970,240.      MT  (+/- 180 meters Scaled)
 JT1765
 JT1765                          SUPERSEDED SURVEY CONTROL
 JT1765
 JT1765  NGVD 29 (??/??/92)   32.146  (m)          105.47   (f) ADJ UNCH    1 1
 JT1765
 JT1765.Superseded values are not recommended for survey control.
 JT1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1765.See file dsdata.txt to determine how the superseded data were derived.
 JT1765
 JT1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577343(NAD 83)
 JT1765_MARKER: DD = SURVEY DISK
 JT1765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1765_SP_SET: MASSIVE STRUCTURE
 JT1765_MARK LOGO: CA2330
 JT1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1765
 JT1765  HISTORY     - Date     Condition        Report By
 JT1765  HISTORY     - 1971     MONUMENTED       CA2330
 JT1765
 JT1765                          STATION DESCRIPTION
 JT1765
 JT1765'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1765'ALONG HIGHWAY 121 (SONOMA) AT CARNEROS CREEK, IN NORTHWEST CORNER OF
 JT1765'BRIDGE, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1767 ***********************************************************************
 JT1767  DESIGNATION -  52 J
 JT1767  PID         -  JT1767
 JT1767  STATE/COUNTY-  CA/NAPA
 JT1767  USGS QUAD   -  NAPA (1980)
 JT1767
 JT1767                         *CURRENT SURVEY CONTROL
 JT1767  ___________________________________________________________________
 JT1767* NAD 83(1986)-  38 15 44.     (N)    122 18 02.     (W)     SCALED    
 JT1767* NAVD 88     -        11.40   (+/-2cm)      37.4    (feet)  VERTCON   
 JT1767  ___________________________________________________________________
 JT1767  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT1767  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1767
 JT1767.The horizontal coordinates were scaled from a topographic map and have
 JT1767.an estimated accuracy of +/- 6 seconds.
 JT1767
 JT1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1767.The vertical order pertains to the NGVD 29 superseded value.
 JT1767
 JT1767.The geoid height was determined by GEOID03.
 JT1767
 JT1767;                    North         East    Units  Estimated Accuracy
 JT1767;SPC CA 2     -   566,160.    1,973,700.      MT  (+/- 180 meters Scaled)
 JT1767
 JT1767                          SUPERSEDED SURVEY CONTROL
 JT1767
 JT1767  NGVD 29 (??/??/92)   10.65   (m)           34.9    (f) COMPUTED    1 1
 JT1767
 JT1767.Superseded values are not recommended for survey control.
 JT1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1767.See file dsdata.txt to determine how the superseded data were derived.
 JT1767
 JT1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH611351(NAD 83)
 JT1767_MARKER: DD = SURVEY DISK
 JT1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1767_SP_SET: CONCRETE POST
 JT1767_MARK LOGO: CA2330
 JT1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1767+STABILITY: SURFACE MOTION
 JT1767
 JT1767  HISTORY     - Date     Condition        Report By
 JT1767  HISTORY     - 1971     MONUMENTED       CA2330
 JT1767
 JT1767                          STATION DESCRIPTION
 JT1767
 JT1767'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1767'ALONG HIGHWAY 121 (SONOMA), 900 FT (274.3 M) NORTHWEST OF FOSTER ROAD,
 JT1767'EAST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1768 ***********************************************************************
 JT1768  DESIGNATION -  52 K
 JT1768  PID         -  JT1768
 JT1768  STATE/COUNTY-  CA/NAPA
 JT1768  USGS QUAD   -  NAPA (1980)
 JT1768
 JT1768                         *CURRENT SURVEY CONTROL
 JT1768  ___________________________________________________________________
 JT1768* NAD 83(1986)-  38 15 49.     (N)    122 17 59.     (W)     SCALED    
 JT1768* NAVD 88     -         6.40   (+/-2cm)      21.0    (feet)  VERTCON   
 JT1768  ___________________________________________________________________
 JT1768  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT1768  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1768
 JT1768.The horizontal coordinates were scaled from a topographic map and have
 JT1768.an estimated accuracy of +/- 6 seconds.
 JT1768
 JT1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1768.The vertical order pertains to the NGVD 29 superseded value.
 JT1768
 JT1768.The geoid height was determined by GEOID03.
 JT1768
 JT1768;                    North         East    Units  Estimated Accuracy
 JT1768;SPC CA 2     -   566,310.    1,973,770.      MT  (+/- 180 meters Scaled)
 JT1768
 JT1768                          SUPERSEDED SURVEY CONTROL
 JT1768
 JT1768  NGVD 29 (??/??/92)    5.64   (m)           18.5    (f) COMPUTED    1 1
 JT1768
 JT1768.Superseded values are not recommended for survey control.
 JT1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1768.See file dsdata.txt to determine how the superseded data were derived.
 JT1768
 JT1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612352(NAD 83)
 JT1768_MARKER: DD = SURVEY DISK
 JT1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1768_SP_SET: CONCRETE POST
 JT1768_MARK LOGO: CA2330
 JT1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1768+STABILITY: SURFACE MOTION
 JT1768
 JT1768  HISTORY     - Date     Condition        Report By
 JT1768  HISTORY     - 1971     MONUMENTED       CA2330
 JT1768
 JT1768                          STATION DESCRIPTION
 JT1768
 JT1768'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1768'ALONG HIGHWAY 121 (SONOMA) AT STATION 251+33, EAST OF EP, A WELL TYPE
 JT1768'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1769 ***********************************************************************
 JT1769  DESIGNATION -  52 L
 JT1769  PID         -  JT1769
 JT1769  STATE/COUNTY-  CA/NAPA
 JT1769  USGS QUAD   -  NAPA (1980)
 JT1769
 JT1769                         *CURRENT SURVEY CONTROL
 JT1769  ___________________________________________________________________
 JT1769* NAD 83(1986)-  38 16 13.     (N)    122 17 57.     (W)     SCALED    
 JT1769* NAVD 88     -         3.41   (+/-2cm)      11.2    (feet)  VERTCON   
 JT1769  ___________________________________________________________________
 JT1769  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JT1769  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1769
 JT1769.The horizontal coordinates were scaled from a topographic map and have
 JT1769.an estimated accuracy of +/- 6 seconds.
 JT1769
 JT1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1769.The vertical order pertains to the NGVD 29 superseded value.
 JT1769
 JT1769.The geoid height was determined by GEOID03.
 JT1769
 JT1769;                    North         East    Units  Estimated Accuracy
 JT1769;SPC CA 2     -   567,050.    1,973,820.      MT  (+/- 180 meters Scaled)
 JT1769
 JT1769                          SUPERSEDED SURVEY CONTROL
 JT1769
 JT1769  NGVD 29 (??/??/92)    2.65   (m)            8.7    (f) COMPUTED    1 1
 JT1769
 JT1769.Superseded values are not recommended for survey control.
 JT1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1769.See file dsdata.txt to determine how the superseded data were derived.
 JT1769
 JT1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613360(NAD 83)
 JT1769_MARKER: DD = SURVEY DISK
 JT1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1769_SP_SET: CONCRETE POST
 JT1769_MARK LOGO: CA2330
 JT1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1769+STABILITY: SURFACE MOTION
 JT1769
 JT1769  HISTORY     - Date     Condition        Report By
 JT1769  HISTORY     - 1971     MONUMENTED       CA2330
 JT1769
 JT1769                          STATION DESCRIPTION
 JT1769
 JT1769'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1769'ALONG HIGHWAY 121 (SONOMA), 2000 FT (609.6 M) NORTH OF STEWARTS DAIRY
 JT1769'DRIVEWAY, EAST OF EP, A CONCRETE WELL TYPE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1770 ***********************************************************************
 JT1770  DESIGNATION -  52 M
 JT1770  PID         -  JT1770
 JT1770  STATE/COUNTY-  CA/NAPA
 JT1770  USGS QUAD   -  NAPA (1980)
 JT1770
 JT1770                         *CURRENT SURVEY CONTROL
 JT1770  ___________________________________________________________________
 JT1770* NAD 83(1986)-  38 16 23.     (N)    122 17 58.     (W)     SCALED    
 JT1770* NAVD 88     -         3.18   (+/-2cm)      10.4    (feet)  VERTCON   
 JT1770  ___________________________________________________________________
 JT1770  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JT1770  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1770
 JT1770.The horizontal coordinates were scaled from a topographic map and have
 JT1770.an estimated accuracy of +/- 6 seconds.
 JT1770
 JT1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1770.The vertical order pertains to the NGVD 29 superseded value.
 JT1770
 JT1770.The geoid height was determined by GEOID03.
 JT1770
 JT1770;                    North         East    Units  Estimated Accuracy
 JT1770;SPC CA 2     -   567,360.    1,973,800.      MT  (+/- 180 meters Scaled)
 JT1770
 JT1770                          SUPERSEDED SURVEY CONTROL
 JT1770
 JT1770  NGVD 29 (??/??/92)    2.42   (m)            7.9    (f) COMPUTED    1 1
 JT1770
 JT1770.Superseded values are not recommended for survey control.
 JT1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1770.See file dsdata.txt to determine how the superseded data were derived.
 JT1770
 JT1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612363(NAD 83)
 JT1770_MARKER: DD = SURVEY DISK
 JT1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1770_SP_SET: CONCRETE POST
 JT1770_MARK LOGO: CA2330
 JT1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1770+STABILITY: SURFACE MOTION
 JT1770
 JT1770  HISTORY     - Date     Condition        Report By
 JT1770  HISTORY     - 1971     MONUMENTED       CA2330
 JT1770
 JT1770                          STATION DESCRIPTION
 JT1770
 JT1770'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1770'ALONG HIGHWAY 121 (SONOMA) AT NO. 2003, EAST OF EP AT DRIVEWAY TO
 JT1770'FIELD, A WELL TYPE CONCRETE MONUMENT WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1771 ***********************************************************************
 JT1771  DESIGNATION -  52 N
 JT1771  PID         -  JT1771
 JT1771  STATE/COUNTY-  CA/NAPA
 JT1771  USGS QUAD   -  NAPA (1980)
 JT1771
 JT1771                         *CURRENT SURVEY CONTROL
 JT1771  ___________________________________________________________________
 JT1771* NAD 83(1986)-  38 16 35.     (N)    122 17 57.     (W)     SCALED    
 JT1771* NAVD 88     -         5.81   (+/-2cm)      19.1    (feet)  VERTCON   
 JT1771  ___________________________________________________________________
 JT1771  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT1771  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1771
 JT1771.The horizontal coordinates were scaled from a topographic map and have
 JT1771.an estimated accuracy of +/- 6 seconds.
 JT1771
 JT1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1771.The vertical order pertains to the NGVD 29 superseded value.
 JT1771
 JT1771.The geoid height was determined by GEOID03.
 JT1771
 JT1771;                    North         East    Units  Estimated Accuracy
 JT1771;SPC CA 2     -   567,730.    1,973,820.      MT  (+/- 180 meters Scaled)
 JT1771
 JT1771                          SUPERSEDED SURVEY CONTROL
 JT1771
 JT1771  NGVD 29 (??/??/92)    5.04   (m)           16.5    (f) COMPUTED    1 1
 JT1771
 JT1771.Superseded values are not recommended for survey control.
 JT1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1771.See file dsdata.txt to determine how the superseded data were derived.
 JT1771
 JT1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613367(NAD 83)
 JT1771_MARKER: DD = SURVEY DISK
 JT1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1771_SP_SET: CONCRETE POST
 JT1771_MARK LOGO: CA2330
 JT1771_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1771+STABILITY: SURFACE MOTION
 JT1771
 JT1771  HISTORY     - Date     Condition        Report By
 JT1771  HISTORY     - 1971     MONUMENTED       CA2330
 JT1771
 JT1771                          STATION DESCRIPTION
 JT1771
 JT1771'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1771'ALONG GOLDEN GATE DRIVE, SOUTH END, 24 FT (7.3 M) EAST OF WEST CURB, A
 JT1771'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0536 ***********************************************************************
 FT0536  DESIGNATION -  52 RM
 FT0536  PID         -  FT0536
 FT0536  STATE/COUNTY-  CA/KERN
 FT0536  USGS QUAD   -  PEARSONVILLE (1982)
 FT0536
 FT0536                         *CURRENT SURVEY CONTROL
 FT0536  ___________________________________________________________________
 FT0536* NAD 83(1986)-  35 48 17.     (N)    117 48 00.     (W)     SCALED    
 FT0536* NAVD 88     -       700.987  (meters)    2299.82   (feet)  ADJUSTED  
 FT0536  ___________________________________________________________________
 FT0536  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FT0536  DYNAMIC HT  -         700.215 (meters)    2297.29  (feet)  COMP
 FT0536  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 FT0536
 FT0536  VERT ORDER  -  FIRST     CLASS II
 FT0536
 FT0536.The horizontal coordinates were scaled from a topographic map and have
 FT0536.an estimated accuracy of +/- 6 seconds.
 FT0536
 FT0536.The orthometric height was determined by differential leveling
 FT0536.and adjusted in June 1991.
 FT0536
 FT0536.The geoid height was determined by GEOID03.
 FT0536
 FT0536.The dynamic height is computed by dividing the NAVD 88
 FT0536.geopotential number by the normal gravity value computed on the
 FT0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0536.degrees latitude (g = 980.6199 gals.).
 FT0536
 FT0536.The modeled gravity was interpolated from observed gravity values.
 FT0536
 FT0536;                    North         East    Units  Estimated Accuracy
 FT0536;SPC CA 5     -   755,690.    2,018,080.      MT  (+/- 180 meters Scaled)
 FT0536
 FT0536                          SUPERSEDED SURVEY CONTROL
 FT0536
 FT0536  NGVD 29 (??/??/??)  700.24   (m)         2297.4    (f) RESET       3  
 FT0536
 FT0536.Superseded values are not recommended for survey control.
 FT0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0536.See file dsdata.txt to determine how the superseded data were derived.
 FT0536
 FT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV277625(NAD 83)
 FT0536_MARKER: DD = SURVEY DISK
 FT0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0536_STAMPING: 52 RM 1950
 FT0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0536+STABILITY: SURFACE MOTION
 FT0536
 FT0536  HISTORY     - Date     Condition        Report By
 FT0536  HISTORY     - 1950     MONUMENTED       USN
 FT0536  HISTORY     - 1950     GOOD             NGS
 FT0536
 FT0536                          STATION DESCRIPTION
 FT0536
 FT0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0536'12.3 MI NE FROM CHINA LAKE USN .
 FT0536'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0536'THE B-1 RANGE, JUST WEST OF THE B-1 AIR STRIP, AND IS ONE OF THE
 FT0536'STATIONS ON THE B-1 BASE LINE.  THE STATION IS A NAVAL ORDNANCE
 FT0536'DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE GROUND,
 FT0536'THE DISK IS STAMPED 52 RM 1950 AND IS 2 INCHES BELOW THE SURFACE
 FT0536'OF THE GROUND.  TO REACH FROM THE CONTROL TOWER OF THE B-1 AIR
 FT0536'STRIP GO WEST TO THE B-1 BASE LINE, TURN RIGHT, NORTH ALONG THE
 FT0536'BASE LINE OF THE STATION AS DESCRIBED.  DIRECTIONS TO REACH THE
 FT0536'B-1 BASE LINE CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0536'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0751 ***********************************************************************
 LU0751  DESIGNATION -  5209.2 USGS
 LU0751  PID         -  LU0751
 LU0751  STATE/COUNTY-  CA/TRINITY
 LU0751  USGS QUAD   -  BULLY CHOOP MTN (1982)
 LU0751
 LU0751                         *CURRENT SURVEY CONTROL
 LU0751  ___________________________________________________________________
 LU0751* NAD 83(1986)-  40 30 48.     (N)    122 47 17.     (W)     SCALED    
 LU0751* NAVD 88     -      1588.59   (+/-2cm)    5211.9    (feet)  VERTCON   
 LU0751  ___________________________________________________________________
 LU0751  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 LU0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0751
 LU0751.The horizontal coordinates were scaled from a topographic map and have
 LU0751.an estimated accuracy of +/- 6 seconds.
 LU0751
 LU0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0751.The vertical order pertains to the NGVD 29 superseded value.
 LU0751
 LU0751.The geoid height was determined by GEOID03.
 LU0751
 LU0751;                    North         East    Units  Estimated Accuracy
 LU0751;SPC CA 1     -   631,320.    1,933,220.      MT  (+/- 180 meters Scaled)
 LU0751
 LU0751                          SUPERSEDED SURVEY CONTROL
 LU0751
 LU0751  NGVD 29 (??/??/92) 1587.665  (m)         5208.86   (f) ADJ UNCH    2 0
 LU0751
 LU0751.Superseded values are not recommended for survey control.
 LU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0751.See file dsdata.txt to determine how the superseded data were derived.
 LU0751
 LU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK179847(NAD 83)
 LU0751_MARKER: S = SPIKE
 LU0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0751_SP_SET: TREE
 LU0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0751
 LU0751  HISTORY     - Date     Condition        Report By
 LU0751  HISTORY     - UNK      MONUMENTED       USGS
 LU0751  HISTORY     - 1949     GOOD             NGS
 LU0751
 LU0751                          STATION DESCRIPTION
 LU0751
 LU0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0751'19 MI W FROM ONO.
 LU0751'7.6 MILES SOUTHWEST ALONG THE PLATINA ROAD FROM THE POST OFFICE
 LU0751'AT ONO, THENCE 11.4 MILES NORTHWEST ALONG THE BULLY CHOOP ROAD,
 LU0751'25 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A PRIVATE
 LU0751'ROAD LEADING WEST, IN THE NORTH BASE OF A 20-INCH PINE TREE, 6
 LU0751'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT
 LU0751'HIGHER THAN THE ROAD, AND MARKED BY WHITE PAINTED NUMBERS 5209.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0262 ***********************************************************************
 DY0262  DESIGNATION -  522 C OF LB
 DY0262  PID         -  DY0262
 DY0262  STATE/COUNTY-  CA/LOS ANGELES
 DY0262  USGS QUAD   -  LONG BEACH (1981)
 DY0262
 DY0262                         *CURRENT SURVEY CONTROL
 DY0262  ___________________________________________________________________
 DY0262* NAD 83(1986)-  33 46 56.     (N)    118 13 38.     (W)     SCALED    
 DY0262* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 DY0262  ___________________________________________________________________
 DY0262  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0262
 DY0262.The horizontal coordinates were scaled from a topographic map and have
 DY0262.an estimated accuracy of +/- 6 seconds.
 DY0262
 DY0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0262.The vertical order pertains to the NGVD 29 superseded value.
 DY0262
 DY0262.The geoid height was determined by GEOID03.
 DY0262
 DY0262;                    North         East    Units  Estimated Accuracy
 DY0262;SPC CA 5     -   531,330.    1,978,950.      MT  (+/- 180 meters Scaled)
 DY0262
 DY0262                          SUPERSEDED SURVEY CONTROL
 DY0262
 DY0262  NGVD 29 (??/??/92)    1.426  (m)            4.68   (f) ADJ UNCH    1 2
 DY0262
 DY0262.Superseded values are not recommended for survey control.
 DY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0262.See file dsdata.txt to determine how the superseded data were derived.
 DY0262
 DY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT863386(NAD 83)
 DY0262_MARKER: Z = SEE DESCRIPTION
 DY0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0262_SP_SET: CONCRETE BASE
 DY0262_STAMPING: 522
 DY0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0262
 DY0262  HISTORY     - Date     Condition        Report By
 DY0262  HISTORY     - UNK      MONUMENTED       CA1970
 DY0262  HISTORY     - 1954     GOOD             NGS
 DY0262  HISTORY     - 1958     GOOD             NGS
 DY0262
 DY0262                          STATION DESCRIPTION
 DY0262
 DY0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0262'AT WILMINGTON.
 DY0262'IN LOS ANGELES, AT WILMINGTON, 0.9 MILE EAST ALONG ANAHEIM STREET
 DY0262'FROM THE INTERSECTION OF HENRY FORD AVENUE, 2.2 MILES WEST OF
 DY0262'THE INTERSECTION OF AMERICAN AVENUE AT LONG BEACH, NEAR THE EAST
 DY0262'SIDE OF TERMINAL ISLAND FREEWAY, AT THE WEST ONE OF FOUR STEEL
 DY0262'TOWERS BELONGING TO THE SOUTHERN CALIFORNIA EDISON COMPANY, IN THE
 DY0262'TOP OF THE CONCRETE BASE OF THE NORTHWEST LEG OF THE TOWER, 53.6
 DY0262'FEET SOUTH OF THE NORTH EDGE OF THE SOUTH CONCRETE GUTTER OF THE
 DY0262'STREET, 1.4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE,
 DY0262'1 1/2 FEET HIGHER THAN THE GROUND, AND ABOUT LEVEL WITH THE STREET.
 DY0262
 DY0262                          STATION RECOVERY (1958)
 DY0262
 DY0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0706 ***********************************************************************
 KT0706  DESIGNATION -  5235.3 USGS
 KT0706  PID         -  KT0706
 KT0706  STATE/COUNTY-  CA/TEHAMA
 KT0706  USGS QUAD   -  HALL RIDGE (1973)
 KT0706
 KT0706                         *CURRENT SURVEY CONTROL
 KT0706  ___________________________________________________________________
 KT0706* NAD 83(1986)-  39 49 07.     (N)    122 43 27.     (W)     SCALED    
 KT0706* NAVD 88     -      1597.53   (+/-2cm)    5241.2    (feet)  VERTCON   
 KT0706  ___________________________________________________________________
 KT0706  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 KT0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0706
 KT0706.The horizontal coordinates were scaled from a topographic map and have
 KT0706.an estimated accuracy of +/- 6 seconds.
 KT0706
 KT0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0706.The vertical order pertains to the NGVD 29 superseded value.
 KT0706
 KT0706.The geoid height was determined by GEOID03.
 KT0706
 KT0706;                    North         East    Units  Estimated Accuracy
 KT0706;SPC CA 1     -   554,140.    1,938,000.      MT  (+/- 180 meters Scaled)
 KT0706
 KT0706                          SUPERSEDED SURVEY CONTROL
 KT0706
 KT0706  NGVD 29 (??/??/92) 1596.558  (m)         5238.04   (f) ADJ UNCH    2 0
 KT0706
 KT0706.Superseded values are not recommended for survey control.
 KT0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0706.See file dsdata.txt to determine how the superseded data were derived.
 KT0706
 KT0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK236076(NAD 83)
 KT0706_MARKER: N = NAIL
 KT0706_SETTING: 66 = SET IN ROCK OUTCROP
 KT0706_SP_SET: ROCK OUTCROP
 KT0706_STAMPING: USGS BM
 KT0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0706+STABILITY: POSITION/ELEVATION WELL
 KT0706
 KT0706  HISTORY     - Date     Condition        Report By
 KT0706  HISTORY     - UNK      MONUMENTED       USGS
 KT0706  HISTORY     - 1940     GOOD             NGS
 KT0706
 KT0706                          STATION DESCRIPTION
 KT0706
 KT0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0706'17.8 MI SW FROM PASKENTA.
 KT0706'LOCATED 17.75 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0706'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0706'THE MENDOCINO NATL. FOREST-- ON POINT OF RIDGE 40 FEET SOUTH OF
 KT0706'THE CENTERLINE OF ROAD-- ABOUT 10 FEET BELOW THE ROAD LEVEL-- SET
 KT0706'IN THE TOP OF THE NORTH SIDE OF A VERTICAL ROCK OUT-CROP, ABOUT
 KT0706'2 FEET ABOVE THE GROUND-- ROCK OUT-CROP IS PAINTED U.S.B.M.
 KT0706'5235.3, (U.S.B.M. WITNESS POST IS SET BY B.M.).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0321 ***********************************************************************
 JS0321  DESIGNATION -  5240
 JS0321  PID         -  JS0321
 JS0321  STATE/COUNTY-  CA/TUOLUMNE
 JS0321  USGS QUAD   -  STRAWBERRY (1979)
 JS0321
 JS0321                         *CURRENT SURVEY CONTROL
 JS0321  ___________________________________________________________________
 JS0321* NAD 83(1986)-  38 11 43.     (N)    120 00 57.     (W)     SCALED    
 JS0321* NAVD 88     -      1598.980  (meters)    5245.99   (feet)  POSTED    
 JS0321  ___________________________________________________________________
 JS0321  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 JS0321  DYNAMIC HT  -        1597.340 (meters)    5240.61  (feet)  COMP
 JS0321  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 JS0321
 JS0321  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JS0321
 JS0321.The horizontal coordinates were scaled from a topographic map and have
 JS0321.an estimated accuracy of +/- 6 seconds.
 JS0321
 JS0321.The orthometric height was determined by differential leveling
 JS0321.and adjusted in October 2003.
 JS0321.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JS0321.rate of 1.1 thru 2.0 mm/km.
 JS0321
 JS0321.The geoid height was determined by GEOID03.
 JS0321
 JS0321.The dynamic height is computed by dividing the NAVD 88
 JS0321.geopotential number by the normal gravity value computed on the
 JS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0321.degrees latitude (g = 980.6199 gals.).
 JS0321
 JS0321.The modeled gravity was interpolated from observed gravity values.
 JS0321
 JS0321;                    North         East    Units  Estimated Accuracy
 JS0321;SPC CA 3     -   688,260.    2,042,410.      MT  (+/- 180 meters Scaled)
 JS0321
 JS0321                          SUPERSEDED SURVEY CONTROL
 JS0321
 JS0321  NGVD 29 (??/??/92) 1597.933  (m)         5242.55   (f) ADJ UNCH    1 2
 JS0321
 JS0321.Superseded values are not recommended for survey control.
 JS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0321.See file dsdata.txt to determine how the superseded data were derived.
 JS0321
 JS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH613316(NAD 83)
 JS0321_MARKER: P = PIPE CAP
 JS0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0321_STAMPING: 5243.024
 JS0321_MARK LOGO: USGS  
 JS0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0321
 JS0321  HISTORY     - Date     Condition        Report By
 JS0321  HISTORY     - UNK      MONUMENTED       USGS
 JS0321  HISTORY     - 1957     GOOD             CGS
 JS0321
 JS0321                          STATION DESCRIPTION
 JS0321
 JS0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JS0321'0.6 MI SW FROM STRAWBERRY.
 JS0321'0.1 MILE WEST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JS0321'AT STRAWBERRY, THENCE 0.5 MILE SOUTHWEST ALONG AN ASPHALT ROAD,
 JS0321'IN R 18 E, T 4 N, NEAR THE SOUTHEAST CORNER OF SECTION 17,
 JS0321'AT THE JUNCTION OF A FORMER ALIGNMENT OF STATE HIGHWAY 108,
 JS0321'AT THE OLD STRAWBERRY HOTEL YARD, 93 FEET NORTHWEST OF THE
 JS0321'CENTER LINE OF THE ROAD, 79 1/2 FEET NORTHEAST OF THE CENTER LINE
 JS0321'OF THE FORMER HIGHWAY, 46.8 FEET EAST OF THE SOUTH CORNER OF THE
 JS0321'HOTEL, 1.0 FOOT NORTHWEST OF A ROCK RETAINING WALL, ABOUT LEVEL
 JS0321'WITH THE FORMER HIGHWAY, FASTENED ON THE TOP OF AN IRON PIPE
 JS0321'WHICH IS ABOUT 1 FOOT UNDERGROUND, AND ACCESS HAD THRU A 4-INCH
 JS0321'CLAY PIPE WITH A SMALL FLAT ROCK COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0262 ***********************************************************************
 KS0262  DESIGNATION -  5240
 KS0262  PID         -  KS0262
 KS0262  STATE/COUNTY-  CA/PLACER
 KS0262  USGS QUAD   -  BUNKER HILL (1973)
 KS0262
 KS0262                         *CURRENT SURVEY CONTROL
 KS0262  ___________________________________________________________________
 KS0262* NAD 83(1986)-  39 04 09.     (N)    120 29 56.     (W)     SCALED    
 KS0262* NAVD 88     -      1598.19   (+/-2cm)    5243.4    (feet)  VERTCON   
 KS0262  ___________________________________________________________________
 KS0262  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KS0262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0262
 KS0262.The horizontal coordinates were scaled from a topographic map and have
 KS0262.an estimated accuracy of +/- 6 seconds.
 KS0262
 KS0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0262.The vertical order pertains to the NGVD 29 superseded value.
 KS0262
 KS0262.The geoid height was determined by GEOID03.
 KS0262
 KS0262;                    North         East    Units  Estimated Accuracy
 KS0262;SPC CA 2     -   656,760.    2,129,890.      MT  (+/- 180 meters Scaled)
 KS0262
 KS0262                          SUPERSEDED SURVEY CONTROL
 KS0262
 KS0262  NGVD 29 (??/??/??) 1597.169  (m)         5240.05   (f) ADJUSTED    2 0
 KS0262
 KS0262.Superseded values are not recommended for survey control.
 KS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0262.See file dsdata.txt to determine how the superseded data were derived.
 KS0262
 KS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ163274(NAD 83)
 KS0262_MARKER: N = NAIL
 KS0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0262_SP_SET: TREE
 KS0262_MARK LOGO: USFS  
 KS0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0262
 KS0262  HISTORY     - Date     Condition        Report By
 KS0262  HISTORY     - UNK      MONUMENTED       USFS
 KS0262  HISTORY     - 1952     GOOD             CGS
 KS0262
 KS0262                          STATION DESCRIPTION
 KS0262
 KS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0262'37.6 MI NE FROM GEORGETOWN.
 KS0262'8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE
 KS0262'POST OFFICE AT GEORGETOWN, THENCE 29.1 MILES NORTHEAST ALONG THE
 KS0262'RALSTON RIDGE ROAD, 36.6 MILES SOUTHWEST OF SODA SPRINGS, 6.9
 KS0262'MILES NORTHEAST OF BRUSHY SPRINGS GUARD STATION, IN A CUT IN THE
 KS0262'ROOT AT THE BASE OF A CEDAR TREE, 23 1/2 FEET EAST OF THE CENTER
 KS0262'LINE OF THE ROAD, 21 1/2 FEET SOUTHEAST OF A PINE TREE WITH A
 KS0262'SECTION CORNER LOCATION TAG, ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0691 ***********************************************************************
 KT0691  DESIGNATION -  5241.7 USGS
 KT0691  PID         -  KT0691
 KT0691  STATE/COUNTY-  CA/TEHAMA
 KT0691  USGS QUAD   -  LOG SPRING (1967)
 KT0691
 KT0691                         *CURRENT SURVEY CONTROL
 KT0691  ___________________________________________________________________
 KT0691* NAD 83(1986)-  39 50 03.     (N)    122 51 23.     (W)     SCALED    
 KT0691* NAVD 88     -      1599.53   (+/-2cm)    5247.8    (feet)  VERTCON   
 KT0691  ___________________________________________________________________
 KT0691  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 KT0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0691
 KT0691.The horizontal coordinates were scaled from a topographic map and have
 KT0691.an estimated accuracy of +/- 6 seconds.
 KT0691
 KT0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0691.The vertical order pertains to the NGVD 29 superseded value.
 KT0691
 KT0691.The geoid height was determined by GEOID03.
 KT0691
 KT0691;                    North         East    Units  Estimated Accuracy
 KT0691;SPC CA 1     -   555,970.    1,926,690.      MT  (+/- 180 meters Scaled)
 KT0691
 KT0691                          SUPERSEDED SURVEY CONTROL
 KT0691
 KT0691  NGVD 29 (??/??/92) 1598.527  (m)         5244.50   (f) ADJ UNCH    2 0
 KT0691
 KT0691.Superseded values are not recommended for survey control.
 KT0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0691.See file dsdata.txt to determine how the superseded data were derived.
 KT0691
 KT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK122093(NAD 83)
 KT0691_MARKER: N = NAIL
 KT0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0691_SP_SET: TREE
 KT0691_STAMPING: BM USGS
 KT0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0691
 KT0691  HISTORY     - Date     Condition        Report By
 KT0691  HISTORY     - UNK      MONUMENTED       USGS
 KT0691  HISTORY     - 1940     GOOD             NGS
 KT0691
 KT0691                          STATION DESCRIPTION
 KT0691
 KT0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0691'27.6 MI SW FROM PASKENTA.
 KT0691'LOCATED 27.6 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0691'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0691'THE MENDOCINO NATL. FOREST-- 15 FEET NORTH OF THE CENTERLINE OF
 KT0691'ROAD-- COPPER NAIL AND WASER SET IN THE BASE OF 50 IN YELLOW
 KT0691'PINE, AND PAINTED U.S.B.M. 5241.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0383 ***********************************************************************
 FU0383  DESIGNATION -  5245 USGS
 FU0383  PID         -  FU0383
 FU0383  STATE/COUNTY-  CA/KERN
 FU0383  USGS QUAD   -  WALKER PASS (1994)
 FU0383
 FU0383                         *CURRENT SURVEY CONTROL
 FU0383  ___________________________________________________________________
 FU0383* NAD 83(1986)-  35 39 46.     (N)    118 01 37.     (W)     SCALED    
 FU0383* NAVD 88     -      1599.94   (+/-2cm)    5249.1    (feet)  VERTCON   
 FU0383  ___________________________________________________________________
 FU0383  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FU0383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU0383
 FU0383.The horizontal coordinates were scaled from a topographic map and have
 FU0383.an estimated accuracy of +/- 6 seconds.
 FU0383
 FU0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0383.The vertical order pertains to the NGVD 29 superseded value.
 FU0383
 FU0383.The geoid height was determined by GEOID03.
 FU0383
 FU0383;                    North         East    Units  Estimated Accuracy
 FU0383;SPC CA 5     -   739,920.    1,997,560.      MT  (+/- 180 meters Scaled)
 FU0383
 FU0383                          SUPERSEDED SURVEY CONTROL
 FU0383
 FU0383  NGVD 29 (??/??/92) 1598.961  (m)         5245.92   (f) ADJ UNCH    2 0
 FU0383
 FU0383.Superseded values are not recommended for survey control.
 FU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0383.See file dsdata.txt to determine how the superseded data were derived.
 FU0383
 FU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV070470(NAD 83)
 FU0383_MARKER: DD = SURVEY DISK
 FU0383_SETTING: 66 = SET IN ROCK OUTCROP
 FU0383_SP_SET: TRIANGULAR SHAPED ROCK
 FU0383_STAMPING: 5245 BB
 FU0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0383+STABILITY: POSITION/ELEVATION WELL
 FU0383
 FU0383  HISTORY     - Date     Condition        Report By
 FU0383  HISTORY     - UNK      MONUMENTED       USGS
 FU0383  HISTORY     - 1935     GOOD             NGS
 FU0383  HISTORY     - 1952     GOOD             NGS
 FU0383
 FU0383                          STATION DESCRIPTION
 FU0383
 FU0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FU0383'15.5 MI W FROM INYOKERN.
 FU0383'15.5 MILES WEST ALONG THE BAKERSFIELD ROAD FROM INYOKERN, KERN
 FU0383'COUNTY, ON STATE HIGHWAY 178, AT THE SUMMIT OF WALKER PASS, 36
 FU0383'FEET EAST OF HIGHWAY SIGN KER 57 L AND KER 57 K, 29 FEET SOUTH
 FU0383'OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A 2-BY 2-FOOT
 FU0383'TRIANGULAR-SHAPED GRANITE ROCK.  A UNITED STATES GEOLOGICAL
 FU0383'SURVEY STANDARD DISK, STAMPED 5245 BB.
 FU0383
 FU0383                          STATION RECOVERY (1952)
 FU0383
 FU0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FU0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1560 ***********************************************************************
 EW1560  DESIGNATION -  525.490 C OF LA
 EW1560  PID         -  EW1560
 EW1560  STATE/COUNTY-  CA/LOS ANGELES
 EW1560  USGS QUAD   -  HOLLYWOOD (1994)
 EW1560
 EW1560                         *CURRENT SURVEY CONTROL
 EW1560  ___________________________________________________________________
 EW1560* NAD 83(1986)-  34 06 32.     (N)    118 18 08.     (W)     SCALED    
 EW1560* NAVD 88     -       160.98   (+/-2cm)     528.1    (feet)  VERTCON   
 EW1560  ___________________________________________________________________
 EW1560  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW1560  VERT ORDER  -  THIRD (See Below)
 EW1560
 EW1560.The horizontal coordinates were scaled from a topographic map and have
 EW1560.an estimated accuracy of +/- 6 seconds.
 EW1560
 EW1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1560.The vertical order pertains to the NGVD 29 superseded value.
 EW1560
 EW1560.The geoid height was determined by GEOID03.
 EW1560
 EW1560;                    North         East    Units  Estimated Accuracy
 EW1560;SPC CA 5     -   567,580.    1,972,120.      MT  (+/- 180 meters Scaled)
 EW1560
 EW1560                          SUPERSEDED SURVEY CONTROL
 EW1560
 EW1560  NGVD 29 (??/??/??)  160.19   (m)          525.6    (f) RESET       3  
 EW1560
 EW1560.Superseded values are not recommended for survey control.
 EW1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1560.See file dsdata.txt to determine how the superseded data were derived.
 EW1560
 EW1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798749(NAD 83)
 EW1560_MARKER: S = SPIKE
 EW1560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1560_SP_SET: CATCH BASIN
 EW1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1560
 EW1560  HISTORY     - Date     Condition        Report By
 EW1560  HISTORY     - UNK      MONUMENTED       CA1980
 EW1560  HISTORY     - 1945     GOOD             NGS
 EW1560  HISTORY     - 1966     GOOD             NGS
 EW1560
 EW1560                          STATION DESCRIPTION
 EW1560
 EW1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1560'AT LOS ANGELES.
 EW1560'AT LOS ANGELES AT THE INTERSECTION OF LOS FELIZ BLVD. AND
 EW1560'NOTTINGHAM AVENUE, AND IN THE NORTH CURB OF LOS FELIZ BLVD.,
 EW1560'37.2 FEET WEST OF THE WEST CURBLINE OF NOTTINGHAM AVENUE AND
 EW1560'IN THE EAST END OF A CATCH BASIN.  A CUT SPIKE SET IN CONCRETE.
 EW1560
 EW1560                          STATION RECOVERY (1966)
 EW1560
 EW1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0257 ***********************************************************************
 KS0257  DESIGNATION -  5255
 KS0257  PID         -  KS0257
 KS0257  STATE/COUNTY-  CA/PLACER
 KS0257  USGS QUAD   -  BUNKER HILL (1973)
 KS0257
 KS0257                         *CURRENT SURVEY CONTROL
 KS0257  ___________________________________________________________________
 KS0257* NAD 83(1986)-  39 05 36.     (N)    120 29 05.     (W)     SCALED    
 KS0257* NAVD 88     -      1602.82   (+/-2cm)    5258.6    (feet)  VERTCON   
 KS0257  ___________________________________________________________________
 KS0257  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 KS0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0257
 KS0257.The horizontal coordinates were scaled from a topographic map and have
 KS0257.an estimated accuracy of +/- 6 seconds.
 KS0257
 KS0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0257.The vertical order pertains to the NGVD 29 superseded value.
 KS0257
 KS0257.The geoid height was determined by GEOID03.
 KS0257
 KS0257;                    North         East    Units  Estimated Accuracy
 KS0257;SPC CA 2     -   659,460.    2,131,070.      MT  (+/- 180 meters Scaled)
 KS0257
 KS0257                          SUPERSEDED SURVEY CONTROL
 KS0257
 KS0257  NGVD 29 (??/??/??) 1601.762  (m)         5255.11   (f) ADJUSTED    2 0
 KS0257
 KS0257.Superseded values are not recommended for survey control.
 KS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0257.See file dsdata.txt to determine how the superseded data were derived.
 KS0257
 KS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ175301(NAD 83)
 KS0257_MARKER: N = NAIL
 KS0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0257_SP_SET: TREE
 KS0257_MARK LOGO: USFS  
 KS0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0257
 KS0257  HISTORY     - Date     Condition        Report By
 KS0257  HISTORY     - UNK      MONUMENTED       USFS
 KS0257  HISTORY     - 1952     GOOD             CGS
 KS0257
 KS0257                          STATION DESCRIPTION
 KS0257
 KS0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0257'34.5 MI SW FROM SODA SPRINGS.
 KS0257'0.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0257'SODA SPRINGS, THENCE 34.25 MILES SOUTHWEST ALONG THE SODA
 KS0257'SPRINGS-FRENCH MEADOWS AND RALSTON RIDGE ROADS, IN A CUT-OUT
 KS0257'PLACE IN THE ROOT AT THE BASE OF A 60-INCH SUGAR PINE TREE,
 KS0257'27.0 FEET SOUTHWEST OF A ROCKY WASH, 7.0 FEET NORTHWEST OF THE
 KS0257'CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD,
 KS0257'AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5255 B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3499 ***********************************************************************
 GU3499  DESIGNATION -  5258
 GU3499  PID         -  GU3499
 GU3499  STATE/COUNTY-  CA/SAN BENITO
 GU3499  USGS QUAD   -  SAN BENITO MTN (1984)
 GU3499
 GU3499                         *CURRENT SURVEY CONTROL
 GU3499  ___________________________________________________________________
 GU3499* NAD 83(1992)-  36 22 10.48537(N)    120 38 40.76824(W)     ADJUSTED  
 GU3499* NAVD 88     -      1605.34   (+/-2cm)    5266.9    (feet)  VERTCON   
 GU3499  ___________________________________________________________________
 GU3499  EPOCH DATE  -        1991.35
 GU3499  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 GU3499  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 GU3499  HORZ ORDER  -  SECOND
 GU3499  VERT ORDER  -  THIRD ? (See Below)
 GU3499
 GU3499.The horizontal coordinates were established by classical geodetic methods
 GU3499.and adjusted by the National Geodetic Survey in June 1996.
 GU3499.The horizontal coordinates are valid at the epoch date displayed above.
 GU3499.The epoch date for horizontal control is a decimal equivalence
 GU3499.of Year/Month/Day.
 GU3499
 GU3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU3499.The vertical order pertains to the NGVD 29 superseded value.
 GU3499
 GU3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU3499
 GU3499.The geoid height was determined by GEOID03.
 GU3499
 GU3499;                    North         East     Units Scale Factor Converg.
 GU3499;SPC CA 4     -   616,246.793 1,852,421.057   MT  0.99995071   -0 58 52.3
 GU3499;SPC CA 4     - 2,021,803.02  6,077,484.75   sFT  0.99995071   -0 58 52.3
 GU3499;UTM  10      - 4,027,517.784   711,304.303   MT  1.00015015   +1 23 50.0
 GU3499
 GU3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU3499!SPC CA 4     -   0.99975318  x   0.99995071  =   0.99970390
 GU3499!UTM  10      -   0.99975318  x   1.00015015  =   0.99990329
 GU3499
 GU3499                          SUPERSEDED SURVEY CONTROL
 GU3499
 GU3499  NAD 83(1992)-  36 22 10.49274(N)    120 38 40.76126(W) AD(1991.35) 2
 GU3499  NAD 83(1986)-  36 22 10.48903(N)    120 38 40.77548(W) AD(1984.00) 2
 GU3499  NAD 27      -  36 22 10.64984(N)    120 38 37.16763(W) AD(       ) 2
 GU3499  NGVD 29 (07/19/86) 1604.24   (m)         5263.2    (f) LEVELING    3  
 GU3499
 GU3499.Superseded values are not recommended for survey control.
 GU3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3499.See file dsdata.txt to determine how the superseded data were derived.
 GU3499
 GU3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1130427518(NAD 83)
 GU3499
 GU3499  HISTORY     - Date     Condition        Report By
 GU3499  HISTORY     - 1931     MONUMENTED       USGS
 GU3499  HISTORY     - 1962     SEE DESCRIPTION  CGS
 GU3499  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GU3499
 GU3499                          STATION DESCRIPTION
 GU3499
 GU3499'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (JB)
 GU3499'ABOUT 5 MILES SOUTH OF IDRIA, ON HIGHEST POINT OF SAN BENITO
 GU3499'MOUNTAIN.  MARKED BY UNITED STATES GEOLOGICAL SURVEY TRIANGULATION
 GU3499'TABLET CEMENTED IN SOLID ROCK.  STATION SAN BENITO IS 15.20
 GU3499'METERS (49.9 FEET) FROM STATION IN AZIMUTH 217 DEG 29 MIN.
 GU3499
 GU3499                          STATION RECOVERY (1962)
 GU3499
 GU3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GU3499'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND APPEARED
 GU3499'TO BE IN ITS ORIGINAL POSITION.  THE DISTANCE TO TRIANGULATION
 GU3499'STATION SAN BENITO 1931 DID NOT AGREE WITH EITHER 1931 OR 1961
 GU3499'MEASUREMENTS.  THE HORIZONTAL MEASUREMENT TO SAN BENITO 1931
 GU3499'IS 49.68 FEET OR 15.143 METERS NORTHEAST.
 GU3499
 GU3499                          STATION RECOVERY (1971)
 GU3499
 GU3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 GU3499'THE MARK WAS RECOVERED AS DESCRIBED, THE DISTANCE AND DIRECTION
 GU3499'COMPARED FAVORABLY WITH THE 1962 DATA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0260 ***********************************************************************
 KS0260  DESIGNATION -  5259
 KS0260  PID         -  KS0260
 KS0260  STATE/COUNTY-  CA/PLACER
 KS0260  USGS QUAD   -  BUNKER HILL (1973)
 KS0260
 KS0260                         *CURRENT SURVEY CONTROL
 KS0260  ___________________________________________________________________
 KS0260* NAD 83(1986)-  39 04 41.     (N)    120 29 47.     (W)     SCALED    
 KS0260* NAVD 88     -      1604.12   (+/-2cm)    5262.9    (feet)  VERTCON   
 KS0260  ___________________________________________________________________
 KS0260  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KS0260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0260
 KS0260.The horizontal coordinates were scaled from a topographic map and have
 KS0260.an estimated accuracy of +/- 6 seconds.
 KS0260
 KS0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0260.The vertical order pertains to the NGVD 29 superseded value.
 KS0260
 KS0260.The geoid height was determined by GEOID03.
 KS0260
 KS0260;                    North         East    Units  Estimated Accuracy
 KS0260;SPC CA 2     -   657,750.    2,130,090.      MT  (+/- 180 meters Scaled)
 KS0260
 KS0260                          SUPERSEDED SURVEY CONTROL
 KS0260
 KS0260  NGVD 29 (??/??/??) 1603.089  (m)         5259.47   (f) ADJUSTED    2 0
 KS0260
 KS0260.Superseded values are not recommended for survey control.
 KS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0260.See file dsdata.txt to determine how the superseded data were derived.
 KS0260
 KS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ165284(NAD 83)
 KS0260_MARKER: N = NAIL
 KS0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0260_SP_SET: TREE
 KS0260_MARK LOGO: USFS  
 KS0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0260
 KS0260  HISTORY     - Date     Condition        Report By
 KS0260  HISTORY     - UNK      MONUMENTED       USFS
 KS0260  HISTORY     - 1952     GOOD             CGS
 KS0260
 KS0260                          STATION DESCRIPTION
 KS0260
 KS0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0260'36 MI SW FROM SODA SPRINGS.
 KS0260'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0260'SODA SPRINGS, THENCE 35.7 MILES SOUTHWEST ALONG THE SODA
 KS0260'SPRINGS-FRENCH MEADOWS AND RALSTON RIDGE ROADS, IN THE TOP OF A
 KS0260'CUT-OUT PLACE IN THE ROOT AT THE BASE OF THE WEST SIDE OF A SUGAR
 KS0260'PINE TREE, 25.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A CATTLE
 KS0260'GUARD, 23.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 KS0260'ABOUT 4.0 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 KS0260'PAINTED LETTERS AND NUMBERS USFS 5259 ON THE OUTSIDE OF THE
 KS0260'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0340 ***********************************************************************
 LT0340  DESIGNATION -  5266.5 USGS
 LT0340  PID         -  LT0340
 LT0340  STATE/COUNTY-  CA/TEHAMA
 LT0340  USGS QUAD   -  MINERAL (1995)
 LT0340
 LT0340                         *CURRENT SURVEY CONTROL
 LT0340  ___________________________________________________________________
 LT0340* NAD 83(1986)-  40 19 29.     (N)    121 34 40.     (W)     SCALED    
 LT0340* NAVD 88     -      1606.999  (meters)    5272.30   (feet)  ADJUSTED  
 LT0340  ___________________________________________________________________
 LT0340  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 LT0340  DYNAMIC HT  -        1605.724 (meters)    5268.11  (feet)  COMP
 LT0340  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 LT0340
 LT0340  VERT ORDER  -  SECOND    CLASS 0
 LT0340
 LT0340.The horizontal coordinates were scaled from a topographic map and have
 LT0340.an estimated accuracy of +/- 6 seconds.
 LT0340
 LT0340.The orthometric height was determined by differential leveling
 LT0340.and adjusted in June 1991.
 LT0340
 LT0340.The geoid height was determined by GEOID03.
 LT0340
 LT0340.The dynamic height is computed by dividing the NAVD 88
 LT0340.geopotential number by the normal gravity value computed on the
 LT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0340.degrees latitude (g = 980.6199 gals.).
 LT0340
 LT0340.The modeled gravity was interpolated from observed gravity values.
 LT0340
 LT0340;                    North         East    Units  Estimated Accuracy
 LT0340;SPC CA 1     -   610,170.    2,035,880.      MT  (+/- 180 meters Scaled)
 LT0340
 LT0340                          SUPERSEDED SURVEY CONTROL
 LT0340
 LT0340  NGVD 29 (??/??/??) 1605.992  (m)         5268.99   (f) ADJUSTED    2 0
 LT0340
 LT0340.Superseded values are not recommended for survey control.
 LT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0340.See file dsdata.txt to determine how the superseded data were derived.
 LT0340
 LT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK208647(NAD 83)
 LT0340_MARKER: N = NAIL
 LT0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0340_SP_SET: TREE
 LT0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0340
 LT0340  HISTORY     - Date     Condition        Report By
 LT0340  HISTORY     - UNK      MONUMENTED       USGS
 LT0340  HISTORY     - 1934     GOOD             NGS
 LT0340
 LT0340                          STATION DESCRIPTION
 LT0340
 LT0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0340'2.5 MI E FROM MINERAL.
 LT0340'2.5 MILES EAST ALONG STATE HIGHWAY 36 FROM MINERAL, TEHAMA
 LT0340'COUNTY, AT A SUMMIT, ON THE SOUTH SIDE OF THE HIGHWAY, 25 FEET
 LT0340'SOUTH OF A STATE SNOW GAGE, AND IN THE ROOT OF A FIR TREE.  A
 LT0340'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1555 ***********************************************************************
 EW1555  DESIGNATION -  527.065 C OF LA
 EW1555  PID         -  EW1555
 EW1555  STATE/COUNTY-  CA/LOS ANGELES
 EW1555  USGS QUAD   -  HOLLYWOOD (1994)
 EW1555
 EW1555                         *CURRENT SURVEY CONTROL
 EW1555  ___________________________________________________________________
 EW1555* NAD 83(1986)-  34 06 32.     (N)    118 18 14.     (W)     SCALED    
 EW1555* NAVD 88     -       161.45   (+/-2cm)     529.7    (feet)  VERTCON   
 EW1555  ___________________________________________________________________
 EW1555  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EW1555  VERT ORDER  -  THIRD (See Below)
 EW1555
 EW1555.The horizontal coordinates were scaled from a topographic map and have
 EW1555.an estimated accuracy of +/- 6 seconds.
 EW1555
 EW1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1555.The vertical order pertains to the NGVD 29 superseded value.
 EW1555
 EW1555.The geoid height was determined by GEOID03.
 EW1555
 EW1555;                    North         East    Units  Estimated Accuracy
 EW1555;SPC CA 5     -   567,580.    1,971,960.      MT  (+/- 180 meters Scaled)
 EW1555
 EW1555                          SUPERSEDED SURVEY CONTROL
 EW1555
 EW1555  NGVD 29 (??/??/??)  160.66   (m)          527.1    (f) RESET       3  
 EW1555
 EW1555.Superseded values are not recommended for survey control.
 EW1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1555.See file dsdata.txt to determine how the superseded data were derived.
 EW1555
 EW1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT797749(NAD 83)
 EW1555_MARKER: S = SPIKE
 EW1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1555_SP_SET: CULVERT
 EW1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1555
 EW1555  HISTORY     - Date     Condition        Report By
 EW1555  HISTORY     - UNK      MONUMENTED       CA1980
 EW1555  HISTORY     - 1945     GOOD             NGS
 EW1555  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1555
 EW1555                          STATION DESCRIPTION
 EW1555
 EW1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1555'AT LOS ANGELES.
 EW1555'AT LOS ANGELES AT THE INTERSECTION OF LOS FELIZ BLVD. AND
 EW1555'DE MILLE DRIVE, 9.0 FEET WEST OF THE WEST CURB LINE OF DE MILLE
 EW1555'DRIVE AND 40.0 FEET NORTH OF THE NORTH CURB OF LOS FELIZ BLVD,
 EW1555'AND IN THE CENTER OF A CULVERT HEADWALL JUST NORTH OF THE
 EW1555'SIDEWALK WHICH PARALLELS LOS FELIZ BLVD.  A CUT SPIKE SET IN
 EW1555'CONCRETE.
 EW1555
 EW1555                          STATION RECOVERY (1966)
 EW1555
 EW1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1184 ***********************************************************************
 KS1184  DESIGNATION -  527.5 USGS
 KS1184  PID         -  KS1184
 KS1184  STATE/COUNTY-  CA/BUTTE
 KS1184  USGS QUAD   -  OROVILLE (1970)
 KS1184
 KS1184                         *CURRENT SURVEY CONTROL
 KS1184  ___________________________________________________________________
 KS1184* NAD 83(1986)-  39 35 59.     (N)    121 35 48.     (W)     SCALED    
 KS1184* NAVD 88     -       161.606  (meters)     530.20   (feet)  ADJUSTED  
 KS1184  ___________________________________________________________________
 KS1184  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 KS1184  DYNAMIC HT  -         161.514 (meters)     529.90  (feet)  COMP
 KS1184  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 KS1184
 KS1184  VERT ORDER  -  FIRST     CLASS II
 KS1184
 KS1184.The horizontal coordinates were scaled from a topographic map and have
 KS1184.an estimated accuracy of +/- 6 seconds.
 KS1184
 KS1184.The orthometric height was determined by differential leveling
 KS1184.and adjusted in June 1991.
 KS1184
 KS1184.The geoid height was determined by GEOID03.
 KS1184
 KS1184.The dynamic height is computed by dividing the NAVD 88
 KS1184.geopotential number by the normal gravity value computed on the
 KS1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1184.degrees latitude (g = 980.6199 gals.).
 KS1184
 KS1184.The modeled gravity was interpolated from observed gravity values.
 KS1184
 KS1184;                    North         East    Units  Estimated Accuracy
 KS1184;SPC CA 2     -   714,660.    2,034,640.      MT  (+/- 180 meters Scaled)
 KS1184
 KS1184                          SUPERSEDED SURVEY CONTROL
 KS1184
 KS1184  NGVD 29 (??/??/??)  160.877  (m)          527.81   (f) ADJUSTED    1 2
 KS1184
 KS1184.Superseded values are not recommended for survey control.
 KS1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1184.See file dsdata.txt to determine how the superseded data were derived.
 KS1184
 KS1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ204842(NAD 83)
 KS1184_MARKER: S = SPIKE
 KS1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS1184_SP_SET: HEAD WALL
 KS1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1184
 KS1184  HISTORY     - Date     Condition        Report By
 KS1184  HISTORY     - UNK      MONUMENTED       USGS
 KS1184  HISTORY     - 1956     GOOD             NGS
 KS1184  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS1184
 KS1184                          STATION DESCRIPTION
 KS1184
 KS1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KS1184'2.5 MI NE FROM WICKS CORNER.
 KS1184'2.5 MILE NORTHEAST ALONG ORO PENTZ MAGALIA ROAD FROM THE BILL
 KS1184'CARSON TEXACO SERVICE STATION AT WICKS CORNER, IN R3E, T20N,
 KS1184'AT THE Y JUNCTION OF A GRAVELED ROAD LEADING EAST THENCE SOUTH,
 KS1184'64.3 FEET SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE
 KS1184'HEAD WALL OF A BRIDGE OVER GOLD RUN CREEK, 51 FEET EAST OF
 KS1184'THE CENTER LINE OF THE ORO PENTZ MAGALIA ROAD, 40 1/2 FEET NORTH
 KS1184'OF THE CENTER LINE OF THE GRAVELED ROAD, 0.8 FOOT HIGHER THAN
 KS1184'THE GROUND, AND DRIVEN IN THE BASE OF POWER LINE POLE 7.
 KS1184
 KS1184                          STATION RECOVERY (2004)
 KS1184
 KS1184'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2631 ***********************************************************************
 EV2631  DESIGNATION -  5274.68
 EV2631  PID         -  EV2631
 EV2631  STATE/COUNTY-  CA/LOS ANGELES
 EV2631  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2631
 EV2631                         *CURRENT SURVEY CONTROL
 EV2631  ___________________________________________________________________
 EV2631* NAD 83(1986)-  34 18 44.     (N)    117 50 45.     (W)     SCALED    
 EV2631* NAVD 88     -      1609.042  (meters)    5279.00   (feet)  READJUSTED
 EV2631  ___________________________________________________________________
 EV2631  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EV2631  DYNAMIC HT  -        1606.940 (meters)    5272.10  (feet)  COMP
 EV2631  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 EV2631
 EV2631  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2631
 EV2631.The horizontal coordinates were scaled from a topographic map and have
 EV2631.an estimated accuracy of +/- 6 seconds.
 EV2631
 EV2631.The orthometric height was determined by differential leveling
 EV2631.and adjusted in February 1993.
 EV2631.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2631.distribution rate of 0.0 thru 1.0 mm/km.
 EV2631.The height was derived from older observations constrained to new
 EV2631.heights in a crustal motion area.  The height is approximate in
 EV2631.relation to other heights in its vicinity.
 EV2631
 EV2631.The geoid height was determined by GEOID03.
 EV2631
 EV2631.The dynamic height is computed by dividing the NAVD 88
 EV2631.geopotential number by the normal gravity value computed on the
 EV2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2631.degrees latitude (g = 980.6199 gals.).
 EV2631
 EV2631.The modeled gravity was interpolated from observed gravity values.
 EV2631
 EV2631;                    North         East    Units  Estimated Accuracy
 EV2631;SPC CA 5     -   590,110.    2,014,190.      MT  (+/- 180 meters Scaled)
 EV2631
 EV2631                          SUPERSEDED SURVEY CONTROL
 EV2631
 EV2631  NGVD 29 (??/??/92) 1608.052  (m)         5275.75   (f) ADJ UNCH    1 1
 EV2631
 EV2631.Superseded values are not recommended for survey control.
 EV2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2631.See file dsdata.txt to determine how the superseded data were derived.
 EV2631
 EV2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221970(NAD 83)
 EV2631_MARKER: DD = SURVEY DISK
 EV2631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2631_SP_SET: CULVERT
 EV2631_STAMPING: 5274.68
 EV2631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2631
 EV2631  HISTORY     - Date     Condition        Report By
 EV2631  HISTORY     - UNK      MONUMENTED       CADH
 EV2631  HISTORY     - 1971     GOOD             NGS
 EV2631  HISTORY     - 1977     GOOD             NGS
 EV2631
 EV2631                          STATION DESCRIPTION
 EV2631
 EV2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2631'23.8 MI N FROM AZUSA.
 EV2631'23.75 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,
 EV2631'TOPEKA AND SANTA FE RAILWAY STATION AT AZUSA, IN THE TOP AND 14.9
 EV2631'FEET WEST OF THE EAST END OF THE NORTH CONCRETE AND MASONRY
 EV2631'HEAD WALL OF CULVERT B-286+44, 63 FEET NORTH OF THE CENTER LINE
 EV2631'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 EV2631
 EV2631                          STATION RECOVERY (1977)
 EV2631
 EV2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0275 ***********************************************************************
 HR0275  DESIGNATION -  5277
 HR0275  PID         -  HR0275
 HR0275  STATE/COUNTY-  CA/MONO
 HR0275  USGS QUAD   -  BENTON (1994)
 HR0275
 HR0275                         *CURRENT SURVEY CONTROL
 HR0275  ___________________________________________________________________
 HR0275* NAD 83(1986)-  37 46 32.     (N)    118 27 46.     (W)     SCALED    
 HR0275* NAVD 88     -      1606.01   (+/-2cm)    5269.1    (feet)  VERTCON   
 HR0275  ___________________________________________________________________
 HR0275  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 HR0275  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0275
 HR0275.The horizontal coordinates were scaled from a topographic map and have
 HR0275.an estimated accuracy of +/- 6 seconds.
 HR0275
 HR0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0275.The vertical order pertains to the NGVD 29 superseded value.
 HR0275
 HR0275.The geoid height was determined by GEOID03.
 HR0275
 HR0275;                    North         East    Units  Estimated Accuracy
 HR0275;SPC CA 3     -   643,520.    2,179,450.      MT  (+/- 180 meters Scaled)
 HR0275
 HR0275                          SUPERSEDED SURVEY CONTROL
 HR0275
 HR0275  NGVD 29 (??/??/92) 1604.771  (m)         5264.99   (f) ADJ UNCH    1 2
 HR0275
 HR0275.Superseded values are not recommended for survey control.
 HR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0275.See file dsdata.txt to determine how the superseded data were derived.
 HR0275
 HR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB711819(NAD 83)
 HR0275_MARKER: P = PIPE CAP
 HR0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0275_STAMPING: 5277
 HR0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0275
 HR0275  HISTORY     - Date     Condition        Report By
 HR0275  HISTORY     - UNK      MONUMENTED       USGS
 HR0275  HISTORY     - 1955     GOOD             NGS
 HR0275  HISTORY     - 1985     MARK NOT FOUND   USGS
 HR0275  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0275
 HR0275                          STATION DESCRIPTION
 HR0275
 HR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0275'3.2 MI S FROM BENTON STATION.
 HR0275'3.0 MILES SOUTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 HR0275'HIGHWAY 120 AT BENTON STATION, THENCE 0.15 MILE WEST ACROSS
 HR0275'COUNTRY, ALONG AN ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD
 HR0275'BED, 79.5 FEET NORTH OF A FENCE, 29 FEET EAST OF THE CENTER LINE
 HR0275'OF THE RAILROAD BED, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 HR0275'WITH THE RAILROAD BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 HR0275'PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- THE STAMPING
 HR0275'INDICATED ON LITHO LIST DATED 2/9/40 IS IN ERROR.
 HR0275
 HR0275                          STATION RECOVERY (1985)
 HR0275
 HR0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0275'MARK NOT FOUND.
 HR0275
 HR0275                          STATION RECOVERY (1986)
 HR0275
 HR0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0275'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0222 ***********************************************************************
 FU0222  DESIGNATION -  528+31.09 CAHD
 FU0222  PID         -  FU0222
 FU0222  STATE/COUNTY-  CA/KERN
 FU0222  USGS QUAD   -  METTLER (1992)
 FU0222
 FU0222                         *CURRENT SURVEY CONTROL
 FU0222  ___________________________________________________________________
 FU0222* NAD 83(1986)-  35 04 11.     (N)    118 58 18.     (W)     SCALED    
 FU0222* NAVD 88     -       156.10   (+/-2cm)     512.1    (feet)  VERTCON   
 FU0222  ___________________________________________________________________
 FU0222  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 FU0222  VERT ORDER  -  THIRD (See Below)
 FU0222
 FU0222.The horizontal coordinates were scaled from a topographic map and have
 FU0222.an estimated accuracy of +/- 6 seconds.
 FU0222
 FU0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0222.The vertical order pertains to the NGVD 29 superseded value.
 FU0222
 FU0222.The geoid height was determined by GEOID03.
 FU0222
 FU0222;                    North         East    Units  Estimated Accuracy
 FU0222;SPC CA 5     -   674,550.    1,911,380.      MT  (+/- 180 meters Scaled)
 FU0222
 FU0222                          SUPERSEDED SURVEY CONTROL
 FU0222
 FU0222  NGVD 29 (??/??/??)  155.33   (m)          509.6    (f) RESET       3  
 FU0222
 FU0222.Superseded values are not recommended for survey control.
 FU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0222.See file dsdata.txt to determine how the superseded data were derived.
 FU0222
 FU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU202825(NAD 83)
 FU0222_MARKER: DD = SURVEY DISK
 FU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0222_STAMPING: 528+31.09
 FU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0222+STABILITY: SURFACE MOTION
 FU0222
 FU0222  HISTORY     - Date     Condition        Report By
 FU0222  HISTORY     - UNK      MONUMENTED       CADH
 FU0222  HISTORY     - 1961     GOOD             NGS
 FU0222  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0222
 FU0222                          STATION DESCRIPTION
 FU0222
 FU0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0222'0.8 MI N FROM METTLER.
 FU0222'0.85 MILE NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0222'HIGHWAY 166 AND 33 AT METTLER, IN R20W T11N SI, 0.5 MILE SOUTH OF
 FU0222'THE INTERSECTION OF VALPREDO AVENUE, BETWEEN THE EAST AND WEST
 FU0222'LANES OF THE HIGHWAY, 185 FEET NORTH OF THE EXTENDED CENTER LINE
 FU0222'OF A DIRT ROAD EAST, 178.0 FEET NORTHWEST OF AND ACROSS THE EAST
 FU0222'TRAFFIC LANES FROM BENCH MARK V 365, 36 1/2 FEET EAST OF THE CENTER
 FU0222'LINE OF THE WEST LANES, 34 FEET WEST OF THE CENTER LINE OF THE
 FU0222'EAST LANES, 1.0 FOOT SOUTH OF A STEEL STATION MARKER POST, ABOUT
 FU0222'2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FU0222'POST 0.1 FOOT UNDERGROUND.
 FU0222
 FU0222                          STATION RECOVERY (1970)
 FU0222
 FU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0248 ***********************************************************************
 KS0248  DESIGNATION -  5285.9
 KS0248  PID         -  KS0248
 KS0248  STATE/COUNTY-  CA/PLACER
 KS0248  USGS QUAD   -  BUNKER HILL (1973)
 KS0248
 KS0248                         *CURRENT SURVEY CONTROL
 KS0248  ___________________________________________________________________
 KS0248* NAD 83(1986)-  39 07 26.     (N)    120 25 26.     (W)     SCALED    
 KS0248* NAVD 88     -      1612.29   (+/-2cm)    5289.7    (feet)  VERTCON   
 KS0248  ___________________________________________________________________
 KS0248  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 KS0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0248
 KS0248.The horizontal coordinates were scaled from a topographic map and have
 KS0248.an estimated accuracy of +/- 6 seconds.
 KS0248
 KS0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0248.The vertical order pertains to the NGVD 29 superseded value.
 KS0248
 KS0248.The geoid height was determined by GEOID03.
 KS0248
 KS0248;                    North         East    Units  Estimated Accuracy
 KS0248;SPC CA 2     -   662,940.    2,136,280.      MT  (+/- 180 meters Scaled)
 KS0248
 KS0248                          SUPERSEDED SURVEY CONTROL
 KS0248
 KS0248  NGVD 29 (??/??/??) 1611.181  (m)         5286.02   (f) ADJUSTED    2 0
 KS0248
 KS0248.Superseded values are not recommended for survey control.
 KS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0248.See file dsdata.txt to determine how the superseded data were derived.
 KS0248
 KS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ226336(NAD 83)
 KS0248_MARKER: N = NAIL
 KS0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0248_SP_SET: TREE
 KS0248_MARK LOGO: USGS  
 KS0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0248
 KS0248  HISTORY     - Date     Condition        Report By
 KS0248  HISTORY     - UNK      MONUMENTED       USGS
 KS0248  HISTORY     - 1952     GOOD             CGS
 KS0248
 KS0248                          STATION DESCRIPTION
 KS0248
 KS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0248'29.8 MI SW FROM SODA SPRINGS.
 KS0248'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0248'SODA SPRINGS, THENCE 29.55 MILES SOUTHWEST ALONG THE SODA
 KS0248'SPRINGS-FRENCE MEADOWS ROAD, IN THE BASE OF A FIR TREE, IN A
 KS0248'CUT OUT PLACE ON THE NORTHWEST SIDE OF THE TREE, 30.0 FEET
 KS0248'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 KS0248'ROAD, AND MARKED WITH A PAINTED BOARD WITH THE NUMBERS 5285.9
 KS0248'PAINTED ON IT AND NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0672 ***********************************************************************
 KT0672  DESIGNATION -  5285.9 USGS
 KT0672  PID         -  KT0672
 KT0672  STATE/COUNTY-  CA/TEHAMA
 KT0672  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0672
 KT0672                         *CURRENT SURVEY CONTROL
 KT0672  ___________________________________________________________________
 KT0672* NAD 83(1986)-  39 48 26.     (N)    122 56 36.     (W)     SCALED    
 KT0672* NAVD 88     -      1613.04   (+/-2cm)    5292.1    (feet)  VERTCON   
 KT0672  ___________________________________________________________________
 KT0672  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 KT0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0672
 KT0672.The horizontal coordinates were scaled from a topographic map and have
 KT0672.an estimated accuracy of +/- 6 seconds.
 KT0672
 KT0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0672.The vertical order pertains to the NGVD 29 superseded value.
 KT0672
 KT0672.The geoid height was determined by GEOID03.
 KT0672
 KT0672;                    North         East    Units  Estimated Accuracy
 KT0672;SPC CA 1     -   553,060.    1,919,220.      MT  (+/- 180 meters Scaled)
 KT0672
 KT0672                          SUPERSEDED SURVEY CONTROL
 KT0672
 KT0672  NGVD 29 (??/??/92) 1612.005  (m)         5288.72   (f) ADJ UNCH    2 0
 KT0672
 KT0672.Superseded values are not recommended for survey control.
 KT0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0672.See file dsdata.txt to determine how the superseded data were derived.
 KT0672
 KT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK048063(NAD 83)
 KT0672_MARKER: Z = SEE DESCRIPTION
 KT0672_SETTING: 80 = SET IN A BOULDER
 KT0672_STAMPING: USGS BM
 KT0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0672+STABILITY: SURFACE MOTION
 KT0672
 KT0672  HISTORY     - Date     Condition        Report By
 KT0672  HISTORY     - UNK      MONUMENTED       USGS
 KT0672  HISTORY     - 1940     GOOD             NGS
 KT0672
 KT0672                          STATION DESCRIPTION
 KT0672
 KT0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0672'26.7 MI NE FROM COVELO.
 KT0672'LOCATED 26.7 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0672'MENDOCINO COUNTY, CALIF., ALONG THE DOS RIOS-PASKENTA ROAD, AND
 KT0672'IN THE MENDOCINO NATL. FOREST, ON TOP OF RIDGE-- 26 FEET
 KT0672'NORTH-WEST OF THE CENTERLINE OF ROAD-- ABOUT 3 FEET ABOVE ROAD
 KT0672'LEVEL-- A BRONZE U.S.G.S. WASHER SET IN THE TOP OF BOULDER, AND
 KT0672'PAINTED IN WHITE LETTERS ON BOULDER (U.S. 5285.9 B.M.) (U.S.B.M.
 KT0672'WITNESS POST IS SET BY BENCH MARK).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5295 ***********************************************************************
 HS5295  DESIGNATION -  529.07=314
 HS5295  PID         -  HS5295
 HS5295  STATE/COUNTY-  CA/SANTA CRUZ
 HS5295  USGS QUAD   -  LOMA PRIETA (1996)
 HS5295
 HS5295                         *CURRENT SURVEY CONTROL
 HS5295  ___________________________________________________________________
 HS5295* NAD 83(1986)-  37 01 34.     (N)    121 46 47.     (W)     SCALED    
 HS5295* NAVD 88     -       162.250  (meters)     532.32   (feet)  ADJUSTED  
 HS5295  ___________________________________________________________________
 HS5295  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 HS5295  DYNAMIC HT  -         162.126 (meters)     531.91  (feet)  COMP
 HS5295  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 HS5295
 HS5295  VERT ORDER  -  FIRST     CLASS II
 HS5295
 HS5295.The horizontal coordinates were scaled from a topographic map and have
 HS5295.an estimated accuracy of +/- 6 seconds.
 HS5295
 HS5295.The orthometric height was determined by differential leveling
 HS5295.and adjusted in February 1993.
 HS5295
 HS5295.The geoid height was determined by GEOID03.
 HS5295
 HS5295.The dynamic height is computed by dividing the NAVD 88
 HS5295.geopotential number by the normal gravity value computed on the
 HS5295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5295.degrees latitude (g = 980.6199 gals.).
 HS5295
 HS5295.The modeled gravity was interpolated from observed gravity values.
 HS5295
 HS5295;                    North         East    Units  Estimated Accuracy
 HS5295;SPC CA 3     -   559,170.    1,886,130.      MT  (+/- 180 meters Scaled)
 HS5295
 HS5295                          SUPERSEDED SURVEY CONTROL
 HS5295
 HS5295  NGVD 29 (10/21/93)  161.416  (m)          529.58   (f) ADJUSTED    1 2
 HS5295
 HS5295.Superseded values are not recommended for survey control.
 HS5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5295.See file dsdata.txt to determine how the superseded data were derived.
 HS5295
 HS5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF085984(NAD 83)
 HS5295_MARKER: DD = SURVEY DISK
 HS5295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5295_SP_SET: HEADWALL
 HS5295_STAMPING: AB 11 529.07
 HS5295_MARK LOGO: CA-087
 HS5295_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5295+STABILITY: SURFACE MOTION
 HS5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5295+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 HS5295
 HS5295  HISTORY     - Date     Condition        Report By
 HS5295  HISTORY     - UNK      MONUMENTED       CA-087
 HS5295  HISTORY     - 19900417 GOOD             NGS
 HS5295
 HS5295                          STATION DESCRIPTION
 HS5295
 HS5295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5295'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5295'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 HS5295'ALONG CASSERLY ROAD, THENCE 2.3 KM (1.4 MI) NORTHERLY ALONG MOUNT
 HS5295'MADONNA ROAD, THENCE 6.0 KM (3.7 MI) NORTHWESTERLY ALONG HAZEL DELL
 HS5295'ROAD, AT THE JUNCTION OF BROWNS VALLEY ROAD, IN TOP OF AND 2.4 M
 HS5295'(7.9 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CULVERT FOR
 HS5295'BROWNS CREEK, 4.3 M (14.1 FT) EAST OF THE CENTERLINE OF BROWNS VALLEY
 HS5295'ROAD, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0010 ***********************************************************************
 GS0010  DESIGNATION -  5291
 GS0010  PID         -  GS0010
 GS0010  STATE/COUNTY-  CA/INYO
 GS0010  USGS QUAD   -  TALC CITY HILLS (1987)
 GS0010
 GS0010                         *CURRENT SURVEY CONTROL
 GS0010  ___________________________________________________________________
 GS0010* NAD 83(1986)-  36 18 37.     (N)    117 39 57.     (W)     SCALED    
 GS0010* NAVD 88     -      1613.09   (+/-2cm)    5292.3    (feet)  VERTCON   
 GS0010  ___________________________________________________________________
 GS0010  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 GS0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 GS0010
 GS0010.The horizontal coordinates were scaled from a topographic map and have
 GS0010.an estimated accuracy of +/- 6 seconds.
 GS0010
 GS0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0010.The vertical order pertains to the NGVD 29 superseded value.
 GS0010
 GS0010.The geoid height was determined by GEOID03.
 GS0010
 GS0010;                    North         East    Units  Estimated Accuracy
 GS0010;SPC CA 4     -   609,240.    2,119,810.      MT  (+/- 180 meters Scaled)
 GS0010
 GS0010                          SUPERSEDED SURVEY CONTROL
 GS0010
 GS0010  NGVD 29 (??/??/??) 1612.030  (m)         5288.80   (f) ADJUSTED    1 2
 GS0010
 GS0010.Superseded values are not recommended for survey control.
 GS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0010.See file dsdata.txt to determine how the superseded data were derived.
 GS0010
 GS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA402185(NAD 83)
 GS0010_MARKER: P = PIPE CAP
 GS0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0010_STAMPING: 5291 B 5 1905
 GS0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0010
 GS0010  HISTORY     - Date     Condition        Report By
 GS0010  HISTORY     - 1905     MONUMENTED       USGS
 GS0010  HISTORY     - 1933     GOOD             NGS
 GS0010
 GS0010                          STATION DESCRIPTION
 GS0010
 GS0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0010'5.3 MI NW FROM DARWIN.
 GS0010'5.3 MILES NORTHWEST ALONG THE OLANCHA ROAD FROM DARWIN, INYO
 GS0010'COUNTY, ABOUT 200 FEET NORTHWEST OF A FORK IN THE ROAD, AND 33
 GS0010'FEET WEST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 GS0010'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5291 B 5 1905 AND
 GS0010'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0245 ***********************************************************************
 KS0245  DESIGNATION -  5299.8
 KS0245  PID         -  KS0245
 KS0245  STATE/COUNTY-  CA/PLACER
 KS0245  USGS QUAD   -  ROYAL GORGE (1979)
 KS0245
 KS0245                         *CURRENT SURVEY CONTROL
 KS0245  ___________________________________________________________________
 KS0245* NAD 83(1986)-  39 08 01.     (N)    120 24 50.     (W)     SCALED    
 KS0245* NAVD 88     -      1616.54   (+/-2cm)    5303.6    (feet)  VERTCON   
 KS0245  ___________________________________________________________________
 KS0245  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KS0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0245
 KS0245.The horizontal coordinates were scaled from a topographic map and have
 KS0245.an estimated accuracy of +/- 6 seconds.
 KS0245
 KS0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0245.The vertical order pertains to the NGVD 29 superseded value.
 KS0245
 KS0245.The geoid height was determined by GEOID03.
 KS0245
 KS0245;                    North         East    Units  Estimated Accuracy
 KS0245;SPC CA 2     -   664,040.    2,137,120.      MT  (+/- 180 meters Scaled)
 KS0245
 KS0245                          SUPERSEDED SURVEY CONTROL
 KS0245
 KS0245  NGVD 29 (??/??/??) 1615.427  (m)         5299.95   (f) ADJUSTED    2 0
 KS0245
 KS0245.Superseded values are not recommended for survey control.
 KS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0245.See file dsdata.txt to determine how the superseded data were derived.
 KS0245
 KS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ235347(NAD 83)
 KS0245_MARKER: N = NAIL
 KS0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0245_SP_SET: TREE
 KS0245_MARK LOGO: USGS  
 KS0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0245
 KS0245  HISTORY     - Date     Condition        Report By
 KS0245  HISTORY     - UNK      MONUMENTED       USGS
 KS0245  HISTORY     - 1952     GOOD             CGS
 KS0245
 KS0245                          STATION DESCRIPTION
 KS0245
 KS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0245'28.8 MI SW FROM SODA SPRINGS.
 KS0245'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0245'SODA SPRINGS, THENCE 28.55 MILES SOUTHWEST ALONG THE SODA
 KS0245'SPRINGS-FRENCH MEADOWS ROAD, IN THE TOP OF A CUT OUT PLACE
 KS0245'IN THE ROOT AT THE BASE OF A 10-INCH FIR TREE, ABOUT 50 YARDS
 KS0245'NORTH OF B M H 869, 12 1/2 FEET EAST OF THE CENTER LINE OF THE
 KS0245'ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A PAINTED
 KS0245'BOARD WITH THE NUMBERS 5299.8 ON IT NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1162 ***********************************************************************
 EV1162  DESIGNATION -  53
 EV1162  PID         -  EV1162
 EV1162  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1162  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1162
 EV1162                         *CURRENT SURVEY CONTROL
 EV1162  ___________________________________________________________________
 EV1162* NAD 83(1986)-  34 04 06.     (N)    117 17 40.     (W)     SCALED    
 EV1162* NAVD 88     -       298.61   (+/-2cm)     979.7    (feet)  VERTCON   
 EV1162  ___________________________________________________________________
 EV1162  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EV1162  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1162
 EV1162.The horizontal coordinates were scaled from a topographic map and have
 EV1162.an estimated accuracy of +/- 6 seconds.
 EV1162
 EV1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1162.The vertical order pertains to the NGVD 29 superseded value.
 EV1162
 EV1162.The geoid height was determined by GEOID03.
 EV1162
 EV1162;                    North         East    Units  Estimated Accuracy
 EV1162;SPC CA 5     -   563,270.    2,065,130.      MT  (+/- 180 meters Scaled)
 EV1162
 EV1162                          SUPERSEDED SURVEY CONTROL
 EV1162
 EV1162  NGVD 29 (??/??/92)  297.83   (m)          977.1    (f) COMPUTED    1 2
 EV1162
 EV1162.Superseded values are not recommended for survey control.
 EV1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1162.See file dsdata.txt to determine how the superseded data were derived.
 EV1162
 EV1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728697(NAD 83)
 EV1162_MARKER: N = NAIL
 EV1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1162_SP_SET: BRIDGE
 EV1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1162
 EV1162  HISTORY     - Date     Condition        Report By
 EV1162  HISTORY     - UNK      MONUMENTED       DOD
 EV1162  HISTORY     - 1956     GOOD             NGS
 EV1162
 EV1162                          STATION DESCRIPTION
 EV1162
 EV1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV1162'AT SAN BERNARDINO.
 EV1162'AT SAN BERNARDINO, 0.3 MILE NORTH ALONG E STREET FROM THE Y
 EV1162'JUNCTION OF U.S. HIGHWAY 99, IN THE TOP OF THE NORTHWEST END OF
 EV1162'THE NORTHWEST CONCRETE WING WALL OF BRIDGE 54-06 OVER THE SANTA
 EV1162'ANA RIVER, 39.5 FEET WEST OF THE CENTER LINE OF THE STREET, 6.5
 EV1162'FEET NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE BUILDING
 EV1162'HOUSING A U.S. GEOLOGICAL SURVEY GAGING STATION, ABOUT 3 FEET
 EV1162'LOWER THAN THE STREET, AND SET IN A LEAD FILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4044 ***********************************************************************
 EW4044  DESIGNATION -  53 143
 EW4044  PID         -  EW4044
 EW4044  STATE/COUNTY-  CA/LOS ANGELES
 EW4044  USGS QUAD   -  TOPANGA (1991)
 EW4044
 EW4044                         *CURRENT SURVEY CONTROL
 EW4044  ___________________________________________________________________
 EW4044* NAD 83(1986)-  34 03 58.     (N)    118 35 12.     (W)     SCALED    
 EW4044* NAVD 88     -        91.149  (meters)     299.04   (feet)  ADJUSTED  
 EW4044  ___________________________________________________________________
 EW4044  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EW4044  DYNAMIC HT  -          91.054 (meters)     298.73  (feet)  COMP
 EW4044  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 EW4044  OBS GRAVITY -     979,606.7   (mgal)                       GRAV_OBS
 EW4044
 EW4044  VERT ORDER  -  FIRST     CLASS I
 EW4044
 EW4044.The horizontal coordinates were scaled from a topographic map and have
 EW4044.an estimated accuracy of +/- 6 seconds.
 EW4044
 EW4044.The orthometric height was determined by differential leveling
 EW4044.and adjusted in October 1992.
 EW4044
 EW4044.The geoid height was determined by GEOID03.
 EW4044
 EW4044.The dynamic height is computed by dividing the NAVD 88
 EW4044.geopotential number by the normal gravity value computed on the
 EW4044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4044.degrees latitude (g = 980.6199 gals.).
 EW4044
 EW4044.The modeled gravity was interpolated from observed gravity values.
 EW4044.The observed gravity was obtained from relative gravimeter ties
 EW4044.to the IGSN71 gravity network.
 EW4044
 EW4044;                    North         East    Units  Estimated Accuracy
 EW4044;SPC CA 5     -   562,950.    1,945,840.      MT  (+/- 180 meters Scaled)
 EW4044
 EW4044                          SUPERSEDED SURVEY CONTROL
 EW4044
 EW4044  NGVD 29 (??/??/92)   90.373  (m)          296.50   (f) ADJ UNCH    1 1
 EW4044
 EW4044.Superseded values are not recommended for survey control.
 EW4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4044.See file dsdata.txt to determine how the superseded data were derived.
 EW4044
 EW4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT535706(NAD 83)
 EW4044_MARKER: DD = SURVEY DISK
 EW4044_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EW4044_SP_SET: BUILDING
 EW4044_MARK LOGO: CA-037
 EW4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4044+STABILITY: SURFACE MOTION
 EW4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4044+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 EW4044
 EW4044  HISTORY     - Date     Condition        Report By
 EW4044  HISTORY     - UNK      MONUMENTED       CA-037
 EW4044  HISTORY     - 1961     GOOD             NGS
 EW4044  HISTORY     - 1971     GOOD             CA-037
 EW4044  HISTORY     - 1978     GOOD             NGS
 EW4044  HISTORY     - 19890518 GOOD             NGS
 EW4044  HISTORY     - 19940614 MARK NOT FOUND   NGS
 EW4044
 EW4044                          STATION DESCRIPTION
 EW4044
 EW4044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4044'2.2 MI SE FROM TOPANGA.
 EW4044'2.25 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW4044'AT TOPANGA, AT CONCRETE BRIDGE 53-143 OVER TOPANGA CREEK, IN
 EW4044'THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE BUILDING HOUSING
 EW4044'A GAGING STATION, 17 1/2 FEET WEST OF THE CENTER LINE OF THE
 EW4044'HIGHWAY, 7 1/2 FEET SOUTH OF THE NORTH END OF THE BRIDGE, 2 FEET
 EW4044'WEST OF THE WEST EDGE OF THE WEST CONCRETE GUARDRAIL, AND ABOUT
 EW4044'4 FEET HIGHER THAN THE HIGHWAY.
 EW4044
 EW4044                          STATION RECOVERY (1971)
 EW4044
 EW4044'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4044'RECOVERED IN GOOD CONDITION.
 EW4044
 EW4044                          STATION RECOVERY (1978)
 EW4044
 EW4044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4044'RECOVERED IN GOOD CONDITION.
 EW4044
 EW4044                          STATION RECOVERY (1989)
 EW4044
 EW4044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4044'RECOVERED IN GOOD CONDITION.
 EW4044
 EW4044                          STATION RECOVERY (1994)
 EW4044
 EW4044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4044'THE BUILDING AND GAGING STATION AT THE DESCRIBED LOCATION HAVE BEEN
 EW4044'REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1598 ***********************************************************************
 JT1598  DESIGNATION -  53 3
 JT1598  PID         -  JT1598
 JT1598  STATE/COUNTY-  CA/NAPA
 JT1598  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1598
 JT1598                         *CURRENT SURVEY CONTROL
 JT1598  ___________________________________________________________________
 JT1598* NAD 83(1986)-  38 14 45.     (N)    122 17 47.     (W)     SCALED    
 JT1598* NAVD 88     -         9.14   (+/-2cm)      30.0    (feet)  VERTCON   
 JT1598  ___________________________________________________________________
 JT1598  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT1598  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1598
 JT1598.The horizontal coordinates were scaled from a topographic map and have
 JT1598.an estimated accuracy of +/- 6 seconds.
 JT1598
 JT1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1598.The vertical order pertains to the NGVD 29 superseded value.
 JT1598
 JT1598.The geoid height was determined by GEOID03.
 JT1598
 JT1598;                    North         East    Units  Estimated Accuracy
 JT1598;SPC CA 2     -   564,330.    1,974,050.      MT  (+/- 180 meters Scaled)
 JT1598
 JT1598                          SUPERSEDED SURVEY CONTROL
 JT1598
 JT1598  NGVD 29 (??/??/92)    8.40   (m)           27.6    (f) COMPUTED    1 1
 JT1598
 JT1598.Superseded values are not recommended for survey control.
 JT1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1598.See file dsdata.txt to determine how the superseded data were derived.
 JT1598
 JT1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615333(NAD 83)
 JT1598_MARKER: DD = SURVEY DISK
 JT1598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1598_SP_SET: COPPER-CLAD STEEL ROD
 JT1598_STAMPING: 53 3 C OF N
 JT1598_MARK LOGO: CA2330
 JT1598_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1598
 JT1598  HISTORY     - Date     Condition        Report By
 JT1598  HISTORY     - 1972     MONUMENTED       CA2330
 JT1598
 JT1598                          STATION DESCRIPTION
 JT1598
 JT1598'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1598'4.8 MI (7.7 KM) SOUTHWEST FROM THE COUNTY COURTHOUSE AT NAPA, ON
 JT1598'STANLEY LANE, 1.3 MI (2.1 KM) SOUTHEAST OF HIGHWAY 12 AND 121, 700 FT
 JT1598'(213.4 M) EAST OF SMALL CREEK, 67 FT (20.4 M) WEST OF CENTERLINE OF A
 JT1598'DIRT ROAD SOUTH OF STANLEY LANE LINED WITH 2 ROWS OF EUCALYPTUS TREES
 JT1598'ON EACH SIDE, 32 FT (9.8 M) NORTH OF CENTERLINE OF STANLEY LANE, 2 FT
 JT1598'(0.6 M) SOUTH OF FENCE, IN LINE WITH NORTH ROW OF EUCALYPTUS TREES, 3
 JT1598'FT (0.9 M) NORTHWEST OF A 2 INCH PIPE WITNESS POST, 0.5 FT (0.2 M)
 JT1598'BELOW TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND,
 JT1598'WITH THE WORD MONUMENT CAST IN THE COVER, AND SET ON TOP OF A
 JT1598'5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 50 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1539 ***********************************************************************
 KS1539  DESIGNATION -  53 32 CADH 1971
 KS1539  PID         -  KS1539
 KS1539  STATE/COUNTY-  CA/PLUMAS
 KS1539  USGS QUAD   -  SPRING GARDEN (1975)
 KS1539
 KS1539                         *CURRENT SURVEY CONTROL
 KS1539  ___________________________________________________________________
 KS1539* NAD 83(1992)-  39 53 39.60184(N)    120 47 10.18756(W)     ADJUSTED  
 KS1539* NAVD 88     -      1218.3    (meters)    3997.     (feet)  VERTCON   
 KS1539  ___________________________________________________________________
 KS1539  EPOCH DATE  -        1991.35
 KS1539  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KS1539  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KS1539  HORZ ORDER  -  SECOND
 KS1539
 KS1539.The horizontal coordinates were established by classical geodetic methods
 KS1539.and adjusted by the National Geodetic Survey in March 1994.
 KS1539.The horizontal coordinates are valid at the epoch date displayed above.
 KS1539.The epoch date for horizontal control is a decimal equivalence
 KS1539.of Year/Month/Day.
 KS1539
 KS1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1539
 KS1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1539
 KS1539.The geoid height was determined by GEOID03.
 KS1539
 KS1539;                    North         East     Units Scale Factor Converg.
 KS1539;SPC CA 1     -   563,013.086 2,103,813.415   MT  1.00002828   +0 47 37.4
 KS1539;SPC CA 1     - 1,847,152.10  6,902,261.18   sFT  1.00002828   +0 47 37.4
 KS1539;SPC CA 2     -   747,987.409 2,103,812.218   MT  1.00001450   +0 45 55.0
 KS1539;SPC CA 2     - 2,454,022.02  6,902,257.25   sFT  1.00001450   +0 45 55.0
 KS1539;UTM  10      - 4,418,375.312   689,271.850   MT  1.00004104   +1 25 13.1
 KS1539
 KS1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1539!SPC CA 1     -   0.99981259  x   1.00002828  =   0.99984087
 KS1539!SPC CA 2     -   0.99981259  x   1.00001450  =   0.99982709
 KS1539!UTM  10      -   0.99981259  x   1.00004104  =   0.99985362
 KS1539
 KS1539:                Primary Azimuth Mark                     Grid Az
 KS1539:SPC CA 1     -  53 75 CADH 1971                          162 39 31.3
 KS1539:SPC CA 2     -  53 75 CADH 1971                          162 41 13.7
 KS1539:UTM  10      -  53 75 CADH 1971                          162 01 55.6
 KS1539
 KS1539|---------------------------------------------------------------------|
 KS1539| PID    Reference Object                     Distance      Geod. Az  |
 KS1539|                                                           dddmmss.s |
 KS1539| KS1538 53 75 CADH 1971                     APPROX. 0.7 KM 1632708.7 |
 KS1539|---------------------------------------------------------------------|
 KS1539
 KS1539                          SUPERSEDED SURVEY CONTROL
 KS1539
 KS1539  NAD 83(1986)-  39 53 39.60229(N)    120 47 10.18318(W) AD(1984.00) 2
 KS1539  NAD 27      -  39 53 39.98732(N)    120 47 06.36505(W) AD(       ) 2
 KS1539  NGVD 29 (07/19/86) 1217.3    (m)         3994.     (f) VERT ANG    3  
 KS1539
 KS1539.Superseded values are not recommended for survey control.
 KS1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1539.See file dsdata.txt to determine how the superseded data were derived.
 KS1539
 KS1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8927218375(NAD 83)
 KS1539_MARKER: DD = SURVEY DISK
 KS1539_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KS1539_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KS1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1539
 KS1539  HISTORY     - Date     Condition        Report By
 KS1539  HISTORY     - 1971     MONUMENTED       CADT
 KS1539
 KS1539                          STATION DESCRIPTION
 KS1539
 KS1539'DESCRIBED BY CALTRANS 1971
 KS1539'THE STATION IS LOCATED AT SPRING GARDEN AT P.M. 53.32, ABOUT
 KS1539'200 FEET NORTH OF THE GROCERY STORE AND POST OFFICE IN SPRING
 KS1539'GARDEN, 42 FEET EAST NORTHEAST OF THE CENTER LINE OF HIGHWAY 70,
 KS1539'6 FEET HIGHER THAN THE HIGHWAY.  A 3-FOOT X 2-FOOT CONCRETE BASE
 KS1539'2 FEET ABOVE GROUND IS 13 FEET NORTH OF STATION AND A 3-FOOT X
 KS1539'2-FOOT CONCRETE BASE 1 FOOT ABOVE GROUND IS 19 FEET EAST OF
 KS1539'STATION.
 KS1539'
 KS1539'THE STATION IS A STANDARD DIVISION OF HIGHWAYS DISK, SET IN A
 KS1539'10-INCH CONCRETE MONUMENT AND STAMPED 53.32 1971 AND MARKED BY
 KS1539'A SURVEY MONUMENT MARKER SIGN 2.3 FEET NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1538 ***********************************************************************
 KS1538  DESIGNATION -  53 75 CADH 1971
 KS1538  PID         -  KS1538
 KS1538  STATE/COUNTY-  CA/PLUMAS
 KS1538  USGS QUAD   -  SPRING GARDEN (1975)
 KS1538
 KS1538                         *CURRENT SURVEY CONTROL
 KS1538  ___________________________________________________________________
 KS1538* NAD 83(1992)-  39 53 16.94097(N)    120 47 01.44743(W)     ADJUSTED  
 KS1538* NAVD 88     -      1239.7    (meters)    4067.     (feet)  VERTCON   
 KS1538  ___________________________________________________________________
 KS1538  EPOCH DATE  -        1991.35
 KS1538  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 KS1538  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KS1538  HORZ ORDER  -  SECOND
 KS1538
 KS1538.The horizontal coordinates were established by classical geodetic methods
 KS1538.and adjusted by the National Geodetic Survey in March 1994.
 KS1538.The horizontal coordinates are valid at the epoch date displayed above.
 KS1538.The epoch date for horizontal control is a decimal equivalence
 KS1538.of Year/Month/Day.
 KS1538
 KS1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1538
 KS1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1538
 KS1538.The geoid height was determined by GEOID03.
 KS1538
 KS1538;                    North         East     Units Scale Factor Converg.
 KS1538;SPC CA 1     -   562,317.097 2,104,030.742   MT  1.00003007   +0 47 43.1
 KS1538;SPC CA 1     - 1,844,868.68  6,902,974.19   sFT  1.00003007   +0 47 43.1
 KS1538;SPC CA 2     -   747,291.323 2,104,029.196   MT  1.00001295   +0 46 00.5
 KS1538;SPC CA 2     - 2,451,738.28  6,902,969.12   sFT  1.00001295   +0 46 00.5
 KS1538;UTM  10      - 4,417,681.733   689,496.777   MT  1.00004209   +1 25 18.1
 KS1538
 KS1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1538!SPC CA 1     -   0.99980924  x   1.00003007  =   0.99983930
 KS1538!SPC CA 2     -   0.99980924  x   1.00001295  =   0.99982218
 KS1538!UTM  10      -   0.99980924  x   1.00004209  =   0.99985132
 KS1538
 KS1538:                Primary Azimuth Mark                     Grid Az
 KS1538:SPC CA 1     -  54 15 CADH 1971                          155 01 10.4
 KS1538:SPC CA 2     -  54 15 CADH 1971                          155 02 53.0
 KS1538:UTM  10      -  54 15 CADH 1971                          154 23 35.4
 KS1538
 KS1538|---------------------------------------------------------------------|
 KS1538| PID    Reference Object                     Distance      Geod. Az  |
 KS1538|                                                           dddmmss.s |
 KS1538| KS1537 54 15 CADH 1971                     APPROX. 0.6 KM 1554853.5 |
 KS1538|---------------------------------------------------------------------|
 KS1538
 KS1538                          SUPERSEDED SURVEY CONTROL
 KS1538
 KS1538  NAD 83(1986)-  39 53 16.94144(N)    120 47 01.44298(W) AD(1984.00) 2
 KS1538  NAD 27      -  39 53 17.32608(N)    120 46 57.62526(W) AD(       ) 2
 KS1538  NGVD 29 (07/19/86) 1238.7    (m)         4064.     (f) VERT ANG    3  
 KS1538
 KS1538.Superseded values are not recommended for survey control.
 KS1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1538.See file dsdata.txt to determine how the superseded data were derived.
 KS1538
 KS1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8949717682(NAD 83)
 KS1538_MARKER: DD = SURVEY DISK
 KS1538_SETTING: 0 = UNSPECIFIED SETTING
 KS1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1538
 KS1538  HISTORY     - Date     Condition        Report By
 KS1538  HISTORY     - 1971     MONUMENTED       CADT
 KS1538
 KS1538                          STATION DESCRIPTION
 KS1538
 KS1538'DESCRIBED BY CALTRANS 1971
 KS1538'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTHEAST ALONG STATE
 KS1538'HIGHWAY 70 FROM SPRING GARDEN, AT P.M. 53.75.
 KS1538'
 KS1538'THE STATION IS IN THE EAST END OF A WIDENED SHOULDER AREA, ABOUT
 KS1538'100 FEET NORTH NORTHWEST OF THE PORTAL OF RAILROAD TUNNEL 35,
 KS1538'25 FEET NORTHWEST OF THE END OF A HIGHWAY GUARDRAIL, 27 FEET WEST
 KS1538'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DIVISION
 KS1538'OF HIGHWAYS DISK STAMPED 53.75 1971 AND SET IN A 10-INCH CONCRETE
 KS1538'MONUMENT AND MARKED BY A SURVEY MONUMENT MARKER SIGN 2.3 FEET
 KS1538'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1750 ***********************************************************************
 JT1750  DESIGNATION -  53 A
 JT1750  PID         -  JT1750
 JT1750  STATE/COUNTY-  CA/NAPA
 JT1750  USGS QUAD   -  NAPA (1980)
 JT1750
 JT1750                         *CURRENT SURVEY CONTROL
 JT1750  ___________________________________________________________________
 JT1750* NAD 83(1986)-  38 15 08.     (N)    122 18 21.     (W)     SCALED    
 JT1750* NAVD 88     -        10.53   (+/-2cm)      34.5    (feet)  VERTCON   
 JT1750  ___________________________________________________________________
 JT1750  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JT1750  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1750
 JT1750.The horizontal coordinates were scaled from a topographic map and have
 JT1750.an estimated accuracy of +/- 6 seconds.
 JT1750
 JT1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1750.The vertical order pertains to the NGVD 29 superseded value.
 JT1750
 JT1750.The geoid height was determined by GEOID03.
 JT1750
 JT1750;                    North         East    Units  Estimated Accuracy
 JT1750;SPC CA 2     -   565,050.    1,973,230.      MT  (+/- 180 meters Scaled)
 JT1750
 JT1750                          SUPERSEDED SURVEY CONTROL
 JT1750
 JT1750  NGVD 29 (??/??/92)    9.77   (m)           32.1    (f) COMPUTED    1 1
 JT1750
 JT1750.Superseded values are not recommended for survey control.
 JT1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1750.See file dsdata.txt to determine how the superseded data were derived.
 JT1750
 JT1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH607340(NAD 83)
 JT1750_MARKER: DD = SURVEY DISK
 JT1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1750_SP_SET: CONCRETE POST
 JT1750_MARK LOGO: CA2330
 JT1750_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1750+STABILITY: SURFACE MOTION
 JT1750
 JT1750  HISTORY     - Date     Condition        Report By
 JT1750  HISTORY     - 1971     MONUMENTED       CA2330
 JT1750
 JT1750                          STATION DESCRIPTION
 JT1750
 JT1750'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1750'ALONG STANLEY LANE AT PG AND E POWER LINE, WEST OF EP, A WELL TYPE
 JT1750'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9116 ***********************************************************************
 JT9116  DESIGNATION -  53 B
 JT9116  PID         -  JT9116
 JT9116  STATE/COUNTY-  CA/NAPA
 JT9116  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9116
 JT9116                         *CURRENT SURVEY CONTROL
 JT9116  ___________________________________________________________________
 JT9116* NAD 83(1986)-  38 14 42.     (N)    122 17 40.     (W)     SCALED    
 JT9116* NAVD 88     -         9.31   (+/-2cm)      30.5    (feet)  VERTCON   
 JT9116  ___________________________________________________________________
 JT9116  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JT9116  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9116
 JT9116.The horizontal coordinates were scaled from a topographic map and have
 JT9116.an estimated accuracy of +/- 6 seconds.
 JT9116
 JT9116.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9116.The vertical order pertains to the NGVD 29 superseded value.
 JT9116
 JT9116.The geoid height was determined by GEOID03.
 JT9116
 JT9116;                    North         East    Units  Estimated Accuracy
 JT9116;SPC CA 2     -   564,240.    1,974,220.      MT  (+/- 180 meters Scaled)
 JT9116
 JT9116                          SUPERSEDED SURVEY CONTROL
 JT9116
 JT9116  NGVD 29 (??/??/92)    8.561  (m)           28.09   (f) ADJ UNCH    1 1
 JT9116
 JT9116.Superseded values are not recommended for survey control.
 JT9116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9116.See file dsdata.txt to determine how the superseded data were derived.
 JT9116
 JT9116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617332(NAD 83)
 JT9116_MARKER: DD = SURVEY DISK
 JT9116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9116_SP_SET: CONCRETE POST
 JT9116_MARK LOGO: CA2330
 JT9116_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9116+STABILITY: SURFACE MOTION
 JT9116
 JT9116  HISTORY     - Date     Condition        Report By
 JT9116  HISTORY     - 1971     MONUMENTED       CA2330
 JT9116
 JT9116                          STATION DESCRIPTION
 JT9116
 JT9116'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9116'ALONG STANLEY LANE AT ROW OF TREES TO SOUTHWEST, SOUTH OF EP, A WELL
 JT9116'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9117 ***********************************************************************
 JT9117  DESIGNATION -  53 C
 JT9117  PID         -  JT9117
 JT9117  STATE/COUNTY-  CA/NAPA
 JT9117  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9117
 JT9117                         *CURRENT SURVEY CONTROL
 JT9117  ___________________________________________________________________
 JT9117* NAD 83(1986)-  38 14 42.     (N)    122 17 28.     (W)     SCALED    
 JT9117* NAVD 88     -         1.53   (+/-2cm)       5.0    (feet)  VERTCON   
 JT9117  ___________________________________________________________________
 JT9117  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT9117  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9117
 JT9117.The horizontal coordinates were scaled from a topographic map and have
 JT9117.an estimated accuracy of +/- 6 seconds.
 JT9117
 JT9117.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9117.The vertical order pertains to the NGVD 29 superseded value.
 JT9117
 JT9117.The geoid height was determined by GEOID03.
 JT9117
 JT9117;                    North         East    Units  Estimated Accuracy
 JT9117;SPC CA 2     -   564,240.    1,974,520.      MT  (+/- 180 meters Scaled)
 JT9117
 JT9117                          SUPERSEDED SURVEY CONTROL
 JT9117
 JT9117  NGVD 29 (??/??/92)    0.780  (m)            2.56   (f) ADJ UNCH    2 2
 JT9117
 JT9117.Superseded values are not recommended for survey control.
 JT9117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9117.See file dsdata.txt to determine how the superseded data were derived.
 JT9117
 JT9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH620332(NAD 83)
 JT9117_MARKER: DD = SURVEY DISK
 JT9117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9117_SP_SET: CONCRETE POST
 JT9117_MARK LOGO: CA2330
 JT9117_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9117+STABILITY: SURFACE MOTION
 JT9117
 JT9117  HISTORY     - Date     Condition        Report By
 JT9117  HISTORY     - 1971     MONUMENTED       CA2330
 JT9117
 JT9117                          STATION DESCRIPTION
 JT9117
 JT9117'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9117'IN FIELD, ALONG STANLEY LANE PROJECTED TO DRAIN DITCH, WEST OF BANK AT
 JT9117'FENCE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3424 ***********************************************************************
 EV3424  DESIGNATION -  53 FMK
 EV3424  PID         -  EV3424
 EV3424  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3424  USGS QUAD   -  HELENDALE (1993)
 EV3424
 EV3424                         *CURRENT SURVEY CONTROL
 EV3424  ___________________________________________________________________
 EV3424* NAD 83(1986)-  34 41 00.     (N)    117 20 35.     (W)     SCALED    
 EV3424* NAVD 88     -       768.911  (meters)    2522.67   (feet)  ADJUSTED  
 EV3424  ___________________________________________________________________
 EV3424  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV3424  DYNAMIC HT  -         768.011 (meters)    2519.72  (feet)  COMP
 EV3424  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 EV3424
 EV3424  VERT ORDER  -  FIRST     CLASS I
 EV3424
 EV3424.The horizontal coordinates were scaled from a topographic map and have
 EV3424.an estimated accuracy of +/- 6 seconds.
 EV3424
 EV3424.The orthometric height was determined by differential leveling
 EV3424.and adjusted in June 1991.
 EV3424
 EV3424.The geoid height was determined by GEOID03.
 EV3424
 EV3424.The dynamic height is computed by dividing the NAVD 88
 EV3424.geopotential number by the normal gravity value computed on the
 EV3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3424.degrees latitude (g = 980.6199 gals.).
 EV3424
 EV3424.The modeled gravity was interpolated from observed gravity values.
 EV3424
 EV3424;                    North         East    Units  Estimated Accuracy
 EV3424;SPC CA 5     -   631,460.    2,060,200.      MT  (+/- 180 meters Scaled)
 EV3424
 EV3424                          SUPERSEDED SURVEY CONTROL
 EV3424
 EV3424  NGVD 29 (??/??/92)  768.090  (m)         2519.98   (f) ADJ UNCH    1 1
 EV3424
 EV3424.Superseded values are not recommended for survey control.
 EV3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3424.See file dsdata.txt to determine how the superseded data were derived.
 EV3424
 EV3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU685379(NAD 83)
 EV3424_MARKER: DD = SURVEY DISK
 EV3424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV3424_SP_SET: COPPER-CLAD STEEL ROD
 EV3424_STAMPING: 53 FMK 1973
 EV3424_MARK LOGO: USGS  
 EV3424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3424
 EV3424  HISTORY     - Date     Condition        Report By
 EV3424  HISTORY     - 1973     MONUMENTED       USGS
 EV3424  HISTORY     - 1977     GOOD             NGS
 EV3424  HISTORY     - 1987     GOOD             NGS
 EV3424
 EV3424                          STATION DESCRIPTION
 EV3424
 EV3424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EV3424'4.45 MI SW FROM HELENDALE.
 EV3424'4.45 MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV3424'FROM THE SIDING SIGN AT HELENDALE, 45.5 FEET EAST OF THE EAST RAIL
 EV3424'OF THE EAST TRACK, AND 1.5 FEET WEST OF A BARBED WIRE FENCE.
 EV3424'NOTE-THE DISK IS ON A ROD, BUT THE DEPTH IS UNKNOWN.
 EV3424
 EV3424                          STATION RECOVERY (1987)
 EV3424
 EV3424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0870 ***********************************************************************
 DB0870  DESIGNATION -  53 JD
 DB0870  PID         -  DB0870
 DB0870  STATE/COUNTY-  CA/IMPERIAL
 DB0870  USGS QUAD   -  ALAMORIO (1976)
 DB0870
 DB0870                         *CURRENT SURVEY CONTROL
 DB0870  ___________________________________________________________________
 DB0870* NAD 83(1986)-  32 58 28.     (N)    115 26 54.     (W)     SCALED    
 DB0870* NAVD 88     -       -37.177  (meters)    -121.97   (feet)  ADJUSTED  
 DB0870  ___________________________________________________________________
 DB0870  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DB0870  DYNAMIC HT  -         -37.136 (meters)    -121.84  (feet)  COMP
 DB0870  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DB0870
 DB0870  VERT ORDER  -  FIRST     CLASS II
 DB0870
 DB0870.The horizontal coordinates were scaled from a topographic map and have
 DB0870.an estimated accuracy of +/- 6 seconds.
 DB0870
 DB0870.The orthometric height was determined by differential leveling
 DB0870.and adjusted in March 1994.
 DB0870
 DB0870.The geoid height was determined by GEOID03.
 DB0870
 DB0870.The dynamic height is computed by dividing the NAVD 88
 DB0870.geopotential number by the normal gravity value computed on the
 DB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0870.degrees latitude (g = 980.6199 gals.).
 DB0870
 DB0870.The modeled gravity was interpolated from observed gravity values.
 DB0870
 DB0870;                    North         East    Units  Estimated Accuracy
 DB0870;SPC CA 6     -   589,870.    2,074,940.      MT  (+/- 180 meters Scaled)
 DB0870
 DB0870                          SUPERSEDED SURVEY CONTROL
 DB0870
 DB0870  NGVD 29 (??/??/??)  -37.886  (m)         -124.30   (f) ADJUSTED    1 2
 DB0870
 DB0870.Superseded values are not recommended for survey control.
 DB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0870.See file dsdata.txt to determine how the superseded data were derived.
 DB0870
 DB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS449495(NAD 83)
 DB0870_MARKER: DD = SURVEY DISK
 DB0870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0870_SP_SET: HEADWALL
 DB0870_STAMPING: 53 JD 1955 124
 DB0870_MARK LOGO: USGS  
 DB0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0870+STABILITY: SURFACE MOTION
 DB0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0870+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 DB0870
 DB0870  HISTORY     - Date     Condition        Report By
 DB0870  HISTORY     - 1955     MONUMENTED       USGS
 DB0870  HISTORY     - 1972     GOOD             NGS
 DB0870  HISTORY     - 1974     GOOD             IID
 DB0870  HISTORY     - 1976     GOOD             CA-025
 DB0870  HISTORY     - 1980     GOOD             CA-025
 DB0870  HISTORY     - 1981     GOOD             CA-025
 DB0870  HISTORY     - 1981     GOOD             NGS
 DB0870  HISTORY     - 1984     GOOD             CA-025
 DB0870  HISTORY     - 1985     GOOD             CA-025
 DB0870  HISTORY     - 19881005 GOOD             CA-025
 DB0870  HISTORY     - 19911018 GOOD             CA-025
 DB0870
 DB0870                          STATION DESCRIPTION
 DB0870
 DB0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0870'4.7 MI E FROM BRAWLEY.
 DB0870'ABOUT 4.7 MILES EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0870'HIGHWAY 78, 87 FEET NORTH CENTERLINE OF STATE HIGHWAY 78, 57
 DB0870'FEET WEST CENTERLINE OF STATE HIGHWAY 115, AND SET ON TOP AND
 DB0870'CENTER OF WEST CONCRETE HEADWALL OF SIPHON UNDER STATE HIGHWAY
 DB0870'115, FOR ORITA CANAL.  THIS IS USED AS A CA-025
 DB0870'BENCH MARK CO. B.-10.
 DB0870
 DB0870                          STATION RECOVERY (1974)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1974
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1976)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1980)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1980
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1981)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1981)
 DB0870
 DB0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1984)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1985)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1988)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0870'RECOVERED IN GOOD CONDITION.
 DB0870
 DB0870                          STATION RECOVERY (1991)
 DB0870
 DB0870'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0870'ABOUT 4.7 MI (7.6 KM) EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0870'HIGHWAY 78, 87 FT (26.5 M) NORTH OF CENTERLINE OF STATE HIGHWAY 78,
 DB0870'57 FT (17.4 M) WEST OF CENTERLINE OF STATE HIGHWAY 115, AND SET ON
 DB0870'TOP AND CENTER OF WEST CONCRETE HEADWALL OF SIPHON UNDER STATE
 DB0870'HIGHWAY 115, FOR ORITA CANAL. NOTE--THIS IS USED AS AN IMPERIAL
 DB0870'COUNTY BENCH MARK CO B 10.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1822 ***********************************************************************
 EW1822  DESIGNATION -  53 K MWDSC
 EW1822  PID         -  EW1822
 EW1822  STATE/COUNTY-  CA/LOS ANGELES
 EW1822  USGS QUAD   -  MOUNT WILSON (1994)
 EW1822
 EW1822                         *CURRENT SURVEY CONTROL
 EW1822  ___________________________________________________________________
 EW1822* NAD 83(1986)-  34 09 04.     (N)    118 01 39.     (W)     SCALED    
 EW1822* NAVD 88     -       165.108  (meters)     541.69   (feet)  READJUSTED
 EW1822  ___________________________________________________________________
 EW1822  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EW1822  DYNAMIC HT  -         164.930 (meters)     541.11  (feet)  COMP
 EW1822  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 EW1822  OBS GRAVITY -     979,562.4   (mgal)                       GRAV_OBS
 EW1822
 EW1822  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1822
 EW1822.The horizontal coordinates were scaled from a topographic map and have
 EW1822.an estimated accuracy of +/- 6 seconds.
 EW1822
 EW1822.The orthometric height was determined by differential leveling
 EW1822.and adjusted in February 1993.
 EW1822.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1822.distribution rate of 0.0 thru 1.0 mm/km.
 EW1822.The height was derived from older observations constrained to new
 EW1822.heights in a crustal motion area.  The height is approximate in
 EW1822.relation to other heights in its vicinity.
 EW1822
 EW1822.The geoid height was determined by GEOID03.
 EW1822
 EW1822.The dynamic height is computed by dividing the NAVD 88
 EW1822.geopotential number by the normal gravity value computed on the
 EW1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1822.degrees latitude (g = 980.6199 gals.).
 EW1822
 EW1822.The modeled gravity was interpolated from observed gravity values.
 EW1822.The observed gravity was obtained from relative gravimeter ties
 EW1822.to the IGSN71 gravity network.
 EW1822
 EW1822;                    North         East    Units  Estimated Accuracy
 EW1822;SPC CA 5     -   572,230.    1,997,460.      MT  (+/- 180 meters Scaled)
 EW1822
 EW1822                          SUPERSEDED SURVEY CONTROL
 EW1822
 EW1822  NGVD 29 (??/??/92)  164.324  (m)          539.12   (f) ADJ UNCH    1 1
 EW1822
 EW1822.Superseded values are not recommended for survey control.
 EW1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1822.See file dsdata.txt to determine how the superseded data were derived.
 EW1822
 EW1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT052793(NAD 83)
 EW1822_MARKER: DD = SURVEY DISK
 EW1822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1822_SP_SET: IN CONCRETE
 EW1822_STAMPING: 53 K 1933
 EW1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1822
 EW1822  HISTORY     - Date     Condition        Report By
 EW1822  HISTORY     - 1933     MONUMENTED       MWDSC
 EW1822  HISTORY     - 1968     GOOD             MWDSC
 EW1822  HISTORY     - 1978     GOOD             NGS
 EW1822  HISTORY     - 20070508 GOOD             GEOCAC
 EW1822
 EW1822                          STATION DESCRIPTION
 EW1822
 EW1822'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1968
 EW1822'1.1 MI NE FROM ARCADIA.
 EW1822'ARCADIA, 1.1 MI NE OF THE CITY HALL, FOOTHILL BLVD, ABOUT 0.2
 EW1822'MI E OF SANTA ANITA AVENUE AT BRIDGE NO 5320 OVER SANTA ANITA
 EW1822'AVENUE AT BRIDGE NO 5320 OVER SANTA ANITA WASH, SET IN CONCRETE
 EW1822'DIRECTLY OVER THE NE ABUTMENT.
 EW1822
 EW1822                          STATION RECOVERY (1978)
 EW1822
 EW1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1822'RECOVERED IN GOOD CONDITION.
 EW1822
 EW1822                          STATION RECOVERY (2007)
 EW1822
 EW1822'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EW1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6288 ***********************************************************************
 DH6288  DESIGNATION -  53 LAK 2.98
 DH6288  PID         -  DH6288
 DH6288  STATE/COUNTY-  CA/LAKE
 DH6288  USGS QUAD   -  LOWER LAKE (1993)
 DH6288
 DH6288                         *CURRENT SURVEY CONTROL
 DH6288  ___________________________________________________________________
 DH6288* NAD 83(2007)-  38 57 05.37056(N)    122 37 24.60020(W)     ADJUSTED  
 DH6288* NAVD 88     -       444.6    (meters)    1459.     (feet)  GPS OBS   
 DH6288  ___________________________________________________________________
 DH6288  EPOCH DATE  -        2007.00
 DH6288  X           -  -2,677,810.592 (meters)                     COMP
 DH6288  Y           -  -4,183,394.438 (meters)                     COMP
 DH6288  Z           -   3,988,391.386 (meters)                     COMP
 DH6288  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DH6288  ELLIP HEIGHT-         414.904 (meters)          (02/10/07) ADJUSTED
 DH6288  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DH6288
 DH6288  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6288  Type    PID    Designation                      North   East  Ellip
 DH6288  -------------------------------------------------------------------
 DH6288  NETWORK DH6288 53 LAK 2.98                       1.12   0.94   2.76
 DH6288  -------------------------------------------------------------------
 DH6288
 DH6288.The horizontal coordinates were established by GPS observations
 DH6288.and adjusted by the National Geodetic Survey in February 2007.
 DH6288
 DH6288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6288.The horizontal coordinates are valid at the epoch date displayed above.
 DH6288.The epoch date for horizontal control is a decimal equivalence
 DH6288.of Year/Month/Day.
 DH6288
 DH6288.The orthometric height was determined by GPS observations and a
 DH6288.high-resolution geoid model.
 DH6288
 DH6288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6288
 DH6288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6288
 DH6288.The ellipsoidal height was determined by GPS observations
 DH6288.and is referenced to NAD 83.
 DH6288
 DH6288.The geoid height was determined by GEOID03.
 DH6288
 DH6288;                    North         East     Units Scale Factor Converg.
 DH6288;SPC CA 2     -   642,807.738 1,945,956.463   MT  0.99991736   -0 23 35.1
 DH6288;SPC CA 2     - 2,108,945.05  6,384,358.83   sFT  0.99991736   -0 23 35.1
 DH6288;UTM  10      - 4,311,460.987   532,624.089   MT  0.99961311   +0 14 12.1
 DH6288
 DH6288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6288!SPC CA 2     -   0.99993491  x   0.99991736  =   0.99985227
 DH6288!UTM  10      -   0.99993491  x   0.99961311  =   0.99954804
 DH6288
 DH6288                          SUPERSEDED SURVEY CONTROL
 DH6288
 DH6288  NAD 83(1998)-  38 57 05.36792(N)    122 37 24.60079(W) AD(2004.69) B
 DH6288  ELLIP H (09/28/05)  414.919  (m)                       GP(       ) 4 1
 DH6288
 DH6288.Superseded values are not recommended for survey control.
 DH6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6288.See file dsdata.txt to determine how the superseded data were derived.
 DH6288
 DH6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ3262411461(NAD 83)
 DH6288_MARKER: DD = SURVEY DISK
 DH6288_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6288+WITH SETTING: INFORMATION.
 DH6288_STAMPING: 053 LAK 2.98
 DH6288_MARK LOGO: CADT  
 DH6288_PROJECTION: FLUSH
 DH6288_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6288+STABILITY: SURFACE MOTION
 DH6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6288+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH6288_ROD/PIPE-DEPTH: 2.2  meters
 DH6288
 DH6288  HISTORY     - Date     Condition        Report By
 DH6288  HISTORY     - 20040828 MONUMENTED       CADT
 DH6288
 DH6288                          STATION DESCRIPTION
 DH6288
 DH6288'DESCRIBED BY CALTRANS 2004 (MTL)
 DH6288'THE STATION IS LOCATED IN  LAKE COUNTY  IN THE CITY OF CLEARLAKE ON
 DH6288'HIGHWAY 53.
 DH6288' 
 DH6288'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 29 AND 53 IN
 DH6288'LOWER LAKE  PROCEED 4.76 KM (2.94 MI) NORTHEASTERLY ALONG  HIGHWAY 53
 DH6288'TO THE INTERSECTION OF  LAKESHORE DRIVE, CONTINUE 75 M NORTHEASTERLY
 DH6288'ON HIGHWAY 53 TO POSTMILE 2.98 AND THE  STATION ON THE LEFT.
 DH6288' 
 DH6288'THE MONUMENT IS THE STATION IS A SURVEY DISK ENCASED WITH PVC PIPE
 DH6288'WITH ACCESS COVER  SET IN CONCRETE FLUSH WITH THE GROUND.  0.9 M
 DH6288'NORTHWEST OF A STEEL FENCE POST AND  CARSONITE MARKER, 45.1 M
 DH6288'SOUTHEASTERLY OF A STREET LIGHT AND POLE, 54.1M  NORTHWESTERLY OF THE
 DH6288'CENTERLINE OF HIGHWAY 53,  AND 42.4 M NORTHWESTERLY OF THE WEST  EDGE
 DH6288'OF PAVEMENT OF HIGHWAY 53.
 DH6288' 
 DH6288'THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF
 DH6288'TRANSPORTATION (CALTRANS)  HIGHWAY RIGHT-OF-WAY.  USERS MUST OBTAIN AN
 DH6288'ENCROACHMENT PERMIT FROM CALTRANS  BEFORE USING THE STATION.TO OBTAIN
 DH6288'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT  PERMITS OFFICE IN
 DH6288'EUREKA.
 DH6288' 
 DH6288'THE STATION WAS OCCUPIED AS PART OF THE NROS (CALTRANS) HEIGHT
 DH6288'MODERNIZATION PROJECT  OF 2004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1740 ***********************************************************************
 AE1740  DESIGNATION -  53 LLR
 AE1740  PID         -  AE1740
 AE1740  STATE/COUNTY-  CA/LOS ANGELES
 AE1740  USGS QUAD   -  INGLEWOOD (1981)
 AE1740
 AE1740                         *CURRENT SURVEY CONTROL
 AE1740  ___________________________________________________________________
 AE1740* NAD 83(1986)-  33 58 45.     (N)    118 21 32.     (W)     SCALED    
 AE1740* NAVD 88     -        47.553  (meters)     156.01   (feet)  ADJUSTED  
 AE1740  ___________________________________________________________________
 AE1740  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 AE1740  DYNAMIC HT  -          47.502 (meters)     155.85  (feet)  COMP
 AE1740  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 AE1740
 AE1740  VERT ORDER  -  FIRST     CLASS II
 AE1740
 AE1740.The horizontal coordinates were scaled from a topographic map and have
 AE1740.an estimated accuracy of +/- 6 seconds.
 AE1740
 AE1740.The orthometric height was determined by differential leveling
 AE1740.and adjusted in October 1997.
 AE1740
 AE1740.The geoid height was determined by GEOID03.
 AE1740
 AE1740.The dynamic height is computed by dividing the NAVD 88
 AE1740.geopotential number by the normal gravity value computed on the
 AE1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1740.degrees latitude (g = 980.6199 gals.).
 AE1740
 AE1740.The modeled gravity was interpolated from observed gravity values.
 AE1740
 AE1740;                    North         East    Units  Estimated Accuracy
 AE1740;SPC CA 5     -   553,210.    1,966,840.      MT  (+/- 180 meters Scaled)
 AE1740
 AE1740                          SUPERSEDED SURVEY CONTROL
 AE1740
 AE1740.No superseded survey control is available for this station.
 AE1740
 AE1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT744606(NAD 83)
 AE1740_MARKER: DB = BENCH MARK DISK
 AE1740_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1740_SP_SET: WALK
 AE1740_STAMPING: 53 LLR 1967
 AE1740_MARK LOGO: MWDSC 
 AE1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1740+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AE1740
 AE1740  HISTORY     - Date     Condition        Report By
 AE1740  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1740  HISTORY     - 19960725 GOOD             MWDSC
 AE1740
 AE1740                          STATION DESCRIPTION
 AE1740
 AE1740'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1740'LOS ANGELES, CA, FROM 10 FWY GO WEST TO LA BREA AVE.  EXIT AT LA BREA
 AE1740'AVE AND GO SOUTH 3.8 MI (6.1 KM) TO FAIRVIEW BLVD.  MONUMENT IS AT THE
 AE1740'SOUTHWEST CORNER OF FAIRVIEW AND LA BREA INTERSECTION, 9.5 FT (2.9 M)
 AE1740'SOUTH OF BCR AND 0.8 FT (24.4 CM) EAST OF LIGHT POLE 814090E.  FOUND A
 AE1740'STANDARD 3.25 INCH MWD BCM STAMPED 53 LLR 1967 FLUSH WITH TOP OF WALK.
 AE1740'REF MWD FB 4034 01 092.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0539 ***********************************************************************
 FT0539  DESIGNATION -  53 RM
 FT0539  PID         -  FT0539
 FT0539  STATE/COUNTY-  CA/KERN
 FT0539  USGS QUAD   -  PEARSONVILLE (1982)
 FT0539
 FT0539                         *CURRENT SURVEY CONTROL
 FT0539  ___________________________________________________________________
 FT0539* NAD 83(1986)-  35 48 26.     (N)    117 48 01.     (W)     SCALED    
 FT0539* NAVD 88     -       701.372  (meters)    2301.08   (feet)  ADJUSTED  
 FT0539  ___________________________________________________________________
 FT0539  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FT0539  DYNAMIC HT  -         700.599 (meters)    2298.55  (feet)  COMP
 FT0539  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 FT0539
 FT0539  VERT ORDER  -  FIRST     CLASS II
 FT0539
 FT0539.The horizontal coordinates were scaled from a topographic map and have
 FT0539.an estimated accuracy of +/- 6 seconds.
 FT0539
 FT0539.The orthometric height was determined by differential leveling
 FT0539.and adjusted in June 1991.
 FT0539
 FT0539.The geoid height was determined by GEOID03.
 FT0539
 FT0539.The dynamic height is computed by dividing the NAVD 88
 FT0539.geopotential number by the normal gravity value computed on the
 FT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0539.degrees latitude (g = 980.6199 gals.).
 FT0539
 FT0539.The modeled gravity was interpolated from observed gravity values.
 FT0539
 FT0539;                    North         East    Units  Estimated Accuracy
 FT0539;SPC CA 5     -   755,970.    2,018,050.      MT  (+/- 180 meters Scaled)
 FT0539
 FT0539                          SUPERSEDED SURVEY CONTROL
 FT0539
 FT0539  NGVD 29 (??/??/??)  700.63   (m)         2298.7    (f) RESET       3  
 FT0539
 FT0539.Superseded values are not recommended for survey control.
 FT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0539.See file dsdata.txt to determine how the superseded data were derived.
 FT0539
 FT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV276628(NAD 83)
 FT0539_MARKER: DD = SURVEY DISK
 FT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0539_STAMPING: 53 RM 1950
 FT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0539+STABILITY: SURFACE MOTION
 FT0539
 FT0539  HISTORY     - Date     Condition        Report By
 FT0539  HISTORY     - 1950     MONUMENTED       USN
 FT0539  HISTORY     - 1950     GOOD             NGS
 FT0539
 FT0539                          STATION DESCRIPTION
 FT0539
 FT0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0539'12.5 MI NE FROM CHINA LAKE USN .
 FT0539'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0539'B-1 RANGE, WEST AND NORTH OF THE B-1 AIR STRIP, IT IS ONE OF THE
 FT0539'STATIONS OF THE B-1 BASE LINE.  THE STATION IS A NAVAL ORDANCE
 FT0539'DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE GROUND,
 FT0539'THE DISK IS STAMPED 53 RM 1950 AND IS 2 INCHES BELOW THE SURFACE
 FT0539'OF THE GROUND.  TO REACH FROM THE CONTROL TOWER OF THE B-1 AIR
 FT0539'STRIP GO WEST TO THE B-1 BASE LINE, TURN RIGHT, NORTH, FOLLOW
 FT0539'THE BASE LINE TO STATION.  DIRECTIONS TO REACH THE B-1 BASE LINE
 FT0539'CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY
 FT0539'OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1298 ***********************************************************************
 DY1298  DESIGNATION -  53.181 C OF LA
 DY1298  PID         -  DY1298
 DY1298  STATE/COUNTY-  CA/LOS ANGELES
 DY1298  USGS QUAD   -  VENICE (1981)
 DY1298
 DY1298                         *CURRENT SURVEY CONTROL
 DY1298  ___________________________________________________________________
 DY1298* NAD 83(1986)-  33 57 10.     (N)    118 26 49.     (W)     SCALED    
 DY1298* NAVD 88     -        16.46   (+/-2cm)      54.0    (feet)  VERTCON   
 DY1298  ___________________________________________________________________
 DY1298  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DY1298  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1298
 DY1298.The horizontal coordinates were scaled from a topographic map and have
 DY1298.an estimated accuracy of +/- 6 seconds.
 DY1298
 DY1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1298.The vertical order pertains to the NGVD 29 superseded value.
 DY1298
 DY1298.The geoid height was determined by GEOID03.
 DY1298
 DY1298;                    North         East    Units  Estimated Accuracy
 DY1298;SPC CA 5     -   550,320.    1,958,690.      MT  (+/- 180 meters Scaled)
 DY1298
 DY1298                          SUPERSEDED SURVEY CONTROL
 DY1298
 DY1298  NGVD 29 (??/??/92)   15.713  (m)           51.55   (f) ADJ UNCH    1 1
 DY1298
 DY1298.Superseded values are not recommended for survey control.
 DY1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1298.See file dsdata.txt to determine how the superseded data were derived.
 DY1298
 DY1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT662578(NAD 83)
 DY1298_MARKER: S = SPIKE
 DY1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1298_SP_SET: CURB
 DY1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1298
 DY1298  HISTORY     - Date     Condition        Report By
 DY1298  HISTORY     - UNK      MONUMENTED       CA1980
 DY1298  HISTORY     - 1960     GOOD             NGS
 DY1298  HISTORY     - 1966     GOOD             NGS
 DY1298  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 DY1298  HISTORY     - 20070621 MARK NOT FOUND   GEOCAC
 DY1298
 DY1298                          STATION DESCRIPTION
 DY1298
 DY1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1298'AT PLAYA DEL REY.
 DY1298'AT PLAYA DEL REY, AT THE JUNCTION OF VISTA DEL MAR AND WATERVIEW
 DY1298'STREET, IN TOP OF THE NORTHEAST CONCRETE CURB NEAR THE CENTER OF
 DY1298'THE CURB RETURN TO WATERVIEW STREET, 5.4 FEET NORTHWEST OF
 DY1298'BENCH MARK S 767, ABOUT 1 1/2 FEET LOWER THAN BENCH MARK S 767,
 DY1298'AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.
 DY1298
 DY1298                          STATION RECOVERY (1966)
 DY1298
 DY1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1298'RECOVERED IN GOOD CONDITION.
 DY1298
 DY1298                          STATION RECOVERY (2004)
 DY1298
 DY1298'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 DY1298'LOCATED DY1296 AND FOUND NEW CONCRETE IN THE AREA WHERE THIS MARK
 DY1298'SHOULD BE. PROBABLY DESTROYED.
 DY1298
 DY1298                          STATION RECOVERY (2007)
 DY1298
 DY1298'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY1298'MARK NOT FOUND.  THE CURB APPEARS TO HAVE BEEN REPLACED.  NO TRACE OF
 DY1298'THE MARK COULD BE LOCATED ALONG THE ENTIRE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0971 ***********************************************************************
 HT0971  DESIGNATION -  53.6 WEST C OF B
 HT0971  PID         -  HT0971
 HT0971  STATE/COUNTY-  CA/ALAMEDA
 HT0971  USGS QUAD   -  OAKLAND WEST (1993)
 HT0971
 HT0971                         *CURRENT SURVEY CONTROL
 HT0971  ___________________________________________________________________
 HT0971* NAD 83(1986)-  37 51 59.     (N)    122 17 28.     (W)     SCALED    
 HT0971* NAVD 88     -        16.96   (+/-2cm)      55.6    (feet)  VERTCON   
 HT0971  ___________________________________________________________________
 HT0971  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HT0971  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0971
 HT0971.The horizontal coordinates were scaled from a topographic map and have
 HT0971.an estimated accuracy of +/- 6 seconds.
 HT0971
 HT0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0971.The vertical order pertains to the NGVD 29 superseded value.
 HT0971
 HT0971.The geoid height was determined by GEOID03.
 HT0971
 HT0971;                    North         East    Units  Estimated Accuracy
 HT0971;SPC CA 3     -   653,150.    1,842,420.      MT  (+/- 180 meters Scaled)
 HT0971
 HT0971                          SUPERSEDED SURVEY CONTROL
 HT0971
 HT0971  NGVD 29 (??/??/92)   16.129  (m)           52.92   (f) ADJ UNCH    1 1
 HT0971
 HT0971.Superseded values are not recommended for survey control.
 HT0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0971.See file dsdata.txt to determine how the superseded data were derived.
 HT0971
 HT0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG623912(NAD 83)
 HT0971_MARKER: Z = SEE DESCRIPTION
 HT0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0971_SP_SET: CURB
 HT0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0971
 HT0971  HISTORY     - Date     Condition        Report By
 HT0971  HISTORY     - UNK      MONUMENTED       CA0340
 HT0971  HISTORY     - 1962     GOOD             NGS
 HT0971  HISTORY     - 1969     GOOD             NGS
 HT0971  HISTORY     - 1987     GOOD             USPSQD
 HT0971
 HT0971                          STATION DESCRIPTION
 HT0971
 HT0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT0971'AT BERKELEY.
 HT0971'AT BERKELEY, AT THE INTERSECTION OF SAN PABLO AVENUE AND ALLSTON
 HT0971'WAY, 5 FEET NORTH OF THE CENTERLINE OF ALLSTON WAY, IN LINE WITH
 HT0971'THE WEST CURB OF SAN PABLO AVENUE, 1 FOOT BELOW THE SURFACE OF
 HT0971'THE STREET, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN AN
 HT0971'8-INCH PIPE WITH A CAST IRON COVER LETTERED, CITY MONUMENT.
 HT0971
 HT0971                          STATION RECOVERY (1969)
 HT0971
 HT0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0971'RECOVERED IN GOOD CONDITION.
 HT0971
 HT0971                          STATION RECOVERY (1987)
 HT0971
 HT0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3872 ***********************************************************************
 HS3872  DESIGNATION -  53.86 EBMUD
 HS3872  PID         -  HS3872
 HS3872  STATE/COUNTY-  CA/SAN JOAQUIN
 HS3872  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3872
 HS3872                         *CURRENT SURVEY CONTROL
 HS3872  ___________________________________________________________________
 HS3872* NAD 83(1986)-  37 56 17.     (N)    121 30 57.     (W)     SCALED    
 HS3872* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 HS3872  ___________________________________________________________________
 HS3872  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 HS3872  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3872
 HS3872.The horizontal coordinates were scaled from a topographic map and have
 HS3872.an estimated accuracy of +/- 6 seconds.
 HS3872
 HS3872.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3872.The vertical order pertains to the NGVD 29 superseded value.
 HS3872
 HS3872.The geoid height was determined by GEOID03.
 HS3872
 HS3872;                    North         East    Units  Estimated Accuracy
 HS3872;SPC CA 3     -   660,080.    1,910,710.      MT  (+/- 180 meters Scaled)
 HS3872
 HS3872                          SUPERSEDED SURVEY CONTROL
 HS3872
 HS3872  NGVD 29 (??/??/92)    0.607  (m)            1.99   (f) ADJ UNCH    1 2
 HS3872
 HS3872.Superseded values are not recommended for survey control.
 HS3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3872.See file dsdata.txt to determine how the superseded data were derived.
 HS3872
 HS3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG304999(NAD 83)
 HS3872_MARKER: DD = SURVEY DISK
 HS3872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3872_SP_SET: CONCRETE MANHOLE STRUCTURE
 HS3872_STAMPING: P 2402+53.86 2.04 H 2402+69.54
 HS3872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3872
 HS3872  HISTORY     - Date     Condition        Report By
 HS3872  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3872  HISTORY     - 1967     GOOD             NGS
 HS3872
 HS3872                          STATION DESCRIPTION
 HS3872
 HS3872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS3872'4.8 MI W FROM HOLT.
 HS3872'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS3872'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 4.65 MILES WEST
 HS3872'ALONG MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT,
 HS3872'AT THE NORTH SIDE OF UPPER JONES TRACT, IN THE TOP OF THE EAST
 HS3872'END OF CONCRETE MANHOLE STRUCTURE 128 OF THE CENTER PIPE LINE,
 HS3872'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF
 HS3872'BENCH MARK R 1105, 2.4 FEET EAST OF THE EAST WALL OF THE MANHOLE
 HS3872'COVER, AND ABOUT 14 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1245 ***********************************************************************
 MX1245  DESIGNATION -  5303
 MX1245  PID         -  MX1245
 MX1245  STATE/COUNTY-  CA/DEL NORTE
 MX1245  USGS QUAD   -  DEVILS PUNCHBOWL (1981)
 MX1245
 MX1245                         *CURRENT SURVEY CONTROL
 MX1245  ___________________________________________________________________
 MX1245* NAD 83(1992)-  41 48 32.83952(N)    123 44 28.35369(W)     ADJUSTED  
 MX1245* NAVD 88     -      1617.     (meters)    5305.     (feet)  SCALED    
 MX1245  ___________________________________________________________________
 MX1245  EPOCH DATE  -        1991.35
 MX1245  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 MX1245  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 MX1245  HORZ ORDER  -  SECOND
 MX1245
 MX1245.The horizontal coordinates were established by classical geodetic methods
 MX1245.and adjusted by the National Geodetic Survey in March 1994.
 MX1245.The horizontal coordinates are valid at the epoch date displayed above.
 MX1245.The epoch date for horizontal control is a decimal equivalence
 MX1245.of Year/Month/Day.
 MX1245
 MX1245.The orthometric height was scaled from a topographic map.
 MX1245
 MX1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1245
 MX1245.The geoid height was determined by GEOID03.
 MX1245
 MX1245;                    North         East     Units Scale Factor Converg.
 MX1245;SPC CA 1     -   776,358.362 1,855,312.994   MT  1.00003930   -1 08 18.8
 MX1245;SPC CA 1     - 2,547,102.39  6,086,972.71   sFT  1.00003930   -1 08 18.8
 MX1245;UTM  10      - 4,628,849.119   438,431.501   MT  0.99964665   -0 29 38.9
 MX1245
 MX1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1245!SPC CA 1     -   0.99975047  x   1.00003930  =   0.99978976
 MX1245!UTM  10      -   0.99975047  x   0.99964665  =   0.99939721
 MX1245
 MX1245                          SUPERSEDED SURVEY CONTROL
 MX1245
 MX1245  NAD 83(1991)-  41 48 32.83238(N)    123 44 28.35387(W) AD(1984.00) 2
 MX1245  NAD 83(1986)-  41 48 32.82853(N)    123 44 28.35378(W) AD(1984.00) 2
 MX1245  NAD 27      -  41 48 33.41820(N)    123 44 24.09940(W) AD(       ) 2
 MX1245
 MX1245.Superseded values are not recommended for survey control.
 MX1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1245.See file dsdata.txt to determine how the superseded data were derived.
 MX1245
 MX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM3843228849(NAD 83)
 MX1245_MARKER: Z = SEE DESCRIPTION
 MX1245_SETTING: 0 = UNSPECIFIED SETTING
 MX1245
 MX1245  HISTORY     - Date     Condition        Report By
 MX1245  HISTORY     - 1952     MONUMENTED       CGS
 MX1245
 MX1245                          STATION DESCRIPTION
 MX1245
 MX1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1245'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTH OF O BRIEN,
 MX1245'11 MILES EAST SOUTHEAST OF GASQUET, ON THE HIGHEST POINT OF
 MX1245'WHAT IS LOCALLY KNOWN AS BEAR BASIN BUTTE.
 MX1245'
 MX1245'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 MX1245'5303 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 22 FEET
 MX1245'SOUTH OF THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE.  IT IS
 MX1245'44.003 FEET, 13.412 METERS SOUTH OF STATION BEAR BASIN.  THE
 MX1245'CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV1034 ***********************************************************************
 FV1034  DESIGNATION -  531 USGS
 FV1034  PID         -  FV1034
 FV1034  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV1034  USGS QUAD   -  CYPRESS MOUNTAIN (1979)
 FV1034
 FV1034                         *CURRENT SURVEY CONTROL
 FV1034  ___________________________________________________________________
 FV1034* NAD 83(1986)-  35 33 44.     (N)    120 57 23.     (W)     SCALED    
 FV1034* NAVD 88     -       163.55   (+/-2cm)     536.6    (feet)  VERTCON   
 FV1034  ___________________________________________________________________
 FV1034  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 FV1034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV1034
 FV1034.The horizontal coordinates were scaled from a topographic map and have
 FV1034.an estimated accuracy of +/- 6 seconds.
 FV1034
 FV1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV1034.The vertical order pertains to the NGVD 29 superseded value.
 FV1034
 FV1034.The geoid height was determined by GEOID03.
 FV1034
 FV1034;                    North         East    Units  Estimated Accuracy
 FV1034;SPC CA 5     -   732,700.    1,732,010.      MT  (+/- 180 meters Scaled)
 FV1034
 FV1034                          SUPERSEDED SURVEY CONTROL
 FV1034
 FV1034  NGVD 29 (??/??/92)  162.650  (m)          533.63   (f) ADJ UNCH    2 0
 FV1034
 FV1034.Superseded values are not recommended for survey control.
 FV1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV1034.See file dsdata.txt to determine how the superseded data were derived.
 FV1034
 FV1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE852373(NAD 83)
 FV1034_MARKER: DD = SURVEY DISK
 FV1034_SETTING: 80 = SET IN A BOULDER
 FV1034_SP_SET: BOULDER
 FV1034_STAMPING: 531 1917
 FV1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV1034+STABILITY: SURFACE MOTION
 FV1034
 FV1034  HISTORY     - Date     Condition        Report By
 FV1034  HISTORY     - 1917     MONUMENTED       USGS
 FV1034  HISTORY     - 1943     GOOD             NGS
 FV1034
 FV1034                          STATION DESCRIPTION
 FV1034
 FV1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FV1034'8.7 MI E FROM CAMBRIA.
 FV1034'8.7 MILES EAST ALONG STATE HIGHWAY 41 FROM CAMBRIA, SAN LUIS
 FV1034'OBISPO COUNTY, AT THE MAMMOTH ROCK RURAL SCHOOL, 85 FEET
 FV1034'NORTHEAST OF THE FLAG POLE, IN THE TOP OF A SMALL BOULDER, AND
 FV1034'15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 FV1034'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 531 1917.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0444 ***********************************************************************
 LU0444  DESIGNATION -  531.6 USGS
 LU0444  PID         -  LU0444
 LU0444  STATE/COUNTY-  CA/TEHAMA
 LU0444  USGS QUAD   -  MITCHELL GULCH (1976)
 LU0444
 LU0444                         *CURRENT SURVEY CONTROL
 LU0444  ___________________________________________________________________
 LU0444* NAD 83(1986)-  40 18 59.     (N)    122 26 54.     (W)     SCALED    
 LU0444* NAVD 88     -       162.85   (+/-2cm)     534.3    (feet)  VERTCON   
 LU0444  ___________________________________________________________________
 LU0444  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 LU0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0444
 LU0444.The horizontal coordinates were scaled from a topographic map and have
 LU0444.an estimated accuracy of +/- 6 seconds.
 LU0444
 LU0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0444.The vertical order pertains to the NGVD 29 superseded value.
 LU0444
 LU0444.The geoid height was determined by GEOID03.
 LU0444
 LU0444;                    North         East    Units  Estimated Accuracy
 LU0444;SPC CA 1     -   609,250.    1,961,900.      MT  (+/- 180 meters Scaled)
 LU0444
 LU0444                          SUPERSEDED SURVEY CONTROL
 LU0444
 LU0444  NGVD 29 (??/??/92)  162.069  (m)          531.72   (f) ADJ UNCH    2 0
 LU0444
 LU0444.Superseded values are not recommended for survey control.
 LU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0444.See file dsdata.txt to determine how the superseded data were derived.
 LU0444
 LU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK468630(NAD 83)
 LU0444_MARKER: Q = CHISELED SQUARE
 LU0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0444_SP_SET: BRIDGE
 LU0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0444
 LU0444  HISTORY     - Date     Condition        Report By
 LU0444  HISTORY     - UNK      MONUMENTED       USGS
 LU0444  HISTORY     - 1948     GOOD             NGS
 LU0444
 LU0444                          STATION DESCRIPTION
 LU0444
 LU0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0444'3.7 MI NE FROM BAKER FIRE CAMP.
 LU0444'3.7 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE BAKER FIRE
 LU0444'CAMP OF THE CALIFORNIA DIVISION OF FORESTRY, AT A STEEL TRUSS
 LU0444'BRIDGE OVER NORTH FORK COTTONWOOD CREEK, ON THE TOP OF THE NORTHWEST
 LU0444'CONCRETE ABUTMENT, ABOUT 76 YARDS WEST OF B.M. K 340, 12 FEET
 LU0444'NORTHWEST OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER
 LU0444'OF THE WEST END OF THE BRIDGE), 3.3 FEET NORTHWEST OF THE WEST
 LU0444'END OF THE NORTH GUARD RAIL, 3.1 FEET WEST OF A STEEL GIRDER
 LU0444'MARKED BY THE WHITE PAINTED LETTERS 531.6, AND ABOUT LEVEL WITH THE
 LU0444'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0369 ***********************************************************************
 GS0369  DESIGNATION -  5320
 GS0369  PID         -  GS0369
 GS0369  STATE/COUNTY-  CA/INYO
 GS0369  USGS QUAD   -  EMIGRANT PASS (1988)
 GS0369
 GS0369                         *CURRENT SURVEY CONTROL
 GS0369  ___________________________________________________________________
 GS0369* NAD 83(1986)-  36 20 03.     (N)    117 08 27.     (W)     SCALED    
 GS0369* NAVD 88     -      1621.875  (meters)    5321.10   (feet)  ADJUSTED  
 GS0369  ___________________________________________________________________
 GS0369  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GS0369  DYNAMIC HT  -        1619.954 (meters)    5314.80  (feet)  COMP
 GS0369  MODELED GRAV-     979,389.8   (mgal)                       NAVD 88
 GS0369
 GS0369  VERT ORDER  -  FIRST     CLASS II
 GS0369
 GS0369.The horizontal coordinates were scaled from a topographic map and have
 GS0369.an estimated accuracy of +/- 6 seconds.
 GS0369
 GS0369.The orthometric height was determined by differential leveling
 GS0369.and adjusted in June 1991.
 GS0369
 GS0369.The geoid height was determined by GEOID03.
 GS0369
 GS0369.The dynamic height is computed by dividing the NAVD 88
 GS0369.geopotential number by the normal gravity value computed on the
 GS0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0369.degrees latitude (g = 980.6199 gals.).
 GS0369
 GS0369.The modeled gravity was interpolated from observed gravity values.
 GS0369
 GS0369;                    North         East    Units  Estimated Accuracy
 GS0369;SPC CA 4     -   612,670.    2,166,900.      MT  (+/- 180 meters Scaled)
 GS0369
 GS0369                          SUPERSEDED SURVEY CONTROL
 GS0369
 GS0369  NGVD 29 (??/??/??) 1620.834  (m)         5317.69   (f) ADJUSTED    1 2
 GS0369
 GS0369.Superseded values are not recommended for survey control.
 GS0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0369.See file dsdata.txt to determine how the superseded data were derived.
 GS0369
 GS0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA873210(NAD 83)
 GS0369_MARKER: P = PIPE CAP
 GS0369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0369_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0369_STAMPING: 5320 B 161 1907
 GS0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0369
 GS0369  HISTORY     - Date     Condition        Report By
 GS0369  HISTORY     - 1907     MONUMENTED       USGS
 GS0369  HISTORY     - 1935     GOOD             NGS
 GS0369
 GS0369                          STATION DESCRIPTION
 GS0369
 GS0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GS0369'22.1 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0369'22.1 MILES SOUTHWEST ALONG A COUNTY ROAD FROM STOVEPIPE WELLS
 GS0369'HOTEL, INYO COUNTY, AT THE SUMMIT OF EMIGRANT PASS, AND 27 FEET
 GS0369'NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 GS0369'SURVEY STANDARD CAP, STAMPED 5320 B 161 1907 AND RIVETED ON THE
 GS0369'TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0244 ***********************************************************************
 KS0244  DESIGNATION -  5332.4
 KS0244  PID         -  KS0244
 KS0244  STATE/COUNTY-  CA/PLACER
 KS0244  USGS QUAD   -  ROYAL GORGE (1979)
 KS0244
 KS0244                         *CURRENT SURVEY CONTROL
 KS0244  ___________________________________________________________________
 KS0244* NAD 83(1986)-  39 08 46.     (N)    120 24 26.     (W)     SCALED    
 KS0244* NAVD 88     -      1626.45   (+/-2cm)    5336.1    (feet)  VERTCON   
 KS0244  ___________________________________________________________________
 KS0244  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 KS0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0244
 KS0244.The horizontal coordinates were scaled from a topographic map and have
 KS0244.an estimated accuracy of +/- 6 seconds.
 KS0244
 KS0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0244.The vertical order pertains to the NGVD 29 superseded value.
 KS0244
 KS0244.The geoid height was determined by GEOID03.
 KS0244
 KS0244;                    North         East    Units  Estimated Accuracy
 KS0244;SPC CA 2     -   665,430.    2,137,670.      MT  (+/- 180 meters Scaled)
 KS0244
 KS0244                          SUPERSEDED SURVEY CONTROL
 KS0244
 KS0244  NGVD 29 (??/??/??) 1625.334  (m)         5332.45   (f) ADJUSTED    2 0
 KS0244
 KS0244.Superseded values are not recommended for survey control.
 KS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0244.See file dsdata.txt to determine how the superseded data were derived.
 KS0244
 KS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ240361(NAD 83)
 KS0244_MARKER: N = NAIL
 KS0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0244_SP_SET: TREE
 KS0244_MARK LOGO: USGS  
 KS0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0244
 KS0244  HISTORY     - Date     Condition        Report By
 KS0244  HISTORY     - UNK      MONUMENTED       USGS
 KS0244  HISTORY     - 1952     GOOD             CGS
 KS0244
 KS0244                          STATION DESCRIPTION
 KS0244
 KS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0244'27.7 MI SW FROM SODA SPRINGS.
 KS0244'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0244'SODA SPRINGS, THENCE 27.45 MILES SOUTHWEST ALONG THE SODA
 KS0244'SPRINGS-FRENCE MEADOWS ROAD, AT A Y JUNCTION OF A ROAD LEADING
 KS0244'SOUTHEAST TO AHART CAMP GROUND, IN THE ROOT OF THE WEST SIDE
 KS0244'OF A FIR TREE AT THE BASE OF THE TREE, 16 1/2 FEET WEST OF
 KS0244'THE CENTER OF THE ROAD TO THE CAMP GROUND, 12 1/2 FEET EAST OF
 KS0244'THE CENTER LINE OF THE MAIN ROAD, ABOUT LEVEL WITH THE ROAD,
 KS0244'AND MARKED WITH A PAINTED BOARD WITH THE NUMBERS 5332.4 ON IT,
 KS0244'NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1155 ***********************************************************************
 DC1155  DESIGNATION -  534.0 USGS
 DC1155  PID         -  DC1155
 DC1155  STATE/COUNTY-  CA/SAN DIEGO
 DC1155  USGS QUAD   -  POWAY (1975)
 DC1155
 DC1155                         *CURRENT SURVEY CONTROL
 DC1155  ___________________________________________________________________
 DC1155* NAD 83(1986)-  32 53 52.     (N)    117 06 05.     (W)     SCALED    
 DC1155* NAVD 88     -       163.39   (+/-2cm)     536.1    (feet)  VERTCON   
 DC1155  ___________________________________________________________________
 DC1155  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DC1155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1155
 DC1155.The horizontal coordinates were scaled from a topographic map and have
 DC1155.an estimated accuracy of +/- 6 seconds.
 DC1155
 DC1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1155.The vertical order pertains to the NGVD 29 superseded value.
 DC1155
 DC1155.The geoid height was determined by GEOID03.
 DC1155
 DC1155;                    North         East    Units  Estimated Accuracy
 DC1155;SPC CA 6     -   581,410.    1,920,350.      MT  (+/- 180 meters Scaled)
 DC1155
 DC1155                          SUPERSEDED SURVEY CONTROL
 DC1155
 DC1155  NGVD 29 (??/??/??)  162.737  (m)          533.91   (f) ADJUSTED    2 0
 DC1155
 DC1155.Superseded values are not recommended for survey control.
 DC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1155.See file dsdata.txt to determine how the superseded data were derived.
 DC1155
 DC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS905399(NAD 83)
 DC1155_MARKER: Q = CHISELED SQUARE
 DC1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1155_SP_SET: CULVERT
 DC1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1155
 DC1155  HISTORY     - Date     Condition        Report By
 DC1155  HISTORY     - UNK      MONUMENTED       USGS
 DC1155  HISTORY     - 1955     GOOD             NGS
 DC1155
 DC1155                          STATION DESCRIPTION
 DC1155
 DC1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1155'1.7 MI NE FROM MIRAMAR NAAS.
 DC1155'0.1 MILE EAST ALONG A PAVED STREET FROM THE PASS OFFICE AT
 DC1155'MIRAMAR NAVAL AUXILIARY AIR STATION, THENCE 0.4 MILE NORTH
 DC1155'ALONG U.S. HIGHWAY 395, THENCE 1.2 MILES NORTHEAST ALONG
 DC1155'POMERADO ROAD (OLD U.S. HIGHWAY 395), AT A 10-INCH CORRUGATED
 DC1155'METAL PIPE CULVERT, ON THE TOP OF THE CENTER OF THE NORTH
 DC1155'CONCRETE HEAD WALL, 138 FEET WEST OF BENCH MARK D 897, 18.0
 DC1155'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 DC1155'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0896 ***********************************************************************
 FV0896  DESIGNATION -  534.9 USGS
 FV0896  PID         -  FV0896
 FV0896  STATE/COUNTY-  CA/KINGS
 FV0896  USGS QUAD   -  PYRAMID HILLS (1994)
 FV0896
 FV0896                         *CURRENT SURVEY CONTROL
 FV0896  ___________________________________________________________________
 FV0896* NAD 83(1986)-  35 52 16.     (N)    120 02 13.     (W)     SCALED    
 FV0896* NAVD 88     -       164.32   (+/-2cm)     539.1    (feet)  VERTCON   
 FV0896  ___________________________________________________________________
 FV0896  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 FV0896  VERT ORDER  -  THIRD (See Below)
 FV0896
 FV0896.The horizontal coordinates were scaled from a topographic map and have
 FV0896.an estimated accuracy of +/- 6 seconds.
 FV0896
 FV0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0896.The vertical order pertains to the NGVD 29 superseded value.
 FV0896
 FV0896.The geoid height was determined by GEOID03.
 FV0896
 FV0896;                    North         East    Units  Estimated Accuracy
 FV0896;SPC CA 4     -   560,180.    1,906,350.      MT  (+/- 180 meters Scaled)
 FV0896
 FV0896                          SUPERSEDED SURVEY CONTROL
 FV0896
 FV0896  NGVD 29 (??/??/??)  163.39   (m)          536.1    (f) RESET       3  
 FV0896
 FV0896.Superseded values are not recommended for survey control.
 FV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0896.See file dsdata.txt to determine how the superseded data were derived.
 FV0896
 FV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE675737(NAD 83)
 FV0896_MARKER: N = NAIL
 FV0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0896+STABILITY: SURFACE MOTION
 FV0896
 FV0896  HISTORY     - Date     Condition        Report By
 FV0896  HISTORY     - UNK      MONUMENTED       USGS
 FV0896  HISTORY     - 1935     GOOD             NGS
 FV0896  HISTORY     - 1957     MARK NOT FOUND   NGS
 FV0896  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 FV0896
 FV0896                          STATION DESCRIPTION
 FV0896
 FV0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0896'8 MI NW FROM DEVILS DEN.
 FV0896'8.0 MI. N.W. ALONG COALINGA - MC. KITTRICK ROAD FROM BARKER
 FV0896'BROS. FILLING STATION.  ALONG THE RIGHT OF WAY OF STATE HIGHWAY
 FV0896'NO. 138, 25 FEET EAST OF CENTER LINE OF HIGHWAY.
 FV0896
 FV0896                          STATION RECOVERY (1957)
 FV0896
 FV0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FV0896'MARK NOT FOUND.
 FV0896
 FV0896                          STATION RECOVERY (1997)
 FV0896
 FV0896'RECOVERY NOTE BY US POWER SQUADRON 1997
 FV0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0895 ***********************************************************************
 FV0895  DESIGNATION -  535 USGS
 FV0895  PID         -  FV0895
 FV0895  STATE/COUNTY-  CA/KINGS
 FV0895  USGS QUAD   -  PYRAMID HILLS (1994)
 FV0895
 FV0895                         *CURRENT SURVEY CONTROL
 FV0895  ___________________________________________________________________
 FV0895* NAD 83(1986)-  35 52 10.     (N)    120 02 11.     (W)     SCALED    
 FV0895* NAVD 88     -       163.95   (+/-2cm)     537.9    (feet)  VERTCON   
 FV0895  ___________________________________________________________________
 FV0895  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 FV0895  VERT ORDER  -  THIRD (See Below)
 FV0895
 FV0895.The horizontal coordinates were scaled from a topographic map and have
 FV0895.an estimated accuracy of +/- 6 seconds.
 FV0895
 FV0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0895.The vertical order pertains to the NGVD 29 superseded value.
 FV0895
 FV0895.The geoid height was determined by GEOID03.
 FV0895
 FV0895;                    North         East    Units  Estimated Accuracy
 FV0895;SPC CA 4     -   559,990.    1,906,400.      MT  (+/- 180 meters Scaled)
 FV0895
 FV0895                          SUPERSEDED SURVEY CONTROL
 FV0895
 FV0895  NGVD 29 (??/??/??)  163.02   (m)          534.8    (f) RESET       3  
 FV0895
 FV0895.Superseded values are not recommended for survey control.
 FV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0895.See file dsdata.txt to determine how the superseded data were derived.
 FV0895
 FV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE675735(NAD 83)
 FV0895_MARKER: DD = SURVEY DISK
 FV0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0895_STAMPING: 535 B B 45 1908
 FV0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0895+STABILITY: SURFACE MOTION
 FV0895
 FV0895  HISTORY     - Date     Condition        Report By
 FV0895  HISTORY     - 1908     MONUMENTED       USGS
 FV0895  HISTORY     - 1957     GOOD             NGS
 FV0895  HISTORY     - 1966     GOOD             NGS
 FV0895  HISTORY     - 19900117 GOOD             USPSQD
 FV0895  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 FV0895
 FV0895                          STATION DESCRIPTION
 FV0895
 FV0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0895'7.2 MI NW FROM DEVILS DEN.
 FV0895'7.2 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC
 FV0895'GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E T24S
 FV0895'S4, AT THE SOUTHEAST END OF A LOW CUT, AT THE INTERSECTION OF
 FV0895'ROADS LEADING SOUTH, WEST AND SOUTHEAST, 96 1/2 FEET WEST OF THE
 FV0895'CENTER LINE OF THE ROAD LEADING SOUTH, 93 1/2 FEET SOUTHWEST
 FV0895'OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF A
 FV0895'2-BY 6-INCH WHITE POST, 1.4 FEET NORTH OF A WITNESS POST, ABOUT
 FV0895'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FV0895'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FV0895
 FV0895                          STATION RECOVERY (1966)
 FV0895
 FV0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FV0895'RECOVERED IN GOOD CONDITION.
 FV0895
 FV0895                          STATION RECOVERY (1990)
 FV0895
 FV0895'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMV)
 FV0895'RECOVERED IN GOOD CONDITION.
 FV0895
 FV0895                          STATION RECOVERY (1997)
 FV0895
 FV0895'RECOVERY NOTE BY US POWER SQUADRON 1997
 FV0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0288 ***********************************************************************
 LU0288  DESIGNATION -  536.9 USGS
 LU0288  PID         -  LU0288
 LU0288  STATE/COUNTY-  CA/SHASTA
 LU0288  USGS QUAD   -  OLINDA (1976)
 LU0288
 LU0288                         *CURRENT SURVEY CONTROL
 LU0288  ___________________________________________________________________
 LU0288* NAD 83(1986)-  40 23 18.     (N)    122 26 47.     (W)     SCALED    
 LU0288* NAVD 88     -       164.37   (+/-2cm)     539.3    (feet)  VERTCON   
 LU0288  ___________________________________________________________________
 LU0288  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 LU0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0288
 LU0288.The horizontal coordinates were scaled from a topographic map and have
 LU0288.an estimated accuracy of +/- 6 seconds.
 LU0288
 LU0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0288.The vertical order pertains to the NGVD 29 superseded value.
 LU0288
 LU0288.The geoid height was determined by GEOID03.
 LU0288
 LU0288;                    North         East    Units  Estimated Accuracy
 LU0288;SPC CA 1     -   617,240.    1,962,100.      MT  (+/- 180 meters Scaled)
 LU0288
 LU0288                          SUPERSEDED SURVEY CONTROL
 LU0288
 LU0288  NGVD 29 (??/??/92)  163.596  (m)          536.73   (f) ADJ UNCH    2 0
 LU0288
 LU0288.Superseded values are not recommended for survey control.
 LU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0288.See file dsdata.txt to determine how the superseded data were derived.
 LU0288
 LU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK469710(NAD 83)
 LU0288_MARKER: Q = CHISELED SQUARE
 LU0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0288_SP_SET: BRIDGE
 LU0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0288
 LU0288  HISTORY     - Date     Condition        Report By
 LU0288  HISTORY     - UNK      MONUMENTED       USGS
 LU0288  HISTORY     - 1949     GOOD             NGS
 LU0288
 LU0288                          STATION DESCRIPTION
 LU0288
 LU0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0288'9.1 MI W FROM COTTONWOOD.
 LU0288'9.1 MILES WEST ALONG THE IGO ROAD FROM THE COTTONWOOD UNION
 LU0288'SCHOOL, AT A BRIDGE OVER ANTELOPE CREEK, ON THE TOP OF THE NORTH
 LU0288'END OF THE EAST ABUTMENT, 11 FEET NORTH OF CENTER LINE OF THE
 LU0288'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1561 ***********************************************************************
 EW1561  DESIGNATION -  537.194 C OF LA
 EW1561  PID         -  EW1561
 EW1561  STATE/COUNTY-  CA/LOS ANGELES
 EW1561  USGS QUAD   -  HOLLYWOOD (1994)
 EW1561
 EW1561                         *CURRENT SURVEY CONTROL
 EW1561  ___________________________________________________________________
 EW1561* NAD 83(1986)-  34 06 36.     (N)    118 17 50.     (W)     SCALED    
 EW1561* NAVD 88     -       164.55   (+/-2cm)     539.9    (feet)  VERTCON   
 EW1561  ___________________________________________________________________
 EW1561  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW1561  VERT ORDER  -  THIRD (See Below)
 EW1561
 EW1561.The horizontal coordinates were scaled from a topographic map and have
 EW1561.an estimated accuracy of +/- 6 seconds.
 EW1561
 EW1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1561.The vertical order pertains to the NGVD 29 superseded value.
 EW1561
 EW1561.The geoid height was determined by GEOID03.
 EW1561
 EW1561;                    North         East    Units  Estimated Accuracy
 EW1561;SPC CA 5     -   567,710.    1,972,580.      MT  (+/- 180 meters Scaled)
 EW1561
 EW1561                          SUPERSEDED SURVEY CONTROL
 EW1561
 EW1561  NGVD 29 (??/??/??)  163.76   (m)          537.3    (f) RESET       3  
 EW1561
 EW1561.Superseded values are not recommended for survey control.
 EW1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1561.See file dsdata.txt to determine how the superseded data were derived.
 EW1561
 EW1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT803751(NAD 83)
 EW1561_MARKER: S = SPIKE
 EW1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1561_SP_SET: CURB
 EW1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1561
 EW1561  HISTORY     - Date     Condition        Report By
 EW1561  HISTORY     - UNK      MONUMENTED       CA1980
 EW1561  HISTORY     - 1966     GOOD             NGS
 EW1561
 EW1561                          STATION DESCRIPTION
 EW1561
 EW1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW1561'AT LOS ANGELES.
 EW1561'AT LOS ANGELES LOCATED AT THE INTERSECTION OF LOS FELIZ BLVD.
 EW1561'AND NORTH CATALINA STREET AND IN THE EAST CURB OF NORTH CATALINA
 EW1561'STREET.  42.4 FEET NORTH OF THE NORTH CURB OF LOS FELIZ BLVD.,
 EW1561'3 FEET NORTH OF BENCH MARK U 771 1945 AND THE SPIKE IS SET IN
 EW1561'THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4050 ***********************************************************************
 EW4050  DESIGNATION -  537.3 USGS
 EW4050  PID         -  EW4050
 EW4050  STATE/COUNTY-  CA/LOS ANGELES
 EW4050  USGS QUAD   -  TOPANGA (1991)
 EW4050
 EW4050                         *CURRENT SURVEY CONTROL
 EW4050  ___________________________________________________________________
 EW4050* NAD 83(1986)-  34 04 23.     (N)    118 35 18.     (W)     SCALED    
 EW4050* NAVD 88     -       164.50   (+/-2cm)     539.7    (feet)  VERTCON   
 EW4050  ___________________________________________________________________
 EW4050  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW4050  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4050
 EW4050.The horizontal coordinates were scaled from a topographic map and have
 EW4050.an estimated accuracy of +/- 6 seconds.
 EW4050
 EW4050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4050.The vertical order pertains to the NGVD 29 superseded value.
 EW4050
 EW4050.The geoid height was determined by GEOID03.
 EW4050
 EW4050;                    North         East    Units  Estimated Accuracy
 EW4050;SPC CA 5     -   563,730.    1,945,690.      MT  (+/- 180 meters Scaled)
 EW4050
 EW4050                          SUPERSEDED SURVEY CONTROL
 EW4050
 EW4050  NGVD 29 (??/??/92)  163.72   (m)          537.1    (f) COMPUTED    1 2
 EW4050
 EW4050.Superseded values are not recommended for survey control.
 EW4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4050.See file dsdata.txt to determine how the superseded data were derived.
 EW4050
 EW4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT534713(NAD 83)
 EW4050_MARKER: Q = CHISELED SQUARE
 EW4050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4050_SP_SET: CULVERT
 EW4050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4050
 EW4050  HISTORY     - Date     Condition        Report By
 EW4050  HISTORY     - UNK      MONUMENTED       USGS
 EW4050  HISTORY     - 1932     GOOD             NGS
 EW4050  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW4050
 EW4050                          STATION DESCRIPTION
 EW4050
 EW4050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EW4050'1.6 MI S FROM TOPANGA.
 EW4050'1.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 EW4050'TOPANGO, LOS ANGELES COUNTY, 1.4 MILES NORTH OF ELKHORN CAMP,
 EW4050'IN TOPANGA CANYON IN 1932, 15 FEET WEST OF THE CENTERLINE OF
 EW4050'THE HIGHWAY, AT A CONCRETE CULVERT PAINTED 537.3, AND ON THE TOP
 EW4050'OF THE WING WALL.  A CHISELED SQUARE.
 EW4050
 EW4050                          STATION RECOVERY (1961)
 EW4050
 EW4050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW4050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0445 ***********************************************************************
 KS0445  DESIGNATION -  5379.7
 KS0445  PID         -  KS0445
 KS0445  STATE/COUNTY-  CA/SIERRA
 KS0445  USGS QUAD   -  HAYPRESS VALLEY (1981)
 KS0445
 KS0445                         *CURRENT SURVEY CONTROL
 KS0445  ___________________________________________________________________
 KS0445* NAD 83(1986)-  39 37 01.     (N)    120 35 29.     (W)     SCALED    
 KS0445* NAVD 88     -      1640.718  (meters)    5382.92   (feet)  ADJUSTED  
 KS0445  ___________________________________________________________________
 KS0445  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 KS0445  DYNAMIC HT  -        1639.245 (meters)    5378.09  (feet)  COMP
 KS0445  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 KS0445
 KS0445  VERT ORDER  -  SECOND    CLASS 0
 KS0445
 KS0445.The horizontal coordinates were scaled from a topographic map and have
 KS0445.an estimated accuracy of +/- 6 seconds.
 KS0445
 KS0445.The orthometric height was determined by differential leveling
 KS0445.and adjusted in June 1991.
 KS0445
 KS0445.The geoid height was determined by GEOID03.
 KS0445
 KS0445.The dynamic height is computed by dividing the NAVD 88
 KS0445.geopotential number by the normal gravity value computed on the
 KS0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0445.degrees latitude (g = 980.6199 gals.).
 KS0445
 KS0445.The modeled gravity was interpolated from observed gravity values.
 KS0445
 KS0445;                    North         East    Units  Estimated Accuracy
 KS0445;SPC CA 2     -   717,430.    2,120,950.      MT  (+/- 180 meters Scaled)
 KS0445
 KS0445                          SUPERSEDED SURVEY CONTROL
 KS0445
 KS0445  NGVD 29 (??/??/??) 1639.680  (m)         5379.52   (f) ADJUSTED    2 0
 KS0445
 KS0445.Superseded values are not recommended for survey control.
 KS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0445.See file dsdata.txt to determine how the superseded data were derived.
 KS0445
 KS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ067880(NAD 83)
 KS0445_MARKER: Q = CHISELED SQUARE
 KS0445_SETTING: 66 = SET IN ROCK OUTCROP
 KS0445_SP_SET: BOULDER
 KS0445_MARK LOGO: USGS  
 KS0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS0445+STABILITY: POSITION/ELEVATION WELL
 KS0445
 KS0445  HISTORY     - Date     Condition        Report By
 KS0445  HISTORY     - UNK      MONUMENTED       USGS
 KS0445  HISTORY     - 1934     GOOD             CGS
 KS0445
 KS0445                          STATION DESCRIPTION
 KS0445
 KS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0445'4.9MI E FROM SIERRA CITY.
 KS0445'4.9 MILES EAST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0445'COUNTY, AT THE WEST ENTRANCE TO THE STATION AT BASSETT, AT THE
 KS0445'NORTH SIDE OF THE HIGHWAY, AND ON THE TOP OF A BOULDER.  A
 KS0445'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0711 ***********************************************************************
 DY0711  DESIGNATION -  538 C OF LB
 DY0711  PID         -  DY0711
 DY0711  STATE/COUNTY-  CA/LOS ANGELES
 DY0711  USGS QUAD   -  LONG BEACH (1981)
 DY0711
 DY0711                         *CURRENT SURVEY CONTROL
 DY0711  ___________________________________________________________________
 DY0711* NAD 83(1986)-  33 49 57.     (N)    118 08 01.     (W)     SCALED    
 DY0711* NAVD 88     -        12.42   (+/-2cm)      40.7    (feet)  VERTCON   
 DY0711  ___________________________________________________________________
 DY0711  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0711  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0711
 DY0711.The horizontal coordinates were scaled from a topographic map and have
 DY0711.an estimated accuracy of +/- 6 seconds.
 DY0711
 DY0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0711.The vertical order pertains to the NGVD 29 superseded value.
 DY0711
 DY0711.The geoid height was determined by GEOID03.
 DY0711
 DY0711;                    North         East    Units  Estimated Accuracy
 DY0711;SPC CA 5     -   536,890.    1,987,630.      MT  (+/- 180 meters Scaled)
 DY0711
 DY0711                          SUPERSEDED SURVEY CONTROL
 DY0711
 DY0711  NGVD 29 (??/??/92)   11.675  (m)           38.30   (f) ADJ UNCH    1 2
 DY0711
 DY0711.Superseded values are not recommended for survey control.
 DY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0711.See file dsdata.txt to determine how the superseded data were derived.
 DY0711
 DY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT951441(NAD 83)
 DY0711_MARKER: DD = SURVEY DISK
 DY0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0711_STAMPING: LB BM NO 538
 DY0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0711+STABILITY: SURFACE MOTION
 DY0711
 DY0711  HISTORY     - Date     Condition        Report By
 DY0711  HISTORY     - UNK      MONUMENTED       CA1970
 DY0711  HISTORY     - 1946     GOOD             NGS
 DY0711  HISTORY     - 1961     GOOD             NGS
 DY0711  HISTORY     - 20010729 MARK NOT FOUND   INDIV
 DY0711  HISTORY     - 20040104 GOOD             GEOCAC
 DY0711  HISTORY     - 20080301 MARK NOT FOUND   GEOCAC
 DY0711
 DY0711                          STATION DESCRIPTION
 DY0711
 DY0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0711'AT LONG BEACH.
 DY0711'AT LONG BEACH, AT NORTHEAST CORNER OF CARSON STREET AND CLARK
 DY0711'AVENUE, 6.1 FEET NORTH OF NORTH CURB OF CARSON STREET, 26.3 FEET
 DY0711'EAST OF CURB-LINE OF CLARK AVENUE, 1.0 FOOT LOWER THAN THE
 DY0711'GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 5 INCH PIPE
 DY0711'WITH A CAST IRON COVER MARKED LB.  A CITY OF LONG BEACH STANDARD
 DY0711'DISK, STAMPED LB BM NO 538 AND SET IN THE TOP OF A CONCRETE
 DY0711'POST.  NOTE-- MARK LISTED IN LONG BEACH RECORDS AS BENCH MARK
 DY0711'555.  STAMPED 538.
 DY0711
 DY0711                          STATION RECOVERY (1961)
 DY0711
 DY0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0711'RECOVERED IN GOOD CONDITION.
 DY0711
 DY0711                          STATION RECOVERY (2001)
 DY0711
 DY0711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MB)
 DY0711'FOUND CITY OF LONG BEACH B. M. STAMPED 555, 1970, VERY NEAR THE
 DY0711'STATION DESCRIPTION.  BLUE PAINT ON CURB WITH ARROW POINTING TO THE
 DY0711'BENCH MARK SAYS, CLB BM 555.  CARSON STREET HAS BEEN WIDENED AND A
 DY0711'RIGHT TURNING LANE HAS BEEN INSTALLED WHERE THE STATION MARK HAD BEEN.
 DY0711'DREW ROUGH MAP OF INTERSECTION WITH CITY/CO. BM LOCATIONS.
 DY0711
 DY0711                          STATION RECOVERY (2004)
 DY0711
 DY0711'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0711'RECOVERED IN GOOD CONDITION.
 DY0711
 DY0711                          STATION RECOVERY (2008)
 DY0711
 DY0711'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0711'PREVIOUS REPORT OF RECOVERY IS IN ERROR (RECOVERY DESCRIBED IN MORE
 DY0711'DETAIL AT GEOCACHING.COM).  THE RECOVERED MARK IN PREVIOUS REPORT IS
 DY0711'STAMPED 555 1970 AND IS SURFACE MOUNTED, NOT AS DESCRIBED IN 1946.
 DY0711'THIS IS CLEARLY A RESET MARK.
 DY0711'THE AREA AROUND THIS MARK HAS CHANGED CONSIDERABLY SINCE THE MARK WAS
 DY0711'LAST RECOVERED.  THIS STREET MAY HAVE BEEN WIDENED AND IMPROVED.
 DY0711'SIDEWALKS IN THE AREA HAVE BEEN REPLACED.  NO WELL COULD BE LOCATED.
 DY0711'THIS MARK APPEARS TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0774 ***********************************************************************
 DX0774  DESIGNATION -  539 T
 DX0774  PID         -  DX0774
 DX0774  STATE/COUNTY-  CA/RIVERSIDE
 DX0774  USGS QUAD   -  CATHEDRAL CITY (1981)
 DX0774
 DX0774                         *CURRENT SURVEY CONTROL
 DX0774  ___________________________________________________________________
 DX0774* NAD 83(1986)-  33 52 13.     (N)    116 29 57.     (W)     SCALED    
 DX0774* NAVD 88     -       165.68   (+/-2cm)     543.6    (feet)  VERTCON   
 DX0774  ___________________________________________________________________
 DX0774  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0774
 DX0774.The horizontal coordinates were scaled from a topographic map and have
 DX0774.an estimated accuracy of +/- 6 seconds.
 DX0774
 DX0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0774.The vertical order pertains to the NGVD 29 superseded value.
 DX0774
 DX0774.The geoid height was determined by GEOID03.
 DX0774
 DX0774;                    North         East    Units  Estimated Accuracy
 DX0774;SPC CA 6     -   688,970.    1,976,950.      MT  (+/- 180 meters Scaled)
 DX0774
 DX0774                          SUPERSEDED SURVEY CONTROL
 DX0774
 DX0774  NGVD 29 (??/??/??)  164.967  (m)          541.23   (f) ADJUSTED    1 2
 DX0774
 DX0774.Superseded values are not recommended for survey control.
 DX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0774.See file dsdata.txt to determine how the superseded data were derived.
 DX0774
 DX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT463478(NAD 83)
 DX0774_MARKER: P = PIPE CAP
 DX0774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0774_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0774_STAMPING: 541.228 T
 DX0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0774
 DX0774  HISTORY     - Date     Condition        Report By
 DX0774  HISTORY     - UNK      MONUMENTED       USGS
 DX0774  HISTORY     - 1960     GOOD             NGS
 DX0774
 DX0774                          STATION DESCRIPTION
 DX0774
 DX0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0774'3.5 MI SE FROM GARNET.
 DX0774'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 DX0774'THE STATION AT GARNET, 0.3 MILE NORTHWEST OF THE SIGN AT SALVIA
 DX0774'SIDING, 10 POLES SOUTHEAST OF MILEPOST 591, 713 FEET SOUTHEAST
 DX0774'OF SEMAPHORE 5912, 48 FEET SOUTHWEST OF THE CENTERLINE OF MAIN
 DX0774'TRACK, 20 FEET SOUTHEAST OF A POLE AND RIVETED TO THE TOP OF A
 DX0774'3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0286 ***********************************************************************
 LU0286  DESIGNATION -  539.2 USGS
 LU0286  PID         -  LU0286
 LU0286  STATE/COUNTY-  CA/SHASTA
 LU0286  USGS QUAD   -  OLINDA (1976)
 LU0286
 LU0286                         *CURRENT SURVEY CONTROL
 LU0286  ___________________________________________________________________
 LU0286* NAD 83(1986)-  40 23 18.     (N)    122 26 12.     (W)     SCALED    
 LU0286* NAVD 88     -       165.07   (+/-2cm)     541.6    (feet)  VERTCON   
 LU0286  ___________________________________________________________________
 LU0286  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 LU0286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0286
 LU0286.The horizontal coordinates were scaled from a topographic map and have
 LU0286.an estimated accuracy of +/- 6 seconds.
 LU0286
 LU0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0286.The vertical order pertains to the NGVD 29 superseded value.
 LU0286
 LU0286.The geoid height was determined by GEOID03.
 LU0286
 LU0286;                    North         East    Units  Estimated Accuracy
 LU0286;SPC CA 1     -   617,240.    1,962,930.      MT  (+/- 180 meters Scaled)
 LU0286
 LU0286                          SUPERSEDED SURVEY CONTROL
 LU0286
 LU0286  NGVD 29 (??/??/92)  164.289  (m)          539.00   (f) ADJ UNCH    2 0
 LU0286
 LU0286.Superseded values are not recommended for survey control.
 LU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0286.See file dsdata.txt to determine how the superseded data were derived.
 LU0286
 LU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK478710(NAD 83)
 LU0286_MARKER: N = NAIL
 LU0286_SETTING: 0 = UNSPECIFIED SETTING
 LU0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0286
 LU0286  HISTORY     - Date     Condition        Report By
 LU0286  HISTORY     - UNK      MONUMENTED       USGS
 LU0286  HISTORY     - 1949     GOOD             NGS
 LU0286
 LU0286                          STATION DESCRIPTION
 LU0286
 LU0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0286'8.5 MI W FROM COTTONWOOD.
 LU0286'8.5 MILES WEST ALONG THE IGO ROAD FROM THE UNION SCHOOL AT
 LU0286'COTTONWOOD, 243 FEET WEST OF THE CENTER LINE OF A RANCH ROAD
 LU0286'LEADING SOUTH, 22.5 FEET NORTH OF THE CENTER LINE OF THE MAIN
 LU0286'ROAD, DRIVEN IN THE TOP OF A ROOT ON THE SOUTH SIDE OF A 48-INCH
 LU0286'WHITE OAK TREE, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3583 ***********************************************************************
 HT3583  DESIGNATION -  539.94=384
 HT3583  PID         -  HT3583
 HT3583  STATE/COUNTY-  CA/SANTA CRUZ
 HT3583  USGS QUAD   -  FELTON (1991)
 HT3583
 HT3583                         *CURRENT SURVEY CONTROL
 HT3583  ___________________________________________________________________
 HT3583* NAD 83(1986)-  37 06 35.     (N)    122 01 15.     (W)     SCALED    
 HT3583* NAVD 88     -       166.434  (meters)     546.04   (feet)  ADJUSTED  
 HT3583  ___________________________________________________________________
 HT3583  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HT3583  DYNAMIC HT  -         166.311 (meters)     545.64  (feet)  COMP
 HT3583  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 HT3583
 HT3583  VERT ORDER  -  FIRST     CLASS II
 HT3583
 HT3583.The horizontal coordinates were scaled from a topographic map and have
 HT3583.an estimated accuracy of +/- 6 seconds.
 HT3583
 HT3583.The orthometric height was determined by differential leveling
 HT3583.and adjusted in February 1993.
 HT3583
 HT3583.The geoid height was determined by GEOID03.
 HT3583
 HT3583.The dynamic height is computed by dividing the NAVD 88
 HT3583.geopotential number by the normal gravity value computed on the
 HT3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3583.degrees latitude (g = 980.6199 gals.).
 HT3583
 HT3583.The modeled gravity was interpolated from observed gravity values.
 HT3583
 HT3583;                    North         East    Units  Estimated Accuracy
 HT3583;SPC CA 3     -   568,770.    1,864,830.      MT  (+/- 180 meters Scaled)
 HT3583
 HT3583                          SUPERSEDED SURVEY CONTROL
 HT3583
 HT3583  NGVD 29 (10/21/93)  165.598  (m)          543.30   (f) ADJUSTED    1 2
 HT3583
 HT3583.Superseded values are not recommended for survey control.
 HT3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3583.See file dsdata.txt to determine how the superseded data were derived.
 HT3583
 HT3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG869074(NAD 83)
 HT3583_MARKER: DD = SURVEY DISK
 HT3583_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT3583_SP_SET: CURB
 HT3583_STAMPING: 384 539.94
 HT3583_MARK LOGO: CA-087
 HT3583_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3583+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1990
 HT3583
 HT3583  HISTORY     - Date     Condition        Report By
 HT3583  HISTORY     - UNK      MONUMENTED       CA-087
 HT3583  HISTORY     - 19900425 GOOD             NGS
 HT3583
 HT3583                          STATION DESCRIPTION
 HT3583
 HT3583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3583'9.2 KM (5.7 MI) NORTHERLY ALONG ZAYANTE ROAD FROM ITS INTERSECTION
 HT3583'WITH GRAHAM HILL ROAD IN MOUNT HERMON, SET IN TOP OF THE SOUTH END OF
 HT3583'THE CURB OF A BRIDGE, 4.7 M (15.4 FT) WEST OF THE CENTERLINE OF THE
 HT3583'ROAD, 3.2 M (10.5 FT) NORTH OF UTILITY POLE NUMBER 12211, AND 0.4 M
 HT3583'(1.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0002 ***********************************************************************
 KS0002  DESIGNATION -  5391.3
 KS0002  PID         -  KS0002
 KS0002  STATE/COUNTY-  CA/SIERRA
 KS0002  USGS QUAD   -  CALPINE (1981)
 KS0002
 KS0002                         *CURRENT SURVEY CONTROL
 KS0002  ___________________________________________________________________
 KS0002* NAD 83(1986)-  39 38 13.     (N)    120 27 00.     (W)     SCALED    
 KS0002* NAVD 88     -      1644.221  (meters)    5394.42   (feet)  ADJUSTED  
 KS0002  ___________________________________________________________________
 KS0002  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 KS0002  DYNAMIC HT  -        1642.731 (meters)    5389.53  (feet)  COMP
 KS0002  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 KS0002
 KS0002  VERT ORDER  -  SECOND    CLASS 0
 KS0002
 KS0002.The horizontal coordinates were scaled from a topographic map and have
 KS0002.an estimated accuracy of +/- 6 seconds.
 KS0002
 KS0002.The orthometric height was determined by differential leveling
 KS0002.and adjusted in June 1991.
 KS0002
 KS0002.The geoid height was determined by GEOID03.
 KS0002
 KS0002.The dynamic height is computed by dividing the NAVD 88
 KS0002.geopotential number by the normal gravity value computed on the
 KS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0002.degrees latitude (g = 980.6199 gals.).
 KS0002
 KS0002.The modeled gravity was interpolated from observed gravity values.
 KS0002
 KS0002;                    North         East    Units  Estimated Accuracy
 KS0002;SPC CA 2     -   719,850.    2,133,050.      MT  (+/- 180 meters Scaled)
 KS0002
 KS0002                          SUPERSEDED SURVEY CONTROL
 KS0002
 KS0002  NGVD 29 (??/??/??) 1643.144  (m)         5390.88   (f) ADJUSTED    2 0
 KS0002
 KS0002.Superseded values are not recommended for survey control.
 KS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0002.See file dsdata.txt to determine how the superseded data were derived.
 KS0002
 KS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ188905(NAD 83)
 KS0002_MARKER: Q = CHISELED SQUARE
 KS0002_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KS0002_MARK LOGO: USGS  
 KS0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0002
 KS0002  HISTORY     - Date     Condition        Report By
 KS0002  HISTORY     - UNK      MONUMENTED       USGS
 KS0002  HISTORY     - 1934     GOOD             CGS
 KS0002
 KS0002                          STATION DESCRIPTION
 KS0002
 KS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0002'2.3 MI W FROM SATTLEY.
 KS0002'2.3 MILES WEST ALONG STATE HIGHWAY 49 FROM SATTLEY, SIERRA COUNTY,
 KS0002'AT A SHARP CURVE TOWARD THE MOUNTAIN, AT THE EAST SIDE OF THE
 KS0002'HIGHWAY, AND ON THE TOP OF A LARGE ROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0713 ***********************************************************************
 HT0713  DESIGNATION -  54
 HT0713  PID         -  HT0713
 HT0713  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0713  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0713
 HT0713                         *CURRENT SURVEY CONTROL
 HT0713  ___________________________________________________________________
 HT0713* NAD 83(1986)-  37 48 26.     (N)    122 26 21.     (W)     SCALED    
 HT0713* NAVD 88     -         3.409  (meters)      11.18   (feet)  ADJUSTED  
 HT0713  ___________________________________________________________________
 HT0713  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HT0713  DYNAMIC HT  -           3.407 (meters)      11.18  (feet)  COMP
 HT0713  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 HT0713
 HT0713  VERT ORDER  -  FIRST     CLASS I
 HT0713
 HT0713.The horizontal coordinates were scaled from a topographic map and have
 HT0713.an estimated accuracy of +/- 6 seconds.
 HT0713
 HT0713.The orthometric height was determined by differential leveling
 HT0713.and adjusted in June 1991.
 HT0713
 HT0713.The geoid height was determined by GEOID03.
 HT0713
 HT0713.The dynamic height is computed by dividing the NAVD 88
 HT0713.geopotential number by the normal gravity value computed on the
 HT0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0713.degrees latitude (g = 980.6199 gals.).
 HT0713
 HT0713.The modeled gravity was interpolated from observed gravity values.
 HT0713
 HT0713;                    North         East    Units  Estimated Accuracy
 HT0713;SPC CA 3     -   646,850.    1,829,260.      MT  (+/- 180 meters Scaled)
 HT0713
 HT0713                          SUPERSEDED SURVEY CONTROL
 HT0713
 HT0713  NGVD 29 (10/21/93)    2.578  (m)            8.46   (f) ADJUSTED    1 1
 HT0713
 HT0713.Superseded values are not recommended for survey control.
 HT0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0713.See file dsdata.txt to determine how the superseded data were derived.
 HT0713
 HT0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG493845(NAD 83)
 HT0713_MARKER: DD = SURVEY DISK
 HT0713_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HT0713_SP_SET: SEAWALL
 HT0713_STAMPING: 54 1938
 HT0713_MARK LOGO: USE   
 HT0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0713+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1988
 HT0713
 HT0713  HISTORY     - Date     Condition        Report By
 HT0713  HISTORY     - 1938     MONUMENTED       DOD
 HT0713  HISTORY     - 1952     GOOD             NGS
 HT0713  HISTORY     - 1969     GOOD             NGS
 HT0713  HISTORY     - 19880916 GOOD             NGS
 HT0713
 HT0713                          STATION DESCRIPTION
 HT0713
 HT0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HT0713'AT SAN FRANCISCO.
 HT0713'AT SAN FRANCISCO, AT MARINA PARK, IN THE TOP OF THE ROCK AND
 HT0713'CONCRETE SEAWALL, 146.4 FEET NORTH OF THE NORTH CORNER OF
 HT0713'THE WILLIAM CO. RALSTON MEMORIAL MONUMENT, 100.0 FEET
 HT0713'NORTHEAST OF THE NORTHEAST SIDE OF A DRINKING FOUNTAIN, AND
 HT0713'2.1 FEET SOUTH OF THE NORTH EDGE OF THE SEAWALL.
 HT0713
 HT0713                          STATION RECOVERY (1969)
 HT0713
 HT0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0713'RECOVERED IN GOOD CONDITION.
 HT0713
 HT0713                          STATION RECOVERY (1988)
 HT0713
 HT0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9118 ***********************************************************************
 JT9118  DESIGNATION -  54 1
 JT9118  PID         -  JT9118
 JT9118  STATE/COUNTY-  CA/NAPA
 JT9118  USGS QUAD   -  NAPA (1980)
 JT9118
 JT9118                         *CURRENT SURVEY CONTROL
 JT9118  ___________________________________________________________________
 JT9118* NAD 83(1986)-  38 15 30.     (N)    122 16 52.     (W)     SCALED    
 JT9118* NAVD 88     -         4.23   (+/-2cm)      13.9    (feet)  VERTCON   
 JT9118  ___________________________________________________________________
 JT9118  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT9118  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9118
 JT9118.The horizontal coordinates were scaled from a topographic map and have
 JT9118.an estimated accuracy of +/- 6 seconds.
 JT9118
 JT9118.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9118.The vertical order pertains to the NGVD 29 superseded value.
 JT9118
 JT9118.The geoid height was determined by GEOID03.
 JT9118
 JT9118;                    North         East    Units  Estimated Accuracy
 JT9118;SPC CA 2     -   565,720.    1,975,400.      MT  (+/- 180 meters Scaled)
 JT9118
 JT9118                          SUPERSEDED SURVEY CONTROL
 JT9118
 JT9118  NGVD 29 (??/??/92)    3.47   (m)           11.4    (f) COMPUTED    2 2
 JT9118
 JT9118.Superseded values are not recommended for survey control.
 JT9118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9118.See file dsdata.txt to determine how the superseded data were derived.
 JT9118
 JT9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628347(NAD 83)
 JT9118_MARKER: DD = SURVEY DISK
 JT9118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9118_SP_SET: DRAIN BOX
 JT9118_MARK LOGO: CA2330
 JT9118_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9118
 JT9118  HISTORY     - Date     Condition        Report By
 JT9118  HISTORY     - 1971     MONUMENTED       CA2330
 JT9118
 JT9118                          STATION DESCRIPTION
 JT9118
 JT9118'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9118'SOUTHERN PACIFIC RAILROAD AT PCC BATCH PLANT, EAST OF RIGHT OF WAY ON
 JT9118'PCC DRAIN BOX, 215 FT (65.5 M) NORTH OF ROAD, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1537 ***********************************************************************
 KS1537  DESIGNATION -  54 15 CADH 1971
 KS1537  PID         -  KS1537
 KS1537  STATE/COUNTY-  CA/PLUMAS
 KS1537  USGS QUAD   -  SPRING GARDEN (1975)
 KS1537
 KS1537                         *CURRENT SURVEY CONTROL
 KS1537  ___________________________________________________________________
 KS1537* NAD 83(1992)-  39 52 58.27911(N)    120 46 50.56858(W)     ADJUSTED  
 KS1537* NAVD 88     -      1272.3    (meters)    4174.     (feet)  VERTCON   
 KS1537  ___________________________________________________________________
 KS1537  EPOCH DATE  -        1991.35
 KS1537  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KS1537  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KS1537  HORZ ORDER  -  SECOND
 KS1537
 KS1537.The horizontal coordinates were established by classical geodetic methods
 KS1537.and adjusted by the National Geodetic Survey in March 1994.
 KS1537.The horizontal coordinates are valid at the epoch date displayed above.
 KS1537.The epoch date for horizontal control is a decimal equivalence
 KS1537.of Year/Month/Day.
 KS1537
 KS1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1537
 KS1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1537
 KS1537.The geoid height was determined by GEOID03.
 KS1537
 KS1537;                    North         East     Units Scale Factor Converg.
 KS1537;SPC CA 1     -   561,745.151 2,104,297.207   MT  1.00003156   +0 47 50.2
 KS1537;SPC CA 1     - 1,842,992.22  6,903,848.42   sFT  1.00003156   +0 47 50.2
 KS1537;SPC CA 2     -   746,719.256 2,104,295.371   MT  1.00001169   +0 46 07.4
 KS1537;SPC CA 2     - 2,449,861.43  6,903,842.40   sFT  1.00001169   +0 46 07.4
 KS1537;UTM  10      - 4,417,112.727   689,769.481   MT  1.00004337   +1 25 24.5
 KS1537
 KS1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1537!SPC CA 1     -   0.99980412  x   1.00003156  =   0.99983568
 KS1537!SPC CA 2     -   0.99980412  x   1.00001169  =   0.99981581
 KS1537!UTM  10      -   0.99980412  x   1.00004337  =   0.99984748
 KS1537
 KS1537:                Primary Azimuth Mark                     Grid Az
 KS1537:SPC CA 1     -  54 77 CADH 1971                          113 23 35.9
 KS1537:SPC CA 2     -  54 77 CADH 1971                          113 25 18.7
 KS1537:UTM  10      -  54 77 CADH 1971                          112 46 01.6
 KS1537
 KS1537|---------------------------------------------------------------------|
 KS1537| PID    Reference Object                     Distance      Geod. Az  |
 KS1537|                                                           dddmmss.s |
 KS1537| KS1536 54 77 CADH 1971                     APPROX. 1.0 KM 1141126.1 |
 KS1537|---------------------------------------------------------------------|
 KS1537
 KS1537                          SUPERSEDED SURVEY CONTROL
 KS1537
 KS1537  NAD 83(1986)-  39 52 58.27960(N)    120 46 50.56405(W) AD(1984.00) 2
 KS1537  NAD 27      -  39 52 58.66385(N)    120 46 46.74684(W) AD(       ) 2
 KS1537  NGVD 29 (07/19/86) 1271.3    (m)         4171.     (f) VERT ANG    3  
 KS1537
 KS1537.Superseded values are not recommended for survey control.
 KS1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1537.See file dsdata.txt to determine how the superseded data were derived.
 KS1537
 KS1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK8976917113(NAD 83)
 KS1537_MARKER: DD = SURVEY DISK
 KS1537_SETTING: 66 = SET IN ROCK OUTCROP
 KS1537_SP_SET: SET IN ROCK OUTCROP
 KS1537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS1537+STABILITY: POSITION/ELEVATION WELL
 KS1537
 KS1537  HISTORY     - Date     Condition        Report By
 KS1537  HISTORY     - 1971     MONUMENTED       CADT
 KS1537
 KS1537                          STATION DESCRIPTION
 KS1537
 KS1537'DESCRIBED BY CALTRANS 1971
 KS1537'THE STATION IS LOCATED ABOUT 0.8 MILE SOUTHEAST ALONG STATE
 KS1537'HIGHWAY 70 FROM SPRING GARDEN TO P.M. 54.15.
 KS1537'
 KS1537'THE STATION IS IN A WIDENED PARKING AREA APPROXIMATELY OPPOSITE
 KS1537'THE MIDDLE OF A CURVE TO THE LEFT, 38 FEET SOUTHWEST OF THE CENTER
 KS1537'LINE OF THE HIGHWAY AND 1 FOOT HIGHER.  A STANDARD DIVISION OF
 KS1537'HIGHWAYS DISK SET IN A ROCK OUTCROP LEVEL WITH THE SURFACE,
 KS1537'STAMPED 54.15 1971 AND MARKED WITH A SURVEY MONUMENT MARKER SIGN
 KS1537'3 FEET EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9119 ***********************************************************************
 JT9119  DESIGNATION -  54 2
 JT9119  PID         -  JT9119
 JT9119  STATE/COUNTY-  CA/NAPA
 JT9119  USGS QUAD   -  NAPA (1980)
 JT9119
 JT9119                         *CURRENT SURVEY CONTROL
 JT9119  ___________________________________________________________________
 JT9119* NAD 83(1986)-  38 15 30.     (N)    122 16 52.     (W)     SCALED    
 JT9119* NAVD 88     -         4.25   (+/-2cm)      13.9    (feet)  VERTCON   
 JT9119  ___________________________________________________________________
 JT9119  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT9119  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9119
 JT9119.The horizontal coordinates were scaled from a topographic map and have
 JT9119.an estimated accuracy of +/- 6 seconds.
 JT9119
 JT9119.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9119.The vertical order pertains to the NGVD 29 superseded value.
 JT9119
 JT9119.The geoid height was determined by GEOID03.
 JT9119
 JT9119;                    North         East    Units  Estimated Accuracy
 JT9119;SPC CA 2     -   565,720.    1,975,400.      MT  (+/- 180 meters Scaled)
 JT9119
 JT9119                          SUPERSEDED SURVEY CONTROL
 JT9119
 JT9119  NGVD 29 (??/??/92)    3.49   (m)           11.5    (f) COMPUTED    2 2
 JT9119
 JT9119.Superseded values are not recommended for survey control.
 JT9119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9119.See file dsdata.txt to determine how the superseded data were derived.
 JT9119
 JT9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628347(NAD 83)
 JT9119_MARKER: DD = SURVEY DISK
 JT9119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9119_SP_SET: CONVEYOR BELT BASE
 JT9119_MARK LOGO: CA2330
 JT9119_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9119
 JT9119  HISTORY     - Date     Condition        Report By
 JT9119  HISTORY     - 1971     MONUMENTED       CA2330
 JT9119
 JT9119                          STATION DESCRIPTION
 JT9119
 JT9119'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9119'ALONG SOUTHERN PACIFIC RAILROAD AT PCC BATCH PLANT, WEST OF RIGHT OF
 JT9119'WAY ON CONVEYOR BELT BASE, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9120 ***********************************************************************
 JT9120  DESIGNATION -  54 3
 JT9120  PID         -  JT9120
 JT9120  STATE/COUNTY-  CA/NAPA
 JT9120  USGS QUAD   -  NAPA (1980)
 JT9120
 JT9120                         *CURRENT SURVEY CONTROL
 JT9120  ___________________________________________________________________
 JT9120* NAD 83(1986)-  38 16 12.     (N)    122 16 40.     (W)     SCALED    
 JT9120* NAVD 88     -         7.54   (+/-2cm)      24.7    (feet)  VERTCON   
 JT9120  ___________________________________________________________________
 JT9120  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JT9120  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9120
 JT9120.The horizontal coordinates were scaled from a topographic map and have
 JT9120.an estimated accuracy of +/- 6 seconds.
 JT9120
 JT9120.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9120.The vertical order pertains to the NGVD 29 superseded value.
 JT9120
 JT9120.The geoid height was determined by GEOID03.
 JT9120
 JT9120;                    North         East    Units  Estimated Accuracy
 JT9120;SPC CA 2     -   567,010.    1,975,690.      MT  (+/- 180 meters Scaled)
 JT9120
 JT9120                          SUPERSEDED SURVEY CONTROL
 JT9120
 JT9120  NGVD 29 (??/??/92)    6.769  (m)           22.21   (f) ADJ UNCH    2 2
 JT9120
 JT9120.Superseded values are not recommended for survey control.
 JT9120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9120.See file dsdata.txt to determine how the superseded data were derived.
 JT9120
 JT9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631360(NAD 83)
 JT9120_MARKER: DD = SURVEY DISK
 JT9120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9120_SP_SET: PCC BASE
 JT9120_MARK LOGO: CA2330
 JT9120_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9120
 JT9120  HISTORY     - Date     Condition        Report By
 JT9120  HISTORY     - 1971     MONUMENTED       CA2330
 JT9120
 JT9120                          STATION DESCRIPTION
 JT9120
 JT9120'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9120'ALONG STREBLO DRIVE AT MULTIUSE BUILDING PLAQUE, A BRASS CAP IN THE
 JT9120'SOUTHWEST CORNER OF PCC BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9121 ***********************************************************************
 JT9121  DESIGNATION -  54 4
 JT9121  PID         -  JT9121
 JT9121  STATE/COUNTY-  CA/NAPA
 JT9121  USGS QUAD   -  NAPA (1980)
 JT9121
 JT9121                         *CURRENT SURVEY CONTROL
 JT9121  ___________________________________________________________________
 JT9121* NAD 83(1986)-  38 16 12.     (N)    122 16 28.     (W)     SCALED    
 JT9121* NAVD 88     -         6.28   (+/-2cm)      20.6    (feet)  VERTCON   
 JT9121  ___________________________________________________________________
 JT9121  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JT9121  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9121
 JT9121.The horizontal coordinates were scaled from a topographic map and have
 JT9121.an estimated accuracy of +/- 6 seconds.
 JT9121
 JT9121.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9121.The vertical order pertains to the NGVD 29 superseded value.
 JT9121
 JT9121.The geoid height was determined by GEOID03.
 JT9121
 JT9121;                    North         East    Units  Estimated Accuracy
 JT9121;SPC CA 2     -   567,010.    1,975,980.      MT  (+/- 180 meters Scaled)
 JT9121
 JT9121                          SUPERSEDED SURVEY CONTROL
 JT9121
 JT9121  NGVD 29 (??/??/92)    5.512  (m)           18.08   (f) ADJ UNCH    2 2
 JT9121
 JT9121.Superseded values are not recommended for survey control.
 JT9121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9121.See file dsdata.txt to determine how the superseded data were derived.
 JT9121
 JT9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634360(NAD 83)
 JT9121_MARKER: DD = SURVEY DISK
 JT9121_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9121+WITH SETTING: PAVEMENT
 JT9121_SP_SET: LIGHT BASE
 JT9121_MARK LOGO: CA2330
 JT9121_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9121+STABILITY: SURFACE MOTION
 JT9121
 JT9121  HISTORY     - Date     Condition        Report By
 JT9121  HISTORY     - 1971     MONUMENTED       CA2330
 JT9121
 JT9121                          STATION DESCRIPTION
 JT9121
 JT9121'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9121'AT INTERSECTION OF STREBLO DRIVE AND COLLEGE WAY, A BRASS CAP IN
 JT9121'SOUTHEAST CORNER IN THE LIGHT STANDARD BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9122 ***********************************************************************
 JT9122  DESIGNATION -  54 5
 JT9122  PID         -  JT9122
 JT9122  STATE/COUNTY-  CA/NAPA
 JT9122  USGS QUAD   -  NAPA (1980)
 JT9122
 JT9122                         *CURRENT SURVEY CONTROL
 JT9122  ___________________________________________________________________
 JT9122* NAD 83(1986)-  38 17 18.     (N)    122 16 52.     (W)     SCALED    
 JT9122* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 JT9122  ___________________________________________________________________
 JT9122  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9122  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9122
 JT9122.The horizontal coordinates were scaled from a topographic map and have
 JT9122.an estimated accuracy of +/- 6 seconds.
 JT9122
 JT9122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9122.The vertical order pertains to the NGVD 29 superseded value.
 JT9122
 JT9122.The geoid height was determined by GEOID03.
 JT9122
 JT9122;                    North         East    Units  Estimated Accuracy
 JT9122;SPC CA 2     -   569,050.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9122
 JT9122                          SUPERSEDED SURVEY CONTROL
 JT9122
 JT9122  NGVD 29 (??/??/92)    4.720  (m)           15.49   (f) ADJ UNCH    2 2
 JT9122
 JT9122.Superseded values are not recommended for survey control.
 JT9122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9122.See file dsdata.txt to determine how the superseded data were derived.
 JT9122
 JT9122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628380(NAD 83)
 JT9122_MARKER: DD = SURVEY DISK
 JT9122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT9122_SP_SET: MASSIVE STRUCTURE
 JT9122_MARK LOGO: CA2330
 JT9122_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT9122
 JT9122  HISTORY     - Date     Condition        Report By
 JT9122  HISTORY     - 1971     MONUMENTED       CA2330
 JT9122
 JT9122                          STATION DESCRIPTION
 JT9122
 JT9122'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9122'ALONG SOUTHERN PACIFIC RAILROAD TO INTERSECTION OF TULUCAY CHANNEL
 JT9122'BRIDGE, A BRASS CAP SET IN THE TOP OF WALL, NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9123 ***********************************************************************
 JT9123  DESIGNATION -  54 6
 JT9123  PID         -  JT9123
 JT9123  STATE/COUNTY-  CA/NAPA
 JT9123  USGS QUAD   -  NAPA (1980)
 JT9123
 JT9123                         *CURRENT SURVEY CONTROL
 JT9123  ___________________________________________________________________
 JT9123* NAD 83(1986)-  38 17 30.     (N)    122 16 52.     (W)     SCALED    
 JT9123* NAVD 88     -         4.13   (+/-2cm)      13.5    (feet)  VERTCON   
 JT9123  ___________________________________________________________________
 JT9123  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9123  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9123
 JT9123.The horizontal coordinates were scaled from a topographic map and have
 JT9123.an estimated accuracy of +/- 6 seconds.
 JT9123
 JT9123.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9123.The vertical order pertains to the NGVD 29 superseded value.
 JT9123
 JT9123.The geoid height was determined by GEOID03.
 JT9123
 JT9123;                    North         East    Units  Estimated Accuracy
 JT9123;SPC CA 2     -   569,420.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9123
 JT9123                          SUPERSEDED SURVEY CONTROL
 JT9123
 JT9123  NGVD 29 (??/??/92)    3.356  (m)           11.01   (f) ADJ UNCH    2 2
 JT9123
 JT9123.Superseded values are not recommended for survey control.
 JT9123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9123.See file dsdata.txt to determine how the superseded data were derived.
 JT9123
 JT9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628384(NAD 83)
 JT9123_MARKER: DD = SURVEY DISK
 JT9123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT9123_SP_SET: DRAINAGE HEADWALL
 JT9123_MARK LOGO: CA2330
 JT9123_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9123+STABILITY: SURFACE MOTION
 JT9123
 JT9123  HISTORY     - Date     Condition        Report By
 JT9123  HISTORY     - 1971     MONUMENTED       CA2330
 JT9123
 JT9123                          STATION DESCRIPTION
 JT9123
 JT9123'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9123'SOUTHERN PACIFIC RAILROAD AND OIL COMPANY ROAD, A BRASS CAP IN THE
 JT9123'NORTHEAST CORNER ON DRAINAGE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9475 ***********************************************************************
 EW9475  DESIGNATION -  54 6
 EW9475  PID         -  EW9475
 EW9475  STATE/COUNTY-  CA/VENTURA
 EW9475  USGS QUAD   -  SIMI VALLEY EAST (1969)
 EW9475
 EW9475                         *CURRENT SURVEY CONTROL
 EW9475  ___________________________________________________________________
 EW9475* NAD 83(1986)-  34 16 17.     (N)    118 43 57.     (W)     SCALED    
 EW9475* NAVD 88     -       284.473  (meters)     933.31   (feet)  ADJUSTED  
 EW9475  ___________________________________________________________________
 EW9475  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW9475  DYNAMIC HT  -         284.168 (meters)     932.31  (feet)  COMP
 EW9475  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 EW9475
 EW9475  VERT ORDER  -  FIRST     CLASS II
 EW9475
 EW9475.The horizontal coordinates were scaled from a topographic map and have
 EW9475.an estimated accuracy of +/- 6 seconds.
 EW9475
 EW9475.The orthometric height was determined by differential leveling
 EW9475.and adjusted in June 1995.
 EW9475
 EW9475.The geoid height was determined by GEOID03.
 EW9475
 EW9475.The dynamic height is computed by dividing the NAVD 88
 EW9475.geopotential number by the normal gravity value computed on the
 EW9475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9475.degrees latitude (g = 980.6199 gals.).
 EW9475
 EW9475.The modeled gravity was interpolated from observed gravity values.
 EW9475
 EW9475;                    North         East    Units  Estimated Accuracy
 EW9475;SPC CA 5     -   585,810.    1,932,550.      MT  (+/- 180 meters Scaled)
 EW9475
 EW9475                          SUPERSEDED SURVEY CONTROL
 EW9475
 EW9475  NAVD 88 (06/15/91)  284.478  (m)          933.32   (f) UNKNOWN     1 2
 EW9475
 EW9475.Superseded values are not recommended for survey control.
 EW9475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9475.See file dsdata.txt to determine how the superseded data were derived.
 EW9475
 EW9475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT405936(NAD 83)
 EW9475_MARKER: DB = BENCH MARK DISK
 EW9475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9475_SP_SET: CURB
 EW9475_STAMPING: 54-6 1967
 EW9475_MARK LOGO: CA-111
 EW9475_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9475+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2008
 EW9475
 EW9475  HISTORY     - Date     Condition        Report By
 EW9475  HISTORY     - 1967     MONUMENTED       CA-111
 EW9475  HISTORY     - 19890508 GOOD             NGS
 EW9475  HISTORY     - 19940622 GOOD             NGS
 EW9475  HISTORY     - 19960106 GOOD             USPSQD
 EW9475  HISTORY     - 20080602 GOOD             GEOCAC
 EW9475
 EW9475                          STATION DESCRIPTION
 EW9475
 EW9475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9475'IN SIMI, AT THE INTERSECTION OF LOS ANGELES AVENUE AND CRATER STREET,
 EW9475'IN TOP OF A CONCRETE CURB.  32.2 M (105.6 FT) SOUTH OF THE CENTERLINE
 EW9475'OF THE EAST BOUND LANES OF THE AVENUE, 21.1 M (69.2 FT)
 EW9475'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF REEDS FURNITURE STORE
 EW9475'BUILDING, 9.2 M (30.2 FT) WEST OF THE WEST FACE OF THE BUILDING, 6.1
 EW9475'M (20.0 FT) EAST OF THE CENTER OF THE STREET, 0.2 M (0.7 FT) ABOVE
 EW9475'THE STREET SURFACE AND ABOUT LEVEL WITH A SIDEWALK.
 EW9475
 EW9475                          STATION RECOVERY (1994)
 EW9475
 EW9475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9475'IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AVENUE AND CRATER
 EW9475'STREET, IN THE EAST CONCRETE CURB OF THE STREET, 32.2 M (105.6 FT)
 EW9475'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE, 21.1 M
 EW9475'(69.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 15.3
 EW9475'M (50.2 FT) NORTH OF A UTILITY LIGHT POLE, AND 6.1 M (20.0 FT) EAST OF
 EW9475'AND LEVEL WITH THE STREET CENTER.
 EW9475
 EW9475                          STATION RECOVERY (1996)
 EW9475
 EW9475'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW9475'RECOVERED IN GOOD CONDITION.
 EW9475
 EW9475                          STATION RECOVERY (2008)
 EW9475
 EW9475'RECOVERY NOTE BY GEOCACHING 2008 (RAH)
 EW9475'GPS COORDS-
 EW9475'N 34  16.280
 EW9475'W 118  43.932
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9124 ***********************************************************************
 JT9124  DESIGNATION -  54 7
 JT9124  PID         -  JT9124
 JT9124  STATE/COUNTY-  CA/NAPA
 JT9124  USGS QUAD   -  NAPA (1980)
 JT9124
 JT9124                         *CURRENT SURVEY CONTROL
 JT9124  ___________________________________________________________________
 JT9124* NAD 83(1986)-  38 17 48.     (N)    122 16 52.     (W)     SCALED    
 JT9124* NAVD 88     -         5.16   (+/-2cm)      16.9    (feet)  VERTCON   
 JT9124  ___________________________________________________________________
 JT9124  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9124  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9124
 JT9124.The horizontal coordinates were scaled from a topographic map and have
 JT9124.an estimated accuracy of +/- 6 seconds.
 JT9124
 JT9124.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9124.The vertical order pertains to the NGVD 29 superseded value.
 JT9124
 JT9124.The geoid height was determined by GEOID03.
 JT9124
 JT9124;                    North         East    Units  Estimated Accuracy
 JT9124;SPC CA 2     -   569,970.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9124
 JT9124                          SUPERSEDED SURVEY CONTROL
 JT9124
 JT9124  NGVD 29 (??/??/92)    4.383  (m)           14.38   (f) ADJ UNCH    2 2
 JT9124
 JT9124.Superseded values are not recommended for survey control.
 JT9124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9124.See file dsdata.txt to determine how the superseded data were derived.
 JT9124
 JT9124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628389(NAD 83)
 JT9124_MARKER: DD = SURVEY DISK
 JT9124_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9124+WITH SETTING: PAVEMENT
 JT9124_SP_SET: SIGNAL BASE
 JT9124_MARK LOGO: CA2330
 JT9124_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9124+STABILITY: SURFACE MOTION
 JT9124
 JT9124  HISTORY     - Date     Condition        Report By
 JT9124  HISTORY     - 1971     MONUMENTED       CA2330
 JT9124
 JT9124                          STATION DESCRIPTION
 JT9124
 JT9124'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9124'AT SOUTHERN PACIFIC RAILROAD AND SIXTH STREET, A BRASS CAP IN RAILROAD
 JT9124'SIGNAL BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9476 ***********************************************************************
 EW9476  DESIGNATION -  54 7
 EW9476  PID         -  EW9476
 EW9476  STATE/COUNTY-  CA/VENTURA
 EW9476  USGS QUAD   -  SIMI VALLEY EAST (1969)
 EW9476
 EW9476                         *CURRENT SURVEY CONTROL
 EW9476  ___________________________________________________________________
 EW9476* NAD 83(1986)-  34 16 20.     (N)    118 43 50.     (W)     SCALED    
 EW9476* NAVD 88     -       287.304  (meters)     942.60   (feet)  ADJUSTED  
 EW9476  ___________________________________________________________________
 EW9476  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW9476  DYNAMIC HT  -         286.995 (meters)     941.58  (feet)  COMP
 EW9476  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 EW9476
 EW9476  VERT ORDER  -  FIRST     CLASS II
 EW9476
 EW9476.The horizontal coordinates were scaled from a topographic map and have
 EW9476.an estimated accuracy of +/- 6 seconds.
 EW9476
 EW9476.The orthometric height was determined by differential leveling
 EW9476.and adjusted in June 1995.
 EW9476
 EW9476.The geoid height was determined by GEOID03.
 EW9476
 EW9476.The dynamic height is computed by dividing the NAVD 88
 EW9476.geopotential number by the normal gravity value computed on the
 EW9476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9476.degrees latitude (g = 980.6199 gals.).
 EW9476
 EW9476.The modeled gravity was interpolated from observed gravity values.
 EW9476
 EW9476;                    North         East    Units  Estimated Accuracy
 EW9476;SPC CA 5     -   585,900.    1,932,730.      MT  (+/- 180 meters Scaled)
 EW9476
 EW9476                          SUPERSEDED SURVEY CONTROL
 EW9476
 EW9476  NAVD 88 (06/15/91)  287.281  (m)          942.52   (f) UNKNOWN     1 2
 EW9476
 EW9476.Superseded values are not recommended for survey control.
 EW9476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9476.See file dsdata.txt to determine how the superseded data were derived.
 EW9476
 EW9476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT406936(NAD 83)
 EW9476_MARKER: DB = BENCH MARK DISK
 EW9476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9476_SP_SET: CULVERT HEADWALL
 EW9476_STAMPING: 54-7 1967
 EW9476_MARK LOGO: CA-111
 EW9476_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9476+STABILITY: SURFACE MOTION
 EW9476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9476+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 EW9476
 EW9476  HISTORY     - Date     Condition        Report By
 EW9476  HISTORY     - 1967     MONUMENTED       CA-111
 EW9476  HISTORY     - 19890508 GOOD             NGS
 EW9476  HISTORY     - 19940622 GOOD             NGS
 EW9476  HISTORY     - 19960106 GOOD             USPSQD
 EW9476  HISTORY     - 20080514 GOOD             GEOCAC
 EW9476
 EW9476                          STATION DESCRIPTION
 EW9476
 EW9476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9476'IN SIMI, AT THE INTERSECTION OF LOS ANGELES AVENUE AND SEQUOIA
 EW9476'AVENUE, IN TOP AND 0.75 M (2.5 FT) NORTHEAST OF THE SOUTHWEST END OF
 EW9476'THE EAST CONCRETE HEADWALL FOR A BOX CULVERT.  41.6 M (136.5 FT)
 EW9476'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF LOS ANGELES
 EW9476'AVENUE, 16.3 M (53.5 FT) NORTH OF THE NEAR RAIL OF THE SOUTHERN
 EW9476'PACIFIC RAILROAD, 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF THE NORTH
 EW9476'BOUND LANES OF SEQUOIA AVENUE, 3.6 M (11.8 FT) EAST OF A CONCRETE
 EW9476'CURB AND 0.5 M (1.6 FT) ABOVE THE SEQUOIA AVENUE SURFACE.
 EW9476
 EW9476                          STATION RECOVERY (1994)
 EW9476
 EW9476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9476'IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AND SEQUOIA
 EW9476'AVENUES, IN THE SOUTHWEST END OF THE EAST CONCRETE HEADWALL OF A BOX
 EW9476'CULVERT, 41.5 M (136.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 EW9476'LANES OF LOS ANGELES AVENUE, 16.3 M (53.5 FT) NORTH OF THE NEAR RAIL
 EW9476'OF THE SOUTHERN PACIFIC RAILROAD, 8.4 M (27.6 FT) EAST OF THE
 EW9476'CENTERLINE OF THE NORTHBOUND LANES OF SEQUOIA AVENUE, 3.6 M (11.8 FT)
 EW9476'EAST OF A CURB, 1.7 M (5.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 EW9476'HEADWALL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF SEQUOIA AVENUE.
 EW9476
 EW9476                          STATION RECOVERY (1996)
 EW9476
 EW9476'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW9476'RECOVERED IN GOOD CONDITION.
 EW9476
 EW9476                          STATION RECOVERY (2008)
 EW9476
 EW9476'RECOVERY NOTE BY GEOCACHING 2008 (RAH)
 EW9476'GPS COORDS-
 EW9476'N 34  16.327
 EW9476'W 118  43.824
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1536 ***********************************************************************
 KS1536  DESIGNATION -  54 77 CADH 1971
 KS1536  PID         -  KS1536
 KS1536  STATE/COUNTY-  CA/PLUMAS
 KS1536  USGS QUAD   -  SPRING GARDEN (1975)
 KS1536
 KS1536                         *CURRENT SURVEY CONTROL
 KS1536  ___________________________________________________________________
 KS1536* NAD 83(1992)-  39 52 44.52700(N)    120 46 10.83951(W)     ADJUSTED  
 KS1536* NAVD 88     -      1329.4    (meters)    4362.     (feet)  VERTCON   
 KS1536  ___________________________________________________________________
 KS1536  EPOCH DATE  -        1991.35
 KS1536  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 KS1536  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 KS1536  HORZ ORDER  -  SECOND
 KS1536
 KS1536.The horizontal coordinates were established by classical geodetic methods
 KS1536.and adjusted by the National Geodetic Survey in March 1994.
 KS1536.The horizontal coordinates are valid at the epoch date displayed above.
 KS1536.The epoch date for horizontal control is a decimal equivalence
 KS1536.of Year/Month/Day.
 KS1536
 KS1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1536
 KS1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1536
 KS1536.The geoid height was determined by GEOID03.
 KS1536
 KS1536;                    North         East     Units Scale Factor Converg.
 KS1536;SPC CA 1     -   561,334.228 2,105,247.102   MT  1.00003265   +0 48 16.2
 KS1536;SPC CA 1     - 1,841,644.05  6,906,964.87   sFT  1.00003265   +0 48 16.2
 KS1536;SPC CA 2     -   746,307.865 2,105,245.041   MT  1.00001076   +0 46 32.4
 KS1536;SPC CA 2     - 2,448,511.72  6,906,958.11   sFT  1.00001076   +0 46 32.4
 KS1536;UTM  10      - 4,416,712.202   690,723.823   MT  1.00004784   +1 25 49.6
 KS1536
 KS1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1536!SPC CA 1     -   0.99979516  x   1.00003265  =   0.99982781
 KS1536!SPC CA 2     -   0.99979516  x   1.00001076  =   0.99980592
 KS1536!UTM  10      -   0.99979516  x   1.00004784  =   0.99984299
 KS1536
 KS1536:                Primary Azimuth Mark                     Grid Az
 KS1536:SPC CA 1     -  55 25 CADH 1971                          090 03 51.9
 KS1536:SPC CA 2     -  55 25 CADH 1971                          090 05 35.7
 KS1536:UTM  10      -  55 25 CADH 1971                          089 26 18.5
 KS1536
 KS1536|---------------------------------------------------------------------|
 KS1536| PID    Reference Object                     Distance      Geod. Az  |
 KS1536|                                                           dddmmss.s |
 KS1536| KS1535 55 25 CADH 1971                     APPROX. 0.7 KM 0905208.1 |
 KS1536|---------------------------------------------------------------------|
 KS1536
 KS1536                          SUPERSEDED SURVEY CONTROL
 KS1536
 KS1536  NAD 83(1986)-  39 52 44.52761(N)    120 46 10.83493(W) AD(1984.00) 2
 KS1536  NAD 27      -  39 52 44.91109(N)    120 46 07.01902(W) AD(       ) 2
 KS1536  NGVD 29 (07/19/86) 1328.4    (m)         4358.     (f) VERT ANG    3  
 KS1536
 KS1536.Superseded values are not recommended for survey control.
 KS1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1536.See file dsdata.txt to determine how the superseded data were derived.
 KS1536
 KS1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9072416712(NAD 83)
 KS1536_MARKER: DD = SURVEY DISK
 KS1536_SETTING: 66 = SET IN ROCK OUTCROP
 KS1536_SP_SET: SET IN ROCK OUTCROP
 KS1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KS1536+STABILITY: POSITION/ELEVATION WELL
 KS1536
 KS1536  HISTORY     - Date     Condition        Report By
 KS1536  HISTORY     - 1971     MONUMENTED       CADT
 KS1536
 KS1536                          STATION DESCRIPTION
 KS1536
 KS1536'DESCRIBED BY CALTRANS 1971
 KS1536'THE STATION IS LOCATED ABOUT 1.4 MILES SOUTHEAST ALONG STATE
 KS1536'HIGHWAY 70 FROM SPRING GARDEN AT P.M. 54.77.
 KS1536'
 KS1536'THE STATION IS ON THE HIGHEST POINT OF A HIGHWAY CUT 220 FEET
 KS1536'EAST OF THE B.C. OF A CURVE LEFT, 95 FEET SOUTH SOUTHWEST OF THE
 KS1536'CENTER LINE OF THE HIGHWAY AND ABOUT 25 FEET HIGHER THAN THE
 KS1536'HIGHWAY.  A STD. DIVISION OF HIGHWAYS DISK, STAMPED 54.77 1971
 KS1536'AND SET IN A ROCK OUTCROP FLUSH WITH SURFACE AND MARKED BY A
 KS1536'SURVEY MONUMENT MARKER SIGN 3 FEET EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9125 ***********************************************************************
 JT9125  DESIGNATION -  54 8
 JT9125  PID         -  JT9125
 JT9125  STATE/COUNTY-  CA/NAPA
 JT9125  USGS QUAD   -  NAPA (1980)
 JT9125
 JT9125                         *CURRENT SURVEY CONTROL
 JT9125  ___________________________________________________________________
 JT9125* NAD 83(1986)-  38 17 36.     (N)    122 16 40.     (W)     SCALED    
 JT9125* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 JT9125  ___________________________________________________________________
 JT9125  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9125  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9125
 JT9125.The horizontal coordinates were scaled from a topographic map and have
 JT9125.an estimated accuracy of +/- 6 seconds.
 JT9125
 JT9125.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9125.The vertical order pertains to the NGVD 29 superseded value.
 JT9125
 JT9125.The geoid height was determined by GEOID03.
 JT9125
 JT9125;                    North         East    Units  Estimated Accuracy
 JT9125;SPC CA 2     -   569,600.    1,975,700.      MT  (+/- 180 meters Scaled)
 JT9125
 JT9125                          SUPERSEDED SURVEY CONTROL
 JT9125
 JT9125  NGVD 29 (??/??/92)    3.358  (m)           11.02   (f) ADJ UNCH    2 2
 JT9125
 JT9125.Superseded values are not recommended for survey control.
 JT9125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9125.See file dsdata.txt to determine how the superseded data were derived.
 JT9125
 JT9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631386(NAD 83)
 JT9125_MARKER: DD = SURVEY DISK
 JT9125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9125_SP_SET: CATCH BASIN
 JT9125_MARK LOGO: CA2330
 JT9125_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9125
 JT9125  HISTORY     - Date     Condition        Report By
 JT9125  HISTORY     - 1971     MONUMENTED       CA2330
 JT9125
 JT9125                          STATION DESCRIPTION
 JT9125
 JT9125'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9125'AT INTERSECTION OF SOSCOL AND SOUSA LANE, A BRASS CAP IN SOUTHEAST
 JT9125'CORNER ON D-2 CB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9477 ***********************************************************************
 EW9477  DESIGNATION -  54 8
 EW9477  PID         -  EW9477
 EW9477  STATE/COUNTY-  CA/VENTURA
 EW9477  USGS QUAD   -  SIMI VALLEY EAST (1969)
 EW9477
 EW9477                         *CURRENT SURVEY CONTROL
 EW9477  ___________________________________________________________________
 EW9477* NAD 83(1986)-  34 16 17.     (N)    118 43 40.     (W)     SCALED    
 EW9477* NAVD 88     -       287.696  (meters)     943.88   (feet)  ADJUSTED  
 EW9477  ___________________________________________________________________
 EW9477  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EW9477  DYNAMIC HT  -         287.387 (meters)     942.87  (feet)  COMP
 EW9477  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 EW9477
 EW9477  VERT ORDER  -  FIRST     CLASS II
 EW9477
 EW9477.The horizontal coordinates were scaled from a topographic map and have
 EW9477.an estimated accuracy of +/- 6 seconds.
 EW9477
 EW9477.The orthometric height was determined by differential leveling
 EW9477.and adjusted in June 1995.
 EW9477
 EW9477.The geoid height was determined by GEOID03.
 EW9477
 EW9477.The dynamic height is computed by dividing the NAVD 88
 EW9477.geopotential number by the normal gravity value computed on the
 EW9477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9477.degrees latitude (g = 980.6199 gals.).
 EW9477
 EW9477.The modeled gravity was interpolated from observed gravity values.
 EW9477
 EW9477;                    North         East    Units  Estimated Accuracy
 EW9477;SPC CA 5     -   585,810.    1,932,980.      MT  (+/- 180 meters Scaled)
 EW9477
 EW9477                          SUPERSEDED SURVEY CONTROL
 EW9477
 EW9477  NAVD 88 (06/15/91)  287.667  (m)          943.79   (f) UNKNOWN     1 2
 EW9477
 EW9477.Superseded values are not recommended for survey control.
 EW9477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9477.See file dsdata.txt to determine how the superseded data were derived.
 EW9477
 EW9477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT409935(NAD 83)
 EW9477_MARKER: DB = BENCH MARK DISK
 EW9477_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9477_SP_SET: CURB
 EW9477_STAMPING: 54-8 1967
 EW9477_MARK LOGO: CA-111
 EW9477_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9477+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2008
 EW9477
 EW9477  HISTORY     - Date     Condition        Report By
 EW9477  HISTORY     - 1967     MONUMENTED       CA-111
 EW9477  HISTORY     - 19890508 GOOD             NGS
 EW9477  HISTORY     - 19940622 GOOD             NGS
 EW9477  HISTORY     - 19960106 GOOD             USPSQD
 EW9477  HISTORY     - 20080602 GOOD             GEOCAC
 EW9477
 EW9477                          STATION DESCRIPTION
 EW9477
 EW9477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9477'IN SIMI, AT THE INTERSECTION OF LOS ANGELES AVENUE AND BARNES STREET,
 EW9477'IN TOP OF A CONCRETE CURB.  16.3 M (53.5 FT) SOUTH OF THE CENTERLINE
 EW9477'OF THE EAST BOUND LANES OF THE AVENUE, 12.5 M (41.0 FT) EAST OF THE
 EW9477'NORTHEAST CORNER OF A HOUSE, 6.5 M (21.3 FT) WEST OF THE CENTERLINE
 EW9477'OF THE STREET AND 0.2 M (0.7 FT) ABOVE THE STREET SURFACE.
 EW9477
 EW9477                          STATION RECOVERY (1994)
 EW9477
 EW9477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9477'IN SANTA SUSANA, AT THE INTERSECTION OF LOS ANGELES AVENUE AND BARNES
 EW9477'STREET, IN THE WEST CONCRETE CURB OF THE STREET, 16.3 M (53.5 FT)
 EW9477'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE, 12.5 M
 EW9477'(41.0 FT) EAST OF THE NORTHEAST CORNER OF A HOUSE, AND 6.5 M (21.3 FT)
 EW9477'WEST OF AND LEVEL WITH THE STREET CENTERLINE.
 EW9477
 EW9477                          STATION RECOVERY (1996)
 EW9477
 EW9477'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW9477'RECOVERED IN GOOD CONDITION.
 EW9477
 EW9477                          STATION RECOVERY (2008)
 EW9477
 EW9477'RECOVERY NOTE BY GEOCACHING 2008 (RAH)
 EW9477'GPS COORDS-
 EW9477'N 34  16.292
 EW9477'W 118  43.639
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9126 ***********************************************************************
 JT9126  DESIGNATION -  54 A
 JT9126  PID         -  JT9126
 JT9126  STATE/COUNTY-  CA/NAPA
 JT9126  USGS QUAD   -  NAPA (1980)
 JT9126
 JT9126                         *CURRENT SURVEY CONTROL
 JT9126  ___________________________________________________________________
 JT9126* NAD 83(1986)-  38 15 18.     (N)    122 16 52.     (W)     SCALED    
 JT9126* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 JT9126  ___________________________________________________________________
 JT9126  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JT9126  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9126
 JT9126.The horizontal coordinates were scaled from a topographic map and have
 JT9126.an estimated accuracy of +/- 6 seconds.
 JT9126
 JT9126.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9126.The vertical order pertains to the NGVD 29 superseded value.
 JT9126
 JT9126.The geoid height was determined by GEOID03.
 JT9126
 JT9126;                    North         East    Units  Estimated Accuracy
 JT9126;SPC CA 2     -   565,350.    1,975,400.      MT  (+/- 180 meters Scaled)
 JT9126
 JT9126                          SUPERSEDED SURVEY CONTROL
 JT9126
 JT9126  NGVD 29 (??/??/92)    1.57   (m)            5.2    (f) COMPUTED    2 2
 JT9126
 JT9126.Superseded values are not recommended for survey control.
 JT9126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9126.See file dsdata.txt to determine how the superseded data were derived.
 JT9126
 JT9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628343(NAD 83)
 JT9126_MARKER: Z = SEE DESCRIPTION
 JT9126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9126_SP_SET: CONCRETE POST
 JT9126_MARK LOGO: CA2330
 JT9126_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9126+STABILITY: SURFACE MOTION
 JT9126
 JT9126  HISTORY     - Date     Condition        Report By
 JT9126  HISTORY     - 1971     MONUMENTED       CA2330
 JT9126
 JT9126                          STATION DESCRIPTION
 JT9126
 JT9126'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9126'ALONG SOUTHERN PACIFIC RAILROAD, 85 FT (25.9 M) SOUTH OF KAISER
 JT9126'SERVICE ROAD 30 FT (9.1 M) WEST OF EAST RIGHT OF WAY, OPPOSITE PLANT
 JT9126'OFFICE, A CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT GROUND
 JT9126'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9127 ***********************************************************************
 JT9127  DESIGNATION -  54 A 2
 JT9127  PID         -  JT9127
 JT9127  STATE/COUNTY-  CA/NAPA
 JT9127  USGS QUAD   -  NAPA (1980)
 JT9127
 JT9127                         *CURRENT SURVEY CONTROL
 JT9127  ___________________________________________________________________
 JT9127* NAD 83(1986)-  38 15 30.     (N)    122 16 40.     (W)     SCALED    
 JT9127* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 JT9127  ___________________________________________________________________
 JT9127  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT9127  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9127
 JT9127.The horizontal coordinates were scaled from a topographic map and have
 JT9127.an estimated accuracy of +/- 6 seconds.
 JT9127
 JT9127.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9127.The vertical order pertains to the NGVD 29 superseded value.
 JT9127
 JT9127.The geoid height was determined by GEOID03.
 JT9127
 JT9127;                    North         East    Units  Estimated Accuracy
 JT9127;SPC CA 2     -   565,720.    1,975,690.      MT  (+/- 180 meters Scaled)
 JT9127
 JT9127                          SUPERSEDED SURVEY CONTROL
 JT9127
 JT9127  NGVD 29 (??/??/92)    2.30   (m)            7.5    (f) COMPUTED    2 2
 JT9127
 JT9127.Superseded values are not recommended for survey control.
 JT9127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9127.See file dsdata.txt to determine how the superseded data were derived.
 JT9127
 JT9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631347(NAD 83)
 JT9127_MARKER: DD = SURVEY DISK
 JT9127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9127_SP_SET: CONCRETE POST
 JT9127_MARK LOGO: CA2330
 JT9127_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9127+STABILITY: SURFACE MOTION
 JT9127
 JT9127  HISTORY     - Date     Condition        Report By
 JT9127  HISTORY     - 1971     MONUMENTED       CA2330
 JT9127
 JT9127                          STATION DESCRIPTION
 JT9127
 JT9127'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9127'AT INTERSECTION OF KAISER AND BESALT ROADS, A WELL TYPE CONCRETE
 JT9127'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3893 ***********************************************************************
 HS3893  DESIGNATION -  54 A CO
 HS3893  PID         -  HS3893
 HS3893  STATE/COUNTY-  CA/ALAMEDA
 HS3893  USGS QUAD   -  MENDENHALL SPRINGS (1996)
 HS3893
 HS3893                         *CURRENT SURVEY CONTROL
 HS3893  ___________________________________________________________________
 HS3893* NAD 83(1986)-  37 35 47.     (N)    121 37 57.     (W)     SCALED    
 HS3893* NAVD 88     -       528.69   (+/-2cm)    1734.5    (feet)  VERTCON   
 HS3893  ___________________________________________________________________
 HS3893  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 HS3893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3893
 HS3893.The horizontal coordinates were scaled from a topographic map and have
 HS3893.an estimated accuracy of +/- 6 seconds.
 HS3893
 HS3893.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3893.The vertical order pertains to the NGVD 29 superseded value.
 HS3893
 HS3893.The geoid height was determined by GEOID03.
 HS3893
 HS3893;                    North         East    Units  Estimated Accuracy
 HS3893;SPC CA 3     -   622,280.    1,900,000.      MT  (+/- 180 meters Scaled)
 HS3893
 HS3893                          SUPERSEDED SURVEY CONTROL
 HS3893
 HS3893  NGVD 29 (??/??/92)  527.834  (m)         1731.74   (f) ADJ UNCH    2 0
 HS3893
 HS3893.Superseded values are not recommended for survey control.
 HS3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3893.See file dsdata.txt to determine how the superseded data were derived.
 HS3893
 HS3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG207619(NAD 83)
 HS3893_MARKER: DD = SURVEY DISK
 HS3893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3893_SP_SET: CONCRETE STOCK UNDERCROSSING B
 HS3893_STAMPING: 54
 HS3893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3893
 HS3893  HISTORY     - Date     Condition        Report By
 HS3893  HISTORY     - UNK      MONUMENTED       CA-001
 HS3893  HISTORY     - 1961     GOOD             NGS
 HS3893  HISTORY     - 1987     GOOD             USPSQD
 HS3893
 HS3893                          STATION DESCRIPTION
 HS3893
 HS3893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3893'10.8 MI SE FROM LIVERMORE.
 HS3893'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3893'LIVERMORE, THENCE 8.5 MILES SOUTHEAST ALONG MINES ROAD, ON THE
 HS3893'OUTSIDE OF A CURVE, IN TOP OF THE CENTER OF THE NORTH-NORTHWEST
 HS3893'CONCRETE HEAD WALL OF CONCRETE STOCK UNDERCROSSING BOX 8.35,
 HS3893'19 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.0
 HS3893'FEET WEST-SOUTHWEST OF THE EAST-NORTHEAST END OF THE HEAD WALL,
 HS3893'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 HS3893
 HS3893                          STATION RECOVERY (1987)
 HS3893
 HS3893'RECOVERY NOTE BY US POWER SQUADRON 1987 (KV)
 HS3893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9128 ***********************************************************************
 JT9128  DESIGNATION -  54 B
 JT9128  PID         -  JT9128
 JT9128  STATE/COUNTY-  CA/NAPA
 JT9128  USGS QUAD   -  NAPA (1980)
 JT9128
 JT9128                         *CURRENT SURVEY CONTROL
 JT9128  ___________________________________________________________________
 JT9128* NAD 83(1986)-  38 15 36.     (N)    122 16 52.     (W)     SCALED    
 JT9128* NAVD 88     -         2.66   (+/-2cm)       8.7    (feet)  VERTCON   
 JT9128  ___________________________________________________________________
 JT9128  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT9128  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9128
 JT9128.The horizontal coordinates were scaled from a topographic map and have
 JT9128.an estimated accuracy of +/- 6 seconds.
 JT9128
 JT9128.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9128.The vertical order pertains to the NGVD 29 superseded value.
 JT9128
 JT9128.The geoid height was determined by GEOID03.
 JT9128
 JT9128;                    North         East    Units  Estimated Accuracy
 JT9128;SPC CA 2     -   565,900.    1,975,400.      MT  (+/- 180 meters Scaled)
 JT9128
 JT9128                          SUPERSEDED SURVEY CONTROL
 JT9128
 JT9128  NGVD 29 (??/??/92)    1.90   (m)            6.2    (f) COMPUTED    2 2
 JT9128
 JT9128.Superseded values are not recommended for survey control.
 JT9128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9128.See file dsdata.txt to determine how the superseded data were derived.
 JT9128
 JT9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628349(NAD 83)
 JT9128_MARKER: Z = SEE DESCRIPTION
 JT9128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9128_SP_SET: CONCRETE POST
 JT9128_MARK LOGO: CA2330
 JT9128_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9128+STABILITY: SURFACE MOTION
 JT9128
 JT9128  HISTORY     - Date     Condition        Report By
 JT9128  HISTORY     - 1971     MONUMENTED       CA2330
 JT9128
 JT9128                          STATION DESCRIPTION
 JT9128
 JT9128'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9128'SOUTHERN PACIFIC RAILROAD AT SOUTH END OF KENNEDY GOLF COURSE, NORTH
 JT9128'OF SLOUGH, EAST OF RIGHT OF WAY, A CONCRETE MONUMENT WITH A METAL
 JT9128'PLATE AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9129 ***********************************************************************
 JT9129  DESIGNATION -  54 C
 JT9129  PID         -  JT9129
 JT9129  STATE/COUNTY-  CA/NAPA
 JT9129  USGS QUAD   -  NAPA (1980)
 JT9129
 JT9129                         *CURRENT SURVEY CONTROL
 JT9129  ___________________________________________________________________
 JT9129* NAD 83(1986)-  38 16 06.     (N)    122 16 52.     (W)     SCALED    
 JT9129* NAVD 88     -         1.94   (+/-2cm)       6.4    (feet)  VERTCON   
 JT9129  ___________________________________________________________________
 JT9129  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JT9129  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9129
 JT9129.The horizontal coordinates were scaled from a topographic map and have
 JT9129.an estimated accuracy of +/- 6 seconds.
 JT9129
 JT9129.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9129.The vertical order pertains to the NGVD 29 superseded value.
 JT9129
 JT9129.The geoid height was determined by GEOID03.
 JT9129
 JT9129;                    North         East    Units  Estimated Accuracy
 JT9129;SPC CA 2     -   566,830.    1,975,400.      MT  (+/- 180 meters Scaled)
 JT9129
 JT9129                          SUPERSEDED SURVEY CONTROL
 JT9129
 JT9129  NGVD 29 (??/??/92)    1.173  (m)            3.85   (f) ADJ UNCH    2 2
 JT9129
 JT9129.Superseded values are not recommended for survey control.
 JT9129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9129.See file dsdata.txt to determine how the superseded data were derived.
 JT9129
 JT9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628358(NAD 83)
 JT9129_MARKER: Z = SEE DESCRIPTION
 JT9129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9129_SP_SET: CONCRETE POST
 JT9129_MARK LOGO: CA2330
 JT9129_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9129+STABILITY: SURFACE MOTION
 JT9129
 JT9129  HISTORY     - Date     Condition        Report By
 JT9129  HISTORY     - 1971     MONUMENTED       CA2330
 JT9129
 JT9129                          STATION DESCRIPTION
 JT9129
 JT9129'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9129'ALONG SOUTHERN PACIFIC RAILROAD, 400 FT (121.9 M) SOUTH OF STREBLO, 6
 JT9129'FT (1.8 M) EAST OF TRACKS, A CONCRETE MONUMENT WITH METAL PLATE AT
 JT9129'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9130 ***********************************************************************
 JT9130  DESIGNATION -  54 D
 JT9130  PID         -  JT9130
 JT9130  STATE/COUNTY-  CA/NAPA
 JT9130  USGS QUAD   -  NAPA (1980)
 JT9130
 JT9130                         *CURRENT SURVEY CONTROL
 JT9130  ___________________________________________________________________
 JT9130* NAD 83(1986)-  38 16 30.     (N)    122 16 52.     (W)     SCALED    
 JT9130* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 JT9130  ___________________________________________________________________
 JT9130  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT9130  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9130
 JT9130.The horizontal coordinates were scaled from a topographic map and have
 JT9130.an estimated accuracy of +/- 6 seconds.
 JT9130
 JT9130.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9130.The vertical order pertains to the NGVD 29 superseded value.
 JT9130
 JT9130.The geoid height was determined by GEOID03.
 JT9130
 JT9130;                    North         East    Units  Estimated Accuracy
 JT9130;SPC CA 2     -   567,570.    1,975,400.      MT  (+/- 180 meters Scaled)
 JT9130
 JT9130                          SUPERSEDED SURVEY CONTROL
 JT9130
 JT9130  NGVD 29 (??/??/92)    1.652  (m)            5.42   (f) ADJ UNCH    2 2
 JT9130
 JT9130.Superseded values are not recommended for survey control.
 JT9130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9130.See file dsdata.txt to determine how the superseded data were derived.
 JT9130
 JT9130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628365(NAD 83)
 JT9130_MARKER: Z = SEE DESCRIPTION
 JT9130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9130_SP_SET: CONCRETE POST
 JT9130_MARK LOGO: CA2330
 JT9130_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9130+STABILITY: SURFACE MOTION
 JT9130
 JT9130  HISTORY     - Date     Condition        Report By
 JT9130  HISTORY     - 1971     MONUMENTED       CA2330
 JT9130
 JT9130                          STATION DESCRIPTION
 JT9130
 JT9130'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9130'ALONG SOUTHERN PACIFIC RAILROAD, 750 FT (228.6 M) SOUTH OF MAGNOLIA
 JT9130'DRIVE, 6 FT (1.8 M) EAST OF TRACKS, A CONCRETE MONUMENT WITH A METAL
 JT9130'PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9131 ***********************************************************************
 JT9131  DESIGNATION -  54 E
 JT9131  PID         -  JT9131
 JT9131  STATE/COUNTY-  CA/NAPA
 JT9131  USGS QUAD   -  NAPA (1980)
 JT9131
 JT9131                         *CURRENT SURVEY CONTROL
 JT9131  ___________________________________________________________________
 JT9131* NAD 83(1986)-  38 17 12.     (N)    122 16 52.     (W)     SCALED    
 JT9131* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 JT9131  ___________________________________________________________________
 JT9131  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9131  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9131
 JT9131.The horizontal coordinates were scaled from a topographic map and have
 JT9131.an estimated accuracy of +/- 6 seconds.
 JT9131
 JT9131.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9131.The vertical order pertains to the NGVD 29 superseded value.
 JT9131
 JT9131.The geoid height was determined by GEOID03.
 JT9131
 JT9131;                    North         East    Units  Estimated Accuracy
 JT9131;SPC CA 2     -   568,860.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9131
 JT9131                          SUPERSEDED SURVEY CONTROL
 JT9131
 JT9131  NGVD 29 (??/??/92)    3.806  (m)           12.49   (f) ADJ UNCH    2 2
 JT9131
 JT9131.Superseded values are not recommended for survey control.
 JT9131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9131.See file dsdata.txt to determine how the superseded data were derived.
 JT9131
 JT9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628378(NAD 83)
 JT9131_MARKER: DD = SURVEY DISK
 JT9131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9131_SP_SET: CONCRETE POST
 JT9131_MARK LOGO: CA2330
 JT9131_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9131+STABILITY: SURFACE MOTION
 JT9131
 JT9131  HISTORY     - Date     Condition        Report By
 JT9131  HISTORY     - 1971     MONUMENTED       CA2330
 JT9131
 JT9131                          STATION DESCRIPTION
 JT9131
 JT9131'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9131'ALONG DOG POUND SERVICE ROAD AT POUND, EAST OF EP, A WELL TYPE
 JT9131'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9132 ***********************************************************************
 JT9132  DESIGNATION -  54 F
 JT9132  PID         -  JT9132
 JT9132  STATE/COUNTY-  CA/NAPA
 JT9132  USGS QUAD   -  NAPA (1980)
 JT9132
 JT9132                         *CURRENT SURVEY CONTROL
 JT9132  ___________________________________________________________________
 JT9132* NAD 83(1986)-  38 17 24.     (N)    122 16 52.     (W)     SCALED    
 JT9132* NAVD 88     -         3.98   (+/-2cm)      13.1    (feet)  VERTCON   
 JT9132  ___________________________________________________________________
 JT9132  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9132  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9132
 JT9132.The horizontal coordinates were scaled from a topographic map and have
 JT9132.an estimated accuracy of +/- 6 seconds.
 JT9132
 JT9132.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9132.The vertical order pertains to the NGVD 29 superseded value.
 JT9132
 JT9132.The geoid height was determined by GEOID03.
 JT9132
 JT9132;                    North         East    Units  Estimated Accuracy
 JT9132;SPC CA 2     -   569,230.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9132
 JT9132                          SUPERSEDED SURVEY CONTROL
 JT9132
 JT9132  NGVD 29 (??/??/92)    3.201  (m)           10.50   (f) ADJ UNCH    2 2
 JT9132
 JT9132.Superseded values are not recommended for survey control.
 JT9132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9132.See file dsdata.txt to determine how the superseded data were derived.
 JT9132
 JT9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628382(NAD 83)
 JT9132_MARKER: Z = SEE DESCRIPTION
 JT9132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9132_SP_SET: CONCRETE POST
 JT9132_MARK LOGO: CA2330
 JT9132_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9132+STABILITY: SURFACE MOTION
 JT9132
 JT9132  HISTORY     - Date     Condition        Report By
 JT9132  HISTORY     - 1971     MONUMENTED       CA2330
 JT9132
 JT9132                          STATION DESCRIPTION
 JT9132
 JT9132'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9132'ALONG SOUTHERN PACIFIC RAILROAD, CENTERLINE OF PINE STREET EXTENDED,
 JT9132'EAST OF TRACKS, A CONCRETE MONUMENT WITH METAL PLATE AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3423 ***********************************************************************
 EV3423  DESIGNATION -  54 FMK
 EV3423  PID         -  EV3423
 EV3423  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3423  USGS QUAD   -  HELENDALE (1993)
 EV3423
 EV3423                         *CURRENT SURVEY CONTROL
 EV3423  ___________________________________________________________________
 EV3423* NAD 83(1986)-  34 40 54.     (N)    117 20 36.     (W)     SCALED    
 EV3423* NAVD 88     -       771.498  (meters)    2531.16   (feet)  ADJUSTED  
 EV3423  ___________________________________________________________________
 EV3423  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV3423  DYNAMIC HT  -         770.594 (meters)    2528.19  (feet)  COMP
 EV3423  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 EV3423
 EV3423  VERT ORDER  -  FIRST     CLASS I
 EV3423
 EV3423.The horizontal coordinates were scaled from a topographic map and have
 EV3423.an estimated accuracy of +/- 6 seconds.
 EV3423
 EV3423.The orthometric height was determined by differential leveling
 EV3423.and adjusted in June 1991.
 EV3423
 EV3423.The geoid height was determined by GEOID03.
 EV3423
 EV3423.The dynamic height is computed by dividing the NAVD 88
 EV3423.geopotential number by the normal gravity value computed on the
 EV3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3423.degrees latitude (g = 980.6199 gals.).
 EV3423
 EV3423.The modeled gravity was interpolated from observed gravity values.
 EV3423
 EV3423;                    North         East    Units  Estimated Accuracy
 EV3423;SPC CA 5     -   631,270.    2,060,170.      MT  (+/- 180 meters Scaled)
 EV3423
 EV3423                          SUPERSEDED SURVEY CONTROL
 EV3423
 EV3423  NGVD 29 (??/??/92)  770.678  (m)         2528.47   (f) ADJ UNCH    1 1
 EV3423
 EV3423.Superseded values are not recommended for survey control.
 EV3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3423.See file dsdata.txt to determine how the superseded data were derived.
 EV3423
 EV3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU685377(NAD 83)
 EV3423_MARKER: DB = BENCH MARK DISK
 EV3423_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV3423+WITH SETTING: PAVEMENT
 EV3423_SP_SET: SIGNAL BASE
 EV3423_STAMPING: 54 FMK
 EV3423_MARK LOGO: USGS  
 EV3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3423+STABILITY: SURFACE MOTION
 EV3423
 EV3423  HISTORY     - Date     Condition        Report By
 EV3423  HISTORY     - 1973     MONUMENTED       USGS
 EV3423  HISTORY     - 1978     GOOD             NGS
 EV3423  HISTORY     - 1987     GOOD             NGS
 EV3423
 EV3423                          STATION DESCRIPTION
 EV3423
 EV3423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3423'4.7 MI SW FROM HELENDALE.
 EV3423'4.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3423'FROM THE STATION SIGNALBOARD AT HELENDALE, 23 FT. WEST OF CENTER LINE
 EV3423'OF DIRT ROAD, 12 FT. EAST OF EAST RAIL OF MAIN TRACK, IN TOP OF
 EV3423'CONCRETE SIGNAL BASE.
 EV3423
 EV3423                          STATION RECOVERY (1987)
 EV3423
 EV3423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9133 ***********************************************************************
 JT9133  DESIGNATION -  54 G
 JT9133  PID         -  JT9133
 JT9133  STATE/COUNTY-  CA/NAPA
 JT9133  USGS QUAD   -  NAPA (1980)
 JT9133
 JT9133                         *CURRENT SURVEY CONTROL
 JT9133  ___________________________________________________________________
 JT9133* NAD 83(1986)-  38 17 36.     (N)    122 16 52.     (W)     SCALED    
 JT9133* NAVD 88     -         4.61   (+/-2cm)      15.1    (feet)  VERTCON   
 JT9133  ___________________________________________________________________
 JT9133  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9133  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9133
 JT9133.The horizontal coordinates were scaled from a topographic map and have
 JT9133.an estimated accuracy of +/- 6 seconds.
 JT9133
 JT9133.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9133.The vertical order pertains to the NGVD 29 superseded value.
 JT9133
 JT9133.The geoid height was determined by GEOID03.
 JT9133
 JT9133;                    North         East    Units  Estimated Accuracy
 JT9133;SPC CA 2     -   569,600.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT9133
 JT9133                          SUPERSEDED SURVEY CONTROL
 JT9133
 JT9133  NGVD 29 (??/??/92)    3.835  (m)           12.58   (f) ADJ UNCH    2 2
 JT9133
 JT9133.Superseded values are not recommended for survey control.
 JT9133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9133.See file dsdata.txt to determine how the superseded data were derived.
 JT9133
 JT9133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628386(NAD 83)
 JT9133_MARKER: Z = SEE DESCRIPTION
 JT9133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9133_SP_SET: CONCRETE POST
 JT9133_MARK LOGO: CA2330
 JT9133_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9133+STABILITY: SURFACE MOTION
 JT9133
 JT9133  HISTORY     - Date     Condition        Report By
 JT9133  HISTORY     - 1971     MONUMENTED       CA2330
 JT9133
 JT9133                          STATION DESCRIPTION
 JT9133
 JT9133'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9133'ALONG SOUTHERN PACIFIC RAILROAD, 600 FT (182.9 M) NORTH OF OIL CO.
 JT9133'ROAD, EAST OF TRACKS (400 FT SOUTH OR 8TH STREET), A CONCRETE
 JT9133'MONUMENT WITH A METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1812 ***********************************************************************
 JT1812  DESIGNATION -  54 H
 JT1812  PID         -  JT1812
 JT1812  STATE/COUNTY-  CA/NAPA
 JT1812  USGS QUAD   -  NAPA (1980)
 JT1812
 JT1812                         *CURRENT SURVEY CONTROL
 JT1812  ___________________________________________________________________
 JT1812* NAD 83(1986)-  38 17 53.     (N)    122 16 52.     (W)     SCALED    
 JT1812* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 JT1812  ___________________________________________________________________
 JT1812  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1812  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1812
 JT1812.The horizontal coordinates were scaled from a topographic map and have
 JT1812.an estimated accuracy of +/- 6 seconds.
 JT1812
 JT1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1812.The vertical order pertains to the NGVD 29 superseded value.
 JT1812
 JT1812.The geoid height was determined by GEOID03.
 JT1812
 JT1812;                    North         East    Units  Estimated Accuracy
 JT1812;SPC CA 2     -   570,130.    1,975,410.      MT  (+/- 180 meters Scaled)
 JT1812
 JT1812                          SUPERSEDED SURVEY CONTROL
 JT1812
 JT1812  NGVD 29 (??/??/92)    4.72   (m)           15.5    (f) COMPUTED    1 1
 JT1812
 JT1812.Superseded values are not recommended for survey control.
 JT1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1812.See file dsdata.txt to determine how the superseded data were derived.
 JT1812
 JT1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH628391(NAD 83)
 JT1812_MARKER: DD = SURVEY DISK
 JT1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1812_SP_SET: CONCRETE POST
 JT1812_MARK LOGO: CA2330
 JT1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1812+STABILITY: SURFACE MOTION
 JT1812
 JT1812  HISTORY     - Date     Condition        Report By
 JT1812  HISTORY     - 1971     MONUMENTED       CA2330
 JT1812
 JT1812                          STATION DESCRIPTION
 JT1812
 JT1812'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1812'ALONG LAWRENCE STREET, SOUTH OF 4TH STREET, EAST OF CURB AT POWER POLE
 JT1812'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9134 ***********************************************************************
 JT9134  DESIGNATION -  54 J
 JT9134  PID         -  JT9134
 JT9134  STATE/COUNTY-  CA/NAPA
 JT9134  USGS QUAD   -  NAPA (1980)
 JT9134
 JT9134                         *CURRENT SURVEY CONTROL
 JT9134  ___________________________________________________________________
 JT9134* NAD 83(1986)-  38 18 00.     (N)    122 16 58.     (W)     SCALED    
 JT9134* NAVD 88     -         6.09   (+/-2cm)      20.0    (feet)  VERTCON   
 JT9134  ___________________________________________________________________
 JT9134  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9134  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9134
 JT9134.The horizontal coordinates were scaled from a topographic map and have
 JT9134.an estimated accuracy of +/- 6 seconds.
 JT9134
 JT9134.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9134.The vertical order pertains to the NGVD 29 superseded value.
 JT9134
 JT9134.The geoid height was determined by GEOID03.
 JT9134
 JT9134;                    North         East    Units  Estimated Accuracy
 JT9134;SPC CA 2     -   570,340.    1,975,260.      MT  (+/- 180 meters Scaled)
 JT9134
 JT9134                          SUPERSEDED SURVEY CONTROL
 JT9134
 JT9134  NGVD 29 (??/??/92)    5.30   (m)           17.4    (f) COMPUTED    2 2
 JT9134
 JT9134.Superseded values are not recommended for survey control.
 JT9134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9134.See file dsdata.txt to determine how the superseded data were derived.
 JT9134
 JT9134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH627393(NAD 83)
 JT9134_MARKER: DD = SURVEY DISK
 JT9134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9134_SP_SET: CONCRETE POST
 JT9134_MARK LOGO: CA2330
 JT9134_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9134+STABILITY: SURFACE MOTION
 JT9134
 JT9134  HISTORY     - Date     Condition        Report By
 JT9134  HISTORY     - 1971     MONUMENTED       CA2330
 JT9134
 JT9134                          STATION DESCRIPTION
 JT9134
 JT9134'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9134'AT INTERSECTION OF SOUTHERN PACIFIC RAILROAD AND FIRST STREET, IN
 JT9134'NORTHWEST QUADRANT, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0877 ***********************************************************************
 DB0877  DESIGNATION -  54 JD
 DB0877  PID         -  DB0877
 DB0877  STATE/COUNTY-  CA/IMPERIAL
 DB0877  USGS QUAD   -  ALAMORIO (1976)
 DB0877
 DB0877                         *CURRENT SURVEY CONTROL
 DB0877  ___________________________________________________________________
 DB0877* NAD 83(1986)-  32 58 30.     (N)    115 24 28.     (W)     SCALED    
 DB0877* NAVD 88     -       -29.047  (meters)     -95.30   (feet)  ADJUSTED  
 DB0877  ___________________________________________________________________
 DB0877  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DB0877  DYNAMIC HT  -         -29.015 (meters)     -95.19  (feet)  COMP
 DB0877  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DB0877
 DB0877  VERT ORDER  -  SECOND    CLASS I
 DB0877
 DB0877.The horizontal coordinates were scaled from a topographic map and have
 DB0877.an estimated accuracy of +/- 6 seconds.
 DB0877
 DB0877.The orthometric height was determined by differential leveling
 DB0877.and adjusted in March 1994.
 DB0877
 DB0877.The geoid height was determined by GEOID03.
 DB0877
 DB0877.The dynamic height is computed by dividing the NAVD 88
 DB0877.geopotential number by the normal gravity value computed on the
 DB0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0877.degrees latitude (g = 980.6199 gals.).
 DB0877
 DB0877.The modeled gravity was interpolated from observed gravity values.
 DB0877
 DB0877;                    North         East    Units  Estimated Accuracy
 DB0877;SPC CA 6     -   589,960.    2,078,730.      MT  (+/- 180 meters Scaled)
 DB0877
 DB0877                          SUPERSEDED SURVEY CONTROL
 DB0877
 DB0877  NGVD 29 (??/??/??)  -29.752  (m)          -97.61   (f) ADJUSTED    2 1
 DB0877
 DB0877.Superseded values are not recommended for survey control.
 DB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0877.See file dsdata.txt to determine how the superseded data were derived.
 DB0877
 DB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS487496(NAD 83)
 DB0877_MARKER: DD = SURVEY DISK
 DB0877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0877_SP_SET: HEADWALL
 DB0877_STAMPING: 54 JD 1955 97
 DB0877_MARK LOGO: USGS  
 DB0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0877+STABILITY: SURFACE MOTION
 DB0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0877+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 DB0877
 DB0877  HISTORY     - Date     Condition        Report By
 DB0877  HISTORY     - 1955     MONUMENTED       USGS
 DB0877  HISTORY     - 1972     GOOD             NGS
 DB0877  HISTORY     - 1974     GOOD             IID
 DB0877  HISTORY     - 1976     GOOD             CA-025
 DB0877  HISTORY     - 1981     GOOD             CA-025
 DB0877  HISTORY     - 1985     GOOD             CA-025
 DB0877  HISTORY     - 19881005 GOOD             CA-025
 DB0877  HISTORY     - 19911018 GOOD             CA-025
 DB0877
 DB0877                          STATION DESCRIPTION
 DB0877
 DB0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0877'AT ORITA.
 DB0877'ORITA, AT A LARGE CURVE IN RD., AT AN IRRIGATION DRAIN DITCH, 41 FT.
 DB0877'SW. OF CENTER OF RD, IN THE SW. HEADWALL OF LARGE CONCRETE CULVERT
 DB0877'STANDARD TABLET STAMPED 54 JD 1955 -37.
 DB0877
 DB0877                          STATION RECOVERY (1974)
 DB0877
 DB0877'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1974
 DB0877'RECOVERED IN GOOD CONDITION.
 DB0877
 DB0877                          STATION RECOVERY (1976)
 DB0877
 DB0877'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DB0877'RECOVERED IN GOOD CONDITION.
 DB0877
 DB0877                          STATION RECOVERY (1981)
 DB0877
 DB0877'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DB0877'ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY 78 FROM THE RAILROAD TRACKS
 DB0877'IN BRAWLEY, 39 FEET SOUTH OF THE CENTERLINE OF THE STATE HIGHWAYS 78
 DB0877'AND 115, 278 FEET SOUTHEAST OF HIGHWAY SIGN (GLAMIS, PALO VERDE,
 DB0877'BLYTHE), 99 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 78 WHERE
 DB0877'IT JUNCTIONS TO THE NORTHEAST, AND SET IN THE TOP OF THE CENTER OF A
 DB0877'CONCRETE SIPHON HEAD WALL FOR ORITA DRAIN.
 DB0877
 DB0877                          STATION RECOVERY (1985)
 DB0877
 DB0877'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0877'RECOVERED IN GOOD CONDITION.
 DB0877
 DB0877                          STATION RECOVERY (1988)
 DB0877
 DB0877'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0877'RECOVERED IN GOOD CONDITION.
 DB0877
 DB0877                          STATION RECOVERY (1991)
 DB0877
 DB0877'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0877'ABOUT 7.2 MI (11.6 KM) EAST ALONG STATE HIGHWAY 78 FROM THE RAILROAD
 DB0877'TRACKS IN BRAWLEY, 39 FT (11.9 M) SOUTH OF THE CENTERLINE OF THE
 DB0877'STATE HIGHWAYS 78 AND 115, 278 FT (84.7 M) SOUTHEAST OF HIGHWAY SIGN
 DB0877'(GLAMIS, PALO VERDE, BLYTHE), 99 FT (30.2 M) SOUTHEAST OF THE
 DB0877'CENTERLINE OF STATE HIGHWAY 78 WHERE IT JUNCTIONS TO THE NORTHEAST,
 DB0877'AND SET IN THE TOP OF THE CENTER OF A CONCRETE SIPHON HEADWALL FOR
 DB0877'ORITA DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9135 ***********************************************************************
 JT9135  DESIGNATION -  54 K
 JT9135  PID         -  JT9135
 JT9135  STATE/COUNTY-  CA/NAPA
 JT9135  USGS QUAD   -  NAPA (1980)
 JT9135
 JT9135                         *CURRENT SURVEY CONTROL
 JT9135  ___________________________________________________________________
 JT9135* NAD 83(1986)-  38 18 12.     (N)    122 17 04.     (W)     SCALED    
 JT9135* NAVD 88     -         5.49   (+/-2cm)      18.0    (feet)  VERTCON   
 JT9135  ___________________________________________________________________
 JT9135  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9135  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9135
 JT9135.The horizontal coordinates were scaled from a topographic map and have
 JT9135.an estimated accuracy of +/- 6 seconds.
 JT9135
 JT9135.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9135.The vertical order pertains to the NGVD 29 superseded value.
 JT9135
 JT9135.The geoid height was determined by GEOID03.
 JT9135
 JT9135;                    North         East    Units  Estimated Accuracy
 JT9135;SPC CA 2     -   570,710.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9135
 JT9135                          SUPERSEDED SURVEY CONTROL
 JT9135
 JT9135  NGVD 29 (??/??/92)    4.71   (m)           15.5    (f) COMPUTED    2 2
 JT9135
 JT9135.Superseded values are not recommended for survey control.
 JT9135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9135.See file dsdata.txt to determine how the superseded data were derived.
 JT9135
 JT9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625397(NAD 83)
 JT9135_MARKER: DD = SURVEY DISK
 JT9135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9135_SP_SET: CONCRETE POST
 JT9135_MARK LOGO: CA2330
 JT9135_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9135+STABILITY: SURFACE MOTION
 JT9135
 JT9135  HISTORY     - Date     Condition        Report By
 JT9135  HISTORY     - 1971     MONUMENTED       CA2330
 JT9135
 JT9135                          STATION DESCRIPTION
 JT9135
 JT9135'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9135'AT INTERSECTION OF SOSCOL AND CAYMUS AVENUES, THE NORTHEAST CORNER OF
 JT9135'SOSCOL AVENUE AND SOUTHERN PACIFIC RAILROAD CROSSING, A WELL TYPE
 JT9135'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9136 ***********************************************************************
 JT9136  DESIGNATION -  54 L
 JT9136  PID         -  JT9136
 JT9136  STATE/COUNTY-  CA/NAPA
 JT9136  USGS QUAD   -  NAPA (1980)
 JT9136
 JT9136                         *CURRENT SURVEY CONTROL
 JT9136  ___________________________________________________________________
 JT9136* NAD 83(1986)-  38 18 18.     (N)    122 17 10.     (W)     SCALED    
 JT9136* NAVD 88     -         5.12   (+/-2cm)      16.8    (feet)  VERTCON   
 JT9136  ___________________________________________________________________
 JT9136  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9136  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9136
 JT9136.The horizontal coordinates were scaled from a topographic map and have
 JT9136.an estimated accuracy of +/- 6 seconds.
 JT9136
 JT9136.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9136.The vertical order pertains to the NGVD 29 superseded value.
 JT9136
 JT9136.The geoid height was determined by GEOID03.
 JT9136
 JT9136;                    North         East    Units  Estimated Accuracy
 JT9136;SPC CA 2     -   570,900.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9136
 JT9136                          SUPERSEDED SURVEY CONTROL
 JT9136
 JT9136  NGVD 29 (??/??/92)    4.34   (m)           14.2    (f) COMPUTED    2 2
 JT9136
 JT9136.Superseded values are not recommended for survey control.
 JT9136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9136.See file dsdata.txt to determine how the superseded data were derived.
 JT9136
 JT9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624398(NAD 83)
 JT9136_MARKER: DD = SURVEY DISK
 JT9136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9136_SP_SET: CONCRETE POST
 JT9136_MARK LOGO: CA2330
 JT9136_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9136+STABILITY: SURFACE MOTION
 JT9136
 JT9136  HISTORY     - Date     Condition        Report By
 JT9136  HISTORY     - 1971     MONUMENTED       CA2330
 JT9136
 JT9136                          STATION DESCRIPTION
 JT9136
 JT9136'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9136'ALONG SOSCOL AVENUE, 10 FT (3.0 M) SOUTH OF CENTERLINE OF VALLEJO, A
 JT9136'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1742 ***********************************************************************
 AE1742  DESIGNATION -  54 LLR
 AE1742  PID         -  AE1742
 AE1742  STATE/COUNTY-  CA/LOS ANGELES
 AE1742  USGS QUAD   -  INGLEWOOD (1981)
 AE1742
 AE1742                         *CURRENT SURVEY CONTROL
 AE1742  ___________________________________________________________________
 AE1742* NAD 83(1986)-  33 58 52.     (N)    118 20 41.     (W)     SCALED    
 AE1742* NAVD 88     -        57.286  (meters)     187.95   (feet)  ADJUSTED  
 AE1742  ___________________________________________________________________
 AE1742  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AE1742  DYNAMIC HT  -          57.224 (meters)     187.74  (feet)  COMP
 AE1742  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 AE1742
 AE1742  VERT ORDER  -  FIRST     CLASS II
 AE1742
 AE1742.The horizontal coordinates were scaled from a topographic map and have
 AE1742.an estimated accuracy of +/- 6 seconds.
 AE1742
 AE1742.The orthometric height was determined by differential leveling
 AE1742.and adjusted in October 1997.
 AE1742
 AE1742.The geoid height was determined by GEOID03.
 AE1742
 AE1742.The dynamic height is computed by dividing the NAVD 88
 AE1742.geopotential number by the normal gravity value computed on the
 AE1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1742.degrees latitude (g = 980.6199 gals.).
 AE1742
 AE1742.The modeled gravity was interpolated from observed gravity values.
 AE1742
 AE1742;                    North         East    Units  Estimated Accuracy
 AE1742;SPC CA 5     -   553,420.    1,968,150.      MT  (+/- 180 meters Scaled)
 AE1742
 AE1742                          SUPERSEDED SURVEY CONTROL
 AE1742
 AE1742.No superseded survey control is available for this station.
 AE1742
 AE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT757608(NAD 83)
 AE1742_MARKER: DB = BENCH MARK DISK
 AE1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1742_SP_SET: CATCH BASIN
 AE1742_STAMPING: 54 LLR 1967
 AE1742_MARK LOGO: MWDSC 
 AE1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1742+STABILITY: SURFACE MOTION
 AE1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1742+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AE1742
 AE1742  HISTORY     - Date     Condition        Report By
 AE1742  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1742  HISTORY     - 19960725 GOOD             MWDSC
 AE1742
 AE1742                          STATION DESCRIPTION
 AE1742
 AE1742'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1742'LOS ANGELES, CA, FROM 10 FWY GO WEST TO CRENSHAW BLVD.  EXIT AT
 AE1742'CRENSHAW BLVD AND GO SOUTH 4.0 MI (6.4 KM) TO HYDE PARK BLVD.  THENCE
 AE1742'GO WEST ON HYDE PARK BLVD 0.3 MI (0.5 KM) TO Y JUNCTION.  CONTINUE
 AE1742'WEST ON FAIRVIEW BLVD 0.4 MI (0.6 KM) TO ALVISO AVE.  THENCE GO NORTH
 AE1742'ON ALVISO AVE 95.O FT TO POINT.  MONUMENT IS AT THE NORTHEAST CORNER
 AE1742'OF ALVISO AND FAIRVIEW T-INTERSECTION.  FOUND A STANDARD 3.25 INCH MWD
 AE1742'BCM STAMPED 54 LLR 1967 FLUSH ON THE SOUTHWEST CORNER OF A 3 FT (0.9
 AE1742'M) BY 11 FT (3.4 M) CATCH BASIN.  REF MWD FB 4034 01 094.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3330 ***********************************************************************
 AH3330  DESIGNATION -  54 R
 AH3330  PID         -  AH3330
 AH3330  STATE/COUNTY-  CA/LOS ANGELES
 AH3330  USGS QUAD   -  PASADENA (1994)
 AH3330
 AH3330                         *CURRENT SURVEY CONTROL
 AH3330  ___________________________________________________________________
 AH3330* NAD 83(1986)-  34 09 30.     (N)    118 14 28.     (W)     SCALED    
 AH3330* NAVD 88     -       201.811  (meters)     662.11   (feet)  ADJUSTED  
 AH3330  ___________________________________________________________________
 AH3330  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AH3330  DYNAMIC HT  -         201.599 (meters)     661.41  (feet)  COMP
 AH3330  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 AH3330
 AH3330  VERT ORDER  -  FIRST     CLASS II
 AH3330
 AH3330.The horizontal coordinates were scaled from a topographic map and have
 AH3330.an estimated accuracy of +/- 6 seconds.
 AH3330
 AH3330.The orthometric height was determined by differential leveling
 AH3330.and adjusted in May 1999.
 AH3330
 AH3330.The geoid height was determined by GEOID03.
 AH3330
 AH3330.The dynamic height is computed by dividing the NAVD 88
 AH3330.geopotential number by the normal gravity value computed on the
 AH3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3330.degrees latitude (g = 980.6199 gals.).
 AH3330
 AH3330.The modeled gravity was interpolated from observed gravity values.
 AH3330
 AH3330;                    North         East    Units  Estimated Accuracy
 AH3330;SPC CA 5     -   573,050.    1,977,770.      MT  (+/- 180 meters Scaled)
 AH3330
 AH3330                          SUPERSEDED SURVEY CONTROL
 AH3330
 AH3330.No superseded survey control is available for this station.
 AH3330
 AH3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT855804(NAD 83)
 AH3330_MARKER: DB = BENCH MARK DISK
 AH3330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3330_SP_SET: SIDEWALK
 AH3330_STAMPING: 54 R 1933
 AH3330_MARK LOGO: MWDSC 
 AH3330_PROJECTION: FLUSH
 AH3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3330+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1997
 AH3330
 AH3330  HISTORY     - Date     Condition        Report By
 AH3330  HISTORY     - 1933     MONUMENTED       MWDSC
 AH3330  HISTORY     - 19970616 GOOD             MWDSC
 AH3330
 AH3330                          STATION DESCRIPTION
 AH3330
 AH3330'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3330'IN THE CITY OF GLENDALE, AT THE SOUTHEASTERLY CORNER OF GLENDALE
 AH3330'AVENUE AND GLENOAKS BLVD., 49.38 M (162.01 FT) SOUTHERLY OF THE
 AH3330'CENTERLINE OF GLENOAKS BLVD., 17.37 M (56.99 FT) EASTERLY OF THE
 AH3330'CENTERLINE OF GLENDALE AVENUE, STATION IS SET FLUSH IN CONCRETE
 AH3330'SIDEWALK 0.61 M (2.00 FT) BEHIND CURB FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0537 ***********************************************************************
 FT0537  DESIGNATION -  54 RM
 FT0537  PID         -  FT0537
 FT0537  STATE/COUNTY-  CA/KERN
 FT0537  USGS QUAD   -  PEARSONVILLE (1982)
 FT0537
 FT0537                         *CURRENT SURVEY CONTROL
 FT0537  ___________________________________________________________________
 FT0537* NAD 83(1986)-  35 48 34.     (N)    117 48 03.     (W)     SCALED    
 FT0537* NAVD 88     -       699.862  (meters)    2296.13   (feet)  ADJUSTED  
 FT0537  ___________________________________________________________________
 FT0537  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FT0537  DYNAMIC HT  -         699.091 (meters)    2293.60  (feet)  COMP
 FT0537  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 FT0537
 FT0537  VERT ORDER  -  FIRST     CLASS II
 FT0537
 FT0537.The horizontal coordinates were scaled from a topographic map and have
 FT0537.an estimated accuracy of +/- 6 seconds.
 FT0537
 FT0537.The orthometric height was determined by differential leveling
 FT0537.and adjusted in June 1991.
 FT0537
 FT0537.The geoid height was determined by GEOID03.
 FT0537
 FT0537.The dynamic height is computed by dividing the NAVD 88
 FT0537.geopotential number by the normal gravity value computed on the
 FT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0537.degrees latitude (g = 980.6199 gals.).
 FT0537
 FT0537.The modeled gravity was interpolated from observed gravity values.
 FT0537
 FT0537;                    North         East    Units  Estimated Accuracy
 FT0537;SPC CA 5     -   756,210.    2,018,000.      MT  (+/- 180 meters Scaled)
 FT0537
 FT0537                          SUPERSEDED SURVEY CONTROL
 FT0537
 FT0537  NGVD 29 (??/??/??)  699.12   (m)         2293.7    (f) RESET       3  
 FT0537
 FT0537.Superseded values are not recommended for survey control.
 FT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0537.See file dsdata.txt to determine how the superseded data were derived.
 FT0537
 FT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV276631(NAD 83)
 FT0537_MARKER: DD = SURVEY DISK
 FT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0537_STAMPING: 54 RM 1950
 FT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0537+STABILITY: SURFACE MOTION
 FT0537
 FT0537  HISTORY     - Date     Condition        Report By
 FT0537  HISTORY     - 1950     MONUMENTED       USN
 FT0537  HISTORY     - 1950     GOOD             NGS
 FT0537
 FT0537                          STATION DESCRIPTION
 FT0537
 FT0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 FT0537'12.7 MI NE FROM CHINA LAKE USN .
 FT0537'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, ON
 FT0537'THE B-1 RANGE, JUST WEST OF THE B-1 AIR STRIP, IT IS ONE OF THE
 FT0537'STATIONS OF THE B-1 BASE LINE.  THE STATION IS A NAVAL ORDNANCE
 FT0537'DISK SET IN AN 8 INCH SQUARE CONCRETE POST SET IN THE GROUND,
 FT0537'THE DISK IS STAMPED 54 RM 1950 AND SETS 2 INCHES BELOW THE
 FT0537'SURFACE OF THE GROUND.  TO REACH FROM THE CONTROL TOWER OF THE
 FT0537'B-1 AIR STRIP GO WEST TO THE B-1 BASE LINE, TURN RIGHT, NORTH
 FT0537'ALONG THE BASE LINE TO THE STATION.  DIRECTIONS TO REACH THE
 FT0537'B-1 BASE LINE CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON
 FT0537'LABORATORY OF THE NAVAL ORDNANCE TEST STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3327 ***********************************************************************
 AH3327  DESIGNATION -  54 S
 AH3327  PID         -  AH3327
 AH3327  STATE/COUNTY-  CA/LOS ANGELES
 AH3327  USGS QUAD   -  PASADENA (1994)
 AH3327
 AH3327                         *CURRENT SURVEY CONTROL
 AH3327  ___________________________________________________________________
 AH3327* NAD 83(1986)-  34 09 45.     (N)    118 14 34.     (W)     SCALED    
 AH3327* NAVD 88     -       210.417  (meters)     690.34   (feet)  ADJUSTED  
 AH3327  ___________________________________________________________________
 AH3327  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH3327  DYNAMIC HT  -         210.195 (meters)     689.61  (feet)  COMP
 AH3327  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 AH3327
 AH3327  VERT ORDER  -  FIRST     CLASS II
 AH3327
 AH3327.The horizontal coordinates were scaled from a topographic map and have
 AH3327.an estimated accuracy of +/- 6 seconds.
 AH3327
 AH3327.The orthometric height was determined by differential leveling
 AH3327.and adjusted in May 1999.
 AH3327
 AH3327.The geoid height was determined by GEOID03.
 AH3327
 AH3327.The dynamic height is computed by dividing the NAVD 88
 AH3327.geopotential number by the normal gravity value computed on the
 AH3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3327.degrees latitude (g = 980.6199 gals.).
 AH3327
 AH3327.The modeled gravity was interpolated from observed gravity values.
 AH3327
 AH3327;                    North         East    Units  Estimated Accuracy
 AH3327;SPC CA 5     -   573,520.    1,977,610.      MT  (+/- 180 meters Scaled)
 AH3327
 AH3327                          SUPERSEDED SURVEY CONTROL
 AH3327
 AH3327.No superseded survey control is available for this station.
 AH3327
 AH3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT854808(NAD 83)
 AH3327_MARKER: DD = SURVEY DISK
 AH3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3327_STAMPING: 54 S 1933
 AH3327_MARK LOGO: MWDSC 
 AH3327_PROJECTION: FLUSH
 AH3327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3327+STABILITY: SURFACE MOTION
 AH3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3327+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 AH3327
 AH3327  HISTORY     - Date     Condition        Report By
 AH3327  HISTORY     - 1933     MONUMENTED       MWDSC
 AH3327  HISTORY     - 19970626 GOOD             MWDSC
 AH3327  HISTORY     - 20050815 GOOD             CA1980
 AH3327
 AH3327                          STATION DESCRIPTION
 AH3327
 AH3327'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3327'IN THE CITY OF GLENDALE, AT THE NORTHWEST CORNER OF ROSSMOYNE AVENUE
 AH3327'AND E.  STOCKER STREET, 11.13 M (36.52 FT) WEST OF THE CENTERLINE OF
 AH3327'ROSSMOYNE AVENUE, 7.16 M (23.49 FT) NORTH OF THE CENTERLINE OF E.
 AH3327'STOCKER STREET, STATION IS IN THE GRASS PARKWAY 0.03 M (0.10 FT) BELOW
 AH3327'SURFACE.
 AH3327
 AH3327                          STATION RECOVERY (2005)
 AH3327
 AH3327'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2005 (RH)
 AH3327'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0464 ***********************************************************************
 JS0464  DESIGNATION -  54+85 CAHD
 JS0464  PID         -  JS0464
 JS0464  STATE/COUNTY-  CA/CALAVERAS
 JS0464  USGS QUAD   -  VALLEY SPRINGS (1962)
 JS0464
 JS0464                         *CURRENT SURVEY CONTROL
 JS0464  ___________________________________________________________________
 JS0464* NAD 83(1986)-  38 11 41.     (N)    120 48 50.     (W)     SCALED    
 JS0464* NAVD 88     -       213.87   (+/-2cm)     701.7    (feet)  VERTCON   
 JS0464  ___________________________________________________________________
 JS0464  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 JS0464  VERT ORDER  -  THIRD (See Below)
 JS0464
 JS0464.The horizontal coordinates were scaled from a topographic map and have
 JS0464.an estimated accuracy of +/- 6 seconds.
 JS0464
 JS0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0464.The vertical order pertains to the NGVD 29 superseded value.
 JS0464
 JS0464.The geoid height was determined by GEOID03.
 JS0464
 JS0464;                    North         East    Units  Estimated Accuracy
 JS0464;SPC CA 3     -   688,130.    1,972,510.      MT  (+/- 180 meters Scaled)
 JS0464
 JS0464                          SUPERSEDED SURVEY CONTROL
 JS0464
 JS0464  NGVD 29 (??/??/??)  213.13   (m)          699.2    (f) RESET       3  
 JS0464
 JS0464.Superseded values are not recommended for survey control.
 JS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0464.See file dsdata.txt to determine how the superseded data were derived.
 JS0464
 JS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH914296(NAD 83)
 JS0464_MARKER: DD = SURVEY DISK
 JS0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0464_SP_SET: CULVERT
 JS0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0464
 JS0464  HISTORY     - Date     Condition        Report By
 JS0464  HISTORY     - UNK      MONUMENTED       CADH
 JS0464  HISTORY     - 1960     GOOD             NGS
 JS0464  HISTORY     - 1987     GOOD             USPSQD
 JS0464
 JS0464                          STATION DESCRIPTION
 JS0464
 JS0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS0464'0.9 MI E FROM VALLEY SPRINGS.
 JS0464'0.9 MILE EAST ALONG STATE HIGHWAY 12 FROM THE SOUTHERN PACIFIC
 JS0464'RAILROAD STATION AT VALLEY SPRINGS, 0.1 MILE FROM THE CROSSING
 JS0464'OF A POWER LINE, IN THE TOP AND 0.6 FOOT SOUTHWEST OF THE
 JS0464'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF 18-INCH
 JS0464'PIPE CULVERT 54+85, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 JS0464'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 JS0464
 JS0464                          STATION RECOVERY (1987)
 JS0464
 JS0464'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAK)
 JS0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2432 ***********************************************************************
 HS2432  DESIGNATION -  54.39 USBR
 HS2432  PID         -  HS2432
 HS2432  STATE/COUNTY-  CA/STANISLAUS
 HS2432  USGS QUAD   -  NEWMAN (1978)
 HS2432
 HS2432                         *CURRENT SURVEY CONTROL
 HS2432  ___________________________________________________________________
 HS2432* NAD 83(1986)-  37 17 25.     (N)    121 05 14.     (W)     SCALED    
 HS2432* NAVD 88     -        56.35   (+/-2cm)     184.9    (feet)  VERTCON   
 HS2432  ___________________________________________________________________
 HS2432  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 HS2432  VERT ORDER  -  THIRD (See Below)
 HS2432
 HS2432.The horizontal coordinates were scaled from a topographic map and have
 HS2432.an estimated accuracy of +/- 6 seconds.
 HS2432
 HS2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2432.The vertical order pertains to the NGVD 29 superseded value.
 HS2432
 HS2432.The geoid height was determined by GEOID03.
 HS2432
 HS2432;                    North         East    Units  Estimated Accuracy
 HS2432;SPC CA 3     -   587,870.    1,947,930.      MT  (+/- 180 meters Scaled)
 HS2432
 HS2432                          SUPERSEDED SURVEY CONTROL
 HS2432
 HS2432  NGVD 29 (??/??/??)   55.58   (m)          182.3    (f) RESET       3  
 HS2432
 HS2432.Superseded values are not recommended for survey control.
 HS2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2432.See file dsdata.txt to determine how the superseded data were derived.
 HS2432
 HS2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG695287(NAD 83)
 HS2432_MARKER: DD = SURVEY DISK
 HS2432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2432_SP_SET: CANAL HEADWALL
 HS2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2432
 HS2432  HISTORY     - Date     Condition        Report By
 HS2432  HISTORY     - UNK      MONUMENTED       BOR
 HS2432  HISTORY     - 1957     GOOD             NGS
 HS2432  HISTORY     - 1965     GOOD             NGS
 HS2432
 HS2432                          STATION DESCRIPTION
 HS2432
 HS2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS2432'5 MI W FROM NEWMAN.
 HS2432'0.7 MILE WEST ALONG MERCED STREET FROM THE SOUTHERN PACIFIC
 HS2432'COMPANY RAILROAD STATION AT NEWMAN, THENCE 1.0 MILE WEST ALONG
 HS2432'HOYER ROAD, THENCE 0.5 MILE SOUTH ALONG DRAPER ROAD, THENCE 1.0
 HS2432'MILE WEST ALONG SHIELLS ROAD, THENCE 0.7 MILE SOUTH ALONG
 HS2432'EASTIN ROAD, THENCE 1.1 MILES WEST ALONG NEWMAN WESTGATE CANAL,
 HS2432'IN R8E T7S, IN THE SOUTHEAST QUARTER OF SECTION 28, AT THE
 HS2432'JUNCTION OF DELTA MENDOTA CANAL, AT CHECK GATE 10 (54.39), IN
 HS2432'THE TOP OF THE NORTH END OF THE EAST ONE OF FOUR CONCRETE
 HS2432'HEADWALLS SUPPORTING THE GATES, 48 FEET WEST OF THE CENTER LINE
 HS2432'OF THE EAST LEVEE ROAD, 34.8 FEET WEST OF THE EAST END OF THE
 HS2432'CONCRETE WALKWAY ACROSS THE CANAL, AND 1.3 FEET NORTH OF AN
 HS2432'IRON GUARD RAIL.
 HS2432
 HS2432                          STATION RECOVERY (1965)
 HS2432
 HS2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0121 ***********************************************************************
 HT0121  DESIGNATION -  54.746 EBMUD
 HT0121  PID         -  HT0121
 HT0121  STATE/COUNTY-  CA/CONTRA COSTA
 HT0121  USGS QUAD   -  WALNUT CREEK (1995)
 HT0121
 HT0121                         *CURRENT SURVEY CONTROL
 HT0121  ___________________________________________________________________
 HT0121* NAD 83(1986)-  37 56 46.     (N)    122 03 37.     (W)     SCALED    
 HT0121* NAVD 88     -        17.58   (+/-2cm)      57.7    (feet)  VERTCON   
 HT0121  ___________________________________________________________________
 HT0121  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0121
 HT0121.The horizontal coordinates were scaled from a topographic map and have
 HT0121.an estimated accuracy of +/- 6 seconds.
 HT0121
 HT0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0121.The vertical order pertains to the NGVD 29 superseded value.
 HT0121
 HT0121.The geoid height was determined by GEOID03.
 HT0121
 HT0121;                    North         East    Units  Estimated Accuracy
 HT0121;SPC CA 3     -   661,640.    1,862,870.      MT  (+/- 180 meters Scaled)
 HT0121
 HT0121                          SUPERSEDED SURVEY CONTROL
 HT0121
 HT0121  NGVD 29 (??/??/92)   16.775  (m)           55.04   (f) ADJ UNCH    1 2
 HT0121
 HT0121.Superseded values are not recommended for survey control.
 HT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0121.See file dsdata.txt to determine how the superseded data were derived.
 HT0121
 HT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH825002(NAD 83)
 HT0121_MARKER: DD = SURVEY DISK
 HT0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0121_SP_SET: CONCRETE MANHOLE COVER
 HT0121_STAMPING: 54.746 P 4318+96.70
 HT0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0121
 HT0121  HISTORY     - Date     Condition        Report By
 HT0121  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0121  HISTORY     - 1958     GOOD             NGS
 HT0121  HISTORY     - 20081201 POOR             TOWILL
 HT0121
 HT0121                          STATION DESCRIPTION
 HT0121
 HT0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0121'2.6 MI S FROM PACHECO.
 HT0121'2.6 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE TOWN HALL AT
 HT0121'PACHECO, ABOUT 0.2 MILE NORTH OF THE T JUNCTION OF STATE
 HT0121'HIGHWAY 24, AT THE FORMER SITE OF SHERMAN AIRPORT, ALONG THE
 HT0121'MOKELUMNE AQUEDUCT, AT MANHOLE STATION 4319, IN THE TOP AND
 HT0121'NEAR THE CENTER OF THE SOUTHWEST SIDE OF THE CONCRETE MANHOLE
 HT0121'COVER, 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 HT0121'AROUND THE PLEASANT HILL OUTDOOR THEATRE, 5 FEET NORTHWEST
 HT0121'OF THE CENTER OF A TRACK ROAD ALONG THE TOP OF THE AQUEDUCT,
 HT0121'AND ABOUT 1 FOOT ABOVE THE GROUND.
 HT0121
 HT0121                          STATION RECOVERY (2008)
 HT0121
 HT0121'RECOVERY NOTE BY TOWILL INCORPORATED 2008 (FAB)
 HT0121'AT THE LOCATION DESCRIBED, THERE IS A CIRCULAR RECESSED AREA, ABOUT
 HT0121'THREE INCH DIAMETER, WITHIN THE CONCRETE IN WHICH CENTER THERE APPEARS
 HT0121'TO BE THE STEM OF THE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3874 ***********************************************************************
 HS3874  DESIGNATION -  54.83 EBMUD
 HS3874  PID         -  HS3874
 HS3874  STATE/COUNTY-  CA/SAN JOAQUIN
 HS3874  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3874
 HS3874                         *CURRENT SURVEY CONTROL
 HS3874  ___________________________________________________________________
 HS3874* NAD 83(1986)-  37 56 19.     (N)    121 31 25.     (W)     SCALED    
 HS3874* NAVD 88     -         1.32   (+/-2cm)       4.3    (feet)  VERTCON   
 HS3874  ___________________________________________________________________
 HS3874  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HS3874  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3874
 HS3874.The horizontal coordinates were scaled from a topographic map and have
 HS3874.an estimated accuracy of +/- 6 seconds.
 HS3874
 HS3874.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3874.The vertical order pertains to the NGVD 29 superseded value.
 HS3874
 HS3874.The geoid height was determined by GEOID03.
 HS3874
 HS3874;                    North         East    Units  Estimated Accuracy
 HS3874;SPC CA 3     -   660,150.    1,910,030.      MT  (+/- 180 meters Scaled)
 HS3874
 HS3874                          SUPERSEDED SURVEY CONTROL
 HS3874
 HS3874  NGVD 29 (??/??/92)    0.627  (m)            2.06   (f) ADJ UNCH    1 2
 HS3874
 HS3874.Superseded values are not recommended for survey control.
 HS3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3874.See file dsdata.txt to determine how the superseded data were derived.
 HS3874
 HS3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH297000(NAD 83)
 HS3874_MARKER: DD = SURVEY DISK
 HS3874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3874_SP_SET: CONCRETE MANHOLE STRUCTURE
 HS3874_STAMPING: P 2428 54.83 H 2428 70.50 2.04
 HS3874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3874
 HS3874  HISTORY     - Date     Condition        Report By
 HS3874  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3874  HISTORY     - 1967     GOOD             NGS
 HS3874
 HS3874                          STATION DESCRIPTION
 HS3874
 HS3874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS3874'5.2 MI W FROM HOLT.
 HS3874'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS3874'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 5.1 MILES WEST ALONG
 HS3874'MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT, IN
 HS3874'THE TOP OF THE EAST END OF CONCRETE MANHOLE STRUCTURE 129 OF
 HS3874'THE CENTER PIPE LINE, AT THE NORTHWEST CORNER OF UPPER JONES
 HS3874'TRACT, 2.5 FEET EAST OF THE EAST WALL OF THE MANHOLE COVER, 2.5
 HS3874'FEET WEST OF THE EAST END OF THE STRUCTURE, AND ABOUT 15 FEET
 HS3874'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0391 ***********************************************************************
 DC0391  DESIGNATION -  540
 DC0391  PID         -  DC0391
 DC0391  STATE/COUNTY-  CA/SAN DIEGO
 DC0391  USGS QUAD   -  JAMUL MOUNTAINS (1994)
 DC0391
 DC0391                         *CURRENT SURVEY CONTROL
 DC0391  ___________________________________________________________________
 DC0391* NAD 83(1986)-  32 38 13.     (N)    116 53 01.     (W)     SCALED    
 DC0391* NAVD 88     -       165.267  (meters)     542.21   (feet)  ADJUSTED  
 DC0391  ___________________________________________________________________
 DC0391  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DC0391  DYNAMIC HT  -         165.076 (meters)     541.59  (feet)  COMP
 DC0391  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DC0391
 DC0391  VERT ORDER  -  FIRST     CLASS II
 DC0391
 DC0391.The horizontal coordinates were scaled from a topographic map and have
 DC0391.an estimated accuracy of +/- 6 seconds.
 DC0391
 DC0391.The orthometric height was determined by differential leveling
 DC0391.and adjusted in June 1991.
 DC0391
 DC0391.The geoid height was determined by GEOID03.
 DC0391
 DC0391.The dynamic height is computed by dividing the NAVD 88
 DC0391.geopotential number by the normal gravity value computed on the
 DC0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0391.degrees latitude (g = 980.6199 gals.).
 DC0391
 DC0391.The modeled gravity was interpolated from observed gravity values.
 DC0391
 DC0391;                    North         East    Units  Estimated Accuracy
 DC0391;SPC CA 6     -   552,340.    1,940,540.      MT  (+/- 180 meters Scaled)
 DC0391
 DC0391                          SUPERSEDED SURVEY CONTROL
 DC0391
 DC0391  NGVD 29 (??/??/??)  164.601  (m)          540.03   (f) ADJUSTED    1 2
 DC0391
 DC0391.Superseded values are not recommended for survey control.
 DC0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0391.See file dsdata.txt to determine how the superseded data were derived.
 DC0391
 DC0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS109110(NAD 83)
 DC0391_MARKER: DR = REFERENCE MARK DISK
 DC0391_SETTING: 66 = SET IN ROCK OUTCROP
 DC0391_SP_SET: ROCK OUTCROP
 DC0391_STAMPING: 540
 DC0391_MARK LOGO: USGS  
 DC0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0391+STABILITY: POSITION/ELEVATION WELL
 DC0391
 DC0391  HISTORY     - Date     Condition        Report By
 DC0391  HISTORY     - UNK      MONUMENTED       USGS
 DC0391  HISTORY     - 1955     GOOD             NGS
 DC0391  HISTORY     - 1969     GOOD             CA-073
 DC0391  HISTORY     - 1987     GOOD             NGS
 DC0391
 DC0391                          STATION DESCRIPTION
 DC0391
 DC0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0391'7.5 MI NE FROM LOWER OTAY FILTER PLANT.
 DC0391'3.3 MILES NORTH ALONG A PAVED ROAD FROM LOWER OTAY FILTER PLANT,
 DC0391'THENCE 4.2 MILES EAST ALONG TELEGRAPH CANYON ROAD, ABOUT 46
 DC0391'YARDS SOUTH OF AND ACROSS JAMUL CREEK FROM A CITY OF SAN DIEGO
 DC0391'GAGING STATION, AT THE CONCRETE ANCHOR FOR THE EAST END OF A
 DC0391'CABLE FOR A CABLE CAR ACROSS JAMUL CREEK, IN THE TOP OF A
 DC0391'MASSIVE OUTCROP, 62 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DC0391'AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 DC0391
 DC0391                          STATION RECOVERY (1969)
 DC0391
 DC0391'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1969
 DC0391'RECOVERED IN GOOD CONDITION.
 DC0391
 DC0391                          STATION RECOVERY (1987)
 DC0391
 DC0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0391'RECOVERED IN GOOD CONDITION.  EXCEPT THAT TELEGRAPH CANYON ROAD IS
 DC0391'NOW CALLED OTAY LAKES ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0698 ***********************************************************************
 DY0698  DESIGNATION -  540 C OF LB
 DY0698  PID         -  DY0698
 DY0698  STATE/COUNTY-  CA/LOS ANGELES
 DY0698  USGS QUAD   -  LONG BEACH (1981)
 DY0698
 DY0698                         *CURRENT SURVEY CONTROL
 DY0698  ___________________________________________________________________
 DY0698* NAD 83(1986)-  33 49 57.     (N)    118 10 18.     (W)     SCALED    
 DY0698* NAVD 88     -        25.06   (+/-2cm)      82.2    (feet)  VERTCON   
 DY0698  ___________________________________________________________________
 DY0698  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DY0698  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0698
 DY0698.The horizontal coordinates were scaled from a topographic map and have
 DY0698.an estimated accuracy of +/- 6 seconds.
 DY0698
 DY0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0698.The vertical order pertains to the NGVD 29 superseded value.
 DY0698
 DY0698.The geoid height was determined by GEOID03.
 DY0698
 DY0698;                    North         East    Units  Estimated Accuracy
 DY0698;SPC CA 5     -   536,900.    1,984,110.      MT  (+/- 180 meters Scaled)
 DY0698
 DY0698                          SUPERSEDED SURVEY CONTROL
 DY0698
 DY0698  NGVD 29 (??/??/92)   24.306  (m)           79.74   (f) ADJ UNCH    1 2
 DY0698
 DY0698.Superseded values are not recommended for survey control.
 DY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0698.See file dsdata.txt to determine how the superseded data were derived.
 DY0698
 DY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT915442(NAD 83)
 DY0698_MARKER: DD = SURVEY DISK
 DY0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0698+STABILITY: SURFACE MOTION
 DY0698
 DY0698  HISTORY     - Date     Condition        Report By
 DY0698  HISTORY     - UNK      MONUMENTED       CA1970
 DY0698  HISTORY     - 1946     GOOD             NGS
 DY0698  HISTORY     - 1961     GOOD             NGS
 DY0698
 DY0698                          STATION DESCRIPTION
 DY0698
 DY0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0698'AT LONG BEACH.
 DY0698'AT LONG BEACH, AT THE SOUTHEAST CORNER OF INTERSECTION OF WALNUT
 DY0698'AVENUE AND CARSON STREET, 2.4 FEET EAST OF CURB OF WALNUT
 DY0698'AVENUE, 26.3 FEET SOUTH OF CURB OF CARSON STREET, 0.7 FOOT LOWER
 DY0698'THAN THE TOP OF THE CURB, ACCESS TO WHICH IS HAD THROUGH A
 DY0698'6 INCH IRON PIPE WITH A CAST IRON COVER.  A BRASS BOLT, SET IN
 DY0698'THE TOP OF A CONCRETE POST.
 DY0698
 DY0698                          STATION RECOVERY (1961)
 DY0698
 DY0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3621 ***********************************************************************
 HS3621  DESIGNATION -  540 CAHD
 HS3621  PID         -  HS3621
 HS3621  STATE/COUNTY-  CA/CONTRA COSTA
 HS3621  USGS QUAD   -  ANTIOCH SOUTH (1980)
 HS3621
 HS3621                         *CURRENT SURVEY CONTROL
 HS3621  ___________________________________________________________________
 HS3621* NAD 83(1986)-  37 59 52.     (N)    121 47 04.     (W)     SCALED    
 HS3621* NAVD 88     -        17.78   (+/-2cm)      58.3    (feet)  VERTCON   
 HS3621  ___________________________________________________________________
 HS3621  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 HS3621  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3621
 HS3621.The horizontal coordinates were scaled from a topographic map and have
 HS3621.an estimated accuracy of +/- 6 seconds.
 HS3621
 HS3621.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3621.The vertical order pertains to the NGVD 29 superseded value.
 HS3621
 HS3621.The geoid height was determined by GEOID03.
 HS3621
 HS3621;                    North         East    Units  Estimated Accuracy
 HS3621;SPC CA 3     -   667,000.    1,887,190.      MT  (+/- 180 meters Scaled)
 HS3621
 HS3621                          SUPERSEDED SURVEY CONTROL
 HS3621
 HS3621  NGVD 29 (??/??/92)   17.042  (m)           55.91   (f) ADJ UNCH    1 2
 HS3621
 HS3621.Superseded values are not recommended for survey control.
 HS3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3621.See file dsdata.txt to determine how the superseded data were derived.
 HS3621
 HS3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH067062(NAD 83)
 HS3621_MARKER: DD = SURVEY DISK
 HS3621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3621_STAMPING: B M 540 CC 75 F
 HS3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3621+STABILITY: SURFACE MOTION
 HS3621
 HS3621  HISTORY     - Date     Condition        Report By
 HS3621  HISTORY     - UNK      MONUMENTED       CADH
 HS3621  HISTORY     - 1960     GOOD             NGS
 HS3621  HISTORY     - 1963     GOOD             NGS
 HS3621
 HS3621                          STATION DESCRIPTION
 HS3621
 HS3621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3621'1.1 MI E FROM ANTIOCH.
 HS3621'1.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS3621'CROSSING OF A STREET AT ANITOCH, 0.1 MILE EAST OF THE CROSSING
 HS3621'OF HILLCREST AVENUE, IN R2E T2N S20, 46.1 FEET SOUTH OF THE
 HS3621'SOUTH RAIL, 5 FEET SOUTH OF A TELEPHONE POLE, 1.3 FEET SOUTH OF
 HS3621'A WHITE STEEL POST, 1.0 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH
 HS3621'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HS3621'THE GROUND.
 HS3621
 HS3621                          STATION RECOVERY (1963)
 HS3621
 HS3621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0019 ***********************************************************************
 MW0019  DESIGNATION -  540+60 SPCO
 MW0019  PID         -  MW0019
 MW0019  STATE/COUNTY-  CA/MODOC
 MW0019  USGS QUAD   -  SURPRISE STATION (1993)
 MW0019
 MW0019                         *CURRENT SURVEY CONTROL
 MW0019  ___________________________________________________________________
 MW0019* NAD 83(1986)-  41 35 57.     (N)    120 25 26.     (W)     SCALED    
 MW0019* NAVD 88     -      1399.23   (+/-2cm)    4590.6    (feet)  VERTCON   
 MW0019  ___________________________________________________________________
 MW0019  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 MW0019  VERT ORDER  -  ? (See Below)
 MW0019
 MW0019.The horizontal coordinates were scaled from a topographic map and have
 MW0019.an estimated accuracy of +/- 6 seconds.
 MW0019
 MW0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 MW0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MW0019.The vertical order pertains to the NGVD 29 superseded value.
 MW0019
 MW0019.The geoid height was determined by GEOID03.
 MW0019
 MW0019;                    North         East    Units  Estimated Accuracy
 MW0019;SPC CA 1     -   752,780.    2,131,390.      MT  (+/- 180 meters Scaled)
 MW0019
 MW0019                          SUPERSEDED SURVEY CONTROL
 MW0019
 MW0019  NGVD 29 (??/??/??) 1398.124  (m)         4587.01   (f) ADJUSTED    ?  
 MW0019
 MW0019.Superseded values are not recommended for survey control.
 MW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0019.See file dsdata.txt to determine how the superseded data were derived.
 MW0019
 MW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM146084(NAD 83)
 MW0019_MARKER: S = SPIKE
 MW0019_SETTING: 0 = UNSPECIFIED SETTING
 MW0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0019
 MW0019  HISTORY     - Date     Condition        Report By
 MW0019  HISTORY     - UNK      MONUMENTED       SPRR
 MW0019  HISTORY     - 1935     GOOD             NGS
 MW0019
 MW0019                          STATION DESCRIPTION
 MW0019
 MW0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0019'10.8 MI N FROM ALTURAS.
 MW0019'10.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 MW0019'STATION AT ALTURAS, MODOC COUNTY, NEAR MILEAGE 468.8, AT STATION
 MW0019'540+60, 15 FEET WEST OF THE TRACK, AND IN A 24-INCH JUNIPER TREE.
 MW0019'A TRACK SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0687 ***********************************************************************
 KT0687  DESIGNATION -  5400.2 USGS
 KT0687  PID         -  KT0687
 KT0687  STATE/COUNTY-  CA/TEHAMA
 KT0687  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0687
 KT0687                         *CURRENT SURVEY CONTROL
 KT0687  ___________________________________________________________________
 KT0687* NAD 83(1986)-  39 51 00.     (N)    122 53 27.     (W)     SCALED    
 KT0687* NAVD 88     -      1647.89   (+/-2cm)    5406.5    (feet)  VERTCON   
 KT0687  ___________________________________________________________________
 KT0687  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 KT0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0687
 KT0687.The horizontal coordinates were scaled from a topographic map and have
 KT0687.an estimated accuracy of +/- 6 seconds.
 KT0687
 KT0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0687.The vertical order pertains to the NGVD 29 superseded value.
 KT0687
 KT0687.The geoid height was determined by GEOID03.
 KT0687
 KT0687;                    North         East    Units  Estimated Accuracy
 KT0687;SPC CA 1     -   557,760.    1,923,760.      MT  (+/- 180 meters Scaled)
 KT0687
 KT0687                          SUPERSEDED SURVEY CONTROL
 KT0687
 KT0687  NGVD 29 (??/??/92) 1646.853  (m)         5403.05   (f) ADJ UNCH    2 0
 KT0687
 KT0687.Superseded values are not recommended for survey control.
 KT0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0687.See file dsdata.txt to determine how the superseded data were derived.
 KT0687
 KT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK093111(NAD 83)
 KT0687_MARKER: N = NAIL
 KT0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0687_SP_SET: TREE
 KT0687_STAMPING: USGS BM
 KT0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0687
 KT0687  HISTORY     - Date     Condition        Report By
 KT0687  HISTORY     - UNK      MONUMENTED       USGS
 KT0687  HISTORY     - 1940     GOOD             NGS
 KT0687
 KT0687                          STATION DESCRIPTION
 KT0687
 KT0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0687'30.2 MI SW FROM PASKENTA.
 KT0687'LOCATED 30.15 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0687'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0687'THE MENDOCINO NATL. FOREST-- IN SMALL FLAT ON RIDGE ABOVE
 KT0687'LIGHTNING SPRING-- 30 FEET SOUTH OF THE CENTERLINE OF
 KT0687'ROAD-- COPPER NAIL AND WASHER SET IN BASE OF 50 IN PINE AND
 KT0687'PAINTED U.S.B.M. 5400.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0767 ***********************************************************************
 DY0767  DESIGNATION -  541
 DY0767  PID         -  DY0767
 DY0767  STATE/COUNTY-  CA/LOS ANGELES
 DY0767  USGS QUAD   -  LONG BEACH (1981)
 DY0767
 DY0767                         *CURRENT SURVEY CONTROL
 DY0767  ___________________________________________________________________
 DY0767* NAD 83(1986)-  33 48 42.     (N)    118 09 31.     (W)     SCALED    
 DY0767* NAVD 88     -        14.980  (meters)      49.15   (feet)  ADJUSTED  
 DY0767  ___________________________________________________________________
 DY0767  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0767  DYNAMIC HT  -          14.964 (meters)      49.09  (feet)  COMP
 DY0767  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DY0767
 DY0767  VERT ORDER  -  FIRST     CLASS I
 DY0767
 DY0767.The horizontal coordinates were scaled from a topographic map and have
 DY0767.an estimated accuracy of +/- 6 seconds.
 DY0767
 DY0767.The orthometric height was determined by differential leveling
 DY0767.and adjusted in June 1995.
 DY0767.WARNING-Repeat measurements at this control monument indicate possible
 DY0767.vertical movement.
 DY0767
 DY0767.The geoid height was determined by GEOID03.
 DY0767
 DY0767.The dynamic height is computed by dividing the NAVD 88
 DY0767.geopotential number by the normal gravity value computed on the
 DY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0767.degrees latitude (g = 980.6199 gals.).
 DY0767
 DY0767.The modeled gravity was interpolated from observed gravity values.
 DY0767
 DY0767;                    North         East    Units  Estimated Accuracy
 DY0767;SPC CA 5     -   534,580.    1,985,310.      MT  (+/- 180 meters Scaled)
 DY0767
 DY0767                          SUPERSEDED SURVEY CONTROL
 DY0767
 DY0767  NAVD 88 (06/15/91)   14.958  (m)           49.07   (f) UNKNOWN     1 1
 DY0767
 DY0767.Superseded values are not recommended for survey control.
 DY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0767.See file dsdata.txt to determine how the superseded data were derived.
 DY0767
 DY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT927418(NAD 83)
 DY0767_MARKER: DD = SURVEY DISK
 DY0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0767_SP_SET: CONCRETE POST
 DY0767_STAMPING: BM 541 RE 311 CLB 1963
 DY0767_MARK LOGO: CA1970
 DY0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0767+STABILITY: SURFACE MOTION
 DY0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0767+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0767
 DY0767  HISTORY     - Date     Condition        Report By
 DY0767  HISTORY     - 1963     MONUMENTED       CA1970
 DY0767  HISTORY     - 1968     GOOD             CA-037
 DY0767  HISTORY     - 1978     GOOD             NGS
 DY0767  HISTORY     - 19890331 GOOD             NGS
 DY0767  HISTORY     - 19940728 GOOD             NGS
 DY0767
 DY0767                          STATION DESCRIPTION
 DY0767
 DY0767'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0767'AT LONG BEACH.
 DY0767'AT LONG BEACH, SW OF THE MUNICIPAL AIRPORT, SPRING STREET AND
 DY0767'TEMPLE AVENUE, AT THE NE CORNER, IN THE DIVIDER ISLAND BETWEEN
 DY0767'SPRING STREET AND THE SERVICE ROAD TO THE NORTH, 3.0 FEET E
 DY0767'OF THE W END OF THE ISLAND.  SET ABOUT 12 INCHES BELOW THE
 DY0767'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED CITY
 DY0767'ENGR MON.
 DY0767
 DY0767                          STATION RECOVERY (1978)
 DY0767
 DY0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0767'RECOVERED IN GOOD CONDITION.
 DY0767
 DY0767                          STATION RECOVERY (1989)
 DY0767
 DY0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0767'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0767'BEACH, AT THE INTERSECTION OF SPRING STREET AND TEMPLE AVENUE, NEAR
 DY0767'THE WEST END OF AN ISLAND BETWEEN THE STREET AND A SERVICE ROAD, 12.5
 DY0767'M (41.0 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, 10.0 M (32.8
 DY0767'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 0.9
 DY0767'M (3.0 FT) EAST OF THE WEST END OF THE ISLAND, 0.6 M (2.0 FT) WEST OF
 DY0767'A UTILITY POLE, AND IN A CONCRETE MONUMENT THAT IS 0.3 M (1.0 FT)
 DY0767'BELOW THE STREET SURFACE.  NOTE--ACCESS TO THE DISK IS THROUGH A
 DY0767'4-INCH METAL COVER INSCRIBED CITY ENGR MON.
 DY0767
 DY0767                          STATION RECOVERY (1994)
 DY0767
 DY0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0767'IN LONG BEACH, AT THE INTERSECTION OF SPRING STREET AND TEMPLE AVENUE,
 DY0767'IN THE NORTH SIDEWALK OF THE STREET, 57.7 M (189.3 FT) WEST OF BENCH
 DY0767'MARK W 1329, 11.8 M (38.7 FT) EAST OF THE EXTENDED CENTER OF THE
 DY0767'AVENUE, 8.5 M (27.9 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 DY0767'THE STREET, 0.6 M (2.0 FT) WEST OF A SIGNAL LIGHT POLE, AND THE
 DY0767'MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL OF THE SIDEWALK.
 DY0767'NOTE--ACCESS TO THE MONUMENT IS THROUGH A 8-INCH METAL COVER CAST CITY
 DY0767'ENG MON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0212 ***********************************************************************
 FV0212  DESIGNATION -  541 B
 FV0212  PID         -  FV0212
 FV0212  STATE/COUNTY-  CA/MONTEREY
 FV0212  USGS QUAD   -  BRADLEY (1979)
 FV0212
 FV0212                         *CURRENT SURVEY CONTROL
 FV0212  ___________________________________________________________________
 FV0212* NAD 83(1986)-  35 51 52.     (N)    120 48 11.     (W)     SCALED    
 FV0212* NAVD 88     -       165.628  (meters)     543.40   (feet)  ADJUSTED  
 FV0212  ___________________________________________________________________
 FV0212  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 FV0212  DYNAMIC HT  -         165.476 (meters)     542.90  (feet)  COMP
 FV0212  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 FV0212
 FV0212  VERT ORDER  -  FIRST     CLASS I
 FV0212
 FV0212.The horizontal coordinates were scaled from a topographic map and have
 FV0212.an estimated accuracy of +/- 6 seconds.
 FV0212
 FV0212.The orthometric height was determined by differential leveling
 FV0212.and adjusted in June 1991.
 FV0212
 FV0212.The geoid height was determined by GEOID03.
 FV0212
 FV0212.The dynamic height is computed by dividing the NAVD 88
 FV0212.geopotential number by the normal gravity value computed on the
 FV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0212.degrees latitude (g = 980.6199 gals.).
 FV0212
 FV0212.The modeled gravity was interpolated from observed gravity values.
 FV0212
 FV0212;                    North         East    Units  Estimated Accuracy
 FV0212;SPC CA 4     -   560,460.    1,837,160.      MT  (+/- 180 meters Scaled)
 FV0212
 FV0212                          SUPERSEDED SURVEY CONTROL
 FV0212
 FV0212  NGVD 29 (??/??/??)  164.701  (m)          540.36   (f) ADJUSTED    1 1
 FV0212
 FV0212.Superseded values are not recommended for survey control.
 FV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0212.See file dsdata.txt to determine how the superseded data were derived.
 FV0212
 FV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE983711(NAD 83)
 FV0212_MARKER: P = PIPE CAP
 FV0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0212_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FV0212_STAMPING: 541 B CAL 1908
 FV0212_MARK LOGO: USGS  
 FV0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0212+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989
 FV0212
 FV0212  HISTORY     - Date     Condition        Report By
 FV0212  HISTORY     - 1908     MONUMENTED       USGS
 FV0212  HISTORY     - 1968     GOOD             NGS
 FV0212  HISTORY     - 19890111 GOOD             NGS
 FV0212
 FV0212                          STATION DESCRIPTION
 FV0212
 FV0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0212'0.2 MI NW FROM BRADLEY.
 FV0212'0.25 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0212'FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 5, ABOUT
 FV0212'1 1/2 POLES NORTH AND ACROSS THE TRACK FROM A SMALL METAL
 FV0212'BUILDING, 11 POLES NORTHWEST OF MILEPOLE 196, 46.0 FEET NORTHEAST
 FV0212'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 34 FEET SOUTHEAST
 FV0212'OF A TELEPHONE POLE, 44 FEET NORTHWEST OF A FENCE CORNER, 1.3
 FV0212'FEET SOUTHWEST OF A FENCE, 0.9 FOOT SOUTHEAST OF A WITNESS
 FV0212'POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND RIVETED ON THE TOP
 FV0212'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FV0212
 FV0212                          STATION RECOVERY (1989)
 FV0212
 FV0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0212'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 FV0212'DELETE--ABOUT 1 1/2 POLES NORTH AND ACROSS THE TRACK FROM A SMALL
 FV0212'METAL BUILDING, 11 POLES NORTHWEST OF MILEPOLE 196.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0242 ***********************************************************************
 KS0242  DESIGNATION -  5411.9
 KS0242  PID         -  KS0242
 KS0242  STATE/COUNTY-  CA/PLACER
 KS0242  USGS QUAD   -  ROYAL GORGE (1979)
 KS0242
 KS0242                         *CURRENT SURVEY CONTROL
 KS0242  ___________________________________________________________________
 KS0242* NAD 83(1986)-  39 09 24.     (N)    120 23 54.     (W)     SCALED    
 KS0242* NAVD 88     -      1650.70   (+/-2cm)    5415.7    (feet)  VERTCON   
 KS0242  ___________________________________________________________________
 KS0242  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KS0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0242
 KS0242.The horizontal coordinates were scaled from a topographic map and have
 KS0242.an estimated accuracy of +/- 6 seconds.
 KS0242
 KS0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0242.The vertical order pertains to the NGVD 29 superseded value.
 KS0242
 KS0242.The geoid height was determined by GEOID03.
 KS0242
 KS0242;                    North         East    Units  Estimated Accuracy
 KS0242;SPC CA 2     -   666,620.    2,138,420.      MT  (+/- 180 meters Scaled)
 KS0242
 KS0242                          SUPERSEDED SURVEY CONTROL
 KS0242
 KS0242  NGVD 29 (??/??/??) 1649.576  (m)         5411.98   (f) ADJUSTED    2 0
 KS0242
 KS0242.Superseded values are not recommended for survey control.
 KS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0242.See file dsdata.txt to determine how the superseded data were derived.
 KS0242
 KS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ248373(NAD 83)
 KS0242_MARKER: N = NAIL
 KS0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0242_SP_SET: TREE
 KS0242_MARK LOGO: USGS  
 KS0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0242
 KS0242  HISTORY     - Date     Condition        Report By
 KS0242  HISTORY     - UNK      MONUMENTED       USGS
 KS0242  HISTORY     - 1952     GOOD             CGS
 KS0242
 KS0242                          STATION DESCRIPTION
 KS0242
 KS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0242'26.8 MI SW FROM SODA SPRINGS.
 KS0242'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0242'SODA SPRINGS, THENCE 26.5 MILES SOUTHWEST ALONG THE SODA
 KS0242'SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF THE EAST
 KS0242'SIDE OF A FIR TREE, 12.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KS0242'ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED WITH THE
 KS0242'WHITE PAINTED NUMBERS 5411.9 ON A BOARD NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0904 ***********************************************************************
 HS0904  DESIGNATION -  542 80
 HS0904  PID         -  HS0904
 HS0904  STATE/COUNTY-  CA/TUOLUMNE
 HS0904  USGS QUAD   -  SONORA (1987)
 HS0904
 HS0904                         *CURRENT SURVEY CONTROL
 HS0904  ___________________________________________________________________
 HS0904* NAD 83(1986)-  37 58 08.     (N)    120 23 40.     (W)     SCALED    
 HS0904* NAVD 88     -       509.335  (meters)    1671.04   (feet)  ADJUSTED  
 HS0904  ___________________________________________________________________
 HS0904  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HS0904  DYNAMIC HT  -         508.932 (meters)    1669.72  (feet)  COMP
 HS0904  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 HS0904
 HS0904  VERT ORDER  -  FIRST     CLASS II
 HS0904
 HS0904.The horizontal coordinates were scaled from a topographic map and have
 HS0904.an estimated accuracy of +/- 6 seconds.
 HS0904
 HS0904.The orthometric height was determined by differential leveling
 HS0904.and adjusted in December 1997.
 HS0904
 HS0904.The geoid height was determined by GEOID03.
 HS0904
 HS0904.The dynamic height is computed by dividing the NAVD 88
 HS0904.geopotential number by the normal gravity value computed on the
 HS0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0904.degrees latitude (g = 980.6199 gals.).
 HS0904
 HS0904.The modeled gravity was interpolated from observed gravity values.
 HS0904
 HS0904;                    North         East    Units  Estimated Accuracy
 HS0904;SPC CA 3     -   663,030.    2,009,280.      MT  (+/- 180 meters Scaled)
 HS0904
 HS0904                          SUPERSEDED SURVEY CONTROL
 HS0904
 HS0904  NGVD 29 (??/??/92)  508.583  (m)         1668.58   (f) ADJ UNCH    1 2
 HS0904
 HS0904.Superseded values are not recommended for survey control.
 HS0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0904.See file dsdata.txt to determine how the superseded data were derived.
 HS0904
 HS0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH288055(NAD 83)
 HS0904_MARKER: DD = SURVEY DISK
 HS0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0904_SP_SET: STORM DRAIN BOX
 HS0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0904
 HS0904  HISTORY     - Date     Condition        Report By
 HS0904  HISTORY     - UNK      MONUMENTED       CADH
 HS0904  HISTORY     - 1957     GOOD             NGS
 HS0904  HISTORY     - 1979     GOOD             NGS
 HS0904  HISTORY     - 19980402 MARK NOT FOUND   NGS
 HS0904
 HS0904                          STATION DESCRIPTION
 HS0904
 HS0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS0904'1.4 MI SW FROM SONORA.
 HS0904'1.35 MILE SOUTHWEST ALONG STATE HIGHWAY 108 AND 49 FROM THE
 HS0904'SONORA INN AT SONORA, 1.9 MILES NORTHEAST OF JAMESTOWN, IN R 14 E,
 HS0904'T 1 N, IN THE SOUTHWEST QUARTER OF SECTION 1, AT A 3- BY 4-FOOT
 HS0904'CONCRETE STORM DRAIN BOX FOR 12-INCH CORRUGATED METAL PIPE CULVERT
 HS0904'B 542+80, IN THE TOP OF THE SOUTHEAST CORNER OF THE DRAIN, 17
 HS0904'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 HS0904'THE HIGHWAY.
 HS0904
 HS0904                          STATION RECOVERY (1979)
 HS0904
 HS0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HS0904'RECOVERED IN GOOD CONDITION.
 HS0904
 HS0904                          STATION RECOVERY (1998)
 HS0904
 HS0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 HS0904'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0409 ***********************************************************************
 LT0409  DESIGNATION -  5420.6 USGS
 LT0409  PID         -  LT0409
 LT0409  STATE/COUNTY-  CA/SHASTA
 LT0409  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0409
 LT0409                         *CURRENT SURVEY CONTROL
 LT0409  ___________________________________________________________________
 LT0409* NAD 83(1986)-  40 35 28.     (N)    121 32 20.     (W)     SCALED    
 LT0409* NAVD 88     -      1653.368  (meters)    5424.42   (feet)  ADJUSTED  
 LT0409  ___________________________________________________________________
 LT0409  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 LT0409  DYNAMIC HT  -        1652.017 (meters)    5419.99  (feet)  COMP
 LT0409  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 LT0409
 LT0409  VERT ORDER  -  SECOND    CLASS 0
 LT0409
 LT0409.The horizontal coordinates were scaled from a topographic map and have
 LT0409.an estimated accuracy of +/- 6 seconds.
 LT0409
 LT0409.The orthometric height was determined by differential leveling
 LT0409.and adjusted in June 1991.
 LT0409
 LT0409.The geoid height was determined by GEOID03.
 LT0409
 LT0409.The dynamic height is computed by dividing the NAVD 88
 LT0409.geopotential number by the normal gravity value computed on the
 LT0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0409.degrees latitude (g = 980.6199 gals.).
 LT0409
 LT0409.The modeled gravity was interpolated from observed gravity values.
 LT0409
 LT0409;                    North         East    Units  Estimated Accuracy
 LT0409;SPC CA 1     -   639,760.    2,039,030.      MT  (+/- 180 meters Scaled)
 LT0409
 LT0409                          SUPERSEDED SURVEY CONTROL
 LT0409
 LT0409  NGVD 29 (??/??/??) 1652.263  (m)         5420.80   (f) ADJUSTED    2 0
 LT0409
 LT0409.Superseded values are not recommended for survey control.
 LT0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0409.See file dsdata.txt to determine how the superseded data were derived.
 LT0409
 LT0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK236943(NAD 83)
 LT0409_MARKER: N = NAIL
 LT0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0409_SP_SET: TREE
 LT0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0409
 LT0409  HISTORY     - Date     Condition        Report By
 LT0409  HISTORY     - UNK      MONUMENTED       USGS
 LT0409  HISTORY     - 1935     GOOD             NGS
 LT0409
 LT0409                          STATION DESCRIPTION
 LT0409
 LT0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0409'8.7 MI SW FROM OLD STATION.
 LT0409'8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 LT0409'AT OLD STATION, SHASTA COUNTY, 41 FEET SOUTHEAST OF A 42-INCH
 LT0409'PINE TREE, AND ON THE NORTHWEST SIDE OF THE BASE OF A BLAZED
 LT0409'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 LT0409'WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1820 ***********************************************************************
 DX1820  DESIGNATION -  543 DPW
 DX1820  PID         -  DX1820
 DX1820  STATE/COUNTY-  CA/ORANGE
 DX1820  USGS QUAD   -  EL TORO (1982)
 DX1820
 DX1820                         *CURRENT SURVEY CONTROL
 DX1820  ___________________________________________________________________
 DX1820* NAD 83(1986)-  33 39 57.     (N)    117 44 40.     (W)     SCALED    
 DX1820* NAVD 88     -        75.09   (+/-2cm)     246.4    (feet)  VERTCON   
 DX1820  ___________________________________________________________________
 DX1820  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DX1820  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1820
 DX1820.The horizontal coordinates were scaled from a topographic map and have
 DX1820.an estimated accuracy of +/- 6 seconds.
 DX1820
 DX1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1820.The vertical order pertains to the NGVD 29 superseded value.
 DX1820
 DX1820.The geoid height was determined by GEOID03.
 DX1820
 DX1820;                    North         East    Units  Estimated Accuracy
 DX1820;SPC CA 6     -   667,260.    1,861,410.      MT  (+/- 180 meters Scaled)
 DX1820
 DX1820                          SUPERSEDED SURVEY CONTROL
 DX1820
 DX1820  NGVD 29 (??/??/92)   74.38   (m)          244.0    (f) COMPUTED    1 2
 DX1820
 DX1820.Superseded values are not recommended for survey control.
 DX1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1820.See file dsdata.txt to determine how the superseded data were derived.
 DX1820
 DX1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT309253(NAD 83)
 DX1820_MARKER: Z = SEE DESCRIPTION
 DX1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1820_STAMPING: 543
 DX1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1820+STABILITY: SURFACE MOTION
 DX1820
 DX1820  HISTORY     - Date     Condition        Report By
 DX1820  HISTORY     - UNK      MONUMENTED       CADPW
 DX1820  HISTORY     - 1955     GOOD             NGS
 DX1820
 DX1820                          STATION DESCRIPTION
 DX1820
 DX1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1820'AT EL TORO MCAS.
 DX1820'AT EL TORO MARINE CORPS AIR STATION, NEAR THE SOUTHWEST FENCE,
 DX1820'ABOUT 133 YARDS NORTHEAST OF AND ACROSS THE TRACK AND FENCE
 DX1820'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY MILE POLE 184,
 DX1820'130 FEET NORTH OF A STEEL GATE FOR A SPUR RAILROAD TRACK TO THE
 DX1820'AIR STATION, 2.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 DX1820'RUNWAY, 0.5 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DX1820'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3476 ***********************************************************************
 EV3476  DESIGNATION -  5431.83
 EV3476  PID         -  EV3476
 EV3476  STATE/COUNTY-  CA/LOS ANGELES
 EV3476  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV3476
 EV3476                         *CURRENT SURVEY CONTROL
 EV3476  ___________________________________________________________________
 EV3476* NAD 83(1986)-  34 18 37.     (N)    117 51 27.     (W)     SCALED    
 EV3476* NAVD 88     -      1657.023  (meters)    5436.42   (feet)  READJUSTED
 EV3476  ___________________________________________________________________
 EV3476  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EV3476  DYNAMIC HT  -        1654.840 (meters)    5429.25  (feet)  COMP
 EV3476  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 EV3476
 EV3476  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3476
 EV3476.The horizontal coordinates were scaled from a topographic map and have
 EV3476.an estimated accuracy of +/- 6 seconds.
 EV3476
 EV3476.The orthometric height was determined by differential leveling
 EV3476.and adjusted in February 1993.
 EV3476.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3476.distribution rate of 0.0 thru 1.0 mm/km.
 EV3476.The height was derived from older observations constrained to new
 EV3476.heights in a crustal motion area.  The height is approximate in
 EV3476.relation to other heights in its vicinity.
 EV3476
 EV3476.The geoid height was determined by GEOID03.
 EV3476
 EV3476.The dynamic height is computed by dividing the NAVD 88
 EV3476.geopotential number by the normal gravity value computed on the
 EV3476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3476.degrees latitude (g = 980.6199 gals.).
 EV3476
 EV3476.The modeled gravity was interpolated from observed gravity values.
 EV3476
 EV3476;                    North         East    Units  Estimated Accuracy
 EV3476;SPC CA 5     -   589,890.    2,013,120.      MT  (+/- 180 meters Scaled)
 EV3476
 EV3476                          SUPERSEDED SURVEY CONTROL
 EV3476
 EV3476  NGVD 29 (??/??/92) 1656.020  (m)         5433.13   (f) ADJ UNCH    1 1
 EV3476
 EV3476.Superseded values are not recommended for survey control.
 EV3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3476.See file dsdata.txt to determine how the superseded data were derived.
 EV3476
 EV3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT211968(NAD 83)
 EV3476_MARKER: DB = BENCH MARK DISK
 EV3476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV3476_SP_SET: HEADWALL
 EV3476_STAMPING: 5431.98
 EV3476_MARK LOGO: CADT  
 EV3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3476+STABILITY: SURFACE MOTION
 EV3476
 EV3476  HISTORY     - Date     Condition        Report By
 EV3476  HISTORY     - UNK      MONUMENTED       CADH
 EV3476  HISTORY     - 1977     GOOD             NGS
 EV3476  HISTORY     - 1977     GOOD             NGS
 EV3476  HISTORY     - 1977     GOOD             NGS
 EV3476  HISTORY     - 1983     GOOD             USGS
 EV3476  HISTORY     - 1984     GOOD             NGS
 EV3476  HISTORY     - 1985     GOOD             NGS
 EV3476  HISTORY     - 1986     GOOD             NGS
 EV3476
 EV3476                          STATION DESCRIPTION
 EV3476
 EV3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EV3476'39.2 KM (24.35 MI) NORT FROM AZUSA.
 EV3476'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.35 MILES
 EV3476'NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON-TOPEKA AND SANTA FE
 EV3476'STATION IN AZUSA, 1.35 MILES WEST OF TURNOFF TO CRYSTAL LAKE, AT E END
 EV3476'OF LARGE CLEARING NORTH OF ROAD, 169 FT NE OF CENTERLINE OF ROAD, 16
 EV3476'FT SE OF MILEPOST LA 39.50, 14.2 FT SE OF NW END OF MASONRY HEADWALL,
 EV3476'CEMENTED IN TOP OF HEADWALL, AND A CA DIV. OF HIGHWAYS BRASS DISK
 EV3476'STAMPED 5431.98.  NOTE--STAMPING AND NAME ARE NOT THE SAME.  CA DIV.
 EV3476'OF HWY, 5509.93, ACROSS ROAD FROM T 1167, ON ROCK GUARDRAIL.
 EV3476
 EV3476                          STATION RECOVERY (1977)
 EV3476
 EV3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV3476'NO DESCRIPTION RECEIVED   ABOUT 200 FEET SOUTHEAST OF 5447.22 CADT
 EV3476
 EV3476                          STATION RECOVERY (1977)
 EV3476
 EV3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV3476'NO DESCRIPTION RECEIVED   ABOUT 200 FEET SOUTHEAST OF 5447.22 CADT
 EV3476
 EV3476                          STATION RECOVERY (1983)
 EV3476
 EV3476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3476'RECOVERED IN GOOD CONDITION.
 EV3476
 EV3476                          STATION RECOVERY (1984)
 EV3476
 EV3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3476'RECOVERED IN GOOD CONDITION.
 EV3476
 EV3476                          STATION RECOVERY (1985)
 EV3476
 EV3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3476'RECOVERED IN GOOD CONDITION.
 EV3476
 EV3476                          STATION RECOVERY (1986)
 EV3476
 EV3476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV3476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0467 ***********************************************************************
 DX0467  DESIGNATION -  544.3
 DX0467  PID         -  DX0467
 DX0467  STATE/COUNTY-  CA/SAN DIEGO
 DX0467  USGS QUAD   -  CLARK LAKE (1974)
 DX0467
 DX0467                         *CURRENT SURVEY CONTROL
 DX0467  ___________________________________________________________________
 DX0467* NAD 83(1986)-  33 15 24.     (N)    116 17 46.     (W)     SCALED    
 DX0467* NAVD 88     -       166.59   (+/-2cm)     546.6    (feet)  VERTCON   
 DX0467  ___________________________________________________________________
 DX0467  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DX0467  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0467
 DX0467.The horizontal coordinates were scaled from a topographic map and have
 DX0467.an estimated accuracy of +/- 6 seconds.
 DX0467
 DX0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0467.The vertical order pertains to the NGVD 29 superseded value.
 DX0467
 DX0467.The geoid height was determined by GEOID03.
 DX0467
 DX0467;                    North         East    Units  Estimated Accuracy
 DX0467;SPC CA 6     -   620,890.    1,995,700.      MT  (+/- 180 meters Scaled)
 DX0467
 DX0467                          SUPERSEDED SURVEY CONTROL
 DX0467
 DX0467  NGVD 29 (??/??/??)  165.909  (m)          544.32   (f) ADJUSTED    1 2
 DX0467
 DX0467.Superseded values are not recommended for survey control.
 DX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0467.See file dsdata.txt to determine how the superseded data were derived.
 DX0467
 DX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS655799(NAD 83)
 DX0467_MARKER: DD = SURVEY DISK
 DX0467_SETTING: 0 = UNSPECIFIED SETTING
 DX0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0467
 DX0467  HISTORY     - Date     Condition        Report By
 DX0467  HISTORY     - UNK      MONUMENTED       USGS
 DX0467  HISTORY     - 1968     GOOD             CA-073
 DX0467  HISTORY     - 1970     GOOD             CA-073
 DX0467  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0467
 DX0467                          STATION DESCRIPTION
 DX0467
 DX0467'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0467'2.9 MI E FROM BORREGO SPRINGS.
 DX0467'BM AND PROP COR, BORREGO SCHOOL, 2.9 MI. E OF, 1.9 MI. E OF CO
 DX0467'AIRPORT, ON OUTSIDE OF AND 11 OF E OF W END OF 90 DEG. CURVE.
 DX0467'CAP STAMPED SEC 36 SEC 31, T.105.R.6ER.7ER.6ER.7ET.11S.SEC. 1
 DX0467'SBM SEC. 6-REF-MARK, 121 FEET SW OF PROP COR, ACROSS ROAD, FROM
 DX0467'23 FT NW OF CENTER LINE OF ROAD, 10 FEET BEYOND SW END OF 90 DEG
 DX0467'CURVE, 3/4 INCH METAL PIPE.  T10S R7E 31.
 DX0467
 DX0467                          STATION RECOVERY (1970)
 DX0467
 DX0467'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0467'RECOVERED IN GOOD CONDITION.
 DX0467
 DX0467                          STATION RECOVERY (1978)
 DX0467
 DX0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2630 ***********************************************************************
 EV2630  DESIGNATION -  5447.22
 EV2630  PID         -  EV2630
 EV2630  STATE/COUNTY-  CA/LOS ANGELES
 EV2630  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2630
 EV2630                         *CURRENT SURVEY CONTROL
 EV2630  ___________________________________________________________________
 EV2630* NAD 83(1986)-  34 18 35.     (N)    117 51 19.     (W)     SCALED    
 EV2630* NAVD 88     -      1661.86   (+/-2cm)    5452.3    (feet)  VERTCON   
 EV2630  ___________________________________________________________________
 EV2630  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EV2630  VERT ORDER  -  THIRD (See Below)
 EV2630
 EV2630.The horizontal coordinates were scaled from a topographic map and have
 EV2630.an estimated accuracy of +/- 6 seconds.
 EV2630
 EV2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2630.The vertical order pertains to the NGVD 29 superseded value.
 EV2630
 EV2630.The geoid height was determined by GEOID03.
 EV2630
 EV2630;                    North         East    Units  Estimated Accuracy
 EV2630;SPC CA 5     -   589,830.    2,013,320.      MT  (+/- 180 meters Scaled)
 EV2630
 EV2630                          SUPERSEDED SURVEY CONTROL
 EV2630
 EV2630  NGVD 29 (??/??/??) 1660.90   (m)         5449.1    (f) RESET       3  
 EV2630
 EV2630.Superseded values are not recommended for survey control.
 EV2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2630.See file dsdata.txt to determine how the superseded data were derived.
 EV2630
 EV2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT213968(NAD 83)
 EV2630_MARKER: DD = SURVEY DISK
 EV2630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2630_SP_SET: CULVERT
 EV2630_STAMPING: 5447.22
 EV2630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2630
 EV2630  HISTORY     - Date     Condition        Report By
 EV2630  HISTORY     - UNK      MONUMENTED       CADH
 EV2630  HISTORY     - 1971     GOOD             NGS
 EV2630
 EV2630                          STATION DESCRIPTION
 EV2630
 EV2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2630'24.4 MI N FROM AZUSA.
 EV2630'24.4 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON, TOPEKA
 EV2630'AND SANTA FE RAILWAY STATION AT AZUSA, AT A LARGE TURNOUT AND A
 EV2630'SMALL RAVINE, IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF
 EV2630'36-INCH PIPE CULVERT B-260+40, 120 FEET NORTH OF THE CENTER
 EV2630'LINE OF THE HIGHWAY, 12.5 FEET EAST OF THE WEST END OF THE HEAD
 EV2630'WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0695 ***********************************************************************
 KT0695  DESIGNATION -  5456.4 USGS
 KT0695  PID         -  KT0695
 KT0695  STATE/COUNTY-  CA/TEHAMA
 KT0695  USGS QUAD   -  LOG SPRING (1967)
 KT0695
 KT0695                         *CURRENT SURVEY CONTROL
 KT0695  ___________________________________________________________________
 KT0695* NAD 83(1986)-  39 50 28.     (N)    122 49 58.     (W)     SCALED    
 KT0695* NAVD 88     -      1664.97   (+/-2cm)    5462.5    (feet)  VERTCON   
 KT0695  ___________________________________________________________________
 KT0695  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 KT0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0695
 KT0695.The horizontal coordinates were scaled from a topographic map and have
 KT0695.an estimated accuracy of +/- 6 seconds.
 KT0695
 KT0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0695.The vertical order pertains to the NGVD 29 superseded value.
 KT0695
 KT0695.The geoid height was determined by GEOID03.
 KT0695
 KT0695;                    North         East    Units  Estimated Accuracy
 KT0695;SPC CA 1     -   556,720.    1,928,720.      MT  (+/- 180 meters Scaled)
 KT0695
 KT0695                          SUPERSEDED SURVEY CONTROL
 KT0695
 KT0695  NGVD 29 (??/??/92) 1663.965  (m)         5459.19   (f) ADJ UNCH    2 0
 KT0695
 KT0695.Superseded values are not recommended for survey control.
 KT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0695.See file dsdata.txt to determine how the superseded data were derived.
 KT0695
 KT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK143101(NAD 83)
 KT0695_MARKER: N = NAIL
 KT0695_SETTING: 66 = SET IN ROCK OUTCROP
 KT0695_SP_SET: ROCK OUTCROP
 KT0695_STAMPING: USGS-BM
 KT0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0695+STABILITY: POSITION/ELEVATION WELL
 KT0695
 KT0695  HISTORY     - Date     Condition        Report By
 KT0695  HISTORY     - UNK      MONUMENTED       USGS
 KT0695  HISTORY     - 1940     GOOD             NGS
 KT0695
 KT0695                          STATION DESCRIPTION
 KT0695
 KT0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0695'26 MI SW FROM PASKENTA.
 KT0695'LOCATED 26.0 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0695'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0695'THE MENDOCINO NATL. FOREST-- ABOUT 20 FEET EAST OF U.S.G.S. B-5
 KT0695'1932 AND ABOUT 4 FEET HIGHER-- COPPER NAIL AND WASHER SET IN THE
 KT0695'TOP OF ROCK OUT-CROP-- ROCK IS PAINTED R.P.  THIS IS A R.P.
 KT0695'POINT TO B-5 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0683 ***********************************************************************
 KT0683  DESIGNATION -  5457.9 USGS
 KT0683  PID         -  KT0683
 KT0683  STATE/COUNTY-  CA/TEHAMA
 KT0683  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0683
 KT0683                         *CURRENT SURVEY CONTROL
 KT0683  ___________________________________________________________________
 KT0683* NAD 83(1986)-  39 51 35.     (N)    122 55 28.     (W)     SCALED    
 KT0683* NAVD 88     -      1665.54   (+/-2cm)    5464.4    (feet)  VERTCON   
 KT0683  ___________________________________________________________________
 KT0683  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 KT0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0683
 KT0683.The horizontal coordinates were scaled from a topographic map and have
 KT0683.an estimated accuracy of +/- 6 seconds.
 KT0683
 KT0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0683.The vertical order pertains to the NGVD 29 superseded value.
 KT0683
 KT0683.The geoid height was determined by GEOID03.
 KT0683
 KT0683;                    North         East    Units  Estimated Accuracy
 KT0683;SPC CA 1     -   558,870.    1,920,900.      MT  (+/- 180 meters Scaled)
 KT0683
 KT0683                          SUPERSEDED SURVEY CONTROL
 KT0683
 KT0683  NGVD 29 (??/??/92) 1664.461  (m)         5460.82   (f) ADJ UNCH    2 0
 KT0683
 KT0683.Superseded values are not recommended for survey control.
 KT0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0683.See file dsdata.txt to determine how the superseded data were derived.
 KT0683
 KT0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK064121(NAD 83)
 KT0683_MARKER: N = NAIL
 KT0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0683_SP_SET: TREE
 KT0683_STAMPING: USGS BM
 KT0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0683
 KT0683  HISTORY     - Date     Condition        Report By
 KT0683  HISTORY     - UNK      MONUMENTED       USGS
 KT0683  HISTORY     - 1940     GOOD             NGS
 KT0683
 KT0683                          STATION DESCRIPTION
 KT0683
 KT0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0683'32.3 MI SW FROM PASKENTA.
 KT0683'LOCATED 32.3 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0683'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0683'THE MENDOCINO NATL. FOREST-- 130 FEET NORTH WEST OF U.S.G.S. B-3
 KT0683'1932, AND ON THE WEST EDGE OF SADDLE, 20 FEET NORTH OF THE
 KT0683'CENTERLINE OF ROAD-- COPPER NAIL AND WASHER SET IN THE BASE OF
 KT0683'46 IN PINE AND PAINTED USBM 5457.9.  THIS IS R.P. TO U.S.G.S.
 KT0683'B-3 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1563 ***********************************************************************
 EW1563  DESIGNATION -  546.186 C OF LA
 EW1563  PID         -  EW1563
 EW1563  STATE/COUNTY-  CA/LOS ANGELES
 EW1563  USGS QUAD   -  HOLLYWOOD (1994)
 EW1563
 EW1563                         *CURRENT SURVEY CONTROL
 EW1563  ___________________________________________________________________
 EW1563* NAD 83(1986)-  34 06 43.     (N)    118 17 13.     (W)     SCALED    
 EW1563* NAVD 88     -       167.28   (+/-2cm)     548.8    (feet)  VERTCON   
 EW1563  ___________________________________________________________________
 EW1563  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW1563  VERT ORDER  -  THIRD (See Below)
 EW1563
 EW1563.The horizontal coordinates were scaled from a topographic map and have
 EW1563.an estimated accuracy of +/- 6 seconds.
 EW1563
 EW1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1563.The vertical order pertains to the NGVD 29 superseded value.
 EW1563
 EW1563.The geoid height was determined by GEOID03.
 EW1563
 EW1563;                    North         East    Units  Estimated Accuracy
 EW1563;SPC CA 5     -   567,920.    1,973,530.      MT  (+/- 180 meters Scaled)
 EW1563
 EW1563                          SUPERSEDED SURVEY CONTROL
 EW1563
 EW1563  NGVD 29 (??/??/??)  166.49   (m)          546.2    (f) RESET       3  
 EW1563
 EW1563.Superseded values are not recommended for survey control.
 EW1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1563.See file dsdata.txt to determine how the superseded data were derived.
 EW1563
 EW1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813753(NAD 83)
 EW1563_MARKER: S = SPIKE
 EW1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1563_SP_SET: CATCH BASIN
 EW1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1563
 EW1563  HISTORY     - Date     Condition        Report By
 EW1563  HISTORY     - UNK      MONUMENTED       CA1980
 EW1563  HISTORY     - 1966     GOOD             NGS
 EW1563
 EW1563                          STATION DESCRIPTION
 EW1563
 EW1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW1563'AT LOS ANGELES.
 EW1563'AT LOS ANGELES LOCATED AT THE INTERSECTION OF LOS FELIZ BLVD.
 EW1563'AND HILLHURST AVENUE, 60 FEET WEST OF THE CENTERLINE OF HILLHURST
 EW1563'AVENUE, 19 FEET SOUTH OF THE STEPS OF 4505 LOS FELIZ BLVD., 6
 EW1563'FEET WEST OF A CONCRETE STREET LIGHT POLE, 4 FEET NORTH OF THE
 EW1563'NORTH CURB OF LOS FELIZ BLVD. AND THE SPIKE IS SET IN THE
 EW1563'NORTHEAST CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0291 ***********************************************************************
 LU0291  DESIGNATION -  546.9 USGS
 LU0291  PID         -  LU0291
 LU0291  STATE/COUNTY-  CA/SHASTA
 LU0291  USGS QUAD   -  OLINDA (1976)
 LU0291
 LU0291                         *CURRENT SURVEY CONTROL
 LU0291  ___________________________________________________________________
 LU0291* NAD 83(1986)-  40 23 17.     (N)    122 28 34.     (W)     SCALED    
 LU0291* NAVD 88     -       167.41   (+/-2cm)     549.2    (feet)  VERTCON   
 LU0291  ___________________________________________________________________
 LU0291  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 LU0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0291
 LU0291.The horizontal coordinates were scaled from a topographic map and have
 LU0291.an estimated accuracy of +/- 6 seconds.
 LU0291
 LU0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0291.The vertical order pertains to the NGVD 29 superseded value.
 LU0291
 LU0291.The geoid height was determined by GEOID03.
 LU0291
 LU0291;                    North         East    Units  Estimated Accuracy
 LU0291;SPC CA 1     -   617,220.    1,959,580.      MT  (+/- 180 meters Scaled)
 LU0291
 LU0291                          SUPERSEDED SURVEY CONTROL
 LU0291
 LU0291  NGVD 29 (??/??/92)  166.624  (m)          546.67   (f) ADJ UNCH    2 0
 LU0291
 LU0291.Superseded values are not recommended for survey control.
 LU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0291.See file dsdata.txt to determine how the superseded data were derived.
 LU0291
 LU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK444709(NAD 83)
 LU0291_MARKER: Q = CHISELED SQUARE
 LU0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0291_SP_SET: BRIDGE
 LU0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0291
 LU0291  HISTORY     - Date     Condition        Report By
 LU0291  HISTORY     - UNK      MONUMENTED       USGS
 LU0291  HISTORY     - 1949     GOOD             NGS
 LU0291
 LU0291                          STATION DESCRIPTION
 LU0291
 LU0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0291'10.7 MI W FROM COTTONWOOD.
 LU0291'10.7 MILES WEST ALONG THE IGO ROAD FROM THE COTTONWOOD UNION
 LU0291'SCHOOL AT COTTONWOOD, AT A BRIDGE OVER EURA GULCH, IN THE TOP OF
 LU0291'THE NORTH END OF THE WEST CONCRETE ABUTMENT, 11 FEET NORTH OF THE
 LU0291'CENTER LINE OF THE ROAD, AND ABOUT 0.5 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0909 ***********************************************************************
 FV0909  DESIGNATION -  547.1 USGS
 FV0909  PID         -  FV0909
 FV0909  STATE/COUNTY-  CA/KINGS
 FV0909  USGS QUAD   -  KETTLEMAN PLAIN (1994)
 FV0909
 FV0909                         *CURRENT SURVEY CONTROL
 FV0909  ___________________________________________________________________
 FV0909* NAD 83(1986)-  35 53 12.     (N)    120 02 42.     (W)     SCALED    
 FV0909* NAVD 88     -       167.59   (+/-2cm)     549.8    (feet)  VERTCON   
 FV0909  ___________________________________________________________________
 FV0909  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 FV0909  VERT ORDER  -  THIRD (See Below)
 FV0909
 FV0909.The horizontal coordinates were scaled from a topographic map and have
 FV0909.an estimated accuracy of +/- 6 seconds.
 FV0909
 FV0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0909.The vertical order pertains to the NGVD 29 superseded value.
 FV0909
 FV0909.The geoid height was determined by GEOID03.
 FV0909
 FV0909;                    North         East    Units  Estimated Accuracy
 FV0909;SPC CA 4     -   561,910.    1,905,640.      MT  (+/- 180 meters Scaled)
 FV0909
 FV0909                          SUPERSEDED SURVEY CONTROL
 FV0909
 FV0909  NGVD 29 (??/??/??)  166.66   (m)          546.8    (f) RESET       3  
 FV0909
 FV0909.Superseded values are not recommended for survey control.
 FV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0909.See file dsdata.txt to determine how the superseded data were derived.
 FV0909
 FV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE667754(NAD 83)
 FV0909_MARKER: Z = SEE DESCRIPTION
 FV0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0909+STABILITY: SURFACE MOTION
 FV0909
 FV0909  HISTORY     - Date     Condition        Report By
 FV0909  HISTORY     - UNK      MONUMENTED       USGS
 FV0909  HISTORY     - 1935     GOOD             NGS
 FV0909  HISTORY     - 1957     MARK NOT FOUND   NGS
 FV0909
 FV0909                          STATION DESCRIPTION
 FV0909
 FV0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0909'9.4 MI S FROM AVENAL.
 FV0909'9.4 MI. S. ALONG COALINGA-MC. KITTRICK ROAD FROM POST OFFICE.
 FV0909'ALONG THE RIGHT OF WAY OF STATE HIGHWAY NO. 138, 1.2 MILES
 FV0909'SOUTH OF ASSOCIATED PIPE LINE CO. REEFES STATION, 0.25 MILE
 FV0909'SOUTH OF CROSSROAD TO KETTLEMAN CITY, AT A POINT WHERE STANDARD
 FV0909'OIL CO. TELEPHONE LINE CROSSES HIGHWAY, 8 FEET NORTH OF TELEPHONE
 FV0909'POLE NO. 91, 29 FEET EAST OF CENTER LINE OF HIGHWAY.
 FV0909
 FV0909                          STATION RECOVERY (1957)
 FV0909
 FV0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FV0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7976 ***********************************************************************
 DJ7976  DESIGNATION -  548
 DJ7976  PID         -  DJ7976
 DJ7976  STATE/COUNTY-  CA/LOS ANGELES
 DJ7976  USGS QUAD   -  PASADENA (1994)
 DJ7976
 DJ7976                         *CURRENT SURVEY CONTROL
 DJ7976  ___________________________________________________________________
 DJ7976* NAD 83(1986)-  34 09 56.     (N)    118 13 59.     (W)     SCALED    
 DJ7976* NAVD 88     -       224.151  (meters)     735.40   (feet)  ADJUSTED  
 DJ7976  ___________________________________________________________________
 DJ7976  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DJ7976  DYNAMIC HT  -         223.915 (meters)     734.63  (feet)  COMP
 DJ7976  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DJ7976
 DJ7976  VERT ORDER  -  SECOND    CLASS II
 DJ7976
 DJ7976.The horizontal coordinates were scaled from a topographic map and have
 DJ7976.an estimated accuracy of +/- 6 seconds.
 DJ7976
 DJ7976.The orthometric height was determined by differential leveling
 DJ7976.and adjusted in February 2008.
 DJ7976.No vertical observational check was made to the station.
 DJ7976
 DJ7976.The geoid height was determined by GEOID03.
 DJ7976
 DJ7976.The dynamic height is computed by dividing the NAVD 88
 DJ7976.geopotential number by the normal gravity value computed on the
 DJ7976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7976.degrees latitude (g = 980.6199 gals.).
 DJ7976
 DJ7976.The modeled gravity was interpolated from observed gravity values.
 DJ7976
 DJ7976;                    North         East    Units  Estimated Accuracy
 DJ7976;SPC CA 5     -   573,850.    1,978,510.      MT  (+/- 180 meters Scaled)
 DJ7976
 DJ7976                          SUPERSEDED SURVEY CONTROL
 DJ7976
 DJ7976.No superseded survey control is available for this station.
 DJ7976
 DJ7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT863812(NAD 83)
 DJ7976_MARKER: DD = SURVEY DISK
 DJ7976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ7976_SP_SET: FLOOD CHANNEL ABUTMENT
 DJ7976_STAMPING: CFCD 548 1933
 DJ7976_MARK LOGO: NONE  
 DJ7976_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ7976
 DJ7976  HISTORY     - Date     Condition        Report By
 DJ7976  HISTORY     - UNK      MONUMENTED       CADF
 DJ7976  HISTORY     - 20050815 GOOD             CA1980
 DJ7976
 DJ7976                          STATION DESCRIPTION
 DJ7976
 DJ7976'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2005 (RH)
 DJ7976'THE MARK IS LOCATED IN THE CITY OF GLENDALE, CALIFORNIA.
 DJ7976' 
 DJ7976'THE MARK IS WEST OF VERDUGO ROAD,
 DJ7976' 
 DJ7976'2.2 M (7.2 FT) SOUTH OF MOUNTAIN STREET SOUTH CURB AT END OF A BRIDGE
 DJ7976'ABUTMENT AND THE VERDUGO WASH FLOOD CONTROL CHANNEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1218 ***********************************************************************
 HR1218  DESIGNATION -  5489
 HR1218  PID         -  HR1218
 HR1218  STATE/COUNTY-  CA/MONO
 HR1218  USGS QUAD   -  CHALFANT VALLEY (1994)
 HR1218
 HR1218                         *CURRENT SURVEY CONTROL
 HR1218  ___________________________________________________________________
 HR1218* NAD 83(1986)-  37 32 08.     (N)    118 22 03.     (W)     SCALED    
 HR1218* NAVD 88     -      1300.612  (meters)    4267.09   (feet)  ADJUSTED  
 HR1218  ___________________________________________________________________
 HR1218  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 HR1218  DYNAMIC HT  -        1299.140 (meters)    4262.26  (feet)  COMP
 HR1218  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 HR1218
 HR1218  VERT ORDER  -  FIRST     CLASS II
 HR1218
 HR1218.The horizontal coordinates were scaled from a topographic map and have
 HR1218.an estimated accuracy of +/- 6 seconds.
 HR1218
 HR1218.The orthometric height was determined by differential leveling
 HR1218.and adjusted in June 1991.
 HR1218
 HR1218.The geoid height was determined by GEOID03.
 HR1218
 HR1218.The dynamic height is computed by dividing the NAVD 88
 HR1218.geopotential number by the normal gravity value computed on the
 HR1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1218.degrees latitude (g = 980.6199 gals.).
 HR1218
 HR1218.The modeled gravity was interpolated from observed gravity values.
 HR1218
 HR1218;                    North         East    Units  Estimated Accuracy
 HR1218;SPC CA 3     -   617,070.    2,188,450.      MT  (+/- 180 meters Scaled)
 HR1218
 HR1218                          SUPERSEDED SURVEY CONTROL
 HR1218
 HR1218.No superseded survey control is available for this station.
 HR1218
 HR1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB791551(NAD 83)
 HR1218_MARKER: P = PIPE CAP
 HR1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR1218_SP_SET: SHALLOW-SET PIPE
 HR1218_MARK LOGO: NONE  
 HR1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR1218
 HR1218  HISTORY     - Date     Condition        Report By
 HR1218  HISTORY     - 1929     MONUMENTED       LAWPC
 HR1218  HISTORY     - 1986     GOOD             NGS
 HR1218
 HR1218                          STATION DESCRIPTION
 HR1218
 HR1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HR1218'21.7 KM (13.5 MI) NORTH FROM BISHOP.
 HR1218'21.0 KM (13.1 MI) NORTH ALONG US HIGHWAY 6 FROM THE JUNCTION OF US
 HR1218'HIGHWAY 395 IN BISHOP, THENCE 0.16 KM (0.10 MI) EAST ALONG BROWN
 HR1218'SUBDIVISION ROAD, THENCE 0.58 KM (0.36 MI) NORTH ALONG VALLEY ROAD,
 HR1218'IN THE NORTHWEST CORNER OF THE YARD OF A TRAILER HOUSE, IN LINE WITH
 HR1218'THE EXTENDED CENTERLINE OF VALLEY ROAD, 52.7 METERS (173 FT) NORTH OF
 HR1218'THE EXTENDED CENTERLINE OF SACRAMENTO STREET, 0.15 METER (0.5 FT)
 HR1218'NORTHWEST OF THE NORTHWEST FENCE CORNER.  A CAP WITH NO STAMPING ON A
 HR1218'1-INCH IRON PIPE OF UNKNOWN DEPTH AND PROJECTING 12 CM.
 HR1218'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0673 ***********************************************************************
 KT0673  DESIGNATION -  5496.6 USGS
 KT0673  PID         -  KT0673
 KT0673  STATE/COUNTY-  CA/TEHAMA
 KT0673  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0673
 KT0673                         *CURRENT SURVEY CONTROL
 KT0673  ___________________________________________________________________
 KT0673* NAD 83(1986)-  39 49 02.     (N)    122 56 48.     (W)     SCALED    
 KT0673* NAVD 88     -      1677.27   (+/-2cm)    5502.8    (feet)  VERTCON   
 KT0673  ___________________________________________________________________
 KT0673  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 KT0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0673
 KT0673.The horizontal coordinates were scaled from a topographic map and have
 KT0673.an estimated accuracy of +/- 6 seconds.
 KT0673
 KT0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0673.The vertical order pertains to the NGVD 29 superseded value.
 KT0673
 KT0673.The geoid height was determined by GEOID03.
 KT0673
 KT0673;                    North         East    Units  Estimated Accuracy
 KT0673;SPC CA 1     -   554,170.    1,918,940.      MT  (+/- 180 meters Scaled)
 KT0673
 KT0673                          SUPERSEDED SURVEY CONTROL
 KT0673
 KT0673  NGVD 29 (??/??/92) 1676.218  (m)         5499.39   (f) ADJ UNCH    2 0
 KT0673
 KT0673.Superseded values are not recommended for survey control.
 KT0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0673.See file dsdata.txt to determine how the superseded data were derived.
 KT0673
 KT0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK045074(NAD 83)
 KT0673_MARKER: N = NAIL
 KT0673_SETTING: 80 = SET IN A BOULDER
 KT0673_STAMPING: USGS BM
 KT0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0673+STABILITY: SURFACE MOTION
 KT0673
 KT0673  HISTORY     - Date     Condition        Report By
 KT0673  HISTORY     - UNK      MONUMENTED       USGS
 KT0673  HISTORY     - 1940     GOOD             NGS
 KT0673
 KT0673                          STATION DESCRIPTION
 KT0673
 KT0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0673'27.6 MI NE FROM COVELO.
 KT0673'LOCATED 27.6 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0673'MENDOCINO COUNTY, CALIF., ALONG THE DOS RIOS-PASKENTA ROAD, AND
 KT0673'IN THE MENDOCINO NATL. FOREST, ON THE CENTER OF RIDGE AT THE
 KT0673'TEHAMA-MENDOCINO COUNTY LINE-- 47 FEET EAST OF THE CENTERLINE
 KT0673'OF ROAD-- 32 FEET SOUTH-EAST OF A BLAZED 6 IN OAK TREE-- ABOUT
 KT0673'4 FEET ABOVE THE ROAD LEVEL-- A BRONZE USGS WASHER SET IN THE
 KT0673'TOP OF A BOULDER, AND PAINTED IN WHITE LETTERS ON BOULDER (U.S.
 KT0673'5496.6 B.M.) (U.S.B.M. WITNESS POST IS SET BY BENCH MARK).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0714 ***********************************************************************
 HT0714  DESIGNATION -  55
 HT0714  PID         -  HT0714
 HT0714  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0714  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0714
 HT0714                         *CURRENT SURVEY CONTROL
 HT0714  ___________________________________________________________________
 HT0714* NAD 83(1986)-  37 48 19.     (N)    122 25 56.     (W)     SCALED    
 HT0714* NAVD 88     -         7.38   (+/-2cm)      24.2    (feet)  VERTCON   
 HT0714  ___________________________________________________________________
 HT0714  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HT0714  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0714
 HT0714.The horizontal coordinates were scaled from a topographic map and have
 HT0714.an estimated accuracy of +/- 6 seconds.
 HT0714
 HT0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0714.The vertical order pertains to the NGVD 29 superseded value.
 HT0714
 HT0714.The geoid height was determined by GEOID03.
 HT0714
 HT0714;                    North         East    Units  Estimated Accuracy
 HT0714;SPC CA 3     -   646,620.    1,829,860.      MT  (+/- 180 meters Scaled)
 HT0714
 HT0714                          SUPERSEDED SURVEY CONTROL
 HT0714
 HT0714  NGVD 29 (??/??/??)    6.548  (m)           21.48   (f) ADJUSTED    1 1
 HT0714
 HT0714.Superseded values are not recommended for survey control.
 HT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0714.See file dsdata.txt to determine how the superseded data were derived.
 HT0714
 HT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG499843(NAD 83)
 HT0714_MARKER: DD = SURVEY DISK
 HT0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0714_SP_SET: SIDEWALK
 HT0714_STAMPING: 55
 HT0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0714
 HT0714  HISTORY     - Date     Condition        Report By
 HT0714  HISTORY     - UNK      MONUMENTED       DOD
 HT0714  HISTORY     - 1956     GOOD             NGS
 HT0714  HISTORY     - 1969     GOOD             NGS
 HT0714  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 HT0714  HISTORY     - 19881011 MARK NOT FOUND   NGS
 HT0714
 HT0714                          STATION DESCRIPTION
 HT0714
 HT0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0714'AT SAN FRANCISCO.
 HT0714'AT SAN FRANCISCO, AT THE WEST EDGE OF FORT MASON, AT THE T
 HT0714'JUNCTION OF MARINA BOULEVARD AND LAGUNA STREET, AT THE ENTRANCE
 HT0714'TO A TUNNEL, IN THE TOP OF THE CONCRETE SIDEWALK LEADING
 HT0714'EAST UP A HILL TO FORT MASON, 66 FEET SOUTH OF THE CENTER OF
 HT0714'ENTRANCE GATE 301 TO FORT MASON, 15.3 FEET EAST OF THE EAST
 HT0714'CURB OF LAGUNA STREET, 0.6 FOOT SOUTH OF THE SOUTHWEST CORNER
 HT0714'OF THE SOUTH CONCRETE WALL OF THE TUNNEL APPROACH, AND ABOUT
 HT0714'0.1 FOOT LOWER THAN THE SIDEWALK.
 HT0714
 HT0714                          STATION RECOVERY (1969)
 HT0714
 HT0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0714'RECOVERED IN GOOD CONDITION.
 HT0714
 HT0714                          STATION RECOVERY (1986)
 HT0714
 HT0714'RECOVERY NOTE BY US POWER SQUADRON 1986 (GRB)
 HT0714'MARK NOT FOUND.
 HT0714
 HT0714                          STATION RECOVERY (1988)
 HT0714
 HT0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0714'THE SIDEWALK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9303 ***********************************************************************
 EW9303  DESIGNATION -  55 24
 EW9303  PID         -  EW9303
 EW9303  STATE/COUNTY-  CA/LOS ANGELES
 EW9303  USGS QUAD   -  EL MONTE (1994)
 EW9303
 EW9303                         *CURRENT SURVEY CONTROL
 EW9303  ___________________________________________________________________
 EW9303* NAD 83(1986)-  34 03 46.     (N)    118 05 28.     (W)     SCALED    
 EW9303* NAVD 88     -        84.798  (meters)     278.21   (feet)  ADJUSTED  
 EW9303  ___________________________________________________________________
 EW9303  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW9303  DYNAMIC HT  -          84.708 (meters)     277.91  (feet)  COMP
 EW9303  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 EW9303
 EW9303  VERT ORDER  -  FIRST     CLASS II
 EW9303
 EW9303.The horizontal coordinates were scaled from a topographic map and have
 EW9303.an estimated accuracy of +/- 6 seconds.
 EW9303
 EW9303.The orthometric height was determined by differential leveling
 EW9303.and adjusted in June 1991.
 EW9303
 EW9303.The geoid height was determined by GEOID03.
 EW9303
 EW9303.The dynamic height is computed by dividing the NAVD 88
 EW9303.geopotential number by the normal gravity value computed on the
 EW9303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9303.degrees latitude (g = 980.6199 gals.).
 EW9303
 EW9303.The modeled gravity was interpolated from observed gravity values.
 EW9303
 EW9303;                    North         East    Units  Estimated Accuracy
 EW9303;SPC CA 5     -   562,430.    1,991,590.      MT  (+/- 180 meters Scaled)
 EW9303
 EW9303                          SUPERSEDED SURVEY CONTROL
 EW9303
 EW9303.No superseded survey control is available for this station.
 EW9303
 EW9303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT993696(NAD 83)
 EW9303_MARKER: DD = SURVEY DISK
 EW9303_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EW9303_SP_SET: WINGWALL
 EW9303_STAMPING: 55 24
 EW9303_MARK LOGO: LACFCD
 EW9303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9303+STABILITY: SURFACE MOTION
 EW9303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9303+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 EW9303
 EW9303  HISTORY     - Date     Condition        Report By
 EW9303  HISTORY     - UNK      MONUMENTED       LACFCD
 EW9303  HISTORY     - 1987     GOOD             NGS
 EW9303  HISTORY     - 19890512 GOOD             NGS
 EW9303
 EW9303                          STATION DESCRIPTION
 EW9303
 EW9303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EW9303'IN ROSEMEAD.
 EW9303'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 EW9303'IN ROSEMEAD, IN THE NORTHWEST CORNER OF THE INTERSECTION OF SAN
 EW9303'GABRIEL BOULEVARD AND GARVEY AVENUE, IN TOP OF THE NORTHWEST WINGWALL
 EW9303'OF THE AVENUE BRIDGE OVER ALHAMBRA WASH, 68.6 M (225.1 FT) WEST OF
 EW9303'THE BOULEVARD CENTERLINE, 22.2 M (72.8 FT) NORTH OF THE AVENUE
 EW9303'CENTERLINE, 8.4 M (27.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 EW9303'BRIDGE, 4.9 M (16.1 FT) EAST OF THE EAST WALL OF JIMS TERIYAKI BOWL
 EW9303'RESTRAUNT, 2.0 M (6.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 EW9303'WINGWALL.
 EW9303
 EW9303                          STATION RECOVERY (1989)
 EW9303
 EW9303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9303'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SOUTH SAN
 EW9303'GABRIEL AT 8117 GARVEY AVE SET IN TOP OF THE NORTHWEST WINGWALL OF
 EW9303'THE WEST ABUTMENT OF THE BRIDGE OVER THE ALHAMBRA WASH FLOOD CONTROL
 EW9303'CHANNEL 17.3M(56.8FT) N OF THE CENTERLINE OF THE WESTBOUND LANES OF
 EW9303'THE AVE 7.0M(23.0FT) NE OF THE SOUTHEAST CORNER OF JIM TERIYAKI BOWL
 EW9303'RESTURANT2.1M(6.9FT) SE OF THE NORTHWEST END OF THE WING WALL AND
 EW9303'0.4M(1.3FT) ABOVE THE AVE SURFACE NOTE THE DESIGNATION USED IN 1987
 EW9303'LEVELING WAS CG 2537 LACFCD NOTE THE STAMPING ON THIS MARK IS BM 55
 EW9303'24 AND HAS BEEN IDENTIFIED AS 55 24 ON SUMMARY 1989 L25086/1 WITH
 EW9303'ARCHIVE NUMBER EW 9303.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1535 ***********************************************************************
 KS1535  DESIGNATION -  55 25 CADH 1971
 KS1535  PID         -  KS1535
 KS1535  STATE/COUNTY-  CA/PLUMAS
 KS1535  USGS QUAD   -  SPRING GARDEN (1975)
 KS1535
 KS1535                         *CURRENT SURVEY CONTROL
 KS1535  ___________________________________________________________________
 KS1535* NAD 83(1992)-  39 52 44.19993(N)    120 45 42.92883(W)     ADJUSTED  
 KS1535* NAVD 88     -      1355.9    (meters)    4448.     (feet)  VERTCON   
 KS1535  ___________________________________________________________________
 KS1535  EPOCH DATE  -        1991.35
 KS1535  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KS1535  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KS1535  HORZ ORDER  -  SECOND
 KS1535
 KS1535.The horizontal coordinates were established by classical geodetic methods
 KS1535.and adjusted by the National Geodetic Survey in March 1994.
 KS1535.The horizontal coordinates are valid at the epoch date displayed above.
 KS1535.The epoch date for horizontal control is a decimal equivalence
 KS1535.of Year/Month/Day.
 KS1535
 KS1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1535
 KS1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1535
 KS1535.The geoid height was determined by GEOID03.
 KS1535
 KS1535;                    North         East     Units Scale Factor Converg.
 KS1535;SPC CA 1     -   561,333.483 2,105,910.423   MT  1.00003268   +0 48 34.4
 KS1535;SPC CA 1     - 1,841,641.60  6,909,141.11   sFT  1.00003268   +0 48 34.4
 KS1535;SPC CA 2     -   746,306.786 2,105,908.347   MT  1.00001074   +0 46 50.0
 KS1535;SPC CA 2     - 2,448,508.18  6,909,134.30   sFT  1.00001074   +0 46 50.0
 KS1535;UTM  10      - 4,416,718.703   691,387.123   MT  1.00005096   +1 26 07.5
 KS1535
 KS1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1535!SPC CA 1     -   0.99979100  x   1.00003268  =   0.99982368
 KS1535!SPC CA 2     -   0.99979100  x   1.00001074  =   0.99980174
 KS1535!UTM  10      -   0.99979100  x   1.00005096  =   0.99984195
 KS1535
 KS1535:                Primary Azimuth Mark                     Grid Az
 KS1535:SPC CA 1     -  55 53 CADH 1971                          094 01 16.5
 KS1535:SPC CA 2     -  55 53 CADH 1971                          094 03 00.9
 KS1535:UTM  10      -  55 53 CADH 1971                          093 23 43.4
 KS1535
 KS1535|---------------------------------------------------------------------|
 KS1535| PID    Reference Object                     Distance      Geod. Az  |
 KS1535|                                                           dddmmss.s |
 KS1535| KS1534 55 53 CADH 1971                     APPROX. 0.6 KM 0944950.9 |
 KS1535|---------------------------------------------------------------------|
 KS1535
 KS1535                          SUPERSEDED SURVEY CONTROL
 KS1535
 KS1535  NAD 83(1986)-  39 52 44.20062(N)    120 45 42.92423(W) AD(1984.00) 2
 KS1535  NAD 27      -  39 52 44.58357(N)    120 45 39.10901(W) AD(       ) 2
 KS1535  NGVD 29 (07/19/86) 1354.9    (m)         4445.     (f) VERT ANG    3  
 KS1535
 KS1535.Superseded values are not recommended for survey control.
 KS1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1535.See file dsdata.txt to determine how the superseded data were derived.
 KS1535
 KS1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9138716719(NAD 83)
 KS1535_MARKER: DD = SURVEY DISK
 KS1535_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KS1535_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KS1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1535
 KS1535  HISTORY     - Date     Condition        Report By
 KS1535  HISTORY     - 1971     MONUMENTED       CADT
 KS1535
 KS1535                          STATION DESCRIPTION
 KS1535
 KS1535'DESCRIBED BY CALTRANS 1971
 KS1535'THE STATION IS LOCATED ABOUT 1.9 MILES SOUTHEAST ALONG STATE
 KS1535'HIGHWAY 70 FROM SPRING GARDEN AT P.M. 55.25.
 KS1535'
 KS1535'THE STATION IS AT LEE SUMMIT ON HIGHWAY 70, ON TOP OF THE NORTH
 KS1535'CUT SLOPE, 300 FEET WEST OF THE JUNCTION OF THE HIGHWAY AND
 KS1535'F.S. ROAD LEADING NORTH.  THE STATION IS 38 FEET NORTH OF THE
 KS1535'CENTER LINE OF THE HIGHWAY, 8 FEET HIGHER THAN THE HIGHWAY AND 3
 KS1535'FEET BACK OF THE TOP OF THE CUT SLOPE.  A STANDARD DIVISION OF
 KS1535'HIGHWAYS DISK SET IN AN 8 INCH CONCRETE MONUMENT 0.3 FOOT ABOVE
 KS1535'SURFACE AND STAMPED, 55.25 1971 AND MARKED BY A SURVEY MONUMENT
 KS1535'MARKER SIGN 2 FEET NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1534 ***********************************************************************
 KS1534  DESIGNATION -  55 53 CADH 1971
 KS1534  PID         -  KS1534
 KS1534  STATE/COUNTY-  CA/PLUMAS
 KS1534  USGS QUAD   -  SPRING GARDEN (1975)
 KS1534
 KS1534                         *CURRENT SURVEY CONTROL
 KS1534  ___________________________________________________________________
 KS1534* NAD 83(1992)-  39 52 42.61709(N)    120 45 18.63087(W)     ADJUSTED  
 KS1534* NAVD 88     -      1344.6    (meters)    4411.     (feet)  VERTCON   
 KS1534  ___________________________________________________________________
 KS1534  EPOCH DATE  -        1991.35
 KS1534  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 KS1534  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 KS1534  HORZ ORDER  -  SECOND
 KS1534
 KS1534.The horizontal coordinates were established by classical geodetic methods
 KS1534.and adjusted by the National Geodetic Survey in March 1994.
 KS1534.The horizontal coordinates are valid at the epoch date displayed above.
 KS1534.The epoch date for horizontal control is a decimal equivalence
 KS1534.of Year/Month/Day.
 KS1534
 KS1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1534
 KS1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1534
 KS1534.The geoid height was determined by GEOID03.
 KS1534
 KS1534;                    North         East     Units Scale Factor Converg.
 KS1534;SPC CA 1     -   561,292.848 2,106,488.454   MT  1.00003281   +0 48 50.3
 KS1534;SPC CA 1     - 1,841,508.29  6,911,037.54   sFT  1.00003281   +0 48 50.3
 KS1534;SPC CA 2     -   746,265.858 2,106,486.345   MT  1.00001063   +0 47 05.4
 KS1534;SPC CA 2     - 2,448,373.90  6,911,030.62   sFT  1.00001063   +0 47 05.4
 KS1534;UTM  10      - 4,416,684.384   691,965.575   MT  1.00005369   +1 26 23.0
 KS1534
 KS1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1534!SPC CA 1     -   0.99979277  x   1.00003281  =   0.99982558
 KS1534!SPC CA 2     -   0.99979277  x   1.00001063  =   0.99980340
 KS1534!UTM  10      -   0.99979277  x   1.00005369  =   0.99984645
 KS1534
 KS1534:                Primary Azimuth Mark                     Grid Az
 KS1534:SPC CA 1     -  56 06                                    128 50 40.4
 KS1534:SPC CA 2     -  56 06                                    128 52 25.3
 KS1534:UTM  10      -  56 06                                    128 13 07.7
 KS1534
 KS1534|---------------------------------------------------------------------|
 KS1534| PID    Reference Object                     Distance      Geod. Az  |
 KS1534|                                                           dddmmss.s |
 KS1534| KS1508 56 06                               APPROX. 0.8 KM 1293930.7 |
 KS1534|---------------------------------------------------------------------|
 KS1534
 KS1534                          SUPERSEDED SURVEY CONTROL
 KS1534
 KS1534  NAD 83(1986)-  39 52 42.61783(N)    120 45 18.62622(W) AD(1984.00) 2
 KS1534  NAD 27      -  39 52 43.00023(N)    120 45 14.81172(W) AD(       ) 2
 KS1534  NGVD 29 (07/19/86) 1343.6    (m)         4408.     (f) VERT ANG    3  
 KS1534
 KS1534.Superseded values are not recommended for survey control.
 KS1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1534.See file dsdata.txt to determine how the superseded data were derived.
 KS1534
 KS1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9196616684(NAD 83)
 KS1534_MARKER: DD = SURVEY DISK
 KS1534_SETTING: 0 = UNSPECIFIED SETTING
 KS1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1534
 KS1534  HISTORY     - Date     Condition        Report By
 KS1534  HISTORY     - 1971     MONUMENTED       CADT
 KS1534
 KS1534                          STATION DESCRIPTION
 KS1534
 KS1534'DESCRIBED BY CALTRANS 1971
 KS1534'THE STATION IS LOCATED ABOUT 2.2 MILES SOUTHEAST OF SPRING GARDEN
 KS1534'(PM 53.34) ALONG STATE HIGHWAY 70 AT PM 55.53.
 KS1534'
 KS1534'THE STATION IS ABOUT 100 FEET NORTH NORTHEAST OF THE CENTER LINE
 KS1534'OF THE HIGHWAY ON TOP OF A CUT ABOVE THE OLD HIGHWAY, 10 FEET
 KS1534'NORTH OF THE TOP OF THE CUT SLOPE AND ABOUT 30 FEET HIGHER THAN
 KS1534'THE HIGHWAY.  A STD. DIVISION OF HIGHWAYS DISK, STAMPED 55.53
 KS1534'1971 AND SET IN A 10-INCH CONCRETE MONUMENT AND MARKED BY A
 KS1534'SURVEY MONUMENT MARKER SIGN 3 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9137 ***********************************************************************
 JT9137  DESIGNATION -  55 A
 JT9137  PID         -  JT9137
 JT9137  STATE/COUNTY-  CA/NAPA
 JT9137  USGS QUAD   -  NAPA (1980)
 JT9137
 JT9137                         *CURRENT SURVEY CONTROL
 JT9137  ___________________________________________________________________
 JT9137* NAD 83(1986)-  38 17 06.     (N)    122 17 40.     (W)     SCALED    
 JT9137* NAVD 88     -         7.98   (+/-2cm)      26.2    (feet)  VERTCON   
 JT9137  ___________________________________________________________________
 JT9137  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT9137  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9137
 JT9137.The horizontal coordinates were scaled from a topographic map and have
 JT9137.an estimated accuracy of +/- 6 seconds.
 JT9137
 JT9137.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9137.The vertical order pertains to the NGVD 29 superseded value.
 JT9137
 JT9137.The geoid height was determined by GEOID03.
 JT9137
 JT9137;                    North         East    Units  Estimated Accuracy
 JT9137;SPC CA 2     -   568,680.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9137
 JT9137                          SUPERSEDED SURVEY CONTROL
 JT9137
 JT9137  NGVD 29 (??/??/92)    7.21   (m)           23.7    (f) COMPUTED    2 2
 JT9137
 JT9137.Superseded values are not recommended for survey control.
 JT9137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9137.See file dsdata.txt to determine how the superseded data were derived.
 JT9137
 JT9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617376(NAD 83)
 JT9137_MARKER: DD = SURVEY DISK
 JT9137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9137_SP_SET: CONCRETE POST
 JT9137_MARK LOGO: CA2330
 JT9137_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9137+STABILITY: SURFACE MOTION
 JT9137
 JT9137  HISTORY     - Date     Condition        Report By
 JT9137  HISTORY     - 1971     MONUMENTED       CA2330
 JT9137
 JT9137                          STATION DESCRIPTION
 JT9137
 JT9137'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9137'AT JEFFERSON AND LOCUST STREETS, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A
 JT9137'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0772 ***********************************************************************
 DB0772  DESIGNATION -  55 A USN
 DB0772  PID         -  DB0772
 DB0772  STATE/COUNTY-  CA/IMPERIAL
 DB0772  USGS QUAD   -  SEELEY (1979)
 DB0772
 DB0772                         *CURRENT SURVEY CONTROL
 DB0772  ___________________________________________________________________
 DB0772* NAD 83(1986)-  32 49 30.     (N)    115 39 18.     (W)     SCALED    
 DB0772* NAVD 88     -       -14.22   (+/-2cm)     -46.7    (feet)  VERTCON   
 DB0772  ___________________________________________________________________
 DB0772  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DB0772  VERT ORDER  -  FIRST     CLASS II (See Below)
 DB0772
 DB0772.The horizontal coordinates were scaled from a topographic map and have
 DB0772.an estimated accuracy of +/- 6 seconds.
 DB0772
 DB0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0772.The vertical order pertains to the NGVD 29 superseded value.
 DB0772
 DB0772.The geoid height was determined by GEOID03.
 DB0772
 DB0772;                    North         East    Units  Estimated Accuracy
 DB0772;SPC CA 6     -   573,170.    2,055,710.      MT  (+/- 180 meters Scaled)
 DB0772
 DB0772                          SUPERSEDED SURVEY CONTROL
 DB0772
 DB0772  NGVD 29 (??/??/??)  -14.946  (m)          -49.04   (f) ADJUSTED    1 2
 DB0772
 DB0772.Superseded values are not recommended for survey control.
 DB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0772.See file dsdata.txt to determine how the superseded data were derived.
 DB0772
 DB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS258326(NAD 83)
 DB0772_MARKER: Z = SEE DESCRIPTION
 DB0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DB0772_STAMPING: USN BOUNDARY 1942 COR NO 9 RE 1018
 DB0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0772+STABILITY: SURFACE MOTION
 DB0772
 DB0772  HISTORY     - Date     Condition        Report By
 DB0772  HISTORY     - 1942     MONUMENTED       DOD
 DB0772  HISTORY     - 1945     GOOD             NGS
 DB0772
 DB0772                          STATION DESCRIPTION
 DB0772
 DB0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DB0772'AT EL CENTRO.
 DB0772'AT THE EL CENTRO MARINE CORPS AIR STATION, SET ON THE EAST SIDE
 DB0772'OF FIELD AT THE EAST GATE, 16.6 FEET NORTH OF THE SOUTH GATE
 DB0772'POST, 8.1 FEET SOUTH OF THE NORTH GATE POST, 29.1 FEET SOUTH
 DB0772'OF USC AND GS BENCH MARK D 751, 1 FOOT EAST OF THE FENCE.  A
 DB0772'COPPER PLUG SET IN TOP OF A CONCRETE POST ABOUT 0.4 FOOT BELOW
 DB0772'GROUND LEVEL.  STAMPED USN BOUNDARY 1942 COR NO 9 RE 1018.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9138 ***********************************************************************
 JT9138  DESIGNATION -  55 B
 JT9138  PID         -  JT9138
 JT9138  STATE/COUNTY-  CA/NAPA
 JT9138  USGS QUAD   -  NAPA (1980)
 JT9138
 JT9138                         *CURRENT SURVEY CONTROL
 JT9138  ___________________________________________________________________
 JT9138* NAD 83(1986)-  38 17 18.     (N)    122 17 40.     (W)     SCALED    
 JT9138* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 JT9138  ___________________________________________________________________
 JT9138  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9138  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9138
 JT9138.The horizontal coordinates were scaled from a topographic map and have
 JT9138.an estimated accuracy of +/- 6 seconds.
 JT9138
 JT9138.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9138.The vertical order pertains to the NGVD 29 superseded value.
 JT9138
 JT9138.The geoid height was determined by GEOID03.
 JT9138
 JT9138;                    North         East    Units  Estimated Accuracy
 JT9138;SPC CA 2     -   569,050.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9138
 JT9138                          SUPERSEDED SURVEY CONTROL
 JT9138
 JT9138  NGVD 29 (??/??/92)    5.18   (m)           17.0    (f) COMPUTED    2 2
 JT9138
 JT9138.Superseded values are not recommended for survey control.
 JT9138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9138.See file dsdata.txt to determine how the superseded data were derived.
 JT9138
 JT9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617380(NAD 83)
 JT9138_MARKER: DD = SURVEY DISK
 JT9138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9138_SP_SET: CONCRETE POST
 JT9138_MARK LOGO: CA2330
 JT9138_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9138+STABILITY: SURFACE MOTION
 JT9138
 JT9138  HISTORY     - Date     Condition        Report By
 JT9138  HISTORY     - 1971     MONUMENTED       CA2330
 JT9138
 JT9138                          STATION DESCRIPTION
 JT9138
 JT9138'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9138'ALONG OLD SONOMA ROAD, 10 FT (3.0 M) WEST OF CENTERLINE OF JEFFERSON,
 JT9138'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0455 ***********************************************************************
 MW0455  DESIGNATION -  55 C
 MW0455  PID         -  MW0455
 MW0455  STATE/COUNTY-  CA/SISKIYOU
 MW0455  USGS QUAD   -  DEAD HORSE SUMMIT (1990)
 MW0455
 MW0455                         *CURRENT SURVEY CONTROL
 MW0455  ___________________________________________________________________
 MW0455* NAD 83(1986)-  41 12 18.     (N)    121 46 34.     (W)     SCALED    
 MW0455* NAVD 88     -      1352.549  (meters)    4437.49   (feet)  ADJUSTED  
 MW0455  ___________________________________________________________________
 MW0455  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 MW0455  DYNAMIC HT  -        1351.602 (meters)    4434.38  (feet)  COMP
 MW0455  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 MW0455
 MW0455  VERT ORDER  -  SECOND    CLASS 0
 MW0455
 MW0455.The horizontal coordinates were scaled from a topographic map and have
 MW0455.an estimated accuracy of +/- 6 seconds.
 MW0455
 MW0455.The orthometric height was determined by differential leveling
 MW0455.and adjusted in June 1991.
 MW0455
 MW0455.The geoid height was determined by GEOID03.
 MW0455
 MW0455.The dynamic height is computed by dividing the NAVD 88
 MW0455.geopotential number by the normal gravity value computed on the
 MW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0455.degrees latitude (g = 980.6199 gals.).
 MW0455
 MW0455.The modeled gravity was interpolated from observed gravity values.
 MW0455
 MW0455;                    North         East    Units  Estimated Accuracy
 MW0455;SPC CA 1     -   707,850.    2,018,780.      MT  (+/- 180 meters Scaled)
 MW0455
 MW0455                          SUPERSEDED SURVEY CONTROL
 MW0455
 MW0455  NGVD 29 (??/??/??) 1351.486  (m)         4434.00   (f) ADJUSTED    2 0
 MW0455
 MW0455.Superseded values are not recommended for survey control.
 MW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0455.See file dsdata.txt to determine how the superseded data were derived.
 MW0455
 MW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL026622(NAD 83)
 MW0455_MARKER: DD = SURVEY DISK
 MW0455_SETTING: 80 = SET IN A BOULDER
 MW0455_STAMPING: 55 C 1931
 MW0455_MARK LOGO: USGS  
 MW0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0455+STABILITY: SURFACE MOTION
 MW0455
 MW0455  HISTORY     - Date     Condition        Report By
 MW0455  HISTORY     - 1931     MONUMENTED       USGS
 MW0455  HISTORY     - 1936     GOOD             CGS
 MW0455  HISTORY     - 19861113 GOOD             USGS
 MW0455  HISTORY     - 19861113 GOOD             USPSQD
 MW0455
 MW0455                          STATION DESCRIPTION
 MW0455
 MW0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MW0455'4.6 MI SE FROM BARTLE.
 MW0455'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE
 MW0455'RANGER STATION AT BARTLE, SISKIYOU COUNTY, 0.3 MILE NORTHWEST OF
 MW0455'DEAD HORSE SUMMIT, 130 FEET NORTHWEST OF THE CENTERLINE OF THE
 MW0455'HIGHWAY, 92 FEET NORTHWEST OF AN 8-INCH WHITE FIR TREE, 25 FEET
 MW0455'WEST OF A LARGE GRANITE BOULDER PAINTED USBM, 12 FEET WEST OF
 MW0455'TELEPHONE POLE 16, AND IN THE TOP OF A GRANITE BOULDER.  A UNITED
 MW0455'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED---55 C 1931---.
 MW0455
 MW0455                          STATION RECOVERY (1986)
 MW0455
 MW0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RFW)
 MW0455'RECOVERED IN GOOD CONDITION.
 MW0455
 MW0455                          STATION RECOVERY (1986)
 MW0455
 MW0455'RECOVERY NOTE BY US POWER SQUADRON 1986 (RFW)
 MW0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9139 ***********************************************************************
 JT9139  DESIGNATION -  55 C
 JT9139  PID         -  JT9139
 JT9139  STATE/COUNTY-  CA/NAPA
 JT9139  USGS QUAD   -  NAPA (1980)
 JT9139
 JT9139                         *CURRENT SURVEY CONTROL
 JT9139  ___________________________________________________________________
 JT9139* NAD 83(1986)-  38 17 30.     (N)    122 17 40.     (W)     SCALED    
 JT9139* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 JT9139  ___________________________________________________________________
 JT9139  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9139  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9139
 JT9139.The horizontal coordinates were scaled from a topographic map and have
 JT9139.an estimated accuracy of +/- 6 seconds.
 JT9139
 JT9139.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9139.The vertical order pertains to the NGVD 29 superseded value.
 JT9139
 JT9139.The geoid height was determined by GEOID03.
 JT9139
 JT9139;                    North         East    Units  Estimated Accuracy
 JT9139;SPC CA 2     -   569,420.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9139
 JT9139                          SUPERSEDED SURVEY CONTROL
 JT9139
 JT9139  NGVD 29 (??/??/92)    7.946  (m)           26.07   (f) ADJ UNCH    2 2
 JT9139
 JT9139.Superseded values are not recommended for survey control.
 JT9139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9139.See file dsdata.txt to determine how the superseded data were derived.
 JT9139
 JT9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617384(NAD 83)
 JT9139_MARKER: DD = SURVEY DISK
 JT9139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9139_SP_SET: CONCRETE POST
 JT9139_MARK LOGO: CA2330
 JT9139_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9139+STABILITY: SURFACE MOTION
 JT9139
 JT9139  HISTORY     - Date     Condition        Report By
 JT9139  HISTORY     - 1971     MONUMENTED       CA2330
 JT9139
 JT9139                          STATION DESCRIPTION
 JT9139
 JT9139'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9139'ALONG JEFFERSON STREET, 10 FT (3.0 M) SOUTH OF CENTERLINE OF PINE
 JT9139'STREET, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP ON WEST SIDE
 JT9139'OF STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9140 ***********************************************************************
 JT9140  DESIGNATION -  55 D
 JT9140  PID         -  JT9140
 JT9140  STATE/COUNTY-  CA/NAPA
 JT9140  USGS QUAD   -  NAPA (1980)
 JT9140
 JT9140                         *CURRENT SURVEY CONTROL
 JT9140  ___________________________________________________________________
 JT9140* NAD 83(1986)-  38 17 36.     (N)    122 17 40.     (W)     SCALED    
 JT9140* NAVD 88     -         8.82   (+/-2cm)      28.9    (feet)  VERTCON   
 JT9140  ___________________________________________________________________
 JT9140  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9140  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9140
 JT9140.The horizontal coordinates were scaled from a topographic map and have
 JT9140.an estimated accuracy of +/- 6 seconds.
 JT9140
 JT9140.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9140.The vertical order pertains to the NGVD 29 superseded value.
 JT9140
 JT9140.The geoid height was determined by GEOID03.
 JT9140
 JT9140;                    North         East    Units  Estimated Accuracy
 JT9140;SPC CA 2     -   569,610.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9140
 JT9140                          SUPERSEDED SURVEY CONTROL
 JT9140
 JT9140  NGVD 29 (??/??/92)    8.04   (m)           26.4    (f) COMPUTED    2 2
 JT9140
 JT9140.Superseded values are not recommended for survey control.
 JT9140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9140.See file dsdata.txt to determine how the superseded data were derived.
 JT9140
 JT9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616385(NAD 83)
 JT9140_MARKER: DD = SURVEY DISK
 JT9140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9140_SP_SET: CONCRETE POST
 JT9140_MARK LOGO: CA2330
 JT9140_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9140+STABILITY: SURFACE MOTION
 JT9140
 JT9140  HISTORY     - Date     Condition        Report By
 JT9140  HISTORY     - 1971     MONUMENTED       CA2330
 JT9140
 JT9140                          STATION DESCRIPTION
 JT9140
 JT9140'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9140'AT JEFFERSON AND FULLER WAY, IN THE NORTHWEST CORNER, A WELL TYPE
 JT9140'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9141 ***********************************************************************
 JT9141  DESIGNATION -  55 E
 JT9141  PID         -  JT9141
 JT9141  STATE/COUNTY-  CA/NAPA
 JT9141  USGS QUAD   -  NAPA (1980)
 JT9141
 JT9141                         *CURRENT SURVEY CONTROL
 JT9141  ___________________________________________________________________
 JT9141* NAD 83(1986)-  38 17 42.     (N)    122 17 40.     (W)     SCALED    
 JT9141* NAVD 88     -         9.90   (+/-2cm)      32.5    (feet)  VERTCON   
 JT9141  ___________________________________________________________________
 JT9141  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9141  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9141
 JT9141.The horizontal coordinates were scaled from a topographic map and have
 JT9141.an estimated accuracy of +/- 6 seconds.
 JT9141
 JT9141.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9141.The vertical order pertains to the NGVD 29 superseded value.
 JT9141
 JT9141.The geoid height was determined by GEOID03.
 JT9141
 JT9141;                    North         East    Units  Estimated Accuracy
 JT9141;SPC CA 2     -   569,790.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9141
 JT9141                          SUPERSEDED SURVEY CONTROL
 JT9141
 JT9141  NGVD 29 (??/??/92)    9.13   (m)           30.0    (f) COMPUTED    2 2
 JT9141
 JT9141.Superseded values are not recommended for survey control.
 JT9141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9141.See file dsdata.txt to determine how the superseded data were derived.
 JT9141
 JT9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616387(NAD 83)
 JT9141_MARKER: DD = SURVEY DISK
 JT9141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9141_SP_SET: CONCRETE POST
 JT9141_MARK LOGO: CA2330
 JT9141_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9141+STABILITY: SURFACE MOTION
 JT9141
 JT9141  HISTORY     - Date     Condition        Report By
 JT9141  HISTORY     - 1971     MONUMENTED       CA2330
 JT9141
 JT9141                          STATION DESCRIPTION
 JT9141
 JT9141'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9141'AT JEFFERSON AND OAK STREETS, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A
 JT9141'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1811 ***********************************************************************
 JT1811  DESIGNATION -  55 F
 JT1811  PID         -  JT1811
 JT1811  STATE/COUNTY-  CA/NAPA
 JT1811  USGS QUAD   -  NAPA (1980)
 JT1811
 JT1811                         *CURRENT SURVEY CONTROL
 JT1811  ___________________________________________________________________
 JT1811* NAD 83(1986)-  38 17 51.     (N)    122 17 36.     (W)     SCALED    
 JT1811* NAVD 88     -         9.94   (+/-2cm)      32.6    (feet)  VERTCON   
 JT1811  ___________________________________________________________________
 JT1811  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1811  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1811
 JT1811.The horizontal coordinates were scaled from a topographic map and have
 JT1811.an estimated accuracy of +/- 6 seconds.
 JT1811
 JT1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1811.The vertical order pertains to the NGVD 29 superseded value.
 JT1811
 JT1811.The geoid height was determined by GEOID03.
 JT1811
 JT1811;                    North         East    Units  Estimated Accuracy
 JT1811;SPC CA 2     -   570,070.    1,974,340.      MT  (+/- 180 meters Scaled)
 JT1811
 JT1811                          SUPERSEDED SURVEY CONTROL
 JT1811
 JT1811  NGVD 29 (??/??/92)    9.16   (m)           30.1    (f) COMPUTED    1 1
 JT1811
 JT1811.Superseded values are not recommended for survey control.
 JT1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1811.See file dsdata.txt to determine how the superseded data were derived.
 JT1811
 JT1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH617390(NAD 83)
 JT1811_MARKER: DD = SURVEY DISK
 JT1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1811_SP_SET: CONCRETE POST
 JT1811_MARK LOGO: CA2330
 JT1811_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1811+STABILITY: SURFACE MOTION
 JT1811
 JT1811  HISTORY     - Date     Condition        Report By
 JT1811  HISTORY     - 1971     MONUMENTED       CA2330
 JT1811
 JT1811                          STATION DESCRIPTION
 JT1811
 JT1811'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1811'AT INTERSECTION OF JEFFERSON AND FIRST STREETS, 10 FEET BY 10 FEET
 JT1811'NORTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3422 ***********************************************************************
 EV3422  DESIGNATION -  55 FMK
 EV3422  PID         -  EV3422
 EV3422  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3422  USGS QUAD   -  HELENDALE (1993)
 EV3422
 EV3422                         *CURRENT SURVEY CONTROL
 EV3422  ___________________________________________________________________
 EV3422* NAD 83(1986)-  34 40 26.     (N)    117 20 43.     (W)     SCALED    
 EV3422* NAVD 88     -       770.851  (meters)    2529.03   (feet)  READJUSTED
 EV3422  ___________________________________________________________________
 EV3422  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV3422  DYNAMIC HT  -         769.950 (meters)    2526.08  (feet)  COMP
 EV3422  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 EV3422
 EV3422  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV3422
 EV3422.The horizontal coordinates were scaled from a topographic map and have
 EV3422.an estimated accuracy of +/- 6 seconds.
 EV3422
 EV3422.The orthometric height was determined by differential leveling
 EV3422.and adjusted in February 1993.
 EV3422.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV3422.distribution rate of 2.1 thru 3.0 mm/km.
 EV3422.The height was derived from older observations constrained to new
 EV3422.heights in a crustal motion area.  The height is approximate in
 EV3422.relation to other heights in its vicinity.
 EV3422
 EV3422.The geoid height was determined by GEOID03.
 EV3422
 EV3422.The dynamic height is computed by dividing the NAVD 88
 EV3422.geopotential number by the normal gravity value computed on the
 EV3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3422.degrees latitude (g = 980.6199 gals.).
 EV3422
 EV3422.The modeled gravity was interpolated from observed gravity values.
 EV3422
 EV3422;                    North         East    Units  Estimated Accuracy
 EV3422;SPC CA 5     -   630,410.    2,060,000.      MT  (+/- 180 meters Scaled)
 EV3422
 EV3422                          SUPERSEDED SURVEY CONTROL
 EV3422
 EV3422  NGVD 29 (??/??/92)  770.027  (m)         2526.33   (f) ADJ UNCH    1 1
 EV3422
 EV3422.Superseded values are not recommended for survey control.
 EV3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3422.See file dsdata.txt to determine how the superseded data were derived.
 EV3422
 EV3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU683369(NAD 83)
 EV3422_MARKER: DB = BENCH MARK DISK
 EV3422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV3422_SP_SET: COPPER-CLAD STEEL ROD
 EV3422_STAMPING: 55 FMK 1973
 EV3422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3422
 EV3422  HISTORY     - Date     Condition        Report By
 EV3422  HISTORY     - 1973     MONUMENTED       USGS
 EV3422  HISTORY     - 1978     GOOD             NGS
 EV3422  HISTORY     - 1987     MARK NOT FOUND   NGS
 EV3422
 EV3422                          STATION DESCRIPTION
 EV3422
 EV3422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3422'5.3 MI SW FROM HELENDALE.
 EV3422'5.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3422'FROM THE SIGNBOARD AT HELENDALE, 97 FT. EAST OF EAST RAIL OF MAIN
 EV3422'TRACK, 36 FT. EAST OF CENTER LINE OF DIRT ROAD, 1 FT. WEST OF A FENCE.
 EV3422'THE DISK IS FLUSH WITH GROUND, ACCESS TO WHICH IS HAD THROUGH A
 EV3422'6-INCH PLASTIC PIPE.
 EV3422
 EV3422                          STATION RECOVERY (1987)
 EV3422
 EV3422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3422'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9143 ***********************************************************************
 JT9143  DESIGNATION -  55 G
 JT9143  PID         -  JT9143
 JT9143  STATE/COUNTY-  CA/NAPA
 JT9143  USGS QUAD   -  NAPA (1980)
 JT9143
 JT9143                         *CURRENT SURVEY CONTROL
 JT9143  ___________________________________________________________________
 JT9143* NAD 83(1986)-  38 17 54.     (N)    122 17 34.     (W)     SCALED    
 JT9143* NAVD 88     -        10.37   (+/-2cm)      34.0    (feet)  VERTCON   
 JT9143  ___________________________________________________________________
 JT9143  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT9143  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9143
 JT9143.The horizontal coordinates were scaled from a topographic map and have
 JT9143.an estimated accuracy of +/- 6 seconds.
 JT9143
 JT9143.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9143.The vertical order pertains to the NGVD 29 superseded value.
 JT9143
 JT9143.The geoid height was determined by GEOID03.
 JT9143
 JT9143;                    North         East    Units  Estimated Accuracy
 JT9143;SPC CA 2     -   570,160.    1,974,390.      MT  (+/- 180 meters Scaled)
 JT9143
 JT9143                          SUPERSEDED SURVEY CONTROL
 JT9143
 JT9143  NGVD 29 (??/??/92)    9.59   (m)           31.5    (f) COMPUTED    2 2
 JT9143
 JT9143.Superseded values are not recommended for survey control.
 JT9143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9143.See file dsdata.txt to determine how the superseded data were derived.
 JT9143
 JT9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618391(NAD 83)
 JT9143_MARKER: DD = SURVEY DISK
 JT9143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9143_SP_SET: CONCRETE POST
 JT9143_MARK LOGO: CA2330
 JT9143_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9143+STABILITY: SURFACE MOTION
 JT9143
 JT9143  HISTORY     - Date     Condition        Report By
 JT9143  HISTORY     - 1971     MONUMENTED       CA2330
 JT9143
 JT9143                          STATION DESCRIPTION
 JT9143
 JT9143'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9143'ALONG JEFFERSON, ABOUT 150 FT (45.7 M) SOUTH OF CALISTOGA, 10 FT
 JT9143'(3.0 M) WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9143'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9144 ***********************************************************************
 JT9144  DESIGNATION -  55 H
 JT9144  PID         -  JT9144
 JT9144  STATE/COUNTY-  CA/NAPA
 JT9144  USGS QUAD   -  NAPA (1980)
 JT9144
 JT9144                         *CURRENT SURVEY CONTROL
 JT9144  ___________________________________________________________________
 JT9144* NAD 83(1986)-  38 18 06.     (N)    122 17 40.     (W)     SCALED    
 JT9144* NAVD 88     -         9.89   (+/-2cm)      32.4    (feet)  VERTCON   
 JT9144  ___________________________________________________________________
 JT9144  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9144  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9144
 JT9144.The horizontal coordinates were scaled from a topographic map and have
 JT9144.an estimated accuracy of +/- 6 seconds.
 JT9144
 JT9144.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9144.The vertical order pertains to the NGVD 29 superseded value.
 JT9144
 JT9144.The geoid height was determined by GEOID03.
 JT9144
 JT9144;                    North         East    Units  Estimated Accuracy
 JT9144;SPC CA 2     -   570,530.    1,974,240.      MT  (+/- 180 meters Scaled)
 JT9144
 JT9144                          SUPERSEDED SURVEY CONTROL
 JT9144
 JT9144  NGVD 29 (??/??/92)    9.11   (m)           29.9    (f) COMPUTED    2 2
 JT9144
 JT9144.Superseded values are not recommended for survey control.
 JT9144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9144.See file dsdata.txt to determine how the superseded data were derived.
 JT9144
 JT9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616395(NAD 83)
 JT9144_MARKER: DD = SURVEY DISK
 JT9144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9144_SP_SET: CONCRETE POST
 JT9144_MARK LOGO: CA2330
 JT9144_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9144+STABILITY: SURFACE MOTION
 JT9144
 JT9144  HISTORY     - Date     Condition        Report By
 JT9144  HISTORY     - 1971     MONUMENTED       CA2330
 JT9144
 JT9144                          STATION DESCRIPTION
 JT9144
 JT9144'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9144'ALONG EGGLESTON, 10 FT (3.0 M) WEST OF CENTERLINE OF JEFFERSON STREET,
 JT9144'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9145 ***********************************************************************
 JT9145  DESIGNATION -  55 J
 JT9145  PID         -  JT9145
 JT9145  STATE/COUNTY-  CA/NAPA
 JT9145  USGS QUAD   -  NAPA (1980)
 JT9145
 JT9145                         *CURRENT SURVEY CONTROL
 JT9145  ___________________________________________________________________
 JT9145* NAD 83(1986)-  38 18 18.     (N)    122 17 40.     (W)     SCALED    
 JT9145* NAVD 88     -        10.51   (+/-2cm)      34.5    (feet)  VERTCON   
 JT9145  ___________________________________________________________________
 JT9145  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9145  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9145
 JT9145.The horizontal coordinates were scaled from a topographic map and have
 JT9145.an estimated accuracy of +/- 6 seconds.
 JT9145
 JT9145.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9145.The vertical order pertains to the NGVD 29 superseded value.
 JT9145
 JT9145.The geoid height was determined by GEOID03.
 JT9145
 JT9145;                    North         East    Units  Estimated Accuracy
 JT9145;SPC CA 2     -   570,900.    1,974,250.      MT  (+/- 180 meters Scaled)
 JT9145
 JT9145                          SUPERSEDED SURVEY CONTROL
 JT9145
 JT9145  NGVD 29 (??/??/92)    9.73   (m)           31.9    (f) COMPUTED    2 2
 JT9145
 JT9145.Superseded values are not recommended for survey control.
 JT9145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9145.See file dsdata.txt to determine how the superseded data were derived.
 JT9145
 JT9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616398(NAD 83)
 JT9145_MARKER: DD = SURVEY DISK
 JT9145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9145_SP_SET: CONCRETE POST
 JT9145_MARK LOGO: CA2330
 JT9145_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9145+STABILITY: SURFACE MOTION
 JT9145
 JT9145  HISTORY     - Date     Condition        Report By
 JT9145  HISTORY     - 1971     MONUMENTED       CA2330
 JT9145
 JT9145                          STATION DESCRIPTION
 JT9145
 JT9145'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9145'AT JEFFERSON AND F STREETS, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A WELL
 JT9145'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0420 ***********************************************************************
 MW0420  DESIGNATION -  55 M
 MW0420  PID         -  MW0420
 MW0420  STATE/COUNTY-  CA/SISKIYOU
 MW0420  USGS QUAD   -  BARTLE (1990)
 MW0420
 MW0420                         *CURRENT SURVEY CONTROL
 MW0420  ___________________________________________________________________
 MW0420* NAD 83(1986)-  41 18 18.     (N)    121 46 05.     (W)     SCALED    
 MW0420* NAVD 88     -      1426.355  (meters)    4679.63   (feet)  ADJUSTED  
 MW0420  ___________________________________________________________________
 MW0420  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 MW0420  DYNAMIC HT  -        1425.347 (meters)    4676.33  (feet)  COMP
 MW0420  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 MW0420
 MW0420  VERT ORDER  -  SECOND    CLASS 0
 MW0420
 MW0420.The horizontal coordinates were scaled from a topographic map and have
 MW0420.an estimated accuracy of +/- 6 seconds.
 MW0420
 MW0420.The orthometric height was determined by differential leveling
 MW0420.and adjusted in June 1991.
 MW0420
 MW0420.The geoid height was determined by GEOID03.
 MW0420
 MW0420.The dynamic height is computed by dividing the NAVD 88
 MW0420.geopotential number by the normal gravity value computed on the
 MW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0420.degrees latitude (g = 980.6199 gals.).
 MW0420
 MW0420.The modeled gravity was interpolated from observed gravity values.
 MW0420
 MW0420;                    North         East    Units  Estimated Accuracy
 MW0420;SPC CA 1     -   718,960.    2,019,420.      MT  (+/- 180 meters Scaled)
 MW0420
 MW0420                          SUPERSEDED SURVEY CONTROL
 MW0420
 MW0420  NGVD 29 (??/??/??) 1425.261  (m)         4676.04   (f) ADJUSTED    2 0
 MW0420
 MW0420.Superseded values are not recommended for survey control.
 MW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0420.See file dsdata.txt to determine how the superseded data were derived.
 MW0420
 MW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL031733(NAD 83)
 MW0420_MARKER: DD = SURVEY DISK
 MW0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0420_STAMPING: 55 M 1932
 MW0420_MARK LOGO: USGS  
 MW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0420+STABILITY: SURFACE MOTION
 MW0420
 MW0420  HISTORY     - Date     Condition        Report By
 MW0420  HISTORY     - 1932     MONUMENTED       USGS
 MW0420  HISTORY     - 1954     GOOD             CGS
 MW0420
 MW0420                          STATION DESCRIPTION
 MW0420
 MW0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0420'4.8 MI NE FROM BARTLE.
 MW0420'4.8 MILES NORTHEAST ALONG A GRADED ROAD FROM THE GUARD STATION AT
 MW0420'BARTLE, 4.6 MILES SOUTHWEST OF THE CROSSING OF THE GREAT NORTHERN
 MW0420'RAILROAD AT HAMBONE, AT THE Y JUNCTION OF THE ROADS LEADING TO
 MW0420'LOOKOUT AND MEDICINE LAKE, 41.0 FEET NORTH OF R.M. 55 M (USGS),
 MW0420'32 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD TO LOOKOUT, 11 1/2
 MW0420'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD TO MEDICINE LAKE, 0.8
 MW0420'FOOT NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROADS,
 MW0420'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 MW0420'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0419 ***********************************************************************
 MW0419  DESIGNATION -  55 M RM
 MW0419  PID         -  MW0419
 MW0419  STATE/COUNTY-  CA/SISKIYOU
 MW0419  USGS QUAD   -  BARTLE (1990)
 MW0419
 MW0419                         *CURRENT SURVEY CONTROL
 MW0419  ___________________________________________________________________
 MW0419* NAD 83(1986)-  41 18 18.     (N)    121 46 05.     (W)     SCALED    
 MW0419* NAVD 88     -      1426.473  (meters)    4680.02   (feet)  ADJUSTED  
 MW0419  ___________________________________________________________________
 MW0419  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 MW0419  DYNAMIC HT  -        1425.465 (meters)    4676.71  (feet)  COMP
 MW0419  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 MW0419
 MW0419  VERT ORDER  -  SECOND    CLASS 0
 MW0419
 MW0419.The horizontal coordinates were scaled from a topographic map and have
 MW0419.an estimated accuracy of +/- 6 seconds.
 MW0419
 MW0419.The orthometric height was determined by differential leveling
 MW0419.and adjusted in June 1991.
 MW0419
 MW0419.The geoid height was determined by GEOID03.
 MW0419
 MW0419.The dynamic height is computed by dividing the NAVD 88
 MW0419.geopotential number by the normal gravity value computed on the
 MW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0419.degrees latitude (g = 980.6199 gals.).
 MW0419
 MW0419.The modeled gravity was interpolated from observed gravity values.
 MW0419
 MW0419;                    North         East    Units  Estimated Accuracy
 MW0419;SPC CA 1     -   718,960.    2,019,420.      MT  (+/- 180 meters Scaled)
 MW0419
 MW0419                          SUPERSEDED SURVEY CONTROL
 MW0419
 MW0419  NGVD 29 (??/??/??) 1425.379  (m)         4676.43   (f) ADJUSTED    2 0
 MW0419
 MW0419.Superseded values are not recommended for survey control.
 MW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0419.See file dsdata.txt to determine how the superseded data were derived.
 MW0419
 MW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL031733(NAD 83)
 MW0419_MARKER: N = NAIL
 MW0419_SETTING: 0 = UNSPECIFIED SETTING
 MW0419_MARK LOGO: USGS  
 MW0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0419
 MW0419  HISTORY     - Date     Condition        Report By
 MW0419  HISTORY     - UNK      MONUMENTED       USGS
 MW0419  HISTORY     - 1954     GOOD             CGS
 MW0419  HISTORY     - 19860429 MARK NOT FOUND   USPSQD
 MW0419
 MW0419                          STATION DESCRIPTION
 MW0419
 MW0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0419'4.8 MI NE FROM BARTLE.
 MW0419'4.8 MILES NORTHEAST ALONG A GRADED ROAD FROM THE GUARD STATION AT
 MW0419'BARTLE, 4.6 MILES SOUTHWEST OF THE CROSSING OF THE GREAT
 MW0419'NORTHERN RAILROAD AT HAMBONE, AT THE Y JUNCTION OF THE ROADS
 MW0419'LEADING TO LOOKOUT AND MEDICINE LAKE, IN THE NORTHEAST SIDE OF THE
 MW0419'BASE OF A 26-INCH YELLOWPINE TREE, 35 FEET WEST OF THE CENTER OF
 MW0419'THE JUNCTION, 41.0 FEET SOUTH OF BENCH MARK 55 M (USGS), 8 FEET
 MW0419'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO MEDICINE
 MW0419'LAKE, AND ABOUT 1 FOOT HIGHER THAN THE ROADS.
 MW0419
 MW0419                          STATION RECOVERY (1986)
 MW0419
 MW0419'RECOVERY NOTE BY US POWER SQUADRON 1986 (BAR)
 MW0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0611 ***********************************************************************
 KS0611  DESIGNATION -  55 PGE
 KS0611  PID         -  KS0611
 KS0611  STATE/COUNTY-  CA/BUTTE
 KS0611  USGS QUAD   -  PULGA (1994)
 KS0611
 KS0611                         *CURRENT SURVEY CONTROL
 KS0611  ___________________________________________________________________
 KS0611* NAD 83(1986)-  39 47 41.     (N)    121 27 09.     (W)     SCALED    
 KS0611* NAVD 88     -       414.831  (meters)    1360.99   (feet)  ADJUSTED  
 KS0611  ___________________________________________________________________
 KS0611  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KS0611  DYNAMIC HT  -         414.555 (meters)    1360.09  (feet)  COMP
 KS0611  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 KS0611
 KS0611  VERT ORDER  -  FIRST     CLASS II
 KS0611
 KS0611.The horizontal coordinates were scaled from a topographic map and have
 KS0611.an estimated accuracy of +/- 6 seconds.
 KS0611
 KS0611.The orthometric height was determined by differential leveling
 KS0611.and adjusted in June 1991.
 KS0611
 KS0611.The geoid height was determined by GEOID03.
 KS0611
 KS0611.The dynamic height is computed by dividing the NAVD 88
 KS0611.geopotential number by the normal gravity value computed on the
 KS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0611.degrees latitude (g = 980.6199 gals.).
 KS0611
 KS0611.The modeled gravity was interpolated from observed gravity values.
 KS0611
 KS0611;                    North         East    Units  Estimated Accuracy
 KS0611;SPC CA 2     -   736,380.    2,046,890.      MT  (+/- 180 meters Scaled)
 KS0611
 KS0611                          SUPERSEDED SURVEY CONTROL
 KS0611
 KS0611  NGVD 29 (??/??/??)  414.078  (m)         1358.52   (f) ADJUSTED    1 2
 KS0611
 KS0611.Superseded values are not recommended for survey control.
 KS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0611.See file dsdata.txt to determine how the superseded data were derived.
 KS0611
 KS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK324061(NAD 83)
 KS0611_MARKER: X = CHISELED CROSS
 KS0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0611_SP_SET: BRIDGE
 KS0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0611
 KS0611  HISTORY     - Date     Condition        Report By
 KS0611  HISTORY     - UNK      MONUMENTED       PG+E
 KS0611  HISTORY     - 1952     GOOD             NGS
 KS0611  HISTORY     - 1956     GOOD             NGS
 KS0611
 KS0611                          STATION DESCRIPTION
 KS0611
 KS0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0611'0.5 MI S FROM PULGA.
 KS0611'0.5 MILE SOUTH ALONG WESTERN PACIFIC RAILROAD FROM THE STATION
 KS0611'AT PULGA, AT RAILROAD BRIDGE NO. 238.51, IN THE TOP OF THE WEST
 KS0611'END OF THE NORTH CONCRETE ABUTMENT, NOTE-- A PLANK WALL WAS BUILT
 KS0611'OVER THIS CHISELED CROSS AND PLANK WILL HAVE TO BE REMOVED TO
 KS0611'LEVEL TO CHISELED CROSS.
 KS0611
 KS0611                          STATION RECOVERY (1956)
 KS0611
 KS0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KS0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0535 ***********************************************************************
 KT0535  DESIGNATION -  55 SVIP
 KT0535  PID         -  KT0535
 KT0535  STATE/COUNTY-  CA/COLUSA
 KT0535  USGS QUAD   -  MAXWELL (1994)
 KT0535
 KT0535                         *CURRENT SURVEY CONTROL
 KT0535  ___________________________________________________________________
 KT0535* NAD 83(1986)-  39 16 34.     (N)    122 12 35.     (W)     SCALED    
 KT0535* NAVD 88     -        32.03   (+/-2cm)     105.1    (feet)  VERTCON   
 KT0535  ___________________________________________________________________
 KT0535  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 KT0535  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0535
 KT0535.The horizontal coordinates were scaled from a topographic map and have
 KT0535.an estimated accuracy of +/- 6 seconds.
 KT0535
 KT0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0535.The vertical order pertains to the NGVD 29 superseded value.
 KT0535
 KT0535.The geoid height was determined by GEOID03.
 KT0535
 KT0535;                    North         East    Units  Estimated Accuracy
 KT0535;SPC CA 2     -   678,680.    1,981,910.      MT  (+/- 180 meters Scaled)
 KT0535
 KT0535                          SUPERSEDED SURVEY CONTROL
 KT0535
 KT0535  NGVD 29 (??/??/92)   31.281  (m)          102.63   (f) ADJ UNCH    1 2
 KT0535
 KT0535.Superseded values are not recommended for survey control.
 KT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0535.See file dsdata.txt to determine how the superseded data were derived.
 KT0535
 KT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ681477(NAD 83)
 KT0535_MARKER: DD = SURVEY DISK
 KT0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0535_SP_SET: CULVERT
 KT0535_STAMPING: 55
 KT0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0535
 KT0535  HISTORY     - Date     Condition        Report By
 KT0535  HISTORY     - UNK      MONUMENTED       SVIP
 KT0535  HISTORY     - 1949     GOOD             NGS
 KT0535  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KT0535  HISTORY     - 20040415 MARK NOT FOUND   CADT
 KT0535
 KT0535                          STATION DESCRIPTION
 KT0535
 KT0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0535'1 MI W FROM MAXWELL.
 KT0535'1 MILE WEST ALONG LEESVILLE ROAD FROM THE POST OFFICE AT
 KT0535'MAXWELL, AT A CROSS ROAD, 49 FEET SOUTHWEST OF THE SOUTHWEST
 KT0535'CORNER OF A FENCE AROUND A CEMETERY, 40 FEET NORTH OF A POWER
 KT0535'POLE, 36.5 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER
 KT0535'LINES OF THE ROADS, 21.5 FEET SOUTH OF A FENCE CORNER, AND SET
 KT0535'IN THE CENTER OF THE NORTH CONCRETE HEADWALL OF AN IRRIGATION
 KT0535'CULVERT.
 KT0535
 KT0535                          STATION RECOVERY (1989)
 KT0535
 KT0535'RECOVERY NOTE BY US POWER SQUADRON 1989 (TM)
 KT0535'MARK NOT FOUND.
 KT0535
 KT0535                          STATION RECOVERY (2004)
 KT0535
 KT0535'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KT0535'HEADWALLS REPLACED BY CONCRETE BAGS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1204 ***********************************************************************
 HT1204  DESIGNATION -  55 USN
 HT1204  PID         -  HT1204
 HT1204  STATE/COUNTY-  CA/SANTA CLARA
 HT1204  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1204
 HT1204                         *CURRENT SURVEY CONTROL
 HT1204  ___________________________________________________________________
 HT1204* NAD 83(1986)-  37 24 33.     (N)    122 03 32.     (W)     SCALED    
 HT1204* NAVD 88     -         8.45   (+/-2cm)      27.7    (feet)  VERTCON   
 HT1204  ___________________________________________________________________
 HT1204  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1204  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1204
 HT1204.The horizontal coordinates were scaled from a topographic map and have
 HT1204.an estimated accuracy of +/- 6 seconds.
 HT1204
 HT1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1204.The vertical order pertains to the NGVD 29 superseded value.
 HT1204
 HT1204.The geoid height was determined by GEOID03.
 HT1204
 HT1204;                    North         East    Units  Estimated Accuracy
 HT1204;SPC CA 3     -   602,050.    1,862,000.      MT  (+/- 180 meters Scaled)
 HT1204
 HT1204                          SUPERSEDED SURVEY CONTROL
 HT1204
 HT1204  NGVD 29 (??/??/92)    7.630  (m)           25.03   (f) ADJ UNCH    1 2
 HT1204
 HT1204.Superseded values are not recommended for survey control.
 HT1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1204.See file dsdata.txt to determine how the superseded data were derived.
 HT1204
 HT1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG832406(NAD 83)
 HT1204_MARKER: Z = SEE DESCRIPTION
 HT1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1204_STAMPING: 55
 HT1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1204+STABILITY: SURFACE MOTION
 HT1204
 HT1204  HISTORY     - Date     Condition        Report By
 HT1204  HISTORY     - UNK      MONUMENTED       DOD
 HT1204  HISTORY     - 1954     GOOD             NGS
 HT1204  HISTORY     - 1967     GOOD             NGS
 HT1204
 HT1204                          STATION DESCRIPTION
 HT1204
 HT1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1204'AT MOFFETT FIELD.
 HT1204'AT MOFFETT FIELD, ALONG WESCOAT ROAD, 196.9 FEET NORTH OF THE NORTH
 HT1204'CURB OF THE ROAD, 143.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HT1204'BUILDING 20 (OFFICERS BATCHELORS QUARTERS), 137.5 FEET EAST OF THE
 HT1204'NORTHEAST CORNER OF BUILDING 22 (OFFICERS BATCHELORS QUARTERS GARAGE),
 HT1204'35.6 FEET NORTH OF THE NORTH WALL OF THE TENNIS COURT, BETWEEN TWO
 HT1204'2-INCH IRON PIPES DRIVEN INTO THE GROUND PROJECTING 3 FEET, AND
 HT1204'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 HT1204'GROUND.
 HT1204
 HT1204                          STATION RECOVERY (1967)
 HT1204
 HT1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2291 ***********************************************************************
 GU2291  DESIGNATION -  55.79
 GU2291  PID         -  GU2291
 GU2291  STATE/COUNTY-  CA/SANTA CRUZ
 GU2291  USGS QUAD   -  SOQUEL (1994)
 GU2291
 GU2291                         *CURRENT SURVEY CONTROL
 GU2291  ___________________________________________________________________
 GU2291* NAD 83(1986)-  36 58 09.     (N)    121 59 07.     (W)     SCALED    
 GU2291* NAVD 88     -        17.857  (meters)      58.59   (feet)  ADJUSTED  
 GU2291  ___________________________________________________________________
 GU2291  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GU2291  DYNAMIC HT  -          17.844 (meters)      58.54  (feet)  COMP
 GU2291  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 GU2291  OBS GRAVITY -     979,915.8   (mgal)                       GRAV_OBS
 GU2291
 GU2291  VERT ORDER  -  FIRST     CLASS I
 GU2291
 GU2291.The horizontal coordinates were scaled from a topographic map and have
 GU2291.an estimated accuracy of +/- 6 seconds.
 GU2291
 GU2291.The orthometric height was determined by differential leveling
 GU2291.and adjusted in February 1993.
 GU2291
 GU2291.The geoid height was determined by GEOID03.
 GU2291
 GU2291.The dynamic height is computed by dividing the NAVD 88
 GU2291.geopotential number by the normal gravity value computed on the
 GU2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2291.degrees latitude (g = 980.6199 gals.).
 GU2291
 GU2291.The modeled gravity was interpolated from observed gravity values.
 GU2291.The observed gravity was obtained from relative gravimeter ties
 GU2291.to the IGSN71 gravity network.
 GU2291
 GU2291;                    North         East    Units  Estimated Accuracy
 GU2291;SPC CA 3     -   553,120.    1,867,740.      MT  (+/- 180 meters Scaled)
 GU2291
 GU2291                          SUPERSEDED SURVEY CONTROL
 GU2291
 GU2291  NAVD 88 (06/15/91)   17.786  (m)           58.35   (f) UNKNOWN     1 1
 GU2291  NGVD 29 (10/21/93)   17.014  (m)           55.82   (f) ADJUSTED    1 1
 GU2291
 GU2291.Superseded values are not recommended for survey control.
 GU2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2291.See file dsdata.txt to determine how the superseded data were derived.
 GU2291
 GU2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF903919(NAD 83)
 GU2291_MARKER: DD = SURVEY DISK
 GU2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2291_SP_SET: CONCRETE POST
 GU2291_STAMPING: ELEV 55.79
 GU2291_MARK LOGO: CA-087
 GU2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2291+STABILITY: SURFACE MOTION
 GU2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2291+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 GU2291
 GU2291  HISTORY     - Date     Condition        Report By
 GU2291  HISTORY     - UNK      MONUMENTED       CA-087
 GU2291  HISTORY     - 1972     GOOD             NGS
 GU2291  HISTORY     - 1977     GOOD             NGS
 GU2291  HISTORY     - 19900220 GOOD             NGS
 GU2291
 GU2291                          STATION DESCRIPTION
 GU2291
 GU2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU2291'2.2 MI E FROM SANTA CRUZ.
 GU2291'2.25 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 GU2291'THE WEST CLIFF DRIVE OVERPASS AT SANTA CRUZ, AT THE SOUTHEAST
 GU2291'CORNER OF THE CROSSING OF 17TH AVENUE, 17.5 FEET SOUTH OF THE
 GU2291'SOUTH RAIL OF THE MAIN TRACK, 28 FEET EAST OF THE CENTER LINE
 GU2291'OF THE AVENUE, 2.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GU2291'METAL SIGNAL CONTROL BOX NO. 118.1, 12.6 FEET NRTHEAST OF
 GU2291'BENCH MARK Q 1237, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 GU2291'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 GU2291'SECTION 17, T11S, R1 W
 GU2291
 GU2291                          STATION RECOVERY (1977)
 GU2291
 GU2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2291'RECOVERED IN GOOD CONDITION.
 GU2291
 GU2291                          STATION RECOVERY (1990)
 GU2291
 GU2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0218 ***********************************************************************
 HR0218  DESIGNATION -  5519
 HR0218  PID         -  HR0218
 HR0218  STATE/COUNTY-  CA/INYO
 HR0218  USGS QUAD   -  DEEP SPRINGS LAKE (1994)
 HR0218
 HR0218                         *CURRENT SURVEY CONTROL
 HR0218  ___________________________________________________________________
 HR0218* NAD 83(1986)-  37 19 08.     (N)    118 05 25.     (W)     SCALED    
 HR0218* NAVD 88     -      1681.699  (meters)    5517.37   (feet)  ADJUSTED  
 HR0218  ___________________________________________________________________
 HR0218  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HR0218  DYNAMIC HT  -        1679.720 (meters)    5510.88  (feet)  COMP
 HR0218  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 HR0218
 HR0218  VERT ORDER  -  SECOND    CLASS 0
 HR0218
 HR0218.The horizontal coordinates were scaled from a topographic map and have
 HR0218.an estimated accuracy of +/- 6 seconds.
 HR0218
 HR0218.The orthometric height was determined by differential leveling
 HR0218.and adjusted in June 1991.
 HR0218
 HR0218.The geoid height was determined by GEOID03.
 HR0218
 HR0218.The dynamic height is computed by dividing the NAVD 88
 HR0218.geopotential number by the normal gravity value computed on the
 HR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0218.degrees latitude (g = 980.6199 gals.).
 HR0218
 HR0218.The modeled gravity was interpolated from observed gravity values.
 HR0218
 HR0218;                    North         East    Units  Estimated Accuracy
 HR0218;SPC CA 4     -   720,710.    2,080,640.      MT  (+/- 180 meters Scaled)
 HR0218
 HR0218                          SUPERSEDED SURVEY CONTROL
 HR0218
 HR0218  NGVD 29 (??/??/??) 1680.87   (m)         5514.7    (f) RESET       3  
 HR0218
 HR0218.Superseded values are not recommended for survey control.
 HR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0218.See file dsdata.txt to determine how the superseded data were derived.
 HR0218
 HR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB033308(NAD 83)
 HR0218_MARKER: P = PIPE CAP
 HR0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0218_STAMPING: 5519
 HR0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0218
 HR0218  HISTORY     - Date     Condition        Report By
 HR0218  HISTORY     - UNK      MONUMENTED       USGS
 HR0218  HISTORY     - 1938     GOOD             NGS
 HR0218  HISTORY     - 1984     GOOD             USGS
 HR0218
 HR0218                          STATION DESCRIPTION
 HR0218
 HR0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HR0218'18.2 MI SW FROM OASIS.
 HR0218'IN INYO COUNTY, 18.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO
 HR0218'BIGPINE FROM OASIS, MONO COUNTY, 96 FEET NORTHWEST OF MILEPOST
 HR0218'20, AND 55 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A UNITED
 HR0218'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5519 AND RIVETED
 HR0218'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HR0218
 HR0218                          STATION RECOVERY (1984)
 HR0218
 HR0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HR0218'19.1 MILES EAST AND NORTHEAST OF THE JUNCTION OF US 395 AND CA 168
 HR0218'ALONG CA 168, 0.2 MILES EAST OF THE SOUTHEAST CORNER OF SEC 23-T 7
 HR0218'S-R 35 E, AT AN INTERSECTION WITH A DIRT ROAD NORTHEAST, 53 FT.
 HR0218'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.8 FT. SOUTH OF A
 HR0218'WHITE 2 X 6 WOODEN WITNESS POST, A USGS STANDARD CAP, STAMPED '5519 B
 HR0218'F 5 1905', RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HR0218'1.2 FT. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0211 ***********************************************************************
 FV0211  DESIGNATION -  553 B
 FV0211  PID         -  FV0211
 FV0211  STATE/COUNTY-  CA/MONTEREY
 FV0211  USGS QUAD   -  BRADLEY (1979)
 FV0211
 FV0211                         *CURRENT SURVEY CONTROL
 FV0211  ___________________________________________________________________
 FV0211* NAD 83(1986)-  35 51 49.     (N)    120 47 39.     (W)     SCALED    
 FV0211* NAVD 88     -       169.370  (meters)     555.67   (feet)  ADJUSTED  
 FV0211  ___________________________________________________________________
 FV0211  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 FV0211  DYNAMIC HT  -         169.215 (meters)     555.17  (feet)  COMP
 FV0211  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FV0211
 FV0211  VERT ORDER  -  FIRST     CLASS I
 FV0211
 FV0211.The horizontal coordinates were scaled from a topographic map and have
 FV0211.an estimated accuracy of +/- 6 seconds.
 FV0211
 FV0211.The orthometric height was determined by differential leveling
 FV0211.and adjusted in June 1991.
 FV0211
 FV0211.The geoid height was determined by GEOID03.
 FV0211
 FV0211.The dynamic height is computed by dividing the NAVD 88
 FV0211.geopotential number by the normal gravity value computed on the
 FV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0211.degrees latitude (g = 980.6199 gals.).
 FV0211
 FV0211.The modeled gravity was interpolated from observed gravity values.
 FV0211
 FV0211;                    North         East    Units  Estimated Accuracy
 FV0211;SPC CA 4     -   560,360.    1,837,960.      MT  (+/- 180 meters Scaled)
 FV0211
 FV0211                          SUPERSEDED SURVEY CONTROL
 FV0211
 FV0211  NGVD 29 (??/??/??)  168.298  (m)          552.16   (f) ADJUSTED    1 1
 FV0211
 FV0211.Superseded values are not recommended for survey control.
 FV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0211.See file dsdata.txt to determine how the superseded data were derived.
 FV0211
 FV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE991710(NAD 83)
 FV0211_MARKER: P = PIPE CAP
 FV0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0211_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FV0211_STAMPING: 553 B CAL 1909
 FV0211_MARK LOGO: USGS  
 FV0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0211+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989
 FV0211
 FV0211  HISTORY     - Date     Condition        Report By
 FV0211  HISTORY     - 1909     MONUMENTED       USGS
 FV0211  HISTORY     - 1968     GOOD             NGS
 FV0211  HISTORY     - 19890111 GOOD             NGS
 FV0211
 FV0211                          STATION DESCRIPTION
 FV0211
 FV0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0211'0.2 MI E FROM BRADLEY.
 FV0211'0.2 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0211'FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 9, 0.05
 FV0211'MILE EAST OF THE CROSSING OF SARGENTS ROAD, 4 POLES EAST OF
 FV0211'MILEPOLE 196, 48.9 FEET NORTH OF THE NORTH RAIL, 16.8 FEET
 FV0211'NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE, 1 1/2
 FV0211'FEET NORTHWEST OF A FENCE CORNER, 1.2 FEET EAST OF A WITNESS
 FV0211'POST, ABOUT 4 FEET HIGHER THAN THE TRACK, AND RIVETED ON THE
 FV0211'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
 FV0211'GROUND.
 FV0211
 FV0211                          STATION RECOVERY (1989)
 FV0211
 FV0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0211'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--4
 FV0211'POLES EAST OF MILEPOLE 196, AND 16.8 FEET NORTHWEST OF A TELEPHONE
 FV0211'POLE.  NOTE--THE DISK IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1514 ***********************************************************************
 LU1514  DESIGNATION -  553 B
 LU1514  PID         -  LU1514
 LU1514  STATE/COUNTY-  CA/TRINITY
 LU1514  USGS QUAD   -  SALYER (1979)
 LU1514
 LU1514                         *CURRENT SURVEY CONTROL
 LU1514  ___________________________________________________________________
 LU1514* NAD 83(1986)-  40 53 21.     (N)    123 36 03.     (W)     SCALED    
 LU1514* NAVD 88     -       169.76   (+/-2cm)     557.0    (feet)  VERTCON   
 LU1514  ___________________________________________________________________
 LU1514  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 LU1514  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1514
 LU1514.The horizontal coordinates were scaled from a topographic map and have
 LU1514.an estimated accuracy of +/- 6 seconds.
 LU1514
 LU1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1514.The vertical order pertains to the NGVD 29 superseded value.
 LU1514
 LU1514.The geoid height was determined by GEOID03.
 LU1514
 LU1514;                    North         East    Units  Estimated Accuracy
 LU1514;SPC CA 1     -   673,990.    1,865,110.      MT  (+/- 180 meters Scaled)
 LU1514
 LU1514                          SUPERSEDED SURVEY CONTROL
 LU1514
 LU1514  NGVD 29 (??/??/92)  168.749  (m)          553.64   (f) ADJ UNCH    1 2
 LU1514
 LU1514.Superseded values are not recommended for survey control.
 LU1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1514.See file dsdata.txt to determine how the superseded data were derived.
 LU1514
 LU1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL493266(NAD 83)
 LU1514_MARKER: DD = SURVEY DISK
 LU1514_SETTING: 80 = SET IN A BOULDER
 LU1514_STAMPING: 553.185 B 1905
 LU1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1514+STABILITY: SURFACE MOTION
 LU1514
 LU1514  HISTORY     - Date     Condition        Report By
 LU1514  HISTORY     - 1905     MONUMENTED       USGS
 LU1514  HISTORY     - 1935     GOOD             NGS
 LU1514  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU1514
 LU1514                          STATION DESCRIPTION
 LU1514
 LU1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU1514'4 MI E FROM WILLOW CREEK.
 LU1514'IN TRINITY COUNTY, 4.0 MILES EAST ALONG U.S. HIGHWAY 299 FROM
 LU1514'WILLOW CREEK, HUMBOLDT COUNTY, AT THE JUNCTION OF TRINITY RIVER
 LU1514'AND SOUTH FORK RIVER, 160 FEET NORTH OF A HIGHWAY BRIDGE OVER
 LU1514'SOUTH FORK RIVER, 50 FEET NORTHWEST OF A FOREST SERVICE GARAGE,
 LU1514'IN THE TOP OF A BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 LU1514'STANDARD DISK, STAMPED 553.185 B 1905.  NOTE-- THIS BENCH MARK
 LU1514'WAS DESIGNATED 543 (USGS) IN THE ORIGINAL LIST.
 LU1514
 LU1514                          STATION RECOVERY (1988)
 LU1514
 LU1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0052 ***********************************************************************
 JS0052  DESIGNATION -  5532.51 35 E CAHD
 JS0052  PID         -  JS0052
 JS0052  STATE/COUNTY-  CA/EL DORADO
 JS0052  USGS QUAD   -  PYRAMID PEAK (1992)
 JS0052
 JS0052                         *CURRENT SURVEY CONTROL
 JS0052  ___________________________________________________________________
 JS0052* NAD 83(1986)-  38 47 23.     (N)    120 10 57.     (W)     SCALED    
 JS0052* NAVD 88     -      1687.60   (+/-2cm)    5536.7    (feet)  VERTCON   
 JS0052  ___________________________________________________________________
 JS0052  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JS0052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0052
 JS0052.The horizontal coordinates were scaled from a topographic map and have
 JS0052.an estimated accuracy of +/- 6 seconds.
 JS0052
 JS0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0052.The vertical order pertains to the NGVD 29 superseded value.
 JS0052
 JS0052.The geoid height was determined by GEOID03.
 JS0052
 JS0052;                    North         East    Units  Estimated Accuracy
 JS0052;SPC CA 2     -   626,240.    2,157,890.      MT  (+/- 180 meters Scaled)
 JS0052
 JS0052                          SUPERSEDED SURVEY CONTROL
 JS0052
 JS0052  NGVD 29 (??/??/92) 1686.410  (m)         5532.83   (f) ADJ UNCH    2 0
 JS0052
 JS0052.Superseded values are not recommended for survey control.
 JS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0052.See file dsdata.txt to determine how the superseded data were derived.
 JS0052
 JS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH447972(NAD 83)
 JS0052_MARKER: DB = BENCH MARK DISK
 JS0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0052_SP_SET: TREE ROOT
 JS0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0052
 JS0052  HISTORY     - Date     Condition        Report By
 JS0052  HISTORY     - UNK      MONUMENTED       CADH
 JS0052  HISTORY     - 1932     GOOD             NGS
 JS0052  HISTORY     - 1957     MARK NOT FOUND   NGS
 JS0052
 JS0052                          STATION DESCRIPTION
 JS0052
 JS0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 JS0052'13.9 MI SW FROM MYERS.
 JS0052'A FLAT PIECE OF IRON IN THE ROOT OF A 5 FEET CEDAR TREE LOCATED
 JS0052'10 YARDS SOUTH OF THE CENTER OF THE HIGHWAY AT PYRAMID PUBLIC
 JS0052'CAMP GROUNDS.
 JS0052
 JS0052                          STATION RECOVERY (1957)
 JS0052
 JS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JS0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0240 ***********************************************************************
 KS0240  DESIGNATION -  5533.4
 KS0240  PID         -  KS0240
 KS0240  STATE/COUNTY-  CA/PLACER
 KS0240  USGS QUAD   -  ROYAL GORGE (1979)
 KS0240
 KS0240                         *CURRENT SURVEY CONTROL
 KS0240  ___________________________________________________________________
 KS0240* NAD 83(1986)-  39 10 12.     (N)    120 23 30.     (W)     SCALED    
 KS0240* NAVD 88     -      1687.74   (+/-2cm)    5537.2    (feet)  VERTCON   
 KS0240  ___________________________________________________________________
 KS0240  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KS0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0240
 KS0240.The horizontal coordinates were scaled from a topographic map and have
 KS0240.an estimated accuracy of +/- 6 seconds.
 KS0240
 KS0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0240.The vertical order pertains to the NGVD 29 superseded value.
 KS0240
 KS0240.The geoid height was determined by GEOID03.
 KS0240
 KS0240;                    North         East    Units  Estimated Accuracy
 KS0240;SPC CA 2     -   668,110.    2,138,970.      MT  (+/- 180 meters Scaled)
 KS0240
 KS0240                          SUPERSEDED SURVEY CONTROL
 KS0240
 KS0240  NGVD 29 (??/??/??) 1686.593  (m)         5533.43   (f) ADJUSTED    2 0
 KS0240
 KS0240.Superseded values are not recommended for survey control.
 KS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0240.See file dsdata.txt to determine how the superseded data were derived.
 KS0240
 KS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ253388(NAD 83)
 KS0240_MARKER: N = NAIL
 KS0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0240_SP_SET: TREE
 KS0240_MARK LOGO: USGS  
 KS0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0240
 KS0240  HISTORY     - Date     Condition        Report By
 KS0240  HISTORY     - UNK      MONUMENTED       USGS
 KS0240  HISTORY     - 1952     GOOD             CGS
 KS0240
 KS0240                          STATION DESCRIPTION
 KS0240
 KS0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0240'25.7 MI SW FROM SODA SPRINGS.
 KS0240'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KS0240'AT SODA SPRINGS, THENCE 25.45 MILES SOUTHWEST ALONG THE SODA
 KS0240'SPRINGS-FRENCH MEADOWS ROAD, IN A CUT IN THE BASE OF THE EAST
 KS0240'SIDE OF A SUGAR PINE TREE, 108.0 FEET SOUTHWEST OF THE JUNCTION
 KS0240'OF A ROAD LEADING TO TALBOT CAMP GROUND, 14 1/2 FEET NORTH
 KS0240'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET HIGHER
 KS0240'THAN THE ROAD, AND MARED WITH A WHITE PAINTED BOARD WITH THE
 KS0240'NUMBERS 5533.4 ON IT, AND NAILED TO A TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0716 ***********************************************************************
 DY0716  DESIGNATION -  554 C OF LB
 DY0716  PID         -  DY0716
 DY0716  STATE/COUNTY-  CA/LOS ANGELES
 DY0716  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0716
 DY0716                         *CURRENT SURVEY CONTROL
 DY0716  ___________________________________________________________________
 DY0716* NAD 83(1986)-  33 49 56.     (N)    118 06 51.     (W)     SCALED    
 DY0716* NAVD 88     -        14.32   (+/-2cm)      47.0    (feet)  VERTCON   
 DY0716  ___________________________________________________________________
 DY0716  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY0716  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0716
 DY0716.The horizontal coordinates were scaled from a topographic map and have
 DY0716.an estimated accuracy of +/- 6 seconds.
 DY0716
 DY0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0716.The vertical order pertains to the NGVD 29 superseded value.
 DY0716
 DY0716.The geoid height was determined by GEOID03.
 DY0716
 DY0716;                    North         East    Units  Estimated Accuracy
 DY0716;SPC CA 5     -   536,860.    1,989,430.      MT  (+/- 180 meters Scaled)
 DY0716
 DY0716                          SUPERSEDED SURVEY CONTROL
 DY0716
 DY0716  NGVD 29 (??/??/92)   13.578  (m)           44.55   (f) ADJ UNCH    1 2
 DY0716
 DY0716.Superseded values are not recommended for survey control.
 DY0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0716.See file dsdata.txt to determine how the superseded data were derived.
 DY0716
 DY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT969441(NAD 83)
 DY0716_MARKER: B = BOLT
 DY0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0716+STABILITY: SURFACE MOTION
 DY0716
 DY0716  HISTORY     - Date     Condition        Report By
 DY0716  HISTORY     - UNK      MONUMENTED       CA1970
 DY0716  HISTORY     - 1946     GOOD             NGS
 DY0716  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0716
 DY0716                          STATION DESCRIPTION
 DY0716
 DY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0716'AT LONG BEACH.
 DY0716'AT LONG BEACH, AT THE INTERSECTION OF CARSON STREET AND WOODRUFF
 DY0716'AVENUE, 35.0 FEET NORTH OF THE CENTERLINE OF CARSON STREET,
 DY0716'29.0 FEET WEST OF THE CENTERLINE OF WOODRUFF AVENUE, 2.9 FEET
 DY0716'WEST OF POWER POLE NO. 222188-E, 0.7 FOOT LOWER THAN THE
 DY0716'GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 5 INCH PIPE WITH
 DY0716'A CAST IRON COVER MARKED LB.  A ROUNDED IRON BOLT IN THE TOP OF A
 DY0716'CONCRETE POST.  3.0 MILES EAST OF CHERRY AVENUE.
 DY0716
 DY0716                          STATION RECOVERY (1961)
 DY0716
 DY0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0220 ***********************************************************************
 FU0220  DESIGNATION -  554+32.00 CAHD
 FU0220  PID         -  FU0220
 FU0220  STATE/COUNTY-  CA/KERN
 FU0220  USGS QUAD   -  METTLER (1992)
 FU0220
 FU0220                         *CURRENT SURVEY CONTROL
 FU0220  ___________________________________________________________________
 FU0220* NAD 83(1986)-  35 04 36.     (N)    118 58 25.     (W)     SCALED    
 FU0220* NAVD 88     -       148.09   (+/-2cm)     485.9    (feet)  VERTCON   
 FU0220  ___________________________________________________________________
 FU0220  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 FU0220  VERT ORDER  -  THIRD (See Below)
 FU0220
 FU0220.The horizontal coordinates were scaled from a topographic map and have
 FU0220.an estimated accuracy of +/- 6 seconds.
 FU0220
 FU0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0220.The vertical order pertains to the NGVD 29 superseded value.
 FU0220
 FU0220.The geoid height was determined by GEOID03.
 FU0220
 FU0220;                    North         East    Units  Estimated Accuracy
 FU0220;SPC CA 5     -   675,320.    1,911,210.      MT  (+/- 180 meters Scaled)
 FU0220
 FU0220                          SUPERSEDED SURVEY CONTROL
 FU0220
 FU0220  NGVD 29 (??/??/??)  147.32   (m)          483.3    (f) RESET       3  
 FU0220
 FU0220.Superseded values are not recommended for survey control.
 FU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0220.See file dsdata.txt to determine how the superseded data were derived.
 FU0220
 FU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU200833(NAD 83)
 FU0220_MARKER: DD = SURVEY DISK
 FU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0220_STAMPING: 554+32.00
 FU0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0220+STABILITY: SURFACE MOTION
 FU0220
 FU0220  HISTORY     - Date     Condition        Report By
 FU0220  HISTORY     - UNK      MONUMENTED       CADH
 FU0220  HISTORY     - 1961     GOOD             NGS
 FU0220  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0220
 FU0220                          STATION DESCRIPTION
 FU0220
 FU0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0220'1.3 MI N FROM METTLER.
 FU0220'1.3 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0220'HIGHWAY 166 AND 33 AT METTLER, IN R20W T11N S1, 178 FEET NORTH OF
 FU0220'THE CENTER OF THE INTERSECTION OF VALPREDO AVENUE, BETWEEN THE
 FU0220'EAST AND WEST TRAFFIC LANES OF THE HIGHWAY, 36 FEET EAST OF THE
 FU0220'CENTER LINE OF THE WEST LANES, 35 FEET WEST OF THE CENTER LINE OF
 FU0220'THE EAST LANES, 145 1/2 FEET SOUTHWEST AND ACROSS THE EAST LANES
 FU0220'FROM POWER POLE 20574 10/8, 0.9 FOOT SOUTH OF A STEEL STATION MARKER
 FU0220'POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 FU0220'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0220
 FU0220                          STATION RECOVERY (1970)
 FU0220
 FU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0696 ***********************************************************************
 KT0696  DESIGNATION -  5548.6 USGS
 KT0696  PID         -  KT0696
 KT0696  STATE/COUNTY-  CA/TEHAMA
 KT0696  USGS QUAD   -  LOG SPRING (1967)
 KT0696
 KT0696                         *CURRENT SURVEY CONTROL
 KT0696  ___________________________________________________________________
 KT0696* NAD 83(1986)-  39 50 07.     (N)    122 49 29.     (W)     SCALED    
 KT0696* NAVD 88     -      1693.07   (+/-2cm)    5554.7    (feet)  VERTCON   
 KT0696  ___________________________________________________________________
 KT0696  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 KT0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0696
 KT0696.The horizontal coordinates were scaled from a topographic map and have
 KT0696.an estimated accuracy of +/- 6 seconds.
 KT0696
 KT0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0696.The vertical order pertains to the NGVD 29 superseded value.
 KT0696
 KT0696.The geoid height was determined by GEOID03.
 KT0696
 KT0696;                    North         East    Units  Estimated Accuracy
 KT0696;SPC CA 1     -   556,070.    1,929,400.      MT  (+/- 180 meters Scaled)
 KT0696
 KT0696                          SUPERSEDED SURVEY CONTROL
 KT0696
 KT0696  NGVD 29 (??/??/92) 1692.074  (m)         5551.41   (f) ADJ UNCH    2 0
 KT0696
 KT0696.Superseded values are not recommended for survey control.
 KT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0696.See file dsdata.txt to determine how the superseded data were derived.
 KT0696
 KT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK149094(NAD 83)
 KT0696_MARKER: N = NAIL
 KT0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0696_SP_SET: TREE
 KT0696_STAMPING: USGS BM
 KT0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0696
 KT0696  HISTORY     - Date     Condition        Report By
 KT0696  HISTORY     - UNK      MONUMENTED       USGS
 KT0696  HISTORY     - 1940     GOOD             NGS
 KT0696
 KT0696                          STATION DESCRIPTION
 KT0696
 KT0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0696'25.4 MI SW FROM PASKENTA.
 KT0696'LOCATED 25.35 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0696'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0696'THE MENDOCINO NATL. FOREST-- ABOUT 2.5 MILES WEST OF LOG SPRING
 KT0696'RANGER STATION-- ON OPEN RIDGE-- 10 FEET SOUTH OF CENTERLINE OF
 KT0696'ROAD-- COPPER NAIL AND WASHER SET IN ROOT OF 60 IN PINE AND
 KT0696'PAINTED U.S.B.M. 5548.6.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0266 ***********************************************************************
 HR0266  DESIGNATION -  5556
 HR0266  PID         -  HR0266
 HR0266  STATE/COUNTY-  CA/MONO
 HR0266  USGS QUAD   -  BENTON (1994)
 HR0266
 HR0266                         *CURRENT SURVEY CONTROL
 HR0266  ___________________________________________________________________
 HR0266* NAD 83(1986)-  37 51 35.     (N)    118 28 09.     (W)     SCALED    
 HR0266* NAVD 88     -      1692.628  (meters)    5553.23   (feet)  ADJUSTED  
 HR0266  ___________________________________________________________________
 HR0266  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 HR0266  DYNAMIC HT  -        1690.679 (meters)    5546.84  (feet)  COMP
 HR0266  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 HR0266
 HR0266  VERT ORDER  -  FIRST     CLASS II
 HR0266
 HR0266.The horizontal coordinates were scaled from a topographic map and have
 HR0266.an estimated accuracy of +/- 6 seconds.
 HR0266
 HR0266.The orthometric height was determined by differential leveling
 HR0266.and adjusted in June 1991.
 HR0266
 HR0266.The geoid height was determined by GEOID03.
 HR0266
 HR0266.The dynamic height is computed by dividing the NAVD 88
 HR0266.geopotential number by the normal gravity value computed on the
 HR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0266.degrees latitude (g = 980.6199 gals.).
 HR0266
 HR0266.The modeled gravity was interpolated from observed gravity values.
 HR0266
 HR0266;                    North         East    Units  Estimated Accuracy
 HR0266;SPC CA 3     -   652,840.    2,178,690.      MT  (+/- 180 meters Scaled)
 HR0266
 HR0266                          SUPERSEDED SURVEY CONTROL
 HR0266
 HR0266  NGVD 29 (??/??/92) 1691.360  (m)         5549.07   (f) ADJ UNCH    1 2
 HR0266
 HR0266.Superseded values are not recommended for survey control.
 HR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0266.See file dsdata.txt to determine how the superseded data were derived.
 HR0266
 HR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB707912(NAD 83)
 HR0266_MARKER: P = PIPE CAP
 HR0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0266_SP_SET: SHALLOW-SET PIPE
 HR0266_STAMPING: 5556 1913
 HR0266_MARK LOGO: USGS  
 HR0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0266
 HR0266  HISTORY     - Date     Condition        Report By
 HR0266  HISTORY     - 1913     MONUMENTED       USGS
 HR0266  HISTORY     - 1955     GOOD             NGS
 HR0266  HISTORY     - 1986     GOOD             NGS
 HR0266
 HR0266                          STATION DESCRIPTION
 HR0266
 HR0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0266'3.2 MI N FROM BENTON STATION.
 HR0266'3.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 HR0266'HIGHWAY 120 AT BENTON STATION, THENCE 0.2 MILE EAST ALONG A GRADED
 HR0266'ROAD, AT THE CROSSING OF AN ABANDONED SOUTHERN PACIFIC COMPANY
 HR0266'RAILROAD BED, 277 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 43
 HR0266'FEET SOUTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 6.7 FEET
 HR0266'WEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE RAILROAD
 HR0266'BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HR0266'1 FOOT ABOVE THE GROUND.  NOTE-- THE STAMPING INDICATED ON LITHO
 HR0266'LIST 218 DATED 2/9/40 IS IN ERROR.  THE MARK IS LEANING SLIGHTLY.
 HR0266'ROD HELD ON 555 OF 5556 DURING 1955 RELEVELING.
 HR0266
 HR0266                          STATION RECOVERY (1986)
 HR0266
 HR0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0266'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE EXCEPT
 HR0266'ADD--A CAP ON A 3-1/2-INCH IRON PIPE OF UNKNOWN DEPTH AND PROJECTING
 HR0266'30 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0703 ***********************************************************************
 DY0703  DESIGNATION -  556 C OF LB
 DY0703  PID         -  DY0703
 DY0703  STATE/COUNTY-  CA/LOS ANGELES
 DY0703  USGS QUAD   -  LONG BEACH (1981)
 DY0703
 DY0703                         *CURRENT SURVEY CONTROL
 DY0703  ___________________________________________________________________
 DY0703* NAD 83(1986)-  33 49 56.     (N)    118 09 05.     (W)     SCALED    
 DY0703* NAVD 88     -        17.80   (+/-2cm)      58.4    (feet)  VERTCON   
 DY0703  ___________________________________________________________________
 DY0703  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0703  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0703
 DY0703.The horizontal coordinates were scaled from a topographic map and have
 DY0703.an estimated accuracy of +/- 6 seconds.
 DY0703
 DY0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0703.The vertical order pertains to the NGVD 29 superseded value.
 DY0703
 DY0703.The geoid height was determined by GEOID03.
 DY0703
 DY0703;                    North         East    Units  Estimated Accuracy
 DY0703;SPC CA 5     -   536,860.    1,985,990.      MT  (+/- 180 meters Scaled)
 DY0703
 DY0703                          SUPERSEDED SURVEY CONTROL
 DY0703
 DY0703  NGVD 29 (??/??/92)   17.041  (m)           55.91   (f) ADJ UNCH    1 2
 DY0703
 DY0703.Superseded values are not recommended for survey control.
 DY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0703.See file dsdata.txt to determine how the superseded data were derived.
 DY0703
 DY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT934441(NAD 83)
 DY0703_MARKER: B = BOLT
 DY0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0703_SP_SET: CULVERT
 DY0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0703+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DY0703
 DY0703  HISTORY     - Date     Condition        Report By
 DY0703  HISTORY     - UNK      MONUMENTED       CA1970
 DY0703  HISTORY     - 1946     GOOD             NGS
 DY0703  HISTORY     - 1961     GOOD             NGS
 DY0703  HISTORY     - 20020819 GOOD             INDIV
 DY0703
 DY0703                          STATION DESCRIPTION
 DY0703
 DY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0703'AT LONG BEACH.
 DY0703'AT LONG BEACH, 0.6 MILE WEST ALONG CARSON STREET FROM THE
 DY0703'INTERSECTION OF CARSON STREET AND LAKEWOOD BOULEVARD, 500 FEET
 DY0703'EAST OF THE ENTRANCE TO LAKEWOOD COUNTRY CLUB, A SQUARE BOLT
 DY0703'AT THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 DY0703'AND PEDESTRIAN UNDERPASS, 12.0 FEET SOUTH OF THE SOUTH CURB OF
 DY0703'CARSON STREET, 0.5 FOOT WEST OF THE EAST END OF THE HEADWALL,
 DY0703'2.0 FEET HIGHER THAN STREET LEVEL.  0.9 MILE EAST OF CHERRY
 DY0703'AVENUE.
 DY0703
 DY0703                          STATION RECOVERY (1961)
 DY0703
 DY0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0703'RECOVERED IN GOOD CONDITION.
 DY0703
 DY0703                          STATION RECOVERY (2002)
 DY0703
 DY0703'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MB)
 DY0703'STATION MARK(BOLT)IS NOW ABOUT 6 FEET SOUTH OF THE SOUTH CURB OF
 DY0703'CARSON STREET, DUE TO THE ADDITION OF A EAST BOUND LANE.  MARK IS
 DY0703'ABOUT 1 FOOT ABOVE STREET LEVEL.  PAINTED IN LT. BLUE NEXT TO THE MARK
 DY0703'ON THE CONCERT IS THE DESIGNATION 0556.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1040 ***********************************************************************
 EW1040  DESIGNATION -  557.59 C OF SM
 EW1040  PID         -  EW1040
 EW1040  STATE/COUNTY-  CA/LOS ANGELES
 EW1040  USGS QUAD   -  EL MONTE (1994)
 EW1040
 EW1040                         *CURRENT SURVEY CONTROL
 EW1040  ___________________________________________________________________
 EW1040* NAD 83(1986)-  34 07 16.     (N)    118 06 21.     (W)     SCALED    
 EW1040* NAVD 88     -       173.40   (+/-2cm)     568.9    (feet)  VERTCON   
 EW1040  ___________________________________________________________________
 EW1040  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EW1040  VERT ORDER  -  THIRD (See Below)
 EW1040
 EW1040.The horizontal coordinates were scaled from a topographic map and have
 EW1040.an estimated accuracy of +/- 6 seconds.
 EW1040
 EW1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1040.The vertical order pertains to the NGVD 29 superseded value.
 EW1040
 EW1040.The geoid height was determined by GEOID03.
 EW1040
 EW1040;                    North         East    Units  Estimated Accuracy
 EW1040;SPC CA 5     -   568,900.    1,990,240.      MT  (+/- 180 meters Scaled)
 EW1040
 EW1040                          SUPERSEDED SURVEY CONTROL
 EW1040
 EW1040  NGVD 29 (??/??/??)  172.64   (m)          566.4    (f) RESET       3  
 EW1040
 EW1040.Superseded values are not recommended for survey control.
 EW1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1040.See file dsdata.txt to determine how the superseded data were derived.
 EW1040
 EW1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT980761(NAD 83)
 EW1040_MARKER: DD = SURVEY DISK
 EW1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1040_SP_SET: STEP
 EW1040_STAMPING: 557.59
 EW1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1040
 EW1040  HISTORY     - Date     Condition        Report By
 EW1040  HISTORY     - UNK      MONUMENTED       CA3380
 EW1040  HISTORY     - 1961     GOOD             NGS
 EW1040  HISTORY     - 1966     GOOD             NGS
 EW1040
 EW1040                          STATION DESCRIPTION
 EW1040
 EW1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1040'AT SAN MARINO.
 EW1040'AT SAN MARINO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 EW1040'SAN MARINO AVENUE AND HUNTINGTON DRIVE, AT THE NORTH ENTRANCE
 EW1040'TO THE CITY HALL, IN THE TOP OF THE EAST END OF THE BOTTOM STEP
 EW1040'OF THE ENTRANCE.
 EW1040
 EW1040                          STATION RECOVERY (1966)
 EW1040
 EW1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1172 ***********************************************************************
 JS1172  DESIGNATION -  558+85.82 USE
 JS1172  PID         -  JS1172
 JS1172  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1172  USGS QUAD   -  TERMINOUS (1993)
 JS1172
 JS1172                         *CURRENT SURVEY CONTROL
 JS1172  ___________________________________________________________________
 JS1172* NAD 83(1986)-  38 00 46.     (N)    121 27 37.     (W)     SCALED    
 JS1172* NAVD 88     -         3.00   (+/-2cm)       9.8    (feet)  VERTCON   
 JS1172  ___________________________________________________________________
 JS1172  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JS1172  VERT ORDER  -  THIRD (See Below)
 JS1172
 JS1172.The horizontal coordinates were scaled from a topographic map and have
 JS1172.an estimated accuracy of +/- 6 seconds.
 JS1172
 JS1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1172.The vertical order pertains to the NGVD 29 superseded value.
 JS1172
 JS1172.The geoid height was determined by GEOID03.
 JS1172
 JS1172;                    North         East    Units  Estimated Accuracy
 JS1172;SPC CA 3     -   668,320.    1,915,680.      MT  (+/- 180 meters Scaled)
 JS1172
 JS1172                          SUPERSEDED SURVEY CONTROL
 JS1172
 JS1172  NGVD 29 (??/??/??)    2.33   (m)            7.6    (f) RESET       3  
 JS1172
 JS1172.Superseded values are not recommended for survey control.
 JS1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1172.See file dsdata.txt to determine how the superseded data were derived.
 JS1172
 JS1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH351083(NAD 83)
 JS1172_MARKER: Z = SEE DESCRIPTION
 JS1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1172_STAMPING: 558 + 85.82 POT
 JS1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1172+STABILITY: SURFACE MOTION
 JS1172
 JS1172  HISTORY     - Date     Condition        Report By
 JS1172  HISTORY     - UNK      MONUMENTED       DOD
 JS1172  HISTORY     - 1951     GOOD             NGS
 JS1172  HISTORY     - 1960     MARK NOT FOUND   NGS
 JS1172
 JS1172                          STATION DESCRIPTION
 JS1172
 JS1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1172'IN MC DONALD TRACT.
 JS1172'ON THE NORTHEAST SIDE OF MC DONALD TRACT, 3.5 MILES NORTH ALONG
 JS1172'A PAVED LEVEE ROAD FROM MC DONALD FERRY, AT THE CONFLUENCE OF
 JS1172'STOCKTON DEEP WATER CHANNEL AND HAYPRESS REACH, 76 FEET NORTHWEST
 JS1172'OF PILE 2 (USED), 51 1/2 FEET EAST OF THE CENTER LINE OF THE LEVEE
 JS1172'ROAD, 15 FEET WEST OF THE EAST EDGE OF THE LEVEE, 1.8 FEET SOUTHEAST
 JS1172'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 JS1172'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JS1172
 JS1172                          STATION RECOVERY (1960)
 JS1172
 JS1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JS1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0642 ***********************************************************************
 LT0642  DESIGNATION -  5582=BALD MTN
 LT0642  PID         -  LT0642
 LT0642  STATE/COUNTY-  CA/SHASTA
 LT0642  USGS QUAD   -  HOGBACK RIDGE (1995)
 LT0642
 LT0642                         *CURRENT SURVEY CONTROL
 LT0642  ___________________________________________________________________
 LT0642* NAD 83(1994)-  40 54 02.51743(N)    121 22 41.93103(W)     ADJUSTED  
 LT0642* NAVD 88     -      1700.9    (meters)    5580.     (feet)  VERTCON   
 LT0642  ___________________________________________________________________
 LT0642  LAPLACE CORR-           7.48  (seconds)                    DEFLEC99
 LT0642  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 LT0642  HORZ ORDER  -  SECOND
 LT0642
 LT0642.The horizontal coordinates were established by classical geodetic methods
 LT0642.and adjusted by the National Geodetic Survey in June 1998.
 LT0642
 LT0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0642
 LT0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LT0642
 LT0642.The geoid height was determined by GEOID03.
 LT0642
 LT0642;                    North         East     Units Scale Factor Converg.
 LT0642;SPC CA 1     -   674,221.836 2,052,378.150   MT  0.99989529   +0 24 23.4
 LT0642;SPC CA 1     - 2,212,009.47  6,733,510.65   sFT  0.99989529   +0 24 23.4
 LT0642;UTM  10      - 4,528,999.685   636,593.385   MT  0.99982964   +1 03 43.1
 LT0642
 LT0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LT0642!SPC CA 1     -   0.99973703  x   0.99989529  =   0.99963235
 LT0642!UTM  10      -   0.99973703  x   0.99982964  =   0.99956671
 LT0642
 LT0642|---------------------------------------------------------------------|
 LT0642| PID    Reference Object                     Distance      Geod. Az  |
 LT0642|                                                           dddmmss.s |
 LT0642| DB6213 BALD MTN RM 1                        10.744 METERS 19801     |
 LT0642| DB6214 BALD MTN RM 2                         5.467 METERS 31519     |
 LT0642| DB6212 BALD MTN AZ MK                                     3195707.3 |
 LT0642| MW0873 MCARTHUR MUNICIPAL TANK             APPROX.16.2 KM 3533807.7 |
 LT0642|---------------------------------------------------------------------|
 LT0642
 LT0642                          SUPERSEDED SURVEY CONTROL
 LT0642
 LT0642  NAD 83(1992)-  40 54 02.51743(N)    121 22 41.93103(W) AD(1991.35) 2
 LT0642  NAD 83(1986)-  40 54 02.52431(N)    121 22 41.93901(W) AD(1984.00) 2
 LT0642  NAD 27      -  40 54 02.93800(N)    121 22 38.02400(W) AD(       ) 2
 LT0642  NGVD 29 (07/19/86) 1699.9    (m)         5577.     (f) VERT ANG    3  
 LT0642
 LT0642.Superseded values are not recommended for survey control.
 LT0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0642.See file dsdata.txt to determine how the superseded data were derived.
 LT0642
 LT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL3659329000(NAD 83)
 LT0642
 LT0642  HISTORY     - Date     Condition        Report By
 LT0642  HISTORY     - 1948     MONUMENTED       CGS
 LT0642
 LT0642                          STATION DESCRIPTION
 LT0642
 LT0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 LT0642'THE STATION IS LOCATED ON A LONE, SLIGHTLY-TIMBERED, PEAK,
 LT0642'AND IS THE HIGHEST, MOST PROMINENT PEAK IN THE VICINITY, ABOUT
 LT0642'8 MILES SOUTH SOUTHEAST OF FALL RIVER MILLS, ABOUT 1-1/2 MILES
 LT0642'SOUTH SOUTHWEST OF THE ST JOHNS RANCH BUILDINGS.
 LT0642'
 LT0642'TO REACH, FROM FALL RIVER MILLS, GO SOUTHEAST 0.4 MILE (CROSSING
 LT0642'PIT RIVER) TO FORKS.  TAKE RIGHT FORK, AND GO SOUTH 4.2 MILES
 LT0642'TO SIDE ROAD LEFT.  TURN LEFT, AS PER SIGN ST JOHNS-PETERSON
 LT0642'RN-MOON SPR., AND GO EASTERLY 2.2 MILES TO CATTLE GUARD,
 LT0642'AND THE AZIMUTH MARK.  CONTINUE, THROUGH CATTLE GUARD, AND
 LT0642'GO SOUTH 1.2 MILES TO FORKS.  TAKE RIGHT FORK, AND GO SOUTH 0.2
 LT0642'MILE TO FORKS AND JUST AFTER PASSING THROUGH GATE.  TURN SHARP
 LT0642'RIGHT, PASSING THROUGH GATE, AND GO SOUTH ALONG THE WEST SIDE
 LT0642'OF MOUNTAIN 1.1 MILES TO FORKS.  TAKE LEFT FORK, AND GO
 LT0642'EASTERLY 0.6 MILE INTO CANYON AND END OF TRUCK TRAVEL.  THENCE
 LT0642'PACK, SOUTH TO CREST OF RIDGE.  THENCE BEAR LEFT, ALONG
 LT0642'CREST OF RIDGE TO HIGHEST POINT AND STATION SITE.
 LT0642'
 LT0642'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 LT0642'DATUM VA 5582 FEET, SET INTO A DRILL HOLE IN A BOULDER WHICH
 LT0642'PROJECTS ABOUT 12 INCHES.
 LT0642'
 LT0642'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BALD MTN
 LT0642'USGS NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER 4 FEET
 LT0642'IN DIAMETER WHICH PROJECTS ABOUT 3 FEET AND IS ABOUT 4 FEET
 LT0642'LOWER THAN THE STATION.
 LT0642'
 LT0642'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BALD MTN
 LT0642'USGS NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER 10 FEET
 LT0642'IN DIAMETER WHICH PROJECTS ABOUT 8 FEET AND IS ABOUT 3 FEET
 LT0642'HIGHER THAN THE STATION.
 LT0642'
 LT0642'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BALD MTN USGS
 LT0642'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 LT0642'ABOUT 4 INCHES.  IT IS LOCATED ALONG THE ST JOHNS RANCH ROAD,
 LT0642'ABOUT 120 FEET WEST OF THE CATTLE GUARD, ABOUT 100 FEET NORTHWEST
 LT0642'OF THE ROCK FENCE, AND 70 FEET SOUTHWEST OF THE GRAVELED
 LT0642'ROAD.
 LT0642'
 LT0642'OFFICE NOTE--PRELIMINARY COMPUTATIONS OF GEOGRAPHIC POSITIONS
 LT0642'INDICATE THAT THIS IS NOT THE SAME AS THE 1920 POSITION.
 LT0642'ACCORDING TO THE 1916 USGS DESCRIPTION, THE SIGNAL WAS 10.49
 LT0642'METERS FROM THE MARK IN THE DIRECTION OF FALL RIVER MILLS.
 LT0642'THE 1920 OBSERVATIONS MAY HAVE BEEN ON THE SIGNAL INSTEAD
 LT0642'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0332 ***********************************************************************
 JT0332  DESIGNATION -  56
 JT0332  PID         -  JT0332
 JT0332  STATE/COUNTY-  CA/SOLANO
 JT0332  USGS QUAD   -  MARE ISLAND (1980)
 JT0332
 JT0332                         *CURRENT SURVEY CONTROL
 JT0332  ___________________________________________________________________
 JT0332* NAD 83(1986)-  38 06 05.     (N)    122 15 40.     (W)     SCALED    
 JT0332* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 JT0332  ___________________________________________________________________
 JT0332  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JT0332  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0332
 JT0332.The horizontal coordinates were scaled from a topographic map and have
 JT0332.an estimated accuracy of +/- 6 seconds.
 JT0332
 JT0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0332.The vertical order pertains to the NGVD 29 superseded value.
 JT0332
 JT0332.The geoid height was determined by GEOID03.
 JT0332
 JT0332;                    North         East    Units  Estimated Accuracy
 JT0332;SPC CA 2     -   548,290.    1,977,100.      MT  (+/- 180 meters Scaled)
 JT0332
 JT0332                          SUPERSEDED SURVEY CONTROL
 JT0332
 JT0332  NGVD 29 (??/??/92)    2.27   (m)            7.4    (f) COMPUTED    1 2
 JT0332
 JT0332.Superseded values are not recommended for survey control.
 JT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0332.See file dsdata.txt to determine how the superseded data were derived.
 JT0332
 JT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647173(NAD 83)
 JT0332_MARKER: DD = SURVEY DISK
 JT0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0332_SP_SET: SEWER HEADWALL
 JT0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0332
 JT0332  HISTORY     - Date     Condition        Report By
 JT0332  HISTORY     - UNK      MONUMENTED       CA4020
 JT0332  HISTORY     - 1950     GOOD             NGS
 JT0332  HISTORY     - 1961     GOOD             NGS
 JT0332  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0332
 JT0332                          STATION DESCRIPTION
 JT0332
 JT0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0332'AT VALLEJO.
 JT0332'AT VALLEJO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 JT0332'GEORGIA AND BRANCIFORTE STREETS, AT A CITY STORM SEWER, IN
 JT0332'THE TOP OF THE NORTHEAST END OF A CONCRETE HEADWALL, 5.5 FEET
 JT0332'NORTH OF A POINT IN LINE WITH THE SOUTH EDGE OF THE NORTH CURB
 JT0332'OF GEORGIA STREET, 3.7 FEET WEST OF A POINT IN LINE WITH THE EAST
 JT0332'EDGE OF THE WEST CURB OF BRANCIFORTE STREET, 0.6 FOOT NORTHWEST
 JT0332'OF THE SOUTHEAST EDGE OF A ROUNDED CURB, AND FLUSH WITH THE
 JT0332'SIDEWALK.
 JT0332
 JT0332                          STATION RECOVERY (1961)
 JT0332
 JT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0332'RECOVERED IN GOOD CONDITION.
 JT0332
 JT0332                          STATION RECOVERY (1987)
 JT0332
 JT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1351 ***********************************************************************
 JS1351  DESIGNATION -  56
 JS1351  PID         -  JS1351
 JS1351  STATE/COUNTY-  CA/SACRAMENTO
 JS1351  USGS QUAD   -  SLOUGHHOUSE (1993)
 JS1351
 JS1351                         *CURRENT SURVEY CONTROL
 JS1351  ___________________________________________________________________
 JS1351* NAD 83(1986)-  38 27 58.     (N)    121 09 24.     (W)     SCALED    
 JS1351* NAVD 88     -        40.91   (+/-2cm)     134.2    (feet)  VERTCON   
 JS1351  ___________________________________________________________________
 JS1351  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JS1351  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1351
 JS1351.The horizontal coordinates were scaled from a topographic map and have
 JS1351.an estimated accuracy of +/- 6 seconds.
 JS1351
 JS1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1351.The vertical order pertains to the NGVD 29 superseded value.
 JS1351
 JS1351.The geoid height was determined by GEOID03.
 JS1351
 JS1351;                    North         East    Units  Estimated Accuracy
 JS1351;SPC CA 2     -   589,090.    2,073,600.      MT  (+/- 180 meters Scaled)
 JS1351
 JS1351                          SUPERSEDED SURVEY CONTROL
 JS1351
 JS1351  NGVD 29 (??/??/92)   40.179  (m)          131.82   (f) ADJ UNCH    1 2
 JS1351
 JS1351.Superseded values are not recommended for survey control.
 JS1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1351.See file dsdata.txt to determine how the superseded data were derived.
 JS1351
 JS1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH608591(NAD 83)
 JS1351_MARKER: DB = BENCH MARK DISK
 JS1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1351+STABILITY: SURFACE MOTION
 JS1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1351+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 JS1351
 JS1351  HISTORY     - Date     Condition        Report By
 JS1351  HISTORY     - UNK      MONUMENTED       CGS
 JS1351  HISTORY     - 1949     GOOD             NGS
 JS1351  HISTORY     - 20040413 GOOD             CADT
 JS1351  HISTORY     - 20040707 GOOD             CADWR
 JS1351
 JS1351                          STATION DESCRIPTION
 JS1351
 JS1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS1351'3.2 MI SE FROM SLOUGHHOUSE.
 JS1351'3.2 MILES SOUTHEAST ALONG MEISS ROAD FROM THE POST OFFICE AT
 JS1351'SLOUGHHOUSE, ON THE OUTSIDE OF A CURVE, 148 FEET WEST OF THE
 JS1351'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 105 FEET SOUTHEAST
 JS1351'OF A POWER LINE POLE WITH A GUYWIRE, 36 FEET SOUTH OF THE CENTER
 JS1351'LINE OF THE ROAD, 2.4 FEET NORTH OF A FENCE, 1.7 FEET SOUTH OF
 JS1351'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JS1351'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JS1351'NOTE-- PREVIOUSLY DESIGNATED 56 (USC+GS+SS)
 JS1351
 JS1351                          STATION RECOVERY (2004)
 JS1351
 JS1351'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1351'RECOVERED IN GOOD CONDITION.
 JS1351
 JS1351                          STATION RECOVERY (2004)
 JS1351
 JS1351'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (BWW)
 JS1351'3.2 MILES SE OF SLOUGHHOUSE. ON MEISS RD 0.9MILES EAST OF INTERSECTION
 JS1351'WITH DILLARD RD.
 JS1351' 
 JS1351'REST OF DESCRIPTION GOOD JUST REPLACING CALL TO POST OFFICE WITH CALL
 JS1351'TO DILLARD RD. BRIDGE IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0720 ***********************************************************************
 HT0720  DESIGNATION -  56
 HT0720  PID         -  HT0720
 HT0720  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0720  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0720
 HT0720                         *CURRENT SURVEY CONTROL
 HT0720  ___________________________________________________________________
 HT0720* NAD 83(1986)-  37 48 29.     (N)    122 25 36.     (W)     SCALED    
 HT0720* NAVD 88     -         3.800  (meters)      12.47   (feet)  ADJUSTED  
 HT0720  ___________________________________________________________________
 HT0720  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HT0720  DYNAMIC HT  -           3.798 (meters)      12.46  (feet)  COMP
 HT0720  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 HT0720
 HT0720  VERT ORDER  -  FIRST     CLASS I
 HT0720
 HT0720.The horizontal coordinates were scaled from a topographic map and have
 HT0720.an estimated accuracy of +/- 6 seconds.
 HT0720
 HT0720.The orthometric height was determined by differential leveling
 HT0720.and adjusted in June 1991.
 HT0720
 HT0720.The geoid height was determined by GEOID03.
 HT0720
 HT0720.The dynamic height is computed by dividing the NAVD 88
 HT0720.geopotential number by the normal gravity value computed on the
 HT0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0720.degrees latitude (g = 980.6199 gals.).
 HT0720
 HT0720.The modeled gravity was interpolated from observed gravity values.
 HT0720
 HT0720;                    North         East    Units  Estimated Accuracy
 HT0720;SPC CA 3     -   646,920.    1,830,360.      MT  (+/- 180 meters Scaled)
 HT0720
 HT0720                          SUPERSEDED SURVEY CONTROL
 HT0720
 HT0720  NGVD 29 (??/??/??)    2.966  (m)            9.73   (f) ADJUSTED    1 1
 HT0720
 HT0720.Superseded values are not recommended for survey control.
 HT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0720.See file dsdata.txt to determine how the superseded data were derived.
 HT0720
 HT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG504846(NAD 83)
 HT0720_MARKER: DD = SURVEY DISK
 HT0720_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT0720_SP_SET: PIER
 HT0720_STAMPING: 56
 HT0720_MARK LOGO: USE   
 HT0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0720+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 HT0720
 HT0720  HISTORY     - Date     Condition        Report By
 HT0720  HISTORY     - UNK      MONUMENTED       DOD
 HT0720  HISTORY     - 1952     GOOD             NGS
 HT0720  HISTORY     - 1969     GOOD             NGS
 HT0720  HISTORY     - 19880919 GOOD             NGS
 HT0720
 HT0720                          STATION DESCRIPTION
 HT0720
 HT0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HT0720'AT SAN FRANCISCO.
 HT0720'AT SAN FRANCISCO, AT THE FOOT OF VAN NESS STREET, AT THE
 HT0720'SOUTHWEST END OF MUNICIPAL PIER, IN THE TOP OF THE CONCRETE
 HT0720'FLOOR OF THE PIER, 27 1/2 FEET EAST OF THE CENTER LINE OF THE
 HT0720'PIER, 3.1 FEET NORTH OF THE SOUTH END, AND 2.0 FEET WEST OF THE
 HT0720'EAST CONCRETE GUARD RAIL.
 HT0720
 HT0720                          STATION RECOVERY (1969)
 HT0720
 HT0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0720'RECOVERED IN GOOD CONDITION.
 HT0720
 HT0720                          STATION RECOVERY (1988)
 HT0720
 HT0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1508 ***********************************************************************
 KS1508  DESIGNATION -  56 06
 KS1508  PID         -  KS1508
 KS1508  STATE/COUNTY-  CA/PLUMAS
 KS1508  USGS QUAD   -  JOHNSVILLE (1994)
 KS1508
 KS1508                         *CURRENT SURVEY CONTROL
 KS1508  ___________________________________________________________________
 KS1508* NAD 83(1992)-  39 52 25.45419(N)    120 44 51.76246(W)     ADJUSTED  
 KS1508* NAVD 88     -      1313.6    (meters)    4310.     (feet)  VERTCON   
 KS1508  ___________________________________________________________________
 KS1508  EPOCH DATE  -        1991.35
 KS1508  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KS1508  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KS1508  HORZ ORDER  -  SECOND
 KS1508
 KS1508.The horizontal coordinates were established by classical geodetic methods
 KS1508.and adjusted by the National Geodetic Survey in March 1994.
 KS1508.The horizontal coordinates are valid at the epoch date displayed above.
 KS1508.The epoch date for horizontal control is a decimal equivalence
 KS1508.of Year/Month/Day.
 KS1508
 KS1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1508
 KS1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1508
 KS1508.The geoid height was determined by GEOID03.
 KS1508
 KS1508;                    North         East     Units Scale Factor Converg.
 KS1508;SPC CA 1     -   560,772.638 2,107,134.436   MT  1.00003418   +0 49 07.9
 KS1508;SPC CA 1     - 1,839,801.56  6,913,156.90   sFT  1.00003418   +0 49 07.9
 KS1508;SPC CA 2     -   745,745.332 2,107,132.046   MT  1.00000948   +0 47 22.3
 KS1508;SPC CA 2     - 2,446,666.14  6,913,149.05   sFT  1.00000948   +0 47 22.3
 KS1508;UTM  10      - 4,416,171.248   692,617.213   MT  1.00005677   +1 26 39.8
 KS1508
 KS1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1508!SPC CA 1     -   0.99979763  x   1.00003418  =   0.99983181
 KS1508!SPC CA 2     -   0.99979763  x   1.00000948  =   0.99980711
 KS1508!UTM  10      -   0.99979763  x   1.00005677  =   0.99985439
 KS1508
 KS1508:                Primary Azimuth Mark                     Grid Az
 KS1508:SPC CA 1     -  56 66 CADH 1971                          084 55 24.6
 KS1508:SPC CA 2     -  56 66 CADH 1971                          084 57 10.2
 KS1508:UTM  10      -  56 66 CADH 1971                          084 17 52.7
 KS1508
 KS1508|---------------------------------------------------------------------|
 KS1508| PID    Reference Object                     Distance      Geod. Az  |
 KS1508|                                                           dddmmss.s |
 KS1508| KS1507 56 66 CADH 1971                     APPROX. 1.0 KM 0854432.5 |
 KS1508| DB6128 56 06 RM 1                            7.468 METERS 11118     |
 KS1508| DB6129 56 06 RM 2                            3.984 METERS 17059     |
 KS1508|---------------------------------------------------------------------|
 KS1508
 KS1508                          SUPERSEDED SURVEY CONTROL
 KS1508
 KS1508  NAD 83(1986)-  39 52 25.45496(N)    120 44 51.75777(W) AD(1984.00) 2
 KS1508  NAD 27      -  39 52 25.83646(N)    120 44 47.94469(W) AD(       ) 2
 KS1508  NGVD 29 (07/19/86) 1312.6    (m)         4306.     (f) VERT ANG    3  
 KS1508
 KS1508.Superseded values are not recommended for survey control.
 KS1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1508.See file dsdata.txt to determine how the superseded data were derived.
 KS1508
 KS1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9261716171(NAD 83)
 KS1508_MARKER: DD = SURVEY DISK
 KS1508_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KS1508
 KS1508  HISTORY     - Date     Condition        Report By
 KS1508  HISTORY     - 1971     MONUMENTED       CADT
 KS1508
 KS1508                          STATION DESCRIPTION
 KS1508
 KS1508'DESCRIBED BY CALTRANS 1971
 KS1508'THE STATION IS LOCATED ABOUT 2.7 MILES SOUTHEAST OF SPRING GARDEN
 KS1508'(P.M. 53.34) ALONG STATE HIGHWAY 70 AT P.M. 56.06.
 KS1508'
 KS1508'THE STATION IS AT THE WEST END OF A THROUGH CUT OF THE HIGHWAY
 KS1508'ABOUT 250 FEET WEST OF THE B.C. OF A CURVE IN THE HIGHWAY, 52 FEET
 KS1508'SOUTH AND 7 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY.  A
 KS1508'STD. DIVISION OF HIGHWAYS DISK, STAMPED 56.06 1971 AND SET IN A
 KS1508'10-INCH CONCRETE MONUMENT AND MARKED BY A SURVEY MONUMENT MARKER
 KS1508'SIGN 3.3 FEET SOUTHWEST.
 KS1508'
 KS1508'REFERENCE MARK 1 IS A STD. DISK STAMPED 56.06 R.M. 1 AND SET IN
 KS1508'AN 8-INCH CONCRETE MONUMENT.
 KS1508'
 KS1508'REFERENCE MARK 2 IS A STD. DISK STAMPED 56.06 R.M. 2 AND SET
 KS1508'IN AN 8-INCH CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4039 ***********************************************************************
 EW4039  DESIGNATION -  56 1 B LA CO
 EW4039  PID         -  EW4039
 EW4039  STATE/COUNTY-  CA/LOS ANGELES
 EW4039  USGS QUAD   -  TOPANGA (1991)
 EW4039
 EW4039                         *CURRENT SURVEY CONTROL
 EW4039  ___________________________________________________________________
 EW4039* NAD 83(1986)-  34 03 03.     (N)    118 34 51.     (W)     SCALED    
 EW4039* NAVD 88     -        35.59   (+/-2cm)     116.8    (feet)  VERTCON   
 EW4039  ___________________________________________________________________
 EW4039  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW4039  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4039
 EW4039.The horizontal coordinates were scaled from a topographic map and have
 EW4039.an estimated accuracy of +/- 6 seconds.
 EW4039
 EW4039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4039.The vertical order pertains to the NGVD 29 superseded value.
 EW4039
 EW4039.The geoid height was determined by GEOID03.
 EW4039
 EW4039;                    North         East    Units  Estimated Accuracy
 EW4039;SPC CA 5     -   561,260.    1,946,370.      MT  (+/- 180 meters Scaled)
 EW4039
 EW4039                          SUPERSEDED SURVEY CONTROL
 EW4039
 EW4039  NGVD 29 (??/??/92)   34.811  (m)          114.21   (f) ADJ UNCH    1 1
 EW4039
 EW4039.Superseded values are not recommended for survey control.
 EW4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4039.See file dsdata.txt to determine how the superseded data were derived.
 EW4039
 EW4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT540689(NAD 83)
 EW4039_MARKER: S = SPIKE
 EW4039_SETTING: 66 = SET IN ROCK OUTCROP
 EW4039_SP_SET: ROCK CLIFF
 EW4039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW4039+STABILITY: POSITION/ELEVATION WELL
 EW4039
 EW4039  HISTORY     - Date     Condition        Report By
 EW4039  HISTORY     - UNK      MONUMENTED       CA-037
 EW4039  HISTORY     - 1968     GOOD             CA-037
 EW4039  HISTORY     - 1971     GOOD             CA-037
 EW4039
 EW4039                          STATION DESCRIPTION
 EW4039
 EW4039'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4039'2.6 MI SE FROM FERNWOOD.
 EW4039'2.6 MI SE OF FERNWOOD, TOPANGA CANYON BLVD, ABOUT 1.0 MI N OF
 EW4039'THE PACIFIC COAST HWY, OPPOSITE HOUSE NO 3131, 22.0 FT N OF THE
 EW4039'CENTER OF THE PAVEMENT, 88.0 FEET NW OF PP 689110E AND 85.0 FT
 EW4039'E OF PP 1467237E, SET IN THE FACE OF A VERTICAL ROCK CLIFF ABOUT
 EW4039'3 FEET ABOVE THE PAVEMENT.
 EW4039
 EW4039                          STATION RECOVERY (1971)
 EW4039
 EW4039'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3226 ***********************************************************************
 GU3226  DESIGNATION -  56 1 CADH
 GU3226  PID         -  GU3226
 GU3226  STATE/COUNTY-  CA/MONTEREY
 GU3226  USGS QUAD   -  MONTEREY (1983)
 GU3226
 GU3226                         *CURRENT SURVEY CONTROL
 GU3226  ___________________________________________________________________
 GU3226* NAD 83(1986)-  36 34 09.     (N)    121 54 46.     (W)     SCALED    
 GU3226* NAVD 88     -       171.469  (meters)     562.56   (feet)  ADJUSTED  
 GU3226  ___________________________________________________________________
 GU3226  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GU3226  DYNAMIC HT  -         171.335 (meters)     562.12  (feet)  COMP
 GU3226  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 GU3226
 GU3226  VERT ORDER  -  FIRST     CLASS I
 GU3226
 GU3226.The horizontal coordinates were scaled from a topographic map and have
 GU3226.an estimated accuracy of +/- 6 seconds.
 GU3226
 GU3226.The orthometric height was determined by differential leveling
 GU3226.and adjusted in June 1991.
 GU3226
 GU3226.The geoid height was determined by GEOID03.
 GU3226
 GU3226.The dynamic height is computed by dividing the NAVD 88
 GU3226.geopotential number by the normal gravity value computed on the
 GU3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU3226.degrees latitude (g = 980.6199 gals.).
 GU3226
 GU3226.The modeled gravity was interpolated from observed gravity values.
 GU3226
 GU3226;                    North         East    Units  Estimated Accuracy
 GU3226;SPC CA 4     -   641,080.    1,739,330.      MT  (+/- 180 meters Scaled)
 GU3226
 GU3226                          SUPERSEDED SURVEY CONTROL
 GU3226
 GU3226  NGVD 29 (10/21/93)  170.630  (m)          559.81   (f) ADJUSTED    1 1
 GU3226
 GU3226.Superseded values are not recommended for survey control.
 GU3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3226.See file dsdata.txt to determine how the superseded data were derived.
 GU3226
 GU3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF972476(NAD 83)
 GU3226_MARKER: DB = BENCH MARK DISK
 GU3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU3226_SP_SET: CONCRETE POST
 GU3226_STAMPING: 56 1 CALIF DIV OF HWY
 GU3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU3226+STABILITY: SURFACE MOTION
 GU3226
 GU3226  HISTORY     - Date     Condition        Report By
 GU3226  HISTORY     - UNK      MONUMENTED       CADH
 GU3226  HISTORY     - 1977     GOOD             NGS
 GU3226
 GU3226                          STATION DESCRIPTION
 GU3226
 GU3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GU3226'1.9 MI SOUTH FROM MONTEREY.
 GU3226'2.1 MILES SOUTH ALONG  STATE HIGHWAY 1 FROM THE POST
 GU3226'OFFICE AT MONTEREY, SET IN THE MEDIAN, 0.3 MILE SOUTH
 GU3226'OF THE OVERPASS OF PACIFIC GROVE CARMEL HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4065 ***********************************************************************
 EW4065  DESIGNATION -  56 10
 EW4065  PID         -  EW4065
 EW4065  STATE/COUNTY-  CA/LOS ANGELES
 EW4065  USGS QUAD   -  TOPANGA (1991)
 EW4065
 EW4065                         *CURRENT SURVEY CONTROL
 EW4065  ___________________________________________________________________
 EW4065* NAD 83(1986)-  34 05 54.     (N)    118 35 58.     (W)     SCALED    
 EW4065* NAVD 88     -       246.767  (meters)     809.60   (feet)  READJUSTED
 EW4065  ___________________________________________________________________
 EW4065  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW4065  DYNAMIC HT  -         246.510 (meters)     808.76  (feet)  COMP
 EW4065  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 EW4065
 EW4065  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4065
 EW4065.The horizontal coordinates were scaled from a topographic map and have
 EW4065.an estimated accuracy of +/- 6 seconds.
 EW4065
 EW4065.The orthometric height was determined by differential leveling
 EW4065.and adjusted in February 1993.
 EW4065.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4065.distribution rate of 1.1 thru 2.0 mm/km.
 EW4065.The height was derived from older observations constrained to new
 EW4065.heights in a crustal motion area.  The height is approximate in
 EW4065.relation to other heights in its vicinity.
 EW4065
 EW4065.The geoid height was determined by GEOID03.
 EW4065
 EW4065.The dynamic height is computed by dividing the NAVD 88
 EW4065.geopotential number by the normal gravity value computed on the
 EW4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4065.degrees latitude (g = 980.6199 gals.).
 EW4065
 EW4065.The modeled gravity was interpolated from observed gravity values.
 EW4065
 EW4065;                    North         East    Units  Estimated Accuracy
 EW4065;SPC CA 5     -   566,540.    1,944,690.      MT  (+/- 180 meters Scaled)
 EW4065
 EW4065                          SUPERSEDED SURVEY CONTROL
 EW4065
 EW4065  NGVD 29 (??/??/92)  245.991  (m)          807.06   (f) ADJ UNCH    1 1
 EW4065
 EW4065.Superseded values are not recommended for survey control.
 EW4065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4065.See file dsdata.txt to determine how the superseded data were derived.
 EW4065
 EW4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524742(NAD 83)
 EW4065_MARKER: DD = SURVEY DISK
 EW4065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4065_SP_SET: CULVERT
 EW4065_STAMPING: B M 56-10 1960 5869
 EW4065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4065
 EW4065  HISTORY     - Date     Condition        Report By
 EW4065  HISTORY     - 1960     MONUMENTED       CA-037
 EW4065  HISTORY     - 1961     GOOD             NGS
 EW4065  HISTORY     - 1971     GOOD             CA-037
 EW4065  HISTORY     - 1978     GOOD             NGS
 EW4065  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4065
 EW4065                          STATION DESCRIPTION
 EW4065
 EW4065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4065'0.8 MI N FROM TOPANGA.
 EW4065'0.85 MILE NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW4065'AT TOPANGA, AT THE INTERSECTION OF HIGHVALE TP, IN THE TOP OF THE
 EW4065'SOUTH-SOUTHEAST END OF THE SOUTH CONCRETE WING WALL OF CONCRETE
 EW4065'BOX CULVERT A 5.3 MI., 27 FEET EAST OF THE CENTER LINE OF THE
 EW4065'HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF HIGHVALE TP, 48
 EW4065'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, AND ABOUT
 EW4065'LEVEL WITH THE HIGHWAY.
 EW4065
 EW4065                          STATION RECOVERY (1971)
 EW4065
 EW4065'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4065'RECOVERED IN GOOD CONDITION.
 EW4065
 EW4065                          STATION RECOVERY (1978)
 EW4065
 EW4065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4065'RECOVERED IN GOOD CONDITION.
 EW4065
 EW4065                          STATION RECOVERY (1989)
 EW4065
 EW4065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4065'THERE IS A NEW CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4072 ***********************************************************************
 EW4072  DESIGNATION -  56 11 A
 EW4072  PID         -  EW4072
 EW4072  STATE/COUNTY-  CA/LOS ANGELES
 EW4072  USGS QUAD   -  TOPANGA (1991)
 EW4072
 EW4072                         *CURRENT SURVEY CONTROL
 EW4072  ___________________________________________________________________
 EW4072* NAD 83(1986)-  34 06 27.     (N)    118 35 29.     (W)     SCALED    
 EW4072* NAVD 88     -       272.954  (meters)     895.52   (feet)  READJUSTED
 EW4072  ___________________________________________________________________
 EW4072  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 EW4072  DYNAMIC HT  -         272.660 (meters)     894.55  (feet)  COMP
 EW4072  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 EW4072
 EW4072  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW4072
 EW4072.The horizontal coordinates were scaled from a topographic map and have
 EW4072.an estimated accuracy of +/- 6 seconds.
 EW4072
 EW4072.The orthometric height was determined by differential leveling
 EW4072.and adjusted in February 1993.
 EW4072.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW4072.distribution rate of 1.1 thru 2.0 mm/km.
 EW4072.The height was derived from older observations constrained to new
 EW4072.heights in a crustal motion area.  The height is approximate in
 EW4072.relation to other heights in its vicinity.
 EW4072
 EW4072.The geoid height was determined by GEOID03.
 EW4072
 EW4072.The dynamic height is computed by dividing the NAVD 88
 EW4072.geopotential number by the normal gravity value computed on the
 EW4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4072.degrees latitude (g = 980.6199 gals.).
 EW4072
 EW4072.The modeled gravity was interpolated from observed gravity values.
 EW4072
 EW4072;                    North         East    Units  Estimated Accuracy
 EW4072;SPC CA 5     -   567,550.    1,945,440.      MT  (+/- 180 meters Scaled)
 EW4072
 EW4072                          SUPERSEDED SURVEY CONTROL
 EW4072
 EW4072  NGVD 29 (??/??/92)  272.168  (m)          892.94   (f) ADJ UNCH    1 1
 EW4072
 EW4072.Superseded values are not recommended for survey control.
 EW4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4072.See file dsdata.txt to determine how the superseded data were derived.
 EW4072
 EW4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT532752(NAD 83)
 EW4072_MARKER: Z = SEE DESCRIPTION
 EW4072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4072_SP_SET: CULVERT
 EW4072_STAMPING: BM 56-11 A 1968 5869
 EW4072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4072
 EW4072  HISTORY     - Date     Condition        Report By
 EW4072  HISTORY     - 1968     MONUMENTED       CA-037
 EW4072  HISTORY     - 1971     GOOD             CA-037
 EW4072  HISTORY     - 1978     GOOD             NGS
 EW4072  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4072
 EW4072                          STATION DESCRIPTION
 EW4072
 EW4072'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4072'AT TOPANGA.
 EW4072'LOS ANGELES COUNTY, TOPANGA, TOPANGA CANYON BLVD, ABOUT 6.15 MI
 EW4072'N OF THE PACIFIC COAST HWY, 0.45 MI S OF CHENEY DRIVE, 64.6 FT
 EW4072'SE OF THE SE CORNER OF HOUSE NO 1272, 48.3 FT SW OF PP 16672Y
 EW4072'AND SET IN THE TOP OF CONCRETE CULVERT HEADWALL 1.1 FEET SE OF
 EW4072'THE NE END.
 EW4072
 EW4072                          STATION RECOVERY (1971)
 EW4072
 EW4072'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4072'RECOVERED IN GOOD CONDITION.
 EW4072
 EW4072                          STATION RECOVERY (1978)
 EW4072
 EW4072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4072'RECOVERED IN GOOD CONDITION.
 EW4072
 EW4072                          STATION RECOVERY (1989)
 EW4072
 EW4072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4074 ***********************************************************************
 EW4074  DESIGNATION -  56 12
 EW4074  PID         -  EW4074
 EW4074  STATE/COUNTY-  CA/LOS ANGELES
 EW4074  USGS QUAD   -  TOPANGA (1991)
 EW4074
 EW4074                         *CURRENT SURVEY CONTROL
 EW4074  ___________________________________________________________________
 EW4074* NAD 83(1986)-  34 06 48.     (N)    118 35 25.     (W)     SCALED    
 EW4074* NAVD 88     -       286.558  (meters)     940.15   (feet)  ADJUSTED  
 EW4074  ___________________________________________________________________
 EW4074  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EW4074  DYNAMIC HT  -         286.253 (meters)     939.15  (feet)  COMP
 EW4074  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 EW4074
 EW4074  VERT ORDER  -  FIRST     CLASS I
 EW4074
 EW4074.The horizontal coordinates were scaled from a topographic map and have
 EW4074.an estimated accuracy of +/- 6 seconds.
 EW4074
 EW4074.The orthometric height was determined by differential leveling
 EW4074.and adjusted in June 1995.
 EW4074.WARNING-Repeat measurements at this control monument indicate possible
 EW4074.vertical movement.
 EW4074
 EW4074.The geoid height was determined by GEOID03.
 EW4074
 EW4074.The dynamic height is computed by dividing the NAVD 88
 EW4074.geopotential number by the normal gravity value computed on the
 EW4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4074.degrees latitude (g = 980.6199 gals.).
 EW4074
 EW4074.The modeled gravity was interpolated from observed gravity values.
 EW4074
 EW4074;                    North         East    Units  Estimated Accuracy
 EW4074;SPC CA 5     -   568,190.    1,945,540.      MT  (+/- 180 meters Scaled)
 EW4074
 EW4074                          SUPERSEDED SURVEY CONTROL
 EW4074
 EW4074  NAVD 88 (10/28/92)  286.571  (m)          940.19   (f) UNKNOWN     1 1
 EW4074  NGVD 29 (??/??/92)  285.790  (m)          937.63   (f) ADJ UNCH    1 1
 EW4074
 EW4074.Superseded values are not recommended for survey control.
 EW4074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4074.See file dsdata.txt to determine how the superseded data were derived.
 EW4074
 EW4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT533758(NAD 83)
 EW4074_MARKER: DD = SURVEY DISK
 EW4074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4074_SP_SET: CULVERT WINGWALL
 EW4074_STAMPING: BM 56-12 1960 5869
 EW4074_MARK LOGO: CA-037
 EW4074_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4074+STABILITY: SURFACE MOTION
 EW4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4074+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4074
 EW4074  HISTORY     - Date     Condition        Report By
 EW4074  HISTORY     - 1960     MONUMENTED       CA-037
 EW4074  HISTORY     - 1961     GOOD             NGS
 EW4074  HISTORY     - 1971     GOOD             CA-037
 EW4074  HISTORY     - 1978     GOOD             NGS
 EW4074  HISTORY     - 19890518 GOOD             NGS
 EW4074  HISTORY     - 19940614 GOOD             NGS
 EW4074
 EW4074                          STATION DESCRIPTION
 EW4074
 EW4074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4074'2.3 MI N FROM TOPANGA.
 EW4074'2.3 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW4074'AT TOPANGA, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 EW4074'OF BRIDGE 53-407 OVER GARAPITO CREEK, 18 1/2 FEET EAST OF THE
 EW4074'CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF THE NORTH END
 EW4074'OF BRIDGE, 1.2 FEET EAST OF THE EAST EDGE OF THE EAST CONCRETE
 EW4074'GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 EW4074
 EW4074                          STATION RECOVERY (1971)
 EW4074
 EW4074'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4074'RECOVERED IN GOOD CONDITION.
 EW4074
 EW4074                          STATION RECOVERY (1978)
 EW4074
 EW4074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4074'RECOVERED IN GOOD CONDITION.
 EW4074
 EW4074                          STATION RECOVERY (1989)
 EW4074
 EW4074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4074'RECOVERED IN GOOD CONDITION.
 EW4074
 EW4074                          STATION RECOVERY (1994)
 EW4074
 EW4074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4074'3.6 KM (2.25 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4074'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 5.8 M (19.0
 EW4074'FT) EAST OF THE WEST END OF THE NORTH CONCRETE WINGWALL OF A CULVERT
 EW4074'UNDER THE HIGHWAY, 28.0 M (91.9 FT) NORTH OF THE CENTERLINE OF CHENEY
 EW4074'DRIVE, 7.5 M (24.6 FT) EAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT)
 EW4074'EAST OF THE EAST GUARDRAIL OF THE CULVERT, AND 0.3 M (1.0 FT) ABOVE
 EW4074'THE LEVEL OF THE HIMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 EW4074'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4075 ***********************************************************************
 EW4075  DESIGNATION -  56 12 A
 EW4075  PID         -  EW4075
 EW4075  STATE/COUNTY-  CA/LOS ANGELES
 EW4075  USGS QUAD   -  TOPANGA (1991)
 EW4075
 EW4075                         *CURRENT SURVEY CONTROL
 EW4075  ___________________________________________________________________
 EW4075* NAD 83(1986)-  34 07 09.     (N)    118 35 32.     (W)     SCALED    
 EW4075* NAVD 88     -       307.736  (meters)    1009.63   (feet)  READJUSTED
 EW4075  ___________________________________________________________________
 EW4075  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EW4075  DYNAMIC HT  -         307.410 (meters)    1008.56  (feet)  COMP
 EW4075  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 EW4075  OBS GRAVITY -     979,573.8   (mgal)                       GRAV_OBS
 EW4075
 EW4075  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4075
 EW4075.The horizontal coordinates were scaled from a topographic map and have
 EW4075.an estimated accuracy of +/- 6 seconds.
 EW4075
 EW4075.The orthometric height was determined by differential leveling
 EW4075.and adjusted in February 1993.
 EW4075.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4075.distribution rate of 0.0 thru 1.0 mm/km.
 EW4075.The height was derived from older observations constrained to new
 EW4075.heights in a crustal motion area.  The height is approximate in
 EW4075.relation to other heights in its vicinity.
 EW4075
 EW4075.The geoid height was determined by GEOID03.
 EW4075
 EW4075.The dynamic height is computed by dividing the NAVD 88
 EW4075.geopotential number by the normal gravity value computed on the
 EW4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4075.degrees latitude (g = 980.6199 gals.).
 EW4075
 EW4075.The modeled gravity was interpolated from observed gravity values.
 EW4075.The observed gravity was obtained from relative gravimeter ties
 EW4075.to the IGSN71 gravity network.
 EW4075
 EW4075;                    North         East    Units  Estimated Accuracy
 EW4075;SPC CA 5     -   568,840.    1,945,370.      MT  (+/- 180 meters Scaled)
 EW4075
 EW4075                          SUPERSEDED SURVEY CONTROL
 EW4075
 EW4075  NGVD 29 (??/??/92)  306.952  (m)         1007.06   (f) ADJ UNCH    1 1
 EW4075
 EW4075.Superseded values are not recommended for survey control.
 EW4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4075.See file dsdata.txt to determine how the superseded data were derived.
 EW4075
 EW4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT531765(NAD 83)
 EW4075_MARKER: DD = SURVEY DISK
 EW4075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4075_SP_SET: CULVERT
 EW4075_STAMPING: BM 56-12 A 1968 5869
 EW4075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4075
 EW4075  HISTORY     - Date     Condition        Report By
 EW4075  HISTORY     - 1968     MONUMENTED       CA-037
 EW4075  HISTORY     - 1971     GOOD             CA-037
 EW4075  HISTORY     - 1978     GOOD             NGS
 EW4075  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4075
 EW4075                          STATION DESCRIPTION
 EW4075
 EW4075'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4075'AT GLENVIEW.
 EW4075'LOS ANGELES COUNTY, GLENVIEW AREA, TOPANGA CANYON BLVD AND TIGER
 EW4075'TRAIL ABOUT 6.95 MI N OF THE PACIFIC COAST HWY, ABOUT 80 FT N
 EW4075'OF THE TRAIL, 73.5 FT E OF THE CENTER LINE OF TOPANGA CANYON
 EW4075'BLVD, SET IN THE TOP OF THE CONCRETE CULVERT HEADWALL 1.5 FT S
 EW4075'OF THE NORTH END.
 EW4075
 EW4075                          STATION RECOVERY (1971)
 EW4075
 EW4075'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4075'RECOVERED IN GOOD CONDITION.
 EW4075
 EW4075                          STATION RECOVERY (1978)
 EW4075
 EW4075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4075'RECOVERED IN GOOD CONDITION.
 EW4075
 EW4075                          STATION RECOVERY (1989)
 EW4075
 EW4075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4075'THERE IS A NEW CULVERT AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4078 ***********************************************************************
 EW4078  DESIGNATION -  56 13
 EW4078  PID         -  EW4078
 EW4078  STATE/COUNTY-  CA/LOS ANGELES
 EW4078  USGS QUAD   -  TOPANGA (1991)
 EW4078
 EW4078                         *CURRENT SURVEY CONTROL
 EW4078  ___________________________________________________________________
 EW4078* NAD 83(1986)-  34 07 24.     (N)    118 35 28.     (W)     SCALED    
 EW4078* NAVD 88     -       329.892  (meters)    1082.32   (feet)  ADJUSTED  
 EW4078  ___________________________________________________________________
 EW4078  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW4078  DYNAMIC HT  -         329.540 (meters)    1081.17  (feet)  COMP
 EW4078  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 EW4078
 EW4078  VERT ORDER  -  FIRST     CLASS I
 EW4078
 EW4078.The horizontal coordinates were scaled from a topographic map and have
 EW4078.an estimated accuracy of +/- 6 seconds.
 EW4078
 EW4078.The orthometric height was determined by differential leveling
 EW4078.and adjusted in June 1995.
 EW4078.WARNING-Repeat measurements at this control monument indicate possible
 EW4078.vertical movement.
 EW4078
 EW4078.The geoid height was determined by GEOID03.
 EW4078
 EW4078.The dynamic height is computed by dividing the NAVD 88
 EW4078.geopotential number by the normal gravity value computed on the
 EW4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4078.degrees latitude (g = 980.6199 gals.).
 EW4078
 EW4078.The modeled gravity was interpolated from observed gravity values.
 EW4078
 EW4078;                    North         East    Units  Estimated Accuracy
 EW4078;SPC CA 5     -   569,300.    1,945,470.      MT  (+/- 180 meters Scaled)
 EW4078
 EW4078                          SUPERSEDED SURVEY CONTROL
 EW4078
 EW4078  NAVD 88 (10/28/92)  329.891  (m)         1082.32   (f) UNKNOWN     1 1
 EW4078  NGVD 29 (??/??/92)  329.140  (m)         1079.85   (f) ADJ UNCH    1 1
 EW4078
 EW4078.Superseded values are not recommended for survey control.
 EW4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4078.See file dsdata.txt to determine how the superseded data were derived.
 EW4078
 EW4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT532769(NAD 83)
 EW4078_MARKER: DD = SURVEY DISK
 EW4078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4078_SP_SET: CONCRETE POST
 EW4078_STAMPING: BM 56-13 1960 5869
 EW4078_MARK LOGO: CA-037
 EW4078_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4078+STABILITY: SURFACE MOTION
 EW4078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4078+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4078
 EW4078  HISTORY     - Date     Condition        Report By
 EW4078  HISTORY     - 1960     MONUMENTED       CA-037
 EW4078  HISTORY     - 1961     GOOD             NGS
 EW4078  HISTORY     - 1971     GOOD             CA-037
 EW4078  HISTORY     - 1978     GOOD             NGS
 EW4078  HISTORY     - 19890516 GOOD             NGS
 EW4078  HISTORY     - 19940614 GOOD             NGS
 EW4078
 EW4078                          STATION DESCRIPTION
 EW4078
 EW4078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4078'2.9 MI N FROM TOPANGA.
 EW4078'2.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW4078'AT TOPANGA, ON THE INSIDE OF A CURVE, ACROSS THE HIGHWAY FROM
 EW4078'NICKYS HIDEAWAY, 124 FEET WEST-SOUTHWEST OF CULVERT A 7.5 MI.,
 EW4078'33 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 EW4078'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE CENTER LINE OF THE
 EW4078'SOUTHWEST ENTRANCE TO NICKYS HIDEAWAY, 3.4 FEET EAST OF A FIRE
 EW4078'HYDRANT, 3 FEET SOUTHEAST OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS
 EW4078'ABOUT 3 FEET ABOVE THE GROUND, ABOUT 2 FEET HIGHER THAN THE
 EW4078'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EW4078'0.2 FOOT ABOVE THE GROUND.
 EW4078
 EW4078                          STATION RECOVERY (1971)
 EW4078
 EW4078'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4078'RECOVERED IN GOOD CONDITION.
 EW4078
 EW4078                          STATION RECOVERY (1978)
 EW4078
 EW4078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4078'CORRECTION--NICKYS HIDEAWAY NOW IS THE CORRAL NITE CLUB AND IT IS
 EW4078'ACROSS HIGHWAY FROM IT.
 EW4078
 EW4078                          STATION RECOVERY (1989)
 EW4078
 EW4078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4078'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 EW4078'DELETE--ACROSS THE HIGHWAY FROM NICKS HIDEAWAY, 56 FEET SOUTHEAST OF
 EW4078'AND ACROSS THE HIGHWAY FROM THE SOUTHWEST ENTRANCE TO NICKS HIDEAWAY,
 EW4078'AND 3.0 FEET SOUTHEAST OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS ABOUT
 EW4078'3 FEET ABOVE GROUND.
 EW4078
 EW4078                          STATION RECOVERY (1994)
 EW4078
 EW4078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4078'4.9 KM (3.05 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4078'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, 9.6 M (31.5 FT) SOUTHEAST
 EW4078'OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) SOUTH OF A FIRE HYDRANT, 0.8
 EW4078'M (2.6 FT) NORTHWEST OF A CHAIN-LINK FENCE, 0.5 M (1.6 FT) ABOVE THE
 EW4078'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 EW4078'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4080 ***********************************************************************
 EW4080  DESIGNATION -  56 13 C
 EW4080  PID         -  EW4080
 EW4080  STATE/COUNTY-  CA/LOS ANGELES
 EW4080  USGS QUAD   -  TOPANGA (1991)
 EW4080
 EW4080                         *CURRENT SURVEY CONTROL
 EW4080  ___________________________________________________________________
 EW4080* NAD 83(1986)-  34 07 21.     (N)    118 35 42.     (W)     SCALED    
 EW4080* NAVD 88     -       359.225  (meters)    1178.56   (feet)  ADJUSTED  
 EW4080  ___________________________________________________________________
 EW4080  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW4080  DYNAMIC HT  -         358.843 (meters)    1177.30  (feet)  COMP
 EW4080  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 EW4080
 EW4080  VERT ORDER  -  FIRST     CLASS I
 EW4080
 EW4080.The horizontal coordinates were scaled from a topographic map and have
 EW4080.an estimated accuracy of +/- 6 seconds.
 EW4080
 EW4080.The orthometric height was determined by differential leveling
 EW4080.and adjusted in June 1995.
 EW4080.WARNING-Repeat measurements at this control monument indicate possible
 EW4080.vertical movement.
 EW4080
 EW4080.The geoid height was determined by GEOID03.
 EW4080
 EW4080.The dynamic height is computed by dividing the NAVD 88
 EW4080.geopotential number by the normal gravity value computed on the
 EW4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4080.degrees latitude (g = 980.6199 gals.).
 EW4080
 EW4080.The modeled gravity was interpolated from observed gravity values.
 EW4080
 EW4080;                    North         East    Units  Estimated Accuracy
 EW4080;SPC CA 5     -   569,210.    1,945,110.      MT  (+/- 180 meters Scaled)
 EW4080
 EW4080                          SUPERSEDED SURVEY CONTROL
 EW4080
 EW4080  NAVD 88 (10/28/92)  359.229  (m)         1178.57   (f) UNKNOWN     1 1
 EW4080  NGVD 29 (??/??/92)  358.459  (m)         1176.04   (f) ADJ UNCH    1 1
 EW4080
 EW4080.Superseded values are not recommended for survey control.
 EW4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4080.See file dsdata.txt to determine how the superseded data were derived.
 EW4080
 EW4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT529768(NAD 83)
 EW4080_MARKER: DD = SURVEY DISK
 EW4080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4080_SP_SET: CATCH BASIN
 EW4080_STAMPING: BM 56-13 C 1968 5869
 EW4080_MARK LOGO: CA-037
 EW4080_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4080+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4080
 EW4080  HISTORY     - Date     Condition        Report By
 EW4080  HISTORY     - 1968     MONUMENTED       CA-037
 EW4080  HISTORY     - 1971     GOOD             CA-037
 EW4080  HISTORY     - 1978     GOOD             NGS
 EW4080  HISTORY     - 19890518 GOOD             NGS
 EW4080  HISTORY     - 19940614 GOOD             NGS
 EW4080
 EW4080                          STATION DESCRIPTION
 EW4080
 EW4080'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4080'AT GLENVIEW.
 EW4080'GLENVIEW AREA, TOPANGA CANYON BLVD, ABOUT 0.3 MI SE OF ENTRADO
 EW4080'DRIVE, AND ABOUT 20 FEET N OF THE CENTER OF THE DRIVE TO HOUSE
 EW4080'NO 2266, 29.5 FT E OF THE CENTER LINE OF TOPANGA CANYON BLVD,
 EW4080'SET 3 FT N OF THE S END OF THE CONCRETE W WALL OF THE CULVERT
 EW4080'CATCH BASIN.
 EW4080
 EW4080                          STATION RECOVERY (1971)
 EW4080
 EW4080'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4080'RECOVERED IN GOOD CONDITION.
 EW4080
 EW4080                          STATION RECOVERY (1978)
 EW4080
 EW4080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4080'RECOVERED IN GOOD CONDITION.
 EW4080
 EW4080                          STATION RECOVERY (1989)
 EW4080
 EW4080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4080'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.5 KM (3.40
 EW4080'MI) NORTHERLY ALONG STATE HIGHWAY 27 (TAPANGA CANYON BOULEVARD) FROM
 EW4080'THE POST OFFICE IN TOPANGA.
 EW4080
 EW4080                          STATION RECOVERY (1994)
 EW4080
 EW4080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4080'5.4 KM (3.35 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4080'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 0.9 M (3.0
 EW4080'FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE WALL OF A CATCH BASIN,
 EW4080'48.6 M (159.4 FT) SOUTH OF BENCH MARK H 1452, 8.6 M (28.2 FT) EAST OF
 EW4080'THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) NORTH OF THE CENTER OF A PAVED
 EW4080'DRIVEWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6460 ***********************************************************************
 EW6460  DESIGNATION -  56 14
 EW6460  PID         -  EW6460
 EW6460  STATE/COUNTY-  CA/LOS ANGELES
 EW6460  USGS QUAD   -  TOPANGA (1991)
 EW6460
 EW6460                         *CURRENT SURVEY CONTROL
 EW6460  ___________________________________________________________________
 EW6460* NAD 83(1986)-  34 07 27.     (N)    118 35 55.     (W)     SCALED    
 EW6460* NAVD 88     -       389.328  (meters)    1277.32   (feet)  ADJUSTED  
 EW6460  ___________________________________________________________________
 EW6460  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW6460  DYNAMIC HT  -         388.910 (meters)    1275.95  (feet)  COMP
 EW6460  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 EW6460
 EW6460  VERT ORDER  -  FIRST     CLASS I
 EW6460
 EW6460.The horizontal coordinates were scaled from a topographic map and have
 EW6460.an estimated accuracy of +/- 6 seconds.
 EW6460
 EW6460.The orthometric height was determined by differential leveling
 EW6460.and adjusted in June 1995.
 EW6460.WARNING-Repeat measurements at this control monument indicate possible
 EW6460.vertical movement.
 EW6460
 EW6460.The geoid height was determined by GEOID03.
 EW6460
 EW6460.The dynamic height is computed by dividing the NAVD 88
 EW6460.geopotential number by the normal gravity value computed on the
 EW6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6460.degrees latitude (g = 980.6199 gals.).
 EW6460
 EW6460.The modeled gravity was interpolated from observed gravity values.
 EW6460
 EW6460;                    North         East    Units  Estimated Accuracy
 EW6460;SPC CA 5     -   569,400.    1,944,780.      MT  (+/- 180 meters Scaled)
 EW6460
 EW6460                          SUPERSEDED SURVEY CONTROL
 EW6460
 EW6460  NAVD 88 (10/28/92)  389.334  (m)         1277.34   (f) UNKNOWN     1 1
 EW6460  NGVD 29 (??/??/92)  388.563  (m)         1274.81   (f) ADJ UNCH    1 1
 EW6460
 EW6460.Superseded values are not recommended for survey control.
 EW6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6460.See file dsdata.txt to determine how the superseded data were derived.
 EW6460
 EW6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525770(NAD 83)
 EW6460_MARKER: DD = SURVEY DISK
 EW6460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6460_SP_SET: CONCRETE POST
 EW6460_STAMPING: BM 56-14 1960 5869
 EW6460_MARK LOGO: CA-037
 EW6460_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6460+STABILITY: SURFACE MOTION
 EW6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6460+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW6460
 EW6460  HISTORY     - Date     Condition        Report By
 EW6460  HISTORY     - 1960     MONUMENTED       CA-037
 EW6460  HISTORY     - 1961     GOOD             NGS
 EW6460  HISTORY     - 1971     GOOD             CA-037
 EW6460  HISTORY     - 1978     GOOD             NGS
 EW6460  HISTORY     - 19890518 GOOD             NGS
 EW6460  HISTORY     - 19940614 GOOD             NGS
 EW6460
 EW6460                          STATION DESCRIPTION
 EW6460
 EW6460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW6460'3.5 MI N FROM TOPANGA.
 EW6460'3.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW6460'AT TOPANGA, AT THE INTERSECTION OF ENTRADO DRIVE, 47 FEET
 EW6460'NORTHWEST OF THE CENTER LINE OF ENTRADO DRIVE, 62 FEET SOUTHWEST
 EW6460'OF THE CENTER LINE OF THE HIGHWAY, 118 FEET WEST OF THE CENTER
 EW6460'OF THE JUNCTION, 3 FEET SOUTHEAST OF A FIRE HYDRANT, 2.2 FEET
 EW6460'SOUTHWEST OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 3 FEET ABOVE
 EW6460'THE GROUND, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 EW6460'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EW6460
 EW6460                          STATION RECOVERY (1971)
 EW6460
 EW6460'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW6460'RECOVERED IN GOOD CONDITION.
 EW6460
 EW6460                          STATION RECOVERY (1978)
 EW6460
 EW6460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6460'RECOVERED IN GOOD CONDITION.
 EW6460
 EW6460                          STATION RECOVERY (1989)
 EW6460
 EW6460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6460'RECOVERED IN GOOD CONDITION.
 EW6460
 EW6460                          STATION RECOVERY (1994)
 EW6460
 EW6460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6460'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW6460'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, 25.9 M (85.0 FT) SOUTHEAST
 EW6460'OF A T-JUNCTION UTILITY POLE WITH 5 GUY CABLES ATTACHED, 18.7 M (61.4
 EW6460'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT) NORTHEAST OF
 EW6460'THE CENTER OF ENTRADO DRIVE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 EW6460'HIGHWAY, 0.8 M (2.6 FT) SOUTHEAST OF A FIRE HYDRANT, 0.6 M (2.0 FT)
 EW6460'SOUTHWEST OF A 3-INCH METAL PIPE PROJECTING 3-FEET ABOVE THE GROUND
 EW6460'SURFACE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 EW6460'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4346 ***********************************************************************
 EW4346  DESIGNATION -  56 15
 EW4346  PID         -  EW4346
 EW4346  STATE/COUNTY-  CA/LOS ANGELES
 EW4346  USGS QUAD   -  CANOGA PARK (1967)
 EW4346
 EW4346                         *CURRENT SURVEY CONTROL
 EW4346  ___________________________________________________________________
 EW4346* NAD 83(1986)-  34 07 44.     (N)    118 36 02.     (W)     SCALED    
 EW4346* NAVD 88     -       407.852  (meters)    1338.09   (feet)  ADJUSTED  
 EW4346  ___________________________________________________________________
 EW4346  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW4346  DYNAMIC HT  -         407.411 (meters)    1336.65  (feet)  COMP
 EW4346  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 EW4346
 EW4346  VERT ORDER  -  FIRST     CLASS I
 EW4346
 EW4346.The horizontal coordinates were scaled from a topographic map and have
 EW4346.an estimated accuracy of +/- 6 seconds.
 EW4346
 EW4346.The orthometric height was determined by differential leveling
 EW4346.and adjusted in June 1995.
 EW4346.WARNING-Repeat measurements at this control monument indicate possible
 EW4346.vertical movement.
 EW4346
 EW4346.The geoid height was determined by GEOID03.
 EW4346
 EW4346.The dynamic height is computed by dividing the NAVD 88
 EW4346.geopotential number by the normal gravity value computed on the
 EW4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4346.degrees latitude (g = 980.6199 gals.).
 EW4346
 EW4346.The modeled gravity was interpolated from observed gravity values.
 EW4346
 EW4346;                    North         East    Units  Estimated Accuracy
 EW4346;SPC CA 5     -   569,930.    1,944,600.      MT  (+/- 180 meters Scaled)
 EW4346
 EW4346                          SUPERSEDED SURVEY CONTROL
 EW4346
 EW4346  NAVD 88 (10/28/92)  407.853  (m)         1338.10   (f) UNKNOWN     1 1
 EW4346  NGVD 29 (??/??/92)  407.083  (m)         1335.57   (f) ADJ UNCH    1 1
 EW4346
 EW4346.Superseded values are not recommended for survey control.
 EW4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4346.See file dsdata.txt to determine how the superseded data were derived.
 EW4346
 EW4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524776(NAD 83)
 EW4346_MARKER: DD = SURVEY DISK
 EW4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4346_SP_SET: CONCRETE POST
 EW4346_STAMPING: BM 56-15 1960 5869
 EW4346_MARK LOGO: CA-037
 EW4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4346+STABILITY: SURFACE MOTION
 EW4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4346+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4346
 EW4346  HISTORY     - Date     Condition        Report By
 EW4346  HISTORY     - 1960     MONUMENTED       CA-037
 EW4346  HISTORY     - 1961     GOOD             NGS
 EW4346  HISTORY     - 1971     GOOD             CA-037
 EW4346  HISTORY     - 1978     GOOD             NGS
 EW4346  HISTORY     - 19890518 GOOD             NGS
 EW4346  HISTORY     - 19940614 GOOD             NGS
 EW4346
 EW4346                          STATION DESCRIPTION
 EW4346
 EW4346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4346'4.2 MI N FROM TOPANGA.
 EW4346'4.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 EW4346'TOPANGA, 3.7 MILES SOUTH OF WOODLAND HILLS, 0.05 MILE NORTH
 EW4346'OF AND ACROSS THE HIGHWAY FROM A TURNOUT, AT THE CROSSING OF
 EW4346'A POWER LINE, ON THE INSIDE OF A CURVE, 27 FEET WEST OF THE
 EW4346'CENTER LINE OF THE HIGHWAY, 99 FEET SOUTH OF CULVERT A-8.89 MI.,
 EW4346'93 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 EW4346'1085768E, 3 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT, 2 FEET WEST
 EW4346'OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 3 FEET ABOVE THE GROUND,
 EW4346'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 EW4346'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EW4346
 EW4346                          STATION RECOVERY (1971)
 EW4346
 EW4346'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4346'RECOVERED IN GOOD CONDITION.
 EW4346
 EW4346                          STATION RECOVERY (1978)
 EW4346
 EW4346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4346'RECOVERED IN GOOD CONDITION.
 EW4346
 EW4346                          STATION RECOVERY (1989)
 EW4346
 EW4346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4346'RECOVERED IN GOOD CONDITION.
 EW4346
 EW4346                          STATION RECOVERY (1994)
 EW4346
 EW4346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4346'6.9 KM (4.30 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4346'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, 8.5 M (27.9 FT) WEST OF
 EW4346'THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTH OF A FIRE HYDRANT, 0.6 M
 EW4346'(2.0 FT) WEST OF A 3-INCH METAL PIPE PROJECTING 3-FEET ABOVE THE
 EW4346'GROUND SURFACE, O.4 M ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 EW4346'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4347 ***********************************************************************
 EW4347  DESIGNATION -  56 15 A
 EW4347  PID         -  EW4347
 EW4347  STATE/COUNTY-  CA/LOS ANGELES
 EW4347  USGS QUAD   -  CANOGA PARK (1967)
 EW4347
 EW4347                         *CURRENT SURVEY CONTROL
 EW4347  ___________________________________________________________________
 EW4347* NAD 83(1986)-  34 08 07.     (N)    118 35 56.     (W)     SCALED    
 EW4347* NAVD 88     -       433.869  (meters)    1423.45   (feet)  ADJUSTED  
 EW4347  ___________________________________________________________________
 EW4347  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 EW4347  DYNAMIC HT  -         433.400 (meters)    1421.91  (feet)  COMP
 EW4347  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 EW4347
 EW4347  VERT ORDER  -  FIRST     CLASS I
 EW4347
 EW4347.The horizontal coordinates were scaled from a topographic map and have
 EW4347.an estimated accuracy of +/- 6 seconds.
 EW4347
 EW4347.The orthometric height was determined by differential leveling
 EW4347.and adjusted in June 1995.
 EW4347.WARNING-Repeat measurements at this control monument indicate possible
 EW4347.vertical movement.
 EW4347
 EW4347.The geoid height was determined by GEOID03.
 EW4347
 EW4347.The dynamic height is computed by dividing the NAVD 88
 EW4347.geopotential number by the normal gravity value computed on the
 EW4347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4347.degrees latitude (g = 980.6199 gals.).
 EW4347
 EW4347.The modeled gravity was interpolated from observed gravity values.
 EW4347
 EW4347;                    North         East    Units  Estimated Accuracy
 EW4347;SPC CA 5     -   570,630.    1,944,760.      MT  (+/- 180 meters Scaled)
 EW4347
 EW4347                          SUPERSEDED SURVEY CONTROL
 EW4347
 EW4347  NAVD 88 (10/28/92)  433.875  (m)         1423.47   (f) UNKNOWN     1 1
 EW4347  NGVD 29 (??/??/92)  433.117  (m)         1420.98   (f) ADJ UNCH    1 1
 EW4347
 EW4347.Superseded values are not recommended for survey control.
 EW4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4347.See file dsdata.txt to determine how the superseded data were derived.
 EW4347
 EW4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525783(NAD 83)
 EW4347_MARKER: DD = SURVEY DISK
 EW4347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4347_SP_SET: CATCH BASIN
 EW4347_STAMPING: BM 56-15 A 1968 5869
 EW4347_MARK LOGO: CA-037
 EW4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4347+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4347
 EW4347  HISTORY     - Date     Condition        Report By
 EW4347  HISTORY     - 1968     MONUMENTED       CA-037
 EW4347  HISTORY     - 1971     GOOD             CA-037
 EW4347  HISTORY     - 1978     GOOD             NGS
 EW4347  HISTORY     - 19890518 GOOD             NGS
 EW4347  HISTORY     - 19940614 GOOD             NGS
 EW4347
 EW4347                          STATION DESCRIPTION
 EW4347
 EW4347'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4347'AT GLENVIEW.
 EW4347'NORTH OF GLENVIEW, TOPANGA CANYON AND VIEWRIDGE RD, ABOUT 9 MI N
 EW4347'OF THE PACIFIC COAST HWY AND 0.3 MI S OF THE SUMMIT, AT THE SE
 EW4347'CORNER, 71.8 FT E OF THE CENTER LINE OF TOPANGA CANYON BLVD AND
 EW4347'33 FT S OF THE CENTER LINE OF VIEWRIDGE RD.  SET IN THE TOP AND
 EW4347'NW CORNER OF THE CATCH BASIN 1 FT S OF THE S CURB.
 EW4347
 EW4347                          STATION RECOVERY (1971)
 EW4347
 EW4347'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4347'RECOVERED IN GOOD CONDITION.
 EW4347
 EW4347                          STATION RECOVERY (1978)
 EW4347
 EW4347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4347'RECOVERED IN GOOD CONDITION.
 EW4347
 EW4347                          STATION RECOVERY (1989)
 EW4347
 EW4347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4347'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.9 KM (4.90
 EW4347'MI) NORTHERLY ALONG STATE HIGHWAY 27 (TAPANGA CANYON BOULEVARD) FROM
 EW4347'THE POST OFFICE IN TOPANGA.
 EW4347
 EW4347                          STATION RECOVERY (1994)
 EW4347
 EW4347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4347'7.6 KM (4.70 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4347'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, NEAR THE NORTHWEST CORNER
 EW4347'OF A CONCRETE CATCH BASIN, 21.9 M (71.9 FT) EAST OF THE HIGHWAY
 EW4347'CENTERLINE, 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE OF VIEWRIDGE
 EW4347'ROAD, 2.1 M (6.9 FT) NORTHWEST OF A FIRE HYDRANT, AND 0.3 M (1.0 FT)
 EW4347'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4352 ***********************************************************************
 EW4352  DESIGNATION -  56 16 LA CO
 EW4352  PID         -  EW4352
 EW4352  STATE/COUNTY-  CA/LOS ANGELES
 EW4352  USGS QUAD   -  CANOGA PARK (1967)
 EW4352
 EW4352                         *CURRENT SURVEY CONTROL
 EW4352  ___________________________________________________________________
 EW4352* NAD 83(1986)-  34 08 21.     (N)    118 36 05.     (W)     SCALED    
 EW4352* NAVD 88     -       457.59   (+/-2cm)    1501.3    (feet)  VERTCON   
 EW4352  ___________________________________________________________________
 EW4352  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW4352  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4352
 EW4352.The horizontal coordinates were scaled from a topographic map and have
 EW4352.an estimated accuracy of +/- 6 seconds.
 EW4352
 EW4352.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4352.The vertical order pertains to the NGVD 29 superseded value.
 EW4352
 EW4352.The geoid height was determined by GEOID03.
 EW4352
 EW4352;                    North         East    Units  Estimated Accuracy
 EW4352;SPC CA 5     -   571,070.    1,944,530.      MT  (+/- 180 meters Scaled)
 EW4352
 EW4352                          SUPERSEDED SURVEY CONTROL
 EW4352
 EW4352  NGVD 29 (??/??/92)  456.805  (m)         1498.70   (f) ADJ UNCH    1 1
 EW4352
 EW4352.Superseded values are not recommended for survey control.
 EW4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4352.See file dsdata.txt to determine how the superseded data were derived.
 EW4352
 EW4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523787(NAD 83)
 EW4352_MARKER: P = PIPE CAP
 EW4352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4352_SP_SET: WELL
 EW4352_STAMPING: BM 56-16 1960 5869
 EW4352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4352
 EW4352  HISTORY     - Date     Condition        Report By
 EW4352  HISTORY     - 1960     MONUMENTED       CA-037
 EW4352  HISTORY     - 1968     GOOD             CA-037
 EW4352  HISTORY     - 1971     GOOD             CA-037
 EW4352  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4352
 EW4352                          STATION DESCRIPTION
 EW4352
 EW4352'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4352'AT WOODLAND HILLS.
 EW4352'SOUTH OF WOODLAND HILLS, TOPANGA CANYON BLVD, AT THE SUMMIT,
 EW4352'ABOUT 3.1 MI S OF THE VENTURA FREEWAY, ON THE E SIDE OF THE
 EW4352'BLVD IN THE PARKING LOT OF THE TOP-O-TOPANGA BEER GARDEN CAFE,
 EW4352'96.0 FT S OF THE S CORNER OF THE CAFE, 58.0 FT SW OF THE SW
 EW4352'CORNER OF A CONCRETE BLOCK BUILDING, 50.7 FT NW OF A FIRE HYDRANT
 EW4352'AND 74.0 FT NW OF PP 1085794E, SET ABOUT 11 INCHES BELOW THE
 EW4352'SURFACE IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED
 EW4352'COUNTY ENGINEER MONUMENT.
 EW4352
 EW4352                          STATION RECOVERY (1971)
 EW4352
 EW4352'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4352'RECOVERED IN GOOD CONDITION.
 EW4352
 EW4352                          STATION RECOVERY (1978)
 EW4352
 EW4352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4355 ***********************************************************************
 EW4355  DESIGNATION -  56 17 B
 EW4355  PID         -  EW4355
 EW4355  STATE/COUNTY-  CA/LOS ANGELES
 EW4355  USGS QUAD   -  CANOGA PARK (1967)
 EW4355
 EW4355                         *CURRENT SURVEY CONTROL
 EW4355  ___________________________________________________________________
 EW4355* NAD 83(1986)-  34 08 30.     (N)    118 36 29.     (W)     SCALED    
 EW4355* NAVD 88     -       412.580  (meters)    1353.61   (feet)  READJUSTED
 EW4355  ___________________________________________________________________
 EW4355  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW4355  DYNAMIC HT  -         412.140 (meters)    1352.16  (feet)  COMP
 EW4355  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 EW4355
 EW4355  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4355
 EW4355.The horizontal coordinates were scaled from a topographic map and have
 EW4355.an estimated accuracy of +/- 6 seconds.
 EW4355
 EW4355.The orthometric height was determined by differential leveling
 EW4355.and adjusted in February 1993.
 EW4355.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4355.distribution rate of 0.0 thru 1.0 mm/km.
 EW4355.The height was derived from older observations constrained to new
 EW4355.heights in a crustal motion area.  The height is approximate in
 EW4355.relation to other heights in its vicinity.
 EW4355
 EW4355.The geoid height was determined by GEOID03.
 EW4355
 EW4355.The dynamic height is computed by dividing the NAVD 88
 EW4355.geopotential number by the normal gravity value computed on the
 EW4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4355.degrees latitude (g = 980.6199 gals.).
 EW4355
 EW4355.The modeled gravity was interpolated from observed gravity values.
 EW4355
 EW4355;                    North         East    Units  Estimated Accuracy
 EW4355;SPC CA 5     -   571,350.    1,943,920.      MT  (+/- 180 meters Scaled)
 EW4355
 EW4355                          SUPERSEDED SURVEY CONTROL
 EW4355
 EW4355  NGVD 29 (??/??/92)  411.786  (m)         1351.00   (f) ADJ UNCH    1 1
 EW4355
 EW4355.Superseded values are not recommended for survey control.
 EW4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4355.See file dsdata.txt to determine how the superseded data were derived.
 EW4355
 EW4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT517790(NAD 83)
 EW4355_MARKER: DD = SURVEY DISK
 EW4355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4355_SP_SET: CATCH BASIN
 EW4355_STAMPING: BM 56-17 B 1968 5869
 EW4355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4355
 EW4355  HISTORY     - Date     Condition        Report By
 EW4355  HISTORY     - 1968     MONUMENTED       CA-037
 EW4355  HISTORY     - 1971     GOOD             CA-037
 EW4355  HISTORY     - 1978     GOOD             NGS
 EW4355  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4355
 EW4355                          STATION DESCRIPTION
 EW4355
 EW4355'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4355'AT WOODLAND HILLS.
 EW4355'SOUTH OF WOODLAND HILLS, TOPANGA CANYON BLVD, 2.55 MI S OF THE
 EW4355'VENTURA FREEWAY, AND 0.65 MI N OF THE SUMMIT, 23.8 FT S OF THE
 EW4355'CENTER OF THE BLVD PAVEMENT, AND 2.5 FT W OF MILEAGE SIGN POST
 EW4355'27 LA 9.91, SET IN THE LOWER CONCRETE CATCH BASIN HEADWALL 1
 EW4355'FT W OF THE E END.
 EW4355
 EW4355                          STATION RECOVERY (1971)
 EW4355
 EW4355'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4355'RECOVERED IN GOOD CONDITION.
 EW4355
 EW4355                          STATION RECOVERY (1978)
 EW4355
 EW4355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4355'RECOVERED IN GOOD CONDITION.
 EW4355
 EW4355                          STATION RECOVERY (1989)
 EW4355
 EW4355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4355'THERE IS A NEW CATCH BASIN AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4356 ***********************************************************************
 EW4356  DESIGNATION -  56 17 C
 EW4356  PID         -  EW4356
 EW4356  STATE/COUNTY-  CA/LOS ANGELES
 EW4356  USGS QUAD   -  CANOGA PARK (1967)
 EW4356
 EW4356                         *CURRENT SURVEY CONTROL
 EW4356  ___________________________________________________________________
 EW4356* NAD 83(1986)-  34 08 33.     (N)    118 36 19.     (W)     SCALED    
 EW4356* NAVD 88     -       395.086  (meters)    1296.21   (feet)  ADJUSTED  
 EW4356  ___________________________________________________________________
 EW4356  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW4356  DYNAMIC HT  -         394.660 (meters)    1294.81  (feet)  COMP
 EW4356  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 EW4356
 EW4356  VERT ORDER  -  FIRST     CLASS I
 EW4356
 EW4356.The horizontal coordinates were scaled from a topographic map and have
 EW4356.an estimated accuracy of +/- 6 seconds.
 EW4356
 EW4356.The orthometric height was determined by differential leveling
 EW4356.and adjusted in June 1995.
 EW4356.WARNING-Repeat measurements at this control monument indicate possible
 EW4356.vertical movement.
 EW4356
 EW4356.The geoid height was determined by GEOID03.
 EW4356
 EW4356.The dynamic height is computed by dividing the NAVD 88
 EW4356.geopotential number by the normal gravity value computed on the
 EW4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4356.degrees latitude (g = 980.6199 gals.).
 EW4356
 EW4356.The modeled gravity was interpolated from observed gravity values.
 EW4356
 EW4356;                    North         East    Units  Estimated Accuracy
 EW4356;SPC CA 5     -   571,440.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4356
 EW4356                          SUPERSEDED SURVEY CONTROL
 EW4356
 EW4356  NAVD 88 (10/28/92)  395.099  (m)         1296.25   (f) UNKNOWN     1 1
 EW4356  NGVD 29 (??/??/92)  394.301  (m)         1293.64   (f) ADJ UNCH    1 1
 EW4356
 EW4356.Superseded values are not recommended for survey control.
 EW4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4356.See file dsdata.txt to determine how the superseded data were derived.
 EW4356
 EW4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519791(NAD 83)
 EW4356_MARKER: DD = SURVEY DISK
 EW4356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4356_SP_SET: CATCH BASIN
 EW4356_STAMPING: BM 56 17C 1968 5869
 EW4356_MARK LOGO: CA-037
 EW4356_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4356+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4356
 EW4356  HISTORY     - Date     Condition        Report By
 EW4356  HISTORY     - 1968     MONUMENTED       CA-037
 EW4356  HISTORY     - 1971     GOOD             CA-037
 EW4356  HISTORY     - 1978     GOOD             NGS
 EW4356  HISTORY     - 19890518 GOOD             NGS
 EW4356  HISTORY     - 19940613 GOOD             NGS
 EW4356
 EW4356                          STATION DESCRIPTION
 EW4356
 EW4356'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4356'AT WOODLAND HILLS.
 EW4356'SOUTH OF WOODLAND HILLS, TOPANGA CANYON BLVD AND WOODLAND CREST
 EW4356'DR ABOUT 2.4 MI S OF THE VENTURA FREEWAY, AT THE SE CORNER OF
 EW4356'THE INTERSECTION AT THE S END OF THE CURB RETURN, 52.5 FT S
 EW4356'OF THE CENTER LINE OF WOODLAND CREST DR, 35.0 FT E OF THE CENTER
 EW4356'LINE OF TOPANGA CANYON BLVD AND 1.2 FT BACK OF THE CURB, SET IN
 EW4356'THE TOP AND SET CORNER OF THE STORM DRAIN CATCH BASIN.
 EW4356
 EW4356                          STATION RECOVERY (1971)
 EW4356
 EW4356'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4356'RECOVERED IN GOOD CONDITION.
 EW4356
 EW4356                          STATION RECOVERY (1978)
 EW4356
 EW4356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4356'RECOVERED IN GOOD CONDITION.
 EW4356
 EW4356                          STATION RECOVERY (1989)
 EW4356
 EW4356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4356'RECOVERED IN GOOD CONDITION.
 EW4356
 EW4356                          STATION RECOVERY (1994)
 EW4356
 EW4356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4356'9.4 KM (5.85 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4356'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, NEAR THE EAST CORNER OF A
 EW4356'CONCRETE CATCH BASIN, 16.6 M (54.5 FT) SOUTHEAST OF THE CENTER OF
 EW4356'WOODLAND CREST DRIVE, 9.3 M (30.5 FT) NORTHEAST OF THE HIGHWAY
 EW4356'CENTERLINE, 3.4 M (11.2 FT) SOUTH OF THE SOUTH LEG OF A SIGN (WOODLAND
 EW4356'CREST ESTATES) , AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4360 ***********************************************************************
 EW4360  DESIGNATION -  56 18 A LA CO
 EW4360  PID         -  EW4360
 EW4360  STATE/COUNTY-  CA/LOS ANGELES
 EW4360  USGS QUAD   -  CANOGA PARK (1967)
 EW4360
 EW4360                         *CURRENT SURVEY CONTROL
 EW4360  ___________________________________________________________________
 EW4360* NAD 83(1986)-  34 08 37.     (N)    118 36 18.     (W)     SCALED    
 EW4360* NAVD 88     -       382.10   (+/-2cm)    1253.6    (feet)  VERTCON   
 EW4360  ___________________________________________________________________
 EW4360  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW4360  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4360
 EW4360.The horizontal coordinates were scaled from a topographic map and have
 EW4360.an estimated accuracy of +/- 6 seconds.
 EW4360
 EW4360.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4360.The vertical order pertains to the NGVD 29 superseded value.
 EW4360
 EW4360.The geoid height was determined by GEOID03.
 EW4360
 EW4360;                    North         East    Units  Estimated Accuracy
 EW4360;SPC CA 5     -   571,560.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4360
 EW4360                          SUPERSEDED SURVEY CONTROL
 EW4360
 EW4360  NGVD 29 (??/??/92)  381.31   (m)         1251.0    (f) COMPUTED    1 1
 EW4360
 EW4360.Superseded values are not recommended for survey control.
 EW4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4360.See file dsdata.txt to determine how the superseded data were derived.
 EW4360
 EW4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520792(NAD 83)
 EW4360_MARKER: DD = SURVEY DISK
 EW4360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4360_SP_SET: CATCH BASIN
 EW4360_STAMPING: BM 56-18 A 1968 5869
 EW4360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4360
 EW4360  HISTORY     - Date     Condition        Report By
 EW4360  HISTORY     - 1968     MONUMENTED       CA-037
 EW4360  HISTORY     - 1971     GOOD             CA-037
 EW4360  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4360
 EW4360                          STATION DESCRIPTION
 EW4360
 EW4360'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4360'AT WOODLAND HILLS.
 EW4360'SOUTH OF WOODLAND HILLS, TOPANGA CANYON BLVD NEAR THE S END OF
 EW4360'THE SECOND HORSESHOE CURVE ABOUT 2.15 MI S OF THE VENTURA
 EW4360'FREEWAY, 69.5 FT SW OF PP 1451474E, 25.7 FT SE OF THE CENTER
 EW4360'OF THE BLVD PAVEMENT.  SET 0.9 FT W OF THE SE CORNER OF AN
 EW4360'OPEN CONCRETE CATCH BASIN OF THE CULVERT AT MARKED SIGN 27-LA
 EW4360'10.26.
 EW4360
 EW4360                          STATION RECOVERY (1971)
 EW4360
 EW4360'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4360'RECOVERED IN GOOD CONDITION.
 EW4360
 EW4360                          STATION RECOVERY (1978)
 EW4360
 EW4360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4361 ***********************************************************************
 EW4361  DESIGNATION -  56 18 B
 EW4361  PID         -  EW4361
 EW4361  STATE/COUNTY-  CA/LOS ANGELES
 EW4361  USGS QUAD   -  CANOGA PARK (1967)
 EW4361
 EW4361                         *CURRENT SURVEY CONTROL
 EW4361  ___________________________________________________________________
 EW4361* NAD 83(1986)-  34 08 38.     (N)    118 36 37.     (W)     SCALED    
 EW4361* NAVD 88     -       359.397  (meters)    1179.12   (feet)  ADJUSTED  
 EW4361  ___________________________________________________________________
 EW4361  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW4361  DYNAMIC HT  -         359.011 (meters)    1177.86  (feet)  COMP
 EW4361  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 EW4361
 EW4361  VERT ORDER  -  FIRST     CLASS I
 EW4361
 EW4361.The horizontal coordinates were scaled from a topographic map and have
 EW4361.an estimated accuracy of +/- 6 seconds.
 EW4361
 EW4361.The orthometric height was determined by differential leveling
 EW4361.and adjusted in June 1995.
 EW4361.WARNING-Repeat measurements at this control monument indicate possible
 EW4361.vertical movement.
 EW4361
 EW4361.The geoid height was determined by GEOID03.
 EW4361
 EW4361.The dynamic height is computed by dividing the NAVD 88
 EW4361.geopotential number by the normal gravity value computed on the
 EW4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4361.degrees latitude (g = 980.6199 gals.).
 EW4361
 EW4361.The modeled gravity was interpolated from observed gravity values.
 EW4361
 EW4361;                    North         East    Units  Estimated Accuracy
 EW4361;SPC CA 5     -   571,600.    1,943,720.      MT  (+/- 180 meters Scaled)
 EW4361
 EW4361                          SUPERSEDED SURVEY CONTROL
 EW4361
 EW4361  NAVD 88 (10/28/92)  359.413  (m)         1179.17   (f) UNKNOWN     1 1
 EW4361  NGVD 29 (??/??/92)  358.625  (m)         1176.59   (f) ADJ UNCH    1 1
 EW4361
 EW4361.Superseded values are not recommended for survey control.
 EW4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4361.See file dsdata.txt to determine how the superseded data were derived.
 EW4361
 EW4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT515792(NAD 83)
 EW4361_MARKER: DD = SURVEY DISK
 EW4361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4361_SP_SET: HEADWALL
 EW4361_STAMPING: BM 56-18B 1968 869
 EW4361_MARK LOGO: CA-037
 EW4361_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4361+STABILITY: SURFACE MOTION
 EW4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4361+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4361
 EW4361  HISTORY     - Date     Condition        Report By
 EW4361  HISTORY     - 1968     MONUMENTED       CA-037
 EW4361  HISTORY     - 1971     GOOD             CA-037
 EW4361  HISTORY     - 1978     GOOD             NGS
 EW4361  HISTORY     - 19890518 GOOD             NGS
 EW4361  HISTORY     - 19940613 GOOD             NGS
 EW4361
 EW4361                          STATION DESCRIPTION
 EW4361
 EW4361'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4361'AT WOODLAND HILLS.
 EW4361'SOUTH OF WOODLAND HILLS, TOPANGA CANYON BLVD, NEAR THE S END
 EW4361'OF THE FIRST HORSESHOE CURVE ABOUT 2 MI S OF THE VENTURA FREEWAY,
 EW4361'0.1 MI S OF THE ENTRANCE TO A LARGE MOBILE HOME PARK, 47 FT SW
 EW4361'OF THE CENTER OF THE BLVD PAVEMENT, SET IN THE TOP OF A CONCRETE
 EW4361'CULVERT HEADWALL AT MARKER 27 LA 10.49, 1.1 FT SE OF THE NW END
 EW4361'AND ABOUT 3 FEET LOWER THAN THE HIGHWAY GRADE.
 EW4361
 EW4361                          STATION RECOVERY (1971)
 EW4361
 EW4361'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4361'RECOVERED IN GOOD CONDITION.
 EW4361
 EW4361                          STATION RECOVERY (1978)
 EW4361
 EW4361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4361'RECOVERED IN GOOD CONDITION.
 EW4361
 EW4361                          STATION RECOVERY (1989)
 EW4361
 EW4361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4361'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM (0.30
 EW4361'MI) SOUTHERLY ALONG TOPANGA CANYON BOULEVARD (STATE HIGHWAY 27) FROM
 EW4361'THE JUNCTION OF CEZANNE AVENUE IN WOODLAND HILLS.
 EW4361
 EW4361                          STATION RECOVERY (1994)
 EW4361
 EW4361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4361'10.0 KM (6.20 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4361'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 0.3 M (1.0
 EW4361'FT) EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT
 EW4361'UNDER THE HIGHWAY, 14.4 M (47.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 EW4361'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK HAS
 EW4361'BEEN MUTILATED AND PART OF THE 8 OF THE 869 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4359 ***********************************************************************
 EW4359  DESIGNATION -  56 18 LA CO
 EW4359  PID         -  EW4359
 EW4359  STATE/COUNTY-  CA/LOS ANGELES
 EW4359  USGS QUAD   -  CANOGA PARK (1967)
 EW4359
 EW4359                         *CURRENT SURVEY CONTROL
 EW4359  ___________________________________________________________________
 EW4359* NAD 83(1986)-  34 08 34.     (N)    118 36 19.     (W)     SCALED    
 EW4359* NAVD 88     -       393.15   (+/-2cm)    1289.9    (feet)  VERTCON   
 EW4359  ___________________________________________________________________
 EW4359  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW4359  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4359
 EW4359.The horizontal coordinates were scaled from a topographic map and have
 EW4359.an estimated accuracy of +/- 6 seconds.
 EW4359
 EW4359.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4359.The vertical order pertains to the NGVD 29 superseded value.
 EW4359
 EW4359.The geoid height was determined by GEOID03.
 EW4359
 EW4359;                    North         East    Units  Estimated Accuracy
 EW4359;SPC CA 5     -   571,470.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4359
 EW4359                          SUPERSEDED SURVEY CONTROL
 EW4359
 EW4359  NGVD 29 (??/??/92)  392.36   (m)         1287.3    (f) COMPUTED    1 2
 EW4359
 EW4359.Superseded values are not recommended for survey control.
 EW4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4359.See file dsdata.txt to determine how the superseded data were derived.
 EW4359
 EW4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519791(NAD 83)
 EW4359_MARKER: DD = SURVEY DISK
 EW4359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4359_SP_SET: CULVERT
 EW4359_STAMPING: 56-18 B M 1960 5869
 EW4359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4359
 EW4359  HISTORY     - Date     Condition        Report By
 EW4359  HISTORY     - 1960     MONUMENTED       CA-037
 EW4359  HISTORY     - 1961     GOOD             NGS
 EW4359
 EW4359                          STATION DESCRIPTION
 EW4359
 EW4359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4359'2.2 MI SW FROM WOODLAND HILLS.
 EW4359'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE INTERSECTION
 EW4359'OF VENTURA BOULEVARD AT WOODLAND HILLS, 0.05 MILE SOUTHEAST
 EW4359'OF A SHARP CURVE, IN THE TOP OF THE NORTHWEST END OF THE
 EW4359'NORTHEAST CONCRETE HEAD WALL OF CULVERT A-10.4 MI., 26 FEET
 EW4359'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 EW4359'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1045 ***********************************************************************
 EW1045  DESIGNATION -  56 18 LACFCD
 EW1045  PID         -  EW1045
 EW1045  STATE/COUNTY-  CA/LOS ANGELES
 EW1045  USGS QUAD   -  EL MONTE (1994)
 EW1045
 EW1045                         *CURRENT SURVEY CONTROL
 EW1045  ___________________________________________________________________
 EW1045* NAD 83(1986)-  34 06 34.     (N)    118 06 53.     (W)     SCALED    
 EW1045* NAVD 88     -       147.78   (+/-2cm)     484.8    (feet)  VERTCON   
 EW1045  ___________________________________________________________________
 EW1045  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EW1045  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1045
 EW1045.The horizontal coordinates were scaled from a topographic map and have
 EW1045.an estimated accuracy of +/- 6 seconds.
 EW1045
 EW1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1045.The vertical order pertains to the NGVD 29 superseded value.
 EW1045
 EW1045.The geoid height was determined by GEOID03.
 EW1045
 EW1045;                    North         East    Units  Estimated Accuracy
 EW1045;SPC CA 5     -   567,610.    1,989,420.      MT  (+/- 180 meters Scaled)
 EW1045
 EW1045                          SUPERSEDED SURVEY CONTROL
 EW1045
 EW1045  NGVD 29 (??/??/92)  147.027  (m)          482.37   (f) ADJ UNCH    1 1
 EW1045
 EW1045.Superseded values are not recommended for survey control.
 EW1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1045.See file dsdata.txt to determine how the superseded data were derived.
 EW1045
 EW1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT971748(NAD 83)
 EW1045_MARKER: DD = SURVEY DISK
 EW1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1045_SP_SET: CATCH BASIN
 EW1045_STAMPING: BM 56-18 1952
 EW1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1045
 EW1045  HISTORY     - Date     Condition        Report By
 EW1045  HISTORY     - 1952     MONUMENTED       CA-037
 EW1045  HISTORY     - 1966     GOOD             CA-037
 EW1045
 EW1045                          STATION DESCRIPTION
 EW1045
 EW1045'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW1045'1 MI N FROM SAN GABRIEL.
 EW1045'ALHAMBRA ROAD AND ROSES ROAD, ABOUT 160 FEET NORTH OF THE
 EW1045'INTERSECTION ON THE EAST SIDE OF ALHAMBRA ROAD, SET IN THE
 EW1045'SOUTHWEST CORNER OF A 3 X 6 FOOT CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4364 ***********************************************************************
 EW4364  DESIGNATION -  56 19 A LA CO
 EW4364  PID         -  EW4364
 EW4364  STATE/COUNTY-  CA/LOS ANGELES
 EW4364  USGS QUAD   -  CANOGA PARK (1967)
 EW4364
 EW4364                         *CURRENT SURVEY CONTROL
 EW4364  ___________________________________________________________________
 EW4364* NAD 83(1986)-  34 08 46.     (N)    118 36 21.     (W)     SCALED    
 EW4364* NAVD 88     -       341.64   (+/-2cm)    1120.9    (feet)  VERTCON   
 EW4364  ___________________________________________________________________
 EW4364  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW4364  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4364
 EW4364.The horizontal coordinates were scaled from a topographic map and have
 EW4364.an estimated accuracy of +/- 6 seconds.
 EW4364
 EW4364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4364.The vertical order pertains to the NGVD 29 superseded value.
 EW4364
 EW4364.The geoid height was determined by GEOID03.
 EW4364
 EW4364;                    North         East    Units  Estimated Accuracy
 EW4364;SPC CA 5     -   571,840.    1,944,130.      MT  (+/- 180 meters Scaled)
 EW4364
 EW4364                          SUPERSEDED SURVEY CONTROL
 EW4364
 EW4364  NGVD 29 (??/??/92)  340.854  (m)         1118.29   (f) ADJ UNCH    1 1
 EW4364
 EW4364.Superseded values are not recommended for survey control.
 EW4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4364.See file dsdata.txt to determine how the superseded data were derived.
 EW4364
 EW4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519795(NAD 83)
 EW4364_MARKER: S = SPIKE
 EW4364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4364_SP_SET: CULVERT
 EW4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4364
 EW4364  HISTORY     - Date     Condition        Report By
 EW4364  HISTORY     - UNK      MONUMENTED       CA-037
 EW4364  HISTORY     - 1968     GOOD             CA-037
 EW4364  HISTORY     - 1971     GOOD             CA-037
 EW4364  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4364
 EW4364                          STATION DESCRIPTION
 EW4364
 EW4364'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4364'AT WOODLAND HILLS.
 EW4364'SOUTH OF WOODLAND HILLS, TOPANGA CANYON BLVD, ON THE W SIDE
 EW4364'ABOUT 1.65 MI S OF THE VENTURA FREEWAY.  SET NEAR THE CENTER
 EW4364'OF THE W WALL OF THE CULVERT AT MILEAGE MARKED A-10.95 MILES.
 EW4364
 EW4364                          STATION RECOVERY (1971)
 EW4364
 EW4364'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4364'RECOVERED IN GOOD CONDITION.
 EW4364
 EW4364                          STATION RECOVERY (1978)
 EW4364
 EW4364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4366 ***********************************************************************
 EW4366  DESIGNATION -  56 19 B
 EW4366  PID         -  EW4366
 EW4366  STATE/COUNTY-  CA/LOS ANGELES
 EW4366  USGS QUAD   -  CANOGA PARK (1967)
 EW4366
 EW4366                         *CURRENT SURVEY CONTROL
 EW4366  ___________________________________________________________________
 EW4366* NAD 83(1986)-  34 08 50.     (N)    118 36 19.     (W)     SCALED    
 EW4366* NAVD 88     -       330.544  (meters)    1084.46   (feet)  ADJUSTED  
 EW4366  ___________________________________________________________________
 EW4366  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW4366  DYNAMIC HT  -         330.190 (meters)    1083.30  (feet)  COMP
 EW4366  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 EW4366  OBS GRAVITY -     979,561.5   (mgal)                       GRAV_OBS
 EW4366
 EW4366  VERT ORDER  -  FIRST     CLASS I
 EW4366
 EW4366.The horizontal coordinates were scaled from a topographic map and have
 EW4366.an estimated accuracy of +/- 6 seconds.
 EW4366
 EW4366.The orthometric height was determined by differential leveling
 EW4366.and adjusted in June 1995.
 EW4366.WARNING-Repeat measurements at this control monument indicate possible
 EW4366.vertical movement.
 EW4366
 EW4366.The geoid height was determined by GEOID03.
 EW4366
 EW4366.The dynamic height is computed by dividing the NAVD 88
 EW4366.geopotential number by the normal gravity value computed on the
 EW4366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4366.degrees latitude (g = 980.6199 gals.).
 EW4366
 EW4366.The modeled gravity was interpolated from observed gravity values.
 EW4366.The observed gravity was obtained from relative gravimeter ties
 EW4366.to the IGSN71 gravity network.
 EW4366
 EW4366;                    North         East    Units  Estimated Accuracy
 EW4366;SPC CA 5     -   571,960.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4366
 EW4366                          SUPERSEDED SURVEY CONTROL
 EW4366
 EW4366  NAVD 88 (10/28/92)  330.520  (m)         1084.38   (f) UNKNOWN     1 1
 EW4366  NGVD 29 (??/??/92)  329.720  (m)         1081.76   (f) ADJ UNCH    1 1
 EW4366
 EW4366.Superseded values are not recommended for survey control.
 EW4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4366.See file dsdata.txt to determine how the superseded data were derived.
 EW4366
 EW4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520796(NAD 83)
 EW4366_MARKER: DD = SURVEY DISK
 EW4366_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4366+WITH SETTING: PAVEMENT
 EW4366_SP_SET: LIGHT POLE FOOTING
 EW4366_STAMPING: BM 56-19 B 1968 5869
 EW4366_MARK LOGO: CA-037
 EW4366_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4366+STABILITY: SURFACE MOTION
 EW4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4366+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4366
 EW4366  HISTORY     - Date     Condition        Report By
 EW4366  HISTORY     - 1968     MONUMENTED       CA-037
 EW4366  HISTORY     - 1971     GOOD             CA-037
 EW4366  HISTORY     - 1978     GOOD             NGS
 EW4366  HISTORY     - 19890516 GOOD             NGS
 EW4366  HISTORY     - 19940613 GOOD             NGS
 EW4366
 EW4366                          STATION DESCRIPTION
 EW4366
 EW4366'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4366'1.6 MI S FROM WOODLAND HILLS.
 EW4366'WOODLAND HILLS, 1.6 MI S OF THE VENTURA FREEWAY, TOPANGA CANYON
 EW4366'BLVD AND CEZANNE AVE, 303 FT N OF THE CENTER LINE OF CEZANNE
 EW4366'AVE AND 43 FEET E OF THE CENTER LINE OF TOPANGA CANYON BLVD, AT
 EW4366'THE S END OF THE BLVD AND SERVICE RD DIVIDER STRIP.  SET IN THE
 EW4366'CONCRETE BASE FOR A STREET LIGHT 1 FT W OF THE STREET LIGHT
 EW4366'POST.
 EW4366
 EW4366                          STATION RECOVERY (1971)
 EW4366
 EW4366'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4366'RECOVERED IN GOOD CONDITION.
 EW4366
 EW4366                          STATION RECOVERY (1978)
 EW4366
 EW4366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4366'RECOVERED IN GOOD CONDITION.
 EW4366
 EW4366                          STATION RECOVERY (1989)
 EW4366
 EW4366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4366'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.2 M
 EW4366'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 EW4366
 EW4366                          STATION RECOVERY (1994)
 EW4366
 EW4366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4366'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4366'CANOGA PARK, THENCE 6.0 KM (3.70 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4366'(TOPANGA CANYON BOULEVARD) , NEAR THE WEST EDGE OF THE CONCRETE
 EW4366'FOOTING FOR A STREET LIGHT POLE IN A MEDIAN, 94.3 M (309.4 FT) NORTH
 EW4366'OF THE CENTER OF CEZANNE AVENUE, 5.7 M (18.7 FT) WEST OF THE CENTER OF
 EW4366'A SERVICE ROAD, 5.0 M (16.4 FT) EAST OF THE CENTERLINE OF THE
 EW4366'NORTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) NORTH OF THE SOUTH END
 EW4366'OF THE MEDIAN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 EW4366'(0.7 FT) EAST OF THE WEST EDGE OF THE FOOTING, AND 0.1 M (0.3 FT) WEST
 EW4366'OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4365 ***********************************************************************
 EW4365  DESIGNATION -  56 19 LA CO
 EW4365  PID         -  EW4365
 EW4365  STATE/COUNTY-  CA/LOS ANGELES
 EW4365  USGS QUAD   -  CANOGA PARK (1967)
 EW4365
 EW4365                         *CURRENT SURVEY CONTROL
 EW4365  ___________________________________________________________________
 EW4365* NAD 83(1986)-  34 08 45.     (N)    118 36 21.     (W)     SCALED    
 EW4365* NAVD 88     -       343.19   (+/-2cm)    1125.9    (feet)  VERTCON   
 EW4365  ___________________________________________________________________
 EW4365  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW4365  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4365
 EW4365.The horizontal coordinates were scaled from a topographic map and have
 EW4365.an estimated accuracy of +/- 6 seconds.
 EW4365
 EW4365.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4365.The vertical order pertains to the NGVD 29 superseded value.
 EW4365
 EW4365.The geoid height was determined by GEOID03.
 EW4365
 EW4365;                    North         East    Units  Estimated Accuracy
 EW4365;SPC CA 5     -   571,810.    1,944,130.      MT  (+/- 180 meters Scaled)
 EW4365
 EW4365                          SUPERSEDED SURVEY CONTROL
 EW4365
 EW4365  NGVD 29 (??/??/92)  342.40   (m)         1123.4    (f) COMPUTED    1 1
 EW4365
 EW4365.Superseded values are not recommended for survey control.
 EW4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4365.See file dsdata.txt to determine how the superseded data were derived.
 EW4365
 EW4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519794(NAD 83)
 EW4365_MARKER: DD = SURVEY DISK
 EW4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4365_STAMPING: B M 56-19 1960 5869
 EW4365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4365+STABILITY: SURFACE MOTION
 EW4365
 EW4365  HISTORY     - Date     Condition        Report By
 EW4365  HISTORY     - 1960     MONUMENTED       CA-037
 EW4365  HISTORY     - 1961     GOOD             NGS
 EW4365  HISTORY     - 1971     GOOD             CA-037
 EW4365  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4365
 EW4365                          STATION DESCRIPTION
 EW4365
 EW4365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4365'1.6 MI S FROM WOODLAND HILLS.
 EW4365'1.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE INTERSECTION
 EW4365'OF VENTURA BOULEVARD AT WOODLAND HILLS, ON THE OUTSIDE OF A
 EW4365'LONG CURVE, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EW4365'18 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF CULVERT
 EW4365'A-10.95 MI., 4 FEET WEST-SOUTHWEST OF POWER LINE POLE 588165H,
 EW4365'4 FEET NORTH OF GUY WIRE ANCHOR, 1.3 FEET NORTH OF A WITNESS
 EW4365'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 EW4365'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EW4365
 EW4365                          STATION RECOVERY (1971)
 EW4365
 EW4365'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4365'RECOVERED IN GOOD CONDITION.
 EW4365
 EW4365                          STATION RECOVERY (1978)
 EW4365
 EW4365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5260 ***********************************************************************
 EW5260  DESIGNATION -  56 2
 EW5260  PID         -  EW5260
 EW5260  STATE/COUNTY-  CA/VENTURA
 EW5260  USGS QUAD   -  SATICOY (1967)
 EW5260
 EW5260                         *CURRENT SURVEY CONTROL
 EW5260  ___________________________________________________________________
 EW5260* NAD 83(1986)-  34 17 12.     (N)    119 08 35.     (W)     SCALED    
 EW5260* NAVD 88     -        49.254  (meters)     161.59   (feet)  READJUSTED
 EW5260  ___________________________________________________________________
 EW5260  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 EW5260  DYNAMIC HT  -          49.200 (meters)     161.42  (feet)  COMP
 EW5260  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 EW5260  OBS GRAVITY -     979,582.6   (mgal)                       GRAV_OBS
 EW5260
 EW5260  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 EW5260
 EW5260.The horizontal coordinates were scaled from a topographic map and have
 EW5260.an estimated accuracy of +/- 6 seconds.
 EW5260
 EW5260.The orthometric height was determined by differential leveling
 EW5260.and adjusted in February 1993.
 EW5260.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 EW5260.distribution rate of 4.1 thru 8.0 mm/km.
 EW5260.The height was derived from older observations constrained to new
 EW5260.heights in a crustal motion area.  The height is approximate in
 EW5260.relation to other heights in its vicinity.
 EW5260
 EW5260.The geoid height was determined by GEOID03.
 EW5260
 EW5260.The dynamic height is computed by dividing the NAVD 88
 EW5260.geopotential number by the normal gravity value computed on the
 EW5260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5260.degrees latitude (g = 980.6199 gals.).
 EW5260
 EW5260.The modeled gravity was interpolated from observed gravity values.
 EW5260.The observed gravity was obtained from relative gravimeter ties
 EW5260.to the IGSN71 gravity network.
 EW5260
 EW5260;                    North         East    Units  Estimated Accuracy
 EW5260;SPC CA 5     -   587,860.    1,894,760.      MT  (+/- 180 meters Scaled)
 EW5260
 EW5260                          SUPERSEDED SURVEY CONTROL
 EW5260
 EW5260  NGVD 29 (??/??/92)   48.496  (m)          159.11   (f) ADJ UNCH    1 1
 EW5260
 EW5260.Superseded values are not recommended for survey control.
 EW5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5260.See file dsdata.txt to determine how the superseded data were derived.
 EW5260
 EW5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT027960(NAD 83)
 EW5260_MARKER: DD = SURVEY DISK
 EW5260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5260_SP_SET: CULVERT
 EW5260_STAMPING: TBM 56-2 1967
 EW5260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5260
 EW5260  HISTORY     - Date     Condition        Report By
 EW5260  HISTORY     - 1967     MONUMENTED       CA-111
 EW5260  HISTORY     - 1971     GOOD             NGS
 EW5260  HISTORY     - 1977     GOOD             NGS
 EW5260  HISTORY     - 19890419 MARK NOT FOUND   NGS
 EW5260  HISTORY     - 19960107 GOOD             USPSQD
 EW5260
 EW5260                          STATION DESCRIPTION
 EW5260
 EW5260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5260'0.4 MI NE FROM SATICOY.
 EW5260'0.35 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW5260'THE LOS ANGELES AVENUE CROSSING AT SATICOY, IN THE TOP AND
 EW5260'0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 EW5260'CONCRETE HEAD WALL OF A BOX CULVERT FOR WASON BARRANCA, 7.1
 EW5260'FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT LEVEL WITH THE
 EW5260'TRACK.
 EW5260
 EW5260                          STATION RECOVERY (1977)
 EW5260
 EW5260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5260'RECOVERED IN GOOD CONDITION.
 EW5260
 EW5260                          STATION RECOVERY (1989)
 EW5260
 EW5260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5260'NOT RECOVERED.  A NEW BOX CULVERT HAS BUILT IN PLACE OF THE OLD ONE.
 EW5260
 EW5260                          STATION RECOVERY (1996)
 EW5260
 EW5260'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3230 ***********************************************************************
 GU3230  DESIGNATION -  56 2 A CADH
 GU3230  PID         -  GU3230
 GU3230  STATE/COUNTY-  CA/MONTEREY
 GU3230  USGS QUAD   -  MONTEREY (1983)
 GU3230
 GU3230                         *CURRENT SURVEY CONTROL
 GU3230  ___________________________________________________________________
 GU3230* NAD 83(1986)-  36 34 24.     (N)    121 54 47.     (W)     SCALED    
 GU3230* NAVD 88     -       164.410  (meters)     539.40   (feet)  ADJUSTED  
 GU3230  ___________________________________________________________________
 GU3230  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 GU3230  DYNAMIC HT  -         164.282 (meters)     538.98  (feet)  COMP
 GU3230  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 GU3230  OBS GRAVITY -     979,844.9   (mgal)                       GRAV_OBS
 GU3230
 GU3230  VERT ORDER  -  FIRST     CLASS I
 GU3230
 GU3230.The horizontal coordinates were scaled from a topographic map and have
 GU3230.an estimated accuracy of +/- 6 seconds.
 GU3230
 GU3230.The orthometric height was determined by differential leveling
 GU3230.and adjusted in June 1991.
 GU3230
 GU3230.The geoid height was determined by GEOID03.
 GU3230
 GU3230.The dynamic height is computed by dividing the NAVD 88
 GU3230.geopotential number by the normal gravity value computed on the
 GU3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU3230.degrees latitude (g = 980.6199 gals.).
 GU3230
 GU3230.The modeled gravity was interpolated from observed gravity values.
 GU3230.The observed gravity was obtained from relative gravimeter ties
 GU3230.to the IGSN71 gravity network.
 GU3230
 GU3230;                    North         East    Units  Estimated Accuracy
 GU3230;SPC CA 4     -   641,550.    1,739,320.      MT  (+/- 180 meters Scaled)
 GU3230
 GU3230                          SUPERSEDED SURVEY CONTROL
 GU3230
 GU3230  NGVD 29 (10/21/93)  163.570  (m)          536.65   (f) ADJUSTED    1 1
 GU3230
 GU3230.Superseded values are not recommended for survey control.
 GU3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3230.See file dsdata.txt to determine how the superseded data were derived.
 GU3230
 GU3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF972480(NAD 83)
 GU3230_MARKER: DD = SURVEY DISK
 GU3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU3230_SP_SET: CONCRETE POST
 GU3230_STAMPING: 56 2A CALIF DIV OF HWYS
 GU3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU3230+STABILITY: SURFACE MOTION
 GU3230
 GU3230  HISTORY     - Date     Condition        Report By
 GU3230  HISTORY     - UNK      MONUMENTED       CADH
 GU3230  HISTORY     - 1977     GOOD             NGS
 GU3230  HISTORY     - 20090119 GOOD             GEOCAC
 GU3230
 GU3230                          STATION DESCRIPTION
 GU3230
 GU3230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GU3230'1.9 MI SOUTH FROM MONTEREY.
 GU3230'1.9 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 GU3230'MONTEREY, 0.1 MILE SOUTH OF OVERPASS OF PACIFIC GROVE CARMEL
 GU3230'HIGHWAY, WHERE IT JUNCTIONS WITH HIGHWAY 1, AND SET IN MEDIAN.
 GU3230
 GU3230                          STATION RECOVERY (2009)
 GU3230
 GU3230'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 GU3230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU3225 ***********************************************************************
 GU3225  DESIGNATION -  56 2 CADH
 GU3225  PID         -  GU3225
 GU3225  STATE/COUNTY-  CA/MONTEREY
 GU3225  USGS QUAD   -  MONTEREY (1983)
 GU3225
 GU3225                         *CURRENT SURVEY CONTROL
 GU3225  ___________________________________________________________________
 GU3225* NAD 83(1986)-  36 34 16.     (N)    121 54 46.     (W)     SCALED    
 GU3225* NAVD 88     -       166.326  (meters)     545.69   (feet)  ADJUSTED  
 GU3225  ___________________________________________________________________
 GU3225  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 GU3225  DYNAMIC HT  -         166.197 (meters)     545.26  (feet)  COMP
 GU3225  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 GU3225
 GU3225  VERT ORDER  -  FIRST     CLASS I
 GU3225
 GU3225.The horizontal coordinates were scaled from a topographic map and have
 GU3225.an estimated accuracy of +/- 6 seconds.
 GU3225
 GU3225.The orthometric height was determined by differential leveling
 GU3225.and adjusted in June 1991.
 GU3225
 GU3225.The geoid height was determined by GEOID03.
 GU3225
 GU3225.The dynamic height is computed by dividing the NAVD 88
 GU3225.geopotential number by the normal gravity value computed on the
 GU3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU3225.degrees latitude (g = 980.6199 gals.).
 GU3225
 GU3225.The modeled gravity was interpolated from observed gravity values.
 GU3225
 GU3225;                    North         East    Units  Estimated Accuracy
 GU3225;SPC CA 4     -   641,300.    1,739,340.      MT  (+/- 180 meters Scaled)
 GU3225
 GU3225                          SUPERSEDED SURVEY CONTROL
 GU3225
 GU3225  NGVD 29 (10/21/93)  165.487  (m)          542.94   (f) ADJUSTED    1 1
 GU3225
 GU3225.Superseded values are not recommended for survey control.
 GU3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU3225.See file dsdata.txt to determine how the superseded data were derived.
 GU3225
 GU3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF972478(NAD 83)
 GU3225_MARKER: DB = BENCH MARK DISK
 GU3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU3225_SP_SET: CONCRETE POST
 GU3225_STAMPING: 56 2 CALIF DIV OF HWYS
 GU3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU3225+STABILITY: SURFACE MOTION
 GU3225
 GU3225  HISTORY     - Date     Condition        Report By
 GU3225  HISTORY     - UNK      MONUMENTED       CADH
 GU3225  HISTORY     - 1977     GOOD             NGS
 GU3225
 GU3225                          STATION DESCRIPTION
 GU3225
 GU3225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 GU3225'2.0 MI SOUTH FROM MONTEREY.
 GU3225'2.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST
 GU3225'OFFICE IN MONTEREY, SET IN THE MEDIAN, 0.2 MILE SOUTH
 GU3225'OF THE OVERPASS OF PACIFIC GROVE CARMEL HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5261 ***********************************************************************
 EW5261  DESIGNATION -  56 2 RM 1
 EW5261  PID         -  EW5261
 EW5261  STATE/COUNTY-  CA/VENTURA
 EW5261  USGS QUAD   -  SATICOY (1967)
 EW5261
 EW5261                         *CURRENT SURVEY CONTROL
 EW5261  ___________________________________________________________________
 EW5261* NAD 83(1986)-  34 17 13.     (N)    119 08 36.     (W)     SCALED    
 EW5261* NAVD 88     -        49.381  (meters)     162.01   (feet)  READJUSTED
 EW5261  ___________________________________________________________________
 EW5261  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 EW5261  DYNAMIC HT  -          49.330 (meters)     161.84  (feet)  COMP
 EW5261  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 EW5261
 EW5261  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 EW5261
 EW5261.The horizontal coordinates were scaled from a topographic map and have
 EW5261.an estimated accuracy of +/- 6 seconds.
 EW5261
 EW5261.The orthometric height was determined by differential leveling
 EW5261.and adjusted in February 1993.
 EW5261.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 EW5261.distribution rate of 4.1 thru 8.0 mm/km.
 EW5261.The height was derived from older observations constrained to new
 EW5261.heights in a crustal motion area.  The height is approximate in
 EW5261.relation to other heights in its vicinity.
 EW5261
 EW5261.The geoid height was determined by GEOID03.
 EW5261
 EW5261.The dynamic height is computed by dividing the NAVD 88
 EW5261.geopotential number by the normal gravity value computed on the
 EW5261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5261.degrees latitude (g = 980.6199 gals.).
 EW5261
 EW5261.The modeled gravity was interpolated from observed gravity values.
 EW5261
 EW5261;                    North         East    Units  Estimated Accuracy
 EW5261;SPC CA 5     -   587,890.    1,894,740.      MT  (+/- 180 meters Scaled)
 EW5261
 EW5261                          SUPERSEDED SURVEY CONTROL
 EW5261
 EW5261  NGVD 29 (??/??/92)   48.624  (m)          159.53   (f) ADJ UNCH    1 1
 EW5261
 EW5261.Superseded values are not recommended for survey control.
 EW5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5261.See file dsdata.txt to determine how the superseded data were derived.
 EW5261
 EW5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT027960(NAD 83)
 EW5261_MARKER: DR = REFERENCE MARK DISK
 EW5261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5261_SP_SET: CULVERT
 EW5261_STAMPING: TBM 56-2 RM 1 1970
 EW5261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5261
 EW5261  HISTORY     - Date     Condition        Report By
 EW5261  HISTORY     - 1970     MONUMENTED       CA-111
 EW5261  HISTORY     - 1971     MARK NOT FOUND   NGS
 EW5261  HISTORY     - 1977     GOOD             NGS
 EW5261  HISTORY     - 19890419 MARK NOT FOUND   NGS
 EW5261  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW5261
 EW5261                          STATION DESCRIPTION
 EW5261
 EW5261'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1970
 EW5261'AT SATICOY.
 EW5261'1178 FT. NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STA-
 EW5261'TION AT SATICOY, 155 FT. SOUTH ON THE PROLONGATION OF CENTERLINE OF
 EW5261'CAMPAULA AVE., 41 FT. EAST OF CENTERLINE OF CAMPAULA AVE., 9 FT. NORTH
 EW5261'OF CENTERLINE OF SOUTHERN PACIFIC RAILROAD TRACKS. A BRASS CAPPED MON-
 EW5261'UMENT SET IN TOP AND 0.9 FOOT FROM WEST END OF A 12-IN. BY 13-FT. 6-IN
 EW5261'CONCRETE HEADWALL OF BOX CULVERT OF FRANKLIN BARRANCA. NOTE--5TH ST.
 EW5261'IS NOW AZAHAR STREET.
 EW5261
 EW5261                          STATION RECOVERY (1971)
 EW5261
 EW5261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW5261'MARK NOT FOUND.
 EW5261
 EW5261                          STATION RECOVERY (1977)
 EW5261
 EW5261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5261'0.35 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5261'LOS ANGELES AVENUE CROSSING AT SATICOY, IN TOP AND 0.9 FT NORTHEAST OF
 EW5261'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT
 EW5261'OVER A FLOOD CONTROL DITCH, 7.0 FT NORTHWEST OF THE NORTHWEST RAIL,
 EW5261'21.0 FT WEST OF BENCH MARK 56-2
 EW5261
 EW5261                          STATION RECOVERY (1989)
 EW5261
 EW5261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5261'NOT RECOVERED.  A NEW BOX CULVERT HAS BEEN BUILT IN PLACE OF THE OLD
 EW5261'ONE.
 EW5261
 EW5261                          STATION RECOVERY (1996)
 EW5261
 EW5261'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9437 ***********************************************************************
 EW9437  DESIGNATION -  56 2 RM 3X
 EW9437  PID         -  EW9437
 EW9437  STATE/COUNTY-  CA/VENTURA
 EW9437  USGS QUAD   -  SATICOY (1967)
 EW9437
 EW9437                         *CURRENT SURVEY CONTROL
 EW9437  ___________________________________________________________________
 EW9437* NAD 83(1986)-  34 17 12.     (N)    119 08 36.     (W)     SCALED    
 EW9437* NAVD 88     -        49.299  (meters)     161.74   (feet)  ADJUSTED  
 EW9437  ___________________________________________________________________
 EW9437  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 EW9437  DYNAMIC HT  -          49.247 (meters)     161.57  (feet)  COMP
 EW9437  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 EW9437
 EW9437  VERT ORDER  -  FIRST     CLASS II
 EW9437
 EW9437.The horizontal coordinates were scaled from a topographic map and have
 EW9437.an estimated accuracy of +/- 6 seconds.
 EW9437
 EW9437.The orthometric height was determined by differential leveling
 EW9437.and adjusted in June 1991.
 EW9437
 EW9437.The geoid height was determined by GEOID03.
 EW9437
 EW9437.The dynamic height is computed by dividing the NAVD 88
 EW9437.geopotential number by the normal gravity value computed on the
 EW9437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9437.degrees latitude (g = 980.6199 gals.).
 EW9437
 EW9437.The modeled gravity was interpolated from observed gravity values.
 EW9437
 EW9437;                    North         East    Units  Estimated Accuracy
 EW9437;SPC CA 5     -   587,860.    1,894,740.      MT  (+/- 180 meters Scaled)
 EW9437
 EW9437                          SUPERSEDED SURVEY CONTROL
 EW9437
 EW9437.No superseded survey control is available for this station.
 EW9437
 EW9437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT027960(NAD 83)
 EW9437_MARKER: DD = SURVEY DISK
 EW9437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9437_SP_SET: HEADWALL
 EW9437_STAMPING: 56-2 RM-3X 1989
 EW9437_MARK LOGO: CA-111
 EW9437_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9437+STABILITY: SURFACE MOTION
 EW9437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9437+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1989
 EW9437
 EW9437  HISTORY     - Date     Condition        Report By
 EW9437  HISTORY     - 1989     MONUMENTED       CA-111
 EW9437  HISTORY     - 19890420 GOOD             NGS
 EW9437  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW9437
 EW9437                          STATION DESCRIPTION
 EW9437
 EW9437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9437'0.6 KM (0.35 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW9437'FROM ITS JUNCTION WITH LOS ANGELES AVENUE IN SATICOY, IN TOP OF AND
 EW9437'0.35 M (1.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 EW9437'CONCRETE HEADWALL OF FRANKLIN WASSON CHANNEL, 2.0 M (6.6 FT)
 EW9437'SOUTHEASTOF THE NEAR RAIL AND LEVEL WITH THE RAILROAD TRACKS
 EW9437
 EW9437                          STATION RECOVERY (1996)
 EW9437
 EW9437'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW9437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4368 ***********************************************************************
 EW4368  DESIGNATION -  56 20 A
 EW4368  PID         -  EW4368
 EW4368  STATE/COUNTY-  CA/LOS ANGELES
 EW4368  USGS QUAD   -  CANOGA PARK (1967)
 EW4368
 EW4368                         *CURRENT SURVEY CONTROL
 EW4368  ___________________________________________________________________
 EW4368* NAD 83(1986)-  34 09 08.     (N)    118 36 19.     (W)     SCALED    
 EW4368* NAVD 88     -       302.732  (meters)     993.21   (feet)  ADJUSTED  
 EW4368  ___________________________________________________________________
 EW4368  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EW4368  DYNAMIC HT  -         302.408 (meters)     992.15  (feet)  COMP
 EW4368  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 EW4368
 EW4368  VERT ORDER  -  FIRST     CLASS I
 EW4368
 EW4368.The horizontal coordinates were scaled from a topographic map and have
 EW4368.an estimated accuracy of +/- 6 seconds.
 EW4368
 EW4368.The orthometric height was determined by differential leveling
 EW4368.and adjusted in June 1995.
 EW4368.WARNING-Repeat measurements at this control monument indicate possible
 EW4368.vertical movement.
 EW4368
 EW4368.The geoid height was determined by GEOID03.
 EW4368
 EW4368.The dynamic height is computed by dividing the NAVD 88
 EW4368.geopotential number by the normal gravity value computed on the
 EW4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4368.degrees latitude (g = 980.6199 gals.).
 EW4368
 EW4368.The modeled gravity was interpolated from observed gravity values.
 EW4368
 EW4368;                    North         East    Units  Estimated Accuracy
 EW4368;SPC CA 5     -   572,520.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4368
 EW4368                          SUPERSEDED SURVEY CONTROL
 EW4368
 EW4368  NAVD 88 (10/28/92)  302.743  (m)          993.25   (f) UNKNOWN     1 1
 EW4368  NGVD 29 (??/??/92)  301.956  (m)          990.67   (f) ADJ UNCH    1 1
 EW4368
 EW4368.Superseded values are not recommended for survey control.
 EW4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4368.See file dsdata.txt to determine how the superseded data were derived.
 EW4368
 EW4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520801(NAD 83)
 EW4368_MARKER: DD = SURVEY DISK
 EW4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4368_SP_SET: CONCRETE POST
 EW4368_MARK LOGO: CA-037
 EW4368_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4368+STABILITY: SURFACE MOTION
 EW4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4368+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4368
 EW4368  HISTORY     - Date     Condition        Report By
 EW4368  HISTORY     - UNK      MONUMENTED       CA1980
 EW4368  HISTORY     - 1968     GOOD             CA1980
 EW4368  HISTORY     - 1971     GOOD             NGS
 EW4368  HISTORY     - 1978     GOOD             NGS
 EW4368  HISTORY     - 19890518 GOOD             NGS
 EW4368  HISTORY     - 19940613 GOOD             NGS
 EW4368
 EW4368                          STATION DESCRIPTION
 EW4368
 EW4368'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4368'1.2 MI S FROM WOODLAND HILLS.
 EW4368'WOODLAND HILLS, 1.25 MI S OF THE VENTURA FREEWAY, TOPANGA
 EW4368'CANYON BLVD, DE LA LUZ AVE AND CARDINAS AVE, 30 FT E OF THE
 EW4368'W CURB OF TOPANGA CANYON BLVD AND 12 FT S OF THE N CURB LINE OF
 EW4368'DE LA LUZ AVE.  SET IN ABOUT 8 INCHES BELOW THE SURFACE IN A
 EW4368'WELL AND PROTECTED BY A CAST IRON COVER.
 EW4368
 EW4368                          STATION RECOVERY (1971)
 EW4368
 EW4368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW4368'RECOVERED IN GOOD CONDITION.
 EW4368
 EW4368                          STATION RECOVERY (1978)
 EW4368
 EW4368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4368'RECOVERED IN GOOD CONDITION.
 EW4368
 EW4368                          STATION RECOVERY (1989)
 EW4368
 EW4368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4368'RECOVERED IN GOOD CONDITION.
 EW4368
 EW4368                          STATION RECOVERY (1994)
 EW4368
 EW4368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4368'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4368'CANOGA PARK, THENCE 5.4 KM (3.35 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4368'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 3.6 M
 EW4368'(11.8 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4368'HIGHWAY, 3.4 M (11.2 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4368'LANES OF THE HIGHWAY, 1.0 M (3.3 FT) NORTH OF THE EXTENDED CENTER OF
 EW4368'DELA LUZ AVENUE, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 EW4368'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN
 EW4368'8-INCH METAL COVER CAST CITY OF L.A. ENGINEERING MONUMENT.  THE DISK
 EW4368'IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4378 ***********************************************************************
 EW4378  DESIGNATION -  56 22
 EW4378  PID         -  EW4378
 EW4378  STATE/COUNTY-  CA/LOS ANGELES
 EW4378  USGS QUAD   -  CANOGA PARK (1967)
 EW4378
 EW4378                         *CURRENT SURVEY CONTROL
 EW4378  ___________________________________________________________________
 EW4378* NAD 83(1986)-  34 09 43.     (N)    118 36 20.     (W)     SCALED    
 EW4378* NAVD 88     -       281.273  (meters)     922.81   (feet)  ADJUSTED  
 EW4378  ___________________________________________________________________
 EW4378  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW4378  DYNAMIC HT  -         280.973 (meters)     921.83  (feet)  COMP
 EW4378  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 EW4378
 EW4378  VERT ORDER  -  FIRST     CLASS I
 EW4378
 EW4378.The horizontal coordinates were scaled from a topographic map and have
 EW4378.an estimated accuracy of +/- 6 seconds.
 EW4378
 EW4378.The orthometric height was determined by differential leveling
 EW4378.and adjusted in June 1995.
 EW4378
 EW4378.The geoid height was determined by GEOID03.
 EW4378
 EW4378.The dynamic height is computed by dividing the NAVD 88
 EW4378.geopotential number by the normal gravity value computed on the
 EW4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4378.degrees latitude (g = 980.6199 gals.).
 EW4378
 EW4378.The modeled gravity was interpolated from observed gravity values.
 EW4378
 EW4378;                    North         East    Units  Estimated Accuracy
 EW4378;SPC CA 5     -   573,600.    1,944,160.      MT  (+/- 180 meters Scaled)
 EW4378
 EW4378                          SUPERSEDED SURVEY CONTROL
 EW4378
 EW4378  NAVD 88 (10/28/92)  281.266  (m)          922.79   (f) UNKNOWN     1 1
 EW4378  NGVD 29 (??/??/92)  280.475  (m)          920.19   (f) ADJ UNCH    1 1
 EW4378
 EW4378.Superseded values are not recommended for survey control.
 EW4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4378.See file dsdata.txt to determine how the superseded data were derived.
 EW4378
 EW4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520812(NAD 83)
 EW4378_MARKER: B = BOLT
 EW4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4378_SP_SET: CONCRETE POST
 EW4378_MARK LOGO: NONE  
 EW4378_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4378+STABILITY: SURFACE MOTION
 EW4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4378+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4378
 EW4378  HISTORY     - Date     Condition        Report By
 EW4378  HISTORY     - UNK      MONUMENTED       CA1980
 EW4378  HISTORY     - 1968     GOOD             CA1980
 EW4378  HISTORY     - 1971     GOOD             CA1980
 EW4378  HISTORY     - 1978     GOOD             NGS
 EW4378  HISTORY     - 19890518 GOOD             NGS
 EW4378  HISTORY     - 19940613 GOOD             NGS
 EW4378
 EW4378                          STATION DESCRIPTION
 EW4378
 EW4378'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4378'0.6 MI S FROM WOODLAND HILLS.
 EW4378'WOODLAND HILLS, 0.55 MI S OF THE VENTURA FREEWAY, TOPANGA CANYON
 EW4378'BLVD AND MARTINEZ STREET, ON THE CENTER LINE OF TOPANGA CANYON
 EW4378'BLVD 35.7 FT S OF THE CENTER LINE INTERSECTION, SET ABOUT 10
 EW4378'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 EW4378'IRON COVER MARKED CITY OF LOS ANGELES ENGINEERING.
 EW4378
 EW4378                          STATION RECOVERY (1971)
 EW4378
 EW4378'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4378'RECOVERED IN GOOD CONDITION.
 EW4378
 EW4378                          STATION RECOVERY (1978)
 EW4378
 EW4378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4378'RECOVERED IN GOOD CONDITION.
 EW4378
 EW4378                          STATION RECOVERY (1989)
 EW4378
 EW4378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4378'RECOVERED IN GOOD CONDITION.
 EW4378
 EW4378                          STATION RECOVERY (1994)
 EW4378
 EW4378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4378'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4378'CANOGA PARK, THENCE 4.3 KM (2.65 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4378'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 10.8 M
 EW4378'(35.4 FT) SOUTH OF THE CENTER OF MARTINEZ STREET, 3.4 M (11.2 FT) EAST
 EW4378'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.4 M (11.2
 EW4378'FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND
 EW4378'THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 EW4378'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL
 EW4378'COVER CAST CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9146 ***********************************************************************
 JT9146  DESIGNATION -  56 3
 JT9146  PID         -  JT9146
 JT9146  STATE/COUNTY-  CA/NAPA
 JT9146  USGS QUAD   -  NAPA (1980)
 JT9146
 JT9146                         *CURRENT SURVEY CONTROL
 JT9146  ___________________________________________________________________
 JT9146* NAD 83(1986)-  38 18 54.     (N)    122 17 52.     (W)     SCALED    
 JT9146* NAVD 88     -        14.80   (+/-2cm)      48.6    (feet)  VERTCON   
 JT9146  ___________________________________________________________________
 JT9146  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9146  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9146
 JT9146.The horizontal coordinates were scaled from a topographic map and have
 JT9146.an estimated accuracy of +/- 6 seconds.
 JT9146
 JT9146.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9146.The vertical order pertains to the NGVD 29 superseded value.
 JT9146
 JT9146.The geoid height was determined by GEOID03.
 JT9146
 JT9146;                    North         East    Units  Estimated Accuracy
 JT9146;SPC CA 2     -   572,010.    1,973,960.      MT  (+/- 180 meters Scaled)
 JT9146
 JT9146                          SUPERSEDED SURVEY CONTROL
 JT9146
 JT9146  NGVD 29 (??/??/92)   14.02   (m)           46.0    (f) COMPUTED    2 2
 JT9146
 JT9146.Superseded values are not recommended for survey control.
 JT9146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9146.See file dsdata.txt to determine how the superseded data were derived.
 JT9146
 JT9146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613409(NAD 83)
 JT9146_MARKER: DD = SURVEY DISK
 JT9146_SETTING: 0 = UNSPECIFIED SETTING
 JT9146_MARK LOGO: CA2330
 JT9146_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9146
 JT9146  HISTORY     - Date     Condition        Report By
 JT9146  HISTORY     - 1971     MONUMENTED       CA2330
 JT9146
 JT9146                          STATION DESCRIPTION
 JT9146
 JT9146'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9146'AT INTERSECTION OF JEFFERSON AND PUEBLO, A BRASS CAP AT NORTHWEST
 JT9146'CORNER AT TRAFFIC CONTROLLER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4045 ***********************************************************************
 EW4045  DESIGNATION -  56 4 A LA CO
 EW4045  PID         -  EW4045
 EW4045  STATE/COUNTY-  CA/LOS ANGELES
 EW4045  USGS QUAD   -  TOPANGA (1991)
 EW4045
 EW4045                         *CURRENT SURVEY CONTROL
 EW4045  ___________________________________________________________________
 EW4045* NAD 83(1986)-  34 04 04.     (N)    118 35 13.     (W)     SCALED    
 EW4045* NAVD 88     -        93.07   (+/-2cm)     305.3    (feet)  VERTCON   
 EW4045  ___________________________________________________________________
 EW4045  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW4045  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4045
 EW4045.The horizontal coordinates were scaled from a topographic map and have
 EW4045.an estimated accuracy of +/- 6 seconds.
 EW4045
 EW4045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4045.The vertical order pertains to the NGVD 29 superseded value.
 EW4045
 EW4045.The geoid height was determined by GEOID03.
 EW4045
 EW4045;                    North         East    Units  Estimated Accuracy
 EW4045;SPC CA 5     -   563,140.    1,945,820.      MT  (+/- 180 meters Scaled)
 EW4045
 EW4045                          SUPERSEDED SURVEY CONTROL
 EW4045
 EW4045  NGVD 29 (??/??/92)   92.287  (m)          302.78   (f) ADJ UNCH    1 1
 EW4045
 EW4045.Superseded values are not recommended for survey control.
 EW4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4045.See file dsdata.txt to determine how the superseded data were derived.
 EW4045
 EW4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT535708(NAD 83)
 EW4045_MARKER: B = BOLT
 EW4045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4045_SP_SET: CABLE SUPPORT
 EW4045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4045
 EW4045  HISTORY     - Date     Condition        Report By
 EW4045  HISTORY     - UNK      MONUMENTED       CA-037
 EW4045  HISTORY     - 1968     GOOD             CA-037
 EW4045
 EW4045                          STATION DESCRIPTION
 EW4045
 EW4045'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4045'1.5 MI SE FROM FERNWOOD.
 EW4045'1.5 MI SE OF FERNWOOD, TOPANGA CANYON BLVD ABOUT 2.1 MI N OF THE
 EW4045'PACIFIC COAST HIGHWAY, ABOUT 0.1 MI N OF THE CONCRETE BRIDGE
 EW4045'OVER TOPANGA CREEK, AT A LA COUNTY FLOOD CONTROL DISTRICT STREAM
 EW4045'GAGING CAR CABLE SUPPORT, 34.4 FT E OF THE CENTER OF PAVEMENT,
 EW4045'CHISELED IN THE TOP OF THE N ANCHOR BOLT FOR THE STEEL A FRAME
 EW4045'CABLE SUPPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4046 ***********************************************************************
 EW4046  DESIGNATION -  56 4 B LA CO
 EW4046  PID         -  EW4046
 EW4046  STATE/COUNTY-  CA/LOS ANGELES
 EW4046  USGS QUAD   -  TOPANGA (1991)
 EW4046
 EW4046                         *CURRENT SURVEY CONTROL
 EW4046  ___________________________________________________________________
 EW4046* NAD 83(1986)-  34 04 10.     (N)    118 35 13.     (W)     SCALED    
 EW4046* NAVD 88     -       100.05   (+/-2cm)     328.2    (feet)  VERTCON   
 EW4046  ___________________________________________________________________
 EW4046  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EW4046  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4046
 EW4046.The horizontal coordinates were scaled from a topographic map and have
 EW4046.an estimated accuracy of +/- 6 seconds.
 EW4046
 EW4046.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4046.The vertical order pertains to the NGVD 29 superseded value.
 EW4046
 EW4046.The geoid height was determined by GEOID03.
 EW4046
 EW4046;                    North         East    Units  Estimated Accuracy
 EW4046;SPC CA 5     -   563,320.    1,945,820.      MT  (+/- 180 meters Scaled)
 EW4046
 EW4046                          SUPERSEDED SURVEY CONTROL
 EW4046
 EW4046  NGVD 29 (??/??/92)   99.271  (m)          325.69   (f) ADJ UNCH    1 1
 EW4046
 EW4046.Superseded values are not recommended for survey control.
 EW4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4046.See file dsdata.txt to determine how the superseded data were derived.
 EW4046
 EW4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT535709(NAD 83)
 EW4046_MARKER: DD = SURVEY DISK
 EW4046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4046_SP_SET: CULVERT
 EW4046_STAMPING: BM 56-4 B 1968 5869
 EW4046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4046
 EW4046  HISTORY     - Date     Condition        Report By
 EW4046  HISTORY     - 1968     MONUMENTED       CA-037
 EW4046  HISTORY     - 1971     GOOD             CA-037
 EW4046
 EW4046                          STATION DESCRIPTION
 EW4046
 EW4046'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4046'1.4 MI SE FROM FERNWOOD.
 EW4046'1.4 MI SE OF FERNWOOD, TOPANGA CANYON BLVD ABOUT 2.25 MI N OF
 EW4046'THE PACIFIC COAST HWY, 0.25 MI N OF THE CONCRETE BRIDGE OVER
 EW4046'TOPANGA CREEK, 14.5 FT W OF THE CENTER OF THE PAVEMENT, SET IN
 EW4046'THE TOP OF A CONCRETE CULVERT HEADWALL 1.5 FT N OF THE SE
 EW4046'CORNER OF THE HEADWALL.
 EW4046
 EW4046                          STATION RECOVERY (1971)
 EW4046
 EW4046'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4049 ***********************************************************************
 EW4049  DESIGNATION -  56 4 C LA CO
 EW4049  PID         -  EW4049
 EW4049  STATE/COUNTY-  CA/LOS ANGELES
 EW4049  USGS QUAD   -  TOPANGA (1991)
 EW4049
 EW4049                         *CURRENT SURVEY CONTROL
 EW4049  ___________________________________________________________________
 EW4049* NAD 83(1986)-  34 04 21.     (N)    118 35 16.     (W)     SCALED    
 EW4049* NAVD 88     -       133.26   (+/-2cm)     437.2    (feet)  VERTCON   
 EW4049  ___________________________________________________________________
 EW4049  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EW4049  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4049
 EW4049.The horizontal coordinates were scaled from a topographic map and have
 EW4049.an estimated accuracy of +/- 6 seconds.
 EW4049
 EW4049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4049.The vertical order pertains to the NGVD 29 superseded value.
 EW4049
 EW4049.The geoid height was determined by GEOID03.
 EW4049
 EW4049;                    North         East    Units  Estimated Accuracy
 EW4049;SPC CA 5     -   563,660.    1,945,750.      MT  (+/- 180 meters Scaled)
 EW4049
 EW4049                          SUPERSEDED SURVEY CONTROL
 EW4049
 EW4049  NGVD 29 (??/??/92)  132.484  (m)          434.66   (f) ADJ UNCH    1 1
 EW4049
 EW4049.Superseded values are not recommended for survey control.
 EW4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4049.See file dsdata.txt to determine how the superseded data were derived.
 EW4049
 EW4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT534713(NAD 83)
 EW4049_MARKER: DD = SURVEY DISK
 EW4049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4049_SP_SET: CULVERT
 EW4049_STAMPING: BM 56-4 C 1968 5869
 EW4049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4049
 EW4049  HISTORY     - Date     Condition        Report By
 EW4049  HISTORY     - 1968     MONUMENTED       CA-037
 EW4049  HISTORY     - 1971     GOOD             CA-037
 EW4049
 EW4049                          STATION DESCRIPTION
 EW4049
 EW4049'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4049'1.2 MI SE FROM FERNWOOD.
 EW4049'1.2 MI SE OF FERNWOOD, TOPANGA CANYON BLVD, ON THE WEST SIDE,
 EW4049'ABOUT 2.45 MI N OF THE PACIFIC COAST HWY, 58.5 FT W OF THE
 EW4049'CENTER OF THE PAVEMENT 49.6 FT SW OF PP 775251E.  SET IN THE TOP
 EW4049'OF A CONCRETE CULVERT HEADWALL 1 FOOT SOUTH OF THE N END.
 EW4049
 EW4049                          STATION RECOVERY (1971)
 EW4049
 EW4049'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4053 ***********************************************************************
 EW4053  DESIGNATION -  56 4 D
 EW4053  PID         -  EW4053
 EW4053  STATE/COUNTY-  CA/LOS ANGELES
 EW4053  USGS QUAD   -  TOPANGA (1991)
 EW4053
 EW4053                         *CURRENT SURVEY CONTROL
 EW4053  ___________________________________________________________________
 EW4053* NAD 83(1986)-  34 04 26.     (N)    118 35 18.     (W)     SCALED    
 EW4053* NAVD 88     -       164.469  (meters)     539.60   (feet)  ADJUSTED  
 EW4053  ___________________________________________________________________
 EW4053  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW4053  DYNAMIC HT  -         164.293 (meters)     539.02  (feet)  COMP
 EW4053  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 EW4053
 EW4053  VERT ORDER  -  FIRST     CLASS I
 EW4053
 EW4053.The horizontal coordinates were scaled from a topographic map and have
 EW4053.an estimated accuracy of +/- 6 seconds.
 EW4053
 EW4053.The orthometric height was determined by differential leveling
 EW4053.and adjusted in June 1995.
 EW4053
 EW4053.The geoid height was determined by GEOID03.
 EW4053
 EW4053.The dynamic height is computed by dividing the NAVD 88
 EW4053.geopotential number by the normal gravity value computed on the
 EW4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4053.degrees latitude (g = 980.6199 gals.).
 EW4053
 EW4053.The modeled gravity was interpolated from observed gravity values.
 EW4053
 EW4053;                    North         East    Units  Estimated Accuracy
 EW4053;SPC CA 5     -   563,820.    1,945,700.      MT  (+/- 180 meters Scaled)
 EW4053
 EW4053                          SUPERSEDED SURVEY CONTROL
 EW4053
 EW4053  NAVD 88 (10/28/92)  164.487  (m)          539.65   (f) UNKNOWN     1 1
 EW4053  NGVD 29 (??/??/92)  163.709  (m)          537.10   (f) ADJ UNCH    1 1
 EW4053
 EW4053.Superseded values are not recommended for survey control.
 EW4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4053.See file dsdata.txt to determine how the superseded data were derived.
 EW4053
 EW4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT534714(NAD 83)
 EW4053_MARKER: DD = SURVEY DISK
 EW4053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4053_SP_SET: HEADWALL
 EW4053_STAMPING: BM 56-4D 1968 5869
 EW4053_MARK LOGO: CA-037
 EW4053_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4053+STABILITY: SURFACE MOTION
 EW4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4053+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4053
 EW4053  HISTORY     - Date     Condition        Report By
 EW4053  HISTORY     - 1968     MONUMENTED       CA-037
 EW4053  HISTORY     - 1971     GOOD             CA-037
 EW4053  HISTORY     - 1978     GOOD             NGS
 EW4053  HISTORY     - 19890518 GOOD             NGS
 EW4053  HISTORY     - 19940614 GOOD             NGS
 EW4053
 EW4053                          STATION DESCRIPTION
 EW4053
 EW4053'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4053'1 MI SE FROM FERNWOOD.
 EW4053'1 MI SE OF FERNWOOD, TOPANGA CANYON BLVD, ON THE W SIDE ABOUT
 EW4053'2.75 MI N OF THE PACIFIC COAST HWY, 100 FT N OF TELEPHONE POLE
 EW4053'29554Y, 69.5 FT SW OF PP 751027E AND 17.4 FT W OF THE CENTER
 EW4053'OF THE PAVEMENT, SET IN THE TOP OF THE CONCRETE CULVERT HEADWALL
 EW4053'1 FOOT S OF THE N CORNER OF HEADWALL AND AT ABOUT THE SAME
 EW4053'LEVEL AS THE ROAD PAVEMENT.
 EW4053
 EW4053                          STATION RECOVERY (1971)
 EW4053
 EW4053'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4053'RECOVERED IN GOOD CONDITION.
 EW4053
 EW4053                          STATION RECOVERY (1978)
 EW4053
 EW4053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4053'RECOVERED IN GOOD CONDITION.
 EW4053
 EW4053                          STATION RECOVERY (1989)
 EW4053
 EW4053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4053'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM (1.55
 EW4053'MI) SOUTHERLY ALONG STATE HIGHWAY 27 (TAPANGA CANYON BOULEVARD) FROM
 EW4053'THE POST OFFICE IN TOPANGA.
 EW4053
 EW4053                          STATION RECOVERY (1994)
 EW4053
 EW4053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4053'2.5 KM (1.55 MI) SOUTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4053'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 0.3 M (1.0
 EW4053'FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT
 EW4053'UNDER THE HIGHWAY, 5.4 M (17.7 FT) WEST OF THE HIGHWAY CENTERLINE, AND
 EW4053'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0991 ***********************************************************************
 EW0991  DESIGNATION -  56 41
 EW0991  PID         -  EW0991
 EW0991  STATE/COUNTY-  CA/LOS ANGELES
 EW0991  USGS QUAD   -  EL MONTE (1994)
 EW0991
 EW0991                         *CURRENT SURVEY CONTROL
 EW0991  ___________________________________________________________________
 EW0991* NAD 83(1986)-  34 05 37.     (N)    118 06 46.     (W)     SCALED    
 EW0991* NAVD 88     -       127.01   (+/-2cm)     416.7    (feet)  VERTCON   
 EW0991  ___________________________________________________________________
 EW0991  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EW0991  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW0991
 EW0991.The horizontal coordinates were scaled from a topographic map and have
 EW0991.an estimated accuracy of +/- 6 seconds.
 EW0991
 EW0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0991.The vertical order pertains to the NGVD 29 superseded value.
 EW0991
 EW0991.The geoid height was determined by GEOID03.
 EW0991
 EW0991;                    North         East    Units  Estimated Accuracy
 EW0991;SPC CA 5     -   565,850.    1,989,590.      MT  (+/- 180 meters Scaled)
 EW0991
 EW0991                          SUPERSEDED SURVEY CONTROL
 EW0991
 EW0991  NGVD 29 (??/??/92)  126.262  (m)          414.24   (f) ADJ UNCH    1 2
 EW0991
 EW0991.Superseded values are not recommended for survey control.
 EW0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0991.See file dsdata.txt to determine how the superseded data were derived.
 EW0991
 EW0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT973730(NAD 83)
 EW0991_MARKER: DD = SURVEY DISK
 EW0991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW0991_SP_SET: CULVERT HEADWALL
 EW0991_STAMPING: BM 56-41
 EW0991_MARK LOGO: LACFCD
 EW0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW0991+STABILITY: SURFACE MOTION
 EW0991
 EW0991  HISTORY     - Date     Condition        Report By
 EW0991  HISTORY     - UNK      MONUMENTED       LACFCD
 EW0991  HISTORY     - 1961     GOOD             NGS
 EW0991  HISTORY     - 1987     GOOD             NGS
 EW0991
 EW0991                          STATION DESCRIPTION
 EW0991
 EW0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0991'0.4 MI SW FROM SAN GABRIEL.
 EW0991'0.35 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0991'FROM THE CITY HALL AT SAN GABRIEL, 2.2 MILES NORTHEAST OF
 EW0991'ALHAMBRA, AT THE WEST CITY LIMITS OF SAN GABRIEL, 2 1/2 POLES
 EW0991'SOUTHWEST OF MILEPOLE 490, IN THE TOP OF THE NORTHEAST END OF
 EW0991'THE SOUTHEAST CONCRETE HEAD WALL OF A LARGE ARCH CULVERT, 15
 EW0991'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTH OF A FENCE
 EW0991'CORNER POST, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 EW0991
 EW0991                          STATION RECOVERY (1987)
 EW0991
 EW0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW0991'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 EW0991'MI) SOUTH ALONG SAN GABRIEL BOULEVARD FROM THE INTERSECTION OF LAS
 EW0991'TUNAS DRIVE IN SAN GABRIEL, THENCE 1.1 KM (0.70 MI) WEST ALONG
 EW0991'ANGELENO AVENUE, THENCE 0.3 KM (0.20 MI) WEST ALONG MESSION DRIVE,
 EW0991'THENCE 0.6 KM (0.35 MI) SOUTHWEST ALONG JUNIPERO SIERRA DRIVE,
 EW0991'SOUTHWEST AND ACROSS THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW0991'Y-JUNCTION OF SANTA ANITA STREET, IN TOP OF THE SOUTHEAST HEADWALL OF
 EW0991'A VERY LARGE ARCH CULVERT UNDER THE RAILROAD, 29.8 M (97.8 FT)
 EW0991'SOUTHEAST OF THE DRIVE CENTERLINE, 4.6 M (15.1 FT) SOUTHEAST OF THE
 EW0991'SOUTHEAST RAIL, 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 EW0991'HEADWALL.
 EW0991'THE MARK IS 1.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1008 ***********************************************************************
 EW1008  DESIGNATION -  56 45 LACFCD
 EW1008  PID         -  EW1008
 EW1008  STATE/COUNTY-  CA/LOS ANGELES
 EW1008  USGS QUAD   -  EL MONTE (1994)
 EW1008
 EW1008                         *CURRENT SURVEY CONTROL
 EW1008  ___________________________________________________________________
 EW1008* NAD 83(1986)-  34 06 06.     (N)    118 06 44.     (W)     SCALED    
 EW1008* NAVD 88     -       135.89   (+/-2cm)     445.8    (feet)  VERTCON   
 EW1008  ___________________________________________________________________
 EW1008  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW1008  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1008
 EW1008.The horizontal coordinates were scaled from a topographic map and have
 EW1008.an estimated accuracy of +/- 6 seconds.
 EW1008
 EW1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1008.The vertical order pertains to the NGVD 29 superseded value.
 EW1008
 EW1008.The geoid height was determined by GEOID03.
 EW1008
 EW1008;                    North         East    Units  Estimated Accuracy
 EW1008;SPC CA 5     -   566,750.    1,989,650.      MT  (+/- 180 meters Scaled)
 EW1008
 EW1008                          SUPERSEDED SURVEY CONTROL
 EW1008
 EW1008  NGVD 29 (??/??/92)  135.141  (m)          443.38   (f) ADJ UNCH    1 1
 EW1008
 EW1008.Superseded values are not recommended for survey control.
 EW1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1008.See file dsdata.txt to determine how the superseded data were derived.
 EW1008
 EW1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT974739(NAD 83)
 EW1008_MARKER: DD = SURVEY DISK
 EW1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1008_SP_SET: HEADWALL
 EW1008_STAMPING: BM 56-45
 EW1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1008
 EW1008  HISTORY     - Date     Condition        Report By
 EW1008  HISTORY     - UNK      MONUMENTED       CA-037
 EW1008  HISTORY     - 1966     GOOD             CA-037
 EW1008
 EW1008                          STATION DESCRIPTION
 EW1008
 EW1008'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW1008'0.4 MI NW FROM SAN GABRIEL.
 EW1008'LAS TUNAS DRIVE AT THE FLOOD CONTROL CHANNEL BETWEEN BRIDGE
 EW1008'STREET AND CHAMPION PLACE, SET IN THE NORTHERLY END OF THE
 EW1008'CONCRETE HEADWALL, 22.6 FEET BACK OF THE NORTHERLY CURB OF LAS
 EW1008'TUNAS DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4054 ***********************************************************************
 EW4054  DESIGNATION -  56 5
 EW4054  PID         -  EW4054
 EW4054  STATE/COUNTY-  CA/LOS ANGELES
 EW4054  USGS QUAD   -  TOPANGA (1991)
 EW4054
 EW4054                         *CURRENT SURVEY CONTROL
 EW4054  ___________________________________________________________________
 EW4054* NAD 83(1986)-  34 04 29.     (N)    118 35 20.     (W)     SCALED    
 EW4054* NAVD 88     -       181.542  (meters)     595.61   (feet)  READJUSTED
 EW4054  ___________________________________________________________________
 EW4054  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EW4054  DYNAMIC HT  -         181.350 (meters)     594.98  (feet)  COMP
 EW4054  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 EW4054
 EW4054  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4054
 EW4054.The horizontal coordinates were scaled from a topographic map and have
 EW4054.an estimated accuracy of +/- 6 seconds.
 EW4054
 EW4054.The orthometric height was determined by differential leveling
 EW4054.and adjusted in February 1993.
 EW4054.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4054.distribution rate of 0.0 thru 1.0 mm/km.
 EW4054.The height was derived from older observations constrained to new
 EW4054.heights in a crustal motion area.  The height is approximate in
 EW4054.relation to other heights in its vicinity.
 EW4054
 EW4054.The geoid height was determined by GEOID03.
 EW4054
 EW4054.The dynamic height is computed by dividing the NAVD 88
 EW4054.geopotential number by the normal gravity value computed on the
 EW4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4054.degrees latitude (g = 980.6199 gals.).
 EW4054
 EW4054.The modeled gravity was interpolated from observed gravity values.
 EW4054
 EW4054;                    North         East    Units  Estimated Accuracy
 EW4054;SPC CA 5     -   563,910.    1,945,640.      MT  (+/- 180 meters Scaled)
 EW4054
 EW4054                          SUPERSEDED SURVEY CONTROL
 EW4054
 EW4054  NGVD 29 (??/??/92)  180.764  (m)          593.06   (f) ADJ UNCH    1 1
 EW4054
 EW4054.Superseded values are not recommended for survey control.
 EW4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4054.See file dsdata.txt to determine how the superseded data were derived.
 EW4054
 EW4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT533715(NAD 83)
 EW4054_MARKER: DD = SURVEY DISK
 EW4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4054+STABILITY: SURFACE MOTION
 EW4054
 EW4054  HISTORY     - Date     Condition        Report By
 EW4054  HISTORY     - UNK      MONUMENTED       CADH
 EW4054  HISTORY     - 1968     GOOD
 EW4054  HISTORY     - 1971     GOOD             CA-037
 EW4054  HISTORY     - 1978     GOOD             NGS
 EW4054  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4054
 EW4054                          STATION DESCRIPTION
 EW4054
 EW4054'DESCRIBED 1968
 EW4054'0.8 MI SE FROM FERNWOOD.
 EW4054'0.8 MI SE OF FERNWOOD, TOPANGA CANYON BLVD, ON THE E SIDE ABOUT
 EW4054'2.85 MI N OF THE PACIFIC COAST HWY, 79.2 FT N OF PP L9962Y, 26.5
 EW4054'FT S OF PP 751032E, 26.5 FT SW OF PP 751031E AND 15.0 FT E OF
 EW4054'THE E EDGE OF THE PAVEMENT SET IN THE TOP OF A CONCRETE POST
 EW4054'ABOUT 0.6 FT BELOW THE SURFACE.
 EW4054
 EW4054                          STATION RECOVERY (1971)
 EW4054
 EW4054'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4054'RECOVERED IN GOOD CONDITION.
 EW4054
 EW4054                          STATION RECOVERY (1978)
 EW4054
 EW4054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4054'ADD--1.45 MILES SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST
 EW4054'OFFICE AT TOPANGA.
 EW4054
 EW4054                          STATION RECOVERY (1989)
 EW4054
 EW4054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4055 ***********************************************************************
 EW4055  DESIGNATION -  56 5 A LA CO
 EW4055  PID         -  EW4055
 EW4055  STATE/COUNTY-  CA/LOS ANGELES
 EW4055  USGS QUAD   -  TOPANGA (1991)
 EW4055
 EW4055                         *CURRENT SURVEY CONTROL
 EW4055  ___________________________________________________________________
 EW4055* NAD 83(1986)-  34 04 39.     (N)    118 35 35.     (W)     SCALED    
 EW4055* NAVD 88     -       208.74   (+/-2cm)     684.8    (feet)  VERTCON   
 EW4055  ___________________________________________________________________
 EW4055  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EW4055  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4055
 EW4055.The horizontal coordinates were scaled from a topographic map and have
 EW4055.an estimated accuracy of +/- 6 seconds.
 EW4055
 EW4055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4055.The vertical order pertains to the NGVD 29 superseded value.
 EW4055
 EW4055.The geoid height was determined by GEOID03.
 EW4055
 EW4055;                    North         East    Units  Estimated Accuracy
 EW4055;SPC CA 5     -   564,220.    1,945,260.      MT  (+/- 180 meters Scaled)
 EW4055
 EW4055                          SUPERSEDED SURVEY CONTROL
 EW4055
 EW4055  NGVD 29 (??/??/92)  207.955  (m)          682.27   (f) ADJ UNCH    1 1
 EW4055
 EW4055.Superseded values are not recommended for survey control.
 EW4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4055.See file dsdata.txt to determine how the superseded data were derived.
 EW4055
 EW4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT530718(NAD 83)
 EW4055_MARKER: S = SPIKE
 EW4055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4055_SP_SET: CULVERT
 EW4055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4055
 EW4055  HISTORY     - Date     Condition        Report By
 EW4055  HISTORY     - UNK      MONUMENTED       CA-037
 EW4055  HISTORY     - 1968     GOOD             CA-037
 EW4055  HISTORY     - 1971     GOOD             CA-037
 EW4055
 EW4055                          STATION DESCRIPTION
 EW4055
 EW4055'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4055'0.7 MI SE FROM FERNWOOD.
 EW4055'0.7 MI SE OF FERNWOOD, TOPANGA CANYON BLVD ON THE E SIDE ABOUT
 EW4055'3.05 MI N OF THE PACIFIC COAST HWY, 49.5 FT NW OF TELEPHONE
 EW4055'POLE 25132Y, 16.0 FT NE OF THE CENTER OF THE PAVEMENT AND SET IN
 EW4055'THE TOP OF A 35 FOOT LONG CONCRETE CULVERT HEADWALL 1.0 FT SE
 EW4055'OF THE NW END.
 EW4055
 EW4055                          STATION RECOVERY (1971)
 EW4055
 EW4055'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0995 ***********************************************************************
 EW0995  DESIGNATION -  56 52 LACFCD
 EW0995  PID         -  EW0995
 EW0995  STATE/COUNTY-  CA/LOS ANGELES
 EW0995  USGS QUAD   -  EL MONTE (1994)
 EW0995
 EW0995                         *CURRENT SURVEY CONTROL
 EW0995  ___________________________________________________________________
 EW0995* NAD 83(1986)-  34 05 31.     (N)    118 07 01.     (W)     SCALED    
 EW0995* NAVD 88     -       129.43   (+/-2cm)     424.6    (feet)  VERTCON   
 EW0995  ___________________________________________________________________
 EW0995  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EW0995  VERT ORDER  -  THIRD (See Below)
 EW0995
 EW0995.The horizontal coordinates were scaled from a topographic map and have
 EW0995.an estimated accuracy of +/- 6 seconds.
 EW0995
 EW0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0995.The vertical order pertains to the NGVD 29 superseded value.
 EW0995
 EW0995.The geoid height was determined by GEOID03.
 EW0995
 EW0995;                    North         East    Units  Estimated Accuracy
 EW0995;SPC CA 5     -   565,670.    1,989,210.      MT  (+/- 180 meters Scaled)
 EW0995
 EW0995                          SUPERSEDED SURVEY CONTROL
 EW0995
 EW0995  NGVD 29 (??/??/??)  128.68   (m)          422.2    (f) RESET       3  
 EW0995
 EW0995.Superseded values are not recommended for survey control.
 EW0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0995.See file dsdata.txt to determine how the superseded data were derived.
 EW0995
 EW0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT969729(NAD 83)
 EW0995_MARKER: DD = SURVEY DISK
 EW0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0995_SP_SET: CULVERT
 EW0995_STAMPING: BM 56-52
 EW0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0995
 EW0995  HISTORY     - Date     Condition        Report By
 EW0995  HISTORY     - UNK      MONUMENTED       CA-037
 EW0995  HISTORY     - 1961     GOOD             NGS
 EW0995
 EW0995                          STATION DESCRIPTION
 EW0995
 EW0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0995'1.9 MI NE FROM ALHAMBRA.
 EW0995'1.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0995'FROM THE STATION AT ALHAMBRA, NEAR THE T JUNCTION OF EAST MISSION
 EW0995'ROAD AND ALMANSOR STREET, IN THE TOP OF SOUTHWEST END OF THE
 EW0995'SOUTHEAST CONCRETE HEAD WALL OF CULVERT 489.58, 28 FEET SOUTHEAST
 EW0995'OF THE SOUTHEAST RAIL, 240 FEET SOUTHWEST OF THE EXTENDED CENTER
 EW0995'OF THE STREET, 98 FEET SOUTHEAST OF THE CENTER LINE OF MISSION
 EW0995'ROAD, 32 FEET NORTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD
 EW0995'ON THE SOUTHWEST SIDE OF TRACK, AND ABOUT 13 FEET LOWER THAN
 EW0995'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW0996 ***********************************************************************
 EW0996  DESIGNATION -  56 53 LACFCD
 EW0996  PID         -  EW0996
 EW0996  STATE/COUNTY-  CA/LOS ANGELES
 EW0996  USGS QUAD   -  EL MONTE (1994)
 EW0996
 EW0996                         *CURRENT SURVEY CONTROL
 EW0996  ___________________________________________________________________
 EW0996* NAD 83(1986)-  34 05 34.     (N)    118 07 03.     (W)     SCALED    
 EW0996* NAVD 88     -       132.79   (+/-2cm)     435.7    (feet)  VERTCON   
 EW0996  ___________________________________________________________________
 EW0996  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW0996  VERT ORDER  -  THIRD (See Below)
 EW0996
 EW0996.The horizontal coordinates were scaled from a topographic map and have
 EW0996.an estimated accuracy of +/- 6 seconds.
 EW0996
 EW0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW0996.The vertical order pertains to the NGVD 29 superseded value.
 EW0996
 EW0996.The geoid height was determined by GEOID03.
 EW0996
 EW0996;                    North         East    Units  Estimated Accuracy
 EW0996;SPC CA 5     -   565,760.    1,989,160.      MT  (+/- 180 meters Scaled)
 EW0996
 EW0996                          SUPERSEDED SURVEY CONTROL
 EW0996
 EW0996  NGVD 29 (??/??/??)  132.04   (m)          433.2    (f) RESET       3  
 EW0996
 EW0996.Superseded values are not recommended for survey control.
 EW0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW0996.See file dsdata.txt to determine how the superseded data were derived.
 EW0996
 EW0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT969730(NAD 83)
 EW0996_MARKER: DD = SURVEY DISK
 EW0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW0996_SP_SET: CATCH BASIN
 EW0996_STAMPING: B M 56-53
 EW0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW0996
 EW0996  HISTORY     - Date     Condition        Report By
 EW0996  HISTORY     - UNK      MONUMENTED       CA-037
 EW0996  HISTORY     - 1961     GOOD             NGS
 EW0996
 EW0996                          STATION DESCRIPTION
 EW0996
 EW0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW0996'1.9 MI NE FROM ALHAMBRA.
 EW0996'1.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW0996'FROM THE STATION AT ALHAMBRA, NEAR THE T JUNCTION OF EAST MISSION
 EW0996'ROAD AND ALMANSOR STREET, IN THE TOP OF THE SOUTH CORNER OF A
 EW0996'CONCRETE CATCH BASIN ALONG THE NORTHWEST CURB OF THE ROAD, 119
 EW0996'FEET NORTHWEST OF AND ACROSS TRACKS AND ROAD FROM BENCH MARK
 EW0996'56-52 (LACFCD), 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 EW0996'ROAD, 121 FEET EAST OF THE NORTHEAST CORNER OF THE T. LYELL
 EW0996'PACKETT FORD NEW CAR LOT, ABOUT LEVEL WITH THE ROAD AND ABOUT
 EW0996'3 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4056 ***********************************************************************
 EW4056  DESIGNATION -  56 6
 EW4056  PID         -  EW4056
 EW4056  STATE/COUNTY-  CA/LOS ANGELES
 EW4056  USGS QUAD   -  TOPANGA (1991)
 EW4056
 EW4056                         *CURRENT SURVEY CONTROL
 EW4056  ___________________________________________________________________
 EW4056* NAD 83(1986)-  34 04 49.     (N)    118 35 43.     (W)     SCALED    
 EW4056* NAVD 88     -       225.226  (meters)     738.93   (feet)  READJUSTED
 EW4056  ___________________________________________________________________
 EW4056  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW4056  DYNAMIC HT  -         224.990 (meters)     738.15  (feet)  COMP
 EW4056  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 EW4056
 EW4056  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4056
 EW4056.The horizontal coordinates were scaled from a topographic map and have
 EW4056.an estimated accuracy of +/- 6 seconds.
 EW4056
 EW4056.The orthometric height was determined by differential leveling
 EW4056.and adjusted in February 1993.
 EW4056.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4056.distribution rate of 0.0 thru 1.0 mm/km.
 EW4056.The height was derived from older observations constrained to new
 EW4056.heights in a crustal motion area.  The height is approximate in
 EW4056.relation to other heights in its vicinity.
 EW4056
 EW4056.The geoid height was determined by GEOID03.
 EW4056
 EW4056.The dynamic height is computed by dividing the NAVD 88
 EW4056.geopotential number by the normal gravity value computed on the
 EW4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4056.degrees latitude (g = 980.6199 gals.).
 EW4056
 EW4056.The modeled gravity was interpolated from observed gravity values.
 EW4056
 EW4056;                    North         East    Units  Estimated Accuracy
 EW4056;SPC CA 5     -   564,530.    1,945,060.      MT  (+/- 180 meters Scaled)
 EW4056
 EW4056                          SUPERSEDED SURVEY CONTROL
 EW4056
 EW4056  NGVD 29 (??/??/92)  224.449  (m)          736.38   (f) ADJ UNCH    1 1
 EW4056
 EW4056.Superseded values are not recommended for survey control.
 EW4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4056.See file dsdata.txt to determine how the superseded data were derived.
 EW4056
 EW4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT528722(NAD 83)
 EW4056_MARKER: DD = SURVEY DISK
 EW4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4056_STAMPING: B M 56-6 1960 5869
 EW4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4056+STABILITY: SURFACE MOTION
 EW4056
 EW4056  HISTORY     - Date     Condition        Report By
 EW4056  HISTORY     - 1960     MONUMENTED       CA-037
 EW4056  HISTORY     - 1961     GOOD             NGS
 EW4056  HISTORY     - 1971     GOOD             CA-037
 EW4056  HISTORY     - 1978     GOOD             NGS
 EW4056  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW4056
 EW4056                          STATION DESCRIPTION
 EW4056
 EW4056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4056'1 MI SE FROM TOPANGA.
 EW4056'0.95 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE
 EW4056'AT TOPANGA, AT THE SOUTH END AND ON THE OUTSIDE OF A CURVE,
 EW4056'ABOUT MIDWAY AND ACROSS THE ROAD FROM TWO ASPHALT ROADS LEADING
 EW4056'WEST, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 95 FEET
 EW4056'SOUTHEAST OF A 4 BY 4-INCH WOODEN POST SUPPORTING A TOPANGA
 EW4056'CITY LIMITS SIGN, 3 FEET WEST OF POWER LINE POLE 751043E, 2 FEET
 EW4056'EAST OF A 1 1/2-INCH IRON PIPE WHICH PROJECTS ABOUT 2 FEET ABOVE
 EW4056'THE GROUND, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 EW4056'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 EW4056'GROUND.
 EW4056
 EW4056                          STATION RECOVERY (1971)
 EW4056
 EW4056'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4056'RECOVERED IN GOOD CONDITION.
 EW4056
 EW4056                          STATION RECOVERY (1978)
 EW4056
 EW4056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4056'CORRECTION--POWER POLE NUMBER IS 29964-Y, NOT 751043E.
 EW4056
 EW4056                          STATION RECOVERY (1989)
 EW4056
 EW4056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1507 ***********************************************************************
 KS1507  DESIGNATION -  56 66 CADH 1971
 KS1507  PID         -  KS1507
 KS1507  STATE/COUNTY-  CA/PLUMAS
 KS1507  USGS QUAD   -  JOHNSVILLE (1994)
 KS1507
 KS1507                         *CURRENT SURVEY CONTROL
 KS1507  ___________________________________________________________________
 KS1507* NAD 83(1992)-  39 52 27.79802(N)    120 44 10.86661(W)     ADJUSTED  
 KS1507* NAVD 88     -      1313.5    (meters)    4309.     (feet)  VERTCON   
 KS1507  ___________________________________________________________________
 KS1507  EPOCH DATE  -        1991.35
 KS1507  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 KS1507  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 KS1507  HORZ ORDER  -  SECOND
 KS1507
 KS1507.The horizontal coordinates were established by classical geodetic methods
 KS1507.and adjusted by the National Geodetic Survey in March 1994.
 KS1507.The horizontal coordinates are valid at the epoch date displayed above.
 KS1507.The epoch date for horizontal control is a decimal equivalence
 KS1507.of Year/Month/Day.
 KS1507
 KS1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1507
 KS1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1507
 KS1507.The geoid height was determined by GEOID03.
 KS1507
 KS1507;                    North         East     Units Scale Factor Converg.
 KS1507;SPC CA 1     -   560,858.875 2,108,105.182   MT  1.00003400   +0 49 34.6
 KS1507;SPC CA 1     - 1,840,084.49  6,916,341.75   sFT  1.00003400   +0 49 34.6
 KS1507;SPC CA 2     -   745,831.067 2,108,102.812   MT  1.00000963   +0 47 48.1
 KS1507;SPC CA 2     - 2,446,947.43  6,916,333.98   sFT  1.00000963   +0 47 48.1
 KS1507;UTM  10      - 4,416,268.078   693,586.983   MT  1.00006139   +1 27 06.1
 KS1507
 KS1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1507!SPC CA 1     -   0.99979764  x   1.00003400  =   0.99983164
 KS1507!SPC CA 2     -   0.99979764  x   1.00000963  =   0.99980727
 KS1507!UTM  10      -   0.99979764  x   1.00006139  =   0.99985902
 KS1507
 KS1507:                Primary Azimuth Mark                     Grid Az
 KS1507:SPC CA 1     -  57 06 CADH 1971                          070 42 42.6
 KS1507:SPC CA 2     -  57 06 CADH 1971                          070 44 29.1
 KS1507:UTM  10      -  57 06 CADH 1971                          070 05 11.1
 KS1507
 KS1507|---------------------------------------------------------------------|
 KS1507| PID    Reference Object                     Distance      Geod. Az  |
 KS1507|                                                           dddmmss.s |
 KS1507| KS1515 57 06 CADH 1971                     APPROX. 0.6 KM 0713217.2 |
 KS1507|---------------------------------------------------------------------|
 KS1507
 KS1507                          SUPERSEDED SURVEY CONTROL
 KS1507
 KS1507  NAD 83(1986)-  39 52 27.79889(N)    120 44 10.86191(W) AD(1984.00) 2
 KS1507  NAD 27      -  39 52 28.17932(N)    120 44 07.04980(W) AD(       ) 2
 KS1507  NGVD 29 (07/19/86) 1312.5    (m)         4306.     (f) VERT ANG    3  
 KS1507
 KS1507.Superseded values are not recommended for survey control.
 KS1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1507.See file dsdata.txt to determine how the superseded data were derived.
 KS1507
 KS1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9358716268(NAD 83)
 KS1507_MARKER: DD = SURVEY DISK
 KS1507_SETTING: 0 = UNSPECIFIED SETTING
 KS1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1507
 KS1507  HISTORY     - Date     Condition        Report By
 KS1507  HISTORY     - 1971     MONUMENTED       CADT
 KS1507
 KS1507                          STATION DESCRIPTION
 KS1507
 KS1507'DESCRIBED BY CALTRANS 1971
 KS1507'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTHEAST OF SPRING GARDEN
 KS1507'(PM 53.34) ALONG STATE HIGHWAY 70 AT PM 56.66.
 KS1507'
 KS1507'THE STATION IS ABOUT 60 FEET SOUTHEAST OF THE B.C. OF A CURVE TO
 KS1507'THE RIGHT IN THE HIGHWAY, AT THE EAST END OF A THROUGH CUT, 53
 KS1507'FEET SOUTH SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5
 KS1507'FEET HIGHER THAN THE HIGHWAY AND 18.5 FEET SOUTHWEST OF A
 KS1507'FENCE.  A STD. DIVISION OF HIGHWAYS DISK STAMPED 56.66 1971, SET
 KS1507'IN A 10-INCH CONCRETE MONUMENT AND MARKED BY A SURVEY MONUMENT
 KS1507'MARKER SIGN 2.5 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1007 ***********************************************************************
 EW1007  DESIGNATION -  56 67
 EW1007  PID         -  EW1007
 EW1007  STATE/COUNTY-  CA/LOS ANGELES
 EW1007  USGS QUAD   -  EL MONTE (1994)
 EW1007
 EW1007                         *CURRENT SURVEY CONTROL
 EW1007  ___________________________________________________________________
 EW1007* NAD 83(1986)-  34 06 08.     (N)    118 06 44.     (W)     SCALED    
 EW1007* NAVD 88     -       138.99   (+/-2cm)     456.0    (feet)  VERTCON   
 EW1007  ___________________________________________________________________
 EW1007  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EW1007  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1007
 EW1007.The horizontal coordinates were scaled from a topographic map and have
 EW1007.an estimated accuracy of +/- 6 seconds.
 EW1007
 EW1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1007.The vertical order pertains to the NGVD 29 superseded value.
 EW1007
 EW1007.The geoid height was determined by GEOID03.
 EW1007
 EW1007;                    North         East    Units  Estimated Accuracy
 EW1007;SPC CA 5     -   566,810.    1,989,650.      MT  (+/- 180 meters Scaled)
 EW1007
 EW1007                          SUPERSEDED SURVEY CONTROL
 EW1007
 EW1007  NGVD 29 (??/??/92)  138.239  (m)          453.54   (f) ADJ UNCH    1 1
 EW1007
 EW1007.Superseded values are not recommended for survey control.
 EW1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1007.See file dsdata.txt to determine how the superseded data were derived.
 EW1007
 EW1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT974740(NAD 83)
 EW1007_MARKER: DD = SURVEY DISK
 EW1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1007_SP_SET: CURB
 EW1007_STAMPING: BM 56-67
 EW1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1007
 EW1007  HISTORY     - Date     Condition        Report By
 EW1007  HISTORY     - UNK      MONUMENTED       CA-037
 EW1007  HISTORY     - 1966     GOOD             CA-037
 EW1007
 EW1007                          STATION DESCRIPTION
 EW1007
 EW1007'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1966
 EW1007'0.4 MI NW FROM SAN GABRIEL.
 EW1007'LAS TUNAS DRIVE AND BRIDGE STREET, SET IN THE SOUTHEASTERLY
 EW1007'CURB OF LAS TUNAS DRIVE 12.0 FEET EASTERLY OF THE PROJECTION
 EW1007'OF THE EASTERLY CURB LINE OF BRIDGE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4062 ***********************************************************************
 EW4062  DESIGNATION -  56 9
 EW4062  PID         -  EW4062
 EW4062  STATE/COUNTY-  CA/LOS ANGELES
 EW4062  USGS QUAD   -  TOPANGA (1991)
 EW4062
 EW4062                         *CURRENT SURVEY CONTROL
 EW4062  ___________________________________________________________________
 EW4062* NAD 83(1986)-  34 05 29.     (N)    118 36 07.     (W)     SCALED    
 EW4062* NAVD 88     -       235.577  (meters)     772.89   (feet)  ADJUSTED  
 EW4062  ___________________________________________________________________
 EW4062  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 EW4062  DYNAMIC HT  -         235.332 (meters)     772.09  (feet)  COMP
 EW4062  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 EW4062  OBS GRAVITY -     979,590.1   (mgal)                       GRAV_OBS
 EW4062
 EW4062  VERT ORDER  -  FIRST     CLASS I
 EW4062
 EW4062.The horizontal coordinates were scaled from a topographic map and have
 EW4062.an estimated accuracy of +/- 6 seconds.
 EW4062
 EW4062.The orthometric height was determined by differential leveling
 EW4062.and adjusted in June 1995.
 EW4062
 EW4062.The geoid height was determined by GEOID03.
 EW4062
 EW4062.The dynamic height is computed by dividing the NAVD 88
 EW4062.geopotential number by the normal gravity value computed on the
 EW4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4062.degrees latitude (g = 980.6199 gals.).
 EW4062
 EW4062.The modeled gravity was interpolated from observed gravity values.
 EW4062.The observed gravity was obtained from relative gravimeter ties
 EW4062.to the IGSN71 gravity network.
 EW4062
 EW4062;                    North         East    Units  Estimated Accuracy
 EW4062;SPC CA 5     -   565,770.    1,944,450.      MT  (+/- 180 meters Scaled)
 EW4062
 EW4062                          SUPERSEDED SURVEY CONTROL
 EW4062
 EW4062  NAVD 88 (10/28/92)  235.592  (m)          772.94   (f) UNKNOWN     1 1
 EW4062  NGVD 29 (??/??/92)  234.816  (m)          770.39   (f) ADJ UNCH    1 1
 EW4062
 EW4062.Superseded values are not recommended for survey control.
 EW4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4062.See file dsdata.txt to determine how the superseded data were derived.
 EW4062
 EW4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT522734(NAD 83)
 EW4062_MARKER: DD = SURVEY DISK
 EW4062_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW4062_SP_SET: SIDEWALK
 EW4062_STAMPING: BM 56-9 1960 5869
 EW4062_MARK LOGO: CA-037
 EW4062_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4062+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW4062
 EW4062  HISTORY     - Date     Condition        Report By
 EW4062  HISTORY     - 1960     MONUMENTED       CA-037
 EW4062  HISTORY     - 1961     GOOD             NGS
 EW4062  HISTORY     - 1971     GOOD             CA-037
 EW4062  HISTORY     - 1978     GOOD             NGS
 EW4062  HISTORY     - 19890518 GOOD             NGS
 EW4062  HISTORY     - 19940614 GOOD             NGS
 EW4062
 EW4062                          STATION DESCRIPTION
 EW4062
 EW4062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW4062'0.3 MI N FROM TOPANGA.
 EW4062'0.3 MILE NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 EW4062'TOPANGA, AT THE T JUNCTION OF AN ASPHALT ROAD WEST TO TOPANGA
 EW4062'ELEMENTARY SCHOOL, IN THE TOP OF THE EAST END OF THE NORTH
 EW4062'CONCRETE WALK OF CONCRETE BRIDGE OVER TOPANGA CREEK, 51 FEET
 EW4062'WEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE
 EW4062'CENTER LINE OF THE ROAD, 3 FEET WEST OF THE EAST END OF CONCRETE
 EW4062'WALK, 0.4 FOOT NORTH OF THE NORTH STEEL GUARDRAIL AND ABOUT
 EW4062'1 FOOT HIGHER THAN THE HIGHWAY.
 EW4062
 EW4062                          STATION RECOVERY (1971)
 EW4062
 EW4062'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1971
 EW4062'RECOVERED IN GOOD CONDITION.
 EW4062
 EW4062                          STATION RECOVERY (1978)
 EW4062
 EW4062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4062'RECOVERED IN GOOD CONDITION.
 EW4062
 EW4062                          STATION RECOVERY (1989)
 EW4062
 EW4062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4062'RECOVERED IN GOOD CONDITION.
 EW4062
 EW4062                          STATION RECOVERY (1994)
 EW4062
 EW4062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4062'0.4 KM (0.25 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW4062'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 0.9 M (3.0
 EW4062'FT) WEST OF THE EAST END OF THE CONCRETE SIDEWALK OF THE TOPANGA
 EW4062'SCHOOL ROAD BRIDGE SPANNING A CREEK, 14.9 M (48.9 FT) WEST OF THE
 EW4062'HIGHWAY CENTERLINE, 5.7 M (18.7 FT) NORTH OF THE CENTER OF THE ROAD,
 EW4062'2.6 M (8.5 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE, AND 0.3 M (1.0
 EW4062'FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9147 ***********************************************************************
 JT9147  DESIGNATION -  56 A
 JT9147  PID         -  JT9147
 JT9147  STATE/COUNTY-  CA/NAPA
 JT9147  USGS QUAD   -  NAPA (1980)
 JT9147
 JT9147                         *CURRENT SURVEY CONTROL
 JT9147  ___________________________________________________________________
 JT9147* NAD 83(1986)-  38 18 42.     (N)    122 17 46.     (W)     SCALED    
 JT9147* NAVD 88     -        13.51   (+/-2cm)      44.3    (feet)  VERTCON   
 JT9147  ___________________________________________________________________
 JT9147  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9147  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9147
 JT9147.The horizontal coordinates were scaled from a topographic map and have
 JT9147.an estimated accuracy of +/- 6 seconds.
 JT9147
 JT9147.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9147.The vertical order pertains to the NGVD 29 superseded value.
 JT9147
 JT9147.The geoid height was determined by GEOID03.
 JT9147
 JT9147;                    North         East    Units  Estimated Accuracy
 JT9147;SPC CA 2     -   571,640.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9147
 JT9147                          SUPERSEDED SURVEY CONTROL
 JT9147
 JT9147  NGVD 29 (??/??/92)   12.72   (m)           41.7    (f) COMPUTED    2 2
 JT9147
 JT9147.Superseded values are not recommended for survey control.
 JT9147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9147.See file dsdata.txt to determine how the superseded data were derived.
 JT9147
 JT9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615406(NAD 83)
 JT9147_MARKER: DD = SURVEY DISK
 JT9147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9147_SP_SET: CONCRETE POST
 JT9147_MARK LOGO: CA2330
 JT9147_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9147+STABILITY: SURFACE MOTION
 JT9147
 JT9147  HISTORY     - Date     Condition        Report By
 JT9147  HISTORY     - 1971     MONUMENTED       CA2330
 JT9147
 JT9147                          STATION DESCRIPTION
 JT9147
 JT9147'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9147'AT INTERSECTION OF JEFFERSON AND CENTRAL, 10 FEET BY 10 FEET SOUTHWEST
 JT9147'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9148 ***********************************************************************
 JT9148  DESIGNATION -  56 B
 JT9148  PID         -  JT9148
 JT9148  STATE/COUNTY-  CA/NAPA
 JT9148  USGS QUAD   -  NAPA (1980)
 JT9148
 JT9148                         *CURRENT SURVEY CONTROL
 JT9148  ___________________________________________________________________
 JT9148* NAD 83(1986)-  38 18 48.     (N)    122 17 52.     (W)     SCALED    
 JT9148* NAVD 88     -        13.66   (+/-2cm)      44.8    (feet)  VERTCON   
 JT9148  ___________________________________________________________________
 JT9148  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9148  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9148
 JT9148.The horizontal coordinates were scaled from a topographic map and have
 JT9148.an estimated accuracy of +/- 6 seconds.
 JT9148
 JT9148.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9148.The vertical order pertains to the NGVD 29 superseded value.
 JT9148
 JT9148.The geoid height was determined by GEOID03.
 JT9148
 JT9148;                    North         East    Units  Estimated Accuracy
 JT9148;SPC CA 2     -   571,830.    1,973,960.      MT  (+/- 180 meters Scaled)
 JT9148
 JT9148                          SUPERSEDED SURVEY CONTROL
 JT9148
 JT9148  NGVD 29 (??/??/92)   12.88   (m)           42.3    (f) COMPUTED    2 2
 JT9148
 JT9148.Superseded values are not recommended for survey control.
 JT9148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9148.See file dsdata.txt to determine how the superseded data were derived.
 JT9148
 JT9148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613408(NAD 83)
 JT9148_MARKER: DD = SURVEY DISK
 JT9148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9148_SP_SET: CONCRETE POST
 JT9148_MARK LOGO: CA2330
 JT9148_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9148+STABILITY: SURFACE MOTION
 JT9148
 JT9148  HISTORY     - Date     Condition        Report By
 JT9148  HISTORY     - 1971     MONUMENTED       CA2330
 JT9148
 JT9148                          STATION DESCRIPTION
 JT9148
 JT9148'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9148'AT INTERSECTION OF JEFFERSON AND PARK, 10 FEET BY 5 FT (1.5 M)
 JT9148'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0458 ***********************************************************************
 MW0458  DESIGNATION -  56 C
 MW0458  PID         -  MW0458
 MW0458  STATE/COUNTY-  CA/SISKIYOU
 MW0458  USGS QUAD   -  PONDOSA (1990)
 MW0458
 MW0458                         *CURRENT SURVEY CONTROL
 MW0458  ___________________________________________________________________
 MW0458* NAD 83(1986)-  41 11 26.     (N)    121 44 08.     (W)     SCALED    
 MW0458* NAVD 88     -      1284.469  (meters)    4214.13   (feet)  ADJUSTED  
 MW0458  ___________________________________________________________________
 MW0458  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 MW0458  DYNAMIC HT  -        1283.587 (meters)    4211.23  (feet)  COMP
 MW0458  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 MW0458
 MW0458  VERT ORDER  -  SECOND    CLASS 0
 MW0458
 MW0458.The horizontal coordinates were scaled from a topographic map and have
 MW0458.an estimated accuracy of +/- 6 seconds.
 MW0458
 MW0458.The orthometric height was determined by differential leveling
 MW0458.and adjusted in June 1991.
 MW0458
 MW0458.The geoid height was determined by GEOID03.
 MW0458
 MW0458.The dynamic height is computed by dividing the NAVD 88
 MW0458.geopotential number by the normal gravity value computed on the
 MW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0458.degrees latitude (g = 980.6199 gals.).
 MW0458
 MW0458.The modeled gravity was interpolated from observed gravity values.
 MW0458
 MW0458;                    North         East    Units  Estimated Accuracy
 MW0458;SPC CA 1     -   706,260.    2,022,180.      MT  (+/- 180 meters Scaled)
 MW0458
 MW0458                          SUPERSEDED SURVEY CONTROL
 MW0458
 MW0458  NGVD 29 (??/??/??) 1283.431  (m)         4210.72   (f) ADJUSTED    2 0
 MW0458
 MW0458.Superseded values are not recommended for survey control.
 MW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0458.See file dsdata.txt to determine how the superseded data were derived.
 MW0458
 MW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL060606(NAD 83)
 MW0458_MARKER: DD = SURVEY DISK
 MW0458_SETTING: 66 = SET IN ROCK OUTCROP
 MW0458_SP_SET: ROCK OUTCROP
 MW0458_STAMPING: 56 C 1931
 MW0458_MARK LOGO: USGS  
 MW0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0458+STABILITY: POSITION/ELEVATION WELL
 MW0458
 MW0458  HISTORY     - Date     Condition        Report By
 MW0458  HISTORY     - 1931     MONUMENTED       USGS
 MW0458  HISTORY     - 1936     GOOD             CGS
 MW0458  HISTORY     - 19860416 GOOD             USPSQD
 MW0458
 MW0458                          STATION DESCRIPTION
 MW0458
 MW0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 MW0458'1.8 MI NW FROM BEAR FLAT.
 MW0458'IN SISKIYOU COUNTY, 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 89
 MW0458'FROM BEAR FLAT, SHASTA COUNTY, 250 FEET NORTHWEST OF AN OLD
 MW0458'BRIDGE OVER BEAR CREEK, 100 FEET WEST OF A BLAZED 2-FOOT PINE TREE
 MW0458'PAINTED RP, 135 FEET SOUTH OF THE HIGHWAY, 70 FEET NORTH OF THE
 MW0458'CENTERLINE OF THE OLD ROAD, AND IN THE TOP OF A ROCK OUTCROP.
 MW0458'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MW0458'STAMPED---56 C 1931---.
 MW0458
 MW0458                          STATION RECOVERY (1986)
 MW0458
 MW0458'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9149 ***********************************************************************
 JT9149  DESIGNATION -  56 C
 JT9149  PID         -  JT9149
 JT9149  STATE/COUNTY-  CA/NAPA
 JT9149  USGS QUAD   -  NAPA (1980)
 JT9149
 JT9149                         *CURRENT SURVEY CONTROL
 JT9149  ___________________________________________________________________
 JT9149* NAD 83(1986)-  38 18 54.     (N)    122 17 52.     (W)     SCALED    
 JT9149* NAVD 88     -        14.51   (+/-2cm)      47.6    (feet)  VERTCON   
 JT9149  ___________________________________________________________________
 JT9149  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9149  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9149
 JT9149.The horizontal coordinates were scaled from a topographic map and have
 JT9149.an estimated accuracy of +/- 6 seconds.
 JT9149
 JT9149.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9149.The vertical order pertains to the NGVD 29 superseded value.
 JT9149
 JT9149.The geoid height was determined by GEOID03.
 JT9149
 JT9149;                    North         East    Units  Estimated Accuracy
 JT9149;SPC CA 2     -   572,010.    1,973,960.      MT  (+/- 180 meters Scaled)
 JT9149
 JT9149                          SUPERSEDED SURVEY CONTROL
 JT9149
 JT9149  NGVD 29 (??/??/92)   13.72   (m)           45.0    (f) COMPUTED    2 2
 JT9149
 JT9149.Superseded values are not recommended for survey control.
 JT9149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9149.See file dsdata.txt to determine how the superseded data were derived.
 JT9149
 JT9149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH613409(NAD 83)
 JT9149_MARKER: DD = SURVEY DISK
 JT9149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9149_SP_SET: CONCRETE POST
 JT9149_MARK LOGO: CA2330
 JT9149_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9149+STABILITY: SURFACE MOTION
 JT9149
 JT9149  HISTORY     - Date     Condition        Report By
 JT9149  HISTORY     - 1971     MONUMENTED       CA2330
 JT9149
 JT9149                          STATION DESCRIPTION
 JT9149
 JT9149'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9149'AT INTERSECTION OF JEFFERSON AND PUEBLO, 10 FEET BY 10 FT (3.0 M)
 JT9149'SOUTHWEST A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3028 ***********************************************************************
 EV3028  DESIGNATION -  56 C 71
 EV3028  PID         -  EV3028
 EV3028  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3028  USGS QUAD   -  GUASTI (1981)
 EV3028
 EV3028                         *CURRENT SURVEY CONTROL
 EV3028  ___________________________________________________________________
 EV3028* NAD 83(1986)-  34 01 48.     (N)    117 33 10.     (W)     SCALED    
 EV3028* NAVD 88     -       254.93   (+/-2cm)     836.4    (feet)  VERTCON   
 EV3028  ___________________________________________________________________
 EV3028  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EV3028  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3028
 EV3028.The horizontal coordinates were scaled from a topographic map and have
 EV3028.an estimated accuracy of +/- 6 seconds.
 EV3028
 EV3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3028.The vertical order pertains to the NGVD 29 superseded value.
 EV3028
 EV3028.The geoid height was determined by GEOID03.
 EV3028
 EV3028;                    North         East    Units  Estimated Accuracy
 EV3028;SPC CA 5     -   558,880.    2,041,300.      MT  (+/- 180 meters Scaled)
 EV3028
 EV3028                          SUPERSEDED SURVEY CONTROL
 EV3028
 EV3028  NGVD 29 (??/??/92)  254.181  (m)          833.93   (f) ADJ UNCH    1 1
 EV3028
 EV3028.Superseded values are not recommended for survey control.
 EV3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3028.See file dsdata.txt to determine how the superseded data were derived.
 EV3028
 EV3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT489656(NAD 83)
 EV3028_MARKER: DD = SURVEY DISK
 EV3028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV3028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV3028_STAMPING: 56 C 71 B.M.
 EV3028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3028
 EV3028  HISTORY     - Date     Condition        Report By
 EV3028  HISTORY     - 1974     MONUMENTED       CADH
 EV3028
 EV3028                          STATION DESCRIPTION
 EV3028
 EV3028'DESCRIBED BY CA DIV OF HIGHWAYS 1974
 EV3028'6.2 MI. SE FROM ONTARIO.
 EV3028'6.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE
 EV3028'STATION AT ONTARIO, AT THE MIDDLE OF A VERY LARGE TRANSMISSION LINE
 EV3028'(LARGEST AND TALLEST IN AREA), 43 FT. EASTERLY OF THE 7TH POLE NORTH-
 EV3028'WESTERLY OF MILE POLE NO44, 91 FT NORTHERLY OF THE NORTHERLY RAIL,
 EV3028'FOUND BRASS DISK SET IN 2-IN. IRON PIPE SET IN CONCRETE AND ABOUT 1
 EV3028'FOOT BELWO NATURAL GROUND AND 3 FT. SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5885 ***********************************************************************
 EW5885  DESIGNATION -  56 FMK
 EW5885  PID         -  EW5885
 EW5885  STATE/COUNTY-  CA/VENTURA
 EW5885  USGS QUAD   -  VENTURA (1967)
 EW5885
 EW5885                         *CURRENT SURVEY CONTROL
 EW5885  ___________________________________________________________________
 EW5885* NAD 83(1986)-  34 16 31.     (N)    119 18 36.     (W)     SCALED    
 EW5885* NAVD 88     -         4.818  (meters)      15.81   (feet)  READJUSTED
 EW5885  ___________________________________________________________________
 EW5885  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW5885  DYNAMIC HT  -           4.810 (meters)      15.78  (feet)  COMP
 EW5885  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 EW5885
 EW5885  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5885
 EW5885.The horizontal coordinates were scaled from a topographic map and have
 EW5885.an estimated accuracy of +/- 6 seconds.
 EW5885
 EW5885.The orthometric height was determined by differential leveling
 EW5885.and adjusted in February 1993.
 EW5885.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5885.mark was located on a no-check spur therefore a value was not computed.
 EW5885.The height was derived from older observations constrained to new
 EW5885.heights in a crustal motion area.  The height is approximate in
 EW5885.relation to other heights in its vicinity.
 EW5885.No vertical observational check was made to the station.
 EW5885
 EW5885.The geoid height was determined by GEOID03.
 EW5885
 EW5885.The dynamic height is computed by dividing the NAVD 88
 EW5885.geopotential number by the normal gravity value computed on the
 EW5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5885.degrees latitude (g = 980.6199 gals.).
 EW5885
 EW5885.The modeled gravity was interpolated from observed gravity values.
 EW5885
 EW5885;                    North         East    Units  Estimated Accuracy
 EW5885;SPC CA 5     -   586,780.    1,879,380.      MT  (+/- 180 meters Scaled)
 EW5885
 EW5885                          SUPERSEDED SURVEY CONTROL
 EW5885
 EW5885  NGVD 29 (??/??/92)    4.069  (m)           13.35   (f) ADJ UNCH    1 1
 EW5885
 EW5885.Superseded values are not recommended for survey control.
 EW5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5885.See file dsdata.txt to determine how the superseded data were derived.
 EW5885
 EW5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT873950(NAD 83)
 EW5885_MARKER: DB = BENCH MARK DISK
 EW5885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5885_SP_SET: FOUNDATION
 EW5885_STAMPING: 56 FMK 1973
 EW5885
 EW5885  HISTORY     - Date     Condition        Report By
 EW5885  HISTORY     - UNK      MONUMENTED
 EW5885  HISTORY     - 1977     GOOD             NGS
 EW5885  HISTORY     - 19890327 MARK NOT FOUND   NGS
 EW5885  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW5885
 EW5885                          STATION DESCRIPTION
 EW5885
 EW5885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5885'1.4 MI WEST FROM VENTURA.
 EW5885'1.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5885'AT VENTURA, 0.15 MILE SOUTH ALONG THE WEST EDGE OF A GROVE OF TREES,
 EW5885'IN A FORMER PARK, 300 YARDS WEST OF THE WEST EDGE OF THE GROVE. IN THE
 EW5885'CENTER OF THE TOP OF A ROUND 10-FT. CONCRETE FOUNDATION.
 EW5885
 EW5885                          STATION RECOVERY (1989)
 EW5885
 EW5885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5885'MARK NOT FOUND.
 EW5885
 EW5885                          STATION RECOVERY (1996)
 EW5885
 EW5885'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4948 ***********************************************************************
 HS4948  DESIGNATION -  56 L SFWD 1958
 HS4948  PID         -  HS4948
 HS4948  STATE/COUNTY-  CA/SANTA CLARA
 HS4948  USGS QUAD   -  MILPITAS (1980)
 HS4948
 HS4948                         *CURRENT SURVEY CONTROL
 HS4948  ___________________________________________________________________
 HS4948* NAD 83(1992)-  37 25 58.84734(N)    121 53 45.50086(W)     ADJUSTED  
 HS4948* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HS4948  ___________________________________________________________________
 HS4948  EPOCH DATE  -        1991.35
 HS4948  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 HS4948  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS4948  HORZ ORDER  -  SECOND
 HS4948
 HS4948.The horizontal coordinates were established by classical geodetic methods
 HS4948.and adjusted by the National Geodetic Survey in March 1994.
 HS4948.The horizontal coordinates are valid at the epoch date displayed above.
 HS4948.The epoch date for horizontal control is a decimal equivalence
 HS4948.of Year/Month/Day.
 HS4948
 HS4948.The orthometric height was scaled from a topographic map.
 HS4948
 HS4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4948
 HS4948.The geoid height was determined by GEOID03.
 HS4948
 HS4948;                    North         East     Units Scale Factor Converg.
 HS4948;SPC CA 3     -   604,467.850 1,876,461.767   MT  0.99994450   -0 51 16.8
 HS4948;SPC CA 3     - 1,983,158.27  6,156,358.31   sFT  0.99994450   -0 51 16.8
 HS4948;UTM  10      - 4,143,481.718   597,673.778   MT  0.99971751   +0 40 16.0
 HS4948
 HS4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4948!SPC CA 3     -   1.00000387  x   0.99994450  =   0.99994837
 HS4948!UTM  10      -   1.00000387  x   0.99971751  =   0.99972137
 HS4948
 HS4948|---------------------------------------------------------------------|
 HS4948| PID    Reference Object                     Distance      Geod. Az  |
 HS4948|                                                           dddmmss.s |
 HS4948| HS4950 56 R SFWD 1958                       26.860 METERS 07439     |
 HS4948| HS4945 57 R                                 24.540 METERS 10437     |
 HS4948| HS4959 57 L SFWD 1958                       13.432 METERS 18902     |
 HS4948| HS4958 MILPITAS CATHOLIC CHURCH CROSS      APPROX. 1.2 KM 2303002.2 |
 HS4948|---------------------------------------------------------------------|
 HS4948
 HS4948                          SUPERSEDED SURVEY CONTROL
 HS4948
 HS4948  NAD 83(1986)-  37 25 58.84792(N)    121 53 45.49307(W) AD(1984.00) 2
 HS4948  NAD 27      -  37 25 59.06870(N)    121 53 41.64880(W) AD(       ) 2
 HS4948
 HS4948.Superseded values are not recommended for survey control.
 HS4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4948.See file dsdata.txt to determine how the superseded data were derived.
 HS4948
 HS4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9767443482(NAD 83)
 HS4948_MARKER: Z = SEE DESCRIPTION
 HS4948_SETTING: 0 = UNSPECIFIED SETTING
 HS4948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS4948
 HS4948  HISTORY     - Date     Condition        Report By
 HS4948  HISTORY     - 1958     MONUMENTED       CGS
 HS4948  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HS4948
 HS4948                          STATION DESCRIPTION
 HS4948
 HS4948'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCM)
 HS4948'THE STATION IS LOCATED ON THE NORTH SIDE OF THE CALAVERAS
 HS4948'ROAD AND ACROSS THE ROAD FROM TWO SMALL GREEN BUILDINGS OF
 HS4948'THE HETCH HETCHY WATER LINE, AIRLINE ABOUT 1-1/4 MILES
 HS4948'NORTH-NORTHEAST OF THE FORD ASSEMBLY PLANT AND 1/2 MILE EAST OF
 HS4948'MILPITAS.
 HS4948'
 HS4948'TO REACH THE STATION FROM THE POST OFFICE IN MILPITAS GO
 HS4948'EAST ON THE CALAVERAS ROAD 0.55 MILE TO THE STATION ON THE LEFT.
 HS4948'
 HS4948'THE STATION MARK IS A BRONZE DISK OF THE SAN FRANCISCO WATER
 HS4948'DEPARTMENT STAMPED 56 L SET IN THE TOP OF A 6-INCH SQUARE
 HS4948'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 HS4948'IS 20.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 0.6 FOOT
 HS4948'NORTHEAST OF A WITNESS PIPE.
 HS4948'
 HS4948'REFERENCE MARK NUMBER 1 IS A BRONZE DISK OF THE SAN FRANCISCO
 HS4948'WATER DEPARTMENT STAMPED 56 R SET IN THE TOP OF A 6-INCH
 HS4948'SQUARE CONCRETE POST THAT PROJECTS 1 FOOT ABOVE THE GROUND.
 HS4948'IT IS 20.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.1 FEET
 HS4948'NORTHWEST OF A POWERLINE POLE, AND ABOUT THE SAME ELEVATION
 HS4948'AS THE STATION.
 HS4948'
 HS4948'REFERENCE MARK NUMBER 2 IS A BRONZE DISK OF THE SAN FRANCISCO
 HS4948'WATER DEPARTMENT STAMPED 57 R SET IN THE TOP OF A 6-INCH
 HS4948'SQUARE CONCRETE POST THAT PROJECTS 10 INCHES ABOVE THE GROUND.
 HS4948'IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.2 FEET
 HS4948'SOUTH OF A FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN THE
 HS4948'STATION.
 HS4948'
 HS4948'REFERENCE MARK NUMBER 3 IS A BRONZE DISK OF THE SAN FRANCISCO
 HS4948'WATER DEPARTMENT STAMPED 57 L SET IN THE TOP OF A 6-INCH
 HS4948'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 HS4948'IT IS 38.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GREEN
 HS4948'BUILDING, 20.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0
 HS4948'FOOT SOUTH OF A FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN
 HS4948'THE STATION.
 HS4948
 HS4948                          STATION RECOVERY (1971)
 HS4948
 HS4948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HS4948'56 L (SFWD), 56 R (SFWD), 57 L (SFWD) AND 57 R (SFWD) WERE
 HS4948'ALL DESTROYED DURING THE WIDENING OF CALAVERAS ROAD OVER THEIR
 HS4948'LOCATIONS.
 HS4948'
 HS4948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MILPITAS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0901 ***********************************************************************
 GS0901  DESIGNATION -  56 LC
 GS0901  PID         -  GS0901
 GS0901  STATE/COUNTY-  CA/INYO
 GS0901  USGS QUAD   -  GREENWATER CANYON (1987)
 GS0901
 GS0901                         *CURRENT SURVEY CONTROL
 GS0901  ___________________________________________________________________
 GS0901* NAD 83(1992)-  36 10 08.22984(N)    116 34 33.59745(W)     ADJUSTED  
 GS0901* NAVD 88     -      1178.96   (+/-2cm)    3868.0    (feet)  VERTCON   
 GS0901  ___________________________________________________________________
 GS0901  EPOCH DATE  -        1991.35
 GS0901  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 GS0901  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 GS0901  HORZ ORDER  -  THIRD
 GS0901  VERT ORDER  -  THIRD ? (See Below)
 GS0901
 GS0901.The horizontal coordinates were established by classical geodetic methods
 GS0901.and adjusted by the National Geodetic Survey in March 1994.
 GS0901.The horizontal coordinates are valid at the epoch date displayed above.
 GS0901.The epoch date for horizontal control is a decimal equivalence
 GS0901.of Year/Month/Day.
 GS0901
 GS0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0901.The vertical order pertains to the NGVD 29 superseded value.
 GS0901
 GS0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0901
 GS0901.The geoid height was determined by GEOID03.
 GS0901
 GS0901;                    North         East     Units Scale Factor Converg.
 GS0901;SPC CA 4     -   595,473.720 2,218,060.525   MT  0.99997236   +1 26 46.1
 GS0901;SPC CA 4     - 1,953,650.03  7,277,086.91   sFT  0.99997236   +1 26 46.1
 GS0901;UTM  11      - 4,002,771.316   538,132.605   MT  0.99961792   +0 15 00.8
 GS0901
 GS0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0901!SPC CA 4     -   0.99981949  x   0.99997236  =   0.99979185
 GS0901!UTM  11      -   0.99981949  x   0.99961792  =   0.99943748
 GS0901
 GS0901                          SUPERSEDED SURVEY CONTROL
 GS0901
 GS0901  NAD 83(1986)-  36 10 08.22156(N)    116 34 33.59744(W) AD(1984.00) 3
 GS0901  NAD 27      -  36 10 08.38000(N)    116 34 30.45000(W) AD(       ) 3
 GS0901  NGVD 29 (07/19/86) 1178.12   (m)         3865.2    (f) LEVELING    3  
 GS0901
 GS0901.Superseded values are not recommended for survey control.
 GS0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0901.See file dsdata.txt to determine how the superseded data were derived.
 GS0901
 GS0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA3813302771(NAD 83)
 GS0901
 GS0901  HISTORY     - Date     Condition        Report By
 GS0901  HISTORY     - 1950     MONUMENTED       CGS
 GS0901
 GS0901                          STATION DESCRIPTION
 GS0901
 GS0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 GS0901'THE STATION, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS LOCATED
 GS0901'ABOUT 14 MILES SOUTH SOUTHEAST OF RYAN AND ABOUT 21 MILES
 GS0901'NORTHWEST OF SHOSHONE.  IT IS 27 FEET EAST OF THE CENTER OF
 GS0901'A BLADED ROAD AND 6 FEET NORTH OF A WITNESS POST.  THE MARK
 GS0901'IS SET IN THE TOP OF THE NORTH END OF A LARGE OUTCROP THAT
 GS0901'PROJECTS ABOUT 1 FOOT.  THE MARK IS STAMPED 3865 56 LC 1949.
 GS0901'
 GS0901'TO REACH THE MARK FROM THE FURNACE CREEK INN, DRIVE SOUTHEASTERLY
 GS0901'ALONG STATE HIGHWAY 190 FOR 10.5 MILES TO A JUNCTION JUST
 GS0901'BEFORE REACHING THE CHECKING STATION AND A SIGN DANTES VIEW,
 GS0901'RYAN.  TURN RIGHT AS PER SIGN, PASSING THE RYAN INTERSECTION,
 GS0901'AND GO 7.5 MILES TO A DIRT ROAD TO THE LEFT AND A SIGN SHOSHONE
 GS0901'37, ETC.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR 8.3
 GS0901'MILES TO A REVERSE Y FORK AND A SIGN RYAN 15, GREENWATER SPRING
 GS0901'4 1/2.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE MARK ON
 GS0901'THE LEFT (EAST) SIDE OF THE ROAD AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE9891 ***********************************************************************
 AE9891  HT_MOD      -  This is a Height Modernization Survey Station.
 AE9891  DESIGNATION -  56 MDC 1974
 AE9891  PID         -  AE9891
 AE9891  STATE/COUNTY-  CA/SAN JOAQUIN
 AE9891  USGS QUAD   -  TERMINOUS (1993)
 AE9891
 AE9891                         *CURRENT SURVEY CONTROL
 AE9891  ___________________________________________________________________
 AE9891* NAD 83(2007)-  38 01 00.37768(N)    121 27 23.65437(W)     ADJUSTED  
 AE9891* NAVD 88     -         3.08   (meters)      10.1    (feet)  GPS OBS   
 AE9891  ___________________________________________________________________
 AE9891  EPOCH DATE  -        2007.00
 AE9891  X           -  -2,625,573.834 (meters)                     COMP
 AE9891  Y           -  -4,291,845.904 (meters)                     COMP
 AE9891  Z           -   3,906,892.931 (meters)                     COMP
 AE9891  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 AE9891  ELLIP HEIGHT-         -28.936 (meters)          (02/10/07) ADJUSTED
 AE9891  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AE9891
 AE9891  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE9891  Type    PID    Designation                      North   East  Ellip
 AE9891  -------------------------------------------------------------------
 AE9891  NETWORK AE9891 56 MDC 1974                       0.33   0.31   1.00
 AE9891  -------------------------------------------------------------------
 AE9891
 AE9891.The horizontal coordinates were established by GPS observations
 AE9891.and adjusted by the National Geodetic Survey in February 2007.
 AE9891
 AE9891.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE9891.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE9891.The horizontal coordinates are valid at the epoch date displayed above.
 AE9891.The epoch date for horizontal control is a decimal equivalence
 AE9891.of Year/Month/Day.
 AE9891
 AE9891.The orthometric height was determined by GPS observations and a
 AE9891.high-resolution geoid model.
 AE9891.The orthometric height was determined by GPS observations and a
 AE9891.high-resolution geoid model using precise GPS observation and
 AE9891.processing techniques.
 AE9891
 AE9891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9891
 AE9891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9891
 AE9891.The ellipsoidal height was determined by GPS observations
 AE9891.and is referenced to NAD 83.
 AE9891
 AE9891.The geoid height was determined by GEOID03.
 AE9891
 AE9891;                    North         East     Units Scale Factor Converg.
 AE9891;SPC CA 3     -   668,763.502 1,916,007.694   MT  0.99993990   -0 35 08.3
 AE9891;SPC CA 3     - 2,194,101.59  6,286,101.91   sFT  0.99993990   -0 35 08.3
 AE9891;UTM  10      - 4,208,799.899   635,482.101   MT  0.99982607   +0 57 02.6
 AE9891
 AE9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9891!SPC CA 3     -   1.00000454  x   0.99993990  =   0.99994444
 AE9891!UTM  10      -   1.00000454  x   0.99982607  =   0.99983061
 AE9891
 AE9891                          SUPERSEDED SURVEY CONTROL
 AE9891
 AE9891  NAD 83(1998)-  38 01 00.37795(N)    121 27 23.65142(W) AD(2002.86) 1
 AE9891  ELLIP H (10/28/05)  -28.921  (m)                       GP(       ) 4 1
 AE9891  NAD 83(1992)-  38 01 00.37580(N)    121 27 23.64893(W) AD(1997.30) 1
 AE9891  ELLIP H (07/10/98)  -28.893  (m)                       GP(1997.30) 4 1
 AE9891  NAD 83(1992)-  38 01 00.37539(N)    121 27 23.64922(W) AD(1997.30) 1
 AE9891  ELLIP H (05/14/98)  -28.806  (m)                       GP(1997.30) 3 1
 AE9891
 AE9891.Superseded values are not recommended for survey control.
 AE9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9891.See file dsdata.txt to determine how the superseded data were derived.
 AE9891
 AE9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3548208800(NAD 83)
 AE9891_MARKER: DD = SURVEY DISK
 AE9891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE9891_SP_SET: BUILDING CONCRETE PAD
 AE9891_STAMPING: 56 MDC 1974 8
 AE9891_MARK LOGO: USGS  
 AE9891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9891+STABILITY: SURFACE MOTION
 AE9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9891+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 AE9891
 AE9891  HISTORY     - Date     Condition        Report By
 AE9891  HISTORY     - 1974     MONUMENTED       USGS
 AE9891  HISTORY     - 20020906 GOOD             CADWR
 AE9891
 AE9891                          STATION DESCRIPTION
 AE9891
 AE9891'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (MDC)
 AE9891'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF STOCKTON ON
 AE9891'THE SOUTHWEST SHORE OF RINDGE TRACT.  TO REACH THE STATION FROM THE
 AE9891'INTERSTATE HIGHWAY 5/EIGHT MILE ROAD INTERCHANGE, GO WEST ON EIGHT
 AE9891'MILE ROAD FOR 2.4 MI (3.9 KM) TO RIO BLANCO ROAD.  TURN LEFT AND GO
 AE9891'SOUTH FOR 1.0 MI (1.6 KM) TO A BEND IN THE ROAD AT PARADISE POINT
 AE9891'MARINA.  CONTINUE EAST FOR 0.10 MI (0.16 KM) TO THE BRIDGE OVER
 AE9891'DISAPPOINTMENT SLOUGH TO RINDGE TRACT.  TURN RIGHT (SOUTH) AND CROSS
 AE9891'THE BRIDGE, THEN TURN RIGHT (WEST) AND FOLLOW THE LEVEE ROAD FOR 6.6
 AE9891'MI (10.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD
 AE9891'USGS BRASS CAP SET ON AN OLD CONCRETE FOUNDATION PAD ON THE NORTHEAST
 AE9891'SIDE OF THE LEVEE.  IT IS ACROSS THE LEVEE ROAD FROM SOME OLD VERTICAL
 AE9891'PILINGS, WITH THE TOPS OF 4 PILINGS STILL AT LEVEE HEIGHT. THE STATION
 AE9891'IS ABOUT 154 FT (46.9 M) SOUTHEAST OF A SINGLE TALL COTTONWOOD TREE,
 AE9891'36.0 FT (11.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE PAD, 28.0 FT
 AE9891'(8.5 M) NORTHEAST OF CENTERLINE OF THE LEVEE ROAD, AND 4.6 FT (1.4 M)
 AE9891'SOUTHEAST OF A CARSONITE WITNESS POST.  THE STATION WAS OCCUPIED AS
 AE9891'PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT.
 AE9891
 AE9891                          STATION RECOVERY (2002)
 AE9891
 AE9891'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB)
 AE9891'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. AFTER
 AE9891'CROSSING THE BRIDGE TO RINDGE TRACT, TURN RIGHT AND DRIVE 0.7 MI WEST
 AE9891'ON THE  LEVEE ROAD TO WHERE THE ROAD IS BLOCKED BY A PIPE GATE, WITH
 AE9891'ACCESS CONTROLLED BY  RECLAMATION DISTRICT 2037.  TURN LEFT AND DRIVE
 AE9891'SOUTH DOWN THE LEVEE TO THE ROAD EAST  OF A DRAINAGE DITCH FOR 1.3 MI
 AE9891'TO WHERE THE ROAD TURNS LEFT.  CONTINUE ON THE ROAD FOR  0.05 MI WHERE
 AE9891'THE ROAD TURNS RIGHT, RESUMING SOUTHWARD TRAVEL AND DRIVE 1.0 MI TO A
 AE9891'T-INTERSECTION AT THE LEVEE ROAD ON THE SOUTHERN SIDE OF THE ISLAND.
 AE9891'BEAR RIGHT AND  DRIVE UPHILL SOUTHWESTERLY FOR 0.1MI AND DRIVE
 AE9891'WESTERLY ON THE LEVEE ROAD FOR 0.4 MI TO  A LOCKED PIPE GATE.  THE
 AE9891'STATION IS ABOUT 0.6 MI AHEAD TO THE WEST, ABOUT AN 8 TO 10 MINUTE
 AE9891'PACK. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002
 AE9891'SUBSIDENCE NETWORK HEIGHT  MODERNIZATION SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4950 ***********************************************************************
 HS4950  DESIGNATION -  56 R SFWD 1958
 HS4950  PID         -  HS4950
 HS4950  STATE/COUNTY-  CA/SANTA CLARA
 HS4950  USGS QUAD   -  MILPITAS (1980)
 HS4950
 HS4950                         *CURRENT SURVEY CONTROL
 HS4950  ___________________________________________________________________
 HS4950* NAD 83(1992)-  37 25 59.07785(N)    121 53 44.44723(W)     ADJUSTED  
 HS4950* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HS4950  ___________________________________________________________________
 HS4950  EPOCH DATE  -        1991.35
 HS4950  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 HS4950  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS4950  HORZ ORDER  -  SECOND
 HS4950
 HS4950.The horizontal coordinates were established by classical geodetic methods
 HS4950.and adjusted by the National Geodetic Survey in March 1994.
 HS4950.The horizontal coordinates are valid at the epoch date displayed above.
 HS4950.The epoch date for horizontal control is a decimal equivalence
 HS4950.of Year/Month/Day.
 HS4950
 HS4950.The orthometric height was scaled from a topographic map.
 HS4950
 HS4950.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4950
 HS4950.The geoid height was determined by GEOID03.
 HS4950
 HS4950;                    North         East     Units Scale Factor Converg.
 HS4950;SPC CA 3     -   604,474.569 1,876,487.772   MT  0.99994449   -0 51 16.1
 HS4950;SPC CA 3     - 1,983,180.32  6,156,443.63   sFT  0.99994449   -0 51 16.1
 HS4950;UTM  10      - 4,143,489.125   597,699.589   MT  0.99971758   +0 40 16.7
 HS4950
 HS4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4950!SPC CA 3     -   1.00000387  x   0.99994449  =   0.99994836
 HS4950!UTM  10      -   1.00000387  x   0.99971758  =   0.99972144
 HS4950
 HS4950                          SUPERSEDED SURVEY CONTROL
 HS4950
 HS4950  NAD 83(1986)-  37 25 59.07843(N)    121 53 44.43944(W) AD(1984.00) 2
 HS4950  NAD 27      -  37 25 59.29920(N)    121 53 40.59520(W) AD(       ) 2
 HS4950
 HS4950.Superseded values are not recommended for survey control.
 HS4950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4950.See file dsdata.txt to determine how the superseded data were derived.
 HS4950
 HS4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9770043489(NAD 83)
 HS4950
 HS4950  HISTORY     - Date     Condition        Report By
 HS4950  HISTORY     - 1958     MONUMENTED       CGS
 HS4950
 HS4950                          STATION DESCRIPTION
 HS4950
 HS4950'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS4950'SEE STATION 56 L SFWD
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0468 ***********************************************************************
 DY0468  DESIGNATION -  56 Z
 DY0468  PID         -  DY0468
 DY0468  STATE/COUNTY-  CA/LOS ANGELES
 DY0468  USGS QUAD   -  LONG BEACH (1981)
 DY0468
 DY0468                         *CURRENT SURVEY CONTROL
 DY0468  ___________________________________________________________________
 DY0468* NAD 83(2007)-  33 52 05.64545(N)    118 12 57.52519(W)     ADJUSTED  
 DY0468* NAVD 88     -        17.396  (meters)      57.07   (feet)  ADJUSTED  
 DY0468  ___________________________________________________________________
 DY0468  EPOCH DATE  -        2007.00
 DY0468  X           -  -2,506,484.473 (meters)                     COMP
 DY0468  Y           -  -4,671,445.006 (meters)                     COMP
 DY0468  Z           -   3,534,310.045 (meters)                     COMP
 DY0468  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DY0468  ELLIP HEIGHT-         -18.469 (meters)          (02/10/07) ADJUSTED
 DY0468  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0468  DYNAMIC HT  -          17.378 (meters)      57.01  (feet)  COMP
 DY0468
 DY0468  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY0468  Type    PID    Designation                      North   East  Ellip
 DY0468  -------------------------------------------------------------------
 DY0468  NETWORK DY0468 56 Z                              0.41   0.71   3.14
 DY0468  -------------------------------------------------------------------
 DY0468  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 DY0468
 DY0468  VERT ORDER  -  FIRST     CLASS II
 DY0468
 DY0468.The horizontal coordinates were established by GPS observations
 DY0468.and adjusted by the National Geodetic Survey in February 2007.
 DY0468
 DY0468.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY0468.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY0468.The horizontal coordinates are valid at the epoch date displayed above.
 DY0468.The epoch date for horizontal control is a decimal equivalence
 DY0468.of Year/Month/Day.
 DY0468
 DY0468.The orthometric height was determined by differential leveling
 DY0468.and adjusted in February 1997.
 DY0468
 DY0468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY0468
 DY0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY0468
 DY0468.The ellipsoidal height was determined by GPS observations
 DY0468.and is referenced to NAD 83.
 DY0468
 DY0468.The geoid height was determined by GEOID03.
 DY0468
 DY0468.The dynamic height is computed by dividing the NAVD 88
 DY0468.geopotential number by the normal gravity value computed on the
 DY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0468.degrees latitude (g = 980.6199 gals.).
 DY0468
 DY0468.The modeled gravity was interpolated from observed gravity values.
 DY0468
 DY0468;                    North         East     Units Scale Factor Converg.
 DY0468;SPC CA 5     -   540,868.770 1,980,015.269   MT  1.00003987   -0 07 23.2
 DY0468;SPC CA 5     - 1,774,500.29  6,496,100.10   sFT  1.00003987   -0 07 23.2
 DY0468;UTM  11      - 3,748,211.432   387,530.642   MT  0.99975594   -0 40 39.8
 DY0468
 DY0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY0468!SPC CA 5     -   1.00000290  x   1.00003987  =   1.00004277
 DY0468!UTM  11      -   1.00000290  x   0.99975594  =   0.99975884
 DY0468
 DY0468                          SUPERSEDED SURVEY CONTROL
 DY0468
 DY0468  NAD 83(1994)-  33 52 05.63391(N)    118 12 57.51312(W) AD(1995.00) B
 DY0468  ELLIP H (06/23/95)  -18.500  (m)                       GP(1995.00) 4 2
 DY0468  NAD 83(1992)-  33 52 05.62985(N)    118 12 57.50837(W) AD(1991.35) 1
 DY0468  ELLIP H (09/20/94)  -18.399  (m)                       GP(1991.35) 4 2
 DY0468  NGVD 29 (??/??/92)   16.73   (m)           54.9    (f) COMPUTED    1 2
 DY0468
 DY0468.Superseded values are not recommended for survey control.
 DY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0468.See file dsdata.txt to determine how the superseded data were derived.
 DY0468
 DY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8753148211(NAD 83)
 DY0468_MARKER: DB = BENCH MARK DISK
 DY0468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY0468_SP_SET: BRIDGE ABUTMENT
 DY0468_STAMPING: 56 Z 1933
 DY0468_MARK LOGO: MWDSC 
 DY0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0468+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1995
 DY0468
 DY0468  HISTORY     - Date     Condition        Report By
 DY0468  HISTORY     - 1933     MONUMENTED       MWDSC
 DY0468  HISTORY     - 1964     GOOD             NGS
 DY0468  HISTORY     - 19921103 GOOD             CADT
 DY0468  HISTORY     - 19941003 GOOD             NGS
 DY0468  HISTORY     - 19950615 GOOD             MWDSC
 DY0468  HISTORY     - 20000712 MARK NOT FOUND   CADT
 DY0468
 DY0468                          STATION DESCRIPTION
 DY0468
 DY0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY0468'0.5 MI N FROM DOMINGUEZ JUNCTION.
 DY0468'0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DY0468'THE TOWER AT DOMINGUEZ JUNCTION, IN THE TOP OF A LONG SLAB OF
 DY0468'CONCRETE ALONG THE EAST CURB OF ALAMEDA STREET, 76.0 FEET EAST
 DY0468'AND ACROSS THE STREET FROM A CONCRETE GATE POST MARKED WITH
 DY0468'STREET NO. 18011, 46.4 FEET WEST OF THE WEST RAIL, 3.6 FEET
 DY0468'EAST OF THE EAST CURB OF THE STREET, 23.5 FEET SOUTHWEST OF THE
 DY0468'CENTER OF THE EAST END OF A 36-INCH PIPE CULVERT, AND ABOUT
 DY0468'1.2 FEET HIGHER THAN THE STREET.
 DY0468
 DY0468                          STATION RECOVERY (1992)
 DY0468
 DY0468'RECOVERY NOTE BY CALTRANS 1992
 DY0468'THE RECOVERY WAS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 DY0468'$
 DY0468'THE STATION IS LOCATED IN AN UNINCORPORATED PORTION OF LOS ANGELES
 DY0468'COUNTY, 0.4 MI (0.6 KM) SOUTHERLY OF THE 91 (ARTESIA) FREEWAY.
 DY0468'$
 DY0468'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 DY0468'SURVEY.
 DY0468
 DY0468                          STATION RECOVERY (1994)
 DY0468
 DY0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDD)
 DY0468'THE STATION WAS RECOVERED.  A COMPLETE NEW TO REACH FOLLOWS.  TO REACH
 DY0468'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 710 (LONG
 DY0468'BEACH FREEWAY) AND DEL AMO BOULEVARD IN THE UNINCORPORATED PORTION OF
 DY0468'LOS ANGELES COUNTY, GO WEST ON DEL AMO BOULEVARD FOR 0.85 MI (1.37 KM)
 DY0468'TO THE INTERSECTION OF ALAMEDA STREET WEST (IMMEDIATELY WEST OF THE
 DY0468'SOUTHERN PACIFIC RAILROAD TRACKS) .  TURN RIGHT AND GO NORTH FOR 0.85
 DY0468'MI (1.37 KM) TO THE STATION ON THE RIGHT AT THE SOUTH END OF A WIDE
 DY0468'CONCRETE CURB.  THE STATION IS ABOUT 0.4 MI (0.6 KM) SOUTH OF STATE
 DY0468'HIGHWAY 91 (ARTESIA/REDONDO BEACH FREEWAY) AND ACROSS ALAMEDA STREET
 DY0468'FROM THE HOMESTEAD BUSINESS PARK.  THE STATION IS 113 FT (34.4 M)
 DY0468'SOUTH OF THE EXTENDED CENTERLINE OF HOMESTEAD PLACE, 46.5 FT (14.2 M)
 DY0468'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 35.3 FT (10.8 M) EAST
 DY0468'OF THE CENTERLINE OF ALAMEDA STREET.
 DY0468
 DY0468                          STATION RECOVERY (1995)
 DY0468
 DY0468'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (JDG)
 DY0468'RECOVERED AS DESCRIBED.ADD IN COMPTON,CA 1100 FEET (335.3 M) SOUTH
 DY0468'ALONG ALAMEDA ST FROM THE OVER HEAD 91 FREEWAY TO MANVILLE ST, THEN
 DY0468'800 FEET (243.8 M) SOUTH ALONG ALAMEDA ST AND 112 FEET (34.1 M) SOUTH
 DY0468'OF HOMESTEAD PLACE (PRIVATE ST) TO THE SOUTHEAST ABUTMENT OF OLD
 DY0468'CONCRETE HIGHWAY BRIDGE.  FOUND A 3 MWDSC BRASS DISK STAMPED 56 Z 1933
 DY0468'SET IN TOP FACE OF BRIDGE ABUTMENT.  REF MWD FB 2017 01 003.
 DY0468
 DY0468                          STATION RECOVERY (2000)
 DY0468
 DY0468'RECOVERY NOTE BY CALTRANS 2000 (GND)
 DY0468'KEN ALLRED (PH. 310 885 3269), SUPERINTENDENT, ALEMEDA CORRIDOR
 DY0468'RECONSTRUCTION STATED HE REMOVED THE BRIDGE AND ABUTMENTS CONTAINING
 DY0468'THE MONUMENT DURING MAY 2000. ENGINEER IN CHARGE OF PROJECT WAS
 DY0468'VICENTE AGUILAR, CA RCE 56388, EMPLOYER = COUNTY OF LOS ANGELES. NO
 DY0468'EVIDENCE OF MONUMENT OR BRIDGE FOUND. SITE HAS HAD EXTENSIVE GRADING
 DY0468'AND RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0624 ***********************************************************************
 DC0624  DESIGNATION -  56+15.7 C CADH
 DC0624  PID         -  DC0624
 DC0624  STATE/COUNTY-  CA/SAN DIEGO
 DC0624  USGS QUAD   -  SAN VICENTE RESERVOIR (1971)
 DC0624
 DC0624                         *CURRENT SURVEY CONTROL
 DC0624  ___________________________________________________________________
 DC0624* NAD 83(1986)-  32 58 38.     (N)    116 58 59.     (W)     SCALED    
 DC0624* NAVD 88     -       443.17   (+/-2cm)    1454.0    (feet)  VERTCON   
 DC0624  ___________________________________________________________________
 DC0624  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DC0624  VERT ORDER  -  FIRST     CLASS I (See Below)
 DC0624
 DC0624.The horizontal coordinates were scaled from a topographic map and have
 DC0624.an estimated accuracy of +/- 6 seconds.
 DC0624
 DC0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0624.The vertical order pertains to the NGVD 29 superseded value.
 DC0624
 DC0624.The geoid height was determined by GEOID03.
 DC0624
 DC0624;                    North         East    Units  Estimated Accuracy
 DC0624;SPC CA 6     -   590,130.    1,931,480.      MT  (+/- 180 meters Scaled)
 DC0624
 DC0624                          SUPERSEDED SURVEY CONTROL
 DC0624
 DC0624  NGVD 29 (??/??/??)  442.513  (m)         1451.81   (f) ADJUSTED    1 1
 DC0624
 DC0624.Superseded values are not recommended for survey control.
 DC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0624.See file dsdata.txt to determine how the superseded data were derived.
 DC0624
 DC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS015487(NAD 83)
 DC0624_MARKER: P = PIPE CAP
 DC0624_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DC0624_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DC0624_STAMPING: 56-15.7C
 DC0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0624
 DC0624  HISTORY     - Date     Condition        Report By
 DC0624  HISTORY     - UNK      MONUMENTED       CADH
 DC0624  HISTORY     - 1970     GOOD             NGS
 DC0624  HISTORY     - 1978     MARK NOT FOUND   NGS
 DC0624
 DC0624                          STATION DESCRIPTION
 DC0624
 DC0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DC0624'0.6 MI W FROM POWAY.
 DC0624'SAN DIEGO COUNTY, POWAY.  0.6 MILE WEST ALONG POWAY ROAD FROM THE
 DC0624'INTERSECTION OF STATE HIGHWAY 67 AND POWAY ROAD.  ON NORTH EDGE OF
 DC0624'PAVEMENT.  TWO-INCH GALVANIZED PIPE WITH CALIFORNIA DIVISION OF
 DC0624'HIGHWAYS BRASS CAP STAMPED 56-15.7C.  T14S R1W 04.
 DC0624
 DC0624                          STATION RECOVERY (1978)
 DC0624
 DC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1308 ***********************************************************************
 DY1308  DESIGNATION -  56.328 C OF LA
 DY1308  PID         -  DY1308
 DY1308  STATE/COUNTY-  CA/LOS ANGELES
 DY1308  USGS QUAD   -  VENICE (1981)
 DY1308
 DY1308                         *CURRENT SURVEY CONTROL
 DY1308  ___________________________________________________________________
 DY1308* NAD 83(1986)-  33 56 26.     (N)    118 26 24.     (W)     SCALED    
 DY1308* NAVD 88     -        17.72   (+/-2cm)      58.1    (feet)  VERTCON   
 DY1308  ___________________________________________________________________
 DY1308  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DY1308  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY1308
 DY1308.The horizontal coordinates were scaled from a topographic map and have
 DY1308.an estimated accuracy of +/- 6 seconds.
 DY1308
 DY1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1308.The vertical order pertains to the NGVD 29 superseded value.
 DY1308
 DY1308.The geoid height was determined by GEOID03.
 DY1308
 DY1308;                    North         East    Units  Estimated Accuracy
 DY1308;SPC CA 5     -   548,960.    1,959,320.      MT  (+/- 180 meters Scaled)
 DY1308
 DY1308                          SUPERSEDED SURVEY CONTROL
 DY1308
 DY1308  NGVD 29 (??/??/92)   16.98   (m)           55.7    (f) COMPUTED    1 1
 DY1308
 DY1308.Superseded values are not recommended for survey control.
 DY1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1308.See file dsdata.txt to determine how the superseded data were derived.
 DY1308
 DY1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT669564(NAD 83)
 DY1308_MARKER: S = SPIKE
 DY1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1308_SP_SET: CATCH BASIN
 DY1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1308
 DY1308  HISTORY     - Date     Condition        Report By
 DY1308  HISTORY     - UNK      MONUMENTED       CA1980
 DY1308  HISTORY     - 1960     GOOD             NGS
 DY1308  HISTORY     - 1968     GOOD             CA-037
 DY1308
 DY1308                          STATION DESCRIPTION
 DY1308
 DY1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1308'AT PLAYA DEL REY.
 DY1308'AT PLAYA DEL REY, AT THE NORTH CORNER OF THE JUNCTION OF VISTA
 DY1308'DEL MAR AND DEAUVILLE STREET, AT THE SOUTH CORNER OF A CATCH
 DY1308'BASIN, IN TOP OF THE NORTHEAST CURB OF VISTA DEL MAR, 28 FEET
 DY1308'NORTHEAST OF THE CENTER LINE OF VISTA DEL MAR, 66 FEET NORTHWEST
 DY1308'OF THE CENTER LINE OF DEAUVILLE STREET, 3.9 FEET NORTHWEST
 DY1308'OF THE NORTHWEST SIDE OF A CONCRETE LAMP POST, ABOUT LEVEL WITH THE
 DY1308'CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.
 DY1308
 DY1308                          STATION RECOVERY (1968)
 DY1308
 DY1308'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1939 ***********************************************************************
 DY1939  DESIGNATION -  56.6 USGS
 DY1939  PID         -  DY1939
 DY1939  STATE/COUNTY-  CA/LOS ANGELES
 DY1939  USGS QUAD   -  TORRANCE (1981)
 DY1939
 DY1939                         *CURRENT SURVEY CONTROL
 DY1939  ___________________________________________________________________
 DY1939* NAD 83(1986)-  33 51 29.     (N)    118 18 33.     (W)     SCALED    
 DY1939* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 DY1939  ___________________________________________________________________
 DY1939  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY1939  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1939
 DY1939.The horizontal coordinates were scaled from a topographic map and have
 DY1939.an estimated accuracy of +/- 6 seconds.
 DY1939
 DY1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1939.The vertical order pertains to the NGVD 29 superseded value.
 DY1939
 DY1939.The geoid height was determined by GEOID03.
 DY1939
 DY1939;                    North         East    Units  Estimated Accuracy
 DY1939;SPC CA 5     -   539,760.    1,971,390.      MT  (+/- 180 meters Scaled)
 DY1939
 DY1939                          SUPERSEDED SURVEY CONTROL
 DY1939
 DY1939  NGVD 29 (??/??/92)   17.073  (m)           56.01   (f) ADJ UNCH    1 2
 DY1939
 DY1939.Superseded values are not recommended for survey control.
 DY1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1939.See file dsdata.txt to determine how the superseded data were derived.
 DY1939
 DY1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788471(NAD 83)
 DY1939_MARKER: DD = SURVEY DISK
 DY1939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1939_SP_SET: STEP
 DY1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1939
 DY1939  HISTORY     - Date     Condition        Report By
 DY1939  HISTORY     - UNK      MONUMENTED       USGS
 DY1939  HISTORY     - 1946     GOOD             NGS
 DY1939  HISTORY     - 1961     GOOD             USGS
 DY1939
 DY1939                          STATION DESCRIPTION
 DY1939
 DY1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1939'AT LOS ANGELES.
 DY1939'AT LOS ANGELES, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DY1939'WESTERN AVENUE AND 190 TH. STREET, 6.5 FEET SOUTH OF THE
 DY1939'CENTERLINE OF THE EAST ENTRANCE TO THE SOUTHERN CALIFORNIA
 DY1939'EDISON SUB-STATION PLANT, 0.3 FOOT NORTHWEST OF THE SOUTHEAST
 DY1939'CORNER OF THE BOTTOM STEP LEADING INTO THE POWER PLANT.  A
 DY1939'CHISELED SQUARE.
 DY1939
 DY1939                          STATION RECOVERY (1961)
 DY1939
 DY1939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DY1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0019 ***********************************************************************
 DY0019  DESIGNATION -  561 C OF LB
 DY0019  PID         -  DY0019
 DY0019  STATE/COUNTY-  CA/LOS ANGELES
 DY0019  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0019
 DY0019                         *CURRENT SURVEY CONTROL
 DY0019  ___________________________________________________________________
 DY0019* NAD 83(1986)-  33 46 39.     (N)    118 06 29.     (W)     SCALED    
 DY0019* NAVD 88     -        16.64   (+/-2cm)      54.6    (feet)  VERTCON   
 DY0019  ___________________________________________________________________
 DY0019  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DY0019  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0019
 DY0019.The horizontal coordinates were scaled from a topographic map and have
 DY0019.an estimated accuracy of +/- 6 seconds.
 DY0019
 DY0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0019.The vertical order pertains to the NGVD 29 superseded value.
 DY0019
 DY0019.The geoid height was determined by GEOID03.
 DY0019
 DY0019;                    North         East    Units  Estimated Accuracy
 DY0019;SPC CA 5     -   530,790.    1,989,990.      MT  (+/- 180 meters Scaled)
 DY0019
 DY0019                          SUPERSEDED SURVEY CONTROL
 DY0019
 DY0019  NGVD 29 (??/??/92)   15.892  (m)           52.14   (f) ADJ UNCH    1 2
 DY0019
 DY0019.Superseded values are not recommended for survey control.
 DY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0019.See file dsdata.txt to determine how the superseded data were derived.
 DY0019
 DY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT974380(NAD 83)
 DY0019_MARKER: DD = SURVEY DISK
 DY0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0019+STABILITY: SURFACE MOTION
 DY0019
 DY0019  HISTORY     - Date     Condition        Report By
 DY0019  HISTORY     - UNK      MONUMENTED       CA1970
 DY0019  HISTORY     - 1941     GOOD             NGS
 DY0019  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0019
 DY0019                          STATION DESCRIPTION
 DY0019
 DY0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY0019'1.4 MI E FROM LONG BEACH.
 DY0019'ABOUT 1.4 MILE EASTERLY ALONG ANAHEIM STREET FROM ITS INTERSECTION
 DY0019'WITH HATHAWAY AVENUE (U.S. HIGHWAY 101 ALT.) TO REACH FROM
 DY0019'INTERSECTION OF ANAHEIM STREET WITH HATHAWAY AVENUE, PROCEED
 DY0019'EASTERLY ALONG ANAHEIM STREET, GO ABOUT 1.4 MILES TO ITS
 DY0019'INTERSECTION WITH PALO VERDE AVENUE.  BENCH MARK IS AT THE
 DY0019'NORTHEASTERLY CORNER OF INTERSECTION OF ANAHEIM STREET WITH
 DY0019'PALO VERDE AVENUE.  IT IS ABOUT 17 YARDS NORTH OF CENTER LINE
 DY0019'OF ANAHEIM STREET. IT IS 20 FEET EAST OF CENTER LINE OF PALO
 DY0019'VERDE AVENUE.  IT IS 3.0 FEET NORTHEASTERLY FROM A 4 X 4-INCH
 DY0019'WOODEN POST.  IT IS ABOUT 0.4 FOOT UNDERGROUND.  REACHED THROUGH
 DY0019'8-INCH IRON PIPE WITH COVER MARKED L.B.  A ROUNDED BRONZE
 DY0019'KNOB, SET IN A CONCRETE POST.
 DY0019
 DY0019                          STATION RECOVERY (1961)
 DY0019
 DY0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6334 ***********************************************************************
 EW6334  DESIGNATION -  562
 EW6334  PID         -  EW6334
 EW6334  STATE/COUNTY-  CA/VENTURA
 EW6334  USGS QUAD   -  POINT MUGU (1967)
 EW6334
 EW6334                         *CURRENT SURVEY CONTROL
 EW6334  ___________________________________________________________________
 EW6334* NAD 83(1986)-  34 06 27.     (N)    119 04 44.     (W)     SCALED    
 EW6334* NAVD 88     -         3.106  (meters)      10.19   (feet)  READJUSTED
 EW6334  ___________________________________________________________________
 EW6334  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 EW6334  DYNAMIC HT  -           3.100 (meters)      10.17  (feet)  COMP
 EW6334  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EW6334
 EW6334  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 EW6334
 EW6334.The horizontal coordinates were scaled from a topographic map and have
 EW6334.an estimated accuracy of +/- 6 seconds.
 EW6334
 EW6334.The orthometric height was determined by differential leveling
 EW6334.and adjusted in February 1993.
 EW6334.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 EW6334.distribution rate greater than 8.0 mm/km.
 EW6334.The height was derived from older observations constrained to new
 EW6334.heights in a crustal motion area.  The height is approximate in
 EW6334.relation to other heights in its vicinity.
 EW6334
 EW6334.The geoid height was determined by GEOID03.
 EW6334
 EW6334.The dynamic height is computed by dividing the NAVD 88
 EW6334.geopotential number by the normal gravity value computed on the
 EW6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6334.degrees latitude (g = 980.6199 gals.).
 EW6334
 EW6334.The modeled gravity was interpolated from observed gravity values.
 EW6334
 EW6334;                    North         East    Units  Estimated Accuracy
 EW6334;SPC CA 5     -   567,920.    1,900,460.      MT  (+/- 180 meters Scaled)
 EW6334
 EW6334                          SUPERSEDED SURVEY CONTROL
 EW6334
 EW6334  NGVD 29 (??/??/92)    2.342  (m)            7.68   (f) ADJ UNCH    1 1
 EW6334
 EW6334.Superseded values are not recommended for survey control.
 EW6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6334.See file dsdata.txt to determine how the superseded data were derived.
 EW6334
 EW6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT082760(NAD 83)
 EW6334_MARKER: DD = SURVEY DISK
 EW6334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6334_SP_SET: CULVERT
 EW6334_STAMPING: BM 562
 EW6334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6334
 EW6334  HISTORY     - Date     Condition        Report By
 EW6334  HISTORY     - UNK      MONUMENTED       CADH
 EW6334  HISTORY     - 1971     GOOD             NGS
 EW6334  HISTORY     - 1977     GOOD             NGS
 EW6334  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW6334
 EW6334                          STATION DESCRIPTION
 EW6334
 EW6334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6334'8.2 MI SE FROM OXNARD.
 EW6334'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF
 EW6334'WOOLEY ROAD AND SAVIERS ROAD IN OXNARD, 0.4 MILE SOUTHEAST OF THE
 EW6334'BRIDGE OVER CALLEGUAS CREEK, IN THE TOP AND 1.1 FEET SOUTHEAST OF
 EW6334'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 36-INCH
 EW6334'PIPE CULVERT, 39 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 EW6334'LANES OF THE HIGHWAY, 1.1 FEET SOUTHEAST OF A WITNESS POST.
 EW6334
 EW6334                          STATION RECOVERY (1977)
 EW6334
 EW6334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6334'RECOVERED IN GOOD CONDITION.
 EW6334
 EW6334                          STATION RECOVERY (1989)
 EW6334
 EW6334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6334'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0454 ***********************************************************************
 JR0454  DESIGNATION -  5634.029
 JR0454  PID         -  JR0454
 JR0454  STATE/COUNTY-  CA/ALPINE
 JR0454  USGS QUAD   -  WOODFORDS (1979)
 JR0454
 JR0454                         *CURRENT SURVEY CONTROL
 JR0454  ___________________________________________________________________
 JR0454* NAD 83(1986)-  38 46 32.     (N)    119 49 22.     (W)     SCALED    
 JR0454* NAVD 88     -      1717.27   (+/-2cm)    5634.1    (feet)  VERTCON   
 JR0454  ___________________________________________________________________
 JR0454  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 JR0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0454
 JR0454.The horizontal coordinates were scaled from a topographic map and have
 JR0454.an estimated accuracy of +/- 6 seconds.
 JR0454
 JR0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0454.The vertical order pertains to the NGVD 29 superseded value.
 JR0454
 JR0454.The geoid height was determined by GEOID03.
 JR0454
 JR0454;                    North         East    Units  Estimated Accuracy
 JR0454;SPC CA 2     -   625,360.    2,189,170.      MT  (+/- 180 meters Scaled)
 JR0454
 JR0454                          SUPERSEDED SURVEY CONTROL
 JR0454
 JR0454  NGVD 29 (??/??/92) 1715.973  (m)         5629.82   (f) ADJ UNCH    2 0
 JR0454
 JR0454.Superseded values are not recommended for survey control.
 JR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0454.See file dsdata.txt to determine how the superseded data were derived.
 JR0454
 JR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC547956(NAD 83)
 JR0454_MARKER: P = PIPE CAP
 JR0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0454
 JR0454  HISTORY     - Date     Condition        Report By
 JR0454  HISTORY     - UNK      MONUMENTED       USGS
 JR0454  HISTORY     - 1959     GOOD             NGS
 JR0454
 JR0454                          STATION DESCRIPTION
 JR0454
 JR0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JR0454'AT WOODFORDS.
 JR0454'AT WOODFORDS, ALPINE COUNTY, ON STATE HIGHWAY 8, 49 FEET SOUTHWEST
 JR0454'OF A FLAG POLE IN A TRIANGLE FORMED BY A ROAD JUNCTION, 42 FEET
 JR0454'NORTH OF THE NORTH CORNER OF A SMALL WOODEN BUILDING, 18 FEET
 JR0454'SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO CARSON PASS,
 JR0454'AND 2.5 FEET NORTHEAST OF A FENCE CORNER.  A UNITED STATES
 JR0454'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-INCH
 JR0454'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0355 ***********************************************************************
 HR0355  DESIGNATION -  5638
 HR0355  PID         -  HR0355
 HR0355  STATE/COUNTY-  CA/MONO
 HR0355  USGS QUAD   -  BENTON HOT SPRINGS (1994)
 HR0355
 HR0355                         *CURRENT SURVEY CONTROL
 HR0355  ___________________________________________________________________
 HR0355* NAD 83(1986)-  37 48 02.     (N)    118 31 39.     (W)     SCALED    
 HR0355* NAVD 88     -      1716.21   (+/-2cm)    5630.6    (feet)  VERTCON   
 HR0355  ___________________________________________________________________
 HR0355  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 HR0355  OBS GRAVITY -     979,421.5   (mgal)                       GRAV_OBS
 HR0355
 HR0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0355
 HR0355.The horizontal coordinates were scaled from a topographic map and have
 HR0355.an estimated accuracy of +/- 6 seconds.
 HR0355
 HR0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0355.The vertical order pertains to the NGVD 29 superseded value.
 HR0355
 HR0355.The geoid height was determined by GEOID03.
 HR0355.The observed gravity was obtained from relative gravimeter ties
 HR0355.to the IGSN71 gravity network.
 HR0355
 HR0355;                    North         East    Units  Estimated Accuracy
 HR0355;SPC CA 3     -   646,170.    2,173,690.      MT  (+/- 180 meters Scaled)
 HR0355
 HR0355                          SUPERSEDED SURVEY CONTROL
 HR0355
 HR0355  NGVD 29 (??/??/92) 1714.941  (m)         5626.44   (f) ADJ UNCH    1 2
 HR0355
 HR0355.Superseded values are not recommended for survey control.
 HR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0355.See file dsdata.txt to determine how the superseded data were derived.
 HR0355
 HR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB655847(NAD 83)
 HR0355_MARKER: DD = SURVEY DISK
 HR0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HR0355_SP_SET: BUILDING
 HR0355_STAMPING: 5638
 HR0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0355
 HR0355  HISTORY     - Date     Condition        Report By
 HR0355  HISTORY     - UNK      MONUMENTED       USGS
 HR0355  HISTORY     - 1955     GOOD             NGS
 HR0355  HISTORY     - 20070621 GOOD             INDIV
 HR0355
 HR0355                          STATION DESCRIPTION
 HR0355
 HR0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HR0355'AT BENTON.
 HR0355'AT BENTON, AT THE MAIN ENTRANCE TO THE WAI WERA HOTEL AND POST
 HR0355'OFFICE, SET VERTICALLY IN THE NORTH ROCK WALL, 1.8 FEET EAST
 HR0355'OF THE EAST EDGE OF THE DOOR, AND 1.7 FEET ABOVE THE CONCRETE
 HR0355'WALK.
 HR0355
 HR0355                          STATION RECOVERY (2007)
 HR0355
 HR0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TCC)
 HR0355'BUILDING IS NO LONGER IN USE AS A POST OFFICE OR HOTEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0905 ***********************************************************************
 HS0905  DESIGNATION -  565 62
 HS0905  PID         -  HS0905
 HS0905  STATE/COUNTY-  CA/TUOLUMNE
 HS0905  USGS QUAD   -  SONORA (1987)
 HS0905
 HS0905                         *CURRENT SURVEY CONTROL
 HS0905  ___________________________________________________________________
 HS0905* NAD 83(1986)-  37 58 25.     (N)    120 23 39.     (W)     SCALED    
 HS0905* NAVD 88     -       518.495  (meters)    1701.10   (feet)  ADJUSTED  
 HS0905  ___________________________________________________________________
 HS0905  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HS0905  DYNAMIC HT  -         518.083 (meters)    1699.74  (feet)  COMP
 HS0905  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 HS0905
 HS0905  VERT ORDER  -  FIRST     CLASS II
 HS0905
 HS0905.The horizontal coordinates were scaled from a topographic map and have
 HS0905.an estimated accuracy of +/- 6 seconds.
 HS0905
 HS0905.The orthometric height was determined by differential leveling
 HS0905.and adjusted in December 1997.
 HS0905.WARNING-Repeat measurements at this control monument indicate possible
 HS0905.vertical movement.
 HS0905
 HS0905.The geoid height was determined by GEOID03.
 HS0905
 HS0905.The dynamic height is computed by dividing the NAVD 88
 HS0905.geopotential number by the normal gravity value computed on the
 HS0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0905.degrees latitude (g = 980.6199 gals.).
 HS0905
 HS0905.The modeled gravity was interpolated from observed gravity values.
 HS0905
 HS0905;                    North         East    Units  Estimated Accuracy
 HS0905;SPC CA 3     -   663,550.    2,009,300.      MT  (+/- 180 meters Scaled)
 HS0905
 HS0905                          SUPERSEDED SURVEY CONTROL
 HS0905
 HS0905  NGVD 29 (??/??/92)  517.745  (m)         1698.64   (f) ADJ UNCH    1 2
 HS0905
 HS0905.Superseded values are not recommended for survey control.
 HS0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0905.See file dsdata.txt to determine how the superseded data were derived.
 HS0905
 HS0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH288060(NAD 83)
 HS0905_MARKER: DD = SURVEY DISK
 HS0905_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS0905_SP_SET: CULVERT HEADWALL
 HS0905_MARK LOGO: CADT  
 HS0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0905+STABILITY: SURFACE MOTION
 HS0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS0905+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 HS0905
 HS0905  HISTORY     - Date     Condition        Report By
 HS0905  HISTORY     - UNK      MONUMENTED       CADH
 HS0905  HISTORY     - 1957     GOOD             NGS
 HS0905  HISTORY     - 1972     GOOD             NGS
 HS0905  HISTORY     - 1979     GOOD             NGS
 HS0905  HISTORY     - 19980402 GOOD             NGS
 HS0905
 HS0905                          STATION DESCRIPTION
 HS0905
 HS0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS0905'1 MI SW FROM SONORA.
 HS0905'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 108 AND 49 FROM THE
 HS0905'SONORA INN AT SONORA, IN R 14 E, T 1 N, IN THE NORTHWEST QUARTER
 HS0905'OF SECTION 1, ON THE OUTSIDE OF A CURVE, AT 14-INCH CORRUGATED
 HS0905'METAL PIPE CULVERT B 565/62, IN THE TOP OF THE NORTHEAST END OF
 HS0905'THE NORTHWEST CONCRETE HEAD WALL, 28 FEET NORTHWEST OF THE CENTER
 HS0905'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 HS0905
 HS0905                          STATION RECOVERY (1972)
 HS0905
 HS0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HS0905'RECOVERED IN GOOD CONDITION.
 HS0905
 HS0905                          STATION RECOVERY (1979)
 HS0905
 HS0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HS0905'RECOVERED IN GOOD CONDITION.
 HS0905
 HS0905                          STATION RECOVERY (1998)
 HS0905
 HS0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 HS0905'1.8 KM (1.10 MI) SOUTHERLY ALONG STATE HIGHWAY 49 FROM THE COURTHOUSE
 HS0905'IN SONORA, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END
 HS0905'OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 9.6
 HS0905'M (31.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT)
 HS0905'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0263 ***********************************************************************
 FV0263  DESIGNATION -  565 RESET
 FV0263  PID         -  FV0263
 FV0263  STATE/COUNTY-  CA/MONTEREY
 FV0263  USGS QUAD   -  SAN MIGUEL (1979)
 FV0263
 FV0263                         *CURRENT SURVEY CONTROL
 FV0263  ___________________________________________________________________
 FV0263* NAD 83(1986)-  35 49 39.     (N)    120 45 03.     (W)     SCALED    
 FV0263* NAVD 88     -       173.142  (meters)     568.05   (feet)  ADJUSTED  
 FV0263  ___________________________________________________________________
 FV0263  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 FV0263  DYNAMIC HT  -         172.984 (meters)     567.53  (feet)  COMP
 FV0263  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 FV0263
 FV0263  VERT ORDER  -  FIRST     CLASS II
 FV0263
 FV0263.The horizontal coordinates were scaled from a topographic map and have
 FV0263.an estimated accuracy of +/- 6 seconds.
 FV0263
 FV0263.The orthometric height was determined by differential leveling
 FV0263.and adjusted in June 1991.
 FV0263
 FV0263.The geoid height was determined by GEOID03.
 FV0263
 FV0263.The dynamic height is computed by dividing the NAVD 88
 FV0263.geopotential number by the normal gravity value computed on the
 FV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0263.degrees latitude (g = 980.6199 gals.).
 FV0263
 FV0263.The modeled gravity was interpolated from observed gravity values.
 FV0263
 FV0263;                    North         East    Units  Estimated Accuracy
 FV0263;SPC CA 4     -   556,280.    1,841,800.      MT  (+/- 180 meters Scaled)
 FV0263
 FV0263                          SUPERSEDED SURVEY CONTROL
 FV0263
 FV0263.No superseded survey control is available for this station.
 FV0263
 FV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE031671(NAD 83)
 FV0263_MARKER: DD = SURVEY DISK
 FV0263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FV0263_SP_SET: BRIDGE ABUTMENT
 FV0263_STAMPING: 565.1 1916 RESET 1949
 FV0263_MARK LOGO: USGS  
 FV0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0263+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 FV0263
 FV0263  HISTORY     - Date     Condition        Report By
 FV0263  HISTORY     - 1949     MONUMENTED       USGS
 FV0263  HISTORY     - 1968     GOOD             NGS
 FV0263  HISTORY     - 19890125 GOOD             NGS
 FV0263
 FV0263                          STATION DESCRIPTION
 FV0263
 FV0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0263'4.6 MI SE FROM BRADLEY.
 FV0263'4.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0263'FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 23,
 FV0263'IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE WING WALL
 FV0263'OF STEEL TRUSS BRIDGE 200.55 OVER SALINAS RIVER, 9.3 FEET
 FV0263'EAST OF THE EAST RAIL, 0.4 FOOT EAST OF THE EAST END OF THE
 FV0263'NORTH ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 FV0263
 FV0263                          STATION RECOVERY (1989)
 FV0263
 FV0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0263'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.4 KM
 FV0263'(4.60 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 FV0263'SIDING SIGN AT BRADLEY, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST
 FV0263'END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE NUMBER 200.55 SPANNING
 FV0263'THE SALINAS RIVER, 2.7 M (8.9 FT) EAST OF THE NEAR RAIL, AND 0.5 M
 FV0263'(1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0262 ***********************************************************************
 FV0262  DESIGNATION -  565 USGS
 FV0262  PID         -  FV0262
 FV0262  STATE/COUNTY-  CA/MONTEREY
 FV0262  USGS QUAD   -  SAN MIGUEL (1979)
 FV0262
 FV0262                         *CURRENT SURVEY CONTROL
 FV0262  ___________________________________________________________________
 FV0262* NAD 83(1986)-  35 49 39.     (N)    120 45 03.     (W)     SCALED    
 FV0262* NAVD 88     -       173.14   (+/-2cm)     568.0    (feet)  VERTCON   
 FV0262  ___________________________________________________________________
 FV0262  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 FV0262  VERT ORDER  -  FIRST     CLASS I (See Below)
 FV0262
 FV0262.The horizontal coordinates were scaled from a topographic map and have
 FV0262.an estimated accuracy of +/- 6 seconds.
 FV0262
 FV0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0262.The vertical order pertains to the NGVD 29 superseded value.
 FV0262
 FV0262.The geoid height was determined by GEOID03.
 FV0262
 FV0262;                    North         East    Units  Estimated Accuracy
 FV0262;SPC CA 4     -   556,280.    1,841,800.      MT  (+/- 180 meters Scaled)
 FV0262
 FV0262                          SUPERSEDED SURVEY CONTROL
 FV0262
 FV0262  NGVD 29 (??/??/??)  172.198  (m)          564.95   (f) ADJUSTED    1 1
 FV0262
 FV0262.Superseded values are not recommended for survey control.
 FV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0262.See file dsdata.txt to determine how the superseded data were derived.
 FV0262
 FV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE031671(NAD 83)
 FV0262_MARKER: Z = SEE DESCRIPTION
 FV0262_SETTING: 0 = UNSPECIFIED SETTING
 FV0262_STAMPING: 565 1 1916
 FV0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0262
 FV0262  HISTORY     - Date     Condition        Report By
 FV0262  HISTORY     - 1916     MONUMENTED       USGS
 FV0262  HISTORY     - 1933     GOOD             NGS
 FV0262
 FV0262                          STATION DESCRIPTION
 FV0262
 FV0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FV0262'4.6 MI SE FROM BRADLEY.
 FV0262'DESCRIPTION NOT AVAILABLE.  LOCATED IN VICINITY OF 565 RESET
 FV0262'1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2471 ***********************************************************************
 EV2471  DESIGNATION -  565.4
 EV2471  PID         -  EV2471
 EV2471  STATE/COUNTY-  CA/LOS ANGELES
 EV2471  USGS QUAD   -  BALDWIN PARK (1981)
 EV2471
 EV2471                         *CURRENT SURVEY CONTROL
 EV2471  ___________________________________________________________________
 EV2471* NAD 83(1986)-  34 05 44.     (N)    117 53 24.     (W)     SCALED    
 EV2471* NAVD 88     -       173.14   (+/-2cm)     568.0    (feet)  VERTCON   
 EV2471  ___________________________________________________________________
 EV2471  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 EV2471  VERT ORDER  -  THIRD (See Below)
 EV2471
 EV2471.The horizontal coordinates were scaled from a topographic map and have
 EV2471.an estimated accuracy of +/- 6 seconds.
 EV2471
 EV2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2471.The vertical order pertains to the NGVD 29 superseded value.
 EV2471
 EV2471.The geoid height was determined by GEOID03.
 EV2471
 EV2471;                    North         East    Units  Estimated Accuracy
 EV2471;SPC CA 5     -   566,070.    2,010,150.      MT  (+/- 180 meters Scaled)
 EV2471
 EV2471                          SUPERSEDED SURVEY CONTROL
 EV2471
 EV2471  NGVD 29 (??/??/??)  172.38   (m)          565.5    (f) RESET       3  
 EV2471
 EV2471.Superseded values are not recommended for survey control.
 EV2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2471.See file dsdata.txt to determine how the superseded data were derived.
 EV2471
 EV2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179731(NAD 83)
 EV2471_MARKER: Q = CHISELED SQUARE
 EV2471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2471_SP_SET: CURB
 EV2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2471
 EV2471  HISTORY     - Date     Condition        Report By
 EV2471  HISTORY     - UNK      MONUMENTED       USGS
 EV2471  HISTORY     - 1934     GOOD             NGS
 EV2471  HISTORY     - 1961     MARK NOT FOUND   USGS
 EV2471
 EV2471                          STATION DESCRIPTION
 EV2471
 EV2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV2471'0.5 MI N FROM COVINA.
 EV2471'0.5 MILE NORTH OF COVINA, LOS ANGELES COUNTY, AT NORTHEAST
 EV2471'CORNER OF INTERSECTION OF CITRUS AND CYPRESS AVENUES.  A
 EV2471'CHISELED SQUARE IN A CURB.
 EV2471
 EV2471                          STATION RECOVERY (1961)
 EV2471
 EV2471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EV2471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5625 ***********************************************************************
 DX5625  DESIGNATION -  566+87
 DX5625  PID         -  DX5625
 DX5625  STATE/COUNTY-  CA/RIVERSIDE
 DX5625  USGS QUAD   -  WINCHESTER (1979)
 DX5625
 DX5625                         *CURRENT SURVEY CONTROL
 DX5625  ___________________________________________________________________
 DX5625* NAD 83(1986)-  33 42 03.     (N)    117 02 45.     (W)     SCALED    
 DX5625* NAVD 88     -       456.363  (meters)    1497.25   (feet)  ADJUSTED  
 DX5625  ___________________________________________________________________
 DX5625  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DX5625  DYNAMIC HT  -         455.839 (meters)    1495.53  (feet)  COMP
 DX5625  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 DX5625
 DX5625  VERT ORDER  -  FIRST     CLASS II
 DX5625
 DX5625.The horizontal coordinates were scaled from a topographic map and have
 DX5625.an estimated accuracy of +/- 6 seconds.
 DX5625
 DX5625.The orthometric height was determined by differential leveling
 DX5625.and adjusted in May 1994.
 DX5625
 DX5625.The geoid height was determined by GEOID03.
 DX5625
 DX5625.The dynamic height is computed by dividing the NAVD 88
 DX5625.geopotential number by the normal gravity value computed on the
 DX5625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5625.degrees latitude (g = 980.6199 gals.).
 DX5625
 DX5625.The modeled gravity was interpolated from observed gravity values.
 DX5625
 DX5625;                    North         East    Units  Estimated Accuracy
 DX5625;SPC CA 6     -   670,430.    1,926,220.      MT  (+/- 180 meters Scaled)
 DX5625
 DX5625                          SUPERSEDED SURVEY CONTROL
 DX5625
 DX5625.No superseded survey control is available for this station.
 DX5625
 DX5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT957289(NAD 83)
 DX5625_MARKER: DD = SURVEY DISK
 DX5625_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5625_SP_SET: CANAL WALL
 DX5625_STAMPING: 566+87 1992
 DX5625_MARK LOGO: MWDSC 
 DX5625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5625+STABILITY: SURFACE MOTION
 DX5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5625+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DX5625
 DX5625  HISTORY     - Date     Condition        Report By
 DX5625  HISTORY     - 1992     MONUMENTED       MWDSC
 DX5625
 DX5625                          STATION DESCRIPTION
 DX5625
 DX5625'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5625'WINCHESTER, FROM INTERSECTION OF HIGHWAY 79 AND SIMPSON ROAD EASTERLY
 DX5625'ALONG SIMPSON ROAD 2.1 MILES (3.4 KM) TO CALIFORNIA AVE.  THENCE
 DX5625'SOUTH ALONG CALIFORNIA AVE 0.5 MILES (0.8 KM) TO OLIVE AVE.  EAST
 DX5625'ALONG OLIVE AVE.  0.2 MILES (0.3 KM) TO SAN DIEGO CANAL CROSSING.
 DX5625'THENCE NORTH APPROXIMATELY 300 FEET (91.4 M) WESTERLY LIP OF SAN
 DX5625'DIEGO CANAL HEADWALL, IN TOP OF THE EASTERLY WALL OF THE NORTH INLET
 DX5625'OF THE SAN DIEGO CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3597 ***********************************************************************
 HT3597  DESIGNATION -  566.17=187
 HT3597  PID         -  HT3597
 HT3597  STATE/COUNTY-  CA/SANTA CRUZ
 HT3597  USGS QUAD   -  BIG BASIN (1997)
 HT3597
 HT3597                         *CURRENT SURVEY CONTROL
 HT3597  ___________________________________________________________________
 HT3597* NAD 83(1986)-  37 07 55.     (N)    122 08 15.     (W)     SCALED    
 HT3597* NAVD 88     -       173.558  (meters)     569.41   (feet)  ADJUSTED  
 HT3597  ___________________________________________________________________
 HT3597  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HT3597  DYNAMIC HT  -         173.427 (meters)     568.99  (feet)  COMP
 HT3597  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 HT3597
 HT3597  VERT ORDER  -  FIRST     CLASS II
 HT3597
 HT3597.The horizontal coordinates were scaled from a topographic map and have
 HT3597.an estimated accuracy of +/- 6 seconds.
 HT3597
 HT3597.The orthometric height was determined by differential leveling
 HT3597.and adjusted in February 1993.
 HT3597
 HT3597.The geoid height was determined by GEOID03.
 HT3597
 HT3597.The dynamic height is computed by dividing the NAVD 88
 HT3597.geopotential number by the normal gravity value computed on the
 HT3597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3597.degrees latitude (g = 980.6199 gals.).
 HT3597
 HT3597.The modeled gravity was interpolated from observed gravity values.
 HT3597
 HT3597;                    North         East    Units  Estimated Accuracy
 HT3597;SPC CA 3     -   571,410.    1,854,510.      MT  (+/- 180 meters Scaled)
 HT3597
 HT3597                          SUPERSEDED SURVEY CONTROL
 HT3597
 HT3597  NGVD 29 (10/21/93)  172.719  (m)          566.66   (f) ADJUSTED    1 2
 HT3597
 HT3597.Superseded values are not recommended for survey control.
 HT3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3597.See file dsdata.txt to determine how the superseded data were derived.
 HT3597
 HT3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG766098(NAD 83)
 HT3597_MARKER: DD = SURVEY DISK
 HT3597_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT3597_SP_SET: ABUTMENT
 HT3597_STAMPING: BM 566.17 BB.2
 HT3597_MARK LOGO: CA-087
 HT3597_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT3597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3597+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3597
 HT3597  HISTORY     - Date     Condition        Report By
 HT3597  HISTORY     - UNK      MONUMENTED       CA-087
 HT3597  HISTORY     - 19900424 GOOD             NGS
 HT3597
 HT3597                          STATION DESCRIPTION
 HT3597
 HT3597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3597'1.7 KM (1.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 236 (BIG BASIN WAY)
 HT3597'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 IN BOULDER CREEK, SET IN
 HT3597'TOP OF AND NEAR THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 HT3597'NUMBER BR36-10 SPANNING BOULDER CREEK, 3.9 M (12.8 FT) NORTHWEST OF
 HT3597'THE CENTERLINE OF CHIPMUNK HOLLOW ROAD, 3.5 M (11.5 FT) SOUTHWEST OF
 HT3597'THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHEAST OF THE
 HT3597'SOUTHWEST BRIDGE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0646 ***********************************************************************
 JR0646  DESIGNATION -  5664
 JR0646  PID         -  JR0646
 JR0646  STATE/COUNTY-  CA/TUOLUMNE
 JR0646  USGS QUAD   -  DARDANELLE (1979)
 JR0646
 JR0646                         *CURRENT SURVEY CONTROL
 JR0646  ___________________________________________________________________
 JR0646* NAD 83(1986)-  38 21 13.     (N)    119 51 43.     (W)     SCALED    
 JR0646* NAVD 88     -      1728.569  (meters)    5671.15   (feet)  POSTED    
 JR0646  ___________________________________________________________________
 JR0646  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JR0646  DYNAMIC HT  -        1726.690 (meters)    5664.98  (feet)  COMP
 JR0646  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 JR0646
 JR0646  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 JR0646
 JR0646.The horizontal coordinates were scaled from a topographic map and have
 JR0646.an estimated accuracy of +/- 6 seconds.
 JR0646
 JR0646.The orthometric height was determined by differential leveling
 JR0646.and adjusted in October 2003.
 JR0646
 JR0646.The geoid height was determined by GEOID03.
 JR0646
 JR0646.The dynamic height is computed by dividing the NAVD 88
 JR0646.geopotential number by the normal gravity value computed on the
 JR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0646.degrees latitude (g = 980.6199 gals.).
 JR0646
 JR0646.The modeled gravity was interpolated from observed gravity values.
 JR0646
 JR0646;                    North         East    Units  Estimated Accuracy
 JR0646;SPC CA 3     -   705,910.    2,055,770.      MT  (+/- 180 meters Scaled)
 JR0646
 JR0646                          SUPERSEDED SURVEY CONTROL
 JR0646
 JR0646  NGVD 29 (??/??/92) 1727.378  (m)         5667.24   (f) ADJ UNCH    1 2
 JR0646
 JR0646.Superseded values are not recommended for survey control.
 JR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0646.See file dsdata.txt to determine how the superseded data were derived.
 JR0646
 JR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC499489(NAD 83)
 JR0646_MARKER: DD = SURVEY DISK
 JR0646_SETTING: 66 = SET IN ROCK OUTCROP
 JR0646_SP_SET: OUTCROP
 JR0646_STAMPING: 5667.646
 JR0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0646+STABILITY: POSITION/ELEVATION WELL
 JR0646
 JR0646  HISTORY     - Date     Condition        Report By
 JR0646  HISTORY     - UNK      MONUMENTED       USGS
 JR0646  HISTORY     - 1957     GOOD             NGS
 JR0646
 JR0646                          STATION DESCRIPTION
 JR0646
 JR0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0646'1.9 MI NW FROM DARDANELLE.
 JR0646'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JR0646'AND STORE AT DARDANELLE, IN R 19 E, T 6 N, S 23, AT A LEVEL
 JR0646'PORTION OF HIGHWAY, IN A BOULDER STREWN AREA, SET VERTICALLY
 JR0646'IN THE NORTHWEST FACE OF A PYRAMID SHAPED EMBEDED GRANITE OUTCROP
 JR0646'WHICH PROJECTS ABOUT 6 FEET ABOVE THE GROUND, 0.7 FOOT SOUTHWEST
 JR0646'OF THE NORTHEAST CORNER 8 1/2 FEET SOUTH OF THE CENTER LINE
 JR0646'OF THE HIGHWAY, 3.7 FEET ABOVE THE GROUND, AND MARKED BY THE
 JR0646'YELLOW PAINTED LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2075 ***********************************************************************
 EW2075  DESIGNATION -  567 C OF LB
 EW2075  PID         -  EW2075
 EW2075  STATE/COUNTY-  CA/LOS ANGELES
 EW2075  USGS QUAD   -  BURBANK (1994)
 EW2075
 EW2075                         *CURRENT SURVEY CONTROL
 EW2075  ___________________________________________________________________
 EW2075* NAD 83(1986)-  34 10 38.     (N)    118 19 02.     (W)     SCALED    
 EW2075* NAVD 88     -       173.60   (+/-2cm)     569.6    (feet)  VERTCON   
 EW2075  ___________________________________________________________________
 EW2075  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EW2075  VERT ORDER  -  THIRD (See Below)
 EW2075
 EW2075.The horizontal coordinates were scaled from a topographic map and have
 EW2075.an estimated accuracy of +/- 6 seconds.
 EW2075
 EW2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2075.The vertical order pertains to the NGVD 29 superseded value.
 EW2075
 EW2075.The geoid height was determined by GEOID03.
 EW2075
 EW2075;                    North         East    Units  Estimated Accuracy
 EW2075;SPC CA 5     -   575,170.    1,970,760.      MT  (+/- 180 meters Scaled)
 EW2075
 EW2075                          SUPERSEDED SURVEY CONTROL
 EW2075
 EW2075  NGVD 29 (??/??/??)  172.80   (m)          566.9    (f) RESET       3  
 EW2075
 EW2075.Superseded values are not recommended for survey control.
 EW2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2075.See file dsdata.txt to determine how the superseded data were derived.
 EW2075
 EW2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT786825(NAD 83)
 EW2075_MARKER: P = PIPE CAP
 EW2075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW2075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW2075_STAMPING: 567
 EW2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2075
 EW2075  HISTORY     - Date     Condition        Report By
 EW2075  HISTORY     - UNK      MONUMENTED       CA0480
 EW2075  HISTORY     - 1955     MARK NOT FOUND   NGS
 EW2075  HISTORY     - 1961     MARK NOT FOUND   NGS
 EW2075
 EW2075                          STATION DESCRIPTION
 EW2075
 EW2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2075'AT BURBANK.
 EW2075'ON THE SOUTH CORNER OF THE INTERSECTION OF LAKE STREET AND
 EW2075'MAGNOLIA BOULEVARD, 15.2 FEET SOUTHWEST OF THE SOUTHWEST CURB
 EW2075'LINE OF LAKE STREET, AND 5.5 FEET SOUTHEAST OF THE SOUTHEAST
 EW2075'CORNER OF MAGNOLIA BOULEVARD.  A CITY OF BURBANK STANDARD CAP,
 EW2075'STAMPED 567.  NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT
 EW2075'IT WAS NOT RECOVERED.  A NEW SIDEWALK HAS BEEN CONSTRUCTED AND THE
 EW2075'MARK MAY HAVE BEEN DESTROYED.
 EW2075
 EW2075                          STATION RECOVERY (1961)
 EW2075
 EW2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 EW2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0286 ***********************************************************************
 DY0286  DESIGNATION -  567 C OF LB
 DY0286  PID         -  DY0286
 DY0286  STATE/COUNTY-  CA/LOS ANGELES
 DY0286  USGS QUAD   -  LONG BEACH (1981)
 DY0286
 DY0286                         *CURRENT SURVEY CONTROL
 DY0286  ___________________________________________________________________
 DY0286* NAD 83(1986)-  33 46 58.     (N)    118 11 22.     (W)     SCALED    
 DY0286* NAVD 88     -        12.17   (+/-2cm)      39.9    (feet)  VERTCON   
 DY0286  ___________________________________________________________________
 DY0286  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0286  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0286
 DY0286.The horizontal coordinates were scaled from a topographic map and have
 DY0286.an estimated accuracy of +/- 6 seconds.
 DY0286
 DY0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0286.The vertical order pertains to the NGVD 29 superseded value.
 DY0286
 DY0286.The geoid height was determined by GEOID03.
 DY0286
 DY0286;                    North         East    Units  Estimated Accuracy
 DY0286;SPC CA 5     -   531,390.    1,982,450.      MT  (+/- 180 meters Scaled)
 DY0286
 DY0286                          SUPERSEDED SURVEY CONTROL
 DY0286
 DY0286  NGVD 29 (??/??/92)   11.373  (m)           37.31   (f) ADJ UNCH    1 2
 DY0286
 DY0286.Superseded values are not recommended for survey control.
 DY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0286.See file dsdata.txt to determine how the superseded data were derived.
 DY0286
 DY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT898387(NAD 83)
 DY0286_MARKER: B = BOLT
 DY0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0286+STABILITY: SURFACE MOTION
 DY0286
 DY0286  HISTORY     - Date     Condition        Report By
 DY0286  HISTORY     - UNK      MONUMENTED       CA1970
 DY0286  HISTORY     - 1954     GOOD             NGS
 DY0286  HISTORY     - 1958     GOOD             NGS
 DY0286
 DY0286                          STATION DESCRIPTION
 DY0286
 DY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0286'AT LONG BEACH.
 DY0286'AT LONG BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DY0286'ANAHEIM STREET AND AMERICA AVENUE, IN THE APPROXIMATE CENTER OF
 DY0286'THE SIDEWALK, 15.0 FEET WEST OF THE WEST CURB OF THE AVENUE, 10.0
 DY0286'FEET NORTH OF THE NORTH CURB OF THE STREET, 0.4 FOOT BELOW THE
 DY0286'SURFACE OF THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST
 DY0286'WHICH IS ENCASED BY A 5-INCH METAL PIPE WHICH A CAST IRON COVER
 DY0286'MARKED LB.
 DY0286
 DY0286                          STATION RECOVERY (1958)
 DY0286
 DY0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0411 ***********************************************************************
 LT0411  DESIGNATION -  5672.8 USGS
 LT0411  PID         -  LT0411
 LT0411  STATE/COUNTY-  CA/SHASTA
 LT0411  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0411
 LT0411                         *CURRENT SURVEY CONTROL
 LT0411  ___________________________________________________________________
 LT0411* NAD 83(1986)-  40 34 37.     (N)    121 33 57.     (W)     SCALED    
 LT0411* NAVD 88     -      1730.280  (meters)    5676.76   (feet)  ADJUSTED  
 LT0411  ___________________________________________________________________
 LT0411  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 LT0411  DYNAMIC HT  -        1728.832 (meters)    5672.01  (feet)  COMP
 LT0411  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 LT0411
 LT0411  VERT ORDER  -  SECOND    CLASS 0
 LT0411
 LT0411.The horizontal coordinates were scaled from a topographic map and have
 LT0411.an estimated accuracy of +/- 6 seconds.
 LT0411
 LT0411.The orthometric height was determined by differential leveling
 LT0411.and adjusted in June 1991.
 LT0411
 LT0411.The geoid height was determined by GEOID03.
 LT0411
 LT0411.The dynamic height is computed by dividing the NAVD 88
 LT0411.geopotential number by the normal gravity value computed on the
 LT0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0411.degrees latitude (g = 980.6199 gals.).
 LT0411
 LT0411.The modeled gravity was interpolated from observed gravity values.
 LT0411
 LT0411;                    North         East    Units  Estimated Accuracy
 LT0411;SPC CA 1     -   638,180.    2,036,760.      MT  (+/- 180 meters Scaled)
 LT0411
 LT0411                          SUPERSEDED SURVEY CONTROL
 LT0411
 LT0411  NGVD 29 (??/??/??) 1729.148  (m)         5673.05   (f) ADJUSTED    2 0
 LT0411
 LT0411.Superseded values are not recommended for survey control.
 LT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0411.See file dsdata.txt to determine how the superseded data were derived.
 LT0411
 LT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK213927(NAD 83)
 LT0411_MARKER: N = NAIL
 LT0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LT0411_SP_SET: TREE
 LT0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0411
 LT0411  HISTORY     - Date     Condition        Report By
 LT0411  HISTORY     - UNK      MONUMENTED       USGS
 LT0411  HISTORY     - 1935     GOOD             NGS
 LT0411
 LT0411                          STATION DESCRIPTION
 LT0411
 LT0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0411'9.2 MI NE FROM VIOLA.
 LT0411'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 44 AND 89 FROM THE VIOLA
 LT0411'HOTEL AT VIOLA, SHASTA COUNTY, 64 FEET EAST OF THE CENTERLINE OF
 LT0411'THE HIGHWAY, AND AT THE BASE OF A 36-INCH PINE TREE.  A UNITED
 LT0411'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0443 ***********************************************************************
 KS0443  DESIGNATION -  5675.9
 KS0443  PID         -  KS0443
 KS0443  STATE/COUNTY-  CA/SIERRA
 KS0443  USGS QUAD   -  CLIO (1981)
 KS0443
 KS0443                         *CURRENT SURVEY CONTROL
 KS0443  ___________________________________________________________________
 KS0443* NAD 83(1986)-  39 37 54.     (N)    120 33 38.     (W)     SCALED    
 KS0443* NAVD 88     -      1731.060  (meters)    5679.32   (feet)  ADJUSTED  
 KS0443  ___________________________________________________________________
 KS0443  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 KS0443  DYNAMIC HT  -        1729.455 (meters)    5674.05  (feet)  COMP
 KS0443  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 KS0443
 KS0443  VERT ORDER  -  SECOND    CLASS 0
 KS0443
 KS0443.The horizontal coordinates were scaled from a topographic map and have
 KS0443.an estimated accuracy of +/- 6 seconds.
 KS0443
 KS0443.The orthometric height was determined by differential leveling
 KS0443.and adjusted in June 1991.
 KS0443
 KS0443.The geoid height was determined by GEOID03.
 KS0443
 KS0443.The dynamic height is computed by dividing the NAVD 88
 KS0443.geopotential number by the normal gravity value computed on the
 KS0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0443.degrees latitude (g = 980.6199 gals.).
 KS0443
 KS0443.The modeled gravity was interpolated from observed gravity values.
 KS0443
 KS0443;                    North         East    Units  Estimated Accuracy
 KS0443;SPC CA 2     -   719,110.    2,123,570.      MT  (+/- 180 meters Scaled)
 KS0443
 KS0443                          SUPERSEDED SURVEY CONTROL
 KS0443
 KS0443  NGVD 29 (??/??/??) 1729.973  (m)         5675.75   (f) ADJUSTED    2 0
 KS0443
 KS0443.Superseded values are not recommended for survey control.
 KS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0443.See file dsdata.txt to determine how the superseded data were derived.
 KS0443
 KS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ093897(NAD 83)
 KS0443_MARKER: N = NAIL
 KS0443_SETTING: 0 = UNSPECIFIED SETTING
 KS0443_MARK LOGO: USGS  
 KS0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0443
 KS0443  HISTORY     - Date     Condition        Report By
 KS0443  HISTORY     - UNK      MONUMENTED       USGS
 KS0443  HISTORY     - 1934     GOOD             CGS
 KS0443
 KS0443                          STATION DESCRIPTION
 KS0443
 KS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0443'7 MI E FROM SIERRA CITY.
 KS0443'7.0 MILES EAST ALONG STATE HIGHWAY 49 FROM SIERRA CITY, SIERRA
 KS0443'COUNTY, AT THE EAST ENTRANCE TO THE PIONEER CAMP, 30 FEET NORTH
 KS0443'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE BASE OF A 24-INCH
 KS0443'FIR TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 KS0443'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0281 ***********************************************************************
 DY0281  DESIGNATION -  568 C OF LB
 DY0281  PID         -  DY0281
 DY0281  STATE/COUNTY-  CA/LOS ANGELES
 DY0281  USGS QUAD   -  LONG BEACH (1981)
 DY0281
 DY0281                         *CURRENT SURVEY CONTROL
 DY0281  ___________________________________________________________________
 DY0281* NAD 83(1986)-  33 46 58.     (N)    118 11 53.     (W)     SCALED    
 DY0281* NAVD 88     -         8.31   (+/-2cm)      27.3    (feet)  VERTCON   
 DY0281  ___________________________________________________________________
 DY0281  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0281  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0281
 DY0281.The horizontal coordinates were scaled from a topographic map and have
 DY0281.an estimated accuracy of +/- 6 seconds.
 DY0281
 DY0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0281.The vertical order pertains to the NGVD 29 superseded value.
 DY0281
 DY0281.The geoid height was determined by GEOID03.
 DY0281
 DY0281;                    North         East    Units  Estimated Accuracy
 DY0281;SPC CA 5     -   531,390.    1,981,660.      MT  (+/- 180 meters Scaled)
 DY0281
 DY0281                          SUPERSEDED SURVEY CONTROL
 DY0281
 DY0281  NGVD 29 (??/??/92)    7.504  (m)           24.62   (f) ADJ UNCH    1 2
 DY0281
 DY0281.Superseded values are not recommended for survey control.
 DY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0281.See file dsdata.txt to determine how the superseded data were derived.
 DY0281
 DY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT890387(NAD 83)
 DY0281_MARKER: DB = BENCH MARK DISK
 DY0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0281_SP_SET: CONCRETE BLOCK
 DY0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0281
 DY0281  HISTORY     - Date     Condition        Report By
 DY0281  HISTORY     - UNK      MONUMENTED       CA1970
 DY0281  HISTORY     - 1945     GOOD             NGS
 DY0281  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0281
 DY0281                          STATION DESCRIPTION
 DY0281
 DY0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0281'AT LONG BEACH.
 DY0281'AT LONG BEACH ON THE NORTHWEST CORNER OF THE INTERSECTION OF
 DY0281'ANAHEIM AVENUE AND MAGNOLIA AVENUE, 10.0 FEET NORTH OF THE NORTH
 DY0281'CURBLINE OF ANAHEIM AVENUE AND 4.7 FEET WEST OF THE WEST CURBLINE
 DY0281'OF MAGNOLIA AVENUE.  MARK IS SET 5 INCHES BELOW SIDEWALK SURFACE
 DY0281'ACCESS TO WHICH IS HAD THROUGH A 5 INCH PIPE COVERED BY A CAST
 DY0281'IRON COVER MARKED LB.  TOP OF A BRASS BOLT SET IN A CONCRETE BLOCK.
 DY0281
 DY0281                          STATION RECOVERY (1954)
 DY0281
 DY0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0282 ***********************************************************************
 DY0282  DESIGNATION -  568 R C OF LB
 DY0282  PID         -  DY0282
 DY0282  STATE/COUNTY-  CA/LOS ANGELES
 DY0282  USGS QUAD   -  LONG BEACH (1981)
 DY0282
 DY0282                         *CURRENT SURVEY CONTROL
 DY0282  ___________________________________________________________________
 DY0282* NAD 83(1986)-  33 46 58.     (N)    118 11 53.     (W)     SCALED    
 DY0282* NAVD 88     -         8.35   (+/-2cm)      27.4    (feet)  VERTCON   
 DY0282  ___________________________________________________________________
 DY0282  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0282  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0282
 DY0282.The horizontal coordinates were scaled from a topographic map and have
 DY0282.an estimated accuracy of +/- 6 seconds.
 DY0282
 DY0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0282.The vertical order pertains to the NGVD 29 superseded value.
 DY0282
 DY0282.The geoid height was determined by GEOID03.
 DY0282
 DY0282;                    North         East    Units  Estimated Accuracy
 DY0282;SPC CA 5     -   531,390.    1,981,660.      MT  (+/- 180 meters Scaled)
 DY0282
 DY0282                          SUPERSEDED SURVEY CONTROL
 DY0282
 DY0282  NGVD 29 (??/??/92)    7.544  (m)           24.75   (f) ADJ UNCH    1 2
 DY0282
 DY0282.Superseded values are not recommended for survey control.
 DY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0282.See file dsdata.txt to determine how the superseded data were derived.
 DY0282
 DY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT890387(NAD 83)
 DY0282_MARKER: Z = SEE DESCRIPTION
 DY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0282+STABILITY: SURFACE MOTION
 DY0282
 DY0282  HISTORY     - Date     Condition        Report By
 DY0282  HISTORY     - UNK      MONUMENTED       CA1970
 DY0282  HISTORY     - 1954     GOOD             NGS
 DY0282  HISTORY     - 1958     GOOD             NGS
 DY0282
 DY0282                          STATION DESCRIPTION
 DY0282
 DY0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0282'AT LONG BEACH.
 DY0282'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0282'ANAHEIM STREET AND MAGNOLIA AVENUE, IN THE SIDEWALK, 9.9 FEET
 DY0282'NORTH OF THE NORTH CURB OF THE STREET, 4.9 FEET EAST OF THE EAST
 DY0282'CURB OF THE AVENUE, 0.5 FOOT BELOW THE SURFACE OF THE SIDEWALK,
 DY0282'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY A
 DY0282'5-INCH METAL PIPE WITH A CAST IRON COVER MARKED LB.
 DY0282
 DY0282                          STATION RECOVERY (1958)
 DY0282
 DY0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DY0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2820 ***********************************************************************
 GU2820  DESIGNATION -  568.329 CADH
 GU2820  PID         -  GU2820
 GU2820  STATE/COUNTY-  CA/MONTEREY
 GU2820  USGS QUAD   -  PARTINGTON RIDGE (1984)
 GU2820
 GU2820                         *CURRENT SURVEY CONTROL
 GU2820  ___________________________________________________________________
 GU2820* NAD 83(1986)-  36 13 03.     (N)    121 45 03.     (W)     SCALED    
 GU2820* NAVD 88     -       173.850  (meters)     570.37   (feet)  ADJUSTED  
 GU2820  ___________________________________________________________________
 GU2820  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 GU2820  DYNAMIC HT  -         173.708 (meters)     569.91  (feet)  COMP
 GU2820  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 GU2820
 GU2820  VERT ORDER  -  FIRST     CLASS I
 GU2820
 GU2820.The horizontal coordinates were scaled from a topographic map and have
 GU2820.an estimated accuracy of +/- 6 seconds.
 GU2820
 GU2820.The orthometric height was determined by differential leveling
 GU2820.and adjusted in June 1991.
 GU2820
 GU2820.The geoid height was determined by GEOID03.
 GU2820
 GU2820.The dynamic height is computed by dividing the NAVD 88
 GU2820.geopotential number by the normal gravity value computed on the
 GU2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2820.degrees latitude (g = 980.6199 gals.).
 GU2820
 GU2820.The modeled gravity was interpolated from observed gravity values.
 GU2820
 GU2820;                    North         East    Units  Estimated Accuracy
 GU2820;SPC CA 4     -   601,650.    1,752,700.      MT  (+/- 180 meters Scaled)
 GU2820
 GU2820                          SUPERSEDED SURVEY CONTROL
 GU2820
 GU2820  NGVD 29 (10/21/93)  172.993  (m)          567.56   (f) ADJUSTED    1 1
 GU2820
 GU2820.Superseded values are not recommended for survey control.
 GU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2820.See file dsdata.txt to determine how the superseded data were derived.
 GU2820
 GU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF122087(NAD 83)
 GU2820_MARKER: DB = BENCH MARK DISK
 GU2820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2820_SP_SET: BRIDGE
 GU2820_STAMPING: 568.329
 GU2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2820
 GU2820  HISTORY     - Date     Condition        Report By
 GU2820  HISTORY     - UNK      MONUMENTED       CADH
 GU2820  HISTORY     - 1969     GOOD             NGS
 GU2820  HISTORY     - 1977     GOOD             NGS
 GU2820  HISTORY     - 20090121 GOOD             GEOCAC
 GU2820
 GU2820                          STATION DESCRIPTION
 GU2820
 GU2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2820'3.5 MI SE FROM BIG SUR.
 GU2820'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE ENTRANCE TO
 GU2820'PFEIFFER BIG SUR STATE PARK AT BIG SUR, AT CONCRETE BRIDGE
 GU2820'44-35 OVER CASTRO CANYON, IN THE TOP OF THE NORTH CONCRETE
 GU2820'WHEEL GUARD ABOVE THE WEST CONCRETE ABUTMENT, 54 FEET SOUTH
 GU2820'OF THE SOUTHWEST CORNER OF THE DEETJEN HOUSE, 14.7 FEET NORTH
 GU2820'OF THE CENTERLINE OF THE HIGHWAY, 0.3 FOOT EAST OF THE WEST
 GU2820'END OF THE WHEEL GUARD, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 GU2820
 GU2820                          STATION RECOVERY (1977)
 GU2820
 GU2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2820'ABOUT 3.2 MILES SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE STATE
 GU2820'HIGHWAY DEPARTMENT MAINTENANCE STATION ENTRANCE AT BIG SUR.  15
 GU2820'FEET NORTHEAST OF THE CENTER OF HIGHWAY, 11 FEET SOUTHEAST OF THE
 GU2820'NORTHWEST EDGE OF BRIDGE CURB, 7 FEET SOUTHWEST OF A POWERLINE
 GU2820'POLE.  IT IS IN THE NORTHWEST END OF THE CUSTRO CANYON BRIDGE
 GU2820'NUMBER 44-35 IN TOP OF THE NORTHEAST CURB AND IS A CALIFORNIA
 GU2820'DIVISION OF HIGHWAYS DISK.
 GU2820
 GU2820                          STATION RECOVERY (2009)
 GU2820
 GU2820'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 GU2820'HH2 (NAD 83) 36 13 02.3 (N)  121 45 02.0 (W)
 GU2820'AREA MARGINAL TO POOR FOR SATELLITE OBSERVATION
 GU2820'BECAUSE OF OVERGROWTH OF LARGE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0685 ***********************************************************************
 KT0685  DESIGNATION -  5680.7 USGS
 KT0685  PID         -  KT0685
 KT0685  STATE/COUNTY-  CA/TEHAMA
 KT0685  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0685
 KT0685                         *CURRENT SURVEY CONTROL
 KT0685  ___________________________________________________________________
 KT0685* NAD 83(1986)-  39 51 24.     (N)    122 54 20.     (W)     SCALED    
 KT0685* NAVD 88     -      1733.40   (+/-2cm)    5687.0    (feet)  VERTCON   
 KT0685  ___________________________________________________________________
 KT0685  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 KT0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0685
 KT0685.The horizontal coordinates were scaled from a topographic map and have
 KT0685.an estimated accuracy of +/- 6 seconds.
 KT0685
 KT0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0685.The vertical order pertains to the NGVD 29 superseded value.
 KT0685
 KT0685.The geoid height was determined by GEOID03.
 KT0685
 KT0685;                    North         East    Units  Estimated Accuracy
 KT0685;SPC CA 1     -   558,510.    1,922,510.      MT  (+/- 180 meters Scaled)
 KT0685
 KT0685                          SUPERSEDED SURVEY CONTROL
 KT0685
 KT0685  NGVD 29 (??/??/92) 1732.355  (m)         5683.57   (f) ADJ UNCH    2 0
 KT0685
 KT0685.Superseded values are not recommended for survey control.
 KT0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0685.See file dsdata.txt to determine how the superseded data were derived.
 KT0685
 KT0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK080118(NAD 83)
 KT0685_MARKER: S = SPIKE
 KT0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0685_SP_SET: TREE
 KT0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0685
 KT0685  HISTORY     - Date     Condition        Report By
 KT0685  HISTORY     - UNK      MONUMENTED       USGS
 KT0685  HISTORY     - 1940     GOOD             NGS
 KT0685
 KT0685                          STATION DESCRIPTION
 KT0685
 KT0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0685'31.2 MI SW FROM PASKENTA.
 KT0685'LOCATED 31.25 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0685'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0685'THE MENDOCINO NATL. FOREST-- AT FORK TO KESSELRING CABIN-- 10
 KT0685'FEET NORTH OF THE CENTERLINE OF ROAD-- U.S.G.S. LARGE SPIKE SET
 KT0685'IN THE BASE OF 46 IN PINE AND PAINTED U.S.B.M. 5680.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0315 ***********************************************************************
 JS0315  DESIGNATION -  5697
 JS0315  PID         -  JS0315
 JS0315  STATE/COUNTY-  CA/TUOLUMNE
 JS0315  USGS QUAD   -  STRAWBERRY (1979)
 JS0315
 JS0315                         *CURRENT SURVEY CONTROL
 JS0315  ___________________________________________________________________
 JS0315* NAD 83(1986)-  38 09 23.     (N)    120 03 36.     (W)     SCALED    
 JS0315* NAVD 88     -      1738.329  (meters)    5703.17   (feet)  POSTED    
 JS0315  ___________________________________________________________________
 JS0315  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 JS0315  DYNAMIC HT  -        1736.560 (meters)    5697.36  (feet)  COMP
 JS0315  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 JS0315
 JS0315  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JS0315
 JS0315.The horizontal coordinates were scaled from a topographic map and have
 JS0315.an estimated accuracy of +/- 6 seconds.
 JS0315
 JS0315.The orthometric height was determined by differential leveling
 JS0315.and adjusted in October 2003.
 JS0315.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JS0315.rate of 1.1 thru 2.0 mm/km.
 JS0315
 JS0315.The geoid height was determined by GEOID03.
 JS0315
 JS0315.The dynamic height is computed by dividing the NAVD 88
 JS0315.geopotential number by the normal gravity value computed on the
 JS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0315.degrees latitude (g = 980.6199 gals.).
 JS0315
 JS0315.The modeled gravity was interpolated from observed gravity values.
 JS0315
 JS0315;                    North         East    Units  Estimated Accuracy
 JS0315;SPC CA 3     -   683,920.    2,038,560.      MT  (+/- 180 meters Scaled)
 JS0315
 JS0315                          SUPERSEDED SURVEY CONTROL
 JS0315
 JS0315  NGVD 29 (??/??/92) 1737.315  (m)         5699.84   (f) ADJ UNCH    1 2
 JS0315
 JS0315.Superseded values are not recommended for survey control.
 JS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0315.See file dsdata.txt to determine how the superseded data were derived.
 JS0315
 JS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH576272(NAD 83)
 JS0315_MARKER: P = PIPE CAP
 JS0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0315_STAMPING: 5700.199
 JS0315_MARK LOGO: USGS  
 JS0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0315
 JS0315  HISTORY     - Date     Condition        Report By
 JS0315  HISTORY     - UNK      MONUMENTED       USGS
 JS0315  HISTORY     - 1957     GOOD             CGS
 JS0315
 JS0315                          STATION DESCRIPTION
 JS0315
 JS0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JS0315'6.5 MI NE FROM LONG BARN.
 JS0315'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 108 FROM THE GRAMMAR
 JS0315'SCHOOL AT LONG BARN, THENCE 0.4 MILE EAST ALONG A FORMER ALIGNMENT
 JS0315'OF STATE HIGHWAY 108, IN R 17 E, T 4 N, NEAR THE SOUTHEAST CORNER
 JS0315'OF THE SOUTHWEST QUARTER OF SECTION 36, ON THE INSIDE OF A CURVE,
 JS0315'ON THE SOUTH SLOPE OF A HILL, AT THE Y JUNCTION OF A TRACK ROAD
 JS0315'LEADING EAST, 20 FEET NORTH OF THE CENTER LINE OF THE FORMER
 JS0315'HIGHWAY, 2.7 FEET WEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN
 JS0315'THE FORMER HIGHWAY, AND FASTENED ON THE TOP OF AN IRON PIPE
 JS0315'PROJECTING 2.6 FEET ABOVE THE GROUND.  NOTE-- THE PIPE IS LOOSE
 JS0315'AND LEANING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0412 ***********************************************************************
 LT0412  DESIGNATION -  5697.17 BPR
 LT0412  PID         -  LT0412
 LT0412  STATE/COUNTY-  CA/SHASTA
 LT0412  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0412
 LT0412                         *CURRENT SURVEY CONTROL
 LT0412  ___________________________________________________________________
 LT0412* NAD 83(1986)-  40 34 33.     (N)    121 34 04.     (W)     SCALED    
 LT0412* NAVD 88     -      1738.598  (meters)    5704.05   (feet)  ADJUSTED  
 LT0412  ___________________________________________________________________
 LT0412  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 LT0412  DYNAMIC HT  -        1737.140 (meters)    5699.27  (feet)  COMP
 LT0412  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 LT0412
 LT0412  VERT ORDER  -  SECOND    CLASS 0
 LT0412
 LT0412.The horizontal coordinates were scaled from a topographic map and have
 LT0412.an estimated accuracy of +/- 6 seconds.
 LT0412
 LT0412.The orthometric height was determined by differential leveling
 LT0412.and adjusted in June 1991.
 LT0412
 LT0412.The geoid height was determined by GEOID03.
 LT0412
 LT0412.The dynamic height is computed by dividing the NAVD 88
 LT0412.geopotential number by the normal gravity value computed on the
 LT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0412.degrees latitude (g = 980.6199 gals.).
 LT0412
 LT0412.The modeled gravity was interpolated from observed gravity values.
 LT0412
 LT0412;                    North         East    Units  Estimated Accuracy
 LT0412;SPC CA 1     -   638,050.    2,036,590.      MT  (+/- 180 meters Scaled)
 LT0412
 LT0412                          SUPERSEDED SURVEY CONTROL
 LT0412
 LT0412  NGVD 29 (??/??/??) 1737.464  (m)         5700.33   (f) ADJUSTED    2 0
 LT0412
 LT0412.Superseded values are not recommended for survey control.
 LT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0412.See file dsdata.txt to determine how the superseded data were derived.
 LT0412
 LT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK212926(NAD 83)
 LT0412_MARKER: P = PIPE CAP
 LT0412_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0412_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0412_STAMPING: 5697.17 1932 163+27.50
 LT0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0412
 LT0412  HISTORY     - Date     Condition        Report By
 LT0412  HISTORY     - 1932     MONUMENTED       BPR
 LT0412  HISTORY     - 1935     GOOD             NGS
 LT0412  HISTORY     - 1955     MARK NOT FOUND   USGS
 LT0412
 LT0412                          STATION DESCRIPTION
 LT0412
 LT0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LT0412'9.1 MI NE FROM VIOLA.
 LT0412'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 44 AND 89 FROM THE VIOLA
 LT0412'HOTEL AT VIOLA, SHASTA COUNTY, AT STATION 163+27.50, OPPOSITE
 LT0412'A LARGE PILE OF LAVA DEPOSITS, 42 FEET SOUTH OF THE SOUTH FORK
 LT0412'OF A 36-INCH PINE TREE, AND 36 FEET SOUTHEAST OF THE CENTERLINE
 LT0412'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 LT0412'CAP, STAMPED 5697.17 1932, 163+27.50 AND RIVETED ON THE TOP OF
 LT0412'A 2-INCH IRON PIPE.
 LT0412
 LT0412                          STATION RECOVERY (1955)
 LT0412
 LT0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LT0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1097 ***********************************************************************
 JS1097  DESIGNATION -  57
 JS1097  PID         -  JS1097
 JS1097  STATE/COUNTY-  CA/SACRAMENTO
 JS1097  USGS QUAD   -  FLORIN (1980)
 JS1097
 JS1097                         *CURRENT SURVEY CONTROL
 JS1097  ___________________________________________________________________
 JS1097* NAD 83(1986)-  38 22 47.     (N)    121 25 02.     (W)     SCALED    
 JS1097* NAVD 88     -         9.12   (+/-2cm)      29.9    (feet)  VERTCON   
 JS1097  ___________________________________________________________________
 JS1097  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JS1097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS1097
 JS1097.The horizontal coordinates were scaled from a topographic map and have
 JS1097.an estimated accuracy of +/- 6 seconds.
 JS1097
 JS1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1097.The vertical order pertains to the NGVD 29 superseded value.
 JS1097
 JS1097.The geoid height was determined by GEOID03.
 JS1097
 JS1097;                    North         East    Units  Estimated Accuracy
 JS1097;SPC CA 2     -   579,320.    2,050,920.      MT  (+/- 180 meters Scaled)
 JS1097
 JS1097                          SUPERSEDED SURVEY CONTROL
 JS1097
 JS1097  NGVD 29 (??/??/92)    8.38   (m)           27.5    (f) COMPUTED    2 0
 JS1097
 JS1097.Superseded values are not recommended for survey control.
 JS1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1097.See file dsdata.txt to determine how the superseded data were derived.
 JS1097
 JS1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH382491(NAD 83)
 JS1097_MARKER: DB = BENCH MARK DISK
 JS1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1097+STABILITY: SURFACE MOTION
 JS1097
 JS1097  HISTORY     - Date     Condition        Report By
 JS1097  HISTORY     - UNK      MONUMENTED       CGS
 JS1097  HISTORY     - 1951     GOOD             NGS
 JS1097  HISTORY     - 1976     GOOD             USGS
 JS1097
 JS1097                          STATION DESCRIPTION
 JS1097
 JS1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1097'2.3 MI E FROM FRANKLIN.
 JS1097'0.2 MILE NORTH ALONG FRANKLIN ROAD FROM THE FRANKLIN UNION
 JS1097'SCHOOL AT FRANKLIN, THENCE 2.1 MILES EAST ALONG BILBY ROAD, AT
 JS1097'THE INTERSECTION OF BRUCEVILLE ROAD, 63.4 FEET NORTH OF AND
 JS1097'ACROSS THE ROAD FROM B M V 462, 37.0 FEET NORTH OF THE CENTER
 JS1097'LINE OF A POWER LINE POLE, 1.7 FEET SOUTH OF A WITNESS POST,
 JS1097'0.5 FOOT EAST OF A BOARD FENCE, ABOUT LEVEL WITH THE ROAD, AND
 JS1097'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 JS1097'GROUND.
 JS1097
 JS1097                          STATION RECOVERY (1976)
 JS1097
 JS1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JS1097'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1206 ***********************************************************************
 HT1206  DESIGNATION -  57
 HT1206  PID         -  HT1206
 HT1206  STATE/COUNTY-  CA/SANTA CLARA
 HT1206  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1206
 HT1206                         *CURRENT SURVEY CONTROL
 HT1206  ___________________________________________________________________
 HT1206* NAD 83(1986)-  37 24 36.     (N)    122 03 43.     (W)     SCALED    
 HT1206* NAVD 88     -         8.82   (+/-2cm)      28.9    (feet)  VERTCON   
 HT1206  ___________________________________________________________________
 HT1206  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1206  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1206
 HT1206.The horizontal coordinates were scaled from a topographic map and have
 HT1206.an estimated accuracy of +/- 6 seconds.
 HT1206
 HT1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1206.The vertical order pertains to the NGVD 29 superseded value.
 HT1206
 HT1206.The geoid height was determined by GEOID03.
 HT1206
 HT1206;                    North         East    Units  Estimated Accuracy
 HT1206;SPC CA 3     -   602,150.    1,861,730.      MT  (+/- 180 meters Scaled)
 HT1206
 HT1206                          SUPERSEDED SURVEY CONTROL
 HT1206
 HT1206  NGVD 29 (??/??/92)    7.996  (m)           26.23   (f) ADJ UNCH    1 2
 HT1206
 HT1206.Superseded values are not recommended for survey control.
 HT1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1206.See file dsdata.txt to determine how the superseded data were derived.
 HT1206
 HT1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG830407(NAD 83)
 HT1206_MARKER: Z = SEE DESCRIPTION
 HT1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1206_STAMPING: 57
 HT1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1206+STABILITY: SURFACE MOTION
 HT1206
 HT1206  HISTORY     - Date     Condition        Report By
 HT1206  HISTORY     - UNK      MONUMENTED       DOD
 HT1206  HISTORY     - 1954     GOOD             NGS
 HT1206  HISTORY     - 1967     GOOD             NGS
 HT1206
 HT1206                          STATION DESCRIPTION
 HT1206
 HT1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1206'AT MOFFETT FIELD.
 HT1206'AT MOFFETT FIELD, AT THE T JUNCTION OF WESCOAT ROAD AND A DRIVEWAY
 HT1206'LEADING TO PARKING AREA NO. 8, 61 1/2 FEET SOUTH OF THE CENTER LINE
 HT1206'OF THE ROAD, 57.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HT1206'TENNIS COURT, 56.9 FEET NORTHWEST OF AND ACROSS THE DRIVEWAY FROM
 HT1206'THE NORTHWEST CORNER OF BUILDING 48 (WOMEN OFFICERS QUARTERS),
 HT1206'11.0 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 1.2 FEET
 HT1206'UNDERGROUND, ENCASED BY A 12-INCH CONCRETE PIPE WITH A WOODEN
 HT1206'COVER, AND SET IN THE TOP OF A CONCRETE POST.
 HT1206
 HT1206                          STATION RECOVERY (1967)
 HT1206
 HT1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1353 ***********************************************************************
 JS1353  DESIGNATION -  57
 JS1353  PID         -  JS1353
 JS1353  STATE/COUNTY-  CA/SACRAMENTO
 JS1353  USGS QUAD   -  SLOUGHHOUSE (1993)
 JS1353
 JS1353                         *CURRENT SURVEY CONTROL
 JS1353  ___________________________________________________________________
 JS1353* NAD 83(1986)-  38 27 56.     (N)    121 07 44.     (W)     SCALED    
 JS1353* NAVD 88     -        52.17   (+/-2cm)     171.2    (feet)  VERTCON   
 JS1353  ___________________________________________________________________
 JS1353  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 JS1353  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1353
 JS1353.The horizontal coordinates were scaled from a topographic map and have
 JS1353.an estimated accuracy of +/- 6 seconds.
 JS1353
 JS1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1353.The vertical order pertains to the NGVD 29 superseded value.
 JS1353
 JS1353.The geoid height was determined by GEOID03.
 JS1353
 JS1353;                    North         East    Units  Estimated Accuracy
 JS1353;SPC CA 2     -   589,050.    2,076,020.      MT  (+/- 180 meters Scaled)
 JS1353
 JS1353                          SUPERSEDED SURVEY CONTROL
 JS1353
 JS1353  NGVD 29 (??/??/92)   51.45   (m)          168.8    (f) COMPUTED    1 2
 JS1353
 JS1353.Superseded values are not recommended for survey control.
 JS1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1353.See file dsdata.txt to determine how the superseded data were derived.
 JS1353
 JS1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH632591(NAD 83)
 JS1353_MARKER: DB = BENCH MARK DISK
 JS1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1353+STABILITY: SURFACE MOTION
 JS1353
 JS1353  HISTORY     - Date     Condition        Report By
 JS1353  HISTORY     - UNK      MONUMENTED       CGS
 JS1353  HISTORY     - 1949     GOOD             NGS
 JS1353  HISTORY     - 1976     GOOD             USGS
 JS1353  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS1353  HISTORY     - 20040707 MARK NOT FOUND   CADWR
 JS1353
 JS1353                          STATION DESCRIPTION
 JS1353
 JS1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS1353'4.7 MI SE FROM SLOUGHHOUSE.
 JS1353'4.7 MILES SOUTHEAST ALONG MEISS ROAD FROM THE POST OFFICE AT
 JS1353'SLOUGHHOUSE, 0.2 MILE WEST OF THE JUNCTION OF A PRIVATE ROAD
 JS1353'LEADING NORTH, 0.15 MILE WEST OF A STOCK PEN, ABOUT 100 YARDS
 JS1353'EAST OF THE APPROXIMATE CENTER OF A CURVE, 19 FEET SOUTH OF
 JS1353'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A FENCE, 2.0 FEET
 JS1353'WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 JS1353'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 JS1353'GROUND.  NOTE-- PREVIOUSLY DESIGNATED 57 (USC AND GS AND SS).
 JS1353
 JS1353                          STATION RECOVERY (1976)
 JS1353
 JS1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JS1353'RECOVERED IN GOOD CONDITION.
 JS1353
 JS1353                          STATION RECOVERY (2004)
 JS1353
 JS1353'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1353'RECENT GRADING IN AREA
 JS1353
 JS1353                          STATION RECOVERY (2004)
 JS1353
 JS1353'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (BWW)
 JS1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1515 ***********************************************************************
 KS1515  DESIGNATION -  57 06 CADH 1971
 KS1515  PID         -  KS1515
 KS1515  STATE/COUNTY-  CA/PLUMAS
 KS1515  USGS QUAD   -  MT INGALLS (1994)
 KS1515
 KS1515                         *CURRENT SURVEY CONTROL
 KS1515  ___________________________________________________________________
 KS1515* NAD 83(1992)-  39 52 34.45365(N)    120 43 44.98907(W)     ADJUSTED  
 KS1515* NAVD 88     -      1311.9    (meters)    4304.     (feet)  VERTCON   
 KS1515  ___________________________________________________________________
 KS1515  EPOCH DATE  -        1991.35
 KS1515  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KS1515  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KS1515  HORZ ORDER  -  SECOND
 KS1515
 KS1515.The horizontal coordinates were established by classical geodetic methods
 KS1515.and adjusted by the National Geodetic Survey in March 1994.
 KS1515.The horizontal coordinates are valid at the epoch date displayed above.
 KS1515.The epoch date for horizontal control is a decimal equivalence
 KS1515.of Year/Month/Day.
 KS1515
 KS1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1515
 KS1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1515
 KS1515.The geoid height was determined by GEOID03.
 KS1515
 KS1515;                    North         East     Units Scale Factor Converg.
 KS1515;SPC CA 1     -   561,073.029 2,108,717.113   MT  1.00003346   +0 49 51.5
 KS1515;SPC CA 1     - 1,840,787.10  6,918,349.39   sFT  1.00003346   +0 49 51.5
 KS1515;SPC CA 2     -   746,044.899 2,108,714.839   MT  1.00001008   +0 48 04.4
 KS1515;SPC CA 2     - 2,447,648.97  6,918,341.93   sFT  1.00001008   +0 48 04.4
 KS1515;UTM  10      - 4,416,488.905   694,196.559   MT  1.00006430   +1 27 22.9
 KS1515
 KS1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1515!SPC CA 1     -   0.99979789  x   1.00003346  =   0.99983134
 KS1515!SPC CA 2     -   0.99979789  x   1.00001008  =   0.99980797
 KS1515!UTM  10      -   0.99979789  x   1.00006430  =   0.99986218
 KS1515
 KS1515|---------------------------------------------------------------------|
 KS1515| PID    Reference Object                     Distance      Geod. Az  |
 KS1515|                                                           dddmmss.s |
 KS1515| KS1514 57 30 CADH 1971                     363.140 METERS 08955     |
 KS1515|---------------------------------------------------------------------|
 KS1515
 KS1515                          SUPERSEDED SURVEY CONTROL
 KS1515
 KS1515  NAD 83(1986)-  39 52 34.45457(N)    120 43 44.98436(W) AD(1984.00) 2
 KS1515  NAD 27      -  39 52 34.83439(N)    120 43 41.17264(W) AD(       ) 2
 KS1515  NGVD 29 (07/19/86) 1310.9    (m)         4301.     (f) VERT ANG    3  
 KS1515
 KS1515.Superseded values are not recommended for survey control.
 KS1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1515.See file dsdata.txt to determine how the superseded data were derived.
 KS1515
 KS1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9419716489(NAD 83)
 KS1515_MARKER: DD = SURVEY DISK
 KS1515_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KS1515_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KS1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1515
 KS1515  HISTORY     - Date     Condition        Report By
 KS1515  HISTORY     - 1971     MONUMENTED       CADT
 KS1515
 KS1515                          STATION DESCRIPTION
 KS1515
 KS1515'DESCRIBED BY CALTRANS 1971
 KS1515'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTHEAST OF SPRING GARDEN
 KS1515'ALONG STATE HIGHWAY 70 AT P.M. 57.06.
 KS1515'
 KS1515'THE STATION IS ABOUT 1/4 MILE EAST OF RATTLESNAKE CREEK, 200 FEET
 KS1515'EAST NORTHEAST OF THE E.C. OF A CURVE RIGHT ON THE HIGHWAY, ABOUT
 KS1515'150 FEET EAST NORTHEAST OF THE JUNCTION OF HIGHWAY 70 AND F.S. ROAD
 KS1515'24N17, 42 FEET NORTH OF AND 10 FEET ABOVE THE CENTER LINE OF THE
 KS1515'HIGHWAY.  A FENCE POST SET IN CONCRETE AT THE END OF A FENCE IS
 KS1515'5 FEET SOUTHWEST.  A STD. DIVISION OF HIGHWAYS DISK STAMPED
 KS1515'57.06 1971 SET IN A 10-INCH CONCRETE MONUMENT AND MARKED BY A
 KS1515'SURVEY MONUMENT MARKER SIGN 2.5 FEET NORTH.
 KS1515'
 KS1515'REFERENCE MARK IS A 6-INCH X 6-INCH CONCRETE R/W MONUMENT WITH
 KS1515'PIN IN TOP AND SET ON FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1825 ***********************************************************************
 JT1825  DESIGNATION -  57 1
 JT1825  PID         -  JT1825
 JT1825  STATE/COUNTY-  CA/NAPA
 JT1825  USGS QUAD   -  NAPA (1980)
 JT1825
 JT1825                         *CURRENT SURVEY CONTROL
 JT1825  ___________________________________________________________________
 JT1825* NAD 83(1986)-  38 18 36.     (N)    122 18 20.     (W)     SCALED    
 JT1825* NAVD 88     -        20.11   (+/-2cm)      66.0    (feet)  VERTCON   
 JT1825  ___________________________________________________________________
 JT1825  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1825  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1825
 JT1825.The horizontal coordinates were scaled from a topographic map and have
 JT1825.an estimated accuracy of +/- 6 seconds.
 JT1825
 JT1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1825.The vertical order pertains to the NGVD 29 superseded value.
 JT1825
 JT1825.The geoid height was determined by GEOID03.
 JT1825
 JT1825;                    North         East    Units  Estimated Accuracy
 JT1825;SPC CA 2     -   571,460.    1,973,280.      MT  (+/- 180 meters Scaled)
 JT1825
 JT1825                          SUPERSEDED SURVEY CONTROL
 JT1825
 JT1825  NGVD 29 (??/??/92)   19.33   (m)           63.4    (f) COMPUTED    1 1
 JT1825
 JT1825.Superseded values are not recommended for survey control.
 JT1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1825.See file dsdata.txt to determine how the superseded data were derived.
 JT1825
 JT1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH607404(NAD 83)
 JT1825_MARKER: DD = SURVEY DISK
 JT1825_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1825+WITH SETTING: PAVEMENT
 JT1825_SP_SET: SIGN BASE
 JT1825_MARK LOGO: CA2330
 JT1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1825+STABILITY: SURFACE MOTION
 JT1825
 JT1825  HISTORY     - Date     Condition        Report By
 JT1825  HISTORY     - 1971     MONUMENTED       CA2330
 JT1825
 JT1825                          STATION DESCRIPTION
 JT1825
 JT1825'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1825'AT INTERSECTION OF SOLANO AND WAVERLY AVENUES, A BRASS CAP SET IN THE
 JT1825'NORTHWEST CORNER ON SIGN BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6776 ***********************************************************************
 EW6776  DESIGNATION -  57 11
 EW6776  PID         -  EW6776
 EW6776  STATE/COUNTY-  CA/LOS ANGELES
 EW6776  USGS QUAD   -  EL MONTE (1994)
 EW6776
 EW6776                         *CURRENT SURVEY CONTROL
 EW6776  ___________________________________________________________________
 EW6776* NAD 83(1986)-  34 03 46.     (N)    118 04 11.     (W)     SCALED    
 EW6776* NAVD 88     -        76.617  (meters)     251.37   (feet)  ADJUSTED  
 EW6776  ___________________________________________________________________
 EW6776  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW6776  DYNAMIC HT  -          76.535 (meters)     251.10  (feet)  COMP
 EW6776  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 EW6776
 EW6776  VERT ORDER  -  FIRST     CLASS II
 EW6776
 EW6776.The horizontal coordinates were scaled from a topographic map and have
 EW6776.an estimated accuracy of +/- 6 seconds.
 EW6776
 EW6776.The orthometric height was determined by differential leveling
 EW6776.and adjusted in June 1991.
 EW6776
 EW6776.The geoid height was determined by GEOID03.
 EW6776
 EW6776.The dynamic height is computed by dividing the NAVD 88
 EW6776.geopotential number by the normal gravity value computed on the
 EW6776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6776.degrees latitude (g = 980.6199 gals.).
 EW6776
 EW6776.The modeled gravity was interpolated from observed gravity values.
 EW6776
 EW6776;                    North         East    Units  Estimated Accuracy
 EW6776;SPC CA 5     -   562,430.    1,993,560.      MT  (+/- 180 meters Scaled)
 EW6776
 EW6776                          SUPERSEDED SURVEY CONTROL
 EW6776
 EW6776  NGVD 29 (??/??/92)   75.936  (m)          249.13   (f) ADJ UNCH    1 2
 EW6776
 EW6776.Superseded values are not recommended for survey control.
 EW6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6776.See file dsdata.txt to determine how the superseded data were derived.
 EW6776
 EW6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT012696(NAD 83)
 EW6776_MARKER: DD = SURVEY DISK
 EW6776_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW6776_SP_SET: BRIDGE CURBING
 EW6776_STAMPING: BM 57-11
 EW6776_MARK LOGO: LACFCD
 EW6776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6776+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 EW6776
 EW6776  HISTORY     - Date     Condition        Report By
 EW6776  HISTORY     - UNK      MONUMENTED       LACFCD
 EW6776  HISTORY     - 1975     GOOD             CA-037
 EW6776  HISTORY     - 1987     GOOD             NGS
 EW6776  HISTORY     - 19890512 GOOD             NGS
 EW6776
 EW6776                          STATION DESCRIPTION
 EW6776
 EW6776'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6776'1.0 MI E FROM ROSEMEAD.
 EW6776'GARVEY AVENUE AT THE RIO HONDO, AT THE NORTHWEST CORNER OF CONCRETE
 EW6776'BRIDGE NO. 53-95, SET IN THE CONCRETE BASE OF THE STEEL GUARD RAIL.
 EW6776
 EW6776                          STATION RECOVERY (1987)
 EW6776
 EW6776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW6776'THE MARK IS 0.3 M ABOVE THE AVENUE.
 EW6776'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM (1.20
 EW6776'MI) EAST ALONG GARVEY AVENUE FROM THE INTERSECTION OF SAN GABRIEL
 EW6776'BOULEVARD IN ROSEMEAD, IN TOP OF THE WEST END OF THE NORTH CURB OF
 EW6776'THE BRIDGE OVER THE RIO HONDO RIVER, 7.6 M (24.9 FT) NORTH OF THE
 EW6776'AVENUE CENTERLINE, 0.15 M (0.5 FT) EAST OF THE WESTMOST CONCRETE POST
 EW6776'OF A RAILING.
 EW6776
 EW6776                          STATION RECOVERY (1989)
 EW6776
 EW6776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6776'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ROSEMEAD
 EW6776'AT 9133 E. GARVEY AVE AT THE SOUTH EDGE OF THE LA VICTORIAFOODS INC
 EW6776'WAREHOUSE BUILDING NUMBER 1 SET IN TOP OF THE WEST END OF THE NORTH
 EW6776'CONCRETE BRIDGE CURBING OF THE BRIDGE SPANNING THE RIO HONDO FLOOD
 EW6776'CONTROL CHANNEL 11.7(38.4FT) E OF A FIRE HYDRANT 4.8M(15.7FT) N OF
 EW6776'THE CENTERLINE OF THE WESTBOUND LANES OF GAREY AVE 0.8M(2.6FT) N OF A
 EW6776'METAL GUARD RAIL POST AND 0.3M(1.0FT) ABOVE THE AVE SURFACE NOTE THE
 EW6776'DESIGNATION USED IN 1987 LEVELING WAS CG 1452 LACFCD NOTE THE
 EW6776'STAMPING ON THIS MARK IS B.M.57-11 AND HAS BEEN IDENTIFIED AS 57-11
 EW6776'ON SUMMARY 1989 L25086/2 AS 57 11 WITH ARCHIVE NUMBER EW6776.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6775 ***********************************************************************
 EW6775  DESIGNATION -  57 13
 EW6775  PID         -  EW6775
 EW6775  STATE/COUNTY-  CA/LOS ANGELES
 EW6775  USGS QUAD   -  EL MONTE (1994)
 EW6775
 EW6775                         *CURRENT SURVEY CONTROL
 EW6775  ___________________________________________________________________
 EW6775* NAD 83(1986)-  34 03 46.     (N)    118 04 01.     (W)     SCALED    
 EW6775* NAVD 88     -        75.971  (meters)     249.25   (feet)  ADJUSTED  
 EW6775  ___________________________________________________________________
 EW6775  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW6775  DYNAMIC HT  -          75.890 (meters)     248.98  (feet)  COMP
 EW6775  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 EW6775
 EW6775  VERT ORDER  -  FIRST     CLASS II
 EW6775
 EW6775.The horizontal coordinates were scaled from a topographic map and have
 EW6775.an estimated accuracy of +/- 6 seconds.
 EW6775
 EW6775.The orthometric height was determined by differential leveling
 EW6775.and adjusted in June 1991.
 EW6775
 EW6775.The geoid height was determined by GEOID03.
 EW6775
 EW6775.The dynamic height is computed by dividing the NAVD 88
 EW6775.geopotential number by the normal gravity value computed on the
 EW6775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6775.degrees latitude (g = 980.6199 gals.).
 EW6775
 EW6775.The modeled gravity was interpolated from observed gravity values.
 EW6775
 EW6775;                    North         East    Units  Estimated Accuracy
 EW6775;SPC CA 5     -   562,430.    1,993,820.      MT  (+/- 180 meters Scaled)
 EW6775
 EW6775                          SUPERSEDED SURVEY CONTROL
 EW6775
 EW6775  NGVD 29 (??/??/92)   75.283  (m)          246.99   (f) ADJ UNCH    1 2
 EW6775
 EW6775.Superseded values are not recommended for survey control.
 EW6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6775.See file dsdata.txt to determine how the superseded data were derived.
 EW6775
 EW6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT015696(NAD 83)
 EW6775_MARKER: DD = SURVEY DISK
 EW6775_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW6775_SP_SET: BRIDGE CURBING OVER ABUTMENT
 EW6775_STAMPING: BM 57-13
 EW6775_MARK LOGO: LACFCD
 EW6775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6775+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 EW6775
 EW6775  HISTORY     - Date     Condition        Report By
 EW6775  HISTORY     - UNK      MONUMENTED       LACFCD
 EW6775  HISTORY     - 1975     GOOD             CA-037
 EW6775  HISTORY     - 1987     GOOD             NGS
 EW6775  HISTORY     - 19890512 GOOD             NGS
 EW6775
 EW6775                          STATION DESCRIPTION
 EW6775
 EW6775'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1975
 EW6775'1.2 MI NW FROM SOUTH EL MONTE.
 EW6775'GARVEY AVENUE AT THE RIO HONDO, AT THE NORTHEAST CORNER OF CONCRETE
 EW6775'BRIDGE NO. 53-95, SET IN THE CONCRETE BASE OF THE STEEL GUARD RAIL.
 EW6775
 EW6775                          STATION RECOVERY (1987)
 EW6775
 EW6775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW6775'THE MARK IS 0.3 M ABOVE THE AVENUE.
 EW6775'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.30
 EW6775'MI) EAST ALONG GARVEY AVENUE FROM THE INTERSECTION OF SAN GABRIEL
 EW6775'BOULEVARD IN ROSEMEAD, IN TOP OF THE EAST END OF THE NORTH CURB OF
 EW6775'THE BRIDGE OVER THE RIO HONDO RIVER, 7.6 M (24.9 FT) NORTH OF THE
 EW6775'AVENUE CENTERLINE, 0.15 M (0.5 FT) WEST OF THE EASTMOST CONCRETE POST
 EW6775'OF A RAILING.
 EW6775
 EW6775                          STATION RECOVERY (1989)
 EW6775
 EW6775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6775'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EL MONTE
 EW6775'AT THE INTERSECTION OF GARVEY AVE AND LEE AVE SET IN TOP OF THE EAST
 EW6775'END OF THE NORTH CONCRETE CURBING OF THE BRIDGE SPANNING THE RIO
 EW6775'HONDO FLOOD CONTROL CHANNEL 55.0M(180.4FT) W OF THE EXTENDED CENTER
 EW6775'OF LEE AVENUE 4.5M(14.8FT) N OF THE CENTERLINE OF THE WESTBOUND LANES
 EW6775'OF GARVEY AVE 1.0M(3.3FT) W OF THE EAST END OF THE CONCRETE GUARD
 EW6775'RAIL 0.8M(2.6FT) E OF THE EAST METAL GUARD RAIL POST AND 0.3M(1.0FT)
 EW6775'ABOVE GARVEY AVE SURFACE NOTE THE DESIGNATION OF USED IN 1987
 EW6775'LEVELING WAS CG 1451, LACFCD NOTE THE STAMPING ON THIS MARK IS B.M.
 EW6775'57-13 AND HAS BEEN IDENTIFIED AS 57 13 ON SUMMARY 1989 L25086/2 AS 57
 EW6775'13 ARCHIVE NUMBER EW 6775.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1827 ***********************************************************************
 JT1827  DESIGNATION -  57 2
 JT1827  PID         -  JT1827
 JT1827  STATE/COUNTY-  CA/NAPA
 JT1827  USGS QUAD   -  NAPA (1980)
 JT1827
 JT1827                         *CURRENT SURVEY CONTROL
 JT1827  ___________________________________________________________________
 JT1827* NAD 83(1986)-  38 18 50.     (N)    122 18 25.     (W)     SCALED    
 JT1827* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 JT1827  ___________________________________________________________________
 JT1827  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1827  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1827
 JT1827.The horizontal coordinates were scaled from a topographic map and have
 JT1827.an estimated accuracy of +/- 6 seconds.
 JT1827
 JT1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1827.The vertical order pertains to the NGVD 29 superseded value.
 JT1827
 JT1827.The geoid height was determined by GEOID03.
 JT1827
 JT1827;                    North         East    Units  Estimated Accuracy
 JT1827;SPC CA 2     -   571,890.    1,973,160.      MT  (+/- 180 meters Scaled)
 JT1827
 JT1827                          SUPERSEDED SURVEY CONTROL
 JT1827
 JT1827  NGVD 29 (??/??/92)   20.45   (m)           67.1    (f) COMPUTED    1 1
 JT1827
 JT1827.Superseded values are not recommended for survey control.
 JT1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1827.See file dsdata.txt to determine how the superseded data were derived.
 JT1827
 JT1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH605408(NAD 83)
 JT1827_MARKER: DD = SURVEY DISK
 JT1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1827_SP_SET: DRAINAGE BOX
 JT1827_MARK LOGO: CA2330
 JT1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1827
 JT1827  HISTORY     - Date     Condition        Report By
 JT1827  HISTORY     - 1971     MONUMENTED       CA2330
 JT1827
 JT1827                          STATION DESCRIPTION
 JT1827
 JT1827'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1827'AT INTERSECTION OF SOLANO AND PUEBLO AVENUES, A BRASS CAP SET IN THE
 JT1827'NORTHWEST CORNER OF DRAINAGE BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1514 ***********************************************************************
 KS1514  DESIGNATION -  57 30 CADH 1971
 KS1514  PID         -  KS1514
 KS1514  STATE/COUNTY-  CA/PLUMAS
 KS1514  USGS QUAD   -  MT INGALLS (1994)
 KS1514
 KS1514                         *CURRENT SURVEY CONTROL
 KS1514  ___________________________________________________________________
 KS1514* NAD 83(1992)-  39 52 34.47151(N)    120 43 29.70753(W)     ADJUSTED  
 KS1514* NAVD 88     -      1303.1    (meters)    4275.     (feet)  VERTCON   
 KS1514  ___________________________________________________________________
 KS1514  EPOCH DATE  -        1991.35
 KS1514  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KS1514  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 KS1514  HORZ ORDER  -  SECOND
 KS1514
 KS1514.The horizontal coordinates were established by classical geodetic methods
 KS1514.and adjusted by the National Geodetic Survey in March 1994.
 KS1514.The horizontal coordinates are valid at the epoch date displayed above.
 KS1514.The epoch date for horizontal control is a decimal equivalence
 KS1514.of Year/Month/Day.
 KS1514
 KS1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1514
 KS1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1514
 KS1514.The geoid height was determined by GEOID03.
 KS1514
 KS1514;                    North         East     Units Scale Factor Converg.
 KS1514;SPC CA 1     -   561,078.855 2,109,080.219   MT  1.00003346   +0 50 01.5
 KS1514;SPC CA 1     - 1,840,806.21  6,919,540.69   sFT  1.00003346   +0 50 01.5
 KS1514;SPC CA 2     -   746,050.536 2,109,077.939   MT  1.00001008   +0 48 14.0
 KS1514;SPC CA 2     - 2,447,667.47  6,919,533.20   sFT  1.00001008   +0 48 14.0
 KS1514;UTM  10      - 4,416,498.694   694,559.590   MT  1.00006603   +1 27 32.7
 KS1514
 KS1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1514!SPC CA 1     -   0.99979927  x   1.00003346  =   0.99983272
 KS1514!SPC CA 2     -   0.99979927  x   1.00001008  =   0.99980935
 KS1514!UTM  10      -   0.99979927  x   1.00006603  =   0.99986529
 KS1514
 KS1514:                Primary Azimuth Mark                     Grid Az
 KS1514:SPC CA 1     -  58 63 CADH 1971                          113 30 05.2
 KS1514:SPC CA 2     -  58 63 CADH 1971                          113 31 52.7
 KS1514:UTM  10      -  58 63 CADH 1971                          112 52 34.0
 KS1514
 KS1514|---------------------------------------------------------------------|
 KS1514| PID    Reference Object                     Distance      Geod. Az  |
 KS1514|                                                           dddmmss.s |
 KS1514| KS1506 58 63 CADH 1971                     APPROX. 2.2 KM 1142006.7 |
 KS1514| KS1515 57 06 CADH 1971                     363.140 METERS 26955     |
 KS1514|---------------------------------------------------------------------|
 KS1514
 KS1514                          SUPERSEDED SURVEY CONTROL
 KS1514
 KS1514  NAD 83(1986)-  39 52 34.47245(N)    120 43 29.70280(W) AD(1984.00) 2
 KS1514  NAD 27      -  39 52 34.85189(N)    120 43 25.89148(W) AD(       ) 2
 KS1514  NGVD 29 (07/19/86) 1302.1    (m)         4272.     (f) VERT ANG    3  
 KS1514
 KS1514.Superseded values are not recommended for survey control.
 KS1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1514.See file dsdata.txt to determine how the superseded data were derived.
 KS1514
 KS1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9456016499(NAD 83)
 KS1514_MARKER: DD = SURVEY DISK
 KS1514_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KS1514_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KS1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1514
 KS1514  HISTORY     - Date     Condition        Report By
 KS1514  HISTORY     - 1971     MONUMENTED       CADT
 KS1514
 KS1514                          STATION DESCRIPTION
 KS1514
 KS1514'DESCRIBED BY CALTRANS 1971
 KS1514'THE STATION IS ABOUT 4.0 MILES SOUTHEAST OF SPRING GARDEN ALONG
 KS1514'STATE HIGHWAY 70, ABOUT 2.1 MILES NORTHWEST OF THE CROMBERG POST
 KS1514'OFFICE.
 KS1514'
 KS1514'THE STATION IS ON THE NORTHWEST END OF A WIDENED PARKING AREA, IN
 KS1514'A GROVE OF SMALL PINES, IN LINE WITH THE FORWARD TANGENT OF THE
 KS1514'HIGHWAY, ON A CURVE TO THE RIGHT, 53 FEET NORTH NORTHEAST OF THE
 KS1514'CENTER LINE OF THE HIGHWAY, 2 FEET LOWER THAN HIGHWAY, 22 FEET
 KS1514'SOUTH OF A FENCE LINE AND 7 FEET SOUTHWEST OF AN 18-INCH PINE TREE.
 KS1514'
 KS1514'A STD. DISK STAMPED 57.30 1971, SET IN A 10-INCH CONCRETE MONUMENT
 KS1514'AND MARKED BY A SURVEY MONUMENT MARKER SIGN 2.8 FEET NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0674 ***********************************************************************
 DY0674  DESIGNATION -  57 A MWDSC
 DY0674  PID         -  DY0674
 DY0674  STATE/COUNTY-  CA/LOS ANGELES
 DY0674  USGS QUAD   -  LONG BEACH (1981)
 DY0674
 DY0674                         *CURRENT SURVEY CONTROL
 DY0674  ___________________________________________________________________
 DY0674* NAD 83(1986)-  33 52 05.     (N)    118 14 00.     (W)     SCALED    
 DY0674* NAVD 88     -        46.03   (+/-2cm)     151.0    (feet)  VERTCON   
 DY0674  ___________________________________________________________________
 DY0674  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY0674  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0674
 DY0674.The horizontal coordinates were scaled from a topographic map and have
 DY0674.an estimated accuracy of +/- 6 seconds.
 DY0674
 DY0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0674.The vertical order pertains to the NGVD 29 superseded value.
 DY0674
 DY0674.The geoid height was determined by GEOID03.
 DY0674
 DY0674;                    North         East    Units  Estimated Accuracy
 DY0674;SPC CA 5     -   540,850.    1,978,410.      MT  (+/- 180 meters Scaled)
 DY0674
 DY0674                          SUPERSEDED SURVEY CONTROL
 DY0674
 DY0674  NGVD 29 (??/??/92)   45.274  (m)          148.54   (f) ADJ UNCH    1 2
 DY0674
 DY0674.Superseded values are not recommended for survey control.
 DY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0674.See file dsdata.txt to determine how the superseded data were derived.
 DY0674
 DY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859482(NAD 83)
 DY0674_MARKER: DD = SURVEY DISK
 DY0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0674_STAMPING: 57 A 1933
 DY0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0674+STABILITY: SURFACE MOTION
 DY0674
 DY0674  HISTORY     - Date     Condition        Report By
 DY0674  HISTORY     - 1933     MONUMENTED       MWDSC
 DY0674  HISTORY     - 1946     GOOD             NGS
 DY0674  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0674
 DY0674                          STATION DESCRIPTION
 DY0674
 DY0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0674'2 MI SE FROM COMPTON.
 DY0674'1.9 MILE SOUTH ALONG WILIMINGTON AVENUE FROM THE INTERSECTION
 DY0674'OF WILIMINGTON AVENUE AND COMPTON BLVD. IN COMPTON, THENCE
 DY0674'0.15 MILE EAST ALONG VICTORIA STREET, 22.5 FEET SOUTH OF THE
 DY0674'CENTERLINE OF VICTORIA STREET, 25.8 FEET EAST OF POWER POLE NO.
 DY0674'220137E, 1.5 FEET EAST OF A WHITE WOODEN REFERENCE POST, 1.8
 DY0674'FEET HIGHER THAN THE STREET LEVEL, PROJECT 0.1 FOOT ABOVE THE
 DY0674'IMMEDIATE GROUND LEVEL.  A METROPOLITAN WATER DISTRICT OF
 DY0674'SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 57 A 1933 AND SET IN
 DY0674'THE TOP OF A CONCRETE POST.
 DY0674
 DY0674                          STATION RECOVERY (1961)
 DY0674
 DY0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1826 ***********************************************************************
 JT1826  DESIGNATION -  57 B
 JT1826  PID         -  JT1826
 JT1826  STATE/COUNTY-  CA/NAPA
 JT1826  USGS QUAD   -  NAPA (1980)
 JT1826
 JT1826                         *CURRENT SURVEY CONTROL
 JT1826  ___________________________________________________________________
 JT1826* NAD 83(1986)-  38 18 51.     (N)    122 18 25.     (W)     SCALED    
 JT1826* NAVD 88     -        21.19   (+/-2cm)      69.5    (feet)  VERTCON   
 JT1826  ___________________________________________________________________
 JT1826  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1826  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1826
 JT1826.The horizontal coordinates were scaled from a topographic map and have
 JT1826.an estimated accuracy of +/- 6 seconds.
 JT1826
 JT1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1826.The vertical order pertains to the NGVD 29 superseded value.
 JT1826
 JT1826.The geoid height was determined by GEOID03.
 JT1826
 JT1826;                    North         East    Units  Estimated Accuracy
 JT1826;SPC CA 2     -   571,920.    1,973,160.      MT  (+/- 180 meters Scaled)
 JT1826
 JT1826                          SUPERSEDED SURVEY CONTROL
 JT1826
 JT1826  NGVD 29 (??/??/92)   20.41   (m)           67.0    (f) COMPUTED    1 1
 JT1826
 JT1826.Superseded values are not recommended for survey control.
 JT1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1826.See file dsdata.txt to determine how the superseded data were derived.
 JT1826
 JT1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH605409(NAD 83)
 JT1826_MARKER: DD = SURVEY DISK
 JT1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1826_SP_SET: CONCRETE POST
 JT1826_MARK LOGO: CA2330
 JT1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1826+STABILITY: SURFACE MOTION
 JT1826
 JT1826  HISTORY     - Date     Condition        Report By
 JT1826  HISTORY     - 1971     MONUMENTED       CA2330
 JT1826
 JT1826                          STATION DESCRIPTION
 JT1826
 JT1826'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1826'AT INTERSECTION OF SOLANO AND PUEBLO AVENUES, 5 FEET BY 10 FEET
 JT1826'SOUTHEAST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0676 ***********************************************************************
 DY0676  DESIGNATION -  57 B MWDSC
 DY0676  PID         -  DY0676
 DY0676  STATE/COUNTY-  CA/LOS ANGELES
 DY0676  USGS QUAD   -  LONG BEACH (1981)
 DY0676
 DY0676                         *CURRENT SURVEY CONTROL
 DY0676  ___________________________________________________________________
 DY0676* NAD 83(1986)-  33 52 03.     (N)    118 14 56.     (W)     SCALED    
 DY0676* NAVD 88     -        50.49   (+/-2cm)     165.6    (feet)  VERTCON   
 DY0676  ___________________________________________________________________
 DY0676  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DY0676  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0676
 DY0676.The horizontal coordinates were scaled from a topographic map and have
 DY0676.an estimated accuracy of +/- 6 seconds.
 DY0676
 DY0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0676.The vertical order pertains to the NGVD 29 superseded value.
 DY0676
 DY0676.The geoid height was determined by GEOID03.
 DY0676
 DY0676;                    North         East    Units  Estimated Accuracy
 DY0676;SPC CA 5     -   540,790.    1,976,970.      MT  (+/- 180 meters Scaled)
 DY0676
 DY0676                          SUPERSEDED SURVEY CONTROL
 DY0676
 DY0676  NGVD 29 (??/??/92)   49.730  (m)          163.16   (f) ADJ UNCH    1 2
 DY0676
 DY0676.Superseded values are not recommended for survey control.
 DY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0676.See file dsdata.txt to determine how the superseded data were derived.
 DY0676
 DY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844481(NAD 83)
 DY0676_MARKER: DD = SURVEY DISK
 DY0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0676_STAMPING: 57 B 1933
 DY0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0676+STABILITY: SURFACE MOTION
 DY0676
 DY0676  HISTORY     - Date     Condition        Report By
 DY0676  HISTORY     - 1933     MONUMENTED       MWDSC
 DY0676  HISTORY     - 1946     GOOD             NGS
 DY0676  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0676
 DY0676                          STATION DESCRIPTION
 DY0676
 DY0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0676'2.6 MI SW FROM COMPTON.
 DY0676'1.9 MILE SOUTH ALONG WILIMINGTON AVENUE FROM THE INTERSECTION
 DY0676'OF WILIMINGTON AVENUE AND COMPTON BLVD. AT COMPTON, THENCE 0.7
 DY0676'MILE WEST ALONG VICTORIA STREET, AT THE SOUTHEAST CORNER OF THE
 DY0676'INTERSECTION OF VICTORIA STREET AND CENTRAL AVENUE, 92.8 FEET
 DY0676'EAST OF THE CENTERLINE OF THE INTERSECTION OF VICTORIA STREET
 DY0676'AND CENTRAL AVENUE, 22.1 FEET SOUTH OF THE CENTERLINE OF VICTORIA
 DY0676'STREET, 19.3 FEET EAST OF POWER POLE NO. 338291E, 1.6 FEET NORTH
 DY0676'OF A WHITE WOODEN REFERENCE POST, 1.0 FOOT HIGHER THAN THE
 DY0676'STREET LEVEL, FLUSH WITH THE IMMEDIATE GROUND LEVEL.  A
 DY0676'METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DY0676'DISK, STAMPED 57 B 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DY0676
 DY0676                          STATION RECOVERY (1961)
 DY0676
 DY0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9452 ***********************************************************************
 AB9452  DESIGNATION -  57 B RESET
 AB9452  PID         -  AB9452
 AB9452  STATE/COUNTY-  CA/LOS ANGELES
 AB9452  USGS QUAD   -  LONG BEACH (1981)
 AB9452
 AB9452                         *CURRENT SURVEY CONTROL
 AB9452  ___________________________________________________________________
 AB9452* NAD 83(1986)-  33 52 05.     (N)    118 14 57.     (W)     SCALED    
 AB9452* NAVD 88     -        47.558  (meters)     156.03   (feet)  ADJUSTED  
 AB9452  ___________________________________________________________________
 AB9452  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AB9452  DYNAMIC HT  -          47.507 (meters)     155.86  (feet)  COMP
 AB9452  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 AB9452
 AB9452  VERT ORDER  -  FIRST     CLASS II
 AB9452
 AB9452.The horizontal coordinates were scaled from a topographic map and have
 AB9452.an estimated accuracy of +/- 6 seconds.
 AB9452
 AB9452.The orthometric height was determined by differential leveling
 AB9452.and adjusted in February 1997.
 AB9452
 AB9452.The geoid height was determined by GEOID03.
 AB9452
 AB9452.The dynamic height is computed by dividing the NAVD 88
 AB9452.geopotential number by the normal gravity value computed on the
 AB9452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9452.degrees latitude (g = 980.6199 gals.).
 AB9452
 AB9452.The modeled gravity was interpolated from observed gravity values.
 AB9452
 AB9452;                    North         East    Units  Estimated Accuracy
 AB9452;SPC CA 5     -   540,860.    1,976,940.      MT  (+/- 180 meters Scaled)
 AB9452
 AB9452                          SUPERSEDED SURVEY CONTROL
 AB9452
 AB9452.No superseded survey control is available for this station.
 AB9452
 AB9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT844482(NAD 83)
 AB9452_MARKER: DB = BENCH MARK DISK
 AB9452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB9452_SP_SET: CURB
 AB9452_STAMPING: BM 57 B RESET
 AB9452_MARK LOGO: MWDSC 
 AB9452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9452+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1995
 AB9452
 AB9452  HISTORY     - Date     Condition        Report By
 AB9452  HISTORY     - 1983     MONUMENTED       MWDSC
 AB9452  HISTORY     - 19950511 GOOD             MWDSC
 AB9452
 AB9452                          STATION DESCRIPTION
 AB9452
 AB9452'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9452'CARSON, AT THE INTERSECTION OF VICTORIA ST AND CENTRAL AV, 54 FEET
 AB9452'(16.5 M) EAST OF THE AV AND 303 FEET (92.4 M) NORTH OF THE STREET.
 AB9452'FOUND A 1-3/8 INCH BRASS DISK STAMPED BM 57 B RESET SET FLUSH IN A 6
 AB9452'INCH CONCRETE CURB AT ENTRANCE TO MCI YARD.  REF MWD FB 46 5 AND 2021
 AB9452'01 005.  TB 764/G1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1930 ***********************************************************************
 DY1930  DESIGNATION -  57 C MWDSC
 DY1930  PID         -  DY1930
 DY1930  STATE/COUNTY-  CA/LOS ANGELES
 DY1930  USGS QUAD   -  TORRANCE (1981)
 DY1930
 DY1930                         *CURRENT SURVEY CONTROL
 DY1930  ___________________________________________________________________
 DY1930* NAD 83(1986)-  33 52 01.     (N)    118 15 59.     (W)     SCALED    
 DY1930* NAVD 88     -        14.87   (+/-2cm)      48.8    (feet)  VERTCON   
 DY1930  ___________________________________________________________________
 DY1930  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY1930  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1930
 DY1930.The horizontal coordinates were scaled from a topographic map and have
 DY1930.an estimated accuracy of +/- 6 seconds.
 DY1930
 DY1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1930.The vertical order pertains to the NGVD 29 superseded value.
 DY1930
 DY1930.The geoid height was determined by GEOID03.
 DY1930
 DY1930;                    North         East    Units  Estimated Accuracy
 DY1930;SPC CA 5     -   540,740.    1,975,350.      MT  (+/- 180 meters Scaled)
 DY1930
 DY1930                          SUPERSEDED SURVEY CONTROL
 DY1930
 DY1930  NGVD 29 (??/??/92)   14.113  (m)           46.30   (f) ADJ UNCH    1 2
 DY1930
 DY1930.Superseded values are not recommended for survey control.
 DY1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1930.See file dsdata.txt to determine how the superseded data were derived.
 DY1930
 DY1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT828481(NAD 83)
 DY1930_MARKER: DD = SURVEY DISK
 DY1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1930_STAMPING: 57 C 1932
 DY1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1930+STABILITY: SURFACE MOTION
 DY1930
 DY1930  HISTORY     - Date     Condition        Report By
 DY1930  HISTORY     - 1932     MONUMENTED       MWDSC
 DY1930  HISTORY     - 1946     GOOD             NGS
 DY1930  HISTORY     - 1961     GOOD             MWDSC
 DY1930
 DY1930                          STATION DESCRIPTION
 DY1930
 DY1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1930'3.6 MI SW FROM COMPTON.
 DY1930'1.9 MILE SOUTH ALONG WILMINGTON AVENUE FROM THE INTERSECTION
 DY1930'OF WILIMINGTON AVENUE AND COMPTON BLVD. AT COMPTON, THENCE
 DY1930'1.7 MILE WEST ALONG VICTORIA STREET, AT THE NORTHWEST CORNER
 DY1930'OF THE INTERSECTION OF VICTORIA STREET AND AVALON BLVD,
 DY1930'61.0 FEET WEST OF THE CENTERLINE OF AVALON BLVD, 36.0 FEET
 DY1930'NORTH OF THE CENTERLINE OF VICTORIA STREET, 1.1 FEET NORTH OF
 DY1930'A WHITE WOODEN REFERENCE POST, 2.5 FEET HIGHER THAN THE STREET
 DY1930'LEVEL AND FLUSH WITH THE IMMEDIATE GROUND LEVEL.  A METROPOLITAN
 DY1930'WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED
 DY1930'57 C 1932 AND SET INTHE TOP OF A CONCRETE POST.
 DY1930
 DY1930                          STATION RECOVERY (1961)
 DY1930
 DY1930'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1961
 DY1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0462 ***********************************************************************
 MW0462  DESIGNATION -  57 C USGS
 MW0462  PID         -  MW0462
 MW0462  STATE/COUNTY-  CA/SHASTA
 MW0462  USGS QUAD   -  PONDOSA (1990)
 MW0462
 MW0462                         *CURRENT SURVEY CONTROL
 MW0462  ___________________________________________________________________
 MW0462* NAD 83(1986)-  41 10 46.     (N)    121 42 30.     (W)     SCALED    
 MW0462* NAVD 88     -      1262.694  (meters)    4142.69   (feet)  ADJUSTED  
 MW0462  ___________________________________________________________________
 MW0462  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 MW0462  DYNAMIC HT  -        1261.832 (meters)    4139.86  (feet)  COMP
 MW0462  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 MW0462
 MW0462  VERT ORDER  -  SECOND    CLASS 0
 MW0462
 MW0462.The horizontal coordinates were scaled from a topographic map and have
 MW0462.an estimated accuracy of +/- 6 seconds.
 MW0462
 MW0462.The orthometric height was determined by differential leveling
 MW0462.and adjusted in June 1991.
 MW0462
 MW0462.The geoid height was determined by GEOID03.
 MW0462
 MW0462.The dynamic height is computed by dividing the NAVD 88
 MW0462.geopotential number by the normal gravity value computed on the
 MW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0462.degrees latitude (g = 980.6199 gals.).
 MW0462
 MW0462.The modeled gravity was interpolated from observed gravity values.
 MW0462
 MW0462;                    North         East    Units  Estimated Accuracy
 MW0462;SPC CA 1     -   705,030.    2,024,470.      MT  (+/- 180 meters Scaled)
 MW0462
 MW0462                          SUPERSEDED SURVEY CONTROL
 MW0462
 MW0462  NGVD 29 (??/??/??) 1261.668  (m)         4139.32   (f) ADJUSTED    2 0
 MW0462
 MW0462.Superseded values are not recommended for survey control.
 MW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0462.See file dsdata.txt to determine how the superseded data were derived.
 MW0462
 MW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL083594(NAD 83)
 MW0462_MARKER: DD = SURVEY DISK
 MW0462_SETTING: 66 = SET IN ROCK OUTCROP
 MW0462_SP_SET: GRANITE OUTCROP
 MW0462_STAMPING: 57 C 1931
 MW0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0462+STABILITY: POSITION/ELEVATION WELL
 MW0462
 MW0462  HISTORY     - Date     Condition        Report By
 MW0462  HISTORY     - 1931     MONUMENTED       USGS
 MW0462  HISTORY     - 1936     GOOD             NGS
 MW0462  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0462
 MW0462                          STATION DESCRIPTION
 MW0462
 MW0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0462'AT BEAR FLAT.
 MW0462'AT BEAR FLAT, SHASTA COUNTY, ON STATE HIGHWAY 89, 300 FEET EAST OF
 MW0462'THE JUNCTION OF THE PONDOSA ROAD AND THE OLD BEAR FLAT-FALL RIVER
 MW0462'MILLS ROAD, 49.5 FEET EAST OF THE PONDOSA 2 MI SIGN, 90 FEET
 MW0462'NORTHEAST OF AN OLD HOUSE IN 1935, 17 FEET NORTH OF A FENCE
 MW0462'SURROUNDING THE HOUSE, 23 FEET SOUTH OF THE CENTERLINE OF THE OLD
 MW0462'ROAD LEADING TO FALL RIVER MILLS, AND IN THE TOP OF A GRANITE
 MW0462'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MW0462'STAMPED 57 C 1931.
 MW0462
 MW0462                          STATION RECOVERY (1986)
 MW0462
 MW0462'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1933 ***********************************************************************
 DY1933  DESIGNATION -  57 D MWDSC
 DY1933  PID         -  DY1933
 DY1933  STATE/COUNTY-  CA/LOS ANGELES
 DY1933  USGS QUAD   -  TORRANCE (1981)
 DY1933
 DY1933                         *CURRENT SURVEY CONTROL
 DY1933  ___________________________________________________________________
 DY1933* NAD 83(1986)-  33 51 46.     (N)    118 16 53.     (W)     SCALED    
 DY1933* NAVD 88     -         8.79   (+/-2cm)      28.8    (feet)  VERTCON   
 DY1933  ___________________________________________________________________
 DY1933  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DY1933  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1933
 DY1933.The horizontal coordinates were scaled from a topographic map and have
 DY1933.an estimated accuracy of +/- 6 seconds.
 DY1933
 DY1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1933.The vertical order pertains to the NGVD 29 superseded value.
 DY1933
 DY1933.The geoid height was determined by GEOID03.
 DY1933
 DY1933;                    North         East    Units  Estimated Accuracy
 DY1933;SPC CA 5     -   540,280.    1,973,960.      MT  (+/- 180 meters Scaled)
 DY1933
 DY1933                          SUPERSEDED SURVEY CONTROL
 DY1933
 DY1933  NGVD 29 (??/??/92)    8.038  (m)           26.37   (f) ADJ UNCH    1 2
 DY1933
 DY1933.Superseded values are not recommended for survey control.
 DY1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1933.See file dsdata.txt to determine how the superseded data were derived.
 DY1933
 DY1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814476(NAD 83)
 DY1933_MARKER: DD = SURVEY DISK
 DY1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1933_STAMPING: 57 D 1933
 DY1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1933+STABILITY: SURFACE MOTION
 DY1933
 DY1933  HISTORY     - Date     Condition        Report By
 DY1933  HISTORY     - 1933     MONUMENTED       MWDSC
 DY1933  HISTORY     - 1946     GOOD             NGS
 DY1933  HISTORY     - 1961     GOOD             MWDSC
 DY1933
 DY1933                          STATION DESCRIPTION
 DY1933
 DY1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1933'AT LOS ANGELES.
 DY1933'AT LOS ANGELES, AT THE NORTHEAST CORNER OF THE INTERSECTION
 DY1933'OF VICTORIA STREET AND FIGUEROA STREET, 25.5 FEET NORTH OF THE
 DY1933'CENTERLINE OF VICTORIA STREET, 82.5 FEET EAST OF THE CENTERLINE
 DY1933'OF FIGUEROA STREET, 16.9 FEET EAST OF POWER POLE NO. 364556E,
 DY1933'1.6 FEET WEST OF A WHITE WOODEN REFERENCE POST, 2.0 FEET HIGHER
 DY1933'THAN THE STREET LEVEL AND FLUSH WITH THE IMMEDIATE GROUND LEVEL.
 DY1933'A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA STANDARD
 DY1933'DISK, STAMPED 57 D 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DY1933
 DY1933                          STATION RECOVERY (1961)
 DY1933
 DY1933'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1961
 DY1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1936 ***********************************************************************
 DY1936  DESIGNATION -  57 E MWDSC
 DY1936  PID         -  DY1936
 DY1936  STATE/COUNTY-  CA/LOS ANGELES
 DY1936  USGS QUAD   -  TORRANCE (1981)
 DY1936
 DY1936                         *CURRENT SURVEY CONTROL
 DY1936  ___________________________________________________________________
 DY1936* NAD 83(1986)-  33 51 29.     (N)    118 17 57.     (W)     SCALED    
 DY1936* NAVD 88     -        14.83   (+/-2cm)      48.7    (feet)  VERTCON   
 DY1936  ___________________________________________________________________
 DY1936  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DY1936  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1936
 DY1936.The horizontal coordinates were scaled from a topographic map and have
 DY1936.an estimated accuracy of +/- 6 seconds.
 DY1936
 DY1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1936.The vertical order pertains to the NGVD 29 superseded value.
 DY1936
 DY1936.The geoid height was determined by GEOID03.
 DY1936
 DY1936;                    North         East    Units  Estimated Accuracy
 DY1936;SPC CA 5     -   539,760.    1,972,320.      MT  (+/- 180 meters Scaled)
 DY1936
 DY1936                          SUPERSEDED SURVEY CONTROL
 DY1936
 DY1936  NGVD 29 (??/??/92)   14.083  (m)           46.20   (f) ADJ UNCH    1 2
 DY1936
 DY1936.Superseded values are not recommended for survey control.
 DY1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1936.See file dsdata.txt to determine how the superseded data were derived.
 DY1936
 DY1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT798471(NAD 83)
 DY1936_MARKER: DD = SURVEY DISK
 DY1936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1936_SP_SET: CULVERT
 DY1936_STAMPING: 57 E 1933
 DY1936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1936
 DY1936  HISTORY     - Date     Condition        Report By
 DY1936  HISTORY     - 1933     MONUMENTED       MWDSC
 DY1936  HISTORY     - 1946     GOOD             NGS
 DY1936  HISTORY     - 1961     GOOD             MWDSC
 DY1936
 DY1936                          STATION DESCRIPTION
 DY1936
 DY1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY1936'AT LOS ANGELES.
 DY1936'AT LOS ANGELES, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 DY1936'OF NORMANDIE AVENUE AND 190 TH. STREET, SET IN TOP OF THE
 DY1936'EAST HEAD-WALL OF A CONCRETE CULVERT, 58.0 FEET EAST OF THE
 DY1936'CENTERLINE OF NORMANDIE AVENUE, 25.5 FEET SOUTH OF THE
 DY1936'CENTERLINE OF 190 TH. STREET, 1.4 FEET NORTH OF THE SOUTH
 DY1936'END OF THE CONCRETE HEAD-WALL.  A METROPOLITAN WATER DISTRICT
 DY1936'OF SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 57 E 1933.
 DY1936
 DY1936                          STATION RECOVERY (1961)
 DY1936
 DY1936'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1961
 DY1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5886 ***********************************************************************
 EW5886  DESIGNATION -  57 FMK
 EW5886  PID         -  EW5886
 EW5886  STATE/COUNTY-  CA/VENTURA
 EW5886  USGS QUAD   -  VENTURA (1967)
 EW5886
 EW5886                         *CURRENT SURVEY CONTROL
 EW5886  ___________________________________________________________________
 EW5886* NAD 83(1986)-  34 16 37.     (N)    119 18 31.     (W)     SCALED    
 EW5886* NAVD 88     -         5.349  (meters)      17.55   (feet)  ADJUSTED  
 EW5886  ___________________________________________________________________
 EW5886  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EW5886  DYNAMIC HT  -           5.343 (meters)      17.53  (feet)  COMP
 EW5886  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 EW5886
 EW5886  VERT ORDER  -  FIRST     CLASS I
 EW5886
 EW5886.The horizontal coordinates were scaled from a topographic map and have
 EW5886.an estimated accuracy of +/- 6 seconds.
 EW5886
 EW5886.The orthometric height was determined by differential leveling
 EW5886.and adjusted in June 1991.
 EW5886.WARNING-Repeat measurements at this control monument indicate possible
 EW5886.vertical movement.
 EW5886
 EW5886.The geoid height was determined by GEOID03.
 EW5886
 EW5886.The dynamic height is computed by dividing the NAVD 88
 EW5886.geopotential number by the normal gravity value computed on the
 EW5886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5886.degrees latitude (g = 980.6199 gals.).
 EW5886
 EW5886.The modeled gravity was interpolated from observed gravity values.
 EW5886
 EW5886;                    North         East    Units  Estimated Accuracy
 EW5886;SPC CA 5     -   586,970.    1,879,510.      MT  (+/- 180 meters Scaled)
 EW5886
 EW5886                          SUPERSEDED SURVEY CONTROL
 EW5886
 EW5886  NGVD 29 (??/??/92)    4.622  (m)           15.16   (f) ADJ UNCH    1 1
 EW5886
 EW5886.Superseded values are not recommended for survey control.
 EW5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5886.See file dsdata.txt to determine how the superseded data were derived.
 EW5886
 EW5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT874952(NAD 83)
 EW5886_MARKER: DD = SURVEY DISK
 EW5886_SETTING: 80 = SET IN A BOULDER
 EW5886_SP_SET: IN DRILL HOLE IN A BOULDER
 EW5886_STAMPING: 57 FMK 1973
 EW5886_MARK LOGO: USGS  
 EW5886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5886+STABILITY: SURFACE MOTION
 EW5886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5886+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW5886
 EW5886  HISTORY     - Date     Condition        Report By
 EW5886  HISTORY     - UNK      MONUMENTED
 EW5886  HISTORY     - 1977     GOOD             NGS
 EW5886  HISTORY     - 1983     POOR             USGS
 EW5886  HISTORY     - 19890327 GOOD             NGS
 EW5886  HISTORY     - 19960107 GOOD             USPSQD
 EW5886
 EW5886                          STATION DESCRIPTION
 EW5886
 EW5886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5886'1.3 MI WEST FROM VENTURA.
 EW5886'1.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5886'AT VENTURA, AT THE NORTHEAST END OF BRIDGE, 21.0 FT. SOUTH OF THE
 EW5886'SOUTH RAIL, 16.5 FT. NORTHWEST OF A GUARDRAIL POST.
 EW5886
 EW5886                          STATION RECOVERY (1983)
 EW5886
 EW5886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5886'RECOVERED IN POOR CONDITION.  UNSTABLE BOULDER.
 EW5886
 EW5886                          STATION RECOVERY (1989)
 EW5886
 EW5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5886'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.5 KM
 EW5886'(0.95 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5886'JUNCTION OF CALIFORNIA STREET IN VENTURA, NEAR THE CENTER OF A 2 BY 4
 EW5886'FOOT BOULDER AT THE SOUTHWEST CORNER OF A RAILROAD BRIDGE SPANNING THE
 EW5886'VENTURA RIVER, 6.4 M (21.0 FT) SOUTH OF THE NEAR RAIL. 5.0 M
 EW5886'(16.4 FT) SOUTHWEST OF THE MOST WESTERLY POST OF A CABLE GUARDRAIL,
 EW5886'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
 EW5886
 EW5886                          STATION RECOVERY (1996)
 EW5886
 EW5886'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4959 ***********************************************************************
 HS4959  DESIGNATION -  57 L SFWD 1958
 HS4959  PID         -  HS4959
 HS4959  STATE/COUNTY-  CA/SANTA CLARA
 HS4959  USGS QUAD   -  MILPITAS (1980)
 HS4959
 HS4959                         *CURRENT SURVEY CONTROL
 HS4959  ___________________________________________________________________
 HS4959* NAD 83(1992)-  37 25 58.41705(N)    121 53 45.58657(W)     ADJUSTED  
 HS4959* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 HS4959  ___________________________________________________________________
 HS4959  EPOCH DATE  -        1991.35
 HS4959  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 HS4959  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 HS4959  HORZ ORDER  -  SECOND
 HS4959
 HS4959.The horizontal coordinates were established by classical geodetic methods
 HS4959.and adjusted by the National Geodetic Survey in March 1994.
 HS4959.The horizontal coordinates are valid at the epoch date displayed above.
 HS4959.The epoch date for horizontal control is a decimal equivalence
 HS4959.of Year/Month/Day.
 HS4959
 HS4959.The orthometric height was scaled from a topographic map.
 HS4959
 HS4959.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4959
 HS4959.The geoid height was determined by GEOID03.
 HS4959
 HS4959;                    North         East     Units Scale Factor Converg.
 HS4959;SPC CA 3     -   604,454.618 1,876,459.462   MT  0.99994451   -0 51 16.8
 HS4959;SPC CA 3     - 1,983,114.86  6,156,350.75   sFT  0.99994451   -0 51 16.8
 HS4959;UTM  10      - 4,143,468.432   597,671.827   MT  0.99971751   +0 40 16.0
 HS4959
 HS4959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4959!SPC CA 3     -   1.00000387  x   0.99994451  =   0.99994838
 HS4959!UTM  10      -   1.00000387  x   0.99971751  =   0.99972137
 HS4959
 HS4959                          SUPERSEDED SURVEY CONTROL
 HS4959
 HS4959  NAD 83(1986)-  37 25 58.41763(N)    121 53 45.57878(W) AD(1984.00) 2
 HS4959  NAD 27      -  37 25 58.63840(N)    121 53 41.73450(W) AD(       ) 2
 HS4959
 HS4959.Superseded values are not recommended for survey control.
 HS4959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4959.See file dsdata.txt to determine how the superseded data were derived.
 HS4959
 HS4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9767243468(NAD 83)
 HS4959
 HS4959  HISTORY     - Date     Condition        Report By
 HS4959  HISTORY     - 1958     MONUMENTED       CGS
 HS4959  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HS4959
 HS4959                          STATION DESCRIPTION
 HS4959
 HS4959'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HS4959'SEE STATION 56 L SFWD
 HS4959
 HS4959                          STATION RECOVERY (1971)
 HS4959
 HS4959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HS4959'STATION WAS DESTROYED DURING THE WIDENING OF CALAVERAS ROAD OVER
 HS4959'THEIR LOCATIONS.
 HS4959'
 HS4959'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HS4959'AT MILPITAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0427 ***********************************************************************
 MW0427  DESIGNATION -  57 M RESET
 MW0427  PID         -  MW0427
 MW0427  STATE/COUNTY-  CA/SISKIYOU
 MW0427  USGS QUAD   -  HAMBONE (1990)
 MW0427
 MW0427                         *CURRENT SURVEY CONTROL
 MW0427  ___________________________________________________________________
 MW0427* NAD 83(1986)-  41 19 58.     (N)    121 40 55.     (W)     SCALED    
 MW0427* NAVD 88     -      1320.30   (meters)    4331.7    (feet)  RESET     
 MW0427  ___________________________________________________________________
 MW0427  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 MW0427  VERT ORDER  -  THIRD
 MW0427
 MW0427.The horizontal coordinates were scaled from a topographic map and have
 MW0427.an estimated accuracy of +/- 6 seconds.
 MW0427
 MW0427.The orthometric height was computed from unverified reset data.
 MW0427
 MW0427.The geoid height was determined by GEOID03.
 MW0427
 MW0427;                    North         East    Units  Estimated Accuracy
 MW0427;SPC CA 1     -   722,070.    2,026,620.      MT  (+/- 180 meters Scaled)
 MW0427
 MW0427                          SUPERSEDED SURVEY CONTROL
 MW0427
 MW0427  NGVD 29 (08/19/04) 1319.23   (m)         4328.2    (f) RESET       3  
 MW0427
 MW0427.Superseded values are not recommended for survey control.
 MW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0427.See file dsdata.txt to determine how the superseded data were derived.
 MW0427
 MW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL102765(NAD 83)
 MW0427_MARKER: DD = SURVEY DISK
 MW0427_SETTING: 66 = SET IN ROCK OUTCROP
 MW0427_SP_SET: ROCK LEDGE
 MW0427_STAMPING: 57 M RESET 1973
 MW0427_MARK LOGO: NGS   
 MW0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MW0427+STABILITY: POSITION/ELEVATION WELL
 MW0427
 MW0427  HISTORY     - Date     Condition        Report By
 MW0427  HISTORY     - 1973     MONUMENTED       NGS
 MW0427  HISTORY     - 1973     GOOD             NGS
 MW0427  HISTORY     - 19860502 GOOD             USPSQD
 MW0427
 MW0427                          STATION DESCRIPTION
 MW0427
 MW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MW0427'0.9 MI E FROM HAMBONE.
 MW0427'0.9 MILE EAST ALONG MAYFIELD ROAD FROM THE CROSSING OF THE GREAT
 MW0427'NORTHERN RAILROAD AT HAMBONE, AT THE T-JUNCTION OF A ROAD LEADING
 MW0427'NORTH TO HAMBONE WELL, NEAR THE WESTERN BASE OF A SMALL HILL, 175
 MW0427'FEET NORTH OF THE CENTER OF THE JUNCTION OF THE ROADS, 85 FEET
 MW0427'NORTHEAST OF THE CENTER LINE OF MAYFIELD ROAD, 50 FEET WEST OF
 MW0427'THE CENTER LINE OF THE ROAD LEADING NORTH, 3.9 FEET NORTH OF A
 MW0427'METAL WITNESS POST, ABOUT THE SAME ELEVATION AS MAYFIELD ROAD, AND
 MW0427'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 4-FOOT UPENDED LEDGE
 MW0427'OF LAVA ROCK PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MW0427
 MW0427                          STATION RECOVERY (1986)
 MW0427
 MW0427'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0428 ***********************************************************************
 MW0428  DESIGNATION -  57 M RM
 MW0428  PID         -  MW0428
 MW0428  STATE/COUNTY-  CA/SISKIYOU
 MW0428  USGS QUAD   -  HAMBONE (1990)
 MW0428
 MW0428                         *CURRENT SURVEY CONTROL
 MW0428  ___________________________________________________________________
 MW0428* NAD 83(1986)-  41 19 58.     (N)    121 40 55.     (W)     SCALED    
 MW0428* NAVD 88     -      1321.624  (meters)    4336.03   (feet)  ADJUSTED  
 MW0428  ___________________________________________________________________
 MW0428  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 MW0428  DYNAMIC HT  -        1320.713 (meters)    4333.04  (feet)  COMP
 MW0428  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 MW0428
 MW0428  VERT ORDER  -  SECOND    CLASS 0
 MW0428
 MW0428.The horizontal coordinates were scaled from a topographic map and have
 MW0428.an estimated accuracy of +/- 6 seconds.
 MW0428
 MW0428.The orthometric height was determined by differential leveling
 MW0428.and adjusted in June 1991.
 MW0428
 MW0428.The geoid height was determined by GEOID03.
 MW0428
 MW0428.The dynamic height is computed by dividing the NAVD 88
 MW0428.geopotential number by the normal gravity value computed on the
 MW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0428.degrees latitude (g = 980.6199 gals.).
 MW0428
 MW0428.The modeled gravity was interpolated from observed gravity values.
 MW0428
 MW0428;                    North         East    Units  Estimated Accuracy
 MW0428;SPC CA 1     -   722,070.    2,026,620.      MT  (+/- 180 meters Scaled)
 MW0428
 MW0428                          SUPERSEDED SURVEY CONTROL
 MW0428
 MW0428  NGVD 29 (??/??/??) 1320.550  (m)         4332.50   (f) ADJUSTED    2 0
 MW0428
 MW0428.Superseded values are not recommended for survey control.
 MW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0428.See file dsdata.txt to determine how the superseded data were derived.
 MW0428
 MW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL102765(NAD 83)
 MW0428_MARKER: Q = CHISELED SQUARE
 MW0428_SETTING: 80 = SET IN A BOULDER
 MW0428_MARK LOGO: USGS  
 MW0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0428+STABILITY: SURFACE MOTION
 MW0428
 MW0428  HISTORY     - Date     Condition        Report By
 MW0428  HISTORY     - UNK      MONUMENTED       USGS
 MW0428  HISTORY     - 1954     GOOD             CGS
 MW0428  HISTORY     - 1973     GOOD             NGS
 MW0428
 MW0428                          STATION DESCRIPTION
 MW0428
 MW0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0428'0.9 MI E FROM HAMBONE.
 MW0428'0.9 MILE EAST ALONG A GRADED ROAD FROM THE CROSSING OF THE GREAT
 MW0428'NORTHERN RAILROAD AT HAMBONE, AT THE T JUNCTION OF A ROAD LEADING
 MW0428'NORTH TO HAMBONE WELL, AT THE WEST END OF A SMALL HILL, IN THE TOP
 MW0428'OF A 1- BY 2-FOOT GRANITE BOULDER WHICH PROJECTS 0.7 FOOT ABOVE THE
 MW0428'GROUND, 70 FEET SOUTH OF THE CENTER OF THE JUNCTION, 45.1 FEET
 MW0428'SOUTHWEST OF BENCH MARK 57 M (USGS), 26 1/2 FEET SOUTHWEST OF THE
 MW0428'CENTER LINE OF THE GRADED ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 MW0428
 MW0428                          STATION RECOVERY (1973)
 MW0428
 MW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MW0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1584 ***********************************************************************
 JS1584  DESIGNATION -  57 USE
 JS1584  PID         -  JS1584
 JS1584  STATE/COUNTY-  CA/SACRAMENTO
 JS1584  USGS QUAD   -  COURTLAND (1993)
 JS1584
 JS1584                         *CURRENT SURVEY CONTROL
 JS1584  ___________________________________________________________________
 JS1584* NAD 83(1986)-  38 16 59.     (N)    121 33 10.     (W)     SCALED    
 JS1584* NAVD 88     -         4.69   (+/-2cm)      15.4    (feet)  VERTCON   
 JS1584  ___________________________________________________________________
 JS1584  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JS1584  VERT ORDER  -  THIRD (See Below)
 JS1584
 JS1584.The horizontal coordinates were scaled from a topographic map and have
 JS1584.an estimated accuracy of +/- 6 seconds.
 JS1584
 JS1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1584.The vertical order pertains to the NGVD 29 superseded value.
 JS1584
 JS1584.The geoid height was determined by GEOID03.
 JS1584
 JS1584;                    North         East    Units  Estimated Accuracy
 JS1584;SPC CA 2     -   568,520.    2,039,130.      MT  (+/- 180 meters Scaled)
 JS1584
 JS1584                          SUPERSEDED SURVEY CONTROL
 JS1584
 JS1584  NGVD 29 (??/??/??)    3.95   (m)           13.0    (f) RESET       3  
 JS1584
 JS1584.Superseded values are not recommended for survey control.
 JS1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1584.See file dsdata.txt to determine how the superseded data were derived.
 JS1584
 JS1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH265382(NAD 83)
 JS1584_MARKER: P = PIPE CAP
 JS1584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1584_STAMPING: 57 16.44
 JS1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1584
 JS1584  HISTORY     - Date     Condition        Report By
 JS1584  HISTORY     - UNK      MONUMENTED       DOD
 JS1584  HISTORY     - 1951     GOOD             NGS
 JS1584  HISTORY     - 1966     GOOD             NGS
 JS1584  HISTORY     - 1976     GOOD             USGS
 JS1584
 JS1584                          STATION DESCRIPTION
 JS1584
 JS1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1584'4.1 MI NW FROM WALNUT GROVE.
 JS1584'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1584'WALNUT GROVE, THENCE 3.9 MILES NORTHWEST ALONG STATE HIGHWAY
 JS1584'24, AT A T JUNCTION OF ELM DOR AVENUE LEADING WEST, 126.0 FEET
 JS1584'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80.2 FEET NORTHWEST
 JS1584'OF AND ACROSS THE HIGHWAY FROM A TWO-STORY HOUSE, 12 1/2 FEET
 JS1584'NORTHWEST OF THE CENTER LINE OF THE AVENUE, ABOUT 1.0 FOOT
 JS1584'LOWER THAN THE HIGHWAY, AND SCREWED ON TOP OF A 3 1/2-INCH
 JS1584'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JS1584
 JS1584                          STATION RECOVERY (1966)
 JS1584
 JS1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JS1584'RECOVERED IN GOOD CONDITION.
 JS1584
 JS1584                          STATION RECOVERY (1976)
 JS1584
 JS1584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JS1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2494 ***********************************************************************
 HS2494  DESIGNATION -  57.95 USBR
 HS2494  PID         -  HS2494
 HS2494  STATE/COUNTY-  CA/MERCED
 HS2494  USGS QUAD   -  HOWARD RANCH (1971)
 HS2494
 HS2494                         *CURRENT SURVEY CONTROL
 HS2494  ___________________________________________________________________
 HS2494* NAD 83(1986)-  37 14 47.     (N)    121 04 40.     (W)     SCALED    
 HS2494* NAVD 88     -        55.88   (+/-2cm)     183.3    (feet)  VERTCON   
 HS2494  ___________________________________________________________________
 HS2494  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HS2494  VERT ORDER  -  THIRD (See Below)
 HS2494
 HS2494.The horizontal coordinates were scaled from a topographic map and have
 HS2494.an estimated accuracy of +/- 6 seconds.
 HS2494
 HS2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2494.The vertical order pertains to the NGVD 29 superseded value.
 HS2494
 HS2494.The geoid height was determined by GEOID03.
 HS2494
 HS2494;                    North         East    Units  Estimated Accuracy
 HS2494;SPC CA 3     -   582,990.    1,948,740.      MT  (+/- 180 meters Scaled)
 HS2494
 HS2494                          SUPERSEDED SURVEY CONTROL
 HS2494
 HS2494  NGVD 29 (??/??/??)   55.10   (m)          180.8    (f) RESET       3  
 HS2494
 HS2494.Superseded values are not recommended for survey control.
 HS2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2494.See file dsdata.txt to determine how the superseded data were derived.
 HS2494
 HS2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG704239(NAD 83)
 HS2494_MARKER: DD = SURVEY DISK
 HS2494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2494_SP_SET: BRIDGE CURB
 HS2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS2494+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2007
 HS2494
 HS2494  HISTORY     - Date     Condition        Report By
 HS2494  HISTORY     - UNK      MONUMENTED       BOR
 HS2494  HISTORY     - 1961     GOOD             NGS
 HS2494  HISTORY     - 1964     GOOD             NGS
 HS2494  HISTORY     - 20070306 GOOD             GEOCAC
 HS2494
 HS2494                          STATION DESCRIPTION
 HS2494
 HS2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2494'5 MI W FROM GUSTINE.
 HS2494'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2494'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST
 HS2494'ALONG SULLIVAN ROAD, AT THE CROSSING OF THE DELTA-MENDOTA CANAL,
 HS2494'AT BRIDGE 57.95, IN THE TOP OF THE EAST END OF THE NORTH
 HS2494'CONCRETE CURB, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HS2494'22 1/2 FEET WEST OF THE CENTER LINE OF THE LEVEE ROAD, AND
 HS2494'ABOUT 1 FOOT HIGHER THAN THE ROAD.  NOTE-- THIS MARK IS TOO FAR
 HS2494'OFF THE LINE.
 HS2494
 HS2494                          STATION RECOVERY (1964)
 HS2494
 HS2494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2494'RECOVERED IN GOOD CONDITION.
 HS2494
 HS2494                          STATION RECOVERY (2007)
 HS2494
 HS2494'RECOVERY NOTE BY GEOCACHING 2007 (RAC)
 HS2494'HANDHELD COORDINATES N 37 14 46.0 W 121 04 40.9
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0397 ***********************************************************************
 DY0397  DESIGNATION -  570 C OF LB
 DY0397  PID         -  DY0397
 DY0397  STATE/COUNTY-  CA/LOS ANGELES
 DY0397  USGS QUAD   -  LONG BEACH (1981)
 DY0397
 DY0397                         *CURRENT SURVEY CONTROL
 DY0397  ___________________________________________________________________
 DY0397* NAD 83(1986)-  33 46 01.     (N)    118 11 21.     (W)     SCALED    
 DY0397* NAVD 88     -         9.85   (+/-2cm)      32.3    (feet)  VERTCON   
 DY0397  ___________________________________________________________________
 DY0397  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0397  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0397
 DY0397.The horizontal coordinates were scaled from a topographic map and have
 DY0397.an estimated accuracy of +/- 6 seconds.
 DY0397
 DY0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0397.The vertical order pertains to the NGVD 29 superseded value.
 DY0397
 DY0397.The geoid height was determined by GEOID03.
 DY0397
 DY0397;                    North         East    Units  Estimated Accuracy
 DY0397;SPC CA 5     -   529,630.    1,982,480.      MT  (+/- 180 meters Scaled)
 DY0397
 DY0397                          SUPERSEDED SURVEY CONTROL
 DY0397
 DY0397  NGVD 29 (??/??/92)    9.037  (m)           29.65   (f) ADJ UNCH    1 2
 DY0397
 DY0397.Superseded values are not recommended for survey control.
 DY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0397.See file dsdata.txt to determine how the superseded data were derived.
 DY0397
 DY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT898369(NAD 83)
 DY0397_MARKER: Z = SEE DESCRIPTION
 DY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0397+STABILITY: SURFACE MOTION
 DY0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0397+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DY0397
 DY0397  HISTORY     - Date     Condition        Report By
 DY0397  HISTORY     - UNK      MONUMENTED       CA1970
 DY0397  HISTORY     - 1954     GOOD             NGS
 DY0397  HISTORY     - 1965     GOOD             NGS
 DY0397  HISTORY     - 20061018 GOOD             GEOCAC
 DY0397  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0397
 DY0397                          STATION DESCRIPTION
 DY0397
 DY0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0397'AT LONG BEACH.
 DY0397'AT LONG BEACH, AT THE INTERSECTION OF OCEAN BOULEVARD AND
 DY0397'AMERICAN AVENUE, 10.5 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 DY0397'IN LINE WITH THE SOUTH CURB OF THE BOULEVARD, 0.5 FOOT BELOW
 DY0397'THE SURFACE OF THE AVENUE, AND SET IN TOP OF A LEAD-FILLED
 DY0397'HOLE IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 DY0397'THROUGH A 12-INCH TILE PIPE WITH A CAST IRON COVER.
 DY0397
 DY0397                          STATION RECOVERY (1965)
 DY0397
 DY0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0397'RECOVERED IN GOOD CONDITION.
 DY0397
 DY0397                          STATION RECOVERY (2006)
 DY0397
 DY0397'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DY0397'THE COVER IS NOW IN THE BETWEEN LANE 2 AND LANE 3 ON OCEAN BLVD.
 DY0397
 DY0397                          STATION RECOVERY (2007)
 DY0397
 DY0397'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0397'LOCATED A COVER IN THE STREET THAT APPEARS TO MATCH THE DESCRIPTION,
 DY0397'ASSUMING THAT THE BOULEVARD HAS BEEN WIDENED OVER THE YEARS.  SINCE
 DY0397'THE COVER IS IN TRAFFIC, I WAS UNABLE TO ATTEMPT VERIFICATION OF THE
 DY0397'EXISTENCE OF THE MARK UNDER THE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3622 ***********************************************************************
 HS3622  DESIGNATION -  570 CAHD
 HS3622  PID         -  HS3622
 HS3622  STATE/COUNTY-  CA/CONTRA COSTA
 HS3622  USGS QUAD   -  ANTIOCH SOUTH (1980)
 HS3622
 HS3622                         *CURRENT SURVEY CONTROL
 HS3622  ___________________________________________________________________
 HS3622* NAD 83(1986)-  37 59 48.     (N)    121 46 31.     (W)     SCALED    
 HS3622* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 HS3622  ___________________________________________________________________
 HS3622  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HS3622  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3622
 HS3622.The horizontal coordinates were scaled from a topographic map and have
 HS3622.an estimated accuracy of +/- 6 seconds.
 HS3622
 HS3622.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3622.The vertical order pertains to the NGVD 29 superseded value.
 HS3622
 HS3622.The geoid height was determined by GEOID03.
 HS3622
 HS3622;                    North         East    Units  Estimated Accuracy
 HS3622;SPC CA 3     -   666,870.    1,888,000.      MT  (+/- 180 meters Scaled)
 HS3622
 HS3622                          SUPERSEDED SURVEY CONTROL
 HS3622
 HS3622  NGVD 29 (??/??/92)   17.077  (m)           56.03   (f) ADJ UNCH    1 2
 HS3622
 HS3622.Superseded values are not recommended for survey control.
 HS3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3622.See file dsdata.txt to determine how the superseded data were derived.
 HS3622
 HS3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH075061(NAD 83)
 HS3622_MARKER: DD = SURVEY DISK
 HS3622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3622_STAMPING: B M 570 CC 75 F
 HS3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3622+STABILITY: SURFACE MOTION
 HS3622
 HS3622  HISTORY     - Date     Condition        Report By
 HS3622  HISTORY     - UNK      MONUMENTED       CADH
 HS3622  HISTORY     - 1960     GOOD             NGS
 HS3622  HISTORY     - 1963     GOOD             NGS
 HS3622
 HS3622                          STATION DESCRIPTION
 HS3622
 HS3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3622'1.6 MI E FROM ANTIOCH.
 HS3622'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS3622'CROSSING OF A STREET A ANTIOCH, 0.6 MILE EAST OF THE CROSSING
 HS3622'OF HILLCREST AVENUE, 0.3 MILE EAST OF MILEPOLE 55, IN R2E T2N S29,
 HS3622'46.1 FEET SOUTH OF THE SOUTH RAIL, 7 1/2 FEET SOUTHWEST OF A
 HS3622'TELEPHONE POLE, 1.4 FEET NORTH OF A FENCE, 1.7 FEET SOUTH OF
 HS3622'A WHITE STEEL POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, AND
 HS3622'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 HS3622
 HS3622                          STATION RECOVERY (1963)
 HS3622
 HS3622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0401 ***********************************************************************
 DY0401  DESIGNATION -  571 C OF LB
 DY0401  PID         -  DY0401
 DY0401  STATE/COUNTY-  CA/LOS ANGELES
 DY0401  USGS QUAD   -  LONG BEACH (1981)
 DY0401
 DY0401                         *CURRENT SURVEY CONTROL
 DY0401  ___________________________________________________________________
 DY0401* NAD 83(1986)-  33 46 02.     (N)    118 11 47.     (W)     SCALED    
 DY0401* NAVD 88     -         8.62   (+/-2cm)      28.3    (feet)  VERTCON   
 DY0401  ___________________________________________________________________
 DY0401  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DY0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0401
 DY0401.The horizontal coordinates were scaled from a topographic map and have
 DY0401.an estimated accuracy of +/- 6 seconds.
 DY0401
 DY0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0401.The vertical order pertains to the NGVD 29 superseded value.
 DY0401
 DY0401.The geoid height was determined by GEOID03.
 DY0401
 DY0401;                    North         East    Units  Estimated Accuracy
 DY0401;SPC CA 5     -   529,660.    1,981,810.      MT  (+/- 180 meters Scaled)
 DY0401
 DY0401                          SUPERSEDED SURVEY CONTROL
 DY0401
 DY0401  NGVD 29 (??/??/92)    7.798  (m)           25.58   (f) ADJ UNCH    1 2
 DY0401
 DY0401.Superseded values are not recommended for survey control.
 DY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0401.See file dsdata.txt to determine how the superseded data were derived.
 DY0401
 DY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT892369(NAD 83)
 DY0401_MARKER: Z = SEE DESCRIPTION
 DY0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0401_SP_SET: CONCRETE MONUMENT
 DY0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0401
 DY0401  HISTORY     - Date     Condition        Report By
 DY0401  HISTORY     - UNK      MONUMENTED       CA1970
 DY0401  HISTORY     - 1954     GOOD             NGS
 DY0401  HISTORY     - 1965     GOOD             NGS
 DY0401  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 DY0401  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0401
 DY0401                          STATION DESCRIPTION
 DY0401
 DY0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0401'AT LONG BEACH.
 DY0401'AT LONG BEACH, 0.5 MILE WEST ALONG OCEAN BOULEVARD FROM THE
 DY0401'JUNCTION OF AMERICAN AVENUE, AT THE JUNCTION OF CHESTNUT PLACE,
 DY0401'23.6 FEET WEST OF THE WEST EDGE OF A WALK LEADING SOUTH TO THE
 DY0401'NORTH ENTRANCE OF THE SOVEREIGN APARTMENT BUILDING, 22 1/2 FEET
 DY0401'EAST OF THE PROLONGATION OF THE CENTER LINE OF CHESTNUT PLACE,
 DY0401'11.4 FEET SOUTH OF THE SOUTH CURB OF THE BOULEVARD, 1.0 FOOT
 DY0401'SOUTH OF THE SOUTH EDGE OF THE BOULEVARD SIDEWALK, AND SET IN
 DY0401'THE TOP OF A LEAD-FILLED HOLE IN THE TOP OF A 1- BY 1.3-FOOT
 DY0401'CONCRETE MONUMENT WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND AND
 DY0401'BEARS A BRONZE PLAQUE MARKED CITY PROPERTY.
 DY0401
 DY0401                          STATION RECOVERY (1965)
 DY0401
 DY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0401'RECOVERED IN GOOD CONDITION.
 DY0401
 DY0401                          STATION RECOVERY (2006)
 DY0401
 DY0401'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DY0401'THE CONCRETE IN THE AREA WAS APPARENTLY REWORKED IN 2002, AND THE
 DY0401'MARK, AS DESCRIBED, APPEARS TO HAVE BEEN LOST.
 DY0401' 
 DY0401'IN 2002, 571 C OF LB WAS RELOCATED TO THE SW CORNER OF THE
 DY0401'INTERSECTION, ONE FOOT NE OF THE BLUE LIGHT POST, AND THREE FEET WEST
 DY0401'OF THE FIRE HYDRANT.
 DY0401' 
 DY0401
 DY0401                          STATION RECOVERY (2007)
 DY0401
 DY0401'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0401'THIS MARK IS DESCRIBED AS BEING ON THE SE CORNER OF THE STREET AND
 DY0401'LOCATED IN THE TOP OF A CITY PROPERTY MARKER.  WHILE THE BUILDING
 DY0401'DESCRIBED IS STILL THERE, THE CITY PROPERTY MARKER IS NO LONGER IN THE
 DY0401'LAWN.  THERE IS A RESET MARK IN THE SW CORNER OF THE INTERSECTION
 DY0401'STAMPED 2002.  THIS MARK IS CLEARLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1168 ***********************************************************************
 JS1168  DESIGNATION -  573+67.73 USE
 JS1168  PID         -  JS1168
 JS1168  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1168  USGS QUAD   -  TERMINOUS (1993)
 JS1168
 JS1168                         *CURRENT SURVEY CONTROL
 JS1168  ___________________________________________________________________
 JS1168* NAD 83(1986)-  38 01 00.     (N)    121 27 46.     (W)     SCALED    
 JS1168* NAVD 88     -         3.69   (+/-2cm)      12.1    (feet)  VERTCON   
 JS1168  ___________________________________________________________________
 JS1168  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS1168  VERT ORDER  -  THIRD (See Below)
 JS1168
 JS1168.The horizontal coordinates were scaled from a topographic map and have
 JS1168.an estimated accuracy of +/- 6 seconds.
 JS1168
 JS1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1168.The vertical order pertains to the NGVD 29 superseded value.
 JS1168
 JS1168.The geoid height was determined by GEOID03.
 JS1168
 JS1168;                    North         East    Units  Estimated Accuracy
 JS1168;SPC CA 3     -   668,760.    1,915,460.      MT  (+/- 180 meters Scaled)
 JS1168
 JS1168                          SUPERSEDED SURVEY CONTROL
 JS1168
 JS1168  NGVD 29 (??/??/??)    3.01   (m)            9.9    (f) RESET       3  
 JS1168
 JS1168.Superseded values are not recommended for survey control.
 JS1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1168.See file dsdata.txt to determine how the superseded data were derived.
 JS1168
 JS1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH349087(NAD 83)
 JS1168_MARKER: P = PIPE CAP
 JS1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1168+STABILITY: SURFACE MOTION
 JS1168
 JS1168  HISTORY     - Date     Condition        Report By
 JS1168  HISTORY     - UNK      MONUMENTED       DOD
 JS1168  HISTORY     - 1951     GOOD             NGS
 JS1168  HISTORY     - 1963     MARK NOT FOUND   NGS
 JS1168
 JS1168                          STATION DESCRIPTION
 JS1168
 JS1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1168'IN MC DONALD TRACT.
 JS1168'ON THE NORTHEAST SIDE OF MC DONALD TRACT, 3.8 MILES NORTH ALONG
 JS1168'A PAVED LEVEE ROAD FROM MC DONALD FERRY, 0.3 MILES NORTHWEST OF THE
 JS1168'CONFLUENCE OF STOCKTON DEEP WATER CHANNEL AND HAYPRESS REACH, ON
 JS1168'THE SOUTHWEST SIDE OF THE CHANNEL, 252 FEET SOUTHEAST OF THE
 JS1168'CENTER OF A Y JUNCTION OF A FARM ROAD LEADING SOUTH, 190 FEET
 JS1168'SOUTHEAST OF AND ACROSS THE ROAD FROM A FENCE CORNER POST, 37
 JS1168'FEET NORTHEAST AND ACROSS THE ROAD FROM A FENCE LINE, 22 FEET
 JS1168'NORTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, 2.7 FEET
 JS1168'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 JS1168'ONE FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 JS1168
 JS1168                          STATION RECOVERY (1963)
 JS1168
 JS1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JS1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1252 ***********************************************************************
 MX1252  DESIGNATION -  5740
 MX1252  PID         -  MX1252
 MX1252  STATE/COUNTY-  CA/SISKIYOU
 MX1252  USGS QUAD   -  BEAR PEAK (1982)
 MX1252
 MX1252                         *CURRENT SURVEY CONTROL
 MX1252  ___________________________________________________________________
 MX1252* NAD 83(1992)-  41 41 28.62194(N)    123 34 35.82251(W)     ADJUSTED  
 MX1252* NAVD 88     -      1751.     (meters)    5745.     (feet)  SCALED    
 MX1252  ___________________________________________________________________
 MX1252  EPOCH DATE  -        1991.35
 MX1252  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 MX1252  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 MX1252  HORZ ORDER  -  SECOND
 MX1252
 MX1252.The horizontal coordinates were established by classical geodetic methods
 MX1252.and adjusted by the National Geodetic Survey in March 1994.
 MX1252.The horizontal coordinates are valid at the epoch date displayed above.
 MX1252.The epoch date for horizontal control is a decimal equivalence
 MX1252.of Year/Month/Day.
 MX1252
 MX1252.The orthometric height was scaled from a topographic map.
 MX1252
 MX1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1252
 MX1252.The geoid height was determined by GEOID03.
 MX1252
 MX1252;                    North         East     Units Scale Factor Converg.
 MX1252;SPC CA 1     -   763,013.145 1,868,752.840   MT  1.00000635   -1 01 51.3
 MX1252;SPC CA 1     - 2,503,318.96  6,131,066.61   sFT  1.00000635   -1 01 51.3
 MX1252;UTM  10      - 4,615,661.349   452,015.706   MT  0.99962833   -0 23 00.7
 MX1252
 MX1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1252!SPC CA 1     -   0.99972945  x   1.00000635  =   0.99973580
 MX1252!UTM  10      -   0.99972945  x   0.99962833  =   0.99935788
 MX1252
 MX1252                          SUPERSEDED SURVEY CONTROL
 MX1252
 MX1252  NAD 83(1991)-  41 41 28.61381(N)    123 34 35.82363(W) AD(1984.00) 2
 MX1252  NAD 83(1986)-  41 41 28.61207(N)    123 34 35.82453(W) AD(1984.00) 2
 MX1252  NAD 27      -  41 41 29.18490(N)    123 34 31.60290(W) AD(       ) 2
 MX1252
 MX1252.Superseded values are not recommended for survey control.
 MX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1252.See file dsdata.txt to determine how the superseded data were derived.
 MX1252
 MX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5201615661(NAD 83)
 MX1252_MARKER: Z = SEE DESCRIPTION
 MX1252_SETTING: 0 = UNSPECIFIED SETTING
 MX1252
 MX1252  HISTORY     - Date     Condition        Report By
 MX1252  HISTORY     - 1952     MONUMENTED       CGS
 MX1252
 MX1252                          STATION DESCRIPTION
 MX1252
 MX1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1252'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE SOUTHWEST OF
 MX1252'HAPPY CAMP, 6 MILES AIRLINE WEST OF THE PICK-AW-ISH PUBLIC
 MX1252'CAMP ON THE KLAMATH RIVER, ON THE HIGHEST POINT OF A BARE
 MX1252'PEAK LOCALY KNOWN AS BEAR PEAK.
 MX1252'
 MX1252'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 MX1252'5740 1915 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 MX1252'ABOUT 2 INCHES.  IT IS 12.212 FEET, 3.722 METERS NORTHEAST OF
 MX1252'STATION BEAR PEAK.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3144 ***********************************************************************
 EV3144  DESIGNATION -  5745
 EV3144  PID         -  EV3144
 EV3144  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3144  USGS QUAD   -  LAKE ARROWHEAD (1996)
 EV3144
 EV3144                         *CURRENT SURVEY CONTROL
 EV3144  ___________________________________________________________________
 EV3144* NAD 83(1992)-  34 18 25.84134(N)    117 13 41.22466(W)     ADJUSTED  
 EV3144* NAVD 88     -      1750.     (meters)    5741.     (feet)  SCALED    
 EV3144  ___________________________________________________________________
 EV3144  EPOCH DATE  -        1991.35
 EV3144  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 EV3144  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EV3144  HORZ ORDER  -  SECOND
 EV3144
 EV3144.The horizontal coordinates were established by classical geodetic methods
 EV3144.and adjusted by the National Geodetic Survey in June 1996.
 EV3144.The horizontal coordinates are valid at the epoch date displayed above.
 EV3144.The epoch date for horizontal control is a decimal equivalence
 EV3144.of Year/Month/Day.
 EV3144
 EV3144.The orthometric height was scaled from a topographic map.
 EV3144
 EV3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV3144
 EV3144.The geoid height was determined by GEOID03.
 EV3144
 EV3144;                    North         East     Units Scale Factor Converg.
 EV3144;SPC CA 5     -   589,808.997 2,071,048.335   MT  0.99995194   +0 26 23.9
 EV3144;SPC CA 5     - 1,935,065.02  6,794,764.41   sFT  0.99995194   +0 26 23.9
 EV3144;UTM  11      - 3,796,239.686   479,009.912   MT  0.99960543   -0 07 42.9
 EV3144
 EV3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV3144!SPC CA 5     -   0.99973031  x   0.99995194  =   0.99968226
 EV3144!UTM  11      -   0.99973031  x   0.99960543  =   0.99933584
 EV3144
 EV3144                          SUPERSEDED SURVEY CONTROL
 EV3144
 EV3144  NAD 83(1986)-  34 18 25.84140(N)    117 13 41.22994(W) AD(1984.00) 2
 EV3144  NAD 27      -  34 18 25.82656(N)    117 13 38.07988(W) AD(       ) 2
 EV3144
 EV3144.Superseded values are not recommended for survey control.
 EV3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3144.See file dsdata.txt to determine how the superseded data were derived.
 EV3144
 EV3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7901096240(NAD 83)
 EV3144
 EV3144  HISTORY     - Date     Condition        Report By
 EV3144  HISTORY     - 1964     MONUMENTED       CGS
 EV3144
 EV3144                          STATION DESCRIPTION
 EV3144
 EV3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EV3144'SEE STATION PINNACLE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0767 ***********************************************************************
 LU0767  DESIGNATION -  5747.9 USGS
 LU0767  PID         -  LU0767
 LU0767  STATE/COUNTY-  CA/TRINITY
 LU0767  USGS QUAD   -  SHASTA BALLY (1978)
 LU0767
 LU0767                         *CURRENT SURVEY CONTROL
 LU0767  ___________________________________________________________________
 LU0767* NAD 83(1986)-  40 33 49.     (N)    122 44 30.     (W)     SCALED    
 LU0767* NAVD 88     -      1753.32   (+/-2cm)    5752.4    (feet)  VERTCON   
 LU0767  ___________________________________________________________________
 LU0767  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LU0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0767
 LU0767.The horizontal coordinates were scaled from a topographic map and have
 LU0767.an estimated accuracy of +/- 6 seconds.
 LU0767
 LU0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0767.The vertical order pertains to the NGVD 29 superseded value.
 LU0767
 LU0767.The geoid height was determined by GEOID03.
 LU0767
 LU0767;                    North         East    Units  Estimated Accuracy
 LU0767;SPC CA 1     -   636,870.    1,937,200.      MT  (+/- 180 meters Scaled)
 LU0767
 LU0767                          SUPERSEDED SURVEY CONTROL
 LU0767
 LU0767  NGVD 29 (??/??/92) 1752.366  (m)         5749.22   (f) ADJ UNCH    2 0
 LU0767
 LU0767.Superseded values are not recommended for survey control.
 LU0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0767.See file dsdata.txt to determine how the superseded data were derived.
 LU0767
 LU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK218903(NAD 83)
 LU0767_MARKER: Q = CHISELED SQUARE
 LU0767_SETTING: 80 = SET IN A BOULDER
 LU0767_SP_SET: BOULDER
 LU0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0767+STABILITY: SURFACE MOTION
 LU0767
 LU0767  HISTORY     - Date     Condition        Report By
 LU0767  HISTORY     - UNK      MONUMENTED       USGS
 LU0767  HISTORY     - 1949     GOOD             NGS
 LU0767
 LU0767                          STATION DESCRIPTION
 LU0767
 LU0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0767'16 MI S FROM BUCKHORN.
 LU0767'4.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM THE STORE AND GAS
 LU0767'STATION AT BUCKHORN, THENCE 11.7 MILES SOUTH ALONG THE BULLY
 LU0767'CHOOP ROAD, AT A SUMMIT, AT THE JUNCTION OF A DIRT ROAD LEADING
 LU0767'SOUTHWEST, A CHISELED SQUARE ON THE TOP OF A SMALL EMBEDDED
 LU0767'BOULDER, 27 FEET WEST OF THE CENTER LINE OF THE BULLY CHOOP
 LU0767'ROAD, 7 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD
 LU0767'LEADING SOUTHWEST, 24 FEET SOUTHEAST OF B.M. W 333, AND ABOUT
 LU0767'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0658 ***********************************************************************
 JR0658  DESIGNATION -  5769 RESET
 JR0658  PID         -  JR0658
 JR0658  STATE/COUNTY-  CA/TUOLUMNE
 JR0658  USGS QUAD   -  PINECREST (1979)
 JR0658
 JR0658                         *CURRENT SURVEY CONTROL
 JR0658  ___________________________________________________________________
 JR0658* NAD 83(1986)-  38 14 30.     (N)    119 59 43.     (W)     SCALED    
 JR0658* NAVD 88     -      1768.803  (meters)    5803.15   (feet)  POSTED    
 JR0658  ___________________________________________________________________
 JR0658  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JR0658  DYNAMIC HT  -        1766.930 (meters)    5797.00  (feet)  COMP
 JR0658  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 JR0658
 JR0658  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0658
 JR0658.The horizontal coordinates were scaled from a topographic map and have
 JR0658.an estimated accuracy of +/- 6 seconds.
 JR0658
 JR0658.The orthometric height was determined by differential leveling
 JR0658.and adjusted in October 2003.
 JR0658.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0658.rate of 1.1 thru 2.0 mm/km.
 JR0658
 JR0658.The geoid height was determined by GEOID03.
 JR0658
 JR0658.The dynamic height is computed by dividing the NAVD 88
 JR0658.geopotential number by the normal gravity value computed on the
 JR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0658.degrees latitude (g = 980.6199 gals.).
 JR0658
 JR0658.The modeled gravity was interpolated from observed gravity values.
 JR0658
 JR0658;                    North         East    Units  Estimated Accuracy
 JR0658;SPC CA 3     -   693,420.    2,044,180.      MT  (+/- 180 meters Scaled)
 JR0658
 JR0658                          SUPERSEDED SURVEY CONTROL
 JR0658
 JR0658  NGVD 29 (??/??/92) 1767.69   (m)         5799.5    (f) COMPUTED    1 2
 JR0658
 JR0658.Superseded values are not recommended for survey control.
 JR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0658.See file dsdata.txt to determine how the superseded data were derived.
 JR0658
 JR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC378368(NAD 83)
 JR0658_MARKER: DD = SURVEY DISK
 JR0658_SETTING: 80 = SET IN A BOULDER
 JR0658_SP_SET: BOULDER
 JR0658_STAMPING: 5769 RESET 1949
 JR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0658+STABILITY: SURFACE MOTION
 JR0658
 JR0658  HISTORY     - Date     Condition        Report By
 JR0658  HISTORY     - 1949     MONUMENTED       USGS
 JR0658  HISTORY     - 1957     GOOD             NGS
 JR0658
 JR0658                          STATION DESCRIPTION
 JR0658
 JR0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0658'5.2 MI N FROM STRAWBERRY.
 JR0658'5.2 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AT
 JR0658'STRAWBERRY, IN R 18 E, T 5 N, IN THE SOUTHEAST QUARTER OF SECTION
 JR0658'33, AT THE CROSSING OF COW CREEK, IN THE TOP OF A 4-BY 8-FOOT
 JR0658'GRANITE BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND,
 JR0658'102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET NORTHEAST
 JR0658'(SLOPE MEASUREMENT) OF THE CENTER OF THE EAST CONCRETE HEAD
 JR0658'WALL OF A 72-INCH CORRUGATED METAL PIPE CULVERT, 18 FEET SOUTH
 JR0658'OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, ABOUT 35 FEET
 JR0658'HIGHER THAN THE CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1183 ***********************************************************************
 MX1183  DESIGNATION -  5770
 MX1183  PID         -  MX1183
 MX1183  STATE/COUNTY-  CA/SISKIYOU
 MX1183  USGS QUAD   -  HAPPY CAMP (1980)
 MX1183
 MX1183                         *CURRENT SURVEY CONTROL
 MX1183  ___________________________________________________________________
 MX1183* NAD 83(1992)-  41 48 08.46564(N)    123 29 54.67497(W)     ADJUSTED  
 MX1183* NAVD 88     -      1752.     (meters)    5748.     (feet)  SCALED    
 MX1183  ___________________________________________________________________
 MX1183  EPOCH DATE  -        1991.35
 MX1183  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MX1183  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 MX1183  HORZ ORDER  -  SECOND
 MX1183
 MX1183.The horizontal coordinates were established by classical geodetic methods
 MX1183.and adjusted by the National Geodetic Survey in March 1994.
 MX1183.The horizontal coordinates are valid at the epoch date displayed above.
 MX1183.The epoch date for horizontal control is a decimal equivalence
 MX1183.of Year/Month/Day.
 MX1183
 MX1183.The orthometric height was scaled from a topographic map.
 MX1183
 MX1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1183
 MX1183.The geoid height was determined by GEOID03.
 MX1183
 MX1183;                    North         East     Units Scale Factor Converg.
 MX1183;SPC CA 1     -   775,233.634 1,875,464.381   MT  1.00003729   -0 58 47.5
 MX1183;SPC CA 1     - 2,543,412.35  6,153,086.06   sFT  1.00003729   -0 58 47.5
 MX1183;UTM  10      - 4,627,952.019   458,586.117   MT  0.99962110   -0 19 56.3
 MX1183
 MX1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1183!SPC CA 1     -   0.99972920  x   1.00003729  =   0.99976648
 MX1183!UTM  10      -   0.99972920  x   0.99962110  =   0.99935041
 MX1183
 MX1183                          SUPERSEDED SURVEY CONTROL
 MX1183
 MX1183  NAD 83(1991)-  41 48 08.46015(N)    123 29 54.67624(W) AD(1984.00) 2
 MX1183  NAD 83(1986)-  41 48 08.45835(N)    123 29 54.67771(W) AD(1984.00) 2
 MX1183  NAD 27      -  41 48 09.02320(N)    123 29 50.47130(W) AD(       ) 2
 MX1183
 MX1183.Superseded values are not recommended for survey control.
 MX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1183.See file dsdata.txt to determine how the superseded data were derived.
 MX1183
 MX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM5858627952(NAD 83)
 MX1183_MARKER: Z = SEE DESCRIPTION
 MX1183_SETTING: 0 = UNSPECIFIED SETTING
 MX1183
 MX1183  HISTORY     - Date     Condition        Report By
 MX1183  HISTORY     - 1952     MONUMENTED       CGS
 MX1183
 MX1183                          STATION DESCRIPTION
 MX1183
 MX1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1183'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE WEST OF HAPPY
 MX1183'CAMP, BETWEEN DOOLITTLE CREEK AND BOULDER CREEK, ON THE HIGHEST
 MX1183'PART OF BALDY MOUNTAIN.
 MX1183'
 MX1183'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED 5770
 MX1183'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 MX1183'6 FEET.  IT IS 118.208 FEET, 36.030 METERS SOUTH SOUTHEAST OF
 MX1183'STATION BALDY MTN.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0174 ***********************************************************************
 KS0174  DESIGNATION -  5791 USGS
 KS0174  PID         -  KS0174
 KS0174  STATE/COUNTY-  CA/NEVADA
 KS0174  USGS QUAD   -  HOBART MILLS (1981)
 KS0174
 KS0174                         *CURRENT SURVEY CONTROL
 KS0174  ___________________________________________________________________
 KS0174* NAD 83(1986)-  39 23 12.     (N)    120 09 44.     (W)     SCALED    
 KS0174* NAVD 88     -      1766.264  (meters)    5794.82   (feet)  ADJUSTED  
 KS0174  ___________________________________________________________________
 KS0174  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 KS0174  DYNAMIC HT  -        1764.517 (meters)    5789.09  (feet)  COMP
 KS0174  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 KS0174
 KS0174  VERT ORDER  -  SECOND    CLASS 0
 KS0174
 KS0174.The horizontal coordinates were scaled from a topographic map and have
 KS0174.an estimated accuracy of +/- 6 seconds.
 KS0174
 KS0174.The orthometric height was determined by differential leveling
 KS0174.and adjusted in June 1991.
 KS0174
 KS0174.The geoid height was determined by GEOID03.
 KS0174
 KS0174.The dynamic height is computed by dividing the NAVD 88
 KS0174.geopotential number by the normal gravity value computed on the
 KS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0174.degrees latitude (g = 980.6199 gals.).
 KS0174
 KS0174.The modeled gravity was interpolated from observed gravity values.
 KS0174
 KS0174;                    North         East    Units  Estimated Accuracy
 KS0174;SPC CA 2     -   692,530.    2,158,310.      MT  (+/- 180 meters Scaled)
 KS0174
 KS0174                          SUPERSEDED SURVEY CONTROL
 KS0174
 KS0174  NGVD 29 (??/??/??) 1765.066  (m)         5790.89   (f) ADJUSTED    2 0
 KS0174
 KS0174.Superseded values are not recommended for survey control.
 KS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0174.See file dsdata.txt to determine how the superseded data were derived.
 KS0174
 KS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ444635(NAD 83)
 KS0174_MARKER: Q = CHISELED SQUARE
 KS0174_SETTING: 80 = SET IN A BOULDER
 KS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0174+STABILITY: SURFACE MOTION
 KS0174
 KS0174  HISTORY     - Date     Condition        Report By
 KS0174  HISTORY     - UNK      MONUMENTED       USGS
 KS0174  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0174  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0174
 KS0174                          STATION DESCRIPTION
 KS0174
 KS0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0174'1.8 MI S FROM HOBART MILLS.
 KS0174'1.8 MILES SOUTH ALONG STATE HIGHWAY 89 FROM HOBART MILLS, NEVADA
 KS0174'COUNTY, NEAR THE SUMMIT OF A GRADE, SOUTH OF THE ROAD, WEST OF A
 KS0174'DRAIN, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
 KS0174
 KS0174                          STATION RECOVERY (2004)
 KS0174
 KS0174'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0124 ***********************************************************************
 LV0124  DESIGNATION -  58
 LV0124  PID         -  LV0124
 LV0124  STATE/COUNTY-  CA/DEL NORTE
 LV0124  USGS QUAD   -  SISTER ROCKS (1966)
 LV0124
 LV0124                         *CURRENT SURVEY CONTROL
 LV0124  ___________________________________________________________________
 LV0124* NAD 83(1986)-  41 44 38.     (N)    124 12 10.     (W)     SCALED    
 LV0124* NAVD 88     -        18.783  (meters)      61.62   (feet)  ADJUSTED  
 LV0124  ___________________________________________________________________
 LV0124  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 LV0124  DYNAMIC HT  -          18.777 (meters)      61.60  (feet)  COMP
 LV0124  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LV0124
 LV0124  VERT ORDER  -  FIRST     CLASS II
 LV0124
 LV0124.The horizontal coordinates were scaled from a topographic map and have
 LV0124.an estimated accuracy of +/- 6 seconds.
 LV0124
 LV0124.The orthometric height was determined by differential leveling
 LV0124.and adjusted in June 1991.
 LV0124
 LV0124.The geoid height was determined by GEOID03.
 LV0124
 LV0124.The dynamic height is computed by dividing the NAVD 88
 LV0124.geopotential number by the normal gravity value computed on the
 LV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0124.degrees latitude (g = 980.6199 gals.).
 LV0124
 LV0124.The modeled gravity was interpolated from observed gravity values.
 LV0124
 LV0124;                    North         East    Units  Estimated Accuracy
 LV0124;SPC CA 1     -   769,980.    1,816,780.      MT  (+/- 180 meters Scaled)
 LV0124
 LV0124                          SUPERSEDED SURVEY CONTROL
 LV0124
 LV0124  NGVD 29 (??/??/??)   17.751  (m)           58.24   (f) ADJUSTED    1 2
 LV0124
 LV0124.Superseded values are not recommended for survey control.
 LV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0124.See file dsdata.txt to determine how the superseded data were derived.
 LV0124
 LV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM999220(NAD 83)
 LV0124_MARKER: DD = SURVEY DISK
 LV0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0124_SP_SET: CONCRETE FOUNDATION
 LV0124_STAMPING: 58 1915
 LV0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0124+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 LV0124
 LV0124  HISTORY     - Date     Condition        Report By
 LV0124  HISTORY     - 1915     MONUMENTED       USGS
 LV0124  HISTORY     - 1967     SEE DESCRIPTION  NGS
 LV0124  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0124  HISTORY     - 20070817 GOOD             BLM
 LV0124
 LV0124                          STATION DESCRIPTION
 LV0124
 LV0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0124'AT CRESCENT CITY.
 LV0124'AT CRESCENT CITY, AT THE CRESCENT CITY LIGHTHOUSE MUSEUM, ABOUT
 LV0124'0.2 MILE SOUTHWEST OF THE JUNCTION OF BATTERY AND A STREETS, IN
 LV0124'THE TOP OF THE CONCRETE FOUNDATION FOR A FLAG POLE, ABOUT 0.15
 LV0124'MILE WEST OF THE NORTH END OF A CONCRETE BREAKWATER, 60 FEET
 LV0124'NORTHEAST OF THE NORTHEAST CORNER OF THE LIGHTHOUSE BUILDING,
 LV0124'2.0 FEET SOUTHEAST OF THE FLAG POLE.  NOTE-- THE MARK AND
 LV0124'LIGHTHOUSE IS ON A SMALL ISLAND AND CAN ONLY BE REACHED AT LOW
 LV0124'TIDE.
 LV0124
 LV0124                          STATION RECOVERY (1988)
 LV0124
 LV0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0124'THE FLAGPOLE BASE LOOKS LIKE IT HAS BEEN RECENTLY COVERED WITH
 LV0124'3-INCHES OF NEW CEMENT.
 LV0124
 LV0124                          STATION RECOVERY (2007)
 LV0124
 LV0124'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2007 (DHH)
 LV0124'STATION MARK FOUND IN GOOD CONDITION, CEMENT PAD COVERING MARK IN 1983
 LV0124'HAS BEEN REMOVED.
 LV0124' 
 LV0124'FLAG POLE BEARS N 68 W 1.9 FT. DIST.
 LV0124' 
 LV0124'TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1449 ***********************************************************************
 GT1449  DESIGNATION -  58
 GT1449  PID         -  GT1449
 GT1449  STATE/COUNTY-  CA/FRESNO
 GT1449  USGS QUAD   -  MALAGA (1981)
 GT1449
 GT1449                         *CURRENT SURVEY CONTROL
 GT1449  ___________________________________________________________________
 GT1449* NAD 83(1986)-  36 43 17.     (N)    119 44 44.     (W)     SCALED    
 GT1449* NAVD 88     -        91.38   (+/-2cm)     299.8    (feet)  VERTCON   
 GT1449  ___________________________________________________________________
 GT1449  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 GT1449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT1449
 GT1449.The horizontal coordinates were scaled from a topographic map and have
 GT1449.an estimated accuracy of +/- 6 seconds.
 GT1449
 GT1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1449.The vertical order pertains to the NGVD 29 superseded value.
 GT1449
 GT1449.The geoid height was determined by GEOID03.
 GT1449
 GT1449;                    North         East    Units  Estimated Accuracy
 GT1449;SPC CA 4     -   654,280.    1,933,400.      MT  (+/- 180 meters Scaled)
 GT1449
 GT1449                          SUPERSEDED SURVEY CONTROL
 GT1449
 GT1449  NGVD 29 (??/??/92)   90.610  (m)          297.28   (f) ADJ UNCH    2 0
 GT1449
 GT1449.Superseded values are not recommended for survey control.
 GT1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1449.See file dsdata.txt to determine how the superseded data were derived.
 GT1449
 GT1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA547674(NAD 83)
 GT1449_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 GT1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT1449_SP_SET: CULVERT
 GT1449_STAMPING: 58
 GT1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT1449
 GT1449  HISTORY     - Date     Condition        Report By
 GT1449  HISTORY     - UNK      MONUMENTED       CA1370
 GT1449  HISTORY     - 1959     GOOD             NGS
 GT1449
 GT1449                          STATION DESCRIPTION
 GT1449
 GT1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT1449'3 MI SE FROM FRESNO.
 GT1449'2.95 MILES SOUTHEAST AND EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 GT1449'FROM THE STATION AT FRESNO, AT THE CROSSING OF MAPLE AVENUE, AT
 GT1449'A 48-INCH CULVERT UNDER THE AVENUE, IN THE TOP OF THE SOUTH
 GT1449'END OF THE WEST CONCRETE HEADWALL, 15 FEET NORTH OF THE NORTH
 GT1449'RAIL, 18 FEET WEST OF THE CENTER LINE OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1359 ***********************************************************************
 JS1359  DESIGNATION -  58
 JS1359  PID         -  JS1359
 JS1359  STATE/COUNTY-  CA/SACRAMENTO
 JS1359  USGS QUAD   -  CARBONDALE (1993)
 JS1359
 JS1359                         *CURRENT SURVEY CONTROL
 JS1359  ___________________________________________________________________
 JS1359* NAD 83(1986)-  38 25 14.     (N)    121 02 42.     (W)     SCALED    
 JS1359* NAVD 88     -        57.74   (+/-2cm)     189.4    (feet)  VERTCON   
 JS1359  ___________________________________________________________________
 JS1359  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JS1359  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1359
 JS1359.The horizontal coordinates were scaled from a topographic map and have
 JS1359.an estimated accuracy of +/- 6 seconds.
 JS1359
 JS1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1359.The vertical order pertains to the NGVD 29 superseded value.
 JS1359
 JS1359.The geoid height was determined by GEOID03.
 JS1359
 JS1359;                    North         East    Units  Estimated Accuracy
 JS1359;SPC CA 2     -   584,130.    2,083,400.      MT  (+/- 180 meters Scaled)
 JS1359
 JS1359                          SUPERSEDED SURVEY CONTROL
 JS1359
 JS1359  NGVD 29 (??/??/92)   57.026  (m)          187.09   (f) ADJ UNCH    1 2
 JS1359
 JS1359.Superseded values are not recommended for survey control.
 JS1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1359.See file dsdata.txt to determine how the superseded data were derived.
 JS1359
 JS1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH706542(NAD 83)
 JS1359_MARKER: DB = BENCH MARK DISK
 JS1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1359+STABILITY: SURFACE MOTION
 JS1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS1359+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 JS1359
 JS1359  HISTORY     - Date     Condition        Report By
 JS1359  HISTORY     - UNK      MONUMENTED       CGS
 JS1359  HISTORY     - 1949     GOOD             NGS
 JS1359  HISTORY     - 20040413 GOOD             CADT
 JS1359
 JS1359                          STATION DESCRIPTION
 JS1359
 JS1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS1359'3.7 MI W FROM CARBONDALE.
 JS1359'0.9 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE SECTION HOUSE
 JS1359'AT CARBONDALE, THENCE 2.8 MILES NORTHWEST ALONG THE IONE-SACRAMENTO
 JS1359'HIGHWAY, 146 FEET SOUTHEAST OF THE CENTER OF THE SOUTHWEST END
 JS1359'OF A 42-INCH METAL PIPE CULVERT, 34 FEET WEST OF THE JUNCTION
 JS1359'OF THE CENTER LINES OF THE HIGHWAY AND A DIRT ROAD LEADING EAST,
 JS1359'29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET
 JS1359'WEST OF A WITNESS POST, 1.6 FEET NORTHEAST OF A FENCE, ABOUT
 JS1359'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JS1359'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 JS1359
 JS1359                          STATION RECOVERY (2004)
 JS1359
 JS1359'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0721 ***********************************************************************
 HT0721  DESIGNATION -  58
 HT0721  PID         -  HT0721
 HT0721  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0721  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0721
 HT0721                         *CURRENT SURVEY CONTROL
 HT0721  ___________________________________________________________________
 HT0721* NAD 83(1986)-  37 48 27.     (N)    122 25 19.     (W)     SCALED    
 HT0721* NAVD 88     -         3.563  (meters)      11.69   (feet)  ADJUSTED  
 HT0721  ___________________________________________________________________
 HT0721  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HT0721  DYNAMIC HT  -           3.561 (meters)      11.68  (feet)  COMP
 HT0721  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HT0721
 HT0721  VERT ORDER  -  FIRST     CLASS I
 HT0721
 HT0721.The horizontal coordinates were scaled from a topographic map and have
 HT0721.an estimated accuracy of +/- 6 seconds.
 HT0721
 HT0721.The orthometric height was determined by differential leveling
 HT0721.and adjusted in June 1991.
 HT0721
 HT0721.The geoid height was determined by GEOID03.
 HT0721
 HT0721.The dynamic height is computed by dividing the NAVD 88
 HT0721.geopotential number by the normal gravity value computed on the
 HT0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT0721.degrees latitude (g = 980.6199 gals.).
 HT0721
 HT0721.The modeled gravity was interpolated from observed gravity values.
 HT0721
 HT0721;                    North         East    Units  Estimated Accuracy
 HT0721;SPC CA 3     -   646,850.    1,830,770.      MT  (+/- 180 meters Scaled)
 HT0721
 HT0721                          SUPERSEDED SURVEY CONTROL
 HT0721
 HT0721  NGVD 29 (10/21/93)    2.730  (m)            8.96   (f) ADJUSTED    1 1
 HT0721
 HT0721.Superseded values are not recommended for survey control.
 HT0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0721.See file dsdata.txt to determine how the superseded data were derived.
 HT0721
 HT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG508846(NAD 83)
 HT0721_MARKER: DD = SURVEY DISK
 HT0721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0721_SP_SET: SIDEWALK
 HT0721_STAMPING: 58 1939
 HT0721_MARK LOGO: USE   
 HT0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0721+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 HT0721
 HT0721  HISTORY     - Date     Condition        Report By
 HT0721  HISTORY     - 1939     MONUMENTED       DOD
 HT0721  HISTORY     - 1956     GOOD             NGS
 HT0721  HISTORY     - 1969     GOOD             NGS
 HT0721  HISTORY     - 19880919 GOOD             NGS
 HT0721
 HT0721                          STATION DESCRIPTION
 HT0721
 HT0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0721'AT SAN FRANCISCO.
 HT0721'AT SAN FRANCISCO, ON JEFFERSON STREET, ABOUT 131 YARDS WEST OF THE
 HT0721'JUNCTION OF HYDE STREET, IN THE TOP OF A CONCRETE SIDEWALK, 157.4
 HT0721'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SAN FRANCISCO
 HT0721'ROWING CLUB BUILDING, 20 FEET SOUTH OF THE SECOND GRANITE LIGHT
 HT0721'POLE (NO 2) SOUTHWEST OF THE ROWING CLUB BUILDING, 9 FEET NORTHWEST
 HT0721'OF THE CENTER LINE OF THE PROLONGATION OF JEFFERSON STREET, 6.5
 HT0721'FEET SOUTHWEST OF A 10-INCH STEEL GUARDRAIL, 3.1 FEET NORTHWEST
 HT0721'OF THE NORTHWEST RAIL OF A RAILROAD TRACK LEADING WEST TO FORT
 HT0721'MASON, AND ABOUT LEVEL WITH THE STREET.
 HT0721
 HT0721                          STATION RECOVERY (1969)
 HT0721
 HT0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0721'RECOVERED IN GOOD CONDITION.
 HT0721
 HT0721                          STATION RECOVERY (1988)
 HT0721
 HT0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0721'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--6.5
 HT0721'FEET SOUTHWEST OF A 10-INCH GUARDRAIL.  ADD--10.9 M (35.8 FT) WEST OF
 HT0721'A BARRICADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0890 ***********************************************************************
 JT0890  DESIGNATION -  58
 JT0890  PID         -  JT0890
 JT0890  STATE/COUNTY-  CA/SONOMA
 JT0890  USGS QUAD   -  CAMP MEEKER (1971)
 JT0890
 JT0890                         *CURRENT SURVEY CONTROL
 JT0890  ___________________________________________________________________
 JT0890* NAD 83(1986)-  38 29 27.     (N)    122 53 12.     (W)     SCALED    
 JT0890* NAVD 88     -        20.16   (+/-2cm)      66.1    (feet)  VERTCON   
 JT0890  ___________________________________________________________________
 JT0890  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JT0890  VERT ORDER  -  THIRD (See Below)
 JT0890
 JT0890.The horizontal coordinates were scaled from a topographic map and have
 JT0890.an estimated accuracy of +/- 6 seconds.
 JT0890
 JT0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0890.The vertical order pertains to the NGVD 29 superseded value.
 JT0890
 JT0890.The geoid height was determined by GEOID03.
 JT0890
 JT0890;                    North         East    Units  Estimated Accuracy
 JT0890;SPC CA 2     -   591,870.    1,922,650.      MT  (+/- 180 meters Scaled)
 JT0890
 JT0890                          SUPERSEDED SURVEY CONTROL
 JT0890
 JT0890  NGVD 29 (??/??/??)   19.29   (m)           63.3    (f) RESET       3  
 JT0890
 JT0890.Superseded values are not recommended for survey control.
 JT0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0890.See file dsdata.txt to determine how the superseded data were derived.
 JT0890
 JT0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH098602(NAD 83)
 JT0890_MARKER: P = PIPE CAP
 JT0890_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT0890_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT0890_STAMPING: 58
 JT0890_MARK LOGO: USGS  
 JT0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0890
 JT0890  HISTORY     - Date     Condition        Report By
 JT0890  HISTORY     - UNK      MONUMENTED       USGS
 JT0890  HISTORY     - 1935     GOOD             CGS
 JT0890  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT0890
 JT0890                          STATION DESCRIPTION
 JT0890
 JT0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT0890'1.5 MI NE FROM FORESTVILLE.
 JT0890'1.5 MILES NORTHEAST ALONG THE HEALDSBURG ROAD FROM FORESTVILLE,
 JT0890'SONOMA COUNTY, 114 FEET WEST OF THE NORTHWESTERN PACIFIC
 JT0890'RAILROAD STATION, 25 YARDS NORTH OF THE CENTERLINE OF THE
 JT0890'ROAD, 52 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT
 JT0890'STRUCTURE 62-L, AND 25 FEET NORTH OF THE CENTERLINE OF A
 JT0890'SIDETRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JT0890'STAMPED---58---, AND RIVETED ON THE TOP OF AN IRON PIPE.
 JT0890
 JT0890                          STATION RECOVERY (1960)
 JT0890
 JT0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1010 ***********************************************************************
 EW1010  DESIGNATION -  58 14 LACFCD
 EW1010  PID         -  EW1010
 EW1010  STATE/COUNTY-  CA/LOS ANGELES
 EW1010  USGS QUAD   -  EL MONTE (1994)
 EW1010
 EW1010                         *CURRENT SURVEY CONTROL
 EW1010  ___________________________________________________________________
 EW1010* NAD 83(1986)-  34 05 42.     (N)    118 05 15.     (W)     SCALED    
 EW1010* NAVD 88     -       119.50   (+/-2cm)     392.1    (feet)  VERTCON   
 EW1010  ___________________________________________________________________
 EW1010  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EW1010  VERT ORDER  -  THIRD (See Below)
 EW1010
 EW1010.The horizontal coordinates were scaled from a topographic map and have
 EW1010.an estimated accuracy of +/- 6 seconds.
 EW1010
 EW1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1010.The vertical order pertains to the NGVD 29 superseded value.
 EW1010
 EW1010.The geoid height was determined by GEOID03.
 EW1010
 EW1010;                    North         East    Units  Estimated Accuracy
 EW1010;SPC CA 5     -   566,000.    1,991,930.      MT  (+/- 180 meters Scaled)
 EW1010
 EW1010                          SUPERSEDED SURVEY CONTROL
 EW1010
 EW1010  NGVD 29 (??/??/??)  118.77   (m)          389.7    (f) RESET       3  
 EW1010
 EW1010.Superseded values are not recommended for survey control.
 EW1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1010.See file dsdata.txt to determine how the superseded data were derived.
 EW1010
 EW1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT996732(NAD 83)
 EW1010_MARKER: DD = SURVEY DISK
 EW1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW1010_SP_SET: ABUTMENT
 EW1010_STAMPING: 58-14 58-14
 EW1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1010
 EW1010  HISTORY     - Date     Condition        Report By
 EW1010  HISTORY     - UNK      MONUMENTED       CA-037
 EW1010  HISTORY     - 1961     GOOD             NGS
 EW1010
 EW1010                          STATION DESCRIPTION
 EW1010
 EW1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1010'1.2 MI SE FROM SAN GABRIEL.
 EW1010'1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW1010'FROM THE CITY HALL AT SAN GABRIEL, IN THE TOP OF THE SOUTH END
 EW1010'OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE 491.39, 29 FEET
 EW1010'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE, 20.0 FEET
 EW1010'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1506 ***********************************************************************
 KS1506  DESIGNATION -  58 63 CADH 1971
 KS1506  PID         -  KS1506
 KS1506  STATE/COUNTY-  CA/PLUMAS
 KS1506  USGS QUAD   -  JOHNSVILLE (1994)
 KS1506
 KS1506                         *CURRENT SURVEY CONTROL
 KS1506  ___________________________________________________________________
 KS1506* NAD 83(1992)-  39 52 05.16748(N)    120 42 05.64450(W)     ADJUSTED  
 KS1506* NAVD 88     -      1294.0    (meters)    4245.     (feet)  VERTCON   
 KS1506  ___________________________________________________________________
 KS1506  EPOCH DATE  -        1991.35
 KS1506  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 KS1506  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 KS1506  HORZ ORDER  -  SECOND
 KS1506
 KS1506.The horizontal coordinates were established by classical geodetic methods
 KS1506.and adjusted by the National Geodetic Survey in March 1994.
 KS1506.The horizontal coordinates are valid at the epoch date displayed above.
 KS1506.The epoch date for horizontal control is a decimal equivalence
 KS1506.of Year/Month/Day.
 KS1506
 KS1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS1506
 KS1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1506
 KS1506.The geoid height was determined by GEOID03.
 KS1506
 KS1506;                    North         East     Units Scale Factor Converg.
 KS1506;SPC CA 1     -   560,204.455 2,111,091.076   MT  1.00003582   +0 50 56.5
 KS1506;SPC CA 1     - 1,837,937.45  6,926,137.97   sFT  1.00003582   +0 50 56.5
 KS1506;SPC CA 2     -   745,175.101 2,111,088.286   MT  1.00000813   +0 49 07.0
 KS1506;SPC CA 2     - 2,444,795.31  6,926,128.82   sFT  1.00000813   +0 49 07.0
 KS1506;UTM  10      - 4,415,646.252   696,579.941   MT  1.00007576   +1 28 25.7
 KS1506
 KS1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1506!SPC CA 1     -   0.99980069  x   1.00003582  =   0.99983650
 KS1506!SPC CA 2     -   0.99980069  x   1.00000813  =   0.99980882
 KS1506!UTM  10      -   0.99980069  x   1.00007576  =   0.99987643
 KS1506
 KS1506:                Primary Azimuth Mark                     Grid Az
 KS1506:SPC CA 1     -  LIEB                                     162 59 55.4
 KS1506:SPC CA 2     -  LIEB                                     163 01 44.9
 KS1506:UTM  10      -  LIEB                                     162 22 26.2
 KS1506
 KS1506|---------------------------------------------------------------------|
 KS1506| PID    Reference Object                     Distance      Geod. Az  |
 KS1506|                                                           dddmmss.s |
 KS1506| KS1505 LIEB                                APPROX. 0.9 KM 1635051.9 |
 KS1506|---------------------------------------------------------------------|
 KS1506
 KS1506                          SUPERSEDED SURVEY CONTROL
 KS1506
 KS1506  NAD 83(1986)-  39 52 05.16858(N)    120 42 05.63975(W) AD(1984.00) 2
 KS1506  NAD 27      -  39 52 05.54572(N)    120 42 01.83171(W) AD(       ) 2
 KS1506  NGVD 29 (07/19/86) 1293.0    (m)         4242.     (f) VERT ANG    3  
 KS1506
 KS1506.Superseded values are not recommended for survey control.
 KS1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1506.See file dsdata.txt to determine how the superseded data were derived.
 KS1506
 KS1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK9658015646(NAD 83)
 KS1506_MARKER: DD = SURVEY DISK
 KS1506_SETTING: 0 = UNSPECIFIED SETTING
 KS1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS1506
 KS1506  HISTORY     - Date     Condition        Report By
 KS1506  HISTORY     - 1971     MONUMENTED       CADT
 KS1506
 KS1506                          STATION DESCRIPTION
 KS1506
 KS1506'DESCRIBED BY CALTRANS 1971
 KS1506'THE STATION IS LOCATED ABOUT 5.3 MILES SOUTHEAST OF SPRING GARDEN
 KS1506'ALONG STATE HIGHWAY 70, AT P.M. 58.63 AND ABOUT 0.8 MILE NORTHWEST
 KS1506'OF THE CROMBERG POST OFFICE ALONG HIGHWAY 70.
 KS1506'
 KS1506'THE STATION IS AT THE SOUTHEAST END OF A LONG TANGENT ON THE
 KS1506'HIGHWAY, 37 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1
 KS1506'FOOT LOWER THAN THE HIGHWAY, 89 FEET NORTH OF POWER POLE 46 AND
 KS1506'11 FEET SOUTHWEST OF A TRIPLE 10-INCH CEDAR TREE.  A STD. DIVISION
 KS1506'OF HIGHWAYS DISK, STAMPED 58.63 1971 AND SET IN A 10-INCH
 KS1506'CONCRETE MONUMENT FLUSH WITH SURFACE AND MARKED BY A SURVEY
 KS1506'MONUMENT MARKER SIGN 2.8 FEET NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9150 ***********************************************************************
 JT9150  DESIGNATION -  58 A
 JT9150  PID         -  JT9150
 JT9150  STATE/COUNTY-  CA/NAPA
 JT9150  USGS QUAD   -  NAPA (1980)
 JT9150
 JT9150                         *CURRENT SURVEY CONTROL
 JT9150  ___________________________________________________________________
 JT9150* NAD 83(1986)-  38 18 24.     (N)    122 18 52.     (W)     SCALED    
 JT9150* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 JT9150  ___________________________________________________________________
 JT9150  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9150  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9150
 JT9150.The horizontal coordinates were scaled from a topographic map and have
 JT9150.an estimated accuracy of +/- 6 seconds.
 JT9150
 JT9150.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9150.The vertical order pertains to the NGVD 29 superseded value.
 JT9150
 JT9150.The geoid height was determined by GEOID03.
 JT9150
 JT9150;                    North         East    Units  Estimated Accuracy
 JT9150;SPC CA 2     -   571,090.    1,972,500.      MT  (+/- 180 meters Scaled)
 JT9150
 JT9150                          SUPERSEDED SURVEY CONTROL
 JT9150
 JT9150  NGVD 29 (??/??/92)   21.05   (m)           69.1    (f) COMPUTED    2 2
 JT9150
 JT9150.Superseded values are not recommended for survey control.
 JT9150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9150.See file dsdata.txt to determine how the superseded data were derived.
 JT9150
 JT9150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599400(NAD 83)
 JT9150_MARKER: DD = SURVEY DISK
 JT9150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9150_SP_SET: CONCRETE POST
 JT9150_MARK LOGO: CA2330
 JT9150_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9150+STABILITY: SURFACE MOTION
 JT9150
 JT9150  HISTORY     - Date     Condition        Report By
 JT9150  HISTORY     - 1971     MONUMENTED       CA2330
 JT9150
 JT9150                          STATION DESCRIPTION
 JT9150
 JT9150'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9150'ALONG WEST LINCOLN, 675 FT (205.7 M) WEST OF WEST F, NORTH OF
 JT9150'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2007 ***********************************************************************
 JS2007  DESIGNATION -  58 B
 JS2007  PID         -  JS2007
 JS2007  STATE/COUNTY-  CA/SOLANO
 JS2007  USGS QUAD   -  BIRDS LANDING (1992)
 JS2007
 JS2007                         *CURRENT SURVEY CONTROL
 JS2007  ___________________________________________________________________
 JS2007* NAD 83(1986)-  38 08 02.     (N)    121 52 18.     (W)     SCALED    
 JS2007* NAVD 88     -        18.48   (+/-2cm)      60.6    (feet)  VERTCON   
 JS2007  ___________________________________________________________________
 JS2007  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 JS2007  VERT ORDER  -  THIRD (See Below)
 JS2007
 JS2007.The horizontal coordinates were scaled from a topographic map and have
 JS2007.an estimated accuracy of +/- 6 seconds.
 JS2007
 JS2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2007.The vertical order pertains to the NGVD 29 superseded value.
 JS2007
 JS2007.The geoid height was determined by GEOID03.
 JS2007
 JS2007;                    North         East    Units  Estimated Accuracy
 JS2007;SPC CA 2     -   551,870.    2,011,250.      MT  (+/- 180 meters Scaled)
 JS2007
 JS2007                          SUPERSEDED SURVEY CONTROL
 JS2007
 JS2007  NGVD 29 (??/??/??)   17.71   (m)           58.1    (f) RESET       3  
 JS2007
 JS2007.Superseded values are not recommended for survey control.
 JS2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2007.See file dsdata.txt to determine how the superseded data were derived.
 JS2007
 JS2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH988212(NAD 83)
 JS2007_MARKER: P = PIPE CAP
 JS2007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS2007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS2007_STAMPING: 58 B F 1905 19
 JS2007_MARK LOGO: USGS  
 JS2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2007
 JS2007  HISTORY     - Date     Condition        Report By
 JS2007  HISTORY     - 1905     MONUMENTED       USGS
 JS2007  HISTORY     - 1963     GOOD             CGS
 JS2007  HISTORY     - 1964     GOOD             CGS
 JS2007
 JS2007                          STATION DESCRIPTION
 JS2007
 JS2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JS2007'AT BIRDS LANDING.
 JS2007'AT BIRDS LANDING, 0.25 MILE NORTHEAST OF THE MONTEZUMA UNION
 JS2007'ELEMENTARY SCHOOL, 312 FEET NORTH OF THE CENTER OF A CROSS ROAD
 JS2007'NEAR THE GENERAL STORE AND POST OFFICE, 29.0 FEET WEST OF THE
 JS2007'CENTERLINE OF SHILOH ROAD, 2.0 FEET SOUTH OF A WOODEN WITNESS
 JS2007'POST, 0.3 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD,
 JS2007'AND RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.4
 JS2007'FOOT ABOVE THE GROUND.
 JS2007
 JS2007                          STATION RECOVERY (1964)
 JS2007
 JS2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JS2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9151 ***********************************************************************
 JT9151  DESIGNATION -  58 B
 JT9151  PID         -  JT9151
 JT9151  STATE/COUNTY-  CA/NAPA
 JT9151  USGS QUAD   -  NAPA (1980)
 JT9151
 JT9151                         *CURRENT SURVEY CONTROL
 JT9151  ___________________________________________________________________
 JT9151* NAD 83(1986)-  38 18 24.     (N)    122 18 52.     (W)     SCALED    
 JT9151* NAVD 88     -        23.06   (+/-2cm)      75.7    (feet)  VERTCON   
 JT9151  ___________________________________________________________________
 JT9151  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9151  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9151
 JT9151.The horizontal coordinates were scaled from a topographic map and have
 JT9151.an estimated accuracy of +/- 6 seconds.
 JT9151
 JT9151.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9151.The vertical order pertains to the NGVD 29 superseded value.
 JT9151
 JT9151.The geoid height was determined by GEOID03.
 JT9151
 JT9151;                    North         East    Units  Estimated Accuracy
 JT9151;SPC CA 2     -   571,090.    1,972,500.      MT  (+/- 180 meters Scaled)
 JT9151
 JT9151                          SUPERSEDED SURVEY CONTROL
 JT9151
 JT9151  NGVD 29 (??/??/92)   22.28   (m)           73.1    (f) COMPUTED    2 2
 JT9151
 JT9151.Superseded values are not recommended for survey control.
 JT9151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9151.See file dsdata.txt to determine how the superseded data were derived.
 JT9151
 JT9151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH599400(NAD 83)
 JT9151_MARKER: DD = SURVEY DISK
 JT9151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9151_SP_SET: CONCRETE POST
 JT9151_MARK LOGO: CA2330
 JT9151_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9151+STABILITY: SURFACE MOTION
 JT9151
 JT9151  HISTORY     - Date     Condition        Report By
 JT9151  HISTORY     - 1971     MONUMENTED       CA2330
 JT9151
 JT9151                          STATION DESCRIPTION
 JT9151
 JT9151'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9151'ALONG LONE OAK, 540 FT (164.6 M) EAST OF WEST LINCOLN, 10 FT (3.0 M)
 JT9151'SOUTH OF CENTER LINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0441 ***********************************************************************
 KT0441  DESIGNATION -  58 B USGS
 KT0441  PID         -  KT0441
 KT0441  STATE/COUNTY-  CA/COLUSA
 KT0441  USGS QUAD   -  COLUSA (1991)
 KT0441
 KT0441                         *CURRENT SURVEY CONTROL
 KT0441  ___________________________________________________________________
 KT0441* NAD 83(1986)-  39 12 55.     (N)    122 00 49.     (W)     SCALED    
 KT0441* NAVD 88     -        18.73   (+/-2cm)      61.5    (feet)  VERTCON   
 KT0441  ___________________________________________________________________
 KT0441  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 KT0441  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0441
 KT0441.The horizontal coordinates were scaled from a topographic map and have
 KT0441.an estimated accuracy of +/- 6 seconds.
 KT0441
 KT0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0441.The vertical order pertains to the NGVD 29 superseded value.
 KT0441
 KT0441.The geoid height was determined by GEOID03.
 KT0441
 KT0441;                    North         East    Units  Estimated Accuracy
 KT0441;SPC CA 2     -   671,910.    1,998,830.      MT  (+/- 180 meters Scaled)
 KT0441
 KT0441                          SUPERSEDED SURVEY CONTROL
 KT0441
 KT0441  NGVD 29 (??/??/92)   17.996  (m)           59.04   (f) ADJ UNCH    1 2
 KT0441
 KT0441.Superseded values are not recommended for survey control.
 KT0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0441.See file dsdata.txt to determine how the superseded data were derived.
 KT0441
 KT0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ851411(NAD 83)
 KT0441_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0441_STAMPING: 58.976 58 B
 KT0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT0441+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 KT0441
 KT0441  HISTORY     - Date     Condition        Report By
 KT0441  HISTORY     - UNK      MONUMENTED       USGS
 KT0441  HISTORY     - 1934     GOOD             NGS
 KT0441  HISTORY     - 20040415 GOOD             CADT
 KT0441
 KT0441                          STATION DESCRIPTION
 KT0441
 KT0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KT0441'AT COLUSA.
 KT0441'AT COLUSA, COLUSA COUNTY, ON MARKET STREET, 102 FEET WEST OF THE
 KT0441'INTERSECTION OF NINTH STREET, IN A CITY PARK, 10 FEET SOUTH OF
 KT0441'THE SOUTH EDGE OF THE SOUTH SIDEWALK OF MARKET STREET, AND AT
 KT0441'THE FOOT OF A BRICK PEDESTAL.  A UNITED STATES GEOLOGICAL SURVEY
 KT0441'STANDARD CAP, STAMPED 58.976 58 B AND RIVETED ON THE TOP OF A
 KT0441'3-1/2-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 KT0441
 KT0441                          STATION RECOVERY (2004)
 KT0441
 KT0441'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KT0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9152 ***********************************************************************
 JT9152  DESIGNATION -  58 C
 JT9152  PID         -  JT9152
 JT9152  STATE/COUNTY-  CA/NAPA
 JT9152  USGS QUAD   -  NAPA (1980)
 JT9152
 JT9152                         *CURRENT SURVEY CONTROL
 JT9152  ___________________________________________________________________
 JT9152* NAD 83(1986)-  38 18 24.     (N)    122 19 10.     (W)     SCALED    
 JT9152* NAVD 88     -        24.51   (+/-2cm)      80.4    (feet)  VERTCON   
 JT9152  ___________________________________________________________________
 JT9152  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9152  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9152
 JT9152.The horizontal coordinates were scaled from a topographic map and have
 JT9152.an estimated accuracy of +/- 6 seconds.
 JT9152
 JT9152.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9152.The vertical order pertains to the NGVD 29 superseded value.
 JT9152
 JT9152.The geoid height was determined by GEOID03.
 JT9152
 JT9152;                    North         East    Units  Estimated Accuracy
 JT9152;SPC CA 2     -   571,090.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9152
 JT9152                          SUPERSEDED SURVEY CONTROL
 JT9152
 JT9152  NGVD 29 (??/??/92)   23.72   (m)           77.8    (f) COMPUTED    2 2
 JT9152
 JT9152.Superseded values are not recommended for survey control.
 JT9152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9152.See file dsdata.txt to determine how the superseded data were derived.
 JT9152
 JT9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595400(NAD 83)
 JT9152_MARKER: DD = SURVEY DISK
 JT9152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9152_SP_SET: CONCRETE POST
 JT9152_MARK LOGO: CA2330
 JT9152_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9152+STABILITY: SURFACE MOTION
 JT9152
 JT9152  HISTORY     - Date     Condition        Report By
 JT9152  HISTORY     - 1971     MONUMENTED       CA2330
 JT9152
 JT9152                          STATION DESCRIPTION
 JT9152
 JT9152'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9152'AT INTERSECTION OF LINDA VISTA AND LONE OAK, SOUTH OF EP AND WEST OF
 JT9152'CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3308 ***********************************************************************
 AH3308  DESIGNATION -  58 C
 AH3308  PID         -  AH3308
 AH3308  STATE/COUNTY-  CA/LOS ANGELES
 AH3308  USGS QUAD   -  BURBANK (1994)
 AH3308
 AH3308                         *CURRENT SURVEY CONTROL
 AH3308  ___________________________________________________________________
 AH3308* NAD 83(1986)-  34 09 20.     (N)    118 20 08.     (W)     SCALED    
 AH3308* NAVD 88     -       161.122  (meters)     528.61   (feet)  ADJUSTED  
 AH3308  ___________________________________________________________________
 AH3308  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AH3308  DYNAMIC HT  -         160.954 (meters)     528.06  (feet)  COMP
 AH3308  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 AH3308
 AH3308  VERT ORDER  -  FIRST     CLASS II
 AH3308
 AH3308.The horizontal coordinates were scaled from a topographic map and have
 AH3308.an estimated accuracy of +/- 6 seconds.
 AH3308
 AH3308.The orthometric height was determined by differential leveling
 AH3308.and adjusted in May 1999.
 AH3308
 AH3308.The geoid height was determined by GEOID03.
 AH3308
 AH3308.The dynamic height is computed by dividing the NAVD 88
 AH3308.geopotential number by the normal gravity value computed on the
 AH3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3308.degrees latitude (g = 980.6199 gals.).
 AH3308
 AH3308.The modeled gravity was interpolated from observed gravity values.
 AH3308
 AH3308;                    North         East    Units  Estimated Accuracy
 AH3308;SPC CA 5     -   572,770.    1,969,060.      MT  (+/- 180 meters Scaled)
 AH3308
 AH3308                          SUPERSEDED SURVEY CONTROL
 AH3308
 AH3308.No superseded survey control is available for this station.
 AH3308
 AH3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT768802(NAD 83)
 AH3308_MARKER: DB = BENCH MARK DISK
 AH3308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3308_SP_SET: SIDEWALK
 AH3308_STAMPING: 58 C 1933
 AH3308_MARK LOGO: MWDSC 
 AH3308_PROJECTION: FLUSH
 AH3308_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3308+STABILITY: SURFACE MOTION
 AH3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3308+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1997
 AH3308
 AH3308  HISTORY     - Date     Condition        Report By
 AH3308  HISTORY     - 1933     MONUMENTED       MWDSC
 AH3308  HISTORY     - 19970530 GOOD             MWDSC
 AH3308
 AH3308                          STATION DESCRIPTION
 AH3308
 AH3308'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3308'IN THE CITY OF BURBANK, IN THE NORTHEAST CORNER OF OLIVE AVE AND
 AH3308'ALAMEDA AVE, 18.6 M (61.0 FT) SOUTHEAST OF THE CENTERLINE OF OLIVE
 AH3308'AVE, 16.8 M (55.1 FT) NORTHWEST OF THE CENTERLINE OF ALAMEDA AVE,
 AH3308'STATION IS IN THE CONCRETE SIDEWALK 8.5 M (27.9 FT) NORTHWEST OF THE
 AH3308'BCR OF ALAMEDA AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1357 ***********************************************************************
 EW1357  DESIGNATION -  58 C OF LA
 EW1357  PID         -  EW1357
 EW1357  STATE/COUNTY-  CA/LOS ANGELES
 EW1357  USGS QUAD   -  HOLLYWOOD (1994)
 EW1357
 EW1357                         *CURRENT SURVEY CONTROL
 EW1357  ___________________________________________________________________
 EW1357* NAD 83(1986)-  34 02 23.     (N)    118 20 23.     (W)     SCALED    
 EW1357* NAVD 88     -        49.99   (+/-2cm)     164.0    (feet)  VERTCON   
 EW1357  ___________________________________________________________________
 EW1357  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EW1357  VERT ORDER  -  THIRD (See Below)
 EW1357
 EW1357.The horizontal coordinates were scaled from a topographic map and have
 EW1357.an estimated accuracy of +/- 6 seconds.
 EW1357
 EW1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1357.The vertical order pertains to the NGVD 29 superseded value.
 EW1357
 EW1357.The geoid height was determined by GEOID03.
 EW1357
 EW1357;                    North         East    Units  Estimated Accuracy
 EW1357;SPC CA 5     -   559,920.    1,968,630.      MT  (+/- 180 meters Scaled)
 EW1357
 EW1357                          SUPERSEDED SURVEY CONTROL
 EW1357
 EW1357  NGVD 29 (??/??/??)   49.23   (m)          161.5    (f) RESET       3  
 EW1357
 EW1357.Superseded values are not recommended for survey control.
 EW1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1357.See file dsdata.txt to determine how the superseded data were derived.
 EW1357
 EW1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT763673(NAD 83)
 EW1357_MARKER: DD = SURVEY DISK
 EW1357_SETTING: 0 = UNSPECIFIED SETTING
 EW1357_STAMPING: 161.86 10 W
 EW1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1357
 EW1357  HISTORY     - Date     Condition        Report By
 EW1357  HISTORY     - UNK      MONUMENTED       CA1980
 EW1357  HISTORY     - 1964     GOOD             NGS
 EW1357
 EW1357                          STATION DESCRIPTION
 EW1357
 EW1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1357'AT LOS ANGELES.
 EW1357'AT LOS ANGELES, AT THE INTERSECTION OF WASHINGTON BOULEVARD AND
 EW1357'VINEYARD AVENUE, IN THE TOP OF A CONCRETE HEAD WALL OF A
 EW1357'PEDESTRIAN SUBWAY UNDER THE BOULEVARD, 14.7 FEET NORTH OF THE
 EW1357'NORTH CURB OF THE BOULEVARD, 3.0 FEET WEST OF THE WEST CURB
 EW1357'OF THE AVENUE, 0.3 FOOT SOUTH OF AN IRON RAILING, AND 0.6 FOOT
 EW1357'HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0467 ***********************************************************************
 MW0467  DESIGNATION -  58 C USGS
 MW0467  PID         -  MW0467
 MW0467  STATE/COUNTY-  CA/SHASTA
 MW0467  USGS QUAD   -  PONDOSA (1990)
 MW0467
 MW0467                         *CURRENT SURVEY CONTROL
 MW0467  ___________________________________________________________________
 MW0467* NAD 83(1986)-  41 09 42.     (N)    121 39 15.     (W)     SCALED    
 MW0467* NAVD 88     -      1246.027  (meters)    4088.01   (feet)  ADJUSTED  
 MW0467  ___________________________________________________________________
 MW0467  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 MW0467  DYNAMIC HT  -        1245.171 (meters)    4085.20  (feet)  COMP
 MW0467  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 MW0467
 MW0467  VERT ORDER  -  SECOND    CLASS 0
 MW0467
 MW0467.The horizontal coordinates were scaled from a topographic map and have
 MW0467.an estimated accuracy of +/- 6 seconds.
 MW0467
 MW0467.The orthometric height was determined by differential leveling
 MW0467.and adjusted in June 1991.
 MW0467
 MW0467.The geoid height was determined by GEOID03.
 MW0467
 MW0467.The dynamic height is computed by dividing the NAVD 88
 MW0467.geopotential number by the normal gravity value computed on the
 MW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0467.degrees latitude (g = 980.6199 gals.).
 MW0467
 MW0467.The modeled gravity was interpolated from observed gravity values.
 MW0467
 MW0467;                    North         East    Units  Estimated Accuracy
 MW0467;SPC CA 1     -   703,070.    2,029,020.      MT  (+/- 180 meters Scaled)
 MW0467
 MW0467                          SUPERSEDED SURVEY CONTROL
 MW0467
 MW0467  NGVD 29 (??/??/??) 1245.004  (m)         4084.65   (f) ADJUSTED    2 0
 MW0467
 MW0467.Superseded values are not recommended for survey control.
 MW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0467.See file dsdata.txt to determine how the superseded data were derived.
 MW0467
 MW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL129575(NAD 83)
 MW0467_MARKER: DD = SURVEY DISK
 MW0467_SETTING: 80 = SET IN A BOULDER
 MW0467_STAMPING: 58 C 1931
 MW0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0467+STABILITY: SURFACE MOTION
 MW0467
 MW0467  HISTORY     - Date     Condition        Report By
 MW0467  HISTORY     - 1931     MONUMENTED       USGS
 MW0467  HISTORY     - 1936     GOOD             NGS
 MW0467  HISTORY     - 19860416 MARK NOT FOUND   USPSQD
 MW0467
 MW0467                          STATION DESCRIPTION
 MW0467
 MW0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0467'3.2 MI SE FROM BEAR FLAT.
 MW0467'3.2 MILES SOUTHEAST ALONG THE OLD BEAR-FALL RIVER MILLS ROAD
 MW0467'FROM BEAR FLAT, SHASTA COUNTY, 0.3 MILE SOUTHEAST OF THE JUNCTION
 MW0467'OF A ROAD LEADING SOUTHWEST TO BURNEY FALLS, 16 FEET NORTHEAST OF
 MW0467'THE CENTERLINE OF THE ROAD, IN THE TOP OF BOULDER, NEAR THE
 MW0467'PAINTED LETTERS USBM, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 MW0467'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 58
 MW0467'C 1931.
 MW0467
 MW0467                          STATION RECOVERY (1986)
 MW0467
 MW0467'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB)
 MW0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9153 ***********************************************************************
 JT9153  DESIGNATION -  58 D
 JT9153  PID         -  JT9153
 JT9153  STATE/COUNTY-  CA/NAPA
 JT9153  USGS QUAD   -  NAPA (1980)
 JT9153
 JT9153                         *CURRENT SURVEY CONTROL
 JT9153  ___________________________________________________________________
 JT9153* NAD 83(1986)-  38 18 36.     (N)    122 19 10.     (W)     SCALED    
 JT9153* NAVD 88     -        25.94   (+/-2cm)      85.1    (feet)  VERTCON   
 JT9153  ___________________________________________________________________
 JT9153  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9153  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9153
 JT9153.The horizontal coordinates were scaled from a topographic map and have
 JT9153.an estimated accuracy of +/- 6 seconds.
 JT9153
 JT9153.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9153.The vertical order pertains to the NGVD 29 superseded value.
 JT9153
 JT9153.The geoid height was determined by GEOID03.
 JT9153
 JT9153;                    North         East    Units  Estimated Accuracy
 JT9153;SPC CA 2     -   571,460.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9153
 JT9153                          SUPERSEDED SURVEY CONTROL
 JT9153
 JT9153  NGVD 29 (??/??/92)   25.15   (m)           82.5    (f) COMPUTED    2 2
 JT9153
 JT9153.Superseded values are not recommended for survey control.
 JT9153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9153.See file dsdata.txt to determine how the superseded data were derived.
 JT9153
 JT9153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594404(NAD 83)
 JT9153_MARKER: DD = SURVEY DISK
 JT9153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9153_SP_SET: CONCRETE POST
 JT9153_MARK LOGO: CA2330
 JT9153_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9153+STABILITY: SURFACE MOTION
 JT9153
 JT9153  HISTORY     - Date     Condition        Report By
 JT9153  HISTORY     - 1971     MONUMENTED       CA2330
 JT9153
 JT9153                          STATION DESCRIPTION
 JT9153
 JT9153'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9153'AT INTERSECTION OF LINDA VISTA AND WEST PARK, 10 FEET BY 10 FEET
 JT9153'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9154 ***********************************************************************
 JT9154  DESIGNATION -  58 E
 JT9154  PID         -  JT9154
 JT9154  STATE/COUNTY-  CA/NAPA
 JT9154  USGS QUAD   -  NAPA (1980)
 JT9154
 JT9154                         *CURRENT SURVEY CONTROL
 JT9154  ___________________________________________________________________
 JT9154* NAD 83(1986)-  38 18 42.     (N)    122 19 10.     (W)     SCALED    
 JT9154* NAVD 88     -        27.73   (+/-2cm)      91.0    (feet)  VERTCON   
 JT9154  ___________________________________________________________________
 JT9154  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9154  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9154
 JT9154.The horizontal coordinates were scaled from a topographic map and have
 JT9154.an estimated accuracy of +/- 6 seconds.
 JT9154
 JT9154.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9154.The vertical order pertains to the NGVD 29 superseded value.
 JT9154
 JT9154.The geoid height was determined by GEOID03.
 JT9154
 JT9154;                    North         East    Units  Estimated Accuracy
 JT9154;SPC CA 2     -   571,650.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9154
 JT9154                          SUPERSEDED SURVEY CONTROL
 JT9154
 JT9154  NGVD 29 (??/??/92)   26.94   (m)           88.4    (f) COMPUTED    2 2
 JT9154
 JT9154.Superseded values are not recommended for survey control.
 JT9154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9154.See file dsdata.txt to determine how the superseded data were derived.
 JT9154
 JT9154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594406(NAD 83)
 JT9154_MARKER: DD = SURVEY DISK
 JT9154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9154_SP_SET: CONCRETE POST
 JT9154_MARK LOGO: CA2330
 JT9154_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9154+STABILITY: SURFACE MOTION
 JT9154
 JT9154  HISTORY     - Date     Condition        Report By
 JT9154  HISTORY     - 1971     MONUMENTED       CA2330
 JT9154
 JT9154                          STATION DESCRIPTION
 JT9154
 JT9154'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9154'AT INTERSECTION OF LINDA VISTA AVENUE AND WEST PUEBLO, 10 FEET BY 10
 JT9154'FT (3.0 M) SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9155 ***********************************************************************
 JT9155  DESIGNATION -  58 E 1
 JT9155  PID         -  JT9155
 JT9155  STATE/COUNTY-  CA/NAPA
 JT9155  USGS QUAD   -  NAPA (1980)
 JT9155
 JT9155                         *CURRENT SURVEY CONTROL
 JT9155  ___________________________________________________________________
 JT9155* NAD 83(1986)-  38 18 45.     (N)    122 19 10.     (W)     SCALED    
 JT9155* NAVD 88     -        27.44   (+/-2cm)      90.0    (feet)  VERTCON   
 JT9155  ___________________________________________________________________
 JT9155  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9155  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9155
 JT9155.The horizontal coordinates were scaled from a topographic map and have
 JT9155.an estimated accuracy of +/- 6 seconds.
 JT9155
 JT9155.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9155.The vertical order pertains to the NGVD 29 superseded value.
 JT9155
 JT9155.The geoid height was determined by GEOID03.
 JT9155
 JT9155;                    North         East    Units  Estimated Accuracy
 JT9155;SPC CA 2     -   571,740.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9155
 JT9155                          SUPERSEDED SURVEY CONTROL
 JT9155
 JT9155  NGVD 29 (??/??/92)   26.653  (m)           87.44   (f) ADJ UNCH    2 2
 JT9155
 JT9155.Superseded values are not recommended for survey control.
 JT9155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9155.See file dsdata.txt to determine how the superseded data were derived.
 JT9155
 JT9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594407(NAD 83)
 JT9155_MARKER: Z = SEE DESCRIPTION
 JT9155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9155_SP_SET: WELL MONUMENT
 JT9155_MARK LOGO: CA2330
 JT9155_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9155
 JT9155  HISTORY     - Date     Condition        Report By
 JT9155  HISTORY     - 1971     MONUMENTED       CA2330
 JT9155
 JT9155                          STATION DESCRIPTION
 JT9155
 JT9155'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9155'AT INTERSECTION OF LINDA VISTA AVENUE AND SHERRY DRIVE, A WELL
 JT9155'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9156 ***********************************************************************
 JT9156  DESIGNATION -  58 E 2
 JT9156  PID         -  JT9156
 JT9156  STATE/COUNTY-  CA/NAPA
 JT9156  USGS QUAD   -  NAPA (1980)
 JT9156
 JT9156                         *CURRENT SURVEY CONTROL
 JT9156  ___________________________________________________________________
 JT9156* NAD 83(1986)-  38 18 48.     (N)    122 19 10.     (W)     SCALED    
 JT9156* NAVD 88     -        27.66   (+/-2cm)      90.7    (feet)  VERTCON   
 JT9156  ___________________________________________________________________
 JT9156  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9156  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9156
 JT9156.The horizontal coordinates were scaled from a topographic map and have
 JT9156.an estimated accuracy of +/- 6 seconds.
 JT9156
 JT9156.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9156.The vertical order pertains to the NGVD 29 superseded value.
 JT9156
 JT9156.The geoid height was determined by GEOID03.
 JT9156
 JT9156;                    North         East    Units  Estimated Accuracy
 JT9156;SPC CA 2     -   571,830.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9156
 JT9156                          SUPERSEDED SURVEY CONTROL
 JT9156
 JT9156  NGVD 29 (??/??/92)   26.866  (m)           88.14   (f) ADJ UNCH    2 2
 JT9156
 JT9156.Superseded values are not recommended for survey control.
 JT9156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9156.See file dsdata.txt to determine how the superseded data were derived.
 JT9156
 JT9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594408(NAD 83)
 JT9156_MARKER: Z = SEE DESCRIPTION
 JT9156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9156_SP_SET: WELL MONUMENT
 JT9156_MARK LOGO: CA2330
 JT9156_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9156
 JT9156  HISTORY     - Date     Condition        Report By
 JT9156  HISTORY     - 1971     MONUMENTED       CA2330
 JT9156
 JT9156                          STATION DESCRIPTION
 JT9156
 JT9156'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9156'AT INTERSECTION OF LINDA VISTA AVENUE AND FAIR DRIVE, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9157 ***********************************************************************
 JT9157  DESIGNATION -  58 F
 JT9157  PID         -  JT9157
 JT9157  STATE/COUNTY-  CA/NAPA
 JT9157  USGS QUAD   -  NAPA (1980)
 JT9157
 JT9157                         *CURRENT SURVEY CONTROL
 JT9157  ___________________________________________________________________
 JT9157* NAD 83(1986)-  38 18 54.     (N)    122 19 10.     (W)     SCALED    
 JT9157* NAVD 88     -        27.85   (+/-2cm)      91.4    (feet)  VERTCON   
 JT9157  ___________________________________________________________________
 JT9157  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT9157  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9157
 JT9157.The horizontal coordinates were scaled from a topographic map and have
 JT9157.an estimated accuracy of +/- 6 seconds.
 JT9157
 JT9157.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9157.The vertical order pertains to the NGVD 29 superseded value.
 JT9157
 JT9157.The geoid height was determined by GEOID03.
 JT9157
 JT9157;                    North         East    Units  Estimated Accuracy
 JT9157;SPC CA 2     -   572,020.    1,972,060.      MT  (+/- 180 meters Scaled)
 JT9157
 JT9157                          SUPERSEDED SURVEY CONTROL
 JT9157
 JT9157  NGVD 29 (??/??/92)   27.056  (m)           88.77   (f) ADJ UNCH    2 2
 JT9157
 JT9157.Superseded values are not recommended for survey control.
 JT9157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9157.See file dsdata.txt to determine how the superseded data were derived.
 JT9157
 JT9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH594409(NAD 83)
 JT9157_MARKER: DD = SURVEY DISK
 JT9157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9157_SP_SET: CONCRETE POST
 JT9157_MARK LOGO: CA2330
 JT9157_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9157+STABILITY: SURFACE MOTION
 JT9157
 JT9157  HISTORY     - Date     Condition        Report By
 JT9157  HISTORY     - 1971     MONUMENTED       CA2330
 JT9157
 JT9157                          STATION DESCRIPTION
 JT9157
 JT9157'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9157'AT INTERSECTION OF LINDA VISTA AVENUE AND KATHLEEN, 5 FEET BY 5 FEET
 JT9157'NORTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1748 ***********************************************************************
 AE1748  DESIGNATION -  58 LLR
 AE1748  PID         -  AE1748
 AE1748  STATE/COUNTY-  CA/LOS ANGELES
 AE1748  USGS QUAD   -  INGLEWOOD (1981)
 AE1748
 AE1748                         *CURRENT SURVEY CONTROL
 AE1748  ___________________________________________________________________
 AE1748* NAD 83(1986)-  33 58 14.     (N)    118 19 22.     (W)     SCALED    
 AE1748* NAVD 88     -        59.601  (meters)     195.54   (feet)  ADJUSTED  
 AE1748  ___________________________________________________________________
 AE1748  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 AE1748  DYNAMIC HT  -          59.537 (meters)     195.33  (feet)  COMP
 AE1748  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 AE1748
 AE1748  VERT ORDER  -  FIRST     CLASS II
 AE1748
 AE1748.The horizontal coordinates were scaled from a topographic map and have
 AE1748.an estimated accuracy of +/- 6 seconds.
 AE1748
 AE1748.The orthometric height was determined by differential leveling
 AE1748.and adjusted in October 1997.
 AE1748
 AE1748.The geoid height was determined by GEOID03.
 AE1748
 AE1748.The dynamic height is computed by dividing the NAVD 88
 AE1748.geopotential number by the normal gravity value computed on the
 AE1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1748.degrees latitude (g = 980.6199 gals.).
 AE1748
 AE1748.The modeled gravity was interpolated from observed gravity values.
 AE1748
 AE1748;                    North         East    Units  Estimated Accuracy
 AE1748;SPC CA 5     -   552,250.    1,970,170.      MT  (+/- 180 meters Scaled)
 AE1748
 AE1748                          SUPERSEDED SURVEY CONTROL
 AE1748
 AE1748.No superseded survey control is available for this station.
 AE1748
 AE1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT777596(NAD 83)
 AE1748_MARKER: DB = BENCH MARK DISK
 AE1748_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1748_SP_SET: CURB
 AE1748_STAMPING: 58 LLR 1967
 AE1748_MARK LOGO: MWDSC 
 AE1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1748+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AE1748
 AE1748  HISTORY     - Date     Condition        Report By
 AE1748  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1748  HISTORY     - 19960725 GOOD             MWDSC
 AE1748
 AE1748                          STATION DESCRIPTION
 AE1748
 AE1748'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1748'LOS ANGELES, CA, FROM 10 FWY GO WEST TO CRENSHAW BLVD.  EXIT AT
 AE1748'CRENSHAW BLVD AND GO 4.5 MI (7.2 KM) TO FLORENCE AVE.  THENCE GO EAST
 AE1748'ON FLORENCE AVE 0.5 MI (0.8 KM) TO 5TH AVE.  THENCE GO SOUTH ON 5TH
 AE1748'AVE 0.3 MI (0.5 KM) TO 76TH ST.  MONUMENT IS ON THE SOUTHEAST CORNER
 AE1748'OF 5TH AND 76TH INTERSECTION, 9 FT (2.7 M) WEST OF 50 FT (15.2 M) HIGH
 AE1748'PALM TREE AND HOUSE ADDRESS 2528 5TH AVE.  FOUND A STANDARD 3.25 INCH
 AE1748'MWD BCM STAMPED 58 LLR 1967 FLUSH ON TOP OF CURB.  REF MWD FB 4034 01
 AE1748'100.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1514 ***********************************************************************
 EW1514  DESIGNATION -  58 P MWDSC
 EW1514  PID         -  EW1514
 EW1514  STATE/COUNTY-  CA/LOS ANGELES
 EW1514  USGS QUAD   -  HOLLYWOOD (1994)
 EW1514
 EW1514                         *CURRENT SURVEY CONTROL
 EW1514  ___________________________________________________________________
 EW1514* NAD 83(1986)-  34 05 53.     (N)    118 21 25.     (W)     SCALED    
 EW1514* NAVD 88     -       114.51   (+/-2cm)     375.7    (feet)  VERTCON   
 EW1514  ___________________________________________________________________
 EW1514  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EW1514  VERT ORDER  -  THIRD (See Below)
 EW1514
 EW1514.The horizontal coordinates were scaled from a topographic map and have
 EW1514.an estimated accuracy of +/- 6 seconds.
 EW1514
 EW1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1514.The vertical order pertains to the NGVD 29 superseded value.
 EW1514
 EW1514.The geoid height was determined by GEOID03.
 EW1514
 EW1514;                    North         East    Units  Estimated Accuracy
 EW1514;SPC CA 5     -   566,400.    1,967,060.      MT  (+/- 180 meters Scaled)
 EW1514
 EW1514                          SUPERSEDED SURVEY CONTROL
 EW1514
 EW1514  NGVD 29 (??/??/??)  113.73   (m)          373.1    (f) RESET       3  
 EW1514
 EW1514.Superseded values are not recommended for survey control.
 EW1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1514.See file dsdata.txt to determine how the superseded data were derived.
 EW1514
 EW1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT748738(NAD 83)
 EW1514_MARKER: DD = SURVEY DISK
 EW1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1514_STAMPING: 58P 1933
 EW1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1514+STABILITY: SURFACE MOTION
 EW1514
 EW1514  HISTORY     - Date     Condition        Report By
 EW1514  HISTORY     - 1933     MONUMENTED       MWDSC
 EW1514  HISTORY     - 1945     GOOD             NGS
 EW1514
 EW1514                          STATION DESCRIPTION
 EW1514
 EW1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1514'AT LOS ANGELES.
 EW1514'AT LOS ANGELES AT THE INTERSECTION OF SUNSET BOULEVARD AND COURTNEY
 EW1514'AVENUE, 2.3 FEET WEST OF THE WEST CURBLINE OF COURTNEY AVENUE AND
 EW1514'22.4 FEET NORTH OF THE NORTH CURBLINE OF SUNSET BOULEVARD.
 EW1514'MONUMENT IS ABOUT THE SAME LEVEL AS THE WEST CURB OF COURTNEY
 EW1514'AVENUE.  A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
 EW1514'STANDARD DISK, STAMPED 58 P 1933 AND SET IN THE TOP OF A CONCRETE
 EW1514'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0533 ***********************************************************************
 FU0533  DESIGNATION -  58 S USGS
 FU0533  PID         -  FU0533
 FU0533  STATE/COUNTY-  CA/KERN
 FU0533  USGS QUAD   -  WOODY (1994)
 FU0533
 FU0533                         *CURRENT SURVEY CONTROL
 FU0533  ___________________________________________________________________
 FU0533* NAD 83(1986)-  35 44 31.     (N)    118 52 29.     (W)     SCALED    
 FU0533* NAVD 88     -       445.42   (+/-2cm)    1461.3    (feet)  VERTCON   
 FU0533  ___________________________________________________________________
 FU0533  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FU0533  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU0533
 FU0533.The horizontal coordinates were scaled from a topographic map and have
 FU0533.an estimated accuracy of +/- 6 seconds.
 FU0533
 FU0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0533.The vertical order pertains to the NGVD 29 superseded value.
 FU0533
 FU0533.The geoid height was determined by GEOID03.
 FU0533
 FU0533;                    North         East    Units  Estimated Accuracy
 FU0533;SPC CA 5     -   749,050.    1,920,870.      MT  (+/- 180 meters Scaled)
 FU0533
 FU0533                          SUPERSEDED SURVEY CONTROL
 FU0533
 FU0533  NGVD 29 (??/??/92)  444.520  (m)         1458.40   (f) ADJ UNCH    1 1
 FU0533
 FU0533.Superseded values are not recommended for survey control.
 FU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0533.See file dsdata.txt to determine how the superseded data were derived.
 FU0533
 FU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV304569(NAD 83)
 FU0533_MARKER: DD = SURVEY DISK
 FU0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0533_STAMPING: PT NO 58 S 1458 1925
 FU0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0533+STABILITY: SURFACE MOTION
 FU0533
 FU0533  HISTORY     - Date     Condition        Report By
 FU0533  HISTORY     - 1925     MONUMENTED       USGS
 FU0533  HISTORY     - 1956     GOOD             NGS
 FU0533  HISTORY     - 1963     GOOD             USGS
 FU0533  HISTORY     - 1972     GOOD             NGS
 FU0533
 FU0533                          STATION DESCRIPTION
 FU0533
 FU0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FU0533'4.5 MI NW FROM WOODY.
 FU0533'4.5 MILES NORTHWEST ALONG GARCES HIGHWAY FROM BLAKE GRAMMAR
 FU0533'SCHOOL AT WOODY, IN R29E T25S S20, 0.1 MILE EAST OF THE Y
 FU0533'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 33 FEET NORTH OF
 FU0533'THE CENTER LINE OF THE HIGHWAY, 12.6 FEET EAST OF THE EAST
 FU0533'END OF A BARBED WIRE GATE, 2.0 FEET SOUTH OF A FENCE, 1.8 FEET
 FU0533'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND
 FU0533'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 FU0533'THE GROUND.
 FU0533
 FU0533                          STATION RECOVERY (1963)
 FU0533
 FU0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FU0533'RECOVERED IN GOOD CONDITION.
 FU0533
 FU0533                          STATION RECOVERY (1972)
 FU0533
 FU0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0814 ***********************************************************************
 JS0814  DESIGNATION -  58 USE
 JS0814  PID         -  JS0814
 JS0814  STATE/COUNTY-  CA/SACRAMENTO
 JS0814  USGS QUAD   -  FOLSOM (1980)
 JS0814
 JS0814                         *CURRENT SURVEY CONTROL
 JS0814  ___________________________________________________________________
 JS0814* NAD 83(1986)-  38 40 20.     (N)    121 10 54.     (W)     SCALED    
 JS0814* NAVD 88     -        57.38   (+/-2cm)     188.3    (feet)  VERTCON   
 JS0814  ___________________________________________________________________
 JS0814  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JS0814  VERT ORDER  -  THIRD (See Below)
 JS0814
 JS0814.The horizontal coordinates were scaled from a topographic map and have
 JS0814.an estimated accuracy of +/- 6 seconds.
 JS0814
 JS0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0814.The vertical order pertains to the NGVD 29 superseded value.
 JS0814
 JS0814.The geoid height was determined by GEOID03.
 JS0814
 JS0814;                    North         East    Units  Estimated Accuracy
 JS0814;SPC CA 2     -   611,940.    2,071,210.      MT  (+/- 180 meters Scaled)
 JS0814
 JS0814                          SUPERSEDED SURVEY CONTROL
 JS0814
 JS0814  NGVD 29 (??/??/??)   56.60   (m)          185.7    (f) RESET       3  
 JS0814
 JS0814.Superseded values are not recommended for survey control.
 JS0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0814.See file dsdata.txt to determine how the superseded data were derived.
 JS0814
 JS0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH581819(NAD 83)
 JS0814_MARKER: P = PIPE CAP
 JS0814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS0814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS0814_STAMPING: 188.0 58
 JS0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0814
 JS0814  HISTORY     - Date     Condition        Report By
 JS0814  HISTORY     - UNK      MONUMENTED       DOD
 JS0814  HISTORY     - 1934     GOOD             NGS
 JS0814  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0814  HISTORY     - 20040714 MARK NOT FOUND   CADWR
 JS0814
 JS0814                          STATION DESCRIPTION
 JS0814
 JS0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JS0814'0.6 MI SW FROM FOLSOM.
 JS0814'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE CENTER OF FOLSOM,
 JS0814'SACRAMENTO COUNTY, ON THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC CO.
 JS0814'RAILROAD, 100 FEET NORTH OF A ROAD LEADING WEST, 80 FEET NORTH
 JS0814'OF POWER POLE 20, AND 22 FEET EAST OF THE CENTERLINE OF THE
 JS0814'HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 JS0814'188.0 58 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN
 JS0814'A TILE FILLED WITH CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 JS0814
 JS0814                          STATION RECOVERY (2004)
 JS0814
 JS0814'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0814'RECENT GRADING IN AREA
 JS0814
 JS0814                          STATION RECOVERY (2004)
 JS0814
 JS0814'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG)
 JS0814'HIGHWAY IS NOW WIDER THAN 22' HALF WIDTH
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1200 ***********************************************************************
 HT1200  DESIGNATION -  58 USN
 HT1200  PID         -  HT1200
 HT1200  STATE/COUNTY-  CA/SANTA CLARA
 HT1200  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1200
 HT1200                         *CURRENT SURVEY CONTROL
 HT1200  ___________________________________________________________________
 HT1200* NAD 83(1986)-  37 24 37.     (N)    122 03 18.     (W)     SCALED    
 HT1200* NAVD 88     -         7.52   (+/-2cm)      24.7    (feet)  VERTCON   
 HT1200  ___________________________________________________________________
 HT1200  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1200  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1200
 HT1200.The horizontal coordinates were scaled from a topographic map and have
 HT1200.an estimated accuracy of +/- 6 seconds.
 HT1200
 HT1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1200.The vertical order pertains to the NGVD 29 superseded value.
 HT1200
 HT1200.The geoid height was determined by GEOID03.
 HT1200
 HT1200;                    North         East    Units  Estimated Accuracy
 HT1200;SPC CA 3     -   602,170.    1,862,350.      MT  (+/- 180 meters Scaled)
 HT1200
 HT1200                          SUPERSEDED SURVEY CONTROL
 HT1200
 HT1200  NGVD 29 (??/??/92)    6.695  (m)           21.97   (f) ADJ UNCH    1 2
 HT1200
 HT1200.Superseded values are not recommended for survey control.
 HT1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1200.See file dsdata.txt to determine how the superseded data were derived.
 HT1200
 HT1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG836408(NAD 83)
 HT1200_MARKER: Z = SEE DESCRIPTION
 HT1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1200_STAMPING: 58
 HT1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1200+STABILITY: SURFACE MOTION
 HT1200
 HT1200  HISTORY     - Date     Condition        Report By
 HT1200  HISTORY     - UNK      MONUMENTED       DOD
 HT1200  HISTORY     - 1954     GOOD             NGS
 HT1200  HISTORY     - 1967     GOOD             NGS
 HT1200  HISTORY     - 1989     GOOD             USPSQD
 HT1200
 HT1200                          STATION DESCRIPTION
 HT1200
 HT1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1200'AT MOFFETT FIELD.
 HT1200'AT MOFFETT FIELD, AT THE T JUNCTION OF WESCOAT ROAD AND DUGAN
 HT1200'AVENUE, ON THE PROLONGATION OF THE CENTER OF THE AVENUE, 54.4 FEET
 HT1200'WEST OF THE NORTHWEST CORNER OF BUILDING NO. 7 (PUMPHOUSE FOR
 HT1200'WELL A), 41.3 FEET SOUTH OF THE SOUTH CURB OF THE ROAD, 39.3 FEET
 HT1200'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NO. 88 (NAVY
 HT1200'EXCHANGE LAUNDRY), ABOUT LEVEL WITH THE ROAD, 0.6 FOOT UNDERGROUND,
 HT1200'ENCASED BY A 12-INCH CONCRETE PIPE WITH AN IRON COVER, AND SET IN
 HT1200'THE TOP OF A CONCRETE POST.
 HT1200
 HT1200                          STATION RECOVERY (1967)
 HT1200
 HT1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1200'RECOVERED IN GOOD CONDITION.
 HT1200
 HT1200                          STATION RECOVERY (1989)
 HT1200
 HT1200'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHP)
 HT1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2582 ***********************************************************************
 GU2582  DESIGNATION -  58 WLS USGS
 GU2582  PID         -  GU2582
 GU2582  STATE/COUNTY-  CA/SAN BENITO
 GU2582  USGS QUAD   -  HOLLISTER (1995)
 GU2582
 GU2582                         *CURRENT SURVEY CONTROL
 GU2582  ___________________________________________________________________
 GU2582* NAD 83(1986)-  36 46 37.     (N)    121 25 46.     (W)     SCALED    
 GU2582* NAVD 88     -       324.69   (+/-2cm)    1065.3    (feet)  VERTCON   
 GU2582  ___________________________________________________________________
 GU2582  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 GU2582  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2582
 GU2582.The horizontal coordinates were scaled from a topographic map and have
 GU2582.an estimated accuracy of +/- 6 seconds.
 GU2582
 GU2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2582.The vertical order pertains to the NGVD 29 superseded value.
 GU2582
 GU2582.The geoid height was determined by GEOID03.
 GU2582
 GU2582;                    North         East    Units  Estimated Accuracy
 GU2582;SPC CA 4     -   662,930.    1,783,160.      MT  (+/- 180 meters Scaled)
 GU2582
 GU2582                          SUPERSEDED SURVEY CONTROL
 GU2582
 GU2582  NGVD 29 (??/??/92)  323.788  (m)         1062.29   (f) ADJ UNCH    1 1
 GU2582
 GU2582.Superseded values are not recommended for survey control.
 GU2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2582.See file dsdata.txt to determine how the superseded data were derived.
 GU2582
 GU2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF401712(NAD 83)
 GU2582_MARKER: DD = SURVEY DISK
 GU2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2582_STAMPING: 58 WLS 1063 1953
 GU2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2582+STABILITY: SURFACE MOTION
 GU2582
 GU2582  HISTORY     - Date     Condition        Report By
 GU2582  HISTORY     - 1953     MONUMENTED       USGS
 GU2582  HISTORY     - 1967     GOOD             NGS
 GU2582  HISTORY     - 1968     GOOD             NGS
 GU2582
 GU2582                          STATION DESCRIPTION
 GU2582
 GU2582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2582'8.6 MI S FROM HOLLISTER.
 GU2582'0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY
 GU2582'COURTHOUSE IN HOLLISTER, THENCE 0.2 MILE EAST ALONG NASH ROAD,
 GU2582'THENCE 6.4 MILES SOUTH ALONG CIENEGA ROAD TO THE ENTRANCE TO
 GU2582'HARRIS RANCH, THENCE 0.15 MILE NORTHWEST AND SOUTHWEST ALONG A
 GU2582'LANE LEADING TO THE RANCH HOUSE, AMONG THE RANCH BUILDINGS AND
 GU2582'THROUGH A GATE, THENCE 0.5 MILE NORTHWEST ALONG A BLADED ROAD
 GU2582'TO THE NORTHWEST END OF A MOTORCYCLE RACE TRACK AND THE FOOT OF
 GU2582'A LOW HILL, THENCE 0.55 MILE NORTH AND NORTHWEST ALONG A BLADED
 GU2582'ROAD ON THE NORTHEAST SIDE OF THE HILL, 79 YARDS WEST OF THE
 GU2582'JUNCTION OF A FENCE AND THE ROAD, 22 FEET SOUTHWEST OF A 32-INCH
 GU2582'OAK TREE, 22 FEET NORTH OF THE CENTER OF THE ROAD, 20 1/2 FEET
 GU2582'SOUTH OF A FENCE, ABOUT 5 FEET ABOVE THE ROAD, 1.8 FEET SOUTH
 GU2582'OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A 7- X 7-INCH
 GU2582'CONCRETE POST PROJECTING 6 INCHES.  THE MARK IS ABOUT 145 YARDS
 GU2582'WEST OF BENCH MARK AND TRIANGULATION STATION HARRS-F.
 GU2582
 GU2582                          STATION RECOVERY (1968)
 GU2582
 GU2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 GU2582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1872 ***********************************************************************
 DX1872  DESIGNATION -  58.027
 DX1872  PID         -  DX1872
 DX1872  STATE/COUNTY-  CA/ORANGE
 DX1872  USGS QUAD   -  TUSTIN (1981)
 DX1872
 DX1872                         *CURRENT SURVEY CONTROL
 DX1872  ___________________________________________________________________
 DX1872* NAD 83(1986)-  33 42 30.     (N)    117 49 34.     (W)     SCALED    
 DX1872* NAVD 88     -        18.05   (+/-2cm)      59.2    (feet)  VERTCON   
 DX1872  ___________________________________________________________________
 DX1872  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DX1872  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1872
 DX1872.The horizontal coordinates were scaled from a topographic map and have
 DX1872.an estimated accuracy of +/- 6 seconds.
 DX1872
 DX1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1872.The vertical order pertains to the NGVD 29 superseded value.
 DX1872
 DX1872.The geoid height was determined by GEOID03.
 DX1872
 DX1872;                    North         East    Units  Estimated Accuracy
 DX1872;SPC CA 6     -   672,080.    1,853,910.      MT  (+/- 180 meters Scaled)
 DX1872
 DX1872                          SUPERSEDED SURVEY CONTROL
 DX1872
 DX1872  NGVD 29 (??/??/??)   17.345  (m)           56.91   (f) ADJUSTED    1 2
 DX1872
 DX1872.Superseded values are not recommended for survey control.
 DX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1872.See file dsdata.txt to determine how the superseded data were derived.
 DX1872
 DX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT234301(NAD 83)
 DX1872_MARKER: Z = SEE DESCRIPTION
 DX1872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1872_SP_SET: CONCRETE BASE
 DX1872_STAMPING: BM ELEV 58.027
 DX1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1872
 DX1872  HISTORY     - Date     Condition        Report By
 DX1872  HISTORY     - UNK      MONUMENTED       USGS
 DX1872  HISTORY     - 1955     GOOD             NGS
 DX1872  HISTORY     - 19960302 GOOD             USPSQD
 DX1872
 DX1872                          STATION DESCRIPTION
 DX1872
 DX1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1872'AT SANTA ANA MCAF.
 DX1872'AT SANTA ANA MARINE AIR FACILITY, AT THE SOUTHWEST END OF HANGAR 1,
 DX1872'IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST CONCRETE COLUMN
 DX1872'FOR LARGE SLIDING DOORS, 4.0 FEET NORTH OF THE SOUTH CORNER OF THE
 DX1872'BASE, 3.6 FEET SOUTH OF THE SOUTH CORNER OF THE COLUMN, AND ABOUT
 DX1872'LEVEL WITH THE BLACK TOP OF THE APRON.
 DX1872
 DX1872                          STATION RECOVERY (1996)
 DX1872
 DX1872'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1873 ***********************************************************************
 DX1873  DESIGNATION -  58.04
 DX1873  PID         -  DX1873
 DX1873  STATE/COUNTY-  CA/ORANGE
 DX1873  USGS QUAD   -  TUSTIN (1981)
 DX1873
 DX1873                         *CURRENT SURVEY CONTROL
 DX1873  ___________________________________________________________________
 DX1873* NAD 83(1986)-  33 42 39.     (N)    117 49 25.     (W)     SCALED    
 DX1873* NAVD 88     -        18.07   (+/-2cm)      59.3    (feet)  VERTCON   
 DX1873  ___________________________________________________________________
 DX1873  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DX1873  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1873
 DX1873.The horizontal coordinates were scaled from a topographic map and have
 DX1873.an estimated accuracy of +/- 6 seconds.
 DX1873
 DX1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1873.The vertical order pertains to the NGVD 29 superseded value.
 DX1873
 DX1873.The geoid height was determined by GEOID03.
 DX1873
 DX1873;                    North         East    Units  Estimated Accuracy
 DX1873;SPC CA 6     -   672,360.    1,854,140.      MT  (+/- 180 meters Scaled)
 DX1873
 DX1873                          SUPERSEDED SURVEY CONTROL
 DX1873
 DX1873  NGVD 29 (??/??/??)   17.362  (m)           56.96   (f) ADJUSTED    1 2
 DX1873
 DX1873.Superseded values are not recommended for survey control.
 DX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1873.See file dsdata.txt to determine how the superseded data were derived.
 DX1873
 DX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT236303(NAD 83)
 DX1873_MARKER: Z = SEE DESCRIPTION
 DX1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1873_SP_SET: CONCRETE COLUMN
 DX1873_STAMPING: ELEV 58.04
 DX1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1873
 DX1873  HISTORY     - Date     Condition        Report By
 DX1873  HISTORY     - UNK      MONUMENTED       USGS
 DX1873  HISTORY     - 1955     GOOD             NGS
 DX1873  HISTORY     - 19960302 GOOD             USPSQD
 DX1873
 DX1873                          STATION DESCRIPTION
 DX1873
 DX1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1873'AT SANTA ANA MCAF.
 DX1873'AT SANTA ANA MARINE AIR FACILITY, AT THE NORTHEAST END OF HANGAR
 DX1873'1, IN THE TOP OF THE SOUTHEAST CONCRETE BASE OF THE SOUTHEAST
 DX1873'CONCRETE COLUMN FOR LARGE SLIDING DOORS, 16.5 FEET NORTHEAST
 DX1873'OF THE NORTHEAST ONE OF THREE RAILS FOR THE DOORS, 3.9 FEET
 DX1873'WEST OF THE EAST CORNER OF THE BASE, 3.6 FEET EAST OF THE EAST
 DX1873'COLUMN, AND ABOUT LEVEL WITH THE BLACKTOPPED APRON.
 DX1873
 DX1873                          STATION RECOVERY (1996)
 DX1873
 DX1873'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0563 ***********************************************************************
 HS0563  DESIGNATION -  58.30 EBMUD
 HS0563  PID         -  HS0563
 HS0563  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0563  USGS QUAD   -  HOLT (1994)
 HS0563
 HS0563                         *CURRENT SURVEY CONTROL
 HS0563  ___________________________________________________________________
 HS0563* NAD 83(1986)-  37 56 10.     (N)    121 28 27.     (W)     SCALED    
 HS0563* NAVD 88     -         1.19   (+/-2cm)       3.9    (feet)  VERTCON   
 HS0563  ___________________________________________________________________
 HS0563  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HS0563  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0563
 HS0563.The horizontal coordinates were scaled from a topographic map and have
 HS0563.an estimated accuracy of +/- 6 seconds.
 HS0563
 HS0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0563.The vertical order pertains to the NGVD 29 superseded value.
 HS0563
 HS0563.The geoid height was determined by GEOID03.
 HS0563
 HS0563;                    North         East    Units  Estimated Accuracy
 HS0563;SPC CA 3     -   659,830.    1,914,370.      MT  (+/- 180 meters Scaled)
 HS0563
 HS0563                          SUPERSEDED SURVEY CONTROL
 HS0563
 HS0563  NGVD 29 (??/??/92)    0.504  (m)            1.65   (f) ADJ UNCH    1 2
 HS0563
 HS0563.Superseded values are not recommended for survey control.
 HS0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0563.See file dsdata.txt to determine how the superseded data were derived.
 HS0563
 HS0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG340998(NAD 83)
 HS0563_MARKER: DD = SURVEY DISK
 HS0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0563_SP_SET: CONCRETE MANHOLE
 HS0563_STAMPING: P 2276+58.30 1.69 H 2276+73.98
 HS0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0563
 HS0563  HISTORY     - Date     Condition        Report By
 HS0563  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0563  HISTORY     - 1967     GOOD             NGS
 HS0563
 HS0563                          STATION DESCRIPTION
 HS0563
 HS0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0563'2.4 MI W FROM HOLT.
 HS0563'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS0563'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 2.35 MILES WEST ALONG
 HS0563'MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE
 HS0563'NORTH SIDE OF UPPER JONES TRACK, IN THE TOP OF THE EAST END OF
 HS0563'CONCRETE MANHOLE STRUCTURE 123 OF THE CENTER PIPE LINE, 40 FEET
 HS0563'SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF THE EAST
 HS0563'WALL OF THE MANHOLE STRUCTURE, AND ABOUT 12 FEET HIGHER THAN THE
 HS0563'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2493 ***********************************************************************
 HS2493  DESIGNATION -  58.46 USBR
 HS2493  PID         -  HS2493
 HS2493  STATE/COUNTY-  CA/MERCED
 HS2493  USGS QUAD   -  HOWARD RANCH (1971)
 HS2493
 HS2493                         *CURRENT SURVEY CONTROL
 HS2493  ___________________________________________________________________
 HS2493* NAD 83(1986)-  37 14 20.     (N)    121 04 39.     (W)     SCALED    
 HS2493* NAVD 88     -        55.76   (+/-2cm)     182.9    (feet)  VERTCON   
 HS2493  ___________________________________________________________________
 HS2493  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 HS2493  VERT ORDER  -  THIRD (See Below)
 HS2493
 HS2493.The horizontal coordinates were scaled from a topographic map and have
 HS2493.an estimated accuracy of +/- 6 seconds.
 HS2493
 HS2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2493.The vertical order pertains to the NGVD 29 superseded value.
 HS2493
 HS2493.The geoid height was determined by GEOID03.
 HS2493
 HS2493;                    North         East    Units  Estimated Accuracy
 HS2493;SPC CA 3     -   582,160.    1,948,760.      MT  (+/- 180 meters Scaled)
 HS2493
 HS2493                          SUPERSEDED SURVEY CONTROL
 HS2493
 HS2493  NGVD 29 (??/??/??)   54.97   (m)          180.3    (f) RESET       3  
 HS2493
 HS2493.Superseded values are not recommended for survey control.
 HS2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2493.See file dsdata.txt to determine how the superseded data were derived.
 HS2493
 HS2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG705231(NAD 83)
 HS2493_MARKER: DD = SURVEY DISK
 HS2493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2493_SP_SET: BRIDGE CURB
 HS2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2493
 HS2493  HISTORY     - Date     Condition        Report By
 HS2493  HISTORY     - UNK      MONUMENTED       BOR
 HS2493  HISTORY     - 1961     GOOD             NGS
 HS2493  HISTORY     - 1964     GOOD             NGS
 HS2493
 HS2493                          STATION DESCRIPTION
 HS2493
 HS2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2493'5.5 MI W FROM GUSTINE.
 HS2493'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2493'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST ALONG
 HS2493'SULLIVAN ROAD, THENCE 0.5 MILE SOUTH ALONG THE DELTA-MENDOTA
 HS2493'CANAL, AT THE CROSSING OF ELHOLM ROAD, AT BRIDGE 58.46, IN
 HS2493'THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB, 12 NORTH
 HS2493'OF THE CENTER LINE OF ELHOLM ROAD, 22 FEET WEST OF THE CENTER
 HS2493'LINE OF THE LEVEE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 HS2493
 HS2493                          STATION RECOVERY (1964)
 HS2493
 HS2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1085 ***********************************************************************
 FU1085  DESIGNATION -  580+00 CAHD
 FU1085  PID         -  FU1085
 FU1085  STATE/COUNTY-  CA/TULARE
 FU1085  USGS QUAD   -  PIXLEY (1969)
 FU1085
 FU1085                         *CURRENT SURVEY CONTROL
 FU1085  ___________________________________________________________________
 FU1085* NAD 83(1986)-  35 56 50.     (N)    119 17 19.     (W)     SCALED    
 FU1085* NAVD 88     -        81.49   (+/-2cm)     267.4    (feet)  VERTCON   
 FU1085  ___________________________________________________________________
 FU1085  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 FU1085  VERT ORDER  -  THIRD (See Below)
 FU1085
 FU1085.The horizontal coordinates were scaled from a topographic map and have
 FU1085.an estimated accuracy of +/- 6 seconds.
 FU1085
 FU1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1085.The vertical order pertains to the NGVD 29 superseded value.
 FU1085
 FU1085.The geoid height was determined by GEOID03.
 FU1085
 FU1085;                    North         East    Units  Estimated Accuracy
 FU1085;SPC CA 4     -   568,160.    1,973,960.      MT  (+/- 180 meters Scaled)
 FU1085
 FU1085                          SUPERSEDED SURVEY CONTROL
 FU1085
 FU1085  NGVD 29 (??/??/??)   80.67   (m)          264.7    (f) RESET       3  
 FU1085
 FU1085.Superseded values are not recommended for survey control.
 FU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1085.See file dsdata.txt to determine how the superseded data were derived.
 FU1085
 FU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV935805(NAD 83)
 FU1085_MARKER: DD = SURVEY DISK
 FU1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1085_STAMPING: 580+00 POT
 FU1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1085+STABILITY: SURFACE MOTION
 FU1085
 FU1085  HISTORY     - Date     Condition        Report By
 FU1085  HISTORY     - UNK      MONUMENTED       CADH
 FU1085  HISTORY     - 1957     GOOD             NGS
 FU1085  HISTORY     - 1969     MARK NOT FOUND   NGS
 FU1085
 FU1085                          STATION DESCRIPTION
 FU1085
 FU1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FU1085'1.5 MI S FROM PIXLEY.
 FU1085'1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU1085'THE STATION AT PIXLEY, IN R25E T23S S8, 0.3 MILE NORTH OF BENCH
 FU1085'MARK M 829, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S.
 FU1085'HIGHWAY 99, 53 1/2 FEET EAST OF THE CENTER LINE OF THE WEST
 FU1085'LANES OF THE HIGHWAY, 46.6 FEET NORTH OF THE NORTH END OF THE
 FU1085'WEST CONCRETE HEAD WALL OF 24-INCH CORRUGATED METAL PIPE CULVERT
 FU1085'A-579+50 UNDER THE EAST LANES OF THE HIGHWAY, 35 FEET WEST OF
 FU1085'THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 1.4 FEET
 FU1085'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 FU1085'EAST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FU1085'POST FLUSH WITH THE GROUND.
 FU1085
 FU1085                          STATION RECOVERY (1969)
 FU1085
 FU1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FU1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0446 ***********************************************************************
 LU0446  DESIGNATION -  580.3 USGS
 LU0446  PID         -  LU0446
 LU0446  STATE/COUNTY-  CA/TEHAMA
 LU0446  USGS QUAD   -  MITCHELL GULCH (1976)
 LU0446
 LU0446                         *CURRENT SURVEY CONTROL
 LU0446  ___________________________________________________________________
 LU0446* NAD 83(1986)-  40 18 46.     (N)    122 27 46.     (W)     SCALED    
 LU0446* NAVD 88     -       177.67   (+/-2cm)     582.9    (feet)  VERTCON   
 LU0446  ___________________________________________________________________
 LU0446  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 LU0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0446
 LU0446.The horizontal coordinates were scaled from a topographic map and have
 LU0446.an estimated accuracy of +/- 6 seconds.
 LU0446
 LU0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0446.The vertical order pertains to the NGVD 29 superseded value.
 LU0446
 LU0446.The geoid height was determined by GEOID03.
 LU0446
 LU0446;                    North         East    Units  Estimated Accuracy
 LU0446;SPC CA 1     -   608,860.    1,960,670.      MT  (+/- 180 meters Scaled)
 LU0446
 LU0446                          SUPERSEDED SURVEY CONTROL
 LU0446
 LU0446  NGVD 29 (??/??/92)  176.886  (m)          580.33   (f) ADJ UNCH    2 0
 LU0446
 LU0446.Superseded values are not recommended for survey control.
 LU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0446.See file dsdata.txt to determine how the superseded data were derived.
 LU0446
 LU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK456626(NAD 83)
 LU0446_MARKER: N = NAIL
 LU0446_SETTING: 0 = UNSPECIFIED SETTING
 LU0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0446
 LU0446  HISTORY     - Date     Condition        Report By
 LU0446  HISTORY     - UNK      MONUMENTED       USGS
 LU0446  HISTORY     - 1948     GOOD             NGS
 LU0446
 LU0446                          STATION DESCRIPTION
 LU0446
 LU0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0446'2.9 MI NE FROM BAKER FIRE CAMP.
 LU0446'2.9 MILES NORTHEAST ALONG A COUNTY PAVED ROAD FROM THE BAKER FIRE
 LU0446'CAMP OF THE CALIFORNIA DIVISION OF FORESTRY, AT FARQUHAR SCHOOL,
 LU0446'ABOUT 41 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 LU0446'73.4 FEET EAST OF B.M. L 340, 72.9 FEET EAST OF THE SOUTHEAST
 LU0446'CORNER OF A CONCRETE WELL HOUSE, 35 FEET NORTH OF THE CENTER LINE
 LU0446'OF THE ROAD, ABOUT LEVEL WITH THE ROAD, SET IN THE NORTH BASE OF
 LU0446'A 36-INCH OAK TREE, AND MARKED BY THE WHITE PAINTED LETTERS
 LU0446'580.3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FS1372 ***********************************************************************
 FS1372  DESIGNATION -  5800
 FS1372  PID         -  FS1372
 FS1372  STATE/COUNTY-  CA/SAN BERNARDINO
 FS1372  USGS QUAD   -  MID HILLS (1983)
 FS1372
 FS1372                         *CURRENT SURVEY CONTROL
 FS1372  ___________________________________________________________________
 FS1372* NAD 83(1992)-  35 08 04.19992(N)    115 26 47.70925(W)     ADJUSTED  
 FS1372* NAVD 88     -      1774.0    (meters)    5820.     (feet)  VERTCON   
 FS1372  ___________________________________________________________________
 FS1372  EPOCH DATE  -        1991.35
 FS1372  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 FS1372  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FS1372  HORZ ORDER  -  THIRD
 FS1372
 FS1372.The horizontal coordinates were established by classical geodetic methods
 FS1372.and adjusted by the National Geodetic Survey in June 1996.
 FS1372.The horizontal coordinates are valid at the epoch date displayed above.
 FS1372.The epoch date for horizontal control is a decimal equivalence
 FS1372.of Year/Month/Day.
 FS1372
 FS1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 FS1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FS1372
 FS1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FS1372
 FS1372.The geoid height was determined by GEOID03.
 FS1372
 FS1372;                    North         East     Units Scale Factor Converg.
 FS1372;SPC CA 5     -   684,264.685 2,232,676.484   MT  0.99994445   +1 27 19.7
 FS1372;SPC CA 5     - 2,244,958.39  7,325,039.43   sFT  0.99994445   +1 27 19.7
 FS1372;UTM  11      - 3,889,063.035   641,525.169   MT  0.99984685   +0 53 38.9
 FS1372
 FS1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FS1372!SPC CA 5     -   0.99972624  x   0.99994445  =   0.99967071
 FS1372!UTM  11      -   0.99972624  x   0.99984685  =   0.99957313
 FS1372
 FS1372                          SUPERSEDED SURVEY CONTROL
 FS1372
 FS1372  NAD 83(1992)-  35 08 04.20203(N)    115 26 47.71086(W) AD(1984.00) 3
 FS1372  NAD 83(1986)-  35 08 04.20365(N)    115 26 47.70449(W) AD(1984.00) 3
 FS1372  NGVD 29 (05/21/91) 1773.0    (m)         5817.     (f) VERT ANG    3  
 FS1372
 FS1372.Superseded values are not recommended for survey control.
 FS1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FS1372.See file dsdata.txt to determine how the superseded data were derived.
 FS1372
 FS1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPU4152589063(NAD 83)
 FS1372_MARKER: DS = TRIANGULATION STATION DISK
 FS1372_SETTING: 80 = SET IN A BOULDER
 FS1372_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FS1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FS1372+STABILITY: SURFACE MOTION
 FS1372
 FS1372  HISTORY     - Date     Condition        Report By
 FS1372  HISTORY     - 1955     MONUMENTED       USGS
 FS1372
 FS1372                          STATION DESCRIPTION
 FS1372
 FS1372'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FS1372'LOCATED ABOUT 8.0 MI SSE. OF CIMA, 5.0 MI WNW. OF TABLE TOP
 FS1372'MOUNTAIN, 2.0 MI S. OF CEDAR CANYON.  ON SOUTH AND HIGHEST ONE OF
 FS1372'TWO PEAKS.
 FS1372'
 FS1372'TO REACH, PACK 20-MINUTES FROM VALLEY ON EAST SIDE.
 FS1372'
 FS1372'STATION MARK--EXISTING STANDARD VABM TABLET STAMPED---5800 1910---,
 FS1372'IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0218 ***********************************************************************
 FU0218  DESIGNATION -  581+33.00 CAHD
 FU0218  PID         -  FU0218
 FU0218  STATE/COUNTY-  CA/KERN
 FU0218  USGS QUAD   -  METTLER (1992)
 FU0218
 FU0218                         *CURRENT SURVEY CONTROL
 FU0218  ___________________________________________________________________
 FU0218* NAD 83(1986)-  35 05 02.     (N)    118 58 35.     (W)     SCALED    
 FU0218* NAVD 88     -       139.23   (+/-2cm)     456.8    (feet)  VERTCON   
 FU0218  ___________________________________________________________________
 FU0218  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 FU0218  VERT ORDER  -  THIRD (See Below)
 FU0218
 FU0218.The horizontal coordinates were scaled from a topographic map and have
 FU0218.an estimated accuracy of +/- 6 seconds.
 FU0218
 FU0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0218.The vertical order pertains to the NGVD 29 superseded value.
 FU0218
 FU0218.The geoid height was determined by GEOID03.
 FU0218
 FU0218;                    North         East    Units  Estimated Accuracy
 FU0218;SPC CA 5     -   676,130.    1,910,970.      MT  (+/- 180 meters Scaled)
 FU0218
 FU0218                          SUPERSEDED SURVEY CONTROL
 FU0218
 FU0218  NGVD 29 (??/??/??)  138.47   (m)          454.3    (f) RESET       3  
 FU0218
 FU0218.Superseded values are not recommended for survey control.
 FU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0218.See file dsdata.txt to determine how the superseded data were derived.
 FU0218
 FU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU198841(NAD 83)
 FU0218_MARKER: DD = SURVEY DISK
 FU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0218_STAMPING: 581+33.00
 FU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0218+STABILITY: SURFACE MOTION
 FU0218
 FU0218  HISTORY     - Date     Condition        Report By
 FU0218  HISTORY     - UNK      MONUMENTED       CADH
 FU0218  HISTORY     - 1961     GOOD             NGS
 FU0218  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0218
 FU0218                          STATION DESCRIPTION
 FU0218
 FU0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0218'1.9 MI N FROM METTLER.
 FU0218'1.9 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF STATE
 FU0218'HIGHWAY 166 AND 33 AT METTLER, IN R20W T 12N S 26, BETWEEN THE
 FU0218'EAST AND WEST TRAFFIC LANES OF THE HIGHWAY, 36 1/2 FEET EAST OF THE
 FU0218'CENTER LINE OF THE WEST LANES, 35 1/2 WEST OF THE CENTER LINE OF
 FU0218'THE EAST LANES, 202 1/2 FEET NORTHWEST AND ACROSS THE EAST LANES
 FU0218'FROM POWER POLE 20567 10/1, 177 FEET NORTH OF A POINT IN LINE WITH
 FU0218'A ROW OF POWER LINE POLES LEADING EAST, 1.1 FEET SOUTH OF A STEEL
 FU0218'STATION MARKER POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND
 FU0218'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0218
 FU0218                          STATION RECOVERY (1970)
 FU0218
 FU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0762 ***********************************************************************
 LU0762  DESIGNATION -  5816.5 USGS
 LU0762  PID         -  LU0762
 LU0762  STATE/COUNTY-  CA/TRINITY
 LU0762  USGS QUAD   -  BULLY CHOOP MTN (1982)
 LU0762
 LU0762                         *CURRENT SURVEY CONTROL
 LU0762  ___________________________________________________________________
 LU0762* NAD 83(1986)-  40 32 57.     (N)    122 45 55.     (W)     SCALED    
 LU0762* NAVD 88     -      1773.73   (+/-2cm)    5819.3    (feet)  VERTCON   
 LU0762  ___________________________________________________________________
 LU0762  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 LU0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0762
 LU0762.The horizontal coordinates were scaled from a topographic map and have
 LU0762.an estimated accuracy of +/- 6 seconds.
 LU0762
 LU0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0762.The vertical order pertains to the NGVD 29 superseded value.
 LU0762
 LU0762.The geoid height was determined by GEOID03.
 LU0762
 LU0762;                    North         East    Units  Estimated Accuracy
 LU0762;SPC CA 1     -   635,290.    1,935,180.      MT  (+/- 180 meters Scaled)
 LU0762
 LU0762                          SUPERSEDED SURVEY CONTROL
 LU0762
 LU0762  NGVD 29 (??/??/92) 1772.768  (m)         5816.16   (f) ADJ UNCH    2 0
 LU0762
 LU0762.Superseded values are not recommended for survey control.
 LU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0762.See file dsdata.txt to determine how the superseded data were derived.
 LU0762
 LU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK198887(NAD 83)
 LU0762_MARKER: Q = CHISELED SQUARE
 LU0762_SETTING: 66 = SET IN ROCK OUTCROP
 LU0762_SP_SET: ROCK CUT
 LU0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU0762+STABILITY: POSITION/ELEVATION WELL
 LU0762
 LU0762  HISTORY     - Date     Condition        Report By
 LU0762  HISTORY     - UNK      MONUMENTED       USGS
 LU0762  HISTORY     - 1949     GOOD             NGS
 LU0762
 LU0762                          STATION DESCRIPTION
 LU0762
 LU0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0762'18.1 MI S FROM BUCKHORN.
 LU0762'4.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM THE STORE AND GAS
 LU0762'STATION AT BUCKHORN, THENCE 13.6 MILES SOUTH ALONG THE BULLY
 LU0762'CHOOP ROAD, ON THE INSIDE OF A U CURVE, AT THE APPROXIMATE
 LU0762'CENTER OF A ROCK CUT, A CHISELED SQUARE AT THE SOUTH EDGE OF A
 LU0762'SMALL LEDGE, 11 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LU0762'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 LU0762'PAINTED NUMBERS 5816.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0702 ***********************************************************************
 KT0702  DESIGNATION -  5819.2 USGS
 KT0702  PID         -  KT0702
 KT0702  STATE/COUNTY-  CA/TEHAMA
 KT0702  USGS QUAD   -  LOG SPRING (1967)
 KT0702
 KT0702                         *CURRENT SURVEY CONTROL
 KT0702  ___________________________________________________________________
 KT0702* NAD 83(1986)-  39 49 26.     (N)    122 46 03.     (W)     SCALED    
 KT0702* NAVD 88     -      1775.50   (+/-2cm)    5825.1    (feet)  VERTCON   
 KT0702  ___________________________________________________________________
 KT0702  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 KT0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0702
 KT0702.The horizontal coordinates were scaled from a topographic map and have
 KT0702.an estimated accuracy of +/- 6 seconds.
 KT0702
 KT0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0702.The vertical order pertains to the NGVD 29 superseded value.
 KT0702
 KT0702.The geoid height was determined by GEOID03.
 KT0702
 KT0702;                    North         East    Units  Estimated Accuracy
 KT0702;SPC CA 1     -   554,760.    1,934,290.      MT  (+/- 180 meters Scaled)
 KT0702
 KT0702                          SUPERSEDED SURVEY CONTROL
 KT0702
 KT0702  NGVD 29 (??/??/92) 1774.518  (m)         5821.90   (f) ADJ UNCH    2 0
 KT0702
 KT0702.Superseded values are not recommended for survey control.
 KT0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0702.See file dsdata.txt to determine how the superseded data were derived.
 KT0702
 KT0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK198082(NAD 83)
 KT0702_MARKER: N = NAIL
 KT0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0702_SP_SET: TREE
 KT0702_STAMPING: USGS BM
 KT0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0702
 KT0702  HISTORY     - Date     Condition        Report By
 KT0702  HISTORY     - UNK      MONUMENTED       USGS
 KT0702  HISTORY     - 1940     GOOD             NGS
 KT0702
 KT0702                          STATION DESCRIPTION
 KT0702
 KT0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0702'20.7 MI SW FROM PASKENTA.
 KT0702'LOCATED 20.7 MILES SOUTH-WEST OF THE POST OFFICE IN PASKENTA,
 KT0702'TEHAMA COUNTY, CALIF., ALONG THE PASKENTA-DOS RIOS ROAD, AND IN
 KT0702'THE MENDOCINO NATL. FOREST-- ABOUT 80 FEET SOUTH-EAST OF THE
 KT0702'COLD SPRING ROAD FORK-- ABOUT 40 FEET SOUTH-EAST OF N-601 1940.
 KT0702'THE ROOT OF A 40 IN PINE AND PAINTED U.S.B.M. 5819.2.  (COPPER
 KT0702'NAIL AND WASHER).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0209 ***********************************************************************
 KS0209  DESIGNATION -  5820.9
 KS0209  PID         -  KS0209
 KS0209  STATE/COUNTY-  CA/PLACER
 KS0209  USGS QUAD   -  GRANITE CHIEF (1979)
 KS0209
 KS0209                         *CURRENT SURVEY CONTROL
 KS0209  ___________________________________________________________________
 KS0209* NAD 83(1986)-  39 14 54.     (N)    120 21 11.     (W)     SCALED    
 KS0209* NAVD 88     -      1775.33   (+/-2cm)    5824.6    (feet)  VERTCON   
 KS0209  ___________________________________________________________________
 KS0209  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 KS0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0209
 KS0209.The horizontal coordinates were scaled from a topographic map and have
 KS0209.an estimated accuracy of +/- 6 seconds.
 KS0209
 KS0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0209.The vertical order pertains to the NGVD 29 superseded value.
 KS0209
 KS0209.The geoid height was determined by GEOID03.
 KS0209
 KS0209;                    North         East    Units  Estimated Accuracy
 KS0209;SPC CA 2     -   676,860.    2,142,150.      MT  (+/- 180 meters Scaled)
 KS0209
 KS0209                          SUPERSEDED SURVEY CONTROL
 KS0209
 KS0209  NGVD 29 (??/??/??) 1774.158  (m)         5820.72   (f) ADJUSTED    2 0
 KS0209
 KS0209.Superseded values are not recommended for survey control.
 KS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0209.See file dsdata.txt to determine how the superseded data were derived.
 KS0209
 KS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ284476(NAD 83)
 KS0209_MARKER: N = NAIL
 KS0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0209_SP_SET: BRIDGE
 KS0209_MARK LOGO: USGS  
 KS0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0209
 KS0209  HISTORY     - Date     Condition        Report By
 KS0209  HISTORY     - UNK      MONUMENTED       USGS
 KS0209  HISTORY     - 1952     GOOD             CGS
 KS0209
 KS0209                          STATION DESCRIPTION
 KS0209
 KS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0209'9.2 MI S FROM SODA SPRINGS.
 KS0209'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA
 KS0209'SPRINGS, THENCE 9.0 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0209'MEADOWS ROAD, 0.6 MILE SOUTH OF THE CEDARS, A COPPER NAIL AND
 KS0209'WASHER IN THE TOP OF THE SOUTH CONCRETE WING WALL OF A BRIDGE
 KS0209'OVER THE NORTH FORK OF AMERICAN RIVER, 8 1/2 FEET SOUTHEAST OF
 KS0209'THE CENTER LINE OF THE BRIDGE, 2.0 FEET SOUTHWEST OF THE SOUTH
 KS0209'CORNER OF THE CONCRETE ABUTMENT OF THE BRIDGE, AND MARKED BY
 KS0209'THE WHITE PAINTED LETTERS B M.  NOTE-- THE ROAD IS IMPASSABLE
 KS0209'AT THIS POINT DUE TO THE COLLAPSE OF THIS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0650 ***********************************************************************
 JR0650  DESIGNATION -  5828
 JR0650  PID         -  JR0650
 JR0650  STATE/COUNTY-  CA/TUOLUMNE
 JR0650  USGS QUAD   -  DARDANELLE (1979)
 JR0650
 JR0650                         *CURRENT SURVEY CONTROL
 JR0650  ___________________________________________________________________
 JR0650* NAD 83(1986)-  38 20 25.     (N)    119 49 28.     (W)     SCALED    
 JR0650* NAVD 88     -      1778.495  (meters)    5834.95   (feet)  POSTED    
 JR0650  ___________________________________________________________________
 JR0650  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 JR0650  DYNAMIC HT  -        1776.540 (meters)    5828.53  (feet)  COMP
 JR0650  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 JR0650
 JR0650  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0650
 JR0650.The horizontal coordinates were scaled from a topographic map and have
 JR0650.an estimated accuracy of +/- 6 seconds.
 JR0650
 JR0650.The orthometric height was determined by differential leveling
 JR0650.and adjusted in October 2003.
 JR0650.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0650.rate of 1.1 thru 2.0 mm/km.
 JR0650
 JR0650.The geoid height was determined by GEOID03.
 JR0650
 JR0650.The dynamic height is computed by dividing the NAVD 88
 JR0650.geopotential number by the normal gravity value computed on the
 JR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0650.degrees latitude (g = 980.6199 gals.).
 JR0650
 JR0650.The modeled gravity was interpolated from observed gravity values.
 JR0650
 JR0650;                    North         East    Units  Estimated Accuracy
 JR0650;SPC CA 3     -   704,460.    2,059,060.      MT  (+/- 180 meters Scaled)
 JR0650
 JR0650                          SUPERSEDED SURVEY CONTROL
 JR0650
 JR0650  NGVD 29 (??/??/92) 1777.284  (m)         5830.97   (f) ADJ UNCH    1 2
 JR0650
 JR0650.Superseded values are not recommended for survey control.
 JR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0650.See file dsdata.txt to determine how the superseded data were derived.
 JR0650
 JR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC531473(NAD 83)
 JR0650_MARKER: B = BOLT
 JR0650_SETTING: 66 = SET IN ROCK OUTCROP
 JR0650_SP_SET: OUTCROP
 JR0650_STAMPING: SGS 5831.409
 JR0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0650+STABILITY: POSITION/ELEVATION WELL
 JR0650
 JR0650  HISTORY     - Date     Condition        Report By
 JR0650  HISTORY     - UNK      MONUMENTED       USGS
 JR0650  HISTORY     - 1957     GOOD             NGS
 JR0650
 JR0650                          STATION DESCRIPTION
 JR0650
 JR0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0650'0.4 MI E FROM DARDANELLE.
 JR0650'0.4 MILE EAST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE AND
 JR0650'STORE AT DARDANELLE, IN R 20 E, T 6 N, S 30, 0.05 MILE EAST OF
 JR0650'A CONCRETE BRIDGE OVER MIDDLE FORK STANISLAUS RIVER, AT THE T
 JR0650'JUNCTION OF A DIRT ROAD LEADING SOUTH TO THE RIVER, IN THE TOP
 JR0650'OF A LARGE OUTCROP WHICH PROJECTS ABOUT 15 FEET ABOVE THE
 JR0650'GROUND, 189 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JR0650'35.5 FEET NORTH OF THE NORTH CONCRETE AND ROCK ABUTMENT OF AN
 JR0650'ABANDONED BRIDGE, 16 1/2 FEET WEST OF THE CENTER LINE OF THE
 JR0650'ROAD, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 JR0650'YELLOW PAINTED LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0682 ***********************************************************************
 KT0682  DESIGNATION -  5834.0 USGS
 KT0682  PID         -  KT0682
 KT0682  STATE/COUNTY-  CA/TEHAMA
 KT0682  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0682
 KT0682                         *CURRENT SURVEY CONTROL
 KT0682  ___________________________________________________________________
 KT0682* NAD 83(1986)-  39 51 42.     (N)    122 56 18.     (W)     SCALED    
 KT0682* NAVD 88     -      1780.17   (+/-2cm)    5840.4    (feet)  VERTCON   
 KT0682  ___________________________________________________________________
 KT0682  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 KT0682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0682
 KT0682.The horizontal coordinates were scaled from a topographic map and have
 KT0682.an estimated accuracy of +/- 6 seconds.
 KT0682
 KT0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0682.The vertical order pertains to the NGVD 29 superseded value.
 KT0682
 KT0682.The geoid height was determined by GEOID03.
 KT0682
 KT0682;                    North         East    Units  Estimated Accuracy
 KT0682;SPC CA 1     -   559,100.    1,919,710.      MT  (+/- 180 meters Scaled)
 KT0682
 KT0682                          SUPERSEDED SURVEY CONTROL
 KT0682
 KT0682  NGVD 29 (??/??/92) 1779.075  (m)         5836.85   (f) ADJ UNCH    2 0
 KT0682
 KT0682.Superseded values are not recommended for survey control.
 KT0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0682.See file dsdata.txt to determine how the superseded data were derived.
 KT0682
 KT0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK052124(NAD 83)
 KT0682_MARKER: N = NAIL
 KT0682_SETTING: 66 = SET IN ROCK OUTCROP
 KT0682_SP_SET: ROCK OUTCROP
 KT0682_STAMPING: USGS BM
 KT0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0682+STABILITY: POSITION/ELEVATION WELL
 KT0682
 KT0682  HISTORY     - Date     Condition        Report By
 KT0682  HISTORY     - UNK      MONUMENTED       USGS
 KT0682  HISTORY     - 1940     GOOD             NGS
 KT0682
 KT0682                          STATION DESCRIPTION
 KT0682
 KT0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0682'32.4 MI NE FROM COVELO.
 KT0682'LOCATED 32.45 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0682'MENDOCINO COUNTY, CALIF., ALONG THE DOS RIOS-PASKENTA ROAD, AND
 KT0682'IN THE MENDOCINO NATL. FOREST-- ABOUT 0.1 MILE EAST OF GOVERNMENT
 KT0682'FLAT-- ABOUT 150 FEET NORTH-WEST OF THE CENTERLINE OF ROAD-- IN
 KT0682'THE TOP OF LARGE ROCK OUT-CROP AND PAINTED U.S.B.M. 5834.0 COPPER
 KT0682'NAIL AND WASHER SET IN DRILL HOLE-- U.S.B.M. WITNESS POST IS SET
 KT0682'BETWEEN B.M. AND ROAD.  THIS MARK IS LOCATED 1.1 MILES SOUTH-WEST
 KT0682'OF U.S.G.S. B-3 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1251 ***********************************************************************
 MX1251  DESIGNATION -  5844
 MX1251  PID         -  MX1251
 MX1251  STATE/COUNTY-  CA/DEL NORTE
 MX1251  USGS QUAD   -  BROKEN RIB MOUNTIAN (1996)
 MX1251
 MX1251                         *CURRENT SURVEY CONTROL
 MX1251  ___________________________________________________________________
 MX1251* NAD 83(1992)-  41 55 13.22941(N)    123 39 21.27205(W)     ADJUSTED  
 MX1251* NAVD 88     -      1783.     (meters)    5850.     (feet)  SCALED    
 MX1251  ___________________________________________________________________
 MX1251  EPOCH DATE  -        1991.35
 MX1251  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 MX1251  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 MX1251  HORZ ORDER  -  SECOND
 MX1251
 MX1251.The horizontal coordinates were established by classical geodetic methods
 MX1251.and adjusted by the National Geodetic Survey in March 1994.
 MX1251.The horizontal coordinates are valid at the epoch date displayed above.
 MX1251.The epoch date for horizontal control is a decimal equivalence
 MX1251.of Year/Month/Day.
 MX1251
 MX1251.The orthometric height was scaled from a topographic map.
 MX1251
 MX1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1251
 MX1251.The geoid height was determined by GEOID03.
 MX1251
 MX1251;                    North         East     Units Scale Factor Converg.
 MX1251;SPC CA 1     -   788,572.666 1,862,633.679   MT  1.00007434   -1 04 58.0
 MX1251;SPC CA 1     - 2,587,175.49  6,110,990.66   sFT  1.00007434   -1 04 58.0
 MX1251;SPC OR S     -    33,113.299 1,238,232.760   MT  1.00012949   -2 09 32.8
 MX1251;SPC OR S     -   108,639.43  4,062,443.44   iFT  1.00012949   -2 09 32.8
 MX1251;UTM  10      - 4,641,139.888   445,611.359   MT  0.99963640   -0 26 17.6
 MX1251
 MX1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1251!SPC CA 1     -   0.99972435  x   1.00007434  =   0.99979867
 MX1251!SPC OR S     -   0.99972435  x   1.00012949  =   0.99985381
 MX1251!UTM  10      -   0.99972435  x   0.99963640  =   0.99936085
 MX1251
 MX1251                          SUPERSEDED SURVEY CONTROL
 MX1251
 MX1251  NAD 83(1991)-  41 55 13.22669(N)    123 39 21.27155(W) AD(1984.00) 2
 MX1251  NAD 83(1986)-  41 55 13.22198(N)    123 39 21.27253(W) AD(1984.00) 2
 MX1251  NAD 27      -  41 55 13.81150(N)    123 39 17.02780(W) AD(       ) 2
 MX1251
 MX1251.Superseded values are not recommended for survey control.
 MX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1251.See file dsdata.txt to determine how the superseded data were derived.
 MX1251
 MX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM4561141140(NAD 83)
 MX1251_MARKER: Z = SEE DESCRIPTION
 MX1251_SETTING: 0 = UNSPECIFIED SETTING
 MX1251
 MX1251  HISTORY     - Date     Condition        Report By
 MX1251  HISTORY     - 1952     MONUMENTED       CGS
 MX1251
 MX1251                          STATION DESCRIPTION
 MX1251
 MX1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1251'THE STATION IS LOCATED ABOUT 16-1/2 MILES AIRLINE SOUTH OF CAVE
 MX1251'JUNCTION, 10-1/2 MILES SOUTH OF O BRIEN, AND 5 MILES SOUTH OF
 MX1251'THE OREGON-CALIFORNIA STATE LINE, ON THE HIGHEST PART OF
 MX1251'SANGER PEAK.
 MX1251'
 MX1251'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED 5844
 MX1251'VA CEMENTED IN A DRILL HOLE IN A LARGE BOULDER PROJECTING
 MX1251'ABOUT 3 FEET.  IT IS 58.770 FEET, 17.913 METERS NORTH-NORTHWEST OF
 MX1251'STATION SANGER PK.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0207 ***********************************************************************
 KS0207  DESIGNATION -  5844.6 RM
 KS0207  PID         -  KS0207
 KS0207  STATE/COUNTY-  CA/PLACER
 KS0207  USGS QUAD   -  NORDEN (1979)
 KS0207
 KS0207                         *CURRENT SURVEY CONTROL
 KS0207  ___________________________________________________________________
 KS0207* NAD 83(1986)-  39 15 18.     (N)    120 21 11.     (W)     SCALED    
 KS0207* NAVD 88     -      1782.67   (+/-2cm)    5848.6    (feet)  VERTCON   
 KS0207  ___________________________________________________________________
 KS0207  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KS0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0207
 KS0207.The horizontal coordinates were scaled from a topographic map and have
 KS0207.an estimated accuracy of +/- 6 seconds.
 KS0207
 KS0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0207.The vertical order pertains to the NGVD 29 superseded value.
 KS0207
 KS0207.The geoid height was determined by GEOID03.
 KS0207
 KS0207;                    North         East    Units  Estimated Accuracy
 KS0207;SPC CA 2     -   677,600.    2,142,140.      MT  (+/- 180 meters Scaled)
 KS0207
 KS0207                          SUPERSEDED SURVEY CONTROL
 KS0207
 KS0207  NGVD 29 (??/??/??) 1781.492  (m)         5844.78   (f) ADJUSTED    2 0
 KS0207
 KS0207.Superseded values are not recommended for survey control.
 KS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0207.See file dsdata.txt to determine how the superseded data were derived.
 KS0207
 KS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ283484(NAD 83)
 KS0207_MARKER: N = NAIL
 KS0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0207_SP_SET: TREE
 KS0207_MARK LOGO: USGS  
 KS0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0207
 KS0207  HISTORY     - Date     Condition        Report By
 KS0207  HISTORY     - UNK      MONUMENTED       USGS
 KS0207  HISTORY     - 1952     GOOD             CGS
 KS0207
 KS0207                          STATION DESCRIPTION
 KS0207
 KS0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0207'8.6 MI S FROM SODA SPRINGS.
 KS0207'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA
 KS0207'SPRINGS, THENCE 8.4 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0207'MEADOWS ROAD, AT THE CEDARS, A COPPER NAIL AND WASHER IN THE
 KS0207'ROOT OF A FIR TREE, 37.8 FEET WEST OF W L S 10 (USGS), 18 1/2 FEET
 KS0207'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4.0 FEET HIGHER
 KS0207'THAN THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD WITH THE
 KS0207'LETTERS AND NUMBERS USBM 5844/6 NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1276 ***********************************************************************
 DC1276  DESIGNATION -  585.1 USGS
 DC1276  PID         -  DC1276
 DC1276  STATE/COUNTY-  CA/SAN DIEGO
 DC1276  USGS QUAD   -  POWAY (1975)
 DC1276
 DC1276                         *CURRENT SURVEY CONTROL
 DC1276  ___________________________________________________________________
 DC1276* NAD 83(1986)-  32 59 48.     (N)    117 06 54.     (W)     SCALED    
 DC1276* NAVD 88     -       178.98   (+/-2cm)     587.2    (feet)  VERTCON   
 DC1276  ___________________________________________________________________
 DC1276  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DC1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1276
 DC1276.The horizontal coordinates were scaled from a topographic map and have
 DC1276.an estimated accuracy of +/- 6 seconds.
 DC1276
 DC1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1276.The vertical order pertains to the NGVD 29 superseded value.
 DC1276
 DC1276.The geoid height was determined by GEOID03.
 DC1276
 DC1276;                    North         East    Units  Estimated Accuracy
 DC1276;SPC CA 6     -   592,380.    1,919,160.      MT  (+/- 180 meters Scaled)
 DC1276
 DC1276                          SUPERSEDED SURVEY CONTROL
 DC1276
 DC1276  NGVD 29 (??/??/??)  178.304  (m)          584.99   (f) ADJUSTED    2 0
 DC1276
 DC1276.Superseded values are not recommended for survey control.
 DC1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1276.See file dsdata.txt to determine how the superseded data were derived.
 DC1276
 DC1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS892509(NAD 83)
 DC1276_MARKER: Q = CHISELED SQUARE
 DC1276_SETTING: 66 = SET IN ROCK OUTCROP
 DC1276_SP_SET: ROCK OUTCROP
 DC1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC1276+STABILITY: POSITION/ELEVATION WELL
 DC1276
 DC1276  HISTORY     - Date     Condition        Report By
 DC1276  HISTORY     - UNK      MONUMENTED       USGS
 DC1276  HISTORY     - 1960     GOOD             NGS
 DC1276
 DC1276                          STATION DESCRIPTION
 DC1276
 DC1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DC1276'12.6 MI SW FROM ESCONDIDO.
 DC1276'REACHED FROM THE INTERSECTION OF BROADWAY AND GRAND AVENUE IN
 DC1276'ESCONDIDO BY GOING SOUTHWESTERLY ON GRAND AVENUE 0.35 MILE TO
 DC1276'U.S. HIGHWAY 395, THENCE SOUTHERLY ON HIGHWAY 395 FOR 7.3
 DC1276'MILES, THENCE WESTERLY ON A DIRT ROAD 2.6 MILES TO A T
 DC1276'INTERSECTION, THENCE SOUTHERLY FOR 2.1 MILE TO A HORSESHOE
 DC1276'CURVE AND A ROAD LEADING EAST.  MARK IS AT THE NORTHEAST END OF
 DC1276'THE CURVE, 42 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.
 DC1276'A CHISELED SQUARE IN THE TOP OF AN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0021 ***********************************************************************
 DY0021  DESIGNATION -  586 C OF LB
 DY0021  PID         -  DY0021
 DY0021  STATE/COUNTY-  CA/LOS ANGELES
 DY0021  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0021
 DY0021                         *CURRENT SURVEY CONTROL
 DY0021  ___________________________________________________________________
 DY0021* NAD 83(1986)-  33 47 16.     (N)    118 06 28.     (W)     SCALED    
 DY0021* NAVD 88     -         4.24   (+/-2cm)      13.9    (feet)  VERTCON   
 DY0021  ___________________________________________________________________
 DY0021  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DY0021  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0021
 DY0021.The horizontal coordinates were scaled from a topographic map and have
 DY0021.an estimated accuracy of +/- 6 seconds.
 DY0021
 DY0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0021.The vertical order pertains to the NGVD 29 superseded value.
 DY0021
 DY0021.The geoid height was determined by GEOID03.
 DY0021
 DY0021;                    North         East    Units  Estimated Accuracy
 DY0021;SPC CA 5     -   531,930.    1,990,020.      MT  (+/- 180 meters Scaled)
 DY0021
 DY0021                          SUPERSEDED SURVEY CONTROL
 DY0021
 DY0021  NGVD 29 (??/??/92)    3.495  (m)           11.47   (f) ADJ UNCH    1 2
 DY0021
 DY0021.Superseded values are not recommended for survey control.
 DY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0021.See file dsdata.txt to determine how the superseded data were derived.
 DY0021
 DY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT974391(NAD 83)
 DY0021_MARKER: DD = SURVEY DISK
 DY0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0021+STABILITY: SURFACE MOTION
 DY0021
 DY0021  HISTORY     - Date     Condition        Report By
 DY0021  HISTORY     - UNK      MONUMENTED       CA1970
 DY0021  HISTORY     - 1946     GOOD             NGS
 DY0021  HISTORY     - 1964     MARK NOT FOUND   USGS
 DY0021
 DY0021                          STATION DESCRIPTION
 DY0021
 DY0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DY0021'1.4 MI E FROM LONG BEACH.
 DY0021'ABOUT 1.4 MILE EAST OF LONG BEACH ABOUT 1.4 MILES EAST ALONG
 DY0021'ANAHEIM STREET, THENCE 0.7 MILE NORTH ALONG PALOS VERDE AVENUE
 DY0021'FROM THE INTERSECTION OF PACIFIC COAST HIGHWAY (U.S. 101) AND
 DY0021'ANAHEIM STREET.  SET DIRECTLY ACROSS THE AVENUE FROM A RANCH
 DY0021'HOUSE AND IN A DIRT STREET LEADING EAST.  41.3 FEET SOUTHWEST
 DY0021'OF HOUSE NO. 1740 (MEASURED FROM THE SOUTHWEST CORNER OF THE
 DY0021'HOUSE), 17.5 FEET EAST OF THE CENTERLINE OF PALOS VERDE AVENUE,
 DY0021'10.7 FEET SOUTH OF POWER POLE NO. 324513 E - AND IN LINE WITH
 DY0021'A ROW OF NORTH AND SOUTH POWER POLES.  A CITY OF LONG BEACH
 DY0021'STANDARD DISK SET IN TOP OF A CONCRETE POST ABOUT 0.6 FOOT BELOW
 DY0021'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 6 INCH IRON PIPE
 DY0021'WITH A COVER MARKED L.B.  ALSO 7.0 FEET NORTH OF A WHITE WOODEN
 DY0021'REFERENCE POST STENCILED (USBM).
 DY0021
 DY0021                          STATION RECOVERY (1964)
 DY0021
 DY0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DY0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0237 ***********************************************************************
 KS0237  DESIGNATION -  5861.4
 KS0237  PID         -  KS0237
 KS0237  STATE/COUNTY-  CA/PLACER
 KS0237  USGS QUAD   -  ROYAL GORGE (1979)
 KS0237
 KS0237                         *CURRENT SURVEY CONTROL
 KS0237  ___________________________________________________________________
 KS0237* NAD 83(1986)-  39 10 32.     (N)    120 23 59.     (W)     SCALED    
 KS0237* NAVD 88     -      1787.70   (+/-2cm)    5865.1    (feet)  VERTCON   
 KS0237  ___________________________________________________________________
 KS0237  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KS0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0237
 KS0237.The horizontal coordinates were scaled from a topographic map and have
 KS0237.an estimated accuracy of +/- 6 seconds.
 KS0237
 KS0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0237.The vertical order pertains to the NGVD 29 superseded value.
 KS0237
 KS0237.The geoid height was determined by GEOID03.
 KS0237
 KS0237;                    North         East    Units  Estimated Accuracy
 KS0237;SPC CA 2     -   668,710.    2,138,260.      MT  (+/- 180 meters Scaled)
 KS0237
 KS0237                          SUPERSEDED SURVEY CONTROL
 KS0237
 KS0237  NGVD 29 (??/??/??) 1786.564  (m)         5861.42   (f) ADJUSTED    2 0
 KS0237
 KS0237.Superseded values are not recommended for survey control.
 KS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0237.See file dsdata.txt to determine how the superseded data were derived.
 KS0237
 KS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ246394(NAD 83)
 KS0237_MARKER: Q = CHISELED SQUARE
 KS0237_SETTING: 80 = SET IN A BOULDER
 KS0237_MARK LOGO: USGS  
 KS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0237+STABILITY: SURFACE MOTION
 KS0237
 KS0237  HISTORY     - Date     Condition        Report By
 KS0237  HISTORY     - UNK      MONUMENTED       USGS
 KS0237  HISTORY     - 1952     GOOD             CGS
 KS0237
 KS0237                          STATION DESCRIPTION
 KS0237
 KS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0237'24.7 MI SW FROM SODA SPRINGS.
 KS0237'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0237'SODA SPRINGS, THENCE 24.45 MILES SOUTHWEST ALONG THE SODA
 KS0237'SPRINGS-FRENCH MEADOWS ROAD, ABOUT 40 YARDS WEST OF B.M. K
 KS0237'869, AT A SHARP TURN IN THE ROAD, AT THE WEST END OF A SMALL
 KS0237'CLEARING, A CHISELED SQUARE ON TOP OF A SMALL BOULDER, 14 1/2
 KS0237'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT
 KS0237'HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH
 KS0237'THE NUMBERS 5861.4 PAINTED ON IT, THERE IS A WHITE PAINTED
 KS0237'CROSS ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0265 ***********************************************************************
 KS0265  DESIGNATION -  5865
 KS0265  PID         -  KS0265
 KS0265  STATE/COUNTY-  CA/PLACER
 KS0265  USGS QUAD   -  TRUCKEE (1992)
 KS0265
 KS0265                         *CURRENT SURVEY CONTROL
 KS0265  ___________________________________________________________________
 KS0265* NAD 83(1986)-  39 18 45.     (N)    120 12 15.     (W)     SCALED    
 KS0265* NAVD 88     -      1788.27   (+/-2cm)    5867.0    (feet)  VERTCON   
 KS0265  ___________________________________________________________________
 KS0265  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 KS0265  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0265
 KS0265.The horizontal coordinates were scaled from a topographic map and have
 KS0265.an estimated accuracy of +/- 6 seconds.
 KS0265
 KS0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0265.The vertical order pertains to the NGVD 29 superseded value.
 KS0265
 KS0265.The geoid height was determined by GEOID03.
 KS0265
 KS0265;                    North         East    Units  Estimated Accuracy
 KS0265;SPC CA 2     -   684,230.    2,154,860.      MT  (+/- 180 meters Scaled)
 KS0265
 KS0265                          SUPERSEDED SURVEY CONTROL
 KS0265
 KS0265  NGVD 29 (??/??/??) 1787.060  (m)         5863.05   (f) ADJUSTED    2 0
 KS0265
 KS0265.Superseded values are not recommended for survey control.
 KS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0265.See file dsdata.txt to determine how the superseded data were derived.
 KS0265
 KS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ410551(NAD 83)
 KS0265_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KS0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0265_STAMPING: 5865.18 685+67.00 1927
 KS0265_MARK LOGO: BOR   
 KS0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0265
 KS0265  HISTORY     - Date     Condition        Report By
 KS0265  HISTORY     - 1927     MONUMENTED       BPR
 KS0265  HISTORY     - 1934     POOR             CGS
 KS0265  HISTORY     - 1954     MARK NOT FOUND   USGS
 KS0265
 KS0265                          STATION DESCRIPTION
 KS0265
 KS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0265'2 MI SW FROM TRUCKEE.
 KS0265'IN PLACER COUNTY, 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM
 KS0265'TRUCKEE, NEVADA COUNTY, 1.0 MILE SOUTH OF THE JUNCTION OF U.S.
 KS0265'HIGHWAY 40, 12 POLES NORTH OF MILEPOST 210 ON THE LAKE TAHOE
 KS0265'BRANCH OF THE SOUTHERN PACIFIC CO. RAILROAD, 100 YARDS NORTH OF
 KS0265'HIGHWAY CULVERT 682+00, AND 24 FEET EAST OF THE CENTERLINE OF THE
 KS0265'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 KS0265'STAMPED 5865.18 685+67.00 1927 AND FASTENED ON THE TOP OF A
 KS0265'2-1/2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
 KS0265
 KS0265                          STATION RECOVERY (1954)
 KS0265
 KS0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KS0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3210 ***********************************************************************
 AA3210  DESIGNATION -  5869
 AA3210  PID         -  AA3210
 AA3210  STATE/COUNTY-  CA/LOS ANGELES
 AA3210  USGS QUAD   -  OAT MOUNTAIN (1969)
 AA3210
 AA3210                         *CURRENT SURVEY CONTROL
 AA3210  ___________________________________________________________________
 AA3210* NAD 83(1986)-  34 16 02.     (N)    118 36 22.     (W)     SCALED    
 AA3210* NAVD 88     -       302.471  (meters)     992.36   (feet)  ADJUSTED  
 AA3210  ___________________________________________________________________
 AA3210  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AA3210  DYNAMIC HT  -         302.144 (meters)     991.28  (feet)  COMP
 AA3210  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 AA3210
 AA3210  VERT ORDER  -  FIRST     CLASS II
 AA3210
 AA3210.The horizontal coordinates were scaled from a topographic map and have
 AA3210.an estimated accuracy of +/- 6 seconds.
 AA3210
 AA3210.The orthometric height was determined by differential leveling
 AA3210.and adjusted in June 1995.
 AA3210
 AA3210.The geoid height was determined by GEOID03.
 AA3210
 AA3210.The dynamic height is computed by dividing the NAVD 88
 AA3210.geopotential number by the normal gravity value computed on the
 AA3210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3210.degrees latitude (g = 980.6199 gals.).
 AA3210
 AA3210.The modeled gravity was interpolated from observed gravity values.
 AA3210
 AA3210;                    North         East    Units  Estimated Accuracy
 AA3210;SPC CA 5     -   585,270.    1,944,180.      MT  (+/- 180 meters Scaled)
 AA3210
 AA3210                          SUPERSEDED SURVEY CONTROL
 AA3210
 AA3210.No superseded survey control is available for this station.
 AA3210
 AA3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521929(NAD 83)
 AA3210_MARKER: DD = SURVEY DISK
 AA3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3210_STAMPING: RE 5869 P1
 AA3210_MARK LOGO: CA-037
 AA3210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3210+STABILITY: SURFACE MOTION
 AA3210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3210+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1994
 AA3210
 AA3210  HISTORY     - Date     Condition        Report By
 AA3210  HISTORY     - UNK      MONUMENTED       CA-037
 AA3210  HISTORY     - 19940612 GOOD             NGS
 AA3210
 AA3210                          STATION DESCRIPTION
 AA3210
 AA3210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3210'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 AA3210'CANOGA PARK, THENCE 7.6 KM (4.70 MI) NORTHERLY ALONG STATE HIGHWAY 27
 AA3210'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 85.0 M
 AA3210'(278.9 FT) NORTH OF THE CENTER OF TULSA STREET, 17.1 M (56.1 FT)
 AA3210'NORTHWEST OF UTILITY LIGHT POLE NUMBER XP668-025 325120M, 6.6 M (21.7
 AA3210'FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.7
 AA3210'M (18.7 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AA3210'HIGHWAY, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE LEVEL
 AA3210'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH
 AA3210'METAL COVER CAST COUNTY ENGINEERS MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2729 ***********************************************************************
 EV2729  DESIGNATION -  5869 2
 EV2729  PID         -  EV2729
 EV2729  STATE/COUNTY-  CA/LOS ANGELES
 EV2729  USGS QUAD   -  SAN DIMAS (1981)
 EV2729
 EV2729                         *CURRENT SURVEY CONTROL
 EV2729  ___________________________________________________________________
 EV2729* NAD 83(1986)-  34 07 17.     (N)    117 45 40.     (W)     SCALED    
 EV2729* NAVD 88     -       358.62   (+/-2cm)    1176.6    (feet)  VERTCON   
 EV2729  ___________________________________________________________________
 EV2729  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EV2729  VERT ORDER  -  THIRD (See Below)
 EV2729
 EV2729.The horizontal coordinates were scaled from a topographic map and have
 EV2729.an estimated accuracy of +/- 6 seconds.
 EV2729
 EV2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2729.The vertical order pertains to the NGVD 29 superseded value.
 EV2729
 EV2729.The geoid height was determined by GEOID03.
 EV2729
 EV2729;                    North         East    Units  Estimated Accuracy
 EV2729;SPC CA 5     -   568,950.    2,022,040.      MT  (+/- 180 meters Scaled)
 EV2729
 EV2729                          SUPERSEDED SURVEY CONTROL
 EV2729
 EV2729  NGVD 29 (??/??/??)  357.83   (m)         1174.0    (f) RESET       3  
 EV2729
 EV2729.Superseded values are not recommended for survey control.
 EV2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2729.See file dsdata.txt to determine how the superseded data were derived.
 EV2729
 EV2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT298758(NAD 83)
 EV2729_MARKER: DD = SURVEY DISK
 EV2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2729_STAMPING: R E 5869
 EV2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2729+STABILITY: SURFACE MOTION
 EV2729
 EV2729  HISTORY     - Date     Condition        Report By
 EV2729  HISTORY     - UNK      MONUMENTED       CA-037
 EV2729  HISTORY     - 1961     GOOD             NGS
 EV2729
 EV2729                          STATION DESCRIPTION
 EV2729
 EV2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2729'1.6 MI E FROM LA VERNE.
 EV2729'1.6 MILES EAST ALONG BASE LINE ROAD FROM THE JUNCTION OF FOOTHILL
 EV2729'BOULEVARD AT LA VERNE, AT THE CENTER OF THE JUNCTION OF FRUIT
 EV2729'AVENUE SOUTH, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 EV2729'FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE REMOVAL
 EV2729'OF A MAN HOLE COVER MARKED COUNTY SURVEYOR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3623 ***********************************************************************
 HS3623  DESIGNATION -  588 CAHD
 HS3623  PID         -  HS3623
 HS3623  STATE/COUNTY-  CA/CONTRA COSTA
 HS3623  USGS QUAD   -  ANTIOCH SOUTH (1980)
 HS3623
 HS3623                         *CURRENT SURVEY CONTROL
 HS3623  ___________________________________________________________________
 HS3623* NAD 83(1986)-  37 59 41.     (N)    121 46 09.     (W)     SCALED    
 HS3623* NAVD 88     -        23.83   (+/-2cm)      78.2    (feet)  VERTCON   
 HS3623  ___________________________________________________________________
 HS3623  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HS3623  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3623
 HS3623.The horizontal coordinates were scaled from a topographic map and have
 HS3623.an estimated accuracy of +/- 6 seconds.
 HS3623
 HS3623.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3623.The vertical order pertains to the NGVD 29 superseded value.
 HS3623
 HS3623.The geoid height was determined by GEOID03.
 HS3623
 HS3623;                    North         East    Units  Estimated Accuracy
 HS3623;SPC CA 3     -   666,640.    1,888,530.      MT  (+/- 180 meters Scaled)
 HS3623
 HS3623                          SUPERSEDED SURVEY CONTROL
 HS3623
 HS3623  NGVD 29 (??/??/92)   23.087  (m)           75.74   (f) ADJ UNCH    1 2
 HS3623
 HS3623.Superseded values are not recommended for survey control.
 HS3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3623.See file dsdata.txt to determine how the superseded data were derived.
 HS3623
 HS3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH080059(NAD 83)
 HS3623_MARKER: DD = SURVEY DISK
 HS3623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3623_STAMPING: B M 588 CC 75 F
 HS3623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3623+STABILITY: SURFACE MOTION
 HS3623
 HS3623  HISTORY     - Date     Condition        Report By
 HS3623  HISTORY     - UNK      MONUMENTED       CADH
 HS3623  HISTORY     - 1960     GOOD             NGS
 HS3623  HISTORY     - 1963     GOOD             NGS
 HS3623
 HS3623                          STATION DESCRIPTION
 HS3623
 HS3623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3623'2 MI E FROM ANTIOCH.
 HS3623'2.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS3623'CROSSING OF A STREET AT ANTIOCH, IN R2E T2N S29, AT THE
 HS3623'CROSSING OF WILLOW AVENUE, AT A RIGHT-ANGLE IN A FENCE LINE
 HS3623'WITH A WIRE GATE, 232.7 FEET SOUTH OF THE SOUTH RAIL, 81.2
 HS3623'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RANCHHOUSE, 4.5
 HS3623'FEET SOUTH OF THE FENCE, 1.3 FEET SOUTH OF A WHITE STEEL POST,
 HS3623'ABOUT 5 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 HS3623'CONCRETE POST FLUSH WITH THE GROUND.
 HS3623
 HS3623                          STATION RECOVERY (1963)
 HS3623
 HS3623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0502 ***********************************************************************
 LU0502  DESIGNATION -  588.3 USGS
 LU0502  PID         -  LU0502
 LU0502  STATE/COUNTY-  CA/SHASTA
 LU0502  USGS QUAD   -  
 LU0502
 LU0502                         *CURRENT SURVEY CONTROL
 LU0502  ___________________________________________________________________
 LU0502* NAD 83(1986)-  40 23 32.     (N)    122 30 22.     (W)     SCALED    
 LU0502* NAVD 88     -       180.00   (+/-2cm)     590.5    (feet)  VERTCON   
 LU0502  ___________________________________________________________________
 LU0502  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 LU0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0502
 LU0502.The horizontal coordinates were scaled from a topographic map and have
 LU0502.an estimated accuracy of +/- 6 seconds.
 LU0502
 LU0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0502.The vertical order pertains to the NGVD 29 superseded value.
 LU0502
 LU0502.The geoid height was determined by GEOID03.
 LU0502
 LU0502;                    North         East    Units  Estimated Accuracy
 LU0502;SPC CA 1     -   617,700.    1,957,030.      MT  (+/- 180 meters Scaled)
 LU0502
 LU0502                          SUPERSEDED SURVEY CONTROL
 LU0502
 LU0502  NGVD 29 (??/??/92)  179.220  (m)          587.99   (f) ADJ UNCH    2 0
 LU0502
 LU0502.Superseded values are not recommended for survey control.
 LU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0502.See file dsdata.txt to determine how the superseded data were derived.
 LU0502
 LU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK419714(NAD 83)
 LU0502_MARKER: S = SPIKE
 LU0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0502_SP_SET: TREE
 LU0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0502
 LU0502  HISTORY     - Date     Condition        Report By
 LU0502  HISTORY     - UNK      MONUMENTED       USGS
 LU0502  HISTORY     - 1949     GOOD             NGS
 LU0502  HISTORY     - 1977     MARK NOT FOUND   USGS
 LU0502
 LU0502                          STATION DESCRIPTION
 LU0502
 LU0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0502'9.5 MI S FROM IGO.
 LU0502'1.1 MILES SOUTH ALONG THE ONO ROAD FROM THE POST OFFICE AT IGO,
 LU0502'THENCE 8.4 MILES SOUTH ALONG THE COTTONWOOD ROAD, AT THE
 LU0502'APPROXIMATE CENTER OF AN S CURVE, 131 FEET EAST OF THE CENTER
 LU0502'OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST TO A RANCHHOUSE,
 LU0502'12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, DRIVEN IN THE
 LU0502'NORTH SIDE OF A 36-INCH PINE TREE, AND 0.5 FOOT ABOVE THE GROUND.
 LU0502
 LU0502                          STATION RECOVERY (1977)
 LU0502
 LU0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LU0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2625 ***********************************************************************
 EV2625  DESIGNATION -  5895.59
 EV2625  PID         -  EV2625
 EV2625  STATE/COUNTY-  CA/LOS ANGELES
 EV2625  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2625
 EV2625                         *CURRENT SURVEY CONTROL
 EV2625  ___________________________________________________________________
 EV2625* NAD 83(1986)-  34 19 43.     (N)    117 51 27.     (W)     SCALED    
 EV2625* NAVD 88     -      1798.59   (+/-2cm)    5900.9    (feet)  VERTCON   
 EV2625  ___________________________________________________________________
 EV2625  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EV2625  VERT ORDER  -  THIRD (See Below)
 EV2625
 EV2625.The horizontal coordinates were scaled from a topographic map and have
 EV2625.an estimated accuracy of +/- 6 seconds.
 EV2625
 EV2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2625.The vertical order pertains to the NGVD 29 superseded value.
 EV2625
 EV2625.The geoid height was determined by GEOID03.
 EV2625
 EV2625;                    North         East    Units  Estimated Accuracy
 EV2625;SPC CA 5     -   591,920.    2,013,110.      MT  (+/- 180 meters Scaled)
 EV2625
 EV2625                          SUPERSEDED SURVEY CONTROL
 EV2625
 EV2625  NGVD 29 (??/??/??) 1797.57   (m)         5897.5    (f) RESET       3  
 EV2625
 EV2625.Superseded values are not recommended for survey control.
 EV2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2625.See file dsdata.txt to determine how the superseded data were derived.
 EV2625
 EV2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT211989(NAD 83)
 EV2625_MARKER: DD = SURVEY DISK
 EV2625_SETTING: 66 = SET IN ROCK OUTCROP
 EV2625_SP_SET: ROCK CUT
 EV2625_STAMPING: 5895.59
 EV2625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV2625+STABILITY: POSITION/ELEVATION WELL
 EV2625
 EV2625  HISTORY     - Date     Condition        Report By
 EV2625  HISTORY     - UNK      MONUMENTED       CADH
 EV2625  HISTORY     - 1962     GOOD             NGS
 EV2625  HISTORY     - 1971     MARK NOT FOUND   NGS
 EV2625
 EV2625                          STATION DESCRIPTION
 EV2625
 EV2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EV2625'27.2 MI N FROM AZUSA.
 EV2625'27.25 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,
 EV2625'TOPEKA AND SANTA FE STATION AT AZUSA, IN THE TOP OF THE
 EV2625'SOUTH-SOUTHEAST END OF THE V SHAPED HEAD WALL OF 30-INCH CULVERT
 EV2625'B-148+85, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EV2625'42 FEET NORTHWEST OF THE FACE OF A GRANITE CUT AND ABOUT LEVEL
 EV2625'WITH THE HIGHWAY.
 EV2625
 EV2625                          STATION RECOVERY (1971)
 EV2625
 EV2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0472 ***********************************************************************
 MW0472  DESIGNATION -  59 C USGS
 MW0472  PID         -  MW0472
 MW0472  STATE/COUNTY-  CA/SHASTA
 MW0472  USGS QUAD   -  EAST OF PONDOSA (1995)
 MW0472
 MW0472                         *CURRENT SURVEY CONTROL
 MW0472  ___________________________________________________________________
 MW0472* NAD 83(1986)-  41 08 51.     (N)    121 35 53.     (W)     SCALED    
 MW0472* NAVD 88     -      1154.262  (meters)    3786.94   (feet)  ADJUSTED  
 MW0472  ___________________________________________________________________
 MW0472  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 MW0472  DYNAMIC HT  -        1153.475 (meters)    3784.36  (feet)  COMP
 MW0472  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 MW0472
 MW0472  VERT ORDER  -  SECOND    CLASS 0
 MW0472
 MW0472.The horizontal coordinates were scaled from a topographic map and have
 MW0472.an estimated accuracy of +/- 6 seconds.
 MW0472
 MW0472.The orthometric height was determined by differential leveling
 MW0472.and adjusted in June 1991.
 MW0472
 MW0472.The geoid height was determined by GEOID03.
 MW0472
 MW0472.The dynamic height is computed by dividing the NAVD 88
 MW0472.geopotential number by the normal gravity value computed on the
 MW0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0472.degrees latitude (g = 980.6199 gals.).
 MW0472
 MW0472.The modeled gravity was interpolated from observed gravity values.
 MW0472
 MW0472;                    North         East    Units  Estimated Accuracy
 MW0472;SPC CA 1     -   701,520.    2,033,740.      MT  (+/- 180 meters Scaled)
 MW0472
 MW0472                          SUPERSEDED SURVEY CONTROL
 MW0472
 MW0472  NGVD 29 (??/??/??) 1153.255  (m)         3783.64   (f) ADJUSTED    2 0
 MW0472
 MW0472.Superseded values are not recommended for survey control.
 MW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0472.See file dsdata.txt to determine how the superseded data were derived.
 MW0472
 MW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL176560(NAD 83)
 MW0472_MARKER: DD = SURVEY DISK
 MW0472_SETTING: 80 = SET IN A BOULDER
 MW0472_STAMPING: 59 C 1931
 MW0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0472+STABILITY: SURFACE MOTION
 MW0472
 MW0472  HISTORY     - Date     Condition        Report By
 MW0472  HISTORY     - 1931     MONUMENTED       USGS
 MW0472  HISTORY     - 1936     GOOD             NGS
 MW0472
 MW0472                          STATION DESCRIPTION
 MW0472
 MW0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MW0472'6.9 MI SE FROM BEAR FLAT.
 MW0472'6.9 MILES SOUTHEAST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS
 MW0472'ROAD FROM BEAR FLAT, SHASTA COUNTY, 40 FEET SOUTHEAST OF FOREST
 MW0472'SERVICE TELEPHONE POLE 16/19, 40 FEET NORTHEAST OF THE CENTERLINE
 MW0472'OF THE ROAD, IN THE TOP OF A BOULDER MARKED USBM, AND ABOUT
 MW0472'15 FEET HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 MW0472'STANDARD DISK, STAMPED 59 C 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2492 ***********************************************************************
 HS2492  DESIGNATION -  59 DWR
 HS2492  PID         -  HS2492
 HS2492  STATE/COUNTY-  CA/MERCED
 HS2492  USGS QUAD   -  HOWARD RANCH (1971)
 HS2492
 HS2492                         *CURRENT SURVEY CONTROL
 HS2492  ___________________________________________________________________
 HS2492* NAD 83(1986)-  37 14 20.     (N)    121 05 09.     (W)     SCALED    
 HS2492* NAVD 88     -        59.76   (+/-2cm)     196.1    (feet)  VERTCON   
 HS2492  ___________________________________________________________________
 HS2492  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HS2492  VERT ORDER  -  THIRD (See Below)
 HS2492
 HS2492.The horizontal coordinates were scaled from a topographic map and have
 HS2492.an estimated accuracy of +/- 6 seconds.
 HS2492
 HS2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2492.The vertical order pertains to the NGVD 29 superseded value.
 HS2492
 HS2492.The geoid height was determined by GEOID03.
 HS2492
 HS2492;                    North         East    Units  Estimated Accuracy
 HS2492;SPC CA 3     -   582,170.    1,948,020.      MT  (+/- 180 meters Scaled)
 HS2492
 HS2492                          SUPERSEDED SURVEY CONTROL
 HS2492
 HS2492  NGVD 29 (??/??/??)   58.97   (m)          193.5    (f) RESET       3  
 HS2492
 HS2492.Superseded values are not recommended for survey control.
 HS2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2492.See file dsdata.txt to determine how the superseded data were derived.
 HS2492
 HS2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG697230(NAD 83)
 HS2492_MARKER: DD = SURVEY DISK
 HS2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS2492_STAMPING: 59 59
 HS2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS2492+STABILITY: SURFACE MOTION
 HS2492
 HS2492  HISTORY     - Date     Condition        Report By
 HS2492  HISTORY     - UNK      MONUMENTED       CADWR
 HS2492  HISTORY     - 1961     GOOD             NGS
 HS2492  HISTORY     - 1964     GOOD             NGS
 HS2492  HISTORY     - 1987     GOOD             USPSQD
 HS2492
 HS2492                          STATION DESCRIPTION
 HS2492
 HS2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2492'6 MI W FROM GUSTINE.
 HS2492'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2492'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST ALONG
 HS2492'SULLIVAN ROAD, THENCE 0.5 MILE SOUTH ALONG THE DELTA-MENDOTA
 HS2492'CANAL, THENCE 0.5 MILE WEST ALONG ELHOLM ROAD, AT THE JUNCTION
 HS2492'OF PETERSON ROAD SOUTH, 30 FEET NORTH OF THE CENTER LINE OF
 HS2492'ELHOLM ROAD, 42 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 HS2492'17 FEET WEST OF THJE EXTENDED CENTER LINE OF PETERSON ROAD,
 HS2492'20 FEET NORTH OF POWER POLE 15-11 3505, 16 1/2 FEET WEST OF
 HS2492'POWER POLE 65-23, 3 FEET SOUTHEAST OF A FENCE CORNER, 2.5
 HS2492'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 HS2492'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 HS2492'THE GROUND.
 HS2492
 HS2492                          STATION RECOVERY (1964)
 HS2492
 HS2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2492'RECOVERED IN GOOD CONDITION.
 HS2492
 HS2492                          STATION RECOVERY (1987)
 HS2492
 HS2492'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0838 ***********************************************************************
 DB0838  DESIGNATION -  59 JD
 DB0838  PID         -  DB0838
 DB0838  STATE/COUNTY-  CA/IMPERIAL
 DB0838  USGS QUAD   -  HOLTVILLE NE (1979)
 DB0838
 DB0838                         *CURRENT SURVEY CONTROL
 DB0838  ___________________________________________________________________
 DB0838* NAD 83(1986)-  32 58 30.     (N)    115 21 45.     (W)     SCALED    
 DB0838* NAVD 88     -       -15.560  (meters)     -51.05   (feet)  ADJUSTED  
 DB0838  ___________________________________________________________________
 DB0838  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DB0838  DYNAMIC HT  -         -15.543 (meters)     -50.99  (feet)  COMP
 DB0838  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 DB0838
 DB0838  VERT ORDER  -  SECOND    CLASS I
 DB0838
 DB0838.The horizontal coordinates were scaled from a topographic map and have
 DB0838.an estimated accuracy of +/- 6 seconds.
 DB0838
 DB0838.The orthometric height was determined by differential leveling
 DB0838.and adjusted in March 1994.
 DB0838
 DB0838.The geoid height was determined by GEOID03.
 DB0838
 DB0838.The dynamic height is computed by dividing the NAVD 88
 DB0838.geopotential number by the normal gravity value computed on the
 DB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0838.degrees latitude (g = 980.6199 gals.).
 DB0838
 DB0838.The modeled gravity was interpolated from observed gravity values.
 DB0838
 DB0838;                    North         East    Units  Estimated Accuracy
 DB0838;SPC CA 6     -   590,000.    2,082,960.      MT  (+/- 180 meters Scaled)
 DB0838
 DB0838                          SUPERSEDED SURVEY CONTROL
 DB0838
 DB0838  NGVD 29 (??/??/??)  -16.287  (m)          -53.43   (f) ADJUSTED    2 1
 DB0838
 DB0838.Superseded values are not recommended for survey control.
 DB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0838.See file dsdata.txt to determine how the superseded data were derived.
 DB0838
 DB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS530497(NAD 83)
 DB0838_MARKER: DD = SURVEY DISK
 DB0838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0838_SP_SET: CHECK WINGWALL
 DB0838_STAMPING: 59 JD 1955 53
 DB0838_MARK LOGO: USGS  
 DB0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0838+STABILITY: SURFACE MOTION
 DB0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0838+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 DB0838
 DB0838  HISTORY     - Date     Condition        Report By
 DB0838  HISTORY     - 1955     MONUMENTED       USGS
 DB0838  HISTORY     - 1972     GOOD             NGS
 DB0838  HISTORY     - 1974     GOOD             IID
 DB0838  HISTORY     - 1976     GOOD             CA-025
 DB0838  HISTORY     - 1981     GOOD             CA-025
 DB0838  HISTORY     - 1985     GOOD             CA-025
 DB0838  HISTORY     - 19881005 GOOD             CA-025
 DB0838  HISTORY     - 19911018 GOOD             CA-025
 DB0838
 DB0838                          STATION DESCRIPTION
 DB0838
 DB0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0838'9.6 MI E FROM BRAWLEY.
 DB0838'ABOUT 9.6 MILES EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0838'HIGHWAY 78, 21 FEET WEST CENTERLINE OF DELIVERY 6, 65 FEET NORTH
 DB0838'CENTERLINE OF STATE HIGHWAY 78, AND SET ON TOP AND AT NORTHEAST
 DB0838'CORNER OF NORTH WINGWALL OF CHECK ON ORITA CANAL SECTION 31, T13S,
 DB0838'R16E.  THIS IS USED AS A CA-025             BENCH MARK CO. B.-20.
 DB0838
 DB0838                          STATION RECOVERY (1974)
 DB0838
 DB0838'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1974
 DB0838'RECOVERED IN GOOD CONDITION.
 DB0838
 DB0838                          STATION RECOVERY (1976)
 DB0838
 DB0838'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DB0838'RECOVERED IN GOOD CONDITION.
 DB0838
 DB0838                          STATION RECOVERY (1981)
 DB0838
 DB0838'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DB0838'RECOVERED IN GOOD CONDITION.
 DB0838
 DB0838                          STATION RECOVERY (1985)
 DB0838
 DB0838'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0838'RECOVERED IN GOOD CONDITION.
 DB0838
 DB0838                          STATION RECOVERY (1988)
 DB0838
 DB0838'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0838'RECOVERED IN GOOD CONDITION.
 DB0838
 DB0838                          STATION RECOVERY (1991)
 DB0838
 DB0838'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0838'ABOUT 9.6 MI (15.4 KM) EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0838'HIGHWAY 78, 21 FT (6.4 M) WEST OF CENTERLINE OF DELIVERY 6, 65 FT
 DB0838'(19.8 M) NORTH OF CENTERLINE OF STATE HIGHWAY 78, AND SET ON TOP AND
 DB0838'AT NORTHEAST CORNER OF NORTH WINGWALL OF CHECK ON ORITA CANAL.
 DB0838'SECTION 31, T13S, R16E.  NOTE--THIS IS USED AS AN IMPERIAL COUNTY
 DB0838'BENCH MARK CO B 20.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0628 ***********************************************************************
 JT0628  DESIGNATION -  59 M
 JT0628  PID         -  JT0628
 JT0628  STATE/COUNTY-  CA/SONOMA
 JT0628  USGS QUAD   -  VALLEY FORD (1971)
 JT0628
 JT0628                         *CURRENT SURVEY CONTROL
 JT0628  ___________________________________________________________________
 JT0628* NAD 83(1986)-  38 20 04.     (N)    122 59 39.     (W)     SCALED    
 JT0628* NAVD 88     -        71.80   (+/-2cm)     235.6    (feet)  VERTCON   
 JT0628  ___________________________________________________________________
 JT0628  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT0628  VERT ORDER  -  THIRD (See Below)
 JT0628
 JT0628.The horizontal coordinates were scaled from a topographic map and have
 JT0628.an estimated accuracy of +/- 6 seconds.
 JT0628
 JT0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0628.The vertical order pertains to the NGVD 29 superseded value.
 JT0628
 JT0628.The geoid height was determined by GEOID03.
 JT0628
 JT0628;                    North         East    Units  Estimated Accuracy
 JT0628;SPC CA 2     -   574,600.    1,913,080.      MT  (+/- 180 meters Scaled)
 JT0628
 JT0628                          SUPERSEDED SURVEY CONTROL
 JT0628
 JT0628  NGVD 29 (??/??/??)   70.94   (m)          232.7    (f) RESET       3  
 JT0628
 JT0628.Superseded values are not recommended for survey control.
 JT0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0628.See file dsdata.txt to determine how the superseded data were derived.
 JT0628
 JT0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH005429(NAD 83)
 JT0628_MARKER: DD = SURVEY DISK
 JT0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0628_STAMPING: 231 59 M 1933
 JT0628_MARK LOGO: USGS  
 JT0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0628+STABILITY: SURFACE MOTION
 JT0628
 JT0628  HISTORY     - Date     Condition        Report By
 JT0628  HISTORY     - 1933     MONUMENTED       USGS
 JT0628  HISTORY     - 1959     GOOD             CGS
 JT0628
 JT0628                          STATION DESCRIPTION
 JT0628
 JT0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JT0628'1.6 MI SW FROM BODEGA.
 JT0628'0.7 MILE SOUTH-SOUTHWEST ALONG THE ROAD TO BODEGA BAY FROM THE
 JT0628'POST OFFICE AT BODEGA, THENCE 0.9 MILE WEST AND SOUTHWEST ALONG
 JT0628'STATE HIGHWAY 1, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST
 JT0628'CORNER OF A LARGE GROVE OF ENCALYPTUS TREES, ABOUT 100 YARDS
 JT0628'SOUTHWEST OF A FARMHOUSE, AT THE JUNCTION OF BAY HILL ROAD, 114
 JT0628'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 1, 38 FEET
 JT0628'SOUTHWEST OF THE CENTERLINE OF BAY HILL ROAD, 67 FEET SOUTH OF
 JT0628'POWER POLE 40, 4.8 FEET EAST OF A FENCE CORNER, 0.8 FOOT NORTH
 JT0628'OF A WHITE WOODEN WITNESS POST, AND ABOUT 12 FEET LOWER THAN THE
 JT0628'HIGHWAY.  THE CONCRETE POST PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0982 ***********************************************************************
 JS0982  DESIGNATION -  59 QMC
 JS0982  PID         -  JS0982
 JS0982  STATE/COUNTY-  CA/SACRAMENTO
 JS0982  USGS QUAD   -  RIO LINDA (1992)
 JS0982
 JS0982                         *CURRENT SURVEY CONTROL
 JS0982  ___________________________________________________________________
 JS0982* NAD 83(1986)-  38 39 12.     (N)    121 23 22.     (W)     SCALED    
 JS0982* NAVD 88     -        22.800  (meters)      74.80   (feet)  ADJUSTED  
 JS0982  ___________________________________________________________________
 JS0982  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JS0982  DYNAMIC HT  -          22.785 (meters)      74.75  (feet)  COMP
 JS0982  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JS0982
 JS0982  VERT ORDER  -  FIRST     CLASS I
 JS0982
 JS0982.The horizontal coordinates were scaled from a topographic map and have
 JS0982.an estimated accuracy of +/- 6 seconds.
 JS0982
 JS0982.The orthometric height was determined by differential leveling
 JS0982.and adjusted in June 1991.
 JS0982
 JS0982.The geoid height was determined by GEOID03.
 JS0982
 JS0982.The dynamic height is computed by dividing the NAVD 88
 JS0982.geopotential number by the normal gravity value computed on the
 JS0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0982.degrees latitude (g = 980.6199 gals.).
 JS0982
 JS0982.The modeled gravity was interpolated from observed gravity values.
 JS0982
 JS0982;                    North         East    Units  Estimated Accuracy
 JS0982;SPC CA 2     -   609,700.    2,053,140.      MT  (+/- 180 meters Scaled)
 JS0982
 JS0982                          SUPERSEDED SURVEY CONTROL
 JS0982
 JS0982  NGVD 29 (??/??/??)   22.03   (m)           72.3    (f) RESET       3  
 JS0982
 JS0982.Superseded values are not recommended for survey control.
 JS0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0982.See file dsdata.txt to determine how the superseded data were derived.
 JS0982
 JS0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH401795(NAD 83)
 JS0982_MARKER: DD = SURVEY DISK
 JS0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0982_STAMPING: 59 72.46
 JS0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0982+STABILITY: SURFACE MOTION
 JS0982
 JS0982  HISTORY     - Date     Condition        Report By
 JS0982  HISTORY     - UNK      MONUMENTED       DOD
 JS0982  HISTORY     - 1969     GOOD             NGS
 JS0982  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0982
 JS0982                          STATION DESCRIPTION
 JS0982
 JS0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JS0982'6.1 MI NE FROM SACRAMENTO.
 JS0982'6.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0982'FROM ELVAS TOWER AT SACRAMENTO, 6 1/2 POLES SOUTHWEST OF MILEPOLE
 JS0982'98, 160.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST END OF THE
 JS0982'CONCRETE NORTHWEST PIER OF A STEEL FOOTBRIDGE OVER THE RAILROAD
 JS0982'AND ROSEVILLE ROAD, 80.3 FEET NORTHWEST OF THE NORTHWEST RAIL
 JS0982'OF THE NORTHWEST TRACK, 21.5 FEET SOUTHEAST OF THE SOUTHEAST
 JS0982'BOUNDARY FENCE OF THE MC CLELLAN AIR FORCE BASE, 58 1/2 FEET
 JS0982'NORTHEAST OF TELEPHONE POLE 329, 1.5 FEET SOUTHWEST OF A WITNESS
 JS0982'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 JS0982'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JS0982
 JS0982                          STATION RECOVERY (2004)
 JS0982
 JS0982'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0536 ***********************************************************************
 FU0536  DESIGNATION -  59 S USGS
 FU0536  PID         -  FU0536
 FU0536  STATE/COUNTY-  CA/KERN
 FU0536  USGS QUAD   -  SAND CANYON (1965)
 FU0536
 FU0536                         *CURRENT SURVEY CONTROL
 FU0536  ___________________________________________________________________
 FU0536* NAD 83(1992)-  35 44 30.14923(N)    118 54 44.09451(W)     ADJUSTED  
 FU0536* NAVD 88     -       311.22   (+/-2cm)    1021.1    (feet)  VERTCON   
 FU0536  ___________________________________________________________________
 FU0536  EPOCH DATE  -        1991.35
 FU0536  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 FU0536  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FU0536  HORZ ORDER  -  SECOND
 FU0536  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU0536
 FU0536.The horizontal coordinates were established by classical geodetic methods
 FU0536.and adjusted by the National Geodetic Survey in June 1996.
 FU0536.The horizontal coordinates are valid at the epoch date displayed above.
 FU0536.The epoch date for horizontal control is a decimal equivalence
 FU0536.of Year/Month/Day.
 FU0536
 FU0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0536.The vertical order pertains to the NGVD 29 superseded value.
 FU0536
 FU0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FU0536
 FU0536.The geoid height was determined by GEOID03.
 FU0536
 FU0536;                    North         East     Units Scale Factor Converg.
 FU0536;SPC CA 5     -   749,052.494 1,917,476.167   MT  1.00007154   -0 31 12.0
 FU0536;SPC CA 5     - 2,457,516.39  6,290,919.72   sFT  1.00007154   -0 31 12.0
 FU0536;SPC CA 4     -   545,318.505 2,007,938.187   MT  1.00005886   +0 03 08.5
 FU0536;SPC CA 4     - 1,789,099.13  6,587,710.54   sFT  1.00005886   +0 03 08.5
 FU0536;UTM  11      - 3,956,986.637   327,083.060   MT  0.99996846   -1 07 02.2
 FU0536
 FU0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FU0536!SPC CA 5     -   0.99995616  x   1.00007154  =   1.00002770
 FU0536!SPC CA 4     -   0.99995616  x   1.00005886  =   1.00001502
 FU0536!UTM  11      -   0.99995616  x   0.99996846  =   0.99992463
 FU0536
 FU0536                          SUPERSEDED SURVEY CONTROL
 FU0536
 FU0536  NAD 83(1992)-  35 44 30.15101(N)    118 54 44.09421(W) AD(1991.35) 2
 FU0536  NAD 83(1986)-  35 44 30.14782(N)    118 54 44.09444(W) AD(1984.00) 2
 FU0536  NAD 27      -  35 44 30.31999(N)    118 54 40.75129(W) AD(       ) 2
 FU0536  NGVD 29 (??/??/92)  310.343  (m)         1018.18   (f) ADJ UNCH    1 1
 FU0536
 FU0536.Superseded values are not recommended for survey control.
 FU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0536.See file dsdata.txt to determine how the superseded data were derived.
 FU0536
 FU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV2708356987(NAD 83)
 FU0536_MARKER: DD = SURVEY DISK
 FU0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0536_STAMPING: PT NO 59 S 1018 1925
 FU0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0536+STABILITY: SURFACE MOTION
 FU0536
 FU0536  HISTORY     - Date     Condition        Report By
 FU0536  HISTORY     - 1974     MONUMENTED       CADT
 FU0536  HISTORY     - 1956     GOOD             NGS
 FU0536  HISTORY     - 1963     GOOD             USGS
 FU0536  HISTORY     - 1974     GOOD             NGS
 FU0536
 FU0536                          STATION DESCRIPTION
 FU0536
 FU0536'DESCRIBED BY CALTRANS 1974
 FU0536'SEE STATION COYOTE CADH
 FU0536
 FU0536                          STATION RECOVERY (1956)
 FU0536
 FU0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 FU0536'6.7 MI NW FROM WOODY.
 FU0536'6.7 MILES NORTHWEST ALONG GARCES HIGHWAY FROM BLAKE GRAMMAR
 FU0536'SCHOOL AT WOODY, IN R28E T25S S24, 0.5 MILE WEST OF THE T JUNCTION
 FU0536'OF A GRAVELED ROAD LEADING SOUTH, AT THE T JUNCTION OF FENCES,
 FU0536'ABOUT 25 YARDS SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A JAGGED
 FU0536'AND CRACKED OUTCROP, 34 FEET SOUTH OF THE CENTER LINE OF THE
 FU0536'HIGHWAY, 8 FEET EAST OF THE FENCE JUNCTION POST, 2.1 FEET NORTH
 FU0536'OF THE FENCE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 FU0536'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FU0536'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FU0536
 FU0536                          STATION RECOVERY (1963)
 FU0536
 FU0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FU0536'RECOVERED IN GOOD CONDITION.
 FU0536
 FU0536                          STATION RECOVERY (1974)
 FU0536
 FU0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FU0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1201 ***********************************************************************
 HT1201  DESIGNATION -  59 USN
 HT1201  PID         -  HT1201
 HT1201  STATE/COUNTY-  CA/SANTA CLARA
 HT1201  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1201
 HT1201                         *CURRENT SURVEY CONTROL
 HT1201  ___________________________________________________________________
 HT1201* NAD 83(1986)-  37 24 36.     (N)    122 03 23.     (W)     SCALED    
 HT1201* NAVD 88     -         8.33   (+/-2cm)      27.3    (feet)  VERTCON   
 HT1201  ___________________________________________________________________
 HT1201  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1201  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1201
 HT1201.The horizontal coordinates were scaled from a topographic map and have
 HT1201.an estimated accuracy of +/- 6 seconds.
 HT1201
 HT1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1201.The vertical order pertains to the NGVD 29 superseded value.
 HT1201
 HT1201.The geoid height was determined by GEOID03.
 HT1201
 HT1201;                    North         East    Units  Estimated Accuracy
 HT1201;SPC CA 3     -   602,140.    1,862,220.      MT  (+/- 180 meters Scaled)
 HT1201
 HT1201                          SUPERSEDED SURVEY CONTROL
 HT1201
 HT1201  NGVD 29 (??/??/92)    7.511  (m)           24.64   (f) ADJ UNCH    1 2
 HT1201
 HT1201.Superseded values are not recommended for survey control.
 HT1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1201.See file dsdata.txt to determine how the superseded data were derived.
 HT1201
 HT1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG835407(NAD 83)
 HT1201_MARKER: Z = SEE DESCRIPTION
 HT1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1201_STAMPING: 59
 HT1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1201+STABILITY: SURFACE MOTION
 HT1201
 HT1201  HISTORY     - Date     Condition        Report By
 HT1201  HISTORY     - UNK      MONUMENTED       DOD
 HT1201  HISTORY     - 1954     GOOD             NGS
 HT1201  HISTORY     - 1967     GOOD             NGS
 HT1201  HISTORY     - 1989     GOOD             USPSQD
 HT1201
 HT1201                          STATION DESCRIPTION
 HT1201
 HT1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1201'AT MOFFETT FIELD.
 HT1201'AT MOFFETT FIELD, ALONG WESCOAT ROAD, AT THE INTERSECTION OF
 HT1201'DAILEY ROAD LEADING SOUTH AND MC CORD AVENUE LEADING NORTH,
 HT1201'45 1/2 FEET WEST OF A 12-INCH TREE, 41.2 FEET SOUTH OF THE SOUTH
 HT1201'CURB OF WESCOAT ROAD, 27.8 FEET SOUTH OF A STEEL POLE SUPPORTING A
 HT1201'FIRE ALARM BOX, 22.7 FEET WEST OF THE NORTHWEST CORNER OF BUILDING 8
 HT1201'(PUMP HOUSE FOR WEBB B), 20.6 FEET EAST OF THE EAST CURB OF DAILEY
 HT1201'ROAD, AND SET IN THE TOP OF A CONCRETE POST, 0.8 FOOT UNDERGROUND.
 HT1201
 HT1201                          STATION RECOVERY (1967)
 HT1201
 HT1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1201'RECOVERED IN GOOD CONDITION.
 HT1201
 HT1201                          STATION RECOVERY (1989)
 HT1201
 HT1201'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHP)
 HT1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2591 ***********************************************************************
 GU2591  DESIGNATION -  59 WLS USGS
 GU2591  PID         -  GU2591
 GU2591  STATE/COUNTY-  CA/SAN BENITO
 GU2591  USGS QUAD   -  HOLLISTER (1995)
 GU2591
 GU2591                         *CURRENT SURVEY CONTROL
 GU2591  ___________________________________________________________________
 GU2591* NAD 83(1986)-  36 46 46.     (N)    121 24 14.     (W)     SCALED    
 GU2591* NAVD 88     -       221.14   (+/-2cm)     725.5    (feet)  VERTCON   
 GU2591  ___________________________________________________________________
 GU2591  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 GU2591  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2591
 GU2591.The horizontal coordinates were scaled from a topographic map and have
 GU2591.an estimated accuracy of +/- 6 seconds.
 GU2591
 GU2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2591.The vertical order pertains to the NGVD 29 superseded value.
 GU2591
 GU2591.The geoid height was determined by GEOID03.
 GU2591
 GU2591;                    North         East    Units  Estimated Accuracy
 GU2591;SPC CA 4     -   663,150.    1,785,440.      MT  (+/- 180 meters Scaled)
 GU2591
 GU2591                          SUPERSEDED SURVEY CONTROL
 GU2591
 GU2591  NGVD 29 (??/??/92)  220.238  (m)          722.56   (f) ADJ UNCH    1 1
 GU2591
 GU2591.Superseded values are not recommended for survey control.
 GU2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2591.See file dsdata.txt to determine how the superseded data were derived.
 GU2591
 GU2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF424715(NAD 83)
 GU2591_MARKER: DD = SURVEY DISK
 GU2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU2591_STAMPING: 59 WLS 723 1953
 GU2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2591+STABILITY: SURFACE MOTION
 GU2591
 GU2591  HISTORY     - Date     Condition        Report By
 GU2591  HISTORY     - 1953     MONUMENTED       USGS
 GU2591  HISTORY     - 1967     GOOD             NGS
 GU2591
 GU2591                          STATION DESCRIPTION
 GU2591
 GU2591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2591'6.5 MI S FROM HOLLISTER.
 GU2591'0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY
 GU2591'COURTHOUSE IN HOLLISTER, THENCE 0.2 MILE EAST ALONG NASH ROAD,
 GU2591'THENCE 5.5 MILES SOUTH ALONG CIENEGA ROAD, AT THE OUTSIDE OF A
 GU2591'CURVE IN THE HIGHWAY, 34 FEET SOUTHEAST OF THE CENTER OF THE
 GU2591'HIGHWAY, 2 FEET NORTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A
 GU2591'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN
 GU2591'THE TOP OF AN 8- X 8-INCH CONCRETE POST PROJECTING 2 INCHES.
 GU2591'NOTE-- THE LETTER W STAMPED ON THE DISK IS BATTERED AND ALMOST
 GU2591'ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1622 ***********************************************************************
 EW1622  DESIGNATION -  59.043 C OF LA
 EW1622  PID         -  EW1622
 EW1622  STATE/COUNTY-  CA/LOS ANGELES
 EW1622  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1622
 EW1622                         *CURRENT SURVEY CONTROL
 EW1622  ___________________________________________________________________
 EW1622* NAD 83(1986)-  34 00 45.     (N)    118 25 01.     (W)     SCALED    
 EW1622* NAVD 88     -        18.79   (+/-2cm)      61.6    (feet)  VERTCON   
 EW1622  ___________________________________________________________________
 EW1622  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EW1622  VERT ORDER  -  THIRD (See Below)
 EW1622
 EW1622.The horizontal coordinates were scaled from a topographic map and have
 EW1622.an estimated accuracy of +/- 6 seconds.
 EW1622
 EW1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1622.The vertical order pertains to the NGVD 29 superseded value.
 EW1622
 EW1622.The geoid height was determined by GEOID03.
 EW1622
 EW1622;                    North         East    Units  Estimated Accuracy
 EW1622;SPC CA 5     -   556,930.    1,961,490.      MT  (+/- 180 meters Scaled)
 EW1622
 EW1622                          SUPERSEDED SURVEY CONTROL
 EW1622
 EW1622  NGVD 29 (??/??/??)   18.03   (m)           59.2    (f) RESET       3  
 EW1622
 EW1622.Superseded values are not recommended for survey control.
 EW1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1622.See file dsdata.txt to determine how the superseded data were derived.
 EW1622
 EW1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT691644(NAD 83)
 EW1622_MARKER: S = SPIKE
 EW1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1622_SP_SET: CURB
 EW1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1622
 EW1622  HISTORY     - Date     Condition        Report By
 EW1622  HISTORY     - UNK      MONUMENTED       CA1980
 EW1622  HISTORY     - 1964     GOOD             NGS
 EW1622
 EW1622                          STATION DESCRIPTION
 EW1622
 EW1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EW1622'AT CULVER CITY.
 EW1622'AT CULVER CITY, AT THE INTERSECTION OF VENICE BOULEVARD AND
 EW1622'SEPULVEDA BOULEVARD, IN THE TOP OF THE SOUTHWEST CURB OF
 EW1622'SEPULVEDA BOULEVARD, 74.0 FEET NORTHWEST OF THE NORTHWEST CURB
 EW1622'OF VENICE BOULEVARD, AT THE NORTHWEST END OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI6429 ***********************************************************************
 AI6429  DESIGNATION -  59.22
 AI6429  PID         -  AI6429
 AI6429  STATE/COUNTY-  CA/SUTTER
 AI6429  USGS QUAD   -  SUTTER (1973)
 AI6429
 AI6429                         *CURRENT SURVEY CONTROL
 AI6429  ___________________________________________________________________
 AI6429* NAD 83(1986)-  39 10 13.     (N)    121 41 19.     (W)     SCALED    
 AI6429* NAVD 88     -        18.784  (meters)      61.63   (feet)  ADJUSTED  
 AI6429  ___________________________________________________________________
 AI6429  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AI6429  DYNAMIC HT  -          18.774 (meters)      61.59  (feet)  COMP
 AI6429  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 AI6429
 AI6429  VERT ORDER  -  FIRST     CLASS II
 AI6429
 AI6429.The horizontal coordinates were scaled from a topographic map and have
 AI6429.an estimated accuracy of +/- 6 seconds.
 AI6429
 AI6429.The orthometric height was determined by differential leveling
 AI6429.and adjusted in July 2002.
 AI6429.No vertical observational check was made to the station.
 AI6429
 AI6429.The geoid height was determined by GEOID03.
 AI6429
 AI6429.The dynamic height is computed by dividing the NAVD 88
 AI6429.geopotential number by the normal gravity value computed on the
 AI6429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6429.degrees latitude (g = 980.6199 gals.).
 AI6429
 AI6429.The modeled gravity was interpolated from observed gravity values.
 AI6429
 AI6429;                    North         East    Units  Estimated Accuracy
 AI6429;SPC CA 2     -   666,960.    2,026,910.      MT  (+/- 180 meters Scaled)
 AI6429
 AI6429                          SUPERSEDED SURVEY CONTROL
 AI6429
 AI6429.No superseded survey control is available for this station.
 AI6429
 AI6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ132364(NAD 83)
 AI6429_MARKER: DD = SURVEY DISK
 AI6429_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI6429+WITH SETTING: PAVEMENT
 AI6429_SP_SET: BRIDGE DECK
 AI6429_STAMPING: COUNTY OF SUTTER EL 59.22 USGS
 AI6429_MARK LOGO: NONE  
 AI6429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6429+STABILITY: SURFACE MOTION
 AI6429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6429+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AI6429
 AI6429  HISTORY     - Date     Condition        Report By
 AI6429  HISTORY     - UNK      MONUMENTED       USGS
 AI6429  HISTORY     - 20000330 GOOD             NGS
 AI6429  HISTORY     - 20040303 GOOD             CADT
 AI6429
 AI6429                          STATION DESCRIPTION
 AI6429
 AI6429'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6429'4.7 KM (2.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 AI6429'STATE HIGHWAY 99 IN YUBA CITY, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG
 AI6429'TOWNSHIP ROAD, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST EDGE OF
 AI6429'THE CONCRETE BRIDGE DECK ABOVE THE NORTH ABUTMENT OF THE ROAD BRIDGE
 AI6429'SPANNING EAST INTERCEPTION CANAL, 36.4 M (119.4 FT) NORTH OF THE
 AI6429'CENTER OF PEASE ROAD, 4.4 M (14.4 FT) EAST OF AND LEVEL WITH THE
 AI6429'CENTERLINE OF THE ROAD, AND 0.4 M (1.3 FT) SOUTH OF THE NORTH EDGE OF
 AI6429'THE BRIDGE DECK.  NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AI6429
 AI6429                          STATION RECOVERY (2004)
 AI6429
 AI6429'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 AI6429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0118 ***********************************************************************
 HT0118  DESIGNATION -  59.847 EBMUD
 HT0118  PID         -  HT0118
 HT0118  STATE/COUNTY-  CA/CONTRA COSTA
 HT0118  USGS QUAD   -  WALNUT CREEK (1995)
 HT0118
 HT0118                         *CURRENT SURVEY CONTROL
 HT0118  ___________________________________________________________________
 HT0118* NAD 83(1986)-  37 56 26.     (N)    122 03 37.     (W)     SCALED    
 HT0118* NAVD 88     -        19.12   (+/-2cm)      62.7    (feet)  VERTCON   
 HT0118  ___________________________________________________________________
 HT0118  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0118  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0118
 HT0118.The horizontal coordinates were scaled from a topographic map and have
 HT0118.an estimated accuracy of +/- 6 seconds.
 HT0118
 HT0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0118.The vertical order pertains to the NGVD 29 superseded value.
 HT0118
 HT0118.The geoid height was determined by GEOID03.
 HT0118
 HT0118;                    North         East    Units  Estimated Accuracy
 HT0118;SPC CA 3     -   661,020.    1,862,860.      MT  (+/- 180 meters Scaled)
 HT0118
 HT0118                          SUPERSEDED SURVEY CONTROL
 HT0118
 HT0118  NGVD 29 (??/??/92)   18.31   (m)           60.1    (f) COMPUTED    1 2
 HT0118
 HT0118.Superseded values are not recommended for survey control.
 HT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0118.See file dsdata.txt to determine how the superseded data were derived.
 HT0118
 HT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG825996(NAD 83)
 HT0118_MARKER: DD = SURVEY DISK
 HT0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0118_SP_SET: CONCRETE MANHOLES
 HT0118_STAMPING: P 4343 + 14.07 59.847
 HT0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0118
 HT0118  HISTORY     - Date     Condition        Report By
 HT0118  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0118  HISTORY     - 1951     GOOD             NGS
 HT0118  HISTORY     - 1958     MARK NOT FOUND   NGS
 HT0118
 HT0118                          STATION DESCRIPTION
 HT0118
 HT0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0118'3.2 MI N FROM WALNUT CREEK.
 HT0118'3.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE BANK OF AMERICA
 HT0118'IN WALNUT CREEK, 3.0 MILES SOUTH OF PACHECO, ABOUT 100 YARDS
 HT0118'NORTH OF THE T JUNCTION OF HOOKSTON ROAD LEADING EAST, 75.0 FEET
 HT0118'NORTHWEST OF THE CENTER OF THE Y JUNCTION OF A TRACK LEADING
 HT0118'SOUTHWEST, 39.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN
 HT0118'THE TOP OF THE SOUTH SIDE OF THE NORTHEAST ONE OF TWO CONCRETE
 HT0118'MANHOLES, AND SET ABOUT LEVEL WITH THE HIGHWAY.
 HT0118
 HT0118                          STATION RECOVERY (1958)
 HT0118
 HT0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HT0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0008 ***********************************************************************
 LU0008  DESIGNATION -  590 B
 LU0008  PID         -  LU0008
 LU0008  STATE/COUNTY-  CA/SHASTA
 LU0008  USGS QUAD   -  REDDING (1969)
 LU0008
 LU0008                         *CURRENT SURVEY CONTROL
 LU0008  ___________________________________________________________________
 LU0008* NAD 83(1986)-  40 34 57.     (N)    122 23 46.     (W)     SCALED    
 LU0008* NAVD 88     -       180.904  (meters)     593.52   (feet)  ADJUSTED  
 LU0008  ___________________________________________________________________
 LU0008  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 LU0008  DYNAMIC HT  -         180.813 (meters)     593.22  (feet)  COMP
 LU0008  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LU0008
 LU0008  VERT ORDER  -  FIRST     CLASS II
 LU0008
 LU0008.The horizontal coordinates were scaled from a topographic map and have
 LU0008.an estimated accuracy of +/- 6 seconds.
 LU0008
 LU0008.The orthometric height was determined by differential leveling
 LU0008.and adjusted in June 1991.
 LU0008.WARNING-Repeat measurements at this control monument indicate possible
 LU0008.vertical movement.
 LU0008
 LU0008.The geoid height was determined by GEOID03.
 LU0008
 LU0008.The dynamic height is computed by dividing the NAVD 88
 LU0008.geopotential number by the normal gravity value computed on the
 LU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0008.degrees latitude (g = 980.6199 gals.).
 LU0008
 LU0008.The modeled gravity was interpolated from observed gravity values.
 LU0008
 LU0008;                    North         East    Units  Estimated Accuracy
 LU0008;SPC CA 1     -   638,780.    1,966,470.      MT  (+/- 180 meters Scaled)
 LU0008
 LU0008                          SUPERSEDED SURVEY CONTROL
 LU0008
 LU0008  NGVD 29 (??/??/92)  180.111  (m)          590.91   (f) ADJ UNCH    1 2
 LU0008
 LU0008.Superseded values are not recommended for survey control.
 LU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0008.See file dsdata.txt to determine how the superseded data were derived.
 LU0008
 LU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK511925(NAD 83)
 LU0008_MARKER: DD = SURVEY DISK
 LU0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0008_SP_SET: BUILDING
 LU0008_STAMPING: 590.596 B 1902
 LU0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0008
 LU0008  HISTORY     - Date     Condition        Report By
 LU0008  HISTORY     - 1902     MONUMENTED       USGS
 LU0008  HISTORY     - 1957     GOOD             NGS
 LU0008  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0008
 LU0008                          STATION DESCRIPTION
 LU0008
 LU0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LU0008'AT REDDING.
 LU0008'AT REDDING, IN R5W T32N, AT THE COUNTY COURTHOUSE, SET VERTICALLY
 LU0008'IN THE EAST FACE OF THE EAST WING OF THE ORIGINAL BUILDING,
 LU0008'16.7 FEET NORTH OF THE NORTHWEST CORNER OF THE NORTH ONE OF
 LU0008'TWO CONCRETE PILLERS SUPPORTING OVERHEAD WALKWAYS BETWEEN THE
 LU0008'OLD AND NEW COURTHOUSE BUILDINGS, 11.6 FEET WEST OF THE WEST FACE
 LU0008'OF THE NEW BUILDING, 0.5 FOOT SOUTH OF THE NORTHEAST CORNER OF THE
 LU0008'EAST WING OF THE OLD BUILDING, AND ABOUT 3 FEET HIGHER THAN
 LU0008'THE GROUND.
 LU0008
 LU0008                          STATION RECOVERY (1988)
 LU0008
 LU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0008'THERE IS A NEW BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0259 ***********************************************************************
 FV0259  DESIGNATION -  590 RESET
 FV0259  PID         -  FV0259
 FV0259  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0259  USGS QUAD   -  SAN MIGUEL (1979)
 FV0259
 FV0259                         *CURRENT SURVEY CONTROL
 FV0259  ___________________________________________________________________
 FV0259* NAD 83(1986)-  35 47 22.     (N)    120 43 47.     (W)     SCALED    
 FV0259* NAVD 88     -       181.833  (meters)     596.56   (feet)  ADJUSTED  
 FV0259  ___________________________________________________________________
 FV0259  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FV0259  DYNAMIC HT  -         181.666 (meters)     596.02  (feet)  COMP
 FV0259  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 FV0259
 FV0259  VERT ORDER  -  FIRST     CLASS I
 FV0259
 FV0259.The horizontal coordinates were scaled from a topographic map and have
 FV0259.an estimated accuracy of +/- 6 seconds.
 FV0259
 FV0259.The orthometric height was determined by differential leveling
 FV0259.and adjusted in June 1991.
 FV0259
 FV0259.The geoid height was determined by GEOID03.
 FV0259
 FV0259.The dynamic height is computed by dividing the NAVD 88
 FV0259.geopotential number by the normal gravity value computed on the
 FV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0259.degrees latitude (g = 980.6199 gals.).
 FV0259
 FV0259.The modeled gravity was interpolated from observed gravity values.
 FV0259
 FV0259;                    North         East    Units  Estimated Accuracy
 FV0259;SPC CA 5     -   757,330.    1,753,240.      MT  (+/- 180 meters Scaled)
 FV0259
 FV0259                          SUPERSEDED SURVEY CONTROL
 FV0259
 FV0259  NGVD 29 (??/??/??)  180.883  (m)          593.45   (f) ADJUSTED    1 1
 FV0259
 FV0259.Superseded values are not recommended for survey control.
 FV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0259.See file dsdata.txt to determine how the superseded data were derived.
 FV0259
 FV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE051629(NAD 83)
 FV0259_MARKER: DD = SURVEY DISK
 FV0259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FV0259_SP_SET: BRIDGE ABUTMENT
 FV0259_STAMPING: 590 2 1916
 FV0259_MARK LOGO: USGS  
 FV0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0259+STABILITY: SURFACE MOTION
 FV0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0259+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 FV0259
 FV0259  HISTORY     - Date     Condition        Report By
 FV0259  HISTORY     - 1916     MONUMENTED       USGS
 FV0259  HISTORY     - 1956     GOOD             NGS
 FV0259  HISTORY     - 1961     GOOD             AMS
 FV0259  HISTORY     - 19890201 GOOD             NGS
 FV0259  HISTORY     - 20030827 GOOD             JOHFRA
 FV0259
 FV0259                          STATION DESCRIPTION
 FV0259
 FV0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0259'3.8 MI N FROM SAN MIGUEL.
 FV0259'3.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 FV0259'SAN MIGUEL, SAN LUIS OBISPO COUNTY, ABOUT 1000 FEET SOUTH OF THE
 FV0259'MONTEREY-SAN LUIS OBISPO COUNTY LINE, AT MILEAGE 203.6, AT
 FV0259'CONCRETE BRIDGE NO. 203 A, AND IN THE TOP OF THE EAST END OF THE
 FV0259'SOUTH ABUTMENT A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FV0259'STAMPED 590 2 1916.
 FV0259
 FV0259                          STATION RECOVERY (1961)
 FV0259
 FV0259'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 FV0259'RECOVERED IN GOOD CONDITION.
 FV0259
 FV0259                          STATION RECOVERY (1989)
 FV0259
 FV0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0259'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.4 KM
 FV0259'(7.70 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 FV0259'SIDING SIGN AT BRADLEY.  CHANGE--BRIDGE NUMBER 203A, TO 203.6.
 FV0259
 FV0259                          STATION RECOVERY (2003)
 FV0259
 FV0259'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 FV0259'FOUND AS DESCRIBED IN 1989 RECOVERY NOTE.  STATION IS ALSO 40 FEET
 FV0259'SOUTHEAST OF RAILROAD SIGNALS MP 200.2.  HANDHELD GPS POSITION =
 FV0259'N35-47-19.2 W120-43-45.0
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0258 ***********************************************************************
 FV0258  DESIGNATION -  590 USGS
 FV0258  PID         -  FV0258
 FV0258  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0258  USGS QUAD   -  SAN MIGUEL (1979)
 FV0258
 FV0258                         *CURRENT SURVEY CONTROL
 FV0258  ___________________________________________________________________
 FV0258* NAD 83(1986)-  35 47 21.     (N)    120 43 46.     (W)     SCALED    
 FV0258* NAVD 88     -       180.91   (+/-2cm)     593.5    (feet)  VERTCON   
 FV0258  ___________________________________________________________________
 FV0258  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FV0258  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0258
 FV0258.The horizontal coordinates were scaled from a topographic map and have
 FV0258.an estimated accuracy of +/- 6 seconds.
 FV0258
 FV0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0258.The vertical order pertains to the NGVD 29 superseded value.
 FV0258
 FV0258.The geoid height was determined by GEOID03.
 FV0258
 FV0258;                    North         East    Units  Estimated Accuracy
 FV0258;SPC CA 5     -   757,290.    1,753,260.      MT  (+/- 180 meters Scaled)
 FV0258
 FV0258                          SUPERSEDED SURVEY CONTROL
 FV0258
 FV0258  NGVD 29 (??/??/92)  179.962  (m)          590.43   (f) ADJ UNCH    1 2
 FV0258
 FV0258.Superseded values are not recommended for survey control.
 FV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0258.See file dsdata.txt to determine how the superseded data were derived.
 FV0258
 FV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE052629(NAD 83)
 FV0258_MARKER: DD = SURVEY DISK
 FV0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FV0258_SP_SET: ABUTMENT
 FV0258_STAMPING: 590 2 1916
 FV0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0258
 FV0258  HISTORY     - Date     Condition        Report By
 FV0258  HISTORY     - 1916     MONUMENTED       USGS
 FV0258  HISTORY     - 1968     GOOD             NGS
 FV0258
 FV0258                          STATION DESCRIPTION
 FV0258
 FV0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0258'7.7 MI SE FROM BRADLEY.
 FV0258'7.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0258'FROM THE SIDING SIGN AT BRADLEY, IN R12E T25S, SECTION 6, 0.2
 FV0258'MILE SOUTHEAST OF THE SAN LIS OBISPO-MONTEREY COUNTY LINE, NEAR
 FV0258'SEMAPHORES 203.5 AND 203.6, IN THE TOP AND 1.8 FEET SOUTHWEST
 FV0258'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 FV0258'BRIDGE 203.60, 6.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 FV0258'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0681 ***********************************************************************
 KT0681  DESIGNATION -  5911.0 USGS
 KT0681  PID         -  KT0681
 KT0681  STATE/COUNTY-  CA/TEHAMA
 KT0681  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0681
 KT0681                         *CURRENT SURVEY CONTROL
 KT0681  ___________________________________________________________________
 KT0681* NAD 83(1986)-  39 51 28.     (N)    122 56 34.     (W)     SCALED    
 KT0681* NAVD 88     -      1803.66   (+/-2cm)    5917.5    (feet)  VERTCON   
 KT0681  ___________________________________________________________________
 KT0681  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 KT0681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0681
 KT0681.The horizontal coordinates were scaled from a topographic map and have
 KT0681.an estimated accuracy of +/- 6 seconds.
 KT0681
 KT0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0681.The vertical order pertains to the NGVD 29 superseded value.
 KT0681
 KT0681.The geoid height was determined by GEOID03.
 KT0681
 KT0681;                    North         East    Units  Estimated Accuracy
 KT0681;SPC CA 1     -   558,670.    1,919,320.      MT  (+/- 180 meters Scaled)
 KT0681
 KT0681                          SUPERSEDED SURVEY CONTROL
 KT0681
 KT0681  NGVD 29 (??/??/92) 1802.560  (m)         5913.90   (f) ADJ UNCH    2 0
 KT0681
 KT0681.Superseded values are not recommended for survey control.
 KT0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0681.See file dsdata.txt to determine how the superseded data were derived.
 KT0681
 KT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK048119(NAD 83)
 KT0681_MARKER: S = SPIKE
 KT0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0681_SP_SET: TREE
 KT0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0681
 KT0681  HISTORY     - Date     Condition        Report By
 KT0681  HISTORY     - UNK      MONUMENTED       USGS
 KT0681  HISTORY     - 1940     GOOD             NGS
 KT0681
 KT0681                          STATION DESCRIPTION
 KT0681
 KT0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0681'31.8 MI NE FROM COVELO.
 KT0681'LOCATED 31.85 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0681'MENDOCINO COUNTY, CALIF., ALONG THE DOS RIOS-PASKENTA ROAD, AND
 KT0681'IN THE MENDOCINO NATL. FOREST-- AT POINT WHERE ROAD BENDS AROUND
 KT0681'RIDGE-- 50 FEET SOUTH-EAST OF THE CENTERLINE OF ROAD-- A LARGE
 KT0681'SPIKE SET IN BASE OF 50 IN YELLOW PINE AND PAINTED U.S.B.M.
 KT0681'5911.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0170 ***********************************************************************
 KS0170  DESIGNATION -  5921 USGS
 KS0170  PID         -  KS0170
 KS0170  STATE/COUNTY-  CA/NEVADA
 KS0170  USGS QUAD   -  TRUCKEE (1992)
 KS0170
 KS0170                         *CURRENT SURVEY CONTROL
 KS0170  ___________________________________________________________________
 KS0170* NAD 83(1986)-  39 21 03.     (N)    120 10 00.     (W)     SCALED    
 KS0170* NAVD 88     -      1805.910  (meters)    5924.89   (feet)  ADJUSTED  
 KS0170  ___________________________________________________________________
 KS0170  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 KS0170  DYNAMIC HT  -        1804.120 (meters)    5919.02  (feet)  COMP
 KS0170  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 KS0170
 KS0170  VERT ORDER  -  SECOND    CLASS 0
 KS0170
 KS0170.The horizontal coordinates were scaled from a topographic map and have
 KS0170.an estimated accuracy of +/- 6 seconds.
 KS0170
 KS0170.The orthometric height was determined by differential leveling
 KS0170.and adjusted in June 1991.
 KS0170
 KS0170.The geoid height was determined by GEOID03.
 KS0170
 KS0170.The dynamic height is computed by dividing the NAVD 88
 KS0170.geopotential number by the normal gravity value computed on the
 KS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0170.degrees latitude (g = 980.6199 gals.).
 KS0170
 KS0170.The modeled gravity was interpolated from observed gravity values.
 KS0170
 KS0170;                    North         East    Units  Estimated Accuracy
 KS0170;SPC CA 2     -   688,550.    2,158,010.      MT  (+/- 180 meters Scaled)
 KS0170
 KS0170                          SUPERSEDED SURVEY CONTROL
 KS0170
 KS0170  NGVD 29 (??/??/??) 1804.717  (m)         5920.98   (f) ADJUSTED    2 0
 KS0170
 KS0170.Superseded values are not recommended for survey control.
 KS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0170.See file dsdata.txt to determine how the superseded data were derived.
 KS0170
 KS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ441595(NAD 83)
 KS0170_MARKER: S = SPIKE
 KS0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0170_SP_SET: TREE
 KS0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0170
 KS0170  HISTORY     - Date     Condition        Report By
 KS0170  HISTORY     - UNK      MONUMENTED       USGS
 KS0170  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0170  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0170
 KS0170                          STATION DESCRIPTION
 KS0170
 KS0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0170'2.1 MI N FROM TRUCKEE.
 KS0170'2.1 MILES NORTH ALONG STATE HIGHWAY 89 FROM TRUCKEE, NEVADA
 KS0170'COUNTY, AT A DESCENT TO THE NORTH, 30 FEET EAST OF THE CENTERLINE
 KS0170'OF THE HIGHWAY, AT THE SOUTHEAST EDGE OF THE HIGHWAY, ON THE
 KS0170'NORTHEAST SIDE OF A 30-INCH PINE TREE, AND IN THE BASE.  A
 KS0170'RAILROAD SPIKE.
 KS0170
 KS0170                          STATION RECOVERY (2004)
 KS0170
 KS0170'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0415 ***********************************************************************
 LT0415  DESIGNATION -  5927.68
 LT0415  PID         -  LT0415
 LT0415  STATE/COUNTY-  CA/SHASTA
 LT0415  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0415
 LT0415                         *CURRENT SURVEY CONTROL
 LT0415  ___________________________________________________________________
 LT0415* NAD 83(1986)-  40 33 45.     (N)    121 34 32.     (W)     SCALED    
 LT0415* NAVD 88     -      1808.877  (meters)    5934.62   (feet)  ADJUSTED  
 LT0415  ___________________________________________________________________
 LT0415  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 LT0415  DYNAMIC HT  -        1807.351 (meters)    5929.62  (feet)  COMP
 LT0415  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 LT0415
 LT0415  VERT ORDER  -  SECOND    CLASS 0
 LT0415
 LT0415.The horizontal coordinates were scaled from a topographic map and have
 LT0415.an estimated accuracy of +/- 6 seconds.
 LT0415
 LT0415.The orthometric height was determined by differential leveling
 LT0415.and adjusted in June 1991.
 LT0415
 LT0415.The geoid height was determined by GEOID03.
 LT0415
 LT0415.The dynamic height is computed by dividing the NAVD 88
 LT0415.geopotential number by the normal gravity value computed on the
 LT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0415.degrees latitude (g = 980.6199 gals.).
 LT0415
 LT0415.The modeled gravity was interpolated from observed gravity values.
 LT0415
 LT0415;                    North         East    Units  Estimated Accuracy
 LT0415;SPC CA 1     -   636,570.    2,035,940.      MT  (+/- 180 meters Scaled)
 LT0415
 LT0415                          SUPERSEDED SURVEY CONTROL
 LT0415
 LT0415  NGVD 29 (??/??/??) 1807.742  (m)         5930.90   (f) ADJUSTED    2 0
 LT0415
 LT0415.Superseded values are not recommended for survey control.
 LT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0415.See file dsdata.txt to determine how the superseded data were derived.
 LT0415
 LT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK205911(NAD 83)
 LT0415_MARKER: P = PIPE CAP
 LT0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0415_STAMPING: 5927.68 1932
 LT0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LT0415
 LT0415  HISTORY     - Date     Condition        Report By
 LT0415  HISTORY     - 1932     MONUMENTED       USGS
 LT0415  HISTORY     - 1974     GOOD             NGS
 LT0415
 LT0415                          STATION DESCRIPTION
 LT0415
 LT0415'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 LT0415'7.9 MI NE FROM VIOLA.
 LT0415'7.9 MILES NORTHEAST ALONG STATE HIGHWAY 44 AND 89 FROM THE VIOLA
 LT0415'HOTEL AT VIOLA, SHASTA COUNTY, AT THE TOP OF A SUMMIT, AT STATION
 LT0415'100+00, AND 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 LT0415'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 LT0415'5927.68 1932, 100+00, AND RIVETED ON THE TOP OF A 2-INCH IRON
 LT0415'PIPE.
 LT0415
 LT0415                          STATION RECOVERY (1974)
 LT0415
 LT0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LT0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0750 ***********************************************************************
 LT0750  DESIGNATION -  5927.68
 LT0750  PID         -  LT0750
 LT0750  STATE/COUNTY-  CA/SHASTA
 LT0750  USGS QUAD   -  MANZANITA LAKE (1995)
 LT0750
 LT0750                         *CURRENT SURVEY CONTROL
 LT0750  ___________________________________________________________________
 LT0750* NAD 83(1992)-  40 33 44.67898(N)    121 34 32.30849(W)     ADJUSTED  
 LT0750* NAVD 88     -      1808.87   (+/-2cm)    5934.6    (feet)  VERTCON   
 LT0750  ___________________________________________________________________
 LT0750  EPOCH DATE  -        1991.35
 LT0750  LAPLACE CORR-           8.62  (seconds)                    DEFLEC99
 LT0750  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 LT0750  HORZ ORDER  -  SECOND
 LT0750  VERT ORDER  -  THIRD ? (See Below)
 LT0750
 LT0750.The horizontal coordinates were established by classical geodetic methods
 LT0750.and adjusted by the National Geodetic Survey in March 1994.
 LT0750.The horizontal coordinates are valid at the epoch date displayed above.
 LT0750.The epoch date for horizontal control is a decimal equivalence
 LT0750.of Year/Month/Day.
 LT0750
 LT0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 LT0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LT0750.The vertical order pertains to the NGVD 29 superseded value.
 LT0750
 LT0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 LT0750
 LT0750.The geoid height was determined by GEOID03.
 LT0750
 LT0750;                    North         East     Units Scale Factor Converg.
 LT0750;SPC CA 1     -   636,560.382 2,035,935.063   MT  0.99990590   +0 16 38.9
 LT0750;SPC CA 1     - 2,088,448.52  6,679,563.62   sFT  0.99990590   +0 16 38.9
 LT0750;UTM  10      - 4,491,157.111   620,581.434   MT  0.99977897   +0 55 34.8
 LT0750
 LT0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LT0750!SPC CA 1     -   0.99972007  x   0.99990590  =   0.99962600
 LT0750!UTM  10      -   0.99972007  x   0.99977897  =   0.99949910
 LT0750
 LT0750                          SUPERSEDED SURVEY CONTROL
 LT0750
 LT0750  NAD 83(1986)-  40 33 44.68367(N)    121 34 32.30912(W) AD(1984.00) 2
 LT0750  NAD 27      -  40 33 45.11400(N)    121 34 28.37500(W) AD(       ) 2
 LT0750  NGVD 29 (07/19/86) 1807.74   (m)         5930.9    (f) LEVELING    3  
 LT0750
 LT0750.Superseded values are not recommended for survey control.
 LT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0750.See file dsdata.txt to determine how the superseded data were derived.
 LT0750
 LT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK2058191157(NAD 83)
 LT0750_MARKER: DD = SURVEY DISK
 LT0750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0750_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 LT0750
 LT0750  HISTORY     - Date     Condition        Report By
 LT0750  HISTORY     - 1932     MONUMENTED       USDA
 LT0750  HISTORY     - 1948     GOOD             CGS
 LT0750  HISTORY     - 1978     POOR             NPS
 LT0750
 LT0750                          STATION DESCRIPTION
 LT0750
 LT0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 LT0750'THE STATION IS LOCATED ALONG STATE HIGHWAY 89 AT NOBLE PASS,
 LT0750'AIRLINE ABOUT 6-1/4 MILES NORTHWEST OF VIOLA, 22-1/2 MILES SOUTH
 LT0750'OF BURNEY AND 17 MILES SOUTH SOUTHWEST OF HAT CREEK RANGER
 LT0750'STATION.
 LT0750'
 LT0750'U.S. DEPARTMENT OF AGRICULTURE BUREAU OF PUBLIC ROADS MARK IS A
 LT0750'BRONZE DISK SCREWED ON A 2 INCH IRON PIPE.  THE PIPE PROJECTS
 LT0750'12 INCHES AND IS SET IN A 15 INCH SQUARE CONCRETE POST.  THE
 LT0750'MARK IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 LT0750'100 - 00.00 5927.68 1932.  IT IS 52 FEET EAST OF THE CENTERLINE
 LT0750'OF THE HIGHWAY AND 90 FEET WEST OF A TELEPHONE LINE.
 LT0750
 LT0750                          STATION RECOVERY (1978)
 LT0750
 LT0750'RECOVERY NOTE BY NATIONAL PARK SERVICE 1978 (GG)
 LT0750'5927.68 1932 100+00 USDA-BPR POOR.  CAP IS TIPPED AND SLIGHTLY
 LT0750'LOOSE, APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0078 ***********************************************************************
 JS0078  DESIGNATION -  5928 USGS
 JS0078  PID         -  JS0078
 JS0078  STATE/COUNTY-  CA/EL DORADO
 JS0078  USGS QUAD   -  ROBBS PEAK (1973)
 JS0078
 JS0078                         *CURRENT SURVEY CONTROL
 JS0078  ___________________________________________________________________
 JS0078* NAD 83(1986)-  38 56 37.     (N)    120 26 59.     (W)     SCALED    
 JS0078* NAVD 88     -      1808.28   (+/-2cm)    5932.7    (feet)  VERTCON   
 JS0078  ___________________________________________________________________
 JS0078  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 JS0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0078
 JS0078.The horizontal coordinates were scaled from a topographic map and have
 JS0078.an estimated accuracy of +/- 6 seconds.
 JS0078
 JS0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0078.The vertical order pertains to the NGVD 29 superseded value.
 JS0078
 JS0078.The geoid height was determined by GEOID03.
 JS0078
 JS0078;                    North         East    Units  Estimated Accuracy
 JS0078;SPC CA 2     -   642,890.    2,134,380.      MT  (+/- 180 meters Scaled)
 JS0078
 JS0078                          SUPERSEDED SURVEY CONTROL
 JS0078
 JS0078  NGVD 29 (??/??/92) 1807.254  (m)         5929.30   (f) ADJ UNCH    2 0
 JS0078
 JS0078.Superseded values are not recommended for survey control.
 JS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0078.See file dsdata.txt to determine how the superseded data were derived.
 JS0078
 JS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ210136(NAD 83)
 JS0078_MARKER: N = NAIL
 JS0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0078_SP_SET: PINE TREE ROOT
 JS0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0078
 JS0078  HISTORY     - Date     Condition        Report By
 JS0078  HISTORY     - UNK      MONUMENTED       USGS
 JS0078  HISTORY     - 1948     GOOD             NGS
 JS0078
 JS0078                          STATION DESCRIPTION
 JS0078
 JS0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0078'3.6 MI NE FROM UNCLE TOMS CABIN.
 JS0078'3.6 MILES NORTHEAST ALONG THE GEORGETOWN ROAD FROM UNCLE TOMS
 JS0078'CABIN, 0.7 MILE NORTHWEST OF THE HARTLESS RANGE STATION, 10 FEET
 JS0078'NORTH OF THE CENTER LINE OF THE ROAD.  A COPPER NAIL AND WASHER
 JS0078'SET IN THE ROOT OF A LARGE PINE TREE MARKED (USBM) 5928.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0259 ***********************************************************************
 HR0259  DESIGNATION -  5936
 HR0259  PID         -  HR0259
 HR0259  STATE/COUNTY-  CA/MONO
 HR0259  USGS QUAD   -  TRUMAN MEADOWS (1994)
 HR0259
 HR0259                         *CURRENT SURVEY CONTROL
 HR0259  ___________________________________________________________________
 HR0259* NAD 83(1992)-  37 54 15.33283(N)    118 26 21.16938(W)     ADJUSTED  
 HR0259* NAVD 88     -      1810.547  (meters)    5940.10   (feet)  ADJUSTED  
 HR0259  ___________________________________________________________________
 HR0259  EPOCH DATE  -        1991.35
 HR0259  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 HR0259  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 HR0259  DYNAMIC HT  -        1808.442 (meters)    5933.20  (feet)  COMP
 HR0259  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 HR0259
 HR0259  HORZ ORDER  -  SECOND
 HR0259  VERT ORDER  -  FIRST     CLASS II
 HR0259
 HR0259.The horizontal coordinates were established by classical geodetic methods
 HR0259.and adjusted by the National Geodetic Survey in March 1994.
 HR0259.The horizontal coordinates are valid at the epoch date displayed above.
 HR0259.The epoch date for horizontal control is a decimal equivalence
 HR0259.of Year/Month/Day.
 HR0259
 HR0259.The orthometric height was determined by differential leveling
 HR0259.and adjusted in June 1991.
 HR0259
 HR0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR0259
 HR0259.The geoid height was determined by GEOID03.
 HR0259
 HR0259.The dynamic height is computed by dividing the NAVD 88
 HR0259.geopotential number by the normal gravity value computed on the
 HR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0259.degrees latitude (g = 980.6199 gals.).
 HR0259
 HR0259.The modeled gravity was interpolated from observed gravity values.
 HR0259
 HR0259;                    North         East     Units Scale Factor Converg.
 HR0259;SPC CA 3     -   657,841.904 2,181,212.161   MT  0.99993274   +1 15 42.0
 HR0259;SPC CA 3     - 2,158,269.65  7,156,193.56   sFT  0.99993274   +1 15 42.0
 HR0259;SPC NV W     - 4,349,987.667   812,673.556   MT  0.99990198   +0 05 18.7
 HR0259;SPC NV W     -14,271,584.54  2,666,246.49   sFT  0.99990198   +0 05 18.7
 HR0259;UTM  11      - 4,196,168.834   373,473.485   MT  0.99979718   -0 53 03.4
 HR0259
 HR0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR0259!SPC CA 3     -   0.99971987  x   0.99993274  =   0.99965263
 HR0259!SPC NV W     -   0.99971987  x   0.99990198  =   0.99962188
 HR0259!UTM  11      -   0.99971987  x   0.99979718  =   0.99951711
 HR0259
 HR0259                          SUPERSEDED SURVEY CONTROL
 HR0259
 HR0259  NAD 83(1986)-  37 54 15.33871(N)    118 26 21.15138(W) AD(1984.00) 2
 HR0259  NAD 27      -  37 54 15.57800(N)    118 26 17.74900(W) AD(       ) 2
 HR0259  NGVD 29 (??/??/92) 1809.23   (m)         5935.8    (f) COMPUTED    1 2
 HR0259
 HR0259.Superseded values are not recommended for survey control.
 HR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0259.See file dsdata.txt to determine how the superseded data were derived.
 HR0259
 HR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB7347396169(NAD 83)
 HR0259_MARKER: P = PIPE CAP
 HR0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0259_SP_SET: SHALLOW-SET PIPE
 HR0259_STAMPING: 5936.149 1913
 HR0259_MARK LOGO: USGS  
 HR0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0259
 HR0259  HISTORY     - Date     Condition        Report By
 HR0259  HISTORY     - 1950     MONUMENTED       CGS
 HR0259  HISTORY     - 1955     GOOD             NGS
 HR0259  HISTORY     - 1986     GOOD             NGS
 HR0259
 HR0259                          STATION DESCRIPTION
 HR0259
 HR0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR0259'SEE STATION BOUNDARY MONUMENT NO 59.
 HR0259
 HR0259                          STATION RECOVERY (1955)
 HR0259
 HR0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HR0259'7.7 MI N FROM BENTON STATION.
 HR0259'7.0 MILES NORTH ALONG U.S. HIGHWAY 6 FROM THE T JUNCTION OF STATE
 HR0259'HIGHWAY 120 AT BENTON STATION, THENCE 0.3 MILE NORTHWEST ALONG A
 HR0259'TRACK ROAD, THENCE 0.4 MILE SOUTHWEST ALONG AN ABANDONED SOUTHERN
 HR0259'PACIFIC COMPANY RAILROAD BED, AT THE CALIFORNIA-NEVADA STATE LINE,
 HR0259'76 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED,
 HR0259'8.0 FEET NORTHWEST OF TRIANGULATION STATION NO 59, ABOUT 1 FOOT
 HR0259'HIGHER THAN THE STATION, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 HR0259'IRON PIPE PROJECTING 1.5 FEET ABOVE THE GROUND.
 HR0259
 HR0259                          STATION RECOVERY (1986)
 HR0259
 HR0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0259'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 HR0259'THE 1955 DESCRIPTION IS ADEQUATE EXCEPT ADD--A CAP ON A 3-1/2-INCH
 HR0259'IRON PIPE OF UNKNOWN DEPTH AND PROJECTING 40 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0168 ***********************************************************************
 KS0168  DESIGNATION -  5936 USGS
 KS0168  PID         -  KS0168
 KS0168  STATE/COUNTY-  CA/NEVADA
 KS0168  USGS QUAD   -  TRUCKEE (1992)
 KS0168
 KS0168                         *CURRENT SURVEY CONTROL
 KS0168  ___________________________________________________________________
 KS0168* NAD 83(1986)-  39 20 42.     (N)    120 10 22.     (W)     SCALED    
 KS0168* NAVD 88     -      1810.560  (meters)    5940.15   (feet)  ADJUSTED  
 KS0168  ___________________________________________________________________
 KS0168  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KS0168  DYNAMIC HT  -        1808.765 (meters)    5934.26  (feet)  COMP
 KS0168  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 KS0168
 KS0168  VERT ORDER  -  SECOND    CLASS 0
 KS0168
 KS0168.The horizontal coordinates were scaled from a topographic map and have
 KS0168.an estimated accuracy of +/- 6 seconds.
 KS0168
 KS0168.The orthometric height was determined by differential leveling
 KS0168.and adjusted in June 1991.
 KS0168
 KS0168.The geoid height was determined by GEOID03.
 KS0168
 KS0168.The dynamic height is computed by dividing the NAVD 88
 KS0168.geopotential number by the normal gravity value computed on the
 KS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0168.degrees latitude (g = 980.6199 gals.).
 KS0168
 KS0168.The modeled gravity was interpolated from observed gravity values.
 KS0168
 KS0168;                    North         East    Units  Estimated Accuracy
 KS0168;SPC CA 2     -   687,890.    2,157,490.      MT  (+/- 180 meters Scaled)
 KS0168
 KS0168                          SUPERSEDED SURVEY CONTROL
 KS0168
 KS0168  NGVD 29 (??/??/??) 1809.368  (m)         5936.23   (f) ADJUSTED    2 0
 KS0168
 KS0168.Superseded values are not recommended for survey control.
 KS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0168.See file dsdata.txt to determine how the superseded data were derived.
 KS0168
 KS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ436588(NAD 83)
 KS0168_MARKER: N = NAIL
 KS0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0168_SP_SET: TREE
 KS0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0168
 KS0168  HISTORY     - Date     Condition        Report By
 KS0168  HISTORY     - UNK      MONUMENTED       USGS
 KS0168  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0168
 KS0168                          STATION DESCRIPTION
 KS0168
 KS0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0168'1.5 MI N FROM TRUCKEE.
 KS0168'1.5 MILES NORTH ALONG STATE HIGHWAY 89 FROM TRUCKEE, NEVADA
 KS0168'COUNTY, 13 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 KS0168'WEST SIDE OF A 15-INCH PINE TREE, AND IN THE ROOT.  A UNITED
 KS0168'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0951 ***********************************************************************
 KT0951  DESIGNATION -  594 64.67 BPR
 KT0951  PID         -  KT0951
 KT0951  STATE/COUNTY-  CA/MENDOCINO
 KT0951  USGS QUAD   -  NEWHOUSE RIDGE (1994)
 KT0951
 KT0951                         *CURRENT SURVEY CONTROL
 KT0951  ___________________________________________________________________
 KT0951* NAD 83(1986)-  39 49 10.     (N)    123 04 26.     (W)     SCALED    
 KT0951* NAVD 88     -       529.81   (+/-2cm)    1738.2    (feet)  VERTCON   
 KT0951  ___________________________________________________________________
 KT0951  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 KT0951  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0951
 KT0951.The horizontal coordinates were scaled from a topographic map and have
 KT0951.an estimated accuracy of +/- 6 seconds.
 KT0951
 KT0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0951.The vertical order pertains to the NGVD 29 superseded value.
 KT0951
 KT0951.The geoid height was determined by GEOID03.
 KT0951
 KT0951;                    North         East    Units  Estimated Accuracy
 KT0951;SPC CA 2     -   739,520.    1,908,060.      MT  (+/- 180 meters Scaled)
 KT0951
 KT0951                          SUPERSEDED SURVEY CONTROL
 KT0951
 KT0951  NGVD 29 (??/??/92)  528.846  (m)         1735.06   (f) ADJ UNCH    1 2
 KT0951
 KT0951.Superseded values are not recommended for survey control.
 KT0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0951.See file dsdata.txt to determine how the superseded data were derived.
 KT0951
 KT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK936077(NAD 83)
 KT0951_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0951_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0951_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0951_STAMPING: 594+64.67 1723.92-27
 KT0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0951
 KT0951  HISTORY     - Date     Condition        Report By
 KT0951  HISTORY     - UNK      MONUMENTED       BPR
 KT0951  HISTORY     - 1966     GOOD             NGS
 KT0951
 KT0951                          STATION DESCRIPTION
 KT0951
 KT0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0951'12.4 MI NE FROM COVELO.
 KT0951'12.45 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE
 KT0951'AT COVELO, AT THE CROSSING OF A SMALL DEEP WASH, 45 FEET SOUTH
 KT0951'OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE CENTER OF THE
 KT0951'SOUTH END OF A PIPE CULVERT, 1.4 FEET WEST OF A WITNESS POST,
 KT0951'ABOUT 11 FEET LOWER THAN THE ROAD, AND SCREWED ON THE TOP OF A
 KT0951'2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0166 ***********************************************************************
 KS0166  DESIGNATION -  5941 USGS
 KS0166  PID         -  KS0166
 KS0166  STATE/COUNTY-  CA/NEVADA
 KS0166  USGS QUAD   -  TRUCKEE (1992)
 KS0166
 KS0166                         *CURRENT SURVEY CONTROL
 KS0166  ___________________________________________________________________
 KS0166* NAD 83(1986)-  39 20 01.     (N)    120 10 38.     (W)     SCALED    
 KS0166* NAVD 88     -      1812.045  (meters)    5945.02   (feet)  ADJUSTED  
 KS0166  ___________________________________________________________________
 KS0166  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 KS0166  DYNAMIC HT  -        1810.250 (meters)    5939.13  (feet)  COMP
 KS0166  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 KS0166
 KS0166  VERT ORDER  -  SECOND    CLASS 0
 KS0166
 KS0166.The horizontal coordinates were scaled from a topographic map and have
 KS0166.an estimated accuracy of +/- 6 seconds.
 KS0166
 KS0166.The orthometric height was determined by differential leveling
 KS0166.and adjusted in June 1991.
 KS0166
 KS0166.The geoid height was determined by GEOID03.
 KS0166
 KS0166.The dynamic height is computed by dividing the NAVD 88
 KS0166.geopotential number by the normal gravity value computed on the
 KS0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0166.degrees latitude (g = 980.6199 gals.).
 KS0166
 KS0166.The modeled gravity was interpolated from observed gravity values.
 KS0166
 KS0166;                    North         East    Units  Estimated Accuracy
 KS0166;SPC CA 2     -   686,620.    2,157,130.      MT  (+/- 180 meters Scaled)
 KS0166
 KS0166                          SUPERSEDED SURVEY CONTROL
 KS0166
 KS0166  NGVD 29 (??/??/??) 1810.857  (m)         5941.12   (f) ADJUSTED    2 0
 KS0166
 KS0166.Superseded values are not recommended for survey control.
 KS0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0166.See file dsdata.txt to determine how the superseded data were derived.
 KS0166
 KS0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ432575(NAD 83)
 KS0166_MARKER: Q = CHISELED SQUARE
 KS0166_SETTING: 80 = SET IN A BOULDER
 KS0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0166+STABILITY: SURFACE MOTION
 KS0166
 KS0166  HISTORY     - Date     Condition        Report By
 KS0166  HISTORY     - UNK      MONUMENTED       USGS
 KS0166  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0166  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0166
 KS0166                          STATION DESCRIPTION
 KS0166
 KS0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0166'0.7 MI N FROM TRUCKEE.
 KS0166'0.7 MILE NORTH ALONG STATE HIGHWAY 89 FROM TRUCKEE, NEVADA
 KS0166'COUNTY, 65 FEET SOUTH OF THE SOUTHEAST CORNER OF A CEMETERY
 KS0166'FENCE, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 KS0166'SOUTHEAST OF A 30-INCH DOUBLE PINE TREE, AND ON THE TOP OF A LAVA
 KS0166'BOULDER.  A CHISELED SQUARE.
 KS0166
 KS0166                          STATION RECOVERY (2004)
 KS0166
 KS0166'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0622 ***********************************************************************
 JR0622  DESIGNATION -  5943
 JR0622  PID         -  JR0622
 JR0622  STATE/COUNTY-  CA/TUOLUMNE
 JR0622  USGS QUAD   -  DONNELL LAKE (1979)
 JR0622
 JR0622                         *CURRENT SURVEY CONTROL
 JR0622  ___________________________________________________________________
 JR0622* NAD 83(1986)-  38 16 33.     (N)    119 58 42.     (W)     SCALED    
 JR0622* NAVD 88     -      1813.542  (meters)    5949.93   (feet)  POSTED    
 JR0622  ___________________________________________________________________
 JR0622  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JR0622  DYNAMIC HT  -        1811.580 (meters)    5943.49  (feet)  COMP
 JR0622  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 JR0622
 JR0622  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JR0622
 JR0622.The horizontal coordinates were scaled from a topographic map and have
 JR0622.an estimated accuracy of +/- 6 seconds.
 JR0622
 JR0622.The orthometric height was determined by differential leveling
 JR0622.and adjusted in October 2003.
 JR0622.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JR0622.was located on a no-check spur therefore a value was not computed.
 JR0622.No vertical observational check was made to the station.
 JR0622
 JR0622.The geoid height was determined by GEOID03.
 JR0622
 JR0622.The dynamic height is computed by dividing the NAVD 88
 JR0622.geopotential number by the normal gravity value computed on the
 JR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0622.degrees latitude (g = 980.6199 gals.).
 JR0622
 JR0622.The modeled gravity was interpolated from observed gravity values.
 JR0622
 JR0622;                    North         East    Units  Estimated Accuracy
 JR0622;SPC CA 3     -   697,220.    2,045,650.      MT  (+/- 180 meters Scaled)
 JR0622
 JR0622                          SUPERSEDED SURVEY CONTROL
 JR0622
 JR0622  NGVD 29 (??/??/92) 1812.396  (m)         5946.17   (f) ADJ UNCH    1 2
 JR0622
 JR0622.Superseded values are not recommended for survey control.
 JR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0622.See file dsdata.txt to determine how the superseded data were derived.
 JR0622
 JR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC394406(NAD 83)
 JR0622_MARKER: P = PIPE CAP
 JR0622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0622_STAMPING: 5946.612
 JR0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0622
 JR0622  HISTORY     - Date     Condition        Report By
 JR0622  HISTORY     - UNK      MONUMENTED       USGS
 JR0622  HISTORY     - 1957     GOOD             NGS
 JR0622
 JR0622                          STATION DESCRIPTION
 JR0622
 JR0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0622'8.4 MI N FROM STRAWBERRY.
 JR0622'8.4 MILES NORTH ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JR0622'AT STRAWBERRY, IN R 18 E, T 5 N, IN THE NORTHEAST QUARTER OF
 JR0622'SECTION 22, 0.55 MILE SOUTHWEST OF THE CROSSING OF CASCADE CREEK,
 JR0622'120.0 FEET WEST OF THE CENTER OF THE NORTH END OF CORRUGATED
 JR0622'METAL PIPE CULVERT 1040+50, 100 FEET NORTHWEST OF AND ACROSS A
 JR0622'FORMER ALIGNMENT OF THE HIGHWAY FROM THE CENTER LINE OF THE
 JR0622'HIGHWAY, 4 FEET SOUTH OF A 7-FOOT PINE STUMP, ABOUT 20 FEET
 JR0622'LOWER THAN THE NEW HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE OLD
 JR0622'HIGHWAY, AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED
 JR0622'IN CONCRETE AND PROJECTING 0.9 FOOT ABOVE THE GROUND.  NOTE-- THE
 JR0622'PIPE IS SLANTING.  THE ROD WAS HELD OVER THE LETTERS B.M. DURING
 JR0622'THE 1957 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6714 ***********************************************************************
 DH6714  DESIGNATION -  5950
 DH6714  PID         -  DH6714
 DH6714  STATE/COUNTY-  CA/FRESNO
 DH6714  USGS QUAD   -  COIT RANCH (1984)
 DH6714
 DH6714                         *CURRENT SURVEY CONTROL
 DH6714  ___________________________________________________________________
 DH6714* NAD 83(1986)-  36 43 11.     (N)    120 23 13.     (W)     SCALED    
 DH6714* NAVD 88     -        53.59   (meters)     175.8    (feet)  U HEIGHT  
 DH6714  ___________________________________________________________________
 DH6714  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DH6714  DYNAMIC HT  -          53.55  (meters)     175.7   (feet)  COMP
 DH6714  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 DH6714
 DH6714  VERT ORDER  -  THIRD
 DH6714
 DH6714.The horizontal coordinates were scaled from a topographic map and have
 DH6714.an estimated accuracy of +/- 6 seconds.
 DH6714
 DH6714.The orthometric height was determined by differential leveling
 DH6714.and adjusted in March 2008.
 DH6714.The height was determined by precise leveling from only one NSRS
 DH6714.bench mark.  This was not adequate "tie leveling" to NSRS, and
 DH6714.this height should be used with CAUTION.
 DH6714
 DH6714.The geoid height was determined by GEOID03.
 DH6714
 DH6714.The dynamic height is computed by dividing the NAVD 88
 DH6714.geopotential number by the normal gravity value computed on the
 DH6714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6714.degrees latitude (g = 980.6199 gals.).
 DH6714
 DH6714.The modeled gravity was interpolated from observed gravity values.
 DH6714
 DH6714;                    North         East    Units  Estimated Accuracy
 DH6714;SPC CA 4     -   654,730.    1,876,110.      MT  (+/- 180 meters Scaled)
 DH6714
 DH6714                          SUPERSEDED SURVEY CONTROL
 DH6714
 DH6714.No superseded survey control is available for this station.
 DH6714
 DH6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF333669(NAD 83)
 DH6714_MARKER: DD = SURVEY DISK
 DH6714_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH6714_STAMPING: CA SPATIAL REFERENCE CENTER 5950 2004
 DH6714_MARK LOGO: CADT  
 DH6714_PROJECTION: FLUSH
 DH6714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH6714+STABILITY: POSITION/ELEVATION WELL
 DH6714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6714+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 DH6714_ROD/PIPE-DEPTH:  6.1 meters
 DH6714_SLEEVE-DEPTH  :  1.2 meters
 DH6714
 DH6714  HISTORY     - Date     Condition        Report By
 DH6714  HISTORY     - 20031029 MONUMENTED       CADT
 DH6714
 DH6714                          STATION DESCRIPTION
 DH6714
 DH6714'DESCRIBED BY CALTRANS 2003 (GC)
 DH6714'THE STATION IS LOCATED IN FRESNO COUNTY,  ABOUT 3 MILES SOUTH OF THE
 DH6714'CITY OF MENDOTA AND  ABOUT 18 MILES WEST OF THE CITY OF KERMAN. TO
 DH6714'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 180 AND STATE
 DH6714'ROUTE 33  (DERRICK AVENUE) WHICH IS IN THE CITY OF MENDOTA, GO SOUTH
 DH6714'2.7 MILES ON STATE ROUTE 33  (DERRICK AVENUE) TO THE INTESECTION OF
 DH6714'CALIFORNIA AVENUE AND STATE ROUTE 33 (DERRICK  AVENUE), CONTINUE SOUTH
 DH6714'ON STATE ROUTE 33 ABOUT 200 FT TO THE STATION ON THE LEFT (EAST).  THE
 DH6714'MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK STAMPED 5950 2004, SET ON AN
 DH6714'ALUMINUM ROD  DRIVEN 20 FT INTO THE GROUND AND IN A 5 INCH PVC PIPE
 DH6714'WHICH IS EMBEDDED 4 FT DEEP IN  CONCRETE. THE STATION IS 125.3 FT
 DH6714'SOUTH OF THE CALIFORNIA AVENUE CENTERLINE, 79.1 FT EAST  OF A POWER
 DH6714'POLE, 31.2 FT SOUTH OF STATE ROUTE 33 (DERRICK AVENUE) CENTERLINE.
 DH6714'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT
 DH6714'MODERNIZATION  SURVEY, A CSRC PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI7590 ***********************************************************************
 AI7590  DESIGNATION -  5956
 AI7590  PID         -  AI7590
 AI7590  STATE/COUNTY-  CA/SAN JOAQUIN
 AI7590  USGS QUAD   -  TRACY (1981)
 AI7590
 AI7590                         *CURRENT SURVEY CONTROL
 AI7590  ___________________________________________________________________
 AI7590* NAD 83(1986)-  37 43 31.     (N)    121 25 51.     (W)     SCALED    
 AI7590* NAVD 88     -        23.864  (meters)      78.29   (feet)  ADJUSTED  
 AI7590  ___________________________________________________________________
 AI7590  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AI7590  DYNAMIC HT  -          23.847 (meters)      78.24  (feet)  COMP
 AI7590  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 AI7590
 AI7590  VERT ORDER  -  FIRST     CLASS II
 AI7590
 AI7590.The horizontal coordinates were scaled from a topographic map and have
 AI7590.an estimated accuracy of +/- 6 seconds.
 AI7590
 AI7590.The orthometric height was determined by differential leveling
 AI7590.and adjusted in July 2002.
 AI7590.No vertical observational check was made to the station.
 AI7590
 AI7590.The geoid height was determined by GEOID03.
 AI7590
 AI7590.The dynamic height is computed by dividing the NAVD 88
 AI7590.geopotential number by the normal gravity value computed on the
 AI7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7590.degrees latitude (g = 980.6199 gals.).
 AI7590
 AI7590.The modeled gravity was interpolated from observed gravity values.
 AI7590
 AI7590;                    North         East    Units  Estimated Accuracy
 AI7590;SPC CA 3     -   636,390.    1,917,950.      MT  (+/- 180 meters Scaled)
 AI7590
 AI7590                          SUPERSEDED SURVEY CONTROL
 AI7590
 AI7590.No superseded survey control is available for this station.
 AI7590
 AI7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG382764(NAD 83)
 AI7590_MARKER: DD = SURVEY DISK
 AI7590_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AI7590_STAMPING: LS 5956
 AI7590_MARK LOGO: NONE  
 AI7590_MAGNETIC: P = MARKER IS A STEEL PIPE
 AI7590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7590+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2000
 AI7590
 AI7590  HISTORY     - Date     Condition        Report By
 AI7590  HISTORY     - UNK      MONUMENTED       RBNF
 AI7590  HISTORY     - 20000623 GOOD             NGS
 AI7590
 AI7590                          STATION DESCRIPTION
 AI7590
 AI7590'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI7590'IN TRACY, AT THE INTERSECTION OF SCHULTE ROAD AND INDEPENDENCE DRIVE,
 AI7590'6.2 M (20.3 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AI7590'ROAD, 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AI7590'OF THE ROAD, 1.4 M (4.6 FT) WEST OF THE EXTENDED CENTERLINE THE DRIVE,
 AI7590'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 AI7590'MONUMENT IS THROUGH A 12-INCH METAL ACCESS COVER CAST MONUMENT.  THE
 AI7590'MONUMENT IS ON THE ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0179 ***********************************************************************
 KS0179  DESIGNATION -  5956 USGS
 KS0179  PID         -  KS0179
 KS0179  STATE/COUNTY-  CA/NEVADA
 KS0179  USGS QUAD   -  HOBART MILLS (1981)
 KS0179
 KS0179                         *CURRENT SURVEY CONTROL
 KS0179  ___________________________________________________________________
 KS0179* NAD 83(1986)-  39 24 36.     (N)    120 11 26.     (W)     SCALED    
 KS0179* NAVD 88     -      1816.661  (meters)    5960.16   (feet)  ADJUSTED  
 KS0179  ___________________________________________________________________
 KS0179  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 KS0179  DYNAMIC HT  -        1814.852 (meters)    5954.23  (feet)  COMP
 KS0179  MODELED GRAV-     979,566.4   (mgal)                       NAVD 88
 KS0179
 KS0179  VERT ORDER  -  SECOND    CLASS 0
 KS0179
 KS0179.The horizontal coordinates were scaled from a topographic map and have
 KS0179.an estimated accuracy of +/- 6 seconds.
 KS0179
 KS0179.The orthometric height was determined by differential leveling
 KS0179.and adjusted in June 1991.
 KS0179
 KS0179.The geoid height was determined by GEOID03.
 KS0179
 KS0179.The dynamic height is computed by dividing the NAVD 88
 KS0179.geopotential number by the normal gravity value computed on the
 KS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0179.degrees latitude (g = 980.6199 gals.).
 KS0179
 KS0179.The modeled gravity was interpolated from observed gravity values.
 KS0179
 KS0179;                    North         East    Units  Estimated Accuracy
 KS0179;SPC CA 2     -   695,070.    2,155,820.      MT  (+/- 180 meters Scaled)
 KS0179
 KS0179                          SUPERSEDED SURVEY CONTROL
 KS0179
 KS0179  NGVD 29 (??/??/??) 1815.460  (m)         5956.22   (f) ADJUSTED    2 0
 KS0179
 KS0179.Superseded values are not recommended for survey control.
 KS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0179.See file dsdata.txt to determine how the superseded data were derived.
 KS0179
 KS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ418660(NAD 83)
 KS0179_MARKER: Q = CHISELED SQUARE
 KS0179_SETTING: 80 = SET IN A BOULDER
 KS0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0179+STABILITY: SURFACE MOTION
 KS0179
 KS0179  HISTORY     - Date     Condition        Report By
 KS0179  HISTORY     - UNK      MONUMENTED       USGS
 KS0179  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0179
 KS0179                          STATION DESCRIPTION
 KS0179
 KS0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0179'0.7 MI N FROM HOBART MILLS.
 KS0179'0.7 MILE NORTH ALONG STATE HIGHWAY 89 FROM HOBART MILLS, NEVADA
 KS0179'COUNTY, AT AN ANGLE IN THE HIGHWAY, AT THE JUNCTION WITH A ROAD
 KS0179'LEADING EAST, AT THE NORTH EDGE OF THE ROAD, AND ON THE TOP OF A
 KS0179'BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1167 ***********************************************************************
 JS1167  DESIGNATION -  596+73 USE
 JS1167  PID         -  JS1167
 JS1167  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1167  USGS QUAD   -  TERMINOUS (1993)
 JS1167
 JS1167                         *CURRENT SURVEY CONTROL
 JS1167  ___________________________________________________________________
 JS1167* NAD 83(1986)-  38 01 18.     (N)    121 28 01.     (W)     SCALED    
 JS1167* NAVD 88     -         3.71   (+/-2cm)      12.2    (feet)  VERTCON   
 JS1167  ___________________________________________________________________
 JS1167  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS1167  VERT ORDER  -  THIRD (See Below)
 JS1167
 JS1167.The horizontal coordinates were scaled from a topographic map and have
 JS1167.an estimated accuracy of +/- 6 seconds.
 JS1167
 JS1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1167.The vertical order pertains to the NGVD 29 superseded value.
 JS1167
 JS1167.The geoid height was determined by GEOID03.
 JS1167
 JS1167;                    North         East    Units  Estimated Accuracy
 JS1167;SPC CA 3     -   669,320.    1,915,100.      MT  (+/- 180 meters Scaled)
 JS1167
 JS1167                          SUPERSEDED SURVEY CONTROL
 JS1167
 JS1167  NGVD 29 (??/??/??)    3.03   (m)            9.9    (f) RESET       3  
 JS1167
 JS1167.Superseded values are not recommended for survey control.
 JS1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1167.See file dsdata.txt to determine how the superseded data were derived.
 JS1167
 JS1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH345093(NAD 83)
 JS1167_MARKER: P = PIPE CAP
 JS1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1167+STABILITY: SURFACE MOTION
 JS1167
 JS1167  HISTORY     - Date     Condition        Report By
 JS1167  HISTORY     - UNK      MONUMENTED       DOD
 JS1167  HISTORY     - 1951     GOOD             NGS
 JS1167  HISTORY     - 1963     MARK NOT FOUND   NGS
 JS1167
 JS1167                          STATION DESCRIPTION
 JS1167
 JS1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1167'IN MC DONALD TRACT.
 JS1167'ON THE NORTHEAST SIDE OF MC DONALD TRACT, 4.3 MILES NORTH ALONG
 JS1167'A PAVED LEVEE ROAD FROM MC DONALD FERRY, ON THE SOUTHWEST LEVEE
 JS1167'OF STOCKTON DEEPWATER CHANNEL, ABOUT 50 YARDS SOUTHWEST OF CHANNEL
 JS1167'LIGHT 18, 242.8 FEET SOUTHEAST OF BENCH MARK 599+16 (USED), 19 1/2
 JS1167'FEET NORTHWEST OF THE CENTER OF A 12-INCH CAST IRON PIPE (THE
 JS1167'NORTHWEST ONE OF TWO PIPES), 11 FEET NORTHEAST OF THE CENTER LINE
 JS1167'OF THE ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 JS1167'WITH THE ROAD, ONE FOOT UNDERGROUND, AND SET IN THE TOP OF A
 JS1167'CONCRETE POST.
 JS1167
 JS1167                          STATION RECOVERY (1963)
 JS1167
 JS1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JS1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1660 ***********************************************************************
 GT1660  DESIGNATION -  597
 GT1660  PID         -  GT1660
 GT1660  STATE/COUNTY-  CA/FRESNO
 GT1660  USGS QUAD   -  ACADEMY (1978)
 GT1660
 GT1660                         *CURRENT SURVEY CONTROL
 GT1660  ___________________________________________________________________
 GT1660* NAD 83(1986)-  36 54 53.     (N)    119 31 12.     (W)     SCALED    
 GT1660* NAVD 88     -       182.87   (+/-2cm)     600.0    (feet)  VERTCON   
 GT1660  ___________________________________________________________________
 GT1660  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GT1660  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1660
 GT1660.The horizontal coordinates were scaled from a topographic map and have
 GT1660.an estimated accuracy of +/- 6 seconds.
 GT1660
 GT1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1660.The vertical order pertains to the NGVD 29 superseded value.
 GT1660
 GT1660.The geoid height was determined by GEOID03.
 GT1660
 GT1660;                    North         East    Units  Estimated Accuracy
 GT1660;SPC CA 4     -   675,600.    1,953,670.      MT  (+/- 180 meters Scaled)
 GT1660
 GT1660                          SUPERSEDED SURVEY CONTROL
 GT1660
 GT1660  NGVD 29 (??/??/92)  182.048  (m)          597.27   (f) ADJ UNCH    1 1
 GT1660
 GT1660.Superseded values are not recommended for survey control.
 GT1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1660.See file dsdata.txt to determine how the superseded data were derived.
 GT1660
 GT1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA755883(NAD 83)
 GT1660_MARKER: DD = SURVEY DISK
 GT1660_SETTING: 80 = SET IN A BOULDER
 GT1660_SP_SET: BOULDER
 GT1660_STAMPING: 597 601 F
 GT1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1660+STABILITY: SURFACE MOTION
 GT1660
 GT1660  HISTORY     - Date     Condition        Report By
 GT1660  HISTORY     - UNK      MONUMENTED       USGS
 GT1660  HISTORY     - 1972     GOOD             NGS
 GT1660
 GT1660                          STATION DESCRIPTION
 GT1660
 GT1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1660'2.2 MI NE FROM ACADEMY.
 GT1660'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 168 FROM THE JUNCTION OF
 GT1660'MADSEN AVENUE AT ACADEMY, IN THE TOP OF A 10- BY 5-FOOT GRANITE
 GT1660'BOULDER PROJECTING ABOUT 1/2 FOOT ABOVE THE GROUND, 24.0 FEET EAST
 GT1660'OF THE CENTER LINE OF THE HIGHWAY, 91.30 FEET NORTH OF TRIANGULATION
 GT1660'STATION LEE, 106 FEET NORTH-NORTHWEST OF A 24-INCH OAK TREE,
 GT1660'0.9 FOOT EAST OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 GT1660'HIGHWAY.  SEC 1, T12S, R22E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1166 ***********************************************************************
 JS1166  DESIGNATION -  599+16 USE
 JS1166  PID         -  JS1166
 JS1166  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1166  USGS QUAD   -  TERMINOUS (1993)
 JS1166
 JS1166                         *CURRENT SURVEY CONTROL
 JS1166  ___________________________________________________________________
 JS1166* NAD 83(1986)-  38 01 20.     (N)    121 28 01.     (W)     SCALED    
 JS1166* NAVD 88     -         3.18   (+/-2cm)      10.4    (feet)  VERTCON   
 JS1166  ___________________________________________________________________
 JS1166  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JS1166  VERT ORDER  -  THIRD (See Below)
 JS1166
 JS1166.The horizontal coordinates were scaled from a topographic map and have
 JS1166.an estimated accuracy of +/- 6 seconds.
 JS1166
 JS1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1166.The vertical order pertains to the NGVD 29 superseded value.
 JS1166
 JS1166.The geoid height was determined by GEOID03.
 JS1166
 JS1166;                    North         East    Units  Estimated Accuracy
 JS1166;SPC CA 3     -   669,380.    1,915,100.      MT  (+/- 180 meters Scaled)
 JS1166
 JS1166                          SUPERSEDED SURVEY CONTROL
 JS1166
 JS1166  NGVD 29 (??/??/??)    2.50   (m)            8.2    (f) RESET       3  
 JS1166
 JS1166.Superseded values are not recommended for survey control.
 JS1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1166.See file dsdata.txt to determine how the superseded data were derived.
 JS1166
 JS1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH345093(NAD 83)
 JS1166_MARKER: Z = SEE DESCRIPTION
 JS1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1166_STAMPING: POTP
 JS1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1166+STABILITY: SURFACE MOTION
 JS1166
 JS1166  HISTORY     - Date     Condition        Report By
 JS1166  HISTORY     - UNK      MONUMENTED       DOD
 JS1166  HISTORY     - 1951     GOOD             NGS
 JS1166  HISTORY     - 1963     MARK NOT FOUND   NGS
 JS1166
 JS1166                          STATION DESCRIPTION
 JS1166
 JS1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1166'IN MC DONALD TRACT.
 JS1166'ON THE NORTHEAST SIDE OF MC DONALD TRACT, 4.3 MILES NORTH ALONG
 JS1166'A PAVED LEVEE ROAD FROM MC DONALD FERRY, ON THE SOUTHWEST LEVEE
 JS1166'OF STOCKTON DEEP WATER CHANNEL, ABOUT 80 YARDS NORTH OF CHANNEL
 JS1166'LIGHT 18, 262 1/2 FEET NORTHWEST OF THE CENTER OF A 12-INCH CAST
 JS1166'IRON IRRIGATION PIPE, 242.8 FEET NORTHWEST OF BENCH MARK 596 + 73
 JS1166'(USED), 10 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3
 JS1166'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, ONE
 JS1166'FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 JS1166
 JS1166                          STATION RECOVERY (1963)
 JS1166
 JS1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JS1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0683 ***********************************************************************
 DX0683  DESIGNATION -  6
 DX0683  PID         -  DX0683
 DX0683  STATE/COUNTY-  CA/RIVERSIDE
 DX0683  USGS QUAD   -  INDIO (1972)
 DX0683
 DX0683                         *CURRENT SURVEY CONTROL
 DX0683  ___________________________________________________________________
 DX0683* NAD 83(1986)-  33 42 53.     (N)    116 12 27.     (W)     SCALED    
 DX0683* NAVD 88     -        -7.06   (+/-2cm)     -23.2    (feet)  VERTCON   
 DX0683  ___________________________________________________________________
 DX0683  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DX0683  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0683
 DX0683.The horizontal coordinates were scaled from a topographic map and have
 DX0683.an estimated accuracy of +/- 6 seconds.
 DX0683
 DX0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0683.The vertical order pertains to the NGVD 29 superseded value.
 DX0683
 DX0683.The geoid height was determined by GEOID03.
 DX0683
 DX0683;                    North         East    Units  Estimated Accuracy
 DX0683;SPC CA 6     -   671,690.    2,003,940.      MT  (+/- 180 meters Scaled)
 DX0683
 DX0683                          SUPERSEDED SURVEY CONTROL
 DX0683
 DX0683  NGVD 29 (??/??/??)   -7.729  (m)          -25.36   (f) ADJUSTED    1 2
 DX0683
 DX0683.Superseded values are not recommended for survey control.
 DX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0683.See file dsdata.txt to determine how the superseded data were derived.
 DX0683
 DX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT734308(NAD 83)
 DX0683_MARKER: DD = SURVEY DISK
 DX0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0683_STAMPING: 6
 DX0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0683+STABILITY: SURFACE MOTION
 DX0683
 DX0683  HISTORY     - Date     Condition        Report By
 DX0683  HISTORY     - UNK      MONUMENTED       CADH
 DX0683  HISTORY     - 1956     GOOD             NGS
 DX0683
 DX0683                          STATION DESCRIPTION
 DX0683
 DX0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0683'0.7 MI SE FROM INDIO.
 DX0683'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0683'PACIFIC COMPANY RAILROAD STATION AT INDIO, IN THE APPROXIMATE
 DX0683'CENTER OF THE ASPHALT TRAFFIC ISLAND OF THE DIVIDED HIGHWAY,
 DX0683'140 1/2 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION OF STATE
 DX0683'HIGHWAY 111, 8.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 DX0683'SOUTHWEST TRAFFIC LANE, 3.3 FEET SOUTHWEST OF THE SOUTHWEST
 DX0683'CURB OF THE NORTHEAST TRAFFIC LANE, ABOUT 1/2 FOOT HIGHER THAN
 DX0683'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DX0683'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0211 ***********************************************************************
 DX0211  DESIGNATION -  6
 DX0211  PID         -  DX0211
 DX0211  STATE/COUNTY-  CA/SAN DIEGO
 DX0211  USGS QUAD   -  JULIAN (1988)
 DX0211
 DX0211                         *CURRENT SURVEY CONTROL
 DX0211  ___________________________________________________________________
 DX0211* NAD 83(1986)-  33 04 52.     (N)    116 34 19.     (W)     SCALED    
 DX0211* NAVD 88     -      1003.338  (meters)    3291.78   (feet)  READJUSTED
 DX0211  ___________________________________________________________________
 DX0211  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 DX0211  DYNAMIC HT  -        1002.030 (meters)    3287.49  (feet)  COMP
 DX0211  MODELED GRAV-     979,298.9   (mgal)                       NAVD 88
 DX0211
 DX0211  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0211
 DX0211.The horizontal coordinates were scaled from a topographic map and have
 DX0211.an estimated accuracy of +/- 6 seconds.
 DX0211
 DX0211.The orthometric height was determined by differential leveling
 DX0211.and adjusted in February 1993.
 DX0211.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0211.distribution rate of 0.0 thru 1.0 mm/km.
 DX0211.The height was derived from older observations constrained to new
 DX0211.heights in a crustal motion area.  The height is approximate in
 DX0211.relation to other heights in its vicinity.
 DX0211
 DX0211.The geoid height was determined by GEOID03.
 DX0211
 DX0211.The dynamic height is computed by dividing the NAVD 88
 DX0211.geopotential number by the normal gravity value computed on the
 DX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0211.degrees latitude (g = 980.6199 gals.).
 DX0211
 DX0211.The modeled gravity was interpolated from observed gravity values.
 DX0211
 DX0211;                    North         East    Units  Estimated Accuracy
 DX0211;SPC CA 6     -   601,460.    1,969,940.      MT  (+/- 180 meters Scaled)
 DX0211
 DX0211                          SUPERSEDED SURVEY CONTROL
 DX0211
 DX0211  NGVD 29 (??/??/92) 1002.585  (m)         3289.31   (f) ADJ UNCH    1 1
 DX0211
 DX0211.Superseded values are not recommended for survey control.
 DX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0211.See file dsdata.txt to determine how the superseded data were derived.
 DX0211
 DX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS399603(NAD 83)
 DX0211_MARKER: DB = BENCH MARK DISK
 DX0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0211_STAMPING: NO 6 SD 198 E ELEV 3289.252
 DX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0211+STABILITY: SURFACE MOTION
 DX0211
 DX0211  HISTORY     - Date     Condition        Report By
 DX0211  HISTORY     - UNK      MONUMENTED       CADH
 DX0211  HISTORY     - 1968     GOOD             CA-073
 DX0211  HISTORY     - 1970     GOOD             CA-073
 DX0211  HISTORY     - 1978     GOOD             NGS
 DX0211  HISTORY     - 20080210 GOOD             INDIV
 DX0211
 DX0211                          STATION DESCRIPTION
 DX0211
 DX0211'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0211'4.4 MI E FROM JULIAN.
 DX0211'4.4 MILES EAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DX0211'JULIAN, ON THE OUTSIDE OF A SLIGHT CURVE, AT THE SOUTHEAST EDGE
 DX0211'OF A TURNOUT, AT THE NORTH END OF A U CURVE, 300 FEET NORTHEAST
 DX0211'OF AND ACROSS THE HIGHWAY FROM A HOUSE AT THE MOUTH, OF A
 DX0211'CANYON, 47.6 FEET EAST OF CENTERLINE OF THE HIGHWAY, 7 FEET WEST
 DX0211'OF THE EAST BANK OF THE TURNOUT, 2.2 FEET SOUTHWEST OF A WITNESS
 DX0211'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 DX0211'OF A CONCRETE POST FLUSH WITH THE GROUND.  A STANDARD BRASS DISK
 DX0211'STAMPED NO 6 SD 198 E ELEV 3289.252.  T12S R4E 33.
 DX0211
 DX0211                          STATION RECOVERY (1970)
 DX0211
 DX0211'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0211'RECOVERED IN GOOD CONDITION.
 DX0211
 DX0211                          STATION RECOVERY (1978)
 DX0211
 DX0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0211'RECOVERED IN GOOD CONDITION.
 DX0211
 DX0211                          STATION RECOVERY (2008)
 DX0211
 DX0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (LJM)
 DX0211'RECOVERED IN GOOD CONDITION AT
 DX0211'N33 05.084 W116 34.383
 DX0211'CORRECTED DESIGNATION SHOULD BE SD198E NO. 6
 DX0211' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1402 ***********************************************************************
 DX1402  DESIGNATION -  6
 DX1402  PID         -  DX1402
 DX1402  STATE/COUNTY-  CA/RIVERSIDE
 DX1402  USGS QUAD   -  PECHANGA (1988)
 DX1402
 DX1402                         *CURRENT SURVEY CONTROL
 DX1402  ___________________________________________________________________
 DX1402* NAD 83(1986)-  33 29 07.     (N)    117 04 39.     (W)     SCALED    
 DX1402* NAVD 88     -       340.02   (+/-2cm)    1115.5    (feet)  VERTCON   
 DX1402  ___________________________________________________________________
 DX1402  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DX1402  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1402
 DX1402.The horizontal coordinates were scaled from a topographic map and have
 DX1402.an estimated accuracy of +/- 6 seconds.
 DX1402
 DX1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1402.The vertical order pertains to the NGVD 29 superseded value.
 DX1402
 DX1402.The geoid height was determined by GEOID03.
 DX1402
 DX1402;                    North         East    Units  Estimated Accuracy
 DX1402;SPC CA 6     -   646,540.    1,923,100.      MT  (+/- 180 meters Scaled)
 DX1402
 DX1402                          SUPERSEDED SURVEY CONTROL
 DX1402
 DX1402  NGVD 29 (??/??/??)  339.315  (m)         1113.24   (f) ADJUSTED    1 2
 DX1402
 DX1402.Superseded values are not recommended for survey control.
 DX1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1402.See file dsdata.txt to determine how the superseded data were derived.
 DX1402
 DX1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT928050(NAD 83)
 DX1402_MARKER: P = PIPE CAP
 DX1402_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1402_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1402
 DX1402  HISTORY     - Date     Condition        Report By
 DX1402  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1402  HISTORY     - 1960     GOOD             NGS
 DX1402  HISTORY     - 1967     POOR             USGS
 DX1402
 DX1402                          STATION DESCRIPTION
 DX1402
 DX1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1402'5.1 MI E FROM TEMECULA.
 DX1402'VAILCO  1113.03
 DX1402'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1402'POST OFFICE AT TEMECULA, THENCE 3.3 MILES NORTHEAST ALONG STATE
 DX1402'HIGHWAY 71, AT AN EAST-WEST FENCE ON THE NORTH SIDE OF THE
 DX1402'HIGHWAY AND FASTENED TO THE TOP OF AN IRON PIPE.
 DX1402
 DX1402                          STATION RECOVERY (1967)
 DX1402
 DX1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DX1402'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0215 ***********************************************************************
 HR0215  DESIGNATION -  6
 HR0215  PID         -  HR0215
 HR0215  STATE/COUNTY-  CA/INYO
 HR0215  USGS QUAD   -  DEEP SPRINGS LAKE (1994)
 HR0215
 HR0215                         *CURRENT SURVEY CONTROL
 HR0215  ___________________________________________________________________
 HR0215* NAD 83(1986)-  37 21 07.     (N)    118 01 07.     (W)     SCALED    
 HR0215* NAVD 88     -      1556.676  (meters)    5107.19   (feet)  ADJUSTED  
 HR0215  ___________________________________________________________________
 HR0215  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HR0215  DYNAMIC HT  -        1554.873 (meters)    5101.28  (feet)  COMP
 HR0215  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 HR0215
 HR0215  VERT ORDER  -  SECOND    CLASS 0
 HR0215
 HR0215.The horizontal coordinates were scaled from a topographic map and have
 HR0215.an estimated accuracy of +/- 6 seconds.
 HR0215
 HR0215.The orthometric height was determined by differential leveling
 HR0215.and adjusted in June 1991.
 HR0215
 HR0215.The geoid height was determined by GEOID03.
 HR0215
 HR0215.The dynamic height is computed by dividing the NAVD 88
 HR0215.geopotential number by the normal gravity value computed on the
 HR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0215.degrees latitude (g = 980.6199 gals.).
 HR0215
 HR0215.The modeled gravity was interpolated from observed gravity values.
 HR0215
 HR0215;                    North         East    Units  Estimated Accuracy
 HR0215;SPC CA 4     -   724,440.    2,086,950.      MT  (+/- 180 meters Scaled)
 HR0215
 HR0215                          SUPERSEDED SURVEY CONTROL
 HR0215
 HR0215  NGVD 29 (??/??/??) 1555.84   (m)         5104.5    (f) RESET       3  
 HR0215
 HR0215.Superseded values are not recommended for survey control.
 HR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0215.See file dsdata.txt to determine how the superseded data were derived.
 HR0215
 HR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB097344(NAD 83)
 HR0215_MARKER: P = PIPE CAP
 HR0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0215_STAMPING: 6 5107
 HR0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0215
 HR0215  HISTORY     - Date     Condition        Report By
 HR0215  HISTORY     - UNK      MONUMENTED       USGS
 HR0215  HISTORY     - 1938     GOOD             NGS
 HR0215  HISTORY     - 1984     GOOD             USGS
 HR0215
 HR0215                          STATION DESCRIPTION
 HR0215
 HR0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HR0215'13.3 MI SW FROM OASIS.
 HR0215'IN INYO COUNTY, 13.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO
 HR0215'BIGPINE FROM OASIS, MONO COUNTY, 75 FEET NORTH OF THE ROAD,
 HR0215'AND 18 FEET NORTH OF THE CENTERLINE OF AN ABANDONED ROAD.  A
 HR0215'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6 5107
 HR0215'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HR0215
 HR0215                          STATION RECOVERY (1984)
 HR0215
 HR0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HR0215'23.85 MILES EAST AND NORTHEAST OF THE JUNCTION OF US 395 AND CA 168
 HR0215'ALONG CA 168, 1.1 MILES SOUTHWEST OF A CATTLEGUARD, 103 FT. NORTHWEST
 HR0215'OF THE CENTERLINE OF THE HIGHWAY, 4.4 FT. SOUTHEAST OF A 2 X 4
 HR0215'WITNESS POST, A USGS STANDARD CAP, STAMPED '5107 B F 6 1905', RIVETED
 HR0215'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.2 FT. ABOVE GROUND
 HR0215'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0824 ***********************************************************************
 HR0824  DESIGNATION -  6
 HR0824  PID         -  HR0824
 HR0824  STATE/COUNTY-  CA/TUOLUMNE
 HR0824  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0824
 HR0824                         *CURRENT SURVEY CONTROL
 HR0824  ___________________________________________________________________
 HR0824* NAD 83(1986)-  37 53 00.     (N)    119 51 16.     (W)     SCALED    
 HR0824* NAVD 88     -      1380.28   (+/-2cm)    4528.5    (feet)  VERTCON   
 HR0824  ___________________________________________________________________
 HR0824  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HR0824  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0824
 HR0824.The horizontal coordinates were scaled from a topographic map and have
 HR0824.an estimated accuracy of +/- 6 seconds.
 HR0824
 HR0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0824.The vertical order pertains to the NGVD 29 superseded value.
 HR0824
 HR0824.The geoid height was determined by GEOID03.
 HR0824
 HR0824;                    North         East    Units  Estimated Accuracy
 HR0824;SPC CA 3     -   653,720.    2,056,790.      MT  (+/- 180 meters Scaled)
 HR0824
 HR0824                          SUPERSEDED SURVEY CONTROL
 HR0824
 HR0824  NGVD 29 (??/??/92) 1379.343  (m)         4525.39   (f) ADJ UNCH    1 2
 HR0824
 HR0824.Superseded values are not recommended for survey control.
 HR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0824.See file dsdata.txt to determine how the superseded data were derived.
 HR0824
 HR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB489967(NAD 83)
 HR0824_MARKER: DB = BENCH MARK DISK
 HR0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0824_STAMPING: 6
 HR0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0824+STABILITY: SURFACE MOTION
 HR0824
 HR0824  HISTORY     - Date     Condition        Report By
 HR0824  HISTORY     - UNK      MONUMENTED       HHWS
 HR0824  HISTORY     - 1956     GOOD             NGS
 HR0824  HISTORY     - 20080718 GOOD             GEOCAC
 HR0824
 HR0824                          STATION DESCRIPTION
 HR0824
 HR0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0824'AT MATHER.
 HR0824'AT MATHER, 0.1 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST
 HR0824'OFFICE, AT THE Y JUNCTION OF THE ENTRANCE DRIVE TO CAMP MATHER
 HR0824'STABLES, 158 1/2 FEET SOUTH OF THE CENTER OF THE JUNCTION, 60 1/2
 HR0824'FEET NORTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 47 FEET
 HR0824'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET NORTHEAST
 HR0824'OF A 14-INCH PINE TREE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 HR0824'ABOUT 8 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 HR0824'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HR0824
 HR0824                          STATION RECOVERY (2008)
 HR0824
 HR0824'RECOVERY NOTE BY GEOCACHING 2008 (PFW)
 HR0824'WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2308 ***********************************************************************
 HS2308  DESIGNATION -  6
 HS2308  PID         -  HS2308
 HS2308  STATE/COUNTY-  CA/SANTA CLARA
 HS2308  USGS QUAD   -  PACHECO PASS (1971)
 HS2308
 HS2308                         *CURRENT SURVEY CONTROL
 HS2308  ___________________________________________________________________
 HS2308* NAD 83(1992)-  37 03 46.05209(N)    121 13 05.33793(W)     NO CHECK  
 HS2308* NAVD 88     -       414.65   (+/-2cm)    1360.4    (feet)  VERTCON   
 HS2308  ___________________________________________________________________
 HS2308  EPOCH DATE  -        1991.35
 HS2308  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HS2308  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HS2308  HORZ ORDER  -  THIRD
 HS2308  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2308
 HS2308.The horizontal coordinates were established by classical geodetic methods
 HS2308.and adjusted by the National Geodetic Survey in March 1994.
 HS2308.No horizontal observational check was made to the station.
 HS2308.The horizontal coordinates are valid at the epoch date displayed above.
 HS2308.The epoch date for horizontal control is a decimal equivalence
 HS2308.of Year/Month/Day.
 HS2308
 HS2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2308.The vertical order pertains to the NGVD 29 superseded value.
 HS2308
 HS2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS2308
 HS2308.The geoid height was determined by GEOID03.
 HS2308
 HS2308;                    North         East     Units Scale Factor Converg.
 HS2308;SPC CA 3     -   562,704.811 1,936,129.498   MT  1.00000080   -0 26 22.8
 HS2308;SPC CA 3     - 1,846,140.70  6,352,118.19   sFT  1.00000080   -0 26 22.8
 HS2308;SPC CA 4     -   694,184.629 1,802,744.790   MT  0.99996977   -1 19 23.9
 HS2308;SPC CA 4     - 2,277,504.07  5,914,505.20   sFT  0.99996977   -1 19 23.9
 HS2308;UTM  10      - 4,103,323.062   658,418.642   MT  0.99990917   +1 04 26.9
 HS2308
 HS2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS2308!SPC CA 3     -   0.99993999  x   1.00000080  =   0.99994079
 HS2308!SPC CA 4     -   0.99993999  x   0.99996977  =   0.99990976
 HS2308!UTM  10      -   0.99993999  x   0.99990917  =   0.99984917
 HS2308
 HS2308                          SUPERSEDED SURVEY CONTROL
 HS2308
 HS2308  NAD 83(1986)-  37 03 46.05280(N)    121 13 05.34184(W) AD(1984.00) 3
 HS2308  NAD 27      -  37 03 46.25508(N)    121 13 01.60742(W) AD(       ) 3
 HS2308  NGVD 29 (??/??/92)  413.79   (m)         1357.6    (f) COMPUTED    1 2
 HS2308
 HS2308.Superseded values are not recommended for survey control.
 HS2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2308.See file dsdata.txt to determine how the superseded data were derived.
 HS2308
 HS2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5841903323(NAD 83)
 HS2308_MARKER: P = PIPE CAP
 HS2308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2308_STAMPING: 6 1357.779 1917
 HS2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2308
 HS2308  HISTORY     - Date     Condition        Report By
 HS2308  HISTORY     - 1976     MONUMENTED       USGS
 HS2308  HISTORY     - 1966     GOOD             NGS
 HS2308  HISTORY     - 1973     GOOD             NGS
 HS2308
 HS2308                          STATION DESCRIPTION
 HS2308
 HS2308'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (RDM)
 HS2308'BM 6 (USGS) IS LOCATED ABOUT 20.5 MILES EAST OF THE TOWN OF GILROY
 HS2308'ON THE GONZAGA RANCH.
 HS2308'
 HS2308'BM 6 (USGS) IS REACHED AS FOLLOWS--FROM THE OLD CITY HALL, IN
 HS2308'GILROY, GO SOUTHEAST, ON MONTEREY STREET 0.1 MILE TO STATE HIGHWAY
 HS2308'152.  TURN LEFT, ON STATE HIGHWAY 152 AND GO EASTERLY 24.4 MILES
 HS2308'TO A CROSS ROAD AT PACHECO PASS SUMMIT.  TURN RIGHT ONTO THE OLD
 HS2308'HIGHWAY AND GO EASTERLY 0.4 MILE TO TWO GATES ON THE RIGHT.  PASS
 HS2308'THROUGH THE WEST GATE AND TAKE GRADED ROAD SOUTHWESTERLY 0.4
 HS2308'MILE TO THE BENCH MARK ON THE RIGHT.
 HS2308'
 HS2308'BENCH MARK, STAMPED 6 1357.779 1917, IS A USGS BRONZE DISK RIVETED
 HS2308'TO THE TOP OF AN IRON PIPE THAT PROJECTS ABOUT 1 FOOT ABOVE THE
 HS2308'GROUND.  IT IS ABOUT 160 YARDS WEST OF THE NORTHWEST CORNER OF A
 HS2308'LARGE WOODEN CORRAL, 128.4 FEET NORTH OF A FENCE LINE, 30 FEET
 HS2308'NORTH OF THE CENTER LINE OF A ROAD, 22 FEET WEST OF TELEPHONE
 HS2308'POLE NUMBER 1071, 1.4 FEET EAST OF A WOODEN WITNESS POST AND
 HS2308'ABOUT 1 FOOT ABOVE ROAD ELEVATION.
 HS2308
 HS2308                          STATION RECOVERY (1966)
 HS2308
 HS2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS2308'23.6 MI W FROM LOS BANOS.
 HS2308'22.7 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS2308'OF SIXTH STREET AT LOS BANOS, THENCE 0.5 MILE EAST ALONG THE
 HS2308'ABANDONED ROUTE OF STATE HIGHWAY 152, THENCE 0.4 MILE SOUTHWEST
 HS2308'ALONG A GRADED DIRT ROAD, ABOUT 160 YARDS WEST OF THE NORTHWEST
 HS2308'CORNER OF A LARGE WOODEN CORRAL, ABOUT 151 YARDS NORTHEAST OF THE
 HS2308'NORTHEAST CORNER OF AN OLD BARN, 128.4 FEET NORTH OF A FENCE,
 HS2308'97 1/2 FEET EAST OF A FENCE CORNER POST, 30 1/2 FEET NORTH OF
 HS2308'THE CENTER LINE OF THE ROAD, 22 FEET WEST OF TELEPHONE POLE 1071,
 HS2308'1.4 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HS2308'ROAD, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1.0 FOOT
 HS2308'ABOVE THE GROUND.  NOTE-- THIS MARK WAS INACCESSIBLE TO THE
 HS2308'1966 LEVELING AND WAS NOT LEVELED OVER.
 HS2308
 HS2308                          STATION RECOVERY (1973)
 HS2308
 HS2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HS2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0338 ***********************************************************************
 JT0338  DESIGNATION -  6
 JT0338  PID         -  JT0338
 JT0338  STATE/COUNTY-  CA/SOLANO
 JT0338  USGS QUAD   -  MARE ISLAND (1980)
 JT0338
 JT0338                         *CURRENT SURVEY CONTROL
 JT0338  ___________________________________________________________________
 JT0338* NAD 83(1986)-  38 05 50.     (N)    122 15 19.     (W)     SCALED    
 JT0338* NAVD 88     -         4.45   (+/-2cm)      14.6    (feet)  VERTCON   
 JT0338  ___________________________________________________________________
 JT0338  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0338  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0338
 JT0338.The horizontal coordinates were scaled from a topographic map and have
 JT0338.an estimated accuracy of +/- 6 seconds.
 JT0338
 JT0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0338.The vertical order pertains to the NGVD 29 superseded value.
 JT0338
 JT0338.The geoid height was determined by GEOID03.
 JT0338
 JT0338;                    North         East    Units  Estimated Accuracy
 JT0338;SPC CA 2     -   547,830.    1,977,610.      MT  (+/- 180 meters Scaled)
 JT0338
 JT0338                          SUPERSEDED SURVEY CONTROL
 JT0338
 JT0338  NGVD 29 (??/??/92)    3.64   (m)           11.9    (f) COMPUTED    1 2
 JT0338
 JT0338.Superseded values are not recommended for survey control.
 JT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0338.See file dsdata.txt to determine how the superseded data were derived.
 JT0338
 JT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH652168(NAD 83)
 JT0338_MARKER: DD = SURVEY DISK
 JT0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0338_SP_SET: SEWER HEADWALL
 JT0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0338
 JT0338  HISTORY     - Date     Condition        Report By
 JT0338  HISTORY     - UNK      MONUMENTED       CA4020
 JT0338  HISTORY     - 1950     GOOD             NGS
 JT0338  HISTORY     - 1956     GOOD             NGS
 JT0338  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JT0338  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0338
 JT0338                          STATION DESCRIPTION
 JT0338
 JT0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0338'AT VALLEJO.
 JT0338'AT VALLEJO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 JT0338'SONOMA AND MARYLAND STREETS, AT A CITY STORM SEWER, IN THE TOP
 JT0338'OF THE NORTHEAST END OF THE CONCRETE HEADWALL, 6.8 FEET NORTH OF
 JT0338'A POINT IN LINE WITH THE SOUTH EDGE OF THE NORTH CURB OF
 JT0338'MARYLAND STREET, 2.7 FEET WEST OF A POINT IN LINE WITH THE
 JT0338'EAST EDGE OF THE WEST CURB OF SONOMA STREET, 0.8 FOOT NORTHEAST
 JT0338'OF THE SOUTHWEST EDGE OF A ROUNDED CURB, AND FLUSH WITH THE
 JT0338'SIDEWALK.
 JT0338
 JT0338                          STATION RECOVERY (1956)
 JT0338
 JT0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 JT0338'RECOVERED IN GOOD CONDITION.
 JT0338
 JT0338                          STATION RECOVERY (1986)
 JT0338
 JT0338'RECOVERY NOTE BY US POWER SQUADRON 1986 (TM)
 JT0338'MARK NOT FOUND.
 JT0338
 JT0338                          STATION RECOVERY (1987)
 JT0338
 JT0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0303 ***********************************************************************
 JT0303  DESIGNATION -  6
 JT0303  PID         -  JT0303
 JT0303  STATE/COUNTY-  CA/SOLANO
 JT0303  USGS QUAD   -  MARE ISLAND (1980)
 JT0303
 JT0303                         *CURRENT SURVEY CONTROL
 JT0303  ___________________________________________________________________
 JT0303* NAD 83(1986)-  38 06 16.     (N)    122 16 22.     (W)     SCALED    
 JT0303* NAVD 88     -         3.69   (+/-2cm)      12.1    (feet)  VERTCON   
 JT0303  ___________________________________________________________________
 JT0303  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JT0303  VERT ORDER  -  THIRD (See Below)
 JT0303
 JT0303.The horizontal coordinates were scaled from a topographic map and have
 JT0303.an estimated accuracy of +/- 6 seconds.
 JT0303
 JT0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0303.The vertical order pertains to the NGVD 29 superseded value.
 JT0303
 JT0303.The geoid height was determined by GEOID03.
 JT0303
 JT0303;                    North         East    Units  Estimated Accuracy
 JT0303;SPC CA 2     -   548,630.    1,976,070.      MT  (+/- 180 meters Scaled)
 JT0303
 JT0303                          SUPERSEDED SURVEY CONTROL
 JT0303
 JT0303  NGVD 29 (??/??/??)    2.90   (m)            9.5    (f) RESET       3  
 JT0303
 JT0303.Superseded values are not recommended for survey control.
 JT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0303.See file dsdata.txt to determine how the superseded data were derived.
 JT0303
 JT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637176(NAD 83)
 JT0303_MARKER: X = CHISELED CROSS
 JT0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0303_SP_SET: QUAY WALL
 JT0303_STAMPING: EL 112.59
 JT0303_MARK LOGO: USN   
 JT0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0303
 JT0303  HISTORY     - Date     Condition        Report By
 JT0303  HISTORY     - UNK      MONUMENTED       DOD
 JT0303  HISTORY     - 1950     GOOD             CGS
 JT0303  HISTORY     - 1961     GOOD             CGS
 JT0303
 JT0303                          STATION DESCRIPTION
 JT0303
 JT0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JT0303'AT MARE ISLAND NAVAL SHIPYARD.
 JT0303'AT MARE ISLAND NAVAL SHIPYARD, ON WATERFRONT AVENUE, ABOUT 0.1
 JT0303'MILE SOUTHEAST OF THE JUNCTION OF FIRST STREET, 88.6 FEET NORTHEAST
 JT0303'OF AND ACROSS THE AVENUE FROM THE NORTHEAST EDGE OF BUILDING NO.
 JT0303'147 (SUPPLY DEPARTMENT), 73 1/2 FEET NORTHEAST OF THE CENTER LINE
 JT0303'OF THE AVENUE, 33 1/2 FEET NORTH OF AN IRON BOLLARD, 16.2 FEET
 JT0303'NORTHEAST OF THE NORTHEAST RAIL OF THE EAST RAILROAD TRACKS,
 JT0303'1.3 FEET EAST OF THE EAST CORNER OF A CONCRETE FOUNDATION FOR AN
 JT0303'ELECTRIC MOTOR, 1.2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 JT0303'QUAY WALL, ON TOP OF THE CONCRETE QUAY WALL, AND AT THE NORTHEAST
 JT0303'EDGE OF A BRASS PLATE WHICH IS STAMPED EL 112.59 AND HAS A LARGE 6
 JT0303'CAST IN ITS CENTER.
 JT0303
 JT0303                          STATION RECOVERY (1961)
 JT0303
 JT0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JT0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2062 ***********************************************************************
 HS2062  DESIGNATION -  6
 HS2062  PID         -  HS2062
 HS2062  STATE/COUNTY-  CA/STANISLAUS
 HS2062  USGS QUAD   -  OAKDALE (1987)
 HS2062
 HS2062                         *CURRENT SURVEY CONTROL
 HS2062  ___________________________________________________________________
 HS2062* NAD 83(1986)-  37 46 49.     (N)    120 46 27.     (W)     SCALED    
 HS2062* NAVD 88     -        61.98   (+/-2cm)     203.3    (feet)  VERTCON   
 HS2062  ___________________________________________________________________
 HS2062  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 HS2062  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2062
 HS2062.The horizontal coordinates were scaled from a topographic map and have
 HS2062.an estimated accuracy of +/- 6 seconds.
 HS2062
 HS2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2062.The vertical order pertains to the NGVD 29 superseded value.
 HS2062
 HS2062.The geoid height was determined by GEOID03.
 HS2062
 HS2062;                    North         East    Units  Estimated Accuracy
 HS2062;SPC CA 3     -   642,120.    1,975,850.      MT  (+/- 180 meters Scaled)
 HS2062
 HS2062                          SUPERSEDED SURVEY CONTROL
 HS2062
 HS2062  NGVD 29 (??/??/92)   61.210  (m)          200.82   (f) ADJ UNCH    1 2
 HS2062
 HS2062.Superseded values are not recommended for survey control.
 HS2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2062.See file dsdata.txt to determine how the superseded data were derived.
 HS2062
 HS2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG960837(NAD 83)
 HS2062_MARKER: B = BOLT
 HS2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2062_SP_SET: CULVERT
 HS2062_STAMPING: 200.48
 HS2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2062
 HS2062  HISTORY     - Date     Condition        Report By
 HS2062  HISTORY     - UNK      MONUMENTED       OID
 HS2062  HISTORY     - 1932     GOOD             NGS
 HS2062  HISTORY     - 1986     MARK NOT FOUND   NGS
 HS2062
 HS2062                          STATION DESCRIPTION
 HS2062
 HS2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 HS2062'4.1 MI E FROM OAKDALE.
 HS2062'4.1 MILES EAST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN PACIFIC
 HS2062'CO. RAILROAD STATION AT OAKDALE, STANISLAUS COUNTY, AT A ROAD
 HS2062'INTERSECTION, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HS2062'NEAR HIGHWAY CULVERT 200+18, ON THE WEST SIDE OF THE ROAD, AND
 HS2062'IN THE TOP OF THE WEST HEADWALL OF A CULVERT.
 HS2062
 HS2062                          STATION RECOVERY (1986)
 HS2062
 HS2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS2062'NOT RECOVERED.  THE DESCRIBED CULVERT HAS BEEN REMOVED.  BELIEVED
 HS2062'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0113 ***********************************************************************
 HR0113  DESIGNATION -  6
 HR0113  PID         -  HR0113
 HR0113  STATE/COUNTY-  CA/MONO
 HR0113  USGS QUAD   -  JUNE LAKE (1994)
 HR0113
 HR0113                         *CURRENT SURVEY CONTROL
 HR0113  ___________________________________________________________________
 HR0113* NAD 83(1986)-  37 49 16.     (N)    119 03 43.     (W)     SCALED    
 HR0113* NAVD 88     -      2326.635  (meters)    7633.30   (feet)  ADJUSTED  
 HR0113  ___________________________________________________________________
 HR0113  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 HR0113  DYNAMIC HT  -        2323.715 (meters)    7623.72  (feet)  COMP
 HR0113  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 HR0113  OBS GRAVITY -     979,284.6   (mgal)                       GRAV_OBS
 HR0113
 HR0113  VERT ORDER  -  FIRST     CLASS I
 HR0113
 HR0113.The horizontal coordinates were scaled from a topographic map and have
 HR0113.an estimated accuracy of +/- 6 seconds.
 HR0113
 HR0113.The orthometric height was determined by differential leveling
 HR0113.and adjusted in June 1991.
 HR0113
 HR0113.The geoid height was determined by GEOID03.
 HR0113
 HR0113.The dynamic height is computed by dividing the NAVD 88
 HR0113.geopotential number by the normal gravity value computed on the
 HR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0113.degrees latitude (g = 980.6199 gals.).
 HR0113
 HR0113.The modeled gravity was interpolated from observed gravity values.
 HR0113.The observed gravity was obtained from relative gravimeter ties
 HR0113.to the IGSN71 gravity network.
 HR0113
 HR0113;                    North         East    Units  Estimated Accuracy
 HR0113;SPC CA 3     -   647,590.    2,126,600.      MT  (+/- 180 meters Scaled)
 HR0113
 HR0113                          SUPERSEDED SURVEY CONTROL
 HR0113
 HR0113  NGVD 29 (??/??/92) 2325.190  (m)         7628.56   (f) ADJ UNCH    1 1
 HR0113
 HR0113.Superseded values are not recommended for survey control.
 HR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0113.See file dsdata.txt to determine how the superseded data were derived.
 HR0113
 HR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB185879(NAD 83)
 HR0113_MARKER: DD = SURVEY DISK
 HR0113_SETTING: 66 = SET IN ROCK OUTCROP
 HR0113_SP_SET: IN A DRILL HOLE IN BEDROCK
 HR0113_STAMPING: 6
 HR0113_MARK LOGO: CA1980
 HR0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0113+STABILITY: POSITION/ELEVATION WELL
 HR0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0113+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR0113
 HR0113  HISTORY     - Date     Condition        Report By
 HR0113  HISTORY     - UNK      MONUMENTED       CA1980
 HR0113  HISTORY     - 1957     GOOD             NGS
 HR0113  HISTORY     - 1985     GOOD             USGS
 HR0113  HISTORY     - 1986     GOOD             NGS
 HR0113  HISTORY     - 1987     GOOD             NGS
 HR0113  HISTORY     - 19881010 GOOD             NGS
 HR0113
 HR0113                          STATION DESCRIPTION
 HR0113
 HR0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0113'0.7 MI NW FROM JUNE LAKE JUNCTION.
 HR0113'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE Y JUNCTION
 HR0113'OF JUNE LAKE ROAD AT JUNE LAKE JUNCTION, IN R 26 E, T 1 S, IN
 HR0113'THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 36, AT A
 HR0113'PROMINENT LAVA ROCK BLUFF, IN THE TOP OF A SHELF NEAR THE BASE
 HR0113'OF THE EAST END OF THE FORMATION, 101 1/2 FEET NORTHEAST OF
 HR0113'THE CENTER LINE OF THE HIGHWAY, 84.0 FEET NORTHEAST OF THE NORTHEAST
 HR0113'END OF 18-INCH CORRUGATED METAL PIPE CULVERT G-69 + 47, ABOUT
 HR0113'6 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 1/2 FEET ABOVE THE
 HR0113'GROUND.
 HR0113
 HR0113                          STATION RECOVERY (1985)
 HR0113
 HR0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0113'RECOVERED IN GOOD CONDITION.
 HR0113
 HR0113                          STATION RECOVERY (1986)
 HR0113
 HR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0113'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.44 KM (2.76
 HR0113'MI) NORTHEAST ALONG STATE HIGHWAY 158 FROM THE POST OFFICE IN JUNE
 HR0113'LAKE, THENCE 1.17 KM (0.73 MI) NORTH ALONG US HIGHWAY 395, IN TOP OF
 HR0113'THE SOUTH END OF A LONG LEDGE OF OUTCROP, 32.6 METERS (107 FT)
 HR0113'NORTHEAST OF THE HIGHWAY CENTERLINE AND 68.0 METERS (225 FT) NORTH OF
 HR0113'THE CENTER OF A GRAVEL ROAD CROSSING.  A CITY OF LOS ANGELES,
 HR0113'DEPARTMENT OF WATER AND POWER, BUREAU WATER WORKS AND SUPPLY DISK.
 HR0113'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 HR0113'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 HR0113
 HR0113                          STATION RECOVERY (1987)
 HR0113
 HR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0113'RECOVERED IN GOOD CONDITION.
 HR0113
 HR0113                          STATION RECOVERY (1988)
 HR0113
 HR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3297 ***********************************************************************
 AH3297  DESIGNATION -  6
 AH3297  PID         -  AH3297
 AH3297  STATE/COUNTY-  CA/LOS ANGELES
 AH3297  USGS QUAD   -  BEVERLY HILLS (1995)
 AH3297
 AH3297                         *CURRENT SURVEY CONTROL
 AH3297  ___________________________________________________________________
 AH3297* NAD 83(1986)-  34 05 25.     (N)    118 23 03.     (W)     SCALED    
 AH3297* NAVD 88     -       105.434  (meters)     345.91   (feet)  ADJUSTED  
 AH3297  ___________________________________________________________________
 AH3297  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AH3297  DYNAMIC HT  -         105.325 (meters)     345.55  (feet)  COMP
 AH3297  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 AH3297
 AH3297  VERT ORDER  -  FIRST     CLASS II
 AH3297
 AH3297.The horizontal coordinates were scaled from a topographic map and have
 AH3297.an estimated accuracy of +/- 6 seconds.
 AH3297
 AH3297.The orthometric height was determined by differential leveling
 AH3297.and adjusted in May 1999.
 AH3297
 AH3297.The geoid height was determined by GEOID03.
 AH3297
 AH3297.The dynamic height is computed by dividing the NAVD 88
 AH3297.geopotential number by the normal gravity value computed on the
 AH3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3297.degrees latitude (g = 980.6199 gals.).
 AH3297
 AH3297.The modeled gravity was interpolated from observed gravity values.
 AH3297
 AH3297;                    North         East    Units  Estimated Accuracy
 AH3297;SPC CA 5     -   565,550.    1,964,550.      MT  (+/- 180 meters Scaled)
 AH3297
 AH3297                          SUPERSEDED SURVEY CONTROL
 AH3297
 AH3297.No superseded survey control is available for this station.
 AH3297
 AH3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT723730(NAD 83)
 AH3297_MARKER: DB = BENCH MARK DISK
 AH3297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3297_SP_SET: SIDEWALK
 AH3297_STAMPING: 6 1922
 AH3297_MARK LOGO: USGS  
 AH3297_PROJECTION: FLUSH
 AH3297_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3297+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1997
 AH3297
 AH3297  HISTORY     - Date     Condition        Report By
 AH3297  HISTORY     - 1922     MONUMENTED       USGS
 AH3297  HISTORY     - 19970416 GOOD             MWDSC
 AH3297
 AH3297                          STATION DESCRIPTION
 AH3297
 AH3297'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3297'IN THE CITY OF WEST HOLLYWOOD, AT THE INTERSECTION OF SUNSET BLVD,
 AH3297'HOLLOWAY DRIVE, HORN AVE. AND PALM AVE., 24 M (78.7 FT) WEST OF HORN
 AH3297'AVE., 14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF SUNSET BLVD. STATION
 AH3297'IS IN A CONCRETE PAD IN THE BACK OF WALK IN FRONT OF BLDG NO. 8820.
 AH3297'NOTE, IN ADDITION TO INSCRIBED AGENCY OF USGS, DISK IS INSCRIBED--IN
 AH3297'COOPERATION WITH LOS ANGELES COUNTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4605 ***********************************************************************
 DX4605  DESIGNATION -  6 10 10
 DX4605  PID         -  DX4605
 DX4605  STATE/COUNTY-  CA/ORANGE
 DX4605  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4605
 DX4605                         *CURRENT SURVEY CONTROL
 DX4605  ___________________________________________________________________
 DX4605* NAD 83(1992)-  33 39 43.06078(N)    117 54 11.11752(W)     ADJUSTED  
 DX4605* NAVD 88     -        48.17   (+/-2cm)     158.0    (feet)  VERTCON   
 DX4605  ___________________________________________________________________
 DX4605  EPOCH DATE  -        1991.35
 DX4605  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 DX4605  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DX4605  HORZ ORDER  -  SECOND
 DX4605  VERT ORDER  -  THIRD ? (See Below)
 DX4605
 DX4605.The horizontal coordinates were established by classical geodetic methods
 DX4605.and adjusted by the National Geodetic Survey in June 1996.
 DX4605.The horizontal coordinates are valid at the epoch date displayed above.
 DX4605.The epoch date for horizontal control is a decimal equivalence
 DX4605.of Year/Month/Day.
 DX4605
 DX4605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4605.The vertical order pertains to the NGVD 29 superseded value.
 DX4605
 DX4605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4605
 DX4605.The geoid height was determined by GEOID03.
 DX4605
 DX4605;                    North         East     Units Scale Factor Converg.
 DX4605;SPC CA 6     -   667,049.451 1,846,688.464   MT  0.99997048   -0 54 30.2
 DX4605;SPC CA 6     - 2,188,478.07  6,058,677.07   sFT  0.99997048   -0 54 30.2
 DX4605;UTM  11      - 3,725,041.722   416,271.515   MT  0.99968642   -0 30 02.2
 DX4605
 DX4605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4605!SPC CA 6     -   0.99999795  x   0.99997048  =   0.99996843
 DX4605!UTM  11      -   0.99999795  x   0.99968642  =   0.99968437
 DX4605
 DX4605:                Primary Azimuth Mark                     Grid Az
 DX4605:SPC CA 6     -  NEWPORT BEACH RAD KOCM MAST              225 09 48.4
 DX4605:UTM  11      -  NEWPORT BEACH RAD KOCM MAST              224 45 20.4
 DX4605
 DX4605|---------------------------------------------------------------------|
 DX4605| PID    Reference Object                     Distance      Geod. Az  |
 DX4605|                                                           dddmmss.s |
 DX4605| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 4.6 KM 2241518.2 |
 DX4605| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 9.4 KM 2802300.9 |
 DX4605|---------------------------------------------------------------------|
 DX4605
 DX4605                          SUPERSEDED SURVEY CONTROL
 DX4605
 DX4605  NAD 83(1986)-  33 39 43.06177(N)    117 54 11.11802(W) AD(1984.00) 2
 DX4605  NAD 27      -  33 39 42.99360(N)    117 54 07.91530(W) AD(       ) 2
 DX4605  NGVD 29 (07/19/86)   47.47   (m)          155.7    (f) LEVELING    3  
 DX4605
 DX4605.Superseded values are not recommended for survey control.
 DX4605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4605.See file dsdata.txt to determine how the superseded data were derived.
 DX4605
 DX4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1627225042(NAD 83)
 DX4605_MARKER: Z = SEE DESCRIPTION
 DX4605_SETTING: 0 = UNSPECIFIED SETTING
 DX4605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4605
 DX4605  HISTORY     - Date     Condition        Report By
 DX4605  HISTORY     - 1974     MONUMENTED       CA-059
 DX4605
 DX4605                          STATION DESCRIPTION
 DX4605
 DX4605'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4605'THE STATION IS LOCATED ON THE ROOF OF THE SOUTHERN CALIFORNIA
 DX4605'COLLEGE AT 2525 NEWPORT BOULEVARD IMMEDIATELY SOUTH OF THE COSTA
 DX4605'MESA CITY HALL.
 DX4605'
 DX4605'TO REACH THE STATION FROM THE INTERSECTION OF NEWPORT BOULEVARD
 DX4605'AND FAIR DRIVE, PROCEED WEST ON FAIR DRIVE TO A PAVED ROAD EAST
 DX4605'OF THE EAST ENTRANCE TO THE COSTA MESA CITY HALL PARKING LOT.  TURN
 DX4605'LEFT (SOUTH) ON THE PAVED ROAD AND FOLLOW TO THE WEST SIDE OF THE
 DX4605'WESTERLY SEVEN-STORY DORMITORY.  TO REACH THE ROOF, ENTER MAIN
 DX4605'LOBBY AND ARRANGE TO HAVE ROOF DOOR UNLOCKED OF THE GIRLS
 DX4605'DORMITORY.  LEAVE ELEVATOR ON SEVENTH FLOOR EXIT AND CLIMB
 DX4605'STAIRS AND ATTACHED LADDER TO THE STATION ATOP ELEVATOR SHAFT ON
 DX4605'EAST SIDE.  MR. D. GRUBBS OR MR. A. PRICE, PHONE NUMBER (714)
 DX4605'545-1178 EXT. 8, SHOULD BE NOTIFIED BEFORE STATION IS OCCUPIED.
 DX4605'
 DX4605'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 6-10-10
 DX4605'FEB 1974 EPOXIED TO THE ROOF OF THE ELEVATOR SHAFT.  THE MARK IS
 DX4605'3.5 FEET EAST OF THE WEST EDGE AND 4.5 FEET SOUTH OF THE NORTH
 DX4605'EDGE OF THE GIRLS DORMITORY.
 DX4605'
 DX4605'NO REFERENCE MARKS WERE SET.
 DX4605'
 DX4605'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4619 ***********************************************************************
 DX4619  DESIGNATION -  6 10 18
 DX4619  PID         -  DX4619
 DX4619  STATE/COUNTY-  CA/ORANGE
 DX4619  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4619
 DX4619                         *CURRENT SURVEY CONTROL
 DX4619  ___________________________________________________________________
 DX4619* NAD 83(1992)-  33 38 58.62003(N)    117 57 15.43021(W)     ADJUSTED  
 DX4619* NAVD 88     -        14.10   (+/-2cm)      46.3    (feet)  VERTCON   
 DX4619  ___________________________________________________________________
 DX4619  EPOCH DATE  -        1991.35
 DX4619  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 DX4619  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DX4619  HORZ ORDER  -  SECOND
 DX4619  VERT ORDER  -  THIRD ? (See Below)
 DX4619
 DX4619.The horizontal coordinates were established by classical geodetic methods
 DX4619.and adjusted by the National Geodetic Survey in June 1996.
 DX4619.The horizontal coordinates are valid at the epoch date displayed above.
 DX4619.The epoch date for horizontal control is a decimal equivalence
 DX4619.of Year/Month/Day.
 DX4619
 DX4619.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4619.The vertical order pertains to the NGVD 29 superseded value.
 DX4619
 DX4619.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4619
 DX4619.The geoid height was determined by GEOID03.
 DX4619
 DX4619;                    North         East     Units Scale Factor Converg.
 DX4619;SPC CA 6     -   665,756.900 1,841,918.274   MT  0.99996927   -0 56 11.5
 DX4619;SPC CA 6     - 2,184,237.43  6,043,026.87   sFT  0.99996927   -0 56 11.5
 DX4619;UTM  11      - 3,723,715.626   411,511.970   MT  0.99969653   -0 31 43.7
 DX4619
 DX4619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4619!SPC CA 6     -   1.00000333  x   0.99996927  =   0.99997260
 DX4619!UTM  11      -   1.00000333  x   0.99969653  =   0.99969986
 DX4619
 DX4619:                Primary Azimuth Mark                     Grid Az
 DX4619:SPC CA 6     -  NEWPORT BEACH RAD KOCM MAST              142 39 40.7
 DX4619:UTM  11      -  NEWPORT BEACH RAD KOCM MAST              142 15 12.9
 DX4619
 DX4619|---------------------------------------------------------------------|
 DX4619| PID    Reference Object                     Distance      Geod. Az  |
 DX4619|                                                           dddmmss.s |
 DX4619| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 2.5 KM 1414329.2 |
 DX4619|---------------------------------------------------------------------|
 DX4619
 DX4619                          SUPERSEDED SURVEY CONTROL
 DX4619
 DX4619  NAD 83(1986)-  33 38 58.62117(N)    117 57 15.42920(W) AD(1984.00) 2
 DX4619  NAD 27      -  33 38 58.55270(N)    117 57 12.22290(W) AD(       ) 2
 DX4619  NGVD 29 (07/19/86)   13.41   (m)           44.0    (f) LEVELING    3  
 DX4619
 DX4619.Superseded values are not recommended for survey control.
 DX4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4619.See file dsdata.txt to determine how the superseded data were derived.
 DX4619
 DX4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1151223716(NAD 83)
 DX4619_MARKER: Z = SEE DESCRIPTION
 DX4619_SETTING: 0 = UNSPECIFIED SETTING
 DX4619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4619
 DX4619  HISTORY     - Date     Condition        Report By
 DX4619  HISTORY     - 1974     MONUMENTED       CA-059
 DX4619
 DX4619                          STATION DESCRIPTION
 DX4619
 DX4619'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4619'THE STATION IS LOCATED ON THE ROOF OF THE HUNTINGTON VISTA
 DX4619'APARTMENTS AT 21551 BROOKHURST STREET IN EAST HUNTINGTON BEACH.
 DX4619'
 DX4619'TO REACH THE STATION FROM THE INTERSECTION OF HAMILTON AVENUE
 DX4619'AND BROOKHURST STREET ON THE WEST SIDE OF THE SANTA ANA RIVER, DRIVE
 DX4619'SOUTH TO THE APARTMENT HOUSE COMPLEX ON THE WEST SIDE OF
 DX4619'BROOKHURST STREET AND PARK.  THE RENTAL OFFICE ON THE NORTHEAST
 DX4619'SIDE OF THE SWIMMING POOL WILL FURNISH A KEY TO UNLOCK ROOF
 DX4619'DOOR.  THE STAIRS NORTH OF THE POOL LEAD TO THE ROOF AND
 DX4619'STATION SITE.  PRIOR TO OCCUPATION, CALL THE MANAGER, MRS.
 DX4619'LILLIAN WOLF, PHONE NUMBER (714) 962-5919.
 DX4619'
 DX4619'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4619'6-10-18 MAR 1974 EPOXIED TO THE ROOF OF THE STAIRWELL ABOUT
 DX4619'SEVEN FEET HIGHER THAN THE MAIN ROOF.  THE MARK IS 3 FEET EAST OF
 DX4619'AN ANGLE POINT IN THE WEST LINE AND 7.3 FEET SOUTH OF THE NORTH
 DX4619'EDGE OF THE ROOF.
 DX4619'
 DX4619'NO REFERENCE MARKS WERE SET.
 DX4619'
 DX4619'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4623 ***********************************************************************
 DX4623  DESIGNATION -  6 10 19
 DX4623  PID         -  DX4623
 DX4623  STATE/COUNTY-  CA/ORANGE
 DX4623  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4623
 DX4623                         *CURRENT SURVEY CONTROL
 DX4623  ___________________________________________________________________
 DX4623* NAD 83(1992)-  33 38 17.24680(N)    117 58 14.79029(W)     ADJUSTED  
 DX4623* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 DX4623  ___________________________________________________________________
 DX4623  EPOCH DATE  -        1991.35
 DX4623  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 DX4623  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DX4623  HORZ ORDER  -  SECOND
 DX4623  VERT ORDER  -  THIRD ? (See Below)
 DX4623
 DX4623.The horizontal coordinates were established by classical geodetic methods
 DX4623.and adjusted by the National Geodetic Survey in June 1996.
 DX4623.The horizontal coordinates are valid at the epoch date displayed above.
 DX4623.The epoch date for horizontal control is a decimal equivalence
 DX4623.of Year/Month/Day.
 DX4623
 DX4623.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4623.The vertical order pertains to the NGVD 29 superseded value.
 DX4623
 DX4623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4623
 DX4623.The geoid height was determined by GEOID03.
 DX4623
 DX4623;                    North         East     Units Scale Factor Converg.
 DX4623;SPC CA 6     -   664,507.525 1,840,367.941   MT  0.99996819   -0 56 44.1
 DX4623;SPC CA 6     - 2,180,138.44  6,037,940.49   sFT  0.99996819   -0 56 44.1
 DX4623;UTM  11      - 3,722,455.590   409,970.985   MT  0.99969992   -0 32 16.1
 DX4623
 DX4623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4623!SPC CA 6     -   1.00000487  x   0.99996819  =   0.99997306
 DX4623!UTM  11      -   1.00000487  x   0.99969992  =   0.99970479
 DX4623
 DX4623:                Primary Azimuth Mark                     Grid Az
 DX4623:SPC CA 6     -  NEWPORT BEACH RAD KOCM MAST              103 09 56.3
 DX4623:UTM  11      -  NEWPORT BEACH RAD KOCM MAST              102 45 28.3
 DX4623
 DX4623|---------------------------------------------------------------------|
 DX4623| PID    Reference Object                     Distance      Geod. Az  |
 DX4623|                                                           dddmmss.s |
 DX4623| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 3.1 KM 1021312.2 |
 DX4623| CC3150 6 10 19 RM 1                         16.482 METERS 16807     |
 DX4623| CC3151 6 10 19 RM 2                         11.278 METERS 20357     |
 DX4623| CC3152 6 10 19 RM 3                         13.663 METERS 24035     |
 DX4623| DX4624 6 10 19 AUX                         351.868 METERS 29546     |
 DX4623|---------------------------------------------------------------------|
 DX4623
 DX4623                          SUPERSEDED SURVEY CONTROL
 DX4623
 DX4623  NAD 83(1986)-  33 38 17.24836(N)    117 58 14.78950(W) AD(1984.00) 2
 DX4623  NAD 27      -  33 38 17.17950(N)    117 58 11.58200(W) AD(       ) 2
 DX4623  NGVD 29 (07/19/86)    3.62   (m)           11.9    (f) LEVELING    3  
 DX4623
 DX4623.Superseded values are not recommended for survey control.
 DX4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4623.See file dsdata.txt to determine how the superseded data were derived.
 DX4623
 DX4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0997122456(NAD 83)
 DX4623_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4623
 DX4623  HISTORY     - Date     Condition        Report By
 DX4623  HISTORY     - 1974     MONUMENTED       CA-059
 DX4623  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 DX4623
 DX4623                          STATION DESCRIPTION
 DX4623
 DX4623'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4623'THE STATION IS LOCATED AT THE HUNTINGTON BEACH STATE PARK ON THE
 DX4623'PACIFIC COAST HIGHWAY (1) ABOUT 0.4 MILE NORTHWEST OF ITS
 DX4623'INTERSECTION WITH THE END OF BROOKHURST STREET.
 DX4623'
 DX4623'TO REACH THE STATION FROM THE FOOT OF BROOKHURST STREET IN
 DX4623'SOUTHEAST HUNTINGTON BEACH, PROCEED 0.4 MILE NORTHWEST ALONG THE
 DX4623'PACIFIC COAST HIGHWAY.  THE STATION IS FOUND 150 FEET SOUTHWEST OF
 DX4623'THE SOUTHWEST EDGE OF THE HIGHWAY ON THE NORTH SIDE OF A SIX FOOT
 DX4623'STATE PARK BOUNDARY FENCE SITUATED NORTHWEST OF RESTROOM 8 AND
 DX4623'NORTHEAST OF A SNACK BAR.
 DX4623'
 DX4623'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 6-10-19
 DX4623'MAR 1974 SET IN A 12 INCH DIAMETER CONCRETE CYLINDER BURIED
 DX4623'ABOUT 6 INCHES BELOW THE TOP OF THE SAND.  THE MARK IS 4 FEET
 DX4623'NORTHEAST OF THE PARK BOUNDARY FENCE AND 4 FEET SOUTHEAST ALONG
 DX4623'THE FENCE FROM THE SOUTHEAST PEDESTRIAN GATE POST.  THE
 DX4623'UNDERGROUND MARK IS SET IN CONCRETE 3 FEET BELOW THE GROUND.
 DX4623'
 DX4623'REFERENCE MARK 1, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED 6-10-19
 DX4623'MAR 1974 RM 1 IS SET IN TOP OF THE CURB ON THE SOUTHWEST SIDE OF
 DX4623'THE PARK ROAD BETWEEN PARKING LOT 7 AND 8.
 DX4623'
 DX4623'REFERENCE MARK 2, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED 6-10-19
 DX4623'MAR 1974 RM 2, IS SET IN TOP OF THE CURB ON THE SOUTHWEST SIDE OF
 DX4623'THE PARK ROAD, BETWEEN PARKING LOT 7 AND 8.
 DX4623'
 DX4623'REFERENCE MARK 3, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED 6-10-19
 DX4623'MAR 1974 RM 3, IS SET IN THE TOP OF THE CURB ON THE SOUTHWEST
 DX4623'SIDE OF THE PARK ROAD BETWEEN PARKING LOT 7 AND 8.
 DX4623'
 DX4623'THE AZIMUTH MARK (6-10-19 AUX) IS A TEMPORARY MARK ON THE LIFE
 DX4623'GUARD TOWER AT HUNTINGTON BEACH STATE PARK.
 DX4623'
 DX4623'HEIGHT OF LIGHT ABOVE STATION MARK 1.70 METERS.
 DX4623
 DX4623                          STATION RECOVERY (1999)
 DX4623
 DX4623'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX4623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4624 ***********************************************************************
 DX4624  DESIGNATION -  6 10 19 AUX
 DX4624  PID         -  DX4624
 DX4624  STATE/COUNTY-  CA/ORANGE
 DX4624  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4624
 DX4624                         *CURRENT SURVEY CONTROL
 DX4624  ___________________________________________________________________
 DX4624* NAD 83(1992)-  33 38 22.21248(N)    117 58 27.08599(W)     ADJUSTED  
 DX4624* NAVD 88     -        11.24   (+/-2cm)      36.9    (feet)  VERTCON   
 DX4624  ___________________________________________________________________
 DX4624  EPOCH DATE  -        1991.35
 DX4624  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DX4624  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 DX4624  HORZ ORDER  -  SECOND
 DX4624  VERT ORDER  -  THIRD ? (See Below)
 DX4624
 DX4624.The horizontal coordinates were established by classical geodetic methods
 DX4624.and adjusted by the National Geodetic Survey in June 1996.
 DX4624.The horizontal coordinates are valid at the epoch date displayed above.
 DX4624.The epoch date for horizontal control is a decimal equivalence
 DX4624.of Year/Month/Day.
 DX4624
 DX4624.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4624.The vertical order pertains to the NGVD 29 superseded value.
 DX4624
 DX4624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4624
 DX4624.The geoid height was determined by GEOID03.
 DX4624
 DX4624;                    North         East     Units Scale Factor Converg.
 DX4624;SPC CA 6     -   664,665.726 1,840,053.654   MT  0.99996831   -0 56 50.9
 DX4624;SPC CA 6     - 2,180,657.47  6,036,909.36   sFT  0.99996831   -0 56 50.9
 DX4624;UTM  11      - 3,722,611.509   409,655.665   MT  0.99970062   -0 32 22.9
 DX4624
 DX4624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4624!SPC CA 6     -   1.00000379  x   0.99996831  =   0.99997210
 DX4624!UTM  11      -   1.00000379  x   0.99970062  =   0.99970441
 DX4624
 DX4624:                Primary Azimuth Mark                     Grid Az
 DX4624:SPC CA 6     -  NEWPORT BEACH RAD KOCM MAST              104 31 34.7
 DX4624:UTM  11      -  NEWPORT BEACH RAD KOCM MAST              104 07 06.7
 DX4624
 DX4624|---------------------------------------------------------------------|
 DX4624| PID    Reference Object                     Distance      Geod. Az  |
 DX4624|                                                           dddmmss.s |
 DX4624| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 3.5 KM 1033443.8 |
 DX4624| DX4623 6 10 19                             351.868 METERS 11546     |
 DX4624|---------------------------------------------------------------------|
 DX4624
 DX4624                          SUPERSEDED SURVEY CONTROL
 DX4624
 DX4624  NAD 83(1986)-  33 38 22.21415(N)    117 58 27.08516(W) AD(1984.00) 2
 DX4624  NAD 27      -  33 38 22.14555(N)    117 58 23.87744(W) AD(       ) 2
 DX4624  NGVD 29 (07/19/86)   10.55   (m)           34.6    (f) LEVELING    3  
 DX4624
 DX4624.Superseded values are not recommended for survey control.
 DX4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4624.See file dsdata.txt to determine how the superseded data were derived.
 DX4624
 DX4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0965622612(NAD 83)
 DX4624_MARKER: Z = SEE DESCRIPTION
 DX4624_SETTING: 0 = UNSPECIFIED SETTING
 DX4624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4624
 DX4624  HISTORY     - Date     Condition        Report By
 DX4624  HISTORY     - 1974     MONUMENTED       CA-059
 DX4624  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 DX4624
 DX4624                          STATION DESCRIPTION
 DX4624
 DX4624'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4624'THE STATION IS LOCATED ON THE LIFEGUARD TOWER AT THE HUNTINGTON
 DX4624'BEACH STATE PARK ON THE PACIFIC COAST HIGHWAY (1) ABOUT 0.6 MILE
 DX4624'NORTHWEST OF ITS INTERSECTION WITH THE END OF BROOKHURST STREET.
 DX4624'
 DX4624'TO REACH THE STATION FROM THE FOOT OF BROOKHURST STREET IN
 DX4624'SOUTHEAST HUNTINGTON BEACH, PROCEED 0.6 MILE NORTHWEST ALONG THE
 DX4624'PACIFIC COAST HIGHWAY (1) AND THE LIFEGUARD TOWER ON THE LEFT
 DX4624'(SOUTHWEST) SIDE.
 DX4624'
 DX4624'THE STATION MARK IS A TEMPORARY MARK ON THE LIFEGUARD TOWER
 DX4624'(AS OF 1974) WHICH MAY BE RECOVERABLE FOR PRESENT USE.
 DX4624'
 DX4624'HEIGHT OF LIGHT ABOVE STATION MARK 1.64 METERS.
 DX4624
 DX4624                          STATION RECOVERY (1999)
 DX4624
 DX4624'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX4624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4603 ***********************************************************************
 DX4603  DESIGNATION -  6 10 2
 DX4603  PID         -  DX4603
 DX4603  STATE/COUNTY-  CA/ORANGE
 DX4603  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4603
 DX4603                         *CURRENT SURVEY CONTROL
 DX4603  ___________________________________________________________________
 DX4603* NAD 83(1992)-  33 40 44.27004(N)    117 53 40.91465(W)     ADJUSTED  
 DX4603* NAVD 88     -        19.20   (+/-2cm)      63.0    (feet)  VERTCON   
 DX4603  ___________________________________________________________________
 DX4603  EPOCH DATE  -        1991.35
 DX4603  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 DX4603  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX4603  HORZ ORDER  -  SECOND
 DX4603  VERT ORDER  -  THIRD ? (See Below)
 DX4603
 DX4603.The horizontal coordinates were established by classical geodetic methods
 DX4603.and adjusted by the National Geodetic Survey in June 1996.
 DX4603.The horizontal coordinates are valid at the epoch date displayed above.
 DX4603.The epoch date for horizontal control is a decimal equivalence
 DX4603.of Year/Month/Day.
 DX4603
 DX4603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4603.The vertical order pertains to the NGVD 29 superseded value.
 DX4603
 DX4603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4603
 DX4603.The geoid height was determined by GEOID03.
 DX4603
 DX4603;                    North         East     Units Scale Factor Converg.
 DX4603;SPC CA 6     -   668,922.722 1,847,496.226   MT  0.99997221   -0 54 13.6
 DX4603;SPC CA 6     - 2,194,623.96  6,061,327.20   sFT  0.99997221   -0 54 13.6
 DX4603;UTM  11      - 3,726,920.157   417,065.700   MT  0.99968479   -0 29 46.2
 DX4603
 DX4603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4603!SPC CA 6     -   1.00000250  x   0.99997221  =   0.99997471
 DX4603!UTM  11      -   1.00000250  x   0.99968479  =   0.99968728
 DX4603
 DX4603:                Primary Azimuth Mark                     Grid Az
 DX4603:SPC CA 6     -  6 10 10                                  203 19 33.2
 DX4603:UTM  11      -  6 10 10                                  202 55 05.8
 DX4603
 DX4603|---------------------------------------------------------------------|
 DX4603| PID    Reference Object                     Distance      Geod. Az  |
 DX4603|                                                           dddmmss.s |
 DX4603| DX4605 6 10 10                             APPROX. 2.0 KM 2022519.6 |
 DX4603|---------------------------------------------------------------------|
 DX4603
 DX4603                          SUPERSEDED SURVEY CONTROL
 DX4603
 DX4603  NAD 83(1986)-  33 40 44.27106(N)    117 53 40.91488(W) AD(1984.00) 2
 DX4603  NAD 27      -  33 40 44.20370(N)    117 53 37.71290(W) AD(       ) 2
 DX4603  NGVD 29 (07/19/86)   18.50   (m)           60.7    (f) LEVELING    3  
 DX4603
 DX4603.Superseded values are not recommended for survey control.
 DX4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4603.See file dsdata.txt to determine how the superseded data were derived.
 DX4603
 DX4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1706626920(NAD 83)
 DX4603_MARKER: Z = SEE DESCRIPTION
 DX4603_SETTING: 0 = UNSPECIFIED SETTING
 DX4603
 DX4603  HISTORY     - Date     Condition        Report By
 DX4603  HISTORY     - 1974     MONUMENTED       CA-059
 DX4603  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DX4603  HISTORY     - 1982     GOOD             NGS
 DX4603
 DX4603                          STATION DESCRIPTION
 DX4603
 DX4603'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4603'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTH OF THE SAN DIEGO
 DX4603'FREEWAY (405), 1.3 MILES NORTH-NORTHEAST OF THE COSTA MESA CIVIC
 DX4603'CENTER AND SOUTHWEST OF THE PROPOSED CORONA DEL MAR FREEWAY.
 DX4603'
 DX4603'TO REACH THE STATION FROM THE INTERSECTION OF BRISTOL STREET
 DX4603'AND BAKER STREET, DRIVE 0.4 MILE WEST TO BEAR STREET, TURN LEFT
 DX4603'(SOUTH) TO ENTER THE NEWPORT MESA UNIFIED SCHOOL DISTRICT OFFICES
 DX4603'AND WAREHOUSE COMPLEX.  PASS THROUGH THE SECOND WIRE GATE TO THE
 DX4603'PARKING LOT AND STATION ATOP THE TELEVISION STUDIO ON THE WEST
 DX4603'SIDE OF ENTRY DRIVE.  ENTER THE DOOR TO THE EAST OF THE DOUBLE
 DX4603'DOORS ON THE SOUTH SIDE, FOLLOW THE NORTH-SOUTH HALLWAY TO THE
 DX4603'EAST-WEST HALLWAY LEADING TO THE MENS RESTROOM WHERE AN
 DX4603'ATTACHED LADDER RISES TO THE FIRST ROOF LEVEL.  CLIMB THE
 DX4603'ATTACHED LADDER IN THE NORTHWEST PART OF THE BUILDING TO THE
 DX4603'SECOND FLOOR LEVEL AND STATION LOCATION.  MR. JAMES HEISTAND, 923
 DX4603'BAKER STREET, PHONE NUMBER (714) 557-6631, SHOULD BE NOTIFIED
 DX4603'AND HE WILL FURNISH KEY TO ROOF HATCH.
 DX4603'
 DX4603'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4603'6-10-2 FEB 1974 EPOXIED TO THE ROOF 3 FEET SOUTH OF THE NORTH
 DX4603'PARAPET WALL AND 15.3 FEET EAST OF THE WEST WALL.
 DX4603'
 DX4603'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4603'6-10-2 FEB 1974 RM 1, IS EPOXIED TO THE ROOF ABOUT 5.66 FEET BELOW
 DX4603'THE STATION MARK.  THE MARK IS 7.5 FEET SOUTHWEST OF THE NORTHEAST
 DX4603'CORNER (OUTSIDE) OF THE BUILDING AND TWO FEET SOUTH-SOUTHEAST OF A
 DX4603'ROOF DOWN DRAIN.
 DX4603'
 DX4603'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 6-10-2
 DX4603'FEB 1974 RM 2, IS EPOXIED TO THE ROOF ABOUT 5.71 FEET BELOW THE
 DX4603'STATION MARK.  THE MARK IS 10 FEET EAST OF A ROOF DOWN DRAIN IN THE
 DX4603'NORTHWEST CORNER OF ROOF AND 5 FEET SOUTH OF THE TOP OUTSIDE OF
 DX4603'THE PARAPET WALL.
 DX4603'
 DX4603'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
 DX4603
 DX4603                          STATION RECOVERY (1975)
 DX4603
 DX4603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 DX4603'THE STATION WAS RECOVERED AS DESCRIBED IN QUADRANGLE 331174, IN
 DX4603'GOOD CONDITION.
 DX4603'
 DX4603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4603'1 MILE NNE OF COSTA MESA.
 DX4603
 DX4603                          STATION RECOVERY (1982)
 DX4603
 DX4603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (PMC)
 DX4603'THE STATION AND RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 DX4603'DESCRIBED.
 DX4603'
 DX4603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NNE OF COSTA
 DX4603'MESA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4621 ***********************************************************************
 DX4621  DESIGNATION -  6 10 6
 DX4621  PID         -  DX4621
 DX4621  STATE/COUNTY-  CA/ORANGE
 DX4621  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4621
 DX4621                         *CURRENT SURVEY CONTROL
 DX4621  ___________________________________________________________________
 DX4621* NAD 83(1992)-  33 41 07.42880(N)    117 57 46.92529(W)     ADJUSTED  
 DX4621* NAVD 88     -        10.86   (+/-2cm)      35.6    (feet)  VERTCON   
 DX4621  ___________________________________________________________________
 DX4621  EPOCH DATE  -        1991.35
 DX4621  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 DX4621  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DX4621  HORZ ORDER  -  SECOND
 DX4621  VERT ORDER  -  THIRD ? (See Below)
 DX4621
 DX4621.The horizontal coordinates were established by classical geodetic methods
 DX4621.and adjusted by the National Geodetic Survey in June 1996.
 DX4621.The horizontal coordinates are valid at the epoch date displayed above.
 DX4621.The epoch date for horizontal control is a decimal equivalence
 DX4621.of Year/Month/Day.
 DX4621
 DX4621.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4621.The vertical order pertains to the NGVD 29 superseded value.
 DX4621
 DX4621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4621
 DX4621.The geoid height was determined by GEOID03.
 DX4621
 DX4621;                    North         East     Units Scale Factor Converg.
 DX4621;SPC CA 6     -   669,738.160 1,841,172.061   MT  0.99997289   -0 56 28.8
 DX4621;SPC CA 6     - 2,197,299.28  6,040,578.67   sFT  0.99997289   -0 56 28.8
 DX4621;UTM  11      - 3,727,690.391   410,737.677   MT  0.99969823   -0 32 03.0
 DX4621
 DX4621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4621!SPC CA 6     -   1.00000384  x   0.99997289  =   0.99997673
 DX4621!UTM  11      -   1.00000384  x   0.99969823  =   0.99970207
 DX4621
 DX4621:                Primary Azimuth Mark                     Grid Az
 DX4621:SPC CA 6     -  NEWPORT BEACH RAD KOCM MAST              159 19 23.5
 DX4621:UTM  11      -  NEWPORT BEACH RAD KOCM MAST              158 54 57.7
 DX4621
 DX4621|---------------------------------------------------------------------|
 DX4621| PID    Reference Object                     Distance      Geod. Az  |
 DX4621|                                                           dddmmss.s |
 DX4621| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 6.4 KM 1582254.7 |
 DX4621| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 3.8 KM 2555525.4 |
 DX4621| CC3156 6 10 6 RM 2                           9.744 METERS 26937     |
 DX4621| CC3155 6 10 6 RM 1                          11.844 METERS 35947     |
 DX4621|---------------------------------------------------------------------|
 DX4621
 DX4621                          SUPERSEDED SURVEY CONTROL
 DX4621
 DX4621  NAD 83(1986)-  33 41 07.43027(N)    117 57 46.92399(W) AD(1984.00) 2
 DX4621  NAD 27      -  33 41 07.36490(N)    117 57 43.71520(W) AD(       ) 2
 DX4621  NGVD 29 (07/19/86)   10.18   (m)           33.4    (f) LEVELING    3  
 DX4621
 DX4621.Superseded values are not recommended for survey control.
 DX4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4621.See file dsdata.txt to determine how the superseded data were derived.
 DX4621
 DX4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1073827690(NAD 83)
 DX4621_MARKER: Z = SEE DESCRIPTION
 DX4621_SETTING: 0 = UNSPECIFIED SETTING
 DX4621
 DX4621  HISTORY     - Date     Condition        Report By
 DX4621  HISTORY     - 1974     MONUMENTED       CA-059
 DX4621
 DX4621                          STATION DESCRIPTION
 DX4621
 DX4621'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4621'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST-NORTHEAST OF THE
 DX4621'HUNTINGTON BEACH CIVIC CENTER AND 1-1/2 MILES SOUTHWEST OF THE
 DX4621'SAN DIEGO FREEWAY.
 DX4621'
 DX4621'TO REACH THE STATION FROM THE INTERSECTION OF BUSHARD STREET AND
 DX4621'GARFIELD AVENUE BETWEEN FOUNTAIN VALLEY AND HUNTINGTON BEACH,
 DX4621'TRAVEL 0.15 MILE SOUTH TO 19111 BUSHARD STREET TO PARK AT THE
 DX4621'SOUTHEAST CORNER OF THE GENERAL TELEPHONE BUILDING.  USE THE
 DX4621'PHONE AT THE DOOR TO GAIN ENTRANCE, THEN FOLLOW THE CORRIDOR
 DX4621'WEST TO THE APPROXIMATE CENTER OF THE BUILDING AND A DOOR ON
 DX4621'THE LEFT LABELED DIESEL ROOM.  ENTER AND CLIMB ATTACHED LADDER
 DX4621'TO THE SECOND STORY AND EXIT TO THE MAIN ROOF USING THE DOOR
 DX4621'ON THE EAST SIDE OF THE ROOM.  TURN LEFT AND FOLLOW THE
 DX4621'BOARDWALK TO THE STATION.  NOTIFY BILL WALLACE, SUPERINTENDENT,
 DX4621'PHONE (714) 842-3311, STATION 293, PRIOR TO OCCUPATION.
 DX4621'
 DX4621'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED
 DX4621'6-10-6 MAR 1974 EPOXIED TO THE ROOF 20 FEET NORTH OF THE NORTHEAST
 DX4621'CORNER OF THE SOUTH MACHINERY ROOM AND ON THE WEST EDGE OF A
 DX4621'2-1/2 FOOT WIDE WOODEN WALKWAY.
 DX4621'
 DX4621'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4621'6-10-6 MAR 1974, IS EPOXIED TO THE ROOF 0.1 FOOT HIGHER THAN
 DX4621'STATION MARK.  THE MARK IS 36.4 FEET SOUTH OF THE NORTH EDGE OF
 DX4621'ROOF AND 4.8 FEET EAST OF THE SOUTHEAST CORNER OF THE MOST
 DX4621'NORTHERLY MECHANICAL EQUIPMENT ROOM.
 DX4621'
 DX4621'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4621'6-10-6 MAR 1974, IS EPOXIED TO THE ROOF 0.03 FEET HIGHER THAN THE
 DX4621'STATION MARK.  THE MARK IS 51.6 FEET EAST OF THE WEST EDGE OF THE
 DX4621'ROOF AND 20.5 FEET NORTH OF THE NORTHWEST CORNER OF THE MOST
 DX4621'SOUTHERLY MECHANICAL EQUIPMENT ROOM.
 DX4621'
 DX4621'HEIGHT OF LIGHT ABOVE STATION MARK 1.64 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4618 ***********************************************************************
 DX4618  DESIGNATION -  6 10 8
 DX4618  PID         -  DX4618
 DX4618  STATE/COUNTY-  CA/ORANGE
 DX4618  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4618
 DX4618                         *CURRENT SURVEY CONTROL
 DX4618  ___________________________________________________________________
 DX4618* NAD 83(1992)-  33 40 19.31293(N)    117 57 11.76910(W)     ADJUSTED  
 DX4618* NAVD 88     -        12.44   (+/-2cm)      40.8    (feet)  VERTCON   
 DX4618  ___________________________________________________________________
 DX4618  EPOCH DATE  -        1991.35
 DX4618  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 DX4618  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DX4618  HORZ ORDER  -  SECOND
 DX4618  VERT ORDER  -  THIRD ? (See Below)
 DX4618
 DX4618.The horizontal coordinates were established by classical geodetic methods
 DX4618.and adjusted by the National Geodetic Survey in June 1996.
 DX4618.The horizontal coordinates are valid at the epoch date displayed above.
 DX4618.The epoch date for horizontal control is a decimal equivalence
 DX4618.of Year/Month/Day.
 DX4618
 DX4618.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4618.The vertical order pertains to the NGVD 29 superseded value.
 DX4618
 DX4618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4618
 DX4618.The geoid height was determined by GEOID03.
 DX4618
 DX4618;                    North         East     Units Scale Factor Converg.
 DX4618;SPC CA 6     -   668,241.108 1,842,053.206   MT  0.99997149   -0 56 09.5
 DX4618;SPC CA 6     - 2,192,387.70  6,043,469.56   sFT  0.99997149   -0 56 09.5
 DX4618;UTM  11      - 3,726,200.050   411,629.196   MT  0.99969627   -0 31 42.8
 DX4618
 DX4618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4618!SPC CA 6     -   1.00000359  x   0.99997149  =   0.99997508
 DX4618!UTM  11      -   1.00000359  x   0.99969627  =   0.99969986
 DX4618
 DX4618|---------------------------------------------------------------------|
 DX4618| PID    Reference Object                     Distance      Geod. Az  |
 DX4618|                                                           dddmmss.s |
 DX4618| CC3157 6 10 8 RM 1                           8.404 METERS 04410     |
 DX4618| CC3158 6 10 8 RM 2                           9.254 METERS 09442     |
 DX4618| DX4615 6 10 9                              APPROX. 2.5 KM 1264422.8 |
 DX4618| CC3159 6 10 8 RM 3                          13.376 METERS 13445     |
 DX4618| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 4.7 KM 1620202.7 |
 DX4618| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 4.6 KM 2770551.2 |
 DX4618|---------------------------------------------------------------------|
 DX4618
 DX4618                          SUPERSEDED SURVEY CONTROL
 DX4618
 DX4618  NAD 83(1986)-  33 40 19.31421(N)    117 57 11.76790(W) AD(1984.00) 2
 DX4618  NAD 27      -  33 40 19.24750(N)    117 57 08.56070(W) AD(       ) 2
 DX4618  NGVD 29 (07/19/86)   11.75   (m)           38.5    (f) LEVELING    3  
 DX4618
 DX4618.Superseded values are not recommended for survey control.
 DX4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4618.See file dsdata.txt to determine how the superseded data were derived.
 DX4618
 DX4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1162926200(NAD 83)
 DX4618_MARKER: Z = SEE DESCRIPTION
 DX4618_SETTING: 0 = UNSPECIFIED SETTING
 DX4618
 DX4618  HISTORY     - Date     Condition        Report By
 DX4618  HISTORY     - 1974     MONUMENTED       CA-059
 DX4618
 DX4618                          STATION DESCRIPTION
 DX4618
 DX4618'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4618'THE STATION IS LOCATED ABOUT 3 MILES EAST OF HUNTINGTON BEACH
 DX4618'CIVIC CENTER AND TWO MILES SOUTHWEST OF THE SAN DIEGO FREEWAY
 DX4618'CROSSING OF THE SANTA ANA RIVER.
 DX4618'
 DX4618'TO REACH THE STATION FROM THE INTERSECTION OF BROOKHURST STREET
 DX4618'AND ADAMS AVENUE, ENTER THE PARKING LOT ON EAST SIDE OF DOWNEY
 DX4618'SAVINGS AND LOAN BUILDING LOCATED ON THE SOUTHEAST CORNER OF
 DX4618'INTERSECTION.  ENTER BUILDING AT ENTRANCE ON SOUTH SIDE OF
 DX4618'BUILDING, GO UP THE STAIRS ON THE RIGHT, THEN LEFT ALONG AN
 DX4618'EAST-WEST HALLWAY TO A ROOM.  CLIMB THE ATTACHED LADDER TO A
 DX4618'TRAP DOOR AND THE STATION ON THE ROOF.  NOTIFY BRANCH MANAGER,
 DX4618'MR. WENDELL RUPPE, PHONE NUMBER (714) 962-2407 DURING BANK
 DX4618'HOURS OF ANY OCCUPATION.  NOTIFY THE HUNTINGTON BEACH POLICE AFTER
 DX4618'BANK HOURS FOR SECURITY REASONS.
 DX4618'
 DX4618'THE STATION MARK IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 6-10-8
 DX4618'MAR 1974 EPOXIED TO THE ROOF 25 FEET SOUTH AND 36 FEET WEST OF THE
 DX4618'NORTHEAST CORNER OF THE BUILDING.
 DX4618'
 DX4618'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4618'6-10-8 1974, IS EPOXIED TO THE ROOF 15.8 FEET SOUTHWEST OF THE
 DX4618'INSIDE NORTHEAST CORNER, 15.3 FEET WEST OF INSIDE EAST WALL AND 4.2
 DX4618'FEET SOUTH OF INSIDE NORTH WALL.
 DX4618'
 DX4618'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4618'6-10-8 1974, IS EPOXIED TO THE ROOF 27.0 FEET SOUTHWEST OF THE
 DX4618'INSIDE NORTHEAST CORNER, 26.7 FEET SOUTH OF THE INSIDE NORTH WALL,
 DX4618'4.5 FEET WEST OF THE INSIDE EAST WALL AND 24.9 FEET SOUTHEAST OF
 DX4618'RM 1.
 DX4618'
 DX4618'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4618'6-10-8 1974, IS EPOXIED TO THE ROOF 21.3 FEET NORTH OF INSIDE
 DX4618'SOUTH WALL, 28.6 FEET SOUTH OF RM 2 AND 3.8 FEET WEST OF EAST WALL.
 DX4618'
 DX4618'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4615 ***********************************************************************
 DX4615  DESIGNATION -  6 10 9
 DX4615  PID         -  DX4615
 DX4615  STATE/COUNTY-  CA/ORANGE
 DX4615  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4615
 DX4615                         *CURRENT SURVEY CONTROL
 DX4615  ___________________________________________________________________
 DX4615* NAD 83(1992)-  33 39 29.91849(N)    117 55 52.65018(W)     ADJUSTED  
 DX4615* NAVD 88     -        39.07   (+/-2cm)     128.2    (feet)  VERTCON   
 DX4615  ___________________________________________________________________
 DX4615  EPOCH DATE  -        1991.35
 DX4615  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DX4615  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DX4615  HORZ ORDER  -  SECOND
 DX4615  VERT ORDER  -  THIRD ? (See Below)
 DX4615
 DX4615.The horizontal coordinates were established by classical geodetic methods
 DX4615.and adjusted by the National Geodetic Survey in June 1996.
 DX4615.The horizontal coordinates are valid at the epoch date displayed above.
 DX4615.The epoch date for horizontal control is a decimal equivalence
 DX4615.of Year/Month/Day.
 DX4615
 DX4615.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4615.The vertical order pertains to the NGVD 29 superseded value.
 DX4615
 DX4615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4615
 DX4615.The geoid height was determined by GEOID03.
 DX4615
 DX4615;                    North         East     Units Scale Factor Converg.
 DX4615;SPC CA 6     -   666,686.425 1,844,066.496   MT  0.99997011   -0 55 26.0
 DX4615;SPC CA 6     - 2,187,287.05  6,050,074.83   sFT  0.99997011   -0 55 26.0
 DX4615;UTM  11      - 3,724,660.153   413,652.933   MT  0.99969192   -0 30 58.3
 DX4615
 DX4615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4615!SPC CA 6     -   0.99999940  x   0.99997011  =   0.99996951
 DX4615!UTM  11      -   0.99999940  x   0.99969192  =   0.99969132
 DX4615
 DX4615|---------------------------------------------------------------------|
 DX4615| PID    Reference Object                     Distance      Geod. Az  |
 DX4615|                                                           dddmmss.s |
 DX4615| CC3160 6 10 9 RM 1                           3.171 METERS 17650     |
 DX4615| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 3.0 KM 1914612.9 |
 DX4615| CC3161 6 10 9 RM 2                           3.053 METERS 27220     |
 DX4615| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 6.9 KM 2873515.6 |
 DX4615|---------------------------------------------------------------------|
 DX4615
 DX4615                          SUPERSEDED SURVEY CONTROL
 DX4615
 DX4615  NAD 83(1986)-  33 39 29.92025(N)    117 55 52.65068(W) AD(1984.00) 2
 DX4615  NAD 27      -  33 39 29.85160(N)    117 55 49.44560(W) AD(       ) 2
 DX4615  NGVD 29 (07/19/86)   38.37   (m)          125.9    (f) LEVELING    3  
 DX4615
 DX4615.Superseded values are not recommended for survey control.
 DX4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4615.See file dsdata.txt to determine how the superseded data were derived.
 DX4615
 DX4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1365324660(NAD 83)
 DX4615_MARKER: Z = SEE DESCRIPTION
 DX4615_SETTING: 0 = UNSPECIFIED SETTING
 DX4615
 DX4615  HISTORY     - Date     Condition        Report By
 DX4615  HISTORY     - 1974     MONUMENTED       CA-059
 DX4615
 DX4615                          STATION DESCRIPTION
 DX4615
 DX4615'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4615'THE STATION IS LOCATED ON THE ROOF OF THE COSTA MESA FIRE STATION
 DX4615'ABOUT TWO MILES WEST-SOUTHWEST OF THE COSTA MESA CIVIC CENTER AND
 DX4615'3/4 MILE WEST OF HARBOR PLAZA.
 DX4615'
 DX4615'TO REACH THE STATION, TRAVEL 0.2 MILE NORTH ALONG PLACENTIA
 DX4615'AVENUE FROM WILSON STREET TO THE COSTA MESA FIRE STATION.  STATION
 DX4615'IS LOCATED ON NORTHEAST CORNER OF THE 5-STORY DRILL TOWER SITUATED
 DX4615'EAST OF THE FIRE STATION.  THE FIREMEN WILL UNLOCK THE DOOR.
 DX4615'FOLLOW STAIRS TO TOP OF TOWER.  JOHN MARSHALL, FIRE CHIEF, GAVE
 DX4615'PERMISSION TO SET MARK AND BEFORE OCCUPATION OF STATION
 DX4615'PHONE (714) 556-5229 FOR CLEARANCE.
 DX4615'
 DX4615'THE STATION IS A 3-3/4 INCH OCS ALUMINUM DISK STAMPED 6-10-9 FEB
 DX4615'1974, EPOXIED TO THE ROOF OF THE DRILL TOWER ABOUT 5.0 FEET SOUTH
 DX4615'OF THE NORTH PARAPET WALL AND 5.0 FEET WEST OF THE EAST PARAPET
 DX4615'WALL.
 DX4615'
 DX4615'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4615'6-10-9 FEB 1974, IS EPOXIED TO THE CONCRETE ROOF DECK 0.11 FEET
 DX4615'ABOVE THE LEVEL OF THE STATION MARK.  THE MARK IS 2.4 FEET WEST OF
 DX4615'THE WEST EDGE OF THE EAST WALL AND 2.4 FEET NORTH OF THE NORTH
 DX4615'EDGE OF THE SOUTH WALL.
 DX4615'
 DX4615'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4615'6-10-9 FEB 1974, IS EPOXIED TO THE CONCRETE ROOF DECK 0.11 FEET
 DX4615'ABOVE THE LEVEL OF THE STATION MARK.  THE MARK IS 2.5 FEET EAST OF
 DX4615'THE EAST EDGE OF THE WEST WALL AND 2.1 FEET SOUTH OF THE SOUTH
 DX4615'EDGE OF THE NORTH WALL.
 DX4615'
 DX4615'A CHISELED CROSS WAS SET ON A STEEL TIE-DOWN 5.17 FEET SOUTH OF
 DX4615'THE STATION MARK.  ANOTHER CHISELED CROSS WAS SET ON A STEEL
 DX4615'TIE-DOWN 4.90 FEET WEST OF THE STATION MARK.
 DX4615'
 DX4615'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4628 ***********************************************************************
 DX4628  DESIGNATION -  6 11 13
 DX4628  PID         -  DX4628
 DX4628  STATE/COUNTY-  CA/ORANGE
 DX4628  USGS QUAD   -  NEWPORT BEACH (1981)
 DX4628
 DX4628                         *CURRENT SURVEY CONTROL
 DX4628  ___________________________________________________________________
 DX4628* NAD 83(1992)-  33 38 52.96460(N)    117 59 17.11869(W)     ADJUSTED  
 DX4628* NAVD 88     -         4.49   (+/-2cm)      14.7    (feet)  VERTCON   
 DX4628  ___________________________________________________________________
 DX4628  EPOCH DATE  -        1991.35
 DX4628  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DX4628  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DX4628  HORZ ORDER  -  SECOND
 DX4628  VERT ORDER  -  THIRD ? (See Below)
 DX4628
 DX4628.The horizontal coordinates were established by classical geodetic methods
 DX4628.and adjusted by the National Geodetic Survey in June 1996.
 DX4628.The horizontal coordinates are valid at the epoch date displayed above.
 DX4628.The epoch date for horizontal control is a decimal equivalence
 DX4628.of Year/Month/Day.
 DX4628
 DX4628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4628.The vertical order pertains to the NGVD 29 superseded value.
 DX4628
 DX4628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4628
 DX4628.The geoid height was determined by GEOID03.
 DX4628
 DX4628;                    North         East     Units Scale Factor Converg.
 DX4628;SPC CA 6     -   665,634.443 1,838,780.306   MT  0.99996912   -0 57 18.4
 DX4628;SPC CA 6     - 2,183,835.67  6,032,731.72   sFT  0.99996912   -0 57 18.4
 DX4628;UTM  11      - 3,723,570.885   408,375.798   MT  0.99970349   -0 32 51.1
 DX4628
 DX4628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4628!SPC CA 6     -   1.00000485  x   0.99996912  =   0.99997397
 DX4628!UTM  11      -   1.00000485  x   0.99970349  =   0.99970834
 DX4628
 DX4628:                Primary Azimuth Mark                     Grid Az
 DX4628:SPC CA 6     -  NEWPORT BEACH RAD KOCM MAST              111 38 58.4
 DX4628:UTM  11      -  NEWPORT BEACH RAD KOCM MAST              111 14 31.1
 DX4628
 DX4628|---------------------------------------------------------------------|
 DX4628| PID    Reference Object                     Distance      Geod. Az  |
 DX4628|                                                           dddmmss.s |
 DX4628| DX4637 NEWPORT BEACH RAD KOCM MAST         APPROX. 5.0 KM 1104140.0 |
 DX4628| CC3162 6 11 13 RM 1                         21.679 METERS 13953     |
 DX4628| CC3163 6 11 13 RM 2                         29.492 METERS 17244     |
 DX4628| CC3164 6 11 13 RM 3                          7.867 METERS 23439     |
 DX4628|---------------------------------------------------------------------|
 DX4628
 DX4628                          SUPERSEDED SURVEY CONTROL
 DX4628
 DX4628  NAD 83(1986)-  33 38 52.96658(N)    117 59 17.11660(W) AD(1984.00) 2
 DX4628  NAD 27      -  33 38 52.89880(N)    117 59 13.90710(W) AD(       ) 2
 DX4628  NGVD 29 (07/19/86)    3.80   (m)           12.5    (f) LEVELING    3  
 DX4628
 DX4628.Superseded values are not recommended for survey control.
 DX4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4628.See file dsdata.txt to determine how the superseded data were derived.
 DX4628
 DX4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0837623571(NAD 83)
 DX4628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DX4628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX4628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DX4628
 DX4628  HISTORY     - Date     Condition        Report By
 DX4628  HISTORY     - 1974     MONUMENTED       CA-059
 DX4628  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 DX4628
 DX4628                          STATION DESCRIPTION
 DX4628
 DX4628'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DX4628'THE STATION IS LOCATED AT THE ENTRANCE ROAD TO HUNTINGTON BEACH
 DX4628'STATE PARK IN THE SOUTHEAST CORNER OF THE INTERSECTION OF BEACH
 DX4628'BOULEVARD AND PACIFIC COAST HIGHWAY.
 DX4628'
 DX4628'TO REACH THE STATION FROM THE INTERSECTION OF BEACH BOULEVARD (39)
 DX4628'AND PACIFIC COAST HIGHWAY (1), ENTER THE ROAD LEADING TO THE STATE
 DX4628'PARK TO FIND STATION ON SOUTHWEST SIDE OF A ROADSIDE STAND IN THE
 DX4628'SOUTHEAST CORNER OF THE INTERSECTION.
 DX4628'
 DX4628'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DX4628'6-11-13 MARCH 1974.  THE SURFACE DISK IS SET IN TOP OF A 12 INCH
 DX4628'DIAMETER CONCRETE CYLINDER THAT IS BURIED TWO INCHES BELOW THE
 DX4628'GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN THE TOP OF A
 DX4628'CONCRETE BLOCK ABOUT 3 FEET BELOW THE GROUND SURFACE.  THE MARK
 DX4628'IS 26 FEET EAST OF THE EAST CURB OF THE ENTRANCE ROAD TO
 DX4628'HUNTINGTON BEACH STATE PARK, 27 FEET SOUTH OF THE WEST CORNER
 DX4628'OF A CHAIN LINK FENCE AT THE BACK OF A ROADSIDE STAND, AND 18
 DX4628'FEET NORTH-NORTHEAST OF A DOUBLE ARM POWER POLE.
 DX4628'
 DX4628'REFERENCE MARK 1, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DX4628'6-11-13 MARCH 1974, IS SET IN TOP OF A 12 INCH DIAMETER CYLINDER
 DX4628'OF CONCRETE FLUSH WITH THE GROUND.  THE MARK IS 0.35 FEET BELOW THE
 DX4628'STATION MARK LEVEL, 57.7 FEET NORTH OF NORTH GATE POST TO PARK,
 DX4628'2.5 FEET SOUTHWEST OF NORTHWEST CORNER OF STATE BEACH PARK CHAIN
 DX4628'LINK FENCE AND 5 FEET WEST-NORTHWEST OF POWER POLE.
 DX4628'
 DX4628'REFERENCE MARK 2, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DX4628'6-11-13 MARCH 1974, IS SET IN TOP OF A 12 INCH DIAMETER CYLINDER
 DX4628'OF CONCRETE FLUSH WITH GROUND.  THE MARK IS 0.35 FEET ABOVE THE
 DX4628'STATION MARK LEVEL, 53.3 FEET SOUTH OF RM 1, 5.5 FEET NORTHWEST OF
 DX4628'THE NORTH GATE POST, 3.2 FEET WEST OF A CHAIN LINK FENCE, 3.3
 DX4628'FEET NORTH OF THE NORTH CURB AND 0.1 FEET BELOW TOP OF CURB.
 DX4628'
 DX4628'REFERENCE MARK 3, A 3-3/4 INCH OCS ALUMINUM DISK STAMPED RM 3
 DX4628'6-11-13 MARCH 1974, IS SET IN TOP OF A 12 INCH DIAMETER CONCRETE
 DX4628'CYLINDER FLUSH WITH THE GROUND.  THE MARK IS 0.03 FEET HIGHER THAN
 DX4628'THE STATION LEVEL, 12.5 FEET WEST-SOUTHWEST OF A POWER POLE, 8.0
 DX4628'FEET SOUTH OF GUY WIRE, 2.5 FEET EAST OF THE EAST FACE OF CURB
 DX4628'AND ONE FOOT BELOW TOP CURB.
 DX4628'
 DX4628'HEIGHT OF LIGHT ABOVE STATION MARK 0.97 METER.
 DX4628
 DX4628                          STATION RECOVERY (1999)
 DX4628
 DX4628'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX4628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2641 ***********************************************************************
 DY2641  DESIGNATION -  6 11 4
 DY2641  PID         -  DY2641
 DY2641  STATE/COUNTY-  CA/ORANGE
 DY2641  USGS QUAD   -  SEAL BEACH (1981)
 DY2641
 DY2641                         *CURRENT SURVEY CONTROL
 DY2641  ___________________________________________________________________
 DY2641* NAD 83(1992)-  33 40 52.83308(N)    118 01 59.15666(W)     ADJUSTED  
 DY2641* NAVD 88     -        11.75   (+/-2cm)      38.5    (feet)  VERTCON   
 DY2641  ___________________________________________________________________
 DY2641  EPOCH DATE  -        1991.35
 DY2641  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DY2641  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY2641  HORZ ORDER  -  SECOND
 DY2641  VERT ORDER  -  THIRD ? (See Below)
 DY2641
 DY2641.The horizontal coordinates were established by classical geodetic methods
 DY2641.and adjusted by the National Geodetic Survey in June 1996.
 DY2641.The horizontal coordinates are valid at the epoch date displayed above.
 DY2641.The epoch date for horizontal control is a decimal equivalence
 DY2641.of Year/Month/Day.
 DY2641
 DY2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY2641.The vertical order pertains to the NGVD 29 superseded value.
 DY2641
 DY2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY2641
 DY2641.The geoid height was determined by GEOID03.
 DY2641
 DY2641;                    North         East     Units Scale Factor Converg.
 DY2641;SPC CA 6     -   669,397.453 1,834,668.823   MT  0.99997246   -0 58 47.4
 DY2641;SPC CA 6     - 2,196,181.48  6,019,242.63   sFT  0.99997246   -0 58 47.4
 DY2641;UTM  11      - 3,727,303.597   404,238.760   MT  0.99971305   -0 34 22.7
 DY2641
 DY2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY2641!SPC CA 6     -   1.00000373  x   0.99997246  =   0.99997619
 DY2641!UTM  11      -   1.00000373  x   0.99971305  =   0.99971678
 DY2641
 DY2641|---------------------------------------------------------------------|
 DY2641| PID    Reference Object                     Distance      Geod. Az  |
 DY2641|                                                           dddmmss.s |
 DY2641| CB9527 6 11 4 RM 1                          10.651 METERS 04810     |
 DY2641| DY2610 HUNTINGTON BEACH SPIRE              APPROX. 2.9 KM 0991758.2 |
 DY2641| CB9528 6 11 4 RM 2                          11.371 METERS 15227     |
 DY2641| DY2611 SUNSET BEACH ABAN MILITARY TK       APPROX. 3.2 KM 3462950.1 |
 DY2641|---------------------------------------------------------------------|
 DY2641
 DY2641                          SUPERSEDED SURVEY CONTROL
 DY2641
 DY2641  NAD 83(1986)-  33 40 52.83356(N)    118 01 59.15555(W) AD(1984.00) 2
 DY2641  NAD 83(1986)-  33 40 52.83508(N)    118 01 59.15288(W) AD(1984.00) 2
 DY2641  NAD 27      -  33 40 52.77140(N)    118 01 55.93830(W) AD(       ) 2
 DY2641  NGVD 29 (07/19/86)   11.07   (m)           36.3    (f) LEVELING    3  
 DY2641
 DY2641.Superseded values are not recommended for survey control.
 DY2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2641.See file dsdata.txt to determine how the superseded data were derived.
 DY2641
 DY2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT0423927304(NAD 83)
 DY2641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DY2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DY2641
 DY2641  HISTORY     - Date     Condition        Report By
 DY2641  HISTORY     - 1974     MONUMENTED       CA-059
 DY2641
 DY2641                          STATION DESCRIPTION
 DY2641
 DY2641'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 (JLS)
 DY2641'THE STATION IS LOCATED IN HUNTINGTON BEACH ON TOP OF A BLUFF ON
 DY2641'SIGNAL OIL FIELD PROPERTY ALONG THE NORTHEAST SIDE OF THE PACIFIC
 DY2641'COAST HIGHWAY ABOUT ONE MILE NORTHWEST OF ITS INTERSECTION WITH
 DY2641'THE END OF GOLDEN WEST STREET.
 DY2641'
 DY2641'TO REACH THE STATION FROM THE JUNCTION OF GOLDEN WEST STREET WITH
 DY2641'THE PACIFIC COAST HIGHWAY (1), TRAVEL 0.5 MILE NORTHWEST AND ENTER
 DY2641'THE SIGNAL OIL PROPERTY ON THE RIGHT (NORTHEAST) SIDE, PASS THROUGH
 DY2641'GATE AND CONTINUE ABOUT 200 FEET, TURN LEFT AND FOLLOW DIRT-OIL
 DY2641'ROAD FOR 0.7 MILE NORTHWEST TO THE TOP OF A BLUFF.  FOLLOW THE
 DY2641'BLUFF ABOUT 110 FEET TO THE STATION SITE.  AL PASCOPE WAS
 DY2641'CONTACTED (PHONE (714) 536-6521) FOR PERMISSION TO SET THE MARK.
 DY2641'ALSO, STOP AT THE MAIN OFFICE WHICH IS NORTHEAST OF THE
 DY2641'PACIFIC COAST HIGHWAY ENTRANCE TO INFORM JAN WAGGONER OF YOUR
 DY2641'PRESENCE.
 DY2641'
 DY2641'THE STATION MARKS ARE 3-3/4 INCH OCS ALUMINUM DISKS STAMPED
 DY2641'6-11-4 MARCH 1974.  THE SURFACE DISK IS SET IN A 12-INCH DIAMETER
 DY2641'CONCRETE CYLINDER FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DY2641'MARK IS SET IN TOP OF A CONCRETE BLOCK ABOUT 3 FEET BELOW THE
 DY2641'GROUND SURFACE.  THE MARK IS LOCATED 50 FEET NORTHWEST OF OIL
 DY2641'WELL B-23 AND 6 FEET NORTHEAST OF A GUY CABLE ANCHOR.
 DY2641'
 DY2641'REFERENCE MARK 1, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED RM 1
 DY2641'6-11-4 MAR 1974, IS SET TWO FEET NORTHEAST OF THE SOUTHWEST CORNER
 DY2641'OF AN OIL WELL CONCRETE PAD ABOUT 0.26 FEET BELOW THE LEVEL OF
 DY2641'STATION MARK.  THE MARK IS 19.7 FEET WEST OF THE CENTER OF THE
 DY2641'WELL AND 3 FEET NORTHEAST OF POINT WHERE A 4-INCH OIL LINE ENTERS
 DY2641'THE GROUND.
 DY2641'
 DY2641'REFERENCE MARK 2, A 2-1/4 INCH OCS ALUMINUM DISK STAMPED RM 2
 DY2641'6-11-4 MAR 1974, IS SET 1.5 FEET EAST OF THE WEST CORNER OF A
 DY2641'CONCRETE SLAB ABOUT 0.26 FEET BELOW THE LEVEL OF THE STATION
 DY2641'MARK.  THE MARK IS 23.8 FEET SOUTHWEST OF THE SUCKER ROD OF OIL
 DY2641'WELL B-23, 2.5 FEET NORTH OF A POWER POLE AND 1.5 FEET EAST OF
 DY2641'THE WEST CORNER OF A CONCRETE SLAB.
 DY2641'
 DY2641'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1485 ***********************************************************************
 KS1485  DESIGNATION -  6 3 STA 408+10.17
 KS1485  PID         -  KS1485
 KS1485  STATE/COUNTY-  CA/PLACER
 KS1485  USGS QUAD   -  CHICAGO PARK (1979)
 KS1485
 KS1485                         *CURRENT SURVEY CONTROL
 KS1485  ___________________________________________________________________
 KS1485* NAD 83(1992)-  39 08 10.94608(N)    120 55 25.62033(W)     ADJUSTED  
 KS1485* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 KS1485  ___________________________________________________________________
 KS1485  EPOCH DATE  -        1991.35
 KS1485  LAPLACE CORR-           8.56  (seconds)                    DEFLEC99
 KS1485  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 KS1485  HORZ ORDER  -  SECOND
 KS1485
 KS1485.The horizontal coordinates were established by classical geodetic methods
 KS1485.and adjusted by the National Geodetic Survey in March 1994.
 KS1485.The horizontal coordinates are valid at the epoch date displayed above.
 KS1485.The epoch date for horizontal control is a decimal equivalence
 KS1485.of Year/Month/Day.
 KS1485
 KS1485.The orthometric height was scaled from a topographic map.
 KS1485
 KS1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS1485
 KS1485.The geoid height was determined by GEOID03.
 KS1485
 KS1485;                    North         East     Units Scale Factor Converg.
 KS1485;SPC CA 2     -   663,696.450 2,093,039.467   MT  0.99991508   +0 40 42.7
 KS1485;SPC CA 2     - 2,177,477.44  6,866,913.65   sFT  0.99991508   +0 40 42.7
 KS1485;UTM  10      - 4,333,962.917   679,445.680   MT  0.99999650   +1 18 38.8
 KS1485
 KS1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS1485!SPC CA 2     -   0.99985915  x   0.99991508  =   0.99977425
 KS1485!UTM  10      -   0.99985915  x   0.99999650  =   0.99985566
 KS1485
 KS1485                          SUPERSEDED SURVEY CONTROL
 KS1485
 KS1485  NAD 83(1986)-  39 08 10.93299(N)    120 55 25.60946(W) AD(1984.00) 2
 KS1485  NAD 27      -  39 08 11.30100(N)    120 55 21.81300(W) AD(       ) 2
 KS1485
 KS1485.Superseded values are not recommended for survey control.
 KS1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS1485.See file dsdata.txt to determine how the superseded data were derived.
 KS1485
 KS1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ7944633963(NAD 83)
 KS1485
 KS1485  HISTORY     - Date     Condition        Report By
 KS1485  HISTORY     - 1949     MONUMENTED       CGS
 KS1485
 KS1485                          STATION DESCRIPTION
 KS1485
 KS1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KS1485'SEE STATION KASPER
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4324 ***********************************************************************
 DX4324  DESIGNATION -  6 6 30
 DX4324  PID         -  DX4324
 DX4324  STATE/COUNTY-  CA/ORANGE
 DX4324  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4324
 DX4324                         *CURRENT SURVEY CONTROL
 DX4324  ___________________________________________________________________
 DX4324* NAD 83(1992)-  33 36 45.06105(N)    117 32 54.57968(W)     ADJUSTED  
 DX4324* NAVD 88     -       535.46   (+/-2cm)    1756.8    (feet)  VERTCON   
 DX4324  ___________________________________________________________________
 DX4324  EPOCH DATE  -        1991.35
 DX4324  LAPLACE CORR-           9.29  (seconds)                    DEFLEC99
 DX4324  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DX4324  HORZ ORDER  -  SECOND
 DX4324  VERT ORDER  -  THIRD ? (See Below)
 DX4324
 DX4324.The horizontal coordinates were established by classical geodetic methods
 DX4324.and adjusted by the National Geodetic Survey in June 1996.
 DX4324.The horizontal coordinates are valid at the epoch date displayed above.
 DX4324.The epoch date for horizontal control is a decimal equivalence
 DX4324.of Year/Month/Day.
 DX4324
 DX4324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4324.The vertical order pertains to the NGVD 29 superseded value.
 DX4324
 DX4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4324
 DX4324.The geoid height was determined by GEOID03.
 DX4324
 DX4324;                    North         East     Units Scale Factor Converg.
 DX4324;SPC CA 6     -   661,100.410 1,879,504.158   MT  0.99996592   -0 42 48.8
 DX4324;SPC CA 6     - 2,168,960.26  6,166,339.89   sFT  0.99996592   -0 42 48.8
 DX4324;UTM  11      - 3,719,328.801   449,118.604   MT  0.99963192   -0 18 13.1
 DX4324
 DX4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4324!SPC CA 6     -   0.99992122  x   0.99996592  =   0.99988715
 DX4324!UTM  11      -   0.99992122  x   0.99963192  =   0.99955317
 DX4324
 DX4324:                Primary Azimuth Mark                     Grid Az
 DX4324:SPC CA 6     -  PEAK                                     165 26 20.6
 DX4324:UTM  11      -  PEAK                                     165 01 44.9
 DX4324
 DX4324|---------------------------------------------------------------------|
 DX4324| PID    Reference Object                     Distance      Geod. Az  |
 DX4324|                                                           dddmmss.s |
 DX4324| DX4318 PEAK                                APPROX. 2.2 KM 1644331.8 |
 DX4324|---------------------------------------------------------------------|
 DX4324
 DX4324                          SUPERSEDED SURVEY CONTROL
 DX4324
 DX4324  NAD 83(1986)-  33 36 45.05892(N)    117 32 54.58006(W) AD(1984.00) 2
 DX4324  NAD 27      -  33 36 44.97860(N)    117 32 51.41340(W) AD(       ) 2
 DX4324  NGVD 29 (07/19/86)  534.71   (m)         1754.3    (f) LEVELING    3  
 DX4324
 DX4324.Superseded values are not recommended for survey control.
 DX4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4324.See file dsdata.txt to determine how the superseded data were derived.
 DX4324
 DX4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4911919329(NAD 83)
 DX4324
 DX4324  HISTORY     - Date     Condition        Report By
 DX4324  HISTORY     - 1968     MONUMENTED       CA-059
 DX4324
 DX4324                          STATION DESCRIPTION
 DX4324
 DX4324'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4324'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4324'THE SAN DIEGO FREEWAY, GO EASTERLY ALONG ORTEGA HIGHWAY 7.5 MILES
 DX4324'TO A DIRT ROAD ON THE LEFT LEADING TO BELL CANYON, TURN LEFT THRU
 DX4324'LOCKED GATE AND GO 6.8 MILES TO A DIRT ROAD ON THE RIGHT LEADING
 DX4324'UP A HILL, TURN RIGHT AND GO 1.5 MILE TO A DIRT ROAD, TURN LEFT
 DX4324'AND GO 1.5 MILE TO A DIRT ROAD, TURN LEFT AND GO 0.1 TO THE
 DX4324'STATION SITE.
 DX4324'
 DX4324'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 6-6-30.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6037 ***********************************************************************
 EW6037  DESIGNATION -  6 68 V CO
 EW6037  PID         -  EW6037
 EW6037  STATE/COUNTY-  CA/VENTURA
 EW6037  USGS QUAD   -  
 EW6037
 EW6037                         *CURRENT SURVEY CONTROL
 EW6037  ___________________________________________________________________
 EW6037* NAD 83(1986)-  34 13 40.     (N)    119 15 23.     (W)     SCALED    
 EW6037* NAVD 88     -         6.13   (+/-2cm)      20.1    (feet)  VERTCON   
 EW6037  ___________________________________________________________________
 EW6037  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EW6037  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6037
 EW6037.The horizontal coordinates were scaled from a topographic map and have
 EW6037.an estimated accuracy of +/- 6 seconds.
 EW6037
 EW6037.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6037.The vertical order pertains to the NGVD 29 superseded value.
 EW6037
 EW6037.The geoid height was determined by GEOID03.
 EW6037
 EW6037;                    North         East    Units  Estimated Accuracy
 EW6037;SPC CA 5     -   581,450.    1,884,250.      MT  (+/- 180 meters Scaled)
 EW6037
 EW6037                          SUPERSEDED SURVEY CONTROL
 EW6037
 EW6037  NGVD 29 (??/??/92)    5.39   (m)           17.7    (f) COMPUTED    1 1
 EW6037
 EW6037.Superseded values are not recommended for survey control.
 EW6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6037.See file dsdata.txt to determine how the superseded data were derived.
 EW6037
 EW6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT921897(NAD 83)
 EW6037_MARKER: DD = SURVEY DISK
 EW6037_SETTING: 0 = UNSPECIFIED SETTING
 EW6037_STAMPING: POT 214+72.845 6-68
 EW6037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6037
 EW6037  HISTORY     - Date     Condition        Report By
 EW6037  HISTORY     - UNK      MONUMENTED       CA-111
 EW6037  HISTORY     - 1969     GOOD             CA-111
 EW6037
 EW6037                          STATION DESCRIPTION
 EW6037
 EW6037'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW6037'AT OXNARD.
 EW6037'AT OXNARD, .6 MILE NORTH OF GONZALES AND HARBOR BOULEVARD
 EW6037'INTERSECTION, FROM SOUTHERLY END OF SANTA CLARA RIVER BRIDGE ON
 EW6037'HARBOR BOULEVARD, 420 FEET SOUTHERLY ALONG HARBOR BOULEVARD, AT
 EW6037'WESTERLY EDGE OF PAVEMENT, ON CENTERLINE OF DEED OF HARBOR
 EW6037'BOULEVARD, A BRASS CAPPED MONUMENT, 12 INCH SUBMERGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4311 ***********************************************************************
 DX4311  DESIGNATION -  6 7 10
 DX4311  PID         -  DX4311
 DX4311  STATE/COUNTY-  CA/ORANGE
 DX4311  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4311
 DX4311                         *CURRENT SURVEY CONTROL
 DX4311  ___________________________________________________________________
 DX4311* NAD 83(1992)-  33 39 55.13551(N)    117 36 24.25641(W)     ADJUSTED  
 DX4311* NAVD 88     -       454.69   (+/-2cm)    1491.8    (feet)  VERTCON   
 DX4311  ___________________________________________________________________
 DX4311  EPOCH DATE  -        1991.35
 DX4311  LAPLACE CORR-           7.84  (seconds)                    DEFLEC99
 DX4311  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DX4311  HORZ ORDER  -  SECOND
 DX4311  VERT ORDER  -  THIRD ? (See Below)
 DX4311
 DX4311.The horizontal coordinates were established by classical geodetic methods
 DX4311.and adjusted by the National Geodetic Survey in June 1996.
 DX4311.The horizontal coordinates are valid at the epoch date displayed above.
 DX4311.The epoch date for horizontal control is a decimal equivalence
 DX4311.of Year/Month/Day.
 DX4311
 DX4311.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4311.The vertical order pertains to the NGVD 29 superseded value.
 DX4311
 DX4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4311
 DX4311.The geoid height was determined by GEOID03.
 DX4311
 DX4311;                    North         East     Units Scale Factor Converg.
 DX4311;SPC CA 6     -   667,024.736 1,874,175.853   MT  0.99997081   -0 44 44.0
 DX4311;SPC CA 6     - 2,188,396.99  6,148,858.61   sFT  0.99997081   -0 44 44.0
 DX4311;UTM  11      - 3,725,212.929   443,749.875   MT  0.99963901   -0 20 10.9
 DX4311
 DX4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4311!SPC CA 6     -   0.99993392  x   0.99997081  =   0.99990473
 DX4311!UTM  11      -   0.99993392  x   0.99963901  =   0.99957295
 DX4311
 DX4311:                Primary Azimuth Mark                     Grid Az
 DX4311:SPC CA 6     -  6 7 3                                    356 58 44.7
 DX4311:UTM  11      -  6 7 3                                    356 34 11.6
 DX4311
 DX4311|---------------------------------------------------------------------|
 DX4311| PID    Reference Object                     Distance      Geod. Az  |
 DX4311|                                                           dddmmss.s |
 DX4311| DX4312 6 7 3                               APPROX. 1.5 KM 3561400.7 |
 DX4311|---------------------------------------------------------------------|
 DX4311
 DX4311                          SUPERSEDED SURVEY CONTROL
 DX4311
 DX4311  NAD 83(1986)-  33 39 55.13395(N)    117 36 24.25677(W) AD(1984.00) 2
 DX4311  NAD 27      -  33 39 55.05910(N)    117 36 21.08280(W) AD(       ) 2
 DX4311  NGVD 29 (07/19/86)  453.93   (m)         1489.3    (f) LEVELING    3  
 DX4311
 DX4311.Superseded values are not recommended for survey control.
 DX4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4311.See file dsdata.txt to determine how the superseded data were derived.
 DX4311
 DX4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4375025213(NAD 83)
 DX4311
 DX4311  HISTORY     - Date     Condition        Report By
 DX4311  HISTORY     - 1966     MONUMENTED       CA-059
 DX4311
 DX4311                          STATION DESCRIPTION
 DX4311
 DX4311'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4311'TO REACH FROM THE INTERSECTION OF LIVE OAK CANYON ROAD AND EL
 DX4311'TORO ROAD GO EASTERLY 2.0 MILES ON LIVE OAK CANYON ROAD.  TURN
 DX4311'RIGHT THROUGH WHITE GATE LEADING TO RAMAKRISHNA MONASTERY AND GO
 DX4311'0.4 MILE.  TURN LEFT THROUGH WHITE GATE AND GO 0.4 MILE TO TOP OF
 DX4311'HILL.  BEAR LEFT OFF ROAD AND GO 0.2 MILE TO TOP OF HILL AND
 DX4311'TO STATION SITE.  A STANDARD ORANGE COUNTY SURVEYORS BRASS CAP
 DX4311'SET IN CONCRETE ON THE SURFACE OF GROUND.  STAMPED 6-7-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4302 ***********************************************************************
 DX4302  DESIGNATION -  6 7 12
 DX4302  PID         -  DX4302
 DX4302  STATE/COUNTY-  CA/ORANGE
 DX4302  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4302
 DX4302                         *CURRENT SURVEY CONTROL
 DX4302  ___________________________________________________________________
 DX4302* NAD 83(1992)-  33 39 30.41683(N)    117 33 24.26590(W)     ADJUSTED  
 DX4302* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 DX4302  ___________________________________________________________________
 DX4302  EPOCH DATE  -        1991.35
 DX4302  LAPLACE CORR-           9.25  (seconds)                    DEFLEC99
 DX4302  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DX4302  HORZ ORDER  -  SECOND
 DX4302
 DX4302.The horizontal coordinates were established by classical geodetic methods
 DX4302.and adjusted by the National Geodetic Survey in June 1996.
 DX4302.The horizontal coordinates are valid at the epoch date displayed above.
 DX4302.The epoch date for horizontal control is a decimal equivalence
 DX4302.of Year/Month/Day.
 DX4302
 DX4302.The orthometric height was scaled from a topographic map.
 DX4302
 DX4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4302
 DX4302.The geoid height was determined by GEOID03.
 DX4302
 DX4302;                    North         East     Units Scale Factor Converg.
 DX4302;SPC CA 6     -   666,204.010 1,878,802.827   MT  0.99997013   -0 43 05.1
 DX4302;SPC CA 6     - 2,185,704.32  6,164,038.94   sFT  0.99997013   -0 43 05.1
 DX4302;UTM  11      - 3,724,425.545   448,381.044   MT  0.99963285   -0 18 30.9
 DX4302
 DX4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4302!SPC CA 6     -   0.99992382  x   0.99997013  =   0.99989395
 DX4302!UTM  11      -   0.99992382  x   0.99963285  =   0.99955670
 DX4302
 DX4302:                Primary Azimuth Mark                     Grid Az
 DX4302:SPC CA 6     -  6 7 14                                   264 52 17.6
 DX4302:UTM  11      -  6 7 14                                   264 27 43.4
 DX4302
 DX4302|---------------------------------------------------------------------|
 DX4302| PID    Reference Object                     Distance      Geod. Az  |
 DX4302|                                                           dddmmss.s |
 DX4302| DX4305 6 7 14                              APPROX. 1.8 KM 2640912.5 |
 DX4302|---------------------------------------------------------------------|
 DX4302
 DX4302                          SUPERSEDED SURVEY CONTROL
 DX4302
 DX4302  NAD 83(1986)-  33 39 30.41495(N)    117 33 24.26637(W) AD(1984.00) 2
 DX4302  NAD 27      -  33 39 30.33880(N)    117 33 21.09680(W) AD(       ) 2
 DX4302
 DX4302.Superseded values are not recommended for survey control.
 DX4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4302.See file dsdata.txt to determine how the superseded data were derived.
 DX4302
 DX4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4838124426(NAD 83)
 DX4302
 DX4302  HISTORY     - Date     Condition        Report By
 DX4302  HISTORY     - 1968     MONUMENTED       CA-059
 DX4302
 DX4302                          STATION DESCRIPTION
 DX4302
 DX4302'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4302'TO REACH FROM THE INTERSECTION OF LIVE OAK CANYON ROAD AND EL TORO
 DX4302'ROAD GO EASTERLY 5.2 MILES ON LIVE OAK CANYON ROAD (ABOUT 1.4 MILES
 DX4302'PAST THE MAIN ENTRANCE TO O NEILL PARK), TURN LEFT ON DIRT ROAD, GO
 DX4302'0.6 MILES THROUGH QUARRY, TURN RIGHT AT TRUCK LOADER AND GO 0.6
 DX4302'MILES TO T INTERSECTION, TURN LEFT AND FOLLOW ZIG ZAG ROAD 0.6
 DX4302'MILES UP HILL TO STATION SITE.  A STANDARD ORANGE COUNTY SURVEYORS
 DX4302'BRASS CAP SET IN CONCRETE ON THE SURFACE OF THE GROUND.
 DX4302'
 DX4302'STAMPED 6-7-12.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4305 ***********************************************************************
 DX4305  DESIGNATION -  6 7 14
 DX4305  PID         -  DX4305
 DX4305  STATE/COUNTY-  CA/ORANGE
 DX4305  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4305
 DX4305                         *CURRENT SURVEY CONTROL
 DX4305  ___________________________________________________________________
 DX4305* NAD 83(1992)-  33 39 24.43124(N)    117 34 34.10233(W)     ADJUSTED  
 DX4305* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 DX4305  ___________________________________________________________________
 DX4305  EPOCH DATE  -        1991.35
 DX4305  LAPLACE CORR-           8.70  (seconds)                    DEFLEC99
 DX4305  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DX4305  HORZ ORDER  -  SECOND
 DX4305
 DX4305.The horizontal coordinates were established by classical geodetic methods
 DX4305.and adjusted by the National Geodetic Survey in June 1996.
 DX4305.The horizontal coordinates are valid at the epoch date displayed above.
 DX4305.The epoch date for horizontal control is a decimal equivalence
 DX4305.of Year/Month/Day.
 DX4305
 DX4305.The orthometric height was scaled from a topographic map.
 DX4305
 DX4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4305
 DX4305.The geoid height was determined by GEOID03.
 DX4305
 DX4305;                    North         East     Units Scale Factor Converg.
 DX4305;SPC CA 6     -   666,042.331 1,877,001.365   MT  0.99996996   -0 43 43.5
 DX4305;SPC CA 6     - 2,185,173.88  6,158,128.65   sFT  0.99996996   -0 43 43.5
 DX4305;UTM  11      - 3,724,251.054   446,581.388   MT  0.99963518   -0 19 09.5
 DX4305
 DX4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4305!SPC CA 6     -   0.99993640  x   0.99996996  =   0.99990636
 DX4305!UTM  11      -   0.99993640  x   0.99963518  =   0.99957160
 DX4305
 DX4305:                Primary Azimuth Mark                     Grid Az
 DX4305:SPC CA 6     -  P 1                                      190 21 27.7
 DX4305:UTM  11      -  P 1                                      189 56 53.7
 DX4305
 DX4305|---------------------------------------------------------------------|
 DX4305| PID    Reference Object                     Distance      Geod. Az  |
 DX4305|                                                           dddmmss.s |
 DX4305| DX4306 P 1                                 APPROX. 1.1 KM 1893744.2 |
 DX4305|---------------------------------------------------------------------|
 DX4305
 DX4305                          SUPERSEDED SURVEY CONTROL
 DX4305
 DX4305  NAD 83(1986)-  33 39 24.42947(N)    117 34 34.10265(W) AD(1984.00) 2
 DX4305  NAD 27      -  33 39 24.35330(N)    117 34 30.93210(W) AD(       ) 2
 DX4305
 DX4305.Superseded values are not recommended for survey control.
 DX4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4305.See file dsdata.txt to determine how the superseded data were derived.
 DX4305
 DX4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4658124251(NAD 83)
 DX4305
 DX4305  HISTORY     - Date     Condition        Report By
 DX4305  HISTORY     - 1968     MONUMENTED       CA-059
 DX4305
 DX4305                          STATION DESCRIPTION
 DX4305
 DX4305'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4305'TO REACH THE STATION FROM THE INTERSECTION OF TRABUCO CANYON ROAD
 DX4305'AND TRABUCO OAKS DRIVE, AT THE EAST END OF ONEILL PARK, PROCEED
 DX4305'EASTERLY ALONG TRABUCO CANYON ROAD 0.7 MILE TO WHERE THE ROAD MAKES
 DX4305'A 90 DEGREE TURN TO THE RIGHT AND THE STATION SITE.
 DX4305'
 DX4305'STATION IS LOCATED ABOUT 300 FEET TO THE LEFT OF THE ROAD IN A
 DX4305'GRASS FIELD AND ABOUT 300 FEET FROM A GREEN BUILDING AT THE EDGE
 DX4305'OF A ORANGE GROVE.
 DX4305'
 DX4305'A STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT STAMPED
 DX4305'6-7-14.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4393 ***********************************************************************
 DX4393  DESIGNATION -  6 7 19
 DX4393  PID         -  DX4393
 DX4393  STATE/COUNTY-  CA/ORANGE
 DX4393  USGS QUAD   -  EL TORO (1982)
 DX4393
 DX4393                         *CURRENT SURVEY CONTROL
 DX4393  ___________________________________________________________________
 DX4393* NAD 83(1992)-  33 38 12.36337(N)    117 39 12.03718(W)     ADJUSTED  
 DX4393* NAVD 88     -       309.29   (+/-2cm)    1014.7    (feet)  VERTCON   
 DX4393  ___________________________________________________________________
 DX4393  EPOCH DATE  -        1991.35
 DX4393  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 DX4393  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DX4393  HORZ ORDER  -  SECOND
 DX4393  VERT ORDER  -  THIRD ? (See Below)
 DX4393
 DX4393.The horizontal coordinates were established by classical geodetic methods
 DX4393.and adjusted by the National Geodetic Survey in June 1996.
 DX4393.The horizontal coordinates are valid at the epoch date displayed above.
 DX4393.The epoch date for horizontal control is a decimal equivalence
 DX4393.of Year/Month/Day.
 DX4393
 DX4393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4393.The vertical order pertains to the NGVD 29 superseded value.
 DX4393
 DX4393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4393
 DX4393.The geoid height was determined by GEOID03.
 DX4393
 DX4393;                    North         East     Units Scale Factor Converg.
 DX4393;SPC CA 6     -   663,915.916 1,869,811.266   MT  0.99996806   -0 46 16.2
 DX4393;SPC CA 6     - 2,178,197.47  6,134,539.13   sFT  0.99996806   -0 46 16.2
 DX4393;UTM  11      - 3,722,074.042   439,409.025   MT  0.99964526   -0 21 42.9
 DX4393
 DX4393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4393!SPC CA 6     -   0.99995679  x   0.99996806  =   0.99992485
 DX4393!UTM  11      -   0.99995679  x   0.99964526  =   0.99960207
 DX4393
 DX4393:                Primary Azimuth Mark                     Grid Az
 DX4393:SPC CA 6     -  6 8 13                                   323 16 03.3
 DX4393:UTM  11      -  6 8 13                                   322 51 30.0
 DX4393
 DX4393|---------------------------------------------------------------------|
 DX4393| PID    Reference Object                     Distance      Geod. Az  |
 DX4393|                                                           dddmmss.s |
 DX4393| DX4395 6 8 13                              APPROX. 1.1 KM 3222947.1 |
 DX4393|---------------------------------------------------------------------|
 DX4393
 DX4393                          SUPERSEDED SURVEY CONTROL
 DX4393
 DX4393  NAD 83(1986)-  33 38 12.36189(N)    117 39 12.03777(W) AD(1984.00) 2
 DX4393  NAD 27      -  33 38 12.28490(N)    117 39 08.86020(W) AD(       ) 2
 DX4393  NGVD 29 (07/19/86)  308.56   (m)         1012.3    (f) LEVELING    3  
 DX4393
 DX4393.Superseded values are not recommended for survey control.
 DX4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4393.See file dsdata.txt to determine how the superseded data were derived.
 DX4393
 DX4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3940922074(NAD 83)
 DX4393
 DX4393  HISTORY     - Date     Condition        Report By
 DX4393  HISTORY     - 1967     MONUMENTED       CA-059
 DX4393
 DX4393                          STATION DESCRIPTION
 DX4393
 DX4393'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4393'TO REACH 6-7-19 FROM INTERSECTION OF TRABUCO AND EL TORO ROAD
 DX4393'GO EASTERLY ALONG EL TORO ROAD A DISTANCE OF 3.3 MILES TO A DIRT
 DX4393'ROAD ON THE RIGHT.  GO THROUGH STEEL GATE ON SAID DIRT ROAD AND
 DX4393'PROCEED ON ROAD A DISTANCE OF 0.9 MILES TO A FORK IN ROAD.  MAKE
 DX4393'A HAIRPIN TURN TO THE RIGHT AND FOLLOW ROAD ALONG SOUTHERLY SIDE
 DX4393'OF CANYON A DISTANCE OF 2.05 MILES TO A TRAIL ON THE LEFT.  SAID
 DX4393'TRAIL FOLLOWS ALONG A BARBED WIRE FENCE.  FOLLOW SAID TRAIL FOR
 DX4393'0.75 MILES ALONG FENCE TO STATION SITE.
 DX4393'
 DX4393'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4393'STAMPED 6-7-19.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4307 ***********************************************************************
 DX4307  DESIGNATION -  6 7 23
 DX4307  PID         -  DX4307
 DX4307  STATE/COUNTY-  CA/ORANGE
 DX4307  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4307
 DX4307                         *CURRENT SURVEY CONTROL
 DX4307  ___________________________________________________________________
 DX4307* NAD 83(1992)-  33 38 21.86681(N)    117 35 02.45840(W)     ADJUSTED  
 DX4307* NAVD 88     -       365.27   (+/-2cm)    1198.4    (feet)  VERTCON   
 DX4307  ___________________________________________________________________
 DX4307  EPOCH DATE  -        1991.35
 DX4307  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 DX4307  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DX4307  HORZ ORDER  -  SECOND
 DX4307  VERT ORDER  -  THIRD ? (See Below)
 DX4307
 DX4307.The horizontal coordinates were established by classical geodetic methods
 DX4307.and adjusted by the National Geodetic Survey in June 1996.
 DX4307.The horizontal coordinates are valid at the epoch date displayed above.
 DX4307.The epoch date for horizontal control is a decimal equivalence
 DX4307.of Year/Month/Day.
 DX4307
 DX4307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4307.The vertical order pertains to the NGVD 29 superseded value.
 DX4307
 DX4307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4307
 DX4307.The geoid height was determined by GEOID03.
 DX4307
 DX4307;                    North         East     Units Scale Factor Converg.
 DX4307;SPC CA 6     -   664,124.257 1,876,246.185   MT  0.99996831   -0 43 59.0
 DX4307;SPC CA 6     - 2,178,881.00  6,155,651.03   sFT  0.99996831   -0 43 59.0
 DX4307;UTM  11      - 3,722,328.274   445,840.184   MT  0.99963616   -0 19 24.7
 DX4307
 DX4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4307!SPC CA 6     -   0.99994795  x   0.99996831  =   0.99991626
 DX4307!UTM  11      -   0.99994795  x   0.99963616  =   0.99958413
 DX4307
 DX4307:                Primary Azimuth Mark                     Grid Az
 DX4307:SPC CA 6     -  6 7 10                                   324 28 52.3
 DX4307:UTM  11      -  6 7 10                                   324 04 18.0
 DX4307
 DX4307|---------------------------------------------------------------------|
 DX4307| PID    Reference Object                     Distance      Geod. Az  |
 DX4307|                                                           dddmmss.s |
 DX4307| DX4311 6 7 10                              APPROX. 3.6 KM 3234453.3 |
 DX4307|---------------------------------------------------------------------|
 DX4307
 DX4307                          SUPERSEDED SURVEY CONTROL
 DX4307
 DX4307  NAD 83(1986)-  33 38 21.86499(N)    117 35 02.45879(W) AD(1984.00) 2
 DX4307  NAD 27      -  33 38 21.78730(N)    117 34 59.28810(W) AD(       ) 2
 DX4307  NGVD 29 (07/19/86)  364.52   (m)         1195.9    (f) LEVELING    3  
 DX4307
 DX4307.Superseded values are not recommended for survey control.
 DX4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4307.See file dsdata.txt to determine how the superseded data were derived.
 DX4307
 DX4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4584022328(NAD 83)
 DX4307
 DX4307  HISTORY     - Date     Condition        Report By
 DX4307  HISTORY     - 1967     MONUMENTED       CA-059
 DX4307
 DX4307                          STATION DESCRIPTION
 DX4307
 DX4307'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4307'TO REACH THE SITE OF MONUMENT 6-7-63 FROM THE INTERSECTION OF
 DX4307'TRABUCO CANYON ROAD AND TRABUCO OAKS DRIVE, SAID INTERSECTION
 DX4307'BEING AT THE EAST END OF O NEILL PARK, PROCEED EASTERLY ALONG
 DX4307'TRABUCO CANYON ROAD FOR 1.85 MILES TO WHERE A DIRT ROAD LEADS
 DX4307'OFF TO THE RIGHT.  TURN RIGHT ON SAID DIRT ROAD AND PROCEED FOR
 DX4307'0.18 MILES TO WHERE A DIRT ROAD LEADS OFF TO THE LEFT, NEAR A
 DX4307'WINDMILL.  TURN LEFT AND TAKE THIS ROAD PAST THE WINDMILL AND
 DX4307'PROCEED FOR 0.3 MILE AND STOP.  MONUMENT 6-7-23 IS LOCATED
 DX4307'ABOUT 200 YARDS LEFT OF THE ROAD ON TOP OF THE HILL AND ABOUT
 DX4307'TEN FEET WEST OF A FENCE LINE.
 DX4307'
 DX4307'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4307'STAMPED 6-7-23.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4304 ***********************************************************************
 DX4304  DESIGNATION -  6 7 23A
 DX4304  PID         -  DX4304
 DX4304  STATE/COUNTY-  CA/ORANGE
 DX4304  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4304
 DX4304                         *CURRENT SURVEY CONTROL
 DX4304  ___________________________________________________________________
 DX4304* NAD 83(1992)-  33 38 11.34962(N)    117 34 26.91193(W)     ADJUSTED  
 DX4304* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 DX4304  ___________________________________________________________________
 DX4304  EPOCH DATE  -        1991.35
 DX4304  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 DX4304  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DX4304  HORZ ORDER  -  SECOND
 DX4304
 DX4304.The horizontal coordinates were established by classical geodetic methods
 DX4304.and adjusted by the National Geodetic Survey in June 1996.
 DX4304.The horizontal coordinates are valid at the epoch date displayed above.
 DX4304.The epoch date for horizontal control is a decimal equivalence
 DX4304.of Year/Month/Day.
 DX4304
 DX4304.The orthometric height was scaled from a topographic map.
 DX4304
 DX4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4304
 DX4304.The geoid height was determined by GEOID03.
 DX4304
 DX4304;                    North         East     Units Scale Factor Converg.
 DX4304;SPC CA 6     -   663,788.583 1,877,158.013   MT  0.99996804   -0 43 39.5
 DX4304;SPC CA 6     - 2,177,779.71  6,158,642.58   sFT  0.99996804   -0 43 39.5
 DX4304;UTM  11      - 3,721,999.236   446,754.083   MT  0.99963495   -0 19 04.9
 DX4304
 DX4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4304!SPC CA 6     -   0.99992150  x   0.99996804  =   0.99988954
 DX4304!UTM  11      -   0.99992150  x   0.99963495  =   0.99955648
 DX4304
 DX4304:                Primary Azimuth Mark                     Grid Az
 DX4304:SPC CA 6     -  6 7 10                                   317 20 20.7
 DX4304:UTM  11      -  6 7 10                                   316 55 46.1
 DX4304
 DX4304|---------------------------------------------------------------------|
 DX4304| PID    Reference Object                     Distance      Geod. Az  |
 DX4304|                                                           dddmmss.s |
 DX4304| DX4311 6 7 10                              APPROX. 4.4 KM 3163641.2 |
 DX4304|---------------------------------------------------------------------|
 DX4304
 DX4304                          SUPERSEDED SURVEY CONTROL
 DX4304
 DX4304  NAD 83(1986)-  33 38 11.34776(N)    117 34 26.91228(W) AD(1984.00) 2
 DX4304  NAD 27      -  33 38 11.26990(N)    117 34 23.74230(W) AD(       ) 2
 DX4304
 DX4304.Superseded values are not recommended for survey control.
 DX4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4304.See file dsdata.txt to determine how the superseded data were derived.
 DX4304
 DX4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4675421999(NAD 83)
 DX4304
 DX4304  HISTORY     - Date     Condition        Report By
 DX4304  HISTORY     - 1967     MONUMENTED       CA-059
 DX4304
 DX4304                          STATION DESCRIPTION
 DX4304
 DX4304'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4304'TO REACH THE SITE OF TRIANGULATION MONUMENT 6-7-23A FROM THE
 DX4304'INTERSECTION OF TRABUCO CANYON ROAD AND TRABUCO OAKS DRIVE, SAID
 DX4304'INTERSECTION BEING NEAR THE EAST END OF O NEILL PARK.  PROCEED
 DX4304'EASTERLY ALONG TRABUCO CANYON ROAD FOR 1.9 MILES TO WHERE SAID
 DX4304'ROAD MAKES A U TURN AT A RED PAINTED WOOD FENCE CORRAL.  TURN TO
 DX4304'THE LEFT THROUGH A LARGE WHITE PAINTED WOOD GATE ON TO A PAVED
 DX4304'ROAD AND PROCEED ON SAID PAVED ROAD FOR 0.4 MILES TO WHERE A
 DX4304'DIRT ROAD LEADS OFF TO THE RIGHT IN THE DIRECTION OF A ROW OF
 DX4304'TELEPHONE POLES.  TAKE SAID DIRT ROAD AND PROCEED FOR 0.2 MILES
 DX4304'AND STOP.  MONUMENT 6-7-23A IS LOCATED ABOUT 400 FEET TO
 DX4304'THE RIGHT ON TOP OF HILL.  SAID MONUMENT IS ABOUT 150 FEET FROM
 DX4304'BOTH TELEPHONE POLE 663831 H AND TELEPHONE POLE 780953 H.
 DX4304'
 DX4304'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT STAMPED
 DX4304'6-7-23A.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4303 ***********************************************************************
 DX4303  DESIGNATION -  6 7 24
 DX4303  PID         -  DX4303
 DX4303  STATE/COUNTY-  CA/ORANGE
 DX4303  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4303
 DX4303                         *CURRENT SURVEY CONTROL
 DX4303  ___________________________________________________________________
 DX4303* NAD 83(1992)-  33 38 03.43765(N)    117 33 32.60221(W)     ADJUSTED  
 DX4303* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 DX4303  ___________________________________________________________________
 DX4303  EPOCH DATE  -        1991.35
 DX4303  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 DX4303  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DX4303  HORZ ORDER  -  SECOND
 DX4303
 DX4303.The horizontal coordinates were established by classical geodetic methods
 DX4303.and adjusted by the National Geodetic Survey in June 1996.
 DX4303.The horizontal coordinates are valid at the epoch date displayed above.
 DX4303.The epoch date for horizontal control is a decimal equivalence
 DX4303.of Year/Month/Day.
 DX4303
 DX4303.The orthometric height was scaled from a topographic map.
 DX4303
 DX4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4303
 DX4303.The geoid height was determined by GEOID03.
 DX4303
 DX4303;                    North         East     Units Scale Factor Converg.
 DX4303;SPC CA 6     -   663,527.170 1,878,554.425   MT  0.99996783   -0 43 09.7
 DX4303;SPC CA 6     - 2,176,922.06  6,163,223.98   sFT  0.99996783   -0 43 09.7
 DX4303;UTM  11      - 3,721,747.897   448,151.861   MT  0.99963314   -0 18 34.8
 DX4303
 DX4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4303!SPC CA 6     -   0.99991662  x   0.99996783  =   0.99988445
 DX4303!UTM  11      -   0.99991662  x   0.99963314  =   0.99954979
 DX4303
 DX4303:                Primary Azimuth Mark                     Grid Az
 DX4303:SPC CA 6     -  6 6 30                                   158 37 36.0
 DX4303:UTM  11      -  6 6 30                                   158 13 01.1
 DX4303
 DX4303|---------------------------------------------------------------------|
 DX4303| PID    Reference Object                     Distance      Geod. Az  |
 DX4303|                                                           dddmmss.s |
 DX4303| DX4324 6 6 30                              APPROX. 2.6 KM 1575426.3 |
 DX4303|---------------------------------------------------------------------|
 DX4303
 DX4303                          SUPERSEDED SURVEY CONTROL
 DX4303
 DX4303  NAD 83(1986)-  33 38 03.43573(N)    117 33 32.60252(W) AD(1984.00) 2
 DX4303  NAD 27      -  33 38 03.35750(N)    117 33 29.43420(W) AD(       ) 2
 DX4303
 DX4303.Superseded values are not recommended for survey control.
 DX4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4303.See file dsdata.txt to determine how the superseded data were derived.
 DX4303
 DX4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4815221748(NAD 83)
 DX4303
 DX4303  HISTORY     - Date     Condition        Report By
 DX4303  HISTORY     - 1968     MONUMENTED       CA-059
 DX4303
 DX4303                          STATION DESCRIPTION
 DX4303
 DX4303'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4303'TO REACH THE STATION FROM THE INTERSECTION OF LIVE OAK CANYON
 DX4303'ROAD AND EL TORO ROAD, GO EASTERLY ALONG LIVE OAK CANYON ROAD
 DX4303'AND EL TORO ROAD, GO EASTERLY ALONG LIVE OAK CANYON ROAD 3.9 MILES
 DX4303'TO THE INTERSECTION OF TRABUCO OAK DRIVE AND TRABUCO CANYON
 DX4303'ROAD, PROCEED EASTERLY ALONG TRABUCO CANYON ROAD 2.0 MILES TO
 DX4303'A WHITE WOODEN LOCKED GATE ON THE LEFT, TURN LEFT THRU GATE AND
 DX4303'GO 1.5 MILE TO A CATTLE GUARD AND THE STATION SITE.  MONUMENT
 DX4303'IS LOCATED 200 YARDS TO THE RIGHT ON TOP OF THE HILL.
 DX4303'
 DX4303'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 6-7-24.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4312 ***********************************************************************
 DX4312  DESIGNATION -  6 7 3
 DX4312  PID         -  DX4312
 DX4312  STATE/COUNTY-  CA/ORANGE
 DX4312  USGS QUAD   -  SANTIAGO PEAK (1954)
 DX4312
 DX4312                         *CURRENT SURVEY CONTROL
 DX4312  ___________________________________________________________________
 DX4312* NAD 83(1992)-  33 40 43.39423(N)    117 36 28.05643(W)     ADJUSTED  
 DX4312* NAVD 88     -       503.51   (+/-2cm)    1651.9    (feet)  VERTCON   
 DX4312  ___________________________________________________________________
 DX4312  EPOCH DATE  -        1991.35
 DX4312  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 DX4312  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DX4312  HORZ ORDER  -  SECOND
 DX4312  VERT ORDER  -  THIRD ? (See Below)
 DX4312
 DX4312.The horizontal coordinates were established by classical geodetic methods
 DX4312.and adjusted by the National Geodetic Survey in June 1996.
 DX4312.The horizontal coordinates are valid at the epoch date displayed above.
 DX4312.The epoch date for horizontal control is a decimal equivalence
 DX4312.of Year/Month/Day.
 DX4312
 DX4312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4312.The vertical order pertains to the NGVD 29 superseded value.
 DX4312
 DX4312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4312
 DX4312.The geoid height was determined by GEOID03.
 DX4312
 DX4312;                    North         East     Units Scale Factor Converg.
 DX4312;SPC CA 6     -   668,512.700 1,874,097.327   MT  0.99997219   -0 44 46.1
 DX4312;SPC CA 6     - 2,193,278.75  6,148,600.98   sFT  0.99997219   -0 44 46.1
 DX4312;UTM  11      - 3,726,699.799   443,660.755   MT  0.99963913   -0 20 13.4
 DX4312
 DX4312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4312!SPC CA 6     -   0.99992625  x   0.99997219  =   0.99989844
 DX4312!UTM  11      -   0.99992625  x   0.99963913  =   0.99956540
 DX4312
 DX4312:                Primary Azimuth Mark                     Grid Az
 DX4312:SPC CA 6     -  6 7 10                                   176 58 44.7
 DX4312:UTM  11      -  6 7 10                                   176 34 12.0
 DX4312
 DX4312|---------------------------------------------------------------------|
 DX4312| PID    Reference Object                     Distance      Geod. Az  |
 DX4312|                                                           dddmmss.s |
 DX4312| DX4311 6 7 10                              APPROX. 1.5 KM 1761358.6 |
 DX4312|---------------------------------------------------------------------|
 DX4312
 DX4312                          SUPERSEDED SURVEY CONTROL
 DX4312
 DX4312  NAD 83(1986)-  33 40 43.39277(N)    117 36 28.05680(W) AD(1984.00) 2
 DX4312  NAD 27      -  33 40 43.31930(N)    117 36 24.88220(W) AD(       ) 2
 DX4312  NGVD 29 (07/19/86)  502.74   (m)         1649.4    (f) LEVELING    3  
 DX4312
 DX4312.Superseded values are not recommended for survey control.
 DX4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4312.See file dsdata.txt to determine how the superseded data were derived.
 DX4312
 DX4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4366126700(NAD 83)
 DX4312_MARKER: Z = SEE DESCRIPTION
 DX4312_SETTING: 0 = UNSPECIFIED SETTING
 DX4312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4312
 DX4312  HISTORY     - Date     Condition        Report By
 DX4312  HISTORY     - 1966     MONUMENTED       CA-059
 DX4312
 DX4312                          STATION DESCRIPTION
 DX4312
 DX4312'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4312'TO REACH 6-7-3 FROM THE INTERSECTION OF EL TORO ROAD AND LIVE
 DX4312'OAK CANYON ROAD.  (COOKS CORNER) PROCEED EASTERLY ALONG LIVE OAK
 DX4312'CANYON ROAD 2.0 MILE AND TURN SOUTHWEST INTO ENTRANCE TO
 DX4312'RAMAKRISHNA MONASTERY THROUGH WOODEN GATE.  PROCEED ALONG PAVED
 DX4312'ROAD FOR 0.45 MILE, (PAVED ROAD ENDS) AND TURN RIGHT (NORTHERLY)
 DX4312'THROUGH BARB WIRE GATE AND PROCEED ALONG DIRT ROAD 0.1 MILE
 DX4312'TO BARB WIRE GATE.  THENCE GO THROUGH BARB WIRE GATE 0.45
 DX4312'MILE.  STATION SITE IS ON SOUTHWESTERLY SIDE OF ROAD AT TOP OF
 DX4312'HILL.
 DX4312'
 DX4312'SET STANDARD ORANGE COUNTY SURVEYOR TRIANGULATION MONUMENT STAMPED
 DX4312'6-7-3 IN CONCRETE 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4333 ***********************************************************************
 DX4333  DESIGNATION -  6 7 34
 DX4333  PID         -  DX4333
 DX4333  STATE/COUNTY-  CA/ORANGE
 DX4333  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4333
 DX4333                         *CURRENT SURVEY CONTROL
 DX4333  ___________________________________________________________________
 DX4333* NAD 83(1992)-  33 36 45.08179(N)    117 35 57.53478(W)     ADJUSTED  
 DX4333* NAVD 88     -       371.32   (+/-2cm)    1218.2    (feet)  VERTCON   
 DX4333  ___________________________________________________________________
 DX4333  EPOCH DATE  -        1991.35
 DX4333  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 DX4333  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DX4333  HORZ ORDER  -  SECOND
 DX4333  VERT ORDER  -  THIRD ? (See Below)
 DX4333
 DX4333.The horizontal coordinates were established by classical geodetic methods
 DX4333.and adjusted by the National Geodetic Survey in June 1996.
 DX4333.The horizontal coordinates are valid at the epoch date displayed above.
 DX4333.The epoch date for horizontal control is a decimal equivalence
 DX4333.of Year/Month/Day.
 DX4333
 DX4333.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4333.The vertical order pertains to the NGVD 29 superseded value.
 DX4333
 DX4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4333
 DX4333.The geoid height was determined by GEOID03.
 DX4333
 DX4333;                    North         East     Units Scale Factor Converg.
 DX4333;SPC CA 6     -   661,160.930 1,874,788.422   MT  0.99996592   -0 44 29.3
 DX4333;SPC CA 6     - 2,169,158.82  6,150,868.35   sFT  0.99996592   -0 44 29.3
 DX4333;UTM  11      - 3,719,355.582   444,404.116   MT  0.99963810   -0 19 54.4
 DX4333
 DX4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4333!SPC CA 6     -   0.99994703  x   0.99996592  =   0.99991295
 DX4333!UTM  11      -   0.99994703  x   0.99963810  =   0.99958515
 DX4333
 DX4333:                Primary Azimuth Mark                     Grid Az
 DX4333:SPC CA 6     -  PLANO                                    329 02 28.7
 DX4333:UTM  11      -  PLANO                                    328 37 53.8
 DX4333
 DX4333|---------------------------------------------------------------------|
 DX4333| PID    Reference Object                     Distance      Geod. Az  |
 DX4333|                                                           dddmmss.s |
 DX4333| DX4295 PLANO                               APPROX. 2.4 KM 3281759.4 |
 DX4333|---------------------------------------------------------------------|
 DX4333
 DX4333                          SUPERSEDED SURVEY CONTROL
 DX4333
 DX4333  NAD 83(1986)-  33 36 45.07984(N)    117 35 57.53523(W) AD(1984.00) 2
 DX4333  NAD 27      -  33 36 44.99990(N)    117 35 54.36350(W) AD(       ) 2
 DX4333  NGVD 29 (07/19/86)  370.59   (m)         1215.8    (f) LEVELING    3  
 DX4333
 DX4333.Superseded values are not recommended for survey control.
 DX4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4333.See file dsdata.txt to determine how the superseded data were derived.
 DX4333
 DX4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4440419356(NAD 83)
 DX4333
 DX4333  HISTORY     - Date     Condition        Report By
 DX4333  HISTORY     - 1967     MONUMENTED       CA-059
 DX4333
 DX4333                          STATION DESCRIPTION
 DX4333
 DX4333'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4333'TO REACH SITE OF TRIANGULATION MONUMENT 6-7-34 FROM THE INTERSECTION
 DX4333'OF TRABUCO CANYON ROAD AND TRABUCO OAKS DRIVE SAID INTERSECTION
 DX4333'BEING AT THE EAST END OF O NEILL PARK.  PROCEED EASTERLY ALONG
 DX4333'TRABUCO CANYON ROAD FOR 1.85 MILES TO WHERE A DIRT ROAD LEADS
 DX4333'OFF TO THE RIGHT.  TURN RIGHT ON TO SAID DIRT ROAD AND PROCEED
 DX4333'FOR 0.6 MILES TO A Y IN ROAD.  TURN LEFT AT SAID Y AND PROCEED
 DX4333'ALONGSIDE AND INTO CANYON FOR 2.6 MILES TO ANOTHER Y IN
 DX4333'ROAD, AT WHICH POINT THERE IS A WINDMILL LOCATED.  TURN LEFT
 DX4333'AT SAID Y AND PROCEED UP THE HILL FOR 0.3 MILES TO
 DX4333'INTERSECTION WITH ANOTHER DIRT ROAD.  TURN LEFT AT SAID
 DX4333'INTERSECTION AND PROCEED FOR 0.9 MILES TO A Y IN ROAD.  TURN
 DX4333'RIGHT AT SAID Y AND PROCEED FOR 0.8 MILES AND STOP.  TURN
 DX4333'RIGHT AND ALONG RIDGE LINE FOR 0.06 MILES TO THE TOP OF THE HILL
 DX4333'WHERE MONUMENT 6-7-34 IS LOCATED.
 DX4333'
 DX4333'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4333'STAMPED 6-7-34.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4330 ***********************************************************************
 DX4330  DESIGNATION -  6 7 35
 DX4330  PID         -  DX4330
 DX4330  STATE/COUNTY-  CA/ORANGE
 DX4330  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4330
 DX4330                         *CURRENT SURVEY CONTROL
 DX4330  ___________________________________________________________________
 DX4330* NAD 83(1992)-  33 36 09.12564(N)    117 34 31.94822(W)     ADJUSTED  
 DX4330* NAVD 88     -       295.30   (+/-2cm)     968.8    (feet)  VERTCON   
 DX4330  ___________________________________________________________________
 DX4330  EPOCH DATE  -        1991.35
 DX4330  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 DX4330  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DX4330  HORZ ORDER  -  SECOND
 DX4330  VERT ORDER  -  THIRD ? (See Below)
 DX4330
 DX4330.The horizontal coordinates were established by classical geodetic methods
 DX4330.and adjusted by the National Geodetic Survey in June 1996.
 DX4330.The horizontal coordinates are valid at the epoch date displayed above.
 DX4330.The epoch date for horizontal control is a decimal equivalence
 DX4330.of Year/Month/Day.
 DX4330
 DX4330.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4330.The vertical order pertains to the NGVD 29 superseded value.
 DX4330
 DX4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4330
 DX4330.The geoid height was determined by GEOID03.
 DX4330
 DX4330;                    North         East     Units Scale Factor Converg.
 DX4330;SPC CA 6     -   660,024.957 1,876,980.365   MT  0.99996509   -0 43 42.3
 DX4330;SPC CA 6     - 2,165,431.88  6,158,059.75   sFT  0.99996509   -0 43 42.3
 DX4330;UTM  11      - 3,718,235.684   446,603.404   MT  0.99963515   -0 19 06.7
 DX4330
 DX4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4330!SPC CA 6     -   0.99995895  x   0.99996509  =   0.99992404
 DX4330!UTM  11      -   0.99995895  x   0.99963515  =   0.99959412
 DX4330
 DX4330:                Primary Azimuth Mark                     Grid Az
 DX4330:SPC CA 6     -  STARR                                    015 06 09.0
 DX4330:UTM  11      -  STARR                                    014 41 33.4
 DX4330
 DX4330|---------------------------------------------------------------------|
 DX4330| PID    Reference Object                     Distance      Geod. Az  |
 DX4330|                                                           dddmmss.s |
 DX4330| DX4328 STARR                               APPROX. 0.8 KM 0142226.7 |
 DX4330|---------------------------------------------------------------------|
 DX4330
 DX4330                          SUPERSEDED SURVEY CONTROL
 DX4330
 DX4330  NAD 83(1986)-  33 36 09.12354(N)    117 34 31.94879(W) AD(1984.00) 2
 DX4330  NAD 27      -  33 36 09.04240(N)    117 34 28.77990(W) AD(       ) 2
 DX4330  NGVD 29 (07/19/86)  294.56   (m)          966.4    (f) LEVELING    3  
 DX4330
 DX4330.Superseded values are not recommended for survey control.
 DX4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4330.See file dsdata.txt to determine how the superseded data were derived.
 DX4330
 DX4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4660318236(NAD 83)
 DX4330
 DX4330  HISTORY     - Date     Condition        Report By
 DX4330  HISTORY     - 1967     MONUMENTED       CA-059
 DX4330
 DX4330                          STATION DESCRIPTION
 DX4330
 DX4330'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4330'TO REACH THE SITE OF MONUMENT 6-7-35 FROM THE INTERSECTION OF
 DX4330'TRABUCO CANYON ROAD AND TRABUCO OAKS DRIVE, SAID INTERSECTION BEING
 DX4330'AT THE EAST END OF O NEILL PARK, PROCEED EASTERLY ALONG TRABUCO
 DX4330'CANYON ROAD FOR 1.9 MILES TO WHERE SAID ROAD MAKES A U TURN AT
 DX4330'A WOOD CORRAL.  TURN TO THE LEFT THRU A LARGE WOOD GATE ON TO A
 DX4330'PAVED ROAD AND PROCEED FOR 0.4 MILES TO WHERE A DIRT ROAD LEADS
 DX4330'OFF TO THE RIGHT TOWARD A ROW OF TELEPHONE POLES.  TAKE THIS
 DX4330'DIRT ROAD AND PROCEED ON IT TOWARD AND ALONGSIDE SAID ROW OF
 DX4330'TELEPHONE POLES FOR 2.8 MILES FROM THE PAVED ROAD TO THE
 DX4330'LOCATION OF MONUMENT 6-7-35.  THE MONUMENT IS ABOUT 150 FEET TO
 DX4330'RIGHT OF ROAD AND IS ON THE TOP OF THE HILL.  THE MONUMENT IS
 DX4330'ALSO ABOUT 60 FEET NORTHEASTERLY OF TELEPHONE POLE 663921 H.
 DX4330'
 DX4330'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4330'STAMPED 6-7-35.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4391 ***********************************************************************
 DX4391  DESIGNATION -  6 7 8A
 DX4391  PID         -  DX4391
 DX4391  STATE/COUNTY-  CA/ORANGE
 DX4391  USGS QUAD   -  EL TORO (1982)
 DX4391
 DX4391                         *CURRENT SURVEY CONTROL
 DX4391  ___________________________________________________________________
 DX4391* NAD 83(1992)-  33 39 37.91036(N)    117 38 11.01961(W)     ADJUSTED  
 DX4391* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 DX4391  ___________________________________________________________________
 DX4391  EPOCH DATE  -        1991.35
 DX4391  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 DX4391  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DX4391  HORZ ORDER  -  SECOND
 DX4391
 DX4391.The horizontal coordinates were established by classical geodetic methods
 DX4391.and adjusted by the National Geodetic Survey in June 1996.
 DX4391.The horizontal coordinates are valid at the epoch date displayed above.
 DX4391.The epoch date for horizontal control is a decimal equivalence
 DX4391.of Year/Month/Day.
 DX4391
 DX4391.The orthometric height was scaled from a topographic map.
 DX4391
 DX4391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4391
 DX4391.The geoid height was determined by GEOID03.
 DX4391
 DX4391;                    North         East     Units Scale Factor Converg.
 DX4391;SPC CA 6     -   666,530.270 1,871,418.613   MT  0.99997033   -0 45 42.7
 DX4391;SPC CA 6     - 2,186,774.73  6,139,812.57   sFT  0.99997033   -0 45 42.7
 DX4391;UTM  11      - 3,724,698.955   440,997.143   MT  0.99964292   -0 21 09.9
 DX4391
 DX4391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4391!SPC CA 6     -   0.99995544  x   0.99997033  =   0.99992577
 DX4391!UTM  11      -   0.99995544  x   0.99964292  =   0.99959838
 DX4391
 DX4391:                Primary Azimuth Mark                     Grid Az
 DX4391:SPC CA 6     -  MODJ 2                                   009 13 57.6
 DX4391:UTM  11      -  MODJ 2                                   008 49 24.8
 DX4391
 DX4391|---------------------------------------------------------------------|
 DX4391| PID    Reference Object                     Distance      Geod. Az  |
 DX4391|                                                           dddmmss.s |
 DX4391| DX4390 MODJ 2                              APPROX. 2.8 KM 0082814.9 |
 DX4391|---------------------------------------------------------------------|
 DX4391
 DX4391                          SUPERSEDED SURVEY CONTROL
 DX4391
 DX4391  NAD 83(1986)-  33 39 37.90896(N)    117 38 11.01992(W) AD(1984.00) 2
 DX4391  NAD 27      -  33 39 37.83410(N)    117 38 07.84330(W) AD(       ) 2
 DX4391
 DX4391.Superseded values are not recommended for survey control.
 DX4391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4391.See file dsdata.txt to determine how the superseded data were derived.
 DX4391
 DX4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4099724699(NAD 83)
 DX4391_MARKER: Z = SEE DESCRIPTION
 DX4391_SETTING: 0 = UNSPECIFIED SETTING
 DX4391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4391
 DX4391  HISTORY     - Date     Condition        Report By
 DX4391  HISTORY     - 1966     MONUMENTED       CA-059
 DX4391
 DX4391                          STATION DESCRIPTION
 DX4391
 DX4391'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4391'TO REACH FROM THE INTERSECTION OF THE SAN DIEGO FREEWAY AND EL
 DX4391'TORO ROAD.  NO NORTH EASTERLY ON EL TORO ROAD 5.3 MILES TO A
 DX4391'ORANGE STEEL GATE ON THE RIGHT, GO THROUGH THE GATE AND FOLLOW
 DX4391'THE DIRT ROAD SOUTHEASTERLY 0.2 MILE TO A T JUNCTION IN THE
 DX4391'ROAD.  TURN LEFT AND FOLLOW THE ROAD 0.3 MILE.  TURN LEFT OFF THE
 DX4391'ROAD AND GO PAST A STEEL HIGH VOLTAGE MARKED 24-4, UP THE HILL
 DX4391'APPROXIMATELY 300 FEET TO THE STATION SITE.  AN ORANGE COUNTY
 DX4391'SURVEYORS DISK STAMPED 6-7-8A SET IN CONCRETE IN 2 INCH IRON
 DX4391'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4395 ***********************************************************************
 DX4395  DESIGNATION -  6 8 13
 DX4395  PID         -  DX4395
 DX4395  STATE/COUNTY-  CA/ORANGE
 DX4395  USGS QUAD   -  EL TORO (1982)
 DX4395
 DX4395                         *CURRENT SURVEY CONTROL
 DX4395  ___________________________________________________________________
 DX4395* NAD 83(1992)-  33 38 41.09950(N)    117 39 38.40501(W)     ADJUSTED  
 DX4395* NAVD 88     -       272.18   (+/-2cm)     893.0    (feet)  VERTCON   
 DX4395  ___________________________________________________________________
 DX4395  EPOCH DATE  -        1991.35
 DX4395  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 DX4395  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DX4395  HORZ ORDER  -  SECOND
 DX4395  VERT ORDER  -  THIRD ? (See Below)
 DX4395
 DX4395.The horizontal coordinates were established by classical geodetic methods
 DX4395.and adjusted by the National Geodetic Survey in June 1996.
 DX4395.The horizontal coordinates are valid at the epoch date displayed above.
 DX4395.The epoch date for horizontal control is a decimal equivalence
 DX4395.of Year/Month/Day.
 DX4395
 DX4395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4395.The vertical order pertains to the NGVD 29 superseded value.
 DX4395
 DX4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4395
 DX4395.The geoid height was determined by GEOID03.
 DX4395
 DX4395;                    North         East     Units Scale Factor Converg.
 DX4395;SPC CA 6     -   664,810.335 1,869,143.798   MT  0.99996881   -0 46 30.7
 DX4395;SPC CA 6     - 2,181,131.91  6,132,349.28   sFT  0.99996881   -0 46 30.7
 DX4395;UTM  11      - 3,722,963.386   438,735.403   MT  0.99964627   -0 21 57.8
 DX4395
 DX4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4395!SPC CA 6     -   0.99996262  x   0.99996881  =   0.99993143
 DX4395!UTM  11      -   0.99996262  x   0.99964627  =   0.99960890
 DX4395
 DX4395:                Primary Azimuth Mark                     Grid Az
 DX4395:SPC CA 6     -  BORREGO                                  356 34 14.2
 DX4395:UTM  11      -  BORREGO                                  356 09 41.3
 DX4395
 DX4395|---------------------------------------------------------------------|
 DX4395| PID    Reference Object                     Distance      Geod. Az  |
 DX4395|                                                           dddmmss.s |
 DX4395| DX4397 BORREGO                             APPROX. 4.9 KM 3554743.5 |
 DX4395|---------------------------------------------------------------------|
 DX4395
 DX4395                          SUPERSEDED SURVEY CONTROL
 DX4395
 DX4395  NAD 83(1986)-  33 38 41.09805(N)    117 39 38.40552(W) AD(1984.00) 2
 DX4395  NAD 27      -  33 38 41.02200(N)    117 39 35.22730(W) AD(       ) 2
 DX4395  NGVD 29 (07/19/86)  271.45   (m)          890.6    (f) LEVELING    3  
 DX4395
 DX4395.Superseded values are not recommended for survey control.
 DX4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4395.See file dsdata.txt to determine how the superseded data were derived.
 DX4395
 DX4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3873522963(NAD 83)
 DX4395
 DX4395  HISTORY     - Date     Condition        Report By
 DX4395  HISTORY     - 1967     MONUMENTED       CA-059
 DX4395
 DX4395                          STATION DESCRIPTION
 DX4395
 DX4395'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4395'TO REACH 6-8-13 FROM INTERSECTION OF EL TORO ROAD AND TRABUCO
 DX4395'ROAD GO NORTHEASTERLY ON EL TORO ROAD FOR 1.3 MILES TO A DIRT
 DX4395'ROAD ON THE RIGHT.  FOLLOW DIRT ROAD ALONG THE WEST SIDE OF A
 DX4395'EUCALYPTUS TREE ROW FOR 0.2 MILES.  STATION SITE IS ON TOP OF
 DX4395'HILL ON THE LEFT, A TEN MINUTE HIKE UP THE HILL FOLLOWING THE
 DX4395'RIDGE GOING WEST.
 DX4395'
 DX4395'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4395'STAMPED 6-8-13.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4517 ***********************************************************************
 DX4517  DESIGNATION -  6 8 31
 DX4517  PID         -  DX4517
 DX4517  STATE/COUNTY-  CA/ORANGE
 DX4517  USGS QUAD   -  LAGUNA BEACH (1981)
 DX4517
 DX4517                         *CURRENT SURVEY CONTROL
 DX4517  ___________________________________________________________________
 DX4517* NAD 83(1992)-  33 36 15.79096(N)    117 45 17.53891(W)     ADJUSTED  
 DX4517* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 DX4517  ___________________________________________________________________
 DX4517  EPOCH DATE  -        1991.35
 DX4517  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 DX4517  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DX4517  HORZ ORDER  -  SECOND
 DX4517
 DX4517.The horizontal coordinates were established by classical geodetic methods
 DX4517.and adjusted by the National Geodetic Survey in June 1996.
 DX4517.The horizontal coordinates are valid at the epoch date displayed above.
 DX4517.The epoch date for horizontal control is a decimal equivalence
 DX4517.of Year/Month/Day.
 DX4517
 DX4517.The orthometric height was scaled from a topographic map.
 DX4517
 DX4517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4517
 DX4517.The geoid height was determined by GEOID03.
 DX4517
 DX4517;                    North         East     Units Scale Factor Converg.
 DX4517;SPC CA 6     -   660,456.184 1,860,341.248   MT  0.99996524   -0 49 37.0
 DX4517;SPC CA 6     - 2,166,846.66  6,103,469.58   sFT  0.99996524   -0 49 37.0
 DX4517;UTM  11      - 3,718,547.875   429,966.922   MT  0.99966046   -0 25 04.1
 DX4517
 DX4517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4517!SPC CA 6     -   0.99997657  x   0.99996524  =   0.99994182
 DX4517!UTM  11      -   0.99997657  x   0.99966046  =   0.99963704
 DX4517
 DX4517:                Primary Azimuth Mark                     Grid Az
 DX4517:SPC CA 6     -  7 8 5                                    111 37 42.0
 DX4517:UTM  11      -  7 8 5                                    111 13 09.1
 DX4517
 DX4517|---------------------------------------------------------------------|
 DX4517| PID    Reference Object                     Distance      Geod. Az  |
 DX4517|                                                           dddmmss.s |
 DX4517| DX4359 7 8 5                               APPROX. 1.8 KM 1104805.0 |
 DX4517|---------------------------------------------------------------------|
 DX4517
 DX4517                          SUPERSEDED SURVEY CONTROL
 DX4517
 DX4517  NAD 83(1986)-  33 36 15.79024(N)    117 45 17.54079(W) AD(1984.00) 2
 DX4517  NAD 27      -  33 36 15.71180(N)    117 45 14.35280(W) AD(       ) 2
 DX4517
 DX4517.Superseded values are not recommended for survey control.
 DX4517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4517.See file dsdata.txt to determine how the superseded data were derived.
 DX4517
 DX4517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2996718548(NAD 83)
 DX4517
 DX4517  HISTORY     - Date     Condition        Report By
 DX4517  HISTORY     - 1968     MONUMENTED       CA-059
 DX4517
 DX4517                          STATION DESCRIPTION
 DX4517
 DX4517'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4517'TO REACH THE STATION FROM THE INTERSECTION OF EL TORO ROAD AND
 DX4517'THE SAN DIEGO FREEWAY, PROCEED WESTERLY ALONG EL TORO ROAD 2.8
 DX4517'MILES TO AN IRON GATE ON THE RIGHT, TURN RIGHT THRU THE GATE
 DX4517'AND GO 0.6 MILE TO A T IN THE ROAD, TURN LEFT AND GO 0.4 TO
 DX4517'A FORK, TURN RIGHT AND GO 0.1 MILE TO THE STATION SITE.
 DX4517'
 DX4517'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 6-8-31.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3379 ***********************************************************************
 EV3379  DESIGNATION -  6 A FMK
 EV3379  PID         -  EV3379
 EV3379  STATE/COUNTY-  CA/LOS ANGELES
 EV3379  USGS QUAD   -  BALDWIN PARK (1981)
 EV3379
 EV3379                         *CURRENT SURVEY CONTROL
 EV3379  ___________________________________________________________________
 EV3379* NAD 83(1986)-  34 06 59.     (N)    117 54 27.     (W)     SCALED    
 EV3379* NAVD 88     -       161.355  (meters)     529.38   (feet)  READJUSTED
 EV3379  ___________________________________________________________________
 EV3379  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EV3379  DYNAMIC HT  -         161.180 (meters)     528.80  (feet)  COMP
 EV3379  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 EV3379
 EV3379  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV3379
 EV3379.The horizontal coordinates were scaled from a topographic map and have
 EV3379.an estimated accuracy of +/- 6 seconds.
 EV3379
 EV3379.The orthometric height was determined by differential leveling
 EV3379.and adjusted in February 1993.
 EV3379.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV3379.distribution rate of 1.1 thru 2.0 mm/km.
 EV3379.The height was derived from older observations constrained to new
 EV3379.heights in a crustal motion area.  The height is approximate in
 EV3379.relation to other heights in its vicinity.
 EV3379
 EV3379.The geoid height was determined by GEOID03.
 EV3379
 EV3379.The dynamic height is computed by dividing the NAVD 88
 EV3379.geopotential number by the normal gravity value computed on the
 EV3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3379.degrees latitude (g = 980.6199 gals.).
 EV3379
 EV3379.The modeled gravity was interpolated from observed gravity values.
 EV3379
 EV3379;                    North         East    Units  Estimated Accuracy
 EV3379;SPC CA 5     -   568,380.    2,008,530.      MT  (+/- 180 meters Scaled)
 EV3379
 EV3379                          SUPERSEDED SURVEY CONTROL
 EV3379
 EV3379  NGVD 29 (??/??/92)  160.576  (m)          526.82   (f) ADJ UNCH    1 1
 EV3379
 EV3379.Superseded values are not recommended for survey control.
 EV3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3379.See file dsdata.txt to determine how the superseded data were derived.
 EV3379
 EV3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT163754(NAD 83)
 EV3379_MARKER: DS = TRIANGULATION STATION DISK
 EV3379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3379_SP_SET: BRIDGE
 EV3379_STAMPING: A 6 FMK 1974
 EV3379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3379
 EV3379  HISTORY     - Date     Condition        Report By
 EV3379  HISTORY     - 1974     MONUMENTED       USGS
 EV3379  HISTORY     - 1978     GOOD             NGS
 EV3379
 EV3379                          STATION DESCRIPTION
 EV3379
 EV3379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3379'AZUSA.
 EV3379'AT AZUSA, 0.2 MILE NORTH OF THE INTERSECTION OF GLADSTONE STREET AND
 EV3379'AZUSA AVENUE, IN TOP THE NORTH END OF EAST HEAD WALL FOR AZUSA AVENUE
 EV3379'BRIDGE OVER THE LITTLE DALTON WASH, 5 FT. EAST OF EAST CURB AZUSA
 EV3379'AVENUE, 0.4 FT. NORTH OF NORTH END EAST STEEL GUARD RAIL, 0.2 MILE
 EV3379'NORTH OF JUNCTION 13-15.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1190 ***********************************************************************
 HT1190  DESIGNATION -  6 B USN
 HT1190  PID         -  HT1190
 HT1190  STATE/COUNTY-  CA/SANTA CLARA
 HT1190  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1190
 HT1190                         *CURRENT SURVEY CONTROL
 HT1190  ___________________________________________________________________
 HT1190* NAD 83(1986)-  37 24 58.     (N)    122 02 52.     (W)     SCALED    
 HT1190* NAVD 88     -         4.76   (+/-2cm)      15.6    (feet)  VERTCON   
 HT1190  ___________________________________________________________________
 HT1190  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1190  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1190
 HT1190.The horizontal coordinates were scaled from a topographic map and have
 HT1190.an estimated accuracy of +/- 6 seconds.
 HT1190
 HT1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1190.The vertical order pertains to the NGVD 29 superseded value.
 HT1190
 HT1190.The geoid height was determined by GEOID03.
 HT1190
 HT1190;                    North         East    Units  Estimated Accuracy
 HT1190;SPC CA 3     -   602,800.    1,863,000.      MT  (+/- 180 meters Scaled)
 HT1190
 HT1190                          SUPERSEDED SURVEY CONTROL
 HT1190
 HT1190  NGVD 29 (??/??/92)    3.935  (m)           12.91   (f) ADJ UNCH    1 2
 HT1190
 HT1190.Superseded values are not recommended for survey control.
 HT1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1190.See file dsdata.txt to determine how the superseded data were derived.
 HT1190
 HT1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG842414(NAD 83)
 HT1190_MARKER: Z = SEE DESCRIPTION
 HT1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1190_STAMPING: 6 B
 HT1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1190+STABILITY: SURFACE MOTION
 HT1190
 HT1190  HISTORY     - Date     Condition        Report By
 HT1190  HISTORY     - UNK      MONUMENTED       DOD
 HT1190  HISTORY     - 1948     GOOD             NGS
 HT1190  HISTORY     - 1960     MARK NOT FOUND   NGS
 HT1190
 HT1190                          STATION DESCRIPTION
 HT1190
 HT1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HT1190'AT MOFFETT FIELD.
 HT1190'0.2 MILE NORTH OF NATS HANGAR, 66.8 FEET NORTH OF CENTER LINE
 HT1190'OF ROAD AT A CURVE, 30.7 FEET SOUTHEAST OF A CONCRETE STRUCTURE
 HT1190'APPERANTLY AN OLD BRIDGE, 2.6 FEET NORTH OF A WHITE WOODEN
 HT1190'WITNESS POST, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 HT1190'A BRASS PLUG SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 HT1190'GROUND.
 HT1190
 HT1190                          STATION RECOVERY (1960)
 HT1190
 HT1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HT1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0621 ***********************************************************************
 KS0621  DESIGNATION -  6 CAHD
 KS0621  PID         -  KS0621
 KS0621  STATE/COUNTY-  CA/BUTTE
 KS0621  USGS QUAD   -  PULGA (1994)
 KS0621
 KS0621                         *CURRENT SURVEY CONTROL
 KS0621  ___________________________________________________________________
 KS0621* NAD 83(1986)-  39 45 42.     (N)    121 28 33.     (W)     SCALED    
 KS0621* NAVD 88     -       632.735  (meters)    2075.90   (feet)  ADJUSTED  
 KS0621  ___________________________________________________________________
 KS0621  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KS0621  DYNAMIC HT  -         632.306 (meters)    2074.49  (feet)  COMP
 KS0621  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 KS0621
 KS0621  VERT ORDER  -  FIRST     CLASS II
 KS0621
 KS0621.The horizontal coordinates were scaled from a topographic map and have
 KS0621.an estimated accuracy of +/- 6 seconds.
 KS0621
 KS0621.The orthometric height was determined by differential leveling
 KS0621.and adjusted in June 1991.
 KS0621
 KS0621.The geoid height was determined by GEOID03.
 KS0621
 KS0621.The dynamic height is computed by dividing the NAVD 88
 KS0621.geopotential number by the normal gravity value computed on the
 KS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0621.degrees latitude (g = 980.6199 gals.).
 KS0621
 KS0621.The modeled gravity was interpolated from observed gravity values.
 KS0621
 KS0621;                    North         East    Units  Estimated Accuracy
 KS0621;SPC CA 2     -   732,690.    2,044,920.      MT  (+/- 180 meters Scaled)
 KS0621
 KS0621                          SUPERSEDED SURVEY CONTROL
 KS0621
 KS0621  NGVD 29 (??/??/??)  631.978  (m)         2073.41   (f) ADJUSTED    1 2
 KS0621
 KS0621.Superseded values are not recommended for survey control.
 KS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0621.See file dsdata.txt to determine how the superseded data were derived.
 KS0621
 KS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK305024(NAD 83)
 KS0621_MARKER: DD = SURVEY DISK
 KS0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0621_SP_SET: CULVERT
 KS0621_STAMPING: 20 A
 KS0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0621
 KS0621  HISTORY     - Date     Condition        Report By
 KS0621  HISTORY     - UNK      MONUMENTED       CADH
 KS0621  HISTORY     - 1952     GOOD             NGS
 KS0621  HISTORY     - 1974     GOOD             USGS
 KS0621  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0621
 KS0621                          STATION DESCRIPTION
 KS0621
 KS0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0621'4.2 MI SW FROM PULGA.
 KS0621'0.65 MILES SOUTH ALONG PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0621'PULGA, THENCE 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 24, IN
 KS0621'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 KS0621'OF A SQUARE CONCRETE BOX CULVERT NO. C 115+95, 16 1/2 FEET
 KS0621'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.2 FOOT SOUTHWEST
 KS0621'OF THE NORTHEAST EDGE OF A CONCRETE HEADWALL, ABOUT LEVEL WITH THE
 KS0621'HIGHWAY.  NOTE-- THE HEADWALL WAS SMASHED BY LANDSLIDE MULITATING
 KS0621'THE DISK, ONE-HALF OF DISK IS GONE.  1956 STATE HIGHWAY 24 IS
 KS0621'NOW U.S. HIGHWAY 40 ALTERNATE.  THE ONLY VISIBLE NUMBERS OF
 KS0621'THE STAMPING ARE 20.  THE DISK IS SOLID.  NOTE-- 1974, HIGHWAY 40
 KS0621'IS NOW STATE HIGHWAY 70.
 KS0621
 KS0621                          STATION RECOVERY (1974)
 KS0621
 KS0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0621'RECOVERED IN GOOD CONDITION.
 KS0621
 KS0621                          STATION RECOVERY (2004)
 KS0621
 KS0621'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0970 ***********************************************************************
 HR0970  DESIGNATION -  6 DOR
 HR0970  PID         -  HR0970
 HR0970  STATE/COUNTY-  CA/MONO
 HR0970  USGS QUAD   -  CONVICT LAKE (1994)
 HR0970
 HR0970                         *CURRENT SURVEY CONTROL
 HR0970  ___________________________________________________________________
 HR0970* NAD 83(1986)-  37 35 10.     (N)    118 47 03.     (W)     SCALED    
 HR0970* NAVD 88     -      2110.323  (meters)    6923.62   (feet)  ADJUSTED  
 HR0970  ___________________________________________________________________
 HR0970  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 HR0970  DYNAMIC HT  -        2107.668 (meters)    6914.91  (feet)  COMP
 HR0970  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 HR0970  OBS GRAVITY -     979,299.2   (mgal)                       GRAV_OBS
 HR0970
 HR0970  VERT ORDER  -  FIRST     CLASS I
 HR0970
 HR0970.The horizontal coordinates were scaled from a topographic map and have
 HR0970.an estimated accuracy of +/- 6 seconds.
 HR0970
 HR0970.The orthometric height was determined by differential leveling
 HR0970.and adjusted in June 1991.
 HR0970
 HR0970.The geoid height was determined by GEOID03.
 HR0970
 HR0970.The dynamic height is computed by dividing the NAVD 88
 HR0970.geopotential number by the normal gravity value computed on the
 HR0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0970.degrees latitude (g = 980.6199 gals.).
 HR0970
 HR0970.The modeled gravity was interpolated from observed gravity values.
 HR0970.The observed gravity was obtained from relative gravimeter ties
 HR0970.to the IGSN71 gravity network.
 HR0970
 HR0970;                    North         East    Units  Estimated Accuracy
 HR0970;SPC CA 3     -   621,930.    2,151,530.      MT  (+/- 180 meters Scaled)
 HR0970
 HR0970                          SUPERSEDED SURVEY CONTROL
 HR0970
 HR0970.No superseded survey control is available for this station.
 HR0970
 HR0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB424613(NAD 83)
 HR0970_MARKER: DD = SURVEY DISK
 HR0970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HR0970_SP_SET: RETAINING WALL
 HR0970_STAMPING: 6 DOR 1975
 HR0970_MARK LOGO: USGS  
 HR0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0970+STABILITY: SURFACE MOTION
 HR0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0970+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0970
 HR0970  HISTORY     - Date     Condition        Report By
 HR0970  HISTORY     - 1975     MONUMENTED       USGS
 HR0970  HISTORY     - 1985     GOOD             USGS
 HR0970  HISTORY     - 1986     GOOD             NGS
 HR0970  HISTORY     - 1987     GOOD             NGS
 HR0970  HISTORY     - 19881009 GOOD             NGS
 HR0970
 HR0970                          STATION DESCRIPTION
 HR0970
 HR0970'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0970'RECOVERED IN GOOD CONDITION.
 HR0970
 HR0970                          STATION RECOVERY (1986)
 HR0970
 HR0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0970'10.7 KM (6.65 MI) NW FROM TOMS PLACE.
 HR0970'10.7 KM (6.6 MI) NORTHWEST ALONG LAKE CROWLEY DRIVE (OLD US HIGHWAY
 HR0970'395) FROM THE BRIDGE OVER ROCK CREEK AT TOMS PLACE, IN TOP OF THE WEST
 HR0970'WINGWALL OF THE BRIDGE OVER MCGEE CREEK AND 0.2 METER (0.7 FT)
 HR0970'SOUTHWEST OF A WOOD GUARDRAIL.
 HR0970'THE MARK IS 0.3 M BELOW THE DRIVE.
 HR0970
 HR0970                          STATION RECOVERY (1987)
 HR0970
 HR0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0970'RECOVERED IN GOOD CONDITION.
 HR0970
 HR0970                          STATION RECOVERY (1988)
 HR0970
 HR0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1023 ***********************************************************************
 DB1023  DESIGNATION -  6 DOR USGS
 DB1023  PID         -  DB1023
 DB1023  STATE/COUNTY-  CA/IMPERIAL
 DB1023  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB1023
 DB1023                         *CURRENT SURVEY CONTROL
 DB1023  ___________________________________________________________________
 DB1023* NAD 83(1986)-  32 40 55.     (N)    115 40 59.     (W)     SCALED    
 DB1023* NAVD 88     -        -3.270  (meters)     -10.73   (feet)  READJUSTED
 DB1023  ___________________________________________________________________
 DB1023  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB1023  DYNAMIC HT  -          -3.270 (meters)     -10.73  (feet)  COMP
 DB1023  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DB1023
 DB1023  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB1023
 DB1023.The horizontal coordinates were scaled from a topographic map and have
 DB1023.an estimated accuracy of +/- 6 seconds.
 DB1023
 DB1023.The orthometric height was determined by differential leveling
 DB1023.and adjusted in January 1995.
 DB1023.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB1023.distribution rate of 0.0 thru 1.0 mm/km.
 DB1023.The height was derived from older observations constrained to new
 DB1023.heights in a crustal motion area.  The height is approximate in
 DB1023.relation to other heights in its vicinity.
 DB1023
 DB1023.The geoid height was determined by GEOID03.
 DB1023
 DB1023.The dynamic height is computed by dividing the NAVD 88
 DB1023.geopotential number by the normal gravity value computed on the
 DB1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1023.degrees latitude (g = 980.6199 gals.).
 DB1023
 DB1023.The modeled gravity was interpolated from observed gravity values.
 DB1023
 DB1023;                    North         East    Units  Estimated Accuracy
 DB1023;SPC CA 6     -   557,290.    2,053,170.      MT  (+/- 180 meters Scaled)
 DB1023
 DB1023                          SUPERSEDED SURVEY CONTROL
 DB1023
 DB1023  NAVD 88 (02/01/93)   -3.262  (m)          -10.70   (f) UNKNOWN     1 1
 DB1023  NGVD 29 (??/??/92)   -3.997  (m)          -13.11   (f) ADJ UNCH    1 1
 DB1023
 DB1023.Superseded values are not recommended for survey control.
 DB1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1023.See file dsdata.txt to determine how the superseded data were derived.
 DB1023
 DB1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS234167(NAD 83)
 DB1023_MARKER: DB = BENCH MARK DISK
 DB1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1023_SP_SET: WINGWALL
 DB1023_STAMPING: 6 DOR 1978
 DB1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1023
 DB1023  HISTORY     - Date     Condition        Report By
 DB1023  HISTORY     - 1978     MONUMENTED       USGS
 DB1023
 DB1023                          STATION DESCRIPTION
 DB1023
 DB1023'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 DB1023'7.5 MI SOUTH FROM SEELEY.
 DB1023'SEELEY AT EVAN HEWES HIGHWAY, 6.6 MILES SOUTH OF ALONG DREW ROAD TO
 DB1023'FISHER ROAD, THEN 0.5 MILE WEST TO CHECK IN WORMWOOD CANAL, THEN 1.47
 DB1023'MILES SOUTH ALONG WEST SIDE OF WORMWOOD CANAL TO WORMWOOD CHECK, JUST
 DB1023'NORTH OF LATERAL 14 A, 0.7 FT. NORTHEAST OF CHISLED SQUARE 69-E, IN
 DB1023'SOUTH SIDE OF WEST CONCRETE WINGWALL OF WORMWOOD CHECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6141 ***********************************************************************
 EW6141  DESIGNATION -  6 E 2 USN
 EW6141  PID         -  EW6141
 EW6141  STATE/COUNTY-  CA/VENTURA
 EW6141  USGS QUAD   -  POINT MUGU (1967)
 EW6141
 EW6141                         *CURRENT SURVEY CONTROL
 EW6141  ___________________________________________________________________
 EW6141* NAD 83(1986)-  34 06 55.     (N)    119 07 38.     (W)     SCALED    
 EW6141* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 EW6141  ___________________________________________________________________
 EW6141  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EW6141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6141
 EW6141.The horizontal coordinates were scaled from a topographic map and have
 EW6141.an estimated accuracy of +/- 6 seconds.
 EW6141
 EW6141.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6141.The vertical order pertains to the NGVD 29 superseded value.
 EW6141
 EW6141.The geoid height was determined by GEOID03.
 EW6141
 EW6141;                    North         East    Units  Estimated Accuracy
 EW6141;SPC CA 5     -   568,830.    1,896,010.      MT  (+/- 180 meters Scaled)
 EW6141
 EW6141                          SUPERSEDED SURVEY CONTROL
 EW6141
 EW6141  NGVD 29 (??/??/92)    1.555  (m)            5.10   (f) ADJ UNCH    2 0
 EW6141
 EW6141.Superseded values are not recommended for survey control.
 EW6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6141.See file dsdata.txt to determine how the superseded data were derived.
 EW6141
 EW6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT038769(NAD 83)
 EW6141_MARKER: Z = SEE DESCRIPTION
 EW6141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW6141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6141+STABILITY: SURFACE MOTION
 EW6141
 EW6141  HISTORY     - Date     Condition        Report By
 EW6141  HISTORY     - UNK      MONUMENTED       DOD
 EW6141  HISTORY     - 1951     GOOD             NGS
 EW6141  HISTORY     - 1959     GOOD             NGS
 EW6141
 EW6141                          STATION DESCRIPTION
 EW6141
 EW6141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EW6141'AT POINT MUGU.
 EW6141'AT POINT MUGU, AT THE U.S. NAVAL AIR MISSILE TEST CENTER, ABOUT
 EW6141'2 MILES EAST OF GATE 5, 0.9 MILE WEST OF THE HANGAR AND CONTROL
 EW6141'TOWER, 0.2 MILE WEST OF THE PROPOSED JUNCTION OF M AVENUE AND
 EW6141'14TH. STREET, NEAR THE SOUTHWEST END OF THE PROPOSED
 EW6141'NORTHEAST-SOUTHWEST RUNWAY, AT A RIGHT-ANGLE TURN OF THE
 EW6141'BOUNDARY FENCE, ABOUT HALFWAY BETWEEN TWO FENCE CORNER POSTS,
 EW6141'ABOUT HALFWAY BETWEEN TWO BLACK AND YELLOW WITNESS POSTS, ON
 EW6141'THE SOUTH BANK OF A CANAL, 9 FEET NORTHEAST OF THE CENTER LINE
 EW6141'OF A DIRT ROAD, 0.8 FOOT SOUTHWEST OF A FENCE, ABOUT LEVEL WITH
 EW6141'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 EW6141'FOOT ABOVE THE GROUND.
 EW6141
 EW6141                          STATION RECOVERY (1959)
 EW6141
 EW6141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EW6141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4431 ***********************************************************************
 EW4431  DESIGNATION -  6 E 20
 EW4431  PID         -  EW4431
 EW4431  STATE/COUNTY-  CA/LOS ANGELES
 EW4431  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4431
 EW4431                         *CURRENT SURVEY CONTROL
 EW4431  ___________________________________________________________________
 EW4431* NAD 83(1986)-  34 15 00.     (N)    118 36 23.     (W)     SCALED    
 EW4431* NAVD 88     -       285.474  (meters)     936.59   (feet)  ADJUSTED  
 EW4431  ___________________________________________________________________
 EW4431  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EW4431  DYNAMIC HT  -         285.168 (meters)     935.59  (feet)  COMP
 EW4431  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 EW4431
 EW4431  VERT ORDER  -  FIRST     CLASS I
 EW4431
 EW4431.The horizontal coordinates were scaled from a topographic map and have
 EW4431.an estimated accuracy of +/- 6 seconds.
 EW4431
 EW4431.The orthometric height was determined by differential leveling
 EW4431.and adjusted in June 1995.
 EW4431
 EW4431.The geoid height was determined by GEOID03.
 EW4431
 EW4431.The dynamic height is computed by dividing the NAVD 88
 EW4431.geopotential number by the normal gravity value computed on the
 EW4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4431.degrees latitude (g = 980.6199 gals.).
 EW4431
 EW4431.The modeled gravity was interpolated from observed gravity values.
 EW4431
 EW4431;                    North         East    Units  Estimated Accuracy
 EW4431;SPC CA 5     -   583,360.    1,944,150.      MT  (+/- 180 meters Scaled)
 EW4431
 EW4431                          SUPERSEDED SURVEY CONTROL
 EW4431
 EW4431  NAVD 88 (10/28/92)  285.271  (m)          935.93   (f) UNKNOWN     1 1
 EW4431  NGVD 29 (??/??/92)  284.477  (m)          933.32   (f) ADJ UNCH    1 1
 EW4431
 EW4431.Superseded values are not recommended for survey control.
 EW4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4431.See file dsdata.txt to determine how the superseded data were derived.
 EW4431
 EW4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520910(NAD 83)
 EW4431_MARKER: DD = SURVEY DISK
 EW4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4431_SP_SET: CONCRETE POST
 EW4431_STAMPING: 6-E-20 1940
 EW4431_MARK LOGO: CA1980
 EW4431_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4431+STABILITY: SURFACE MOTION
 EW4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4431+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1994
 EW4431
 EW4431  HISTORY     - Date     Condition        Report By
 EW4431  HISTORY     - 1940     MONUMENTED       CA1980
 EW4431  HISTORY     - 1968     GOOD             CA1980
 EW4431  HISTORY     - 1974     GOOD             CA1980
 EW4431  HISTORY     - 1978     GOOD             NGS
 EW4431  HISTORY     - 19890516 GOOD             NGS
 EW4431  HISTORY     - 19940612 GOOD             NGS
 EW4431
 EW4431                          STATION DESCRIPTION
 EW4431
 EW4431'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4431'AT CHATSWORTH.
 EW4431'STANDARD TRAVERSE MONUMENT CHATSWORTH L-7B, STAMPED 6-E-20 1940,
 EW4431'ON THE CENTER LINE INTERSECTION OF TOPANGA CANYON BOULEVARD AND
 EW4431'LASSEN STREET.
 EW4431
 EW4431                          STATION RECOVERY (1974)
 EW4431
 EW4431'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4431'RECOVERED IN GOOD CONDITION.
 EW4431
 EW4431                          STATION RECOVERY (1978)
 EW4431
 EW4431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4431'0.5 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4431'DEVONSHIRE STREET AT CHATSWORTH, IN THE CENTER LINE OF THE JUNCTION OF
 EW4431'THE BOULEVARD AND LASSEN STREET, UNDER A CITY OF LOS ENGINEERS
 EW4431'CAST IRON CAP.
 EW4431
 EW4431                          STATION RECOVERY (1989)
 EW4431
 EW4431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4431'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 M
 EW4431'(1.0 FT) BELOW THE LEVEL OF THE STREET.
 EW4431
 EW4431                          STATION RECOVERY (1994)
 EW4431
 EW4431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4431'IN CHATSWORTH, AT THE INTERSECTION OF STATE HIGHWAY 27 (TOPANGA CANYON
 EW4431'BOULEVARD) AND LASSEN STREET, NEAR THE CENTER OF THE INTERSECTION, 8.3
 EW4431'M (27.2 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4431'HIGHWAY, 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4431'LANES OF THE HIGHWAY, ON THE CENTER OF THE STREET, AND THE MONUMENT IS
 EW4431'RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 EW4431'TO THE DATUM POINT IS THROUGH A 5-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4791 ***********************************************************************
 EW4791  DESIGNATION -  6 E 22 C OF LA
 EW4791  PID         -  EW4791
 EW4791  STATE/COUNTY-  CA/LOS ANGELES
 EW4791  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4791
 EW4791                         *CURRENT SURVEY CONTROL
 EW4791  ___________________________________________________________________
 EW4791* NAD 83(1986)-  34 15 24.     (N)    118 35 49.     (W)     SCALED    
 EW4791* NAVD 88     -       298.29   (+/-2cm)     978.6    (feet)  VERTCON   
 EW4791  ___________________________________________________________________
 EW4791  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4791  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4791
 EW4791.The horizontal coordinates were scaled from a topographic map and have
 EW4791.an estimated accuracy of +/- 6 seconds.
 EW4791
 EW4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4791.The vertical order pertains to the NGVD 29 superseded value.
 EW4791
 EW4791.The geoid height was determined by GEOID03.
 EW4791
 EW4791;                    North         East    Units  Estimated Accuracy
 EW4791;SPC CA 5     -   584,100.    1,945,020.      MT  (+/- 180 meters Scaled)
 EW4791
 EW4791                          SUPERSEDED SURVEY CONTROL
 EW4791
 EW4791  NGVD 29 (??/??/92)  297.496  (m)          976.03   (f) ADJ UNCH    1 1
 EW4791
 EW4791.Superseded values are not recommended for survey control.
 EW4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4791.See file dsdata.txt to determine how the superseded data were derived.
 EW4791
 EW4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT529917(NAD 83)
 EW4791_MARKER: Z = SEE DESCRIPTION
 EW4791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4791_STAMPING: 6-E-22 1939
 EW4791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4791+STABILITY: SURFACE MOTION
 EW4791
 EW4791  HISTORY     - Date     Condition        Report By
 EW4791  HISTORY     - 1939     MONUMENTED       CA1980
 EW4791  HISTORY     - 1968     GOOD             CA1980
 EW4791  HISTORY     - 1971     GOOD             CA1980
 EW4791
 EW4791                          STATION DESCRIPTION
 EW4791
 EW4791'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4791'AT CHATSWORTH.
 EW4791'STANDARD TRAVERSE MONUMENT ZELZAH A-6B, STAMPED 6-E-22 1939,
 EW4791'ON THE CENTER LINE INTERSECTION OF DEVONSHIRE STREET AND CANOGA
 EW4791'AVENUE.
 EW4791
 EW4791                          STATION RECOVERY (1971)
 EW4791
 EW4791'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4796 ***********************************************************************
 EW4796  DESIGNATION -  6 E 24 C OF LA
 EW4796  PID         -  EW4796
 EW4796  STATE/COUNTY-  CA/LOS ANGELES
 EW4796  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4796
 EW4796                         *CURRENT SURVEY CONTROL
 EW4796  ___________________________________________________________________
 EW4796* NAD 83(1986)-  34 15 26.     (N)    118 35 18.     (W)     SCALED    
 EW4796* NAVD 88     -       291.15   (+/-2cm)     955.2    (feet)  VERTCON   
 EW4796  ___________________________________________________________________
 EW4796  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4796  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4796
 EW4796.The horizontal coordinates were scaled from a topographic map and have
 EW4796.an estimated accuracy of +/- 6 seconds.
 EW4796
 EW4796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4796.The vertical order pertains to the NGVD 29 superseded value.
 EW4796
 EW4796.The geoid height was determined by GEOID03.
 EW4796
 EW4796;                    North         East    Units  Estimated Accuracy
 EW4796;SPC CA 5     -   584,150.    1,945,810.      MT  (+/- 180 meters Scaled)
 EW4796
 EW4796                          SUPERSEDED SURVEY CONTROL
 EW4796
 EW4796  NGVD 29 (??/??/92)  290.354  (m)          952.60   (f) ADJ UNCH    1 1
 EW4796
 EW4796.Superseded values are not recommended for survey control.
 EW4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4796.See file dsdata.txt to determine how the superseded data were derived.
 EW4796
 EW4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT537918(NAD 83)
 EW4796_MARKER: Z = SEE DESCRIPTION
 EW4796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4796_STAMPING: 6-E-24 1939
 EW4796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4796+STABILITY: SURFACE MOTION
 EW4796
 EW4796  HISTORY     - Date     Condition        Report By
 EW4796  HISTORY     - 1939     MONUMENTED       CA1980
 EW4796  HISTORY     - 1968     GOOD             CA1980
 EW4796  HISTORY     - 1974     GOOD             CA1980
 EW4796
 EW4796                          STATION DESCRIPTION
 EW4796
 EW4796'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4796'AT CHATSWORTH.
 EW4796'STANDARD TRAVERSE MONUMENT ZELZAH B-6B, STAMPED 6-E-24 1939, ON
 EW4796'THE CENTER LINE OF DEVONSHIRE STREET, 0.13 OF A MILE EAST OF THE
 EW4796'CENTER LINE OF INDEPENDENCE AVENUE.
 EW4796
 EW4796                          STATION RECOVERY (1974)
 EW4796
 EW4796'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1001 ***********************************************************************
 HR1001  DESIGNATION -  6 EGE
 HR1001  PID         -  HR1001
 HR1001  STATE/COUNTY-  CA/MONO
 HR1001  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1001
 HR1001                         *CURRENT SURVEY CONTROL
 HR1001  ___________________________________________________________________
 HR1001* NAD 83(1986)-  37 38 48.     (N)    118 54 57.     (W)     SCALED    
 HR1001* NAVD 88     -      2236.771  (meters)    7338.47   (feet)  ADJUSTED  
 HR1001  ___________________________________________________________________
 HR1001  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HR1001  DYNAMIC HT  -        2233.891 (meters)    7329.02  (feet)  COMP
 HR1001  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 HR1001
 HR1001  VERT ORDER  -  FIRST     CLASS I
 HR1001
 HR1001.The horizontal coordinates were scaled from a topographic map and have
 HR1001.an estimated accuracy of +/- 6 seconds.
 HR1001
 HR1001.The orthometric height was determined by differential leveling
 HR1001.and adjusted in June 1991.
 HR1001
 HR1001.The geoid height was determined by GEOID03.
 HR1001
 HR1001.The dynamic height is computed by dividing the NAVD 88
 HR1001.geopotential number by the normal gravity value computed on the
 HR1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1001.degrees latitude (g = 980.6199 gals.).
 HR1001
 HR1001.The modeled gravity was interpolated from observed gravity values.
 HR1001
 HR1001;                    North         East    Units  Estimated Accuracy
 HR1001;SPC CA 3     -   628,440.    2,139,790.      MT  (+/- 180 meters Scaled)
 HR1001
 HR1001                          SUPERSEDED SURVEY CONTROL
 HR1001
 HR1001.No superseded survey control is available for this station.
 HR1001
 HR1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB309683(NAD 83)
 HR1001_MARKER: DE = TRAVERSE STATION DISK
 HR1001_SETTING: 66 = SET IN ROCK OUTCROP
 HR1001_SP_SET: BEDROCK
 HR1001_STAMPING: 6 EGE 1983
 HR1001_MARK LOGO: USGS  
 HR1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1001+STABILITY: POSITION/ELEVATION WELL
 HR1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1001+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1001
 HR1001  HISTORY     - Date     Condition        Report By
 HR1001  HISTORY     - 1983     MONUMENTED       USGS
 HR1001  HISTORY     - 1985     GOOD             USGS
 HR1001  HISTORY     - 1986     GOOD             NGS
 HR1001  HISTORY     - 1987     GOOD             NGS
 HR1001  HISTORY     - 19881009 GOOD             NGS
 HR1001  HISTORY     - 19910816 GOOD             NGS
 HR1001
 HR1001                          STATION DESCRIPTION
 HR1001
 HR1001'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1001'RECOVERED IN GOOD CONDITION.
 HR1001
 HR1001                          STATION RECOVERY (1986)
 HR1001
 HR1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1001'6.4 KM (4.0 MI) EAST FROM MAMMOTH LAKES.
 HR1001'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 HR1001'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1001'MAMMOTH LAKES, THENCE 0.66 KM (0.41 MI) NORTHWEST ALONG OLD US HIGHWAY
 HR1001'395, AT THE SOUTHEAST END OF A CUT, IN TOP OF AN EXPOSED BEDROCK LEDGE
 HR1001'ON TOP OF THE CUT, 13.4 METERS (44 FT) NORTHEAST OF THE CENTER OF THE
 HR1001'HIGHWAY AND 12.8 METERS (42 FT) NORTHWEST OF A 24-INCH PINE TREE.
 HR1001
 HR1001                          STATION RECOVERY (1987)
 HR1001
 HR1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1001'RECOVERED IN GOOD CONDITION.
 HR1001
 HR1001                          STATION RECOVERY (1988)
 HR1001
 HR1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1001'RECOVERED IN GOOD CONDITION.
 HR1001
 HR1001                          STATION RECOVERY (1991)
 HR1001
 HR1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1001'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1001'IN MAMMOTH LAKES, THENCE 0.7 KM (0.4 MI) NORTHWESTERLY ALONG OLD U.S.
 HR1001'HIGHWAY 395, IN A 7 BY 9 FOOT EXPOSED AREA OF BEDROCK AT THE
 HR1001'SOUTHEAST END OF A HIGHWAY CUT, 13.4 M (44.0 FT) NORTHEAST OF THE
 HR1001'CENTER OF THE HIGHWAY, 12.8 M (42.0 FT) NORTHWEST OF A 24-INCH PINE
 HR1001'TREE, 1.2 M (3.9 FT) NORTH OF THE SOUTH EDGE OF THE BEDROCK, AND 6.0
 HR1001'M (19.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4800 ***********************************************************************
 EW4800  DESIGNATION -  6 F 20 C OF LA
 EW4800  PID         -  EW4800
 EW4800  STATE/COUNTY-  CA/LOS ANGELES
 EW4800  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4800
 EW4800                         *CURRENT SURVEY CONTROL
 EW4800  ___________________________________________________________________
 EW4800* NAD 83(1986)-  34 15 24.     (N)    118 34 47.     (W)     SCALED    
 EW4800* NAVD 88     -       291.87   (+/-2cm)     957.6    (feet)  VERTCON   
 EW4800  ___________________________________________________________________
 EW4800  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4800  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4800
 EW4800.The horizontal coordinates were scaled from a topographic map and have
 EW4800.an estimated accuracy of +/- 6 seconds.
 EW4800
 EW4800.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4800.The vertical order pertains to the NGVD 29 superseded value.
 EW4800
 EW4800.The geoid height was determined by GEOID03.
 EW4800
 EW4800;                    North         East    Units  Estimated Accuracy
 EW4800;SPC CA 5     -   584,090.    1,946,610.      MT  (+/- 180 meters Scaled)
 EW4800
 EW4800                          SUPERSEDED SURVEY CONTROL
 EW4800
 EW4800  NGVD 29 (??/??/92)  291.065  (m)          954.94   (f) ADJ UNCH    1 1
 EW4800
 EW4800.Superseded values are not recommended for survey control.
 EW4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4800.See file dsdata.txt to determine how the superseded data were derived.
 EW4800
 EW4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT545917(NAD 83)
 EW4800_MARKER: Z = SEE DESCRIPTION
 EW4800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4800_STAMPING: 6-F-20 1939
 EW4800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4800+STABILITY: SURFACE MOTION
 EW4800
 EW4800  HISTORY     - Date     Condition        Report By
 EW4800  HISTORY     - 1939     MONUMENTED       CA1980
 EW4800  HISTORY     - 1969     GOOD             CA1980
 EW4800  HISTORY     - 1974     GOOD             CA1980
 EW4800
 EW4800                          STATION DESCRIPTION
 EW4800
 EW4800'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW4800'AT LOS ANGELES.
 EW4800'STANDARD TRAVERSE MONUMENT ZELZAH C-6B, STAMPED 6-F-20 1939, ON
 EW4800'THE CENTER LINE INTERSECTION OF DEVONSHIRE BOULEVARD AND MASON
 EW4800'AVENUE.
 EW4800
 EW4800                          STATION RECOVERY (1974)
 EW4800
 EW4800'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4804 ***********************************************************************
 EW4804  DESIGNATION -  6 F 21 C OF LA
 EW4804  PID         -  EW4804
 EW4804  STATE/COUNTY-  CA/LOS ANGELES
 EW4804  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4804
 EW4804                         *CURRENT SURVEY CONTROL
 EW4804  ___________________________________________________________________
 EW4804* NAD 83(1986)-  34 15 25.     (N)    118 34 15.     (W)     SCALED    
 EW4804* NAVD 88     -       290.11   (+/-2cm)     951.8    (feet)  VERTCON   
 EW4804  ___________________________________________________________________
 EW4804  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4804  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4804
 EW4804.The horizontal coordinates were scaled from a topographic map and have
 EW4804.an estimated accuracy of +/- 6 seconds.
 EW4804
 EW4804.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4804.The vertical order pertains to the NGVD 29 superseded value.
 EW4804
 EW4804.The geoid height was determined by GEOID03.
 EW4804
 EW4804;                    North         East    Units  Estimated Accuracy
 EW4804;SPC CA 5     -   584,110.    1,947,430.      MT  (+/- 180 meters Scaled)
 EW4804
 EW4804                          SUPERSEDED SURVEY CONTROL
 EW4804
 EW4804  NGVD 29 (??/??/92)  289.311  (m)          949.18   (f) ADJ UNCH    1 1
 EW4804
 EW4804.Superseded values are not recommended for survey control.
 EW4804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4804.See file dsdata.txt to determine how the superseded data were derived.
 EW4804
 EW4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT553917(NAD 83)
 EW4804_MARKER: Z = SEE DESCRIPTION
 EW4804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4804_STAMPING: 6-F-21 1939
 EW4804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4804+STABILITY: SURFACE MOTION
 EW4804
 EW4804  HISTORY     - Date     Condition        Report By
 EW4804  HISTORY     - 1939     MONUMENTED       CA1980
 EW4804  HISTORY     - 1968     GOOD             CA1980
 EW4804  HISTORY     - 1974     GOOD             CA1980
 EW4804
 EW4804                          STATION DESCRIPTION
 EW4804
 EW4804'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4804'AT LOS ANGELES.
 EW4804'STANDARD TRAVERSE MONUMENT ZELZAH D-6B, STAMPED 6-F-21 1939, ON
 EW4804'THE CENTER LINE INTERSECTION OF DEVONSHIRE STREET AND WINNETKA
 EW4804'AVENUE TO THE SOUTH.
 EW4804
 EW4804                          STATION RECOVERY (1974)
 EW4804
 EW4804'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4806 ***********************************************************************
 EW4806  DESIGNATION -  6 F 22 C OF LA
 EW4806  PID         -  EW4806
 EW4806  STATE/COUNTY-  CA/LOS ANGELES
 EW4806  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4806
 EW4806                         *CURRENT SURVEY CONTROL
 EW4806  ___________________________________________________________________
 EW4806* NAD 83(1986)-  34 15 24.     (N)    118 34 00.     (W)     SCALED    
 EW4806* NAVD 88     -       293.61   (+/-2cm)     963.3    (feet)  VERTCON   
 EW4806  ___________________________________________________________________
 EW4806  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4806  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4806
 EW4806.The horizontal coordinates were scaled from a topographic map and have
 EW4806.an estimated accuracy of +/- 6 seconds.
 EW4806
 EW4806.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4806.The vertical order pertains to the NGVD 29 superseded value.
 EW4806
 EW4806.The geoid height was determined by GEOID03.
 EW4806
 EW4806;                    North         East    Units  Estimated Accuracy
 EW4806;SPC CA 5     -   584,080.    1,947,810.      MT  (+/- 180 meters Scaled)
 EW4806
 EW4806                          SUPERSEDED SURVEY CONTROL
 EW4806
 EW4806  NGVD 29 (??/??/92)  292.810  (m)          960.66   (f) ADJ UNCH    1 1
 EW4806
 EW4806.Superseded values are not recommended for survey control.
 EW4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4806.See file dsdata.txt to determine how the superseded data were derived.
 EW4806
 EW4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT557917(NAD 83)
 EW4806_MARKER: Z = SEE DESCRIPTION
 EW4806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4806_STAMPING: 6-F-22 1938
 EW4806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4806+STABILITY: SURFACE MOTION
 EW4806
 EW4806  HISTORY     - Date     Condition        Report By
 EW4806  HISTORY     - 1938     MONUMENTED       CA1980
 EW4806  HISTORY     - 1968     GOOD             CA1980
 EW4806  HISTORY     - 1974     GOOD             CA1980
 EW4806
 EW4806                          STATION DESCRIPTION
 EW4806
 EW4806'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4806'AT LOS ANGELES.
 EW4806'STANDARD TRAVERSE MONUMENT ZELZAH E-6B, STAMPED 6-F-22 1938,
 EW4806'ON THE CENTER LINE OF DEVONSHIRE STREET, 0.24 OF A MILE EAST OF
 EW4806'WINNETKA AVENUE TO THE SOUTH, 83 FEET WEST OF OAKDALE AVENUE.
 EW4806
 EW4806                          STATION RECOVERY (1974)
 EW4806
 EW4806'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4808 ***********************************************************************
 EW4808  DESIGNATION -  6 F 23 C OF LA
 EW4808  PID         -  EW4808
 EW4808  STATE/COUNTY-  CA/LOS ANGELES
 EW4808  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4808
 EW4808                         *CURRENT SURVEY CONTROL
 EW4808  ___________________________________________________________________
 EW4808* NAD 83(1986)-  34 15 25.     (N)    118 33 42.     (W)     SCALED    
 EW4808* NAVD 88     -       295.23   (+/-2cm)     968.6    (feet)  VERTCON   
 EW4808  ___________________________________________________________________
 EW4808  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4808  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4808
 EW4808.The horizontal coordinates were scaled from a topographic map and have
 EW4808.an estimated accuracy of +/- 6 seconds.
 EW4808
 EW4808.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4808.The vertical order pertains to the NGVD 29 superseded value.
 EW4808
 EW4808.The geoid height was determined by GEOID03.
 EW4808
 EW4808;                    North         East    Units  Estimated Accuracy
 EW4808;SPC CA 5     -   584,110.    1,948,270.      MT  (+/- 180 meters Scaled)
 EW4808
 EW4808                          SUPERSEDED SURVEY CONTROL
 EW4808
 EW4808  NGVD 29 (??/??/92)  294.430  (m)          965.98   (f) ADJ UNCH    1 1
 EW4808
 EW4808.Superseded values are not recommended for survey control.
 EW4808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4808.See file dsdata.txt to determine how the superseded data were derived.
 EW4808
 EW4808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT562917(NAD 83)
 EW4808_MARKER: Z = SEE DESCRIPTION
 EW4808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4808_STAMPING: 6-F-23 1938
 EW4808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4808+STABILITY: SURFACE MOTION
 EW4808
 EW4808  HISTORY     - Date     Condition        Report By
 EW4808  HISTORY     - 1938     MONUMENTED       CA1980
 EW4808  HISTORY     - 1968     GOOD             CA1980
 EW4808  HISTORY     - 1974     GOOD             CA1980
 EW4808
 EW4808                          STATION DESCRIPTION
 EW4808
 EW4808'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4808'AT LOS ANGELES.
 EW4808'STANDARD TRAVERSE MONUMENT ZELZAH E-6B, STAMPED 6-F-23 1938,
 EW4808'ON THE CENTER LINE OF DEVONSHIRE STREET, ABOUT 58 FEET EAST OF
 EW4808'THE APPROXIMATE CENTER LINE OF CORBIN AVENUE.
 EW4808
 EW4808                          STATION RECOVERY (1974)
 EW4808
 EW4808'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4810 ***********************************************************************
 EW4810  DESIGNATION -  6 F 24 C OF LA
 EW4810  PID         -  EW4810
 EW4810  STATE/COUNTY-  CA/LOS ANGELES
 EW4810  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4810
 EW4810                         *CURRENT SURVEY CONTROL
 EW4810  ___________________________________________________________________
 EW4810* NAD 83(1986)-  34 15 25.     (N)    118 33 28.     (W)     SCALED    
 EW4810* NAVD 88     -       296.34   (+/-2cm)     972.2    (feet)  VERTCON   
 EW4810  ___________________________________________________________________
 EW4810  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4810  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4810
 EW4810.The horizontal coordinates were scaled from a topographic map and have
 EW4810.an estimated accuracy of +/- 6 seconds.
 EW4810
 EW4810.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4810.The vertical order pertains to the NGVD 29 superseded value.
 EW4810
 EW4810.The geoid height was determined by GEOID03.
 EW4810
 EW4810;                    North         East    Units  Estimated Accuracy
 EW4810;SPC CA 5     -   584,110.    1,948,630.      MT  (+/- 180 meters Scaled)
 EW4810
 EW4810                          SUPERSEDED SURVEY CONTROL
 EW4810
 EW4810  NGVD 29 (??/??/92)  295.535  (m)          969.60   (f) ADJ UNCH    1 1
 EW4810
 EW4810.Superseded values are not recommended for survey control.
 EW4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4810.See file dsdata.txt to determine how the superseded data were derived.
 EW4810
 EW4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT565917(NAD 83)
 EW4810_MARKER: DE = TRAVERSE STATION DISK
 EW4810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4810_STAMPING: 6-F-24 1938
 EW4810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4810+STABILITY: SURFACE MOTION
 EW4810
 EW4810  HISTORY     - Date     Condition        Report By
 EW4810  HISTORY     - 1938     MONUMENTED       CA1980
 EW4810  HISTORY     - 1968     GOOD             CA1980
 EW4810  HISTORY     - 1974     GOOD             CA1980
 EW4810
 EW4810                          STATION DESCRIPTION
 EW4810
 EW4810'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4810'AT LOS ANGELES.
 EW4810'STANDARD TRAVERSE MONUMENT ZELZAH F-6B, STAMPED 6-F-24 1938,
 EW4810'ON THE CENTER LINE OF DEVONSHIRE STREET, 28.3 FEET WEST OF THE
 EW4810'CENTER LINE OF TUNNEY AVENUE.
 EW4810
 EW4810                          STATION RECOVERY (1974)
 EW4810
 EW4810'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2261 ***********************************************************************
 EV2261  DESIGNATION -  6 FMK
 EV2261  PID         -  EV2261
 EV2261  STATE/COUNTY-  CA/KERN
 EV2261  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2261
 EV2261                         *CURRENT SURVEY CONTROL
 EV2261  ___________________________________________________________________
 EV2261* NAD 83(1986)-  34 59 24.     (N)    117 42 07.     (W)     SCALED    
 EV2261* NAVD 88     -       734.677  (meters)    2410.35   (feet)  ADJUSTED  
 EV2261  ___________________________________________________________________
 EV2261  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2261  DYNAMIC HT  -         733.851 (meters)    2407.64  (feet)  COMP
 EV2261  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 EV2261
 EV2261  VERT ORDER  -  FIRST     CLASS I
 EV2261
 EV2261.The horizontal coordinates were scaled from a topographic map and have
 EV2261.an estimated accuracy of +/- 6 seconds.
 EV2261
 EV2261.The orthometric height was determined by differential leveling
 EV2261.and adjusted in June 1991.
 EV2261
 EV2261.The geoid height was determined by GEOID03.
 EV2261
 EV2261.The dynamic height is computed by dividing the NAVD 88
 EV2261.geopotential number by the normal gravity value computed on the
 EV2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2261.degrees latitude (g = 980.6199 gals.).
 EV2261
 EV2261.The modeled gravity was interpolated from observed gravity values.
 EV2261
 EV2261;                    North         East    Units  Estimated Accuracy
 EV2261;SPC CA 5     -   665,320.    2,027,210.      MT  (+/- 180 meters Scaled)
 EV2261
 EV2261                          SUPERSEDED SURVEY CONTROL
 EV2261
 EV2261  NGVD 29 (??/??/92)  733.875  (m)         2407.72   (f) ADJ UNCH    1 1
 EV2261
 EV2261.Superseded values are not recommended for survey control.
 EV2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2261.See file dsdata.txt to determine how the superseded data were derived.
 EV2261
 EV2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU359721(NAD 83)
 EV2261_MARKER: DD = SURVEY DISK
 EV2261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2261_SP_SET: 10 FEET
 EV2261_STAMPING: 6 FMK 1973
 EV2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2261
 EV2261  HISTORY     - Date     Condition        Report By
 EV2261  HISTORY     - 1973     MONUMENTED       USGS
 EV2261  HISTORY     - 1974     GOOD             NGS
 EV2261  HISTORY     - 1977     GOOD             NGS
 EV2261
 EV2261                          STATION DESCRIPTION
 EV2261
 EV2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2261'3 MI SW FROM BORON.
 EV2261'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2261'FROM THE STATION AT BORON, THENCE 1.95 MILES SOUTHWEST ALONG
 EV2261'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, AT THE
 EV2261'CROSSING OF A POWER LINE, 350.6 FEET SOUTHWEST OF THE WEST
 EV2261'CORNER OF A LARGE METAL BUILDING, 9.5 FEET SOUTHEAST OF THE
 EV2261'SOUTHEAST RAIL OF THE MAIN TRACK, 19.2 FEET NORTHWEST OF THE
 EV2261'NORTHWEST RAIL OF A SPUR TRACK, 89 1/2 FEET NORTHWEST OF A T
 EV2261'JUNCTION POWER POLE WITH THREE GUY WIRES, 2.5 FEET SOUTHEAST OF
 EV2261'THE CENTER OF A SWITCHSTAND, ABOUT LEVEL WITH THE TRACK, A DISK
 EV2261'ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.
 EV2261'THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC
 EV2261'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 2, T 10N, R 8W
 EV2261
 EV2261                          STATION RECOVERY (1977)
 EV2261
 EV2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4812 ***********************************************************************
 EW4812  DESIGNATION -  6 G 20 C OF LA
 EW4812  PID         -  EW4812
 EW4812  STATE/COUNTY-  CA/LOS ANGELES
 EW4812  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4812
 EW4812                         *CURRENT SURVEY CONTROL
 EW4812  ___________________________________________________________________
 EW4812* NAD 83(1986)-  34 15 26.     (N)    118 33 12.     (W)     SCALED    
 EW4812* NAVD 88     -       288.43   (+/-2cm)     946.3    (feet)  VERTCON   
 EW4812  ___________________________________________________________________
 EW4812  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW4812  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4812
 EW4812.The horizontal coordinates were scaled from a topographic map and have
 EW4812.an estimated accuracy of +/- 6 seconds.
 EW4812
 EW4812.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4812.The vertical order pertains to the NGVD 29 superseded value.
 EW4812
 EW4812.The geoid height was determined by GEOID03.
 EW4812
 EW4812;                    North         East    Units  Estimated Accuracy
 EW4812;SPC CA 5     -   584,140.    1,949,040.      MT  (+/- 180 meters Scaled)
 EW4812
 EW4812                          SUPERSEDED SURVEY CONTROL
 EW4812
 EW4812  NGVD 29 (??/??/92)  287.627  (m)          943.66   (f) ADJ UNCH    1 1
 EW4812
 EW4812.Superseded values are not recommended for survey control.
 EW4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4812.See file dsdata.txt to determine how the superseded data were derived.
 EW4812
 EW4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT569917(NAD 83)
 EW4812_MARKER: DE = TRAVERSE STATION DISK
 EW4812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4812_STAMPING: 6-G-20 1939
 EW4812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4812+STABILITY: SURFACE MOTION
 EW4812
 EW4812  HISTORY     - Date     Condition        Report By
 EW4812  HISTORY     - 1939     MONUMENTED       CA1980
 EW4812  HISTORY     - 1968     GOOD             NGS
 EW4812  HISTORY     - 1974     GOOD             CA1980
 EW4812
 EW4812                          STATION DESCRIPTION
 EW4812
 EW4812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EW4812'AT LOS ANGELES.
 EW4812'STANDARD TRAVERSE MONUMENT ZELZAH F-6C, STAMPED 6-G-20 1939,
 EW4812'ON THE CENTER LINE INTERSECTION OF DEVONSHIRE STREET AND TAMPA
 EW4812'AVENUE TO THE SOUTH, 35 FEET WEST OF THE PROLONGATION OF THE
 EW4812'EAST CURB LINE OF TAMPA AVENUE FROM THE NORTH.
 EW4812
 EW4812                          STATION RECOVERY (1974)
 EW4812
 EW4812'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4819 ***********************************************************************
 EW4819  DESIGNATION -  6 G 22 C OF LA
 EW4819  PID         -  EW4819
 EW4819  STATE/COUNTY-  CA/LOS ANGELES
 EW4819  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4819
 EW4819                         *CURRENT SURVEY CONTROL
 EW4819  ___________________________________________________________________
 EW4819* NAD 83(1986)-  34 15 26.     (N)    118 32 09.     (W)     SCALED    
 EW4819* NAVD 88     -       299.55   (+/-2cm)     982.8    (feet)  VERTCON   
 EW4819  ___________________________________________________________________
 EW4819  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4819  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4819
 EW4819.The horizontal coordinates were scaled from a topographic map and have
 EW4819.an estimated accuracy of +/- 6 seconds.
 EW4819
 EW4819.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4819.The vertical order pertains to the NGVD 29 superseded value.
 EW4819
 EW4819.The geoid height was determined by GEOID03.
 EW4819
 EW4819;                    North         East    Units  Estimated Accuracy
 EW4819;SPC CA 5     -   584,130.    1,950,650.      MT  (+/- 180 meters Scaled)
 EW4819
 EW4819                          SUPERSEDED SURVEY CONTROL
 EW4819
 EW4819  NGVD 29 (??/??/92)  298.749  (m)          980.15   (f) ADJ UNCH    1 1
 EW4819
 EW4819.Superseded values are not recommended for survey control.
 EW4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4819.See file dsdata.txt to determine how the superseded data were derived.
 EW4819
 EW4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT585917(NAD 83)
 EW4819_MARKER: DE = TRAVERSE STATION DISK
 EW4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4819_STAMPING: 6-G-22 1938
 EW4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4819+STABILITY: SURFACE MOTION
 EW4819
 EW4819  HISTORY     - Date     Condition        Report By
 EW4819  HISTORY     - 1938     MONUMENTED       CA1980
 EW4819  HISTORY     - 1968     GOOD             CA1980
 EW4819  HISTORY     - 1974     GOOD             CA1980
 EW4819
 EW4819                          STATION DESCRIPTION
 EW4819
 EW4819'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4819'AT LOS ANGELES.
 EW4819'STANDARD TRAVERSE MONUMENT ZELZAH H-6B, ON THE CENTER LINE
 EW4819'INTERSECTION OF DEVONSHIRE STREET AND RESEDA BOULEVARD.
 EW4819
 EW4819                          STATION RECOVERY (1974)
 EW4819
 EW4819'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4818 ***********************************************************************
 EW4818  DESIGNATION -  6 G 24 C OF LA
 EW4818  PID         -  EW4818
 EW4818  STATE/COUNTY-  CA/LOS ANGELES
 EW4818  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4818
 EW4818                         *CURRENT SURVEY CONTROL
 EW4818  ___________________________________________________________________
 EW4818* NAD 83(1986)-  34 15 26.     (N)    118 32 20.     (W)     SCALED    
 EW4818* NAVD 88     -       301.31   (+/-2cm)     988.5    (feet)  VERTCON   
 EW4818  ___________________________________________________________________
 EW4818  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4818  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4818
 EW4818.The horizontal coordinates were scaled from a topographic map and have
 EW4818.an estimated accuracy of +/- 6 seconds.
 EW4818
 EW4818.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4818.The vertical order pertains to the NGVD 29 superseded value.
 EW4818
 EW4818.The geoid height was determined by GEOID03.
 EW4818
 EW4818;                    North         East    Units  Estimated Accuracy
 EW4818;SPC CA 5     -   584,130.    1,950,370.      MT  (+/- 180 meters Scaled)
 EW4818
 EW4818                          SUPERSEDED SURVEY CONTROL
 EW4818
 EW4818  NGVD 29 (??/??/92)  300.499  (m)          985.89   (f) ADJ UNCH    1 1
 EW4818
 EW4818.Superseded values are not recommended for survey control.
 EW4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4818.See file dsdata.txt to determine how the superseded data were derived.
 EW4818
 EW4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT583917(NAD 83)
 EW4818_MARKER: DE = TRAVERSE STATION DISK
 EW4818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4818_STAMPING: 6-G-24 1939
 EW4818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4818+STABILITY: SURFACE MOTION
 EW4818
 EW4818  HISTORY     - Date     Condition        Report By
 EW4818  HISTORY     - 1939     MONUMENTED       CA1980
 EW4818  HISTORY     - 1968     GOOD             CA1980
 EW4818  HISTORY     - 1974     GOOD             CA1980
 EW4818
 EW4818                          STATION DESCRIPTION
 EW4818
 EW4818'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4818'AT LOS ANGELES.
 EW4818'STANDARD TRAVERSE MONUMENT ZELZAH H-6D, STAMPED 6-G-24 1939,
 EW4818'ON THE CENTER LINE OF DEVONSHIRE STREET, 888 FEET WEST OF THE
 EW4818'CENTER LINE OF RESEDA BOULEVARD.
 EW4818
 EW4818                          STATION RECOVERY (1974)
 EW4818
 EW4818'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4823 ***********************************************************************
 EW4823  DESIGNATION -  6 H 20 C OF LA
 EW4823  PID         -  EW4823
 EW4823  STATE/COUNTY-  CA/LOS ANGELES
 EW4823  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4823
 EW4823                         *CURRENT SURVEY CONTROL
 EW4823  ___________________________________________________________________
 EW4823* NAD 83(1986)-  34 15 24.     (N)    118 31 37.     (W)     SCALED    
 EW4823* NAVD 88     -       298.53   (+/-2cm)     979.4    (feet)  VERTCON   
 EW4823  ___________________________________________________________________
 EW4823  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EW4823  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4823
 EW4823.The horizontal coordinates were scaled from a topographic map and have
 EW4823.an estimated accuracy of +/- 6 seconds.
 EW4823
 EW4823.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4823.The vertical order pertains to the NGVD 29 superseded value.
 EW4823
 EW4823.The geoid height was determined by GEOID03.
 EW4823
 EW4823;                    North         East    Units  Estimated Accuracy
 EW4823;SPC CA 5     -   584,060.    1,951,470.      MT  (+/- 180 meters Scaled)
 EW4823
 EW4823                          SUPERSEDED SURVEY CONTROL
 EW4823
 EW4823  NGVD 29 (??/??/92)  297.722  (m)          976.78   (f) ADJ UNCH    1 1
 EW4823
 EW4823.Superseded values are not recommended for survey control.
 EW4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4823.See file dsdata.txt to determine how the superseded data were derived.
 EW4823
 EW4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT594916(NAD 83)
 EW4823_MARKER: DE = TRAVERSE STATION DISK
 EW4823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4823_STAMPING: 6-H-20 1969
 EW4823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4823+STABILITY: SURFACE MOTION
 EW4823
 EW4823  HISTORY     - Date     Condition        Report By
 EW4823  HISTORY     - 1968     MONUMENTED       CA1980
 EW4823  HISTORY     - 1968     GOOD             CA1980
 EW4823  HISTORY     - 1974     GOOD             CA1980
 EW4823
 EW4823                          STATION DESCRIPTION
 EW4823
 EW4823'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4823'AT LOS ANGELES.
 EW4823'STANDARD TRAVERSE MONUMENT ZELZAH I-6C, STAMPED 6-H-20 1969,
 EW4823'ON THE CENTER LINE INTERSECTION OF DEVONSHIRE STREET AND LINDLEY
 EW4823'AVENUE.
 EW4823
 EW4823                          STATION RECOVERY (1974)
 EW4823
 EW4823'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4826 ***********************************************************************
 EW4826  DESIGNATION -  6 H 22 C OF LA
 EW4826  PID         -  EW4826
 EW4826  STATE/COUNTY-  CA/LOS ANGELES
 EW4826  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4826
 EW4826                         *CURRENT SURVEY CONTROL
 EW4826  ___________________________________________________________________
 EW4826* NAD 83(1986)-  34 15 26.     (N)    118 31 02.     (W)     SCALED    
 EW4826* NAVD 88     -       297.07   (+/-2cm)     974.6    (feet)  VERTCON   
 EW4826  ___________________________________________________________________
 EW4826  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EW4826  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4826
 EW4826.The horizontal coordinates were scaled from a topographic map and have
 EW4826.an estimated accuracy of +/- 6 seconds.
 EW4826
 EW4826.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4826.The vertical order pertains to the NGVD 29 superseded value.
 EW4826
 EW4826.The geoid height was determined by GEOID03.
 EW4826
 EW4826;                    North         East    Units  Estimated Accuracy
 EW4826;SPC CA 5     -   584,120.    1,952,360.      MT  (+/- 180 meters Scaled)
 EW4826
 EW4826                          SUPERSEDED SURVEY CONTROL
 EW4826
 EW4826  NGVD 29 (??/??/92)  296.262  (m)          971.99   (f) ADJ UNCH    1 1
 EW4826
 EW4826.Superseded values are not recommended for survey control.
 EW4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4826.See file dsdata.txt to determine how the superseded data were derived.
 EW4826
 EW4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT603917(NAD 83)
 EW4826_MARKER: DE = TRAVERSE STATION DISK
 EW4826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4826_STAMPING: 6-H-22 1939
 EW4826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4826+STABILITY: SURFACE MOTION
 EW4826
 EW4826  HISTORY     - Date     Condition        Report By
 EW4826  HISTORY     - 1939     MONUMENTED       CA1980
 EW4826  HISTORY     - 1968     GOOD             CA1980
 EW4826  HISTORY     - 1974     GOOD             CA1980
 EW4826
 EW4826                          STATION DESCRIPTION
 EW4826
 EW4826'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4826'AT LOS ANGELES.
 EW4826'STANDARD TRAVERSE MONUMENT ZELZAH K-6B, STAMPED 6-H-22 1939,
 EW4826'ON THE CENTER LINE OF DEVONSHIRE STREET, 26 FEET EAST OF THE
 EW4826'CENTER LINE PROLONGATION OF THE DRIVEWAY TO PROPERTY NUMBER
 EW4826'17600-- 1740 FEET EASTERLY FROM THE CENTER LINE OF ZELZAH AVENUE.
 EW4826
 EW4826                          STATION RECOVERY (1974)
 EW4826
 EW4826'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4829 ***********************************************************************
 EW4829  DESIGNATION -  6 H 23 C OF LA
 EW4829  PID         -  EW4829
 EW4829  STATE/COUNTY-  CA/LOS ANGELES
 EW4829  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4829
 EW4829                         *CURRENT SURVEY CONTROL
 EW4829  ___________________________________________________________________
 EW4829* NAD 83(1986)-  34 15 26.     (N)    118 30 39.     (W)     SCALED    
 EW4829* NAVD 88     -       291.33   (+/-2cm)     955.8    (feet)  VERTCON   
 EW4829  ___________________________________________________________________
 EW4829  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EW4829  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4829
 EW4829.The horizontal coordinates were scaled from a topographic map and have
 EW4829.an estimated accuracy of +/- 6 seconds.
 EW4829
 EW4829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4829.The vertical order pertains to the NGVD 29 superseded value.
 EW4829
 EW4829.The geoid height was determined by GEOID03.
 EW4829
 EW4829;                    North         East    Units  Estimated Accuracy
 EW4829;SPC CA 5     -   584,120.    1,952,950.      MT  (+/- 180 meters Scaled)
 EW4829
 EW4829                          SUPERSEDED SURVEY CONTROL
 EW4829
 EW4829  NGVD 29 (??/??/92)  290.524  (m)          953.16   (f) ADJ UNCH    1 1
 EW4829
 EW4829.Superseded values are not recommended for survey control.
 EW4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4829.See file dsdata.txt to determine how the superseded data were derived.
 EW4829
 EW4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT608917(NAD 83)
 EW4829_MARKER: Z = SEE DESCRIPTION
 EW4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4829_STAMPING: 6-H-23 1939
 EW4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4829+STABILITY: SURFACE MOTION
 EW4829
 EW4829  HISTORY     - Date     Condition        Report By
 EW4829  HISTORY     - 1939     MONUMENTED       CA1980
 EW4829  HISTORY     - 1968     GOOD             CA1980
 EW4829  HISTORY     - 1974     GOOD             CA1980
 EW4829
 EW4829                          STATION DESCRIPTION
 EW4829
 EW4829'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4829'AT LOS ANGELES.
 EW4829'STANDARD TRAVERSE MONUMENT ZELZAH K-6C, STAMPED 6-H-23 1939,
 EW4829'ON THE CENTER LINE INTERSECTION OF DEVONSHIRE STREET AND LOUISE
 EW4829'AVENUE.
 EW4829
 EW4829                          STATION RECOVERY (1974)
 EW4829
 EW4829'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2862 ***********************************************************************
 EW2862  DESIGNATION -  6 J 41 CAHD
 EW2862  PID         -  EW2862
 EW2862  STATE/COUNTY-  CA/LOS ANGELES
 EW2862  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW2862
 EW2862                         *CURRENT SURVEY CONTROL
 EW2862  ___________________________________________________________________
 EW2862* NAD 83(1986)-  34 39 55.     (N)    118 46 53.     (W)     SCALED    
 EW2862* NAVD 88     -       749.20   (+/-2cm)    2458.0    (feet)  VERTCON   
 EW2862  ___________________________________________________________________
 EW2862  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EW2862  VERT ORDER  -  THIRD (See Below)
 EW2862
 EW2862.The horizontal coordinates were scaled from a topographic map and have
 EW2862.an estimated accuracy of +/- 6 seconds.
 EW2862
 EW2862.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2862.The vertical order pertains to the NGVD 29 superseded value.
 EW2862
 EW2862.The geoid height was determined by GEOID03.
 EW2862
 EW2862;                    North         East    Units  Estimated Accuracy
 EW2862;SPC CA 5     -   629,540.    1,928,390.      MT  (+/- 180 meters Scaled)
 EW2862
 EW2862                          SUPERSEDED SURVEY CONTROL
 EW2862
 EW2862  NGVD 29 (??/??/??)  748.32   (m)         2455.1    (f) RESET       3  
 EW2862
 EW2862.Superseded values are not recommended for survey control.
 EW2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2862.See file dsdata.txt to determine how the superseded data were derived.
 EW2862
 EW2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU367373(NAD 83)
 EW2862_MARKER: DD = SURVEY DISK
 EW2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2862_STAMPING: 6 J 41
 EW2862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2862+STABILITY: SURFACE MOTION
 EW2862
 EW2862  HISTORY     - Date     Condition        Report By
 EW2862  HISTORY     - UNK      MONUMENTED       CADH
 EW2862  HISTORY     - 1942     GOOD             NGS
 EW2862  HISTORY     - 1960     MARK NOT FOUND   NGS
 EW2862
 EW2862                          STATION DESCRIPTION
 EW2862
 EW2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EW2862'4.2 MI S FROM CASWELLS.
 EW2862'ABOUT 4.19 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM CASWELLS,
 EW2862'ABOUT 0.7 MILE SOUTH OF THE CALIFORNIA DIVISION OF HIGHWAYS
 EW2862'MAINTANCE STATION, ABOUT 0.29 MILE SOUTH OF A HIGHWAY DRINKING
 EW2862'FOUNTAIN, IN A SMALL RAVINE WHERE TWO LARGE CRUDE OIL PIPES
 EW2862'ARE VISIBLE CROSSING THE RAVINE ABOVE, ABOUT 87 FEET WEST OF
 EW2862'THE CENTER OF THE HIGHWAY AND ABOUT 24 FEET WEST OF A FENCE,
 EW2862'ABOUT 162 FEET NORTH OF HIGHWAY CULVERT J 40+50 AND ABOUT 38
 EW2862'FEET SOUTH OF A HIGHWAY CUT.  A CALIFORNIA STATE HIGHWAY
 EW2862'DEPARTMENT STANDARD DISK, STAMPED 6 J 41 AND SET IN THE TOP OF
 EW2862'A CONCRETE POST.
 EW2862
 EW2862                          STATION RECOVERY (1960)
 EW2862
 EW2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW2862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0214 ***********************************************************************
 DW0214  DESIGNATION -  6 JD
 DW0214  PID         -  DW0214
 DW0214  STATE/COUNTY-  CA/IMPERIAL
 DW0214  USGS QUAD   -  OBSIDIAN BUTTE (1992)
 DW0214
 DW0214                         *CURRENT SURVEY CONTROL
 DW0214  ___________________________________________________________________
 DW0214* NAD 83(1986)-  33 09 42.     (N)    115 37 57.     (W)     SCALED    
 DW0214* NAVD 88     -       -68.052  (meters)    -223.27   (feet)  ADJUSTED  
 DW0214  ___________________________________________________________________
 DW0214  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DW0214  DYNAMIC HT  -         -67.978 (meters)    -223.02  (feet)  COMP
 DW0214  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DW0214
 DW0214  VERT ORDER  -  SECOND    CLASS I
 DW0214
 DW0214.The horizontal coordinates were scaled from a topographic map and have
 DW0214.an estimated accuracy of +/- 6 seconds.
 DW0214
 DW0214.The orthometric height was determined by differential leveling
 DW0214.and adjusted in March 1994.
 DW0214
 DW0214.The geoid height was determined by GEOID03.
 DW0214
 DW0214.The dynamic height is computed by dividing the NAVD 88
 DW0214.geopotential number by the normal gravity value computed on the
 DW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0214.degrees latitude (g = 980.6199 gals.).
 DW0214
 DW0214.The modeled gravity was interpolated from observed gravity values.
 DW0214
 DW0214;                    North         East    Units  Estimated Accuracy
 DW0214;SPC CA 6     -   610,520.    2,057,600.      MT  (+/- 180 meters Scaled)
 DW0214
 DW0214                          SUPERSEDED SURVEY CONTROL
 DW0214
 DW0214  NGVD 29 (??/??/??)  -68.546  (m)         -224.89   (f) ADJUSTED    2 1
 DW0214
 DW0214.Superseded values are not recommended for survey control.
 DW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0214.See file dsdata.txt to determine how the superseded data were derived.
 DW0214
 DW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS275700(NAD 83)
 DW0214_MARKER: DB = BENCH MARK DISK
 DW0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0214_SP_SET: CHECK
 DW0214_STAMPING: 6 J D 1955 -224 FEET
 DW0214_MARK LOGO: USGS  
 DW0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0214+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1992
 DW0214
 DW0214  HISTORY     - Date     Condition        Report By
 DW0214  HISTORY     - 1955     MONUMENTED       USGS
 DW0214  HISTORY     - 1972     GOOD             NGS
 DW0214  HISTORY     - 1976     GOOD             CA-025
 DW0214  HISTORY     - 1976     GOOD             CA-025
 DW0214  HISTORY     - 1981     GOOD             CA-025
 DW0214  HISTORY     - 1985     GOOD             CA-025
 DW0214  HISTORY     - 19891113 GOOD             CA-025
 DW0214  HISTORY     - 19920924 GOOD             CA-025
 DW0214
 DW0214                          STATION DESCRIPTION
 DW0214
 DW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DW0214'9.2 MI NW FROM CALIPATRIA.
 DW0214'ABOUT 1.65 MILES NORTH ON STATE HIGHWAY 111 FROM MAIN STREET
 DW0214'IN CALIPATRIA THEN 6.5 MILES WEST ON A DIRT COUNTY (LINDSEY)
 DW0214'ROAD, THEN 1.0 MILE NORTH OF A DIRT COUNTY (SEVERE) ROAD, 55
 DW0214'FEET WEST OF THE CENTERLINE OF SEVERE ROAD, 54 FEET NORTH OF THE
 DW0214'CENTERLINE OF A DIRT COUNTY (GRUBEL) ROAD, SET ON TOP AND AT
 DW0214'THE SOUTHWEST CORNER OF THE WEST WINGWALL OF THE CONCRETE CHECK
 DW0214'IN VAIL LATERAL 5.  SEC 32, T 11 S, R 13 E.
 DW0214
 DW0214                          STATION RECOVERY (1976)
 DW0214
 DW0214'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DW0214'RECOVERED IN GOOD CONDITION.
 DW0214
 DW0214                          STATION RECOVERY (1976)
 DW0214
 DW0214'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DW0214'ABOUT 1.65 MILES NORTH ON STATE HIGHWAY NO. 111 FROM MAIN STREET IN
 DW0214'CALIPATRIA THEN 6.5 MILES WEST ON A DIRT COUNTY (LINDSEY) ROAD, THEN
 DW0214'1.0 MILE NORTH ON A DIRT COUNTY (SEVERE) ROAD, 55 FEET WEST OF THE
 DW0214'CENTERLINE OF SEVERE ROAD, 54 FEET NORTH OF THE CENTERLINE OF A DIRT
 DW0214'COUNTY (GRUBEL) ROAD, SET ON TOP AND AT THE SOUTHWEST CORNER OF THE
 DW0214'WEST WINGWALL OF THE CONCRETE CHECK IN VAIL LATERAL NO. 5.  SEC 32, T
 DW0214'11 S., R 13 E.
 DW0214
 DW0214                          STATION RECOVERY (1981)
 DW0214
 DW0214'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0214'RECOVERED IN GOOD CONDITION.
 DW0214
 DW0214                          STATION RECOVERY (1985)
 DW0214
 DW0214'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DW0214'RECOVERED IN GOOD CONDITION.
 DW0214
 DW0214                          STATION RECOVERY (1989)
 DW0214
 DW0214'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW0214'RECOVERED IN GOOD CONDITION.
 DW0214
 DW0214                          STATION RECOVERY (1992)
 DW0214
 DW0214'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1992
 DW0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2481 ***********************************************************************
 EW2481  DESIGNATION -  6 L 20 C OF LA
 EW2481  PID         -  EW2481
 EW2481  STATE/COUNTY-  CA/LOS ANGELES
 EW2481  USGS QUAD   -  SAN FERNANDO (1988)
 EW2481
 EW2481                         *CURRENT SURVEY CONTROL
 EW2481  ___________________________________________________________________
 EW2481* NAD 83(1986)-  34 15 58.     (N)    118 25 19.     (W)     SCALED    
 EW2481* NAVD 88     -       309.03   (+/-2cm)    1013.9    (feet)  VERTCON   
 EW2481  ___________________________________________________________________
 EW2481  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW2481  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2481
 EW2481.The horizontal coordinates were scaled from a topographic map and have
 EW2481.an estimated accuracy of +/- 6 seconds.
 EW2481
 EW2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2481.The vertical order pertains to the NGVD 29 superseded value.
 EW2481
 EW2481.The geoid height was determined by GEOID03.
 EW2481
 EW2481;                    North         East    Units  Estimated Accuracy
 EW2481;SPC CA 5     -   585,060.    1,961,140.      MT  (+/- 180 meters Scaled)
 EW2481
 EW2481                          SUPERSEDED SURVEY CONTROL
 EW2481
 EW2481  NGVD 29 (??/??/92)  308.233  (m)         1011.26   (f) ADJ UNCH    1 1
 EW2481
 EW2481.Superseded values are not recommended for survey control.
 EW2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2481.See file dsdata.txt to determine how the superseded data were derived.
 EW2481
 EW2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT690925(NAD 83)
 EW2481_MARKER: DE = TRAVERSE STATION DISK
 EW2481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2481_SP_SET: CAST IRON COVER
 EW2481_STAMPING: 6 L 20 1941
 EW2481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2481
 EW2481  HISTORY     - Date     Condition        Report By
 EW2481  HISTORY     - 1941     MONUMENTED       CA1980
 EW2481  HISTORY     - 1968     GOOD             CA1980
 EW2481  HISTORY     - 1971     GOOD             CA1980
 EW2481
 EW2481                          STATION DESCRIPTION
 EW2481
 EW2481'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2481'IN LOS ANGELES.
 EW2481'STANDARD TRAVERSE MONUMENT PACOIMA J-5B, STAMPED 6-L-20 1941,
 EW2481'ON THE CENTER LINE OF VAN NUYS BOULEVARD PRODUCED NORTHEASTERLY
 EW2481'40.00 FEET FROM THE INTERSECTION WITH THE CENTER LINE OF SAN
 EW2481'FERNANDO ROAD.  MONUMENT IS UNDER A STANDARD CAST IRON COVER.
 EW2481
 EW2481                          STATION RECOVERY (1971)
 EW2481
 EW2481'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2479 ***********************************************************************
 EW2479  DESIGNATION -  6 L 21 C OF LA
 EW2479  PID         -  EW2479
 EW2479  STATE/COUNTY-  CA/LOS ANGELES
 EW2479  USGS QUAD   -  SAN FERNANDO (1988)
 EW2479
 EW2479                         *CURRENT SURVEY CONTROL
 EW2479  ___________________________________________________________________
 EW2479* NAD 83(1986)-  34 15 47.     (N)    118 25 07.     (W)     SCALED    
 EW2479* NAVD 88     -       305.50   (+/-2cm)    1002.3    (feet)  VERTCON   
 EW2479  ___________________________________________________________________
 EW2479  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW2479  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2479
 EW2479.The horizontal coordinates were scaled from a topographic map and have
 EW2479.an estimated accuracy of +/- 6 seconds.
 EW2479
 EW2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2479.The vertical order pertains to the NGVD 29 superseded value.
 EW2479
 EW2479.The geoid height was determined by GEOID03.
 EW2479
 EW2479;                    North         East    Units  Estimated Accuracy
 EW2479;SPC CA 5     -   584,720.    1,961,450.      MT  (+/- 180 meters Scaled)
 EW2479
 EW2479                          SUPERSEDED SURVEY CONTROL
 EW2479
 EW2479  NGVD 29 (??/??/92)  304.700  (m)          999.67   (f) ADJ UNCH    1 1
 EW2479
 EW2479.Superseded values are not recommended for survey control.
 EW2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2479.See file dsdata.txt to determine how the superseded data were derived.
 EW2479
 EW2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT693922(NAD 83)
 EW2479_MARKER: DE = TRAVERSE STATION DISK
 EW2479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2479_SP_SET: CURB
 EW2479_STAMPING: 6-L-21 1940
 EW2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2479
 EW2479  HISTORY     - Date     Condition        Report By
 EW2479  HISTORY     - 1940     MONUMENTED       CA1980
 EW2479  HISTORY     - 1968     GOOD             CA1980
 EW2479
 EW2479                          STATION DESCRIPTION
 EW2479
 EW2479'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2479'IN LOS ANGELES.
 EW2479'STANDARD TRAVERSE MONUMENT, PACOIMA J-5C, STAMPED 6-L-21 1940
 EW2479'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY NORTHEAST OF AND
 EW2479'PARALLEL TO SAN FERNANDO ROAD, SOUTHWEST ROADWAY, ON THE
 EW2479'NORTHEASTERLY PRODUCTION OF THE CENTER LINE OF PIERCE STREET,
 EW2479'7.72 FEET NORTHEAST OF A TACK IN LEAD IN THE NORTHEAST CURB
 EW2479'OF AFOREMENTIONED ROADWAY.  MONUMENT IS 16 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2467 ***********************************************************************
 EW2467  DESIGNATION -  6 L 22
 EW2467  PID         -  EW2467
 EW2467  STATE/COUNTY-  CA/LOS ANGELES
 EW2467  USGS QUAD   -  SAN FERNANDO (1988)
 EW2467
 EW2467                         *CURRENT SURVEY CONTROL
 EW2467  ___________________________________________________________________
 EW2467* NAD 83(1986)-  34 15 30.     (N)    118 24 48.     (W)     SCALED    
 EW2467* NAVD 88     -       299.165  (meters)     981.51   (feet)  READJUSTED
 EW2467  ___________________________________________________________________
 EW2467  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 EW2467  DYNAMIC HT  -         298.840 (meters)     980.44  (feet)  COMP
 EW2467  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 EW2467
 EW2467  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2467
 EW2467.The horizontal coordinates were scaled from a topographic map and have
 EW2467.an estimated accuracy of +/- 6 seconds.
 EW2467
 EW2467.The orthometric height was determined by differential leveling
 EW2467.and adjusted in February 1993.
 EW2467.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2467.distribution rate of 1.1 thru 2.0 mm/km.
 EW2467.The height was derived from older observations constrained to new
 EW2467.heights in a crustal motion area.  The height is approximate in
 EW2467.relation to other heights in its vicinity.
 EW2467
 EW2467.The geoid height was determined by GEOID03.
 EW2467
 EW2467.The dynamic height is computed by dividing the NAVD 88
 EW2467.geopotential number by the normal gravity value computed on the
 EW2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2467.degrees latitude (g = 980.6199 gals.).
 EW2467
 EW2467.The modeled gravity was interpolated from observed gravity values.
 EW2467
 EW2467;                    North         East    Units  Estimated Accuracy
 EW2467;SPC CA 5     -   584,200.    1,961,930.      MT  (+/- 180 meters Scaled)
 EW2467
 EW2467                          SUPERSEDED SURVEY CONTROL
 EW2467
 EW2467.No superseded survey control is available for this station.
 EW2467
 EW2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT698917(NAD 83)
 EW2467_MARKER: DE = TRAVERSE STATION DISK
 EW2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2467_SP_SET: CONCRETE POST
 EW2467_STAMPING: 6.L.22 1940
 EW2467_MARK LOGO: CA1980
 EW2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2467+STABILITY: SURFACE MOTION
 EW2467
 EW2467  HISTORY     - Date     Condition        Report By
 EW2467  HISTORY     - 1940     MONUMENTED       CA1980
 EW2467  HISTORY     - 1968     GOOD             CA1980
 EW2467  HISTORY     - 1971     GOOD             CA1980
 EW2467  HISTORY     - 1983     GOOD             USGS
 EW2467  HISTORY     - 1984     GOOD             NGS
 EW2467  HISTORY     - 1985     GOOD             NGS
 EW2467  HISTORY     - 1986     GOOD             NGS
 EW2467  HISTORY     - 1987     MARK NOT FOUND   NGS
 EW2467
 EW2467                          STATION DESCRIPTION
 EW2467
 EW2467'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2467'IN LOS ANGELES.
 EW2467'STANDARD TRAVERSE MONUMENT, PACOIMA K-6C, STAMPED 6-L-22 1940,
 EW2467'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY IN SAN FERNANDO
 EW2467'ROAD, ON THE CENTER LINE OF GOLETA STREET, PRODUCED 40.00 FEET
 EW2467'NORTHEASTERLY FROM ITS INTERSECTION WITH THE CENTER LINE OF
 EW2467'SAN FERNANDO ROAD, SOUTHWEST ROADWAY.  MONUMENT IS 10 INCHES
 EW2467'BELOW GRADE.
 EW2467
 EW2467                          STATION RECOVERY (1971)
 EW2467
 EW2467'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2467'RECOVERED IN GOOD CONDITION.
 EW2467
 EW2467                          STATION RECOVERY (1983)
 EW2467
 EW2467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2467'RECOVERED IN GOOD CONDITION.
 EW2467
 EW2467                          STATION RECOVERY (1984)
 EW2467
 EW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2467'RECOVERED IN GOOD CONDITION.
 EW2467
 EW2467                          STATION RECOVERY (1985)
 EW2467
 EW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2467'RECOVERED IN GOOD CONDITION.  NOTE--THE STAMPING IS 6.L.22 1940.
 EW2467
 EW2467                          STATION RECOVERY (1986)
 EW2467
 EW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2467'RECOVERED IN GOOD CONDITION.
 EW2467
 EW2467                          STATION RECOVERY (1987)
 EW2467
 EW2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2467'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0439 ***********************************************************************
 DY0439  DESIGNATION -  6 LA CO
 DY0439  PID         -  DY0439
 DY0439  STATE/COUNTY-  CA/LOS ANGELES
 DY0439  USGS QUAD   -  SOUTH GATE (1981)
 DY0439
 DY0439                         *CURRENT SURVEY CONTROL
 DY0439  ___________________________________________________________________
 DY0439* NAD 83(1986)-  33 56 15.     (N)    118 13 37.     (W)     SCALED    
 DY0439* NAVD 88     -        32.10   (+/-2cm)     105.3    (feet)  VERTCON   
 DY0439  ___________________________________________________________________
 DY0439  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0439
 DY0439.The horizontal coordinates were scaled from a topographic map and have
 DY0439.an estimated accuracy of +/- 6 seconds.
 DY0439
 DY0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0439.The vertical order pertains to the NGVD 29 superseded value.
 DY0439
 DY0439.The geoid height was determined by GEOID03.
 DY0439
 DY0439;                    North         East    Units  Estimated Accuracy
 DY0439;SPC CA 5     -   548,550.    1,979,020.      MT  (+/- 180 meters Scaled)
 DY0439
 DY0439                          SUPERSEDED SURVEY CONTROL
 DY0439
 DY0439  NGVD 29 (??/??/92)   31.362  (m)          102.89   (f) ADJ UNCH    1 2
 DY0439
 DY0439.Superseded values are not recommended for survey control.
 DY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0439.See file dsdata.txt to determine how the superseded data were derived.
 DY0439
 DY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866559(NAD 83)
 DY0439_MARKER: DD = SURVEY DISK
 DY0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0439_STAMPING: 6 R E 2177
 DY0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0439+STABILITY: SURFACE MOTION
 DY0439
 DY0439  HISTORY     - Date     Condition        Report By
 DY0439  HISTORY     - UNK      MONUMENTED       CA-037
 DY0439  HISTORY     - 1955     GOOD             NGS
 DY0439  HISTORY     - 1964     GOOD             NGS
 DY0439
 DY0439                          STATION DESCRIPTION
 DY0439
 DY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0439'AT LYNWOOD.
 DY0439'AT LYNWOOD, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT
 DY0439'THE CROSSING OF CENTURY BOULEVARD, ACROSS THE TRACK FROM E.M.
 DY0439'JORGENSEN COMPANY OFFICE BUILDING, 192 FEET NORTH OF THE CENTER
 DY0439'LINE OF THE BOULEVARD, 9.5 FEET WEST OF THE WEST RAIL OF THE
 DY0439'WEST TRACK, 0.6 FOOT EAST OF THE EAST CURB OF ALAMEDA STREET,
 DY0439'ABOUT 1/2 FOOT HIGHER THAN THE STREET, AND SET IN THE TOP OF A
 DY0439'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DY0439
 DY0439                          STATION RECOVERY (1964)
 DY0439
 DY0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0478 ***********************************************************************
 DY0478  DESIGNATION -  6 LACRD
 DY0478  PID         -  DY0478
 DY0478  STATE/COUNTY-  CA/LOS ANGELES
 DY0478  USGS QUAD   -  LONG BEACH (1981)
 DY0478
 DY0478                         *CURRENT SURVEY CONTROL
 DY0478  ___________________________________________________________________
 DY0478* NAD 83(1986)-  33 49 16.     (N)    118 13 46.     (W)     SCALED    
 DY0478* NAVD 88     -         7.282  (meters)      23.89   (feet)  READJUSTED
 DY0478  ___________________________________________________________________
 DY0478  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0478  DYNAMIC HT  -           7.270 (meters)      23.85  (feet)  COMP
 DY0478  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 DY0478
 DY0478  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0478
 DY0478.The horizontal coordinates were scaled from a topographic map and have
 DY0478.an estimated accuracy of +/- 6 seconds.
 DY0478
 DY0478.The orthometric height was determined by differential leveling
 DY0478.and adjusted in February 1993.
 DY0478.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0478.distribution rate of 0.0 thru 1.0 mm/km.
 DY0478.The height was derived from older observations constrained to new
 DY0478.heights in a crustal motion area.  The height is approximate in
 DY0478.relation to other heights in its vicinity.
 DY0478
 DY0478.The geoid height was determined by GEOID03.
 DY0478
 DY0478.The dynamic height is computed by dividing the NAVD 88
 DY0478.geopotential number by the normal gravity value computed on the
 DY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0478.degrees latitude (g = 980.6199 gals.).
 DY0478
 DY0478.The modeled gravity was interpolated from observed gravity values.
 DY0478
 DY0478;                    North         East    Units  Estimated Accuracy
 DY0478;SPC CA 5     -   535,640.    1,978,760.      MT  (+/- 180 meters Scaled)
 DY0478
 DY0478                          SUPERSEDED SURVEY CONTROL
 DY0478
 DY0478.No superseded survey control is available for this station.
 DY0478
 DY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT862430(NAD 83)
 DY0478_MARKER: DD = SURVEY DISK
 DY0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0478_SP_SET: CURB
 DY0478_STAMPING: BM 6
 DY0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0478
 DY0478  HISTORY     - Date     Condition        Report By
 DY0478  HISTORY     - UNK      MONUMENTED       CA-037
 DY0478  HISTORY     - 1970     GOOD             NGS
 DY0478  HISTORY     - 1978     GOOD             NGS
 DY0478
 DY0478                          STATION DESCRIPTION
 DY0478
 DY0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DY0478'NEAR DOMINGUEZ.
 DY0478'LA COUNTY SOUTH OF DOMINGUEZ, 0.3 MI S OF SAN DIEGO FREEWAY,
 DY0478'ALAMEDA STREET, ABOUT 1070 FEET S OF 223RD STREET, 28.0 FEET
 DY0478'SW OF PP 444418E AND 3.5 FEET W OF THE W CURB OF ALAMEDA ST.
 DY0478'SET FLUSH IN CONCRETE ABOUT 6 INCHES BELOW THE LEVEL OF THE CURB.
 DY0478
 DY0478                          STATION RECOVERY (1978)
 DY0478
 DY0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0478'ADD--0.2 MILES SOUTH OF THE 405 FREEWAY AND THE NEW ALIGNMENT OF 223RD
 DY0478'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2475 ***********************************************************************
 EW2475  DESIGNATION -  6 M 20 C OF LA
 EW2475  PID         -  EW2475
 EW2475  STATE/COUNTY-  CA/LOS ANGELES
 EW2475  USGS QUAD   -  SAN FERNANDO (1988)
 EW2475
 EW2475                         *CURRENT SURVEY CONTROL
 EW2475  ___________________________________________________________________
 EW2475* NAD 83(1986)-  34 15 15.     (N)    118 24 33.     (W)     SCALED    
 EW2475* NAVD 88     -       291.09   (+/-2cm)     955.0    (feet)  VERTCON   
 EW2475  ___________________________________________________________________
 EW2475  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2475  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2475
 EW2475.The horizontal coordinates were scaled from a topographic map and have
 EW2475.an estimated accuracy of +/- 6 seconds.
 EW2475
 EW2475.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2475.The vertical order pertains to the NGVD 29 superseded value.
 EW2475
 EW2475.The geoid height was determined by GEOID03.
 EW2475
 EW2475;                    North         East    Units  Estimated Accuracy
 EW2475;SPC CA 5     -   583,730.    1,962,310.      MT  (+/- 180 meters Scaled)
 EW2475
 EW2475                          SUPERSEDED SURVEY CONTROL
 EW2475
 EW2475  NGVD 29 (??/??/92)  290.297  (m)          952.42   (f) ADJ UNCH    1 1
 EW2475
 EW2475.Superseded values are not recommended for survey control.
 EW2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2475.See file dsdata.txt to determine how the superseded data were derived.
 EW2475
 EW2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT702912(NAD 83)
 EW2475_MARKER: DE = TRAVERSE STATION DISK
 EW2475_SETTING: 0 = UNSPECIFIED SETTING
 EW2475_STAMPING: 6-M-20 1940
 EW2475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2475
 EW2475  HISTORY     - Date     Condition        Report By
 EW2475  HISTORY     - 1940     MONUMENTED       CA1980
 EW2475  HISTORY     - 1968     GOOD             CA1980
 EW2475  HISTORY     - 1971     GOOD             CA1980
 EW2475
 EW2475                          STATION DESCRIPTION
 EW2475
 EW2475'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2475'IN LOS ANGELES.
 EW2475'STANDARD TRAVERSE MONUMENT PACOIMA K-6B, STAMPED 6-M-20 1940,
 EW2475'ON THE NORTHEASTERLY PRODUCTION, OF THE CENTER LINE OF OSBORNE
 EW2475'STREET, FROM ITS INTERSECTION WITH THE CENTER LINE OF SAN
 EW2475'FERNANDO ROAD, 40.00 FEET NORTHEAST OF THE AFOREMENTIONED CENTER
 EW2475'LINE INTERSECTION.
 EW2475
 EW2475                          STATION RECOVERY (1971)
 EW2475
 EW2475'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2404 ***********************************************************************
 HS2404  DESIGNATION -  6 NWW
 HS2404  PID         -  HS2404
 HS2404  STATE/COUNTY-  CA/STANISLAUS
 HS2404  USGS QUAD   -  NEWMAN (1978)
 HS2404
 HS2404                         *CURRENT SURVEY CONTROL
 HS2404  ___________________________________________________________________
 HS2404* NAD 83(1986)-  37 18 58.     (N)    121 01 27.     (W)     SCALED    
 HS2404* NAVD 88     -        27.65   (+/-2cm)      90.7    (feet)  VERTCON   
 HS2404  ___________________________________________________________________
 HS2404  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2404  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2404
 HS2404.The horizontal coordinates were scaled from a topographic map and have
 HS2404.an estimated accuracy of +/- 6 seconds.
 HS2404
 HS2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2404.The vertical order pertains to the NGVD 29 superseded value.
 HS2404
 HS2404.The geoid height was determined by GEOID03.
 HS2404
 HS2404;                    North         East    Units  Estimated Accuracy
 HS2404;SPC CA 3     -   590,700.    1,953,540.      MT  (+/- 180 meters Scaled)
 HS2404
 HS2404                          SUPERSEDED SURVEY CONTROL
 HS2404
 HS2404  NGVD 29 (??/??/92)   26.90   (m)           88.3    (f) COMPUTED    1 2
 HS2404
 HS2404.Superseded values are not recommended for survey control.
 HS2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2404.See file dsdata.txt to determine how the superseded data were derived.
 HS2404
 HS2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG750317(NAD 83)
 HS2404_MARKER: Z = SEE DESCRIPTION
 HS2404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2404_SP_SET: SIDEWALK
 HS2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2404
 HS2404  HISTORY     - Date     Condition        Report By
 HS2404  HISTORY     - UNK      MONUMENTED       CA2390
 HS2404  HISTORY     - 1958     GOOD             NGS
 HS2404  HISTORY     - 1965     GOOD             NGS
 HS2404
 HS2404                          STATION DESCRIPTION
 HS2404
 HS2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS2404'AT NEWMAN.
 HS2404'AT NEWMAN, STANISLAUS COUNTY, AT THE NORTHWEST CORNER OF THE
 HS2404'INTERSECTION OF TULARE AND P STREETS, 1 FOOT SOUTH OF THE SOUTH
 HS2404'EDGE OF THE EAST-AND-WEST SIDEWALK, AND 1 FOOT WEST OF THE
 HS2404'WEST EDGE OF THE NORTH-AND-SOUTH SIDEWALK.  THE TOP OF AN AXLE.
 HS2404
 HS2404                          STATION RECOVERY (1965)
 HS2404
 HS2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2441 ***********************************************************************
 EW2441  DESIGNATION -  6 P 25 C OF LA
 EW2441  PID         -  EW2441
 EW2441  STATE/COUNTY-  CA/LOS ANGELES
 EW2441  USGS QUAD   -  SUNLAND (1995)
 EW2441
 EW2441                         *CURRENT SURVEY CONTROL
 EW2441  ___________________________________________________________________
 EW2441* NAD 83(1986)-  34 15 40.     (N)    118 19 30.     (W)     SCALED    
 EW2441* NAVD 88     -       410.206  (meters)    1345.82   (feet)  READJUSTED
 EW2441  ___________________________________________________________________
 EW2441  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EW2441  DYNAMIC HT  -         409.760 (meters)    1344.35  (feet)  COMP
 EW2441  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 EW2441
 EW2441  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2441
 EW2441.The horizontal coordinates were scaled from a topographic map and have
 EW2441.an estimated accuracy of +/- 6 seconds.
 EW2441
 EW2441.The orthometric height was determined by differential leveling
 EW2441.and adjusted in September 2004.
 EW2441.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2441.distribution rate of 1.1 thru 2.0 mm/km.
 EW2441.The height was derived from older observations constrained to new
 EW2441.heights in a crustal motion area.  The height is approximate in
 EW2441.relation to other heights in its vicinity.
 EW2441
 EW2441.The geoid height was determined by GEOID03.
 EW2441
 EW2441.The dynamic height is computed by dividing the NAVD 88
 EW2441.geopotential number by the normal gravity value computed on the
 EW2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2441.degrees latitude (g = 980.6199 gals.).
 EW2441
 EW2441.The modeled gravity was interpolated from observed gravity values.
 EW2441
 EW2441;                    North         East    Units  Estimated Accuracy
 EW2441;SPC CA 5     -   584,480.    1,970,070.      MT  (+/- 180 meters Scaled)
 EW2441
 EW2441                          SUPERSEDED SURVEY CONTROL
 EW2441
 EW2441  NGVD 29 (??/??/92)  409.141  (m)         1342.32   (f) ADJ UNCH    1 1
 EW2441
 EW2441.Superseded values are not recommended for survey control.
 EW2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2441.See file dsdata.txt to determine how the superseded data were derived.
 EW2441
 EW2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780919(NAD 83)
 EW2441_MARKER: DE = TRAVERSE STATION DISK
 EW2441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2441_SP_SET: MEDIAN ISLAND
 EW2441_STAMPING: 6-P-25 1942
 EW2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2441
 EW2441  HISTORY     - Date     Condition        Report By
 EW2441  HISTORY     - 1942     MONUMENTED       CA1980
 EW2441  HISTORY     - 1968     GOOD             CA1980
 EW2441  HISTORY     - 1971     GOOD             CA1980
 EW2441
 EW2441                          STATION DESCRIPTION
 EW2441
 EW2441'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2441'IN LOS ANGELES.
 EW2441'STANDARD TRAVERSE MONUMENT SUNLAND J-5B, STAMPED 6-P-25 1942,
 EW2441'ON THE INTERSECTION OF THE CENTER LINE OF SUNLAND BOULEVARD
 EW2441'WITH THE INTERSECTION OF THE CENTER LINE TANGENTS OF THE CURVE,
 EW2441'IN FOOTHILL BOULEVARD, THAT IS CONTINUOUS THROUGH THE INTERSECTION
 EW2441'WITH NEWHOME AVENUE, IN THE CENTER OF THE MEDIAN ISLAND IN
 EW2441'SUNLAND - FOOTHILL BOULEVARDS, 19.94 FEET WEST OF THE CENTER
 EW2441'LINE OF NEWHOME AVENUE.
 EW2441
 EW2441                          STATION RECOVERY (1971)
 EW2441
 EW2441'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2448 ***********************************************************************
 EW2448  DESIGNATION -  6 P 26 C OF LA
 EW2448  PID         -  EW2448
 EW2448  STATE/COUNTY-  CA/LOS ANGELES
 EW2448  USGS QUAD   -  SUNLAND (1995)
 EW2448
 EW2448                         *CURRENT SURVEY CONTROL
 EW2448  ___________________________________________________________________
 EW2448* NAD 83(1986)-  34 16 02.     (N)    118 20 08.     (W)     SCALED    
 EW2448* NAVD 88     -       366.60   (+/-2cm)    1202.8    (feet)  VERTCON   
 EW2448  ___________________________________________________________________
 EW2448  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EW2448  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2448
 EW2448.The horizontal coordinates were scaled from a topographic map and have
 EW2448.an estimated accuracy of +/- 6 seconds.
 EW2448
 EW2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2448.The vertical order pertains to the NGVD 29 superseded value.
 EW2448
 EW2448.The geoid height was determined by GEOID03.
 EW2448
 EW2448;                    North         East    Units  Estimated Accuracy
 EW2448;SPC CA 5     -   585,160.    1,969,100.      MT  (+/- 180 meters Scaled)
 EW2448
 EW2448                          SUPERSEDED SURVEY CONTROL
 EW2448
 EW2448  NGVD 29 (??/??/92)  365.782  (m)         1200.07   (f) ADJ UNCH    1 1
 EW2448
 EW2448.Superseded values are not recommended for survey control.
 EW2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2448.See file dsdata.txt to determine how the superseded data were derived.
 EW2448
 EW2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT770925(NAD 83)
 EW2448_MARKER: DE = TRAVERSE STATION DISK
 EW2448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW2448_SP_SET: BRIDGE
 EW2448_STAMPING: 6-P-26 1942
 EW2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW2448
 EW2448  HISTORY     - Date     Condition        Report By
 EW2448  HISTORY     - 1942     MONUMENTED       CA1980
 EW2448  HISTORY     - 1968     GOOD             CA1980
 EW2448
 EW2448                          STATION DESCRIPTION
 EW2448
 EW2448'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2448'IN LOS ANGELES.
 EW2448'STANDARD TRAVERSE MONUMENT SUNLAND H-5F, STAMPED 6-P-26 1942,
 EW2448'OVER NORTHERLY ABUTMENT, AT ITS CENTER, OF CONCRETE BRIDGE IN
 EW2448'WENTWORTH PLACE, OVER THE SOUTHERLY CHANNEL OF THE BIG TUJUNGA
 EW2448'WASH, ON THE CENTER LINE OF WENTWORTH PLACE, 32.35 FEET NORTH
 EW2448'OF THE INTERSECTION OF THE TANGENTS OF THE CURVE IN FOOTHILL
 EW2448'BOULEVARD IMMEDIATELY WEST OF WENTWORTH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2445 ***********************************************************************
 EW2445  DESIGNATION -  6 P 27 C OF LA
 EW2445  PID         -  EW2445
 EW2445  STATE/COUNTY-  CA/LOS ANGELES
 EW2445  USGS QUAD   -  SUNLAND (1995)
 EW2445
 EW2445                         *CURRENT SURVEY CONTROL
 EW2445  ___________________________________________________________________
 EW2445* NAD 83(1986)-  34 15 44.     (N)    118 19 41.     (W)     SCALED    
 EW2445* NAVD 88     -       403.603  (meters)    1324.15   (feet)  READJUSTED
 EW2445  ___________________________________________________________________
 EW2445  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EW2445  DYNAMIC HT  -         403.160 (meters)    1322.70  (feet)  COMP
 EW2445  MODELED GRAV-     979,532.6   (mgal)                       NAVD 88
 EW2445
 EW2445  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2445
 EW2445.The horizontal coordinates were scaled from a topographic map and have
 EW2445.an estimated accuracy of +/- 6 seconds.
 EW2445
 EW2445.The orthometric height was determined by differential leveling
 EW2445.and adjusted in September 2004.
 EW2445.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2445.distribution rate of 1.1 thru 2.0 mm/km.
 EW2445.The height was derived from older observations constrained to new
 EW2445.heights in a crustal motion area.  The height is approximate in
 EW2445.relation to other heights in its vicinity.
 EW2445
 EW2445.The geoid height was determined by GEOID03.
 EW2445
 EW2445.The dynamic height is computed by dividing the NAVD 88
 EW2445.geopotential number by the normal gravity value computed on the
 EW2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2445.degrees latitude (g = 980.6199 gals.).
 EW2445
 EW2445.The modeled gravity was interpolated from observed gravity values.
 EW2445
 EW2445;                    North         East    Units  Estimated Accuracy
 EW2445;SPC CA 5     -   584,600.    1,969,790.      MT  (+/- 180 meters Scaled)
 EW2445
 EW2445                          SUPERSEDED SURVEY CONTROL
 EW2445
 EW2445  NGVD 29 (??/??/92)  402.546  (m)         1320.69   (f) ADJ UNCH    1 1
 EW2445
 EW2445.Superseded values are not recommended for survey control.
 EW2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2445.See file dsdata.txt to determine how the superseded data were derived.
 EW2445
 EW2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT777920(NAD 83)
 EW2445_MARKER: DE = TRAVERSE STATION DISK
 EW2445_SETTING: 0 = UNSPECIFIED SETTING
 EW2445_STAMPING: 6-P-27 1942
 EW2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2445
 EW2445  HISTORY     - Date     Condition        Report By
 EW2445  HISTORY     - 1942     MONUMENTED       CA1980
 EW2445  HISTORY     - 1968     GOOD             CA1980
 EW2445  HISTORY     - 1971     GOOD             CA1980
 EW2445
 EW2445                          STATION DESCRIPTION
 EW2445
 EW2445'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2445'IN LOS ANGELES.
 EW2445'STANDARD TRAVERSE MONUMENT SUNLAND I-5G, STAMPED 6-P-27 1942,
 EW2445'ON THE CENTER LINE OF FOOTHILL BOULEVARD, 121.59 FEET WEST OF
 EW2445'THE CENTER LINE OF HILLROSE STREET FROM THE SOUTH.
 EW2445
 EW2445                          STATION RECOVERY (1971)
 EW2445
 EW2445'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5425 ***********************************************************************
 DX5425  DESIGNATION -  6 PCL
 DX5425  PID         -  DX5425
 DX5425  STATE/COUNTY-  CA/RIVERSIDE
 DX5425  USGS QUAD   -  LAKEVIEW (1979)
 DX5425
 DX5425                         *CURRENT SURVEY CONTROL
 DX5425  ___________________________________________________________________
 DX5425* NAD 83(1986)-  33 50 17.     (N)    117 03 55.     (W)     SCALED    
 DX5425* NAVD 88     -       453.107  (meters)    1486.57   (feet)  ADJUSTED  
 DX5425  ___________________________________________________________________
 DX5425  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DX5425  DYNAMIC HT  -         452.583 (meters)    1484.85  (feet)  COMP
 DX5425  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 DX5425
 DX5425  VERT ORDER  -  FIRST     CLASS II
 DX5425
 DX5425.The horizontal coordinates were scaled from a topographic map and have
 DX5425.an estimated accuracy of +/- 6 seconds.
 DX5425
 DX5425.The orthometric height was determined by differential leveling
 DX5425.and adjusted in January 1993.
 DX5425
 DX5425.The geoid height was determined by GEOID03.
 DX5425
 DX5425.The dynamic height is computed by dividing the NAVD 88
 DX5425.geopotential number by the normal gravity value computed on the
 DX5425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5425.degrees latitude (g = 980.6199 gals.).
 DX5425
 DX5425.The modeled gravity was interpolated from observed gravity values.
 DX5425
 DX5425;                    North         East    Units  Estimated Accuracy
 DX5425;SPC CA 6     -   685,660.    1,924,540.      MT  (+/- 180 meters Scaled)
 DX5425
 DX5425                          SUPERSEDED SURVEY CONTROL
 DX5425
 DX5425.No superseded survey control is available for this station.
 DX5425
 DX5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT939442(NAD 83)
 DX5425_MARKER: DB = BENCH MARK DISK
 DX5425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5425_SP_SET: IN TOP WALL OF STRUCTURE
 DX5425_STAMPING: 6 PCL 1967
 DX5425_MARK LOGO: MWDSC 
 DX5425_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5425+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5425
 DX5425  HISTORY     - Date     Condition        Report By
 DX5425  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5425
 DX5425                          STATION DESCRIPTION
 DX5425
 DX5425'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5425'3.1 MILES (5.0 KM) EAST OF LAKEVIEW, 1400 FEET (426.7 M) SOUTHEAST OF
 DX5425'THE INTERSECTION OF BRIDGE STREET AND RAMONA EXPRESSWAY, 50 FEET
 DX5425'(15.2 M) SOUTH OF DIRT ROAD RUNNING ALONG BASE OF THE MOUNTAINS, AT
 DX5425'WEST END OF BROWNLAND SIPHON, ON WEST SIDE OF A COLORADO RIVER
 DX5425'AQUEDUCT STUCTURE, FOUND 3 INCH STANDARD BRASS MWD DISK, SET FLUSH IN
 DX5425'TOP OF WEST WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2435 ***********************************************************************
 EW2435  DESIGNATION -  6 Q 20 C OF LA
 EW2435  PID         -  EW2435
 EW2435  STATE/COUNTY-  CA/LOS ANGELES
 EW2435  USGS QUAD   -  SUNLAND (1995)
 EW2435
 EW2435                         *CURRENT SURVEY CONTROL
 EW2435  ___________________________________________________________________
 EW2435* NAD 83(1986)-  34 15 34.     (N)    118 18 56.     (W)     SCALED    
 EW2435* NAVD 88     -       421.202  (meters)    1381.89   (feet)  READJUSTED
 EW2435  ___________________________________________________________________
 EW2435  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EW2435  DYNAMIC HT  -         420.740 (meters)    1380.38  (feet)  COMP
 EW2435  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 EW2435
 EW2435  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2435
 EW2435.The horizontal coordinates were scaled from a topographic map and have
 EW2435.an estimated accuracy of +/- 6 seconds.
 EW2435
 EW2435.The orthometric height was determined by differential leveling
 EW2435.and adjusted in September 2004.
 EW2435.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2435.distribution rate of 1.1 thru 2.0 mm/km.
 EW2435.The height was derived from older observations constrained to new
 EW2435.heights in a crustal motion area.  The height is approximate in
 EW2435.relation to other heights in its vicinity.
 EW2435
 EW2435.The geoid height was determined by GEOID03.
 EW2435
 EW2435.The dynamic height is computed by dividing the NAVD 88
 EW2435.geopotential number by the normal gravity value computed on the
 EW2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2435.degrees latitude (g = 980.6199 gals.).
 EW2435
 EW2435.The modeled gravity was interpolated from observed gravity values.
 EW2435
 EW2435;                    North         East    Units  Estimated Accuracy
 EW2435;SPC CA 5     -   584,290.    1,970,940.      MT  (+/- 180 meters Scaled)
 EW2435
 EW2435                          SUPERSEDED SURVEY CONTROL
 EW2435
 EW2435  NGVD 29 (??/??/92)  420.135  (m)         1378.39   (f) ADJ UNCH    1 1
 EW2435
 EW2435.Superseded values are not recommended for survey control.
 EW2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2435.See file dsdata.txt to determine how the superseded data were derived.
 EW2435
 EW2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT788917(NAD 83)
 EW2435_MARKER: DE = TRAVERSE STATION DISK
 EW2435_SETTING: 0 = UNSPECIFIED SETTING
 EW2435_STAMPING: 6-Q-20 1942
 EW2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2435
 EW2435  HISTORY     - Date     Condition        Report By
 EW2435  HISTORY     - 1942     MONUMENTED       CA1980
 EW2435  HISTORY     - 1968     GOOD             CA1980
 EW2435  HISTORY     - 1971     GOOD             CA1980
 EW2435
 EW2435                          STATION DESCRIPTION
 EW2435
 EW2435'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2435'IN LOS ANGELES.
 EW2435'STANDARD TRAVERSE MONUMENT SUNLAND K-5A, STAMPED 6-Q-20 1942, ON
 EW2435'THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND ORO
 EW2435'VISTA AVENUE.
 EW2435
 EW2435                          STATION RECOVERY (1971)
 EW2435
 EW2435'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2429 ***********************************************************************
 EW2429  DESIGNATION -  6 Q 21 C OF LA
 EW2429  PID         -  EW2429
 EW2429  STATE/COUNTY-  CA/LOS ANGELES
 EW2429  USGS QUAD   -  SUNLAND (1995)
 EW2429
 EW2429                         *CURRENT SURVEY CONTROL
 EW2429  ___________________________________________________________________
 EW2429* NAD 83(1986)-  34 15 34.     (N)    118 18 25.     (W)     SCALED    
 EW2429* NAVD 88     -       443.224  (meters)    1454.14   (feet)  READJUSTED
 EW2429  ___________________________________________________________________
 EW2429  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 EW2429  DYNAMIC HT  -         442.740 (meters)    1452.56  (feet)  COMP
 EW2429  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 EW2429
 EW2429  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2429
 EW2429.The horizontal coordinates were scaled from a topographic map and have
 EW2429.an estimated accuracy of +/- 6 seconds.
 EW2429
 EW2429.The orthometric height was determined by differential leveling
 EW2429.and adjusted in September 2004.
 EW2429.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2429.distribution rate of 1.1 thru 2.0 mm/km.
 EW2429.The height was derived from older observations constrained to new
 EW2429.heights in a crustal motion area.  The height is approximate in
 EW2429.relation to other heights in its vicinity.
 EW2429
 EW2429.The geoid height was determined by GEOID03.
 EW2429
 EW2429.The dynamic height is computed by dividing the NAVD 88
 EW2429.geopotential number by the normal gravity value computed on the
 EW2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2429.degrees latitude (g = 980.6199 gals.).
 EW2429
 EW2429.The modeled gravity was interpolated from observed gravity values.
 EW2429
 EW2429;                    North         East    Units  Estimated Accuracy
 EW2429;SPC CA 5     -   584,290.    1,971,730.      MT  (+/- 180 meters Scaled)
 EW2429
 EW2429                          SUPERSEDED SURVEY CONTROL
 EW2429
 EW2429  NGVD 29 (??/??/92)  442.155  (m)         1450.64   (f) ADJ UNCH    1 1
 EW2429
 EW2429.Superseded values are not recommended for survey control.
 EW2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2429.See file dsdata.txt to determine how the superseded data were derived.
 EW2429
 EW2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT796916(NAD 83)
 EW2429_MARKER: DE = TRAVERSE STATION DISK
 EW2429_SETTING: 0 = UNSPECIFIED SETTING
 EW2429_STAMPING: 6-Q-21 1942
 EW2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2429
 EW2429  HISTORY     - Date     Condition        Report By
 EW2429  HISTORY     - 1942     MONUMENTED       CA1980
 EW2429  HISTORY     - 1968     GOOD             CA1980
 EW2429  HISTORY     - 1971     GOOD             CA1980
 EW2429
 EW2429                          STATION DESCRIPTION
 EW2429
 EW2429'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2429'IN LOS ANGELES.
 EW2429'STANDARD TRAVERSE MONUMENT SUNLAND L-5B, STAMPED 6-Q-21 1942,
 EW2429'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2429'WOODWARD AVENUE.
 EW2429
 EW2429                          STATION RECOVERY (1971)
 EW2429
 EW2429'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2423 ***********************************************************************
 EW2423  DESIGNATION -  6 Q 22 C OF LA
 EW2423  PID         -  EW2423
 EW2423  STATE/COUNTY-  CA/LOS ANGELES
 EW2423  USGS QUAD   -  SUNLAND (1995)
 EW2423
 EW2423                         *CURRENT SURVEY CONTROL
 EW2423  ___________________________________________________________________
 EW2423* NAD 83(1986)-  34 15 33.     (N)    118 18 13.     (W)     SCALED    
 EW2423* NAVD 88     -       458.524  (meters)    1504.34   (feet)  READJUSTED
 EW2423  ___________________________________________________________________
 EW2423  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2423  DYNAMIC HT  -         458.020 (meters)    1502.69  (feet)  COMP
 EW2423  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 EW2423
 EW2423  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2423
 EW2423.The horizontal coordinates were scaled from a topographic map and have
 EW2423.an estimated accuracy of +/- 6 seconds.
 EW2423
 EW2423.The orthometric height was determined by differential leveling
 EW2423.and adjusted in September 2004.
 EW2423.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2423.distribution rate of 1.1 thru 2.0 mm/km.
 EW2423.The height was derived from older observations constrained to new
 EW2423.heights in a crustal motion area.  The height is approximate in
 EW2423.relation to other heights in its vicinity.
 EW2423
 EW2423.The geoid height was determined by GEOID03.
 EW2423
 EW2423.The dynamic height is computed by dividing the NAVD 88
 EW2423.geopotential number by the normal gravity value computed on the
 EW2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2423.degrees latitude (g = 980.6199 gals.).
 EW2423
 EW2423.The modeled gravity was interpolated from observed gravity values.
 EW2423
 EW2423;                    North         East    Units  Estimated Accuracy
 EW2423;SPC CA 5     -   584,250.    1,972,040.      MT  (+/- 180 meters Scaled)
 EW2423
 EW2423                          SUPERSEDED SURVEY CONTROL
 EW2423
 EW2423  NGVD 29 (??/??/92)  457.455  (m)         1500.83   (f) ADJ UNCH    1 1
 EW2423
 EW2423.Superseded values are not recommended for survey control.
 EW2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2423.See file dsdata.txt to determine how the superseded data were derived.
 EW2423
 EW2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT799916(NAD 83)
 EW2423_MARKER: DE = TRAVERSE STATION DISK
 EW2423_SETTING: 0 = UNSPECIFIED SETTING
 EW2423_STAMPING: 6-Q-22 1942
 EW2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2423
 EW2423  HISTORY     - Date     Condition        Report By
 EW2423  HISTORY     - 1942     MONUMENTED       CA1980
 EW2423  HISTORY     - 1968     GOOD             CA1980
 EW2423  HISTORY     - 1971     GOOD             CA1980
 EW2423
 EW2423                          STATION DESCRIPTION
 EW2423
 EW2423'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2423'IN LOS ANGELES.
 EW2423'STANDARD TRAVERSE MONUMENT SUNLAND L-5C, STAMPED 6-Q-22 1942,
 EW2423'ON THE CENTER LINE INTERSECTION OF FOOTHILL BOULEVARD AND
 EW2423'SUMMITROSE STREET, 1.04 FEET WEST OF CENTER LINE OF GREENBURN
 EW2423'AVENUE.
 EW2423
 EW2423                          STATION RECOVERY (1971)
 EW2423
 EW2423'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2416 ***********************************************************************
 EW2416  DESIGNATION -  6 Q 23 C OF LA
 EW2416  PID         -  EW2416
 EW2416  STATE/COUNTY-  CA/LOS ANGELES
 EW2416  USGS QUAD   -  SUNLAND (1995)
 EW2416
 EW2416                         *CURRENT SURVEY CONTROL
 EW2416  ___________________________________________________________________
 EW2416* NAD 83(1986)-  34 15 14.     (N)    118 17 52.     (W)     SCALED    
 EW2416* NAVD 88     -       486.747  (meters)    1596.94   (feet)  READJUSTED
 EW2416  ___________________________________________________________________
 EW2416  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2416  DYNAMIC HT  -         486.210 (meters)    1595.17  (feet)  COMP
 EW2416  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 EW2416
 EW2416  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2416
 EW2416.The horizontal coordinates were scaled from a topographic map and have
 EW2416.an estimated accuracy of +/- 6 seconds.
 EW2416
 EW2416.The orthometric height was determined by differential leveling
 EW2416.and adjusted in September 2004.
 EW2416.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2416.distribution rate of 0.0 thru 1.0 mm/km.
 EW2416.The height was derived from older observations constrained to new
 EW2416.heights in a crustal motion area.  The height is approximate in
 EW2416.relation to other heights in its vicinity.
 EW2416
 EW2416.The geoid height was determined by GEOID03.
 EW2416
 EW2416.The dynamic height is computed by dividing the NAVD 88
 EW2416.geopotential number by the normal gravity value computed on the
 EW2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2416.degrees latitude (g = 980.6199 gals.).
 EW2416
 EW2416.The modeled gravity was interpolated from observed gravity values.
 EW2416
 EW2416;                    North         East    Units  Estimated Accuracy
 EW2416;SPC CA 5     -   583,670.    1,972,570.      MT  (+/- 180 meters Scaled)
 EW2416
 EW2416                          SUPERSEDED SURVEY CONTROL
 EW2416
 EW2416  NGVD 29 (??/??/92)  485.674  (m)         1593.42   (f) ADJ UNCH    1 1
 EW2416
 EW2416.Superseded values are not recommended for survey control.
 EW2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2416.See file dsdata.txt to determine how the superseded data were derived.
 EW2416
 EW2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT805910(NAD 83)
 EW2416_MARKER: DE = TRAVERSE STATION DISK
 EW2416_SETTING: 0 = UNSPECIFIED SETTING
 EW2416_STAMPING: 6-Q-23 1942
 EW2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2416
 EW2416  HISTORY     - Date     Condition        Report By
 EW2416  HISTORY     - 1942     MONUMENTED       CA1980
 EW2416  HISTORY     - 1968     GOOD             CA1980
 EW2416  HISTORY     - 1971     GOOD             CA1980
 EW2416
 EW2416                          STATION DESCRIPTION
 EW2416
 EW2416'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2416'IN LOS ANGELES.
 EW2416'STANDARD TRAVERSE MONUMENT LA CRESCENTA A-6B, STAMPED 6-Q-23
 EW2416'1942, ON THE INTERSECTION OF THE CENTER LINE TANGENTS OF THE
 EW2416'CURVE IN FOOTHILL BOULEVARD CONTINUOUS THROUGH THE INTERSECTION
 EW2416'WITH PLAINVIEW AVENUE, 105.60 FEET EAST OF A MONUMENT ON THE
 EW2416'INTERSECTION OF THE CENTER LINE OF PLAINVIEW AVENUE AND THE
 EW2416'CENTER LINE TANGENT, FROM THE WEST, OF FOOTHILL BOULEVARD-- 24
 EW2416'FEET NORTH OF THE SOUTH CURB LINE OF FOOTHILL BOULEVARD.
 EW2416
 EW2416                          STATION RECOVERY (1971)
 EW2416
 EW2416'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2412 ***********************************************************************
 EW2412  DESIGNATION -  6 Q 24 C OF LA
 EW2412  PID         -  EW2412
 EW2412  STATE/COUNTY-  CA/LOS ANGELES
 EW2412  USGS QUAD   -  SUNLAND (1995)
 EW2412
 EW2412                         *CURRENT SURVEY CONTROL
 EW2412  ___________________________________________________________________
 EW2412* NAD 83(1986)-  34 15 01.     (N)    118 17 32.     (W)     SCALED    
 EW2412* NAVD 88     -       509.955  (meters)    1673.08   (feet)  READJUSTED
 EW2412  ___________________________________________________________________
 EW2412  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2412  DYNAMIC HT  -         509.390 (meters)    1671.22  (feet)  COMP
 EW2412  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 EW2412
 EW2412  VERT ORDER  -  * READJUSTED, Code   , SEE BELOW
 EW2412
 EW2412.The horizontal coordinates were scaled from a topographic map and have
 EW2412.an estimated accuracy of +/- 6 seconds.
 EW2412
 EW2412.The orthometric height was determined by differential leveling
 EW2412.and adjusted in September 2004.
 EW2412.The height was derived from older observations constrained to new
 EW2412.heights in a crustal motion area.  The height is approximate in
 EW2412.relation to other heights in its vicinity.
 EW2412
 EW2412.The geoid height was determined by GEOID03.
 EW2412
 EW2412.The dynamic height is computed by dividing the NAVD 88
 EW2412.geopotential number by the normal gravity value computed on the
 EW2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2412.degrees latitude (g = 980.6199 gals.).
 EW2412
 EW2412.The modeled gravity was interpolated from observed gravity values.
 EW2412
 EW2412;                    North         East    Units  Estimated Accuracy
 EW2412;SPC CA 5     -   583,260.    1,973,080.      MT  (+/- 180 meters Scaled)
 EW2412
 EW2412                          SUPERSEDED SURVEY CONTROL
 EW2412
 EW2412  NGVD 29 (??/??/92)  508.876  (m)         1669.54   (f) ADJ UNCH    1 1
 EW2412
 EW2412.Superseded values are not recommended for survey control.
 EW2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2412.See file dsdata.txt to determine how the superseded data were derived.
 EW2412
 EW2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT810906(NAD 83)
 EW2412_MARKER: DE = TRAVERSE STATION DISK
 EW2412_SETTING: 0 = UNSPECIFIED SETTING
 EW2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2412
 EW2412  HISTORY     - Date     Condition        Report By
 EW2412  HISTORY     - UNK      MONUMENTED       CA1980
 EW2412  HISTORY     - 1968     GOOD             CA1980
 EW2412  HISTORY     - 1971     GOOD             CA1980
 EW2412
 EW2412                          STATION DESCRIPTION
 EW2412
 EW2412'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2412'IN LOS ANGELES.
 EW2412'STANDARD TRAVERSE MONUMENT LA CRESCENTA B-6B (VALLEY NUMBER
 EW2412'6-Q-24) ON THE INTERSECTION OF THE CENTER LINE TANGENTS OF
 EW2412'THE CURVE IN FOOTHILL BOULEVARD THAT IS CONTINUOUS THROUGH
 EW2412'THE INTERSECTION WITH REDMONT AVENUE FROM THE NORTH, 40.29 FEET
 EW2412'WEST OF THE INTERSECTION OF THE CENTER LINE PRODUCED OF REDMONT
 EW2412'AVENUE AND THE CENTER LINE TANGENT, FROM THE EAST, OF FOOTHILL
 EW2412'BOULEVARD.
 EW2412
 EW2412                          STATION RECOVERY (1971)
 EW2412
 EW2412'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1200 ***********************************************************************
 EW1200  DESIGNATION -  6 S
 EW1200  PID         -  EW1200
 EW1200  STATE/COUNTY-  CA/LOS ANGELES
 EW1200  USGS QUAD   -  LOS ANGELES (1994)
 EW1200
 EW1200                         *CURRENT SURVEY CONTROL
 EW1200  ___________________________________________________________________
 EW1200* NAD 83(1986)-  34 06 48.     (N)    118 14 55.     (W)     SCALED    
 EW1200* NAVD 88     -       118.457  (meters)     388.64   (feet)  ADJUSTED  
 EW1200  ___________________________________________________________________
 EW1200  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EW1200  DYNAMIC HT  -         118.334 (meters)     388.23  (feet)  COMP
 EW1200  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 EW1200
 EW1200  VERT ORDER  -  FIRST     CLASS I
 EW1200
 EW1200.The horizontal coordinates were scaled from a topographic map and have
 EW1200.an estimated accuracy of +/- 6 seconds.
 EW1200
 EW1200.The orthometric height was determined by differential leveling
 EW1200.and adjusted in June 1995.
 EW1200.WARNING-Repeat measurements at this control monument indicate possible
 EW1200.vertical movement.
 EW1200
 EW1200.The geoid height was determined by GEOID03.
 EW1200
 EW1200.The dynamic height is computed by dividing the NAVD 88
 EW1200.geopotential number by the normal gravity value computed on the
 EW1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1200.degrees latitude (g = 980.6199 gals.).
 EW1200
 EW1200.The modeled gravity was interpolated from observed gravity values.
 EW1200
 EW1200;                    North         East    Units  Estimated Accuracy
 EW1200;SPC CA 5     -   568,060.    1,977,060.      MT  (+/- 180 meters Scaled)
 EW1200
 EW1200                          SUPERSEDED SURVEY CONTROL
 EW1200
 EW1200  NAVD 88 (06/15/91)  118.478  (m)          388.71   (f) UNKNOWN     1 1
 EW1200
 EW1200.Superseded values are not recommended for survey control.
 EW1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1200.See file dsdata.txt to determine how the superseded data were derived.
 EW1200
 EW1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT848754(NAD 83)
 EW1200_MARKER: DB = BENCH MARK DISK
 EW1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1200_SP_SET: SQUARE CONCRETE MONUMENT
 EW1200_STAMPING: 6-S 386.32
 EW1200_MARK LOGO: CA1980
 EW1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1200+STABILITY: SURFACE MOTION
 EW1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW1200+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1200
 EW1200  HISTORY     - Date     Condition        Report By
 EW1200  HISTORY     - UNK      MONUMENTED       CA1980
 EW1200  HISTORY     - 1968     GOOD             CA1980
 EW1200  HISTORY     - 1971     GOOD             CA1980
 EW1200  HISTORY     - 1976     GOOD             NGS
 EW1200  HISTORY     - 1978     GOOD             NGS
 EW1200  HISTORY     - 19890523 GOOD             NGS
 EW1200  HISTORY     - 19940724 GOOD             NGS
 EW1200
 EW1200                          STATION DESCRIPTION
 EW1200
 EW1200'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1200'IN LOS ANGELES.
 EW1200'STANDARD BENCH MARK BRASS DISC, STAMPED 6-S, IN THE 8 INCH
 EW1200'CONCRETE MONUMENT, 2.4 FEET NORTHEAST OF THE NORTHEAST CURB
 EW1200'LINE OF CASITAS AVENUE, 97.5 FEET NORTHWEST OF THE BEGINNING
 EW1200'OF CURB RETURN NORTHWEST OF FLETCHER DRIVE.
 EW1200
 EW1200                          STATION RECOVERY (1971)
 EW1200
 EW1200'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1200'RECOVERED IN GOOD CONDITION.
 EW1200
 EW1200                          STATION RECOVERY (1976)
 EW1200
 EW1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1200'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW1200'STATION AT GLENDALE, 182 FT SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 EW1200'MAIN TRACK, 97.8 FT NORTHWEST OF CURB RETURN NORTHWEST OF FLETCHER
 EW1200'DRIVE, 2.4 FT NORTHEAST OF NORTHEAST CURB OF CASITAS AVENUE, 2 FT
 EW1200'SOUTHEAST OF SOUTHEAST EDGE OF CONCRETE DRIVEWAY, 72.3 FT NORTHWEST OF
 EW1200'POWER GUY POLE 293321M.
 EW1200
 EW1200                          STATION RECOVERY (1978)
 EW1200
 EW1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1200'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW1200'STATION AT GLENDALE, 182 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 EW1200'MAIN TRACK, 97.8 FT. NORTHWEST OF CURB RETURN NORTHWEST OF FLETCHER
 EW1200'DRIVE, 2.4 FT. NORTHEAST OF NORTHEAST CURB OF CASITAS AVENUE, 2 FT.
 EW1200'SOUTHEAST OF SOUTHEAST EDGE OF CONCRETE DRIVEWAY, 72.3 FT. NORTHWEST
 EW1200'OF POWER GUY POLE 293321M.
 EW1200
 EW1200                          STATION RECOVERY (1989)
 EW1200
 EW1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1200'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT LOS
 EW1200'ANGELES, AT 3131 CASITAS AVENUE, 37.4 M (122.7 FT) SE OF THE S CORNER
 EW1200'OF A BUILDING AT CASITAS AVENUE, 12.5 M (41.0 FT) NW OF THE N CORNER
 EW1200'OF A 3.0-BY-15.0 FT CONCRETE CATCH BASIN, 11.4 M (37.4 FT) SE OF A
 EW1200'UTILITY LIGHT POLE, 5.1 M (16.7 FT) NE OF THE CENTER OF THE AVENUE,
 EW1200'2.2 M (7.2 FT) SW OF THE SW EDGE OF A SIDEWALK, 0.7 M (2.3 FT) NE OF
 EW1200'A CURB, 0.6 M (2.0 FT) SE OF THE SE CONCRETE EDGE OF A DRIVEWAY AND
 EW1200'0.2 M (0.7 FT) ABOVE THE AVENUE SURFACE AND LEVEL WITH THE GROUND
 EW1200'SURFACE.
 EW1200
 EW1200                          STATION RECOVERY (1994)
 EW1200
 EW1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1200'IN LOS ANGELES, AT THE INTERSECTION OF FLETCHER DRIVE AND CASITAS
 EW1200'AVENUE, 49.6 M (162.7 FT) NORTHWEST OF THE NORTHWEST RETAINING WALL OF
 EW1200'THE SOUTHERN PACIFIC RAILROAD OVERPASS OF THE DRIVE, 37.0 M (121.4 FT)
 EW1200'SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING AT 3131 CASITAS AVENUE,
 EW1200'12.4 M (40.7 FT) NORTHWEST OF THE NORTH CORNER OF A CATCH BASIN, 11.2
 EW1200'M (36.7 FT) SOUTHEAST OF A STREET LIGHT POLE, 5.9 M (19.4 FT)
 EW1200'NORTHEAST OF THE AVENUE CENTER, 3.3 M (10.8 FT) SOUTHEAST OF THE
 EW1200'CENTER OF A DRIVEWAY, 2.2 M (7.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 EW1200'OF A SIDEWALK, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 EW1200'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1292 ***********************************************************************
 KT1292  DESIGNATION -  6 S USGS
 KT1292  PID         -  KT1292
 KT1292  STATE/COUNTY-  CA/MENDOCINO
 KT1292  USGS QUAD   -  FOSTER MTN (1991)
 KT1292
 KT1292                         *CURRENT SURVEY CONTROL
 KT1292  ___________________________________________________________________
 KT1292* NAD 83(1986)-  39 28 03.     (N)    123 12 43.     (W)     SCALED    
 KT1292* NAVD 88     -       441.59   (+/-2cm)    1448.8    (feet)  VERTCON   
 KT1292  ___________________________________________________________________
 KT1292  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 KT1292  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1292
 KT1292.The horizontal coordinates were scaled from a topographic map and have
 KT1292.an estimated accuracy of +/- 6 seconds.
 KT1292
 KT1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1292.The vertical order pertains to the NGVD 29 superseded value.
 KT1292
 KT1292.The geoid height was determined by GEOID03.
 KT1292
 KT1292;                    North         East    Units  Estimated Accuracy
 KT1292;SPC CA 2     -   700,600.    1,895,720.      MT  (+/- 180 meters Scaled)
 KT1292
 KT1292                          SUPERSEDED SURVEY CONTROL
 KT1292
 KT1292  NGVD 29 (??/??/92)  440.672  (m)         1445.77   (f) ADJ UNCH    1 2
 KT1292
 KT1292.Superseded values are not recommended for survey control.
 KT1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1292.See file dsdata.txt to determine how the superseded data were derived.
 KT1292
 KT1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ817686(NAD 83)
 KT1292_MARKER: DD = SURVEY DISK
 KT1292_SETTING: 66 = SET IN ROCK OUTCROP
 KT1292_SP_SET: OUTCROP
 KT1292_STAMPING: NO 6 S 1924
 KT1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1292+STABILITY: POSITION/ELEVATION WELL
 KT1292
 KT1292  HISTORY     - Date     Condition        Report By
 KT1292  HISTORY     - 1924     MONUMENTED       USGS
 KT1292  HISTORY     - 1966     GOOD             NGS
 KT1292
 KT1292                          STATION DESCRIPTION
 KT1292
 KT1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT1292'2.1 MI S FROM HEARST.
 KT1292'2.1 MILES SOUTH ALONG HEARST ROAD FROM A LARGE BUILDING AT
 KT1292'HEARST, 0.05 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD EAST,
 KT1292'ON THE OUTSIDE OF A CURVE, IN THE TOP OF A 15- BY 20-FOOT
 KT1292'OUTCROP, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 33
 KT1292'FEET NORTHEAST OF THE NORTHEAST END OF A 48-INCH PIPE CULVERT,
 KT1292'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5179 ***********************************************************************
 EW5179  DESIGNATION -  6 USE
 EW5179  PID         -  EW5179
 EW5179  STATE/COUNTY-  CA/VENTURA
 EW5179  USGS QUAD   -  CAMARILLO (1967)
 EW5179
 EW5179                         *CURRENT SURVEY CONTROL
 EW5179  ___________________________________________________________________
 EW5179* NAD 83(1986)-  34 12 22.     (N)    119 04 35.     (W)     SCALED    
 EW5179* NAVD 88     -        21.79   (+/-2cm)      71.5    (feet)  VERTCON   
 EW5179  ___________________________________________________________________
 EW5179  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 EW5179  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW5179
 EW5179.This mark is at Camarillo Airport (CMA)
 EW5179
 EW5179.The horizontal coordinates were scaled from a topographic map and have
 EW5179.an estimated accuracy of +/- 6 seconds.
 EW5179
 EW5179.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5179.The vertical order pertains to the NGVD 29 superseded value.
 EW5179
 EW5179.The geoid height was determined by GEOID03.
 EW5179
 EW5179;                    North         East    Units  Estimated Accuracy
 EW5179;SPC CA 5     -   578,860.    1,900,800.      MT  (+/- 180 meters Scaled)
 EW5179
 EW5179                          SUPERSEDED SURVEY CONTROL
 EW5179
 EW5179  NGVD 29 (??/??/92)   21.07   (m)           69.1    (f) COMPUTED    1 2
 EW5179
 EW5179.Superseded values are not recommended for survey control.
 EW5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5179.See file dsdata.txt to determine how the superseded data were derived.
 EW5179
 EW5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT086869(NAD 83)
 EW5179_MARKER: DD = SURVEY DISK
 EW5179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5179_SP_SET: CONCRETE BASE
 EW5179_STAMPING: BM 6 8-55
 EW5179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5179
 EW5179  HISTORY     - Date     Condition        Report By
 EW5179  HISTORY     - 1955     MONUMENTED       DOD
 EW5179  HISTORY     - 1961     GOOD             NGS
 EW5179  HISTORY     - 1969     GOOD             NGS
 EW5179
 EW5179                          STATION DESCRIPTION
 EW5179
 EW5179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW5179'3.9 MI W FROM CAMARILLO.
 EW5179'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EW5179'FROM THE STATION AT CAMARILLO, THENCE 0.7 MILE NORTH ALONG
 EW5179'LAS POSAS ROAD, THENCE 0.4 MILE WEST ALONG PLEASANT VALLEY
 EW5179'ROAD, AT THE EAST MAIN ENTRANCE AT THE OXNARD AIR FORCE BASE,
 EW5179'IN THE TOP OF THE NORTHEAST CORNER OF A 4 BY 4 FOOT CONCRETE
 EW5179'BASE SUPPORTING CENTER OF WATER TOWER, 59 FEET WEST-NORTHWEST
 EW5179'OF THE NORTHWEST CORNER OF SENTRY BUILDING 212, 30 FEET
 EW5179'WEST OF THE WEST CURB OF THE ENTRANCE STREET, 67 FEET
 EW5179'NORTH-NORTHEAST OF A FENCE CORNER, AND ABOUT 1 FOOT HIGHER
 EW5179'THAN THE STREET.
 EW5179
 EW5179                          STATION RECOVERY (1969)
 EW5179
 EW5179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EW5179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0937 ***********************************************************************
 HT0937  DESIGNATION -  6+40.14 EBMUD
 HT0937  PID         -  HT0937
 HT0937  STATE/COUNTY-  CA/CONTRA COSTA
 HT0937  USGS QUAD   -  SAN QUENTIN (1995)
 HT0937
 HT0937                         *CURRENT SURVEY CONTROL
 HT0937  ___________________________________________________________________
 HT0937* NAD 83(1986)-  37 55 57.     (N)    122 23 54.     (W)     SCALED    
 HT0937* NAVD 88     -        11.08   (+/-2cm)      36.4    (feet)  VERTCON   
 HT0937  ___________________________________________________________________
 HT0937  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 HT0937  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0937
 HT0937.The horizontal coordinates were scaled from a topographic map and have
 HT0937.an estimated accuracy of +/- 6 seconds.
 HT0937
 HT0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0937.The vertical order pertains to the NGVD 29 superseded value.
 HT0937
 HT0937.The geoid height was determined by GEOID03.
 HT0937
 HT0937;                    North         East    Units  Estimated Accuracy
 HT0937;SPC CA 3     -   660,670.    1,833,130.      MT  (+/- 180 meters Scaled)
 HT0937
 HT0937                          SUPERSEDED SURVEY CONTROL
 HT0937
 HT0937  NGVD 29 (??/??/92)   10.27   (m)           33.7    (f) COMPUTED    1 2
 HT0937
 HT0937.Superseded values are not recommended for survey control.
 HT0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0937.See file dsdata.txt to determine how the superseded data were derived.
 HT0937
 HT0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG528984(NAD 83)
 HT0937_MARKER: P = PIPE CAP
 HT0937_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0937_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0937_STAMPING: 6+40.14
 HT0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0937
 HT0937  HISTORY     - Date     Condition        Report By
 HT0937  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0937  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0937
 HT0937                          STATION DESCRIPTION
 HT0937
 HT0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0937'AT POINT RICHMOND.
 HT0937'AT POINT RICHMOND, CONTRA COSTA COUNTY, 117 FEET SOUTHWEST
 HT0937'OF THE SOUTH RAIL OF THE CONCRETE BRIDGE OVER THE STANDARD
 HT0937'OIL CO. PIPE LINES, AND 30 FEET SOUTHEAST OF THE CENTERLINE OF
 HT0937'THE SAN RAFAEL FERRY ROAD.  AN EAST BAY MUNICIPAL UTILITIES
 HT0937'DISTRICT STANDARD DISK, STAMPED 6+40.14 AND SET IN THE TOP OF
 HT0937'A 4-1/2 INCH CONCRETE-FILLED PIPE SET IN CONCRETE, PROJECTING
 HT0937'6 INCHES ABOVE GROUND.  NOTE-- THE RICHMOND-SAN RAFAEL FREEWAY
 HT0937'CROSSES THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AD9486 ***********************************************************************
 AD9486  DESIGNATION -  6+50 LT
 AD9486  PID         -  AD9486
 AD9486  STATE/COUNTY-  CA/RIVERSIDE
 AD9486  USGS QUAD   -  LAKE MATHEWS (1988)
 AD9486
 AD9486                         *CURRENT SURVEY CONTROL
 AD9486  ___________________________________________________________________
 AD9486* NAD 83(1986)-  33 50 32.     (N)    117 27 45.     (W)     SCALED    
 AD9486* NAVD 88     -       428.960  (meters)    1407.35   (feet)  ADJUSTED  
 AD9486  ___________________________________________________________________
 AD9486  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AD9486  DYNAMIC HT  -         428.482 (meters)    1405.78  (feet)  COMP
 AD9486  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 AD9486
 AD9486  VERT ORDER  -  FIRST     CLASS II
 AD9486
 AD9486.The horizontal coordinates were scaled from a topographic map and have
 AD9486.an estimated accuracy of +/- 6 seconds.
 AD9486
 AD9486.The orthometric height was determined by differential leveling
 AD9486.and adjusted in August 1997.
 AD9486
 AD9486.The geoid height was determined by GEOID03.
 AD9486
 AD9486.The dynamic height is computed by dividing the NAVD 88
 AD9486.geopotential number by the normal gravity value computed on the
 AD9486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9486.degrees latitude (g = 980.6199 gals.).
 AD9486
 AD9486.The modeled gravity was interpolated from observed gravity values.
 AD9486
 AD9486;                    North         East    Units  Estimated Accuracy
 AD9486;SPC CA 6     -   686,480.    1,887,780.      MT  (+/- 180 meters Scaled)
 AD9486
 AD9486                          SUPERSEDED SURVEY CONTROL
 AD9486
 AD9486.No superseded survey control is available for this station.
 AD9486
 AD9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT572447(NAD 83)
 AD9486_MARKER: DD = SURVEY DISK
 AD9486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD9486_SP_SET: PARAPET WALL
 AD9486_STAMPING: 6+50 LT.
 AD9486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9486+STABILITY: SURFACE MOTION
 AD9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9486+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 AD9486
 AD9486  HISTORY     - Date     Condition        Report By
 AD9486  HISTORY     - 1967     MONUMENTED       MWDSC
 AD9486  HISTORY     - 19950123 GOOD             MWDSC
 AD9486
 AD9486                          STATION DESCRIPTION
 AD9486
 AD9486'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AD9486'FROM 91 FRWY GO SOUTH ON LA SIERRA AVE TO EL SOBRANTE RD, CONTINUE 1.4
 AD9486'MILES (2.3 KM) SOUTH ALONG LA SIERRA TO LAKE MATHEWS DAM SPILLWAY, 0.9
 AD9486'MILE (1.4 KM) NORTH OF CAJALCO ROAD.  A 1-3/8 INCH BRASS DISK WITH
 AD9486'NAIL STAMPED 6+50 LT.  SET FLUSH AT 6.5 FEET (2.0 M) SOUTH OF NORTH
 AD9486'END OF CONCRETE PARAPET WALL WITH CHAIN LINK AND BARB WIRE FENCE, AT
 AD9486'SPILLWAY STRUCTURE.  26.5 FEET (8.1 M) EAST OF THE CENTERLINE LA
 AD9486'SIERRA AV 35.5 FEET (10.8 M) NORTH OF CENTERLINE OF SPILLWAY AND 1
 AD9486'FEET (0.3 M) ABOVE ROAD SURFACE.  REF MWD FB 2513 02 074.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3752 ***********************************************************************
 HS3752  TIDAL BM    -  This is a Tidal Bench Mark.
 HS3752  DESIGNATION -  6.40 EBMUD
 HS3752  PID         -  HS3752
 HS3752  STATE/COUNTY-  CA/CONTRA COSTA
 HS3752  USGS QUAD   -  WOODWARD ISLAND (1978)
 HS3752
 HS3752                         *CURRENT SURVEY CONTROL
 HS3752  ___________________________________________________________________
 HS3752* NAD 83(1986)-  37 56 21.     (N)    121 34 38.     (W)     SCALED    
 HS3752* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 HS3752  ___________________________________________________________________
 HS3752  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HS3752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3752
 HS3752.The horizontal coordinates were scaled from a topographic map and have
 HS3752.an estimated accuracy of +/- 6 seconds.
 HS3752
 HS3752.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3752.The vertical order pertains to the NGVD 29 superseded value.
 HS3752
 HS3752.This Tidal Bench Mark is designated as VM 11855
 HS3752.by the Center for Operational Oceanographic Products and Services.
 HS3752
 HS3752.The geoid height was determined by GEOID03.
 HS3752
 HS3752;                    North         East    Units  Estimated Accuracy
 HS3752;SPC CA 3     -   660,270.    1,905,320.      MT  (+/- 180 meters Scaled)
 HS3752
 HS3752                          SUPERSEDED SURVEY CONTROL
 HS3752
 HS3752  NGVD 29 (??/??/92)    1.959  (m)            6.43   (f) ADJ UNCH    2 0
 HS3752
 HS3752.Superseded values are not recommended for survey control.
 HS3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3752.See file dsdata.txt to determine how the superseded data were derived.
 HS3752
 HS3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH250000(NAD 83)
 HS3752_MARKER: DD = SURVEY DISK
 HS3752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3752_SP_SET: CONCRETE BOX MANHOLE
 HS3752_STAMPING: STA P 2580 12.56 F 2580 11.26 ELEV 6.40
 HS3752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3752
 HS3752  HISTORY     - Date     Condition        Report By
 HS3752  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3752  HISTORY     - 1951     GOOD             NGS
 HS3752  HISTORY     - 1966     GOOD             NGS
 HS3752
 HS3752                          STATION DESCRIPTION
 HS3752
 HS3752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3752'0.8 MI W FROM ORWOOD.
 HS3752'0.8 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 HS3752'FROM THE WEST END OF THE DRAWBRIDGE OVER THE OLD RIVER AT ORWOOD,
 HS3752'ABOUT 60 YARDS SOUTH OF ELECTRIC SIGNAL NO. 11371, AT THE
 HS3752'CROSSING OF EBMUD 60-INCH TWIN PIPES UNDER ORWOOD ROAD, IN TOP
 HS3752'OF THE CONCRETE BOX MANHOLE NO. 143 OVER THE TOP OF THE NORTH PIPE,
 HS3752'37.4 FEET WEST OF AND ACROSS THE ROAD FROM BM 2.67 (EBMUD), 21
 HS3752'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.9 FEET NORTH OF
 HS3752'THE SOUTH EDGE OF THE MANHOLE, 2.8 FEET EAST OF THE WEST EDGE OF
 HS3752'THE MANHOLE, AND SET ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 HS3752
 HS3752                          STATION RECOVERY (1966)
 HS3752
 HS3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS3752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9133 ***********************************************************************
 EW9133  DESIGNATION -  6.7 B CADWR
 EW9133  PID         -  EW9133
 EW9133  STATE/COUNTY-  CA/LOS ANGELES
 EW9133  USGS QUAD   -  LEBEC (1991)
 EW9133
 EW9133                         *CURRENT SURVEY CONTROL
 EW9133  ___________________________________________________________________
 EW9133* NAD 83(1986)-  34 46 20.     (N)    118 46 15.     (W)     SCALED    
 EW9133* NAVD 88     -      1008.772  (meters)    3309.61   (feet)  READJUSTED
 EW9133  ___________________________________________________________________
 EW9133  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW9133  DYNAMIC HT  -        1007.580 (meters)    3305.70  (feet)  COMP
 EW9133  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 EW9133
 EW9133  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9133
 EW9133.The horizontal coordinates were scaled from a topographic map and have
 EW9133.an estimated accuracy of +/- 6 seconds.
 EW9133
 EW9133.The orthometric height was determined by differential leveling
 EW9133.and adjusted in February 1993.
 EW9133.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9133.distribution rate of 0.0 thru 1.0 mm/km.
 EW9133.The height was derived from older observations constrained to new
 EW9133.heights in a crustal motion area.  The height is approximate in
 EW9133.relation to other heights in its vicinity.
 EW9133
 EW9133.The geoid height was determined by GEOID03.
 EW9133
 EW9133.The dynamic height is computed by dividing the NAVD 88
 EW9133.geopotential number by the normal gravity value computed on the
 EW9133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9133.degrees latitude (g = 980.6199 gals.).
 EW9133
 EW9133.The modeled gravity was interpolated from observed gravity values.
 EW9133
 EW9133;                    North         East    Units  Estimated Accuracy
 EW9133;SPC CA 5     -   641,390.    1,929,440.      MT  (+/- 180 meters Scaled)
 EW9133
 EW9133                          SUPERSEDED SURVEY CONTROL
 EW9133
 EW9133  NGVD 29 (??/??/92) 1007.877  (m)         3306.68   (f) ADJ UNCH    1 1
 EW9133
 EW9133.Superseded values are not recommended for survey control.
 EW9133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9133.See file dsdata.txt to determine how the superseded data were derived.
 EW9133
 EW9133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU379492(NAD 83)
 EW9133_MARKER: DD = SURVEY DISK
 EW9133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9133_SP_SET: AQUEDUCT LINING
 EW9133_STAMPING: MILE 6.7B 1972
 EW9133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9133
 EW9133  HISTORY     - Date     Condition        Report By
 EW9133  HISTORY     - 1972     MONUMENTED
 EW9133  HISTORY     - 1974     GOOD             CA-037
 EW9133  HISTORY     - 1978     GOOD             NGS
 EW9133
 EW9133                          STATION DESCRIPTION
 EW9133
 EW9133'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9133'IN GORMAN.
 EW9133'CALIFORNIA AQUEDUCT, QUAIL LAKE.  0.5 MILE SOUTHWEST (DOWNSTREAM) OF
 EW9133'THE QUAIL LAKE OUTLET STRUCTURE ON THE WEST BRANCH.  7.5 FEET WEST OF
 EW9133'A LADDER AND 205 FEET NORTHWEST OF A CULVERT MARKER SIGN 255+00.  SET
 EW9133'IN THE SOUTH EDGE OF THE AQUEDUCT LINING.  4.0 FEET BELOW THE SOUTH
 EW9133'OPERATING ROAD.
 EW9133
 EW9133                          STATION RECOVERY (1978)
 EW9133
 EW9133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9133'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 2.35 MILES NORTHEAST ALONG
 EW9133'THE WEST BRANCH AQUEDUCT, IN TOP OF THE SOUTH LIP OF CANAL LINING, 0.5
 EW9133'MILES SOUTHWEST DOWNSTREAM FROM THE CROSSING OF HIGHWAY 138, 200 FT.
 EW9133'SOUTHWEST OF CULVERT NUMBER 255+00, 7.5 FT. WEST OF LADDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0415 ***********************************************************************
 HR0415  DESIGNATION -  6.87+16.12
 HR0415  PID         -  HR0415
 HR0415  STATE/COUNTY-  CA/MARIPOSA
 HR0415  USGS QUAD   -  FISH CAMP (1990)
 HR0415
 HR0415                         *CURRENT SURVEY CONTROL
 HR0415  ___________________________________________________________________
 HR0415* NAD 83(1986)-  37 29 38.     (N)    119 37 57.     (W)     SCALED    
 HR0415* NAVD 88     -      1526.83   (+/-2cm)    5009.3    (feet)  VERTCON   
 HR0415  ___________________________________________________________________
 HR0415  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HR0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0415
 HR0415.The horizontal coordinates were scaled from a topographic map and have
 HR0415.an estimated accuracy of +/- 6 seconds.
 HR0415
 HR0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0415.The vertical order pertains to the NGVD 29 superseded value.
 HR0415
 HR0415.The geoid height was determined by GEOID03.
 HR0415
 HR0415;                    North         East    Units  Estimated Accuracy
 HR0415;SPC CA 3     -   610,660.    2,076,710.      MT  (+/- 180 meters Scaled)
 HR0415
 HR0415                          SUPERSEDED SURVEY CONTROL
 HR0415
 HR0415  NGVD 29 (??/??/92) 1525.747  (m)         5005.72   (f) ADJ UNCH    2 0
 HR0415
 HR0415.Superseded values are not recommended for survey control.
 HR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0415.See file dsdata.txt to determine how the superseded data were derived.
 HR0415
 HR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB672529(NAD 83)
 HR0415_MARKER: P = PIPE CAP
 HR0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0415_STAMPING: 5088.63 6.87+16.12 267.50 1931
 HR0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0415
 HR0415  HISTORY     - Date     Condition        Report By
 HR0415  HISTORY     - 1931     MONUMENTED       BPR
 HR0415  HISTORY     - 1943     GOOD             NGS
 HR0415
 HR0415                          STATION DESCRIPTION
 HR0415
 HR0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0415'1.1 MI S FROM SOUTH GATE RANGER STATION.
 HR0415'1.1 MILES SOUTH ALONG STATE HIGHWAY 41 FROM SOUTH GATE RANGER
 HR0415'STATION, YOSEMITE NATIONAL PARK, MARIPOSA COUNTY, 335 YARDS SOUTH
 HR0415'OF THE DEER GUARD AT THE YOSEMITE NATIONAL PARK SOUTH BOUNDARY,
 HR0415'60 FEET NORTH OF A 36-INCH LEANING CEDAR TREE, 35 FEET WEST OF THE
 HR0415'CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.
 HR0415'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPD 5088.63
 HR0415'6.87+16.12 267.50 1931 AND FASTENED ON THE TOP OF A 2-INCH
 HR0415'GALVANIZED-IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0285 ***********************************************************************
 LV0285  DESIGNATION -  60
 LV0285  PID         -  LV0285
 LV0285  STATE/COUNTY-  CA/HUMBOLDT
 LV0285  USGS QUAD   -  EUREKA (1972)
 LV0285
 LV0285                         *CURRENT SURVEY CONTROL
 LV0285  ___________________________________________________________________
 LV0285* NAD 83(1986)-  40 48 16.     (N)    124 08 52.     (W)     SCALED    
 LV0285* NAVD 88     -         6.641  (meters)      21.79   (feet)  ADJUSTED  
 LV0285  ___________________________________________________________________
 LV0285  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LV0285  DYNAMIC HT  -           6.638 (meters)      21.78  (feet)  COMP
 LV0285  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 LV0285
 LV0285  VERT ORDER  -  FIRST     CLASS II
 LV0285
 LV0285.The horizontal coordinates were scaled from a topographic map and have
 LV0285.an estimated accuracy of +/- 6 seconds.
 LV0285
 LV0285.The orthometric height was determined by differential leveling
 LV0285.and adjusted in June 1991.
 LV0285
 LV0285.The geoid height was determined by GEOID03.
 LV0285
 LV0285.The dynamic height is computed by dividing the NAVD 88
 LV0285.geopotential number by the normal gravity value computed on the
 LV0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0285.degrees latitude (g = 980.6199 gals.).
 LV0285
 LV0285.The modeled gravity was interpolated from observed gravity values.
 LV0285
 LV0285;                    North         East    Units  Estimated Accuracy
 LV0285;SPC CA 1     -   665,570.    1,818,800.      MT  (+/- 180 meters Scaled)
 LV0285
 LV0285                          SUPERSEDED SURVEY CONTROL
 LV0285
 LV0285  NGVD 29 (12/02/92)    5.630  (m)           18.47   (f) ADJUSTED    1 2
 LV0285
 LV0285.Superseded values are not recommended for survey control.
 LV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0285.See file dsdata.txt to determine how the superseded data were derived.
 LV0285
 LV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL031176(NAD 83)
 LV0285_MARKER: B = BOLT
 LV0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0285_SP_SET: CONCRETE POST
 LV0285_MARK LOGO: CA1220
 LV0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0285+STABILITY: SURFACE MOTION
 LV0285
 LV0285  HISTORY     - Date     Condition        Report By
 LV0285  HISTORY     - UNK      MONUMENTED       CA1220
 LV0285  HISTORY     - 19511101 MARK NOT FOUND   USPSQD
 LV0285  HISTORY     - 1967     GOOD             NGS
 LV0285  HISTORY     - 1971     GOOD             NGS
 LV0285  HISTORY     - 19880221 GOOD             NGS
 LV0285
 LV0285                          STATION DESCRIPTION
 LV0285
 LV0285'DESCRIBED BY US POWER SQUADRON 1951 (WBJ)
 LV0285'MARK NOT FOUND.
 LV0285
 LV0285                          STATION RECOVERY (1967)
 LV0285
 LV0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LV0285'AT EUREKA.
 LV0285'AT EUREKA, IN THE CENTER OF THE INTERSECTION OF 4TH STREET
 LV0285'(U.S. HIGHWAY 101) AND W STREET, AND IN THE TOP OF A CONCRETE
 LV0285'POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE
 LV0285'REMOVAL OF A MAN HOLE COVER.
 LV0285
 LV0285                          STATION RECOVERY (1971)
 LV0285
 LV0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0285'RECOVERED IN GOOD CONDITION.
 LV0285
 LV0285                          STATION RECOVERY (1988)
 LV0285
 LV0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1577 ***********************************************************************
 JS1577  DESIGNATION -  60
 JS1577  PID         -  JS1577
 JS1577  STATE/COUNTY-  CA/SACRAMENTO
 JS1577  USGS QUAD   -  COURTLAND (1993)
 JS1577
 JS1577                         *CURRENT SURVEY CONTROL
 JS1577  ___________________________________________________________________
 JS1577* NAD 83(1992)-  38 18 14.67495(N)    121 34 27.25714(W)     ADJUSTED  
 JS1577* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 JS1577  ___________________________________________________________________
 JS1577  EPOCH DATE  -        1991.35
 JS1577  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 JS1577  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JS1577  HORZ ORDER  -  THIRD
 JS1577  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1577
 JS1577.The horizontal coordinates were established by classical geodetic methods
 JS1577.and adjusted by the National Geodetic Survey in March 1994.
 JS1577.The horizontal coordinates are valid at the epoch date displayed above.
 JS1577.The epoch date for horizontal control is a decimal equivalence
 JS1577.of Year/Month/Day.
 JS1577
 JS1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1577.The vertical order pertains to the NGVD 29 superseded value.
 JS1577
 JS1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS1577
 JS1577.The geoid height was determined by GEOID03.
 JS1577
 JS1577;                    North         East     Units Scale Factor Converg.
 JS1577;SPC CA 2     -   570,844.518 2,037,240.893   MT  1.00000676   +0 16 06.3
 JS1577;SPC CA 2     - 1,872,845.72  6,683,847.83   sFT  1.00000676   +0 16 06.3
 JS1577;SPC CA 3     -   700,762.783 1,906,042.298   MT  0.99997568   -0 39 27.7
 JS1577;SPC CA 3     - 2,299,085.90  6,253,407.11   sFT  0.99997568   -0 39 27.7
 JS1577;UTM  10      - 4,240,515.317   624,662.457   MT  0.99979139   +0 53 01.9
 JS1577
 JS1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS1577!SPC CA 2     -   1.00000360  x   1.00000676  =   1.00001036
 JS1577!SPC CA 3     -   1.00000360  x   0.99997568  =   0.99997928
 JS1577!UTM  10      -   1.00000360  x   0.99979139  =   0.99979499
 JS1577
 JS1577:                Primary Azimuth Mark                     Grid Az
 JS1577:SPC CA 2     -  NE TRANSM TOWER SE OF VORDEN             134 55 58.0
 JS1577:SPC CA 3     -  NE TRANSM TOWER SE OF VORDEN             135 51 32.0
 JS1577:UTM  10      -  NE TRANSM TOWER SE OF VORDEN             134 19 02.4
 JS1577
 JS1577|---------------------------------------------------------------------|
 JS1577| PID    Reference Object                     Distance      Geod. Az  |
 JS1577|                                                           dddmmss.s |
 JS1577| JS4305 NE TRANSM TOWER SE OF VORDEN        APPROX. 6.7 KM 1351204.3 |
 JS1577| JS4336 STANDARD OIL CO WATER TANK          APPROX. 8.3 KM 1370544.1 |
 JS1577| JS4304 SW TRANS TOWER SE OF VORDEN         APPROX. 6.7 KM 1370818.4 |
 JS1577| JS4308 NE TRANSM TOWER NW OF VORDEN        APPROX. 1.6 KM 1371429.2 |
 JS1577| JS1578 60 RM 1                              16.060 METERS 14445     |
 JS1577| JS4301 SW TRANS TOWER NW OF VORDEN         APPROX. 1.6 KM 1450454.5 |
 JS1577| DB4115 60 RM 2 AZIMUTH                                    2281748.1 |
 JS1577| JS1579 60 RM 3                              15.759 METERS 28112     |
 JS1577|---------------------------------------------------------------------|
 JS1577
 JS1577                          SUPERSEDED SURVEY CONTROL
 JS1577
 JS1577  NAD 83(1986)-  38 18 14.66942(N)    121 34 27.25671(W) AD(1984.00) 3
 JS1577  NAD 27      -  38 18 14.98300(N)    121 34 23.41900(W) AD(       ) 3
 JS1577  NGVD 29 (??/??/92)    7.983  (m)           26.19   (f) ADJ UNCH    1 2
 JS1577
 JS1577.Superseded values are not recommended for survey control.
 JS1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1577.See file dsdata.txt to determine how the superseded data were derived.
 JS1577
 JS1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2466240515(NAD 83)
 JS1577_MARKER: P = PIPE CAP
 JS1577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1577_STAMPING: BM 60 29.68
 JS1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1577
 JS1577  HISTORY     - Date     Condition        Report By
 JS1577  HISTORY     - UNK      MONUMENTED       USE
 JS1577  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JS1577  HISTORY     - 1970     SEE DESCRIPTION  USE
 JS1577  HISTORY     - 1970     GOOD             NGS
 JS1577  HISTORY     - 1970     MARK NOT FOUND   NGS
 JS1577
 JS1577                          STATION DESCRIPTION
 JS1577
 JS1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JS1577'ABOUT 5.5 MILES NORTHWEST OF WALNUT GROVE, 2 MILES SOUTH OF
 JS1577'COURTLAND, ON SOUTHERN SIDE OF JUNCTION OF NORTHERN END OF
 JS1577'STEAMBOAT SLOUGH AND SACRAMENTO RIVER, 3.6 METERS (12 FEET)
 JS1577'EAST OF WIRE FENCE ON EAST SIDE OF HIGHWAY, 9.85 METERS (32.3
 JS1577'FEET) EAST OF CENTER LINE OF HIGHWAY, 9.90 METERS (32.5 FEET)
 JS1577'SOUTHEAST OF SOUTHEAST CORNER OF SOUTHEAST LAMPPOST ON
 JS1577'DRAWBRIDGE OVER STEAMBOAT SLOUGH, AND 11 METERS (36 FEET) FROM
 JS1577'CENTER LINE OF BRIDGE EXTENDED.  TO REACH FROM WALNUT GROVE,
 JS1577'GO NORTH ABOUT 6 MILES ON VICTORY HIGHWAY TO BRIDGE OVER
 JS1577'STEAMBOAT SLOUGH AND STATION SITE.  MARKED BY CAPPED
 JS1577'PIPE IN CONCRETE BLOCK.  PIPE PROJECTS ABOUT 2 FEET.
 JS1577'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 JS1577'11A.  NO. 1 IS JUST EAST OF WIRE FENCE, 7.2 METERS (24
 JS1577'FEET) EAST OF CENTER LINE OF HIGHWAY, AND 16.06 METERS
 JS1577'(52.7 FEET) FROM STATION IN AZIMUTH 324 DEG 45 MIN.  NO. 2
 JS1577'IS ON SOUTH SIDE OF LEVEE ROAD ON SOUTH BANK OF STEAMBOAT
 JS1577'SLOUGH AND THREE-FIFTHS MILE FROM STATION IN AZIMUTH 48
 JS1577'DEG 17 MIN 49 SEC.
 JS1577
 JS1577                          STATION RECOVERY (1970)
 JS1577
 JS1577'RECOVERY NOTE BY US ENGINEERS 1970 (LS)
 JS1577'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JS1577'CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  REFERENCE
 JS1577'MARK 3 WAS SET ON THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS--
 JS1577'
 JS1577'THE STATION IS LOCATED AT THE NORTH END OF GRAND ISLAND AT
 JS1577'THE CONFLUENCE OF STEAMBOAT SLOUGH WITH THE SACRAMENTO RIVER,
 JS1577'NEAR THE SOUTH END OF THE BASCULE BRIDGE OVER STEAMBOAT SLOUGH,
 JS1577'AND IS AIRLINE ABOUT 5 MILES NORTHWEST OF WALNUT GROVE AND
 JS1577'1-3/4 MILES SOUTH OF COURTLAND.
 JS1577'
 JS1577'TO REACH THE STATION FROM THE POST OFFICE AT WALNUT GROVE
 JS1577'GO NORTHWEST, CROSSING THE BRIDGE OVER THE SACRAMENTO RIVER,
 JS1577'FOR 0.2 MILE TO A T-JUNCTION.  TURN RIGHT AND GO NORTHWEST ON
 JS1577'STATE HIGHWAY 160 ALONG THE SOUTHWEST BANK OF THE SACRAMENTO
 JS1577'RIVER 5.8 MILES TO A BRIDGE OVER STEAMBOAT SLOUGH AND THE
 JS1577'STATION.
 JS1577'
 JS1577'THE STATION MARK IS A CALIFORNIA DEBRIS COMMISSION AND ENGINEER
 JS1577'DEPARTMENT, U.S. ARMY 3-3/4-INCH BRONZE CAP STAMPED BM 60
 JS1577'29.68 SCREWED TO THE TOP OF A 3-INCH GALVANIZED IRON PIPE
 JS1577'PROJECTING 0.8 FOOT ABOVE THE GROUND AND IS 32.2 FEET SOUTHEAST
 JS1577'OF THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE BLOCK ABOVE
 JS1577'THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 32.0 FEET EAST
 JS1577'OF THE CENTERLINE OF THE HIGHWAY, 19.1 FEET NORTHEAST OF A
 JS1577'LARGE, METAL, LIGHT STANDARD, AND 1.9 FEET EAST OF A METAL
 JS1577'WITNESS POST.
 JS1577'
 JS1577'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED
 JS1577'BM 42 1931 NO 1 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JS1577'POST FLUSH WITH THE GROUND AND IS 83.5 FEET SOUTHEAST OF THE
 JS1577'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE BLOCK ABOVE THE
 JS1577'SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 42.0 FEET SOUTHEAST OF
 JS1577'THE METAL LIGHT STANDARD, 22.8 FEET NORTHEAST OF THE CENTERLINE
 JS1577'OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 JS1577'
 JS1577'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED
 JS1577'BM 60 USE 1931 NO 3 1970 SET VERTICALLY IN A DRILL HOLE IN THE
 JS1577'SOUTH FACE OF THE SOUTHWEST 3-FOOT-SQUARE AND 4-1/2-FOOT HIGH
 JS1577'CONCRETE BLOCK OVER THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE
 JS1577'AND IS 11.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.8
 JS1577'FOOT EAST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK, 0.6
 JS1577'FOOT ABOVE THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 JS1577'STATION MARK.
 JS1577'
 JS1577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 JS1577'SW. OF COURTLAND
 JS1577
 JS1577                          STATION RECOVERY (1970)
 JS1577
 JS1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JS1577'6 MI NW FROM WALNUT GROVE.
 JS1577'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 JS1577'AT WALNUT GROVE, CROSSING A BRIDGE OVER THE SACRAMENTO RIVER,
 JS1577'THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 160, AT THE
 JS1577'T-JUNCTION OF A PAVED ROAD LEADING SOUTHWEST ALONG STEAMBOAT
 JS1577'SLOUGH, 32.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JS1577'SOUTHEAST CONCRETE BLOCK ABOVE THE SOUTH CONCRETE ABUTMENT OF A
 JS1577'BASCULE BRIDGE OVER STEAMBOAT SLOUGH, 32.0 FEET EAST OF THE
 JS1577'CENTERLINE OF THE HIGHWAY, 19.1 FEET NORTHEAST OF A LARGE, METAL
 JS1577'LIGHT STANDARD, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT
 JS1577'1/2 FOOT HIGHER THAN THE HIGHWAY, AND SCREWED TO THE TOP OF A
 JS1577'3-INCH GALVANIZED IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JS1577
 JS1577                          STATION RECOVERY (1970)
 JS1577
 JS1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JS1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3359 ***********************************************************************
 AH3359  DESIGNATION -  60 051
 AH3359  PID         -  AH3359
 AH3359  STATE/COUNTY-  CA/LOS ANGELES
 AH3359  USGS QUAD   -  LOS ANGELES (1994)
 AH3359
 AH3359                         *CURRENT SURVEY CONTROL
 AH3359  ___________________________________________________________________
 AH3359* NAD 83(1986)-  34 01 45.     (N)    118 12 49.     (W)     SCALED    
 AH3359* NAVD 88     -        85.850  (meters)     281.66   (feet)  ADJUSTED  
 AH3359  ___________________________________________________________________
 AH3359  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AH3359  DYNAMIC HT  -          85.758 (meters)     281.36  (feet)  COMP
 AH3359  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 AH3359
 AH3359  VERT ORDER  -  FIRST     CLASS II
 AH3359
 AH3359.The horizontal coordinates were scaled from a topographic map and have
 AH3359.an estimated accuracy of +/- 6 seconds.
 AH3359
 AH3359.The orthometric height was determined by differential leveling
 AH3359.and adjusted in May 1999.
 AH3359
 AH3359.The geoid height was determined by GEOID03.
 AH3359
 AH3359.The dynamic height is computed by dividing the NAVD 88
 AH3359.geopotential number by the normal gravity value computed on the
 AH3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3359.degrees latitude (g = 980.6199 gals.).
 AH3359
 AH3359.The modeled gravity was interpolated from observed gravity values.
 AH3359
 AH3359;                    North         East    Units  Estimated Accuracy
 AH3359;SPC CA 5     -   558,720.    1,980,270.      MT  (+/- 180 meters Scaled)
 AH3359
 AH3359                          SUPERSEDED SURVEY CONTROL
 AH3359
 AH3359.No superseded survey control is available for this station.
 AH3359
 AH3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT879660(NAD 83)
 AH3359_MARKER: DD = SURVEY DISK
 AH3359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH3359_SP_SET: BRIDGE
 AH3359_STAMPING: 60 051 1993
 AH3359_MARK LOGO: CADT  
 AH3359_PROJECTION: FLUSH
 AH3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH3359+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AH3359
 AH3359  HISTORY     - Date     Condition        Report By
 AH3359  HISTORY     - 1993     MONUMENTED       CADT
 AH3359  HISTORY     - 19970729 GOOD             MWDSC
 AH3359  HISTORY     - 20030821 GOOD             JOHFRA
 AH3359  HISTORY     - 20030821 GOOD             JOHFRA
 AH3359
 AH3359                          STATION DESCRIPTION
 AH3359
 AH3359'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3359'IN THE CITY OF LOS ANGELES, LOCATED ON THE SOUTHWESTERLY END OF THE
 AH3359'MARIETTA ST BRIDGE OVERCROSSING BETWEEN THE 5 FWY AND THE 60 FWY, ON
 AH3359'THE SOUTHEASTERLY SIDEWALK 8.23 M (27.00 FT) SOUTHEASTERLY OF THE
 AH3359'CENTERLINE OF MARIETTA ST 2.9 M (9.5 FT) NORTHEASTERLY OF A LIGHT
 AH3359'STANDARD.  NOTE--MARK IS FLUSH IN THE CONCRETE OF BRIDGE.
 AH3359
 AH3359                          STATION RECOVERY (2003)
 AH3359
 AH3359'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF)
 AH3359'HANDHELD GPS POSITION = N34-01-45.5  W118-12-46.2
 AH3359
 AH3359                          STATION RECOVERY (2003)
 AH3359
 AH3359'RECOVERY NOTE BY JOHNSON-FRANK 2003
 AH3359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9051 ***********************************************************************
 EW9051  DESIGNATION -  60 10 A LA CO
 EW9051  PID         -  EW9051
 EW9051  STATE/COUNTY-  CA/LOS ANGELES
 EW9051  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW9051
 EW9051                         *CURRENT SURVEY CONTROL
 EW9051  ___________________________________________________________________
 EW9051* NAD 83(1986)-  34 20 04.     (N)    118 30 29.     (W)     SCALED    
 EW9051* NAVD 88     -       452.88   (+/-2cm)    1485.8    (feet)  VERTCON   
 EW9051  ___________________________________________________________________
 EW9051  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW9051  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9051
 EW9051.The horizontal coordinates were scaled from a topographic map and have
 EW9051.an estimated accuracy of +/- 6 seconds.
 EW9051
 EW9051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9051.The vertical order pertains to the NGVD 29 superseded value.
 EW9051
 EW9051.The geoid height was determined by GEOID03.
 EW9051
 EW9051;                    North         East    Units  Estimated Accuracy
 EW9051;SPC CA 5     -   592,680.    1,953,250.      MT  (+/- 180 meters Scaled)
 EW9051
 EW9051                          SUPERSEDED SURVEY CONTROL
 EW9051
 EW9051  NGVD 29 (??/??/92)  452.052  (m)         1483.11   (f) ADJ UNCH    1 1
 EW9051
 EW9051.Superseded values are not recommended for survey control.
 EW9051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9051.See file dsdata.txt to determine how the superseded data were derived.
 EW9051
 EW9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU612002(NAD 83)
 EW9051_MARKER: DD = SURVEY DISK
 EW9051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW9051_SP_SET: BRIDGE PILLAR
 EW9051_STAMPING: BOUNDARY LA CO CITY OF LA 2-1-68
 EW9051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9051
 EW9051  HISTORY     - Date     Condition        Report By
 EW9051  HISTORY     - UNK      MONUMENTED       CA1980
 EW9051  HISTORY     - 1973     GOOD             CA-037
 EW9051
 EW9051                          STATION DESCRIPTION
 EW9051
 EW9051'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9051'0.2 MI NW FROM NEWHALL.
 EW9051'ON THE OLD SOUTHBOUND LANE OF HIGHWAY 99, 0.15 MILE NORTHWESTERLY OF
 EW9051'BRIDGE AT JUNCTION OF HIGHWAY 14 (SIERRA HIGHWAY).  3.5 FEET SOUTHERLY
 EW9051'OF APPROXIMATE CENTER OF PAVEMENT.  129.0 FEET NORTHWESTERLY OF A
 EW9051'CHISELED CROSS (UP 6 FEET), ON THE MOST NORTHEASTERLY ANGLE POINT OF
 EW9051'THE SOUTHERLY CONCRETE BRIDGE PILLAR. 73.0 FEET SOUTHERLY OF A
 EW9051'CHISELED CROSS (UP 4.0 FEET), ON THE MOST SOUTHERLY FACE AND 0.3 FOOT
 EW9051'EAST OF THE MOST SOUTHERLY ANGLE POINT OF THE NORTHERLY CONCRETE
 EW9051'BRIDGE PILLAR.  ALIAS=BOUNDARY LA COUNTY CITY OF LA 2-1-68.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9052 ***********************************************************************
 EW9052  DESIGNATION -  60 12 A LA CO
 EW9052  PID         -  EW9052
 EW9052  STATE/COUNTY-  CA/LOS ANGELES
 EW9052  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW9052
 EW9052                         *CURRENT SURVEY CONTROL
 EW9052  ___________________________________________________________________
 EW9052* NAD 83(1986)-  34 20 16.     (N)    118 30 56.     (W)     SCALED    
 EW9052* NAVD 88     -       493.33   (+/-2cm)    1618.5    (feet)  VERTCON   
 EW9052  ___________________________________________________________________
 EW9052  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EW9052  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9052
 EW9052.The horizontal coordinates were scaled from a topographic map and have
 EW9052.an estimated accuracy of +/- 6 seconds.
 EW9052
 EW9052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9052.The vertical order pertains to the NGVD 29 superseded value.
 EW9052
 EW9052.The geoid height was determined by GEOID03.
 EW9052
 EW9052;                    North         East    Units  Estimated Accuracy
 EW9052;SPC CA 5     -   593,050.    1,952,560.      MT  (+/- 180 meters Scaled)
 EW9052
 EW9052                          SUPERSEDED SURVEY CONTROL
 EW9052
 EW9052  NGVD 29 (??/??/92)  492.498  (m)         1615.80   (f) ADJ UNCH    1 1
 EW9052
 EW9052.Superseded values are not recommended for survey control.
 EW9052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9052.See file dsdata.txt to determine how the superseded data were derived.
 EW9052
 EW9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU605006(NAD 83)
 EW9052_MARKER: DD = SURVEY DISK
 EW9052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9052_SP_SET: CATCH BASIN
 EW9052_STAMPING: BM 60-12A RE 7078
 EW9052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9052
 EW9052  HISTORY     - Date     Condition        Report By
 EW9052  HISTORY     - UNK      MONUMENTED       CA-037
 EW9052  HISTORY     - 1973     GOOD             CA-037
 EW9052
 EW9052                          STATION DESCRIPTION
 EW9052
 EW9052'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9052'0.7 MI NW FROM NEWHALL.
 EW9052'ON THE OLD ROAD (OLD HIGHWAY 99), 0.55 MILE NORTHWESTERLY OF THE
 EW9052'BRIDGE AT THE JUNCTION OF HIGHWAY 14 (SIERRA HIGHWAY).  SET IN THE
 EW9052'SOUTHWEST CORNER OF A CONCRETE CATCH BASIN.  22.3 FEET SOUTHEASTERLY
 EW9052'OF CENTER OF PAVEMENT.  109.5 FEET SOUTHEASTERLY OF POWER POLE NUMBER
 EW9052'1997489E, 40.5 FEET SOUTHERLY OF A LOS ANGELES COUNTY FLOOD CONTROL
 EW9052'DISTRICT MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9053 ***********************************************************************
 EW9053  DESIGNATION -  60 13 A LA CO
 EW9053  PID         -  EW9053
 EW9053  STATE/COUNTY-  CA/LOS ANGELES
 EW9053  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW9053
 EW9053                         *CURRENT SURVEY CONTROL
 EW9053  ___________________________________________________________________
 EW9053* NAD 83(1986)-  34 20 21.     (N)    118 31 03.     (W)     SCALED    
 EW9053* NAVD 88     -       521.46   (+/-2cm)    1710.8    (feet)  VERTCON   
 EW9053  ___________________________________________________________________
 EW9053  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EW9053  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9053
 EW9053.The horizontal coordinates were scaled from a topographic map and have
 EW9053.an estimated accuracy of +/- 6 seconds.
 EW9053
 EW9053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9053.The vertical order pertains to the NGVD 29 superseded value.
 EW9053
 EW9053.The geoid height was determined by GEOID03.
 EW9053
 EW9053;                    North         East    Units  Estimated Accuracy
 EW9053;SPC CA 5     -   593,210.    1,952,380.      MT  (+/- 180 meters Scaled)
 EW9053
 EW9053                          SUPERSEDED SURVEY CONTROL
 EW9053
 EW9053  NGVD 29 (??/??/92)  520.630  (m)         1708.10   (f) ADJ UNCH    1 1
 EW9053
 EW9053.Superseded values are not recommended for survey control.
 EW9053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9053.See file dsdata.txt to determine how the superseded data were derived.
 EW9053
 EW9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU604008(NAD 83)
 EW9053_MARKER: DD = SURVEY DISK
 EW9053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9053_SP_SET: CATCH BASIN
 EW9053_STAMPING: B.M. 60-13A 1973 R.E. 7078
 EW9053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9053
 EW9053  HISTORY     - Date     Condition        Report By
 EW9053  HISTORY     - UNK      MONUMENTED       CA-037
 EW9053  HISTORY     - 1973     GOOD             CA-037
 EW9053
 EW9053                          STATION DESCRIPTION
 EW9053
 EW9053'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW9053'0.9 MI NW FROM NEWHALL.
 EW9053'ON THE OLD ROAD (OLD HIGHWAY 99), 0.8 MILE NORTHWESTERLY OF THE BRIDGE
 EW9053'AT THE JUNCTION OF HIGHWAY 14 (SIERRA HIGHWAY).  SET IN THE SOUTHWEST
 EW9053'CORNER OF A CONCRETE CATCH BASIN.  22.5 FEET SOUTHERLY OF APPROXIMATE
 EW9053'CENTER OF PAVEMENT, 17.5 FEET WESTERLY OF GUY POLE NUMBER 1902055E,
 EW9053'56.5 FEET SOUTHEASTERLY OF POWER POLE NUMBER 1865946E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4881 ***********************************************************************
 EW4881  DESIGNATION -  60 18 A LA CO
 EW4881  PID         -  EW4881
 EW4881  STATE/COUNTY-  CA/LOS ANGELES
 EW4881  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4881
 EW4881                         *CURRENT SURVEY CONTROL
 EW4881  ___________________________________________________________________
 EW4881* NAD 83(1986)-  34 20 35.     (N)    118 31 44.     (W)     SCALED    
 EW4881* NAVD 88     -       514.10   (+/-2cm)    1686.7    (feet)  VERTCON   
 EW4881  ___________________________________________________________________
 EW4881  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EW4881  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4881
 EW4881.The horizontal coordinates were scaled from a topographic map and have
 EW4881.an estimated accuracy of +/- 6 seconds.
 EW4881
 EW4881.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4881.The vertical order pertains to the NGVD 29 superseded value.
 EW4881
 EW4881.The geoid height was determined by GEOID03.
 EW4881
 EW4881;                    North         East    Units  Estimated Accuracy
 EW4881;SPC CA 5     -   593,640.    1,951,340.      MT  (+/- 180 meters Scaled)
 EW4881
 EW4881                          SUPERSEDED SURVEY CONTROL
 EW4881
 EW4881  NGVD 29 (??/??/92)  513.267  (m)         1683.94   (f) ADJ UNCH    1 1
 EW4881
 EW4881.Superseded values are not recommended for survey control.
 EW4881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4881.See file dsdata.txt to determine how the superseded data were derived.
 EW4881
 EW4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU593012(NAD 83)
 EW4881_MARKER: P = PIPE CAP
 EW4881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4881_SP_SET: RETAINING WALL
 EW4881_STAMPING: BM 60-18 A 1966 5869
 EW4881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4881
 EW4881  HISTORY     - Date     Condition        Report By
 EW4881  HISTORY     - 1966     MONUMENTED       CA-037
 EW4881  HISTORY     - 1968     GOOD             CA-037
 EW4881  HISTORY     - 1973     GOOD             CA-037
 EW4881
 EW4881                          STATION DESCRIPTION
 EW4881
 EW4881'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4881'2.6 MI SE FROM NEWHALL.
 EW4881'NEWHALL, 2.6 MILES SE OF JUNCTION OF LYONS AVE AND GOLDEN STATE
 EW4881'FREEWAY, 1.5 MILES NW OF BRIDGE AT JUNCTION WITH SIERRA HIGHWAY,
 EW4881'NEAR STATION 97, 1.6 FEET SE OF NW END OF A 6-FOOT HIGH RETAINING
 EW4881'WALL.  SET IN THE TOP OF THE CONCRETE RETAINING WALL.
 EW4881
 EW4881                          STATION RECOVERY (1973)
 EW4881
 EW4881'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4881'GOLDEN STATE FREEWAY, 1.5 MILES NORTHWEST OF BRIDGE AT JUNCTION WITH
 EW4881'SIERRA HIGHWAY, NEAR STATION 97+, 1.6 FEET SOUTHEAST OF NORTHWEST END
 EW4881'OF A 6 FOOT HIGH RETAINING WALL.  SET IN THE TOP OF THE CONCRETE
 EW4881'RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4888 ***********************************************************************
 EW4888  DESIGNATION -  60 25 A LA CO
 EW4888  PID         -  EW4888
 EW4888  STATE/COUNTY-  CA/LOS ANGELES
 EW4888  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4888
 EW4888                         *CURRENT SURVEY CONTROL
 EW4888  ___________________________________________________________________
 EW4888* NAD 83(1986)-  34 21 01.     (N)    118 32 34.     (W)     SCALED    
 EW4888* NAVD 88     -       445.88   (+/-2cm)    1462.9    (feet)  VERTCON   
 EW4888  ___________________________________________________________________
 EW4888  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW4888  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4888
 EW4888.The horizontal coordinates were scaled from a topographic map and have
 EW4888.an estimated accuracy of +/- 6 seconds.
 EW4888
 EW4888.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4888.The vertical order pertains to the NGVD 29 superseded value.
 EW4888
 EW4888.The geoid height was determined by GEOID03.
 EW4888
 EW4888;                    North         East    Units  Estimated Accuracy
 EW4888;SPC CA 5     -   594,450.    1,950,070.      MT  (+/- 180 meters Scaled)
 EW4888
 EW4888                          SUPERSEDED SURVEY CONTROL
 EW4888
 EW4888  NGVD 29 (??/??/92)  445.044  (m)         1460.12   (f) ADJ UNCH    1 1
 EW4888
 EW4888.Superseded values are not recommended for survey control.
 EW4888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4888.See file dsdata.txt to determine how the superseded data were derived.
 EW4888
 EW4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU581020(NAD 83)
 EW4888_MARKER: DD = SURVEY DISK
 EW4888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4888_SP_SET: PIER
 EW4888_STAMPING: BM 60-25A 1966 5869
 EW4888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4888
 EW4888  HISTORY     - Date     Condition        Report By
 EW4888  HISTORY     - 1966     MONUMENTED       CA-037
 EW4888  HISTORY     - 1968     GOOD             CA-037
 EW4888  HISTORY     - 1971     GOOD             CA1980
 EW4888  HISTORY     - 1973     GOOD             CA-037
 EW4888
 EW4888                          STATION DESCRIPTION
 EW4888
 EW4888'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4888'NEAR NEWHALL.
 EW4888'GOLDEN STATE HIGHWAY (OLD ALIGNMENT)-- 2.5 MILES SOUTHEASTERLY
 EW4888'ALONG FREEWAY FROM ITS JUNCTION WITH LYONS AVENUE, 1.35 MILES
 EW4888'NORTHERLY FROM GOLDEN STATE FREEWAY BRIDGE NO. 53-1796, AT
 EW4888'UNDERPASS OF FREEWAY BY OLD HIGHWAY 99, IN THE SOUTH FACE OF
 EW4888'MOST NORTHEASTERLY PIER SUPPORTING FREEWAY BRIDGE, NORTHBOUND
 EW4888'LANES.  SET VERTICALLY IN THE CONCRETE PIER ABOUT 2 FEET ABOVE
 EW4888'PAVEMENT.  NOTE-- BENCH MARK DISC IS SET VERTICALLY.  PROTRUDING
 EW4888'CENTER BUTTON HAS BEEN FILED FLAT FOR ROD SUPPORT.  FORMER
 EW4888'GOLDEN STATE HIGHWAY 99 UNDERPASSES THE GOLDEN STATE FREEWAY
 EW4888'AT THIS POINT.
 EW4888
 EW4888                          STATION RECOVERY (1971)
 EW4888
 EW4888'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4888'RECOVERED IN GOOD CONDITION.
 EW4888
 EW4888                          STATION RECOVERY (1973)
 EW4888
 EW4888'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4888'GOLDEN STATE FREEWAY, 2.5 MILES SOUTHEASTERLY ALONG FREEWAY FROM ITS
 EW4888'JUNCTION WITH LYONS AVENUE, AT UNDERPASS OF OLD HIGHWAY 99 IN THE
 EW4888'SOUTH FACE OF MOST EASTERLY PIER SUPPORTING FREEWAY NORTH BOUND.  SET
 EW4888'VERTICALLY IN THE CONCRETE PIER ABOUT 2 FEET ABOVE PAVEMENT.  NOTE--
 EW4888'BUTTON HAS BEEN FILED FLAT FOR ROD SUPPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4901 ***********************************************************************
 EW4901  DESIGNATION -  60 32 A LA CO
 EW4901  PID         -  EW4901
 EW4901  STATE/COUNTY-  CA/LOS ANGELES
 EW4901  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4901
 EW4901                         *CURRENT SURVEY CONTROL
 EW4901  ___________________________________________________________________
 EW4901* NAD 83(1986)-  34 22 13.     (N)    118 33 36.     (W)     SCALED    
 EW4901* NAVD 88     -       397.55   (+/-2cm)    1304.3    (feet)  VERTCON   
 EW4901  ___________________________________________________________________
 EW4901  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EW4901  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4901
 EW4901.The horizontal coordinates were scaled from a topographic map and have
 EW4901.an estimated accuracy of +/- 6 seconds.
 EW4901
 EW4901.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4901.The vertical order pertains to the NGVD 29 superseded value.
 EW4901
 EW4901.The geoid height was determined by GEOID03.
 EW4901
 EW4901;                    North         East    Units  Estimated Accuracy
 EW4901;SPC CA 5     -   596,680.    1,948,490.      MT  (+/- 180 meters Scaled)
 EW4901
 EW4901                          SUPERSEDED SURVEY CONTROL
 EW4901
 EW4901  NGVD 29 (??/??/92)  396.721  (m)         1301.58   (f) ADJ UNCH    1 1
 EW4901
 EW4901.Superseded values are not recommended for survey control.
 EW4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4901.See file dsdata.txt to determine how the superseded data were derived.
 EW4901
 EW4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU565043(NAD 83)
 EW4901_MARKER: P = PIPE CAP
 EW4901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4901_SP_SET: CULVERT
 EW4901_STAMPING: BM 60-32 A 1966 5869
 EW4901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4901
 EW4901  HISTORY     - Date     Condition        Report By
 EW4901  HISTORY     - 1966     MONUMENTED       CA-037
 EW4901  HISTORY     - 1968     GOOD             CA-037
 EW4901  HISTORY     - 1971     GOOD             CA1980
 EW4901  HISTORY     - 1973     GOOD             CA-037
 EW4901
 EW4901                          STATION DESCRIPTION
 EW4901
 EW4901'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4901'0.6 MI SE FROM NEWHALL.
 EW4901'NEWHALL, 0.6 MI SE OF JUNCTION OF LYONS AVENUE AND GOLDEN STATE
 EW4901'FREEWAY, IN TOP OF SOUTHERLY END OF WESTERLY HEADWALL OF A DUAL
 EW4901'BOX CULVERT UNDER THE FREEWAY.  SET IN THE TOP OF THE CONCRETE
 EW4901'HEADWALL OF CULVERT.
 EW4901
 EW4901                          STATION RECOVERY (1971)
 EW4901
 EW4901'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4901'RECOVERED IN GOOD CONDITION.
 EW4901
 EW4901                          STATION RECOVERY (1973)
 EW4901
 EW4901'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4901'GOLDEN STATE FREEWAY, 0.6 MILE SOUTHEASTERLY ALONG THE FREEWAY FROM
 EW4901'ITS JUNCTION WITH LYONS AVENUE, IN TOP OF SOUTHERLY END OF WESTERLY
 EW4901'HEADWALL OF A DUAL BOX CULVERT UNDER THE FREEWAY.  SET IN THE TOP OF
 EW4901'THE CONCRETE HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4902 ***********************************************************************
 EW4902  DESIGNATION -  60 32 B LA CO
 EW4902  PID         -  EW4902
 EW4902  STATE/COUNTY-  CA/LOS ANGELES
 EW4902  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4902
 EW4902                         *CURRENT SURVEY CONTROL
 EW4902  ___________________________________________________________________
 EW4902* NAD 83(1986)-  34 22 23.     (N)    118 33 42.     (W)     SCALED    
 EW4902* NAVD 88     -       397.42   (+/-2cm)    1303.9    (feet)  VERTCON   
 EW4902  ___________________________________________________________________
 EW4902  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4902  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4902
 EW4902.The horizontal coordinates were scaled from a topographic map and have
 EW4902.an estimated accuracy of +/- 6 seconds.
 EW4902
 EW4902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4902.The vertical order pertains to the NGVD 29 superseded value.
 EW4902
 EW4902.The geoid height was determined by GEOID03.
 EW4902
 EW4902;                    North         East    Units  Estimated Accuracy
 EW4902;SPC CA 5     -   596,990.    1,948,340.      MT  (+/- 180 meters Scaled)
 EW4902
 EW4902                          SUPERSEDED SURVEY CONTROL
 EW4902
 EW4902  NGVD 29 (??/??/92)  396.588  (m)         1301.14   (f) ADJ UNCH    1 1
 EW4902
 EW4902.Superseded values are not recommended for survey control.
 EW4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4902.See file dsdata.txt to determine how the superseded data were derived.
 EW4902
 EW4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU564046(NAD 83)
 EW4902_MARKER: DD = SURVEY DISK
 EW4902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4902_SP_SET: CULVERT
 EW4902_STAMPING: BM 60-32 B 1966 5869
 EW4902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4902
 EW4902  HISTORY     - Date     Condition        Report By
 EW4902  HISTORY     - 1966     MONUMENTED       CA-037
 EW4902  HISTORY     - 1968     GOOD             CA-037
 EW4902  HISTORY     - 1971     GOOD             CA1980
 EW4902  HISTORY     - 1973     GOOD             CA-037
 EW4902
 EW4902                          STATION DESCRIPTION
 EW4902
 EW4902'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4902'0.3 MI SE FROM NEWHALL.
 EW4902'NEWHALL, 0.3 MI SE OF JUNCTION OF LYONS AVENUE AND GOLDEN STATE
 EW4902'FREEWAY, 4 FEET SOUTH OF THE NORTH END OF THE WESTERLY CONCRETE
 EW4902'HEADWALL OF A TRIPLE BOX CULVERT UNDER THE FREEWAY BETWEEN
 EW4902'THE SERVICE ROAD AND AN OPEN CONCRETE DRAIN.  SET IN THE TOP
 EW4902'OF THE CONCRETE HEADWALL OF THE CULVERT.
 EW4902
 EW4902                          STATION RECOVERY (1971)
 EW4902
 EW4902'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4902'RECOVERED IN GOOD CONDITION.
 EW4902
 EW4902                          STATION RECOVERY (1973)
 EW4902
 EW4902'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4902'GOLDEN STATE FREEWAY, 0.3 MILE SOUTHWESTERLY ALONG THE FREEWAY FROM
 EW4902'ITS JUNCTION WITH LYONS AVENUE, 4 FEET SOUTH OF THE NORTH END OF THE
 EW4902'WESTERLY CONCRETE HEADWALL OF A TRIPLE BOX CULVERT UNDER THE FREEWAY
 EW4902'BETWEEN THE SERVICE ROAD AND AN OPEN CONCRETE DRAIN.  SET IN THE TOP
 EW4902'OF THE CONCRETE HEADWALL OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4922 ***********************************************************************
 EW4922  DESIGNATION -  60 32 C LA CO
 EW4922  PID         -  EW4922
 EW4922  STATE/COUNTY-  CA/LOS ANGELES
 EW4922  USGS QUAD   -  NEWHALL (1995)
 EW4922
 EW4922                         *CURRENT SURVEY CONTROL
 EW4922  ___________________________________________________________________
 EW4922* NAD 83(1986)-  34 22 40.     (N)    118 33 53.     (W)     SCALED    
 EW4922* NAVD 88     -       414.73   (+/-2cm)    1360.7    (feet)  VERTCON   
 EW4922  ___________________________________________________________________
 EW4922  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4922  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4922
 EW4922.The horizontal coordinates were scaled from a topographic map and have
 EW4922.an estimated accuracy of +/- 6 seconds.
 EW4922
 EW4922.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4922.The vertical order pertains to the NGVD 29 superseded value.
 EW4922
 EW4922.The geoid height was determined by GEOID03.
 EW4922
 EW4922;                    North         East    Units  Estimated Accuracy
 EW4922;SPC CA 5     -   597,510.    1,948,060.      MT  (+/- 180 meters Scaled)
 EW4922
 EW4922                          SUPERSEDED SURVEY CONTROL
 EW4922
 EW4922  NGVD 29 (??/??/92)  413.905  (m)         1357.95   (f) ADJ UNCH    1 1
 EW4922
 EW4922.Superseded values are not recommended for survey control.
 EW4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4922.See file dsdata.txt to determine how the superseded data were derived.
 EW4922
 EW4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU561051(NAD 83)
 EW4922_MARKER: DD = SURVEY DISK
 EW4922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4922_SP_SET: CONCRETE MASS
 EW4922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4922
 EW4922  HISTORY     - Date     Condition        Report By
 EW4922  HISTORY     - UNK      MONUMENTED       CADH
 EW4922  HISTORY     - 1968     GOOD
 EW4922  HISTORY     - 1971     GOOD             CA1980
 EW4922  HISTORY     - 1973     GOOD             CA-037
 EW4922
 EW4922                          STATION DESCRIPTION
 EW4922
 EW4922'DESCRIBED 1968
 EW4922'AT NEWHALL.
 EW4922'AT NEWHALL, LYONS AVENUE AND GOLDEN STATE HIGHWAY, AT THE CENTER
 EW4922'LINE INTERSECTION OF LYONS AVENUE AND WEST FRONTAGE ROAD, ABOUT
 EW4922'500 FEET NW OF GOLDEN STATE FREEWAY BRIDGE, AT EC STATION
 EW4922'44+97.37.  SET IN CONCRETE.
 EW4922
 EW4922                          STATION RECOVERY (1971)
 EW4922
 EW4922'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4922'RECOVERED IN GOOD CONDITION.
 EW4922
 EW4922                          STATION RECOVERY (1973)
 EW4922
 EW4922'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4922'LYONS AVENUE AND WEST FRONTAGE ROAD AT THE CENTER LINE INTERSECTION,
 EW4922'ABOUT 500 FEET NORTHWEST OF GOLDEN STATE FREEWAY BRIDGE, AT E.C.
 EW4922'STATION 44+97.37.  SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4921 ***********************************************************************
 EW4921  DESIGNATION -  60 33 A LA CO
 EW4921  PID         -  EW4921
 EW4921  STATE/COUNTY-  CA/LOS ANGELES
 EW4921  USGS QUAD   -  NEWHALL (1995)
 EW4921
 EW4921                         *CURRENT SURVEY CONTROL
 EW4921  ___________________________________________________________________
 EW4921* NAD 83(1986)-  34 22 42.     (N)    118 33 54.     (W)     SCALED    
 EW4921* NAVD 88     -       409.36   (+/-2cm)    1343.0    (feet)  VERTCON   
 EW4921  ___________________________________________________________________
 EW4921  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4921  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4921
 EW4921.The horizontal coordinates were scaled from a topographic map and have
 EW4921.an estimated accuracy of +/- 6 seconds.
 EW4921
 EW4921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4921.The vertical order pertains to the NGVD 29 superseded value.
 EW4921
 EW4921.The geoid height was determined by GEOID03.
 EW4921
 EW4921;                    North         East    Units  Estimated Accuracy
 EW4921;SPC CA 5     -   597,580.    1,948,040.      MT  (+/- 180 meters Scaled)
 EW4921
 EW4921                          SUPERSEDED SURVEY CONTROL
 EW4921
 EW4921  NGVD 29 (??/??/92)  408.531  (m)         1340.32   (f) ADJ UNCH    1 1
 EW4921
 EW4921.Superseded values are not recommended for survey control.
 EW4921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4921.See file dsdata.txt to determine how the superseded data were derived.
 EW4921
 EW4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU561052(NAD 83)
 EW4921_MARKER: DD = SURVEY DISK
 EW4921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4921_SP_SET: CONCRETE MASS
 EW4921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4921
 EW4921  HISTORY     - Date     Condition        Report By
 EW4921  HISTORY     - UNK      MONUMENTED       CADH
 EW4921  HISTORY     - 1968     GOOD
 EW4921  HISTORY     - 1971     GOOD             CA1980
 EW4921  HISTORY     - 1973     GOOD             CA-037
 EW4921
 EW4921                          STATION DESCRIPTION
 EW4921
 EW4921'DESCRIBED 1968
 EW4921'AT NEWHALL.
 EW4921'AT NEWHALL, LYONS AVE AND GOLDEN STATE HIGHWAY, ABOUT 338 FEET
 EW4921'EAST OF EAST END OF NORTH GUARD RAIL OF PICO LYONS BRIDGE NO
 EW4921'53-1783 OVER GOLDEN STATE FREEWAY, 48.8 FT N OF S PROPERTY LINE
 EW4921'CHAIN LINK FENCE.  SET IN CONCRETE.
 EW4921
 EW4921                          STATION RECOVERY (1971)
 EW4921
 EW4921'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4921'RECOVERED IN GOOD CONDITION.
 EW4921
 EW4921                          STATION RECOVERY (1973)
 EW4921
 EW4921'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4921'LYONS AVENUE, ABOUT 335 FEET EAST OF EAST END OF NORTH GUARD RAIL OF
 EW4921'PICO LYONS BRIDGE NO. 53-1783 OVER GOLDEN STATE FREEWAY, 48.8 FEET
 EW4921'NORTH OF SOUTH PROPERTY LINE CHAIN LINK FENCE.  SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4923 ***********************************************************************
 EW4923  DESIGNATION -  60 34 A LA CO
 EW4923  PID         -  EW4923
 EW4923  STATE/COUNTY-  CA/LOS ANGELES
 EW4923  USGS QUAD   -  NEWHALL (1995)
 EW4923
 EW4923                         *CURRENT SURVEY CONTROL
 EW4923  ___________________________________________________________________
 EW4923* NAD 83(1986)-  34 22 42.     (N)    118 33 30.     (W)     SCALED    
 EW4923* NAVD 88     -       385.24   (+/-2cm)    1263.9    (feet)  VERTCON   
 EW4923  ___________________________________________________________________
 EW4923  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW4923  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4923
 EW4923.The horizontal coordinates were scaled from a topographic map and have
 EW4923.an estimated accuracy of +/- 6 seconds.
 EW4923
 EW4923.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4923.The vertical order pertains to the NGVD 29 superseded value.
 EW4923
 EW4923.The geoid height was determined by GEOID03.
 EW4923
 EW4923;                    North         East    Units  Estimated Accuracy
 EW4923;SPC CA 5     -   597,570.    1,948,650.      MT  (+/- 180 meters Scaled)
 EW4923
 EW4923                          SUPERSEDED SURVEY CONTROL
 EW4923
 EW4923  NGVD 29 (??/??/92)  384.414  (m)         1261.20   (f) ADJ UNCH    1 1
 EW4923
 EW4923.Superseded values are not recommended for survey control.
 EW4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4923.See file dsdata.txt to determine how the superseded data were derived.
 EW4923
 EW4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU567052(NAD 83)
 EW4923_MARKER: N = NAIL
 EW4923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4923_SP_SET: FOOTING
 EW4923_STAMPING: LA CO RD DEPT BM
 EW4923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4923
 EW4923  HISTORY     - Date     Condition        Report By
 EW4923  HISTORY     - UNK      MONUMENTED       CA-037
 EW4923  HISTORY     - 1968     GOOD             CA-037
 EW4923  HISTORY     - 1971     GOOD             CA1980
 EW4923
 EW4923                          STATION DESCRIPTION
 EW4923
 EW4923'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4923'AT NEWHALL.
 EW4923'NEWHALL, INTERSECTION OF LYONS AVENUE AND WILEY CANYON ROAD,
 EW4923'37 FEET SOUTH AND 33 FEET EAST OF CENTER LINE INTERSECTION IN
 EW4923'NORTHEAST CONCRETE FOOTING OF SOUTHERN CALIFORNIA EDISON TOWER
 EW4923'NO 3/3.  SET IN THE TOP OF CONCRETE FOOTING OF TOWER.
 EW4923
 EW4923                          STATION RECOVERY (1971)
 EW4923
 EW4923'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6678 ***********************************************************************
 EW6678  DESIGNATION -  60 34 B LA CO
 EW6678  PID         -  EW6678
 EW6678  STATE/COUNTY-  CA/LOS ANGELES
 EW6678  USGS QUAD   -  NEWHALL (1995)
 EW6678
 EW6678                         *CURRENT SURVEY CONTROL
 EW6678  ___________________________________________________________________
 EW6678* NAD 83(1986)-  34 22 44.     (N)    118 33 33.     (W)     SCALED    
 EW6678* NAVD 88     -       385.41   (+/-2cm)    1264.5    (feet)  VERTCON   
 EW6678  ___________________________________________________________________
 EW6678  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EW6678  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6678
 EW6678.The horizontal coordinates were scaled from a topographic map and have
 EW6678.an estimated accuracy of +/- 6 seconds.
 EW6678
 EW6678.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6678.The vertical order pertains to the NGVD 29 superseded value.
 EW6678
 EW6678.The geoid height was determined by GEOID03.
 EW6678
 EW6678;                    North         East    Units  Estimated Accuracy
 EW6678;SPC CA 5     -   597,630.    1,948,580.      MT  (+/- 180 meters Scaled)
 EW6678
 EW6678                          SUPERSEDED SURVEY CONTROL
 EW6678
 EW6678  NGVD 29 (??/??/92)  384.584  (m)         1261.76   (f) ADJ UNCH    1 1
 EW6678
 EW6678.Superseded values are not recommended for survey control.
 EW6678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6678.See file dsdata.txt to determine how the superseded data were derived.
 EW6678
 EW6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU566052(NAD 83)
 EW6678_MARKER: DD = SURVEY DISK
 EW6678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6678_SP_SET: FOOTING
 EW6678_STAMPING: RD DEPT BM
 EW6678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6678
 EW6678  HISTORY     - Date     Condition        Report By
 EW6678  HISTORY     - UNK      MONUMENTED       CA-037
 EW6678  HISTORY     - 1973     GOOD             CA-037
 EW6678
 EW6678                          STATION DESCRIPTION
 EW6678
 EW6678'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6678'0.4 MI E FROM NEWHALL.
 EW6678'LYONS AVENUE AND WILEY CANYON ROAD, SOUTHEAST CORNER.  65.5 FEET SOUTH
 EW6678'OF APPROXIMATE CENTER OF PAVEMENT OF LYONS AVENUE.  68.0 FEET EAST OF
 EW6678'APPROXIMATE CENTER OF PAVEMENT OF WILEY CANYON ROAD.  SET IN THE 5.0
 EW6678'FEET DIAMETER FOOTING OF A 2.0 DIAMETER STEEL TRANSMISSION POLE, 12
 EW6678'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4924 ***********************************************************************
 EW4924  DESIGNATION -  60 35 A LA CO
 EW4924  PID         -  EW4924
 EW4924  STATE/COUNTY-  CA/LOS ANGELES
 EW4924  USGS QUAD   -  NEWHALL (1995)
 EW4924
 EW4924                         *CURRENT SURVEY CONTROL
 EW4924  ___________________________________________________________________
 EW4924* NAD 83(1986)-  34 22 46.     (N)    118 32 49.     (W)     SCALED    
 EW4924* NAVD 88     -       380.57   (+/-2cm)    1248.6    (feet)  VERTCON   
 EW4924  ___________________________________________________________________
 EW4924  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EW4924  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4924
 EW4924.The horizontal coordinates were scaled from a topographic map and have
 EW4924.an estimated accuracy of +/- 6 seconds.
 EW4924
 EW4924.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4924.The vertical order pertains to the NGVD 29 superseded value.
 EW4924
 EW4924.The geoid height was determined by GEOID03.
 EW4924
 EW4924;                    North         East    Units  Estimated Accuracy
 EW4924;SPC CA 5     -   597,690.    1,949,700.      MT  (+/- 180 meters Scaled)
 EW4924
 EW4924                          SUPERSEDED SURVEY CONTROL
 EW4924
 EW4924  NGVD 29 (??/??/92)  379.753  (m)         1245.91   (f) ADJ UNCH    1 1
 EW4924
 EW4924.Superseded values are not recommended for survey control.
 EW4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4924.See file dsdata.txt to determine how the superseded data were derived.
 EW4924
 EW4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU577053(NAD 83)
 EW4924_MARKER: DD = SURVEY DISK
 EW4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4924+STABILITY: SURFACE MOTION
 EW4924
 EW4924  HISTORY     - Date     Condition        Report By
 EW4924  HISTORY     - UNK      MONUMENTED       CA-037
 EW4924  HISTORY     - 1968     GOOD             CA-037
 EW4924  HISTORY     - 1971     GOOD             CA1980
 EW4924  HISTORY     - 1973     GOOD             CA-037
 EW4924
 EW4924                          STATION DESCRIPTION
 EW4924
 EW4924'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4924'AT NEWHALL.
 EW4924'AT NEWHALL, INTERSECTION OF LYONS AVENUE AND PEACHLAND AVENUE,
 EW4924'60.8 FEET AND 67.0 FEET NE OF LEAD AND TACK IN CURB AT WEST
 EW4924'END AND SOUTH END OF CURB RETURN IN SW CORNER OF INTERSECTION,
 EW4924'60.8 FEET AND 68.8 FEET NW OF LEAD AND TACK IN CURB AT EAST
 EW4924'END AND SOUTH END OF CURB RETURN IN SE CORNER OF INTERSECTION.
 EW4924'SET IN THE TOP OF A CONCRETE POST 7 INCHES BELOW THE GROUND
 EW4924'SURFACE, IN A WELL, PROTECTED BY A CAST IRON COVER.
 EW4924
 EW4924                          STATION RECOVERY (1971)
 EW4924
 EW4924'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4924'RECOVERED IN GOOD CONDITION.
 EW4924
 EW4924                          STATION RECOVERY (1973)
 EW4924
 EW4924'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4924'LYONS AVENUE AND PEACHLAND AVENUE CENTERLINE INTERSECTION.  SET 7
 EW4924'INCHES DEEP IN A WELL AND PROTECTED BY A ROAD DEPARTMENT CAST IRON
 EW4924'COVER.  78.0 FEET NORTHEASTERLY BY A FIRE HYDRANT LOCATED AT THE
 EW4924'SOUTHWEST CORNER, 51.3 FEET SOUTHEASTERLY OF A LEAD AND TACK IN THE
 EW4924'NORTH CURB OF PEACHLAND AVENUE.  42.5 FEET SOUTHERLY OF A LEAD AND
 EW4924'TACK IN THE NORTH CURB OF LYONS AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4925 ***********************************************************************
 EW4925  DESIGNATION -  60 35 B LA CO
 EW4925  PID         -  EW4925
 EW4925  STATE/COUNTY-  CA/LOS ANGELES
 EW4925  USGS QUAD   -  NEWHALL (1995)
 EW4925
 EW4925                         *CURRENT SURVEY CONTROL
 EW4925  ___________________________________________________________________
 EW4925* NAD 83(1986)-  34 22 46.     (N)    118 32 46.     (W)     SCALED    
 EW4925* NAVD 88     -       381.11   (+/-2cm)    1250.4    (feet)  VERTCON   
 EW4925  ___________________________________________________________________
 EW4925  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EW4925  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4925
 EW4925.The horizontal coordinates were scaled from a topographic map and have
 EW4925.an estimated accuracy of +/- 6 seconds.
 EW4925
 EW4925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4925.The vertical order pertains to the NGVD 29 superseded value.
 EW4925
 EW4925.The geoid height was determined by GEOID03.
 EW4925
 EW4925;                    North         East    Units  Estimated Accuracy
 EW4925;SPC CA 5     -   597,690.    1,949,780.      MT  (+/- 180 meters Scaled)
 EW4925
 EW4925                          SUPERSEDED SURVEY CONTROL
 EW4925
 EW4925  NGVD 29 (??/??/92)  380.294  (m)         1247.68   (f) ADJ UNCH    1 1
 EW4925
 EW4925.Superseded values are not recommended for survey control.
 EW4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4925.See file dsdata.txt to determine how the superseded data were derived.
 EW4925
 EW4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU578053(NAD 83)
 EW4925_MARKER: B = BOLT
 EW4925_SETTING: 0 = UNSPECIFIED SETTING
 EW4925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4925
 EW4925  HISTORY     - Date     Condition        Report By
 EW4925  HISTORY     - UNK      MONUMENTED       CA-037
 EW4925  HISTORY     - 1968     GOOD             CA-037
 EW4925  HISTORY     - 1971     GOOD             CA1980
 EW4925  HISTORY     - 1973     GOOD             CA-037
 EW4925
 EW4925                          STATION DESCRIPTION
 EW4925
 EW4925'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4925'AT NEWHALL.
 EW4925'NEWHALL, LYONS AVENUE AND PEACHLAND AVENUE, 66.5 FEET SOUTH OF
 EW4925'BC CURB RETURN SOUTH OF LYONS AVENUE, 4 FEET EAST OF EAST CURB
 EW4925'OF PEACHLAND AVENUE.
 EW4925
 EW4925                          STATION RECOVERY (1971)
 EW4925
 EW4925'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4925'RECOVERED IN GOOD CONDITION.
 EW4925
 EW4925                          STATION RECOVERY (1973)
 EW4925
 EW4925'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4925'LYONS AVENUE AND PEACHLAND AVENUE 66.5 FEET SOUTH OF BC CURB RETURN
 EW4925'SOUTH OF LYONS AVENUE, 4 FEET EAST OF EAST CURB OF PEACHLAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4927 ***********************************************************************
 EW4927  DESIGNATION -  60 35 C LA CO
 EW4927  PID         -  EW4927
 EW4927  STATE/COUNTY-  CA/LOS ANGELES
 EW4927  USGS QUAD   -  NEWHALL (1995)
 EW4927
 EW4927                         *CURRENT SURVEY CONTROL
 EW4927  ___________________________________________________________________
 EW4927* NAD 83(1986)-  34 22 45.     (N)    118 32 25.     (W)     SCALED    
 EW4927* NAVD 88     -       384.84   (+/-2cm)    1262.6    (feet)  VERTCON   
 EW4927  ___________________________________________________________________
 EW4927  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 EW4927  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4927
 EW4927.The horizontal coordinates were scaled from a topographic map and have
 EW4927.an estimated accuracy of +/- 6 seconds.
 EW4927
 EW4927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4927.The vertical order pertains to the NGVD 29 superseded value.
 EW4927
 EW4927.The geoid height was determined by GEOID03.
 EW4927
 EW4927;                    North         East    Units  Estimated Accuracy
 EW4927;SPC CA 5     -   597,660.    1,950,310.      MT  (+/- 180 meters Scaled)
 EW4927
 EW4927                          SUPERSEDED SURVEY CONTROL
 EW4927
 EW4927  NGVD 29 (??/??/92)  384.02   (m)         1259.9    (f) COMPUTED    1 2
 EW4927
 EW4927.Superseded values are not recommended for survey control.
 EW4927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4927.See file dsdata.txt to determine how the superseded data were derived.
 EW4927
 EW4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU583052(NAD 83)
 EW4927_MARKER: DD = SURVEY DISK
 EW4927_SETTING: 0 = UNSPECIFIED SETTING
 EW4927_STAMPING: LYONS AVE ANGLE PT RE 5869
 EW4927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4927
 EW4927  HISTORY     - Date     Condition        Report By
 EW4927  HISTORY     - UNK      MONUMENTED       CA-037
 EW4927  HISTORY     - 1968     GOOD             CA-037
 EW4927
 EW4927                          STATION DESCRIPTION
 EW4927
 EW4927'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4927'AT NEWHALL.
 EW4927'AT NEWHALL, LYONS AVENUE AND WAYMAN STREET, 4 FEET EAST OF THE
 EW4927'CENTER LINE INTERSECTION.  SET BELOW THE GROUND SURFACE UNDER
 EW4927'A COUNTY ENGINEER CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4928 ***********************************************************************
 EW4928  DESIGNATION -  60 36 A LA CO
 EW4928  PID         -  EW4928
 EW4928  STATE/COUNTY-  CA/LOS ANGELES
 EW4928  USGS QUAD   -  NEWHALL (1995)
 EW4928
 EW4928                         *CURRENT SURVEY CONTROL
 EW4928  ___________________________________________________________________
 EW4928* NAD 83(1986)-  34 22 47.     (N)    118 31 58.     (W)     SCALED    
 EW4928* NAVD 88     -       381.87   (+/-2cm)    1252.9    (feet)  VERTCON   
 EW4928  ___________________________________________________________________
 EW4928  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 EW4928  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4928
 EW4928.The horizontal coordinates were scaled from a topographic map and have
 EW4928.an estimated accuracy of +/- 6 seconds.
 EW4928
 EW4928.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4928.The vertical order pertains to the NGVD 29 superseded value.
 EW4928
 EW4928.The geoid height was determined by GEOID03.
 EW4928
 EW4928;                    North         East    Units  Estimated Accuracy
 EW4928;SPC CA 5     -   597,710.    1,951,000.      MT  (+/- 180 meters Scaled)
 EW4928
 EW4928                          SUPERSEDED SURVEY CONTROL
 EW4928
 EW4928  NGVD 29 (??/??/92)  381.049  (m)         1250.16   (f) ADJ UNCH    1 2
 EW4928
 EW4928.Superseded values are not recommended for survey control.
 EW4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4928.See file dsdata.txt to determine how the superseded data were derived.
 EW4928
 EW4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU590053(NAD 83)
 EW4928_MARKER: Z = SEE DESCRIPTION
 EW4928_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW4928_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW4928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4928
 EW4928  HISTORY     - Date     Condition        Report By
 EW4928  HISTORY     - UNK      MONUMENTED       CA-037
 EW4928  HISTORY     - 1968     GOOD             CA-037
 EW4928
 EW4928                          STATION DESCRIPTION
 EW4928
 EW4928'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW4928'AT NEWHALL.
 EW4928'NEWHALL, LYONS AVENUE AND NEWHALL AVENUE AT THE CENTER LINE
 EW4928'INTERSECTION.  SET BELOW THE GROUND SURFACE UNDER A LA COUNTY
 EW4928'CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6679 ***********************************************************************
 EW6679  DESIGNATION -  60 36 B LA CO
 EW6679  PID         -  EW6679
 EW6679  STATE/COUNTY-  CA/LOS ANGELES
 EW6679  USGS QUAD   -  NEWHALL (1995)
 EW6679
 EW6679                         *CURRENT SURVEY CONTROL
 EW6679  ___________________________________________________________________
 EW6679* NAD 83(1986)-  34 22 48.     (N)    118 32 02.     (W)     SCALED    
 EW6679* NAVD 88     -       381.67   (+/-2cm)    1252.2    (feet)  VERTCON   
 EW6679  ___________________________________________________________________
 EW6679  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EW6679  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW6679
 EW6679.The horizontal coordinates were scaled from a topographic map and have
 EW6679.an estimated accuracy of +/- 6 seconds.
 EW6679
 EW6679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6679.The vertical order pertains to the NGVD 29 superseded value.
 EW6679
 EW6679.The geoid height was determined by GEOID03.
 EW6679
 EW6679;                    North         East    Units  Estimated Accuracy
 EW6679;SPC CA 5     -   597,740.    1,950,900.      MT  (+/- 180 meters Scaled)
 EW6679
 EW6679                          SUPERSEDED SURVEY CONTROL
 EW6679
 EW6679  NGVD 29 (??/??/92)  380.851  (m)         1249.51   (f) ADJ UNCH    1 1
 EW6679
 EW6679.Superseded values are not recommended for survey control.
 EW6679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6679.See file dsdata.txt to determine how the superseded data were derived.
 EW6679
 EW6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU589053(NAD 83)
 EW6679_MARKER: Z = SEE DESCRIPTION
 EW6679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6679_SP_SET: CONCRETE PLUG
 EW6679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6679
 EW6679  HISTORY     - Date     Condition        Report By
 EW6679  HISTORY     - UNK      MONUMENTED       CGS
 EW6679  HISTORY     - 1973     GOOD             CA-037
 EW6679
 EW6679                          STATION DESCRIPTION
 EW6679
 EW6679'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW6679'IN NEWHALL.
 EW6679'NEWHALL AVENUE AND 9TH STREET CENTER LINE INTERSECTION TO EAST, 50.7
 EW6679'FEET SOUTHEAST OF A LEAD AND C.E. TAG IN CURB RETURN, 40.9 FEET
 EW6679'SOUTHERLY OF A LEAD AND NAIL IN CURB, 32.6 FEET NORTHWESTERLY OF A
 EW6679'LEAD AND NAIL IN MIDDLE OF CURB RETURN.  SET IN CONCRETE PLUG IN A 2
 EW6679'INCH IRON PIPE 5 INCHES BELOW THE GROUND SURFACE AND PROTECTED BY A
 EW6679'CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4864 ***********************************************************************
 EW4864  DESIGNATION -  60 7 LA CO
 EW4864  PID         -  EW4864
 EW4864  STATE/COUNTY-  CA/LOS ANGELES
 EW4864  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4864
 EW4864                         *CURRENT SURVEY CONTROL
 EW4864  ___________________________________________________________________
 EW4864* NAD 83(1986)-  34 19 26.     (N)    118 30 10.     (W)     SCALED    
 EW4864* NAVD 88     -       408.80   (+/-2cm)    1341.2    (feet)  VERTCON   
 EW4864  ___________________________________________________________________
 EW4864  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 EW4864  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4864
 EW4864.The horizontal coordinates were scaled from a topographic map and have
 EW4864.an estimated accuracy of +/- 6 seconds.
 EW4864
 EW4864.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4864.The vertical order pertains to the NGVD 29 superseded value.
 EW4864
 EW4864.The geoid height was determined by GEOID03.
 EW4864
 EW4864;                    North         East    Units  Estimated Accuracy
 EW4864;SPC CA 5     -   591,510.    1,953,730.      MT  (+/- 180 meters Scaled)
 EW4864
 EW4864                          SUPERSEDED SURVEY CONTROL
 EW4864
 EW4864  NGVD 29 (??/??/92)  407.971  (m)         1338.48   (f) ADJ UNCH    1 1
 EW4864
 EW4864.Superseded values are not recommended for survey control.
 EW4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4864.See file dsdata.txt to determine how the superseded data were derived.
 EW4864
 EW4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT617990(NAD 83)
 EW4864_MARKER: S = SPIKE
 EW4864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4864_SP_SET: CULVERT
 EW4864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4864
 EW4864  HISTORY     - Date     Condition        Report By
 EW4864  HISTORY     - UNK      MONUMENTED       CA1980
 EW4864  HISTORY     - 1968     GOOD             CA1980
 EW4864  HISTORY     - 1971     GOOD             CA1980
 EW4864  HISTORY     - 1973     GOOD             CA-037
 EW4864
 EW4864                          STATION DESCRIPTION
 EW4864
 EW4864'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4864'IN LOS ANGELES.
 EW4864'CUT SPIKE IN THE SOUTHWEST HEADWALL, AT ITS NORTHWEST END, OF
 EW4864'RAILROAD CULVERT NO. 457.18 1924 IN THE SOUTHERN PACIFIC RIGHT
 EW4864'OF WAY, 0.38 MILES NORTHWESTERLY FROM BALBOA BOULEVARD, NEW
 EW4864'ALIGNMENT, 82 FEET NORTH OF THE NORTH CURB LINE OF SAN FERNANDO
 EW4864'ROAD, FROM A POINT 0.04 MILES SOUTHEASTERLY FROM THE ENTRANCE
 EW4864'TO THE NORTH VALLEY REFUSE CENTER AT NO. 14747.
 EW4864
 EW4864                          STATION RECOVERY (1971)
 EW4864
 EW4864'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4864'RECOVERED IN GOOD CONDITION.
 EW4864
 EW4864                          STATION RECOVERY (1973)
 EW4864
 EW4864'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 EW4864'LOS ANGELES, SAN FERNANDO ROAD, 0.5 MILE NORTHWESTERLY OF BALBOA
 EW4864'BOULEVARD, 81.0 FEET NORTHEASTERLY OF THE EAST CURB OF SAN FERNANDO
 EW4864'ROAD 8.0 FEET WESTERLY OF THE WEST RAIL OF THE SOUTHERN PACIFIC
 EW4864'COMPANY RAILROAD IN THE WEST HEADWALL OF BRIDGE NO. 53-391, 1924,
 EW4864'457.18.  SET IN TOP OF CONCRETE HEADWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9158 ***********************************************************************
 JT9158  DESIGNATION -  60 A
 JT9158  PID         -  JT9158
 JT9158  STATE/COUNTY-  CA/NAPA
 JT9158  USGS QUAD   -  NAPA (1980)
 JT9158
 JT9158                         *CURRENT SURVEY CONTROL
 JT9158  ___________________________________________________________________
 JT9158* NAD 83(1986)-  38 18 54.     (N)    122 18 16.     (W)     SCALED    
 JT9158* NAVD 88     -        18.69   (+/-2cm)      61.3    (feet)  VERTCON   
 JT9158  ___________________________________________________________________
 JT9158  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9158  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9158
 JT9158.The horizontal coordinates were scaled from a topographic map and have
 JT9158.an estimated accuracy of +/- 6 seconds.
 JT9158
 JT9158.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9158.The vertical order pertains to the NGVD 29 superseded value.
 JT9158
 JT9158.The geoid height was determined by GEOID03.
 JT9158
 JT9158;                    North         East    Units  Estimated Accuracy
 JT9158;SPC CA 2     -   572,010.    1,973,380.      MT  (+/- 180 meters Scaled)
 JT9158
 JT9158                          SUPERSEDED SURVEY CONTROL
 JT9158
 JT9158  NGVD 29 (??/??/92)   17.90   (m)           58.7    (f) COMPUTED    2 2
 JT9158
 JT9158.Superseded values are not recommended for survey control.
 JT9158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9158.See file dsdata.txt to determine how the superseded data were derived.
 JT9158
 JT9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH608409(NAD 83)
 JT9158_MARKER: DD = SURVEY DISK
 JT9158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9158_SP_SET: CONCRETE POST
 JT9158_MARK LOGO: CA2330
 JT9158_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9158+STABILITY: SURFACE MOTION
 JT9158
 JT9158  HISTORY     - Date     Condition        Report By
 JT9158  HISTORY     - 1971     MONUMENTED       CA2330
 JT9158
 JT9158                          STATION DESCRIPTION
 JT9158
 JT9158'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9158'ALONG CALIFORNIA BLVD., 10 FT (3.0 M) SOUTH OF CENTERLINE OF PUEBLO
 JT9158'AVENUE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9159 ***********************************************************************
 JT9159  DESIGNATION -  60 A 1
 JT9159  PID         -  JT9159
 JT9159  STATE/COUNTY-  CA/NAPA
 JT9159  USGS QUAD   -  NAPA (1980)
 JT9159
 JT9159                         *CURRENT SURVEY CONTROL
 JT9159  ___________________________________________________________________
 JT9159* NAD 83(1986)-  38 18 54.     (N)    122 17 58.     (W)     SCALED    
 JT9159* NAVD 88     -        15.76   (+/-2cm)      51.7    (feet)  VERTCON   
 JT9159  ___________________________________________________________________
 JT9159  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9159  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9159
 JT9159.The horizontal coordinates were scaled from a topographic map and have
 JT9159.an estimated accuracy of +/- 6 seconds.
 JT9159
 JT9159.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9159.The vertical order pertains to the NGVD 29 superseded value.
 JT9159
 JT9159.The geoid height was determined by GEOID03.
 JT9159
 JT9159;                    North         East    Units  Estimated Accuracy
 JT9159;SPC CA 2     -   572,010.    1,973,810.      MT  (+/- 180 meters Scaled)
 JT9159
 JT9159                          SUPERSEDED SURVEY CONTROL
 JT9159
 JT9159  NGVD 29 (??/??/92)   14.98   (m)           49.1    (f) COMPUTED    2 2
 JT9159
 JT9159.Superseded values are not recommended for survey control.
 JT9159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9159.See file dsdata.txt to determine how the superseded data were derived.
 JT9159
 JT9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612409(NAD 83)
 JT9159_MARKER: Z = SEE DESCRIPTION
 JT9159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9159_SP_SET: WELL MONUMENT
 JT9159_MARK LOGO: CA2330
 JT9159_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9159
 JT9159  HISTORY     - Date     Condition        Report By
 JT9159  HISTORY     - 1971     MONUMENTED       CA2330
 JT9159
 JT9159                          STATION DESCRIPTION
 JT9159
 JT9159'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9159'AT INTERSECTION OF PUEBLO AND STADIUM, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9160 ***********************************************************************
 JT9160  DESIGNATION -  60 B
 JT9160  PID         -  JT9160
 JT9160  STATE/COUNTY-  CA/NAPA
 JT9160  USGS QUAD   -  NAPA (1980)
 JT9160
 JT9160                         *CURRENT SURVEY CONTROL
 JT9160  ___________________________________________________________________
 JT9160* NAD 83(1986)-  38 19 00.     (N)    122 17 40.     (W)     SCALED    
 JT9160* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 JT9160  ___________________________________________________________________
 JT9160  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9160  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9160
 JT9160.The horizontal coordinates were scaled from a topographic map and have
 JT9160.an estimated accuracy of +/- 6 seconds.
 JT9160
 JT9160.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9160.The vertical order pertains to the NGVD 29 superseded value.
 JT9160
 JT9160.The geoid height was determined by GEOID03.
 JT9160
 JT9160;                    North         East    Units  Estimated Accuracy
 JT9160;SPC CA 2     -   572,200.    1,974,250.      MT  (+/- 180 meters Scaled)
 JT9160
 JT9160                          SUPERSEDED SURVEY CONTROL
 JT9160
 JT9160  NGVD 29 (??/??/92)   10.84   (m)           35.6    (f) COMPUTED    2 2
 JT9160
 JT9160.Superseded values are not recommended for survey control.
 JT9160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9160.See file dsdata.txt to determine how the superseded data were derived.
 JT9160
 JT9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH616411(NAD 83)
 JT9160_MARKER: DD = SURVEY DISK
 JT9160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9160_SP_SET: CONCRETE POST
 JT9160_MARK LOGO: CA2330
 JT9160_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9160+STABILITY: SURFACE MOTION
 JT9160
 JT9160  HISTORY     - Date     Condition        Report By
 JT9160  HISTORY     - 1971     MONUMENTED       CA2330
 JT9160
 JT9160                          STATION DESCRIPTION
 JT9160
 JT9160'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9160'AT INTERSECTION OF PUEBLO AND BEARD, 10 FEET BY 10 FT (3.0 M)
 JT9160'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0414 ***********************************************************************
 HR0414  DESIGNATION -  60 B
 HR0414  PID         -  HR0414
 HR0414  STATE/COUNTY-  CA/MARIPOSA
 HR0414  USGS QUAD   -  FISH CAMP (1990)
 HR0414
 HR0414                         *CURRENT SURVEY CONTROL
 HR0414  ___________________________________________________________________
 HR0414* NAD 83(1986)-  37 29 53.     (N)    119 37 53.     (W)     SCALED    
 HR0414* NAVD 88     -      1531.28   (+/-2cm)    5023.9    (feet)  VERTCON   
 HR0414  ___________________________________________________________________
 HR0414  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 HR0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0414
 HR0414.The horizontal coordinates were scaled from a topographic map and have
 HR0414.an estimated accuracy of +/- 6 seconds.
 HR0414
 HR0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0414.The vertical order pertains to the NGVD 29 superseded value.
 HR0414
 HR0414.The geoid height was determined by GEOID03.
 HR0414
 HR0414;                    North         East    Units  Estimated Accuracy
 HR0414;SPC CA 3     -   611,120.    2,076,800.      MT  (+/- 180 meters Scaled)
 HR0414
 HR0414                          SUPERSEDED SURVEY CONTROL
 HR0414
 HR0414  NGVD 29 (??/??/92) 1530.199  (m)         5020.33   (f) ADJ UNCH    2 0
 HR0414
 HR0414.Superseded values are not recommended for survey control.
 HR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0414.See file dsdata.txt to determine how the superseded data were derived.
 HR0414
 HR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB673533(NAD 83)
 HR0414_MARKER: DD = SURVEY DISK
 HR0414_SETTING: 80 = SET IN A BOULDER
 HR0414_SP_SET: BOULDER
 HR0414_STAMPING: 5020 60 B 1934
 HR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0414+STABILITY: SURFACE MOTION
 HR0414
 HR0414  HISTORY     - Date     Condition        Report By
 HR0414  HISTORY     - 1934     MONUMENTED       USGS
 HR0414  HISTORY     - 1943     GOOD             NGS
 HR0414  HISTORY     - 20041024 GOOD             GEOCAC
 HR0414
 HR0414                          STATION DESCRIPTION
 HR0414
 HR0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0414'0.8 MI S FROM SOUTH GATE RANGER STATION.
 HR0414'0.8 MILE SOUTH ALONG STATE HIGHWAY 41 FROM SOUTH GATE RANGER
 HR0414'STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, ABOUT 440
 HR0414'FEET NORTHEAST OF THE DEER GUARD AT THE SOUTH PARK BOUNDARY, 60
 HR0414'FEET SOUTHWEST OF A CREEK, 60 FEET EAST OF THE CENTERLINE OF THE
 HR0414'HIGHWAY, 3 FEET NORTH OF A SMALL CEDAR TREE, IN THE TOP OF A LARGE
 HR0414'BOULDER, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 HR0414'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5020 60 B 1934.
 HR0414
 HR0414                          STATION RECOVERY (2004)
 HR0414
 HR0414'RECOVERY NOTE BY GEOCACHING 2004 (PFW)
 HR0414'HANDHELD GPS COORDINATES  37 29 53 (N)  119 37 52 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT2287 ***********************************************************************
 KT2287  DESIGNATION -  60 B RESET
 KT2287  PID         -  KT2287
 KT2287  STATE/COUNTY-  CA/COLUSA
 KT2287  USGS QUAD   -  COLUSA (1991)
 KT2287
 KT2287                         *CURRENT SURVEY CONTROL
 KT2287  ___________________________________________________________________
 KT2287* NAD 83(1986)-  39 12 50.     (N)    122 00 30.     (W)     SCALED    
 KT2287* NAVD 88     -        19.38   (+/-2cm)      63.6    (feet)  VERTCON   
 KT2287  ___________________________________________________________________
 KT2287  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 KT2287  VERT ORDER  -  THIRD (See Below)
 KT2287
 KT2287.The horizontal coordinates were scaled from a topographic map and have
 KT2287.an estimated accuracy of +/- 6 seconds.
 KT2287
 KT2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT2287.The vertical order pertains to the NGVD 29 superseded value.
 KT2287
 KT2287.The geoid height was determined by GEOID03.
 KT2287
 KT2287;                    North         East    Units  Estimated Accuracy
 KT2287;SPC CA 2     -   671,750.    1,999,280.      MT  (+/- 180 meters Scaled)
 KT2287
 KT2287                          SUPERSEDED SURVEY CONTROL
 KT2287
 KT2287  NGVD 29 (08/19/04)   18.64   (m)           61.2    (f) RESET       3  
 KT2287
 KT2287.Superseded values are not recommended for survey control.
 KT2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT2287.See file dsdata.txt to determine how the superseded data were derived.
 KT2287
 KT2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ856409(NAD 83)
 KT2287_MARKER: DD = SURVEY DISK
 KT2287_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KT2287_SP_SET: BUILDING WALL
 KT2287_STAMPING: 60 B 1904 RESET 1984
 KT2287_MARK LOGO: USGS  
 KT2287_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT2287+STABILITY: SURFACE MOTION
 KT2287
 KT2287  HISTORY     - Date     Condition        Report By
 KT2287  HISTORY     - 1984     MONUMENTED       LOCENG
 KT2287
 KT2287                          STATION DESCRIPTION
 KT2287
 KT2287'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KT2287'IN COLUSA, AT THE INTERSECTION OF SIXTH STREET AND MARKET STREET, IN
 KT2287'NORTH WALL OF COUNTY COURTHOUSE, 15 FEET (4.6 M) WEST OF MAIN
 KT2287'ENTRANCE, IN THE WATER TABLE, SET IN GRANITE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9161 ***********************************************************************
 JT9161  DESIGNATION -  60 C
 JT9161  PID         -  JT9161
 JT9161  STATE/COUNTY-  CA/NAPA
 JT9161  USGS QUAD   -  NAPA (1980)
 JT9161
 JT9161                         *CURRENT SURVEY CONTROL
 JT9161  ___________________________________________________________________
 JT9161* NAD 83(1986)-  38 19 00.     (N)    122 17 34.     (W)     SCALED    
 JT9161* NAVD 88     -        11.16   (+/-2cm)      36.6    (feet)  VERTCON   
 JT9161  ___________________________________________________________________
 JT9161  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9161  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9161
 JT9161.The horizontal coordinates were scaled from a topographic map and have
 JT9161.an estimated accuracy of +/- 6 seconds.
 JT9161
 JT9161.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9161.The vertical order pertains to the NGVD 29 superseded value.
 JT9161
 JT9161.The geoid height was determined by GEOID03.
 JT9161
 JT9161;                    North         East    Units  Estimated Accuracy
 JT9161;SPC CA 2     -   572,200.    1,974,400.      MT  (+/- 180 meters Scaled)
 JT9161
 JT9161                          SUPERSEDED SURVEY CONTROL
 JT9161
 JT9161  NGVD 29 (??/??/92)   10.37   (m)           34.0    (f) COMPUTED    2 2
 JT9161
 JT9161.Superseded values are not recommended for survey control.
 JT9161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9161.See file dsdata.txt to determine how the superseded data were derived.
 JT9161
 JT9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH618411(NAD 83)
 JT9161_MARKER: DD = SURVEY DISK
 JT9161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9161_SP_SET: CONCRETE POST
 JT9161_MARK LOGO: CA2330
 JT9161_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9161+STABILITY: SURFACE MOTION
 JT9161
 JT9161  HISTORY     - Date     Condition        Report By
 JT9161  HISTORY     - 1971     MONUMENTED       CA2330
 JT9161
 JT9161                          STATION DESCRIPTION
 JT9161
 JT9161'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9161'AT INTERSECTION OF PUEBLO AND YAJOME, 10 FEET BY 10 FT (3.0 M)
 JT9161'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0475 ***********************************************************************
 MW0475  DESIGNATION -  60 C USGS
 MW0475  PID         -  MW0475
 MW0475  STATE/COUNTY-  CA/SHASTA
 MW0475  USGS QUAD   -  EAST OF PONDOSA (1995)
 MW0475
 MW0475                         *CURRENT SURVEY CONTROL
 MW0475  ___________________________________________________________________
 MW0475* NAD 83(1986)-  41 07 31.     (N)    121 34 43.     (W)     SCALED    
 MW0475* NAVD 88     -      1021.049  (meters)    3349.89   (feet)  ADJUSTED  
 MW0475  ___________________________________________________________________
 MW0475  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 MW0475  DYNAMIC HT  -        1020.374 (meters)    3347.68  (feet)  COMP
 MW0475  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 MW0475
 MW0475  VERT ORDER  -  SECOND    CLASS 0
 MW0475
 MW0475.The horizontal coordinates were scaled from a topographic map and have
 MW0475.an estimated accuracy of +/- 6 seconds.
 MW0475
 MW0475.The orthometric height was determined by differential leveling
 MW0475.and adjusted in June 1991.
 MW0475
 MW0475.The geoid height was determined by GEOID03.
 MW0475
 MW0475.The dynamic height is computed by dividing the NAVD 88
 MW0475.geopotential number by the normal gravity value computed on the
 MW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0475.degrees latitude (g = 980.6199 gals.).
 MW0475
 MW0475.The modeled gravity was interpolated from observed gravity values.
 MW0475
 MW0475;                    North         East    Units  Estimated Accuracy
 MW0475;SPC CA 1     -   699,060.    2,035,380.      MT  (+/- 180 meters Scaled)
 MW0475
 MW0475                          SUPERSEDED SURVEY CONTROL
 MW0475
 MW0475  NGVD 29 (??/??/??) 1020.063  (m)         3346.66   (f) ADJUSTED    2 0
 MW0475
 MW0475.Superseded values are not recommended for survey control.
 MW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0475.See file dsdata.txt to determine how the superseded data were derived.
 MW0475
 MW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL193536(NAD 83)
 MW0475_MARKER: DD = SURVEY DISK
 MW0475_SETTING: 80 = SET IN A BOULDER
 MW0475_STAMPING: 60 C 1931
 MW0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0475+STABILITY: SURFACE MOTION
 MW0475
 MW0475  HISTORY     - Date     Condition        Report By
 MW0475  HISTORY     - 1931     MONUMENTED       USGS
 MW0475  HISTORY     - 1935     GOOD             NGS
 MW0475
 MW0475                          STATION DESCRIPTION
 MW0475
 MW0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0475'8.5 MI NW FROM GLENBURN.
 MW0475'8.5 MILES NORTHWEST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS ROAD
 MW0475'FROM THE SCHOOL AT GLENBURN, SHASTA COUNTY, 8.7 MILES SOUTHEAST
 MW0475'OF BEAR FLAT, 0.2 MILE SOUTHEAST OF A RANCH HOUSE SOUTHEAST OF THE
 MW0475'ROAD, 94 FEET SOUTH OF FOREST SERVICE TELEPHONE POLE 14/28, 57
 MW0475'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 MW0475'LARGE BOULDER, ABOUT 13 FEET HIGHER THAN THE ROAD, AND ABOUT
 MW0475'4 FEET HIGHER THAN THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 MW0475'STANDARD DISK, STAMPED 60 C 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5854 ***********************************************************************
 EW5854  DESIGNATION -  60 FMK USGS
 EW5854  PID         -  EW5854
 EW5854  STATE/COUNTY-  CA/VENTURA
 EW5854  USGS QUAD   -  VENTURA (1967)
 EW5854
 EW5854                         *CURRENT SURVEY CONTROL
 EW5854  ___________________________________________________________________
 EW5854* NAD 83(1986)-  34 16 57.     (N)    119 18 02.     (W)     SCALED    
 EW5854* NAVD 88     -         8.11   (+/-2cm)      26.6    (feet)  VERTCON   
 EW5854  ___________________________________________________________________
 EW5854  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 EW5854  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5854
 EW5854.The horizontal coordinates were scaled from a topographic map and have
 EW5854.an estimated accuracy of +/- 6 seconds.
 EW5854
 EW5854.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5854.The vertical order pertains to the NGVD 29 superseded value.
 EW5854
 EW5854.The geoid height was determined by GEOID03.
 EW5854
 EW5854;                    North         East    Units  Estimated Accuracy
 EW5854;SPC CA 5     -   587,570.    1,880,260.      MT  (+/- 180 meters Scaled)
 EW5854
 EW5854                          SUPERSEDED SURVEY CONTROL
 EW5854
 EW5854  NGVD 29 (??/??/92)    7.36   (m)           24.1    (f) COMPUTED    1 1
 EW5854
 EW5854.Superseded values are not recommended for survey control.
 EW5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5854.See file dsdata.txt to determine how the superseded data were derived.
 EW5854
 EW5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT882958(NAD 83)
 EW5854_MARKER: DB = BENCH MARK DISK
 EW5854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5854_SP_SET: CURB
 EW5854_STAMPING: 60 FMK 1973
 EW5854
 EW5854  HISTORY     - Date     Condition        Report By
 EW5854  HISTORY     - UNK      MONUMENTED
 EW5854  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW5854  HISTORY     - 19960107 MARK NOT FOUND   USPSQD
 EW5854
 EW5854                          STATION DESCRIPTION
 EW5854
 EW5854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5854'VENTURA.
 EW5854'NOT RECOVERED.
 EW5854
 EW5854                          STATION RECOVERY (1996)
 EW5854
 EW5854'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW5854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0842 ***********************************************************************
 DB0842  DESIGNATION -  60 JD
 DB0842  PID         -  DB0842
 DB0842  STATE/COUNTY-  CA/IMPERIAL
 DB0842  USGS QUAD   -  HOLTVILLE NE (1979)
 DB0842
 DB0842                         *CURRENT SURVEY CONTROL
 DB0842  ___________________________________________________________________
 DB0842* NAD 83(1986)-  32 58 30.     (N)    115 19 27.     (W)     SCALED    
 DB0842* NAVD 88     -        -2.919  (meters)      -9.58   (feet)  ADJUSTED  
 DB0842  ___________________________________________________________________
 DB0842  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB0842  DYNAMIC HT  -          -2.915 (meters)      -9.56  (feet)  COMP
 DB0842  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 DB0842
 DB0842  VERT ORDER  -  SECOND    CLASS I
 DB0842
 DB0842.The horizontal coordinates were scaled from a topographic map and have
 DB0842.an estimated accuracy of +/- 6 seconds.
 DB0842
 DB0842.The orthometric height was determined by differential leveling
 DB0842.and adjusted in March 1994.
 DB0842
 DB0842.The geoid height was determined by GEOID03.
 DB0842
 DB0842.The dynamic height is computed by dividing the NAVD 88
 DB0842.geopotential number by the normal gravity value computed on the
 DB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0842.degrees latitude (g = 980.6199 gals.).
 DB0842
 DB0842.The modeled gravity was interpolated from observed gravity values.
 DB0842
 DB0842;                    North         East    Units  Estimated Accuracy
 DB0842;SPC CA 6     -   590,030.    2,086,540.      MT  (+/- 180 meters Scaled)
 DB0842
 DB0842                          SUPERSEDED SURVEY CONTROL
 DB0842
 DB0842  NGVD 29 (??/??/??)   -3.662  (m)          -12.01   (f) ADJUSTED    2 1
 DB0842
 DB0842.Superseded values are not recommended for survey control.
 DB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0842.See file dsdata.txt to determine how the superseded data were derived.
 DB0842
 DB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS566497(NAD 83)
 DB0842_MARKER: DD = SURVEY DISK
 DB0842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0842_SP_SET: HEADWALL
 DB0842_STAMPING: 60 JD 1955 12
 DB0842_MARK LOGO: USGS  
 DB0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0842+STABILITY: SURFACE MOTION
 DB0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0842+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 DB0842
 DB0842  HISTORY     - Date     Condition        Report By
 DB0842  HISTORY     - 1955     MONUMENTED       CGS
 DB0842  HISTORY     - 1972     GOOD             NGS
 DB0842  HISTORY     - 1975     GOOD             IID
 DB0842  HISTORY     - 1976     GOOD             CA-025
 DB0842  HISTORY     - 1981     GOOD             CA-025
 DB0842  HISTORY     - 1985     GOOD             CA-025
 DB0842  HISTORY     - 19881005 GOOD             CA-025
 DB0842  HISTORY     - 19911018 GOOD             CA-025
 DB0842
 DB0842                          STATION DESCRIPTION
 DB0842
 DB0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0842'11.9 MI E FROM BRAWLEY.
 DB0842'ABOUT 11.9 MILES EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0842'HIGHWAY 78, 39 FEET EAST CENTERLINE OF A PAVED COUNTY (GREEN)
 DB0842'ROAD USING THE SOUTH TANGENT, 54 FEET SOUTH OF CENTERLINE OF STATE
 DB0842'HIGHWAY 78, AND SET ON TOP AND AT SOUTHEAST CORNER OF EAST CONCRETE
 DB0842'HEADWALL OF SIPHON IN ORITA CANAL, UNDER GREEN ROAD.  SECTION 33,
 DB0842'T13S., R 16E.  THIS IS USED AS A CA-025             BENCH MARK
 DB0842'CO. B. -24.
 DB0842
 DB0842                          STATION RECOVERY (1975)
 DB0842
 DB0842'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1975
 DB0842'RECOVERED IN GOOD CONDITION.
 DB0842
 DB0842                          STATION RECOVERY (1976)
 DB0842
 DB0842'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DB0842'RECOVERED IN GOOD CONDITION.
 DB0842
 DB0842                          STATION RECOVERY (1981)
 DB0842
 DB0842'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DB0842'RECOVERED IN GOOD CONDITION.
 DB0842
 DB0842                          STATION RECOVERY (1985)
 DB0842
 DB0842'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1985
 DB0842'RECOVERED IN GOOD CONDITION.
 DB0842
 DB0842                          STATION RECOVERY (1988)
 DB0842
 DB0842'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0842'RECOVERED IN GOOD CONDITION.
 DB0842
 DB0842                          STATION RECOVERY (1991)
 DB0842
 DB0842'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0842'ABOUT 11.9 MI (19.2 KM) EAST OF RAILROAD TRACKS IN BRAWLEY ALONG STATE
 DB0842'HIGHWAY 78, 39 FT (11.9 M) EAST OF CENTERLINE OF A PAVED COUNTY
 DB0842'(GREEN) ROAD USING THE SOUTH TANGENT, 54 FT (16.5 M) SOUTH OF
 DB0842'CENTERLINE OF STATE HIGHWAY 78, AND SET ON TOP AND AT SOUTHEAST
 DB0842'CORNER OF EAST CONCRETE HEADWALL OF SIPHON IN ORITA CANAL, UNDER
 DB0842'GREEN ROAD.  SECTION 33, T13S, R16E.  NOTE--THIS IS USED AS AN
 DB0842'IMPERIAL COUNTY BENCH MARK CO B 24.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1758 ***********************************************************************
 AE1758  DESIGNATION -  60 LLR
 AE1758  PID         -  AE1758
 AE1758  STATE/COUNTY-  CA/LOS ANGELES
 AE1758  USGS QUAD   -  INGLEWOOD (1981)
 AE1758
 AE1758                         *CURRENT SURVEY CONTROL
 AE1758  ___________________________________________________________________
 AE1758* NAD 83(1986)-  33 56 17.     (N)    118 19 10.     (W)     SCALED    
 AE1758* NAVD 88     -        49.185  (meters)     161.37   (feet)  ADJUSTED  
 AE1758  ___________________________________________________________________
 AE1758  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AE1758  DYNAMIC HT  -          49.133 (meters)     161.20  (feet)  COMP
 AE1758  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 AE1758
 AE1758  VERT ORDER  -  FIRST     CLASS II
 AE1758
 AE1758.The horizontal coordinates were scaled from a topographic map and have
 AE1758.an estimated accuracy of +/- 6 seconds.
 AE1758
 AE1758.The orthometric height was determined by differential leveling
 AE1758.and adjusted in October 1997.
 AE1758
 AE1758.The geoid height was determined by GEOID03.
 AE1758
 AE1758.The dynamic height is computed by dividing the NAVD 88
 AE1758.geopotential number by the normal gravity value computed on the
 AE1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1758.degrees latitude (g = 980.6199 gals.).
 AE1758
 AE1758.The modeled gravity was interpolated from observed gravity values.
 AE1758
 AE1758;                    North         East    Units  Estimated Accuracy
 AE1758;SPC CA 5     -   548,640.    1,970,470.      MT  (+/- 180 meters Scaled)
 AE1758
 AE1758                          SUPERSEDED SURVEY CONTROL
 AE1758
 AE1758.No superseded survey control is available for this station.
 AE1758
 AE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780560(NAD 83)
 AE1758_MARKER: DB = BENCH MARK DISK
 AE1758_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1758_SP_SET: CURB
 AE1758_STAMPING: 60 LLR 1967
 AE1758_MARK LOGO: MWDSC 
 AE1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1758+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AE1758
 AE1758  HISTORY     - Date     Condition        Report By
 AE1758  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1758  HISTORY     - 19960105 GOOD             MWDSC
 AE1758
 AE1758                          STATION DESCRIPTION
 AE1758
 AE1758'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1758'LOS ANGELES, CA GO WEST ON 105 FWY AND EXIT AT CRENSHAW BLVD.  TURN
 AE1758'RIGHT AND GO NORTH ON CRENSHAW BLVD TO 108TH ST.  TURN RIGHT AND GO
 AE1758'EAST ON 108TH ST TO INTERSECTION WITH SPINNING AVE.  THE MONUMENT IS
 AE1758'AT THE SOUTHEAST CORNER OF SAID INTERSECTION, 3.0 FT (0.9 M) EAST OF
 AE1758'STREET LIGHT, 29 FT (8.8 M) EAST OF C/L 1ST ST, 28.4 FT (8.7 M) SOUTH
 AE1758'OF C/L 108TH ST.  FOUND A 3.25 INCH STD MWD BCM STAMPED 60 LLR 1967
 AE1758'FLUSH ON TOP OF CURB.  REF MWD FB 4034 02 002.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0987 ***********************************************************************
 JS0987  DESIGNATION -  60 QMC
 JS0987  PID         -  JS0987
 JS0987  STATE/COUNTY-  CA/SACRAMENTO
 JS0987  USGS QUAD   -  RIO LINDA (1992)
 JS0987
 JS0987                         *CURRENT SURVEY CONTROL
 JS0987  ___________________________________________________________________
 JS0987* NAD 83(1986)-  38 38 34.     (N)    121 24 04.     (W)     SCALED    
 JS0987* NAVD 88     -        19.57   (+/-2cm)      64.2    (feet)  VERTCON   
 JS0987  ___________________________________________________________________
 JS0987  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JS0987  VERT ORDER  -  THIRD (See Below)
 JS0987
 JS0987.The horizontal coordinates were scaled from a topographic map and have
 JS0987.an estimated accuracy of +/- 6 seconds.
 JS0987
 JS0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0987.The vertical order pertains to the NGVD 29 superseded value.
 JS0987
 JS0987.The geoid height was determined by GEOID03.
 JS0987
 JS0987;                    North         East    Units  Estimated Accuracy
 JS0987;SPC CA 2     -   608,530.    2,052,140.      MT  (+/- 180 meters Scaled)
 JS0987
 JS0987                          SUPERSEDED SURVEY CONTROL
 JS0987
 JS0987  NGVD 29 (??/??/??)   18.80   (m)           61.7    (f) RESET       3  
 JS0987
 JS0987.Superseded values are not recommended for survey control.
 JS0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0987.See file dsdata.txt to determine how the superseded data were derived.
 JS0987
 JS0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH391783(NAD 83)
 JS0987_MARKER: DD = SURVEY DISK
 JS0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0987_STAMPING: 60 61.50
 JS0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0987+STABILITY: SURFACE MOTION
 JS0987
 JS0987  HISTORY     - Date     Condition        Report By
 JS0987  HISTORY     - UNK      MONUMENTED       DOD
 JS0987  HISTORY     - 1945     GOOD             NGS
 JS0987  HISTORY     - 1969     MARK NOT FOUND   NGS
 JS0987
 JS0987                          STATION DESCRIPTION
 JS0987
 JS0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS0987'5 MI NE FROM SACRAMENTO.
 JS0987'ALONG THE SOUTHERN PACIFIC RAILWAY, 5.0 MILES NORTHEAST OF THE
 JS0987'CONTROL TOWER AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC
 JS0987'RAILWAY LINES AT SACRAMENTO, 0.2 MILE SOUTHWEST OF MILEPOST
 JS0987'97, 6 RAILS SOUTHWEST OF SEMAPHORE SIGNAL TOWER 96.6, 80.3
 JS0987'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK, 52.5
 JS0987'FEET NORTHEAST OF TELEPHONE POLE 285, 22.0 FEET SOUTHEAST OF THE
 JS0987'SOUTHEAST BOUNDARY FENCE LINE OF MC CLELLAN FIELD, SET IN THE
 JS0987'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 JS0987
 JS0987                          STATION RECOVERY (1969)
 JS0987
 JS0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JS0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1578 ***********************************************************************
 JS1578  DESIGNATION -  60 RM 1
 JS1578  PID         -  JS1578
 JS1578  STATE/COUNTY-  CA/SACRAMENTO
 JS1578  USGS QUAD   -  COURTLAND (1993)
 JS1578
 JS1578                         *CURRENT SURVEY CONTROL
 JS1578  ___________________________________________________________________
 JS1578* NAD 83(1986)-  38 18 17.     (N)    121 34 34.     (W)     SCALED    
 JS1578* NAVD 88     -         7.63   (+/-2cm)      25.0    (feet)  VERTCON   
 JS1578  ___________________________________________________________________
 JS1578  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JS1578  VERT ORDER  -  THIRD (See Below)
 JS1578
 JS1578.The horizontal coordinates were scaled from a topographic map and have
 JS1578.an estimated accuracy of +/- 6 seconds.
 JS1578
 JS1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1578.The vertical order pertains to the NGVD 29 superseded value.
 JS1578
 JS1578.The geoid height was determined by GEOID03.
 JS1578
 JS1578;                    North         East    Units  Estimated Accuracy
 JS1578;SPC CA 2     -   570,920.    2,037,080.      MT  (+/- 180 meters Scaled)
 JS1578
 JS1578                          SUPERSEDED SURVEY CONTROL
 JS1578
 JS1578  NGVD 29 (08/19/04)    6.89   (m)           22.6    (f) RESET       3  
 JS1578
 JS1578.Superseded values are not recommended for survey control.
 JS1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1578.See file dsdata.txt to determine how the superseded data were derived.
 JS1578
 JS1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH244405(NAD 83)
 JS1578_MARKER: DR = REFERENCE MARK DISK
 JS1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1578_STAMPING: BM 42 1931 NO 1
 JS1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1578+STABILITY: SURFACE MOTION
 JS1578
 JS1578  HISTORY     - Date     Condition        Report By
 JS1578  HISTORY     - 1931     MONUMENTED       CGS
 JS1578  HISTORY     - 1970     GOOD             NGS
 JS1578
 JS1578                          STATION DESCRIPTION
 JS1578
 JS1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JS1578'6 MI NW FROM WALNUT GROVE.
 JS1578'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 JS1578'AT WALNUT GROVE, CROSSING A BRIDGE OVER THE SACRAMENTO RIVER,
 JS1578'THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 160, AT THE
 JS1578'T-JUNCTION OF A PAVED ROAD LEADING SOUTHWEST ALONG STEAMBOAT
 JS1578'SLOUGH, 83.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JS1578'SOUTHEAST CONCRETE BLOCK ABOVE THE SOUTH CONCRETE ABUTMENT
 JS1578'OF A BASCULE BRIDGE OVER STEAMBOAT SLOUGH, 52.7 FEET SOUTHEAST
 JS1578'OF BENCH MARK 60 (USE), 42.0 FEET SOUTHEAST OF A LARGE, METAL
 JS1578'LIGHT STANDARD, 22.8 FEET NORTHEAST OF THE CENTERLINE OF THE
 JS1578'HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 JS1578'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1579 ***********************************************************************
 JS1579  DESIGNATION -  60 RM 3
 JS1579  PID         -  JS1579
 JS1579  STATE/COUNTY-  CA/SACRAMENTO
 JS1579  USGS QUAD   -  COURTLAND (1993)
 JS1579
 JS1579                         *CURRENT SURVEY CONTROL
 JS1579  ___________________________________________________________________
 JS1579* NAD 83(1986)-  38 18 16.     (N)    121 34 35.     (W)     SCALED    
 JS1579* NAVD 88     -         8.75   (+/-2cm)      28.7    (feet)  VERTCON   
 JS1579  ___________________________________________________________________
 JS1579  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JS1579  VERT ORDER  -  THIRD (See Below)
 JS1579
 JS1579.The horizontal coordinates were scaled from a topographic map and have
 JS1579.an estimated accuracy of +/- 6 seconds.
 JS1579
 JS1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1579.The vertical order pertains to the NGVD 29 superseded value.
 JS1579
 JS1579.The geoid height was determined by GEOID03.
 JS1579
 JS1579;                    North         East    Units  Estimated Accuracy
 JS1579;SPC CA 2     -   570,880.    2,037,050.      MT  (+/- 180 meters Scaled)
 JS1579
 JS1579                          SUPERSEDED SURVEY CONTROL
 JS1579
 JS1579  NGVD 29 (08/19/04)    8.01   (m)           26.3    (f) RESET       3  
 JS1579
 JS1579.Superseded values are not recommended for survey control.
 JS1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1579.See file dsdata.txt to determine how the superseded data were derived.
 JS1579
 JS1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH244405(NAD 83)
 JS1579_MARKER: DB = BENCH MARK DISK
 JS1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1579_SP_SET: CONCRETE BLOCK
 JS1579_STAMPING: BM 60 USE 1931 NO 3 1970
 JS1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1579
 JS1579  HISTORY     - Date     Condition        Report By
 JS1579  HISTORY     - 1970     MONUMENTED       NGS
 JS1579
 JS1579                          STATION DESCRIPTION
 JS1579
 JS1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JS1579'6 MI NW FROM WALNUT GROVE.
 JS1579'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1579'WALNUT GROVE, CROSSING A BRIDGE OVER THE SACRAMENTO RIVER,
 JS1579'THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 160, AT THE
 JS1579'T-JUNCTION OF A PAVED ROAD LEADING SOUTHWEST ALONG STEAMBOAT
 JS1579'SLOUGH, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 JS1579'3-FOOT-SQUARE AND 4-1/2-FOOT-HIGH CONCRETE BLOCK OVER THE SOUTH
 JS1579'CONCRETE ABUTMENT OF A BASCULE BRIDGE OVER STEAMBOAT SLOUGH,
 JS1579'51.7 FEET NORTHWEST OF BENCH MARK 60 (USE), 11.4 FEET WEST OF THE
 JS1579'CENTERLINE OF THE HIGHWAY, 0.8 FOOT EAST OF THE SOUTHWEST CORNER
 JS1579'OF THE CONCRETE BLOCK, AND 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1830 ***********************************************************************
 EW1830  DESIGNATION -  60 RW 3521 LACFCD
 EW1830  PID         -  EW1830
 EW1830  STATE/COUNTY-  CA/LOS ANGELES
 EW1830  USGS QUAD   -  MOUNT WILSON (1994)
 EW1830
 EW1830                         *CURRENT SURVEY CONTROL
 EW1830  ___________________________________________________________________
 EW1830* NAD 83(1986)-  34 09 42.     (N)    118 05 22.     (W)     SCALED    
 EW1830* NAVD 88     -       245.453  (meters)     805.29   (feet)  READJUSTED
 EW1830  ___________________________________________________________________
 EW1830  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EW1830  DYNAMIC HT  -         245.190 (meters)     804.43  (feet)  COMP
 EW1830  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 EW1830
 EW1830  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1830
 EW1830.The horizontal coordinates were scaled from a topographic map and have
 EW1830.an estimated accuracy of +/- 6 seconds.
 EW1830
 EW1830.The orthometric height was determined by differential leveling
 EW1830.and adjusted in February 1993.
 EW1830.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1830.distribution rate of 0.0 thru 1.0 mm/km.
 EW1830.The height was derived from older observations constrained to new
 EW1830.heights in a crustal motion area.  The height is approximate in
 EW1830.relation to other heights in its vicinity.
 EW1830
 EW1830.The geoid height was determined by GEOID03.
 EW1830
 EW1830.The dynamic height is computed by dividing the NAVD 88
 EW1830.geopotential number by the normal gravity value computed on the
 EW1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1830.degrees latitude (g = 980.6199 gals.).
 EW1830
 EW1830.The modeled gravity was interpolated from observed gravity values.
 EW1830
 EW1830;                    North         East    Units  Estimated Accuracy
 EW1830;SPC CA 5     -   573,400.    1,991,750.      MT  (+/- 180 meters Scaled)
 EW1830
 EW1830                          SUPERSEDED SURVEY CONTROL
 EW1830
 EW1830  NGVD 29 (??/??/92)  244.660  (m)          802.69   (f) ADJ UNCH    1 1
 EW1830
 EW1830.Superseded values are not recommended for survey control.
 EW1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1830.See file dsdata.txt to determine how the superseded data were derived.
 EW1830
 EW1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT995806(NAD 83)
 EW1830_MARKER: DD = SURVEY DISK
 EW1830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1830_SP_SET: IN CONCRETE
 EW1830_STAMPING: 60 RW 3521
 EW1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1830
 EW1830  HISTORY     - Date     Condition        Report By
 EW1830  HISTORY     - UNK      MONUMENTED       CA-037
 EW1830  HISTORY     - 1968     GOOD             CA-037
 EW1830  HISTORY     - 1978     GOOD             NGS
 EW1830
 EW1830                          STATION DESCRIPTION
 EW1830
 EW1830'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW1830'0.7 MI SE FROM EATON WASH RESERVOIR.
 EW1830'PASADENA, 0.7 MI SE OF THE EATON WASH RESERVOIR, SIERRA MADRE
 EW1830'BLVD, ON THE N SIDE ABOUT 228 FEET E OF THE CENTER OF EATON
 EW1830'WASH 21.0 FEET E OF AN UN-NUMBERED POWER POLE, 10.0 FEET N OF
 EW1830'THE N CURB AND 1.0 FOOT SOUTH OF A 6 FOOT CHAIN LINK FENCE, SET
 EW1830'IN CONCRETE.
 EW1830
 EW1830                          STATION RECOVERY (1978)
 EW1830
 EW1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0540 ***********************************************************************
 FU0540  DESIGNATION -  60 S RESET 1963
 FU0540  PID         -  FU0540
 FU0540  STATE/COUNTY-  CA/KERN
 FU0540  USGS QUAD   -  SAND CANYON (1965)
 FU0540
 FU0540                         *CURRENT SURVEY CONTROL
 FU0540  ___________________________________________________________________
 FU0540* NAD 83(1986)-  35 44 33.     (N)    118 57 44.     (W)     SCALED    
 FU0540* NAVD 88     -       230.36   (+/-2cm)     755.8    (feet)  VERTCON   
 FU0540  ___________________________________________________________________
 FU0540  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 FU0540  VERT ORDER  -  THIRD (See Below)
 FU0540
 FU0540.The horizontal coordinates were scaled from a topographic map and have
 FU0540.an estimated accuracy of +/- 6 seconds.
 FU0540
 FU0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0540.The vertical order pertains to the NGVD 29 superseded value.
 FU0540
 FU0540.The geoid height was determined by GEOID03.
 FU0540
 FU0540;                    North         East    Units  Estimated Accuracy
 FU0540;SPC CA 5     -   749,180.    1,912,960.      MT  (+/- 180 meters Scaled)
 FU0540
 FU0540                          SUPERSEDED SURVEY CONTROL
 FU0540
 FU0540  NGVD 29 (??/??/??)  229.50   (m)          753.0    (f) RESET       3  
 FU0540
 FU0540.Superseded values are not recommended for survey control.
 FU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0540.See file dsdata.txt to determine how the superseded data were derived.
 FU0540
 FU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV225571(NAD 83)
 FU0540_MARKER: DD = SURVEY DISK
 FU0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0540_STAMPING: 300-1963 RESET 753 PT NO 60S 1925
 FU0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0540+STABILITY: SURFACE MOTION
 FU0540
 FU0540  HISTORY     - Date     Condition        Report By
 FU0540  HISTORY     - 1925     MONUMENTED       USGS
 FU0540  HISTORY     - 1964     GOOD             NGS
 FU0540  HISTORY     - 1972     GOOD             NGS
 FU0540
 FU0540                          STATION DESCRIPTION
 FU0540
 FU0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU0540'9.8 MI W FROM WOODY.
 FU0540'9.8 MILES WEST ALONG GARCES HIGHWAY FROM BLAKE GRAMMAR SCHOOL
 FU0540'AT WOODY, 0.3 MILE NORTHWEST OF A ROAD LEADING TO A FARM
 FU0540'HOUSE, ON THE INSIDE OF A LONG CURVE, 28 1/2 FEET EAST OF THE
 FU0540'CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHWEST OF A FENCE, 1.6
 FU0540'FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER
 FU0540'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FU0540'WITH THE GROUND.
 FU0540
 FU0540                          STATION RECOVERY (1972)
 FU0540
 FU0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FU0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1203 ***********************************************************************
 HT1203  DESIGNATION -  60 USN
 HT1203  PID         -  HT1203
 HT1203  STATE/COUNTY-  CA/SANTA CLARA
 HT1203  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1203
 HT1203                         *CURRENT SURVEY CONTROL
 HT1203  ___________________________________________________________________
 HT1203* NAD 83(1986)-  37 24 34.     (N)    122 03 27.     (W)     SCALED    
 HT1203* NAVD 88     -         8.75   (+/-2cm)      28.7    (feet)  VERTCON   
 HT1203  ___________________________________________________________________
 HT1203  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1203  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1203
 HT1203.The horizontal coordinates were scaled from a topographic map and have
 HT1203.an estimated accuracy of +/- 6 seconds.
 HT1203
 HT1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1203.The vertical order pertains to the NGVD 29 superseded value.
 HT1203
 HT1203.The geoid height was determined by GEOID03.
 HT1203
 HT1203;                    North         East    Units  Estimated Accuracy
 HT1203;SPC CA 3     -   602,080.    1,862,130.      MT  (+/- 180 meters Scaled)
 HT1203
 HT1203                          SUPERSEDED SURVEY CONTROL
 HT1203
 HT1203  NGVD 29 (??/??/92)    7.928  (m)           26.01   (f) ADJ UNCH    1 2
 HT1203
 HT1203.Superseded values are not recommended for survey control.
 HT1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1203.See file dsdata.txt to determine how the superseded data were derived.
 HT1203
 HT1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG834407(NAD 83)
 HT1203_MARKER: Z = SEE DESCRIPTION
 HT1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1203_STAMPING: 60
 HT1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1203+STABILITY: SURFACE MOTION
 HT1203
 HT1203  HISTORY     - Date     Condition        Report By
 HT1203  HISTORY     - UNK      MONUMENTED       DOD
 HT1203  HISTORY     - 1954     GOOD             NGS
 HT1203  HISTORY     - 1967     GOOD             NGS
 HT1203  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HT1203
 HT1203                          STATION DESCRIPTION
 HT1203
 HT1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1203'AT MOFFETT FIELD.
 HT1203'AT MOFFETT FIELD, ALONG WESCOAT ROAD, AT BUILDING 109 (SWIMMING
 HT1203'POOL), 41.5 FEET SOUTH OF THE SOUTH CURB OF THE ROAD, 11.7 FEET
 HT1203'NORTHEAST OF THE EAST CONCRETE BALUSTRADE OF THE MAIN ENTRANCE
 HT1203'TO THE BUILDING, 0.7 FOOT UNDERGROUND, ENCASED BY A 12-INCH
 HT1203'CONCRETE PIPE WITH AN IRON COVER, AND SET IN THE TOP OF A CONCRETE
 HT1203'POST.
 HT1203
 HT1203                          STATION RECOVERY (1967)
 HT1203
 HT1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1203'RECOVERED IN GOOD CONDITION.
 HT1203
 HT1203                          STATION RECOVERY (1989)
 HT1203
 HT1203'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHP)
 HT1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0269 ***********************************************************************
 HT0269  DESIGNATION -  60+00 USE
 HT0269  PID         -  HT0269
 HT0269  STATE/COUNTY-  CA/ALAMEDA
 HT0269  USGS QUAD   -  SAN LEANDRO (1993)
 HT0269
 HT0269                         *CURRENT SURVEY CONTROL
 HT0269  ___________________________________________________________________
 HT0269* NAD 83(1986)-  37 44 07.     (N)    122 12 58.     (W)     SCALED    
 HT0269* NAVD 88     -         1.10   (+/-2cm)       3.6    (feet)  VERTCON   
 HT0269  ___________________________________________________________________
 HT0269  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 HT0269  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0269
 HT0269.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0269
 HT0269.The horizontal coordinates were scaled from a topographic map and have
 HT0269.an estimated accuracy of +/- 6 seconds.
 HT0269
 HT0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0269.The vertical order pertains to the NGVD 29 superseded value.
 HT0269
 HT0269.The geoid height was determined by GEOID03.
 HT0269
 HT0269;                    North         East    Units  Estimated Accuracy
 HT0269;SPC CA 3     -   638,480.    1,848,750.      MT  (+/- 180 meters Scaled)
 HT0269
 HT0269                          SUPERSEDED SURVEY CONTROL
 HT0269
 HT0269  NGVD 29 (??/??/92)    0.28   (m)            0.9    (f) COMPUTED    1 2
 HT0269
 HT0269.Superseded values are not recommended for survey control.
 HT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0269.See file dsdata.txt to determine how the superseded data were derived.
 HT0269
 HT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG690767(NAD 83)
 HT0269_MARKER: P = PIPE CAP
 HT0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0269
 HT0269  HISTORY     - Date     Condition        Report By
 HT0269  HISTORY     - UNK      MONUMENTED       DOD
 HT0269  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0269  HISTORY     - 1963     GOOD             NGS
 HT0269
 HT0269                          STATION DESCRIPTION
 HT0269
 HT0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0269'AT OAKLAND MUN AIRPORT.
 HT0269'1945 DESCRIPTION-- AT OAKLAND MUNICIPAL AIRPORT, 500 FEET
 HT0269'NORTHEAST OF THE CENTER OF THE NEW NORTHWEST-AND-SOUTHEAST
 HT0269'RUNWAY, AT THE NORTHWEST END OF THE FIELD, 500 FEET SOUTHWEST
 HT0269'OF A CONCRETE GASOLINE-SUPPLY HOUSE, 215 FEET SOUTHEAST OF TAXIWAY
 HT0269'B AT THE NORTHWEST END OF THE FIELD, AND 1.5 FEET SOUTHEAST OF
 HT0269'A RED AND WHITE REFERENCE POST.  A 1-3/4-INCH IRON PIPE SET
 HT0269'IN CONCRETE (NO CAP).
 HT0269
 HT0269                          STATION RECOVERY (1963)
 HT0269
 HT0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2497 ***********************************************************************
 HS2497  DESIGNATION -  60.06 USBR
 HS2497  PID         -  HS2497
 HS2497  STATE/COUNTY-  CA/MERCED
 HS2497  USGS QUAD   -  HOWARD RANCH (1971)
 HS2497
 HS2497                         *CURRENT SURVEY CONTROL
 HS2497  ___________________________________________________________________
 HS2497* NAD 83(1986)-  37 13 02.     (N)    121 04 02.     (W)     SCALED    
 HS2497* NAVD 88     -        55.62   (+/-2cm)     182.5    (feet)  VERTCON   
 HS2497  ___________________________________________________________________
 HS2497  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HS2497  VERT ORDER  -  THIRD (See Below)
 HS2497
 HS2497.The horizontal coordinates were scaled from a topographic map and have
 HS2497.an estimated accuracy of +/- 6 seconds.
 HS2497
 HS2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2497.The vertical order pertains to the NGVD 29 superseded value.
 HS2497
 HS2497.The geoid height was determined by GEOID03.
 HS2497
 HS2497;                    North         East    Units  Estimated Accuracy
 HS2497;SPC CA 3     -   579,750.    1,949,660.      MT  (+/- 180 meters Scaled)
 HS2497
 HS2497                          SUPERSEDED SURVEY CONTROL
 HS2497
 HS2497  NGVD 29 (??/??/??)   54.82   (m)          179.9    (f) RESET       3  
 HS2497
 HS2497.Superseded values are not recommended for survey control.
 HS2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2497.See file dsdata.txt to determine how the superseded data were derived.
 HS2497
 HS2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG714207(NAD 83)
 HS2497_MARKER: DD = SURVEY DISK
 HS2497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2497_SP_SET: BRIDGE CURB
 HS2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2497
 HS2497  HISTORY     - Date     Condition        Report By
 HS2497  HISTORY     - UNK      MONUMENTED       BOR
 HS2497  HISTORY     - 1961     GOOD             NGS
 HS2497  HISTORY     - 1964     GOOD             NGS
 HS2497
 HS2497                          STATION DESCRIPTION
 HS2497
 HS2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2497'6.4 MI W FROM GUSTINE.
 HS2497'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2497'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.0 MILES WEST ALONG
 HS2497'SULLIVAN ROAD, THENCE 2.0 MILES SOUTH ALONG ORCHARD ROAD,
 HS2497'AT THE JUNCTION OF TAGLIO ROAD, AT BRIDGE 60.06 OVER THE
 HS2497'DELTA-MENDOTA CANAL, IN THE TOP OF THE EAST END OF THE NORTH
 HS2497'CONCRETE CURB, 235 FEET WEST OF THE CENTER LINE OF ORCHARD ROAD,
 HS2497'12 FEET NORTH OF THE CENTER LINE OF TAGLIO ROAD, 21 FEET WEST
 HS2497'OF THE CENTER LINE OF THE LEVEE ROAD, AND ABOUT 1 FOOT HIGHER THAN
 HS2497'THE ROAD.
 HS2497
 HS2497                          STATION RECOVERY (1964)
 HS2497
 HS2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1874 ***********************************************************************
 DX1874  DESIGNATION -  60.517
 DX1874  PID         -  DX1874
 DX1874  STATE/COUNTY-  CA/ORANGE
 DX1874  USGS QUAD   -  TUSTIN (1981)
 DX1874
 DX1874                         *CURRENT SURVEY CONTROL
 DX1874  ___________________________________________________________________
 DX1874* NAD 83(1986)-  33 42 40.     (N)    117 49 26.     (W)     SCALED    
 DX1874* NAVD 88     -        18.82   (+/-2cm)      61.7    (feet)  VERTCON   
 DX1874  ___________________________________________________________________
 DX1874  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DX1874  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1874
 DX1874.The horizontal coordinates were scaled from a topographic map and have
 DX1874.an estimated accuracy of +/- 6 seconds.
 DX1874
 DX1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1874.The vertical order pertains to the NGVD 29 superseded value.
 DX1874
 DX1874.The geoid height was determined by GEOID03.
 DX1874
 DX1874;                    North         East    Units  Estimated Accuracy
 DX1874;SPC CA 6     -   672,390.    1,854,120.      MT  (+/- 180 meters Scaled)
 DX1874
 DX1874                          SUPERSEDED SURVEY CONTROL
 DX1874
 DX1874  NGVD 29 (??/??/??)   18.120  (m)           59.45   (f) ADJUSTED    1 2
 DX1874
 DX1874.Superseded values are not recommended for survey control.
 DX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1874.See file dsdata.txt to determine how the superseded data were derived.
 DX1874
 DX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT236304(NAD 83)
 DX1874_MARKER: B = BOLT
 DX1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1874_STAMPING: 60.517
 DX1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1874+STABILITY: SURFACE MOTION
 DX1874
 DX1874  HISTORY     - Date     Condition        Report By
 DX1874  HISTORY     - UNK      MONUMENTED       USGS
 DX1874  HISTORY     - 1955     GOOD             NGS
 DX1874
 DX1874                          STATION DESCRIPTION
 DX1874
 DX1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1874'AT SANTA ANA MCAF.
 DX1874'AT SANTA ANA MARINE CORPS AIR FACILITY, ABOUT 88 YARDS NORTHEAST
 DX1874'OF THE NORTH CORNER OF HANGAR 1, AT THE T JUNCTION OF COPELAND
 DX1874'AND CALNAN STREETS, 20.4 FEET NORTHEAST OF THE NORTHEAST
 DX1874'CURB OF COPELAND STREET, 15 FEET NORTHWEST OF THE PROLONGATION
 DX1874'OF THE CENTER LINE OF CALNAN STREET, 1.8 FEET SOUTH OF A WITNESS
 DX1874'POST, ABOUT 1/2 FOOT HIGHER THAN THE STREETS, AND SET IN THE
 DX1874'TOP OF A 1- BY 1-FOOT CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 DX1874'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH3649 ***********************************************************************
 DH3649  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3649  DESIGNATION -  60.64
 DH3649  PID         -  DH3649
 DH3649  STATE/COUNTY-  CA/GLENN
 DH3649  USGS QUAD   -  LOGAN RIDGE (1973)
 DH3649
 DH3649                         *CURRENT SURVEY CONTROL
 DH3649  ___________________________________________________________________
 DH3649* NAD 83(2007)-  39 23 58.70746(N)    122 17 16.91803(W)     ADJUSTED  
 DH3649* NAVD 88     -        65.75   (meters)     215.7    (feet)  GPS OBS   
 DH3649  ___________________________________________________________________
 DH3649  EPOCH DATE  -        2007.00
 DH3649  X           -  -2,636,325.099 (meters)                     COMP
 DH3649  Y           -  -4,172,183.044 (meters)                     COMP
 DH3649  Z           -   4,026,722.660 (meters)                     COMP
 DH3649  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DH3649  ELLIP HEIGHT-          36.224 (meters)          (02/10/07) ADJUSTED
 DH3649  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DH3649
 DH3649  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3649  Type    PID    Designation                      North   East  Ellip
 DH3649  -------------------------------------------------------------------
 DH3649  NETWORK DH3649 60.64                             2.18   2.65   4.65
 DH3649  -------------------------------------------------------------------
 DH3649
 DH3649.The horizontal coordinates were established by GPS observations
 DH3649.and adjusted by the National Geodetic Survey in February 2007.
 DH3649
 DH3649.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3649.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3649.The horizontal coordinates are valid at the epoch date displayed above.
 DH3649.The epoch date for horizontal control is a decimal equivalence
 DH3649.of Year/Month/Day.
 DH3649
 DH3649.The orthometric height was determined by GPS observations and a
 DH3649.high-resolution geoid model.
 DH3649.The orthometric height was determined by GPS observations and a
 DH3649.high-resolution geoid model using precise GPS observation and
 DH3649.processing techniques.
 DH3649
 DH3649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3649
 DH3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3649
 DH3649.The ellipsoidal height was determined by GPS observations
 DH3649.and is referenced to NAD 83.
 DH3649
 DH3649.The geoid height was determined by GEOID03.
 DH3649
 DH3649;                    North         East     Units Scale Factor Converg.
 DH3649;SPC CA 2     -   692,410.599 1,975,191.509   MT  0.99992974   -0 10 53.7
 DH3649;SPC CA 2     - 2,271,683.77  6,480,274.14   sFT  0.99992974   -0 10 53.7
 DH3649;UTM  10      - 4,361,368.455   561,302.489   MT  0.99964627   +0 27 06.9
 DH3649
 DH3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3649!SPC CA 2     -   0.99999432  x   0.99992974  =   0.99992406
 DH3649!UTM  10      -   0.99999432  x   0.99964627  =   0.99964059
 DH3649
 DH3649                          SUPERSEDED SURVEY CONTROL
 DH3649
 DH3649  NAD 83(1998)-  39 23 58.70593(N)    122 17 16.91750(W) AD(2004.30) B
 DH3649  ELLIP H (05/10/05)   36.178  (m)                       GP(       ) 4 1
 DH3649
 DH3649.Superseded values are not recommended for survey control.
 DH3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3649.See file dsdata.txt to determine how the superseded data were derived.
 DH3649
 DH3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6130261368(NAD 83)
 DH3649_MARKER: DD = SURVEY DISK
 DH3649_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH3649_SP_SET: CONCRETE WINGWALL
 DH3649_STAMPING: 60.64
 DH3649_MARK LOGO: BOR   
 DH3649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3649+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 DH3649
 DH3649  HISTORY     - Date     Condition        Report By
 DH3649  HISTORY     - UNK      MONUMENTED       BOR
 DH3649  HISTORY     - 20031010 SEE DESCRIPTION  FRAME
 DH3649
 DH3649                          STATION DESCRIPTION
 DH3649
 DH3649'DESCRIBED BY FRAME SURVEYING AND MAPPING 2003 (JHF)
 DH3649'THE STATION IS LOCATED ABOUT 11.5 MI SOUTHWEST OF WILLOWS AND SET IN
 DH3649'THE WINGWALL OF THE CONCRETE STRUCTURE OVER THE TEHAMA-COLUSA CANAL.
 DH3649' 
 DH3649'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND
 DH3649'ROAD 68, NORMAN ROAD, GO WEST ON ROAD 68 FOR ABOUT 2.8 MI TO A
 DH3649'T-INTERSECTION, ROAD D,  DELEVAN ROAD. TURN LEFT AND GO SOUTH ON ROAD
 DH3649'D FOR ABOUT 0.6 MI TO A SIDE ROAD RIGHT, ROAD 69. TURN RIGHT AND GO
 DH3649'WEST ON ROAD 69 FOR 2.1 MI TO THE TEHAMA-COLUSA IRRIGATION CANAL AND
 DH3649'THE STATION ON THE LEFT IN THE SOUTHEAST CONCRETE WINGWALL.
 DH3649' 
 DH3649'THE STATION IS A US DEPARTMENT OF INTERIOR DISK SET 18 FT SOUTH OF THE
 DH3649'CENTERLINE OF ROAD 68, AND 1.0 FT SOUTH OF A 5 FT HIGH CHAIN LINK
 DH3649'FENCE. THE DISK IS INSIDE THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1557 ***********************************************************************
 HT1557  DESIGNATION -  60.71
 HT1557  PID         -  HT1557
 HT1557  STATE/COUNTY-  CA/SANTA CRUZ
 HT1557  USGS QUAD   -  DAVENPORT (1997)
 HT1557
 HT1557                         *CURRENT SURVEY CONTROL
 HT1557  ___________________________________________________________________
 HT1557* NAD 83(1986)-  37 04 01.     (N)    122 13 45.     (W)     SCALED    
 HT1557* NAVD 88     -        19.298  (meters)      63.31   (feet)  ADJUSTED  
 HT1557  ___________________________________________________________________
 HT1557  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 HT1557  DYNAMIC HT  -          19.284 (meters)      63.27  (feet)  COMP
 HT1557  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 HT1557  OBS GRAVITY -     979,921.2   (mgal)                       GRAV_OBS
 HT1557
 HT1557  VERT ORDER  -  FIRST     CLASS I
 HT1557
 HT1557.The horizontal coordinates were scaled from a topographic map and have
 HT1557.an estimated accuracy of +/- 6 seconds.
 HT1557
 HT1557.The orthometric height was determined by differential leveling
 HT1557.and adjusted in June 1991.
 HT1557
 HT1557.The geoid height was determined by GEOID03.
 HT1557
 HT1557.The dynamic height is computed by dividing the NAVD 88
 HT1557.geopotential number by the normal gravity value computed on the
 HT1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1557.degrees latitude (g = 980.6199 gals.).
 HT1557
 HT1557.The modeled gravity was interpolated from observed gravity values.
 HT1557.The observed gravity was obtained from relative gravimeter ties
 HT1557.to the IGSN71 gravity network.
 HT1557
 HT1557;                    North         East    Units  Estimated Accuracy
 HT1557;SPC CA 3     -   564,340.    1,846,230.      MT  (+/- 180 meters Scaled)
 HT1557
 HT1557                          SUPERSEDED SURVEY CONTROL
 HT1557
 HT1557  NGVD 29 (10/21/93)   18.495  (m)           60.68   (f) ADJUSTED    1 1
 HT1557
 HT1557.Superseded values are not recommended for survey control.
 HT1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1557.See file dsdata.txt to determine how the superseded data were derived.
 HT1557
 HT1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG685025(NAD 83)
 HT1557_MARKER: DD = SURVEY DISK
 HT1557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT1557_SP_SET: WINGWALL
 HT1557_STAMPING: B.M. 60.71
 HT1557_MARK LOGO: CA-087
 HT1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1557+STABILITY: SURFACE MOTION
 HT1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1557+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 HT1557
 HT1557  HISTORY     - Date     Condition        Report By
 HT1557  HISTORY     - UNK      MONUMENTED       CA-087
 HT1557  HISTORY     - 1972     GOOD             NGS
 HT1557  HISTORY     - 1978     GOOD             NGS
 HT1557  HISTORY     - 19900515 GOOD             NGS
 HT1557
 HT1557                          STATION DESCRIPTION
 HT1557
 HT1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1557'4.7 MI SW FROM DAVENPORT.
 HT1557'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 HT1557'AT DAVENPORT, THENCE 3.1 MILES NORTHWEST ALONG A ASPHALT ROAD,
 HT1557'AT THE CROSSING OF BIG CREEK, 15 FEET WEST OF THE CENTER LINE
 HT1557'OF THE ROAD, IN THE TOP AND 0.4 FOOT NORTHEAST OF THE SOUTHWEST
 HT1557'END OF THE SOUTHWEST WING WALL OF BRIDGE 4.0 OVER BIG CREEK, 4.0
 HT1557'FEET SOUTHWEST OF THE WEST END OF THE SOUTH ABUTMENT, AND ABOUT
 HT1557'LEVEL WITH THE ROAD.
 HT1557
 HT1557                          STATION RECOVERY (1978)
 HT1557
 HT1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1557'RECOVERED IN GOOD CONDITION.
 HT1557
 HT1557                          STATION RECOVERY (1990)
 HT1557
 HT1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1557'2.7 KM (1.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT1557'OFFICE IN DAVENPORT, THENCE 5.0 KM (3.1 MI) NORTHWESTERLY ALONG
 HT1557'SWANTON ROAD, IN TOP OF AND 0.12 M (0.39 FT) NORTHEAST OF THE
 HT1557'SOUTHWEST END OF THE SOUTHWEST WINGWALL OF BRIDGE 4.0 SPANNING BIG
 HT1557'CREEK, AND 4.5 M (14.8 FT) WEST OF AND LEVEL WITH THE ROAD
 HT1557'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0119 ***********************************************************************
 HT0119  DESIGNATION -  60.991 EBMUD
 HT0119  PID         -  HT0119
 HT0119  STATE/COUNTY-  CA/CONTRA COSTA
 HT0119  USGS QUAD   -  WALNUT CREEK (1995)
 HT0119
 HT0119                         *CURRENT SURVEY CONTROL
 HT0119  ___________________________________________________________________
 HT0119* NAD 83(1986)-  37 56 26.     (N)    122 03 37.     (W)     SCALED    
 HT0119* NAVD 88     -        19.52   (+/-2cm)      64.0    (feet)  VERTCON   
 HT0119  ___________________________________________________________________
 HT0119  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0119
 HT0119.The horizontal coordinates were scaled from a topographic map and have
 HT0119.an estimated accuracy of +/- 6 seconds.
 HT0119
 HT0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0119.The vertical order pertains to the NGVD 29 superseded value.
 HT0119
 HT0119.The geoid height was determined by GEOID03.
 HT0119
 HT0119;                    North         East    Units  Estimated Accuracy
 HT0119;SPC CA 3     -   661,020.    1,862,860.      MT  (+/- 180 meters Scaled)
 HT0119
 HT0119                          SUPERSEDED SURVEY CONTROL
 HT0119
 HT0119  NGVD 29 (??/??/92)   18.711  (m)           61.39   (f) ADJ UNCH    1 2
 HT0119
 HT0119.Superseded values are not recommended for survey control.
 HT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0119.See file dsdata.txt to determine how the superseded data were derived.
 HT0119
 HT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG825996(NAD 83)
 HT0119_MARKER: DD = SURVEY DISK
 HT0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0119_SP_SET: CURB
 HT0119_STAMPING: 60.991 4344+10.40
 HT0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0119
 HT0119  HISTORY     - Date     Condition        Report By
 HT0119  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0119  HISTORY     - 1958     GOOD             NGS
 HT0119  HISTORY     - 1987     GOOD             USPSQD
 HT0119  HISTORY     - 20051109 MARK NOT FOUND   GEOCAC
 HT0119
 HT0119                          STATION DESCRIPTION
 HT0119
 HT0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0119'2.8 MI N FROM WALNUT CREEK.
 HT0119'2.8 MILES NORTH ALONG NORTH MAIN STREET FROM THE CITY HALL AT
 HT0119'WALNUT CREEK, ABOUT 0.2 MILE SOUTH OF THE T JUNCTION OF BOYD
 HT0119'ROAD AND A VETERANS MEMORIAL MONUMENT, AT THE CROSSING OF THE
 HT0119'EAST BAY MUNICIPAL UTILITY DISTRICT AQUEDUCT, AT MANHOLE STATION
 HT0119'4344, IN THE TOP OF THE CENTER OF THE SOUTHWEST SIDE OF THE
 HT0119'CONCRETE MANHOLE ROOF, 41 FEET WEST OF THE WEST CONCRETE CURB OF
 HT0119'THE STREET, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 HT0119
 HT0119                          STATION RECOVERY (1987)
 HT0119
 HT0119'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0119'RECOVERED IN GOOD CONDITION.
 HT0119
 HT0119                          STATION RECOVERY (2005)
 HT0119
 HT0119'RECOVERY NOTE BY GEOCACHING 2005
 HT0119'N 37  56.483 W 122  03.645 DISK NOT FOUND, MOST PROBABLY DESTROYED.
 HT0119' 
 HT0119'MANHOLE COVERS 4434 WERE LOCATED. SURVEY MARK FOUND. NO DISK FOUND BY
 HT0119'HANSOHN
 HT0119' 
 HT0119'IN THE LATE 90'S THIS AREA UNDERWENT MAJOR ROADWORK AND THE
 HT0119'INSTALLATION OF A NEW OVERPASS ON THE FREEWAY NEARBY. IT IS MY OPINION
 HT0119'THAT THE EBMUD MANHOLE COVERS WERE MOST PROBABLY ALTERED AT THAT TIME
 HT0119'AND THE DISK WAS DESTROYED.
 HT0119' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1414 ***********************************************************************
 DX1414  DESIGNATION -  600 1
 DX1414  PID         -  DX1414
 DX1414  STATE/COUNTY-  CA/RIVERSIDE
 DX1414  USGS QUAD   -  TEMECULA (1975)
 DX1414
 DX1414                         *CURRENT SURVEY CONTROL
 DX1414  ___________________________________________________________________
 DX1414* NAD 83(1986)-  33 25 54.     (N)    117 08 24.     (W)     SCALED    
 DX1414* NAVD 88     -       353.28   (+/-2cm)    1159.1    (feet)  VERTCON   
 DX1414  ___________________________________________________________________
 DX1414  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DX1414  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1414
 DX1414.The horizontal coordinates were scaled from a topographic map and have
 DX1414.an estimated accuracy of +/- 6 seconds.
 DX1414
 DX1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1414.The vertical order pertains to the NGVD 29 superseded value.
 DX1414
 DX1414.The geoid height was determined by GEOID03.
 DX1414
 DX1414;                    North         East    Units  Estimated Accuracy
 DX1414;SPC CA 6     -   640,650.    1,917,240.      MT  (+/- 180 meters Scaled)
 DX1414
 DX1414                          SUPERSEDED SURVEY CONTROL
 DX1414
 DX1414  NGVD 29 (??/??/??)  352.579  (m)         1156.75   (f) ADJUSTED    1 2
 DX1414
 DX1414.Superseded values are not recommended for survey control.
 DX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1414.See file dsdata.txt to determine how the superseded data were derived.
 DX1414
 DX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS869991(NAD 83)
 DX1414_MARKER: DB = BENCH MARK DISK
 DX1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1414_STAMPING: 600-1-68
 DX1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1414+STABILITY: SURFACE MOTION
 DX1414
 DX1414  HISTORY     - Date     Condition        Report By
 DX1414  HISTORY     - 1968     MONUMENTED       CA-065
 DX1414
 DX1414                          STATION DESCRIPTION
 DX1414
 DX1414'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1414'4.3 MI S FROM TEMECULA.
 DX1414'ONE MILE SOUTH ON HIGHWAY 71, FROM POST OFFICE IN TEMECULA, THEN
 DX1414'3.3 MILES SOUTH ON NEW HIGHWAY 395, 500 FEET SOUTHEAST OF
 DX1414'INTERSECTION OF NEW HIGHWAY 395 AND RAINBOW CANYON ROAD, 45
 DX1414'FEET SOUTHWEST OF CENTERLINE OF RAINBOW CANYON ROAD, 4 FEET
 DX1414'SOUTHWEST OF A CHAIN LINK FENCE, 6 FEET NORTHEAST OF SERVICE
 DX1414'POLE AND 9 FEET NORTHWEST OF 12 INCH BLOWOFF PIPE FOR GAS LINE,
 DX1414'300 FEET NORTHWEST OF RIVERSIDE-SAN DIEGO COUNTY LINE MARKER.
 DX1414'SET STANDARD BRASS DISK IN CONCRETE POST SIX INCHES ABOVE
 DX1414'GROUND AND 3 FEET ABOVE ROAD.  SET MARKER POST 2 FEET NORTH
 DX1414'OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1525 ***********************************************************************
 DX1525  DESIGNATION -  600 10
 DX1525  PID         -  DX1525
 DX1525  STATE/COUNTY-  CA/RIVERSIDE
 DX1525  USGS QUAD   -  MURRIETA (1979)
 DX1525
 DX1525                         *CURRENT SURVEY CONTROL
 DX1525  ___________________________________________________________________
 DX1525* NAD 83(1986)-  33 31 45.     (N)    117 10 28.     (W)     SCALED    
 DX1525* NAVD 88     -       317.50   (+/-2cm)    1041.7    (feet)  VERTCON   
 DX1525  ___________________________________________________________________
 DX1525  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DX1525  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1525
 DX1525.The horizontal coordinates were scaled from a topographic map and have
 DX1525.an estimated accuracy of +/- 6 seconds.
 DX1525
 DX1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1525.The vertical order pertains to the NGVD 29 superseded value.
 DX1525
 DX1525.The geoid height was determined by GEOID03.
 DX1525
 DX1525;                    North         East    Units  Estimated Accuracy
 DX1525;SPC CA 6     -   651,490.    1,914,130.      MT  (+/- 180 meters Scaled)
 DX1525
 DX1525                          SUPERSEDED SURVEY CONTROL
 DX1525
 DX1525  NGVD 29 (??/??/??)  316.789  (m)         1039.33   (f) ADJUSTED    1 2
 DX1525
 DX1525.Superseded values are not recommended for survey control.
 DX1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1525.See file dsdata.txt to determine how the superseded data were derived.
 DX1525
 DX1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT838099(NAD 83)
 DX1525_MARKER: DD = SURVEY DISK
 DX1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1525_STAMPING: 600-10-68
 DX1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1525+STABILITY: SURFACE MOTION
 DX1525
 DX1525  HISTORY     - Date     Condition        Report By
 DX1525  HISTORY     - 1968     MONUMENTED       CA-065
 DX1525
 DX1525                          STATION DESCRIPTION
 DX1525
 DX1525'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1525'3.2 MI N FROM TEMECULA.
 DX1525'0.6 MILES NORTH ON HWY. 71 FROM THE POST OFFICE IN TEMECULA,
 DX1525'1.2 MILES NORTH ON HWY. 395, 1.4 MILES NORTH-WEST ON JEFFERSON,
 DX1525'150 FT. SOUTH OF THE INTERSECTION OF JEFFERSON AVE. AND DATE
 DX1525'STREET, 23 FT. WEST OF JEFFERSON, 150 FT. SOUTH OF THE INTERSECTION
 DX1525'OF JEFFERSON AVE. AND DATE STREET, 23 FT. WEST OF JEFFERSON AVE.,
 DX1525'3 FT. EAST OF POWER POLE 2376, 2 FT. WEST OF A 6 FT. CONCRETE
 DX1525'WALL, SET A BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1528 ***********************************************************************
 DX1528  DESIGNATION -  600 11
 DX1528  PID         -  DX1528
 DX1528  STATE/COUNTY-  CA/RIVERSIDE
 DX1528  USGS QUAD   -  MURRIETA (1979)
 DX1528
 DX1528                         *CURRENT SURVEY CONTROL
 DX1528  ___________________________________________________________________
 DX1528* NAD 83(1986)-  33 32 25.     (N)    117 11 11.     (W)     SCALED    
 DX1528* NAVD 88     -       321.03   (+/-2cm)    1053.2    (feet)  VERTCON   
 DX1528  ___________________________________________________________________
 DX1528  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DX1528  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1528
 DX1528.The horizontal coordinates were scaled from a topographic map and have
 DX1528.an estimated accuracy of +/- 6 seconds.
 DX1528
 DX1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1528.The vertical order pertains to the NGVD 29 superseded value.
 DX1528
 DX1528.The geoid height was determined by GEOID03.
 DX1528
 DX1528;                    North         East    Units  Estimated Accuracy
 DX1528;SPC CA 6     -   652,730.    1,913,030.      MT  (+/- 180 meters Scaled)
 DX1528
 DX1528                          SUPERSEDED SURVEY CONTROL
 DX1528
 DX1528  NGVD 29 (??/??/??)  320.315  (m)         1050.90   (f) ADJUSTED    1 2
 DX1528
 DX1528.Superseded values are not recommended for survey control.
 DX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1528.See file dsdata.txt to determine how the superseded data were derived.
 DX1528
 DX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT826112(NAD 83)
 DX1528_MARKER: DD = SURVEY DISK
 DX1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1528_STAMPING: 600-11-68
 DX1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1528+STABILITY: SURFACE MOTION
 DX1528
 DX1528  HISTORY     - Date     Condition        Report By
 DX1528  HISTORY     - 1968     MONUMENTED       CA-065
 DX1528
 DX1528                          STATION DESCRIPTION
 DX1528
 DX1528'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1528'4.2 MI N FROM TEMECULA.
 DX1528'0.6 MILES NORTH ON HWY. 71 FROM THE POST OFFICE IN TEMECULA,
 DX1528'1.2 MILES NORTH ON HWY. 395, 2.4 MILES NORTH ON JEFFERSON AVE.,
 DX1528'290 FT. WEST OF JEFFERSON AVE., 36 FT. NORTHEAST OF POWER POLE
 DX1528'64536, 4 FT. SOUTH OF THE SOUTH-EAST CORNER OF A 7 FT. CHAIN
 DX1528'LINK FENCE OF S.C.E. MURRIETA SUBSTATION 2, 1 FT. WEST OF A
 DX1528'MARKER POST, SET A BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1530 ***********************************************************************
 DX1530  DESIGNATION -  600 12
 DX1530  PID         -  DX1530
 DX1530  STATE/COUNTY-  CA/RIVERSIDE
 DX1530  USGS QUAD   -  MURRIETA (1979)
 DX1530
 DX1530                         *CURRENT SURVEY CONTROL
 DX1530  ___________________________________________________________________
 DX1530* NAD 83(1986)-  33 33 02.     (N)    117 11 54.     (W)     SCALED    
 DX1530* NAVD 88     -       336.19   (+/-2cm)    1103.0    (feet)  VERTCON   
 DX1530  ___________________________________________________________________
 DX1530  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DX1530  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1530
 DX1530.The horizontal coordinates were scaled from a topographic map and have
 DX1530.an estimated accuracy of +/- 6 seconds.
 DX1530
 DX1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1530.The vertical order pertains to the NGVD 29 superseded value.
 DX1530
 DX1530.The geoid height was determined by GEOID03.
 DX1530
 DX1530;                    North         East    Units  Estimated Accuracy
 DX1530;SPC CA 6     -   653,880.    1,911,930.      MT  (+/- 180 meters Scaled)
 DX1530
 DX1530                          SUPERSEDED SURVEY CONTROL
 DX1530
 DX1530  NGVD 29 (??/??/??)  335.477  (m)         1100.64   (f) ADJUSTED    1 2
 DX1530
 DX1530.Superseded values are not recommended for survey control.
 DX1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1530.See file dsdata.txt to determine how the superseded data were derived.
 DX1530
 DX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT815123(NAD 83)
 DX1530_MARKER: DD = SURVEY DISK
 DX1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1530_STAMPING: 600-12-68
 DX1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1530+STABILITY: SURFACE MOTION
 DX1530
 DX1530  HISTORY     - Date     Condition        Report By
 DX1530  HISTORY     - 1968     MONUMENTED       CA-065
 DX1530
 DX1530                          STATION DESCRIPTION
 DX1530
 DX1530'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1530'5.2 MI N FROM TEMECULA.
 DX1530'0.6 MILES NORTH ON HWY. 71 FROM THE POST OFFICE IN TEMECULA, 1.2
 DX1530'MILES NORTH ON HWY. 395, 3.4 MILES NORTH ON JEFFERSON AVE.
 DX1530'100 FT. NORTH OF THE INTERSECTION OF JEFFERSON AVE. AND MURRIETA
 DX1530'RD., 53 FT. WEST OF JEFFERSON AVE. AND 5 FT. ABOVE THE ROAD,
 DX1530'8 FT. EAST OF A BARBED WIRE FENCE, 4 FT. NORTH OF POWER POLE 2305,
 DX1530'1 FT. EAST OF A MARKER POST SET A BRASS DISK IN THE TOP OF A
 DX1530'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1532 ***********************************************************************
 DX1532  DESIGNATION -  600 14
 DX1532  PID         -  DX1532
 DX1532  STATE/COUNTY-  CA/RIVERSIDE
 DX1532  USGS QUAD   -  MURRIETA (1979)
 DX1532
 DX1532                         *CURRENT SURVEY CONTROL
 DX1532  ___________________________________________________________________
 DX1532* NAD 83(1986)-  33 33 47.     (N)    117 11 30.     (W)     SCALED    
 DX1532* NAVD 88     -       352.88   (+/-2cm)    1157.7    (feet)  VERTCON   
 DX1532  ___________________________________________________________________
 DX1532  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DX1532  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1532
 DX1532.The horizontal coordinates were scaled from a topographic map and have
 DX1532.an estimated accuracy of +/- 6 seconds.
 DX1532
 DX1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1532.The vertical order pertains to the NGVD 29 superseded value.
 DX1532
 DX1532.The geoid height was determined by GEOID03.
 DX1532
 DX1532;                    North         East    Units  Estimated Accuracy
 DX1532;SPC CA 6     -   655,260.    1,912,570.      MT  (+/- 180 meters Scaled)
 DX1532
 DX1532                          SUPERSEDED SURVEY CONTROL
 DX1532
 DX1532  NGVD 29 (??/??/??)  352.163  (m)         1155.39   (f) ADJUSTED    1 2
 DX1532
 DX1532.Superseded values are not recommended for survey control.
 DX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1532.See file dsdata.txt to determine how the superseded data were derived.
 DX1532
 DX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT822137(NAD 83)
 DX1532_MARKER: DD = SURVEY DISK
 DX1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1532_STAMPING: 600-14-68
 DX1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1532+STABILITY: SURFACE MOTION
 DX1532
 DX1532  HISTORY     - Date     Condition        Report By
 DX1532  HISTORY     - 1968     MONUMENTED       CA-065
 DX1532
 DX1532                          STATION DESCRIPTION
 DX1532
 DX1532'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1532'1.6 MI E FROM MURRIETA.
 DX1532'0.2 MILES SOUTH ON WASHINGTON AVE. FROM THE POST OFFICE IN
 DX1532'MURRIETA, 1.4 MILES EAST ON LOS ALAMOS RD., 102 FT EAST OF POWER
 DX1532'POLE 24954, 72 FT. EAST OF A DIRT ENTRANCE TO A FARM, 40 FT.
 DX1532'SOUTH OF LOS ALAMOS RD., 1 FT. NORTH OF A MARKER POST AND BETWEEN
 DX1532'TWO OIL STORAGE TANKS, SET A BRASS DISK IN THE TOP OF A CONCRETE
 DX1532'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1533 ***********************************************************************
 DX1533  DESIGNATION -  600 15
 DX1533  PID         -  DX1533
 DX1533  STATE/COUNTY-  CA/RIVERSIDE
 DX1533  USGS QUAD   -  MURRIETA (1979)
 DX1533
 DX1533                         *CURRENT SURVEY CONTROL
 DX1533  ___________________________________________________________________
 DX1533* NAD 83(1986)-  33 34 28.     (N)    117 10 49.     (W)     SCALED    
 DX1533* NAVD 88     -       379.30   (+/-2cm)    1244.4    (feet)  VERTCON   
 DX1533  ___________________________________________________________________
 DX1533  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX1533  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1533
 DX1533.The horizontal coordinates were scaled from a topographic map and have
 DX1533.an estimated accuracy of +/- 6 seconds.
 DX1533
 DX1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1533.The vertical order pertains to the NGVD 29 superseded value.
 DX1533
 DX1533.The geoid height was determined by GEOID03.
 DX1533
 DX1533;                    North         East    Units  Estimated Accuracy
 DX1533;SPC CA 6     -   656,510.    1,913,640.      MT  (+/- 180 meters Scaled)
 DX1533
 DX1533                          SUPERSEDED SURVEY CONTROL
 DX1533
 DX1533  NGVD 29 (??/??/??)  378.581  (m)         1242.06   (f) ADJUSTED    1 2
 DX1533
 DX1533.Superseded values are not recommended for survey control.
 DX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1533.See file dsdata.txt to determine how the superseded data were derived.
 DX1533
 DX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT832149(NAD 83)
 DX1533_MARKER: DD = SURVEY DISK
 DX1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1533_STAMPING: 600-15-68
 DX1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1533+STABILITY: SURFACE MOTION
 DX1533
 DX1533  HISTORY     - Date     Condition        Report By
 DX1533  HISTORY     - 1968     MONUMENTED       CA-065
 DX1533
 DX1533                          STATION DESCRIPTION
 DX1533
 DX1533'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1533'2.7 MI E FROM MURRIETA.
 DX1533'0.2 MILES SOUTH ALONG WASHINGTON AVENUE FROM THE POST OFFICE IN
 DX1533'MURRIETA 2.4 MILES EAST ALONG LOS ALAMOS ROAD, 0.15 MILES NORTH
 DX1533'ALONG HIGHWAY 395, 125 FEET WEST OF 395, 3 FEET NORTHWEST OF AN
 DX1533'ANGLE POINT IN THE WEST RIGHT OF WAY FENCE OF HIGHWAY 395, 8 FEET
 DX1533'HIGHER THEN THE HIGHWAY AND 1 FOOT NORTH OF A MARKER POST SET A
 DX1533'BRASS DISK IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1534 ***********************************************************************
 DX1534  DESIGNATION -  600 16
 DX1534  PID         -  DX1534
 DX1534  STATE/COUNTY-  CA/RIVERSIDE
 DX1534  USGS QUAD   -  MURRIETA (1979)
 DX1534
 DX1534                         *CURRENT SURVEY CONTROL
 DX1534  ___________________________________________________________________
 DX1534* NAD 83(1986)-  33 35 12.     (N)    117 10 49.     (W)     SCALED    
 DX1534* NAVD 88     -       414.27   (+/-2cm)    1359.2    (feet)  VERTCON   
 DX1534  ___________________________________________________________________
 DX1534  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DX1534  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1534
 DX1534.The horizontal coordinates were scaled from a topographic map and have
 DX1534.an estimated accuracy of +/- 6 seconds.
 DX1534
 DX1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1534.The vertical order pertains to the NGVD 29 superseded value.
 DX1534
 DX1534.The geoid height was determined by GEOID03.
 DX1534
 DX1534;                    North         East    Units  Estimated Accuracy
 DX1534;SPC CA 6     -   657,870.    1,913,650.      MT  (+/- 180 meters Scaled)
 DX1534
 DX1534                          SUPERSEDED SURVEY CONTROL
 DX1534
 DX1534  NGVD 29 (??/??/??)  413.542  (m)         1356.76   (f) ADJUSTED    1 2
 DX1534
 DX1534.Superseded values are not recommended for survey control.
 DX1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1534.See file dsdata.txt to determine how the superseded data were derived.
 DX1534
 DX1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT832163(NAD 83)
 DX1534_MARKER: DD = SURVEY DISK
 DX1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1534_STAMPING: 600-16-68
 DX1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1534+STABILITY: SURFACE MOTION
 DX1534
 DX1534  HISTORY     - Date     Condition        Report By
 DX1534  HISTORY     - 1968     MONUMENTED       CA-065
 DX1534
 DX1534                          STATION DESCRIPTION
 DX1534
 DX1534'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1534'3.6 MI NE FROM MURRIETA.
 DX1534'0.2 MILES SOUTH ON WASHINGTON AVE. FROM THE POST OFFICE IN
 DX1534'MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 1.0 MILES NORTH ON
 DX1534'HWY. 395, 124 FT. WEST OF THE SOUTH BOUND LANE OF THE HIGHWAY
 DX1534'AND 2 FT. HIGHER, 2 FT. WEST OF THE WEST RIGHT OF WAY FENCE OF
 DX1534'THE HIGHWAY, 1 FT. SOUTH OF A MARKER POST, SET A BRASS DISK IN THE
 DX1534'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1535 ***********************************************************************
 DX1535  DESIGNATION -  600 17
 DX1535  PID         -  DX1535
 DX1535  STATE/COUNTY-  CA/RIVERSIDE
 DX1535  USGS QUAD   -  MURRIETA (1979)
 DX1535
 DX1535                         *CURRENT SURVEY CONTROL
 DX1535  ___________________________________________________________________
 DX1535* NAD 83(1986)-  33 35 53.     (N)    117 10 30.     (W)     SCALED    
 DX1535* NAVD 88     -       469.70   (+/-2cm)    1541.0    (feet)  VERTCON   
 DX1535  ___________________________________________________________________
 DX1535  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DX1535  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1535
 DX1535.The horizontal coordinates were scaled from a topographic map and have
 DX1535.an estimated accuracy of +/- 6 seconds.
 DX1535
 DX1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1535.The vertical order pertains to the NGVD 29 superseded value.
 DX1535
 DX1535.The geoid height was determined by GEOID03.
 DX1535
 DX1535;                    North         East    Units  Estimated Accuracy
 DX1535;SPC CA 6     -   659,130.    1,914,150.      MT  (+/- 180 meters Scaled)
 DX1535
 DX1535                          SUPERSEDED SURVEY CONTROL
 DX1535
 DX1535  NGVD 29 (??/??/??)  468.971  (m)         1538.62   (f) ADJUSTED    1 2
 DX1535
 DX1535.Superseded values are not recommended for survey control.
 DX1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1535.See file dsdata.txt to determine how the superseded data were derived.
 DX1535
 DX1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT837176(NAD 83)
 DX1535_MARKER: DD = SURVEY DISK
 DX1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1535_STAMPING: 600-17-68
 DX1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1535+STABILITY: SURFACE MOTION
 DX1535
 DX1535  HISTORY     - Date     Condition        Report By
 DX1535  HISTORY     - 1968     MONUMENTED       CA-065
 DX1535
 DX1535                          STATION DESCRIPTION
 DX1535
 DX1535'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1535'4.7 MI N FROM MURRIETA.
 DX1535'0.2 MILES SOUTH ALONG WASHINGTON AVENUE FROM POST OFFICE IN
 DX1535'MURRIETA 2.4 MILES EAST ON LOS ALAMOS ROAD, 2.1 MILES NORTHWEST
 DX1535'ON HIGHWAY 395, TO INTERSECTION OF ANTELOPE ROAD AND HIGHWAY
 DX1535'395, 135 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 395, 12 FEET
 DX1535'SOUTHEAST OF ANTELOPE ROAD, 2 FEET SOUTHEAST CORNER OF A
 DX1535'CALIFORNIA DIVISION OF HIGHWAYS RIGHT OF WAY POST, 6 FEET HIGHER
 DX1535'THEN HIGHWAY 395, 1 FOOT SOUTHEAST OF A MARKER POST SET A BRASS
 DX1535'DISK IN A CONCRETE POST 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1536 ***********************************************************************
 DX1536  DESIGNATION -  600 18
 DX1536  PID         -  DX1536
 DX1536  STATE/COUNTY-  CA/RIVERSIDE
 DX1536  USGS QUAD   -  MURRIETA (1979)
 DX1536
 DX1536                         *CURRENT SURVEY CONTROL
 DX1536  ___________________________________________________________________
 DX1536* NAD 83(1986)-  33 36 43.     (N)    117 10 14.     (W)     SCALED    
 DX1536* NAVD 88     -       488.06   (+/-2cm)    1601.2    (feet)  VERTCON   
 DX1536  ___________________________________________________________________
 DX1536  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DX1536  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1536
 DX1536.The horizontal coordinates were scaled from a topographic map and have
 DX1536.an estimated accuracy of +/- 6 seconds.
 DX1536
 DX1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1536.The vertical order pertains to the NGVD 29 superseded value.
 DX1536
 DX1536.The geoid height was determined by GEOID03.
 DX1536
 DX1536;                    North         East    Units  Estimated Accuracy
 DX1536;SPC CA 6     -   660,660.    1,914,570.      MT  (+/- 180 meters Scaled)
 DX1536
 DX1536                          SUPERSEDED SURVEY CONTROL
 DX1536
 DX1536  NGVD 29 (??/??/??)  487.325  (m)         1598.83   (f) ADJUSTED    1 2
 DX1536
 DX1536.Superseded values are not recommended for survey control.
 DX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1536.See file dsdata.txt to determine how the superseded data were derived.
 DX1536
 DX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT841191(NAD 83)
 DX1536_MARKER: DD = SURVEY DISK
 DX1536_SETTING: 80 = SET IN A BOULDER
 DX1536_SP_SET: BOULDER
 DX1536_STAMPING: 600-18-68
 DX1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1536+STABILITY: SURFACE MOTION
 DX1536
 DX1536  HISTORY     - Date     Condition        Report By
 DX1536  HISTORY     - 1968     MONUMENTED       CA-065
 DX1536
 DX1536                          STATION DESCRIPTION
 DX1536
 DX1536'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1536'5.8 MI N FROM MURRIETA.
 DX1536'0.2 MILES SOUTH ON WASHINGTON AVENUE FROM THE POST OFFICE IN
 DX1536'MURRIETA, 2.4 MILES EAST ON LOS ALAMOS ROAD, 3.1 MILES NORTH ON
 DX1536'HIGHWAY 395, 170 FEET EAST OF THE NORTH BOUND LANE OF THE HIGHWAY
 DX1536'TO A POINT ON THE TOP OF A SMALL KNOLL, 2 FEET SOUTH OF A MARKER
 DX1536'POST, SET A BRASS DISK ON THE TOP OF A 3 X 4 X 4 FEET BOULDER
 DX1536'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1693 ***********************************************************************
 DX1693  DESIGNATION -  600 19
 DX1693  PID         -  DX1693
 DX1693  STATE/COUNTY-  CA/RIVERSIDE
 DX1693  USGS QUAD   -  ROMOLAND (1979)
 DX1693
 DX1693                         *CURRENT SURVEY CONTROL
 DX1693  ___________________________________________________________________
 DX1693* NAD 83(1986)-  33 37 39.     (N)    117 10 13.     (W)     SCALED    
 DX1693* NAVD 88     -       476.97   (+/-2cm)    1564.9    (feet)  VERTCON   
 DX1693  ___________________________________________________________________
 DX1693  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DX1693  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1693
 DX1693.The horizontal coordinates were scaled from a topographic map and have
 DX1693.an estimated accuracy of +/- 6 seconds.
 DX1693
 DX1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1693.The vertical order pertains to the NGVD 29 superseded value.
 DX1693
 DX1693.The geoid height was determined by GEOID03.
 DX1693
 DX1693;                    North         East    Units  Estimated Accuracy
 DX1693;SPC CA 6     -   662,390.    1,914,620.      MT  (+/- 180 meters Scaled)
 DX1693
 DX1693                          SUPERSEDED SURVEY CONTROL
 DX1693
 DX1693  NGVD 29 (??/??/??)  476.224  (m)         1562.41   (f) ADJUSTED    1 2
 DX1693
 DX1693.Superseded values are not recommended for survey control.
 DX1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1693.See file dsdata.txt to determine how the superseded data were derived.
 DX1693
 DX1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT842208(NAD 83)
 DX1693_MARKER: DD = SURVEY DISK
 DX1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1693_STAMPING: 600-19-68
 DX1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1693+STABILITY: SURFACE MOTION
 DX1693
 DX1693  HISTORY     - Date     Condition        Report By
 DX1693  HISTORY     - 1968     MONUMENTED       CA-065
 DX1693
 DX1693                          STATION DESCRIPTION
 DX1693
 DX1693'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1693'6.5 MI N FROM MURRIETA.
 DX1693'0.2 MILES SOUTH ON WASHINGTON AVE. FROM THE POST OFFICE IN
 DX1693'MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 3.9 MILES NORTH ON
 DX1693'HWY. 395, 700 FT. NORTH OF THE INTERSECTION OF HWY. 395 AND KELLER
 DX1693'AVE., 36 FT. EAST OF HWY. 395 AND 3 FT. LOWER THAN THE HIGHWAY,
 DX1693'5 FT. SOUTH OF POWER POLE 153630W, 2 FT. NORTH OF A MARKER POST,
 DX1693'SET A BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1415 ***********************************************************************
 DX1415  DESIGNATION -  600 2
 DX1415  PID         -  DX1415
 DX1415  STATE/COUNTY-  CA/RIVERSIDE
 DX1415  USGS QUAD   -  TEMECULA (1975)
 DX1415
 DX1415                         *CURRENT SURVEY CONTROL
 DX1415  ___________________________________________________________________
 DX1415* NAD 83(1986)-  33 26 43.     (N)    117 07 58.     (W)     SCALED    
 DX1415* NAVD 88     -       366.865  (meters)    1203.62   (feet)  ADJUSTED  
 DX1415  ___________________________________________________________________
 DX1415  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DX1415  DYNAMIC HT  -         366.454 (meters)    1202.27  (feet)  COMP
 DX1415  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 DX1415
 DX1415  VERT ORDER  -  FIRST     CLASS II
 DX1415
 DX1415.The horizontal coordinates were scaled from a topographic map and have
 DX1415.an estimated accuracy of +/- 6 seconds.
 DX1415
 DX1415.The orthometric height was determined by differential leveling
 DX1415.and adjusted in January 1993.
 DX1415
 DX1415.The geoid height was determined by GEOID03.
 DX1415
 DX1415.The dynamic height is computed by dividing the NAVD 88
 DX1415.geopotential number by the normal gravity value computed on the
 DX1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1415.degrees latitude (g = 980.6199 gals.).
 DX1415
 DX1415.The modeled gravity was interpolated from observed gravity values.
 DX1415
 DX1415;                    North         East    Units  Estimated Accuracy
 DX1415;SPC CA 6     -   642,150.    1,917,920.      MT  (+/- 180 meters Scaled)
 DX1415
 DX1415                          SUPERSEDED SURVEY CONTROL
 DX1415
 DX1415  NGVD 29 (??/??/??)  366.159  (m)         1201.31   (f) ADJUSTED    1 2
 DX1415
 DX1415.Superseded values are not recommended for survey control.
 DX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1415.See file dsdata.txt to determine how the superseded data were derived.
 DX1415
 DX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT876006(NAD 83)
 DX1415_MARKER: DD = SURVEY DISK
 DX1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1415_SP_SET: CONCRETE POST
 DX1415_STAMPING: RIV CO BM 600-2-68
 DX1415_MARK LOGO: CA-065
 DX1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1415+STABILITY: SURFACE MOTION
 DX1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1415+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 DX1415
 DX1415  HISTORY     - Date     Condition        Report By
 DX1415  HISTORY     - 1968     MONUMENTED       CA-065
 DX1415  HISTORY     - 19920827 GOOD             MWDSC
 DX1415
 DX1415                          STATION DESCRIPTION
 DX1415
 DX1415'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1415'4.3 MI SE FROM TEMECULA.
 DX1415'2 MILES SOUTHEAST ON HIGHWAY 71, FROM POST OFFICE IN TEMECULA,
 DX1415'2.3 MILES SOUTH ON OLD HIGHWAY 395, 30 FEET SOUTHEAST OF OLD
 DX1415'HIGHWAY 395, 12 FEET SOUTHEAST OF BARBED WIRE FENCE, 25 FEET
 DX1415'NORTHEAST OF TELEPHONE POLE NO. 33, 3 FEET WEST OF THE BASE OF A
 DX1415'LARGE ROCK MOUND.  SET STANDARD BRASS DISK IN CONCRETE POST
 DX1415'6 INCHES ABOVE GROUND AND 1 FEET ABOVE ROAD.  SET MARKER POST
 DX1415'2 FEET SOUTH OF MONUMENT.
 DX1415
 DX1415                          STATION RECOVERY (1992)
 DX1415
 DX1415'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX1415'TEMECULA, 2 MILES (3.2 KM) SOUTHEAST ON HWY 79 FROM MAIN ST. IN
 DX1415'TEMECULA, 2.3 MILES (3.7 KM) SOUTH ON RAINBOW CANYON RD., 28.7 FEET
 DX1415'(8.7 M) NORTHEAST OF TELEPHONE POLE NUMBER GT 43959 3 FEET (0.9 M)
 DX1415'WEST OF ROCK OUTCROP.  A 2-1/2 INCH BRASS DISK AND CONCRETE CYLINDER
 DX1415'DOWN 0.3 FOOT.  SET FIBERGLASS WITNESS POST 1 FOOT (0.3 M) EAST OF
 DX1415'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1695 ***********************************************************************
 DX1695  DESIGNATION -  600 20
 DX1695  PID         -  DX1695
 DX1695  STATE/COUNTY-  CA/RIVERSIDE
 DX1695  USGS QUAD   -  ROMOLAND (1979)
 DX1695
 DX1695                         *CURRENT SURVEY CONTROL
 DX1695  ___________________________________________________________________
 DX1695* NAD 83(1986)-  33 38 28.     (N)    117 10 23.     (W)     SCALED    
 DX1695* NAVD 88     -       463.30   (+/-2cm)    1520.0    (feet)  VERTCON   
 DX1695  ___________________________________________________________________
 DX1695  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DX1695  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1695
 DX1695.The horizontal coordinates were scaled from a topographic map and have
 DX1695.an estimated accuracy of +/- 6 seconds.
 DX1695
 DX1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1695.The vertical order pertains to the NGVD 29 superseded value.
 DX1695
 DX1695.The geoid height was determined by GEOID03.
 DX1695
 DX1695;                    North         East    Units  Estimated Accuracy
 DX1695;SPC CA 6     -   663,900.    1,914,370.      MT  (+/- 180 meters Scaled)
 DX1695
 DX1695                          SUPERSEDED SURVEY CONTROL
 DX1695
 DX1695  NGVD 29 (??/??/??)  462.549  (m)         1517.55   (f) ADJUSTED    1 2
 DX1695
 DX1695.Superseded values are not recommended for survey control.
 DX1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1695.See file dsdata.txt to determine how the superseded data were derived.
 DX1695
 DX1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT839223(NAD 83)
 DX1695_MARKER: DD = SURVEY DISK
 DX1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1695_STAMPING: 600-20-68
 DX1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1695+STABILITY: SURFACE MOTION
 DX1695
 DX1695  HISTORY     - Date     Condition        Report By
 DX1695  HISTORY     - 1968     MONUMENTED       CA-065
 DX1695
 DX1695                          STATION DESCRIPTION
 DX1695
 DX1695'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1695'7.5 MI N FROM MURRIETA.
 DX1695'0.2 MILES SOUTH ON WASHINGTON AVE. FROM THE POST OFFICE IN
 DX1695'MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON
 DX1695'HWY. 395, 0.1 MILE WEST ON SCOTT RD., 78 FT. SOUTH-EAST OF POWER
 DX1695'POLE 312098-S, 60 FT. SOUTH OF SCOTT RD., 4 FT. NORTH-WEST OF THE
 DX1695'NORTH-EAST CORNER OF A PUMP HOUSE, 2 FT. WEST OF A MARKER POST.
 DX1695'SET A BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1699 ***********************************************************************
 DX1699  DESIGNATION -  600 22
 DX1699  PID         -  DX1699
 DX1699  STATE/COUNTY-  CA/RIVERSIDE
 DX1699  USGS QUAD   -  ROMOLAND (1979)
 DX1699
 DX1699                         *CURRENT SURVEY CONTROL
 DX1699  ___________________________________________________________________
 DX1699* NAD 83(1986)-  33 38 55.     (N)    117 11 41.     (W)     SCALED    
 DX1699* NAVD 88     -       469.71   (+/-2cm)    1541.0    (feet)  VERTCON   
 DX1699  ___________________________________________________________________
 DX1699  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DX1699  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1699
 DX1699.The horizontal coordinates were scaled from a topographic map and have
 DX1699.an estimated accuracy of +/- 6 seconds.
 DX1699
 DX1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1699.The vertical order pertains to the NGVD 29 superseded value.
 DX1699
 DX1699.The geoid height was determined by GEOID03.
 DX1699
 DX1699;                    North         East    Units  Estimated Accuracy
 DX1699;SPC CA 6     -   664,750.    1,912,370.      MT  (+/- 180 meters Scaled)
 DX1699
 DX1699                          SUPERSEDED SURVEY CONTROL
 DX1699
 DX1699  NGVD 29 (??/??/??)  468.947  (m)         1538.54   (f) ADJUSTED    1 2
 DX1699
 DX1699.Superseded values are not recommended for survey control.
 DX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1699.See file dsdata.txt to determine how the superseded data were derived.
 DX1699
 DX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT819232(NAD 83)
 DX1699_MARKER: DD = SURVEY DISK
 DX1699_SETTING: 80 = SET IN A BOULDER
 DX1699_SP_SET: BOULDER
 DX1699_STAMPING: 600-22-68
 DX1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1699+STABILITY: SURFACE MOTION
 DX1699
 DX1699  HISTORY     - Date     Condition        Report By
 DX1699  HISTORY     - 1968     MONUMENTED       CA-065
 DX1699
 DX1699                          STATION DESCRIPTION
 DX1699
 DX1699'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1699'5.3 MI S FROM SUN CITY.
 DX1699'4.1 MILES SOUTH ON MURRIETA RD., FROM THE CATHOLIC CHURCH AT
 DX1699'SUN CITY, 0.5 MILE EAST ON GARBONI RD., 0.5 MILE SOUTH ON WICKARD
 DX1699'RD. 0.2 MILE EAST ON WICKARD RD., 330 FT. EAST OF COX RD., 108 FT
 DX1699'NORTH OF POWER POLE NO NUMBER, 90 FT. SOUTH OF POWER POLE
 DX1699'1623617E, 90 WEST OF A 36 INCH EUCALYPTUS TREE, IN THE TOP OF A
 DX1699'3 X 5 X 10 FT. BOULDER IN A MOUND OF ROCK 3 X 10 X 20 FT. SET A
 DX1699'BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1701 ***********************************************************************
 DX1701  DESIGNATION -  600 23
 DX1701  PID         -  DX1701
 DX1701  STATE/COUNTY-  CA/RIVERSIDE
 DX1701  USGS QUAD   -  ROMOLAND (1979)
 DX1701
 DX1701                         *CURRENT SURVEY CONTROL
 DX1701  ___________________________________________________________________
 DX1701* NAD 83(1986)-  33 39 20.     (N)    117 12 00.     (W)     SCALED    
 DX1701* NAVD 88     -       464.06   (+/-2cm)    1522.5    (feet)  VERTCON   
 DX1701  ___________________________________________________________________
 DX1701  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DX1701  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1701
 DX1701.The horizontal coordinates were scaled from a topographic map and have
 DX1701.an estimated accuracy of +/- 6 seconds.
 DX1701
 DX1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1701.The vertical order pertains to the NGVD 29 superseded value.
 DX1701
 DX1701.The geoid height was determined by GEOID03.
 DX1701
 DX1701;                    North         East    Units  Estimated Accuracy
 DX1701;SPC CA 6     -   665,530.    1,911,890.      MT  (+/- 180 meters Scaled)
 DX1701
 DX1701                          SUPERSEDED SURVEY CONTROL
 DX1701
 DX1701  NGVD 29 (??/??/??)  463.297  (m)         1520.00   (f) ADJUSTED    1 2
 DX1701
 DX1701.Superseded values are not recommended for survey control.
 DX1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1701.See file dsdata.txt to determine how the superseded data were derived.
 DX1701
 DX1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT814239(NAD 83)
 DX1701_MARKER: DD = SURVEY DISK
 DX1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1701_STAMPING: 600-23-68
 DX1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1701+STABILITY: SURFACE MOTION
 DX1701
 DX1701  HISTORY     - Date     Condition        Report By
 DX1701  HISTORY     - 1968     MONUMENTED       CA-065
 DX1701
 DX1701                          STATION DESCRIPTION
 DX1701
 DX1701'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1701'4.4 MI S FROM SUN CITY.
 DX1701'4.1 MILES SOUTH OF MURRIETA RD., FROM THE CATHOLIC CHURCH AT
 DX1701'SUN CITY, 0.35 MILE EAST ON GARBONI RD., 241 FT SOUTH OF GARBONI
 DX1701'RD., AT THE ENTRANCE TO MENIFEE SCHOOL, 1 FT WEST OF A ROCK AND
 DX1701'CONCRETE SCHOOL BELL MONUMENT, SET A BRASS DISK IN THE TOP OF A
 DX1701'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1702 ***********************************************************************
 DX1702  DESIGNATION -  600 24
 DX1702  PID         -  DX1702
 DX1702  STATE/COUNTY-  CA/RIVERSIDE
 DX1702  USGS QUAD   -  ROMOLAND (1979)
 DX1702
 DX1702                         *CURRENT SURVEY CONTROL
 DX1702  ___________________________________________________________________
 DX1702* NAD 83(1986)-  33 40 01.     (N)    117 12 21.     (W)     SCALED    
 DX1702* NAVD 88     -       454.53   (+/-2cm)    1491.2    (feet)  VERTCON   
 DX1702  ___________________________________________________________________
 DX1702  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1702  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1702
 DX1702.The horizontal coordinates were scaled from a topographic map and have
 DX1702.an estimated accuracy of +/- 6 seconds.
 DX1702
 DX1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1702.The vertical order pertains to the NGVD 29 superseded value.
 DX1702
 DX1702.The geoid height was determined by GEOID03.
 DX1702
 DX1702;                    North         East    Units  Estimated Accuracy
 DX1702;SPC CA 6     -   666,790.    1,911,360.      MT  (+/- 180 meters Scaled)
 DX1702
 DX1702                          SUPERSEDED SURVEY CONTROL
 DX1702
 DX1702  NGVD 29 (??/??/??)  453.772  (m)         1488.75   (f) ADJUSTED    1 2
 DX1702
 DX1702.Superseded values are not recommended for survey control.
 DX1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1702.See file dsdata.txt to determine how the superseded data were derived.
 DX1702
 DX1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809252(NAD 83)
 DX1702_MARKER: DD = SURVEY DISK
 DX1702_SETTING: 80 = SET IN A BOULDER
 DX1702_SP_SET: BOULDER
 DX1702_STAMPING: 600-24-68
 DX1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1702+STABILITY: SURFACE MOTION
 DX1702
 DX1702  HISTORY     - Date     Condition        Report By
 DX1702  HISTORY     - 1968     MONUMENTED       CA-065
 DX1702
 DX1702                          STATION DESCRIPTION
 DX1702
 DX1702'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1702'3.4 MI S FROM SUN CITY.
 DX1702'3.4 MILES SOUTH ON MURRIETA RD., FROM THE CATHOLIC CHURCH AT
 DX1702'SUN CITY, 500 FT. EAST OF MURRIETA RD., IN THE TOP OF A 5 X 21 X 26
 DX1702'FT. ROCK IN A 26 X 65 FT. ROCK MOUND SET A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1703 ***********************************************************************
 DX1703  DESIGNATION -  600 25
 DX1703  PID         -  DX1703
 DX1703  STATE/COUNTY-  CA/RIVERSIDE
 DX1703  USGS QUAD   -  ROMOLAND (1979)
 DX1703
 DX1703                         *CURRENT SURVEY CONTROL
 DX1703  ___________________________________________________________________
 DX1703* NAD 83(1986)-  33 40 37.     (N)    117 12 21.     (W)     SCALED    
 DX1703* NAVD 88     -       456.71   (+/-2cm)    1498.4    (feet)  VERTCON   
 DX1703  ___________________________________________________________________
 DX1703  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1703  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1703
 DX1703.The horizontal coordinates were scaled from a topographic map and have
 DX1703.an estimated accuracy of +/- 6 seconds.
 DX1703
 DX1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1703.The vertical order pertains to the NGVD 29 superseded value.
 DX1703
 DX1703.The geoid height was determined by GEOID03.
 DX1703
 DX1703;                    North         East    Units  Estimated Accuracy
 DX1703;SPC CA 6     -   667,900.    1,911,370.      MT  (+/- 180 meters Scaled)
 DX1703
 DX1703                          SUPERSEDED SURVEY CONTROL
 DX1703
 DX1703  NGVD 29 (??/??/??)  455.947  (m)         1495.89   (f) ADJUSTED    1 2
 DX1703
 DX1703.Superseded values are not recommended for survey control.
 DX1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1703.See file dsdata.txt to determine how the superseded data were derived.
 DX1703
 DX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809263(NAD 83)
 DX1703_MARKER: DD = SURVEY DISK
 DX1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1703_STAMPING: 600-25-68
 DX1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1703+STABILITY: SURFACE MOTION
 DX1703
 DX1703  HISTORY     - Date     Condition        Report By
 DX1703  HISTORY     - 1968     MONUMENTED       CA-065
 DX1703
 DX1703                          STATION DESCRIPTION
 DX1703
 DX1703'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1703'2.7 MI S FROM SUN CITY.
 DX1703'2.7 MILES SOUTH ON MURRIETA RD., FROM THE CATHOLIC CHURCH AT
 DX1703'SUN CITY, 54 FT. NORTH-EAST OF POWER POLE 16193, 29 FT. EAST OF
 DX1703'MURRIETA RD. AND 2 FT. ABOVE THE ROAD, 2 FT. SOUTH-WEST OF THE
 DX1703'NORTH-WEST CORNER OF A 4 FT. CHAIN LINK FENCE, 2 FT. NORTH OF A
 DX1703'WATER METER, 2 FT. SOUTH OF A MARKER POST, SET A BRASS DISK IN A
 DX1703'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1707 ***********************************************************************
 DX1707  DESIGNATION -  600 26
 DX1707  PID         -  DX1707
 DX1707  STATE/COUNTY-  CA/RIVERSIDE
 DX1707  USGS QUAD   -  ROMOLAND (1979)
 DX1707
 DX1707                         *CURRENT SURVEY CONTROL
 DX1707  ___________________________________________________________________
 DX1707* NAD 83(1986)-  33 41 04.     (N)    117 12 20.     (W)     SCALED    
 DX1707* NAVD 88     -       439.57   (+/-2cm)    1442.2    (feet)  VERTCON   
 DX1707  ___________________________________________________________________
 DX1707  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1707  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1707
 DX1707.The horizontal coordinates were scaled from a topographic map and have
 DX1707.an estimated accuracy of +/- 6 seconds.
 DX1707
 DX1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1707.The vertical order pertains to the NGVD 29 superseded value.
 DX1707
 DX1707.The geoid height was determined by GEOID03.
 DX1707
 DX1707;                    North         East    Units  Estimated Accuracy
 DX1707;SPC CA 6     -   668,730.    1,911,400.      MT  (+/- 180 meters Scaled)
 DX1707
 DX1707                          SUPERSEDED SURVEY CONTROL
 DX1707
 DX1707  NGVD 29 (??/??/??)  438.811  (m)         1439.67   (f) ADJUSTED    1 2
 DX1707
 DX1707.Superseded values are not recommended for survey control.
 DX1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1707.See file dsdata.txt to determine how the superseded data were derived.
 DX1707
 DX1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809271(NAD 83)
 DX1707_MARKER: DD = SURVEY DISK
 DX1707_SETTING: 66 = SET IN ROCK OUTCROP
 DX1707_SP_SET: ROCK IN A MOUND
 DX1707_STAMPING: 600-26-68
 DX1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1707+STABILITY: POSITION/ELEVATION WELL
 DX1707
 DX1707  HISTORY     - Date     Condition        Report By
 DX1707  HISTORY     - 1968     MONUMENTED       CA-065
 DX1707
 DX1707                          STATION DESCRIPTION
 DX1707
 DX1707'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1707'2.2 MI S FROM SUN CITY.
 DX1707'2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC CHURCH IN
 DX1707'SUN CITY 0.15 MILES FROM INTERSECTION OF MURRIETA ROAD AND
 DX1707'NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST
 DX1707'OF THE MOST EASTERLY OF TWO 36 IN EUCALYPTUS TREES TOP OF A
 DX1707'3 FT BY 5 FT BY 6 FT ROCK IN A MOUND OF ROCK 4 FT BY 15 FT BY
 DX1707'30 FT SET A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1711 ***********************************************************************
 DX1711  DESIGNATION -  600 27
 DX1711  PID         -  DX1711
 DX1711  STATE/COUNTY-  CA/RIVERSIDE
 DX1711  USGS QUAD   -  ROMOLAND (1979)
 DX1711
 DX1711                         *CURRENT SURVEY CONTROL
 DX1711  ___________________________________________________________________
 DX1711* NAD 83(1986)-  33 42 01.     (N)    117 12 19.     (W)     SCALED    
 DX1711* NAVD 88     -       431.33   (+/-2cm)    1415.1    (feet)  VERTCON   
 DX1711  ___________________________________________________________________
 DX1711  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1711  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1711
 DX1711.The horizontal coordinates were scaled from a topographic map and have
 DX1711.an estimated accuracy of +/- 6 seconds.
 DX1711
 DX1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1711.The vertical order pertains to the NGVD 29 superseded value.
 DX1711
 DX1711.The geoid height was determined by GEOID03.
 DX1711
 DX1711;                    North         East    Units  Estimated Accuracy
 DX1711;SPC CA 6     -   670,490.    1,911,440.      MT  (+/- 180 meters Scaled)
 DX1711
 DX1711                          SUPERSEDED SURVEY CONTROL
 DX1711
 DX1711  NGVD 29 (??/??/??)  430.572  (m)         1412.63   (f) ADJUSTED    1 2
 DX1711
 DX1711.Superseded values are not recommended for survey control.
 DX1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1711.See file dsdata.txt to determine how the superseded data were derived.
 DX1711
 DX1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809289(NAD 83)
 DX1711_MARKER: DD = SURVEY DISK
 DX1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1711_STAMPING: 600-27-68
 DX1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1711+STABILITY: SURFACE MOTION
 DX1711
 DX1711  HISTORY     - Date     Condition        Report By
 DX1711  HISTORY     - 1968     MONUMENTED       CA-065
 DX1711
 DX1711                          STATION DESCRIPTION
 DX1711
 DX1711'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1711'1.1 MI S FROM SUN CITY.
 DX1711'1.1 MILES SOUTH ON MURRIETA ROAD FROM THE CATHOLIC CHURCH IN
 DX1711'SUN CITY, 186 FEET NORTH OF INTERSECTION OF MURRIETA ROAD AND
 DX1711'RIDGEMOOR ROAD, 96 FEET NORTH EAST OF A POWER POLE 312387-S, 43
 DX1711'FEET EAST OF MURRIETA ROAD LEVEL WITH THE ROAD, 2 FEET SOUTH
 DX1711'WEST OF THE SOUTH END OF 6 IN BY 36 FT HEADWALL, 2 FEET WEST OF
 DX1711'A 5 FOOT CHAIN LINK FENCE, 2 FEET NORTH OF A MARKER POST, SET A
 DX1711'BRASS DISK IN THE TOP OF A POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1712 ***********************************************************************
 DX1712  DESIGNATION -  600 28
 DX1712  PID         -  DX1712
 DX1712  STATE/COUNTY-  CA/RIVERSIDE
 DX1712  USGS QUAD   -  ROMOLAND (1979)
 DX1712
 DX1712                         *CURRENT SURVEY CONTROL
 DX1712  ___________________________________________________________________
 DX1712* NAD 83(1986)-  33 42 34.     (N)    117 12 20.     (W)     SCALED    
 DX1712* NAVD 88     -       434.73   (+/-2cm)    1426.3    (feet)  VERTCON   
 DX1712  ___________________________________________________________________
 DX1712  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1712  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1712
 DX1712.The horizontal coordinates were scaled from a topographic map and have
 DX1712.an estimated accuracy of +/- 6 seconds.
 DX1712
 DX1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1712.The vertical order pertains to the NGVD 29 superseded value.
 DX1712
 DX1712.The geoid height was determined by GEOID03.
 DX1712
 DX1712;                    North         East    Units  Estimated Accuracy
 DX1712;SPC CA 6     -   671,510.    1,911,430.      MT  (+/- 180 meters Scaled)
 DX1712
 DX1712                          SUPERSEDED SURVEY CONTROL
 DX1712
 DX1712  NGVD 29 (??/??/??)  433.977  (m)         1423.81   (f) ADJUSTED    1 2
 DX1712
 DX1712.Superseded values are not recommended for survey control.
 DX1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1712.See file dsdata.txt to determine how the superseded data were derived.
 DX1712
 DX1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809299(NAD 83)
 DX1712_MARKER: DD = SURVEY DISK
 DX1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1712_STAMPING: 600-28-68
 DX1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1712+STABILITY: SURFACE MOTION
 DX1712
 DX1712  HISTORY     - Date     Condition        Report By
 DX1712  HISTORY     - 1968     MONUMENTED       CA-065
 DX1712
 DX1712                          STATION DESCRIPTION
 DX1712
 DX1712'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1712'0.5 MI S FROM SUN CITY.
 DX1712'0.5 MILES SOUTH ON MURRIETA ROAD FROM CATHOLIC CHURCH IN SUN CITY,
 DX1712'135 FEET NORTH OF INTERSECTION OF MURRIETA ROAD AND WORCESTER
 DX1712'ROAD, 81 FEET EAST OF POWER POLE 312374-S, 45 FEET EAST OF
 DX1712'MURRIETA ROAD, 3 FEET NORTH WEST OF THE SOUTHEND OF A 5 FOOT
 DX1712'CHAIN LINK FENCE, 2 FEET NORTH OF A MARKER POST, SET A BRASS
 DX1712'DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1713 ***********************************************************************
 DX1713  DESIGNATION -  600 29
 DX1713  PID         -  DX1713
 DX1713  STATE/COUNTY-  CA/RIVERSIDE
 DX1713  USGS QUAD   -  ROMOLAND (1979)
 DX1713
 DX1713                         *CURRENT SURVEY CONTROL
 DX1713  ___________________________________________________________________
 DX1713* NAD 83(1986)-  33 43 00.     (N)    117 12 21.     (W)     SCALED    
 DX1713* NAVD 88     -       436.40   (+/-2cm)    1431.8    (feet)  VERTCON   
 DX1713  ___________________________________________________________________
 DX1713  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1713  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1713
 DX1713.The horizontal coordinates were scaled from a topographic map and have
 DX1713.an estimated accuracy of +/- 6 seconds.
 DX1713
 DX1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1713.The vertical order pertains to the NGVD 29 superseded value.
 DX1713
 DX1713.The geoid height was determined by GEOID03.
 DX1713
 DX1713;                    North         East    Units  Estimated Accuracy
 DX1713;SPC CA 6     -   672,310.    1,911,410.      MT  (+/- 180 meters Scaled)
 DX1713
 DX1713                          SUPERSEDED SURVEY CONTROL
 DX1713
 DX1713  NGVD 29 (??/??/??)  435.642  (m)         1429.27   (f) ADJUSTED    1 2
 DX1713
 DX1713.Superseded values are not recommended for survey control.
 DX1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1713.See file dsdata.txt to determine how the superseded data were derived.
 DX1713
 DX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809307(NAD 83)
 DX1713_MARKER: DD = SURVEY DISK
 DX1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1713_STAMPING: 600-29-68
 DX1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1713+STABILITY: SURFACE MOTION
 DX1713
 DX1713  HISTORY     - Date     Condition        Report By
 DX1713  HISTORY     - 1968     MONUMENTED       CA-065
 DX1713
 DX1713                          STATION DESCRIPTION
 DX1713
 DX1713'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1713'AT SUN CITY.
 DX1713'AT CATHOLIC CHURCH IN SUN CITY, 0.4 NORTH OF INTERSECTION OF
 DX1713'MURRIETA ROAD AND CHERRY HILLS ROAD, 204 FT NORTH OF INTERSECTION
 DX1713'OF MURRIETA ROAD AND LANCASTER DRIVE, 57 FT NORTHEAST OF THE
 DX1713'NORTHEAST CORNER OF THE RECTORY, 45 FT EAST OF MURRIETA ROAD,
 DX1713'7 FT SOUTHEAST OF THE NORTHEAST CORNER OF 6 FT BLOCK WALL, 2 FT
 DX1713'SOUTH WEST OF A POWER POLE 1623732-E, SET A BRASS DISK IN THE TOP
 DX1713'OF A CONCRETE POST LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1714 ***********************************************************************
 DX1714  DESIGNATION -  600 30
 DX1714  PID         -  DX1714
 DX1714  STATE/COUNTY-  CA/RIVERSIDE
 DX1714  USGS QUAD   -  ROMOLAND (1979)
 DX1714
 DX1714                         *CURRENT SURVEY CONTROL
 DX1714  ___________________________________________________________________
 DX1714* NAD 83(1986)-  33 43 45.     (N)    117 12 21.     (W)     SCALED    
 DX1714* NAVD 88     -       440.28   (+/-2cm)    1444.5    (feet)  VERTCON   
 DX1714  ___________________________________________________________________
 DX1714  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1714  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1714
 DX1714.The horizontal coordinates were scaled from a topographic map and have
 DX1714.an estimated accuracy of +/- 6 seconds.
 DX1714
 DX1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1714.The vertical order pertains to the NGVD 29 superseded value.
 DX1714
 DX1714.The geoid height was determined by GEOID03.
 DX1714
 DX1714;                    North         East    Units  Estimated Accuracy
 DX1714;SPC CA 6     -   673,690.    1,911,420.      MT  (+/- 180 meters Scaled)
 DX1714
 DX1714                          SUPERSEDED SURVEY CONTROL
 DX1714
 DX1714  NGVD 29 (??/??/??)  439.528  (m)         1442.02   (f) ADJUSTED    1 2
 DX1714
 DX1714.Superseded values are not recommended for survey control.
 DX1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1714.See file dsdata.txt to determine how the superseded data were derived.
 DX1714
 DX1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809321(NAD 83)
 DX1714_MARKER: DD = SURVEY DISK
 DX1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1714_STAMPING: 600-30-68
 DX1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1714+STABILITY: SURFACE MOTION
 DX1714
 DX1714  HISTORY     - Date     Condition        Report By
 DX1714  HISTORY     - 1968     MONUMENTED       CA-065
 DX1714
 DX1714                          STATION DESCRIPTION
 DX1714
 DX1714'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1714'0.9 MI N FROM SUN CITY.
 DX1714'0.9 MILES NORTH ALONG MURRIETA ROAD FROM CATHOLIC CHURCH IN SUN
 DX1714'CITY, 175 FT OF INTERSECTION OF MURRIETA ROAD AND ROUSE ROAD,
 DX1714'25 FT NORTH OF ROUSE ROAD AS EXISTING, 5 FT WEST OF POWER POLE
 DX1714'X9651-E, 2 FT EAST OF MARKER POST, SET A BRASS DISK IN THE TOP
 DX1714'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1717 ***********************************************************************
 DX1717  DESIGNATION -  600 31
 DX1717  PID         -  DX1717
 DX1717  STATE/COUNTY-  CA/RIVERSIDE
 DX1717  USGS QUAD   -  ROMOLAND (1979)
 DX1717
 DX1717                         *CURRENT SURVEY CONTROL
 DX1717  ___________________________________________________________________
 DX1717* NAD 83(1986)-  33 44 42.     (N)    117 12 23.     (W)     SCALED    
 DX1717* NAVD 88     -       431.86   (+/-2cm)    1416.9    (feet)  VERTCON   
 DX1717  ___________________________________________________________________
 DX1717  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX1717  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1717
 DX1717.The horizontal coordinates were scaled from a topographic map and have
 DX1717.an estimated accuracy of +/- 6 seconds.
 DX1717
 DX1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1717.The vertical order pertains to the NGVD 29 superseded value.
 DX1717
 DX1717.The geoid height was determined by GEOID03.
 DX1717
 DX1717;                    North         East    Units  Estimated Accuracy
 DX1717;SPC CA 6     -   675,450.    1,911,380.      MT  (+/- 180 meters Scaled)
 DX1717
 DX1717                          SUPERSEDED SURVEY CONTROL
 DX1717
 DX1717  NGVD 29 (??/??/??)  431.100  (m)         1414.37   (f) ADJUSTED    1 2
 DX1717
 DX1717.Superseded values are not recommended for survey control.
 DX1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1717.See file dsdata.txt to determine how the superseded data were derived.
 DX1717
 DX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT808339(NAD 83)
 DX1717_MARKER: DD = SURVEY DISK
 DX1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1717_STAMPING: 600-31-68
 DX1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1717+STABILITY: SURFACE MOTION
 DX1717
 DX1717  HISTORY     - Date     Condition        Report By
 DX1717  HISTORY     - 1968     MONUMENTED       CA-065
 DX1717
 DX1717                          STATION DESCRIPTION
 DX1717
 DX1717'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1717'2 MI N FROM SUN CITY.
 DX1717'2 MILES NORTH ON MURRIETA ROAD FROM CATHOLIC CHURCH IN SUN CITY,
 DX1717'700 FT NORTH OF INTERSECTION OF MURRIETA ROAD AND ETHANAC ROAD,
 DX1717'40 FT WEST OF MURRIETA ROAD AND LEVEL WITH THE ROAD, 3 FT
 DX1717'NORTHEAST OF THE SOUTH EAST CORNER OF 8 FT CHAIN LINK FENCE OF
 DX1717'E.M.W.D MURRIETA PUMPING STATION, 2 FT NORTH OF A MARKER POST,
 DX1717'SET BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2084 ***********************************************************************
 DX2084  DESIGNATION -  600 32
 DX2084  PID         -  DX2084
 DX2084  STATE/COUNTY-  CA/RIVERSIDE
 DX2084  USGS QUAD   -  PERRIS (1993)
 DX2084
 DX2084                         *CURRENT SURVEY CONTROL
 DX2084  ___________________________________________________________________
 DX2084* NAD 83(1986)-  33 45 37.     (N)    117 12 21.     (W)     SCALED    
 DX2084* NAVD 88     -       431.68   (+/-2cm)    1416.3    (feet)  VERTCON   
 DX2084  ___________________________________________________________________
 DX2084  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DX2084  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2084
 DX2084.The horizontal coordinates were scaled from a topographic map and have
 DX2084.an estimated accuracy of +/- 6 seconds.
 DX2084
 DX2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2084.The vertical order pertains to the NGVD 29 superseded value.
 DX2084
 DX2084.The geoid height was determined by GEOID03.
 DX2084
 DX2084;                    North         East    Units  Estimated Accuracy
 DX2084;SPC CA 6     -   677,150.    1,911,450.      MT  (+/- 180 meters Scaled)
 DX2084
 DX2084                          SUPERSEDED SURVEY CONTROL
 DX2084
 DX2084  NGVD 29 (??/??/??)  430.925  (m)         1413.79   (f) ADJUSTED    1 2
 DX2084
 DX2084.Superseded values are not recommended for survey control.
 DX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2084.See file dsdata.txt to determine how the superseded data were derived.
 DX2084
 DX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT809355(NAD 83)
 DX2084_MARKER: DD = SURVEY DISK
 DX2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2084_STAMPING: 600-32-68
 DX2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2084+STABILITY: SURFACE MOTION
 DX2084
 DX2084  HISTORY     - Date     Condition        Report By
 DX2084  HISTORY     - 1968     MONUMENTED       CA-065
 DX2084
 DX2084                          STATION DESCRIPTION
 DX2084
 DX2084'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2084'3 MI N FROM SUN CITY.
 DX2084'3.0 MILES NORTH ON MURRIETA ROAD FROM THE CATHOLIC CHURCH IN
 DX2084'SUN CITY, 0.3 MILES SOUTH OF INTERSECTION OF MURRIETA ROAD AND
 DX2084'CASE ROAD, 35 FT WEST OF MURRIETA ROAD, 5 FT NORTH OF POWER POLE
 DX2084'74697, 2 FT SOUTH OF A MARKER POST, SET A BRASS DISK IN THE TOP
 DX2084'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2086 ***********************************************************************
 DX2086  DESIGNATION -  600 33
 DX2086  PID         -  DX2086
 DX2086  STATE/COUNTY-  CA/RIVERSIDE
 DX2086  USGS QUAD   -  PERRIS (1993)
 DX2086
 DX2086                         *CURRENT SURVEY CONTROL
 DX2086  ___________________________________________________________________
 DX2086* NAD 83(1986)-  33 46 08.     (N)    117 12 50.     (W)     SCALED    
 DX2086* NAVD 88     -       431.26   (+/-2cm)    1414.9    (feet)  VERTCON   
 DX2086  ___________________________________________________________________
 DX2086  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DX2086  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2086
 DX2086.The horizontal coordinates were scaled from a topographic map and have
 DX2086.an estimated accuracy of +/- 6 seconds.
 DX2086
 DX2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2086.The vertical order pertains to the NGVD 29 superseded value.
 DX2086
 DX2086.The geoid height was determined by GEOID03.
 DX2086
 DX2086;                    North         East    Units  Estimated Accuracy
 DX2086;SPC CA 6     -   678,110.    1,910,710.      MT  (+/- 180 meters Scaled)
 DX2086
 DX2086                          SUPERSEDED SURVEY CONTROL
 DX2086
 DX2086  NGVD 29 (??/??/??)  430.503  (m)         1412.41   (f) ADJUSTED    1 2
 DX2086
 DX2086.Superseded values are not recommended for survey control.
 DX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2086.See file dsdata.txt to determine how the superseded data were derived.
 DX2086
 DX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT801365(NAD 83)
 DX2086_MARKER: DD = SURVEY DISK
 DX2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2086_STAMPING: 600-33-68
 DX2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2086+STABILITY: SURFACE MOTION
 DX2086
 DX2086  HISTORY     - Date     Condition        Report By
 DX2086  HISTORY     - 1968     MONUMENTED       CA-065
 DX2086
 DX2086                          STATION DESCRIPTION
 DX2086
 DX2086'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2086'1.3 MI SE FROM PERRIS.
 DX2086'1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2086'RAILWAY FROM THE STATION AT PERRIS, 125 FT NORTH OF CASE ROAD,
 DX2086'56 FT NORTH OF THE MOST NORTHERLY RAIL OF THE TRACK, 5 FT WEST
 DX2086'OF POWER POLE 74680, 2 FT LOWER THAN THE RAILWAY, 2 FT EAST
 DX2086'OF A MARKER POST, SET A BRASS DISK IN THE TOP OF A CONCRETE
 DX2086'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2087 ***********************************************************************
 DX2087  DESIGNATION -  600 34
 DX2087  PID         -  DX2087
 DX2087  STATE/COUNTY-  CA/RIVERSIDE
 DX2087  USGS QUAD   -  PERRIS (1993)
 DX2087
 DX2087                         *CURRENT SURVEY CONTROL
 DX2087  ___________________________________________________________________
 DX2087* NAD 83(1986)-  33 46 34.     (N)    117 13 32.     (W)     SCALED    
 DX2087* NAVD 88     -       438.44   (+/-2cm)    1438.4    (feet)  VERTCON   
 DX2087  ___________________________________________________________________
 DX2087  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX2087  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2087
 DX2087.The horizontal coordinates were scaled from a topographic map and have
 DX2087.an estimated accuracy of +/- 6 seconds.
 DX2087
 DX2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2087.The vertical order pertains to the NGVD 29 superseded value.
 DX2087
 DX2087.The geoid height was determined by GEOID03.
 DX2087
 DX2087;                    North         East    Units  Estimated Accuracy
 DX2087;SPC CA 6     -   678,920.    1,909,640.      MT  (+/- 180 meters Scaled)
 DX2087
 DX2087                          SUPERSEDED SURVEY CONTROL
 DX2087
 DX2087  NGVD 29 (??/??/??)  437.674  (m)         1435.94   (f) ADJUSTED    1 2
 DX2087
 DX2087.Superseded values are not recommended for survey control.
 DX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2087.See file dsdata.txt to determine how the superseded data were derived.
 DX2087
 DX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT791373(NAD 83)
 DX2087_MARKER: DD = SURVEY DISK
 DX2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2087_STAMPING: 600-34-68
 DX2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2087+STABILITY: SURFACE MOTION
 DX2087
 DX2087  HISTORY     - Date     Condition        Report By
 DX2087  HISTORY     - 1968     MONUMENTED       CA-065
 DX2087
 DX2087                          STATION DESCRIPTION
 DX2087
 DX2087'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2087'0.6 MI SE FROM PERRIS.
 DX2087'0.6 MILES SOUTHEAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2087'FROM THE STATION AT PERRIS, 150 FT NORTH WEST OF THE
 DX2087'INTERSECTION OF PERRIS BLVD AND TENTH STREET, 36 FT SOUTH WEST
 DX2087'OF MOST SOUTHERLY RAIL, 25 FT NORTHEAST OF TENTH ST. AND LEVEL
 DX2087'WITH THE ROAD, 3 FT WEST OF POWER POLE-NO NUMBER, 2 FT EAST
 DX2087'OF MARKER POST, SET A BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2089 ***********************************************************************
 DX2089  DESIGNATION -  600 35
 DX2089  PID         -  DX2089
 DX2089  STATE/COUNTY-  CA/RIVERSIDE
 DX2089  USGS QUAD   -  PERRIS (1993)
 DX2089
 DX2089                         *CURRENT SURVEY CONTROL
 DX2089  ___________________________________________________________________
 DX2089* NAD 83(1986)-  33 47 03.     (N)    117 13 46.     (W)     SCALED    
 DX2089* NAVD 88     -       443.15   (+/-2cm)    1453.9    (feet)  VERTCON   
 DX2089  ___________________________________________________________________
 DX2089  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX2089  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2089
 DX2089.The horizontal coordinates were scaled from a topographic map and have
 DX2089.an estimated accuracy of +/- 6 seconds.
 DX2089
 DX2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2089.The vertical order pertains to the NGVD 29 superseded value.
 DX2089
 DX2089.The geoid height was determined by GEOID03.
 DX2089
 DX2089;                    North         East    Units  Estimated Accuracy
 DX2089;SPC CA 6     -   679,820.    1,909,290.      MT  (+/- 180 meters Scaled)
 DX2089
 DX2089                          SUPERSEDED SURVEY CONTROL
 DX2089
 DX2089  NGVD 29 (??/??/??)  442.388  (m)         1451.40   (f) ADJUSTED    1 2
 DX2089
 DX2089.Superseded values are not recommended for survey control.
 DX2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2089.See file dsdata.txt to determine how the superseded data were derived.
 DX2089
 DX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT787382(NAD 83)
 DX2089_MARKER: DD = SURVEY DISK
 DX2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2089_STAMPING: 600-35-68
 DX2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2089+STABILITY: SURFACE MOTION
 DX2089
 DX2089  HISTORY     - Date     Condition        Report By
 DX2089  HISTORY     - 1968     MONUMENTED       CA-065
 DX2089
 DX2089                          STATION DESCRIPTION
 DX2089
 DX2089'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2089'AT PERRIS.
 DX2089'409 FT. SOUTH OF SECOND ST., 230 FT. NORTH OF THE NORTH END OF
 DX2089'THE ATCHSION, TOPEKA AND SANTA FE RAIWAY STATION AT PERRIS, 42
 DX2089'FT. WEST OF THE MAIN LINE OF THE TRACK AND ONE FOOT LOWER THAN
 DX2089'THE TRACK, 5 FT. NORTHEAST OF THE NORTHEAST CORNER OF A 6 FT
 DX2089'CHAIN LINK FENCE, 5 FT. SOUTH OF POWER POLE 73988, 1 FT. NORTH
 DX2089'OF A MARKER POST, SET A BRASS DISK IN THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2091 ***********************************************************************
 DX2091  DESIGNATION -  600 37
 DX2091  PID         -  DX2091
 DX2091  STATE/COUNTY-  CA/RIVERSIDE
 DX2091  USGS QUAD   -  PERRIS (1993)
 DX2091
 DX2091                         *CURRENT SURVEY CONTROL
 DX2091  ___________________________________________________________________
 DX2091* NAD 83(1986)-  33 48 50.     (N)    117 14 20.     (W)     SCALED    
 DX2091* NAVD 88     -       450.56   (+/-2cm)    1478.2    (feet)  VERTCON   
 DX2091  ___________________________________________________________________
 DX2091  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DX2091  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2091
 DX2091.The horizontal coordinates were scaled from a topographic map and have
 DX2091.an estimated accuracy of +/- 6 seconds.
 DX2091
 DX2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2091.The vertical order pertains to the NGVD 29 superseded value.
 DX2091
 DX2091.The geoid height was determined by GEOID03.
 DX2091
 DX2091;                    North         East    Units  Estimated Accuracy
 DX2091;SPC CA 6     -   683,120.    1,908,450.      MT  (+/- 180 meters Scaled)
 DX2091
 DX2091                          SUPERSEDED SURVEY CONTROL
 DX2091
 DX2091  NGVD 29 (??/??/??)  449.791  (m)         1475.69   (f) ADJUSTED    1 2
 DX2091
 DX2091.Superseded values are not recommended for survey control.
 DX2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2091.See file dsdata.txt to determine how the superseded data were derived.
 DX2091
 DX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT778415(NAD 83)
 DX2091_MARKER: DD = SURVEY DISK
 DX2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2091_STAMPING: 600-37-68
 DX2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2091+STABILITY: SURFACE MOTION
 DX2091
 DX2091  HISTORY     - Date     Condition        Report By
 DX2091  HISTORY     - 1968     MONUMENTED       CA-065
 DX2091
 DX2091                          STATION DESCRIPTION
 DX2091
 DX2091'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2091'2.1 MI NW FROM PERRIS.
 DX2091'2.1 MILES NORTHWEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2091'FROM RAILROAD STATION AT PERRIS, 0.2 MILES SOUTHEAST OF ORANGE
 DX2091'AVENUE, 28 FT. NORTHWEST OF SOUTH BOUND LANE OF HWY 395, 53 FT.
 DX2091'NORTHEAST OF A.T. AND S.F. RAILROAD TRACKS, ON THE TOP OF THE
 DX2091'SOUTH END OF A 10 IN X 16 FT CONCRETE C.S.H.D. HEADWALL, SET A
 DX2091'BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2092 ***********************************************************************
 DX2092  DESIGNATION -  600 38
 DX2092  PID         -  DX2092
 DX2092  STATE/COUNTY-  CA/RIVERSIDE
 DX2092  USGS QUAD   -  PERRIS (1993)
 DX2092
 DX2092                         *CURRENT SURVEY CONTROL
 DX2092  ___________________________________________________________________
 DX2092* NAD 83(1986)-  33 49 40.     (N)    117 14 42.     (W)     SCALED    
 DX2092* NAVD 88     -       456.65   (+/-2cm)    1498.2    (feet)  VERTCON   
 DX2092  ___________________________________________________________________
 DX2092  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DX2092  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2092
 DX2092.The horizontal coordinates were scaled from a topographic map and have
 DX2092.an estimated accuracy of +/- 6 seconds.
 DX2092
 DX2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2092.The vertical order pertains to the NGVD 29 superseded value.
 DX2092
 DX2092.The geoid height was determined by GEOID03.
 DX2092
 DX2092;                    North         East    Units  Estimated Accuracy
 DX2092;SPC CA 6     -   684,670.    1,907,890.      MT  (+/- 180 meters Scaled)
 DX2092
 DX2092                          SUPERSEDED SURVEY CONTROL
 DX2092
 DX2092  NGVD 29 (??/??/??)  455.880  (m)         1495.67   (f) ADJUSTED    1 2
 DX2092
 DX2092.Superseded values are not recommended for survey control.
 DX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2092.See file dsdata.txt to determine how the superseded data were derived.
 DX2092
 DX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT773430(NAD 83)
 DX2092_MARKER: DD = SURVEY DISK
 DX2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2092_STAMPING: 600-38-68
 DX2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2092+STABILITY: SURFACE MOTION
 DX2092
 DX2092  HISTORY     - Date     Condition        Report By
 DX2092  HISTORY     - 1968     MONUMENTED       CA-065
 DX2092
 DX2092                          STATION DESCRIPTION
 DX2092
 DX2092'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2092'3.2 MI NE FROM PERRIS.
 DX2092'3.2 MILES NORTHEAST ON ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2092'FROM THE RAILWAY STATION IN PERRIS, 0.2 MILES SOUTHEAST OF RIDER
 DX2092'ST., 81 FT. SOUTH WEST OF SOUTHEND OF A 6 IN BY 9 FT HEADWALL,
 DX2092'57 FT. NORTHWEST OF THE SOUTH BOUND LANES OF HWY 395, 23 FT.
 DX2092'SOUTHEAST OF MOST EASTERLY RAIL OF A.T. AND S.F. RAILROAD, 4 FT.
 DX2092'NORTH OF A TELEGRAPH POLE, 2 FT. SOUTH OF A MARKER POST, SET A
 DX2092'BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1417 ***********************************************************************
 DX1417  DESIGNATION -  600 4
 DX1417  PID         -  DX1417
 DX1417  STATE/COUNTY-  CA/RIVERSIDE
 DX1417  USGS QUAD   -  TEMECULA (1975)
 DX1417
 DX1417                         *CURRENT SURVEY CONTROL
 DX1417  ___________________________________________________________________
 DX1417* NAD 83(1986)-  33 27 51.     (N)    117 07 46.     (W)     SCALED    
 DX1417* NAVD 88     -       323.52   (+/-2cm)    1061.4    (feet)  VERTCON   
 DX1417  ___________________________________________________________________
 DX1417  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DX1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1417
 DX1417.The horizontal coordinates were scaled from a topographic map and have
 DX1417.an estimated accuracy of +/- 6 seconds.
 DX1417
 DX1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1417.The vertical order pertains to the NGVD 29 superseded value.
 DX1417
 DX1417.The geoid height was determined by GEOID03.
 DX1417
 DX1417;                    North         East    Units  Estimated Accuracy
 DX1417;SPC CA 6     -   644,240.    1,918,250.      MT  (+/- 180 meters Scaled)
 DX1417
 DX1417                          SUPERSEDED SURVEY CONTROL
 DX1417
 DX1417  NGVD 29 (??/??/??)  322.809  (m)         1059.08   (f) ADJUSTED    1 2
 DX1417
 DX1417.Superseded values are not recommended for survey control.
 DX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1417.See file dsdata.txt to determine how the superseded data were derived.
 DX1417
 DX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT879027(NAD 83)
 DX1417_MARKER: DD = SURVEY DISK
 DX1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1417_STAMPING: 600-4-68
 DX1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1417+STABILITY: SURFACE MOTION
 DX1417
 DX1417  HISTORY     - Date     Condition        Report By
 DX1417  HISTORY     - 1968     MONUMENTED       CA-065
 DX1417
 DX1417                          STATION DESCRIPTION
 DX1417
 DX1417'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1417'2.6 MI S FROM TEMECULA.
 DX1417'2.0 MILES SOUTHEAST ON HWY. 71 FROM THE POST OFFICE IN TEMECULA,
 DX1417'0.6 MILES SOUTH ON OLD HWY. 395, 45 FEET EAST OF OLD HIGHWAY,
 DX1417'5 FEET NORTH OF POWER POLE 2580, 2 FEET WEST OF A MARKER POST,
 DX1417'SET A BRASS DISK TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5553 ***********************************************************************
 AB5553  DESIGNATION -  600 40 68 RESET
 AB5553  PID         -  AB5553
 AB5553  STATE/COUNTY-  CA/RIVERSIDE
 AB5553  USGS QUAD   -  STEELE PEAK (1978)
 AB5553
 AB5553                         *CURRENT SURVEY CONTROL
 AB5553  ___________________________________________________________________
 AB5553* NAD 83(1986)-  33 50 55.     (N)    117 15 17.     (W)     SCALED    
 AB5553* NAVD 88     -       459.498  (meters)    1507.54   (feet)  ADJUSTED  
 AB5553  ___________________________________________________________________
 AB5553  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AB5553  DYNAMIC HT  -         458.978 (meters)    1505.83  (feet)  COMP
 AB5553  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 AB5553
 AB5553  VERT ORDER  -  FIRST     CLASS II
 AB5553
 AB5553.The horizontal coordinates were scaled from a topographic map and have
 AB5553.an estimated accuracy of +/- 6 seconds.
 AB5553
 AB5553.The orthometric height was determined by differential leveling
 AB5553.and adjusted in October 1996.
 AB5553
 AB5553.The geoid height was determined by GEOID03.
 AB5553
 AB5553.The dynamic height is computed by dividing the NAVD 88
 AB5553.geopotential number by the normal gravity value computed on the
 AB5553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5553.degrees latitude (g = 980.6199 gals.).
 AB5553
 AB5553.The modeled gravity was interpolated from observed gravity values.
 AB5553
 AB5553;                    North         East    Units  Estimated Accuracy
 AB5553;SPC CA 6     -   686,990.    1,907,020.      MT  (+/- 180 meters Scaled)
 AB5553
 AB5553                          SUPERSEDED SURVEY CONTROL
 AB5553
 AB5553.No superseded survey control is available for this station.
 AB5553
 AB5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT764454(NAD 83)
 AB5553_MARKER: DB = BENCH MARK DISK
 AB5553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5553_STAMPING: BM 600-40-68 RESET 1988
 AB5553_MARK LOGO: CA-065
 AB5553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5553+STABILITY: SURFACE MOTION
 AB5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5553+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AB5553
 AB5553  HISTORY     - Date     Condition        Report By
 AB5553  HISTORY     - 1988     MONUMENTED       CA-065
 AB5553
 AB5553                          STATION DESCRIPTION
 AB5553
 AB5553'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1988
 AB5553'NEAR PERRIS, FROM INTERSECTION OF INTERSTATE 215 AND CAJALCO EXPWY
 AB5553'PROCEED WESTERLY ALONG CAJALCO EXPWY TO A STREET, PROCEED NORTHERLY
 AB5553'ALONG A STREET TO MESSENIA LANE, PROCEED NORTHEASTERLY ALONG MESSENIA
 AB5553'LANE TO END OF PAVEMENT, CONTINUE NORTHEASTERLY ACROSS DIRT AREA
 AB5553'APPROXIMATELY 0.2 MILES (0.3 KM) TOWARD BILLBOARD SIGN NEAR RAILROAD
 AB5553'TRACKS AND MONUMENT, 0.35 MILES (0.56 KM) NORTH ALONG RAILROAD TRACKS
 AB5553'FROM THE INTERSECTION OF THE RAILROAD TRACKS AND CAJALCO EXPWY BRIDGE,
 AB5553'10 FEET (3.0 M) WEST OF CHAIN-LINK FENCE, 20 FEET (6.1 M) EAST OF
 AB5553'RAILROAD TRACKS, 10 FEET (3.0 M) NORTH OF BILLBOARD SIGN, 2 FEET (0.6
 AB5553'M) NORTH OF 4 BY 4 INCH WOODEN POST MARKED RIV. CO. B.M., FOUND A
 AB5553'ALUMINUM DISK STAMPED BM 600-40-68 RESET 1988.  REFERENCE MWD FB 4205
 AB5553'06 007.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2732 ***********************************************************************
 DX2732  DESIGNATION -  600 45
 DX2732  PID         -  DX2732
 DX2732  STATE/COUNTY-  CA/RIVERSIDE
 DX2732  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2732
 DX2732                         *CURRENT SURVEY CONTROL
 DX2732  ___________________________________________________________________
 DX2732* NAD 83(1986)-  33 54 35.     (N)    117 16 51.     (W)     SCALED    
 DX2732* NAVD 88     -       471.23   (+/-2cm)    1546.0    (feet)  VERTCON   
 DX2732  ___________________________________________________________________
 DX2732  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DX2732  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2732
 DX2732.The horizontal coordinates were scaled from a topographic map and have
 DX2732.an estimated accuracy of +/- 6 seconds.
 DX2732
 DX2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2732.The vertical order pertains to the NGVD 29 superseded value.
 DX2732
 DX2732.The geoid height was determined by GEOID03.
 DX2732
 DX2732;                    North         East    Units  Estimated Accuracy
 DX2732;SPC CA 6     -   693,790.    1,904,670.      MT  (+/- 180 meters Scaled)
 DX2732
 DX2732                          SUPERSEDED SURVEY CONTROL
 DX2732
 DX2732  NGVD 29 (??/??/??)  470.470  (m)         1543.53   (f) ADJUSTED    1 2
 DX2732
 DX2732.Superseded values are not recommended for survey control.
 DX2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2732.See file dsdata.txt to determine how the superseded data were derived.
 DX2732
 DX2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT740521(NAD 83)
 DX2732_MARKER: DR = REFERENCE MARK DISK
 DX2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2732_STAMPING: 600-45-68
 DX2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2732+STABILITY: SURFACE MOTION
 DX2732
 DX2732  HISTORY     - Date     Condition        Report By
 DX2732  HISTORY     - 1968     MONUMENTED       CA-065
 DX2732
 DX2732                          STATION DESCRIPTION
 DX2732
 DX2732'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2732'0.5 MI NW FROM MARCH AIR FORCE BASE.
 DX2732'307 FT. SOUTHWEST OF CACTUS AVE. OVER PASS, 122 FT. NORTHWEST
 DX2732'OF THE SOUTH BD. LANES OF HWY. 395, 75 FT. NORTHWEST OF MILE
 DX2732'POST MARKER 9, 39 FT. NORTHEAST OF THE NORTHEAST CORNER OF A 8
 DX2732'FT. CHAIN LINK FENCE, 29 FT. NORTHWEST OF THE MAIN LINE OF THE
 DX2732'RAILWAY, 4 FT. NORTH OF A RAILROAD SWITCH, 2 FT. EAST OF A
 DX2732'MARKER POST, SET A BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2737 ***********************************************************************
 DX2737  DESIGNATION -  600 46
 DX2737  PID         -  DX2737
 DX2737  STATE/COUNTY-  CA/RIVERSIDE
 DX2737  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2737
 DX2737                         *CURRENT SURVEY CONTROL
 DX2737  ___________________________________________________________________
 DX2737* NAD 83(1986)-  33 55 06.     (N)    117 17 03.     (W)     SCALED    
 DX2737* NAVD 88     -       468.22   (+/-2cm)    1536.2    (feet)  VERTCON   
 DX2737  ___________________________________________________________________
 DX2737  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DX2737  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2737
 DX2737.The horizontal coordinates were scaled from a topographic map and have
 DX2737.an estimated accuracy of +/- 6 seconds.
 DX2737
 DX2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2737.The vertical order pertains to the NGVD 29 superseded value.
 DX2737
 DX2737.The geoid height was determined by GEOID03.
 DX2737
 DX2737;                    North         East    Units  Estimated Accuracy
 DX2737;SPC CA 6     -   694,740.    1,904,370.      MT  (+/- 180 meters Scaled)
 DX2737
 DX2737                          SUPERSEDED SURVEY CONTROL
 DX2737
 DX2737  NGVD 29 (??/??/??)  467.455  (m)         1533.64   (f) ADJUSTED    1 2
 DX2737
 DX2737.Superseded values are not recommended for survey control.
 DX2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2737.See file dsdata.txt to determine how the superseded data were derived.
 DX2737
 DX2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT737531(NAD 83)
 DX2737_MARKER: DB = BENCH MARK DISK
 DX2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2737_STAMPING: 600-46-68
 DX2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2737+STABILITY: SURFACE MOTION
 DX2737
 DX2737  HISTORY     - Date     Condition        Report By
 DX2737  HISTORY     - 1968     MONUMENTED       CA-065
 DX2737
 DX2737                          STATION DESCRIPTION
 DX2737
 DX2737'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2737'1.2 MI NW FROM MARCH AIR FORCE BASE.
 DX2737'1.2 MILES NORTHEAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2737'FROM MARCH A.F.B. RAILWAY STATION, 0.15 MILES NORTHEAST OF THE
 DX2737'INTERSECTION OF HWY 395 AND ALLESANDRO BLVD, 5 TELEGRAPH POLES
 DX2737'FROM ALLESANDRO BLVD., 84 FT. NORTHWEST OF THE SOUTH BOUND LANES
 DX2737'OF HWY 395, 45 FT. SOUTHEAST OF THE RAILWAY, 5 FT. NORTHWEST OF
 DX2737'TELEGRAPH POLE, 2 FT. SOUTHEAST OF MONUMENT, POST MARKER, SET A
 DX2737'BRASS DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1418 ***********************************************************************
 DX1418  DESIGNATION -  600 5
 DX1418  PID         -  DX1418
 DX1418  STATE/COUNTY-  CA/RIVERSIDE
 DX1418  USGS QUAD   -  TEMECULA (1975)
 DX1418
 DX1418                         *CURRENT SURVEY CONTROL
 DX1418  ___________________________________________________________________
 DX1418* NAD 83(1986)-  33 28 31.     (N)    117 07 50.     (W)     SCALED    
 DX1418* NAVD 88     -       308.17   (+/-2cm)    1011.1    (feet)  VERTCON   
 DX1418  ___________________________________________________________________
 DX1418  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DX1418  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1418
 DX1418.The horizontal coordinates were scaled from a topographic map and have
 DX1418.an estimated accuracy of +/- 6 seconds.
 DX1418
 DX1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1418.The vertical order pertains to the NGVD 29 superseded value.
 DX1418
 DX1418.The geoid height was determined by GEOID03.
 DX1418
 DX1418;                    North         East    Units  Estimated Accuracy
 DX1418;SPC CA 6     -   645,480.    1,918,160.      MT  (+/- 180 meters Scaled)
 DX1418
 DX1418                          SUPERSEDED SURVEY CONTROL
 DX1418
 DX1418  NGVD 29 (??/??/??)  307.461  (m)         1008.73   (f) ADJUSTED    1 2
 DX1418
 DX1418.Superseded values are not recommended for survey control.
 DX1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1418.See file dsdata.txt to determine how the superseded data were derived.
 DX1418
 DX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT878039(NAD 83)
 DX1418_MARKER: DD = SURVEY DISK
 DX1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1418_STAMPING: 600-5-68
 DX1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1418+STABILITY: SURFACE MOTION
 DX1418
 DX1418  HISTORY     - Date     Condition        Report By
 DX1418  HISTORY     - UNK      MONUMENTED       CA-065
 DX1418  HISTORY     - 1968     GOOD             NGS
 DX1418
 DX1418                          STATION DESCRIPTION
 DX1418
 DX1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX1418'1.8 MI SE FROM TEMECULA.
 DX1418'1.8 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DX1418'TEMECULA, 0.8 MILES SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 DX1418'395, AT THE NORTHWEST CORNER OF A TRIANGLE FORMED BY THE JUNCTION
 DX1418'OF STATE HIGHWAY 71, 0.15 MILES NORTHWEST OF THE ROAD LEADING TO
 DX1418'THE TOWN OF PALA, 53 FEET SOUTHWEST OF STATE HIGHWAY 71, 23 FEET
 DX1418'NORTHWEST OF POWER POLE 62796WT, 1 FOOT SOUTHWEST OF A MARKER
 DX1418'POST ABOUT 3 FEET HIGHER THEN ROAD AND SET IN THE TOP OF A
 DX1418'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5561 ***********************************************************************
 AB5561  DESIGNATION -  600 63
 AB5561  PID         -  AB5561
 AB5561  STATE/COUNTY-  CA/RIVERSIDE
 AB5561  USGS QUAD   -  RIVERSIDE EAST (1967)
 AB5561
 AB5561                         *CURRENT SURVEY CONTROL
 AB5561  ___________________________________________________________________
 AB5561* NAD 83(1986)-  33 52 32.     (N)    117 16 00.     (W)     SCALED    
 AB5561* NAVD 88     -       464.640  (meters)    1524.41   (feet)  ADJUSTED  
 AB5561  ___________________________________________________________________
 AB5561  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AB5561  DYNAMIC HT  -         464.112 (meters)    1522.67  (feet)  COMP
 AB5561  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 AB5561
 AB5561  VERT ORDER  -  FIRST     CLASS II
 AB5561
 AB5561.The horizontal coordinates were scaled from a topographic map and have
 AB5561.an estimated accuracy of +/- 6 seconds.
 AB5561
 AB5561.The orthometric height was determined by differential leveling
 AB5561.and adjusted in October 1996.
 AB5561
 AB5561.The geoid height was determined by GEOID03.
 AB5561
 AB5561.The dynamic height is computed by dividing the NAVD 88
 AB5561.geopotential number by the normal gravity value computed on the
 AB5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5561.degrees latitude (g = 980.6199 gals.).
 AB5561
 AB5561.The modeled gravity was interpolated from observed gravity values.
 AB5561
 AB5561;                    North         East    Units  Estimated Accuracy
 AB5561;SPC CA 6     -   689,980.    1,905,940.      MT  (+/- 180 meters Scaled)
 AB5561
 AB5561                          SUPERSEDED SURVEY CONTROL
 AB5561
 AB5561.No superseded survey control is available for this station.
 AB5561
 AB5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT753483(NAD 83)
 AB5561_MARKER: DB = BENCH MARK DISK
 AB5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5561_STAMPING: BM 600-63 SET 1988
 AB5561_MARK LOGO: CA-065
 AB5561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5561+STABILITY: SURFACE MOTION
 AB5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5561+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AB5561
 AB5561  HISTORY     - Date     Condition        Report By
 AB5561  HISTORY     - 1988     MONUMENTED       CA-065
 AB5561
 AB5561                          STATION DESCRIPTION
 AB5561
 AB5561'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1988
 AB5561'MORENO VALLEY, FROM THE OFF RAMP INTERSECTION OF INTERSTATE 215 AND
 AB5561'OLEANDER AV. PROCEED WEST ALONG OLEANDER AV 0.1 MILE (0.2 KM) TO DIRT
 AB5561'ROAD LEADING NORTH, PROCEED NORTHERLY ALONG DIRT RD APPROXIMATELY 0.25
 AB5561'MILE (0.40 KM) TO RAILROAD TRACKS, 0.8 MILE (1.3 KM) NORTH ALONG
 AB5561'RAILROAD RIGHT OF WAY ROAD FROM OLEANDER AV. ON THE EAST SIDE OF
 AB5561'TRACKS.  FOUND A RIVERSIDE COUNTY 3-1/4 INCH BRASS DISK STAMPED BM
 AB5561'600-63 --SET 1988 SET FLUSH ON TOP OF A CONCRETE POST, 60 FEET (18.3
 AB5561'M) NORTHEAST OF TELEPHONE POLE NUMBER 2339784E, 20 FEET (6.1 M) EAST
 AB5561'OF ATSF RR TRACKS AND 4.5 FEET (1.4 M) WEST OF 215 FWY RIGHT OF WAY
 AB5561'FENCE ALSO AN ALUMINUM WITNESS POST PAINTED BLUE AND WHITE, 2.5 FEET
 AB5561'(0.8 M) EASTERLY OF A 4 BY 4 INCH REDWOOD POST (RIVERSIDE CO BM)
 AB5561'REFERENCE MWD FB 4205 06 013.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB5563 ***********************************************************************
 AB5563  DESIGNATION -  600 64
 AB5563  PID         -  AB5563
 AB5563  STATE/COUNTY-  CA/RIVERSIDE
 AB5563  USGS QUAD   -  RIVERSIDE EAST (1967)
 AB5563
 AB5563                         *CURRENT SURVEY CONTROL
 AB5563  ___________________________________________________________________
 AB5563* NAD 83(1986)-  33 53 26.     (N)    117 16 23.     (W)     SCALED    
 AB5563* NAVD 88     -       469.490  (meters)    1540.32   (feet)  ADJUSTED  
 AB5563  ___________________________________________________________________
 AB5563  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AB5563  DYNAMIC HT  -         468.955 (meters)    1538.56  (feet)  COMP
 AB5563  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 AB5563
 AB5563  VERT ORDER  -  FIRST     CLASS II
 AB5563
 AB5563.The horizontal coordinates were scaled from a topographic map and have
 AB5563.an estimated accuracy of +/- 6 seconds.
 AB5563
 AB5563.The orthometric height was determined by differential leveling
 AB5563.and adjusted in October 1996.
 AB5563
 AB5563.The geoid height was determined by GEOID03.
 AB5563
 AB5563.The dynamic height is computed by dividing the NAVD 88
 AB5563.geopotential number by the normal gravity value computed on the
 AB5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5563.degrees latitude (g = 980.6199 gals.).
 AB5563
 AB5563.The modeled gravity was interpolated from observed gravity values.
 AB5563
 AB5563;                    North         East    Units  Estimated Accuracy
 AB5563;SPC CA 6     -   691,650.    1,905,370.      MT  (+/- 180 meters Scaled)
 AB5563
 AB5563                          SUPERSEDED SURVEY CONTROL
 AB5563
 AB5563.No superseded survey control is available for this station.
 AB5563
 AB5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT747500(NAD 83)
 AB5563_MARKER: DB = BENCH MARK DISK
 AB5563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5563_STAMPING: BM 600-64 SET 1989
 AB5563_MARK LOGO: CA-065
 AB5563_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5563+STABILITY: SURFACE MOTION
 AB5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5563+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AB5563
 AB5563  HISTORY     - Date     Condition        Report By
 AB5563  HISTORY     - 1989     MONUMENTED       CA-065
 AB5563
 AB5563                          STATION DESCRIPTION
 AB5563
 AB5563'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1989
 AB5563'MORENO VALLEY, NEAR THE INTERSECTION OF INTERSTATE 215 AND VAN BUREN
 AB5563'BLVD.  PROCEED WEST ALONG VAN BUREN BLVD TO AVE A, (WEST FRONTAGE RD)
 AB5563'THEN 0.20 MILE (0.32 KM) NORTH ALONG AVE A TO A DIRT ROAD LEADING TO
 AB5563'THE ATSF RAILROAD TRACKS CROSSING OVER AND 0.2 MILE (0.3 KM) NORTH
 AB5563'ALONG DIRT PATROL ROAD ON THE EAST SIDE OF ATSF RAILROAD TRACKS.
 AB5563'FOUND A RIVERSIDE CO.  3-1/2 INCH BRASS DISK STAMPED BM 600-64 SET
 AB5563'1989, SET FLUSH ON TOP OF A 8-1/2 INCH CONCRETE MONUMENT (ROUND), 115
 AB5563'FEET (35.1 M) NORTHEAST OF A RR DERAIL SIGN POST,46 FEET SOUTHEAST OF
 AB5563'RR RED SIGN 3128, 2.3 FEET (0.7 M) EAST OF A 3 INCH WOOD WITNESS POST,
 AB5563'5 FEET (1.5 M) WEST OF 215 FWY RIGHT OF WAY FENCE.  REFERENCE MWD FB
 AB5563'4205 06 016.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1518 ***********************************************************************
 DX1518  DESIGNATION -  600 8
 DX1518  PID         -  DX1518
 DX1518  STATE/COUNTY-  CA/RIVERSIDE
 DX1518  USGS QUAD   -  MURRIETA (1979)
 DX1518
 DX1518                         *CURRENT SURVEY CONTROL
 DX1518  ___________________________________________________________________
 DX1518* NAD 83(1986)-  33 30 00.     (N)    117 09 03.     (W)     SCALED    
 DX1518* NAVD 88     -       311.78   (+/-2cm)    1022.9    (feet)  VERTCON   
 DX1518  ___________________________________________________________________
 DX1518  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DX1518  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1518
 DX1518.The horizontal coordinates were scaled from a topographic map and have
 DX1518.an estimated accuracy of +/- 6 seconds.
 DX1518
 DX1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1518.The vertical order pertains to the NGVD 29 superseded value.
 DX1518
 DX1518.The geoid height was determined by GEOID03.
 DX1518
 DX1518;                    North         East    Units  Estimated Accuracy
 DX1518;SPC CA 6     -   648,230.    1,916,300.      MT  (+/- 180 meters Scaled)
 DX1518
 DX1518                          SUPERSEDED SURVEY CONTROL
 DX1518
 DX1518  NGVD 29 (??/??/??)  311.077  (m)         1020.59   (f) ADJUSTED    1 2
 DX1518
 DX1518.Superseded values are not recommended for survey control.
 DX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1518.See file dsdata.txt to determine how the superseded data were derived.
 DX1518
 DX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT859067(NAD 83)
 DX1518_MARKER: DD = SURVEY DISK
 DX1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1518_STAMPING: 600-8-68
 DX1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1518+STABILITY: SURFACE MOTION
 DX1518
 DX1518  HISTORY     - Date     Condition        Report By
 DX1518  HISTORY     - 1968     MONUMENTED       CA-065
 DX1518
 DX1518                          STATION DESCRIPTION
 DX1518
 DX1518'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1518'0.6 MI N FROM TEMECULA.
 DX1518'0.6 MILES NORTH ON HWY. 71 FROM THE POST OFFICE IN TEMECULA, AT
 DX1518'THE INTERSECTION OF HWY. 395 AND THE ENTRANCE TO RANCHO
 DX1518'CALIFORNIA, 150 FT. EAST OF THE NORTH BOUND LANES OF HWY. 395,
 DX1518'IN THE MEDIAN STRIP AT THE WEST END OF A RANCHO CALIFORNIA
 DX1518'CONCRETE ENTRANCE SIGN, ABOUT 1 FT. ABOVE THE ROAD, SET A BRASS
 DX1518'DISK TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1520 ***********************************************************************
 DX1520  DESIGNATION -  600 9
 DX1520  PID         -  DX1520
 DX1520  STATE/COUNTY-  CA/RIVERSIDE
 DX1520  USGS QUAD   -  MURRIETA (1979)
 DX1520
 DX1520                         *CURRENT SURVEY CONTROL
 DX1520  ___________________________________________________________________
 DX1520* NAD 83(1986)-  33 30 58.     (N)    117 09 34.     (W)     SCALED    
 DX1520* NAVD 88     -       317.44   (+/-2cm)    1041.5    (feet)  VERTCON   
 DX1520  ___________________________________________________________________
 DX1520  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DX1520  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1520
 DX1520.The horizontal coordinates were scaled from a topographic map and have
 DX1520.an estimated accuracy of +/- 6 seconds.
 DX1520
 DX1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1520.The vertical order pertains to the NGVD 29 superseded value.
 DX1520
 DX1520.The geoid height was determined by GEOID03.
 DX1520
 DX1520;                    North         East    Units  Estimated Accuracy
 DX1520;SPC CA 6     -   650,030.    1,915,510.      MT  (+/- 180 meters Scaled)
 DX1520
 DX1520                          SUPERSEDED SURVEY CONTROL
 DX1520
 DX1520  NGVD 29 (??/??/??)  316.733  (m)         1039.15   (f) ADJUSTED    1 2
 DX1520
 DX1520.Superseded values are not recommended for survey control.
 DX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1520.See file dsdata.txt to determine how the superseded data were derived.
 DX1520
 DX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT851085(NAD 83)
 DX1520_MARKER: DD = SURVEY DISK
 DX1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1520_STAMPING: 600-9-68
 DX1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1520+STABILITY: SURFACE MOTION
 DX1520
 DX1520  HISTORY     - Date     Condition        Report By
 DX1520  HISTORY     - 1968     MONUMENTED       CA-065
 DX1520
 DX1520                          STATION DESCRIPTION
 DX1520
 DX1520'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1520'1.8 MI N FROM TEMECULA.
 DX1520'0.6 MILES NORTH-EAST ALONG HWY. 71 FROM THE POST OFFICE IN
 DX1520'TEMECULA, 1.2 MILES NORTH ON HWY. 395, 475 FT EAST OF THE
 DX1520'INTERSECTION OF JEFFERSON AVE., 100 FT WEST OF THE SOUTH BOUND
 DX1520'LANES OF HWY. 71 AND 4 FT LOWER THAN THE HIGHWAY, 5 FT. SOUTH-WEST
 DX1520'OF THE INTERSECTION OF TWO WIRE FENCES, 4 FT. NORTHWEST OF POWER
 DX1520'POLE 1797160E, 2 FT. WEST OF A MARKER POST SET A BRASS DISK IN
 DX1520'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1251 ***********************************************************************
 KT1251  DESIGNATION -  600 CAHD
 KT1251  PID         -  KT1251
 KT1251  STATE/COUNTY-  CA/MENDOCINO
 KT1251  USGS QUAD   -  ELLEDGE PEAK (1975)
 KT1251
 KT1251                         *CURRENT SURVEY CONTROL
 KT1251  ___________________________________________________________________
 KT1251* NAD 83(1986)-  39 05 30.     (N)    123 13 16.     (W)     SCALED    
 KT1251* NAVD 88     -       193.69   (+/-2cm)     635.5    (feet)  VERTCON   
 KT1251  ___________________________________________________________________
 KT1251  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 KT1251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT1251
 KT1251.The horizontal coordinates were scaled from a topographic map and have
 KT1251.an estimated accuracy of +/- 6 seconds.
 KT1251
 KT1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1251.The vertical order pertains to the NGVD 29 superseded value.
 KT1251
 KT1251.The geoid height was determined by GEOID03.
 KT1251
 KT1251;                    North         East    Units  Estimated Accuracy
 KT1251;SPC CA 2     -   658,890.    1,894,370.      MT  (+/- 180 meters Scaled)
 KT1251
 KT1251                          SUPERSEDED SURVEY CONTROL
 KT1251
 KT1251  NGVD 29 (??/??/92)  192.805  (m)          632.56   (f) ADJ UNCH    2 0
 KT1251
 KT1251.Superseded values are not recommended for survey control.
 KT1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1251.See file dsdata.txt to determine how the superseded data were derived.
 KT1251
 KT1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ808269(NAD 83)
 KT1251_MARKER: N = NAIL
 KT1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1251_SP_SET: TREE
 KT1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1251
 KT1251  HISTORY     - Date     Condition        Report By
 KT1251  HISTORY     - UNK      MONUMENTED       CADH
 KT1251  HISTORY     - 1935     GOOD             NGS
 KT1251  HISTORY     - 1964     MARK NOT FOUND   NGS
 KT1251
 KT1251                          STATION DESCRIPTION
 KT1251
 KT1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT1251'5 MI SW FROM UKIAH.
 KT1251'1.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM UKIAH, MENDOCINO
 KT1251'COUNTY, THENCE 3.1 MILES SOUTHWEST ALONG THE BOONVILLE ROAD,
 KT1251'45 FEET NORTH OF THE NORTHWEST CORNER OF A 50-FOOT BRIDGE OVER
 KT1251'ROBERTSON CREEK, 23 FEET NORTHWEST OF THE CENTERLINE OF THE
 KT1251'ROAD, AND IN THE FORK OF AN OAK TREE.  AN IRON NAIL.
 KT1251
 KT1251                          STATION RECOVERY (1964)
 KT1251
 KT1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KT1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0569 ***********************************************************************
 LU0569  DESIGNATION -  600 USGS
 LU0569  PID         -  LU0569
 LU0569  STATE/COUNTY-  CA/TEHAMA
 LU0569  USGS QUAD   -  LOWREY (1967)
 LU0569
 LU0569                         *CURRENT SURVEY CONTROL
 LU0569  ___________________________________________________________________
 LU0569* NAD 83(1986)-  40 16 36.     (N)    122 30 33.     (W)     SCALED    
 LU0569* NAVD 88     -       183.75   (+/-2cm)     602.9    (feet)  VERTCON   
 LU0569  ___________________________________________________________________
 LU0569  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 LU0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0569
 LU0569.The horizontal coordinates were scaled from a topographic map and have
 LU0569.an estimated accuracy of +/- 6 seconds.
 LU0569
 LU0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0569.The vertical order pertains to the NGVD 29 superseded value.
 LU0569
 LU0569.The geoid height was determined by GEOID03.
 LU0569
 LU0569;                    North         East    Units  Estimated Accuracy
 LU0569;SPC CA 1     -   604,870.    1,956,700.      MT  (+/- 180 meters Scaled)
 LU0569
 LU0569                          SUPERSEDED SURVEY CONTROL
 LU0569
 LU0569  NGVD 29 (??/??/92)  182.956  (m)          600.25   (f) ADJ UNCH    2 0
 LU0569
 LU0569.Superseded values are not recommended for survey control.
 LU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0569.See file dsdata.txt to determine how the superseded data were derived.
 LU0569
 LU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK417585(NAD 83)
 LU0569_MARKER: N = NAIL
 LU0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU0569_SP_SET: BRIDGE
 LU0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0569
 LU0569  HISTORY     - Date     Condition        Report By
 LU0569  HISTORY     - UNK      MONUMENTED       USGS
 LU0569  HISTORY     - 1948     GOOD             NGS
 LU0569  HISTORY     - 1977     MARK NOT FOUND   USGS
 LU0569
 LU0569                          STATION DESCRIPTION
 LU0569
 LU0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0569'1.1 MI W FROM BAKER FIRE CAMP.
 LU0569'1.1 MILES WEST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE CAMP
 LU0569'OF THE CALIFORNIA DIVISION OF FORESTRY, AT A BRIDGE OVER A CREEK,
 LU0569'A COPPER NAIL AND WASHER IN THE TOP OF THE EAST END OF THE
 LU0569'NORTHEAST CONCRETE WING WALL, 0.6 FOOT WEST OF THE EAST END, AND
 LU0569'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- IT IS NOT IN A ROCK OUTCROP
 LU0569'AS STATED IN THE LITHOGRAPHED LIST.
 LU0569
 LU0569                          STATION RECOVERY (1977)
 LU0569
 LU0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LU0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT2031 ***********************************************************************
 GT2031  DESIGNATION -  601
 GT2031  PID         -  GT2031
 GT2031  STATE/COUNTY-  CA/FRESNO
 GT2031  USGS QUAD   -  ACADEMY (1978)
 GT2031
 GT2031                         *CURRENT SURVEY CONTROL
 GT2031  ___________________________________________________________________
 GT2031* NAD 83(1992)-  36 54 54.29416(N)    119 31 13.38621(W)     ADJUSTED  
 GT2031* NAVD 88     -        56.31   (+/-2cm)     184.7    (feet)  VERTCON   
 GT2031  ___________________________________________________________________
 GT2031  EPOCH DATE  -        1991.35
 GT2031  LAPLACE CORR-          10.25  (seconds)                    DEFLEC99
 GT2031  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GT2031  HORZ ORDER  -  SECOND
 GT2031  VERT ORDER  -  THIRD ? (See Below)
 GT2031
 GT2031.The horizontal coordinates were established by classical geodetic methods
 GT2031.and adjusted by the National Geodetic Survey in March 1994.
 GT2031.The horizontal coordinates are valid at the epoch date displayed above.
 GT2031.The epoch date for horizontal control is a decimal equivalence
 GT2031.of Year/Month/Day.
 GT2031
 GT2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT2031.The vertical order pertains to the NGVD 29 superseded value.
 GT2031
 GT2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT2031
 GT2031.The geoid height was determined by GEOID03.
 GT2031
 GT2031;                    North         East     Units Scale Factor Converg.
 GT2031;SPC CA 4     -   675,640.324 1,953,630.581   MT  0.99995346   -0 18 37.6
 GT2031;SPC CA 4     - 2,216,663.30  6,409,536.33   sFT  0.99995346   -0 18 37.6
 GT2031;UTM  11      - 4,088,419.360   275,476.564   MT  1.00022107   -1 30 52.0
 GT2031
 GT2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT2031!SPC CA 4     -   0.99999594  x   0.99995346  =   0.99994940
 GT2031!UTM  11      -   0.99999594  x   1.00022107  =   1.00021701
 GT2031
 GT2031                          SUPERSEDED SURVEY CONTROL
 GT2031
 GT2031  NAD 83(1986)-  36 54 54.29187(N)    119 31 13.38352(W) AD(1984.00) 2
 GT2031  NAD 27      -  36 54 54.46720(N)    119 31 09.90810(W) AD(       ) 2
 GT2031  NGVD 29 (07/19/86)   55.49   (m)          182.1    (f) LEVELING    3  
 GT2031
 GT2031.Superseded values are not recommended for survey control.
 GT2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT2031.See file dsdata.txt to determine how the superseded data were derived.
 GT2031
 GT2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7547788419(NAD 83)
 GT2031_MARKER: DD = SURVEY DISK
 GT2031_SETTING: 80 = SET IN A BOULDER
 GT2031_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GT2031
 GT2031  HISTORY     - Date     Condition        Report By
 GT2031  HISTORY     - 1950     MONUMENTED       CGS
 GT2031
 GT2031                          STATION DESCRIPTION
 GT2031
 GT2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GT2031'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS 23 FEET EAST OF THE
 GT2031'CENTER OF STATE HIGHWAY 168 AND 1 FOOT EAST OF A FENCE.  IT
 GT2031'IS SET IN A DRILL HOLE IN A LARGE, FLAT BOULDER THAT PROJECTS
 GT2031'1 FOOT ABOVE THE GROUND SURFACE.  THE MARK IS 1.10 METERS LOWER
 GT2031'THAN STATION LEE.  THE MARK IS STAMPED 601 597 F.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2769 ***********************************************************************
 DX2769  DESIGNATION -  601 11 68 RESET
 DX2769  PID         -  DX2769
 DX2769  STATE/COUNTY-  CA/RIVERSIDE
 DX2769  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2769
 DX2769                         *CURRENT SURVEY CONTROL
 DX2769  ___________________________________________________________________
 DX2769* NAD 83(1986)-  33 58 16.     (N)    117 22 21.     (W)     SCALED    
 DX2769* NAVD 88     -       267.596  (meters)     877.94   (feet)  ADJUSTED  
 DX2769  ___________________________________________________________________
 DX2769  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DX2769  DYNAMIC HT  -         267.302 (meters)     876.97  (feet)  COMP
 DX2769  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 DX2769
 DX2769  VERT ORDER  -  FIRST     CLASS I
 DX2769
 DX2769.The horizontal coordinates were scaled from a topographic map and have
 DX2769.an estimated accuracy of +/- 6 seconds.
 DX2769
 DX2769.The orthometric height was determined by differential leveling
 DX2769.and adjusted in June 1991.
 DX2769.WARNING-Repeat measurements at this control monument indicate possible
 DX2769.vertical movement.
 DX2769
 DX2769.The geoid height was determined by GEOID03.
 DX2769
 DX2769.The dynamic height is computed by dividing the NAVD 88
 DX2769.geopotential number by the normal gravity value computed on the
 DX2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2769.degrees latitude (g = 980.6199 gals.).
 DX2769
 DX2769.The modeled gravity was interpolated from observed gravity values.
 DX2769
 DX2769;                    North         East    Units  Estimated Accuracy
 DX2769;SPC CA 6     -   700,680.    1,896,260.      MT  (+/- 180 meters Scaled)
 DX2769
 DX2769                          SUPERSEDED SURVEY CONTROL
 DX2769
 DX2769  NGVD 29 (??/??/92)  266.826  (m)          875.41   (f) ADJ UNCH    1 1
 DX2769
 DX2769.Superseded values are not recommended for survey control.
 DX2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2769.See file dsdata.txt to determine how the superseded data were derived.
 DX2769
 DX2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT655590(NAD 83)
 DX2769_MARKER: DD = SURVEY DISK
 DX2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2769_SP_SET: CONCRETE POST
 DX2769_STAMPING: 601-11-68 RESET 1974
 DX2769_MARK LOGO: CA-065
 DX2769_PROJECTION: FLUSH
 DX2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2769+STABILITY: SURFACE MOTION
 DX2769
 DX2769  HISTORY     - Date     Condition        Report By
 DX2769  HISTORY     - 1974     MONUMENTED       CA-065
 DX2769  HISTORY     - 1977     GOOD             NGS
 DX2769  HISTORY     - 1988     GOOD             NGS
 DX2769
 DX2769                          STATION DESCRIPTION
 DX2769
 DX2769'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2769'0.6 MI SW FROM RIVERSIDE.
 DX2769'ABOUT 0.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 DX2769'THE STATION AT RIVERSIDE, TWO FEET WESTERLY OF THE 4TH TELEGRAPH
 DX2769'POLE NORTHEASTERLY OF PROSPECT AVE.  22.0 FT. WESTERLY OF THE
 DX2769'WESTERLY RAIL OF THE SOUTHERN PACIFIC RAILROAD, 38.5 EASTERLY
 DX2769'OF THE EASTERLY RAIL OF THE A.T. AND S.F RAILROAD SET A BRASS
 DX2769'DISK IN CONCRETE POST UP 0.2 FT.  REPLACES W 1142.
 DX2769
 DX2769                          STATION RECOVERY (1977)
 DX2769
 DX2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2769'ABOUT 0.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 DX2769'STATION AT RIVERSIDE, TWO FT. WEST OF THE 4TH TELEGRAPH POLE
 DX2769'NORTHEASTERLY OF PROSPECT AVENUE, 22.0 FT. WEST OF THE WEST
 DX2769'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 38.5 FT. EAST OF THE
 DX2769'EAST RAIL.
 DX2769'DISK.
 DX2769
 DX2769                          STATION RECOVERY (1988)
 DX2769
 DX2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2769'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 DX2769'MI) SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM
 DX2769'THE STATION IN RIVERSIDE, 4 TELEPHONE POLES NORTHEAST OF PROSPECT
 DX2769'AVENUE, 31.3 M (102.7 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DX2769'COTTAGE STREET, 3.4 M (11.2 FT) NORTHWEST OF THE NORTHWEST RAIL, 3.9
 DX2769'M (12.8 FT) WEST OF THE TELEPHONE POLE.
 DX2769'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2803 ***********************************************************************
 DX2803  DESIGNATION -  601 12 68
 DX2803  PID         -  DX2803
 DX2803  STATE/COUNTY-  CA/RIVERSIDE
 DX2803  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2803
 DX2803                         *CURRENT SURVEY CONTROL
 DX2803  ___________________________________________________________________
 DX2803* NAD 83(1986)-  33 58 01.     (N)    117 22 33.     (W)     SCALED    
 DX2803* NAVD 88     -       268.51   (+/-2cm)     880.9    (feet)  VERTCON   
 DX2803  ___________________________________________________________________
 DX2803  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DX2803  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2803
 DX2803.The horizontal coordinates were scaled from a topographic map and have
 DX2803.an estimated accuracy of +/- 6 seconds.
 DX2803
 DX2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2803.The vertical order pertains to the NGVD 29 superseded value.
 DX2803
 DX2803.The geoid height was determined by GEOID03.
 DX2803
 DX2803;                    North         East    Units  Estimated Accuracy
 DX2803;SPC CA 6     -   700,220.    1,895,950.      MT  (+/- 180 meters Scaled)
 DX2803
 DX2803                          SUPERSEDED SURVEY CONTROL
 DX2803
 DX2803  NGVD 29 (??/??/??)  267.757  (m)          878.47   (f) ADJUSTED    1 1
 DX2803
 DX2803.Superseded values are not recommended for survey control.
 DX2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2803.See file dsdata.txt to determine how the superseded data were derived.
 DX2803
 DX2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT652585(NAD 83)
 DX2803_MARKER: DD = SURVEY DISK
 DX2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2803_STAMPING: 601-12-68
 DX2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2803+STABILITY: SURFACE MOTION
 DX2803
 DX2803  HISTORY     - Date     Condition        Report By
 DX2803  HISTORY     - 1968     MONUMENTED       CA3070
 DX2803  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2803
 DX2803                          STATION DESCRIPTION
 DX2803
 DX2803'DESCRIBED BY CITY OF RIVERSIDE CALIFORNIA 1968
 DX2803'1.1 MI SW FROM RIVERSIDE.
 DX2803'ABOUT 1.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2803'FE RAILWAY FROM THE STATION AT RIVERSIDE, NEAR THE END OF
 DX2803'COMMERCE STREET AT THE TEQUESQUITE ARROYO, 90 FEET EAST OF
 DX2803'RIVERSIDE WATER COMPANY UPPER CANAL, 32.0 FEET NORTHWEST OF THE
 DX2803'NORTHWEST RAIL, 89 FEET SOUTH OF TELEPHONE POLE 573185-H, AND
 DX2803'4 FEET NORTHWEST OF AT AND SF PRIVATE PROPERTY SIGN.  A STANDARD
 DX2803'DISK IN A CONCRETE POST 3 FEET BELOW THE TRACK.  SET A WOODEN
 DX2803'GUARD POST 3 FEET NORTHWEST OF THE MONUMENT.
 DX2803
 DX2803                          STATION RECOVERY (1977)
 DX2803
 DX2803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2803'DUE TO LATER CONSTRUCTION OF THE CANAL THE BENCH MARK WAS PROBABLY
 DX2803'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2799 ***********************************************************************
 DX2799  DESIGNATION -  601 13 68
 DX2799  PID         -  DX2799
 DX2799  STATE/COUNTY-  CA/RIVERSIDE
 DX2799  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2799
 DX2799                         *CURRENT SURVEY CONTROL
 DX2799  ___________________________________________________________________
 DX2799* NAD 83(1986)-  33 57 24.     (N)    117 22 40.     (W)     SCALED    
 DX2799* NAVD 88     -       273.11   (+/-2cm)     896.0    (feet)  VERTCON   
 DX2799  ___________________________________________________________________
 DX2799  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DX2799  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2799
 DX2799.The horizontal coordinates were scaled from a topographic map and have
 DX2799.an estimated accuracy of +/- 6 seconds.
 DX2799
 DX2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2799.The vertical order pertains to the NGVD 29 superseded value.
 DX2799
 DX2799.The geoid height was determined by GEOID03.
 DX2799
 DX2799;                    North         East    Units  Estimated Accuracy
 DX2799;SPC CA 6     -   699,090.    1,895,760.      MT  (+/- 180 meters Scaled)
 DX2799
 DX2799                          SUPERSEDED SURVEY CONTROL
 DX2799
 DX2799  NGVD 29 (??/??/??)  272.352  (m)          893.54   (f) ADJUSTED    1 2
 DX2799
 DX2799.Superseded values are not recommended for survey control.
 DX2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2799.See file dsdata.txt to determine how the superseded data were derived.
 DX2799
 DX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT650574(NAD 83)
 DX2799_MARKER: DD = SURVEY DISK
 DX2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2799_STAMPING: 601-13-68
 DX2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2799+STABILITY: SURFACE MOTION
 DX2799
 DX2799  HISTORY     - Date     Condition        Report By
 DX2799  HISTORY     - 1968     MONUMENTED       CA3070
 DX2799  HISTORY     - 1974     GOOD             CA-065
 DX2799  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2799
 DX2799                          STATION DESCRIPTION
 DX2799
 DX2799'DESCRIBED BY CITY OF RIVERSIDE CALIFORNIA 1968
 DX2799'1.7 MI SW FROM RIVERSIDE.
 DX2799'ABOUT 1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2799'FE RAILWAY FROM THE STATION AT RIVERSIDE, 885 FEET SOUTHWEST
 DX2799'OF CENTERLINE OF THE IVY STREET BRIDGE, 13 FEET SOUTHEAST OF
 DX2799'THE SOUTHEAST RAIL AND ACROSS THE TRACK FROM POWER POLE 16260-J.
 DX2799'A STANDARD DISK IN A CONCRETE POST 1 FOOT BELOW THE TRACK.  SET
 DX2799'A WOODEN GUARD POST 1.5 FEET NORTH OF THE MONUMENT.
 DX2799
 DX2799                          STATION RECOVERY (1974)
 DX2799
 DX2799'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2799'RECOVERED IN GOOD CONDITION.
 DX2799
 DX2799                          STATION RECOVERY (1977)
 DX2799
 DX2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2799'A THOROUGH SEARCH WAS MADE. THE BENCH MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3189 ***********************************************************************
 EV3189  DESIGNATION -  601 2 68 RESET
 EV3189  PID         -  EV3189
 EV3189  STATE/COUNTY-  CA/RIVERSIDE
 EV3189  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV3189
 EV3189                         *CURRENT SURVEY CONTROL
 EV3189  ___________________________________________________________________
 EV3189* NAD 83(1986)-  34 00 58.     (N)    117 20 00.     (W)     SCALED    
 EV3189* NAVD 88     -       289.10   (+/-2cm)     948.5    (feet)  VERTCON   
 EV3189  ___________________________________________________________________
 EV3189  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 EV3189  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3189
 EV3189.The horizontal coordinates were scaled from a topographic map and have
 EV3189.an estimated accuracy of +/- 6 seconds.
 EV3189
 EV3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3189.The vertical order pertains to the NGVD 29 superseded value.
 EV3189
 EV3189.The geoid height was determined by GEOID03.
 EV3189
 EV3189;                    North         East    Units  Estimated Accuracy
 EV3189;SPC CA 6     -   705,640.    1,899,940.      MT  (+/- 180 meters Scaled)
 EV3189
 EV3189                          SUPERSEDED SURVEY CONTROL
 EV3189
 EV3189  NGVD 29 (??/??/92)  288.33   (m)          946.0    (f) COMPUTED    1 2
 EV3189
 EV3189.Superseded values are not recommended for survey control.
 EV3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3189.See file dsdata.txt to determine how the superseded data were derived.
 EV3189
 EV3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT692639(NAD 83)
 EV3189_MARKER: DB = BENCH MARK DISK
 EV3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3189_SP_SET: CONCRETE POST
 EV3189_STAMPING: 601-2-68 RESET 1974
 EV3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3189+STABILITY: SURFACE MOTION
 EV3189
 EV3189  HISTORY     - Date     Condition        Report By
 EV3189  HISTORY     - 1974     MONUMENTED       CA-065
 EV3189  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV3189
 EV3189                          STATION DESCRIPTION
 EV3189
 EV3189'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1974
 EV3189'0.1 MI N FROM HIGHGROVE.
 EV3189'ABOUT 0.1 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3189'FROM THE CENTER STREET CROSSING AT HIGHGROVE, 100.0 FT. NORTH AND
 EV3189'160 FT. WEST OF THE INTERSECTION OF TRANSIT AVE. AND EAST CHURCH ST.
 EV3189'20.0 FT. EAST OF EXTREME EAST RAIL, 12.0 FT. NORTH OF TELEGRAPH POLE
 EV3189'(NO NUMBER), 5.5 FT. SOUTH OF SWITCH BOX.  SET A STANDARD BRASS DISK
 EV3189'IN A CONCRETE POST FLUSH.
 EV3189
 EV3189                          STATION RECOVERY (1978)
 EV3189
 EV3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3189'TRACKS HAVE BEEN MODIFIED, COVERED OR DESTROYED BY RAILROAD
 EV3189'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2788 ***********************************************************************
 DX2788  DESIGNATION -  601 20 68
 DX2788  PID         -  DX2788
 DX2788  STATE/COUNTY-  CA/RIVERSIDE
 DX2788  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2788
 DX2788                         *CURRENT SURVEY CONTROL
 DX2788  ___________________________________________________________________
 DX2788* NAD 83(1986)-  33 55 34.     (N)    117 25 09.     (W)     SCALED    
 DX2788* NAVD 88     -       255.36   (+/-2cm)     837.8    (feet)  VERTCON   
 DX2788  ___________________________________________________________________
 DX2788  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DX2788  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2788
 DX2788.The horizontal coordinates were scaled from a topographic map and have
 DX2788.an estimated accuracy of +/- 6 seconds.
 DX2788
 DX2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2788.The vertical order pertains to the NGVD 29 superseded value.
 DX2788
 DX2788.The geoid height was determined by GEOID03.
 DX2788
 DX2788;                    North         East    Units  Estimated Accuracy
 DX2788;SPC CA 6     -   695,740.    1,891,900.      MT  (+/- 180 meters Scaled)
 DX2788
 DX2788                          SUPERSEDED SURVEY CONTROL
 DX2788
 DX2788  NGVD 29 (??/??/??)  254.611  (m)          835.34   (f) ADJUSTED    1 2
 DX2788
 DX2788.Superseded values are not recommended for survey control.
 DX2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2788.See file dsdata.txt to determine how the superseded data were derived.
 DX2788
 DX2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT612540(NAD 83)
 DX2788_MARKER: DD = SURVEY DISK
 DX2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2788_STAMPING: 601-20-68
 DX2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2788+STABILITY: SURFACE MOTION
 DX2788
 DX2788  HISTORY     - Date     Condition        Report By
 DX2788  HISTORY     - 1968     MONUMENTED       CA3070
 DX2788  HISTORY     - 1974     GOOD             CA-065
 DX2788  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2788
 DX2788                          STATION DESCRIPTION
 DX2788
 DX2788'DESCRIBED BY CITY OF RIVERSIDE CALIFORNIA 1968
 DX2788'1 MI SW FROM CASA BLANCA.
 DX2788'ABOUT 1 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2788'RAILWAY FROM THE MADISON STREET CROSSING AT CASA BLANCA TO THE
 DX2788'ADAMS STREET CROSSING, THENCE ABOUT 0.25 MILE NORTHWEST ALONG
 DX2788'THE CENTERLINE OF ADAMS STREET TO THE INTERSECTION OF ADAMS
 DX2788'STREET AND INDIANA AVENUE, AT THE BACK OF THE SIDEWALK ON THE
 DX2788'SOUTH CORNER OF THE INTERSECTION, 47.5 FEET FROM THE CENTERLINE
 DX2788'OF INDIANA AVENUE AND 58 FEET FROM THE CENTERLINE OF ADAMS
 DX2788'STREET.  A STANDARD DISK IN CONCRETE POST.
 DX2788
 DX2788                          STATION RECOVERY (1974)
 DX2788
 DX2788'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2788'RECOVERED IN GOOD CONDITION.
 DX2788
 DX2788                          STATION RECOVERY (1977)
 DX2788
 DX2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2788'DUE TO CONSTRUCTION OF CORNER, OCCUPIED BY VOLKSWAGEN CAR SHOP, THE
 DX2788'BENCH MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2777 ***********************************************************************
 DX2777  DESIGNATION -  601 25 68
 DX2777  PID         -  DX2777
 DX2777  STATE/COUNTY-  CA/RIVERSIDE
 DX2777  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2777
 DX2777                         *CURRENT SURVEY CONTROL
 DX2777  ___________________________________________________________________
 DX2777* NAD 83(1986)-  33 54 24.     (N)    117 27 25.     (W)     SCALED    
 DX2777* NAVD 88     -       231.381  (meters)     759.12   (feet)  ADJUSTED  
 DX2777  ___________________________________________________________________
 DX2777  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DX2777  DYNAMIC HT  -         231.128 (meters)     758.29  (feet)  COMP
 DX2777  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 DX2777
 DX2777  VERT ORDER  -  FIRST     CLASS I
 DX2777
 DX2777.The horizontal coordinates were scaled from a topographic map and have
 DX2777.an estimated accuracy of +/- 6 seconds.
 DX2777
 DX2777.The orthometric height was determined by differential leveling
 DX2777.and adjusted in June 1991.
 DX2777
 DX2777.The geoid height was determined by GEOID03.
 DX2777
 DX2777.The dynamic height is computed by dividing the NAVD 88
 DX2777.geopotential number by the normal gravity value computed on the
 DX2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2777.degrees latitude (g = 980.6199 gals.).
 DX2777
 DX2777.The modeled gravity was interpolated from observed gravity values.
 DX2777
 DX2777;                    North         East    Units  Estimated Accuracy
 DX2777;SPC CA 6     -   693,620.    1,888,380.      MT  (+/- 180 meters Scaled)
 DX2777
 DX2777                          SUPERSEDED SURVEY CONTROL
 DX2777
 DX2777  NGVD 29 (??/??/92)  230.609  (m)          756.59   (f) ADJ UNCH    1 1
 DX2777
 DX2777.Superseded values are not recommended for survey control.
 DX2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2777.See file dsdata.txt to determine how the superseded data were derived.
 DX2777
 DX2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT577519(NAD 83)
 DX2777_MARKER: DB = BENCH MARK DISK
 DX2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2777_SP_SET: CONCRETE POST
 DX2777_STAMPING: 601 25 68
 DX2777_MARK LOGO: CA3070
 DX2777_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2777+STABILITY: SURFACE MOTION
 DX2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2777+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 DX2777
 DX2777  HISTORY     - Date     Condition        Report By
 DX2777  HISTORY     - 1968     MONUMENTED       CA3070
 DX2777  HISTORY     - 1974     GOOD             CA-065
 DX2777  HISTORY     - 1977     GOOD             NGS
 DX2777  HISTORY     - 1988     GOOD             NGS
 DX2777  HISTORY     - 19920714 GOOD             MWDSC
 DX2777
 DX2777                          STATION DESCRIPTION
 DX2777
 DX2777'DESCRIBED BY CITY OF RIVERSIDE CALIFORNIA 1968
 DX2777'1 MI SW FROM ARLINGTON.
 DX2777'ABOUT 1 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DX2777'RAILWAY FROM THE STATION AT ARLINGTON, TO THE TYLER STREET
 DX2777'CROSSING, THENCE ABOUT 600 FEET NORTHWEST ALONG THE CENTERLINE
 DX2777'OF TYLER STREET TO RIVERSIDE FREEWAY BRIDGE NO. 56-419, 47 FEET
 DX2777'SOUTHWEST OF THE CENTERLINE OF TYLER STREET, AND 1 FOOT NORTHEAST
 DX2777'OF THE NORTHWEST CORNER OF ABUTMENT NO. B-027.  A STANDARD DISK
 DX2777'IN CONCRETE POST.
 DX2777
 DX2777                          STATION RECOVERY (1974)
 DX2777
 DX2777'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2777'RECOVERED IN GOOD CONDITION.
 DX2777
 DX2777                          STATION RECOVERY (1977)
 DX2777
 DX2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2777'RECOVERED IN GOOD CONDITION.
 DX2777
 DX2777                          STATION RECOVERY (1988)
 DX2777
 DX2777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2777'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 DX2777'OMIT--1.0 MILE SOUTHWEST ALONG THE RAILROAD FROM THE STATION IN
 DX2777'ARLINGTON.
 DX2777
 DX2777                          STATION RECOVERY (1992)
 DX2777
 DX2777'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2777'ABOUT 1 MILE (1.6 KM) SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2777'FE RAILWAY FROM THE THE STATION AT ARLINGTON, TO THE TYLER STREET
 DX2777'CROSSING, THENCE ABOUT 600 FEET (182.9 M) NORTHWEST ALONG THE
 DX2777'CENTERLINE OF TYLER STREET TO RIVERSIDE FREEWAY BRIDGE NO. 56-419, 47
 DX2777'FEET (14.3 M) SOUTHWEST OF THE CENTERLINE OF TYLER STREET, AND 1 FOOT
 DX2777'(0.3 M) NORTHEAST OF THE NORTHWEST CORNER OF ABUTMENT NO. B-027. A
 DX2777'STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2775 ***********************************************************************
 DX2775  DESIGNATION -  601 27 68
 DX2775  PID         -  DX2775
 DX2775  STATE/COUNTY-  CA/RIVERSIDE
 DX2775  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2775
 DX2775                         *CURRENT SURVEY CONTROL
 DX2775  ___________________________________________________________________
 DX2775* NAD 83(1986)-  33 54 28.     (N)    117 28 08.     (W)     SCALED    
 DX2775* NAVD 88     -       219.35   (+/-2cm)     719.7    (feet)  VERTCON   
 DX2775  ___________________________________________________________________
 DX2775  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DX2775  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2775
 DX2775.The horizontal coordinates were scaled from a topographic map and have
 DX2775.an estimated accuracy of +/- 6 seconds.
 DX2775
 DX2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2775.The vertical order pertains to the NGVD 29 superseded value.
 DX2775
 DX2775.The geoid height was determined by GEOID03.
 DX2775
 DX2775;                    North         East    Units  Estimated Accuracy
 DX2775;SPC CA 6     -   693,760.    1,887,270.      MT  (+/- 180 meters Scaled)
 DX2775
 DX2775                          SUPERSEDED SURVEY CONTROL
 DX2775
 DX2775  NGVD 29 (??/??/??)  218.591  (m)          717.16   (f) ADJUSTED    1 2
 DX2775
 DX2775.Superseded values are not recommended for survey control.
 DX2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2775.See file dsdata.txt to determine how the superseded data were derived.
 DX2775
 DX2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT566520(NAD 83)
 DX2775_MARKER: DD = SURVEY DISK
 DX2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2775_STAMPING: 601-27-68
 DX2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2775+STABILITY: SURFACE MOTION
 DX2775
 DX2775  HISTORY     - Date     Condition        Report By
 DX2775  HISTORY     - 1968     MONUMENTED       CA3070
 DX2775  HISTORY     - 1974     GOOD             CA-065
 DX2775  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2775
 DX2775                          STATION DESCRIPTION
 DX2775
 DX2775'DESCRIBED BY CITY OF RIVERSIDE CALIFORNIA 1968
 DX2775'1.5 MI SW FROM ARLINGTON.
 DX2775'ABOUT 1.5 MILES SOUTHWEST ALONG MAGNOLIA AVENUE FROM THE
 DX2775'RIVERSIDE PUBLIC LIBRARY, ARLINGTON BRANCH, TO THE INTERSECTION
 DX2775'OF MAGNOLIA AVENUE AND POLK STREET, 86 FEET SOUTHWEST OF THE
 DX2775'CENTERLINE OF POLK STREET, 9 FEET SOUTHEAST OF THE CENTERLINE
 DX2775'OF MAGNOLIA AVENUE, AND 14.5 FEET SOUTHEAST OF THE SOUTHEAST
 DX2775'RAIL OF THE PACIFIC ELECTRIC RAILROAD.  A STANDARD DISK IN
 DX2775'CONCRETE POST.  SET WOODEN GUARD POSTS 2 FEET SOUTH AND 2 FEET
 DX2775'NORTH OF MONUMENT.
 DX2775
 DX2775                          STATION RECOVERY (1974)
 DX2775
 DX2775'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2775'RECOVERED IN GOOD CONDITION.
 DX2775
 DX2775                          STATION RECOVERY (1977)
 DX2775
 DX2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2775'DUE TO NEW CONSTRUCTION OF MEDIAN AND THE REMOVAL OF THE PACIFIC
 DX2775'ELECTRIC RAILROAD, THE BENCH MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2774 ***********************************************************************
 DX2774  DESIGNATION -  601 28
 DX2774  PID         -  DX2774
 DX2774  STATE/COUNTY-  CA/RIVERSIDE
 DX2774  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2774
 DX2774                         *CURRENT SURVEY CONTROL
 DX2774  ___________________________________________________________________
 DX2774* NAD 83(1986)-  33 54 11.     (N)    117 28 32.     (W)     SCALED    
 DX2774* NAVD 88     -       217.79   (+/-2cm)     714.5    (feet)  VERTCON   
 DX2774  ___________________________________________________________________
 DX2774  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DX2774  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2774
 DX2774.The horizontal coordinates were scaled from a topographic map and have
 DX2774.an estimated accuracy of +/- 6 seconds.
 DX2774
 DX2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2774.The vertical order pertains to the NGVD 29 superseded value.
 DX2774
 DX2774.The geoid height was determined by GEOID03.
 DX2774
 DX2774;                    North         East    Units  Estimated Accuracy
 DX2774;SPC CA 6     -   693,240.    1,886,650.      MT  (+/- 180 meters Scaled)
 DX2774
 DX2774                          SUPERSEDED SURVEY CONTROL
 DX2774
 DX2774  NGVD 29 (??/??/??)  217.023  (m)          712.02   (f) ADJUSTED    1 2
 DX2774
 DX2774.Superseded values are not recommended for survey control.
 DX2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2774.See file dsdata.txt to determine how the superseded data were derived.
 DX2774
 DX2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT560515(NAD 83)
 DX2774_MARKER: DD = SURVEY DISK
 DX2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2774_STAMPING: 601-28-68
 DX2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2774+STABILITY: SURFACE MOTION
 DX2774
 DX2774  HISTORY     - Date     Condition        Report By
 DX2774  HISTORY     - 1968     MONUMENTED       CA2970
 DX2774
 DX2774                          STATION DESCRIPTION
 DX2774
 DX2774'DESCRIBED BY CITY OF REDONDO BEACH CALIFORNIA 1968
 DX2774'2 MI SW FROM ARLINGTON.
 DX2774'ABOUT 2 MILES SOUTHWEST ALONG MAGNOLIA AVENUE FROM THE RIVERSIDE
 DX2774'PUBLIC LIBRARY, ARLINGTON BRANCH, TO THE INTERSECTION OF MAGNOLIA
 DX2774'AVENUE AND LA SIERRA AVENUE, 92 FEET NORTHEAST OF THE
 DX2774'INTERSECTION OF MAGNOLIA AVENUE AND LA SIERRA AVENUE, 10.5 FEET
 DX2774'SOUTHEAST OF THE CENTERLINE OF MAGNOLIA AVENUE, 9.5 FEET SOUTH
 DX2774'OF A 24-INCH METAL POWER POLE.  A STANDARD DISK IN CONCRETE
 DX2774'POST 3 INCHES ABOVE GROUND.  SET WOODEN GUARD POST 1.5 FEET
 DX2774'SOUTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2773 ***********************************************************************
 DX2773  DESIGNATION -  601 28 RESET
 DX2773  PID         -  DX2773
 DX2773  STATE/COUNTY-  CA/RIVERSIDE
 DX2773  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2773
 DX2773                         *CURRENT SURVEY CONTROL
 DX2773  ___________________________________________________________________
 DX2773* NAD 83(1986)-  33 54 14.     (N)    117 28 33.     (W)     SCALED    
 DX2773* NAVD 88     -       217.889  (meters)     714.86   (feet)  READJUSTED
 DX2773  ___________________________________________________________________
 DX2773  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DX2773  DYNAMIC HT  -         217.650 (meters)     714.07  (feet)  COMP
 DX2773  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DX2773  OBS GRAVITY -     979,544.5   (mgal)                       GRAV_OBS
 DX2773
 DX2773  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2773
 DX2773.The horizontal coordinates were scaled from a topographic map and have
 DX2773.an estimated accuracy of +/- 6 seconds.
 DX2773
 DX2773.The orthometric height was determined by differential leveling
 DX2773.and adjusted in February 1993.
 DX2773.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2773.distribution rate of 0.0 thru 1.0 mm/km.
 DX2773.The height was derived from older observations constrained to new
 DX2773.heights in a crustal motion area.  The height is approximate in
 DX2773.relation to other heights in its vicinity.
 DX2773
 DX2773.The geoid height was determined by GEOID03.
 DX2773
 DX2773.The dynamic height is computed by dividing the NAVD 88
 DX2773.geopotential number by the normal gravity value computed on the
 DX2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2773.degrees latitude (g = 980.6199 gals.).
 DX2773
 DX2773.The modeled gravity was interpolated from observed gravity values.
 DX2773.The observed gravity was obtained from relative gravimeter ties
 DX2773.to the IGSN71 gravity network.
 DX2773
 DX2773;                    North         East    Units  Estimated Accuracy
 DX2773;SPC CA 6     -   693,330.    1,886,630.      MT  (+/- 180 meters Scaled)
 DX2773
 DX2773                          SUPERSEDED SURVEY CONTROL
 DX2773
 DX2773  NGVD 29 (??/??/92)  217.115  (m)          712.32   (f) ADJ UNCH    1 1
 DX2773
 DX2773.Superseded values are not recommended for survey control.
 DX2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2773.See file dsdata.txt to determine how the superseded data were derived.
 DX2773
 DX2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT560516(NAD 83)
 DX2773_MARKER: DD = SURVEY DISK
 DX2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2773_STAMPING: 601-28-RESET 1971
 DX2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2773+STABILITY: SURFACE MOTION
 DX2773
 DX2773  HISTORY     - Date     Condition        Report By
 DX2773  HISTORY     - 1971     MONUMENTED       CA-065
 DX2773  HISTORY     - 1977     GOOD             NGS
 DX2773  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2773
 DX2773                          STATION DESCRIPTION
 DX2773
 DX2773'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1971
 DX2773'AT ARLINGTON.
 DX2773'AT THE INTERSECTION OF LA SIERRA AND MAGNOLIA AVENUE 109 FEET
 DX2773'NORTHEAST OF LA SIERRA, 10.5 FEET SOUTHEAST OF THE CENTERLINE OF
 DX2773'MAGNOLIA AVENUE, 7 FEET NORTHEAST OF A 24 INCH METAL POWER POLE.
 DX2773'2 FEET SOUTHEAST OF A MARKER POST.  A BRASS DISK, STAMPED
 DX2773'601-28-RESET 1971, SET IN THE TOP OF A CONCRETE POST 6 INCHES
 DX2773'ABOVE GROUND.
 DX2773
 DX2773                          STATION RECOVERY (1977)
 DX2773
 DX2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2773'AT THE INTERSECTION OF LA SIERRA AND MAGNOLIA AVENUE, 109 FT.
 DX2773'NORTHEAST OF THE INTERSECTION OF LA SIERRA, 10.5 FT SOUTHWEST OF THE
 DX2773'CENTER LINE OF MAGNOLIA AVENUE, 7 FT. NORTHEAST OF A 24-INCH METAL
 DX2773'POWER POLE, 2 FT. SOUTHEAST OF A MARKER POST, A BRASS DISK STAMPED
 DX2773'601-28-RESET 1971, SET IN THE TOP OF A CONCRETE POST 6 INCHES ABOVE
 DX2773'GROUND.
 DX2773
 DX2773                          STATION RECOVERY (1988)
 DX2773
 DX2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2773'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3494 ***********************************************************************
 DX3494  DESIGNATION -  601 31 69 RESET
 DX3494  PID         -  DX3494
 DX3494  STATE/COUNTY-  CA/RIVERSIDE
 DX3494  USGS QUAD   -  CORONA NORTH (1981)
 DX3494
 DX3494                         *CURRENT SURVEY CONTROL
 DX3494  ___________________________________________________________________
 DX3494* NAD 83(1986)-  33 53 20.     (N)    117 30 06.     (W)     SCALED    
 DX3494* NAVD 88     -       210.484  (meters)     690.56   (feet)  READJUSTED
 DX3494  ___________________________________________________________________
 DX3494  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DX3494  DYNAMIC HT  -         210.250 (meters)     689.80  (feet)  COMP
 DX3494  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 DX3494  OBS GRAVITY -     979,540.3   (mgal)                       GRAV_OBS
 DX3494
 DX3494  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3494
 DX3494.The horizontal coordinates were scaled from a topographic map and have
 DX3494.an estimated accuracy of +/- 6 seconds.
 DX3494
 DX3494.The orthometric height was determined by differential leveling
 DX3494.and adjusted in February 1993.
 DX3494.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3494.distribution rate of 0.0 thru 1.0 mm/km.
 DX3494.The height was derived from older observations constrained to new
 DX3494.heights in a crustal motion area.  The height is approximate in
 DX3494.relation to other heights in its vicinity.
 DX3494
 DX3494.The geoid height was determined by GEOID03.
 DX3494
 DX3494.The dynamic height is computed by dividing the NAVD 88
 DX3494.geopotential number by the normal gravity value computed on the
 DX3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3494.degrees latitude (g = 980.6199 gals.).
 DX3494
 DX3494.The modeled gravity was interpolated from observed gravity values.
 DX3494.The observed gravity was obtained from relative gravimeter ties
 DX3494.to the IGSN71 gravity network.
 DX3494
 DX3494;                    North         East    Units  Estimated Accuracy
 DX3494;SPC CA 6     -   691,700.    1,884,220.      MT  (+/- 180 meters Scaled)
 DX3494
 DX3494                          SUPERSEDED SURVEY CONTROL
 DX3494
 DX3494  NGVD 29 (??/??/92)  209.712  (m)          688.03   (f) ADJ UNCH    1 1
 DX3494
 DX3494.Superseded values are not recommended for survey control.
 DX3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3494.See file dsdata.txt to determine how the superseded data were derived.
 DX3494
 DX3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT536499(NAD 83)
 DX3494_MARKER: DB = BENCH MARK DISK
 DX3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3494_SP_SET: CONCRETE POST
 DX3494_STAMPING: 601-31-69 RESET 1975
 DX3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3494+STABILITY: SURFACE MOTION
 DX3494
 DX3494  HISTORY     - Date     Condition        Report By
 DX3494  HISTORY     - 1975     MONUMENTED       CA-065
 DX3494  HISTORY     - 1977     GOOD             NGS
 DX3494  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX3494
 DX3494                          STATION DESCRIPTION
 DX3494
 DX3494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 DX3494'0.25 MI WEST FROM MAY.
 DX3494'0.25 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DX3494'MAY, AT THE INTERSECTION OF THE RAILROAD AND MAGNOLIA AVENUE, IN THE
 DX3494'MEDIAN OF THE AVENUE, 14.5 FT. NORTHWEST OF THE NORTHWEST TRACKS, 31.5
 DX3494'FT. SOUTHEAST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF MAGNOLIA,
 DX3494'47 FT. NORTHWEST OF THE NORTHBOUND LANES OF MAGNOLIA, 5 FT. NORTHEAST
 DX3494'OF THE NORTHEAST CORNER OF A CABLE BOX.
 DX3494
 DX3494                          STATION RECOVERY (1988)
 DX3494
 DX3494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3494'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2849 ***********************************************************************
 DX2849  DESIGNATION -  601 33
 DX2849  PID         -  DX2849
 DX2849  STATE/COUNTY-  CA/RIVERSIDE
 DX2849  USGS QUAD   -  CORONA NORTH (1981)
 DX2849
 DX2849                         *CURRENT SURVEY CONTROL
 DX2849  ___________________________________________________________________
 DX2849* NAD 83(1986)-  33 52 53.     (N)    117 31 21.     (W)     SCALED    
 DX2849* NAVD 88     -       204.34   (+/-2cm)     670.4    (feet)  VERTCON   
 DX2849  ___________________________________________________________________
 DX2849  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DX2849  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2849
 DX2849.The horizontal coordinates were scaled from a topographic map and have
 DX2849.an estimated accuracy of +/- 6 seconds.
 DX2849
 DX2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2849.The vertical order pertains to the NGVD 29 superseded value.
 DX2849
 DX2849.The geoid height was determined by GEOID03.
 DX2849
 DX2849;                    North         East    Units  Estimated Accuracy
 DX2849;SPC CA 6     -   690,890.    1,882,280.      MT  (+/- 180 meters Scaled)
 DX2849
 DX2849                          SUPERSEDED SURVEY CONTROL
 DX2849
 DX2849  NGVD 29 (??/??/??)  203.568  (m)          667.87   (f) ADJUSTED    1 2
 DX2849
 DX2849.Superseded values are not recommended for survey control.
 DX2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2849.See file dsdata.txt to determine how the superseded data were derived.
 DX2849
 DX2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT516491(NAD 83)
 DX2849_MARKER: DD = SURVEY DISK
 DX2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2849_STAMPING: 601-33-69
 DX2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2849+STABILITY: SURFACE MOTION
 DX2849
 DX2849  HISTORY     - Date     Condition        Report By
 DX2849  HISTORY     - 1969     MONUMENTED       CA-065
 DX2849  HISTORY     - 1974     GOOD             CA-065
 DX2849
 DX2849                          STATION DESCRIPTION
 DX2849
 DX2849'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2849'1.5 MI W FROM MAY.
 DX2849'1.5 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DX2849'MAY, RIVERSIDE COUNTY, 80 FEET WEST OF GRANT STREET, 11 FEET
 DX2849'NORTH EAST OF A RAILROAD SPUR LINE, 12 FEET WEST OF A POWER
 DX2849'POLE NO NUMBER, ON THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF
 DX2849'THE RAILROAD SPUR LINE BRIDGE.  A BRASS DISK SET ON TOP OF A
 DX2849'CONCRETE POST.
 DX2849
 DX2849                          STATION RECOVERY (1974)
 DX2849
 DX2849'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2852 ***********************************************************************
 DX2852  DESIGNATION -  601 34
 DX2852  PID         -  DX2852
 DX2852  STATE/COUNTY-  CA/RIVERSIDE
 DX2852  USGS QUAD   -  CORONA NORTH (1981)
 DX2852
 DX2852                         *CURRENT SURVEY CONTROL
 DX2852  ___________________________________________________________________
 DX2852* NAD 83(1986)-  33 52 44.     (N)    117 31 51.     (W)     SCALED    
 DX2852* NAVD 88     -       199.30   (+/-2cm)     653.9    (feet)  VERTCON   
 DX2852  ___________________________________________________________________
 DX2852  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DX2852  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2852
 DX2852.The horizontal coordinates were scaled from a topographic map and have
 DX2852.an estimated accuracy of +/- 6 seconds.
 DX2852
 DX2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2852.The vertical order pertains to the NGVD 29 superseded value.
 DX2852
 DX2852.The geoid height was determined by GEOID03.
 DX2852
 DX2852;                    North         East    Units  Estimated Accuracy
 DX2852;SPC CA 6     -   690,620.    1,881,510.      MT  (+/- 180 meters Scaled)
 DX2852
 DX2852                          SUPERSEDED SURVEY CONTROL
 DX2852
 DX2852  NGVD 29 (??/??/??)  198.527  (m)          651.33   (f) ADJUSTED    1 2
 DX2852
 DX2852.Superseded values are not recommended for survey control.
 DX2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2852.See file dsdata.txt to determine how the superseded data were derived.
 DX2852
 DX2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT509488(NAD 83)
 DX2852_MARKER: DD = SURVEY DISK
 DX2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2852_STAMPING: 601-34-69
 DX2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2852+STABILITY: SURFACE MOTION
 DX2852
 DX2852  HISTORY     - Date     Condition        Report By
 DX2852  HISTORY     - 1969     MONUMENTED       CA-065
 DX2852  HISTORY     - 1974     GOOD             CA-065
 DX2852
 DX2852                          STATION DESCRIPTION
 DX2852
 DX2852'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2852'2 MI W FROM MAY.
 DX2852'2.0 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DX2852'MAY, RIVERSIDE COUNTY, 39 FEET NORTH OF RAILROAD, 36 FEET EAST
 DX2852'OF TEMESCAL STREET, 3 FEET EAST OF A TELEGRAPH POLE, 1 FOOT
 DX2852'WEST OF A MARKER POST AND 6 IN ABOVE GROUND SET A BRASS DISK,
 DX2852'TOP OF A CONCRETE POST.
 DX2852
 DX2852                          STATION RECOVERY (1974)
 DX2852
 DX2852'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3496 ***********************************************************************
 DX3496  DESIGNATION -  601 34 69 RESET
 DX3496  PID         -  DX3496
 DX3496  STATE/COUNTY-  CA/RIVERSIDE
 DX3496  USGS QUAD   -  CORONA NORTH (1981)
 DX3496
 DX3496                         *CURRENT SURVEY CONTROL
 DX3496  ___________________________________________________________________
 DX3496* NAD 83(1986)-  33 52 43.     (N)    117 31 57.     (W)     SCALED    
 DX3496* NAVD 88     -       198.861  (meters)     652.43   (feet)  ADJUSTED  
 DX3496  ___________________________________________________________________
 DX3496  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DX3496  DYNAMIC HT  -         198.643 (meters)     651.71  (feet)  COMP
 DX3496  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 DX3496
 DX3496  VERT ORDER  -  FIRST     CLASS I
 DX3496
 DX3496.The horizontal coordinates were scaled from a topographic map and have
 DX3496.an estimated accuracy of +/- 6 seconds.
 DX3496
 DX3496.The orthometric height was determined by differential leveling
 DX3496.and adjusted in June 1991.
 DX3496
 DX3496.The geoid height was determined by GEOID03.
 DX3496
 DX3496.The dynamic height is computed by dividing the NAVD 88
 DX3496.geopotential number by the normal gravity value computed on the
 DX3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3496.degrees latitude (g = 980.6199 gals.).
 DX3496
 DX3496.The modeled gravity was interpolated from observed gravity values.
 DX3496
 DX3496;                    North         East    Units  Estimated Accuracy
 DX3496;SPC CA 6     -   690,590.    1,881,350.      MT  (+/- 180 meters Scaled)
 DX3496
 DX3496                          SUPERSEDED SURVEY CONTROL
 DX3496
 DX3496  NGVD 29 (??/??/92)  198.094  (m)          649.91   (f) ADJ UNCH    1 1
 DX3496
 DX3496.Superseded values are not recommended for survey control.
 DX3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3496.See file dsdata.txt to determine how the superseded data were derived.
 DX3496
 DX3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT507488(NAD 83)
 DX3496_MARKER: DB = BENCH MARK DISK
 DX3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3496_SP_SET: CONCRETE POST
 DX3496_STAMPING: 601-34-69 RESET 1975
 DX3496_MARK LOGO: CA-065
 DX3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3496+STABILITY: SURFACE MOTION
 DX3496
 DX3496  HISTORY     - Date     Condition        Report By
 DX3496  HISTORY     - 1975     MONUMENTED       CA-065
 DX3496  HISTORY     - 1978     GOOD             NGS
 DX3496  HISTORY     - 1988     GOOD             NGS
 DX3496
 DX3496                          STATION DESCRIPTION
 DX3496
 DX3496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DX3496'2.0 MI WEST FROM MAY.
 DX3496'2.0 MILES WEST ALONG ATCHISON, TOPEKA, AND SANTA FE RAILROAD, 48 FT.
 DX3496'SOUTH OF RAILROAD, 14 FT. WEST OF THE CENTER LINE PROLONGATION OF
 DX3496'TEMESCAL STREET, 32 FT. EAST OF TELEGRAPH POLE 1-SSGM, 3 FT. EAST OF
 DX3496'A 6-FT. CHAIN LINK FENCE CORNER, 15 FT. NORTH OF A TELEGRAPH GUY
 DX3496'POLE WITH METER BOX.
 DX3496
 DX3496                          STATION RECOVERY (1988)
 DX3496
 DX3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3496'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.00
 DX3496'MI) EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX3496'MAIN STREET CROSSING IN CORONA, AT THE NORTHEAST CORNER OF A CHAIN
 DX3496'LINK FENCE AROUND A BUILDING BEARING THE NAME ROBERT SHAW UNI-LINE
 DX3496'DIVISION, 14.6 M (47.9 FT) SOUTH OF THE SOUTH RAIL, 0.79 M (2.6 FT)
 DX3496'EAST OF THE FENCE CORNER, 0.45 M (1.5 FT) NORTH OF A GUY POLE WITH A
 DX3496'METER BOX, 0.42 M (1.4 FT) EAST OF A 4-INCH DIAMETER IRON PIPE
 DX3496'PROJECTING 0.6 M (2.0 FT).
 DX3496'THE MARK IS 0.6 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2853 ***********************************************************************
 DX2853  DESIGNATION -  601 35 69
 DX2853  PID         -  DX2853
 DX2853  STATE/COUNTY-  CA/RIVERSIDE
 DX2853  USGS QUAD   -  CORONA NORTH (1981)
 DX2853
 DX2853                         *CURRENT SURVEY CONTROL
 DX2853  ___________________________________________________________________
 DX2853* NAD 83(1986)-  33 52 40.     (N)    117 32 30.     (W)     SCALED    
 DX2853* NAVD 88     -       192.081  (meters)     630.19   (feet)  ADJUSTED  
 DX2853  ___________________________________________________________________
 DX2853  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DX2853  DYNAMIC HT  -         191.870 (meters)     629.49  (feet)  COMP
 DX2853  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 DX2853  OBS GRAVITY -     979,542.7   (mgal)                       GRAV_OBS
 DX2853
 DX2853  VERT ORDER  -  FIRST     CLASS I
 DX2853
 DX2853.The horizontal coordinates were scaled from a topographic map and have
 DX2853.an estimated accuracy of +/- 6 seconds.
 DX2853
 DX2853.The orthometric height was determined by differential leveling
 DX2853.and adjusted in June 1991.
 DX2853
 DX2853.The geoid height was determined by GEOID03.
 DX2853
 DX2853.The dynamic height is computed by dividing the NAVD 88
 DX2853.geopotential number by the normal gravity value computed on the
 DX2853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2853.degrees latitude (g = 980.6199 gals.).
 DX2853
 DX2853.The modeled gravity was interpolated from observed gravity values.
 DX2853.The observed gravity was obtained from relative gravimeter ties
 DX2853.to the IGSN71 gravity network.
 DX2853
 DX2853;                    North         East    Units  Estimated Accuracy
 DX2853;SPC CA 6     -   690,510.    1,880,500.      MT  (+/- 180 meters Scaled)
 DX2853
 DX2853                          SUPERSEDED SURVEY CONTROL
 DX2853
 DX2853  NGVD 29 (??/??/92)  191.313  (m)          627.67   (f) ADJ UNCH    1 1
 DX2853
 DX2853.Superseded values are not recommended for survey control.
 DX2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2853.See file dsdata.txt to determine how the superseded data were derived.
 DX2853
 DX2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT499487(NAD 83)
 DX2853_MARKER: DD = SURVEY DISK
 DX2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2853_SP_SET: CONCRETE POST
 DX2853_STAMPING: 601-35-69
 DX2853_MARK LOGO: CA-065
 DX2853_PROJECTION: FLUSH
 DX2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2853+STABILITY: SURFACE MOTION
 DX2853
 DX2853  HISTORY     - Date     Condition        Report By
 DX2853  HISTORY     - 1969     MONUMENTED       CA-065
 DX2853  HISTORY     - 1974     GOOD             CA-065
 DX2853  HISTORY     - 1978     GOOD             NGS
 DX2853  HISTORY     - 1988     GOOD             NGS
 DX2853
 DX2853                          STATION DESCRIPTION
 DX2853
 DX2853'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2853'1.5 MI E FROM CORONA.
 DX2853'1.5 MILES EAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX2853'FROM THE STATION AT CORONA, 34 FEET SOUTH OF THE MAIN LINE OF THE
 DX2853'A.T AND SF, 24 FEET NORTH OF A PRIVATE ROAD, 4 FEET WEST OF
 DX2853'POWER POLE 221146E, 2 FEET EAST OF MARKERPOST AND 6 IN ABOVE
 DX2853'GROUND SET A BRASS DISK TOP OF A CONCRETE POST.
 DX2853
 DX2853                          STATION RECOVERY (1974)
 DX2853
 DX2853'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2853'RECOVERED IN GOOD CONDITION.
 DX2853
 DX2853                          STATION RECOVERY (1978)
 DX2853
 DX2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2853'OMIT- 4 FT. WEST OF POWER POLE 221146E.
 DX2853'ADD- 62 FT. EAST OF POWER POLE 2039651 E.
 DX2853
 DX2853                          STATION RECOVERY (1988)
 DX2853
 DX2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2853'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 DX2853'MI) EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2853'MAIN STREET CROSSING IN CORONA, 7.9 M (25.9 FT) NORTH OF THE CENTER
 DX2853'OF A BLACK-TOP ROAD LEADING TO THE THAKAR ALUMINUM CORPORATION PLANT,
 DX2853'19.5 M (64.0 FT) WEST OF THE CENTER OF A ROAD CROSSING, 12.6 M (41.3
 DX2853'FT) EAST OF A TELEPHONE POLE WITH A TELEPHONE BOX ATTACHED, 2.1 M
 DX2853'(6.9 FT) SOUTH OF THE SOUTH RAIL OF A SPUR TRACK TO THE ALUMINUM
 DX2853'PLANT.
 DX2853'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST
 DX2853'THE MARK IS 0.2 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2863 ***********************************************************************
 DX2863  DESIGNATION -  601 37 69 RESET
 DX2863  PID         -  DX2863
 DX2863  STATE/COUNTY-  CA/RIVERSIDE
 DX2863  USGS QUAD   -  CORONA NORTH (1981)
 DX2863
 DX2863                         *CURRENT SURVEY CONTROL
 DX2863  ___________________________________________________________________
 DX2863* NAD 83(1986)-  33 52 56.     (N)    117 33 53.     (W)     SCALED    
 DX2863* NAVD 88     -       184.608  (meters)     605.67   (feet)  ADJUSTED  
 DX2863  ___________________________________________________________________
 DX2863  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DX2863  DYNAMIC HT  -         184.407 (meters)     605.01  (feet)  COMP
 DX2863  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DX2863
 DX2863  VERT ORDER  -  FIRST     CLASS I
 DX2863
 DX2863.The horizontal coordinates were scaled from a topographic map and have
 DX2863.an estimated accuracy of +/- 6 seconds.
 DX2863
 DX2863.The orthometric height was determined by differential leveling
 DX2863.and adjusted in June 1991.
 DX2863.WARNING-Repeat measurements at this control monument indicate possible
 DX2863.vertical movement.
 DX2863
 DX2863.The geoid height was determined by GEOID03.
 DX2863
 DX2863.The dynamic height is computed by dividing the NAVD 88
 DX2863.geopotential number by the normal gravity value computed on the
 DX2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2863.degrees latitude (g = 980.6199 gals.).
 DX2863
 DX2863.The modeled gravity was interpolated from observed gravity values.
 DX2863
 DX2863;                    North         East    Units  Estimated Accuracy
 DX2863;SPC CA 6     -   691,030.    1,878,380.      MT  (+/- 180 meters Scaled)
 DX2863
 DX2863                          SUPERSEDED SURVEY CONTROL
 DX2863
 DX2863  NGVD 29 (??/??/92)  183.849  (m)          603.18   (f) ADJ UNCH    1 1
 DX2863
 DX2863.Superseded values are not recommended for survey control.
 DX2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2863.See file dsdata.txt to determine how the superseded data were derived.
 DX2863
 DX2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT477492(NAD 83)
 DX2863_MARKER: DB = BENCH MARK DISK
 DX2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2863_SP_SET: CONCRETE POST
 DX2863_STAMPING: 601 37 69 RESET 1974
 DX2863_MARK LOGO: CA-065
 DX2863_PROJECTION: FLUSH
 DX2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2863+STABILITY: SURFACE MOTION
 DX2863
 DX2863  HISTORY     - Date     Condition        Report By
 DX2863  HISTORY     - 1974     MONUMENTED       CA-065
 DX2863  HISTORY     - 1978     GOOD             NGS
 DX2863  HISTORY     - 1988     GOOD             NGS
 DX2863
 DX2863                          STATION DESCRIPTION
 DX2863
 DX2863'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2863'AT CORONA STATION.
 DX2863'AT CORONA, RIV. CO., NEAR THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 DX2863'STATION, TWO TELEGRAPH POLES EAST OF HAMNER AVE. (MAIN ST.) NORTH
 DX2863'OF THE MAIN TRACKS, BETWEEN TWO SPUR LINES.  9.5 FT SOUTH OF
 DX2863'NORTH SPUR LINE, 9.0 FT NORTH OF SOUTH SPUR LINE, 5.0 FT EAST
 DX2863'OF TELEGRAPH POLE (NO NUMBER), 5.0 FT WEST OF SIGNAL BOX.  SET A
 DX2863'BRASS DISC IN CONCRETE POST UP 0.2 FT.
 DX2863
 DX2863                          STATION RECOVERY (1978)
 DX2863
 DX2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2863'OMIT- 5.0 FT. EAST OF TELEGRAPH POLE (NO NUMBER), 5.0 FT. WEST OF
 DX2863'SIGNAL BOX.
 DX2863'ADD- 204.0 FT. EAST OF THE CENTER LINE OF THE OVERPASS OF
 DX2863'MAIN STREET.
 DX2863
 DX2863                          STATION RECOVERY (1988)
 DX2863
 DX2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2863'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CORONA,
 DX2863'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD, BETWEEN TWO SIDE
 DX2863'TRACKS, 49 M (160.8 FT) EAST OF THE EAST SIDE OF THE MAIN STREET
 DX2863'CROSSING, 3.9 M (12.8 FT) NORTH OF THE NORTH RAIL OF THE THIRD SET OF
 DX2863'SIDE TRACKS FROM THE NORTH, 2.9 M (9.5 FT) SOUTH OF THE SOUTH RAIL OF
 DX2863'THE SECOND SET OF SIDE TRACKS FROM THE NORTH.
 DX2863'THE MARK IS 0.2 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2865 ***********************************************************************
 DX2865  DESIGNATION -  601 38 69 RESET
 DX2865  PID         -  DX2865
 DX2865  STATE/COUNTY-  CA/RIVERSIDE
 DX2865  USGS QUAD   -  CORONA NORTH (1981)
 DX2865
 DX2865                         *CURRENT SURVEY CONTROL
 DX2865  ___________________________________________________________________
 DX2865* NAD 83(1986)-  33 53 13.     (N)    117 34 31.     (W)     SCALED    
 DX2865* NAVD 88     -       181.061  (meters)     594.03   (feet)  ADJUSTED  
 DX2865  ___________________________________________________________________
 DX2865  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DX2865  DYNAMIC HT  -         180.863 (meters)     593.38  (feet)  COMP
 DX2865  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DX2865  OBS GRAVITY -     979,541.3   (mgal)                       GRAV_OBS
 DX2865
 DX2865  VERT ORDER  -  FIRST     CLASS I
 DX2865
 DX2865.The horizontal coordinates were scaled from a topographic map and have
 DX2865.an estimated accuracy of +/- 6 seconds.
 DX2865
 DX2865.The orthometric height was determined by differential leveling
 DX2865.and adjusted in June 1991.
 DX2865
 DX2865.The geoid height was determined by GEOID03.
 DX2865
 DX2865.The dynamic height is computed by dividing the NAVD 88
 DX2865.geopotential number by the normal gravity value computed on the
 DX2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2865.degrees latitude (g = 980.6199 gals.).
 DX2865
 DX2865.The modeled gravity was interpolated from observed gravity values.
 DX2865.The observed gravity was obtained from relative gravimeter ties
 DX2865.to the IGSN71 gravity network.
 DX2865
 DX2865;                    North         East    Units  Estimated Accuracy
 DX2865;SPC CA 6     -   691,570.    1,877,410.      MT  (+/- 180 meters Scaled)
 DX2865
 DX2865                          SUPERSEDED SURVEY CONTROL
 DX2865
 DX2865  NGVD 29 (??/??/92)  180.293  (m)          591.51   (f) ADJ UNCH    1 1
 DX2865
 DX2865.Superseded values are not recommended for survey control.
 DX2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2865.See file dsdata.txt to determine how the superseded data were derived.
 DX2865
 DX2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT468497(NAD 83)
 DX2865_MARKER: DD = SURVEY DISK
 DX2865_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX2865+WITH SETTING: PAVEMENT
 DX2865_SP_SET: SIGNAL BASE
 DX2865_STAMPING: 601 38 69 RESET 1974
 DX2865_MARK LOGO: CA-065
 DX2865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2865
 DX2865  HISTORY     - Date     Condition        Report By
 DX2865  HISTORY     - 1974     MONUMENTED       CA-065
 DX2865  HISTORY     - 1978     GOOD             NGS
 DX2865  HISTORY     - 1988     GOOD             NGS
 DX2865
 DX2865                          STATION DESCRIPTION
 DX2865
 DX2865'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2865'0.6 MI W FROM CORONA.
 DX2865'0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 DX2865'83.0 FT N.E. OF THE NE CORNER OF A LARGE CORREGATED METAL BUILDING,
 DX2865'79.0 FT SW OF TELEGRAPH POLE 1-G, 23.0 FT NORTH OF THE MAIN LINE
 DX2865'OF THE R/R, SET A BRASS DISC TOP OF A 4 FT X 4 FT CONCRETE BASE
 DX2865'OF A R/R SIGNAL TOWER AND 3 FT ABOVE THE GROUND.
 DX2865
 DX2865                          STATION RECOVERY (1978)
 DX2865
 DX2865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2865'RECOVERED IN GOOD CONDITION.
 DX2865
 DX2865                          STATION RECOVERY (1988)
 DX2865
 DX2865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2865'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 DX2865'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2865'MAIN STREET CROSSING IN CORONA, IN THE SOUTHEAST CORNER OF THE BASE
 DX2865'OF THE OVERHEAD RAILROAD SIGNAL NUMBERED 242, ACROSS THE RAILROAD
 DX2865'FROM A SIGNAL NUMBERED 241, ACROSS THE RAILROAD FROM THE NORTHEAST
 DX2865'CORNER OF A LARGE METAL BUILDING, 1.98 M (6.5 FT) NORTH OF THE NORTH
 DX2865'RAIL.
 DX2865'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2868 ***********************************************************************
 DX2868  DESIGNATION -  601 39 69
 DX2868  PID         -  DX2868
 DX2868  STATE/COUNTY-  CA/RIVERSIDE
 DX2868  USGS QUAD   -  CORONA NORTH (1981)
 DX2868
 DX2868                         *CURRENT SURVEY CONTROL
 DX2868  ___________________________________________________________________
 DX2868* NAD 83(1986)-  33 53 23.     (N)    117 34 53.     (W)     SCALED    
 DX2868* NAVD 88     -       181.560  (meters)     595.67   (feet)  ADJUSTED  
 DX2868  ___________________________________________________________________
 DX2868  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DX2868  DYNAMIC HT  -         181.361 (meters)     595.02  (feet)  COMP
 DX2868  MODELED GRAV-     979,537.4   (mgal)                       NAVD 88
 DX2868
 DX2868  VERT ORDER  -  FIRST     CLASS I
 DX2868
 DX2868.The horizontal coordinates were scaled from a topographic map and have
 DX2868.an estimated accuracy of +/- 6 seconds.
 DX2868
 DX2868.The orthometric height was determined by differential leveling
 DX2868.and adjusted in June 1991.
 DX2868.WARNING-Repeat measurements at this control monument indicate possible
 DX2868.vertical movement.
 DX2868
 DX2868.The geoid height was determined by GEOID03.
 DX2868
 DX2868.The dynamic height is computed by dividing the NAVD 88
 DX2868.geopotential number by the normal gravity value computed on the
 DX2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2868.degrees latitude (g = 980.6199 gals.).
 DX2868
 DX2868.The modeled gravity was interpolated from observed gravity values.
 DX2868
 DX2868;                    North         East    Units  Estimated Accuracy
 DX2868;SPC CA 6     -   691,880.    1,876,840.      MT  (+/- 180 meters Scaled)
 DX2868
 DX2868                          SUPERSEDED SURVEY CONTROL
 DX2868
 DX2868  NGVD 29 (??/??/92)  180.786  (m)          593.13   (f) ADJ UNCH    1 1
 DX2868
 DX2868.Superseded values are not recommended for survey control.
 DX2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2868.See file dsdata.txt to determine how the superseded data were derived.
 DX2868
 DX2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT462500(NAD 83)
 DX2868_MARKER: DD = SURVEY DISK
 DX2868_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DX2868+WITH SETTING: PAVEMENT
 DX2868_SP_SET: SIGNAL BASE
 DX2868_STAMPING: 601-39-69
 DX2868_MARK LOGO: NONE  
 DX2868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2868+STABILITY: SURFACE MOTION
 DX2868
 DX2868  HISTORY     - Date     Condition        Report By
 DX2868  HISTORY     - 1969     MONUMENTED       CA-065
 DX2868  HISTORY     - 1974     GOOD             CA-065
 DX2868  HISTORY     - 1978     GOOD             NGS
 DX2868  HISTORY     - 1988     GOOD             NGS
 DX2868  HISTORY     - 2004     GOOD             RCFC
 DX2868
 DX2868                          STATION DESCRIPTION
 DX2868
 DX2868'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2868'1 MI W FROM CORONA.
 DX2868'1.0 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DX2868'STATION IN CORONA, 187 FEET EAST OF GARFIELD ST, 24 FEET NORTH
 DX2868'OF MAIN LINE RAILROAD TRACK, 23 FEET SOUTH OF TELEGRAPH POLE 46,
 DX2868'SET A BRASS DISK TOP OF SOUTHWEST CORNER OF 2 FT BY 3 FT CONCRETE
 DX2868'BASE OF A CONTROL BOX 6 INCHES ABOVE GROUND.
 DX2868
 DX2868                          STATION RECOVERY (1974)
 DX2868
 DX2868'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2868'RECOVERED IN GOOD CONDITION.
 DX2868
 DX2868                          STATION RECOVERY (1978)
 DX2868
 DX2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2868'RECOVERED IN GOOD CONDITION.
 DX2868
 DX2868                          STATION RECOVERY (1988)
 DX2868
 DX2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2868'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 DX2868'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2868'MAIN STREET CROSSING IN CORONA, 3 TELEPHONE POLES WEST OF THE LINCOLN
 DX2868'AVENUE CROSSING, IN THE SOUTHWEST CORNER OF A CONTROL SIGNAL BASE,
 DX2868'2.1 M (6.9 FT) NORTH OF THE NORTH RAIL.
 DX2868
 DX2868                          STATION RECOVERY (2004)
 DX2868
 DX2868'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2004 (RG)
 DX2868'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1131 ***********************************************************************
 EV1131  DESIGNATION -  601 4
 EV1131  PID         -  EV1131
 EV1131  STATE/COUNTY-  CA/RIVERSIDE
 EV1131  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1131
 EV1131                         *CURRENT SURVEY CONTROL
 EV1131  ___________________________________________________________________
 EV1131* NAD 83(1986)-  34 00 32.     (N)    117 20 02.     (W)     SCALED    
 EV1131* NAVD 88     -       292.17   (+/-2cm)     958.6    (feet)  VERTCON   
 EV1131  ___________________________________________________________________
 EV1131  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EV1131  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1131
 EV1131.The horizontal coordinates were scaled from a topographic map and have
 EV1131.an estimated accuracy of +/- 6 seconds.
 EV1131
 EV1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1131.The vertical order pertains to the NGVD 29 superseded value.
 EV1131
 EV1131.The geoid height was determined by GEOID03.
 EV1131
 EV1131;                    North         East    Units  Estimated Accuracy
 EV1131;SPC CA 6     -   704,840.    1,899,880.      MT  (+/- 180 meters Scaled)
 EV1131
 EV1131                          SUPERSEDED SURVEY CONTROL
 EV1131
 EV1131  NGVD 29 (??/??/92)  291.403  (m)          956.04   (f) ADJ UNCH    1 2
 EV1131
 EV1131.Superseded values are not recommended for survey control.
 EV1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1131.See file dsdata.txt to determine how the superseded data were derived.
 EV1131
 EV1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT691631(NAD 83)
 EV1131_MARKER: DD = SURVEY DISK
 EV1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1131_STAMPING: 601-4-68
 EV1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1131+STABILITY: SURFACE MOTION
 EV1131
 EV1131  HISTORY     - Date     Condition        Report By
 EV1131  HISTORY     - 1969     MONUMENTED       CA-065
 EV1131
 EV1131                          STATION DESCRIPTION
 EV1131
 EV1131'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 EV1131'0.45 MI S FROM HIGHGROVE.
 EV1131'ABOUT 0.45 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1131'RAILWAY FROM THE CENTER STREET CROSSING AT HIGHGROVE, 400 FEET
 EV1131'NORTH OF THE CROSSING AT CITRUS AVENUE, 25 FEET EAST OF THE EAST
 EV1131'RAIL, 22 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD DISK IN CON-
 EV1131'CRETE POST 1 FOOT LOWER THAN THE TRACK.  SET GUARD POST 2 FEET WEST
 EV1131'OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3190 ***********************************************************************
 EV3190  DESIGNATION -  601 4 68 RESET
 EV3190  PID         -  EV3190
 EV3190  STATE/COUNTY-  CA/RIVERSIDE
 EV3190  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV3190
 EV3190                         *CURRENT SURVEY CONTROL
 EV3190  ___________________________________________________________________
 EV3190* NAD 83(1986)-  34 00 31.     (N)    117 20 20.     (W)     SCALED    
 EV3190* NAVD 88     -       292.16   (+/-2cm)     958.5    (feet)  VERTCON   
 EV3190  ___________________________________________________________________
 EV3190  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 EV3190  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3190
 EV3190.The horizontal coordinates were scaled from a topographic map and have
 EV3190.an estimated accuracy of +/- 6 seconds.
 EV3190
 EV3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3190.The vertical order pertains to the NGVD 29 superseded value.
 EV3190
 EV3190.The geoid height was determined by GEOID03.
 EV3190
 EV3190;                    North         East    Units  Estimated Accuracy
 EV3190;SPC CA 6     -   704,810.    1,899,410.      MT  (+/- 180 meters Scaled)
 EV3190
 EV3190                          SUPERSEDED SURVEY CONTROL
 EV3190
 EV3190  NGVD 29 (??/??/92)  291.39   (m)          956.0    (f) COMPUTED    1 2
 EV3190
 EV3190.Superseded values are not recommended for survey control.
 EV3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3190.See file dsdata.txt to determine how the superseded data were derived.
 EV3190
 EV3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT687631(NAD 83)
 EV3190_MARKER: DB = BENCH MARK DISK
 EV3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3190_SP_SET: CONCRETE POST
 EV3190_STAMPING: 601-4-68 RESET 1974
 EV3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3190+STABILITY: SURFACE MOTION
 EV3190
 EV3190  HISTORY     - Date     Condition        Report By
 EV3190  HISTORY     - 1974     MONUMENTED       CA-065
 EV3190  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV3190
 EV3190                          STATION DESCRIPTION
 EV3190
 EV3190'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1974
 EV3190'0.45 MI. S. FROM HIGHGROVE.
 EV3190'ABOUT 0.45 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILWAY
 EV3190'FROM THE CENTER STREET CROSSING AT HIGHGROVE, 400.0 FT. NORTH OF THE
 EV3190'CROSSING AT CITRUS AVE., 54.5 FT. SOUTH OF A POWER POLE (NO  NUMBER),
 EV3190'33.5 FT. EAST OF THE EAST RAIL.  SET A STANDARD DISK IN A CONCRETE
 EV3190'POST UP 0.2 FT.
 EV3190
 EV3190                          STATION RECOVERY (1978)
 EV3190
 EV3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3190'MARK HAS APPARENTLY BEEN BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2869 ***********************************************************************
 DX2869  DESIGNATION -  601 40 69
 DX2869  PID         -  DX2869
 DX2869  STATE/COUNTY-  CA/RIVERSIDE
 DX2869  USGS QUAD   -  CORONA NORTH (1981)
 DX2869
 DX2869                         *CURRENT SURVEY CONTROL
 DX2869  ___________________________________________________________________
 DX2869* NAD 83(1986)-  33 53 22.     (N)    117 35 30.     (W)     SCALED    
 DX2869* NAVD 88     -       185.440  (meters)     608.40   (feet)  ADJUSTED  
 DX2869  ___________________________________________________________________
 DX2869  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DX2869  DYNAMIC HT  -         185.236 (meters)     607.73  (feet)  COMP
 DX2869  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DX2869
 DX2869  VERT ORDER  -  FIRST     CLASS I
 DX2869
 DX2869.The horizontal coordinates were scaled from a topographic map and have
 DX2869.an estimated accuracy of +/- 6 seconds.
 DX2869
 DX2869.The orthometric height was determined by differential leveling
 DX2869.and adjusted in June 1991.
 DX2869.WARNING-Repeat measurements at this control monument indicate possible
 DX2869.vertical movement.
 DX2869
 DX2869.The geoid height was determined by GEOID03.
 DX2869
 DX2869.The dynamic height is computed by dividing the NAVD 88
 DX2869.geopotential number by the normal gravity value computed on the
 DX2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2869.degrees latitude (g = 980.6199 gals.).
 DX2869
 DX2869.The modeled gravity was interpolated from observed gravity values.
 DX2869
 DX2869;                    North         East    Units  Estimated Accuracy
 DX2869;SPC CA 6     -   691,860.    1,875,890.      MT  (+/- 180 meters Scaled)
 DX2869
 DX2869                          SUPERSEDED SURVEY CONTROL
 DX2869
 DX2869  NGVD 29 (??/??/92)  184.670  (m)          605.87   (f) ADJ UNCH    1 1
 DX2869
 DX2869.Superseded values are not recommended for survey control.
 DX2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2869.See file dsdata.txt to determine how the superseded data were derived.
 DX2869
 DX2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT452500(NAD 83)
 DX2869_MARKER: DD = SURVEY DISK
 DX2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2869_SP_SET: CONCRETE POST
 DX2869_STAMPING: 601-40-69
 DX2869_MARK LOGO: NONE  
 DX2869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2869+STABILITY: SURFACE MOTION
 DX2869
 DX2869  HISTORY     - Date     Condition        Report By
 DX2869  HISTORY     - 1969     MONUMENTED       CA-065
 DX2869  HISTORY     - 1974     GOOD             CA-065
 DX2869  HISTORY     - 1978     GOOD             NGS
 DX2869  HISTORY     - 1988     GOOD             NGS
 DX2869  HISTORY     - 2004     GOOD             RCFC
 DX2869
 DX2869                          STATION DESCRIPTION
 DX2869
 DX2869'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2869'1.6 MI W FROM CORONA.
 DX2869'1.6 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DX2869'THE STATION IN CORONA, 335 FEET EAST OF SMITH ROAD ALONG RAILROAD
 DX2869'TRACK, 54 FEET SOUTH OF MAINLINE OF A.T. AND SF RAILROAD TRACKS,
 DX2869'7 FEET SOUTHEAST OF POWER POLE 1571163E, 4 FEET NORTHEAST OF THE
 DX2869'CORNER OF A 6 FT CHAIN LINK FENCE, 2 FEET EAST OF A MARKER POST,
 DX2869'SET A BRASS DISK 6 IN ABOVE GROUND.
 DX2869
 DX2869                          STATION RECOVERY (1974)
 DX2869
 DX2869'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2869'RECOVERED IN GOOD CONDITION.
 DX2869
 DX2869                          STATION RECOVERY (1978)
 DX2869
 DX2869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2869'RECOVERED IN GOOD CONDITION.
 DX2869
 DX2869                          STATION RECOVERY (1988)
 DX2869
 DX2869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2869'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.5 KM (1.55
 DX2869'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2869'MAIN STREET CROSSING IN CORONA, AT THE NORTHWEST CORNER OF A CHAIN
 DX2869'LINK FENCE, 102 M (334.6 FT) EAST OF THE CENTERLINE OF SMITH ROAD,
 DX2869'16.4 M (53.8 FT) SOUTH OF THE SOUTH RAIL, 2.1 M (6.9 FT) SOUTHEAST OF
 DX2869'A POWER POLE NUMBERED 1571163-E, 1.2 M (3.9 FT) NORTHEAST OF THE
 DX2869'FENCE CORNER.
 DX2869'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 DX2869'THE MARK IS 0.9 M ABOVE THE RAILROAD.
 DX2869
 DX2869                          STATION RECOVERY (2004)
 DX2869
 DX2869'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2004 (RG)
 DX2869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2872 ***********************************************************************
 DX2872  DESIGNATION -  601 41 69
 DX2872  PID         -  DX2872
 DX2872  STATE/COUNTY-  CA/RIVERSIDE
 DX2872  USGS QUAD   -  CORONA NORTH (1981)
 DX2872
 DX2872                         *CURRENT SURVEY CONTROL
 DX2872  ___________________________________________________________________
 DX2872* NAD 83(1986)-  33 53 13.     (N)    117 36 23.     (W)     SCALED    
 DX2872* NAVD 88     -       186.559  (meters)     612.07   (feet)  ADJUSTED  
 DX2872  ___________________________________________________________________
 DX2872  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DX2872  DYNAMIC HT  -         186.353 (meters)     611.39  (feet)  COMP
 DX2872  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 DX2872
 DX2872  VERT ORDER  -  FIRST     CLASS I
 DX2872
 DX2872.The horizontal coordinates were scaled from a topographic map and have
 DX2872.an estimated accuracy of +/- 6 seconds.
 DX2872
 DX2872.The orthometric height was determined by differential leveling
 DX2872.and adjusted in June 1991.
 DX2872.WARNING-Repeat measurements at this control monument indicate possible
 DX2872.vertical movement.
 DX2872
 DX2872.The geoid height was determined by GEOID03.
 DX2872
 DX2872.The dynamic height is computed by dividing the NAVD 88
 DX2872.geopotential number by the normal gravity value computed on the
 DX2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2872.degrees latitude (g = 980.6199 gals.).
 DX2872
 DX2872.The modeled gravity was interpolated from observed gravity values.
 DX2872
 DX2872;                    North         East    Units  Estimated Accuracy
 DX2872;SPC CA 6     -   691,610.    1,874,530.      MT  (+/- 180 meters Scaled)
 DX2872
 DX2872                          SUPERSEDED SURVEY CONTROL
 DX2872
 DX2872  NGVD 29 (??/??/92)  185.815  (m)          609.63   (f) ADJ UNCH    1 1
 DX2872
 DX2872.Superseded values are not recommended for survey control.
 DX2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2872.See file dsdata.txt to determine how the superseded data were derived.
 DX2872
 DX2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT439497(NAD 83)
 DX2872_MARKER: DB = BENCH MARK DISK
 DX2872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2872_SP_SET: CULVERT HEADWALL
 DX2872_STAMPING: 601-41-69
 DX2872_MARK LOGO: CA-065
 DX2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2872+STABILITY: SURFACE MOTION
 DX2872
 DX2872  HISTORY     - Date     Condition        Report By
 DX2872  HISTORY     - 1969     MONUMENTED       CA-065
 DX2872  HISTORY     - 1974     GOOD             CA-065
 DX2872  HISTORY     - 1977     GOOD             NGS
 DX2872  HISTORY     - 1988     GOOD             NGS
 DX2872
 DX2872                          STATION DESCRIPTION
 DX2872
 DX2872'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2872'2.4 MI W FROM CORONA.
 DX2872'2.4 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILROAD LINE
 DX2872'FROM STATION IN CORONA, 0.8 MILES WEST OF SMITH ROAD ALONG
 DX2872'RAILROAD TRACK, 216 FEET EAST OF POWER POLE 1802660E, 85 FEET
 DX2872'SOUTH OF THE MAINLINE OF A.T AND SF RAILROAD TRACKS, SET A BRASS
 DX2872'DISK TOP OF A 1 FT BY 18 FT CONCRETE HEADWALL, 3 FEET WEST OF THE
 DX2872'EAST END OF THE HEADWALL.
 DX2872
 DX2872                          STATION RECOVERY (1974)
 DX2872
 DX2872'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2872'RECOVERED IN GOOD CONDITION.
 DX2872
 DX2872                          STATION RECOVERY (1977)
 DX2872
 DX2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2872'RECOVERED IN GOOD CONDITION.
 DX2872
 DX2872                          STATION RECOVERY (1988)
 DX2872
 DX2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2872'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 DX2872'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2872'MAIN STREET CROSSING IN CORONA, 1.2 KM (0.75 MI) WEST OF SMITH ROAD,
 DX2872'IN TOP AND 0.9 M (3.0 FT) WEST OF THE EAST END OF A 5.4 M (17.7 FT)
 DX2872'LONG CULVERT HEADWALL, 25.9 M (85.0 FT) SOUTH OF THE SOUTH RAIL.
 DX2872'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2874 ***********************************************************************
 DX2874  DESIGNATION -  601 42 69
 DX2874  PID         -  DX2874
 DX2874  STATE/COUNTY-  CA/RIVERSIDE
 DX2874  USGS QUAD   -  CORONA NORTH (1981)
 DX2874
 DX2874                         *CURRENT SURVEY CONTROL
 DX2874  ___________________________________________________________________
 DX2874* NAD 83(1986)-  33 53 09.     (N)    117 36 50.     (W)     SCALED    
 DX2874* NAVD 88     -       180.977  (meters)     593.76   (feet)  ADJUSTED  
 DX2874  ___________________________________________________________________
 DX2874  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DX2874  DYNAMIC HT  -         180.778 (meters)     593.10  (feet)  COMP
 DX2874  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 DX2874
 DX2874  VERT ORDER  -  FIRST     CLASS I
 DX2874
 DX2874.The horizontal coordinates were scaled from a topographic map and have
 DX2874.an estimated accuracy of +/- 6 seconds.
 DX2874
 DX2874.The orthometric height was determined by differential leveling
 DX2874.and adjusted in June 1991.
 DX2874.WARNING-Repeat measurements at this control monument indicate possible
 DX2874.vertical movement.
 DX2874
 DX2874.The geoid height was determined by GEOID03.
 DX2874
 DX2874.The dynamic height is computed by dividing the NAVD 88
 DX2874.geopotential number by the normal gravity value computed on the
 DX2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2874.degrees latitude (g = 980.6199 gals.).
 DX2874
 DX2874.The modeled gravity was interpolated from observed gravity values.
 DX2874
 DX2874;                    North         East    Units  Estimated Accuracy
 DX2874;SPC CA 6     -   691,490.    1,873,830.      MT  (+/- 180 meters Scaled)
 DX2874
 DX2874                          SUPERSEDED SURVEY CONTROL
 DX2874
 DX2874  NGVD 29 (??/??/92)  180.232  (m)          591.31   (f) ADJ UNCH    1 1
 DX2874
 DX2874.Superseded values are not recommended for survey control.
 DX2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2874.See file dsdata.txt to determine how the superseded data were derived.
 DX2874
 DX2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT432496(NAD 83)
 DX2874_MARKER: DD = SURVEY DISK
 DX2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2874_SP_SET: CONCRETE POST
 DX2874_STAMPING: 601-42-69
 DX2874_MARK LOGO: CA-065
 DX2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2874+STABILITY: SURFACE MOTION
 DX2874
 DX2874  HISTORY     - Date     Condition        Report By
 DX2874  HISTORY     - 1969     MONUMENTED       CA-065
 DX2874  HISTORY     - 1974     GOOD             CA-065
 DX2874  HISTORY     - 1978     GOOD             NGS
 DX2874  HISTORY     - 1988     GOOD             NGS
 DX2874
 DX2874                          STATION DESCRIPTION
 DX2874
 DX2874'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2874'2.9 MI W FROM CORONA.
 DX2874'2.9 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILROAD LINE
 DX2874'FROM STATION IN CORONA, 1.3 MILES WEST OF SMITH ROAD ALONG
 DX2874'RAILROAD TRACKS, 305 FEET WEST OF MILE MARKER 27, 16 FEET NORTH
 DX2874'OF MAINLINE OF A.T AND SF RAILROAD TRACKS, 8 FEET EAST OF SIGNAL
 DX2874'TOWER 271, 1 FOOT SOUTH OF MARKER POST, SET A BRASS DISK IN
 DX2874'CONCRETE POST 6 IN ABOVE SURFACE OF GROUND.
 DX2874
 DX2874                          STATION RECOVERY (1974)
 DX2874
 DX2874'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2874'RECOVERED IN GOOD CONDITION.
 DX2874
 DX2874                          STATION RECOVERY (1978)
 DX2874
 DX2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2874'RECOVERED IN GOOD CONDITION.
 DX2874
 DX2874                          STATION RECOVERY (1988)
 DX2874
 DX2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2874'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.6 KM (2.85
 DX2874'MI) WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2874'CROSSING OF MAIN STREET IN CORONA, ALSO 3.9 KM (2.40 MI) EAST ALONG
 DX2874'THE RAILROAD FROM THE STATE HIGHWAY 91 OVERPASS IN PRADO DAM, 0.16 KM
 DX2874'(0.10 MI) EAST OF POMONA-RINCON ROAD, 3.9 M (12.8 FT) NORTH OF THE
 DX2874'NORTH RAIL, 2.4 M (7.9 FT) EAST OF THE RAILROAD SIGNAL 271.
 DX2874'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 DX2874'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2877 ***********************************************************************
 DX2877  DESIGNATION -  601 43
 DX2877  PID         -  DX2877
 DX2877  STATE/COUNTY-  CA/RIVERSIDE
 DX2877  USGS QUAD   -  PRADO DAM (1981)
 DX2877
 DX2877                         *CURRENT SURVEY CONTROL
 DX2877  ___________________________________________________________________
 DX2877* NAD 83(1986)-  33 52 59.     (N)    117 38 00.     (W)     SCALED    
 DX2877* NAVD 88     -       164.41   (+/-2cm)     539.4    (feet)  VERTCON   
 DX2877  ___________________________________________________________________
 DX2877  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DX2877  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2877
 DX2877.The horizontal coordinates were scaled from a topographic map and have
 DX2877.an estimated accuracy of +/- 6 seconds.
 DX2877
 DX2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2877.The vertical order pertains to the NGVD 29 superseded value.
 DX2877
 DX2877.The geoid height was determined by GEOID03.
 DX2877
 DX2877;                    North         East    Units  Estimated Accuracy
 DX2877;SPC CA 6     -   691,210.    1,872,030.      MT  (+/- 180 meters Scaled)
 DX2877
 DX2877                          SUPERSEDED SURVEY CONTROL
 DX2877
 DX2877  NGVD 29 (??/??/92)  163.66   (m)          536.9    (f) COMPUTED    1 2
 DX2877
 DX2877.Superseded values are not recommended for survey control.
 DX2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2877.See file dsdata.txt to determine how the superseded data were derived.
 DX2877
 DX2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT414493(NAD 83)
 DX2877_MARKER: DD = SURVEY DISK
 DX2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2877_STAMPING: 601-43-69
 DX2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2877+STABILITY: SURFACE MOTION
 DX2877
 DX2877  HISTORY     - Date     Condition        Report By
 DX2877  HISTORY     - 1969     MONUMENTED       CA-065
 DX2877
 DX2877                          STATION DESCRIPTION
 DX2877
 DX2877'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2877'1 MI E FROM PRADO DAM.
 DX2877'1.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DX2877'FROM THE SIGN POST AT PRADO DAM, 15 FEET NORTH OF THE TRACKS
 DX2877'AND 1 FOOT LOWER THAN THE TRACK, 6 FEET EAST OF A RAILWAY SIGNAL
 DX2877'AND 1 FOOT SOUTH OF A MARKER POST, SET A BRASS DISK IN A CONCRETE
 DX2877'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2883 ***********************************************************************
 DX2883  DESIGNATION -  601 44 69
 DX2883  PID         -  DX2883
 DX2883  STATE/COUNTY-  CA/RIVERSIDE
 DX2883  USGS QUAD   -  PRADO DAM (1981)
 DX2883
 DX2883                         *CURRENT SURVEY CONTROL
 DX2883  ___________________________________________________________________
 DX2883* NAD 83(1986)-  33 52 45.     (N)    117 38 59.     (W)     SCALED    
 DX2883* NAVD 88     -       154.631  (meters)     507.32   (feet)  ADJUSTED  
 DX2883  ___________________________________________________________________
 DX2883  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DX2883  DYNAMIC HT  -         154.461 (meters)     506.76  (feet)  COMP
 DX2883  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 DX2883  OBS GRAVITY -     979,538.1   (mgal)                       GRAV_OBS
 DX2883
 DX2883  VERT ORDER  -  FIRST     CLASS I
 DX2883
 DX2883.The horizontal coordinates were scaled from a topographic map and have
 DX2883.an estimated accuracy of +/- 6 seconds.
 DX2883
 DX2883.The orthometric height was determined by differential leveling
 DX2883.and adjusted in June 1991.
 DX2883
 DX2883.The geoid height was determined by GEOID03.
 DX2883
 DX2883.The dynamic height is computed by dividing the NAVD 88
 DX2883.geopotential number by the normal gravity value computed on the
 DX2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2883.degrees latitude (g = 980.6199 gals.).
 DX2883
 DX2883.The modeled gravity was interpolated from observed gravity values.
 DX2883.The observed gravity was obtained from relative gravimeter ties
 DX2883.to the IGSN71 gravity network.
 DX2883
 DX2883;                    North         East    Units  Estimated Accuracy
 DX2883;SPC CA 6     -   690,800.    1,870,510.      MT  (+/- 180 meters Scaled)
 DX2883
 DX2883                          SUPERSEDED SURVEY CONTROL
 DX2883
 DX2883  NGVD 29 (??/??/92)  153.868  (m)          504.82   (f) ADJ UNCH    1 1
 DX2883
 DX2883.Superseded values are not recommended for survey control.
 DX2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2883.See file dsdata.txt to determine how the superseded data were derived.
 DX2883
 DX2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT399489(NAD 83)
 DX2883_MARKER: DD = SURVEY DISK
 DX2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2883_SP_SET: CONCRETE POST
 DX2883_STAMPING: 601-44-69
 DX2883_MARK LOGO: CA-065
 DX2883_PROJECTION: RECESSED 18 CENTIMETERS
 DX2883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2883+STABILITY: SURFACE MOTION
 DX2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2883+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 DX2883
 DX2883  HISTORY     - Date     Condition        Report By
 DX2883  HISTORY     - 1969     MONUMENTED       CA-065
 DX2883  HISTORY     - 1974     GOOD             CA-065
 DX2883  HISTORY     - 1977     GOOD             NGS
 DX2883  HISTORY     - 1988     GOOD             NGS
 DX2883  HISTORY     - 19951101 GOOD             MWDSC
 DX2883
 DX2883                          STATION DESCRIPTION
 DX2883
 DX2883'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2883'AT PRADO DAM.
 DX2883'5 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILROAD LINE
 DX2883'FROM STATION IN CORONA, 153 FEET EAST OF CONCRETE HEADWALL 4 FT
 DX2883'BY 6 IN DATED 1938, 137 FEET SOUTH OF TELEGRAPH POLE 346, 113
 DX2883'FEET NORTH OF CENTER LINE OF WEST BOUND LANE OF HIGHWAY 91, 50
 DX2883'FEET SOUTH OF MAIN LINE OF ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DX2883'TRACKS, 3 FEET EAST OF PRADO DAM SIGN POST, 1 FOOT WEST OF MARKER
 DX2883'POST, SET A BRASS DISK IN CONCRETE POST 6 IN ABOVE GROUND.
 DX2883
 DX2883                          STATION RECOVERY (1974)
 DX2883
 DX2883'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2883'RECOVERED IN GOOD CONDITION.
 DX2883
 DX2883                          STATION RECOVERY (1977)
 DX2883
 DX2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2883'AT PRADO DAM, 0.4 MILES EAST ALONG ATCHISON, TOPEKA AND SANTA FE
 DX2883'RAILROAD FROM THE OVERPASS OF HIGHWAY 91, 153 FT. EAST OF A CONCRETE
 DX2883'HEADWALL DATED 1938 UNDER THE RAILROAD, 137 FT. SOUTH OF TELEGRAPH
 DX2883'POLE NUMBER 34G, 113 FT. NORTH OF CENTER LINE OF WESTBOUND LANE OF
 DX2883'OLD HIGHWAY 91, 50 FT. SOUTH OF MAIN LINE OF RAILROAD TRACKS, 3.0
 DX2883'FT. EAST OF AN 8-INCH BY 8-INCH 10 FT. HIGH POST THAT PREVIOUSLY HELD
 DX2883'THE SIGN FOR PRADO DAM, 1.0 FT. WEST OF A WOODEN POST, AREA IS
 DX2883'COVERED WITH 2 FT. OF FILL.
 DX2883
 DX2883                          STATION RECOVERY (1988)
 DX2883
 DX2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2883'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.58 KM (0.35
 DX2883'MI) EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 DX2883'STATE HIGHWAY 91 OVERPASS IN PRADO DAM, 15.2 M (49.9 FT) SOUTH OF THE
 DX2883'SOUTH RAIL OF THE MAIN TRACKS, 0.91 M (3.0 FT) EAST OF THE
 DX2883'SIGN--PRADO DAM.
 DX2883'THE MARK IS 0.21 METERS  W FROM  A WITNESS POST
 DX2883'THE MARK IS 0.18 M BELOW GROUND.
 DX2883
 DX2883                          STATION RECOVERY (1995)
 DX2883
 DX2883'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 DX2883'RECOVERED AS DESCRIBED.  REF MWD FB 2016 02 000 AND TB MAP RIV CO
 DX2883'742/D5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1129 ***********************************************************************
 EV1129  DESIGNATION -  601 6 68
 EV1129  PID         -  EV1129
 EV1129  STATE/COUNTY-  CA/RIVERSIDE
 EV1129  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1129
 EV1129                         *CURRENT SURVEY CONTROL
 EV1129  ___________________________________________________________________
 EV1129* NAD 83(1986)-  34 00 08.     (N)    117 20 40.     (W)     SCALED    
 EV1129* NAVD 88     -       274.670  (meters)     901.15   (feet)  READJUSTED
 EV1129  ___________________________________________________________________
 EV1129  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 EV1129  DYNAMIC HT  -         274.370 (meters)     900.16  (feet)  COMP
 EV1129  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 EV1129
 EV1129  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1129
 EV1129.The horizontal coordinates were scaled from a topographic map and have
 EV1129.an estimated accuracy of +/- 6 seconds.
 EV1129
 EV1129.The orthometric height was determined by differential leveling
 EV1129.and adjusted in February 1993.
 EV1129.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1129.distribution rate of 0.0 thru 1.0 mm/km.
 EV1129.The height was derived from older observations constrained to new
 EV1129.heights in a crustal motion area.  The height is approximate in
 EV1129.relation to other heights in its vicinity.
 EV1129
 EV1129.The geoid height was determined by GEOID03.
 EV1129
 EV1129.The dynamic height is computed by dividing the NAVD 88
 EV1129.geopotential number by the normal gravity value computed on the
 EV1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1129.degrees latitude (g = 980.6199 gals.).
 EV1129
 EV1129.The modeled gravity was interpolated from observed gravity values.
 EV1129
 EV1129;                    North         East    Units  Estimated Accuracy
 EV1129;SPC CA 6     -   704,110.    1,898,890.      MT  (+/- 180 meters Scaled)
 EV1129
 EV1129                          SUPERSEDED SURVEY CONTROL
 EV1129
 EV1129  NGVD 29 (??/??/92)  273.909  (m)          898.65   (f) ADJ UNCH    1 1
 EV1129
 EV1129.Superseded values are not recommended for survey control.
 EV1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1129.See file dsdata.txt to determine how the superseded data were derived.
 EV1129
 EV1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT681624(NAD 83)
 EV1129_MARKER: DD = SURVEY DISK
 EV1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1129_STAMPING: 601-6-68
 EV1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1129+STABILITY: SURFACE MOTION
 EV1129
 EV1129  HISTORY     - Date     Condition        Report By
 EV1129  HISTORY     - 1969     MONUMENTED
 EV1129  HISTORY     - 1978     GOOD             NGS
 EV1129  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1129
 EV1129                          STATION DESCRIPTION
 EV1129
 EV1129'DESCRIBED 1969
 EV1129'1.1 MI SW FROM HIGHGROVE.
 EV1129'ABOUT 1.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1129'RAILWAY FROM THE CROSSING OF CENTER STREET AT HIGHGROVE, 0.2 MILE
 EV1129'SOUTHWEST OF THE PALMYRITA AVENUE CROSSING, 20 FEET NORTHWEST OF THE
 EV1129'NORTHWEST RAIL, 66.5 FEET NORTHEAST OF POWER POLE 25151-J, 50 FEET
 EV1129'NORTHEAST OF A CONCRETE CONTROL BOX.  A STANDARD DISK IN CONCRETE
 EV1129'POST 4 FEET LOWER THAN THE TRACK.  SET GUARD POST 2 FEET SOUTHWEST
 EV1129'OF MONUMENT.
 EV1129
 EV1129                          STATION RECOVERY (1978)
 EV1129
 EV1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1129'1.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 EV1129'RAILWAY FROM THE CROSSING OF CENTER STREET AT HIGHGROVE, 0.2 MILE
 EV1129'SOUTHWEST OF PALMYRITA AVENUE, 20 FT. NORTHWEST OF THE NORTHWEST RAIL,
 EV1129'66.5 FT. NORTHEAST OF POWER POLE 25151J.
 EV1129
 EV1129                          STATION RECOVERY (1988)
 EV1129
 EV1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1129'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2754 ***********************************************************************
 DX2754  DESIGNATION -  601 9 68
 DX2754  PID         -  DX2754
 DX2754  STATE/COUNTY-  CA/RIVERSIDE
 DX2754  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2754
 DX2754                         *CURRENT SURVEY CONTROL
 DX2754  ___________________________________________________________________
 DX2754* NAD 83(1986)-  33 59 11.     (N)    117 21 40.     (W)     SCALED    
 DX2754* NAVD 88     -       269.047  (meters)     882.70   (feet)  ADJUSTED  
 DX2754  ___________________________________________________________________
 DX2754  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DX2754  DYNAMIC HT  -         268.752 (meters)     881.73  (feet)  COMP
 DX2754  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 DX2754
 DX2754  VERT ORDER  -  FIRST     CLASS I
 DX2754
 DX2754.The horizontal coordinates were scaled from a topographic map and have
 DX2754.an estimated accuracy of +/- 6 seconds.
 DX2754
 DX2754.The orthometric height was determined by differential leveling
 DX2754.and adjusted in June 1991.
 DX2754.WARNING-Repeat measurements at this control monument indicate possible
 DX2754.vertical movement.
 DX2754
 DX2754.The geoid height was determined by GEOID03.
 DX2754
 DX2754.The dynamic height is computed by dividing the NAVD 88
 DX2754.geopotential number by the normal gravity value computed on the
 DX2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2754.degrees latitude (g = 980.6199 gals.).
 DX2754
 DX2754.The modeled gravity was interpolated from observed gravity values.
 DX2754
 DX2754;                    North         East    Units  Estimated Accuracy
 DX2754;SPC CA 6     -   702,370.    1,897,330.      MT  (+/- 180 meters Scaled)
 DX2754
 DX2754                          SUPERSEDED SURVEY CONTROL
 DX2754
 DX2754  NGVD 29 (??/??/92)  268.365  (m)          880.46   (f) ADJ UNCH    1 1
 DX2754
 DX2754.Superseded values are not recommended for survey control.
 DX2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2754.See file dsdata.txt to determine how the superseded data were derived.
 DX2754
 DX2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT666607(NAD 83)
 DX2754_MARKER: DD = SURVEY DISK
 DX2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2754_SP_SET: CONCRETE POST
 DX2754_STAMPING: 601 9 68
 DX2754_MARK LOGO: CA-065
 DX2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2754+STABILITY: SURFACE MOTION
 DX2754
 DX2754  HISTORY     - Date     Condition        Report By
 DX2754  HISTORY     - 1968     MONUMENTED       CA-065
 DX2754  HISTORY     - 1974     GOOD             CA-065
 DX2754  HISTORY     - 1977     GOOD             NGS
 DX2754  HISTORY     - 1988     GOOD             NGS
 DX2754
 DX2754                          STATION DESCRIPTION
 DX2754
 DX2754'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2754'0.7 MI NE FROM RIVERSIDE.
 DX2754'ABOUT 0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2754'FE RAILWAY FROM THE STATION AT RIVERSIDE, AT RIVERSIDE
 DX2754'JUNCTION, 600 FEET NORTHEAST OF THE INTERSECTION OF E. LA CADENA
 DX2754'DRIVE AND FIRST STREET, BEHIND PROPERTY AT 2936 E. LA CADENA
 DX2754'DRIVE, 201.5 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE CONTROL
 DX2754'SIGNAL TOWER, 15.7 FEET NORTHWEST OF THE NORTHWEST RAIL 6 FEET
 DX2754'NORTHEAST OF THE RIVERSIDE JUNCTION SIGN.  A STANDARD DISK IN
 DX2754'A CONCRETE POST 1.5 FEET LOWER THAN THE TRACK.  SET MARKER
 DX2754'POST 1 FOOT NORTH EAST OF MONUMENT.
 DX2754
 DX2754                          STATION RECOVERY (1974)
 DX2754
 DX2754'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2754'RECOVERED IN GOOD CONDITION.
 DX2754
 DX2754                          STATION RECOVERY (1977)
 DX2754
 DX2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2754'RECOVERED IN GOOD CONDITION.
 DX2754
 DX2754                          STATION RECOVERY (1988)
 DX2754
 DX2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2754'RECOVERED IN GOOD CONDITION.  THE 1977 DESCRIPTION IN L24301-16 IS
 DX2754'ADEQUATE EXCEPT OMIT THE PRIOR REFERENCE TO A CONTROL TOWER, ADD--
 DX2754'8.2 M (26.9 FT) NORTHEAST OF A RIVERSIDE JUNCTION SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3880 ***********************************************************************
 HS3880  DESIGNATION -  601 B USGS
 HS3880  PID         -  HS3880
 HS3880  STATE/COUNTY-  CA/ALAMEDA
 HS3880  USGS QUAD   -  ALTAMONT (1981)
 HS3880
 HS3880                         *CURRENT SURVEY CONTROL
 HS3880  ___________________________________________________________________
 HS3880* NAD 83(1986)-  37 39 54.     (N)    121 43 58.     (W)     SCALED    
 HS3880* NAVD 88     -       184.08   (+/-2cm)     603.9    (feet)  VERTCON   
 HS3880  ___________________________________________________________________
 HS3880  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 HS3880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3880
 HS3880.The horizontal coordinates were scaled from a topographic map and have
 HS3880.an estimated accuracy of +/- 6 seconds.
 HS3880
 HS3880.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3880.The vertical order pertains to the NGVD 29 superseded value.
 HS3880
 HS3880.The geoid height was determined by GEOID03.
 HS3880
 HS3880;                    North         East    Units  Estimated Accuracy
 HS3880;SPC CA 3     -   630,010.    1,891,240.      MT  (+/- 180 meters Scaled)
 HS3880
 HS3880                          SUPERSEDED SURVEY CONTROL
 HS3880
 HS3880  NGVD 29 (??/??/92)  183.260  (m)          601.25   (f) ADJ UNCH    2 0
 HS3880
 HS3880.Superseded values are not recommended for survey control.
 HS3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3880.See file dsdata.txt to determine how the superseded data were derived.
 HS3880
 HS3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG117694(NAD 83)
 HS3880_MARKER: DD = SURVEY DISK
 HS3880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3880_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3880_STAMPING: 601 B NO 3
 HS3880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3880
 HS3880  HISTORY     - Date     Condition        Report By
 HS3880  HISTORY     - UNK      MONUMENTED       USGS
 HS3880  HISTORY     - 1961     GOOD             NGS
 HS3880
 HS3880                          STATION DESCRIPTION
 HS3880
 HS3880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3880'2.3 MI SE FROM LIVERMORE.
 HS3880'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3880'LIVERMORE, 45 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION OF
 HS3880'MINES ROAD SOUTH, 41 FEET SOUTH OF THE CENTER LINE OF TESLA
 HS3880'ROAD, 20 FEET EAST OF THE CENTER LINE OF MINES ROAD, 4.6 FEET
 HS3880'NORTH OF A 2-INCH IRON PIPE ROAD NAME SIGN, 0.9 FOOT WEST OF A
 HS3880'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, A CAP RIVETED
 HS3880'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE
 HS3880'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1171 ***********************************************************************
 DC1171  DESIGNATION -  601.3 USGS
 DC1171  PID         -  DC1171
 DC1171  STATE/COUNTY-  CA/SAN DIEGO
 DC1171  USGS QUAD   -  DEL MAR (1975)
 DC1171
 DC1171                         *CURRENT SURVEY CONTROL
 DC1171  ___________________________________________________________________
 DC1171* NAD 83(1986)-  32 58 57.     (N)    117 07 51.     (W)     SCALED    
 DC1171* NAVD 88     -       183.92   (+/-2cm)     603.4    (feet)  VERTCON   
 DC1171  ___________________________________________________________________
 DC1171  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DC1171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1171
 DC1171.The horizontal coordinates were scaled from a topographic map and have
 DC1171.an estimated accuracy of +/- 6 seconds.
 DC1171
 DC1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1171.The vertical order pertains to the NGVD 29 superseded value.
 DC1171
 DC1171.The geoid height was determined by GEOID03.
 DC1171
 DC1171;                    North         East    Units  Estimated Accuracy
 DC1171;SPC CA 6     -   590,830.    1,917,670.      MT  (+/- 180 meters Scaled)
 DC1171
 DC1171                          SUPERSEDED SURVEY CONTROL
 DC1171
 DC1171  NGVD 29 (??/??/??)  183.254  (m)          601.23   (f) ADJUSTED    2 0
 DC1171
 DC1171.Superseded values are not recommended for survey control.
 DC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1171.See file dsdata.txt to determine how the superseded data were derived.
 DC1171
 DC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS877493(NAD 83)
 DC1171_MARKER: Q = CHISELED SQUARE
 DC1171_SETTING: 80 = SET IN A BOULDER
 DC1171_SP_SET: BOULDER
 DC1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1171+STABILITY: SURFACE MOTION
 DC1171
 DC1171  HISTORY     - Date     Condition        Report By
 DC1171  HISTORY     - UNK      MONUMENTED       USGS
 DC1171  HISTORY     - 1957     GOOD             NGS
 DC1171  HISTORY     - 1964     GOOD             NGS
 DC1171
 DC1171                          STATION DESCRIPTION
 DC1171
 DC1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DC1171'11.6 MI NE FROM DEL MAR.
 DC1171'FROM 15TH AND GRAND AVENUE CROSSING IN DEL MAR, GO 1.8 MILES
 DC1171'SOUTH ON GRAND AVENUE, THEN 1.5 MILES SOUTH EAST ON SORENTO
 DC1171'ROAD, THEN 0.2 MILES NORTH ON EL CAMINO REAL, THENCE ON CARMEL
 DC1171'VALLEY ROAD 8.25 MILES TO T JUNCTION OF ROADS LEADING NORTH AND
 DC1171'SOUTH AND THE STATION, 19 YARDS SOUTH OF CENTER OF JUNCTION
 DC1171'TRIANGLE, 5.5 FET NORTH OF THE TOP OF A 3 FT. HIGH BOULDER.
 DC1171'IN THE CENTER OF A BOULDER FLUSH WITH THE GROUND.
 DC1171
 DC1171                          STATION RECOVERY (1964)
 DC1171
 DC1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DC1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0679 ***********************************************************************
 KT0679  DESIGNATION -  6014.2 USGS
 KT0679  PID         -  KT0679
 KT0679  STATE/COUNTY-  CA/TEHAMA
 KT0679  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0679
 KT0679                         *CURRENT SURVEY CONTROL
 KT0679  ___________________________________________________________________
 KT0679* NAD 83(1986)-  39 51 03.     (N)    122 57 00.     (W)     SCALED    
 KT0679* NAVD 88     -      1835.11   (+/-2cm)    6020.7    (feet)  VERTCON   
 KT0679  ___________________________________________________________________
 KT0679  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 KT0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0679
 KT0679.The horizontal coordinates were scaled from a topographic map and have
 KT0679.an estimated accuracy of +/- 6 seconds.
 KT0679
 KT0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0679.The vertical order pertains to the NGVD 29 superseded value.
 KT0679
 KT0679.The geoid height was determined by GEOID03.
 KT0679
 KT0679;                    North         East    Units  Estimated Accuracy
 KT0679;SPC CA 1     -   557,910.    1,918,700.      MT  (+/- 180 meters Scaled)
 KT0679
 KT0679                          SUPERSEDED SURVEY CONTROL
 KT0679
 KT0679  NGVD 29 (??/??/92) 1833.999  (m)         6017.05   (f) ADJ UNCH    2 0
 KT0679
 KT0679.Superseded values are not recommended for survey control.
 KT0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0679.See file dsdata.txt to determine how the superseded data were derived.
 KT0679
 KT0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK042112(NAD 83)
 KT0679_MARKER: N = NAIL
 KT0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0679_SP_SET: TREE
 KT0679_STAMPING: USGS BM
 KT0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0679
 KT0679  HISTORY     - Date     Condition        Report By
 KT0679  HISTORY     - UNK      MONUMENTED       USGS
 KT0679  HISTORY     - 1940     GOOD             NGS
 KT0679
 KT0679                          STATION DESCRIPTION
 KT0679
 KT0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0679'30.6 MI NE FROM COVELO.
 KT0679'LOCATED 30.65 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0679'MENDOCINO COUNTY, CALIF., ALONG THE DOS-RIOS-PASKENTA ROAD, AND
 KT0679'IN THE MENDOCINO NATL. FOREST-- AT A POINT WHERE ROAD MAKES SHARP
 KT0679'TURN ON POINT OF NARROW SPUR RIDGE, 10 FEET EAST OF THE
 KT0679'CENTERLINE OF ROAD-- A COPPER NAIL AND WASHER SET IN BASE OF
 KT0679'50 IN FIR TREE AND PAINTED USBM 6014.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0252 ***********************************************************************
 FV0252  DESIGNATION -  602
 FV0252  PID         -  FV0252
 FV0252  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0252  USGS QUAD   -  SAN MIGUEL (1979)
 FV0252
 FV0252                         *CURRENT SURVEY CONTROL
 FV0252  ___________________________________________________________________
 FV0252* NAD 83(1986)-  35 46 30.     (N)    120 42 31.     (W)     SCALED    
 FV0252* NAVD 88     -       184.527  (meters)     605.40   (feet)  ADJUSTED  
 FV0252  ___________________________________________________________________
 FV0252  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FV0252  DYNAMIC HT  -         184.358 (meters)     604.85  (feet)  COMP
 FV0252  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 FV0252
 FV0252  VERT ORDER  -  FIRST     CLASS I
 FV0252
 FV0252.The horizontal coordinates were scaled from a topographic map and have
 FV0252.an estimated accuracy of +/- 6 seconds.
 FV0252
 FV0252.The orthometric height was determined by differential leveling
 FV0252.and adjusted in June 1991.
 FV0252
 FV0252.The geoid height was determined by GEOID03.
 FV0252
 FV0252.The dynamic height is computed by dividing the NAVD 88
 FV0252.geopotential number by the normal gravity value computed on the
 FV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0252.degrees latitude (g = 980.6199 gals.).
 FV0252
 FV0252.The modeled gravity was interpolated from observed gravity values.
 FV0252
 FV0252;                    North         East    Units  Estimated Accuracy
 FV0252;SPC CA 5     -   755,670.    1,755,100.      MT  (+/- 180 meters Scaled)
 FV0252
 FV0252                          SUPERSEDED SURVEY CONTROL
 FV0252
 FV0252  NGVD 29 (??/??/??)  183.590  (m)          602.33   (f) ADJUSTED    1 1
 FV0252
 FV0252.Superseded values are not recommended for survey control.
 FV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0252.See file dsdata.txt to determine how the superseded data were derived.
 FV0252
 FV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE071614(NAD 83)
 FV0252_MARKER: Q = CHISELED SQUARE
 FV0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FV0252_SP_SET: HEADWALL
 FV0252_MARK LOGO: NONE  
 FV0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0252+STABILITY: SURFACE MOTION
 FV0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0252+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 FV0252
 FV0252  HISTORY     - Date     Condition        Report By
 FV0252  HISTORY     - UNK      MONUMENTED       USGS
 FV0252  HISTORY     - 1968     GOOD             NGS
 FV0252  HISTORY     - 19890123 GOOD             NGS
 FV0252  HISTORY     - 20030827 GOOD             JOHFRA
 FV0252
 FV0252                          STATION DESCRIPTION
 FV0252
 FV0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0252'9.3 MI SE FROM BRADLEY.
 FV0252'9.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0252'FROM THE SIDING SIGN AT BRADLEY, IN R12E T25S, SECTION 8, 0.2
 FV0252'MILE SOUTHEAST OF MILEPOLE 205, IN THE TOP AND 0.5 FOOT
 FV0252'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD
 FV0252'WALL OF CULVERT 205.2, 11.8 FEET NORTHEAST OF THE NORTHEAST
 FV0252'RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 FV0252
 FV0252                          STATION RECOVERY (1989)
 FV0252
 FV0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0252'RECOVERED IN GOOD CONDITION.
 FV0252
 FV0252                          STATION RECOVERY (2003)
 FV0252
 FV0252'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 FV0252'FOUND AS DESCRIBED IN 1968 RECOVERY NOTE.  STATION IS ALSO 55 FEET
 FV0252'SOUTHEASTERLY OF A POWER LINE CROSSING.  'US 602' IS CHISELED IN THE
 FV0252'CONCRETE NEAR THE MARK.  HANDHELD GPS POSITION = N35-46-24.1
 FV0252'W120-42-29.6
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2822 ***********************************************************************
 DX2822  DESIGNATION -  602 11
 DX2822  PID         -  DX2822
 DX2822  STATE/COUNTY-  CA/RIVERSIDE
 DX2822  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2822
 DX2822                         *CURRENT SURVEY CONTROL
 DX2822  ___________________________________________________________________
 DX2822* NAD 83(1986)-  33 58 19.     (N)    117 28 25.     (W)     SCALED    
 DX2822* NAVD 88     -       220.03   (+/-2cm)     721.9    (feet)  VERTCON   
 DX2822  ___________________________________________________________________
 DX2822  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DX2822  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2822
 DX2822.The horizontal coordinates were scaled from a topographic map and have
 DX2822.an estimated accuracy of +/- 6 seconds.
 DX2822
 DX2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2822.The vertical order pertains to the NGVD 29 superseded value.
 DX2822
 DX2822.The geoid height was determined by GEOID03.
 DX2822
 DX2822;                    North         East    Units  Estimated Accuracy
 DX2822;SPC CA 6     -   700,880.    1,886,920.      MT  (+/- 180 meters Scaled)
 DX2822
 DX2822                          SUPERSEDED SURVEY CONTROL
 DX2822
 DX2822  NGVD 29 (??/??/??)  219.283  (m)          719.43   (f) ADJUSTED    1 1
 DX2822
 DX2822.Superseded values are not recommended for survey control.
 DX2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2822.See file dsdata.txt to determine how the superseded data were derived.
 DX2822
 DX2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT562591(NAD 83)
 DX2822_MARKER: DD = SURVEY DISK
 DX2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2822_STAMPING: 602-11-69
 DX2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2822+STABILITY: SURFACE MOTION
 DX2822
 DX2822  HISTORY     - Date     Condition        Report By
 DX2822  HISTORY     - 1969     MONUMENTED       CA-065
 DX2822
 DX2822                          STATION DESCRIPTION
 DX2822
 DX2822'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2822'7.2 MI NW FROM RIVERSIDE.
 DX2822'7.2 MI NW ALONG UNION PACIFIC RR FROM THE STATION AT RIVERSIDE,
 DX2822'74 FT E OF THE N BOUND LANES OF VAN BUREN BLVD.  12 FT W OF THE
 DX2822'RR TRACK, 8 FT N OF A RR SWITCH BOX, 1 FOOT S OF A MARKER POST,
 DX2822'SET A BRASS DISK TOP OF A CONCRETE POST 6 IN ABOVE GROUND AND
 DX2822'1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2825 ***********************************************************************
 DX2825  DESIGNATION -  602 12
 DX2825  PID         -  DX2825
 DX2825  STATE/COUNTY-  CA/RIVERSIDE
 DX2825  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2825
 DX2825                         *CURRENT SURVEY CONTROL
 DX2825  ___________________________________________________________________
 DX2825* NAD 83(1986)-  33 58 32.     (N)    117 28 31.     (W)     SCALED    
 DX2825* NAVD 88     -       220.62   (+/-2cm)     723.8    (feet)  VERTCON   
 DX2825  ___________________________________________________________________
 DX2825  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DX2825  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2825
 DX2825.The horizontal coordinates were scaled from a topographic map and have
 DX2825.an estimated accuracy of +/- 6 seconds.
 DX2825
 DX2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2825.The vertical order pertains to the NGVD 29 superseded value.
 DX2825
 DX2825.The geoid height was determined by GEOID03.
 DX2825
 DX2825;                    North         East    Units  Estimated Accuracy
 DX2825;SPC CA 6     -   701,280.    1,886,770.      MT  (+/- 180 meters Scaled)
 DX2825
 DX2825                          SUPERSEDED SURVEY CONTROL
 DX2825
 DX2825  NGVD 29 (??/??/??)  219.865  (m)          721.34   (f) ADJUSTED    1 1
 DX2825
 DX2825.Superseded values are not recommended for survey control.
 DX2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2825.See file dsdata.txt to determine how the superseded data were derived.
 DX2825
 DX2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT560595(NAD 83)
 DX2825_MARKER: DD = SURVEY DISK
 DX2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2825_STAMPING: ML -12-
 DX2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2825+STABILITY: SURFACE MOTION
 DX2825
 DX2825  HISTORY     - Date     Condition        Report By
 DX2825  HISTORY     - UNK      MONUMENTED       CA-065
 DX2825  HISTORY     - 1969     GOOD             NGS
 DX2825
 DX2825                          STATION DESCRIPTION
 DX2825
 DX2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX2825'7.8 MI NW FROM RIVERSIDE.
 DX2825'7.8 MI NW ALONG UNION PACIFIC RR FROM THE STATION AT RIVERSIDE,
 DX2825'103 FT N OF LIMONITE AVE, 29 FT E OF THE S BOUND LANES OF VAN
 DX2825'BURNE BLVD.  16 FT W OF THE N BOUND LANES OF VAN BUREN BLVD.,
 DX2825'FOUND A BRASS DISK TOP OF A CONCRETE POST ABOUT 6 IN ABOVE
 DX2825'GROUND AND 1 FOOT S OF A MARKER POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2826 ***********************************************************************
 DX2826  DESIGNATION -  602 13
 DX2826  PID         -  DX2826
 DX2826  STATE/COUNTY-  CA/RIVERSIDE
 DX2826  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2826
 DX2826                         *CURRENT SURVEY CONTROL
 DX2826  ___________________________________________________________________
 DX2826* NAD 83(1986)-  33 58 57.     (N)    117 28 37.     (W)     SCALED    
 DX2826* NAVD 88     -       217.92   (+/-2cm)     715.0    (feet)  VERTCON   
 DX2826  ___________________________________________________________________
 DX2826  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DX2826  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2826
 DX2826.The horizontal coordinates were scaled from a topographic map and have
 DX2826.an estimated accuracy of +/- 6 seconds.
 DX2826
 DX2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2826.The vertical order pertains to the NGVD 29 superseded value.
 DX2826
 DX2826.The geoid height was determined by GEOID03.
 DX2826
 DX2826;                    North         East    Units  Estimated Accuracy
 DX2826;SPC CA 6     -   702,060.    1,886,630.      MT  (+/- 180 meters Scaled)
 DX2826
 DX2826                          SUPERSEDED SURVEY CONTROL
 DX2826
 DX2826  NGVD 29 (??/??/??)  217.174  (m)          712.51   (f) ADJUSTED    1 1
 DX2826
 DX2826.Superseded values are not recommended for survey control.
 DX2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2826.See file dsdata.txt to determine how the superseded data were derived.
 DX2826
 DX2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT559603(NAD 83)
 DX2826_MARKER: DD = SURVEY DISK
 DX2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2826_STAMPING: 602-13-69
 DX2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2826+STABILITY: SURFACE MOTION
 DX2826
 DX2826  HISTORY     - Date     Condition        Report By
 DX2826  HISTORY     - 1969     MONUMENTED       CA-065
 DX2826
 DX2826                          STATION DESCRIPTION
 DX2826
 DX2826'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2826'8.3 MI NW FROM RIVERSIDE.
 DX2826'8.3 MI NW ALONG UNION PACIFIC RR FROM THE STATION AT RIVERSIDE,
 DX2826'90 FT E OF VAN BUREN BLVD., 42 FT W OF THE RR TRACK, 28 FT NW
 DX2826'OF A SIGNAL BOX, 7 FT N OF A TELEGRAPH POST NO NUMBER, 1 FOOT
 DX2826'S OF A MARKER POST SET A BRASS DISK TOP OF A CONCRETE POST 6
 DX2826'IN ABOVE GROUND AND 2 FT LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2828 ***********************************************************************
 DX2828  DESIGNATION -  602 14
 DX2828  PID         -  DX2828
 DX2828  STATE/COUNTY-  CA/RIVERSIDE
 DX2828  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2828
 DX2828                         *CURRENT SURVEY CONTROL
 DX2828  ___________________________________________________________________
 DX2828* NAD 83(1986)-  33 59 23.     (N)    117 28 45.     (W)     SCALED    
 DX2828* NAVD 88     -       216.53   (+/-2cm)     710.4    (feet)  VERTCON   
 DX2828  ___________________________________________________________________
 DX2828  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DX2828  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2828
 DX2828.The horizontal coordinates were scaled from a topographic map and have
 DX2828.an estimated accuracy of +/- 6 seconds.
 DX2828
 DX2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2828.The vertical order pertains to the NGVD 29 superseded value.
 DX2828
 DX2828.The geoid height was determined by GEOID03.
 DX2828
 DX2828;                    North         East    Units  Estimated Accuracy
 DX2828;SPC CA 6     -   702,860.    1,886,430.      MT  (+/- 180 meters Scaled)
 DX2828
 DX2828                          SUPERSEDED SURVEY CONTROL
 DX2828
 DX2828  NGVD 29 (??/??/??)  215.780  (m)          707.94   (f) ADJUSTED    1 1
 DX2828
 DX2828.Superseded values are not recommended for survey control.
 DX2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2828.See file dsdata.txt to determine how the superseded data were derived.
 DX2828
 DX2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT557611(NAD 83)
 DX2828_MARKER: DD = SURVEY DISK
 DX2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2828_STAMPING: 602-14-69
 DX2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2828+STABILITY: SURFACE MOTION
 DX2828
 DX2828  HISTORY     - Date     Condition        Report By
 DX2828  HISTORY     - 1969     MONUMENTED       CA-065
 DX2828
 DX2828                          STATION DESCRIPTION
 DX2828
 DX2828'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX2828'8.8 MI NW FROM RIVERSIDE.
 DX2828'8.8 MILES NORTHWEST ALONG UNION PACIFIC RAILROAD FROM THE STATION
 DX2828'AT RIVERSIDE, 120 FEET EAST OF VAN BUREN BLVD, 30 FEET NORTHEAST
 DX2828'OF A TELEGRAPH POLE E-41-F, 14 FEET WEST OF THE RAILROAD TRACK,
 DX2828'5 FEET NORTH OF A SIGNAL LIGHT, 1 FOOT SOUTH OF A MARKER POST,
 DX2828'SET A BRASS DISK TOP OF A CONCRETE POST 6 INCHES ABOVE GROUND
 DX2828'AND 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2804 ***********************************************************************
 DX2804  DESIGNATION -  602 2
 DX2804  PID         -  DX2804
 DX2804  STATE/COUNTY-  CA/RIVERSIDE
 DX2804  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2804
 DX2804                         *CURRENT SURVEY CONTROL
 DX2804  ___________________________________________________________________
 DX2804* NAD 83(1986)-  33 57 26.     (N)    117 23 22.     (W)     SCALED    
 DX2804* NAVD 88     -       257.88   (+/-2cm)     846.1    (feet)  VERTCON   
 DX2804  ___________________________________________________________________
 DX2804  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DX2804  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2804
 DX2804.The horizontal coordinates were scaled from a topographic map and have
 DX2804.an estimated accuracy of +/- 6 seconds.
 DX2804
 DX2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2804.The vertical order pertains to the NGVD 29 superseded value.
 DX2804
 DX2804.The geoid height was determined by GEOID03.
 DX2804
 DX2804;                    North         East    Units  Estimated Accuracy
 DX2804;SPC CA 6     -   699,160.    1,894,680.      MT  (+/- 180 meters Scaled)
 DX2804
 DX2804                          SUPERSEDED SURVEY CONTROL
 DX2804
 DX2804  NGVD 29 (??/??/??)  257.123  (m)          843.58   (f) ADJUSTED    1 1
 DX2804
 DX2804.Superseded values are not recommended for survey control.
 DX2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2804.See file dsdata.txt to determine how the superseded data were derived.
 DX2804
 DX2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT640574(NAD 83)
 DX2804_MARKER: DD = SURVEY DISK
 DX2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2804_STAMPING: 602-2-69
 DX2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2804+STABILITY: SURFACE MOTION
 DX2804
 DX2804  HISTORY     - Date     Condition        Report By
 DX2804  HISTORY     - 1969     MONUMENTED       CA2970
 DX2804
 DX2804                          STATION DESCRIPTION
 DX2804
 DX2804'DESCRIBED BY CITY OF REDONDO BEACH CALIFORNIA 1969
 DX2804'2.1 MI SW FROM RIVERSIDE.
 DX2804'ABOUT 2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 DX2804'THE STATION AT RIVERSIDE, 677 FEET WEST OF THE CENTERLINE OF
 DX2804'RIVERSIDE AVENUE, 26 FT SOUTH OF THE SOUTH RAIL, 11.8 FEET
 DX2804'NORTHWEST OF POWER POLE NO. 25503-J, 1 FOOT SOUTH OF A WOODEN
 DX2804'GUARD POST AND 2 FEET LOWER THAN THE TRACK, A BRASS DISK STAMPED
 DX2804'602-2-69 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2807 ***********************************************************************
 DX2807  DESIGNATION -  602 4
 DX2807  PID         -  DX2807
 DX2807  STATE/COUNTY-  CA/RIVERSIDE
 DX2807  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2807
 DX2807                         *CURRENT SURVEY CONTROL
 DX2807  ___________________________________________________________________
 DX2807* NAD 83(1986)-  33 57 26.     (N)    117 24 19.     (W)     SCALED    
 DX2807* NAVD 88     -       245.50   (+/-2cm)     805.4    (feet)  VERTCON   
 DX2807  ___________________________________________________________________
 DX2807  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DX2807  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2807
 DX2807.The horizontal coordinates were scaled from a topographic map and have
 DX2807.an estimated accuracy of +/- 6 seconds.
 DX2807
 DX2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2807.The vertical order pertains to the NGVD 29 superseded value.
 DX2807
 DX2807.The geoid height was determined by GEOID03.
 DX2807
 DX2807;                    North         East    Units  Estimated Accuracy
 DX2807;SPC CA 6     -   699,180.    1,893,220.      MT  (+/- 180 meters Scaled)
 DX2807
 DX2807                          SUPERSEDED SURVEY CONTROL
 DX2807
 DX2807  NGVD 29 (??/??/??)  244.752  (m)          802.99   (f) ADJUSTED    1 1
 DX2807
 DX2807.Superseded values are not recommended for survey control.
 DX2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2807.See file dsdata.txt to determine how the superseded data were derived.
 DX2807
 DX2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT625574(NAD 83)
 DX2807_MARKER: DD = SURVEY DISK
 DX2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2807_STAMPING: 602-4-69
 DX2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2807+STABILITY: SURFACE MOTION
 DX2807
 DX2807  HISTORY     - Date     Condition        Report By
 DX2807  HISTORY     - 1969     MONUMENTED       CA2970
 DX2807
 DX2807                          STATION DESCRIPTION
 DX2807
 DX2807'DESCRIBED BY CITY OF REDONDO BEACH CALIFORNIA 1969
 DX2807'3 MI SW FROM RIVERSIDE.
 DX2807'ABOUT 3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 DX2807'STATION AT RIVERSIDE, 81.6 FEET NORTH OF THE CENTERLINE OF DEWEY
 DX2807'AVENUE, 4.5 FEET WEST OF THE CENTERLINE OF ARCH WAY PRODUCED,
 DX2807'58 FEET NORTHWEST OF POWER POLE NO. 464609-H, 33.7 FEET NORTH OF
 DX2807'THE NORTH RAIL, 2.5 FEET SOUTH OF A 5 FOOT HIGH CINDERBLOCK WALL,
 DX2807'2.5 FEET NORTHWEST OF A WOODEN GUARD POST AND 2 FEET LOWER THAN
 DX2807'THE TRACK.  A BRASS DISK STAMPED 602-4-69 AND SET IN THE TOP OF
 DX2807'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2809 ***********************************************************************
 DX2809  DESIGNATION -  602 6
 DX2809  PID         -  DX2809
 DX2809  STATE/COUNTY-  CA/RIVERSIDE
 DX2809  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2809
 DX2809                         *CURRENT SURVEY CONTROL
 DX2809  ___________________________________________________________________
 DX2809* NAD 83(1986)-  33 57 27.     (N)    117 25 20.     (W)     SCALED    
 DX2809* NAVD 88     -       239.04   (+/-2cm)     784.3    (feet)  VERTCON   
 DX2809  ___________________________________________________________________
 DX2809  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DX2809  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2809
 DX2809.The horizontal coordinates were scaled from a topographic map and have
 DX2809.an estimated accuracy of +/- 6 seconds.
 DX2809
 DX2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2809.The vertical order pertains to the NGVD 29 superseded value.
 DX2809
 DX2809.The geoid height was determined by GEOID03.
 DX2809
 DX2809;                    North         East    Units  Estimated Accuracy
 DX2809;SPC CA 6     -   699,220.    1,891,650.      MT  (+/- 180 meters Scaled)
 DX2809
 DX2809                          SUPERSEDED SURVEY CONTROL
 DX2809
 DX2809  NGVD 29 (??/??/??)  238.290  (m)          781.79   (f) ADJUSTED    1 1
 DX2809
 DX2809.Superseded values are not recommended for survey control.
 DX2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2809.See file dsdata.txt to determine how the superseded data were derived.
 DX2809
 DX2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT609575(NAD 83)
 DX2809_MARKER: DD = SURVEY DISK
 DX2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2809_STAMPING: 602-6-69
 DX2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2809+STABILITY: SURFACE MOTION
 DX2809
 DX2809  HISTORY     - Date     Condition        Report By
 DX2809  HISTORY     - 1969     MONUMENTED       CA2970
 DX2809
 DX2809                          STATION DESCRIPTION
 DX2809
 DX2809'DESCRIBED BY CITY OF REDONDO BEACH CALIFORNIA 1969
 DX2809'4 MI SW FROM RIVERSIDE.
 DX2809'4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 DX2809'STATION AT RIVERSIDE, 84 FEET SOUTHWEST AND ACROSS THE TRACK
 DX2809'FROM THE TWELFTH POLE WESTERLY OF STREETER AVENUE, ABOUT 200 FEET
 DX2809'NORTH OF THE HILL IN MICHOLS PARK, 11 FEET SOUTHERLY OF THE
 DX2809'SOUTHERLY RAIL, 29.5 FEET NORTHERLY OF A CHAIN LINK FENCE, 1.5
 DX2809'FEET NORTHWEST OF A WOODEN GUARD POST AND 2 FEET LOWER THAN THE
 DX2809'TRACK.  A BRASS DISK STAMPED 602-6-69 SET IN TOP OF A CONCRETE
 DX2809'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2817 ***********************************************************************
 DX2817  DESIGNATION -  602 8
 DX2817  PID         -  DX2817
 DX2817  STATE/COUNTY-  CA/RIVERSIDE
 DX2817  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2817
 DX2817                         *CURRENT SURVEY CONTROL
 DX2817  ___________________________________________________________________
 DX2817* NAD 83(1986)-  33 57 56.     (N)    117 25 58.     (W)     SCALED    
 DX2817* NAVD 88     -       232.55   (+/-2cm)     763.0    (feet)  VERTCON   
 DX2817  ___________________________________________________________________
 DX2817  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DX2817  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2817
 DX2817.The horizontal coordinates were scaled from a topographic map and have
 DX2817.an estimated accuracy of +/- 6 seconds.
 DX2817
 DX2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2817.The vertical order pertains to the NGVD 29 superseded value.
 DX2817
 DX2817.The geoid height was determined by GEOID03.
 DX2817
 DX2817;                    North         East    Units  Estimated Accuracy
 DX2817;SPC CA 6     -   700,130.    1,890,690.      MT  (+/- 180 meters Scaled)
 DX2817
 DX2817                          SUPERSEDED SURVEY CONTROL
 DX2817
 DX2817  NGVD 29 (??/??/??)  231.804  (m)          760.51   (f) ADJUSTED    1 1
 DX2817
 DX2817.Superseded values are not recommended for survey control.
 DX2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2817.See file dsdata.txt to determine how the superseded data were derived.
 DX2817
 DX2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT600584(NAD 83)
 DX2817_MARKER: DD = SURVEY DISK
 DX2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2817_STAMPING: 602-8-69
 DX2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2817+STABILITY: SURFACE MOTION
 DX2817
 DX2817  HISTORY     - Date     Condition        Report By
 DX2817  HISTORY     - 1969     MONUMENTED       CA2970
 DX2817
 DX2817                          STATION DESCRIPTION
 DX2817
 DX2817'DESCRIBED BY CITY OF REDONDO BEACH CALIFORNIA 1969
 DX2817'4.9 MI SW FROM RIVERSIDE.
 DX2817'4.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 DX2817'STATION AT RIVERSIDE, ABOUT 1900 FEET WESTERLY OF THE CROSSING
 DX2817'AT JURUPA AVENUE, 500 FEET EASTERLY OF THE SANTA ANA RIVER
 DX2817'BRIDGE, 12.5 FEET NORTHEASTERLY OF THE FOURTH POLE EASTERLY OF
 DX2817'THE SANTA ANA RIVER BRIDGE, 24.5 SOUTHWEST OF THE SOUTHWEST
 DX2817'RAIL, 12 FEET WEST OF THE WEST CORNER OF A METAL CONTROL BOX,
 DX2817'2 FEET EASTERLY OF A WOODEN GUARD POST AND 1 FOOT LOWER THAN THE
 DX2817'TRACK.  A BRASS DISK STAMPED 602-8-69 SET IN TOP OF A CONCRETE
 DX2817'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2819 ***********************************************************************
 DX2819  DESIGNATION -  602 9
 DX2819  PID         -  DX2819
 DX2819  STATE/COUNTY-  CA/RIVERSIDE
 DX2819  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2819
 DX2819                         *CURRENT SURVEY CONTROL
 DX2819  ___________________________________________________________________
 DX2819* NAD 83(1986)-  33 58 22.     (N)    117 26 34.     (W)     SCALED    
 DX2819* NAVD 88     -       237.26   (+/-2cm)     778.4    (feet)  VERTCON   
 DX2819  ___________________________________________________________________
 DX2819  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DX2819  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2819
 DX2819.The horizontal coordinates were scaled from a topographic map and have
 DX2819.an estimated accuracy of +/- 6 seconds.
 DX2819
 DX2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2819.The vertical order pertains to the NGVD 29 superseded value.
 DX2819
 DX2819.The geoid height was determined by GEOID03.
 DX2819
 DX2819;                    North         East    Units  Estimated Accuracy
 DX2819;SPC CA 6     -   700,940.    1,889,770.      MT  (+/- 180 meters Scaled)
 DX2819
 DX2819                          SUPERSEDED SURVEY CONTROL
 DX2819
 DX2819  NGVD 29 (??/??/??)  236.512  (m)          775.96   (f) ADJUSTED    1 1
 DX2819
 DX2819.Superseded values are not recommended for survey control.
 DX2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2819.See file dsdata.txt to determine how the superseded data were derived.
 DX2819
 DX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT590592(NAD 83)
 DX2819_MARKER: DD = SURVEY DISK
 DX2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2819_STAMPING: 602-9-69
 DX2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2819+STABILITY: SURFACE MOTION
 DX2819
 DX2819  HISTORY     - Date     Condition        Report By
 DX2819  HISTORY     - 1969     MONUMENTED       CA2970
 DX2819
 DX2819                          STATION DESCRIPTION
 DX2819
 DX2819'DESCRIBED BY CITY OF REDONDO BEACH CALIFORNIA 1969
 DX2819'5.7 MI W FROM RIVERSIDE.
 DX2819'ABOUT 5.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 DX2819'STATION AT RIVERSIDE, 84.5 FEET WEST FROM THE FOURTH POLE NO. U1J
 DX2819'WESTERLY OF MILE POST 52, 15.5 FEET SOUTH OF THE SOUTH RAIL,
 DX2819'2.5 FEET SOUTHERLY OF A WOODEN GUARD POST AND ABOUT 2.0 FEET
 DX2819'LOWER THAN THE TRACK.  A BRASS DISK SET IN A CONCRETE POST
 DX2819'PROJECTING 0.3 ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2370 ***********************************************************************
 DX2370  DESIGNATION -  603 100
 DX2370  PID         -  DX2370
 DX2370  STATE/COUNTY-  CA/RIVERSIDE
 DX2370  USGS QUAD   -  EL CASCO (1979)
 DX2370
 DX2370                         *CURRENT SURVEY CONTROL
 DX2370  ___________________________________________________________________
 DX2370* NAD 83(1986)-  33 56 36.     (N)    117 00 34.     (W)     SCALED    
 DX2370* NAVD 88     -       744.510  (meters)    2442.61   (feet)  READJUSTED
 DX2370  ___________________________________________________________________
 DX2370  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DX2370  DYNAMIC HT  -         743.590 (meters)    2439.59  (feet)  COMP
 DX2370  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 DX2370
 DX2370  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2370
 DX2370.The horizontal coordinates were scaled from a topographic map and have
 DX2370.an estimated accuracy of +/- 6 seconds.
 DX2370
 DX2370.The orthometric height was determined by differential leveling
 DX2370.and adjusted in February 1993.
 DX2370.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2370.distribution rate of 0.0 thru 1.0 mm/km.
 DX2370.The height was derived from older observations constrained to new
 DX2370.heights in a crustal motion area.  The height is approximate in
 DX2370.relation to other heights in its vicinity.
 DX2370
 DX2370.The geoid height was determined by GEOID03.
 DX2370
 DX2370.The dynamic height is computed by dividing the NAVD 88
 DX2370.geopotential number by the normal gravity value computed on the
 DX2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2370.degrees latitude (g = 980.6199 gals.).
 DX2370
 DX2370.The modeled gravity was interpolated from observed gravity values.
 DX2370
 DX2370;                    North         East    Units  Estimated Accuracy
 DX2370;SPC CA 6     -   697,300.    1,929,790.      MT  (+/- 180 meters Scaled)
 DX2370
 DX2370                          SUPERSEDED SURVEY CONTROL
 DX2370
 DX2370  NGVD 29 (??/??/92)  743.686  (m)         2439.91   (f) ADJ UNCH    1 1
 DX2370
 DX2370.Superseded values are not recommended for survey control.
 DX2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2370.See file dsdata.txt to determine how the superseded data were derived.
 DX2370
 DX2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT991558(NAD 83)
 DX2370_MARKER: DD = SURVEY DISK
 DX2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2370_STAMPING: 603-100-68
 DX2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2370+STABILITY: SURFACE MOTION
 DX2370
 DX2370  HISTORY     - Date     Condition        Report By
 DX2370  HISTORY     - 1968     MONUMENTED       CA-065
 DX2370  HISTORY     - 1978     GOOD             NGS
 DX2370
 DX2370                          STATION DESCRIPTION
 DX2370
 DX2370'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2370'2 MI W FROM BEAUMONT.
 DX2370'2.0 MILES WEST ALONG SOUTHERN PACIFIC RAILROAD FROM STATION
 DX2370'AT BEAUMONT 76 FT. SOUTH OF THE CENTER LINE OF THE SOUTHERLY
 DX2370'SET OF TRACKS 165 FT. SOUTH OF THE CENTER LINE OF SAN TIMOTEO
 DX2370'CANYON RD. 6 FT. NORTH WEST OF PP 658864 E. 3 FT. NORTH OF A BARB
 DX2370'WIRE FENCE 2 FT. EAST OF MARKER POST SET A STANDARD BRASS DISK
 DX2370'IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX2370
 DX2370                          STATION RECOVERY (1978)
 DX2370
 DX2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2372 ***********************************************************************
 DX2372  DESIGNATION -  603 101
 DX2372  PID         -  DX2372
 DX2372  STATE/COUNTY-  CA/RIVERSIDE
 DX2372  USGS QUAD   -  EL CASCO (1979)
 DX2372
 DX2372                         *CURRENT SURVEY CONTROL
 DX2372  ___________________________________________________________________
 DX2372* NAD 83(1986)-  33 56 36.     (N)    117 01 42.     (W)     SCALED    
 DX2372* NAVD 88     -       713.332  (meters)    2340.32   (feet)  ADJUSTED  
 DX2372  ___________________________________________________________________
 DX2372  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DX2372  DYNAMIC HT  -         712.461 (meters)    2337.47  (feet)  COMP
 DX2372  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 DX2372  OBS GRAVITY -     979,392.3   (mgal)                       GRAV_OBS
 DX2372
 DX2372  VERT ORDER  -  FIRST     CLASS I
 DX2372
 DX2372.The horizontal coordinates were scaled from a topographic map and have
 DX2372.an estimated accuracy of +/- 6 seconds.
 DX2372
 DX2372.The orthometric height was determined by differential leveling
 DX2372.and adjusted in May 1994.
 DX2372
 DX2372.The geoid height was determined by GEOID03.
 DX2372
 DX2372.The dynamic height is computed by dividing the NAVD 88
 DX2372.geopotential number by the normal gravity value computed on the
 DX2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2372.degrees latitude (g = 980.6199 gals.).
 DX2372
 DX2372.The modeled gravity was interpolated from observed gravity values.
 DX2372.The observed gravity was obtained from relative gravimeter ties
 DX2372.to the IGSN71 gravity network.
 DX2372
 DX2372;                    North         East    Units  Estimated Accuracy
 DX2372;SPC CA 6     -   697,310.    1,928,050.      MT  (+/- 180 meters Scaled)
 DX2372
 DX2372                          SUPERSEDED SURVEY CONTROL
 DX2372
 DX2372  NAVD 88 (02/01/93)  713.349  (m)         2340.38   (f) UNKNOWN     1 1
 DX2372  NGVD 29 (??/??/92)  712.532  (m)         2337.70   (f) ADJ UNCH    1 1
 DX2372
 DX2372.Superseded values are not recommended for survey control.
 DX2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2372.See file dsdata.txt to determine how the superseded data were derived.
 DX2372
 DX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT973558(NAD 83)
 DX2372_MARKER: DD = SURVEY DISK
 DX2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2372_SP_SET: CONCRETE POST
 DX2372_STAMPING: 603-101-68
 DX2372_MARK LOGO: CA-065
 DX2372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2372+STABILITY: SURFACE MOTION
 DX2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2372+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1992
 DX2372
 DX2372  HISTORY     - Date     Condition        Report By
 DX2372  HISTORY     - 1968     MONUMENTED       CA-065
 DX2372  HISTORY     - 1978     GOOD             NGS
 DX2372  HISTORY     - 19921203 GOOD             MWDSC
 DX2372
 DX2372                          STATION DESCRIPTION
 DX2372
 DX2372'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2372'3.1 MI W FROM BEAUMONT.
 DX2372'3.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2372'STATION AT BEAUMONT 55 FT. SOUTH OF THE CENTER LINE OF SAN
 DX2372'TIMOTEO CYN RD. 12 FT NORTH OF THE CENTER OF THE MOST NORTHERLY
 DX2372'SET OF RAILROAD TRACKS, 4 FT WEST OF A RAILROAD SIGNAL TOWER
 DX2372'2 FT. EAST OF MARKER POST AND 5 FT. ABOVE ONE LEVEL OF THE ROAD
 DX2372'SET A STANDARD BRASS DISK 6 IN. ABOVE GROUND.
 DX2372
 DX2372                          STATION RECOVERY (1978)
 DX2372
 DX2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2372'RECOVERED IN GOOD CONDITION.
 DX2372
 DX2372                          STATION RECOVERY (1992)
 DX2372
 DX2372'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX2372'3.1 MILES (5.0 KM) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 DX2372'STATION AT BEAUMONT, 55 FEET (16.8 M) SOUTH OF THE CENTERLINE OF SAN
 DX2372'TIMOTEO CANYON RD 12 FEET (3.7 M) NORTH OF THE CENTER OF THE
 DX2372'NORTHERLY SET OF TRACKS, 4 FEET (1.2 M) WEST OF A RR SIGNAL TOWER 2
 DX2372'FEET (0.6 M) EAST OF MARKER POST AND 5 FEET (1.5 M) ABOVE THE LEVEL
 DX2372'OF THE ROAD.  FOUND A 2 INCH BRASS DISK SET IN A CONCRETE POST 6
 DX2372'INCHES ABOVE GROUND.  THE 1978 DESCRIPTION SAYS THE STAMPING IS
 DX2372'603-101-08 SHOULD BE 603-101-68.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2374 ***********************************************************************
 DX2374  DESIGNATION -  603 102
 DX2374  PID         -  DX2374
 DX2374  STATE/COUNTY-  CA/RIVERSIDE
 DX2374  USGS QUAD   -  EL CASCO (1979)
 DX2374
 DX2374                         *CURRENT SURVEY CONTROL
 DX2374  ___________________________________________________________________
 DX2374* NAD 83(1986)-  33 56 40.     (N)    117 02 50.     (W)     SCALED    
 DX2374* NAVD 88     -       687.721  (meters)    2256.30   (feet)  READJUSTED
 DX2374  ___________________________________________________________________
 DX2374  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DX2374  DYNAMIC HT  -         686.890 (meters)    2253.57  (feet)  COMP
 DX2374  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 DX2374
 DX2374  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2374
 DX2374.The horizontal coordinates were scaled from a topographic map and have
 DX2374.an estimated accuracy of +/- 6 seconds.
 DX2374
 DX2374.The orthometric height was determined by differential leveling
 DX2374.and adjusted in February 1993.
 DX2374.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2374.distribution rate of 0.0 thru 1.0 mm/km.
 DX2374.The height was derived from older observations constrained to new
 DX2374.heights in a crustal motion area.  The height is approximate in
 DX2374.relation to other heights in its vicinity.
 DX2374
 DX2374.The geoid height was determined by GEOID03.
 DX2374
 DX2374.The dynamic height is computed by dividing the NAVD 88
 DX2374.geopotential number by the normal gravity value computed on the
 DX2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2374.degrees latitude (g = 980.6199 gals.).
 DX2374
 DX2374.The modeled gravity was interpolated from observed gravity values.
 DX2374
 DX2374;                    North         East    Units  Estimated Accuracy
 DX2374;SPC CA 6     -   697,450.    1,926,300.      MT  (+/- 180 meters Scaled)
 DX2374
 DX2374                          SUPERSEDED SURVEY CONTROL
 DX2374
 DX2374  NGVD 29 (??/??/92)  686.909  (m)         2253.63   (f) ADJ UNCH    1 1
 DX2374
 DX2374.Superseded values are not recommended for survey control.
 DX2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2374.See file dsdata.txt to determine how the superseded data were derived.
 DX2374
 DX2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT956559(NAD 83)
 DX2374_MARKER: DD = SURVEY DISK
 DX2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2374_STAMPING: 603-102-68
 DX2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2374+STABILITY: SURFACE MOTION
 DX2374
 DX2374  HISTORY     - Date     Condition        Report By
 DX2374  HISTORY     - 1968     MONUMENTED       CA-065
 DX2374  HISTORY     - 1978     GOOD             NGS
 DX2374
 DX2374                          STATION DESCRIPTION
 DX2374
 DX2374'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX2374'4.2 MI W FROM BEAUMONT.
 DX2374'4.2 MILES WEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DX2374'AT BEAUMONT, 82 FT. SOUTH OF THE CENTER LINE OF SAN TIMOTEO
 DX2374'CANYON RD. 75 FT. SOUTH OF MILE POST MARKER 558, 1 FT. NORTH
 DX2374'OF A BARB WIRE FENCE, 2 FT. WEST OF MARKER POST AND LEVEL WITH
 DX2374'THE ROAD, SET A STANDARD BRASS DISK IN A CONCRETE POST 6 IN.
 DX2374'ABOVE GROUND.
 DX2374
 DX2374                          STATION RECOVERY (1978)
 DX2374
 DX2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2381 ***********************************************************************
 DX2381  DESIGNATION -  603 106
 DX2381  PID         -  DX2381
 DX2381  STATE/COUNTY-  CA/RIVERSIDE
 DX2381  USGS QUAD   -  EL CASCO (1979)
 DX2381
 DX2381                         *CURRENT SURVEY CONTROL
 DX2381  ___________________________________________________________________
 DX2381* NAD 83(1986)-  33 58 34.     (N)    117 06 15.     (W)     SCALED    
 DX2381* NAVD 88     -       583.418  (meters)    1914.10   (feet)  READJUSTED
 DX2381  ___________________________________________________________________
 DX2381  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX2381  DYNAMIC HT  -         582.720 (meters)    1911.81  (feet)  COMP
 DX2381  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 DX2381
 DX2381  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2381
 DX2381.The horizontal coordinates were scaled from a topographic map and have
 DX2381.an estimated accuracy of +/- 6 seconds.
 DX2381
 DX2381.The orthometric height was determined by differential leveling
 DX2381.and adjusted in February 1993.
 DX2381.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2381.distribution rate of 0.0 thru 1.0 mm/km.
 DX2381.The height was derived from older observations constrained to new
 DX2381.heights in a crustal motion area.  The height is approximate in
 DX2381.relation to other heights in its vicinity.
 DX2381
 DX2381.The geoid height was determined by GEOID03.
 DX2381
 DX2381.The dynamic height is computed by dividing the NAVD 88
 DX2381.geopotential number by the normal gravity value computed on the
 DX2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2381.degrees latitude (g = 980.6199 gals.).
 DX2381
 DX2381.The modeled gravity was interpolated from observed gravity values.
 DX2381
 DX2381;                    North         East    Units  Estimated Accuracy
 DX2381;SPC CA 6     -   701,000.    1,921,070.      MT  (+/- 180 meters Scaled)
 DX2381
 DX2381                          SUPERSEDED SURVEY CONTROL
 DX2381
 DX2381  NGVD 29 (??/??/92)  582.610  (m)         1911.45   (f) ADJ UNCH    1 1
 DX2381
 DX2381.Superseded values are not recommended for survey control.
 DX2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2381.See file dsdata.txt to determine how the superseded data were derived.
 DX2381
 DX2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT903595(NAD 83)
 DX2381_MARKER: P = PIPE CAP
 DX2381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2381_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2381_STAMPING: 1910
 DX2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2381
 DX2381  HISTORY     - Date     Condition        Report By
 DX2381  HISTORY     - 1910     MONUMENTED       USGS
 DX2381  HISTORY     - 1968     GOOD             NGS
 DX2381  HISTORY     - 1978     GOOD             NGS
 DX2381
 DX2381                          STATION DESCRIPTION
 DX2381
 DX2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2381'8.3 MI W FROM BEAUMONT.
 DX2381'8.3 MILES WEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION
 DX2381'AT BEAUMONT 148 FT. SOUTH OF THE CENTER LINE OF SAN TIMOTEO CYN.
 DX2381'RD. 90 FT. NORTH WEST OF THE NORTH WEST CORNER OF A CHURCH,
 DX2381'33 FT. SOUTH EAST OF PP 461262E, 6 FT. EAST OF A BARB WIRE FENCE,
 DX2381'AND 2 FT. HIGHER THAN THE ROAD.  A U.S.G.S. BRASS CAP AND 3 IN.
 DX2381'IRON PIPE 1 FT. HIGHER THAN THE GROUND.
 DX2381
 DX2381                          STATION RECOVERY (1978)
 DX2381
 DX2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0668 ***********************************************************************
 DX0668  DESIGNATION -  603 25
 DX0668  PID         -  DX0668
 DX0668  STATE/COUNTY-  CA/RIVERSIDE
 DX0668  USGS QUAD   -  INDIO (1972)
 DX0668
 DX0668                         *CURRENT SURVEY CONTROL
 DX0668  ___________________________________________________________________
 DX0668* NAD 83(1986)-  33 40 49.     (N)    116 10 25.     (W)     SCALED    
 DX0668* NAVD 88     -       -20.68   (+/-2cm)     -67.8    (feet)  VERTCON   
 DX0668  ___________________________________________________________________
 DX0668  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DX0668  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0668
 DX0668.The horizontal coordinates were scaled from a topographic map and have
 DX0668.an estimated accuracy of +/- 6 seconds.
 DX0668
 DX0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0668.The vertical order pertains to the NGVD 29 superseded value.
 DX0668
 DX0668.The geoid height was determined by GEOID03.
 DX0668
 DX0668;                    North         East    Units  Estimated Accuracy
 DX0668;SPC CA 6     -   667,870.    2,007,080.      MT  (+/- 180 meters Scaled)
 DX0668
 DX0668                          SUPERSEDED SURVEY CONTROL
 DX0668
 DX0668  NGVD 29 (??/??/??)  -21.353  (m)          -70.06   (f) ADJUSTED    1 2
 DX0668
 DX0668.Superseded values are not recommended for survey control.
 DX0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0668.See file dsdata.txt to determine how the superseded data were derived.
 DX0668
 DX0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT766270(NAD 83)
 DX0668_MARKER: DD = SURVEY DISK
 DX0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0668_STAMPING: 603-25-68
 DX0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0668+STABILITY: SURFACE MOTION
 DX0668
 DX0668  HISTORY     - Date     Condition        Report By
 DX0668  HISTORY     - 1968     MONUMENTED       CA-065
 DX0668
 DX0668                          STATION DESCRIPTION
 DX0668
 DX0668'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0668'AT COACHELLA.
 DX0668'IN THE TOWN OF COACHELLA, 212 FEET NORTH EAST OF THE NORTH EAST
 DX0668'CORNER OF THE RAILROAD STATION, 137 FEET NORTH OF THE CENTER
 DX0668'LINE OF FOURTH STREET 32 FEET NORTH EAST OF THE NORTH WEST BOUND
 DX0668'TRACK OF THE RAILROAD, 6 FEET NORTH EAST OF A TELEPHONE POLE
 DX0668'NO NUMBER 58 FEET SOUTH EAST OF RAILROAD SPUR LINE SWITCH 2 FEET
 DX0668'NORTH EAST OF MARKER POST SET A STANDARD BRASS DISK IN A CONCRETE
 DX0668'POST 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0670 ***********************************************************************
 DX0670  DESIGNATION -  603 26
 DX0670  PID         -  DX0670
 DX0670  STATE/COUNTY-  CA/RIVERSIDE
 DX0670  USGS QUAD   -  INDIO (1972)
 DX0670
 DX0670                         *CURRENT SURVEY CONTROL
 DX0670  ___________________________________________________________________
 DX0670* NAD 83(1986)-  33 41 34.     (N)    116 11 05.     (W)     SCALED    
 DX0670* NAVD 88     -       -15.548  (meters)     -51.01   (feet)  READJUSTED
 DX0670  ___________________________________________________________________
 DX0670  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DX0670  DYNAMIC HT  -         -15.530 (meters)     -50.95  (feet)  COMP
 DX0670  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DX0670
 DX0670  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0670
 DX0670.The horizontal coordinates were scaled from a topographic map and have
 DX0670.an estimated accuracy of +/- 6 seconds.
 DX0670
 DX0670.The orthometric height was determined by differential leveling
 DX0670.and adjusted in February 1993.
 DX0670.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0670.distribution rate of 0.0 thru 1.0 mm/km.
 DX0670.The height was derived from older observations constrained to new
 DX0670.heights in a crustal motion area.  The height is approximate in
 DX0670.relation to other heights in its vicinity.
 DX0670
 DX0670.The geoid height was determined by GEOID03.
 DX0670
 DX0670.The dynamic height is computed by dividing the NAVD 88
 DX0670.geopotential number by the normal gravity value computed on the
 DX0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0670.degrees latitude (g = 980.6199 gals.).
 DX0670
 DX0670.The modeled gravity was interpolated from observed gravity values.
 DX0670
 DX0670;                    North         East    Units  Estimated Accuracy
 DX0670;SPC CA 6     -   669,250.    2,006,050.      MT  (+/- 180 meters Scaled)
 DX0670
 DX0670                          SUPERSEDED SURVEY CONTROL
 DX0670
 DX0670  NGVD 29 (??/??/92)  -16.215  (m)          -53.20   (f) ADJ UNCH    1 1
 DX0670
 DX0670.Superseded values are not recommended for survey control.
 DX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0670.See file dsdata.txt to determine how the superseded data were derived.
 DX0670
 DX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT755283(NAD 83)
 DX0670_MARKER: DD = SURVEY DISK
 DX0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0670_STAMPING: 603-26-68
 DX0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0670+STABILITY: SURFACE MOTION
 DX0670
 DX0670  HISTORY     - Date     Condition        Report By
 DX0670  HISTORY     - 1968     MONUMENTED       CA-065
 DX0670  HISTORY     - 1978     GOOD             NGS
 DX0670
 DX0670                          STATION DESCRIPTION
 DX0670
 DX0670'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0670'1 MI N FROM COACHELLA.
 DX0670'1 MILE NORTH EAST ALONG CALIFORNIA STATE HWY. 99, FROM RAILROAD
 DX0670'STATION IN COACHELLA, ON PROJECTION OF AVE. 49 ACROSS HWY. 99,
 DX0670'86 FT NORTH EAST OF THE WEST BD. LANE OF HWY. 99, 155 FT. NORTH
 DX0670'EAST OF A SWITCH BOX, 27 FT. SOUTH WEST OF THE CENTER OF THE
 DX0670'EAST BD. TRACK OF THE RAILROAD 37 FT. NORTH EAST OF TELEPHONE
 DX0670'POLE E-J5A-J6, 2 FT NORTH EAST OF MARKER POST SET A STANDARD
 DX0670'BRASS DISK IN A CONCRETE POST 2 IN. ABOVE GROUND.
 DX0670
 DX0670                          STATION RECOVERY (1978)
 DX0670
 DX0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0670'CALIFORNIA STATE HIGHWAY 99 IS STATE HIGHWAY 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0001 ***********************************************************************
 DX0001  DESIGNATION -  603 27
 DX0001  PID         -  DX0001
 DX0001  STATE/COUNTY-  CA/RIVERSIDE
 DX0001  USGS QUAD   -  INDIO (1972)
 DX0001
 DX0001                         *CURRENT SURVEY CONTROL
 DX0001  ___________________________________________________________________
 DX0001* NAD 83(1986)-  33 42 03.     (N)    116 11 27.     (W)     SCALED    
 DX0001* NAVD 88     -       -12.79   (+/-2cm)     -42.0    (feet)  VERTCON   
 DX0001  ___________________________________________________________________
 DX0001  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DX0001  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX0001
 DX0001.The horizontal coordinates were scaled from a topographic map and have
 DX0001.an estimated accuracy of +/- 6 seconds.
 DX0001
 DX0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0001.The vertical order pertains to the NGVD 29 superseded value.
 DX0001
 DX0001.The geoid height was determined by GEOID03.
 DX0001
 DX0001;                    North         East    Units  Estimated Accuracy
 DX0001;SPC CA 6     -   670,150.    2,005,490.      MT  (+/- 180 meters Scaled)
 DX0001
 DX0001                          SUPERSEDED SURVEY CONTROL
 DX0001
 DX0001  NGVD 29 (??/??/??)  -13.456  (m)          -44.15   (f) ADJUSTED    1 1
 DX0001
 DX0001.Superseded values are not recommended for survey control.
 DX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0001.See file dsdata.txt to determine how the superseded data were derived.
 DX0001
 DX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT749292(NAD 83)
 DX0001_MARKER: DD = SURVEY DISK
 DX0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0001_STAMPING: 603-27-68
 DX0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0001+STABILITY: SURFACE MOTION
 DX0001
 DX0001  HISTORY     - Date     Condition        Report By
 DX0001  HISTORY     - 1968     MONUMENTED       CA-065
 DX0001
 DX0001                          STATION DESCRIPTION
 DX0001
 DX0001'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0001'2 MI SE FROM INDIO.
 DX0001'2.0 MILES SOUTH EAST ALONG SOUTHERN PACIFIC RAILROAD FROM STATION
 DX0001'AT INDIO AT Y INTERSECTION OF HWY. 60-70-99-111, 298 FEET NORTH
 DX0001'EAST OF HWY. 60 TO BLYTH, 94 FEET NORTH EAST OF THE NORTH WEST
 DX0001'BOUND TRACK OF RAILROAD, 21 FEET NORTH WEST OF TELEPHONE POLE
 DX0001'1079, 22 FEET WEST OF TELEPHONE POLE 1078 2 FEET WEST OF MARKER
 DX0001'POST AND 3 FEET LOWER THAN THE RAILROAD, SET IN A STANDARD BRASS
 DX0001'DISK IN A CONCRETE POST 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0737 ***********************************************************************
 DX0737  DESIGNATION -  603 35
 DX0737  PID         -  DX0737
 DX0737  STATE/COUNTY-  CA/RIVERSIDE
 DX0737  USGS QUAD   -  LA QUINTA (1980)
 DX0737
 DX0737                         *CURRENT SURVEY CONTROL
 DX0737  ___________________________________________________________________
 DX0737* NAD 83(1986)-  33 44 49.     (N)    116 16 03.     (W)     SCALED    
 DX0737* NAVD 88     -        13.917  (meters)      45.66   (feet)  ADJUSTED  
 DX0737  ___________________________________________________________________
 DX0737  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DX0737  DYNAMIC HT  -          13.902 (meters)      45.61  (feet)  COMP
 DX0737  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DX0737
 DX0737  VERT ORDER  -  FIRST     CLASS I
 DX0737
 DX0737.The horizontal coordinates were scaled from a topographic map and have
 DX0737.an estimated accuracy of +/- 6 seconds.
 DX0737
 DX0737.The orthometric height was determined by differential leveling
 DX0737.and adjusted in June 1991.
 DX0737
 DX0737.The geoid height was determined by GEOID03.
 DX0737
 DX0737.The dynamic height is computed by dividing the NAVD 88
 DX0737.geopotential number by the normal gravity value computed on the
 DX0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0737.degrees latitude (g = 980.6199 gals.).
 DX0737
 DX0737.The modeled gravity was interpolated from observed gravity values.
 DX0737
 DX0737;                    North         East    Units  Estimated Accuracy
 DX0737;SPC CA 6     -   675,260.    1,998,380.      MT  (+/- 180 meters Scaled)
 DX0737
 DX0737                          SUPERSEDED SURVEY CONTROL
 DX0737
 DX0737  NGVD 29 (??/??/92)   13.242  (m)           43.44   (f) ADJ UNCH    1 1
 DX0737
 DX0737.Superseded values are not recommended for survey control.
 DX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0737.See file dsdata.txt to determine how the superseded data were derived.
 DX0737
 DX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT678343(NAD 83)
 DX0737_MARKER: DD = SURVEY DISK
 DX0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0737_SP_SET: CONCRETE POST
 DX0737_STAMPING: 603 35 68
 DX0737_MARK LOGO: CA-065
 DX0737_PROJECTION: PROJECTING 3 CENTIMETERS
 DX0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0737+STABILITY: SURFACE MOTION
 DX0737
 DX0737  HISTORY     - Date     Condition        Report By
 DX0737  HISTORY     - 1968     MONUMENTED       CA-065
 DX0737  HISTORY     - 1978     POOR             NGS
 DX0737  HISTORY     - 1988     GOOD             NGS
 DX0737
 DX0737                          STATION DESCRIPTION
 DX0737
 DX0737'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0737'4.1 MI NW FROM INDIO.
 DX0737'3.6 MILES NORTHWEST ALONG HIGHWAY 60 FROM HIGHWAY 111 INTERSECTION
 DX0737'AT Y IN INDIO, THEN 0.5 MILE NORTHWEST ALONG COUNTRY CLUB DRIVE,
 DX0737'SET BRASS DISK IN CONCRETE CYLINDER.  MONUMENT IS 5.0 FEET BELOW
 DX0737'LEVEL OF RAILROAD TRACKS AND 0.8 FOOT ABOVE GRADE, 113.0 FEET
 DX0737'NORTHEAST OF COUNTRY CLUB DRIVE, 28.0 FEET SOUTHEAST OF SOUTHEAST
 DX0737'BOUND TRACK OF RAILROAD, 12.8 FEET NORTHWEST OF TELEPHONE POLE
 DX0737'NO. SET IN POLE LINE, 232.0 FEET NORTHWEST OF RAILROAD SIGNAL
 DX0737'BOX AND 325.0 FEET NORTHWEST OF HIGHWAY 60 OVERPASS, MARKER POST
 DX0737'2.0 FEET TO NORTHEAST.
 DX0737
 DX0737                          STATION RECOVERY (1978)
 DX0737
 DX0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0737'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE RAILROAD STATION
 DX0737'AT INDIO, THENCE 1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DX0737'RAILROAD, 0.1 MILE NORTHWEST OF A CONCRETE INTERSTATE 10 EXIT RAMP
 DX0737'OVERPASS, 230.0 FT. NORTHWEST OF AN OVERHEAD SIGNAL, 28.0 FT. SOUTH-
 DX0737'WEST OF THE SOUTHWEST RAIL, 113.0 FT. NORTHEAST OF THE CENTER LINE OF
 DX0737'COUNTRY CLUB ROAD, 12.8 FT. NORTHWEST OF A TELEPHONE POLE. THE DISK
 DX0737'HAS BEEN BATTERED BUT IS STILL LEGIBLE.
 DX0737
 DX0737                          STATION RECOVERY (1988)
 DX0737
 DX0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0737'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM (3.80
 DX0737'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0737'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, THENCE 0.6
 DX0737'KM (0.35 MI) NORTHWEST ALONG COUNTRY CLUB DRIVE, 99 M (324.8 FT)
 DX0737'NORTHWEST OF THE NORTHWESTMOST OVERPASS OF THE I-10 BUSINESS ROUTE,
 DX0737'34.4 M (112.9 FT) NORTHEAST OF THE DRIVE CENTERLINE, 8.5 M (27.9 FT)
 DX0737'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 DX0737'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 DX0737'THE MARK IS 0.9 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0087 ***********************************************************************
 DX0087  DESIGNATION -  603 37
 DX0087  PID         -  DX0087
 DX0087  STATE/COUNTY-  CA/RIVERSIDE
 DX0087  USGS QUAD   -  MYOMA (1979)
 DX0087
 DX0087                         *CURRENT SURVEY CONTROL
 DX0087  ___________________________________________________________________
 DX0087* NAD 83(1986)-  33 45 34.     (N)    116 18 11.     (W)     SCALED    
 DX0087* NAVD 88     -        32.272  (meters)     105.88   (feet)  ADJUSTED  
 DX0087  ___________________________________________________________________
 DX0087  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DX0087  DYNAMIC HT  -          32.236 (meters)     105.76  (feet)  COMP
 DX0087  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 DX0087
 DX0087  VERT ORDER  -  FIRST     CLASS I
 DX0087
 DX0087.The horizontal coordinates were scaled from a topographic map and have
 DX0087.an estimated accuracy of +/- 6 seconds.
 DX0087
 DX0087.The orthometric height was determined by differential leveling
 DX0087.and adjusted in June 1991.
 DX0087
 DX0087.The geoid height was determined by GEOID03.
 DX0087
 DX0087.The dynamic height is computed by dividing the NAVD 88
 DX0087.geopotential number by the normal gravity value computed on the
 DX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0087.degrees latitude (g = 980.6199 gals.).
 DX0087
 DX0087.The modeled gravity was interpolated from observed gravity values.
 DX0087
 DX0087;                    North         East    Units  Estimated Accuracy
 DX0087;SPC CA 6     -   676,650.    1,995,090.      MT  (+/- 180 meters Scaled)
 DX0087
 DX0087                          SUPERSEDED SURVEY CONTROL
 DX0087
 DX0087  NGVD 29 (??/??/92)   31.598  (m)          103.67   (f) ADJ UNCH    1 1
 DX0087
 DX0087.Superseded values are not recommended for survey control.
 DX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0087.See file dsdata.txt to determine how the superseded data were derived.
 DX0087
 DX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT645357(NAD 83)
 DX0087_MARKER: DD = SURVEY DISK
 DX0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0087_SP_SET: CONCRETE POST
 DX0087_STAMPING: 603 37 68
 DX0087_MARK LOGO: CA-065
 DX0087_PROJECTION: PROJECTING 9 CENTIMETERS
 DX0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0087+STABILITY: SURFACE MOTION
 DX0087
 DX0087  HISTORY     - Date     Condition        Report By
 DX0087  HISTORY     - 1968     MONUMENTED       CA-065
 DX0087  HISTORY     - 1978     GOOD             NGS
 DX0087  HISTORY     - 1988     GOOD             NGS
 DX0087  HISTORY     - 20090126 MARK NOT FOUND   GEOCAC
 DX0087
 DX0087                          STATION DESCRIPTION
 DX0087
 DX0087'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0087'6.9 MI NW FROM INDIO.
 DX0087'3.6 MILES NORTHWEST ALONG HIGHWAY 60 FROM HIGHWAY 111 AT Y IN
 DX0087'INDIO, THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE, SET
 DX0087'BRASS DISK IN 12 INCH CONCRETE CYLINDER.  MONUMENT IS 6.0 FEET
 DX0087'BELOW RAILROAD TRACKS AND 0.8 FOOT ABOVE GROUND, 254.0 FEET
 DX0087'NORTHWEST OF NEW WASHINGTON STREET OVERPASS, 23.0 FEET NORTHWEST
 DX0087'OF TELEPHONE POLE, NO NUMBER.  MONUMENT IN POLE LINE 296.0 FEET
 DX0087'SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF
 DX0087'SOUTHEAST BOUND TRACK OF RAILROAD.
 DX0087
 DX0087                          STATION RECOVERY (1978)
 DX0087
 DX0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0087'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE RAILROAD STATION
 DX0087'AT INDIO, THENCE 3.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DX0087'RAILROAD, AT THE WASHINGTON STREET OVERPASS, 254.0 FT. NORTHWEST OF
 DX0087'THE NORTHWEST SIDE OF THE OVERPASS, 44.0 FT. SOUTHWEST OF THE
 DX0087'SOUTHWEST RAIL, 23.0 FT. NORTHWEST OF A TELEPHONE POLE.
 DX0087
 DX0087                          STATION RECOVERY (1988)
 DX0087
 DX0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM (3.80
 DX0087'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0087'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, THENCE 4.1
 DX0087'KM (2.55 MI) NORTHWEST ALONG COUNTRY CLUB DRIVE, THENCE 0.18 KM (0.10
 DX0087'MI) NORTH AND ACROSS COUNTRY AND ALONG THE WEST SIDE OF WASHINGTON
 DX0087'STREET, ALONG THE SOUTHERN PACIFIC RAILROAD, 77 M (252.6 FT)
 DX0087'NORTHWEST OF THE NORTHWEST SIDE OF THE WASHINGTON STREET
 DX0087'OVERCROSSING, 13.4 M (44.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 6.0 M
 DX0087'(19.7 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD.
 DX0087'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 DX0087
 DX0087                          STATION RECOVERY (2009)
 DX0087
 DX0087'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 DX0087'THE DISK NOW AT THIS LOCATION IS STAMPED 603.37.68 RESET 1999.
 DX0087'HH2 (NAD 83) 33 45 34.7 (N)  116 18 10.3 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0088 ***********************************************************************
 DX0088  DESIGNATION -  603 38
 DX0088  PID         -  DX0088
 DX0088  STATE/COUNTY-  CA/RIVERSIDE
 DX0088  USGS QUAD   -  MYOMA (1979)
 DX0088
 DX0088                         *CURRENT SURVEY CONTROL
 DX0088  ___________________________________________________________________
 DX0088* NAD 83(1986)-  33 46 21.     (N)    116 18 15.     (W)     SCALED    
 DX0088* NAVD 88     -        33.662  (meters)     110.44   (feet)  ADJUSTED  
 DX0088  ___________________________________________________________________
 DX0088  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DX0088  DYNAMIC HT  -          33.624 (meters)     110.31  (feet)  COMP
 DX0088  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DX0088  OBS GRAVITY -     979,521.6   (mgal)                       GRAV_OBS
 DX0088
 DX0088  VERT ORDER  -  FIRST     CLASS I
 DX0088
 DX0088.The horizontal coordinates were scaled from a topographic map and have
 DX0088.an estimated accuracy of +/- 6 seconds.
 DX0088
 DX0088.The orthometric height was determined by differential leveling
 DX0088.and adjusted in June 1991.
 DX0088
 DX0088.The geoid height was determined by GEOID03.
 DX0088
 DX0088.The dynamic height is computed by dividing the NAVD 88
 DX0088.geopotential number by the normal gravity value computed on the
 DX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0088.degrees latitude (g = 980.6199 gals.).
 DX0088
 DX0088.The modeled gravity was interpolated from observed gravity values.
 DX0088.The observed gravity was obtained from relative gravimeter ties
 DX0088.to the IGSN71 gravity network.
 DX0088
 DX0088;                    North         East    Units  Estimated Accuracy
 DX0088;SPC CA 6     -   678,100.    1,994,980.      MT  (+/- 180 meters Scaled)
 DX0088
 DX0088                          SUPERSEDED SURVEY CONTROL
 DX0088
 DX0088  NGVD 29 (??/??/92)   32.987  (m)          108.22   (f) ADJ UNCH    1 1
 DX0088
 DX0088.Superseded values are not recommended for survey control.
 DX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0088.See file dsdata.txt to determine how the superseded data were derived.
 DX0088
 DX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT644371(NAD 83)
 DX0088_MARKER: DD = SURVEY DISK
 DX0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0088_SP_SET: CONCRETE POST
 DX0088_STAMPING: 603 38 68
 DX0088_MARK LOGO: CA-065
 DX0088_PROJECTION: RECESSED 18 CENTIMETERS
 DX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0088+STABILITY: SURFACE MOTION
 DX0088
 DX0088  HISTORY     - Date     Condition        Report By
 DX0088  HISTORY     - 1968     MONUMENTED       CA-065
 DX0088  HISTORY     - 1978     GOOD             NGS
 DX0088  HISTORY     - 1988     GOOD             NGS
 DX0088
 DX0088                          STATION DESCRIPTION
 DX0088
 DX0088'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0088'7.2 MI NW FROM INDIO.
 DX0088'6.5 MILES NORTH WEST ALONG CALIFORNIA STATE HWY. 60-70 FROM HWY.
 DX0088'111 INTERSECTION AT Y IN INDIO THEN 0.75 MILE NORTH ALONG
 DX0088'WASHINGTON ST. TO A PT. 259 FT. SOUTH OF AVE 38, 45 FT. WEST
 DX0088'OF THE CENTER LINE OF WASHINGTON ST. 11 FT SOUTH WEST OF PP 96204
 DX0088'I D, 2 FT. EAST OF MARKER POST AND LEVEL WITH PAVEMENT, SET A
 DX0088'STANDARD BRASS DISK IN A CONCRETE POST 2 IN. ABOVE GROUND.
 DX0088
 DX0088                          STATION RECOVERY (1978)
 DX0088
 DX0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0088'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE RAILROAD STATION
 DX0088'AT INDIO, THENCE 3.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DX0088'RAILROAD, THENCE 1.05 MILES NORTH ALONG WASHINGTON STREET.
 DX0088
 DX0088                          STATION RECOVERY (1988)
 DX0088
 DX0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 DX0088'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0088'AVENUE) FROM STATE HIGHWAY 111 IN INDIO, THENCE 3.3 KM (2.05 MI)
 DX0088'NORTHWEST ALONG INTERSTATE HIGHWAY 10, THENCE 1.3 KM (0.80 MI) NORTH
 DX0088'ALONG WASHINGTON STREET, 78.9 M (258.9 FT) SOUTH OF THE CENTER OF
 DX0088'AVENUE 39, 13.7 M (44.9 FT) WEST OF THE CENTERLINE OF WASHINGTON
 DX0088'STREET, 3.3 M (10.8 FT) SOUTHWEST OF POWER POLE 96204.
 DX0088'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 DX0088'THE MARK IS 0.2 M BELOW THE STREETS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0089 ***********************************************************************
 DX0089  DESIGNATION -  603 39
 DX0089  PID         -  DX0089
 DX0089  STATE/COUNTY-  CA/RIVERSIDE
 DX0089  USGS QUAD   -  MYOMA (1979)
 DX0089
 DX0089                         *CURRENT SURVEY CONTROL
 DX0089  ___________________________________________________________________
 DX0089* NAD 83(1986)-  33 47 16.     (N)    116 18 03.     (W)     SCALED    
 DX0089* NAVD 88     -        45.252  (meters)     148.46   (feet)  READJUSTED
 DX0089  ___________________________________________________________________
 DX0089  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DX0089  DYNAMIC HT  -          45.200 (meters)     148.29  (feet)  COMP
 DX0089  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 DX0089
 DX0089  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX0089
 DX0089.The horizontal coordinates were scaled from a topographic map and have
 DX0089.an estimated accuracy of +/- 6 seconds.
 DX0089
 DX0089.The orthometric height was determined by differential leveling
 DX0089.and adjusted in February 1993.
 DX0089.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX0089.distribution rate of 1.1 thru 2.0 mm/km.
 DX0089.The height was derived from older observations constrained to new
 DX0089.heights in a crustal motion area.  The height is approximate in
 DX0089.relation to other heights in its vicinity.
 DX0089
 DX0089.The geoid height was determined by GEOID03.
 DX0089
 DX0089.The dynamic height is computed by dividing the NAVD 88
 DX0089.geopotential number by the normal gravity value computed on the
 DX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0089.degrees latitude (g = 980.6199 gals.).
 DX0089
 DX0089.The modeled gravity was interpolated from observed gravity values.
 DX0089
 DX0089;                    North         East    Units  Estimated Accuracy
 DX0089;SPC CA 6     -   679,790.    1,995,290.      MT  (+/- 180 meters Scaled)
 DX0089
 DX0089                          SUPERSEDED SURVEY CONTROL
 DX0089
 DX0089  NGVD 29 (??/??/92)   44.574  (m)          146.24   (f) ADJ UNCH    1 1
 DX0089
 DX0089.Superseded values are not recommended for survey control.
 DX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0089.See file dsdata.txt to determine how the superseded data were derived.
 DX0089
 DX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT647388(NAD 83)
 DX0089_MARKER: DD = SURVEY DISK
 DX0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0089_STAMPING: 603-39-68
 DX0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0089+STABILITY: SURFACE MOTION
 DX0089
 DX0089  HISTORY     - Date     Condition        Report By
 DX0089  HISTORY     - 1968     MONUMENTED       CA-065
 DX0089  HISTORY     - 1978     GOOD             NGS
 DX0089
 DX0089                          STATION DESCRIPTION
 DX0089
 DX0089'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0089'8.3 MI NW FROM INDIO.
 DX0089'6.5 MILES NORTH WEST ALONG CALIFORNIA STATE HWY. 60 FROM Y IN
 DX0089'INDIO AT HWY. 111 THEN 1.8 MILES NORTH ALONG WASHINGTON STREET
 DX0089'45 FEET EAST OF WASHINGTON STREET 292 FEET NORTH OF AVENUE 36,
 DX0089'18 FEET EAST OF POWER POLE 2170 CWT.  2 FEET WEST OF MARKER POST
 DX0089'SET A STANDARD BRASS DISK IN A CONCRETE POST 2 IN ABOVE GROUND.
 DX0089
 DX0089                          STATION RECOVERY (1978)
 DX0089
 DX0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0089'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE RAILROAD STATION
 DX0089'AT INDIO, THENCE 3.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DX0089'RAILROAD, THENCE 2.2 MILES NORTH ALONG WASHINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0090 ***********************************************************************
 DX0090  DESIGNATION -  603 40
 DX0090  PID         -  DX0090
 DX0090  STATE/COUNTY-  CA/RIVERSIDE
 DX0090  USGS QUAD   -  MYOMA (1979)
 DX0090
 DX0090                         *CURRENT SURVEY CONTROL
 DX0090  ___________________________________________________________________
 DX0090* NAD 83(1986)-  33 48 05.     (N)    116 18 06.     (W)     SCALED    
 DX0090* NAVD 88     -        53.156  (meters)     174.40   (feet)  ADJUSTED  
 DX0090  ___________________________________________________________________
 DX0090  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DX0090  DYNAMIC HT  -          53.096 (meters)     174.20  (feet)  COMP
 DX0090  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 DX0090  OBS GRAVITY -     979,515.7   (mgal)                       GRAV_OBS
 DX0090
 DX0090  VERT ORDER  -  FIRST     CLASS I
 DX0090
 DX0090.The horizontal coordinates were scaled from a topographic map and have
 DX0090.an estimated accuracy of +/- 6 seconds.
 DX0090
 DX0090.The orthometric height was determined by differential leveling
 DX0090.and adjusted in June 1991.
 DX0090
 DX0090.The geoid height was determined by GEOID03.
 DX0090
 DX0090.The dynamic height is computed by dividing the NAVD 88
 DX0090.geopotential number by the normal gravity value computed on the
 DX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0090.degrees latitude (g = 980.6199 gals.).
 DX0090
 DX0090.The modeled gravity was interpolated from observed gravity values.
 DX0090.The observed gravity was obtained from relative gravimeter ties
 DX0090.to the IGSN71 gravity network.
 DX0090
 DX0090;                    North         East    Units  Estimated Accuracy
 DX0090;SPC CA 6     -   681,300.    1,995,220.      MT  (+/- 180 meters Scaled)
 DX0090
 DX0090                          SUPERSEDED SURVEY CONTROL
 DX0090
 DX0090  NGVD 29 (??/??/92)   52.474  (m)          172.16   (f) ADJ UNCH    1 1
 DX0090
 DX0090.Superseded values are not recommended for survey control.
 DX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0090.See file dsdata.txt to determine how the superseded data were derived.
 DX0090
 DX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT646403(NAD 83)
 DX0090_MARKER: DD = SURVEY DISK
 DX0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0090_SP_SET: CONCRETE POST
 DX0090_STAMPING: 603 40 68
 DX0090_MARK LOGO: CA-065
 DX0090_PROJECTION: FLUSH
 DX0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0090+STABILITY: SURFACE MOTION
 DX0090
 DX0090  HISTORY     - Date     Condition        Report By
 DX0090  HISTORY     - 1968     MONUMENTED       CA-065
 DX0090  HISTORY     - 1978     GOOD             NGS
 DX0090  HISTORY     - 1988     GOOD             NGS
 DX0090
 DX0090                          STATION DESCRIPTION
 DX0090
 DX0090'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0090'9.2 MI NW FROM INDIO.
 DX0090'6.5 MILES NORTH WEST ALONG CALIFORNIA STATE HWY. 60 FROM HWY. 111
 DX0090'AT Y IN INDIO, 2.7 MILES NORTH ALONG WASHINTON 50 FT. WEST OF
 DX0090'THE CENTER LINE OF WASHINGTON ST. 236 FT. SOUTH OF AVE 34, 12 FT
 DX0090'SOUTH WEST OF PP 905012ID, 2 FT. EAST OF MARKER POST AND LEVEL
 DX0090'WITH WASHINGTON ST. SET A STANDARD BRASS DISK IN A CONCRETE
 DX0090'POST 4 IN. ABOVE GROUND.
 DX0090
 DX0090                          STATION RECOVERY (1978)
 DX0090
 DX0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0090'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE RAILROAD STATION
 DX0090'AT INDIO, THENCE 3.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DX0090'RAILROAD, THENCE 3.1 MILES NORTH ALONG WASHINGTON STREET.
 DX0090
 DX0090                          STATION RECOVERY (1988)
 DX0090
 DX0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 DX0090'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0090'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, THENCE 3.3
 DX0090'KM (2.05 MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10, THENCE 4.5 KM
 DX0090'(2.80 MI) NORTH ALONG WASHINGTON STREET, 0.35 KM (0.20 MI) SOUTH OF A
 DX0090'POWERLINE CROSSING, 71.9 M (235.9 FT) SOUTH OF THE CENTER OF AVENUE
 DX0090'34, 16.4 M (53.8 FT) WEST OF THE STREET CENTERLINE, 13.2 M (43.3 FT)
 DX0090'NORTHEAST OF A PRIVATE ROAD, 8.2 M (26.9 FT) SOUTHWEST OF A POWER
 DX0090'POLE.
 DX0090'THE MARK IS 0.70 METERS  E FROM  A WITNESS POST
 DX0090'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0091 ***********************************************************************
 DX0091  DESIGNATION -  603 41
 DX0091  PID         -  DX0091
 DX0091  STATE/COUNTY-  CA/RIVERSIDE
 DX0091  USGS QUAD   -  MYOMA (1979)
 DX0091
 DX0091                         *CURRENT SURVEY CONTROL
 DX0091  ___________________________________________________________________
 DX0091* NAD 83(1986)-  33 48 35.     (N)    116 18 44.     (W)     SCALED    
 DX0091* NAVD 88     -        76.959  (meters)     252.49   (feet)  ADJUSTED  
 DX0091  ___________________________________________________________________
 DX0091  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DX0091  DYNAMIC HT  -          76.872 (meters)     252.20  (feet)  COMP
 DX0091  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 DX0091
 DX0091  VERT ORDER  -  FIRST     CLASS I
 DX0091
 DX0091.The horizontal coordinates were scaled from a topographic map and have
 DX0091.an estimated accuracy of +/- 6 seconds.
 DX0091
 DX0091.The orthometric height was determined by differential leveling
 DX0091.and adjusted in June 1991.
 DX0091
 DX0091.The geoid height was determined by GEOID03.
 DX0091
 DX0091.The dynamic height is computed by dividing the NAVD 88
 DX0091.geopotential number by the normal gravity value computed on the
 DX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0091.degrees latitude (g = 980.6199 gals.).
 DX0091
 DX0091.The modeled gravity was interpolated from observed gravity values.
 DX0091
 DX0091;                    North         East    Units  Estimated Accuracy
 DX0091;SPC CA 6     -   682,230.    1,994,240.      MT  (+/- 180 meters Scaled)
 DX0091
 DX0091                          SUPERSEDED SURVEY CONTROL
 DX0091
 DX0091  NGVD 29 (??/??/92)   76.266  (m)          250.22   (f) ADJ UNCH    1 1
 DX0091
 DX0091.Superseded values are not recommended for survey control.
 DX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0091.See file dsdata.txt to determine how the superseded data were derived.
 DX0091
 DX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT636412(NAD 83)
 DX0091_MARKER: DD = SURVEY DISK
 DX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0091_SP_SET: CONCRETE POST
 DX0091_STAMPING: 603 41 68
 DX0091_MARK LOGO: CA-065
 DX0091_PROJECTION: FLUSH
 DX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0091+STABILITY: SURFACE MOTION
 DX0091
 DX0091  HISTORY     - Date     Condition        Report By
 DX0091  HISTORY     - 1968     MONUMENTED       CA-065
 DX0091  HISTORY     - 1978     GOOD             NGS
 DX0091  HISTORY     - 1988     GOOD             NGS
 DX0091
 DX0091                          STATION DESCRIPTION
 DX0091
 DX0091'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0091'10 MI NW FROM INDIO.
 DX0091'6.5 MILES NORTH WEST ALONG CALIFORNIA STATE HWY. 60 FROM HWY. 111
 DX0091'AT Y IN INDIO THEN NORTH 2.8 MILES ALONG WASHINGTON ST. 0.7 MILES
 DX0091'NORTH WEST ALONG SOUTHERN CALIF. EDISON TRANSMISSION LINE TO THE
 DX0091'3RD. ELECTRIC TOWER NORTH WEST OF WASHINGTON ST. 52 FT. SOUTH
 DX0091'WEST OF POWER LINE RD.  2 FT NORTH OF MARKER POST AND IN THE
 DX0091'CENTER OF THE 3RD. TRANSMISSION TOWER 42/1, SET A STANDARD BRASS
 DX0091'DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX0091
 DX0091                          STATION RECOVERY (1978)
 DX0091
 DX0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0091'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 86 FROM THE RAILROAD STATION
 DX0091'AT INDIO, THENCE 3.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 DX0091'RAILROAD, THENCE 3.4 MILES NORTH ALONG WASHINGTON STREET, THENCE 0.7
 DX0091'MILE NORTHWEST ALONG A SOUTHERN CALIFORNIA EDISON TRANSMISSION LINE,
 DX0091'4.8 MILES EAST OF 1000 PALMS, AT THE THIRD HIGH LINE TOWER NORTHWEST
 DX0091'OF WASHINGTON STREET, DIRECTLY UNDERNEATH THE TOWER, 52 FT. SOUTHWEST
 DX0091'OF THE CENTER LINE OF A DIRT MAINTENANCE ROAD.
 DX0091
 DX0091                          STATION RECOVERY (1988)
 DX0091
 DX0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0091'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.2 KM (3.85
 DX0091'MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE (INDIO
 DX0091'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 111 IN INDIO, THENCE 3.3
 DX0091'KM (2.05 MI) NORTHWEST ALONG INTERSTATE HIGHWAY 10, THENCE 4.8 KM
 DX0091'(3.00 MI) NORTH ALONG WASHINGTON STREET, THENCE 1.1 KM (0.70 MI)
 DX0091'NORTHWEST ALONG A ROAD ON THE NORTHEAST SIDE OF A POWERLINE, UNDER
 DX0091'THE 3RD ELECTRICAL TOWER WEST OF WASHINGTON STREET, 15.8 M (51.8 FT)
 DX0091'SOUTHWEST OF THE CENTER OF THE ROAD, 7.0 M (23.0 FT) SOUTHEAST OF THE
 DX0091'NORTHWEST LEG OF THE TOWER, 6.4 M (21.0 FT) SOUTHWEST OF THE
 DX0091'NORTHEAST LEG OF THE TOWER.
 DX0091'THE MARK IS 0.60 METERS  N FROM  A WITNESS POST
 DX0091'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0092 ***********************************************************************
 DX0092  DESIGNATION -  603 42
 DX0092  PID         -  DX0092
 DX0092  STATE/COUNTY-  CA/RIVERSIDE
 DX0092  USGS QUAD   -  MYOMA (1979)
 DX0092
 DX0092                         *CURRENT SURVEY CONTROL
 DX0092  ___________________________________________________________________
 DX0092* NAD 83(1986)-  33 48 59.     (N)    116 19 36.     (W)     SCALED    
 DX0092* NAVD 88     -        96.351  (meters)     316.11   (feet)  ADJUSTED  
 DX0092  ___________________________________________________________________
 DX0092  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DX0092  DYNAMIC HT  -          96.243 (meters)     315.76  (feet)  COMP
 DX0092  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 DX0092  OBS GRAVITY -     979,507.8   (mgal)                       GRAV_OBS
 DX0092
 DX0092  VERT ORDER  -  FIRST     CLASS I
 DX0092
 DX0092.The horizontal coordinates were scaled from a topographic map and have
 DX0092.an estimated accuracy of +/- 6 seconds.
 DX0092
 DX0092.The orthometric height was determined by differential leveling
 DX0092.and adjusted in June 1991.
 DX0092
 DX0092.The geoid height was determined by GEOID03.
 DX0092
 DX0092.The dynamic height is computed by dividing the NAVD 88
 DX0092.geopotential number by the normal gravity value computed on the
 DX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0092.degrees latitude (g = 980.6199 gals.).
 DX0092
 DX0092.The modeled gravity was interpolated from observed gravity values.
 DX0092.The observed gravity was obtained from relative gravimeter ties
 DX0092.to the IGSN71 gravity network.
 DX0092
 DX0092;                    North         East    Units  Estimated Accuracy
 DX0092;SPC CA 6     -   682,970.    1,992,900.      MT  (+/- 180 meters Scaled)
 DX0092
 DX0092                          SUPERSEDED SURVEY CONTROL
 DX0092
 DX0092  NGVD 29 (??/??/92)   95.651  (m)          313.81   (f) ADJ UNCH    1 1
 DX0092
 DX0092.Superseded values are not recommended for survey control.
 DX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0092.See file dsdata.txt to determine how the superseded data were derived.
 DX0092
 DX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT623420(NAD 83)
 DX0092_MARKER: DD = SURVEY DISK
 DX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0092_SP_SET: CONCRETE POST
 DX0092_STAMPING: 603 42 68
 DX0092_MARK LOGO: CA-065
 DX0092_PROJECTION: RECESSED 18 CENTIMETERS
 DX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0092+STABILITY: SURFACE MOTION
 DX0092
 DX0092  HISTORY     - Date     Condition        Report By
 DX0092  HISTORY     - 1968     MONUMENTED       CA-065
 DX0092  HISTORY     - 1978     GOOD             NGS
 DX0092  HISTORY     - 1988     GOOD             NGS
 DX0092
 DX0092                          STATION DESCRIPTION
 DX0092
 DX0092'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0092'3.9 MI E FROM 1000 PALMS.
 DX0092'3.9 MILES EAST ON RAMON ROAD FROM THE POST OFFICE AT 1000 PALMS TO
 DX0092'SOUTHERN CALIFORNIA EDISON POWER LINE ROAD THEN .05 MILES SOUTH
 DX0092'EAST ON POWER LINE ROAD 54 FEET SOUTH WEST OF POWER LINE ROAD AT
 DX0092'THE CENTER OF TRANSMISSION TOWER 43/1, 2 FEET NORTH WEST OF
 DX0092'MARKER POST SET A STANDARD BRASS DISK IN A CONCRETE POST 6 INCHES
 DX0092'ABOVE GROUND.
 DX0092
 DX0092                          STATION RECOVERY (1978)
 DX0092
 DX0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0092'RECOVERED IN GOOD CONDITION.
 DX0092
 DX0092                          STATION RECOVERY (1988)
 DX0092
 DX0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0092'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0092'ADD-- 6.2 M (20.3 FT)SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER, 4.6
 DX0092'M (15.1 FT) NORTHWEST OF THE SOUTHWEST LEG OF THE TOWER.
 DX0092'THE MARK IS 0.60 METERS  N FROM  A WITNESS POST
 DX0092'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0093 ***********************************************************************
 DX0093  DESIGNATION -  603 43
 DX0093  PID         -  DX0093
 DX0093  STATE/COUNTY-  CA/RIVERSIDE
 DX0093  USGS QUAD   -  MYOMA (1979)
 DX0093
 DX0093                         *CURRENT SURVEY CONTROL
 DX0093  ___________________________________________________________________
 DX0093* NAD 83(1986)-  33 49 37.     (N)    116 19 01.     (W)     SCALED    
 DX0093* NAVD 88     -       130.345  (meters)     427.64   (feet)  ADJUSTED  
 DX0093  ___________________________________________________________________
 DX0093  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 DX0093  DYNAMIC HT  -         130.199 (meters)     427.16  (feet)  COMP
 DX0093  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DX0093
 DX0093  VERT ORDER  -  FIRST     CLASS I
 DX0093
 DX0093.The horizontal coordinates were scaled from a topographic map and have
 DX0093.an estimated accuracy of +/- 6 seconds.
 DX0093
 DX0093.The orthometric height was determined by differential leveling
 DX0093.and adjusted in June 1991.
 DX0093
 DX0093.The geoid height was determined by GEOID03.
 DX0093
 DX0093.The dynamic height is computed by dividing the NAVD 88
 DX0093.geopotential number by the normal gravity value computed on the
 DX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0093.degrees latitude (g = 980.6199 gals.).
 DX0093
 DX0093.The modeled gravity was interpolated from observed gravity values.
 DX0093
 DX0093;                    North         East    Units  Estimated Accuracy
 DX0093;SPC CA 6     -   684,140.    1,993,800.      MT  (+/- 180 meters Scaled)
 DX0093
 DX0093                          SUPERSEDED SURVEY CONTROL
 DX0093
 DX0093  NGVD 29 (??/??/92)  129.631  (m)          425.30   (f) ADJ UNCH    1 1
 DX0093
 DX0093.Superseded values are not recommended for survey control.
 DX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0093.See file dsdata.txt to determine how the superseded data were derived.
 DX0093
 DX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT632431(NAD 83)
 DX0093_MARKER: DD = SURVEY DISK
 DX0093_SETTING: 80 = SET IN A BOULDER
 DX0093_SP_SET: BOULDER
 DX0093_STAMPING: 603 43 68
 DX0093_MARK LOGO: CA-065
 DX0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0093+STABILITY: SURFACE MOTION
 DX0093
 DX0093  HISTORY     - Date     Condition        Report By
 DX0093  HISTORY     - 1968     MONUMENTED       CA-065
 DX0093  HISTORY     - 1978     GOOD             NGS
 DX0093  HISTORY     - 1988     GOOD             NGS
 DX0093
 DX0093                          STATION DESCRIPTION
 DX0093
 DX0093'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0093'4.8 MI NE FROM 1000 PALMS.
 DX0093'FROM THE INTERSECTION OF VARNER ROAD AND 1000 PALMS ROAD 3.85
 DX0093'MILES EAST ON RAMON ROAD THEN 0.9 MILES NORTH EAST ON 1000 PALMS
 DX0093'CANYON ROAD 82 FEET NORTH WEST OF 1000 PALMS CANYON ROAD 200 FEET
 DX0093'SOUTH EAST OF LOW ROCKY HILLS 50 FEET SOUTH WEST OF A WASH 150
 DX0093'FEET SOUTH WEST FROM THE END OF A CURVE IN THE ROAD 2 FEET SOUTH
 DX0093'EAST OF MARKER POST AND LEVEL WITH ROAD SET A STANDARD BRASS
 DX0093'DISK IN A 2 FEET, 2 FEET 3 FEET, ROCK 2 FEET ABOVE GROUND.
 DX0093
 DX0093                          STATION RECOVERY (1978)
 DX0093
 DX0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0093'RECOVERED IN GOOD CONDITION.
 DX0093
 DX0093                          STATION RECOVERY (1988)
 DX0093
 DX0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0094 ***********************************************************************
 DX0094  DESIGNATION -  603 44
 DX0094  PID         -  DX0094
 DX0094  STATE/COUNTY-  CA/RIVERSIDE
 DX0094  USGS QUAD   -  MYOMA (1979)
 DX0094
 DX0094                         *CURRENT SURVEY CONTROL
 DX0094  ___________________________________________________________________
 DX0094* NAD 83(1986)-  33 50 30.     (N)    116 18 37.     (W)     SCALED    
 DX0094* NAVD 88     -       177.482  (meters)     582.29   (feet)  ADJUSTED  
 DX0094  ___________________________________________________________________
 DX0094  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DX0094  DYNAMIC HT  -         177.281 (meters)     581.63  (feet)  COMP
 DX0094  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 DX0094  OBS GRAVITY -     979,499.2   (mgal)                       GRAV_OBS
 DX0094
 DX0094  VERT ORDER  -  FIRST     CLASS I
 DX0094
 DX0094.The horizontal coordinates were scaled from a topographic map and have
 DX0094.an estimated accuracy of +/- 6 seconds.
 DX0094
 DX0094.The orthometric height was determined by differential leveling
 DX0094.and adjusted in June 1991.
 DX0094
 DX0094.The geoid height was determined by GEOID03.
 DX0094
 DX0094.The dynamic height is computed by dividing the NAVD 88
 DX0094.geopotential number by the normal gravity value computed on the
 DX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0094.degrees latitude (g = 980.6199 gals.).
 DX0094
 DX0094.The modeled gravity was interpolated from observed gravity values.
 DX0094.The observed gravity was obtained from relative gravimeter ties
 DX0094.to the IGSN71 gravity network.
 DX0094
 DX0094;                    North         East    Units  Estimated Accuracy
 DX0094;SPC CA 6     -   685,770.    1,994,420.      MT  (+/- 180 meters Scaled)
 DX0094
 DX0094                          SUPERSEDED SURVEY CONTROL
 DX0094
 DX0094  NGVD 29 (??/??/92)  176.766  (m)          579.94   (f) ADJ UNCH    1 1
 DX0094
 DX0094.Superseded values are not recommended for survey control.
 DX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0094.See file dsdata.txt to determine how the superseded data were derived.
 DX0094
 DX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT638448(NAD 83)
 DX0094_MARKER: DD = SURVEY DISK
 DX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0094_SP_SET: CONCRETE POST
 DX0094_STAMPING: 603 44 68
 DX0094_MARK LOGO: CA-065
 DX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0094+STABILITY: SURFACE MOTION
 DX0094
 DX0094  HISTORY     - Date     Condition        Report By
 DX0094  HISTORY     - 1968     MONUMENTED       CA-065
 DX0094  HISTORY     - 1978     POOR             NGS
 DX0094  HISTORY     - 1988     POOR             NGS
 DX0094
 DX0094                          STATION DESCRIPTION
 DX0094
 DX0094'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0094'6 MI NE FROM 1000 PALMS.
 DX0094'FROM INTERSECTION OF VARNER ROAD AND 1000 PALMS ROAD 3.85 MILES
 DX0094'EAST ON RAMON ROAD THEN 2.1 MILES NORTH EAST ON 1000 PALMS
 DX0094'CANYON ROAD 89 FEET NORTH WEST OF THE CENTER LINE OF 1000 PALMS
 DX0094'CANYON ROAD 8 FEET SOUTH WEST OF POWER POLE 9J004030 I.D. 100
 DX0094'FEET NORTH FROM A WASH RUNNING EAST WEST, 1 FEET NORTH OF MARKER
 DX0094'POST AND LEVEL WITH ROAD, SET A STANDARD BRASS DISK IN A CONCRETE
 DX0094'POST 6 INCHES ABOVE GROUND.
 DX0094
 DX0094                          STATION RECOVERY (1978)
 DX0094
 DX0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0094'MARK RECOVERED IN POOR CONDITION.
 DX0094
 DX0094                          STATION RECOVERY (1988)
 DX0094
 DX0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0094'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0095 ***********************************************************************
 DX0095  DESIGNATION -  603 45
 DX0095  PID         -  DX0095
 DX0095  STATE/COUNTY-  CA/RIVERSIDE
 DX0095  USGS QUAD   -  MYOMA (1979)
 DX0095
 DX0095                         *CURRENT SURVEY CONTROL
 DX0095  ___________________________________________________________________
 DX0095* NAD 83(1986)-  33 51 25.     (N)    116 18 24.     (W)     SCALED    
 DX0095* NAVD 88     -       226.773  (meters)     744.00   (feet)  ADJUSTED  
 DX0095  ___________________________________________________________________
 DX0095  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DX0095  DYNAMIC HT  -         226.516 (meters)     743.16  (feet)  COMP
 DX0095  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 DX0095
 DX0095  VERT ORDER  -  FIRST     CLASS I
 DX0095
 DX0095.The horizontal coordinates were scaled from a topographic map and have
 DX0095.an estimated accuracy of +/- 6 seconds.
 DX0095
 DX0095.The orthometric height was determined by differential leveling
 DX0095.and adjusted in June 1991.
 DX0095
 DX0095.The geoid height was determined by GEOID03.
 DX0095
 DX0095.The dynamic height is computed by dividing the NAVD 88
 DX0095.geopotential number by the normal gravity value computed on the
 DX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0095.degrees latitude (g = 980.6199 gals.).
 DX0095
 DX0095.The modeled gravity was interpolated from observed gravity values.
 DX0095
 DX0095;                    North         East    Units  Estimated Accuracy
 DX0095;SPC CA 6     -   687,460.    1,994,760.      MT  (+/- 180 meters Scaled)
 DX0095
 DX0095                          SUPERSEDED SURVEY CONTROL
 DX0095
 DX0095  NGVD 29 (??/??/92)  226.047  (m)          741.62   (f) ADJ UNCH    1 1
 DX0095
 DX0095.Superseded values are not recommended for survey control.
 DX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0095.See file dsdata.txt to determine how the superseded data were derived.
 DX0095
 DX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT641465(NAD 83)
 DX0095_MARKER: DD = SURVEY DISK
 DX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0095_SP_SET: CONCRETE POST
 DX0095_STAMPING: 603 45 68
 DX0095_MARK LOGO: CA-065
 DX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0095+STABILITY: SURFACE MOTION
 DX0095
 DX0095  HISTORY     - Date     Condition        Report By
 DX0095  HISTORY     - 1968     MONUMENTED       CA-065
 DX0095  HISTORY     - 1978     GOOD             NGS
 DX0095  HISTORY     - 1988     GOOD             NGS
 DX0095
 DX0095                          STATION DESCRIPTION
 DX0095
 DX0095'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0095'7 MI E FROM 1000 PALMS.
 DX0095'FROM INTERSECTION OF VARNER ROAD AND 1000 PALMS ROAD 3.85 MILES
 DX0095'EAST ON RAMON ROAD THEN 3.2 MILES NORTH EAST ALONG 1000 PALMS
 DX0095'CANYON ROAD 62 FEET NORTH WEST OF THE CENTER LINE OF 1000 PALMS
 DX0095'CANYON ROAD 120 FEET SOUTH EAST OF A LOW ROCKY HILL, 0.1 MILES
 DX0095'NORTH WEST FROM A T JUNCTION OF A DIRT ROAD 2 FEET EAST OF MARKER
 DX0095'POST SET A STANDARD BRASS DISK IN A CONCRETE POST 6 INCHES ABOVE
 DX0095'GROUND.
 DX0095
 DX0095                          STATION RECOVERY (1978)
 DX0095
 DX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0095'RECOVERED IN GOOD CONDITION.
 DX0095
 DX0095                          STATION RECOVERY (1988)
 DX0095
 DX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0096 ***********************************************************************
 DX0096  DESIGNATION -  603 46
 DX0096  PID         -  DX0096
 DX0096  STATE/COUNTY-  CA/RIVERSIDE
 DX0096  USGS QUAD   -  MYOMA (1979)
 DX0096
 DX0096                         *CURRENT SURVEY CONTROL
 DX0096  ___________________________________________________________________
 DX0096* NAD 83(1986)-  33 51 50.     (N)    116 18 15.     (W)     SCALED    
 DX0096* NAVD 88     -       268.390  (meters)     880.54   (feet)  ADJUSTED  
 DX0096  ___________________________________________________________________
 DX0096  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DX0096  DYNAMIC HT  -         268.085 (meters)     879.54  (feet)  COMP
 DX0096  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 DX0096  OBS GRAVITY -     979,489.6   (mgal)                       GRAV_OBS
 DX0096
 DX0096  VERT ORDER  -  FIRST     CLASS I
 DX0096
 DX0096.The horizontal coordinates were scaled from a topographic map and have
 DX0096.an estimated accuracy of +/- 6 seconds.
 DX0096
 DX0096.The orthometric height was determined by differential leveling
 DX0096.and adjusted in June 1991.
 DX0096
 DX0096.The geoid height was determined by GEOID03.
 DX0096
 DX0096.The dynamic height is computed by dividing the NAVD 88
 DX0096.geopotential number by the normal gravity value computed on the
 DX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0096.degrees latitude (g = 980.6199 gals.).
 DX0096
 DX0096.The modeled gravity was interpolated from observed gravity values.
 DX0096.The observed gravity was obtained from relative gravimeter ties
 DX0096.to the IGSN71 gravity network.
 DX0096
 DX0096;                    North         East    Units  Estimated Accuracy
 DX0096;SPC CA 6     -   688,230.    1,994,990.      MT  (+/- 180 meters Scaled)
 DX0096
 DX0096                          SUPERSEDED SURVEY CONTROL
 DX0096
 DX0096  NGVD 29 (??/??/92)  267.659  (m)          878.14   (f) ADJ UNCH    1 1
 DX0096
 DX0096.Superseded values are not recommended for survey control.
 DX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0096.See file dsdata.txt to determine how the superseded data were derived.
 DX0096
 DX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT643472(NAD 83)
 DX0096_MARKER: DD = SURVEY DISK
 DX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0096_SP_SET: CONCRETE POST
 DX0096_STAMPING: RIV-CO BM 603 46 68
 DX0096_MARK LOGO: CA-065
 DX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0096+STABILITY: SURFACE MOTION
 DX0096
 DX0096  HISTORY     - Date     Condition        Report By
 DX0096  HISTORY     - 1968     MONUMENTED       CA-065
 DX0096  HISTORY     - 1978     GOOD             NGS
 DX0096  HISTORY     - 1988     GOOD             NGS
 DX0096
 DX0096                          STATION DESCRIPTION
 DX0096
 DX0096'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0096'7.7 MI NE FROM 1000 PALMS.
 DX0096'3.85 MILES EAST ON RAMON ROAD FROM THE POST OFFICE 1000 PALMS TO
 DX0096'THE JUNCTION OF 1000 PALMS CANYON ROAD.  THENCE 3.9 MILES
 DX0096'NORTHERLY ALONG 1000 PALMS CANYON ROAD, ABOUT 250 FEET
 DX0096'SOUTHEASTERLY OF 1000 PALMS CANYON ROAD IN POWER POLE LINE 5 DEG
 DX0096'SOUTHEAST OF TWO POWER POLES NUMBER 126724, 0.8 MILE SOUTHWEST
 DX0096'OF DILLON ROAD, 60 FEET EAST OF A WASH 5 FT ABOVE THE ROAD, SET
 DX0096'A RIVERSIDE COUNTY STANDARD DISK IN A CONCRETE POST MARKED RIV
 DX0096'CO BM 603-46-68 WITH A WITNESS POST 2 FEET SOUTHEASTERLY.
 DX0096
 DX0096                          STATION RECOVERY (1978)
 DX0096
 DX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0096'RECOVERED IN GOOD CONDITION.
 DX0096
 DX0096                          STATION RECOVERY (1988)
 DX0096
 DX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0104 ***********************************************************************
 DX0104  DESIGNATION -  603 49
 DX0104  PID         -  DX0104
 DX0104  STATE/COUNTY-  CA/RIVERSIDE
 DX0104  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0104
 DX0104                         *CURRENT SURVEY CONTROL
 DX0104  ___________________________________________________________________
 DX0104* NAD 83(1986)-  33 53 04.     (N)    116 19 10.     (W)     SCALED    
 DX0104* NAVD 88     -       315.914  (meters)    1036.46   (feet)  ADJUSTED  
 DX0104  ___________________________________________________________________
 DX0104  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DX0104  DYNAMIC HT  -         315.552 (meters)    1035.27  (feet)  COMP
 DX0104  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 DX0104
 DX0104  VERT ORDER  -  FIRST     CLASS I
 DX0104
 DX0104.The horizontal coordinates were scaled from a topographic map and have
 DX0104.an estimated accuracy of +/- 6 seconds.
 DX0104
 DX0104.The orthometric height was determined by differential leveling
 DX0104.and adjusted in June 1991.
 DX0104
 DX0104.The geoid height was determined by GEOID03.
 DX0104
 DX0104.The dynamic height is computed by dividing the NAVD 88
 DX0104.geopotential number by the normal gravity value computed on the
 DX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0104.degrees latitude (g = 980.6199 gals.).
 DX0104
 DX0104.The modeled gravity was interpolated from observed gravity values.
 DX0104
 DX0104;                    North         East    Units  Estimated Accuracy
 DX0104;SPC CA 6     -   690,510.    1,993,580.      MT  (+/- 180 meters Scaled)
 DX0104
 DX0104                          SUPERSEDED SURVEY CONTROL
 DX0104
 DX0104  NGVD 29 (??/??/92)  315.177  (m)         1034.04   (f) ADJ UNCH    1 1
 DX0104
 DX0104.Superseded values are not recommended for survey control.
 DX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0104.See file dsdata.txt to determine how the superseded data were derived.
 DX0104
 DX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT629495(NAD 83)
 DX0104_MARKER: DD = SURVEY DISK
 DX0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0104_SP_SET: CONCRETE POST
 DX0104_STAMPING: RIV-CO 603 49 68
 DX0104_MARK LOGO: CA-065
 DX0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0104+STABILITY: SURFACE MOTION
 DX0104
 DX0104  HISTORY     - Date     Condition        Report By
 DX0104  HISTORY     - 1968     MONUMENTED       CA-065
 DX0104  HISTORY     - 1978     GOOD             NGS
 DX0104  HISTORY     - 1988     GOOD             NGS
 DX0104
 DX0104                          STATION DESCRIPTION
 DX0104
 DX0104'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0104'5 MI NE FROM 1000 PALMS.
 DX0104'3.85 MILES EAST ON RAMON ROAD FROM POST OFFICE AT 1000 PALMS TO
 DX0104'JUNCTION WITH 1000 PALMS CANYON ROAD.  THENCE NORTHERLY ALONG
 DX0104'1000 PALMS CANYON ROAD TO DILLON ROAD, THENCE NORTHWESTERLY ALONG
 DX0104'DILLON ROAD 1.2 MILES, 70 FEET NORTHEAST OF DILLON ROAD, 250 FEET
 DX0104'NORTHWEST OF A DIRT ROAD, 150 FEET SOUTHEAST OF HOUSE NUMBERED
 DX0104'76950, 50 FEET NORTHWEST OF WASH, SET A STANDARD RIVERSIDE
 DX0104'COUNTY BRASS DISK MARKED RIV-CO BM 603-49-68, WITH MARKER POST
 DX0104'2 FEET NORTHEAST.
 DX0104
 DX0104                          STATION RECOVERY (1978)
 DX0104
 DX0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0104'RECOVERED IN GOOD CONDITION.
 DX0104
 DX0104                          STATION RECOVERY (1988)
 DX0104
 DX0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0104'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0104'OMIT--150 FT SOUTHEAST OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0105 ***********************************************************************
 DX0105  DESIGNATION -  603 50
 DX0105  PID         -  DX0105
 DX0105  STATE/COUNTY-  CA/RIVERSIDE
 DX0105  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0105
 DX0105                         *CURRENT SURVEY CONTROL
 DX0105  ___________________________________________________________________
 DX0105* NAD 83(1986)-  33 53 26.     (N)    116 20 07.     (W)     SCALED    
 DX0105* NAVD 88     -       360.334  (meters)    1182.20   (feet)  ADJUSTED  
 DX0105  ___________________________________________________________________
 DX0105  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DX0105  DYNAMIC HT  -         359.920 (meters)    1180.84  (feet)  COMP
 DX0105  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 DX0105  OBS GRAVITY -     979,472.7   (mgal)                       GRAV_OBS
 DX0105
 DX0105  VERT ORDER  -  FIRST     CLASS I
 DX0105
 DX0105.The horizontal coordinates were scaled from a topographic map and have
 DX0105.an estimated accuracy of +/- 6 seconds.
 DX0105
 DX0105.The orthometric height was determined by differential leveling
 DX0105.and adjusted in June 1991.
 DX0105
 DX0105.The geoid height was determined by GEOID03.
 DX0105
 DX0105.The dynamic height is computed by dividing the NAVD 88
 DX0105.geopotential number by the normal gravity value computed on the
 DX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0105.degrees latitude (g = 980.6199 gals.).
 DX0105
 DX0105.The modeled gravity was interpolated from observed gravity values.
 DX0105.The observed gravity was obtained from relative gravimeter ties
 DX0105.to the IGSN71 gravity network.
 DX0105
 DX0105;                    North         East    Units  Estimated Accuracy
 DX0105;SPC CA 6     -   691,190.    1,992,110.      MT  (+/- 180 meters Scaled)
 DX0105
 DX0105                          SUPERSEDED SURVEY CONTROL
 DX0105
 DX0105  NGVD 29 (??/??/92)  359.596  (m)         1179.77   (f) ADJ UNCH    1 1
 DX0105
 DX0105.Superseded values are not recommended for survey control.
 DX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0105.See file dsdata.txt to determine how the superseded data were derived.
 DX0105
 DX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT614502(NAD 83)
 DX0105_MARKER: DD = SURVEY DISK
 DX0105_SETTING: 80 = SET IN A BOULDER
 DX0105_SP_SET: BOULDER
 DX0105_STAMPING: RIV CO BM 603 50 68
 DX0105_MARK LOGO: CA-065
 DX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0105+STABILITY: SURFACE MOTION
 DX0105
 DX0105  HISTORY     - Date     Condition        Report By
 DX0105  HISTORY     - 1968     MONUMENTED       CA-065
 DX0105  HISTORY     - 1978     GOOD             NGS
 DX0105  HISTORY     - 1988     GOOD             NGS
 DX0105
 DX0105                          STATION DESCRIPTION
 DX0105
 DX0105'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0105'5 MI NE FROM 1000 PALMS.
 DX0105'3.85 MILES EAST ALONG RAMON ROAD FROM THE POST OFFICE AT 1000
 DX0105'PALMS, THENCE 4.7 MILES NORTHEASTERLY ALONG 1000 PALMS CANYON
 DX0105'ROAD, THENCE 2.3 MILES NORTHWESTERLY ALONG DILLON ROAD, 117
 DX0105'FEET NORTHEAST OF DILLON ROAD, 85 FEET EAST OF DECEPTION CANYON
 DX0105'ROAD ON WEST EDGE OF SMALL WASH, 4 FEET ABOVE ROAD IN TOP OF 5
 DX0105'FOOT X 5 FOOT X 3 FOOT ROCK SET BRASS DISK MARKED RIV CO BM
 DX0105'603-50-68.
 DX0105
 DX0105                          STATION RECOVERY (1978)
 DX0105
 DX0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0105'RECOVERED IN GOOD CONDITION.
 DX0105
 DX0105                          STATION RECOVERY (1988)
 DX0105
 DX0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0107 ***********************************************************************
 DX0107  CBN         -  This is a Cooperative Base Network Control Station.
 DX0107  DESIGNATION -  603 51
 DX0107  PID         -  DX0107
 DX0107  STATE/COUNTY-  CA/RIVERSIDE
 DX0107  USGS QUAD   -  EAST DECEPTION CANYON (1988)
 DX0107
 DX0107                         *CURRENT SURVEY CONTROL
 DX0107  ___________________________________________________________________
 DX0107* NAD 83(2007)-  33 53 57.63193(N)    116 21 12.64536(W)     ADJUSTED  
 DX0107* NAVD 88     -       340.590  (meters)    1117.42   (feet)  ADJUSTED  
 DX0107  ___________________________________________________________________
 DX0107  EPOCH DATE  -        2007.00
 DX0107  X           -  -2,352,602.765 (meters)                     COMP
 DX0107  Y           -  -4,748,958.377 (meters)                     COMP
 DX0107  Z           -   3,537,356.748 (meters)                     COMP
 DX0107  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 DX0107  ELLIP HEIGHT-         308.320 (meters)          (02/10/07) ADJUSTED
 DX0107  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DX0107  DYNAMIC HT  -         340.198 (meters)    1116.13  (feet)  COMP
 DX0107
 DX0107  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX0107  Type    PID    Designation                      North   East  Ellip
 DX0107  -------------------------------------------------------------------
 DX0107  NETWORK DX0107 603 51                            0.53   0.29   1.67
 DX0107  -------------------------------------------------------------------
 DX0107  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 DX0107
 DX0107  VERT ORDER  -  FIRST     CLASS I
 DX0107
 DX0107.ITRF positions are available for this station.
 DX0107.The horizontal coordinates were established by GPS observations
 DX0107.and adjusted by the National Geodetic Survey in February 2007.
 DX0107
 DX0107.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX0107.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX0107.The horizontal coordinates are valid at the epoch date displayed above.
 DX0107.The epoch date for horizontal control is a decimal equivalence
 DX0107.of Year/Month/Day.
 DX0107
 DX0107.The orthometric height was determined by differential leveling
 DX0107.and adjusted in June 1991.
 DX0107
 DX0107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX0107
 DX0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX0107
 DX0107.The ellipsoidal height was determined by GPS observations
 DX0107.and is referenced to NAD 83.
 DX0107
 DX0107.The geoid height was determined by GEOID03.
 DX0107
 DX0107.The dynamic height is computed by dividing the NAVD 88
 DX0107.geopotential number by the normal gravity value computed on the
 DX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0107.degrees latitude (g = 980.6199 gals.).
 DX0107
 DX0107.The modeled gravity was interpolated from observed gravity values.
 DX0107
 DX0107;                    North         East     Units Scale Factor Converg.
 DX0107;SPC CA 6     -   692,168.356 1,990,425.721   MT  1.00000271   -0 03 24.8
 DX0107;SPC CA 6     - 2,270,889.01  6,530,255.05   sFT  1.00000271   -0 03 24.8
 DX0107;UTM  11      - 3,751,183.415   559,772.520   MT  0.99964404   +0 21 38.1
 DX0107
 DX0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX0107!SPC CA 6     -   0.99995160  x   1.00000271  =   0.99995431
 DX0107!UTM  11      -   0.99995160  x   0.99964404  =   0.99959566
 DX0107
 DX0107                          SUPERSEDED SURVEY CONTROL
 DX0107
 DX0107  NAD 83(1998)-  33 53 57.62840(N)    116 21 12.64326(W) AD(2000.35) A
 DX0107  ELLIP H (04/03/01)  308.344  (m)                       GP(       ) 1 1
 DX0107  NAD 83(1998)-  33 53 57.62568(N)    116 21 12.64329(W) AD(1998.50) A
 DX0107  ELLIP H (04/06/00)  308.306  (m)                       GP(1998.50) 3 1
 DX0107  NAVD 88 (04/06/00)  340.59   (m)         1117.4    (f) LEVELING    3  
 DX0107  NGVD 29 (??/??/92)  339.850  (m)         1114.99   (f) ADJ UNCH    1 1
 DX0107
 DX0107.Superseded values are not recommended for survey control.
 DX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0107.See file dsdata.txt to determine how the superseded data were derived.
 DX0107
 DX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT5977351183(NAD 83)
 DX0107_MARKER: DD = SURVEY DISK
 DX0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0107_SP_SET: CONCRETE POST
 DX0107_STAMPING: RIV CO BM 603 51 68
 DX0107_MARK LOGO: CA-065
 DX0107_PROJECTION: FLUSH
 DX0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0107+STABILITY: SURFACE MOTION
 DX0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0107+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2000
 DX0107
 DX0107  HISTORY     - Date     Condition        Report By
 DX0107  HISTORY     - 1968     MONUMENTED       CA-065
 DX0107  HISTORY     - 1978     GOOD             NGS
 DX0107  HISTORY     - 1988     POOR             NGS
 DX0107  HISTORY     - 19980618 POOR             RCFC
 DX0107  HISTORY     - 20000329 POOR             RCFC
 DX0107  HISTORY     - 20040513 POOR             INDIV
 DX0107
 DX0107                          STATION DESCRIPTION
 DX0107
 DX0107'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0107'6 MI NNE FROM 1000 PALMS.
 DX0107'3.85 MILES EAST ON RAMON ROAD FROM THE POST OFFICE AT 1000
 DX0107'PALMS, THENCE 4.7 MILES NORTHEASTERLY ALONG 1000 PALMS CANYON
 DX0107'ROAD TO DILLON ROAD, THENCE 3.5 MILES TO HOT SPRING ROAD, THENCE
 DX0107'305 FEET SOUTH ON HOT SPRINGS ROAD, 30 FEET EAST OF HOT SPRINGS
 DX0107'ROAD IN POWER LINE, 6 FEET NORTH OF POWER POLE NO. 903120-D, 141
 DX0107'FEET SOUTHWEST OF WOOD FRAME BUILDING, SET A STANDARD BRASS
 DX0107'DISK IN CONCRETE POST MARKED RIV CO BM 603-51-68, WITH WITNESS
 DX0107'POST 2 FEET EAST.
 DX0107
 DX0107                          STATION RECOVERY (1978)
 DX0107
 DX0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0107'RECOVERED IN GOOD CONDITION.
 DX0107
 DX0107                          STATION RECOVERY (1988)
 DX0107
 DX0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0107'RECOVERED IN POOR CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0107'THAT THE DISK IS CRACKED.
 DX0107
 DX0107                          STATION RECOVERY (1998)
 DX0107
 DX0107'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 1998 (HAC)
 DX0107'RECOVERED AS DESCRIBED.
 DX0107
 DX0107                          STATION RECOVERY (2000)
 DX0107
 DX0107'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2000 (MEI)
 DX0107'6 MI NNE FROM 1000 PALMS. DRIVE 3.85 MILES EAST ON RAMON ROAD FROM
 DX0107'THE POST OFFICE AT 1000 PALMS, THEN TURN LEFT ON THOUSAND PALMS
 DX0107'RD AND DRIVE 4.7 MILES NORTHNORTHEASTERLY TO DILLON ROAD, THEN
 DX0107'TURN LEFT (WEST) AND DRIVE 3.4 MILES WEST (PASSING SKY VALLEY BLVD
 DX0107'AFTER 2.5 MILES) TO HOT SPRING ROAD, A T-RD SOUTH. THE MARK IS 305
 DX0107'FEET SOUTH ON HOT SPRINGS ROAD, 30 FEET EAST OF HOT SPRINGS ROAD,
 DX0107'6 FEET NORTH OF POWER POLE NO. 903120-D, 141 FEET SOUTHWEST OF
 DX0107'WOOD FRAME BUILDING, A STANDARD BRASS DISK IN CONCRETE POST
 DX0107'MARKED RIV CO BM 603-51-68, WITH WITNESS POST 2 FEET EAST.
 DX0107'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 DX0107'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 DX0107'
 DX0107
 DX0107                          STATION RECOVERY (2004)
 DX0107
 DX0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TCP)
 DX0107'DISK CRACKED, BUT MONUMENT STABLE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0117 ***********************************************************************
 DX0117  DESIGNATION -  603 55
 DX0117  PID         -  DX0117
 DX0117  STATE/COUNTY-  CA/RIVERSIDE
 DX0117  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0117
 DX0117                         *CURRENT SURVEY CONTROL
 DX0117  ___________________________________________________________________
 DX0117* NAD 83(1986)-  33 55 30.3    (N)    116 25 25.1    (W)     HD_HELD2  
 DX0117* NAVD 88     -       343.627  (meters)    1127.38   (feet)  ADJUSTED  
 DX0117  ___________________________________________________________________
 DX0117  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DX0117  DYNAMIC HT  -         343.229 (meters)    1126.08  (feet)  COMP
 DX0117  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 DX0117
 DX0117  VERT ORDER  -  FIRST     CLASS I
 DX0117
 DX0117.The horizontal coordinates were established by autonomous hand held GPS
 DX0117.observations and have an estimated accuracy of +/- 10 meters.
 DX0117
 DX0117.The orthometric height was determined by differential leveling
 DX0117.and adjusted in June 1991.
 DX0117.WARNING-Repeat measurements at this control monument indicate possible
 DX0117.vertical movement.
 DX0117
 DX0117.The geoid height was determined by GEOID03.
 DX0117
 DX0117.The dynamic height is computed by dividing the NAVD 88
 DX0117.geopotential number by the normal gravity value computed on the
 DX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0117.degrees latitude (g = 980.6199 gals.).
 DX0117
 DX0117.The modeled gravity was interpolated from observed gravity values.
 DX0117
 DX0117;                    North         East    Units  Estimated Accuracy
 DX0117;SPC CA 6     -   695,032.    1,983,944.      MT  (+/- 10 meters HH2 GPS)
 DX0117
 DX0117                          SUPERSEDED SURVEY CONTROL
 DX0117
 DX0117  NGVD 29 (??/??/92)  343.005  (m)         1125.34   (f) ADJ UNCH    1 1
 DX0117
 DX0117.Superseded values are not recommended for survey control.
 DX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0117.See file dsdata.txt to determine how the superseded data were derived.
 DX0117
 DX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT5327353999(NAD 83)
 DX0117_MARKER: DD = SURVEY DISK
 DX0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0117_SP_SET: CONCRETE POST
 DX0117_STAMPING: RIV CO BM 603 55 68
 DX0117_MARK LOGO: CA-065
 DX0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0117+STABILITY: SURFACE MOTION
 DX0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0117+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2008
 DX0117
 DX0117  HISTORY     - Date     Condition        Report By
 DX0117  HISTORY     - 1968     MONUMENTED       CA-065
 DX0117  HISTORY     - 1978     GOOD             NGS
 DX0117  HISTORY     - 1988     GOOD             NGS
 DX0117  HISTORY     - 19950528 GOOD             USPSQD
 DX0117  HISTORY     - 20020314 GOOD             USPSQD
 DX0117  HISTORY     - 20060326 GOOD             USPSQD
 DX0117  HISTORY     - 20080330 GOOD             GEOCAC
 DX0117
 DX0117                          STATION DESCRIPTION
 DX0117
 DX0117'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0117'7 MI SE FROM DESERT HOT SPRINGS.
 DX0117'2.5 MILES SOUTH ON PALM DRIVE FROM THE INTERSECTION OF PALM DRIVE
 DX0117'AND PIERSON BOULEVARD IN DESERT HOT SPRINGS, THENCE 4.5 MILES
 DX0117'EAST ALONG DILLON ROAD, 65 FEET NORTH OF DILLON ROAD, 165 FEET
 DX0117'WEST OF BENNET ROAD, IN POWER POLE LINE, 12.5 FEET WEST OF POWER
 DX0117'POLE 1597684 E, LEVEL WITH DILLON ROAD, SET A RIVERSIDE COUNTY
 DX0117'SURVEYOR BRASS DISK IN CONCRETE POST, MARKED RIV CO BM 603-55-68.
 DX0117'MONUMENT IS 6 INCHES ABOVE GROUND WITH WITNESS POST 2 FEET NORTH.
 DX0117
 DX0117                          STATION RECOVERY (1978)
 DX0117
 DX0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0117'RECOVERED IN GOOD CONDITION.
 DX0117
 DX0117                          STATION RECOVERY (1988)
 DX0117
 DX0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0117'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0117'ADD-- 0.3 M (1.0 FT) BELOW THE ROAD.
 DX0117'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 DX0117
 DX0117                          STATION RECOVERY (1995)
 DX0117
 DX0117'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0117'RECOVERED IN GOOD CONDITION.
 DX0117
 DX0117                          STATION RECOVERY (2002)
 DX0117
 DX0117'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAA)
 DX0117'RECOVERED IN GOOD CONDITION.
 DX0117
 DX0117                          STATION RECOVERY (2006)
 DX0117
 DX0117'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAA)
 DX0117'RECOVERED IN GOOD CONDITION.
 DX0117
 DX0117                          STATION RECOVERY (2008)
 DX0117
 DX0117'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 DX0117'HH2 33 55 30.3 N, 116 25 25.1 W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0119 ***********************************************************************
 DX0119  DESIGNATION -  603 56
 DX0119  PID         -  DX0119
 DX0119  STATE/COUNTY-  CA/RIVERSIDE
 DX0119  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0119
 DX0119                         *CURRENT SURVEY CONTROL
 DX0119  ___________________________________________________________________
 DX0119* NAD 83(1986)-  33 55 26.     (N)    116 26 20.     (W)     SCALED    
 DX0119* NAVD 88     -       302.53   (+/-2cm)     992.6    (feet)  VERTCON   
 DX0119  ___________________________________________________________________
 DX0119  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DX0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0119
 DX0119.The horizontal coordinates were scaled from a topographic map and have
 DX0119.an estimated accuracy of +/- 6 seconds.
 DX0119
 DX0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0119.The vertical order pertains to the NGVD 29 superseded value.
 DX0119
 DX0119.The geoid height was determined by GEOID03.
 DX0119
 DX0119;                    North         East    Units  Estimated Accuracy
 DX0119;SPC CA 6     -   694,900.    1,982,530.      MT  (+/- 180 meters Scaled)
 DX0119
 DX0119                          SUPERSEDED SURVEY CONTROL
 DX0119
 DX0119  NGVD 29 (??/??/??)  301.788  (m)          990.12   (f) ADJUSTED    1 2
 DX0119
 DX0119.Superseded values are not recommended for survey control.
 DX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0119.See file dsdata.txt to determine how the superseded data were derived.
 DX0119
 DX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT518538(NAD 83)
 DX0119_MARKER: DD = SURVEY DISK
 DX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0119_STAMPING: RIV CO BM 603-56-68
 DX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0119+STABILITY: SURFACE MOTION
 DX0119
 DX0119  HISTORY     - Date     Condition        Report By
 DX0119  HISTORY     - 1968     MONUMENTED       CA-065
 DX0119  HISTORY     - 19950528 MARK NOT FOUND   USPSQD
 DX0119  HISTORY     - 20020314 MARK NOT FOUND   USPSQD
 DX0119
 DX0119                          STATION DESCRIPTION
 DX0119
 DX0119'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0119'6 MI SE FROM DESERT HOT SPRINGS.
 DX0119'FROM THE INTERSECTION OF PALM DRIVE AND PIERSON BOULEVARD IN
 DX0119'DESERT HOT SPRINGS, THENCE 2.5 MILES SOUTH ALONG PALM DRIVE TO
 DX0119'DILLON ROAD, THENCE 3.5 MILES EAST ON DILLON ROAD TO CORKHILL
 DX0119'ROAD, 65 FEET NORTH OF DILLON ROAD, 190 FEET EAST OF CORKHILL
 DX0119'ROAD IN POWER LINE, 8 FEET EAST OF POWER POLE 1597654 E, SET A
 DX0119'STANDARD RIVERSIDE COUNTY SURVEYOR BRASS DISK MARKED RIV CO BM
 DX0119'603-56-68, 2 FEET BELOW DILLON ROAD, WITH WITNESS POST 2 FEET
 DX0119'NORTH.
 DX0119
 DX0119                          STATION RECOVERY (1995)
 DX0119
 DX0119'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0119'MARK NOT FOUND.
 DX0119
 DX0119                          STATION RECOVERY (2002)
 DX0119
 DX0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAA)
 DX0119'LARGE HOLE FOUND AT LOCATION--2 TO 3 FEET DEEP AND 6 FEET ACROSS--BUT
 DX0119'NO MARK OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0120 ***********************************************************************
 DX0120  DESIGNATION -  603 57
 DX0120  PID         -  DX0120
 DX0120  STATE/COUNTY-  CA/RIVERSIDE
 DX0120  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0120
 DX0120                         *CURRENT SURVEY CONTROL
 DX0120  ___________________________________________________________________
 DX0120* NAD 83(1986)-  33 55 31.     (N)    116 27 26.     (W)     SCALED    
 DX0120* NAVD 88     -       295.546  (meters)     969.64   (feet)  ADJUSTED  
 DX0120  ___________________________________________________________________
 DX0120  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DX0120  DYNAMIC HT  -         295.205 (meters)     968.52  (feet)  COMP
 DX0120  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 DX0120
 DX0120  VERT ORDER  -  FIRST     CLASS I
 DX0120
 DX0120.The horizontal coordinates were scaled from a topographic map and have
 DX0120.an estimated accuracy of +/- 6 seconds.
 DX0120
 DX0120.The orthometric height was determined by differential leveling
 DX0120.and adjusted in June 1991.
 DX0120
 DX0120.The geoid height was determined by GEOID03.
 DX0120
 DX0120.The dynamic height is computed by dividing the NAVD 88
 DX0120.geopotential number by the normal gravity value computed on the
 DX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0120.degrees latitude (g = 980.6199 gals.).
 DX0120
 DX0120.The modeled gravity was interpolated from observed gravity values.
 DX0120
 DX0120;                    North         East    Units  Estimated Accuracy
 DX0120;SPC CA 6     -   695,060.    1,980,840.      MT  (+/- 180 meters Scaled)
 DX0120
 DX0120                          SUPERSEDED SURVEY CONTROL
 DX0120
 DX0120  NGVD 29 (??/??/92)  294.799  (m)          967.19   (f) ADJ UNCH    1 1
 DX0120
 DX0120.Superseded values are not recommended for survey control.
 DX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0120.See file dsdata.txt to determine how the superseded data were derived.
 DX0120
 DX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT501540(NAD 83)
 DX0120_MARKER: DD = SURVEY DISK
 DX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0120_SP_SET: CONCRETE POST
 DX0120_STAMPING: RIV CO BM 603 57 68
 DX0120_MARK LOGO: CA-065
 DX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0120+STABILITY: SURFACE MOTION
 DX0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0120+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 DX0120
 DX0120  HISTORY     - Date     Condition        Report By
 DX0120  HISTORY     - 1968     MONUMENTED       CA-065
 DX0120  HISTORY     - 1978     GOOD             NGS
 DX0120  HISTORY     - 1988     GOOD             NGS
 DX0120  HISTORY     - 19950528 GOOD             USPSQD
 DX0120  HISTORY     - 20020314 GOOD             USPSQD
 DX0120
 DX0120                          STATION DESCRIPTION
 DX0120
 DX0120'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0120'5 MI SE FROM DESERT HOT SPRINGS.
 DX0120'FROM THE INTERSECTION OF PALM DRIVE AND PIERSON BOULEVARD IN
 DX0120'DESERT HOT SPRINGS, 2.5 MILES SOUTH ON PALM DRIVE TO DILLON ROAD,
 DX0120'THENCE 2.5 MILES EAST ON DILLON ROAD TO LONG CANYON ROAD, 261
 DX0120'FEET EAST OF LONG CANYON ROAD, 50 FEET NORTH OF DILLON ROAD, IN
 DX0120'POWER LINE 10 FEET NORTH OF POWER POLE 21860 CWT, SET STANDARD
 DX0120'RIVERSIDE COUNTY SURVEYOR BRASS DISK IN CONCRETE POST MARKED
 DX0120'RIV CO BM 603-57-68, WITH WITNESS POST 2 FEET NORTH.
 DX0120
 DX0120                          STATION RECOVERY (1978)
 DX0120
 DX0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0120'RECOVERED IN GOOD CONDITION.
 DX0120
 DX0120                          STATION RECOVERY (1988)
 DX0120
 DX0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0120'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0120'THAT THE POWER POLE REFERRED TO THEREIN IS GONE.
 DX0120
 DX0120                          STATION RECOVERY (1995)
 DX0120
 DX0120'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0120'RECOVERED IN GOOD CONDITION.
 DX0120
 DX0120                          STATION RECOVERY (2002)
 DX0120
 DX0120'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAA)
 DX0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0122 ***********************************************************************
 DX0122  CBN         -  This is a Cooperative Base Network Control Station.
 DX0122  DESIGNATION -  603 58
 DX0122  PID         -  DX0122
 DX0122  STATE/COUNTY-  CA/RIVERSIDE
 DX0122  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0122
 DX0122                         *CURRENT SURVEY CONTROL
 DX0122  ___________________________________________________________________
 DX0122* NAD 83(2007)-  33 55 30.42535(N)    116 28 28.48823(W)     ADJUSTED  
 DX0122* NAVD 88     -       278.290  (meters)     913.02   (feet)  ADJUSTED  
 DX0122  ___________________________________________________________________
 DX0122  EPOCH DATE  -        2007.00
 DX0122  X           -  -2,361,897.976 (meters)                     COMP
 DX0122  Y           -  -4,742,502.451 (meters)                     COMP
 DX0122  Z           -   3,539,694.828 (meters)                     COMP
 DX0122  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DX0122  ELLIP HEIGHT-         246.013 (meters)          (02/10/07) ADJUSTED
 DX0122  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DX0122  DYNAMIC HT  -         277.969 (meters)     911.97  (feet)  COMP
 DX0122
 DX0122  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX0122  Type    PID    Designation                      North   East  Ellip
 DX0122  -------------------------------------------------------------------
 DX0122  NETWORK DX0122 603 58                            0.69   0.43   2.45
 DX0122  -------------------------------------------------------------------
 DX0122  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 DX0122  OBS GRAVITY -     979,471.4   (mgal)                       GRAV_OBS
 DX0122
 DX0122  VERT ORDER  -  FIRST     CLASS I
 DX0122
 DX0122.ITRF positions are available for this station.
 DX0122.The horizontal coordinates were established by GPS observations
 DX0122.and adjusted by the National Geodetic Survey in February 2007.
 DX0122
 DX0122.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX0122.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX0122.The horizontal coordinates are valid at the epoch date displayed above.
 DX0122.The epoch date for horizontal control is a decimal equivalence
 DX0122.of Year/Month/Day.
 DX0122
 DX0122.The orthometric height was determined by differential leveling
 DX0122.and adjusted in June 1991.
 DX0122
 DX0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX0122
 DX0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX0122
 DX0122.The ellipsoidal height was determined by GPS observations
 DX0122.and is referenced to NAD 83.
 DX0122
 DX0122.The geoid height was determined by GEOID03.
 DX0122
 DX0122.The dynamic height is computed by dividing the NAVD 88
 DX0122.geopotential number by the normal gravity value computed on the
 DX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0122.degrees latitude (g = 980.6199 gals.).
 DX0122
 DX0122.The modeled gravity was interpolated from observed gravity values.
 DX0122.The observed gravity was obtained from relative gravimeter ties
 DX0122.to the IGSN71 gravity network.
 DX0122
 DX0122;                    North         East     Units Scale Factor Converg.
 DX0122;SPC CA 6     -   695,045.071 1,979,233.896   MT  1.00000725   -0 07 24.3
 DX0122;SPC CA 6     - 2,280,327.04  6,493,536.54   sFT  1.00000725   -0 07 24.3
 DX0122;UTM  11      - 3,753,977.556   548,564.186   MT  0.99962907   +0 17 35.7
 DX0122
 DX0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX0122!SPC CA 6     -   0.99996138  x   1.00000725  =   0.99996863
 DX0122!UTM  11      -   0.99996138  x   0.99962907  =   0.99959047
 DX0122
 DX0122                          SUPERSEDED SURVEY CONTROL
 DX0122
 DX0122  NAD 83(1998)-  33 55 30.42032(N)    116 28 28.48599(W) AD(2000.35) A
 DX0122  ELLIP H (04/03/01)  246.024  (m)                       GP(       ) 1 1
 DX0122  NAD 83(1998)-  33 55 30.41766(N)    116 28 28.48613(W) AD(1998.50) A
 DX0122  ELLIP H (04/06/00)  246.011  (m)                       GP(1998.50) 3 1
 DX0122  NAVD 88 (04/06/00)  278.29   (m)          913.0    (f) LEVELING    3  
 DX0122  NGVD 29 (??/??/92)  277.546  (m)          910.58   (f) ADJ UNCH    1 1
 DX0122
 DX0122.Superseded values are not recommended for survey control.
 DX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0122.See file dsdata.txt to determine how the superseded data were derived.
 DX0122
 DX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT4856453978(NAD 83)
 DX0122_MARKER: DD = SURVEY DISK
 DX0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0122_SP_SET: CONCRETE POST
 DX0122_STAMPING: 603 58 68
 DX0122_MARK LOGO: CA-065
 DX0122_PROJECTION: FLUSH
 DX0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0122+STABILITY: SURFACE MOTION
 DX0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0122+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 DX0122
 DX0122  HISTORY     - Date     Condition        Report By
 DX0122  HISTORY     - 1968     MONUMENTED       CA-065
 DX0122  HISTORY     - 1978     GOOD             NGS
 DX0122  HISTORY     - 1988     GOOD             NGS
 DX0122  HISTORY     - 19950528 GOOD             USPSQD
 DX0122  HISTORY     - 19980618 GOOD             RCFC
 DX0122  HISTORY     - 20000501 GOOD             RCFC
 DX0122
 DX0122                          STATION DESCRIPTION
 DX0122
 DX0122'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0122'4 MI SE FROM DESERT HOT SPRINGS.
 DX0122'IN DESERT HOT SPRINGS FROM THE INTERSECTION OF PALM DRIVE AND
 DX0122'PIERSON BOULEVARD, THENCE SOUTH ALONG PALM DRIVE 2.5 MILES TO
 DX0122'DILLON ROAD, THENCE 1.5 MILES EAST ON DILLON ROAD TO MOUNTAIN
 DX0122'VIEW ROAD, 52 FEET NORTH OF DILLON ROAD, 360 FEET EAST OF
 DX0122'MOUNTAIN VIEW ROAD, 9 FEET NORTH OF POWER POLE 21616 CWT, 6
 DX0122'INCHES ABOVE GROUND AND LEVEL WITH DILLON ROAD, SET A RIVERSIDE
 DX0122'COUNTY SURVEYOR BRASS DISK IN CONCRETE POST, MARKED BM 603-58-68,
 DX0122'WITH WITNESS POST 2 FEET NORTH.
 DX0122
 DX0122                          STATION RECOVERY (1978)
 DX0122
 DX0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0122'RECOVERED IN GOOD CONDITION.
 DX0122
 DX0122                          STATION RECOVERY (1988)
 DX0122
 DX0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0122'RECOVERED IN GOOD CONDITION.
 DX0122
 DX0122                          STATION RECOVERY (1995)
 DX0122
 DX0122'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0122'RECOVERED IN GOOD CONDITION.
 DX0122
 DX0122                          STATION RECOVERY (1998)
 DX0122
 DX0122'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 1998 (HAC)
 DX0122'RECOVERED AS DESCRIBED.
 DX0122
 DX0122                          STATION RECOVERY (2000)
 DX0122
 DX0122'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2000 (MEI)
 DX0122'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 DX0122'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 DX0122'
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0123 ***********************************************************************
 DX0123  DESIGNATION -  603 59
 DX0123  PID         -  DX0123
 DX0123  STATE/COUNTY-  CA/RIVERSIDE
 DX0123  USGS QUAD   -  SEVEN PALMS VALLEY (1978)
 DX0123
 DX0123                         *CURRENT SURVEY CONTROL
 DX0123  ___________________________________________________________________
 DX0123* NAD 83(1986)-  33 55 29.     (N)    116 29 31.     (W)     SCALED    
 DX0123* NAVD 88     -       246.914  (meters)     810.08   (feet)  ADJUSTED  
 DX0123  ___________________________________________________________________
 DX0123  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DX0123  DYNAMIC HT  -         246.629 (meters)     809.15  (feet)  COMP
 DX0123  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 DX0123
 DX0123  VERT ORDER  -  FIRST     CLASS I
 DX0123
 DX0123.The horizontal coordinates were scaled from a topographic map and have
 DX0123.an estimated accuracy of +/- 6 seconds.
 DX0123
 DX0123.The orthometric height was determined by differential leveling
 DX0123.and adjusted in June 1991.
 DX0123.WARNING-Repeat measurements at this control monument indicate possible
 DX0123.vertical movement.
 DX0123
 DX0123.The geoid height was determined by GEOID03.
 DX0123
 DX0123.The dynamic height is computed by dividing the NAVD 88
 DX0123.geopotential number by the normal gravity value computed on the
 DX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0123.degrees latitude (g = 980.6199 gals.).
 DX0123
 DX0123.The modeled gravity was interpolated from observed gravity values.
 DX0123
 DX0123;                    North         East    Units  Estimated Accuracy
 DX0123;SPC CA 6     -   695,010.    1,977,630.      MT  (+/- 180 meters Scaled)
 DX0123
 DX0123                          SUPERSEDED SURVEY CONTROL
 DX0123
 DX0123  NGVD 29 (??/??/92)  246.181  (m)          807.68   (f) ADJ UNCH    1 1
 DX0123
 DX0123.Superseded values are not recommended for survey control.
 DX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0123.See file dsdata.txt to determine how the superseded data were derived.
 DX0123
 DX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT469539(NAD 83)
 DX0123_MARKER: DD = SURVEY DISK
 DX0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0123_SP_SET: CONCRETE POST
 DX0123_STAMPING: 603 59 68
 DX0123_MARK LOGO: CA-065
 DX0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0123+STABILITY: SURFACE MOTION
 DX0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0123+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 DX0123
 DX0123  HISTORY     - Date     Condition        Report By
 DX0123  HISTORY     - 1968     MONUMENTED       CA-065
 DX0123  HISTORY     - 1978     GOOD             NGS
 DX0123  HISTORY     - 1988     GOOD             NGS
 DX0123  HISTORY     - 19950529 GOOD             USPSQD
 DX0123  HISTORY     - 20020314 GOOD             USPSQD
 DX0123
 DX0123                          STATION DESCRIPTION
 DX0123
 DX0123'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0123'3 MI SE FROM DESERT HOT SPRINGS.
 DX0123'IN DESERT HOT SPRINGS FROM THE INTERSECTION OF PIERSON BOULEVARD
 DX0123'AND PALM DRIVE THENCE 2.5 MILES SOUTH ALONG PALM DRIVE TO DILLON
 DX0123'ROAD, THENCE 0.55 MILES EAST ALONG DILLON ROAD TO AVENIDA MANZANA,
 DX0123'45 FEET SOUTH OF DILLON ROAD, 330 FEET EAST OF AVENIDA MANZANA, 5
 DX0123'FEET SOUTH OF FENCE CORNER, 7 FEET NORTHWEST OF TAMARISK TREE,
 DX0123'12 FEET SOUTHWEST OF POWER POLE 256219, SET A STANDARD RIVERSIDE
 DX0123'COUNTY SURVEYOR BRASS DISK IN CONCRETE POST LEVEL WITH DILLON
 DX0123'ROAD AND 6 INCHES ABOVE GROUND, MARKED BM 603-59-68, WITH WITNESS
 DX0123'POST 2 FEET SOUTH.
 DX0123
 DX0123                          STATION RECOVERY (1978)
 DX0123
 DX0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0123'RECOVERED IN GOOD CONDITION.
 DX0123
 DX0123                          STATION RECOVERY (1988)
 DX0123
 DX0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0123'RECOVERED IN GOOD CONDITION.
 DX0123
 DX0123                          STATION RECOVERY (1995)
 DX0123
 DX0123'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX0123'RECOVERED IN GOOD CONDITION.
 DX0123
 DX0123                          STATION RECOVERY (2002)
 DX0123
 DX0123'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAA)
 DX0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0129 ***********************************************************************
 DX0129  DESIGNATION -  603 60
 DX0129  PID         -  DX0129
 DX0129  STATE/COUNTY-  CA/RIVERSIDE
 DX0129  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0129
 DX0129                         *CURRENT SURVEY CONTROL
 DX0129  ___________________________________________________________________
 DX0129* NAD 83(1986)-  33 55 27.     (N)    116 30 10.     (W)     SCALED    
 DX0129* NAVD 88     -       250.607  (meters)     822.20   (feet)  ADJUSTED  
 DX0129  ___________________________________________________________________
 DX0129  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DX0129  DYNAMIC HT  -         250.318 (meters)     821.25  (feet)  COMP
 DX0129  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 DX0129
 DX0129  VERT ORDER  -  FIRST     CLASS I
 DX0129
 DX0129.The horizontal coordinates were scaled from a topographic map and have
 DX0129.an estimated accuracy of +/- 6 seconds.
 DX0129
 DX0129.The orthometric height was determined by differential leveling
 DX0129.and adjusted in June 1991.
 DX0129
 DX0129.The geoid height was determined by GEOID03.
 DX0129
 DX0129.The dynamic height is computed by dividing the NAVD 88
 DX0129.geopotential number by the normal gravity value computed on the
 DX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0129.degrees latitude (g = 980.6199 gals.).
 DX0129
 DX0129.The modeled gravity was interpolated from observed gravity values.
 DX0129
 DX0129;                    North         East    Units  Estimated Accuracy
 DX0129;SPC CA 6     -   694,950.    1,976,630.      MT  (+/- 180 meters Scaled)
 DX0129
 DX0129                          SUPERSEDED SURVEY CONTROL
 DX0129
 DX0129  NGVD 29 (??/??/92)  249.867  (m)          819.77   (f) ADJ UNCH    1 1
 DX0129
 DX0129.Superseded values are not recommended for survey control.
 DX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0129.See file dsdata.txt to determine how the superseded data were derived.
 DX0129
 DX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT459538(NAD 83)
 DX0129_MARKER: DD = SURVEY DISK
 DX0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0129_SP_SET: CONCRETE POST
 DX0129_STAMPING: 603 60 68
 DX0129_MARK LOGO: CA-065
 DX0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0129+STABILITY: SURFACE MOTION
 DX0129
 DX0129  HISTORY     - Date     Condition        Report By
 DX0129  HISTORY     - 1968     MONUMENTED       CA-065
 DX0129  HISTORY     - 1978     GOOD             NGS
 DX0129  HISTORY     - 1988     GOOD             NGS
 DX0129  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 DX0129
 DX0129                          STATION DESCRIPTION
 DX0129
 DX0129'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0129'2.5 MI S FROM DESERT HOT SPRINGS.
 DX0129'FROM THE INTERSECTION OF PIERSON BOULEVARD AND PALM DRIVE IN
 DX0129'DESERT HOT SPRINGS, THENCE SOUTH ALONG PALM DRIVE 2.5 MILES TO
 DX0129'DILLON ROAD, 250 FEET WEST OF PALM DRIVE, 32 FEET SOUTH OF DILLON
 DX0129'ROAD, 31 FEET SOUTHEAST OF POWER POLE 1597739 E, 9 FEET NORTH
 DX0129'OF FENCE CORNER, 6 INCHES ABOVE GROUND, LEVEL WITH DILLON ROAD,
 DX0129'SET A STANDARD RIVERSIDE COUNTY SURVEYOR BRASS DISK IN CONCRETE
 DX0129'POST, MARKED RIV CO BM 603-60-68, WITH A WITNESS POST 2 FEET
 DX0129'SOUTH.
 DX0129
 DX0129                          STATION RECOVERY (1978)
 DX0129
 DX0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0129'RECOVERED IN GOOD CONDITION.
 DX0129
 DX0129                          STATION RECOVERY (1988)
 DX0129
 DX0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0129'RECOVERED IN GOOD CONDITION.
 DX0129
 DX0129                          STATION RECOVERY (2001)
 DX0129
 DX0129'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0129'LARGE ULTRAMAR GAS STATION AND SMALL MALL OVER SEVERAL ACRES HAVE
 DX0129'APPARENTLY WIPED OUT EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0130 ***********************************************************************
 DX0130  DESIGNATION -  603 61
 DX0130  PID         -  DX0130
 DX0130  STATE/COUNTY-  CA/RIVERSIDE
 DX0130  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0130
 DX0130                         *CURRENT SURVEY CONTROL
 DX0130  ___________________________________________________________________
 DX0130* NAD 83(1986)-  33 55 58.     (N)    116 30 05.     (W)     SCALED    
 DX0130* NAVD 88     -       263.089  (meters)     863.15   (feet)  ADJUSTED  
 DX0130  ___________________________________________________________________
 DX0130  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DX0130  DYNAMIC HT  -         262.784 (meters)     862.15  (feet)  COMP
 DX0130  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 DX0130  OBS GRAVITY -     979,472.2   (mgal)                       GRAV_OBS
 DX0130
 DX0130  VERT ORDER  -  FIRST     CLASS I
 DX0130
 DX0130.The horizontal coordinates were scaled from a topographic map and have
 DX0130.an estimated accuracy of +/- 6 seconds.
 DX0130
 DX0130.The orthometric height was determined by differential leveling
 DX0130.and adjusted in June 1991.
 DX0130
 DX0130.The geoid height was determined by GEOID03.
 DX0130
 DX0130.The dynamic height is computed by dividing the NAVD 88
 DX0130.geopotential number by the normal gravity value computed on the
 DX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0130.degrees latitude (g = 980.6199 gals.).
 DX0130
 DX0130.The modeled gravity was interpolated from observed gravity values.
 DX0130.The observed gravity was obtained from relative gravimeter ties
 DX0130.to the IGSN71 gravity network.
 DX0130
 DX0130;                    North         East    Units  Estimated Accuracy
 DX0130;SPC CA 6     -   695,900.    1,976,760.      MT  (+/- 180 meters Scaled)
 DX0130
 DX0130                          SUPERSEDED SURVEY CONTROL
 DX0130
 DX0130  NGVD 29 (??/??/92)  262.346  (m)          860.71   (f) ADJ UNCH    1 1
 DX0130
 DX0130.Superseded values are not recommended for survey control.
 DX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0130.See file dsdata.txt to determine how the superseded data were derived.
 DX0130
 DX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT460548(NAD 83)
 DX0130_MARKER: DD = SURVEY DISK
 DX0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0130_SP_SET: CONCRETE POST
 DX0130_STAMPING: 603 61 68
 DX0130_MARK LOGO: CA-065
 DX0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0130+STABILITY: SURFACE MOTION
 DX0130
 DX0130  HISTORY     - Date     Condition        Report By
 DX0130  HISTORY     - 1968     MONUMENTED       CA-065
 DX0130  HISTORY     - 1978     GOOD             NGS
 DX0130  HISTORY     - 1988     GOOD             NGS
 DX0130  HISTORY     - 20010312 POOR             USPSQD
 DX0130  HISTORY     - 20040228 POOR             USPSQD
 DX0130
 DX0130                          STATION DESCRIPTION
 DX0130
 DX0130'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0130'2 MI S FROM DESERT HOT SPRINGS.
 DX0130'FROM THE INTERSECTION OF PIERSON BOULEVARD AND PALM DRIVE, THENCE
 DX0130'SOUTH ALONG PALM DRIVE 1.95 MILES, 250 FEET NORTH OF CAMINO
 DX0130'AVENTURA, 135 FEET EAST OF PALM DRIVE IN POWER POLE LINE 7 FEET
 DX0130'EAST OF 2 POWER POLES, 126597, 6 IN ABOVE GROUND AND LEVEL WITH
 DX0130'PALM DRIVE SET A STANDARD RIVERSIDE COUNTY SURVEYOR BRASS DISK IN
 DX0130'CONCRETE POST, MARKED RIV CO BM 603-61-68 WITH WITNESS POST 2
 DX0130'FEET EAST.
 DX0130
 DX0130                          STATION RECOVERY (1978)
 DX0130
 DX0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0130'RECOVERED IN GOOD CONDITION.
 DX0130
 DX0130                          STATION RECOVERY (1988)
 DX0130
 DX0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0130'RECOVERED IN GOOD CONDITION.
 DX0130
 DX0130                          STATION RECOVERY (2001)
 DX0130
 DX0130'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0130'NO WITNESS POST--MARK IS INTACT IN TOP CENTER OF 12' ROUND CONCRETE
 DX0130'SUPPORT, BUT SUPPORT IS OUT OF THE GROUND AND VERTICAL AXIS IS AT 30
 DX0130'DEGREES FROM VERTICAL.  NEEDS IMMEDIATE ATTENTION.
 DX0130
 DX0130                          STATION RECOVERY (2004)
 DX0130
 DX0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0130'SAME AS IN 2001---MARK SUPPORT IS CANTED AT AN APPROXIMATE 30 DEGREE
 DX0130'ANGLE---NEEDS MAINTENANCE.  SENDING PICTURE TO NGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0131 ***********************************************************************
 DX0131  DESIGNATION -  603 62
 DX0131  PID         -  DX0131
 DX0131  STATE/COUNTY-  CA/RIVERSIDE
 DX0131  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0131
 DX0131                         *CURRENT SURVEY CONTROL
 DX0131  ___________________________________________________________________
 DX0131* NAD 83(1986)-  33 56 48.     (N)    116 30 04.     (W)     SCALED    
 DX0131* NAVD 88     -       286.81   (+/-2cm)     941.0    (feet)  VERTCON   
 DX0131  ___________________________________________________________________
 DX0131  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DX0131  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0131
 DX0131.The horizontal coordinates were scaled from a topographic map and have
 DX0131.an estimated accuracy of +/- 6 seconds.
 DX0131
 DX0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0131.The vertical order pertains to the NGVD 29 superseded value.
 DX0131
 DX0131.The geoid height was determined by GEOID03.
 DX0131
 DX0131;                    North         East    Units  Estimated Accuracy
 DX0131;SPC CA 6     -   697,440.    1,976,790.      MT  (+/- 180 meters Scaled)
 DX0131
 DX0131                          SUPERSEDED SURVEY CONTROL
 DX0131
 DX0131  NGVD 29 (??/??/??)  286.058  (m)          938.51   (f) ADJUSTED    1 2
 DX0131
 DX0131.Superseded values are not recommended for survey control.
 DX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0131.See file dsdata.txt to determine how the superseded data were derived.
 DX0131
 DX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT461563(NAD 83)
 DX0131_MARKER: DD = SURVEY DISK
 DX0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0131_STAMPING: 603-62-68
 DX0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0131+STABILITY: SURFACE MOTION
 DX0131
 DX0131  HISTORY     - Date     Condition        Report By
 DX0131  HISTORY     - 1968     MONUMENTED       CA-065
 DX0131  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0131
 DX0131                          STATION DESCRIPTION
 DX0131
 DX0131'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0131'1 MI S FROM DESERT HOT SPRINGS.
 DX0131'0.95 MLS. SOUTH ON PALM DR. FROM INTERSECTION OF PALM DR. AND
 DX0131'PIERSON BLVD AND 1 FT. ABOVE PALM DR. 50 FT. WEST OF PALM DR.
 DX0131'10 FT. WEST OF WEST CURB LINE OF PALM DR. 180 FT. NORTH OF THE
 DX0131'CENTER LINE OF TWO BUNCH PALMS RD. SET A STANDARD BRASS DISK IN A
 DX0131'CONCRETE POST 6 IN. ABOVE GROUND, SET MARKER POST 2 FT. WEST OF
 DX0131'MONUMENT.
 DX0131
 DX0131                          STATION RECOVERY (1978)
 DX0131
 DX0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0131'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0132 ***********************************************************************
 DX0132  DESIGNATION -  603 63
 DX0132  PID         -  DX0132
 DX0132  STATE/COUNTY-  CA/RIVERSIDE
 DX0132  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0132
 DX0132                         *CURRENT SURVEY CONTROL
 DX0132  ___________________________________________________________________
 DX0132* NAD 83(1986)-  33 57 20.     (N)    116 30 06.     (W)     SCALED    
 DX0132* NAVD 88     -       304.801  (meters)    1000.00   (feet)  ADJUSTED  
 DX0132  ___________________________________________________________________
 DX0132  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DX0132  DYNAMIC HT  -         304.445 (meters)     998.83  (feet)  COMP
 DX0132  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 DX0132
 DX0132  VERT ORDER  -  FIRST     CLASS I
 DX0132
 DX0132.The horizontal coordinates were scaled from a topographic map and have
 DX0132.an estimated accuracy of +/- 6 seconds.
 DX0132
 DX0132.The orthometric height was determined by differential leveling
 DX0132.and adjusted in June 1991.
 DX0132
 DX0132.The geoid height was determined by GEOID03.
 DX0132
 DX0132.The dynamic height is computed by dividing the NAVD 88
 DX0132.geopotential number by the normal gravity value computed on the
 DX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0132.degrees latitude (g = 980.6199 gals.).
 DX0132
 DX0132.The modeled gravity was interpolated from observed gravity values.
 DX0132
 DX0132;                    North         East    Units  Estimated Accuracy
 DX0132;SPC CA 6     -   698,430.    1,976,740.      MT  (+/- 180 meters Scaled)
 DX0132
 DX0132                          SUPERSEDED SURVEY CONTROL
 DX0132
 DX0132  NGVD 29 (??/??/92)  304.045  (m)          997.52   (f) ADJ UNCH    1 1
 DX0132
 DX0132.Superseded values are not recommended for survey control.
 DX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0132.See file dsdata.txt to determine how the superseded data were derived.
 DX0132
 DX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT460573(NAD 83)
 DX0132_MARKER: DD = SURVEY DISK
 DX0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0132_SP_SET: CONCRETE POST
 DX0132_STAMPING: 603 63 68
 DX0132_MARK LOGO: CA-065
 DX0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0132+STABILITY: SURFACE MOTION
 DX0132
 DX0132  HISTORY     - Date     Condition        Report By
 DX0132  HISTORY     - 1968     MONUMENTED       CA-065
 DX0132  HISTORY     - 1978     GOOD             NGS
 DX0132  HISTORY     - 1988     GOOD             NGS
 DX0132  HISTORY     - 20010311 MARK NOT FOUND   USPSQD
 DX0132
 DX0132                          STATION DESCRIPTION
 DX0132
 DX0132'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0132'0.4 MI S FROM DESERT HOT SPRINGS.
 DX0132'0.45 MILES SOUTH ON PALM DRIVE FROM INTERSECTION PALM DRIVE AND
 DX0132'PIERSON BOULEVARD AND 1 FEET ABOVE PALM DRIVE 3 FEET NORTH OF A
 DX0132'BLACK WALL RUNNING EAST AND WEST 57 FEET FROM THE CENTER LINE
 DX0132'OF PALM DRIVE 21 FEET BACK OF THE CURB AND GUTTER AT A RICHFIELD
 DX0132'SERVICE STATION 12 FEET WEST OF A LIGHT POST 132 FEET NORTH OF
 DX0132'GRANDAD AVENUE SET AT A STANDARD DISK IN A CONCRETE POST 6 INCHES
 DX0132'ABOVE GROUND, MARKER POST NOT SET.
 DX0132
 DX0132                          STATION RECOVERY (1978)
 DX0132
 DX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0132'RECOVERED IN GOOD CONDITION.
 DX0132
 DX0132                          STATION RECOVERY (1988)
 DX0132
 DX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0132'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 DX0132'THAT THE SERVICE STATION REFERRED TO THEREIN IS NOW AN ARCO STATION.
 DX0132
 DX0132                          STATION RECOVERY (2001)
 DX0132
 DX0132'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0132'THE ARCO STATION IS NOW A MULTIPLE ISLAND STATION AND STORE. EXTENSIVE
 DX0132'GROUND REMODELING HAS PROBABLY REMOVED THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0133 ***********************************************************************
 DX0133  DESIGNATION -  603 64
 DX0133  PID         -  DX0133
 DX0133  STATE/COUNTY-  CA/RIVERSIDE
 DX0133  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0133
 DX0133                         *CURRENT SURVEY CONTROL
 DX0133  ___________________________________________________________________
 DX0133* NAD 83(1986)-  33 57 41.     (N)    116 30 11.     (W)     SCALED    
 DX0133* NAVD 88     -       327.171  (meters)    1073.39   (feet)  ADJUSTED  
 DX0133  ___________________________________________________________________
 DX0133  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DX0133  DYNAMIC HT  -         326.789 (meters)    1072.14  (feet)  COMP
 DX0133  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 DX0133  OBS GRAVITY -     979,463.7   (mgal)                       GRAV_OBS
 DX0133
 DX0133  VERT ORDER  -  FIRST     CLASS I
 DX0133
 DX0133.The horizontal coordinates were scaled from a topographic map and have
 DX0133.an estimated accuracy of +/- 6 seconds.
 DX0133
 DX0133.The orthometric height was determined by differential leveling
 DX0133.and adjusted in June 1991.
 DX0133
 DX0133.The geoid height was determined by GEOID03.
 DX0133
 DX0133.The dynamic height is computed by dividing the NAVD 88
 DX0133.geopotential number by the normal gravity value computed on the
 DX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0133.degrees latitude (g = 980.6199 gals.).
 DX0133
 DX0133.The modeled gravity was interpolated from observed gravity values.
 DX0133.The observed gravity was obtained from relative gravimeter ties
 DX0133.to the IGSN71 gravity network.
 DX0133
 DX0133;                    North         East    Units  Estimated Accuracy
 DX0133;SPC CA 6     -   699,070.    1,976,610.      MT  (+/- 180 meters Scaled)
 DX0133
 DX0133                          SUPERSEDED SURVEY CONTROL
 DX0133
 DX0133  NGVD 29 (??/??/92)  326.403  (m)         1070.87   (f) ADJ UNCH    1 1
 DX0133
 DX0133.Superseded values are not recommended for survey control.
 DX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0133.See file dsdata.txt to determine how the superseded data were derived.
 DX0133
 DX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT459579(NAD 83)
 DX0133_MARKER: DD = SURVEY DISK
 DX0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0133_SP_SET: CONCRETE POST
 DX0133_STAMPING: 603 64 68
 DX0133_MARK LOGO: CA-065
 DX0133_PROJECTION: PROJECTING 1 CENTIMETERS
 DX0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0133+STABILITY: SURFACE MOTION
 DX0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0133+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 DX0133
 DX0133  HISTORY     - Date     Condition        Report By
 DX0133  HISTORY     - 1968     MONUMENTED       CA-065
 DX0133  HISTORY     - 1978     GOOD             NGS
 DX0133  HISTORY     - 1986     GOOD             NGS
 DX0133  HISTORY     - 1988     GOOD             NGS
 DX0133  HISTORY     - 20010311 GOOD             USPSQD
 DX0133  HISTORY     - 20040225 GOOD             USPSQD
 DX0133
 DX0133                          STATION DESCRIPTION
 DX0133
 DX0133'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0133'AT DESERT HOT SPRINGS.
 DX0133'AT POST OFFICE IN DESERT HOT SPRINGS, 13 FEET SOUTH OF THE CURB,
 DX0133'47 FEET SOUTH OF THE CENTER LINE OF PIERSON BOULEVARD, 2 FEET
 DX0133'WEST OF THE FLAG POLE IN PLANTER AREA ON THE EAST SIDE OF THE
 DX0133'POST OFFICE ENTRANCE, SET A STANDARD BRASS DISK IN A CONCRETE
 DX0133'POST FLUSH WITH THE GROUND.
 DX0133
 DX0133                          STATION RECOVERY (1978)
 DX0133
 DX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0133'RECOVERED IN GOOD CONDITION.
 DX0133
 DX0133                          STATION RECOVERY (1986)
 DX0133
 DX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0133'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DESERT HOT
 DX0133'SPRINGS, AT THE POST OFFICE, 9.1 METERS (30 FT) SOUTH OF THE CENTER
 DX0133'OF THE EAST BOUND LANES OF PIERSON BOULEVARD, 7.9 METERS (26 FT) EAST
 DX0133'OF THE ENTRANCE TO THE POST OFFICE AND 0.6 METER (2 FT) WEST OF A
 DX0133'FLAGPOLE.
 DX0133'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX0133
 DX0133                          STATION RECOVERY (1988)
 DX0133
 DX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0133'RECOVERED IN GOOD CONDITION.
 DX0133
 DX0133                          STATION RECOVERY (2001)
 DX0133
 DX0133'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0133'NEW DESCRIPTION. FROM PALM DRIVE IN DESERT HOT SPRINGS GO WEST 0.2
 DX0133'MILES ON PIERSON BOULEVARD TO OLD POST OFFICE BUILDING ON SOUTH SIDE
 DX0133'AND ITS FLAGPOLE. THE REST IS OK.
 DX0133
 DX0133                          STATION RECOVERY (2004)
 DX0133
 DX0133'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0133'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0134 ***********************************************************************
 DX0134  DESIGNATION -  603 65
 DX0134  PID         -  DX0134
 DX0134  STATE/COUNTY-  CA/RIVERSIDE
 DX0134  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0134
 DX0134                         *CURRENT SURVEY CONTROL
 DX0134  ___________________________________________________________________
 DX0134* NAD 83(1986)-  33 57 40.     (N)    116 30 51.     (W)     SCALED    
 DX0134* NAVD 88     -       325.157  (meters)    1066.79   (feet)  ADJUSTED  
 DX0134  ___________________________________________________________________
 DX0134  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DX0134  DYNAMIC HT  -         324.777 (meters)    1065.54  (feet)  COMP
 DX0134  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 DX0134
 DX0134  VERT ORDER  -  FIRST     CLASS I
 DX0134
 DX0134.The horizontal coordinates were scaled from a topographic map and have
 DX0134.an estimated accuracy of +/- 6 seconds.
 DX0134
 DX0134.The orthometric height was determined by differential leveling
 DX0134.and adjusted in June 1991.
 DX0134
 DX0134.The geoid height was determined by GEOID03.
 DX0134
 DX0134.The dynamic height is computed by dividing the NAVD 88
 DX0134.geopotential number by the normal gravity value computed on the
 DX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0134.degrees latitude (g = 980.6199 gals.).
 DX0134
 DX0134.The modeled gravity was interpolated from observed gravity values.
 DX0134
 DX0134;                    North         East    Units  Estimated Accuracy
 DX0134;SPC CA 6     -   699,050.    1,975,580.      MT  (+/- 180 meters Scaled)
 DX0134
 DX0134                          SUPERSEDED SURVEY CONTROL
 DX0134
 DX0134  NGVD 29 (??/??/92)  324.388  (m)         1064.26   (f) ADJ UNCH    1 1
 DX0134
 DX0134.Superseded values are not recommended for survey control.
 DX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0134.See file dsdata.txt to determine how the superseded data were derived.
 DX0134
 DX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT448579(NAD 83)
 DX0134_MARKER: DD = SURVEY DISK
 DX0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0134_SP_SET: CONCRETE POST
 DX0134_STAMPING: 603 65 68
 DX0134_MARK LOGO: CA-065
 DX0134_PROJECTION: PROJECTING 25 CENTIMETERS
 DX0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0134+STABILITY: SURFACE MOTION
 DX0134
 DX0134  HISTORY     - Date     Condition        Report By
 DX0134  HISTORY     - 1968     MONUMENTED       CA-065
 DX0134  HISTORY     - 1978     GOOD             NGS
 DX0134  HISTORY     - 1986     GOOD             NGS
 DX0134  HISTORY     - 1988     GOOD             NGS
 DX0134  HISTORY     - 20010311 GOOD             USPSQD
 DX0134
 DX0134                          STATION DESCRIPTION
 DX0134
 DX0134'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0134'0.6 MI W FROM DESERT HOT SPRINGS.
 DX0134'0.6 MILES WEST ON PIERSON BLVD. FROM POST OFFICE AT DESERT HOT
 DX0134'SPRINGS 110 FT. SOUTH OF PIERSON BLVD., 32 FT. EAST OF CHOLLA
 DX0134'RD. 5 FT. EAST OF A FIRE HYD., 8 FT. NORTH EAST OF PP. 57935, 2
 DX0134'FT. WEST OF A MARKER POST AND 2 FT. HIGHER THAN CHOLLA RD. SET A
 DX0134'STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX0134
 DX0134                          STATION RECOVERY (1978)
 DX0134
 DX0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0134'RECOVERED IN GOOD CONDITION.
 DX0134
 DX0134                          STATION RECOVERY (1986)
 DX0134
 DX0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0134'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.94 KM (0.58
 DX0134'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0134'SPRINGS, 55.0 METERS (180 FT) SOUTH OF THE CENTER OF THE BOULEVARD,
 DX0134'7.0 METERS (23 FT) EAST OF THE CENTER OF CHOLLA ROAD AND 2.0 METERS
 DX0134'(6.6 FT) NORTH OF POWER POLE 57935.
 DX0134'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 DX0134'THE MARK IS 0.3 M ABOVE THE ROAD.
 DX0134
 DX0134                          STATION RECOVERY (1988)
 DX0134
 DX0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0134'RECOVERED IN GOOD CONDITION.
 DX0134
 DX0134                          STATION RECOVERY (2001)
 DX0134
 DX0134'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0134'NEW DESCRIPTION--POST OFFICE NO LONGER AT THAT LOCATION. IN DESERT HOT
 DX0134'SPRINGS ON PALM DRIVE GO WEST ALONG PIERSON BOULEVARD FOR 0.78 MILES
 DX0134'TO CHOLLA ROAD. THE REST IS OK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0135 ***********************************************************************
 DX0135  DESIGNATION -  603 66
 DX0135  PID         -  DX0135
 DX0135  STATE/COUNTY-  CA/RIVERSIDE
 DX0135  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0135
 DX0135                         *CURRENT SURVEY CONTROL
 DX0135  ___________________________________________________________________
 DX0135* NAD 83(1986)-  33 57 40.     (N)    116 31 37.     (W)     SCALED    
 DX0135* NAVD 88     -       336.151  (meters)    1102.86   (feet)  ADJUSTED  
 DX0135  ___________________________________________________________________
 DX0135  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DX0135  DYNAMIC HT  -         335.756 (meters)    1101.56  (feet)  COMP
 DX0135  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 DX0135  OBS GRAVITY -     979,458.7   (mgal)                       GRAV_OBS
 DX0135
 DX0135  VERT ORDER  -  FIRST     CLASS I
 DX0135
 DX0135.The horizontal coordinates were scaled from a topographic map and have
 DX0135.an estimated accuracy of +/- 6 seconds.
 DX0135
 DX0135.The orthometric height was determined by differential leveling
 DX0135.and adjusted in June 1991.
 DX0135
 DX0135.The geoid height was determined by GEOID03.
 DX0135
 DX0135.The dynamic height is computed by dividing the NAVD 88
 DX0135.geopotential number by the normal gravity value computed on the
 DX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0135.degrees latitude (g = 980.6199 gals.).
 DX0135
 DX0135.The modeled gravity was interpolated from observed gravity values.
 DX0135.The observed gravity was obtained from relative gravimeter ties
 DX0135.to the IGSN71 gravity network.
 DX0135
 DX0135;                    North         East    Units  Estimated Accuracy
 DX0135;SPC CA 6     -   699,050.    1,974,400.      MT  (+/- 180 meters Scaled)
 DX0135
 DX0135                          SUPERSEDED SURVEY CONTROL
 DX0135
 DX0135  NGVD 29 (??/??/92)  335.374  (m)         1100.31   (f) ADJ UNCH    1 1
 DX0135
 DX0135.Superseded values are not recommended for survey control.
 DX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0135.See file dsdata.txt to determine how the superseded data were derived.
 DX0135
 DX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT437579(NAD 83)
 DX0135_MARKER: DD = SURVEY DISK
 DX0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0135_SP_SET: CONCRETE POST
 DX0135_STAMPING: 603 66 68
 DX0135_MARK LOGO: CA-065
 DX0135_PROJECTION: PROJECTING 20 CENTIMETERS
 DX0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0135+STABILITY: SURFACE MOTION
 DX0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0135+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 DX0135
 DX0135  HISTORY     - Date     Condition        Report By
 DX0135  HISTORY     - 1968     MONUMENTED       CA-065
 DX0135  HISTORY     - 1978     GOOD             NGS
 DX0135  HISTORY     - 1986     GOOD             NGS
 DX0135  HISTORY     - 1988     GOOD             NGS
 DX0135  HISTORY     - 20010311 GOOD             USPSQD
 DX0135  HISTORY     - 20040225 GOOD             USPSQD
 DX0135
 DX0135                          STATION DESCRIPTION
 DX0135
 DX0135'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0135'1.4 MI W FROM DESERT HOT SPRINGS.
 DX0135'1.35 MILES WEST ALONG PIERSON BLVD. FROM POST OFFICE IN DESERT
 DX0135'HOT SPRINGS, 15 FT. SOUTH OF SOUTHERLY CURB LINE OF PIERSON
 DX0135'BLVD., 47 FT. SOUTH OF THE CENTER LINE OF PIERSON BLVD, 10 FT
 DX0135'SOUTH OF PP 31364 CWT. 167 FT. EAST OF THE CENTER LINE OF LITTLE
 DX0135'MORONGO RD. 2 FT. NORTH OF MARKER POST AND LEVEL WITH PIERSON
 DX0135'BLVD. SET A STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE
 DX0135'GROUND.
 DX0135
 DX0135                          STATION RECOVERY (1978)
 DX0135
 DX0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0135'RECOVERED IN GOOD CONDITION.
 DX0135
 DX0135                          STATION RECOVERY (1986)
 DX0135
 DX0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0135'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.11 KM (1.31
 DX0135'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST IN DESERT HOT SPRINGS,
 DX0135'14.0 METERS (46 FT) SOUTH OF THE CENTER OF THE BOULEVARD, 50.0 METERS
 DX0135'(164 FT) EAST OF THE CROSSING OF LITTLE MORONGO DRIVE AND 3.0 METERS
 DX0135'(10 FT) SOUTH OF A POWER POLE.
 DX0135'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DX0135'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX0135
 DX0135                          STATION RECOVERY (1988)
 DX0135
 DX0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0135'RECOVERED IN GOOD CONDITION.
 DX0135
 DX0135                          STATION RECOVERY (2001)
 DX0135
 DX0135'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0135'NEW DESCRIPTION--POST OFFICE IS NO LONGER AT THAT LOCATION.  DISTANCE
 DX0135'TO THE WEST FROM PALM DRIVE, IN DESERT HOT SPRINGS,IS 1.51 MILES ALONG
 DX0135'PIERSON BOULEVARD TO LITTLE MORONGO DRIVE. REST IS OK.
 DX0135
 DX0135                          STATION RECOVERY (2004)
 DX0135
 DX0135'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0135'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0136 ***********************************************************************
 DX0136  DESIGNATION -  603 67
 DX0136  PID         -  DX0136
 DX0136  STATE/COUNTY-  CA/RIVERSIDE
 DX0136  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0136
 DX0136                         *CURRENT SURVEY CONTROL
 DX0136  ___________________________________________________________________
 DX0136* NAD 83(1986)-  33 57 41.     (N)    116 32 39.     (W)     SCALED    
 DX0136* NAVD 88     -       357.823  (meters)    1173.96   (feet)  ADJUSTED  
 DX0136  ___________________________________________________________________
 DX0136  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DX0136  DYNAMIC HT  -         357.405 (meters)    1172.59  (feet)  COMP
 DX0136  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 DX0136
 DX0136  VERT ORDER  -  FIRST     CLASS I
 DX0136
 DX0136.The horizontal coordinates were scaled from a topographic map and have
 DX0136.an estimated accuracy of +/- 6 seconds.
 DX0136
 DX0136.The orthometric height was determined by differential leveling
 DX0136.and adjusted in June 1991.
 DX0136
 DX0136.The geoid height was determined by GEOID03.
 DX0136
 DX0136.The dynamic height is computed by dividing the NAVD 88
 DX0136.geopotential number by the normal gravity value computed on the
 DX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0136.degrees latitude (g = 980.6199 gals.).
 DX0136
 DX0136.The modeled gravity was interpolated from observed gravity values.
 DX0136
 DX0136;                    North         East    Units  Estimated Accuracy
 DX0136;SPC CA 6     -   699,080.    1,972,810.      MT  (+/- 180 meters Scaled)
 DX0136
 DX0136                          SUPERSEDED SURVEY CONTROL
 DX0136
 DX0136  NGVD 29 (??/??/92)  357.038  (m)         1171.38   (f) ADJ UNCH    1 1
 DX0136
 DX0136.Superseded values are not recommended for survey control.
 DX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0136.See file dsdata.txt to determine how the superseded data were derived.
 DX0136
 DX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT421579(NAD 83)
 DX0136_MARKER: DD = SURVEY DISK
 DX0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0136_SP_SET: CONCRETE POST
 DX0136_STAMPING: 603 67 68
 DX0136_MARK LOGO: CA-065
 DX0136_PROJECTION: PROJECTING 20 CENTIMETERS
 DX0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0136+STABILITY: SURFACE MOTION
 DX0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0136+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 DX0136
 DX0136  HISTORY     - Date     Condition        Report By
 DX0136  HISTORY     - 1968     MONUMENTED       CA-065
 DX0136  HISTORY     - 1978     GOOD             NGS
 DX0136  HISTORY     - 1986     GOOD             NGS
 DX0136  HISTORY     - 1988     GOOD             NGS
 DX0136  HISTORY     - 20010319 GOOD             USPSQD
 DX0136  HISTORY     - 20040228 GOOD             USPSQD
 DX0136
 DX0136                          STATION DESCRIPTION
 DX0136
 DX0136'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0136'2.3 MI W FROM DESERT HOT SPRINGS.
 DX0136'2.3 MILES WEST ALONG PIERSON BLVD. FROM POST OFFICE IN DESERT
 DX0136'HOT SPRINGS 50 FT. NORTH OF PIERSON BLVD. 252 FT EAST OF INDIAN
 DX0136'AVE. 32 FT. NORTH WEST OF PP 335912-S, 3 FT. EAST OF A SMALL
 DX0136'GROUP OF BOULDERS 2 SOUTH OF A MARKER POST AND 2 FT. ABOVE
 DX0136'PIERSON BLVD. SET A STANDARD BRASS DISK IN A CONCRETE POST 6 IN.
 DX0136'ABOVE GROUND.
 DX0136
 DX0136                          STATION RECOVERY (1978)
 DX0136
 DX0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0136'RECOVERED IN GOOD CONDITION.
 DX0136
 DX0136                          STATION RECOVERY (1986)
 DX0136
 DX0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0136'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.69 KM (2.29
 DX0136'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0136'SPRINGS, 15.8 METERS (52 FT) NORTH OF THE CENTER OF THE BOULEVARD,
 DX0136'0.08 KM (0.05 MI) EAST OF THE CROSSING OF INDIAN AVENUE AND 10.1
 DX0136'METERS (33 FT) NORTHWEST OF POWER POLE 335912-S.
 DX0136'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 DX0136'THE MARK IS 0.6 M ABOVE THE ROAD.
 DX0136
 DX0136                          STATION RECOVERY (1988)
 DX0136
 DX0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0136'RECOVERED IN GOOD CONDITION.
 DX0136
 DX0136                          STATION RECOVERY (2001)
 DX0136
 DX0136'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0136'NEW DESCRIPTION---FROM PALM DRIVE IN DESERT HOT SPRINGS, DRIVE WEST ON
 DX0136'PIERSON BOULEVARD FOR 2.49 MILES.  REST IS OK EXCEPT THE POLE NUMBER
 DX0136'IS NOW 4131524E .
 DX0136
 DX0136                          STATION RECOVERY (2004)
 DX0136
 DX0136'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0136'REMAINS IN GOOD CONDITION WITH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0137 ***********************************************************************
 DX0137  DESIGNATION -  603 68
 DX0137  PID         -  DX0137
 DX0137  STATE/COUNTY-  CA/RIVERSIDE
 DX0137  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0137
 DX0137                         *CURRENT SURVEY CONTROL
 DX0137  ___________________________________________________________________
 DX0137* NAD 83(1986)-  33 57 40.     (N)    116 33 51.     (W)     SCALED    
 DX0137* NAVD 88     -       392.662  (meters)    1288.26   (feet)  ADJUSTED  
 DX0137  ___________________________________________________________________
 DX0137  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DX0137  DYNAMIC HT  -         392.201 (meters)    1286.75  (feet)  COMP
 DX0137  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 DX0137  OBS GRAVITY -     979,446.5   (mgal)                       GRAV_OBS
 DX0137
 DX0137  VERT ORDER  -  FIRST     CLASS I
 DX0137
 DX0137.The horizontal coordinates were scaled from a topographic map and have
 DX0137.an estimated accuracy of +/- 6 seconds.
 DX0137
 DX0137.The orthometric height was determined by differential leveling
 DX0137.and adjusted in June 1991.
 DX0137
 DX0137.The geoid height was determined by GEOID03.
 DX0137
 DX0137.The dynamic height is computed by dividing the NAVD 88
 DX0137.geopotential number by the normal gravity value computed on the
 DX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0137.degrees latitude (g = 980.6199 gals.).
 DX0137
 DX0137.The modeled gravity was interpolated from observed gravity values.
 DX0137.The observed gravity was obtained from relative gravimeter ties
 DX0137.to the IGSN71 gravity network.
 DX0137
 DX0137;                    North         East    Units  Estimated Accuracy
 DX0137;SPC CA 6     -   699,060.    1,970,960.      MT  (+/- 180 meters Scaled)
 DX0137
 DX0137                          SUPERSEDED SURVEY CONTROL
 DX0137
 DX0137  NGVD 29 (??/??/92)  391.866  (m)         1285.65   (f) ADJ UNCH    1 1
 DX0137
 DX0137.Superseded values are not recommended for survey control.
 DX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0137.See file dsdata.txt to determine how the superseded data were derived.
 DX0137
 DX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT402579(NAD 83)
 DX0137_MARKER: DD = SURVEY DISK
 DX0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0137_SP_SET: CONCRETE POST
 DX0137_STAMPING: 603 68 68
 DX0137_MARK LOGO: CA-065
 DX0137_PROJECTION: PROJECTING 20 CENTIMETERS
 DX0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0137+STABILITY: SURFACE MOTION
 DX0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0137+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DX0137
 DX0137  HISTORY     - Date     Condition        Report By
 DX0137  HISTORY     - 1968     MONUMENTED       CA-065
 DX0137  HISTORY     - 1978     GOOD             NGS
 DX0137  HISTORY     - 1986     GOOD             NGS
 DX0137  HISTORY     - 1988     GOOD             NGS
 DX0137  HISTORY     - 20010319 GOOD             USPSQD
 DX0137  HISTORY     - 20040325 GOOD             USPSQD
 DX0137
 DX0137                          STATION DESCRIPTION
 DX0137
 DX0137'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0137'3.4 MI W FROM DESERT HOT SPRINGS.
 DX0137'3.4 MILES WEST ALONG PIERSON BLVD. FROM POST OFFICE IN DESERT
 DX0137'HOT SPRINGS 0.1 MILES WEST OF KAREN AVE. 50 FT. SOUTH OF PIERSON
 DX0137'BLVD. 11 FT. SOUTH OF PP 22976 CWT. 2 FT. NORTH OF MARKER POST
 DX0137'AND 1 FT. ABOVE PIERSON BLVD. SET A STANDARD BRASS DISK IN A
 DX0137'CONCRETE POST 6 IN. ABOVE GROUND.
 DX0137
 DX0137                          STATION RECOVERY (1978)
 DX0137
 DX0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0137'RECOVERED IN GOOD CONDITION.
 DX0137
 DX0137                          STATION RECOVERY (1986)
 DX0137
 DX0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0137'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.50 KM (3.42
 DX0137'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0137'SPRINGS, 15.0 METERS (49 FT) SOUTH OF THE CENTER OF THE BOULEVARD AND
 DX0137'3.0 METERS (10 FT) SOUTH OF POWER POLE 1905282E.
 DX0137'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 DX0137'THE MARK IS 0.6 M ABOVE THE ROAD.
 DX0137
 DX0137                          STATION RECOVERY (1988)
 DX0137
 DX0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0137'RECOVERED IN GOOD CONDITION.
 DX0137
 DX0137                          STATION RECOVERY (2001)
 DX0137
 DX0137'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0137'NEW DESCRIPTION--FROM PALM DRIVE IN DESERT HOT SPRINGS, GO WEST ON
 DX0137'PIERSON BOULEVARD FOR 3.62 MILES.  REST OF DESCRIPTION OF 1986 IS OK
 DX0137'EXCEPT THERE IS NO WITNESS POST.
 DX0137
 DX0137                          STATION RECOVERY (2004)
 DX0137
 DX0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0138 ***********************************************************************
 DX0138  DESIGNATION -  603 69
 DX0138  PID         -  DX0138
 DX0138  STATE/COUNTY-  CA/RIVERSIDE
 DX0138  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0138
 DX0138                         *CURRENT SURVEY CONTROL
 DX0138  ___________________________________________________________________
 DX0138* NAD 83(1986)-  33 57 41.     (N)    116 35 07.     (W)     SCALED    
 DX0138* NAVD 88     -       442.997  (meters)    1453.40   (feet)  ADJUSTED  
 DX0138  ___________________________________________________________________
 DX0138  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DX0138  DYNAMIC HT  -         442.472 (meters)    1451.68  (feet)  COMP
 DX0138  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 DX0138  OBS GRAVITY -     979,437.2   (mgal)                       GRAV_OBS
 DX0138
 DX0138  VERT ORDER  -  FIRST     CLASS I
 DX0138
 DX0138.The horizontal coordinates were scaled from a topographic map and have
 DX0138.an estimated accuracy of +/- 6 seconds.
 DX0138
 DX0138.The orthometric height was determined by differential leveling
 DX0138.and adjusted in June 1991.
 DX0138
 DX0138.The geoid height was determined by GEOID03.
 DX0138
 DX0138.The dynamic height is computed by dividing the NAVD 88
 DX0138.geopotential number by the normal gravity value computed on the
 DX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0138.degrees latitude (g = 980.6199 gals.).
 DX0138
 DX0138.The modeled gravity was interpolated from observed gravity values.
 DX0138.The observed gravity was obtained from relative gravimeter ties
 DX0138.to the IGSN71 gravity network.
 DX0138
 DX0138;                    North         East    Units  Estimated Accuracy
 DX0138;SPC CA 6     -   699,100.    1,969,010.      MT  (+/- 180 meters Scaled)
 DX0138
 DX0138                          SUPERSEDED SURVEY CONTROL
 DX0138
 DX0138  NGVD 29 (??/??/92)  442.193  (m)         1450.76   (f) ADJ UNCH    1 1
 DX0138
 DX0138.Superseded values are not recommended for survey control.
 DX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0138.See file dsdata.txt to determine how the superseded data were derived.
 DX0138
 DX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT383579(NAD 83)
 DX0138_MARKER: DD = SURVEY DISK
 DX0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0138_SP_SET: CONCRETE POST
 DX0138_STAMPING: 603 69 68
 DX0138_MARK LOGO: CA-065
 DX0138_PROJECTION: PROJECTING 10 CENTIMETERS
 DX0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0138+STABILITY: SURFACE MOTION
 DX0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0138+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 DX0138
 DX0138  HISTORY     - Date     Condition        Report By
 DX0138  HISTORY     - 1969     MONUMENTED       CA-065
 DX0138  HISTORY     - 1978     GOOD             NGS
 DX0138  HISTORY     - 1986     GOOD             NGS
 DX0138  HISTORY     - 1988     GOOD             NGS
 DX0138  HISTORY     - 20010315 GOOD             USPSQD
 DX0138
 DX0138                          STATION DESCRIPTION
 DX0138
 DX0138'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX0138'4.6 MI W FROM DESERT HOT SPRINGS.
 DX0138'4.6 MILES WEST ALONG PIERSON BLVD. FROM POST OFFICE IN DESERT
 DX0138'HOT SPRINGS 50 FT. SOUTH OF PIERSON BLVD. 13 FT. SOUTH OF
 DX0138'SOUTHERLY CURB LINE OF PIERSON BLVD. 10 FT. SOUTH OF PP 41246
 DX0138'CWT. 2 FT. NORTH OF MARKER POST AND LEVEL WITH PIERSON BLVD. SET
 DX0138'A STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX0138
 DX0138                          STATION RECOVERY (1978)
 DX0138
 DX0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0138'RECOVERED IN GOOD CONDITION.
 DX0138
 DX0138                          STATION RECOVERY (1986)
 DX0138
 DX0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0138'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.45 KM (4.63
 DX0138'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0138'SPRINGS, 0.10 KM (0.06 MI) EAST OF THE CROSSING OF THE OLD 29 PALMS
 DX0138'HIGHWAY, 15.8 METERS (52 FT) SOUTH OF THE CENTER OF THE BOULEVARD AND
 DX0138'3.0 METERS (10 FT) SOUTH OF POWER POLE 1905261E.
 DX0138'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 DX0138'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX0138
 DX0138                          STATION RECOVERY (1988)
 DX0138
 DX0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0138'RECOVERED IN GOOD CONDITION.
 DX0138
 DX0138                          STATION RECOVERY (2001)
 DX0138
 DX0138'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0138'SAME EXCEPT POST OFFICE HAS MOVED.  DRIVE 4.83 MILES FROM PALM DRIVE
 DX0138'IN DESERT HOT SPRINGS WEST ALONG PIERSON BOULEVARD.  REST IS THE SAME.
 DX0138' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0831 ***********************************************************************
 DX0831  DESIGNATION -  603 70
 DX0831  PID         -  DX0831
 DX0831  STATE/COUNTY-  CA/RIVERSIDE
 DX0831  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0831
 DX0831                         *CURRENT SURVEY CONTROL
 DX0831  ___________________________________________________________________
 DX0831* NAD 83(1986)-  33 57 25.     (N)    116 35 32.     (W)     SCALED    
 DX0831* NAVD 88     -       448.008  (meters)    1469.84   (feet)  ADJUSTED  
 DX0831  ___________________________________________________________________
 DX0831  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DX0831  DYNAMIC HT  -         447.477 (meters)    1468.10  (feet)  COMP
 DX0831  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 DX0831
 DX0831  VERT ORDER  -  FIRST     CLASS I
 DX0831
 DX0831.The horizontal coordinates were scaled from a topographic map and have
 DX0831.an estimated accuracy of +/- 6 seconds.
 DX0831
 DX0831.The orthometric height was determined by differential leveling
 DX0831.and adjusted in June 1991.
 DX0831.WARNING-Repeat measurements at this control monument indicate possible
 DX0831.vertical movement.
 DX0831
 DX0831.The geoid height was determined by GEOID03.
 DX0831
 DX0831.The dynamic height is computed by dividing the NAVD 88
 DX0831.geopotential number by the normal gravity value computed on the
 DX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0831.degrees latitude (g = 980.6199 gals.).
 DX0831
 DX0831.The modeled gravity was interpolated from observed gravity values.
 DX0831
 DX0831;                    North         East    Units  Estimated Accuracy
 DX0831;SPC CA 6     -   698,610.    1,968,370.      MT  (+/- 180 meters Scaled)
 DX0831
 DX0831                          SUPERSEDED SURVEY CONTROL
 DX0831
 DX0831  NGVD 29 (??/??/92)  447.208  (m)         1467.21   (f) ADJ UNCH    1 1
 DX0831
 DX0831.Superseded values are not recommended for survey control.
 DX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0831.See file dsdata.txt to determine how the superseded data were derived.
 DX0831
 DX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT376574(NAD 83)
 DX0831_MARKER: DD = SURVEY DISK
 DX0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0831_SP_SET: CONCRETE POST
 DX0831_STAMPING: 603 70 68
 DX0831_MARK LOGO: CA-065
 DX0831_PROJECTION: PROJECTING 15 CENTIMETERS
 DX0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0831+STABILITY: SURFACE MOTION
 DX0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX0831+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 DX0831
 DX0831  HISTORY     - Date     Condition        Report By
 DX0831  HISTORY     - 1968     MONUMENTED       CA-065
 DX0831  HISTORY     - 1978     GOOD             NGS
 DX0831  HISTORY     - 1986     GOOD             NGS
 DX0831  HISTORY     - 1988     GOOD             NGS
 DX0831  HISTORY     - 20040229 GOOD             USPSQD
 DX0831  HISTORY     - 20050315 GOOD             USPSQD
 DX0831
 DX0831                          STATION DESCRIPTION
 DX0831
 DX0831'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0831'5.2 MI W FROM DESERT HOT SPRINGS.
 DX0831'4.9 MILES WEST ALONG PIERSON BLVD. FROM POST IN DESERT HOT
 DX0831'SPRINGS THEN 0.3 MILES SOUTH ON CALIFORNIA STATE HWY. 65, 2 FT.
 DX0831'WEST OF A 4 FT. RIGHT OF WAY FENCE AT ANGLE PT. IN FENCE, 50 FT.
 DX0831'NORTH OF A WASH RUNNING NORTH WEST, 130 FT SOUTH OF ESPARTA
 DX0831'AVE. 118 FT. WEST OF THE CENTER LINE OF THE SOUTH BD. LANE OF
 DX0831'HWY 65, 21 FT. EAST OF THE CENTER LINE OF SALTON VIEW RD. 1 FT.
 DX0831'NORTH OF MARKER POST AND LEVEL WITH HWY. SET A STANDARD BRASS
 DX0831'DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX0831
 DX0831                          STATION RECOVERY (1978)
 DX0831
 DX0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0831'RECOVERED IN GOOD CONDITION.
 DX0831
 DX0831                          STATION RECOVERY (1986)
 DX0831
 DX0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0831'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0831'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0831'SPRINGS, THENCE 0.42 KM (0.26 MI) SOUTH ALONG STATE HGIHWAY 62, 36.0
 DX0831'METERS (118 FT) WEST OF THE HIGHWAY CENTERLINE, 6.1 METERS (20 FT)
 DX0831'EAST OF THE CENTER OF A PAVED ROAD LEADING NORTH AND 1.0 METER (3 FT)
 DX0831'WEST OF THE RIGHT OF WAY FENCE.
 DX0831'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DX0831'THE MARK IS ABOVE LEVEL WITH THE HGIHWAY.
 DX0831
 DX0831                          STATION RECOVERY (1988)
 DX0831
 DX0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0831'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0831'THAT THE HIGHWAY REFERRED TO THEREIN IS STATE HIGHWAY 62.
 DX0831
 DX0831                          STATION RECOVERY (2004)
 DX0831
 DX0831'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 DX0831'POST OFFICE IN DESERT HOT SPRINGS HAS MOVED.  RT 62 IS ABOUT 5.4 MILES
 DX0831'FROM CITY CENTER WEST ON PIERSON BLVD. GO ACROSS 62,ABOUT 100 FEET
 DX0831'BEYOND TO FIRST LEFT. THAT IS THE PAVED ROAD LEADING BOTH NORTH AND
 DX0831'SOUTH AS MENTIONED IN THE 1986 DESCRIPTION AND IS PARALLEL TO RT 62.
 DX0831
 DX0831                          STATION RECOVERY (2005)
 DX0831
 DX0831'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 DX0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0830 ***********************************************************************
 DX0830  DESIGNATION -  603 71
 DX0830  PID         -  DX0830
 DX0830  STATE/COUNTY-  CA/RIVERSIDE
 DX0830  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0830
 DX0830                         *CURRENT SURVEY CONTROL
 DX0830  ___________________________________________________________________
 DX0830* NAD 83(1986)-  33 56 45.     (N)    116 35 44.     (W)     SCALED    
 DX0830* NAVD 88     -       419.753  (meters)    1377.14   (feet)  ADJUSTED  
 DX0830  ___________________________________________________________________
 DX0830  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DX0830  DYNAMIC HT  -         419.257 (meters)    1375.51  (feet)  COMP
 DX0830  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 DX0830
 DX0830  VERT ORDER  -  FIRST     CLASS I
 DX0830
 DX0830.The horizontal coordinates were scaled from a topographic map and have
 DX0830.an estimated accuracy of +/- 6 seconds.
 DX0830
 DX0830.The orthometric height was determined by differential leveling
 DX0830.and adjusted in June 1991.
 DX0830.WARNING-Repeat measurements at this control monument indicate possible
 DX0830.vertical movement.
 DX0830
 DX0830.The geoid height was determined by GEOID03.
 DX0830
 DX0830.The dynamic height is computed by dividing the NAVD 88
 DX0830.geopotential number by the normal gravity value computed on the
 DX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0830.degrees latitude (g = 980.6199 gals.).
 DX0830
 DX0830.The modeled gravity was interpolated from observed gravity values.
 DX0830
 DX0830;                    North         East    Units  Estimated Accuracy
 DX0830;SPC CA 6     -   697,370.    1,968,060.      MT  (+/- 180 meters Scaled)
 DX0830
 DX0830                          SUPERSEDED SURVEY CONTROL
 DX0830
 DX0830  NGVD 29 (??/??/92)  418.969  (m)         1374.57   (f) ADJ UNCH    1 1
 DX0830
 DX0830.Superseded values are not recommended for survey control.
 DX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0830.See file dsdata.txt to determine how the superseded data were derived.
 DX0830
 DX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT373562(NAD 83)
 DX0830_MARKER: DD = SURVEY DISK
 DX0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0830_SP_SET: CONCRETE POST
 DX0830_STAMPING: 603 71 68
 DX0830_MARK LOGO: CA-065
 DX0830_PROJECTION: PROJECTING 10 CENTIMETERS
 DX0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0830+STABILITY: SURFACE MOTION
 DX0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0830+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 DX0830
 DX0830  HISTORY     - Date     Condition        Report By
 DX0830  HISTORY     - 1968     MONUMENTED       CA-065
 DX0830  HISTORY     - 1978     GOOD             NGS
 DX0830  HISTORY     - 1986     GOOD             NGS
 DX0830  HISTORY     - 1988     GOOD             NGS
 DX0830  HISTORY     - 20010319 GOOD             USPSQD
 DX0830
 DX0830                          STATION DESCRIPTION
 DX0830
 DX0830'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0830'6 MI SW FROM DESERT HOT SPRINGS.
 DX0830'4.9 MILES WEST ON PIERSON BLVD. FROM POST OFICE IN DESERT HOT
 DX0830'SPRINGS THEN 1.1 MILES SOUTH ON CALIFORNIA STATE HWY. 65, 2 FT.
 DX0830'WEST OF A 4 FT. RIGHT OF WAY FENCE AT ANGLE PT. IN FENCE, 140
 DX0830'FT WEST OF THE SOUTH BD. LANE OF HWY. 65, 25 FT. EAST OF PAINTED
 DX0830'HILLS RD. 1 FT. NORTH OF MARKER POST AND LEVEL WITH THE HWY. SET
 DX0830'A STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX0830
 DX0830                          STATION RECOVERY (1978)
 DX0830
 DX0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0830'RECOVERED IN GOOD CONDITION.
 DX0830
 DX0830                          STATION RECOVERY (1986)
 DX0830
 DX0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0830'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0830'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0830'SPRINGS, THENCE 1.76 KM (1.09 MI) SOUTH ALONG STATE HIGHWAY 62, 45.0
 DX0830'METERS (148 FT) WEST OF THE HIGHWAY CENTERLINE, 3.0 METERS (10 FT)
 DX0830'SOUTH OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING WEST, 1.0 METER
 DX0830'(3 FT) WEST OF A BRACED RIGHT OF WAY FENCE POST AND 7.0 METERS (23
 DX0830'FT) EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD.
 DX0830'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 DX0830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX0830
 DX0830                          STATION RECOVERY (1988)
 DX0830
 DX0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0830'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0830'THAT THE HIGHWAY REFERRED TO THEREIN IS STATE HIGHWAY 62.
 DX0830
 DX0830                          STATION RECOVERY (2001)
 DX0830
 DX0830'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0830'NEW DESCRIPTION--FROM PALM DRIVE IN DESERT HOT SPRINGS, DRIVE WEST
 DX0830'ALONG PIERSON BOULEVARD FOR 5.2 MILES TO STATE ROUTE 62.  REST OF
 DX0830'DESCRIPTION FROM 1986 IS OK.--ADDING--FROM HGY. 62, SCRAMBLE ACROSS A
 DX0830'WASH AND UP TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0829 ***********************************************************************
 DX0829  DESIGNATION -  603 72
 DX0829  PID         -  DX0829
 DX0829  STATE/COUNTY-  CA/RIVERSIDE
 DX0829  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0829
 DX0829                         *CURRENT SURVEY CONTROL
 DX0829  ___________________________________________________________________
 DX0829* NAD 83(1986)-  33 55 59.     (N)    116 35 55.     (W)     SCALED    
 DX0829* NAVD 88     -       359.364  (meters)    1179.01   (feet)  ADJUSTED  
 DX0829  ___________________________________________________________________
 DX0829  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DX0829  DYNAMIC HT  -         358.943 (meters)    1177.63  (feet)  COMP
 DX0829  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 DX0829  OBS GRAVITY -     979,453.6   (mgal)                       GRAV_OBS
 DX0829
 DX0829  VERT ORDER  -  FIRST     CLASS I
 DX0829
 DX0829.The horizontal coordinates were scaled from a topographic map and have
 DX0829.an estimated accuracy of +/- 6 seconds.
 DX0829
 DX0829.The orthometric height was determined by differential leveling
 DX0829.and adjusted in June 1991.
 DX0829.WARNING-Repeat measurements at this control monument indicate possible
 DX0829.vertical movement.
 DX0829
 DX0829.Photographs are available for this station.
 DX0829
 DX0829.The geoid height was determined by GEOID03.
 DX0829
 DX0829.The dynamic height is computed by dividing the NAVD 88
 DX0829.geopotential number by the normal gravity value computed on the
 DX0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0829.degrees latitude (g = 980.6199 gals.).
 DX0829
 DX0829.The modeled gravity was interpolated from observed gravity values.
 DX0829.The observed gravity was obtained from relative gravimeter ties
 DX0829.to the IGSN71 gravity network.
 DX0829
 DX0829;                    North         East    Units  Estimated Accuracy
 DX0829;SPC CA 6     -   695,960.    1,967,770.      MT  (+/- 180 meters Scaled)
 DX0829
 DX0829                          SUPERSEDED SURVEY CONTROL
 DX0829
 DX0829  NGVD 29 (??/??/92)  358.582  (m)         1176.45   (f) ADJ UNCH    1 1
 DX0829
 DX0829.Superseded values are not recommended for survey control.
 DX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0829.See file dsdata.txt to determine how the superseded data were derived.
 DX0829
 DX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT370548(NAD 83)
 DX0829_MARKER: DD = SURVEY DISK
 DX0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0829_SP_SET: CONCRETE POST
 DX0829_STAMPING: 603 72 68
 DX0829_MARK LOGO: CA-065
 DX0829_PROJECTION: PROJECTING 10 CENTIMETERS
 DX0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0829+STABILITY: SURFACE MOTION
 DX0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0829+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 DX0829
 DX0829  HISTORY     - Date     Condition        Report By
 DX0829  HISTORY     - 1968     MONUMENTED       CA-065
 DX0829  HISTORY     - 1978     GOOD             NGS
 DX0829  HISTORY     - 1986     GOOD             NGS
 DX0829  HISTORY     - 1988     GOOD             NGS
 DX0829  HISTORY     - 20010319 GOOD             USPSQD
 DX0829  HISTORY     - 20031201 GOOD             JCLS
 DX0829
 DX0829                          STATION DESCRIPTION
 DX0829
 DX0829'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0829'7 MI SW FROM DESERT HOT SPRINGS.
 DX0829'4.9 MILES ALONG PIERSON BLVD. FROM POST OFFICE IN DESERT HOT
 DX0829'SPRINGS THEN SOUTH ON CALIFORNIA STATE HWY. 65 1.95 MILES, 2 FT.
 DX0829'WEST OF A 4 FT. RIGHT OF WAY FENCE, AT ANGLE PT. IN FENCE, 21
 DX0829'FT EAST OF SEELY ST. 141 FT. WEST OF THE SOUTH BD. LANE OF HWY.
 DX0829'65, 62 FT. NORTH EAST OF PP 35781 1 FT. SOUTH OF MARKER POST
 DX0829'AND 2 FT. LOWER THEN THE HWY. SET A STANDARD DISK IN A CONCRETE
 DX0829'POST 6 IN. ABOVE GROUND.
 DX0829
 DX0829                          STATION RECOVERY (1978)
 DX0829
 DX0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0829'RECOVERED IN GOOD CONDITION.
 DX0829
 DX0829                          STATION RECOVERY (1986)
 DX0829
 DX0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0829'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0829'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0829'SPRINGS, THENCE 3.12 KM (1.94 MI) SOUTH ALONG STATE HIGHWAY 62, 46.0
 DX0829'METERS (150 FT) WEST OF THE HIGHWAY CENTERLINE, 22.0 METERS (72 FT)
 DX0829'NORTH OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING WEST, 18.0
 DX0829'METERS (59 FT) NORTHEAST OF POWER POLE 14870 WITH 3-SET OF GUY WIRES
 DX0829'AND 0.6 METER (2 FT) WEST OF A BRACED POST IN THE RIGHT OF WAY FENCE.
 DX0829'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 DX0829'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX0829
 DX0829                          STATION RECOVERY (1988)
 DX0829
 DX0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0829'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 DX0829'THAT THE HIGHWAY REFERRED TO THEREIN IS STATE HIGHWAY 62.
 DX0829
 DX0829                          STATION RECOVERY (2001)
 DX0829
 DX0829'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0829'NEW DESCRIPTION--FROM PALM DRIVE IN DESERT HOT SPRINGS, DRIVE 5.2
 DX0829'MILES TO STATE ROUTE 62.  THEN DRIVE SOUTH FOR 1.94 MILES.  REST OF
 DX0829'1986 DESCRIPTION IS CORRECT. ADDING--SCRAMBLE FROM THE HIGHWAY ACROSS
 DX0829'LOW WASH TO THE MARK.  HAD TO DIG DOWN THREE INCHES THROUGH PACKED
 DX0829'DIRT TO FIND MARK.
 DX0829
 DX0829                          STATION RECOVERY (2003)
 DX0829
 DX0829'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DX0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0828 ***********************************************************************
 DX0828  DESIGNATION -  603 73
 DX0828  PID         -  DX0828
 DX0828  STATE/COUNTY-  CA/RIVERSIDE
 DX0828  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0828
 DX0828                         *CURRENT SURVEY CONTROL
 DX0828  ___________________________________________________________________
 DX0828* NAD 83(1986)-  33 55 19.     (N)    116 36 01.     (W)     SCALED    
 DX0828* NAVD 88     -       333.790  (meters)    1095.11   (feet)  ADJUSTED  
 DX0828  ___________________________________________________________________
 DX0828  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DX0828  DYNAMIC HT  -         333.401 (meters)    1093.83  (feet)  COMP
 DX0828  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 DX0828
 DX0828  VERT ORDER  -  FIRST     CLASS I
 DX0828
 DX0828.The horizontal coordinates were scaled from a topographic map and have
 DX0828.an estimated accuracy of +/- 6 seconds.
 DX0828
 DX0828.The orthometric height was determined by differential leveling
 DX0828.and adjusted in June 1991.
 DX0828
 DX0828.The geoid height was determined by GEOID03.
 DX0828
 DX0828.The dynamic height is computed by dividing the NAVD 88
 DX0828.geopotential number by the normal gravity value computed on the
 DX0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0828.degrees latitude (g = 980.6199 gals.).
 DX0828
 DX0828.The modeled gravity was interpolated from observed gravity values.
 DX0828
 DX0828;                    North         East    Units  Estimated Accuracy
 DX0828;SPC CA 6     -   694,730.    1,967,610.      MT  (+/- 180 meters Scaled)
 DX0828
 DX0828                          SUPERSEDED SURVEY CONTROL
 DX0828
 DX0828  NGVD 29 (??/??/92)  333.002  (m)         1092.52   (f) ADJ UNCH    1 1
 DX0828
 DX0828.Superseded values are not recommended for survey control.
 DX0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0828.See file dsdata.txt to determine how the superseded data were derived.
 DX0828
 DX0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT369535(NAD 83)
 DX0828_MARKER: DD = SURVEY DISK
 DX0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0828_SP_SET: CONCRETE POST
 DX0828_STAMPING: 603 73 68
 DX0828_MARK LOGO: CA-065
 DX0828_PROJECTION: PROJECTING 20 CENTIMETERS
 DX0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0828+STABILITY: SURFACE MOTION
 DX0828
 DX0828  HISTORY     - Date     Condition        Report By
 DX0828  HISTORY     - 1968     MONUMENTED       CA-065
 DX0828  HISTORY     - 1978     GOOD             NGS
 DX0828  HISTORY     - 1986     GOOD             NGS
 DX0828  HISTORY     - 1988     GOOD             NGS
 DX0828
 DX0828                          STATION DESCRIPTION
 DX0828
 DX0828'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0828'7.7 MI SW FROM DESERT HOT SPRINGS.
 DX0828'4.9 MILES WEST ON PIERSON BOULEVARD FROM POST OFFICE IN DESERT
 DX0828'HOT SPRINGS THEN 2.7 MILES SOUTH ON CALIFORNIA STATE HWY. 65,
 DX0828'6 WEST AND BETWEEN 2 POWER POLE 73-1 97 FEET EAST OF THE NORTH
 DX0828'BOUND LANE OF HWY. 65, 43 FEET EAST OF A 4 FEET RIGHT OF WAY
 DX0828'FENCE 0.1 MILES WEST OF WORSLEY ROAD 1 FEET WEST OF MARKER POST
 DX0828'AND 4 FEET LOWER THAN THE HIGHWAY SET A STANDARD BRASS DISK IN A
 DX0828'CONCRETE POST 6 INCHES ABOVE GROUND.
 DX0828
 DX0828                          STATION RECOVERY (1978)
 DX0828
 DX0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0828'RECOVERED IN GOOD CONDITION.
 DX0828
 DX0828                          STATION RECOVERY (1986)
 DX0828
 DX0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0828'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0828'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0828'SPRINGS, THENCE 4.4 KM (2.7 MI) SOUTH ALONG STATE HIGHWAY 62, NEAR A
 DX0828'DOUBLE WOOD POWER POLE AT THE NORTH END OF A DIRT CUT ON THE EAST
 DX0828'SIDE OF THE HIGHWAY, 43.6 METERS (143 FT) EAST OF THE CENTER OF
 DX0828'HIGHWAY 62 NORTH BOUND, 14.6 METERS (48 FT) EAST OF THE RIGHT OF WAY
 DX0828'FENCE AND 11.0 METERS (36 FT) SOUTH OF THE SOUTH LEG OF THE DOUBLE
 DX0828'POWER POLE 5017.
 DX0828'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 DX0828'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DX0828
 DX0828                          STATION RECOVERY (1988)
 DX0828
 DX0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0828'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.8 KM (4.85
 DX0828'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0828'SPRINGS, THENCE 4.3 KM (2.65 MI) SOUTH ALONG STATE HIGHWAY 62 TO A
 DX0828'POWER LINE CROSSING, 42.9 M (140.7 FT) EAST OF THE CENTERLINE OF THE
 DX0828'HIGHWAY NORTHBOUND, 13.4 M (44.0 FT) EAST OF A FENCE, 11.2 M (36.7
 DX0828'FT) SOUTH OF THE SOUTH LEG OF A DOUBLE POWER POLE.
 DX0828'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 DX0828'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0827 ***********************************************************************
 DX0827  DESIGNATION -  603 74
 DX0827  PID         -  DX0827
 DX0827  STATE/COUNTY-  CA/RIVERSIDE
 DX0827  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0827
 DX0827                         *CURRENT SURVEY CONTROL
 DX0827  ___________________________________________________________________
 DX0827* NAD 83(1986)-  33 54 48.     (N)    116 36 09.     (W)     SCALED    
 DX0827* NAVD 88     -       306.582  (meters)    1005.84   (feet)  ADJUSTED  
 DX0827  ___________________________________________________________________
 DX0827  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DX0827  DYNAMIC HT  -         306.226 (meters)    1004.68  (feet)  COMP
 DX0827  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 DX0827  OBS GRAVITY -     979,468.6   (mgal)                       GRAV_OBS
 DX0827
 DX0827  VERT ORDER  -  FIRST     CLASS I
 DX0827
 DX0827.The horizontal coordinates were scaled from a topographic map and have
 DX0827.an estimated accuracy of +/- 6 seconds.
 DX0827
 DX0827.The orthometric height was determined by differential leveling
 DX0827.and adjusted in June 1991.
 DX0827.WARNING-Repeat measurements at this control monument indicate possible
 DX0827.vertical movement.
 DX0827
 DX0827.The geoid height was determined by GEOID03.
 DX0827
 DX0827.The dynamic height is computed by dividing the NAVD 88
 DX0827.geopotential number by the normal gravity value computed on the
 DX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0827.degrees latitude (g = 980.6199 gals.).
 DX0827
 DX0827.The modeled gravity was interpolated from observed gravity values.
 DX0827.The observed gravity was obtained from relative gravimeter ties
 DX0827.to the IGSN71 gravity network.
 DX0827
 DX0827;                    North         East    Units  Estimated Accuracy
 DX0827;SPC CA 6     -   693,770.    1,967,400.      MT  (+/- 180 meters Scaled)
 DX0827
 DX0827                          SUPERSEDED SURVEY CONTROL
 DX0827
 DX0827  NGVD 29 (??/??/92)  305.766  (m)         1003.17   (f) ADJ UNCH    1 1
 DX0827
 DX0827.Superseded values are not recommended for survey control.
 DX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0827.See file dsdata.txt to determine how the superseded data were derived.
 DX0827
 DX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT367526(NAD 83)
 DX0827_MARKER: DD = SURVEY DISK
 DX0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0827_SP_SET: CONCRETE POST
 DX0827_STAMPING: 603 74 68
 DX0827_MARK LOGO: CA-065
 DX0827_PROJECTION: PROJECTING 5 CENTIMETERS
 DX0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0827+STABILITY: SURFACE MOTION
 DX0827
 DX0827  HISTORY     - Date     Condition        Report By
 DX0827  HISTORY     - 1968     MONUMENTED       CA-065
 DX0827  HISTORY     - 1978     GOOD             NGS
 DX0827  HISTORY     - 1986     GOOD             NGS
 DX0827  HISTORY     - 1988     GOOD             NGS
 DX0827
 DX0827                          STATION DESCRIPTION
 DX0827
 DX0827'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0827'8.4 MI SW FROM DESERT HOT SPRINGS.
 DX0827'4.9 MILES WEST ON PIERSON BOULEVARD FROM POST OFFICE IN DESERT
 DX0827'HOT SPRINGS THEN 3.4 MILES SOUTH ON CALIFORNIA STATE HWY. 65,
 DX0827'ACROSS HWY. 60-70, 2 FEET SOUTH OF A 4 FEET RIGHT OF WAY FENCE,
 DX0827'63 FEET SOUTH OF THE EAST BOUND LANE OF HWY. 60, 148 FEET NORTH
 DX0827'EAST OF POWER POLE A881, 102 FEET SOUTH EAST OF A 24 INCH
 DX0827'CULVERT 25 FEET NORTH OF THE B.O. OF A FRONTAGE ROAD 525 FEET
 DX0827'EAST OF HWY 65 OVERPASS 1 FEET WEST OF MARKER POST SET A STANDARD
 DX0827'BRASS DISK IN A CONCRETE POST 6 INCHES ABOVE GROUND.
 DX0827
 DX0827                          STATION RECOVERY (1978)
 DX0827
 DX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0827'HIGHWAY 60 IS NOW INTERSTATE 10, STATE HIGHWAY 65 IS HIGHWAY 62.
 DX0827
 DX0827                          STATION RECOVERY (1986)
 DX0827
 DX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0827'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 DX0827'MI) WEST ALONG DILLON ROAD FROM THE POST OFFICE IN NORTH PALM
 DX0827'SPRINGS, THENCE 2.5 KM (1.6 MI) SOUTH ALONG INDIAN AVENUE, THENCE
 DX0827'5.58 KM (3.47 MI) WEST ALONG THE SOUTH FRONTAGE ROAD OF I 10, ON THE
 DX0827'NORTH SIDE OF A CURVE TO THE SOUTH, ABOUT 230-FEET EAST OF THE T
 DX0827'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO BENCH MARK 603 75 R CO,
 DX0827'7.6 METERS (25 FT) NORTH OF THE CENTER OF THE ROAD, 46.0 METERS (150
 DX0827'FT) NORTHEAST OF POWER POLE A881 AND 0.3 METER (1 FT) SOUTH OF THE
 DX0827'RIGHT OF WAY FENCE OF I 10.
 DX0827'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 DX0827'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX0827
 DX0827                          STATION RECOVERY (1988)
 DX0827
 DX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0823 ***********************************************************************
 DX0823  DESIGNATION -  603 75
 DX0823  PID         -  DX0823
 DX0823  STATE/COUNTY-  CA/RIVERSIDE
 DX0823  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0823
 DX0823                         *CURRENT SURVEY CONTROL
 DX0823  ___________________________________________________________________
 DX0823* NAD 83(1986)-  33 54 07.     (N)    116 36 36.     (W)     SCALED    
 DX0823* NAVD 88     -       307.731  (meters)    1009.61   (feet)  ADJUSTED  
 DX0823  ___________________________________________________________________
 DX0823  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DX0823  DYNAMIC HT  -         307.376 (meters)    1008.45  (feet)  COMP
 DX0823  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 DX0823
 DX0823  VERT ORDER  -  FIRST     CLASS I
 DX0823
 DX0823.The horizontal coordinates were scaled from a topographic map and have
 DX0823.an estimated accuracy of +/- 6 seconds.
 DX0823
 DX0823.The orthometric height was determined by differential leveling
 DX0823.and adjusted in June 1991.
 DX0823
 DX0823.The geoid height was determined by GEOID03.
 DX0823
 DX0823.The dynamic height is computed by dividing the NAVD 88
 DX0823.geopotential number by the normal gravity value computed on the
 DX0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0823.degrees latitude (g = 980.6199 gals.).
 DX0823
 DX0823.The modeled gravity was interpolated from observed gravity values.
 DX0823
 DX0823;                    North         East    Units  Estimated Accuracy
 DX0823;SPC CA 6     -   692,510.    1,966,700.      MT  (+/- 180 meters Scaled)
 DX0823
 DX0823                          SUPERSEDED SURVEY CONTROL
 DX0823
 DX0823  NGVD 29 (??/??/92)  306.942  (m)         1007.03   (f) ADJ UNCH    1 1
 DX0823
 DX0823.Superseded values are not recommended for survey control.
 DX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0823.See file dsdata.txt to determine how the superseded data were derived.
 DX0823
 DX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT360513(NAD 83)
 DX0823_MARKER: DD = SURVEY DISK
 DX0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0823_SP_SET: CONCRETE POST
 DX0823_STAMPING: 603 75 68
 DX0823_MARK LOGO: CA-065
 DX0823_PROJECTION: FLUSH
 DX0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0823+STABILITY: SURFACE MOTION
 DX0823
 DX0823  HISTORY     - Date     Condition        Report By
 DX0823  HISTORY     - 1968     MONUMENTED       CA-065
 DX0823  HISTORY     - 1978     GOOD             NGS
 DX0823  HISTORY     - 1986     GOOD             NGS
 DX0823  HISTORY     - 1988     GOOD             NGS
 DX0823
 DX0823                          STATION DESCRIPTION
 DX0823
 DX0823'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0823'2.1 MI E FROM PALM SPRINGS STATION.
 DX0823'2.1 MILES EAST ALONG SOUTHERN PACIFIC RAILROAD FROM PALM SPRINGS
 DX0823'STATION 55 FEET NORTH OF THE RAILROAD TRACKS, 42 FEET NORTH WEST
 DX0823'OF A RAILROAD CONTROL BUILDING, 6 FEET WEST OF TELEGRAPH POLE NO
 DX0823'NUMBER 50 FEET SOUTH A T JUNCTION OF 2 DIRT ROADS 2 FEET NORTH
 DX0823'OF MARKER POST SET A STANDARD BRASS DISK IN A CONCRETE POST 6
 DX0823'INCHES ABOVE GROUND AND 5 FEET ABOVE THE RAILROAD.
 DX0823
 DX0823                          STATION RECOVERY (1978)
 DX0823
 DX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0823'RECOVERED IN GOOD CONDITION.
 DX0823
 DX0823                          STATION RECOVERY (1986)
 DX0823
 DX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0823'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 DX0823'MI) WEST ALONG DILLON ROAD FROM THE POST OFFICE IN NORTH PALM
 DX0823'SPRINGS, THENCE 3.4 KM (2.1 MI) SOUTH ALONG INDIAN AVENUE TO THE
 DX0823'SOUTH END OF AN OVERPASS, THENCE 6.46 KM (4.01 MI) WEST ALONG THE
 DX0823'SOUTH SIDE OF A RAILROAD AND ALONG THE NORTH SERVICE ROAD OF A WIND
 DX0823'FARM, 11.9 METERS (39 FT) SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 DX0823'ROAD ON THE NORTH SIDE OF THE TRACKS, 17.1 METERS (56 FT) NORTH OF
 DX0823'THE NORTH RAIL AND 1.8 METERS (6 FT) WEST OF A TELEPHONE POLE.
 DX0823'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DX0823'THE MARK IS 0.6 M ABOVE THE TRACKS.
 DX0823
 DX0823                          STATION RECOVERY (1988)
 DX0823
 DX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0823'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.30
 DX0823'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0823'SPRINGS, THENCE 6.7 KM (4.15 MI) SOUTH ALONG INDIAN AVENUE, THENCE
 DX0823'5.7 KM (3.55 MI) WEST ALONG GARNET ROAD ON THE SOUTH SIDE OF
 DX0823'INTERSTATE HIGHWAY 10 TO A GRAVEL ROAD SOUTH ON THE EXTENDED CENTER
 DX0823'OF STATE HIGHWAY 62 NORTH, THENCE 1.4 KM (0.85 MI) SOUTH ALONG THE
 DX0823'GRAVEL ROAD, 16.7 M (54.8 FT) NORTH OF THE NORTH RAIL OF THE SOUTHERN
 DX0823'PACIFIC RAILROAD, 12.8 M (42.0 FT) NORTHWEST OF A RAILROAD CONTROL
 DX0823'BUILDING, 1.8 M (5.9 FT) WEST OF A TELEPHONE POLE.
 DX0823'THE MARK IS 0.60 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1064 ***********************************************************************
 DX1064  DESIGNATION -  603 79
 DX1064  PID         -  DX1064
 DX1064  STATE/COUNTY-  CA/RIVERSIDE
 DX1064  USGS QUAD   -  WHITE WATER (1996)
 DX1064
 DX1064                         *CURRENT SURVEY CONTROL
 DX1064  ___________________________________________________________________
 DX1064* NAD 83(1986)-  33 55 01.     (N)    116 40 00.     (W)     SCALED    
 DX1064* NAVD 88     -       356.522  (meters)    1169.69   (feet)  ADJUSTED  
 DX1064  ___________________________________________________________________
 DX1064  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DX1064  DYNAMIC HT  -         356.103 (meters)    1168.31  (feet)  COMP
 DX1064  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 DX1064
 DX1064  VERT ORDER  -  FIRST     CLASS I
 DX1064
 DX1064.The horizontal coordinates were scaled from a topographic map and have
 DX1064.an estimated accuracy of +/- 6 seconds.
 DX1064
 DX1064.The orthometric height was determined by differential leveling
 DX1064.and adjusted in June 1991.
 DX1064.WARNING-Repeat measurements at this control monument indicate possible
 DX1064.vertical movement.
 DX1064
 DX1064.The geoid height was determined by GEOID03.
 DX1064
 DX1064.The dynamic height is computed by dividing the NAVD 88
 DX1064.geopotential number by the normal gravity value computed on the
 DX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1064.degrees latitude (g = 980.6199 gals.).
 DX1064
 DX1064.The modeled gravity was interpolated from observed gravity values.
 DX1064
 DX1064;                    North         East    Units  Estimated Accuracy
 DX1064;SPC CA 6     -   694,190.    1,961,470.      MT  (+/- 180 meters Scaled)
 DX1064
 DX1064                          SUPERSEDED SURVEY CONTROL
 DX1064
 DX1064  NGVD 29 (??/??/92)  355.709  (m)         1167.02   (f) ADJ UNCH    1 1
 DX1064
 DX1064.Superseded values are not recommended for survey control.
 DX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1064.See file dsdata.txt to determine how the superseded data were derived.
 DX1064
 DX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT308529(NAD 83)
 DX1064_MARKER: DD = SURVEY DISK
 DX1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1064_SP_SET: CONCRETE POST
 DX1064_STAMPING: 603 79 68
 DX1064_MARK LOGO: CA-065
 DX1064_PROJECTION: PROJECTING 15 CENTIMETERS
 DX1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1064+STABILITY: SURFACE MOTION
 DX1064
 DX1064  HISTORY     - Date     Condition        Report By
 DX1064  HISTORY     - 1968     MONUMENTED       CA-065
 DX1064  HISTORY     - 1978     GOOD             NGS
 DX1064  HISTORY     - 1986     GOOD             NGS
 DX1064  HISTORY     - 1988     GOOD             NGS
 DX1064
 DX1064                          STATION DESCRIPTION
 DX1064
 DX1064'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1064'1.2 MI NW FROM PALM SPRINGS STATION.
 DX1064'1.25 MILES NORTH WEST ALONG SOUTHERN PACIFIC RAILROAD FROM
 DX1064'STATION AT PALM SPRINGS 41 FT. NORTH EAST OF THE RAILROAD 6 FT.
 DX1064'EAST OF MILE POST MARKER 581 41 FT. SOUTH OF A ASPHALT RD. 2 FT.
 DX1064'EAST OF A MARKER POST AND 4 FT. LOWER THAN THE RAILROAD SET A
 DX1064'STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX1064
 DX1064                          STATION RECOVERY (1978)
 DX1064
 DX1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1064'RECOVERED IN GOOD CONDITION.
 DX1064
 DX1064                          STATION RECOVERY (1986)
 DX1064
 DX1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX1064'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM (0.4
 DX1064'MI) NORTH ALONG INDIAN AVENUE (WHICH IS 1/2 BLOCK WEST ALONG AMADO
 DX1064'ROAD FROM THE POST OFFICE IN PALM SPRINGS) THENCE 0.10 KM (0.06 MI)
 DX1064'WEST ALONG VALMONTE ROAD, THENCE 12.8 KM (8.0 MI) NORTHWEST ALONG
 DX1064'STATE HIGHWAY 111, THENCE 1.95 KM (1.21 MI) NORTHWEST ALONG TIPTON
 DX1064'ROAD, THENCE 0.83 KM (0.52 MI) NORTHWEST ALONG A GRAVEL ROAD ON THE
 DX1064'NORTHEAST SIDE OF A RAILROAD, NEAR RAILROAD MILEPOLE 581, 13.1 METERS
 DX1064'(43 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 12.5 METERS (41 FT)
 DX1064'NORTHEAST OF THE NORTHEAST RAIL AND 1.8 METERS (6 FT) EAST OF THE
 DX1064'MILEPOLE.
 DX1064'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 DX1064'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DX1064
 DX1064                          STATION RECOVERY (1988)
 DX1064
 DX1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1064'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.80
 DX1064'MI) WEST ALONG TIPTON ROAD FROM THE UNDERCROSSING OF INTERSTATE
 DX1064'HIGHWAY 10 IN WHITEWATER, THENCE 0.9 KM (0.55 MI) SOUTH ALONG ALONG
 DX1064'THE SAME TIPTON ROAD, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG AN
 DX1064'ASPHALT ROAD ON THE NORTHEAST SIDE OF THE SOUTHERN PACIFIC RAILROAD,
 DX1064'0.6 KM (0.35 MI) EAST OF THE STATE HIGHWAY 111 OVERCROSSING OF THE
 DX1064'RAILROAD, 12.4 M (40.7 FT) SOUTH OF THE ROAD CENTER, 11.8 M (38.7 FT)
 DX1064'NORTH OF THE NORTH RAIL, 1.8 M (5.9 FT) EAST OF THE RAILROAD MILEPOST
 DX1064'581.
 DX1064'THE MARK IS 0.54 METERS  N FROM  A WITNESS POST
 DX1064'THE MARK IS 0.9 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0560 ***********************************************************************
 DX0560  DESIGNATION -  603 8
 DX0560  PID         -  DX0560
 DX0560  STATE/COUNTY-  CA/RIVERSIDE
 DX0560  USGS QUAD   -  OASIS (1974)
 DX0560
 DX0560                         *CURRENT SURVEY CONTROL
 DX0560  ___________________________________________________________________
 DX0560* NAD 83(1986)-  33 29 56.     (N)    116 06 47.     (W)     SCALED    
 DX0560* NAVD 88     -       -50.785  (meters)    -166.62   (feet)  READJUSTED
 DX0560  ___________________________________________________________________
 DX0560  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DX0560  DYNAMIC HT  -         -50.730 (meters)    -166.44  (feet)  COMP
 DX0560  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 DX0560  OBS GRAVITY -     979,544.8   (mgal)                       GRAV_OBS
 DX0560
 DX0560  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0560
 DX0560.The horizontal coordinates were scaled from a topographic map and have
 DX0560.an estimated accuracy of +/- 6 seconds.
 DX0560
 DX0560.The orthometric height was determined by differential leveling
 DX0560.and adjusted in February 1993.
 DX0560.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0560.distribution rate of 0.0 thru 1.0 mm/km.
 DX0560.The height was derived from older observations constrained to new
 DX0560.heights in a crustal motion area.  The height is approximate in
 DX0560.relation to other heights in its vicinity.
 DX0560
 DX0560.The geoid height was determined by GEOID03.
 DX0560
 DX0560.The dynamic height is computed by dividing the NAVD 88
 DX0560.geopotential number by the normal gravity value computed on the
 DX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0560.degrees latitude (g = 980.6199 gals.).
 DX0560
 DX0560.The modeled gravity was interpolated from observed gravity values.
 DX0560.The observed gravity was obtained from relative gravimeter ties
 DX0560.to the IGSN71 gravity network.
 DX0560
 DX0560;                    North         East    Units  Estimated Accuracy
 DX0560;SPC CA 6     -   647,760.    2,012,730.      MT  (+/- 180 meters Scaled)
 DX0560
 DX0560                          SUPERSEDED SURVEY CONTROL
 DX0560
 DX0560  NGVD 29 (??/??/92)  -51.462  (m)         -168.84   (f) ADJ UNCH    1 1
 DX0560
 DX0560.Superseded values are not recommended for survey control.
 DX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0560.See file dsdata.txt to determine how the superseded data were derived.
 DX0560
 DX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT823069(NAD 83)
 DX0560_MARKER: DD = SURVEY DISK
 DX0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX0560_SP_SET: FLAG POLE BASE
 DX0560_STAMPING: 603-8-68
 DX0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0560
 DX0560  HISTORY     - Date     Condition        Report By
 DX0560  HISTORY     - 1968     MONUMENTED       CA-065
 DX0560  HISTORY     - 1974     GOOD             CA-065
 DX0560  HISTORY     - 1978     GOOD             NGS
 DX0560
 DX0560                          STATION DESCRIPTION
 DX0560
 DX0560'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0560'2.5 MI NW FROM OASIS.
 DX0560'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 99 FROM THE OASIS STORE
 DX0560'AT OASIS, THEN 0.5 MILE NORTH ALONG STATE HIGHWAY 195 AT THE
 DX0560'T JUNCTION OF AVENUE 76 HEADING WEST, 198 FEET WEST OF HIGHWAY
 DX0560'195, 44 FEET SOUTH OF AVENUE 76, ON THE TOP OF AND IN THE
 DX0560'NORTHEAST CORNER OF A 4 FEET X 4 FEET CONCRETE FLAG POLE BASE
 DX0560'AT THE OASIS SCHOOL, SET A STANDARD BRASS DISK FLUSH WITH CONCRETE
 DX0560'BASE AND 2 FEET HIGHER THAN AVENUE 76.
 DX0560
 DX0560                          STATION RECOVERY (1974)
 DX0560
 DX0560'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX0560'RECOVERED IN GOOD CONDITION.
 DX0560
 DX0560                          STATION RECOVERY (1978)
 DX0560
 DX0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1067 ***********************************************************************
 DX1067  DESIGNATION -  603 81
 DX1067  PID         -  DX1067
 DX1067  STATE/COUNTY-  CA/RIVERSIDE
 DX1067  USGS QUAD   -  WHITE WATER (1996)
 DX1067
 DX1067                         *CURRENT SURVEY CONTROL
 DX1067  ___________________________________________________________________
 DX1067* NAD 83(1986)-  33 55 22.     (N)    116 41 58.     (W)     SCALED    
 DX1067* NAVD 88     -       414.559  (meters)    1360.10   (feet)  ADJUSTED  
 DX1067  ___________________________________________________________________
 DX1067  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DX1067  DYNAMIC HT  -         414.071 (meters)    1358.50  (feet)  COMP
 DX1067  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 DX1067  OBS GRAVITY -     979,449.4   (mgal)                       GRAV_OBS
 DX1067
 DX1067  VERT ORDER  -  FIRST     CLASS I
 DX1067
 DX1067.The horizontal coordinates were scaled from a topographic map and have
 DX1067.an estimated accuracy of +/- 6 seconds.
 DX1067
 DX1067.The orthometric height was determined by differential leveling
 DX1067.and adjusted in June 1991.
 DX1067
 DX1067.The geoid height was determined by GEOID03.
 DX1067
 DX1067.The dynamic height is computed by dividing the NAVD 88
 DX1067.geopotential number by the normal gravity value computed on the
 DX1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1067.degrees latitude (g = 980.6199 gals.).
 DX1067
 DX1067.The modeled gravity was interpolated from observed gravity values.
 DX1067.The observed gravity was obtained from relative gravimeter ties
 DX1067.to the IGSN71 gravity network.
 DX1067
 DX1067;                    North         East    Units  Estimated Accuracy
 DX1067;SPC CA 6     -   694,850.    1,958,440.      MT  (+/- 180 meters Scaled)
 DX1067
 DX1067                          SUPERSEDED SURVEY CONTROL
 DX1067
 DX1067  NGVD 29 (??/??/92)  413.782  (m)         1357.55   (f) ADJ UNCH    1 1
 DX1067
 DX1067.Superseded values are not recommended for survey control.
 DX1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1067.See file dsdata.txt to determine how the superseded data were derived.
 DX1067
 DX1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT277536(NAD 83)
 DX1067_MARKER: DD = SURVEY DISK
 DX1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1067_SP_SET: CONCRETE POST
 DX1067_STAMPING: 603 81 68
 DX1067_MARK LOGO: CA-065
 DX1067_PROJECTION: FLUSH
 DX1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1067+STABILITY: SURFACE MOTION
 DX1067
 DX1067  HISTORY     - Date     Condition        Report By
 DX1067  HISTORY     - 1968     MONUMENTED       CA-065
 DX1067  HISTORY     - 1978     GOOD             NGS
 DX1067  HISTORY     - 1988     GOOD             NGS
 DX1067
 DX1067                          STATION DESCRIPTION
 DX1067
 DX1067'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1067'3.3 MI NW FROM PALM SPRINGS STATION.
 DX1067'3.3 MILES NORTHWEST ALONG SOUTHERN PACIFIC RAILROAD FROM STATION
 DX1067'AT PALM SPRINGS 44 FT. NORTH WEST OF RAILROAD 89 FT. SOUTH EAST
 DX1067'OF A FRONTAGE RD. 7 FT. EAST OF MILE POST MARKER 579 2 FT. EAST
 DX1067'OF MARKER POST AND LEVEL WITH RAILROAD SET A STANDARD BRASS DISK
 DX1067'IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX1067
 DX1067                          STATION RECOVERY (1978)
 DX1067
 DX1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1067'RECOVERED IN GOOD CONDITION.
 DX1067
 DX1067                          STATION RECOVERY (1988)
 DX1067
 DX1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1067'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.80
 DX1067'MI) WEST ALONG TIPTON ROAD FROM THE UNDERCROSSING OF INTERSTATE
 DX1067'HIGHWAY 10 IN WHITEWATER, THENCE 0.9 KM (0.55 MI) SOUTH ALONG THE
 DX1067'SAME TIPTON ROAD, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG AN ASPHALT
 DX1067'ROAD ON THE NORTHEAST SIDE OF THE SOUTHERN PACIFIC RAILROAD, THENCE
 DX1067'0.6 KM (0.35 MI) WEST ALONG A TRACK ROAD ON THE NORTH SIDE OF THE
 DX1067'RAILROAD TO THE OVERCROSSING OF STATE HIGHWAY 111, THENCE CONTINUE
 DX1067'2.6 KM (1.60 MI) WEST ALONG THE TRACK ROAD ON THE NORTH SIDE OF THE
 DX1067'RAILROAD, 1.7 KM (1.05 MI) EAST OF THE BENCH MARK 1442 USGS, 28.0 M
 DX1067'(91.9 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE ROAD, 66.7 M (218.8
 DX1067'FT) EAST OF A PIPE LINE CROSSING, 38.8 M (127.3 FT) NORTHEAST AND
 DX1067'ACROSS THE RAILROAD FROM THE RAILROAD MILE POLE 579, 12.6 M (41.3 FT)
 DX1067'NORTH OF THE NORTH RAIL.
 DX1067'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 DX1067'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1076 ***********************************************************************
 DX1076  DESIGNATION -  603 85
 DX1076  PID         -  DX1076
 DX1076  STATE/COUNTY-  CA/RIVERSIDE
 DX1076  USGS QUAD   -  CABAZON (1996)
 DX1076
 DX1076                         *CURRENT SURVEY CONTROL
 DX1076  ___________________________________________________________________
 DX1076* NAD 83(1986)-  33 55 09.     (N)    116 45 50.     (W)     SCALED    
 DX1076* NAVD 88     -       522.845  (meters)    1715.37   (feet)  ADJUSTED  
 DX1076  ___________________________________________________________________
 DX1076  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DX1076  DYNAMIC HT  -         522.219 (meters)    1713.31  (feet)  COMP
 DX1076  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 DX1076  OBS GRAVITY -     979,424.0   (mgal)                       GRAV_OBS
 DX1076
 DX1076  VERT ORDER  -  FIRST     CLASS I
 DX1076
 DX1076.The horizontal coordinates were scaled from a topographic map and have
 DX1076.an estimated accuracy of +/- 6 seconds.
 DX1076
 DX1076.The orthometric height was determined by differential leveling
 DX1076.and adjusted in June 1991.
 DX1076
 DX1076.The geoid height was determined by GEOID03.
 DX1076
 DX1076.The dynamic height is computed by dividing the NAVD 88
 DX1076.geopotential number by the normal gravity value computed on the
 DX1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1076.degrees latitude (g = 980.6199 gals.).
 DX1076
 DX1076.The modeled gravity was interpolated from observed gravity values.
 DX1076.The observed gravity was obtained from relative gravimeter ties
 DX1076.to the IGSN71 gravity network.
 DX1076
 DX1076;                    North         East    Units  Estimated Accuracy
 DX1076;SPC CA 6     -   694,480.    1,952,480.      MT  (+/- 180 meters Scaled)
 DX1076
 DX1076                          SUPERSEDED SURVEY CONTROL
 DX1076
 DX1076  NGVD 29 (??/??/92)  522.047  (m)         1712.75   (f) ADJ UNCH    1 1
 DX1076
 DX1076.Superseded values are not recommended for survey control.
 DX1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1076.See file dsdata.txt to determine how the superseded data were derived.
 DX1076
 DX1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT218532(NAD 83)
 DX1076_MARKER: DD = SURVEY DISK
 DX1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1076_SP_SET: CONCRETE POST
 DX1076_STAMPING: 603 85 68
 DX1076_MARK LOGO: CA-065
 DX1076_PROJECTION: PROJECTING 9 CENTIMETERS
 DX1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1076+STABILITY: SURFACE MOTION
 DX1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1076+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DX1076
 DX1076  HISTORY     - Date     Condition        Report By
 DX1076  HISTORY     - 1968     MONUMENTED       CA-065
 DX1076  HISTORY     - 1978     GOOD             NGS
 DX1076  HISTORY     - 1988     GOOD             NGS
 DX1076  HISTORY     - 20080609 GOOD             USGS
 DX1076
 DX1076                          STATION DESCRIPTION
 DX1076
 DX1076'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1076'1 MI E FROM CABAZON.
 DX1076'1.0 SOUTH EAST ALONG SOUTHERN PACIFIC RAILROAD 47 FT. NORTH OF
 DX1076'THE RAILROAD 7 FT. EAST OF MILE POST MARKER 575 86 FT. SOUTH OF
 DX1076'A FRONTAGE RD. 2 FT. WEST OF MARKER POST AND 1 FT. ABOVE RAILROAD
 DX1076'SET A STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX1076
 DX1076                          STATION RECOVERY (1978)
 DX1076
 DX1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1076'RECOVERED IN GOOD CONDITION.
 DX1076
 DX1076                          STATION RECOVERY (1988)
 DX1076
 DX1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1076'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.20
 DX1076'MI) EAST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE FROM THE JUNCTION
 DX1076'OF BROADWAY STREET IN CABAZON, THENCE 1.25 KM (0.80 MI) EAST ALONG A
 DX1076'FRONTAGE ROAD ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 10, 27.2 M
 DX1076'(89.2 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 49.9 M (163.7 FT)
 DX1076'WEST OF MILE POLE 575, 13.4 M (44.0 FT) NORTH OF THE NORTH RAIL OF
 DX1076'THE SOUTHERN PACIFIC RAILROAD.
 DX1076'THE MARK IS 0.60 METERS  W FROM  A WITNESS POST
 DX1076'THE MARK IS 0.3 M ABOVE THE RAILROAD.
 DX1076
 DX1076                          STATION RECOVERY (2008)
 DX1076
 DX1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (AHC)
 DX1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1078 ***********************************************************************
 DX1078  CBN         -  This is a Cooperative Base Network Control Station.
 DX1078  DESIGNATION -  603 86
 DX1078  PID         -  DX1078
 DX1078  STATE/COUNTY-  CA/RIVERSIDE
 DX1078  USGS QUAD   -  CABAZON (1996)
 DX1078
 DX1078                         *CURRENT SURVEY CONTROL
 DX1078  ___________________________________________________________________
 DX1078* NAD 83(2007)-  33 54 58.59112(N)    116 47 00.79587(W)     ADJUSTED  
 DX1078* NAVD 88     -       548.276  (meters)    1798.80   (feet)  ADJUSTED  
 DX1078  ___________________________________________________________________
 DX1078  EPOCH DATE  -        2007.00
 DX1078  X           -  -2,387,785.920 (meters)                     COMP
 DX1078  Y           -  -4,730,385.952 (meters)                     COMP
 DX1078  Z           -   3,539,031.928 (meters)                     COMP
 DX1078  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DX1078  ELLIP HEIGHT-         516.734 (meters)          (02/10/07) ADJUSTED
 DX1078  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DX1078  DYNAMIC HT  -         547.621 (meters)    1796.65  (feet)  COMP
 DX1078
 DX1078  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX1078  Type    PID    Designation                      North   East  Ellip
 DX1078  -------------------------------------------------------------------
 DX1078  NETWORK DX1078 603 86                            0.53   0.49   2.88
 DX1078  -------------------------------------------------------------------
 DX1078  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 DX1078
 DX1078  VERT ORDER  -  FIRST     CLASS I
 DX1078
 DX1078.ITRF positions are available for this station.
 DX1078.The horizontal coordinates were established by GPS observations
 DX1078.and adjusted by the National Geodetic Survey in February 2007.
 DX1078
 DX1078.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX1078.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX1078.The horizontal coordinates are valid at the epoch date displayed above.
 DX1078.The epoch date for horizontal control is a decimal equivalence
 DX1078.of Year/Month/Day.
 DX1078
 DX1078.The orthometric height was determined by differential leveling
 DX1078.and adjusted in June 1991.
 DX1078
 DX1078.Photographs are available for this station.
 DX1078
 DX1078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX1078
 DX1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX1078
 DX1078.The ellipsoidal height was determined by GPS observations
 DX1078.and is referenced to NAD 83.
 DX1078
 DX1078.The geoid height was determined by GEOID03.
 DX1078
 DX1078.The dynamic height is computed by dividing the NAVD 88
 DX1078.geopotential number by the normal gravity value computed on the
 DX1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1078.degrees latitude (g = 980.6199 gals.).
 DX1078
 DX1078.The modeled gravity was interpolated from observed gravity values.
 DX1078
 DX1078;                    North         East     Units Scale Factor Converg.
 DX1078;SPC CA 6     -   694,168.089 1,950,659.318   MT  1.00000567   -0 17 35.5
 DX1078;SPC CA 6     - 2,277,449.81  6,399,788.11   sFT  1.00000567   -0 17 35.5
 DX1078;UTM  11      - 3,752,893.900   520,007.888   MT  0.99960493   +0 07 14.8
 DX1078
 DX1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX1078!SPC CA 6     -   0.99991889  x   1.00000567  =   0.99992456
 DX1078!UTM  11      -   0.99991889  x   0.99960493  =   0.99952385
 DX1078
 DX1078                          SUPERSEDED SURVEY CONTROL
 DX1078
 DX1078  NAD 83(1998)-  33 54 58.58541(N)    116 47 00.79317(W) AD(2000.35) A
 DX1078  ELLIP H (04/03/01)  516.741  (m)                       GP(       ) 1 1
 DX1078  NAD 83(1998)-  33 54 58.58327(N)    116 47 00.79301(W) AD(1998.50) A
 DX1078  ELLIP H (04/06/00)  516.742  (m)                       GP(1998.50) 3 1
 DX1078  NAVD 88 (04/06/00)  548.28   (m)         1798.8    (f) LEVELING    3  
 DX1078  NGVD 29 (??/??/92)  547.476  (m)         1796.18   (f) ADJ UNCH    1 1
 DX1078
 DX1078.Superseded values are not recommended for survey control.
 DX1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1078.See file dsdata.txt to determine how the superseded data were derived.
 DX1078
 DX1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT2000852894(NAD 83)
 DX1078_MARKER: DD = SURVEY DISK
 DX1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1078_SP_SET: CONCRETE POST
 DX1078_STAMPING: 603 86 68
 DX1078_MARK LOGO: CA-065
 DX1078_PROJECTION: FLUSH
 DX1078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1078+STABILITY: SURFACE MOTION
 DX1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1078+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DX1078
 DX1078  HISTORY     - Date     Condition        Report By
 DX1078  HISTORY     - 1968     MONUMENTED       CA-065
 DX1078  HISTORY     - 1978     GOOD             NGS
 DX1078  HISTORY     - 1988     GOOD             NGS
 DX1078  HISTORY     - 19980618 GOOD             RCFC
 DX1078  HISTORY     - 20000501 GOOD             RCFC
 DX1078  HISTORY     - 20031201 GOOD             JCLS
 DX1078  HISTORY     - 20080609 GOOD             USGS
 DX1078
 DX1078                          STATION DESCRIPTION
 DX1078
 DX1078'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1078'AT CABAZON.
 DX1078'IN CABAZON 45 FT. NORTH OF THE MAIN RAILROAD TRACK, 5 FT. SOUTH
 DX1078'WEST OF MILE POST MARKER 574, 5 FT. NORTH WEST OF RAILROAD PHONE
 DX1078'BOX, 210 FT. WEST OF BROADWAY ST. 98 FT. SOUTH OF THE EAST BD.
 DX1078'LANE OF OLD STATE HWY. 60-70Q 2 FT. EAST OF MARKER POST SET A
 DX1078'STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX1078
 DX1078                          STATION RECOVERY (1978)
 DX1078
 DX1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1078'RECOVERED IN GOOD CONDITION.
 DX1078
 DX1078                          STATION RECOVERY (1988)
 DX1078
 DX1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1078'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CABAZON,
 DX1078'ALONG THE SOUTHERN PACIFIC RAILROAD, AT THE BROADWAY STREET CROSSING,
 DX1078'63.0 M (206.7 FT) WEST OF THE STREET CENTERLINE, 29.0 M (95.1 FT)
 DX1078'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE INTERSTATE
 DX1078'HIGHWAY 10 BUSINESS ROUTE, 4.8 M (15.7 FT) NORTH OF THE NORTH RAIL OF
 DX1078'A SIDE TRACK, 6.7 M (22.0 FT) NORTHEAST OF A SWITCH FOR A SIDE TRACK,
 DX1078'1.5 M (4.9 FT) SOUTHWEST OF RAILROAD MILE POLE 574.
 DX1078'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 DX1078'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 DX1078
 DX1078                          STATION RECOVERY (1998)
 DX1078
 DX1078'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 1998 (HAC)
 DX1078'RECOVERED AS DESCRIBED.
 DX1078
 DX1078                          STATION RECOVERY (2000)
 DX1078
 DX1078'RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2000 (MEI)
 DX1078'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
 DX1078'EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
 DX1078'
 DX1078
 DX1078                          STATION RECOVERY (2003)
 DX1078
 DX1078'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DX1078'RECOVERED IN GOOD CONDITION.
 DX1078
 DX1078                          STATION RECOVERY (2008)
 DX1078
 DX1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2008 (AHC)
 DX1078'RECOVERED IN GOOD CONDITION BY ALLEN H. CHRISTENSEN OF USGS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1079 ***********************************************************************
 DX1079  DESIGNATION -  603 87
 DX1079  PID         -  DX1079
 DX1079  STATE/COUNTY-  CA/RIVERSIDE
 DX1079  USGS QUAD   -  CABAZON (1996)
 DX1079
 DX1079                         *CURRENT SURVEY CONTROL
 DX1079  ___________________________________________________________________
 DX1079* NAD 83(1986)-  33 55 03.     (N)    116 48 03.     (W)     SCALED    
 DX1079* NAVD 88     -       575.217  (meters)    1887.19   (feet)  ADJUSTED  
 DX1079  ___________________________________________________________________
 DX1079  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DX1079  DYNAMIC HT  -         574.529 (meters)    1884.93  (feet)  COMP
 DX1079  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 DX1079  OBS GRAVITY -     979,416.2   (mgal)                       GRAV_OBS
 DX1079
 DX1079  VERT ORDER  -  FIRST     CLASS I
 DX1079
 DX1079.The horizontal coordinates were scaled from a topographic map and have
 DX1079.an estimated accuracy of +/- 6 seconds.
 DX1079
 DX1079.The orthometric height was determined by differential leveling
 DX1079.and adjusted in June 1991.
 DX1079
 DX1079.The geoid height was determined by GEOID03.
 DX1079
 DX1079.The dynamic height is computed by dividing the NAVD 88
 DX1079.geopotential number by the normal gravity value computed on the
 DX1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1079.degrees latitude (g = 980.6199 gals.).
 DX1079
 DX1079.The modeled gravity was interpolated from observed gravity values.
 DX1079.The observed gravity was obtained from relative gravimeter ties
 DX1079.to the IGSN71 gravity network.
 DX1079
 DX1079;                    North         East    Units  Estimated Accuracy
 DX1079;SPC CA 6     -   694,310.    1,949,060.      MT  (+/- 180 meters Scaled)
 DX1079
 DX1079                          SUPERSEDED SURVEY CONTROL
 DX1079
 DX1079  NGVD 29 (??/??/92)  574.422  (m)         1884.58   (f) ADJ UNCH    1 1
 DX1079
 DX1079.Superseded values are not recommended for survey control.
 DX1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1079.See file dsdata.txt to determine how the superseded data were derived.
 DX1079
 DX1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT184530(NAD 83)
 DX1079_MARKER: DD = SURVEY DISK
 DX1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1079_SP_SET: CONCRETE POST
 DX1079_STAMPING: 603 87 68
 DX1079_MARK LOGO: CA-065
 DX1079_PROJECTION: PROJECTING 15 CENTIMETERS
 DX1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1079+STABILITY: SURFACE MOTION
 DX1079
 DX1079  HISTORY     - Date     Condition        Report By
 DX1079  HISTORY     - 1968     MONUMENTED       CA-065
 DX1079  HISTORY     - 1978     GOOD             NGS
 DX1079  HISTORY     - 1988     GOOD             NGS
 DX1079
 DX1079                          STATION DESCRIPTION
 DX1079
 DX1079'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1079'1 MI W FROM CABAZON.
 DX1079'1.0 MILES WEST ALONG SOUTHERN PACIFIC RAILROAD, 25 FT. NORTH OF
 DX1079'THE CENTER LINE OF THE RAILROAD, 76 FT. SOUTH OF THE SOUTH EDGE
 DX1079'OF PAVEMENT OF THE EAST BD. LANE OF OLD HWY. 60-704 FT. WEST
 DX1079'OF MILE POST MARKER 573, 2 FT. EAST OF MARKER POST SET A STANDARD
 DX1079'BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
 DX1079
 DX1079                          STATION RECOVERY (1978)
 DX1079
 DX1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1079'RECOVERED IN GOOD CONDITION.
 DX1079
 DX1079                          STATION RECOVERY (1988)
 DX1079
 DX1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1079'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 DX1079'MI) WEST ALONG INTERSTATE HIGHWAY 10 BUSINESS ROUTE FROM THE JUNCTION
 DX1079'OF BROADWAY STREET IN CABAZON, 29.2 M (95.8 FT) SOUTH OF THE
 DX1079'CENTERLINE OF THE EASTBOUND LANES OF THE BUSINESS ROUTE, 6.7 M (22.0
 DX1079'FT) NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.2 M
 DX1079'(3.9 FT) WEST OF RAILROAD MILE POLE 573.
 DX1079'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0617 ***********************************************************************
 DX0617  DESIGNATION -  603 9
 DX0617  PID         -  DX0617
 DX0617  STATE/COUNTY-  CA/RIVERSIDE
 DX0617  USGS QUAD   -  MECCA (1972)
 DX0617
 DX0617                         *CURRENT SURVEY CONTROL
 DX0617  ___________________________________________________________________
 DX0617* NAD 83(1986)-  33 30 37.     (N)    116 06 44.     (W)     SCALED    
 DX0617* NAVD 88     -       -55.482  (meters)    -182.03   (feet)  READJUSTED
 DX0617  ___________________________________________________________________
 DX0617  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DX0617  DYNAMIC HT  -         -55.420 (meters)    -181.82  (feet)  COMP
 DX0617  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 DX0617
 DX0617  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX0617
 DX0617.The horizontal coordinates were scaled from a topographic map and have
 DX0617.an estimated accuracy of +/- 6 seconds.
 DX0617
 DX0617.The orthometric height was determined by differential leveling
 DX0617.and adjusted in February 1993.
 DX0617.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX0617.distribution rate of 0.0 thru 1.0 mm/km.
 DX0617.The height was derived from older observations constrained to new
 DX0617.heights in a crustal motion area.  The height is approximate in
 DX0617.relation to other heights in its vicinity.
 DX0617
 DX0617.The geoid height was determined by GEOID03.
 DX0617
 DX0617.The dynamic height is computed by dividing the NAVD 88
 DX0617.geopotential number by the normal gravity value computed on the
 DX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0617.degrees latitude (g = 980.6199 gals.).
 DX0617
 DX0617.The modeled gravity was interpolated from observed gravity values.
 DX0617
 DX0617;                    North         East    Units  Estimated Accuracy
 DX0617;SPC CA 6     -   649,020.    2,012,800.      MT  (+/- 180 meters Scaled)
 DX0617
 DX0617                          SUPERSEDED SURVEY CONTROL
 DX0617
 DX0617  NGVD 29 (??/??/92)  -56.159  (m)         -184.25   (f) ADJ UNCH    1 1
 DX0617
 DX0617.Superseded values are not recommended for survey control.
 DX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0617.See file dsdata.txt to determine how the superseded data were derived.
 DX0617
 DX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT824082(NAD 83)
 DX0617_MARKER: DB = BENCH MARK DISK
 DX0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0617_STAMPING: 603-9-68
 DX0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0617+STABILITY: SURFACE MOTION
 DX0617
 DX0617  HISTORY     - Date     Condition        Report By
 DX0617  HISTORY     - 1968     MONUMENTED       CA-065
 DX0617  HISTORY     - 1978     GOOD             NGS
 DX0617
 DX0617                          STATION DESCRIPTION
 DX0617
 DX0617'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0617'3.3 MI NW FROM OASIS.
 DX0617'2.0 MILES NORTH WEST ALONG CALIFORNIA STATE HWY. 99 FROM OASIS
 DX0617'STORE IN OASIS THEN 1.3 MILES NORTH ALONG CALIFORNIA STATE
 DX0617'HWY. 195 TO INTERSECTION AVE. 74, 40 FT. NORTH OF AVE. 74, 41
 DX0617'FT. EAST OF HWY. 195, 16 FT. NORTH EAST OF TELEPHONE POLE 36767,
 DX0617'AND BETWEEN 2 36 IN. CONCRETE STANDPIPES 1231-1258, 2 FT SOUTH
 DX0617'WEST OF MARKER POST AND 1 FT. ABOVE HWY. 195 SET A STANDARD
 DX0617'BRASS DISK IN A CONCRETE POST 2 IN. ABOVE GROUND.
 DX0617
 DX0617                          STATION RECOVERY (1978)
 DX0617
 DX0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1081 ***********************************************************************
 DX1081  DESIGNATION -  603 91
 DX1081  PID         -  DX1081
 DX1081  STATE/COUNTY-  CA/RIVERSIDE
 DX1081  USGS QUAD   -  CABAZON (1996)
 DX1081
 DX1081                         *CURRENT SURVEY CONTROL
 DX1081  ___________________________________________________________________
 DX1081* NAD 83(1986)-  33 55 27.     (N)    116 51 34.     (W)     SCALED    
 DX1081* NAVD 88     -       683.536  (meters)    2242.57   (feet)  ADJUSTED  
 DX1081  ___________________________________________________________________
 DX1081  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DX1081  DYNAMIC HT  -         682.707 (meters)    2239.85  (feet)  COMP
 DX1081  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 DX1081  OBS GRAVITY -     979,399.0   (mgal)                       GRAV_OBS
 DX1081
 DX1081  VERT ORDER  -  FIRST     CLASS I
 DX1081
 DX1081.The horizontal coordinates were scaled from a topographic map and have
 DX1081.an estimated accuracy of +/- 6 seconds.
 DX1081
 DX1081.The orthometric height was determined by differential leveling
 DX1081.and adjusted in June 1991.
 DX1081
 DX1081.The geoid height was determined by GEOID03.
 DX1081
 DX1081.The dynamic height is computed by dividing the NAVD 88
 DX1081.geopotential number by the normal gravity value computed on the
 DX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1081.degrees latitude (g = 980.6199 gals.).
 DX1081
 DX1081.The modeled gravity was interpolated from observed gravity values.
 DX1081.The observed gravity was obtained from relative gravimeter ties
 DX1081.to the IGSN71 gravity network.
 DX1081
 DX1081;                    North         East    Units  Estimated Accuracy
 DX1081;SPC CA 6     -   695,080.    1,943,650.      MT  (+/- 180 meters Scaled)
 DX1081
 DX1081                          SUPERSEDED SURVEY CONTROL
 DX1081
 DX1081  NGVD 29 (??/??/92)  682.734  (m)         2239.94   (f) ADJ UNCH    1 1
 DX1081
 DX1081.Superseded values are not recommended for survey control.
 DX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1081.See file dsdata.txt to determine how the superseded data were derived.
 DX1081
 DX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT129537(NAD 83)
 DX1081_MARKER: DD = SURVEY DISK
 DX1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1081_SP_SET: CONCRETE POST
 DX1081_STAMPING: 603 91 68
 DX1081_MARK LOGO: CA-065
 DX1081_PROJECTION: PROJECTING 6 CENTIMETERS
 DX1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1081+STABILITY: SURFACE MOTION
 DX1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1081+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DX1081
 DX1081  HISTORY     - Date     Condition        Report By
 DX1081  HISTORY     - 1968     MONUMENTED       CA-065
 DX1081  HISTORY     - 1978     GOOD             NGS
 DX1081  HISTORY     - 1988     GOOD             NGS
 DX1081  HISTORY     - 20070313 GOOD             GEOCAC
 DX1081
 DX1081                          STATION DESCRIPTION
 DX1081
 DX1081'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1081'1 MI E FROM BANNING.
 DX1081'1.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM SAN
 DX1081'GORGONIO AVE. IN BANNING 7 POLES EAST OF MILE POST MARKER 569,
 DX1081'41 FT. NORTH OF THE NORTH RAIL OF THE RAILROAD, 4 FT. EAST OF
 DX1081'A TELEGRAPH POLE NO NUMBER.  1 FT. WEST OF MARKER POST SET A
 DX1081'STANDARD BRASS DISK IN A CONCRETE POST 4 IN. ABOVE GROUND.
 DX1081
 DX1081                          STATION RECOVERY (1978)
 DX1081
 DX1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1081'RECOVERED IN GOOD CONDITION.
 DX1081
 DX1081                          STATION RECOVERY (1988)
 DX1081
 DX1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1081'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.00
 DX1081'MI) EAST ALONG THE FRONTAGE ROAD ON THE SOUTH SIDE OF INTERSTATE
 DX1081'HIGHWAY 10 FROM THE INTERSECTION OF SAN GORGONIO AVENUE IN BANNING,
 DX1081'4.5 M (14.8 FT) NORTH OF THE CENTER OF THE ROAD, 15.2 M (49.9 FT)
 DX1081'SOUTHWEST OF THE CENTER OF A SMALL GATE IN THE HIGHWAY RIGHT OF WAY
 DX1081'FENCE, 13.1 M (43.0 FT) NORTH OF THE NORTH RAIL OF THE SOUTHERN
 DX1081'PACIFIC RAILROAD, 12.8 M (42.0 FT) SOUTH OF THE FENCE.
 DX1081'THE MARK IS 0.60 METERS  W FROM  A WITNESS POST
 DX1081'THE MARK IS 0.3 M ABOVE THE ROAD.
 DX1081
 DX1081                          STATION RECOVERY (2007)
 DX1081
 DX1081'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1087 ***********************************************************************
 DX1087  DESIGNATION -  603 92
 DX1087  PID         -  DX1087
 DX1087  STATE/COUNTY-  CA/RIVERSIDE
 DX1087  USGS QUAD   -  BEAUMONT (1996)
 DX1087
 DX1087                         *CURRENT SURVEY CONTROL
 DX1087  ___________________________________________________________________
 DX1087* NAD 83(1986)-  33 55 23.     (N)    116 52 38.     (W)     SCALED    
 DX1087* NAVD 88     -       709.375  (meters)    2327.34   (feet)  ADJUSTED  
 DX1087  ___________________________________________________________________
 DX1087  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DX1087  DYNAMIC HT  -         708.508 (meters)    2324.50  (feet)  COMP
 DX1087  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 DX1087
 DX1087  VERT ORDER  -  FIRST     CLASS I
 DX1087
 DX1087.The horizontal coordinates were scaled from a topographic map and have
 DX1087.an estimated accuracy of +/- 6 seconds.
 DX1087
 DX1087.The orthometric height was determined by differential leveling
 DX1087.and adjusted in June 1991.
 DX1087
 DX1087.The geoid height was determined by GEOID03.
 DX1087
 DX1087.The dynamic height is computed by dividing the NAVD 88
 DX1087.geopotential number by the normal gravity value computed on the
 DX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1087.degrees latitude (g = 980.6199 gals.).
 DX1087
 DX1087.The modeled gravity was interpolated from observed gravity values.
 DX1087
 DX1087;                    North         East    Units  Estimated Accuracy
 DX1087;SPC CA 6     -   694,970.    1,942,000.      MT  (+/- 180 meters Scaled)
 DX1087
 DX1087                          SUPERSEDED SURVEY CONTROL
 DX1087
 DX1087  NGVD 29 (??/??/92)  708.566  (m)         2324.69   (f) ADJ UNCH    1 1
 DX1087
 DX1087.Superseded values are not recommended for survey control.
 DX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1087.See file dsdata.txt to determine how the superseded data were derived.
 DX1087
 DX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT113536(NAD 83)
 DX1087_MARKER: DD = SURVEY DISK
 DX1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1087_SP_SET: CONCRETE POST
 DX1087_STAMPING: 603 92 68
 DX1087_MARK LOGO: CA-065
 DX1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1087+STABILITY: SURFACE MOTION
 DX1087
 DX1087  HISTORY     - Date     Condition        Report By
 DX1087  HISTORY     - 1968     MONUMENTED       CA-065
 DX1087  HISTORY     - 1978     GOOD             NGS
 DX1087  HISTORY     - 1988     GOOD             NGS
 DX1087  HISTORY     - 20070313 POOR             GEOCAC
 DX1087
 DX1087                          STATION DESCRIPTION
 DX1087
 DX1087'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX1087'AT BANNING.
 DX1087'AT BANNING 175 FT. WEST OF SAN GORGONIO AVE., 25.5 FT. SOUTH OF
 DX1087'THE SOUTH RAIL OF THE RAILROAD, 7 FT. EAST OF A TELEGRAPH POLE,
 DX1087'1 FT. WEST OF MARKER POST SET A STANDARD BRASS DISK IN A CONCRETE
 DX1087'POST 4 IN. ABOVE GROUND.
 DX1087
 DX1087                          STATION RECOVERY (1978)
 DX1087
 DX1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1087'RECOVERED IN GOOD CONDITION.
 DX1087
 DX1087                          STATION RECOVERY (1988)
 DX1087
 DX1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1087'RECOVERED IN GOOD CONDITION.
 DX1087
 DX1087                          STATION RECOVERY (2007)
 DX1087
 DX1087'RECOVERY NOTE BY GEOCACHING 2007 (MS)
 DX1087'CONCRETE FOOTING HAS ERODED OUT OF THE GROUND AND THE STATION IS LYING
 DX1087'ON ITS SIDE ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1095 ***********************************************************************
 DC1095  DESIGNATION -  603.6 USGS
 DC1095  PID         -  DC1095
 DC1095  STATE/COUNTY-  CA/SAN DIEGO
 DC1095  USGS QUAD   -  POWAY (1975)
 DC1095
 DC1095                         *CURRENT SURVEY CONTROL
 DC1095  ___________________________________________________________________
 DC1095* NAD 83(1986)-  32 59 28.     (N)    117 03 29.     (W)     SCALED    
 DC1095* NAVD 88     -       184.61   (+/-2cm)     605.7    (feet)  VERTCON   
 DC1095  ___________________________________________________________________
 DC1095  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DC1095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1095
 DC1095.The horizontal coordinates were scaled from a topographic map and have
 DC1095.an estimated accuracy of +/- 6 seconds.
 DC1095
 DC1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1095.The vertical order pertains to the NGVD 29 superseded value.
 DC1095
 DC1095.The geoid height was determined by GEOID03.
 DC1095
 DC1095;                    North         East    Units  Estimated Accuracy
 DC1095;SPC CA 6     -   591,730.    1,924,480.      MT  (+/- 180 meters Scaled)
 DC1095
 DC1095                          SUPERSEDED SURVEY CONTROL
 DC1095
 DC1095  NGVD 29 (??/??/??)  183.946  (m)          603.50   (f) ADJUSTED    2 0
 DC1095
 DC1095.Superseded values are not recommended for survey control.
 DC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1095.See file dsdata.txt to determine how the superseded data were derived.
 DC1095
 DC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS945503(NAD 83)
 DC1095_MARKER: Q = CHISELED SQUARE
 DC1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1095_SP_SET: CULVERT
 DC1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1095
 DC1095  HISTORY     - Date     Condition        Report By
 DC1095  HISTORY     - UNK      MONUMENTED       USGS
 DC1095  HISTORY     - 1955     GOOD             NGS
 DC1095
 DC1095                          STATION DESCRIPTION
 DC1095
 DC1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1095'3.8 MI N FROM POWAY PARK GROVE.
 DC1095'3.8 MILES NORTH ALONG POMERADO ROAD (OLD U.S. HIGHWAY 395) FROM
 DC1095'BIGSTONE LODGE AT POWAY PARK GROVE, 108 FEET SOUTH OF THE T
 DC1095'JUNCTION OF A DIRT ROAD LEADING WEST, AT 10-INCH CORRUGATED METAL
 DC1095'PIPE CULVERT B. 3.00, ON THE TOP OF THE CENTER OF THE WEST
 DC1095'CONCRETE HEAD WALL, 20.5 FEET WEST OF THE CENTER LINE OF THE
 DC1095'ROAD, 2.1 FEET SOUTH OF A 6- BY 6-INCH GUARDPOST MARKED B. 3.00,
 DC1095'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0526 ***********************************************************************
 EV0526  DESIGNATION -  6031
 EV0526  PID         -  EV0526
 EV0526  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0526  USGS QUAD   -  BIG BEAR CITY (1996)
 EV0526
 EV0526                         *CURRENT SURVEY CONTROL
 EV0526  ___________________________________________________________________
 EV0526* NAD 83(1986)-  34 18 53.     (N)    116 48 37.     (W)     SCALED    
 EV0526* NAVD 88     -      1839.52   (+/-2cm)    6035.2    (feet)  VERTCON   
 EV0526  ___________________________________________________________________
 EV0526  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 EV0526  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0526
 EV0526.The horizontal coordinates were scaled from a topographic map and have
 EV0526.an estimated accuracy of +/- 6 seconds.
 EV0526
 EV0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0526.The vertical order pertains to the NGVD 29 superseded value.
 EV0526
 EV0526.The geoid height was determined by GEOID03.
 EV0526
 EV0526;                    North         East    Units  Estimated Accuracy
 EV0526;SPC CA 5     -   591,020.    2,109,500.      MT  (+/- 180 meters Scaled)
 EV0526
 EV0526                          SUPERSEDED SURVEY CONTROL
 EV0526
 EV0526  NGVD 29 (??/??/92) 1838.50   (m)         6031.8    (f) COMPUTED    1 2
 EV0526
 EV0526.Superseded values are not recommended for survey control.
 EV0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0526.See file dsdata.txt to determine how the superseded data were derived.
 EV0526
 EV0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT174970(NAD 83)
 EV0526_MARKER: P = PIPE CAP
 EV0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV0526_STAMPING: 6031 SB
 EV0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0526
 EV0526  HISTORY     - Date     Condition        Report By
 EV0526  HISTORY     - UNK      MONUMENTED       USGS
 EV0526  HISTORY     - 1961     GOOD             NGS
 EV0526  HISTORY     - 1970     GOOD             USGS
 EV0526
 EV0526                          STATION DESCRIPTION
 EV0526
 EV0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV0526'7 MI NE FROM BIG BEAR CITY.
 EV0526'6.95 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV0526'OF STATE HIGHWAY 38 AT BIG BEAR LAKE, AT THE Y JUNCTION OF A
 EV0526'ROAD LEADING SOUTHEAST TO SMARTS RANCH, 23 FEET SOUTHWEST OF THE
 EV0526'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER OF THE
 EV0526'JUNCTION, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 3 FEET
 EV0526'HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 EV0526'IRON PIPE ENCASED IN A 6-INCH STOVE PIPE FILLED WITH CONCRETE.
 EV0526
 EV0526                          STATION RECOVERY (1970)
 EV0526
 EV0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EV0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1101 ***********************************************************************
 MX1101  DESIGNATION -  6037 VA
 MX1101  PID         -  MX1101
 MX1101  STATE/COUNTY-  CA/SISKIYOU
 MX1101  USGS QUAD   -  DUZEL ROCK (1984)
 MX1101
 MX1101                         *CURRENT SURVEY CONTROL
 MX1101  ___________________________________________________________________
 MX1101* NAD 83(1992)-  41 31 36.76442(N)    122 43 22.21462(W)     ADJUSTED  
 MX1101* NAVD 88     -      1841.     (meters)    6040.     (feet)  SCALED    
 MX1101  ___________________________________________________________________
 MX1101  EPOCH DATE  -        1991.35
 MX1101  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 MX1101  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 MX1101  HORZ ORDER  -  SECOND
 MX1101
 MX1101.The horizontal coordinates were established by classical geodetic methods
 MX1101.and adjusted by the National Geodetic Survey in March 1994.
 MX1101.The horizontal coordinates are valid at the epoch date displayed above.
 MX1101.The epoch date for horizontal control is a decimal equivalence
 MX1101.of Year/Month/Day.
 MX1101
 MX1101.The orthometric height was scaled from a topographic map.
 MX1101
 MX1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1101
 MX1101.The geoid height was determined by GEOID03.
 MX1101
 MX1101;                    North         East     Units Scale Factor Converg.
 MX1101;SPC CA 1     -   743,821.683 1,939,673.454   MT  0.99996750   -0 28 21.5
 MX1101;SPC CA 1     - 2,440,354.97  6,363,745.32   sFT  0.99996750   -0 28 21.5
 MX1101;UTM  10      - 4,597,285.393   523,123.202   MT  0.99960658   +0 11 01.5
 MX1101
 MX1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1101!SPC CA 1     -   0.99971500  x   0.99996750  =   0.99968251
 MX1101!UTM  10      -   0.99971500  x   0.99960658  =   0.99932169
 MX1101
 MX1101                          SUPERSEDED SURVEY CONTROL
 MX1101
 MX1101  NAD 83(1986)-  41 31 36.75504(N)    122 43 22.22146(W) AD(1984.00) 2
 MX1101  NAD 27      -  41 31 37.24360(N)    122 43 18.11580(W) AD(       ) 2
 MX1101
 MX1101.Superseded values are not recommended for survey control.
 MX1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1101.See file dsdata.txt to determine how the superseded data were derived.
 MX1101
 MX1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL2312397285(NAD 83)
 MX1101_MARK LOGO: USGS  
 MX1101
 MX1101  HISTORY     - Date     Condition        Report By
 MX1101  HISTORY     - UNK      MONUMENTED       USGS
 MX1101
 MX1101                          STATION DESCRIPTION
 MX1101
 MX1101'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 MX1101'SEE STATION DUZEL ROCK
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1712 ***********************************************************************
 GT1712  DESIGNATION -  604.164
 GT1712  PID         -  GT1712
 GT1712  STATE/COUNTY-  CA/FRESNO
 GT1712  USGS QUAD   -  FRIANT (1964)
 GT1712
 GT1712                         *CURRENT SURVEY CONTROL
 GT1712  ___________________________________________________________________
 GT1712* NAD 83(1986)-  36 59 47.     (N)    119 42 06.     (W)     SCALED    
 GT1712* NAVD 88     -       184.80   (+/-2cm)     606.3    (feet)  VERTCON   
 GT1712  ___________________________________________________________________
 GT1712  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 GT1712  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1712
 GT1712.The horizontal coordinates were scaled from a topographic map and have
 GT1712.an estimated accuracy of +/- 6 seconds.
 GT1712
 GT1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1712.The vertical order pertains to the NGVD 29 superseded value.
 GT1712
 GT1712.The geoid height was determined by GEOID03.
 GT1712
 GT1712;                    North         East    Units  Estimated Accuracy
 GT1712;SPC CA 4     -   684,770.    1,937,540.      MT  (+/- 180 meters Scaled)
 GT1712
 GT1712                          SUPERSEDED SURVEY CONTROL
 GT1712
 GT1712  NGVD 29 (??/??/92)  184.04   (m)          603.8    (f) COMPUTED    1 2
 GT1712
 GT1712.Superseded values are not recommended for survey control.
 GT1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1712.See file dsdata.txt to determine how the superseded data were derived.
 GT1712
 GT1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA595978(NAD 83)
 GT1712_MARKER: DD = SURVEY DISK
 GT1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT1712_STAMPING: 604.164
 GT1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1712+STABILITY: SURFACE MOTION
 GT1712
 GT1712  HISTORY     - Date     Condition        Report By
 GT1712  HISTORY     - UNK      MONUMENTED       BOR
 GT1712  HISTORY     - 1972     GOOD             NGS
 GT1712
 GT1712                          STATION DESCRIPTION
 GT1712
 GT1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1712'0.6 MI NE FROM FRIANT.
 GT1712'0.3 MILE EAST ALONG MILLERTON ROAD FROM A CONCRETE BRIDGE OVER
 GT1712'FRIANT-KERN CANAL AT FRIANT, THENCE 0.35 MILE NORTHWEST ALONG AN
 GT1712'ASPHALT ROAD TO THE PARKING AREA FOR FRIAN DAM, ON THE TOP OF A
 GT1712'HIGH CUT BANK WHICH IS BETWEEN THE PARKING AREA AND THE SOUTHEAST
 GT1712'END OF THE DAM, 253 FEET SOUTHEAST OF THE NORTHEAST END OF A
 GT1712'STEEL GATE ACROSS THE SOUTHEAST END OF THE DAM, 117.5 FEET
 GT1712'NORTHEAST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING UP FROM
 GT1712'THE BOTTOM OF THE DAM TO THE TOP, 37.7 FEET NORTHWEST OF A STEEL
 GT1712'GUARDRAIL WHICH IS ALONG THE NORTHWEST SIDE OF THE PARKING AREA,
 GT1712'ABOUT 14 FEET HIGHER THAN THE SURFACE OF THE PARKING AREA, AND
 GT1712'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 GT1712'GROUND.  SEC 5, T11S, R21E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0832 ***********************************************************************
 DX0832  DESIGNATION -  605 1
 DX0832  PID         -  DX0832
 DX0832  STATE/COUNTY-  CA/RIVERSIDE
 DX0832  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0832
 DX0832                         *CURRENT SURVEY CONTROL
 DX0832  ___________________________________________________________________
 DX0832* NAD 83(1986)-  33 58 26.     (N)    116 35 09.     (W)     SCALED    
 DX0832* NAVD 88     -       480.828  (meters)    1577.52   (feet)  READJUSTED
 DX0832  ___________________________________________________________________
 DX0832  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DX0832  DYNAMIC HT  -         480.260 (meters)    1575.65  (feet)  COMP
 DX0832  MODELED GRAV-     979,434.5   (mgal)                       NAVD 88
 DX0832
 DX0832  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX0832
 DX0832.The horizontal coordinates were scaled from a topographic map and have
 DX0832.an estimated accuracy of +/- 6 seconds.
 DX0832
 DX0832.The orthometric height was determined by differential leveling
 DX0832.and adjusted in February 1993.
 DX0832.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX0832.distribution rate of 1.1 thru 2.0 mm/km.
 DX0832.The height was derived from older observations constrained to new
 DX0832.heights in a crustal motion area.  The height is approximate in
 DX0832.relation to other heights in its vicinity.
 DX0832
 DX0832.The geoid height was determined by GEOID03.
 DX0832
 DX0832.The dynamic height is computed by dividing the NAVD 88
 DX0832.geopotential number by the normal gravity value computed on the
 DX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0832.degrees latitude (g = 980.6199 gals.).
 DX0832
 DX0832.The modeled gravity was interpolated from observed gravity values.
 DX0832
 DX0832;                    North         East    Units  Estimated Accuracy
 DX0832;SPC CA 6     -   700,480.    1,968,960.      MT  (+/- 180 meters Scaled)
 DX0832
 DX0832                          SUPERSEDED SURVEY CONTROL
 DX0832
 DX0832  NGVD 29 (??/??/92)  480.024  (m)         1574.88   (f) ADJ UNCH    1 1
 DX0832
 DX0832.Superseded values are not recommended for survey control.
 DX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0832.See file dsdata.txt to determine how the superseded data were derived.
 DX0832
 DX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT382593(NAD 83)
 DX0832_MARKER: DD = SURVEY DISK
 DX0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0832_SP_SET: CONCRETE POST
 DX0832_STAMPING: 605-1-69
 DX0832_MARK LOGO: CA-065
 DX0832_PROJECTION: PROJECTING 15 CENTIMETERS
 DX0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0832+STABILITY: SURFACE MOTION
 DX0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0832+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001
 DX0832
 DX0832  HISTORY     - Date     Condition        Report By
 DX0832  HISTORY     - 1969     MONUMENTED       CA-065
 DX0832  HISTORY     - 1978     GOOD             NGS
 DX0832  HISTORY     - 1983     GOOD             USGS
 DX0832  HISTORY     - 1986     GOOD             NGS
 DX0832  HISTORY     - 20010316 GOOD             USPSQD
 DX0832
 DX0832                          STATION DESCRIPTION
 DX0832
 DX0832'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX0832'5.8 MI NE FROM DESERT HOT SPRINGS.
 DX0832'4.9 MILES WEST ON PIERSON BLVD. FROM THE POST OFFICE AT DESERT
 DX0832'HOT SPRINGS, 0.9 MILES NORTH ON CALIFORNIA STATE HWY. 62, 56 FT.
 DX0832'EAST OF THE NORTH BD. LANES OF THE HWY. 1 FT. EAST OF THE EAST
 DX0832'RIGHT OF WAY FENCE AND 5 FT. LOWER THAN THE HWY., 1 FT. SOUTH OF
 DX0832'A MARKER POST, SET A BRASS DISK IN A CONCRETE POST 6 INCHES
 DX0832'ABOVE THE GROUND.
 DX0832
 DX0832                          STATION RECOVERY (1978)
 DX0832
 DX0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0832'RECOVERED IN GOOD CONDITION.
 DX0832
 DX0832                          STATION RECOVERY (1983)
 DX0832
 DX0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DX0832'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.9 MI WEST
 DX0832'ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT SPRINGS,
 DX0832'THENCE 0.95 MI NORTH ALONG HIGHWAY 62, 56 FT EAST OF THE CENTERLINE
 DX0832'OF THE NORTH BOUND LANES, 2 FT EAST OF A WIRE FENCE, 1.5 FT SOUTH OF A
 DX0832'WHITE WOODEN 4 BY 4-INCH WITNESS POST MARKED RIV CO BM.
 DX0832
 DX0832                          STATION RECOVERY (1986)
 DX0832
 DX0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0832'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0832'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0832'SPRINGS, THENCE 1.55 KM (0.96 MI) NORTH ALONG STATE HIGHWAY 62, 17.1
 DX0832'METERS (56 FT) EAST OF THE HIGHWAY CENTERLINE AND 1.0 METER (3 FT)
 DX0832'EAST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE.
 DX0832'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 DX0832'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 DX0832
 DX0832                          STATION RECOVERY (2001)
 DX0832
 DX0832'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0832'CHANGE OF DESCRIPTION----POST OFFICE DESERT HOT SPRINGS HAS MOVED.
 DX0832'FROM PALM DRIVE IN DESERT HOT SPRINGS DRIVE WEST ON PIERSON BOULEVARD
 DX0832'5.2 MILES TO STATE HGY. 62. OK FROM THERE ON TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0833 ***********************************************************************
 DX0833  DESIGNATION -  605 2
 DX0833  PID         -  DX0833
 DX0833  STATE/COUNTY-  CA/RIVERSIDE
 DX0833  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0833
 DX0833                         *CURRENT SURVEY CONTROL
 DX0833  ___________________________________________________________________
 DX0833* NAD 83(1986)-  33 59 16.     (N)    116 34 54.     (W)     SCALED    
 DX0833* NAVD 88     -       508.603  (meters)    1668.64   (feet)  READJUSTED
 DX0833  ___________________________________________________________________
 DX0833  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DX0833  DYNAMIC HT  -         508.000 (meters)    1666.66  (feet)  COMP
 DX0833  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 DX0833
 DX0833  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX0833
 DX0833.The horizontal coordinates were scaled from a topographic map and have
 DX0833.an estimated accuracy of +/- 6 seconds.
 DX0833
 DX0833.The orthometric height was determined by differential leveling
 DX0833.and adjusted in February 1993.
 DX0833.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX0833.distribution rate of 1.1 thru 2.0 mm/km.
 DX0833.The height was derived from older observations constrained to new
 DX0833.heights in a crustal motion area.  The height is approximate in
 DX0833.relation to other heights in its vicinity.
 DX0833
 DX0833.The geoid height was determined by GEOID03.
 DX0833
 DX0833.The dynamic height is computed by dividing the NAVD 88
 DX0833.geopotential number by the normal gravity value computed on the
 DX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0833.degrees latitude (g = 980.6199 gals.).
 DX0833
 DX0833.The modeled gravity was interpolated from observed gravity values.
 DX0833
 DX0833;                    North         East    Units  Estimated Accuracy
 DX0833;SPC CA 6     -   702,020.    1,969,350.      MT  (+/- 180 meters Scaled)
 DX0833
 DX0833                          SUPERSEDED SURVEY CONTROL
 DX0833
 DX0833  NGVD 29 (??/??/??)  507.776  (m)         1665.93   (f) ADJUSTED    1 1
 DX0833
 DX0833.Superseded values are not recommended for survey control.
 DX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0833.See file dsdata.txt to determine how the superseded data were derived.
 DX0833
 DX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT386608(NAD 83)
 DX0833_MARKER: DD = SURVEY DISK
 DX0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0833_SP_SET: CONCRETE POST
 DX0833_STAMPING: 605-2-69
 DX0833_MARK LOGO: CA-065
 DX0833_PROJECTION: PROJECTING 15 CENTIMETERS
 DX0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0833+STABILITY: SURFACE MOTION
 DX0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0833+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2001
 DX0833
 DX0833  HISTORY     - Date     Condition        Report By
 DX0833  HISTORY     - 1969     MONUMENTED       CA-065
 DX0833  HISTORY     - 1978     GOOD             NGS
 DX0833  HISTORY     - 1983     GOOD             USGS
 DX0833  HISTORY     - 1986     GOOD             NGS
 DX0833  HISTORY     - 20010316 GOOD             USPSQD
 DX0833
 DX0833                          STATION DESCRIPTION
 DX0833
 DX0833'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX0833'6.7 I NE FROM DESERT HOT SPRINGS.
 DX0833'4.9 MILES WEST ON PIERSON BLVD. FROM THE POST OFFICE AT DESERT
 DX0833'HOT SPRINGS, 1.8 MILES NORTH ON CALIFORNIA STATE HWY. 62, 64
 DX0833'FT. EAST OF THE NORTH BD. LANES OF THE HWY. 2 FT. EAST OF THE
 DX0833'EAST RIGHT OF WAY FENCE AND LEVEL WITH THE HWY. 1 FT. SOUTH OF
 DX0833'A MARKER POST, SET A BRASS DISK IN A CONCRETE POST 6 INCHES
 DX0833'ABOVE GROFUND.
 DX0833
 DX0833                          STATION RECOVERY (1978)
 DX0833
 DX0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0833'RECOVERED IN GOOD CONDITION.
 DX0833
 DX0833                          STATION RECOVERY (1983)
 DX0833
 DX0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 DX0833'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.9 MI WEST
 DX0833'ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT SPRINGS,
 DX0833'THENCE 1.95 MI NORTH ALONG HIGHWAY 62.  53 FT EAST OF THE CENTERLINE
 DX0833'OF THE NORTH BOUND LANES, 1.5 FT EAST OF A WIRE FENCE, 1.5 FT SOUTH OF
 DX0833'A WHITE 4 BY 4-INCH WOODEN WITNESS POST MARKED RIV CO BM.
 DX0833
 DX0833                          STATION RECOVERY (1986)
 DX0833
 DX0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0833'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.0 KM (5.0
 DX0833'MI) WEST ALONG PIERSON BOULEVARD FROM THE POST OFFICE IN DESERT HOT
 DX0833'SPRINGS, THENCE 3.10 KM (1.93 MI) NORTH ALONG STATE HIGHWAY 62, 16.2
 DX0833'METERS (53 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE AND 0.6
 DX0833'METER (2 FT) EAST OF THE RIGHT OF WAY FENCE.
 DX0833'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 DX0833'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DX0833
 DX0833                          STATION RECOVERY (2001)
 DX0833
 DX0833'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0833'DESCRIPTION CHANGE--POST OFFICE HAS MOVED-FROM PALM DRIVE IN DESERT
 DX0833'HOT SPRINGS, GO WEST 5.2 MILES TO STATE HGY. 62. DESCRIPTION OK FROM
 DX0833'THERE TO MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0834 ***********************************************************************
 DX0834  DESIGNATION -  605 3
 DX0834  PID         -  DX0834
 DX0834  STATE/COUNTY-  CA/RIVERSIDE
 DX0834  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0834
 DX0834                         *CURRENT SURVEY CONTROL
 DX0834  ___________________________________________________________________
 DX0834* NAD 83(1986)-  33 59 57.     (N)    116 34 41.     (W)     SCALED    
 DX0834* NAVD 88     -       517.02   (+/-2cm)    1696.3    (feet)  VERTCON   
 DX0834  ___________________________________________________________________
 DX0834  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DX0834  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX0834
 DX0834.The horizontal coordinates were scaled from a topographic map and have
 DX0834.an estimated accuracy of +/- 6 seconds.
 DX0834
 DX0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0834.The vertical order pertains to the NGVD 29 superseded value.
 DX0834
 DX0834.The geoid height was determined by GEOID03.
 DX0834
 DX0834;                    North         East    Units  Estimated Accuracy
 DX0834;SPC CA 6     -   703,280.    1,969,690.      MT  (+/- 180 meters Scaled)
 DX0834
 DX0834                          SUPERSEDED SURVEY CONTROL
 DX0834
 DX0834  NGVD 29 (??/??/??)  516.215  (m)         1693.62   (f) ADJUSTED    1 1
 DX0834
 DX0834.Superseded values are not recommended for survey control.
 DX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0834.See file dsdata.txt to determine how the superseded data were derived.
 DX0834
 DX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT389621(NAD 83)
 DX0834_MARKER: DD = SURVEY DISK
 DX0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX0834_SP_SET: BRIDGE
 DX0834_STAMPING: 605-3-69
 DX0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX0834
 DX0834  HISTORY     - Date     Condition        Report By
 DX0834  HISTORY     - 1969     MONUMENTED       CA-065
 DX0834  HISTORY     - 20010316 MARK NOT FOUND   USPSQD
 DX0834
 DX0834                          STATION DESCRIPTION
 DX0834
 DX0834'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 DX0834'7.6 MI NE FROM DESERT HOT SPRINGS.
 DX0834'4.9 MILES WEST ON PIERSON BLVD. FROM THE POST OFFICE AT DESERT
 DX0834'HOT SPRINGS, 2.7 MILES NORTH ON CALIFORNIA STATE HWY. 62, 23 FT.
 DX0834'EAST OF THE NORTH BD. LANES OF THE HWY, ON THE TOP OF THE
 DX0834'NORTHEAST END OF THE MISSION CHANNEL BRIDGE ABUTMENT AND 3 FT.
 DX0834'ABOVE THE HWY. SET A BRASS DISK.
 DX0834
 DX0834                          STATION RECOVERY (2001)
 DX0834
 DX0834'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 DX0834'DESCRIPTION CHANGE--POST OFFICE HAS MOVED--FROM PALM DRIVE IN DESERT
 DX0834'HOT SPRINGS GON WEST 5.2 MILES TO STATE HGY. 62.  DESCRIPTION OK FROM
 DX0834'THERE, BUT BELIEVE MARK TO BE REPLACED IN 1976 BY DX3519 (DESIGNATION
 DX0834'H 1266) WHICH WAS FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0419 ***********************************************************************
 EV0419  DESIGNATION -  605 6
 EV0419  PID         -  EV0419
 EV0419  STATE/COUNTY-  CA/RIVERSIDE
 EV0419  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0419
 EV0419                         *CURRENT SURVEY CONTROL
 EV0419  ___________________________________________________________________
 EV0419* NAD 83(1986)-  34 01 40.     (N)    116 35 07.     (W)     SCALED    
 EV0419* NAVD 88     -       671.27   (+/-2cm)    2202.3    (feet)  VERTCON   
 EV0419  ___________________________________________________________________
 EV0419  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EV0419  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0419
 EV0419.The horizontal coordinates were scaled from a topographic map and have
 EV0419.an estimated accuracy of +/- 6 seconds.
 EV0419
 EV0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0419.The vertical order pertains to the NGVD 29 superseded value.
 EV0419
 EV0419.The geoid height was determined by GEOID03.
 EV0419
 EV0419;                    North         East    Units  Estimated Accuracy
 EV0419;SPC CA 6     -   706,460.    1,969,040.      MT  (+/- 180 meters Scaled)
 EV0419
 EV0419                          SUPERSEDED SURVEY CONTROL
 EV0419
 EV0419  NGVD 29 (??/??/92)  670.447  (m)         2199.62   (f) ADJ UNCH    1 1
 EV0419
 EV0419.Superseded values are not recommended for survey control.
 EV0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0419.See file dsdata.txt to determine how the superseded data were derived.
 EV0419
 EV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT382653(NAD 83)
 EV0419_MARKER: DD = SURVEY DISK
 EV0419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV0419_SP_SET: HEADWALL
 EV0419_STAMPING: 605-6-69
 EV0419_MARK LOGO: CA-065
 EV0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0419+STABILITY: SURFACE MOTION
 EV0419
 EV0419  HISTORY     - Date     Condition        Report By
 EV0419  HISTORY     - 1969     MONUMENTED       CA-065
 EV0419  HISTORY     - 1986     GOOD             NGS
 EV0419
 EV0419                          STATION DESCRIPTION
 EV0419
 EV0419'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 EV0419'1.6 MI SW FROM MORONGO VALLEY.
 EV0419'1.6 MILES SOUTHWEST ALONG CALIFORNIA STATE HWY. 62 FROM THE
 EV0419'MORONGO VALLEY POST OFFICE, 40 FT. WEST OF THE SOUTH BD. LANE OF
 EV0419'THE HWY., 2 FT. SOUTH OF THE NORTH END AND ON TOP OF A 9 INCH BY
 EV0419'10 FT. CONCRETE HEADWALL SET A STANDARD BRASS DISK.
 EV0419
 EV0419                          STATION RECOVERY (1986)
 EV0419
 EV0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV0419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7
 EV0419'MI) SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE IN MORONGO
 EV0419'VALLEY, 0.64 KM (0.40 MI) SOUTH OF BENCH MARK F 1266, ON THE INSIDE
 EV0419'OF A LARGE CURVE, IN THE NORTH END OF THE WEST HEADWALL, 4.6 METERS
 EV0419'(15 FT) WEST OF THE WEST ASPHALT CURB OF THE SOUTHBOUND LANES.
 EV0419'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0421 ***********************************************************************
 EV0421  DESIGNATION -  605 7
 EV0421  PID         -  EV0421
 EV0421  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0421  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0421
 EV0421                         *CURRENT SURVEY CONTROL
 EV0421  ___________________________________________________________________
 EV0421* NAD 83(1986)-  34 02 10.     (N)    116 35 25.     (W)     SCALED    
 EV0421* NAVD 88     -       760.259  (meters)    2494.28   (feet)  READJUSTED
 EV0421  ___________________________________________________________________
 EV0421  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EV0421  DYNAMIC HT  -         759.330 (meters)    2491.24  (feet)  COMP
 EV0421  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 EV0421
 EV0421  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 EV0421
 EV0421.The horizontal coordinates were scaled from a topographic map and have
 EV0421.an estimated accuracy of +/- 6 seconds.
 EV0421
 EV0421.The orthometric height was determined by differential leveling
 EV0421.and adjusted in February 1993.
 EV0421.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 EV0421.distribution rate of 3.1 thru 4.0 mm/km.
 EV0421.The height was derived from older observations constrained to new
 EV0421.heights in a crustal motion area.  The height is approximate in
 EV0421.relation to other heights in its vicinity.
 EV0421
 EV0421.The geoid height was determined by GEOID03.
 EV0421
 EV0421.The dynamic height is computed by dividing the NAVD 88
 EV0421.geopotential number by the normal gravity value computed on the
 EV0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0421.degrees latitude (g = 980.6199 gals.).
 EV0421
 EV0421.The modeled gravity was interpolated from observed gravity values.
 EV0421
 EV0421;                    North         East    Units  Estimated Accuracy
 EV0421;SPC CA 5     -   560,380.    2,130,180.      MT  (+/- 180 meters Scaled)
 EV0421
 EV0421                          SUPERSEDED SURVEY CONTROL
 EV0421
 EV0421  NGVD 29 (??/??/92)  759.440  (m)         2491.60   (f) ADJ UNCH    1 1
 EV0421
 EV0421.Superseded values are not recommended for survey control.
 EV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0421.See file dsdata.txt to determine how the superseded data were derived.
 EV0421
 EV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT378662(NAD 83)
 EV0421_MARKER: DD = SURVEY DISK
 EV0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0421_SP_SET: CONCRETE POST
 EV0421_STAMPING: 605-7-69
 EV0421_MARK LOGO: CA-065
 EV0421_PROJECTION: PROJECTING 2 CENTIMETERS
 EV0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0421+STABILITY: SURFACE MOTION
 EV0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV0421+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 EV0421
 EV0421  HISTORY     - Date     Condition        Report By
 EV0421  HISTORY     - 1969     MONUMENTED       CA-065
 EV0421  HISTORY     - 1978     GOOD             NGS
 EV0421  HISTORY     - 1983     GOOD             USGS
 EV0421  HISTORY     - 1986     GOOD             NGS
 EV0421  HISTORY     - 20050327 GOOD             USPSQD
 EV0421
 EV0421                          STATION DESCRIPTION
 EV0421
 EV0421'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1969
 EV0421'0.8 MI SW FROM MORONGO VALLEY.
 EV0421'0.8 MILES SOUTHWEST ALONG CALIFORNIA STATE HIGHWAY 62 (29 PALMS
 EV0421'ROAD) FROM THE MORONGO VALLEY POST OFFICE ON PARADISE AVE. 80
 EV0421'FEET NORTHWEST OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AT A
 EV0421'REST AREA, 7 FEET SOUTH OF A DRINKING FOUNTAIN, 1 FOOT EAST OF A
 EV0421'4 FOOT CHAIN LINK GUARD FENCE, 1 FOOT NORTH OF A MARKER POST SET
 EV0421'A BRASS DISK IN THE TOP OF A CONCRETE POST.
 EV0421
 EV0421                          STATION RECOVERY (1978)
 EV0421
 EV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0421'RECOVERED IN GOOD CONDITION.
 EV0421
 EV0421                          STATION RECOVERY (1983)
 EV0421
 EV0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0421'RECOVERED IN GOOD CONDITION.
 EV0421
 EV0421                          STATION RECOVERY (1986)
 EV0421
 EV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EV0421'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.29 KM (0.80
 EV0421'MI) SOUTHWEST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE IN MORONGO
 EV0421'VALLEY, AT A REST AREA TURNOUT, ON THE SOUTH BOUND LANES, 20.0 METERS
 EV0421'(66 FT) NORTHWEST OF THE SOUTH BOUND HIGHWAY CENTERLINE, 3.0 METERS
 EV0421'(9.8 FT) NORTHWEST OF A METAL GUARD RAIL, 0.3 METER (1 FT) SOUTHEAST
 EV0421'OF A CHAIN-LINK FENCE AND 2.0 METERS (6.6 FT) SOUTHWEST OF A HALF
 EV0421'BURIED WATER FOUNTAIN.
 EV0421'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 EV0421'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 EV0421
 EV0421                          STATION RECOVERY (2005)
 EV0421
 EV0421'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0212 ***********************************************************************
 KS0212  DESIGNATION -  6050.1 RM
 KS0212  PID         -  KS0212
 KS0212  STATE/COUNTY-  CA/PLACER
 KS0212  USGS QUAD   -  GRANITE CHIEF (1979)
 KS0212
 KS0212                         *CURRENT SURVEY CONTROL
 KS0212  ___________________________________________________________________
 KS0212* NAD 83(1986)-  39 14 31.     (N)    120 22 00.     (W)     SCALED    
 KS0212* NAVD 88     -      1845.92   (+/-2cm)    6056.2    (feet)  VERTCON   
 KS0212  ___________________________________________________________________
 KS0212  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 KS0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0212
 KS0212.The horizontal coordinates were scaled from a topographic map and have
 KS0212.an estimated accuracy of +/- 6 seconds.
 KS0212
 KS0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0212.The vertical order pertains to the NGVD 29 superseded value.
 KS0212
 KS0212.The geoid height was determined by GEOID03.
 KS0212
 KS0212;                    North         East    Units  Estimated Accuracy
 KS0212;SPC CA 2     -   676,130.    2,140,990.      MT  (+/- 180 meters Scaled)
 KS0212
 KS0212                          SUPERSEDED SURVEY CONTROL
 KS0212
 KS0212  NGVD 29 (??/??/??) 1844.754  (m)         6052.33   (f) ADJUSTED    2 0
 KS0212
 KS0212.Superseded values are not recommended for survey control.
 KS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0212.See file dsdata.txt to determine how the superseded data were derived.
 KS0212
 KS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ272469(NAD 83)
 KS0212_MARKER: Q = CHISELED SQUARE
 KS0212_SETTING: 80 = SET IN A BOULDER
 KS0212_MARK LOGO: USGS  
 KS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0212+STABILITY: SURFACE MOTION
 KS0212
 KS0212  HISTORY     - Date     Condition        Report By
 KS0212  HISTORY     - UNK      MONUMENTED       USGS
 KS0212  HISTORY     - 1952     GOOD             CGS
 KS0212
 KS0212                          STATION DESCRIPTION
 KS0212
 KS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0212'10.4 MI S FROM SODA SPRINGS.
 KS0212'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0212'SODA SPRINGS, THENCE 10.1 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0212'MEADOWS ROAD, AT A SMALL CAMP GROUND, A CHISELED SQUARE CUT IN
 KS0212'THE TOP OF A 3 - BY 1 - FOOT GRANITE BOULDER, 124.3 FEET SOUTHEAST
 KS0212'OF B M J R H 29 (USGS), 24.0 FEET EAST OF THE CENTER LINE OF
 KS0212'THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED WITH
 KS0212'THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0532 ***********************************************************************
 DC0532  DESIGNATION -  606.2 USGS
 DC0532  PID         -  DC0532
 DC0532  STATE/COUNTY-  CA/SAN DIEGO
 DC0532  USGS QUAD   -  EL CAJON (1975)
 DC0532
 DC0532                         *CURRENT SURVEY CONTROL
 DC0532  ___________________________________________________________________
 DC0532* NAD 83(1986)-  32 50 24.     (N)    116 53 34.     (W)     SCALED    
 DC0532* NAVD 88     -       185.42   (+/-2cm)     608.3    (feet)  VERTCON   
 DC0532  ___________________________________________________________________
 DC0532  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DC0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0532
 DC0532.The horizontal coordinates were scaled from a topographic map and have
 DC0532.an estimated accuracy of +/- 6 seconds.
 DC0532
 DC0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0532.The vertical order pertains to the NGVD 29 superseded value.
 DC0532
 DC0532.The geoid height was determined by GEOID03.
 DC0532
 DC0532;                    North         East    Units  Estimated Accuracy
 DC0532;SPC CA 6     -   574,860.    1,939,820.      MT  (+/- 180 meters Scaled)
 DC0532
 DC0532                          SUPERSEDED SURVEY CONTROL
 DC0532
 DC0532  NGVD 29 (??/??/??)  184.790  (m)          606.27   (f) ADJUSTED    2 0
 DC0532
 DC0532.Superseded values are not recommended for survey control.
 DC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0532.See file dsdata.txt to determine how the superseded data were derived.
 DC0532
 DC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS100335(NAD 83)
 DC0532_MARKER: Q = CHISELED SQUARE
 DC0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0532_SP_SET: CULVERT
 DC0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0532
 DC0532  HISTORY     - Date     Condition        Report By
 DC0532  HISTORY     - UNK      MONUMENTED       USGS
 DC0532  HISTORY     - 1944     GOOD             NGS
 DC0532
 DC0532                          STATION DESCRIPTION
 DC0532
 DC0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0532'7.7 MI W FROM ALPINE.
 DC0532'ALONG U.S. HIGHWAY NO. 80, 7.7 MILES WEST OF THE POST OFFICE AT
 DC0532'ALPINE, IN THE NORTHEAST ANGLE FORMED AT THE CROSSING OF HIGHWAY
 DC0532'AND NORTH-SOUTH ROAD AT JOHNSTOWN, ACROSS THE HIGHWAY FROM BENCH
 DC0532'MARK B 737, 53.0 FEET EAST OF CENTER-LINE OF DIRT ROAD, 19.1
 DC0532'FEET NORTH OF CENTER-LINE OF THE HIGHWAY, 4.0 FEET WEST OF
 DC0532'CULVERT WARNING POST BEARING U.S. GEOLOGICAL SURVEY TAG STAMPED
 DC0532'606.2, SET IN THE TOP OF CONCRETE HEADWALL (NORTH) FOR CONCRETE
 DC0532'BOX CULVERT NO. C 295 + 10, A 1-INCH BY 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0206 ***********************************************************************
 KS0206  DESIGNATION -  6068.1
 KS0206  PID         -  KS0206
 KS0206  STATE/COUNTY-  CA/PLACER
 KS0206  USGS QUAD   -  NORDEN (1979)
 KS0206
 KS0206                         *CURRENT SURVEY CONTROL
 KS0206  ___________________________________________________________________
 KS0206* NAD 83(1986)-  39 16 06.     (N)    120 21 34.     (W)     SCALED    
 KS0206* NAVD 88     -      1850.78   (+/-2cm)    6072.1    (feet)  VERTCON   
 KS0206  ___________________________________________________________________
 KS0206  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 KS0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0206
 KS0206.The horizontal coordinates were scaled from a topographic map and have
 KS0206.an estimated accuracy of +/- 6 seconds.
 KS0206
 KS0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0206.The vertical order pertains to the NGVD 29 superseded value.
 KS0206
 KS0206.The geoid height was determined by GEOID03.
 KS0206
 KS0206;                    North         East    Units  Estimated Accuracy
 KS0206;SPC CA 2     -   679,070.    2,141,560.      MT  (+/- 180 meters Scaled)
 KS0206
 KS0206                          SUPERSEDED SURVEY CONTROL
 KS0206
 KS0206  NGVD 29 (??/??/??) 1849.586  (m)         6068.18   (f) ADJUSTED    2 0
 KS0206
 KS0206.Superseded values are not recommended for survey control.
 KS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0206.See file dsdata.txt to determine how the superseded data were derived.
 KS0206
 KS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ278498(NAD 83)
 KS0206_MARKER: N = NAIL
 KS0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0206_SP_SET: TREE
 KS0206_MARK LOGO: USGS  
 KS0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0206
 KS0206  HISTORY     - Date     Condition        Report By
 KS0206  HISTORY     - UNK      MONUMENTED       USGS
 KS0206  HISTORY     - 1952     GOOD             CGS
 KS0206
 KS0206                          STATION DESCRIPTION
 KS0206
 KS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0206'7.5 MI S FROM SODA SPRINGS.
 KS0206'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA
 KS0206'SPRINGS, THENCE 7.25 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0206'MEADOWS ROAD, IN THE TOP OF A ROOT AT THE BASE OF A 70-INCH FIR
 KS0206'TREE, 105.0 FEET SOUTH OF AND ACROSS THE ROAD FROM B M R 869,
 KS0206'9 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0
 KS0206'FOOT HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED BOARD
 KS0206'WITH THE LETTERS AND NUMBERS USBM 6068/1 NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0610 ***********************************************************************
 LT0610  DESIGNATION -  6072
 LT0610  PID         -  LT0610
 LT0610  STATE/COUNTY-  CA/LASSEN
 LT0610  USGS QUAD   -  DIXIE PEAK (1993)
 LT0610
 LT0610                         *CURRENT SURVEY CONTROL
 LT0610  ___________________________________________________________________
 LT0610* NAD 83(1992)-  40 55 01.82764(N)    121 05 35.57316(W)     ADJUSTED  
 LT0610* NAVD 88     -      1853.     (meters)    6079.     (feet)  SCALED    
 LT0610  ___________________________________________________________________
 LT0610  EPOCH DATE  -        1991.35
 LT0610  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 LT0610  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 LT0610  HORZ ORDER  -  SECOND
 LT0610
 LT0610.The horizontal coordinates were established by classical geodetic methods
 LT0610.and adjusted by the National Geodetic Survey in March 1994.
 LT0610.The horizontal coordinates are valid at the epoch date displayed above.
 LT0610.The epoch date for horizontal control is a decimal equivalence
 LT0610.of Year/Month/Day.
 LT0610
 LT0610.The orthometric height was scaled from a topographic map.
 LT0610
 LT0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LT0610
 LT0610.The geoid height was determined by GEOID03.
 LT0610
 LT0610;                    North         East     Units Scale Factor Converg.
 LT0610;SPC CA 1     -   676,260.635 2,076,378.634   MT  0.99989566   +0 35 34.6
 LT0610;SPC CA 1     - 2,218,698.43  6,812,252.24   sFT  0.99989566   +0 35 34.6
 LT0610;UTM  10      - 4,531,313.006   660,568.406   MT  0.99991733   +1 14 56.9
 LT0610
 LT0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LT0610!SPC CA 1     -   0.99971305  x   0.99989566  =   0.99960874
 LT0610!UTM  10      -   0.99971305  x   0.99991733  =   0.99963040
 LT0610
 LT0610                          SUPERSEDED SURVEY CONTROL
 LT0610
 LT0610  NAD 83(1986)-  40 55 01.83413(N)    121 05 35.58657(W) AD(1984.00) 2
 LT0610  NAD 27      -  40 55 02.23300(N)    121 05 31.70400(W) AD(       ) 2
 LT0610
 LT0610.Superseded values are not recommended for survey control.
 LT0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LT0610.See file dsdata.txt to determine how the superseded data were derived.
 LT0610
 LT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL6056831313(NAD 83)
 LT0610
 LT0610  HISTORY     - Date     Condition        Report By
 LT0610  HISTORY     - 1948     MONUMENTED       CGS
 LT0610
 LT0610                          STATION DESCRIPTION
 LT0610
 LT0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 LT0610'SEE STATION DIXIE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0654 ***********************************************************************
 JR0654  DESIGNATION -  6076
 JR0654  PID         -  JR0654
 JR0654  STATE/COUNTY-  CA/TUOLUMNE
 JR0654  USGS QUAD   -  DARDANELLE (1979)
 JR0654
 JR0654                         *CURRENT SURVEY CONTROL
 JR0654  ___________________________________________________________________
 JR0654* NAD 83(1986)-  38 20 26.     (N)    119 46 52.     (W)     SCALED    
 JR0654* NAVD 88     -      1854.20   (+/-2cm)    6083.3    (feet)  VERTCON   
 JR0654  ___________________________________________________________________
 JR0654  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 JR0654  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0654
 JR0654.The horizontal coordinates were scaled from a topographic map and have
 JR0654.an estimated accuracy of +/- 6 seconds.
 JR0654
 JR0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0654.The vertical order pertains to the NGVD 29 superseded value.
 JR0654
 JR0654.The geoid height was determined by GEOID03.
 JR0654
 JR0654;                    North         East    Units  Estimated Accuracy
 JR0654;SPC CA 3     -   704,510.    2,062,850.      MT  (+/- 180 meters Scaled)
 JR0654
 JR0654                          SUPERSEDED SURVEY CONTROL
 JR0654
 JR0654  NGVD 29 (??/??/92) 1852.84   (m)         6078.9    (f) COMPUTED    1 2
 JR0654
 JR0654.Superseded values are not recommended for survey control.
 JR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0654.See file dsdata.txt to determine how the superseded data were derived.
 JR0654
 JR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC569472(NAD 83)
 JR0654_MARKER: DD = SURVEY DISK
 JR0654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0654_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0654_STAMPING: 6079.263
 JR0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0654
 JR0654  HISTORY     - Date     Condition        Report By
 JR0654  HISTORY     - UNK      MONUMENTED       USGS
 JR0654  HISTORY     - 1957     MARK NOT FOUND   NGS
 JR0654
 JR0654                          STATION DESCRIPTION
 JR0654
 JR0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0654'2.8 MI E FROM DARDANELLE.
 JR0654'0.6 MILE WEST OF DOUGLAS LODGE, 35 FEET NORTH OF THE CENTERLINE
 JR0654'OF THE HIGHWAY, AND 9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JR0654'OLD DOUGLAS RANCH HOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JR0654'CAP, STAMPED 6079.263 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 JR0654'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2633 ***********************************************************************
 EV2633  DESIGNATION -  6076.89
 EV2633  PID         -  EV2633
 EV2633  STATE/COUNTY-  CA/LOS ANGELES
 EV2633  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2633
 EV2633                         *CURRENT SURVEY CONTROL
 EV2633  ___________________________________________________________________
 EV2633* NAD 83(1986)-  34 20 02.     (N)    117 51 16.     (W)     SCALED    
 EV2633* NAVD 88     -      1853.59   (+/-2cm)    6081.3    (feet)  VERTCON   
 EV2633  ___________________________________________________________________
 EV2633  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 EV2633  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2633
 EV2633.The horizontal coordinates were scaled from a topographic map and have
 EV2633.an estimated accuracy of +/- 6 seconds.
 EV2633
 EV2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2633.The vertical order pertains to the NGVD 29 superseded value.
 EV2633
 EV2633.The geoid height was determined by GEOID03.
 EV2633
 EV2633;                    North         East    Units  Estimated Accuracy
 EV2633;SPC CA 5     -   592,510.    2,013,390.      MT  (+/- 180 meters Scaled)
 EV2633
 EV2633                          SUPERSEDED SURVEY CONTROL
 EV2633
 EV2633  NGVD 29 (??/??/92) 1852.56   (m)         6077.9    (f) COMPUTED    1 1
 EV2633
 EV2633.Superseded values are not recommended for survey control.
 EV2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2633.See file dsdata.txt to determine how the superseded data were derived.
 EV2633
 EV2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT214995(NAD 83)
 EV2633_MARKER: DD = SURVEY DISK
 EV2633_SETTING: 0 = UNSPECIFIED SETTING
 EV2633_STAMPING: 6076.89
 EV2633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2633
 EV2633  HISTORY     - Date     Condition        Report By
 EV2633  HISTORY     - UNK      MONUMENTED       CADH
 EV2633  HISTORY     - 1971     GOOD             NGS
 EV2633
 EV2633                          STATION DESCRIPTION
 EV2633
 EV2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2633'27 MI N FROM AZUSA.
 EV2633'27.05 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,
 EV2633'TOPEKA AND SANTA FE RAILWAY STATION AT AZUSA, 0.05 MILE NORTH
 EV2633'OF HIGHWAY STATION MARKED B-121+76, IN THE TOP AND 9.5 FEET SOUTH
 EV2633'OF THE NORTH END OF A 63-FOOT LONG MASONRY RETAINING WALL, 20 1/2
 EV2633'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 EV2633'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1103 ***********************************************************************
 MX1103  DESIGNATION -  6093
 MX1103  PID         -  MX1103
 MX1103  STATE/COUNTY-  CA/SISKIYOU
 MX1103  USGS QUAD   -  DUZEL ROCK (1984)
 MX1103
 MX1103                         *CURRENT SURVEY CONTROL
 MX1103  ___________________________________________________________________
 MX1103* NAD 83(1992)-  41 35 37.38445(N)    122 38 22.53792(W)     ADJUSTED  
 MX1103* NAVD 88     -      1858.     (meters)    6096.     (feet)  SCALED    
 MX1103  ___________________________________________________________________
 MX1103  EPOCH DATE  -        1991.35
 MX1103  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 MX1103  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 MX1103  HORZ ORDER  -  SECOND
 MX1103
 MX1103.The horizontal coordinates were established by classical geodetic methods
 MX1103.and adjusted by the National Geodetic Survey in March 1994.
 MX1103.The horizontal coordinates are valid at the epoch date displayed above.
 MX1103.The epoch date for horizontal control is a decimal equivalence
 MX1103.of Year/Month/Day.
 MX1103
 MX1103.The orthometric height was scaled from a topographic map.
 MX1103
 MX1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1103
 MX1103.The geoid height was determined by GEOID03.
 MX1103
 MX1103;                    North         East     Units Scale Factor Converg.
 MX1103;SPC CA 1     -   751,190.733 1,946,674.843   MT  0.99998229   -0 25 05.6
 MX1103;SPC CA 1     - 2,464,531.60  6,386,715.71   sFT  0.99998229   -0 25 05.6
 MX1103;UTM  10      - 4,604,731.504   530,037.111   MT  0.99961110   +0 14 21.3
 MX1103
 MX1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1103!SPC CA 1     -   0.99971232  x   0.99998229  =   0.99969462
 MX1103!UTM  10      -   0.99971232  x   0.99961110  =   0.99932354
 MX1103
 MX1103                          SUPERSEDED SURVEY CONTROL
 MX1103
 MX1103  NAD 83(1986)-  41 35 37.37597(N)    122 38 22.54536(W) AD(1984.00) 2
 MX1103  NAD 27      -  41 35 37.85820(N)    122 38 18.45000(W) AD(       ) 2
 MX1103
 MX1103.Superseded values are not recommended for survey control.
 MX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1103.See file dsdata.txt to determine how the superseded data were derived.
 MX1103
 MX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM3003704732(NAD 83)
 MX1103
 MX1103  HISTORY     - Date     Condition        Report By
 MX1103  HISTORY     - 1952     MONUMENTED       CGS
 MX1103
 MX1103                          STATION DESCRIPTION
 MX1103
 MX1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1103'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTH OF YREKA,
 MX1103'8 MILES NORTHWEST OF GAZELLE, ON THE HIGHEST PART OF ANTELOPE
 MX1103'MOUNTAIN.
 MX1103'
 MX1103'THE MARK IS A STANDARD BENCH MARK OF THE U.S. GEOLOGICAL
 MX1103'SURVEY STAMPED VABM 6093 AND IS SET IN A DRILL HOLE IN OUTCROPPING
 MX1103'BEDROCK.  IT IS 5.900 FEET, 1.798 METERS WEST SOUTHWEST OF
 MX1103'STATION ANTELOPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0421 ***********************************************************************
 HR0421  DESIGNATION -  61
 HR0421  PID         -  HR0421
 HR0421  STATE/COUNTY-  CA/MARIPOSA
 HR0421  USGS QUAD   -  FISH CAMP (1990)
 HR0421
 HR0421                         *CURRENT SURVEY CONTROL
 HR0421  ___________________________________________________________________
 HR0421* NAD 83(1986)-  37 26 58.     (N)    119 38 59.     (W)     SCALED    
 HR0421* NAVD 88     -      1456.60   (+/-2cm)    4778.9    (feet)  VERTCON   
 HR0421  ___________________________________________________________________
 HR0421  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 HR0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0421
 HR0421.The horizontal coordinates were scaled from a topographic map and have
 HR0421.an estimated accuracy of +/- 6 seconds.
 HR0421
 HR0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0421.The vertical order pertains to the NGVD 29 superseded value.
 HR0421
 HR0421.The geoid height was determined by GEOID03.
 HR0421
 HR0421;                    North         East    Units  Estimated Accuracy
 HR0421;SPC CA 3     -   605,710.    2,075,230.      MT  (+/- 180 meters Scaled)
 HR0421
 HR0421                          SUPERSEDED SURVEY CONTROL
 HR0421
 HR0421  NGVD 29 (??/??/92) 1455.585  (m)         4775.53   (f) ADJ UNCH    2 0
 HR0421
 HR0421.Superseded values are not recommended for survey control.
 HR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0421.See file dsdata.txt to determine how the superseded data were derived.
 HR0421
 HR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB656480(NAD 83)
 HR0421_MARKER: DD = SURVEY DISK
 HR0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0421_STAMPING: 61
 HR0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0421+STABILITY: SURFACE MOTION
 HR0421
 HR0421  HISTORY     - Date     Condition        Report By
 HR0421  HISTORY     - UNK      MONUMENTED       USFS
 HR0421  HISTORY     - 1943     GOOD             NGS
 HR0421
 HR0421                          STATION DESCRIPTION
 HR0421
 HR0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0421'AT MIAMI RANGER STATION.
 HR0421'AT MIAMI RANGER STATION, MARIPOSA COUNTY, ON STATE HIGHWAY 41, 112
 HR0421'FEET SOUTHEAST OF THE OFFICE BUILDING, 75 FEET SOUTHWEST OF THE
 HR0421'RANGERS HOUSE, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT
 HR0421'THE STONE STEPS LEADING FROM THE SMALL PARKING AREA TO THE WALK
 HR0421'LEADING TO THE HOUSE, 6 INCHES FROM THE INSIDE CORNER OF THE ROCK
 HR0421'WALL BORDERING THE STEPS, AND ABOUT 2 INCHES UNDER GROUND.  A
 HR0421'UNITED STATES FOREST SERVICE STANDARD DISK, STAMPED 61 AND SET IN
 HR0421'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9162 ***********************************************************************
 JT9162  DESIGNATION -  61 A
 JT9162  PID         -  JT9162
 JT9162  STATE/COUNTY-  CA/NAPA
 JT9162  USGS QUAD   -  NAPA (1980)
 JT9162
 JT9162                         *CURRENT SURVEY CONTROL
 JT9162  ___________________________________________________________________
 JT9162* NAD 83(1986)-  38 18 42.     (N)    122 18 10.     (W)     SCALED    
 JT9162* NAVD 88     -        18.14   (+/-2cm)      59.5    (feet)  VERTCON   
 JT9162  ___________________________________________________________________
 JT9162  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9162  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9162
 JT9162.The horizontal coordinates were scaled from a topographic map and have
 JT9162.an estimated accuracy of +/- 6 seconds.
 JT9162
 JT9162.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9162.The vertical order pertains to the NGVD 29 superseded value.
 JT9162
 JT9162.The geoid height was determined by GEOID03.
 JT9162
 JT9162;                    North         East    Units  Estimated Accuracy
 JT9162;SPC CA 2     -   571,640.    1,973,520.      MT  (+/- 180 meters Scaled)
 JT9162
 JT9162                          SUPERSEDED SURVEY CONTROL
 JT9162
 JT9162  NGVD 29 (??/??/92)   17.35   (m)           56.9    (f) COMPUTED    2 2
 JT9162
 JT9162.Superseded values are not recommended for survey control.
 JT9162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9162.See file dsdata.txt to determine how the superseded data were derived.
 JT9162
 JT9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH609406(NAD 83)
 JT9162_MARKER: DD = SURVEY DISK
 JT9162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9162_SP_SET: CONCRETE POST
 JT9162_MARK LOGO: CA2330
 JT9162_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9162+STABILITY: SURFACE MOTION
 JT9162
 JT9162  HISTORY     - Date     Condition        Report By
 JT9162  HISTORY     - 1971     MONUMENTED       CA2330
 JT9162
 JT9162                          STATION DESCRIPTION
 JT9162
 JT9162'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9162'ALONG CALIFORNIA BLVD., 5 FT (1.5 M) SOUTH OF CENTERLINE OF PARK
 JT9162'AVENUE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0418 ***********************************************************************
 HR0418  DESIGNATION -  61 B
 HR0418  PID         -  HR0418
 HR0418  STATE/COUNTY-  CA/MARIPOSA
 HR0418  USGS QUAD   -  FISH CAMP (1990)
 HR0418
 HR0418                         *CURRENT SURVEY CONTROL
 HR0418  ___________________________________________________________________
 HR0418* NAD 83(1986)-  37 28 46.     (N)    119 38 14.     (W)     SCALED    
 HR0418* NAVD 88     -      1519.56   (+/-2cm)    4985.4    (feet)  VERTCON   
 HR0418  ___________________________________________________________________
 HR0418  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 HR0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0418
 HR0418.The horizontal coordinates were scaled from a topographic map and have
 HR0418.an estimated accuracy of +/- 6 seconds.
 HR0418
 HR0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0418.The vertical order pertains to the NGVD 29 superseded value.
 HR0418
 HR0418.The geoid height was determined by GEOID03.
 HR0418
 HR0418;                    North         East    Units  Estimated Accuracy
 HR0418;SPC CA 3     -   609,050.    2,076,310.      MT  (+/- 180 meters Scaled)
 HR0418
 HR0418                          SUPERSEDED SURVEY CONTROL
 HR0418
 HR0418  NGVD 29 (??/??/92) 1518.502  (m)         4981.95   (f) ADJ UNCH    2 0
 HR0418
 HR0418.Superseded values are not recommended for survey control.
 HR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0418.See file dsdata.txt to determine how the superseded data were derived.
 HR0418
 HR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB668513(NAD 83)
 HR0418_MARKER: DD = SURVEY DISK
 HR0418_SETTING: 66 = SET IN ROCK OUTCROP
 HR0418_SP_SET: ROCK OUTCROP
 HR0418_STAMPING: 4982 61 B 134
 HR0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0418+STABILITY: POSITION/ELEVATION WELL
 HR0418
 HR0418  HISTORY     - Date     Condition        Report By
 HR0418  HISTORY     - UNK      MONUMENTED       USGS
 HR0418  HISTORY     - 1943     GOOD             NGS
 HR0418
 HR0418                          STATION DESCRIPTION
 HR0418
 HR0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0418'2.4 MI S FROM SOUTH GATE RANGER STATION.
 HR0418'2.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM SOUTH GATE RANGER
 HR0418'STATION, YOSEMITE NATIONAL PARK, MARIPOSA COUNTY, AT FISH CAMP,
 HR0418'95 FEET SOUTH OF THE BIG CREEK CROSSING, 40 FEET SOUTH OF THE
 HR0418'CREEK, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 HR0418'TOP OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HR0418'DISK, STAMPED 4982 61 B 134.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9163 ***********************************************************************
 JT9163  DESIGNATION -  61 B
 JT9163  PID         -  JT9163
 JT9163  STATE/COUNTY-  CA/NAPA
 JT9163  USGS QUAD   -  NAPA (1980)
 JT9163
 JT9163                         *CURRENT SURVEY CONTROL
 JT9163  ___________________________________________________________________
 JT9163* NAD 83(1986)-  38 18 48.     (N)    122 17 58.     (W)     SCALED    
 JT9163* NAVD 88     -        17.08   (+/-2cm)      56.0    (feet)  VERTCON   
 JT9163  ___________________________________________________________________
 JT9163  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9163  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9163
 JT9163.The horizontal coordinates were scaled from a topographic map and have
 JT9163.an estimated accuracy of +/- 6 seconds.
 JT9163
 JT9163.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9163.The vertical order pertains to the NGVD 29 superseded value.
 JT9163
 JT9163.The geoid height was determined by GEOID03.
 JT9163
 JT9163;                    North         East    Units  Estimated Accuracy
 JT9163;SPC CA 2     -   571,830.    1,973,810.      MT  (+/- 180 meters Scaled)
 JT9163
 JT9163                          SUPERSEDED SURVEY CONTROL
 JT9163
 JT9163  NGVD 29 (??/??/92)   16.30   (m)           53.5    (f) COMPUTED    2 2
 JT9163
 JT9163.Superseded values are not recommended for survey control.
 JT9163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9163.See file dsdata.txt to determine how the superseded data were derived.
 JT9163
 JT9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612408(NAD 83)
 JT9163_MARKER: DD = SURVEY DISK
 JT9163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9163_SP_SET: CONCRETE POST
 JT9163_MARK LOGO: CA2330
 JT9163_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9163+STABILITY: SURFACE MOTION
 JT9163
 JT9163  HISTORY     - Date     Condition        Report By
 JT9163  HISTORY     - 1971     MONUMENTED       CA2330
 JT9163
 JT9163                          STATION DESCRIPTION
 JT9163
 JT9163'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9163'AT INTERSECTION OF PARK AVENUE AND MARIN, 5 FEET BY 10 FT (3.0 M)
 JT9163'SOUTHWEST A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1829 ***********************************************************************
 DX1829  DESIGNATION -  61 DPW
 DX1829  PID         -  DX1829
 DX1829  STATE/COUNTY-  CA/ORANGE
 DX1829  USGS QUAD   -  EL TORO (1982)
 DX1829
 DX1829                         *CURRENT SURVEY CONTROL
 DX1829  ___________________________________________________________________
 DX1829* NAD 83(1986)-  33 40 31.     (N)    117 42 59.     (W)     SCALED    
 DX1829* NAVD 88     -       123.41   (+/-2cm)     404.9    (feet)  VERTCON   
 DX1829  ___________________________________________________________________
 DX1829  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DX1829  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1829
 DX1829.The horizontal coordinates were scaled from a topographic map and have
 DX1829.an estimated accuracy of +/- 6 seconds.
 DX1829
 DX1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1829.The vertical order pertains to the NGVD 29 superseded value.
 DX1829
 DX1829.The geoid height was determined by GEOID03.
 DX1829
 DX1829;                    North         East    Units  Estimated Accuracy
 DX1829;SPC CA 6     -   668,270.    1,864,020.      MT  (+/- 180 meters Scaled)
 DX1829
 DX1829                          SUPERSEDED SURVEY CONTROL
 DX1829
 DX1829  NGVD 29 (??/??/??)  122.689  (m)          402.52   (f) ADJUSTED    1 2
 DX1829
 DX1829.Superseded values are not recommended for survey control.
 DX1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1829.See file dsdata.txt to determine how the superseded data were derived.
 DX1829
 DX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT335263(NAD 83)
 DX1829_MARKER: P = PIPE CAP
 DX1829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1829
 DX1829  HISTORY     - Date     Condition        Report By
 DX1829  HISTORY     - UNK      MONUMENTED       CADPW
 DX1829  HISTORY     - 1955     GOOD             NGS
 DX1829
 DX1829                          STATION DESCRIPTION
 DX1829
 DX1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1829'AT EL TORO MCAS.
 DX1829'AT EL TORO MARINE CORPS AIR STATION, 0.3 MILE SOUTHEAST ALONG
 DX1829'J STREET FROM BENCH MARK C 749, 62 1/2 FEET SOUTHEAST OF THE
 DX1829'SOUTHEAST END OF A BRIDGE (MEASURED FROM THE CENTER LINE OF THE
 DX1829'STREET), 1.0 FOOT NORTHEAST OF THE CENTER LINE OF THE STREET,
 DX1829'AND FLUSH WITH THE BLACK TOP OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4877 ***********************************************************************
 EW4877  DESIGNATION -  61 F 59 CAHD
 EW4877  PID         -  EW4877
 EW4877  STATE/COUNTY-  CA/LOS ANGELES
 EW4877  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4877
 EW4877                         *CURRENT SURVEY CONTROL
 EW4877  ___________________________________________________________________
 EW4877* NAD 83(1986)-  34 20 26.     (N)    118 31 09.     (W)     SCALED    
 EW4877* NAVD 88     -       530.72   (+/-2cm)    1741.2    (feet)  VERTCON   
 EW4877  ___________________________________________________________________
 EW4877  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EW4877  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4877
 EW4877.The horizontal coordinates were scaled from a topographic map and have
 EW4877.an estimated accuracy of +/- 6 seconds.
 EW4877
 EW4877.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4877.The vertical order pertains to the NGVD 29 superseded value.
 EW4877
 EW4877.The geoid height was determined by GEOID03.
 EW4877
 EW4877;                    North         East    Units  Estimated Accuracy
 EW4877;SPC CA 5     -   593,360.    1,952,230.      MT  (+/- 180 meters Scaled)
 EW4877
 EW4877                          SUPERSEDED SURVEY CONTROL
 EW4877
 EW4877  NGVD 29 (??/??/92)  529.881  (m)         1738.45   (f) ADJ UNCH    1 2
 EW4877
 EW4877.Superseded values are not recommended for survey control.
 EW4877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4877.See file dsdata.txt to determine how the superseded data were derived.
 EW4877
 EW4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU602009(NAD 83)
 EW4877_MARKER: DD = SURVEY DISK
 EW4877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4877+STABILITY: SURFACE MOTION
 EW4877
 EW4877  HISTORY     - Date     Condition        Report By
 EW4877  HISTORY     - UNK      MONUMENTED       CADH
 EW4877  HISTORY     - 1968     GOOD
 EW4877
 EW4877                          STATION DESCRIPTION
 EW4877
 EW4877'DESCRIBED 1968
 EW4877'NEAR NEWHALL.
 EW4877'GOLDEN STATE HIGHWAY-- 3.5 MILES SOUTHEAST OF JUNCTION OF LYONS
 EW4877'AVENUE AND GOLDEN STATE FREEWAY, 0.92 MILES NORTHERLY FROM
 EW4877'SIERRA HIGHWAY, IN ABANDONED RIGHT OF WAY OF FORMER GOLDEN STATE
 EW4877'HIGHWAY, ON ORIGINAL CENTER LINE B.C. AT STATION 61+53.51, 0.20
 EW4877'MILES SOUTHERLY FROM BRIDGE NO. 53-1796 (OVER GOLDEN STATE
 EW4877'FREEWAY).  120 FEET EASTERLY OF EASTERLY EDGE OF PAVEMENT IN
 EW4877'FREEWAY AND 12.5 FEET EASTERLY OF SOUTHERLY PROLONGATION OF
 EW4877'EASTERLY FREEWAY FENCE LINE.  IN TOP OF IRREGULAR CONCRETE
 EW4877'POST, 10 INCHES BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1421 ***********************************************************************
 JT1421  DESIGNATION -  61 M
 JT1421  PID         -  JT1421
 JT1421  STATE/COUNTY-  CA/SONOMA
 JT1421  USGS QUAD   -  BODEGA HEAD (1972)
 JT1421
 JT1421                         *CURRENT SURVEY CONTROL
 JT1421  ___________________________________________________________________
 JT1421* NAD 83(1986)-  38 20 27.     (N)    123 02 52.     (W)     SCALED    
 JT1421* NAVD 88     -        43.34   (+/-2cm)     142.2    (feet)  VERTCON   
 JT1421  ___________________________________________________________________
 JT1421  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JT1421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1421
 JT1421.The horizontal coordinates were scaled from a topographic map and have
 JT1421.an estimated accuracy of +/- 6 seconds.
 JT1421
 JT1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1421.The vertical order pertains to the NGVD 29 superseded value.
 JT1421
 JT1421.The geoid height was determined by GEOID03.
 JT1421
 JT1421;                    North         East    Units  Estimated Accuracy
 JT1421;SPC CA 2     -   575,370.    1,908,400.      MT  (+/- 180 meters Scaled)
 JT1421
 JT1421                          SUPERSEDED SURVEY CONTROL
 JT1421
 JT1421  NGVD 29 (??/??/92)   42.49   (m)          139.4    (f) COMPUTED    2 0
 JT1421
 JT1421.Superseded values are not recommended for survey control.
 JT1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1421.See file dsdata.txt to determine how the superseded data were derived.
 JT1421
 JT1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH958436(NAD 83)
 JT1421_MARKER: DD = SURVEY DISK
 JT1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1421_STAMPING: 61 M 138 1933
 JT1421_MARK LOGO: USGS  
 JT1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1421+STABILITY: SURFACE MOTION
 JT1421
 JT1421  HISTORY     - Date     Condition        Report By
 JT1421  HISTORY     - 1933     MONUMENTED       USGS
 JT1421  HISTORY     - 1935     GOOD             CGS
 JT1421
 JT1421                          STATION DESCRIPTION
 JT1421
 JT1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1421'0.8 MI NW FROM BODEGA BAY.
 JT1421'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM BODEGA BAY,
 JT1421'SONOMA COUNTY, AT A ROAD INTERSECTION, 33 FEET NORTHEAST OF THE
 JT1421'CENTERLINE OF THE HIGHWAY, 18 FEET NORTHWEST OF THE CENTERLINE
 JT1421'OF THE PAVED CROSS ROAD 7 FEET NORTHEAST OF A HIGHWAY STOP SIGN,
 JT1421'1 FOOT SOUTHEAST OF A FENCE, AND NEAR A WHITE WOODEN WITNESS
 JT1421'POST.  A STANDARD DISK, STAMPED---61 M 138 1933---, AND SET IN THE
 JT1421'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1575 ***********************************************************************
 JS1575  DESIGNATION -  61 USE
 JS1575  PID         -  JS1575
 JS1575  STATE/COUNTY-  CA/SACRAMENTO
 JS1575  USGS QUAD   -  COURTLAND (1993)
 JS1575
 JS1575                         *CURRENT SURVEY CONTROL
 JS1575  ___________________________________________________________________
 JS1575* NAD 83(1986)-  38 19 05.     (N)    121 34 44.     (W)     SCALED    
 JS1575* NAVD 88     -         7.70   (+/-2cm)      25.3    (feet)  VERTCON   
 JS1575  ___________________________________________________________________
 JS1575  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JS1575  VERT ORDER  -  THIRD (See Below)
 JS1575
 JS1575.The horizontal coordinates were scaled from a topographic map and have
 JS1575.an estimated accuracy of +/- 6 seconds.
 JS1575
 JS1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1575.The vertical order pertains to the NGVD 29 superseded value.
 JS1575
 JS1575.The geoid height was determined by GEOID03.
 JS1575
 JS1575;                    North         East    Units  Estimated Accuracy
 JS1575;SPC CA 2     -   572,390.    2,036,830.      MT  (+/- 180 meters Scaled)
 JS1575
 JS1575                          SUPERSEDED SURVEY CONTROL
 JS1575
 JS1575  NGVD 29 (??/??/??)    6.95   (m)           22.8    (f) RESET       3  
 JS1575
 JS1575.Superseded values are not recommended for survey control.
 JS1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1575.See file dsdata.txt to determine how the superseded data were derived.
 JS1575
 JS1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH242420(NAD 83)
 JS1575_MARKER: DD = SURVEY DISK
 JS1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1575_SP_SET: PIER
 JS1575_STAMPING: 61 26.14
 JS1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1575
 JS1575  HISTORY     - Date     Condition        Report By
 JS1575  HISTORY     - UNK      MONUMENTED       DOD
 JS1575  HISTORY     - 1950     GOOD             NGS
 JS1575  HISTORY     - 1967     GOOD             NGS
 JS1575
 JS1575                          STATION DESCRIPTION
 JS1575
 JS1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JS1575'7 MI NW FROM WALNUT GROVE.
 JS1575'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1575'WALNUT GROVE, THENCE 6.8 MILES NORTHWEST ALONG STATE HIGHWAY
 JS1575'24, AT THE PAINTERSVILLE BRIDGE OVER THE SACRAMENTO RIVER,
 JS1575'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE PIER, 12.0 FEET
 JS1575'SOUTH OF THE CENTER OF THE BRIDGE, AND ABOUT 4.0 FEET LOWER THAN
 JS1575'THE FLOOR OF THE BRIDGE.
 JS1575
 JS1575                          STATION RECOVERY (1967)
 JS1575
 JS1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2595 ***********************************************************************
 GU2595  DESIGNATION -  61 WLS USGS
 GU2595  PID         -  GU2595
 GU2595  STATE/COUNTY-  CA/SAN BENITO
 GU2595  USGS QUAD   -  HOLLISTER (1995)
 GU2595
 GU2595                         *CURRENT SURVEY CONTROL
 GU2595  ___________________________________________________________________
 GU2595* NAD 83(1986)-  36 49 10.     (N)    121 23 17.     (W)     SCALED    
 GU2595* NAVD 88     -       105.50   (+/-2cm)     346.1    (feet)  VERTCON   
 GU2595  ___________________________________________________________________
 GU2595  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 GU2595  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU2595
 GU2595.The horizontal coordinates were scaled from a topographic map and have
 GU2595.an estimated accuracy of +/- 6 seconds.
 GU2595
 GU2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2595.The vertical order pertains to the NGVD 29 superseded value.
 GU2595
 GU2595.The geoid height was determined by GEOID03.
 GU2595
 GU2595;                    North         East    Units  Estimated Accuracy
 GU2595;SPC CA 4     -   667,550.    1,786,970.      MT  (+/- 180 meters Scaled)
 GU2595
 GU2595                          SUPERSEDED SURVEY CONTROL
 GU2595
 GU2595  NGVD 29 (??/??/92)  104.619  (m)          343.24   (f) ADJ UNCH    1 1
 GU2595
 GU2595.Superseded values are not recommended for survey control.
 GU2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2595.See file dsdata.txt to determine how the superseded data were derived.
 GU2595
 GU2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF437760(NAD 83)
 GU2595_MARKER: DD = SURVEY DISK
 GU2595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2595_SP_SET: CONCRETE MONUMENT
 GU2595_STAMPING: 61 WLS 344 1953
 GU2595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2595
 GU2595  HISTORY     - Date     Condition        Report By
 GU2595  HISTORY     - 1953     MONUMENTED       USGS
 GU2595  HISTORY     - 1967     GOOD             NGS
 GU2595
 GU2595                          STATION DESCRIPTION
 GU2595
 GU2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU2595'3.1 MI S FROM HOLLISTER.
 GU2595'0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY
 GU2595'COURTHOUSE IN HOLLISTER, THENCE 0.65 MILE EAST ALONG NASH ROAD,
 GU2595'THENCE 1.65 MILES SOUTH ALONG SOUTHSIDE ROAD, AT THE JUNCTION
 GU2595'OF SOUTHSIDE AND HOSPITAL ROAD, 32 YARDS NORTH OF A PAVED PRIVATE
 GU2595'ROAD LEADING EAST, 25 FEET EAST OF THE CENTER OF SOUTHSIDE RD.,
 GU2595'4 FEET SOUTH OF POWER POLE 9, 3 FEET EAST OF A STREET SIGN POST,
 GU2595'ABOUT 2 FEET ABOVE THE LEVEL OF SOUTHSIDE RD., AND SET IN THE
 GU2595'LOWER PORTION OF A 4-FOOT HIGH, L-SHAPED CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0742 ***********************************************************************
 DZ0742  DESIGNATION -  61.03
 DZ0742  PID         -  DZ0742
 DZ0742  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0742  USGS QUAD   -  SURF (1974)
 DZ0742
 DZ0742                         *CURRENT SURVEY CONTROL
 DZ0742  ___________________________________________________________________
 DZ0742* NAD 83(1986)-  34 38 42.     (N)    120 31 12.     (W)     SCALED    
 DZ0742* NAVD 88     -        19.21   (+/-2cm)      63.0    (feet)  VERTCON   
 DZ0742  ___________________________________________________________________
 DZ0742  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DZ0742  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0742
 DZ0742.The horizontal coordinates were scaled from a topographic map and have
 DZ0742.an estimated accuracy of +/- 6 seconds.
 DZ0742
 DZ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0742.The vertical order pertains to the NGVD 29 superseded value.
 DZ0742
 DZ0742.The geoid height was determined by GEOID03.
 DZ0742
 DZ0742;                    North         East    Units  Estimated Accuracy
 DZ0742;SPC CA 5     -   629,900.    1,769,010.      MT  (+/- 180 meters Scaled)
 DZ0742
 DZ0742                          SUPERSEDED SURVEY CONTROL
 DZ0742
 DZ0742  NGVD 29 (??/??/92)   18.436  (m)           60.49   (f) ADJ UNCH    1 2
 DZ0742
 DZ0742.Superseded values are not recommended for survey control.
 DZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0742.See file dsdata.txt to determine how the superseded data were derived.
 DZ0742
 DZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD273364(NAD 83)
 DZ0742_MARKER: DD = SURVEY DISK
 DZ0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DZ0742_SP_SET: CULVERT
 DZ0742_STAMPING: SBCO RD DEPT BM EL 61.03 RE 6995
 DZ0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0742
 DZ0742  HISTORY     - Date     Condition        Report By
 DZ0742  HISTORY     - UNK      MONUMENTED       CA-083
 DZ0742  HISTORY     - 1956     GOOD             NGS
 DZ0742  HISTORY     - 19890209 MARK NOT FOUND   NGS
 DZ0742
 DZ0742                          STATION DESCRIPTION
 DZ0742
 DZ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0742'3.6 MI W FROM LOMPOC.
 DZ0742'3.6 MILES WEST ALONG STATE HIGHWAY 150 FROM THE BANK OF AMERICA
 DZ0742'AT LOMPOC, AT THE Y JUNCTION OF DEWOLFE AVENUE LEADING NORTH, AT
 DZ0742'A 9- BY 1 1/2-FOOT CONCRETE CULVERT, IN THE TOP OF THE WEST END
 DZ0742'OF THE NORTH CONCRETE HEAD WALL, 36 FEET WEST OF THE CENTER LINE
 DZ0742'OF THE AVENUE, 11.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DZ0742'AND ABOUT LEVEL WITH THE HIGHWAY.
 DZ0742
 DZ0742                          STATION RECOVERY (1989)
 DZ0742
 DZ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2498 ***********************************************************************
 HS2498  DESIGNATION -  61.06 USBR
 HS2498  PID         -  HS2498
 HS2498  STATE/COUNTY-  CA/MERCED
 HS2498  USGS QUAD   -  HOWARD RANCH (1971)
 HS2498
 HS2498                         *CURRENT SURVEY CONTROL
 HS2498  ___________________________________________________________________
 HS2498* NAD 83(1986)-  37 12 11.     (N)    121 04 04.     (W)     SCALED    
 HS2498* NAVD 88     -        55.57   (+/-2cm)     182.3    (feet)  VERTCON   
 HS2498  ___________________________________________________________________
 HS2498  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HS2498  VERT ORDER  -  THIRD (See Below)
 HS2498
 HS2498.The horizontal coordinates were scaled from a topographic map and have
 HS2498.an estimated accuracy of +/- 6 seconds.
 HS2498
 HS2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2498.The vertical order pertains to the NGVD 29 superseded value.
 HS2498
 HS2498.The geoid height was determined by GEOID03.
 HS2498
 HS2498;                    North         East    Units  Estimated Accuracy
 HS2498;SPC CA 3     -   578,180.    1,949,600.      MT  (+/- 180 meters Scaled)
 HS2498
 HS2498                          SUPERSEDED SURVEY CONTROL
 HS2498
 HS2498  NGVD 29 (??/??/??)   54.76   (m)          179.7    (f) RESET       3  
 HS2498
 HS2498.Superseded values are not recommended for survey control.
 HS2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2498.See file dsdata.txt to determine how the superseded data were derived.
 HS2498
 HS2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG714191(NAD 83)
 HS2498_MARKER: DD = SURVEY DISK
 HS2498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2498_SP_SET: BRIDGE CURB
 HS2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2498
 HS2498  HISTORY     - Date     Condition        Report By
 HS2498  HISTORY     - UNK      MONUMENTED       BOR
 HS2498  HISTORY     - 1961     GOOD             NGS
 HS2498  HISTORY     - 1965     GOOD             NGS
 HS2498
 HS2498                          STATION DESCRIPTION
 HS2498
 HS2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2498'8.1 MI SW FROM GUSTINE.
 HS2498'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2498'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST ALONG
 HS2498'SULLIVAN ROAD, THENCE 3.1 MILES SOUTH ALONG THE DELTA-MENDOTA
 HS2498'CANAL, AT THE CROSSING OF SNYDER ROAD, AT CONCRETE BRIDGE 61.06,
 HS2498'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB, 13 FEET
 HS2498'NORTH OF THE CENTER LINE OF SNYDER ROAD, 14.2 FEET WEST OF
 HS2498'THE CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT 1 FOOT HIGHER
 HS2498'THAN THE BRIDGE FLOOR.
 HS2498
 HS2498                          STATION RECOVERY (1965)
 HS2498
 HS2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2289 ***********************************************************************
 GU2289  DESIGNATION -  61.94
 GU2289  PID         -  GU2289
 GU2289  STATE/COUNTY-  CA/SANTA CRUZ
 GU2289  USGS QUAD   -  SOQUEL (1994)
 GU2289
 GU2289                         *CURRENT SURVEY CONTROL
 GU2289  ___________________________________________________________________
 GU2289* NAD 83(1986)-  36 58 06.     (N)    121 57 53.     (W)     SCALED    
 GU2289* NAVD 88     -        19.747  (meters)      64.79   (feet)  ADJUSTED  
 GU2289  ___________________________________________________________________
 GU2289  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GU2289  DYNAMIC HT  -          19.733 (meters)      64.74  (feet)  COMP
 GU2289  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 GU2289  OBS GRAVITY -     979,912.5   (mgal)                       GRAV_OBS
 GU2289
 GU2289  VERT ORDER  -  FIRST     CLASS I
 GU2289
 GU2289.The horizontal coordinates were scaled from a topographic map and have
 GU2289.an estimated accuracy of +/- 6 seconds.
 GU2289
 GU2289.The orthometric height was determined by differential leveling
 GU2289.and adjusted in February 1993.
 GU2289
 GU2289.The geoid height was determined by GEOID03.
 GU2289
 GU2289.The dynamic height is computed by dividing the NAVD 88
 GU2289.geopotential number by the normal gravity value computed on the
 GU2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2289.degrees latitude (g = 980.6199 gals.).
 GU2289
 GU2289.The modeled gravity was interpolated from observed gravity values.
 GU2289.The observed gravity was obtained from relative gravimeter ties
 GU2289.to the IGSN71 gravity network.
 GU2289
 GU2289;                    North         East    Units  Estimated Accuracy
 GU2289;SPC CA 3     -   553,000.    1,869,570.      MT  (+/- 180 meters Scaled)
 GU2289
 GU2289                          SUPERSEDED SURVEY CONTROL
 GU2289
 GU2289  NAVD 88 (06/15/91)   19.664  (m)           64.51   (f) UNKNOWN     1 1
 GU2289  NGVD 29 (10/21/93)   18.898  (m)           62.00   (f) ADJUSTED    1 1
 GU2289
 GU2289.Superseded values are not recommended for survey control.
 GU2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2289.See file dsdata.txt to determine how the superseded data were derived.
 GU2289
 GU2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF921918(NAD 83)
 GU2289_MARKER: DD = SURVEY DISK
 GU2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU2289_SP_SET: CONCRETE POST
 GU2289_STAMPING: ELEV 61.94
 GU2289_MARK LOGO: CA-087
 GU2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU2289+STABILITY: SURFACE MOTION
 GU2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2289+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 GU2289
 GU2289  HISTORY     - Date     Condition        Report By
 GU2289  HISTORY     - UNK      MONUMENTED       CA-087
 GU2289  HISTORY     - 1972     GOOD             NGS
 GU2289  HISTORY     - 1977     GOOD             NGS
 GU2289  HISTORY     - 19900220 GOOD             NGS
 GU2289
 GU2289                          STATION DESCRIPTION
 GU2289
 GU2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GU2289'3.4 MI E FROM SANTA CRUZ.
 GU2289'3.35 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2289'FROM THE WEST CLIFF DRIVE OVERPASS AT SANTA CRUZ, AT THE SOUTHWEST
 GU2289'CORNER OF THE CROSSING OF 41ST AVENUE, 10.0 FEET SOUTH OF THE
 GU2289'SOUTH RAIL, 46 FEET WEST OF THE CENTER LINE OF THE AVENUE, 27
 GU2289'1/2 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOLE 117, 2.0
 GU2289'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A METAL SIGNAL CONTROL
 GU2289'BOX NO. 117.0, 6 FEET WEST-NORTHWEST OF A POWER POLE BEARING
 GU2289'A METER, 22 FEET WEST-NORTHWEST OF POWER POLE 1075 BEARING
 GU2289'A TRANSFORMER, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 GU2289'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GU2289'0.2 FOOT ABOVE THE GROUND.
 GU2289
 GU2289                          STATION RECOVERY (1977)
 GU2289
 GU2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2289'RECOVERED IN GOOD CONDITION.
 GU2289
 GU2289                          STATION RECOVERY (1990)
 GU2289
 GU2289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GU2289'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.4 KM (3.36
 GU2289'MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF
 GU2289'WEST CLIFF DRIVE IN SANTA CRUZ, 12.5 M (41.01 FT) WEST OF THE
 GU2289'CENTERLINE OF 41ST STREET, 3.0 M (9.84 FT) SOUTH OF THE NEAR RAIL ,
 GU2289'6.7 M (21.98 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER 1075 WITH A
 GU2289'TRANSFORMER, 1.8 M (5.91 FT) WEST OF A UTILITY POLE WITH A METER
 GU2289'ATTACHED, 0.5 M (1.64 FT) WEST OF A WITNESS POST, LEVEL WITH THE
 GU2289'TRACK, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.33 FT) ABOVE
 GU2289'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0926 ***********************************************************************
 KS0926  DESIGNATION -  61.967
 KS0926  PID         -  KS0926
 KS0926  STATE/COUNTY-  CA/YUBA
 KS0926  USGS QUAD   -  YUBA CITY (1973)
 KS0926
 KS0926                         *CURRENT SURVEY CONTROL
 KS0926  ___________________________________________________________________
 KS0926* NAD 83(1986)-  39 08 34.     (N)    121 35 09.     (W)     SCALED    
 KS0926* NAVD 88     -        19.595  (meters)      64.29   (feet)  ADJUSTED  
 KS0926  ___________________________________________________________________
 KS0926  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 KS0926  DYNAMIC HT  -          19.583 (meters)      64.25  (feet)  COMP
 KS0926  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 KS0926
 KS0926  VERT ORDER  -  FIRST     CLASS II
 KS0926
 KS0926.The horizontal coordinates were scaled from a topographic map and have
 KS0926.an estimated accuracy of +/- 6 seconds.
 KS0926
 KS0926.The orthometric height was determined by differential leveling
 KS0926.and adjusted in June 1991.
 KS0926
 KS0926.The geoid height was determined by GEOID03.
 KS0926
 KS0926.The dynamic height is computed by dividing the NAVD 88
 KS0926.geopotential number by the normal gravity value computed on the
 KS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0926.degrees latitude (g = 980.6199 gals.).
 KS0926
 KS0926.The modeled gravity was interpolated from observed gravity values.
 KS0926
 KS0926;                    North         East    Units  Estimated Accuracy
 KS0926;SPC CA 2     -   663,940.    2,035,800.      MT  (+/- 180 meters Scaled)
 KS0926
 KS0926                          SUPERSEDED SURVEY CONTROL
 KS0926
 KS0926  NGVD 29 (??/??/??)   18.900  (m)           62.01   (f) ADJUSTED    1 2
 KS0926
 KS0926.Superseded values are not recommended for survey control.
 KS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0926.See file dsdata.txt to determine how the superseded data were derived.
 KS0926
 KS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ222335(NAD 83)
 KS0926_MARKER: DD = SURVEY DISK
 KS0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0926_SP_SET: BUILDING
 KS0926_STAMPING: 61.967 USGS
 KS0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0926+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KS0926
 KS0926  HISTORY     - Date     Condition        Report By
 KS0926  HISTORY     - UNK      MONUMENTED       CADPW
 KS0926  HISTORY     - 1948     GOOD             NGS
 KS0926  HISTORY     - 19880808 MARK NOT FOUND   NGS
 KS0926  HISTORY     - 20040311 GOOD             CADT
 KS0926
 KS0926                          STATION DESCRIPTION
 KS0926
 KS0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS0926'AT MARYSVILLE.
 KS0926'AT MARYSVILLE, YUBA COUNTY, AT THE NORTHEAST CORNER OF THE
 KS0926'INTERSECTION OF SEVENTH AND B STREETS, AT THE CALIFORNIA DIVISION
 KS0926'OF HIGHWAYS BUILDING, AT THE STEPS LEADING FROM THE B STREET
 KS0926'SIDEWALK TO THE SOUTH END OF THE FRONT PORCH, IN THE TOP OF THE
 KS0926'SECOND BRICK STEP FROM THE BOTTOM, 10 FEET SOUTHWEST OF THE
 KS0926'SOUTHWEST CORNER OF THE BUILDING, 23.7 FEET EAST OF THE EAST EDGE
 KS0926'OF THE B STREET SIDEWALK, AND 4.2 FEET NORTH OF THE NORTH EDGE OF
 KS0926'THE SEVENTH STREET SIDEWALK.
 KS0926
 KS0926                          STATION RECOVERY (1988)
 KS0926
 KS0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0926'MARK NOT FOUND.
 KS0926
 KS0926                          STATION RECOVERY (2004)
 KS0926
 KS0926'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2635 ***********************************************************************
 EV2635  DESIGNATION -  6109.66
 EV2635  PID         -  EV2635
 EV2635  STATE/COUNTY-  CA/LOS ANGELES
 EV2635  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2635
 EV2635                         *CURRENT SURVEY CONTROL
 EV2635  ___________________________________________________________________
 EV2635* NAD 83(1986)-  34 20 07.     (N)    117 51 18.     (W)     SCALED    
 EV2635* NAVD 88     -      1863.83   (+/-2cm)    6114.9    (feet)  VERTCON   
 EV2635  ___________________________________________________________________
 EV2635  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EV2635  VERT ORDER  -  THIRD (See Below)
 EV2635
 EV2635.The horizontal coordinates were scaled from a topographic map and have
 EV2635.an estimated accuracy of +/- 6 seconds.
 EV2635
 EV2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2635.The vertical order pertains to the NGVD 29 superseded value.
 EV2635
 EV2635.The geoid height was determined by GEOID03.
 EV2635
 EV2635;                    North         East    Units  Estimated Accuracy
 EV2635;SPC CA 5     -   592,660.    2,013,340.      MT  (+/- 180 meters Scaled)
 EV2635
 EV2635                          SUPERSEDED SURVEY CONTROL
 EV2635
 EV2635  NGVD 29 (??/??/??) 1862.80   (m)         6111.5    (f) RESET       3  
 EV2635
 EV2635.Superseded values are not recommended for survey control.
 EV2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2635.See file dsdata.txt to determine how the superseded data were derived.
 EV2635
 EV2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT213996(NAD 83)
 EV2635_MARKER: DD = SURVEY DISK
 EV2635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2635_SP_SET: CULVERT
 EV2635_STAMPING: 6109.66
 EV2635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2635
 EV2635  HISTORY     - Date     Condition        Report By
 EV2635  HISTORY     - UNK      MONUMENTED       CADH
 EV2635  HISTORY     - 1962     GOOD             NGS
 EV2635  HISTORY     - 1971     MARK NOT FOUND   NGS
 EV2635
 EV2635                          STATION DESCRIPTION
 EV2635
 EV2635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EV2635'28 MI N FROM AZUSA.
 EV2635'27.95 MILES NORTH ALONG STATE HIGHWAY FROM THE ATCHISON, TOPEKA
 EV2635'AND SANTA FE STATION AT AZUSA, 0.1 MILE NORTHWEST OF A SPRING,
 EV2635'IN THE TOP OF THE WEST END OF THE EAST WING WALL OF CULVERT
 EV2635'B-112+84, 32 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 EV2635'AND LEVEL WITH THE HIGHWAY.
 EV2635
 EV2635                          STATION RECOVERY (1971)
 EV2635
 EV2635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0204 ***********************************************************************
 KS0204  DESIGNATION -  6111.2
 KS0204  PID         -  KS0204
 KS0204  STATE/COUNTY-  CA/PLACER
 KS0204  USGS QUAD   -  NORDEN (1979)
 KS0204
 KS0204                         *CURRENT SURVEY CONTROL
 KS0204  ___________________________________________________________________
 KS0204* NAD 83(1986)-  39 16 19.     (N)    120 21 57.     (W)     SCALED    
 KS0204* NAVD 88     -      1863.91   (+/-2cm)    6115.2    (feet)  VERTCON   
 KS0204  ___________________________________________________________________
 KS0204  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 KS0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0204
 KS0204.The horizontal coordinates were scaled from a topographic map and have
 KS0204.an estimated accuracy of +/- 6 seconds.
 KS0204
 KS0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0204.The vertical order pertains to the NGVD 29 superseded value.
 KS0204
 KS0204.The geoid height was determined by GEOID03.
 KS0204
 KS0204;                    North         East    Units  Estimated Accuracy
 KS0204;SPC CA 2     -   679,460.    2,141,000.      MT  (+/- 180 meters Scaled)
 KS0204
 KS0204                          SUPERSEDED SURVEY CONTROL
 KS0204
 KS0204  NGVD 29 (??/??/??) 1862.716  (m)         6111.26   (f) ADJUSTED    2 0
 KS0204
 KS0204.Superseded values are not recommended for survey control.
 KS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0204.See file dsdata.txt to determine how the superseded data were derived.
 KS0204
 KS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ272502(NAD 83)
 KS0204_MARKER: N = NAIL
 KS0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0204_SP_SET: TREE
 KS0204_MARK LOGO: USGS  
 KS0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0204
 KS0204  HISTORY     - Date     Condition        Report By
 KS0204  HISTORY     - UNK      MONUMENTED       USGS
 KS0204  HISTORY     - 1952     GOOD             CGS
 KS0204
 KS0204                          STATION DESCRIPTION
 KS0204
 KS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0204'6.4 MI S FROM SODA SPRINGS.
 KS0204'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KS0204'AT SODA SPRINGS, THENCE 6.15 MILES SOUTH ALONG THE SODA
 KS0204'SPRINGS-FRENCH MEADOWS ROAD, ON THE INSIDE OF A U TURN, AT THE
 KS0204'BASE OF A LARGE SUGAR PINE TREE IN THE ROOT, 43.0 FEET EAST OF
 KS0204'W L S 9 (USGS), 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 KS0204'ROAD, ABOUT 2.0 FEET HIGHER THAN THE ROAD, AND MARKED WITH A
 KS0204'WHITE PAINTED BOARD CONTAINING THE LETTERS AND NUMBERS USBM
 KS0204'6111/2 NAILED TO A BLAZED TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0045 ***********************************************************************
 JS0045  DESIGNATION -  6119.67 CAHD
 JS0045  PID         -  JS0045
 JS0045  STATE/COUNTY-  CA/EL DORADO
 JS0045  USGS QUAD   -  ECHO LAKE (1992)
 JS0045
 JS0045                         *CURRENT SURVEY CONTROL
 JS0045  ___________________________________________________________________
 JS0045* NAD 83(1986)-  38 48 40.     (N)    120 07 12.     (W)     SCALED    
 JS0045* NAVD 88     -      1866.72   (+/-2cm)    6124.4    (feet)  VERTCON   
 JS0045  ___________________________________________________________________
 JS0045  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 JS0045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0045
 JS0045.The horizontal coordinates were scaled from a topographic map and have
 JS0045.an estimated accuracy of +/- 6 seconds.
 JS0045
 JS0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0045.The vertical order pertains to the NGVD 29 superseded value.
 JS0045
 JS0045.The geoid height was determined by GEOID03.
 JS0045
 JS0045;                    North         East    Units  Estimated Accuracy
 JS0045;SPC CA 2     -   628,730.    2,163,270.      MT  (+/- 180 meters Scaled)
 JS0045
 JS0045                          SUPERSEDED SURVEY CONTROL
 JS0045
 JS0045  NGVD 29 (??/??/92) 1865.465  (m)         6120.28   (f) ADJ UNCH    2 0
 JS0045
 JS0045.Superseded values are not recommended for survey control.
 JS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0045.See file dsdata.txt to determine how the superseded data were derived.
 JS0045
 JS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH500997(NAD 83)
 JS0045_MARKER: N = NAIL
 JS0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0045_SP_SET: BRIDGE
 JS0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0045
 JS0045  HISTORY     - Date     Condition        Report By
 JS0045  HISTORY     - UNK      MONUMENTED       CADH
 JS0045  HISTORY     - 1957     MARK NOT FOUND   NGS
 JS0045
 JS0045                          STATION DESCRIPTION
 JS0045
 JS0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0045'9.6 MI SW FROM MEYERS.
 JS0045'A NAIL IN THE ROOT OF A 2-FOOT PINE TREE LOCATED 50 YARDS EAST
 JS0045'OF THE HIGHWAY BRIDGE OVER PYRAMID CREEK AND 10 YARDS SOUTH
 JS0045'OF THE HIGHWAY.  NOTE-- THE TREE STILL EXISTS BUT NO TRACE OF
 JS0045'THE NAIL COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6336 ***********************************************************************
 EW6336  DESIGNATION -  612
 EW6336  PID         -  EW6336
 EW6336  STATE/COUNTY-  CA/VENTURA
 EW6336  USGS QUAD   -  POINT MUGU (1967)
 EW6336
 EW6336                         *CURRENT SURVEY CONTROL
 EW6336  ___________________________________________________________________
 EW6336* NAD 83(1986)-  34 05 48.     (N)    119 04 26.     (W)     SCALED    
 EW6336* NAVD 88     -         3.480  (meters)      11.42   (feet)  READJUSTED
 EW6336  ___________________________________________________________________
 EW6336  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EW6336  DYNAMIC HT  -           3.480 (meters)      11.42  (feet)  COMP
 EW6336  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 EW6336
 EW6336  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6336
 EW6336.The horizontal coordinates were scaled from a topographic map and have
 EW6336.an estimated accuracy of +/- 6 seconds.
 EW6336
 EW6336.The orthometric height was determined by differential leveling
 EW6336.and adjusted in February 1993.
 EW6336.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6336.distribution rate of 0.0 thru 1.0 mm/km.
 EW6336.The height was derived from older observations constrained to new
 EW6336.heights in a crustal motion area.  The height is approximate in
 EW6336.relation to other heights in its vicinity.
 EW6336
 EW6336.The geoid height was determined by GEOID03.
 EW6336
 EW6336.The dynamic height is computed by dividing the NAVD 88
 EW6336.geopotential number by the normal gravity value computed on the
 EW6336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6336.degrees latitude (g = 980.6199 gals.).
 EW6336
 EW6336.The modeled gravity was interpolated from observed gravity values.
 EW6336
 EW6336;                    North         East    Units  Estimated Accuracy
 EW6336;SPC CA 5     -   566,720.    1,900,910.      MT  (+/- 180 meters Scaled)
 EW6336
 EW6336                          SUPERSEDED SURVEY CONTROL
 EW6336
 EW6336  NGVD 29 (??/??/92)    2.711  (m)            8.89   (f) ADJ UNCH    1 1
 EW6336
 EW6336.Superseded values are not recommended for survey control.
 EW6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6336.See file dsdata.txt to determine how the superseded data were derived.
 EW6336
 EW6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT086748(NAD 83)
 EW6336_MARKER: DD = SURVEY DISK
 EW6336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6336_SP_SET: CULVERT
 EW6336_STAMPING: BM 612
 EW6336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6336
 EW6336  HISTORY     - Date     Condition        Report By
 EW6336  HISTORY     - UNK      MONUMENTED       CADH
 EW6336  HISTORY     - 1971     GOOD             NGS
 EW6336  HISTORY     - 1977     GOOD             NGS
 EW6336  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW6336
 EW6336                          STATION DESCRIPTION
 EW6336
 EW6336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6336'9.1 MI SE FROM OXNARD.
 EW6336'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF
 EW6336'WOOLEY ROAD AND SAVIERS ROAD IN OXNARD, 2.7 FEET NORTHWEST OF THE
 EW6336'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 15-INCH
 EW6336'PIPE CULVERT, 30 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EW6336'2.0 FEET NORTHWEST OF A WITNESS POST AND ABOUT LEVEL WITH THE
 EW6336'HIGHWAY.
 EW6336
 EW6336                          STATION RECOVERY (1977)
 EW6336
 EW6336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6336'RECOVERED IN GOOD CONDITION.
 EW6336
 EW6336                          STATION RECOVERY (1989)
 EW6336
 EW6336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6336'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3486 ***********************************************************************
 HT3486  DESIGNATION -  612 VA
 HT3486  PID         -  HT3486
 HT3486  STATE/COUNTY-  CA/MARIN
 HT3486  USGS QUAD   -  FARALLON ISLANDS (1988)
 HT3486
 HT3486                         *CURRENT SURVEY CONTROL
 HT3486  ___________________________________________________________________
 HT3486* NAD 83(1992)-  37 59 46.94391(N)    123 00 53.46090(W)     ADJUSTED  
 HT3486* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 HT3486  ___________________________________________________________________
 HT3486  EPOCH DATE  -        1991.35
 HT3486  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 HT3486  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HT3486  HORZ ORDER  -  THIRD
 HT3486
 HT3486.The horizontal coordinates were established by classical geodetic methods
 HT3486.and adjusted by the National Geodetic Survey in March 1994.
 HT3486.The horizontal coordinates are valid at the epoch date displayed above.
 HT3486.The epoch date for horizontal control is a decimal equivalence
 HT3486.of Year/Month/Day.
 HT3486
 HT3486.The orthometric height was scaled from a topographic map.
 HT3486
 HT3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HT3486
 HT3486.The geoid height was determined by GEOID03.
 HT3486
 HT3486;                    North         East     Units Scale Factor Converg.
 HT3486;SPC CA 3     -   669,037.878 1,779,143.845   MT  0.99993832   -1 32 22.8
 HT3486;SPC CA 3     - 2,195,001.77  5,837,074.43   sFT  0.99993832   -1 32 22.8
 HT3486;UTM  10      - 4,205,412.735   498,696.124   MT  0.99960002   -0 00 32.9
 HT3486
 HT3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HT3486!SPC CA 3     -   0.99997634  x   0.99993832  =   0.99991466
 HT3486!UTM  10      -   0.99997634  x   0.99960002  =   0.99957637
 HT3486
 HT3486:                Primary Azimuth Mark                     Grid Az
 HT3486:SPC CA 3     -  POINT REYES RAD COMPASS 2                024 28 37.7
 HT3486:UTM  10      -  POINT REYES RAD COMPASS 2                022 56 47.8
 HT3486
 HT3486|---------------------------------------------------------------------|
 HT3486| PID    Reference Object                     Distance      Geod. Az  |
 HT3486|                                                           dddmmss.s |
 HT3486| JT2614 POINT REYES RAD COMPASS 2           APPROX. 4.8 KM 0225614.9 |
 HT3486| HT3491 POINT REYES HEAD 3 AZ MK            294.445 METERS 04950     |
 HT3486| HT3484 POINT REYES HEAD 3                    4.307 METERS 30940     |
 HT3486|---------------------------------------------------------------------|
 HT3486
 HT3486                          SUPERSEDED SURVEY CONTROL
 HT3486
 HT3486  NAD 83(1986)-  37 59 46.92983(N)    123 00 53.44493(W) AD(1984.00) 3
 HT3486  NAD 27      -  37 59 47.18710(N)    123 00 49.44880(W) AD(       ) 3
 HT3486
 HT3486.Superseded values are not recommended for survey control.
 HT3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3486.See file dsdata.txt to determine how the superseded data were derived.
 HT3486
 HT3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH9869605413(NAD 83)
 HT3486
 HT3486  HISTORY     - Date     Condition        Report By
 HT3486  HISTORY     - 1930     MONUMENTED       USGS
 HT3486  HISTORY     - 1957     SEE DESCRIPTION  USN
 HT3486  HISTORY     - 1964     SEE DESCRIPTION  CGS
 HT3486  HISTORY     - 1968     SEE DESCRIPTION  CGS
 HT3486
 HT3486                          STATION DESCRIPTION
 HT3486
 HT3486'DESCRIBED BY US NAVY 1957 (CDG)
 HT3486'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY DIST.
 HT3486'C.G. OFFICER-1945.  POINT REYES HEAD 2 WAS APPARENTLY DESTROYED
 HT3486'AND THE ARMY OBSERVATION BUILDING IS STILL STANDING.
 HT3486'
 HT3486'THE STATION MARK IS A STANDARD C AND GS BENCH MARK SET IN A
 HT3486'DRILL HOLE 1 FOOT NORTH OF THE EDGE OF THE CLIFF AND 9 FEET
 HT3486'SOUTH OF THE SE CORNER OF THE FORMER ARMY LOOKOUT BUILDING.
 HT3486'
 HT3486'A REFERENCE MARK FOR POINT REYES HEAD 2 WAS RECOVERED IN GOOD
 HT3486'CONDITION 15.83 FEET WEST OF VA BM 612.
 HT3486
 HT3486                          STATION RECOVERY (1964)
 HT3486
 HT3486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 HT3486'RECOVERED IN GOOD CONDITION.  LOCATED ON THE HIGHEST PART OF
 HT3486'POINT REYES HEAD ABOUT 1/2 MILE EAST OF POINT REYES LIGHT
 HT3486'STATION, ABOUT 100 YARDS EAST OF A WOODEN TANK AND 15 FEET
 HT3486'SOUTHEAST OF THE CENTER OF A 10 FOOT SQUARE CONCRETE SLAB.
 HT3486'
 HT3486'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 612 VA
 HT3486'SET IN A DRILL HOLE IN A ROCKY OUTCROP.
 HT3486
 HT3486                          STATION RECOVERY (1968)
 HT3486
 HT3486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 HT3486'RECOVERED IN GOOD CONDITION, ON THE HIGHEST RIDGE OF POINT
 HT3486'REYES HEAD, ABOUT 1/2 MILE EAST-NORTHEAST OF THE POINT REYES
 HT3486'LIGHTHOUSE AND ABOUT 100 YARDS EAST OF A WOODEN, WATER TANK.
 HT3486'
 HT3486'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 612 VA
 HT3486'SET ON A SLANT IN A DRILL HOLE IN A ROCKY OUTCROP AND 1 FOOT
 HT3486'NORTH OF THE EDGE OF A STEEP, ROCKY BLUFF.
 HT3486'
 HT3486'TO REACH THE STATION FROM THE POST OFFICE IN INVERNESS, GO
 HT3486'NORTH, WEST AND SOUTH ALONG THE SIR FRANCIS DRAKE HIGHWAY
 HT3486'FOR 13.9 MILES TO A ROAD FORK, TAKE THE RIGHT FORK, GO 1.2 MILES
 HT3486'EASTWARD TOWARD THE LIGHTHOUSE TO A DIRT SIDE ROAD ON THE LEFT,
 HT3486'TURN LEFT AND GO ABOUT 50 YARDS TO THE END OF THE ROAD AND
 HT3486'A SMALL WHITE BUILDING (USCG PUMP SHACK).  PACK UPHILL,
 HT3486'SOUTHEAST FOR ABOUT 100 YARDS TO THE TOP OF THE HILL AND THE
 HT3486'STATION.
 HT3486'
 HT3486'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POINT REYES HEAD
 HT3486'3 1960 CEMENTED IN A DRILL HOLE IN A 3 FOOT BY 5 FOOT BOULDER
 HT3486'THAT PROJECTS ABOUT 18 INCHES AND IT IS 62 FEET NORTH OF THE
 HT3486'CENTERLINE OF THE ROAD AND 7.5 FEET EAST OF A NO TRESPASSING
 HT3486'SIGN.  TO REACH THE MARK FROM THE END OF TRUCK TRAVEL NEAR THE
 HT3486'PUMP SHACK, GO 0.2 MILE EAST ALONG THE MAIN ROAD TO A CURVE
 HT3486'AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0181 ***********************************************************************
 KS0181  DESIGNATION -  6127 USGS
 KS0181  PID         -  KS0181
 KS0181  STATE/COUNTY-  CA/NEVADA
 KS0181  USGS QUAD   -  HOBART MILLS (1981)
 KS0181
 KS0181                         *CURRENT SURVEY CONTROL
 KS0181  ___________________________________________________________________
 KS0181* NAD 83(1986)-  39 24 55.     (N)    120 11 51.     (W)     SCALED    
 KS0181* NAVD 88     -      1868.836  (meters)    6131.34   (feet)  ADJUSTED  
 KS0181  ___________________________________________________________________
 KS0181  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 KS0181  DYNAMIC HT  -        1866.972 (meters)    6125.22  (feet)  COMP
 KS0181  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 KS0181
 KS0181  VERT ORDER  -  SECOND    CLASS 0
 KS0181
 KS0181.The horizontal coordinates were scaled from a topographic map and have
 KS0181.an estimated accuracy of +/- 6 seconds.
 KS0181
 KS0181.The orthometric height was determined by differential leveling
 KS0181.and adjusted in June 1991.
 KS0181
 KS0181.The geoid height was determined by GEOID03.
 KS0181
 KS0181.The dynamic height is computed by dividing the NAVD 88
 KS0181.geopotential number by the normal gravity value computed on the
 KS0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0181.degrees latitude (g = 980.6199 gals.).
 KS0181
 KS0181.The modeled gravity was interpolated from observed gravity values.
 KS0181
 KS0181;                    North         East    Units  Estimated Accuracy
 KS0181;SPC CA 2     -   695,650.    2,155,210.      MT  (+/- 180 meters Scaled)
 KS0181
 KS0181                          SUPERSEDED SURVEY CONTROL
 KS0181
 KS0181  NGVD 29 (??/??/??) 1867.637  (m)         6127.41   (f) ADJUSTED    2 0
 KS0181
 KS0181.Superseded values are not recommended for survey control.
 KS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0181.See file dsdata.txt to determine how the superseded data were derived.
 KS0181
 KS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ412666(NAD 83)
 KS0181_MARKER: S = SPIKE
 KS0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0181_SP_SET: TREE
 KS0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0181
 KS0181  HISTORY     - Date     Condition        Report By
 KS0181  HISTORY     - UNK      MONUMENTED       USGS
 KS0181  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0181  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0181
 KS0181                          STATION DESCRIPTION
 KS0181
 KS0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0181'1.2 MI N FROM HOBART MILLS.
 KS0181'1.2 MILES NORTH ALONG STATE HIGHWAY 89 FROM HOBART MILLS,
 KS0181'NEVADA COUNTY, NEAR THE SOUTH END OF A SMALL LAKE, AT THE WEST
 KS0181'EDGE OF THE HIGHWAY, ON THE EAST SIDE OF A 12-INCH PINE TREE,
 KS0181'AND IN THE BASE.  A RAILROAD SPIKE.
 KS0181
 KS0181                          STATION RECOVERY (2004)
 KS0181
 KS0181'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0614 ***********************************************************************
 DC0614  DESIGNATION -  613.22 C OF SD
 DC0614  PID         -  DC0614
 DC0614  STATE/COUNTY-  CA/SAN DIEGO
 DC0614  USGS QUAD   -  EL CAJON MTN (1988)
 DC0614
 DC0614                         *CURRENT SURVEY CONTROL
 DC0614  ___________________________________________________________________
 DC0614* NAD 83(1986)-  32 52 58.     (N)    116 49 00.     (W)     SCALED    
 DC0614* NAVD 88     -       187.52   (+/-2cm)     615.2    (feet)  VERTCON   
 DC0614  ___________________________________________________________________
 DC0614  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DC0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0614
 DC0614.The horizontal coordinates were scaled from a topographic map and have
 DC0614.an estimated accuracy of +/- 6 seconds.
 DC0614
 DC0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0614.The vertical order pertains to the NGVD 29 superseded value.
 DC0614
 DC0614.The geoid height was determined by GEOID03.
 DC0614
 DC0614;                    North         East    Units  Estimated Accuracy
 DC0614;SPC CA 6     -   579,560.    1,946,970.      MT  (+/- 180 meters Scaled)
 DC0614
 DC0614                          SUPERSEDED SURVEY CONTROL
 DC0614
 DC0614  NGVD 29 (??/??/??)  186.870  (m)          613.09   (f) ADJUSTED    2 0
 DC0614
 DC0614.Superseded values are not recommended for survey control.
 DC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0614.See file dsdata.txt to determine how the superseded data were derived.
 DC0614
 DC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS171383(NAD 83)
 DC0614_MARKER: O = CHISELED CIRCLE
 DC0614_SETTING: 66 = SET IN ROCK OUTCROP
 DC0614_SP_SET: GRANITE ROCK
 DC0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0614+STABILITY: POSITION/ELEVATION WELL
 DC0614
 DC0614  HISTORY     - Date     Condition        Report By
 DC0614  HISTORY     - UNK      MONUMENTED       CA3260
 DC0614  HISTORY     - 1939     GOOD             NGS
 DC0614
 DC0614                          STATION DESCRIPTION
 DC0614
 DC0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DC0614'7.2 MI NE FROM LAKESIDE.
 DC0614'7.0 MILES NORTHEAST ALONG THE EL CAPITAN DAM ROAD FROM THE
 DC0614'SECURITY TRUST AND SAVINGS BANK AT LAKESIDE, SAN DIEGO COUNTY,
 DC0614'THENCE 0.2 MILE NORTHEAST ALONG A ROAD, AT THE EL CAPITAN
 DC0614'METEOROLOGICAL STATION, INSIDE A WHITE FENCE AROUND THE STATION,
 DC0614'17.8 FEET NORTH OF A GATE, 3.3 FEET EAST OF THE WEST BOUNDARY
 DC0614'FENCE, AND ON THE TOP OF A 2- BY 4.5-FOOT GRANITE ROCK NEAR THE
 DC0614'CHISELED NUMBERS 613.22.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3475 ***********************************************************************
 EV3475  DESIGNATION -  613150
 EV3475  PID         -  EV3475
 EV3475  STATE/COUNTY-  CA/LOS ANGELES
 EV3475  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV3475
 EV3475                         *CURRENT SURVEY CONTROL
 EV3475  ___________________________________________________________________
 EV3475* NAD 83(1986)-  34 20 21.     (N)    117 51 14.     (W)     SCALED    
 EV3475* NAVD 88     -      1870.276  (meters)    6136.06   (feet)  READJUSTED
 EV3475  ___________________________________________________________________
 EV3475  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EV3475  DYNAMIC HT  -        1867.740 (meters)    6127.74  (feet)  COMP
 EV3475  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 EV3475
 EV3475  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3475
 EV3475.The horizontal coordinates were scaled from a topographic map and have
 EV3475.an estimated accuracy of +/- 6 seconds.
 EV3475
 EV3475.The orthometric height was determined by differential leveling
 EV3475.and adjusted in February 1993.
 EV3475.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3475.distribution rate of 0.0 thru 1.0 mm/km.
 EV3475.The height was derived from older observations constrained to new
 EV3475.heights in a crustal motion area.  The height is approximate in
 EV3475.relation to other heights in its vicinity.
 EV3475
 EV3475.The geoid height was determined by GEOID03.
 EV3475
 EV3475.The dynamic height is computed by dividing the NAVD 88
 EV3475.geopotential number by the normal gravity value computed on the
 EV3475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3475.degrees latitude (g = 980.6199 gals.).
 EV3475
 EV3475.The modeled gravity was interpolated from observed gravity values.
 EV3475
 EV3475;                    North         East    Units  Estimated Accuracy
 EV3475;SPC CA 5     -   593,090.    2,013,440.      MT  (+/- 180 meters Scaled)
 EV3475
 EV3475                          SUPERSEDED SURVEY CONTROL
 EV3475
 EV3475  NGVD 29 (??/??/92) 1869.207  (m)         6132.56   (f) ADJ UNCH    1 1
 EV3475
 EV3475.Superseded values are not recommended for survey control.
 EV3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3475.See file dsdata.txt to determine how the superseded data were derived.
 EV3475
 EV3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU214000(NAD 83)
 EV3475_MARKER: DD = SURVEY DISK
 EV3475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3475_SP_SET: HEAD WALL
 EV3475_STAMPING: 613150
 EV3475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3475
 EV3475  HISTORY     - Date     Condition        Report By
 EV3475  HISTORY     - UNK      MONUMENTED       CADT
 EV3475  HISTORY     - 1977     GOOD             NGS
 EV3475  HISTORY     - 1983     GOOD             USGS
 EV3475  HISTORY     - 1984     GOOD             NGS
 EV3475
 EV3475                          STATION DESCRIPTION
 EV3475
 EV3475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EV3475'27.9 MI NORTH FROM AZUSA.
 EV3475'27.95 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,TOPEKA
 EV3475'AND SANTA FE STATION AT AZUSA, 0.1 MILE NORTHWEST OF A SPRING, ON
 EV3475'TOP OF NORTH END OF NORTH OF CULVERT HEAD WALL, 32.5 FT. NORTH OF
 EV3475'THE CENTER LINE OF THE HIGHWAY.
 EV3475
 EV3475                          STATION RECOVERY (1983)
 EV3475
 EV3475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3475'RECOVERED IN GOOD CONDITION.
 EV3475
 EV3475                          STATION RECOVERY (1984)
 EV3475
 EV3475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0324 ***********************************************************************
 JS0324  DESIGNATION -  6134
 JS0324  PID         -  JS0324
 JS0324  STATE/COUNTY-  CA/TUOLUMNE
 JS0324  USGS QUAD   -  STRAWBERRY (1979)
 JS0324
 JS0324                         *CURRENT SURVEY CONTROL
 JS0324  ___________________________________________________________________
 JS0324* NAD 83(1986)-  38 12 54.     (N)    120 00 11.     (W)     SCALED    
 JS0324* NAVD 88     -      1871.637  (meters)    6140.53   (feet)  POSTED    
 JS0324  ___________________________________________________________________
 JS0324  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JS0324  DYNAMIC HT  -        1869.710 (meters)    6134.21  (feet)  COMP
 JS0324  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 JS0324
 JS0324  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JS0324
 JS0324.The horizontal coordinates were scaled from a topographic map and have
 JS0324.an estimated accuracy of +/- 6 seconds.
 JS0324
 JS0324.The orthometric height was determined by differential leveling
 JS0324.and adjusted in October 2003.
 JS0324.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JS0324.rate of 1.1 thru 2.0 mm/km.
 JS0324
 JS0324.The geoid height was determined by GEOID03.
 JS0324
 JS0324.The dynamic height is computed by dividing the NAVD 88
 JS0324.geopotential number by the normal gravity value computed on the
 JS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0324.degrees latitude (g = 980.6199 gals.).
 JS0324
 JS0324.The modeled gravity was interpolated from observed gravity values.
 JS0324
 JS0324;                    North         East    Units  Estimated Accuracy
 JS0324;SPC CA 3     -   690,450.    2,043,520.      MT  (+/- 180 meters Scaled)
 JS0324
 JS0324                          SUPERSEDED SURVEY CONTROL
 JS0324
 JS0324  NGVD 29 (??/??/92) 1870.604  (m)         6137.14   (f) ADJ UNCH    1 2
 JS0324
 JS0324.Superseded values are not recommended for survey control.
 JS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0324.See file dsdata.txt to determine how the superseded data were derived.
 JS0324
 JS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH623339(NAD 83)
 JS0324_MARKER: B = BOLT
 JS0324_SETTING: 80 = SET IN A BOULDER
 JS0324_SP_SET: BOULDER
 JS0324_STAMPING: USGS 6137.602 B M
 JS0324_MARK LOGO: USGS  
 JS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0324+STABILITY: SURFACE MOTION
 JS0324
 JS0324  HISTORY     - Date     Condition        Report By
 JS0324  HISTORY     - UNK      MONUMENTED       USGS
 JS0324  HISTORY     - 1957     GOOD             CGS
 JS0324
 JS0324                          STATION DESCRIPTION
 JS0324
 JS0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JS0324'2.2 MI N FROM STRAWBERRY.
 JS0324'0.7 MILE WEST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JS0324'AT STRAWBERRY, THENCE 1.5 MILES NORTH ALONG A FORMER ALIGNMENT
 JS0324'OF STATE HIGHWAY 108, IN R 18 E, T 4 N, NEAR THE NORTHWEST CORNER
 JS0324'OF THE SOUTHEAST QUARTER OF SECTION 9, AT THE SUMMIT OF A GRADE,
 JS0324'0.1 MILE NORTH OF THE T JUNCTION OF A TRACK ROAD LEADING EAST
 JS0324'TO LELAND MEADOWS, IN THE TOP OF A 4- BY 9-FOOT POINTED GRANITE
 JS0324'BOULDER WHICH PROJECTS ABOUT 5 1/2 FEET ABOVE THE GROUND, 54
 JS0324'FEET EAST OF THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT
 JS0324'6 1/2 FEET HIGHER THAN THE FORMER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1153 ***********************************************************************
 DX1153  DESIGNATION -  615.1
 DX1153  PID         -  DX1153
 DX1153  STATE/COUNTY-  CA/SAN DIEGO
 DX1153  USGS QUAD   -  ESCONDIDO (1975)
 DX1153
 DX1153                         *CURRENT SURVEY CONTROL
 DX1153  ___________________________________________________________________
 DX1153* NAD 83(1986)-  33 01 27.     (N)    117 05 20.     (W)     SCALED    
 DX1153* NAVD 88     -       188.14   (+/-2cm)     617.3    (feet)  VERTCON   
 DX1153  ___________________________________________________________________
 DX1153  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DX1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1153
 DX1153.The horizontal coordinates were scaled from a topographic map and have
 DX1153.an estimated accuracy of +/- 6 seconds.
 DX1153
 DX1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1153.The vertical order pertains to the NGVD 29 superseded value.
 DX1153
 DX1153.The geoid height was determined by GEOID03.
 DX1153
 DX1153;                    North         East    Units  Estimated Accuracy
 DX1153;SPC CA 6     -   595,410.    1,921,630.      MT  (+/- 180 meters Scaled)
 DX1153
 DX1153                          SUPERSEDED SURVEY CONTROL
 DX1153
 DX1153  NGVD 29 (??/??/??)  187.473  (m)          615.07   (f) ADJUSTED    2 0
 DX1153
 DX1153.Superseded values are not recommended for survey control.
 DX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1153.See file dsdata.txt to determine how the superseded data were derived.
 DX1153
 DX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS916539(NAD 83)
 DX1153_MARKER: Q = CHISELED SQUARE
 DX1153_SETTING: 66 = SET IN ROCK OUTCROP
 DX1153_SP_SET: ROCK OUTCROP
 DX1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1153+STABILITY: POSITION/ELEVATION WELL
 DX1153
 DX1153  HISTORY     - Date     Condition        Report By
 DX1153  HISTORY     - UNK      MONUMENTED       USGS
 DX1153  HISTORY     - 1960     GOOD             NGS
 DX1153
 DX1153                          STATION DESCRIPTION
 DX1153
 DX1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1153'8.2 MI SW FROM ESCONDIDO.
 DX1153'REACHED FROM THE INTERSECTION OF BROADWAY AND GRAND AVENUE IN
 DX1153'ESCONDIDO BY GOING SOUTHWESTERLY ON GRAND AVENUE 0.35 MILE TO
 DX1153'U.S. HIGHWAY 395, THENCE SOUTHERLY ON HIGHWAY 395 7.3 MILES,
 DX1153'THENCE WESTERLY ON A DIRT ROAD 0.6 MILE TO A FILL BETWEEN TWO
 DX1153'CUTS OF THE ROAD AND A SMALL RAVINE ON THE SOUTH SIDE OF THE
 DX1153'ROAD.  THE MARK IS 34 YARDS SOUTH OF THE ROAD, 3 FEET NORTH OF A
 DX1153'FENCE AND ON THE NORTHWEST SIDE OF THE RAVINE.  A CHISELED SQUARE
 DX1153'IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1173 ***********************************************************************
 JS1173  DESIGNATION -  616+39.96 USE
 JS1173  PID         -  JS1173
 JS1173  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1173  USGS QUAD   -  TERMINOUS (1993)
 JS1173
 JS1173                         *CURRENT SURVEY CONTROL
 JS1173  ___________________________________________________________________
 JS1173* NAD 83(1986)-  38 01 32.     (N)    121 28 15.     (W)     SCALED    
 JS1173* NAVD 88     -         3.21   (+/-2cm)      10.5    (feet)  VERTCON   
 JS1173  ___________________________________________________________________
 JS1173  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JS1173  VERT ORDER  -  THIRD (See Below)
 JS1173
 JS1173.The horizontal coordinates were scaled from a topographic map and have
 JS1173.an estimated accuracy of +/- 6 seconds.
 JS1173
 JS1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1173.The vertical order pertains to the NGVD 29 superseded value.
 JS1173
 JS1173.The geoid height was determined by GEOID03.
 JS1173
 JS1173;                    North         East    Units  Estimated Accuracy
 JS1173;SPC CA 3     -   669,750.    1,914,770.      MT  (+/- 180 meters Scaled)
 JS1173
 JS1173                          SUPERSEDED SURVEY CONTROL
 JS1173
 JS1173  NGVD 29 (??/??/??)    2.53   (m)            8.3    (f) RESET       3  
 JS1173
 JS1173.Superseded values are not recommended for survey control.
 JS1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1173.See file dsdata.txt to determine how the superseded data were derived.
 JS1173
 JS1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH342097(NAD 83)
 JS1173_MARKER: Z = SEE DESCRIPTION
 JS1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1173_STAMPING: 616 + 39.96 ECPT 22 X
 JS1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1173+STABILITY: SURFACE MOTION
 JS1173
 JS1173  HISTORY     - Date     Condition        Report By
 JS1173  HISTORY     - UNK      MONUMENTED       DOD
 JS1173  HISTORY     - 1951     GOOD             NGS
 JS1173  HISTORY     - 1963     MARK NOT FOUND   NGS
 JS1173
 JS1173                          STATION DESCRIPTION
 JS1173
 JS1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1173'IN MC DONALD TRACT.
 JS1173'ON THE NORTH SIDE OF MC DONALD TRACT, 4.6 MILES NORTH ALONG A
 JS1173'PAVED LEVEE ROAD FROM MC DONALD FERRY, ON THE SOUTHWEST LEVEE OF
 JS1173'STOCKTON DEEPWATER CHANNEL, 0.2 MILES EAST OF A GRAIN FLU AND
 JS1173'THREE METAL STORAGE BINS, 0.1 MILES SOUTHEAST OF THE CONFLUENCE OF
 JS1173'THE CHANNEL AND HEADREACH CUTOFF, 222.5 FEET WEST OF THE SOUTHWEST
 JS1173'LEG OF A WOODEN TOWER SUPPORTING CHANNEL LIGHT 16, 13 FEET SOUTH
 JS1173'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST,
 JS1173'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JS1173'POST FLUSH WITH THE GROUND.
 JS1173
 JS1173                          STATION RECOVERY (1963)
 JS1173
 JS1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JS1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5304 ***********************************************************************
 HS5304  DESIGNATION -  616.48=276
 HS5304  PID         -  HS5304
 HS5304  STATE/COUNTY-  CA/SANTA CRUZ
 HS5304  USGS QUAD   -  LAUREL (1994)
 HS5304
 HS5304                         *CURRENT SURVEY CONTROL
 HS5304  ___________________________________________________________________
 HS5304* NAD 83(1986)-  37 03 20.     (N)    121 57 47.     (W)     SCALED    
 HS5304* NAVD 88     -       189.442  (meters)     621.53   (feet)  ADJUSTED  
 HS5304  ___________________________________________________________________
 HS5304  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HS5304  DYNAMIC HT  -         189.301 (meters)     621.07  (feet)  COMP
 HS5304  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 HS5304
 HS5304  VERT ORDER  -  FIRST     CLASS II
 HS5304
 HS5304.The horizontal coordinates were scaled from a topographic map and have
 HS5304.an estimated accuracy of +/- 6 seconds.
 HS5304
 HS5304.The orthometric height was determined by differential leveling
 HS5304.and adjusted in February 1993.
 HS5304
 HS5304.The geoid height was determined by GEOID03.
 HS5304
 HS5304.The dynamic height is computed by dividing the NAVD 88
 HS5304.geopotential number by the normal gravity value computed on the
 HS5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5304.degrees latitude (g = 980.6199 gals.).
 HS5304
 HS5304.The modeled gravity was interpolated from observed gravity values.
 HS5304
 HS5304;                    North         East    Units  Estimated Accuracy
 HS5304;SPC CA 3     -   562,670.    1,869,870.      MT  (+/- 180 meters Scaled)
 HS5304
 HS5304                          SUPERSEDED SURVEY CONTROL
 HS5304
 HS5304  NGVD 29 (10/21/93)  188.602  (m)          618.77   (f) ADJUSTED    1 2
 HS5304
 HS5304.Superseded values are not recommended for survey control.
 HS5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5304.See file dsdata.txt to determine how the superseded data were derived.
 HS5304
 HS5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG921015(NAD 83)
 HS5304_MARKER: DD = SURVEY DISK
 HS5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5304_SP_SET: CONCRETE POST
 HS5304_STAMPING: BM 616.48
 HS5304_MARK LOGO: CA-087
 HS5304_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5304+STABILITY: SURFACE MOTION
 HS5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5304+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5304
 HS5304  HISTORY     - Date     Condition        Report By
 HS5304  HISTORY     - UNK      MONUMENTED       CA-087
 HS5304  HISTORY     - 19900423 GOOD             NGS
 HS5304
 HS5304                          STATION DESCRIPTION
 HS5304
 HS5304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5304'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5304'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.75 KM (2.33 MI)
 HS5304'NORTHERLY ALONG LAUREL GLEN ROAD TO ITS JUNCTION WITH MOUNTAIN VIEW
 HS5304'AND RODEO GULCH ROADS, 10.4 M (34.1 FT) SOUTHEAST OF THE CENTERLINE
 HS5304'OF LAUREL GLEN ROAD, 5.3 M (17.4 FT) SOUTHEAST OF THE EXTENDED CENTER
 HS5304'OF RODEO GULCH ROAD, 1.7 M (5.6 FT) SOUTHEAST OF UTILITY POLE NUMBER
 HS5304'25, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2148 ***********************************************************************
 EW2148  DESIGNATION -  619.758 C OF LA
 EW2148  PID         -  EW2148
 EW2148  STATE/COUNTY-  CA/LOS ANGELES
 EW2148  USGS QUAD   -  BURBANK (1994)
 EW2148
 EW2148                         *CURRENT SURVEY CONTROL
 EW2148  ___________________________________________________________________
 EW2148* NAD 83(1986)-  34 08 00.     (N)    118 21 32.     (W)     SCALED    
 EW2148* NAVD 88     -       189.69   (+/-2cm)     622.3    (feet)  VERTCON   
 EW2148  ___________________________________________________________________
 EW2148  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2148  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2148
 EW2148.The horizontal coordinates were scaled from a topographic map and have
 EW2148.an estimated accuracy of +/- 6 seconds.
 EW2148
 EW2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2148.The vertical order pertains to the NGVD 29 superseded value.
 EW2148
 EW2148.The geoid height was determined by GEOID03.
 EW2148
 EW2148;                    North         East    Units  Estimated Accuracy
 EW2148;SPC CA 5     -   570,310.    1,966,900.      MT  (+/- 180 meters Scaled)
 EW2148
 EW2148                          SUPERSEDED SURVEY CONTROL
 EW2148
 EW2148  NGVD 29 (??/??/92)  188.91   (m)          619.8    (f) COMPUTED    1 2
 EW2148
 EW2148.Superseded values are not recommended for survey control.
 EW2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2148.See file dsdata.txt to determine how the superseded data were derived.
 EW2148
 EW2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT747777(NAD 83)
 EW2148_MARKER: S = SPIKE
 EW2148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2148_SP_SET: CATCH BASIN
 EW2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2148
 EW2148  HISTORY     - Date     Condition        Report By
 EW2148  HISTORY     - UNK      MONUMENTED       CA1980
 EW2148  HISTORY     - 1945     GOOD             NGS
 EW2148  HISTORY     - 1966     GOOD             NGS
 EW2148
 EW2148                          STATION DESCRIPTION
 EW2148
 EW2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2148'AT LOS ANGELES.
 EW2148'AT LOS ANGELES AT THE INTERSECTION OF CAHUENGA BOULEVARD AND
 EW2148'FREDONIA DRIVE, IN THE SOUTH CURB OF CAHUENGA BOULEVARD, IN THE
 EW2148'EAST END OF A CATCH BASIN, 17.5 FEET EAST OF THE SOUTHEAST
 EW2148'CURBLINE OF FREDONIA DRIVE.  THE TOP OF A CUT SPIKE SET IN
 EW2148'CONCRETE.
 EW2148
 EW2148                          STATION RECOVERY (1966)
 EW2148
 EW2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1728 ***********************************************************************
 JT1728  DESIGNATION -  62 1
 JT1728  PID         -  JT1728
 JT1728  STATE/COUNTY-  CA/NAPA
 JT1728  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1728
 JT1728                         *CURRENT SURVEY CONTROL
 JT1728  ___________________________________________________________________
 JT1728* NAD 83(1986)-  38 14 26.     (N)    122 16 03.     (W)     SCALED    
 JT1728* NAVD 88     -        22.36   (+/-2cm)      73.4    (feet)  VERTCON   
 JT1728  ___________________________________________________________________
 JT1728  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT1728  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1728
 JT1728.The horizontal coordinates were scaled from a topographic map and have
 JT1728.an estimated accuracy of +/- 6 seconds.
 JT1728
 JT1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1728.The vertical order pertains to the NGVD 29 superseded value.
 JT1728
 JT1728.The geoid height was determined by GEOID03.
 JT1728
 JT1728;                    North         East    Units  Estimated Accuracy
 JT1728;SPC CA 2     -   563,740.    1,976,580.      MT  (+/- 180 meters Scaled)
 JT1728
 JT1728                          SUPERSEDED SURVEY CONTROL
 JT1728
 JT1728  NGVD 29 (??/??/92)   21.60   (m)           70.9    (f) COMPUTED    1 1
 JT1728
 JT1728.Superseded values are not recommended for survey control.
 JT1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1728.See file dsdata.txt to determine how the superseded data were derived.
 JT1728
 JT1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH641327(NAD 83)
 JT1728_MARKER: DD = SURVEY DISK
 JT1728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1728_SP_SET: MASSIVE STRUCTURE
 JT1728_STAMPING: 62 1 C OF N
 JT1728_MARK LOGO: CA2330
 JT1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1728
 JT1728  HISTORY     - Date     Condition        Report By
 JT1728  HISTORY     - 1971     MONUMENTED       CA2330
 JT1728
 JT1728                          STATION DESCRIPTION
 JT1728
 JT1728'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1728'ALONG VALLEJO HIGHWAY AT SOSCOL CREEK BRIDGE, IN CENTERLINE OF WEST
 JT1728'END, A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3496 ***********************************************************************
 EV3496  DESIGNATION -  62 1 11
 EV3496  PID         -  EV3496
 EV3496  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3496  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3496
 EV3496                         *CURRENT SURVEY CONTROL
 EV3496  ___________________________________________________________________
 EV3496* NAD 83(1986)-  34 08 08.     (N)    116 16 56.     (W)     SCALED    
 EV3496* NAVD 88     -       792.832  (meters)    2601.15   (feet)  READJUSTED
 EV3496  ___________________________________________________________________
 EV3496  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EV3496  DYNAMIC HT  -         791.860 (meters)    2597.96  (feet)  COMP
 EV3496  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 EV3496
 EV3496  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3496
 EV3496.The horizontal coordinates were scaled from a topographic map and have
 EV3496.an estimated accuracy of +/- 6 seconds.
 EV3496
 EV3496.The orthometric height was determined by differential leveling
 EV3496.and adjusted in February 1993.
 EV3496.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3496.distribution rate of 0.0 thru 1.0 mm/km.
 EV3496.The height was derived from older observations constrained to new
 EV3496.heights in a crustal motion area.  The height is approximate in
 EV3496.relation to other heights in its vicinity.
 EV3496
 EV3496.The geoid height was determined by GEOID03.
 EV3496
 EV3496.The dynamic height is computed by dividing the NAVD 88
 EV3496.geopotential number by the normal gravity value computed on the
 EV3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3496.degrees latitude (g = 980.6199 gals.).
 EV3496
 EV3496.The modeled gravity was interpolated from observed gravity values.
 EV3496
 EV3496;                    North         East    Units  Estimated Accuracy
 EV3496;SPC CA 5     -   571,850.    2,158,430.      MT  (+/- 180 meters Scaled)
 EV3496
 EV3496                          SUPERSEDED SURVEY CONTROL
 EV3496
 EV3496  NGVD 29 (??/??/92)  792.042  (m)         2598.56   (f) ADJ UNCH    1 1
 EV3496
 EV3496.Superseded values are not recommended for survey control.
 EV3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3496.See file dsdata.txt to determine how the superseded data were derived.
 EV3496
 EV3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT661774(NAD 83)
 EV3496_MARKER: DD = SURVEY DISK
 EV3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3496_SP_SET: CONCRETE POST
 EV3496_STAMPING: 62-1-11 1972
 EV3496_PROJECTION: PROJECTING 8 CENTIMETERS
 EV3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3496+STABILITY: SURFACE MOTION
 EV3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3496+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 EV3496
 EV3496  HISTORY     - Date     Condition        Report By
 EV3496  HISTORY     - 1972     MONUMENTED       CA-071
 EV3496  HISTORY     - 1976     GOOD             NGS
 EV3496  HISTORY     - 1978     GOOD             NGS
 EV3496  HISTORY     - 20020910 GOOD             INDIV
 EV3496
 EV3496                          STATION DESCRIPTION
 EV3496
 EV3496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3496'9.85 MI EAST FROM YUCCA VALLEY.
 EV3496'9.85 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3496'VALLEY, AT THE INTERSECTION OF HIGHWAY 62 AND RICE AVENUE, 187 FT.
 EV3496'NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FT. WEST OF THE CENTERLINE
 EV3496'OF RICE AVENUE, 10 FT. WEST OF A POWER POLE 70557 WITH LINES NORTH,
 EV3496'SOUTH, EAST, AND WEST. NOTE BM MAY ALSO BE REACHED BY GOING 13.15 MILE
 EV3496'WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE ROAD AT
 EV3496'TWENTYNINE PALMS.
 EV3496'THE MARK IS 4 FT  N FROM A WITNESS POST.
 EV3496'THE MARK IS 3 FT BELOW HIGHWAY.
 EV3496
 EV3496                          STATION RECOVERY (1978)
 EV3496
 EV3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3496'RECOVERED IN GOOD CONDITION.
 EV3496
 EV3496                          STATION RECOVERY (2002)
 EV3496
 EV3496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3493 ***********************************************************************
 EV3493  DESIGNATION -  62 1 16
 EV3493  PID         -  EV3493
 EV3493  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3493  USGS QUAD   -  SUNFAIR (1994)
 EV3493
 EV3493                         *CURRENT SURVEY CONTROL
 EV3493  ___________________________________________________________________
 EV3493* NAD 83(1986)-  34 08 08.     (N)    116 12 45.     (W)     SCALED    
 EV3493* NAVD 88     -       763.814  (meters)    2505.95   (feet)  READJUSTED
 EV3493  ___________________________________________________________________
 EV3493  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EV3493  DYNAMIC HT  -         762.890 (meters)    2502.91  (feet)  COMP
 EV3493  MODELED GRAV-     979,399.3   (mgal)                       NAVD 88
 EV3493  OBS GRAVITY -     979,399.2   (mgal)                       GRAV_OBS
 EV3493
 EV3493  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3493
 EV3493.The horizontal coordinates were scaled from a topographic map and have
 EV3493.an estimated accuracy of +/- 6 seconds.
 EV3493
 EV3493.The orthometric height was determined by differential leveling
 EV3493.and adjusted in February 1993.
 EV3493.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3493.distribution rate of 0.0 thru 1.0 mm/km.
 EV3493.The height was derived from older observations constrained to new
 EV3493.heights in a crustal motion area.  The height is approximate in
 EV3493.relation to other heights in its vicinity.
 EV3493
 EV3493.The geoid height was determined by GEOID03.
 EV3493
 EV3493.The dynamic height is computed by dividing the NAVD 88
 EV3493.geopotential number by the normal gravity value computed on the
 EV3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3493.degrees latitude (g = 980.6199 gals.).
 EV3493
 EV3493.The modeled gravity was interpolated from observed gravity values.
 EV3493.The observed gravity was obtained from relative gravimeter ties
 EV3493.to the IGSN71 gravity network.
 EV3493
 EV3493;                    North         East    Units  Estimated Accuracy
 EV3493;SPC CA 5     -   571,970.    2,164,860.      MT  (+/- 180 meters Scaled)
 EV3493
 EV3493                          SUPERSEDED SURVEY CONTROL
 EV3493
 EV3493  NGVD 29 (??/??/92)  763.038  (m)         2503.40   (f) ADJ UNCH    1 1
 EV3493
 EV3493.Superseded values are not recommended for survey control.
 EV3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3493.See file dsdata.txt to determine how the superseded data were derived.
 EV3493
 EV3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT726774(NAD 83)
 EV3493_MARKER: DD = SURVEY DISK
 EV3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3493_SP_SET: CONCRETE POST
 EV3493_STAMPING: 62-1-16 1972
 EV3493_PROJECTION: PROJECTING 8 CENTIMETERS
 EV3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3493+STABILITY: SURFACE MOTION
 EV3493
 EV3493  HISTORY     - Date     Condition        Report By
 EV3493  HISTORY     - 1972     MONUMENTED       CA-071
 EV3493  HISTORY     - 1976     GOOD             NGS
 EV3493  HISTORY     - 1976     GOOD             NGS
 EV3493  HISTORY     - 1978     GOOD             NGS
 EV3493
 EV3493                          STATION DESCRIPTION
 EV3493
 EV3493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3493'9.1 MI WEST FROM TWENTYNINE PALMS.
 EV3493'9.1 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE
 EV3493'ROAD AT TWENTYNINE PALMS, AT THE T JUNCTION OF COPPER MESA DRIVE AND
 EV3493'HIGHWAY 62, 181 NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 FT. WEST
 EV3493'OF THE CENTER LINE OF THE DRIVE, 11 FT. SOUTH OF POWER POLE 70897
 EV3493'WITH A GUY WIRE.
 EV3493'THE MARK IS 3 FT  E FROM A WITNESS POST.
 EV3493'THE MARK IS 1 FT ABOVE ROAD.
 EV3493
 EV3493                          STATION RECOVERY (1976)
 EV3493
 EV3493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV3493'RECOVERED IN GOOD CONDITION.
 EV3493
 EV3493                          STATION RECOVERY (1978)
 EV3493
 EV3493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3509 ***********************************************************************
 EV3509  DESIGNATION -  62 1 2
 EV3509  PID         -  EV3509
 EV3509  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3509  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV3509
 EV3509                         *CURRENT SURVEY CONTROL
 EV3509  ___________________________________________________________________
 EV3509* NAD 83(1986)-  34 07 44.     (N)    116 23 44.     (W)     SCALED    
 EV3509* NAVD 88     -       983.858  (meters)    3227.87   (feet)  READJUSTED
 EV3509  ___________________________________________________________________
 EV3509  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EV3509  DYNAMIC HT  -         982.620 (meters)    3223.81  (feet)  COMP
 EV3509  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 EV3509
 EV3509  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3509
 EV3509.The horizontal coordinates were scaled from a topographic map and have
 EV3509.an estimated accuracy of +/- 6 seconds.
 EV3509
 EV3509.The orthometric height was determined by differential leveling
 EV3509.and adjusted in February 1993.
 EV3509.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3509.distribution rate of 0.0 thru 1.0 mm/km.
 EV3509.The height was derived from older observations constrained to new
 EV3509.heights in a crustal motion area.  The height is approximate in
 EV3509.relation to other heights in its vicinity.
 EV3509
 EV3509.The geoid height was determined by GEOID03.
 EV3509
 EV3509.The dynamic height is computed by dividing the NAVD 88
 EV3509.geopotential number by the normal gravity value computed on the
 EV3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3509.degrees latitude (g = 980.6199 gals.).
 EV3509
 EV3509.The modeled gravity was interpolated from observed gravity values.
 EV3509
 EV3509;                    North         East    Units  Estimated Accuracy
 EV3509;SPC CA 5     -   570,940.    2,147,990.      MT  (+/- 180 meters Scaled)
 EV3509
 EV3509                          SUPERSEDED SURVEY CONTROL
 EV3509
 EV3509  NGVD 29 (??/??/92)  983.030  (m)         3225.16   (f) ADJ UNCH    1 1
 EV3509
 EV3509.Superseded values are not recommended for survey control.
 EV3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3509.See file dsdata.txt to determine how the superseded data were derived.
 EV3509
 EV3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT557766(NAD 83)
 EV3509_MARKER: DB = BENCH MARK DISK
 EV3509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3509_SP_SET: CURB
 EV3509_STAMPING: 62.1.2 1972
 EV3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3509
 EV3509  HISTORY     - Date     Condition        Report By
 EV3509  HISTORY     - 1972     MONUMENTED       CA-071
 EV3509  HISTORY     - 1978     GOOD             NGS
 EV3509  HISTORY     - 20030225 MARK NOT FOUND   INDIV
 EV3509
 EV3509                          STATION DESCRIPTION
 EV3509
 EV3509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3509'3.15 MI EAST FROM YUCCA VALLEY.
 EV3509'3.15 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3509'VALLEY, AT THE INTERSECTION OF BALSA AVENUE AND HIGHWAY 62, 122 FT.
 EV3509'NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF HIGHWAY 62, 48
 EV3509'FT. NORTH OF THE CENTER LINE OF 29 PALMS OUTER HIGHWAY, 18 FT.
 EV3509'EAST OF THE CENTER LINE OF BALSA AVENUE, 109 FT. NORTH-NORTHEAST
 EV3509'OF A POWERLINE POLE WITH ONE TRANSFORMER, IN TOP NORTHEAST
 EV3509'CORNER OF BALSA AVENUE AND 29 PALMS OUTER HIGHWAY, 10 FT. NORTH
 EV3509'OF THE CURB RETURN.
 EV3509
 EV3509                          STATION RECOVERY (2003)
 EV3509
 EV3509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RCF)
 EV3509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3490 ***********************************************************************
 EV3490  DESIGNATION -  62 1 20
 EV3490  PID         -  EV3490
 EV3490  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3490  USGS QUAD   -  SUNFAIR (1994)
 EV3490
 EV3490                         *CURRENT SURVEY CONTROL
 EV3490  ___________________________________________________________________
 EV3490* NAD 83(1986)-  34 08 04.     (N)    116 08 35.     (W)     SCALED    
 EV3490* NAVD 88     -       763.378  (meters)    2504.52   (feet)  READJUSTED
 EV3490  ___________________________________________________________________
 EV3490  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EV3490  DYNAMIC HT  -         762.460 (meters)    2501.50  (feet)  COMP
 EV3490  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 EV3490  OBS GRAVITY -     979,405.5   (mgal)                       GRAV_OBS
 EV3490
 EV3490  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3490
 EV3490.The horizontal coordinates were scaled from a topographic map and have
 EV3490.an estimated accuracy of +/- 6 seconds.
 EV3490
 EV3490.The orthometric height was determined by differential leveling
 EV3490.and adjusted in February 1993.
 EV3490.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3490.distribution rate of 0.0 thru 1.0 mm/km.
 EV3490.The height was derived from older observations constrained to new
 EV3490.heights in a crustal motion area.  The height is approximate in
 EV3490.relation to other heights in its vicinity.
 EV3490
 EV3490.The geoid height was determined by GEOID03.
 EV3490
 EV3490.The dynamic height is computed by dividing the NAVD 88
 EV3490.geopotential number by the normal gravity value computed on the
 EV3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3490.degrees latitude (g = 980.6199 gals.).
 EV3490
 EV3490.The modeled gravity was interpolated from observed gravity values.
 EV3490.The observed gravity was obtained from relative gravimeter ties
 EV3490.to the IGSN71 gravity network.
 EV3490
 EV3490;                    North         East    Units  Estimated Accuracy
 EV3490;SPC CA 5     -   571,960.    2,171,270.      MT  (+/- 180 meters Scaled)
 EV3490
 EV3490                          SUPERSEDED SURVEY CONTROL
 EV3490
 EV3490  NGVD 29 (??/??/92)  762.621  (m)         2502.03   (f) ADJ UNCH    1 1
 EV3490
 EV3490.Superseded values are not recommended for survey control.
 EV3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3490.See file dsdata.txt to determine how the superseded data were derived.
 EV3490
 EV3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT790773(NAD 83)
 EV3490_MARKER: DD = SURVEY DISK
 EV3490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3490_SP_SET: CONCRETE CURB
 EV3490_STAMPING: 62.1.20 1972
 EV3490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3490+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 EV3490
 EV3490  HISTORY     - Date     Condition        Report By
 EV3490  HISTORY     - 1972     MONUMENTED       CA-071
 EV3490  HISTORY     - 1976     GOOD             NGS
 EV3490  HISTORY     - 1978     GOOD             NGS
 EV3490  HISTORY     - 20020123 GOOD             INDIV
 EV3490
 EV3490                          STATION DESCRIPTION
 EV3490
 EV3490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3490'5.1 MI WEST FROM TWENTYNINE PALMS.
 EV3490'5.1 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE
 EV3490'ROAD AT TWENTYNINE PALMS, 0.05 MILE WEST OF A WATER PUMPING STATION
 EV3490'AT A T JUNCTION OF A DIRT ROAD LEADING SOUTH, BELIEVE FUTURE NAME FOR
 EV3490'ROAD IS ADAMS PLACE, 77 FT. SOUTH OF THE CENTER LINE OF HIGHWAY, 38
 EV3490'FT. WEST OF THE CENTER LINE OF ADAMS PLACE, 18 FT. NORTH OF THE CENTER
 EV3490'LINE OF 29 PALMS OUTER HIGHWAY, 70 FT. SOUTHEAST OF POWER POLE 70644,
 EV3490'IN TOP OF CURB AT THE NORTHWEST CORNER OF 29 PALMS OUTER HIGHWAY.
 EV3490'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV3490
 EV3490                          STATION RECOVERY (1978)
 EV3490
 EV3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3490'RECOVERED IN GOOD CONDITION.
 EV3490
 EV3490                          STATION RECOVERY (2002)
 EV3490
 EV3490'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3489 ***********************************************************************
 EV3489  DESIGNATION -  62 1 21
 EV3489  PID         -  EV3489
 EV3489  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3489  USGS QUAD   -  TWENTYNINE PALMS (1994)
 EV3489
 EV3489                         *CURRENT SURVEY CONTROL
 EV3489  ___________________________________________________________________
 EV3489* NAD 83(1986)-  34 08 04.     (N)    116 07 27.     (W)     SCALED    
 EV3489* NAVD 88     -       748.480  (meters)    2455.64   (feet)  READJUSTED
 EV3489  ___________________________________________________________________
 EV3489  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EV3489  DYNAMIC HT  -         747.590 (meters)    2452.72  (feet)  COMP
 EV3489  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 EV3489
 EV3489  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3489
 EV3489.The horizontal coordinates were scaled from a topographic map and have
 EV3489.an estimated accuracy of +/- 6 seconds.
 EV3489
 EV3489.The orthometric height was determined by differential leveling
 EV3489.and adjusted in February 1993.
 EV3489.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3489.distribution rate of 0.0 thru 1.0 mm/km.
 EV3489.The height was derived from older observations constrained to new
 EV3489.heights in a crustal motion area.  The height is approximate in
 EV3489.relation to other heights in its vicinity.
 EV3489
 EV3489.The geoid height was determined by GEOID03.
 EV3489
 EV3489.The dynamic height is computed by dividing the NAVD 88
 EV3489.geopotential number by the normal gravity value computed on the
 EV3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3489.degrees latitude (g = 980.6199 gals.).
 EV3489
 EV3489.The modeled gravity was interpolated from observed gravity values.
 EV3489
 EV3489;                    North         East    Units  Estimated Accuracy
 EV3489;SPC CA 5     -   571,990.    2,173,010.      MT  (+/- 180 meters Scaled)
 EV3489
 EV3489                          SUPERSEDED SURVEY CONTROL
 EV3489
 EV3489  NGVD 29 (??/??/92)  747.726  (m)         2453.16   (f) ADJ UNCH    1 1
 EV3489
 EV3489.Superseded values are not recommended for survey control.
 EV3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3489.See file dsdata.txt to determine how the superseded data were derived.
 EV3489
 EV3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT807774(NAD 83)
 EV3489_MARKER: DD = SURVEY DISK
 EV3489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3489_SP_SET: CONCRETE CURB
 EV3489_STAMPING: 62.1.21 1972
 EV3489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3489+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 EV3489
 EV3489  HISTORY     - Date     Condition        Report By
 EV3489  HISTORY     - 1972     MONUMENTED       CA-071
 EV3489  HISTORY     - 1976     GOOD             NGS
 EV3489  HISTORY     - 1978     GOOD             NGS
 EV3489  HISTORY     - 20020116 GOOD             INDIV
 EV3489
 EV3489                          STATION DESCRIPTION
 EV3489
 EV3489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3489'4.05 MI WEST FROM TWENTYNINE PALMS.
 EV3489'4.05 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE
 EV3489'ROAD AT TWENTYNINE PALMS, AT SOUTHEAST CORNER OF THE T JUNCTION OF
 EV3489'CANYON ROAD AND HIGHWAY 62, 70 FT. SOUTH OF THE CENTER LINE OF THE
 EV3489'HIGHWAY, 18 FT. EAST OF THE CENTER LINE OF THE ROAD, 21 FT. SOUTH OF
 EV3489'THE SOUTH END OF THE CURB RETURN.
 EV3489'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV3489
 EV3489                          STATION RECOVERY (1978)
 EV3489
 EV3489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3489'RECOVERED IN GOOD CONDITION.
 EV3489
 EV3489                          STATION RECOVERY (2002)
 EV3489
 EV3489'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3486 ***********************************************************************
 EV3486  DESIGNATION -  62 1 26 RESET
 EV3486  PID         -  EV3486
 EV3486  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3486  USGS QUAD   -  TWENTYNINE PALMS (1994)
 EV3486
 EV3486                         *CURRENT SURVEY CONTROL
 EV3486  ___________________________________________________________________
 EV3486* NAD 83(1986)-  34 08 08.     (N)    116 04 19.     (W)     SCALED    
 EV3486* NAVD 88     -       629.401  (meters)    2064.96   (feet)  READJUSTED
 EV3486  ___________________________________________________________________
 EV3486  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV3486  DYNAMIC HT  -         628.660 (meters)    2062.53  (feet)  COMP
 EV3486  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 EV3486
 EV3486  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3486
 EV3486.The horizontal coordinates were scaled from a topographic map and have
 EV3486.an estimated accuracy of +/- 6 seconds.
 EV3486
 EV3486.The orthometric height was determined by differential leveling
 EV3486.and adjusted in February 1993.
 EV3486.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3486.distribution rate of 0.0 thru 1.0 mm/km.
 EV3486.The height was derived from older observations constrained to new
 EV3486.heights in a crustal motion area.  The height is approximate in
 EV3486.relation to other heights in its vicinity.
 EV3486
 EV3486.The geoid height was determined by GEOID03.
 EV3486
 EV3486.The dynamic height is computed by dividing the NAVD 88
 EV3486.geopotential number by the normal gravity value computed on the
 EV3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3486.degrees latitude (g = 980.6199 gals.).
 EV3486
 EV3486.The modeled gravity was interpolated from observed gravity values.
 EV3486
 EV3486;                    North         East    Units  Estimated Accuracy
 EV3486;SPC CA 5     -   572,210.    2,177,830.      MT  (+/- 180 meters Scaled)
 EV3486
 EV3486                          SUPERSEDED SURVEY CONTROL
 EV3486
 EV3486  NGVD 29 (??/??/92)  628.662  (m)         2062.54   (f) ADJ UNCH    1 1
 EV3486
 EV3486.Superseded values are not recommended for survey control.
 EV3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3486.See file dsdata.txt to determine how the superseded data were derived.
 EV3486
 EV3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT855775(NAD 83)
 EV3486_MARKER: DD = SURVEY DISK
 EV3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3486_SP_SET: CONCRETE POST
 EV3486_STAMPING: RESET 62.1.26 1974
 EV3486_PROJECTION: PROJECTING 10 CENTIMETERS
 EV3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3486+STABILITY: SURFACE MOTION
 EV3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3486+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 EV3486
 EV3486  HISTORY     - Date     Condition        Report By
 EV3486  HISTORY     - 1974     MONUMENTED       CA-071
 EV3486  HISTORY     - 1976     GOOD             NGS
 EV3486  HISTORY     - 1978     GOOD             NGS
 EV3486  HISTORY     - 20020123 GOOD             INDIV
 EV3486
 EV3486                          STATION DESCRIPTION
 EV3486
 EV3486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3486'1.0 MI WEST FROM TWENTYNINE PALMS.
 EV3486'1.0 MILE WEST ALONG STATE HIGHWAY 62 FROM ITS INTERSECTION WITH ADOBE
 EV3486'ROAD AT TWENTYNINE PALMS, AT THE INTERSECTION OF HIGHWAY 62 AND
 EV3486'MESQUITE SPRINGS ROAD, 50 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EV3486'70 FT. EAST OF THE CENTER LINE OF THE ROAD.
 EV3486'THE MARK IS 4 FT  N FROM A WITNESS POST.
 EV3486'THE MARK IS 5 FT ABOVE HIGHWAY.
 EV3486
 EV3486                          STATION RECOVERY (1978)
 EV3486
 EV3486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3486'RECOVERED IN GOOD CONDITION.
 EV3486
 EV3486                          STATION RECOVERY (2002)
 EV3486
 EV3486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3507 ***********************************************************************
 EV3507  DESIGNATION -  62 1 4
 EV3507  PID         -  EV3507
 EV3507  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3507  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV3507
 EV3507                         *CURRENT SURVEY CONTROL
 EV3507  ___________________________________________________________________
 EV3507* NAD 83(1986)-  34 08 07.     (N)    116 22 43.     (W)     SCALED    
 EV3507* NAVD 88     -       966.984  (meters)    3172.51   (feet)  READJUSTED
 EV3507  ___________________________________________________________________
 EV3507  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EV3507  DYNAMIC HT  -         965.770 (meters)    3168.53  (feet)  COMP
 EV3507  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 EV3507
 EV3507  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3507
 EV3507.The horizontal coordinates were scaled from a topographic map and have
 EV3507.an estimated accuracy of +/- 6 seconds.
 EV3507
 EV3507.The orthometric height was determined by differential leveling
 EV3507.and adjusted in February 1993.
 EV3507.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3507.distribution rate of 0.0 thru 1.0 mm/km.
 EV3507.The height was derived from older observations constrained to new
 EV3507.heights in a crustal motion area.  The height is approximate in
 EV3507.relation to other heights in its vicinity.
 EV3507
 EV3507.The geoid height was determined by GEOID03.
 EV3507
 EV3507.The dynamic height is computed by dividing the NAVD 88
 EV3507.geopotential number by the normal gravity value computed on the
 EV3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3507.degrees latitude (g = 980.6199 gals.).
 EV3507
 EV3507.The modeled gravity was interpolated from observed gravity values.
 EV3507
 EV3507;                    North         East    Units  Estimated Accuracy
 EV3507;SPC CA 5     -   571,680.    2,149,540.      MT  (+/- 180 meters Scaled)
 EV3507
 EV3507                          SUPERSEDED SURVEY CONTROL
 EV3507
 EV3507  NGVD 29 (??/??/92)  966.159  (m)         3169.81   (f) ADJ UNCH    1 1
 EV3507
 EV3507.Superseded values are not recommended for survey control.
 EV3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3507.See file dsdata.txt to determine how the superseded data were derived.
 EV3507
 EV3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT572773(NAD 83)
 EV3507_MARKER: DB = BENCH MARK DISK
 EV3507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3507_SP_SET: CURB
 EV3507_STAMPING: 62.1.4 1972
 EV3507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3507+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 EV3507
 EV3507  HISTORY     - Date     Condition        Report By
 EV3507  HISTORY     - 1972     MONUMENTED       CA-071
 EV3507  HISTORY     - 1978     GOOD             NGS
 EV3507  HISTORY     - 20020830 GOOD             INDIV
 EV3507
 EV3507                          STATION DESCRIPTION
 EV3507
 EV3507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3507'4.2 MI EAST FROM YUCCA VALLEY.
 EV3507'4.2 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3507'VALLEY, AT THE INTERSECTION OF HIGHWAY 62 AND INDIO AVENUE, 106.5
 EV3507'FT. NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF HIGHWAY 62,
 EV3507'61 FT. WEST OF THE CENTER LINE OF INDIO AVENUE, 35.5 FT. SOUTH OF
 EV3507'THE SOUTHEAST CORNER OF DINOS ITALIAN INN, IN TOP OF
 EV3507'NORTH CURB OF TWENTYNINE PALMS OUTER HIGHWAY.
 EV3507
 EV3507                          STATION RECOVERY (2002)
 EV3507
 EV3507'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3506 ***********************************************************************
 EV3506  DESIGNATION -  62 1 5
 EV3506  PID         -  EV3506
 EV3506  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3506  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3506
 EV3506                         *CURRENT SURVEY CONTROL
 EV3506  ___________________________________________________________________
 EV3506* NAD 83(1986)-  34 08 07.     (N)    116 22 09.     (W)     SCALED    
 EV3506* NAVD 88     -       955.153  (meters)    3133.70   (feet)  READJUSTED
 EV3506  ___________________________________________________________________
 EV3506  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EV3506  DYNAMIC HT  -         953.960 (meters)    3129.78  (feet)  COMP
 EV3506  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 EV3506  OBS GRAVITY -     979,354.9   (mgal)                       GRAV_OBS
 EV3506
 EV3506  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3506
 EV3506.The horizontal coordinates were scaled from a topographic map and have
 EV3506.an estimated accuracy of +/- 6 seconds.
 EV3506
 EV3506.The orthometric height was determined by differential leveling
 EV3506.and adjusted in February 1993.
 EV3506.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3506.distribution rate of 0.0 thru 1.0 mm/km.
 EV3506.The height was derived from older observations constrained to new
 EV3506.heights in a crustal motion area.  The height is approximate in
 EV3506.relation to other heights in its vicinity.
 EV3506
 EV3506.The geoid height was determined by GEOID03.
 EV3506
 EV3506.The dynamic height is computed by dividing the NAVD 88
 EV3506.geopotential number by the normal gravity value computed on the
 EV3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3506.degrees latitude (g = 980.6199 gals.).
 EV3506
 EV3506.The modeled gravity was interpolated from observed gravity values.
 EV3506.The observed gravity was obtained from relative gravimeter ties
 EV3506.to the IGSN71 gravity network.
 EV3506
 EV3506;                    North         East    Units  Estimated Accuracy
 EV3506;SPC CA 5     -   571,690.    2,150,420.      MT  (+/- 180 meters Scaled)
 EV3506
 EV3506                          SUPERSEDED SURVEY CONTROL
 EV3506
 EV3506  NGVD 29 (??/??/92)  954.331  (m)         3131.00   (f) ADJ UNCH    1 1
 EV3506
 EV3506.Superseded values are not recommended for survey control.
 EV3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3506.See file dsdata.txt to determine how the superseded data were derived.
 EV3506
 EV3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT581773(NAD 83)
 EV3506_MARKER: DD = SURVEY DISK
 EV3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3506_SP_SET: CONCRETE POST
 EV3506_STAMPING: 62-1-5 1972
 EV3506_PROJECTION: PROJECTING 13 CENTIMETERS
 EV3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3506+STABILITY: SURFACE MOTION
 EV3506
 EV3506  HISTORY     - Date     Condition        Report By
 EV3506  HISTORY     - 1972     MONUMENTED       CA-071
 EV3506  HISTORY     - 1976     GOOD             NGS
 EV3506  HISTORY     - 1978     GOOD             NGS
 EV3506
 EV3506                          STATION DESCRIPTION
 EV3506
 EV3506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3506'4.80 MI EAST FROM YUCCA VALLEY.
 EV3506'4.80 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3506'VALLEY, AT THE INTERSECTION OF HIGHWAY 62 AND YUCCA MESA ROAD NORTH
 EV3506'AND LA CONTENTA ROAD SOUTH, 146 FT. NORTHEAST OF THE CENTER OF THE
 EV3506'INTERSECTION, 106 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY 95 FT.
 EV3506'EAST OF THE CENTER LINE OF MESA ROAD, 93 FT. NORTHEAST OF A POWER POLE
 EV3506'1685924E.
 EV3506'THE MARK IS 1 FT  S FROM A WITNESS POST.
 EV3506'THE MARK IS ABOVE LEVEL WITH HIGHWAY AND ROAD.
 EV3506
 EV3506                          STATION RECOVERY (1978)
 EV3506
 EV3506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3502 ***********************************************************************
 EV3502  DESIGNATION -  62 1 8
 EV3502  PID         -  EV3502
 EV3502  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3502  USGS QUAD   -  JOSHUA TREE NORTH (1994)
 EV3502
 EV3502                         *CURRENT SURVEY CONTROL
 EV3502  ___________________________________________________________________
 EV3502* NAD 83(1986)-  34 08 05.     (N)    116 19 35.     (W)     SCALED    
 EV3502* NAVD 88     -       854.827  (meters)    2804.54   (feet)  READJUSTED
 EV3502  ___________________________________________________________________
 EV3502  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EV3502  DYNAMIC HT  -         853.770 (meters)    2801.08  (feet)  COMP
 EV3502  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 EV3502
 EV3502  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3502
 EV3502.The horizontal coordinates were scaled from a topographic map and have
 EV3502.an estimated accuracy of +/- 6 seconds.
 EV3502
 EV3502.The orthometric height was determined by differential leveling
 EV3502.and adjusted in February 1993.
 EV3502.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3502.distribution rate of 0.0 thru 1.0 mm/km.
 EV3502.The height was derived from older observations constrained to new
 EV3502.heights in a crustal motion area.  The height is approximate in
 EV3502.relation to other heights in its vicinity.
 EV3502
 EV3502.The geoid height was determined by GEOID03.
 EV3502
 EV3502.The dynamic height is computed by dividing the NAVD 88
 EV3502.geopotential number by the normal gravity value computed on the
 EV3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3502.degrees latitude (g = 980.6199 gals.).
 EV3502
 EV3502.The modeled gravity was interpolated from observed gravity values.
 EV3502
 EV3502;                    North         East    Units  Estimated Accuracy
 EV3502;SPC CA 5     -   571,690.    2,154,360.      MT  (+/- 180 meters Scaled)
 EV3502
 EV3502                          SUPERSEDED SURVEY CONTROL
 EV3502
 EV3502  NGVD 29 (??/??/92)  854.022  (m)         2801.90   (f) ADJ UNCH    1 1
 EV3502
 EV3502.Superseded values are not recommended for survey control.
 EV3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3502.See file dsdata.txt to determine how the superseded data were derived.
 EV3502
 EV3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT621772(NAD 83)
 EV3502_MARKER: DD = SURVEY DISK
 EV3502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3502_SP_SET: CONCRETE CURB
 EV3502_STAMPING: 62.1.8 1972
 EV3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3502+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 EV3502
 EV3502  HISTORY     - Date     Condition        Report By
 EV3502  HISTORY     - 1972     MONUMENTED       CA-071
 EV3502  HISTORY     - 1976     GOOD             NGS
 EV3502  HISTORY     - 1978     GOOD             NGS
 EV3502  HISTORY     - 20020412 GOOD             INDIV
 EV3502
 EV3502                          STATION DESCRIPTION
 EV3502
 EV3502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EV3502'7.25 MI EAST FROM YUCCA VALLEY.
 EV3502'7.25 MILE EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV3502'VALLEY, AT THE EAST DRIVEWAY ENTRANCE TO THE JOSHUA TREE MOTEL, 143
 EV3502'FT. WEST OF THE CENTER LINE OF OUTPOST ROAD, IN TOP OF THE CURB, 36
 EV3502'FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FT. WEST OF THE WEST
 EV3502'EDGE OF THE EAST ENTRANCE TO MOTEL.
 EV3502'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV3502
 EV3502                          STATION RECOVERY (1978)
 EV3502
 EV3502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3502'RECOVERED IN GOOD CONDITION.
 EV3502
 EV3502                          STATION RECOVERY (2002)
 EV3502
 EV3502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV3502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1723 ***********************************************************************
 JT1723  DESIGNATION -  62 2
 JT1723  PID         -  JT1723
 JT1723  STATE/COUNTY-  CA/NAPA
 JT1723  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1723
 JT1723                         *CURRENT SURVEY CONTROL
 JT1723  ___________________________________________________________________
 JT1723* NAD 83(1986)-  38 14 54.     (N)    122 16 11.     (W)     SCALED    
 JT1723* NAVD 88     -        19.05   (+/-2cm)      62.5    (feet)  VERTCON   
 JT1723  ___________________________________________________________________
 JT1723  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1723  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1723
 JT1723.The horizontal coordinates were scaled from a topographic map and have
 JT1723.an estimated accuracy of +/- 6 seconds.
 JT1723
 JT1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1723.The vertical order pertains to the NGVD 29 superseded value.
 JT1723
 JT1723.The geoid height was determined by GEOID03.
 JT1723
 JT1723;                    North         East    Units  Estimated Accuracy
 JT1723;SPC CA 2     -   564,610.    1,976,390.      MT  (+/- 180 meters Scaled)
 JT1723
 JT1723                          SUPERSEDED SURVEY CONTROL
 JT1723
 JT1723  NGVD 29 (??/??/92)   18.28   (m)           60.0    (f) COMPUTED    1 1
 JT1723
 JT1723.Superseded values are not recommended for survey control.
 JT1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1723.See file dsdata.txt to determine how the superseded data were derived.
 JT1723
 JT1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639336(NAD 83)
 JT1723_MARKER: DD = SURVEY DISK
 JT1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1723_SP_SET: CULVERT
 JT1723_STAMPING: 62 2 C OF N
 JT1723_MARK LOGO: CA2330
 JT1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1723
 JT1723  HISTORY     - Date     Condition        Report By
 JT1723  HISTORY     - 1971     MONUMENTED       CA2330
 JT1723
 JT1723                          STATION DESCRIPTION
 JT1723
 JT1723'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1723'ALONG VALLEJO HIGHWAY, SOUTH OF PG AND E SUBSTATION, MEDIAN AT
 JT1723'DRAINAGE HEADWALL, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1724 ***********************************************************************
 JT1724  DESIGNATION -  62 3
 JT1724  PID         -  JT1724
 JT1724  STATE/COUNTY-  CA/NAPA
 JT1724  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1724
 JT1724                         *CURRENT SURVEY CONTROL
 JT1724  ___________________________________________________________________
 JT1724* NAD 83(1986)-  38 14 56.     (N)    122 16 11.     (W)     SCALED    
 JT1724* NAVD 88     -        12.08   (+/-2cm)      39.6    (feet)  VERTCON   
 JT1724  ___________________________________________________________________
 JT1724  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1724  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1724
 JT1724.The horizontal coordinates were scaled from a topographic map and have
 JT1724.an estimated accuracy of +/- 6 seconds.
 JT1724
 JT1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1724.The vertical order pertains to the NGVD 29 superseded value.
 JT1724
 JT1724.The geoid height was determined by GEOID03.
 JT1724
 JT1724;                    North         East    Units  Estimated Accuracy
 JT1724;SPC CA 2     -   564,670.    1,976,390.      MT  (+/- 180 meters Scaled)
 JT1724
 JT1724                          SUPERSEDED SURVEY CONTROL
 JT1724
 JT1724  NGVD 29 (??/??/92)   11.316  (m)           37.13   (f) ADJ UNCH    1 1
 JT1724
 JT1724.Superseded values are not recommended for survey control.
 JT1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1724.See file dsdata.txt to determine how the superseded data were derived.
 JT1724
 JT1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639336(NAD 83)
 JT1724_MARKER: DD = SURVEY DISK
 JT1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1724_SP_SET: BASE
 JT1724_STAMPING: 62 3 C OF N
 JT1724_MARK LOGO: CA2330
 JT1724_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1724
 JT1724  HISTORY     - Date     Condition        Report By
 JT1724  HISTORY     - 1971     MONUMENTED       CA2330
 JT1724
 JT1724                          STATION DESCRIPTION
 JT1724
 JT1724'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1724'ALONG VALLEJO HIGHWAY AT POWER POLES TO SUBSTATION, EAST SIDE OF
 JT1724'SOUTHWEST STD BASE, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1595 ***********************************************************************
 JT1595  DESIGNATION -  62 4
 JT1595  PID         -  JT1595
 JT1595  STATE/COUNTY-  CA/NAPA
 JT1595  USGS QUAD   -  NAPA (1980)
 JT1595
 JT1595                         *CURRENT SURVEY CONTROL
 JT1595  ___________________________________________________________________
 JT1595* NAD 83(1986)-  38 15 37.     (N)    122 16 16.     (W)     SCALED    
 JT1595* NAVD 88     -        10.39   (+/-2cm)      34.1    (feet)  VERTCON   
 JT1595  ___________________________________________________________________
 JT1595  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JT1595  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1595
 JT1595.The horizontal coordinates were scaled from a topographic map and have
 JT1595.an estimated accuracy of +/- 6 seconds.
 JT1595
 JT1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1595.The vertical order pertains to the NGVD 29 superseded value.
 JT1595
 JT1595.The geoid height was determined by GEOID03.
 JT1595
 JT1595;                    North         East    Units  Estimated Accuracy
 JT1595;SPC CA 2     -   565,930.    1,976,270.      MT  (+/- 180 meters Scaled)
 JT1595
 JT1595                          SUPERSEDED SURVEY CONTROL
 JT1595
 JT1595  NGVD 29 (??/??/92)    9.618  (m)           31.56   (f) ADJ UNCH    1 1
 JT1595
 JT1595.Superseded values are not recommended for survey control.
 JT1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1595.See file dsdata.txt to determine how the superseded data were derived.
 JT1595
 JT1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637349(NAD 83)
 JT1595_MARKER: DD = SURVEY DISK
 JT1595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1595_SP_SET: COPPER-CLAD STEEL ROD
 JT1595_STAMPING: 62-4 CITY OF NAPA
 JT1595_MARK LOGO: CA2330
 JT1595_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1595
 JT1595  HISTORY     - Date     Condition        Report By
 JT1595  HISTORY     - 1972     MONUMENTED       CA2330
 JT1595
 JT1595                          STATION DESCRIPTION
 JT1595
 JT1595'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1595'2.7 MI (4.3 KM) SOUTHEAST FROM THE COURTHOUSE AT NAPA, ON STATE
 JT1595'HIGHWAY 29 940 FT (286.5 M) NORTH OF CENTERLINE OF KAISER ROAD, 28 FT
 JT1595'(8.5 M) NORTH OF NORTH EDGE OF THE ENTRANCE ROAD INTO THE NAPA VALLEY
 JT1595'MEMORIAL GARDENS CEMETARY, 50 FT (15.2 M) WEST OF CENTERLINE OF
 JT1595'SOUTHBOUND LANES OF HIGHWAY 29.1 FT (8.9 M) WEST OF CHAINLINK FENCE,
 JT1595'8.0 FT (2.4 M) NORTH OF NORTH END OF BLOCK WALL, 0.5 FT (0.2 M) BELOW
 JT1595'TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND, WITH
 JT1595'THE WORD MONUMENT CAST IN THE COVER, AND SET ON TOP OF A COPPER-CLAD
 JT1595'STEEL ROD DRIVEN TO REFUSAL AT 10 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1717 ***********************************************************************
 JT1717  DESIGNATION -  62 5
 JT1717  PID         -  JT1717
 JT1717  STATE/COUNTY-  CA/NAPA
 JT1717  USGS QUAD   -  NAPA (1980)
 JT1717
 JT1717                         *CURRENT SURVEY CONTROL
 JT1717  ___________________________________________________________________
 JT1717* NAD 83(1986)-  38 16 12.     (N)    122 16 18.     (W)     SCALED    
 JT1717* NAVD 88     -         7.84   (+/-2cm)      25.7    (feet)  VERTCON   
 JT1717  ___________________________________________________________________
 JT1717  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JT1717  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1717
 JT1717.The horizontal coordinates were scaled from a topographic map and have
 JT1717.an estimated accuracy of +/- 6 seconds.
 JT1717
 JT1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1717.The vertical order pertains to the NGVD 29 superseded value.
 JT1717
 JT1717.The geoid height was determined by GEOID03.
 JT1717
 JT1717;                    North         East    Units  Estimated Accuracy
 JT1717;SPC CA 2     -   567,010.    1,976,230.      MT  (+/- 180 meters Scaled)
 JT1717
 JT1717                          SUPERSEDED SURVEY CONTROL
 JT1717
 JT1717  NGVD 29 (??/??/92)    7.072  (m)           23.20   (f) ADJ UNCH    1 1
 JT1717
 JT1717.Superseded values are not recommended for survey control.
 JT1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1717.See file dsdata.txt to determine how the superseded data were derived.
 JT1717
 JT1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637360(NAD 83)
 JT1717_MARKER: DD = SURVEY DISK
 JT1717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1717_SP_SET: TRAFFIC ISLAND
 JT1717_STAMPING: 62-5 C OF N
 JT1717_MARK LOGO: CA2330
 JT1717_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1717
 JT1717  HISTORY     - Date     Condition        Report By
 JT1717  HISTORY     - 1971     MONUMENTED       CA2330
 JT1717
 JT1717                          STATION DESCRIPTION
 JT1717
 JT1717'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1717'AT INTERSECTION OF VALLEJO HIGHWAY AND STREBLO, IN SOUTHWEST TRAFFIC
 JT1717'ISLAND, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1905 ***********************************************************************
 JT1905  DESIGNATION -  62 6
 JT1905  PID         -  JT1905
 JT1905  STATE/COUNTY-  CA/NAPA
 JT1905  USGS QUAD   -  NAPA (1980)
 JT1905
 JT1905                         *CURRENT SURVEY CONTROL
 JT1905  ___________________________________________________________________
 JT1905* NAD 83(1986)-  38 16 49.     (N)    122 16 26.     (W)     SCALED    
 JT1905* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 JT1905  ___________________________________________________________________
 JT1905  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1905  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1905
 JT1905.The horizontal coordinates were scaled from a topographic map and have
 JT1905.an estimated accuracy of +/- 6 seconds.
 JT1905
 JT1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1905.The vertical order pertains to the NGVD 29 superseded value.
 JT1905
 JT1905.The geoid height was determined by GEOID03.
 JT1905
 JT1905;                    North         East    Units  Estimated Accuracy
 JT1905;SPC CA 2     -   568,150.    1,976,040.      MT  (+/- 180 meters Scaled)
 JT1905
 JT1905                          SUPERSEDED SURVEY CONTROL
 JT1905
 JT1905  NGVD 29 (??/??/92)    7.35   (m)           24.1    (f) COMPUTED    1 1
 JT1905
 JT1905.Superseded values are not recommended for survey control.
 JT1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1905.See file dsdata.txt to determine how the superseded data were derived.
 JT1905
 JT1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH635371(NAD 83)
 JT1905_MARKER: DD = SURVEY DISK
 JT1905_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1905+WITH SETTING: PAVEMENT
 JT1905_SP_SET: SIGNAL BASE
 JT1905_MARK LOGO: CA2330
 JT1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1905+STABILITY: SURFACE MOTION
 JT1905
 JT1905  HISTORY     - Date     Condition        Report By
 JT1905  HISTORY     - 1971     MONUMENTED       CA2330
 JT1905
 JT1905                          STATION DESCRIPTION
 JT1905
 JT1905'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1905'AT INTERSECTION OF VALLEJO HIGHWAY AND IMOLA AVENUE, SOUTHWEST TRAFFIC
 JT1905'ISLAND, A BRASS CAP SET IN SIGNAL BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3299 ***********************************************************************
 AH3299  DESIGNATION -  62 6
 AH3299  PID         -  AH3299
 AH3299  STATE/COUNTY-  CA/LOS ANGELES
 AH3299  USGS QUAD   -  HOLLYWOOD (1994)
 AH3299
 AH3299                         *CURRENT SURVEY CONTROL
 AH3299  ___________________________________________________________________
 AH3299* NAD 83(1986)-  34 05 48.     (N)    118 22 13.     (W)     SCALED    
 AH3299* NAVD 88     -       119.150  (meters)     390.91   (feet)  ADJUSTED  
 AH3299  ___________________________________________________________________
 AH3299  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AH3299  DYNAMIC HT  -         119.026 (meters)     390.50  (feet)  COMP
 AH3299  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 AH3299
 AH3299  VERT ORDER  -  FIRST     CLASS II
 AH3299
 AH3299.The horizontal coordinates were scaled from a topographic map and have
 AH3299.an estimated accuracy of +/- 6 seconds.
 AH3299
 AH3299.The orthometric height was determined by differential leveling
 AH3299.and adjusted in May 1999.
 AH3299
 AH3299.The geoid height was determined by GEOID03.
 AH3299
 AH3299.The dynamic height is computed by dividing the NAVD 88
 AH3299.geopotential number by the normal gravity value computed on the
 AH3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3299.degrees latitude (g = 980.6199 gals.).
 AH3299
 AH3299.The modeled gravity was interpolated from observed gravity values.
 AH3299
 AH3299;                    North         East    Units  Estimated Accuracy
 AH3299;SPC CA 5     -   566,250.    1,965,830.      MT  (+/- 180 meters Scaled)
 AH3299
 AH3299                          SUPERSEDED SURVEY CONTROL
 AH3299
 AH3299.No superseded survey control is available for this station.
 AH3299
 AH3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT735737(NAD 83)
 AH3299_MARKER: DB = BENCH MARK DISK
 AH3299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3299_SP_SET: CATCH BASIN
 AH3299_STAMPING: BM 62-6 1962
 AH3299_MARK LOGO: CA-037
 AH3299_PROJECTION: FLUSH
 AH3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3299+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1997
 AH3299
 AH3299  HISTORY     - Date     Condition        Report By
 AH3299  HISTORY     - 1962     MONUMENTED       CA-037
 AH3299  HISTORY     - 19970415 GOOD             MWDSC
 AH3299
 AH3299                          STATION DESCRIPTION
 AH3299
 AH3299'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3299'IN THE CITY OF WEST HOLLYWOOD, AT THE NORTHEAST CORNER OF SUNSET BLVD.
 AH3299'AND SWEETZER AVE.  STATION IS ON THE NORTHWEST CORNER OF A 0.9 M (3.0
 AH3299'FT) BY 2.1 M (6.9 FT) CONCRETE CATCH BASIN.  IN FRONT OF BUILDING NO.
 AH3299'8295.  NOTE--SETTING/INSCRIBED AGENCY REPORTED AS LA CO DPW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1731 ***********************************************************************
 JT1731  DESIGNATION -  62 A
 JT1731  PID         -  JT1731
 JT1731  STATE/COUNTY-  CA/NAPA
 JT1731  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1731
 JT1731                         *CURRENT SURVEY CONTROL
 JT1731  ___________________________________________________________________
 JT1731* NAD 83(1986)-  38 13 57.     (N)    122 15 31.     (W)     SCALED    
 JT1731* NAVD 88     -        22.01   (+/-2cm)      72.2    (feet)  VERTCON   
 JT1731  ___________________________________________________________________
 JT1731  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JT1731  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1731
 JT1731.The horizontal coordinates were scaled from a topographic map and have
 JT1731.an estimated accuracy of +/- 6 seconds.
 JT1731
 JT1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1731.The vertical order pertains to the NGVD 29 superseded value.
 JT1731
 JT1731.The geoid height was determined by GEOID03.
 JT1731
 JT1731;                    North         East    Units  Estimated Accuracy
 JT1731;SPC CA 2     -   562,840.    1,977,360.      MT  (+/- 180 meters Scaled)
 JT1731
 JT1731                          SUPERSEDED SURVEY CONTROL
 JT1731
 JT1731  NGVD 29 (??/??/92)   21.25   (m)           69.7    (f) COMPUTED    1 1
 JT1731
 JT1731.Superseded values are not recommended for survey control.
 JT1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1731.See file dsdata.txt to determine how the superseded data were derived.
 JT1731
 JT1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH648318(NAD 83)
 JT1731_MARKER: DD = SURVEY DISK
 JT1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1731_SP_SET: CONCRETE POST
 JT1731_STAMPING: 62 A C OF N
 JT1731_MARK LOGO: CA2330
 JT1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1731+STABILITY: SURFACE MOTION
 JT1731
 JT1731  HISTORY     - Date     Condition        Report By
 JT1731  HISTORY     - 1971     MONUMENTED       CA2330
 JT1731
 JT1731                          STATION DESCRIPTION
 JT1731
 JT1731'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1731'ALONG VALLEJO HIGHWAY AT NORTH END OF KELLY ROAD, IN FIELD SOUTH OF
 JT1731'INTERSECTION, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1730 ***********************************************************************
 JT1730  DESIGNATION -  62 B
 JT1730  PID         -  JT1730
 JT1730  STATE/COUNTY-  CA/NAPA
 JT1730  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1730
 JT1730                         *CURRENT SURVEY CONTROL
 JT1730  ___________________________________________________________________
 JT1730* NAD 83(1986)-  38 14 10.     (N)    122 15 46.     (W)     SCALED    
 JT1730* NAVD 88     -        21.36   (+/-2cm)      70.1    (feet)  VERTCON   
 JT1730  ___________________________________________________________________
 JT1730  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT1730  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1730
 JT1730.The horizontal coordinates were scaled from a topographic map and have
 JT1730.an estimated accuracy of +/- 6 seconds.
 JT1730
 JT1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1730.The vertical order pertains to the NGVD 29 superseded value.
 JT1730
 JT1730.The geoid height was determined by GEOID03.
 JT1730
 JT1730;                    North         East    Units  Estimated Accuracy
 JT1730;SPC CA 2     -   563,250.    1,976,990.      MT  (+/- 180 meters Scaled)
 JT1730
 JT1730                          SUPERSEDED SURVEY CONTROL
 JT1730
 JT1730  NGVD 29 (??/??/92)   20.60   (m)           67.6    (f) COMPUTED    1 1
 JT1730
 JT1730.Superseded values are not recommended for survey control.
 JT1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1730.See file dsdata.txt to determine how the superseded data were derived.
 JT1730
 JT1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645322(NAD 83)
 JT1730_MARKER: DD = SURVEY DISK
 JT1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1730_SP_SET: CONCRETE POST
 JT1730_STAMPING: 62 B C OF N
 JT1730_MARK LOGO: CA2330
 JT1730_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1730+STABILITY: SURFACE MOTION
 JT1730
 JT1730  HISTORY     - Date     Condition        Report By
 JT1730  HISTORY     - 1971     MONUMENTED       CA2330
 JT1730
 JT1730                          STATION DESCRIPTION
 JT1730
 JT1730'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1730'ALONG VALLEJO HIGHWAY, 1500 FT (457.2 M) NORTH OF STATION 229+81.83
 JT1730'BC, IN MEDIAN, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0940 ***********************************************************************
 HR0940  DESIGNATION -  62 B
 HR0940  PID         -  HR0940
 HR0940  STATE/COUNTY-  CA/MARIPOSA
 HR0940  USGS QUAD   -  FISH CAMP (1990)
 HR0940
 HR0940                         *CURRENT SURVEY CONTROL
 HR0940  ___________________________________________________________________
 HR0940* NAD 83(1986)-  37 26 58.     (N)    119 39 00.     (W)     SCALED    
 HR0940* NAVD 88     -      1457.87   (+/-2cm)    4783.0    (feet)  VERTCON   
 HR0940  ___________________________________________________________________
 HR0940  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 HR0940  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0940
 HR0940.The horizontal coordinates were scaled from a topographic map and have
 HR0940.an estimated accuracy of +/- 6 seconds.
 HR0940
 HR0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0940.The vertical order pertains to the NGVD 29 superseded value.
 HR0940
 HR0940.The geoid height was determined by GEOID03.
 HR0940
 HR0940;                    North         East    Units  Estimated Accuracy
 HR0940;SPC CA 3     -   605,710.    2,075,210.      MT  (+/- 180 meters Scaled)
 HR0940
 HR0940                          SUPERSEDED SURVEY CONTROL
 HR0940
 HR0940  NGVD 29 (??/??/92) 1456.86   (m)         4779.7    (f) COMPUTED    2 0
 HR0940
 HR0940.Superseded values are not recommended for survey control.
 HR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0940.See file dsdata.txt to determine how the superseded data were derived.
 HR0940
 HR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB655480(NAD 83)
 HR0940_MARKER: DD = SURVEY DISK
 HR0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0940+STABILITY: SURFACE MOTION
 HR0940
 HR0940  HISTORY     - Date     Condition        Report By
 HR0940  HISTORY     - UNK      MONUMENTED       USGS
 HR0940  HISTORY     - 1935     GOOD             NGS
 HR0940
 HR0940                          STATION DESCRIPTION
 HR0940
 HR0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HR0940'AT MIAMI RANGER STATION.
 HR0940'AT MIAMI RANGER STATION 70 FEET NORTH OF CENTER LINE OF ROAD FROM
 HR0940'WAWONA TO FRESNO, 40 FEET WEST OF FLAG POLE, 30 FEET WEST OF
 HR0940'DRIVEWAY, 8 FEET NORTHEAST OF 30 INCH PINE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1729 ***********************************************************************
 JT1729  DESIGNATION -  62 C
 JT1729  PID         -  JT1729
 JT1729  STATE/COUNTY-  CA/NAPA
 JT1729  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1729
 JT1729                         *CURRENT SURVEY CONTROL
 JT1729  ___________________________________________________________________
 JT1729* NAD 83(1986)-  38 14 22.     (N)    122 15 59.     (W)     SCALED    
 JT1729* NAVD 88     -        21.43   (+/-2cm)      70.3    (feet)  VERTCON   
 JT1729  ___________________________________________________________________
 JT1729  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT1729  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1729
 JT1729.The horizontal coordinates were scaled from a topographic map and have
 JT1729.an estimated accuracy of +/- 6 seconds.
 JT1729
 JT1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1729.The vertical order pertains to the NGVD 29 superseded value.
 JT1729
 JT1729.The geoid height was determined by GEOID03.
 JT1729
 JT1729;                    North         East    Units  Estimated Accuracy
 JT1729;SPC CA 2     -   563,620.    1,976,680.      MT  (+/- 180 meters Scaled)
 JT1729
 JT1729                          SUPERSEDED SURVEY CONTROL
 JT1729
 JT1729  NGVD 29 (??/??/92)   20.67   (m)           67.8    (f) COMPUTED    1 1
 JT1729
 JT1729.Superseded values are not recommended for survey control.
 JT1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1729.See file dsdata.txt to determine how the superseded data were derived.
 JT1729
 JT1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642326(NAD 83)
 JT1729_MARKER: DD = SURVEY DISK
 JT1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1729_SP_SET: CONCRETE POST
 JT1729_STAMPING: 62 C C OF N
 JT1729_MARK LOGO: CA2330
 JT1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1729+STABILITY: SURFACE MOTION
 JT1729
 JT1729  HISTORY     - Date     Condition        Report By
 JT1729  HISTORY     - 1971     MONUMENTED       CA2330
 JT1729
 JT1729                          STATION DESCRIPTION
 JT1729
 JT1729'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1729'AT INTERSECTION OF VALLEJO HIGHWAY AND SOSCOL CREEK, ON SOUTH END OF
 JT1729'MEDIAN ISLAND, A WELL TYPE CONCRETE MONUMENT WITH A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1727 ***********************************************************************
 JT1727  DESIGNATION -  62 C 1
 JT1727  PID         -  JT1727
 JT1727  STATE/COUNTY-  CA/NAPA
 JT1727  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1727
 JT1727                         *CURRENT SURVEY CONTROL
 JT1727  ___________________________________________________________________
 JT1727* NAD 83(1986)-  38 14 42.     (N)    122 16 12.     (W)     SCALED    
 JT1727* NAVD 88     -        32.21   (+/-2cm)     105.7    (feet)  VERTCON   
 JT1727  ___________________________________________________________________
 JT1727  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JT1727  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1727
 JT1727.The horizontal coordinates were scaled from a topographic map and have
 JT1727.an estimated accuracy of +/- 6 seconds.
 JT1727
 JT1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1727.The vertical order pertains to the NGVD 29 superseded value.
 JT1727
 JT1727.The geoid height was determined by GEOID03.
 JT1727
 JT1727;                    North         East    Units  Estimated Accuracy
 JT1727;SPC CA 2     -   564,240.    1,976,360.      MT  (+/- 180 meters Scaled)
 JT1727
 JT1727                          SUPERSEDED SURVEY CONTROL
 JT1727
 JT1727  NGVD 29 (??/??/92)   31.45   (m)          103.2    (f) COMPUTED    1 1
 JT1727
 JT1727.Superseded values are not recommended for survey control.
 JT1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1727.See file dsdata.txt to determine how the superseded data were derived.
 JT1727
 JT1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638332(NAD 83)
 JT1727_MARKER: B = BOLT
 JT1727_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JT1727_SP_SET: ROCK
 JT1727_MARK LOGO: NONE  
 JT1727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1727
 JT1727  HISTORY     - Date     Condition        Report By
 JT1727  HISTORY     - 1971     MONUMENTED       CA2330
 JT1727
 JT1727                          STATION DESCRIPTION
 JT1727
 JT1727'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1727'IN FIELD WEST ALONG VALLEJO HIGHWAY, NORTH OF MADISON CONSTRUCTION
 JT1727'COMPANY, A BOLT IN PCC IN ROCK 54 FT (16.5 M) NORTHWEST OF POWER
 JT1727'POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1726 ***********************************************************************
 JT1726  DESIGNATION -  62 C 2
 JT1726  PID         -  JT1726
 JT1726  STATE/COUNTY-  CA/NAPA
 JT1726  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1726
 JT1726                         *CURRENT SURVEY CONTROL
 JT1726  ___________________________________________________________________
 JT1726* NAD 83(1986)-  38 14 46.     (N)    122 16 12.     (W)     SCALED    
 JT1726* NAVD 88     -        29.46   (+/-2cm)      96.7    (feet)  VERTCON   
 JT1726  ___________________________________________________________________
 JT1726  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JT1726  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1726
 JT1726.The horizontal coordinates were scaled from a topographic map and have
 JT1726.an estimated accuracy of +/- 6 seconds.
 JT1726
 JT1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1726.The vertical order pertains to the NGVD 29 superseded value.
 JT1726
 JT1726.The geoid height was determined by GEOID03.
 JT1726
 JT1726;                    North         East    Units  Estimated Accuracy
 JT1726;SPC CA 2     -   564,360.    1,976,360.      MT  (+/- 180 meters Scaled)
 JT1726
 JT1726                          SUPERSEDED SURVEY CONTROL
 JT1726
 JT1726  NGVD 29 (??/??/92)   28.70   (m)           94.2    (f) COMPUTED    1 1
 JT1726
 JT1726.Superseded values are not recommended for survey control.
 JT1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1726.See file dsdata.txt to determine how the superseded data were derived.
 JT1726
 JT1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638333(NAD 83)
 JT1726_MARKER: B = BOLT
 JT1726_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JT1726_SP_SET: ROCK
 JT1726_MARK LOGO: NONE  
 JT1726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1726
 JT1726  HISTORY     - Date     Condition        Report By
 JT1726  HISTORY     - 1971     MONUMENTED       CA2330
 JT1726
 JT1726                          STATION DESCRIPTION
 JT1726
 JT1726'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1726'IN FIELD WEST ALONG VALLEJO HIGHWAY, 1760 FT (536.4 M) NORTH ON SOSCOL
 JT1726'FERRY ROAD, IN ROCK 56 FT (17.1 M) WEST OF FENCE, A BOLT IN PCC IN
 JT1726'ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0481 ***********************************************************************
 MW0481  DESIGNATION -  62 C USGS
 MW0481  PID         -  MW0481
 MW0481  STATE/COUNTY-  CA/SHASTA
 MW0481  USGS QUAD   -  DANA (1995)
 MW0481
 MW0481                         *CURRENT SURVEY CONTROL
 MW0481  ___________________________________________________________________
 MW0481* NAD 83(1986)-  41 05 40.     (N)    121 30 51.     (W)     SCALED    
 MW0481* NAVD 88     -      1012.139  (meters)    3320.66   (feet)  ADJUSTED  
 MW0481  ___________________________________________________________________
 MW0481  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 MW0481  DYNAMIC HT  -        1011.464 (meters)    3318.44  (feet)  COMP
 MW0481  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 MW0481
 MW0481  VERT ORDER  -  SECOND    CLASS 0
 MW0481
 MW0481.The horizontal coordinates were scaled from a topographic map and have
 MW0481.an estimated accuracy of +/- 6 seconds.
 MW0481
 MW0481.The orthometric height was determined by differential leveling
 MW0481.and adjusted in June 1991.
 MW0481
 MW0481.The geoid height was determined by GEOID03.
 MW0481
 MW0481.The dynamic height is computed by dividing the NAVD 88
 MW0481.geopotential number by the normal gravity value computed on the
 MW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0481.degrees latitude (g = 980.6199 gals.).
 MW0481
 MW0481.The modeled gravity was interpolated from observed gravity values.
 MW0481
 MW0481;                    North         East    Units  Estimated Accuracy
 MW0481;SPC CA 1     -   695,660.    2,040,810.      MT  (+/- 180 meters Scaled)
 MW0481
 MW0481                          SUPERSEDED SURVEY CONTROL
 MW0481
 MW0481  NGVD 29 (??/??/??) 1011.165  (m)         3317.46   (f) ADJUSTED    2 0
 MW0481
 MW0481.Superseded values are not recommended for survey control.
 MW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0481.See file dsdata.txt to determine how the superseded data were derived.
 MW0481
 MW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL247503(NAD 83)
 MW0481_MARKER: DD = SURVEY DISK
 MW0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MW0481_SP_SET: SIDEWALK
 MW0481_STAMPING: 62 C 1931
 MW0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MW0481
 MW0481  HISTORY     - Date     Condition        Report By
 MW0481  HISTORY     - 1931     MONUMENTED       USGS
 MW0481  HISTORY     - 1935     GOOD             NGS
 MW0481
 MW0481                          STATION DESCRIPTION
 MW0481
 MW0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MW0481'3.3 MI NW FROM GLENBURN.
 MW0481'3.3 MILES NORTHWEST ALONG THE OLD BEAR FLAT-FALL RIVER MILLS ROAD
 MW0481'FROM THE PUBLIC SCHOOL AT GLENBURN, SHASTA COUNTY, 200 FEET NORTH
 MW0481'OF THE CENTER OF THE JUNCTION OF THE MC CLOUD ROAD, 45 FEET EAST
 MW0481'OF THE F. L. WHIPPLE RANCH HOUSE IN 1936, 25 FEET WEST OF THE
 MW0481'CENTERLINE OF THE ROAD, AND IN THE TOP OF THE EAST END OF A
 MW0481'CONCRETE SIDEWALK LEADING TO THE HOUSE.  A UNITED STATES
 MW0481'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 62 C 1931.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2711 ***********************************************************************
 EV2711  DESIGNATION -  62 D
 EV2711  PID         -  EV2711
 EV2711  STATE/COUNTY-  CA/LOS ANGELES
 EV2711  USGS QUAD   -  SAN DIMAS (1981)
 EV2711
 EV2711                         *CURRENT SURVEY CONTROL
 EV2711  ___________________________________________________________________
 EV2711* NAD 83(1986)-  34 03 29.     (N)    117 47 18.     (W)     SCALED    
 EV2711* NAVD 88     -       240.082  (meters)     787.67   (feet)  READJUSTED
 EV2711  ___________________________________________________________________
 EV2711  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 EV2711  DYNAMIC HT  -         239.820 (meters)     786.81  (feet)  COMP
 EV2711  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 EV2711  OBS GRAVITY -     979,538.6   (mgal)                       GRAV_OBS
 EV2711
 EV2711  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2711
 EV2711.The horizontal coordinates were scaled from a topographic map and have
 EV2711.an estimated accuracy of +/- 6 seconds.
 EV2711
 EV2711.The orthometric height was determined by differential leveling
 EV2711.and adjusted in February 1993.
 EV2711.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2711.distribution rate of 0.0 thru 1.0 mm/km.
 EV2711.The height was derived from older observations constrained to new
 EV2711.heights in a crustal motion area.  The height is approximate in
 EV2711.relation to other heights in its vicinity.
 EV2711
 EV2711.The geoid height was determined by GEOID03.
 EV2711
 EV2711.The dynamic height is computed by dividing the NAVD 88
 EV2711.geopotential number by the normal gravity value computed on the
 EV2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2711.degrees latitude (g = 980.6199 gals.).
 EV2711
 EV2711.The modeled gravity was interpolated from observed gravity values.
 EV2711.The observed gravity was obtained from relative gravimeter ties
 EV2711.to the IGSN71 gravity network.
 EV2711
 EV2711;                    North         East    Units  Estimated Accuracy
 EV2711;SPC CA 5     -   561,920.    2,019,540.      MT  (+/- 180 meters Scaled)
 EV2711
 EV2711                          SUPERSEDED SURVEY CONTROL
 EV2711
 EV2711  NGVD 29 (??/??/92)  239.322  (m)          785.18   (f) ADJ UNCH    1 1
 EV2711
 EV2711.Superseded values are not recommended for survey control.
 EV2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2711.See file dsdata.txt to determine how the superseded data were derived.
 EV2711
 EV2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT272688(NAD 83)
 EV2711_MARKER: DD = SURVEY DISK
 EV2711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2711_SP_SET: CULVERT
 EV2711_STAMPING: 62 D 1933
 EV2711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2711
 EV2711  HISTORY     - Date     Condition        Report By
 EV2711  HISTORY     - 1933     MONUMENTED       MWDSC
 EV2711  HISTORY     - 1968     GOOD             NGS
 EV2711  HISTORY     - 1978     GOOD             NGS
 EV2711
 EV2711                          STATION DESCRIPTION
 EV2711
 EV2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2711'2 MI W FROM POMONA.
 EV2711'POMONA, 2 MI W OF THE CITY HALL, ON THE SOUTHERN PACIFIC RAILROAD
 EV2711'ABOUT 250 FEET W OF THE INTERSECTION OF VERNON AVENUE AND BELLEVUE
 EV2711'AVENUE, 8.0 FEET N OF THE N RAIL OF THE RR, SET IN THE CENTER OF
 EV2711'THE TOP SURFACE OF THE NORTH ABUTMENT OF THE CONCRETE CULVERT UNDER
 EV2711'THE RAILROAD.
 EV2711
 EV2711                          STATION RECOVERY (1978)
 EV2711
 EV2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1725 ***********************************************************************
 JT1725  DESIGNATION -  62 D
 JT1725  PID         -  JT1725
 JT1725  STATE/COUNTY-  CA/NAPA
 JT1725  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1725
 JT1725                         *CURRENT SURVEY CONTROL
 JT1725  ___________________________________________________________________
 JT1725* NAD 83(1986)-  38 14 58.     (N)    122 16 13.     (W)     SCALED    
 JT1725* NAVD 88     -         9.17   (+/-2cm)      30.1    (feet)  VERTCON   
 JT1725  ___________________________________________________________________
 JT1725  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT1725  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1725
 JT1725.The horizontal coordinates were scaled from a topographic map and have
 JT1725.an estimated accuracy of +/- 6 seconds.
 JT1725
 JT1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1725.The vertical order pertains to the NGVD 29 superseded value.
 JT1725
 JT1725.The geoid height was determined by GEOID03.
 JT1725
 JT1725;                    North         East    Units  Estimated Accuracy
 JT1725;SPC CA 2     -   564,730.    1,976,340.      MT  (+/- 180 meters Scaled)
 JT1725
 JT1725                          SUPERSEDED SURVEY CONTROL
 JT1725
 JT1725  NGVD 29 (??/??/92)    8.41   (m)           27.6    (f) COMPUTED    1 1
 JT1725
 JT1725.Superseded values are not recommended for survey control.
 JT1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1725.See file dsdata.txt to determine how the superseded data were derived.
 JT1725
 JT1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638337(NAD 83)
 JT1725_MARKER: DD = SURVEY DISK
 JT1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1725_SP_SET: CONCRETE POST
 JT1725_STAMPING: 62 D C OF N
 JT1725_MARK LOGO: CA2330
 JT1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1725+STABILITY: SURFACE MOTION
 JT1725
 JT1725  HISTORY     - Date     Condition        Report By
 JT1725  HISTORY     - 1971     MONUMENTED       CA2330
 JT1725
 JT1725                          STATION DESCRIPTION
 JT1725
 JT1725'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1725'ALONG VALLEJO HIGHWAY TO A DIRT ROAD ON NORTH SIDE OF SOSCOL HILL,
 JT1725'WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9164 ***********************************************************************
 JT9164  DESIGNATION -  62 E
 JT9164  PID         -  JT9164
 JT9164  STATE/COUNTY-  CA/NAPA
 JT9164  USGS QUAD   -  NAPA (1980)
 JT9164
 JT9164                         *CURRENT SURVEY CONTROL
 JT9164  ___________________________________________________________________
 JT9164* NAD 83(1986)-  38 15 18.     (N)    122 16 16.     (W)     SCALED    
 JT9164* NAVD 88     -        12.49   (+/-2cm)      41.0    (feet)  VERTCON   
 JT9164  ___________________________________________________________________
 JT9164  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JT9164  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9164
 JT9164.The horizontal coordinates were scaled from a topographic map and have
 JT9164.an estimated accuracy of +/- 6 seconds.
 JT9164
 JT9164.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9164.The vertical order pertains to the NGVD 29 superseded value.
 JT9164
 JT9164.The geoid height was determined by GEOID03.
 JT9164
 JT9164;                    North         East    Units  Estimated Accuracy
 JT9164;SPC CA 2     -   565,350.    1,976,270.      MT  (+/- 180 meters Scaled)
 JT9164
 JT9164                          SUPERSEDED SURVEY CONTROL
 JT9164
 JT9164  NGVD 29 (??/??/92)   11.72   (m)           38.5    (f) COMPUTED    1 1
 JT9164
 JT9164.Superseded values are not recommended for survey control.
 JT9164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9164.See file dsdata.txt to determine how the superseded data were derived.
 JT9164
 JT9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637343(NAD 83)
 JT9164_MARKER: DD = SURVEY DISK
 JT9164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9164_SP_SET: CONCRETE POST
 JT9164_STAMPING: 62 E C OF N
 JT9164_MARK LOGO: CA2330
 JT9164_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9164+STABILITY: SURFACE MOTION
 JT9164
 JT9164  HISTORY     - Date     Condition        Report By
 JT9164  HISTORY     - 1971     MONUMENTED       CA2330
 JT9164
 JT9164                          STATION DESCRIPTION
 JT9164
 JT9164'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9164'ALONG VALLEJO HIGHWAY, 1400 FT (426.7 M) SOUTH ON KAISER ROAD, WEST OF
 JT9164'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1721 ***********************************************************************
 JT1721  DESIGNATION -  62 F
 JT1721  PID         -  JT1721
 JT1721  STATE/COUNTY-  CA/NAPA
 JT1721  USGS QUAD   -  NAPA (1980)
 JT1721
 JT1721                         *CURRENT SURVEY CONTROL
 JT1721  ___________________________________________________________________
 JT1721* NAD 83(1986)-  38 15 27.     (N)    122 16 16.     (W)     SCALED    
 JT1721* NAVD 88     -         9.96   (+/-2cm)      32.7    (feet)  VERTCON   
 JT1721  ___________________________________________________________________
 JT1721  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JT1721  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1721
 JT1721.The horizontal coordinates were scaled from a topographic map and have
 JT1721.an estimated accuracy of +/- 6 seconds.
 JT1721
 JT1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1721.The vertical order pertains to the NGVD 29 superseded value.
 JT1721
 JT1721.The geoid height was determined by GEOID03.
 JT1721
 JT1721;                    North         East    Units  Estimated Accuracy
 JT1721;SPC CA 2     -   565,620.    1,976,270.      MT  (+/- 180 meters Scaled)
 JT1721
 JT1721                          SUPERSEDED SURVEY CONTROL
 JT1721
 JT1721  NGVD 29 (??/??/92)    9.193  (m)           30.16   (f) ADJ UNCH    1 1
 JT1721
 JT1721.Superseded values are not recommended for survey control.
 JT1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1721.See file dsdata.txt to determine how the superseded data were derived.
 JT1721
 JT1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637346(NAD 83)
 JT1721_MARKER: DD = SURVEY DISK
 JT1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1721_SP_SET: CONCRETE POST
 JT1721_STAMPING: 62 F C OF N
 JT1721_MARK LOGO: CA2330
 JT1721_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1721+STABILITY: SURFACE MOTION
 JT1721
 JT1721  HISTORY     - Date     Condition        Report By
 JT1721  HISTORY     - 1971     MONUMENTED       CA2330
 JT1721
 JT1721                          STATION DESCRIPTION
 JT1721
 JT1721'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1721'ALONG VALLEJO HIGHWAY, 160 FT (48.8 M) SOUTH ON KAISER ROAD, WEST OF
 JT1721'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5851 ***********************************************************************
 EW5851  DESIGNATION -  62 FMK
 EW5851  PID         -  EW5851
 EW5851  STATE/COUNTY-  CA/VENTURA
 EW5851  USGS QUAD   -  VENTURA (1967)
 EW5851
 EW5851                         *CURRENT SURVEY CONTROL
 EW5851  ___________________________________________________________________
 EW5851* NAD 83(1986)-  34 17 23.     (N)    119 17 52.     (W)     SCALED    
 EW5851* NAVD 88     -        15.321  (meters)      50.27   (feet)  ADJUSTED  
 EW5851  ___________________________________________________________________
 EW5851  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EW5851  DYNAMIC HT  -          15.304 (meters)      50.21  (feet)  COMP
 EW5851  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 EW5851
 EW5851  VERT ORDER  -  FIRST     CLASS I
 EW5851
 EW5851.The horizontal coordinates were scaled from a topographic map and have
 EW5851.an estimated accuracy of +/- 6 seconds.
 EW5851
 EW5851.The orthometric height was determined by differential leveling
 EW5851.and adjusted in June 1991.
 EW5851.WARNING-Repeat measurements at this control monument indicate possible
 EW5851.vertical movement.
 EW5851
 EW5851.The geoid height was determined by GEOID03.
 EW5851
 EW5851.The dynamic height is computed by dividing the NAVD 88
 EW5851.geopotential number by the normal gravity value computed on the
 EW5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5851.degrees latitude (g = 980.6199 gals.).
 EW5851
 EW5851.The modeled gravity was interpolated from observed gravity values.
 EW5851
 EW5851;                    North         East    Units  Estimated Accuracy
 EW5851;SPC CA 5     -   588,370.    1,880,520.      MT  (+/- 180 meters Scaled)
 EW5851
 EW5851                          SUPERSEDED SURVEY CONTROL
 EW5851
 EW5851  NGVD 29 (??/??/92)   14.572  (m)           47.81   (f) ADJ UNCH    1 1
 EW5851
 EW5851.Superseded values are not recommended for survey control.
 EW5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5851.See file dsdata.txt to determine how the superseded data were derived.
 EW5851
 EW5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT885966(NAD 83)
 EW5851_MARKER: DD = SURVEY DISK
 EW5851_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW5851_SP_SET: CURB
 EW5851_STAMPING: 62 FMK 1973
 EW5851_MARK LOGO: USGS  
 EW5851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5851
 EW5851  HISTORY     - Date     Condition        Report By
 EW5851  HISTORY     - UNK      MONUMENTED
 EW5851  HISTORY     - 1977     GOOD             NGS
 EW5851  HISTORY     - 1983     GOOD             USGS
 EW5851  HISTORY     - 19890605 GOOD             NGS
 EW5851
 EW5851                          STATION DESCRIPTION
 EW5851
 EW5851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5851'VENTURA.
 EW5851'AT JUNCTION OF EAST RAMONA STREET AND VENTURA AVENUE, 35.0 FT.
 EW5851'NORTH OF THE CENTER LINE OF THE STREET, 25.0 FT. EAST OF THE CENTER
 EW5851'LINE OF THE AVENUE, 2.0 FT. WEST OF A 4-INCH STEEL POST SUPPORTING
 EW5851'TRAFFIC LIGHTS, IN THE TOP OF A 5-INCH CURB.
 EW5851
 EW5851                          STATION RECOVERY (1983)
 EW5851
 EW5851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5851'RECOVERED IN GOOD CONDITION.
 EW5851
 EW5851                          STATION RECOVERY (1989)
 EW5851
 EW5851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1720 ***********************************************************************
 JT1720  DESIGNATION -  62 G
 JT1720  PID         -  JT1720
 JT1720  STATE/COUNTY-  CA/NAPA
 JT1720  USGS QUAD   -  NAPA (1980)
 JT1720
 JT1720                         *CURRENT SURVEY CONTROL
 JT1720  ___________________________________________________________________
 JT1720* NAD 83(1986)-  38 15 39.     (N)    122 16 16.     (W)     SCALED    
 JT1720* NAVD 88     -        10.56   (+/-2cm)      34.6    (feet)  VERTCON   
 JT1720  ___________________________________________________________________
 JT1720  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JT1720  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1720
 JT1720.The horizontal coordinates were scaled from a topographic map and have
 JT1720.an estimated accuracy of +/- 6 seconds.
 JT1720
 JT1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1720.The vertical order pertains to the NGVD 29 superseded value.
 JT1720
 JT1720.The geoid height was determined by GEOID03.
 JT1720
 JT1720;                    North         East    Units  Estimated Accuracy
 JT1720;SPC CA 2     -   565,990.    1,976,270.      MT  (+/- 180 meters Scaled)
 JT1720
 JT1720                          SUPERSEDED SURVEY CONTROL
 JT1720
 JT1720  NGVD 29 (??/??/92)    9.79   (m)           32.1    (f) COMPUTED    1 1
 JT1720
 JT1720.Superseded values are not recommended for survey control.
 JT1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1720.See file dsdata.txt to determine how the superseded data were derived.
 JT1720
 JT1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637350(NAD 83)
 JT1720_MARKER: DD = SURVEY DISK
 JT1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1720_SP_SET: CONCRETE POST
 JT1720_STAMPING: 62 G C OF N
 JT1720_MARK LOGO: CA2330
 JT1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1720+STABILITY: SURFACE MOTION
 JT1720
 JT1720  HISTORY     - Date     Condition        Report By
 JT1720  HISTORY     - 1971     MONUMENTED       CA2330
 JT1720
 JT1720                          STATION DESCRIPTION
 JT1720
 JT1720'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1720'ALONG VALLEJO HIGHWAY, 300 FT (91.4 M) NORTH OF MEMORIAL GARDENS
 JT1720'ENTRANCE, WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1719 ***********************************************************************
 JT1719  DESIGNATION -  62 H
 JT1719  PID         -  JT1719
 JT1719  STATE/COUNTY-  CA/NAPA
 JT1719  USGS QUAD   -  NAPA (1980)
 JT1719
 JT1719                         *CURRENT SURVEY CONTROL
 JT1719  ___________________________________________________________________
 JT1719* NAD 83(1986)-  38 15 52.     (N)    122 16 15.     (W)     SCALED    
 JT1719* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 JT1719  ___________________________________________________________________
 JT1719  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JT1719  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1719
 JT1719.The horizontal coordinates were scaled from a topographic map and have
 JT1719.an estimated accuracy of +/- 6 seconds.
 JT1719
 JT1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1719.The vertical order pertains to the NGVD 29 superseded value.
 JT1719
 JT1719.The geoid height was determined by GEOID03.
 JT1719
 JT1719;                    North         East    Units  Estimated Accuracy
 JT1719;SPC CA 2     -   566,390.    1,976,300.      MT  (+/- 180 meters Scaled)
 JT1719
 JT1719                          SUPERSEDED SURVEY CONTROL
 JT1719
 JT1719  NGVD 29 (??/??/92)    9.84   (m)           32.3    (f) COMPUTED    1 1
 JT1719
 JT1719.Superseded values are not recommended for survey control.
 JT1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1719.See file dsdata.txt to determine how the superseded data were derived.
 JT1719
 JT1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637354(NAD 83)
 JT1719_MARKER: DD = SURVEY DISK
 JT1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1719_SP_SET: CONCRETE POST
 JT1719_STAMPING: 62 H C OF N
 JT1719_MARK LOGO: CA2330
 JT1719_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1719+STABILITY: SURFACE MOTION
 JT1719
 JT1719  HISTORY     - Date     Condition        Report By
 JT1719  HISTORY     - 1971     MONUMENTED       CA2330
 JT1719
 JT1719                          STATION DESCRIPTION
 JT1719
 JT1719'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1719'ALONG VALLEJO HIGHWAY AT BASALT ENTRANCE, EAST SIDE OF MEDIAN ISLAND,
 JT1719'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3170 ***********************************************************************
 EV3170  DESIGNATION -  62 J
 EV3170  PID         -  EV3170
 EV3170  STATE/COUNTY-  CA/LOS ANGELES
 EV3170  USGS QUAD   -  SAN DIMAS (1981)
 EV3170
 EV3170                         *CURRENT SURVEY CONTROL
 EV3170  ___________________________________________________________________
 EV3170* NAD 83(1986)-  34 00 07.     (N)    117 50 06.     (W)     SCALED    
 EV3170* NAVD 88     -       184.07   (+/-2cm)     603.9    (feet)  VERTCON   
 EV3170  ___________________________________________________________________
 EV3170  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EV3170  VERT ORDER  -  THIRD (See Below)
 EV3170
 EV3170.The horizontal coordinates were scaled from a topographic map and have
 EV3170.an estimated accuracy of +/- 6 seconds.
 EV3170
 EV3170.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3170.The vertical order pertains to the NGVD 29 superseded value.
 EV3170
 EV3170.The geoid height was determined by GEOID03.
 EV3170
 EV3170;                    North         East    Units  Estimated Accuracy
 EV3170;SPC CA 5     -   555,690.    2,015,240.      MT  (+/- 180 meters Scaled)
 EV3170
 EV3170                          SUPERSEDED SURVEY CONTROL
 EV3170
 EV3170  NGVD 29 (??/??/??)  183.32   (m)          601.4    (f) RESET       3  
 EV3170
 EV3170.Superseded values are not recommended for survey control.
 EV3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3170.See file dsdata.txt to determine how the superseded data were derived.
 EV3170
 EV3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT228626(NAD 83)
 EV3170_MARKER: DD = SURVEY DISK
 EV3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3170_STAMPING: 62 J 1933
 EV3170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3170+STABILITY: SURFACE MOTION
 EV3170
 EV3170  HISTORY     - Date     Condition        Report By
 EV3170  HISTORY     - 1933     MONUMENTED       MWDSC
 EV3170  HISTORY     - 1949     MARK NOT FOUND   NGS
 EV3170
 EV3170                          STATION DESCRIPTION
 EV3170
 EV3170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EV3170'7.2 MI NE FROM BREA.
 EV3170'IN LOS ANGELES COUNTY, 7.2 MI NE ALONG BREA CANYON ROAD FROM THE
 EV3170'GRAMMAR SCHOOL AT BREA, ORANGE COUNTY, 0.7 MILE NE OF THE INTER-
 EV3170'SECTION OF THE NEW AND OLD BREA CANYON ROADS, 50 FEET NW OF THE
 EV3170'CENTERLINE OF THE HIGHWAY, AND 3 FEET SE OF A FENCE.  A METROPOLITAN
 EV3170'WATER DISTRICT OF SOUTHERN CALIFORNIA DISK SET IN THE TOP OF A
 EV3170'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1718 ***********************************************************************
 JT1718  DESIGNATION -  62 J
 JT1718  PID         -  JT1718
 JT1718  STATE/COUNTY-  CA/NAPA
 JT1718  USGS QUAD   -  NAPA (1980)
 JT1718
 JT1718                         *CURRENT SURVEY CONTROL
 JT1718  ___________________________________________________________________
 JT1718* NAD 83(1986)-  38 16 11.     (N)    122 16 18.     (W)     SCALED    
 JT1718* NAVD 88     -         6.50   (+/-2cm)      21.3    (feet)  VERTCON   
 JT1718  ___________________________________________________________________
 JT1718  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JT1718  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1718
 JT1718.The horizontal coordinates were scaled from a topographic map and have
 JT1718.an estimated accuracy of +/- 6 seconds.
 JT1718
 JT1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1718.The vertical order pertains to the NGVD 29 superseded value.
 JT1718
 JT1718.The geoid height was determined by GEOID03.
 JT1718
 JT1718;                    North         East    Units  Estimated Accuracy
 JT1718;SPC CA 2     -   566,980.    1,976,230.      MT  (+/- 180 meters Scaled)
 JT1718
 JT1718                          SUPERSEDED SURVEY CONTROL
 JT1718
 JT1718  NGVD 29 (??/??/92)    5.723  (m)           18.78   (f) ADJ UNCH    1 1
 JT1718
 JT1718.Superseded values are not recommended for survey control.
 JT1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1718.See file dsdata.txt to determine how the superseded data were derived.
 JT1718
 JT1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637359(NAD 83)
 JT1718_MARKER: DD = SURVEY DISK
 JT1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1718_SP_SET: CONCRETE POST
 JT1718_STAMPING: 62 J C OF N
 JT1718_MARK LOGO: CA2330
 JT1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1718+STABILITY: SURFACE MOTION
 JT1718
 JT1718  HISTORY     - Date     Condition        Report By
 JT1718  HISTORY     - 1971     MONUMENTED       CA2330
 JT1718
 JT1718                          STATION DESCRIPTION
 JT1718
 JT1718'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1718'ALONG VALLEJO HIGHWAY, 600 FT (182.9 M) SOUTH ON STREBLO, WEST OF
 JT1718'SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3017 ***********************************************************************
 DX3017  DESIGNATION -  62 K
 DX3017  PID         -  DX3017
 DX3017  STATE/COUNTY-  CA/LOS ANGELES
 DX3017  USGS QUAD   -  YORBA LINDA (1981)
 DX3017
 DX3017                         *CURRENT SURVEY CONTROL
 DX3017  ___________________________________________________________________
 DX3017* NAD 83(1986)-  33 59 47.     (N)    117 50 27.     (W)     SCALED    
 DX3017* NAVD 88     -       195.77   (+/-2cm)     642.3    (feet)  VERTCON   
 DX3017  ___________________________________________________________________
 DX3017  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DX3017  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX3017
 DX3017.The horizontal coordinates were scaled from a topographic map and have
 DX3017.an estimated accuracy of +/- 6 seconds.
 DX3017
 DX3017.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX3017.The vertical order pertains to the NGVD 29 superseded value.
 DX3017
 DX3017.The geoid height was determined by GEOID03.
 DX3017
 DX3017;                    North         East    Units  Estimated Accuracy
 DX3017;SPC CA 5     -   555,070.    2,014,710.      MT  (+/- 180 meters Scaled)
 DX3017
 DX3017                          SUPERSEDED SURVEY CONTROL
 DX3017
 DX3017  NGVD 29 (??/??/??)  195.020  (m)          639.83   (f) ADJUSTED    1 2
 DX3017
 DX3017.Superseded values are not recommended for survey control.
 DX3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3017.See file dsdata.txt to determine how the superseded data were derived.
 DX3017
 DX3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT223620(NAD 83)
 DX3017_MARKER: DB = BENCH MARK DISK
 DX3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX3017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX3017_STAMPING: 62 K 1933
 DX3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3017+STABILITY: SURFACE MOTION
 DX3017
 DX3017  HISTORY     - Date     Condition        Report By
 DX3017  HISTORY     - 1933     MONUMENTED       MWDSC
 DX3017  HISTORY     - 1949     GOOD             NGS
 DX3017  HISTORY     - 1968     GOOD             MWDSC
 DX3017
 DX3017                          STATION DESCRIPTION
 DX3017
 DX3017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX3017'7 MI NE FROM BREA.
 DX3017'ABOUT 6.6 MILES NORTHEAST ALONG THE BREA CANYON ROAD FROM THE
 DX3017'GRAMMAR SCHOOL AT THE NORTH EDGE OF BREA, TO A PAVED FORK, THEN
 DX3017'STRAIGHT AHEAD ON RIGHT FORK FOR 0.1 MILES TO MARK ON THE
 DX3017'RIGHT.  IT IS 48 FEET SOUTHEAST OF HIGHWAY CENTER LINE, 32.5
 DX3017'FEET EAST OF THE CENTER OF THE SOUTHEAST HEADWALL OF CULVERT
 DX3017'B-219-46, 10 FEET NORTHEAST OF THE SOUTHWEST END OF A ROW OF
 DX3017'SMALL TREES AND 1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 DX3017'FENCE.  A BRONZE DISK IN TOP OF A 12 INCH SQUARE CONCRETE POST
 DX3017'FLUSH WITH THE GROUND.
 DX3017
 DX3017                          STATION RECOVERY (1968)
 DX3017
 DX3017'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX3017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1716 ***********************************************************************
 JT1716  DESIGNATION -  62 K
 JT1716  PID         -  JT1716
 JT1716  STATE/COUNTY-  CA/NAPA
 JT1716  USGS QUAD   -  NAPA (1980)
 JT1716
 JT1716                         *CURRENT SURVEY CONTROL
 JT1716  ___________________________________________________________________
 JT1716* NAD 83(1986)-  38 16 21.     (N)    122 16 19.     (W)     SCALED    
 JT1716* NAVD 88     -        10.57   (+/-2cm)      34.7    (feet)  VERTCON   
 JT1716  ___________________________________________________________________
 JT1716  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT1716  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1716
 JT1716.The horizontal coordinates were scaled from a topographic map and have
 JT1716.an estimated accuracy of +/- 6 seconds.
 JT1716
 JT1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1716.The vertical order pertains to the NGVD 29 superseded value.
 JT1716
 JT1716.The geoid height was determined by GEOID03.
 JT1716
 JT1716;                    North         East    Units  Estimated Accuracy
 JT1716;SPC CA 2     -   567,290.    1,976,200.      MT  (+/- 180 meters Scaled)
 JT1716
 JT1716                          SUPERSEDED SURVEY CONTROL
 JT1716
 JT1716  NGVD 29 (??/??/92)    9.80   (m)           32.2    (f) COMPUTED    1 1
 JT1716
 JT1716.Superseded values are not recommended for survey control.
 JT1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1716.See file dsdata.txt to determine how the superseded data were derived.
 JT1716
 JT1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH636363(NAD 83)
 JT1716_MARKER: DD = SURVEY DISK
 JT1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1716_SP_SET: CONCRETE POST
 JT1716_STAMPING: 62 K C OF N
 JT1716_MARK LOGO: CA2330
 JT1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1716+STABILITY: SURFACE MOTION
 JT1716
 JT1716  HISTORY     - Date     Condition        Report By
 JT1716  HISTORY     - 1971     MONUMENTED       CA2330
 JT1716
 JT1716                          STATION DESCRIPTION
 JT1716
 JT1716'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1716'ALONG VALLEJO HIGHWAY, 1000 FT (304.8 M) SOUTH ON STREBLO, WEST ON
 JT1716'SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1715 ***********************************************************************
 JT1715  DESIGNATION -  62 L
 JT1715  PID         -  JT1715
 JT1715  STATE/COUNTY-  CA/NAPA
 JT1715  USGS QUAD   -  NAPA (1980)
 JT1715
 JT1715                         *CURRENT SURVEY CONTROL
 JT1715  ___________________________________________________________________
 JT1715* NAD 83(1986)-  38 16 26.     (N)    122 16 21.     (W)     SCALED    
 JT1715* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 JT1715  ___________________________________________________________________
 JT1715  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JT1715  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1715
 JT1715.The horizontal coordinates were scaled from a topographic map and have
 JT1715.an estimated accuracy of +/- 6 seconds.
 JT1715
 JT1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1715.The vertical order pertains to the NGVD 29 superseded value.
 JT1715
 JT1715.The geoid height was determined by GEOID03.
 JT1715
 JT1715;                    North         East    Units  Estimated Accuracy
 JT1715;SPC CA 2     -   567,440.    1,976,160.      MT  (+/- 180 meters Scaled)
 JT1715
 JT1715                          SUPERSEDED SURVEY CONTROL
 JT1715
 JT1715  NGVD 29 (??/??/92)    9.55   (m)           31.3    (f) COMPUTED    1 1
 JT1715
 JT1715.Superseded values are not recommended for survey control.
 JT1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1715.See file dsdata.txt to determine how the superseded data were derived.
 JT1715
 JT1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH636364(NAD 83)
 JT1715_MARKER: DD = SURVEY DISK
 JT1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1715_SP_SET: CONCRETE POST
 JT1715_STAMPING: 62 L C OF N
 JT1715_MARK LOGO: CA2330
 JT1715_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1715+STABILITY: SURFACE MOTION
 JT1715
 JT1715  HISTORY     - Date     Condition        Report By
 JT1715  HISTORY     - 1971     MONUMENTED       CA2330
 JT1715
 JT1715                          STATION DESCRIPTION
 JT1715
 JT1715'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1715'ALONG VALLEJO HIGHWAY, 1000 FT (304.8 M) SOUTH OF HOSPITAL ENTRANCE,
 JT1715'WEST ON SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2988 ***********************************************************************
 DX2988  DESIGNATION -  62 M
 DX2988  PID         -  DX2988
 DX2988  STATE/COUNTY-  CA/LOS ANGELES
 DX2988  USGS QUAD   -  YORBA LINDA (1981)
 DX2988
 DX2988                         *CURRENT SURVEY CONTROL
 DX2988  ___________________________________________________________________
 DX2988* NAD 83(1986)-  33 58 04.     (N)    117 50 54.     (W)     SCALED    
 DX2988* NAVD 88     -       209.11   (+/-2cm)     686.1    (feet)  VERTCON   
 DX2988  ___________________________________________________________________
 DX2988  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DX2988  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2988
 DX2988.The horizontal coordinates were scaled from a topographic map and have
 DX2988.an estimated accuracy of +/- 6 seconds.
 DX2988
 DX2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2988.The vertical order pertains to the NGVD 29 superseded value.
 DX2988
 DX2988.The geoid height was determined by GEOID03.
 DX2988
 DX2988;                    North         East    Units  Estimated Accuracy
 DX2988;SPC CA 5     -   551,900.    2,014,020.      MT  (+/- 180 meters Scaled)
 DX2988
 DX2988                          SUPERSEDED SURVEY CONTROL
 DX2988
 DX2988  NGVD 29 (??/??/??)  208.356  (m)          683.58   (f) ADJUSTED    1 1
 DX2988
 DX2988.Superseded values are not recommended for survey control.
 DX2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2988.See file dsdata.txt to determine how the superseded data were derived.
 DX2988
 DX2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT216589(NAD 83)
 DX2988_MARKER: DB = BENCH MARK DISK
 DX2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2988_STAMPING: 62 M 1933
 DX2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2988+STABILITY: SURFACE MOTION
 DX2988
 DX2988  HISTORY     - Date     Condition        Report By
 DX2988  HISTORY     - 1933     MONUMENTED       MWDSC
 DX2988  HISTORY     - 1949     GOOD             NGS
 DX2988  HISTORY     - 1968     GOOD             MWDSC
 DX2988
 DX2988                          STATION DESCRIPTION
 DX2988
 DX2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2988'4.9 MI NE FROM BREA.
 DX2988'IN LOS ANGELES COUNTY, 4.5 MILES NORTHEAST ALONG THE BREA CANYON
 DX2988'ROAD FROM THE GRAMMAR SCHOOL AT BREA, ORANGE COUNTY, AT THE
 DX2988'INTERSECTION OF THE BREA CANYON CUT-OFF ROAD LEADING TO OTTERBEIN
 DX2988'AND PUENTE, 48 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 DX2988'38 FEET NORTHWEST OF THE CENTERLINE OF THE BREA CANYON ROAD, 22
 DX2988'FEET WEST OF THE RIGHT-ANGLE HEADWALL OF A CONCRETE CULVERT,
 DX2988'AND 3 FEET WEST OF A FENCE.  A METROPOLITAN WATER DISTRICT OF
 DX2988'SOUTHERN CALIFORNIA STANDARD DISK, STAMPED 62 M 1933 AND SET IN
 DX2988'THE TOP OF A CONCRETE POST.
 DX2988
 DX2988                          STATION RECOVERY (1968)
 DX2988
 DX2988'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968
 DX2988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1409 ***********************************************************************
 JT1409  DESIGNATION -  62 M
 JT1409  PID         -  JT1409
 JT1409  STATE/COUNTY-  CA/SONOMA
 JT1409  USGS QUAD   -  DUNCANS MILLS (1979)
 JT1409
 JT1409                         *CURRENT SURVEY CONTROL
 JT1409  ___________________________________________________________________
 JT1409* NAD 83(1986)-  38 25 16.     (N)    123 06 10.     (W)     SCALED    
 JT1409* NAVD 88     -        54.77   (+/-2cm)     179.7    (feet)  VERTCON   
 JT1409  ___________________________________________________________________
 JT1409  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JT1409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1409
 JT1409.The horizontal coordinates were scaled from a topographic map and have
 JT1409.an estimated accuracy of +/- 6 seconds.
 JT1409
 JT1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1409.The vertical order pertains to the NGVD 29 superseded value.
 JT1409
 JT1409.The geoid height was determined by GEOID03.
 JT1409
 JT1409;                    North         East    Units  Estimated Accuracy
 JT1409;SPC CA 2     -   584,330.    1,903,700.      MT  (+/- 180 meters Scaled)
 JT1409
 JT1409                          SUPERSEDED SURVEY CONTROL
 JT1409
 JT1409  NGVD 29 (??/??/92)   53.90   (m)          176.8    (f) COMPUTED    2 0
 JT1409
 JT1409.Superseded values are not recommended for survey control.
 JT1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1409.See file dsdata.txt to determine how the superseded data were derived.
 JT1409
 JT1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH910525(NAD 83)
 JT1409_MARKER: DD = SURVEY DISK
 JT1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1409_SP_SET: CULVERT
 JT1409_STAMPING: 175 62 M 1933
 JT1409_MARK LOGO: USGS  
 JT1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1409
 JT1409  HISTORY     - Date     Condition        Report By
 JT1409  HISTORY     - 1933     MONUMENTED       USGS
 JT1409  HISTORY     - 1942     GOOD             CGS
 JT1409  HISTORY     - 20020403 MARK NOT FOUND   CADPR
 JT1409
 JT1409                          STATION DESCRIPTION
 JT1409
 JT1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT1409'2.8 MI SE FROM JENNER.
 JT1409'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JT1409'AT JENNER, SONOMA COUNTY, AT A 12-INCH GALVANIZED-IRON CULVERT,
 JT1409'IN THE TOP OF THE EAST HEADWALL, 12.5 FEET EAST OF THE CENTERLINE
 JT1409'OF THE HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED
 JT1409'STATES GEOLOGICAL SURVEY STANDARD DISK,
 JT1409'STAMPED---175 62 M 1933---.
 JT1409
 JT1409                          STATION RECOVERY (2002)
 JT1409
 JT1409'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 JT1409'UNABLE TO FIND.  HEADWALL THIS LOCATION IS ROCK AND CULVERT IS AN
 JT1409'18-INCH CMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1785 ***********************************************************************
 JT1785  DESIGNATION -  62 M
 JT1785  PID         -  JT1785
 JT1785  STATE/COUNTY-  CA/NAPA
 JT1785  USGS QUAD   -  NAPA (1980)
 JT1785
 JT1785                         *CURRENT SURVEY CONTROL
 JT1785  ___________________________________________________________________
 JT1785* NAD 83(1986)-  38 16 50.     (N)    122 16 27.     (W)     SCALED    
 JT1785* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 JT1785  ___________________________________________________________________
 JT1785  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1785  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1785
 JT1785.The horizontal coordinates were scaled from a topographic map and have
 JT1785.an estimated accuracy of +/- 6 seconds.
 JT1785
 JT1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1785.The vertical order pertains to the NGVD 29 superseded value.
 JT1785
 JT1785.The geoid height was determined by GEOID03.
 JT1785
 JT1785;                    North         East    Units  Estimated Accuracy
 JT1785;SPC CA 2     -   568,180.    1,976,010.      MT  (+/- 180 meters Scaled)
 JT1785
 JT1785                          SUPERSEDED SURVEY CONTROL
 JT1785
 JT1785  NGVD 29 (??/??/92)    7.35   (m)           24.1    (f) COMPUTED    1 1
 JT1785
 JT1785.Superseded values are not recommended for survey control.
 JT1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1785.See file dsdata.txt to determine how the superseded data were derived.
 JT1785
 JT1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634371(NAD 83)
 JT1785_MARKER: DD = SURVEY DISK
 JT1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1785_SP_SET: CONCRETE POST
 JT1785_MARK LOGO: CA2330
 JT1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1785+STABILITY: SURFACE MOTION
 JT1785
 JT1785  HISTORY     - Date     Condition        Report By
 JT1785  HISTORY     - 1971     MONUMENTED       CA2330
 JT1785
 JT1785                          STATION DESCRIPTION
 JT1785
 JT1785'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1785'AT INTERSECTION OF SOSCOL AND IMOLA AVENUES, IN SOUTHWEST TRAFFIC
 JT1785'ISLAND, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2942 ***********************************************************************
 DX2942  DESIGNATION -  62 N
 DX2942  PID         -  DX2942
 DX2942  STATE/COUNTY-  CA/LOS ANGELES
 DX2942  USGS QUAD   -  YORBA LINDA (1981)
 DX2942
 DX2942                         *CURRENT SURVEY CONTROL
 DX2942  ___________________________________________________________________
 DX2942* NAD 83(1986)-  33 56 49.     (N)    117 52 12.     (W)     SCALED    
 DX2942* NAVD 88     -       160.996  (meters)     528.20   (feet)  ADJUSTED  
 DX2942  ___________________________________________________________________
 DX2942  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DX2942  DYNAMIC HT  -         160.822 (meters)     527.63  (feet)  COMP
 DX2942  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DX2942
 DX2942  VERT ORDER  -  FIRST     CLASS I
 DX2942
 DX2942.The horizontal coordinates were scaled from a topographic map and have
 DX2942.an estimated accuracy of +/- 6 seconds.
 DX2942
 DX2942.The orthometric height was determined by differential leveling
 DX2942.and adjusted in February 1997.
 DX2942
 DX2942.The geoid height was determined by GEOID03.
 DX2942
 DX2942.The dynamic height is computed by dividing the NAVD 88
 DX2942.geopotential number by the normal gravity value computed on the
 DX2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2942.degrees latitude (g = 980.6199 gals.).
 DX2942
 DX2942.The modeled gravity was interpolated from observed gravity values.
 DX2942
 DX2942;                    North         East    Units  Estimated Accuracy
 DX2942;SPC CA 5     -   549,590.    2,012,020.      MT  (+/- 180 meters Scaled)
 DX2942
 DX2942                          SUPERSEDED SURVEY CONTROL
 DX2942
 DX2942  NAVD 88 (02/01/93)  161.000  (m)          528.21   (f) UNKNOWN     1 1
 DX2942  NGVD 29 (??/??/92)  160.253  (m)          525.76   (f) ADJ UNCH    1 1
 DX2942
 DX2942.Superseded values are not recommended for survey control.
 DX2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2942.See file dsdata.txt to determine how the superseded data were derived.
 DX2942
 DX2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196566(NAD 83)
 DX2942_MARKER: DB = BENCH MARK DISK
 DX2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2942_SP_SET: CULVERT
 DX2942_STAMPING: 62 N 1933
 DX2942_MARK LOGO: MWDSC 
 DX2942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2942+STABILITY: SURFACE MOTION
 DX2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX2942+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 DX2942
 DX2942  HISTORY     - Date     Condition        Report By
 DX2942  HISTORY     - 1933     MONUMENTED       MWDSC
 DX2942  HISTORY     - 1970     GOOD             LAHSCH
 DX2942  HISTORY     - 1974     GOOD             CA-037
 DX2942  HISTORY     - 1978     GOOD             NGS
 DX2942  HISTORY     - 19940407 GOOD             MWDSC
 DX2942  HISTORY     - 20060423 GOOD             GEOCAC
 DX2942
 DX2942                          STATION DESCRIPTION
 DX2942
 DX2942'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1933
 DX2942'1.5 MI N FROM BREA.
 DX2942'0.7 MILE NORTHEASTERLY ALONG BREA BOULEVARD FROM ITS INTERSECTION
 DX2942'WITH TONNER CANYON ROAD, 50 FEET NORTHWEST FROM THE CENTERLINE
 DX2942'OF BREA BOULEVARD, 33 FEET NORTH FROM THE GUY WIRE POLE NUMBER
 DX2942'1886764E, 21 FEET WEST FROM THE WEST END OF A 36-INCH DIAMETER
 DX2942'CORRUGATED METAL PIPE CULVERT, SET ON A 10 INCH BY 10 INCH
 DX2942'CONCRETE MONUMENT, 3 INCHES ABOVE THE GROUND AND 3 FEET ABOVE
 DX2942'THE ROADWAY.
 DX2942
 DX2942                          STATION RECOVERY (1970)
 DX2942
 DX2942'RECOVERY NOTE BY LOS ALTOS HIGH SCHOOL 1970
 DX2942'RECOVERED IN GOOD CONDITION.
 DX2942
 DX2942                          STATION RECOVERY (1974)
 DX2942
 DX2942'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX2942'BREA CANYON ROAD, ABOUT 410 FEET NORTH OF THE LOS ANGELES/ORANGE
 DX2942'COUNTY LINE.  49.5 FEET WEST OF THE CENTER OF THE PAVEMENT, 90.7 FEET
 DX2942'WEST OF POWER POLE NUMBER 788928H, 21.0 FEET SOUTHWEST OF WEST END OF
 DX2942'A CORRUGATED IRON CULVERT.  SET IN TOP OF A 12-INCH SQUARE CONCRETE
 DX2942'POST.
 DX2942
 DX2942                          STATION RECOVERY (1978)
 DX2942
 DX2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2942'0.15 MILES NORTHEAST ALONG BREA CANYON ROAD FROM THE LOS ANGELES-
 DX2942'ORANGE COUNTY LINE, LOCATED ON THE WEST SIDE OF ROAD AND ON THE SOUTH
 DX2942'BANK OF CANYON LEADING NORTHWEST, 33 FT. NORTH OF GUY POLE NUMBER
 DX2942'1886764E, 49 FT. WEST THE CENTER LINE BREA, 21 FT. WEST-SOUTHWEST OF
 DX2942'WEST END OF CULVERT, 8.8 FT. WEST OF FENCE, 12 FT. SOUTH OF CREEK
 DX2942'BOTTOM.
 DX2942
 DX2942                          STATION RECOVERY (1994)
 DX2942
 DX2942'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 DX2942'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 043.
 DX2942
 DX2942                          STATION RECOVERY (2006)
 DX2942
 DX2942'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2924 ***********************************************************************
 DX2924  DESIGNATION -  62 P
 DX2924  PID         -  DX2924
 DX2924  STATE/COUNTY-  CA/ORANGE
 DX2924  USGS QUAD   -  YORBA LINDA (1981)
 DX2924
 DX2924                         *CURRENT SURVEY CONTROL
 DX2924  ___________________________________________________________________
 DX2924* NAD 83(1992)-  33 56 32.70098(N)    117 52 29.51332(W)     NO CHECK  
 DX2924* NAVD 88     -       145.011  (meters)     475.76   (feet)  ADJUSTED  
 DX2924  ___________________________________________________________________
 DX2924  EPOCH DATE  -        1991.35
 DX2924  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 DX2924  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DX2924  DYNAMIC HT  -         144.854 (meters)     475.24  (feet)  COMP
 DX2924  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 DX2924
 DX2924  HORZ ORDER  -  THIRD
 DX2924  VERT ORDER  -  FIRST     CLASS I
 DX2924
 DX2924.The horizontal coordinates were established by classical geodetic methods
 DX2924.and adjusted by the National Geodetic Survey in June 1996.
 DX2924.No horizontal observational check was made to the station.
 DX2924.The horizontal coordinates are valid at the epoch date displayed above.
 DX2924.The epoch date for horizontal control is a decimal equivalence
 DX2924.of Year/Month/Day.
 DX2924
 DX2924.The orthometric height was determined by differential leveling
 DX2924.and adjusted in February 1997.
 DX2924
 DX2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX2924
 DX2924.The geoid height was determined by GEOID03.
 DX2924
 DX2924.The dynamic height is computed by dividing the NAVD 88
 DX2924.geopotential number by the normal gravity value computed on the
 DX2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2924.degrees latitude (g = 980.6199 gals.).
 DX2924
 DX2924.The modeled gravity was interpolated from observed gravity values.
 DX2924
 DX2924;                    North         East     Units Scale Factor Converg.
 DX2924;SPC CA 6     -   698,111.974 1,849,790.514   MT  1.00001041   -0 53 34.4
 DX2924;SPC CA 6     - 2,290,389.03  6,068,854.38   sFT  1.00001041   -0 53 34.4
 DX2924;UTM  11      - 3,756,115.970   419,152.464   MT  0.99968057   -0 29 18.7
 DX2924
 DX2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX2924!SPC CA 6     -   0.99998267  x   1.00001041  =   0.99999308
 DX2924!UTM  11      -   0.99998267  x   0.99968057  =   0.99966325
 DX2924
 DX2924                          SUPERSEDED SURVEY CONTROL
 DX2924
 DX2924  NAD 83(1986)-  33 56 32.70192(N)    117 52 29.51226(W) AD(1984.00) 3
 DX2924  NAD 27      -  33 56 32.65155(N)    117 52 26.29044(W) AD(       ) 3
 DX2924  NGVD 29 (??/??/??)  144.434  (m)          473.86   (f) ADJUSTED    1 1
 DX2924
 DX2924.Superseded values are not recommended for survey control.
 DX2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2924.See file dsdata.txt to determine how the superseded data were derived.
 DX2924
 DX2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT1915256116(NAD 83)
 DX2924_MARKER: DB = BENCH MARK DISK
 DX2924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2924_SP_SET: DRAIN HEADWALL
 DX2924_STAMPING: 62 P 1933
 DX2924_MARK LOGO: MWDSC 
 DX2924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2924+STABILITY: SURFACE MOTION
 DX2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX2924+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 DX2924
 DX2924  HISTORY     - Date     Condition        Report By
 DX2924  HISTORY     - 1933     MONUMENTED       MWDSC
 DX2924  HISTORY     - 1949     GOOD             NGS
 DX2924  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DX2924  HISTORY     - 1977     GOOD             CADT
 DX2924  HISTORY     - 19940425 GOOD             MWDSC
 DX2924  HISTORY     - 20060416 GOOD             GEOCAC
 DX2924
 DX2924                          STATION DESCRIPTION
 DX2924
 DX2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2924'2.4 MI NE FROM BREA.
 DX2924'ABOUT 2.1 MILES NORTHEAST ALONG BREA CANYON ROAD FROM THE
 DX2924'GRAMMAR SCHOOL AT BREA, ORANGE COUNTY, ABOUT 0.3 MILE SOUTHWEST
 DX2924'OF THE ORANGE-LOS ANGELES COUNTY LINE, 312 FEET NORTHEAST OF
 DX2924'BENCH MARK Y 422, 161 FEET SOUTHWEST OF BENCH MARK W 422, AT
 DX2924'CONCRETE CULVERT 55-155, IN THE TOP OF THE NORTHWEST HEAD WALL,
 DX2924'AND 1 FOOT NORTHEAST OF THE SOUTHWEST END.
 DX2924
 DX2924                          STATION RECOVERY (1974)
 DX2924
 DX2924'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2924'MARK NOT FOUND.
 DX2924
 DX2924                          STATION RECOVERY (1977)
 DX2924
 DX2924'RECOVERY NOTE BY CALTRANS 1977 (ARA)
 DX2924'RECOVERED IN GOOD CONDITION.
 DX2924
 DX2924                          STATION RECOVERY (1994)
 DX2924
 DX2924'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX2924'BREA, CA.  2.2 MILES (3.5 KM) NORTH OF ON BREA CANYON ROAD, 1200 FEET
 DX2924'(365.8 M) NORTHEAST OF THE INTERSECTION OF BREA CANYON RD.  AND TONNER
 DX2924'CANYON RD.  21 FEET (6.4 M) NORTHWEST OF THE CENTERLINE OF BREA CANYON
 DX2924'RD., ON TOP OF CONCRETE DRAIN HEADWALL AT THE SOUTHERLY END,  A MWDSC
 DX2924'3 INC BRASS DISK STAMPED - 62 P 1933 - FLUSH IN TOP OF CONCRETE
 DX2924'HEADWALL.  REFERENCE MWD FB 2011 02 046.
 DX2924
 DX2924                          STATION RECOVERY (2006)
 DX2924
 DX2924'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 DX2924'RECOVERED AS DESCRIBED IN THE 1994 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8664 ***********************************************************************
 AB8664  DESIGNATION -  62 T RESET
 AB8664  PID         -  AB8664
 AB8664  STATE/COUNTY-  CA/ORANGE
 AB8664  USGS QUAD   -  LA HABRA (1981)
 AB8664
 AB8664                         *CURRENT SURVEY CONTROL
 AB8664  ___________________________________________________________________
 AB8664* NAD 83(1986)-  33 55 06.     (N)    117 53 04.     (W)     SCALED    
 AB8664* NAVD 88     -       110.147  (meters)     361.37   (feet)  ADJUSTED  
 AB8664  ___________________________________________________________________
 AB8664  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AB8664  DYNAMIC HT  -         110.028 (meters)     360.98  (feet)  COMP
 AB8664  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 AB8664
 AB8664  VERT ORDER  -  FIRST     CLASS II
 AB8664
 AB8664.The horizontal coordinates were scaled from a topographic map and have
 AB8664.an estimated accuracy of +/- 6 seconds.
 AB8664
 AB8664.The orthometric height was determined by differential leveling
 AB8664.and adjusted in February 1997.
 AB8664
 AB8664.The geoid height was determined by GEOID03.
 AB8664
 AB8664.The dynamic height is computed by dividing the NAVD 88
 AB8664.geopotential number by the normal gravity value computed on the
 AB8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8664.degrees latitude (g = 980.6199 gals.).
 AB8664
 AB8664.The modeled gravity was interpolated from observed gravity values.
 AB8664
 AB8664;                    North         East    Units  Estimated Accuracy
 AB8664;SPC CA 6     -   695,460.    1,848,860.      MT  (+/- 180 meters Scaled)
 AB8664
 AB8664                          SUPERSEDED SURVEY CONTROL
 AB8664
 AB8664.No superseded survey control is available for this station.
 AB8664
 AB8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT182534(NAD 83)
 AB8664_MARKER: DB = BENCH MARK DISK
 AB8664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB8664_SP_SET: SIDEWALK
 AB8664_STAMPING: MWD 62 T RESET 1987
 AB8664_MARK LOGO: MWDSC 
 AB8664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8664+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 AB8664
 AB8664  HISTORY     - Date     Condition        Report By
 AB8664  HISTORY     - 1987     MONUMENTED       MWDSC
 AB8664  HISTORY     - 19940818 GOOD             MWDSC
 AB8664  HISTORY     - 20020708 GOOD             INDIV
 AB8664  HISTORY     - 20050511 GOOD             GEOCAC
 AB8664
 AB8664                          STATION DESCRIPTION
 AB8664
 AB8664'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8664'BREA, NEAR NORTHWEST CORNER OF INTERSECTION OF STATE COLLEGE BLVD AND
 AB8664'BIRCH STREET, 72 FEET (21.9 M) WEST OF CENTERLINE OF STATE COLLEGE
 AB8664'BLVD, 59 FEET (18.0 M) NORTH OF CENTERLINE OF BIRCH STREET, FLUSH IN
 AB8664'TOP OF NORTHWEST SIDE OF CONCRETE SIDEWALK, A MWDSC 1 3/8 INCH BRASS
 AB8664'DISK STAMPED - MWD 62 T RESET 1987 - REF-- OCF STA.  872+00 REFERENCE
 AB8664'MWD FB 2011 03 036.
 AB8664
 AB8664                          STATION RECOVERY (2002)
 AB8664
 AB8664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MWS)
 AB8664'RECOVERED AS DESCRIBED
 AB8664
 AB8664                          STATION RECOVERY (2005)
 AB8664
 AB8664'RECOVERY NOTE BY GEOCACHING 2005 (LJK)
 AB8664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1574 ***********************************************************************
 JS1574  DESIGNATION -  62 USE
 JS1574  PID         -  JS1574
 JS1574  STATE/COUNTY-  CA/SACRAMENTO
 JS1574  USGS QUAD   -  COURTLAND (1993)
 JS1574
 JS1574                         *CURRENT SURVEY CONTROL
 JS1574  ___________________________________________________________________
 JS1574* NAD 83(1986)-  38 19 05.     (N)    121 34 45.     (W)     SCALED    
 JS1574* NAVD 88     -         7.70   (+/-2cm)      25.3    (feet)  VERTCON   
 JS1574  ___________________________________________________________________
 JS1574  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JS1574  VERT ORDER  -  THIRD (See Below)
 JS1574
 JS1574.The horizontal coordinates were scaled from a topographic map and have
 JS1574.an estimated accuracy of +/- 6 seconds.
 JS1574
 JS1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1574.The vertical order pertains to the NGVD 29 superseded value.
 JS1574
 JS1574.The geoid height was determined by GEOID03.
 JS1574
 JS1574;                    North         East    Units  Estimated Accuracy
 JS1574;SPC CA 2     -   572,390.    2,036,800.      MT  (+/- 180 meters Scaled)
 JS1574
 JS1574                          SUPERSEDED SURVEY CONTROL
 JS1574
 JS1574  NGVD 29 (??/??/??)    6.95   (m)           22.8    (f) RESET       3  
 JS1574
 JS1574.Superseded values are not recommended for survey control.
 JS1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1574.See file dsdata.txt to determine how the superseded data were derived.
 JS1574
 JS1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH242420(NAD 83)
 JS1574_MARKER: DD = SURVEY DISK
 JS1574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1574_SP_SET: PIER
 JS1574_STAMPING: 62 26.14
 JS1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1574
 JS1574  HISTORY     - Date     Condition        Report By
 JS1574  HISTORY     - UNK      MONUMENTED       DOD
 JS1574  HISTORY     - 1950     GOOD             NGS
 JS1574  HISTORY     - 1967     GOOD             NGS
 JS1574
 JS1574                          STATION DESCRIPTION
 JS1574
 JS1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JS1574'7 MI NW FROM WALNUT GROVE.
 JS1574'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 JS1574'WALNUT GROVE, THENCE 6.8 MILES NORTHWEST ALONG STATE HIGHWAY 24,
 JS1574'AT THE PAINTERSVILLE BRIDGE OVER THE SACRAMENTO RIVER, IN THE
 JS1574'TOP OF THE SOUTH END OF THE WEST CONCRETE PIER, 12.0 FEET SOUTH
 JS1574'OF THE CENTER OF THE BRIDGE, AND ABOUT 4.0 FEET LOWER THAN
 JS1574'THE FLOOR OF THE BRIDGE.
 JS1574
 JS1574                          STATION RECOVERY (1967)
 JS1574
 JS1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0250 ***********************************************************************
 HS0250  DESIGNATION -  62 USGS
 HS0250  PID         -  HS0250
 HS0250  STATE/COUNTY-  CA/STANISLAUS
 HS0250  USGS QUAD   -  BRUSH LAKE (1976)
 HS0250
 HS0250                         *CURRENT SURVEY CONTROL
 HS0250  ___________________________________________________________________
 HS0250* NAD 83(1986)-  37 36 31.     (N)    121 05 06.     (W)     SCALED    
 HS0250* NAVD 88     -        19.77   (+/-2cm)      64.9    (feet)  VERTCON   
 HS0250  ___________________________________________________________________
 HS0250  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 HS0250  VERT ORDER  -  THIRD (See Below)
 HS0250
 HS0250.The horizontal coordinates were scaled from a topographic map and have
 HS0250.an estimated accuracy of +/- 6 seconds.
 HS0250
 HS0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0250.The vertical order pertains to the NGVD 29 superseded value.
 HS0250
 HS0250.The geoid height was determined by GEOID03.
 HS0250
 HS0250;                    North         East    Units  Estimated Accuracy
 HS0250;SPC CA 3     -   623,200.    1,948,350.      MT  (+/- 180 meters Scaled)
 HS0250
 HS0250                          SUPERSEDED SURVEY CONTROL
 HS0250
 HS0250  NGVD 29 (??/??/??)   19.04   (m)           62.5    (f) RESET       3  
 HS0250
 HS0250.Superseded values are not recommended for survey control.
 HS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0250.See file dsdata.txt to determine how the superseded data were derived.
 HS0250
 HS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG690641(NAD 83)
 HS0250_MARKER: DD = SURVEY DISK
 HS0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0250_SP_SET: CULVERT
 HS0250_STAMPING: 62 1912
 HS0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0250
 HS0250  HISTORY     - Date     Condition        Report By
 HS0250  HISTORY     - 1912     MONUMENTED       USGS
 HS0250  HISTORY     - 1942     GOOD             NGS
 HS0250
 HS0250                          STATION DESCRIPTION
 HS0250
 HS0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HS0250'5.3 MI W FROM MODESTO.
 HS0250'5.3 MILES WEST OF RAILROAD STATION AT MODESTO, ALONG PARADISE
 HS0250'ROAD, 36 FEET WEST OF STONE AVENUE, 24 FEET SOUTH OF CENTER LINE
 HS0250'OF ROAD, AT JUNCTION OF STONE AVENUE AND PARADISE ROAD.  A USGS
 HS0250'STANDARD DISK SET IN A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0120 ***********************************************************************
 HT0120  DESIGNATION -  62.07 CC CO
 HT0120  PID         -  HT0120
 HT0120  STATE/COUNTY-  CA/CONTRA COSTA
 HT0120  USGS QUAD   -  WALNUT CREEK (1995)
 HT0120
 HT0120                         *CURRENT SURVEY CONTROL
 HT0120  ___________________________________________________________________
 HT0120* NAD 83(1986)-  37 56 36.     (N)    122 03 38.     (W)     SCALED    
 HT0120* NAVD 88     -        19.68   (+/-2cm)      64.6    (feet)  VERTCON   
 HT0120  ___________________________________________________________________
 HT0120  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0120  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0120
 HT0120.The horizontal coordinates were scaled from a topographic map and have
 HT0120.an estimated accuracy of +/- 6 seconds.
 HT0120
 HT0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0120.The vertical order pertains to the NGVD 29 superseded value.
 HT0120
 HT0120.The geoid height was determined by GEOID03.
 HT0120
 HT0120;                    North         East    Units  Estimated Accuracy
 HT0120;SPC CA 3     -   661,330.    1,862,840.      MT  (+/- 180 meters Scaled)
 HT0120
 HT0120                          SUPERSEDED SURVEY CONTROL
 HT0120
 HT0120  NGVD 29 (??/??/92)   18.873  (m)           61.92   (f) ADJ UNCH    1 2
 HT0120
 HT0120.Superseded values are not recommended for survey control.
 HT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0120.See file dsdata.txt to determine how the superseded data were derived.
 HT0120
 HT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG825999(NAD 83)
 HT0120_MARKER: DD = SURVEY DISK
 HT0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0120_SP_SET: MONUMENT
 HT0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT0120+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 HT0120
 HT0120  HISTORY     - Date     Condition        Report By
 HT0120  HISTORY     - UNK      MONUMENTED       CA-013
 HT0120  HISTORY     - 1958     GOOD             NGS
 HT0120  HISTORY     - 1987     GOOD             USPSQD
 HT0120  HISTORY     - 20051109 GOOD             GEOCAC
 HT0120  HISTORY     - 20081201 MARK NOT FOUND   TOWILL
 HT0120
 HT0120                          STATION DESCRIPTION
 HT0120
 HT0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0120'3 MI N FROM WALNUT CREEK.
 HT0120'3.0 MILES NORTH ALONG NORTH MAIN STREET FROM THE CITY HALL AT
 HT0120'WALNUT CREEK, 2.9 MILES SOUTH OF PACHECO, 0.1 MILE SOUTH OF
 HT0120'THE T JUNCTION OF STATE HIGHWAYS 21 AND 24, AT THE T JUNCTION OF
 HT0120'BOYD ROAD, AT A LARGE CONCRETE MONUMENT COMMEMORATING THE
 HT0120'VETERANS OF WORLD WARS, IN THE TOP OF THE NORTHEAST CORNER OF
 HT0120'THE CONCRETE BASE FOR THE MONUMENT, ABOUT 5 FEET HIGHER THAN
 HT0120'THE STREET, AND ABOUT 1 1/2 FEET HIGHER THAN THE CONCRETE
 HT0120'SIDEWALK.
 HT0120
 HT0120                          STATION RECOVERY (1987)
 HT0120
 HT0120'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0120'RECOVERED IN GOOD CONDITION.
 HT0120
 HT0120                          STATION RECOVERY (2005)
 HT0120
 HT0120'RECOVERY NOTE BY GEOCACHING 2005
 HT0120'RECOVERED IN GOOD CONDITION AT N 37  56.598 W 122  03.645 BY HANSOHN
 HT0120' 
 HT0120
 HT0120                          STATION RECOVERY (2008)
 HT0120
 HT0120'RECOVERY NOTE BY TOWILL INCORPORATED 2008 (FAB)
 HT0120'AT THE LOCATION DESCRIBED, NO SURVEY MONUMENT WAS FOUND.  HOWEVER,
 HT0120'APPROXIMATELY 3 FEET EAST, THERE IS AN EXISTING CONTRA COSTA COUNTY
 HT0120'BENCHMARK, WHICH I BELIEVE WAS FOUND AND NOTED IN THE DATASHEET IN
 HT0120'2005.
 HT0120'TO VERIFY THIS, WE VERIFIED THE ELEVATION OF THE FOUND BENCHMARK USING
 HT0120'SURVEY GRADE GPS, AND FOUND IT APPROXIMATELY 2 FEET WRONG.  HOWEVER,
 HT0120'THE  LOCATION DESCRIBED BY THE DATASHEET WOULD HAVE AN ELEVATION
 HT0120'WITHIN 0.1 FEET.
 HT0120'I BELIEVE THE ORIGINAL MONUMENT DESCRIBED IN THE DATASHEET HAS BEEN
 HT0120'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1567 ***********************************************************************
 HT1567  DESIGNATION -  62.66
 HT1567  PID         -  HT1567
 HT1567  STATE/COUNTY-  CA/SANTA CRUZ
 HT1567  USGS QUAD   -  DAVENPORT (1997)
 HT1567
 HT1567                         *CURRENT SURVEY CONTROL
 HT1567  ___________________________________________________________________
 HT1567* NAD 83(1986)-  37 01 29.     (N)    122 12 43.     (W)     SCALED    
 HT1567* NAVD 88     -        19.907  (meters)      65.31   (feet)  ADJUSTED  
 HT1567  ___________________________________________________________________
 HT1567  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HT1567  DYNAMIC HT  -          19.893 (meters)      65.27  (feet)  COMP
 HT1567  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 HT1567  OBS GRAVITY -     979,911.6   (mgal)                       GRAV_OBS
 HT1567
 HT1567  VERT ORDER  -  FIRST     CLASS I
 HT1567
 HT1567.The horizontal coordinates were scaled from a topographic map and have
 HT1567.an estimated accuracy of +/- 6 seconds.
 HT1567
 HT1567.The orthometric height was determined by differential leveling
 HT1567.and adjusted in June 1991.
 HT1567
 HT1567.The geoid height was determined by GEOID03.
 HT1567
 HT1567.The dynamic height is computed by dividing the NAVD 88
 HT1567.geopotential number by the normal gravity value computed on the
 HT1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1567.degrees latitude (g = 980.6199 gals.).
 HT1567
 HT1567.The modeled gravity was interpolated from observed gravity values.
 HT1567.The observed gravity was obtained from relative gravimeter ties
 HT1567.to the IGSN71 gravity network.
 HT1567
 HT1567;                    North         East    Units  Estimated Accuracy
 HT1567;SPC CA 3     -   559,630.    1,847,670.      MT  (+/- 180 meters Scaled)
 HT1567
 HT1567                          SUPERSEDED SURVEY CONTROL
 HT1567
 HT1567  NGVD 29 (10/21/93)   19.093  (m)           62.64   (f) ADJUSTED    1 1
 HT1567
 HT1567.Superseded values are not recommended for survey control.
 HT1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1567.See file dsdata.txt to determine how the superseded data were derived.
 HT1567
 HT1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF700979(NAD 83)
 HT1567_MARKER: DD = SURVEY DISK
 HT1567_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HT1567_SP_SET: PREFAB CONC. POST IN EARTH
 HT1567_STAMPING: B.M. 62.66
 HT1567_MARK LOGO: CA-087
 HT1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HT1567+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 HT1567
 HT1567  HISTORY     - Date     Condition        Report By
 HT1567  HISTORY     - UNK      MONUMENTED       CA-087
 HT1567  HISTORY     - 1972     GOOD             NGS
 HT1567  HISTORY     - 1978     GOOD             NGS
 HT1567  HISTORY     - 19900515 GOOD             NGS
 HT1567  HISTORY     - 19921102 GOOD             NGS
 HT1567
 HT1567                          STATION DESCRIPTION
 HT1567
 HT1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1567'1.2 MI NW FROM DAVENPORT.
 HT1567'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 HT1567'AT DAVENPORT, AT THE JUNCTION OF A ASPHALT ROAD LEADING SOUTHWEST
 HT1567'TO DAVENPORT AND A ROAD LEADING NORTHEAST, 59 FEET SOUTHWEST OF
 HT1567'THE CENTER LINE OF THE HIGHWAY, 29 1/2 FEET NORTHWEST OF THE CENTER
 HT1567'LINE OF THE ROAD, 7 1/2 FEET SOUTHEAST OF A T JUNCTION POWER
 HT1567'POLE WITH GUY WIRE, 9 FEET NORTHWEST OF A FENCE CORNER, 1.1 FEET
 HT1567'NORTHEAST OF A WITNESS POST, 1.2 FEET NORTHEAST OF A FENCE, IN
 HT1567'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND,
 HT1567'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 HT1567
 HT1567                          STATION RECOVERY (1978)
 HT1567
 HT1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1567'RECOVERED IN GOOD CONDITION.
 HT1567
 HT1567                          STATION RECOVERY (1990)
 HT1567
 HT1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1567'2.0 KM (1.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT1567'OFFICE IN DAVENPORT, 17.7 M (58.1 FT) SOUTHWEST OF THE CENTERLINE OF
 HT1567'THE HIGHWAY, 8.8 M (28.9 FT) NORTHWEST OF THE CENTERLINE OF DAVENPORT
 HT1567'LANDING ROAD, 2.7 M (8.9 FT) NORTHWEST OF A FENCE CORNER, 2.3 M
 HT1567'(7.5 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M (1.0 FT)
 HT1567'NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 HT1567'OF THE HIGHWAY, AND SET IN A CONCRETE MONUMENT PROJECTING 0.1 M
 HT1567'(0.3 FT) ABOVE THE GROUND SURFACE.
 HT1567
 HT1567                          STATION RECOVERY (1992)
 HT1567
 HT1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HT1567'2.0 KM (1.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT1567'OFFICE IN DAVENPORT, 17.7 M (58.1 FT) SOUTHWEST OF THE HIGHWAY
 HT1567'CENTERLINE, 8.8 M (28.9 FT) NORTHWEST OF THE CENTERLINE OF DAVENPORT
 HT1567'LANDING ROAD, 2.7 M (8.9 FT) NORTHWEST OF A FENCE CORNER, 2.3 M (7.5
 HT1567'FT) SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT)
 HT1567'NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL
 HT1567'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 HT1567'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0296 ***********************************************************************
 LU0296  DESIGNATION -  621.25 USGS
 LU0296  PID         -  LU0296
 LU0296  STATE/COUNTY-  CA/TEHAMA
 LU0296  USGS QUAD   -  MITCHELL GULCH (1976)
 LU0296
 LU0296                         *CURRENT SURVEY CONTROL
 LU0296  ___________________________________________________________________
 LU0296* NAD 83(1986)-  40 15 31.     (N)    122 28 27.     (W)     SCALED    
 LU0296* NAVD 88     -       190.23   (+/-2cm)     624.1    (feet)  VERTCON   
 LU0296  ___________________________________________________________________
 LU0296  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LU0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0296
 LU0296.The horizontal coordinates were scaled from a topographic map and have
 LU0296.an estimated accuracy of +/- 6 seconds.
 LU0296
 LU0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0296.The vertical order pertains to the NGVD 29 superseded value.
 LU0296
 LU0296.The geoid height was determined by GEOID03.
 LU0296
 LU0296;                    North         East    Units  Estimated Accuracy
 LU0296;SPC CA 1     -   602,850.    1,959,670.      MT  (+/- 180 meters Scaled)
 LU0296
 LU0296                          SUPERSEDED SURVEY CONTROL
 LU0296
 LU0296  NGVD 29 (??/??/92)  189.430  (m)          621.49   (f) ADJ UNCH    2 0
 LU0296
 LU0296.Superseded values are not recommended for survey control.
 LU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0296.See file dsdata.txt to determine how the superseded data were derived.
 LU0296
 LU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK447565(NAD 83)
 LU0296_MARKER: Q = CHISELED SQUARE
 LU0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0296_SP_SET: WATER TROUGH
 LU0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0296
 LU0296  HISTORY     - Date     Condition        Report By
 LU0296  HISTORY     - UNK      MONUMENTED       USGS
 LU0296  HISTORY     - 1948     GOOD             NGS
 LU0296
 LU0296                          STATION DESCRIPTION
 LU0296
 LU0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0296'2.1 MI SE FROM BAKER FIRE CAMP.
 LU0296'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE
 LU0296'CAMP OF THE CALIFORNIA DIVISON OF FORESTRY, AT THE NORTHEAST END
 LU0296'OF THE LARGE STEEL TRUSS BRIDGE OVER COTTONWOOD CREEK, A CHISELED
 LU0296'SQUARE IN THE TOP OF THE NORTH END OF THE WEST SIDE OF A WATER
 LU0296'TROUGH, 16.5 FEET NORTHEAST OF THE NORTHEAST CONCRETE WING WALL
 LU0296'OF THE BRIDGE, 2.9 FEET SOUTH OF A WATER PUMP, AND ABOUT 3 FEET
 LU0296'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0278 ***********************************************************************
 KS0278  DESIGNATION -  6218
 KS0278  PID         -  KS0278
 KS0278  STATE/COUNTY-  CA/PLACER
 KS0278  USGS QUAD   -  TAHOE CITY (1992)
 KS0278
 KS0278                         *CURRENT SURVEY CONTROL
 KS0278  ___________________________________________________________________
 KS0278* NAD 83(1986)-  39 10 31.     (N)    120 11 21.     (W)     SCALED    
 KS0278* NAVD 88     -      1896.50   (+/-2cm)    6222.1    (feet)  VERTCON   
 KS0278  ___________________________________________________________________
 KS0278  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KS0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0278
 KS0278.The horizontal coordinates were scaled from a topographic map and have
 KS0278.an estimated accuracy of +/- 6 seconds.
 KS0278
 KS0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0278.The vertical order pertains to the NGVD 29 superseded value.
 KS0278
 KS0278.The geoid height was determined by GEOID03.
 KS0278
 KS0278;                    North         East    Units  Estimated Accuracy
 KS0278;SPC CA 2     -   669,020.    2,156,460.      MT  (+/- 180 meters Scaled)
 KS0278
 KS0278                          SUPERSEDED SURVEY CONTROL
 KS0278
 KS0278  NGVD 29 (??/??/??) 1895.249  (m)         6218.00   (f) ADJUSTED    2 0
 KS0278
 KS0278.Superseded values are not recommended for survey control.
 KS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0278.See file dsdata.txt to determine how the superseded data were derived.
 KS0278
 KS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ428399(NAD 83)
 KS0278_MARKER: Q = CHISELED SQUARE
 KS0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0278_SP_SET: CULVERT
 KS0278_MARK LOGO: USGS  
 KS0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0278
 KS0278  HISTORY     - Date     Condition        Report By
 KS0278  HISTORY     - UNK      MONUMENTED       USGS
 KS0278  HISTORY     - 1957     GOOD             CGS
 KS0278  HISTORY     - 20010508 MARK NOT FOUND   CADT
 KS0278  HISTORY     - 20010601 MARK NOT FOUND   CADT
 KS0278
 KS0278                          STATION DESCRIPTION
 KS0278
 KS0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0278'3 MI W FROM TAHOE CITY.
 KS0278'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 KS0278'AT TAHOE CITY, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 89,
 KS0278'NEAR THE CENTER OF A S CURVE, AT CORRUGATED METAL PIPE CULVERT
 KS0278'B 165 + 61, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD
 KS0278'WALL, 49 1/2 FEET SOUTHWEST OF TELEPHONE POLE 406, 20 FEET EAST OF
 KS0278'THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTHWEST OF THE WEST
 KS0278'EDGE OF A 3- BY 3-FOOT GRANITE BOULDER WHICH IS MARKED BY THE
 KS0278'WHITE PAINTED LETTERS AND NUMBERS US 6218 BM, AND ABOUT LEVEL WITH
 KS0278'THE HIGHWAY.
 KS0278
 KS0278                          STATION RECOVERY (2001)
 KS0278
 KS0278'RECOVERY NOTE BY CALTRANS 2001 (FTC)
 KS0278'CULVERT HAS BEEN REPLACED.
 KS0278
 KS0278                          STATION RECOVERY (2001)
 KS0278
 KS0278'RECOVERY NOTE BY CALTRANS 2001 (FTC)
 KS0278'MARK NOT FOUND. THE CULVERT HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0100 ***********************************************************************
 FV0100  DESIGNATION -  622 CULVERT
 FV0100  PID         -  FV0100
 FV0100  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0100  USGS QUAD   -  PASO ROBLES (1979)
 FV0100
 FV0100                         *CURRENT SURVEY CONTROL
 FV0100  ___________________________________________________________________
 FV0100* NAD 83(1986)-  35 44 09.     (N)    120 41 58.     (W)     SCALED    
 FV0100* NAVD 88     -       190.62   (+/-2cm)     625.4    (feet)  VERTCON   
 FV0100  ___________________________________________________________________
 FV0100  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 FV0100  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0100
 FV0100.The horizontal coordinates were scaled from a topographic map and have
 FV0100.an estimated accuracy of +/- 6 seconds.
 FV0100
 FV0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0100.The vertical order pertains to the NGVD 29 superseded value.
 FV0100
 FV0100.The geoid height was determined by GEOID03.
 FV0100
 FV0100;                    North         East    Units  Estimated Accuracy
 FV0100;SPC CA 5     -   751,310.    1,755,810.      MT  (+/- 180 meters Scaled)
 FV0100
 FV0100                          SUPERSEDED SURVEY CONTROL
 FV0100
 FV0100  NGVD 29 (??/??/92)  189.684  (m)          622.32   (f) ADJ UNCH    1 2
 FV0100
 FV0100.Superseded values are not recommended for survey control.
 FV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0100.See file dsdata.txt to determine how the superseded data were derived.
 FV0100
 FV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE080570(NAD 83)
 FV0100_MARKER: Q = CHISELED SQUARE
 FV0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0100_SP_SET: CULVERT
 FV0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0100
 FV0100  HISTORY     - Date     Condition        Report By
 FV0100  HISTORY     - UNK      MONUMENTED       USGS
 FV0100  HISTORY     - 1933     GOOD             NGS
 FV0100  HISTORY     - 1968     MARK NOT FOUND   NGS
 FV0100
 FV0100                          STATION DESCRIPTION
 FV0100
 FV0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FV0100'1 MI S FROM SAN MIGUEL.
 FV0100'1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0100'SAN MIGUEL, SAN LUIS OBISPO COUNTY, AT MILEAGE 207.9, AT CONCRETE
 FV0100'CULVERT NO. 207 F, AND ON THE TOP OF THE EAST HEADWALL.  A
 FV0100'CHISELED SQUARE, MARKED U.S. 622.
 FV0100
 FV0100                          STATION RECOVERY (1968)
 FV0100
 FV0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FV0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2064 ***********************************************************************
 EW2064  DESIGNATION -  623 USGS
 EW2064  PID         -  EW2064
 EW2064  STATE/COUNTY-  CA/LOS ANGELES
 EW2064  USGS QUAD   -  BURBANK (1994)
 EW2064
 EW2064                         *CURRENT SURVEY CONTROL
 EW2064  ___________________________________________________________________
 EW2064* NAD 83(1986)-  34 11 03.     (N)    118 18 48.     (W)     SCALED    
 EW2064* NAVD 88     -       190.08   (+/-2cm)     623.6    (feet)  VERTCON   
 EW2064  ___________________________________________________________________
 EW2064  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2064  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2064
 EW2064.The horizontal coordinates were scaled from a topographic map and have
 EW2064.an estimated accuracy of +/- 6 seconds.
 EW2064
 EW2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2064.The vertical order pertains to the NGVD 29 superseded value.
 EW2064
 EW2064.The geoid height was determined by GEOID03.
 EW2064
 EW2064;                    North         East    Units  Estimated Accuracy
 EW2064;SPC CA 5     -   575,940.    1,971,120.      MT  (+/- 180 meters Scaled)
 EW2064
 EW2064                          SUPERSEDED SURVEY CONTROL
 EW2064
 EW2064  NGVD 29 (??/??/92)  189.28   (m)          621.0    (f) COMPUTED    1 2
 EW2064
 EW2064.Superseded values are not recommended for survey control.
 EW2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2064.See file dsdata.txt to determine how the superseded data were derived.
 EW2064
 EW2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT789833(NAD 83)
 EW2064_MARKER: DD = SURVEY DISK
 EW2064_SETTING: 0 = UNSPECIFIED SETTING
 EW2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2064
 EW2064  HISTORY     - Date     Condition        Report By
 EW2064  HISTORY     - UNK      MONUMENTED       USGS
 EW2064  HISTORY     - 1932     GOOD             NGS
 EW2064
 EW2064                          STATION DESCRIPTION
 EW2064
 EW2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EW2064'AT BURBANK.
 EW2064'AT JOHN MUHR JUNCTION H.S., SOUTHWEST ENTRANCE TO GIRLS GYM, TOP OF
 EW2064'CONCRETE LANDING NORTHEAST CORNER.  NOTE-- THIS MARK WAS MOVED
 EW2064'FROM OLD LOCATION TO THIS ONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2062 ***********************************************************************
 EW2062  DESIGNATION -  623 USGS RESET 1943
 EW2062  PID         -  EW2062
 EW2062  STATE/COUNTY-  CA/LOS ANGELES
 EW2062  USGS QUAD   -  BURBANK (1994)
 EW2062
 EW2062                         *CURRENT SURVEY CONTROL
 EW2062  ___________________________________________________________________
 EW2062* NAD 83(1986)-  34 11 05.     (N)    118 18 49.     (W)     SCALED    
 EW2062* NAVD 88     -       190.04   (+/-2cm)     623.5    (feet)  VERTCON   
 EW2062  ___________________________________________________________________
 EW2062  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EW2062  VERT ORDER  -  THIRD (See Below)
 EW2062
 EW2062.The horizontal coordinates were scaled from a topographic map and have
 EW2062.an estimated accuracy of +/- 6 seconds.
 EW2062
 EW2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2062.The vertical order pertains to the NGVD 29 superseded value.
 EW2062
 EW2062.The geoid height was determined by GEOID03.
 EW2062
 EW2062;                    North         East    Units  Estimated Accuracy
 EW2062;SPC CA 5     -   576,000.    1,971,090.      MT  (+/- 180 meters Scaled)
 EW2062
 EW2062                          SUPERSEDED SURVEY CONTROL
 EW2062
 EW2062  NGVD 29 (??/??/??)  189.24   (m)          620.9    (f) RESET       3  
 EW2062
 EW2062.Superseded values are not recommended for survey control.
 EW2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2062.See file dsdata.txt to determine how the superseded data were derived.
 EW2062
 EW2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT789834(NAD 83)
 EW2062_MARKER: DB = BENCH MARK DISK
 EW2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2062_SP_SET: STEP
 EW2062_STAMPING: 623 56 1914
 EW2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2062
 EW2062  HISTORY     - Date     Condition        Report By
 EW2062  HISTORY     - 1914     MONUMENTED       USGS
 EW2062  HISTORY     - 1955     GOOD             NGS
 EW2062  HISTORY     - 1964     GOOD             NGS
 EW2062
 EW2062                          STATION DESCRIPTION
 EW2062
 EW2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2062'AT BURBANK.
 EW2062'AT BURBANK, AT THE NORTH CORNER OF THE INTERSECTION OF SAN
 EW2062'FERNANDO BOULEVARD AND CYPRESS AVENUE, AT THE ABANDONED JOHN MUIR
 EW2062'JUNIOR HIGH SCHOOL, IN THE TOP OF THE NORTH CORNER OF THE TOP STEP
 EW2062'AT THE SOUTHWEST ENTRANCE TO THE GYMNASIUM, 3.1 FEET NORTHWEST OF
 EW2062'THE APPROXIMATE CENTER OF THE ENTRANCE, 0.4 FOOT SOUTHWEST OF THE
 EW2062'SOUTHWEST FACE OF THE BUILDING, AND ABOUT 1 FOOT HIGHER THAN THE
 EW2062'SIDEWALK.  NOTE-- IT HAS BEEN REPORTED THAT THE BUILDINGS ARE TO
 EW2062'BE TAKEN DOWN AND THE MARK WILL BE DESTROYED.
 EW2062
 EW2062                          STATION RECOVERY (1964)
 EW2062
 EW2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1858 ***********************************************************************
 JS1858  DESIGNATION -  624 CC CO
 JS1858  PID         -  JS1858
 JS1858  STATE/COUNTY-  CA/CONTRA COSTA
 JS1858  USGS QUAD   -  HONKER BAY (1980)
 JS1858
 JS1858                         *CURRENT SURVEY CONTROL
 JS1858  ___________________________________________________________________
 JS1858* NAD 83(1986)-  38 02 22.     (N)    121 58 06.     (W)     SCALED    
 JS1858* NAVD 88     -         5.39   (+/-2cm)      17.7    (feet)  VERTCON   
 JS1858  ___________________________________________________________________
 JS1858  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JS1858  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1858
 JS1858.The horizontal coordinates were scaled from a topographic map and have
 JS1858.an estimated accuracy of +/- 6 seconds.
 JS1858
 JS1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1858.The vertical order pertains to the NGVD 29 superseded value.
 JS1858
 JS1858.The geoid height was determined by GEOID03.
 JS1858
 JS1858;                    North         East    Units  Estimated Accuracy
 JS1858;SPC CA 3     -   671,860.    1,871,120.      MT  (+/- 180 meters Scaled)
 JS1858
 JS1858                          SUPERSEDED SURVEY CONTROL
 JS1858
 JS1858  NGVD 29 (??/??/92)    4.608  (m)           15.12   (f) ADJ UNCH    1 2
 JS1858
 JS1858.Superseded values are not recommended for survey control.
 JS1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1858.See file dsdata.txt to determine how the superseded data were derived.
 JS1858
 JS1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH905106(NAD 83)
 JS1858_MARKER: N = NAIL
 JS1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS1858+STABILITY: SURFACE MOTION
 JS1858
 JS1858  HISTORY     - Date     Condition        Report By
 JS1858  HISTORY     - UNK      MONUMENTED       CA-013
 JS1858  HISTORY     - 1956     GOOD             NGS
 JS1858  HISTORY     - 1964     GOOD             NGS
 JS1858
 JS1858                          STATION DESCRIPTION
 JS1858
 JS1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JS1858'2.8 MI E FROM PORT CHICAGO.
 JS1858'2.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS1858'FROM THE STATION AT PORT CHICAGO, 1.05 MILES EAST OF NICHOLS,
 JS1858'0.45 MILE WEST OF MC AVOY, 0.35 MILE EAST OF THE CROSSING OF AN
 JS1858'ASPHALT ROAD, ALONG THE PORT CHICAGO HIGHWAY, AT THE T JUNCTION
 JS1858'OF INLET DRIVE, ABOUT 175 FEET SOUTH OF THE SACRAMENTO NORTHERN
 JS1858'RAILROAD TRACK, 31.4 FEET SOUTH OF THE CENTER LINE OF THE
 JS1858'HIGHWAY, IN LINE WITH THE CENTER LINE OF THE DRIVE, 0.3 FOOT
 JS1858'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ACCESS
 JS1858'TO MARK HAS THROUGH AN IRON PIPE WITH A CAST IRON COVER FLUSH
 JS1858'WITH THE PAVEMENT AND MARKED BY THE LETTERS MONUMENT.
 JS1858
 JS1858                          STATION RECOVERY (1964)
 JS1858
 JS1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0292 ***********************************************************************
 KS0292  DESIGNATION -  6242
 KS0292  PID         -  KS0292
 KS0292  STATE/COUNTY-  CA/PLACER
 KS0292  USGS QUAD   -  HOMEWOOD (1992)
 KS0292
 KS0292                         *CURRENT SURVEY CONTROL
 KS0292  ___________________________________________________________________
 KS0292* NAD 83(1986)-  39 06 26.     (N)    120 09 41.     (W)     SCALED    
 KS0292* NAVD 88     -      1903.92   (+/-2cm)    6246.4    (feet)  VERTCON   
 KS0292  ___________________________________________________________________
 KS0292  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KS0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0292
 KS0292.The horizontal coordinates were scaled from a topographic map and have
 KS0292.an estimated accuracy of +/- 6 seconds.
 KS0292
 KS0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0292.The vertical order pertains to the NGVD 29 superseded value.
 KS0292
 KS0292.The geoid height was determined by GEOID03.
 KS0292
 KS0292;                    North         East    Units  Estimated Accuracy
 KS0292;SPC CA 2     -   661,520.    2,159,010.      MT  (+/- 180 meters Scaled)
 KS0292
 KS0292                          SUPERSEDED SURVEY CONTROL
 KS0292
 KS0292  NGVD 29 (??/??/??) 1902.705  (m)         6242.46   (f) ADJUSTED    2 0
 KS0292
 KS0292.Superseded values are not recommended for survey control.
 KS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0292.See file dsdata.txt to determine how the superseded data were derived.
 KS0292
 KS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ454325(NAD 83)
 KS0292_MARKER: Q = CHISELED SQUARE
 KS0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0292_SP_SET: BRIDGE
 KS0292_MARK LOGO: USGS  
 KS0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0292
 KS0292  HISTORY     - Date     Condition        Report By
 KS0292  HISTORY     - UNK      MONUMENTED       USGS
 KS0292  HISTORY     - 1957     GOOD             CGS
 KS0292  HISTORY     - 20010508 MARK NOT FOUND   CADT
 KS0292  HISTORY     - 20010601 MARK NOT FOUND   CADT
 KS0292
 KS0292                          STATION DESCRIPTION
 KS0292
 KS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0292'0.3 MI N FROM TAHOE PINES.
 KS0292'0.3 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT
 KS0292'TAHOE PINES, AT STONE HIGHWAY BRIDGE 19-67 OVER BLACKWOOD CREEK,
 KS0292'IN THE TOP OF THE CENTER OF THE WEST CURB, 15 FEET WEST OF THE
 KS0292'CENTER LINE OF THE HIGHWAY, 4.5 FEET EAST OF THE EAST EDGE OF THE
 KS0292'WEST STONE HEAD WALL, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY,
 KS0292'AND MARKED BY THE YELLOW PAINTED LETTERS USBM.
 KS0292
 KS0292                          STATION RECOVERY (2001)
 KS0292
 KS0292'RECOVERY NOTE BY CALTRANS 2001 (FTC)
 KS0292'STONE BRIDGE REMAINS, BUT CURB HAS BEEN REMOVED.
 KS0292
 KS0292                          STATION RECOVERY (2001)
 KS0292
 KS0292'RECOVERY NOTE BY CALTRANS 2001 (FTC)
 KS0292'MARK NOT FOUND. THE BRIDGE REMAINS, BUT THE CURB HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0318 ***********************************************************************
 KS0318  DESIGNATION -  6245
 KS0318  PID         -  KS0318
 KS0318  STATE/COUNTY-  CA/PLACER
 KS0318  USGS QUAD   -  KINGS BEACH (1992)
 KS0318
 KS0318                         *CURRENT SURVEY CONTROL
 KS0318  ___________________________________________________________________
 KS0318* NAD 83(1986)-  39 13 08.     (N)    120 05 14.     (W)     SCALED    
 KS0318* NAVD 88     -      1904.71   (+/-2cm)    6249.0    (feet)  VERTCON   
 KS0318  ___________________________________________________________________
 KS0318  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KS0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0318
 KS0318.The horizontal coordinates were scaled from a topographic map and have
 KS0318.an estimated accuracy of +/- 6 seconds.
 KS0318
 KS0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0318.The vertical order pertains to the NGVD 29 superseded value.
 KS0318
 KS0318.The geoid height was determined by GEOID03.
 KS0318
 KS0318;                    North         East    Units  Estimated Accuracy
 KS0318;SPC CA 2     -   674,040.    2,165,160.      MT  (+/- 180 meters Scaled)
 KS0318
 KS0318                          SUPERSEDED SURVEY CONTROL
 KS0318
 KS0318  NGVD 29 (??/??/??) 1903.468  (m)         6244.96   (f) ADJUSTED    2 0
 KS0318
 KS0318.Superseded values are not recommended for survey control.
 KS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0318.See file dsdata.txt to determine how the superseded data were derived.
 KS0318
 KS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ514451(NAD 83)
 KS0318_MARKER: Q = CHISELED SQUARE
 KS0318_SETTING: 80 = SET IN A BOULDER
 KS0318_MARK LOGO: USGS  
 KS0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0318+STABILITY: SURFACE MOTION
 KS0318
 KS0318  HISTORY     - Date     Condition        Report By
 KS0318  HISTORY     - UNK      MONUMENTED       USGS
 KS0318  HISTORY     - 1935     GOOD             CGS
 KS0318
 KS0318                          STATION DESCRIPTION
 KS0318
 KS0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KS0318'5.3 MI NE FROM TAHOE.
 KS0318'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 KS0318'AT TAHOE, PLACER COUNTY, 0.5 MILE SOUTHEAST OF THE CARNELIAN
 KS0318'BAY RESORT, AT A CURVE CLOSE TO LAKE TAHOE, 14 FEET WEST OF THE
 KS0318'CENTERLINE OF THE HIGHWAY, ON THE TOP OF A GRANITE BOULDER, AND
 KS0318'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0319 ***********************************************************************
 KS0319  DESIGNATION -  6246
 KS0319  PID         -  KS0319
 KS0319  STATE/COUNTY-  CA/PLACER
 KS0319  USGS QUAD   -  KINGS BEACH (1992)
 KS0319
 KS0319                         *CURRENT SURVEY CONTROL
 KS0319  ___________________________________________________________________
 KS0319* NAD 83(1986)-  39 13 33.     (N)    120 04 58.     (W)     SCALED    
 KS0319* NAVD 88     -      1905.23   (+/-2cm)    6250.7    (feet)  VERTCON   
 KS0319  ___________________________________________________________________
 KS0319  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 KS0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0319
 KS0319.The horizontal coordinates were scaled from a topographic map and have
 KS0319.an estimated accuracy of +/- 6 seconds.
 KS0319
 KS0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0319.The vertical order pertains to the NGVD 29 superseded value.
 KS0319
 KS0319.The geoid height was determined by GEOID03.
 KS0319
 KS0319;                    North         East    Units  Estimated Accuracy
 KS0319;SPC CA 2     -   674,820.    2,165,530.      MT  (+/- 180 meters Scaled)
 KS0319
 KS0319                          SUPERSEDED SURVEY CONTROL
 KS0319
 KS0319  NGVD 29 (??/??/??) 1903.982  (m)         6246.65   (f) ADJUSTED    2 0
 KS0319
 KS0319.Superseded values are not recommended for survey control.
 KS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0319.See file dsdata.txt to determine how the superseded data were derived.
 KS0319
 KS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ518458(NAD 83)
 KS0319_MARKER: S = SPIKE
 KS0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0319_SP_SET: TREE
 KS0319_MARK LOGO: USGS  
 KS0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0319
 KS0319  HISTORY     - Date     Condition        Report By
 KS0319  HISTORY     - UNK      MONUMENTED       USGS
 KS0319  HISTORY     - 1935     GOOD             CGS
 KS0319
 KS0319                          STATION DESCRIPTION
 KS0319
 KS0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KS0319'5.9 MI NE FROM TAHOE.
 KS0319'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 KS0319'AT TAHOE, PLACER COUNTY, NEAR THE CARNELIAN BAY RESORT SIGN, 13
 KS0319'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE SOUTH SIDE
 KS0319'OF THE BASE OF A 3-FOOT SPRUCE TREE.  THE EDGE OF THE HEAD OF A
 KS0319'RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5399 ***********************************************************************
 EW5399  DESIGNATION -  626 USGS
 EW5399  PID         -  EW5399
 EW5399  STATE/COUNTY-  CA/VENTURA
 EW5399  USGS QUAD   -  MATILIJA (1988)
 EW5399
 EW5399                         *CURRENT SURVEY CONTROL
 EW5399  ___________________________________________________________________
 EW5399* NAD 83(1986)-  34 25 13.     (N)    119 17 32.     (W)     SCALED    
 EW5399* NAVD 88     -       192.51   (+/-2cm)     631.6    (feet)  VERTCON   
 EW5399  ___________________________________________________________________
 EW5399  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW5399  VERT ORDER  -  THIRD (See Below)
 EW5399
 EW5399.The horizontal coordinates were scaled from a topographic map and have
 EW5399.an estimated accuracy of +/- 6 seconds.
 EW5399
 EW5399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5399.The vertical order pertains to the NGVD 29 superseded value.
 EW5399
 EW5399.The geoid height was determined by GEOID03.
 EW5399
 EW5399;                    North         East    Units  Estimated Accuracy
 EW5399;SPC CA 5     -   602,850.    1,881,220.      MT  (+/- 180 meters Scaled)
 EW5399
 EW5399                          SUPERSEDED SURVEY CONTROL
 EW5399
 EW5399  NGVD 29 (??/??/??)  191.74   (m)          629.1    (f) RESET       3  
 EW5399
 EW5399.Superseded values are not recommended for survey control.
 EW5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5399.See file dsdata.txt to determine how the superseded data were derived.
 EW5399
 EW5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU893111(NAD 83)
 EW5399_MARKER: P = PIPE CAP
 EW5399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5399_STAMPING: 626 LA
 EW5399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5399
 EW5399  HISTORY     - Date     Condition        Report By
 EW5399  HISTORY     - UNK      MONUMENTED       CGS
 EW5399  HISTORY     - 1961     POOR             NGS
 EW5399
 EW5399                          STATION DESCRIPTION
 EW5399
 EW5399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW5399'3.8 MI SW FROM OJAI.
 EW5399'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 399 FROM THE POST OFFICE
 EW5399'AT OJAI, VENTURA COUNTY, 75 FEET WEST OF THE CENTERLINE OF THE
 EW5399'HIGHWAY, 19 FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC
 EW5399'CO. RAILROAD SPUR TRACK TO OJAI, 45 FEET NORTH OF A ROAD
 EW5399'CROSSING, 16 FEET NORTH OF THE CENTERLINE OF RICE ROAD, AND 3
 EW5399'FEET SOUTH OF A TOWN-AND-MILEAGE SIGN.  A UNITED STATES
 EW5399'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 626 LA AND RIVETED ON
 EW5399'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0587 ***********************************************************************
 JR0587  DESIGNATION -  6265
 JR0587  PID         -  JR0587
 JR0587  STATE/COUNTY-  CA/TUOLUMNE
 JR0587  USGS QUAD   -  SONORA PASS (1979)
 JR0587
 JR0587                         *CURRENT SURVEY CONTROL
 JR0587  ___________________________________________________________________
 JR0587* NAD 83(1986)-  38 19 23.     (N)    119 45 02.     (W)     SCALED    
 JR0587* NAVD 88     -      1911.829  (meters)    6272.39   (feet)  POSTED    
 JR0587  ___________________________________________________________________
 JR0587  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 JR0587  DYNAMIC HT  -        1909.660 (meters)    6265.28  (feet)  COMP
 JR0587  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 JR0587
 JR0587  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 JR0587
 JR0587.The horizontal coordinates were scaled from a topographic map and have
 JR0587.an estimated accuracy of +/- 6 seconds.
 JR0587
 JR0587.The orthometric height was determined by differential leveling
 JR0587.and adjusted in October 2003.
 JR0587
 JR0587.The geoid height was determined by GEOID03.
 JR0587
 JR0587.The dynamic height is computed by dividing the NAVD 88
 JR0587.geopotential number by the normal gravity value computed on the
 JR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0587.degrees latitude (g = 980.6199 gals.).
 JR0587
 JR0587.The modeled gravity was interpolated from observed gravity values.
 JR0587
 JR0587;                    North         East    Units  Estimated Accuracy
 JR0587;SPC CA 3     -   702,590.    2,065,530.      MT  (+/- 180 meters Scaled)
 JR0587
 JR0587                          SUPERSEDED SURVEY CONTROL
 JR0587
 JR0587  NGVD 29 (??/??/92) 1910.556  (m)         6268.22   (f) ADJ UNCH    1 2
 JR0587
 JR0587.Superseded values are not recommended for survey control.
 JR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0587.See file dsdata.txt to determine how the superseded data were derived.
 JR0587
 JR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC595452(NAD 83)
 JR0587_MARKER: DD = SURVEY DISK
 JR0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JR0587_SP_SET: GRANITE BENCH
 JR0587_STAMPING: 6268.639
 JR0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0587
 JR0587  HISTORY     - Date     Condition        Report By
 JR0587  HISTORY     - UNK      MONUMENTED       USGS
 JR0587  HISTORY     - 1957     GOOD             NGS
 JR0587
 JR0587                          STATION DESCRIPTION
 JR0587
 JR0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0587'0.6 MI SE FROM BAKER STATION.
 JR0587'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 108 FROM BAKER STATION,
 JR0587'AT THE FOOT OF SONORA PASS GRADE, 206 FEET EAST OF THE CENTER
 JR0587'OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO KENNEDY
 JR0587'MEADOWS RESORT, IN THE TOP OF A GRANITE BENCH (AT THE BASE OF
 JR0587'A GRANITE CLIFF) WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND,
 JR0587'183 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTH OF
 JR0587'THE SOUTH BANK OF A WASH, 2 FEET NORTH OF THE NORTH SIDE OF A GRANITE
 JR0587'CLIFF, ABOUT 10 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE YELLOW
 JR0587'PAINTED LETTERS USBM.  NOTE-- SLANTING DISK.  THE ROD WAS HELD
 JR0587'OVER THE LETTERS OL OF THE WORD GEOLOGICAL DURING THE 1957
 JR0587'RELEVELING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0021 ***********************************************************************
 JS0021  DESIGNATION -  6271.66 CAHD
 JS0021  PID         -  JS0021
 JS0021  STATE/COUNTY-  CA/EL DORADO
 JS0021  USGS QUAD   -  EMERALD BAY (1992)
 JS0021
 JS0021                         *CURRENT SURVEY CONTROL
 JS0021  ___________________________________________________________________
 JS0021* NAD 83(1986)-  38 54 47.     (N)    120 00 15.     (W)     SCALED    
 JS0021* NAVD 88     -      1912.61   (+/-2cm)    6275.0    (feet)  VERTCON   
 JS0021  ___________________________________________________________________
 JS0021  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 JS0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0021
 JS0021.The horizontal coordinates were scaled from a topographic map and have
 JS0021.an estimated accuracy of +/- 6 seconds.
 JS0021
 JS0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0021.The vertical order pertains to the NGVD 29 superseded value.
 JS0021
 JS0021.The geoid height was determined by GEOID03.
 JS0021
 JS0021;                    North         East    Units  Estimated Accuracy
 JS0021;SPC CA 2     -   640,260.    2,173,080.      MT  (+/- 180 meters Scaled)
 JS0021
 JS0021                          SUPERSEDED SURVEY CONTROL
 JS0021
 JS0021  NGVD 29 (??/??/92) 1911.40   (m)         6271.0    (f) COMPUTED    2 0
 JS0021
 JS0021.Superseded values are not recommended for survey control.
 JS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0021.See file dsdata.txt to determine how the superseded data were derived.
 JS0021
 JS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ597113(NAD 83)
 JS0021_MARKER: P = PIPE CAP
 JS0021_SETTING: 0 = UNSPECIFIED SETTING
 JS0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0021
 JS0021  HISTORY     - Date     Condition        Report By
 JS0021  HISTORY     - UNK      MONUMENTED       CADH
 JS0021  HISTORY     - 1957     MARK NOT FOUND   NGS
 JS0021
 JS0021                          STATION DESCRIPTION
 JS0021
 JS0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0021'2.6 MI S FROM CAMP RICHARDSON.
 JS0021'LOCATED ABOUT 60 YARDS NORTH AND 30 FEET WEST OF THE SOUTH POINT
 JS0021'OF THE TRIANGLE FORMED BY THE STATE HIGHWAY JUNCTION AND ABOUT
 JS0021'100 FEET NORTHWEST OF V-125.  NOTE-- TWO PINE TREES WERE FOUND
 JS0021'AT THE DESCRIBED LOCATION BUT NO TRACE OF THE SPIKE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0308 ***********************************************************************
 KS0308  DESIGNATION -  6272
 KS0308  PID         -  KS0308
 KS0308  STATE/COUNTY-  CA/PLACER
 KS0308  USGS QUAD   -  TAHOE CITY (1992)
 KS0308
 KS0308                         *CURRENT SURVEY CONTROL
 KS0308  ___________________________________________________________________
 KS0308* NAD 83(1986)-  39 10 39.     (N)    120 07 57.     (W)     SCALED    
 KS0308* NAVD 88     -      1913.21   (+/-2cm)    6276.9    (feet)  VERTCON   
 KS0308  ___________________________________________________________________
 KS0308  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KS0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0308
 KS0308.The horizontal coordinates were scaled from a topographic map and have
 KS0308.an estimated accuracy of +/- 6 seconds.
 KS0308
 KS0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0308.The vertical order pertains to the NGVD 29 superseded value.
 KS0308
 KS0308.The geoid height was determined by GEOID03.
 KS0308
 KS0308;                    North         East    Units  Estimated Accuracy
 KS0308;SPC CA 2     -   669,370.    2,161,350.      MT  (+/- 180 meters Scaled)
 KS0308
 KS0308                          SUPERSEDED SURVEY CONTROL
 KS0308
 KS0308  NGVD 29 (??/??/??) 1911.979  (m)         6272.88   (f) ADJUSTED    2 0
 KS0308
 KS0308.Superseded values are not recommended for survey control.
 KS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0308.See file dsdata.txt to determine how the superseded data were derived.
 KS0308
 KS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ477403(NAD 83)
 KS0308_MARKER: N = NAIL
 KS0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0308_SP_SET: TREE
 KS0308_STAMPING: USBM
 KS0308_MARK LOGO: USGS  
 KS0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0308
 KS0308  HISTORY     - Date     Condition        Report By
 KS0308  HISTORY     - UNK      MONUMENTED       USGS
 KS0308  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0308  HISTORY     - 19991020 GOOD             CADT
 KS0308
 KS0308                          STATION DESCRIPTION
 KS0308
 KS0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0308'0.8 MI NE FROM TAHOE CITY.
 KS0308'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE
 KS0308'AT TAHOE, PLACER COUNTY, 17 FEET SOUTHEAST OF THE CENTERLINE OF
 KS0308'THE HIGHWAY, 8.8 FEET SOUTH OF POLE 44, 6 FEET NORTHEAST OF THE
 KS0308'CENTER OF A GATE ACROSS A ROAD LEADING TO LAKE TAHOE, AT THE
 KS0308'SOUTH SIDE OF THE BASE OF A 2-FOOT CEDAR TREE, AND FLUSH WITH THE
 KS0308'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 KS0308'AND WASHER, STAMPED USBM.
 KS0308
 KS0308                          STATION RECOVERY (1999)
 KS0308
 KS0308'RECOVERY NOTE BY CALTRANS 1999
 KS0308'HIGHWAY MENTIONED IN DESCRIPTION IS HIGHWAY 29 NOT 89.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0628 ***********************************************************************
 JR0628  DESIGNATION -  6273
 JR0628  PID         -  JR0628
 JR0628  STATE/COUNTY-  CA/TUOLUMNE
 JR0628  USGS QUAD   -  DONNELL LAKE (1979)
 JR0628
 JR0628                         *CURRENT SURVEY CONTROL
 JR0628  ___________________________________________________________________
 JR0628* NAD 83(1986)-  38 18 19.     (N)    119 56 17.     (W)     SCALED    
 JR0628* NAVD 88     -      1913.942  (meters)    6279.32   (feet)  POSTED    
 JR0628  ___________________________________________________________________
 JR0628  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JR0628  DYNAMIC HT  -        1911.820 (meters)    6272.36  (feet)  COMP
 JR0628  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 JR0628
 JR0628  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0628
 JR0628.The horizontal coordinates were scaled from a topographic map and have
 JR0628.an estimated accuracy of +/- 6 seconds.
 JR0628
 JR0628.The orthometric height was determined by differential leveling
 JR0628.and adjusted in October 2003.
 JR0628.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0628.rate of 1.1 thru 2.0 mm/km.
 JR0628
 JR0628.The geoid height was determined by GEOID03.
 JR0628
 JR0628.The dynamic height is computed by dividing the NAVD 88
 JR0628.geopotential number by the normal gravity value computed on the
 JR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0628.degrees latitude (g = 980.6199 gals.).
 JR0628
 JR0628.The modeled gravity was interpolated from observed gravity values.
 JR0628
 JR0628;                    North         East    Units  Estimated Accuracy
 JR0628;SPC CA 3     -   700,500.    2,049,150.      MT  (+/- 180 meters Scaled)
 JR0628
 JR0628                          SUPERSEDED SURVEY CONTROL
 JR0628
 JR0628  NGVD 29 (??/??/92) 1912.745  (m)         6275.40   (f) ADJ UNCH    1 2
 JR0628
 JR0628.Superseded values are not recommended for survey control.
 JR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0628.See file dsdata.txt to determine how the superseded data were derived.
 JR0628
 JR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC430437(NAD 83)
 JR0628_MARKER: P = PIPE CAP
 JR0628_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0628_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0628_STAMPING: 6275.880
 JR0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0628
 JR0628  HISTORY     - Date     Condition        Report By
 JR0628  HISTORY     - UNK      MONUMENTED       USGS
 JR0628  HISTORY     - 1957     GOOD             NGS
 JR0628
 JR0628                          STATION DESCRIPTION
 JR0628
 JR0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0628'11.7 MI NE FROM STRAWBERRY.
 JR0628'11.3 MILES NORTHEAST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JR0628'AT STRAWBERRY, THENCE 0.4 MILE EAST ALONG A FORMER ALIGNMENT OF
 JR0628'STATE HIGHWAY 108, IN R 18 E, T 5 N, IN THE NORTHEAST QUARTER OF
 JR0628'SECTION 12, AT THE MILL CREEK CAMPGROUNDS, 205 FEET NORTH OF THE
 JR0628'NORTHWEST CORNER OF BRIDGE 32-28 OVER MILL CREEK, 26 1/2 FEET
 JR0628'SOUTHEAST OF THE CENTER OF A SMALL DRAINAGE DITCH, 25 1/2 FEET
 JR0628'WEST OF THE CENTER LINE OF THE FORMER HIGHWAY, 1.6 FEET SOUTH
 JR0628'OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER HIGHWAY, AND
 JR0628'FASTENED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0
 JR0628'FOOT ABOVE THE GROUND.  NOTE-- THE TOP OF THE CAP IS SMASHED IN
 JR0628'AND THE PIPE IS LEANING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0005 ***********************************************************************
 KS0005  DESIGNATION -  6281.5
 KS0005  PID         -  KS0005
 KS0005  STATE/COUNTY-  CA/SIERRA
 KS0005  USGS QUAD   -  SATTLEY (1981)
 KS0005
 KS0005                         *CURRENT SURVEY CONTROL
 KS0005  ___________________________________________________________________
 KS0005* NAD 83(1986)-  39 37 25.     (N)    120 28 16.     (W)     SCALED    
 KS0005* NAVD 88     -      1916.217  (meters)    6286.79   (feet)  ADJUSTED  
 KS0005  ___________________________________________________________________
 KS0005  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 KS0005  DYNAMIC HT  -        1914.391 (meters)    6280.80  (feet)  COMP
 KS0005  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 KS0005
 KS0005  VERT ORDER  -  SECOND    CLASS 0
 KS0005
 KS0005.The horizontal coordinates were scaled from a topographic map and have
 KS0005.an estimated accuracy of +/- 6 seconds.
 KS0005
 KS0005.The orthometric height was determined by differential leveling
 KS0005.and adjusted in June 1991.
 KS0005
 KS0005.The geoid height was determined by GEOID03.
 KS0005
 KS0005.The dynamic height is computed by dividing the NAVD 88
 KS0005.geopotential number by the normal gravity value computed on the
 KS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0005.degrees latitude (g = 980.6199 gals.).
 KS0005
 KS0005.The modeled gravity was interpolated from observed gravity values.
 KS0005
 KS0005;                    North         East    Units  Estimated Accuracy
 KS0005;SPC CA 2     -   718,340.    2,131,260.      MT  (+/- 180 meters Scaled)
 KS0005
 KS0005                          SUPERSEDED SURVEY CONTROL
 KS0005
 KS0005  NGVD 29 (??/??/??) 1915.090  (m)         6283.09   (f) ADJUSTED    2 0
 KS0005
 KS0005.Superseded values are not recommended for survey control.
 KS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0005.See file dsdata.txt to determine how the superseded data were derived.
 KS0005
 KS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ170890(NAD 83)
 KS0005_MARKER: Q = CHISELED SQUARE
 KS0005_SETTING: 80 = SET IN A BOULDER
 KS0005_MARK LOGO: USGS  
 KS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0005+STABILITY: SURFACE MOTION
 KS0005
 KS0005  HISTORY     - Date     Condition        Report By
 KS0005  HISTORY     - UNK      MONUMENTED       USGS
 KS0005  HISTORY     - 1934     GOOD             CGS
 KS0005  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS0005
 KS0005                          STATION DESCRIPTION
 KS0005
 KS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0005'5.5 MI W FROM SATTLEY.
 KS0005'5.5 MILES WEST ALONG STATE HIGHWAY 49 FROM SATTLEY, SIERRA COUNTY,
 KS0005'AT THE UPPER AND WEST SIDE OF THE HIGHWAY, AND ON THE PROJECTION
 KS0005'ON THE NORTH SIDE OF A LARGE BOULDER.  A CHISELED SQUARE, MARKED BY
 KS0005'THE PAINTED LETTERS U.S.B.M. 6281.5.
 KS0005
 KS0005                          STATION RECOVERY (1987)
 KS0005
 KS0005'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3625 ***********************************************************************
 HS3625  DESIGNATION -  629 CAHD
 HS3625  PID         -  HS3625
 HS3625  STATE/COUNTY-  CA/CONTRA COSTA
 HS3625  USGS QUAD   -  ANTIOCH SOUTH (1980)
 HS3625
 HS3625                         *CURRENT SURVEY CONTROL
 HS3625  ___________________________________________________________________
 HS3625* NAD 83(1986)-  37 59 27.     (N)    121 45 13.     (W)     SCALED    
 HS3625* NAVD 88     -        19.64   (+/-2cm)      64.4    (feet)  VERTCON   
 HS3625  ___________________________________________________________________
 HS3625  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HS3625  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3625
 HS3625.The horizontal coordinates were scaled from a topographic map and have
 HS3625.an estimated accuracy of +/- 6 seconds.
 HS3625
 HS3625.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3625.The vertical order pertains to the NGVD 29 superseded value.
 HS3625
 HS3625.The geoid height was determined by GEOID03.
 HS3625
 HS3625;                    North         East    Units  Estimated Accuracy
 HS3625;SPC CA 3     -   666,190.    1,889,890.      MT  (+/- 180 meters Scaled)
 HS3625
 HS3625                          SUPERSEDED SURVEY CONTROL
 HS3625
 HS3625  NGVD 29 (??/??/92)   18.905  (m)           62.02   (f) ADJ UNCH    1 2
 HS3625
 HS3625.Superseded values are not recommended for survey control.
 HS3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3625.See file dsdata.txt to determine how the superseded data were derived.
 HS3625
 HS3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH094055(NAD 83)
 HS3625_MARKER: DD = SURVEY DISK
 HS3625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3625_STAMPING: BM 629 OCC 75F
 HS3625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3625+STABILITY: SURFACE MOTION
 HS3625
 HS3625  HISTORY     - Date     Condition        Report By
 HS3625  HISTORY     - UNK      MONUMENTED       CADH
 HS3625  HISTORY     - 1960     GOOD             NGS
 HS3625  HISTORY     - 1963     GOOD             NGS
 HS3625
 HS3625                          STATION DESCRIPTION
 HS3625
 HS3625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3625'2.7 MI E FROM ANTIOCH.
 HS3625'2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 HS3625'CROSSING OF A STREET AT ANTIOCH, IN R2E T2N S28, ON THE
 HS3625'OUTSIDE OF A LONG CURVE, 18 1/2 RAILS NORTHWEST OF THE
 HS3625'NORTHWEST END OF BRIDGE 56.57, 49.9 FEET NORTHEAST OF THE
 HS3625'NORTHEAST RAIL, 1.3 FEET NORTHEAST OF A FENCE, 1.2 FEET
 HS3625'NORTHWEST OF A STEEL POST, ABOUT 10 FEET LOWER THAN THE
 HS3625'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HS3625'GROUND.
 HS3625
 HS3625                          STATION RECOVERY (1963)
 HS3625
 HS3625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0283 ***********************************************************************
 LV0283  DESIGNATION -  63
 LV0283  PID         -  LV0283
 LV0283  STATE/COUNTY-  CA/HUMBOLDT
 LV0283  USGS QUAD   -  EUREKA (1972)
 LV0283
 LV0283                         *CURRENT SURVEY CONTROL
 LV0283  ___________________________________________________________________
 LV0283* NAD 83(1986)-  40 48 16.     (N)    124 09 16.     (W)     SCALED    
 LV0283* NAVD 88     -        12.026  (meters)      39.46   (feet)  ADJUSTED  
 LV0283  ___________________________________________________________________
 LV0283  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LV0283  DYNAMIC HT  -          12.021 (meters)      39.44  (feet)  COMP
 LV0283  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 LV0283
 LV0283  VERT ORDER  -  FIRST     CLASS II
 LV0283
 LV0283.The horizontal coordinates were scaled from a topographic map and have
 LV0283.an estimated accuracy of +/- 6 seconds.
 LV0283
 LV0283.The orthometric height was determined by differential leveling
 LV0283.and adjusted in June 1991.
 LV0283
 LV0283.The geoid height was determined by GEOID03.
 LV0283
 LV0283.The dynamic height is computed by dividing the NAVD 88
 LV0283.geopotential number by the normal gravity value computed on the
 LV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0283.degrees latitude (g = 980.6199 gals.).
 LV0283
 LV0283.The modeled gravity was interpolated from observed gravity values.
 LV0283
 LV0283;                    North         East    Units  Estimated Accuracy
 LV0283;SPC CA 1     -   665,580.    1,818,240.      MT  (+/- 180 meters Scaled)
 LV0283
 LV0283                          SUPERSEDED SURVEY CONTROL
 LV0283
 LV0283  NGVD 29 (12/02/92)   11.015  (m)           36.14   (f) ADJUSTED    1 2
 LV0283
 LV0283.Superseded values are not recommended for survey control.
 LV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0283.See file dsdata.txt to determine how the superseded data were derived.
 LV0283
 LV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL026176(NAD 83)
 LV0283_MARKER: B = BOLT
 LV0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0283_SP_SET: SQUARE CONCRETE MONUMENT
 LV0283_MARK LOGO: CA1220
 LV0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0283+STABILITY: SURFACE MOTION
 LV0283
 LV0283  HISTORY     - Date     Condition        Report By
 LV0283  HISTORY     - UNK      MONUMENTED       CA1220
 LV0283  HISTORY     - 1967     GOOD             NGS
 LV0283  HISTORY     - 1971     GOOD             NGS
 LV0283  HISTORY     - 19880221 GOOD             NGS
 LV0283
 LV0283                          STATION DESCRIPTION
 LV0283
 LV0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0283'AT EUREKA.
 LV0283'AT EUREKA, IN THE CENTER OF THE INTERSECTION OF 4TH STREET
 LV0283'(U.S. HIGHWAY 101) AND Q STREET, AND IN THE TOP OF A CONCRETE
 LV0283'POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE
 LV0283'REMOVAL OF A MAN HOLE COVER.
 LV0283
 LV0283                          STATION RECOVERY (1971)
 LV0283
 LV0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0283'RECOVERED IN GOOD CONDITION.
 LV0283
 LV0283                          STATION RECOVERY (1988)
 LV0283
 LV0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1713 ***********************************************************************
 JT1713  DESIGNATION -  63 1
 JT1713  PID         -  JT1713
 JT1713  STATE/COUNTY-  CA/NAPA
 JT1713  USGS QUAD   -  NAPA (1980)
 JT1713
 JT1713                         *CURRENT SURVEY CONTROL
 JT1713  ___________________________________________________________________
 JT1713* NAD 83(1986)-  38 17 20.     (N)    122 16 31.     (W)     SCALED    
 JT1713* NAVD 88     -         5.93   (+/-2cm)      19.5    (feet)  VERTCON   
 JT1713  ___________________________________________________________________
 JT1713  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1713  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1713
 JT1713.The horizontal coordinates were scaled from a topographic map and have
 JT1713.an estimated accuracy of +/- 6 seconds.
 JT1713
 JT1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1713.The vertical order pertains to the NGVD 29 superseded value.
 JT1713
 JT1713.The geoid height was determined by GEOID03.
 JT1713
 JT1713;                    North         East    Units  Estimated Accuracy
 JT1713;SPC CA 2     -   569,110.    1,975,920.      MT  (+/- 180 meters Scaled)
 JT1713
 JT1713                          SUPERSEDED SURVEY CONTROL
 JT1713
 JT1713  NGVD 29 (??/??/92)    5.16   (m)           16.9    (f) COMPUTED    1 1
 JT1713
 JT1713.Superseded values are not recommended for survey control.
 JT1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1713.See file dsdata.txt to determine how the superseded data were derived.
 JT1713
 JT1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633381(NAD 83)
 JT1713_MARKER: DD = SURVEY DISK
 JT1713_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1713+WITH SETTING: PAVEMENT
 JT1713_SP_SET: SIGNAL STAND
 JT1713_STAMPING: 63 1 C OF N
 JT1713_MARK LOGO: CA2330
 JT1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1713+STABILITY: SURFACE MOTION
 JT1713
 JT1713  HISTORY     - Date     Condition        Report By
 JT1713  HISTORY     - 1971     MONUMENTED       CA2330
 JT1713
 JT1713                          STATION DESCRIPTION
 JT1713
 JT1713'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1713'AT SOSCOL AND SILVERADO TRAIL ON PCC SIGNAL STAND, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1822 ***********************************************************************
 JT1822  DESIGNATION -  63 1 A
 JT1822  PID         -  JT1822
 JT1822  STATE/COUNTY-  CA/NAPA
 JT1822  USGS QUAD   -  NAPA (1980)
 JT1822
 JT1822                         *CURRENT SURVEY CONTROL
 JT1822  ___________________________________________________________________
 JT1822* NAD 83(1986)-  38 17 58.     (N)    122 16 33.     (W)     SCALED    
 JT1822* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 JT1822  ___________________________________________________________________
 JT1822  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1822  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1822
 JT1822.The horizontal coordinates were scaled from a topographic map and have
 JT1822.an estimated accuracy of +/- 6 seconds.
 JT1822
 JT1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1822.The vertical order pertains to the NGVD 29 superseded value.
 JT1822
 JT1822.The geoid height was determined by GEOID03.
 JT1822
 JT1822;                    North         East    Units  Estimated Accuracy
 JT1822;SPC CA 2     -   570,280.    1,975,870.      MT  (+/- 180 meters Scaled)
 JT1822
 JT1822                          SUPERSEDED SURVEY CONTROL
 JT1822
 JT1822  NGVD 29 (??/??/92)    5.896  (m)           19.34   (f) ADJ UNCH    1 1
 JT1822
 JT1822.Superseded values are not recommended for survey control.
 JT1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1822.See file dsdata.txt to determine how the superseded data were derived.
 JT1822
 JT1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633392(NAD 83)
 JT1822_MARKER: DD = SURVEY DISK
 JT1822_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1822+WITH SETTING: PAVEMENT
 JT1822_SP_SET: SIGN BASE
 JT1822_MARK LOGO: CA2330
 JT1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1822+STABILITY: SURFACE MOTION
 JT1822
 JT1822  HISTORY     - Date     Condition        Report By
 JT1822  HISTORY     - 1971     MONUMENTED       CA2330
 JT1822
 JT1822                          STATION DESCRIPTION
 JT1822
 JT1822'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1822'AT INTERSECTION OF THIRD STREET AND SILVERADO TRAIL, A BRASS CAP SET
 JT1822'IN SOUTHWEST CORNER AT SIGN BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1600 ***********************************************************************
 JT1600  DESIGNATION -  63 2
 JT1600  PID         -  JT1600
 JT1600  STATE/COUNTY-  CA/NAPA
 JT1600  USGS QUAD   -  NAPA (1980)
 JT1600
 JT1600                         *CURRENT SURVEY CONTROL
 JT1600  ___________________________________________________________________
 JT1600* NAD 83(1986)-  38 18 03.     (N)    122 16 33.     (W)     SCALED    
 JT1600* NAVD 88     -         6.04   (+/-2cm)      19.8    (feet)  VERTCON   
 JT1600  ___________________________________________________________________
 JT1600  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1600  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1600
 JT1600.The horizontal coordinates were scaled from a topographic map and have
 JT1600.an estimated accuracy of +/- 6 seconds.
 JT1600
 JT1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1600.The vertical order pertains to the NGVD 29 superseded value.
 JT1600
 JT1600.The geoid height was determined by GEOID03.
 JT1600
 JT1600;                    North         East    Units  Estimated Accuracy
 JT1600;SPC CA 2     -   570,430.    1,975,870.      MT  (+/- 180 meters Scaled)
 JT1600
 JT1600                          SUPERSEDED SURVEY CONTROL
 JT1600
 JT1600  NGVD 29 (??/??/92)    5.25   (m)           17.2    (f) COMPUTED    1 1
 JT1600
 JT1600.Superseded values are not recommended for survey control.
 JT1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1600.See file dsdata.txt to determine how the superseded data were derived.
 JT1600
 JT1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633394(NAD 83)
 JT1600_MARKER: DD = SURVEY DISK
 JT1600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1600_SP_SET: COPPER-CLAD STEEL ROD
 JT1600_STAMPING: 63 2 CITY OF NAPA
 JT1600_MARK LOGO: CA2330
 JT1600_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1600
 JT1600  HISTORY     - Date     Condition        Report By
 JT1600  HISTORY     - 1972     MONUMENTED       CA2330
 JT1600
 JT1600                          STATION DESCRIPTION
 JT1600
 JT1600'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1600'0.55 MI (0.89 KM) EAST OF THE COUNTY COURTHOUSE AT NAPA, ON SILVERADO
 JT1600'TRAIL AT THE SOUTHEAST CORNER OF THE INTERSECTION WITH EVANS AVENUE,
 JT1600'62.5 FT (19.1 M) EAST OF CENTERLINE OF SILVERADO TRAIL, 37 FT
 JT1600'(11.3 M) SOUTH CENTERLINE OF EVANS AVENUE, 16 FT (4.9 M) EAST OF CURB
 JT1600'ON EVANS, 2 FT (0.6 M) WEST OF SIDEWALK, 0.5 FT (0.2 M) BELOW TOP OF
 JT1600'10 INCH DIAMETER MONUMENT BOX, SET FLUSH WITH THE SIDEWALK, WITH THE
 JT1600'WORD MONUMENT CAST IN THE COVER, AND SET ON TOP OF A 5/8-INCH
 JT1600'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1696 ***********************************************************************
 JT1696  DESIGNATION -  63 3
 JT1696  PID         -  JT1696
 JT1696  STATE/COUNTY-  CA/NAPA
 JT1696  USGS QUAD   -  NAPA (1980)
 JT1696
 JT1696                         *CURRENT SURVEY CONTROL
 JT1696  ___________________________________________________________________
 JT1696* NAD 83(1986)-  38 18 49.     (N)    122 16 31.     (W)     SCALED    
 JT1696* NAVD 88     -         9.28   (+/-2cm)      30.4    (feet)  VERTCON   
 JT1696  ___________________________________________________________________
 JT1696  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1696  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1696
 JT1696.The horizontal coordinates were scaled from a topographic map and have
 JT1696.an estimated accuracy of +/- 6 seconds.
 JT1696
 JT1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1696.The vertical order pertains to the NGVD 29 superseded value.
 JT1696
 JT1696.The geoid height was determined by GEOID03.
 JT1696
 JT1696;                    North         East    Units  Estimated Accuracy
 JT1696;SPC CA 2     -   571,850.    1,975,930.      MT  (+/- 180 meters Scaled)
 JT1696
 JT1696                          SUPERSEDED SURVEY CONTROL
 JT1696
 JT1696  NGVD 29 (??/??/92)    8.487  (m)           27.84   (f) ADJ UNCH    1 1
 JT1696
 JT1696.Superseded values are not recommended for survey control.
 JT1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1696.See file dsdata.txt to determine how the superseded data were derived.
 JT1696
 JT1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633408(NAD 83)
 JT1696_MARKER: DD = SURVEY DISK
 JT1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1696_SP_SET: REGULATOR PIT
 JT1696_STAMPING: 63 3 C OF N
 JT1696_MARK LOGO: CA2330
 JT1696_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1696
 JT1696  HISTORY     - Date     Condition        Report By
 JT1696  HISTORY     - 1971     MONUMENTED       CA2330
 JT1696
 JT1696                          STATION DESCRIPTION
 JT1696
 JT1696'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1696'ALONG SILVERADO AVENUE, 100 FT (30.5 M) NORTH ON ASHLAR, EAST SIDE ON
 JT1696'REGULATOR PIT, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1692 ***********************************************************************
 JT1692  DESIGNATION -  63 4
 JT1692  PID         -  JT1692
 JT1692  STATE/COUNTY-  CA/NAPA
 JT1692  USGS QUAD   -  NAPA (1980)
 JT1692
 JT1692                         *CURRENT SURVEY CONTROL
 JT1692  ___________________________________________________________________
 JT1692* NAD 83(1986)-  38 19 24.     (N)    122 16 22.     (W)     SCALED    
 JT1692* NAVD 88     -         8.76   (+/-2cm)      28.7    (feet)  VERTCON   
 JT1692  ___________________________________________________________________
 JT1692  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1692  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1692
 JT1692.The horizontal coordinates were scaled from a topographic map and have
 JT1692.an estimated accuracy of +/- 6 seconds.
 JT1692
 JT1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1692.The vertical order pertains to the NGVD 29 superseded value.
 JT1692
 JT1692.The geoid height was determined by GEOID03.
 JT1692
 JT1692;                    North         East    Units  Estimated Accuracy
 JT1692;SPC CA 2     -   572,930.    1,976,150.      MT  (+/- 180 meters Scaled)
 JT1692
 JT1692                          SUPERSEDED SURVEY CONTROL
 JT1692
 JT1692  NGVD 29 (??/??/92)    7.97   (m)           26.1    (f) COMPUTED    1 1
 JT1692
 JT1692.Superseded values are not recommended for survey control.
 JT1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1692.See file dsdata.txt to determine how the superseded data were derived.
 JT1692
 JT1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH635419(NAD 83)
 JT1692_MARKER: DD = SURVEY DISK
 JT1692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1692_SP_SET: MASSIVE STRUCTURE
 JT1692_STAMPING: 63 4 C OF N
 JT1692_MARK LOGO: CA2330
 JT1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1692
 JT1692  HISTORY     - Date     Condition        Report By
 JT1692  HISTORY     - 1971     MONUMENTED       CA2330
 JT1692
 JT1692                          STATION DESCRIPTION
 JT1692
 JT1692'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1692'ALONG SILVERADO TRAIL AT SARCO CREEK, A BRASS CAP IN THE SOUTHEAST
 JT1692'CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1831 ***********************************************************************
 JT1831  DESIGNATION -  63 5
 JT1831  PID         -  JT1831
 JT1831  STATE/COUNTY-  CA/NAPA
 JT1831  USGS QUAD   -  NAPA (1980)
 JT1831
 JT1831                         *CURRENT SURVEY CONTROL
 JT1831  ___________________________________________________________________
 JT1831* NAD 83(1986)-  38 19 31.     (N)    122 16 27.     (W)     SCALED    
 JT1831* NAVD 88     -        10.47   (+/-2cm)      34.4    (feet)  VERTCON   
 JT1831  ___________________________________________________________________
 JT1831  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1831  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1831
 JT1831.The horizontal coordinates were scaled from a topographic map and have
 JT1831.an estimated accuracy of +/- 6 seconds.
 JT1831
 JT1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1831.The vertical order pertains to the NGVD 29 superseded value.
 JT1831
 JT1831.The geoid height was determined by GEOID03.
 JT1831
 JT1831;                    North         East    Units  Estimated Accuracy
 JT1831;SPC CA 2     -   573,150.    1,976,030.      MT  (+/- 180 meters Scaled)
 JT1831
 JT1831                          SUPERSEDED SURVEY CONTROL
 JT1831
 JT1831  NGVD 29 (??/??/92)    9.675  (m)           31.74   (f) ADJ UNCH    1 1
 JT1831
 JT1831.Superseded values are not recommended for survey control.
 JT1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1831.See file dsdata.txt to determine how the superseded data were derived.
 JT1831
 JT1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634421(NAD 83)
 JT1831_MARKER: DD = SURVEY DISK
 JT1831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1831_SP_SET: MASSIVE STRUCTURE
 JT1831_MARK LOGO: CA2330
 JT1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1831
 JT1831  HISTORY     - Date     Condition        Report By
 JT1831  HISTORY     - 1971     MONUMENTED       CA2330
 JT1831
 JT1831                          STATION DESCRIPTION
 JT1831
 JT1831'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1831'ALONG TRANCAS STREET AT MILLIKEN CREEK, A BRASS CAP SET IN THE
 JT1831'SOUTHEAST CORNER OF OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1714 ***********************************************************************
 JT1714  DESIGNATION -  63 A
 JT1714  PID         -  JT1714
 JT1714  STATE/COUNTY-  CA/NAPA
 JT1714  USGS QUAD   -  NAPA (1980)
 JT1714
 JT1714                         *CURRENT SURVEY CONTROL
 JT1714  ___________________________________________________________________
 JT1714* NAD 83(1986)-  38 17 07.     (N)    122 16 28.     (W)     SCALED    
 JT1714* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 JT1714  ___________________________________________________________________
 JT1714  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1714  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1714
 JT1714.The horizontal coordinates were scaled from a topographic map and have
 JT1714.an estimated accuracy of +/- 6 seconds.
 JT1714
 JT1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1714.The vertical order pertains to the NGVD 29 superseded value.
 JT1714
 JT1714.The geoid height was determined by GEOID03.
 JT1714
 JT1714;                    North         East    Units  Estimated Accuracy
 JT1714;SPC CA 2     -   568,710.    1,975,990.      MT  (+/- 180 meters Scaled)
 JT1714
 JT1714                          SUPERSEDED SURVEY CONTROL
 JT1714
 JT1714  NGVD 29 (??/??/92)    4.12   (m)           13.5    (f) COMPUTED    1 1
 JT1714
 JT1714.Superseded values are not recommended for survey control.
 JT1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1714.See file dsdata.txt to determine how the superseded data were derived.
 JT1714
 JT1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634377(NAD 83)
 JT1714_MARKER: DD = SURVEY DISK
 JT1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1714_SP_SET: CONCRETE POST
 JT1714_STAMPING: 63 A C OF N
 JT1714_MARK LOGO: CA2330
 JT1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1714+STABILITY: SURFACE MOTION
 JT1714
 JT1714  HISTORY     - Date     Condition        Report By
 JT1714  HISTORY     - 1971     MONUMENTED       CA2330
 JT1714
 JT1714                          STATION DESCRIPTION
 JT1714
 JT1714'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1714'AT INTERSECTION OF SOSCOL AND KANSAS, WEST OF EP, A WELL TYPE CONCRETE
 JT1714'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1712 ***********************************************************************
 JT1712  DESIGNATION -  63 B
 JT1712  PID         -  JT1712
 JT1712  STATE/COUNTY-  CA/NAPA
 JT1712  USGS QUAD   -  NAPA (1980)
 JT1712
 JT1712                         *CURRENT SURVEY CONTROL
 JT1712  ___________________________________________________________________
 JT1712* NAD 83(1986)-  38 17 19.     (N)    122 16 29.     (W)     SCALED    
 JT1712* NAVD 88     -         6.02   (+/-2cm)      19.8    (feet)  VERTCON   
 JT1712  ___________________________________________________________________
 JT1712  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1712  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1712
 JT1712.The horizontal coordinates were scaled from a topographic map and have
 JT1712.an estimated accuracy of +/- 6 seconds.
 JT1712
 JT1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1712.The vertical order pertains to the NGVD 29 superseded value.
 JT1712
 JT1712.The geoid height was determined by GEOID03.
 JT1712
 JT1712;                    North         East    Units  Estimated Accuracy
 JT1712;SPC CA 2     -   569,080.    1,975,970.      MT  (+/- 180 meters Scaled)
 JT1712
 JT1712                          SUPERSEDED SURVEY CONTROL
 JT1712
 JT1712  NGVD 29 (??/??/92)    5.24   (m)           17.2    (f) COMPUTED    1 1
 JT1712
 JT1712.Superseded values are not recommended for survey control.
 JT1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1712.See file dsdata.txt to determine how the superseded data were derived.
 JT1712
 JT1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634380(NAD 83)
 JT1712_MARKER: DD = SURVEY DISK
 JT1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1712_SP_SET: CONCRETE POST
 JT1712_STAMPING: 63 B C OF N
 JT1712_MARK LOGO: CA2330
 JT1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1712+STABILITY: SURFACE MOTION
 JT1712
 JT1712  HISTORY     - Date     Condition        Report By
 JT1712  HISTORY     - 1971     MONUMENTED       CA2330
 JT1712
 JT1712                          STATION DESCRIPTION
 JT1712
 JT1712'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1712'AT INTERSECTION OF SOSCOL AND SILVERADO TRAIL, IN THE SOUTHEAST
 JT1712'CORNER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2194 ***********************************************************************
 DX2194  DESIGNATION -  63 C
 DX2194  PID         -  DX2194
 DX2194  STATE/COUNTY-  CA/ORANGE
 DX2194  USGS QUAD   -  ORANGE (1981)
 DX2194
 DX2194                         *CURRENT SURVEY CONTROL
 DX2194  ___________________________________________________________________
 DX2194* NAD 83(1986)-  33 46 16.     (N)    117 52 14.     (W)     SCALED    
 DX2194* NAVD 88     -        43.97   (+/-2cm)     144.3    (feet)  VERTCON   
 DX2194  ___________________________________________________________________
 DX2194  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX2194  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2194
 DX2194.The horizontal coordinates were scaled from a topographic map and have
 DX2194.an estimated accuracy of +/- 6 seconds.
 DX2194
 DX2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2194.The vertical order pertains to the NGVD 29 superseded value.
 DX2194
 DX2194.The geoid height was determined by GEOID03.
 DX2194
 DX2194;                    North         East    Units  Estimated Accuracy
 DX2194;SPC CA 6     -   679,110.    1,849,890.      MT  (+/- 180 meters Scaled)
 DX2194
 DX2194                          SUPERSEDED SURVEY CONTROL
 DX2194
 DX2194  NGVD 29 (??/??/??)   43.258  (m)          141.92   (f) ADJUSTED    1 1
 DX2194
 DX2194.Superseded values are not recommended for survey control.
 DX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2194.See file dsdata.txt to determine how the superseded data were derived.
 DX2194
 DX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT193371(NAD 83)
 DX2194_MARKER: DD = SURVEY DISK
 DX2194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2194_SP_SET: PIER
 DX2194_STAMPING: 63 C 1933
 DX2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2194
 DX2194  HISTORY     - Date     Condition        Report By
 DX2194  HISTORY     - 1933     MONUMENTED       MWDSC
 DX2194  HISTORY     - 1946     GOOD             NGS
 DX2194  HISTORY     - 1974     GOOD             CA-059
 DX2194  HISTORY     - 20060314 MARK NOT FOUND   CA-059
 DX2194
 DX2194                          STATION DESCRIPTION
 DX2194
 DX2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DX2194'1.8 MI NW FROM SANTA ANA.
 DX2194'1.8 MILES NORTHWEST ALONG SOUTHERN PACIFIC RAILWAY FROM STATION
 DX2194'AT SANTA ANA, SET ON TOP OF THE NORTHWEST PIER OF THE RAILROAD
 DX2194'BRIDGE OVER SANTIAGO CREEK, 3.8 FEET NORTHEAST OF THE NORTHEAST
 DX2194'RAIL, 8.0 FEET LOWER THAN THE TOP OF RAIL.
 DX2194
 DX2194                          STATION RECOVERY (1974)
 DX2194
 DX2194'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2194'RECOVERED IN GOOD CONDITION.
 DX2194
 DX2194                          STATION RECOVERY (2006)
 DX2194
 DX2194'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1711 ***********************************************************************
 JT1711  DESIGNATION -  63 C
 JT1711  PID         -  JT1711
 JT1711  STATE/COUNTY-  CA/NAPA
 JT1711  USGS QUAD   -  NAPA (1980)
 JT1711
 JT1711                         *CURRENT SURVEY CONTROL
 JT1711  ___________________________________________________________________
 JT1711* NAD 83(1986)-  38 17 24.     (N)    122 16 28.     (W)     SCALED    
 JT1711* NAVD 88     -         4.86   (+/-2cm)      15.9    (feet)  VERTCON   
 JT1711  ___________________________________________________________________
 JT1711  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1711  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1711
 JT1711.The horizontal coordinates were scaled from a topographic map and have
 JT1711.an estimated accuracy of +/- 6 seconds.
 JT1711
 JT1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1711.The vertical order pertains to the NGVD 29 superseded value.
 JT1711
 JT1711.The geoid height was determined by GEOID03.
 JT1711
 JT1711;                    North         East    Units  Estimated Accuracy
 JT1711;SPC CA 2     -   569,230.    1,975,990.      MT  (+/- 180 meters Scaled)
 JT1711
 JT1711                          SUPERSEDED SURVEY CONTROL
 JT1711
 JT1711  NGVD 29 (??/??/92)    4.08   (m)           13.4    (f) COMPUTED    1 1
 JT1711
 JT1711.Superseded values are not recommended for survey control.
 JT1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1711.See file dsdata.txt to determine how the superseded data were derived.
 JT1711
 JT1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634382(NAD 83)
 JT1711_MARKER: DD = SURVEY DISK
 JT1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1711_SP_SET: CONCRETE POST
 JT1711_STAMPING: 63 C C OF N
 JT1711_MARK LOGO: CA2330
 JT1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1711+STABILITY: SURFACE MOTION
 JT1711
 JT1711  HISTORY     - Date     Condition        Report By
 JT1711  HISTORY     - 1971     MONUMENTED       CA2330
 JT1711
 JT1711                          STATION DESCRIPTION
 JT1711
 JT1711'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1711'ALONG SILVERADO TRAIL, 500 FT (152.4 M) NORTH ON SOSCOL, EAST OF EP, A
 JT1711'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0398 ***********************************************************************
 DY0398  DESIGNATION -  63 C OF LB
 DY0398  PID         -  DY0398
 DY0398  STATE/COUNTY-  CA/LOS ANGELES
 DY0398  USGS QUAD   -  LONG BEACH (1981)
 DY0398
 DY0398                         *CURRENT SURVEY CONTROL
 DY0398  ___________________________________________________________________
 DY0398* NAD 83(1986)-  33 46 02.     (N)    118 11 32.     (W)     SCALED    
 DY0398* NAVD 88     -         8.68   (+/-2cm)      28.5    (feet)  VERTCON   
 DY0398  ___________________________________________________________________
 DY0398  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0398
 DY0398.The horizontal coordinates were scaled from a topographic map and have
 DY0398.an estimated accuracy of +/- 6 seconds.
 DY0398
 DY0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0398.The vertical order pertains to the NGVD 29 superseded value.
 DY0398
 DY0398.The geoid height was determined by GEOID03.
 DY0398
 DY0398;                    North         East    Units  Estimated Accuracy
 DY0398;SPC CA 5     -   529,660.    1,982,190.      MT  (+/- 180 meters Scaled)
 DY0398
 DY0398                          SUPERSEDED SURVEY CONTROL
 DY0398
 DY0398  NGVD 29 (??/??/92)    7.860  (m)           25.79   (f) ADJ UNCH    1 2
 DY0398
 DY0398.Superseded values are not recommended for survey control.
 DY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0398.See file dsdata.txt to determine how the superseded data were derived.
 DY0398
 DY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT895369(NAD 83)
 DY0398_MARKER: DB = BENCH MARK DISK
 DY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0398_STAMPING: L B B M NO 63
 DY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0398+STABILITY: SURFACE MOTION
 DY0398
 DY0398  HISTORY     - Date     Condition        Report By
 DY0398  HISTORY     - UNK      MONUMENTED       CA1970
 DY0398  HISTORY     - 1954     GOOD             NGS
 DY0398  HISTORY     - 1965     GOOD             NGS
 DY0398  HISTORY     - 20061018 MARK NOT FOUND   GEOCAC
 DY0398  HISTORY     - 20071205 MARK NOT FOUND   GEOCAC
 DY0398
 DY0398                          STATION DESCRIPTION
 DY0398
 DY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0398'AT LONG BEACH.
 DY0398'AT LONG BEACH, 0.2 MILE WEST ALONG OCEAN BOULEVARD FROM THE
 DY0398'JUNCTION OF AMERICAN AVENUE, AT THE INTERSECTION OF PINE AVENUE,
 DY0398'17.9 FEET WEST OF THE WEST CURB OF THE AVENUE, 13.6 FEET SOUTH
 DY0398'OF THE SOUTH CURB OF THE BOULEVARD, 0.5 FOOT SOUTHWEST OF THE
 DY0398'SOUTHWEST CORNER OF A 2- BY 2-FOOT CONCRETE POST SUPPORTING THE
 DY0398'NORTH END OF A STEEL RAILING, 1 1/2 FEET UNDERGROUND, AND SET
 DY0398'IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH
 DY0398'A 5-INCH IRON PIPE.
 DY0398
 DY0398                          STATION RECOVERY (1965)
 DY0398
 DY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0398'RECOVERED IN GOOD CONDITION.
 DY0398
 DY0398                          STATION RECOVERY (2006)
 DY0398
 DY0398'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 DY0398'THE POST DESCRIBED IS LOCATED IN FRONT OF THE OCEAN CENTER BUILDING
 DY0398'LOCATED AT 110 OCEAN BOULEVARD.
 DY0398' 
 DY0398'THE MARK IS STATED TO BE ABOUT 1 1/2 FEET UNDERGROUND AND ACCESSED
 DY0398'THROUGH AN IRON PIPE. A QUICK SEARCH DID NOT REVEAL ACCESS TO THE
 DY0398'MARK.
 DY0398' 
 DY0398
 DY0398                          STATION RECOVERY (2007)
 DY0398
 DY0398'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0398'THE 2X2 FOOT POST STILL EXISTS, THE LOCATION OF THE WELL THAT THIS
 DY0398'MARK WAS LOCATED IN IS NOW DESTROYED AND UNDER A HEDGE.  IT MAY BE
 DY0398'POSSIBLE FOR THE MARK TO EXIST, BUT WITHOUT ACCESS TO IT, IT IS
 DY0398'WITHOUT VALUE.  THE CITY OF LB HAS RESET THE MARK STAMPED 63-A IN THE
 DY0398'SIDEWALK ABOUT 6 FEET NNW OF THE ORIGINAL LOCATION OF THIS MARK.  THIS
 DY0398'MARK IS MOST LIKELY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2500 ***********************************************************************
 HS2500  DESIGNATION -  63 CADWR
 HS2500  PID         -  HS2500
 HS2500  STATE/COUNTY-  CA/MERCED
 HS2500  USGS QUAD   -  HOWARD RANCH (1971)
 HS2500
 HS2500                         *CURRENT SURVEY CONTROL
 HS2500  ___________________________________________________________________
 HS2500* NAD 83(1986)-  37 11 17.     (N)    121 04 05.     (W)     SCALED    
 HS2500* NAVD 88     -        59.32   (+/-2cm)     194.6    (feet)  VERTCON   
 HS2500  ___________________________________________________________________
 HS2500  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 HS2500  VERT ORDER  -  THIRD (See Below)
 HS2500
 HS2500.The horizontal coordinates were scaled from a topographic map and have
 HS2500.an estimated accuracy of +/- 6 seconds.
 HS2500
 HS2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2500.The vertical order pertains to the NGVD 29 superseded value.
 HS2500
 HS2500.The geoid height was determined by GEOID03.
 HS2500
 HS2500;                    North         East    Units  Estimated Accuracy
 HS2500;SPC CA 3     -   576,510.    1,949,560.      MT  (+/- 180 meters Scaled)
 HS2500
 HS2500                          SUPERSEDED SURVEY CONTROL
 HS2500
 HS2500  NGVD 29 (??/??/??)   58.51   (m)          192.0    (f) RESET       3  
 HS2500
 HS2500.Superseded values are not recommended for survey control.
 HS2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2500.See file dsdata.txt to determine how the superseded data were derived.
 HS2500
 HS2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG714174(NAD 83)
 HS2500_MARKER: P = PIPE CAP
 HS2500_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2500_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2500_STAMPING: 63
 HS2500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2500
 HS2500  HISTORY     - Date     Condition        Report By
 HS2500  HISTORY     - UNK      MONUMENTED       CADWR
 HS2500  HISTORY     - 1966     GOOD             NGS
 HS2500
 HS2500                          STATION DESCRIPTION
 HS2500
 HS2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HS2500'9.2 MI SW FROM GUSTINE.
 HS2500'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2500'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST
 HS2500'ALONG SULLIVAN ROAD, THENCE 4.15 MILES SOUTH ALONG THE
 HS2500'DELTA-MENDOTA CANAL, THENCE 0.05 MILE WEST ALONG COTTONWOOD
 HS2500'ROAD, 0.05 MILE WEST OF BENCH MARK W 1127, 38 FEET NORTH OF
 HS2500'THE CENTER LINE OF THE ROAD, 28 FEET WEST OF THE CENTER LINE
 HS2500'OF ORCHARD ROAD, 2.5 FEET NORTH OF A WITNESS POST, ABOUT
 HS2500'LEVEL WITH ORCHARD ROAD, AND BOLTED ON THE TOP OF A 1 1/2-INCH
 HS2500'IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2191 ***********************************************************************
 DX2191  DESIGNATION -  63 D
 DX2191  PID         -  DX2191
 DX2191  STATE/COUNTY-  CA/ORANGE
 DX2191  USGS QUAD   -  ORANGE (1981)
 DX2191
 DX2191                         *CURRENT SURVEY CONTROL
 DX2191  ___________________________________________________________________
 DX2191* NAD 83(1986)-  33 45 26.     (N)    117 51 44.     (W)     SCALED    
 DX2191* NAVD 88     -        43.76   (+/-2cm)     143.6    (feet)  VERTCON   
 DX2191  ___________________________________________________________________
 DX2191  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DX2191  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2191
 DX2191.The horizontal coordinates were scaled from a topographic map and have
 DX2191.an estimated accuracy of +/- 6 seconds.
 DX2191
 DX2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2191.The vertical order pertains to the NGVD 29 superseded value.
 DX2191
 DX2191.The geoid height was determined by GEOID03.
 DX2191
 DX2191;                    North         East    Units  Estimated Accuracy
 DX2191;SPC CA 6     -   677,560.    1,850,640.      MT  (+/- 180 meters Scaled)
 DX2191
 DX2191                          SUPERSEDED SURVEY CONTROL
 DX2191
 DX2191  NGVD 29 (??/??/92)   43.04   (m)          141.2    (f) COMPUTED    1 1
 DX2191
 DX2191.Superseded values are not recommended for survey control.
 DX2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2191.See file dsdata.txt to determine how the superseded data were derived.
 DX2191
 DX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT201355(NAD 83)
 DX2191_MARKER: DD = SURVEY DISK
 DX2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2191_STAMPING: MWD-63-D-1933
 DX2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2191+STABILITY: SURFACE MOTION
 DX2191
 DX2191  HISTORY     - Date     Condition        Report By
 DX2191  HISTORY     - 1933     MONUMENTED       MWDSC
 DX2191  HISTORY     - 1968     GOOD             NGS
 DX2191  HISTORY     - 1974     GOOD             CA-059
 DX2191  HISTORY     - 20060314 MARK NOT FOUND   CA-059
 DX2191
 DX2191                          STATION DESCRIPTION
 DX2191
 DX2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2191'AT SANTA ANA.
 DX2191'AT THE INTERSECTION OF PROLONGATION OF THE CENTER LINE OF 15TH
 DX2191'STREET AND THE SOUTHERN PACIFIC RAILWAY, 27 FEET SOUTHWEST OF THE
 DX2191'CENTER LINE OF THE STREET, 87.5 FEET SOUTHWEST OF THE SOUTHWEST
 DX2191'RAIL OF THE MAIN TRACK AND AT 90 DEG FROM THE TRACK, 22.5 FEET
 DX2191'SOUTHWEST OF POWER POLE NUMBER 103148E, 16.5 FEET SOUTHEAST
 DX2191'OF A PEPPER TREE, 43.2 FEET WEST OF A 4 FOOT BY 6 INCH TOP
 DX2191'CONCRETE POST, SET IN THE TOP OF A 1 FOOT BY 1 FOOT CONCRETE
 DX2191'POST, FLUSH WITH THE GROUND, ABOUT 0.60 OF A FOOT HIGHER THAN
 DX2191'THE GUTTER.
 DX2191
 DX2191                          STATION RECOVERY (1974)
 DX2191
 DX2191'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2191'RECOVERED IN GOOD CONDITION.
 DX2191
 DX2191                          STATION RECOVERY (2006)
 DX2191
 DX2191'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2006 (CSW)
 DX2191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1710 ***********************************************************************
 JT1710  DESIGNATION -  63 D
 JT1710  PID         -  JT1710
 JT1710  STATE/COUNTY-  CA/NAPA
 JT1710  USGS QUAD   -  NAPA (1980)
 JT1710
 JT1710                         *CURRENT SURVEY CONTROL
 JT1710  ___________________________________________________________________
 JT1710* NAD 83(1986)-  38 17 34.     (N)    122 16 30.     (W)     SCALED    
 JT1710* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 JT1710  ___________________________________________________________________
 JT1710  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT1710  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1710
 JT1710.The horizontal coordinates were scaled from a topographic map and have
 JT1710.an estimated accuracy of +/- 6 seconds.
 JT1710
 JT1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1710.The vertical order pertains to the NGVD 29 superseded value.
 JT1710
 JT1710.The geoid height was determined by GEOID03.
 JT1710
 JT1710;                    North         East    Units  Estimated Accuracy
 JT1710;SPC CA 2     -   569,540.    1,975,940.      MT  (+/- 180 meters Scaled)
 JT1710
 JT1710                          SUPERSEDED SURVEY CONTROL
 JT1710
 JT1710  NGVD 29 (??/??/92)    3.36   (m)           11.0    (f) COMPUTED    1 1
 JT1710
 JT1710.Superseded values are not recommended for survey control.
 JT1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1710.See file dsdata.txt to determine how the superseded data were derived.
 JT1710
 JT1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634385(NAD 83)
 JT1710_MARKER: DD = SURVEY DISK
 JT1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1710_SP_SET: CONCRETE POST
 JT1710_STAMPING: 63 D C OF N
 JT1710_MARK LOGO: CA2330
 JT1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1710+STABILITY: SURFACE MOTION
 JT1710
 JT1710  HISTORY     - Date     Condition        Report By
 JT1710  HISTORY     - 1971     MONUMENTED       CA2330
 JT1710
 JT1710                          STATION DESCRIPTION
 JT1710
 JT1710'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1710'ALONG SOUSA LANE, WEST OF THE CROSSWALK AT SOSCOL AVENUE INTERSECTION
 JT1710'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1709 ***********************************************************************
 JT1709  DESIGNATION -  63 E
 JT1709  PID         -  JT1709
 JT1709  STATE/COUNTY-  CA/NAPA
 JT1709  USGS QUAD   -  NAPA (1980)
 JT1709
 JT1709                         *CURRENT SURVEY CONTROL
 JT1709  ___________________________________________________________________
 JT1709* NAD 83(1986)-  38 17 40.     (N)    122 16 32.     (W)     SCALED    
 JT1709* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 JT1709  ___________________________________________________________________
 JT1709  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1709  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1709
 JT1709.The horizontal coordinates were scaled from a topographic map and have
 JT1709.an estimated accuracy of +/- 6 seconds.
 JT1709
 JT1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1709.The vertical order pertains to the NGVD 29 superseded value.
 JT1709
 JT1709.The geoid height was determined by GEOID03.
 JT1709
 JT1709;                    North         East    Units  Estimated Accuracy
 JT1709;SPC CA 2     -   569,730.    1,975,890.      MT  (+/- 180 meters Scaled)
 JT1709
 JT1709                          SUPERSEDED SURVEY CONTROL
 JT1709
 JT1709  NGVD 29 (??/??/92)    6.32   (m)           20.7    (f) COMPUTED    1 1
 JT1709
 JT1709.Superseded values are not recommended for survey control.
 JT1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1709.See file dsdata.txt to determine how the superseded data were derived.
 JT1709
 JT1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633387(NAD 83)
 JT1709_MARKER: DD = SURVEY DISK
 JT1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1709_SP_SET: CONCRETE POST
 JT1709_STAMPING: 63 E C OF N
 JT1709_MARK LOGO: CA2330
 JT1709_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1709+STABILITY: SURFACE MOTION
 JT1709
 JT1709  HISTORY     - Date     Condition        Report By
 JT1709  HISTORY     - 1971     MONUMENTED       CA2330
 JT1709
 JT1709                          STATION DESCRIPTION
 JT1709
 JT1709'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1709'ALONG SILVERADO TRAIL, SOUTH OF FAIRGROUNDS, IN DRIVEWAY FOR NO. 515,
 JT1709'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1708 ***********************************************************************
 JT1708  DESIGNATION -  63 F
 JT1708  PID         -  JT1708
 JT1708  STATE/COUNTY-  CA/NAPA
 JT1708  USGS QUAD   -  NAPA (1980)
 JT1708
 JT1708                         *CURRENT SURVEY CONTROL
 JT1708  ___________________________________________________________________
 JT1708* NAD 83(1986)-  38 17 52.     (N)    122 16 30.     (W)     SCALED    
 JT1708* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 JT1708  ___________________________________________________________________
 JT1708  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1708  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1708
 JT1708.The horizontal coordinates were scaled from a topographic map and have
 JT1708.an estimated accuracy of +/- 6 seconds.
 JT1708
 JT1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1708.The vertical order pertains to the NGVD 29 superseded value.
 JT1708
 JT1708.The geoid height was determined by GEOID03.
 JT1708
 JT1708;                    North         East    Units  Estimated Accuracy
 JT1708;SPC CA 2     -   570,100.    1,975,940.      MT  (+/- 180 meters Scaled)
 JT1708
 JT1708                          SUPERSEDED SURVEY CONTROL
 JT1708
 JT1708  NGVD 29 (??/??/92)    5.07   (m)           16.6    (f) COMPUTED    1 1
 JT1708
 JT1708.Superseded values are not recommended for survey control.
 JT1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1708.See file dsdata.txt to determine how the superseded data were derived.
 JT1708
 JT1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633391(NAD 83)
 JT1708_MARKER: DD = SURVEY DISK
 JT1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1708_SP_SET: CONCRETE POST
 JT1708_STAMPING: 63 F C OF N
 JT1708_MARK LOGO: CA2330
 JT1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1708+STABILITY: SURFACE MOTION
 JT1708
 JT1708  HISTORY     - Date     Condition        Report By
 JT1708  HISTORY     - 1971     MONUMENTED       CA2330
 JT1708
 JT1708                          STATION DESCRIPTION
 JT1708
 JT1708'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1708'AT INTERSECTION OF SILVERADO TRAIL AND HENNESSEY DRIVE, AT THE
 JT1708'SOUTHEAST CORNER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5846 ***********************************************************************
 EW5846  DESIGNATION -  63 FMK USGS
 EW5846  PID         -  EW5846
 EW5846  STATE/COUNTY-  CA/VENTURA
 EW5846  USGS QUAD   -  VENTURA (1967)
 EW5846
 EW5846                         *CURRENT SURVEY CONTROL
 EW5846  ___________________________________________________________________
 EW5846* NAD 83(1986)-  34 17 59.     (N)    119 17 43.     (W)     SCALED    
 EW5846* NAVD 88     -        24.783  (meters)      81.31   (feet)  READJUSTED
 EW5846  ___________________________________________________________________
 EW5846  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EW5846  DYNAMIC HT  -          24.760 (meters)      81.23  (feet)  COMP
 EW5846  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 EW5846
 EW5846  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5846
 EW5846.The horizontal coordinates were scaled from a topographic map and have
 EW5846.an estimated accuracy of +/- 6 seconds.
 EW5846
 EW5846.The orthometric height was determined by differential leveling
 EW5846.and adjusted in February 1993.
 EW5846.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5846.distribution rate of 0.0 thru 1.0 mm/km.
 EW5846.The height was derived from older observations constrained to new
 EW5846.heights in a crustal motion area.  The height is approximate in
 EW5846.relation to other heights in its vicinity.
 EW5846
 EW5846.The geoid height was determined by GEOID03.
 EW5846
 EW5846.The dynamic height is computed by dividing the NAVD 88
 EW5846.geopotential number by the normal gravity value computed on the
 EW5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5846.degrees latitude (g = 980.6199 gals.).
 EW5846
 EW5846.The modeled gravity was interpolated from observed gravity values.
 EW5846
 EW5846;                    North         East    Units  Estimated Accuracy
 EW5846;SPC CA 5     -   589,480.    1,880,770.      MT  (+/- 180 meters Scaled)
 EW5846
 EW5846                          SUPERSEDED SURVEY CONTROL
 EW5846
 EW5846  NGVD 29 (??/??/92)   24.029  (m)           78.84   (f) ADJ UNCH    1 1
 EW5846
 EW5846.Superseded values are not recommended for survey control.
 EW5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5846.See file dsdata.txt to determine how the superseded data were derived.
 EW5846
 EW5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT887977(NAD 83)
 EW5846_MARKER: DB = BENCH MARK DISK
 EW5846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5846_SP_SET: CURB
 EW5846_STAMPING: 63 FMK 1973
 EW5846
 EW5846  HISTORY     - Date     Condition        Report By
 EW5846  HISTORY     - UNK      MONUMENTED
 EW5846  HISTORY     - 1977     GOOD             NGS
 EW5846
 EW5846                          STATION DESCRIPTION
 EW5846
 EW5846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5846'VENTURA.
 EW5846'AT THE JUNCTION OF VENTURA AVENUE AND STANLEY AVENUE, 34.0 FT. NORTH
 EW5846'OF THE JUNCTION OF STANLEY AVENUE, 28.0 FT. WEST OF THE CENTER LINE
 EW5846'OF VENTURA AVENUE, 17.0 FT. SOUTHWEST OF A FIRE HYDRANT, 2.1 FT.
 EW5846'SOUTHEAST OF A 4-INCH ALUMINUM POLE SUPPORTING TRAFFIC LIGHTS AND
 EW5846'PEDESTRIAN WALK SIGNS, IN THE TOP OF A 7-INCH CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1707 ***********************************************************************
 JT1707  DESIGNATION -  63 G
 JT1707  PID         -  JT1707
 JT1707  STATE/COUNTY-  CA/NAPA
 JT1707  USGS QUAD   -  NAPA (1980)
 JT1707
 JT1707                         *CURRENT SURVEY CONTROL
 JT1707  ___________________________________________________________________
 JT1707* NAD 83(1986)-  38 17 59.     (N)    122 16 32.     (W)     SCALED    
 JT1707* NAVD 88     -         6.82   (+/-2cm)      22.4    (feet)  VERTCON   
 JT1707  ___________________________________________________________________
 JT1707  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1707  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1707
 JT1707.The horizontal coordinates were scaled from a topographic map and have
 JT1707.an estimated accuracy of +/- 6 seconds.
 JT1707
 JT1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1707.The vertical order pertains to the NGVD 29 superseded value.
 JT1707
 JT1707.The geoid height was determined by GEOID03.
 JT1707
 JT1707;                    North         East    Units  Estimated Accuracy
 JT1707;SPC CA 2     -   570,310.    1,975,900.      MT  (+/- 180 meters Scaled)
 JT1707
 JT1707                          SUPERSEDED SURVEY CONTROL
 JT1707
 JT1707  NGVD 29 (??/??/92)    6.04   (m)           19.8    (f) COMPUTED    1 1
 JT1707
 JT1707.Superseded values are not recommended for survey control.
 JT1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1707.See file dsdata.txt to determine how the superseded data were derived.
 JT1707
 JT1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633393(NAD 83)
 JT1707_MARKER: DD = SURVEY DISK
 JT1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1707_SP_SET: CONCRETE POST
 JT1707_STAMPING: 63 G C OF N
 JT1707_MARK LOGO: CA2330
 JT1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1707+STABILITY: SURFACE MOTION
 JT1707
 JT1707  HISTORY     - Date     Condition        Report By
 JT1707  HISTORY     - 1971     MONUMENTED       CA2330
 JT1707
 JT1707                          STATION DESCRIPTION
 JT1707
 JT1707'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1707'ALONG EAST AVENUE AND COMBSVILLE ROAD, ON EAST SIDE, A WELL TYPE
 JT1707'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1705 ***********************************************************************
 JT1705  DESIGNATION -  63 H
 JT1705  PID         -  JT1705
 JT1705  STATE/COUNTY-  CA/NAPA
 JT1705  USGS QUAD   -  NAPA (1980)
 JT1705
 JT1705                         *CURRENT SURVEY CONTROL
 JT1705  ___________________________________________________________________
 JT1705* NAD 83(1986)-  38 18 07.     (N)    122 16 35.     (W)     SCALED    
 JT1705* NAVD 88     -         5.14   (+/-2cm)      16.9    (feet)  VERTCON   
 JT1705  ___________________________________________________________________
 JT1705  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1705  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1705
 JT1705.The horizontal coordinates were scaled from a topographic map and have
 JT1705.an estimated accuracy of +/- 6 seconds.
 JT1705
 JT1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1705.The vertical order pertains to the NGVD 29 superseded value.
 JT1705
 JT1705.The geoid height was determined by GEOID03.
 JT1705
 JT1705;                    North         East    Units  Estimated Accuracy
 JT1705;SPC CA 2     -   570,560.    1,975,820.      MT  (+/- 180 meters Scaled)
 JT1705
 JT1705                          SUPERSEDED SURVEY CONTROL
 JT1705
 JT1705  NGVD 29 (??/??/92)    4.36   (m)           14.3    (f) COMPUTED    1 1
 JT1705
 JT1705.Superseded values are not recommended for survey control.
 JT1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1705.See file dsdata.txt to determine how the superseded data were derived.
 JT1705
 JT1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632395(NAD 83)
 JT1705_MARKER: DD = SURVEY DISK
 JT1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1705_SP_SET: CONCRETE POST
 JT1705_STAMPING: 63 H C OF N
 JT1705_MARK LOGO: CA2330
 JT1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1705+STABILITY: SURFACE MOTION
 JT1705
 JT1705  HISTORY     - Date     Condition        Report By
 JT1705  HISTORY     - 1971     MONUMENTED       CA2330
 JT1705
 JT1705                          STATION DESCRIPTION
 JT1705
 JT1705'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1705'AT INTERSECTION OF SILVERADO TRAIL AND SECOND STREET, ON EAST SIDE, A
 JT1705'WELL TYPE CONCRETE MONUMENT WITH A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1703 ***********************************************************************
 JT1703  DESIGNATION -  63 J
 JT1703  PID         -  JT1703
 JT1703  STATE/COUNTY-  CA/NAPA
 JT1703  USGS QUAD   -  NAPA (1980)
 JT1703
 JT1703                         *CURRENT SURVEY CONTROL
 JT1703  ___________________________________________________________________
 JT1703* NAD 83(1986)-  38 18 14.     (N)    122 16 40.     (W)     SCALED    
 JT1703* NAVD 88     -         6.05   (+/-2cm)      19.8    (feet)  VERTCON   
 JT1703  ___________________________________________________________________
 JT1703  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1703  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1703
 JT1703.The horizontal coordinates were scaled from a topographic map and have
 JT1703.an estimated accuracy of +/- 6 seconds.
 JT1703
 JT1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1703.The vertical order pertains to the NGVD 29 superseded value.
 JT1703
 JT1703.The geoid height was determined by GEOID03.
 JT1703
 JT1703;                    North         East    Units  Estimated Accuracy
 JT1703;SPC CA 2     -   570,770.    1,975,700.      MT  (+/- 180 meters Scaled)
 JT1703
 JT1703                          SUPERSEDED SURVEY CONTROL
 JT1703
 JT1703  NGVD 29 (??/??/92)    5.26   (m)           17.3    (f) COMPUTED    1 1
 JT1703
 JT1703.Superseded values are not recommended for survey control.
 JT1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1703.See file dsdata.txt to determine how the superseded data were derived.
 JT1703
 JT1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631397(NAD 83)
 JT1703_MARKER: DD = SURVEY DISK
 JT1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1703_SP_SET: CONCRETE POST
 JT1703_STAMPING: 63 J C OF N
 JT1703_MARK LOGO: CA2330
 JT1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1703+STABILITY: SURFACE MOTION
 JT1703
 JT1703  HISTORY     - Date     Condition        Report By
 JT1703  HISTORY     - 1971     MONUMENTED       CA2330
 JT1703
 JT1703                          STATION DESCRIPTION
 JT1703
 JT1703'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1703'ALONG SILVERADO TRAIL, 60 FT (18.3 M) SOUTH ON BERNA, WEST OF EP, A
 JT1703'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1701 ***********************************************************************
 JT1701  DESIGNATION -  63 K
 JT1701  PID         -  JT1701
 JT1701  STATE/COUNTY-  CA/NAPA
 JT1701  USGS QUAD   -  NAPA (1980)
 JT1701
 JT1701                         *CURRENT SURVEY CONTROL
 JT1701  ___________________________________________________________________
 JT1701* NAD 83(1986)-  38 18 26.     (N)    122 16 40.     (W)     SCALED    
 JT1701* NAVD 88     -        15.17   (+/-2cm)      49.8    (feet)  VERTCON   
 JT1701  ___________________________________________________________________
 JT1701  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT1701  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1701
 JT1701.The horizontal coordinates were scaled from a topographic map and have
 JT1701.an estimated accuracy of +/- 6 seconds.
 JT1701
 JT1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1701.The vertical order pertains to the NGVD 29 superseded value.
 JT1701
 JT1701.The geoid height was determined by GEOID03.
 JT1701
 JT1701;                    North         East    Units  Estimated Accuracy
 JT1701;SPC CA 2     -   571,140.    1,975,700.      MT  (+/- 180 meters Scaled)
 JT1701
 JT1701                          SUPERSEDED SURVEY CONTROL
 JT1701
 JT1701  NGVD 29 (??/??/92)   14.38   (m)           47.2    (f) COMPUTED    1 1
 JT1701
 JT1701.Superseded values are not recommended for survey control.
 JT1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1701.See file dsdata.txt to determine how the superseded data were derived.
 JT1701
 JT1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631401(NAD 83)
 JT1701_MARKER: DD = SURVEY DISK
 JT1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1701_SP_SET: CONCRETE POST
 JT1701_STAMPING: 63 K C OF N
 JT1701_MARK LOGO: CA2330
 JT1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1701+STABILITY: SURFACE MOTION
 JT1701
 JT1701  HISTORY     - Date     Condition        Report By
 JT1701  HISTORY     - 1971     MONUMENTED       CA2330
 JT1701
 JT1701                          STATION DESCRIPTION
 JT1701
 JT1701'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1701'ALONG SILVERADO TRAIL, 40 FT (12.2 M) SOUTH ON MCKENZIE DRIVE, WEST OF
 JT1701'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1698 ***********************************************************************
 JT1698  DESIGNATION -  63 L
 JT1698  PID         -  JT1698
 JT1698  STATE/COUNTY-  CA/NAPA
 JT1698  USGS QUAD   -  NAPA (1980)
 JT1698
 JT1698                         *CURRENT SURVEY CONTROL
 JT1698  ___________________________________________________________________
 JT1698* NAD 83(1986)-  38 18 39.     (N)    122 16 35.     (W)     SCALED    
 JT1698* NAVD 88     -        13.45   (+/-2cm)      44.1    (feet)  VERTCON   
 JT1698  ___________________________________________________________________
 JT1698  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1698  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1698
 JT1698.The horizontal coordinates were scaled from a topographic map and have
 JT1698.an estimated accuracy of +/- 6 seconds.
 JT1698
 JT1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1698.The vertical order pertains to the NGVD 29 superseded value.
 JT1698
 JT1698.The geoid height was determined by GEOID03.
 JT1698
 JT1698;                    North         East    Units  Estimated Accuracy
 JT1698;SPC CA 2     -   571,540.    1,975,830.      MT  (+/- 180 meters Scaled)
 JT1698
 JT1698                          SUPERSEDED SURVEY CONTROL
 JT1698
 JT1698  NGVD 29 (??/??/92)   12.66   (m)           41.5    (f) COMPUTED    1 1
 JT1698
 JT1698.Superseded values are not recommended for survey control.
 JT1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1698.See file dsdata.txt to determine how the superseded data were derived.
 JT1698
 JT1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632405(NAD 83)
 JT1698_MARKER: DD = SURVEY DISK
 JT1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1698_SP_SET: CONCRETE POST
 JT1698_STAMPING: 63 L C OF N
 JT1698_MARK LOGO: CA2330
 JT1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1698+STABILITY: SURFACE MOTION
 JT1698
 JT1698  HISTORY     - Date     Condition        Report By
 JT1698  HISTORY     - 1971     MONUMENTED       CA2330
 JT1698
 JT1698                          STATION DESCRIPTION
 JT1698
 JT1698'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1698'AT SILVERADO TRAIL AND LINCOLN, 10 FEET BY 10 FT (3.0 M) SOUTHWEST, A
 JT1698'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1763 ***********************************************************************
 AE1763  DESIGNATION -  63 LLR
 AE1763  PID         -  AE1763
 AE1763  STATE/COUNTY-  CA/LOS ANGELES
 AE1763  USGS QUAD   -  INGLEWOOD (1981)
 AE1763
 AE1763                         *CURRENT SURVEY CONTROL
 AE1763  ___________________________________________________________________
 AE1763* NAD 83(1986)-  33 54 33.     (N)    118 19 09.     (W)     SCALED    
 AE1763* NAVD 88     -        15.188  (meters)      49.83   (feet)  ADJUSTED  
 AE1763  ___________________________________________________________________
 AE1763  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 AE1763  DYNAMIC HT  -          15.172 (meters)      49.78  (feet)  COMP
 AE1763  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 AE1763
 AE1763  VERT ORDER  -  FIRST     CLASS II
 AE1763
 AE1763.The horizontal coordinates were scaled from a topographic map and have
 AE1763.an estimated accuracy of +/- 6 seconds.
 AE1763
 AE1763.The orthometric height was determined by differential leveling
 AE1763.and adjusted in October 1997.
 AE1763
 AE1763.The geoid height was determined by GEOID03.
 AE1763
 AE1763.The dynamic height is computed by dividing the NAVD 88
 AE1763.geopotential number by the normal gravity value computed on the
 AE1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1763.degrees latitude (g = 980.6199 gals.).
 AE1763
 AE1763.The modeled gravity was interpolated from observed gravity values.
 AE1763
 AE1763;                    North         East    Units  Estimated Accuracy
 AE1763;SPC CA 5     -   545,430.    1,970,480.      MT  (+/- 180 meters Scaled)
 AE1763
 AE1763                          SUPERSEDED SURVEY CONTROL
 AE1763
 AE1763.No superseded survey control is available for this station.
 AE1763
 AE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780528(NAD 83)
 AE1763_MARKER: DB = BENCH MARK DISK
 AE1763_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1763_SP_SET: CURB
 AE1763_STAMPING: 63 LLR 1967
 AE1763_MARK LOGO: MWDSC 
 AE1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1763+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 AE1763
 AE1763  HISTORY     - Date     Condition        Report By
 AE1763  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1763  HISTORY     - 19960105 GOOD             MWDSC
 AE1763
 AE1763                          STATION DESCRIPTION
 AE1763
 AE1763'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1763'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT EL SEGUNDO BLVD.  TURN
 AE1763'RIGHT AND GO WEST ON EL SEGUNDO BLVD 1.8 MI (2.9 KM) TO VAN NESS AVE.
 AE1763'TURN LEFT AND GO SOUTH ON VAN NESS AVE 0.5 MI (0.8 KM) TO INTERSECTION
 AE1763'WITH 135TH ST.  THE MONUMENT IS 180 FT (54.9 M) WEST OF C/L VAN NESS
 AE1763'AVE, 30 FT (9.1 M) SOUTH OF 135TH ST, 40 FT (12.2 M) NORTHWEST OF TWO
 AE1763'TALL PALM TREES IN FRONT OF TWO-STORY APARTMENT BUILDING.  FOUND A
 AE1763'3.25 INCH STD MWD BCM STAMPED 63 LLR 1967 FLUSH ON TOP OF CURB.  REF
 AE1763'MWD FB 4034 02 007.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1697 ***********************************************************************
 JT1697  DESIGNATION -  63 M
 JT1697  PID         -  JT1697
 JT1697  STATE/COUNTY-  CA/NAPA
 JT1697  USGS QUAD   -  NAPA (1980)
 JT1697
 JT1697                         *CURRENT SURVEY CONTROL
 JT1697  ___________________________________________________________________
 JT1697* NAD 83(1986)-  38 18 47.     (N)    122 16 31.     (W)     SCALED    
 JT1697* NAVD 88     -        13.63   (+/-2cm)      44.7    (feet)  VERTCON   
 JT1697  ___________________________________________________________________
 JT1697  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1697  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1697
 JT1697.The horizontal coordinates were scaled from a topographic map and have
 JT1697.an estimated accuracy of +/- 6 seconds.
 JT1697
 JT1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1697.The vertical order pertains to the NGVD 29 superseded value.
 JT1697
 JT1697.The geoid height was determined by GEOID03.
 JT1697
 JT1697;                    North         East    Units  Estimated Accuracy
 JT1697;SPC CA 2     -   571,790.    1,975,930.      MT  (+/- 180 meters Scaled)
 JT1697
 JT1697                          SUPERSEDED SURVEY CONTROL
 JT1697
 JT1697  NGVD 29 (??/??/92)   12.843  (m)           42.14   (f) ADJ UNCH    1 1
 JT1697
 JT1697.Superseded values are not recommended for survey control.
 JT1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1697.See file dsdata.txt to determine how the superseded data were derived.
 JT1697
 JT1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633407(NAD 83)
 JT1697_MARKER: DD = SURVEY DISK
 JT1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1697_SP_SET: CONCRETE POST
 JT1697_STAMPING: 63 M C OF N
 JT1697_MARK LOGO: CA2330
 JT1697_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1697+STABILITY: SURFACE MOTION
 JT1697
 JT1697  HISTORY     - Date     Condition        Report By
 JT1697  HISTORY     - 1971     MONUMENTED       CA2330
 JT1697
 JT1697                          STATION DESCRIPTION
 JT1697
 JT1697'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1697'ALONG SILVERADO TRAIL AT NORTH END OF EAST AVENUE, 18 FT (5.5 M) WEST
 JT1697'OF TREE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1695 ***********************************************************************
 JT1695  DESIGNATION -  63 N
 JT1695  PID         -  JT1695
 JT1695  STATE/COUNTY-  CA/NAPA
 JT1695  USGS QUAD   -  NAPA (1980)
 JT1695
 JT1695                         *CURRENT SURVEY CONTROL
 JT1695  ___________________________________________________________________
 JT1695* NAD 83(1986)-  38 18 58.     (N)    122 16 33.     (W)     SCALED    
 JT1695* NAVD 88     -        10.62   (+/-2cm)      34.8    (feet)  VERTCON   
 JT1695  ___________________________________________________________________
 JT1695  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT1695  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1695
 JT1695.The horizontal coordinates were scaled from a topographic map and have
 JT1695.an estimated accuracy of +/- 6 seconds.
 JT1695
 JT1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1695.The vertical order pertains to the NGVD 29 superseded value.
 JT1695
 JT1695.The geoid height was determined by GEOID03.
 JT1695
 JT1695;                    North         East    Units  Estimated Accuracy
 JT1695;SPC CA 2     -   572,130.    1,975,880.      MT  (+/- 180 meters Scaled)
 JT1695
 JT1695                          SUPERSEDED SURVEY CONTROL
 JT1695
 JT1695  NGVD 29 (??/??/92)    9.84   (m)           32.3    (f) COMPUTED    1 1
 JT1695
 JT1695.Superseded values are not recommended for survey control.
 JT1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1695.See file dsdata.txt to determine how the superseded data were derived.
 JT1695
 JT1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH633411(NAD 83)
 JT1695_MARKER: DD = SURVEY DISK
 JT1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1695_SP_SET: CONCRETE POST
 JT1695_STAMPING: 63 N C OF N
 JT1695_MARK LOGO: CA2330
 JT1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1695+STABILITY: SURFACE MOTION
 JT1695
 JT1695  HISTORY     - Date     Condition        Report By
 JT1695  HISTORY     - 1971     MONUMENTED       CA2330
 JT1695
 JT1695                          STATION DESCRIPTION
 JT1695
 JT1695'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1695'ALONG SILVERADO TRAIL, 2000 FT (609.6 M) NORTH ON STONECREST ON BEND,
 JT1695'WEST OF SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1693 ***********************************************************************
 JT1693  DESIGNATION -  63 O
 JT1693  PID         -  JT1693
 JT1693  STATE/COUNTY-  CA/NAPA
 JT1693  USGS QUAD   -  NAPA (1980)
 JT1693
 JT1693                         *CURRENT SURVEY CONTROL
 JT1693  ___________________________________________________________________
 JT1693* NAD 83(1986)-  38 19 14.     (N)    122 16 18.     (W)     SCALED    
 JT1693* NAVD 88     -         7.89   (+/-2cm)      25.9    (feet)  VERTCON   
 JT1693  ___________________________________________________________________
 JT1693  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1693  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1693
 JT1693.The horizontal coordinates were scaled from a topographic map and have
 JT1693.an estimated accuracy of +/- 6 seconds.
 JT1693
 JT1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1693.The vertical order pertains to the NGVD 29 superseded value.
 JT1693
 JT1693.The geoid height was determined by GEOID03.
 JT1693
 JT1693;                    North         East    Units  Estimated Accuracy
 JT1693;SPC CA 2     -   572,620.    1,976,240.      MT  (+/- 180 meters Scaled)
 JT1693
 JT1693                          SUPERSEDED SURVEY CONTROL
 JT1693
 JT1693  NGVD 29 (??/??/92)    7.10   (m)           23.3    (f) COMPUTED    1 1
 JT1693
 JT1693.Superseded values are not recommended for survey control.
 JT1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1693.See file dsdata.txt to determine how the superseded data were derived.
 JT1693
 JT1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH636416(NAD 83)
 JT1693_MARKER: DD = SURVEY DISK
 JT1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1693_SP_SET: CONCRETE POST
 JT1693_STAMPING: 63 O C OF N
 JT1693_MARK LOGO: CA2330
 JT1693_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1693+STABILITY: SURFACE MOTION
 JT1693
 JT1693  HISTORY     - Date     Condition        Report By
 JT1693  HISTORY     - 1971     MONUMENTED       CA2330
 JT1693
 JT1693                          STATION DESCRIPTION
 JT1693
 JT1693'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1693'AT INTERSECTION OF SILVERADO TRAIL AND HAGEN, ON SOUTHEAST CORNER, A
 JT1693'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1694 ***********************************************************************
 JT1694  DESIGNATION -  63 O 1
 JT1694  PID         -  JT1694
 JT1694  STATE/COUNTY-  CA/NAPA
 JT1694  USGS QUAD   -  NAPA (1980)
 JT1694
 JT1694                         *CURRENT SURVEY CONTROL
 JT1694  ___________________________________________________________________
 JT1694* NAD 83(1986)-  38 19 14.     (N)    122 16 16.     (W)     SCALED    
 JT1694* NAVD 88     -         8.90   (+/-2cm)      29.2    (feet)  VERTCON   
 JT1694  ___________________________________________________________________
 JT1694  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1694  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1694
 JT1694.The horizontal coordinates were scaled from a topographic map and have
 JT1694.an estimated accuracy of +/- 6 seconds.
 JT1694
 JT1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1694.The vertical order pertains to the NGVD 29 superseded value.
 JT1694
 JT1694.The geoid height was determined by GEOID03.
 JT1694
 JT1694;                    North         East    Units  Estimated Accuracy
 JT1694;SPC CA 2     -   572,620.    1,976,290.      MT  (+/- 180 meters Scaled)
 JT1694
 JT1694                          SUPERSEDED SURVEY CONTROL
 JT1694
 JT1694  NGVD 29 (??/??/92)    8.11   (m)           26.6    (f) COMPUTED    1 1
 JT1694
 JT1694.Superseded values are not recommended for survey control.
 JT1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1694.See file dsdata.txt to determine how the superseded data were derived.
 JT1694
 JT1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637416(NAD 83)
 JT1694_MARKER: Z = SEE DESCRIPTION
 JT1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1694_SP_SET: CONCRETE POST
 JT1694_STAMPING: 63 O 1 C OF N
 JT1694_MARK LOGO: CA2330
 JT1694_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1694+STABILITY: SURFACE MOTION
 JT1694
 JT1694  HISTORY     - Date     Condition        Report By
 JT1694  HISTORY     - 1971     MONUMENTED       CA2330
 JT1694
 JT1694                          STATION DESCRIPTION
 JT1694
 JT1694'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1694'AT INTERSECTION OF HAGEN AND SYLAR STREETS, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0978 ***********************************************************************
 JS0978  DESIGNATION -  63 QMC
 JS0978  PID         -  JS0978
 JS0978  STATE/COUNTY-  CA/SACRAMENTO
 JS0978  USGS QUAD   -  RIO LINDA (1992)
 JS0978
 JS0978                         *CURRENT SURVEY CONTROL
 JS0978  ___________________________________________________________________
 JS0978* NAD 83(1986)-  38 39 40.     (N)    121 22 59.     (W)     SCALED    
 JS0978* NAVD 88     -        26.32   (+/-2cm)      86.4    (feet)  VERTCON   
 JS0978  ___________________________________________________________________
 JS0978  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JS0978  VERT ORDER  -  THIRD (See Below)
 JS0978
 JS0978.The horizontal coordinates were scaled from a topographic map and have
 JS0978.an estimated accuracy of +/- 6 seconds.
 JS0978
 JS0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0978.The vertical order pertains to the NGVD 29 superseded value.
 JS0978
 JS0978.The geoid height was determined by GEOID03.
 JS0978
 JS0978;                    North         East    Units  Estimated Accuracy
 JS0978;SPC CA 2     -   610,570.    2,053,690.      MT  (+/- 180 meters Scaled)
 JS0978
 JS0978                          SUPERSEDED SURVEY CONTROL
 JS0978
 JS0978  NGVD 29 (??/??/??)   25.54   (m)           83.8    (f) RESET       3  
 JS0978
 JS0978.Superseded values are not recommended for survey control.
 JS0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0978.See file dsdata.txt to determine how the superseded data were derived.
 JS0978
 JS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH406804(NAD 83)
 JS0978_MARKER: DD = SURVEY DISK
 JS0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0978_STAMPING: 63 83.73
 JS0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0978+STABILITY: SURFACE MOTION
 JS0978
 JS0978  HISTORY     - Date     Condition        Report By
 JS0978  HISTORY     - UNK      MONUMENTED       DOD
 JS0978  HISTORY     - 1945     GOOD             NGS
 JS0978  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0978
 JS0978                          STATION DESCRIPTION
 JS0978
 JS0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS0978'6.6 MI NE FROM SACRAMENTO.
 JS0978'AT MC CLELLAN FIELD, 69.0 FEET NORTH OF THE DOUBLE DOOR IN
 JS0978'CENTER OF REAR OF THE CIVILIAN PERSONNEL BUILDING (THIS IS THE
 JS0978'FIRST BUILDING ON NORTH SIDE OF STREET INSIDE MAIN GATE), IN
 JS0978'LINE WITH THE EXTENSION TO THE NORTH OF CENTER-LINE OF THE
 JS0978'SIDEWALK LEADING TO THE DOOR, 12.9 FEET NORTH OF THE NORTH EDGE
 JS0978'OF SIDEWALK PARALLELING REAR OF BUILDING, 60.5 FEET WEST OF
 JS0978'EAST BOUNDARY FENCE LINE, 105.8 FEET EAST OF CENTER-LINE OF FIRST
 JS0978'NORTH-SOUTH STREET WEST OF MAIN GATE, 49.0 FEET SOUTH OF FENCE
 JS0978'AT THE SOUTH END OF THE TENNIS COURTS, IN GRAVEL PARKING AREA,
 JS0978'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 JS0978'GROUND.  NOTE-- TO REACH MC CLELLAN FIELD FROM THE CONTROL
 JS0978'TOWER AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC RAILWAY LINES
 JS0978'AT SACRAMENTO GO NORTHEAST ALONG THE RAILWAY 6.55 MILES TO THE
 JS0978'BRIDGE OVER THE HIGHWAY LEADING TO THE AIRPORT.
 JS0978
 JS0978                          STATION RECOVERY (2004)
 JS0978
 JS0978'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0978'RECENT GRADING
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0705 ***********************************************************************
 FV0705  DESIGNATION -  63 USGS
 FV0705  PID         -  FV0705
 FV0705  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0705  USGS QUAD   -  PISMO BEACH (1994)
 FV0705
 FV0705                         *CURRENT SURVEY CONTROL
 FV0705  ___________________________________________________________________
 FV0705* NAD 83(1986)-  35 09 39.     (N)    120 37 53.     (W)     SCALED    
 FV0705* NAVD 88     -        20.116  (meters)      66.00   (feet)  ADJUSTED  
 FV0705  ___________________________________________________________________
 FV0705  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 FV0705  DYNAMIC HT  -          20.097 (meters)      65.93  (feet)  COMP
 FV0705  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 FV0705
 FV0705  VERT ORDER  -  FIRST     CLASS I
 FV0705
 FV0705.The horizontal coordinates were scaled from a topographic map and have
 FV0705.an estimated accuracy of +/- 6 seconds.
 FV0705
 FV0705.The orthometric height was determined by differential leveling
 FV0705.and adjusted in June 1991.
 FV0705
 FV0705.The geoid height was determined by GEOID03.
 FV0705
 FV0705.The dynamic height is computed by dividing the NAVD 88
 FV0705.geopotential number by the normal gravity value computed on the
 FV0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0705.degrees latitude (g = 980.6199 gals.).
 FV0705
 FV0705.The modeled gravity was interpolated from observed gravity values.
 FV0705
 FV0705;                    North         East    Units  Estimated Accuracy
 FV0705;SPC CA 5     -   687,370.    1,760,300.      MT  (+/- 180 meters Scaled)
 FV0705
 FV0705                          SUPERSEDED SURVEY CONTROL
 FV0705
 FV0705  NGVD 29 (??/??/92)   19.239  (m)           63.12   (f) ADJ UNCH    1 1
 FV0705
 FV0705.Superseded values are not recommended for survey control.
 FV0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0705.See file dsdata.txt to determine how the superseded data were derived.
 FV0705
 FV0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD157934(NAD 83)
 FV0705_MARKER: Q = CHISELED SQUARE
 FV0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FV0705_SP_SET: ABUTMENT
 FV0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0705
 FV0705  HISTORY     - Date     Condition        Report By
 FV0705  HISTORY     - UNK      MONUMENTED       USGS
 FV0705  HISTORY     - 1956     GOOD             NGS
 FV0705  HISTORY     - 1961     GOOD             NGS
 FV0705  HISTORY     - 1977     GOOD             NGS
 FV0705
 FV0705                          STATION DESCRIPTION
 FV0705
 FV0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0705'1.6 MI N FROM PISMO BEACH.
 FV0705'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0705'THE U.S. HIGHWAY 101 CONCRETE BRIDGE OVER THE RAILROAD AT
 FV0705'PISMO BEACH, AT STEEL GIRDER BRIDGE 261.37 OVER PISMO CREEK,
 FV0705'ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 FV0705'STONE-BLOCK-CONCRETE ABUTMENT, 6 FEET NORTHEAST OF THE NORTHEAST
 FV0705'RAIL, 0.7 FOOT SOUTHEAST OF BENCH MARK A 68, AND ABOUT LEVEL
 FV0705'WITH THE TOP OF THE RAIL.
 FV0705
 FV0705                          STATION RECOVERY (1961)
 FV0705
 FV0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FV0705'RECOVERED IN GOOD CONDITION.
 FV0705
 FV0705                          STATION RECOVERY (1977)
 FV0705
 FV0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1209 ***********************************************************************
 HT1209  DESIGNATION -  63 USN
 HT1209  PID         -  HT1209
 HT1209  STATE/COUNTY-  CA/SANTA CLARA
 HT1209  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1209
 HT1209                         *CURRENT SURVEY CONTROL
 HT1209  ___________________________________________________________________
 HT1209* NAD 83(1986)-  37 24 23.     (N)    122 03 35.     (W)     SCALED    
 HT1209* NAVD 88     -         9.65   (+/-2cm)      31.7    (feet)  VERTCON   
 HT1209  ___________________________________________________________________
 HT1209  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1209  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1209
 HT1209.The horizontal coordinates were scaled from a topographic map and have
 HT1209.an estimated accuracy of +/- 6 seconds.
 HT1209
 HT1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1209.The vertical order pertains to the NGVD 29 superseded value.
 HT1209
 HT1209.The geoid height was determined by GEOID03.
 HT1209
 HT1209;                    North         East    Units  Estimated Accuracy
 HT1209;SPC CA 3     -   601,740.    1,861,920.      MT  (+/- 180 meters Scaled)
 HT1209
 HT1209                          SUPERSEDED SURVEY CONTROL
 HT1209
 HT1209  NGVD 29 (??/??/92)    8.826  (m)           28.96   (f) ADJ UNCH    1 2
 HT1209
 HT1209.Superseded values are not recommended for survey control.
 HT1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1209.See file dsdata.txt to determine how the superseded data were derived.
 HT1209
 HT1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG832403(NAD 83)
 HT1209_MARKER: Z = SEE DESCRIPTION
 HT1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1209_STAMPING: 63
 HT1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1209+STABILITY: SURFACE MOTION
 HT1209
 HT1209  HISTORY     - Date     Condition        Report By
 HT1209  HISTORY     - UNK      MONUMENTED       DOD
 HT1209  HISTORY     - 1954     GOOD             NGS
 HT1209  HISTORY     - 1967     GOOD             NGS
 HT1209
 HT1209                          STATION DESCRIPTION
 HT1209
 HT1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1209'AT MOFFETT FIELD.
 HT1209'AT MOFFETT FIELD, AT QUARTERS B, 114.9 FEET NORTHEAST OF THE
 HT1209'NORTHEAST CORNER OF A GARAGE BUILDING, 93.4 FEET SOUTH OF THE
 HT1209'SOUTHWEST CORNER OF THE NURSERY BUILDING, 44 1/2 FEET NORTH OF AN
 HT1209'8-INCH TREE, A BRASS PLUG IN THE TOP OF A CONCRETE POST SURROUNDED
 HT1209'BY THREE GUARD POSTS AND ABOUT FLUSH WITH THE GROUND.
 HT1209
 HT1209                          STATION RECOVERY (1967)
 HT1209
 HT1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2634 ***********************************************************************
 EV2634  DESIGNATION -  6306.03
 EV2634  PID         -  EV2634
 EV2634  STATE/COUNTY-  CA/LOS ANGELES
 EV2634  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2634
 EV2634                         *CURRENT SURVEY CONTROL
 EV2634  ___________________________________________________________________
 EV2634* NAD 83(1986)-  34 20 36.     (N)    117 51 12.     (W)     SCALED    
 EV2634* NAVD 88     -      1923.489  (meters)    6310.65   (feet)  READJUSTED
 EV2634  ___________________________________________________________________
 EV2634  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EV2634  DYNAMIC HT  -        1920.870 (meters)    6302.05  (feet)  COMP
 EV2634  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 EV2634
 EV2634  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2634
 EV2634.The horizontal coordinates were scaled from a topographic map and have
 EV2634.an estimated accuracy of +/- 6 seconds.
 EV2634
 EV2634.The orthometric height was determined by differential leveling
 EV2634.and adjusted in February 1993.
 EV2634.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2634.distribution rate of 0.0 thru 1.0 mm/km.
 EV2634.The height was derived from older observations constrained to new
 EV2634.heights in a crustal motion area.  The height is approximate in
 EV2634.relation to other heights in its vicinity.
 EV2634
 EV2634.The geoid height was determined by GEOID03.
 EV2634
 EV2634.The dynamic height is computed by dividing the NAVD 88
 EV2634.geopotential number by the normal gravity value computed on the
 EV2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2634.degrees latitude (g = 980.6199 gals.).
 EV2634
 EV2634.The modeled gravity was interpolated from observed gravity values.
 EV2634
 EV2634;                    North         East    Units  Estimated Accuracy
 EV2634;SPC CA 5     -   593,560.    2,013,490.      MT  (+/- 180 meters Scaled)
 EV2634
 EV2634                          SUPERSEDED SURVEY CONTROL
 EV2634
 EV2634  NGVD 29 (??/??/92) 1922.417  (m)         6307.13   (f) ADJ UNCH    1 1
 EV2634
 EV2634.Superseded values are not recommended for survey control.
 EV2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2634.See file dsdata.txt to determine how the superseded data were derived.
 EV2634
 EV2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU215005(NAD 83)
 EV2634_MARKER: DD = SURVEY DISK
 EV2634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2634_SP_SET: RETAINING WALL
 EV2634_STAMPING: 6306.03-6306.03
 EV2634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2634
 EV2634  HISTORY     - Date     Condition        Report By
 EV2634  HISTORY     - UNK      MONUMENTED       CADH
 EV2634  HISTORY     - 1971     GOOD             NGS
 EV2634  HISTORY     - 1977     GOOD             NGS
 EV2634
 EV2634                          STATION DESCRIPTION
 EV2634
 EV2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2634'27.8 MI N FROM AZUSA.
 EV2634'27.85 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE ATCHISON,
 EV2634'TOPEKA AND SANTA FE RAILWAY STATION AT AZUSA, IN THE TOP AND
 EV2634'12.2 FEET NORTHEAST OF THE SOUTHWEST END OF A 88-FOOT LONG
 EV2634'MASONRY RETAINING WALL, 16 FEET NORTHWEST OF THE CENTER LINE OF
 EV2634'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 EV2634
 EV2634                          STATION RECOVERY (1977)
 EV2634
 EV2634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0677 ***********************************************************************
 KT0677  DESIGNATION -  6332.5 USGS
 KT0677  PID         -  KT0677
 KT0677  STATE/COUNTY-  CA/TEHAMA
 KT0677  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0677
 KT0677                         *CURRENT SURVEY CONTROL
 KT0677  ___________________________________________________________________
 KT0677* NAD 83(1986)-  39 50 15.     (N)    122 57 03.     (W)     SCALED    
 KT0677* NAVD 88     -      1932.08   (+/-2cm)    6338.8    (feet)  VERTCON   
 KT0677  ___________________________________________________________________
 KT0677  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 KT0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0677
 KT0677.The horizontal coordinates were scaled from a topographic map and have
 KT0677.an estimated accuracy of +/- 6 seconds.
 KT0677
 KT0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0677.The vertical order pertains to the NGVD 29 superseded value.
 KT0677
 KT0677.The geoid height was determined by GEOID03.
 KT0677
 KT0677;                    North         East    Units  Estimated Accuracy
 KT0677;SPC CA 1     -   556,430.    1,918,610.      MT  (+/- 180 meters Scaled)
 KT0677
 KT0677                          SUPERSEDED SURVEY CONTROL
 KT0677
 KT0677  NGVD 29 (??/??/92) 1930.994  (m)         6335.27   (f) ADJ UNCH    2 0
 KT0677
 KT0677.Superseded values are not recommended for survey control.
 KT0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0677.See file dsdata.txt to determine how the superseded data were derived.
 KT0677
 KT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK042097(NAD 83)
 KT0677_MARKER: Z = SEE DESCRIPTION
 KT0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0677_SP_SET: TREE
 KT0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0677
 KT0677  HISTORY     - Date     Condition        Report By
 KT0677  HISTORY     - UNK      MONUMENTED       USGS
 KT0677  HISTORY     - 1940     GOOD             NGS
 KT0677
 KT0677                          STATION DESCRIPTION
 KT0677
 KT0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KT0677'29.4 MI NE FROM COVELO.
 KT0677'LOCATED 29.35 MILES NORTH-EAST OF THE POST OFFICE IN COVELO,
 KT0677'MENDOCINO COUNTY, CALIF., ALONG THE DOS RIOS-PASKENTA ROAD, AND
 KT0677'IN THE MENDOCINO NATL. FOREST, 25 FEET NORTHEAST OF THE
 KT0677'CENTERLINE OF ROAD, 20 FEET SOUTH-WEST OF U.S.C. AND G.S. Y-243
 KT0677'1935.  A BRONZE WASHER SET IN ROOT OF SPRUCE TREE AND PAINTED ON
 KT0677'TREE 6332.5.  (U.S.B.M. WITNESS POST IS SET BY BENCH MARK).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1193 ***********************************************************************
 DX1193  DESIGNATION -  634
 DX1193  PID         -  DX1193
 DX1193  STATE/COUNTY-  CA/SAN DIEGO
 DX1193  USGS QUAD   -  SAN MARCOS (1983)
 DX1193
 DX1193                         *CURRENT SURVEY CONTROL
 DX1193  ___________________________________________________________________
 DX1193* NAD 83(1986)-  33 08 23.     (N)    117 08 25.     (W)     SCALED    
 DX1193* NAVD 88     -       194.18   (+/-2cm)     637.1    (feet)  VERTCON   
 DX1193  ___________________________________________________________________
 DX1193  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DX1193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1193
 DX1193.The horizontal coordinates were scaled from a topographic map and have
 DX1193.an estimated accuracy of +/- 6 seconds.
 DX1193
 DX1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1193.The vertical order pertains to the NGVD 29 superseded value.
 DX1193
 DX1193.The geoid height was determined by GEOID03.
 DX1193
 DX1193;                    North         East    Units  Estimated Accuracy
 DX1193;SPC CA 6     -   608,270.    1,916,940.      MT  (+/- 180 meters Scaled)
 DX1193
 DX1193                          SUPERSEDED SURVEY CONTROL
 DX1193
 DX1193  NGVD 29 (??/??/??)  193.478  (m)          634.77   (f) ADJUSTED    2 0
 DX1193
 DX1193.Superseded values are not recommended for survey control.
 DX1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1193.See file dsdata.txt to determine how the superseded data were derived.
 DX1193
 DX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS869667(NAD 83)
 DX1193_MARKER: P = PIPE CAP
 DX1193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1193_STAMPING: 634
 DX1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1193+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 DX1193
 DX1193  HISTORY     - Date     Condition        Report By
 DX1193  HISTORY     - UNK      MONUMENTED       USGS
 DX1193  HISTORY     - 1960     GOOD             NGS
 DX1193  HISTORY     - 1973     GOOD             NGS
 DX1193  HISTORY     - 20020924 GOOD             USPSQD
 DX1193
 DX1193                          STATION DESCRIPTION
 DX1193
 DX1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1193'1.7 MI SE FROM SAN MARCOS.
 DX1193'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 78 FROM SAN MARCOS
 DX1193'AVENUE IN SAN MARCOS, THENCE 0.1 MILE SOUTH OF RICHLAND ROAD
 DX1193'TO SOUTHWEST CORNER OF THE RICHLAND SCHOOL YARD, 50 FEET NORTHEAST
 DX1193'OF THE CENTERLINE OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DX1193'TRACKS, BETWEEN THE SECOND AND THIRD TREES OF A ROW OF EUCALYPTUS
 DX1193'TREES, 35 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, RIVETED
 DX1193'TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 1 FOOT.
 DX1193
 DX1193                          STATION RECOVERY (1973)
 DX1193
 DX1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DX1193'RECOVERED IN GOOD CONDITION.
 DX1193
 DX1193                          STATION RECOVERY (2002)
 DX1193
 DX1193'RECOVERY NOTE BY US POWER SQUADRON 2002 (EBS)
 DX1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0096 ***********************************************************************
 FV0096  DESIGNATION -  635
 FV0096  PID         -  FV0096
 FV0096  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0096  USGS QUAD   -  PASO ROBLES (1979)
 FV0096
 FV0096                         *CURRENT SURVEY CONTROL
 FV0096  ___________________________________________________________________
 FV0096* NAD 83(1986)-  35 43 08.     (N)    120 41 48.     (W)     SCALED    
 FV0096* NAVD 88     -       194.510  (meters)     638.15   (feet)  ADJUSTED  
 FV0096  ___________________________________________________________________
 FV0096  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 FV0096  DYNAMIC HT  -         194.329 (meters)     637.56  (feet)  COMP
 FV0096  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FV0096
 FV0096  VERT ORDER  -  FIRST     CLASS I
 FV0096
 FV0096.The horizontal coordinates were scaled from a topographic map and have
 FV0096.an estimated accuracy of +/- 6 seconds.
 FV0096
 FV0096.The orthometric height was determined by differential leveling
 FV0096.and adjusted in June 1991.
 FV0096
 FV0096.The geoid height was determined by GEOID03.
 FV0096
 FV0096.The dynamic height is computed by dividing the NAVD 88
 FV0096.geopotential number by the normal gravity value computed on the
 FV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0096.degrees latitude (g = 980.6199 gals.).
 FV0096
 FV0096.The modeled gravity was interpolated from observed gravity values.
 FV0096
 FV0096;                    North         East    Units  Estimated Accuracy
 FV0096;SPC CA 5     -   749,420.    1,756,010.      MT  (+/- 180 meters Scaled)
 FV0096
 FV0096                          SUPERSEDED SURVEY CONTROL
 FV0096
 FV0096  NGVD 29 (??/??/??)  193.567  (m)          635.06   (f) ADJUSTED    1 1
 FV0096
 FV0096.Superseded values are not recommended for survey control.
 FV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0096.See file dsdata.txt to determine how the superseded data were derived.
 FV0096
 FV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE083552(NAD 83)
 FV0096_MARKER: DD = SURVEY DISK
 FV0096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FV0096_SP_SET: BRIDGE ABUTMENT
 FV0096_STAMPING: 635 4 1916
 FV0096_MARK LOGO: USGS  
 FV0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0096+STABILITY: SURFACE MOTION
 FV0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0096+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1989
 FV0096
 FV0096  HISTORY     - Date     Condition        Report By
 FV0096  HISTORY     - 1916     MONUMENTED       USGS
 FV0096  HISTORY     - 1968     GOOD             NGS
 FV0096  HISTORY     - 19890130 GOOD             NGS
 FV0096
 FV0096                          STATION DESCRIPTION
 FV0096
 FV0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0096'7 MI N FROM PASO ROBLES.
 FV0096'7.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0096'THE STATION AT PASO ROBLES, OPPOSITE RAILROAD BRIDGE 209.27 OVER
 FV0096'SAN MARCUS CREEK, IN THE TOP OF THE CENTER OF THE SOUTHEAST
 FV0096'CONCRETE WING WALL OF A FORMER HIGHWAY BRIDGE, 55 FEET WEST OF
 FV0096'THE WEST RAIL, 39.5 FEET EAST OF THE EAST GUARDRAIL OF THE EAST
 FV0096'LANES OF U.S. HIGHWAY 101, 3 1/2 FEET EAST OF A TELEPHONE POLE
 FV0096'WITH A GUY WIRE, 5.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 FV0096'WING WALL, AND ABOUT LEVEL WITH THE TRACK.
 FV0096
 FV0096                          STATION RECOVERY (1989)
 FV0096
 FV0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0096'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 FV0096'DELETE--3-1/2 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE.
 FV0096'CHANGE--LEVEL WITH THE TRACK, TO 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 FV0096'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1868 ***********************************************************************
 JS1868  DESIGNATION -  635 CC CO
 JS1868  PID         -  JS1868
 JS1868  STATE/COUNTY-  CA/CONTRA COSTA
 JS1868  USGS QUAD   -  HONKER BAY (1980)
 JS1868
 JS1868                         *CURRENT SURVEY CONTROL
 JS1868  ___________________________________________________________________
 JS1868* NAD 83(1986)-  38 01 44.     (N)    121 53 57.     (W)     SCALED    
 JS1868* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 JS1868  ___________________________________________________________________
 JS1868  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 JS1868  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1868
 JS1868.The horizontal coordinates were scaled from a topographic map and have
 JS1868.an estimated accuracy of +/- 6 seconds.
 JS1868
 JS1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1868.The vertical order pertains to the NGVD 29 superseded value.
 JS1868
 JS1868.The geoid height was determined by GEOID03.
 JS1868
 JS1868;                    North         East    Units  Estimated Accuracy
 JS1868;SPC CA 3     -   670,600.    1,877,170.      MT  (+/- 180 meters Scaled)
 JS1868
 JS1868                          SUPERSEDED SURVEY CONTROL
 JS1868
 JS1868  NGVD 29 (??/??/92)    1.609  (m)            5.28   (f) ADJ UNCH    1 2
 JS1868
 JS1868.Superseded values are not recommended for survey control.
 JS1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1868.See file dsdata.txt to determine how the superseded data were derived.
 JS1868
 JS1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH966095(NAD 83)
 JS1868_MARKER: N = NAIL
 JS1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS1868_SP_SET: CONC MANHOLE
 JS1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1868
 JS1868  HISTORY     - Date     Condition        Report By
 JS1868  HISTORY     - UNK      MONUMENTED       CA-013
 JS1868  HISTORY     - 1956     GOOD             NGS
 JS1868  HISTORY     - 1964     GOOD             NGS
 JS1868  HISTORY     - 20060222 MARK NOT FOUND   GEOCAC
 JS1868
 JS1868                          STATION DESCRIPTION
 JS1868
 JS1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JS1868'1 MI NW FROM PITTSBURG.
 JS1868'0.3 MILE NORTH ALONG RAILROAD AVENUE FROM THE SOUTHERN PACIFIC
 JS1868'COMPANY RAILROAD STATION AT PITTSBURG, THENCE 0.7 MILE WEST
 JS1868'ALONG WEST 10TH STREET (WILLOW PASS ROAD), IN R1E T2N, 1.0
 JS1868'MILE EAST OF BENCH MARK N 191, 0.3 MILE NORTH ACROSS COUNTRY
 JS1868'FROM BENCH MARK B 475, AT THE CROSSING OF THE ATCHISON, TOPEKA
 JS1868'AND SANTA FE RAILROAD SPUR TRACK, AT THE T JUNCTION OF AN
 JS1868'ASPHALT ROAD LEADING NORTH TO THE PACIFIC GAS AND ELECTRIC
 JS1868'COMPANY POWER PLANT, AT THE NORTHEAST CORNER OF AN IRON FENCE
 JS1868'AROUND THE CONTINENTAL CAN COMPANY, IN THE TOP OF A CONCRETE
 JS1868'MANHOLE STRUCTURE, 43.2 FEET EAST OF BENCH MARK F 556, 40 1/2
 JS1868'FEET SOUTH OF THE CENTER LINE OF THE STREET, 15.0 FEET WEST
 JS1868'OF THE WEST RAIL OF A SPUR TRACK, 3.0 FEET NORTH OF A FENCE, AND
 JS1868'ABOUT 1 FOOT LOWER THAN THE STREET.
 JS1868
 JS1868                          STATION RECOVERY (1964)
 JS1868
 JS1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1868'RECOVERED IN GOOD CONDITION.
 JS1868
 JS1868                          STATION RECOVERY (2006)
 JS1868
 JS1868'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 JS1868'MANHOLE COVER LOCATED AT N 38  01.760 W 121  53.921. THIS ENTIRE AREA
 JS1868'OF THE CORNER OF THE FORMER PROPERTY OF THE CONTINENTAL CAN COMPANY
 JS1868'HAS BEEN RECENTLY REMODELED AND A NEW PAVED ENTRANCE HAS BEEN
 JS1868'INSTALLED. THIS MARK AND THE NEARBY DISK F 556 WERE NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0090 ***********************************************************************
 DC0090  DESIGNATION -  636 SD CO
 DC0090  PID         -  DC0090
 DC0090  STATE/COUNTY-  CA/SAN DIEGO
 DC0090  USGS QUAD   -  OTAY MESA (1975)
 DC0090
 DC0090                         *CURRENT SURVEY CONTROL
 DC0090  ___________________________________________________________________
 DC0090* NAD 83(1986)-  32 34 55.     (N)    116 55 07.     (W)     SCALED    
 DC0090* NAVD 88     -       204.69   (+/-2cm)     671.6    (feet)  VERTCON   
 DC0090  ___________________________________________________________________
 DC0090  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DC0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0090
 DC0090.The horizontal coordinates were scaled from a topographic map and have
 DC0090.an estimated accuracy of +/- 6 seconds.
 DC0090
 DC0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0090.The vertical order pertains to the NGVD 29 superseded value.
 DC0090
 DC0090.The geoid height was determined by GEOID03.
 DC0090
 DC0090;                    North         East    Units  Estimated Accuracy
 DC0090;SPC CA 6     -   546,260.    1,937,220.      MT  (+/- 180 meters Scaled)
 DC0090
 DC0090                          SUPERSEDED SURVEY CONTROL
 DC0090
 DC0090  NGVD 29 (??/??/??)  204.017  (m)          669.35   (f) ADJUSTED    2 0
 DC0090
 DC0090.Superseded values are not recommended for survey control.
 DC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0090.See file dsdata.txt to determine how the superseded data were derived.
 DC0090
 DC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS076049(NAD 83)
 DC0090_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DC0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DC0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DC0090_STAMPING: SD CO 1933 S 19 S 30 114 RE 636
 DC0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0090
 DC0090  HISTORY     - Date     Condition        Report By
 DC0090  HISTORY     - 1933     MONUMENTED       CA-073
 DC0090  HISTORY     - 1955     GOOD             NGS
 DC0090
 DC0090                          STATION DESCRIPTION
 DC0090
 DC0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0090'0.2 MI W FROM KUEBLER RANCH.
 DC0090'0.25 MILE WEST ALONG A TRACK ROAD FROM KUEBLER RANCH, 0.2 MILE
 DC0090'WEST OF A WIRE GATE ACROSS THE ROAD, ON THE WEST SLOPE OF A
 DC0090'GRADE, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.6
 DC0090'FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SCREWED
 DC0090'ON TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 DC0090'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0192 ***********************************************************************
 KS0192  DESIGNATION -  6362
 KS0192  PID         -  KS0192
 KS0192  STATE/COUNTY-  CA/SIERRA
 KS0192  USGS QUAD   -  INDEPENDENCE LAKE (1981)
 KS0192
 KS0192                         *CURRENT SURVEY CONTROL
 KS0192  ___________________________________________________________________
 KS0192* NAD 83(1986)-  39 29 15.     (N)    120 16 05.     (W)     SCALED    
 KS0192* NAVD 88     -      1940.53   (+/-2cm)    6366.6    (feet)  VERTCON   
 KS0192  ___________________________________________________________________
 KS0192  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 KS0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0192
 KS0192.The horizontal coordinates were scaled from a topographic map and have
 KS0192.an estimated accuracy of +/- 6 seconds.
 KS0192
 KS0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0192.The vertical order pertains to the NGVD 29 superseded value.
 KS0192
 KS0192.The geoid height was determined by GEOID03.
 KS0192
 KS0192;                    North         East    Units  Estimated Accuracy
 KS0192;SPC CA 2     -   703,550.    2,148,980.      MT  (+/- 180 meters Scaled)
 KS0192
 KS0192                          SUPERSEDED SURVEY CONTROL
 KS0192
 KS0192  NGVD 29 (??/??/??) 1939.312  (m)         6362.56   (f) ADJUSTED    2 0
 KS0192
 KS0192.Superseded values are not recommended for survey control.
 KS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0192.See file dsdata.txt to determine how the superseded data were derived.
 KS0192
 KS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ349744(NAD 83)
 KS0192_MARKER: Q = CHISELED SQUARE
 KS0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0192_SP_SET: CULVERT
 KS0192_MARK LOGO: USGS  
 KS0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0192
 KS0192  HISTORY     - Date     Condition        Report By
 KS0192  HISTORY     - UNK      MONUMENTED       USGS
 KS0192  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0192
 KS0192                          STATION DESCRIPTION
 KS0192
 KS0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0192'7.8 MI N FROM HOBART MILLS.
 KS0192'IN SIERRA COUNTY, 7.8 MILES NORTH ALONG STATE HIGHWAY 89 FROM
 KS0192'HOBART MILLS, NEVADA COUNTY, 50 FEET NORTH OF BENCH MARK H 193,
 KS0192'DESCRIBED ABOVE, AT AN 18-INCH IRON CULVERT, AT THE SOUTH EDGE
 KS0192'OF THE HIGHWAY, AND ON A ROCK OUTCROP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0068 ***********************************************************************
 GS0068  DESIGNATION -  637
 GS0068  PID         -  GS0068
 GS0068  STATE/COUNTY-  CA/INYO
 GS0068  USGS QUAD   -  STOVEPIPE WELLS (1988)
 GS0068
 GS0068                         *CURRENT SURVEY CONTROL
 GS0068  ___________________________________________________________________
 GS0068* NAD 83(1986)-  36 33 58.     (N)    117 11 52.     (W)     SCALED    
 GS0068* NAVD 88     -       194.280  (meters)     637.40   (feet)  ADJUSTED  
 GS0068  ___________________________________________________________________
 GS0068  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 GS0068  DYNAMIC HT  -         194.105 (meters)     636.83  (feet)  COMP
 GS0068  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 GS0068
 GS0068  VERT ORDER  -  FIRST     CLASS II
 GS0068
 GS0068.The horizontal coordinates were scaled from a topographic map and have
 GS0068.an estimated accuracy of +/- 6 seconds.
 GS0068
 GS0068.The orthometric height was determined by differential leveling
 GS0068.and adjusted in June 1991.
 GS0068
 GS0068.The geoid height was determined by GEOID03.
 GS0068
 GS0068.The dynamic height is computed by dividing the NAVD 88
 GS0068.geopotential number by the normal gravity value computed on the
 GS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GS0068.degrees latitude (g = 980.6199 gals.).
 GS0068
 GS0068.The modeled gravity was interpolated from observed gravity values.
 GS0068
 GS0068;                    North         East    Units  Estimated Accuracy
 GS0068;SPC CA 4     -   638,300.    2,161,310.      MT  (+/- 180 meters Scaled)
 GS0068
 GS0068                          SUPERSEDED SURVEY CONTROL
 GS0068
 GS0068  NGVD 29 (05/01/91)  193.450  (m)          634.68   (f) ADJUSTED    1 2
 GS0068
 GS0068.Superseded values are not recommended for survey control.
 GS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0068.See file dsdata.txt to determine how the superseded data were derived.
 GS0068
 GS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA823467(NAD 83)
 GS0068_MARKER: P = PIPE CAP
 GS0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GS0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GS0068_STAMPING: 637 B 155 1907
 GS0068_MARK LOGO: USGS  
 GS0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GS0068
 GS0068  HISTORY     - Date     Condition        Report By
 GS0068  HISTORY     - 1907     MONUMENTED       USGS
 GS0068  HISTORY     - 1933     GOOD             NGS
 GS0068  HISTORY     - 1984     GOOD             NGS
 GS0068
 GS0068                          STATION DESCRIPTION
 GS0068
 GS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GS0068'4 MI SW FROM STOVEPIPE WELLS HOTEL.
 GS0068'4.0 MILES SOUTHWEST ALONG THE EICKBAUM TOLL ROAD FROM STOVEPIPE
 GS0068'WELLS HOTEL, INYO COUNTY, AND 108 FEET NORTH OF THE ROAD.  A
 GS0068'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 637 B 155
 GS0068'1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN
 GS0068'CONCRETE.
 GS0068
 GS0068                          STATION RECOVERY (1984)
 GS0068
 GS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GS0068'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.45 KM
 GS0068'(4.05 MI) SOUTHWEST ALONG STATE HIGHWAY 190 FROM THE HOTEL AT
 GS0068'STOVEPIPE WELLS, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 82, 32.9 METERS
 GS0068'(108 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.  A SHALLOW-SET PIPE
 GS0068'PROJECTING 60 CM.
 GS0068'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 GS0068'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2967 ***********************************************************************
 DX2967  DESIGNATION -  638.90
 DX2967  PID         -  DX2967
 DX2967  STATE/COUNTY-  CA/LOS ANGELES
 DX2967  USGS QUAD   -  YORBA LINDA (1981)
 DX2967
 DX2967                         *CURRENT SURVEY CONTROL
 DX2967  ___________________________________________________________________
 DX2967* NAD 83(1986)-  33 57 31.     (N)    117 51 22.     (W)     SCALED    
 DX2967* NAVD 88     -       195.41   (+/-2cm)     641.1    (feet)  VERTCON   
 DX2967  ___________________________________________________________________
 DX2967  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DX2967  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2967
 DX2967.The horizontal coordinates were scaled from a topographic map and have
 DX2967.an estimated accuracy of +/- 6 seconds.
 DX2967
 DX2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2967.The vertical order pertains to the NGVD 29 superseded value.
 DX2967
 DX2967.The geoid height was determined by GEOID03.
 DX2967
 DX2967;                    North         East    Units  Estimated Accuracy
 DX2967;SPC CA 5     -   550,880.    2,013,300.      MT  (+/- 180 meters Scaled)
 DX2967
 DX2967                          SUPERSEDED SURVEY CONTROL
 DX2967
 DX2967  NGVD 29 (??/??/??)  194.656  (m)          638.63   (f) ADJUSTED    1 2
 DX2967
 DX2967.Superseded values are not recommended for survey control.
 DX2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2967.See file dsdata.txt to determine how the superseded data were derived.
 DX2967
 DX2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT209578(NAD 83)
 DX2967_MARKER: Q = CHISELED SQUARE
 DX2967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2967_SP_SET: CULVERT
 DX2967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2967
 DX2967  HISTORY     - Date     Condition        Report By
 DX2967  HISTORY     - UNK      MONUMENTED       CA-037
 DX2967  HISTORY     - 1949     GOOD             NGS
 DX2967  HISTORY     - 1963     MARK NOT FOUND   NGS
 DX2967
 DX2967                          STATION DESCRIPTION
 DX2967
 DX2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2967'4.4 MI NE FROM BREA.
 DX2967'ABOUT 4.0 MILES NORTHEAST ALONG THE BREA CANYON ROAD FROM THE
 DX2967'GRAMMAR SCHOOL AT THE NORTH EDGE OF BREA, AT A CONCRETE CULVERT
 DX2967'MILE 1.65.  MARK IS A DOT IN THE CENTER OF A 2 INCH CHISELED
 DX2967'SQUARE IN THE TOP CENTER OF THE NORTHWEST HEADWALL OF CULVERT.
 DX2967'NO PREVIOUS DESCRIPTION AVAILABLE.
 DX2967
 DX2967                          STATION RECOVERY (1963)
 DX2967
 DX2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DX2967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0223 ***********************************************************************
 KS0223  DESIGNATION -  6381.2
 KS0223  PID         -  KS0223
 KS0223  STATE/COUNTY-  CA/PLACER
 KS0223  USGS QUAD   -  ROYAL GORGE (1979)
 KS0223
 KS0223                         *CURRENT SURVEY CONTROL
 KS0223  ___________________________________________________________________
 KS0223* NAD 83(1986)-  39 12 33.     (N)    120 25 15.     (W)     SCALED    
 KS0223* NAVD 88     -      1946.09   (+/-2cm)    6384.8    (feet)  VERTCON   
 KS0223  ___________________________________________________________________
 KS0223  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KS0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0223
 KS0223.The horizontal coordinates were scaled from a topographic map and have
 KS0223.an estimated accuracy of +/- 6 seconds.
 KS0223
 KS0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0223.The vertical order pertains to the NGVD 29 superseded value.
 KS0223
 KS0223.The geoid height was determined by GEOID03.
 KS0223
 KS0223;                    North         East    Units  Estimated Accuracy
 KS0223;SPC CA 2     -   672,410.    2,136,380.      MT  (+/- 180 meters Scaled)
 KS0223
 KS0223                          SUPERSEDED SURVEY CONTROL
 KS0223
 KS0223  NGVD 29 (??/??/??) 1944.956  (m)         6381.08   (f) ADJUSTED    2 0
 KS0223
 KS0223.Superseded values are not recommended for survey control.
 KS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0223.See file dsdata.txt to determine how the superseded data were derived.
 KS0223
 KS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ226431(NAD 83)
 KS0223_MARKER: N = NAIL
 KS0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0223_SP_SET: TREE
 KS0223_MARK LOGO: USGS  
 KS0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0223
 KS0223  HISTORY     - Date     Condition        Report By
 KS0223  HISTORY     - UNK      MONUMENTED       USGS
 KS0223  HISTORY     - 1952     GOOD             CGS
 KS0223
 KS0223                          STATION DESCRIPTION
 KS0223
 KS0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0223'17 MI S FROM SODA SPRINGS.
 KS0223'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0223'SODA SPRINGS, THENCE 16.8 MILES SOUTH ALONG THE SODA
 KS0223'SPRINGS-FRENCH MEADOWS ROAD, AT A Y JUNCTION OF A TRACK ROAD
 KS0223'LEADING SOUTHWEST, IN THE BASE OF A ROOT ON THE EAST SIDE OF
 KS0223'A LARGE CEDAR TREE, 63 1/2 FEET SOUTHEAST OF THE CENTER OF
 KS0223'THE JUNCTION, 23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KS0223'ABOUT 6.0 FEET HIGHER THAN THE ROAD, AND MARKED BY A WHITE
 KS0223'PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6381/2 NAILED
 KS0223'TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3638 ***********************************************************************
 HS3638  DESIGNATION -  639 USGS
 HS3638  PID         -  HS3638
 HS3638  STATE/COUNTY-  CA/CONTRA COSTA
 HS3638  USGS QUAD   -  BRENTWOOD (1978)
 HS3638
 HS3638                         *CURRENT SURVEY CONTROL
 HS3638  ___________________________________________________________________
 HS3638* NAD 83(1986)-  37 54 18.     (N)    121 40 22.     (W)     SCALED    
 HS3638* NAVD 88     -        19.71   (+/-2cm)      64.7    (feet)  VERTCON   
 HS3638  ___________________________________________________________________
 HS3638  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HS3638  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3638
 HS3638.The horizontal coordinates were scaled from a topographic map and have
 HS3638.an estimated accuracy of +/- 6 seconds.
 HS3638
 HS3638.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3638.The vertical order pertains to the NGVD 29 superseded value.
 HS3638
 HS3638.The geoid height was determined by GEOID03.
 HS3638
 HS3638;                    North         East    Units  Estimated Accuracy
 HS3638;SPC CA 3     -   656,580.    1,896,870.      MT  (+/- 180 meters Scaled)
 HS3638
 HS3638                          SUPERSEDED SURVEY CONTROL
 HS3638
 HS3638  NGVD 29 (??/??/92)   18.975  (m)           62.25   (f) ADJ UNCH    1 2
 HS3638
 HS3638.Superseded values are not recommended for survey control.
 HS3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3638.See file dsdata.txt to determine how the superseded data were derived.
 HS3638
 HS3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG166961(NAD 83)
 HS3638_MARKER: Q = CHISELED SQUARE
 HS3638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3638_SP_SET: SEMAPHORE
 HS3638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3638
 HS3638  HISTORY     - Date     Condition        Report By
 HS3638  HISTORY     - UNK      MONUMENTED       USGS
 HS3638  HISTORY     - 1957     GOOD             NGS
 HS3638  HISTORY     - 1963     GOOD             NGS
 HS3638
 HS3638                          STATION DESCRIPTION
 HS3638
 HS3638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3638'2.2 MI SE FROM BRENTWOOD.
 HS3638'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3638'FROM THE STATION AT BRENTWOOD, IN R3E T1N, IN THE NORTHWEST
 HS3638'QUARTER OF SECTION 29, 1 1/2 RAILS NORTHWEST OF MILEPOLE 64,
 HS3638'AT SEMAPHORE 639, ON THE TOP OF THE CONCRETE FOUNDATION
 HS3638'SUPPORTING A STEEL LADDER, 7.3 FEET NORTHEAST OF THE NORTHEAST
 HS3638'RAIL, 1.1 FEET NORTHWEST OF THE METAL BASE OF THE SEMAPHORE,
 HS3638'AND ABOUT LEVEL WITH THE TRACK.
 HS3638
 HS3638                          STATION RECOVERY (1963)
 HS3638
 HS3638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1902 ***********************************************************************
 JT1902  DESIGNATION -  64 1
 JT1902  PID         -  JT1902
 JT1902  STATE/COUNTY-  CA/NAPA
 JT1902  USGS QUAD   -  NAPA (1980)
 JT1902
 JT1902                         *CURRENT SURVEY CONTROL
 JT1902  ___________________________________________________________________
 JT1902* NAD 83(1986)-  38 16 47.     (N)    122 15 39.     (W)     SCALED    
 JT1902* NAVD 88     -        24.56   (+/-2cm)      80.6    (feet)  VERTCON   
 JT1902  ___________________________________________________________________
 JT1902  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT1902  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1902
 JT1902.The horizontal coordinates were scaled from a topographic map and have
 JT1902.an estimated accuracy of +/- 6 seconds.
 JT1902
 JT1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1902.The vertical order pertains to the NGVD 29 superseded value.
 JT1902
 JT1902.The geoid height was determined by GEOID03.
 JT1902
 JT1902;                    North         East    Units  Estimated Accuracy
 JT1902;SPC CA 2     -   568,090.    1,977,180.      MT  (+/- 180 meters Scaled)
 JT1902
 JT1902                          SUPERSEDED SURVEY CONTROL
 JT1902
 JT1902  NGVD 29 (??/??/92)   23.778  (m)           78.01   (f) ADJ UNCH    1 1
 JT1902
 JT1902.Superseded values are not recommended for survey control.
 JT1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1902.See file dsdata.txt to determine how the superseded data were derived.
 JT1902
 JT1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH646371(NAD 83)
 JT1902_MARKER: DD = SURVEY DISK
 JT1902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1902_SP_SET: MASSIVE STRUCTURE
 JT1902_MARK LOGO: CA2330
 JT1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1902
 JT1902  HISTORY     - Date     Condition        Report By
 JT1902  HISTORY     - 1971     MONUMENTED       CA2330
 JT1902
 JT1902                          STATION DESCRIPTION
 JT1902
 JT1902'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1902'ALONG IMOLA AVENUE AT CAYETANO CREEK BRIDGE, A BRASS CAP SET IN THE
 JT1902'SOUTHEAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1594 ***********************************************************************
 JT1594  DESIGNATION -  64 2
 JT1594  PID         -  JT1594
 JT1594  STATE/COUNTY-  CA/NAPA
 JT1594  USGS QUAD   -  MT GEORGE (1973)
 JT1594
 JT1594                         *CURRENT SURVEY CONTROL
 JT1594  ___________________________________________________________________
 JT1594* NAD 83(1986)-  38 16 48.     (N)    122 14 55.     (W)     SCALED    
 JT1594* NAVD 88     -        43.92   (+/-2cm)     144.1    (feet)  VERTCON   
 JT1594  ___________________________________________________________________
 JT1594  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1594  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1594
 JT1594.The horizontal coordinates were scaled from a topographic map and have
 JT1594.an estimated accuracy of +/- 6 seconds.
 JT1594
 JT1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1594.The vertical order pertains to the NGVD 29 superseded value.
 JT1594
 JT1594.The geoid height was determined by GEOID03.
 JT1594
 JT1594;                    North         East    Units  Estimated Accuracy
 JT1594;SPC CA 2     -   568,110.    1,978,250.      MT  (+/- 180 meters Scaled)
 JT1594
 JT1594                          SUPERSEDED SURVEY CONTROL
 JT1594
 JT1594  NGVD 29 (??/??/92)   43.14   (m)          141.5    (f) COMPUTED    1 1
 JT1594
 JT1594.Superseded values are not recommended for survey control.
 JT1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1594.See file dsdata.txt to determine how the superseded data were derived.
 JT1594
 JT1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH657371(NAD 83)
 JT1594_MARKER: DD = SURVEY DISK
 JT1594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1594_SP_SET: COPPER-CLAD STEEL ROD
 JT1594_STAMPING: 64 2 C OF N
 JT1594_MARK LOGO: CA2330
 JT1594_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1594
 JT1594  HISTORY     - Date     Condition        Report By
 JT1594  HISTORY     - 1972     MONUMENTED       CA2330
 JT1594
 JT1594                          STATION DESCRIPTION
 JT1594
 JT1594'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1594'2.8 MI (4.5 KM) SOUTHEAST OF THE COURTHOUSE AT NAPA, AT THE
 JT1594'L-INTERSECTION OF IMOLA AVENUE AND FOURTH AVENUE, APPROXIMATELY ON
 JT1594'THE SOUTHERLY PROJECTION OF THE CENTERLINE OF FOURTH AVENUE, 82 FT
 JT1594'(25.0 M) SOUTH OF IMOLA AVENUE, 63 FT (19.2 M) SOUTH OF FENCE, 1.5 FT
 JT1594'(0.5 M) WEST OF FENCE, 81 FT (24.7 M) SOUTHEAST OF POWER POLE, 1.5 FT
 JT1594'(0.5 M) NORTHEAST OF 2 INCH PIPE WITNESS POST, 0.5 FT (0.2 M) BELOW
 JT1594'TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND, WITH
 JT1594'THE WORD MONUMENT CAST IN THE COVER, AND SET ON TOP OF A 5/8-INCH
 JT1594'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 3 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6823 ***********************************************************************
 EW6823  DESIGNATION -  64 2 A
 EW6823  PID         -  EW6823
 EW6823  STATE/COUNTY-  CA/LOS ANGELES
 EW6823  USGS QUAD   -  MALIBU BEACH (1995)
 EW6823
 EW6823                         *CURRENT SURVEY CONTROL
 EW6823  ___________________________________________________________________
 EW6823* NAD 83(1986)-  34 02 33.     (N)    118 38 23.     (W)     SCALED    
 EW6823* NAVD 88     -        99.746  (meters)     327.25   (feet)  READJUSTED
 EW6823  ___________________________________________________________________
 EW6823  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EW6823  DYNAMIC HT  -          99.640 (meters)     326.90  (feet)  COMP
 EW6823  MODELED GRAV-     979,585.9   (mgal)                       NAVD 88
 EW6823
 EW6823  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW6823
 EW6823.The horizontal coordinates were scaled from a topographic map and have
 EW6823.an estimated accuracy of +/- 6 seconds.
 EW6823
 EW6823.The orthometric height was determined by differential leveling
 EW6823.and adjusted in February 1993.
 EW6823.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW6823.mark was located on a no-check spur therefore a value was not computed.
 EW6823.The height was derived from older observations constrained to new
 EW6823.heights in a crustal motion area.  The height is approximate in
 EW6823.relation to other heights in its vicinity.
 EW6823.No vertical observational check was made to the station.
 EW6823
 EW6823.The geoid height was determined by GEOID03.
 EW6823
 EW6823.The dynamic height is computed by dividing the NAVD 88
 EW6823.geopotential number by the normal gravity value computed on the
 EW6823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6823.degrees latitude (g = 980.6199 gals.).
 EW6823
 EW6823.The modeled gravity was interpolated from observed gravity values.
 EW6823
 EW6823;                    North         East    Units  Estimated Accuracy
 EW6823;SPC CA 5     -   560,370.    1,940,930.      MT  (+/- 180 meters Scaled)
 EW6823
 EW6823                          SUPERSEDED SURVEY CONTROL
 EW6823
 EW6823  NGVD 29 (??/??/92)   98.974  (m)          324.72   (f) ADJ UNCH    1 1
 EW6823
 EW6823.Superseded values are not recommended for survey control.
 EW6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6823.See file dsdata.txt to determine how the superseded data were derived.
 EW6823
 EW6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT486680(NAD 83)
 EW6823_MARKER: DB = BENCH MARK DISK
 EW6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6823_SP_SET: CONCRETE POST
 EW6823_STAMPING: BM 64-2A 1969 5869
 EW6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6823+STABILITY: SURFACE MOTION
 EW6823
 EW6823  HISTORY     - Date     Condition        Report By
 EW6823  HISTORY     - UNK      MONUMENTED       CA-037
 EW6823  HISTORY     - 1978     GOOD             NGS
 EW6823  HISTORY     - 19890515 MARK NOT FOUND   NGS
 EW6823
 EW6823                          STATION DESCRIPTION
 EW6823
 EW6823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6823'0.6 MI NW FROM MALIBU.
 EW6823'0.6 MILES NORTHWEST UPHILL ALONG RAMBLA PACIFICO ROAD AT CULVERT
 EW6823'NUMBER 3.19, HAS DECORATIVE RETAINING WALL, 28 FT. WEST THE CENTER
 EW6823'LINE ROAD, 4 FT. NORTHWEST OF THE NORTHWEST CORNER CATCH BASIN, 2 FT.
 EW6823'NORTH OF NORTH END RETAINING WALL, 0.6 MILES NORTHWEST OF BM N 576.
 EW6823
 EW6823                          STATION RECOVERY (1989)
 EW6823
 EW6823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6823'THERE HAS BEEN A LANDSLIDE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6824 ***********************************************************************
 EW6824  DESIGNATION -  64 3
 EW6824  PID         -  EW6824
 EW6824  STATE/COUNTY-  CA/LOS ANGELES
 EW6824  USGS QUAD   -  MALIBU BEACH (1995)
 EW6824
 EW6824                         *CURRENT SURVEY CONTROL
 EW6824  ___________________________________________________________________
 EW6824* NAD 83(1986)-  34 02 33.     (N)    118 38 33.     (W)     SCALED    
 EW6824* NAVD 88     -       134.496  (meters)     441.26   (feet)  READJUSTED
 EW6824  ___________________________________________________________________
 EW6824  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 EW6824  DYNAMIC HT  -         134.360 (meters)     440.81  (feet)  COMP
 EW6824  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 EW6824
 EW6824  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW6824
 EW6824.The horizontal coordinates were scaled from a topographic map and have
 EW6824.an estimated accuracy of +/- 6 seconds.
 EW6824
 EW6824.The orthometric height was determined by differential leveling
 EW6824.and adjusted in February 1993.
 EW6824.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW6824.mark was located on a no-check spur therefore a value was not computed.
 EW6824.The height was derived from older observations constrained to new
 EW6824.heights in a crustal motion area.  The height is approximate in
 EW6824.relation to other heights in its vicinity.
 EW6824.No vertical observational check was made to the station.
 EW6824
 EW6824.The geoid height was determined by GEOID03.
 EW6824
 EW6824.The dynamic height is computed by dividing the NAVD 88
 EW6824.geopotential number by the normal gravity value computed on the
 EW6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6824.degrees latitude (g = 980.6199 gals.).
 EW6824
 EW6824.The modeled gravity was interpolated from observed gravity values.
 EW6824
 EW6824;                    North         East    Units  Estimated Accuracy
 EW6824;SPC CA 5     -   560,370.    1,940,670.      MT  (+/- 180 meters Scaled)
 EW6824
 EW6824                          SUPERSEDED SURVEY CONTROL
 EW6824
 EW6824  NGVD 29 (??/??/92)  133.724  (m)          438.73   (f) ADJ UNCH    1 1
 EW6824
 EW6824.Superseded values are not recommended for survey control.
 EW6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6824.See file dsdata.txt to determine how the superseded data were derived.
 EW6824
 EW6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT483680(NAD 83)
 EW6824_MARKER: DB = BENCH MARK DISK
 EW6824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6824_SP_SET: CONCRETE POST
 EW6824_STAMPING: BM 64-3 1963 5869
 EW6824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6824+STABILITY: SURFACE MOTION
 EW6824
 EW6824  HISTORY     - Date     Condition        Report By
 EW6824  HISTORY     - 1963     MONUMENTED       CA-037
 EW6824  HISTORY     - 1978     GOOD             NGS
 EW6824  HISTORY     - 19890515 MARK NOT FOUND   NGS
 EW6824
 EW6824                          STATION DESCRIPTION
 EW6824
 EW6824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6824'1.0 MI NW FROM MALIBU.
 EW6824'1.0 MILES NORTHWEST UPHILL ALONG RAMBLA PACIFICO ROAD LOCATED ON THE
 EW6824'NORTH SIDE OF ROAD ACROSS THE ROAD FROM DRIVEWAY TO HOUSE NUMBER 3375,
 EW6824'AND AT AN OVERHEAD POWER LINE CROSSING, 39 FT. WEST OF CATCH BASIN
 EW6824'NUMBER 2.92, 30 FT. NORTH THE CENTER LINE ROAD.
 EW6824
 EW6824                          STATION RECOVERY (1989)
 EW6824
 EW6824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6824'THERE IS A LARGE ROCK PILE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1898 ***********************************************************************
 JT1898  DESIGNATION -  64 3
 JT1898  PID         -  JT1898
 JT1898  STATE/COUNTY-  CA/NAPA
 JT1898  USGS QUAD   -  MT GEORGE (1973)
 JT1898
 JT1898                         *CURRENT SURVEY CONTROL
 JT1898  ___________________________________________________________________
 JT1898* NAD 83(1986)-  38 16 57.     (N)    122 14 54.     (W)     SCALED    
 JT1898* NAVD 88     -        35.92   (+/-2cm)     117.8    (feet)  VERTCON   
 JT1898  ___________________________________________________________________
 JT1898  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1898  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1898
 JT1898.The horizontal coordinates were scaled from a topographic map and have
 JT1898.an estimated accuracy of +/- 6 seconds.
 JT1898
 JT1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1898.The vertical order pertains to the NGVD 29 superseded value.
 JT1898
 JT1898.The geoid height was determined by GEOID03.
 JT1898
 JT1898;                    North         East    Units  Estimated Accuracy
 JT1898;SPC CA 2     -   568,390.    1,978,270.      MT  (+/- 180 meters Scaled)
 JT1898
 JT1898                          SUPERSEDED SURVEY CONTROL
 JT1898
 JT1898  NGVD 29 (??/??/92)   35.13   (m)          115.3    (f) COMPUTED    1 1
 JT1898
 JT1898.Superseded values are not recommended for survey control.
 JT1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1898.See file dsdata.txt to determine how the superseded data were derived.
 JT1898
 JT1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH657374(NAD 83)
 JT1898_MARKER: DD = SURVEY DISK
 JT1898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1898_SP_SET: MASSIVE STRUCTURE
 JT1898_MARK LOGO: CA2330
 JT1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1898
 JT1898  HISTORY     - Date     Condition        Report By
 JT1898  HISTORY     - 1971     MONUMENTED       CA2330
 JT1898
 JT1898                          STATION DESCRIPTION
 JT1898
 JT1898'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1898'ALONG FOURTH AVENUE AT KREUSE CREEK BRIDGE, A BRASS CAP SET IN THE
 JT1898'SOUTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1880 ***********************************************************************
 JT1880  DESIGNATION -  64 4
 JT1880  PID         -  JT1880
 JT1880  STATE/COUNTY-  CA/NAPA
 JT1880  USGS QUAD   -  MT GEORGE (1973)
 JT1880
 JT1880                         *CURRENT SURVEY CONTROL
 JT1880  ___________________________________________________________________
 JT1880* NAD 83(1986)-  38 17 29.     (N)    122 14 30.     (W)     SCALED    
 JT1880* NAVD 88     -        31.25   (+/-2cm)     102.5    (feet)  VERTCON   
 JT1880  ___________________________________________________________________
 JT1880  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1880  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1880
 JT1880.The horizontal coordinates were scaled from a topographic map and have
 JT1880.an estimated accuracy of +/- 6 seconds.
 JT1880
 JT1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1880.The vertical order pertains to the NGVD 29 superseded value.
 JT1880
 JT1880.The geoid height was determined by GEOID03.
 JT1880
 JT1880;                    North         East    Units  Estimated Accuracy
 JT1880;SPC CA 2     -   569,380.    1,978,860.      MT  (+/- 180 meters Scaled)
 JT1880
 JT1880                          SUPERSEDED SURVEY CONTROL
 JT1880
 JT1880  NGVD 29 (??/??/92)   30.462  (m)           99.94   (f) ADJ UNCH    1 1
 JT1880
 JT1880.Superseded values are not recommended for survey control.
 JT1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1880.See file dsdata.txt to determine how the superseded data were derived.
 JT1880
 JT1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH663384(NAD 83)
 JT1880_MARKER: DD = SURVEY DISK
 JT1880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1880_SP_SET: MASSIVE STRUCTURE
 JT1880_MARK LOGO: CA2330
 JT1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1880
 JT1880  HISTORY     - Date     Condition        Report By
 JT1880  HISTORY     - 1971     MONUMENTED       CA2330
 JT1880
 JT1880                          STATION DESCRIPTION
 JT1880
 JT1880'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1880'ALONG FOURTH AVENUE AT TULUCAY CREEK BRIDGE, A BRASS CAP SET IN THE
 JT1880'NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5255 ***********************************************************************
 EW5255  DESIGNATION -  64 4 V CO
 EW5255  PID         -  EW5255
 EW5255  STATE/COUNTY-  CA/VENTURA
 EW5255  USGS QUAD   -  SANTA PAULA (1967)
 EW5255
 EW5255                         *CURRENT SURVEY CONTROL
 EW5255  ___________________________________________________________________
 EW5255* NAD 83(1986)-  34 20 40.     (N)    119 04 41.     (W)     SCALED    
 EW5255* NAVD 88     -        76.15   (+/-2cm)     249.8    (feet)  VERTCON   
 EW5255  ___________________________________________________________________
 EW5255  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EW5255  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5255
 EW5255.The horizontal coordinates were scaled from a topographic map and have
 EW5255.an estimated accuracy of +/- 6 seconds.
 EW5255
 EW5255.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5255.The vertical order pertains to the NGVD 29 superseded value.
 EW5255
 EW5255.The geoid height was determined by GEOID03.
 EW5255
 EW5255;                    North         East    Units  Estimated Accuracy
 EW5255;SPC CA 5     -   594,200.    1,900,820.      MT  (+/- 180 meters Scaled)
 EW5255
 EW5255                          SUPERSEDED SURVEY CONTROL
 EW5255
 EW5255  NGVD 29 (??/??/92)   75.38   (m)          247.3    (f) COMPUTED    1 1
 EW5255
 EW5255.Superseded values are not recommended for survey control.
 EW5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5255.See file dsdata.txt to determine how the superseded data were derived.
 EW5255
 EW5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU088023(NAD 83)
 EW5255_MARKER: DD = SURVEY DISK
 EW5255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5255_SP_SET: CURB
 EW5255_STAMPING: 1968 64-4
 EW5255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5255
 EW5255  HISTORY     - Date     Condition        Report By
 EW5255  HISTORY     - 1968     MONUMENTED       CA-111
 EW5255
 EW5255                          STATION DESCRIPTION
 EW5255
 EW5255'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1968
 EW5255'AT SANTA PAULA.
 EW5255'IN THE CITY OF SANTA PAULA AT THE INTERSECTION OF STECKEL ROAD AND
 EW5255'HARVARD BLVD., 35 FT E OF THE CENTERLINE OF STECKEL RD, 60 FT
 EW5255'PLUS OR MINUS S OF THE CENTERLINE OF HARVARD BLVD., A STANDARD
 EW5255'VENTURA COUNTY BENCH MARK STAMPED 1968 64-4, SET FLUSH IN 8 IN
 EW5255'CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9440 ***********************************************************************
 EW9440  DESIGNATION -  64 5
 EW9440  PID         -  EW9440
 EW9440  STATE/COUNTY-  CA/VENTURA
 EW9440  USGS QUAD   -  SANTA PAULA (1967)
 EW9440
 EW9440                         *CURRENT SURVEY CONTROL
 EW9440  ___________________________________________________________________
 EW9440* NAD 83(1986)-  34 20 50.     (N)    119 04 49.     (W)     SCALED    
 EW9440* NAVD 88     -        81.235  (meters)     266.52   (feet)  ADJUSTED  
 EW9440  ___________________________________________________________________
 EW9440  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EW9440  DYNAMIC HT  -          81.147 (meters)     266.23  (feet)  COMP
 EW9440  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 EW9440
 EW9440  VERT ORDER  -  FIRST     CLASS II
 EW9440
 EW9440.The horizontal coordinates were scaled from a topographic map and have
 EW9440.an estimated accuracy of +/- 6 seconds.
 EW9440
 EW9440.The orthometric height was determined by differential leveling
 EW9440.and adjusted in June 1991.
 EW9440
 EW9440.The geoid height was determined by GEOID03.
 EW9440
 EW9440.The dynamic height is computed by dividing the NAVD 88
 EW9440.geopotential number by the normal gravity value computed on the
 EW9440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9440.degrees latitude (g = 980.6199 gals.).
 EW9440
 EW9440.The modeled gravity was interpolated from observed gravity values.
 EW9440
 EW9440;                    North         East    Units  Estimated Accuracy
 EW9440;SPC CA 5     -   594,510.    1,900,610.      MT  (+/- 180 meters Scaled)
 EW9440
 EW9440                          SUPERSEDED SURVEY CONTROL
 EW9440
 EW9440.No superseded survey control is available for this station.
 EW9440
 EW9440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU086026(NAD 83)
 EW9440_MARKER: DD = SURVEY DISK
 EW9440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9440_SP_SET: CURB
 EW9440_STAMPING: 64-5 1968
 EW9440_MARK LOGO: CA-111
 EW9440_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9440+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1989
 EW9440
 EW9440  HISTORY     - Date     Condition        Report By
 EW9440  HISTORY     - 1968     MONUMENTED       CA-111
 EW9440  HISTORY     - 19890421 GOOD             NGS
 EW9440
 EW9440                          STATION DESCRIPTION
 EW9440
 EW9440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9440'IN SANTA PAULA, AT THE INTERSECTION OF MAIN STREET AND STECKEL DRIVE
 EW9440'AS PER SIGN, IN TOP OF A CONCRETE CURB.  17.9 M (58.7 FT) NORTHEAST
 EW9440'OF THE CENTERLINE OF STECKEL DRIVE, 9.  5 M (16.4 FT) SOUTHEAST OF
 EW9440'THE CENTERLINE OF THE STREET, 0.2 M (0.7 FT) ABOVE THE STREET
 EW9440'SURFACE, 0.1 M (0.3 FT) SOUTHEAST OF A CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6826 ***********************************************************************
 EW6826  DESIGNATION -  64 6 B
 EW6826  PID         -  EW6826
 EW6826  STATE/COUNTY-  CA/LOS ANGELES
 EW6826  USGS QUAD   -  MALIBU BEACH (1995)
 EW6826
 EW6826                         *CURRENT SURVEY CONTROL
 EW6826  ___________________________________________________________________
 EW6826* NAD 83(1986)-  34 03 03.     (N)    118 38 43.     (W)     SCALED    
 EW6826* NAVD 88     -       261.582  (meters)     858.21   (feet)  READJUSTED
 EW6826  ___________________________________________________________________
 EW6826  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 EW6826  DYNAMIC HT  -         261.300 (meters)     857.28  (feet)  COMP
 EW6826  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 EW6826
 EW6826  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW6826
 EW6826.The horizontal coordinates were scaled from a topographic map and have
 EW6826.an estimated accuracy of +/- 6 seconds.
 EW6826
 EW6826.The orthometric height was determined by differential leveling
 EW6826.and adjusted in February 1993.
 EW6826.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW6826.mark was located on a no-check spur therefore a value was not computed.
 EW6826.The height was derived from older observations constrained to new
 EW6826.heights in a crustal motion area.  The height is approximate in
 EW6826.relation to other heights in its vicinity.
 EW6826.No vertical observational check was made to the station.
 EW6826
 EW6826.The geoid height was determined by GEOID03.
 EW6826
 EW6826.The dynamic height is computed by dividing the NAVD 88
 EW6826.geopotential number by the normal gravity value computed on the
 EW6826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6826.degrees latitude (g = 980.6199 gals.).
 EW6826
 EW6826.The modeled gravity was interpolated from observed gravity values.
 EW6826
 EW6826;                    North         East    Units  Estimated Accuracy
 EW6826;SPC CA 5     -   561,290.    1,940,420.      MT  (+/- 180 meters Scaled)
 EW6826
 EW6826                          SUPERSEDED SURVEY CONTROL
 EW6826
 EW6826.No superseded survey control is available for this station.
 EW6826
 EW6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT481690(NAD 83)
 EW6826_MARKER: DB = BENCH MARK DISK
 EW6826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6826_SP_SET: CATCH BASIN
 EW6826_STAMPING: 64-6B 1974 RE 7078
 EW6826_MARK LOGO: CA-037
 EW6826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6826+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1989
 EW6826
 EW6826  HISTORY     - Date     Condition        Report By
 EW6826  HISTORY     - 1974     MONUMENTED       CA-037
 EW6826  HISTORY     - 1978     GOOD             NGS
 EW6826  HISTORY     - 19890511 GOOD             NGS
 EW6826
 EW6826                          STATION DESCRIPTION
 EW6826
 EW6826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6826'2 MI NW FROM MALIBU.
 EW6826'1.95 MILES NORTHWEST UPHILL ALONG RAMBLA PACIFICO ROAD AT CULVERT
 EW6826'NUMBER 1.93, IN TOP THE EAST CORNER OF A 4 BY 4-FT. CATCH BASIN, 25
 EW6826'FT. NORTHEAST THE CENTER LINE ROAD, 0.1 MILES NORTHWEST OF T-JUNCTION
 EW6826'HUME ROAD.
 EW6826
 EW6826                          STATION RECOVERY (1989)
 EW6826
 EW6826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1904 ***********************************************************************
 JT1904  DESIGNATION -  64 A
 JT1904  PID         -  JT1904
 JT1904  STATE/COUNTY-  CA/NAPA
 JT1904  USGS QUAD   -  NAPA (1980)
 JT1904
 JT1904                         *CURRENT SURVEY CONTROL
 JT1904  ___________________________________________________________________
 JT1904* NAD 83(1986)-  38 16 48.     (N)    122 16 07.     (W)     SCALED    
 JT1904* NAVD 88     -        15.73   (+/-2cm)      51.6    (feet)  VERTCON   
 JT1904  ___________________________________________________________________
 JT1904  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1904  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1904
 JT1904.The horizontal coordinates were scaled from a topographic map and have
 JT1904.an estimated accuracy of +/- 6 seconds.
 JT1904
 JT1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1904.The vertical order pertains to the NGVD 29 superseded value.
 JT1904
 JT1904.The geoid height was determined by GEOID03.
 JT1904
 JT1904;                    North         East    Units  Estimated Accuracy
 JT1904;SPC CA 2     -   568,120.    1,976,500.      MT  (+/- 180 meters Scaled)
 JT1904
 JT1904                          SUPERSEDED SURVEY CONTROL
 JT1904
 JT1904  NGVD 29 (??/??/92)   14.96   (m)           49.1    (f) COMPUTED    1 1
 JT1904
 JT1904.Superseded values are not recommended for survey control.
 JT1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1904.See file dsdata.txt to determine how the superseded data were derived.
 JT1904
 JT1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639371(NAD 83)
 JT1904_MARKER: DD = SURVEY DISK
 JT1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1904_SP_SET: CONCRETE POST
 JT1904_MARK LOGO: CA2330
 JT1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1904+STABILITY: SURFACE MOTION
 JT1904
 JT1904  HISTORY     - Date     Condition        Report By
 JT1904  HISTORY     - 1971     MONUMENTED       CA2330
 JT1904
 JT1904                          STATION DESCRIPTION
 JT1904
 JT1904'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1904'AT INTERSECTION OF IMOLA AVENUE AND TERRACE AVENUE, A WELL TYPE
 JT1904'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1903 ***********************************************************************
 JT1903  DESIGNATION -  64 B
 JT1903  PID         -  JT1903
 JT1903  STATE/COUNTY-  CA/NAPA
 JT1903  USGS QUAD   -  NAPA (1980)
 JT1903
 JT1903                         *CURRENT SURVEY CONTROL
 JT1903  ___________________________________________________________________
 JT1903* NAD 83(1986)-  38 16 47.     (N)    122 15 49.     (W)     SCALED    
 JT1903* NAVD 88     -        23.89   (+/-2cm)      78.4    (feet)  VERTCON   
 JT1903  ___________________________________________________________________
 JT1903  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT1903  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1903
 JT1903.The horizontal coordinates were scaled from a topographic map and have
 JT1903.an estimated accuracy of +/- 6 seconds.
 JT1903
 JT1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1903.The vertical order pertains to the NGVD 29 superseded value.
 JT1903
 JT1903.The geoid height was determined by GEOID03.
 JT1903
 JT1903;                    North         East    Units  Estimated Accuracy
 JT1903;SPC CA 2     -   568,090.    1,976,930.      MT  (+/- 180 meters Scaled)
 JT1903
 JT1903                          SUPERSEDED SURVEY CONTROL
 JT1903
 JT1903  NGVD 29 (??/??/92)   23.106  (m)           75.81   (f) ADJ UNCH    1 1
 JT1903
 JT1903.Superseded values are not recommended for survey control.
 JT1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1903.See file dsdata.txt to determine how the superseded data were derived.
 JT1903
 JT1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH644371(NAD 83)
 JT1903_MARKER: DD = SURVEY DISK
 JT1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1903_SP_SET: CONCRETE POST
 JT1903_MARK LOGO: CA2330
 JT1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1903+STABILITY: SURFACE MOTION
 JT1903
 JT1903  HISTORY     - Date     Condition        Report By
 JT1903  HISTORY     - 1971     MONUMENTED       CA2330
 JT1903
 JT1903                          STATION DESCRIPTION
 JT1903
 JT1903'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1903'AT INTERSECTION OF IMOLA AVENUE AND SHURTLEFF AVENUE, 10 FEET BY 10 FT
 JT1903'(3.0 M) NORTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0772 ***********************************************************************
 HS0772  DESIGNATION -  64 B USGS
 HS0772  PID         -  HS0772
 HS0772  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0772  USGS QUAD   -  AVENA (1994)
 HS0772
 HS0772                         *CURRENT SURVEY CONTROL
 HS0772  ___________________________________________________________________
 HS0772* NAD 83(1986)-  37 49 38.     (N)    121 06 31.     (W)     SCALED    
 HS0772* NAVD 88     -        19.82   (+/-2cm)      65.0    (feet)  VERTCON   
 HS0772  ___________________________________________________________________
 HS0772  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 HS0772  VERT ORDER  -  THIRD (See Below)
 HS0772
 HS0772.The horizontal coordinates were scaled from a topographic map and have
 HS0772.an estimated accuracy of +/- 6 seconds.
 HS0772
 HS0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0772.The vertical order pertains to the NGVD 29 superseded value.
 HS0772
 HS0772.The geoid height was determined by GEOID03.
 HS0772
 HS0772;                    North         East    Units  Estimated Accuracy
 HS0772;SPC CA 3     -   647,470.    1,946,420.      MT  (+/- 180 meters Scaled)
 HS0772
 HS0772                          SUPERSEDED SURVEY CONTROL
 HS0772
 HS0772  NGVD 29 (??/??/??)   19.10   (m)           62.7    (f) RESET       3  
 HS0772
 HS0772.Superseded values are not recommended for survey control.
 HS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0772.See file dsdata.txt to determine how the superseded data were derived.
 HS0772
 HS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG664883(NAD 83)
 HS0772_MARKER: P = PIPE CAP
 HS0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0772_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0772_STAMPING: 64 B 1911
 HS0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0772
 HS0772  HISTORY     - Date     Condition        Report By
 HS0772  HISTORY     - 1911     MONUMENTED       USGS
 HS0772  HISTORY     - 1963     GOOD             NGS
 HS0772
 HS0772                          STATION DESCRIPTION
 HS0772
 HS0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS0772'2.7 MI NW FROM SIMMS.
 HS0772'0.7 MILE WEST ALONG STATE HIGHWAY NO. 120 FROM RIPON FIRE DEPARTMENT
 HS0772'STATION NO. 2 AT SIMMS, THENCE 2.0 MILES NORTH ALONG MURPHY ROAD,
 HS0772'40 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF LONE TREE
 HS0772'ROAD, 31 FEET WEST OF THE CENTER LINE OF MURPHY ROAD, 24 FEET NORTH
 HS0772'OF THE CENTER LINE OF LONE TREE ROAD, 5.0 FEET NORTHWEST OF A
 HS0772'POWER POLE, 1.1 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 HS0772'THAN THE ROADS, AND A BRASS CAP FASTENED TO THE TOP OF AN IRON
 HS0772'PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1901 ***********************************************************************
 JT1901  DESIGNATION -  64 C
 JT1901  PID         -  JT1901
 JT1901  STATE/COUNTY-  CA/NAPA
 JT1901  USGS QUAD   -  NAPA (1980)
 JT1901
 JT1901                         *CURRENT SURVEY CONTROL
 JT1901  ___________________________________________________________________
 JT1901* NAD 83(1986)-  38 16 47.     (N)    122 15 32.     (W)     SCALED    
 JT1901* NAVD 88     -        27.71   (+/-2cm)      90.9    (feet)  VERTCON   
 JT1901  ___________________________________________________________________
 JT1901  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT1901  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1901
 JT1901.The horizontal coordinates were scaled from a topographic map and have
 JT1901.an estimated accuracy of +/- 6 seconds.
 JT1901
 JT1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1901.The vertical order pertains to the NGVD 29 superseded value.
 JT1901
 JT1901.The geoid height was determined by GEOID03.
 JT1901
 JT1901;                    North         East    Units  Estimated Accuracy
 JT1901;SPC CA 2     -   568,090.    1,977,350.      MT  (+/- 180 meters Scaled)
 JT1901
 JT1901                          SUPERSEDED SURVEY CONTROL
 JT1901
 JT1901  NGVD 29 (??/??/92)   26.93   (m)           88.4    (f) COMPUTED    1 1
 JT1901
 JT1901.Superseded values are not recommended for survey control.
 JT1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1901.See file dsdata.txt to determine how the superseded data were derived.
 JT1901
 JT1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH648371(NAD 83)
 JT1901_MARKER: DD = SURVEY DISK
 JT1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1901_SP_SET: CONCRETE POST
 JT1901_MARK LOGO: CA2330
 JT1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1901+STABILITY: SURFACE MOTION
 JT1901
 JT1901  HISTORY     - Date     Condition        Report By
 JT1901  HISTORY     - 1971     MONUMENTED       CA2330
 JT1901
 JT1901                          STATION DESCRIPTION
 JT1901
 JT1901'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1901'AT INTERSECTION OF IMOLA AND NAVARRE STREET, A WELL TYPE CONCRETE
 JT1901'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1900 ***********************************************************************
 JT1900  DESIGNATION -  64 D
 JT1900  PID         -  JT1900
 JT1900  STATE/COUNTY-  CA/NAPA
 JT1900  USGS QUAD   -  NAPA (1980)
 JT1900
 JT1900                         *CURRENT SURVEY CONTROL
 JT1900  ___________________________________________________________________
 JT1900* NAD 83(1986)-  38 16 47.     (N)    122 15 17.     (W)     SCALED    
 JT1900* NAVD 88     -        36.85   (+/-2cm)     120.9    (feet)  VERTCON   
 JT1900  ___________________________________________________________________
 JT1900  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1900  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1900
 JT1900.The horizontal coordinates were scaled from a topographic map and have
 JT1900.an estimated accuracy of +/- 6 seconds.
 JT1900
 JT1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1900.The vertical order pertains to the NGVD 29 superseded value.
 JT1900
 JT1900.The geoid height was determined by GEOID03.
 JT1900
 JT1900;                    North         East    Units  Estimated Accuracy
 JT1900;SPC CA 2     -   568,090.    1,977,710.      MT  (+/- 180 meters Scaled)
 JT1900
 JT1900                          SUPERSEDED SURVEY CONTROL
 JT1900
 JT1900  NGVD 29 (??/??/92)   36.07   (m)          118.3    (f) COMPUTED    1 1
 JT1900
 JT1900.Superseded values are not recommended for survey control.
 JT1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1900.See file dsdata.txt to determine how the superseded data were derived.
 JT1900
 JT1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH651371(NAD 83)
 JT1900_MARKER: DD = SURVEY DISK
 JT1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1900_SP_SET: CONCRETE POST
 JT1900_MARK LOGO: CA2330
 JT1900_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1900+STABILITY: SURFACE MOTION
 JT1900
 JT1900  HISTORY     - Date     Condition        Report By
 JT1900  HISTORY     - 1971     MONUMENTED       CA2330
 JT1900
 JT1900                          STATION DESCRIPTION
 JT1900
 JT1900'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1900'AT INTERSECTION OF IMOLA AND PENNY LANE, A WELL TYPE CONCRETE MONUMENT
 JT1900'WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1899 ***********************************************************************
 JT1899  DESIGNATION -  64 E
 JT1899  PID         -  JT1899
 JT1899  STATE/COUNTY-  CA/NAPA
 JT1899  USGS QUAD   -  MT GEORGE (1973)
 JT1899
 JT1899                         *CURRENT SURVEY CONTROL
 JT1899  ___________________________________________________________________
 JT1899* NAD 83(1986)-  38 16 48.     (N)    122 15 01.     (W)     SCALED    
 JT1899* NAVD 88     -        44.58   (+/-2cm)     146.3    (feet)  VERTCON   
 JT1899  ___________________________________________________________________
 JT1899  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1899  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1899
 JT1899.The horizontal coordinates were scaled from a topographic map and have
 JT1899.an estimated accuracy of +/- 6 seconds.
 JT1899
 JT1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1899.The vertical order pertains to the NGVD 29 superseded value.
 JT1899
 JT1899.The geoid height was determined by GEOID03.
 JT1899
 JT1899;                    North         East    Units  Estimated Accuracy
 JT1899;SPC CA 2     -   568,120.    1,978,100.      MT  (+/- 180 meters Scaled)
 JT1899
 JT1899                          SUPERSEDED SURVEY CONTROL
 JT1899
 JT1899  NGVD 29 (??/??/92)   43.80   (m)          143.7    (f) COMPUTED    1 1
 JT1899
 JT1899.Superseded values are not recommended for survey control.
 JT1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1899.See file dsdata.txt to determine how the superseded data were derived.
 JT1899
 JT1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH655371(NAD 83)
 JT1899_MARKER: DD = SURVEY DISK
 JT1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1899_SP_SET: CONCRETE POST
 JT1899_MARK LOGO: CA2330
 JT1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1899+STABILITY: SURFACE MOTION
 JT1899
 JT1899  HISTORY     - Date     Condition        Report By
 JT1899  HISTORY     - 1971     MONUMENTED       CA2330
 JT1899
 JT1899                          STATION DESCRIPTION
 JT1899
 JT1899'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1899'ALONG IMOLA, WEST OF FOURTH AVENUE, ON NORTH SIDE AT TOP OF BANK, A
 JT1899'CONCRETE MONUMENT WITH METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9168 ***********************************************************************
 JT9168  DESIGNATION -  64 F
 JT9168  PID         -  JT9168
 JT9168  STATE/COUNTY-  CA/NAPA
 JT9168  USGS QUAD   -  MT GEORGE (1973)
 JT9168
 JT9168                         *CURRENT SURVEY CONTROL
 JT9168  ___________________________________________________________________
 JT9168* NAD 83(1986)-  38 17 00.     (N)    122 14 52.     (W)     SCALED    
 JT9168* NAVD 88     -        43.02   (+/-2cm)     141.1    (feet)  VERTCON   
 JT9168  ___________________________________________________________________
 JT9168  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9168  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9168
 JT9168.The horizontal coordinates were scaled from a topographic map and have
 JT9168.an estimated accuracy of +/- 6 seconds.
 JT9168
 JT9168.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9168.The vertical order pertains to the NGVD 29 superseded value.
 JT9168
 JT9168.The geoid height was determined by GEOID03.
 JT9168
 JT9168;                    North         East    Units  Estimated Accuracy
 JT9168;SPC CA 2     -   568,480.    1,978,320.      MT  (+/- 180 meters Scaled)
 JT9168
 JT9168                          SUPERSEDED SURVEY CONTROL
 JT9168
 JT9168  NGVD 29 (??/??/92)   42.237  (m)          138.57   (f) ADJ UNCH    1 1
 JT9168
 JT9168.Superseded values are not recommended for survey control.
 JT9168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9168.See file dsdata.txt to determine how the superseded data were derived.
 JT9168
 JT9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH657375(NAD 83)
 JT9168_MARKER: DD = SURVEY DISK
 JT9168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9168_SP_SET: CONCRETE POST
 JT9168_MARK LOGO: CA2330
 JT9168_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9168+STABILITY: SURFACE MOTION
 JT9168
 JT9168  HISTORY     - Date     Condition        Report By
 JT9168  HISTORY     - 1971     MONUMENTED       CA2330
 JT9168
 JT9168                          STATION DESCRIPTION
 JT9168
 JT9168'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9168'ALONG FOURTH AVENUE AT NO. 1300, WEST OF EP, A WELL TYPE CONCRETE
 JT9168'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5843 ***********************************************************************
 EW5843  DESIGNATION -  64 FMK USGS
 EW5843  PID         -  EW5843
 EW5843  STATE/COUNTY-  CA/VENTURA
 EW5843  USGS QUAD   -  VENTURA (1967)
 EW5843
 EW5843                         *CURRENT SURVEY CONTROL
 EW5843  ___________________________________________________________________
 EW5843* NAD 83(1986)-  34 18 12.     (N)    119 17 37.     (W)     SCALED    
 EW5843* NAVD 88     -        32.771  (meters)     107.52   (feet)  ADJUSTED  
 EW5843  ___________________________________________________________________
 EW5843  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 EW5843  DYNAMIC HT  -          32.736 (meters)     107.40  (feet)  COMP
 EW5843  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 EW5843  OBS GRAVITY -     979,585.7   (mgal)                       GRAV_OBS
 EW5843
 EW5843  VERT ORDER  -  FIRST     CLASS I
 EW5843
 EW5843.The horizontal coordinates were scaled from a topographic map and have
 EW5843.an estimated accuracy of +/- 6 seconds.
 EW5843
 EW5843.The orthometric height was determined by differential leveling
 EW5843.and adjusted in June 1991.
 EW5843
 EW5843.The geoid height was determined by GEOID03.
 EW5843
 EW5843.The dynamic height is computed by dividing the NAVD 88
 EW5843.geopotential number by the normal gravity value computed on the
 EW5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5843.degrees latitude (g = 980.6199 gals.).
 EW5843
 EW5843.The modeled gravity was interpolated from observed gravity values.
 EW5843.The observed gravity was obtained from relative gravimeter ties
 EW5843.to the IGSN71 gravity network.
 EW5843
 EW5843;                    North         East    Units  Estimated Accuracy
 EW5843;SPC CA 5     -   589,880.    1,880,930.      MT  (+/- 180 meters Scaled)
 EW5843
 EW5843                          SUPERSEDED SURVEY CONTROL
 EW5843
 EW5843  NGVD 29 (??/??/92)   32.017  (m)          105.04   (f) ADJ UNCH    1 1
 EW5843
 EW5843.Superseded values are not recommended for survey control.
 EW5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5843.See file dsdata.txt to determine how the superseded data were derived.
 EW5843
 EW5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT889981(NAD 83)
 EW5843_MARKER: DB = BENCH MARK DISK
 EW5843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5843_SP_SET: CURB
 EW5843_STAMPING: 64 FMK 1973
 EW5843
 EW5843  HISTORY     - Date     Condition        Report By
 EW5843  HISTORY     - UNK      MONUMENTED
 EW5843  HISTORY     - 1977     GOOD             NGS
 EW5843  HISTORY     - 1983     GOOD             USGS
 EW5843
 EW5843                          STATION DESCRIPTION
 EW5843
 EW5843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5843'VENTURA.
 EW5843'AT THE JUNCTION OF VENTURA AVENUE AND BARRY DRIVE, 54.2 FT. SOUTH OF
 EW5843'A POWER POLE, 25.0 FT. EAST OF VENTURA AVENUE, 21.0 FT. NORTH OF BARRY
 EW5843'DRIVE, 4.0 FT. WEST OF A 2-INCH STEEL POLE SUPPORTING A STOP SIGN AND
 EW5843'STREET NAME SIGN, IN THE TOP OF A 5-INCH CURB.
 EW5843
 EW5843                          STATION RECOVERY (1983)
 EW5843
 EW5843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1896 ***********************************************************************
 JT1896  DESIGNATION -  64 G
 JT1896  PID         -  JT1896
 JT1896  STATE/COUNTY-  CA/NAPA
 JT1896  USGS QUAD   -  MT GEORGE (1973)
 JT1896
 JT1896                         *CURRENT SURVEY CONTROL
 JT1896  ___________________________________________________________________
 JT1896* NAD 83(1986)-  38 17 14.     (N)    122 14 49.     (W)     SCALED    
 JT1896* NAVD 88     -        37.94   (+/-2cm)     124.5    (feet)  VERTCON   
 JT1896  ___________________________________________________________________
 JT1896  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT1896  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1896
 JT1896.The horizontal coordinates were scaled from a topographic map and have
 JT1896.an estimated accuracy of +/- 6 seconds.
 JT1896
 JT1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1896.The vertical order pertains to the NGVD 29 superseded value.
 JT1896
 JT1896.The geoid height was determined by GEOID03.
 JT1896
 JT1896;                    North         East    Units  Estimated Accuracy
 JT1896;SPC CA 2     -   568,920.    1,978,400.      MT  (+/- 180 meters Scaled)
 JT1896
 JT1896                          SUPERSEDED SURVEY CONTROL
 JT1896
 JT1896  NGVD 29 (??/??/92)   37.157  (m)          121.91   (f) ADJ UNCH    1 1
 JT1896
 JT1896.Superseded values are not recommended for survey control.
 JT1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1896.See file dsdata.txt to determine how the superseded data were derived.
 JT1896
 JT1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH658379(NAD 83)
 JT1896_MARKER: DD = SURVEY DISK
 JT1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1896_SP_SET: CONCRETE POST
 JT1896_MARK LOGO: CA2330
 JT1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1896+STABILITY: SURFACE MOTION
 JT1896
 JT1896  HISTORY     - Date     Condition        Report By
 JT1896  HISTORY     - 1971     MONUMENTED       CA2330
 JT1896
 JT1896                          STATION DESCRIPTION
 JT1896
 JT1896'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1896'ALONG FOURTH AVENUE, NORTH OF KREUSE CREEK AT BEND, IN NORTHWEST
 JT1896'SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1879 ***********************************************************************
 JT1879  DESIGNATION -  64 H
 JT1879  PID         -  JT1879
 JT1879  STATE/COUNTY-  CA/NAPA
 JT1879  USGS QUAD   -  MT GEORGE (1973)
 JT1879
 JT1879                         *CURRENT SURVEY CONTROL
 JT1879  ___________________________________________________________________
 JT1879* NAD 83(1986)-  38 17 14.     (N)    122 14 32.     (W)     SCALED    
 JT1879* NAVD 88     -        45.29   (+/-2cm)     148.6    (feet)  VERTCON   
 JT1879  ___________________________________________________________________
 JT1879  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1879  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1879
 JT1879.The horizontal coordinates were scaled from a topographic map and have
 JT1879.an estimated accuracy of +/- 6 seconds.
 JT1879
 JT1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1879.The vertical order pertains to the NGVD 29 superseded value.
 JT1879
 JT1879.The geoid height was determined by GEOID03.
 JT1879
 JT1879;                    North         East    Units  Estimated Accuracy
 JT1879;SPC CA 2     -   568,920.    1,978,810.      MT  (+/- 180 meters Scaled)
 JT1879
 JT1879                          SUPERSEDED SURVEY CONTROL
 JT1879
 JT1879  NGVD 29 (??/??/92)   44.498  (m)          145.99   (f) ADJ UNCH    1 1
 JT1879
 JT1879.Superseded values are not recommended for survey control.
 JT1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1879.See file dsdata.txt to determine how the superseded data were derived.
 JT1879
 JT1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH662379(NAD 83)
 JT1879_MARKER: DD = SURVEY DISK
 JT1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1879_SP_SET: CONCRETE POST
 JT1879_MARK LOGO: CA2330
 JT1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1879+STABILITY: SURFACE MOTION
 JT1879
 JT1879  HISTORY     - Date     Condition        Report By
 JT1879  HISTORY     - 1971     MONUMENTED       CA2330
 JT1879
 JT1879                          STATION DESCRIPTION
 JT1879
 JT1879'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1879'AT INTERSECTION OF FOURTH AVENUE AND KREUZER LANE, A WELL TYPE
 JT1879'CONCRETE MONUMENT WITH A BRASS CAP IN THE NORTHEAST CORNER OF
 JT1879'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1881 ***********************************************************************
 JT1881  DESIGNATION -  64 J
 JT1881  PID         -  JT1881
 JT1881  STATE/COUNTY-  CA/NAPA
 JT1881  USGS QUAD   -  MT GEORGE (1973)
 JT1881
 JT1881                         *CURRENT SURVEY CONTROL
 JT1881  ___________________________________________________________________
 JT1881* NAD 83(1986)-  38 17 25.     (N)    122 14 31.     (W)     SCALED    
 JT1881* NAVD 88     -        40.25   (+/-2cm)     132.1    (feet)  VERTCON   
 JT1881  ___________________________________________________________________
 JT1881  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1881  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1881
 JT1881.The horizontal coordinates were scaled from a topographic map and have
 JT1881.an estimated accuracy of +/- 6 seconds.
 JT1881
 JT1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1881.The vertical order pertains to the NGVD 29 superseded value.
 JT1881
 JT1881.The geoid height was determined by GEOID03.
 JT1881
 JT1881;                    North         East    Units  Estimated Accuracy
 JT1881;SPC CA 2     -   569,250.    1,978,830.      MT  (+/- 180 meters Scaled)
 JT1881
 JT1881                          SUPERSEDED SURVEY CONTROL
 JT1881
 JT1881  NGVD 29 (??/??/92)   39.462  (m)          129.47   (f) ADJ UNCH    1 1
 JT1881
 JT1881.Superseded values are not recommended for survey control.
 JT1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1881.See file dsdata.txt to determine how the superseded data were derived.
 JT1881
 JT1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH662382(NAD 83)
 JT1881_MARKER: DD = SURVEY DISK
 JT1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1881_SP_SET: CONCRETE POST
 JT1881_MARK LOGO: CA2330
 JT1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1881+STABILITY: SURFACE MOTION
 JT1881
 JT1881  HISTORY     - Date     Condition        Report By
 JT1881  HISTORY     - 1971     MONUMENTED       CA2330
 JT1881
 JT1881                          STATION DESCRIPTION
 JT1881
 JT1881'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1881'ALONG FOURTH AVENUE AT NO. 1089, EAST OF EP, A WELL TYPE CONCRETE
 JT1881'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9169 ***********************************************************************
 JT9169  DESIGNATION -  64 K
 JT9169  PID         -  JT9169
 JT9169  STATE/COUNTY-  CA/NAPA
 JT9169  USGS QUAD   -  MT GEORGE (1973)
 JT9169
 JT9169                         *CURRENT SURVEY CONTROL
 JT9169  ___________________________________________________________________
 JT9169* NAD 83(1986)-  38 17 42.     (N)    122 14 34.     (W)     SCALED    
 JT9169* NAVD 88     -        35.90   (+/-2cm)     117.8    (feet)  VERTCON   
 JT9169  ___________________________________________________________________
 JT9169  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT9169  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9169
 JT9169.The horizontal coordinates were scaled from a topographic map and have
 JT9169.an estimated accuracy of +/- 6 seconds.
 JT9169
 JT9169.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9169.The vertical order pertains to the NGVD 29 superseded value.
 JT9169
 JT9169.The geoid height was determined by GEOID03.
 JT9169
 JT9169;                    North         East    Units  Estimated Accuracy
 JT9169;SPC CA 2     -   569,780.    1,978,760.      MT  (+/- 180 meters Scaled)
 JT9169
 JT9169                          SUPERSEDED SURVEY CONTROL
 JT9169
 JT9169  NGVD 29 (??/??/92)   35.107  (m)          115.18   (f) ADJ UNCH    1 1
 JT9169
 JT9169.Superseded values are not recommended for survey control.
 JT9169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9169.See file dsdata.txt to determine how the superseded data were derived.
 JT9169
 JT9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH662388(NAD 83)
 JT9169_MARKER: DD = SURVEY DISK
 JT9169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9169_SP_SET: CONCRETE POST
 JT9169_MARK LOGO: CA2330
 JT9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9169+STABILITY: SURFACE MOTION
 JT9169
 JT9169  HISTORY     - Date     Condition        Report By
 JT9169  HISTORY     - 1971     MONUMENTED       CA2330
 JT9169
 JT9169                          STATION DESCRIPTION
 JT9169
 JT9169'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9169'AT INTERSECTION OF FOURTH AVENUE AND COOMBSVILLE ROAD, A WELL TYPE
 JT9169'CONCRETE MONUMENT WITH A BRASS CAP.
 JT9169'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1733 ***********************************************************************
 AE1733  DESIGNATION -  64 LLR
 AE1733  PID         -  AE1733
 AE1733  STATE/COUNTY-  CA/LOS ANGELES
 AE1733  USGS QUAD   -  VENICE (1981)
 AE1733
 AE1733                         *CURRENT SURVEY CONTROL
 AE1733  ___________________________________________________________________
 AE1733* NAD 83(1986)-  33 59 48.     (N)    118 23 47.     (W)     SCALED    
 AE1733* NAVD 88     -         9.811  (meters)      32.19   (feet)  ADJUSTED  
 AE1733  ___________________________________________________________________
 AE1733  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 AE1733  DYNAMIC HT  -           9.801 (meters)      32.16  (feet)  COMP
 AE1733  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 AE1733
 AE1733  VERT ORDER  -  FIRST     CLASS II
 AE1733
 AE1733.The horizontal coordinates were scaled from a topographic map and have
 AE1733.an estimated accuracy of +/- 6 seconds.
 AE1733
 AE1733.The orthometric height was determined by differential leveling
 AE1733.and adjusted in October 1997.
 AE1733
 AE1733.The geoid height was determined by GEOID03.
 AE1733
 AE1733.The dynamic height is computed by dividing the NAVD 88
 AE1733.geopotential number by the normal gravity value computed on the
 AE1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1733.degrees latitude (g = 980.6199 gals.).
 AE1733
 AE1733.The modeled gravity was interpolated from observed gravity values.
 AE1733
 AE1733;                    North         East    Units  Estimated Accuracy
 AE1733;SPC CA 5     -   555,170.    1,963,380.      MT  (+/- 180 meters Scaled)
 AE1733
 AE1733                          SUPERSEDED SURVEY CONTROL
 AE1733
 AE1733.No superseded survey control is available for this station.
 AE1733
 AE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT710626(NAD 83)
 AE1733_MARKER: DB = BENCH MARK DISK
 AE1733_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1733_SP_SET: CURB
 AE1733_STAMPING: 64 LLR 1967
 AE1733_MARK LOGO: MWDSC 
 AE1733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1733+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AE1733
 AE1733  HISTORY     - Date     Condition        Report By
 AE1733  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1733  HISTORY     - 19960725 GOOD             MWDSC
 AE1733
 AE1733                          STATION DESCRIPTION
 AE1733
 AE1733'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (JDG)
 AE1733'LOS ANGELES, CA, FROM 405 FWY GO SOUTH TO JEFFERSON BLVD.  EXIT AT
 AE1733'JEFFERSON BLVD AND GO NORTH 0.7 MI (1.1 KM) TO SEPULVEDA BLVD.  GO
 AE1733'NORTHWEST ON SEPULVEDA BLVD TO THE Y-JUNCTION OF SEPULVEDA AND
 AE1733'JEFFERSON BLVD.  MONUMENT IS ON THE WEST SIDE OF JEFFERSON, JUST NORTH
 AE1733'OF SAID JUNCTION, 15 FT (4.6 M) SOUTH OF RESTAURANT DRIVEWAY AND 17 FT
 AE1733'(5.2 M) EAST OF BLOCK WALL.  FOUND A STANDARD 3.25 INCH MWD BCM
 AE1733'STAMPED 64 LLR 1967 FLUSH ON THE TOP OF CURB.  REF MWD FB 4034 01 085.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1405 ***********************************************************************
 JT1405  DESIGNATION -  64 M
 JT1405  PID         -  JT1405
 JT1405  STATE/COUNTY-  CA/SONOMA
 JT1405  USGS QUAD   -  DUNCANS MILLS (1979)
 JT1405
 JT1405                         *CURRENT SURVEY CONTROL
 JT1405  ___________________________________________________________________
 JT1405* NAD 83(1986)-  38 27 06.     (N)    123 07 29.     (W)     SCALED    
 JT1405* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 JT1405  ___________________________________________________________________
 JT1405  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JT1405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1405
 JT1405.The horizontal coordinates were scaled from a topographic map and have
 JT1405.an estimated accuracy of +/- 6 seconds.
 JT1405
 JT1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1405.The vertical order pertains to the NGVD 29 superseded value.
 JT1405
 JT1405.The geoid height was determined by GEOID03.
 JT1405
 JT1405;                    North         East    Units  Estimated Accuracy
 JT1405;SPC CA 2     -   587,750.    1,901,830.      MT  (+/- 180 meters Scaled)
 JT1405
 JT1405                          SUPERSEDED SURVEY CONTROL
 JT1405
 JT1405  NGVD 29 (??/??/92)   18.47   (m)           60.6    (f) COMPUTED    2 0
 JT1405
 JT1405.Superseded values are not recommended for survey control.
 JT1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1405.See file dsdata.txt to determine how the superseded data were derived.
 JT1405
 JT1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH891559(NAD 83)
 JT1405_MARKER: DD = SURVEY DISK
 JT1405_SETTING: 66 = SET IN ROCK OUTCROP
 JT1405_SP_SET: ROCK OUTCROP
 JT1405_STAMPING: 59 64 M 1933
 JT1405_MARK LOGO: USGS  
 JT1405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT1405+STABILITY: POSITION/ELEVATION WELL
 JT1405
 JT1405  HISTORY     - Date     Condition        Report By
 JT1405  HISTORY     - 1933     MONUMENTED       USGS
 JT1405  HISTORY     - 1942     GOOD             CGS
 JT1405  HISTORY     - 1959     MARK NOT FOUND   CGS
 JT1405
 JT1405                          STATION DESCRIPTION
 JT1405
 JT1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT1405'0.6 MI NW FROM JENNER.
 JT1405'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JT1405'AT JENNER, SONOMA COUNTY, AT A SHARP CURVE, ABOUT 325 FEET NORTH
 JT1405'OF RIVERS END SERVICE STATION IN 1935, AT THE EAST EDGE OF THE
 JT1405'ROAD, IN THE TOP OF A ROCK OUTCROP, AND NEAR A WHITE WOODEN
 JT1405'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JT1405'STAMPED---59 64 M 1933---, AND MARKED BY THE
 JT1405'PAINTED LETTERS US PBM 58.9.
 JT1405
 JT1405                          STATION RECOVERY (1959)
 JT1405
 JT1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JT1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0979 ***********************************************************************
 JS0979  DESIGNATION -  64 QMC
 JS0979  PID         -  JS0979
 JS0979  STATE/COUNTY-  CA/SACRAMENTO
 JS0979  USGS QUAD   -  RIO LINDA (1992)
 JS0979
 JS0979                         *CURRENT SURVEY CONTROL
 JS0979  ___________________________________________________________________
 JS0979* NAD 83(1986)-  38 39 41.     (N)    121 23 10.     (W)     SCALED    
 JS0979* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 JS0979  ___________________________________________________________________
 JS0979  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JS0979  VERT ORDER  -  THIRD (See Below)
 JS0979
 JS0979.The horizontal coordinates were scaled from a topographic map and have
 JS0979.an estimated accuracy of +/- 6 seconds.
 JS0979
 JS0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0979.The vertical order pertains to the NGVD 29 superseded value.
 JS0979
 JS0979.The geoid height was determined by GEOID03.
 JS0979
 JS0979;                    North         East    Units  Estimated Accuracy
 JS0979;SPC CA 2     -   610,600.    2,053,430.      MT  (+/- 180 meters Scaled)
 JS0979
 JS0979                          SUPERSEDED SURVEY CONTROL
 JS0979
 JS0979  NGVD 29 (??/??/??)   23.90   (m)           78.4    (f) RESET       3  
 JS0979
 JS0979.Superseded values are not recommended for survey control.
 JS0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0979.See file dsdata.txt to determine how the superseded data were derived.
 JS0979
 JS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH404804(NAD 83)
 JS0979_MARKER: DD = SURVEY DISK
 JS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0979_STAMPING: 64 78.34
 JS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0979+STABILITY: SURFACE MOTION
 JS0979
 JS0979  HISTORY     - Date     Condition        Report By
 JS0979  HISTORY     - UNK      MONUMENTED       DOD
 JS0979  HISTORY     - 1945     GOOD             NGS
 JS0979  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0979
 JS0979                          STATION DESCRIPTION
 JS0979
 JS0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS0979'6.6 MI NE FROM SACRAMENTO.
 JS0979'AT MC CLELLAN FIELD, 198.0 FEET NORTH OF THE CENTER-LINE OF
 JS0979'THE EAST-WEST STREET RUNNING FROM THE MAIN GATE TO THE
 JS0979'OPERATIONS BUILDING, 180.5 FEET NORTHWEST OF THE CENTER OF THE
 JS0979'REAR DOOR AT CENTER OF THE NORTH SIDE OF THE TWO-STORY CONCRETE
 JS0979'BUILDING HOUSING THE FIRE DEPARTMENT HEADQUARTERS, 48.4 FEET
 JS0979'SOUTH OF THE SOUTHWEST CORNER OF RETAINING WALL FOR STEPS
 JS0979'LEADING TO BASEMENT OF CONCRETE BUILDING AT SWIMMING POOL, 7.0
 JS0979'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FRAME DRESSING ROOM
 JS0979'BUILDING AT THE POOL, 12.3 FEET SOUTH OF 15-FOOT TALL CEDAR
 JS0979'TREE, SET IN TOP OF CONCRETE POST 0.6 FOOT BELOW LEVEL OF
 JS0979'LAWN AND SURROUNDED BY A 4-FOOT BY 4-FOOT WOODEN PROTECTING
 JS0979'WALL.  NOTE-- TO REACH MC CLELLAN FIELD FROM THE CONTROL TOWER
 JS0979'AT THE ELVAS JUNCTION OF THE SOUTHERN PACIFIC RAILWAY LINES AT
 JS0979'SACRAMENTO GO NORTHEAST ALONG THE RAILWAY 6.55 MILES TO THE
 JS0979'BRIDGE OVER THE HIGHWAY LEADING TO THE AIRPORT.
 JS0979
 JS0979                          STATION RECOVERY (2004)
 JS0979
 JS0979'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0979'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0714 ***********************************************************************
 FV0714  DESIGNATION -  64.24 C OF PB
 FV0714  PID         -  FV0714
 FV0714  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0714  USGS QUAD   -  PISMO BEACH (1994)
 FV0714
 FV0714                         *CURRENT SURVEY CONTROL
 FV0714  ___________________________________________________________________
 FV0714* NAD 83(1986)-  35 08 40.     (N)    120 38 26.     (W)     SCALED    
 FV0714* NAVD 88     -        23.24   (+/-2cm)      76.2    (feet)  VERTCON   
 FV0714  ___________________________________________________________________
 FV0714  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 FV0714  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0714
 FV0714.The horizontal coordinates were scaled from a topographic map and have
 FV0714.an estimated accuracy of +/- 6 seconds.
 FV0714
 FV0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0714.The vertical order pertains to the NGVD 29 superseded value.
 FV0714
 FV0714.The geoid height was determined by GEOID03.
 FV0714
 FV0714;                    North         East    Units  Estimated Accuracy
 FV0714;SPC CA 5     -   685,570.    1,759,410.      MT  (+/- 180 meters Scaled)
 FV0714
 FV0714                          SUPERSEDED SURVEY CONTROL
 FV0714
 FV0714  NGVD 29 (??/??/92)   22.367  (m)           73.38   (f) ADJ UNCH    1 2
 FV0714
 FV0714.Superseded values are not recommended for survey control.
 FV0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0714.See file dsdata.txt to determine how the superseded data were derived.
 FV0714
 FV0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD149916(NAD 83)
 FV0714_MARKER: Q = CHISELED SQUARE
 FV0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0714_SP_SET: SIDEWALK
 FV0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0714
 FV0714  HISTORY     - Date     Condition        Report By
 FV0714  HISTORY     - UNK      MONUMENTED       CA2780
 FV0714  HISTORY     - 1956     GOOD             NGS
 FV0714  HISTORY     - 1977     POOR             NGS
 FV0714
 FV0714                          STATION DESCRIPTION
 FV0714
 FV0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0714'AT PISMO BEACH.
 FV0714'AT PISMO BEACH, AT THE T JUNCTION OF HOLLISTER AND BELLO STREETS,
 FV0714'AT THE CITY HALL BUILDING, IN THE CENTER OF THE MAIN ENTRANCE
 FV0714'SIDEWALK TO THE BUILDING, 16.9 FEET NORTHEAST OF THE NORTHEAST
 FV0714'CURB OF BELLO STREET, 1.1 FEET SOUTHWEST OF THE SOUTHWEST END OF
 FV0714'A STEEL HANDRAIL LEADING UP THE CENTER OF THE STEPS, ABOUT 1/2
 FV0714'FOOT HIGHER THAN THE STREET, AND MARKED BY THE LETTERS AND
 FV0714'NUMBERS EL 64.24 CHISELED IN THE SIDEWALK.
 FV0714
 FV0714                          STATION RECOVERY (1977)
 FV0714
 FV0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0714'AT PISMO BEACH, AT THE EAST CORNER OF THE JUNCTION OF BELLA STREET AND
 FV0714'WADSWORTH AVENUE, A CHISELED SQUARE IN THE CENTER OF THE MAIN ENTRANCE
 FV0714'SIDEWALK TO THE CITY HALL BUILDING, 16.9 FT NORTHEAST OF THE NORTHEAST
 FV0714'CURB OF THE STREET, 0.1 FT SOUTHEAST OF THE SOUTHWEST STEEL POST OF A
 FV0714'STEEL HANDRAIL LEADING UP THE CENTER OF THE STEPS, 0.7 FT SOUTHWEST OF
 FV0714'THE SOUTHWEST EDGE OF THE BOTTOM STEP AND MARKED BY THE LETTERS AND
 FV0714'NUMBERS EL 64.24 CHISELED IN THE SIDEWALK.  NOTE THAT THE CHISELED
 FV0714'SQUARE IS PARTIALLY OBSTRUCTED BY THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2503 ***********************************************************************
 HS2503  DESIGNATION -  64.30 USBR
 HS2503  PID         -  HS2503
 HS2503  STATE/COUNTY-  CA/MERCED
 HS2503  USGS QUAD   -  HOWARD RANCH (1971)
 HS2503
 HS2503                         *CURRENT SURVEY CONTROL
 HS2503  ___________________________________________________________________
 HS2503* NAD 83(1986)-  37 09 56.     (N)    121 02 41.     (W)     SCALED    
 HS2503* NAVD 88     -        57.14   (+/-2cm)     187.5    (feet)  VERTCON   
 HS2503  ___________________________________________________________________
 HS2503  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 HS2503  VERT ORDER  -  THIRD (See Below)
 HS2503
 HS2503.The horizontal coordinates were scaled from a topographic map and have
 HS2503.an estimated accuracy of +/- 6 seconds.
 HS2503
 HS2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2503.The vertical order pertains to the NGVD 29 superseded value.
 HS2503
 HS2503.The geoid height was determined by GEOID03.
 HS2503
 HS2503;                    North         East    Units  Estimated Accuracy
 HS2503;SPC CA 3     -   574,010.    1,951,620.      MT  (+/- 180 meters Scaled)
 HS2503
 HS2503                          SUPERSEDED SURVEY CONTROL
 HS2503
 HS2503  NGVD 29 (??/??/??)   56.33   (m)          184.8    (f) RESET       3  
 HS2503
 HS2503.Superseded values are not recommended for survey control.
 HS2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2503.See file dsdata.txt to determine how the superseded data were derived.
 HS2503
 HS2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG736150(NAD 83)
 HS2503_MARKER: DD = SURVEY DISK
 HS2503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2503_SP_SET: BRIDGE CURB
 HS2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2503
 HS2503  HISTORY     - Date     Condition        Report By
 HS2503  HISTORY     - UNK      MONUMENTED       BOR
 HS2503  HISTORY     - 1961     GOOD             NGS
 HS2503  HISTORY     - 1964     GOOD             NGS
 HS2503
 HS2503                          STATION DESCRIPTION
 HS2503
 HS2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2503'11.4 MI SW FROM GUSTINE.
 HS2503'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2503'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST
 HS2503'ALONG SULLIVAN ROAD, THENCE 6.35 MILES SOUTH ALONG THE
 HS2503'DELAT-MENDOTA CANAL, AT THE CROSSING OF BUTTES ROAD, AT BRIDGE
 HS2503'64.30, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE CURB,
 HS2503'18 FEET SOUTH OF THE CENTER LINE OF THE ROAD ALONG THE EAST
 HS2503'LEVEE, 12 FEET WEST OF THE CENTER LINE OF BUTTES ROAD, AND ABOUT
 HS2503'1 FOOT HIGHER THAN BUTTES ROAD.
 HS2503
 HS2503                          STATION RECOVERY (1964)
 HS2503
 HS2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3598 ***********************************************************************
 HT3598  DESIGNATION -  640.87=188
 HT3598  PID         -  HT3598
 HT3598  STATE/COUNTY-  CA/SANTA CRUZ
 HT3598  USGS QUAD   -  BIG BASIN (1997)
 HT3598
 HT3598                         *CURRENT SURVEY CONTROL
 HT3598  ___________________________________________________________________
 HT3598* NAD 83(1986)-  37 08 18.     (N)    122 08 37.     (W)     SCALED    
 HT3598* NAVD 88     -       196.263  (meters)     643.91   (feet)  ADJUSTED  
 HT3598  ___________________________________________________________________
 HT3598  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HT3598  DYNAMIC HT  -         196.115 (meters)     643.42  (feet)  COMP
 HT3598  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HT3598
 HT3598  VERT ORDER  -  FIRST     CLASS II
 HT3598
 HT3598.The horizontal coordinates were scaled from a topographic map and have
 HT3598.an estimated accuracy of +/- 6 seconds.
 HT3598
 HT3598.The orthometric height was determined by differential leveling
 HT3598.and adjusted in February 1993.
 HT3598
 HT3598.The geoid height was determined by GEOID03.
 HT3598
 HT3598.The dynamic height is computed by dividing the NAVD 88
 HT3598.geopotential number by the normal gravity value computed on the
 HT3598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3598.degrees latitude (g = 980.6199 gals.).
 HT3598
 HT3598.The modeled gravity was interpolated from observed gravity values.
 HT3598
 HT3598;                    North         East    Units  Estimated Accuracy
 HT3598;SPC CA 3     -   572,130.    1,853,970.      MT  (+/- 180 meters Scaled)
 HT3598
 HT3598                          SUPERSEDED SURVEY CONTROL
 HT3598
 HT3598  NGVD 29 (10/21/93)  195.424  (m)          641.15   (f) ADJUSTED    1 2
 HT3598
 HT3598.Superseded values are not recommended for survey control.
 HT3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3598.See file dsdata.txt to determine how the superseded data were derived.
 HT3598
 HT3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG760105(NAD 83)
 HT3598_MARKER: DD = SURVEY DISK
 HT3598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HT3598_SP_SET: ABUTMENT
 HT3598_STAMPING: B.M. 640.87 BB.3
 HT3598_MARK LOGO: CA-087
 HT3598_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3598+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3598
 HT3598  HISTORY     - Date     Condition        Report By
 HT3598  HISTORY     - UNK      MONUMENTED       CA-087
 HT3598  HISTORY     - 19900424 GOOD             NGS
 HT3598
 HT3598                          STATION DESCRIPTION
 HT3598
 HT3598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3598'2.6 KM (1.6 MI) NORTHWESTERLY ALONG STATE HIGHWAY 236 (BIG BASIN WAY)
 HT3598'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 IN BOULDER CREEK, SET IN
 HT3598'TOP OF AND NEAR THE  NORTHEAST END OF THE EAST ABUTMENT OF BRIDGE
 HT3598'NUMBER 36-09 SPANNING BOULDER CREEK, 4.1 M (13.5 FT) NORTH OF THE
 HT3598'CENTERLINE OF THE HIGHWAY, 31.5 M (103.3 FT) EAST OF THE EXTENDED
 HT3598'CENTERLINE OF BROOK LAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0185 ***********************************************************************
 KS0185  DESIGNATION -  6409 USGS
 KS0185  PID         -  KS0185
 KS0185  STATE/COUNTY-  CA/NEVADA
 KS0185  USGS QUAD   -  HOBART MILLS (1981)
 KS0185
 KS0185                         *CURRENT SURVEY CONTROL
 KS0185  ___________________________________________________________________
 KS0185* NAD 83(1986)-  39 26 58.     (N)    120 12 56.     (W)     SCALED    
 KS0185* NAVD 88     -      1954.911  (meters)    6413.74   (feet)  ADJUSTED  
 KS0185  ___________________________________________________________________
 KS0185  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KS0185  DYNAMIC HT  -        1952.948 (meters)    6407.30  (feet)  COMP
 KS0185  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 KS0185
 KS0185  VERT ORDER  -  SECOND    CLASS 0
 KS0185
 KS0185.The horizontal coordinates were scaled from a topographic map and have
 KS0185.an estimated accuracy of +/- 6 seconds.
 KS0185
 KS0185.The orthometric height was determined by differential leveling
 KS0185.and adjusted in June 1991.
 KS0185
 KS0185.The geoid height was determined by GEOID03.
 KS0185
 KS0185.The dynamic height is computed by dividing the NAVD 88
 KS0185.geopotential number by the normal gravity value computed on the
 KS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0185.degrees latitude (g = 980.6199 gals.).
 KS0185
 KS0185.The modeled gravity was interpolated from observed gravity values.
 KS0185
 KS0185;                    North         East    Units  Estimated Accuracy
 KS0185;SPC CA 2     -   699,410.    2,153,580.      MT  (+/- 180 meters Scaled)
 KS0185
 KS0185                          SUPERSEDED SURVEY CONTROL
 KS0185
 KS0185  NGVD 29 (??/??/??) 1953.699  (m)         6409.76   (f) ADJUSTED    2 0
 KS0185
 KS0185.Superseded values are not recommended for survey control.
 KS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0185.See file dsdata.txt to determine how the superseded data were derived.
 KS0185
 KS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ395703(NAD 83)
 KS0185_MARKER: Q = CHISELED SQUARE
 KS0185_SETTING: 80 = SET IN A BOULDER
 KS0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0185+STABILITY: SURFACE MOTION
 KS0185
 KS0185  HISTORY     - Date     Condition        Report By
 KS0185  HISTORY     - UNK      MONUMENTED       USGS
 KS0185  HISTORY     - 1957     MARK NOT FOUND   NGS
 KS0185  HISTORY     - 20040327 MARK NOT FOUND   CADT
 KS0185
 KS0185                          STATION DESCRIPTION
 KS0185
 KS0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KS0185'3.6 MI N FROM HOBART MILLS.
 KS0185'3.6 MILES NORTH ALONG STATE HIGHWAY 89 FROM HOBART MILLS, NEVADA
 KS0185'COUNTY, 175 FEET SOUTHEAST OF THE NEVADA-SIERRA COUNTY LINE, 100
 KS0185'FEET NORTH OF A CROSSROAD, ON THE WEST SIDE OF THE HIGHWAY, AND
 KS0185'ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
 KS0185
 KS0185                          STATION RECOVERY (2004)
 KS0185
 KS0185'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0097 ***********************************************************************
 FV0097  DESIGNATION -  642 USGS
 FV0097  PID         -  FV0097
 FV0097  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0097  USGS QUAD   -  PASO ROBLES (1979)
 FV0097
 FV0097                         *CURRENT SURVEY CONTROL
 FV0097  ___________________________________________________________________
 FV0097* NAD 83(1986)-  35 43 25.     (N)    120 41 52.     (W)     SCALED    
 FV0097* NAVD 88     -       196.70   (+/-2cm)     645.3    (feet)  VERTCON   
 FV0097  ___________________________________________________________________
 FV0097  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 FV0097  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0097
 FV0097.The horizontal coordinates were scaled from a topographic map and have
 FV0097.an estimated accuracy of +/- 6 seconds.
 FV0097
 FV0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0097.The vertical order pertains to the NGVD 29 superseded value.
 FV0097
 FV0097.The geoid height was determined by GEOID03.
 FV0097
 FV0097;                    North         East    Units  Estimated Accuracy
 FV0097;SPC CA 5     -   749,950.    1,755,930.      MT  (+/- 180 meters Scaled)
 FV0097
 FV0097                          SUPERSEDED SURVEY CONTROL
 FV0097
 FV0097  NGVD 29 (??/??/92)  195.759  (m)          642.25   (f) ADJ UNCH    1 2
 FV0097
 FV0097.Superseded values are not recommended for survey control.
 FV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0097.See file dsdata.txt to determine how the superseded data were derived.
 FV0097
 FV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE082557(NAD 83)
 FV0097_MARKER: Q = CHISELED SQUARE
 FV0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0097_SP_SET: CULVERT
 FV0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0097
 FV0097  HISTORY     - Date     Condition        Report By
 FV0097  HISTORY     - UNK      MONUMENTED       USGS
 FV0097  HISTORY     - 1933     GOOD             NGS
 FV0097  HISTORY     - 1968     MARK NOT FOUND   NGS
 FV0097
 FV0097                          STATION DESCRIPTION
 FV0097
 FV0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FV0097'2 MI S FROM SAN MIGUEL.
 FV0097'2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0097'SAN MIGUEL, SAN LUIS OBISPO COUNTY, AT MILEAGE 208.9, AT CONCRETE
 FV0097'CULVERT NO. 208 F, AND ON THE TOP OF THE EAST HEADWALL.  A
 FV0097'CHISELED SQUARE, MARKED U.S. 642.  NOTE-- MARK MAY BE COVERED
 FV0097'BY A DEEP FILL.
 FV0097
 FV0097                          STATION RECOVERY (1968)
 FV0097
 FV0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FV0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0082 ***********************************************************************
 HT0082  DESIGNATION -  642.839 EBMUD
 HT0082  PID         -  HT0082
 HT0082  STATE/COUNTY-  CA/CONTRA COSTA
 HT0082  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0082
 HT0082                         *CURRENT SURVEY CONTROL
 HT0082  ___________________________________________________________________
 HT0082* NAD 83(1986)-  37 53 32.     (N)    122 10 10.     (W)     SCALED    
 HT0082* NAVD 88     -       196.82   (+/-2cm)     645.7    (feet)  VERTCON   
 HT0082  ___________________________________________________________________
 HT0082  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0082  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0082
 HT0082.The horizontal coordinates were scaled from a topographic map and have
 HT0082.an estimated accuracy of +/- 6 seconds.
 HT0082
 HT0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0082.The vertical order pertains to the NGVD 29 superseded value.
 HT0082
 HT0082.The geoid height was determined by GEOID03.
 HT0082
 HT0082;                    North         East    Units  Estimated Accuracy
 HT0082;SPC CA 3     -   655,820.    1,853,170.      MT  (+/- 180 meters Scaled)
 HT0082
 HT0082                          SUPERSEDED SURVEY CONTROL
 HT0082
 HT0082  NGVD 29 (??/??/92)  195.976  (m)          642.96   (f) ADJ UNCH    1 2
 HT0082
 HT0082.Superseded values are not recommended for survey control.
 HT0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0082.See file dsdata.txt to determine how the superseded data were derived.
 HT0082
 HT0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG730941(NAD 83)
 HT0082_MARKER: DD = SURVEY DISK
 HT0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0082_SP_SET: WALL
 HT0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0082
 HT0082  HISTORY     - Date     Condition        Report By
 HT0082  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0082  HISTORY     - 1958     GOOD             NGS
 HT0082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0082
 HT0082                          STATION DESCRIPTION
 HT0082
 HT0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0082'3.1 MI W FROM LAFAYETTE.
 HT0082'3.1 MILES WEST ALONG MOUNT DIABLO BOULEVARD FROM THE T JUNCTION
 HT0082'OF MORAGA ROAD AT LA FAYETTE, 390 FEET EAST OF THE CENTER OF
 HT0082'THE Y JUNCTION OF CHARLES HILL ROAD, ALONG AN ABANDONED PORTION
 HT0082'OF AN ASPHALT ROAD (A FORMER ALIGNMENT OF THE BOULEVARD), IN THE
 HT0082'TOP OF A CONCRETE RETAINING WALL, 35 FEET SOUTHEAST OF THE CENTER
 HT0082'LINE OF THE SOUTHEAST LANES OF THE BOULEVARD, 55.8 FEET NORTHEAST
 HT0082'AND ACROSS THE ABANDONED ROAD FROM BENCH MARK C 572 (EBMUD), 16
 HT0082'FEET NORTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 1 FOOT
 HT0082'NORTHWEST OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE
 HT0082'HIGHWAY, ABOUT LEVEL WITH THE ABANDONED ROAD, AND ABOUT LEVEL
 HT0082'WITH THE GROUND.  NOTE-- USGS REPORTED THAT SLIDES HAVE COVERED
 HT0082'THE RETAINING WALL WHERE THE MARKS WERE PLACED.  ROAD
 HT0082'CONSTRUCTION IN THIS AREA MAY EVENTUALY DESTROY THE RETAINING
 HT0082'WALL.
 HT0082
 HT0082                          STATION RECOVERY (1987)
 HT0082
 HT0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0085 ***********************************************************************
 HR0085  DESIGNATION -  6423
 HR0085  PID         -  HR0085
 HR0085  STATE/COUNTY-  CA/MONO
 HR0085  USGS QUAD   -  MOUNT DANA (1994)
 HR0085
 HR0085                         *CURRENT SURVEY CONTROL
 HR0085  ___________________________________________________________________
 HR0085* NAD 83(1986)-  37 58 36.     (N)    119 08 08.     (W)     SCALED    
 HR0085* NAVD 88     -      1961.17   (+/-2cm)    6434.3    (feet)  VERTCON   
 HR0085  ___________________________________________________________________
 HR0085  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 HR0085  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0085
 HR0085.The horizontal coordinates were scaled from a topographic map and have
 HR0085.an estimated accuracy of +/- 6 seconds.
 HR0085
 HR0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0085.The vertical order pertains to the NGVD 29 superseded value.
 HR0085
 HR0085.The geoid height was determined by GEOID03.
 HR0085
 HR0085;                    North         East    Units  Estimated Accuracy
 HR0085;SPC CA 3     -   664,760.    2,119,870.      MT  (+/- 180 meters Scaled)
 HR0085
 HR0085                          SUPERSEDED SURVEY CONTROL
 HR0085
 HR0085  NGVD 29 (??/??/92) 1959.80   (m)         6429.8    (f) COMPUTED    1 2
 HR0085
 HR0085.Superseded values are not recommended for survey control.
 HR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0085.See file dsdata.txt to determine how the superseded data were derived.
 HR0085
 HR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC124053(NAD 83)
 HR0085_MARKER: DD = SURVEY DISK
 HR0085_SETTING: 80 = SET IN A BOULDER
 HR0085_SP_SET: BOULDER
 HR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0085+STABILITY: SURFACE MOTION
 HR0085
 HR0085  HISTORY     - Date     Condition        Report By
 HR0085  HISTORY     - UNK      MONUMENTED       USGS
 HR0085  HISTORY     - 1905     GOOD             NGS
 HR0085  HISTORY     - 1957     MARK NOT FOUND   USGS
 HR0085
 HR0085                          STATION DESCRIPTION
 HR0085
 HR0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 HR0085'1.8 MI N FROM LEEVINING.
 HR0085'1.8 MILES NORTH OF.  ABOUT 0.5 MILES EAST OF HIGHWAY, 160 FEET
 HR0085'SOUTH OF SOUTH LAKE SHORE OF MONO LAKE.  DISC BROKEN OFF AND
 HR0085'PEG BROKEN AWAY FROM CONCRETE.  NOT USABLE.
 HR0085
 HR0085                          STATION RECOVERY (1957)
 HR0085
 HR0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HR0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0202 ***********************************************************************
 KS0202  DESIGNATION -  6423.1
 KS0202  PID         -  KS0202
 KS0202  STATE/COUNTY-  CA/PLACER
 KS0202  USGS QUAD   -  NORDEN (1979)
 KS0202
 KS0202                         *CURRENT SURVEY CONTROL
 KS0202  ___________________________________________________________________
 KS0202* NAD 83(1986)-  39 16 17.     (N)    120 22 17.     (W)     SCALED    
 KS0202* NAVD 88     -      1958.98   (+/-2cm)    6427.1    (feet)  VERTCON   
 KS0202  ___________________________________________________________________
 KS0202  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KS0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0202
 KS0202.The horizontal coordinates were scaled from a topographic map and have
 KS0202.an estimated accuracy of +/- 6 seconds.
 KS0202
 KS0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0202.The vertical order pertains to the NGVD 29 superseded value.
 KS0202
 KS0202.The geoid height was determined by GEOID03.
 KS0202
 KS0202;                    North         East    Units  Estimated Accuracy
 KS0202;SPC CA 2     -   679,390.    2,140,520.      MT  (+/- 180 meters Scaled)
 KS0202
 KS0202                          SUPERSEDED SURVEY CONTROL
 KS0202
 KS0202  NGVD 29 (??/??/??) 1957.790  (m)         6423.18   (f) ADJUSTED    2 0
 KS0202
 KS0202.Superseded values are not recommended for survey control.
 KS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0202.See file dsdata.txt to determine how the superseded data were derived.
 KS0202
 KS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ267501(NAD 83)
 KS0202_MARKER: N = NAIL
 KS0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0202_SP_SET: TREE
 KS0202_MARK LOGO: USGS  
 KS0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0202
 KS0202  HISTORY     - Date     Condition        Report By
 KS0202  HISTORY     - UNK      MONUMENTED       USGS
 KS0202  HISTORY     - 1952     GOOD             CGS
 KS0202
 KS0202                          STATION DESCRIPTION
 KS0202
 KS0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0202'5.4 MI S FROM SODA SPRINGS.
 KS0202'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA
 KS0202'SPRINGS, THENCE 5.1 SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS
 KS0202'ROAD, 0.2 MILE SOUTH OF A SHARP TURN IN THE ROAD, 0.15 MILE
 KS0202'SOUTH OF B.M. Q 869, IN THE TOP OF THE BASE OF A FIR TREE ROOT,
 KS0202'16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 5.0 FEET
 KS0202'HIGHER THAN THE LEVEL OF THE ROAD, AND MARKED WITH A WHITE
 KS0202'PAINTED BOARD CONTAINING THE LETTERS AND NUMBERS USBM 6423/1
 KS0202'NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0369 ***********************************************************************
 HR0369  DESIGNATION -  6432
 HR0369  PID         -  HR0369
 HR0369  STATE/COUNTY-  CA/MONO
 HR0369  USGS QUAD   -  TOMS PLACE (1994)
 HR0369
 HR0369                         *CURRENT SURVEY CONTROL
 HR0369  ___________________________________________________________________
 HR0369* NAD 83(1986)-  37 30 51.     (N)    118 37 43.     (W)     SCALED    
 HR0369* NAVD 88     -      1960.174  (meters)    6431.00   (feet)  ADJUSTED  
 HR0369  ___________________________________________________________________
 HR0369  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 HR0369  DYNAMIC HT  -        1957.775 (meters)    6423.13  (feet)  COMP
 HR0369  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 HR0369  OBS GRAVITY -     979,335.9   (mgal)                       GRAV_OBS
 HR0369
 HR0369  VERT ORDER  -  FIRST     CLASS II
 HR0369
 HR0369.The horizontal coordinates were scaled from a topographic map and have
 HR0369.an estimated accuracy of +/- 6 seconds.
 HR0369
 HR0369.The orthometric height was determined by differential leveling
 HR0369.and adjusted in June 1991.
 HR0369.WARNING-Repeat measurements at this control monument indicate possible
 HR0369.vertical movement.
 HR0369
 HR0369.The geoid height was determined by GEOID03.
 HR0369
 HR0369.The dynamic height is computed by dividing the NAVD 88
 HR0369.geopotential number by the normal gravity value computed on the
 HR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0369.degrees latitude (g = 980.6199 gals.).
 HR0369
 HR0369.The modeled gravity was interpolated from observed gravity values.
 HR0369.The observed gravity was obtained from relative gravimeter ties
 HR0369.to the IGSN71 gravity network.
 HR0369
 HR0369;                    North         East    Units  Estimated Accuracy
 HR0369;SPC CA 3     -   614,210.    2,165,430.      MT  (+/- 180 meters Scaled)
 HR0369
 HR0369                          SUPERSEDED SURVEY CONTROL
 HR0369
 HR0369  NGVD 29 (??/??/92) 1958.841  (m)         6426.63   (f) ADJ UNCH    1 2
 HR0369
 HR0369.Superseded values are not recommended for survey control.
 HR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0369.See file dsdata.txt to determine how the superseded data were derived.
 HR0369
 HR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB560531(NAD 83)
 HR0369_MARKER: DD = SURVEY DISK
 HR0369_SETTING: 66 = SET IN ROCK OUTCROP
 HR0369_SP_SET: ROCK OUTCROP
 HR0369_STAMPING: 6432 B B 1905 5
 HR0369_MARK LOGO: USGS  
 HR0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0369+STABILITY: POSITION/ELEVATION WELL
 HR0369
 HR0369  HISTORY     - Date     Condition        Report By
 HR0369  HISTORY     - 1905     MONUMENTED       USGS
 HR0369  HISTORY     - 1957     GOOD             NGS
 HR0369  HISTORY     - 1986     GOOD             NGS
 HR0369
 HR0369                          STATION DESCRIPTION
 HR0369
 HR0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0369'4.7 MI NW FROM PARADISE CAMP.
 HR0369'4.7 MILES NORTHWEST ALONG A PAVED ROAD (FORMER ALIGNMENT OF
 HR0369'U.S. HIGHWAY 395) FROM THE BRIDGE OVER ROCK CREEK AT PARADISE
 HR0369'CAMP, 5.0 MILES SOUTHEAST OF TOMS PLACE, IN R 30 E, T 5 S,
 HR0369'NEAR THE CENTER OF SECTION 13, ON THE INSIDE OF A CURVE, IN
 HR0369'THE TOP OF A LEDGE AT THE NORTHEAST CORNER OF A LARGE VOLCANIC
 HR0369'ROCK FORMATION, ABOUT 250 FEET EAST OF THE SUMMIT OF SHERWIN
 HR0369'HILL, ABOUT 170 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 HR0369'30 FEET HIGHER THAN THE ROAD, AND ABOUT 4 FEET ABOVE THE GROUND.
 HR0369'NOTE-- THE STAMPING AS SHOWN ON LITHO LIST 180, DATED 6/18/41,
 HR0369'IS INCOMPLETE.
 HR0369
 HR0369                          STATION RECOVERY (1986)
 HR0369
 HR0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0369'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.8 KM (4.2
 HR0369'MI) NORTHWEST ALONG OLD SHERWIN GRADE ROAD FROM THE BRIDGE OVER ROCK
 HR0369'CREEK IN PARADISE CAMP, 0.10 KM (0.06 MI) SOUTHEAST OF THE TOP OF THE
 HR0369'GRADE, AT THE NORTHEAST CORNER OF AN 8- BY 15-METER VOLCANIC OUTCROP
 HR0369'PROJECTING 6 METERS, 51.8 METERS (170 FT) EAST OF THE CENTERLINE OF
 HR0369'THE ROAD, IN TOP AND AT THE CENTER OF A 1.0- BY 2.0-METER ROCK LEDGE.
 HR0369'NOTE--A RUBBING WAS TAKEN AND THE STAMPING IS 6432 B B 1905 5 AND NOT
 HR0369'6432 B 1905 B S AS REPORTED IN A 1957 RECOVERY NOTE.
 HR0369'THE MARK IS 1.2 METERS  S FROM  A WITNESS POST
 HR0369'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2721 ***********************************************************************
 FU2721  DESIGNATION -  644.5 USGS
 FU2721  PID         -  FU2721
 FU2721  STATE/COUNTY-  CA/KERN
 FU2721  USGS QUAD   -  BLACKWELLS CORNER (1982)
 FU2721
 FU2721                         *CURRENT SURVEY CONTROL
 FU2721  ___________________________________________________________________
 FU2721* NAD 83(1986)-  35 36 55.     (N)    119 52 03.     (W)     SCALED    
 FU2721* NAVD 88     -       196.99   (+/-2cm)     646.3    (feet)  VERTCON   
 FU2721  ___________________________________________________________________
 FU2721  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 FU2721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU2721
 FU2721.The horizontal coordinates were scaled from a topographic map and have
 FU2721.an estimated accuracy of +/- 6 seconds.
 FU2721
 FU2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2721.The vertical order pertains to the NGVD 29 superseded value.
 FU2721
 FU2721.The geoid height was determined by GEOID03.
 FU2721
 FU2721;                    North         East    Units  Estimated Accuracy
 FU2721;SPC CA 5     -   736,220.    1,830,810.      MT  (+/- 180 meters Scaled)
 FU2721
 FU2721                          SUPERSEDED SURVEY CONTROL
 FU2721
 FU2721  NGVD 29 (??/??/92)  196.17   (m)          643.6    (f) COMPUTED    2 0
 FU2721
 FU2721.Superseded values are not recommended for survey control.
 FU2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2721.See file dsdata.txt to determine how the superseded data were derived.
 FU2721
 FU2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV402450(NAD 83)
 FU2721_MARKER: Z = SEE DESCRIPTION
 FU2721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU2721_SP_SET: CONCRETE MARKER
 FU2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2721
 FU2721  HISTORY     - Date     Condition        Report By
 FU2721  HISTORY     - UNK      MONUMENTED       USGS
 FU2721  HISTORY     - 1947     MARK NOT FOUND   NGS
 FU2721  HISTORY     - 19960108 MARK NOT FOUND   USPSQD
 FU2721
 FU2721                          STATION DESCRIPTION
 FU2721
 FU2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FU2721'AT BLACKWELLS CORNER.
 FU2721'AT THE INTERSECTION OF U.S. HIGHWAY 466 AND STATE HIGHWAY 33,
 FU2721'60 FEET NORTHWEST OF A SERVICE STATION, 45 FEET WEST OF THE
 FU2721'CENTERLINE OF STATE HIGHWAY 33, 30 FEET NORTH OF THE CENTERLINE
 FU2721'OF U.S. HIGHWAY 466, AND ON THE TOP OF A CONCRETE HIGHWAY MARKER.
 FU2721'A COPPER PIN.
 FU2721
 FU2721                          STATION RECOVERY (1996)
 FU2721
 FU2721'RECOVERY NOTE BY US POWER SQUADRON 1996
 FU2721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1139 ***********************************************************************
 DX1139  DESIGNATION -  644.7
 DX1139  PID         -  DX1139
 DX1139  STATE/COUNTY-  CA/SAN DIEGO
 DX1139  USGS QUAD   -  ESCONDIDO (1975)
 DX1139
 DX1139                         *CURRENT SURVEY CONTROL
 DX1139  ___________________________________________________________________
 DX1139* NAD 83(1986)-  33 06 05.     (N)    117 04 15.     (W)     SCALED    
 DX1139* NAVD 88     -       197.15   (+/-2cm)     646.8    (feet)  VERTCON   
 DX1139  ___________________________________________________________________
 DX1139  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DX1139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1139
 DX1139.The horizontal coordinates were scaled from a topographic map and have
 DX1139.an estimated accuracy of +/- 6 seconds.
 DX1139
 DX1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1139.The vertical order pertains to the NGVD 29 superseded value.
 DX1139
 DX1139.The geoid height was determined by GEOID03.
 DX1139
 DX1139;                    North         East    Units  Estimated Accuracy
 DX1139;SPC CA 6     -   603,960.    1,923,380.      MT  (+/- 180 meters Scaled)
 DX1139
 DX1139                          SUPERSEDED SURVEY CONTROL
 DX1139
 DX1139  NGVD 29 (??/??/??)  196.482  (m)          644.62   (f) ADJUSTED    2 0
 DX1139
 DX1139.Superseded values are not recommended for survey control.
 DX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1139.See file dsdata.txt to determine how the superseded data were derived.
 DX1139
 DX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS933625(NAD 83)
 DX1139_MARKER: Q = CHISELED SQUARE
 DX1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1139_SP_SET: CULVERT
 DX1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1139
 DX1139  HISTORY     - Date     Condition        Report By
 DX1139  HISTORY     - UNK      MONUMENTED       USGS
 DX1139  HISTORY     - 1960     GOOD             NGS
 DX1139  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DX1139
 DX1139                          STATION DESCRIPTION
 DX1139
 DX1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1139'1.7 MI S FROM ESCONDIDO.
 DX1139'AT THE SOUTH CITY LIMIT, AT THE INTERSECTION OF ESCONDIDO
 DX1139'BOULEVARD AND VERMONT, A CHISELED SQUARE CUT IN THE CENTER OF THE
 DX1139'NORTHEAST HEADWALL OF A CONCRETE CULVERT, 31 FEET NORTHWEST
 DX1139'OF THE CENTERLINE OF VERMONT, 28 FEET NORTHEAST OF THE CENTERLINE
 DX1139'OF ESCONDIDO BOULEVARD AND 5.3 FEET SOUTHEAST OF THE NORTHWEST
 DX1139'END OF THE HEADWALL.
 DX1139
 DX1139                          STATION RECOVERY (1988)
 DX1139
 DX1139'RECOVERY NOTE BY US POWER SQUADRON 1988 (REK)
 DX1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0407 ***********************************************************************
 KT0407  DESIGNATION -  645 USGS
 KT0407  PID         -  KT0407
 KT0407  STATE/COUNTY-  CA/COLUSA
 KT0407  USGS QUAD   -  SALT CANYON (1987)
 KT0407
 KT0407                         *CURRENT SURVEY CONTROL
 KT0407  ___________________________________________________________________
 KT0407* NAD 83(1986)-  39 05 39.     (N)    122 20 37.     (W)     SCALED    
 KT0407* NAVD 88     -       197.39   (+/-2cm)     647.6    (feet)  VERTCON   
 KT0407  ___________________________________________________________________
 KT0407  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 KT0407  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0407
 KT0407.The horizontal coordinates were scaled from a topographic map and have
 KT0407.an estimated accuracy of +/- 6 seconds.
 KT0407
 KT0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0407.The vertical order pertains to the NGVD 29 superseded value.
 KT0407
 KT0407.The geoid height was determined by GEOID03.
 KT0407
 KT0407;                    North         East    Units  Estimated Accuracy
 KT0407;SPC CA 2     -   658,520.    1,970,280.      MT  (+/- 180 meters Scaled)
 KT0407
 KT0407                          SUPERSEDED SURVEY CONTROL
 KT0407
 KT0407  NGVD 29 (??/??/92)  196.573  (m)          644.92   (f) ADJ UNCH    1 2
 KT0407
 KT0407.Superseded values are not recommended for survey control.
 KT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0407.See file dsdata.txt to determine how the superseded data were derived.
 KT0407
 KT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ567274(NAD 83)
 KT0407_MARKER: Q = CHISELED SQUARE
 KT0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0407_SP_SET: CULVERT
 KT0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0407
 KT0407  HISTORY     - Date     Condition        Report By
 KT0407  HISTORY     - UNK      MONUMENTED       USGS
 KT0407  HISTORY     - 1967     GOOD             NGS
 KT0407
 KT0407                          STATION DESCRIPTION
 KT0407
 KT0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0407'12.1 MI W FROM WILLIAMS.
 KT0407'12.1 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0407'WILLIAMS, 0.1 MILE NORTH OF A STEEL TOWER OF A POWER TRANSMISSION
 KT0407'LINE, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF
 KT0407'18-INCH PIPE CULVERT D-512+00, 19 FEET EAST OF THE CENTER LINE
 KT0407'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0043 ***********************************************************************
 GT0043  DESIGNATION -  6456
 GT0043  PID         -  GT0043
 GT0043  STATE/COUNTY-  CA/TULARE
 GT0043  USGS QUAD   -  KERN LAKE (1994)
 GT0043
 GT0043                         *CURRENT SURVEY CONTROL
 GT0043  ___________________________________________________________________
 GT0043* NAD 83(1986)-  36 20 27.     (N)    118 24 49.     (W)     SCALED    
 GT0043* NAVD 88     -      1969.44   (+/-2cm)    6461.4    (feet)  VERTCON   
 GT0043  ___________________________________________________________________
 GT0043  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 GT0043  VERT ORDER  -  THIRD (See Below)
 GT0043
 GT0043.The horizontal coordinates were scaled from a topographic map and have
 GT0043.an estimated accuracy of +/- 6 seconds.
 GT0043
 GT0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0043.The vertical order pertains to the NGVD 29 superseded value.
 GT0043
 GT0043.The geoid height was determined by GEOID03.
 GT0043
 GT0043;                    North         East    Units  Estimated Accuracy
 GT0043;SPC CA 4     -   611,950.    2,052,640.      MT  (+/- 180 meters Scaled)
 GT0043
 GT0043                          SUPERSEDED SURVEY CONTROL
 GT0043
 GT0043  NGVD 29 (??/??/??) 1968.09   (m)         6457.0    (f) RESET       3  
 GT0043
 GT0043.Superseded values are not recommended for survey control.
 GT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0043.See file dsdata.txt to determine how the superseded data were derived.
 GT0043
 GT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA731226(NAD 83)
 GT0043_MARKER: DD = SURVEY DISK
 GT0043_SETTING: 80 = SET IN A BOULDER
 GT0043_SP_SET: BOULDER
 GT0043_STAMPING: 6456 /DATUM/ G 1905 3-S
 GT0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0043+STABILITY: SURFACE MOTION
 GT0043
 GT0043  HISTORY     - Date     Condition        Report By
 GT0043  HISTORY     - 1905     MONUMENTED       USGS
 GT0043  HISTORY     - 1940     GOOD             NGS
 GT0043
 GT0043                          STATION DESCRIPTION
 GT0043
 GT0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0043'18.7 MI SE FROM MINERAL KING.
 GT0043'ABOUT 18.7 MILES SOUTH AND EAST OF MINERAL KING VIA FAREWELL
 GT0043'GAP, HEINMAN CUTOFF AND COYOTE PASS AT THE JUNCTION OF THE
 GT0043'TRAIL FROM COYOTE PASS WITH THE TRAIL ALONG THE KERN RIVER.
 GT0043'MARK IS ABOUT 0.1 MILE SOUTH OF THE KERN RIVER RANGER STATION,
 GT0043'60 FEET SOUTH OF COYOTE CREEK ON THE WEST FACE OF LARGE GRANITE
 GT0043'BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1513 ***********************************************************************
 LU1513  DESIGNATION -  646 B
 LU1513  PID         -  LU1513
 LU1513  STATE/COUNTY-  CA/HUMBOLDT
 LU1513  USGS QUAD   -  SALYER (1979)
 LU1513
 LU1513                         *CURRENT SURVEY CONTROL
 LU1513  ___________________________________________________________________
 LU1513* NAD 83(1986)-  40 55 07.     (N)    123 37 15.     (W)     SCALED    
 LU1513* NAVD 88     -       197.787  (meters)     648.91   (feet)  ADJUSTED  
 LU1513  ___________________________________________________________________
 LU1513  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 LU1513  DYNAMIC HT  -         197.687 (meters)     648.58  (feet)  COMP
 LU1513  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 LU1513
 LU1513  VERT ORDER  -  FIRST     CLASS II
 LU1513
 LU1513.The horizontal coordinates were scaled from a topographic map and have
 LU1513.an estimated accuracy of +/- 6 seconds.
 LU1513
 LU1513.The orthometric height was determined by differential leveling
 LU1513.and adjusted in June 1991.
 LU1513
 LU1513.The geoid height was determined by GEOID03.
 LU1513
 LU1513.The dynamic height is computed by dividing the NAVD 88
 LU1513.geopotential number by the normal gravity value computed on the
 LU1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1513.degrees latitude (g = 980.6199 gals.).
 LU1513
 LU1513.The modeled gravity was interpolated from observed gravity values.
 LU1513
 LU1513;                    North         East    Units  Estimated Accuracy
 LU1513;SPC CA 1     -   677,290.    1,863,490.      MT  (+/- 180 meters Scaled)
 LU1513
 LU1513                          SUPERSEDED SURVEY CONTROL
 LU1513
 LU1513  NGVD 29 (??/??/92)  196.756  (m)          645.52   (f) ADJ UNCH    1 2
 LU1513
 LU1513.Superseded values are not recommended for survey control.
 LU1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1513.See file dsdata.txt to determine how the superseded data were derived.
 LU1513
 LU1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL477299(NAD 83)
 LU1513_MARKER: DD = SURVEY DISK
 LU1513_SETTING: 80 = SET IN A BOULDER
 LU1513_STAMPING: 645.064 B 1906
 LU1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1513+STABILITY: SURFACE MOTION
 LU1513
 LU1513  HISTORY     - Date     Condition        Report By
 LU1513  HISTORY     - 1906     MONUMENTED       USGS
 LU1513  HISTORY     - 1935     GOOD             NGS
 LU1513  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU1513
 LU1513                          STATION DESCRIPTION
 LU1513
 LU1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU1513'1.5 MI SE FROM WILLOW CREEK.
 LU1513'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM WILLOW CREEK,
 LU1513'HUMBOLDT COUNTY, AT CHINA FLAT, 600 FEET EAST OF GAMBLES AUTO
 LU1513'CAMP IN 1931, 300 FEET SOUTH OF THE NEW HIGHWAY, AND IN THE TOP
 LU1513'OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LU1513'DISK, STAMPED 645.064 B 1906.
 LU1513
 LU1513                          STATION RECOVERY (1988)
 LU1513
 LU1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0748 ***********************************************************************
 JR0748  DESIGNATION -  6465
 JR0748  PID         -  JR0748
 JR0748  STATE/COUNTY-  CA/MONO
 JR0748  USGS QUAD   -  BRIDGEPORT (1989)
 JR0748
 JR0748                         *CURRENT SURVEY CONTROL
 JR0748  ___________________________________________________________________
 JR0748* NAD 83(1986)-  38 15 18.     (N)    119 13 33.     (W)     SCALED    
 JR0748* NAVD 88     -      1972.878  (meters)    6472.68   (feet)  POSTED    
 JR0748  ___________________________________________________________________
 JR0748  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JR0748  DYNAMIC HT  -        1970.550 (meters)    6465.05  (feet)  COMP
 JR0748  MODELED GRAV-     979,376.9   (mgal)                       NAVD 88
 JR0748  OBS GRAVITY -     979,381.1   (mgal)                       GRAV_OBS
 JR0748
 JR0748  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 JR0748
 JR0748.The horizontal coordinates were scaled from a topographic map and have
 JR0748.an estimated accuracy of +/- 6 seconds.
 JR0748
 JR0748.The orthometric height was determined by differential leveling
 JR0748.and adjusted in October 2003.
 JR0748
 JR0748.The geoid height was determined by GEOID03.
 JR0748
 JR0748.The dynamic height is computed by dividing the NAVD 88
 JR0748.geopotential number by the normal gravity value computed on the
 JR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0748.degrees latitude (g = 980.6199 gals.).
 JR0748
 JR0748.The modeled gravity was interpolated from observed gravity values.
 JR0748.The observed gravity was obtained from relative gravimeter ties
 JR0748.to the IGSN71 gravity network.
 JR0748
 JR0748;                    North         East    Units  Estimated Accuracy
 JR0748;SPC CA 3     -   695,540.    2,111,520.      MT  (+/- 180 meters Scaled)
 JR0748
 JR0748                          SUPERSEDED SURVEY CONTROL
 JR0748
 JR0748  NGVD 29 (??/??/92) 1971.528  (m)         6468.25   (f) ADJ UNCH    1 2
 JR0748
 JR0748.Superseded values are not recommended for survey control.
 JR0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0748.See file dsdata.txt to determine how the superseded data were derived.
 JR0748
 JR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC052364(NAD 83)
 JR0748_MARKER: P = PIPE CAP
 JR0748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0748_STAMPING: 6465 0
 JR0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JR0748+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 JR0748
 JR0748  HISTORY     - Date     Condition        Report By
 JR0748  HISTORY     - UNK      MONUMENTED       USGS
 JR0748  HISTORY     - 1957     GOOD             NGS
 JR0748  HISTORY     - 19960531 GOOD             NGS
 JR0748  HISTORY     - 20040713 GOOD             CADT
 JR0748
 JR0748                          STATION DESCRIPTION
 JR0748
 JR0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0748'AT BRIDGEPORT.
 JR0748'AT BRIDGEPORT, ALONG U.S. HIGHWAY 395, AT THE COUNTY COURTHOUSE,
 JR0748'AT THE SOUTHWEST CORNER OF AN OFFSET IN THE WEST WALL, 2.0 FEET
 JR0748'SOUTH OF THE SOUTH FACE OF THE WALL, AND RIVETED ON THE TOP OF
 JR0748'A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 JR0748
 JR0748                          STATION RECOVERY (1996)
 JR0748
 JR0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 JR0748'GRAVITY BASE STATION 'BRIDGEPORT', DOD 1459-1, IGB 12089 , C 103, USGS
 JR0748'CH103, IS ON GROUND NEXT TO PIPE.
 JR0748
 JR0748                          STATION RECOVERY (2004)
 JR0748
 JR0748'RECOVERY NOTE BY CALTRANS 2004 (KAR)
 JR0748'FOUND AS DESCRIBED IN FAIR CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0220 ***********************************************************************
 KS0220  DESIGNATION -  6470.0
 KS0220  PID         -  KS0220
 KS0220  STATE/COUNTY-  CA/PLACER
 KS0220  USGS QUAD   -  ROYAL GORGE (1979)
 KS0220
 KS0220                         *CURRENT SURVEY CONTROL
 KS0220  ___________________________________________________________________
 KS0220* NAD 83(1986)-  39 13 25.     (N)    120 24 34.     (W)     SCALED    
 KS0220* NAVD 88     -      1973.15   (+/-2cm)    6473.6    (feet)  VERTCON   
 KS0220  ___________________________________________________________________
 KS0220  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KS0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0220
 KS0220.The horizontal coordinates were scaled from a topographic map and have
 KS0220.an estimated accuracy of +/- 6 seconds.
 KS0220
 KS0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0220.The vertical order pertains to the NGVD 29 superseded value.
 KS0220
 KS0220.The geoid height was determined by GEOID03.
 KS0220
 KS0220;                    North         East    Units  Estimated Accuracy
 KS0220;SPC CA 2     -   674,030.    2,137,330.      MT  (+/- 180 meters Scaled)
 KS0220
 KS0220                          SUPERSEDED SURVEY CONTROL
 KS0220
 KS0220  NGVD 29 (??/??/??) 1972.009  (m)         6469.83   (f) ADJUSTED    2 0
 KS0220
 KS0220.Superseded values are not recommended for survey control.
 KS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0220.See file dsdata.txt to determine how the superseded data were derived.
 KS0220
 KS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ236447(NAD 83)
 KS0220_MARKER: N = NAIL
 KS0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0220_SP_SET: TREE
 KS0220_MARK LOGO: USGS  
 KS0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0220
 KS0220  HISTORY     - Date     Condition        Report By
 KS0220  HISTORY     - UNK      MONUMENTED       USGS
 KS0220  HISTORY     - 1952     GOOD             CGS
 KS0220
 KS0220                          STATION DESCRIPTION
 KS0220
 KS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0220'15.2 MI S FROM SODA SPRINGS.
 KS0220'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0220'SODA SPRINGS, THENCE 14.95 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0220'MEADOWS ROAD, AT A SHARP CURVE IN THE ROAD, IN THE BASE OF A
 KS0220'ROOT OF A FIR TREE, 19.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KS0220'ROAD, ABOUT 5.0 FEET HIGHER THAN THE ROAD, AND MARKED WITH A
 KS0220'WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6470/0
 KS0220'NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0214 ***********************************************************************
 KS0214  DESIGNATION -  6482.0
 KS0214  PID         -  KS0214
 KS0214  STATE/COUNTY-  CA/PLACER
 KS0214  USGS QUAD   -  ROYAL GORGE (1979)
 KS0214
 KS0214                         *CURRENT SURVEY CONTROL
 KS0214  ___________________________________________________________________
 KS0214* NAD 83(1986)-  39 14 31.     (N)    120 23 28.     (W)     SCALED    
 KS0214* NAVD 88     -      1976.79   (+/-2cm)    6485.5    (feet)  VERTCON   
 KS0214  ___________________________________________________________________
 KS0214  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KS0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0214
 KS0214.The horizontal coordinates were scaled from a topographic map and have
 KS0214.an estimated accuracy of +/- 6 seconds.
 KS0214
 KS0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0214.The vertical order pertains to the NGVD 29 superseded value.
 KS0214
 KS0214.The geoid height was determined by GEOID03.
 KS0214
 KS0214;                    North         East    Units  Estimated Accuracy
 KS0214;SPC CA 2     -   676,090.    2,138,880.      MT  (+/- 180 meters Scaled)
 KS0214
 KS0214                          SUPERSEDED SURVEY CONTROL
 KS0214
 KS0214  NGVD 29 (??/??/??) 1975.644  (m)         6481.76   (f) ADJUSTED    2 0
 KS0214
 KS0214.Superseded values are not recommended for survey control.
 KS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0214.See file dsdata.txt to determine how the superseded data were derived.
 KS0214
 KS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ251468(NAD 83)
 KS0214_MARKER: N = NAIL
 KS0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0214_SP_SET: TREE
 KS0214_MARK LOGO: USGS  
 KS0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0214
 KS0214  HISTORY     - Date     Condition        Report By
 KS0214  HISTORY     - UNK      MONUMENTED       USGS
 KS0214  HISTORY     - 1952     GOOD             CGS
 KS0214
 KS0214                          STATION DESCRIPTION
 KS0214
 KS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0214'11.8 MI S FROM SODA SPRINGS.
 KS0214'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0214'SODA SPRINGS, THENCE 11.55 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0214'MEADOWS ROAD, AT A SWITCH BACK IN THE ROAD, IN THE TOP OF A ROOT
 KS0214'AT THE BASE OF A FIR TREE, 44 1/2 FEET SOUTHWEST OF THE CENTER
 KS0214'LINE OF THE ROAD, AT THE CENTER OF THE SWITCH BACK, ABOUT LEVEL
 KS0214'WITH THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD CONTAINING
 KS0214'THE LETTERS AND NUMBERS USBM 6482/0 NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6343 ***********************************************************************
 EW6343  DESIGNATION -  649
 EW6343  PID         -  EW6343
 EW6343  STATE/COUNTY-  CA/VENTURA
 EW6343  USGS QUAD   -  POINT MUGU (1967)
 EW6343
 EW6343                         *CURRENT SURVEY CONTROL
 EW6343  ___________________________________________________________________
 EW6343* NAD 83(1986)-  34 05 28.     (N)    119 03 52.     (W)     SCALED    
 EW6343* NAVD 88     -         3.135  (meters)      10.29   (feet)  READJUSTED
 EW6343  ___________________________________________________________________
 EW6343  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EW6343  DYNAMIC HT  -           3.130 (meters)      10.27  (feet)  COMP
 EW6343  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 EW6343
 EW6343  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6343
 EW6343.The horizontal coordinates were scaled from a topographic map and have
 EW6343.an estimated accuracy of +/- 6 seconds.
 EW6343
 EW6343.The orthometric height was determined by differential leveling
 EW6343.and adjusted in February 1993.
 EW6343.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6343.distribution rate of 0.0 thru 1.0 mm/km.
 EW6343.The height was derived from older observations constrained to new
 EW6343.heights in a crustal motion area.  The height is approximate in
 EW6343.relation to other heights in its vicinity.
 EW6343
 EW6343.The geoid height was determined by GEOID03.
 EW6343
 EW6343.The dynamic height is computed by dividing the NAVD 88
 EW6343.geopotential number by the normal gravity value computed on the
 EW6343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6343.degrees latitude (g = 980.6199 gals.).
 EW6343
 EW6343.The modeled gravity was interpolated from observed gravity values.
 EW6343
 EW6343;                    North         East    Units  Estimated Accuracy
 EW6343;SPC CA 5     -   566,090.    1,901,770.      MT  (+/- 180 meters Scaled)
 EW6343
 EW6343                          SUPERSEDED SURVEY CONTROL
 EW6343
 EW6343  NGVD 29 (??/??/92)    2.366  (m)            7.76   (f) ADJ UNCH    1 1
 EW6343
 EW6343.Superseded values are not recommended for survey control.
 EW6343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6343.See file dsdata.txt to determine how the superseded data were derived.
 EW6343
 EW6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT095741(NAD 83)
 EW6343_MARKER: DD = SURVEY DISK
 EW6343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6343_SP_SET: CULVERT
 EW6343_STAMPING: BM 649
 EW6343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6343
 EW6343  HISTORY     - Date     Condition        Report By
 EW6343  HISTORY     - UNK      MONUMENTED       CADH
 EW6343  HISTORY     - 1971     GOOD             NGS
 EW6343  HISTORY     - 1977     GOOD             NGS
 EW6343  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW6343  HISTORY     - 20071226 MARK NOT FOUND   GEOCAC
 EW6343
 EW6343                          STATION DESCRIPTION
 EW6343
 EW6343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW6343'9.8 MI SE FROM OXNARD.
 EW6343'9.85 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF
 EW6343'WOOLEY ROAD AND SAVIERS ROAD IN OXNARD, 0.05 MILE SOUTHEAST OF A
 EW6343'ROAD SOUTHWEST TO A SEABEE FIRING RANGE, IN THE TOP AND 0.7 FOOT
 EW6343'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL
 EW6343'OF A 15-INCH PIPE CULVERT, 41 FEET NORTHEAST OF THE CENTER LINE
 EW6343'OF THE HIGHWAY, 0.6 FOOT SOUTHWEST OF A WITNESS POST AND ABOUT
 EW6343'1/2 FOOT LOWER THAN THE HIGHWAY.
 EW6343
 EW6343                          STATION RECOVERY (1977)
 EW6343
 EW6343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6343'RECOVERED IN GOOD CONDITION.
 EW6343
 EW6343                          STATION RECOVERY (1989)
 EW6343
 EW6343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6343'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.
 EW6343
 EW6343                          STATION RECOVERY (2007)
 EW6343
 EW6343'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 EW6343'AS PREVIOUSLY REPORTED, THE DISK IS GONE.  FOUND ONLY A BOREHOLE WHERE
 EW6343'THE DISK ONCE RESIDED.  THERE IS NOT ENOUGH LEFT TO USE FOR SURVEY
 EW6343'PURPOSES.  THIS STATION SHOULD BE CONSIDERED LOST.  THERE IS A SPIKE
 EW6343'IN THE CENTER OF THE HEADWALL PAINTED TO INDICATE THAT IT IS A BM,
 EW6343'WHICH COULD BE ESTABLISHED AS A STATION IF NEEDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0693 ***********************************************************************
 JR0693  DESIGNATION -  6496
 JR0693  PID         -  JR0693
 JR0693  STATE/COUNTY-  CA/MONO
 JR0693  USGS QUAD   -  MOUNT JACKSON (1989)
 JR0693
 JR0693                         *CURRENT SURVEY CONTROL
 JR0693  ___________________________________________________________________
 JR0693* NAD 83(1992)-  38 15 45.74782(N)    119 16 34.09014(W)     ADJUSTED  
 JR0693* NAVD 88     -      1982.290  (meters)    6503.56   (feet)  POSTED    
 JR0693  ___________________________________________________________________
 JR0693  EPOCH DATE  -        1991.35
 JR0693  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 JR0693  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JR0693  DYNAMIC HT  -        1979.950 (meters)    6495.89  (feet)  COMP
 JR0693  MODELED GRAV-     979,378.5   (mgal)                       NAVD 88
 JR0693
 JR0693  HORZ ORDER  -  SECOND
 JR0693  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 JR0693
 JR0693.The horizontal coordinates were established by classical geodetic methods
 JR0693.and adjusted by the National Geodetic Survey in March 1994.
 JR0693.The horizontal coordinates are valid at the epoch date displayed above.
 JR0693.The epoch date for horizontal control is a decimal equivalence
 JR0693.of Year/Month/Day.
 JR0693
 JR0693.The orthometric height was determined by differential leveling
 JR0693.and adjusted in October 2003.
 JR0693
 JR0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JR0693
 JR0693.The geoid height was determined by GEOID03.
 JR0693
 JR0693.The dynamic height is computed by dividing the NAVD 88
 JR0693.geopotential number by the normal gravity value computed on the
 JR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0693.degrees latitude (g = 980.6199 gals.).
 JR0693
 JR0693.The modeled gravity was interpolated from observed gravity values.
 JR0693
 JR0693;                    North         East     Units Scale Factor Converg.
 JR0693;SPC CA 3     -   696,331.989 2,107,103.993   MT  0.99996897   +0 44 57.4
 JR0693;SPC CA 3     - 2,284,549.20  6,913,057.02   sFT  0.99996897   +0 44 57.4
 JR0693;UTM  11      - 4,237,413.848   300,864.000   MT  1.00008840   -1 24 36.0
 JR0693
 JR0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JR0693!SPC CA 3     -   0.99969288  x   0.99996897  =   0.99966186
 JR0693!UTM  11      -   0.99969288  x   1.00008840  =   0.99978125
 JR0693
 JR0693|---------------------------------------------------------------------|
 JR0693| PID    Reference Object                     Distance      Geod. Az  |
 JR0693|                                                           dddmmss.s |
 JR0693| DA8735 6496 RM 2                             7.324 METERS 00826     |
 JR0693| DA8734 6496 RM 1                            11.819 METERS 11626     |
 JR0693| JR0692 6496 AZ MK                                         3213847.6 |
 JR0693|---------------------------------------------------------------------|
 JR0693
 JR0693                          SUPERSEDED SURVEY CONTROL
 JR0693
 JR0693  NAD 83(1986)-  38 15 45.72929(N)    119 16 34.08647(W) AD(1984.00) 2
 JR0693  NAD 27      -  38 15 46.01700(N)    119 16 30.52100(W) AD(       ) 2
 JR0693  NGVD 29 (??/??/92) 1980.942  (m)         6499.14   (f) ADJ UNCH    1 2
 JR0693
 JR0693.Superseded values are not recommended for survey control.
 JR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0693.See file dsdata.txt to determine how the superseded data were derived.
 JR0693
 JR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC0086437414(NAD 83)
 JR0693_MARKER: P = PIPE CAP
 JR0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0693_STAMPING: 6496 0
 JR0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JR0693+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 JR0693
 JR0693  HISTORY     - Date     Condition        Report By
 JR0693  HISTORY     - 1956     MONUMENTED       CGS
 JR0693  HISTORY     - 1957     GOOD             USGS
 JR0693  HISTORY     - 1957     GOOD             NGS
 JR0693  HISTORY     - 20040713 GOOD             CADT
 JR0693
 JR0693                          STATION DESCRIPTION
 JR0693
 JR0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 JR0693'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF THE
 JR0693'CENTER OF BRIDGEPORT ON THE NORTHEAST SIDE OF U.S. HIGHWAY 395.
 JR0693'IT IS 35 FEET EAST OF THE CENTER OF U.S. HIGHWAY 395, 22 FEET
 JR0693'NORTH OF THE CENTER OF A DRIVEWAY AND 18 FEET WEST OF A FENCE
 JR0693'LINE.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JR0693'WELDED TO THE TOP OF A 3 INCH IRON PIPE AND SET IN CONCRETE.
 JR0693'IT IS STAMPED 6496 AND PROJECTS 4 INCHES.
 JR0693'
 JR0693'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK WELDED
 JR0693'TO THE TOP OF A 3 INCH IRON PIPE.  IT IS 50 FEET EAST OF THE
 JR0693'CENTER OF U.S. HIGHWAY 395, 10 FEET SOUTH OF THE CENTER OF A
 JR0693'DRIVEWAY AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED BM 6496
 JR0693'1956 AND PROJECTS 4 INCHES.
 JR0693'
 JR0693'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK WELDED
 JR0693'TO THE TOP OF A 3 INCH IRON PIPE.  IT IS 49 FEET EAST OF THE
 JR0693'CENTER OF U.S. HIGHWAY 395, 40 FEET NORTH OF THE CENTER OF A
 JR0693'DRIVEWAY AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED BM 6496
 JR0693'1956 AND PROJECTS 3 INCHES.
 JR0693'
 JR0693'THE AZIMUTH MARK IS LOCATED 200 FEET WEST-SOUTHWEST OF A USFS
 JR0693'SIGN TIOYABE NATIONAL FOREST AND 100 FEET WEST OF THE CENTER OF
 JR0693'U.S. HIGHWY 395.  IT IS STAMPED BM 6496 1956 AND PROJECTS 8
 JR0693'INCHES.
 JR0693'
 JR0693'TO REACH THE STATION FROM THE COURTHOUSE IN BRIDGEPORT FOLLOW
 JR0693'U.S. HIGHWAY 395 NORTHWEST FOR 2.7 MILES TO THE ENTRANCE TO A
 JR0693'SMALL RANCH HOUSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 JR0693'
 JR0693'TO REACH THE AZIMUTH MARK CONTINUE AHEAD FOR 0.8 MILE TO THE
 JR0693'MARK ON THE LEFT AS DESCRIBED.
 JR0693
 JR0693                          STATION RECOVERY (1957)
 JR0693
 JR0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JR0693'TEXT PREVIOUSLY SUBMITTED IN JOB SM.
 JR0693
 JR0693                          STATION RECOVERY (1957)
 JR0693
 JR0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JR0693'2.8 MI NW FROM BRIDGEPORT.
 JR0693'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE
 JR0693'AT BRIDGEPORT, AT THE T JUNCTION OF A DRIVEWAY LEADING NORTHEAST
 JR0693'TO A RANCHHOUSE, 62 1/2 FEET WEST OF AND ACROSS THE DRIVEWAY FROM
 JR0693'TELEPHONE POLE 1 5009 KA 160, 32 FEET NORTHEAST OF THE CENTER
 JR0693'LINE OF THE HIGHWAY, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 JR0693'THE DRIVEWAY, 22 FEET SOUTHWEST OF THE NORTHWEST END OF A GATE,
 JR0693'17.9 FEET SOUTHWEST OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS
 JR0693'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND RIVETED ON THE
 JR0693'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 JR0693'GROUND.
 JR0693
 JR0693                          STATION RECOVERY (2004)
 JR0693
 JR0693'RECOVERY NOTE BY CALTRANS 2004 (KAR)
 JR0693'2.8 MILES WEST ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE AT
 JR0693'BRIDGEPORT, AT THE T JUNCTION OF A DRIVEWAY LEADING NORTHEAST TO THE
 JR0693'GANSBERG RANCH, 9.2M N'LY OF THE CENTERLINE STRIPE OF MNO-395 AT POST
 JR0693'MILE 79.40, 7M NW'LY OF THE CENTERLINE OF SAID DRIVEWAY, 5.5M S'LY OF
 JR0693'A FENCE CORNER, 17.5M SW'LY OF PP 345243-S.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0692 ***********************************************************************
 JR0692  DESIGNATION -  6496 AZ MK
 JR0692  PID         -  JR0692
 JR0692  STATE/COUNTY-  CA/MONO
 JR0692  USGS QUAD   -  MOUNT JACKSON (1989)
 JR0692
 JR0692                         *CURRENT SURVEY CONTROL
 JR0692  ___________________________________________________________________
 JR0692* NAD 83(1986)-  38 16 19.     (N)    119 17 09.     (W)     SCALED    
 JR0692* NAVD 88     -      1995.697  (meters)    6547.55   (feet)  POSTED    
 JR0692  ___________________________________________________________________
 JR0692  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 JR0692  DYNAMIC HT  -        1993.340 (meters)    6539.82  (feet)  COMP
 JR0692  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 JR0692
 JR0692  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0692
 JR0692.The horizontal coordinates were scaled from a topographic map and have
 JR0692.an estimated accuracy of +/- 6 seconds.
 JR0692
 JR0692.The orthometric height was determined by differential leveling
 JR0692.and adjusted in October 2003.
 JR0692.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0692.rate of 1.1 thru 2.0 mm/km.
 JR0692
 JR0692.The geoid height was determined by GEOID03.
 JR0692
 JR0692.The dynamic height is computed by dividing the NAVD 88
 JR0692.geopotential number by the normal gravity value computed on the
 JR0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0692.degrees latitude (g = 980.6199 gals.).
 JR0692
 JR0692.The modeled gravity was interpolated from observed gravity values.
 JR0692
 JR0692;                    North         East    Units  Estimated Accuracy
 JR0692;SPC CA 3     -   697,350.    2,106,240.      MT  (+/- 180 meters Scaled)
 JR0692
 JR0692                          SUPERSEDED SURVEY CONTROL
 JR0692
 JR0692  NGVD 29 (??/??/92) 1994.351  (m)         6543.13   (f) ADJ UNCH    1 2
 JR0692
 JR0692.Superseded values are not recommended for survey control.
 JR0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0692.See file dsdata.txt to determine how the superseded data were derived.
 JR0692
 JR0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC000384(NAD 83)
 JR0692_MARKER: DZ = AZIMUTH MARK DISK
 JR0692_SETTING: 80 = SET IN A BOULDER
 JR0692_SP_SET: BOULDER
 JR0692_STAMPING: BM 6496 USGS 1956
 JR0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0692+STABILITY: SURFACE MOTION
 JR0692
 JR0692  HISTORY     - Date     Condition        Report By
 JR0692  HISTORY     - 1956     MONUMENTED       CGS
 JR0692  HISTORY     - 1957     GOOD             NGS
 JR0692
 JR0692                          STATION DESCRIPTION
 JR0692
 JR0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0692'3.6 MI NW FROM BRIDGEPORT.
 JR0692'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE
 JR0692'AT BRIDGEPORT, 0.25 MILE SOUTHEAST OF THE EAST ENTRANCE TO THE
 JR0692'BRIDGEPORT RANGER STATION, ON THE NORTHEAST SLOPE OF A RIDGE, IN
 JR0692'THE TOP OF A 2-BY 3-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 1
 JR0692'FOOT ABOVE THE GROUND, 182 FEET SOUTH OF AND ACROSS THE HIGHWAY
 JR0692'FROM A U.S. TOIYABE NATIONAL FOREST SIGN, 129 FEET SOUTHWEST OF
 JR0692'AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 1 5023, 75 1/2 FEET
 JR0692'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF A
 JR0692'WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0694 ***********************************************************************
 JR0694  DESIGNATION -  6496 RM 1
 JR0694  PID         -  JR0694
 JR0694  STATE/COUNTY-  CA/MONO
 JR0694  USGS QUAD   -  MOUNT JACKSON (1989)
 JR0694
 JR0694                         *CURRENT SURVEY CONTROL
 JR0694  ___________________________________________________________________
 JR0694* NAD 83(1986)-  38 15 45.     (N)    119 16 36.     (W)     SCALED    
 JR0694* NAVD 88     -      1982.186  (meters)    6503.22   (feet)  POSTED    
 JR0694  ___________________________________________________________________
 JR0694  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JR0694  DYNAMIC HT  -        1979.850 (meters)    6495.56  (feet)  COMP
 JR0694  MODELED GRAV-     979,378.5   (mgal)                       NAVD 88
 JR0694
 JR0694  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0694
 JR0694.The horizontal coordinates were scaled from a topographic map and have
 JR0694.an estimated accuracy of +/- 6 seconds.
 JR0694
 JR0694.The orthometric height was determined by differential leveling
 JR0694.and adjusted in October 2003.
 JR0694.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0694.rate of 1.1 thru 2.0 mm/km.
 JR0694
 JR0694.The geoid height was determined by GEOID03.
 JR0694
 JR0694.The dynamic height is computed by dividing the NAVD 88
 JR0694.geopotential number by the normal gravity value computed on the
 JR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0694.degrees latitude (g = 980.6199 gals.).
 JR0694
 JR0694.The modeled gravity was interpolated from observed gravity values.
 JR0694
 JR0694;                    North         East    Units  Estimated Accuracy
 JR0694;SPC CA 3     -   696,310.    2,107,060.      MT  (+/- 180 meters Scaled)
 JR0694
 JR0694                          SUPERSEDED SURVEY CONTROL
 JR0694
 JR0694  NGVD 29 (??/??/92) 1980.838  (m)         6498.80   (f) ADJ UNCH    1 2
 JR0694
 JR0694.Superseded values are not recommended for survey control.
 JR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0694.See file dsdata.txt to determine how the superseded data were derived.
 JR0694
 JR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC008373(NAD 83)
 JR0694_MARKER: DR = REFERENCE MARK DISK
 JR0694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0694_STAMPING: BM 6496 USGS NO 1 1956
 JR0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0694
 JR0694  HISTORY     - Date     Condition        Report By
 JR0694  HISTORY     - 1956     MONUMENTED       CGS
 JR0694  HISTORY     - 1957     GOOD             NGS
 JR0694
 JR0694                          STATION DESCRIPTION
 JR0694
 JR0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0694'2.8 MI NW FROM BRIDGEPORT.
 JR0694'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE
 JR0694'AT BRIDGEPORT, AT THE T JUNCTION OF A DRIVEWAY LEADING NORTHEAST
 JR0694'TO A RANCHHOUSE, 49 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 JR0694'HIGHWAY, 38.2 FEET EAST OF AND ACROSS THE DRIVEWAY FROM THE
 JR0694'TRIANGULATION STATION BM 6496 (USGS) TRI STA, 25 1/2 FEET
 JR0694'NORTHWEST OF TELEPHONE POLE 1 5009 KA/60, 11 FEET SOUTHEAST OF THE
 JR0694'CENTER LINE OF THE DRIVEWAY, 3 FEET SOUTHEAST OF THE SOUTHEAST END
 JR0694'OF A GATE, 0.6 FOOT SOUTHWEST OF A FENCE, ABOUT 3 FEET LOWER
 JR0694'THAN THE HIGHWAY, AND WELDED ON THE TOP OF A 2-INCH IRON PIPE
 JR0694'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0695 ***********************************************************************
 JR0695  DESIGNATION -  6496 RM 2
 JR0695  PID         -  JR0695
 JR0695  STATE/COUNTY-  CA/MONO
 JR0695  USGS QUAD   -  MOUNT JACKSON (1989)
 JR0695
 JR0695                         *CURRENT SURVEY CONTROL
 JR0695  ___________________________________________________________________
 JR0695* NAD 83(1986)-  38 15 45.     (N)    119 16 33.     (W)     SCALED    
 JR0695* NAVD 88     -      1982.092  (meters)    6502.91   (feet)  POSTED    
 JR0695  ___________________________________________________________________
 JR0695  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JR0695  DYNAMIC HT  -        1979.750 (meters)    6495.23  (feet)  COMP
 JR0695  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 JR0695
 JR0695  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JR0695
 JR0695.The horizontal coordinates were scaled from a topographic map and have
 JR0695.an estimated accuracy of +/- 6 seconds.
 JR0695
 JR0695.The orthometric height was determined by differential leveling
 JR0695.and adjusted in October 2003.
 JR0695.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JR0695.rate of 2.1 thru 3.0 mm/km.
 JR0695
 JR0695.The geoid height was determined by GEOID03.
 JR0695
 JR0695.The dynamic height is computed by dividing the NAVD 88
 JR0695.geopotential number by the normal gravity value computed on the
 JR0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0695.degrees latitude (g = 980.6199 gals.).
 JR0695
 JR0695.The modeled gravity was interpolated from observed gravity values.
 JR0695
 JR0695;                    North         East    Units  Estimated Accuracy
 JR0695;SPC CA 3     -   696,310.    2,107,130.      MT  (+/- 180 meters Scaled)
 JR0695
 JR0695                          SUPERSEDED SURVEY CONTROL
 JR0695
 JR0695  NGVD 29 (??/??/92) 1980.744  (m)         6498.49   (f) ADJ UNCH    1 2
 JR0695
 JR0695.Superseded values are not recommended for survey control.
 JR0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0695.See file dsdata.txt to determine how the superseded data were derived.
 JR0695
 JR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC008373(NAD 83)
 JR0695_MARKER: DR = REFERENCE MARK DISK
 JR0695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0695_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0695_STAMPING: BM 6496 USGS NO 2 1956
 JR0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0695
 JR0695  HISTORY     - Date     Condition        Report By
 JR0695  HISTORY     - 1956     MONUMENTED       CGS
 JR0695  HISTORY     - 1957     GOOD             NGS
 JR0695
 JR0695                          STATION DESCRIPTION
 JR0695
 JR0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0695'2.8 MI NW FROM BRIDGEPORT.
 JR0695'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE
 JR0695'AT BRIDGEPORT, AT THE T JUNCTION OF A DRIVEWAY LEADING NORTHEAST
 JR0695'TO A RANCHHOUSE, 49 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 JR0695'HIGHWAY, 39 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY,
 JR0695'23.8 FEET NORTH OF TRIANGULATION STATION BM 6496 (USGS) TRI STA,
 JR0695'32 FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 1.2 FEET
 JR0695'SOUTHWEST OF A FENCE, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 JR0695'WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.3 FOOT
 JR0695'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0313 ***********************************************************************
 KS0313  DESIGNATION -  6499
 KS0313  PID         -  KS0313
 KS0313  STATE/COUNTY-  CA/PLACER
 KS0313  USGS QUAD   -  KINGS BEACH (1992)
 KS0313
 KS0313                         *CURRENT SURVEY CONTROL
 KS0313  ___________________________________________________________________
 KS0313* NAD 83(1986)-  39 11 36.     (N)    120 06 14.     (W)     SCALED    
 KS0313* NAVD 88     -      1982.27   (+/-2cm)    6503.5    (feet)  VERTCON   
 KS0313  ___________________________________________________________________
 KS0313  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KS0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0313
 KS0313.The horizontal coordinates were scaled from a topographic map and have
 KS0313.an estimated accuracy of +/- 6 seconds.
 KS0313
 KS0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0313.The vertical order pertains to the NGVD 29 superseded value.
 KS0313
 KS0313.The geoid height was determined by GEOID03.
 KS0313
 KS0313;                    North         East    Units  Estimated Accuracy
 KS0313;SPC CA 2     -   671,180.    2,163,780.      MT  (+/- 180 meters Scaled)
 KS0313
 KS0313                          SUPERSEDED SURVEY CONTROL
 KS0313
 KS0313  NGVD 29 (??/??/??) 1981.047  (m)         6499.48   (f) ADJUSTED    2 0
 KS0313
 KS0313.Superseded values are not recommended for survey control.
 KS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0313.See file dsdata.txt to determine how the superseded data were derived.
 KS0313
 KS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ501422(NAD 83)
 KS0313_MARKER: Q = CHISELED SQUARE
 KS0313_SETTING: 80 = SET IN A BOULDER
 KS0313_MARK LOGO: USGS  
 KS0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0313+STABILITY: SURFACE MOTION
 KS0313
 KS0313  HISTORY     - Date     Condition        Report By
 KS0313  HISTORY     - UNK      MONUMENTED       USGS
 KS0313  HISTORY     - 1957     MARK NOT FOUND   CGS
 KS0313  HISTORY     - 19990716 MARK NOT FOUND   USPSQD
 KS0313
 KS0313                          STATION DESCRIPTION
 KS0313
 KS0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KS0313'3 MI NE FROM TAHOE CITY.
 KS0313'ABOUT 3 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST
 KS0313'OFFICE AT TAHOE, PLACER COUNTY, AT THE TOP OF A LONG HILL, AT
 KS0313'THE JUNCTION OF A DIRT ROAD LEADING EAST THROUGH TIMBER, 30 FEET
 KS0313'SOUTHWEST OF POLE 105, 12 FEET WEST OF THE CENTERLINE OF THE
 KS0313'HIGHWAY, AND ON THE TOP OF A SMALL BOULDER.  A CHISELED SQUARE.
 KS0313
 KS0313                          STATION RECOVERY (1999)
 KS0313
 KS0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 KS0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6476 ***********************************************************************
 EW6476  DESIGNATION -  65
 EW6476  PID         -  EW6476
 EW6476  STATE/COUNTY-  CA/VENTURA
 EW6476  USGS QUAD   -  PITAS POINT (1967)
 EW6476
 EW6476                         *CURRENT SURVEY CONTROL
 EW6476  ___________________________________________________________________
 EW6476* NAD 83(1986)-  34 22 20.     (N)    119 27 23.     (W)     SCALED    
 EW6476* NAVD 88     -        10.173  (meters)      33.38   (feet)  ADJUSTED  
 EW6476  ___________________________________________________________________
 EW6476  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 EW6476  DYNAMIC HT  -          10.163 (meters)      33.34  (feet)  COMP
 EW6476  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 EW6476
 EW6476  VERT ORDER  -  FIRST     CLASS I
 EW6476
 EW6476.The horizontal coordinates were scaled from a topographic map and have
 EW6476.an estimated accuracy of +/- 6 seconds.
 EW6476
 EW6476.The orthometric height was determined by differential leveling
 EW6476.and adjusted in June 1991.
 EW6476
 EW6476.The geoid height was determined by GEOID03.
 EW6476
 EW6476.The dynamic height is computed by dividing the NAVD 88
 EW6476.geopotential number by the normal gravity value computed on the
 EW6476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6476.degrees latitude (g = 980.6199 gals.).
 EW6476
 EW6476.The modeled gravity was interpolated from observed gravity values.
 EW6476
 EW6476;                    North         East    Units  Estimated Accuracy
 EW6476;SPC CA 5     -   597,720.    1,866,050.      MT  (+/- 180 meters Scaled)
 EW6476
 EW6476                          SUPERSEDED SURVEY CONTROL
 EW6476
 EW6476  NGVD 29 (??/??/92)    9.370  (m)           30.74   (f) ADJ UNCH    1 1
 EW6476
 EW6476.Superseded values are not recommended for survey control.
 EW6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6476.See file dsdata.txt to determine how the superseded data were derived.
 EW6476
 EW6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU741061(NAD 83)
 EW6476_MARKER: B = BOLT
 EW6476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6476_SP_SET: WINGWALL
 EW6476_MARK LOGO: NONE  
 EW6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6476+STABILITY: SURFACE MOTION
 EW6476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6476+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989
 EW6476
 EW6476  HISTORY     - Date     Condition        Report By
 EW6476  HISTORY     - 1973     MONUMENTED       CA-111
 EW6476  HISTORY     - 1977     GOOD             NGS
 EW6476  HISTORY     - 19890327 GOOD             NGS
 EW6476
 EW6476                          STATION DESCRIPTION
 EW6476
 EW6476'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1973
 EW6476'IN CARPINTERIA.
 EW6476'1.3 MILES SOUTHEASTERLY ALONG THE S.P.R.R. FROM THE VENUTRA-SANTA BAR-
 EW6476'BARA COUNTY LINE, 550 NORTHWESTERLY ALONG THE S.P.R.R. FROM THE ENT-
 EW6476'RANCE TO PHILLIPS 66 OIL PROCESSING PLANT. 11.0 FT NORTH OF THE CEN-
 EW6476'TER OF THE RAILROAD TRACK. A BOLT AND WASHER SET IN THE NORTHEAST CON-
 EW6476'CRETE WINGWALL TO A RAILROAD BRIDGE MARKED 385.55 AT MILEAGE POST 101
 EW6476'VEN. 42.33.
 EW6476
 EW6476                          STATION RECOVERY (1977)
 EW6476
 EW6476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6476'4.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6476'STATION AT CARPINTERIA, IN TOP OF NORTHEAST WINGWALL OF BOX
 EW6476'CULVERT NUMBER 385.56 UNDER TRACKS, 8.5 FT. NORTHEAST OF NORTHEAST
 EW6476'RAIL 88 FT. NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES
 EW6476'OF U.S. HIGHWAY 101, 3 FT. EAST OF THE WEST END OF WINGWALL, AT
 EW6476'HIGHWAY MILE MARKER 42.33, AN IRON BOLT
 EW6476
 EW6476                          STATION RECOVERY (1989)
 EW6476
 EW6476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6476'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM
 EW6476'(5.20 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW6476'JUNCTION OF LINDEN AVENUE IN CARPINTERIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9079 ***********************************************************************
 EW9079  DESIGNATION -  65 14 A
 EW9079  PID         -  EW9079
 EW9079  STATE/COUNTY-  CA/LOS ANGELES
 EW9079  USGS QUAD   -  CALABASAS (1967)
 EW9079
 EW9079                         *CURRENT SURVEY CONTROL
 EW9079  ___________________________________________________________________
 EW9079* NAD 83(1986)-  34 08 26.     (N)    118 42 33.     (W)     SCALED    
 EW9079* NAVD 88     -       251.316  (meters)     824.53   (feet)  ADJUSTED  
 EW9079  ___________________________________________________________________
 EW9079  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EW9079  DYNAMIC HT  -         251.055 (meters)     823.67  (feet)  COMP
 EW9079  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 EW9079
 EW9079  VERT ORDER  -  FIRST     CLASS I
 EW9079
 EW9079.The horizontal coordinates were scaled from a topographic map and have
 EW9079.an estimated accuracy of +/- 6 seconds.
 EW9079
 EW9079.The orthometric height was determined by differential leveling
 EW9079.and adjusted in June 1995.
 EW9079
 EW9079.The geoid height was determined by GEOID03.
 EW9079
 EW9079.The dynamic height is computed by dividing the NAVD 88
 EW9079.geopotential number by the normal gravity value computed on the
 EW9079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9079.degrees latitude (g = 980.6199 gals.).
 EW9079
 EW9079.The modeled gravity was interpolated from observed gravity values.
 EW9079
 EW9079;                    North         East    Units  Estimated Accuracy
 EW9079;SPC CA 5     -   571,290.    1,934,590.      MT  (+/- 180 meters Scaled)
 EW9079
 EW9079                          SUPERSEDED SURVEY CONTROL
 EW9079
 EW9079.No superseded survey control is available for this station.
 EW9079
 EW9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT424790(NAD 83)
 EW9079_MARKER: N = NAIL
 EW9079_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW9079_SP_SET: OVERPASS ABUTMENT
 EW9079_STAMPING: B.M. 65-14A 1967 5869
 EW9079_MARK LOGO: CA-037
 EW9079_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9079+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 EW9079
 EW9079  HISTORY     - Date     Condition        Report By
 EW9079  HISTORY     - 1967     MONUMENTED       CA-037
 EW9079  HISTORY     - 1974     GOOD             CA-037
 EW9079  HISTORY     - 19940726 GOOD             NGS
 EW9079
 EW9079                          STATION DESCRIPTION
 EW9079
 EW9079'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9079'IN AGOURA.
 EW9079'VENTURA FREEWAY AND THE LOST HILLS ROAD, RONDELL STREET BRIDGE OVER
 EW9079'THE FREEWAY, AT THE SOUTHEAST CORNER OF THE BRIDGE, SET IN THE TOP OF
 EW9079'THE CONCRETE ABUTMENT AT THE SOUTH END OF THE EAST GUARD RAIL.
 EW9079
 EW9079                          STATION RECOVERY (1994)
 EW9079
 EW9079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9079'11.1 KM (6.90 MI) SOUTHERLY ALONG FREEWAY 101 FROM THE JUNCTION OF
 EW9079'STATE HIGHWAY 23 SOUTH IN THOUSAND OAKS, A NAIL NEAR THE EAST END OF
 EW9079'THE SOUTH CONCRETE ABUTMENT PARAPET OF THE LOST HILLS ROAD OVERPASS OF
 EW9079'THE FREEWAY, 23.7 M (77.8 FT) SOUTH OF THE CENTER OF THE SOUTHBOUND
 EW9079'LANES OF THE FREEWAY, 4.5 M (14.8 FT) EAST OF THE ROAD CENTERLINE, AND
 EW9079'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--THE NAIL HAS A
 EW9079'WASHER THAT IS STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1894 ***********************************************************************
 JT1894  DESIGNATION -  65 2
 JT1894  PID         -  JT1894
 JT1894  STATE/COUNTY-  CA/NAPA
 JT1894  USGS QUAD   -  NAPA (1980)
 JT1894
 JT1894                         *CURRENT SURVEY CONTROL
 JT1894  ___________________________________________________________________
 JT1894* NAD 83(1986)-  38 17 51.     (N)    122 16 17.     (W)     SCALED    
 JT1894* NAVD 88     -        16.48   (+/-2cm)      54.1    (feet)  VERTCON   
 JT1894  ___________________________________________________________________
 JT1894  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1894  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1894
 JT1894.The horizontal coordinates were scaled from a topographic map and have
 JT1894.an estimated accuracy of +/- 6 seconds.
 JT1894
 JT1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1894.The vertical order pertains to the NGVD 29 superseded value.
 JT1894
 JT1894.The geoid height was determined by GEOID03.
 JT1894
 JT1894;                    North         East    Units  Estimated Accuracy
 JT1894;SPC CA 2     -   570,060.    1,976,260.      MT  (+/- 180 meters Scaled)
 JT1894
 JT1894                          SUPERSEDED SURVEY CONTROL
 JT1894
 JT1894  NGVD 29 (??/??/92)   15.698  (m)           51.50   (f) ADJ UNCH    1 1
 JT1894
 JT1894.Superseded values are not recommended for survey control.
 JT1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1894.See file dsdata.txt to determine how the superseded data were derived.
 JT1894
 JT1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637390(NAD 83)
 JT1894_MARKER: P = PIPE CAP
 JT1894_SETTING: 0 = UNSPECIFIED SETTING
 JT1894_MARK LOGO: CA2330
 JT1894_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1894
 JT1894  HISTORY     - Date     Condition        Report By
 JT1894  HISTORY     - 1971     MONUMENTED       CA2330
 JT1894
 JT1894                          STATION DESCRIPTION
 JT1894
 JT1894'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1894'ALONG COOMBSVILLE ROAD, 400 FT (121.9 M) WEST OF TERRACE, SOUTH ON
 JT1894'SIDE ON D-2 CB, A GALVANIZED CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1889 ***********************************************************************
 JT1889  DESIGNATION -  65 3
 JT1889  PID         -  JT1889
 JT1889  STATE/COUNTY-  CA/NAPA
 JT1889  USGS QUAD   -  NAPA (1980)
 JT1889
 JT1889                         *CURRENT SURVEY CONTROL
 JT1889  ___________________________________________________________________
 JT1889* NAD 83(1986)-  38 17 48.     (N)    122 15 44.     (W)     SCALED    
 JT1889* NAVD 88     -        35.84   (+/-2cm)     117.6    (feet)  VERTCON   
 JT1889  ___________________________________________________________________
 JT1889  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1889  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1889
 JT1889.The horizontal coordinates were scaled from a topographic map and have
 JT1889.an estimated accuracy of +/- 6 seconds.
 JT1889
 JT1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1889.The vertical order pertains to the NGVD 29 superseded value.
 JT1889
 JT1889.The geoid height was determined by GEOID03.
 JT1889
 JT1889;                    North         East    Units  Estimated Accuracy
 JT1889;SPC CA 2     -   569,970.    1,977,060.      MT  (+/- 180 meters Scaled)
 JT1889
 JT1889                          SUPERSEDED SURVEY CONTROL
 JT1889
 JT1889  NGVD 29 (??/??/92)   35.053  (m)          115.00   (f) ADJ UNCH    1 1
 JT1889
 JT1889.Superseded values are not recommended for survey control.
 JT1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1889.See file dsdata.txt to determine how the superseded data were derived.
 JT1889
 JT1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645389(NAD 83)
 JT1889_MARKER: DD = SURVEY DISK
 JT1889_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1889+WITH SETTING: PAVEMENT
 JT1889_SP_SET: FLAG BASE
 JT1889_MARK LOGO: CA2330
 JT1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1889+STABILITY: SURFACE MOTION
 JT1889
 JT1889  HISTORY     - Date     Condition        Report By
 JT1889  HISTORY     - 1971     MONUMENTED       CA2330
 JT1889
 JT1889                          STATION DESCRIPTION
 JT1889
 JT1889'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1889'ALONG COOMBSVILLE ROAD AT SILVERADO JUNIOR HIGH, A BRASS CAP SET IN
 JT1889'THE FLAG POLE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5242 ***********************************************************************
 EW5242  DESIGNATION -  65 4
 EW5242  PID         -  EW5242
 EW5242  STATE/COUNTY-  CA/VENTURA
 EW5242  USGS QUAD   -  SANTA PAULA (1967)
 EW5242
 EW5242                         *CURRENT SURVEY CONTROL
 EW5242  ___________________________________________________________________
 EW5242* NAD 83(1986)-  34 21 50.     (N)    119 02 16.     (W)     SCALED    
 EW5242* NAVD 88     -        93.458  (meters)     306.62   (feet)  READJUSTED
 EW5242  ___________________________________________________________________
 EW5242  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 EW5242  DYNAMIC HT  -          93.360 (meters)     306.30  (feet)  COMP
 EW5242  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 EW5242
 EW5242  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5242
 EW5242.The horizontal coordinates were scaled from a topographic map and have
 EW5242.an estimated accuracy of +/- 6 seconds.
 EW5242
 EW5242.The orthometric height was determined by differential leveling
 EW5242.and adjusted in February 1993.
 EW5242.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5242.distribution rate of 0.0 thru 1.0 mm/km.
 EW5242.The height was derived from older observations constrained to new
 EW5242.heights in a crustal motion area.  The height is approximate in
 EW5242.relation to other heights in its vicinity.
 EW5242
 EW5242.The geoid height was determined by GEOID03.
 EW5242
 EW5242.The dynamic height is computed by dividing the NAVD 88
 EW5242.geopotential number by the normal gravity value computed on the
 EW5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5242.degrees latitude (g = 980.6199 gals.).
 EW5242
 EW5242.The modeled gravity was interpolated from observed gravity values.
 EW5242
 EW5242;                    North         East    Units  Estimated Accuracy
 EW5242;SPC CA 5     -   596,320.    1,904,540.      MT  (+/- 180 meters Scaled)
 EW5242
 EW5242                          SUPERSEDED SURVEY CONTROL
 EW5242
 EW5242  NGVD 29 (??/??/92)   92.463  (m)          303.36   (f) ADJ UNCH    1 1
 EW5242
 EW5242.Superseded values are not recommended for survey control.
 EW5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5242.See file dsdata.txt to determine how the superseded data were derived.
 EW5242
 EW5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU126043(NAD 83)
 EW5242_MARKER: DD = SURVEY DISK
 EW5242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5242_SP_SET: BRIDGE
 EW5242_STAMPING: 65-4 1968
 EW5242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5242
 EW5242  HISTORY     - Date     Condition        Report By
 EW5242  HISTORY     - 1968     MONUMENTED       CA-111
 EW5242  HISTORY     - 1971     GOOD             NGS
 EW5242  HISTORY     - 1977     GOOD             NGS
 EW5242  HISTORY     - 19890421 MARK NOT FOUND   NGS
 EW5242
 EW5242                          STATION DESCRIPTION
 EW5242
 EW5242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW5242'1.4 MI NE FROM SANTA PAULA.
 EW5242'1.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW5242'STATION AT SANTA PAULA, 0.2 MILE NORTHEAST OF THE CROSSING OF STATE
 EW5242'HIGHWAY 126, DIRECTLY NORTH OF A WOODEN RAILROAD BRIDGE, IN THE
 EW5242'TOP OF THE SOUTH END OF THE NORTH CONCRETE WING WALL OF HIGHWAY
 EW5242'BRIDGE 52-29, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 EW5242'HIGHWAY, 1.8 FEET NORTH OF THE NORTHWEST EDGE OF BRIDGE FLOOR,
 EW5242'3.9 FEET WEST OF NORTH CORNER OF BRIDGE FLOOR AND ABOUT 2 FEET
 EW5242'LOWER THAN THE ROAD.
 EW5242
 EW5242                          STATION RECOVERY (1977)
 EW5242
 EW5242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5242'RECOVERED IN GOOD CONDITION.
 EW5242
 EW5242                          STATION RECOVERY (1989)
 EW5242
 EW5242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW5242'NOT RECOVERED, BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9443 ***********************************************************************
 EW9443  DESIGNATION -  65 4 RM 1
 EW9443  PID         -  EW9443
 EW9443  STATE/COUNTY-  CA/VENTURA
 EW9443  USGS QUAD   -  SANTA PAULA (1967)
 EW9443
 EW9443                         *CURRENT SURVEY CONTROL
 EW9443  ___________________________________________________________________
 EW9443* NAD 83(1986)-  34 21 49.     (N)    119 02 15.     (W)     SCALED    
 EW9443* NAVD 88     -        95.136  (meters)     312.13   (feet)  ADJUSTED  
 EW9443  ___________________________________________________________________
 EW9443  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 EW9443  DYNAMIC HT  -          95.034 (meters)     311.79  (feet)  COMP
 EW9443  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 EW9443
 EW9443  VERT ORDER  -  FIRST     CLASS II
 EW9443
 EW9443.The horizontal coordinates were scaled from a topographic map and have
 EW9443.an estimated accuracy of +/- 6 seconds.
 EW9443
 EW9443.The orthometric height was determined by differential leveling
 EW9443.and adjusted in June 1991.
 EW9443
 EW9443.The geoid height was determined by GEOID03.
 EW9443
 EW9443.The dynamic height is computed by dividing the NAVD 88
 EW9443.geopotential number by the normal gravity value computed on the
 EW9443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9443.degrees latitude (g = 980.6199 gals.).
 EW9443
 EW9443.The modeled gravity was interpolated from observed gravity values.
 EW9443
 EW9443;                    North         East    Units  Estimated Accuracy
 EW9443;SPC CA 5     -   596,290.    1,904,570.      MT  (+/- 180 meters Scaled)
 EW9443
 EW9443                          SUPERSEDED SURVEY CONTROL
 EW9443
 EW9443.No superseded survey control is available for this station.
 EW9443
 EW9443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU126043(NAD 83)
 EW9443_MARKER: DB = BENCH MARK DISK
 EW9443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW9443_SP_SET: ABUTMENT
 EW9443_STAMPING: 65-4 RM-1 1988
 EW9443_MARK LOGO: CA-111
 EW9443_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9443+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1989
 EW9443
 EW9443  HISTORY     - Date     Condition        Report By
 EW9443  HISTORY     - 1988     MONUMENTED       CA-111
 EW9443  HISTORY     - 19890421 GOOD             NGS
 EW9443
 EW9443                          STATION DESCRIPTION
 EW9443
 EW9443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9443'2.3 KM (1.45 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW9443'FROM THE STATION IN SANTA PAULA, THENCE 0.1 KM (0.05 MI)
 EW9443'NORTHEASTERLY ALONG SANTA PAULA FREEWAY, IN TOP AND 0.15 M (0.5 FT)
 EW9443'SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY
 EW9443'BRIDGE NUMBER 52-29 SPANNING HAUN CREEK.  6.6 M (21.7 FT) NORTH OF
 EW9443'THE CENTERLINE OF END OF THE ABUTMENT AND LEVEL WITH THE TOP OF
 EW9443'ABUTMENT AND HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1883 ***********************************************************************
 JT1883  DESIGNATION -  65 6
 JT1883  PID         -  JT1883
 JT1883  STATE/COUNTY-  CA/NAPA
 JT1883  USGS QUAD   -  MT GEORGE (1973)
 JT1883
 JT1883                         *CURRENT SURVEY CONTROL
 JT1883  ___________________________________________________________________
 JT1883* NAD 83(1986)-  38 17 41.     (N)    122 14 38.     (W)     SCALED    
 JT1883* NAVD 88     -        29.49   (+/-2cm)      96.8    (feet)  VERTCON   
 JT1883  ___________________________________________________________________
 JT1883  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1883  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1883
 JT1883.The horizontal coordinates were scaled from a topographic map and have
 JT1883.an estimated accuracy of +/- 6 seconds.
 JT1883
 JT1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1883.The vertical order pertains to the NGVD 29 superseded value.
 JT1883
 JT1883.The geoid height was determined by GEOID03.
 JT1883
 JT1883;                    North         East    Units  Estimated Accuracy
 JT1883;SPC CA 2     -   569,750.    1,978,660.      MT  (+/- 180 meters Scaled)
 JT1883
 JT1883                          SUPERSEDED SURVEY CONTROL
 JT1883
 JT1883  NGVD 29 (??/??/92)   28.698  (m)           94.15   (f) ADJ UNCH    1 1
 JT1883
 JT1883.Superseded values are not recommended for survey control.
 JT1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1883.See file dsdata.txt to determine how the superseded data were derived.
 JT1883
 JT1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH661387(NAD 83)
 JT1883_MARKER: DD = SURVEY DISK
 JT1883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1883_SP_SET: HEADWALL
 JT1883_MARK LOGO: CA2330
 JT1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1883+STABILITY: SURFACE MOTION
 JT1883
 JT1883  HISTORY     - Date     Condition        Report By
 JT1883  HISTORY     - 1971     MONUMENTED       CA2330
 JT1883
 JT1883                          STATION DESCRIPTION
 JT1883
 JT1883'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1883'ALONG COOMBSVILLE ROAD, 300 FT (91.4 M) EAST OF SECOND AVENUE, NORTH
 JT1883'OF SIDE, A BRASS CAP ON HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1895 ***********************************************************************
 JT1895  DESIGNATION -  65 A
 JT1895  PID         -  JT1895
 JT1895  STATE/COUNTY-  CA/NAPA
 JT1895  USGS QUAD   -  NAPA (1980)
 JT1895
 JT1895                         *CURRENT SURVEY CONTROL
 JT1895  ___________________________________________________________________
 JT1895* NAD 83(1986)-  38 17 51.     (N)    122 16 17.     (W)     SCALED    
 JT1895* NAVD 88     -        15.51   (+/-2cm)      50.9    (feet)  VERTCON   
 JT1895  ___________________________________________________________________
 JT1895  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JT1895  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1895
 JT1895.The horizontal coordinates were scaled from a topographic map and have
 JT1895.an estimated accuracy of +/- 6 seconds.
 JT1895
 JT1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1895.The vertical order pertains to the NGVD 29 superseded value.
 JT1895
 JT1895.The geoid height was determined by GEOID03.
 JT1895
 JT1895;                    North         East    Units  Estimated Accuracy
 JT1895;SPC CA 2     -   570,060.    1,976,260.      MT  (+/- 180 meters Scaled)
 JT1895
 JT1895                          SUPERSEDED SURVEY CONTROL
 JT1895
 JT1895  NGVD 29 (??/??/92)   14.724  (m)           48.31   (f) ADJ UNCH    1 1
 JT1895
 JT1895.Superseded values are not recommended for survey control.
 JT1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1895.See file dsdata.txt to determine how the superseded data were derived.
 JT1895
 JT1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH637390(NAD 83)
 JT1895_MARKER: DD = SURVEY DISK
 JT1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1895_SP_SET: CONCRETE POST
 JT1895_MARK LOGO: CA2330
 JT1895_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1895+STABILITY: SURFACE MOTION
 JT1895
 JT1895  HISTORY     - Date     Condition        Report By
 JT1895  HISTORY     - 1971     MONUMENTED       CA2330
 JT1895
 JT1895                          STATION DESCRIPTION
 JT1895
 JT1895'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1895'AT INTERSECTION OF COOMBSVILLE ROAD AND HENNESSEY, ON SOUTH SIDE, A
 JT1895'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1892 ***********************************************************************
 JT1892  DESIGNATION -  65 B
 JT1892  PID         -  JT1892
 JT1892  STATE/COUNTY-  CA/NAPA
 JT1892  USGS QUAD   -  NAPA (1980)
 JT1892
 JT1892                         *CURRENT SURVEY CONTROL
 JT1892  ___________________________________________________________________
 JT1892* NAD 83(1986)-  38 17 51.     (N)    122 16 11.     (W)     SCALED    
 JT1892* NAVD 88     -        20.14   (+/-2cm)      66.1    (feet)  VERTCON   
 JT1892  ___________________________________________________________________
 JT1892  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1892  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1892
 JT1892.The horizontal coordinates were scaled from a topographic map and have
 JT1892.an estimated accuracy of +/- 6 seconds.
 JT1892
 JT1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1892.The vertical order pertains to the NGVD 29 superseded value.
 JT1892
 JT1892.The geoid height was determined by GEOID03.
 JT1892
 JT1892;                    North         East    Units  Estimated Accuracy
 JT1892;SPC CA 2     -   570,060.    1,976,410.      MT  (+/- 180 meters Scaled)
 JT1892
 JT1892                          SUPERSEDED SURVEY CONTROL
 JT1892
 JT1892  NGVD 29 (??/??/92)   19.352  (m)           63.49   (f) ADJ UNCH    1 1
 JT1892
 JT1892.Superseded values are not recommended for survey control.
 JT1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1892.See file dsdata.txt to determine how the superseded data were derived.
 JT1892
 JT1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638390(NAD 83)
 JT1892_MARKER: DD = SURVEY DISK
 JT1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1892_SP_SET: CONCRETE POST
 JT1892_MARK LOGO: CA2330
 JT1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1892+STABILITY: SURFACE MOTION
 JT1892
 JT1892  HISTORY     - Date     Condition        Report By
 JT1892  HISTORY     - 1971     MONUMENTED       CA2330
 JT1892
 JT1892                          STATION DESCRIPTION
 JT1892
 JT1892'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1892'ALONG COOMBSVILLE ROAD, 10 FT (3.0 M) WEST OF CENTERLINE OF TERRANCE,
 JT1892'ON NORTH SIDE OF STREET, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1892'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1891 ***********************************************************************
 JT1891  DESIGNATION -  65 C
 JT1891  PID         -  JT1891
 JT1891  STATE/COUNTY-  CA/NAPA
 JT1891  USGS QUAD   -  NAPA (1980)
 JT1891
 JT1891                         *CURRENT SURVEY CONTROL
 JT1891  ___________________________________________________________________
 JT1891* NAD 83(1986)-  38 17 50.     (N)    122 16 06.     (W)     SCALED    
 JT1891* NAVD 88     -        25.67   (+/-2cm)      84.2    (feet)  VERTCON   
 JT1891  ___________________________________________________________________
 JT1891  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1891  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1891
 JT1891.The horizontal coordinates were scaled from a topographic map and have
 JT1891.an estimated accuracy of +/- 6 seconds.
 JT1891
 JT1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1891.The vertical order pertains to the NGVD 29 superseded value.
 JT1891
 JT1891.The geoid height was determined by GEOID03.
 JT1891
 JT1891;                    North         East    Units  Estimated Accuracy
 JT1891;SPC CA 2     -   570,030.    1,976,530.      MT  (+/- 180 meters Scaled)
 JT1891
 JT1891                          SUPERSEDED SURVEY CONTROL
 JT1891
 JT1891  NGVD 29 (??/??/92)   24.887  (m)           81.65   (f) ADJ UNCH    1 1
 JT1891
 JT1891.Superseded values are not recommended for survey control.
 JT1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1891.See file dsdata.txt to determine how the superseded data were derived.
 JT1891
 JT1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH639390(NAD 83)
 JT1891_MARKER: DD = SURVEY DISK
 JT1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1891_SP_SET: CONCRETE POST
 JT1891_MARK LOGO: CA2330
 JT1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1891+STABILITY: SURFACE MOTION
 JT1891
 JT1891  HISTORY     - Date     Condition        Report By
 JT1891  HISTORY     - 1971     MONUMENTED       CA2330
 JT1891
 JT1891                          STATION DESCRIPTION
 JT1891
 JT1891'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1891'ALONG COOMBSVILLE ROAD AT MONTICELLO CUT THROUGH, ON NORTH SIDE, A
 JT1891'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1888 ***********************************************************************
 JT1888  DESIGNATION -  65 E
 JT1888  PID         -  JT1888
 JT1888  STATE/COUNTY-  CA/NAPA
 JT1888  USGS QUAD   -  NAPA (1980)
 JT1888
 JT1888                         *CURRENT SURVEY CONTROL
 JT1888  ___________________________________________________________________
 JT1888* NAD 83(1986)-  38 17 48.     (N)    122 15 43.     (W)     SCALED    
 JT1888* NAVD 88     -        35.70   (+/-2cm)     117.1    (feet)  VERTCON   
 JT1888  ___________________________________________________________________
 JT1888  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1888  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1888
 JT1888.The horizontal coordinates were scaled from a topographic map and have
 JT1888.an estimated accuracy of +/- 6 seconds.
 JT1888
 JT1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1888.The vertical order pertains to the NGVD 29 superseded value.
 JT1888
 JT1888.The geoid height was determined by GEOID03.
 JT1888
 JT1888;                    North         East    Units  Estimated Accuracy
 JT1888;SPC CA 2     -   569,970.    1,977,090.      MT  (+/- 180 meters Scaled)
 JT1888
 JT1888                          SUPERSEDED SURVEY CONTROL
 JT1888
 JT1888  NGVD 29 (??/??/92)   34.916  (m)          114.55   (f) ADJ UNCH    1 1
 JT1888
 JT1888.Superseded values are not recommended for survey control.
 JT1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1888.See file dsdata.txt to determine how the superseded data were derived.
 JT1888
 JT1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH645389(NAD 83)
 JT1888_MARKER: DD = SURVEY DISK
 JT1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1888_SP_SET: CONCRETE POST
 JT1888_MARK LOGO: CA2330
 JT1888_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1888+STABILITY: SURFACE MOTION
 JT1888
 JT1888  HISTORY     - Date     Condition        Report By
 JT1888  HISTORY     - 1971     MONUMENTED       CA2330
 JT1888
 JT1888                          STATION DESCRIPTION
 JT1888
 JT1888'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1888'AT SILVERADO JUNIOR HIGH PARKING AREA, 12 FT (3.7 M) NORTH OF
 JT1888'BUILDING, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1887 ***********************************************************************
 JT1887  DESIGNATION -  65 F
 JT1887  PID         -  JT1887
 JT1887  STATE/COUNTY-  CA/NAPA
 JT1887  USGS QUAD   -  NAPA (1980)
 JT1887
 JT1887                         *CURRENT SURVEY CONTROL
 JT1887  ___________________________________________________________________
 JT1887* NAD 83(1986)-  38 17 45.     (N)    122 15 33.     (W)     SCALED    
 JT1887* NAVD 88     -        29.74   (+/-2cm)      97.6    (feet)  VERTCON   
 JT1887  ___________________________________________________________________
 JT1887  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1887  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1887
 JT1887.The horizontal coordinates were scaled from a topographic map and have
 JT1887.an estimated accuracy of +/- 6 seconds.
 JT1887
 JT1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1887.The vertical order pertains to the NGVD 29 superseded value.
 JT1887
 JT1887.The geoid height was determined by GEOID03.
 JT1887
 JT1887;                    North         East    Units  Estimated Accuracy
 JT1887;SPC CA 2     -   569,880.    1,977,330.      MT  (+/- 180 meters Scaled)
 JT1887
 JT1887                          SUPERSEDED SURVEY CONTROL
 JT1887
 JT1887  NGVD 29 (??/??/92)   28.952  (m)           94.99   (f) ADJ UNCH    1 1
 JT1887
 JT1887.Superseded values are not recommended for survey control.
 JT1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1887.See file dsdata.txt to determine how the superseded data were derived.
 JT1887
 JT1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647388(NAD 83)
 JT1887_MARKER: DD = SURVEY DISK
 JT1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1887_SP_SET: CONCRETE POST
 JT1887_MARK LOGO: CA2330
 JT1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1887+STABILITY: SURFACE MOTION
 JT1887
 JT1887  HISTORY     - Date     Condition        Report By
 JT1887  HISTORY     - 1971     MONUMENTED       CA2330
 JT1887
 JT1887                          STATION DESCRIPTION
 JT1887
 JT1887'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1887'ALONG COOMBSVILLE ROAD AT NO. 1404, NORTH OF SIDE IN DRIVEWAY, A WELL
 JT1887'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5840 ***********************************************************************
 EW5840  DESIGNATION -  65 FMK USGS
 EW5840  PID         -  EW5840
 EW5840  STATE/COUNTY-  CA/VENTURA
 EW5840  USGS QUAD   -  VENTURA (1967)
 EW5840
 EW5840                         *CURRENT SURVEY CONTROL
 EW5840  ___________________________________________________________________
 EW5840* NAD 83(1986)-  34 18 42.     (N)    119 17 30.     (W)     SCALED    
 EW5840* NAVD 88     -        41.962  (meters)     137.67   (feet)  ADJUSTED  
 EW5840  ___________________________________________________________________
 EW5840  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 EW5840  DYNAMIC HT  -          41.918 (meters)     137.53  (feet)  COMP
 EW5840  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 EW5840
 EW5840  VERT ORDER  -  FIRST     CLASS I
 EW5840
 EW5840.The horizontal coordinates were scaled from a topographic map and have
 EW5840.an estimated accuracy of +/- 6 seconds.
 EW5840
 EW5840.The orthometric height was determined by differential leveling
 EW5840.and adjusted in June 1991.
 EW5840.WARNING-Repeat measurements at this control monument indicate possible
 EW5840.vertical movement.
 EW5840
 EW5840.The geoid height was determined by GEOID03.
 EW5840
 EW5840.The dynamic height is computed by dividing the NAVD 88
 EW5840.geopotential number by the normal gravity value computed on the
 EW5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5840.degrees latitude (g = 980.6199 gals.).
 EW5840
 EW5840.The modeled gravity was interpolated from observed gravity values.
 EW5840
 EW5840;                    North         East    Units  Estimated Accuracy
 EW5840;SPC CA 5     -   590,800.    1,881,120.      MT  (+/- 180 meters Scaled)
 EW5840
 EW5840                          SUPERSEDED SURVEY CONTROL
 EW5840
 EW5840  NGVD 29 (??/??/92)   41.201  (m)          135.17   (f) ADJ UNCH    1 1
 EW5840
 EW5840.Superseded values are not recommended for survey control.
 EW5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5840.See file dsdata.txt to determine how the superseded data were derived.
 EW5840
 EW5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT891990(NAD 83)
 EW5840_MARKER: DB = BENCH MARK DISK
 EW5840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5840_SP_SET: HEADWALL
 EW5840_STAMPING: 65 FMK 1973
 EW5840
 EW5840  HISTORY     - Date     Condition        Report By
 EW5840  HISTORY     - UNK      MONUMENTED
 EW5840  HISTORY     - 1977     GOOD             NGS
 EW5840  HISTORY     - 1983     GOOD             USGS
 EW5840
 EW5840                          STATION DESCRIPTION
 EW5840
 EW5840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5840'3.35 MI NORTH FROM VENTURA.
 EW5840'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5840'THENCE 2.45 MILES NORTH ALONG VENTURA AVENUE, 0.2 MILE NORTH OF A
 EW5840'BRIDGE OVER CANADA DE SAN JOAQUIN CREEK, OPPOSITE OF SOME LARGE OIL
 EW5840'STORAGE TANKS, ON THE INSIDE OF A CURVE, AT A 20 FT. CUT BANK,
 EW5840'73.3 FT. NORTHEAST OF AND ACROSS THE AVENUE FROM POWER POLE 101186E,
 EW5840'52.0 FT. EAST OF THE CENTER LINE OF THE AVENUE, 29.2 FT. SOUTH OF
 EW5840'POWER POLE 88100 H, IN THE NORTHWEST CORNER OF A 7-FT. RIGHT ANGLE
 EW5840'HEAD WALL FOR A 24-INCH PIPE CULVERT.
 EW5840
 EW5840                          STATION RECOVERY (1983)
 EW5840
 EW5840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1886 ***********************************************************************
 JT1886  DESIGNATION -  65 G
 JT1886  PID         -  JT1886
 JT1886  STATE/COUNTY-  CA/NAPA
 JT1886  USGS QUAD   -  NAPA (1980)
 JT1886
 JT1886                         *CURRENT SURVEY CONTROL
 JT1886  ___________________________________________________________________
 JT1886* NAD 83(1986)-  38 17 43.     (N)    122 15 25.     (W)     SCALED    
 JT1886* NAVD 88     -        27.66   (+/-2cm)      90.7    (feet)  VERTCON   
 JT1886  ___________________________________________________________________
 JT1886  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1886  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1886
 JT1886.The horizontal coordinates were scaled from a topographic map and have
 JT1886.an estimated accuracy of +/- 6 seconds.
 JT1886
 JT1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1886.The vertical order pertains to the NGVD 29 superseded value.
 JT1886
 JT1886.The geoid height was determined by GEOID03.
 JT1886
 JT1886;                    North         East    Units  Estimated Accuracy
 JT1886;SPC CA 2     -   569,810.    1,977,520.      MT  (+/- 180 meters Scaled)
 JT1886
 JT1886                          SUPERSEDED SURVEY CONTROL
 JT1886
 JT1886  NGVD 29 (??/??/92)   26.871  (m)           88.16   (f) ADJ UNCH    1 1
 JT1886
 JT1886.Superseded values are not recommended for survey control.
 JT1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1886.See file dsdata.txt to determine how the superseded data were derived.
 JT1886
 JT1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH649388(NAD 83)
 JT1886_MARKER: DD = SURVEY DISK
 JT1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1886_SP_SET: CONCRETE POST
 JT1886_MARK LOGO: CA2330
 JT1886_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1886+STABILITY: SURFACE MOTION
 JT1886
 JT1886  HISTORY     - Date     Condition        Report By
 JT1886  HISTORY     - 1971     MONUMENTED       CA2330
 JT1886
 JT1886                          STATION DESCRIPTION
 JT1886
 JT1886'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1886'ALONG COOMBSVILLE ROAD AT EAST PROPERTY LINE OF SILVERADO JR.HIGH,
 JT1886'SOUTH OF EP, IN DRIVEWAY, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1886'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1857 ***********************************************************************
 JT1857  DESIGNATION -  65 J
 JT1857  PID         -  JT1857
 JT1857  STATE/COUNTY-  CA/NAPA
 JT1857  USGS QUAD   -  NAPA (1980)
 JT1857
 JT1857                         *CURRENT SURVEY CONTROL
 JT1857  ___________________________________________________________________
 JT1857* NAD 83(1986)-  38 17 43.     (N)    122 15 11.     (W)     SCALED    
 JT1857* NAVD 88     -        23.91   (+/-2cm)      78.4    (feet)  VERTCON   
 JT1857  ___________________________________________________________________
 JT1857  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT1857  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1857
 JT1857.The horizontal coordinates were scaled from a topographic map and have
 JT1857.an estimated accuracy of +/- 6 seconds.
 JT1857
 JT1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1857.The vertical order pertains to the NGVD 29 superseded value.
 JT1857
 JT1857.The geoid height was determined by GEOID03.
 JT1857
 JT1857;                    North         East    Units  Estimated Accuracy
 JT1857;SPC CA 2     -   569,810.    1,977,860.      MT  (+/- 180 meters Scaled)
 JT1857
 JT1857                          SUPERSEDED SURVEY CONTROL
 JT1857
 JT1857  NGVD 29 (??/??/92)   23.120  (m)           75.85   (f) ADJ UNCH    1 1
 JT1857
 JT1857.Superseded values are not recommended for survey control.
 JT1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1857.See file dsdata.txt to determine how the superseded data were derived.
 JT1857
 JT1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH653388(NAD 83)
 JT1857_MARKER: DD = SURVEY DISK
 JT1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1857_SP_SET: CONCRETE POST
 JT1857_MARK LOGO: CA2330
 JT1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1857+STABILITY: SURFACE MOTION
 JT1857
 JT1857  HISTORY     - Date     Condition        Report By
 JT1857  HISTORY     - 1971     MONUMENTED       CA2330
 JT1857
 JT1857                          STATION DESCRIPTION
 JT1857
 JT1857'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1857'ALONG FIRST AVENUE, NORTH OF COMBSVILLE ROAD, WEST OF EP, A WELL TYPE
 JT1857'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1884 ***********************************************************************
 JT1884  DESIGNATION -  65 K
 JT1884  PID         -  JT1884
 JT1884  STATE/COUNTY-  CA/NAPA
 JT1884  USGS QUAD   -  MT GEORGE (1973)
 JT1884
 JT1884                         *CURRENT SURVEY CONTROL
 JT1884  ___________________________________________________________________
 JT1884* NAD 83(1986)-  38 17 44.     (N)    122 14 57.     (W)     SCALED    
 JT1884* NAVD 88     -        28.63   (+/-2cm)      93.9    (feet)  VERTCON   
 JT1884  ___________________________________________________________________
 JT1884  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1884  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1884
 JT1884.The horizontal coordinates were scaled from a topographic map and have
 JT1884.an estimated accuracy of +/- 6 seconds.
 JT1884
 JT1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1884.The vertical order pertains to the NGVD 29 superseded value.
 JT1884
 JT1884.The geoid height was determined by GEOID03.
 JT1884
 JT1884;                    North         East    Units  Estimated Accuracy
 JT1884;SPC CA 2     -   569,840.    1,978,200.      MT  (+/- 180 meters Scaled)
 JT1884
 JT1884                          SUPERSEDED SURVEY CONTROL
 JT1884
 JT1884  NGVD 29 (??/??/92)   27.838  (m)           91.33   (f) ADJ UNCH    1 1
 JT1884
 JT1884.Superseded values are not recommended for survey control.
 JT1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1884.See file dsdata.txt to determine how the superseded data were derived.
 JT1884
 JT1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH656388(NAD 83)
 JT1884_MARKER: DD = SURVEY DISK
 JT1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1884_SP_SET: CONCRETE POST
 JT1884_MARK LOGO: CA2330
 JT1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1884+STABILITY: SURFACE MOTION
 JT1884
 JT1884  HISTORY     - Date     Condition        Report By
 JT1884  HISTORY     - 1971     MONUMENTED       CA2330
 JT1884
 JT1884                          STATION DESCRIPTION
 JT1884
 JT1884'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1884'ALONG COOMBSVILLE ROAD AT NO. 2058, SOUTH OF EP, A WELL TYPE CONCRETE
 JT1884'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1885 ***********************************************************************
 JT1885  DESIGNATION -  65 L
 JT1885  PID         -  JT1885
 JT1885  STATE/COUNTY-  CA/NAPA
 JT1885  USGS QUAD   -  MT GEORGE (1973)
 JT1885
 JT1885                         *CURRENT SURVEY CONTROL
 JT1885  ___________________________________________________________________
 JT1885* NAD 83(1986)-  38 17 43.     (N)    122 14 50.     (W)     SCALED    
 JT1885* NAVD 88     -        30.58   (+/-2cm)     100.3    (feet)  VERTCON   
 JT1885  ___________________________________________________________________
 JT1885  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1885  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1885
 JT1885.The horizontal coordinates were scaled from a topographic map and have
 JT1885.an estimated accuracy of +/- 6 seconds.
 JT1885
 JT1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1885.The vertical order pertains to the NGVD 29 superseded value.
 JT1885
 JT1885.The geoid height was determined by GEOID03.
 JT1885
 JT1885;                    North         East    Units  Estimated Accuracy
 JT1885;SPC CA 2     -   569,810.    1,978,370.      MT  (+/- 180 meters Scaled)
 JT1885
 JT1885                          SUPERSEDED SURVEY CONTROL
 JT1885
 JT1885  NGVD 29 (??/??/92)   29.793  (m)           97.75   (f) ADJ UNCH    1 1
 JT1885
 JT1885.Superseded values are not recommended for survey control.
 JT1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1885.See file dsdata.txt to determine how the superseded data were derived.
 JT1885
 JT1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH658388(NAD 83)
 JT1885_MARKER: DD = SURVEY DISK
 JT1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1885_SP_SET: CONCRETE POST
 JT1885_MARK LOGO: CA2330
 JT1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1885+STABILITY: SURFACE MOTION
 JT1885
 JT1885  HISTORY     - Date     Condition        Report By
 JT1885  HISTORY     - 1971     MONUMENTED       CA2330
 JT1885
 JT1885                          STATION DESCRIPTION
 JT1885
 JT1885'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1885'ALONG COOMBSVILLE ROAD AT NO. 2088, SOUTH OF EP, A WELL TYPE CONCRETE
 JT1885'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1403 ***********************************************************************
 JT1403  DESIGNATION -  65 M
 JT1403  PID         -  JT1403
 JT1403  STATE/COUNTY-  CA/SONOMA
 JT1403  USGS QUAD   -  ARCHED ROCK (1977)
 JT1403
 JT1403                         *CURRENT SURVEY CONTROL
 JT1403  ___________________________________________________________________
 JT1403* NAD 83(1986)-  38 27 49.     (N)    123 08 58.     (W)     SCALED    
 JT1403* NAVD 88     -        61.77   (+/-2cm)     202.7    (feet)  VERTCON   
 JT1403  ___________________________________________________________________
 JT1403  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JT1403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1403
 JT1403.The horizontal coordinates were scaled from a topographic map and have
 JT1403.an estimated accuracy of +/- 6 seconds.
 JT1403
 JT1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1403.The vertical order pertains to the NGVD 29 superseded value.
 JT1403
 JT1403.The geoid height was determined by GEOID03.
 JT1403
 JT1403;                    North         East    Units  Estimated Accuracy
 JT1403;SPC CA 2     -   589,100.    1,899,690.      MT  (+/- 180 meters Scaled)
 JT1403
 JT1403                          SUPERSEDED SURVEY CONTROL
 JT1403
 JT1403  NGVD 29 (??/??/92)   60.90   (m)          199.8    (f) COMPUTED    2 0
 JT1403
 JT1403.Superseded values are not recommended for survey control.
 JT1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1403.See file dsdata.txt to determine how the superseded data were derived.
 JT1403
 JT1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH869572(NAD 83)
 JT1403_MARKER: DD = SURVEY DISK
 JT1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1403_SP_SET: CONC BLOCK ON BOULDER
 JT1403_STAMPING: 198 65 M 1933
 JT1403_MARK LOGO: USGS  
 JT1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1403
 JT1403  HISTORY     - Date     Condition        Report By
 JT1403  HISTORY     - 1933     MONUMENTED       USGS
 JT1403  HISTORY     - 1942     GOOD             CGS
 JT1403  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JT1403
 JT1403                          STATION DESCRIPTION
 JT1403
 JT1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT1403'2.5 MI NW FROM JENNER.
 JT1403'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JT1403'AT JENNER, SONOMA COUNTY, 37 FEET SOUTHWEST OF THE CENTERLINE
 JT1403'OF THE HIGHWAY, AT A DRAW RUNNING INTO THE PACIFIC OCEAN, 9
 JT1403'FEET NORTHWEST OF TELEPHONE POLE 543, ON THE SOUTHEAST BANK OF
 JT1403'THE DRAW NEAR THE TOP, 5 FEET NORTHEAST OF A FENCE, AND NEAR
 JT1403'A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 JT1403'STANDARD DISK,  STAMPED---198 65 M 1933---, AND SET IN
 JT1403'THE TOP OF A CONCRETE BLOCK RESTING ON A BOULDER.
 JT1403
 JT1403                          STATION RECOVERY (1987)
 JT1403
 JT1403'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1882 ***********************************************************************
 JT1882  DESIGNATION -  65 M
 JT1882  PID         -  JT1882
 JT1882  STATE/COUNTY-  CA/NAPA
 JT1882  USGS QUAD   -  MT GEORGE (1973)
 JT1882
 JT1882                         *CURRENT SURVEY CONTROL
 JT1882  ___________________________________________________________________
 JT1882* NAD 83(1986)-  38 17 42.     (N)    122 14 38.     (W)     SCALED    
 JT1882* NAVD 88     -        29.95   (+/-2cm)      98.3    (feet)  VERTCON   
 JT1882  ___________________________________________________________________
 JT1882  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1882  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1882
 JT1882.The horizontal coordinates were scaled from a topographic map and have
 JT1882.an estimated accuracy of +/- 6 seconds.
 JT1882
 JT1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1882.The vertical order pertains to the NGVD 29 superseded value.
 JT1882
 JT1882.The geoid height was determined by GEOID03.
 JT1882
 JT1882;                    North         East    Units  Estimated Accuracy
 JT1882;SPC CA 2     -   569,780.    1,978,670.      MT  (+/- 180 meters Scaled)
 JT1882
 JT1882                          SUPERSEDED SURVEY CONTROL
 JT1882
 JT1882  NGVD 29 (??/??/92)   29.154  (m)           95.65   (f) ADJ UNCH    1 1
 JT1882
 JT1882.Superseded values are not recommended for survey control.
 JT1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1882.See file dsdata.txt to determine how the superseded data were derived.
 JT1882
 JT1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH661388(NAD 83)
 JT1882_MARKER: DD = SURVEY DISK
 JT1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1882_SP_SET: CONCRETE POST
 JT1882_MARK LOGO: CA2330
 JT1882_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1882+STABILITY: SURFACE MOTION
 JT1882
 JT1882  HISTORY     - Date     Condition        Report By
 JT1882  HISTORY     - 1971     MONUMENTED       CA2330
 JT1882
 JT1882                          STATION DESCRIPTION
 JT1882
 JT1882'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1882'ALONG COOMBSVILLE ROAD AT NO. 3045, SOUTH OF THE EP, A WELL TYPE
 JT1882'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0406 ***********************************************************************
 DB0406  DESIGNATION -  65.071
 DB0406  PID         -  DB0406
 DB0406  STATE/COUNTY-  CA/IMPERIAL
 DB0406  USGS QUAD   -  MIDWAY WELL NW (1979)
 DB0406
 DB0406                         *CURRENT SURVEY CONTROL
 DB0406  ___________________________________________________________________
 DB0406* NAD 83(1992)-  32 42 32.34898(N)    115 13 47.13103(W)     ADJUSTED  
 DB0406* NAVD 88     -        20.624  (meters)      67.66   (feet)  ADJUSTED  
 DB0406  ___________________________________________________________________
 DB0406  EPOCH DATE  -        1991.35
 DB0406  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DB0406  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DB0406  DYNAMIC HT  -          20.600 (meters)      67.59  (feet)  COMP
 DB0406  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 DB0406
 DB0406  HORZ ORDER  -  SECOND
 DB0406  VERT ORDER  -  SECOND    CLASS I
 DB0406
 DB0406.The horizontal coordinates were established by classical geodetic methods
 DB0406.and adjusted by the National Geodetic Survey in June 1996.
 DB0406.The horizontal coordinates are valid at the epoch date displayed above.
 DB0406.The epoch date for horizontal control is a decimal equivalence
 DB0406.of Year/Month/Day.
 DB0406
 DB0406.The orthometric height was determined by differential leveling
 DB0406.and adjusted in March 1994.
 DB0406
 DB0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DB0406
 DB0406.The geoid height was determined by GEOID03.
 DB0406
 DB0406.The dynamic height is computed by dividing the NAVD 88
 DB0406.geopotential number by the normal gravity value computed on the
 DB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0406.degrees latitude (g = 980.6199 gals.).
 DB0406
 DB0406.The modeled gravity was interpolated from observed gravity values.
 DB0406
 DB0406;                    North         East     Units Scale Factor Converg.
 DB0406;SPC CA 6     -   560,612.977 2,095,656.346   MT  1.00001320   +0 33 38.3
 DB0406;SPC CA 6     - 1,839,277.74  6,875,499.20   sFT  1.00001320   +0 33 38.3
 DB0406;UTM  11      - 3,620,411.179   665,920.390   MT  0.99993947   +0 57 24.5
 DB0406
 DB0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DB0406!SPC CA 6     -   1.00000220  x   1.00001320  =   1.00001540
 DB0406!UTM  11      -   1.00000220  x   0.99993947  =   0.99994167
 DB0406
 DB0406                          SUPERSEDED SURVEY CONTROL
 DB0406
 DB0406  NAD 83(1992)-  32 42 32.35124(N)    115 13 47.13140(W) AD(1984.00) 2
 DB0406  NAD 83(1986)-  32 42 32.36150(N)    115 13 47.13860(W) AD(1984.00) 2
 DB0406  NGVD 29 (??/??/??)   19.916  (m)           65.34   (f) ADJUSTED    2 1
 DB0406
 DB0406.Superseded values are not recommended for survey control.
 DB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0406.See file dsdata.txt to determine how the superseded data were derived.
 DB0406
 DB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS6592020411(NAD 83)
 DB0406_MARKER: DD = SURVEY DISK
 DB0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0406_SP_SET: CONCRETE POST
 DB0406_STAMPING: 65.071
 DB0406_MARK LOGO: BOR   
 DB0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0406+STABILITY: SURFACE MOTION
 DB0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0406+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 DB0406
 DB0406  HISTORY     - Date     Condition        Report By
 DB0406  HISTORY     - UNK      MONUMENTED       BOR
 DB0406  HISTORY     - 1972     GOOD             NGS
 DB0406  HISTORY     - 1974     GOOD
 DB0406  HISTORY     - 1977     GOOD
 DB0406  HISTORY     - 1980     GOOD             BOR
 DB0406  HISTORY     - 1986     GOOD             CA-025
 DB0406  HISTORY     - 19881010 GOOD             CA-025
 DB0406  HISTORY     - 19911023 GOOD             CA-025
 DB0406
 DB0406                          STATION DESCRIPTION
 DB0406
 DB0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0406'14 MI SE FROM HOLTVILLE.
 DB0406'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0406'PROCEED S. ON 115 ABOUT 7 MILES TO THE INTERSECTION OF 115 AND
 DB0406'STATE HIGHWAY 98, KNOWN LOCALLY AS BONDS CORNER, THEN PROCEED
 DB0406'E. ON HIGHWAY 98 APPROXIMATELY 6.7 MILES.  THE BENCH MARK IS
 DB0406'LOCATED ABOUT 1,300 FT. S. OF THE HIGHWAY AND ABOUT 0.7 MILE
 DB0406'W. OF POWER DROP 4 OF THE ALL AMERICAN CANAL, AND ABOUT 180 FT.
 DB0406'N. OF THE TOE OF THE SPOILS BANK OF THE CANAL.  THE MARK IS SET
 DB0406'ON A 7 IN DIAMETER CONCRETE CYLINDER, AND PROJECTS 2.2 FT. ABOVE
 DB0406'THE GROUND.  SECTION 4, T17S., R17E.
 DB0406
 DB0406                          STATION RECOVERY (1974)
 DB0406
 DB0406'RECOVERED 1974
 DB0406'RECOVERED IN GOOD CONDITION.
 DB0406
 DB0406                          STATION RECOVERY (1977)
 DB0406
 DB0406'RECOVERED 1977
 DB0406'RECOVERED IN GOOD CONDITION.
 DB0406
 DB0406                          STATION RECOVERY (1980)
 DB0406
 DB0406'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0406'RECOVERED IN GOOD CONDITION.
 DB0406
 DB0406                          STATION RECOVERY (1986)
 DB0406
 DB0406'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1986
 DB0406'RECOVERED IN GOOD CONDITION.
 DB0406
 DB0406                          STATION RECOVERY (1988)
 DB0406
 DB0406'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0406'RECOVERED IN GOOD CONDITION.
 DB0406
 DB0406                          STATION RECOVERY (1991)
 DB0406
 DB0406'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0406'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0406'PROCEED SOUTH ON 115 ABOUT 7 MI (11.3 KM) TO THE INTERSECTION OF 115
 DB0406'AND STATE HIGHWAY 98, KNOWN LOCALLY AS BONDS CORNER, THEN PROCEED
 DB0406'EAST ON HIGHWAY 98 APPROXIMATELY 6.7 MI (10.8 KM).  THE BENCH MARK
 DB0406'IS LOCATED ABOUT 1,300 FT SOUTH OF THE HIGHWAY AND ABOUT 0.7 MI
 DB0406'(1.1 KM) WEST OF POWER DROP 4 OF THE ALL AMERICAN CANAL, AND ABOUT
 DB0406'180 FT (54.9 M) NORTH OF THE TOE OF THE SPOILS BANK OF THE CANAL.
 DB0406'THE MARK IS SET ON A 7-INCH DIAMETER CONCRETE CYLINDER, AND PROJECTS
 DB0406'2.2 FT (0.7 M) ABOVE THE GROUND.  SECTION 4, T17S, R17E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1888 ***********************************************************************
 DX1888  DESIGNATION -  65.750
 DX1888  PID         -  DX1888
 DX1888  STATE/COUNTY-  CA/ORANGE
 DX1888  USGS QUAD   -  TUSTIN (1981)
 DX1888
 DX1888                         *CURRENT SURVEY CONTROL
 DX1888  ___________________________________________________________________
 DX1888* NAD 83(1986)-  33 42 52.     (N)    117 49 42.     (W)     SCALED    
 DX1888* NAVD 88     -        20.42   (+/-2cm)      67.0    (feet)  VERTCON   
 DX1888  ___________________________________________________________________
 DX1888  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DX1888  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1888
 DX1888.The horizontal coordinates were scaled from a topographic map and have
 DX1888.an estimated accuracy of +/- 6 seconds.
 DX1888
 DX1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1888.The vertical order pertains to the NGVD 29 superseded value.
 DX1888
 DX1888.The geoid height was determined by GEOID03.
 DX1888
 DX1888;                    North         East    Units  Estimated Accuracy
 DX1888;SPC CA 6     -   672,760.    1,853,710.      MT  (+/- 180 meters Scaled)
 DX1888
 DX1888                          SUPERSEDED SURVEY CONTROL
 DX1888
 DX1888  NGVD 29 (??/??/??)   19.719  (m)           64.69   (f) ADJUSTED    1 2
 DX1888
 DX1888.Superseded values are not recommended for survey control.
 DX1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1888.See file dsdata.txt to determine how the superseded data were derived.
 DX1888
 DX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT232308(NAD 83)
 DX1888_MARKER: Z = SEE DESCRIPTION
 DX1888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1888_SP_SET: SIDEWALK
 DX1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1888
 DX1888  HISTORY     - Date     Condition        Report By
 DX1888  HISTORY     - UNK      MONUMENTED       USGS
 DX1888  HISTORY     - 1955     GOOD             NGS
 DX1888  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1888
 DX1888                          STATION DESCRIPTION
 DX1888
 DX1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1888'AT SANTA ANA MCAF.
 DX1888'AT SANTA ANA MARINE CORPS AIR FACILITY, 0.3 MILE SOUTHEAST OF THE
 DX1888'MAIN GATE, AT THE ISLAND FORMED BY THE Y JUNCTION OF MC CORD
 DX1888'AND BERRY ROADS, IN THE TOP OF A CONCRETE WALK, 2.6 FEET NORTHWEST
 DX1888'OF THE NORTHWEST EDGE OF A STEEL FLAGPOLE, 0.6 FEET NORTHWEST
 DX1888'OF THE SOUTHEAST EDGE OF THE WALK, AND ABOUT LEVEL WITH THE
 DX1888'STREETS.
 DX1888
 DX1888                          STATION RECOVERY (1996)
 DX1888
 DX1888'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1621 ***********************************************************************
 EW1621  DESIGNATION -  65.878 C OF LA
 EW1621  PID         -  EW1621
 EW1621  STATE/COUNTY-  CA/LOS ANGELES
 EW1621  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1621
 EW1621                         *CURRENT SURVEY CONTROL
 EW1621  ___________________________________________________________________
 EW1621* NAD 83(1986)-  34 00 42.     (N)    118 25 11.     (W)     SCALED    
 EW1621* NAVD 88     -        20.82   (+/-2cm)      68.3    (feet)  VERTCON   
 EW1621  ___________________________________________________________________
 EW1621  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EW1621  VERT ORDER  -  THIRD (See Below)
 EW1621
 EW1621.The horizontal coordinates were scaled from a topographic map and have
 EW1621.an estimated accuracy of +/- 6 seconds.
 EW1621
 EW1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1621.The vertical order pertains to the NGVD 29 superseded value.
 EW1621
 EW1621.The geoid height was determined by GEOID03.
 EW1621
 EW1621;                    North         East    Units  Estimated Accuracy
 EW1621;SPC CA 5     -   556,840.    1,961,230.      MT  (+/- 180 meters Scaled)
 EW1621
 EW1621                          SUPERSEDED SURVEY CONTROL
 EW1621
 EW1621  NGVD 29 (??/??/??)   20.07   (m)           65.8    (f) RESET       3  
 EW1621
 EW1621.Superseded values are not recommended for survey control.
 EW1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1621.See file dsdata.txt to determine how the superseded data were derived.
 EW1621
 EW1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT689643(NAD 83)
 EW1621_MARKER: S = SPIKE
 EW1621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1621_SP_SET: CULVERT
 EW1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1621
 EW1621  HISTORY     - Date     Condition        Report By
 EW1621  HISTORY     - UNK      MONUMENTED       CA1980
 EW1621  HISTORY     - 1945     GOOD             NGS
 EW1621  HISTORY     - 1964     MARK NOT FOUND   NGS
 EW1621
 EW1621                          STATION DESCRIPTION
 EW1621
 EW1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1621'AT CULVER CITY.
 EW1621'AT CULVER CITY NEAR THE INTERSECTION OF VENICE BOULEVARD AND
 EW1621'SAWTELLE BOULEVARD, 261.3 FEET SOUTHEAST OF THE SOUTHEAST CURB
 EW1621'OF VENICE BOULEVARD AND 12.4 FEET NORTHEAST OF THE NORTHEAST
 EW1621'CURB OF SAWTELLE BOULEVARD, 0.6 FOOT HIGHER THAN THE SIDEWALK.
 EW1621'SET IN THE TOP AND NORTHWEST END OF A HEADWALL OF A CULVERT, 0.3
 EW1621'FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.  A CUT
 EW1621'SPIKE SET IN CONCRETE.
 EW1621
 EW1621                          STATION RECOVERY (1964)
 EW1621
 EW1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3474 ***********************************************************************
 EV3474  DESIGNATION -  6501.84
 EV3474  PID         -  EV3474
 EV3474  STATE/COUNTY-  CA/LOS ANGELES
 EV3474  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV3474
 EV3474                         *CURRENT SURVEY CONTROL
 EV3474  ___________________________________________________________________
 EV3474* NAD 83(1986)-  34 20 55.     (N)    117 51 11.     (W)     SCALED    
 EV3474* NAVD 88     -      1983.169  (meters)    6506.45   (feet)  READJUSTED
 EV3474  ___________________________________________________________________
 EV3474  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EV3474  DYNAMIC HT  -        1980.460 (meters)    6497.56  (feet)  COMP
 EV3474  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 EV3474
 EV3474  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3474
 EV3474.The horizontal coordinates were scaled from a topographic map and have
 EV3474.an estimated accuracy of +/- 6 seconds.
 EV3474
 EV3474.The orthometric height was determined by differential leveling
 EV3474.and adjusted in February 1993.
 EV3474.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3474.distribution rate of 0.0 thru 1.0 mm/km.
 EV3474.The height was derived from older observations constrained to new
 EV3474.heights in a crustal motion area.  The height is approximate in
 EV3474.relation to other heights in its vicinity.
 EV3474
 EV3474.The geoid height was determined by GEOID03.
 EV3474
 EV3474.The dynamic height is computed by dividing the NAVD 88
 EV3474.geopotential number by the normal gravity value computed on the
 EV3474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3474.degrees latitude (g = 980.6199 gals.).
 EV3474
 EV3474.The modeled gravity was interpolated from observed gravity values.
 EV3474
 EV3474;                    North         East    Units  Estimated Accuracy
 EV3474;SPC CA 5     -   594,140.    2,013,520.      MT  (+/- 180 meters Scaled)
 EV3474
 EV3474                          SUPERSEDED SURVEY CONTROL
 EV3474
 EV3474  NGVD 29 (??/??/92) 1982.092  (m)         6502.91   (f) ADJ UNCH    1 1
 EV3474
 EV3474.Superseded values are not recommended for survey control.
 EV3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3474.See file dsdata.txt to determine how the superseded data were derived.
 EV3474
 EV3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU215011(NAD 83)
 EV3474_MARKER: DD = SURVEY DISK
 EV3474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3474_SP_SET: RETAINING WALL
 EV3474_STAMPING: 6501.84
 EV3474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3474
 EV3474  HISTORY     - Date     Condition        Report By
 EV3474  HISTORY     - UNK      MONUMENTED       CADT
 EV3474  HISTORY     - 1977     GOOD             NGS
 EV3474  HISTORY     - 1983     MARK NOT FOUND   USGS
 EV3474
 EV3474                          STATION DESCRIPTION
 EV3474
 EV3474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EV3474'29.3 MI NORTH FROM AZUSA.
 EV3474'29.35 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 EV3474'ATCHISON-TOPEKA AND SANTA FE STATION AT AZUSA, 0.65 MILE SOUTH
 EV3474'OF THE JUNCTION OF STATE HIGHWAY 2, IN TOP OF WALL, 13 FT.
 EV3474'NORTH OF THE SOUTH END OF WEST WALL WHICH IS 19.0 FT. FROM THE
 EV3474'CENTER LINE OF THE HIGHWAYS.
 EV3474
 EV3474                          STATION RECOVERY (1983)
 EV3474
 EV3474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3474'BM DISK NO LONGER PRESENT.  REPLACED BY LARGE NAIL IN SAME HOLE.  SEE
 EV3474'6501.84 CADT RESET 1980.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0699 ***********************************************************************
 JR0699  DESIGNATION -  6505
 JR0699  PID         -  JR0699
 JR0699  STATE/COUNTY-  CA/MONO
 JR0699  USGS QUAD   -  BIG ALKALI (1989)
 JR0699
 JR0699                         *CURRENT SURVEY CONTROL
 JR0699  ___________________________________________________________________
 JR0699* NAD 83(1986)-  38 14 00.     (N)    119 13 29.     (W)     SCALED    
 JR0699* NAVD 88     -      1982.21   (+/-2cm)    6503.3    (feet)  VERTCON   
 JR0699  ___________________________________________________________________
 JR0699  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JR0699  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0699
 JR0699.The horizontal coordinates were scaled from a topographic map and have
 JR0699.an estimated accuracy of +/- 6 seconds.
 JR0699
 JR0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0699.The vertical order pertains to the NGVD 29 superseded value.
 JR0699
 JR0699.The geoid height was determined by GEOID03.
 JR0699
 JR0699;                    North         East    Units  Estimated Accuracy
 JR0699;SPC CA 3     -   693,130.    2,111,650.      MT  (+/- 180 meters Scaled)
 JR0699
 JR0699                          SUPERSEDED SURVEY CONTROL
 JR0699
 JR0699  NGVD 29 (??/??/92) 1980.83   (m)         6498.8    (f) COMPUTED    1 2
 JR0699
 JR0699.Superseded values are not recommended for survey control.
 JR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0699.See file dsdata.txt to determine how the superseded data were derived.
 JR0699
 JR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC052340(NAD 83)
 JR0699_MARKER: Q = CHISELED SQUARE
 JR0699_SETTING: 80 = SET IN A BOULDER
 JR0699_SP_SET: BOULDER
 JR0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0699+STABILITY: SURFACE MOTION
 JR0699
 JR0699  HISTORY     - Date     Condition        Report By
 JR0699  HISTORY     - UNK      MONUMENTED       USGS
 JR0699  HISTORY     - 1957     MARK NOT FOUND   NGS
 JR0699
 JR0699                          STATION DESCRIPTION
 JR0699
 JR0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0699'2.7 MI S FROM BRIDGEPORT.
 JR0699'30 YARDS NORTH OF A 16-INCH PIPE CULVERT IN A SMALL DRAW, 15
 JR0699'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND ABOUT 400
 JR0699'FEET WEST OF STATION 578 ON THE PROPOSED HIGHWAY.  IN THE CENTER
 JR0699'OF THE TOP OF A BOULDER ABOUT 4 FEET IN DIAMETER, AND 1 FOOT
 JR0699'ABOVE THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4613 ***********************************************************************
 EW4613  DESIGNATION -  652 C 65
 EW4613  PID         -  EW4613
 EW4613  STATE/COUNTY-  CA/VENTURA
 EW4613  USGS QUAD   -  MOORPARK (1974)
 EW4613
 EW4613                         *CURRENT SURVEY CONTROL
 EW4613  ___________________________________________________________________
 EW4613* NAD 83(1986)-  34 18 19.     (N)    118 52 46.     (W)     SCALED    
 EW4613* NAVD 88     -       236.236  (meters)     775.05   (feet)  ADJUSTED  
 EW4613  ___________________________________________________________________
 EW4613  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW4613  DYNAMIC HT  -         235.979 (meters)     774.21  (feet)  COMP
 EW4613  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 EW4613
 EW4613  VERT ORDER  -  FIRST     CLASS I
 EW4613
 EW4613.The horizontal coordinates were scaled from a topographic map and have
 EW4613.an estimated accuracy of +/- 6 seconds.
 EW4613
 EW4613.The orthometric height was determined by differential leveling
 EW4613.and adjusted in June 1995.
 EW4613
 EW4613.The geoid height was determined by GEOID03.
 EW4613
 EW4613.The dynamic height is computed by dividing the NAVD 88
 EW4613.geopotential number by the normal gravity value computed on the
 EW4613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4613.degrees latitude (g = 980.6199 gals.).
 EW4613
 EW4613.The modeled gravity was interpolated from observed gravity values.
 EW4613
 EW4613;                    North         East    Units  Estimated Accuracy
 EW4613;SPC CA 5     -   589,680.    1,919,050.      MT  (+/- 180 meters Scaled)
 EW4613
 EW4613                          SUPERSEDED SURVEY CONTROL
 EW4613
 EW4613  NAVD 88 (02/01/93)  236.231  (m)          775.03   (f) UNKNOWN     1 1
 EW4613  NGVD 29 (??/??/92)  235.444  (m)          772.45   (f) ADJ UNCH    1 1
 EW4613
 EW4613.Superseded values are not recommended for survey control.
 EW4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4613.See file dsdata.txt to determine how the superseded data were derived.
 EW4613
 EW4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT270976(NAD 83)
 EW4613_MARKER: Z = SEE DESCRIPTION
 EW4613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4613_SP_SET: DAM
 EW4613_MARK LOGO: CADT  
 EW4613_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4613+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4613
 EW4613  HISTORY     - Date     Condition        Report By
 EW4613  HISTORY     - UNK      MONUMENTED       CADH
 EW4613  HISTORY     - 1965     GOOD
 EW4613  HISTORY     - 1977     GOOD             NGS
 EW4613  HISTORY     - 19940630 GOOD             NGS
 EW4613
 EW4613                          STATION DESCRIPTION
 EW4613
 EW4613'DESCRIBED 1965
 EW4613'1.6 MI N FROM MOORPARK.
 EW4613'1.6 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4613'23 AND 118 AT MOORPARK.  65 FEET NORTHERLY FROM CULVERT MARKED
 EW4613'N. 1.51 C AND MILEAGE POST MARKER 23 VEN 14.90, 60 FEET WESTERLY
 EW4613'FROM THE CENTER OF THE HIGHWAY, ON THE W SIDE AND ON TOP OF A
 EW4613'MASONARY CHECK DAM.  A RAMSET NAIL, WASHER AND BATHEY CAP
 EW4613'MARKED STATE OF CALIFORNIA - DIVISION OF HIGHWAYS.
 EW4613
 EW4613                          STATION RECOVERY (1977)
 EW4613
 EW4613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4613'RECOVERED IN GOOD CONDITION.
 EW4613
 EW4613                          STATION RECOVERY (1994)
 EW4613
 EW4613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4613'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4613'IN MOORPARK, A RAMSET NAIL AND BETHAY CAP 1.2 M (3.9 FT) WEST OF THE
 EW4613'EAST END OF THE WEST MASONRY WALL OF A CHECK DAM, 19.6 M (64.3 FT)
 EW4613'WEST OF THE HIGHWAY CENTERLINE, 14.3 M (46.9 FT) WEST OF THE NORTH END
 EW4613'OF A GUARDRAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0633 ***********************************************************************
 JR0633  DESIGNATION -  6530
 JR0633  PID         -  JR0633
 JR0633  STATE/COUNTY-  CA/TUOLUMNE
 JR0633  USGS QUAD   -  DONNELL LAKE (1979)
 JR0633
 JR0633                         *CURRENT SURVEY CONTROL
 JR0633  ___________________________________________________________________
 JR0633* NAD 83(1986)-  38 19 34.     (N)    119 54 49.     (W)     SCALED    
 JR0633* NAVD 88     -      1992.365  (meters)    6536.62   (feet)  POSTED    
 JR0633  ___________________________________________________________________
 JR0633  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 JR0633  DYNAMIC HT  -        1990.140 (meters)    6529.32  (feet)  COMP
 JR0633  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 JR0633
 JR0633  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0633
 JR0633.The horizontal coordinates were scaled from a topographic map and have
 JR0633.an estimated accuracy of +/- 6 seconds.
 JR0633
 JR0633.The orthometric height was determined by differential leveling
 JR0633.and adjusted in October 2003.
 JR0633.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0633.rate of 1.1 thru 2.0 mm/km.
 JR0633
 JR0633.The geoid height was determined by GEOID03.
 JR0633
 JR0633.The dynamic height is computed by dividing the NAVD 88
 JR0633.geopotential number by the normal gravity value computed on the
 JR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0633.degrees latitude (g = 980.6199 gals.).
 JR0633
 JR0633.The modeled gravity was interpolated from observed gravity values.
 JR0633
 JR0633;                    North         East    Units  Estimated Accuracy
 JR0633;SPC CA 3     -   702,830.    2,051,270.      MT  (+/- 180 meters Scaled)
 JR0633
 JR0633                          SUPERSEDED SURVEY CONTROL
 JR0633
 JR0633  NGVD 29 (??/??/92) 1991.147  (m)         6532.62   (f) ADJ UNCH    1 2
 JR0633
 JR0633.Superseded values are not recommended for survey control.
 JR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0633.See file dsdata.txt to determine how the superseded data were derived.
 JR0633
 JR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC453460(NAD 83)
 JR0633_MARKER: B = BOLT
 JR0633_SETTING: 80 = SET IN A BOULDER
 JR0633_SP_SET: BOULDER
 JR0633_STAMPING: 6533.097 USGS BM
 JR0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0633+STABILITY: SURFACE MOTION
 JR0633
 JR0633  HISTORY     - Date     Condition        Report By
 JR0633  HISTORY     - UNK      MONUMENTED       USGS
 JR0633  HISTORY     - 1957     GOOD             NGS
 JR0633
 JR0633                          STATION DESCRIPTION
 JR0633
 JR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0633'7.4 MI W FROM DARDANELLE.
 JR0633'6.0 MILES WEST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JR0633'AND STORE AT DARDANELLE, THENCE 1.4 MILES SOUTHEAST ALONG A
 JR0633'FORMER ALIGNMENT OF STATE HIGHWAY 108, IN R 19 E, T 6 N, IN THE
 JR0633'NORTHWEST QUARTER OF SECTION 32, 0.8 MILE NORTHEAST OF BENCH
 JR0633'MARK 1281+12.30, AT THE CROSSING OF NIAGARA CREEK, IN THE TOP OF
 JR0633'THE HIGHEST ONE OF A LARGE GROUP OF GRANITE BOULDERS, 142.5 FEET
 JR0633'NORTH OF THE NORTH CORNER OF WOODEN BRIDGE 32-11 OVER THE CREEK,
 JR0633'63 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 15
 JR0633'FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE YELLOW PAINTED
 JR0633'LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1144 ***********************************************************************
 DX1144  DESIGNATION -  654
 DX1144  PID         -  DX1144
 DX1144  STATE/COUNTY-  CA/SAN DIEGO
 DX1144  USGS QUAD   -  ESCONDIDO (1975)
 DX1144
 DX1144                         *CURRENT SURVEY CONTROL
 DX1144  ___________________________________________________________________
 DX1144* NAD 83(1986)-  33 07 15.     (N)    117 04 52.     (W)     SCALED    
 DX1144* NAVD 88     -       200.09   (+/-2cm)     656.5    (feet)  VERTCON   
 DX1144  ___________________________________________________________________
 DX1144  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DX1144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1144
 DX1144.The horizontal coordinates were scaled from a topographic map and have
 DX1144.an estimated accuracy of +/- 6 seconds.
 DX1144
 DX1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1144.The vertical order pertains to the NGVD 29 superseded value.
 DX1144
 DX1144.The geoid height was determined by GEOID03.
 DX1144
 DX1144;                    North         East    Units  Estimated Accuracy
 DX1144;SPC CA 6     -   606,130.    1,922,440.      MT  (+/- 180 meters Scaled)
 DX1144
 DX1144                          SUPERSEDED SURVEY CONTROL
 DX1144
 DX1144  NGVD 29 (??/??/??)  199.411  (m)          654.23   (f) ADJUSTED    2 0
 DX1144
 DX1144.Superseded values are not recommended for survey control.
 DX1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1144.See file dsdata.txt to determine how the superseded data were derived.
 DX1144
 DX1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS924646(NAD 83)
 DX1144_MARKER: DD = SURVEY DISK
 DX1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX1144_SP_SET: BUILDING
 DX1144_STAMPING: CITY BM 653.920
 DX1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1144
 DX1144  HISTORY     - Date     Condition        Report By
 DX1144  HISTORY     - UNK      MONUMENTED       CA1182
 DX1144  HISTORY     - 1960     GOOD             NGS
 DX1144  HISTORY     - 1988     GOOD             USPSQD
 DX1144
 DX1144                          STATION DESCRIPTION
 DX1144
 DX1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1144'AT ESCONDIDO.
 DX1144'AT ESCONDIDO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DX1144'BROADWAY AND GRAND AVENUE, 12.5 FEET EAST OF THE NORTHWEST
 DX1144'CONCRETE PILLAR OF THE BUILDING, ABOUT 15 FEET SOUTHEAST OF A
 DX1144'STREET LIGHT POST, ABOUT 1 FOOT NORTH OF A SHOW WINDOW, A 2
 DX1144'INCH CIRCULAR BRASS DISK.
 DX1144
 DX1144                          STATION RECOVERY (1988)
 DX1144
 DX1144'RECOVERY NOTE BY US POWER SQUADRON 1988 (REK)
 DX1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0235 ***********************************************************************
 KS0235  DESIGNATION -  6551.3
 KS0235  PID         -  KS0235
 KS0235  STATE/COUNTY-  CA/PLACER
 KS0235  USGS QUAD   -  ROYAL GORGE (1979)
 KS0235
 KS0235                         *CURRENT SURVEY CONTROL
 KS0235  ___________________________________________________________________
 KS0235* NAD 83(1986)-  39 11 01.     (N)    120 24 36.     (W)     SCALED    
 KS0235* NAVD 88     -      1997.97   (+/-2cm)    6555.0    (feet)  VERTCON   
 KS0235  ___________________________________________________________________
 KS0235  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KS0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0235
 KS0235.The horizontal coordinates were scaled from a topographic map and have
 KS0235.an estimated accuracy of +/- 6 seconds.
 KS0235
 KS0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0235.The vertical order pertains to the NGVD 29 superseded value.
 KS0235
 KS0235.The geoid height was determined by GEOID03.
 KS0235
 KS0235;                    North         East    Units  Estimated Accuracy
 KS0235;SPC CA 2     -   669,590.    2,137,360.      MT  (+/- 180 meters Scaled)
 KS0235
 KS0235                          SUPERSEDED SURVEY CONTROL
 KS0235
 KS0235  NGVD 29 (??/??/??) 1996.836  (m)         6551.29   (f) ADJUSTED    2 0
 KS0235
 KS0235.Superseded values are not recommended for survey control.
 KS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0235.See file dsdata.txt to determine how the superseded data were derived.
 KS0235
 KS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ237403(NAD 83)
 KS0235_MARKER: N = NAIL
 KS0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0235_SP_SET: TREE
 KS0235_MARK LOGO: USGS  
 KS0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0235
 KS0235  HISTORY     - Date     Condition        Report By
 KS0235  HISTORY     - UNK      MONUMENTED       USGS
 KS0235  HISTORY     - 1952     GOOD             CGS
 KS0235
 KS0235                          STATION DESCRIPTION
 KS0235
 KS0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0235'22.7 MI SW FROM SODA SPRINGS.
 KS0235'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0235'SODA SPRINGS, THENCE 22.45 MILES SOUTHWEST ALONG THE SODA
 KS0235'SPRINGS-FRENCH MEADOWS ROAD, ABOUT 200.0 FEET NORTHWEST OF
 KS0235'A SWITCH BACK IN THE ROAD, IN THE BASE OF THE ROOT OF A 34-INCH
 KS0235'FIR TREE, 21.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 KS0235'AND MARKED WITH A BOARD CONTAINING THE PAINTED NUMBERS 6551.3
 KS0235'NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1520 ***********************************************************************
 LU1520  DESIGNATION -  656.07 USBPR
 LU1520  PID         -  LU1520
 LU1520  STATE/COUNTY-  CA/HUMBOLDT
 LU1520  USGS QUAD   -  WILLOW CREEK (1979)
 LU1520
 LU1520                         *CURRENT SURVEY CONTROL
 LU1520  ___________________________________________________________________
 LU1520* NAD 83(1986)-  40 59 41.     (N)    123 37 46.     (W)     SCALED    
 LU1520* NAVD 88     -       187.136  (meters)     613.96   (feet)  ADJUSTED  
 LU1520  ___________________________________________________________________
 LU1520  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 LU1520  DYNAMIC HT  -         187.042 (meters)     613.65  (feet)  COMP
 LU1520  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 LU1520
 LU1520  VERT ORDER  -  SECOND    CLASS 0
 LU1520
 LU1520.The horizontal coordinates were scaled from a topographic map and have
 LU1520.an estimated accuracy of +/- 6 seconds.
 LU1520
 LU1520.The orthometric height was determined by differential leveling
 LU1520.and adjusted in June 1991.
 LU1520
 LU1520.The geoid height was determined by GEOID03.
 LU1520
 LU1520.The dynamic height is computed by dividing the NAVD 88
 LU1520.geopotential number by the normal gravity value computed on the
 LU1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1520.degrees latitude (g = 980.6199 gals.).
 LU1520
 LU1520.The modeled gravity was interpolated from observed gravity values.
 LU1520
 LU1520;                    North         East    Units  Estimated Accuracy
 LU1520;SPC CA 1     -   685,750.    1,862,920.      MT  (+/- 180 meters Scaled)
 LU1520
 LU1520                          SUPERSEDED SURVEY CONTROL
 LU1520
 LU1520  NGVD 29 (??/??/92)  186.104  (m)          610.58   (f) ADJ UNCH    2 0
 LU1520
 LU1520.Superseded values are not recommended for survey control.
 LU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1520.See file dsdata.txt to determine how the superseded data were derived.
 LU1520
 LU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL470383(NAD 83)
 LU1520_MARKER: N = NAIL
 LU1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1520_SP_SET: TREE
 LU1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1520
 LU1520  HISTORY     - Date     Condition        Report By
 LU1520  HISTORY     - UNK      MONUMENTED       BPR
 LU1520  HISTORY     - 1931     GOOD             NGS
 LU1520  HISTORY     - 1935     MARK NOT FOUND   NGS
 LU1520
 LU1520                          STATION DESCRIPTION
 LU1520
 LU1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 LU1520'4 MI N FROM WILLOW CREEK.
 LU1520'4.0 MILES NORTH ALONG STATE HIGHWAY 96 FROM WILLOW CREEK, HUMBOLDT
 LU1520'COUNTY, AT HIGHWAY STATION 280+50 ON THE OLD ROUTE OF THE HIGHWAY,
 LU1520'AND 20 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A NAIL IN
 LU1520'A 6-INCH FIR TREE.
 LU1520
 LU1520                          STATION RECOVERY (1935)
 LU1520
 LU1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LU1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0217 ***********************************************************************
 KS0217  DESIGNATION -  6562.1
 KS0217  PID         -  KS0217
 KS0217  STATE/COUNTY-  CA/PLACER
 KS0217  USGS QUAD   -  ROYAL GORGE (1979)
 KS0217
 KS0217                         *CURRENT SURVEY CONTROL
 KS0217  ___________________________________________________________________
 KS0217* NAD 83(1986)-  39 13 46.     (N)    120 23 04.     (W)     SCALED    
 KS0217* NAVD 88     -      2001.22   (+/-2cm)    6565.7    (feet)  VERTCON   
 KS0217  ___________________________________________________________________
 KS0217  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 KS0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0217
 KS0217.The horizontal coordinates were scaled from a topographic map and have
 KS0217.an estimated accuracy of +/- 6 seconds.
 KS0217
 KS0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0217.The vertical order pertains to the NGVD 29 superseded value.
 KS0217
 KS0217.The geoid height was determined by GEOID03.
 KS0217
 KS0217;                    North         East    Units  Estimated Accuracy
 KS0217;SPC CA 2     -   674,720.    2,139,480.      MT  (+/- 180 meters Scaled)
 KS0217
 KS0217                          SUPERSEDED SURVEY CONTROL
 KS0217
 KS0217  NGVD 29 (??/??/??) 2000.069  (m)         6561.89   (f) ADJUSTED    2 0
 KS0217
 KS0217.Superseded values are not recommended for survey control.
 KS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0217.See file dsdata.txt to determine how the superseded data were derived.
 KS0217
 KS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ257454(NAD 83)
 KS0217_MARKER: N = NAIL
 KS0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0217_SP_SET: TREE
 KS0217_MARK LOGO: USGS  
 KS0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0217
 KS0217  HISTORY     - Date     Condition        Report By
 KS0217  HISTORY     - UNK      MONUMENTED       USGS
 KS0217  HISTORY     - 1952     GOOD             CGS
 KS0217
 KS0217                          STATION DESCRIPTION
 KS0217
 KS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0217'13.6 MI S FROM SODA SPRINGS.
 KS0217'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0217'SODA SPRINGS, THENCE 13.3 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0217'MEADOWS ROAD, IN A ROOT AT THE BASE OF A FIR TREE, NEAR A SIGN
 KS0217'WESTERN PINE TREE FARM, 11 1/2 FEET NORTHWEST OF THE CENTER LINE
 KS0217'OF THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH THE LETTERS
 KS0217'AND NUMBERS USBM 6562/1 NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0164 ***********************************************************************
 HT0164  DESIGNATION -  657.09
 HT0164  PID         -  HT0164
 HT0164  STATE/COUNTY-  CA/CONTRA COSTA
 HT0164  USGS QUAD   -  LAS TRAMPAS RIDGE (1995)
 HT0164
 HT0164                         *CURRENT SURVEY CONTROL
 HT0164  ___________________________________________________________________
 HT0164* NAD 83(1986)-  37 52 20.     (N)    122 07 25.     (W)     SCALED    
 HT0164* NAVD 88     -       201.32   (+/-2cm)     660.5    (feet)  VERTCON   
 HT0164  ___________________________________________________________________
 HT0164  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 HT0164  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0164
 HT0164.The horizontal coordinates were scaled from a topographic map and have
 HT0164.an estimated accuracy of +/- 6 seconds.
 HT0164
 HT0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0164.The vertical order pertains to the NGVD 29 superseded value.
 HT0164
 HT0164.The geoid height was determined by GEOID03.
 HT0164
 HT0164;                    North         East    Units  Estimated Accuracy
 HT0164;SPC CA 3     -   653,530.    1,857,160.      MT  (+/- 180 meters Scaled)
 HT0164
 HT0164                          SUPERSEDED SURVEY CONTROL
 HT0164
 HT0164  NGVD 29 (??/??/92)  200.470  (m)          657.71   (f) ADJ UNCH    1 2
 HT0164
 HT0164.Superseded values are not recommended for survey control.
 HT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0164.See file dsdata.txt to determine how the superseded data were derived.
 HT0164
 HT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG770920(NAD 83)
 HT0164_MARKER: DB = BENCH MARK DISK
 HT0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0164_SP_SET: CONCRETE MANHOLE
 HT0164_STAMPING: 657.09
 HT0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0164
 HT0164  HISTORY     - Date     Condition        Report By
 HT0164  HISTORY     - 1939     MONUMENTED       CGS
 HT0164  HISTORY     - 1962     MARK NOT FOUND   NGS
 HT0164
 HT0164                          STATION DESCRIPTION
 HT0164
 HT0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 HT0164'1.8 MI S FROM LAFAYETTE.
 HT0164'1.8 MILES SOUTH ALONG JONAS HILL ROAD FROM THE POST OFFICE AT
 HT0164'LAFAYETTE, CONTRA COSTA COUNTY, AT THE CREST OF A HILL, 12 FEET
 HT0164'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP
 HT0164'OF A CONCRETE MANHOLE STRUCTURE 83+67.74.  AN EAST BAY MUNICIPAL
 HT0164'UTILITIES DISTRICT STANDARD DISK, STAMPED 657.09.  NOTE-- THIS
 HT0164'MARK WAS ON A LARGE CONCRETE SEWER STRUCTURE IN THE ROAD, AND NEW
 HT0164'PAVING HAS PROBABLY BURIED RATHER THAN DESTROYED IT.
 HT0164
 HT0164                          STATION RECOVERY (1962)
 HT0164
 HT0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HT0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0074 ***********************************************************************
 HT0074  DESIGNATION -  658.45 EBMUD
 HT0074  PID         -  HT0074
 HT0074  STATE/COUNTY-  CA/CONTRA COSTA
 HT0074  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0074
 HT0074                         *CURRENT SURVEY CONTROL
 HT0074  ___________________________________________________________________
 HT0074* NAD 83(1986)-  37 53 07.     (N)    122 11 44.     (W)     SCALED    
 HT0074* NAVD 88     -       201.72   (+/-2cm)     661.8    (feet)  VERTCON   
 HT0074  ___________________________________________________________________
 HT0074  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HT0074  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0074
 HT0074.The horizontal coordinates were scaled from a topographic map and have
 HT0074.an estimated accuracy of +/- 6 seconds.
 HT0074
 HT0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0074.The vertical order pertains to the NGVD 29 superseded value.
 HT0074
 HT0074.The geoid height was determined by GEOID03.
 HT0074
 HT0074;                    North         East    Units  Estimated Accuracy
 HT0074;SPC CA 3     -   655,090.    1,850,860.      MT  (+/- 180 meters Scaled)
 HT0074
 HT0074                          SUPERSEDED SURVEY CONTROL
 HT0074
 HT0074  NGVD 29 (??/??/92)  200.87   (m)          659.0    (f) COMPUTED    1 2
 HT0074
 HT0074.Superseded values are not recommended for survey control.
 HT0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0074.See file dsdata.txt to determine how the superseded data were derived.
 HT0074
 HT0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG707933(NAD 83)
 HT0074_MARKER: S = SPIKE
 HT0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0074_SP_SET: OAK TREE STUMP
 HT0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0074
 HT0074  HISTORY     - Date     Condition        Report By
 HT0074  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0074  HISTORY     - 1958     MARK NOT FOUND   NGS
 HT0074  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HT0074
 HT0074                          STATION DESCRIPTION
 HT0074
 HT0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0074'0.6 MI W FROM ORINDA.
 HT0074'0.6 MILE WEST ALONG EL TOYONAL FROM ORINDA, CONTRA COSTA COUNTY,
 HT0074'200 FEET WEST OF A SIDE ROAD LEADING SOUTH, 150 FEET EAST OF A
 HT0074'WOODEN TWO-STORY HOUSE ON EL TOYONAL, AND IN THE BASE OF AN OAK
 HT0074'TREE STUMP.  A TRACK SPIKE.
 HT0074
 HT0074                          STATION RECOVERY (1987)
 HT0074
 HT0074'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1141 ***********************************************************************
 DX1141  DESIGNATION -  659.01
 DX1141  PID         -  DX1141
 DX1141  STATE/COUNTY-  CA/SAN DIEGO
 DX1141  USGS QUAD   -  ESCONDIDO (1975)
 DX1141
 DX1141                         *CURRENT SURVEY CONTROL
 DX1141  ___________________________________________________________________
 DX1141* NAD 83(1986)-  33 06 42.     (N)    117 04 41.     (W)     SCALED    
 DX1141* NAVD 88     -       201.53   (+/-2cm)     661.2    (feet)  VERTCON   
 DX1141  ___________________________________________________________________
 DX1141  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DX1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1141
 DX1141.The horizontal coordinates were scaled from a topographic map and have
 DX1141.an estimated accuracy of +/- 6 seconds.
 DX1141
 DX1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1141.The vertical order pertains to the NGVD 29 superseded value.
 DX1141
 DX1141.The geoid height was determined by GEOID03.
 DX1141
 DX1141;                    North         East    Units  Estimated Accuracy
 DX1141;SPC CA 6     -   605,110.    1,922,720.      MT  (+/- 180 meters Scaled)
 DX1141
 DX1141                          SUPERSEDED SURVEY CONTROL
 DX1141
 DX1141  NGVD 29 (??/??/??)  200.860  (m)          658.99   (f) ADJUSTED    2 0
 DX1141
 DX1141.Superseded values are not recommended for survey control.
 DX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1141.See file dsdata.txt to determine how the superseded data were derived.
 DX1141
 DX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS927636(NAD 83)
 DX1141_MARKER: Q = CHISELED SQUARE
 DX1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1141_SP_SET: CURB
 DX1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1141
 DX1141  HISTORY     - Date     Condition        Report By
 DX1141  HISTORY     - UNK      MONUMENTED       USGS
 DX1141  HISTORY     - 1960     GOOD             NGS
 DX1141  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DX1141
 DX1141                          STATION DESCRIPTION
 DX1141
 DX1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1141'AT ESCONDIDO.
 DX1141'AT ESCONDIDO, AT THE SOUTH CORNER OF THE INTERSECTION OF
 DX1141'ESCONDIDO BOULEVARD AND TENTH AVENUE, SET IN THE CURB 3 FEET
 DX1141'SOUTHEAST OF A POINT IN LINE WITH THE CURBING ALONG ESCONDIDO
 DX1141'BOULEVARD, 3 FEET SOUTHWEST OF A POINT IN LINE WITH THE CURBING
 DX1141'ALONG TENTH AVENUE.  THE MARK IS AN IRON BOLT SET INSIDE A
 DX1141'CHISELED SQUARE.
 DX1141
 DX1141                          STATION RECOVERY (1988)
 DX1141
 DX1141'RECOVERY NOTE BY US POWER SQUADRON 1988 (REK)
 DX1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2979 ***********************************************************************
 DX2979  DESIGNATION -  659.06
 DX2979  PID         -  DX2979
 DX2979  STATE/COUNTY-  CA/LOS ANGELES
 DX2979  USGS QUAD   -  YORBA LINDA (1981)
 DX2979
 DX2979                         *CURRENT SURVEY CONTROL
 DX2979  ___________________________________________________________________
 DX2979* NAD 83(1986)-  33 57 44.     (N)    117 51 05.     (W)     SCALED    
 DX2979* NAVD 88     -       201.55   (+/-2cm)     661.3    (feet)  VERTCON   
 DX2979  ___________________________________________________________________
 DX2979  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DX2979  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2979
 DX2979.The horizontal coordinates were scaled from a topographic map and have
 DX2979.an estimated accuracy of +/- 6 seconds.
 DX2979
 DX2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2979.The vertical order pertains to the NGVD 29 superseded value.
 DX2979
 DX2979.The geoid height was determined by GEOID03.
 DX2979
 DX2979;                    North         East    Units  Estimated Accuracy
 DX2979;SPC CA 5     -   551,280.    2,013,740.      MT  (+/- 180 meters Scaled)
 DX2979
 DX2979                          SUPERSEDED SURVEY CONTROL
 DX2979
 DX2979  NGVD 29 (??/??/??)  200.799  (m)          658.79   (f) ADJUSTED    1 2
 DX2979
 DX2979.Superseded values are not recommended for survey control.
 DX2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2979.See file dsdata.txt to determine how the superseded data were derived.
 DX2979
 DX2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT213582(NAD 83)
 DX2979_MARKER: X = CHISELED CROSS
 DX2979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2979_SP_SET: CULVERT
 DX2979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2979
 DX2979  HISTORY     - Date     Condition        Report By
 DX2979  HISTORY     - UNK      MONUMENTED       CA-037
 DX2979  HISTORY     - 1949     GOOD             NGS
 DX2979  HISTORY     - 1963     GOOD             NGS
 DX2979
 DX2979                          STATION DESCRIPTION
 DX2979
 DX2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2979'5 MI NE FROM BREA.
 DX2979'ABOUT 5.0 MILES NORTHEAST ALONG BREA CANYON ROAD FROM THE GRAMMAR
 DX2979'SCHOOL IN BREA, 33 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DX2979'18 INCHES ABOVE THE LEVEL OF THE ROAD, AND CHISELED IN THE
 DX2979'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 DX2979
 DX2979                          STATION RECOVERY (1963)
 DX2979
 DX2979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DX2979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2887 ***********************************************************************
 HS2887  DESIGNATION -  66
 HS2887  PID         -  HS2887
 HS2887  STATE/COUNTY-  CA/SANTA CLARA
 HS2887  USGS QUAD   -  SAN JOSE WEST (1980)
 HS2887
 HS2887                         *CURRENT SURVEY CONTROL
 HS2887  ___________________________________________________________________
 HS2887* NAD 83(1986)-  37 20 35.     (N)    121 54 26.     (W)     SCALED    
 HS2887* NAVD 88     -        20.60   (+/-2cm)      67.6    (feet)  VERTCON   
 HS2887  ___________________________________________________________________
 HS2887  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HS2887  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2887
 HS2887.The horizontal coordinates were scaled from a topographic map and have
 HS2887.an estimated accuracy of +/- 6 seconds.
 HS2887
 HS2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2887.The vertical order pertains to the NGVD 29 superseded value.
 HS2887
 HS2887.The geoid height was determined by GEOID03.
 HS2887
 HS2887;                    North         East    Units  Estimated Accuracy
 HS2887;SPC CA 3     -   594,500.    1,875,320.      MT  (+/- 180 meters Scaled)
 HS2887
 HS2887                          SUPERSEDED SURVEY CONTROL
 HS2887
 HS2887  NGVD 29 (??/??/92)   19.768  (m)           64.86   (f) ADJ UNCH    1 2
 HS2887
 HS2887.Superseded values are not recommended for survey control.
 HS2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2887.See file dsdata.txt to determine how the superseded data were derived.
 HS2887
 HS2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG967334(NAD 83)
 HS2887_MARKER: Z = SEE DESCRIPTION
 HS2887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2887_SP_SET: WELL CASING
 HS2887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2887
 HS2887  HISTORY     - Date     Condition        Report By
 HS2887  HISTORY     - UNK      MONUMENTED       CA3340
 HS2887  HISTORY     - 1938     GOOD             NGS
 HS2887
 HS2887                          STATION DESCRIPTION
 HS2887
 HS2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HS2887'AT SAN JOSE.
 HS2887'AT SAN JOSE, SANTA CLARA COUNTY, AT THE INTERSECTION OF SPRING
 HS2887'AND EMORY STREETS, ABOUT 215 FEET SOUTHEAST OF THE CENTER OF
 HS2887'EMORY STREET, ABOUT 256 FEET NORTHEAST OF THE CENTER OF SPRING
 HS2887'STREET, AT SAN JOSE WATERWORKS WELL 1, AND AT THE SOUTHWEST
 HS2887'SIDE OF THE MAIN CASING.  A STEP WELDED TO THE MAIN CASING AT A
 HS2887'POINT ABOUT 4 FEET UNDER GROUND, ACESS TO WHICH IS HAD THROUGH
 HS2887'A 6-INCH IRON PIPE WELDED TO THE MAIN CASING.  NOTE-- IT WAS
 HS2887'REPORTED IN NOVEMBER 1938 THAT THE PIPE GIVING ACCESS TO
 HS2887'THE MARK WAS PARTLY FILLED WITH DEBRIS.  IT WAS NOT INCLUDED
 HS2887'IN THE LEVELING OF THAT YEAR OR LATER YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1877 ***********************************************************************
 JT1877  DESIGNATION -  66 1
 JT1877  PID         -  JT1877
 JT1877  STATE/COUNTY-  CA/NAPA
 JT1877  USGS QUAD   -  MT GEORGE (1973)
 JT1877
 JT1877                         *CURRENT SURVEY CONTROL
 JT1877  ___________________________________________________________________
 JT1877* NAD 83(1986)-  38 17 45.     (N)    122 14 33.     (W)     SCALED    
 JT1877* NAVD 88     -        32.18   (+/-2cm)     105.6    (feet)  VERTCON   
 JT1877  ___________________________________________________________________
 JT1877  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT1877  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1877
 JT1877.The horizontal coordinates were scaled from a topographic map and have
 JT1877.an estimated accuracy of +/- 6 seconds.
 JT1877
 JT1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1877.The vertical order pertains to the NGVD 29 superseded value.
 JT1877
 JT1877.The geoid height was determined by GEOID03.
 JT1877
 JT1877;                    North         East    Units  Estimated Accuracy
 JT1877;SPC CA 2     -   569,870.    1,978,790.      MT  (+/- 180 meters Scaled)
 JT1877
 JT1877                          SUPERSEDED SURVEY CONTROL
 JT1877
 JT1877  NGVD 29 (??/??/92)   31.385  (m)          102.97   (f) ADJ UNCH    1 1
 JT1877
 JT1877.Superseded values are not recommended for survey control.
 JT1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1877.See file dsdata.txt to determine how the superseded data were derived.
 JT1877
 JT1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH662389(NAD 83)
 JT1877_MARKER: DD = SURVEY DISK
 JT1877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1877_SP_SET: MASSIVE STRUCTURE
 JT1877_MARK LOGO: CA2330
 JT1877_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1877
 JT1877  HISTORY     - Date     Condition        Report By
 JT1877  HISTORY     - 1971     MONUMENTED       CA2330
 JT1877
 JT1877                          STATION DESCRIPTION
 JT1877
 JT1877'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1877'ALONG THIRD AVENUE AT TULUCAY CREEK BRIDGE, A BRASS CAP SET IN THE
 JT1877'SOUTH WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1867 ***********************************************************************
 JT1867  DESIGNATION -  66 1 A
 JT1867  PID         -  JT1867
 JT1867  STATE/COUNTY-  CA/NAPA
 JT1867  USGS QUAD   -  MT GEORGE (1973)
 JT1867
 JT1867                         *CURRENT SURVEY CONTROL
 JT1867  ___________________________________________________________________
 JT1867* NAD 83(1986)-  38 18 54.     (N)    122 13 48.     (W)     SCALED    
 JT1867* NAVD 88     -        70.07   (+/-2cm)     229.9    (feet)  VERTCON   
 JT1867  ___________________________________________________________________
 JT1867  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1867  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1867
 JT1867.The horizontal coordinates were scaled from a topographic map and have
 JT1867.an estimated accuracy of +/- 6 seconds.
 JT1867
 JT1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1867.The vertical order pertains to the NGVD 29 superseded value.
 JT1867
 JT1867.The geoid height was determined by GEOID03.
 JT1867
 JT1867;                    North         East    Units  Estimated Accuracy
 JT1867;SPC CA 2     -   572,000.    1,979,890.      MT  (+/- 180 meters Scaled)
 JT1867
 JT1867                          SUPERSEDED SURVEY CONTROL
 JT1867
 JT1867  NGVD 29 (??/??/92)   69.266  (m)          227.25   (f) ADJ UNCH    1 1
 JT1867
 JT1867.Superseded values are not recommended for survey control.
 JT1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1867.See file dsdata.txt to determine how the superseded data were derived.
 JT1867
 JT1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH673410(NAD 83)
 JT1867_MARKER: DD = SURVEY DISK
 JT1867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1867_SP_SET: MASSIVE STRUCTURE
 JT1867_MARK LOGO: CA2330
 JT1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1867
 JT1867  HISTORY     - Date     Condition        Report By
 JT1867  HISTORY     - 1971     MONUMENTED       CA2330
 JT1867
 JT1867                          STATION DESCRIPTION
 JT1867
 JT1867'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1867'ALONG THIRD AVENUE, 3200 FT (975.4 M) SOUTH OF HAGEN ROAD AT BRIDGE, A
 JT1867'BRASS CAP SET IN WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1593 ***********************************************************************
 JT1593  DESIGNATION -  66 2
 JT1593  PID         -  JT1593
 JT1593  STATE/COUNTY-  CA/NAPA
 JT1593  USGS QUAD   -  MT GEORGE (1973)
 JT1593
 JT1593                         *CURRENT SURVEY CONTROL
 JT1593  ___________________________________________________________________
 JT1593* NAD 83(1986)-  38 19 21.     (N)    122 14 14.     (W)     SCALED    
 JT1593* NAVD 88     -        44.33   (+/-2cm)     145.4    (feet)  VERTCON   
 JT1593  ___________________________________________________________________
 JT1593  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1593  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1593
 JT1593.The horizontal coordinates were scaled from a topographic map and have
 JT1593.an estimated accuracy of +/- 6 seconds.
 JT1593
 JT1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1593.The vertical order pertains to the NGVD 29 superseded value.
 JT1593
 JT1593.The geoid height was determined by GEOID03.
 JT1593
 JT1593;                    North         East    Units  Estimated Accuracy
 JT1593;SPC CA 2     -   572,830.    1,979,260.      MT  (+/- 180 meters Scaled)
 JT1593
 JT1593                          SUPERSEDED SURVEY CONTROL
 JT1593
 JT1593  NGVD 29 (??/??/92)   43.530  (m)          142.81   (f) ADJ UNCH    1 1
 JT1593
 JT1593.Superseded values are not recommended for survey control.
 JT1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1593.See file dsdata.txt to determine how the superseded data were derived.
 JT1593
 JT1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH666418(NAD 83)
 JT1593_MARKER: DD = SURVEY DISK
 JT1593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1593_SP_SET: COPPER-CLAD STEEL ROD
 JT1593_STAMPING: 66 2 C OF N
 JT1593_MARK LOGO: CA2330
 JT1593_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1593
 JT1593  HISTORY     - Date     Condition        Report By
 JT1593  HISTORY     - 1972     MONUMENTED       CA2330
 JT1593
 JT1593                          STATION DESCRIPTION
 JT1593
 JT1593'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1593'4.0 MI (6.4 KM) NORTHEAST OF THE COURTHOUSE IN NAPA, ON THIRD AVENUE,
 JT1593'IN THE NORTHEAST CORNER OF THE NAPA VALLEY COUNTRY CLUB GOLF COURSE,
 JT1593'200 FT (61.0 M) SOUTH OF CENTERLINE OF HAGEN ROAD, 109 FT (33.2 M)
 JT1593'WEST OF CENTERLINE OF THIRD AVENUE, 3.7 FT (1.1 M) SOUTHEAST OF
 JT1593'SOUTHEAST CORNER OF WELL PUMPHOUSE, APPROXIMATELY 40 FT (12.2 M)
 JT1593'NORTH OF ASPHALT GOLF CART ROAD, 0.6 FT (0.2 M) BELOW TOP OF 10 INCH
 JT1593'DIAMETER MONUMENT BOX, SET FLUSH WITH THE GROUND, WITH THE WORD
 JT1593'MONUMENT CAST IN THE COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD
 JT1593'STEEL ROD DRIVEN TO REFUSAL AT 13 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1858 ***********************************************************************
 JT1858  DESIGNATION -  66 3
 JT1858  PID         -  JT1858
 JT1858  STATE/COUNTY-  CA/NAPA
 JT1858  USGS QUAD   -  MT GEORGE (1973)
 JT1858
 JT1858                         *CURRENT SURVEY CONTROL
 JT1858  ___________________________________________________________________
 JT1858* NAD 83(1986)-  38 19 20.     (N)    122 14 13.     (W)     SCALED    
 JT1858* NAVD 88     -        42.99   (+/-2cm)     141.0    (feet)  VERTCON   
 JT1858  ___________________________________________________________________
 JT1858  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1858  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1858
 JT1858.The horizontal coordinates were scaled from a topographic map and have
 JT1858.an estimated accuracy of +/- 6 seconds.
 JT1858
 JT1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1858.The vertical order pertains to the NGVD 29 superseded value.
 JT1858
 JT1858.The geoid height was determined by GEOID03.
 JT1858
 JT1858;                    North         East    Units  Estimated Accuracy
 JT1858;SPC CA 2     -   572,800.    1,979,280.      MT  (+/- 180 meters Scaled)
 JT1858
 JT1858                          SUPERSEDED SURVEY CONTROL
 JT1858
 JT1858  NGVD 29 (??/??/92)   42.183  (m)          138.40   (f) ADJ UNCH    1 1
 JT1858
 JT1858.Superseded values are not recommended for survey control.
 JT1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1858.See file dsdata.txt to determine how the superseded data were derived.
 JT1858
 JT1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH667418(NAD 83)
 JT1858_MARKER: DD = SURVEY DISK
 JT1858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1858_SP_SET: MASSIVE STRUCTURE
 JT1858_MARK LOGO: CA2330
 JT1858_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1858
 JT1858  HISTORY     - Date     Condition        Report By
 JT1858  HISTORY     - 1971     MONUMENTED       CA2330
 JT1858
 JT1858                          STATION DESCRIPTION
 JT1858
 JT1858'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1858'ALONG THIRD AVENUE AT BRIDGE SOUTH OF HAGEN ROAD, A BRASS CAP SET IN
 JT1858'THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1865 ***********************************************************************
 JT1865  DESIGNATION -  66 4
 JT1865  PID         -  JT1865
 JT1865  STATE/COUNTY-  CA/NAPA
 JT1865  USGS QUAD   -  MT GEORGE (1973)
 JT1865
 JT1865                         *CURRENT SURVEY CONTROL
 JT1865  ___________________________________________________________________
 JT1865* NAD 83(1986)-  38 19 25.     (N)    122 14 53.     (W)     SCALED    
 JT1865* NAVD 88     -        29.22   (+/-2cm)      95.9    (feet)  VERTCON   
 JT1865  ___________________________________________________________________
 JT1865  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT1865  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1865
 JT1865.The horizontal coordinates were scaled from a topographic map and have
 JT1865.an estimated accuracy of +/- 6 seconds.
 JT1865
 JT1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1865.The vertical order pertains to the NGVD 29 superseded value.
 JT1865
 JT1865.The geoid height was determined by GEOID03.
 JT1865
 JT1865;                    North         East    Units  Estimated Accuracy
 JT1865;SPC CA 2     -   572,960.    1,978,310.      MT  (+/- 180 meters Scaled)
 JT1865
 JT1865                          SUPERSEDED SURVEY CONTROL
 JT1865
 JT1865  NGVD 29 (??/??/92)   28.423  (m)           93.25   (f) ADJ UNCH    1 1
 JT1865
 JT1865.Superseded values are not recommended for survey control.
 JT1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1865.See file dsdata.txt to determine how the superseded data were derived.
 JT1865
 JT1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH657419(NAD 83)
 JT1865_MARKER: DD = SURVEY DISK
 JT1865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1865_SP_SET: MASSIVE STRUCTURE
 JT1865_MARK LOGO: CA2330
 JT1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1865
 JT1865  HISTORY     - Date     Condition        Report By
 JT1865  HISTORY     - 1971     MONUMENTED       CA2330
 JT1865
 JT1865                          STATION DESCRIPTION
 JT1865
 JT1865'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1865'ALONG HAGEN ROAD, EAST OF LA LONDE LANE AT BRIDGE, A BRASS CAP SET IN
 JT1865'THE NORTHEAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9170 ***********************************************************************
 JT9170  DESIGNATION -  66 5
 JT9170  PID         -  JT9170
 JT9170  STATE/COUNTY-  CA/NAPA
 JT9170  USGS QUAD   -  NAPA (1980)
 JT9170
 JT9170                         *CURRENT SURVEY CONTROL
 JT9170  ___________________________________________________________________
 JT9170* NAD 83(1986)-  38 19 24.     (N)    122 15 52.     (W)     SCALED    
 JT9170* NAVD 88     -        14.04   (+/-2cm)      46.1    (feet)  VERTCON   
 JT9170  ___________________________________________________________________
 JT9170  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT9170  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9170
 JT9170.The horizontal coordinates were scaled from a topographic map and have
 JT9170.an estimated accuracy of +/- 6 seconds.
 JT9170
 JT9170.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9170.The vertical order pertains to the NGVD 29 superseded value.
 JT9170
 JT9170.The geoid height was determined by GEOID03.
 JT9170
 JT9170;                    North         East    Units  Estimated Accuracy
 JT9170;SPC CA 2     -   572,930.    1,976,880.      MT  (+/- 180 meters Scaled)
 JT9170
 JT9170                          SUPERSEDED SURVEY CONTROL
 JT9170
 JT9170  NGVD 29 (??/??/92)   13.247  (m)           43.46   (f) ADJ UNCH    2 2
 JT9170
 JT9170.Superseded values are not recommended for survey control.
 JT9170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9170.See file dsdata.txt to determine how the superseded data were derived.
 JT9170
 JT9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH642419(NAD 83)
 JT9170_MARKER: DD = SURVEY DISK
 JT9170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT9170_SP_SET: MASSIVE STRUCTURE
 JT9170_MARK LOGO: CA2330
 JT9170_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT9170
 JT9170  HISTORY     - Date     Condition        Report By
 JT9170  HISTORY     - 1971     MONUMENTED       CA2330
 JT9170
 JT9170                          STATION DESCRIPTION
 JT9170
 JT9170'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9170'ALONG HAGEN ROAD AT BRIDGE NEAR NO. 1165, A BRASS CAP SET IN SOUTHWEST
 JT9170'CORNER IN PCC HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1876 ***********************************************************************
 JT1876  DESIGNATION -  66 A
 JT1876  PID         -  JT1876
 JT1876  STATE/COUNTY-  CA/NAPA
 JT1876  USGS QUAD   -  MT GEORGE (1973)
 JT1876
 JT1876                         *CURRENT SURVEY CONTROL
 JT1876  ___________________________________________________________________
 JT1876* NAD 83(1986)-  38 17 51.     (N)    122 14 26.     (W)     SCALED    
 JT1876* NAVD 88     -        35.93   (+/-2cm)     117.9    (feet)  VERTCON   
 JT1876  ___________________________________________________________________
 JT1876  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT1876  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1876
 JT1876.The horizontal coordinates were scaled from a topographic map and have
 JT1876.an estimated accuracy of +/- 6 seconds.
 JT1876
 JT1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1876.The vertical order pertains to the NGVD 29 superseded value.
 JT1876
 JT1876.The geoid height was determined by GEOID03.
 JT1876
 JT1876;                    North         East    Units  Estimated Accuracy
 JT1876;SPC CA 2     -   570,060.    1,978,960.      MT  (+/- 180 meters Scaled)
 JT1876
 JT1876                          SUPERSEDED SURVEY CONTROL
 JT1876
 JT1876  NGVD 29 (??/??/92)   35.139  (m)          115.29   (f) ADJ UNCH    1 1
 JT1876
 JT1876.Superseded values are not recommended for survey control.
 JT1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1876.See file dsdata.txt to determine how the superseded data were derived.
 JT1876
 JT1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH664390(NAD 83)
 JT1876_MARKER: DD = SURVEY DISK
 JT1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1876_SP_SET: CONCRETE POST
 JT1876_MARK LOGO: CA2330
 JT1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1876+STABILITY: SURFACE MOTION
 JT1876
 JT1876  HISTORY     - Date     Condition        Report By
 JT1876  HISTORY     - 1971     MONUMENTED       CA2330
 JT1876
 JT1876                          STATION DESCRIPTION
 JT1876
 JT1876'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1876'ALONG THIRD AVENUE AT NO. 1064 DRIVEWAY, EAST OF EP, A WELL TYPE
 JT1876'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2750 ***********************************************************************
 DX2750  DESIGNATION -  66 B
 DX2750  PID         -  DX2750
 DX2750  STATE/COUNTY-  CA/RIVERSIDE
 DX2750  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2750
 DX2750                         *CURRENT SURVEY CONTROL
 DX2750  ___________________________________________________________________
 DX2750* NAD 83(1986)-  33 59 30.     (N)    117 21 18.     (W)     SCALED    
 DX2750* NAVD 88     -       268.945  (meters)     882.36   (feet)  ADJUSTED  
 DX2750  ___________________________________________________________________
 DX2750  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DX2750  DYNAMIC HT  -         268.651 (meters)     881.40  (feet)  COMP
 DX2750  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 DX2750
 DX2750  VERT ORDER  -  FIRST     CLASS I
 DX2750
 DX2750.The horizontal coordinates were scaled from a topographic map and have
 DX2750.an estimated accuracy of +/- 6 seconds.
 DX2750
 DX2750.The orthometric height was determined by differential leveling
 DX2750.and adjusted in June 1991.
 DX2750
 DX2750.The geoid height was determined by GEOID03.
 DX2750
 DX2750.The dynamic height is computed by dividing the NAVD 88
 DX2750.geopotential number by the normal gravity value computed on the
 DX2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2750.degrees latitude (g = 980.6199 gals.).
 DX2750
 DX2750.The modeled gravity was interpolated from observed gravity values.
 DX2750
 DX2750;                    North         East    Units  Estimated Accuracy
 DX2750;SPC CA 6     -   702,950.    1,897,910.      MT  (+/- 180 meters Scaled)
 DX2750
 DX2750                          SUPERSEDED SURVEY CONTROL
 DX2750
 DX2750  NGVD 29 (??/??/92)  268.188  (m)          879.88   (f) ADJ UNCH    1 1
 DX2750
 DX2750.Superseded values are not recommended for survey control.
 DX2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2750.See file dsdata.txt to determine how the superseded data were derived.
 DX2750
 DX2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT672612(NAD 83)
 DX2750_MARKER: DD = SURVEY DISK
 DX2750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX2750_SP_SET: CULVERT HEADWALL
 DX2750_STAMPING: 66-B-61
 DX2750_MARK LOGO: CADH  
 DX2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2750+STABILITY: SURFACE MOTION
 DX2750
 DX2750  HISTORY     - Date     Condition        Report By
 DX2750  HISTORY     - 1961     MONUMENTED       CADH
 DX2750  HISTORY     - 1974     GOOD             NGS
 DX2750  HISTORY     - 1977     GOOD             NGS
 DX2750  HISTORY     - 1988     GOOD             NGS
 DX2750
 DX2750                          STATION DESCRIPTION
 DX2750
 DX2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DX2750'1.2 MI NE FROM RIVERSIDE.
 DX2750'ABOUT 1.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2750'FE RAILWAY, FROM THE STATION AT RIVERSIDE, 47 YARDS SOUTHWEST
 DX2750'OF THE SOUTHWEST EDGE OF U.S. HIGHWAY 60 OVER-CROSSING, 45 FEET
 DX2750'NORTHWEST OF THE NORTHWEST RAIL, 22 FEET SOUTHEAST OF THE
 DX2750'CENTERLINE OF E. LA CADENA DRIVE, IN THE TOP OF THE SOUTHWEST
 DX2750'END OF THE SOUTHEAST CONCRETE HEADWALL OF A 20 FOOT BY 8 FOOT
 DX2750'BOX CULVERT UNDER THE ROAD.  A CSDH BRONZE DISK LEVEL WITH
 DX2750'THE GROUND.
 DX2750
 DX2750                          STATION RECOVERY (1977)
 DX2750
 DX2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2750'RECOVERED IN GOOD CONDITION.
 DX2750
 DX2750                          STATION RECOVERY (1988)
 DX2750
 DX2750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1875 ***********************************************************************
 JT1875  DESIGNATION -  66 B
 JT1875  PID         -  JT1875
 JT1875  STATE/COUNTY-  CA/NAPA
 JT1875  USGS QUAD   -  MT GEORGE (1973)
 JT1875
 JT1875                         *CURRENT SURVEY CONTROL
 JT1875  ___________________________________________________________________
 JT1875* NAD 83(1986)-  38 17 57.     (N)    122 14 19.     (W)     SCALED    
 JT1875* NAVD 88     -        38.35   (+/-2cm)     125.8    (feet)  VERTCON   
 JT1875  ___________________________________________________________________
 JT1875  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1875  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1875
 JT1875.The horizontal coordinates were scaled from a topographic map and have
 JT1875.an estimated accuracy of +/- 6 seconds.
 JT1875
 JT1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1875.The vertical order pertains to the NGVD 29 superseded value.
 JT1875
 JT1875.The geoid height was determined by GEOID03.
 JT1875
 JT1875;                    North         East    Units  Estimated Accuracy
 JT1875;SPC CA 2     -   570,240.    1,979,130.      MT  (+/- 180 meters Scaled)
 JT1875
 JT1875                          SUPERSEDED SURVEY CONTROL
 JT1875
 JT1875  NGVD 29 (??/??/92)   37.554  (m)          123.21   (f) ADJ UNCH    1 1
 JT1875
 JT1875.Superseded values are not recommended for survey control.
 JT1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1875.See file dsdata.txt to determine how the superseded data were derived.
 JT1875
 JT1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH665392(NAD 83)
 JT1875_MARKER: DD = SURVEY DISK
 JT1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1875_SP_SET: CONCRETE POST
 JT1875_MARK LOGO: CA2330
 JT1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1875+STABILITY: SURFACE MOTION
 JT1875
 JT1875  HISTORY     - Date     Condition        Report By
 JT1875  HISTORY     - 1971     MONUMENTED       CA2330
 JT1875
 JT1875                          STATION DESCRIPTION
 JT1875
 JT1875'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1875'AT INTERSECTION OF THIRD AVENUE AND EAST THIRD AVENUE, A WELL TYPE
 JT1875'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1874 ***********************************************************************
 JT1874  DESIGNATION -  66 C
 JT1874  PID         -  JT1874
 JT1874  STATE/COUNTY-  CA/NAPA
 JT1874  USGS QUAD   -  MT GEORGE (1973)
 JT1874
 JT1874                         *CURRENT SURVEY CONTROL
 JT1874  ___________________________________________________________________
 JT1874* NAD 83(1986)-  38 18 03.     (N)    122 14 18.     (W)     SCALED    
 JT1874* NAVD 88     -        43.12   (+/-2cm)     141.5    (feet)  VERTCON   
 JT1874  ___________________________________________________________________
 JT1874  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1874  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1874
 JT1874.The horizontal coordinates were scaled from a topographic map and have
 JT1874.an estimated accuracy of +/- 6 seconds.
 JT1874
 JT1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1874.The vertical order pertains to the NGVD 29 superseded value.
 JT1874
 JT1874.The geoid height was determined by GEOID03.
 JT1874
 JT1874;                    North         East    Units  Estimated Accuracy
 JT1874;SPC CA 2     -   570,430.    1,979,150.      MT  (+/- 180 meters Scaled)
 JT1874
 JT1874                          SUPERSEDED SURVEY CONTROL
 JT1874
 JT1874  NGVD 29 (??/??/92)   42.327  (m)          138.87   (f) ADJ UNCH    1 1
 JT1874
 JT1874.Superseded values are not recommended for survey control.
 JT1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1874.See file dsdata.txt to determine how the superseded data were derived.
 JT1874
 JT1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH665394(NAD 83)
 JT1874_MARKER: DD = SURVEY DISK
 JT1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1874_SP_SET: CONCRETE POST
 JT1874_MARK LOGO: CA2330
 JT1874_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1874+STABILITY: SURFACE MOTION
 JT1874
 JT1874  HISTORY     - Date     Condition        Report By
 JT1874  HISTORY     - 1971     MONUMENTED       CA2330
 JT1874
 JT1874                          STATION DESCRIPTION
 JT1874
 JT1874'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1874'ALONG THIRD AVENUE, NORTH OF NO. 1150 AT FENCE LINE, WEST OF EP, A
 JT1874'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0454 ***********************************************************************
 DY0454  DESIGNATION -  66 C OF C
 DY0454  PID         -  DY0454
 DY0454  STATE/COUNTY-  CA/LOS ANGELES
 DY0454  USGS QUAD   -  SOUTH GATE (1981)
 DY0454
 DY0454                         *CURRENT SURVEY CONTROL
 DY0454  ___________________________________________________________________
 DY0454* NAD 83(1986)-  33 53 17.     (N)    118 13 08.     (W)     SCALED    
 DY0454* NAVD 88     -        20.96   (+/-2cm)      68.8    (feet)  VERTCON   
 DY0454  ___________________________________________________________________
 DY0454  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0454  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0454
 DY0454.The horizontal coordinates were scaled from a topographic map and have
 DY0454.an estimated accuracy of +/- 6 seconds.
 DY0454
 DY0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0454.The vertical order pertains to the NGVD 29 superseded value.
 DY0454
 DY0454.The geoid height was determined by GEOID03.
 DY0454
 DY0454;                    North         East    Units  Estimated Accuracy
 DY0454;SPC CA 5     -   543,070.    1,979,750.      MT  (+/- 180 meters Scaled)
 DY0454
 DY0454                          SUPERSEDED SURVEY CONTROL
 DY0454
 DY0454  NGVD 29 (??/??/92)   20.210  (m)           66.31   (f) ADJ UNCH    1 2
 DY0454
 DY0454.Superseded values are not recommended for survey control.
 DY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0454.See file dsdata.txt to determine how the superseded data were derived.
 DY0454
 DY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT872504(NAD 83)
 DY0454_MARKER: Z = SEE DESCRIPTION
 DY0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0454_SP_SET: CURB
 DY0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0454
 DY0454  HISTORY     - Date     Condition        Report By
 DY0454  HISTORY     - UNK      MONUMENTED
 DY0454  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0454
 DY0454                          STATION DESCRIPTION
 DY0454
 DY0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0454'AT COMPTON.
 DY0454'AT THE NORTHEAST CORNER OF INTERSECTION OF SOUTHERN PACIFIC
 DY0454'RAILROAD AND OLIVE STREET, 50 FEET EAST OF CENTERLINE OF THE
 DY0454'MAIN TRACK, IN THE WEST END OF THE CONCRETE CURB ON NORTH SIDE
 DY0454'OF OLIVE STREET, LEADED INTO CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1873 ***********************************************************************
 JT1873  DESIGNATION -  66 D
 JT1873  PID         -  JT1873
 JT1873  STATE/COUNTY-  CA/NAPA
 JT1873  USGS QUAD   -  MT GEORGE (1973)
 JT1873
 JT1873                         *CURRENT SURVEY CONTROL
 JT1873  ___________________________________________________________________
 JT1873* NAD 83(1986)-  38 18 14.     (N)    122 14 15.     (W)     SCALED    
 JT1873* NAVD 88     -        49.22   (+/-2cm)     161.5    (feet)  VERTCON   
 JT1873  ___________________________________________________________________
 JT1873  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1873  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1873
 JT1873.The horizontal coordinates were scaled from a topographic map and have
 JT1873.an estimated accuracy of +/- 6 seconds.
 JT1873
 JT1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1873.The vertical order pertains to the NGVD 29 superseded value.
 JT1873
 JT1873.The geoid height was determined by GEOID03.
 JT1873
 JT1873;                    North         East    Units  Estimated Accuracy
 JT1873;SPC CA 2     -   570,760.    1,979,230.      MT  (+/- 180 meters Scaled)
 JT1873
 JT1873                          SUPERSEDED SURVEY CONTROL
 JT1873
 JT1873  NGVD 29 (??/??/92)   48.422  (m)          158.86   (f) ADJ UNCH    1 1
 JT1873
 JT1873.Superseded values are not recommended for survey control.
 JT1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1873.See file dsdata.txt to determine how the superseded data were derived.
 JT1873
 JT1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH666398(NAD 83)
 JT1873_MARKER: DD = SURVEY DISK
 JT1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1873_SP_SET: CONCRETE POST
 JT1873_MARK LOGO: CA2330
 JT1873_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1873+STABILITY: SURFACE MOTION
 JT1873
 JT1873  HISTORY     - Date     Condition        Report By
 JT1873  HISTORY     - 1971     MONUMENTED       CA2330
 JT1873
 JT1873                          STATION DESCRIPTION
 JT1873
 JT1873'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1873'AT INTERSECTION OF THIRD AVENUE (WEST) AND NORTH AVENUE, A WELL TYPE
 JT1873'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1872 ***********************************************************************
 JT1872  DESIGNATION -  66 E
 JT1872  PID         -  JT1872
 JT1872  STATE/COUNTY-  CA/NAPA
 JT1872  USGS QUAD   -  MT GEORGE (1973)
 JT1872
 JT1872                         *CURRENT SURVEY CONTROL
 JT1872  ___________________________________________________________________
 JT1872* NAD 83(1986)-  38 18 13.     (N)    122 14 03.     (W)     SCALED    
 JT1872* NAVD 88     -        52.24   (+/-2cm)     171.4    (feet)  VERTCON   
 JT1872  ___________________________________________________________________
 JT1872  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT1872  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1872
 JT1872.The horizontal coordinates were scaled from a topographic map and have
 JT1872.an estimated accuracy of +/- 6 seconds.
 JT1872
 JT1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1872.The vertical order pertains to the NGVD 29 superseded value.
 JT1872
 JT1872.The geoid height was determined by GEOID03.
 JT1872
 JT1872;                    North         East    Units  Estimated Accuracy
 JT1872;SPC CA 2     -   570,730.    1,979,520.      MT  (+/- 180 meters Scaled)
 JT1872
 JT1872                          SUPERSEDED SURVEY CONTROL
 JT1872
 JT1872  NGVD 29 (??/??/92)   51.443  (m)          168.78   (f) ADJ UNCH    1 1
 JT1872
 JT1872.Superseded values are not recommended for survey control.
 JT1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1872.See file dsdata.txt to determine how the superseded data were derived.
 JT1872
 JT1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH669397(NAD 83)
 JT1872_MARKER: DD = SURVEY DISK
 JT1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1872_SP_SET: CONCRETE POST
 JT1872_MARK LOGO: CA2330
 JT1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1872+STABILITY: SURFACE MOTION
 JT1872
 JT1872  HISTORY     - Date     Condition        Report By
 JT1872  HISTORY     - 1971     MONUMENTED       CA2330
 JT1872
 JT1872                          STATION DESCRIPTION
 JT1872
 JT1872'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1872'ALONG THIRD AVENUE (EAST) AT INTERSECTION WITH NORTH AVENUE, A WELL
 JT1872'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1871 ***********************************************************************
 JT1871  DESIGNATION -  66 F
 JT1871  PID         -  JT1871
 JT1871  STATE/COUNTY-  CA/NAPA
 JT1871  USGS QUAD   -  MT GEORGE (1973)
 JT1871
 JT1871                         *CURRENT SURVEY CONTROL
 JT1871  ___________________________________________________________________
 JT1871* NAD 83(1986)-  38 18 25.     (N)    122 13 59.     (W)     SCALED    
 JT1871* NAVD 88     -        60.98   (+/-2cm)     200.1    (feet)  VERTCON   
 JT1871  ___________________________________________________________________
 JT1871  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT1871  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1871
 JT1871.The horizontal coordinates were scaled from a topographic map and have
 JT1871.an estimated accuracy of +/- 6 seconds.
 JT1871
 JT1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1871.The vertical order pertains to the NGVD 29 superseded value.
 JT1871
 JT1871.The geoid height was determined by GEOID03.
 JT1871
 JT1871;                    North         East    Units  Estimated Accuracy
 JT1871;SPC CA 2     -   571,100.    1,979,620.      MT  (+/- 180 meters Scaled)
 JT1871
 JT1871                          SUPERSEDED SURVEY CONTROL
 JT1871
 JT1871  NGVD 29 (??/??/92)   60.178  (m)          197.43   (f) ADJ UNCH    1 1
 JT1871
 JT1871.Superseded values are not recommended for survey control.
 JT1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1871.See file dsdata.txt to determine how the superseded data were derived.
 JT1871
 JT1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH670401(NAD 83)
 JT1871_MARKER: DD = SURVEY DISK
 JT1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1871_SP_SET: CONCRETE POST
 JT1871_MARK LOGO: CA2330
 JT1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1871+STABILITY: SURFACE MOTION
 JT1871
 JT1871  HISTORY     - Date     Condition        Report By
 JT1871  HISTORY     - 1971     MONUMENTED       CA2330
 JT1871
 JT1871                          STATION DESCRIPTION
 JT1871
 JT1871'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1871'ALONG THIRD AVENUE AT NO. 2075 DRIVEWAY, NORTH OF SIDE, A WELL TYPE
 JT1871'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5838 ***********************************************************************
 EW5838  DESIGNATION -  66 FMK USGS
 EW5838  PID         -  EW5838
 EW5838  STATE/COUNTY-  CA/VENTURA
 EW5838  USGS QUAD   -  VENTURA (1967)
 EW5838
 EW5838                         *CURRENT SURVEY CONTROL
 EW5838  ___________________________________________________________________
 EW5838* NAD 83(1986)-  34 18 57.     (N)    119 17 25.     (W)     SCALED    
 EW5838* NAVD 88     -        39.127  (meters)     128.37   (feet)  READJUSTED
 EW5838  ___________________________________________________________________
 EW5838  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 EW5838  DYNAMIC HT  -          39.090 (meters)     128.25  (feet)  COMP
 EW5838  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 EW5838
 EW5838  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5838
 EW5838.The horizontal coordinates were scaled from a topographic map and have
 EW5838.an estimated accuracy of +/- 6 seconds.
 EW5838
 EW5838.The orthometric height was determined by differential leveling
 EW5838.and adjusted in February 1993.
 EW5838.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5838.distribution rate of 1.1 thru 2.0 mm/km.
 EW5838.The height was derived from older observations constrained to new
 EW5838.heights in a crustal motion area.  The height is approximate in
 EW5838.relation to other heights in its vicinity.
 EW5838
 EW5838.The geoid height was determined by GEOID03.
 EW5838
 EW5838.The dynamic height is computed by dividing the NAVD 88
 EW5838.geopotential number by the normal gravity value computed on the
 EW5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5838.degrees latitude (g = 980.6199 gals.).
 EW5838
 EW5838.The modeled gravity was interpolated from observed gravity values.
 EW5838
 EW5838;                    North         East    Units  Estimated Accuracy
 EW5838;SPC CA 5     -   591,260.    1,881,250.      MT  (+/- 180 meters Scaled)
 EW5838
 EW5838                          SUPERSEDED SURVEY CONTROL
 EW5838
 EW5838  NGVD 29 (??/??/92)   38.370  (m)          125.89   (f) ADJ UNCH    1 1
 EW5838
 EW5838.Superseded values are not recommended for survey control.
 EW5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5838.See file dsdata.txt to determine how the superseded data were derived.
 EW5838
 EW5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT892995(NAD 83)
 EW5838_MARKER: DB = BENCH MARK DISK
 EW5838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5838_SP_SET: HEADWALL
 EW5838_STAMPING: 66 FMK 1973
 EW5838
 EW5838  HISTORY     - Date     Condition        Report By
 EW5838  HISTORY     - UNK      MONUMENTED
 EW5838  HISTORY     - 1977     GOOD             NGS
 EW5838
 EW5838                          STATION DESCRIPTION
 EW5838
 EW5838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5838'3.65 MI NORTH FROM VENTURA.
 EW5838'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5838'THENCE 2.75 MILES NORTH ALONG VENTURA AVENUE, 0.1 MILE NORTH OF A
 EW5838'SMALL SHELL OIL COMPANY PLANT, 0.1 MILE SOUTH OF THE JUNCTION OF SHELL
 EW5838'ROAD, AT THE CHANNEL ISLAND BUS SYSTEM MAINTENANCE SHOPS, 89.9 FT.
 EW5838'SOUTHEAST OF AND ACROSS THE AVENUE FROM POWER POLE 101195E, 69 FT.
 EW5838'NORTH OF POWER POLE 881124 H, 23.0 FT. EAST OF THE CENTER LINE OF THE
 EW5838'AVENUE, 6.4 FT. WEST OF A 6-FT. CHAIN LINK FENCE, 1.1 FT. SOUTH OF
 EW5838'THE NORTH END OF A 7-FT. HEAD WALL TO A 6-FT. BOX CULVERT FOR OIL
 EW5838'PIPE LINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1870 ***********************************************************************
 JT1870  DESIGNATION -  66 G
 JT1870  PID         -  JT1870
 JT1870  STATE/COUNTY-  CA/NAPA
 JT1870  USGS QUAD   -  MT GEORGE (1973)
 JT1870
 JT1870                         *CURRENT SURVEY CONTROL
 JT1870  ___________________________________________________________________
 JT1870* NAD 83(1986)-  38 18 31.     (N)    122 13 51.     (W)     SCALED    
 JT1870* NAVD 88     -        65.34   (+/-2cm)     214.4    (feet)  VERTCON   
 JT1870  ___________________________________________________________________
 JT1870  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1870  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1870
 JT1870.The horizontal coordinates were scaled from a topographic map and have
 JT1870.an estimated accuracy of +/- 6 seconds.
 JT1870
 JT1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1870.The vertical order pertains to the NGVD 29 superseded value.
 JT1870
 JT1870.The geoid height was determined by GEOID03.
 JT1870
 JT1870;                    North         East    Units  Estimated Accuracy
 JT1870;SPC CA 2     -   571,290.    1,979,810.      MT  (+/- 180 meters Scaled)
 JT1870
 JT1870                          SUPERSEDED SURVEY CONTROL
 JT1870
 JT1870  NGVD 29 (??/??/92)   64.535  (m)          211.73   (f) ADJ UNCH    1 1
 JT1870
 JT1870.Superseded values are not recommended for survey control.
 JT1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1870.See file dsdata.txt to determine how the superseded data were derived.
 JT1870
 JT1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH672403(NAD 83)
 JT1870_MARKER: DD = SURVEY DISK
 JT1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1870_SP_SET: CONCRETE POST
 JT1870_MARK LOGO: CA2330
 JT1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1870+STABILITY: SURFACE MOTION
 JT1870
 JT1870  HISTORY     - Date     Condition        Report By
 JT1870  HISTORY     - 1971     MONUMENTED       CA2330
 JT1870
 JT1870                          STATION DESCRIPTION
 JT1870
 JT1870'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1870'ALONG THIRD AVENUE, 1400 FT (426.7 M) NORTHEAST OF BARROW LANE, EAST
 JT1870'OF SIDE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1869 ***********************************************************************
 JT1869  DESIGNATION -  66 H
 JT1869  PID         -  JT1869
 JT1869  STATE/COUNTY-  CA/NAPA
 JT1869  USGS QUAD   -  MT GEORGE (1973)
 JT1869
 JT1869                         *CURRENT SURVEY CONTROL
 JT1869  ___________________________________________________________________
 JT1869* NAD 83(1986)-  38 18 39.     (N)    122 13 43.     (W)     SCALED    
 JT1869* NAVD 88     -        73.52   (+/-2cm)     241.2    (feet)  VERTCON   
 JT1869  ___________________________________________________________________
 JT1869  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1869  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1869
 JT1869.The horizontal coordinates were scaled from a topographic map and have
 JT1869.an estimated accuracy of +/- 6 seconds.
 JT1869
 JT1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1869.The vertical order pertains to the NGVD 29 superseded value.
 JT1869
 JT1869.The geoid height was determined by GEOID03.
 JT1869
 JT1869;                    North         East    Units  Estimated Accuracy
 JT1869;SPC CA 2     -   571,530.    1,980,010.      MT  (+/- 180 meters Scaled)
 JT1869
 JT1869                          SUPERSEDED SURVEY CONTROL
 JT1869
 JT1869  NGVD 29 (??/??/92)   72.715  (m)          238.57   (f) ADJ UNCH    1 1
 JT1869
 JT1869.Superseded values are not recommended for survey control.
 JT1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1869.See file dsdata.txt to determine how the superseded data were derived.
 JT1869
 JT1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH674405(NAD 83)
 JT1869_MARKER: DD = SURVEY DISK
 JT1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1869_SP_SET: CONCRETE POST
 JT1869_MARK LOGO: CA2330
 JT1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1869+STABILITY: SURFACE MOTION
 JT1869
 JT1869  HISTORY     - Date     Condition        Report By
 JT1869  HISTORY     - 1971     MONUMENTED       CA2330
 JT1869
 JT1869                          STATION DESCRIPTION
 JT1869
 JT1869'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1869'ALONG THIRD AVENUE, 2300 FT (701.0 M) NORTHEAST OF BARROW LANE, EAST
 JT1869'OF SIDE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1868 ***********************************************************************
 JT1868  DESIGNATION -  66 K
 JT1868  PID         -  JT1868
 JT1868  STATE/COUNTY-  CA/NAPA
 JT1868  USGS QUAD   -  MT GEORGE (1973)
 JT1868
 JT1868                         *CURRENT SURVEY CONTROL
 JT1868  ___________________________________________________________________
 JT1868* NAD 83(1986)-  38 18 45.     (N)    122 13 44.     (W)     SCALED    
 JT1868* NAVD 88     -        76.41   (+/-2cm)     250.7    (feet)  VERTCON   
 JT1868  ___________________________________________________________________
 JT1868  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1868  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1868
 JT1868.The horizontal coordinates were scaled from a topographic map and have
 JT1868.an estimated accuracy of +/- 6 seconds.
 JT1868
 JT1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1868.The vertical order pertains to the NGVD 29 superseded value.
 JT1868
 JT1868.The geoid height was determined by GEOID03.
 JT1868
 JT1868;                    North         East    Units  Estimated Accuracy
 JT1868;SPC CA 2     -   571,720.    1,979,980.      MT  (+/- 180 meters Scaled)
 JT1868
 JT1868                          SUPERSEDED SURVEY CONTROL
 JT1868
 JT1868  NGVD 29 (??/??/92)   75.601  (m)          248.03   (f) ADJ UNCH    1 1
 JT1868
 JT1868.Superseded values are not recommended for survey control.
 JT1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1868.See file dsdata.txt to determine how the superseded data were derived.
 JT1868
 JT1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH674407(NAD 83)
 JT1868_MARKER: DD = SURVEY DISK
 JT1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1868_SP_SET: CONCRETE POST
 JT1868_MARK LOGO: CA2330
 JT1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1868+STABILITY: SURFACE MOTION
 JT1868
 JT1868  HISTORY     - Date     Condition        Report By
 JT1868  HISTORY     - 1971     MONUMENTED       CA2330
 JT1868
 JT1868                          STATION DESCRIPTION
 JT1868
 JT1868'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1868'ALONG THIRD AVENUE, 300 FT (91.4 M) NORTH OF NO. 2224 DRIVEWAY, EAST
 JT1868'OF SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1866 ***********************************************************************
 JT1866  DESIGNATION -  66 L
 JT1866  PID         -  JT1866
 JT1866  STATE/COUNTY-  CA/NAPA
 JT1866  USGS QUAD   -  MT GEORGE (1973)
 JT1866
 JT1866                         *CURRENT SURVEY CONTROL
 JT1866  ___________________________________________________________________
 JT1866* NAD 83(1986)-  38 18 56.     (N)    122 13 50.     (W)     SCALED    
 JT1866* NAVD 88     -        68.00   (+/-2cm)     223.1    (feet)  VERTCON   
 JT1866  ___________________________________________________________________
 JT1866  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1866  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1866
 JT1866.The horizontal coordinates were scaled from a topographic map and have
 JT1866.an estimated accuracy of +/- 6 seconds.
 JT1866
 JT1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1866.The vertical order pertains to the NGVD 29 superseded value.
 JT1866
 JT1866.The geoid height was determined by GEOID03.
 JT1866
 JT1866;                    North         East    Units  Estimated Accuracy
 JT1866;SPC CA 2     -   572,060.    1,979,840.      MT  (+/- 180 meters Scaled)
 JT1866
 JT1866                          SUPERSEDED SURVEY CONTROL
 JT1866
 JT1866  NGVD 29 (??/??/92)   67.191  (m)          220.44   (f) ADJ UNCH    1 1
 JT1866
 JT1866.Superseded values are not recommended for survey control.
 JT1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1866.See file dsdata.txt to determine how the superseded data were derived.
 JT1866
 JT1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH672411(NAD 83)
 JT1866_MARKER: DD = SURVEY DISK
 JT1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1866_SP_SET: CONCRETE POST
 JT1866_MARK LOGO: CA2330
 JT1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1866+STABILITY: SURFACE MOTION
 JT1866
 JT1866  HISTORY     - Date     Condition        Report By
 JT1866  HISTORY     - 1971     MONUMENTED       CA2330
 JT1866
 JT1866                          STATION DESCRIPTION
 JT1866
 JT1866'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1866'ALONG THIRD AVENUE, 3400 FT (1036.3 M) SOUTH OF HAGEN ROAD, SOUTH OF
 JT1866'BRIDGE, WEST OF SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS
 JT1866'CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1765 ***********************************************************************
 AE1765  DESIGNATION -  66 LLR RESET
 AE1765  PID         -  AE1765
 AE1765  STATE/COUNTY-  CA/LOS ANGELES
 AE1765  USGS QUAD   -  INGLEWOOD (1981)
 AE1765
 AE1765                         *CURRENT SURVEY CONTROL
 AE1765  ___________________________________________________________________
 AE1765* NAD 83(1986)-  33 53 15.     (N)    118 19 09.     (W)     SCALED    
 AE1765* NAVD 88     -        14.223  (meters)      46.66   (feet)  ADJUSTED  
 AE1765  ___________________________________________________________________
 AE1765  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AE1765  DYNAMIC HT  -          14.208 (meters)      46.61  (feet)  COMP
 AE1765  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 AE1765
 AE1765  VERT ORDER  -  FIRST     CLASS II
 AE1765
 AE1765.The horizontal coordinates were scaled from a topographic map and have
 AE1765.an estimated accuracy of +/- 6 seconds.
 AE1765
 AE1765.The orthometric height was determined by differential leveling
 AE1765.and adjusted in October 1997.
 AE1765
 AE1765.The geoid height was determined by GEOID03.
 AE1765
 AE1765.The dynamic height is computed by dividing the NAVD 88
 AE1765.geopotential number by the normal gravity value computed on the
 AE1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1765.degrees latitude (g = 980.6199 gals.).
 AE1765
 AE1765.The modeled gravity was interpolated from observed gravity values.
 AE1765
 AE1765;                    North         East    Units  Estimated Accuracy
 AE1765;SPC CA 5     -   543,030.    1,970,470.      MT  (+/- 180 meters Scaled)
 AE1765
 AE1765                          SUPERSEDED SURVEY CONTROL
 AE1765
 AE1765.No superseded survey control is available for this station.
 AE1765
 AE1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780504(NAD 83)
 AE1765_MARKER: DB = BENCH MARK DISK
 AE1765_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1765_SP_SET: CURB
 AE1765_STAMPING: 66 LLR RSET 1971
 AE1765_MARK LOGO: MWDSC 
 AE1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1765+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 AE1765
 AE1765  HISTORY     - Date     Condition        Report By
 AE1765  HISTORY     - 1971     MONUMENTED       MWDSC
 AE1765  HISTORY     - 19960105 GOOD             MWDSC
 AE1765  HISTORY     - 20060329 GOOD             CA1980
 AE1765
 AE1765                          STATION DESCRIPTION
 AE1765
 AE1765'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1765'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT 91 FWY (ARTESIA BLVD)
 AE1765'.  TURN RIGHT AND GO WEST ON ARTESIA BLVD 1.0 MI (1.6 KM) VAN NESS
 AE1765'AVE.  TURN RIGHT AND GO NORTH ON VAN NESS AVE 1.0 MI (1.6 KM)
 AE1765'INTERSECTION WITH MANHATTAN BEACH BLVD.  THE MONUMENT IS ON THE
 AE1765'NORTHWEST CORNER OF SAID INTERSECTION, 127 FT (38.7 M) WEST OF C/L VAN
 AE1765'NESS AVE, 36 FT (11.0 M) NORTH OF C/L MANHATTAN BEACH ROAD, 24.5 FT
 AE1765'(7.5 M) EAST OF A SMALL ALLEY, 32 FT (9.8 M) WEST OF A 30 FT (9.1 M)
 AE1765'HIGH TREE.  FOUND A 3.25 INCH STD MWD STAMPED 66 LLR RESET 1971 FLUSH
 AE1765'ON TOP OF CURB.  REF MWD FB 4034 02 010.
 AE1765
 AE1765                          STATION RECOVERY (2006)
 AE1765
 AE1765'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 AE1765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1862 ***********************************************************************
 JT1862  DESIGNATION -  66 M
 JT1862  PID         -  JT1862
 JT1862  STATE/COUNTY-  CA/NAPA
 JT1862  USGS QUAD   -  MT GEORGE (1973)
 JT1862
 JT1862                         *CURRENT SURVEY CONTROL
 JT1862  ___________________________________________________________________
 JT1862* NAD 83(1986)-  38 19 04.     (N)    122 14 03.     (W)     SCALED    
 JT1862* NAVD 88     -        58.06   (+/-2cm)     190.5    (feet)  VERTCON   
 JT1862  ___________________________________________________________________
 JT1862  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1862  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1862
 JT1862.The horizontal coordinates were scaled from a topographic map and have
 JT1862.an estimated accuracy of +/- 6 seconds.
 JT1862
 JT1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1862.The vertical order pertains to the NGVD 29 superseded value.
 JT1862
 JT1862.The geoid height was determined by GEOID03.
 JT1862
 JT1862;                    North         East    Units  Estimated Accuracy
 JT1862;SPC CA 2     -   572,310.    1,979,520.      MT  (+/- 180 meters Scaled)
 JT1862
 JT1862                          SUPERSEDED SURVEY CONTROL
 JT1862
 JT1862  NGVD 29 (??/??/92)   57.257  (m)          187.85   (f) ADJ UNCH    1 1
 JT1862
 JT1862.Superseded values are not recommended for survey control.
 JT1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1862.See file dsdata.txt to determine how the superseded data were derived.
 JT1862
 JT1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH669413(NAD 83)
 JT1862_MARKER: DD = SURVEY DISK
 JT1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1862_SP_SET: CONCRETE POST
 JT1862_MARK LOGO: CA2330
 JT1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1862+STABILITY: SURFACE MOTION
 JT1862
 JT1862  HISTORY     - Date     Condition        Report By
 JT1862  HISTORY     - 1971     MONUMENTED       CA2330
 JT1862
 JT1862                          STATION DESCRIPTION
 JT1862
 JT1862'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1862'ALONG THIRD AVENUE, 2100 FT (640.1 M) SOUTH OF HAGEN ROAD IN BEND,
 JT1862'WEST OF SHOULDER, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1861 ***********************************************************************
 JT1861  DESIGNATION -  66 N
 JT1861  PID         -  JT1861
 JT1861  STATE/COUNTY-  CA/NAPA
 JT1861  USGS QUAD   -  MT GEORGE (1973)
 JT1861
 JT1861                         *CURRENT SURVEY CONTROL
 JT1861  ___________________________________________________________________
 JT1861* NAD 83(1986)-  38 19 24.     (N)    122 14 21.     (W)     SCALED    
 JT1861* NAVD 88     -        45.02   (+/-2cm)     147.7    (feet)  VERTCON   
 JT1861  ___________________________________________________________________
 JT1861  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1861  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1861
 JT1861.The horizontal coordinates were scaled from a topographic map and have
 JT1861.an estimated accuracy of +/- 6 seconds.
 JT1861
 JT1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1861.The vertical order pertains to the NGVD 29 superseded value.
 JT1861
 JT1861.The geoid height was determined by GEOID03.
 JT1861
 JT1861;                    North         East    Units  Estimated Accuracy
 JT1861;SPC CA 2     -   572,920.    1,979,090.      MT  (+/- 180 meters Scaled)
 JT1861
 JT1861                          SUPERSEDED SURVEY CONTROL
 JT1861
 JT1861  NGVD 29 (??/??/92)   44.219  (m)          145.08   (f) ADJ UNCH    1 1
 JT1861
 JT1861.Superseded values are not recommended for survey control.
 JT1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1861.See file dsdata.txt to determine how the superseded data were derived.
 JT1861
 JT1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH665419(NAD 83)
 JT1861_MARKER: DD = SURVEY DISK
 JT1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1861_SP_SET: CONCRETE POST
 JT1861_MARK LOGO: CA2330
 JT1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1861+STABILITY: SURFACE MOTION
 JT1861
 JT1861  HISTORY     - Date     Condition        Report By
 JT1861  HISTORY     - 1971     MONUMENTED       CA2330
 JT1861
 JT1861                          STATION DESCRIPTION
 JT1861
 JT1861'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1861'ALONG HAGEN ROAD, WEST OF OLIVE HILL GOING EAST, NORTH OF EP, A
 JT1861'CONCRETE WELL TYPE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1860 ***********************************************************************
 JT1860  DESIGNATION -  66 O
 JT1860  PID         -  JT1860
 JT1860  STATE/COUNTY-  CA/NAPA
 JT1860  USGS QUAD   -  MT GEORGE (1973)
 JT1860
 JT1860                         *CURRENT SURVEY CONTROL
 JT1860  ___________________________________________________________________
 JT1860* NAD 83(1986)-  38 19 23.     (N)    122 14 24.     (W)     SCALED    
 JT1860* NAVD 88     -        42.12   (+/-2cm)     138.2    (feet)  VERTCON   
 JT1860  ___________________________________________________________________
 JT1860  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1860  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1860
 JT1860.The horizontal coordinates were scaled from a topographic map and have
 JT1860.an estimated accuracy of +/- 6 seconds.
 JT1860
 JT1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1860.The vertical order pertains to the NGVD 29 superseded value.
 JT1860
 JT1860.The geoid height was determined by GEOID03.
 JT1860
 JT1860;                    North         East    Units  Estimated Accuracy
 JT1860;SPC CA 2     -   572,890.    1,979,010.      MT  (+/- 180 meters Scaled)
 JT1860
 JT1860                          SUPERSEDED SURVEY CONTROL
 JT1860
 JT1860  NGVD 29 (??/??/92)   41.312  (m)          135.54   (f) ADJ UNCH    1 1
 JT1860
 JT1860.Superseded values are not recommended for survey control.
 JT1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1860.See file dsdata.txt to determine how the superseded data were derived.
 JT1860
 JT1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH664419(NAD 83)
 JT1860_MARKER: DD = SURVEY DISK
 JT1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1860_SP_SET: CONCRETE POST
 JT1860_MARK LOGO: CA2330
 JT1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1860+STABILITY: SURFACE MOTION
 JT1860
 JT1860  HISTORY     - Date     Condition        Report By
 JT1860  HISTORY     - 1971     MONUMENTED       CA2330
 JT1860
 JT1860                          STATION DESCRIPTION
 JT1860
 JT1860'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1860'ALONG HAGEN ROAD AT NO. 3780 DRIVEWAY, NORTH OF EP, A WELL TYPE
 JT1860'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1859 ***********************************************************************
 JT1859  DESIGNATION -  66 P
 JT1859  PID         -  JT1859
 JT1859  STATE/COUNTY-  CA/NAPA
 JT1859  USGS QUAD   -  MT GEORGE (1973)
 JT1859
 JT1859                         *CURRENT SURVEY CONTROL
 JT1859  ___________________________________________________________________
 JT1859* NAD 83(1986)-  38 19 23.     (N)    122 14 34.     (W)     SCALED    
 JT1859* NAVD 88     -        36.00   (+/-2cm)     118.1    (feet)  VERTCON   
 JT1859  ___________________________________________________________________
 JT1859  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT1859  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1859
 JT1859.The horizontal coordinates were scaled from a topographic map and have
 JT1859.an estimated accuracy of +/- 6 seconds.
 JT1859
 JT1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1859.The vertical order pertains to the NGVD 29 superseded value.
 JT1859
 JT1859.The geoid height was determined by GEOID03.
 JT1859
 JT1859;                    North         East    Units  Estimated Accuracy
 JT1859;SPC CA 2     -   572,890.    1,978,770.      MT  (+/- 180 meters Scaled)
 JT1859
 JT1859                          SUPERSEDED SURVEY CONTROL
 JT1859
 JT1859  NGVD 29 (??/??/92)   35.196  (m)          115.47   (f) ADJ UNCH    1 1
 JT1859
 JT1859.Superseded values are not recommended for survey control.
 JT1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1859.See file dsdata.txt to determine how the superseded data were derived.
 JT1859
 JT1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH661419(NAD 83)
 JT1859_MARKER: DD = SURVEY DISK
 JT1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1859_SP_SET: CONCRETE POST
 JT1859_MARK LOGO: CA2330
 JT1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1859+STABILITY: SURFACE MOTION
 JT1859
 JT1859  HISTORY     - Date     Condition        Report By
 JT1859  HISTORY     - 1971     MONUMENTED       CA2330
 JT1859
 JT1859                          STATION DESCRIPTION
 JT1859
 JT1859'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1859'ALONG HAGEN ROAD AT COUNTRY CLUB ENTRANCE, ON EAST SIDE, A WELL TYPE
 JT1859'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1864 ***********************************************************************
 JT1864  DESIGNATION -  66 R
 JT1864  PID         -  JT1864
 JT1864  STATE/COUNTY-  CA/NAPA
 JT1864  USGS QUAD   -  MT GEORGE (1973)
 JT1864
 JT1864                         *CURRENT SURVEY CONTROL
 JT1864  ___________________________________________________________________
 JT1864* NAD 83(1986)-  38 19 24.     (N)    122 14 57.     (W)     SCALED    
 JT1864* NAVD 88     -        29.26   (+/-2cm)      96.0    (feet)  VERTCON   
 JT1864  ___________________________________________________________________
 JT1864  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1864  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1864
 JT1864.The horizontal coordinates were scaled from a topographic map and have
 JT1864.an estimated accuracy of +/- 6 seconds.
 JT1864
 JT1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1864.The vertical order pertains to the NGVD 29 superseded value.
 JT1864
 JT1864.The geoid height was determined by GEOID03.
 JT1864
 JT1864;                    North         East    Units  Estimated Accuracy
 JT1864;SPC CA 2     -   572,930.    1,978,210.      MT  (+/- 180 meters Scaled)
 JT1864
 JT1864                          SUPERSEDED SURVEY CONTROL
 JT1864
 JT1864  NGVD 29 (??/??/92)   28.460  (m)           93.37   (f) ADJ UNCH    1 1
 JT1864
 JT1864.Superseded values are not recommended for survey control.
 JT1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1864.See file dsdata.txt to determine how the superseded data were derived.
 JT1864
 JT1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH656419(NAD 83)
 JT1864_MARKER: DD = SURVEY DISK
 JT1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1864_SP_SET: CONCRETE POST
 JT1864_MARK LOGO: CA2330
 JT1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1864+STABILITY: SURFACE MOTION
 JT1864
 JT1864  HISTORY     - Date     Condition        Report By
 JT1864  HISTORY     - 1971     MONUMENTED       CA2330
 JT1864
 JT1864                          STATION DESCRIPTION
 JT1864
 JT1864'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1864'ALONG HAGEN ROAD, EAST OF FARM CENTER, SOUTH OF EP, A WELL TYPE
 JT1864'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1863 ***********************************************************************
 JT1863  DESIGNATION -  66 S
 JT1863  PID         -  JT1863
 JT1863  STATE/COUNTY-  CA/NAPA
 JT1863  USGS QUAD   -  MT GEORGE (1973)
 JT1863
 JT1863                         *CURRENT SURVEY CONTROL
 JT1863  ___________________________________________________________________
 JT1863* NAD 83(1986)-  38 19 23.     (N)    122 14 57.     (W)     SCALED    
 JT1863* NAVD 88     -        30.34   (+/-2cm)      99.5    (feet)  VERTCON   
 JT1863  ___________________________________________________________________
 JT1863  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1863  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1863
 JT1863.The horizontal coordinates were scaled from a topographic map and have
 JT1863.an estimated accuracy of +/- 6 seconds.
 JT1863
 JT1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1863.The vertical order pertains to the NGVD 29 superseded value.
 JT1863
 JT1863.The geoid height was determined by GEOID03.
 JT1863
 JT1863;                    North         East    Units  Estimated Accuracy
 JT1863;SPC CA 2     -   572,890.    1,978,210.      MT  (+/- 180 meters Scaled)
 JT1863
 JT1863                          SUPERSEDED SURVEY CONTROL
 JT1863
 JT1863  NGVD 29 (??/??/92)   29.539  (m)           96.91   (f) ADJ UNCH    1 1
 JT1863
 JT1863.Superseded values are not recommended for survey control.
 JT1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1863.See file dsdata.txt to determine how the superseded data were derived.
 JT1863
 JT1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH656419(NAD 83)
 JT1863_MARKER: DD = SURVEY DISK
 JT1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1863_SP_SET: CONCRETE POST
 JT1863_MARK LOGO: CA2330
 JT1863_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1863+STABILITY: SURFACE MOTION
 JT1863
 JT1863  HISTORY     - Date     Condition        Report By
 JT1863  HISTORY     - 1971     MONUMENTED       CA2330
 JT1863
 JT1863                          STATION DESCRIPTION
 JT1863
 JT1863'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1863'ALONG HAGEN ROAD AT NO. 3015, SOUTH OF EP, A WELL TYPE CONCRETE
 JT1863'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1845 ***********************************************************************
 JT1845  DESIGNATION -  66 T
 JT1845  PID         -  JT1845
 JT1845  STATE/COUNTY-  CA/NAPA
 JT1845  USGS QUAD   -  NAPA (1980)
 JT1845
 JT1845                         *CURRENT SURVEY CONTROL
 JT1845  ___________________________________________________________________
 JT1845* NAD 83(1986)-  38 19 24.     (N)    122 15 10.     (W)     SCALED    
 JT1845* NAVD 88     -        30.83   (+/-2cm)     101.1    (feet)  VERTCON   
 JT1845  ___________________________________________________________________
 JT1845  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1845  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1845
 JT1845.The horizontal coordinates were scaled from a topographic map and have
 JT1845.an estimated accuracy of +/- 6 seconds.
 JT1845
 JT1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1845.The vertical order pertains to the NGVD 29 superseded value.
 JT1845
 JT1845.The geoid height was determined by GEOID03.
 JT1845
 JT1845;                    North         East    Units  Estimated Accuracy
 JT1845;SPC CA 2     -   572,930.    1,977,900.      MT  (+/- 180 meters Scaled)
 JT1845
 JT1845                          SUPERSEDED SURVEY CONTROL
 JT1845
 JT1845  NGVD 29 (??/??/92)   30.036  (m)           98.54   (f) ADJ UNCH    1 1
 JT1845
 JT1845.Superseded values are not recommended for survey control.
 JT1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1845.See file dsdata.txt to determine how the superseded data were derived.
 JT1845
 JT1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH653419(NAD 83)
 JT1845_MARKER: DD = SURVEY DISK
 JT1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1845_SP_SET: CONCRETE POST
 JT1845_MARK LOGO: CA2330
 JT1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1845+STABILITY: SURFACE MOTION
 JT1845
 JT1845  HISTORY     - Date     Condition        Report By
 JT1845  HISTORY     - 1971     MONUMENTED       CA2330
 JT1845
 JT1845                          STATION DESCRIPTION
 JT1845
 JT1845'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1845'ALONG HAGEN ROAD, 10 FT (3.0 M) WEST OF CENTERLINE OF VICHY ROAD, A
 JT1845'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1846 ***********************************************************************
 JT1846  DESIGNATION -  66 U
 JT1846  PID         -  JT1846
 JT1846  STATE/COUNTY-  CA/NAPA
 JT1846  USGS QUAD   -  NAPA (1980)
 JT1846
 JT1846                         *CURRENT SURVEY CONTROL
 JT1846  ___________________________________________________________________
 JT1846* NAD 83(1986)-  38 19 25.     (N)    122 15 21.     (W)     SCALED    
 JT1846* NAVD 88     -        30.16   (+/-2cm)      98.9    (feet)  VERTCON   
 JT1846  ___________________________________________________________________
 JT1846  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JT1846  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1846
 JT1846.The horizontal coordinates were scaled from a topographic map and have
 JT1846.an estimated accuracy of +/- 6 seconds.
 JT1846
 JT1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1846.The vertical order pertains to the NGVD 29 superseded value.
 JT1846
 JT1846.The geoid height was determined by GEOID03.
 JT1846
 JT1846;                    North         East    Units  Estimated Accuracy
 JT1846;SPC CA 2     -   572,960.    1,977,630.      MT  (+/- 180 meters Scaled)
 JT1846
 JT1846                          SUPERSEDED SURVEY CONTROL
 JT1846
 JT1846  NGVD 29 (??/??/92)   29.364  (m)           96.34   (f) ADJ UNCH    1 1
 JT1846
 JT1846.Superseded values are not recommended for survey control.
 JT1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1846.See file dsdata.txt to determine how the superseded data were derived.
 JT1846
 JT1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650419(NAD 83)
 JT1846_MARKER: DD = SURVEY DISK
 JT1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1846_SP_SET: CONCRETE POST
 JT1846_MARK LOGO: CA2330
 JT1846_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1846+STABILITY: SURFACE MOTION
 JT1846
 JT1846  HISTORY     - Date     Condition        Report By
 JT1846  HISTORY     - 1971     MONUMENTED       CA2330
 JT1846
 JT1846                          STATION DESCRIPTION
 JT1846
 JT1846'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1846'AT INTERSECTION OF HAGEN ROAD AND FIRST AVENUE, A WELL TYPE CONCRETE
 JT1846'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9173 ***********************************************************************
 JT9173  DESIGNATION -  66 V
 JT9173  PID         -  JT9173
 JT9173  STATE/COUNTY-  CA/NAPA
 JT9173  USGS QUAD   -  NAPA (1980)
 JT9173
 JT9173                         *CURRENT SURVEY CONTROL
 JT9173  ___________________________________________________________________
 JT9173* NAD 83(1986)-  38 19 24.     (N)    122 15 34.     (W)     SCALED    
 JT9173* NAVD 88     -        26.49   (+/-2cm)      86.9    (feet)  VERTCON   
 JT9173  ___________________________________________________________________
 JT9173  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT9173  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9173
 JT9173.The horizontal coordinates were scaled from a topographic map and have
 JT9173.an estimated accuracy of +/- 6 seconds.
 JT9173
 JT9173.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9173.The vertical order pertains to the NGVD 29 superseded value.
 JT9173
 JT9173.The geoid height was determined by GEOID03.
 JT9173
 JT9173;                    North         East    Units  Estimated Accuracy
 JT9173;SPC CA 2     -   572,930.    1,977,310.      MT  (+/- 180 meters Scaled)
 JT9173
 JT9173                          SUPERSEDED SURVEY CONTROL
 JT9173
 JT9173  NGVD 29 (??/??/92)   25.692  (m)           84.29   (f) ADJ UNCH    2 2
 JT9173
 JT9173.Superseded values are not recommended for survey control.
 JT9173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9173.See file dsdata.txt to determine how the superseded data were derived.
 JT9173
 JT9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647419(NAD 83)
 JT9173_MARKER: DD = SURVEY DISK
 JT9173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9173_SP_SET: CONCRETE POST
 JT9173_MARK LOGO: CA2330
 JT9173_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9173+STABILITY: SURFACE MOTION
 JT9173
 JT9173  HISTORY     - Date     Condition        Report By
 JT9173  HISTORY     - 1971     MONUMENTED       CA2330
 JT9173
 JT9173                          STATION DESCRIPTION
 JT9173
 JT9173'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9173'ALONG HAGEN ROAD, 0.2 MI (0.3 KM) WEST OF FIRST AVENUE AT OLD DAIRY,
 JT9173'NORTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9174 ***********************************************************************
 JT9174  DESIGNATION -  66 W
 JT9174  PID         -  JT9174
 JT9174  STATE/COUNTY-  CA/NAPA
 JT9174  USGS QUAD   -  NAPA (1980)
 JT9174
 JT9174                         *CURRENT SURVEY CONTROL
 JT9174  ___________________________________________________________________
 JT9174* NAD 83(1986)-  38 19 24.     (N)    122 15 46.     (W)     SCALED    
 JT9174* NAVD 88     -        20.68   (+/-2cm)      67.8    (feet)  VERTCON   
 JT9174  ___________________________________________________________________
 JT9174  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT9174  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9174
 JT9174.The horizontal coordinates were scaled from a topographic map and have
 JT9174.an estimated accuracy of +/- 6 seconds.
 JT9174
 JT9174.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9174.The vertical order pertains to the NGVD 29 superseded value.
 JT9174
 JT9174.The geoid height was determined by GEOID03.
 JT9174
 JT9174;                    North         East    Units  Estimated Accuracy
 JT9174;SPC CA 2     -   572,930.    1,977,020.      MT  (+/- 180 meters Scaled)
 JT9174
 JT9174                          SUPERSEDED SURVEY CONTROL
 JT9174
 JT9174  NGVD 29 (??/??/92)   19.887  (m)           65.25   (f) ADJ UNCH    2 2
 JT9174
 JT9174.Superseded values are not recommended for survey control.
 JT9174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9174.See file dsdata.txt to determine how the superseded data were derived.
 JT9174
 JT9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH644419(NAD 83)
 JT9174_MARKER: DD = SURVEY DISK
 JT9174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9174_SP_SET: CONCRETE POST
 JT9174_MARK LOGO: CA2330
 JT9174_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9174+STABILITY: SURFACE MOTION
 JT9174
 JT9174  HISTORY     - Date     Condition        Report By
 JT9174  HISTORY     - 1971     MONUMENTED       CA2330
 JT9174
 JT9174                          STATION DESCRIPTION
 JT9174
 JT9174'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9174'ALONG HAGEN ROAD AT NO. 1196, NORTH OF EP, A WELL TYPE CONCRETE
 JT9174'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9175 ***********************************************************************
 JT9175  DESIGNATION -  66 X
 JT9175  PID         -  JT9175
 JT9175  STATE/COUNTY-  CA/NAPA
 JT9175  USGS QUAD   -  NAPA (1980)
 JT9175
 JT9175                         *CURRENT SURVEY CONTROL
 JT9175  ___________________________________________________________________
 JT9175* NAD 83(1986)-  38 19 24.     (N)    122 15 58.     (W)     SCALED    
 JT9175* NAVD 88     -        12.55   (+/-2cm)      41.2    (feet)  VERTCON   
 JT9175  ___________________________________________________________________
 JT9175  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT9175  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9175
 JT9175.The horizontal coordinates were scaled from a topographic map and have
 JT9175.an estimated accuracy of +/- 6 seconds.
 JT9175
 JT9175.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9175.The vertical order pertains to the NGVD 29 superseded value.
 JT9175
 JT9175.The geoid height was determined by GEOID03.
 JT9175
 JT9175;                    North         East    Units  Estimated Accuracy
 JT9175;SPC CA 2     -   572,930.    1,976,730.      MT  (+/- 180 meters Scaled)
 JT9175
 JT9175                          SUPERSEDED SURVEY CONTROL
 JT9175
 JT9175  NGVD 29 (??/??/92)   11.760  (m)           38.58   (f) ADJ UNCH    2 2
 JT9175
 JT9175.Superseded values are not recommended for survey control.
 JT9175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9175.See file dsdata.txt to determine how the superseded data were derived.
 JT9175
 JT9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH641419(NAD 83)
 JT9175_MARKER: DD = SURVEY DISK
 JT9175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9175_SP_SET: CONCRETE POST
 JT9175_MARK LOGO: CA2330
 JT9175_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9175+STABILITY: SURFACE MOTION
 JT9175
 JT9175  HISTORY     - Date     Condition        Report By
 JT9175  HISTORY     - 1971     MONUMENTED       CA2330
 JT9175
 JT9175                          STATION DESCRIPTION
 JT9175
 JT9175'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9175'ALONG HAGEN ROAD, EAST OF NO. 1136 IN BEND, A WELL TYPE CONCRETE
 JT9175'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9176 ***********************************************************************
 JT9176  DESIGNATION -  66 Y
 JT9176  PID         -  JT9176
 JT9176  STATE/COUNTY-  CA/NAPA
 JT9176  USGS QUAD   -  NAPA (1980)
 JT9176
 JT9176                         *CURRENT SURVEY CONTROL
 JT9176  ___________________________________________________________________
 JT9176* NAD 83(1986)-  38 19 24.     (N)    122 16 10.     (W)     SCALED    
 JT9176* NAVD 88     -        10.13   (+/-2cm)      33.2    (feet)  VERTCON   
 JT9176  ___________________________________________________________________
 JT9176  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT9176  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9176
 JT9176.The horizontal coordinates were scaled from a topographic map and have
 JT9176.an estimated accuracy of +/- 6 seconds.
 JT9176
 JT9176.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9176.The vertical order pertains to the NGVD 29 superseded value.
 JT9176
 JT9176.The geoid height was determined by GEOID03.
 JT9176
 JT9176;                    North         East    Units  Estimated Accuracy
 JT9176;SPC CA 2     -   572,930.    1,976,440.      MT  (+/- 180 meters Scaled)
 JT9176
 JT9176                          SUPERSEDED SURVEY CONTROL
 JT9176
 JT9176  NGVD 29 (??/??/92)    9.336  (m)           30.63   (f) ADJ UNCH    2 2
 JT9176
 JT9176.Superseded values are not recommended for survey control.
 JT9176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9176.See file dsdata.txt to determine how the superseded data were derived.
 JT9176
 JT9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638419(NAD 83)
 JT9176_MARKER: DD = SURVEY DISK
 JT9176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9176_SP_SET: CONCRETE POST
 JT9176_MARK LOGO: CA2330
 JT9176_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9176+STABILITY: SURFACE MOTION
 JT9176
 JT9176  HISTORY     - Date     Condition        Report By
 JT9176  HISTORY     - 1971     MONUMENTED       CA2330
 JT9176
 JT9176                          STATION DESCRIPTION
 JT9176
 JT9176'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9176'ALONG HAGEN ROAD, IN DRIVEWAY AT NO. 1106, A WELL TYPE CONCRETE
 JT9176'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2872 ***********************************************************************
 EV2872  DESIGNATION -  66+98.00
 EV2872  PID         -  EV2872
 EV2872  STATE/COUNTY-  CA/LOS ANGELES
 EV2872  USGS QUAD   -  JUNIPER HILLS (1995)
 EV2872
 EV2872                         *CURRENT SURVEY CONTROL
 EV2872  ___________________________________________________________________
 EV2872* NAD 83(1986)-  34 29 30.     (N)    117 55 08.     (W)     SCALED    
 EV2872* NAVD 88     -      1065.08   (+/-2cm)    3494.3    (feet)  VERTCON   
 EV2872  ___________________________________________________________________
 EV2872  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV2872
 EV2872.The horizontal coordinates were scaled from a topographic map and have
 EV2872.an estimated accuracy of +/- 6 seconds.
 EV2872
 EV2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2872.The vertical order pertains to the NGVD 29 superseded value.
 EV2872
 EV2872.The geoid height was determined by GEOID03.
 EV2872
 EV2872;                    North         East    Units  Estimated Accuracy
 EV2872;SPC CA 5     -   610,000.    2,007,450.      MT  (+/- 180 meters Scaled)
 EV2872
 EV2872                          SUPERSEDED SURVEY CONTROL
 EV2872
 EV2872  NGVD 29 (??/??/92) 1064.166  (m)         3491.35   (f) ADJ UNCH    2 0
 EV2872
 EV2872.Superseded values are not recommended for survey control.
 EV2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2872.See file dsdata.txt to determine how the superseded data were derived.
 EV2872
 EV2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU156170(NAD 83)
 EV2872_MARKER: DD = SURVEY DISK
 EV2872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2872_SP_SET: SIPHON
 EV2872_STAMPING: 66+98.00 362.4 1971
 EV2872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2872
 EV2872  HISTORY     - Date     Condition        Report By
 EV2872  HISTORY     - 1971     MONUMENTED       CADWR
 EV2872  HISTORY     - 1971     GOOD             NGS
 EV2872
 EV2872                          STATION DESCRIPTION
 EV2872
 EV2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2872'1.3 MI SE FROM PEARBLOSSOM PUMP PLANT.
 EV2872'1.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 EV2872'PEARBLOSSOM PUMP PLANT, IN THE TOP OF THE NORTH END OF A CONCRETE
 EV2872'WALL OF A SIPHON, 85.0 FEET NORTHWEST OF BENCH MARK 361.9 A
 EV2872'(DWR), 5.4 FEET EAST OF THE NORTHWEST CORNER OF THE SIPHON, 5.4
 EV2872'FEET WEST OF THE NORTHEAST CORNER OF THE SIPHON, AND ABOUT
 EV2872'LEVEL WITH THE LEVEE ROAD.  SECTION 27, T5N, R10W
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2506 ***********************************************************************
 HS2506  DESIGNATION -  66.71 USBR
 HS2506  PID         -  HS2506
 HS2506  STATE/COUNTY-  CA/MERCED
 HS2506  USGS QUAD   -  HOWARD RANCH (1971)
 HS2506
 HS2506                         *CURRENT SURVEY CONTROL
 HS2506  ___________________________________________________________________
 HS2506* NAD 83(1986)-  37 08 03.     (N)    121 02 29.     (W)     SCALED    
 HS2506* NAVD 88     -        56.57   (+/-2cm)     185.6    (feet)  VERTCON   
 HS2506  ___________________________________________________________________
 HS2506  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HS2506  VERT ORDER  -  THIRD (See Below)
 HS2506
 HS2506.The horizontal coordinates were scaled from a topographic map and have
 HS2506.an estimated accuracy of +/- 6 seconds.
 HS2506
 HS2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2506.The vertical order pertains to the NGVD 29 superseded value.
 HS2506
 HS2506.The geoid height was determined by GEOID03.
 HS2506
 HS2506;                    North         East    Units  Estimated Accuracy
 HS2506;SPC CA 3     -   570,520.    1,951,900.      MT  (+/- 180 meters Scaled)
 HS2506
 HS2506                          SUPERSEDED SURVEY CONTROL
 HS2506
 HS2506  NGVD 29 (??/??/??)   55.74   (m)          182.9    (f) RESET       3  
 HS2506
 HS2506.Superseded values are not recommended for survey control.
 HS2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2506.See file dsdata.txt to determine how the superseded data were derived.
 HS2506
 HS2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG739115(NAD 83)
 HS2506_MARKER: DD = SURVEY DISK
 HS2506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2506_SP_SET: AQUEDUCT RETAINING WALL
 HS2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2506
 HS2506  HISTORY     - Date     Condition        Report By
 HS2506  HISTORY     - UNK      MONUMENTED       BOR
 HS2506  HISTORY     - 1961     GOOD             NGS
 HS2506  HISTORY     - 1964     GOOD             NGS
 HS2506
 HS2506                          STATION DESCRIPTION
 HS2506
 HS2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2506'13.8 MI SW FROM GUSTINE.
 HS2506'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2506'PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST ALONG
 HS2506'SULLIVAN ROAD, THENCE 8.75 MILES SOUTH ALONG THE DELTA-MENDOTA
 HS2506'CANAL, AT AQUEDUCT 66.70, IN THE TOP OF THE EAST END OF THE
 HS2506'NORTH CONCRETE RETAINING WALL, 10 FEET WEST OF THE CENTER LINE
 HS2506'OF THE ROAD ALONG THE EAST LEVEE, 78 FEET SOUTH OF A WOODEN
 HS2506'STAIRWAY, 1 FOOT WEST OF A GUARDRAIL, AND ABOUT LEVEL WITH THE
 HS2506'ROAD.
 HS2506
 HS2506                          STATION RECOVERY (1964)
 HS2506
 HS2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS2506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0103 ***********************************************************************
 FU0103  DESIGNATION -  660 USGS
 FU0103  PID         -  FU0103
 FU0103  STATE/COUNTY-  CA/KERN
 FU0103  USGS QUAD   -  EDISON (1992)
 FU0103
 FU0103                         *CURRENT SURVEY CONTROL
 FU0103  ___________________________________________________________________
 FU0103* NAD 83(1986)-  35 20 26.     (N)    118 50 26.     (W)     SCALED    
 FU0103* NAVD 88     -       201.73   (+/-2cm)     661.8    (feet)  VERTCON   
 FU0103  ___________________________________________________________________
 FU0103  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 FU0103  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU0103
 FU0103.The horizontal coordinates were scaled from a topographic map and have
 FU0103.an estimated accuracy of +/- 6 seconds.
 FU0103
 FU0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0103.The vertical order pertains to the NGVD 29 superseded value.
 FU0103
 FU0103.The geoid height was determined by GEOID03.
 FU0103
 FU0103;                    North         East    Units  Estimated Accuracy
 FU0103;SPC CA 5     -   704,490.    1,923,590.      MT  (+/- 180 meters Scaled)
 FU0103
 FU0103                          SUPERSEDED SURVEY CONTROL
 FU0103
 FU0103  NGVD 29 (??/??/92)  200.880  (m)          659.05   (f) ADJ UNCH    1 1
 FU0103
 FU0103.Superseded values are not recommended for survey control.
 FU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0103.See file dsdata.txt to determine how the superseded data were derived.
 FU0103
 FU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV327123(NAD 83)
 FU0103_MARKER: P = PIPE CAP
 FU0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FU0103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FU0103_STAMPING: 660 B 1908 3
 FU0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0103
 FU0103  HISTORY     - Date     Condition        Report By
 FU0103  HISTORY     - 1908     MONUMENTED       USGS
 FU0103  HISTORY     - 1970     GOOD             NGS
 FU0103  HISTORY     - 1975     MARK NOT FOUND   NGS
 FU0103  HISTORY     - 1977     MARK NOT FOUND   NGS
 FU0103
 FU0103                          STATION DESCRIPTION
 FU0103
 FU0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FU0103'1.7 MI E FROM EDISON.
 FU0103'1.7 MILES EAST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD FROM
 FU0103'THE STATION AT EDISON, 5 1/2 POLES WEST AND ACROSS THE TRACK
 FU0103'FROM MILEPOLE 322, 23 RAILS WEST OF SIGNAL 3221, 45.6 FEET SOUTH
 FU0103'OF THE SOUTH RAIL, 35 FEET NORTH OF THE CENTER LINE OF STATE
 FU0103'HIGHWAY 58, 21 FEET NORTHWEST OF A POWER POLE, 1.2 FEET SOUTH
 FU0103'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON
 FU0103'THE TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE
 FU0103'GROUND.  SEC 2, T 30 S, R 29 E.  NOTE-- THE MARK IS LEANING
 FU0103'SLIGHTLY AND LOOSE IN THE GROUND, THE ROD WAS HELD OVER THE
 FU0103'LETTERS RV IN THE WORD SURVEY.
 FU0103
 FU0103                          STATION RECOVERY (1975)
 FU0103
 FU0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU0103'MARK NOT FOUND.
 FU0103
 FU0103                          STATION RECOVERY (1977)
 FU0103
 FU0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU0103'NOT RECOVERED AT THIS TIME, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0196 ***********************************************************************
 FU0196  DESIGNATION -  660+37.05 CAHD
 FU0196  PID         -  FU0196
 FU0196  STATE/COUNTY-  CA/KERN
 FU0196  USGS QUAD   -  METTLER (1992)
 FU0196
 FU0196                         *CURRENT SURVEY CONTROL
 FU0196  ___________________________________________________________________
 FU0196* NAD 83(1986)-  35 06 20.     (N)    118 58 58.     (W)     SCALED    
 FU0196* NAVD 88     -       117.68   (+/-2cm)     386.1    (feet)  VERTCON   
 FU0196  ___________________________________________________________________
 FU0196  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 FU0196  VERT ORDER  -  THIRD (See Below)
 FU0196
 FU0196.The horizontal coordinates were scaled from a topographic map and have
 FU0196.an estimated accuracy of +/- 6 seconds.
 FU0196
 FU0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0196.The vertical order pertains to the NGVD 29 superseded value.
 FU0196
 FU0196.The geoid height was determined by GEOID03.
 FU0196
 FU0196;                    North         East    Units  Estimated Accuracy
 FU0196;SPC CA 5     -   678,540.    1,910,410.      MT  (+/- 180 meters Scaled)
 FU0196
 FU0196                          SUPERSEDED SURVEY CONTROL
 FU0196
 FU0196  NGVD 29 (??/??/??)  116.94   (m)          383.7    (f) RESET       3  
 FU0196
 FU0196.Superseded values are not recommended for survey control.
 FU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0196.See file dsdata.txt to determine how the superseded data were derived.
 FU0196
 FU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU192865(NAD 83)
 FU0196_MARKER: DD = SURVEY DISK
 FU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0196_STAMPING: 660+37.05
 FU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0196+STABILITY: SURFACE MOTION
 FU0196
 FU0196  HISTORY     - Date     Condition        Report By
 FU0196  HISTORY     - UNK      MONUMENTED       CADH
 FU0196  HISTORY     - 1961     GOOD             NGS
 FU0196  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0196
 FU0196                          STATION DESCRIPTION
 FU0196
 FU0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0196'3.4 MI N FROM METTLER.
 FU0196'3.4 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF
 FU0196'STATE HIGHWAY 166 AND 33 AT METTLER, IN R28E T32S, 0.2 MILE
 FU0196'SOUTH OF THE T JUNCTION OF A DIRT FARM ROAD WEST, BETWEEN THE
 FU0196'EAST AND WEST TRAFFIC LANES OF THE HIGHWAY, 36 1/2 FEET EAST
 FU0196'OF THE CENTER LINE OF THE WEST LANES, 34 FEET WEST OF THE CENTER
 FU0196'LINE OF THE EAST LANES, 92 FEET EAST OF POWER POLE JP14202,
 FU0196'88 FEET WEST OF A LONE 12-INCH EUCALYPTUS TREE, 1.2 FEET SOUTH
 FU0196'OF A STEEL STATION MARKER POST, ABOUT 1 1/2 FEET LOWER THAN
 FU0196'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 FU0196'THE GROUND.
 FU0196
 FU0196                          STATION RECOVERY (1970)
 FU0196
 FU0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4615 ***********************************************************************
 EW4615  DESIGNATION -  661 C 65
 EW4615  PID         -  EW4615
 EW4615  STATE/COUNTY-  CA/VENTURA
 EW4615  USGS QUAD   -  MOORPARK (1974)
 EW4615
 EW4615                         *CURRENT SURVEY CONTROL
 EW4615  ___________________________________________________________________
 EW4615* NAD 83(1986)-  34 18 55.     (N)    118 52 47.     (W)     SCALED    
 EW4615* NAVD 88     -       278.929  (meters)     915.12   (feet)  ADJUSTED  
 EW4615  ___________________________________________________________________
 EW4615  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 EW4615  DYNAMIC HT  -         278.624 (meters)     914.12  (feet)  COMP
 EW4615  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 EW4615
 EW4615  VERT ORDER  -  FIRST     CLASS I
 EW4615
 EW4615.The horizontal coordinates were scaled from a topographic map and have
 EW4615.an estimated accuracy of +/- 6 seconds.
 EW4615
 EW4615.The orthometric height was determined by differential leveling
 EW4615.and adjusted in June 1995.
 EW4615
 EW4615.The geoid height was determined by GEOID03.
 EW4615
 EW4615.The dynamic height is computed by dividing the NAVD 88
 EW4615.geopotential number by the normal gravity value computed on the
 EW4615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4615.degrees latitude (g = 980.6199 gals.).
 EW4615
 EW4615.The modeled gravity was interpolated from observed gravity values.
 EW4615
 EW4615;                    North         East    Units  Estimated Accuracy
 EW4615;SPC CA 5     -   590,790.    1,919,030.      MT  (+/- 180 meters Scaled)
 EW4615
 EW4615                          SUPERSEDED SURVEY CONTROL
 EW4615
 EW4615  NAVD 88 (02/01/93)  278.946  (m)          915.18   (f) UNKNOWN     1 1
 EW4615  NGVD 29 (??/??/92)  278.155  (m)          912.58   (f) ADJ UNCH    1 1
 EW4615
 EW4615.Superseded values are not recommended for survey control.
 EW4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4615.See file dsdata.txt to determine how the superseded data were derived.
 EW4615
 EW4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT270987(NAD 83)
 EW4615_MARKER: N = NAIL
 EW4615_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4615+WITH SETTING: PAVEMENT
 EW4615_SP_SET: WELL FOOTING
 EW4615_MARK LOGO: CADT  
 EW4615_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4615+STABILITY: SURFACE MOTION
 EW4615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4615+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4615
 EW4615  HISTORY     - Date     Condition        Report By
 EW4615  HISTORY     - UNK      MONUMENTED       CADH
 EW4615  HISTORY     - 1965     GOOD
 EW4615  HISTORY     - 1977     GOOD             NGS
 EW4615  HISTORY     - 19940630 GOOD             NGS
 EW4615
 EW4615                          STATION DESCRIPTION
 EW4615
 EW4615'DESCRIBED 1965
 EW4615'2.3 MI N FROM MOORPARK.
 EW4615'2.3 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4615'23 AND 118 AT MOORPARK.  AT NE CORNER OF THE INTERSECTION OF
 EW4615'HIGHWAY 23, HAPPY CAMP ROAD, AND BROADWAY, IN TOP OF THE SW
 EW4615'CORNER OF A 4 X 4 FEET CONCRETE BASE OF A WATER WELL PUMP,
 EW4615'ENCLOSED IN A 50 X 100 FEET WOVEN-WIRE FENCE 4 FT. HIGH.
 EW4615
 EW4615                          STATION RECOVERY (1977)
 EW4615
 EW4615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4615'RECOVERED IN GOOD CONDITION.
 EW4615
 EW4615                          STATION RECOVERY (1994)
 EW4615
 EW4615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4615'3.2 KM (2.00 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4615'IN MOORPARK, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG HAPPY CAMP ROAD,
 EW4615'NEAR THE SOUTHWEST CORNER OF A 4 BY 4-FOOT CONCRETE FOOTING OF A WELL,
 EW4615'16.3 M (53.5 FT) NORTH OF THE CENTER OF BROADWAY, 10.1 M (33.1 FT)
 EW4615'EAST OF THE ROAD CENTERLINE, 9.9 M (32.5 FT) NORTHEAST OF A T-JUNCTION
 EW4615'UTILITY POLE WITH 5 GUY CABLES ATTACHED, 0.3 M (1.0 FT) ABOVE THE
 EW4615'LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) EAST OF A CHAIN-LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0009 ***********************************************************************
 KS0009  DESIGNATION -  6625.9
 KS0009  PID         -  KS0009
 KS0009  STATE/COUNTY-  CA/SIERRA
 KS0009  USGS QUAD   -  SATTLEY (1981)
 KS0009
 KS0009                         *CURRENT SURVEY CONTROL
 KS0009  ___________________________________________________________________
 KS0009* NAD 83(1986)-  39 37 07.     (N)    120 29 55.     (W)     SCALED    
 KS0009* NAVD 88     -      2020.672  (meters)    6629.49   (feet)  ADJUSTED  
 KS0009  ___________________________________________________________________
 KS0009  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 KS0009  DYNAMIC HT  -        2018.727 (meters)    6623.11  (feet)  COMP
 KS0009  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 KS0009
 KS0009  VERT ORDER  -  SECOND    CLASS 0
 KS0009
 KS0009.The horizontal coordinates were scaled from a topographic map and have
 KS0009.an estimated accuracy of +/- 6 seconds.
 KS0009
 KS0009.The orthometric height was determined by differential leveling
 KS0009.and adjusted in June 1991.
 KS0009
 KS0009.The geoid height was determined by GEOID03.
 KS0009
 KS0009.The dynamic height is computed by dividing the NAVD 88
 KS0009.geopotential number by the normal gravity value computed on the
 KS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0009.degrees latitude (g = 980.6199 gals.).
 KS0009
 KS0009.The modeled gravity was interpolated from observed gravity values.
 KS0009
 KS0009;                    North         East    Units  Estimated Accuracy
 KS0009;SPC CA 2     -   717,750.    2,128,910.      MT  (+/- 180 meters Scaled)
 KS0009
 KS0009                          SUPERSEDED SURVEY CONTROL
 KS0009
 KS0009  NGVD 29 (??/??/??) 2019.538  (m)         6625.77   (f) ADJUSTED    2 0
 KS0009
 KS0009.Superseded values are not recommended for survey control.
 KS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0009.See file dsdata.txt to determine how the superseded data were derived.
 KS0009
 KS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ147884(NAD 83)
 KS0009_MARKER: N = NAIL
 KS0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0009_SP_SET: TREE
 KS0009_MARK LOGO: USGS  
 KS0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0009
 KS0009  HISTORY     - Date     Condition        Report By
 KS0009  HISTORY     - UNK      MONUMENTED       USGS
 KS0009  HISTORY     - 1934     GOOD             CGS
 KS0009  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KS0009
 KS0009                          STATION DESCRIPTION
 KS0009
 KS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KS0009'7.5 MI W FROM SATTLEY.
 KS0009'7.5 MILES WEST ALONG STATE HIGHWAY 49 FROM SATTLEY, SIERRA COUNTY,
 KS0009'AT HIGHWAY STATION C 383+70, ON THE NORTH AND UPPER SIDE OF THE
 KS0009'HIGHWAY, AND IN THE BASE OF A PINE TREE.  A UNITED STATES
 KS0009'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 KS0009
 KS0009                          STATION RECOVERY (1987)
 KS0009
 KS0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME)
 KS0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0656 ***********************************************************************
 DC0656  DESIGNATION -  663 USGS
 DC0656  PID         -  DC0656
 DC0656  STATE/COUNTY-  CA/SAN DIEGO
 DC0656  USGS QUAD   -  SAN VICENTE RESERVOIR (1971)
 DC0656
 DC0656                         *CURRENT SURVEY CONTROL
 DC0656  ___________________________________________________________________
 DC0656* NAD 83(1986)-  32 54 46.     (N)    116 55 28.     (W)     SCALED    
 DC0656* NAVD 88     -       202.60   (+/-2cm)     664.7    (feet)  VERTCON   
 DC0656  ___________________________________________________________________
 DC0656  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DC0656  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0656
 DC0656.The horizontal coordinates were scaled from a topographic map and have
 DC0656.an estimated accuracy of +/- 6 seconds.
 DC0656
 DC0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0656.The vertical order pertains to the NGVD 29 superseded value.
 DC0656
 DC0656.The geoid height was determined by GEOID03.
 DC0656
 DC0656;                    North         East    Units  Estimated Accuracy
 DC0656;SPC CA 6     -   582,950.    1,936,910.      MT  (+/- 180 meters Scaled)
 DC0656
 DC0656                          SUPERSEDED SURVEY CONTROL
 DC0656
 DC0656  NGVD 29 (??/??/??)  201.970  (m)          662.63   (f) ADJUSTED    1 2
 DC0656
 DC0656.Superseded values are not recommended for survey control.
 DC0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0656.See file dsdata.txt to determine how the superseded data were derived.
 DC0656
 DC0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS070416(NAD 83)
 DC0656_MARKER: DR = REFERENCE MARK DISK
 DC0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0656_SP_SET: CONCRETE FLOOR
 DC0656_STAMPING: 663
 DC0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0656
 DC0656  HISTORY     - Date     Condition        Report By
 DC0656  HISTORY     - UNK      MONUMENTED       USGS
 DC0656  HISTORY     - 1955     GOOD             NGS
 DC0656
 DC0656                          STATION DESCRIPTION
 DC0656
 DC0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0656'4.2 MI N FROM LAKESIDE.
 DC0656'0.9 MILE NORTH ALONG STATE HIGHWAY 67 FROM THE SECURITY TRUST AND
 DC0656'SAVING BANK AT LAKESIDE, THENCE 3.3 MILES NORTH ALONG A PAVED
 DC0656'ROAD, ON SAN VICENTE DAM, AT THE TOWER, IN THE TOP OF THE
 DC0656'CONCRETE FLOOR OF THE WORK DECK, 6.5 FEET EAST OF THE EAST EDGE
 DC0656'OF A GAGING RECORDER, 1.1 FEET SOUTHWEST OF THE NORTHEAST EDGE
 DC0656'OF THE FLOOR, AND ABOUT 3 1/2 FEET HIGHER THAN THE WALK ALONG
 DC0656'THE DAM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0634 ***********************************************************************
 JR0634  DESIGNATION -  6638
 JR0634  PID         -  JR0634
 JR0634  STATE/COUNTY-  CA/TUOLUMNE
 JR0634  USGS QUAD   -  DONNELL LAKE (1979)
 JR0634
 JR0634                         *CURRENT SURVEY CONTROL
 JR0634  ___________________________________________________________________
 JR0634* NAD 83(1986)-  38 19 42.     (N)    119 54 58.     (W)     SCALED    
 JR0634* NAVD 88     -      2025.236  (meters)    6644.46   (feet)  POSTED    
 JR0634  ___________________________________________________________________
 JR0634  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 JR0634  DYNAMIC HT  -        2022.980 (meters)    6637.06  (feet)  COMP
 JR0634  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 JR0634
 JR0634  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0634
 JR0634.The horizontal coordinates were scaled from a topographic map and have
 JR0634.an estimated accuracy of +/- 6 seconds.
 JR0634
 JR0634.The orthometric height was determined by differential leveling
 JR0634.and adjusted in October 2003.
 JR0634.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0634.rate of 1.1 thru 2.0 mm/km.
 JR0634
 JR0634.The geoid height was determined by GEOID03.
 JR0634
 JR0634.The dynamic height is computed by dividing the NAVD 88
 JR0634.geopotential number by the normal gravity value computed on the
 JR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0634.degrees latitude (g = 980.6199 gals.).
 JR0634
 JR0634.The modeled gravity was interpolated from observed gravity values.
 JR0634
 JR0634;                    North         East    Units  Estimated Accuracy
 JR0634;SPC CA 3     -   703,080.    2,051,050.      MT  (+/- 180 meters Scaled)
 JR0634
 JR0634                          SUPERSEDED SURVEY CONTROL
 JR0634
 JR0634  NGVD 29 (??/??/92) 2024.024  (m)         6640.49   (f) ADJ UNCH    1 2
 JR0634
 JR0634.Superseded values are not recommended for survey control.
 JR0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0634.See file dsdata.txt to determine how the superseded data were derived.
 JR0634
 JR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC450462(NAD 83)
 JR0634_MARKER: DD = SURVEY DISK
 JR0634_SETTING: 66 = SET IN ROCK OUTCROP
 JR0634_SP_SET: OUTCROP
 JR0634_STAMPING: 6644.958
 JR0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0634+STABILITY: POSITION/ELEVATION WELL
 JR0634
 JR0634  HISTORY     - Date     Condition        Report By
 JR0634  HISTORY     - UNK      MONUMENTED       USGS
 JR0634  HISTORY     - 1957     GOOD             NGS
 JR0634
 JR0634                          STATION DESCRIPTION
 JR0634
 JR0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0634'7 MI W FROM DARDANELLE.
 JR0634'6.0 MILES WEST ALONG STATE HIGHWAY 108 FROM THE POST OFFICE
 JR0634'AND STORE AT DARDANELLE, THENCE 1.0 MILE SOUTHEAST ALONG A
 JR0634'FORMER ALIGNMENT OF STATE HIGHWAY 108, IN R 19 E, T 6 N, IN THE
 JR0634'NORTHEAST QUARTER OF SECTION 31, ON THE INSIDE OF A CURVE, AT THE
 JR0634'SUMMIT OF PATTERSON GRADE, SET VERTICALLY IN THE SOUTHWEST FACE
 JR0634'OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 10 FEET ABOVE THE
 JR0634'GROUND, 9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 JR0634'4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0702 ***********************************************************************
 JR0702  DESIGNATION -  6643
 JR0702  PID         -  JR0702
 JR0702  STATE/COUNTY-  CA/MONO
 JR0702  USGS QUAD   -  BIG ALKALI (1989)
 JR0702
 JR0702                         *CURRENT SURVEY CONTROL
 JR0702  ___________________________________________________________________
 JR0702* NAD 83(1986)-  38 11 49.     (N)    119 13 09.     (W)     SCALED    
 JR0702* NAVD 88     -      2027.344  (meters)    6651.38   (feet)  POSTED    
 JR0702  ___________________________________________________________________
 JR0702  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JR0702  DYNAMIC HT  -        2024.920 (meters)    6643.43  (feet)  COMP
 JR0702  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 JR0702
 JR0702  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JR0702
 JR0702.The horizontal coordinates were scaled from a topographic map and have
 JR0702.an estimated accuracy of +/- 6 seconds.
 JR0702
 JR0702.The orthometric height was determined by differential leveling
 JR0702.and adjusted in October 2003.
 JR0702.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JR0702.rate of 2.1 thru 3.0 mm/km.
 JR0702
 JR0702.The geoid height was determined by GEOID03.
 JR0702
 JR0702.The dynamic height is computed by dividing the NAVD 88
 JR0702.geopotential number by the normal gravity value computed on the
 JR0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0702.degrees latitude (g = 980.6199 gals.).
 JR0702
 JR0702.The modeled gravity was interpolated from observed gravity values.
 JR0702
 JR0702;                    North         East    Units  Estimated Accuracy
 JR0702;SPC CA 3     -   689,100.    2,112,190.      MT  (+/- 180 meters Scaled)
 JR0702
 JR0702                          SUPERSEDED SURVEY CONTROL
 JR0702
 JR0702  NGVD 29 (??/??/92) 2025.975  (m)         6646.89   (f) ADJ UNCH    1 2
 JR0702
 JR0702.Superseded values are not recommended for survey control.
 JR0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0702.See file dsdata.txt to determine how the superseded data were derived.
 JR0702
 JR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC056299(NAD 83)
 JR0702_MARKER: P = PIPE CAP
 JR0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0702_STAMPING: 6643 0
 JR0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0702
 JR0702  HISTORY     - Date     Condition        Report By
 JR0702  HISTORY     - UNK      MONUMENTED       USGS
 JR0702  HISTORY     - 1957     GOOD             NGS
 JR0702
 JR0702                          STATION DESCRIPTION
 JR0702
 JR0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0702'4.7 MI S FROM BRIDGEPORT.
 JR0702'4.7 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE AT
 JR0702'BRIDGEPORT, AT THE Y JUNCTION OF A GRAVELED ROAD LEADING SOUTHWEST
 JR0702'TO GREEN CREEK CAMP, IN THE NORTHWEST END OF A V SHAPED CORNER OF
 JR0702'A PASTURE, 89 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JR0702'57.6 FEET SOUTHEAST OF A FENCE, 49.0 FEET NORTHEAST OF A FENCE,
 JR0702'ABOUT 6 FEET SOUTHEAST OF THE PROLONGATION OF THE CENTER LINE OF
 JR0702'THE ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 JR0702'LOWER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 JR0702'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND AND ENCASED IN
 JR0702'CONCRETE.  NOTE-- DISTURBED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0037 ***********************************************************************
 GT0037  DESIGNATION -  6662
 GT0037  PID         -  GT0037
 GT0037  STATE/COUNTY-  CA/TULARE
 GT0037  USGS QUAD   -  CHAGOOPA FALLS (1994)
 GT0037
 GT0037                         *CURRENT SURVEY CONTROL
 GT0037  ___________________________________________________________________
 GT0037* NAD 83(1986)-  36 26 25.     (N)    118 24 48.     (W)     SCALED    
 GT0037* NAVD 88     -      2032.27   (+/-2cm)    6667.5    (feet)  VERTCON   
 GT0037  ___________________________________________________________________
 GT0037  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 GT0037  VERT ORDER  -  THIRD (See Below)
 GT0037
 GT0037.The horizontal coordinates were scaled from a topographic map and have
 GT0037.an estimated accuracy of +/- 6 seconds.
 GT0037
 GT0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0037.The vertical order pertains to the NGVD 29 superseded value.
 GT0037
 GT0037.The geoid height was determined by GEOID03.
 GT0037
 GT0037;                    North         East    Units  Estimated Accuracy
 GT0037;SPC CA 4     -   622,990.    2,052,600.      MT  (+/- 180 meters Scaled)
 GT0037
 GT0037                          SUPERSEDED SURVEY CONTROL
 GT0037
 GT0037  NGVD 29 (??/??/??) 2030.86   (m)         6662.9    (f) RESET       3  
 GT0037
 GT0037.Superseded values are not recommended for survey control.
 GT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0037.See file dsdata.txt to determine how the superseded data were derived.
 GT0037
 GT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA733337(NAD 83)
 GT0037_MARKER: DD = SURVEY DISK
 GT0037_SETTING: 80 = SET IN A BOULDER
 GT0037_SP_SET: BOULDER
 GT0037_STAMPING: 6662 4S 1905
 GT0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0037+STABILITY: SURFACE MOTION
 GT0037
 GT0037  HISTORY     - Date     Condition        Report By
 GT0037  HISTORY     - 1905     MONUMENTED       USGS
 GT0037  HISTORY     - 1940     GOOD             NGS
 GT0037
 GT0037                          STATION DESCRIPTION
 GT0037
 GT0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0037'26.6 MI E FROM MINERAL KING.
 GT0037'ABOUT 26.6 MILES EAST OF MINERAL KING VIA FAREWEL GAP, HEINMAN
 GT0037'CUTOFF, COYOTE PASS AND TRAIL ALONG KERN RIVER.  ABOUT 7.9 MILES
 GT0037'NORTH OF THE KERN RIVER RANGER STATION ON THE TRAIL UP THE
 GT0037'KERN RIVER.  IT IS ABOUT 100 YARDS SOUTHEAST OF THE BRIDGE
 GT0037'ACROSS BIG ARROYO AND ABOUT 2 FEET EAST OF TRAIL.  A UNITED
 GT0037'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6662 4 S 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2137 ***********************************************************************
 EW2137  DESIGNATION -  667.158 C OF LA
 EW2137  PID         -  EW2137
 EW2137  STATE/COUNTY-  CA/LOS ANGELES
 EW2137  USGS QUAD   -  BURBANK (1994)
 EW2137
 EW2137                         *CURRENT SURVEY CONTROL
 EW2137  ___________________________________________________________________
 EW2137* NAD 83(1986)-  34 07 57.     (N)    118 21 15.     (W)     SCALED    
 EW2137* NAVD 88     -       204.15   (+/-2cm)     669.8    (feet)  VERTCON   
 EW2137  ___________________________________________________________________
 EW2137  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2137  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2137
 EW2137.The horizontal coordinates were scaled from a topographic map and have
 EW2137.an estimated accuracy of +/- 6 seconds.
 EW2137
 EW2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2137.The vertical order pertains to the NGVD 29 superseded value.
 EW2137
 EW2137.The geoid height was determined by GEOID03.
 EW2137
 EW2137;                    North         East    Units  Estimated Accuracy
 EW2137;SPC CA 5     -   570,220.    1,967,330.      MT  (+/- 180 meters Scaled)
 EW2137
 EW2137                          SUPERSEDED SURVEY CONTROL
 EW2137
 EW2137  NGVD 29 (??/??/92)  203.36   (m)          667.2    (f) COMPUTED    1 2
 EW2137
 EW2137.Superseded values are not recommended for survey control.
 EW2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2137.See file dsdata.txt to determine how the superseded data were derived.
 EW2137
 EW2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT751776(NAD 83)
 EW2137_MARKER: S = SPIKE
 EW2137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2137_SP_SET: CURB
 EW2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2137
 EW2137  HISTORY     - Date     Condition        Report By
 EW2137  HISTORY     - UNK      MONUMENTED       CA1980
 EW2137  HISTORY     - 1945     GOOD             NGS
 EW2137  HISTORY     - 1966     GOOD             NGS
 EW2137
 EW2137                          STATION DESCRIPTION
 EW2137
 EW2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2137'AT LOS ANGELES.
 EW2137'AT LOS ANGELES AT THE INTERSECTION OF CAHUENGA BOULEVARD AND
 EW2137'OAKLEY DRIVE, IN THE SOUTHWEST CURB OF CAHUENGA BOULEVARD, IN
 EW2137'THE WEST END OF A CATCH BASIN, 24.6 FEET SOUTHEAST OF THE
 EW2137'SOUTHEAST CURBLINE OF OAKLEY DRIVE.  THE TOP OF A CUT SPIKE
 EW2137'SET IN CONCRETE.
 EW2137
 EW2137                          STATION RECOVERY (1966)
 EW2137
 EW2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3887 ***********************************************************************
 EW3887  DESIGNATION -  668.32 USDA
 EW3887  PID         -  EW3887
 EW3887  STATE/COUNTY-  CA/SANTA BARBARA
 EW3887  USGS QUAD   -  LAKE CACHUMA (1988)
 EW3887
 EW3887                         *CURRENT SURVEY CONTROL
 EW3887  ___________________________________________________________________
 EW3887* NAD 83(1986)-  34 34 25.     (N)    119 56 19.     (W)     SCALED    
 EW3887* NAVD 88     -       205.44   (+/-2cm)     674.0    (feet)  VERTCON   
 EW3887  ___________________________________________________________________
 EW3887  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 EW3887  VERT ORDER  -  THIRD (See Below)
 EW3887
 EW3887.The horizontal coordinates were scaled from a topographic map and have
 EW3887.an estimated accuracy of +/- 6 seconds.
 EW3887
 EW3887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3887.The vertical order pertains to the NGVD 29 superseded value.
 EW3887
 EW3887.The geoid height was determined by GEOID03.
 EW3887
 EW3887;                    North         East    Units  Estimated Accuracy
 EW3887;SPC CA 5     -   620,810.    1,822,140.      MT  (+/- 180 meters Scaled)
 EW3887
 EW3887                          SUPERSEDED SURVEY CONTROL
 EW3887
 EW3887  NGVD 29 (??/??/??)  204.63   (m)          671.4    (f) RESET       3  
 EW3887
 EW3887.Superseded values are not recommended for survey control.
 EW3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3887.See file dsdata.txt to determine how the superseded data were derived.
 EW3887
 EW3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU304296(NAD 83)
 EW3887_MARKER: P = PIPE CAP
 EW3887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3887_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3887_STAMPING: 310-8640 668.32 1928
 EW3887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3887
 EW3887  HISTORY     - Date     Condition        Report By
 EW3887  HISTORY     - 1928     MONUMENTED       CGS
 EW3887  HISTORY     - 1948     GOOD             NGS
 EW3887  HISTORY     - 1960     MARK NOT FOUND   NGS
 EW3887
 EW3887                          STATION DESCRIPTION
 EW3887
 EW3887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EW3887'13.3 MI SE FROM LOS OLIVOS.
 EW3887'ABOUT 13.3 MILES SOUTHEAST ALONG THE SAN MARCOS PASS ROAD (STATE
 EW3887'HIGHWAY 150) FROM THE GRAMMAR SCHOOL AT LOS OLIVOS, 36.0 FEET
 EW3887'SOUTHEAST OF A LARGE OAK TREE, 27.5 FEET NORTH OF THE CENTER
 EW3887'LINE OF THE HIGHWAY, 0.6 FOOT SOUTH OF A WIRE FENCE, A BRONZE
 EW3887'CAP RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES
 EW3887'ABOVE THE GROUND AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 EW3887
 EW3887                          STATION RECOVERY (1960)
 EW3887
 EW3887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW3887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3643 ***********************************************************************
 HS3643  DESIGNATION -  669 USGS
 HS3643  PID         -  HS3643
 HS3643  STATE/COUNTY-  CA/CONTRA COSTA
 HS3643  USGS QUAD   -  BYRON HOT SPRINGS (1968)
 HS3643
 HS3643                         *CURRENT SURVEY CONTROL
 HS3643  ___________________________________________________________________
 HS3643* NAD 83(1986)-  37 52 13.     (N)    121 38 29.     (W)     SCALED    
 HS3643* NAVD 88     -        10.41   (+/-2cm)      34.2    (feet)  VERTCON   
 HS3643  ___________________________________________________________________
 HS3643  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 HS3643  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3643
 HS3643.The horizontal coordinates were scaled from a topographic map and have
 HS3643.an estimated accuracy of +/- 6 seconds.
 HS3643
 HS3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3643.The vertical order pertains to the NGVD 29 superseded value.
 HS3643
 HS3643.The geoid height was determined by GEOID03.
 HS3643
 HS3643;                    North         East    Units  Estimated Accuracy
 HS3643;SPC CA 3     -   652,690.    1,899,580.      MT  (+/- 180 meters Scaled)
 HS3643
 HS3643                          SUPERSEDED SURVEY CONTROL
 HS3643
 HS3643  NGVD 29 (??/??/92)    9.675  (m)           31.74   (f) ADJ UNCH    1 2
 HS3643
 HS3643.Superseded values are not recommended for survey control.
 HS3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3643.See file dsdata.txt to determine how the superseded data were derived.
 HS3643
 HS3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG194922(NAD 83)
 HS3643_MARKER: DB = BENCH MARK DISK
 HS3643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3643_SP_SET: CONCRETE FOUNDATION
 HS3643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3643
 HS3643  HISTORY     - Date     Condition        Report By
 HS3643  HISTORY     - UNK      MONUMENTED       USGS
 HS3643  HISTORY     - 1958     GOOD             NGS
 HS3643  HISTORY     - 1963     GOOD             NGS
 HS3643
 HS3643                          STATION DESCRIPTION
 HS3643
 HS3643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS3643'AT BYRON.
 HS3643'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3643'FROM THE POST OFFICE AT BYRON, AT THE CROSSING OF WASHINGTON
 HS3643'STREET, AT ELECTRIC SIGNAL 66.9, IN THE TOP OF THE SOUTHWEST
 HS3643'CORNER OF THE CONCRETE FOUNDATION, 34.3 FEET SOUTHWEST OF THE
 HS3643'SOUTHWEST RAIL OF THE MAIN TRACK, 23 FEET WEST OF THE CENTER
 HS3643'LINE OF THE STREET, AND ABOUT LEVEL WITH THE GROUND.
 HS3643
 HS3643                          STATION RECOVERY (1963)
 HS3643
 HS3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1147 ***********************************************************************
 DC1147  DESIGNATION -  669.2 USGS
 DC1147  PID         -  DC1147
 DC1147  STATE/COUNTY-  CA/SAN DIEGO
 DC1147  USGS QUAD   -  POWAY (1975)
 DC1147
 DC1147                         *CURRENT SURVEY CONTROL
 DC1147  ___________________________________________________________________
 DC1147* NAD 83(1986)-  32 54 34.     (N)    117 04 29.     (W)     SCALED    
 DC1147* NAVD 88     -       204.60   (+/-2cm)     671.3    (feet)  VERTCON   
 DC1147  ___________________________________________________________________
 DC1147  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DC1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1147
 DC1147.The horizontal coordinates were scaled from a topographic map and have
 DC1147.an estimated accuracy of +/- 6 seconds.
 DC1147
 DC1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1147.The vertical order pertains to the NGVD 29 superseded value.
 DC1147
 DC1147.The geoid height was determined by GEOID03.
 DC1147
 DC1147;                    North         East    Units  Estimated Accuracy
 DC1147;SPC CA 6     -   582,680.    1,922,850.      MT  (+/- 180 meters Scaled)
 DC1147
 DC1147                          SUPERSEDED SURVEY CONTROL
 DC1147
 DC1147  NGVD 29 (??/??/??)  203.946  (m)          669.11   (f) ADJUSTED    2 0
 DC1147
 DC1147.Superseded values are not recommended for survey control.
 DC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1147.See file dsdata.txt to determine how the superseded data were derived.
 DC1147
 DC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS930412(NAD 83)
 DC1147_MARKER: Q = CHISELED SQUARE
 DC1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1147_SP_SET: CULVERT
 DC1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1147
 DC1147  HISTORY     - Date     Condition        Report By
 DC1147  HISTORY     - UNK      MONUMENTED       USGS
 DC1147  HISTORY     - 1955     GOOD             NGS
 DC1147
 DC1147                          STATION DESCRIPTION
 DC1147
 DC1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1147'3.4 MI NE FROM MIRAMAR NAAS.
 DC1147'0.1 MILE EAST ALONG A PAVED STREET FROM THE PASS OFFICE AT
 DC1147'MIRAMAR NAVAL AUXILIARY AIR STATION, THENCE 0.4 MILE NORTH ALONG
 DC1147'U.S. HIGHWAY 395, THENCE 2.9 MILES NORTHEAST ALONG POMERADO
 DC1147'ROAD (OLD U.S. HIGHWAY 395), ON THE OUTSIDE OF A CURVE, AT AN
 DC1147'18-INCH CORRUGATED METAL PIPE CULVERT, ON THE TOP OF THE CENTER
 DC1147'OF THE SOUTHEAST CONCRETE HEAD WALL, 21 1/2 FEET SOUTHEAST OF
 DC1147'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4650 ***********************************************************************
 HS4650  DESIGNATION -  67
 HS4650  PID         -  HS4650
 HS4650  STATE/COUNTY-  CA/SAN JOAQUIN
 HS4650  USGS QUAD   -  PETERS (1994)
 HS4650
 HS4650                         *CURRENT SURVEY CONTROL
 HS4650  ___________________________________________________________________
 HS4650* NAD 83(1992)-  37 53 26.41266(N)    121 06 37.71531(W)     ADJUSTED  
 HS4650* NAVD 88     -        21.21   (+/-2cm)      69.6    (feet)  VERTCON   
 HS4650  ___________________________________________________________________
 HS4650  EPOCH DATE  -        1991.35
 HS4650  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HS4650  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HS4650  HORZ ORDER  -  SECOND
 HS4650  VERT ORDER  -  THIRD ? (See Below)
 HS4650
 HS4650.The horizontal coordinates were established by classical geodetic methods
 HS4650.and adjusted by the National Geodetic Survey in March 1994.
 HS4650.The horizontal coordinates are valid at the epoch date displayed above.
 HS4650.The epoch date for horizontal control is a decimal equivalence
 HS4650.of Year/Month/Day.
 HS4650
 HS4650.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4650.The vertical order pertains to the NGVD 29 superseded value.
 HS4650
 HS4650.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4650
 HS4650.The geoid height was determined by GEOID03.
 HS4650
 HS4650;                    North         East     Units Scale Factor Converg.
 HS4650;SPC CA 3     -   654,513.573 1,946,304.868   MT  0.99993214   -0 22 25.5
 HS4650;SPC CA 3     - 2,147,349.95  6,385,501.89   sFT  0.99993214   -0 22 25.5
 HS4650;UTM  10      - 4,195,367.687   666,148.575   MT  0.99994001   +1 09 38.6
 HS4650
 HS4650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4650!SPC CA 3     -   1.00000164  x   0.99993214  =   0.99993378
 HS4650!UTM  10      -   1.00000164  x   0.99994001  =   0.99994165
 HS4650
 HS4650                          SUPERSEDED SURVEY CONTROL
 HS4650
 HS4650  NAD 83(1986)-  37 53 26.39809(N)    121 06 37.71483(W) AD(1984.00) 2
 HS4650  NAD 27      -  37 53 26.66500(N)    121 06 33.92600(W) AD(       ) 2
 HS4650  NGVD 29 (07/19/86)   20.51   (m)           67.3    (f) LEVELING    3  
 HS4650
 HS4650.Superseded values are not recommended for survey control.
 HS4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4650.See file dsdata.txt to determine how the superseded data were derived.
 HS4650
 HS4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG6614995368(NAD 83)
 HS4650
 HS4650  HISTORY     - Date     Condition        Report By
 HS4650  HISTORY     - 1943     MONUMENTED       CGS
 HS4650  HISTORY     - 1987     GOOD             USPSQD
 HS4650
 HS4650                          STATION DESCRIPTION
 HS4650
 HS4650'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 HS4650'A STANDARD MARK OF THE GEOLOGICAL SURVEY LOCATED ON THE DAVIS
 HS4650'RANCH, 9 MILES NE OF ESCALON, ON THE W SIDE OF MARIPOSA ROAD
 HS4650'ABOUT 0.1 MILE NW OF THE DAVIS RANCH BUILDINGS.  TRIANGULATION
 HS4650'STATION DAVIS (C. AND G.S. 1943) IS E ACROSS ROAD.
 HS4650
 HS4650                          STATION RECOVERY (1987)
 HS4650
 HS4650'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM)
 HS4650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3415 ***********************************************************************
 DX3415  DESIGNATION -  67 1 A
 DX3415  PID         -  DX3415
 DX3415  STATE/COUNTY-  CA/LOS ANGELES
 DX3415  USGS QUAD   -  YORBA LINDA (1981)
 DX3415
 DX3415                         *CURRENT SURVEY CONTROL
 DX3415  ___________________________________________________________________
 DX3415* NAD 83(1986)-  33 59 41.     (N)    117 50 32.     (W)     SCALED    
 DX3415* NAVD 88     -       198.147  (meters)     650.09   (feet)  READJUSTED
 DX3415  ___________________________________________________________________
 DX3415  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DX3415  DYNAMIC HT  -         197.930 (meters)     649.38  (feet)  COMP
 DX3415  MODELED GRAV-     979,546.4   (mgal)                       NAVD 88
 DX3415
 DX3415  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3415
 DX3415.The horizontal coordinates were scaled from a topographic map and have
 DX3415.an estimated accuracy of +/- 6 seconds.
 DX3415
 DX3415.The orthometric height was determined by differential leveling
 DX3415.and adjusted in February 1993.
 DX3415.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3415.distribution rate of 0.0 thru 1.0 mm/km.
 DX3415.The height was derived from older observations constrained to new
 DX3415.heights in a crustal motion area.  The height is approximate in
 DX3415.relation to other heights in its vicinity.
 DX3415
 DX3415.The geoid height was determined by GEOID03.
 DX3415
 DX3415.The dynamic height is computed by dividing the NAVD 88
 DX3415.geopotential number by the normal gravity value computed on the
 DX3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3415.degrees latitude (g = 980.6199 gals.).
 DX3415
 DX3415.The modeled gravity was interpolated from observed gravity values.
 DX3415
 DX3415;                    North         East    Units  Estimated Accuracy
 DX3415;SPC CA 5     -   554,890.    2,014,580.      MT  (+/- 180 meters Scaled)
 DX3415
 DX3415                          SUPERSEDED SURVEY CONTROL
 DX3415
 DX3415  NGVD 29 (??/??/92)  197.396  (m)          647.62   (f) ADJ UNCH    1 1
 DX3415
 DX3415.Superseded values are not recommended for survey control.
 DX3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3415.See file dsdata.txt to determine how the superseded data were derived.
 DX3415
 DX3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT222618(NAD 83)
 DX3415_MARKER: DD = SURVEY DISK
 DX3415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3415_SP_SET: CATCH BASIN
 DX3415_STAMPING: BM 67-1A 1973 RE 7078
 DX3415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3415
 DX3415  HISTORY     - Date     Condition        Report By
 DX3415  HISTORY     - 1973     MONUMENTED       CA-037
 DX3415  HISTORY     - 1974     GOOD             CA-037
 DX3415  HISTORY     - 1978     GOOD             NGS
 DX3415
 DX3415                          STATION DESCRIPTION
 DX3415
 DX3415'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3415'1.5 MI N FROM DIAMOND BAR.
 DX3415'AT THE Y JUNCTION OF BREA CANYON ROAD AND VIA SORELLA (0.4 MILE SOUTH
 DX3415'OF COLIMA ROAD), 257.0 FEET SOUTHWEST OF THE INTERSECTION AND ON THE
 DX3415'WEST SIDE OF THE PAVEMENT OF BREA CANYON ROAD, 69.7 FEET WEST OF EAST
 DX3415'CURB OF SAID ROAD.  SET FLUSH IN THE SOUTHEAST CORNER OF A CONCRETE
 DX3415'STORM DRAIN CATCH BASIN.
 DX3415
 DX3415                          STATION RECOVERY (1978)
 DX3415
 DX3415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3415'AT THE Y-JUNCTION OF BREA CANYON ROAD AND VIA SORELLA (0.4 MILE SOUTH
 DX3415'OF COLIMA ROAD), 257.0 FT. SOUTHWEST OF THE INTERSECTION AND ON THE
 DX3415'WEST SIDE OF THE PAVEMENT OF BREA CANYON ROAD, 69.7 FT. WEST OF EAST
 DX3415'CURB OF SAID ROAD, SET FLUSH IN THE SOUTHEAST CORNER OF A CONCRETE
 DX3415'STORM DRAIN CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8558 ***********************************************************************
 AB8558  DESIGNATION -  67 1 A RESET
 AB8558  PID         -  AB8558
 AB8558  STATE/COUNTY-  CA/LOS ANGELES
 AB8558  USGS QUAD   -  YORBA LINDA (1981)
 AB8558
 AB8558                         *CURRENT SURVEY CONTROL
 AB8558  ___________________________________________________________________
 AB8558* NAD 83(1986)-  33 59 28.     (N)    117 50 34.     (W)     SCALED    
 AB8558* NAVD 88     -       202.737  (meters)     665.15   (feet)  ADJUSTED  
 AB8558  ___________________________________________________________________
 AB8558  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AB8558  DYNAMIC HT  -         202.516 (meters)     664.42  (feet)  COMP
 AB8558  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 AB8558
 AB8558  VERT ORDER  -  FIRST     CLASS II
 AB8558
 AB8558.The horizontal coordinates were scaled from a topographic map and have
 AB8558.an estimated accuracy of +/- 6 seconds.
 AB8558
 AB8558.The orthometric height was determined by differential leveling
 AB8558.and adjusted in February 1997.
 AB8558
 AB8558.The geoid height was determined by GEOID03.
 AB8558
 AB8558.The dynamic height is computed by dividing the NAVD 88
 AB8558.geopotential number by the normal gravity value computed on the
 AB8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8558.degrees latitude (g = 980.6199 gals.).
 AB8558
 AB8558.The modeled gravity was interpolated from observed gravity values.
 AB8558
 AB8558;                    North         East    Units  Estimated Accuracy
 AB8558;SPC CA 5     -   554,490.    2,014,530.      MT  (+/- 180 meters Scaled)
 AB8558
 AB8558                          SUPERSEDED SURVEY CONTROL
 AB8558
 AB8558.No superseded survey control is available for this station.
 AB8558
 AB8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221614(NAD 83)
 AB8558_MARKER: DB = BENCH MARK DISK
 AB8558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8558_SP_SET: CATCH BASIN
 AB8558_STAMPING: OCF 67-1-A RESET 1994
 AB8558_MARK LOGO: MWDSC 
 AB8558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8558+STABILITY: SURFACE MOTION
 AB8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8558+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB8558
 AB8558  HISTORY     - Date     Condition        Report By
 AB8558  HISTORY     - 1994     MONUMENTED       MWDSC
 AB8558
 AB8558                          STATION DESCRIPTION
 AB8558
 AB8558'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8558'DIAMOND BAR, FROM INTERSECTION OF BREA CANYON ROAD AND VIA SORELLA GO
 AB8558'0.1 MILES (0.2 KM) SOUTH ALONG BREA CANYON ROAD TO CATCH BASIN, 40
 AB8558'FEET (12.2 M) WEST OF CENTER LINE OF BREA CANYON ROAD, 37.2 FEET (11.3
 AB8558'M) SOUTHEASTERLY OF 4 FT (1.2 M) HIGH BLOCK WALL, 49 FEET (14.9 M)
 AB8558'NORTHEASTERLY FROM POWER POLE NUMBER 1863210E, FLUSH ON THE SOUTHWEST
 AB8558'CORNER OF A 4 FT (1.2 M) BY 2 FT (0.6 M) CONCRETE CATCH BASIN, A 2
 AB8558'INCH BRASS SURVEY DISK STAMPED - OCF 67-1-A RESET 1994 - REFERENCE MWD
 AB8558'FB 2011 02 028.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3408 ***********************************************************************
 DX3408  DESIGNATION -  67 11 A
 DX3408  PID         -  DX3408
 DX3408  STATE/COUNTY-  CA/LOS ANGELES
 DX3408  USGS QUAD   -  YORBA LINDA (1981)
 DX3408
 DX3408                         *CURRENT SURVEY CONTROL
 DX3408  ___________________________________________________________________
 DX3408* NAD 83(1986)-  33 57 16.     (N)    117 51 54.     (W)     SCALED    
 DX3408* NAVD 88     -       181.844  (meters)     596.60   (feet)  ADJUSTED  
 DX3408  ___________________________________________________________________
 DX3408  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DX3408  DYNAMIC HT  -         181.647 (meters)     595.95  (feet)  COMP
 DX3408  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 DX3408
 DX3408  VERT ORDER  -  FIRST     CLASS I
 DX3408
 DX3408.The horizontal coordinates were scaled from a topographic map and have
 DX3408.an estimated accuracy of +/- 6 seconds.
 DX3408
 DX3408.The orthometric height was determined by differential leveling
 DX3408.and adjusted in February 1997.
 DX3408
 DX3408.The geoid height was determined by GEOID03.
 DX3408
 DX3408.The dynamic height is computed by dividing the NAVD 88
 DX3408.geopotential number by the normal gravity value computed on the
 DX3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3408.degrees latitude (g = 980.6199 gals.).
 DX3408
 DX3408.The modeled gravity was interpolated from observed gravity values.
 DX3408
 DX3408;                    North         East    Units  Estimated Accuracy
 DX3408;SPC CA 5     -   550,420.    2,012,480.      MT  (+/- 180 meters Scaled)
 DX3408
 DX3408                          SUPERSEDED SURVEY CONTROL
 DX3408
 DX3408  NAVD 88 (02/01/93)  181.846  (m)          596.61   (f) UNKNOWN     1 1
 DX3408  NGVD 29 (??/??/92)  181.098  (m)          594.15   (f) ADJ UNCH    1 1
 DX3408
 DX3408.Superseded values are not recommended for survey control.
 DX3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3408.See file dsdata.txt to determine how the superseded data were derived.
 DX3408
 DX3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT200574(NAD 83)
 DX3408_MARKER: DD = SURVEY DISK
 DX3408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX3408_SP_SET: CULVERT HEADWALL
 DX3408_STAMPING: BM 67-11 A 1973 7078
 DX3408_MARK LOGO: CA-037
 DX3408_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3408+STABILITY: SURFACE MOTION
 DX3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX3408+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1994
 DX3408
 DX3408  HISTORY     - Date     Condition        Report By
 DX3408  HISTORY     - 1973     MONUMENTED       CA-037
 DX3408  HISTORY     - 1974     GOOD             CA-037
 DX3408  HISTORY     - 1978     GOOD             NGS
 DX3408  HISTORY     - 19940428 GOOD             MWDSC
 DX3408
 DX3408                          STATION DESCRIPTION
 DX3408
 DX3408'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3408'1.3 MI SW FROM DIAMOND BAR.
 DX3408'BREA CANYON ROAD, 0.65 MILE NORTHEAST OF LOS ANGELES-ORANGE COUNTY
 DX3408'LINE, SET IN TOP OF A CONCRETE CULVERT HEADWALL, 4 FEET LOWER THAN
 DX3408'PAVEMENT, 25 FEET WEST OF CENTER OF PAVEMENT.  149.5 FEET SOUTHWEST OF
 DX3408'POWER POLE NUMBER 788941H, 2 FEET NORTH OF THE SOUTH END OF HEADWALL.
 DX3408
 DX3408                          STATION RECOVERY (1978)
 DX3408
 DX3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3408'RECOVERED IN GOOD CONDITION.
 DX3408
 DX3408                          STATION RECOVERY (1994)
 DX3408
 DX3408'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3408'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 040.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3414 ***********************************************************************
 DX3414  DESIGNATION -  67 2 A
 DX3414  PID         -  DX3414
 DX3414  STATE/COUNTY-  CA/LOS ANGELES
 DX3414  USGS QUAD   -  YORBA LINDA (1981)
 DX3414
 DX3414                         *CURRENT SURVEY CONTROL
 DX3414  ___________________________________________________________________
 DX3414* NAD 83(1986)-  33 59 25.     (N)    117 50 38.     (W)     SCALED    
 DX3414* NAVD 88     -       225.603  (meters)     740.17   (feet)  ADJUSTED  
 DX3414  ___________________________________________________________________
 DX3414  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DX3414  DYNAMIC HT  -         225.357 (meters)     739.36  (feet)  COMP
 DX3414  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DX3414
 DX3414  VERT ORDER  -  FIRST     CLASS I
 DX3414
 DX3414.The horizontal coordinates were scaled from a topographic map and have
 DX3414.an estimated accuracy of +/- 6 seconds.
 DX3414
 DX3414.The orthometric height was determined by differential leveling
 DX3414.and adjusted in February 1997.
 DX3414
 DX3414.The geoid height was determined by GEOID03.
 DX3414
 DX3414.The dynamic height is computed by dividing the NAVD 88
 DX3414.geopotential number by the normal gravity value computed on the
 DX3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3414.degrees latitude (g = 980.6199 gals.).
 DX3414
 DX3414.The modeled gravity was interpolated from observed gravity values.
 DX3414
 DX3414;                    North         East    Units  Estimated Accuracy
 DX3414;SPC CA 5     -   554,400.    2,014,420.      MT  (+/- 180 meters Scaled)
 DX3414
 DX3414                          SUPERSEDED SURVEY CONTROL
 DX3414
 DX3414  NAVD 88 (02/01/93)  225.597  (m)          740.15   (f) UNKNOWN     1 1
 DX3414  NGVD 29 (??/??/92)  224.845  (m)          737.68   (f) ADJ UNCH    1 1
 DX3414
 DX3414.Superseded values are not recommended for survey control.
 DX3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3414.See file dsdata.txt to determine how the superseded data were derived.
 DX3414
 DX3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT220613(NAD 83)
 DX3414_MARKER: DD = SURVEY DISK
 DX3414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3414_SP_SET: CATCH BASIN
 DX3414_STAMPING: BM 67-2A 1973 7078
 DX3414_MARK LOGO: CA-037
 DX3414_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3414+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 DX3414
 DX3414  HISTORY     - Date     Condition        Report By
 DX3414  HISTORY     - UNK      MONUMENTED       CA-037
 DX3414  HISTORY     - 1974     GOOD             CA-037
 DX3414  HISTORY     - 1978     GOOD             NGS
 DX3414  HISTORY     - 19940426 GOOD             MWDSC
 DX3414
 DX3414                          STATION DESCRIPTION
 DX3414
 DX3414'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3414'1.4 MI N FROM DIAMOND BAR.
 DX3414'BREA CANYON ROAD, 0.3 MILE SOUTHERLY FROM Y JUNCTION WITH VIA SORELLA.
 DX3414'24.5 FEET WEST OF WEST EDGE OF PAVEMENT.  65.0 FEET WEST OF EAST
 DX3414'CURB.  101.0 FEET NORTH OF POWER POLE NUMBER 1863205E.  138.0 FEET
 DX3414'SOUTH OF POWER POLE NUMBER 1863206E.  SET IN TOP OF THE SOUTH END OF A
 DX3414'CONCRETE CURB OF A STORM DRAIN CATCH BASIN.
 DX3414
 DX3414                          STATION RECOVERY (1978)
 DX3414
 DX3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3414'BREA CANYON ROAD, 0.3 MILE SOUTHERLY FROM Y-JUNCTION WITH VIA SORELLA,
 DX3414'24.5 FT. WEST OF WEST EDGE OF PAVEMENT, 65.0 FT. WEST OF EAST CURB,
 DX3414'101.0 FT. NORTH OF POWER POLE NUMBER 1863205E, 138.0 FT. SOUTH OF
 DX3414'POWER POLE NUMBER 1863206E, SET IN TOP OF THE SOUTH END OF A CONCRETE
 DX3414'CURB OF A STORM DRAIN CATCH BASIN.
 DX3414
 DX3414                          STATION RECOVERY (1994)
 DX3414
 DX3414'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3414'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2011 02 029.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3413 ***********************************************************************
 DX3413  DESIGNATION -  67 3 A
 DX3413  PID         -  DX3413
 DX3413  STATE/COUNTY-  CA/LOS ANGELES
 DX3413  USGS QUAD   -  YORBA LINDA (1981)
 DX3413
 DX3413                         *CURRENT SURVEY CONTROL
 DX3413  ___________________________________________________________________
 DX3413* NAD 83(1986)-  33 59 03.     (N)    117 50 35.     (W)     SCALED    
 DX3413* NAVD 88     -       250.994  (meters)     823.47   (feet)  READJUSTED
 DX3413  ___________________________________________________________________
 DX3413  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DX3413  DYNAMIC HT  -         250.720 (meters)     822.57  (feet)  COMP
 DX3413  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 DX3413
 DX3413  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3413
 DX3413.The horizontal coordinates were scaled from a topographic map and have
 DX3413.an estimated accuracy of +/- 6 seconds.
 DX3413
 DX3413.The orthometric height was determined by differential leveling
 DX3413.and adjusted in February 1993.
 DX3413.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3413.distribution rate of 0.0 thru 1.0 mm/km.
 DX3413.The height was derived from older observations constrained to new
 DX3413.heights in a crustal motion area.  The height is approximate in
 DX3413.relation to other heights in its vicinity.
 DX3413
 DX3413.The geoid height was determined by GEOID03.
 DX3413
 DX3413.The dynamic height is computed by dividing the NAVD 88
 DX3413.geopotential number by the normal gravity value computed on the
 DX3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3413.degrees latitude (g = 980.6199 gals.).
 DX3413
 DX3413.The modeled gravity was interpolated from observed gravity values.
 DX3413
 DX3413;                    North         East    Units  Estimated Accuracy
 DX3413;SPC CA 5     -   553,720.    2,014,500.      MT  (+/- 180 meters Scaled)
 DX3413
 DX3413                          SUPERSEDED SURVEY CONTROL
 DX3413
 DX3413  NGVD 29 (??/??/92)  250.241  (m)          821.00   (f) ADJ UNCH    1 1
 DX3413
 DX3413.Superseded values are not recommended for survey control.
 DX3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3413.See file dsdata.txt to determine how the superseded data were derived.
 DX3413
 DX3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221607(NAD 83)
 DX3413_MARKER: DD = SURVEY DISK
 DX3413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3413_SP_SET: CONCRETE WALK
 DX3413_STAMPING: BM 67-3A 1973 RE 7078
 DX3413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3413
 DX3413  HISTORY     - Date     Condition        Report By
 DX3413  HISTORY     - 1973     MONUMENTED       CA-037
 DX3413  HISTORY     - 1974     GOOD             CA-037
 DX3413  HISTORY     - 1978     GOOD             NGS
 DX3413
 DX3413                          STATION DESCRIPTION
 DX3413
 DX3413'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3413'0.8 MI N FROM DIAMOND BAR.
 DX3413'PATHFINDER ROAD AND ORANGE FREEWAY (57) EAST OF BREA CANYON ROAD.  AT
 DX3413'NORTHWEST CORNER OF OVERPASS BRIDGE, SET FLUSH IN CONCRETE WALK.  7.5
 DX3413'FEET NORTH OF NORTH CURB.  21.0 FEET EAST OF WEST END OF WALK.  0.3
 DX3413'FOOT SOUTH OF NORTH RAILING OF BRIDGE.
 DX3413
 DX3413                          STATION RECOVERY (1978)
 DX3413
 DX3413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3413'PATHFINDER ROAD AND ORANGE FREEWAY (57) EAST OF BREA CANYON ROAD, AT
 DX3413'NORTHWEST CORNER OF OVERPASS BRIDGE, SET FLUSH IS CONCRETE WALK, 7.5
 DX3413'FT. NORTH OF NORTH CURB, 21.0 FT. EAST OF WEST END OF WALK, 0.3 FT.
 DX3413'SOUTH OF NORTH RAILING OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3412 ***********************************************************************
 DX3412  DESIGNATION -  67 4 A
 DX3412  PID         -  DX3412
 DX3412  STATE/COUNTY-  CA/LOS ANGELES
 DX3412  USGS QUAD   -  YORBA LINDA (1981)
 DX3412
 DX3412                         *CURRENT SURVEY CONTROL
 DX3412  ___________________________________________________________________
 DX3412* NAD 83(1986)-  33 59 00.     (N)    117 50 27.     (W)     SCALED    
 DX3412* NAVD 88     -       255.780  (meters)     839.17   (feet)  READJUSTED
 DX3412  ___________________________________________________________________
 DX3412  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DX3412  DYNAMIC HT  -         255.500 (meters)     838.25  (feet)  COMP
 DX3412  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 DX3412  OBS GRAVITY -     979,531.7   (mgal)                       GRAV_OBS
 DX3412
 DX3412  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3412
 DX3412.The horizontal coordinates were scaled from a topographic map and have
 DX3412.an estimated accuracy of +/- 6 seconds.
 DX3412
 DX3412.The orthometric height was determined by differential leveling
 DX3412.and adjusted in February 1993.
 DX3412.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3412.distribution rate of 0.0 thru 1.0 mm/km.
 DX3412.The height was derived from older observations constrained to new
 DX3412.heights in a crustal motion area.  The height is approximate in
 DX3412.relation to other heights in its vicinity.
 DX3412
 DX3412.The geoid height was determined by GEOID03.
 DX3412
 DX3412.The dynamic height is computed by dividing the NAVD 88
 DX3412.geopotential number by the normal gravity value computed on the
 DX3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3412.degrees latitude (g = 980.6199 gals.).
 DX3412
 DX3412.The modeled gravity was interpolated from observed gravity values.
 DX3412.The observed gravity was obtained from relative gravimeter ties
 DX3412.to the IGSN71 gravity network.
 DX3412
 DX3412;                    North         East    Units  Estimated Accuracy
 DX3412;SPC CA 5     -   553,630.    2,014,710.      MT  (+/- 180 meters Scaled)
 DX3412
 DX3412                          SUPERSEDED SURVEY CONTROL
 DX3412
 DX3412  NGVD 29 (??/??/92)  255.027  (m)          836.70   (f) ADJ UNCH    1 1
 DX3412
 DX3412.Superseded values are not recommended for survey control.
 DX3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3412.See file dsdata.txt to determine how the superseded data were derived.
 DX3412
 DX3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT223606(NAD 83)
 DX3412_MARKER: DD = SURVEY DISK
 DX3412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3412_SP_SET: CATCH BASIN
 DX3412_STAMPING: BM 67-4A 1973 RE 7078
 DX3412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3412
 DX3412  HISTORY     - Date     Condition        Report By
 DX3412  HISTORY     - 1973     MONUMENTED       CA-037
 DX3412  HISTORY     - 1974     GOOD             CA-037
 DX3412  HISTORY     - 1978     GOOD             NGS
 DX3412
 DX3412                          STATION DESCRIPTION
 DX3412
 DX3412'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3412'0.7 MI N FROM DIAMOND BAR.
 DX3412'BREA CANYON ROAD AND PATHFINDER.  398 FEET SOUTH OF CENTERLINE OF
 DX3412'PATHFINDER ON WEST SIDE OF BREA CANYON ROAD.  SET IN TOP OF NORTHEAST
 DX3412'CORNER OF A CONCRETE CATCH BASIN.  33 FEET WEST OF CENTERLINE OF BREA
 DX3412'CANYON ROAD AND 1.1 FOOT WEST OF WEST CURB.
 DX3412
 DX3412                          STATION RECOVERY (1978)
 DX3412
 DX3412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3411 ***********************************************************************
 DX3411  DESIGNATION -  67 5 A
 DX3411  PID         -  DX3411
 DX3411  STATE/COUNTY-  CA/LOS ANGELES
 DX3411  USGS QUAD   -  YORBA LINDA (1981)
 DX3411
 DX3411                         *CURRENT SURVEY CONTROL
 DX3411  ___________________________________________________________________
 DX3411* NAD 83(1986)-  33 58 39.     (N)    117 50 30.     (W)     SCALED    
 DX3411* NAVD 88     -       231.581  (meters)     759.78   (feet)  ADJUSTED  
 DX3411  ___________________________________________________________________
 DX3411  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DX3411  DYNAMIC HT  -         231.327 (meters)     758.95  (feet)  COMP
 DX3411  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 DX3411
 DX3411  VERT ORDER  -  FIRST     CLASS I
 DX3411
 DX3411.The horizontal coordinates were scaled from a topographic map and have
 DX3411.an estimated accuracy of +/- 6 seconds.
 DX3411
 DX3411.The orthometric height was determined by differential leveling
 DX3411.and adjusted in February 1997.
 DX3411
 DX3411.Photographs are available for this station.
 DX3411
 DX3411.The geoid height was determined by GEOID03.
 DX3411
 DX3411.The dynamic height is computed by dividing the NAVD 88
 DX3411.geopotential number by the normal gravity value computed on the
 DX3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3411.degrees latitude (g = 980.6199 gals.).
 DX3411
 DX3411.The modeled gravity was interpolated from observed gravity values.
 DX3411
 DX3411;                    North         East    Units  Estimated Accuracy
 DX3411;SPC CA 5     -   552,980.    2,014,630.      MT  (+/- 180 meters Scaled)
 DX3411
 DX3411                          SUPERSEDED SURVEY CONTROL
 DX3411
 DX3411  NAVD 88 (02/01/93)  231.581  (m)          759.78   (f) UNKNOWN     1 1
 DX3411  NGVD 29 (??/??/92)  230.828  (m)          757.31   (f) ADJ UNCH    1 1
 DX3411
 DX3411.Superseded values are not recommended for survey control.
 DX3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3411.See file dsdata.txt to determine how the superseded data were derived.
 DX3411
 DX3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT222599(NAD 83)
 DX3411_MARKER: DD = SURVEY DISK
 DX3411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3411_SP_SET: CATCH BASIN
 DX3411_STAMPING: BM 67-5A 1973 7078
 DX3411_MARK LOGO: CA-037
 DX3411_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX3411+STABILITY: SURFACE MOTION
 DX3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3411+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 DX3411
 DX3411  HISTORY     - Date     Condition        Report By
 DX3411  HISTORY     - 1973     MONUMENTED       CA-037
 DX3411  HISTORY     - 1974     GOOD             CA-037
 DX3411  HISTORY     - 1978     GOOD             NGS
 DX3411  HISTORY     - 19940426 GOOD             MWDSC
 DX3411  HISTORY     - 20060216 GOOD             JCLS
 DX3411
 DX3411                          STATION DESCRIPTION
 DX3411
 DX3411'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3411'0.5 MI NE FROM DIAMOND BAR.
 DX3411'BREA CANYON ROAD AND FOUNTAIN SPRINGS ROAD, 442.5 FEET SOUTH OF THE
 DX3411'APPARENT OF CENTERLINE PRODUCED OF FOUNTAIN SPRINGS ROAD AND 33.5 FEET
 DX3411'WEST OF CENTERLINE OF BREA CANYON ROAD.  SET IN TOP OF THE SOUTHEAST
 DX3411'CORNER OF A CONCRETE CATCH BASIN, 1.0 FOOT BACK OF CURB.
 DX3411
 DX3411                          STATION RECOVERY (1978)
 DX3411
 DX3411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3411'RECOVERED IN GOOD CONDITION.
 DX3411
 DX3411                          STATION RECOVERY (1994)
 DX3411
 DX3411'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3411'DIAMOND BAR, NEAR INTERSECTION OF BREA CANYON ROAD AND FOUNTAIN
 DX3411'SPRINGS ROAD, 442 FEET (134.7 M) SOUTH OF THE CENTER LINE OF FOUNTAIN
 DX3411'SPRINGS ROAD, 18 FEET (5.5 M) WEST OF THE CENTER LINE OF BREA CANYON
 DX3411'ROAD, 1 FOOT (0.3 M) BACK OF CURB, 72 FEET (21.9 M) NORTHWESTERLY FROM
 DX3411'POWER POLE NUMBER 1451606, FLUSH ON THE SOUTHEAST CORNER OF A 4 FT
 DX3411'(1.2 M) BY 8 FT (2.4 M) CONCRETE CATCH BASIN, A 2 3/4 INCH BRASS
 DX3411'SURVEY DISK STAMPED - BM 67-5A 1973 7078 - REFERENCE MWD FB 2011 02
 DX3411'031.
 DX3411
 DX3411                          STATION RECOVERY (2006)
 DX3411
 DX3411'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 DX3411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3410 ***********************************************************************
 DX3410  DESIGNATION -  67 6 A
 DX3410  PID         -  DX3410
 DX3410  STATE/COUNTY-  CA/LOS ANGELES
 DX3410  USGS QUAD   -  YORBA LINDA (1981)
 DX3410
 DX3410                         *CURRENT SURVEY CONTROL
 DX3410  ___________________________________________________________________
 DX3410* NAD 83(1986)-  33 58 31.     (N)    117 50 37.     (W)     SCALED    
 DX3410* NAVD 88     -       222.389  (meters)     729.62   (feet)  ADJUSTED  
 DX3410  ___________________________________________________________________
 DX3410  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DX3410  DYNAMIC HT  -         222.146 (meters)     728.82  (feet)  COMP
 DX3410  MODELED GRAV-     979,535.8   (mgal)                       NAVD 88
 DX3410
 DX3410  VERT ORDER  -  FIRST     CLASS I
 DX3410
 DX3410.The horizontal coordinates were scaled from a topographic map and have
 DX3410.an estimated accuracy of +/- 6 seconds.
 DX3410
 DX3410.The orthometric height was determined by differential leveling
 DX3410.and adjusted in February 1997.
 DX3410
 DX3410.The geoid height was determined by GEOID03.
 DX3410
 DX3410.The dynamic height is computed by dividing the NAVD 88
 DX3410.geopotential number by the normal gravity value computed on the
 DX3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3410.degrees latitude (g = 980.6199 gals.).
 DX3410
 DX3410.The modeled gravity was interpolated from observed gravity values.
 DX3410
 DX3410;                    North         East    Units  Estimated Accuracy
 DX3410;SPC CA 5     -   552,730.    2,014,450.      MT  (+/- 180 meters Scaled)
 DX3410
 DX3410                          SUPERSEDED SURVEY CONTROL
 DX3410
 DX3410  NAVD 88 (02/01/93)  222.388  (m)          729.62   (f) UNKNOWN     1 1
 DX3410  NGVD 29 (??/??/92)  221.635  (m)          727.15   (f) ADJ UNCH    1 1
 DX3410
 DX3410.Superseded values are not recommended for survey control.
 DX3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3410.See file dsdata.txt to determine how the superseded data were derived.
 DX3410
 DX3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT220597(NAD 83)
 DX3410_MARKER: DD = SURVEY DISK
 DX3410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3410_SP_SET: CATCH BASIN
 DX3410_STAMPING: BM 67-6A 1973
 DX3410_MARK LOGO: CA-037
 DX3410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX3410+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 DX3410
 DX3410  HISTORY     - Date     Condition        Report By
 DX3410  HISTORY     - 1973     MONUMENTED       CA-037
 DX3410  HISTORY     - 1974     GOOD             CA-037
 DX3410  HISTORY     - 1978     GOOD             NGS
 DX3410  HISTORY     - 19940426 GOOD             MWDSC
 DX3410
 DX3410                          STATION DESCRIPTION
 DX3410
 DX3410'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3410'0.2 MI N FROM DIAMOND BAR.
 DX3410'BREA CANYON ROAD AND COLD SPRING LANE, NORTHWEST CORNER.  SET IN TOP
 DX3410'OF THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN, 69.0 FEET NORTH OF
 DX3410'THE APPROXIMATE CENTERLINE OF COLD SPRING LANE, 20.0 FEET WEST OF THE
 DX3410'APPROXIMATE CENTERLINE OF BREA CANYON ROAD AND 0.9 FOOT BACK OF
 DX3410'WESTERLY CURB.
 DX3410
 DX3410                          STATION RECOVERY (1978)
 DX3410
 DX3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3410'RECOVERED IN GOOD CONDITION.
 DX3410
 DX3410                          STATION RECOVERY (1994)
 DX3410
 DX3410'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3410'RECOVERED IN GOOD CONDITION.  ADD--33.0 FEET (10.1 M) WEST OF THE
 DX3410'CENTER LINE OF BREA CANYON ROAD, IN THE NORTHEAST CORNER OF A 3.5 FT
 DX3410'(1.1 M) BY 4.5 FT (1.4 M) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3409 ***********************************************************************
 DX3409  DESIGNATION -  67 7 A
 DX3409  PID         -  DX3409
 DX3409  STATE/COUNTY-  CA/LOS ANGELES
 DX3409  USGS QUAD   -  YORBA LINDA (1981)
 DX3409
 DX3409                         *CURRENT SURVEY CONTROL
 DX3409  ___________________________________________________________________
 DX3409* NAD 83(1986)-  33 58 18.     (N)    117 50 50.     (W)     SCALED    
 DX3409* NAVD 88     -       215.433  (meters)     706.80   (feet)  ADJUSTED  
 DX3409  ___________________________________________________________________
 DX3409  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DX3409  DYNAMIC HT  -         215.198 (meters)     706.03  (feet)  COMP
 DX3409  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DX3409
 DX3409  VERT ORDER  -  FIRST     CLASS I
 DX3409
 DX3409.The horizontal coordinates were scaled from a topographic map and have
 DX3409.an estimated accuracy of +/- 6 seconds.
 DX3409
 DX3409.The orthometric height was determined by differential leveling
 DX3409.and adjusted in February 1997.
 DX3409
 DX3409.The geoid height was determined by GEOID03.
 DX3409
 DX3409.The dynamic height is computed by dividing the NAVD 88
 DX3409.geopotential number by the normal gravity value computed on the
 DX3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3409.degrees latitude (g = 980.6199 gals.).
 DX3409
 DX3409.The modeled gravity was interpolated from observed gravity values.
 DX3409
 DX3409;                    North         East    Units  Estimated Accuracy
 DX3409;SPC CA 5     -   552,330.    2,014,120.      MT  (+/- 180 meters Scaled)
 DX3409
 DX3409                          SUPERSEDED SURVEY CONTROL
 DX3409
 DX3409  NAVD 88 (02/01/93)  215.432  (m)          706.80   (f) UNKNOWN     1 1
 DX3409  NGVD 29 (??/??/92)  214.681  (m)          704.33   (f) ADJ UNCH    1 1
 DX3409
 DX3409.Superseded values are not recommended for survey control.
 DX3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3409.See file dsdata.txt to determine how the superseded data were derived.
 DX3409
 DX3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT217593(NAD 83)
 DX3409_MARKER: DD = SURVEY DISK
 DX3409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3409_SP_SET: CATCH BASIN
 DX3409_STAMPING: BM 67 7 A 1973 7078
 DX3409_MARK LOGO: CA-037
 DX3409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3409+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1994
 DX3409
 DX3409  HISTORY     - Date     Condition        Report By
 DX3409  HISTORY     - 1973     MONUMENTED       CA-037
 DX3409  HISTORY     - 1974     GOOD             CA-037
 DX3409  HISTORY     - 1978     GOOD             NGS
 DX3409  HISTORY     - 19940427 GOOD             MWDSC
 DX3409
 DX3409                          STATION DESCRIPTION
 DX3409
 DX3409'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3409'0.2 MI W FROM DIAMOND BAR.
 DX3409'BREA CANYON ROAD AND COOL SPRINGS DRIVE, WEST SIDE.  9.5 FEET
 DX3409'NORTHEAST OF CENTERLINE PRODUCED OF COOL SPRINGS DRIVE, 0.9 FOOT BACK
 DX3409'OF CURB.  SET IN TOP OF THE SOUTHEAST CORNER OF A CONCRETE CATCH
 DX3409'BASIN.
 DX3409
 DX3409                          STATION RECOVERY (1978)
 DX3409
 DX3409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3409'RECOVERED IN GOOD CONDITION.
 DX3409
 DX3409                          STATION RECOVERY (1994)
 DX3409
 DX3409'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3409'RECOVERED IN GOOD CONDITION.  ADD--20 FEET (6.1 M) WEST OF THE CENTER
 DX3409'LINE OF BREA CANYON ROAD,  ON TOP SOUTHEAST CORNER OF A 16 FT (4.9 M)
 DX3409'BY 4 FT (1.2 M) CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3407 ***********************************************************************
 DX3407  DESIGNATION -  67 8 B
 DX3407  PID         -  DX3407
 DX3407  STATE/COUNTY-  CA/LOS ANGELES
 DX3407  USGS QUAD   -  YORBA LINDA (1981)
 DX3407
 DX3407                         *CURRENT SURVEY CONTROL
 DX3407  ___________________________________________________________________
 DX3407* NAD 83(1986)-  33 58 02.     (N)    117 50 51.     (W)     SCALED    
 DX3407* NAVD 88     -       205.156  (meters)     673.08   (feet)  READJUSTED
 DX3407  ___________________________________________________________________
 DX3407  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DX3407  DYNAMIC HT  -         204.930 (meters)     672.34  (feet)  COMP
 DX3407  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 DX3407
 DX3407  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3407
 DX3407.The horizontal coordinates were scaled from a topographic map and have
 DX3407.an estimated accuracy of +/- 6 seconds.
 DX3407
 DX3407.The orthometric height was determined by differential leveling
 DX3407.and adjusted in February 1993.
 DX3407.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3407.distribution rate of 0.0 thru 1.0 mm/km.
 DX3407.The height was derived from older observations constrained to new
 DX3407.heights in a crustal motion area.  The height is approximate in
 DX3407.relation to other heights in its vicinity.
 DX3407
 DX3407.The geoid height was determined by GEOID03.
 DX3407
 DX3407.The dynamic height is computed by dividing the NAVD 88
 DX3407.geopotential number by the normal gravity value computed on the
 DX3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3407.degrees latitude (g = 980.6199 gals.).
 DX3407
 DX3407.The modeled gravity was interpolated from observed gravity values.
 DX3407
 DX3407;                    North         East    Units  Estimated Accuracy
 DX3407;SPC CA 5     -   551,840.    2,014,090.      MT  (+/- 180 meters Scaled)
 DX3407
 DX3407                          SUPERSEDED SURVEY CONTROL
 DX3407
 DX3407  NGVD 29 (??/??/92)  204.406  (m)          670.62   (f) ADJ UNCH    1 1
 DX3407
 DX3407.Superseded values are not recommended for survey control.
 DX3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3407.See file dsdata.txt to determine how the superseded data were derived.
 DX3407
 DX3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT217588(NAD 83)
 DX3407_MARKER: DD = SURVEY DISK
 DX3407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3407_SP_SET: CATCH BASIN
 DX3407_STAMPING: BM 67-8B 1973 RE 7078
 DX3407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3407
 DX3407  HISTORY     - Date     Condition        Report By
 DX3407  HISTORY     - 1973     MONUMENTED       CA-037
 DX3407  HISTORY     - 1974     GOOD             CA-037
 DX3407  HISTORY     - 1978     GOOD             NGS
 DX3407
 DX3407                          STATION DESCRIPTION
 DX3407
 DX3407'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 DX3407'0.5 MI SW FROM DIAMOND BAR.
 DX3407'BREA CANYON ROAD AND DIAMOND BAR BOULEVARD.  440 FEET MORE OR LESS
 DX3407'SOUTH OF THE CENTERLINE OF DIAMOND BAR BOULEVARD AND 65 FEET WEST OF
 DX3407'EAST CURB OF BREA CANYON ROAD, SET IN TOP OF THE SOUTHEAST CORNER OF A
 DX3407'CONCRETE CATCH BASIN, 0.9 FOOT BACK OF CURB LINE AND 3.5 FEET
 DX3407'NORTHEASTERLY OF A FIRE HYDRANT.
 DX3407
 DX3407                          STATION RECOVERY (1978)
 DX3407
 DX3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2141 ***********************************************************************
 JS2141  DESIGNATION -  67 B 13
 JS2141  PID         -  JS2141
 JS2141  STATE/COUNTY-  CA/YOLO
 JS2141  USGS QUAD   -  DUNNIGAN (1992)
 JS2141
 JS2141                         *CURRENT SURVEY CONTROL
 JS2141  ___________________________________________________________________
 JS2141* NAD 83(1986)-  38 53 07.     (N)    121 58 12.     (W)     SCALED    
 JS2141* NAVD 88     -        21.27   (+/-2cm)      69.8    (feet)  VERTCON   
 JS2141  ___________________________________________________________________
 JS2141  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JS2141  VERT ORDER  -  THIRD (See Below)
 JS2141
 JS2141.The horizontal coordinates were scaled from a topographic map and have
 JS2141.an estimated accuracy of +/- 6 seconds.
 JS2141
 JS2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2141.The vertical order pertains to the NGVD 29 superseded value.
 JS2141
 JS2141.The geoid height was determined by GEOID03.
 JS2141
 JS2141;                    North         East    Units  Estimated Accuracy
 JS2141;SPC CA 2     -   635,270.    2,002,600.      MT  (+/- 180 meters Scaled)
 JS2141
 JS2141                          SUPERSEDED SURVEY CONTROL
 JS2141
 JS2141  NGVD 29 (??/??/??)   20.51   (m)           67.3    (f) RESET       3  
 JS2141
 JS2141.Superseded values are not recommended for survey control.
 JS2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2141.See file dsdata.txt to determine how the superseded data were derived.
 JS2141
 JS2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ893045(NAD 83)
 JS2141_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JS2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2141_STAMPING: 67 B 13 1904
 JS2141_MARK LOGO: USGS  
 JS2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2141+STABILITY: SURFACE MOTION
 JS2141
 JS2141  HISTORY     - Date     Condition        Report By
 JS2141  HISTORY     - 1904     MONUMENTED       CGS
 JS2141  HISTORY     - 1967     GOOD             NGS
 JS2141
 JS2141                          STATION DESCRIPTION
 JS2141
 JS2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JS2141'AT DUNNIGAN.
 JS2141'AT DUNNIGAN, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 44
 JS2141'FEET SOUTH OF THE CENTER OF THE CROSSING OF MAIN STREET, 37.6
 JS2141'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 32 FEET
 JS2141'SOUTH OF THE CENTER LINE OF THE STREET, 43.0 FEET NORTHEAST OF
 JS2141'THE NORTHEAST RAIL OF A SPUR TRACK, 1.3 FEET SOUTH OF A WITNESS
 JS2141'POST, ABOUT LEVEL WITH THE STREET, AND RIVETED ON THE TOP OF AN
 JS2141'IRON PIPE WHICH IS ENCASED IN A CONCRETE POST PROJECTING 0.4
 JS2141'FOOT ABOVE THE GROUND.  NOTE-- SLANTING DISK ROD WAS HELD
 JS2141'OVER LETTER S IN SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0765 ***********************************************************************
 HS0765  DESIGNATION -  67 B USGS
 HS0765  PID         -  HS0765
 HS0765  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0765  USGS QUAD   -  PETERS (1994)
 HS0765
 HS0765                         *CURRENT SURVEY CONTROL
 HS0765  ___________________________________________________________________
 HS0765* NAD 83(1986)-  37 53 26.     (N)    121 06 38.     (W)     SCALED    
 HS0765* NAVD 88     -        21.07   (+/-2cm)      69.1    (feet)  VERTCON   
 HS0765  ___________________________________________________________________
 HS0765  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 HS0765  VERT ORDER  -  THIRD (See Below)
 HS0765
 HS0765.The horizontal coordinates were scaled from a topographic map and have
 HS0765.an estimated accuracy of +/- 6 seconds.
 HS0765
 HS0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0765.The vertical order pertains to the NGVD 29 superseded value.
 HS0765
 HS0765.The geoid height was determined by GEOID03.
 HS0765
 HS0765;                    North         East    Units  Estimated Accuracy
 HS0765;SPC CA 3     -   654,500.    1,946,300.      MT  (+/- 180 meters Scaled)
 HS0765
 HS0765                          SUPERSEDED SURVEY CONTROL
 HS0765
 HS0765  NGVD 29 (??/??/??)   20.37   (m)           66.8    (f) RESET       3  
 HS0765
 HS0765.Superseded values are not recommended for survey control.
 HS0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0765.See file dsdata.txt to determine how the superseded data were derived.
 HS0765
 HS0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG661953(NAD 83)
 HS0765_MARKER: P = PIPE CAP
 HS0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0765_STAMPING: 67 B 1911
 HS0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0765
 HS0765  HISTORY     - Date     Condition        Report By
 HS0765  HISTORY     - 1911     MONUMENTED       USGS
 HS0765  HISTORY     - 1963     GOOD             NGS
 HS0765
 HS0765                          STATION DESCRIPTION
 HS0765
 HS0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS0765'2.2 MI SE FROM COLLEGEVILLE.
 HS0765'2.2 MILES SOUTHEAST ALONG MARIPOSA ROAD FROM THE INTERSECTION
 HS0765'OF JACK TONE ROAD AT COLLEGEVILLE, 37 FEET SOUTHWEST OF THE
 HS0765'CENTER OF THE JUNCTION OF MURPHY ROAD, 35 FEET SOUTH-SOUTHWEST
 HS0765'OF THE CENTER LINE OF MARIPOSA ROAD, 23 FEET WEST OF THE CENTER
 HS0765'LINE OF MURPHY ROAD, 3 FEET NORTHWEST OF A FENCE CORNER POST,
 HS0765'1.6 FEET SOUTHWEST OF A ROAD SIGN POST, 0.6 FOOT SOUTH OF A
 HS0765'WITNESS POST, AND A CAP RIVITED ON THE TOP OF A 3-INCH IRON PIPE
 HS0765'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5837 ***********************************************************************
 EW5837  DESIGNATION -  67 FMK USGS
 EW5837  PID         -  EW5837
 EW5837  STATE/COUNTY-  CA/VENTURA
 EW5837  USGS QUAD   -  VENTURA (1967)
 EW5837
 EW5837                         *CURRENT SURVEY CONTROL
 EW5837  ___________________________________________________________________
 EW5837* NAD 83(1986)-  34 19 16.     (N)    119 17 23.     (W)     SCALED    
 EW5837* NAVD 88     -        46.227  (meters)     151.66   (feet)  ADJUSTED  
 EW5837  ___________________________________________________________________
 EW5837  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 EW5837  DYNAMIC HT  -          46.178 (meters)     151.50  (feet)  COMP
 EW5837  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 EW5837
 EW5837  VERT ORDER  -  FIRST     CLASS I
 EW5837
 EW5837.The horizontal coordinates were scaled from a topographic map and have
 EW5837.an estimated accuracy of +/- 6 seconds.
 EW5837
 EW5837.The orthometric height was determined by differential leveling
 EW5837.and adjusted in June 1991.
 EW5837.WARNING-Repeat measurements at this control monument indicate possible
 EW5837.vertical movement.
 EW5837
 EW5837.The geoid height was determined by GEOID03.
 EW5837
 EW5837.The dynamic height is computed by dividing the NAVD 88
 EW5837.geopotential number by the normal gravity value computed on the
 EW5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5837.degrees latitude (g = 980.6199 gals.).
 EW5837
 EW5837.The modeled gravity was interpolated from observed gravity values.
 EW5837
 EW5837;                    North         East    Units  Estimated Accuracy
 EW5837;SPC CA 5     -   591,840.    1,881,310.      MT  (+/- 180 meters Scaled)
 EW5837
 EW5837                          SUPERSEDED SURVEY CONTROL
 EW5837
 EW5837  NGVD 29 (??/??/92)   45.461  (m)          149.15   (f) ADJ UNCH    1 1
 EW5837
 EW5837.Superseded values are not recommended for survey control.
 EW5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5837.See file dsdata.txt to determine how the superseded data were derived.
 EW5837
 EW5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU893001(NAD 83)
 EW5837_MARKER: DB = BENCH MARK DISK
 EW5837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5837_SP_SET: HEADWALL
 EW5837_STAMPING: 67 FMK 1973
 EW5837
 EW5837  HISTORY     - Date     Condition        Report By
 EW5837  HISTORY     - UNK      MONUMENTED
 EW5837  HISTORY     - 1977     GOOD             NGS
 EW5837  HISTORY     - 1983     GOOD             USGS
 EW5837
 EW5837                          STATION DESCRIPTION
 EW5837
 EW5837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5837'4.05 MI NORTH FROM VENTURA.
 EW5837'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5837'THENCE 3.1 MILES NORTH ALONG VENTURA AVENUE, 0.25 MILE NORTH OF THE
 EW5837'JUNCTION OF SHELL ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF ORCHARD ROAD
 EW5837'99.4 FT. WEST OF THE NORTHWEST CORNER OF OIL WELL PUMP 33, 73.8 FT.
 EW5837'ACROSS THE AVENUE AND SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 EW5837'RETAINING WALL PROJECTING 2 FT., 32.8 FT. NORTH OF A INCH PALM
 EW5837'TREE, 26.0 FT. EAST OF THE CENTER LINE OF THE AVENUE, IN THE TOP AND
 EW5837'0.7 FT. NORTH OF THE SOUTH END OF A 16-FT. HEAD WALL TO AN 8-FT. BOX
 EW5837'CULVERT.
 EW5837
 EW5837                          STATION RECOVERY (1983)
 EW5837
 EW5837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0625 ***********************************************************************
 DW0625  DESIGNATION -  67 GWM
 DW0625  PID         -  DW0625
 DW0625  STATE/COUNTY-  CA/IMPERIAL
 DW0625  USGS QUAD   -  NINEMILE WASH (1988)
 DW0625
 DW0625                         *CURRENT SURVEY CONTROL
 DW0625  ___________________________________________________________________
 DW0625* NAD 83(1986)-  33 07 14.     (N)    114 53 13.     (W)     SCALED    
 DW0625* NAVD 88     -       337.05   (+/-2cm)    1105.8    (feet)  VERTCON   
 DW0625  ___________________________________________________________________
 DW0625  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DW0625  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0625
 DW0625.The horizontal coordinates were scaled from a topographic map and have
 DW0625.an estimated accuracy of +/- 6 seconds.
 DW0625
 DW0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0625.The vertical order pertains to the NGVD 29 superseded value.
 DW0625
 DW0625.The geoid height was determined by GEOID03.
 DW0625
 DW0625;                    North         East    Units  Estimated Accuracy
 DW0625;SPC CA 6     -   606,620.    2,127,200.      MT  (+/- 180 meters Scaled)
 DW0625
 DW0625                          SUPERSEDED SURVEY CONTROL
 DW0625
 DW0625  NGVD 29 (??/??/92)  336.28   (m)         1103.3    (f) COMPUTED    1 1
 DW0625
 DW0625.Superseded values are not recommended for survey control.
 DW0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0625.See file dsdata.txt to determine how the superseded data were derived.
 DW0625
 DW0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS971666(NAD 83)
 DW0625_MARKER: DD = SURVEY DISK
 DW0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DW0625_STAMPING: 67 GWM 1949 1104
 DW0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0625+STABILITY: SURFACE MOTION
 DW0625
 DW0625  HISTORY     - Date     Condition        Report By
 DW0625  HISTORY     - 1949     MONUMENTED       USGS
 DW0625  HISTORY     - 1972     GOOD             NGS
 DW0625
 DW0625                          STATION DESCRIPTION
 DW0625
 DW0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DW0625'26.4 MI SW FROM PALO VERDE.
 DW0625'11.9 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE
 DW0625'AT PALO VERDE, THENCE 0.9 MILE WEST ALONG MILPITAS WASH ROAD,
 DW0625'THENCE 13.55 MILES SOUTH ALONG THE OLD PALO VERDE ROAD, AT THE
 DW0625'INTERSECTION OF A DIRT ROAD, 14 FEET NORTH OF THE CENTER LINE OF
 DW0625'THE DIRT ROAD, 83.9 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 DW0625'78 WHICH PARALLELS OLD PALO VERDE ROAD AT THIS POINT, 3.3 FEET
 DW0625'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 DW0625'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 DW0625'SECTION 17, T12S, R20E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1766 ***********************************************************************
 AE1766  DESIGNATION -  67 LLR
 AE1766  PID         -  AE1766
 AE1766  STATE/COUNTY-  CA/LOS ANGELES
 AE1766  USGS QUAD   -  INGLEWOOD (1981)
 AE1766
 AE1766                         *CURRENT SURVEY CONTROL
 AE1766  ___________________________________________________________________
 AE1766* NAD 83(1986)-  33 52 49.     (N)    118 19 05.     (W)     SCALED    
 AE1766* NAVD 88     -        13.561  (meters)      44.49   (feet)  ADJUSTED  
 AE1766  ___________________________________________________________________
 AE1766  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AE1766  DYNAMIC HT  -          13.547 (meters)      44.45  (feet)  COMP
 AE1766  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 AE1766
 AE1766  VERT ORDER  -  FIRST     CLASS II
 AE1766
 AE1766.The horizontal coordinates were scaled from a topographic map and have
 AE1766.an estimated accuracy of +/- 6 seconds.
 AE1766
 AE1766.The orthometric height was determined by differential leveling
 AE1766.and adjusted in October 1997.
 AE1766
 AE1766.The geoid height was determined by GEOID03.
 AE1766
 AE1766.The dynamic height is computed by dividing the NAVD 88
 AE1766.geopotential number by the normal gravity value computed on the
 AE1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1766.degrees latitude (g = 980.6199 gals.).
 AE1766
 AE1766.The modeled gravity was interpolated from observed gravity values.
 AE1766
 AE1766;                    North         East    Units  Estimated Accuracy
 AE1766;SPC CA 5     -   542,230.    1,970,570.      MT  (+/- 180 meters Scaled)
 AE1766
 AE1766                          SUPERSEDED SURVEY CONTROL
 AE1766
 AE1766.No superseded survey control is available for this station.
 AE1766
 AE1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT781496(NAD 83)
 AE1766_MARKER: DB = BENCH MARK DISK
 AE1766_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1766_SP_SET: CURB
 AE1766_STAMPING: 67 LLR 1967
 AE1766_MARK LOGO: MWDSC 
 AE1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1766+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 AE1766
 AE1766  HISTORY     - Date     Condition        Report By
 AE1766  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1766  HISTORY     - 19960105 GOOD             MWDSC
 AE1766  HISTORY     - 20060329 GOOD             CA1980
 AE1766
 AE1766                          STATION DESCRIPTION
 AE1766
 AE1766'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1996 (DEL)
 AE1766'LOS ANGELES, CA GO SOUTH ON 110 FWY AND EXIT AT 91 FWY (ARTESIA BLVD)
 AE1766'.  TURN RIGHT AND GO WEST TO VAN NESS AVE.  TURN RIGHT AND GO NORTH ON
 AE1766'VAN NESS AVE 0.5 MI (0.8 KM) TO INTERSECTION WITH 166TH ST.  THE
 AE1766'MONUMENT IS ON THE NORTHEAST SIDE OF SAID INTERSECTION, 28 FT (8.5 M)
 AE1766'NORTH OF C/L 166TH ST, 1.5 FT (0.5 M) SOUTH OF PP (NO NUMBER) , 45 FT
 AE1766'(13.7 M) EAST OF CHINESE ELM TREE.  FOUND A 3.25 INCH STD MWD BCM
 AE1766'STAMPED 67 LLR 1967 FLUSH ON TOP OF CURB.  REF MWD FB 4034 02 011.
 AE1766
 AE1766                          STATION RECOVERY (2006)
 AE1766
 AE1766'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 2006 (RH)
 AE1766'RECOVERED AS PREVIOUSLY DESCRIBED NEAR POWER POLE NUMBER 812287E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1399 ***********************************************************************
 JT1399  DESIGNATION -  67 M
 JT1399  PID         -  JT1399
 JT1399  STATE/COUNTY-  CA/SONOMA
 JT1399  USGS QUAD   -  ARCHED ROCK (1977)
 JT1399
 JT1399                         *CURRENT SURVEY CONTROL
 JT1399  ___________________________________________________________________
 JT1399* NAD 83(1986)-  38 28 46.     (N)    123 09 51.     (W)     SCALED    
 JT1399* NAVD 88     -       183.25   (+/-2cm)     601.2    (feet)  VERTCON   
 JT1399  ___________________________________________________________________
 JT1399  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JT1399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1399
 JT1399.The horizontal coordinates were scaled from a topographic map and have
 JT1399.an estimated accuracy of +/- 6 seconds.
 JT1399
 JT1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1399.The vertical order pertains to the NGVD 29 superseded value.
 JT1399
 JT1399.The geoid height was determined by GEOID03.
 JT1399
 JT1399;                    North         East    Units  Estimated Accuracy
 JT1399;SPC CA 2     -   590,870.    1,898,420.      MT  (+/- 180 meters Scaled)
 JT1399
 JT1399                          SUPERSEDED SURVEY CONTROL
 JT1399
 JT1399  NGVD 29 (??/??/92)  182.38   (m)          598.4    (f) COMPUTED    2 0
 JT1399
 JT1399.Superseded values are not recommended for survey control.
 JT1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1399.See file dsdata.txt to determine how the superseded data were derived.
 JT1399
 JT1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH856590(NAD 83)
 JT1399_MARKER: DD = SURVEY DISK
 JT1399_SETTING: 80 = SET IN A BOULDER
 JT1399_SP_SET: BOULDER
 JT1399_STAMPING: 596 67 M 1933
 JT1399_MARK LOGO: USGS  
 JT1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1399+STABILITY: SURFACE MOTION
 JT1399
 JT1399  HISTORY     - Date     Condition        Report By
 JT1399  HISTORY     - 1933     MONUMENTED       USGS
 JT1399  HISTORY     - 1942     GOOD             CGS
 JT1399  HISTORY     - 1987     GOOD             USPSQD
 JT1399
 JT1399                          STATION DESCRIPTION
 JT1399
 JT1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT1399'5 MI NW FROM JENNER.
 JT1399'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE
 JT1399'AT JENNER, SONOMA COUNTY, ABOUT 220 FEET WEST OF THE JUNCTION OF
 JT1399'THE SEAVIEW ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 JT1399'HIGHWAY, 13 FEET SOUTHWEST OF A FENCE, IN THE TOP OF A BOULDER,
 JT1399'AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 JT1399'GEOLOGICAL SURVEY STANDARD DISK, STAMPED---596 67 M 1933---.
 JT1399
 JT1399                          STATION RECOVERY (1987)
 JT1399
 JT1399'RECOVERY NOTE BY US POWER SQUADRON 1987 (TM)
 JT1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1532 ***********************************************************************
 JS1532  DESIGNATION -  67 USE
 JS1532  PID         -  JS1532
 JS1532  STATE/COUNTY-  CA/SACRAMENTO
 JS1532  USGS QUAD   -  COURTLAND (1993)
 JS1532
 JS1532                         *CURRENT SURVEY CONTROL
 JS1532  ___________________________________________________________________
 JS1532* NAD 83(1986)-  38 22 05.     (N)    121 31 03.     (W)     SCALED    
 JS1532* NAVD 88     -         2.82   (+/-2cm)       9.3    (feet)  VERTCON   
 JS1532  ___________________________________________________________________
 JS1532  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JS1532  VERT ORDER  -  THIRD (See Below)
 JS1532
 JS1532.The horizontal coordinates were scaled from a topographic map and have
 JS1532.an estimated accuracy of +/- 6 seconds.
 JS1532
 JS1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1532.The vertical order pertains to the NGVD 29 superseded value.
 JS1532
 JS1532.The geoid height was determined by GEOID03.
 JS1532
 JS1532;                    North         East    Units  Estimated Accuracy
 JS1532;SPC CA 2     -   577,970.    2,042,170.      MT  (+/- 180 meters Scaled)
 JS1532
 JS1532                          SUPERSEDED SURVEY CONTROL
 JS1532
 JS1532  NGVD 29 (??/??/??)    2.07   (m)            6.8    (f) RESET       3  
 JS1532
 JS1532.Superseded values are not recommended for survey control.
 JS1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1532.See file dsdata.txt to determine how the superseded data were derived.
 JS1532
 JS1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH295476(NAD 83)
 JS1532_MARKER: P = PIPE CAP
 JS1532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1532_STAMPING: 67 10.08
 JS1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1532
 JS1532  HISTORY     - Date     Condition        Report By
 JS1532  HISTORY     - UNK      MONUMENTED       DOD
 JS1532  HISTORY     - 1966     GOOD             NGS
 JS1532
 JS1532                          STATION DESCRIPTION
 JS1532
 JS1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JS1532'AT HOOD.
 JS1532'AT HOOD, 69 1/2 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 JS1532'OF HOOD-FRANKLIN ROAD AND 3RD STREET, IN A PRIVATE LAWN, 32
 JS1532'FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET EAST OF THE
 JS1532'CENTER LINE OF THE STREET, 23.7 FEET SOUTH-SOUTHWEST OF THE
 JS1532'SOUTHWEST CORNER OF A GARAGE, 16.3 FEET SOUTHEAST OF THE
 JS1532'SOUTHEAST CORNER OF A METAL BUILDING, 10 1/2 FEET SOUTH OF A
 JS1532'16-INCH TREE, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE
 JS1532'TOP OF AN IRON PIPE ENCASED IN CONCRETE PROJECTING 0.6 FOOT ABOVE
 JS1532'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0225 ***********************************************************************
 HS0225  DESIGNATION -  67 USGS
 HS0225  PID         -  HS0225
 HS0225  STATE/COUNTY-  CA/STANISLAUS
 HS0225  USGS QUAD   -  SALIDA (1987)
 HS0225
 HS0225                         *CURRENT SURVEY CONTROL
 HS0225  ___________________________________________________________________
 HS0225* NAD 83(1986)-  37 42 53.     (N)    121 05 31.     (W)     SCALED    
 HS0225* NAVD 88     -        21.23   (+/-2cm)      69.7    (feet)  VERTCON   
 HS0225  ___________________________________________________________________
 HS0225  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 HS0225  VERT ORDER  -  THIRD (See Below)
 HS0225
 HS0225.The horizontal coordinates were scaled from a topographic map and have
 HS0225.an estimated accuracy of +/- 6 seconds.
 HS0225
 HS0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0225.The vertical order pertains to the NGVD 29 superseded value.
 HS0225
 HS0225.The geoid height was determined by GEOID03.
 HS0225
 HS0225;                    North         East    Units  Estimated Accuracy
 HS0225;SPC CA 3     -   634,980.    1,947,810.      MT  (+/- 180 meters Scaled)
 HS0225
 HS0225                          SUPERSEDED SURVEY CONTROL
 HS0225
 HS0225  NGVD 29 (??/??/??)   20.51   (m)           67.3    (f) RESET       3  
 HS0225
 HS0225.Superseded values are not recommended for survey control.
 HS0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0225.See file dsdata.txt to determine how the superseded data were derived.
 HS0225
 HS0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG681758(NAD 83)
 HS0225_MARKER: P = PIPE CAP
 HS0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0225_STAMPING: 67.018 B 1901
 HS0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0225
 HS0225  HISTORY     - Date     Condition        Report By
 HS0225  HISTORY     - 1901     MONUMENTED       USGS
 HS0225  HISTORY     - 1935     GOOD             NGS
 HS0225
 HS0225                          STATION DESCRIPTION
 HS0225
 HS0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS0225'0.8 MI NW FROM SALIDA.
 HS0225'IN STANISLAUS COUNTY, CALIFORNIA, ABOUT 0.8 MILE NORTHWEST ALONG
 HS0225'THE SOUTHERN PACIFIC RAILROAD FROM SALIDA, STANISLAUS COUNTY, AND
 HS0225'ABOUT 2.7 MILES SOUTHEAST OF RIPON, SAN JOAQUIN COUNTY, 455 FEET
 HS0225'SOUTHEAST OF BLOCK SIGNAL 1058, 300 FEET SOUTHEAST OF AND ACROSS
 HS0225'THE HIGHWAY FROM THE PERRONE RANCH HOUSE, 46.5 FEET NORTHEAST OF
 HS0225'THE TRACK, OPPOSITE POLE 1524, AND 31 FEET SOUTHWEST OF THE
 HS0225'CENTERLINE OF U.S. HIGHWAY 99, AT THE RIGHT OF WAY FENCE.  A USGS
 HS0225'STANDARD CAP, STAMPED 67.018 B 1901 AND RIVETED ON THE TOP OF A
 HS0225'3 1/2-INCH IRON PIPE, 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1191 ***********************************************************************
 HT1191  DESIGNATION -  67 USN
 HT1191  PID         -  HT1191
 HT1191  STATE/COUNTY-  CA/SANTA CLARA
 HT1191  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1191
 HT1191                         *CURRENT SURVEY CONTROL
 HT1191  ___________________________________________________________________
 HT1191* NAD 83(1986)-  37 25 20.     (N)    122 03 23.     (W)     SCALED    
 HT1191* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 HT1191  ___________________________________________________________________
 HT1191  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT1191  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1191
 HT1191.The horizontal coordinates were scaled from a topographic map and have
 HT1191.an estimated accuracy of +/- 6 seconds.
 HT1191
 HT1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1191.The vertical order pertains to the NGVD 29 superseded value.
 HT1191
 HT1191.The geoid height was determined by GEOID03.
 HT1191
 HT1191;                    North         East    Units  Estimated Accuracy
 HT1191;SPC CA 3     -   603,490.    1,862,250.      MT  (+/- 180 meters Scaled)
 HT1191
 HT1191                          SUPERSEDED SURVEY CONTROL
 HT1191
 HT1191  NGVD 29 (??/??/92)    1.370  (m)            4.49   (f) ADJ UNCH    1 2
 HT1191
 HT1191.Superseded values are not recommended for survey control.
 HT1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1191.See file dsdata.txt to determine how the superseded data were derived.
 HT1191
 HT1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG834421(NAD 83)
 HT1191_MARKER: Z = SEE DESCRIPTION
 HT1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1191_STAMPING: 67
 HT1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1191+STABILITY: SURFACE MOTION
 HT1191
 HT1191  HISTORY     - Date     Condition        Report By
 HT1191  HISTORY     - UNK      MONUMENTED       DOD
 HT1191  HISTORY     - 1960     GOOD             NGS
 HT1191  HISTORY     - 1967     GOOD             NGS
 HT1191
 HT1191                          STATION DESCRIPTION
 HT1191
 HT1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HT1191'AT MOFFETT FIELD.
 HT1191'AT MOFFETT FIELD, ABOUT 0.6 MILE NORTHWEST OF THE NORTHWEST END
 HT1191'OF HANGAR NO. 1, ALONG PATROL ROAD, 0.2 MILE SOUTH OF THE JUNCTION
 HT1191'OF ZOOK ROAD, AT THE NORTHWEST SIDE OF A RECREATION AREA,
 HT1191'49.8 FEET SOUTHEAST OF THE BOUNDARY FENCE, 24.9 FEET SOUTHEAST OF
 HT1191'THE SOUTHEAST CURB OF A 3-FOOT CONCRETE DRAINAGE DITCH, 8-1/2 FEET
 HT1191'NORTHWEST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 HT1191'ENCASED BY A 12-INCH CONCRETE PIPE WITH AN IRON COVER, AND SET IN
 HT1191'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 HT1191
 HT1191                          STATION RECOVERY (1967)
 HT1191
 HT1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4232 ***********************************************************************
 GU4232  DESIGNATION -  67.40=219
 GU4232  PID         -  GU4232
 GU4232  STATE/COUNTY-  CA/SANTA CRUZ
 GU4232  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4232
 GU4232                         *CURRENT SURVEY CONTROL
 GU4232  ___________________________________________________________________
 GU4232* NAD 83(1986)-  36 56 36.     (N)    121 48 56.     (W)     SCALED    
 GU4232* NAVD 88     -        21.463  (meters)      70.42   (feet)  ADJUSTED  
 GU4232  ___________________________________________________________________
 GU4232  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU4232  DYNAMIC HT  -          21.447 (meters)      70.36  (feet)  COMP
 GU4232  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 GU4232
 GU4232  VERT ORDER  -  FIRST     CLASS II
 GU4232
 GU4232.The horizontal coordinates were scaled from a topographic map and have
 GU4232.an estimated accuracy of +/- 6 seconds.
 GU4232
 GU4232.The orthometric height was determined by differential leveling
 GU4232.and adjusted in February 1993.
 GU4232
 GU4232.The geoid height was determined by GEOID03.
 GU4232
 GU4232.The dynamic height is computed by dividing the NAVD 88
 GU4232.geopotential number by the normal gravity value computed on the
 GU4232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4232.degrees latitude (g = 980.6199 gals.).
 GU4232
 GU4232.The modeled gravity was interpolated from observed gravity values.
 GU4232
 GU4232;                    North         East    Units  Estimated Accuracy
 GU4232;SPC CA 3     -   550,030.    1,882,810.      MT  (+/- 180 meters Scaled)
 GU4232
 GU4232                          SUPERSEDED SURVEY CONTROL
 GU4232
 GU4232  NGVD 29 (10/21/93)   20.631  (m)           67.69   (f) ADJUSTED    1 2
 GU4232
 GU4232.Superseded values are not recommended for survey control.
 GU4232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4232.See file dsdata.txt to determine how the superseded data were derived.
 GU4232
 GU4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF054892(NAD 83)
 GU4232_MARKER: DD = SURVEY DISK
 GU4232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4232_SP_SET: CONCRETE POST
 GU4232_STAMPING: B.M 67.40 LVR.1
 GU4232_MARK LOGO: CA-087
 GU4232_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4232+STABILITY: SURFACE MOTION
 GU4232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4232+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GU4232
 GU4232  HISTORY     - Date     Condition        Report By
 GU4232  HISTORY     - UNK      MONUMENTED       CA-087
 GU4232  HISTORY     - 19900418 GOOD             NGS
 GU4232
 GU4232                          STATION DESCRIPTION
 GU4232
 GU4232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4232'0.9 KM (0.6 MI) NORTHWESTERLY ALONG FREEDOM BOULEVARD FROM ITS
 GU4232'JUNCTION WITH GREEN VALLEY ROAD IN FREEDOM, THENCE 2.7 KM (1.7 MI)
 GU4232'WESTERLY ALONG BUENA VISTA DRIVE, THENCE 0.95 KM (0.59 MI) WESTERLY
 GU4232'ALONG LARKIN VALLEY ROAD, THENCE 0.04 KM (0.02 MI) SOUTHERLY ALONG
 GU4232'CARSON LANE, 2.5 M (8.2 FT) EAST OF THE CENTER OF THE LANE, 2.0 M
 GU4232'(6.6 FT) SOUTH OF A TRIPLE TRUNKED EUCALYPTUS TREE, 0.6 M (2.0 FT)
 GU4232'WEST OF A FENCE, AND IN A CONCRETE MONUMENT LEVEL WITH THE LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1508 ***********************************************************************
 KT1508  DESIGNATION -  672.13
 KT1508  PID         -  KT1508
 KT1508  STATE/COUNTY-  CA/MENDOCINO
 KT1508  USGS QUAD   -  PIERCY (1994)
 KT1508
 KT1508                         *CURRENT SURVEY CONTROL
 KT1508  ___________________________________________________________________
 KT1508* NAD 83(1986)-  39 55 27.     (N)    123 45 30.     (W)     SCALED    
 KT1508* NAVD 88     -       221.998  (meters)     728.34   (feet)  ADJUSTED  
 KT1508  ___________________________________________________________________
 KT1508  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 KT1508  DYNAMIC HT  -         221.875 (meters)     727.93  (feet)  COMP
 KT1508  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KT1508
 KT1508  VERT ORDER  -  FIRST     CLASS II
 KT1508
 KT1508.The horizontal coordinates were scaled from a topographic map and have
 KT1508.an estimated accuracy of +/- 6 seconds.
 KT1508
 KT1508.The orthometric height was determined by differential leveling
 KT1508.and adjusted in June 1991.
 KT1508
 KT1508.The geoid height was determined by GEOID03.
 KT1508
 KT1508.The dynamic height is computed by dividing the NAVD 88
 KT1508.geopotential number by the normal gravity value computed on the
 KT1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1508.degrees latitude (g = 980.6199 gals.).
 KT1508
 KT1508.The modeled gravity was interpolated from observed gravity values.
 KT1508
 KT1508;                    North         East    Units  Estimated Accuracy
 KT1508;SPC CA 2     -   752,060.    1,849,690.      MT  (+/- 180 meters Scaled)
 KT1508
 KT1508                          SUPERSEDED SURVEY CONTROL
 KT1508
 KT1508  NGVD 29 (12/02/92)  221.080  (m)          725.33   (f) ADJUSTED    1 2
 KT1508
 KT1508.Superseded values are not recommended for survey control.
 KT1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1508.See file dsdata.txt to determine how the superseded data were derived.
 KT1508
 KT1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK351196(NAD 83)
 KT1508_MARKER: I = METAL ROD
 KT1508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1508_SP_SET: GUARDRAIL
 KT1508_STAMPING: 672.13 CHC 5/24/30
 KT1508_MARK LOGO: CADH  
 KT1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1508
 KT1508  HISTORY     - Date     Condition        Report By
 KT1508  HISTORY     - 1930     MONUMENTED       CADH
 KT1508  HISTORY     - 1967     GOOD             NGS
 KT1508  HISTORY     - 1972     GOOD             USGS
 KT1508  HISTORY     - 19880404 GOOD             NGS
 KT1508
 KT1508                          STATION DESCRIPTION
 KT1508
 KT1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT1508'5.3 MI S FROM PIERCY.
 KT1508'5.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1508'AT PIERCY, A 1/2-INCH POINTED STEEL ROD ENCIRCLED WITH A BRASS
 KT1508'RING IN THE TOP OF THE NORTH END OF A STONE GUARD RAIL FOR A
 KT1508'PORTION OF THE HIGHWAY AROUND THE EDGE OF A ROCKY CLIFF, 24
 KT1508'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF A
 KT1508'POWER POLE WITH TWO GUY WIRES, 0.3 FOOT SOUTH OF THE NORTH END
 KT1508'OF THE STONE WALL, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 KT1508
 KT1508                          STATION RECOVERY (1972)
 KT1508
 KT1508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1508'RECOVERED IN GOOD CONDITION.
 KT1508
 KT1508                          STATION RECOVERY (1988)
 KT1508
 KT1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1508'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.8 KM (7.35
 KT1508'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1508'HIGHWAY 1 IN LEGGETT.  DELETE--23 FEET SOUTH OF A POWER POLE WITH TWO
 KT1508'GUY WIRES.  ADD--6.5 M (21.3 FT) SOUTH OF UTILITY POLE NUMBER
 KT1508'1160031.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3406 ***********************************************************************
 EW3406  DESIGNATION -  673+33.07 CAHD
 EW3406  PID         -  EW3406
 EW3406  STATE/COUNTY-  CA/LOS ANGELES
 EW3406  USGS QUAD   -  LEBEC (1991)
 EW3406
 EW3406                         *CURRENT SURVEY CONTROL
 EW3406  ___________________________________________________________________
 EW3406* NAD 83(1986)-  34 47 47.     (N)    118 52 06.     (W)     SCALED    
 EW3406* NAVD 88     -      1234.08   (+/-2cm)    4048.8    (feet)  VERTCON   
 EW3406  ___________________________________________________________________
 EW3406  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EW3406  VERT ORDER  -  THIRD (See Below)
 EW3406
 EW3406.The horizontal coordinates were scaled from a topographic map and have
 EW3406.an estimated accuracy of +/- 6 seconds.
 EW3406
 EW3406.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3406.The vertical order pertains to the NGVD 29 superseded value.
 EW3406
 EW3406.The geoid height was determined by GEOID03.
 EW3406
 EW3406;                    North         East    Units  Estimated Accuracy
 EW3406;SPC CA 5     -   644,150.    1,920,540.      MT  (+/- 180 meters Scaled)
 EW3406
 EW3406                          SUPERSEDED SURVEY CONTROL
 EW3406
 EW3406  NGVD 29 (??/??/??) 1233.15   (m)         4045.8    (f) RESET       3  
 EW3406
 EW3406.Superseded values are not recommended for survey control.
 EW3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3406.See file dsdata.txt to determine how the superseded data were derived.
 EW3406
 EW3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU290520(NAD 83)
 EW3406_MARKER: DD = SURVEY DISK
 EW3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3406_STAMPING: 673+33.07
 EW3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3406+STABILITY: SURFACE MOTION
 EW3406
 EW3406  HISTORY     - Date     Condition        Report By
 EW3406  HISTORY     - UNK      MONUMENTED       CADH
 EW3406  HISTORY     - 1953     GOOD             NGS
 EW3406  HISTORY     - 1971     MARK NOT FOUND   NGS
 EW3406
 EW3406                          STATION DESCRIPTION
 EW3406
 EW3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EW3406'1 MI W FROM GORMAN.
 EW3406'0.6 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT GORMAN,
 EW3406'THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY 99, ABOUT 300 FEET
 EW3406'NORTHWEST OF BENCH MARK A 607, 35.5 FEET NORTH OF THE CENTER
 EW3406'LINE OF THE SOUTH LANES OF THE HIGHWAY, 35.5 FEET SOUTH OF THE
 EW3406'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 1.3 FEET WEST OF A
 EW3406'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE SOUTH LANES OF THE
 EW3406'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE
 EW3406'POST.
 EW3406
 EW3406                          STATION RECOVERY (1971)
 EW3406
 EW3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0375 ***********************************************************************
 LU0375  DESIGNATION -  673.4 USGS
 LU0375  PID         -  LU0375
 LU0375  STATE/COUNTY-  CA/TEHAMA
 LU0375  USGS QUAD   -  MITCHELL GULCH (1976)
 LU0375
 LU0375                         *CURRENT SURVEY CONTROL
 LU0375  ___________________________________________________________________
 LU0375* NAD 83(1986)-  40 20 29.     (N)    122 25 41.     (W)     SCALED    
 LU0375* NAVD 88     -       206.07   (+/-2cm)     676.1    (feet)  VERTCON   
 LU0375  ___________________________________________________________________
 LU0375  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 LU0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0375
 LU0375.The horizontal coordinates were scaled from a topographic map and have
 LU0375.an estimated accuracy of +/- 6 seconds.
 LU0375
 LU0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0375.The vertical order pertains to the NGVD 29 superseded value.
 LU0375
 LU0375.The geoid height was determined by GEOID03.
 LU0375
 LU0375;                    North         East    Units  Estimated Accuracy
 LU0375;SPC CA 1     -   612,020.    1,963,630.      MT  (+/- 180 meters Scaled)
 LU0375
 LU0375                          SUPERSEDED SURVEY CONTROL
 LU0375
 LU0375  NGVD 29 (??/??/92)  205.288  (m)          673.52   (f) ADJ UNCH    2 0
 LU0375
 LU0375.Superseded values are not recommended for survey control.
 LU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0375.See file dsdata.txt to determine how the superseded data were derived.
 LU0375
 LU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK485658(NAD 83)
 LU0375_MARKER: S = SPIKE
 LU0375_SETTING: 0 = UNSPECIFIED SETTING
 LU0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0375
 LU0375  HISTORY     - Date     Condition        Report By
 LU0375  HISTORY     - UNK      MONUMENTED       USGS
 LU0375  HISTORY     - 1949     GOOD             NGS
 LU0375
 LU0375                          STATION DESCRIPTION
 LU0375
 LU0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0375'8.8 MI S FROM OLINDA.
 LU0375'4.1 MILES SOUTH ALONG THE OLD STAGE ROAD FROM THE OLINDA SCHOOL
 LU0375'AT OLINDA, THENCE 0.8 MILE SOUTH ALONG A PRIVATE ROAD TO THE CASPER
 LU0375'RANCH, THENCE 0.5 MILE SOUTH ALONG A TRAIL TO THE BAKER RANCH,
 LU0375'THENCE 0.5 MILE SOUTH ALONG THE BAKER RANCH DRIVEWAY TO A
 LU0375'COUNTY ROAD, THENCE 1.4 MILES SOUTHWEST ALONG THE COUNTY ROAD
 LU0375'TO THE EVERGREEN SCHOOL, THENCE 1.5 MILES SOUTH ALONG THE
 LU0375'FARQUHAR ROAD, 13 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LU0375'8.0 FEET SOUTH OF THE CENTER OF A WOODEN GATE, AT THE
 LU0375'SOUTHWEST END OF A CURVE, DRIVEN IN THE EAST SIDE OF A 24-INCH
 LU0375'PINE TREE IN THE FENCE LINE, AND 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0200 ***********************************************************************
 KS0200  DESIGNATION -  6732.4 RM
 KS0200  PID         -  KS0200
 KS0200  STATE/COUNTY-  CA/PLACER
 KS0200  USGS QUAD   -  NORDEN (1979)
 KS0200
 KS0200                         *CURRENT SURVEY CONTROL
 KS0200  ___________________________________________________________________
 KS0200* NAD 83(1986)-  39 16 29.     (N)    120 22 31.     (W)     SCALED    
 KS0200* NAVD 88     -      2053.25   (+/-2cm)    6736.4    (feet)  VERTCON   
 KS0200  ___________________________________________________________________
 KS0200  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KS0200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0200
 KS0200.The horizontal coordinates were scaled from a topographic map and have
 KS0200.an estimated accuracy of +/- 6 seconds.
 KS0200
 KS0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0200.The vertical order pertains to the NGVD 29 superseded value.
 KS0200
 KS0200.The geoid height was determined by GEOID03.
 KS0200
 KS0200;                    North         East    Units  Estimated Accuracy
 KS0200;SPC CA 2     -   679,760.    2,140,180.      MT  (+/- 180 meters Scaled)
 KS0200
 KS0200                          SUPERSEDED SURVEY CONTROL
 KS0200
 KS0200  NGVD 29 (??/??/??) 2052.059  (m)         6732.46   (f) ADJUSTED    2 0
 KS0200
 KS0200.Superseded values are not recommended for survey control.
 KS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0200.See file dsdata.txt to determine how the superseded data were derived.
 KS0200
 KS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ264505(NAD 83)
 KS0200_MARKER: N = NAIL
 KS0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0200_SP_SET: TREE
 KS0200_MARK LOGO: USGS  
 KS0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0200
 KS0200  HISTORY     - Date     Condition        Report By
 KS0200  HISTORY     - UNK      MONUMENTED       USGS
 KS0200  HISTORY     - 1952     GOOD             CGS
 KS0200
 KS0200                          STATION DESCRIPTION
 KS0200
 KS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0200'4.3 MI S FROM SODA SPRINGS.
 KS0200'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0200'SODA SPRINGS, THENCE 4.05 MILES SOUTH ALONG SODA SPRINGS-FRENCH
 KS0200'MEADOWS ROAD, ON THE INSIDE OF A TURN, IN THE BASE OF A TREE,
 KS0200'90.0 FEET SOUTH OF AND ACROSS THE ROAD FROM USGS W L S 8, 21.0
 KS0200'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 KS0200'THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD WITH THE LETTERS
 KS0200'AND NUMBERS USBM 6732/4 FASTENED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0726 ***********************************************************************
 JR0726  DESIGNATION -  6761
 JR0726  PID         -  JR0726
 JR0726  STATE/COUNTY-  CA/MONO
 JR0726  USGS QUAD   -  LUNDY (1994)
 JR0726
 JR0726                         *CURRENT SURVEY CONTROL
 JR0726  ___________________________________________________________________
 JR0726* NAD 83(1986)-  38 00 38.     (N)    119 09 30.     (W)     SCALED    
 JR0726* NAVD 88     -      2063.520  (meters)    6770.07   (feet)  POSTED    
 JR0726  ___________________________________________________________________
 JR0726  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 JR0726  DYNAMIC HT  -        2061.040 (meters)    6761.93  (feet)  COMP
 JR0726  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 JR0726
 JR0726  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JR0726
 JR0726.The horizontal coordinates were scaled from a topographic map and have
 JR0726.an estimated accuracy of +/- 6 seconds.
 JR0726
 JR0726.The orthometric height was determined by differential leveling
 JR0726.and adjusted in October 2003.
 JR0726.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JR0726.was located on a no-check spur therefore a value was not computed.
 JR0726.No vertical observational check was made to the station.
 JR0726
 JR0726.The geoid height was determined by GEOID03.
 JR0726
 JR0726.The dynamic height is computed by dividing the NAVD 88
 JR0726.geopotential number by the normal gravity value computed on the
 JR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0726.degrees latitude (g = 980.6199 gals.).
 JR0726
 JR0726.The modeled gravity was interpolated from observed gravity values.
 JR0726
 JR0726;                    North         East    Units  Estimated Accuracy
 JR0726;SPC CA 3     -   668,490.    2,117,810.      MT  (+/- 180 meters Scaled)
 JR0726
 JR0726                          SUPERSEDED SURVEY CONTROL
 JR0726
 JR0726  NGVD 29 (??/??/92) 2062.154  (m)         6765.58   (f) ADJ UNCH    1 2
 JR0726
 JR0726.Superseded values are not recommended for survey control.
 JR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0726.See file dsdata.txt to determine how the superseded data were derived.
 JR0726
 JR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC105091(NAD 83)
 JR0726_MARKER: P = PIPE CAP
 JR0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0726_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0726_STAMPING: 6761 0
 JR0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0726
 JR0726  HISTORY     - Date     Condition        Report By
 JR0726  HISTORY     - UNK      MONUMENTED       USGS
 JR0726  HISTORY     - 1957     GOOD             NGS
 JR0726
 JR0726                          STATION DESCRIPTION
 JR0726
 JR0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0726'1.9 MI N FROM MONO LAKE.
 JR0726'1.6 MILES NORTH ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 JR0726'AT MONO LAKE, THENCE 0.1 MILE SOUTH (HARD LEFT AT MONO UNION
 JR0726'OIL COMPANY SERVICE STATION) ALONG A TRACK ROAD, THENCE 0.2
 JR0726'MILE NORTHWEST ALONG A TRACK ROAD, IN R 26E, T 2 N, NEAR THE
 JR0726'NORTHWEST CORNER OF SECTION 30, ABOUT 0.15 MILE SOUTHEAST OF
 JR0726'A LONE JUNIPER TREE, ON THE TOP OF A HILL AT THE FOOT OF A
 JR0726'MOUNTAIN, 275 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 JR0726'6.6 FEET EAST OF A WOODEN POST SUPPORTING A NATIONAL FOREST
 JR0726'BOUNDARY SIGN, 1 FOOT NORTHEAST OF A CAIRN, ABOUT 12 FEET HIGHER
 JR0726'THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 JR0726'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2641 ***********************************************************************
 EV2641  DESIGNATION -  6763.06
 EV2641  PID         -  EV2641
 EV2641  STATE/COUNTY-  CA/LOS ANGELES
 EV2641  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2641
 EV2641                         *CURRENT SURVEY CONTROL
 EV2641  ___________________________________________________________________
 EV2641* NAD 83(1986)-  34 21 22.     (N)    117 50 38.     (W)     SCALED    
 EV2641* NAVD 88     -      2062.684  (meters)    6767.32   (feet)  READJUSTED
 EV2641  ___________________________________________________________________
 EV2641  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EV2641  DYNAMIC HT  -        2059.840 (meters)    6757.99  (feet)  COMP
 EV2641  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 EV2641
 EV2641  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2641
 EV2641.The horizontal coordinates were scaled from a topographic map and have
 EV2641.an estimated accuracy of +/- 6 seconds.
 EV2641
 EV2641.The orthometric height was determined by differential leveling
 EV2641.and adjusted in February 1993.
 EV2641.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2641.distribution rate of 0.0 thru 1.0 mm/km.
 EV2641.The height was derived from older observations constrained to new
 EV2641.heights in a crustal motion area.  The height is approximate in
 EV2641.relation to other heights in its vicinity.
 EV2641
 EV2641.The geoid height was determined by GEOID03.
 EV2641
 EV2641.The dynamic height is computed by dividing the NAVD 88
 EV2641.geopotential number by the normal gravity value computed on the
 EV2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2641.degrees latitude (g = 980.6199 gals.).
 EV2641
 EV2641.The modeled gravity was interpolated from observed gravity values.
 EV2641
 EV2641;                    North         East    Units  Estimated Accuracy
 EV2641;SPC CA 5     -   594,980.    2,014,360.      MT  (+/- 180 meters Scaled)
 EV2641
 EV2641                          SUPERSEDED SURVEY CONTROL
 EV2641
 EV2641  NGVD 29 (??/??/92) 2061.588  (m)         6763.73   (f) ADJ UNCH    1 1
 EV2641
 EV2641.Superseded values are not recommended for survey control.
 EV2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2641.See file dsdata.txt to determine how the superseded data were derived.
 EV2641
 EV2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU223019(NAD 83)
 EV2641_MARKER: DD = SURVEY DISK
 EV2641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2641_SP_SET: CULVERT
 EV2641_STAMPING: ELEV 6763.06
 EV2641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2641
 EV2641  HISTORY     - Date     Condition        Report By
 EV2641  HISTORY     - UNK      MONUMENTED       CADH
 EV2641  HISTORY     - 1962     GOOD             NGS
 EV2641  HISTORY     - 1971     GOOD             NGS
 EV2641  HISTORY     - 1977     GOOD             NGS
 EV2641
 EV2641                          STATION DESCRIPTION
 EV2641
 EV2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EV2641'15.9 MI W FROM BIG PINES.
 EV2641'15.9 MILES WEST ALONG STATE HIGHWAY 2 FROM THE RANGER STATION AT
 EV2641'BIG PINES, AT CORFELYOU SPRINGS, IN THE CENTER OF THE TOP OF THE
 EV2641'SOUTH-SOUTHEAST HEAD WALL OF 5-FOOT ARCHED CULVERT D-24+00, 24
 EV2641'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 EV2641'NORTHEAST OF THE NORTH CORNER OF A DRINKING FOUNTAIN AND ABOUT
 EV2641'2 1/2 FEET HIGHER THAN THE HIGHWAY.
 EV2641
 EV2641                          STATION RECOVERY (1971)
 EV2641
 EV2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2641'RECOVERED IN GOOD CONDITION.
 EV2641
 EV2641                          STATION RECOVERY (1977)
 EV2641
 EV2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6642 ***********************************************************************
 EW6642  DESIGNATION -  677.49 BPR
 EW6642  PID         -  EW6642
 EW6642  STATE/COUNTY-  CA/SANTA BARBARA
 EW6642  USGS QUAD   -  LAKE CACHUMA (1988)
 EW6642
 EW6642                         *CURRENT SURVEY CONTROL
 EW6642  ___________________________________________________________________
 EW6642* NAD 83(1986)-  34 35 08.     (N)    119 59 47.     (W)     SCALED    
 EW6642* NAVD 88     -       208.21   (+/-2cm)     683.1    (feet)  VERTCON   
 EW6642  ___________________________________________________________________
 EW6642  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW6642  VERT ORDER  -  THIRD (See Below)
 EW6642
 EW6642.The horizontal coordinates were scaled from a topographic map and have
 EW6642.an estimated accuracy of +/- 6 seconds.
 EW6642
 EW6642.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6642.The vertical order pertains to the NGVD 29 superseded value.
 EW6642
 EW6642.The geoid height was determined by GEOID03.
 EW6642
 EW6642;                    North         East    Units  Estimated Accuracy
 EW6642;SPC CA 5     -   622,230.    1,816,870.      MT  (+/- 180 meters Scaled)
 EW6642
 EW6642                          SUPERSEDED SURVEY CONTROL
 EW6642
 EW6642  NGVD 29 (??/??/??)  207.40   (m)          680.4    (f) RESET       3  
 EW6642
 EW6642.Superseded values are not recommended for survey control.
 EW6642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6642.See file dsdata.txt to determine how the superseded data were derived.
 EW6642
 EW6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU251311(NAD 83)
 EW6642_MARKER: P = PIPE CAP
 EW6642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW6642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW6642_STAMPING: 677.49 112.4361 29
 EW6642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6642
 EW6642  HISTORY     - Date     Condition        Report By
 EW6642  HISTORY     - UNK      MONUMENTED       BPR
 EW6642  HISTORY     - 1960     GOOD             NGS
 EW6642
 EW6642                          STATION DESCRIPTION
 EW6642
 EW6642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW6642'6 MI SE FROM SANTA YNEZ.
 EW6642'5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE
 EW6642'AT SANTA YNEZ, THENCE 0.1 MILE EAST ALONG A FORMER PORTION OF
 EW6642'THE HIGHWAY LEADING TO SANTA BARBARA COUNTY CACHUMA FIRE STATION,
 EW6642'105.5 FEET WEST OF BENCH MARK E 659, 30 FEET SOUTH OF THE
 EW6642'CENTER LINE OF THE FORMER HIGHWAY, 26 1/2 FEET WEST OF THE WEST
 EW6642'END OF A GATE, 1.1 FEET NORTH OF A FENCE, ABOUT 1 FOOT HIGHER
 EW6642'THAN THE ROAD, AND RIVETED ON TOP OF A 2 1/2-INCH IRON PIPE
 EW6642'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0295 ***********************************************************************
 LU0295  DESIGNATION -  679.77 USGS
 LU0295  PID         -  LU0295
 LU0295  STATE/COUNTY-  CA/TEHAMA
 LU0295  USGS QUAD   -  MITCHELL GULCH (1976)
 LU0295
 LU0295                         *CURRENT SURVEY CONTROL
 LU0295  ___________________________________________________________________
 LU0295* NAD 83(1986)-  40 15 42.     (N)    122 29 12.     (W)     SCALED    
 LU0295* NAVD 88     -       246.96   (+/-2cm)     810.2    (feet)  VERTCON   
 LU0295  ___________________________________________________________________
 LU0295  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 LU0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0295
 LU0295.The horizontal coordinates were scaled from a topographic map and have
 LU0295.an estimated accuracy of +/- 6 seconds.
 LU0295
 LU0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0295.The vertical order pertains to the NGVD 29 superseded value.
 LU0295
 LU0295.The geoid height was determined by GEOID03.
 LU0295
 LU0295;                    North         East    Units  Estimated Accuracy
 LU0295;SPC CA 1     -   603,200.    1,958,600.      MT  (+/- 180 meters Scaled)
 LU0295
 LU0295                          SUPERSEDED SURVEY CONTROL
 LU0295
 LU0295  NGVD 29 (??/??/92)  246.157  (m)          807.60   (f) ADJ UNCH    2 0
 LU0295
 LU0295.Superseded values are not recommended for survey control.
 LU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0295.See file dsdata.txt to determine how the superseded data were derived.
 LU0295
 LU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK436569(NAD 83)
 LU0295_MARKER: S = SPIKE
 LU0295_SETTING: 0 = UNSPECIFIED SETTING
 LU0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0295
 LU0295  HISTORY     - Date     Condition        Report By
 LU0295  HISTORY     - UNK      MONUMENTED       USGS
 LU0295  HISTORY     - 1948     GOOD             NGS
 LU0295
 LU0295                          STATION DESCRIPTION
 LU0295
 LU0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0295'1.3 MI SE FROM BAKER FIRE CAMP.
 LU0295'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE
 LU0295'CAMP OF THE CALIFORNIA DIVISON OF FORESTRY, 92 YARDS SOUTH OF A
 LU0295'SMALL DWELLING, A RAILROAD SPIKE IN THE BASE OF THE EAST SIDE OF
 LU0295'A 36-INCH PINE TREE, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LU0295'HIGHWAY, 21 FEET NORTHEAST OF A FENCE, AND ABOUT 2 FEET HIGHER
 LU0295'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LV0278 ***********************************************************************
 LV0278  DESIGNATION -  68
 LV0278  PID         -  LV0278
 LV0278  STATE/COUNTY-  CA/HUMBOLDT
 LV0278  USGS QUAD   -  EUREKA (1972)
 LV0278
 LV0278                         *CURRENT SURVEY CONTROL
 LV0278  ___________________________________________________________________
 LV0278* NAD 83(1986)-  40 48 05.     (N)    124 10 29.     (W)     SCALED    
 LV0278* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 LV0278  ___________________________________________________________________
 LV0278  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LV0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0278
 LV0278.The horizontal coordinates were scaled from a topographic map and have
 LV0278.an estimated accuracy of +/- 6 seconds.
 LV0278
 LV0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0278.The vertical order pertains to the NGVD 29 superseded value.
 LV0278
 LV0278.The geoid height was determined by GEOID03.
 LV0278
 LV0278;                    North         East    Units  Estimated Accuracy
 LV0278;SPC CA 1     -   665,290.    1,816,520.      MT  (+/- 180 meters Scaled)
 LV0278
 LV0278                          SUPERSEDED SURVEY CONTROL
 LV0278
 LV0278  NGVD 29 (??/??/??)    1.994  (m)            6.54   (f) ADJUSTED    1 2
 LV0278
 LV0278.Superseded values are not recommended for survey control.
 LV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0278.See file dsdata.txt to determine how the superseded data were derived.
 LV0278
 LV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL009173(NAD 83)
 LV0278_MARKER: B = BOLT
 LV0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0278+STABILITY: SURFACE MOTION
 LV0278
 LV0278  HISTORY     - Date     Condition        Report By
 LV0278  HISTORY     - UNK      MONUMENTED       CA1220
 LV0278  HISTORY     - 1967     GOOD             NGS
 LV0278  HISTORY     - 1971     GOOD
 LV0278  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0278
 LV0278                          STATION DESCRIPTION
 LV0278
 LV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LV0278'AT EUREKA.
 LV0278'AT EUREKA, AT THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 101
 LV0278'(BROADWAY) AND 4TH STREET, 3.3 FEET SOUTHEAST OF THE SOUTHEAST
 LV0278'EDGE OF A CONCRETE CURB OF AN ISLAND, AND IN THE TOP OF A
 LV0278'CONCRETE POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS
 LV0278'THRU THE REMOVAL OF A MAN HOLE COVER.
 LV0278
 LV0278                          STATION RECOVERY (1971)
 LV0278
 LV0278'RECOVERED 1971
 LV0278'RECOVERED IN GOOD CONDITION.
 LV0278
 LV0278                          STATION RECOVERY (1988)
 LV0278
 LV0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0278'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1394 ***********************************************************************
 DX1394  DESIGNATION -  68
 DX1394  PID         -  DX1394
 DX1394  STATE/COUNTY-  CA/RIVERSIDE
 DX1394  USGS QUAD   -  PECHANGA (1988)
 DX1394
 DX1394                         *CURRENT SURVEY CONTROL
 DX1394  ___________________________________________________________________
 DX1394* NAD 83(1986)-  33 28 04.     (N)    117 07 06.     (W)     SCALED    
 DX1394* NAVD 88     -       314.55   (+/-2cm)    1032.0    (feet)  VERTCON   
 DX1394  ___________________________________________________________________
 DX1394  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DX1394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1394
 DX1394.The horizontal coordinates were scaled from a topographic map and have
 DX1394.an estimated accuracy of +/- 6 seconds.
 DX1394
 DX1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1394.The vertical order pertains to the NGVD 29 superseded value.
 DX1394
 DX1394.The geoid height was determined by GEOID03.
 DX1394
 DX1394;                    North         East    Units  Estimated Accuracy
 DX1394;SPC CA 6     -   644,630.    1,919,290.      MT  (+/- 180 meters Scaled)
 DX1394
 DX1394                          SUPERSEDED SURVEY CONTROL
 DX1394
 DX1394  NGVD 29 (??/??/??)  313.840  (m)         1029.66   (f) ADJUSTED    2 0
 DX1394
 DX1394.Superseded values are not recommended for survey control.
 DX1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1394.See file dsdata.txt to determine how the superseded data were derived.
 DX1394
 DX1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT890031(NAD 83)
 DX1394_MARKER: P = PIPE CAP
 DX1394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1394_STAMPING: 68 1029.27
 DX1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1394
 DX1394  HISTORY     - Date     Condition        Report By
 DX1394  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1394  HISTORY     - 1960     GOOD             NGS
 DX1394  HISTORY     - 1968     MARK NOT FOUND   NGS
 DX1394
 DX1394                          STATION DESCRIPTION
 DX1394
 DX1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1394'2.8 MI SE FROM TEMECULA.
 DX1394'2.8 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 DX1394'TEMECULA, AT THE INTERSECTION OF A NORTHEAST-SOUTHWEST DIRT ROAD,
 DX1394'29.0 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 13.3 FEET
 DX1394'SOUTHWEST OF THE SOUTH CORNER OF A CATTLE GUARD, 11 FEET SOUTHEAST
 DX1394'OF THE CENTERLINE OF THE DIRT ROAD, 0.9 FOOT SOUTHWEST OF A
 DX1394'FENCE CORNER POST, 1.5 FEET NORTHWEST OF A WITNESS POST, RIVETED
 DX1394'TO THE TOP OF AN IRON PIPE EMBEDDED IN CONCRETE PROJECTING ABOUT
 DX1394'4 INCHES.
 DX1394
 DX1394                          STATION RECOVERY (1968)
 DX1394
 DX1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DX1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9377 ***********************************************************************
 AB9377  DESIGNATION -  68
 AB9377  PID         -  AB9377
 AB9377  STATE/COUNTY-  CA/LOS ANGELES
 AB9377  USGS QUAD   -  SOUTH GATE (1981)
 AB9377
 AB9377                         *CURRENT SURVEY CONTROL
 AB9377  ___________________________________________________________________
 AB9377* NAD 83(1986)-  33 57 02.     (N)    118 10 28.     (W)     SCALED    
 AB9377* NAVD 88     -        39.533  (meters)     129.70   (feet)  ADJUSTED  
 AB9377  ___________________________________________________________________
 AB9377  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 AB9377  DYNAMIC HT  -          39.490 (meters)     129.56  (feet)  COMP
 AB9377  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 AB9377
 AB9377  VERT ORDER  -  FIRST     CLASS II
 AB9377
 AB9377.The horizontal coordinates were scaled from a topographic map and have
 AB9377.an estimated accuracy of +/- 6 seconds.
 AB9377
 AB9377.The orthometric height was determined by differential leveling
 AB9377.and adjusted in February 1997.
 AB9377
 AB9377.The geoid height was determined by GEOID03.
 AB9377
 AB9377.The dynamic height is computed by dividing the NAVD 88
 AB9377.geopotential number by the normal gravity value computed on the
 AB9377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9377.degrees latitude (g = 980.6199 gals.).
 AB9377
 AB9377.The modeled gravity was interpolated from observed gravity values.
 AB9377
 AB9377;                    North         East    Units  Estimated Accuracy
 AB9377;SPC CA 5     -   549,990.    1,983,870.      MT  (+/- 180 meters Scaled)
 AB9377
 AB9377                          SUPERSEDED SURVEY CONTROL
 AB9377
 AB9377.No superseded survey control is available for this station.
 AB9377
 AB9377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT914572(NAD 83)
 AB9377_MARKER: DD = SURVEY DISK
 AB9377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB9377_SP_SET: BRIDGE FOOTING
 AB9377_STAMPING: BM 68 1970 RE 5869
 AB9377_MARK LOGO: USE   
 AB9377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9377+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1995
 AB9377
 AB9377  HISTORY     - Date     Condition        Report By
 AB9377  HISTORY     - 1970     MONUMENTED       CA-037
 AB9377  HISTORY     - 19950313 GOOD             MWDSC
 AB9377
 AB9377                          STATION DESCRIPTION
 AB9377
 AB9377'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AB9377'SOUTH GATE,CA, AT THE INTERSECTION OF FIRESTONE BLVD AND THE BRIDGE
 AB9377'OVER THE LOS ANGELES RIVER, ON THE BRIDGE ABUTMENT AT THE SOUTHWEST
 AB9377'END OF THE BRIDGE, 0.5 FOOT (15.2 CM) ABOVE STREET LEVEL.  FOUND A 2
 AB9377'INCH CE BRASS DISK STAMPED BM 68 1970 RE 5869 SET FLUSH IN TOP OF THE
 AB9377'SOUTHWEST FOOTING.  REF.  MWD FB 2014 01 004.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9480 ***********************************************************************
 EW9480  DESIGNATION -  68 11
 EW9480  PID         -  EW9480
 EW9480  STATE/COUNTY-  CA/VENTURA
 EW9480  USGS QUAD   -  SIMI VALLEY EAST (1969)
 EW9480
 EW9480                         *CURRENT SURVEY CONTROL
 EW9480  ___________________________________________________________________
 EW9480* NAD 83(1986)-  34 15 48.     (N)    118 40 13.     (W)     SCALED    
 EW9480* NAVD 88     -       324.813  (meters)    1065.66   (feet)  ADJUSTED  
 EW9480  ___________________________________________________________________
 EW9480  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EW9480  DYNAMIC HT  -         324.461 (meters)    1064.50  (feet)  COMP
 EW9480  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 EW9480
 EW9480  VERT ORDER  -  FIRST     CLASS II
 EW9480
 EW9480.The horizontal coordinates were scaled from a topographic map and have
 EW9480.an estimated accuracy of +/- 6 seconds.
 EW9480
 EW9480.The orthometric height was determined by differential leveling
 EW9480.and adjusted in June 1995.
 EW9480
 EW9480.The geoid height was determined by GEOID03.
 EW9480
 EW9480.The dynamic height is computed by dividing the NAVD 88
 EW9480.geopotential number by the normal gravity value computed on the
 EW9480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9480.degrees latitude (g = 980.6199 gals.).
 EW9480
 EW9480.The modeled gravity was interpolated from observed gravity values.
 EW9480
 EW9480;                    North         East    Units  Estimated Accuracy
 EW9480;SPC CA 5     -   584,880.    1,938,270.      MT  (+/- 180 meters Scaled)
 EW9480
 EW9480                          SUPERSEDED SURVEY CONTROL
 EW9480
 EW9480  NAVD 88 (06/15/91)  324.696  (m)         1065.27   (f) UNKNOWN     1 2
 EW9480
 EW9480.Superseded values are not recommended for survey control.
 EW9480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9480.See file dsdata.txt to determine how the superseded data were derived.
 EW9480
 EW9480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT462926(NAD 83)
 EW9480_MARKER: DB = BENCH MARK DISK
 EW9480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9480_SP_SET: CULVERT HEADWALL
 EW9480_STAMPING: 68-11
 EW9480_MARK LOGO: CA-111
 EW9480_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9480+STABILITY: SURFACE MOTION
 EW9480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9480+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1994
 EW9480
 EW9480  HISTORY     - Date     Condition        Report By
 EW9480  HISTORY     - UNK      MONUMENTED       CA-111
 EW9480  HISTORY     - 19890510 GOOD             NGS
 EW9480  HISTORY     - 19940622 GOOD             NGS
 EW9480  HISTORY     - 20080602 GOOD             GEOCAC
 EW9480
 EW9480                          STATION DESCRIPTION
 EW9480
 EW9480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9480'IN SANTA SUSANA, AT THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD AND
 EW9480'KATHERINE ROAD, IN TOP AND 0.5 M (1.6 FT) EAST OF THE WEST END OF THE
 EW9480'NORTH CONCRETE HEADWALL OF A 48 INCH PIPE CULVERT.  38.3 M (125.7 FT)
 EW9480'SOUTHWEST OF THE NEAR RAIL, 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF
 EW9480'THE ROAD AND LEVEL WITH THE ROAD SURFACE.
 EW9480
 EW9480                          STATION RECOVERY (1994)
 EW9480
 EW9480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9480'IN SANTA SUSANA, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 EW9480'AND KATHERINE ROAD, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END
 EW9480'OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 38.2 M (125.3 FT)
 EW9480'SOUTH-SOUTHWEST OF THE NEAR RAIL, 8.3 M (27.2 FT) EAST OF AND LEVEL
 EW9480'WITH THE CENTERLINE OF THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A
 EW9480'CHAIN-LINK FENCE.
 EW9480
 EW9480                          STATION RECOVERY (2008)
 EW9480
 EW9480'RECOVERY NOTE BY GEOCACHING 2008 (RAH)
 EW9480'GPS COORDS-
 EW9480'N 34  15.805
 EW9480'W 118  40.225
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1848 ***********************************************************************
 JT1848  DESIGNATION -  68 5
 JT1848  PID         -  JT1848
 JT1848  STATE/COUNTY-  CA/NAPA
 JT1848  USGS QUAD   -  NAPA (1980)
 JT1848
 JT1848                         *CURRENT SURVEY CONTROL
 JT1848  ___________________________________________________________________
 JT1848* NAD 83(1986)-  38 19 13.     (N)    122 15 20.     (W)     SCALED    
 JT1848* NAVD 88     -        30.26   (+/-2cm)      99.3    (feet)  VERTCON   
 JT1848  ___________________________________________________________________
 JT1848  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1848  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1848
 JT1848.The horizontal coordinates were scaled from a topographic map and have
 JT1848.an estimated accuracy of +/- 6 seconds.
 JT1848
 JT1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1848.The vertical order pertains to the NGVD 29 superseded value.
 JT1848
 JT1848.The geoid height was determined by GEOID03.
 JT1848
 JT1848;                    North         East    Units  Estimated Accuracy
 JT1848;SPC CA 2     -   572,590.    1,977,650.      MT  (+/- 180 meters Scaled)
 JT1848
 JT1848                          SUPERSEDED SURVEY CONTROL
 JT1848
 JT1848  NGVD 29 (??/??/92)   29.465  (m)           96.67   (f) ADJ UNCH    1 1
 JT1848
 JT1848.Superseded values are not recommended for survey control.
 JT1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1848.See file dsdata.txt to determine how the superseded data were derived.
 JT1848
 JT1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650416(NAD 83)
 JT1848_MARKER: B = BOLT
 JT1848_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JT1848_SP_SET: ROCK
 JT1848_MARK LOGO: NONE  
 JT1848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JT1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1848
 JT1848  HISTORY     - Date     Condition        Report By
 JT1848  HISTORY     - 1971     MONUMENTED       CA2330
 JT1848
 JT1848                          STATION DESCRIPTION
 JT1848
 JT1848'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1848'ALONG FIRST AVENUE, 1300 FT (396.2 M) SOUTH OF HAGEN ROAD, ON WEST
 JT1848'SIDE, A BOLT HEAD SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3180 ***********************************************************************
 AA3180  DESIGNATION -  68 5
 AA3180  PID         -  AA3180
 AA3180  STATE/COUNTY-  CA/VENTURA
 AA3180  USGS QUAD   -  SIMI VALLEY EAST (1969)
 AA3180
 AA3180                         *CURRENT SURVEY CONTROL
 AA3180  ___________________________________________________________________
 AA3180* NAD 83(1986)-  34 16 19.     (N)    118 40 10.     (W)     SCALED    
 AA3180* NAVD 88     -       317.065  (meters)    1040.24   (feet)  ADJUSTED  
 AA3180  ___________________________________________________________________
 AA3180  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AA3180  DYNAMIC HT  -         316.725 (meters)    1039.12  (feet)  COMP
 AA3180  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 AA3180
 AA3180  VERT ORDER  -  FIRST     CLASS II
 AA3180
 AA3180.The horizontal coordinates were scaled from a topographic map and have
 AA3180.an estimated accuracy of +/- 6 seconds.
 AA3180
 AA3180.The orthometric height was determined by differential leveling
 AA3180.and adjusted in June 1995.
 AA3180
 AA3180.The geoid height was determined by GEOID03.
 AA3180
 AA3180.The dynamic height is computed by dividing the NAVD 88
 AA3180.geopotential number by the normal gravity value computed on the
 AA3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3180.degrees latitude (g = 980.6199 gals.).
 AA3180
 AA3180.The modeled gravity was interpolated from observed gravity values.
 AA3180
 AA3180;                    North         East    Units  Estimated Accuracy
 AA3180;SPC CA 5     -   585,830.    1,938,350.      MT  (+/- 180 meters Scaled)
 AA3180
 AA3180                          SUPERSEDED SURVEY CONTROL
 AA3180
 AA3180.No superseded survey control is available for this station.
 AA3180
 AA3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT463935(NAD 83)
 AA3180_MARKER: DB = BENCH MARK DISK
 AA3180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3180_SP_SET: CULVERT HEADWALL
 AA3180_STAMPING: 68-5 1969
 AA3180_MARK LOGO: CA-111
 AA3180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3180+STABILITY: SURFACE MOTION
 AA3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3180+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 AA3180
 AA3180  HISTORY     - Date     Condition        Report By
 AA3180  HISTORY     - 1969     MONUMENTED       RBNF
 AA3180  HISTORY     - 19940622 GOOD             NGS
 AA3180  HISTORY     - 20080422 GOOD             GEOCAC
 AA3180  HISTORY     - 20080422 GOOD             GEOCAC
 AA3180
 AA3180                          STATION DESCRIPTION
 AA3180
 AA3180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3180'IN SIMI VALLEY, AT THE INTERSECTION OF LOS ANGELES AND ANASTASIA
 AA3180'AVENUES, NEAR THE WEST END OF THE NORTH CONCRETE HEADWALL OF A BOX
 AA3180'CULVERT UNDER LOS ANGELES AVENUE, 53.8 M (176.5 FT) WEST OF THE CENTER
 AA3180'OF ANASTASIA AVENUE, 8.4 M (27.6 FT) NORTH OF AND LEVEL WITH THE
 AA3180'WESTBOUND LANES OF LOS ANGELES AVENUE, AND 0.7 M (2.3 FT) NORTH OF A
 AA3180'CURB.
 AA3180
 AA3180                          STATION RECOVERY (2008)
 AA3180
 AA3180'RECOVERY NOTE BY GEOCACHING 2008 (RAH)
 AA3180'RECOVERED IN GOOD CONDITION.
 AA3180
 AA3180                          STATION RECOVERY (2008)
 AA3180
 AA3180'RECOVERY NOTE BY GEOCACHING 2008 (RAH)
 AA3180'FORGOT TO INCLUDE GPS COORDINATES IN FIRST RECOVERY-
 AA3180'N 34D 16.311
 AA3180'W 118D 40.199
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1847 ***********************************************************************
 JT1847  DESIGNATION -  68 6
 JT1847  PID         -  JT1847
 JT1847  STATE/COUNTY-  CA/NAPA
 JT1847  USGS QUAD   -  NAPA (1980)
 JT1847
 JT1847                         *CURRENT SURVEY CONTROL
 JT1847  ___________________________________________________________________
 JT1847* NAD 83(1986)-  38 19 14.     (N)    122 15 21.     (W)     SCALED    
 JT1847* NAVD 88     -        21.40   (+/-2cm)      70.2    (feet)  VERTCON   
 JT1847  ___________________________________________________________________
 JT1847  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1847  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1847
 JT1847.The horizontal coordinates were scaled from a topographic map and have
 JT1847.an estimated accuracy of +/- 6 seconds.
 JT1847
 JT1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1847.The vertical order pertains to the NGVD 29 superseded value.
 JT1847
 JT1847.The geoid height was determined by GEOID03.
 JT1847
 JT1847;                    North         East    Units  Estimated Accuracy
 JT1847;SPC CA 2     -   572,620.    1,977,630.      MT  (+/- 180 meters Scaled)
 JT1847
 JT1847                          SUPERSEDED SURVEY CONTROL
 JT1847
 JT1847  NGVD 29 (??/??/92)   20.605  (m)           67.60   (f) ADJ UNCH    1 1
 JT1847
 JT1847.Superseded values are not recommended for survey control.
 JT1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1847.See file dsdata.txt to determine how the superseded data were derived.
 JT1847
 JT1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650416(NAD 83)
 JT1847_MARKER: B = BOLT
 JT1847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1847_SP_SET: MASSIVE STRUCTURE
 JT1847_MARK LOGO: NONE  
 JT1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1847
 JT1847  HISTORY     - Date     Condition        Report By
 JT1847  HISTORY     - 1971     MONUMENTED       CA2330
 JT1847
 JT1847                          STATION DESCRIPTION
 JT1847
 JT1847'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1847'ALONG FIRST AVENUE, 1100 FT (335.3 M) NORTH OF HAGEN ROAD AT BRIDGE, A
 JT1847'BOLT HEAD SET IN THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9287 ***********************************************************************
 DY9287  DESIGNATION -  68 7
 DY9287  PID         -  DY9287
 DY9287  STATE/COUNTY-  CA/LOS ANGELES
 DY9287  USGS QUAD   -  SOUTH GATE (1981)
 DY9287
 DY9287                         *CURRENT SURVEY CONTROL
 DY9287  ___________________________________________________________________
 DY9287* NAD 83(1986)-  33 57 09.     (N)    118 11 17.     (W)     SCALED    
 DY9287* NAVD 88     -        34.269  (meters)     112.43   (feet)  ADJUSTED  
 DY9287  ___________________________________________________________________
 DY9287  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY9287  DYNAMIC HT  -          34.232 (meters)     112.31  (feet)  COMP
 DY9287  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DY9287
 DY9287  VERT ORDER  -  FIRST     CLASS II
 DY9287
 DY9287.The horizontal coordinates were scaled from a topographic map and have
 DY9287.an estimated accuracy of +/- 6 seconds.
 DY9287
 DY9287.The orthometric height was determined by differential leveling
 DY9287.and adjusted in June 1995.
 DY9287
 DY9287.The geoid height was determined by GEOID03.
 DY9287
 DY9287.The dynamic height is computed by dividing the NAVD 88
 DY9287.geopotential number by the normal gravity value computed on the
 DY9287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9287.degrees latitude (g = 980.6199 gals.).
 DY9287
 DY9287.The modeled gravity was interpolated from observed gravity values.
 DY9287
 DY9287;                    North         East    Units  Estimated Accuracy
 DY9287;SPC CA 5     -   550,210.    1,982,620.      MT  (+/- 180 meters Scaled)
 DY9287
 DY9287                          SUPERSEDED SURVEY CONTROL
 DY9287
 DY9287  NAVD 88 (06/15/91)   34.285  (m)          112.48   (f) UNKNOWN     1 2
 DY9287
 DY9287.Superseded values are not recommended for survey control.
 DY9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9287.See file dsdata.txt to determine how the superseded data were derived.
 DY9287
 DY9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT902575(NAD 83)
 DY9287_MARKER: DD = SURVEY DISK
 DY9287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9287_SP_SET: CATCH BASIN
 DY9287_STAMPING: BM 68-7 1970 5869
 DY9287_MARK LOGO: CA-037
 DY9287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9287+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1994
 DY9287
 DY9287  HISTORY     - Date     Condition        Report By
 DY9287  HISTORY     - 1970     MONUMENTED       CA-037
 DY9287  HISTORY     - 19890605 GOOD             NGS
 DY9287  HISTORY     - 19940801 GOOD             NGS
 DY9287
 DY9287                          STATION DESCRIPTION
 DY9287
 DY9287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9287'IN SOUTH GATE, AT THE INTERSECTION OF FIRESTONE BOULEVARD AND ANNETTA
 DY9287'AVENUE, IN THE SOUTHWEST CORNER OF A CATCH BASIN, 5.8 M (19.0 FT)
 DY9287'WEST OF THE EXTENDED CENTER OF THE AVENUE, 0.3 M (1.0 FT) NORTH OF
 DY9287'THE NORTH CURB OF THE BOULEVARD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 DY9287'OF THE BOULEVARD.
 DY9287
 DY9287                          STATION RECOVERY (1994)
 DY9287
 DY9287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9287'IN SOUTH GATE, AT THE INTERSECTION OF FIRESTONE BOULEVARD AND ANNETTA
 DY9287'AVENUE, NEAR THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 5.8 M
 DY9287'(19.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DY9287'BOULEVARD, 5.4 M (17.7 FT) WEST OF THE EXTENDED CENTER OF THE AVENUE,
 DY9287'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1856 ***********************************************************************
 JT1856  DESIGNATION -  68 A
 JT1856  PID         -  JT1856
 JT1856  STATE/COUNTY-  CA/NAPA
 JT1856  USGS QUAD   -  NAPA (1980)
 JT1856
 JT1856                         *CURRENT SURVEY CONTROL
 JT1856  ___________________________________________________________________
 JT1856* NAD 83(1986)-  38 17 52.     (N)    122 15 12.     (W)     SCALED    
 JT1856* NAVD 88     -        28.67   (+/-2cm)      94.1    (feet)  VERTCON   
 JT1856  ___________________________________________________________________
 JT1856  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JT1856  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1856
 JT1856.The horizontal coordinates were scaled from a topographic map and have
 JT1856.an estimated accuracy of +/- 6 seconds.
 JT1856
 JT1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1856.The vertical order pertains to the NGVD 29 superseded value.
 JT1856
 JT1856.The geoid height was determined by GEOID03.
 JT1856
 JT1856;                    North         East    Units  Estimated Accuracy
 JT1856;SPC CA 2     -   570,090.    1,977,840.      MT  (+/- 180 meters Scaled)
 JT1856
 JT1856                          SUPERSEDED SURVEY CONTROL
 JT1856
 JT1856  NGVD 29 (??/??/92)   27.882  (m)           91.48   (f) ADJ UNCH    1 1
 JT1856
 JT1856.Superseded values are not recommended for survey control.
 JT1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1856.See file dsdata.txt to determine how the superseded data were derived.
 JT1856
 JT1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH652391(NAD 83)
 JT1856_MARKER: DD = SURVEY DISK
 JT1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1856_SP_SET: CONCRETE POST
 JT1856_MARK LOGO: CA2330
 JT1856_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1856+STABILITY: SURFACE MOTION
 JT1856
 JT1856  HISTORY     - Date     Condition        Report By
 JT1856  HISTORY     - 1971     MONUMENTED       CA2330
 JT1856
 JT1856                          STATION DESCRIPTION
 JT1856
 JT1856'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1856'ALONG FIRST AVENUE, SOUTH OF HEINKE DRIVE, 10 FT (3.0 M) WEST OF
 JT1856'CENTERLINE A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1855 ***********************************************************************
 JT1855  DESIGNATION -  68 B
 JT1855  PID         -  JT1855
 JT1855  STATE/COUNTY-  CA/NAPA
 JT1855  USGS QUAD   -  NAPA (1980)
 JT1855
 JT1855                         *CURRENT SURVEY CONTROL
 JT1855  ___________________________________________________________________
 JT1855* NAD 83(1986)-  38 18 02.     (N)    122 15 14.     (W)     SCALED    
 JT1855* NAVD 88     -        31.04   (+/-2cm)     101.8    (feet)  VERTCON   
 JT1855  ___________________________________________________________________
 JT1855  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT1855  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1855
 JT1855.The horizontal coordinates were scaled from a topographic map and have
 JT1855.an estimated accuracy of +/- 6 seconds.
 JT1855
 JT1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1855.The vertical order pertains to the NGVD 29 superseded value.
 JT1855
 JT1855.The geoid height was determined by GEOID03.
 JT1855
 JT1855;                    North         East    Units  Estimated Accuracy
 JT1855;SPC CA 2     -   570,400.    1,977,790.      MT  (+/- 180 meters Scaled)
 JT1855
 JT1855                          SUPERSEDED SURVEY CONTROL
 JT1855
 JT1855  NGVD 29 (??/??/92)   30.256  (m)           99.26   (f) ADJ UNCH    1 1
 JT1855
 JT1855.Superseded values are not recommended for survey control.
 JT1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1855.See file dsdata.txt to determine how the superseded data were derived.
 JT1855
 JT1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH652394(NAD 83)
 JT1855_MARKER: DD = SURVEY DISK
 JT1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1855_SP_SET: CONCRETE POST
 JT1855_MARK LOGO: CA2330
 JT1855_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1855+STABILITY: SURFACE MOTION
 JT1855
 JT1855  HISTORY     - Date     Condition        Report By
 JT1855  HISTORY     - 1971     MONUMENTED       CA2330
 JT1855
 JT1855                          STATION DESCRIPTION
 JT1855
 JT1855'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1855'ALONG FIRST AVENUE AT NO. 1105, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT1855'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1854 ***********************************************************************
 JT1854  DESIGNATION -  68 C
 JT1854  PID         -  JT1854
 JT1854  STATE/COUNTY-  CA/NAPA
 JT1854  USGS QUAD   -  NAPA (1980)
 JT1854
 JT1854                         *CURRENT SURVEY CONTROL
 JT1854  ___________________________________________________________________
 JT1854* NAD 83(1986)-  38 18 08.     (N)    122 15 13.     (W)     SCALED    
 JT1854* NAVD 88     -        42.50   (+/-2cm)     139.4    (feet)  VERTCON   
 JT1854  ___________________________________________________________________
 JT1854  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT1854  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1854
 JT1854.The horizontal coordinates were scaled from a topographic map and have
 JT1854.an estimated accuracy of +/- 6 seconds.
 JT1854
 JT1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1854.The vertical order pertains to the NGVD 29 superseded value.
 JT1854
 JT1854.The geoid height was determined by GEOID03.
 JT1854
 JT1854;                    North         East    Units  Estimated Accuracy
 JT1854;SPC CA 2     -   570,580.    1,977,820.      MT  (+/- 180 meters Scaled)
 JT1854
 JT1854                          SUPERSEDED SURVEY CONTROL
 JT1854
 JT1854  NGVD 29 (??/??/92)   41.716  (m)          136.86   (f) ADJ UNCH    1 1
 JT1854
 JT1854.Superseded values are not recommended for survey control.
 JT1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1854.See file dsdata.txt to determine how the superseded data were derived.
 JT1854
 JT1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH652396(NAD 83)
 JT1854_MARKER: DD = SURVEY DISK
 JT1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1854_SP_SET: CONCRETE POST
 JT1854_MARK LOGO: CA2330
 JT1854_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1854+STABILITY: SURFACE MOTION
 JT1854
 JT1854  HISTORY     - Date     Condition        Report By
 JT1854  HISTORY     - 1971     MONUMENTED       CA2330
 JT1854
 JT1854                          STATION DESCRIPTION
 JT1854
 JT1854'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1854'ALONG FIRST AVENUE AT NO. 1150, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT1854'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1853 ***********************************************************************
 JT1853  DESIGNATION -  68 D
 JT1853  PID         -  JT1853
 JT1853  STATE/COUNTY-  CA/NAPA
 JT1853  USGS QUAD   -  NAPA (1980)
 JT1853
 JT1853                         *CURRENT SURVEY CONTROL
 JT1853  ___________________________________________________________________
 JT1853* NAD 83(1986)-  38 18 16.     (N)    122 15 14.     (W)     SCALED    
 JT1853* NAVD 88     -        39.62   (+/-2cm)     130.0    (feet)  VERTCON   
 JT1853  ___________________________________________________________________
 JT1853  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT1853  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1853
 JT1853.The horizontal coordinates were scaled from a topographic map and have
 JT1853.an estimated accuracy of +/- 6 seconds.
 JT1853
 JT1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1853.The vertical order pertains to the NGVD 29 superseded value.
 JT1853
 JT1853.The geoid height was determined by GEOID03.
 JT1853
 JT1853;                    North         East    Units  Estimated Accuracy
 JT1853;SPC CA 2     -   570,830.    1,977,790.      MT  (+/- 180 meters Scaled)
 JT1853
 JT1853                          SUPERSEDED SURVEY CONTROL
 JT1853
 JT1853  NGVD 29 (??/??/92)   38.830  (m)          127.39   (f) ADJ UNCH    1 1
 JT1853
 JT1853.Superseded values are not recommended for survey control.
 JT1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1853.See file dsdata.txt to determine how the superseded data were derived.
 JT1853
 JT1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH652398(NAD 83)
 JT1853_MARKER: DD = SURVEY DISK
 JT1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1853_SP_SET: CONCRETE POST
 JT1853_MARK LOGO: CA2330
 JT1853_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1853+STABILITY: SURFACE MOTION
 JT1853
 JT1853  HISTORY     - Date     Condition        Report By
 JT1853  HISTORY     - 1971     MONUMENTED       CA2330
 JT1853
 JT1853                          STATION DESCRIPTION
 JT1853
 JT1853'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1853'AT INTERSECTION OF FIRST AND NORTH AVENUES, 10 FEET BY 10 FEET
 JT1853'NORTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1852 ***********************************************************************
 JT1852  DESIGNATION -  68 E
 JT1852  PID         -  JT1852
 JT1852  STATE/COUNTY-  CA/NAPA
 JT1852  USGS QUAD   -  NAPA (1980)
 JT1852
 JT1852                         *CURRENT SURVEY CONTROL
 JT1852  ___________________________________________________________________
 JT1852* NAD 83(1986)-  38 18 27.     (N)    122 15 19.     (W)     SCALED    
 JT1852* NAVD 88     -        43.61   (+/-2cm)     143.1    (feet)  VERTCON   
 JT1852  ___________________________________________________________________
 JT1852  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT1852  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1852
 JT1852.The horizontal coordinates were scaled from a topographic map and have
 JT1852.an estimated accuracy of +/- 6 seconds.
 JT1852
 JT1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1852.The vertical order pertains to the NGVD 29 superseded value.
 JT1852
 JT1852.The geoid height was determined by GEOID03.
 JT1852
 JT1852;                    North         East    Units  Estimated Accuracy
 JT1852;SPC CA 2     -   571,170.    1,977,670.      MT  (+/- 180 meters Scaled)
 JT1852
 JT1852                          SUPERSEDED SURVEY CONTROL
 JT1852
 JT1852  NGVD 29 (??/??/92)   42.823  (m)          140.50   (f) ADJ UNCH    1 1
 JT1852
 JT1852.Superseded values are not recommended for survey control.
 JT1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1852.See file dsdata.txt to determine how the superseded data were derived.
 JT1852
 JT1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH651401(NAD 83)
 JT1852_MARKER: DD = SURVEY DISK
 JT1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1852_SP_SET: CONCRETE POST
 JT1852_MARK LOGO: CA2330
 JT1852_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1852+STABILITY: SURFACE MOTION
 JT1852
 JT1852  HISTORY     - Date     Condition        Report By
 JT1852  HISTORY     - 1971     MONUMENTED       CA2330
 JT1852
 JT1852                          STATION DESCRIPTION
 JT1852
 JT1852'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1852'ALONG FIRST AVENUE, 1000 FT (304.8 M) NORTH OF NORTH AVENUE AT END OF
 JT1852'S-CURVE, WEST OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1851 ***********************************************************************
 JT1851  DESIGNATION -  68 F
 JT1851  PID         -  JT1851
 JT1851  STATE/COUNTY-  CA/NAPA
 JT1851  USGS QUAD   -  NAPA (1980)
 JT1851
 JT1851                         *CURRENT SURVEY CONTROL
 JT1851  ___________________________________________________________________
 JT1851* NAD 83(1986)-  38 18 37.     (N)    122 15 21.     (W)     SCALED    
 JT1851* NAVD 88     -        43.56   (+/-2cm)     142.9    (feet)  VERTCON   
 JT1851  ___________________________________________________________________
 JT1851  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT1851  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1851
 JT1851.The horizontal coordinates were scaled from a topographic map and have
 JT1851.an estimated accuracy of +/- 6 seconds.
 JT1851
 JT1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1851.The vertical order pertains to the NGVD 29 superseded value.
 JT1851
 JT1851.The geoid height was determined by GEOID03.
 JT1851
 JT1851;                    North         East    Units  Estimated Accuracy
 JT1851;SPC CA 2     -   571,480.    1,977,620.      MT  (+/- 180 meters Scaled)
 JT1851
 JT1851                          SUPERSEDED SURVEY CONTROL
 JT1851
 JT1851  NGVD 29 (??/??/92)   42.771  (m)          140.32   (f) ADJ UNCH    1 1
 JT1851
 JT1851.Superseded values are not recommended for survey control.
 JT1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1851.See file dsdata.txt to determine how the superseded data were derived.
 JT1851
 JT1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650405(NAD 83)
 JT1851_MARKER: DD = SURVEY DISK
 JT1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1851_SP_SET: CONCRETE POST
 JT1851_MARK LOGO: CA2330
 JT1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1851+STABILITY: SURFACE MOTION
 JT1851
 JT1851  HISTORY     - Date     Condition        Report By
 JT1851  HISTORY     - 1971     MONUMENTED       CA2330
 JT1851
 JT1851                          STATION DESCRIPTION
 JT1851
 JT1851'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1851'ALONG FIRST AVENUE AT NO. 2117, WEST OF EP, A WELL TYPE CONCRETE
 JT1851'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5835 ***********************************************************************
 EW5835  DESIGNATION -  68 FMK USGS
 EW5835  PID         -  EW5835
 EW5835  STATE/COUNTY-  CA/VENTURA
 EW5835  USGS QUAD   -  VENTURA (1967)
 EW5835
 EW5835                         *CURRENT SURVEY CONTROL
 EW5835  ___________________________________________________________________
 EW5835* NAD 83(1986)-  34 19 30.     (N)    119 17 24.     (W)     SCALED    
 EW5835* NAVD 88     -        53.876  (meters)     176.76   (feet)  READJUSTED
 EW5835  ___________________________________________________________________
 EW5835  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EW5835  DYNAMIC HT  -          53.820 (meters)     176.57  (feet)  COMP
 EW5835  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 EW5835
 EW5835  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5835
 EW5835.The horizontal coordinates were scaled from a topographic map and have
 EW5835.an estimated accuracy of +/- 6 seconds.
 EW5835
 EW5835.The orthometric height was determined by differential leveling
 EW5835.and adjusted in February 1993.
 EW5835.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5835.distribution rate of 1.1 thru 2.0 mm/km.
 EW5835.The height was derived from older observations constrained to new
 EW5835.heights in a crustal motion area.  The height is approximate in
 EW5835.relation to other heights in its vicinity.
 EW5835
 EW5835.The geoid height was determined by GEOID03.
 EW5835
 EW5835.The dynamic height is computed by dividing the NAVD 88
 EW5835.geopotential number by the normal gravity value computed on the
 EW5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5835.degrees latitude (g = 980.6199 gals.).
 EW5835
 EW5835.The modeled gravity was interpolated from observed gravity values.
 EW5835
 EW5835;                    North         East    Units  Estimated Accuracy
 EW5835;SPC CA 5     -   592,280.    1,881,290.      MT  (+/- 180 meters Scaled)
 EW5835
 EW5835                          SUPERSEDED SURVEY CONTROL
 EW5835
 EW5835  NGVD 29 (??/??/92)   53.117  (m)          174.27   (f) ADJ UNCH    1 1
 EW5835
 EW5835.Superseded values are not recommended for survey control.
 EW5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5835.See file dsdata.txt to determine how the superseded data were derived.
 EW5835
 EW5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU893005(NAD 83)
 EW5835_MARKER: DB = BENCH MARK DISK
 EW5835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5835_SP_SET: HEADWALL
 EW5835_STAMPING: 68 FMK 1973
 EW5835
 EW5835  HISTORY     - Date     Condition        Report By
 EW5835  HISTORY     - UNK      MONUMENTED
 EW5835  HISTORY     - 1977     GOOD             NGS
 EW5835
 EW5835                          STATION DESCRIPTION
 EW5835
 EW5835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5835'4.3 MI NORTH FROM VENTURA.
 EW5835'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5835'THENCE 3.4 MILES NORTH ALONG VENTURA AVENUE, 0.05 MILE NORTH OF THE
 EW5835'JUNCTION OF CROOKED PALM ROAD, 36.4 FT. SOUTHEAST OF POWER POLE
 EW5835'1795838E, 23.4 FT. EAST OF A 6-FT. CONCRETE BLOCK WALL, 18.2 FT. WEST
 EW5835'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 7 INCHES SOUTH OF
 EW5835'THE NORTH END OF THE WEST HEAD WALL OF AN 8-FT. BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1850 ***********************************************************************
 JT1850  DESIGNATION -  68 G
 JT1850  PID         -  JT1850
 JT1850  STATE/COUNTY-  CA/NAPA
 JT1850  USGS QUAD   -  NAPA (1980)
 JT1850
 JT1850                         *CURRENT SURVEY CONTROL
 JT1850  ___________________________________________________________________
 JT1850* NAD 83(1986)-  38 18 52.     (N)    122 15 21.     (W)     SCALED    
 JT1850* NAVD 88     -        36.15   (+/-2cm)     118.6    (feet)  VERTCON   
 JT1850  ___________________________________________________________________
 JT1850  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT1850  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1850
 JT1850.The horizontal coordinates were scaled from a topographic map and have
 JT1850.an estimated accuracy of +/- 6 seconds.
 JT1850
 JT1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1850.The vertical order pertains to the NGVD 29 superseded value.
 JT1850
 JT1850.The geoid height was determined by GEOID03.
 JT1850
 JT1850;                    North         East    Units  Estimated Accuracy
 JT1850;SPC CA 2     -   571,940.    1,977,630.      MT  (+/- 180 meters Scaled)
 JT1850
 JT1850                          SUPERSEDED SURVEY CONTROL
 JT1850
 JT1850  NGVD 29 (??/??/92)   35.361  (m)          116.01   (f) ADJ UNCH    1 1
 JT1850
 JT1850.Superseded values are not recommended for survey control.
 JT1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1850.See file dsdata.txt to determine how the superseded data were derived.
 JT1850
 JT1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650409(NAD 83)
 JT1850_MARKER: DD = SURVEY DISK
 JT1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1850_SP_SET: CONCRETE POST
 JT1850_MARK LOGO: CA2330
 JT1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1850+STABILITY: SURFACE MOTION
 JT1850
 JT1850  HISTORY     - Date     Condition        Report By
 JT1850  HISTORY     - 1971     MONUMENTED       CA2330
 JT1850
 JT1850                          STATION DESCRIPTION
 JT1850
 JT1850'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1850'ALONG FIRST AVENUE AT NO. 2196, WEST OF EP, A WELL TYPE CONCRETE
 JT1850'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1849 ***********************************************************************
 JT1849  DESIGNATION -  68 H
 JT1849  PID         -  JT1849
 JT1849  STATE/COUNTY-  CA/NAPA
 JT1849  USGS QUAD   -  NAPA (1980)
 JT1849
 JT1849                         *CURRENT SURVEY CONTROL
 JT1849  ___________________________________________________________________
 JT1849* NAD 83(1986)-  38 19 06.     (N)    122 15 20.     (W)     SCALED    
 JT1849* NAVD 88     -        40.79   (+/-2cm)     133.8    (feet)  VERTCON   
 JT1849  ___________________________________________________________________
 JT1849  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1849  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1849
 JT1849.The horizontal coordinates were scaled from a topographic map and have
 JT1849.an estimated accuracy of +/- 6 seconds.
 JT1849
 JT1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1849.The vertical order pertains to the NGVD 29 superseded value.
 JT1849
 JT1849.The geoid height was determined by GEOID03.
 JT1849
 JT1849;                    North         East    Units  Estimated Accuracy
 JT1849;SPC CA 2     -   572,370.    1,977,650.      MT  (+/- 180 meters Scaled)
 JT1849
 JT1849                          SUPERSEDED SURVEY CONTROL
 JT1849
 JT1849  NGVD 29 (??/??/92)   39.999  (m)          131.23   (f) ADJ UNCH    1 1
 JT1849
 JT1849.Superseded values are not recommended for survey control.
 JT1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1849.See file dsdata.txt to determine how the superseded data were derived.
 JT1849
 JT1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650413(NAD 83)
 JT1849_MARKER: DD = SURVEY DISK
 JT1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1849_SP_SET: CONCRETE POST
 JT1849_MARK LOGO: CA2330
 JT1849_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1849+STABILITY: SURFACE MOTION
 JT1849
 JT1849  HISTORY     - Date     Condition        Report By
 JT1849  HISTORY     - 1971     MONUMENTED       CA2330
 JT1849
 JT1849                          STATION DESCRIPTION
 JT1849
 JT1849'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1849'ALONG FIRST AVENUE AT NO. 2210, WEST OF THE EP, A WELL TYPE CONCRETE
 JT1849'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1769 ***********************************************************************
 AE1769  DESIGNATION -  68 LLR
 AE1769  PID         -  AE1769
 AE1769  STATE/COUNTY-  CA/LOS ANGELES
 AE1769  USGS QUAD   -  TORRANCE (1981)
 AE1769
 AE1769                         *CURRENT SURVEY CONTROL
 AE1769  ___________________________________________________________________
 AE1769* NAD 83(1986)-  33 51 57.     (N)    118 19 09.     (W)     SCALED    
 AE1769* NAVD 88     -        19.070  (meters)      62.57   (feet)  ADJUSTED  
 AE1769  ___________________________________________________________________
 AE1769  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 AE1769  DYNAMIC HT  -          19.050 (meters)      62.50  (feet)  COMP
 AE1769  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 AE1769
 AE1769  VERT ORDER  -  FIRST     CLASS II
 AE1769
 AE1769.The horizontal coordinates were scaled from a topographic map and have
 AE1769.an estimated accuracy of +/- 6 seconds.
 AE1769
 AE1769.The orthometric height was determined by differential leveling
 AE1769.and adjusted in October 1997.
 AE1769
 AE1769.The geoid height was determined by GEOID03.
 AE1769
 AE1769.The dynamic height is computed by dividing the NAVD 88
 AE1769.geopotential number by the normal gravity value computed on the
 AE1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1769.degrees latitude (g = 980.6199 gals.).
 AE1769
 AE1769.The modeled gravity was interpolated from observed gravity values.
 AE1769
 AE1769;                    North         East    Units  Estimated Accuracy
 AE1769;SPC CA 5     -   540,630.    1,970,470.      MT  (+/- 180 meters Scaled)
 AE1769
 AE1769                          SUPERSEDED SURVEY CONTROL
 AE1769
 AE1769.No superseded survey control is available for this station.
 AE1769
 AE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779480(NAD 83)
 AE1769_MARKER: DB = BENCH MARK DISK
 AE1769_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1769_SP_SET: CURB
 AE1769_STAMPING: 68 LLR 1967
 AE1769_MARK LOGO: MWDSC 
 AE1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1769+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AE1769
 AE1769  HISTORY     - Date     Condition        Report By
 AE1769  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1769  HISTORY     - 19950406 GOOD             MWDSC
 AE1769
 AE1769                          STATION DESCRIPTION
 AE1769
 AE1769'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1769'LOS ANGELES, CA GO NORTH ON 405 FWY AND EXIT AT CRENSHAW BLVD (EXIT TO
 AE1769'182ND ST) .  TURN RIGHT AND GO EAST 0.4 MI (0.6 KM) TO INTERSECTION
 AE1769'WITH VAN NESS AVE.  THE MONUMENT IS ON THE SOUTHWEST SIDE OF SAID
 AE1769'INTERSECTION, 146 FT (44.5 M) WEST OF C/L VAN NESS AVE, 28 FT (8.5 M)
 AE1769'SOUTH OF C/L 182ND ST, EAST OF PP (NO NUMBER) , SURROUNDED BY CLUSTER
 AE1769'OF EUCALYPTUS TREES.  FOUND A 3.25 INCH STD MWD BCM STAMPED 68 LLR
 AE1769'1967 FLUSH ON TOP OF CURB.  REF MWD FB 4034 02 015.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1393 ***********************************************************************
 DX1393  DESIGNATION -  68 RESET
 DX1393  PID         -  DX1393
 DX1393  STATE/COUNTY-  CA/RIVERSIDE
 DX1393  USGS QUAD   -  PECHANGA (1988)
 DX1393
 DX1393                         *CURRENT SURVEY CONTROL
 DX1393  ___________________________________________________________________
 DX1393* NAD 83(1986)-  33 27 54.     (N)    117 06 53.     (W)     SCALED    
 DX1393* NAVD 88     -       317.487  (meters)    1041.62   (feet)  ADJUSTED  
 DX1393  ___________________________________________________________________
 DX1393  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DX1393  DYNAMIC HT  -         317.130 (meters)    1040.45  (feet)  COMP
 DX1393  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 DX1393
 DX1393  VERT ORDER  -  FIRST     CLASS II
 DX1393
 DX1393.The horizontal coordinates were scaled from a topographic map and have
 DX1393.an estimated accuracy of +/- 6 seconds.
 DX1393
 DX1393.The orthometric height was determined by differential leveling
 DX1393.and adjusted in May 1994.
 DX1393
 DX1393.The geoid height was determined by GEOID03.
 DX1393
 DX1393.The dynamic height is computed by dividing the NAVD 88
 DX1393.geopotential number by the normal gravity value computed on the
 DX1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1393.degrees latitude (g = 980.6199 gals.).
 DX1393
 DX1393.The modeled gravity was interpolated from observed gravity values.
 DX1393
 DX1393;                    North         East    Units  Estimated Accuracy
 DX1393;SPC CA 6     -   644,320.    1,919,620.      MT  (+/- 180 meters Scaled)
 DX1393
 DX1393                          SUPERSEDED SURVEY CONTROL
 DX1393
 DX1393  NGVD 29 (??/??/??)  316.804  (m)         1039.38   (f) ADJUSTED    1 2
 DX1393
 DX1393.Superseded values are not recommended for survey control.
 DX1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1393.See file dsdata.txt to determine how the superseded data were derived.
 DX1393
 DX1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT893028(NAD 83)
 DX1393_MARKER: DD = SURVEY DISK
 DX1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1393_SP_SET: CONCRETE POST
 DX1393_STAMPING: 68 RESET
 DX1393_MARK LOGO: CA-065
 DX1393_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1393+STABILITY: SURFACE MOTION
 DX1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1393+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1993
 DX1393
 DX1393  HISTORY     - Date     Condition        Report By
 DX1393  HISTORY     - UNK      MONUMENTED       CA-065
 DX1393  HISTORY     - 1955     GOOD             NGS
 DX1393  HISTORY     - 19930528 GOOD             MWDSC
 DX1393
 DX1393                          STATION DESCRIPTION
 DX1393
 DX1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1393'2.9 MI SE FROM TEMECULA.
 DX1393'2.9 MILES SOUTHEAST ALONG THE PALA ROAD FROM THE POST OFFICE AT
 DX1393'TEMECULA, 29 FEET NORTHEAST OF THE PAVED ROAD, 5 FEET NORTHWEST
 DX1393'OF TELEPHONE NO. 6295, C.W.T., 3 FEET SOUTHWEST OF A 36 INCH
 DX1393'CONCRETE STANDPIPE.  SET A BRASS DISK TOP OF A CONCRETE POST AND
 DX1393'ONE FOOT EAST OF A MARKER POST.
 DX1393
 DX1393                          STATION RECOVERY (1993)
 DX1393
 DX1393'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 DX1393'TEMECULA, FROM THE INTERSECTION OF I-15 AND HWY 79, GO EAST ALONG HWY
 DX1393'79 TO PALA RD.  GO SOUTH ALONG PALA RD.  1.2 MILES (1.9 KM) TO THE
 DX1393'BENCH MARK ON THE EAST SIDE OF PALA ROAD, IN TOP OF A CONCRETE POST
 DX1393'0.1 FOOT (3.0 CM) ABOVE THE GROUND, 4.0 FEET (1.2 M) SOUTHWEST OF A
 DX1393'36 INCH DIAMETER IRRIGATION STANDPIPE AND 1.7 FEET SOUTHEAST OF A 2.5
 DX1393'FEET (0.8 M) HIGH 4 X 4 WOODEN POST PAINTED WHITE WITH RIVERSIDE
 DX1393'COUNTY BM ON THE NORTH AND SOUTH FACE, 118.0 FEET (36.0 M) SOUTH OF
 DX1393'THE CENTERLINE OF VIA CONSUELO, AND 31.0 FEET (9.4 M) EAST OF
 DX1393'MONUMENTED CENTERLINE OF PALA ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4384 ***********************************************************************
 EW4384  DESIGNATION -  68+56.54 BC
 EW4384  PID         -  EW4384
 EW4384  STATE/COUNTY-  CA/LOS ANGELES
 EW4384  USGS QUAD   -  CANOGA PARK (1967)
 EW4384
 EW4384                         *CURRENT SURVEY CONTROL
 EW4384  ___________________________________________________________________
 EW4384* NAD 83(2007)-  34 10 30.04444(N)    118 36 20.75678(W)     ADJUSTED  
 EW4384* NAVD 88     -       263.525  (meters)     864.58   (feet)  ADJUSTED  
 EW4384  ___________________________________________________________________
 EW4384  EPOCH DATE  -        2007.00
 EW4384  X           -  -2,529,188.700 (meters)                     COMP
 EW4384  Y           -  -4,637,749.712 (meters)                     COMP
 EW4384  Z           -   3,562,652.599 (meters)                     COMP
 EW4384  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EW4384  ELLIP HEIGHT-         228.727 (meters)          (02/10/07) ADJUSTED
 EW4384  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4384  DYNAMIC HT  -         263.245 (meters)     863.66  (feet)  COMP
 EW4384
 EW4384  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EW4384  Type    PID    Designation                      North   East  Ellip
 EW4384  -------------------------------------------------------------------
 EW4384  NETWORK EW4384 68+56.54 BC                       0.61   1.02   4.80
 EW4384  -------------------------------------------------------------------
 EW4384  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 EW4384
 EW4384  VERT ORDER  -  FIRST     CLASS I
 EW4384
 EW4384.The horizontal coordinates were established by GPS observations
 EW4384.and adjusted by the National Geodetic Survey in February 2007.
 EW4384
 EW4384.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EW4384.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EW4384.The horizontal coordinates are valid at the epoch date displayed above.
 EW4384.The epoch date for horizontal control is a decimal equivalence
 EW4384.of Year/Month/Day.
 EW4384
 EW4384.The orthometric height was determined by differential leveling
 EW4384.and adjusted in June 1995.
 EW4384
 EW4384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EW4384
 EW4384.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW4384
 EW4384.The ellipsoidal height was determined by GPS observations
 EW4384.and is referenced to NAD 83.
 EW4384
 EW4384.The geoid height was determined by GEOID03.
 EW4384
 EW4384.The dynamic height is computed by dividing the NAVD 88
 EW4384.geopotential number by the normal gravity value computed on the
 EW4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4384.degrees latitude (g = 980.6199 gals.).
 EW4384
 EW4384.The modeled gravity was interpolated from observed gravity values.
 EW4384
 EW4384;                    North         East     Units Scale Factor Converg.
 EW4384;SPC CA 5     -   575,044.320 1,944,153.375   MT  0.99997232   -0 20 43.1
 EW4384;SPC CA 5     - 1,886,624.57  6,378,443.20   sFT  0.99997232   -0 20 43.1
 EW4384;UTM  11      - 3,782,726.356   352,008.610   MT  0.99986998   -0 54 07.8
 EW4384
 EW4384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW4384!SPC CA 5     -   0.99996410  x   0.99997232  =   0.99993642
 EW4384!UTM  11      -   0.99996410  x   0.99986998  =   0.99983408
 EW4384
 EW4384                          SUPERSEDED SURVEY CONTROL
 EW4384
 EW4384  NAD 83(1994)-  34 10 30.03226(N)    118 36 20.74413(W) AD(1995.00) 1
 EW4384  ELLIP H (11/30/95)  228.739  (m)                       GP(1995.00) 4 2
 EW4384  NAVD 88 (10/28/92)  263.524  (m)          864.58   (f) UNKNOWN     1 1
 EW4384  NGVD 29 (??/??/92)  262.736  (m)          861.99   (f) ADJ UNCH    1 1
 EW4384
 EW4384.Superseded values are not recommended for survey control.
 EW4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4384.See file dsdata.txt to determine how the superseded data were derived.
 EW4384
 EW4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5200982726(NAD 83)
 EW4384_MARKER: DD = SURVEY DISK
 EW4384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4384_SP_SET: CONCRETE POST
 EW4384_STAMPING: 68+56.54 BC
 EW4384_MARK LOGO: CADT  
 EW4384_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4384+STABILITY: SURFACE MOTION
 EW4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4384+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4384
 EW4384  HISTORY     - Date     Condition        Report By
 EW4384  HISTORY     - UNK      MONUMENTED       CADH
 EW4384  HISTORY     - 1968     GOOD
 EW4384  HISTORY     - 1974     GOOD             CA1980
 EW4384  HISTORY     - 1978     GOOD             NGS
 EW4384  HISTORY     - 19890516 GOOD             NGS
 EW4384  HISTORY     - 19940613 GOOD             NGS
 EW4384  HISTORY     - 20021101 MARK NOT FOUND   CADT
 EW4384
 EW4384                          STATION DESCRIPTION
 EW4384
 EW4384'DESCRIBED 1968
 EW4384'AT LOS ANGELES.
 EW4384'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT, STAMPED 68 PLUS 56.54
 EW4384'BC, ON THE CENTER LINE OF TOPANGA CANYON BOULEVARD AT THE
 EW4384'BEGINNING OF FIRST CURVE NORTH OF BURBANK BOULEVARD, 21.8 FEET
 EW4384'SOUTH OF POWER POLE 123922M.
 EW4384
 EW4384                          STATION RECOVERY (1974)
 EW4384
 EW4384'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4384'RECOVERED IN GOOD CONDITION.
 EW4384
 EW4384                          STATION RECOVERY (1978)
 EW4384
 EW4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4384'0.3 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE HIGHWAY 101
 EW4384'OVERPASS AT WOODLAND HILLS, SET IN CONCRETE IN THE CENTER LINE OF
 EW4384'TOPANGA CANYON BOULEVARD AT THE BEGINNING OF FIRST CURVE NORTH OF
 EW4384'BURBANK BOULEVARD, 120 FT. NORTH OF INTERSECTION OF COLLINS STREET,
 EW4384'75 FT. SOUTH OF INTERSECTION OF MARYLEE STREET, 21.8 FT. SOUTH OF
 EW4384'POWER POLE NUMBER 123922M.
 EW4384
 EW4384                          STATION RECOVERY (1989)
 EW4384
 EW4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4384'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--7.7
 EW4384'M (25.3 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EW4384'BOULEVARD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE MEDIAN.
 EW4384'DELETE--21.8 FEET SOUTH OF POWER POLE 123922M.
 EW4384
 EW4384                          STATION RECOVERY (1994)
 EW4384
 EW4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4384'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4384'CANOGA PARK, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4384'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE
 EW4384'HIGHWAY, 35.2 M (115.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF MARYLEE
 EW4384'STREET, 7.7 M (25.3 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF
 EW4384'THE HIGHWAY, 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4384'LANES OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 EW4384'BELOW THE LEVEL OF THE MEDIAN.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4384'THROUGH A 5-INCH METAL COVER.
 EW4384
 EW4384                          STATION RECOVERY (2002)
 EW4384
 EW4384'RECOVERY NOTE BY CALTRANS 2002 (GND)
 EW4384'MONUMENT DESTROYED BY ROAD RECONSTRUCTION JULY 1999. SPIKE AND
 EW4384'CALTRANS WASHER SET BY CALTRANS SURVEYOR, KERRY TRENTO, ON 10/30/99,
 EW4384'FROM TIES SET PRIOR TO RECONSTRUCTION. SEE LA COUNTY SURVEYORS CORNER
 EW4384'RECORD PWFB 1710, P125 FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2510 ***********************************************************************
 HS2510  DESIGNATION -  68.03 USBR
 HS2510  PID         -  HS2510
 HS2510  STATE/COUNTY-  CA/MERCED
 HS2510  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2510
 HS2510                         *CURRENT SURVEY CONTROL
 HS2510  ___________________________________________________________________
 HS2510* NAD 83(1986)-  37 07 04.     (N)    121 02 04.     (W)     SCALED    
 HS2510* NAVD 88     -        55.12   (+/-2cm)     180.8    (feet)  VERTCON   
 HS2510  ___________________________________________________________________
 HS2510  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HS2510  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2510
 HS2510.The horizontal coordinates were scaled from a topographic map and have
 HS2510.an estimated accuracy of +/- 6 seconds.
 HS2510
 HS2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2510.The vertical order pertains to the NGVD 29 superseded value.
 HS2510
 HS2510.The geoid height was determined by GEOID03.
 HS2510
 HS2510;                    North         East    Units  Estimated Accuracy
 HS2510;SPC CA 3     -   568,700.    1,952,500.      MT  (+/- 180 meters Scaled)
 HS2510
 HS2510                          SUPERSEDED SURVEY CONTROL
 HS2510
 HS2510  NGVD 29 (??/??/??)   54.294  (m)          178.13   (f) ADJUSTED    1 1
 HS2510
 HS2510.Superseded values are not recommended for survey control.
 HS2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2510.See file dsdata.txt to determine how the superseded data were derived.
 HS2510
 HS2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG746097(NAD 83)
 HS2510_MARKER: DD = SURVEY DISK
 HS2510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2510_SP_SET: BRIDGE ABUTMENT
 HS2510_STAMPING: 68.03
 HS2510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2510
 HS2510  HISTORY     - Date     Condition        Report By
 HS2510  HISTORY     - UNK      MONUMENTED       BOR
 HS2510  HISTORY     - 1967     GOOD             NGS
 HS2510  HISTORY     - 1969     GOOD             NGS
 HS2510
 HS2510                          STATION DESCRIPTION
 HS2510
 HS2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2510'15.1 MI SW FROM GUSTINE.
 HS2510'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2510'PACIFIC COMPANY RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES
 HS2510'WEST ALONG SULLIVAN ROAD, THENCE 10.1 MILES SOUTH ALONG THE
 HS2510'DELTA-MENDOTA CANAL, 0.95 MILE EAST OF BENCH MARK R 1096, IN THE
 HS2510'TOP AND 1.2 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 HS2510'ABUTMENT OF MC CABE ROAD BRIDGE OVER THE CANAL, 13 FEET NORTH OF
 HS2510'THE CENTER LINE OF MC CABE ROAD, 35 FEET WEST OF THE CENTER LINE
 HS2510'OF THE EAST LEVEE ROAD OF THE CANAL, AND ABOUT LEVEL WITH THE
 HS2510'ROAD.
 HS2510
 HS2510                          STATION RECOVERY (1969)
 HS2510
 HS2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HS2510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0197 ***********************************************************************
 KS0197  DESIGNATION -  6803.3
 KS0197  PID         -  KS0197
 KS0197  STATE/COUNTY-  CA/PLACER
 KS0197  USGS QUAD   -  SODA SPRINGS (1979)
 KS0197
 KS0197                         *CURRENT SURVEY CONTROL
 KS0197  ___________________________________________________________________
 KS0197* NAD 83(1986)-  39 17 07.     (N)    120 22 46.     (W)     SCALED    
 KS0197* NAVD 88     -      2074.86   (+/-2cm)    6807.3    (feet)  VERTCON   
 KS0197  ___________________________________________________________________
 KS0197  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KS0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0197
 KS0197.The horizontal coordinates were scaled from a topographic map and have
 KS0197.an estimated accuracy of +/- 6 seconds.
 KS0197
 KS0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0197.The vertical order pertains to the NGVD 29 superseded value.
 KS0197
 KS0197.The geoid height was determined by GEOID03.
 KS0197
 KS0197;                    North         East    Units  Estimated Accuracy
 KS0197;SPC CA 2     -   680,920.    2,139,800.      MT  (+/- 180 meters Scaled)
 KS0197
 KS0197                          SUPERSEDED SURVEY CONTROL
 KS0197
 KS0197  NGVD 29 (??/??/??) 2073.662  (m)         6803.34   (f) ADJUSTED    2 0
 KS0197
 KS0197.Superseded values are not recommended for survey control.
 KS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0197.See file dsdata.txt to determine how the superseded data were derived.
 KS0197
 KS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ260517(NAD 83)
 KS0197_MARKER: N = NAIL
 KS0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0197_SP_SET: TREE
 KS0197_MARK LOGO: USGS  
 KS0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0197
 KS0197  HISTORY     - Date     Condition        Report By
 KS0197  HISTORY     - UNK      MONUMENTED       USGS
 KS0197  HISTORY     - 1952     GOOD             CGS
 KS0197
 KS0197                          STATION DESCRIPTION
 KS0197
 KS0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0197'3.3 MI S FROM SODA SPRINGS.
 KS0197'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0197'SODA SPRINGS, THENCE 3.05 MILES SOUTH ALONG THE SODA
 KS0197'SPRINGS-FRENCH MEADOW ROAD, AT A SMALL CLEARING, IN THE ROOT AT
 KS0197'THE NORTHWEST SIDE OF A LARGE FIR TREE, 47 1/2 FEET EAST OF THE
 KS0197'CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTH OF THE CENTER OF A
 KS0197'SMALL SANDY WASH, ABOUT 7 1/2 FEET HIGHER THAN THE LEVEL OF THE
 KS0197'ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS AND NUMBERS USBM
 KS0197'6803/3 ON A BOARD FASTENED TO THE TREE.  A TRIANGULAR BLAZE AND
 KS0197'A CROSS ARE PAINTED ON THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5328 ***********************************************************************
 DX5328  DESIGNATION -  681+94 RESET
 DX5328  PID         -  DX5328
 DX5328  STATE/COUNTY-  CA/RIVERSIDE
 DX5328  USGS QUAD   -  WINCHESTER (1979)
 DX5328
 DX5328                         *CURRENT SURVEY CONTROL
 DX5328  ___________________________________________________________________
 DX5328* NAD 83(1986)-  33 41 08.     (N)    117 04 30.     (W)     SCALED    
 DX5328* NAVD 88     -       456.611  (meters)    1498.06   (feet)  ADJUSTED  
 DX5328  ___________________________________________________________________
 DX5328  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX5328  DYNAMIC HT  -         456.088 (meters)    1496.35  (feet)  COMP
 DX5328  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 DX5328
 DX5328  VERT ORDER  -  FIRST     CLASS II
 DX5328
 DX5328.The horizontal coordinates were scaled from a topographic map and have
 DX5328.an estimated accuracy of +/- 6 seconds.
 DX5328
 DX5328.The orthometric height was determined by differential leveling
 DX5328.and adjusted in January 1993.
 DX5328
 DX5328.The geoid height was determined by GEOID03.
 DX5328
 DX5328.The dynamic height is computed by dividing the NAVD 88
 DX5328.geopotential number by the normal gravity value computed on the
 DX5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5328.degrees latitude (g = 980.6199 gals.).
 DX5328
 DX5328.The modeled gravity was interpolated from observed gravity values.
 DX5328
 DX5328;                    North         East    Units  Estimated Accuracy
 DX5328;SPC CA 6     -   668,750.    1,923,510.      MT  (+/- 180 meters Scaled)
 DX5328
 DX5328                          SUPERSEDED SURVEY CONTROL
 DX5328
 DX5328.No superseded survey control is available for this station.
 DX5328
 DX5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT930272(NAD 83)
 DX5328_MARKER: DD = SURVEY DISK
 DX5328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5328_SP_SET: WINGWALL
 DX5328_STAMPING: 681+94 RESET
 DX5328_MARK LOGO: MWDSC 
 DX5328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5328+STABILITY: SURFACE MOTION
 DX5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5328+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 DX5328
 DX5328  HISTORY     - Date     Condition        Report By
 DX5328  HISTORY     - 1985     MONUMENTED       MWDSC
 DX5328  HISTORY     - 19921112 GOOD             MWDSC
 DX5328
 DX5328                          STATION DESCRIPTION
 DX5328
 DX5328'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1985
 DX5328'1.6 MILES (2.6 KM) SOUTHEAST OF WINCHESTER, 0.4 MILE (0.6 KM)
 DX5328'EAST OF WINCHESTER RD AT THE NORTHWEST CORNER OF NEWPORT RD INLET
 DX5328'CONTROL STRUCTURE, 100 FEET (30.5 M) NORTH OF HEADWALL  AT SAN DIEGO
 DX5328'CANAL STATION 681+94. FOUND A 1-3/8 INCH BRASS DISK SET IN TOP OF
 DX5328'WING WALL EAST SIDE OF CANAL
 DX5328
 DX5328                          STATION RECOVERY (1992)
 DX5328
 DX5328'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0364 ***********************************************************************
 HR0364  DESIGNATION -  6815
 HR0364  PID         -  HR0364
 HR0364  STATE/COUNTY-  CA/MONO
 HR0364  USGS QUAD   -  TOMS PLACE (1994)
 HR0364
 HR0364                         *CURRENT SURVEY CONTROL
 HR0364  ___________________________________________________________________
 HR0364* NAD 83(1986)-  37 33 19.     (N)    118 39 20.     (W)     SCALED    
 HR0364* NAVD 88     -      2077.037  (meters)    6814.41   (feet)  POSTED    
 HR0364  ___________________________________________________________________
 HR0364  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 HR0364  DYNAMIC HT  -        2074.480 (meters)    6806.02  (feet)  COMP
 HR0364  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 HR0364
 HR0364  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HR0364
 HR0364.The horizontal coordinates were scaled from a topographic map and have
 HR0364.an estimated accuracy of +/- 6 seconds.
 HR0364
 HR0364.The orthometric height was determined by differential leveling
 HR0364.and adjusted in October 2003.
 HR0364.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HR0364.was located on a no-check spur therefore a value was not computed.
 HR0364.No vertical observational check was made to the station.
 HR0364
 HR0364.The geoid height was determined by GEOID03.
 HR0364
 HR0364.The dynamic height is computed by dividing the NAVD 88
 HR0364.geopotential number by the normal gravity value computed on the
 HR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0364.degrees latitude (g = 980.6199 gals.).
 HR0364
 HR0364.The modeled gravity was interpolated from observed gravity values.
 HR0364
 HR0364;                    North         East    Units  Estimated Accuracy
 HR0364;SPC CA 3     -   618,720.    2,162,950.      MT  (+/- 180 meters Scaled)
 HR0364
 HR0364                          SUPERSEDED SURVEY CONTROL
 HR0364
 HR0364  NGVD 29 (??/??/92) 2075.684  (m)         6809.97   (f) ADJ UNCH    1 2
 HR0364
 HR0364.Superseded values are not recommended for survey control.
 HR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0364.See file dsdata.txt to determine how the superseded data were derived.
 HR0364
 HR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB537577(NAD 83)
 HR0364_MARKER: DD = SURVEY DISK
 HR0364_SETTING: 80 = SET IN A BOULDER
 HR0364_SP_SET: BOULDER
 HR0364_STAMPING: 681
 HR0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0364+STABILITY: SURFACE MOTION
 HR0364
 HR0364  HISTORY     - Date     Condition        Report By
 HR0364  HISTORY     - UNK      MONUMENTED       USGS
 HR0364  HISTORY     - 1957     POOR             NGS
 HR0364  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0364
 HR0364                          STATION DESCRIPTION
 HR0364
 HR0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0364'1.6 MI SE FROM TOMS PLACE.
 HR0364'1.2 MILES EAST ALONG U.S. HIGHWAY 395 FROM THE CONCRETE BRIDGE
 HR0364'OVER ROCK CREEK AT TOMS PLACE, THENCE 0.4 MILE SOUTHEAST ALONG
 HR0364'A PAVED ROAD (FORMER ALIGNMENT OF THE HIGHWAY), IN R 30 E,
 HR0364'T 4 S, IN THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF
 HR0364'SECTION 34, ON THE OUTSIDE OF A HORSESHOE CURVE, AT THE SOUTH
 HR0364'END OF A SMALL MEADOW, ON THE WEST BANK OF ROCK CREEK, IN THE
 HR0364'TOP OF A LARGE GRANITE BOULDER, ABOUT 200 FEET EAST OF THE
 HR0364'CENTER LINE OF THE ROAD, AND ABOUT 50 FEET LOWER THAN THE
 HR0364'ROAD.  NOTE-- MOST OF THE DISK HAS BEEN BROKEN OFF AND THE
 HR0364'REMAINDER HAS BEEN MUTILATED, 681 IS ALL OF THE STAMPING THAT
 HR0364'IS LEGIBLE.
 HR0364
 HR0364                          STATION RECOVERY (1986)
 HR0364
 HR0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0364'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0084 ***********************************************************************
 FV0084  DESIGNATION -  682
 FV0084  PID         -  FV0084
 FV0084  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0084  USGS QUAD   -  PASO ROBLES (1979)
 FV0084
 FV0084                         *CURRENT SURVEY CONTROL
 FV0084  ___________________________________________________________________
 FV0084* NAD 83(1986)-  35 39 35.     (N)    120 41 45.     (W)     SCALED    
 FV0084* NAVD 88     -       208.734  (meters)     684.82   (feet)  ADJUSTED  
 FV0084  ___________________________________________________________________
 FV0084  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 FV0084  DYNAMIC HT  -         208.543 (meters)     684.19  (feet)  COMP
 FV0084  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 FV0084
 FV0084  VERT ORDER  -  FIRST     CLASS I
 FV0084
 FV0084.The horizontal coordinates were scaled from a topographic map and have
 FV0084.an estimated accuracy of +/- 6 seconds.
 FV0084
 FV0084.The orthometric height was determined by differential leveling
 FV0084.and adjusted in June 1991.
 FV0084
 FV0084.The geoid height was determined by GEOID03.
 FV0084
 FV0084.The dynamic height is computed by dividing the NAVD 88
 FV0084.geopotential number by the normal gravity value computed on the
 FV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0084.degrees latitude (g = 980.6199 gals.).
 FV0084
 FV0084.The modeled gravity was interpolated from observed gravity values.
 FV0084
 FV0084;                    North         East    Units  Estimated Accuracy
 FV0084;SPC CA 5     -   742,850.    1,755,910.      MT  (+/- 180 meters Scaled)
 FV0084
 FV0084                          SUPERSEDED SURVEY CONTROL
 FV0084
 FV0084  NGVD 29 (??/??/??)  207.792  (m)          681.73   (f) ADJUSTED    1 1
 FV0084
 FV0084.Superseded values are not recommended for survey control.
 FV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0084.See file dsdata.txt to determine how the superseded data were derived.
 FV0084
 FV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE085486(NAD 83)
 FV0084_MARKER: Q = CHISELED SQUARE
 FV0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FV0084_SP_SET: HEADWALL
 FV0084_MARK LOGO: NONE  
 FV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0084+STABILITY: SURFACE MOTION
 FV0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0084+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 FV0084
 FV0084  HISTORY     - Date     Condition        Report By
 FV0084  HISTORY     - UNK      MONUMENTED       USGS
 FV0084  HISTORY     - 1968     GOOD             NGS
 FV0084  HISTORY     - 19890123 GOOD             NGS
 FV0084  HISTORY     - 20071101 GOOD             CADT
 FV0084
 FV0084                          STATION DESCRIPTION
 FV0084
 FV0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0084'2.8 MI N FROM PASO ROBLES.
 FV0084'2.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0084'FROM THE STATION AT PASO ROBLES, IN THE TOP AND 2.4 FEET SOUTH
 FV0084'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF CULVERT
 FV0084'213.51, 8.5 FEET WEST OF THE WEST RAIL, AND ABOUT 2 1/2 FEET
 FV0084'LOWER THAN THE TRACK.
 FV0084
 FV0084                          STATION RECOVERY (1989)
 FV0084
 FV0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0084'RECOVERED IN GOOD CONDITION.
 FV0084
 FV0084                          STATION RECOVERY (2007)
 FV0084
 FV0084'RECOVERY NOTE BY CALTRANS 2007 (CM)
 FV0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0087 ***********************************************************************
 FV0087  DESIGNATION -  683
 FV0087  PID         -  FV0087
 FV0087  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0087  USGS QUAD   -  PASO ROBLES (1979)
 FV0087
 FV0087                         *CURRENT SURVEY CONTROL
 FV0087  ___________________________________________________________________
 FV0087* NAD 83(1986)-  35 40 26.     (N)    120 41 36.     (W)     SCALED    
 FV0087* NAVD 88     -       209.27   (+/-2cm)     686.6    (feet)  VERTCON   
 FV0087  ___________________________________________________________________
 FV0087  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 FV0087  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0087
 FV0087.The horizontal coordinates were scaled from a topographic map and have
 FV0087.an estimated accuracy of +/- 6 seconds.
 FV0087
 FV0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0087.The vertical order pertains to the NGVD 29 superseded value.
 FV0087
 FV0087.The geoid height was determined by GEOID03.
 FV0087
 FV0087;                    North         East    Units  Estimated Accuracy
 FV0087;SPC CA 5     -   744,420.    1,756,180.      MT  (+/- 180 meters Scaled)
 FV0087
 FV0087                          SUPERSEDED SURVEY CONTROL
 FV0087
 FV0087  NGVD 29 (??/??/92)  208.328  (m)          683.49   (f) ADJ UNCH    1 2
 FV0087
 FV0087.Superseded values are not recommended for survey control.
 FV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0087.See file dsdata.txt to determine how the superseded data were derived.
 FV0087
 FV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE087502(NAD 83)
 FV0087_MARKER: DD = SURVEY DISK
 FV0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FV0087_SP_SET: ABUTMENT
 FV0087_STAMPING: 683 5 1916
 FV0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FV0087
 FV0087  HISTORY     - Date     Condition        Report By
 FV0087  HISTORY     - 1916     MONUMENTED       USGS
 FV0087  HISTORY     - 1933     GOOD             NGS
 FV0087  HISTORY     - 1968     MARK NOT FOUND   NGS
 FV0087
 FV0087                          STATION DESCRIPTION
 FV0087
 FV0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FV0087'3.3 MI N FROM PASO ROBLES.
 FV0087'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0087'PASO ROBLES, SAN LUIS OBISPO COUNTY, AT MILEAGE 212.9, AT
 FV0087'UNDERPASS NO. 212 H, AND IN THE TOP OF THE EAST END OF THE SOUTH
 FV0087'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FV0087'STAMPED 683 5 1916.
 FV0087
 FV0087                          STATION RECOVERY (1968)
 FV0087
 FV0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FV0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5318 ***********************************************************************
 EW5318  DESIGNATION -  683 USE
 EW5318  PID         -  EW5318
 EW5318  STATE/COUNTY-  CA/VENTURA
 EW5318  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5318
 EW5318                         *CURRENT SURVEY CONTROL
 EW5318  ___________________________________________________________________
 EW5318* NAD 83(1986)-  34 23 40.     (N)    119 04 31.     (W)     SCALED    
 EW5318* NAVD 88     -       200.526  (meters)     657.89   (feet)  READJUSTED
 EW5318  ___________________________________________________________________
 EW5318  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW5318  DYNAMIC HT  -         200.310 (meters)     657.18  (feet)  COMP
 EW5318  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 EW5318
 EW5318  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5318
 EW5318.The horizontal coordinates were scaled from a topographic map and have
 EW5318.an estimated accuracy of +/- 6 seconds.
 EW5318
 EW5318.The orthometric height was determined by differential leveling
 EW5318.and adjusted in February 1993.
 EW5318.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5318.distribution rate of 0.0 thru 1.0 mm/km.
 EW5318.The height was derived from older observations constrained to new
 EW5318.heights in a crustal motion area.  The height is approximate in
 EW5318.relation to other heights in its vicinity.
 EW5318
 EW5318.The geoid height was determined by GEOID03.
 EW5318
 EW5318.The dynamic height is computed by dividing the NAVD 88
 EW5318.geopotential number by the normal gravity value computed on the
 EW5318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5318.degrees latitude (g = 980.6199 gals.).
 EW5318
 EW5318.The modeled gravity was interpolated from observed gravity values.
 EW5318
 EW5318;                    North         East    Units  Estimated Accuracy
 EW5318;SPC CA 5     -   599,750.    1,901,130.      MT  (+/- 180 meters Scaled)
 EW5318
 EW5318                          SUPERSEDED SURVEY CONTROL
 EW5318
 EW5318  NGVD 29 (??/??/92)  199.735  (m)          655.30   (f) ADJ UNCH    1 1
 EW5318
 EW5318.Superseded values are not recommended for survey control.
 EW5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5318.See file dsdata.txt to determine how the superseded data were derived.
 EW5318
 EW5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU092078(NAD 83)
 EW5318_MARKER: DD = SURVEY DISK
 EW5318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5318_SP_SET: COLUMN
 EW5318_STAMPING: 683
 EW5318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5318
 EW5318  HISTORY     - Date     Condition        Report By
 EW5318  HISTORY     - UNK      MONUMENTED       DOD
 EW5318  HISTORY     - 1969     GOOD             CA-111
 EW5318  HISTORY     - 1977     GOOD             NGS
 EW5318
 EW5318                          STATION DESCRIPTION
 EW5318
 EW5318'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5318'3.2 MI N FROM SANTA PAULA.
 EW5318'3.24 MILES NORTHERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 126,
 EW5318'A U.S. ARMY CORPS OF ENGINEERS BRONZE DISK SET IN CONCRETE
 EW5318'COLUMN, 19 FEET EASTERLY OF WHITE LINE HIGHWAY 150, 15 FEET
 EW5318'SOUTHERLY AT POWER POLE NO. 1561562E, 2 FEET WESTERLY OF THE
 EW5318'SOUTHWESTELY CORNER OF BARB WIRE FENCE.
 EW5318
 EW5318                          STATION RECOVERY (1977)
 EW5318
 EW5318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2135 ***********************************************************************
 EW2135  DESIGNATION -  683.566 C OF LA
 EW2135  PID         -  EW2135
 EW2135  STATE/COUNTY-  CA/LOS ANGELES
 EW2135  USGS QUAD   -  BURBANK (1994)
 EW2135
 EW2135                         *CURRENT SURVEY CONTROL
 EW2135  ___________________________________________________________________
 EW2135* NAD 83(1986)-  34 07 54.     (N)    118 21 09.     (W)     SCALED    
 EW2135* NAVD 88     -       209.14   (+/-2cm)     686.2    (feet)  VERTCON   
 EW2135  ___________________________________________________________________
 EW2135  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EW2135  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2135
 EW2135.The horizontal coordinates were scaled from a topographic map and have
 EW2135.an estimated accuracy of +/- 6 seconds.
 EW2135
 EW2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2135.The vertical order pertains to the NGVD 29 superseded value.
 EW2135
 EW2135.The geoid height was determined by GEOID03.
 EW2135
 EW2135;                    North         East    Units  Estimated Accuracy
 EW2135;SPC CA 5     -   570,130.    1,967,490.      MT  (+/- 180 meters Scaled)
 EW2135
 EW2135                          SUPERSEDED SURVEY CONTROL
 EW2135
 EW2135  NGVD 29 (??/??/92)  208.35   (m)          683.6    (f) COMPUTED    1 2
 EW2135
 EW2135.Superseded values are not recommended for survey control.
 EW2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2135.See file dsdata.txt to determine how the superseded data were derived.
 EW2135
 EW2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT752775(NAD 83)
 EW2135_MARKER: S = SPIKE
 EW2135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2135_SP_SET: CATCH BASIN
 EW2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2135
 EW2135  HISTORY     - Date     Condition        Report By
 EW2135  HISTORY     - UNK      MONUMENTED       CA1980
 EW2135  HISTORY     - 1945     GOOD             NGS
 EW2135  HISTORY     - 1966     GOOD             NGS
 EW2135
 EW2135                          STATION DESCRIPTION
 EW2135
 EW2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2135'AT LOS ANGELES.
 EW2135'AT LOS ANGELES AT THE INTERSECTION OF CAHUENGA BOULEVARD AND
 EW2135'IONE DRIVE, IN THE SOUTHEAST CURB OF IONE DRIVE, AND IN THE
 EW2135'SOUTHWEST END OF A CATCH BASIN, 25.3 FEET SOUTHWEST OF THE
 EW2135'SOUTHWEST CURBLINE OF CAHUENGA BOULEVARD.  THE TOP OF A CUT
 EW2135'SPIKE SET IN CONCRETE.
 EW2135
 EW2135                          STATION RECOVERY (1966)
 EW2135
 EW2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0409 ***********************************************************************
 HR0409  DESIGNATION -  6834
 HR0409  PID         -  HR0409
 HR0409  STATE/COUNTY-  CA/MONO
 HR0409  USGS QUAD   -  CONVICT LAKE (1994)
 HR0409
 HR0409                         *CURRENT SURVEY CONTROL
 HR0409  ___________________________________________________________________
 HR0409* NAD 83(1986)-  37 35 43.     (N)    118 47 48.     (W)     SCALED    
 HR0409* NAVD 88     -      2083.10   (+/-2cm)    6834.3    (feet)  VERTCON   
 HR0409  ___________________________________________________________________
 HR0409  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 HR0409  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0409
 HR0409.The horizontal coordinates were scaled from a topographic map and have
 HR0409.an estimated accuracy of +/- 6 seconds.
 HR0409
 HR0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0409.The vertical order pertains to the NGVD 29 superseded value.
 HR0409
 HR0409.The geoid height was determined by GEOID03.
 HR0409
 HR0409;                    North         East    Units  Estimated Accuracy
 HR0409;SPC CA 3     -   622,920.    2,150,410.      MT  (+/- 180 meters Scaled)
 HR0409
 HR0409                          SUPERSEDED SURVEY CONTROL
 HR0409
 HR0409  NGVD 29 (??/??/92) 2081.55   (m)         6829.2    (f) COMPUTED    1 2
 HR0409
 HR0409.Superseded values are not recommended for survey control.
 HR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0409.See file dsdata.txt to determine how the superseded data were derived.
 HR0409
 HR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB413624(NAD 83)
 HR0409_MARKER: DD = SURVEY DISK
 HR0409_SETTING: 66 = SET IN ROCK OUTCROP
 HR0409_SP_SET: ROCK OUTCROP
 HR0409_STAMPING: 6834 B 1905 9
 HR0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0409+STABILITY: POSITION/ELEVATION WELL
 HR0409
 HR0409  HISTORY     - Date     Condition        Report By
 HR0409  HISTORY     - 1905     MONUMENTED       USGS
 HR0409  HISTORY     - 1957     MARK NOT FOUND   NGS
 HR0409
 HR0409                          STATION DESCRIPTION
 HR0409
 HR0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0409'7.8 MI SE FROM CASA DIABLO.
 HR0409'ABOUT 1 MILE NORTH OF MC GEE CREEK, ABOUT 1 MILE NORTH OF THE
 HR0409'EATON HOUSE, 0.4 MILE EAST OF THE HIGHWAY, SOUTH OF A WIRE
 HR0409'FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES
 HR0409'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6834 B 1905 9.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0689 ***********************************************************************
 JR0689  DESIGNATION -  6837
 JR0689  PID         -  JR0689
 JR0689  STATE/COUNTY-  CA/MONO
 JR0689  USGS QUAD   -  MOUNT JACKSON (1989)
 JR0689
 JR0689                         *CURRENT SURVEY CONTROL
 JR0689  ___________________________________________________________________
 JR0689* NAD 83(1986)-  38 18 29.     (N)    119 18 51.     (W)     SCALED    
 JR0689* NAVD 88     -      2086.491  (meters)    6845.43   (feet)  POSTED    
 JR0689  ___________________________________________________________________
 JR0689  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 JR0689  DYNAMIC HT  -        2084.000 (meters)    6837.26  (feet)  COMP
 JR0689  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 JR0689
 JR0689  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0689
 JR0689.The horizontal coordinates were scaled from a topographic map and have
 JR0689.an estimated accuracy of +/- 6 seconds.
 JR0689
 JR0689.The orthometric height was determined by differential leveling
 JR0689.and adjusted in October 2003.
 JR0689.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0689.rate of 1.1 thru 2.0 mm/km.
 JR0689
 JR0689.The geoid height was determined by GEOID03.
 JR0689
 JR0689.The dynamic height is computed by dividing the NAVD 88
 JR0689.geopotential number by the normal gravity value computed on the
 JR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0689.degrees latitude (g = 980.6199 gals.).
 JR0689
 JR0689.The modeled gravity was interpolated from observed gravity values.
 JR0689
 JR0689;                    North         East    Units  Estimated Accuracy
 JR0689;SPC CA 3     -   701,320.    2,103,710.      MT  (+/- 180 meters Scaled)
 JR0689
 JR0689                          SUPERSEDED SURVEY CONTROL
 JR0689
 JR0689  NGVD 29 (??/??/92) 2085.115  (m)         6840.91   (f) ADJ UNCH    1 2
 JR0689
 JR0689.Superseded values are not recommended for survey control.
 JR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0689.See file dsdata.txt to determine how the superseded data were derived.
 JR0689
 JR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC976425(NAD 83)
 JR0689_MARKER: P = PIPE CAP
 JR0689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0689_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0689_STAMPING: 6837 0
 JR0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0689
 JR0689  HISTORY     - Date     Condition        Report By
 JR0689  HISTORY     - UNK      MONUMENTED       USGS
 JR0689  HISTORY     - 1957     GOOD             NGS
 JR0689  HISTORY     - 19840925 MARK NOT FOUND   USGS
 JR0689
 JR0689                          STATION DESCRIPTION
 JR0689
 JR0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0689'6.5 MI NW FROM BRIDGEPORT.
 JR0689'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE
 JR0689'AT BRIDGEPORT, 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JR0689'HUTOON RANCHHOUSE, 33.4 FEET SOUTH OF THE CENTER OF THE WEST END
 JR0689'OF 36-INCH CORRUGATED METAL PIPE CULVERT J 228+75, 27.6 FEET
 JR0689'EAST OF A FENCE, 18 1/2 FEET WEST OF THE CENTER LINE OF THE
 JR0689'HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 JR0689'THAN THE HIGHWAY, AND RIVETED OF A WITNESS POST, ABOUT 1 FOOT
 JR0689'HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 JR0689'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 JR0689
 JR0689                          STATION RECOVERY (1984)
 JR0689
 JR0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (JEB)
 JR0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0634 ***********************************************************************
 DY0634  DESIGNATION -  684 C OF LB
 DY0634  PID         -  DY0634
 DY0634  STATE/COUNTY-  CA/LOS ANGELES
 DY0634  USGS QUAD   -  LONG BEACH (1981)
 DY0634
 DY0634                         *CURRENT SURVEY CONTROL
 DY0634  ___________________________________________________________________
 DY0634* NAD 83(1986)-  33 46 31.     (N)    118 07 41.     (W)     SCALED    
 DY0634* NAVD 88     -        10.22   (+/-2cm)      33.5    (feet)  VERTCON   
 DY0634  ___________________________________________________________________
 DY0634  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0634  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0634
 DY0634.The horizontal coordinates were scaled from a topographic map and have
 DY0634.an estimated accuracy of +/- 6 seconds.
 DY0634
 DY0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0634.The vertical order pertains to the NGVD 29 superseded value.
 DY0634
 DY0634.The geoid height was determined by GEOID03.
 DY0634
 DY0634;                    North         East    Units  Estimated Accuracy
 DY0634;SPC CA 5     -   530,540.    1,988,140.      MT  (+/- 180 meters Scaled)
 DY0634
 DY0634                          SUPERSEDED SURVEY CONTROL
 DY0634
 DY0634  NGVD 29 (??/??/92)    9.453  (m)           31.01   (f) ADJ UNCH    1 2
 DY0634
 DY0634.Superseded values are not recommended for survey control.
 DY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0634.See file dsdata.txt to determine how the superseded data were derived.
 DY0634
 DY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT955378(NAD 83)
 DY0634_MARKER: DD = SURVEY DISK
 DY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0634+STABILITY: SURFACE MOTION
 DY0634
 DY0634  HISTORY     - Date     Condition        Report By
 DY0634  HISTORY     - UNK      MONUMENTED       CA1980
 DY0634  HISTORY     - 1954     GOOD             NGS
 DY0634
 DY0634                          STATION DESCRIPTION
 DY0634
 DY0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0634'AT LONG BEACH.
 DY0634'AT LONG BEACH, AT THE CENTER OF THE INTERSECTION OF EAST SEVENTH
 DY0634'STREET AND SANTIAGO AVENUE.  A CITY OF LONG BEACH STANDARD
 DY0634'DISK, SET IN THE TOP OF A CONCRETE POST ABOUT 2 FEET BELOW
 DY0634'THE STREET SURFACE, ACCESS TO WHICH IS HAD THROUGH A 6-INCH
 DY0634'TUBE WITH A CAST-IRON COVER MARKED LB MON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0775 ***********************************************************************
 KS0775  DESIGNATION -  684 USGS
 KS0775  PID         -  KS0775
 KS0775  STATE/COUNTY-  CA/YUBA
 KS0775  USGS QUAD   -  SMARTVILLE (1995)
 KS0775
 KS0775                         *CURRENT SURVEY CONTROL
 KS0775  ___________________________________________________________________
 KS0775* NAD 83(1986)-  39 12 23.     (N)    121 17 49.     (W)     SCALED    
 KS0775* NAVD 88     -       209.24   (+/-2cm)     686.5    (feet)  VERTCON   
 KS0775  ___________________________________________________________________
 KS0775  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 KS0775  VERT ORDER  -  FIRST     CLASS II (See Below)
 KS0775
 KS0775.The horizontal coordinates were scaled from a topographic map and have
 KS0775.an estimated accuracy of +/- 6 seconds.
 KS0775
 KS0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0775.The vertical order pertains to the NGVD 29 superseded value.
 KS0775
 KS0775.The geoid height was determined by GEOID03.
 KS0775
 KS0775;                    North         East    Units  Estimated Accuracy
 KS0775;SPC CA 2     -   671,150.    2,060,720.      MT  (+/- 180 meters Scaled)
 KS0775
 KS0775                          SUPERSEDED SURVEY CONTROL
 KS0775
 KS0775  NGVD 29 (??/??/??)  208.550  (m)          684.22   (f) ADJUSTED    1 2
 KS0775
 KS0775.Superseded values are not recommended for survey control.
 KS0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0775.See file dsdata.txt to determine how the superseded data were derived.
 KS0775
 KS0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ470410(NAD 83)
 KS0775_MARKER: DD = SURVEY DISK
 KS0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0775_SP_SET: WALL
 KS0775_STAMPING: 684 1908
 KS0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0775
 KS0775  HISTORY     - Date     Condition        Report By
 KS0775  HISTORY     - 1908     MONUMENTED       USGS
 KS0775  HISTORY     - 1949     GOOD             NGS
 KS0775  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0775
 KS0775                          STATION DESCRIPTION
 KS0775
 KS0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0775'AT SMARTVILLE.
 KS0775'AT SMARTVILLE, 116 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 KS0775'THE POST OFFICE, ABOUT 66 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 KS0775'OF A CHURCH, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20
 KS0775'FEET NORTHWEST OF A POWER LINE POLE, 7.8 FEET NORTH OF A FENCE,
 KS0775'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE WALL.
 KS0775'IN MAY 1949, USGS RECOVERED THIS MARK IN A CONCRETE FOUNDATION
 KS0775'AT THE REMAINS OF AN OLD BUILDING, ABOUT 200 FEET SOUTHEAST ALONG
 KS0775'THE MAIN THOROUGHFARE FROM THE CATHOLIC CHURCH, AND 30 FEET SOUTH
 KS0775'OF THE CENTERLINE OF THE ROAD.
 KS0775
 KS0775                          STATION RECOVERY (2004)
 KS0775
 KS0775'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0821 ***********************************************************************
 DX0821  DESIGNATION -  685 T
 DX0821  PID         -  DX0821
 DX0821  STATE/COUNTY-  CA/RIVERSIDE
 DX0821  USGS QUAD   -  DESERT HOT SPRINGS (1978)
 DX0821
 DX0821                         *CURRENT SURVEY CONTROL
 DX0821  ___________________________________________________________________
 DX0821* NAD 83(1986)-  33 53 53.     (N)    116 32 56.     (W)     SCALED    
 DX0821* NAVD 88     -       210.18   (+/-2cm)     689.6    (feet)  VERTCON   
 DX0821  ___________________________________________________________________
 DX0821  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DX0821  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0821
 DX0821.The horizontal coordinates were scaled from a topographic map and have
 DX0821.an estimated accuracy of +/- 6 seconds.
 DX0821
 DX0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0821.The vertical order pertains to the NGVD 29 superseded value.
 DX0821
 DX0821.The geoid height was determined by GEOID03.
 DX0821
 DX0821;                    North         East    Units  Estimated Accuracy
 DX0821;SPC CA 6     -   692,060.    1,972,350.      MT  (+/- 180 meters Scaled)
 DX0821
 DX0821                          SUPERSEDED SURVEY CONTROL
 DX0821
 DX0821  NGVD 29 (??/??/??)  209.436  (m)          687.12   (f) ADJUSTED    1 2
 DX0821
 DX0821.Superseded values are not recommended for survey control.
 DX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0821.See file dsdata.txt to determine how the superseded data were derived.
 DX0821
 DX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT417509(NAD 83)
 DX0821_MARKER: DD = SURVEY DISK
 DX0821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0821_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0821_STAMPING: 687.125
 DX0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0821
 DX0821  HISTORY     - Date     Condition        Report By
 DX0821  HISTORY     - UNK      MONUMENTED       USGS
 DX0821  HISTORY     - 1960     GOOD             NGS
 DX0821  HISTORY     - 1986     MARK NOT FOUND   NGS
 DX0821
 DX0821                          STATION DESCRIPTION
 DX0821
 DX0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0821'AT GARNET.
 DX0821'THE MARK IS LOCATED NEAR THE OLD DEPOT SITE (NOW TORN DOWN, BUT
 DX0821'SOME OLD BUILDINGS STILL REMAIN).  IT IS 0.2 MILE WEST OF OVERPASS
 DX0821'OF THE PALM SPRINGS ROAD, 26 PACES EAST NORTHEAST OF A CONSTRUCTION
 DX0821'COMPANY BUILDING, 56 PACES WEST SOUTHWEST OF A ROUND CONCRETE
 DX0821'RAILROAD TELEPHONE BOOTH AND BETWEEN THE TWO SETS OF MAIN TRACKS
 DX0821'AND TWO SETS OF SIDEING TRACKS.  THE MARK IS A BRONZE DISK SET
 DX0821'IN THE TOP OF AN IRON PIPE AND REINFORCED WITH A 12 INCH CYLINDER
 DX0821'OF CONCRETE AND PROJECTS ABOUT 14 INCHES.  THE STAMPING ON THE
 DX0821'MARK IS SO BATTERED THAT THE ONLY LEGIBLE STAMPING IS 687.125.
 DX0821
 DX0821                          STATION RECOVERY (1986)
 DX0821
 DX0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX0821'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5316 ***********************************************************************
 EW5316  DESIGNATION -  685 USE
 EW5316  PID         -  EW5316
 EW5316  STATE/COUNTY-  CA/VENTURA
 EW5316  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5316
 EW5316                         *CURRENT SURVEY CONTROL
 EW5316  ___________________________________________________________________
 EW5316* NAD 83(1986)-  34 24 04.     (N)    119 04 49.     (W)     SCALED    
 EW5316* NAVD 88     -       208.276  (meters)     683.32   (feet)  READJUSTED
 EW5316  ___________________________________________________________________
 EW5316  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW5316  DYNAMIC HT  -         208.050 (meters)     682.58  (feet)  COMP
 EW5316  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 EW5316
 EW5316  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5316
 EW5316.The horizontal coordinates were scaled from a topographic map and have
 EW5316.an estimated accuracy of +/- 6 seconds.
 EW5316
 EW5316.The orthometric height was determined by differential leveling
 EW5316.and adjusted in February 1993.
 EW5316.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5316.distribution rate of 0.0 thru 1.0 mm/km.
 EW5316.The height was derived from older observations constrained to new
 EW5316.heights in a crustal motion area.  The height is approximate in
 EW5316.relation to other heights in its vicinity.
 EW5316
 EW5316.The geoid height was determined by GEOID03.
 EW5316
 EW5316.The dynamic height is computed by dividing the NAVD 88
 EW5316.geopotential number by the normal gravity value computed on the
 EW5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5316.degrees latitude (g = 980.6199 gals.).
 EW5316
 EW5316.The modeled gravity was interpolated from observed gravity values.
 EW5316
 EW5316;                    North         East    Units  Estimated Accuracy
 EW5316;SPC CA 5     -   600,490.    1,900,680.      MT  (+/- 180 meters Scaled)
 EW5316
 EW5316                          SUPERSEDED SURVEY CONTROL
 EW5316
 EW5316  NGVD 29 (??/??/92)  207.484  (m)          680.72   (f) ADJ UNCH    1 1
 EW5316
 EW5316.Superseded values are not recommended for survey control.
 EW5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5316.See file dsdata.txt to determine how the superseded data were derived.
 EW5316
 EW5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU087085(NAD 83)
 EW5316_MARKER: DD = SURVEY DISK
 EW5316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5316_SP_SET: COLUMN
 EW5316_STAMPING: 685 1969 LA DIST
 EW5316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5316
 EW5316  HISTORY     - Date     Condition        Report By
 EW5316  HISTORY     - 1969     MONUMENTED       DOD
 EW5316  HISTORY     - 1969     GOOD             CA-111
 EW5316  HISTORY     - 1977     SEE DESCRIPTION  NGS
 EW5316
 EW5316                          STATION DESCRIPTION
 EW5316
 EW5316'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5316'14.6 MI E FROM SANTA PAULA.
 EW5316'14.6 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33,
 EW5316
 EW5316                          STATION RECOVERY (1977)
 EW5316
 EW5316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0137 ***********************************************************************
 HR0137  DESIGNATION -  6854
 HR0137  PID         -  HR0137
 HR0137  STATE/COUNTY-  CA/MONO
 HR0137  USGS QUAD   -  LEE VINING (1994)
 HR0137
 HR0137                         *CURRENT SURVEY CONTROL
 HR0137  ___________________________________________________________________
 HR0137* NAD 83(1986)-  37 54 34.     (N)    119 06 24.     (W)     SCALED    
 HR0137* NAVD 88     -      2091.963  (meters)    6863.38   (feet)  POSTED    
 HR0137  ___________________________________________________________________
 HR0137  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 HR0137  DYNAMIC HT  -        2089.420 (meters)    6855.04  (feet)  COMP
 HR0137  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 HR0137
 HR0137  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HR0137
 HR0137.The horizontal coordinates were scaled from a topographic map and have
 HR0137.an estimated accuracy of +/- 6 seconds.
 HR0137
 HR0137.The orthometric height was determined by differential leveling
 HR0137.and adjusted in October 2003.
 HR0137.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HR0137.was located on a no-check spur therefore a value was not computed.
 HR0137.No vertical observational check was made to the station.
 HR0137
 HR0137.The geoid height was determined by GEOID03.
 HR0137
 HR0137.The dynamic height is computed by dividing the NAVD 88
 HR0137.geopotential number by the normal gravity value computed on the
 HR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0137.degrees latitude (g = 980.6199 gals.).
 HR0137
 HR0137.The modeled gravity was interpolated from observed gravity values.
 HR0137
 HR0137;                    North         East    Units  Estimated Accuracy
 HR0137;SPC CA 3     -   657,330.    2,122,520.      MT  (+/- 180 meters Scaled)
 HR0137
 HR0137                          SUPERSEDED SURVEY CONTROL
 HR0137
 HR0137  NGVD 29 (??/??/92) 2090.593  (m)         6858.89   (f) ADJ UNCH    1 2
 HR0137
 HR0137.Superseded values are not recommended for survey control.
 HR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0137.See file dsdata.txt to determine how the superseded data were derived.
 HR0137
 HR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB148978(NAD 83)
 HR0137_MARKER: P = PIPE CAP
 HR0137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0137_SP_SET: SHALLOW-SET PIPE
 HR0137_STAMPING: 6854 68545
 HR0137_MARK LOGO: USGS  
 HR0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0137
 HR0137  HISTORY     - Date     Condition        Report By
 HR0137  HISTORY     - UNK      MONUMENTED       USGS
 HR0137  HISTORY     - 1957     GOOD             NGS
 HR0137  HISTORY     - 1986     GOOD             NGS
 HR0137
 HR0137                          STATION DESCRIPTION
 HR0137
 HR0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0137'3.9 MI SE FROM LEE VINING.
 HR0137'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE
 HR0137'AT LEE VINING, THENCE 0.8 MILE SOUTHWEST ALONG AN ASPHALT ROAD
 HR0137'(A FORMER ALIGNMENT OF THE HIGHWAY), IN R 26 E, T 1 N, IN THE
 HR0137'NORTHEAST CORNER OF SECTION 33, 57.8 FEET NORTH OF THE NORTHWEST
 HR0137'CORNER OF A WHITE FRAME RANCHHOUSE, 270 FEET WEST OF THE CENTER
 HR0137'LINE OF THE ROAD, 1.8 FEET EAST OF A WITNESS POST, AND RIVETED
 HR0137'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE
 HR0137'THE GROUND.  NOTE-- STAMPING AS SHOWN IN LITHO LIST 180 DATED
 HR0137'JUNE 18, 1941, IS IN ERROR, 6854 HAS BEEN STAMPED IN TWO PLACES,
 HR0137'ONE BEARING A STRIKE OVER WITH THE NUMBER 5 GIVES THE APPEARANCE
 HR0137'OF O.
 HR0137
 HR0137                          STATION RECOVERY (1986)
 HR0137
 HR0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0137'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.19 KM (3.23
 HR0137'MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN LEE VINING,
 HR0137'THENCE 1.18 KM (0.73 MI) SOUTHWEST ALONG PAVED ROAD 1 N 18 TO THE END
 HR0137'OF PAVEMENT AND THE Y JUNCTION OF 2-DIRT ROADS, THENCE 0.13 KM
 HR0137'(0.08 MI) SOUTHWEST BETWEEN THE Y JUNCTION TO THE WESTERN MOST ONE OF
 HR0137'A GROUP OF TREES, ON THE NORTH SIDE OF A CORRAL, 36.0 METERS (118 FT)
 HR0137'WEST OF THE NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION, 16.0
 HR0137'METERS (52.5 FT) NORTHWEST OF THE WESTERN MOST TREE AND 12.8 METERS
 HR0137'(42 FT) SOUTH OF THE CENTER OF A SAND ROAD LEADING WEST.  NOT LEVELED
 HR0137'TO DURING THIS SURVEY.
 HR0137'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 HR0137'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5315 ***********************************************************************
 EW5315  DESIGNATION -  686 USE
 EW5315  PID         -  EW5315
 EW5315  STATE/COUNTY-  CA/VENTURA
 EW5315  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5315
 EW5315                         *CURRENT SURVEY CONTROL
 EW5315  ___________________________________________________________________
 EW5315* NAD 83(1986)-  34 24 14.     (N)    119 04 55.     (W)     SCALED    
 EW5315* NAVD 88     -       220.260  (meters)     722.64   (feet)  READJUSTED
 EW5315  ___________________________________________________________________
 EW5315  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW5315  DYNAMIC HT  -         220.020 (meters)     721.85  (feet)  COMP
 EW5315  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 EW5315  OBS GRAVITY -     979,539.9   (mgal)                       GRAV_OBS
 EW5315
 EW5315  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5315
 EW5315.The horizontal coordinates were scaled from a topographic map and have
 EW5315.an estimated accuracy of +/- 6 seconds.
 EW5315
 EW5315.The orthometric height was determined by differential leveling
 EW5315.and adjusted in February 1993.
 EW5315.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5315.distribution rate of 0.0 thru 1.0 mm/km.
 EW5315.The height was derived from older observations constrained to new
 EW5315.heights in a crustal motion area.  The height is approximate in
 EW5315.relation to other heights in its vicinity.
 EW5315
 EW5315.The geoid height was determined by GEOID03.
 EW5315
 EW5315.The dynamic height is computed by dividing the NAVD 88
 EW5315.geopotential number by the normal gravity value computed on the
 EW5315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5315.degrees latitude (g = 980.6199 gals.).
 EW5315
 EW5315.The modeled gravity was interpolated from observed gravity values.
 EW5315.The observed gravity was obtained from relative gravimeter ties
 EW5315.to the IGSN71 gravity network.
 EW5315
 EW5315;                    North         East    Units  Estimated Accuracy
 EW5315;SPC CA 5     -   600,800.    1,900,530.      MT  (+/- 180 meters Scaled)
 EW5315
 EW5315                          SUPERSEDED SURVEY CONTROL
 EW5315
 EW5315  NGVD 29 (??/??/92)  219.468  (m)          720.04   (f) ADJ UNCH    1 1
 EW5315
 EW5315.Superseded values are not recommended for survey control.
 EW5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5315.See file dsdata.txt to determine how the superseded data were derived.
 EW5315
 EW5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU086089(NAD 83)
 EW5315_MARKER: DD = SURVEY DISK
 EW5315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5315_SP_SET: COLUMN
 EW5315_STAMPING: 686 1969 LA DIST
 EW5315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5315
 EW5315  HISTORY     - Date     Condition        Report By
 EW5315  HISTORY     - 1969     MONUMENTED       DOD
 EW5315  HISTORY     - 1969     GOOD             CA-111
 EW5315  HISTORY     - 1977     GOOD             NGS
 EW5315
 EW5315                          STATION DESCRIPTION
 EW5315
 EW5315'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5315'14.4 MI E FROM SANTA PAULA.
 EW5315'14.4 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33,
 EW5315'A U.S. ARMY CORPS OF ENGINEERS BRONZE DISK SET IN CONCRETE
 EW5315'COLUMN, 25 FEET WESTERLY OF WHITE LINE HIGHWAY 150, 1.5 MILE
 EW5315'WESTERLY OF TELEPHONE POLE P-609-Y.
 EW5315
 EW5315                          STATION RECOVERY (1977)
 EW5315
 EW5315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5315'CORRECTION-1.5 FT. WESTERLY OF TELEPHONE POLE P-609-Y.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0194 ***********************************************************************
 FU0194  DESIGNATION -  686+38.32 CAHD
 FU0194  PID         -  FU0194
 FU0194  STATE/COUNTY-  CA/KERN
 FU0194  USGS QUAD   -  METTLER (1992)
 FU0194
 FU0194                         *CURRENT SURVEY CONTROL
 FU0194  ___________________________________________________________________
 FU0194* NAD 83(1986)-  35 06 43.     (N)    118 59 05.     (W)     SCALED    
 FU0194* NAVD 88     -       111.96   (+/-2cm)     367.3    (feet)  VERTCON   
 FU0194  ___________________________________________________________________
 FU0194  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 FU0194  VERT ORDER  -  THIRD (See Below)
 FU0194
 FU0194.The horizontal coordinates were scaled from a topographic map and have
 FU0194.an estimated accuracy of +/- 6 seconds.
 FU0194
 FU0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0194.The vertical order pertains to the NGVD 29 superseded value.
 FU0194
 FU0194.The geoid height was determined by GEOID03.
 FU0194
 FU0194;                    North         East    Units  Estimated Accuracy
 FU0194;SPC CA 5     -   679,250.    1,910,240.      MT  (+/- 180 meters Scaled)
 FU0194
 FU0194                          SUPERSEDED SURVEY CONTROL
 FU0194
 FU0194  NGVD 29 (??/??/??)  111.24   (m)          365.0    (f) RESET       3  
 FU0194
 FU0194.Superseded values are not recommended for survey control.
 FU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0194.See file dsdata.txt to determine how the superseded data were derived.
 FU0194
 FU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU191872(NAD 83)
 FU0194_MARKER: DD = SURVEY DISK
 FU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0194_STAMPING: 686+38.32
 FU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0194+STABILITY: SURFACE MOTION
 FU0194
 FU0194  HISTORY     - Date     Condition        Report By
 FU0194  HISTORY     - UNK      MONUMENTED       CADH
 FU0194  HISTORY     - 1953     GOOD             NGS
 FU0194  HISTORY     - 1965     MARK NOT FOUND   NGS
 FU0194
 FU0194                          STATION DESCRIPTION
 FU0194
 FU0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0194'7.4 MI N FROM WHEELER RIDGE.
 FU0194'7.4 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT
 FU0194'WHEELER RIDGE, BETWEEN THE EAST AND WEST LANES OF THE HIGHWAY,
 FU0194'152.5 FEET NRTHEAST OF AND ACROSS THE HIGHWAY FROM A CONCRETE
 FU0194'IRRIGATION STANDPIPE, 114.8 FEET SOUTH OF A PALO VERDE TREE,
 FU0194'37.0 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 34 1/2
 FU0194'FEET WEST OF THE CENTER LINE OF THE EAST LANES, 1.0 FOOT SOUTH
 FU0194'OF A STEEL STATION MARKER POST, ABOUT 1 FOOT LOWER THAN THE
 FU0194'HIGHWAY, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A
 FU0194'CONCRETE POST.
 FU0194
 FU0194                          STATION RECOVERY (1965)
 FU0194
 FU0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FU0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2842 ***********************************************************************
 DX2842  DESIGNATION -  687
 DX2842  PID         -  DX2842
 DX2842  STATE/COUNTY-  CA/RIVERSIDE
 DX2842  USGS QUAD   -  CORONA NORTH (1981)
 DX2842
 DX2842                         *CURRENT SURVEY CONTROL
 DX2842  ___________________________________________________________________
 DX2842* NAD 83(1986)-  33 53 19.     (N)    117 30 03.     (W)     SCALED    
 DX2842* NAVD 88     -       210.49   (+/-2cm)     690.6    (feet)  VERTCON   
 DX2842  ___________________________________________________________________
 DX2842  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DX2842  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2842
 DX2842.The horizontal coordinates were scaled from a topographic map and have
 DX2842.an estimated accuracy of +/- 6 seconds.
 DX2842
 DX2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2842.The vertical order pertains to the NGVD 29 superseded value.
 DX2842
 DX2842.The geoid height was determined by GEOID03.
 DX2842
 DX2842;                    North         East    Units  Estimated Accuracy
 DX2842;SPC CA 6     -   691,670.    1,884,290.      MT  (+/- 180 meters Scaled)
 DX2842
 DX2842                          SUPERSEDED SURVEY CONTROL
 DX2842
 DX2842  NGVD 29 (??/??/??)  209.717  (m)          688.05   (f) ADJUSTED    1 2
 DX2842
 DX2842.Superseded values are not recommended for survey control.
 DX2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2842.See file dsdata.txt to determine how the superseded data were derived.
 DX2842
 DX2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT536499(NAD 83)
 DX2842_MARKER: P = PIPE CAP
 DX2842_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX2842_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX2842_STAMPING: 687
 DX2842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2842
 DX2842  HISTORY     - Date     Condition        Report By
 DX2842  HISTORY     - UNK      MONUMENTED       USGS
 DX2842  HISTORY     - 1955     MARK NOT FOUND   NGS
 DX2842  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2842  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX2842
 DX2842                          STATION DESCRIPTION
 DX2842
 DX2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX2842'AT MAY.
 DX2842'AT MAY, RIVERSIDE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 DX2842'RAILWAY, ABOUT 1/4 MILE WEST OF THE STATION SIGN, 250 FEET
 DX2842'EAST OF THE MAGNOLIA AVENUE CROSSING, AND IN THE BOULEVARD.  A
 DX2842'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 687 AND
 DX2842'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DX2842
 DX2842                          STATION RECOVERY (1958)
 DX2842
 DX2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2842'MARK NOT FOUND.
 DX2842
 DX2842                          STATION RECOVERY (1978)
 DX2842
 DX2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2842'CONSIDERABLE CONSTRUCTION IN AREA, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5314 ***********************************************************************
 EW5314  DESIGNATION -  687 USE
 EW5314  PID         -  EW5314
 EW5314  STATE/COUNTY-  CA/VENTURA
 EW5314  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5314
 EW5314                         *CURRENT SURVEY CONTROL
 EW5314  ___________________________________________________________________
 EW5314* NAD 83(1986)-  34 24 27.     (N)    119 04 59.     (W)     SCALED    
 EW5314* NAVD 88     -       229.909  (meters)     754.29   (feet)  READJUSTED
 EW5314  ___________________________________________________________________
 EW5314  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW5314  DYNAMIC HT  -         229.660 (meters)     753.48  (feet)  COMP
 EW5314  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 EW5314
 EW5314  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5314
 EW5314.The horizontal coordinates were scaled from a topographic map and have
 EW5314.an estimated accuracy of +/- 6 seconds.
 EW5314
 EW5314.The orthometric height was determined by differential leveling
 EW5314.and adjusted in February 1993.
 EW5314.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5314.distribution rate of 0.0 thru 1.0 mm/km.
 EW5314.The height was derived from older observations constrained to new
 EW5314.heights in a crustal motion area.  The height is approximate in
 EW5314.relation to other heights in its vicinity.
 EW5314
 EW5314.The geoid height was determined by GEOID03.
 EW5314
 EW5314.The dynamic height is computed by dividing the NAVD 88
 EW5314.geopotential number by the normal gravity value computed on the
 EW5314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5314.degrees latitude (g = 980.6199 gals.).
 EW5314
 EW5314.The modeled gravity was interpolated from observed gravity values.
 EW5314
 EW5314;                    North         East    Units  Estimated Accuracy
 EW5314;SPC CA 5     -   601,200.    1,900,430.      MT  (+/- 180 meters Scaled)
 EW5314
 EW5314                          SUPERSEDED SURVEY CONTROL
 EW5314
 EW5314  NGVD 29 (??/??/92)  229.116  (m)          751.69   (f) ADJ UNCH    1 1
 EW5314
 EW5314.Superseded values are not recommended for survey control.
 EW5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5314.See file dsdata.txt to determine how the superseded data were derived.
 EW5314
 EW5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU085093(NAD 83)
 EW5314_MARKER: DD = SURVEY DISK
 EW5314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5314_SP_SET: COLUMN
 EW5314_STAMPING: 687 1969 LA DIST
 EW5314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5314
 EW5314  HISTORY     - Date     Condition        Report By
 EW5314  HISTORY     - 1969     MONUMENTED       DOD
 EW5314  HISTORY     - 1969     GOOD             CA-111
 EW5314  HISTORY     - 1977     GOOD             NGS
 EW5314
 EW5314                          STATION DESCRIPTION
 EW5314
 EW5314'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5314'14.2 MI E FROM SANTA PAULA.
 EW5314'14.15 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY
 EW5314'33, 18 FEET PLUS OR MINUS EASTERLY OF WHITE LINE HIGHWAY 150
 EW5314'AND 3 FEET NORTHERLY OF TRANSFORMER POLE X216E, U.S. ARMY CORPS
 EW5314'OF ENGINEERS BRONZE DISK SET IN CONCRETE COLUMN.
 EW5314
 EW5314                          STATION RECOVERY (1977)
 EW5314
 EW5314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0567 ***********************************************************************
 LU0567  DESIGNATION -  687.1 USGS
 LU0567  PID         -  LU0567
 LU0567  STATE/COUNTY-  CA/TEHAMA
 LU0567  USGS QUAD   -  LOWREY (1967)
 LU0567
 LU0567                         *CURRENT SURVEY CONTROL
 LU0567  ___________________________________________________________________
 LU0567* NAD 83(1986)-  40 16 24.     (N)    122 32 25.     (W)     SCALED    
 LU0567* NAVD 88     -       210.27   (+/-2cm)     689.9    (feet)  VERTCON   
 LU0567  ___________________________________________________________________
 LU0567  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 LU0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0567
 LU0567.The horizontal coordinates were scaled from a topographic map and have
 LU0567.an estimated accuracy of +/- 6 seconds.
 LU0567
 LU0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0567.The vertical order pertains to the NGVD 29 superseded value.
 LU0567
 LU0567.The geoid height was determined by GEOID03.
 LU0567
 LU0567;                    North         East    Units  Estimated Accuracy
 LU0567;SPC CA 1     -   604,520.    1,954,050.      MT  (+/- 180 meters Scaled)
 LU0567
 LU0567                          SUPERSEDED SURVEY CONTROL
 LU0567
 LU0567  NGVD 29 (??/??/92)  209.466  (m)          687.22   (f) ADJ UNCH    2 0
 LU0567
 LU0567.Superseded values are not recommended for survey control.
 LU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0567.See file dsdata.txt to determine how the superseded data were derived.
 LU0567
 LU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK390581(NAD 83)
 LU0567_MARKER: S = SPIKE
 LU0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0567_SP_SET: TREE
 LU0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0567
 LU0567  HISTORY     - Date     Condition        Report By
 LU0567  HISTORY     - UNK      MONUMENTED       USGS
 LU0567  HISTORY     - 1948     GOOD             NGS
 LU0567
 LU0567                          STATION DESCRIPTION
 LU0567
 LU0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0567'2.8 MI W FROM BAKER FIRE CAMP.
 LU0567'2.8 MILES WEST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE CAMP
 LU0567'OF THE CALIFORNIA DIVISION OF FORESTRY, 0.1 MILE SOUTHEAST OF THE
 LU0567'ENTRANCE TO THE DIAMOND RANCH, A RAILROAD SPIKE IN THE TRUNK OF
 LU0567'A 36-INCH PINE TREE, 0.6 FOOT ABOVE THE GROUND, 32.5 FEET NORTH
 LU0567'OF A FENCE, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LU0567'AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5312 ***********************************************************************
 EW5312  DESIGNATION -  688 USE
 EW5312  PID         -  EW5312
 EW5312  STATE/COUNTY-  CA/VENTURA
 EW5312  USGS QUAD   -  SANTA PAULA PEAK (1988)
 EW5312
 EW5312                         *CURRENT SURVEY CONTROL
 EW5312  ___________________________________________________________________
 EW5312* NAD 83(1986)-  34 24 37.     (N)    119 05 02.     (W)     SCALED    
 EW5312* NAVD 88     -       241.433  (meters)     792.10   (feet)  READJUSTED
 EW5312  ___________________________________________________________________
 EW5312  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW5312  DYNAMIC HT  -         241.170 (meters)     791.24  (feet)  COMP
 EW5312  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 EW5312
 EW5312  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5312
 EW5312.The horizontal coordinates were scaled from a topographic map and have
 EW5312.an estimated accuracy of +/- 6 seconds.
 EW5312
 EW5312.The orthometric height was determined by differential leveling
 EW5312.and adjusted in February 1993.
 EW5312.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5312.distribution rate of 0.0 thru 1.0 mm/km.
 EW5312.The height was derived from older observations constrained to new
 EW5312.heights in a crustal motion area.  The height is approximate in
 EW5312.relation to other heights in its vicinity.
 EW5312
 EW5312.The geoid height was determined by GEOID03.
 EW5312
 EW5312.The dynamic height is computed by dividing the NAVD 88
 EW5312.geopotential number by the normal gravity value computed on the
 EW5312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5312.degrees latitude (g = 980.6199 gals.).
 EW5312
 EW5312.The modeled gravity was interpolated from observed gravity values.
 EW5312
 EW5312;                    North         East    Units  Estimated Accuracy
 EW5312;SPC CA 5     -   601,510.    1,900,360.      MT  (+/- 180 meters Scaled)
 EW5312
 EW5312                          SUPERSEDED SURVEY CONTROL
 EW5312
 EW5312  NGVD 29 (??/??/92)  240.640  (m)          789.50   (f) ADJ UNCH    1 1
 EW5312
 EW5312.Superseded values are not recommended for survey control.
 EW5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5312.See file dsdata.txt to determine how the superseded data were derived.
 EW5312
 EW5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU084096(NAD 83)
 EW5312_MARKER: DD = SURVEY DISK
 EW5312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5312_SP_SET: COLUMN
 EW5312_STAMPING: 688 1969 LA DIST
 EW5312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5312
 EW5312  HISTORY     - Date     Condition        Report By
 EW5312  HISTORY     - 1969     MONUMENTED       DOD
 EW5312  HISTORY     - 1977     GOOD             NGS
 EW5312
 EW5312                          STATION DESCRIPTION
 EW5312
 EW5312'DESCRIBED BY US DEPARTMENT OF DEFENSE 1969
 EW5312'13.8 MI E FROM SANTA PAULA.
 EW5312'13.85 MILES EASTERLY ALONG HIGHWAY 150 FROM JUNCTION HIGHWAY 33,
 EW5312'U.S. ARMY CORPS OF ENGINEERS BRONZE MONUMENT IN CONCRETE
 EW5312'COLUMN, LOCATED 12 FEET EASTERLY OF CENTER LINE OF NORTH ENTRANCE
 EW5312'TO STECKEL PARK, 56 FEET EASTERLY OF CENTER LINE OF HIGHWAY 150,
 EW5312'6 FEET SOUTHERLY OF ROCK-WALLED DITCH.
 EW5312
 EW5312                          STATION RECOVERY (1977)
 EW5312
 EW5312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0815 ***********************************************************************
 GS0815  DESIGNATION -  6880 VA
 GS0815  PID         -  GS0815
 GS0815  STATE/COUNTY-  CA/INYO
 GS0815  USGS QUAD   -  LOUISIANA BUTTE (1982)
 GS0815
 GS0815                         *CURRENT SURVEY CONTROL
 GS0815  ___________________________________________________________________
 GS0815* NAD 83(1992)-  36 02 47.76285(N)    117 37 10.14150(W)     ADJUSTED  
 GS0815* NAVD 88     -      2097.     (meters)    6880.     (feet)  SCALED    
 GS0815  ___________________________________________________________________
 GS0815  EPOCH DATE  -        1991.35
 GS0815  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 GS0815  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 GS0815  HORZ ORDER  -  SECOND
 GS0815
 GS0815.The horizontal coordinates were established by classical geodetic methods
 GS0815.and adjusted by the National Geodetic Survey in March 1994.
 GS0815.The horizontal coordinates are valid at the epoch date displayed above.
 GS0815.The epoch date for horizontal control is a decimal equivalence
 GS0815.of Year/Month/Day.
 GS0815
 GS0815.The orthometric height was scaled from a topographic map.
 GS0815
 GS0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0815
 GS0815.The geoid height was determined by GEOID03.
 GS0815
 GS0815;                    North         East     Units Scale Factor Converg.
 GS0815;SPC CA 4     -   580,039.705 2,124,393.825   MT  0.99999152   +0 49 25.0
 GS0815;SPC CA 4     - 1,903,013.60  6,969,782.07   sFT  0.99999152   +0 49 25.0
 GS0815;UTM  11      - 3,989,294.694   444,199.932   MT  0.99963836   -0 21 52.3
 GS0815
 GS0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0815!SPC CA 4     -   0.99967547  x   0.99999152  =   0.99966699
 GS0815!UTM  11      -   0.99967547  x   0.99963836  =   0.99931394
 GS0815
 GS0815                          SUPERSEDED SURVEY CONTROL
 GS0815
 GS0815  NAD 83(1986)-  36 02 47.76333(N)    117 37 10.13140(W) AD(1984.00) 2
 GS0815  NAD 27      -  36 02 47.95800(N)    117 37 06.89200(W) AD(       ) 2
 GS0815
 GS0815.Superseded values are not recommended for survey control.
 GS0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0815.See file dsdata.txt to determine how the superseded data were derived.
 GS0815
 GS0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV4420089295(NAD 83)
 GS0815
 GS0815  HISTORY     - Date     Condition        Report By
 GS0815  HISTORY     - 1948     MONUMENTED       CGS
 GS0815
 GS0815                          STATION DESCRIPTION
 GS0815
 GS0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GS0815'SEE STATION BUTTE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0196 ***********************************************************************
 KS0196  DESIGNATION -  6884.3 RM
 KS0196  PID         -  KS0196
 KS0196  STATE/COUNTY-  CA/PLACER
 KS0196  USGS QUAD   -  SODA SPRINGS (1979)
 KS0196
 KS0196                         *CURRENT SURVEY CONTROL
 KS0196  ___________________________________________________________________
 KS0196* NAD 83(1986)-  39 17 47.     (N)    120 22 46.     (W)     SCALED    
 KS0196* NAVD 88     -      2099.57   (+/-2cm)    6888.3    (feet)  VERTCON   
 KS0196  ___________________________________________________________________
 KS0196  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 KS0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0196
 KS0196.The horizontal coordinates were scaled from a topographic map and have
 KS0196.an estimated accuracy of +/- 6 seconds.
 KS0196
 KS0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0196.The vertical order pertains to the NGVD 29 superseded value.
 KS0196
 KS0196.The geoid height was determined by GEOID03.
 KS0196
 KS0196;                    North         East    Units  Estimated Accuracy
 KS0196;SPC CA 2     -   682,160.    2,139,780.      MT  (+/- 180 meters Scaled)
 KS0196
 KS0196                          SUPERSEDED SURVEY CONTROL
 KS0196
 KS0196  NGVD 29 (??/??/??) 2098.347  (m)         6884.33   (f) ADJUSTED    2 0
 KS0196
 KS0196.Superseded values are not recommended for survey control.
 KS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0196.See file dsdata.txt to determine how the superseded data were derived.
 KS0196
 KS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ259529(NAD 83)
 KS0196_MARKER: N = NAIL
 KS0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0196_SP_SET: TREE
 KS0196_MARK LOGO: USGS  
 KS0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0196
 KS0196  HISTORY     - Date     Condition        Report By
 KS0196  HISTORY     - UNK      MONUMENTED       USGS
 KS0196  HISTORY     - 1952     GOOD             CGS
 KS0196
 KS0196                          STATION DESCRIPTION
 KS0196
 KS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0196'2.3 MI S FROM SODA SPRINGS.
 KS0196'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0196'SODA SPRINGS, THENCE 2.05 MILES SOUTH ALONG THE SODA
 KS0196'SPRINGS-FRENCH MEADOWS ROAD, ABOUT 150 YARDS SOUTHEAST OF AND
 KS0196'ACROSS THE ROAD FROM A CABIN ON THE EAST LAKE SHORE, IN THE TOP
 KS0196'OF A CUT AT THE BASE OF A PINE TREE, NEAR A SIGN BOUNDARY STOCK
 KS0196'DRIVEWAY TRAIL, 64.3 FEET SOUTHWEST OF THE B M W L S 7 (USGS),
 KS0196'19 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 KS0196'2 1/2 FEET HIGHER THAN THE LEVEL OF THE ROAD, AND MARKED WITH
 KS0196'THE WHITE PAINTED LETTERS AND NUMBERS USBM 6884/3 ON A BOARD
 KS0196'NAILED TO THE TREE.  THERE IS ALSO A WHITE PAINTED CROSS ON THE
 KS0196'SIDE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2642 ***********************************************************************
 EV2642  DESIGNATION -  6898.76
 EV2642  PID         -  EV2642
 EV2642  STATE/COUNTY-  CA/LOS ANGELES
 EV2642  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2642
 EV2642                         *CURRENT SURVEY CONTROL
 EV2642  ___________________________________________________________________
 EV2642* NAD 83(1986)-  34 21 25.     (N)    117 50 22.     (W)     SCALED    
 EV2642* NAVD 88     -      2104.091  (meters)    6903.17   (feet)  READJUSTED
 EV2642  ___________________________________________________________________
 EV2642  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 EV2642  DYNAMIC HT  -        2101.190 (meters)    6893.65  (feet)  COMP
 EV2642  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 EV2642
 EV2642  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2642
 EV2642.The horizontal coordinates were scaled from a topographic map and have
 EV2642.an estimated accuracy of +/- 6 seconds.
 EV2642
 EV2642.The orthometric height was determined by differential leveling
 EV2642.and adjusted in February 1993.
 EV2642.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2642.distribution rate of 0.0 thru 1.0 mm/km.
 EV2642.The height was derived from older observations constrained to new
 EV2642.heights in a crustal motion area.  The height is approximate in
 EV2642.relation to other heights in its vicinity.
 EV2642
 EV2642.The geoid height was determined by GEOID03.
 EV2642
 EV2642.The dynamic height is computed by dividing the NAVD 88
 EV2642.geopotential number by the normal gravity value computed on the
 EV2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2642.degrees latitude (g = 980.6199 gals.).
 EV2642
 EV2642.The modeled gravity was interpolated from observed gravity values.
 EV2642
 EV2642;                    North         East    Units  Estimated Accuracy
 EV2642;SPC CA 5     -   595,070.    2,014,770.      MT  (+/- 180 meters Scaled)
 EV2642
 EV2642                          SUPERSEDED SURVEY CONTROL
 EV2642
 EV2642  NGVD 29 (??/??/92) 2102.991  (m)         6899.56   (f) ADJ UNCH    1 1
 EV2642
 EV2642.Superseded values are not recommended for survey control.
 EV2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2642.See file dsdata.txt to determine how the superseded data were derived.
 EV2642
 EV2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU228020(NAD 83)
 EV2642_MARKER: DD = SURVEY DISK
 EV2642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2642_SP_SET: CULVERT
 EV2642_STAMPING: 6898.76
 EV2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2642
 EV2642  HISTORY     - Date     Condition        Report By
 EV2642  HISTORY     - UNK      MONUMENTED       CADH
 EV2642  HISTORY     - 1932     GOOD             NGS
 EV2642  HISTORY     - 1971     GOOD             NGS
 EV2642  HISTORY     - 1977     GOOD             NGS
 EV2642
 EV2642                          STATION DESCRIPTION
 EV2642
 EV2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EV2642'15.4 MI W FROM BIG PINES.
 EV2642'15.35 MILES WEST ALONG STATE HIGHWAY 2 FROM THE RANGER STATION AT
 EV2642'BIG PINES, IN THE TOP OF THE SOUTH HEAD WALL OF 4-FOOT ARCHED
 EV2642'CULVERT D-51+06, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 EV2642'AND LEVEL WITH THE HIGHWAY.
 EV2642
 EV2642                          STATION RECOVERY (1971)
 EV2642
 EV2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2642'RECOVERED IN GOOD CONDITION.
 EV2642
 EV2642                          STATION RECOVERY (1977)
 EV2642
 EV2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7912 ***********************************************************************
 DJ7912  DESIGNATION -  68P13 01430
 DJ7912  PID         -  DJ7912
 DJ7912  STATE/COUNTY-  CA/LOS ANGELES
 DJ7912  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7912
 DJ7912                         *CURRENT SURVEY CONTROL
 DJ7912  ___________________________________________________________________
 DJ7912* NAD 83(1986)-  34 01 56.     (N)    118 20 29.     (W)     SCALED    
 DJ7912* NAVD 88     -        32.365  (meters)     106.18   (feet)  ADJUSTED  
 DJ7912  ___________________________________________________________________
 DJ7912  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DJ7912  DYNAMIC HT  -          32.330 (meters)     106.07  (feet)  COMP
 DJ7912  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DJ7912
 DJ7912  VERT ORDER  -  SECOND    CLASS II
 DJ7912
 DJ7912.The horizontal coordinates were scaled from a topographic map and have
 DJ7912.an estimated accuracy of +/- 6 seconds.
 DJ7912
 DJ7912.The orthometric height was determined by differential leveling
 DJ7912.and adjusted in February 2008.
 DJ7912
 DJ7912.The geoid height was determined by GEOID03.
 DJ7912
 DJ7912.The dynamic height is computed by dividing the NAVD 88
 DJ7912.geopotential number by the normal gravity value computed on the
 DJ7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7912.degrees latitude (g = 980.6199 gals.).
 DJ7912
 DJ7912.The modeled gravity was interpolated from observed gravity values.
 DJ7912
 DJ7912;                    North         East    Units  Estimated Accuracy
 DJ7912;SPC CA 5     -   559,090.    1,968,470.      MT  (+/- 180 meters Scaled)
 DJ7912
 DJ7912                          SUPERSEDED SURVEY CONTROL
 DJ7912
 DJ7912.No superseded survey control is available for this station.
 DJ7912
 DJ7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761665(NAD 83)
 DJ7912_MARKER: S = SPIKE
 DJ7912_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7912_SP_SET: SPIKE SET IN CURB
 DJ7912_MARK LOGO: NONE  
 DJ7912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7912
 DJ7912  HISTORY     - Date     Condition        Report By
 DJ7912  HISTORY     - 20060322 MONUMENTED       CA1980
 DJ7912
 DJ7912                          STATION DESCRIPTION
 DJ7912
 DJ7912'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7912'MARK IS IN THE CULVER CITY AREA OF LOS ANGELES, SOUTH OF THE SANTA
 DJ7912'MONICA FREEWAY, WEST OF CRENSHAW BOULEVARD, LOS ANGELES COUNTY.
 DJ7912' 
 DJ7912'THE MARK IS A SPIKE DRIVEN INTO THE SOUTH CURB OF ADAMS BOULEVARD, 1.2
 DJ7912'M (3.9 FT) EAST OF THE BEGINNING OF THE CURB RETURN, ON THE EAST SIDE
 DJ7912'OF WEST BOULEVARD, IN THE NORTHWEST CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DJ7913 ***********************************************************************
 DJ7913  DESIGNATION -  68P13 01930
 DJ7913  PID         -  DJ7913
 DJ7913  STATE/COUNTY-  CA/LOS ANGELES
 DJ7913  USGS QUAD   -  HOLLYWOOD (1994)
 DJ7913
 DJ7913                         *CURRENT SURVEY CONTROL
 DJ7913  ___________________________________________________________________
 DJ7913* NAD 83(1986)-  34 01 32.     (N)    118 20 29.     (W)     SCALED    
 DJ7913* NAVD 88     -        31.677  (meters)     103.93   (feet)  ADJUSTED  
 DJ7913  ___________________________________________________________________
 DJ7913  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DJ7913  DYNAMIC HT  -          31.643 (meters)     103.82  (feet)  COMP
 DJ7913  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DJ7913
 DJ7913  VERT ORDER  -  SECOND    CLASS II
 DJ7913
 DJ7913.The horizontal coordinates were scaled from a topographic map and have
 DJ7913.an estimated accuracy of +/- 6 seconds.
 DJ7913
 DJ7913.The orthometric height was determined by differential leveling
 DJ7913.and adjusted in February 2008.
 DJ7913.No vertical observational check was made to the station.
 DJ7913
 DJ7913.The geoid height was determined by GEOID03.
 DJ7913
 DJ7913.The dynamic height is computed by dividing the NAVD 88
 DJ7913.geopotential number by the normal gravity value computed on the
 DJ7913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7913.degrees latitude (g = 980.6199 gals.).
 DJ7913
 DJ7913.The modeled gravity was interpolated from observed gravity values.
 DJ7913
 DJ7913;                    North         East    Units  Estimated Accuracy
 DJ7913;SPC CA 5     -   558,350.    1,968,470.      MT  (+/- 180 meters Scaled)
 DJ7913
 DJ7913                          SUPERSEDED SURVEY CONTROL
 DJ7913
 DJ7913.No superseded survey control is available for this station.
 DJ7913
 DJ7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT761658(NAD 83)
 DJ7913_MARKER: S = SPIKE
 DJ7913_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7913_SP_SET: CURB
 DJ7913_MARK LOGO: NONE  
 DJ7913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ7913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ7913
 DJ7913  HISTORY     - Date     Condition        Report By
 DJ7913  HISTORY     - 20060322 MONUMENTED       CA1980
 DJ7913
 DJ7913                          STATION DESCRIPTION
 DJ7913
 DJ7913'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 2006
 DJ7913'MARK IS FOUND IN THE CULVER CITY AREA OF LOS ANGELES, LOS ANGELES
 DJ7913'COUNTY.
 DJ7913' 
 DJ7913'MARK IS A SPIKE FOUND IN THE NORTH CURB OF JEFFERSON BOULEVARD, 2.9 M
 DJ7913'(9.5 FT) EAST OF THE BEGINNING OF THE CURB RETURN ON EAST SIDE OF WEST
 DJ7913'BOULEVARD, IN THE SOUTHEAST CORNER OF A CATCH BASIN THAT IS WEST OF
 DJ7913'CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5390 ***********************************************************************
 EW5390  DESIGNATION -  69 1 V CO
 EW5390  PID         -  EW5390
 EW5390  STATE/COUNTY-  CA/VENTURA
 EW5390  USGS QUAD   -  MATILIJA (1988)
 EW5390
 EW5390                         *CURRENT SURVEY CONTROL
 EW5390  ___________________________________________________________________
 EW5390* NAD 83(1986)-  34 25 50.     (N)    119 17 22.     (W)     SCALED    
 EW5390* NAVD 88     -       191.136  (meters)     627.09   (feet)  READJUSTED
 EW5390  ___________________________________________________________________
 EW5390  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EW5390  DYNAMIC HT  -         190.930 (meters)     626.41  (feet)  COMP
 EW5390  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 EW5390
 EW5390  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5390
 EW5390.The horizontal coordinates were scaled from a topographic map and have
 EW5390.an estimated accuracy of +/- 6 seconds.
 EW5390
 EW5390.The orthometric height was determined by differential leveling
 EW5390.and adjusted in February 1993.
 EW5390.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5390.mark was located on a no-check spur therefore a value was not computed.
 EW5390.The height was derived from older observations constrained to new
 EW5390.heights in a crustal motion area.  The height is approximate in
 EW5390.relation to other heights in its vicinity.
 EW5390.No vertical observational check was made to the station.
 EW5390
 EW5390.The geoid height was determined by GEOID03.
 EW5390
 EW5390.The dynamic height is computed by dividing the NAVD 88
 EW5390.geopotential number by the normal gravity value computed on the
 EW5390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5390.degrees latitude (g = 980.6199 gals.).
 EW5390
 EW5390.The modeled gravity was interpolated from observed gravity values.
 EW5390
 EW5390;                    North         East    Units  Estimated Accuracy
 EW5390;SPC CA 5     -   603,980.    1,881,490.      MT  (+/- 180 meters Scaled)
 EW5390
 EW5390                          SUPERSEDED SURVEY CONTROL
 EW5390
 EW5390  NGVD 29 (??/??/92)  190.371  (m)          624.58   (f) ADJ UNCH    1 1
 EW5390
 EW5390.Superseded values are not recommended for survey control.
 EW5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5390.See file dsdata.txt to determine how the superseded data were derived.
 EW5390
 EW5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU896122(NAD 83)
 EW5390_MARKER: DB = BENCH MARK DISK
 EW5390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5390_SP_SET: CONCRETE POST
 EW5390_STAMPING: 69-1 1969
 EW5390
 EW5390  HISTORY     - Date     Condition        Report By
 EW5390  HISTORY     - UNK      MONUMENTED
 EW5390  HISTORY     - 1977     GOOD             NGS
 EW5390
 EW5390                          STATION DESCRIPTION
 EW5390
 EW5390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5390'3.05 MI SW FROM OJAI.
 EW5390'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5390'OJAI, THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 33, THENCE 0.1
 EW5390'MILE EAST ALONG STATE HIGHWAY 150, AT THE JUNCTION OF LA LUNA ROAD, AT
 EW5390'THE SOUTHEAST CORNER OF A SERVICE STATION PARKING LOT, 120.0 FT. EAST
 EW5390'OF THE CENTER LINE OF THE ROAD, 50.0 FT. SOUTHEAST OF THE SOUTHEAST
 EW5390'CORNER OF THE SERVICE STATION, 40.0 FT. NORTH OF THE CENTER LINE OF
 EW5390'THE HIGHWAY, 2.1 FT. EAST OF A TELEPHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0336 ***********************************************************************
 DB0336  DESIGNATION -  69 2 A IID
 DB0336  PID         -  DB0336
 DB0336  STATE/COUNTY-  CA/IMPERIAL
 DB0336  USGS QUAD   -  PLASTER CITY (1979)
 DB0336
 DB0336                         *CURRENT SURVEY CONTROL
 DB0336  ___________________________________________________________________
 DB0336* NAD 83(1986)-  32 46 10.     (N)    115 46 10.     (W)     SCALED    
 DB0336* NAVD 88     -        -9.128  (meters)     -29.95   (feet)  READJUSTED
 DB0336  ___________________________________________________________________
 DB0336  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB0336  DYNAMIC HT  -          -9.120 (meters)     -29.92  (feet)  COMP
 DB0336  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 DB0336
 DB0336  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0336
 DB0336.The horizontal coordinates were scaled from a topographic map and have
 DB0336.an estimated accuracy of +/- 6 seconds.
 DB0336
 DB0336.The orthometric height was determined by differential leveling
 DB0336.and adjusted in January 1995.
 DB0336.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0336.distribution rate of 2.1 thru 3.0 mm/km.
 DB0336.The height was derived from older observations constrained to new
 DB0336.heights in a crustal motion area.  The height is approximate in
 DB0336.relation to other heights in its vicinity.
 DB0336
 DB0336.The geoid height was determined by GEOID03.
 DB0336
 DB0336.The dynamic height is computed by dividing the NAVD 88
 DB0336.geopotential number by the normal gravity value computed on the
 DB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0336.degrees latitude (g = 980.6199 gals.).
 DB0336
 DB0336.The modeled gravity was interpolated from observed gravity values.
 DB0336
 DB0336;                    North         East    Units  Estimated Accuracy
 DB0336;SPC CA 6     -   566,950.    2,045,030.      MT  (+/- 180 meters Scaled)
 DB0336
 DB0336                          SUPERSEDED SURVEY CONTROL
 DB0336
 DB0336  NGVD 29 (??/??/??)   -9.859  (m)          -32.35   (f) ADJUSTED    2 1
 DB0336
 DB0336.Superseded values are not recommended for survey control.
 DB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0336.See file dsdata.txt to determine how the superseded data were derived.
 DB0336
 DB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS152263(NAD 83)
 DB0336_MARKER: Q = CHISELED SQUARE
 DB0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0336_SP_SET: CANAL
 DB0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0336
 DB0336  HISTORY     - Date     Condition        Report By
 DB0336  HISTORY     - UNK      MONUMENTED       IID
 DB0336  HISTORY     - 1969     GOOD             NGS
 DB0336  HISTORY     - 1974     GOOD             NGS
 DB0336  HISTORY     - 1977     GOOD             IID
 DB0336  HISTORY     - 1981     GOOD             IID
 DB0336
 DB0336                          STATION DESCRIPTION
 DB0336
 DB0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0336'6.4 MI SW FROM SEELEY.
 DB0336'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0336'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 1.3 MILES SOUTH ALONG
 DB0336'THE EAST BANK OF THE WESTSIDE MAIN CANAL TO THE SOUTH SIDE OF
 DB0336'INTERSTATE 8 FREEWAY, ABOUT 0.05 MILES EAST TO THE WEST BANK OF
 DB0336'THE FOXGLOVE CANAL, ABOUT 0.3 MILES SOUTHEAST ALONG THE FOXGLOVE
 DB0336'CANAL TO LATERAL 3 HEADGATE, NEAR THE SOUTH 1/4 CORNER OF SECTION
 DB0336'18.  SEC 18, T16S, R12E.  NOTE--A SQUARE CHIPPED ON THE WEST UPSTREAM
 DB0336'WINGWALL OF CHECK IN FOXGLOVE CANAL AT LATERAL 3 HEADGATE.
 DB0336
 DB0336                          STATION RECOVERY (1974)
 DB0336
 DB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0336'RECOVERED IN GOOD CONDITION.
 DB0336
 DB0336                          STATION RECOVERY (1977)
 DB0336
 DB0336'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0336'RECOVERED IN GOOD CONDITION.
 DB0336
 DB0336                          STATION RECOVERY (1981)
 DB0336
 DB0336'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0337 ***********************************************************************
 DB0337  DESIGNATION -  69 2 B IID
 DB0337  PID         -  DB0337
 DB0337  STATE/COUNTY-  CA/IMPERIAL
 DB0337  USGS QUAD   -  PLASTER CITY (1979)
 DB0337
 DB0337                         *CURRENT SURVEY CONTROL
 DB0337  ___________________________________________________________________
 DB0337* NAD 83(1986)-  32 46 09.     (N)    115 46 13.     (W)     SCALED    
 DB0337* NAVD 88     -       -10.095  (meters)     -33.12   (feet)  READJUSTED
 DB0337  ___________________________________________________________________
 DB0337  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB0337  DYNAMIC HT  -         -10.080 (meters)     -33.07  (feet)  COMP
 DB0337  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 DB0337
 DB0337  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0337
 DB0337.The horizontal coordinates were scaled from a topographic map and have
 DB0337.an estimated accuracy of +/- 6 seconds.
 DB0337
 DB0337.The orthometric height was determined by differential leveling
 DB0337.and adjusted in January 1995.
 DB0337.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0337.distribution rate of 0.0 thru 1.0 mm/km.
 DB0337.The height was derived from older observations constrained to new
 DB0337.heights in a crustal motion area.  The height is approximate in
 DB0337.relation to other heights in its vicinity.
 DB0337
 DB0337.The geoid height was determined by GEOID03.
 DB0337
 DB0337.The dynamic height is computed by dividing the NAVD 88
 DB0337.geopotential number by the normal gravity value computed on the
 DB0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0337.degrees latitude (g = 980.6199 gals.).
 DB0337
 DB0337.The modeled gravity was interpolated from observed gravity values.
 DB0337
 DB0337;                    North         East    Units  Estimated Accuracy
 DB0337;SPC CA 6     -   566,920.    2,044,950.      MT  (+/- 180 meters Scaled)
 DB0337
 DB0337                          SUPERSEDED SURVEY CONTROL
 DB0337
 DB0337  NGVD 29 (??/??/??)  -10.803  (m)          -35.44   (f) ADJUSTED    2 0
 DB0337
 DB0337.Superseded values are not recommended for survey control.
 DB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0337.See file dsdata.txt to determine how the superseded data were derived.
 DB0337
 DB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS151263(NAD 83)
 DB0337_MARKER: X = CHISELED CROSS
 DB0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0337_SP_SET: CANAL
 DB0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0337
 DB0337  HISTORY     - Date     Condition        Report By
 DB0337  HISTORY     - UNK      MONUMENTED       IID
 DB0337  HISTORY     - 1969     GOOD             NGS
 DB0337  HISTORY     - 1974     GOOD             NGS
 DB0337  HISTORY     - 1977     GOOD             IID
 DB0337
 DB0337                          STATION DESCRIPTION
 DB0337
 DB0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0337'6.3 MI SW FROM SEELEY.
 DB0337'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0337'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 1.5 MILES SOUTH ALONG
 DB0337'THE WEST BANK OF THE CANAL TO WESTSIDE MAIN DELIVERY 16A, NEAR
 DB0337'THE NORTH 1/4 CORNER OF SECTION 19.  SECTION 19, T16S, R12E.
 DB0337'NOTE-- A CROSS CHIPPED ON THE SOUTH UPSTREAM WINGWALL OF WESTSIDE
 DB0337'MAIN DELIVERY 16A.
 DB0337
 DB0337                          STATION RECOVERY (1974)
 DB0337
 DB0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0337'RECOVERED IN GOOD CONDITION.
 DB0337
 DB0337                          STATION RECOVERY (1977)
 DB0337
 DB0337'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0338 ***********************************************************************
 DB0338  DESIGNATION -  69 2 C IID
 DB0338  PID         -  DB0338
 DB0338  STATE/COUNTY-  CA/IMPERIAL
 DB0338  USGS QUAD   -  PLASTER CITY (1979)
 DB0338
 DB0338                         *CURRENT SURVEY CONTROL
 DB0338  ___________________________________________________________________
 DB0338* NAD 83(1986)-  32 46 16.     (N)    115 46 11.     (W)     SCALED    
 DB0338* NAVD 88     -        -9.397  (meters)     -30.83   (feet)  READJUSTED
 DB0338  ___________________________________________________________________
 DB0338  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB0338  DYNAMIC HT  -          -9.390 (meters)     -30.81  (feet)  COMP
 DB0338  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 DB0338
 DB0338  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0338
 DB0338.The horizontal coordinates were scaled from a topographic map and have
 DB0338.an estimated accuracy of +/- 6 seconds.
 DB0338
 DB0338.The orthometric height was determined by differential leveling
 DB0338.and adjusted in January 1995.
 DB0338.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0338.distribution rate of 2.1 thru 3.0 mm/km.
 DB0338.The height was derived from older observations constrained to new
 DB0338.heights in a crustal motion area.  The height is approximate in
 DB0338.relation to other heights in its vicinity.
 DB0338
 DB0338.The geoid height was determined by GEOID03.
 DB0338
 DB0338.The dynamic height is computed by dividing the NAVD 88
 DB0338.geopotential number by the normal gravity value computed on the
 DB0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0338.degrees latitude (g = 980.6199 gals.).
 DB0338
 DB0338.The modeled gravity was interpolated from observed gravity values.
 DB0338
 DB0338;                    North         East    Units  Estimated Accuracy
 DB0338;SPC CA 6     -   567,140.    2,045,000.      MT  (+/- 180 meters Scaled)
 DB0338
 DB0338                          SUPERSEDED SURVEY CONTROL
 DB0338
 DB0338  NGVD 29 (??/??/??)  -10.106  (m)          -33.16   (f) ADJUSTED    2 0
 DB0338
 DB0338.Superseded values are not recommended for survey control.
 DB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0338.See file dsdata.txt to determine how the superseded data were derived.
 DB0338
 DB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS152265(NAD 83)
 DB0338_MARKER: Q = CHISELED SQUARE
 DB0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0338_SP_SET: CANAL
 DB0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0338
 DB0338  HISTORY     - Date     Condition        Report By
 DB0338  HISTORY     - UNK      MONUMENTED       IID
 DB0338  HISTORY     - 1969     GOOD             NGS
 DB0338  HISTORY     - 1974     GOOD             NGS
 DB0338  HISTORY     - 1977     GOOD             IID
 DB0338
 DB0338                          STATION DESCRIPTION
 DB0338
 DB0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0338'6.2 MI SW FROM SEELEY.
 DB0338'ABOUT 4.8 MILES WEST ALONG EVEN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0338'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 1.3 MILES SOUTH ALONG
 DB0338'THE EAST BANK ON THE CANAL TO THE SOUTH SIDE OF INTERSTATE 8
 DB0338'FREEWAY, ABOUT 0.05 MILE EAST TO THE FOXGLOVE CANAL.  SECTION 18,
 DB0338'T16S, R12E.  NOTE-- A CHIPPED SQUARE ON THE CENTER OF THE INLET
 DB0338'HEADWALL OF FOXGLOVE CANAL SIPHON UNDER INTERSTATE 8 FREEWAY.
 DB0338
 DB0338                          STATION RECOVERY (1974)
 DB0338
 DB0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0338'RECOVERED IN GOOD CONDITION.
 DB0338
 DB0338                          STATION RECOVERY (1977)
 DB0338
 DB0338'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0339 ***********************************************************************
 DB0339  DESIGNATION -  69 2 D IID
 DB0339  PID         -  DB0339
 DB0339  STATE/COUNTY-  CA/IMPERIAL
 DB0339  USGS QUAD   -  PLASTER CITY (1979)
 DB0339
 DB0339                         *CURRENT SURVEY CONTROL
 DB0339  ___________________________________________________________________
 DB0339* NAD 83(1986)-  32 46 24.     (N)    115 46 19.     (W)     SCALED    
 DB0339* NAVD 88     -        -9.385  (meters)     -30.79   (feet)  READJUSTED
 DB0339  ___________________________________________________________________
 DB0339  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB0339  DYNAMIC HT  -          -9.370 (meters)     -30.74  (feet)  COMP
 DB0339  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 DB0339
 DB0339  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DB0339
 DB0339.The horizontal coordinates were scaled from a topographic map and have
 DB0339.an estimated accuracy of +/- 6 seconds.
 DB0339
 DB0339.The orthometric height was determined by differential leveling
 DB0339.and adjusted in January 1995.
 DB0339.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DB0339.distribution rate of 3.1 thru 4.0 mm/km.
 DB0339.The height was derived from older observations constrained to new
 DB0339.heights in a crustal motion area.  The height is approximate in
 DB0339.relation to other heights in its vicinity.
 DB0339
 DB0339.The geoid height was determined by GEOID03.
 DB0339
 DB0339.The dynamic height is computed by dividing the NAVD 88
 DB0339.geopotential number by the normal gravity value computed on the
 DB0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0339.degrees latitude (g = 980.6199 gals.).
 DB0339
 DB0339.The modeled gravity was interpolated from observed gravity values.
 DB0339
 DB0339;                    North         East    Units  Estimated Accuracy
 DB0339;SPC CA 6     -   567,380.    2,044,790.      MT  (+/- 180 meters Scaled)
 DB0339
 DB0339                          SUPERSEDED SURVEY CONTROL
 DB0339
 DB0339  NGVD 29 (??/??/??)  -10.093  (m)          -33.11   (f) ADJUSTED    2 0
 DB0339
 DB0339.Superseded values are not recommended for survey control.
 DB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0339.See file dsdata.txt to determine how the superseded data were derived.
 DB0339
 DB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS150268(NAD 83)
 DB0339_MARKER: Q = CHISELED SQUARE
 DB0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0339_SP_SET: CANAL
 DB0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0339
 DB0339  HISTORY     - Date     Condition        Report By
 DB0339  HISTORY     - UNK      MONUMENTED       IID
 DB0339  HISTORY     - 1969     GOOD             NGS
 DB0339  HISTORY     - 1974     GOOD             NGS
 DB0339  HISTORY     - 1977     GOOD             IID
 DB0339
 DB0339                          STATION DESCRIPTION
 DB0339
 DB0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0339'6.1 MI SW FROM SEELEY.
 DB0339'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY FROM DREW ROAD IN
 DB0339'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 1.25 MILES SOUTH ALONG
 DB0339'THE EAST BANK OF THE WESTSIDE MAIN CANAL TO THE NORTH SIDE OF
 DB0339'INTERSTATE 8 FREEWAY, ABOUT 0.05 MILE EAST TO THE FOXGLOVE CANAL,
 DB0339'IN THE NE 1/4 OF SW 1/4 OF SECTION 18.  SECTION 18, T16S, R12E.
 DB0339'NOTE-- A SQUARE CHIPPED ONE FOOT EAST OF THE CENTERLINE OF THE
 DB0339'OUTLET HEADWALL OF FOXGLOVE CANAL SIPHON UNDER INTERSTATE 8
 DB0339'FREEWAY.
 DB0339
 DB0339                          STATION RECOVERY (1974)
 DB0339
 DB0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0339'RECOVERED IN GOOD CONDITION.
 DB0339
 DB0339                          STATION RECOVERY (1977)
 DB0339
 DB0339'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0341 ***********************************************************************
 DB0341  DESIGNATION -  69 2 E IID
 DB0341  PID         -  DB0341
 DB0341  STATE/COUNTY-  CA/IMPERIAL
 DB0341  USGS QUAD   -  PLASTER CITY (1979)
 DB0341
 DB0341                         *CURRENT SURVEY CONTROL
 DB0341  ___________________________________________________________________
 DB0341* NAD 83(1986)-  32 46 34.     (N)    115 46 27.     (W)     SCALED    
 DB0341* NAVD 88     -        -7.611  (meters)     -24.97   (feet)  READJUSTED
 DB0341  ___________________________________________________________________
 DB0341  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DB0341  DYNAMIC HT  -          -7.600 (meters)     -24.93  (feet)  COMP
 DB0341  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 DB0341
 DB0341  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0341
 DB0341.The horizontal coordinates were scaled from a topographic map and have
 DB0341.an estimated accuracy of +/- 6 seconds.
 DB0341
 DB0341.The orthometric height was determined by differential leveling
 DB0341.and adjusted in January 1995.
 DB0341.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0341.distribution rate of 0.0 thru 1.0 mm/km.
 DB0341.The height was derived from older observations constrained to new
 DB0341.heights in a crustal motion area.  The height is approximate in
 DB0341.relation to other heights in its vicinity.
 DB0341
 DB0341.The geoid height was determined by GEOID03.
 DB0341
 DB0341.The dynamic height is computed by dividing the NAVD 88
 DB0341.geopotential number by the normal gravity value computed on the
 DB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0341.degrees latitude (g = 980.6199 gals.).
 DB0341
 DB0341.The modeled gravity was interpolated from observed gravity values.
 DB0341
 DB0341;                    North         East    Units  Estimated Accuracy
 DB0341;SPC CA 6     -   567,690.    2,044,580.      MT  (+/- 180 meters Scaled)
 DB0341
 DB0341                          SUPERSEDED SURVEY CONTROL
 DB0341
 DB0341  NGVD 29 (??/??/??)   -8.318  (m)          -27.29   (f) ADJUSTED    2 0
 DB0341
 DB0341.Superseded values are not recommended for survey control.
 DB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0341.See file dsdata.txt to determine how the superseded data were derived.
 DB0341
 DB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS148271(NAD 83)
 DB0341_MARKER: Q = CHISELED SQUARE
 DB0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0341_SP_SET: CANAL
 DB0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0341
 DB0341  HISTORY     - Date     Condition        Report By
 DB0341  HISTORY     - UNK      MONUMENTED       IID
 DB0341  HISTORY     - 1969     GOOD             NGS
 DB0341  HISTORY     - 1974     GOOD             NGS
 DB0341  HISTORY     - 1977     GOOD             IID
 DB0341
 DB0341                          STATION DESCRIPTION
 DB0341
 DB0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0341'5.8 MI SW FROM SEELEY.
 DB0341'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0341'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 1.0 MILE SOUTH ALONG
 DB0341'THE WEST BANK OF THE WESTSIDE MAIN CANAL TO A DRAIN SIPHON
 DB0341'CROSSING UNDER THE WESTSIDE MAIN CANAL NEAR THE NE CORNER OF
 DB0341'LOT 3, SECTION 18.  SECTION 18, T16S, R12E.  NOTE-- A SQUARE
 DB0341'CHIPPED ON THE TOP OF THE SOUTH SIDE OF STANDPIPE AT INLET END
 DB0341'OF DRAINAGE SIPHON UNDER WESTSIDE MAIN CANAL.
 DB0341
 DB0341                          STATION RECOVERY (1974)
 DB0341
 DB0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0341'RECOVERED IN GOOD CONDITION.
 DB0341
 DB0341                          STATION RECOVERY (1977)
 DB0341
 DB0341'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0342 ***********************************************************************
 DB0342  DESIGNATION -  69 2 F
 DB0342  PID         -  DB0342
 DB0342  STATE/COUNTY-  CA/IMPERIAL
 DB0342  USGS QUAD   -  PLASTER CITY (1979)
 DB0342
 DB0342                         *CURRENT SURVEY CONTROL
 DB0342  ___________________________________________________________________
 DB0342* NAD 83(1986)-  32 46 48.     (N)    115 46 18.     (W)     SCALED    
 DB0342* NAVD 88     -        -9.622  (meters)     -31.57   (feet)  READJUSTED
 DB0342  ___________________________________________________________________
 DB0342  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DB0342  DYNAMIC HT  -          -9.610 (meters)     -31.53  (feet)  COMP
 DB0342  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 DB0342
 DB0342  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB0342
 DB0342.The horizontal coordinates were scaled from a topographic map and have
 DB0342.an estimated accuracy of +/- 6 seconds.
 DB0342
 DB0342.The orthometric height was determined by differential leveling
 DB0342.and adjusted in January 1995.
 DB0342.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB0342.distribution rate of 4.1 thru 8.0 mm/km.
 DB0342.The height was derived from older observations constrained to new
 DB0342.heights in a crustal motion area.  The height is approximate in
 DB0342.relation to other heights in its vicinity.
 DB0342.WARNING-Repeat measurements at this control monument indicate possible
 DB0342.vertical movement.
 DB0342
 DB0342.The geoid height was determined by GEOID03.
 DB0342
 DB0342.The dynamic height is computed by dividing the NAVD 88
 DB0342.geopotential number by the normal gravity value computed on the
 DB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0342.degrees latitude (g = 980.6199 gals.).
 DB0342
 DB0342.The modeled gravity was interpolated from observed gravity values.
 DB0342
 DB0342;                    North         East    Units  Estimated Accuracy
 DB0342;SPC CA 6     -   568,120.    2,044,810.      MT  (+/- 180 meters Scaled)
 DB0342
 DB0342                          SUPERSEDED SURVEY CONTROL
 DB0342
 DB0342  NAVD 88 (06/15/91)   -9.622  (m)          -31.57   (f) UNKNOWN     1 1
 DB0342  NGVD 29 (??/??/??)  -10.368  (m)          -34.02   (f) ADJUSTED    1 1
 DB0342
 DB0342.Superseded values are not recommended for survey control.
 DB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0342.See file dsdata.txt to determine how the superseded data were derived.
 DB0342
 DB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS150275(NAD 83)
 DB0342_MARKER: Q = CHISELED SQUARE
 DB0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0342_SP_SET: CANAL
 DB0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0342
 DB0342  HISTORY     - Date     Condition        Report By
 DB0342  HISTORY     - UNK      MONUMENTED       IID
 DB0342  HISTORY     - 1969     GOOD             NGS
 DB0342  HISTORY     - 1974     GOOD             NGS
 DB0342  HISTORY     - 1977     GOOD             IID
 DB0342  HISTORY     - 1981     GOOD             IID
 DB0342  HISTORY     - 1984     GOOD             CA-025
 DB0342
 DB0342                          STATION DESCRIPTION
 DB0342
 DB0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0342'5.6 MI SW FROM SEELEY.
 DB0342'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0342'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 0.8 MILE SOUTH ALONG
 DB0342'THE EAST BANK OF THE WESTSIDE MAIN CANAL AND WEST BANK OF
 DB0342'FOXGLOVE CANAL TO FOXGLOVE LATERAL 5 HEADGATE, NEAR THE CENTER OF
 DB0342'THE E 1/2 OF NW 1/4 OF SECTION 18.  SECTION 18, T16S, R12E.
 DB0342'NOTE-- A SQUARE CHIPPED ON THE CENTER OF THE CROSSWALK ON CHECK IN
 DB0342'FOXGLOVE CANAL FOR LATERAL 5 HEADGATE.
 DB0342
 DB0342                          STATION RECOVERY (1974)
 DB0342
 DB0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0342'RECOVERED IN GOOD CONDITION.
 DB0342
 DB0342                          STATION RECOVERY (1977)
 DB0342
 DB0342'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0342'RECOVERED IN GOOD CONDITION.
 DB0342
 DB0342                          STATION RECOVERY (1981)
 DB0342
 DB0342'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0342'RECOVERED IN GOOD CONDITION.
 DB0342
 DB0342                          STATION RECOVERY (1984)
 DB0342
 DB0342'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0342'RECOVERED IN GOOD CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE EXCEPT
 DB0342'THAT THE LATERAL 5 IS NOW DELIVERY NUMBER 25, ALSO, PROCEED ALONG THE
 DB0342'EAST BANK OF FOXGLOVE CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0344 ***********************************************************************
 DB0344  DESIGNATION -  69 2 G IID
 DB0344  PID         -  DB0344
 DB0344  STATE/COUNTY-  CA/IMPERIAL
 DB0344  USGS QUAD   -  PLASTER CITY (1979)
 DB0344
 DB0344                         *CURRENT SURVEY CONTROL
 DB0344  ___________________________________________________________________
 DB0344* NAD 83(1986)-  32 47 02.     (N)    115 46 23.     (W)     SCALED    
 DB0344* NAVD 88     -        -8.115  (meters)     -26.62   (feet)  READJUSTED
 DB0344  ___________________________________________________________________
 DB0344  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DB0344  DYNAMIC HT  -          -8.110 (meters)     -26.61  (feet)  COMP
 DB0344  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DB0344
 DB0344  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0344
 DB0344.The horizontal coordinates were scaled from a topographic map and have
 DB0344.an estimated accuracy of +/- 6 seconds.
 DB0344
 DB0344.The orthometric height was determined by differential leveling
 DB0344.and adjusted in January 1995.
 DB0344.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0344.distribution rate of 0.0 thru 1.0 mm/km.
 DB0344.The height was derived from older observations constrained to new
 DB0344.heights in a crustal motion area.  The height is approximate in
 DB0344.relation to other heights in its vicinity.
 DB0344
 DB0344.The geoid height was determined by GEOID03.
 DB0344
 DB0344.The dynamic height is computed by dividing the NAVD 88
 DB0344.geopotential number by the normal gravity value computed on the
 DB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0344.degrees latitude (g = 980.6199 gals.).
 DB0344
 DB0344.The modeled gravity was interpolated from observed gravity values.
 DB0344
 DB0344;                    North         East    Units  Estimated Accuracy
 DB0344;SPC CA 6     -   568,550.    2,044,680.      MT  (+/- 180 meters Scaled)
 DB0344
 DB0344                          SUPERSEDED SURVEY CONTROL
 DB0344
 DB0344  NGVD 29 (??/??/??)   -8.818  (m)          -28.93   (f) ADJUSTED    2 0
 DB0344
 DB0344.Superseded values are not recommended for survey control.
 DB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0344.See file dsdata.txt to determine how the superseded data were derived.
 DB0344
 DB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS148279(NAD 83)
 DB0344_MARKER: Q = CHISELED SQUARE
 DB0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0344_SP_SET: CANAL
 DB0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0344
 DB0344  HISTORY     - Date     Condition        Report By
 DB0344  HISTORY     - UNK      MONUMENTED       IID
 DB0344  HISTORY     - 1969     GOOD             NGS
 DB0344  HISTORY     - 1974     GOOD             NGS
 DB0344  HISTORY     - 1977     GOOD             IID
 DB0344
 DB0344                          STATION DESCRIPTION
 DB0344
 DB0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0344'5.3 MI SW FROM SEELEY.
 DB0344'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0344'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 0.5 MILE SOUTH ALONG
 DB0344'THE WEST BANK OF THE CANAL TO A DRAINAGE SIPHON CROSSING UNDER
 DB0344'THE WESTSIDE MAIN CANAL, NEAR THE CENTER OF THE NORTH LINE OF
 DB0344'E. 1/2 OF NW 1/4 OF SECTION 18.  SECTION 18, T16S, R12E.  NOTE-- A
 DB0344'SQUARE CHIPPED ON THE TOP OF A 48 IN DIAMETER CONCRETE MANHOLE ON
 DB0344'THE WEST SIDE OF THE WESTSIDE MAIN CANAL.
 DB0344
 DB0344                          STATION RECOVERY (1974)
 DB0344
 DB0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0344'RECOVERED IN GOOD CONDITION.
 DB0344
 DB0344                          STATION RECOVERY (1977)
 DB0344
 DB0344'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0343 ***********************************************************************
 DB0343  DESIGNATION -  69 2 H
 DB0343  PID         -  DB0343
 DB0343  STATE/COUNTY-  CA/IMPERIAL
 DB0343  USGS QUAD   -  PLASTER CITY (1979)
 DB0343
 DB0343                         *CURRENT SURVEY CONTROL
 DB0343  ___________________________________________________________________
 DB0343* NAD 83(1986)-  32 47 00.     (N)    115 46 16.     (W)     SCALED    
 DB0343* NAVD 88     -        -9.697  (meters)     -31.81   (feet)  READJUSTED
 DB0343  ___________________________________________________________________
 DB0343  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DB0343  DYNAMIC HT  -          -9.690 (meters)     -31.79  (feet)  COMP
 DB0343  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 DB0343
 DB0343  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0343
 DB0343.The horizontal coordinates were scaled from a topographic map and have
 DB0343.an estimated accuracy of +/- 6 seconds.
 DB0343
 DB0343.The orthometric height was determined by differential leveling
 DB0343.and adjusted in January 1995.
 DB0343.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0343.distribution rate of 2.1 thru 3.0 mm/km.
 DB0343.The height was derived from older observations constrained to new
 DB0343.heights in a crustal motion area.  The height is approximate in
 DB0343.relation to other heights in its vicinity.
 DB0343.WARNING-Repeat measurements at this control monument indicate possible
 DB0343.vertical movement.
 DB0343
 DB0343.The geoid height was determined by GEOID03.
 DB0343
 DB0343.The dynamic height is computed by dividing the NAVD 88
 DB0343.geopotential number by the normal gravity value computed on the
 DB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0343.degrees latitude (g = 980.6199 gals.).
 DB0343
 DB0343.The modeled gravity was interpolated from observed gravity values.
 DB0343
 DB0343;                    North         East    Units  Estimated Accuracy
 DB0343;SPC CA 6     -   568,490.    2,044,860.      MT  (+/- 180 meters Scaled)
 DB0343
 DB0343                          SUPERSEDED SURVEY CONTROL
 DB0343
 DB0343  NAVD 88 (06/15/91)   -9.699  (m)          -31.82   (f) UNKNOWN     1 1
 DB0343  NGVD 29 (??/??/92)  -10.674  (m)          -35.02   (f) ADJ UNCH    1 1
 DB0343
 DB0343.Superseded values are not recommended for survey control.
 DB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0343.See file dsdata.txt to determine how the superseded data were derived.
 DB0343
 DB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS150279(NAD 83)
 DB0343_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DB0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DB0343_SP_SET: CONCRETE HEADWALL
 DB0343_MARK LOGO: IID   
 DB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0343+STABILITY: SURFACE MOTION
 DB0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0343+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1987
 DB0343
 DB0343  HISTORY     - Date     Condition        Report By
 DB0343  HISTORY     - UNK      MONUMENTED       IID
 DB0343  HISTORY     - 1969     GOOD             NGS
 DB0343  HISTORY     - 1974     GOOD             NGS
 DB0343  HISTORY     - 1977     GOOD             NGS
 DB0343  HISTORY     - 1978     GOOD             USGS
 DB0343  HISTORY     - 1981     GOOD             IID
 DB0343  HISTORY     - 1984     GOOD             CA-025
 DB0343  HISTORY     - 19870914 GOOD             CA-025
 DB0343
 DB0343                          STATION DESCRIPTION
 DB0343
 DB0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0343'5.3 MI SW FROM SEELEY.
 DB0343'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0343'SEELEY, TO THE FOXGLOVE AND WESTSIDE MAIN CANALS ABOUT 0.5 MILE
 DB0343'SOUTH ALONG THE EAST BANK OF THE WESTSIDE CANAL TO FOXGLOVE
 DB0343'DELIVERY 26, NEAR THE CENTER OF THE SOUTH LINE OF E. 1/2 OF SW
 DB0343'1/4 OF SECTION 7.  SECTION 7, T16S, R12E.  NOTE-- A SQUARE CHIPPED
 DB0343'ON THE CENTER OF THE WALKWAY ON FOXGLOVE DELIVERY 26.
 DB0343
 DB0343                          STATION RECOVERY (1974)
 DB0343
 DB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0343'RECOVERED IN GOOD CONDITION.
 DB0343
 DB0343                          STATION RECOVERY (1977)
 DB0343
 DB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0343'4.75 MILES WEST ALONG THE SAN DIEGO AND ARIZONA EASTERN COMPANY
 DB0343'RAILOAD FROM THE CROSSING OF COUNTY ROAD S 29 AT SEELEY, THENCE
 DB0343'0.35 MILES SOUTH ALONG A DIRT ROAD ON EAST SIDE OF DIXIE DRAIN
 DB0343'A CHISELED SQUARE IN CENTER OF THE CONCRETE WALKWAY OVER DELIVERY
 DB0343'26, 13 FT. WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD,
 DB0343'2.5 FT. SOUTH OF THE NORTH END OF WALKWAY.
 DB0343
 DB0343                          STATION RECOVERY (1978)
 DB0343
 DB0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0343'RECOVERED IN GOOD CONDITION.
 DB0343
 DB0343                          STATION RECOVERY (1981)
 DB0343
 DB0343'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0343'RECOVERED IN GOOD CONDITION.
 DB0343
 DB0343                          STATION RECOVERY (1984)
 DB0343
 DB0343'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1984
 DB0343'RECOVERED IN GOOD CONDITION.  THE 1969 DESCRIPTION IS ADEQUATE EXCEPT
 DB0343'THAT TO PROCEED ALONG THE EAST BANK OF FOXGLOVE CANAL TO DELIVERY
 DB0343'NUMBER 26.
 DB0343
 DB0343                          STATION RECOVERY (1987)
 DB0343
 DB0343'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1987
 DB0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0345 ***********************************************************************
 DB0345  DESIGNATION -  69 2 I IID
 DB0345  PID         -  DB0345
 DB0345  STATE/COUNTY-  CA/IMPERIAL
 DB0345  USGS QUAD   -  PLASTER CITY (1979)
 DB0345
 DB0345                         *CURRENT SURVEY CONTROL
 DB0345  ___________________________________________________________________
 DB0345* NAD 83(1986)-  32 47 25.     (N)    115 46 18.     (W)     SCALED    
 DB0345* NAVD 88     -       -10.092  (meters)     -33.11   (feet)  READJUSTED
 DB0345  ___________________________________________________________________
 DB0345  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB0345  DYNAMIC HT  -         -10.080 (meters)     -33.07  (feet)  COMP
 DB0345  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DB0345
 DB0345  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB0345
 DB0345.The horizontal coordinates were scaled from a topographic map and have
 DB0345.an estimated accuracy of +/- 6 seconds.
 DB0345
 DB0345.The orthometric height was determined by differential leveling
 DB0345.and adjusted in January 1995.
 DB0345.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB0345.distribution rate of 4.1 thru 8.0 mm/km.
 DB0345.The height was derived from older observations constrained to new
 DB0345.heights in a crustal motion area.  The height is approximate in
 DB0345.relation to other heights in its vicinity.
 DB0345
 DB0345.The geoid height was determined by GEOID03.
 DB0345
 DB0345.The dynamic height is computed by dividing the NAVD 88
 DB0345.geopotential number by the normal gravity value computed on the
 DB0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0345.degrees latitude (g = 980.6199 gals.).
 DB0345
 DB0345.The modeled gravity was interpolated from observed gravity values.
 DB0345
 DB0345;                    North         East    Units  Estimated Accuracy
 DB0345;SPC CA 6     -   569,260.    2,044,810.      MT  (+/- 180 meters Scaled)
 DB0345
 DB0345                          SUPERSEDED SURVEY CONTROL
 DB0345
 DB0345  NGVD 29 (??/??/??)  -10.794  (m)          -35.41   (f) ADJUSTED    2 0
 DB0345
 DB0345.Superseded values are not recommended for survey control.
 DB0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0345.See file dsdata.txt to determine how the superseded data were derived.
 DB0345
 DB0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS150287(NAD 83)
 DB0345_MARKER: Q = CHISELED SQUARE
 DB0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0345_SP_SET: CROSSWALK
 DB0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0345
 DB0345  HISTORY     - Date     Condition        Report By
 DB0345  HISTORY     - UNK      MONUMENTED       IID
 DB0345  HISTORY     - 1969     GOOD             NGS
 DB0345  HISTORY     - 1974     GOOD             NGS
 DB0345  HISTORY     - 1977     GOOD             NGS
 DB0345
 DB0345                          STATION DESCRIPTION
 DB0345
 DB0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0345'4.9 MI W FROM SEELEY.
 DB0345'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0345'SEELEY, TO THE FOXGLOVE CANAL, ABOUT 0.1 MILE SOUTH ALONG THE WEST
 DB0345'BANK OF THE FOXGLOVE CANAL TO DELIVERY 28, IN THE NE 1/4 OF SW
 DB0345'1/4 OF SECTION 7.  SECTION 7, T16S, R12E.  NOTE-- A CHIPPED SQUARE
 DB0345'ON THE CENTER OF THE CROSSWALK OF CHECK IN FOXGLOVE CANAL FOR
 DB0345'DELIVERY 28.
 DB0345
 DB0345                          STATION RECOVERY (1974)
 DB0345
 DB0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0345'RECOVERED IN GOOD CONDITION.
 DB0345
 DB0345                          STATION RECOVERY (1977)
 DB0345
 DB0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DB0345'4.75 MILES WEST ALONG THE SAN DIEGO AND ARIZONA EASTERN COMPANY
 DB0345'RAILOAD FROM THE CROSSING OF COUNTY ROAD S 29 AT SEELEY, THENCE
 DB0345'0.05 MILES NORTH ALONG THE EAST SIDE OF FOXGLOVE CANAL, A CHISELED
 DB0345'SQUARE IN CENTER OF THE CONCRETE CROSSWALK OF CHECK IN FOXGLOVE
 DB0345'CANAL FOR DELIVERY 28, 18.5 FT. WEST OF THE APPROXIMATE CENTERLINE
 DB0345'OF A DIRT ROAD, 4 FT. EAST OF THE WEST END OF CONCRETE CROSSWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0347 ***********************************************************************
 DB0347  DESIGNATION -  69 2 K IID
 DB0347  PID         -  DB0347
 DB0347  STATE/COUNTY-  CA/IMPERIAL
 DB0347  USGS QUAD   -  PLASTER CITY (1979)
 DB0347
 DB0347                         *CURRENT SURVEY CONTROL
 DB0347  ___________________________________________________________________
 DB0347* NAD 83(1986)-  32 47 28.     (N)    115 46 16.     (W)     SCALED    
 DB0347* NAVD 88     -        -9.113  (meters)     -29.90   (feet)  READJUSTED
 DB0347  ___________________________________________________________________
 DB0347  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB0347  DYNAMIC HT  -          -9.100 (meters)     -29.86  (feet)  COMP
 DB0347  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DB0347
 DB0347  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB0347
 DB0347.The horizontal coordinates were scaled from a topographic map and have
 DB0347.an estimated accuracy of +/- 6 seconds.
 DB0347
 DB0347.The orthometric height was determined by differential leveling
 DB0347.and adjusted in January 1995.
 DB0347.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB0347.distribution rate of 4.1 thru 8.0 mm/km.
 DB0347.The height was derived from older observations constrained to new
 DB0347.heights in a crustal motion area.  The height is approximate in
 DB0347.relation to other heights in its vicinity.
 DB0347
 DB0347.The geoid height was determined by GEOID03.
 DB0347
 DB0347.The dynamic height is computed by dividing the NAVD 88
 DB0347.geopotential number by the normal gravity value computed on the
 DB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0347.degrees latitude (g = 980.6199 gals.).
 DB0347
 DB0347.The modeled gravity was interpolated from observed gravity values.
 DB0347
 DB0347;                    North         East    Units  Estimated Accuracy
 DB0347;SPC CA 6     -   569,360.    2,044,860.      MT  (+/- 180 meters Scaled)
 DB0347
 DB0347                          SUPERSEDED SURVEY CONTROL
 DB0347
 DB0347  NGVD 29 (??/??/??)   -9.844  (m)          -32.30   (f) ADJUSTED    2 1
 DB0347
 DB0347.Superseded values are not recommended for survey control.
 DB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0347.See file dsdata.txt to determine how the superseded data were derived.
 DB0347
 DB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS150287(NAD 83)
 DB0347_MARKER: Q = CHISELED SQUARE
 DB0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0347_SP_SET: PEDESTAL
 DB0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0347
 DB0347  HISTORY     - Date     Condition        Report By
 DB0347  HISTORY     - UNK      MONUMENTED       IID
 DB0347  HISTORY     - 1969     GOOD             NGS
 DB0347  HISTORY     - 1974     GOOD             NGS
 DB0347  HISTORY     - 1977     GOOD             IID
 DB0347  HISTORY     - 1981     GOOD             IID
 DB0347
 DB0347                          STATION DESCRIPTION
 DB0347
 DB0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0347'4.8 MI W FROM SEELEY.
 DB0347'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0347'SEELEY, TO THE WESTSIDE MAIN CANAL.  SECTION 7, T16S, R12E.
 DB0347'NOTE-- A CHIPPED SQUARE ON THE TOP OF THE SOUTHEAST PEDESTAL OF
 DB0347'EVAN HEWES HIGHWAY (OLD HIGHWAY 80) BRIDGE OVER THE WESTSIDE
 DB0347'MAIN CANAL.
 DB0347
 DB0347                          STATION RECOVERY (1974)
 DB0347
 DB0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0347'RECOVERED IN GOOD CONDITION.
 DB0347
 DB0347                          STATION RECOVERY (1977)
 DB0347
 DB0347'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0347'RECOVERED IN GOOD CONDITION.
 DB0347
 DB0347                          STATION RECOVERY (1981)
 DB0347
 DB0347'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0348 ***********************************************************************
 DB0348  DESIGNATION -  69 2 L IID
 DB0348  PID         -  DB0348
 DB0348  STATE/COUNTY-  CA/IMPERIAL
 DB0348  USGS QUAD   -  PLASTER CITY (1979)
 DB0348
 DB0348                         *CURRENT SURVEY CONTROL
 DB0348  ___________________________________________________________________
 DB0348* NAD 83(1986)-  32 47 40.     (N)    115 46 13.     (W)     SCALED    
 DB0348* NAVD 88     -       -10.07   (+/-2cm)     -33.0    (feet)  VERTCON   
 DB0348  ___________________________________________________________________
 DB0348  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0348
 DB0348.The horizontal coordinates were scaled from a topographic map and have
 DB0348.an estimated accuracy of +/- 6 seconds.
 DB0348
 DB0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0348.The vertical order pertains to the NGVD 29 superseded value.
 DB0348
 DB0348.The geoid height was determined by GEOID03.
 DB0348
 DB0348;                    North         East    Units  Estimated Accuracy
 DB0348;SPC CA 6     -   569,730.    2,044,940.      MT  (+/- 180 meters Scaled)
 DB0348
 DB0348                          SUPERSEDED SURVEY CONTROL
 DB0348
 DB0348  NGVD 29 (??/??/??)  -10.802  (m)          -35.44   (f) ADJUSTED    2 0
 DB0348
 DB0348.Superseded values are not recommended for survey control.
 DB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0348.See file dsdata.txt to determine how the superseded data were derived.
 DB0348
 DB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS151291(NAD 83)
 DB0348_MARKER: Q = CHISELED SQUARE
 DB0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0348_SP_SET: CROSSWALK
 DB0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0348
 DB0348  HISTORY     - Date     Condition        Report By
 DB0348  HISTORY     - UNK      MONUMENTED       IID
 DB0348  HISTORY     - 1969     GOOD             NGS
 DB0348  HISTORY     - 1974     GOOD             NGS
 DB0348  HISTORY     - 1977     MARK NOT FOUND   IID
 DB0348
 DB0348                          STATION DESCRIPTION
 DB0348
 DB0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0348'5.1 MI W FROM SEELEY.
 DB0348'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0348'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 0.3 MILES NORTH ALONG THE
 DB0348'WEST BANK OF THE CANAL TO DELIVERY 17A, NEAR THE SE CORNER OF NE
 DB0348'1/4 OF NW 1/4 OF SECTION 7.  SECTION 7, T16S, R12E.  NOTE-- A
 DB0348'CHIPPED SQUARE ON THE CENTER OF THE CROSSWALK ON WESTSIDE MAIN
 DB0348'DELIVERY 17A.
 DB0348
 DB0348                          STATION RECOVERY (1974)
 DB0348
 DB0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0348'RECOVERED IN GOOD CONDITION.
 DB0348
 DB0348                          STATION RECOVERY (1977)
 DB0348
 DB0348'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0348'MARK HAS BEEN COVERED WITH PRECAST CONCRETE SLAB. UNABLE TO OBTAIN
 DB0348'SHOT ON MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0349 ***********************************************************************
 DB0349  DESIGNATION -  69 2 M IID
 DB0349  PID         -  DB0349
 DB0349  STATE/COUNTY-  CA/IMPERIAL
 DB0349  USGS QUAD   -  PLASTER CITY (1979)
 DB0349
 DB0349                         *CURRENT SURVEY CONTROL
 DB0349  ___________________________________________________________________
 DB0349* NAD 83(1986)-  32 47 53.     (N)    115 45 58.     (W)     SCALED    
 DB0349* NAVD 88     -       -10.677  (meters)     -35.03   (feet)  READJUSTED
 DB0349  ___________________________________________________________________
 DB0349  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DB0349  DYNAMIC HT  -         -10.660 (meters)     -34.97  (feet)  COMP
 DB0349  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DB0349
 DB0349  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0349
 DB0349.The horizontal coordinates were scaled from a topographic map and have
 DB0349.an estimated accuracy of +/- 6 seconds.
 DB0349
 DB0349.The orthometric height was determined by differential leveling
 DB0349.and adjusted in January 1995.
 DB0349.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0349.distribution rate of 1.1 thru 2.0 mm/km.
 DB0349.The height was derived from older observations constrained to new
 DB0349.heights in a crustal motion area.  The height is approximate in
 DB0349.relation to other heights in its vicinity.
 DB0349
 DB0349.The geoid height was determined by GEOID03.
 DB0349
 DB0349.The dynamic height is computed by dividing the NAVD 88
 DB0349.geopotential number by the normal gravity value computed on the
 DB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0349.degrees latitude (g = 980.6199 gals.).
 DB0349
 DB0349.The modeled gravity was interpolated from observed gravity values.
 DB0349
 DB0349;                    North         East    Units  Estimated Accuracy
 DB0349;SPC CA 6     -   570,130.    2,045,320.      MT  (+/- 180 meters Scaled)
 DB0349
 DB0349                          SUPERSEDED SURVEY CONTROL
 DB0349
 DB0349  NGVD 29 (??/??/??)  -11.381  (m)          -37.34   (f) ADJUSTED    2 0
 DB0349
 DB0349.Superseded values are not recommended for survey control.
 DB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0349.See file dsdata.txt to determine how the superseded data were derived.
 DB0349
 DB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS155295(NAD 83)
 DB0349_MARKER: Q = CHISELED SQUARE
 DB0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0349_SP_SET: CANAL
 DB0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0349
 DB0349  HISTORY     - Date     Condition        Report By
 DB0349  HISTORY     - UNK      MONUMENTED       IID
 DB0349  HISTORY     - 1969     GOOD             NGS
 DB0349  HISTORY     - 1974     GOOD             NGS
 DB0349  HISTORY     - 1977     GOOD             IID
 DB0349
 DB0349                          STATION DESCRIPTION
 DB0349
 DB0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0349'5.5 MI W FROM SEELEY.
 DB0349'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0349'SEELEY, TO THE FOXGLOVE CANAL, ABOUT 0.7 MILES NORTHERLY ALONG
 DB0349'THE EAST AND SOUTH BANK OF FOXGLOVE CANAL TO DELIVERY 30, NEAR
 DB0349'THE SOUTHEAST CORNER OF SW 1/4 OF SE 1/4 OF SECTION 6.  SECTION 6,
 DB0349'T16S, R12E.  NOTE-- A SQUARE CHIPPED ON THE EAST UPSTREAM WINGWALL
 DB0349'OF FOXGLOVE DELIVERY 30.
 DB0349
 DB0349                          STATION RECOVERY (1974)
 DB0349
 DB0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0349'RECOVERED IN GOOD CONDITION.
 DB0349
 DB0349                          STATION RECOVERY (1977)
 DB0349
 DB0349'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0350 ***********************************************************************
 DB0350  DESIGNATION -  69 2 P IID
 DB0350  PID         -  DB0350
 DB0350  STATE/COUNTY-  CA/IMPERIAL
 DB0350  USGS QUAD   -  PLASTER CITY (1979)
 DB0350
 DB0350                         *CURRENT SURVEY CONTROL
 DB0350  ___________________________________________________________________
 DB0350* NAD 83(1986)-  32 47 59.     (N)    115 45 49.     (W)     SCALED    
 DB0350* NAVD 88     -       -11.303  (meters)     -37.08   (feet)  READJUSTED
 DB0350  ___________________________________________________________________
 DB0350  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB0350  DYNAMIC HT  -         -11.290 (meters)     -37.04  (feet)  COMP
 DB0350  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DB0350
 DB0350  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0350
 DB0350.The horizontal coordinates were scaled from a topographic map and have
 DB0350.an estimated accuracy of +/- 6 seconds.
 DB0350
 DB0350.The orthometric height was determined by differential leveling
 DB0350.and adjusted in January 1995.
 DB0350.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0350.distribution rate of 2.1 thru 3.0 mm/km.
 DB0350.The height was derived from older observations constrained to new
 DB0350.heights in a crustal motion area.  The height is approximate in
 DB0350.relation to other heights in its vicinity.
 DB0350
 DB0350.The geoid height was determined by GEOID03.
 DB0350
 DB0350.The dynamic height is computed by dividing the NAVD 88
 DB0350.geopotential number by the normal gravity value computed on the
 DB0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0350.degrees latitude (g = 980.6199 gals.).
 DB0350
 DB0350.The modeled gravity was interpolated from observed gravity values.
 DB0350
 DB0350;                    North         East    Units  Estimated Accuracy
 DB0350;SPC CA 6     -   570,310.    2,045,560.      MT  (+/- 180 meters Scaled)
 DB0350
 DB0350                          SUPERSEDED SURVEY CONTROL
 DB0350
 DB0350  NGVD 29 (??/??/??)  -12.028  (m)          -39.46   (f) ADJUSTED    2 1
 DB0350
 DB0350.Superseded values are not recommended for survey control.
 DB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0350.See file dsdata.txt to determine how the superseded data were derived.
 DB0350
 DB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS157297(NAD 83)
 DB0350_MARKER: Q = CHISELED SQUARE
 DB0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0350_SP_SET: CANAL
 DB0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0350
 DB0350  HISTORY     - Date     Condition        Report By
 DB0350  HISTORY     - UNK      MONUMENTED       IID
 DB0350  HISTORY     - 1969     GOOD             NGS
 DB0350  HISTORY     - 1974     GOOD             NGS
 DB0350  HISTORY     - 1977     GOOD             IID
 DB0350  HISTORY     - 1981     GOOD             IID
 DB0350
 DB0350                          STATION DESCRIPTION
 DB0350
 DB0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0350'5.6 MI NW FROM SEELEY.
 DB0350'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0350'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 0.8 MILES NORTHERLY
 DB0350'ALONG THE EAST BANK OF THE CANAL TO AN IRRIGATION SIPHON UNDER THE
 DB0350'WESTSIDE MAIN CANAL IN THE SE 1/4 OF SE 1/4 OF SECTION 6.  SECTION
 DB0350'6, T16S, R12E.  NOTE-- A CHIPPED SQUARE ON THE CENTER OF THE WALKWAY
 DB0350'AT THE INLET END OF FOXGLOVE DELIVERY 31 SIPHON UNDER THE WESTSIDE
 DB0350'MAIN CANAL.
 DB0350
 DB0350                          STATION RECOVERY (1974)
 DB0350
 DB0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0350'RECOVERED IN GOOD CONDITION.
 DB0350
 DB0350                          STATION RECOVERY (1977)
 DB0350
 DB0350'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0350'RECOVERED IN GOOD CONDITION.
 DB0350
 DB0350                          STATION RECOVERY (1981)
 DB0350
 DB0350'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0352 ***********************************************************************
 DB0352  DESIGNATION -  69 2 Q IID
 DB0352  PID         -  DB0352
 DB0352  STATE/COUNTY-  CA/IMPERIAL
 DB0352  USGS QUAD   -  PLASTER CITY (1979)
 DB0352
 DB0352                         *CURRENT SURVEY CONTROL
 DB0352  ___________________________________________________________________
 DB0352* NAD 83(1986)-  32 48 32.     (N)    115 45 07.     (W)     SCALED    
 DB0352* NAVD 88     -       -11.280  (meters)     -37.01   (feet)  READJUSTED
 DB0352  ___________________________________________________________________
 DB0352  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB0352  DYNAMIC HT  -         -11.270 (meters)     -36.98  (feet)  COMP
 DB0352  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 DB0352
 DB0352  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DB0352
 DB0352.The horizontal coordinates were scaled from a topographic map and have
 DB0352.an estimated accuracy of +/- 6 seconds.
 DB0352
 DB0352.The orthometric height was determined by differential leveling
 DB0352.and adjusted in January 1995.
 DB0352.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DB0352.distribution rate of 3.1 thru 4.0 mm/km.
 DB0352.The height was derived from older observations constrained to new
 DB0352.heights in a crustal motion area.  The height is approximate in
 DB0352.relation to other heights in its vicinity.
 DB0352
 DB0352.The geoid height was determined by GEOID03.
 DB0352
 DB0352.The dynamic height is computed by dividing the NAVD 88
 DB0352.geopotential number by the normal gravity value computed on the
 DB0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0352.degrees latitude (g = 980.6199 gals.).
 DB0352
 DB0352.The modeled gravity was interpolated from observed gravity values.
 DB0352
 DB0352;                    North         East    Units  Estimated Accuracy
 DB0352;SPC CA 6     -   571,340.    2,046,650.      MT  (+/- 180 meters Scaled)
 DB0352
 DB0352                          SUPERSEDED SURVEY CONTROL
 DB0352
 DB0352  NGVD 29 (??/??/??)  -11.976  (m)          -39.29   (f) ADJUSTED    2 0
 DB0352
 DB0352.Superseded values are not recommended for survey control.
 DB0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0352.See file dsdata.txt to determine how the superseded data were derived.
 DB0352
 DB0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS168307(NAD 83)
 DB0352_MARKER: X = CHISELED CROSS
 DB0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0352_SP_SET: CANAL
 DB0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0352
 DB0352  HISTORY     - Date     Condition        Report By
 DB0352  HISTORY     - UNK      MONUMENTED       IID
 DB0352  HISTORY     - 1969     GOOD             NGS
 DB0352  HISTORY     - 1974     GOOD             NGS
 DB0352  HISTORY     - 1977     GOOD             IID
 DB0352
 DB0352                          STATION DESCRIPTION
 DB0352
 DB0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0352'6.7 MI NW FROM SEELEY.
 DB0352'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0352'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 1.9 MILES NORTHERLY
 DB0352'ALONG THE WEST BANK OF THE WESTSIDE MAIN CANAL TO A DRAINAGE
 DB0352'SIPHON UNDER THE WESTSIDE MAIN CANAL, NEAR THE SOUTH LINE OF LOT
 DB0352'2, SECTION 5.  SECTION 5, T16S, R12E.  NOTE-- A CHIPPED CROSS ON
 DB0352'THE NORTHEAST CORNER OF THE INLET WELL BOX FOR DRAINAGE SIPHON
 DB0352'UNDER THE WESTSIDE MAIN CANAL.
 DB0352
 DB0352                          STATION RECOVERY (1974)
 DB0352
 DB0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0352'RECOVERED IN GOOD CONDITION.
 DB0352
 DB0352                          STATION RECOVERY (1977)
 DB0352
 DB0352'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0734 ***********************************************************************
 DB0734  DESIGNATION -  69 2 R IID
 DB0734  PID         -  DB0734
 DB0734  STATE/COUNTY-  CA/IMPERIAL
 DB0734  USGS QUAD   -  SEELEY (1979)
 DB0734
 DB0734                         *CURRENT SURVEY CONTROL
 DB0734  ___________________________________________________________________
 DB0734* NAD 83(1986)-  32 48 39.     (N)    115 45 00.     (W)     SCALED    
 DB0734* NAVD 88     -       -11.139  (meters)     -36.55   (feet)  READJUSTED
 DB0734  ___________________________________________________________________
 DB0734  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB0734  DYNAMIC HT  -         -11.130 (meters)     -36.52  (feet)  COMP
 DB0734  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 DB0734
 DB0734  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0734
 DB0734.The horizontal coordinates were scaled from a topographic map and have
 DB0734.an estimated accuracy of +/- 6 seconds.
 DB0734
 DB0734.The orthometric height was determined by differential leveling
 DB0734.and adjusted in January 1995.
 DB0734.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0734.distribution rate of 1.1 thru 2.0 mm/km.
 DB0734.The height was derived from older observations constrained to new
 DB0734.heights in a crustal motion area.  The height is approximate in
 DB0734.relation to other heights in its vicinity.
 DB0734
 DB0734.The geoid height was determined by GEOID03.
 DB0734
 DB0734.The dynamic height is computed by dividing the NAVD 88
 DB0734.geopotential number by the normal gravity value computed on the
 DB0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0734.degrees latitude (g = 980.6199 gals.).
 DB0734
 DB0734.The modeled gravity was interpolated from observed gravity values.
 DB0734
 DB0734;                    North         East    Units  Estimated Accuracy
 DB0734;SPC CA 6     -   571,550.    2,046,830.      MT  (+/- 180 meters Scaled)
 DB0734
 DB0734                          SUPERSEDED SURVEY CONTROL
 DB0734
 DB0734  NGVD 29 (??/??/??)  -11.862  (m)          -38.92   (f) ADJUSTED    2 1
 DB0734
 DB0734.Superseded values are not recommended for survey control.
 DB0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0734.See file dsdata.txt to determine how the superseded data were derived.
 DB0734
 DB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS170310(NAD 83)
 DB0734_MARKER: Q = CHISELED SQUARE
 DB0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0734_SP_SET: CANAL
 DB0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0734
 DB0734  HISTORY     - Date     Condition        Report By
 DB0734  HISTORY     - UNK      MONUMENTED       IID
 DB0734  HISTORY     - 1969     GOOD             NGS
 DB0734  HISTORY     - 1974     GOOD             NGS
 DB0734  HISTORY     - 1977     GOOD             IID
 DB0734  HISTORY     - 1981     GOOD             IID
 DB0734
 DB0734                          STATION DESCRIPTION
 DB0734
 DB0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0734'4.8 MI NW FROM SEELEY.
 DB0734'ABOUT 3.2 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0734'SEELEY, TO WESTMORELAND ROAD, ABOUT 1.25 MILES NORTH ALONG
 DB0734'WESTMORLAND ROAD TO DIXIE DRAIN NO. 6, ABOUT 0.35 MILES WEST ALONG
 DB0734'THE NORTH BANK OF THE DRAIN TO THE FOXGLOVE CANAL, NEAR THE CENTER
 DB0734'OF THE SOUTH LINE OF LOT 2, SECTION 5.  SECTION 5, T16S, R12E.
 DB0734'NOTE-- A CHIPPED SQUARE ON THE EAST UPSTREAM WINGWALL OF A CHECK
 DB0734'IN THE FOXGLOVE CANAL, ABOUT 150 FEET NORTH OF THE DIXIE DRAIN
 DB0734'NO. 6.
 DB0734
 DB0734                          STATION RECOVERY (1974)
 DB0734
 DB0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0734'RECOVERED IN GOOD CONDITION.
 DB0734
 DB0734                          STATION RECOVERY (1977)
 DB0734
 DB0734'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0734'RECOVERED IN GOOD CONDITION.
 DB0734
 DB0734                          STATION RECOVERY (1981)
 DB0734
 DB0734'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0354 ***********************************************************************
 DB0354  DESIGNATION -  69 2 S IID
 DB0354  PID         -  DB0354
 DB0354  STATE/COUNTY-  CA/IMPERIAL
 DB0354  USGS QUAD   -  PLASTER CITY (1979)
 DB0354
 DB0354                         *CURRENT SURVEY CONTROL
 DB0354  ___________________________________________________________________
 DB0354* NAD 83(1986)-  32 49 12.     (N)    115 45 17.     (W)     SCALED    
 DB0354* NAVD 88     -       -11.502  (meters)     -37.74   (feet)  READJUSTED
 DB0354  ___________________________________________________________________
 DB0354  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB0354  DYNAMIC HT  -         -11.490 (meters)     -37.70  (feet)  COMP
 DB0354  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DB0354
 DB0354  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0354
 DB0354.The horizontal coordinates were scaled from a topographic map and have
 DB0354.an estimated accuracy of +/- 6 seconds.
 DB0354
 DB0354.The orthometric height was determined by differential leveling
 DB0354.and adjusted in January 1995.
 DB0354.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0354.distribution rate of 2.1 thru 3.0 mm/km.
 DB0354.The height was derived from older observations constrained to new
 DB0354.heights in a crustal motion area.  The height is approximate in
 DB0354.relation to other heights in its vicinity.
 DB0354
 DB0354.The geoid height was determined by GEOID03.
 DB0354
 DB0354.The dynamic height is computed by dividing the NAVD 88
 DB0354.geopotential number by the normal gravity value computed on the
 DB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0354.degrees latitude (g = 980.6199 gals.).
 DB0354
 DB0354.The modeled gravity was interpolated from observed gravity values.
 DB0354
 DB0354;                    North         East    Units  Estimated Accuracy
 DB0354;SPC CA 6     -   572,570.    2,046,380.      MT  (+/- 180 meters Scaled)
 DB0354
 DB0354                          SUPERSEDED SURVEY CONTROL
 DB0354
 DB0354  NGVD 29 (??/??/??)  -12.195  (m)          -40.01   (f) ADJUSTED    2 0
 DB0354
 DB0354.Superseded values are not recommended for survey control.
 DB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0354.See file dsdata.txt to determine how the superseded data were derived.
 DB0354
 DB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS165320(NAD 83)
 DB0354_MARKER: Q = CHISELED SQUARE
 DB0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0354_SP_SET: CROSSWALK
 DB0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0354
 DB0354  HISTORY     - Date     Condition        Report By
 DB0354  HISTORY     - UNK      MONUMENTED       IID
 DB0354  HISTORY     - 1969     GOOD             NGS
 DB0354  HISTORY     - 1974     GOOD             NGS
 DB0354  HISTORY     - 1977     GOOD             IID
 DB0354
 DB0354                          STATION DESCRIPTION
 DB0354
 DB0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0354'7.7 MI NW FROM SEELEY.
 DB0354'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0354'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 2.9 MILES NORTHERLY ALONG
 DB0354'THE WEST BANK OF THE CANAL TO WESTSIDE MAIN DELIVERY 18-B, NEAR
 DB0354'THE CENTER OF SECTION 32.  SECTION 32, T15S, R12E.  NOTE-- A SQUARE
 DB0354'CHIPPED ON THE CENTER OF THE CROSSWALK ON WESTSIDE MAIN DELIVERY
 DB0354'18B.
 DB0354
 DB0354                          STATION RECOVERY (1974)
 DB0354
 DB0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0354'RECOVERED IN GOOD CONDITION.
 DB0354
 DB0354                          STATION RECOVERY (1977)
 DB0354
 DB0354'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0355 ***********************************************************************
 DB0355  DESIGNATION -  69 2 T IID
 DB0355  PID         -  DB0355
 DB0355  STATE/COUNTY-  CA/IMPERIAL
 DB0355  USGS QUAD   -  PLASTER CITY (1979)
 DB0355
 DB0355                         *CURRENT SURVEY CONTROL
 DB0355  ___________________________________________________________________
 DB0355* NAD 83(1986)-  32 49 12.     (N)    115 45 15.     (W)     SCALED    
 DB0355* NAVD 88     -       -11.103  (meters)     -36.43   (feet)  READJUSTED
 DB0355  ___________________________________________________________________
 DB0355  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB0355  DYNAMIC HT  -         -11.090 (meters)     -36.38  (feet)  COMP
 DB0355  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DB0355
 DB0355  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0355
 DB0355.The horizontal coordinates were scaled from a topographic map and have
 DB0355.an estimated accuracy of +/- 6 seconds.
 DB0355
 DB0355.The orthometric height was determined by differential leveling
 DB0355.and adjusted in January 1995.
 DB0355.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0355.distribution rate of 2.1 thru 3.0 mm/km.
 DB0355.The height was derived from older observations constrained to new
 DB0355.heights in a crustal motion area.  The height is approximate in
 DB0355.relation to other heights in its vicinity.
 DB0355
 DB0355.The geoid height was determined by GEOID03.
 DB0355
 DB0355.The dynamic height is computed by dividing the NAVD 88
 DB0355.geopotential number by the normal gravity value computed on the
 DB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0355.degrees latitude (g = 980.6199 gals.).
 DB0355
 DB0355.The modeled gravity was interpolated from observed gravity values.
 DB0355
 DB0355;                    North         East    Units  Estimated Accuracy
 DB0355;SPC CA 6     -   572,570.    2,046,430.      MT  (+/- 180 meters Scaled)
 DB0355
 DB0355                          SUPERSEDED SURVEY CONTROL
 DB0355
 DB0355  NGVD 29 (??/??/??)  -11.795  (m)          -38.70   (f) ADJUSTED    2 0
 DB0355
 DB0355.Superseded values are not recommended for survey control.
 DB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0355.See file dsdata.txt to determine how the superseded data were derived.
 DB0355
 DB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS166320(NAD 83)
 DB0355_MARKER: S = SPIKE
 DB0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0355_SP_SET: CANAL
 DB0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0355
 DB0355  HISTORY     - Date     Condition        Report By
 DB0355  HISTORY     - UNK      MONUMENTED       IID
 DB0355  HISTORY     - 1969     GOOD             NGS
 DB0355  HISTORY     - 1974     GOOD             NGS
 DB0355  HISTORY     - 1977     GOOD             IID
 DB0355
 DB0355                          STATION DESCRIPTION
 DB0355
 DB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0355'7.7 MI NW FROM SEELEY.
 DB0355'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY AND DREW ROAD IN
 DB0355'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 2.9 MILES NORTHERLY
 DB0355'ALONG THE EAST BANK OF THE CANAL TO A POINT EAST OF WESTSIDE MAIN
 DB0355'DELIVERY 18B, NEAR THE CENTER OF SECTION 32.  SECTION 32, T15S, R12E.
 DB0355'NOTE-- A 60 D SPIKE ON THE WEST SIDE OF POWER POLE NUMBER 23316-D
 DB0355'ON THE EAST SIDE OF THE WESTSIDE MAIN CANAL, OPPOSITE DELIVERY
 DB0355'18B.
 DB0355
 DB0355                          STATION RECOVERY (1974)
 DB0355
 DB0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0355'RECOVERED IN GOOD CONDITION.
 DB0355
 DB0355                          STATION RECOVERY (1977)
 DB0355
 DB0355'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0356 ***********************************************************************
 DB0356  DESIGNATION -  69 2 U IID
 DB0356  PID         -  DB0356
 DB0356  STATE/COUNTY-  CA/IMPERIAL
 DB0356  USGS QUAD   -  PLASTER CITY (1979)
 DB0356
 DB0356                         *CURRENT SURVEY CONTROL
 DB0356  ___________________________________________________________________
 DB0356* NAD 83(1986)-  32 50 08.     (N)    115 45 15.     (W)     SCALED    
 DB0356* NAVD 88     -       -11.886  (meters)     -39.00   (feet)  READJUSTED
 DB0356  ___________________________________________________________________
 DB0356  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB0356  DYNAMIC HT  -         -11.870 (meters)     -38.94  (feet)  COMP
 DB0356  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 DB0356
 DB0356  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0356
 DB0356.The horizontal coordinates were scaled from a topographic map and have
 DB0356.an estimated accuracy of +/- 6 seconds.
 DB0356
 DB0356.The orthometric height was determined by differential leveling
 DB0356.and adjusted in January 1995.
 DB0356.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0356.distribution rate of 2.1 thru 3.0 mm/km.
 DB0356.The height was derived from older observations constrained to new
 DB0356.heights in a crustal motion area.  The height is approximate in
 DB0356.relation to other heights in its vicinity.
 DB0356
 DB0356.The geoid height was determined by GEOID03.
 DB0356
 DB0356.The dynamic height is computed by dividing the NAVD 88
 DB0356.geopotential number by the normal gravity value computed on the
 DB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0356.degrees latitude (g = 980.6199 gals.).
 DB0356
 DB0356.The modeled gravity was interpolated from observed gravity values.
 DB0356
 DB0356;                    North         East    Units  Estimated Accuracy
 DB0356;SPC CA 6     -   574,290.    2,046,420.      MT  (+/- 180 meters Scaled)
 DB0356
 DB0356                          SUPERSEDED SURVEY CONTROL
 DB0356
 DB0356  NGVD 29 (??/??/??)  -12.573  (m)          -41.25   (f) ADJUSTED    2 0
 DB0356
 DB0356.Superseded values are not recommended for survey control.
 DB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0356.See file dsdata.txt to determine how the superseded data were derived.
 DB0356
 DB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS166337(NAD 83)
 DB0356_MARKER: X = CHISELED CROSS
 DB0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0356_SP_SET: CANAL
 DB0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0356
 DB0356  HISTORY     - Date     Condition        Report By
 DB0356  HISTORY     - UNK      MONUMENTED       CGS
 DB0356  HISTORY     - 1969     GOOD             NGS
 DB0356  HISTORY     - 1974     GOOD             NGS
 DB0356  HISTORY     - 1977     GOOD             IID
 DB0356
 DB0356                          STATION DESCRIPTION
 DB0356
 DB0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0356'8.7 MI NW FROM SEELEY.
 DB0356'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0356'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 3.9 MILES NORTHERLY
 DB0356'ALONG THE WEST BANK OF THE CANAL TO WESTSIDE MAIN DELIVERY 20,
 DB0356'NEAR THE CENTER OF SECTION 29.  SECTION 29, T15S, R12E.  NOTE-- A
 DB0356'CHIPPED CROSS ON THE NORTH UPSTREAM WINGWALL OF WESTSIDE MAIN
 DB0356'DELIVERY 20.
 DB0356
 DB0356                          STATION RECOVERY (1974)
 DB0356
 DB0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0356'RECOVERED IN GOOD CONDITION.
 DB0356
 DB0356                          STATION RECOVERY (1977)
 DB0356
 DB0356'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0357 ***********************************************************************
 DB0357  DESIGNATION -  69 2 V IID
 DB0357  PID         -  DB0357
 DB0357  STATE/COUNTY-  CA/IMPERIAL
 DB0357  USGS QUAD   -  PLASTER CITY (1979)
 DB0357
 DB0357                         *CURRENT SURVEY CONTROL
 DB0357  ___________________________________________________________________
 DB0357* NAD 83(1986)-  32 50 09.     (N)    115 45 05.     (W)     SCALED    
 DB0357* NAVD 88     -       -11.955  (meters)     -39.22   (feet)  READJUSTED
 DB0357  ___________________________________________________________________
 DB0357  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DB0357  DYNAMIC HT  -         -11.940 (meters)     -39.17  (feet)  COMP
 DB0357  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 DB0357
 DB0357  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0357
 DB0357.The horizontal coordinates were scaled from a topographic map and have
 DB0357.an estimated accuracy of +/- 6 seconds.
 DB0357
 DB0357.The orthometric height was determined by differential leveling
 DB0357.and adjusted in January 1995.
 DB0357.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0357.distribution rate of 1.1 thru 2.0 mm/km.
 DB0357.The height was derived from older observations constrained to new
 DB0357.heights in a crustal motion area.  The height is approximate in
 DB0357.relation to other heights in its vicinity.
 DB0357
 DB0357.The geoid height was determined by GEOID03.
 DB0357
 DB0357.The dynamic height is computed by dividing the NAVD 88
 DB0357.geopotential number by the normal gravity value computed on the
 DB0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0357.degrees latitude (g = 980.6199 gals.).
 DB0357
 DB0357.The modeled gravity was interpolated from observed gravity values.
 DB0357
 DB0357;                    North         East    Units  Estimated Accuracy
 DB0357;SPC CA 6     -   574,320.    2,046,680.      MT  (+/- 180 meters Scaled)
 DB0357
 DB0357                          SUPERSEDED SURVEY CONTROL
 DB0357
 DB0357  NGVD 29 (??/??/??)  -12.648  (m)          -41.50   (f) ADJUSTED    2 0
 DB0357
 DB0357.Superseded values are not recommended for survey control.
 DB0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0357.See file dsdata.txt to determine how the superseded data were derived.
 DB0357
 DB0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS168337(NAD 83)
 DB0357_MARKER: Q = CHISELED SQUARE
 DB0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0357_SP_SET: CANAL
 DB0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0357
 DB0357  HISTORY     - Date     Condition        Report By
 DB0357  HISTORY     - UNK      MONUMENTED       IID
 DB0357  HISTORY     - 1969     GOOD             NGS
 DB0357  HISTORY     - 1974     GOOD             NGS
 DB0357  HISTORY     - 1977     GOOD             IID
 DB0357
 DB0357                          STATION DESCRIPTION
 DB0357
 DB0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0357'8.8 MI NW FROM SEELEY.
 DB0357'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0357'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 4.0 MILES NORTHERLY
 DB0357'ALONG THE EAST BANK OF THE CANAL TO DELIVERY 21, NEAR THE CENTER
 DB0357'OF SECTION 29.  SECTION 29, T15S, R12E.  NOTE-- A SQUARE CHIPPED
 DB0357'ON THE SOUTH UPSTREAM WINGWALL OF WESTSIDE MAIN DELIVERY 21.
 DB0357
 DB0357                          STATION RECOVERY (1974)
 DB0357
 DB0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0357'RECOVERED IN GOOD CONDITION.
 DB0357
 DB0357                          STATION RECOVERY (1977)
 DB0357
 DB0357'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0733 ***********************************************************************
 DB0733  DESIGNATION -  69 2 W IID
 DB0733  PID         -  DB0733
 DB0733  STATE/COUNTY-  CA/IMPERIAL
 DB0733  USGS QUAD   -  SEELEY (1979)
 DB0733
 DB0733                         *CURRENT SURVEY CONTROL
 DB0733  ___________________________________________________________________
 DB0733* NAD 83(1986)-  32 50 14.     (N)    115 45 01.     (W)     SCALED    
 DB0733* NAVD 88     -       -12.086  (meters)     -39.65   (feet)  READJUSTED
 DB0733  ___________________________________________________________________
 DB0733  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DB0733  DYNAMIC HT  -         -12.070 (meters)     -39.60  (feet)  COMP
 DB0733  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DB0733
 DB0733  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0733
 DB0733.The horizontal coordinates were scaled from a topographic map and have
 DB0733.an estimated accuracy of +/- 6 seconds.
 DB0733
 DB0733.The orthometric height was determined by differential leveling
 DB0733.and adjusted in January 1995.
 DB0733.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0733.distribution rate of 1.1 thru 2.0 mm/km.
 DB0733.The height was derived from older observations constrained to new
 DB0733.heights in a crustal motion area.  The height is approximate in
 DB0733.relation to other heights in its vicinity.
 DB0733
 DB0733.The geoid height was determined by GEOID03.
 DB0733
 DB0733.The dynamic height is computed by dividing the NAVD 88
 DB0733.geopotential number by the normal gravity value computed on the
 DB0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0733.degrees latitude (g = 980.6199 gals.).
 DB0733
 DB0733.The modeled gravity was interpolated from observed gravity values.
 DB0733
 DB0733;                    North         East    Units  Estimated Accuracy
 DB0733;SPC CA 6     -   574,480.    2,046,790.      MT  (+/- 180 meters Scaled)
 DB0733
 DB0733                          SUPERSEDED SURVEY CONTROL
 DB0733
 DB0733  NGVD 29 (??/??/??)  -12.799  (m)          -41.99   (f) ADJUSTED    2 1
 DB0733
 DB0733.Superseded values are not recommended for survey control.
 DB0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0733.See file dsdata.txt to determine how the superseded data were derived.
 DB0733
 DB0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS169339(NAD 83)
 DB0733_MARKER: Q = CHISELED SQUARE
 DB0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0733_SP_SET: CANAL
 DB0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0733
 DB0733  HISTORY     - Date     Condition        Report By
 DB0733  HISTORY     - UNK      MONUMENTED       IID
 DB0733  HISTORY     - 1969     GOOD             NGS
 DB0733  HISTORY     - 1974     GOOD             NGS
 DB0733  HISTORY     - 1977     GOOD             IID
 DB0733  HISTORY     - 1981     GOOD             IID
 DB0733
 DB0733                          STATION DESCRIPTION
 DB0733
 DB0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0733'9 MI NW FROM SEELEY.
 DB0733'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0733'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 4.2 MILES NORTHERLY
 DB0733'ALONG THE EAST BANK OF THE CANAL TO DELIVERY 22, IN LOT 2,
 DB0733'SECTION 29.  SECTION 29, T15S, R12E.  NOTE-- A SQUARE CHIPPED ON
 DB0733'THE SOUTHWEST UPSTREAM WINGWALL OF WESTSIDE MAIN CANAL DELIVERY
 DB0733'22.
 DB0733
 DB0733                          STATION RECOVERY (1974)
 DB0733
 DB0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0733'RECOVERED IN GOOD CONDITION.
 DB0733
 DB0733                          STATION RECOVERY (1977)
 DB0733
 DB0733'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0733'RECOVERED IN GOOD CONDITION.
 DB0733
 DB0733                          STATION RECOVERY (1981)
 DB0733
 DB0733'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0730 ***********************************************************************
 DB0730  DESIGNATION -  69 2 Y IID
 DB0730  PID         -  DB0730
 DB0730  STATE/COUNTY-  CA/IMPERIAL
 DB0730  USGS QUAD   -  SEELEY (1979)
 DB0730
 DB0730                         *CURRENT SURVEY CONTROL
 DB0730  ___________________________________________________________________
 DB0730* NAD 83(1986)-  32 51 24.     (N)    115 43 06.     (W)     SCALED    
 DB0730* NAVD 88     -       -13.790  (meters)     -45.24   (feet)  READJUSTED
 DB0730  ___________________________________________________________________
 DB0730  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DB0730  DYNAMIC HT  -         -13.770 (meters)     -45.18  (feet)  COMP
 DB0730  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DB0730
 DB0730  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0730
 DB0730.The horizontal coordinates were scaled from a topographic map and have
 DB0730.an estimated accuracy of +/- 6 seconds.
 DB0730
 DB0730.The orthometric height was determined by differential leveling
 DB0730.and adjusted in January 1995.
 DB0730.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0730.distribution rate of 1.1 thru 2.0 mm/km.
 DB0730.The height was derived from older observations constrained to new
 DB0730.heights in a crustal motion area.  The height is approximate in
 DB0730.relation to other heights in its vicinity.
 DB0730
 DB0730.The geoid height was determined by GEOID03.
 DB0730
 DB0730.The dynamic height is computed by dividing the NAVD 88
 DB0730.geopotential number by the normal gravity value computed on the
 DB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0730.degrees latitude (g = 980.6199 gals.).
 DB0730
 DB0730.The modeled gravity was interpolated from observed gravity values.
 DB0730
 DB0730;                    North         East    Units  Estimated Accuracy
 DB0730;SPC CA 6     -   576,650.    2,049,770.      MT  (+/- 180 meters Scaled)
 DB0730
 DB0730                          SUPERSEDED SURVEY CONTROL
 DB0730
 DB0730  NGVD 29 (??/??/??)  -14.493  (m)          -47.55   (f) ADJUSTED    2 1
 DB0730
 DB0730.Superseded values are not recommended for survey control.
 DB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0730.See file dsdata.txt to determine how the superseded data were derived.
 DB0730
 DB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS199361(NAD 83)
 DB0730_MARKER: Q = CHISELED SQUARE
 DB0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0730_SP_SET: HEADGATE
 DB0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0730
 DB0730  HISTORY     - Date     Condition        Report By
 DB0730  HISTORY     - UNK      MONUMENTED       IID
 DB0730  HISTORY     - 1969     GOOD             NGS
 DB0730  HISTORY     - 1974     GOOD             NGS
 DB0730  HISTORY     - 1977     GOOD             IID
 DB0730  HISTORY     - 1981     GOOD             IID
 DB0730
 DB0730                          STATION DESCRIPTION
 DB0730
 DB0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0730'9.4 MI W FROM IMPERIAL.
 DB0730'ABOUT 9.0 MILES WEST ALONG WORTHINGTON ROAD FROM HIGHWAY 86 IN
 DB0730'IMPERIAL, TO HUFF ROAD, ABOUT 0.4 MILES NORTH ALONG HUFF ROAD TO
 DB0730'FLAX LATERAL 3 HEADGATE ON THE EAST SIDE OF THE ROAD, NEAR THE
 DB0730'NORTH 1/4 CORNER OF SECTION 22.  SECTION 22, T15S, R12E.  NOTE-- A
 DB0730'SQUARE CHIPPED ON THE NORTH UPSTREAM WINGWALL OF FLAX LATERAL 3
 DB0730'HEADGATE.
 DB0730
 DB0730                          STATION RECOVERY (1974)
 DB0730
 DB0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0730'RECOVERED IN GOOD CONDITION.
 DB0730
 DB0730                          STATION RECOVERY (1977)
 DB0730
 DB0730'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0730'RECOVERED IN GOOD CONDITION.
 DB0730
 DB0730                          STATION RECOVERY (1981)
 DB0730
 DB0730'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0729 ***********************************************************************
 DB0729  DESIGNATION -  69 2 Z IID
 DB0729  PID         -  DB0729
 DB0729  STATE/COUNTY-  CA/IMPERIAL
 DB0729  USGS QUAD   -  SEELEY (1979)
 DB0729
 DB0729                         *CURRENT SURVEY CONTROL
 DB0729  ___________________________________________________________________
 DB0729* NAD 83(1986)-  32 51 38.     (N)    115 42 35.     (W)     SCALED    
 DB0729* NAVD 88     -       -14.294  (meters)     -46.90   (feet)  READJUSTED
 DB0729  ___________________________________________________________________
 DB0729  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DB0729  DYNAMIC HT  -         -14.280 (meters)     -46.85  (feet)  COMP
 DB0729  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DB0729
 DB0729  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DB0729
 DB0729.The horizontal coordinates were scaled from a topographic map and have
 DB0729.an estimated accuracy of +/- 6 seconds.
 DB0729
 DB0729.The orthometric height was determined by differential leveling
 DB0729.and adjusted in January 1995.
 DB0729.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DB0729.distribution rate of 3.1 thru 4.0 mm/km.
 DB0729.The height was derived from older observations constrained to new
 DB0729.heights in a crustal motion area.  The height is approximate in
 DB0729.relation to other heights in its vicinity.
 DB0729
 DB0729.The geoid height was determined by GEOID03.
 DB0729
 DB0729.The dynamic height is computed by dividing the NAVD 88
 DB0729.geopotential number by the normal gravity value computed on the
 DB0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0729.degrees latitude (g = 980.6199 gals.).
 DB0729
 DB0729.The modeled gravity was interpolated from observed gravity values.
 DB0729
 DB0729;                    North         East    Units  Estimated Accuracy
 DB0729;SPC CA 6     -   577,090.    2,050,570.      MT  (+/- 180 meters Scaled)
 DB0729
 DB0729                          SUPERSEDED SURVEY CONTROL
 DB0729
 DB0729  NGVD 29 (??/??/??)  -14.978  (m)          -49.14   (f) ADJUSTED    2 0
 DB0729
 DB0729.Superseded values are not recommended for survey control.
 DB0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0729.See file dsdata.txt to determine how the superseded data were derived.
 DB0729
 DB0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS207365(NAD 83)
 DB0729_MARKER: X = CHISELED CROSS
 DB0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0729_SP_SET: CANAL
 DB0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0729
 DB0729  HISTORY     - Date     Condition        Report By
 DB0729  HISTORY     - UNK      MONUMENTED       IID
 DB0729  HISTORY     - 1969     GOOD             NGS
 DB0729  HISTORY     - 1974     GOOD             NGS
 DB0729  HISTORY     - 1977     GOOD             IID
 DB0729
 DB0729                          STATION DESCRIPTION
 DB0729
 DB0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0729'9.2 MI NW FROM IMPERIAL.
 DB0729'ABOUT 7.7 MILES WEST ALONG WORTHINGTON ROAD, FROM HIGHWAY 86 IN
 DB0729'IMPERIAL, TO ERSKINE ROAD, ABOUT 0.8 MILES NORTH ALONG ERSKINE
 DB0729'ROAD TO PAYNE ROAD, ABOUT 0.7 MILE WEST ALONG PAYNE ROAD TO
 DB0729'FILLAREE LATERAL 1, DELIVERY 10F ON THE NORTH SIDE OF THE ROAD,
 DB0729'NEAR THE SOUTHWEST CORNER OF LOT 4, SECTION 14.  SECTION 14,
 DB0729'T15S, R12E.  NOTE-- A CROSS CHIPPED ON THE SOUTH UPSTREAM WINGWALL
 DB0729'OF FILLAREE LATERAL 1, DELIVERY 10F.
 DB0729
 DB0729                          STATION RECOVERY (1974)
 DB0729
 DB0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0729'RECOVERED IN GOOD CONDITION.
 DB0729
 DB0729                          STATION RECOVERY (1977)
 DB0729
 DB0729'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0728 ***********************************************************************
 DB0728  DESIGNATION -  69 3 A IID
 DB0728  PID         -  DB0728
 DB0728  STATE/COUNTY-  CA/IMPERIAL
 DB0728  USGS QUAD   -  SEELEY (1979)
 DB0728
 DB0728                         *CURRENT SURVEY CONTROL
 DB0728  ___________________________________________________________________
 DB0728* NAD 83(1986)-  32 51 37.     (N)    115 41 50.     (W)     SCALED    
 DB0728* NAVD 88     -       -14.877  (meters)     -48.81   (feet)  READJUSTED
 DB0728  ___________________________________________________________________
 DB0728  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DB0728  DYNAMIC HT  -         -14.860 (meters)     -48.75  (feet)  COMP
 DB0728  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DB0728
 DB0728  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0728
 DB0728.The horizontal coordinates were scaled from a topographic map and have
 DB0728.an estimated accuracy of +/- 6 seconds.
 DB0728
 DB0728.The orthometric height was determined by differential leveling
 DB0728.and adjusted in January 1995.
 DB0728.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0728.distribution rate of 1.1 thru 2.0 mm/km.
 DB0728.The height was derived from older observations constrained to new
 DB0728.heights in a crustal motion area.  The height is approximate in
 DB0728.relation to other heights in its vicinity.
 DB0728
 DB0728.The geoid height was determined by GEOID03.
 DB0728
 DB0728.The dynamic height is computed by dividing the NAVD 88
 DB0728.geopotential number by the normal gravity value computed on the
 DB0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0728.degrees latitude (g = 980.6199 gals.).
 DB0728
 DB0728.The modeled gravity was interpolated from observed gravity values.
 DB0728
 DB0728;                    North         East    Units  Estimated Accuracy
 DB0728;SPC CA 6     -   577,060.    2,051,740.      MT  (+/- 180 meters Scaled)
 DB0728
 DB0728                          SUPERSEDED SURVEY CONTROL
 DB0728
 DB0728  NGVD 29 (??/??/??)  -15.576  (m)          -51.10   (f) ADJUSTED    2 1
 DB0728
 DB0728.Superseded values are not recommended for survey control.
 DB0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0728.See file dsdata.txt to determine how the superseded data were derived.
 DB0728
 DB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS218365(NAD 83)
 DB0728_MARKER: S = SPIKE
 DB0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0728_SP_SET: POWER POLE
 DB0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0728
 DB0728  HISTORY     - Date     Condition        Report By
 DB0728  HISTORY     - UNK      MONUMENTED       IID
 DB0728  HISTORY     - 1969     GOOD             NGS
 DB0728  HISTORY     - 1974     GOOD             NGS
 DB0728  HISTORY     - 1977     GOOD             IID
 DB0728  HISTORY     - 1981     GOOD             IID
 DB0728
 DB0728                          STATION DESCRIPTION
 DB0728
 DB0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0728'8.5 MI NW FROM IMPERIAL.
 DB0728'ABOUT 7.7 MILES WEST ALONG WORTHINGTON ROAD, FROM HIGHWAY 86 IN
 DB0728'IMPERIAL, TO ERSKINE ROAD, ABOUT 0.8 MILE NORTH ALONG ERSKINE ROAD
 DB0728'TO PAYNE ROAD AND THE MARK, NEAR THE SE CORNER OF LOT 2, SECTION
 DB0728'14.  SECTION 14, T15S, R12E.  NOTE-- AN 80 D SPIKE SET ON THE
 DB0728'SOUTH SIDE OF POWER POLE NUMBER 20549 AT THE NW CORNER OF INTERSECTION
 DB0728'OF ERSKINE AND PAYNE ROADS (NOTE-- SPIKE IS BENT).
 DB0728
 DB0728                          STATION RECOVERY (1974)
 DB0728
 DB0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0728'RECOVERED IN GOOD CONDITION.
 DB0728
 DB0728                          STATION RECOVERY (1977)
 DB0728
 DB0728'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0728'RECOVERED IN GOOD CONDITION.
 DB0728
 DB0728                          STATION RECOVERY (1981)
 DB0728
 DB0728'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0727 ***********************************************************************
 DB0727  DESIGNATION -  69 3 B IID
 DB0727  PID         -  DB0727
 DB0727  STATE/COUNTY-  CA/IMPERIAL
 DB0727  USGS QUAD   -  SEELEY (1979)
 DB0727
 DB0727                         *CURRENT SURVEY CONTROL
 DB0727  ___________________________________________________________________
 DB0727* NAD 83(1986)-  32 51 47.     (N)    115 41 23.     (W)     SCALED    
 DB0727* NAVD 88     -       -15.100  (meters)     -49.54   (feet)  READJUSTED
 DB0727  ___________________________________________________________________
 DB0727  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DB0727  DYNAMIC HT  -         -15.080 (meters)     -49.48  (feet)  COMP
 DB0727  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DB0727
 DB0727  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0727
 DB0727.The horizontal coordinates were scaled from a topographic map and have
 DB0727.an estimated accuracy of +/- 6 seconds.
 DB0727
 DB0727.The orthometric height was determined by differential leveling
 DB0727.and adjusted in January 1995.
 DB0727.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0727.distribution rate of 1.1 thru 2.0 mm/km.
 DB0727.The height was derived from older observations constrained to new
 DB0727.heights in a crustal motion area.  The height is approximate in
 DB0727.relation to other heights in its vicinity.
 DB0727
 DB0727.The geoid height was determined by GEOID03.
 DB0727
 DB0727.The dynamic height is computed by dividing the NAVD 88
 DB0727.geopotential number by the normal gravity value computed on the
 DB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0727.degrees latitude (g = 980.6199 gals.).
 DB0727
 DB0727.The modeled gravity was interpolated from observed gravity values.
 DB0727
 DB0727;                    North         East    Units  Estimated Accuracy
 DB0727;SPC CA 6     -   577,370.    2,052,440.      MT  (+/- 180 meters Scaled)
 DB0727
 DB0727                          SUPERSEDED SURVEY CONTROL
 DB0727
 DB0727  NGVD 29 (??/??/??)  -15.797  (m)          -51.83   (f) ADJUSTED    2 1
 DB0727
 DB0727.Superseded values are not recommended for survey control.
 DB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0727.See file dsdata.txt to determine how the superseded data were derived.
 DB0727
 DB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS225368(NAD 83)
 DB0727_MARKER: Q = CHISELED SQUARE
 DB0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0727_SP_SET: CANAL
 DB0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0727
 DB0727  HISTORY     - Date     Condition        Report By
 DB0727  HISTORY     - UNK      MONUMENTED       IID
 DB0727  HISTORY     - 1969     GOOD             NGS
 DB0727  HISTORY     - 1974     GOOD             NGS
 DB0727  HISTORY     - 1977     GOOD             IID
 DB0727  HISTORY     - 1981     GOOD             IID
 DB0727
 DB0727                          STATION DESCRIPTION
 DB0727
 DB0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0727'8.8 MI NW FROM IMPERIAL.
 DB0727'ABOUT 7.7 MILES WEST ALONG WORTHINGTON ROAD, FROM HIGHWAY 86 IN
 DB0727'IMPERIAL, TO ERSKINE ROAD AT THE FLAX CANAL, ABOUT 1.1 MILES
 DB0727'NORTHEAST ALONG THE EAST BANK OF THE FLAX CANAL TO A CHECK IN THE
 DB0727'FLAX CANAL ABOUT 0.1 MILE NORTHEAST OF DELIVERY 24, NEAR THE
 DB0727'SOUTHEAST CORNER OF LOT 5, SECTION 13.  SECTION 13, T15S, R12E.
 DB0727'NOTE-- A SQUARE CHIPPED ON THE WEST UPSTREAM WINGWALL OF CHECK IN
 DB0727'FLAX CANAL, 400 FT PLUS OR MINUS NE OF DELIVERY 24.
 DB0727
 DB0727                          STATION RECOVERY (1974)
 DB0727
 DB0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0727'RECOVERED IN GOOD CONDITION.
 DB0727
 DB0727                          STATION RECOVERY (1977)
 DB0727
 DB0727'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0727'RECOVERED IN GOOD CONDITION.
 DB0727
 DB0727                          STATION RECOVERY (1981)
 DB0727
 DB0727'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0726 ***********************************************************************
 DB0726  DESIGNATION -  69 3 C IID
 DB0726  PID         -  DB0726
 DB0726  STATE/COUNTY-  CA/IMPERIAL
 DB0726  USGS QUAD   -  SEELEY (1979)
 DB0726
 DB0726                         *CURRENT SURVEY CONTROL
 DB0726  ___________________________________________________________________
 DB0726* NAD 83(1986)-  32 51 55.     (N)    115 41 15.     (W)     SCALED    
 DB0726* NAVD 88     -       -15.314  (meters)     -50.24   (feet)  READJUSTED
 DB0726  ___________________________________________________________________
 DB0726  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DB0726  DYNAMIC HT  -         -15.300 (meters)     -50.20  (feet)  COMP
 DB0726  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 DB0726
 DB0726  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0726
 DB0726.The horizontal coordinates were scaled from a topographic map and have
 DB0726.an estimated accuracy of +/- 6 seconds.
 DB0726
 DB0726.The orthometric height was determined by differential leveling
 DB0726.and adjusted in January 1995.
 DB0726.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0726.distribution rate of 1.1 thru 2.0 mm/km.
 DB0726.The height was derived from older observations constrained to new
 DB0726.heights in a crustal motion area.  The height is approximate in
 DB0726.relation to other heights in its vicinity.
 DB0726
 DB0726.The geoid height was determined by GEOID03.
 DB0726
 DB0726.The dynamic height is computed by dividing the NAVD 88
 DB0726.geopotential number by the normal gravity value computed on the
 DB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0726.degrees latitude (g = 980.6199 gals.).
 DB0726
 DB0726.The modeled gravity was interpolated from observed gravity values.
 DB0726
 DB0726;                    North         East    Units  Estimated Accuracy
 DB0726;SPC CA 6     -   577,620.    2,052,650.      MT  (+/- 180 meters Scaled)
 DB0726
 DB0726                          SUPERSEDED SURVEY CONTROL
 DB0726
 DB0726  NGVD 29 (??/??/??)  -15.989  (m)          -52.46   (f) ADJUSTED    2 0
 DB0726
 DB0726.Superseded values are not recommended for survey control.
 DB0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0726.See file dsdata.txt to determine how the superseded data were derived.
 DB0726
 DB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS227371(NAD 83)
 DB0726_MARKER: X = CHISELED CROSS
 DB0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0726_SP_SET: CANAL GATE
 DB0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0726
 DB0726  HISTORY     - Date     Condition        Report By
 DB0726  HISTORY     - UNK      MONUMENTED       IID
 DB0726  HISTORY     - 1969     GOOD             NGS
 DB0726  HISTORY     - 1974     GOOD             NGS
 DB0726  HISTORY     - 1977     GOOD             IID
 DB0726
 DB0726                          STATION DESCRIPTION
 DB0726
 DB0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0726'9 MI NW FROM IMPERIAL.
 DB0726'ABOUT 7.7 MILES WEST ALONG WORTHINGTON ROAD, FROM HIGHWAY 86 IN
 DB0726'IMPERIAL, TO ERSKINE ROAD AT THE FLAX CANAL, ABOUT 1.3 MILES
 DB0726'NORTHEAST ALONG THE EAST BANK OF THE FLAX CANAL TO CHECK IN FLAX
 DB0726'CANAL AT DELIVERY 26, NEAR THE NORTH LINE OF LOT 6, SECTION 13.
 DB0726'SECTION 13, T15S, R12E.  NOTE-- A CROSS CHIPPED ON THE WEST
 DB0726'UPSTREAM WINGWALL OF CHECK AND SPILL GATE IN FLAX CANAL AT
 DB0726'DELIVERY 26.
 DB0726
 DB0726                          STATION RECOVERY (1974)
 DB0726
 DB0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0726'RECOVERED IN GOOD CONDITION.
 DB0726
 DB0726                          STATION RECOVERY (1977)
 DB0726
 DB0726'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0723 ***********************************************************************
 DB0723  DESIGNATION -  69 3 D IID
 DB0723  PID         -  DB0723
 DB0723  STATE/COUNTY-  CA/IMPERIAL
 DB0723  USGS QUAD   -  SEELEY (1979)
 DB0723
 DB0723                         *CURRENT SURVEY CONTROL
 DB0723  ___________________________________________________________________
 DB0723* NAD 83(1986)-  32 52 14.     (N)    115 40 54.     (W)     SCALED    
 DB0723* NAVD 88     -       -17.797  (meters)     -58.39   (feet)  READJUSTED
 DB0723  ___________________________________________________________________
 DB0723  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DB0723  DYNAMIC HT  -         -17.780 (meters)     -58.33  (feet)  COMP
 DB0723  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DB0723
 DB0723  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0723
 DB0723.The horizontal coordinates were scaled from a topographic map and have
 DB0723.an estimated accuracy of +/- 6 seconds.
 DB0723
 DB0723.The orthometric height was determined by differential leveling
 DB0723.and adjusted in January 1995.
 DB0723.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0723.distribution rate of 1.1 thru 2.0 mm/km.
 DB0723.The height was derived from older observations constrained to new
 DB0723.heights in a crustal motion area.  The height is approximate in
 DB0723.relation to other heights in its vicinity.
 DB0723
 DB0723.The geoid height was determined by GEOID03.
 DB0723
 DB0723.The dynamic height is computed by dividing the NAVD 88
 DB0723.geopotential number by the normal gravity value computed on the
 DB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0723.degrees latitude (g = 980.6199 gals.).
 DB0723
 DB0723.The modeled gravity was interpolated from observed gravity values.
 DB0723
 DB0723;                    North         East    Units  Estimated Accuracy
 DB0723;SPC CA 6     -   578,210.    2,053,190.      MT  (+/- 180 meters Scaled)
 DB0723
 DB0723                          SUPERSEDED SURVEY CONTROL
 DB0723
 DB0723  NGVD 29 (??/??/??)  -18.489  (m)          -60.66   (f) ADJUSTED    2 1
 DB0723
 DB0723.Superseded values are not recommended for survey control.
 DB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0723.See file dsdata.txt to determine how the superseded data were derived.
 DB0723
 DB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS233377(NAD 83)
 DB0723_MARKER: Q = CHISELED SQUARE
 DB0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0723_SP_SET: CANAL
 DB0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0723
 DB0723  HISTORY     - Date     Condition        Report By
 DB0723  HISTORY     - UNK      MONUMENTED       IID
 DB0723  HISTORY     - 1969     GOOD             NGS
 DB0723  HISTORY     - 1974     GOOD             NGS
 DB0723  HISTORY     - 1977     GOOD             IID
 DB0723  HISTORY     - 1981     GOOD             IID
 DB0723
 DB0723                          STATION DESCRIPTION
 DB0723
 DB0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0723'9.6 MI NW FROM IMPERIAL.
 DB0723'ABOUT 3.0 MILES WEST ALONG WORTHINGTON ROAD (8TH STREET IN
 DB0723'IMPERIAL), FROM HIGHWAY 86 IN IMPERIAL, TO FORRESTER ROAD, ABOUT
 DB0723'2.3 MILES NORTH ALONG FORRESTER ROAD TO THOMPSON ROAD AND ALONG
 DB0723'SOUTH SIDE OF WESTSIDE MAIN CANAL TO JUNCTION OF THE FILLAREE
 DB0723'DRAIN AND FLAX CANAL SPILL, IN LOT 2, SECTION 13.  SECTION 13,
 DB0723'T15S, R12E.  NOTE-- A SQUARE CHIPPED ON THE NORTHEAST SIDEWALL OF
 DB0723'THE OUTLET HEADWALL OF FILLAREE DRAIN SIPHON UNDER THE WESTSIDE
 DB0723'MAIN CANAL AND THOMPSON ROAD.
 DB0723
 DB0723                          STATION RECOVERY (1974)
 DB0723
 DB0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0723'RECOVERED IN GOOD CONDITION.
 DB0723
 DB0723                          STATION RECOVERY (1977)
 DB0723
 DB0723'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0723'RECOVERED IN GOOD CONDITION.
 DB0723
 DB0723                          STATION RECOVERY (1981)
 DB0723
 DB0723'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0980 ***********************************************************************
 DB0980  DESIGNATION -  69 3 E IID
 DB0980  PID         -  DB0980
 DB0980  STATE/COUNTY-  CA/IMPERIAL
 DB0980  USGS QUAD   -  BRAWLEY NW (1979)
 DB0980
 DB0980                         *CURRENT SURVEY CONTROL
 DB0980  ___________________________________________________________________
 DB0980* NAD 83(1986)-  32 52 39.     (N)    115 40 29.     (W)     SCALED    
 DB0980* NAVD 88     -       -15.551  (meters)     -51.02   (feet)  READJUSTED
 DB0980  ___________________________________________________________________
 DB0980  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0980  DYNAMIC HT  -         -15.530 (meters)     -50.95  (feet)  COMP
 DB0980  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 DB0980
 DB0980  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0980
 DB0980.The horizontal coordinates were scaled from a topographic map and have
 DB0980.an estimated accuracy of +/- 6 seconds.
 DB0980
 DB0980.The orthometric height was determined by differential leveling
 DB0980.and adjusted in January 1995.
 DB0980.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0980.distribution rate of 2.1 thru 3.0 mm/km.
 DB0980.The height was derived from older observations constrained to new
 DB0980.heights in a crustal motion area.  The height is approximate in
 DB0980.relation to other heights in its vicinity.
 DB0980
 DB0980.The geoid height was determined by GEOID03.
 DB0980
 DB0980.The dynamic height is computed by dividing the NAVD 88
 DB0980.geopotential number by the normal gravity value computed on the
 DB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0980.degrees latitude (g = 980.6199 gals.).
 DB0980
 DB0980.The modeled gravity was interpolated from observed gravity values.
 DB0980
 DB0980;                    North         East    Units  Estimated Accuracy
 DB0980;SPC CA 6     -   578,980.    2,053,840.      MT  (+/- 180 meters Scaled)
 DB0980
 DB0980                          SUPERSEDED SURVEY CONTROL
 DB0980
 DB0980  NGVD 29 (??/??/??)  -16.225  (m)          -53.23   (f) ADJUSTED    2 0
 DB0980
 DB0980.Superseded values are not recommended for survey control.
 DB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0980.See file dsdata.txt to determine how the superseded data were derived.
 DB0980
 DB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS239384(NAD 83)
 DB0980_MARKER: Q = CHISELED SQUARE
 DB0980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0980_SP_SET: CANAL
 DB0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0980
 DB0980  HISTORY     - Date     Condition        Report By
 DB0980  HISTORY     - UNK      MONUMENTED       IID
 DB0980  HISTORY     - 1969     GOOD             NGS
 DB0980  HISTORY     - 1974     GOOD             NGS
 DB0980  HISTORY     - 1977     GOOD             IID
 DB0980
 DB0980                          STATION DESCRIPTION
 DB0980
 DB0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0980'9 MI NW FROM IMPERIAL.
 DB0980'ABOUT 3.0 MILES WEST ALONG WORTHINGTON ROAD (8TH STREET IN IMPERIAL),
 DB0980'FROM HIGHWAY 86 IN IMPERIAL, TO FORRESTER ROAD, ABOUT 2.3 MILES
 DB0980'NORTH ALONG FORRESTER ROAD TO THOMPSON ROAD, ABOUT 3.7 MILES
 DB0980'WESTERLY ALONG THOMPSON ROAD, AND THE SOUTH SIDE OF THE WESTSIDE
 DB0980'MAIN CANAL TO DELIVERY 24, NEAR THE CENTER OF THE WEST LINE OF
 DB0980'LOT 12, SECTION 6.  SECTION 6, T15S, R13E.  NOTE-- A SQUARE CHIPPED
 DB0980'ON THE NORTHEAST UPSTREAM WINGWALL OF WESTSIDE MAIN DELIVERY 24.
 DB0980'NOTE-- THE DELIVERY GATE NUMBER HAS BEEN CHANGED FROM WESTSIDE
 DB0980'MAIN DELIVERY 24 TO WESTSIDE MAIN DELIVERY 24-A.  BENCH MARK WSM-34
 DB0980'IS ON SAME STRUCTURE.
 DB0980
 DB0980                          STATION RECOVERY (1974)
 DB0980
 DB0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0980'RECOVERED IN GOOD CONDITION.
 DB0980
 DB0980                          STATION RECOVERY (1977)
 DB0980
 DB0980'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0980'DESCRIPTION IS SAME AS ORIGINAL EXCEPT FOR CHANGE FROM DELIVERY 24 TO
 DB0980'DELIVERY 24A.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0977 ***********************************************************************
 DB0977  DESIGNATION -  69 3 F IID
 DB0977  PID         -  DB0977
 DB0977  STATE/COUNTY-  CA/IMPERIAL
 DB0977  USGS QUAD   -  BRAWLEY NW (1979)
 DB0977
 DB0977                         *CURRENT SURVEY CONTROL
 DB0977  ___________________________________________________________________
 DB0977* NAD 83(1986)-  32 53 06.     (N)    115 39 16.     (W)     SCALED    
 DB0977* NAVD 88     -       -15.493  (meters)     -50.83   (feet)  READJUSTED
 DB0977  ___________________________________________________________________
 DB0977  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DB0977  DYNAMIC HT  -         -15.480 (meters)     -50.79  (feet)  COMP
 DB0977  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DB0977
 DB0977  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0977
 DB0977.The horizontal coordinates were scaled from a topographic map and have
 DB0977.an estimated accuracy of +/- 6 seconds.
 DB0977
 DB0977.The orthometric height was determined by differential leveling
 DB0977.and adjusted in January 1995.
 DB0977.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0977.distribution rate of 0.0 thru 1.0 mm/km.
 DB0977.The height was derived from older observations constrained to new
 DB0977.heights in a crustal motion area.  The height is approximate in
 DB0977.relation to other heights in its vicinity.
 DB0977
 DB0977.The geoid height was determined by GEOID03.
 DB0977
 DB0977.The dynamic height is computed by dividing the NAVD 88
 DB0977.geopotential number by the normal gravity value computed on the
 DB0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0977.degrees latitude (g = 980.6199 gals.).
 DB0977
 DB0977.The modeled gravity was interpolated from observed gravity values.
 DB0977
 DB0977;                    North         East    Units  Estimated Accuracy
 DB0977;SPC CA 6     -   579,820.    2,055,730.      MT  (+/- 180 meters Scaled)
 DB0977
 DB0977                          SUPERSEDED SURVEY CONTROL
 DB0977
 DB0977  NGVD 29 (??/??/??)  -16.161  (m)          -53.02   (f) ADJUSTED    2 0
 DB0977
 DB0977.Superseded values are not recommended for survey control.
 DB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0977.See file dsdata.txt to determine how the superseded data were derived.
 DB0977
 DB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS258393(NAD 83)
 DB0977_MARKER: Q = CHISELED SQUARE
 DB0977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0977_SP_SET: CANAL
 DB0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0977
 DB0977  HISTORY     - Date     Condition        Report By
 DB0977  HISTORY     - UNK      MONUMENTED       IID
 DB0977  HISTORY     - 1969     GOOD             NGS
 DB0977  HISTORY     - 1974     GOOD             NGS
 DB0977  HISTORY     - 1977     GOOD             IID
 DB0977
 DB0977                          STATION DESCRIPTION
 DB0977
 DB0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0977'7.5 MI NW FROM IMPERIAL.
 DB0977'ABOUT 3.0 MILES WEST ALONG IMPERIAL 8TH STREET AND WORTHINGTON
 DB0977'ROAD FROM HIGHWAY 86 IN IMPERIAL, TO FORRESTER ROAD, ABOUT 2.3
 DB0977'MILES NORTH ALONG FORRESTER ROAD TO THOMPSON ROAD, ABOUT 2.2
 DB0977'MILES WESTERLY ALONG THOMPSON ROAD AND SOUTH SIDE OF WESTSIDE
 DB0977'MAIN CANAL TO DELIVERY 25, IN LOT 2, SECTION 32.  SECTION 32, T14S,
 DB0977'R13E.  NOTE-- A SQUARE CHIPPED ON THE WEST UPSTREAM WINGWALL OF
 DB0977'WESTSIDE MAIN CANAL DELIVERY 25.
 DB0977
 DB0977                          STATION RECOVERY (1974)
 DB0977
 DB0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0977'RECOVERED IN GOOD CONDITION.
 DB0977
 DB0977                          STATION RECOVERY (1977)
 DB0977
 DB0977'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0976 ***********************************************************************
 DB0976  DESIGNATION -  69 3 G IID
 DB0976  PID         -  DB0976
 DB0976  STATE/COUNTY-  CA/IMPERIAL
 DB0976  USGS QUAD   -  BRAWLEY NW (1979)
 DB0976
 DB0976                         *CURRENT SURVEY CONTROL
 DB0976  ___________________________________________________________________
 DB0976* NAD 83(1986)-  32 53 06.     (N)    115 38 44.     (W)     SCALED    
 DB0976* NAVD 88     -       -15.951  (meters)     -52.33   (feet)  READJUSTED
 DB0976  ___________________________________________________________________
 DB0976  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB0976  DYNAMIC HT  -         -15.930 (meters)     -52.26  (feet)  COMP
 DB0976  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 DB0976
 DB0976  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0976
 DB0976.The horizontal coordinates were scaled from a topographic map and have
 DB0976.an estimated accuracy of +/- 6 seconds.
 DB0976
 DB0976.The orthometric height was determined by differential leveling
 DB0976.and adjusted in January 1995.
 DB0976.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0976.distribution rate of 1.1 thru 2.0 mm/km.
 DB0976.The height was derived from older observations constrained to new
 DB0976.heights in a crustal motion area.  The height is approximate in
 DB0976.relation to other heights in its vicinity.
 DB0976
 DB0976.The geoid height was determined by GEOID03.
 DB0976
 DB0976.The dynamic height is computed by dividing the NAVD 88
 DB0976.geopotential number by the normal gravity value computed on the
 DB0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0976.degrees latitude (g = 980.6199 gals.).
 DB0976
 DB0976.The modeled gravity was interpolated from observed gravity values.
 DB0976
 DB0976;                    North         East    Units  Estimated Accuracy
 DB0976;SPC CA 6     -   579,830.    2,056,560.      MT  (+/- 180 meters Scaled)
 DB0976
 DB0976                          SUPERSEDED SURVEY CONTROL
 DB0976
 DB0976  NGVD 29 (??/??/??)  -16.633  (m)          -54.57   (f) ADJUSTED    2 1
 DB0976
 DB0976.Superseded values are not recommended for survey control.
 DB0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0976.See file dsdata.txt to determine how the superseded data were derived.
 DB0976
 DB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS266393(NAD 83)
 DB0976_MARKER: Q = CHISELED SQUARE
 DB0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0976_SP_SET: CANAL
 DB0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0976
 DB0976  HISTORY     - Date     Condition        Report By
 DB0976  HISTORY     - UNK      MONUMENTED       IID
 DB0976  HISTORY     - 1969     GOOD             NGS
 DB0976  HISTORY     - 1974     GOOD             NGS
 DB0976  HISTORY     - 1977     GOOD             IID
 DB0976  HISTORY     - 1981     GOOD             IID
 DB0976
 DB0976                          STATION DESCRIPTION
 DB0976
 DB0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0976'7 MI NW FROM IMPERIAL.
 DB0976'ABOUT 3.0 MILES WEST ALONG IMPERIAL 8TH STREET AND WORTHINGTON
 DB0976'ROAD TO FORRESTER ROAD, ABOUT 2.3 MILES NORTH ALONG FORRESTER
 DB0976'ROAD TO THOMPSON ROAD, ABOUT 1.7 MILES WESTERLY ALONG THOMPSON
 DB0976'ROAD AND SOUTH SIDE OF WESTSIDE MAIN CANAL TO DELIVERY 26, IN LOT
 DB0976'1, SECTION 32.  SECTION 32, T14S, R13E.  NOTE-- A SQUARE CHIPPED
 DB0976'ON THE WEST UPSTREAM WINGWALL OF WESTSIDE MAIN DELIVERY 26.
 DB0976
 DB0976                          STATION RECOVERY (1974)
 DB0976
 DB0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0976'RECOVERED IN GOOD CONDITION.
 DB0976
 DB0976                          STATION RECOVERY (1977)
 DB0976
 DB0976'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0976'RECOVERED IN GOOD CONDITION.
 DB0976
 DB0976                          STATION RECOVERY (1981)
 DB0976
 DB0976'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0972 ***********************************************************************
 DB0972  DESIGNATION -  69 3 J IID
 DB0972  PID         -  DB0972
 DB0972  STATE/COUNTY-  CA/IMPERIAL
 DB0972  USGS QUAD   -  BRAWLEY NW (1979)
 DB0972
 DB0972                         *CURRENT SURVEY CONTROL
 DB0972  ___________________________________________________________________
 DB0972* NAD 83(1986)-  32 54 23.     (N)    115 37 36.     (W)     SCALED    
 DB0972* NAVD 88     -       -20.277  (meters)     -66.53   (feet)  READJUSTED
 DB0972  ___________________________________________________________________
 DB0972  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DB0972  DYNAMIC HT  -         -20.250 (meters)     -66.44  (feet)  COMP
 DB0972  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 DB0972
 DB0972  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0972
 DB0972.The horizontal coordinates were scaled from a topographic map and have
 DB0972.an estimated accuracy of +/- 6 seconds.
 DB0972
 DB0972.The orthometric height was determined by differential leveling
 DB0972.and adjusted in January 1995.
 DB0972.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0972.distribution rate of 1.1 thru 2.0 mm/km.
 DB0972.The height was derived from older observations constrained to new
 DB0972.heights in a crustal motion area.  The height is approximate in
 DB0972.relation to other heights in its vicinity.
 DB0972
 DB0972.The geoid height was determined by GEOID03.
 DB0972
 DB0972.The dynamic height is computed by dividing the NAVD 88
 DB0972.geopotential number by the normal gravity value computed on the
 DB0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0972.degrees latitude (g = 980.6199 gals.).
 DB0972
 DB0972.The modeled gravity was interpolated from observed gravity values.
 DB0972
 DB0972;                    North         East    Units  Estimated Accuracy
 DB0972;SPC CA 6     -   582,210.    2,058,310.      MT  (+/- 180 meters Scaled)
 DB0972
 DB0972                          SUPERSEDED SURVEY CONTROL
 DB0972
 DB0972  NGVD 29 (??/??/??)  -20.944  (m)          -68.71   (f) ADJUSTED    2 1
 DB0972
 DB0972.Superseded values are not recommended for survey control.
 DB0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0972.See file dsdata.txt to determine how the superseded data were derived.
 DB0972
 DB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS284417(NAD 83)
 DB0972_MARKER: S = SPIKE
 DB0972_SETTING: 0 = UNSPECIFIED SETTING
 DB0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0972
 DB0972  HISTORY     - Date     Condition        Report By
 DB0972  HISTORY     - UNK      MONUMENTED       IID
 DB0972  HISTORY     - 1969     GOOD             NGS
 DB0972  HISTORY     - 1974     GOOD             NGS
 DB0972  HISTORY     - 1977     GOOD             IID
 DB0972  HISTORY     - 1981     GOOD             IID
 DB0972
 DB0972                          STATION DESCRIPTION
 DB0972
 DB0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0972'7.6 MI NW FROM IMPERIAL.
 DB0972'ABOUT 3.0 MILES WEST ALONG IMPERIAL 8TH STREET AND WORTHINGTON
 DB0972'ROAD FROM HIGHWAY 86 IN IMPERIAL TO FORRESTER ROAD, ABOUT 2.9
 DB0972'MILES NORTH ALONG FORRESTER ROAD TO EDGAR ROAD, ABOUT 0.5 MILE
 DB0972'WEST ALONG EDGAR ROAD TO THE WESTSIDE MAIN CANAL, ABOUT 1.2
 DB0972'MILES NORTH ALONG WEST BANK OF CANAL TO MUDD ROAD.  SECTION 28,
 DB0972'T 14 S, R 13 E.  NOTE-- A 60 D SPIKE ON THE EAST SIDE OF POWER
 DB0972'POLE NO. 62820D ON SOUTH SIDE OF MUDD ROAD, AND WEST SIDE OF
 DB0972'WESTSIDE MAIN CANAL.
 DB0972
 DB0972                          STATION RECOVERY (1974)
 DB0972
 DB0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0972'RECOVERED IN GOOD CONDITION.
 DB0972
 DB0972                          STATION RECOVERY (1977)
 DB0972
 DB0972'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0972'RECOVERED IN GOOD CONDITION.
 DB0972
 DB0972                          STATION RECOVERY (1981)
 DB0972
 DB0972'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0890 ***********************************************************************
 DB0890  DESIGNATION -  69 3 L IID
 DB0890  PID         -  DB0890
 DB0890  STATE/COUNTY-  CA/IMPERIAL
 DB0890  USGS QUAD   -  BRAWLEY (1979)
 DB0890
 DB0890                         *CURRENT SURVEY CONTROL
 DB0890  ___________________________________________________________________
 DB0890* NAD 83(1986)-  32 55 20.     (N)    115 37 19.     (W)     SCALED    
 DB0890* NAVD 88     -       -21.822  (meters)     -71.59   (feet)  READJUSTED
 DB0890  ___________________________________________________________________
 DB0890  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DB0890  DYNAMIC HT  -         -21.800 (meters)     -71.52  (feet)  COMP
 DB0890  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 DB0890
 DB0890  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0890
 DB0890.The horizontal coordinates were scaled from a topographic map and have
 DB0890.an estimated accuracy of +/- 6 seconds.
 DB0890
 DB0890.The orthometric height was determined by differential leveling
 DB0890.and adjusted in January 1995.
 DB0890.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0890.distribution rate of 0.0 thru 1.0 mm/km.
 DB0890.The height was derived from older observations constrained to new
 DB0890.heights in a crustal motion area.  The height is approximate in
 DB0890.relation to other heights in its vicinity.
 DB0890
 DB0890.The geoid height was determined by GEOID03.
 DB0890
 DB0890.The dynamic height is computed by dividing the NAVD 88
 DB0890.geopotential number by the normal gravity value computed on the
 DB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0890.degrees latitude (g = 980.6199 gals.).
 DB0890
 DB0890.The modeled gravity was interpolated from observed gravity values.
 DB0890
 DB0890;                    North         East    Units  Estimated Accuracy
 DB0890;SPC CA 6     -   583,970.    2,058,740.      MT  (+/- 180 meters Scaled)
 DB0890
 DB0890                          SUPERSEDED SURVEY CONTROL
 DB0890
 DB0890  NGVD 29 (??/??/??)  -22.491  (m)          -73.79   (f) ADJUSTED    2 0
 DB0890
 DB0890.Superseded values are not recommended for survey control.
 DB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0890.See file dsdata.txt to determine how the superseded data were derived.
 DB0890
 DB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS288435(NAD 83)
 DB0890_MARKER: Q = CHISELED SQUARE
 DB0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0890_SP_SET: CANAL
 DB0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0890
 DB0890  HISTORY     - Date     Condition        Report By
 DB0890  HISTORY     - UNK      MONUMENTED       IID
 DB0890  HISTORY     - 1972     GOOD             NGS
 DB0890  HISTORY     - 1974     GOOD             NGS
 DB0890  HISTORY     - 1977     GOOD             IID
 DB0890
 DB0890                          STATION DESCRIPTION
 DB0890
 DB0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0890'8.3 MI NW FROM IMPERIAL.
 DB0890'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0890'IMPERIAL, TO KEYSTONE ROAD, ABOUT 3.1 MILES WEST ALONG KEYSTONE
 DB0890'ROAD TO FORRESTER ROAD, ABOUT 0.6 MILES NORTH ALONG FORRESTER
 DB0890'ROAD TO THE WESTSIDE MAIN CANAL, ABOUT 150 FEET SOUTH ALONG
 DB0890'THE WEST BANK OF THE CANAL TO DELIVERY 50.  SECTION 22, T 14 S,
 DB0890'R 13 E.  NOTE-- A SQUARE CHIPPED ON THE SOUTHWEST UPSTREAM
 DB0890'CURVED CONCRETE WINGWALL OF WESTSIDE MAIN DELIVERY 50.
 DB0890
 DB0890                          STATION RECOVERY (1974)
 DB0890
 DB0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0890'RECOVERED IN GOOD CONDITION.
 DB0890
 DB0890                          STATION RECOVERY (1977)
 DB0890
 DB0890'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0891 ***********************************************************************
 DB0891  DESIGNATION -  69 3 M IID
 DB0891  PID         -  DB0891
 DB0891  STATE/COUNTY-  CA/IMPERIAL
 DB0891  USGS QUAD   -  BRAWLEY (1979)
 DB0891
 DB0891                         *CURRENT SURVEY CONTROL
 DB0891  ___________________________________________________________________
 DB0891* NAD 83(1986)-  32 55 20.     (N)    115 37 14.     (W)     SCALED    
 DB0891* NAVD 88     -       -21.17   (+/-2cm)     -69.5    (feet)  VERTCON   
 DB0891  ___________________________________________________________________
 DB0891  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DB0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DB0891
 DB0891.The horizontal coordinates were scaled from a topographic map and have
 DB0891.an estimated accuracy of +/- 6 seconds.
 DB0891
 DB0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DB0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DB0891.The vertical order pertains to the NGVD 29 superseded value.
 DB0891
 DB0891.The geoid height was determined by GEOID03.
 DB0891
 DB0891;                    North         East    Units  Estimated Accuracy
 DB0891;SPC CA 6     -   583,970.    2,058,870.      MT  (+/- 180 meters Scaled)
 DB0891
 DB0891                          SUPERSEDED SURVEY CONTROL
 DB0891
 DB0891  NGVD 29 (??/??/??)  -21.843  (m)          -71.66   (f) ADJUSTED    2 0
 DB0891
 DB0891.Superseded values are not recommended for survey control.
 DB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0891.See file dsdata.txt to determine how the superseded data were derived.
 DB0891
 DB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS289435(NAD 83)
 DB0891_MARKER: Q = CHISELED SQUARE
 DB0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0891_SP_SET: CANAL
 DB0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0891
 DB0891  HISTORY     - Date     Condition        Report By
 DB0891  HISTORY     - UNK      MONUMENTED       IID
 DB0891  HISTORY     - 1969     GOOD             NGS
 DB0891
 DB0891                          STATION DESCRIPTION
 DB0891
 DB0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0891'8 MI NW FROM IMPERIAL.
 DB0891'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86, FROM 8TH STREET IN
 DB0891'IMPERIAL TO KEYSTONE ROAD, ABOUT 3.1 MILES WEST ALONG KEYSTONE
 DB0891'ROAD TO FORRESTER ROAD, ABOUT 0.6 MILES NORTH ALONG FORRESTER
 DB0891'ROAD TO THE SUMAC CANAL, ABOUT 0.05 MILES NORTH ALONG SUMAC
 DB0891'CANAL TO INLET END OF SIPHON UNDER THE WESTSIDE MAIN CANAL, IN
 DB0891'THE NW 1/4 OF SECTION 22.  SECTION 22, T 14 S, R 13 E.
 DB0891'NOTE-- A SQUARE CHIPPED ON THE NORTH UPSTREAM WINGWALL OF CHECK
 DB0891'AND INLET HEADWALL OF SUMAC CANAL SIPHON UNDER THE WESTSIDE MAIN
 DB0891'CANAL.  THIS BENCH MARK WAS COVERED WHEN HEADWALL WAS RAISED IN
 DB0891'MARCH 1971.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0958 ***********************************************************************
 DB0958  DESIGNATION -  69 3 N IID
 DB0958  PID         -  DB0958
 DB0958  STATE/COUNTY-  CA/IMPERIAL
 DB0958  USGS QUAD   -  BRAWLEY (1979)
 DB0958
 DB0958                         *CURRENT SURVEY CONTROL
 DB0958  ___________________________________________________________________
 DB0958* NAD 83(1986)-  32 56 07.     (N)    115 36 46.     (W)     SCALED    
 DB0958* NAVD 88     -       -21.843  (meters)     -71.66   (feet)  READJUSTED
 DB0958  ___________________________________________________________________
 DB0958  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0958  DYNAMIC HT  -         -21.820 (meters)     -71.59  (feet)  COMP
 DB0958  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DB0958
 DB0958  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0958
 DB0958.The horizontal coordinates were scaled from a topographic map and have
 DB0958.an estimated accuracy of +/- 6 seconds.
 DB0958
 DB0958.The orthometric height was determined by differential leveling
 DB0958.and adjusted in January 1995.
 DB0958.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0958.distribution rate of 2.1 thru 3.0 mm/km.
 DB0958.The height was derived from older observations constrained to new
 DB0958.heights in a crustal motion area.  The height is approximate in
 DB0958.relation to other heights in its vicinity.
 DB0958
 DB0958.The geoid height was determined by GEOID03.
 DB0958
 DB0958.The dynamic height is computed by dividing the NAVD 88
 DB0958.geopotential number by the normal gravity value computed on the
 DB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0958.degrees latitude (g = 980.6199 gals.).
 DB0958
 DB0958.The modeled gravity was interpolated from observed gravity values.
 DB0958
 DB0958;                    North         East    Units  Estimated Accuracy
 DB0958;SPC CA 6     -   585,420.    2,059,590.      MT  (+/- 180 meters Scaled)
 DB0958
 DB0958                          SUPERSEDED SURVEY CONTROL
 DB0958
 DB0958  NGVD 29 (??/??/??)  -22.500  (m)          -73.82   (f) ADJUSTED    2 0
 DB0958
 DB0958.Superseded values are not recommended for survey control.
 DB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0958.See file dsdata.txt to determine how the superseded data were derived.
 DB0958
 DB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS296449(NAD 83)
 DB0958_MARKER: X = CHISELED CROSS
 DB0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0958_SP_SET: HEADGATE
 DB0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0958
 DB0958  HISTORY     - Date     Condition        Report By
 DB0958  HISTORY     - UNK      MONUMENTED       IID
 DB0958  HISTORY     - 1972     GOOD             NGS
 DB0958  HISTORY     - 1974     GOOD             NGS
 DB0958  HISTORY     - 1977     POOR             IID
 DB0958
 DB0958                          STATION DESCRIPTION
 DB0958
 DB0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0958'8.8 MI NW FROM IMPERIAL.
 DB0958'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86 FROM EIGHTH STREET,
 DB0958'IMPERIAL, TO KEYSTONE ROAD, ABOUT 3.1 MILES WEST ALONG KEYSTONE
 DB0958'ROAD TO FORRESTER ROAD, ABOUT 1.5 MILES NORTH ALONG FORRESTER
 DB0958'ROAD TO CARTER ROAD, ABOUT 0.5 MILES EAST ALONG CARTER ROAD TO
 DB0958'THE THORN CANAL HEADGATE ON SOUTH SIDE OF CARTER ROAD, AND
 DB0958'NORTH BANK OF WESTSIDE MAIN CANAL.  SECTION 15, T 14 S, R 13 E.
 DB0958'NOTE-- A CROSS CHIPPED ON THE SOUTHWEST SIDE WALL OF INLET
 DB0958'HEADWALL OF THORN CANAL HEADGATE AND SIPHON UNDER CARTER ROAD.
 DB0958
 DB0958                          STATION RECOVERY (1974)
 DB0958
 DB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0958'RECOVERED IN GOOD CONDITION.
 DB0958
 DB0958                          STATION RECOVERY (1977)
 DB0958
 DB0958'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0958'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0957 ***********************************************************************
 DB0957  DESIGNATION -  69 3 P IID
 DB0957  PID         -  DB0957
 DB0957  STATE/COUNTY-  CA/IMPERIAL
 DB0957  USGS QUAD   -  BRAWLEY (1979)
 DB0957
 DB0957                         *CURRENT SURVEY CONTROL
 DB0957  ___________________________________________________________________
 DB0957* NAD 83(1986)-  32 56 14.     (N)    115 36 25.     (W)     SCALED    
 DB0957* NAVD 88     -       -22.324  (meters)     -73.24   (feet)  READJUSTED
 DB0957  ___________________________________________________________________
 DB0957  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0957  DYNAMIC HT  -         -22.300 (meters)     -73.16  (feet)  COMP
 DB0957  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DB0957
 DB0957  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0957
 DB0957.The horizontal coordinates were scaled from a topographic map and have
 DB0957.an estimated accuracy of +/- 6 seconds.
 DB0957
 DB0957.The orthometric height was determined by differential leveling
 DB0957.and adjusted in January 1995.
 DB0957.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0957.distribution rate of 2.1 thru 3.0 mm/km.
 DB0957.The height was derived from older observations constrained to new
 DB0957.heights in a crustal motion area.  The height is approximate in
 DB0957.relation to other heights in its vicinity.
 DB0957
 DB0957.The geoid height was determined by GEOID03.
 DB0957
 DB0957.The dynamic height is computed by dividing the NAVD 88
 DB0957.geopotential number by the normal gravity value computed on the
 DB0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0957.degrees latitude (g = 980.6199 gals.).
 DB0957
 DB0957.The modeled gravity was interpolated from observed gravity values.
 DB0957
 DB0957;                    North         East    Units  Estimated Accuracy
 DB0957;SPC CA 6     -   585,640.    2,060,140.      MT  (+/- 180 meters Scaled)
 DB0957
 DB0957                          SUPERSEDED SURVEY CONTROL
 DB0957
 DB0957  NGVD 29 (??/??/??)  -22.975  (m)          -75.38   (f) ADJUSTED    2 0
 DB0957
 DB0957.Superseded values are not recommended for survey control.
 DB0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0957.See file dsdata.txt to determine how the superseded data were derived.
 DB0957
 DB0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS302451(NAD 83)
 DB0957_MARKER: Q = CHISELED SQUARE
 DB0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0957_SP_SET: CANAL
 DB0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0957
 DB0957  HISTORY     - Date     Condition        Report By
 DB0957  HISTORY     - UNK      MONUMENTED       IID
 DB0957  HISTORY     - 1969     GOOD             NGS
 DB0957  HISTORY     - 1974     GOOD             NGS
 DB0957  HISTORY     - 1977     GOOD             IID
 DB0957
 DB0957                          STATION DESCRIPTION
 DB0957
 DB0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0957'6.8 MI SW FROM BRAWLEY.
 DB0957'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86, AND CADY
 DB0957'ROAD, FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD,
 DB0957'ABOUT 0.5 MILES SOUTH ALONG KALIN ROAD TO THE JUNCTION WITH
 DB0957'WEBSTER ROAD TO THE EAST AND CARTER ROAD TO THE SOUTHWEST,
 DB0957'ABOUT 3.5 MILES SOUTHWEST ALONG CARTER ROAD TO A BRIDGE OVER
 DB0957'THE WESTSIDE MAIN CANAL AT FITES ROAD, CROSS THE WESTSIDE MAIN
 DB0957'CANAL AND GO 0.3 MILE NORTHEAST ALONG THE SOUTH BANK OF THE CANAL
 DB0957'TO DELIVERY 51, IN LOT 4, SECTION 15.  SECTION 15, T 14 S,
 DB0957'R 13 E.  NOTE-- A SQUARE CHIPPED ON THE WEST UPSTREAM WINGWALL
 DB0957'OF WESTSIDE MAIN DELIVERY 51.
 DB0957
 DB0957                          STATION RECOVERY (1974)
 DB0957
 DB0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0957'RECOVERED IN GOOD CONDITION.
 DB0957
 DB0957                          STATION RECOVERY (1977)
 DB0957
 DB0957'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0956 ***********************************************************************
 DB0956  DESIGNATION -  69 3 Q IID
 DB0956  PID         -  DB0956
 DB0956  STATE/COUNTY-  CA/IMPERIAL
 DB0956  USGS QUAD   -  BRAWLEY (1979)
 DB0956
 DB0956                         *CURRENT SURVEY CONTROL
 DB0956  ___________________________________________________________________
 DB0956* NAD 83(1986)-  32 56 23.     (N)    115 36 08.     (W)     SCALED    
 DB0956* NAVD 88     -       -22.126  (meters)     -72.59   (feet)  READJUSTED
 DB0956  ___________________________________________________________________
 DB0956  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0956  DYNAMIC HT  -         -22.100 (meters)     -72.51  (feet)  COMP
 DB0956  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 DB0956
 DB0956  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0956
 DB0956.The horizontal coordinates were scaled from a topographic map and have
 DB0956.an estimated accuracy of +/- 6 seconds.
 DB0956
 DB0956.The orthometric height was determined by differential leveling
 DB0956.and adjusted in January 1995.
 DB0956.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0956.distribution rate of 2.1 thru 3.0 mm/km.
 DB0956.The height was derived from older observations constrained to new
 DB0956.heights in a crustal motion area.  The height is approximate in
 DB0956.relation to other heights in its vicinity.
 DB0956
 DB0956.The geoid height was determined by GEOID03.
 DB0956
 DB0956.The dynamic height is computed by dividing the NAVD 88
 DB0956.geopotential number by the normal gravity value computed on the
 DB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0956.degrees latitude (g = 980.6199 gals.).
 DB0956
 DB0956.The modeled gravity was interpolated from observed gravity values.
 DB0956
 DB0956;                    North         East    Units  Estimated Accuracy
 DB0956;SPC CA 6     -   585,920.    2,060,580.      MT  (+/- 180 meters Scaled)
 DB0956
 DB0956                          SUPERSEDED SURVEY CONTROL
 DB0956
 DB0956  NGVD 29 (??/??/??)  -22.776  (m)          -74.72   (f) ADJUSTED    2 0
 DB0956
 DB0956.Superseded values are not recommended for survey control.
 DB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0956.See file dsdata.txt to determine how the superseded data were derived.
 DB0956
 DB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS306454(NAD 83)
 DB0956_MARKER: Q = CHISELED SQUARE
 DB0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0956_SP_SET: HEADGATE
 DB0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0956
 DB0956  HISTORY     - Date     Condition        Report By
 DB0956  HISTORY     - UNK      MONUMENTED       IID
 DB0956  HISTORY     - 1969     GOOD             NGS
 DB0956  HISTORY     - 1974     GOOD             NGS
 DB0956  HISTORY     - 1977     GOOD             IID
 DB0956
 DB0956                          STATION DESCRIPTION
 DB0956
 DB0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0956'5.9 MI SW FROM BRAWLEY.
 DB0956'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY
 DB0956'ROAD, FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD,
 DB0956'ABOUT 0.5 MILES SOUTH ALONG KALIN ROAD TO THE JUNCTION WITH
 DB0956'WEBSTER ROAD TO THE EAST AND CARTER ROAD TO THE SOUTHWEST, ABOUT
 DB0956'2.9 MILES SOUTHWEST ALONG CARTER ROAD TO LOVELAND ROAD AND THE
 DB0956'THORN NO. 1 CANAL HEADGATE ON SOUTH SIDE OF CARTER ROAD, NEAR
 DB0956'THE CENTER OF THE N. 1/2 OF NW 1/4 OF SECTION 14.  SECTION 14,
 DB0956'T 14 S, R 13 E.  NOTE-- A SQUARE CHIPPED ON THE SOUTHWEST
 DB0956'UPSTREAM WINGWALL OF THORN NO. 1 HEADGATE OF THE WESTSIDE MAIN
 DB0956'CANAL.
 DB0956
 DB0956                          STATION RECOVERY (1974)
 DB0956
 DB0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0956'RECOVERED IN GOOD CONDITION.
 DB0956
 DB0956                          STATION RECOVERY (1977)
 DB0956
 DB0956'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0955 ***********************************************************************
 DB0955  DESIGNATION -  69 3 R IID
 DB0955  PID         -  DB0955
 DB0955  STATE/COUNTY-  CA/IMPERIAL
 DB0955  USGS QUAD   -  BRAWLEY (1979)
 DB0955
 DB0955                         *CURRENT SURVEY CONTROL
 DB0955  ___________________________________________________________________
 DB0955* NAD 83(1986)-  32 56 27.     (N)    115 36 04.     (W)     SCALED    
 DB0955* NAVD 88     -       -22.232  (meters)     -72.94   (feet)  READJUSTED
 DB0955  ___________________________________________________________________
 DB0955  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0955  DYNAMIC HT  -         -22.210 (meters)     -72.87  (feet)  COMP
 DB0955  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DB0955
 DB0955  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0955
 DB0955.The horizontal coordinates were scaled from a topographic map and have
 DB0955.an estimated accuracy of +/- 6 seconds.
 DB0955
 DB0955.The orthometric height was determined by differential leveling
 DB0955.and adjusted in January 1995.
 DB0955.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0955.distribution rate of 2.1 thru 3.0 mm/km.
 DB0955.The height was derived from older observations constrained to new
 DB0955.heights in a crustal motion area.  The height is approximate in
 DB0955.relation to other heights in its vicinity.
 DB0955
 DB0955.The geoid height was determined by GEOID03.
 DB0955
 DB0955.The dynamic height is computed by dividing the NAVD 88
 DB0955.geopotential number by the normal gravity value computed on the
 DB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0955.degrees latitude (g = 980.6199 gals.).
 DB0955
 DB0955.The modeled gravity was interpolated from observed gravity values.
 DB0955
 DB0955;                    North         East    Units  Estimated Accuracy
 DB0955;SPC CA 6     -   586,050.    2,060,680.      MT  (+/- 180 meters Scaled)
 DB0955
 DB0955                          SUPERSEDED SURVEY CONTROL
 DB0955
 DB0955  NGVD 29 (??/??/??)  -22.879  (m)          -75.06   (f) ADJUSTED    2 0
 DB0955
 DB0955.Superseded values are not recommended for survey control.
 DB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0955.See file dsdata.txt to determine how the superseded data were derived.
 DB0955
 DB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS307455(NAD 83)
 DB0955_MARKER: Q = CHISELED SQUARE
 DB0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0955_SP_SET: CANAL
 DB0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0955
 DB0955  HISTORY     - Date     Condition        Report By
 DB0955  HISTORY     - UNK      MONUMENTED       IID
 DB0955  HISTORY     - 1969     GOOD             NGS
 DB0955  HISTORY     - 1974     GOOD             NGS
 DB0955  HISTORY     - 1977     GOOD             IID
 DB0955
 DB0955                          STATION DESCRIPTION
 DB0955
 DB0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0955'5.7 MI SW FROM BRAWLEY.
 DB0955'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86, AND CADY
 DB0955'ROAD, FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN
 DB0955'ROAD, ABOUT 0.5 MILES SOUTH ALONG KALIN ROAD TO JUNCTION WITH
 DB0955'WEBSTER ROAD TO THE EAST AND CARTER ROAD TO THE SOUTHWEST, ABOUT
 DB0955'2.7 MILES NORTHWEST ALONG CARTER ROAD TO WESTSIDE MAIN CANAL
 DB0955'DELIVERY 54 ON THE SOUTH SIDE OF CARTER ROAD IN THE SE 1/4 OF
 DB0955'SW 1/4 OF SECTION 11.  SECTION 11, T 14 S, R 13 E.  NOTE-- A
 DB0955'SQUARE CHIPPED ON THE SOUTH UPSTREAM WINGWALL OF WESTSIDE MAIN
 DB0955'CANAL, DELIVERY 54.
 DB0955
 DB0955                          STATION RECOVERY (1974)
 DB0955
 DB0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0955'RECOVERED IN GOOD CONDITION.
 DB0955
 DB0955                          STATION RECOVERY (1977)
 DB0955
 DB0955'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1004 ***********************************************************************
 DB1004  DESIGNATION -  69 3 S IID
 DB1004  PID         -  DB1004
 DB1004  STATE/COUNTY-  CA/IMPERIAL
 DB1004  USGS QUAD   -  BRAWLEY (1979)
 DB1004
 DB1004                         *CURRENT SURVEY CONTROL
 DB1004  ___________________________________________________________________
 DB1004* NAD 83(1986)-  32 56 44.     (N)    115 35 44.     (W)     SCALED    
 DB1004* NAVD 88     -       -22.247  (meters)     -72.99   (feet)  READJUSTED
 DB1004  ___________________________________________________________________
 DB1004  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DB1004  DYNAMIC HT  -         -22.220 (meters)     -72.90  (feet)  COMP
 DB1004  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DB1004
 DB1004  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB1004
 DB1004.The horizontal coordinates were scaled from a topographic map and have
 DB1004.an estimated accuracy of +/- 6 seconds.
 DB1004
 DB1004.The orthometric height was determined by differential leveling
 DB1004.and adjusted in January 1995.
 DB1004.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB1004.distribution rate of 1.1 thru 2.0 mm/km.
 DB1004.The height was derived from older observations constrained to new
 DB1004.heights in a crustal motion area.  The height is approximate in
 DB1004.relation to other heights in its vicinity.
 DB1004
 DB1004.The geoid height was determined by GEOID03.
 DB1004
 DB1004.The dynamic height is computed by dividing the NAVD 88
 DB1004.geopotential number by the normal gravity value computed on the
 DB1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1004.degrees latitude (g = 980.6199 gals.).
 DB1004
 DB1004.The modeled gravity was interpolated from observed gravity values.
 DB1004
 DB1004;                    North         East    Units  Estimated Accuracy
 DB1004;SPC CA 6     -   586,570.    2,061,200.      MT  (+/- 180 meters Scaled)
 DB1004
 DB1004                          SUPERSEDED SURVEY CONTROL
 DB1004
 DB1004  NGVD 29 (??/??/??)  -22.894  (m)          -75.11   (f) ADJUSTED    2 0
 DB1004
 DB1004.Superseded values are not recommended for survey control.
 DB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1004.See file dsdata.txt to determine how the superseded data were derived.
 DB1004
 DB1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS312461(NAD 83)
 DB1004_MARKER: X = CHISELED CROSS
 DB1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB1004_SP_SET: CANAL
 DB1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB1004
 DB1004  HISTORY     - Date     Condition        Report By
 DB1004  HISTORY     - UNK      MONUMENTED       IID
 DB1004  HISTORY     - 1969     GOOD             NGS
 DB1004  HISTORY     - 1974     GOOD             NGS
 DB1004  HISTORY     - 1977     GOOD             IID
 DB1004
 DB1004                          STATION DESCRIPTION
 DB1004
 DB1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB1004'5.1 MI SW FROM BRAWLEY.
 DB1004'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY ROAD
 DB1004'FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT
 DB1004'0.5 MILES SOUTH ALONG KALIN ROAD TO JUNCTION WITH WEBSTER ROAD
 DB1004'TO THE EAST AND CARTER ROAD TO THE SOUTHWEST, ABOUT 2.1 MILES
 DB1004'SOUTHWEST ALONG CARTER ROAD TO THE TUBEROSE CHECK IN THE
 DB1004'WESTSIDE MAIN CANAL ON THE SOUTHEAST SIDE OF THE ROAD, IN THE
 DB1004'SW 1/4 OF SE 1/4 OF SECTION 11.  SECTION 11, T 14 S, R 13 E.
 DB1004'NOTE-- A CROSS CHIPPED ON THE SOUTHEAST UPSTREAM WINGWALL OF
 DB1004'TUBEROSE CHECK IN THE WESTSIDE MAIN CANAL.
 DB1004
 DB1004                          STATION RECOVERY (1974)
 DB1004
 DB1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB1004'RECOVERED IN GOOD CONDITION.
 DB1004
 DB1004                          STATION RECOVERY (1977)
 DB1004
 DB1004'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0952 ***********************************************************************
 DB0952  DESIGNATION -  69 3 T IID
 DB0952  PID         -  DB0952
 DB0952  STATE/COUNTY-  CA/IMPERIAL
 DB0952  USGS QUAD   -  BRAWLEY (1979)
 DB0952
 DB0952                         *CURRENT SURVEY CONTROL
 DB0952  ___________________________________________________________________
 DB0952* NAD 83(1986)-  32 57 03.     (N)    115 35 11.     (W)     SCALED    
 DB0952* NAVD 88     -       -25.193  (meters)     -82.65   (feet)  READJUSTED
 DB0952  ___________________________________________________________________
 DB0952  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DB0952  DYNAMIC HT  -         -25.170 (meters)     -82.58  (feet)  COMP
 DB0952  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 DB0952
 DB0952  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0952
 DB0952.The horizontal coordinates were scaled from a topographic map and have
 DB0952.an estimated accuracy of +/- 6 seconds.
 DB0952
 DB0952.The orthometric height was determined by differential leveling
 DB0952.and adjusted in January 1995.
 DB0952.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0952.distribution rate of 1.1 thru 2.0 mm/km.
 DB0952.The height was derived from older observations constrained to new
 DB0952.heights in a crustal motion area.  The height is approximate in
 DB0952.relation to other heights in its vicinity.
 DB0952
 DB0952.The geoid height was determined by GEOID03.
 DB0952
 DB0952.The dynamic height is computed by dividing the NAVD 88
 DB0952.geopotential number by the normal gravity value computed on the
 DB0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0952.degrees latitude (g = 980.6199 gals.).
 DB0952
 DB0952.The modeled gravity was interpolated from observed gravity values.
 DB0952
 DB0952;                    North         East    Units  Estimated Accuracy
 DB0952;SPC CA 6     -   587,160.    2,062,050.      MT  (+/- 180 meters Scaled)
 DB0952
 DB0952                          SUPERSEDED SURVEY CONTROL
 DB0952
 DB0952  NGVD 29 (??/??/??)  -25.840  (m)          -84.78   (f) ADJUSTED    2 0
 DB0952
 DB0952.Superseded values are not recommended for survey control.
 DB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0952.See file dsdata.txt to determine how the superseded data were derived.
 DB0952
 DB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS321467(NAD 83)
 DB0952_MARKER: Q = CHISELED SQUARE
 DB0952_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0952_SP_SET: CANAL
 DB0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0952
 DB0952  HISTORY     - Date     Condition        Report By
 DB0952  HISTORY     - UNK      MONUMENTED       IID
 DB0952  HISTORY     - 1969     GOOD             NGS
 DB0952  HISTORY     - 1974     GOOD             NGS
 DB0952  HISTORY     - 1977     GOOD             IID
 DB0952
 DB0952                          STATION DESCRIPTION
 DB0952
 DB0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0952'4.6 MI SW FROM BRAWLEY.
 DB0952'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY
 DB0952'ROAD, FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD,
 DB0952'ABOUT 0.5 MILES SOUTH ALONG KALIN ROAD TO JUNCTION WITH WEBSTER
 DB0952'ROAD TO THE EAST AND CARTER ROAD TO THE SOUTHWEST, ABOUT 1.3
 DB0952'MILES SOUTHWEST ALONG CARTER ROAD TO THE TURNIP HYDRO PLANT IN
 DB0952'THE WESTSIDE MAIN CANAL, CROSS TO THE EAST SIDE OF THE CANAL
 DB0952'ABOUT 0.3 MILES SOUTHWEST ALONG EAST BANK OF CANAL TO WESTSIDE
 DB0952'MAIN DELIVERY 57, IN LOT 3, SECTION 12.  SECTION 12, T 14 S,
 DB0952'R 16 E.  NOTE-- A SQUARE CHIPPED ON THE NORTH UPSTREAM WINGWALL
 DB0952'OF WESTSIDE MAIN DELIVERY 57.
 DB0952
 DB0952                          STATION RECOVERY (1974)
 DB0952
 DB0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0952'RECOVERED IN GOOD CONDITION.
 DB0952
 DB0952                          STATION RECOVERY (1977)
 DB0952
 DB0952'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0950 ***********************************************************************
 DB0950  DESIGNATION -  69 3 U IID
 DB0950  PID         -  DB0950
 DB0950  STATE/COUNTY-  CA/IMPERIAL
 DB0950  USGS QUAD   -  BRAWLEY (1979)
 DB0950
 DB0950                         *CURRENT SURVEY CONTROL
 DB0950  ___________________________________________________________________
 DB0950* NAD 83(1986)-  32 57 18.     (N)    115 35 06.     (W)     SCALED    
 DB0950* NAVD 88     -       -25.478  (meters)     -83.59   (feet)  READJUSTED
 DB0950  ___________________________________________________________________
 DB0950  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DB0950  DYNAMIC HT  -         -25.450 (meters)     -83.50  (feet)  COMP
 DB0950  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 DB0950
 DB0950  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0950
 DB0950.The horizontal coordinates were scaled from a topographic map and have
 DB0950.an estimated accuracy of +/- 6 seconds.
 DB0950
 DB0950.The orthometric height was determined by differential leveling
 DB0950.and adjusted in January 1995.
 DB0950.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0950.distribution rate of 1.1 thru 2.0 mm/km.
 DB0950.The height was derived from older observations constrained to new
 DB0950.heights in a crustal motion area.  The height is approximate in
 DB0950.relation to other heights in its vicinity.
 DB0950
 DB0950.The geoid height was determined by GEOID03.
 DB0950
 DB0950.The dynamic height is computed by dividing the NAVD 88
 DB0950.geopotential number by the normal gravity value computed on the
 DB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0950.degrees latitude (g = 980.6199 gals.).
 DB0950
 DB0950.The modeled gravity was interpolated from observed gravity values.
 DB0950
 DB0950;                    North         East    Units  Estimated Accuracy
 DB0950;SPC CA 6     -   587,630.    2,062,180.      MT  (+/- 180 meters Scaled)
 DB0950
 DB0950                          SUPERSEDED SURVEY CONTROL
 DB0950
 DB0950  NGVD 29 (??/??/??)  -26.122  (m)          -85.70   (f) ADJUSTED    2 0
 DB0950
 DB0950.Superseded values are not recommended for survey control.
 DB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0950.See file dsdata.txt to determine how the superseded data were derived.
 DB0950
 DB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS322471(NAD 83)
 DB0950_MARKER: Q = CHISELED SQUARE
 DB0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0950_SP_SET: HEADGATE
 DB0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0950
 DB0950  HISTORY     - Date     Condition        Report By
 DB0950  HISTORY     - UNK      MONUMENTED       CGS
 DB0950  HISTORY     - 1969     GOOD             NGS
 DB0950  HISTORY     - 1974     GOOD             NGS
 DB0950  HISTORY     - 1977     GOOD             IID
 DB0950
 DB0950                          STATION DESCRIPTION
 DB0950
 DB0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0950'4.3 MI SW FROM BRAWLEY.
 DB0950'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY ROAD,
 DB0950'FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT
 DB0950'0.5 MILES SOUTH ALONG KALIN ROAD, TO JUNCTION WITH WEBSTER
 DB0950'ROAD TO THE EAST AND CARTER ROAD TO THE SOUTHWEST, ABOUT 1.3
 DB0950'MILES SOUTHWEST ALONG CARTER ROAD TO THE TURNIP CANAL HEADGATE
 DB0950'IN THE WESTSIDE MAIN CANAL, ON THE EAST SIDE OF THE ROAD, NEAR
 DB0950'THE NORTHWEST CORNER OF NE 1/4 OF NW 1/4 OF SECTION 12.  SECTION
 DB0950'12, T 14 S, R 13 E.  NOTE-- A SQUARE CHIPPED ON THE SOUTH
 DB0950'UPSTREAM WINGWALL OF TURNIP CANAL HEADGATE IN THE WESTSIDE MAIN
 DB0950'CANAL.
 DB0950
 DB0950                          STATION RECOVERY (1974)
 DB0950
 DB0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0950'RECOVERED IN GOOD CONDITION.
 DB0950
 DB0950                          STATION RECOVERY (1977)
 DB0950
 DB0950'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0949 ***********************************************************************
 DB0949  DESIGNATION -  69 3 V IID
 DB0949  PID         -  DB0949
 DB0949  STATE/COUNTY-  CA/IMPERIAL
 DB0949  USGS QUAD   -  BRAWLEY (1979)
 DB0949
 DB0949                         *CURRENT SURVEY CONTROL
 DB0949  ___________________________________________________________________
 DB0949* NAD 83(1986)-  32 57 26.     (N)    115 35 02.     (W)     SCALED    
 DB0949* NAVD 88     -       -26.413  (meters)     -86.66   (feet)  READJUSTED
 DB0949  ___________________________________________________________________
 DB0949  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DB0949  DYNAMIC HT  -         -26.380 (meters)     -86.55  (feet)  COMP
 DB0949  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 DB0949
 DB0949  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0949
 DB0949.The horizontal coordinates were scaled from a topographic map and have
 DB0949.an estimated accuracy of +/- 6 seconds.
 DB0949
 DB0949.The orthometric height was determined by differential leveling
 DB0949.and adjusted in January 1995.
 DB0949.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0949.distribution rate of 1.1 thru 2.0 mm/km.
 DB0949.The height was derived from older observations constrained to new
 DB0949.heights in a crustal motion area.  The height is approximate in
 DB0949.relation to other heights in its vicinity.
 DB0949
 DB0949.The geoid height was determined by GEOID03.
 DB0949
 DB0949.The dynamic height is computed by dividing the NAVD 88
 DB0949.geopotential number by the normal gravity value computed on the
 DB0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0949.degrees latitude (g = 980.6199 gals.).
 DB0949
 DB0949.The modeled gravity was interpolated from observed gravity values.
 DB0949
 DB0949;                    North         East    Units  Estimated Accuracy
 DB0949;SPC CA 6     -   587,870.    2,062,280.      MT  (+/- 180 meters Scaled)
 DB0949
 DB0949                          SUPERSEDED SURVEY CONTROL
 DB0949
 DB0949  NGVD 29 (??/??/??)  -27.052  (m)          -88.75   (f) ADJUSTED    2 0
 DB0949
 DB0949.Superseded values are not recommended for survey control.
 DB0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0949.See file dsdata.txt to determine how the superseded data were derived.
 DB0949
 DB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS323474(NAD 83)
 DB0949_MARKER: X = CHISELED CROSS
 DB0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0949_SP_SET: CANAL
 DB0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0949
 DB0949  HISTORY     - Date     Condition        Report By
 DB0949  HISTORY     - UNK      MONUMENTED       IID
 DB0949  HISTORY     - 1969     GOOD             NGS
 DB0949  HISTORY     - 1974     GOOD             NGS
 DB0949  HISTORY     - 1977     GOOD             IID
 DB0949
 DB0949                          STATION DESCRIPTION
 DB0949
 DB0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0949'4 MI SW FROM BRAWLEY.
 DB0949'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY ROAD,
 DB0949'FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD,
 DB0949'ABOUT 0.9 MILES SOUTH ALONG KALIN ROAD TO THE SANDAL CANAL,
 DB0949'ABOUT 0.6 MILES SOUTHWEST ALONG THE SANDAL CANAL TO THE CHECK
 DB0949'IN THE SANDAL CANAL FOR DELIVERY 168, NEAR THE CENTER OF THE
 DB0949'SOUTH LINE OF TRACT 98, SECTION 1.  SECTION 1, T 14 S, R 13 E.
 DB0949'NOTE-- A CROSS CHIPPED ON THE WEST UPSTREAM WINGWALL OF CHECK
 DB0949'IN SANDAL CANAL FOR DELIVERY 168.
 DB0949
 DB0949                          STATION RECOVERY (1974)
 DB0949
 DB0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0949'RECOVERED IN GOOD CONDITION.
 DB0949
 DB0949                          STATION RECOVERY (1977)
 DB0949
 DB0949'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0948 ***********************************************************************
 DB0948  DESIGNATION -  69 3 W IID
 DB0948  PID         -  DB0948
 DB0948  STATE/COUNTY-  CA/IMPERIAL
 DB0948  USGS QUAD   -  BRAWLEY (1979)
 DB0948
 DB0948                         *CURRENT SURVEY CONTROL
 DB0948  ___________________________________________________________________
 DB0948* NAD 83(1986)-  32 57 52.     (N)    115 34 53.     (W)     SCALED    
 DB0948* NAVD 88     -       -28.527  (meters)     -93.59   (feet)  READJUSTED
 DB0948  ___________________________________________________________________
 DB0948  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DB0948  DYNAMIC HT  -         -28.500 (meters)     -93.50  (feet)  COMP
 DB0948  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DB0948
 DB0948  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0948
 DB0948.The horizontal coordinates were scaled from a topographic map and have
 DB0948.an estimated accuracy of +/- 6 seconds.
 DB0948
 DB0948.The orthometric height was determined by differential leveling
 DB0948.and adjusted in January 1995.
 DB0948.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0948.distribution rate of 1.1 thru 2.0 mm/km.
 DB0948.The height was derived from older observations constrained to new
 DB0948.heights in a crustal motion area.  The height is approximate in
 DB0948.relation to other heights in its vicinity.
 DB0948
 DB0948.The geoid height was determined by GEOID03.
 DB0948
 DB0948.The dynamic height is computed by dividing the NAVD 88
 DB0948.geopotential number by the normal gravity value computed on the
 DB0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0948.degrees latitude (g = 980.6199 gals.).
 DB0948
 DB0948.The modeled gravity was interpolated from observed gravity values.
 DB0948
 DB0948;                    North         East    Units  Estimated Accuracy
 DB0948;SPC CA 6     -   588,680.    2,062,510.      MT  (+/- 180 meters Scaled)
 DB0948
 DB0948                          SUPERSEDED SURVEY CONTROL
 DB0948
 DB0948  NGVD 29 (??/??/??)  -29.164  (m)          -95.68   (f) ADJUSTED    2 0
 DB0948
 DB0948.Superseded values are not recommended for survey control.
 DB0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0948.See file dsdata.txt to determine how the superseded data were derived.
 DB0948
 DB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS325482(NAD 83)
 DB0948_MARKER: S = SPIKE
 DB0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0948_SP_SET: TELEPHONE POLE
 DB0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0948
 DB0948  HISTORY     - Date     Condition        Report By
 DB0948  HISTORY     - UNK      MONUMENTED       IID
 DB0948  HISTORY     - 1969     GOOD             NGS
 DB0948  HISTORY     - 1974     GOOD             NGS
 DB0948  HISTORY     - 1977     GOOD             IID
 DB0948
 DB0948                          STATION DESCRIPTION
 DB0948
 DB0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0948'3.6 MI SW FROM BRAWLEY.
 DB0948'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY ROAD,
 DB0948'FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT
 DB0948'0.5 MILE SOUTH ALONG KALIN ROAD, TO JUNCTION WITH WEBSTER ROAD
 DB0948'TO THE EAST AND CARTER ROAD TO THE SOUTHWEST, ABOUT 0.6 MILE
 DB0948'SOUTHWEST ALONG CARTER ROAD TO THE MARK ON THE WEST SIDE OF THE
 DB0948'ROAD, NEAR THE NORTH LINE OF TRACK 98, SECTION 1.  SECTION 1,
 DB0948'T 14 S, R 13 E.  NOTE-- A 60 D SPIKE ON EAST SIDE OF A TELEPHONE
 DB0948'POLE, NO NUMBER, ON THE WEST SIDE OF CARTER ROAD NEAR THE NORTH
 DB0948'LINE OF TRACT 98, SECTION 1.
 DB0948
 DB0948                          STATION RECOVERY (1974)
 DB0948
 DB0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0948'RECOVERED IN GOOD CONDITION.
 DB0948
 DB0948                          STATION RECOVERY (1977)
 DB0948
 DB0948'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0947 ***********************************************************************
 DB0947  DESIGNATION -  69 3 X IID
 DB0947  PID         -  DB0947
 DB0947  STATE/COUNTY-  CA/IMPERIAL
 DB0947  USGS QUAD   -  BRAWLEY (1979)
 DB0947
 DB0947                         *CURRENT SURVEY CONTROL
 DB0947  ___________________________________________________________________
 DB0947* NAD 83(1986)-  32 57 54.     (N)    115 34 42.     (W)     SCALED    
 DB0947* NAVD 88     -       -27.708  (meters)     -90.91   (feet)  READJUSTED
 DB0947  ___________________________________________________________________
 DB0947  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DB0947  DYNAMIC HT  -         -27.680 (meters)     -90.81  (feet)  COMP
 DB0947  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 DB0947
 DB0947  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0947
 DB0947.The horizontal coordinates were scaled from a topographic map and have
 DB0947.an estimated accuracy of +/- 6 seconds.
 DB0947
 DB0947.The orthometric height was determined by differential leveling
 DB0947.and adjusted in January 1995.
 DB0947.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0947.distribution rate of 1.1 thru 2.0 mm/km.
 DB0947.The height was derived from older observations constrained to new
 DB0947.heights in a crustal motion area.  The height is approximate in
 DB0947.relation to other heights in its vicinity.
 DB0947
 DB0947.The geoid height was determined by GEOID03.
 DB0947
 DB0947.The dynamic height is computed by dividing the NAVD 88
 DB0947.geopotential number by the normal gravity value computed on the
 DB0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0947.degrees latitude (g = 980.6199 gals.).
 DB0947
 DB0947.The modeled gravity was interpolated from observed gravity values.
 DB0947
 DB0947;                    North         East    Units  Estimated Accuracy
 DB0947;SPC CA 6     -   588,740.    2,062,790.      MT  (+/- 180 meters Scaled)
 DB0947
 DB0947                          SUPERSEDED SURVEY CONTROL
 DB0947
 DB0947  NGVD 29 (??/??/??)  -28.344  (m)          -92.99   (f) ADJUSTED    2 0
 DB0947
 DB0947.Superseded values are not recommended for survey control.
 DB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0947.See file dsdata.txt to determine how the superseded data were derived.
 DB0947
 DB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS328483(NAD 83)
 DB0947_MARKER: Q = CHISELED SQUARE
 DB0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0947_SP_SET: CANAL
 DB0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0947
 DB0947  HISTORY     - Date     Condition        Report By
 DB0947  HISTORY     - UNK      MONUMENTED       IID
 DB0947  HISTORY     - 1969     GOOD             NGS
 DB0947  HISTORY     - 1974     GOOD             NGS
 DB0947  HISTORY     - 1977     GOOD             IID
 DB0947
 DB0947                          STATION DESCRIPTION
 DB0947
 DB0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0947'3.4 MI SW FROM BRAWLEY.
 DB0947'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86, AND CADY
 DB0947'ROAD, FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD,
 DB0947'ABOUT 0.9 MILE SOUTH ALONG KALIN ROAD TO THE SANDAL CANAL AND
 DB0947'THE MARK NEAR THE, NEAR THE SW CORNER OF TRACT 41, SECTION 1.
 DB0947'SECTION 1, T 14 S, R 13 E.  NOTE-- A SQUARE CHIPPED ON THE WEST
 DB0947'UPSTREAM WINGWALL OF SANDAL COUNTY, DELIVERY 170.
 DB0947
 DB0947                          STATION RECOVERY (1974)
 DB0947
 DB0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0947'RECOVERED IN GOOD CONDITION.
 DB0947
 DB0947                          STATION RECOVERY (1977)
 DB0947
 DB0947'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0946 ***********************************************************************
 DB0946  DESIGNATION -  69 3 Y IID
 DB0946  PID         -  DB0946
 DB0946  STATE/COUNTY-  CA/IMPERIAL
 DB0946  USGS QUAD   -  BRAWLEY (1979)
 DB0946
 DB0946                         *CURRENT SURVEY CONTROL
 DB0946  ___________________________________________________________________
 DB0946* NAD 83(1986)-  32 58 18.     (N)    115 34 42.     (W)     SCALED    
 DB0946* NAVD 88     -       -30.396  (meters)     -99.72   (feet)  READJUSTED
 DB0946  ___________________________________________________________________
 DB0946  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DB0946  DYNAMIC HT  -         -30.360 (meters)     -99.61  (feet)  COMP
 DB0946  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DB0946
 DB0946  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0946
 DB0946.The horizontal coordinates were scaled from a topographic map and have
 DB0946.an estimated accuracy of +/- 6 seconds.
 DB0946
 DB0946.The orthometric height was determined by differential leveling
 DB0946.and adjusted in January 1995.
 DB0946.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0946.distribution rate of 1.1 thru 2.0 mm/km.
 DB0946.The height was derived from older observations constrained to new
 DB0946.heights in a crustal motion area.  The height is approximate in
 DB0946.relation to other heights in its vicinity.
 DB0946
 DB0946.The geoid height was determined by GEOID03.
 DB0946
 DB0946.The dynamic height is computed by dividing the NAVD 88
 DB0946.geopotential number by the normal gravity value computed on the
 DB0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0946.degrees latitude (g = 980.6199 gals.).
 DB0946
 DB0946.The modeled gravity was interpolated from observed gravity values.
 DB0946
 DB0946;                    North         East    Units  Estimated Accuracy
 DB0946;SPC CA 6     -   589,480.    2,062,790.      MT  (+/- 180 meters Scaled)
 DB0946
 DB0946                          SUPERSEDED SURVEY CONTROL
 DB0946
 DB0946  NGVD 29 (??/??/??)  -31.027  (m)         -101.79   (f) ADJUSTED    2 0
 DB0946
 DB0946.Superseded values are not recommended for survey control.
 DB0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0946.See file dsdata.txt to determine how the superseded data were derived.
 DB0946
 DB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS328490(NAD 83)
 DB0946_MARKER: S = SPIKE
 DB0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0946_SP_SET: POWER POLE
 DB0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0946
 DB0946  HISTORY     - Date     Condition        Report By
 DB0946  HISTORY     - UNK      MONUMENTED       IID
 DB0946  HISTORY     - 1969     GOOD             NGS
 DB0946  HISTORY     - 1974     GOOD             NGS
 DB0946  HISTORY     - 1977     GOOD             IID
 DB0946
 DB0946                          STATION DESCRIPTION
 DB0946
 DB0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0946'3 MI SW FROM BRAWLEY.
 DB0946'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY ROAD,
 DB0946'FROM THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT
 DB0946'0.5 MILE SOUTH ALONG KALIN ROAD TO WEBSTER ROAD.  SECTION 36,
 DB0946'T 13 S, R 13 E.  NOTE-- A 40 D SPIKE ON THE NORTH SIDE OF POWER
 DB0946'POLE NO. T-1395 200 FEET PLUS OR MINUS EAST OF THE WESTSIDE
 DB0946'MAIN CANAL, ON SOUTH SIDE OF WEBSTER ROAD, AND EAST OF KALIN
 DB0946'ROAD.
 DB0946
 DB0946                          STATION RECOVERY (1974)
 DB0946
 DB0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0946'RECOVERED IN GOOD CONDITION.
 DB0946
 DB0946                          STATION RECOVERY (1977)
 DB0946
 DB0946'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0945 ***********************************************************************
 DB0945  DESIGNATION -  69 3 Z IID
 DB0945  PID         -  DB0945
 DB0945  STATE/COUNTY-  CA/IMPERIAL
 DB0945  USGS QUAD   -  BRAWLEY (1979)
 DB0945
 DB0945                         *CURRENT SURVEY CONTROL
 DB0945  ___________________________________________________________________
 DB0945* NAD 83(1986)-  32 58 46.     (N)    115 34 44.     (W)     SCALED    
 DB0945* NAVD 88     -       -31.086  (meters)    -101.99   (feet)  READJUSTED
 DB0945  ___________________________________________________________________
 DB0945  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DB0945  DYNAMIC HT  -         -31.050 (meters)    -101.87  (feet)  COMP
 DB0945  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 DB0945
 DB0945  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0945
 DB0945.The horizontal coordinates were scaled from a topographic map and have
 DB0945.an estimated accuracy of +/- 6 seconds.
 DB0945
 DB0945.The orthometric height was determined by differential leveling
 DB0945.and adjusted in January 1995.
 DB0945.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0945.distribution rate of 1.1 thru 2.0 mm/km.
 DB0945.The height was derived from older observations constrained to new
 DB0945.heights in a crustal motion area.  The height is approximate in
 DB0945.relation to other heights in its vicinity.
 DB0945
 DB0945.The geoid height was determined by GEOID03.
 DB0945
 DB0945.The dynamic height is computed by dividing the NAVD 88
 DB0945.geopotential number by the normal gravity value computed on the
 DB0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0945.degrees latitude (g = 980.6199 gals.).
 DB0945
 DB0945.The modeled gravity was interpolated from observed gravity values.
 DB0945
 DB0945;                    North         East    Units  Estimated Accuracy
 DB0945;SPC CA 6     -   590,340.    2,062,730.      MT  (+/- 180 meters Scaled)
 DB0945
 DB0945                          SUPERSEDED SURVEY CONTROL
 DB0945
 DB0945  NGVD 29 (??/??/??)  -31.714  (m)         -104.05   (f) ADJUSTED    2 0
 DB0945
 DB0945.Superseded values are not recommended for survey control.
 DB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0945.See file dsdata.txt to determine how the superseded data were derived.
 DB0945
 DB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327499(NAD 83)
 DB0945_MARKER: Q = CHISELED SQUARE
 DB0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0945_SP_SET: CANAL
 DB0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0945
 DB0945  HISTORY     - Date     Condition        Report By
 DB0945  HISTORY     - UNK      MONUMENTED       IID
 DB0945  HISTORY     - 1969     GOOD             NGS
 DB0945  HISTORY     - 1974     GOOD             NGS
 DB0945  HISTORY     - 1977     GOOD             IID
 DB0945
 DB0945                          STATION DESCRIPTION
 DB0945
 DB0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0945'2.5 MI W FROM BRAWLEY.
 DB0945'ABOUT 2.5 MILES WEST ALONG MAIN STREET, HIGHWAY 86 AND CADY ROAD,
 DB0945'FROM THE POST OFFICE IN THE PLAZA, BRAWLEY TO KALIN ROAD AND
 DB0945'THE WESTSIDE MAIN CANAL, NEAR THE SOUTHEAST CORNER OF TRACT 44,
 DB0945'SECTION 36.  SECTION 36, T 13 S, R 13 E.  NOTE-- A SQUARE
 DB0945'CHIPPED ON THE WEST UPSTREAM WINGWALL OF CHECK IN WESTSIDE MAIN
 DB0945'CANAL FOR DELIVERIES 60 AND 61.
 DB0945
 DB0945                          STATION RECOVERY (1974)
 DB0945
 DB0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0945'RECOVERED IN GOOD CONDITION.
 DB0945
 DB0945                          STATION RECOVERY (1977)
 DB0945
 DB0945'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0941 ***********************************************************************
 DB0941  DESIGNATION -  69 4 A IID
 DB0941  PID         -  DB0941
 DB0941  STATE/COUNTY-  CA/IMPERIAL
 DB0941  USGS QUAD   -  BRAWLEY (1979)
 DB0941
 DB0941                         *CURRENT SURVEY CONTROL
 DB0941  ___________________________________________________________________
 DB0941* NAD 83(1986)-  32 58 58.     (N)    115 34 10.     (W)     SCALED    
 DB0941* NAVD 88     -       -32.061  (meters)    -105.19   (feet)  READJUSTED
 DB0941  ___________________________________________________________________
 DB0941  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DB0941  DYNAMIC HT  -         -32.030 (meters)    -105.09  (feet)  COMP
 DB0941  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DB0941
 DB0941  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0941
 DB0941.The horizontal coordinates were scaled from a topographic map and have
 DB0941.an estimated accuracy of +/- 6 seconds.
 DB0941
 DB0941.The orthometric height was determined by differential leveling
 DB0941.and adjusted in January 1995.
 DB0941.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0941.distribution rate of 1.1 thru 2.0 mm/km.
 DB0941.The height was derived from older observations constrained to new
 DB0941.heights in a crustal motion area.  The height is approximate in
 DB0941.relation to other heights in its vicinity.
 DB0941
 DB0941.The geoid height was determined by GEOID03.
 DB0941
 DB0941.The dynamic height is computed by dividing the NAVD 88
 DB0941.geopotential number by the normal gravity value computed on the
 DB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0941.degrees latitude (g = 980.6199 gals.).
 DB0941
 DB0941.The modeled gravity was interpolated from observed gravity values.
 DB0941
 DB0941;                    North         East    Units  Estimated Accuracy
 DB0941;SPC CA 6     -   590,720.    2,063,610.      MT  (+/- 180 meters Scaled)
 DB0941
 DB0941                          SUPERSEDED SURVEY CONTROL
 DB0941
 DB0941  NGVD 29 (??/??/??)  -32.686  (m)         -107.24   (f) ADJUSTED    2 0
 DB0941
 DB0941.Superseded values are not recommended for survey control.
 DB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0941.See file dsdata.txt to determine how the superseded data were derived.
 DB0941
 DB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS336502(NAD 83)
 DB0941_MARKER: Q = CHISELED SQUARE
 DB0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0941_SP_SET: CANAL
 DB0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0941
 DB0941  HISTORY     - Date     Condition        Report By
 DB0941  HISTORY     - UNK      MONUMENTED       IID
 DB0941  HISTORY     - 1969     GOOD             NGS
 DB0941  HISTORY     - 1974     GOOD             NGS
 DB0941  HISTORY     - 1977     GOOD             IID
 DB0941
 DB0941                          STATION DESCRIPTION
 DB0941
 DB0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0941'2.2 MI W FROM BRAWLEY.
 DB0941'ABOUT 2.0 MILES WEST ALONG MAIN STREET AND HIGHWAY 86, FROM THE
 DB0941'POST OFFICE IN THE PLAZA, BRAWLEY, TO THE SANDAL CANAL, ABOUT
 DB0941'0.25 MILES NORTH ALONG THE SANDAL CANAL TO THE CHECK FOR
 DB0941'DELIVERIES 189, NEAR THE SOUTHWEST CORNER OF TRACT 60, SECTION
 DB0941'31.  SECTION 31, T 13 S, R 14 E.  NOTE-- A SQUARE CHIPPED ON
 DB0941'THE CENTER OF THE WALKWAY ON CHECK IN SANDAL CANAL FOR DELIVERY
 DB0941'189.
 DB0941
 DB0941                          STATION RECOVERY (1974)
 DB0941
 DB0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0941'RECOVERED IN GOOD CONDITION.
 DB0941
 DB0941                          STATION RECOVERY (1977)
 DB0941
 DB0941'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0079 ***********************************************************************
 DW0079  DESIGNATION -  69 4 D IID
 DW0079  PID         -  DW0079
 DW0079  STATE/COUNTY-  CA/IMPERIAL
 DW0079  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0079
 DW0079                         *CURRENT SURVEY CONTROL
 DW0079  ___________________________________________________________________
 DW0079* NAD 83(1986)-  33 00 30.     (N)    115 34 44.     (W)     SCALED    
 DW0079* NAVD 88     -       -37.661  (meters)    -123.56   (feet)  READJUSTED
 DW0079  ___________________________________________________________________
 DW0079  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DW0079  DYNAMIC HT  -         -37.620 (meters)    -123.42  (feet)  COMP
 DW0079  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 DW0079
 DW0079  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DW0079
 DW0079.The horizontal coordinates were scaled from a topographic map and have
 DW0079.an estimated accuracy of +/- 6 seconds.
 DW0079
 DW0079.The orthometric height was determined by differential leveling
 DW0079.and adjusted in January 1995.
 DW0079.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DW0079.distribution rate of 1.1 thru 2.0 mm/km.
 DW0079.The height was derived from older observations constrained to new
 DW0079.heights in a crustal motion area.  The height is approximate in
 DW0079.relation to other heights in its vicinity.
 DW0079
 DW0079.The geoid height was determined by GEOID03.
 DW0079
 DW0079.The dynamic height is computed by dividing the NAVD 88
 DW0079.geopotential number by the normal gravity value computed on the
 DW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0079.degrees latitude (g = 980.6199 gals.).
 DW0079
 DW0079.The modeled gravity was interpolated from observed gravity values.
 DW0079
 DW0079;                    North         East    Units  Estimated Accuracy
 DW0079;SPC CA 6     -   593,550.    2,062,710.      MT  (+/- 180 meters Scaled)
 DW0079
 DW0079                          SUPERSEDED SURVEY CONTROL
 DW0079
 DW0079  NGVD 29 (??/??/??)  -38.274  (m)         -125.57   (f) ADJUSTED    2 0
 DW0079
 DW0079.Superseded values are not recommended for survey control.
 DW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0079.See file dsdata.txt to determine how the superseded data were derived.
 DW0079
 DW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327531(NAD 83)
 DW0079_MARKER: Q = CHISELED SQUARE
 DW0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0079_SP_SET: WINGWALL
 DW0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0079
 DW0079  HISTORY     - Date     Condition        Report By
 DW0079  HISTORY     - UNK      MONUMENTED       IID
 DW0079  HISTORY     - 1969     GOOD             NGS
 DW0079  HISTORY     - 1977     GOOD             IID
 DW0079
 DW0079                          STATION DESCRIPTION
 DW0079
 DW0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DW0079'4.4 MI NW FROM BRAWLEY.
 DW0079'ABOUT 2.8 MILES WEST ALONG MAIN STREET, AND HIGHWAY 86, FROM THE
 DW0079'POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT 1.6 MILES
 DW0079'NORTH ALONG KALIN ROAD TO THE TAMARACK CANAL HEADGATE IN THE
 DW0079'WESTSIDE MAIN CANAL, ON THE WEST SIDE OF THE ROAD, NEAR THE
 DW0079'SOUTHEAST CORNER OF TRACT 67, SECTION 24.  A SQUARE CHIPPED ON
 DW0079'THE EAST UPSTREAM WINGWALL OF TAMARACK CANAL HEADGATE IN THE
 DW0079'WESTSIDE MAIN CANAL.  SECTION 24, T13S, R13E.
 DW0079
 DW0079                          STATION RECOVERY (1977)
 DW0079
 DW0079'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0077 ***********************************************************************
 DW0077  DESIGNATION -  69 4 E IID
 DW0077  PID         -  DW0077
 DW0077  STATE/COUNTY-  CA/IMPERIAL
 DW0077  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0077
 DW0077                         *CURRENT SURVEY CONTROL
 DW0077  ___________________________________________________________________
 DW0077* NAD 83(1986)-  33 00 56.     (N)    115 34 43.     (W)     SCALED    
 DW0077* NAVD 88     -       -40.434  (meters)    -132.66   (feet)  READJUSTED
 DW0077  ___________________________________________________________________
 DW0077  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DW0077  DYNAMIC HT  -         -40.390 (meters)    -132.51  (feet)  COMP
 DW0077  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DW0077
 DW0077  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DW0077
 DW0077.The horizontal coordinates were scaled from a topographic map and have
 DW0077.an estimated accuracy of +/- 6 seconds.
 DW0077
 DW0077.The orthometric height was determined by differential leveling
 DW0077.and adjusted in January 1995.
 DW0077.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DW0077.distribution rate of 4.1 thru 8.0 mm/km.
 DW0077.The height was derived from older observations constrained to new
 DW0077.heights in a crustal motion area.  The height is approximate in
 DW0077.relation to other heights in its vicinity.
 DW0077
 DW0077.The geoid height was determined by GEOID03.
 DW0077
 DW0077.The dynamic height is computed by dividing the NAVD 88
 DW0077.geopotential number by the normal gravity value computed on the
 DW0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0077.degrees latitude (g = 980.6199 gals.).
 DW0077
 DW0077.The modeled gravity was interpolated from observed gravity values.
 DW0077
 DW0077;                    North         East    Units  Estimated Accuracy
 DW0077;SPC CA 6     -   594,350.    2,062,730.      MT  (+/- 180 meters Scaled)
 DW0077
 DW0077                          SUPERSEDED SURVEY CONTROL
 DW0077
 DW0077  NGVD 29 (??/??/??)  -41.046  (m)         -134.67   (f) ADJUSTED    2 0
 DW0077
 DW0077.Superseded values are not recommended for survey control.
 DW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0077.See file dsdata.txt to determine how the superseded data were derived.
 DW0077
 DW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327539(NAD 83)
 DW0077_MARKER: Q = CHISELED SQUARE
 DW0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0077_SP_SET: WINGWALL
 DW0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0077
 DW0077  HISTORY     - Date     Condition        Report By
 DW0077  HISTORY     - UNK      MONUMENTED       IID
 DW0077  HISTORY     - 1969     GOOD             NGS
 DW0077  HISTORY     - 1977     GOOD             IID
 DW0077
 DW0077                          STATION DESCRIPTION
 DW0077
 DW0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DW0077'4.9 MI NW FROM BRAWLEY.
 DW0077'ABOUT 2.8 MILES WESTERLY ALONG MAIN STREET, AND HIGHWAY 86, FROM
 DW0077'THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT 2.1
 DW0077'MILES NORTH ALONG KALIN ROAD TO ANDRE ROAD, AT THE NORTHWEST
 DW0077'CORNER OF THE INTERSECTION, NEAR THE SOUTHEAST CORNER OF TRACT
 DW0077'71, SECTION 13.  A SQUARE CHIPPED ON THE EAST DOWNSTREAM WINGWALL
 DW0077'OF TAMARACK CANAL SIPHON UNDER ANDRE ROAD.  SECTION 13, T13S, R13E.
 DW0077
 DW0077                          STATION RECOVERY (1977)
 DW0077
 DW0077'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0075 ***********************************************************************
 DW0075  DESIGNATION -  69 4 F IID
 DW0075  PID         -  DW0075
 DW0075  STATE/COUNTY-  CA/IMPERIAL
 DW0075  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0075
 DW0075                         *CURRENT SURVEY CONTROL
 DW0075  ___________________________________________________________________
 DW0075* NAD 83(1986)-  33 01 23.     (N)    115 34 43.     (W)     SCALED    
 DW0075* NAVD 88     -       -41.164  (meters)    -135.05   (feet)  READJUSTED
 DW0075  ___________________________________________________________________
 DW0075  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DW0075  DYNAMIC HT  -         -41.120 (meters)    -134.91  (feet)  COMP
 DW0075  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DW0075
 DW0075  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DW0075
 DW0075.The horizontal coordinates were scaled from a topographic map and have
 DW0075.an estimated accuracy of +/- 6 seconds.
 DW0075
 DW0075.The orthometric height was determined by differential leveling
 DW0075.and adjusted in January 1995.
 DW0075.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DW0075.distribution rate of 1.1 thru 2.0 mm/km.
 DW0075.The height was derived from older observations constrained to new
 DW0075.heights in a crustal motion area.  The height is approximate in
 DW0075.relation to other heights in its vicinity.
 DW0075
 DW0075.The geoid height was determined by GEOID03.
 DW0075
 DW0075.The dynamic height is computed by dividing the NAVD 88
 DW0075.geopotential number by the normal gravity value computed on the
 DW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0075.degrees latitude (g = 980.6199 gals.).
 DW0075
 DW0075.The modeled gravity was interpolated from observed gravity values.
 DW0075
 DW0075;                    North         East    Units  Estimated Accuracy
 DW0075;SPC CA 6     -   595,180.    2,062,730.      MT  (+/- 180 meters Scaled)
 DW0075
 DW0075                          SUPERSEDED SURVEY CONTROL
 DW0075
 DW0075  NGVD 29 (??/??/??)  -41.771  (m)         -137.04   (f) ADJUSTED    2 0
 DW0075
 DW0075.Superseded values are not recommended for survey control.
 DW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0075.See file dsdata.txt to determine how the superseded data were derived.
 DW0075
 DW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327547(NAD 83)
 DW0075_MARKER: Q = CHISELED SQUARE
 DW0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0075_SP_SET: WINGWALL
 DW0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0075
 DW0075  HISTORY     - Date     Condition        Report By
 DW0075  HISTORY     - UNK      MONUMENTED       IID
 DW0075  HISTORY     - 1969     GOOD             NGS
 DW0075  HISTORY     - 1977     GOOD             IID
 DW0075
 DW0075                          STATION DESCRIPTION
 DW0075
 DW0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DW0075'5.4 MI NW FROM BRAWLEY.
 DW0075'ABOUT 2.8 MILES WESTERLY ALONG MAIN STREET AND HIGHWAY 86, FROM
 DW0075'THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT 2.6
 DW0075'MILES NORTH ALONG KALIN ROAD TO A CHECK IN THE TAMARACK CANAL
 DW0075'AT DELIVERIES 199 AND 200 ON THE WEST SIDE OF THE ROAD, NEAR THE
 DW0075'SE CORNER OF TRACK 74, SECTION 13.  A SQUARE CHIPPED ON THE WEST
 DW0075'UPSTREAM WINGWALL OF CHECK IN TAMARACK CANAL AT DELIVERIES 199
 DW0075'AND 200.  SECTION 13, T13S, R13E.
 DW0075
 DW0075                          STATION RECOVERY (1977)
 DW0075
 DW0075'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0074 ***********************************************************************
 DW0074  DESIGNATION -  69 4 G IID
 DW0074  PID         -  DW0074
 DW0074  STATE/COUNTY-  CA/IMPERIAL
 DW0074  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0074
 DW0074                         *CURRENT SURVEY CONTROL
 DW0074  ___________________________________________________________________
 DW0074* NAD 83(1986)-  33 01 41.     (N)    115 34 43.     (W)     SCALED    
 DW0074* NAVD 88     -       -42.268  (meters)    -138.67   (feet)  READJUSTED
 DW0074  ___________________________________________________________________
 DW0074  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DW0074  DYNAMIC HT  -         -42.220 (meters)    -138.52  (feet)  COMP
 DW0074  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DW0074
 DW0074  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DW0074
 DW0074.The horizontal coordinates were scaled from a topographic map and have
 DW0074.an estimated accuracy of +/- 6 seconds.
 DW0074
 DW0074.The orthometric height was determined by differential leveling
 DW0074.and adjusted in January 1995.
 DW0074.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DW0074.distribution rate of 1.1 thru 2.0 mm/km.
 DW0074.The height was derived from older observations constrained to new
 DW0074.heights in a crustal motion area.  The height is approximate in
 DW0074.relation to other heights in its vicinity.
 DW0074
 DW0074.The geoid height was determined by GEOID03.
 DW0074
 DW0074.The dynamic height is computed by dividing the NAVD 88
 DW0074.geopotential number by the normal gravity value computed on the
 DW0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0074.degrees latitude (g = 980.6199 gals.).
 DW0074
 DW0074.The modeled gravity was interpolated from observed gravity values.
 DW0074
 DW0074;                    North         East    Units  Estimated Accuracy
 DW0074;SPC CA 6     -   595,730.    2,062,720.      MT  (+/- 180 meters Scaled)
 DW0074
 DW0074                          SUPERSEDED SURVEY CONTROL
 DW0074
 DW0074  NGVD 29 (??/??/??)  -42.875  (m)         -140.67   (f) ADJUSTED    2 0
 DW0074
 DW0074.Superseded values are not recommended for survey control.
 DW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0074.See file dsdata.txt to determine how the superseded data were derived.
 DW0074
 DW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327552(NAD 83)
 DW0074_MARKER: Q = CHISELED SQUARE
 DW0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0074_SP_SET: WINGWALL
 DW0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0074
 DW0074  HISTORY     - Date     Condition        Report By
 DW0074  HISTORY     - UNK      MONUMENTED       IID
 DW0074  HISTORY     - 1969     GOOD             NGS
 DW0074  HISTORY     - 1977     GOOD             IID
 DW0074
 DW0074                          STATION DESCRIPTION
 DW0074
 DW0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DW0074'5.6 MI NW FROM BRAWLEY.
 DW0074'ABOUT 2.8 MILES WESTERLY ALONG MAIN STREET AND HIGHWAY 86, FROM
 DW0074'THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT 2.8
 DW0074'MILES NORTH ALONG KALIN ROAD, TO A CHECK IN THE TAMARACK CANAL
 DW0074'FOR DELIVERIES 200A, ON THE WEST SIDE OF THE ROAD, NEAR THE CENTER
 DW0074'OF THE EAST LINE OF TRACK 74, SECTION 13.  A SQUARE CHIPPED ON THE
 DW0074'EAST UPSTREAM WINGWALL OF CHECK IN TAMARACK CANAL AT DELIVERY
 DW0074'200A.  SECTION 13, T13S, R13E.
 DW0074
 DW0074                          STATION RECOVERY (1977)
 DW0074
 DW0074'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0073 ***********************************************************************
 DW0073  DESIGNATION -  69 4 H IID
 DW0073  PID         -  DW0073
 DW0073  STATE/COUNTY-  CA/IMPERIAL
 DW0073  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0073
 DW0073                         *CURRENT SURVEY CONTROL
 DW0073  ___________________________________________________________________
 DW0073* NAD 83(1986)-  33 01 48.     (N)    115 34 43.     (W)     SCALED    
 DW0073* NAVD 88     -       -42.965  (meters)    -140.96   (feet)  READJUSTED
 DW0073  ___________________________________________________________________
 DW0073  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DW0073  DYNAMIC HT  -         -42.920 (meters)    -140.81  (feet)  COMP
 DW0073  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 DW0073
 DW0073  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DW0073
 DW0073.The horizontal coordinates were scaled from a topographic map and have
 DW0073.an estimated accuracy of +/- 6 seconds.
 DW0073
 DW0073.The orthometric height was determined by differential leveling
 DW0073.and adjusted in January 1995.
 DW0073.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DW0073.distribution rate of 1.1 thru 2.0 mm/km.
 DW0073.The height was derived from older observations constrained to new
 DW0073.heights in a crustal motion area.  The height is approximate in
 DW0073.relation to other heights in its vicinity.
 DW0073
 DW0073.The geoid height was determined by GEOID03.
 DW0073
 DW0073.The dynamic height is computed by dividing the NAVD 88
 DW0073.geopotential number by the normal gravity value computed on the
 DW0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0073.degrees latitude (g = 980.6199 gals.).
 DW0073
 DW0073.The modeled gravity was interpolated from observed gravity values.
 DW0073
 DW0073;                    North         East    Units  Estimated Accuracy
 DW0073;SPC CA 6     -   595,950.    2,062,720.      MT  (+/- 180 meters Scaled)
 DW0073
 DW0073                          SUPERSEDED SURVEY CONTROL
 DW0073
 DW0073  NGVD 29 (??/??/??)  -43.570  (m)         -142.95   (f) ADJUSTED    2 0
 DW0073
 DW0073.Superseded values are not recommended for survey control.
 DW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0073.See file dsdata.txt to determine how the superseded data were derived.
 DW0073
 DW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327555(NAD 83)
 DW0073_MARKER: Q = CHISELED SQUARE
 DW0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0073_SP_SET: WINGWALL
 DW0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0073
 DW0073  HISTORY     - Date     Condition        Report By
 DW0073  HISTORY     - UNK      MONUMENTED       IID
 DW0073  HISTORY     - 1969     GOOD             NGS
 DW0073  HISTORY     - 1977     GOOD             IID
 DW0073
 DW0073                          STATION DESCRIPTION
 DW0073
 DW0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DW0073'6 MI NW FROM BRAWLEY.
 DW0073'ABOUT 2.8 MILES WESTERLY ALONG MAIN STREET, AND HIGHWAY 86, FROM
 DW0073'THE POST OFFIC IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT 3.2
 DW0073'MILES NORTH ALONG KALIN ROAD TO BAUGHAM ROAD, AT THE NORTHWEST
 DW0073'CORNER OF THE INTERSECTION, NEAR THE SOUTHEAST CORNER OF TRACT 77,
 DW0073'SECTION 12.  A SQUARE CHIPPED ON THE EAST DOWNSTREAM WINGWALL OF
 DW0073'THE OUTLET HEADWALL OF TAMARACK CANAL SIPHON UNDER BAUGHMAN ROAD.
 DW0073'SECTION 12, T13S, R13E.
 DW0073
 DW0073                          STATION RECOVERY (1977)
 DW0073
 DW0073'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0072 ***********************************************************************
 DW0072  DESIGNATION -  69 4 J IID
 DW0072  PID         -  DW0072
 DW0072  STATE/COUNTY-  CA/IMPERIAL
 DW0072  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0072
 DW0072                         *CURRENT SURVEY CONTROL
 DW0072  ___________________________________________________________________
 DW0072* NAD 83(1986)-  33 02 02.     (N)    115 34 43.     (W)     SCALED    
 DW0072* NAVD 88     -       -43.736  (meters)    -143.49   (feet)  READJUSTED
 DW0072  ___________________________________________________________________
 DW0072  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DW0072  DYNAMIC HT  -         -43.690 (meters)    -143.34  (feet)  COMP
 DW0072  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 DW0072
 DW0072  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DW0072
 DW0072.The horizontal coordinates were scaled from a topographic map and have
 DW0072.an estimated accuracy of +/- 6 seconds.
 DW0072
 DW0072.The orthometric height was determined by differential leveling
 DW0072.and adjusted in January 1995.
 DW0072.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DW0072.distribution rate of 1.1 thru 2.0 mm/km.
 DW0072.The height was derived from older observations constrained to new
 DW0072.heights in a crustal motion area.  The height is approximate in
 DW0072.relation to other heights in its vicinity.
 DW0072
 DW0072.The geoid height was determined by GEOID03.
 DW0072
 DW0072.The dynamic height is computed by dividing the NAVD 88
 DW0072.geopotential number by the normal gravity value computed on the
 DW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0072.degrees latitude (g = 980.6199 gals.).
 DW0072
 DW0072.The modeled gravity was interpolated from observed gravity values.
 DW0072
 DW0072;                    North         East    Units  Estimated Accuracy
 DW0072;SPC CA 6     -   596,380.    2,062,720.      MT  (+/- 180 meters Scaled)
 DW0072
 DW0072                          SUPERSEDED SURVEY CONTROL
 DW0072
 DW0072  NGVD 29 (??/??/??)  -44.340  (m)         -145.47   (f) ADJUSTED    2 0
 DW0072
 DW0072.Superseded values are not recommended for survey control.
 DW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0072.See file dsdata.txt to determine how the superseded data were derived.
 DW0072
 DW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327559(NAD 83)
 DW0072_MARKER: B = BOLT
 DW0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0072_SP_SET: WINGWALL
 DW0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0072
 DW0072  HISTORY     - Date     Condition        Report By
 DW0072  HISTORY     - UNK      MONUMENTED       IID
 DW0072  HISTORY     - 1969     GOOD             NGS
 DW0072  HISTORY     - 1977     GOOD             IID
 DW0072
 DW0072                          STATION DESCRIPTION
 DW0072
 DW0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DW0072'6.2 MI NW FROM BRAWLEY.
 DW0072'ABOUT 2.8 MILES WESTERLY ALONG MAIN STREET AND HIGHWAY 86, FROM
 DW0072'THE POST OFFICE IN THE PLAZA, BRAWLEY, TO KALIN ROAD, ABOUT 3.4
 DW0072'MILES NORTH ALONG KALIN ROAD TO A CHECK IN THE TAMARACK CANAL AT
 DW0072'DELIVERY 201, ON THE WEST SIDE OF THE ROAD, NEAR THE CENTER OF THE
 DW0072'EAST LINE OF TRACK 77, SECTION 12.  A 3/4 IN BOLT HEAD ON THE EAST
 DW0072'UPSTREAM WINGWALL OF CHECK IN TAMARACK CANAL AT DELIVERY 2C.
 DW0072'SECTION 12, T13S, R13E.
 DW0072
 DW0072                          STATION RECOVERY (1977)
 DW0072
 DW0072'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5378 ***********************************************************************
 EW5378  DESIGNATION -  69 8 V CO
 EW5378  PID         -  EW5378
 EW5378  STATE/COUNTY-  CA/VENTURA
 EW5378  USGS QUAD   -  MATILIJA (1988)
 EW5378
 EW5378                         *CURRENT SURVEY CONTROL
 EW5378  ___________________________________________________________________
 EW5378* NAD 83(1986)-  34 26 50.     (N)    119 16 16.     (W)     SCALED    
 EW5378* NAVD 88     -       227.047  (meters)     744.90   (feet)  ADJUSTED  
 EW5378  ___________________________________________________________________
 EW5378  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EW5378  DYNAMIC HT  -         226.807 (meters)     744.12  (feet)  COMP
 EW5378  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 EW5378
 EW5378  VERT ORDER  -  FIRST     CLASS I
 EW5378
 EW5378.The horizontal coordinates were scaled from a topographic map and have
 EW5378.an estimated accuracy of +/- 6 seconds.
 EW5378
 EW5378.The orthometric height was determined by differential leveling
 EW5378.and adjusted in June 1991.
 EW5378
 EW5378.The geoid height was determined by GEOID03.
 EW5378
 EW5378.The dynamic height is computed by dividing the NAVD 88
 EW5378.geopotential number by the normal gravity value computed on the
 EW5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5378.degrees latitude (g = 980.6199 gals.).
 EW5378
 EW5378.The modeled gravity was interpolated from observed gravity values.
 EW5378
 EW5378;                    North         East    Units  Estimated Accuracy
 EW5378;SPC CA 5     -   605,810.    1,883,200.      MT  (+/- 180 meters Scaled)
 EW5378
 EW5378                          SUPERSEDED SURVEY CONTROL
 EW5378
 EW5378  NGVD 29 (??/??/92)  226.275  (m)          742.37   (f) ADJ UNCH    1 1
 EW5378
 EW5378.Superseded values are not recommended for survey control.
 EW5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5378.See file dsdata.txt to determine how the superseded data were derived.
 EW5378
 EW5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU913140(NAD 83)
 EW5378
 EW5378  HISTORY     - Date     Condition        Report By
 EW5378  HISTORY     - UNK      MONUMENTED
 EW5378  HISTORY     - 1977     GOOD             NGS
 EW5378  HISTORY     - 1983     GOOD             USGS
 EW5378
 EW5378                          STATION DESCRIPTION
 EW5378
 EW5378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5378'1.7 MI NW FROM OJAI.
 EW5378'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5378'OJAI, THENCE 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5378'JUNCTION OF EL ROBLAR DRIVE AND CUYAMA ROAD, 100.0 FT. WEST FROM THE
 EW5378'CENTER LINE OF THE HIGHWAY, IN THE CENTER LINE OF EL ROBLAR DRIVE
 EW5378'UNDER A TRIANGULAR STEEL PLATE, INSIDE A 6-INCH CYLINDRICAL CONCRETE
 EW5378'WELL 16 INCHES BELOW THE STREET, 74.4 FT. EAST OF A FIRE HYDRANT, 63.6
 EW5378'FT. NORTHWEST OF THE NORTH END OF THE SOUTHEAST HEAD WALL OF CULVERT
 EW5378'11.99, 38.9 FT. SOUTHWEST OF A POWER POLE SUPPORTING AN UNDERGROUND
 EW5378'CABLE SIGN, 20.5 FT. SOUTH OF A CHAIN LINK FENCE.
 EW5378
 EW5378                          STATION RECOVERY (1983)
 EW5378
 EW5378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9177 ***********************************************************************
 JT9177  DESIGNATION -  69 A
 JT9177  PID         -  JT9177
 JT9177  STATE/COUNTY-  CA/NAPA
 JT9177  USGS QUAD   -  NAPA (1980)
 JT9177
 JT9177                         *CURRENT SURVEY CONTROL
 JT9177  ___________________________________________________________________
 JT9177* NAD 83(1986)-  38 18 12.     (N)    122 15 04.     (W)     SCALED    
 JT9177* NAVD 88     -        48.39   (+/-2cm)     158.8    (feet)  VERTCON   
 JT9177  ___________________________________________________________________
 JT9177  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9177  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9177
 JT9177.The horizontal coordinates were scaled from a topographic map and have
 JT9177.an estimated accuracy of +/- 6 seconds.
 JT9177
 JT9177.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9177.The vertical order pertains to the NGVD 29 superseded value.
 JT9177
 JT9177.The geoid height was determined by GEOID03.
 JT9177
 JT9177;                    North         East    Units  Estimated Accuracy
 JT9177;SPC CA 2     -   570,710.    1,978,040.      MT  (+/- 180 meters Scaled)
 JT9177
 JT9177                          SUPERSEDED SURVEY CONTROL
 JT9177
 JT9177  NGVD 29 (??/??/92)   47.599  (m)          156.16   (f) ADJ UNCH    2 2
 JT9177
 JT9177.Superseded values are not recommended for survey control.
 JT9177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9177.See file dsdata.txt to determine how the superseded data were derived.
 JT9177
 JT9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH654397(NAD 83)
 JT9177_MARKER: DD = SURVEY DISK
 JT9177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9177_SP_SET: CONCRETE POST
 JT9177_MARK LOGO: CA2330
 JT9177_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9177+STABILITY: SURFACE MOTION
 JT9177
 JT9177  HISTORY     - Date     Condition        Report By
 JT9177  HISTORY     - 1971     MONUMENTED       CA2330
 JT9177
 JT9177                          STATION DESCRIPTION
 JT9177
 JT9177'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9177'ALONG NORTH AVENUE AT NO. 2040, 10 FT (3.0 M) NORTH OF CENTERLINE, A
 JT9177'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0302 ***********************************************************************
 DB0302  DESIGNATION -  69 A IID
 DB0302  PID         -  DB0302
 DB0302  STATE/COUNTY-  CA/IMPERIAL
 DB0302  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0302
 DB0302                         *CURRENT SURVEY CONTROL
 DB0302  ___________________________________________________________________
 DB0302* NAD 83(1986)-  32 39 47.     (N)    115 39 52.     (W)     SCALED    
 DB0302* NAVD 88     -        -2.591  (meters)      -8.50   (feet)  READJUSTED
 DB0302  ___________________________________________________________________
 DB0302  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DB0302  DYNAMIC HT  -          -2.590 (meters)      -8.50  (feet)  COMP
 DB0302  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 DB0302
 DB0302  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0302
 DB0302.The horizontal coordinates were scaled from a topographic map and have
 DB0302.an estimated accuracy of +/- 6 seconds.
 DB0302
 DB0302.The orthometric height was determined by differential leveling
 DB0302.and adjusted in January 1995.
 DB0302.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0302.distribution rate of 0.0 thru 1.0 mm/km.
 DB0302.The height was derived from older observations constrained to new
 DB0302.heights in a crustal motion area.  The height is approximate in
 DB0302.relation to other heights in its vicinity.
 DB0302
 DB0302.The geoid height was determined by GEOID03.
 DB0302
 DB0302.The dynamic height is computed by dividing the NAVD 88
 DB0302.geopotential number by the normal gravity value computed on the
 DB0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0302.degrees latitude (g = 980.6199 gals.).
 DB0302
 DB0302.The modeled gravity was interpolated from observed gravity values.
 DB0302
 DB0302;                    North         East    Units  Estimated Accuracy
 DB0302;SPC CA 6     -   555,210.    2,054,930.      MT  (+/- 180 meters Scaled)
 DB0302
 DB0302                          SUPERSEDED SURVEY CONTROL
 DB0302
 DB0302  NGVD 29 (??/??/??)   -3.297  (m)          -10.82   (f) ADJUSTED    2 0
 DB0302
 DB0302.Superseded values are not recommended for survey control.
 DB0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0302.See file dsdata.txt to determine how the superseded data were derived.
 DB0302
 DB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS252147(NAD 83)
 DB0302_MARKER: Q = CHISELED SQUARE
 DB0302_SETTING: 0 = UNSPECIFIED SETTING
 DB0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0302
 DB0302  HISTORY     - Date     Condition        Report By
 DB0302  HISTORY     - UNK      MONUMENTED       IID
 DB0302  HISTORY     - 1969     GOOD             NGS
 DB0302  HISTORY     - 1974     GOOD             NGS
 DB0302  HISTORY     - 1977     GOOD             IID
 DB0302
 DB0302                          STATION DESCRIPTION
 DB0302
 DB0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0302'9.4 MI S FROM SEELEY.
 DB0302'ABOUT 8.1 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0302'IN SEELEY, TO HIGHWAY 98, ABOUT 0.1 MILES WEST ALONG HIGHWAY
 DB0302'98 TO THE WESTSIDE MAIN CANAL, ABOUT 1.2 MILES SOUTH ALONG THE
 DB0302'WEST BANK OF THE CANAL TO WESTSIDE MAIN PUMP DELIVERY A.
 DB0302'SECTION 20, T 17 S., R 13 E.  NOTE-- A SQUARE CHIPPED ON THE
 DB0302'NORTH UPSTREAM CURVED CONCRETE WINGWALL OF PUMP DELIVERY A.
 DB0302
 DB0302                          STATION RECOVERY (1974)
 DB0302
 DB0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0302'RECOVERED IN GOOD CONDITION.
 DB0302
 DB0302                          STATION RECOVERY (1977)
 DB0302
 DB0302'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0304 ***********************************************************************
 DB0304  DESIGNATION -  69 B IID
 DB0304  PID         -  DB0304
 DB0304  STATE/COUNTY-  CA/IMPERIAL
 DB0304  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0304
 DB0304                         *CURRENT SURVEY CONTROL
 DB0304  ___________________________________________________________________
 DB0304* NAD 83(1986)-  32 39 55.     (N)    115 39 55.     (W)     SCALED    
 DB0304* NAVD 88     -        -2.489  (meters)      -8.17   (feet)  READJUSTED
 DB0304  ___________________________________________________________________
 DB0304  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB0304  DYNAMIC HT  -          -2.490 (meters)      -8.17  (feet)  COMP
 DB0304  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DB0304
 DB0304  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0304
 DB0304.The horizontal coordinates were scaled from a topographic map and have
 DB0304.an estimated accuracy of +/- 6 seconds.
 DB0304
 DB0304.The orthometric height was determined by differential leveling
 DB0304.and adjusted in January 1995.
 DB0304.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0304.distribution rate of 0.0 thru 1.0 mm/km.
 DB0304.The height was derived from older observations constrained to new
 DB0304.heights in a crustal motion area.  The height is approximate in
 DB0304.relation to other heights in its vicinity.
 DB0304
 DB0304.The geoid height was determined by GEOID03.
 DB0304
 DB0304.The dynamic height is computed by dividing the NAVD 88
 DB0304.geopotential number by the normal gravity value computed on the
 DB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0304.degrees latitude (g = 980.6199 gals.).
 DB0304
 DB0304.The modeled gravity was interpolated from observed gravity values.
 DB0304
 DB0304;                    North         East    Units  Estimated Accuracy
 DB0304;SPC CA 6     -   555,450.    2,054,850.      MT  (+/- 180 meters Scaled)
 DB0304
 DB0304                          SUPERSEDED SURVEY CONTROL
 DB0304
 DB0304  NGVD 29 (??/??/??)   -3.194  (m)          -10.48   (f) ADJUSTED    2 0
 DB0304
 DB0304.Superseded values are not recommended for survey control.
 DB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0304.See file dsdata.txt to determine how the superseded data were derived.
 DB0304
 DB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS251149(NAD 83)
 DB0304_MARKER: Q = CHISELED SQUARE
 DB0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0304_SP_SET: CANAL
 DB0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0304
 DB0304  HISTORY     - Date     Condition        Report By
 DB0304  HISTORY     - UNK      MONUMENTED       IID
 DB0304  HISTORY     - 1969     GOOD             NGS
 DB0304  HISTORY     - 1974     GOOD             NGS
 DB0304  HISTORY     - 1977     GOOD             IID
 DB0304
 DB0304                          STATION DESCRIPTION
 DB0304
 DB0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0304'9.3 MI S FROM SEELEY.
 DB0304'ABOUT 8.1 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0304'IN SEELEY, TO HIGHWAY 98, ABOUT 0.1 MILES WEST ALONG HIGHWAY 98
 DB0304'TO THE WESTSIDE MAIN CANAL, ABOUT 1.1 MILES SOUTH ALONG THE
 DB0304'WEST BANK OF THE CANAL TO WESTSIDE MAIN DROP NO. 1, NEAR THE
 DB0304'NORTH 1/4 CORNER OF SECTION 20.  SECTION 20, T 17 S., R 13 E.
 DB0304'NOTE-- A SQUARE CHIPPED ON THE WEST UPSTREAM WINGWALL OF
 DB0304'WESTSIDE MAIN DROP NO. 1.
 DB0304
 DB0304                          STATION RECOVERY (1974)
 DB0304
 DB0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0304'RECOVERED IN GOOD CONDITION.
 DB0304
 DB0304                          STATION RECOVERY (1977)
 DB0304
 DB0304'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9179 ***********************************************************************
 JT9179  DESIGNATION -  69 C
 JT9179  PID         -  JT9179
 JT9179  STATE/COUNTY-  CA/NAPA
 JT9179  USGS QUAD   -  MT GEORGE (1973)
 JT9179
 JT9179                         *CURRENT SURVEY CONTROL
 JT9179  ___________________________________________________________________
 JT9179* NAD 83(1986)-  38 18 12.     (N)    122 14 40.     (W)     SCALED    
 JT9179* NAVD 88     -        38.40   (+/-2cm)     126.0    (feet)  VERTCON   
 JT9179  ___________________________________________________________________
 JT9179  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9179  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9179
 JT9179.The horizontal coordinates were scaled from a topographic map and have
 JT9179.an estimated accuracy of +/- 6 seconds.
 JT9179
 JT9179.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9179.The vertical order pertains to the NGVD 29 superseded value.
 JT9179
 JT9179.The geoid height was determined by GEOID03.
 JT9179
 JT9179;                    North         East    Units  Estimated Accuracy
 JT9179;SPC CA 2     -   570,700.    1,978,620.      MT  (+/- 180 meters Scaled)
 JT9179
 JT9179                          SUPERSEDED SURVEY CONTROL
 JT9179
 JT9179  NGVD 29 (??/??/92)   37.606  (m)          123.38   (f) ADJ UNCH    2 2
 JT9179
 JT9179.Superseded values are not recommended for survey control.
 JT9179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9179.See file dsdata.txt to determine how the superseded data were derived.
 JT9179
 JT9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH660397(NAD 83)
 JT9179_MARKER: DD = SURVEY DISK
 JT9179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9179_SP_SET: CONCRETE POST
 JT9179_MARK LOGO: CA2330
 JT9179_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9179+STABILITY: SURFACE MOTION
 JT9179
 JT9179  HISTORY     - Date     Condition        Report By
 JT9179  HISTORY     - 1971     MONUMENTED       CA2330
 JT9179
 JT9179                          STATION DESCRIPTION
 JT9179
 JT9179'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9179'ALONG NORTH AVENUE AT INTERSECTION WITH SECOND AVENUE, 10 FEET BY 10
 JT9179'FT (3.0 M) NORTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0306 ***********************************************************************
 DB0306  DESIGNATION -  69 C IID
 DB0306  PID         -  DB0306
 DB0306  STATE/COUNTY-  CA/IMPERIAL
 DB0306  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0306
 DB0306                         *CURRENT SURVEY CONTROL
 DB0306  ___________________________________________________________________
 DB0306* NAD 83(1986)-  32 40 44.     (N)    115 40 27.     (W)     SCALED    
 DB0306* NAVD 88     -        -3.098  (meters)     -10.16   (feet)  READJUSTED
 DB0306  ___________________________________________________________________
 DB0306  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB0306  DYNAMIC HT  -          -3.090 (meters)     -10.14  (feet)  COMP
 DB0306  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 DB0306
 DB0306  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0306
 DB0306.The horizontal coordinates were scaled from a topographic map and have
 DB0306.an estimated accuracy of +/- 6 seconds.
 DB0306
 DB0306.The orthometric height was determined by differential leveling
 DB0306.and adjusted in January 1995.
 DB0306.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0306.distribution rate of 0.0 thru 1.0 mm/km.
 DB0306.The height was derived from older observations constrained to new
 DB0306.heights in a crustal motion area.  The height is approximate in
 DB0306.relation to other heights in its vicinity.
 DB0306
 DB0306.The geoid height was determined by GEOID03.
 DB0306
 DB0306.The dynamic height is computed by dividing the NAVD 88
 DB0306.geopotential number by the normal gravity value computed on the
 DB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0306.degrees latitude (g = 980.6199 gals.).
 DB0306
 DB0306.The modeled gravity was interpolated from observed gravity values.
 DB0306
 DB0306;                    North         East    Units  Estimated Accuracy
 DB0306;SPC CA 6     -   556,960.    2,054,010.      MT  (+/- 180 meters Scaled)
 DB0306
 DB0306                          SUPERSEDED SURVEY CONTROL
 DB0306
 DB0306  NGVD 29 (??/??/??)   -3.804  (m)          -12.48   (f) ADJUSTED    2 0
 DB0306
 DB0306.Superseded values are not recommended for survey control.
 DB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0306.See file dsdata.txt to determine how the superseded data were derived.
 DB0306
 DB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS243164(NAD 83)
 DB0306_MARKER: Q = CHISELED SQUARE
 DB0306_SETTING: 0 = UNSPECIFIED SETTING
 DB0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0306
 DB0306  HISTORY     - Date     Condition        Report By
 DB0306  HISTORY     - UNK      MONUMENTED       IID
 DB0306  HISTORY     - 1969     GOOD             NGS
 DB0306  HISTORY     - 1974     GOOD             IID
 DB0306  HISTORY     - 1977     GOOD             IID
 DB0306
 DB0306                          STATION DESCRIPTION
 DB0306
 DB0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0306'8 MI S FROM SEELEY.
 DB0306'ABOUT 8.0 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0306'IN SEELEY, ABOUT 100 FT. SOUTHWEST OF RIGHT ANGLE TURN IN ROAD
 DB0306'TO EAST, TO CHECK IN WORMWOOD CANAL FOR LATERAL 1 AND DELIVERY
 DB0306'13, NEAR THE SOUTHEAST CORNER OF SECTION 7.  SECTION 7, T 17 S.,
 DB0306'R 13 E.  NOTE-- A SQUARE CHIPPED ON THE WEST UPSTREAM WINGWALL
 DB0306'OF CHECK IN WORMWOOD CANAL FOR DELIVERY 13 AND LATERAL 1.
 DB0306
 DB0306                          STATION RECOVERY (1974)
 DB0306
 DB0306'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1974
 DB0306'RECOVERED IN GOOD CONDITION.
 DB0306
 DB0306                          STATION RECOVERY (1977)
 DB0306
 DB0306'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0449 ***********************************************************************
 DY0449  DESIGNATION -  69 C OF C
 DY0449  PID         -  DY0449
 DY0449  STATE/COUNTY-  CA/LOS ANGELES
 DY0449  USGS QUAD   -  SOUTH GATE (1981)
 DY0449
 DY0449                         *CURRENT SURVEY CONTROL
 DY0449  ___________________________________________________________________
 DY0449* NAD 83(1986)-  33 53 45.     (N)    118 13 12.     (W)     SCALED    
 DY0449* NAVD 88     -        21.69   (+/-2cm)      71.2    (feet)  VERTCON   
 DY0449  ___________________________________________________________________
 DY0449  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY0449  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0449
 DY0449.The horizontal coordinates were scaled from a topographic map and have
 DY0449.an estimated accuracy of +/- 6 seconds.
 DY0449
 DY0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0449.The vertical order pertains to the NGVD 29 superseded value.
 DY0449
 DY0449.The geoid height was determined by GEOID03.
 DY0449
 DY0449;                    North         East    Units  Estimated Accuracy
 DY0449;SPC CA 5     -   543,930.    1,979,650.      MT  (+/- 180 meters Scaled)
 DY0449
 DY0449                          SUPERSEDED SURVEY CONTROL
 DY0449
 DY0449  NGVD 29 (??/??/92)   20.948  (m)           68.73   (f) ADJ UNCH    1 2
 DY0449
 DY0449.Superseded values are not recommended for survey control.
 DY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0449.See file dsdata.txt to determine how the superseded data were derived.
 DY0449
 DY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT871512(NAD 83)
 DY0449_MARKER: Z = SEE DESCRIPTION
 DY0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0449_SP_SET: CURB
 DY0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0449
 DY0449  HISTORY     - Date     Condition        Report By
 DY0449  HISTORY     - UNK      MONUMENTED
 DY0449  HISTORY     - 1945     MARK NOT FOUND   NGS
 DY0449
 DY0449                          STATION DESCRIPTION
 DY0449
 DY0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0449'AT COMPTON.
 DY0449'BETWEEN SOUTHERN PACIFIC RAILROAD TRACKS AND ALAMEDA STREET AT
 DY0449'THE NORTHEAST CORNER OF INTERSECTION OF ALAMEDA STREET WITH
 DY0449'COMPTON STREET 50 FEET WEST OF AND ABOUT 2.5 FEET BELOW
 DY0449'CENTERLINE OF THE MAIN TRACK, IN THE CURVED PORTION OF CONCRETE
 DY0449'CURB, 7.5 FEET EAST OF THE EAST CURB LINE OF ALAMEDA STREET AND
 DY0449'3 FEET NORTH OF NORTH CURB LINE OF EAST COMPTON STREET, LEADED
 DY0449'IN CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9180 ***********************************************************************
 JT9180  DESIGNATION -  69 D
 JT9180  PID         -  JT9180
 JT9180  STATE/COUNTY-  CA/NAPA
 JT9180  USGS QUAD   -  MT GEORGE (1973)
 JT9180
 JT9180                         *CURRENT SURVEY CONTROL
 JT9180  ___________________________________________________________________
 JT9180* NAD 83(1986)-  38 18 12.     (N)    122 14 28.     (W)     SCALED    
 JT9180* NAVD 88     -        41.51   (+/-2cm)     136.2    (feet)  VERTCON   
 JT9180  ___________________________________________________________________
 JT9180  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9180  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9180
 JT9180.The horizontal coordinates were scaled from a topographic map and have
 JT9180.an estimated accuracy of +/- 6 seconds.
 JT9180
 JT9180.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9180.The vertical order pertains to the NGVD 29 superseded value.
 JT9180
 JT9180.The geoid height was determined by GEOID03.
 JT9180
 JT9180;                    North         East    Units  Estimated Accuracy
 JT9180;SPC CA 2     -   570,700.    1,978,910.      MT  (+/- 180 meters Scaled)
 JT9180
 JT9180                          SUPERSEDED SURVEY CONTROL
 JT9180
 JT9180  NGVD 29 (??/??/92)   40.710  (m)          133.56   (f) ADJ UNCH    2 2
 JT9180
 JT9180.Superseded values are not recommended for survey control.
 JT9180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9180.See file dsdata.txt to determine how the superseded data were derived.
 JT9180
 JT9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH663397(NAD 83)
 JT9180_MARKER: DD = SURVEY DISK
 JT9180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9180_SP_SET: CONCRETE POST
 JT9180_MARK LOGO: CA2330
 JT9180_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9180+STABILITY: SURFACE MOTION
 JT9180
 JT9180  HISTORY     - Date     Condition        Report By
 JT9180  HISTORY     - 1971     MONUMENTED       CA2330
 JT9180
 JT9180                          STATION DESCRIPTION
 JT9180
 JT9180'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9180'ALONG NORTH AVENUE AT ANGLE POINT EAST OF SECOND AVENUE, 10 FT
 JT9180'(3.0 M) NORTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9180'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0305 ***********************************************************************
 DB0305  DESIGNATION -  69 D IID
 DB0305  PID         -  DB0305
 DB0305  STATE/COUNTY-  CA/IMPERIAL
 DB0305  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0305
 DB0305                         *CURRENT SURVEY CONTROL
 DB0305  ___________________________________________________________________
 DB0305* NAD 83(1986)-  32 40 46.     (N)    115 40 38.     (W)     SCALED    
 DB0305* NAVD 88     -        -3.606  (meters)     -11.83   (feet)  READJUSTED
 DB0305  ___________________________________________________________________
 DB0305  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DB0305  DYNAMIC HT  -          -3.600 (meters)     -11.81  (feet)  COMP
 DB0305  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 DB0305
 DB0305  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB0305
 DB0305.The horizontal coordinates were scaled from a topographic map and have
 DB0305.an estimated accuracy of +/- 6 seconds.
 DB0305
 DB0305.The orthometric height was determined by differential leveling
 DB0305.and adjusted in January 1995.
 DB0305.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB0305.distribution rate of 4.1 thru 8.0 mm/km.
 DB0305.The height was derived from older observations constrained to new
 DB0305.heights in a crustal motion area.  The height is approximate in
 DB0305.relation to other heights in its vicinity.
 DB0305
 DB0305.The geoid height was determined by GEOID03.
 DB0305
 DB0305.The dynamic height is computed by dividing the NAVD 88
 DB0305.geopotential number by the normal gravity value computed on the
 DB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0305.degrees latitude (g = 980.6199 gals.).
 DB0305
 DB0305.The modeled gravity was interpolated from observed gravity values.
 DB0305
 DB0305;                    North         East    Units  Estimated Accuracy
 DB0305;SPC CA 6     -   557,020.    2,053,720.      MT  (+/- 180 meters Scaled)
 DB0305
 DB0305                          SUPERSEDED SURVEY CONTROL
 DB0305
 DB0305  NGVD 29 (??/??/??)   -4.315  (m)          -14.16   (f) ADJUSTED    2 0
 DB0305
 DB0305.Superseded values are not recommended for survey control.
 DB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0305.See file dsdata.txt to determine how the superseded data were derived.
 DB0305
 DB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS240165(NAD 83)
 DB0305_MARKER: N = NAIL
 DB0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0305_SP_SET: BRIDGE
 DB0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0305
 DB0305  HISTORY     - Date     Condition        Report By
 DB0305  HISTORY     - UNK      MONUMENTED       IID
 DB0305  HISTORY     - 1969     GOOD             NGS
 DB0305  HISTORY     - 1974     GOOD             NGS
 DB0305  HISTORY     - 1977     GOOD             IID
 DB0305
 DB0305                          STATION DESCRIPTION
 DB0305
 DB0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0305'8.3 MI S FROM SEELEY.
 DB0305'ABOUT 8.1 MILES SOUTH ALONG DREW ROAD FROM EVAN HEWES HIGHWAY
 DB0305'IN SEELEY, TO HIGHWAY 98, ABOUT 0.1 MILES WEST ALONG HIGHWAY 98
 DB0305'TO THE WESTSIDE MAIN CANAL, ABOUT 0.2 MILES NW ALONG THE NORTH
 DB0305'BACK OF THE CANAL TO A METER BRIDGE (FOOT) OVER THE WESTSIDE
 DB0305'MAIN CANAL, IN THE SE 1/4 SECTION 7.  SECTION 7, T 17 S., R 13 E.
 DB0305'NOTE-- A THREE PENNY NAIL CROSS ON THE NORTHEAST CORNER OF THE
 DB0305'METER BRIDGE.
 DB0305
 DB0305                          STATION RECOVERY (1974)
 DB0305
 DB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0305'RECOVERED IN GOOD CONDITION.
 DB0305
 DB0305                          STATION RECOVERY (1977)
 DB0305
 DB0305'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0307 ***********************************************************************
 DB0307  DESIGNATION -  69 E IID
 DB0307  PID         -  DB0307
 DB0307  STATE/COUNTY-  CA/IMPERIAL
 DB0307  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0307
 DB0307                         *CURRENT SURVEY CONTROL
 DB0307  ___________________________________________________________________
 DB0307* NAD 83(1986)-  32 40 54.     (N)    115 40 59.     (W)     SCALED    
 DB0307* NAVD 88     -        -3.285  (meters)     -10.78   (feet)  READJUSTED
 DB0307  ___________________________________________________________________
 DB0307  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB0307  DYNAMIC HT  -          -3.280 (meters)     -10.76  (feet)  COMP
 DB0307  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DB0307
 DB0307  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0307
 DB0307.The horizontal coordinates were scaled from a topographic map and have
 DB0307.an estimated accuracy of +/- 6 seconds.
 DB0307
 DB0307.The orthometric height was determined by differential leveling
 DB0307.and adjusted in January 1995.
 DB0307.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0307.distribution rate of 0.0 thru 1.0 mm/km.
 DB0307.The height was derived from older observations constrained to new
 DB0307.heights in a crustal motion area.  The height is approximate in
 DB0307.relation to other heights in its vicinity.
 DB0307
 DB0307.The geoid height was determined by GEOID03.
 DB0307
 DB0307.The dynamic height is computed by dividing the NAVD 88
 DB0307.geopotential number by the normal gravity value computed on the
 DB0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0307.degrees latitude (g = 980.6199 gals.).
 DB0307
 DB0307.The modeled gravity was interpolated from observed gravity values.
 DB0307
 DB0307;                    North         East    Units  Estimated Accuracy
 DB0307;SPC CA 6     -   557,260.    2,053,170.      MT  (+/- 180 meters Scaled)
 DB0307
 DB0307                          SUPERSEDED SURVEY CONTROL
 DB0307
 DB0307  NAVD 88 (02/01/93)   -3.276  (m)          -10.75   (f) UNKNOWN     1 1
 DB0307  NGVD 29 (??/??/92)   -4.011  (m)          -13.16   (f) ADJ UNCH    1 1
 DB0307
 DB0307.Superseded values are not recommended for survey control.
 DB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0307.See file dsdata.txt to determine how the superseded data were derived.
 DB0307
 DB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS234167(NAD 83)
 DB0307_MARKER: Q = CHISELED SQUARE
 DB0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0307_SP_SET: CANAL
 DB0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0307
 DB0307  HISTORY     - Date     Condition        Report By
 DB0307  HISTORY     - UNK      MONUMENTED       IID
 DB0307  HISTORY     - 1969     GOOD             NGS
 DB0307  HISTORY     - 1974     GOOD             NGS
 DB0307  HISTORY     - 1977     GOOD             IID
 DB0307  HISTORY     - 1978     GOOD             USGS
 DB0307
 DB0307                          STATION DESCRIPTION
 DB0307
 DB0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0307'8.6 MI S FROM SEELEY.
 DB0307'ABOUT 8.0 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0307'IN SEELEY, TO THE WORMWOOD CANAL, ABOUT 0.6 MILES NORTHWEST
 DB0307'ALONG THE SOUTHERLY BANK OF THE CANAL TO THE CHECK FOR DELIVERY
 DB0307'14A, NEAR THE CENTER OF THE WEST LINE OF SE 1/4 OF SECTION 7.
 DB0307'SECTION 7, T 17 S., R 13 E.  NOTE-- A SQUARE CHIPPED ON THE WEST
 DB0307'UPSTREAM WING WALL OF CHECK IN WORMWOOD CANAL FOR DELIVERY 14 A.
 DB0307
 DB0307                          STATION RECOVERY (1974)
 DB0307
 DB0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0307'RECOVERED IN GOOD CONDITION.
 DB0307
 DB0307                          STATION RECOVERY (1977)
 DB0307
 DB0307'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0307'RECOVERED IN GOOD CONDITION.
 DB0307
 DB0307                          STATION RECOVERY (1978)
 DB0307
 DB0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9181 ***********************************************************************
 JT9181  DESIGNATION -  69 F
 JT9181  PID         -  JT9181
 JT9181  STATE/COUNTY-  CA/NAPA
 JT9181  USGS QUAD   -  MT GEORGE (1973)
 JT9181
 JT9181                         *CURRENT SURVEY CONTROL
 JT9181  ___________________________________________________________________
 JT9181* NAD 83(1986)-  38 18 06.     (N)    122 14 40.     (W)     SCALED    
 JT9181* NAVD 88     -        42.82   (+/-2cm)     140.5    (feet)  VERTCON   
 JT9181  ___________________________________________________________________
 JT9181  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9181  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9181
 JT9181.The horizontal coordinates were scaled from a topographic map and have
 JT9181.an estimated accuracy of +/- 6 seconds.
 JT9181
 JT9181.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9181.The vertical order pertains to the NGVD 29 superseded value.
 JT9181
 JT9181.The geoid height was determined by GEOID03.
 JT9181
 JT9181;                    North         East    Units  Estimated Accuracy
 JT9181;SPC CA 2     -   570,520.    1,978,620.      MT  (+/- 180 meters Scaled)
 JT9181
 JT9181                          SUPERSEDED SURVEY CONTROL
 JT9181
 JT9181  NGVD 29 (??/??/92)   42.025  (m)          137.88   (f) ADJ UNCH    2 2
 JT9181
 JT9181.Superseded values are not recommended for survey control.
 JT9181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9181.See file dsdata.txt to determine how the superseded data were derived.
 JT9181
 JT9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH660395(NAD 83)
 JT9181_MARKER: DD = SURVEY DISK
 JT9181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9181_SP_SET: CONCRETE POST
 JT9181_MARK LOGO: CA2330
 JT9181_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9181+STABILITY: SURFACE MOTION
 JT9181
 JT9181  HISTORY     - Date     Condition        Report By
 JT9181  HISTORY     - 1971     MONUMENTED       CA2330
 JT9181
 JT9181                          STATION DESCRIPTION
 JT9181
 JT9181'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9181'ALONG SECOND AVENUE AT NO. 1131, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT9181'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0308 ***********************************************************************
 DB0308  DESIGNATION -  69 F IID
 DB0308  PID         -  DB0308
 DB0308  STATE/COUNTY-  CA/IMPERIAL
 DB0308  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0308
 DB0308                         *CURRENT SURVEY CONTROL
 DB0308  ___________________________________________________________________
 DB0308* NAD 83(1986)-  32 41 06.     (N)    115 41 10.     (W)     SCALED    
 DB0308* NAVD 88     -        -4.350  (meters)     -14.27   (feet)  READJUSTED
 DB0308  ___________________________________________________________________
 DB0308  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB0308  DYNAMIC HT  -          -4.350 (meters)     -14.27  (feet)  COMP
 DB0308  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 DB0308
 DB0308  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0308
 DB0308.The horizontal coordinates were scaled from a topographic map and have
 DB0308.an estimated accuracy of +/- 6 seconds.
 DB0308
 DB0308.The orthometric height was determined by differential leveling
 DB0308.and adjusted in January 1995.
 DB0308.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0308.distribution rate of 1.1 thru 2.0 mm/km.
 DB0308.The height was derived from older observations constrained to new
 DB0308.heights in a crustal motion area.  The height is approximate in
 DB0308.relation to other heights in its vicinity.
 DB0308
 DB0308.The geoid height was determined by GEOID03.
 DB0308
 DB0308.The dynamic height is computed by dividing the NAVD 88
 DB0308.geopotential number by the normal gravity value computed on the
 DB0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0308.degrees latitude (g = 980.6199 gals.).
 DB0308
 DB0308.The modeled gravity was interpolated from observed gravity values.
 DB0308
 DB0308;                    North         East    Units  Estimated Accuracy
 DB0308;SPC CA 6     -   557,630.    2,052,880.      MT  (+/- 180 meters Scaled)
 DB0308
 DB0308                          SUPERSEDED SURVEY CONTROL
 DB0308
 DB0308  NGVD 29 (??/??/??)   -5.063  (m)          -16.61   (f) ADJUSTED    2 1
 DB0308
 DB0308.Superseded values are not recommended for survey control.
 DB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0308.See file dsdata.txt to determine how the superseded data were derived.
 DB0308
 DB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS231171(NAD 83)
 DB0308_MARKER: Q = CHISELED SQUARE
 DB0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0308_SP_SET: CANAL
 DB0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0308
 DB0308  HISTORY     - Date     Condition        Report By
 DB0308  HISTORY     - UNK      MONUMENTED       IID
 DB0308  HISTORY     - 1969     GOOD             NGS
 DB0308  HISTORY     - 1974     GOOD             NGS
 DB0308  HISTORY     - 1977     GOOD             IID
 DB0308  HISTORY     - 1981     GOOD             IID
 DB0308
 DB0308                          STATION DESCRIPTION
 DB0308
 DB0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0308'9 MI S FROM SEELEY.
 DB0308'ABOUT 8.1 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY IN
 DB0308'SEELEY, TO HIGHWAY 98, ABOUT 0.1 MILES WEST ALONG HIGHWAY 98
 DB0308'TO THE WESTSIDE MAIN CANAL, ABOUT 0.8 MILES NORTHWEST ALONG
 DB0308'THE SOUTHERLY BANK OF THE CANAL TO PUMP DELIVERY 1A IN THE
 DB0308'WESTSIDE MAIN CANAL, NEAR THE CENTER OF THE E. 1/2 OF SW 1/4
 DB0308'OF SECTION 7.  SECTION 7, T 17 S., R 13 E.  NOTE-- A SQUARE
 DB0308'CHIPPED ON THE NORTH UPSTREAM WING WALL OF WESTSIDE MAIN PUMP
 DB0308'DELIVERY 1A.
 DB0308
 DB0308                          STATION RECOVERY (1974)
 DB0308
 DB0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0308'RECOVERED IN GOOD CONDITION.
 DB0308
 DB0308                          STATION RECOVERY (1977)
 DB0308
 DB0308'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0308'RECOVERED IN GOOD CONDITION.
 DB0308
 DB0308                          STATION RECOVERY (1981)
 DB0308
 DB0308'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5833 ***********************************************************************
 EW5833  DESIGNATION -  69 FMK USGS
 EW5833  PID         -  EW5833
 EW5833  STATE/COUNTY-  CA/VENTURA
 EW5833  USGS QUAD   -  VENTURA (1967)
 EW5833
 EW5833                         *CURRENT SURVEY CONTROL
 EW5833  ___________________________________________________________________
 EW5833* NAD 83(1986)-  34 19 44.     (N)    119 17 27.     (W)     SCALED    
 EW5833* NAVD 88     -        53.872  (meters)     176.75   (feet)  READJUSTED
 EW5833  ___________________________________________________________________
 EW5833  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 EW5833  DYNAMIC HT  -          53.810 (meters)     176.54  (feet)  COMP
 EW5833  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 EW5833
 EW5833  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5833
 EW5833.The horizontal coordinates were scaled from a topographic map and have
 EW5833.an estimated accuracy of +/- 6 seconds.
 EW5833
 EW5833.The orthometric height was determined by differential leveling
 EW5833.and adjusted in February 1993.
 EW5833.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5833.distribution rate of 1.1 thru 2.0 mm/km.
 EW5833.The height was derived from older observations constrained to new
 EW5833.heights in a crustal motion area.  The height is approximate in
 EW5833.relation to other heights in its vicinity.
 EW5833
 EW5833.The geoid height was determined by GEOID03.
 EW5833
 EW5833.The dynamic height is computed by dividing the NAVD 88
 EW5833.geopotential number by the normal gravity value computed on the
 EW5833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5833.degrees latitude (g = 980.6199 gals.).
 EW5833
 EW5833.The modeled gravity was interpolated from observed gravity values.
 EW5833
 EW5833;                    North         East    Units  Estimated Accuracy
 EW5833;SPC CA 5     -   592,710.    1,881,220.      MT  (+/- 180 meters Scaled)
 EW5833
 EW5833                          SUPERSEDED SURVEY CONTROL
 EW5833
 EW5833  NGVD 29 (??/??/92)   53.113  (m)          174.25   (f) ADJ UNCH    1 1
 EW5833
 EW5833.Superseded values are not recommended for survey control.
 EW5833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5833.See file dsdata.txt to determine how the superseded data were derived.
 EW5833
 EW5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU892010(NAD 83)
 EW5833_MARKER: DB = BENCH MARK DISK
 EW5833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5833_SP_SET: HEADWALL
 EW5833_STAMPING: 69 FMK 1973
 EW5833
 EW5833  HISTORY     - Date     Condition        Report By
 EW5833  HISTORY     - UNK      MONUMENTED
 EW5833  HISTORY     - 1977     GOOD             NGS
 EW5833
 EW5833                          STATION DESCRIPTION
 EW5833
 EW5833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5833'4.65 MI NORTH FROM VENTURA.
 EW5833'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5833'THENCE 3.75 MILES NORTH ALONG VENTURA AVENUE, 0.1 MILE NORTH OF THE
 EW5833'JUNCTION OF FRASER ROAD, AT THE JUNCTION OF BARD LANE, 100.0 FT. NORTH
 EW5833'OF THE CENTER LINE OF LANE, 44.7 FT. NORTHWEST OF THE NORTHWEST
 EW5833'CORNER OF A TWO STORY HOUSE, 22.0 FT. EAST OF THE CENTER LINE OF THE
 EW5833'AVENUE, IN THE TOP AND 6 INCHES NORTH OF THE SOUTH END OF THE EAST
 EW5833'HEAD WALL OF TWIN 24-INCH PIPE CULVERTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9182 ***********************************************************************
 JT9182  DESIGNATION -  69 G
 JT9182  PID         -  JT9182
 JT9182  STATE/COUNTY-  CA/NAPA
 JT9182  USGS QUAD   -  MT GEORGE (1973)
 JT9182
 JT9182                         *CURRENT SURVEY CONTROL
 JT9182  ___________________________________________________________________
 JT9182* NAD 83(1986)-  38 17 54.     (N)    122 14 46.     (W)     SCALED    
 JT9182* NAVD 88     -        35.73   (+/-2cm)     117.2    (feet)  VERTCON   
 JT9182  ___________________________________________________________________
 JT9182  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JT9182  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9182
 JT9182.The horizontal coordinates were scaled from a topographic map and have
 JT9182.an estimated accuracy of +/- 6 seconds.
 JT9182
 JT9182.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9182.The vertical order pertains to the NGVD 29 superseded value.
 JT9182
 JT9182.The geoid height was determined by GEOID03.
 JT9182
 JT9182;                    North         East    Units  Estimated Accuracy
 JT9182;SPC CA 2     -   570,150.    1,978,470.      MT  (+/- 180 meters Scaled)
 JT9182
 JT9182                          SUPERSEDED SURVEY CONTROL
 JT9182
 JT9182  NGVD 29 (??/??/92)   34.943  (m)          114.64   (f) ADJ UNCH    2 2
 JT9182
 JT9182.Superseded values are not recommended for survey control.
 JT9182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9182.See file dsdata.txt to determine how the superseded data were derived.
 JT9182
 JT9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH659391(NAD 83)
 JT9182_MARKER: DD = SURVEY DISK
 JT9182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9182_SP_SET: CONCRETE POST
 JT9182_MARK LOGO: CA2330
 JT9182_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9182+STABILITY: SURFACE MOTION
 JT9182
 JT9182  HISTORY     - Date     Condition        Report By
 JT9182  HISTORY     - 1971     MONUMENTED       CA2330
 JT9182
 JT9182                          STATION DESCRIPTION
 JT9182
 JT9182'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9182'ALONG SECOND AVENUE AT NO. 1045, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT9182'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0309 ***********************************************************************
 DB0309  DESIGNATION -  69 G IID
 DB0309  PID         -  DB0309
 DB0309  STATE/COUNTY-  CA/IMPERIAL
 DB0309  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0309
 DB0309                         *CURRENT SURVEY CONTROL
 DB0309  ___________________________________________________________________
 DB0309* NAD 83(1986)-  32 41 38.     (N)    115 41 10.     (W)     SCALED    
 DB0309* NAVD 88     -        -4.505  (meters)     -14.78   (feet)  READJUSTED
 DB0309  ___________________________________________________________________
 DB0309  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DB0309  DYNAMIC HT  -          -4.500 (meters)     -14.76  (feet)  COMP
 DB0309  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 DB0309
 DB0309  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0309
 DB0309.The horizontal coordinates were scaled from a topographic map and have
 DB0309.an estimated accuracy of +/- 6 seconds.
 DB0309
 DB0309.The orthometric height was determined by differential leveling
 DB0309.and adjusted in January 1995.
 DB0309.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0309.distribution rate of 1.1 thru 2.0 mm/km.
 DB0309.The height was derived from older observations constrained to new
 DB0309.heights in a crustal motion area.  The height is approximate in
 DB0309.relation to other heights in its vicinity.
 DB0309
 DB0309.The geoid height was determined by GEOID03.
 DB0309
 DB0309.The dynamic height is computed by dividing the NAVD 88
 DB0309.geopotential number by the normal gravity value computed on the
 DB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0309.degrees latitude (g = 980.6199 gals.).
 DB0309
 DB0309.The modeled gravity was interpolated from observed gravity values.
 DB0309
 DB0309;                    North         East    Units  Estimated Accuracy
 DB0309;SPC CA 6     -   558,610.    2,052,880.      MT  (+/- 180 meters Scaled)
 DB0309
 DB0309                          SUPERSEDED SURVEY CONTROL
 DB0309
 DB0309  NGVD 29 (??/??/??)   -5.219  (m)          -17.12   (f) ADJUSTED    2 1
 DB0309
 DB0309.Superseded values are not recommended for survey control.
 DB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0309.See file dsdata.txt to determine how the superseded data were derived.
 DB0309
 DB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS231181(NAD 83)
 DB0309_MARKER: Q = CHISELED SQUARE
 DB0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0309_SP_SET: CANAL
 DB0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0309
 DB0309  HISTORY     - Date     Condition        Report By
 DB0309  HISTORY     - UNK      MONUMENTED       IID
 DB0309  HISTORY     - 1969     GOOD             NGS
 DB0309  HISTORY     - 1974     GOOD             NGS
 DB0309  HISTORY     - 1977     GOOD             IID
 DB0309  HISTORY     - 1981     GOOD             IID
 DB0309
 DB0309                          STATION DESCRIPTION
 DB0309
 DB0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0309'7.9 MI S FROM SEELEY.
 DB0309'ABOUT 5.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0309'IN SEELEY, TO LYONS ROAD, ABOUT 0.7 MILES WEST ALONG LYON
 DB0309'ROAD TO THE WESTSIDE MAIN CANAL, ABOUT 1.7 MILES SOUTH ALONG
 DB0309'THE WEST BANK OF THE CANAL TO PUMP DELIVERY 1 IN THE WESTSIDE
 DB0309'MAIN CANAL, NEAR THE NORTH LINE OF E. 1/2 OF NW 1/4 OF SECTION
 DB0309'7.  SECTION 7, T 17 S., R 13 E.  NOTE- A CHIPPED SQUARE ON THE
 DB0309'NORTH UPSTREAM WING WALL OF WESTSIDE MAIN CANAL PUMP DELIVERY
 DB0309'1.
 DB0309
 DB0309                          STATION RECOVERY (1974)
 DB0309
 DB0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0309'RECOVERED IN GOOD CONDITION.
 DB0309
 DB0309                          STATION RECOVERY (1977)
 DB0309
 DB0309'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0309'RECOVERED IN GOOD CONDITION.
 DB0309
 DB0309                          STATION RECOVERY (1981)
 DB0309
 DB0309'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0311 ***********************************************************************
 DB0311  DESIGNATION -  69 H IID
 DB0311  PID         -  DB0311
 DB0311  STATE/COUNTY-  CA/IMPERIAL
 DB0311  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0311
 DB0311                         *CURRENT SURVEY CONTROL
 DB0311  ___________________________________________________________________
 DB0311* NAD 83(1986)-  32 42 08.     (N)    115 41 06.     (W)     SCALED    
 DB0311* NAVD 88     -        -4.496  (meters)     -14.75   (feet)  READJUSTED
 DB0311  ___________________________________________________________________
 DB0311  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB0311  DYNAMIC HT  -          -4.490 (meters)     -14.73  (feet)  COMP
 DB0311  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 DB0311
 DB0311  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0311
 DB0311.The horizontal coordinates were scaled from a topographic map and have
 DB0311.an estimated accuracy of +/- 6 seconds.
 DB0311
 DB0311.The orthometric height was determined by differential leveling
 DB0311.and adjusted in January 1995.
 DB0311.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0311.distribution rate of 0.0 thru 1.0 mm/km.
 DB0311.The height was derived from older observations constrained to new
 DB0311.heights in a crustal motion area.  The height is approximate in
 DB0311.relation to other heights in its vicinity.
 DB0311
 DB0311.The geoid height was determined by GEOID03.
 DB0311
 DB0311.The dynamic height is computed by dividing the NAVD 88
 DB0311.geopotential number by the normal gravity value computed on the
 DB0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0311.degrees latitude (g = 980.6199 gals.).
 DB0311
 DB0311.The modeled gravity was interpolated from observed gravity values.
 DB0311
 DB0311;                    North         East    Units  Estimated Accuracy
 DB0311;SPC CA 6     -   559,540.    2,052,980.      MT  (+/- 180 meters Scaled)
 DB0311
 DB0311                          SUPERSEDED SURVEY CONTROL
 DB0311
 DB0311  NGVD 29 (??/??/??)   -5.211  (m)          -17.10   (f) ADJUSTED    2 1
 DB0311
 DB0311.Superseded values are not recommended for survey control.
 DB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0311.See file dsdata.txt to determine how the superseded data were derived.
 DB0311
 DB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS232190(NAD 83)
 DB0311_MARKER: Q = CHISELED SQUARE
 DB0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0311_SP_SET: CANAL
 DB0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0311
 DB0311  HISTORY     - Date     Condition        Report By
 DB0311  HISTORY     - UNK      MONUMENTED       IID
 DB0311  HISTORY     - 1969     GOOD             NGS
 DB0311  HISTORY     - 1974     GOOD             NGS
 DB0311  HISTORY     - 1977     GOOD             IID
 DB0311  HISTORY     - 1981     GOOD             IID
 DB0311
 DB0311                          STATION DESCRIPTION
 DB0311
 DB0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0311'7.2 MI S FROM SEELEY.
 DB0311'ABOUT 5.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0311'IN SEELEY, TO LYONS ROAD, ABOUT 0.7 MILES WEST ALONG LYONS
 DB0311'ROAD, TO THE WESTSIDE MAIN CANAL, ABOUT 1.0 MILES SOUTH ALONG
 DB0311'THE WEST BANK OF THE CANAL TO PUMP DELIVERY 2A IN THE WESTSIDE
 DB0311'MAIN CANAL, NEAR THE CENTER OF THE SOUTH LINE OF E. 1/2 OF NW 1/4
 DB0311'OF SECTION 6.  SECTION 6, T 17 S., R 13 E.  NOTE-- A SQUARE
 DB0311'CHIPPED ON THE NORTH UPSTREAM WING WALL OF WESTSIDE MAIN
 DB0311'DELIVERY 2A.
 DB0311
 DB0311                          STATION RECOVERY (1974)
 DB0311
 DB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0311'RECOVERED IN GOOD CONDITION.
 DB0311
 DB0311                          STATION RECOVERY (1977)
 DB0311
 DB0311'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0311'RECOVERED IN GOOD CONDITION.
 DB0311
 DB0311                          STATION RECOVERY (1981)
 DB0311
 DB0311'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0312 ***********************************************************************
 DB0312  DESIGNATION -  69 I IID
 DB0312  PID         -  DB0312
 DB0312  STATE/COUNTY-  CA/IMPERIAL
 DB0312  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0312
 DB0312                         *CURRENT SURVEY CONTROL
 DB0312  ___________________________________________________________________
 DB0312* NAD 83(1986)-  32 42 22.     (N)    115 41 05.     (W)     SCALED    
 DB0312* NAVD 88     -        -4.117  (meters)     -13.51   (feet)  READJUSTED
 DB0312  ___________________________________________________________________
 DB0312  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB0312  DYNAMIC HT  -          -4.110 (meters)     -13.48  (feet)  COMP
 DB0312  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DB0312
 DB0312  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0312
 DB0312.The horizontal coordinates were scaled from a topographic map and have
 DB0312.an estimated accuracy of +/- 6 seconds.
 DB0312
 DB0312.The orthometric height was determined by differential leveling
 DB0312.and adjusted in January 1995.
 DB0312.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0312.distribution rate of 0.0 thru 1.0 mm/km.
 DB0312.The height was derived from older observations constrained to new
 DB0312.heights in a crustal motion area.  The height is approximate in
 DB0312.relation to other heights in its vicinity.
 DB0312
 DB0312.The geoid height was determined by GEOID03.
 DB0312
 DB0312.The dynamic height is computed by dividing the NAVD 88
 DB0312.geopotential number by the normal gravity value computed on the
 DB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0312.degrees latitude (g = 980.6199 gals.).
 DB0312
 DB0312.The modeled gravity was interpolated from observed gravity values.
 DB0312
 DB0312;                    North         East    Units  Estimated Accuracy
 DB0312;SPC CA 6     -   559,970.    2,053,000.      MT  (+/- 180 meters Scaled)
 DB0312
 DB0312                          SUPERSEDED SURVEY CONTROL
 DB0312
 DB0312  NGVD 29 (??/??/??)   -4.828  (m)          -15.84   (f) ADJUSTED    2 0
 DB0312
 DB0312.Superseded values are not recommended for survey control.
 DB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0312.See file dsdata.txt to determine how the superseded data were derived.
 DB0312
 DB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS232194(NAD 83)
 DB0312_MARKER: Q = CHISELED SQUARE
 DB0312_SETTING: 0 = UNSPECIFIED SETTING
 DB0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0312
 DB0312  HISTORY     - Date     Condition        Report By
 DB0312  HISTORY     - UNK      MONUMENTED       IID
 DB0312  HISTORY     - 1969     GOOD             NGS
 DB0312  HISTORY     - 1974     GOOD             NGS
 DB0312  HISTORY     - 1977     GOOD             IID
 DB0312
 DB0312                          STATION DESCRIPTION
 DB0312
 DB0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0312'7 MI S FROM SEELEY.
 DB0312'ABOUT 5.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0312'IN SEELEY, TO LYONS ROAD, ABOUT 0.7 MILES WEST ALONG LYONS ROAD,
 DB0312'TO THE WESTSIDE MAIN CANAL, ABOUT 0.8 MILES SOUTH ALONG THE
 DB0312'WEST BANK OF THE CANAL TO WESTSIDE MAIN DELIVERY 2, NEAR THE
 DB0312'SE CORNER OF LOT 3, SECTION 6.  SECTION 6, T 17 S., R 13 E.
 DB0312'NOTE-- A CHIPPED SQUARE ON THE NORTH UPSTREAM WINGWALL OF WESTSIDE
 DB0312'MAIN PUMP DELIVERY 2.
 DB0312
 DB0312                          STATION RECOVERY (1974)
 DB0312
 DB0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0312'RECOVERED IN GOOD CONDITION.
 DB0312
 DB0312                          STATION RECOVERY (1977)
 DB0312
 DB0312'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0313 ***********************************************************************
 DB0313  DESIGNATION -  69 J IID
 DB0313  PID         -  DB0313
 DB0313  STATE/COUNTY-  CA/IMPERIAL
 DB0313  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0313
 DB0313                         *CURRENT SURVEY CONTROL
 DB0313  ___________________________________________________________________
 DB0313* NAD 83(1986)-  32 42 34.     (N)    115 41 01.     (W)     SCALED    
 DB0313* NAVD 88     -        -3.904  (meters)     -12.81   (feet)  READJUSTED
 DB0313  ___________________________________________________________________
 DB0313  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DB0313  DYNAMIC HT  -          -3.900 (meters)     -12.80  (feet)  COMP
 DB0313  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DB0313
 DB0313  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0313
 DB0313.The horizontal coordinates were scaled from a topographic map and have
 DB0313.an estimated accuracy of +/- 6 seconds.
 DB0313
 DB0313.The orthometric height was determined by differential leveling
 DB0313.and adjusted in January 1995.
 DB0313.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0313.distribution rate of 2.1 thru 3.0 mm/km.
 DB0313.The height was derived from older observations constrained to new
 DB0313.heights in a crustal motion area.  The height is approximate in
 DB0313.relation to other heights in its vicinity.
 DB0313
 DB0313.The geoid height was determined by GEOID03.
 DB0313
 DB0313.The dynamic height is computed by dividing the NAVD 88
 DB0313.geopotential number by the normal gravity value computed on the
 DB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0313.degrees latitude (g = 980.6199 gals.).
 DB0313
 DB0313.The modeled gravity was interpolated from observed gravity values.
 DB0313
 DB0313;                    North         East    Units  Estimated Accuracy
 DB0313;SPC CA 6     -   560,340.    2,053,100.      MT  (+/- 180 meters Scaled)
 DB0313
 DB0313                          SUPERSEDED SURVEY CONTROL
 DB0313
 DB0313  NAVD 88 (02/01/93)   -3.896  (m)          -12.78   (f) UNKNOWN     1 1
 DB0313  NGVD 29 (??/??/92)   -4.630  (m)          -15.19   (f) ADJ UNCH    1 1
 DB0313
 DB0313.Superseded values are not recommended for survey control.
 DB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0313.See file dsdata.txt to determine how the superseded data were derived.
 DB0313
 DB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS233198(NAD 83)
 DB0313_MARKER: Q = CHISELED SQUARE
 DB0313_SETTING: 0 = UNSPECIFIED SETTING
 DB0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0313
 DB0313  HISTORY     - Date     Condition        Report By
 DB0313  HISTORY     - UNK      MONUMENTED       IID
 DB0313  HISTORY     - 1969     GOOD             NGS
 DB0313  HISTORY     - 1974     GOOD             NGS
 DB0313  HISTORY     - 1977     GOOD             IID
 DB0313  HISTORY     - 1978     GOOD             USGS
 DB0313  HISTORY     - 1981     GOOD             IID
 DB0313
 DB0313                          STATION DESCRIPTION
 DB0313
 DB0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0313'6.8 MI S FROM SEELEY.
 DB0313'ABOUT 6.1 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0313'IN SEELEY, TO WORMWOOD LATERAL 3A, ABOUT 0.5 MILES WEST ALONG
 DB0313'WORMWOOD LATERAL 3A TO THE WORMWOOD LATERAL 3 CANAL, NEAR THE
 DB0313'SOUTHEAST CORNER OF SW 1/4 OF SECTION 1.  SECTION 1, T 16 1/2 S,
 DB0313'R 12 E.  NOTE-- A CHIPPED SQUARE IN THE EAST UPSTREAM WINGWALL OF
 DB0313'CHECK IN WORMWOOD LATERAL 3 FOR LATERAL 3A.
 DB0313
 DB0313                          STATION RECOVERY (1974)
 DB0313
 DB0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0313'RECOVERED IN GOOD CONDITION.
 DB0313
 DB0313                          STATION RECOVERY (1977)
 DB0313
 DB0313'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0313'RECOVERED IN GOOD CONDITION.
 DB0313
 DB0313                          STATION RECOVERY (1978)
 DB0313
 DB0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0313'RECOVERED IN GOOD CONDITION.
 DB0313
 DB0313                          STATION RECOVERY (1981)
 DB0313
 DB0313'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0315 ***********************************************************************
 DB0315  DESIGNATION -  69 K IID
 DB0315  PID         -  DB0315
 DB0315  STATE/COUNTY-  CA/IMPERIAL
 DB0315  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0315
 DB0315                         *CURRENT SURVEY CONTROL
 DB0315  ___________________________________________________________________
 DB0315* NAD 83(1986)-  32 42 59.     (N)    115 41 31.     (W)     SCALED    
 DB0315* NAVD 88     -        -4.905  (meters)     -16.09   (feet)  READJUSTED
 DB0315  ___________________________________________________________________
 DB0315  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB0315  DYNAMIC HT  -          -4.900 (meters)     -16.08  (feet)  COMP
 DB0315  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 DB0315
 DB0315  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0315
 DB0315.The horizontal coordinates were scaled from a topographic map and have
 DB0315.an estimated accuracy of +/- 6 seconds.
 DB0315
 DB0315.The orthometric height was determined by differential leveling
 DB0315.and adjusted in January 1995.
 DB0315.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0315.distribution rate of 1.1 thru 2.0 mm/km.
 DB0315.The height was derived from older observations constrained to new
 DB0315.heights in a crustal motion area.  The height is approximate in
 DB0315.relation to other heights in its vicinity.
 DB0315
 DB0315.The geoid height was determined by GEOID03.
 DB0315
 DB0315.The dynamic height is computed by dividing the NAVD 88
 DB0315.geopotential number by the normal gravity value computed on the
 DB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0315.degrees latitude (g = 980.6199 gals.).
 DB0315
 DB0315.The modeled gravity was interpolated from observed gravity values.
 DB0315
 DB0315;                    North         East    Units  Estimated Accuracy
 DB0315;SPC CA 6     -   561,110.    2,052,320.      MT  (+/- 180 meters Scaled)
 DB0315
 DB0315                          SUPERSEDED SURVEY CONTROL
 DB0315
 DB0315  NGVD 29 (??/??/??)   -5.614  (m)          -18.42   (f) ADJUSTED    2 0
 DB0315
 DB0315.Superseded values are not recommended for survey control.
 DB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0315.See file dsdata.txt to determine how the superseded data were derived.
 DB0315
 DB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS225206(NAD 83)
 DB0315_MARKER: Q = CHISELED SQUARE
 DB0315_SETTING: 0 = UNSPECIFIED SETTING
 DB0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0315
 DB0315  HISTORY     - Date     Condition        Report By
 DB0315  HISTORY     - UNK      MONUMENTED       IID
 DB0315  HISTORY     - 1969     GOOD             NGS
 DB0315  HISTORY     - 1974     GOOD             NGS
 DB0315  HISTORY     - 1977     GOOD             IID
 DB0315
 DB0315                          STATION DESCRIPTION
 DB0315
 DB0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0315'6.2 MI S FROM SEELEY.
 DB0315'ABOUT 5.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0315'IN SEELEY, TO LYONS ROAD, ABOUT 0.7 MILES WEST ALONG LYONS
 DB0315'ROAD TO THE WESTSIDE MAIN CANAL, NEAR THE CENTER OF THE WEST
 DB0315'LINE OF LOT 13, SECTION 1.  SECTION 1, T 16 1/2 S, R 12 E.
 DB0315'NOTE-- A SQUARE CHIPPED ON THE SOUTH UPSTREAM WINGWALL OF
 DB0315'WESTSIDE MAIN DELIVERY 3.
 DB0315
 DB0315                          STATION RECOVERY (1974)
 DB0315
 DB0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0315'RECOVERED IN GOOD CONDITION.
 DB0315
 DB0315                          STATION RECOVERY (1977)
 DB0315
 DB0315'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0314 ***********************************************************************
 DB0314  DESIGNATION -  69 L IID
 DB0314  PID         -  DB0314
 DB0314  STATE/COUNTY-  CA/IMPERIAL
 DB0314  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0314
 DB0314                         *CURRENT SURVEY CONTROL
 DB0314  ___________________________________________________________________
 DB0314* NAD 83(1986)-  32 42 57.     (N)    115 41 25.     (W)     SCALED    
 DB0314* NAVD 88     -        -4.454  (meters)     -14.61   (feet)  READJUSTED
 DB0314  ___________________________________________________________________
 DB0314  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB0314  DYNAMIC HT  -          -4.450 (meters)     -14.60  (feet)  COMP
 DB0314  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 DB0314
 DB0314  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0314
 DB0314.The horizontal coordinates were scaled from a topographic map and have
 DB0314.an estimated accuracy of +/- 6 seconds.
 DB0314
 DB0314.The orthometric height was determined by differential leveling
 DB0314.and adjusted in January 1995.
 DB0314.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0314.distribution rate of 2.1 thru 3.0 mm/km.
 DB0314.The height was derived from older observations constrained to new
 DB0314.heights in a crustal motion area.  The height is approximate in
 DB0314.relation to other heights in its vicinity.
 DB0314
 DB0314.The geoid height was determined by GEOID03.
 DB0314
 DB0314.The dynamic height is computed by dividing the NAVD 88
 DB0314.geopotential number by the normal gravity value computed on the
 DB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0314.degrees latitude (g = 980.6199 gals.).
 DB0314
 DB0314.The modeled gravity was interpolated from observed gravity values.
 DB0314
 DB0314;                    North         East    Units  Estimated Accuracy
 DB0314;SPC CA 6     -   561,050.    2,052,480.      MT  (+/- 180 meters Scaled)
 DB0314
 DB0314                          SUPERSEDED SURVEY CONTROL
 DB0314
 DB0314  NAVD 88 (02/01/93)   -4.445  (m)          -14.58   (f) UNKNOWN     1 1
 DB0314  NGVD 29 (??/??/92)   -5.178  (m)          -16.99   (f) ADJ UNCH    1 1
 DB0314
 DB0314.Superseded values are not recommended for survey control.
 DB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0314.See file dsdata.txt to determine how the superseded data were derived.
 DB0314
 DB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS227205(NAD 83)
 DB0314_MARKER: Q = CHISELED SQUARE
 DB0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0314_SP_SET: HEADGATE
 DB0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0314
 DB0314  HISTORY     - Date     Condition        Report By
 DB0314  HISTORY     - UNK      MONUMENTED       IID
 DB0314  HISTORY     - 1969     GOOD             NGS
 DB0314  HISTORY     - 1974     GOOD             NGS
 DB0314  HISTORY     - 1977     GOOD             IID
 DB0314  HISTORY     - 1978     GOOD             USGS
 DB0314  HISTORY     - 1981     GOOD             IID
 DB0314
 DB0314                          STATION DESCRIPTION
 DB0314
 DB0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0314'6.1 MI S FROM SEELEY.
 DB0314'ABOUT 5.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0314'IN SEELEY, TO LYONS ROAD, ABOUT 0.6 MILES WEST ALONG LYONS
 DB0314'ROAD, AND WORMWOOD LATERAL 4 TO WORMWOOD LATERAL 3 CANAL, NEAR
 DB0314'THE NORTHWEST CORNER LOT 13, SECTION 1.  SECTION 1, T 16 1/2 S,
 DB0314'R 12 E.  NOTE-- A SQUARE CHIPPED ON THE SOUTH UPSTREAM WINGWALL
 DB0314'OF WORMWOOD LATERAL 4 HEADGATE.
 DB0314
 DB0314                          STATION RECOVERY (1974)
 DB0314
 DB0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0314'RECOVERED IN GOOD CONDITION.
 DB0314
 DB0314                          STATION RECOVERY (1977)
 DB0314
 DB0314'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0314'RECOVERED IN GOOD CONDITION.
 DB0314
 DB0314                          STATION RECOVERY (1978)
 DB0314
 DB0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0314'RECOVERED IN GOOD CONDITION.
 DB0314
 DB0314                          STATION RECOVERY (1981)
 DB0314
 DB0314'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1785 ***********************************************************************
 AE1785  DESIGNATION -  69 LLR
 AE1785  PID         -  AE1785
 AE1785  STATE/COUNTY-  CA/LOS ANGELES
 AE1785  USGS QUAD   -  TORRANCE (1981)
 AE1785
 AE1785                         *CURRENT SURVEY CONTROL
 AE1785  ___________________________________________________________________
 AE1785* NAD 83(1986)-  33 51 44.     (N)    118 19 04.     (W)     SCALED    
 AE1785* NAVD 88     -        19.935  (meters)      65.40   (feet)  ADJUSTED  
 AE1785  ___________________________________________________________________
 AE1785  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 AE1785  DYNAMIC HT  -          19.914 (meters)      65.33  (feet)  COMP
 AE1785  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 AE1785
 AE1785  VERT ORDER  -  FIRST     CLASS II
 AE1785
 AE1785.The horizontal coordinates were scaled from a topographic map and have
 AE1785.an estimated accuracy of +/- 6 seconds.
 AE1785
 AE1785.The orthometric height was determined by differential leveling
 AE1785.and adjusted in October 1997.
 AE1785
 AE1785.The geoid height was determined by GEOID03.
 AE1785
 AE1785.The dynamic height is computed by dividing the NAVD 88
 AE1785.geopotential number by the normal gravity value computed on the
 AE1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1785.degrees latitude (g = 980.6199 gals.).
 AE1785
 AE1785.The modeled gravity was interpolated from observed gravity values.
 AE1785
 AE1785;                    North         East    Units  Estimated Accuracy
 AE1785;SPC CA 5     -   540,230.    1,970,590.      MT  (+/- 180 meters Scaled)
 AE1785
 AE1785                          SUPERSEDED SURVEY CONTROL
 AE1785
 AE1785.No superseded survey control is available for this station.
 AE1785
 AE1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT781476(NAD 83)
 AE1785_MARKER: DB = BENCH MARK DISK
 AE1785_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1785_SP_SET: SIDEWALK
 AE1785_STAMPING: 69 LLR 1967
 AE1785_MARK LOGO: MWDSC 
 AE1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1785+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AE1785
 AE1785  HISTORY     - Date     Condition        Report By
 AE1785  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1785  HISTORY     - 19950406 GOOD             MWDSC
 AE1785
 AE1785                          STATION DESCRIPTION
 AE1785
 AE1785'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1785'LOS ANGELES, CA GO NORTH ON 405 FWY AND EXIT AT WESTERN AVE.  TURN
 AE1785'LEFT AND GO SOUTH ON WESTERN AVE (UNDER FWY) 0.2 MI (0.3 KM) TO 190TH
 AE1785'ST.  TURN RIGHT AND GO WEST ON 190TH ST TO VAN NESS AVE.  TURN RIGHT
 AE1785'AND GO NORTH ON VAN NESS AVE TO NORTH SIDE OF 405 FWY OVERPASS, 37 FT
 AE1785'(11.3 M) SOUTH OF BCR OF 186TH ST, ON THE EAST SIDEWALK OF VAN NESS
 AE1785'AVE, 1.5 FT (0.5 M) SOUTH OF THE NORTH FACE OF FWY BRIDGE ABUTMENT.
 AE1785'FOUND A 3.25 INCH STD MWD BCM STAMPED 69 LLR 1967 FLUSH WITH CONCRETE
 AE1785'SIDEWALK SURFACE.  REF MWD FB 4034 02 016.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0318 ***********************************************************************
 DB0318  DESIGNATION -  69 N IID
 DB0318  PID         -  DB0318
 DB0318  STATE/COUNTY-  CA/IMPERIAL
 DB0318  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0318
 DB0318                         *CURRENT SURVEY CONTROL
 DB0318  ___________________________________________________________________
 DB0318* NAD 83(1986)-  32 43 23.     (N)    115 41 46.     (W)     SCALED    
 DB0318* NAVD 88     -        -4.776  (meters)     -15.67   (feet)  READJUSTED
 DB0318  ___________________________________________________________________
 DB0318  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DB0318  DYNAMIC HT  -          -4.770 (meters)     -15.65  (feet)  COMP
 DB0318  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 DB0318
 DB0318  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0318
 DB0318.The horizontal coordinates were scaled from a topographic map and have
 DB0318.an estimated accuracy of +/- 6 seconds.
 DB0318
 DB0318.The orthometric height was determined by differential leveling
 DB0318.and adjusted in January 1995.
 DB0318.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0318.distribution rate of 1.1 thru 2.0 mm/km.
 DB0318.The height was derived from older observations constrained to new
 DB0318.heights in a crustal motion area.  The height is approximate in
 DB0318.relation to other heights in its vicinity.
 DB0318
 DB0318.The geoid height was determined by GEOID03.
 DB0318
 DB0318.The dynamic height is computed by dividing the NAVD 88
 DB0318.geopotential number by the normal gravity value computed on the
 DB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0318.degrees latitude (g = 980.6199 gals.).
 DB0318
 DB0318.The modeled gravity was interpolated from observed gravity values.
 DB0318
 DB0318;                    North         East    Units  Estimated Accuracy
 DB0318;SPC CA 6     -   561,840.    2,051,920.      MT  (+/- 180 meters Scaled)
 DB0318
 DB0318                          SUPERSEDED SURVEY CONTROL
 DB0318
 DB0318  NGVD 29 (??/??/??)   -5.484  (m)          -17.99   (f) ADJUSTED    2 0
 DB0318
 DB0318.Superseded values are not recommended for survey control.
 DB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0318.See file dsdata.txt to determine how the superseded data were derived.
 DB0318
 DB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS221213(NAD 83)
 DB0318_MARKER: Q = CHISELED SQUARE
 DB0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0318_SP_SET: BRIDGE
 DB0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0318
 DB0318  HISTORY     - Date     Condition        Report By
 DB0318  HISTORY     - UNK      MONUMENTED       IID
 DB0318  HISTORY     - 1969     GOOD             NGS
 DB0318  HISTORY     - 1974     GOOD             NGS
 DB0318  HISTORY     - 1977     GOOD             IID
 DB0318
 DB0318                          STATION DESCRIPTION
 DB0318
 DB0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0318'6.8 MI S FROM SEELEY.
 DB0318'ABOUT 5.5 MILES SOUTH ALONG DREW ROAD, FROM EVANS HEWES HIGHWAY
 DB0318'IN SEELEY, TO LYONS ROAD, ABOUT 0.6 MILES WEST ALONG LYONS
 DB0318'ROAD, TO WORMWOOD LATERAL 3, ABOUT 0.7 MILES NORTHWEST ALONG
 DB0318'THE EAST BANK OF WORMWOOD LATERAL 3 TO LATERAL 5 HEADGATE AND
 DB0318'DELIVERY 34-A, NEAR THE SOUTHEAST CORNER OF LOT 2, SECTION 2.
 DB0318'SECTION 2, T 16 1/2 S, R 12 E.  NOTE-- A SQUARE CHIPPED ON THE EAST
 DB0318'UPSTREAM WINGWALL OF CHECK IN WORMWOOD LATERAL 3 FOR LATERAL 5
 DB0318'AND DELIVERY 34A.
 DB0318
 DB0318                          STATION RECOVERY (1974)
 DB0318
 DB0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0318'RECOVERED IN GOOD CONDITION.
 DB0318
 DB0318                          STATION RECOVERY (1977)
 DB0318
 DB0318'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0320 ***********************************************************************
 DB0320  DESIGNATION -  69 Q IID
 DB0320  PID         -  DB0320
 DB0320  STATE/COUNTY-  CA/IMPERIAL
 DB0320  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0320
 DB0320                         *CURRENT SURVEY CONTROL
 DB0320  ___________________________________________________________________
 DB0320* NAD 83(1986)-  32 43 37.     (N)    115 42 08.     (W)     SCALED    
 DB0320* NAVD 88     -        -5.229  (meters)     -17.16   (feet)  READJUSTED
 DB0320  ___________________________________________________________________
 DB0320  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DB0320  DYNAMIC HT  -          -5.220 (meters)     -17.13  (feet)  COMP
 DB0320  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DB0320
 DB0320  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0320
 DB0320.The horizontal coordinates were scaled from a topographic map and have
 DB0320.an estimated accuracy of +/- 6 seconds.
 DB0320
 DB0320.The orthometric height was determined by differential leveling
 DB0320.and adjusted in January 1995.
 DB0320.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0320.distribution rate of 2.1 thru 3.0 mm/km.
 DB0320.The height was derived from older observations constrained to new
 DB0320.heights in a crustal motion area.  The height is approximate in
 DB0320.relation to other heights in its vicinity.
 DB0320
 DB0320.The geoid height was determined by GEOID03.
 DB0320
 DB0320.The dynamic height is computed by dividing the NAVD 88
 DB0320.geopotential number by the normal gravity value computed on the
 DB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0320.degrees latitude (g = 980.6199 gals.).
 DB0320
 DB0320.The modeled gravity was interpolated from observed gravity values.
 DB0320
 DB0320;                    North         East    Units  Estimated Accuracy
 DB0320;SPC CA 6     -   562,270.    2,051,350.      MT  (+/- 180 meters Scaled)
 DB0320
 DB0320                          SUPERSEDED SURVEY CONTROL
 DB0320
 DB0320  NGVD 29 (??/??/??)   -5.951  (m)          -19.52   (f) ADJUSTED    2 1
 DB0320
 DB0320.Superseded values are not recommended for survey control.
 DB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0320.See file dsdata.txt to determine how the superseded data were derived.
 DB0320
 DB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS216217(NAD 83)
 DB0320_MARKER: Q = CHISELED SQUARE
 DB0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0320_SP_SET: BRIDGE
 DB0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0320
 DB0320  HISTORY     - Date     Condition        Report By
 DB0320  HISTORY     - UNK      MONUMENTED       IID
 DB0320  HISTORY     - 1969     GOOD             NGS
 DB0320  HISTORY     - 1974     GOOD             NGS
 DB0320  HISTORY     - 1977     GOOD             IID
 DB0320  HISTORY     - 1981     GOOD             IID
 DB0320
 DB0320                          STATION DESCRIPTION
 DB0320
 DB0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0320'6.3 MI S FROM SEELEY.
 DB0320'ABOUT 3.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY IN
 DB0320'SEELEY, TO WIXOM ROAD ABOUT 1.4 MILES WEST ALONG WIXOM ROAD, TO
 DB0320'LIEBERT ROAD, ABOUT 0.6 MILES SOUTH ALONG LIEBERT ROAD TO THE
 DB0320'WESTSIDE MAIN CANAL, ABOUT 0.8 MILES EASTERLY ALONG THE NORTH
 DB0320'BANK OF THE CANAL TO DELIVERY 8, NEAR THE SOUTHEAST CORNER OF
 DB0320'SW 1/4 OF SECTION 35.  SECTION 35, T 16 S., R 12 E.  NOTE-- A
 DB0320'SQUARE CHIPPED ON THE EAST UPSTREAM WINGWALL OF WESTSIDE MAIN
 DB0320'DELIVERY 8.
 DB0320
 DB0320                          STATION RECOVERY (1974)
 DB0320
 DB0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0320'RECOVERED IN GOOD CONDITION.
 DB0320
 DB0320                          STATION RECOVERY (1977)
 DB0320
 DB0320'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0320'RECOVERED IN GOOD CONDITION.
 DB0320
 DB0320                          STATION RECOVERY (1981)
 DB0320
 DB0320'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0321 ***********************************************************************
 DB0321  DESIGNATION -  69 R IID
 DB0321  PID         -  DB0321
 DB0321  STATE/COUNTY-  CA/IMPERIAL
 DB0321  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0321
 DB0321                         *CURRENT SURVEY CONTROL
 DB0321  ___________________________________________________________________
 DB0321* NAD 83(1986)-  32 43 48.     (N)    115 42 35.     (W)     SCALED    
 DB0321* NAVD 88     -        -5.099  (meters)     -16.73   (feet)  READJUSTED
 DB0321  ___________________________________________________________________
 DB0321  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DB0321  DYNAMIC HT  -          -5.090 (meters)     -16.70  (feet)  COMP
 DB0321  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 DB0321
 DB0321  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DB0321
 DB0321.The horizontal coordinates were scaled from a topographic map and have
 DB0321.an estimated accuracy of +/- 6 seconds.
 DB0321
 DB0321.The orthometric height was determined by differential leveling
 DB0321.and adjusted in January 1995.
 DB0321.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DB0321.distribution rate of 4.1 thru 8.0 mm/km.
 DB0321.The height was derived from older observations constrained to new
 DB0321.heights in a crustal motion area.  The height is approximate in
 DB0321.relation to other heights in its vicinity.
 DB0321
 DB0321.The geoid height was determined by GEOID03.
 DB0321
 DB0321.The dynamic height is computed by dividing the NAVD 88
 DB0321.geopotential number by the normal gravity value computed on the
 DB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0321.degrees latitude (g = 980.6199 gals.).
 DB0321
 DB0321.The modeled gravity was interpolated from observed gravity values.
 DB0321
 DB0321;                    North         East    Units  Estimated Accuracy
 DB0321;SPC CA 6     -   562,610.    2,050,640.      MT  (+/- 180 meters Scaled)
 DB0321
 DB0321                          SUPERSEDED SURVEY CONTROL
 DB0321
 DB0321  NGVD 29 (??/??/??)   -5.810  (m)          -19.06   (f) ADJUSTED    2 0
 DB0321
 DB0321.Superseded values are not recommended for survey control.
 DB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0321.See file dsdata.txt to determine how the superseded data were derived.
 DB0321
 DB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS209220(NAD 83)
 DB0321_MARKER: Q = CHISELED SQUARE
 DB0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0321_SP_SET: GATE
 DB0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0321
 DB0321  HISTORY     - Date     Condition        Report By
 DB0321  HISTORY     - UNK      MONUMENTED       IID
 DB0321  HISTORY     - 1969     GOOD             NGS
 DB0321  HISTORY     - 1974     GOOD             NGS
 DB0321  HISTORY     - 1977     GOOD             IID
 DB0321
 DB0321                          STATION DESCRIPTION
 DB0321
 DB0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0321'5.8 MI SW FROM SEELEY.
 DB0321'ABOUT 3.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0321'IN SEELEY, TO WIXOM ROAD, ABOUT 1.4 MILES WEST ALONG WIXOM ROAD TO
 DB0321'LIEBERT ROAD, ABOUT 0.6 MILES SOUTH ALONG LIEBERT ROAD TO THE
 DB0321'WESTSIDE MAIN CANAL, ABOUT 0.25 MILES EAST ALONG THE NORTH BANK
 DB0321'OF THE CANAL TO DELIVERY 10, NEAR THE CENTER OF THE WEST LINE OF
 DB0321'SW 1/4 SECTION 35.  SECTION 35, T 16 S., R 12 E.  NOTE-- A
 DB0321'SQUARE CHIPPED ON THE TOP OF THE WEST GATE SUPPORT ON WESTSIDE
 DB0321'MAIN DELIVERY 10.
 DB0321
 DB0321                          STATION RECOVERY (1974)
 DB0321
 DB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0321'RECOVERED IN GOOD CONDITION.
 DB0321
 DB0321                          STATION RECOVERY (1977)
 DB0321
 DB0321'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1461 ***********************************************************************
 LU1461  DESIGNATION -  69 RS USGS
 LU1461  PID         -  LU1461
 LU1461  STATE/COUNTY-  CA/HUMBOLDT
 LU1461  USGS QUAD   -  DINSMORE (1977)
 LU1461
 LU1461                         *CURRENT SURVEY CONTROL
 LU1461  ___________________________________________________________________
 LU1461* NAD 83(1986)-  40 28 02.     (N)    123 32 44.     (W)     SCALED    
 LU1461* NAVD 88     -       758.68   (+/-2cm)    2489.1    (feet)  VERTCON   
 LU1461  ___________________________________________________________________
 LU1461  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 LU1461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1461
 LU1461.The horizontal coordinates were scaled from a topographic map and have
 LU1461.an estimated accuracy of +/- 6 seconds.
 LU1461
 LU1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1461.The vertical order pertains to the NGVD 29 superseded value.
 LU1461
 LU1461.The geoid height was determined by GEOID03.
 LU1461
 LU1461;                    North         East    Units  Estimated Accuracy
 LU1461;SPC CA 1     -   627,060.    1,868,940.      MT  (+/- 180 meters Scaled)
 LU1461
 LU1461                          SUPERSEDED SURVEY CONTROL
 LU1461
 LU1461  NGVD 29 (??/??/92)  757.683  (m)         2485.83   (f) ADJ UNCH    2 0
 LU1461
 LU1461.Superseded values are not recommended for survey control.
 LU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1461.See file dsdata.txt to determine how the superseded data were derived.
 LU1461
 LU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK537797(NAD 83)
 LU1461_MARKER: DD = SURVEY DISK
 LU1461_SETTING: 66 = SET IN ROCK OUTCROP
 LU1461_SP_SET: ROCK OUTCROP
 LU1461_STAMPING: 2486 69 RS 1932
 LU1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1461+STABILITY: POSITION/ELEVATION WELL
 LU1461
 LU1461  HISTORY     - Date     Condition        Report By
 LU1461  HISTORY     - 1932     MONUMENTED       USGS
 LU1461  HISTORY     - 1949     GOOD             NGS
 LU1461  HISTORY     - 1973     GOOD
 LU1461
 LU1461                          STATION DESCRIPTION
 LU1461
 LU1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1461'1.6 MI NW FROM MAD RIVER R.S..
 LU1461'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE MAD RIVER
 LU1461'RANGER STATION, ON THE SOUTH SIDE OF A HILL, ABOUT 16 FEET WEST
 LU1461'OF THE HUMBOLDT-TRINITY COUNTY LINE, IN THE TOP OF A ROCK OUTCROP
 LU1461'MARKED BY THE WHITE PAINTED LETTERS BM, 62 FEET NORTH OF THE
 LU1461'CENTERLINE OF THE HIGHWAY, 22 1/2 FEET SOUTH OF A MASSIVE ROCK
 LU1461'OUTCROP, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 LU1461
 LU1461                          STATION RECOVERY (1973)
 LU1461
 LU1461'RECOVERED 1973
 LU1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0324 ***********************************************************************
 DB0324  DESIGNATION -  69 S IID
 DB0324  PID         -  DB0324
 DB0324  STATE/COUNTY-  CA/IMPERIAL
 DB0324  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0324
 DB0324                         *CURRENT SURVEY CONTROL
 DB0324  ___________________________________________________________________
 DB0324* NAD 83(1986)-  32 43 56.     (N)    115 43 22.     (W)     SCALED    
 DB0324* NAVD 88     -        -6.987  (meters)     -22.92   (feet)  READJUSTED
 DB0324  ___________________________________________________________________
 DB0324  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DB0324  DYNAMIC HT  -          -6.980 (meters)     -22.90  (feet)  COMP
 DB0324  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 DB0324
 DB0324  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0324
 DB0324.The horizontal coordinates were scaled from a topographic map and have
 DB0324.an estimated accuracy of +/- 6 seconds.
 DB0324
 DB0324.The orthometric height was determined by differential leveling
 DB0324.and adjusted in January 1995.
 DB0324.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0324.distribution rate of 1.1 thru 2.0 mm/km.
 DB0324.The height was derived from older observations constrained to new
 DB0324.heights in a crustal motion area.  The height is approximate in
 DB0324.relation to other heights in its vicinity.
 DB0324
 DB0324.The geoid height was determined by GEOID03.
 DB0324
 DB0324.The dynamic height is computed by dividing the NAVD 88
 DB0324.geopotential number by the normal gravity value computed on the
 DB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0324.degrees latitude (g = 980.6199 gals.).
 DB0324
 DB0324.The modeled gravity was interpolated from observed gravity values.
 DB0324
 DB0324;                    North         East    Units  Estimated Accuracy
 DB0324;SPC CA 6     -   562,850.    2,049,420.      MT  (+/- 180 meters Scaled)
 DB0324
 DB0324                          SUPERSEDED SURVEY CONTROL
 DB0324
 DB0324  NAVD 88 (02/01/93)   -6.980  (m)          -22.90   (f) UNKNOWN     1 1
 DB0324  NGVD 29 (??/??/92)   -7.711  (m)          -25.30   (f) ADJ UNCH    1 1
 DB0324
 DB0324.Superseded values are not recommended for survey control.
 DB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0324.See file dsdata.txt to determine how the superseded data were derived.
 DB0324
 DB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS196223(NAD 83)
 DB0324_MARKER: Q = CHISELED SQUARE
 DB0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0324_SP_SET: BRIDGE
 DB0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0324
 DB0324  HISTORY     - Date     Condition        Report By
 DB0324  HISTORY     - UNK      MONUMENTED       IID
 DB0324  HISTORY     - 1969     GOOD             NGS
 DB0324  HISTORY     - 1974     GOOD             NGS
 DB0324  HISTORY     - 1977     GOOD             IID
 DB0324  HISTORY     - 1978     GOOD             USGS
 DB0324  HISTORY     - 1981     GOOD             IID
 DB0324
 DB0324                          STATION DESCRIPTION
 DB0324
 DB0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0324'6 MI SW FROM SEELEY.
 DB0324'ABOUT 3.5 MILES SOUTH ALONG DREW ROAD, FROM EVAN HEWES HIGHWAY
 DB0324'IN SEELEY, TO WIXOM ROAD ABOUT 1.4 MILES WEST ALONG WIXOM ROAD
 DB0324'TO LIEBERT ROAD, ABOUT 0.6 MILES SOUTH ALONG LIEBERT ROAD TO THE
 DB0324'WESTSIDE MAIN CANAL, ABOUT 0.5 MILES WEST ALONG NORTH BANK OF
 DB0324'WESTSIDE MAIN CANAL AND SOUTH SIDE OF FERN SIDE MAIN CANAL TO
 DB0324'DELIVERY 12A IN THE FERN SIDEMAIN CANAL, NEAR THE CENTER OF THE
 DB0324'NORTH LINE OF THE SW 1/4 OF SECTION 34.  SECTION 34, T 16 S.,
 DB0324'R 12 E.  NOTE-- A CHIPPED SQUARE ON THE EAST UPSTREAM WINGWALL
 DB0324'OF FERN SIDEMAIN DELIVERY 12A.
 DB0324
 DB0324                          STATION RECOVERY (1974)
 DB0324
 DB0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0324'RECOVERED IN GOOD CONDITION.
 DB0324
 DB0324                          STATION RECOVERY (1977)
 DB0324
 DB0324'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0324'RECOVERED IN GOOD CONDITION.
 DB0324
 DB0324                          STATION RECOVERY (1978)
 DB0324
 DB0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0324'RECOVERED IN GOOD CONDITION.
 DB0324
 DB0324                          STATION RECOVERY (1981)
 DB0324
 DB0324'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0325 ***********************************************************************
 DB0325  DESIGNATION -  69 T IID
 DB0325  PID         -  DB0325
 DB0325  STATE/COUNTY-  CA/IMPERIAL
 DB0325  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0325
 DB0325                         *CURRENT SURVEY CONTROL
 DB0325  ___________________________________________________________________
 DB0325* NAD 83(1986)-  32 44 32.     (N)    115 44 21.     (W)     SCALED    
 DB0325* NAVD 88     -        -7.295  (meters)     -23.93   (feet)  READJUSTED
 DB0325  ___________________________________________________________________
 DB0325  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB0325  DYNAMIC HT  -          -7.290 (meters)     -23.92  (feet)  COMP
 DB0325  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DB0325
 DB0325  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0325
 DB0325.The horizontal coordinates were scaled from a topographic map and have
 DB0325.an estimated accuracy of +/- 6 seconds.
 DB0325
 DB0325.The orthometric height was determined by differential leveling
 DB0325.and adjusted in January 1995.
 DB0325.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0325.distribution rate of 0.0 thru 1.0 mm/km.
 DB0325.The height was derived from older observations constrained to new
 DB0325.heights in a crustal motion area.  The height is approximate in
 DB0325.relation to other heights in its vicinity.
 DB0325
 DB0325.The geoid height was determined by GEOID03.
 DB0325
 DB0325.The dynamic height is computed by dividing the NAVD 88
 DB0325.geopotential number by the normal gravity value computed on the
 DB0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0325.degrees latitude (g = 980.6199 gals.).
 DB0325
 DB0325.The modeled gravity was interpolated from observed gravity values.
 DB0325
 DB0325;                    North         East    Units  Estimated Accuracy
 DB0325;SPC CA 6     -   563,950.    2,047,880.      MT  (+/- 180 meters Scaled)
 DB0325
 DB0325                          SUPERSEDED SURVEY CONTROL
 DB0325
 DB0325  NAVD 88 (02/01/93)   -7.288  (m)          -23.91   (f) UNKNOWN     1 1
 DB0325  NGVD 29 (??/??/92)   -8.019  (m)          -26.31   (f) ADJ UNCH    1 1
 DB0325
 DB0325.Superseded values are not recommended for survey control.
 DB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0325.See file dsdata.txt to determine how the superseded data were derived.
 DB0325
 DB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS181234(NAD 83)
 DB0325_MARKER: Q = CHISELED SQUARE
 DB0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0325_SP_SET: BRIDGE
 DB0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0325
 DB0325  HISTORY     - Date     Condition        Report By
 DB0325  HISTORY     - UNK      MONUMENTED       IID
 DB0325  HISTORY     - 1969     GOOD             NGS
 DB0325  HISTORY     - 1974     GOOD             NGS
 DB0325  HISTORY     - 1977     GOOD             IID
 DB0325  HISTORY     - 1978     GOOD             USGS
 DB0325  HISTORY     - 1981     GOOD             IID
 DB0325
 DB0325                          STATION DESCRIPTION
 DB0325
 DB0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0325'7.1 MI SW FROM SEELEY.
 DB0325'ABOUT 2.5 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0325'SEELEY, TO WESTSIDE ROAD, ABOUT 2.25 MILES SOUTH ALONG WESTSIDE
 DB0325'ROAD TO VAUGHN ROAD, ABOUT 0.9 MILES WEST ALONG VAUGHN ROAD TO
 DB0325'HYDE ROAD, ABOUT 0.9 MILES SOUTH ALONG HYDE ROAD TO THE
 DB0325'WESTSIDE MAIN CANAL, ABOUT 0.55 MILES EAST ALONG NORTH BANK OF
 DB0325'THE CANAL TO DELIVERY 13, IN THE SE 1/4 OF SW 1/4 OF SECTION
 DB0325'28.  SECTION 28, T 16 S., R 12 S.  NOTE-- A SQUARE CHIPPED
 DB0325'ON THE EAST UPSTREAM WINGWALL OF WESTSIDE MAIN DELIVERY 13.
 DB0325
 DB0325                          STATION RECOVERY (1974)
 DB0325
 DB0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0325'RECOVERED IN GOOD CONDITION.
 DB0325
 DB0325                          STATION RECOVERY (1977)
 DB0325
 DB0325'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0325'RECOVERED IN GOOD CONDITION.
 DB0325
 DB0325                          STATION RECOVERY (1978)
 DB0325
 DB0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0325'RECOVERED IN GOOD CONDITION.
 DB0325
 DB0325                          STATION RECOVERY (1981)
 DB0325
 DB0325'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0326 ***********************************************************************
 DB0326  DESIGNATION -  69 U IID
 DB0326  PID         -  DB0326
 DB0326  STATE/COUNTY-  CA/IMPERIAL
 DB0326  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0326
 DB0326                         *CURRENT SURVEY CONTROL
 DB0326  ___________________________________________________________________
 DB0326* NAD 83(1986)-  32 44 40.     (N)    115 44 49.     (W)     SCALED    
 DB0326* NAVD 88     -        -7.402  (meters)     -24.28   (feet)  READJUSTED
 DB0326  ___________________________________________________________________
 DB0326  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB0326  DYNAMIC HT  -          -7.390 (meters)     -24.25  (feet)  COMP
 DB0326  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DB0326
 DB0326  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0326
 DB0326.The horizontal coordinates were scaled from a topographic map and have
 DB0326.an estimated accuracy of +/- 6 seconds.
 DB0326
 DB0326.The orthometric height was determined by differential leveling
 DB0326.and adjusted in January 1995.
 DB0326.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0326.distribution rate of 0.0 thru 1.0 mm/km.
 DB0326.The height was derived from older observations constrained to new
 DB0326.heights in a crustal motion area.  The height is approximate in
 DB0326.relation to other heights in its vicinity.
 DB0326
 DB0326.The geoid height was determined by GEOID03.
 DB0326
 DB0326.The dynamic height is computed by dividing the NAVD 88
 DB0326.geopotential number by the normal gravity value computed on the
 DB0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0326.degrees latitude (g = 980.6199 gals.).
 DB0326
 DB0326.The modeled gravity was interpolated from observed gravity values.
 DB0326
 DB0326;                    North         East    Units  Estimated Accuracy
 DB0326;SPC CA 6     -   564,190.    2,047,150.      MT  (+/- 180 meters Scaled)
 DB0326
 DB0326                          SUPERSEDED SURVEY CONTROL
 DB0326
 DB0326  NGVD 29 (??/??/??)   -8.107  (m)          -26.60   (f) ADJUSTED    2 0
 DB0326
 DB0326.Superseded values are not recommended for survey control.
 DB0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0326.See file dsdata.txt to determine how the superseded data were derived.
 DB0326
 DB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS173236(NAD 83)
 DB0326_MARKER: Q = CHISELED SQUARE
 DB0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0326_SP_SET: BRIDGE
 DB0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0326
 DB0326  HISTORY     - Date     Condition        Report By
 DB0326  HISTORY     - UNK      MONUMENTED       IID
 DB0326  HISTORY     - 1969     GOOD             NGS
 DB0326  HISTORY     - 1974     GOOD             NGS
 DB0326  HISTORY     - 1977     GOOD             IID
 DB0326
 DB0326                          STATION DESCRIPTION
 DB0326
 DB0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0326'6.7 MI SW FROM SEELEY.
 DB0326'ABOUT 2.5 MILES WEST ALONG EVAN HEWES ROAD, FROM DREW ROAD IN
 DB0326'SEELEY, TO WESTSIDE ROAD, ABOUT 2.25 MILES SOUTH ALONG WESTSIDE
 DB0326'ROAD TO VAUGHN ROAD, ABOUT 0.9 MILES WEST ALONG VAUGHN ROAD
 DB0326'TO HYDE ROAD, ABOUT 0.9 MILES SOUTH ALONG HYDE ROAD TO THE
 DB0326'WESTSIDE MAIN CANAL, ABOUT 0.15 MILES EAST ALONG THE NORTH BANK
 DB0326'OF THE CANAL TO DELIVERY 14, NEAR THE CENTER OF THE SE 1/4 OF
 DB0326'SECTION 29.  SECTION 29, T 16 S., R 12 E.  NOTE-- A SQUARE
 DB0326'CHIPPED ON THE EAST UPSTREAM WINGWALL OF WESTSIDE MAIN DELIVERY
 DB0326'14.
 DB0326
 DB0326                          STATION RECOVERY (1974)
 DB0326
 DB0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0326'RECOVERED IN GOOD CONDITION.
 DB0326
 DB0326                          STATION RECOVERY (1977)
 DB0326
 DB0326'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0327 ***********************************************************************
 DB0327  DESIGNATION -  69 V IID
 DB0327  PID         -  DB0327
 DB0327  STATE/COUNTY-  CA/IMPERIAL
 DB0327  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0327
 DB0327                         *CURRENT SURVEY CONTROL
 DB0327  ___________________________________________________________________
 DB0327* NAD 83(1986)-  32 44 39.     (N)    115 44 58.     (W)     SCALED    
 DB0327* NAVD 88     -        -7.266  (meters)     -23.84   (feet)  READJUSTED
 DB0327  ___________________________________________________________________
 DB0327  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DB0327  DYNAMIC HT  -          -7.260 (meters)     -23.82  (feet)  COMP
 DB0327  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DB0327  OBS GRAVITY -     979,509.6   (mgal)                       GRAV_OBS
 DB0327
 DB0327  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0327
 DB0327.The horizontal coordinates were scaled from a topographic map and have
 DB0327.an estimated accuracy of +/- 6 seconds.
 DB0327
 DB0327.The orthometric height was determined by differential leveling
 DB0327.and adjusted in January 1995.
 DB0327.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0327.distribution rate of 2.1 thru 3.0 mm/km.
 DB0327.The height was derived from older observations constrained to new
 DB0327.heights in a crustal motion area.  The height is approximate in
 DB0327.relation to other heights in its vicinity.
 DB0327
 DB0327.The geoid height was determined by GEOID03.
 DB0327
 DB0327.The dynamic height is computed by dividing the NAVD 88
 DB0327.geopotential number by the normal gravity value computed on the
 DB0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0327.degrees latitude (g = 980.6199 gals.).
 DB0327
 DB0327.The modeled gravity was interpolated from observed gravity values.
 DB0327.The observed gravity was obtained from relative gravimeter ties
 DB0327.to the IGSN71 gravity network.
 DB0327
 DB0327;                    North         East    Units  Estimated Accuracy
 DB0327;SPC CA 6     -   564,160.    2,046,910.      MT  (+/- 180 meters Scaled)
 DB0327
 DB0327                          SUPERSEDED SURVEY CONTROL
 DB0327
 DB0327  NAVD 88 (02/01/93)   -7.259  (m)          -23.82   (f) UNKNOWN     1 1
 DB0327  NGVD 29 (??/??/92)   -7.989  (m)          -26.21   (f) ADJ UNCH    1 1
 DB0327
 DB0327.Superseded values are not recommended for survey control.
 DB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0327.See file dsdata.txt to determine how the superseded data were derived.
 DB0327
 DB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS171236(NAD 83)
 DB0327_MARKER: Q = CHISELED SQUARE
 DB0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0327_SP_SET: CANAL
 DB0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0327
 DB0327  HISTORY     - Date     Condition        Report By
 DB0327  HISTORY     - UNK      MONUMENTED       IID
 DB0327  HISTORY     - 1969     GOOD             NGS
 DB0327  HISTORY     - 1974     GOOD             NGS
 DB0327  HISTORY     - 1977     GOOD             IID
 DB0327  HISTORY     - 1978     GOOD             USGS
 DB0327
 DB0327                          STATION DESCRIPTION
 DB0327
 DB0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0327'6.6 MI SW FROM SEELEY.
 DB0327'ABOUT 2.5 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD
 DB0327'IN SEELEY, TO WESTSIDE ROAD ABOUT 2.25 MILES SOUTH ALONG
 DB0327'WESTSIDE ROAD TO VAUGHN ROAD, ABOUT 0.9 MILES WEST ALONG VAUGHN
 DB0327'ROAD TO HYDE ROAD, ABOUT 0.9 MILES SOUTH ALONG HYDE ROAD TO THE
 DB0327'FOXGLOVE CANAL HEADGATE ON THE WEST SIDE OF THE ROAD AND NORTH
 DB0327'SIDE OF THE WESTSIDE MAIN CANAL, NEAR THE CENTER OF THE SE 1/4
 DB0327'OF SECTION 29.  SECTION 29, T 16 S., R 12 E.  NOTE-- A SQUARE
 DB0327'CHIPPED ON THE EAST UPSTREAM WINGWALL OF THE FOXGLOVE CANAL
 DB0327'HEADGATE.
 DB0327
 DB0327                          STATION RECOVERY (1974)
 DB0327
 DB0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0327'RECOVERED IN GOOD CONDITION.
 DB0327
 DB0327                          STATION RECOVERY (1977)
 DB0327
 DB0327'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0327'RECOVERED IN GOOD CONDITION.
 DB0327
 DB0327                          STATION RECOVERY (1978)
 DB0327
 DB0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DB0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0497 ***********************************************************************
 DB0497  DESIGNATION -  69 W IID
 DB0497  PID         -  DB0497
 DB0497  STATE/COUNTY-  CA/IMPERIAL
 DB0497  USGS QUAD   -  YUHA BASIN (1976)
 DB0497
 DB0497                         *CURRENT SURVEY CONTROL
 DB0497  ___________________________________________________________________
 DB0497* NAD 83(1986)-  32 44 53.     (N)    115 45 07.     (W)     SCALED    
 DB0497* NAVD 88     -        -8.094  (meters)     -26.56   (feet)  READJUSTED
 DB0497  ___________________________________________________________________
 DB0497  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DB0497  DYNAMIC HT  -          -8.080 (meters)     -26.51  (feet)  COMP
 DB0497  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 DB0497
 DB0497  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0497
 DB0497.The horizontal coordinates were scaled from a topographic map and have
 DB0497.an estimated accuracy of +/- 6 seconds.
 DB0497
 DB0497.The orthometric height was determined by differential leveling
 DB0497.and adjusted in January 1995.
 DB0497.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0497.distribution rate of 1.1 thru 2.0 mm/km.
 DB0497.The height was derived from older observations constrained to new
 DB0497.heights in a crustal motion area.  The height is approximate in
 DB0497.relation to other heights in its vicinity.
 DB0497
 DB0497.The geoid height was determined by GEOID03.
 DB0497
 DB0497.The dynamic height is computed by dividing the NAVD 88
 DB0497.geopotential number by the normal gravity value computed on the
 DB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0497.degrees latitude (g = 980.6199 gals.).
 DB0497
 DB0497.The modeled gravity was interpolated from observed gravity values.
 DB0497
 DB0497;                    North         East    Units  Estimated Accuracy
 DB0497;SPC CA 6     -   564,590.    2,046,680.      MT  (+/- 180 meters Scaled)
 DB0497
 DB0497                          SUPERSEDED SURVEY CONTROL
 DB0497
 DB0497  NGVD 29 (??/??/??)   -8.797  (m)          -28.86   (f) ADJUSTED    2 0
 DB0497
 DB0497.Superseded values are not recommended for survey control.
 DB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0497.See file dsdata.txt to determine how the superseded data were derived.
 DB0497
 DB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS169240(NAD 83)
 DB0497_MARKER: Q = CHISELED SQUARE
 DB0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0497_SP_SET: BRIDGE
 DB0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0497
 DB0497  HISTORY     - Date     Condition        Report By
 DB0497  HISTORY     - UNK      MONUMENTED       IID
 DB0497  HISTORY     - 1969     GOOD             NGS
 DB0497  HISTORY     - 1974     GOOD             NGS
 DB0497  HISTORY     - 1977     GOOD             IID
 DB0497
 DB0497                          STATION DESCRIPTION
 DB0497
 DB0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0497'6.9 MI SW FROM SEELEY.
 DB0497'ABOUT 2.5 MILES WEST ALONG EVAN HEWES HIGHWAY FROM DREW ROAD IN
 DB0497'SEELEY, TO WESTSIDE ROAD, ABOUT 2.25 MILES SOUTH ALONG WESTSIDE
 DB0497'ROAD TO VAUGHN ROAD, ABOUT 0.9 MILES WEST ALONG VAUGHN ROAD TO
 DB0497'HYDE ROAD, ABOUT 0.9 MILES SOUTH ALONG HYDE ROAD TO THE FOXGLOVE
 DB0497'CANAL, ABOUT 0.35 MILES NORTHWESTERLY ALONG THE NORTH BANK OF
 DB0497'THE FOXGLOVE CANAL TO DELIVERY 1.  SECTION 29, T 16 S., R 12 E.
 DB0497'NOTE-- A SQUARE CHIPPED ON THE SOUTH UPSTREAM WINGWALL OF FOXGLOVE
 DB0497'DELIVERY 1.
 DB0497
 DB0497                          STATION RECOVERY (1974)
 DB0497
 DB0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0497'RECOVERED IN GOOD CONDITION.
 DB0497
 DB0497                          STATION RECOVERY (1977)
 DB0497
 DB0497'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0330 ***********************************************************************
 DB0330  DESIGNATION -  69 X IID
 DB0330  PID         -  DB0330
 DB0330  STATE/COUNTY-  CA/IMPERIAL
 DB0330  USGS QUAD   -  PLASTER CITY (1979)
 DB0330
 DB0330                         *CURRENT SURVEY CONTROL
 DB0330  ___________________________________________________________________
 DB0330* NAD 83(1986)-  32 45 22.     (N)    115 45 09.     (W)     SCALED    
 DB0330* NAVD 88     -        -9.431  (meters)     -30.94   (feet)  READJUSTED
 DB0330  ___________________________________________________________________
 DB0330  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB0330  DYNAMIC HT  -          -9.420 (meters)     -30.91  (feet)  COMP
 DB0330  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DB0330
 DB0330  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0330
 DB0330.The horizontal coordinates were scaled from a topographic map and have
 DB0330.an estimated accuracy of +/- 6 seconds.
 DB0330
 DB0330.The orthometric height was determined by differential leveling
 DB0330.and adjusted in January 1995.
 DB0330.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0330.distribution rate of 1.1 thru 2.0 mm/km.
 DB0330.The height was derived from older observations constrained to new
 DB0330.heights in a crustal motion area.  The height is approximate in
 DB0330.relation to other heights in its vicinity.
 DB0330
 DB0330.The geoid height was determined by GEOID03.
 DB0330
 DB0330.The dynamic height is computed by dividing the NAVD 88
 DB0330.geopotential number by the normal gravity value computed on the
 DB0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0330.degrees latitude (g = 980.6199 gals.).
 DB0330
 DB0330.The modeled gravity was interpolated from observed gravity values.
 DB0330
 DB0330;                    North         East    Units  Estimated Accuracy
 DB0330;SPC CA 6     -   565,480.    2,046,620.      MT  (+/- 180 meters Scaled)
 DB0330
 DB0330                          SUPERSEDED SURVEY CONTROL
 DB0330
 DB0330  NGVD 29 (??/??/??)  -10.140  (m)          -33.27   (f) ADJUSTED    2 0
 DB0330
 DB0330.Superseded values are not recommended for survey control.
 DB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0330.See file dsdata.txt to determine how the superseded data were derived.
 DB0330
 DB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS168249(NAD 83)
 DB0330_MARKER: X = CHISELED CROSS
 DB0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0330_SP_SET: CANAL
 DB0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0330
 DB0330  HISTORY     - Date     Condition        Report By
 DB0330  HISTORY     - UNK      MONUMENTED       IID
 DB0330  HISTORY     - 1969     GOOD             NGS
 DB0330  HISTORY     - 1974     GOOD             NGS
 DB0330  HISTORY     - 1977     GOOD             IID
 DB0330
 DB0330                          STATION DESCRIPTION
 DB0330
 DB0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0330'7.8 MI SW FROM SEELEY.
 DB0330'ABOUT 4.8 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD IN
 DB0330'SEELEY, TO THE WESTSIDE MAIN CANAL, ABOUT 3.0 MILES SOUTHERLY
 DB0330'ALONG THE WEST BANK OF THE CANAL TO THE DIXIE DRAIN NO. 2A
 DB0330'CROSSING UNDER THE WESTSIDE MAIN CANAL, NEAR THE SOUTH 1/4
 DB0330'CORNER OF SECTION 20.  SECTION 20, T 16 S., R 12 E.  NOTE-- A
 DB0330'CROSS CHIPPED ON THE NORTHEAST CORNER OF THE INLET WELL BOX FOR
 DB0330'DIXIE DRAIN NO. 2A SIPHON UNDER THE WESTSIDE MAIN CANAL.
 DB0330
 DB0330                          STATION RECOVERY (1974)
 DB0330
 DB0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0330'RECOVERED IN GOOD CONDITION.
 DB0330
 DB0330                          STATION RECOVERY (1977)
 DB0330
 DB0330'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0332 ***********************************************************************
 DB0332  DESIGNATION -  69 Y IID
 DB0332  PID         -  DB0332
 DB0332  STATE/COUNTY-  CA/IMPERIAL
 DB0332  USGS QUAD   -  PLASTER CITY (1979)
 DB0332
 DB0332                         *CURRENT SURVEY CONTROL
 DB0332  ___________________________________________________________________
 DB0332* NAD 83(1986)-  32 45 40.     (N)    115 45 27.     (W)     SCALED    
 DB0332* NAVD 88     -        -8.655  (meters)     -28.40   (feet)  READJUSTED
 DB0332  ___________________________________________________________________
 DB0332  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB0332  DYNAMIC HT  -          -8.650 (meters)     -28.38  (feet)  COMP
 DB0332  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 DB0332
 DB0332  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0332
 DB0332.The horizontal coordinates were scaled from a topographic map and have
 DB0332.an estimated accuracy of +/- 6 seconds.
 DB0332
 DB0332.The orthometric height was determined by differential leveling
 DB0332.and adjusted in January 1995.
 DB0332.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0332.distribution rate of 0.0 thru 1.0 mm/km.
 DB0332.The height was derived from older observations constrained to new
 DB0332.heights in a crustal motion area.  The height is approximate in
 DB0332.relation to other heights in its vicinity.
 DB0332
 DB0332.The geoid height was determined by GEOID03.
 DB0332
 DB0332.The dynamic height is computed by dividing the NAVD 88
 DB0332.geopotential number by the normal gravity value computed on the
 DB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0332.degrees latitude (g = 980.6199 gals.).
 DB0332
 DB0332.The modeled gravity was interpolated from observed gravity values.
 DB0332
 DB0332;                    North         East    Units  Estimated Accuracy
 DB0332;SPC CA 6     -   566,040.    2,046,150.      MT  (+/- 180 meters Scaled)
 DB0332
 DB0332                          SUPERSEDED SURVEY CONTROL
 DB0332
 DB0332  NGVD 29 (??/??/??)   -9.370  (m)          -30.74   (f) ADJUSTED    2 0
 DB0332
 DB0332.Superseded values are not recommended for survey control.
 DB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0332.See file dsdata.txt to determine how the superseded data were derived.
 DB0332
 DB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS163254(NAD 83)
 DB0332_MARKER: Q = CHISELED SQUARE
 DB0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB0332_SP_SET: CROSSWALK
 DB0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB0332
 DB0332  HISTORY     - Date     Condition        Report By
 DB0332  HISTORY     - UNK      MONUMENTED       IID
 DB0332  HISTORY     - 1969     GOOD             NGS
 DB0332  HISTORY     - 1974     GOOD             NGS
 DB0332  HISTORY     - 1977     GOOD             IID
 DB0332
 DB0332                          STATION DESCRIPTION
 DB0332
 DB0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0332'6.4 MI SW FROM SEELEY.
 DB0332'ABOUT 4.2 MILES WEST ALONG EVAN HEWES HIGHWAY, FROM DREW ROAD
 DB0332'IN SEELEY, TO JEFFREY ROAD, ABOUT 1.9 MILES SOUTH ALONG JEFFREY
 DB0332'ROAD AND FOXGLOVE LATERAL 2 TO THE FOXGLOVE CANAL, ABOUT 0.3
 DB0332'MILES SOUTHEAST ALONG THE NORTH BANK OF THE CANAL TO DELIVERY
 DB0332'10, IN THE SW 1/4 SECTION 20.  SECTION 20, T 16 S., R 12 E.
 DB0332'NOTE-- A CHIPPED SQUARE ON THE CENTER OF THE CROSSWALK ON
 DB0332'FOXGLOVE DELIVERY 10.
 DB0332
 DB0332                          STATION RECOVERY (1974)
 DB0332
 DB0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0332'RECOVERED IN GOOD CONDITION.
 DB0332
 DB0332                          STATION RECOVERY (1977)
 DB0332
 DB0332'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0334 ***********************************************************************
 DB0334  DESIGNATION -  69 Z IID
 DB0334  PID         -  DB0334
 DB0334  STATE/COUNTY-  CA/IMPERIAL
 DB0334  USGS QUAD   -  PLASTER CITY (1979)
 DB0334
 DB0334                         *CURRENT SURVEY CONTROL
 DB0334  ___________________________________________________________________
 DB0334* NAD 83(1986)-  32 45 45.     (N)    115 45 33.     (W)     SCALED    
 DB0334* NAVD 88     -        -8.850  (meters)     -29.04   (feet)  READJUSTED
 DB0334  ___________________________________________________________________
 DB0334  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DB0334  DYNAMIC HT  -          -8.840 (meters)     -29.00  (feet)  COMP
 DB0334  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 DB0334
 DB0334  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0334
 DB0334.The horizontal coordinates were scaled from a topographic map and have
 DB0334.an estimated accuracy of +/- 6 seconds.
 DB0334
 DB0334.The orthometric height was determined by differential leveling
 DB0334.and adjusted in January 1995.
 DB0334.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0334.distribution rate of 0.0 thru 1.0 mm/km.
 DB0334.The height was derived from older observations constrained to new
 DB0334.heights in a crustal motion area.  The height is approximate in
 DB0334.relation to other heights in its vicinity.
 DB0334
 DB0334.The geoid height was determined by GEOID03.
 DB0334
 DB0334.The dynamic height is computed by dividing the NAVD 88
 DB0334.geopotential number by the normal gravity value computed on the
 DB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0334.degrees latitude (g = 980.6199 gals.).
 DB0334
 DB0334.The modeled gravity was interpolated from observed gravity values.
 DB0334
 DB0334;                    North         East    Units  Estimated Accuracy
 DB0334;SPC CA 6     -   566,190.    2,045,990.      MT  (+/- 180 meters Scaled)
 DB0334
 DB0334                          SUPERSEDED SURVEY CONTROL
 DB0334
 DB0334  NGVD 29 (??/??/??)   -9.557  (m)          -31.35   (f) ADJUSTED    2 0
 DB0334
 DB0334.Superseded values are not recommended for survey control.
 DB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0334.See file dsdata.txt to determine how the superseded data were derived.
 DB0334
 DB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS162256(NAD 83)
 DB0334_MARKER: Q = CHISELED SQUARE
 DB0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0334_SP_SET: BRIDGE
 DB0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0334
 DB0334  HISTORY     - Date     Condition        Report By
 DB0334  HISTORY     - UNK      MONUMENTED       IID
 DB0334  HISTORY     - 1969     GOOD             NGS
 DB0334  HISTORY     - 1974     GOOD             NGS
 DB0334  HISTORY     - 1977     GOOD             IID
 DB0334
 DB0334                          STATION DESCRIPTION
 DB0334
 DB0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0334'6.2 MI SW FROM SEELEY.
 DB0334'ABOUT 4.2 MILES WEST ALONG EVAN HEWES, FROM DREW ROAD IN
 DB0334'SEELEY, TO JEFFREY ROAD, ABOUT 1.9 MILES SOUTH ALONG JEFFREY
 DB0334'ROAD AND FOXGLOVE LATERAL 2 TO THE FOXGLOVE CANAL, ABOUT 0.1
 DB0334'MILES SOUTHEAST ALONG THE NORTH BANK OF THE FOXGLOVE CANAL TO
 DB0334'DELIVERY 11, NEAR THE SOUTHEAST CORNER OF LOT 5, SECTION 20.
 DB0334'SECTION 20, T 16 S., R 12 E.  NOTE-- A SQUARE CHIPPED ON THE SOUTH
 DB0334'UPSTREAM WINGWALL OF FOXGLOVE DELIVERY 11.
 DB0334
 DB0334                          STATION RECOVERY (1974)
 DB0334
 DB0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0334'RECOVERED IN GOOD CONDITION.
 DB0334
 DB0334                          STATION RECOVERY (1977)
 DB0334
 DB0334'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2508 ***********************************************************************
 HS2508  DESIGNATION -  69.21 USBR
 HS2508  PID         -  HS2508
 HS2508  STATE/COUNTY-  CA/MERCED
 HS2508  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2508
 HS2508                         *CURRENT SURVEY CONTROL
 HS2508  ___________________________________________________________________
 HS2508* NAD 83(1986)-  37 06 11.     (N)    121 02 15.     (W)     SCALED    
 HS2508* NAVD 88     -        54.27   (+/-2cm)     178.1    (feet)  VERTCON   
 HS2508  ___________________________________________________________________
 HS2508  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HS2508  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2508
 HS2508.The horizontal coordinates were scaled from a topographic map and have
 HS2508.an estimated accuracy of +/- 6 seconds.
 HS2508
 HS2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2508.The vertical order pertains to the NGVD 29 superseded value.
 HS2508
 HS2508.The geoid height was determined by GEOID03.
 HS2508
 HS2508;                    North         East    Units  Estimated Accuracy
 HS2508;SPC CA 3     -   567,070.    1,952,220.      MT  (+/- 180 meters Scaled)
 HS2508
 HS2508                          SUPERSEDED SURVEY CONTROL
 HS2508
 HS2508  NGVD 29 (??/??/??)   53.435  (m)          175.31   (f) ADJUSTED    1 1
 HS2508
 HS2508.Superseded values are not recommended for survey control.
 HS2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2508.See file dsdata.txt to determine how the superseded data were derived.
 HS2508
 HS2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG743081(NAD 83)
 HS2508_MARKER: DD = SURVEY DISK
 HS2508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2508_SP_SET: CANAL CONTROL VALVE WALL
 HS2508_STAMPING: 69.21
 HS2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2508
 HS2508  HISTORY     - Date     Condition        Report By
 HS2508  HISTORY     - UNK      MONUMENTED       BOR
 HS2508  HISTORY     - 1967     GOOD             NGS
 HS2508
 HS2508                          STATION DESCRIPTION
 HS2508
 HS2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2508'16.4 MI SW FROM GUSTINE.
 HS2508'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN
 HS2508'PACIFIC COMPANY RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES
 HS2508'WEST ALONG SULLIVAN ROAD, THENCE 11.4 MILES SOUTH ALONG THE
 HS2508'DELT-MENDOTA CANAL, 13.0 MILES WEST OF LOS BANOS, AT WATER
 HS2508'OUTLET CONTROL 69.21, IN THE TOP OF THE NORTHEAST END OF THE
 HS2508'CONCRETE WALL OF THE CONTROL VALVE, 27 FEET NORTHWEST OF THE
 HS2508'CENTER LINE OF THE SOUTHEAST LEVEE ROAD OF THE CANAL, 2.0 FEET
 HS2508'NORTHEAST OF THE CENTER OF THE VALVE, 1.8 FEET NORTHWEST OF THE
 HS2508'SOUTHEAST EDGE OF THE SOUTHEAST LINING OF THE CANAL, AND
 HS2508'ABOUT 4 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1183 ***********************************************************************
 DC1183  DESIGNATION -  69.9 USGS
 DC1183  PID         -  DC1183
 DC1183  STATE/COUNTY-  CA/SAN DIEGO
 DC1183  USGS QUAD   -  DEL MAR (1975)
 DC1183
 DC1183                         *CURRENT SURVEY CONTROL
 DC1183  ___________________________________________________________________
 DC1183* NAD 83(1986)-  32 56 17.     (N)    117 13 37.     (W)     SCALED    
 DC1183* NAVD 88     -        21.87   (+/-2cm)      71.8    (feet)  VERTCON   
 DC1183  ___________________________________________________________________
 DC1183  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DC1183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1183
 DC1183.The horizontal coordinates were scaled from a topographic map and have
 DC1183.an estimated accuracy of +/- 6 seconds.
 DC1183
 DC1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1183.The vertical order pertains to the NGVD 29 superseded value.
 DC1183
 DC1183.The geoid height was determined by GEOID03.
 DC1183
 DC1183;                    North         East    Units  Estimated Accuracy
 DC1183;SPC CA 6     -   585,980.    1,908,640.      MT  (+/- 180 meters Scaled)
 DC1183
 DC1183                          SUPERSEDED SURVEY CONTROL
 DC1183
 DC1183  NGVD 29 (??/??/??)   21.221  (m)           69.62   (f) ADJUSTED    2 0
 DC1183
 DC1183.Superseded values are not recommended for survey control.
 DC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1183.See file dsdata.txt to determine how the superseded data were derived.
 DC1183
 DC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS787444(NAD 83)
 DC1183_MARKER: S = SPIKE
 DC1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1183_SP_SET: POLE BASE
 DC1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1183
 DC1183  HISTORY     - Date     Condition        Report By
 DC1183  HISTORY     - UNK      MONUMENTED       USGS
 DC1183  HISTORY     - 1944     GOOD             NGS
 DC1183
 DC1183                          STATION DESCRIPTION
 DC1183
 DC1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC1183'4.2 MI SE FROM DEL MAR.
 DC1183'2.0 MILES SOUTH ALONG THE A. T. AND S FE RAILROAD FROM THE
 DC1183'STATION AT DEL MAR, THENCE 2.2 MILES NORTHEAST ALONG THE DEL MARK-LAKE
 DC1183'HODGES ROAD, SET AT THE SUMMIT OF A SMALL HILL, IN THE BASE OF
 DC1183'POLE NO. D 35423 T, ABOUT 0.1 MILE SOUTH OF A SMALL FARM HOUSE ON
 DC1183'TOP OF A HILL, 29 FEET SOUTH OF THE CENTER-LINE OF THE ROAD.  A
 DC1183'RAILROAD SPIKE DRIVEN IN THE BASE OF THE POLE AND ON THE NORTH
 DC1183'SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1145 ***********************************************************************
 MX1145  DESIGNATION -  6910
 MX1145  PID         -  MX1145
 MX1145  STATE/COUNTY-  CA/SISKIYOU
 MX1145  USGS QUAD   -  UKONOM LAKE (1980)
 MX1145
 MX1145                         *CURRENT SURVEY CONTROL
 MX1145  ___________________________________________________________________
 MX1145* NAD 83(1992)-  41 34 23.17763(N)    123 20 09.85749(W)     ADJUSTED  
 MX1145* NAVD 88     -      2106.     (meters)    6909.     (feet)  SCALED    
 MX1145  ___________________________________________________________________
 MX1145  EPOCH DATE  -        1991.35
 MX1145  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 MX1145  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 MX1145  HORZ ORDER  -  SECOND
 MX1145
 MX1145.The horizontal coordinates were established by classical geodetic methods
 MX1145.and adjusted by the National Geodetic Survey in March 1994.
 MX1145.The horizontal coordinates are valid at the epoch date displayed above.
 MX1145.The epoch date for horizontal control is a decimal equivalence
 MX1145.of Year/Month/Day.
 MX1145
 MX1145.The orthometric height was scaled from a topographic map.
 MX1145
 MX1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1145
 MX1145.The geoid height was determined by GEOID03.
 MX1145
 MX1145;                    North         East     Units Scale Factor Converg.
 MX1145;SPC CA 1     -   749,556.279 1,888,575.509   MT  0.99997758   -0 52 25.1
 MX1145;SPC CA 1     - 2,459,169.23  6,196,101.48   sFT  0.99997758   -0 52 25.1
 MX1145;UTM  10      - 4,602,434.845   471,982.087   MT  0.99960966   -0 13 22.8
 MX1145
 MX1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1145!SPC CA 1     -   0.99967367  x   0.99997758  =   0.99965126
 MX1145!UTM  10      -   0.99967367  x   0.99960966  =   0.99928346
 MX1145
 MX1145                          SUPERSEDED SURVEY CONTROL
 MX1145
 MX1145  NAD 83(1986)-  41 34 23.17208(N)    123 20 09.86588(W) AD(1984.00) 2
 MX1145  NAD 27      -  41 34 23.71010(N)    123 20 05.66780(W) AD(       ) 2
 MX1145
 MX1145.Superseded values are not recommended for survey control.
 MX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1145.See file dsdata.txt to determine how the superseded data were derived.
 MX1145
 MX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM7198202435(NAD 83)
 MX1145_MARKER: Z = SEE DESCRIPTION
 MX1145_SETTING: 0 = UNSPECIFIED SETTING
 MX1145
 MX1145  HISTORY     - Date     Condition        Report By
 MX1145  HISTORY     - 1952     MONUMENTED       CGS
 MX1145
 MX1145                          STATION DESCRIPTION
 MX1145
 MX1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1145'THE STATION IS LOCATED ABOUT 24 MILES AIRLINE WEST NORTHWEST
 MX1145'OF ETNA, 15 MILES AIRLINE SOUTH OF HAPPY CAMP, 15 MILES
 MX1145'AIRLINE NORTHEAST OF SOMES BAR, AND 3/4 MILE NORTH OF THE
 MX1145'GRANITE LAKES, ON THE HIGHEST POINT OF A ROCKY PEAK.
 MX1145'
 MX1145'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY ALUMINUM DISK
 MX1145'STAMPED 6910 SET IN A DRILL HOLE IN A LARGE BOULDER THAT
 MX1145'IS THE HIGHEST POINT OF THE PEAK.  IT IS 18.249 FEET, 5.562
 MX1145'METERS WEST SOUTHWEST OF STATION TICKNER.  THE CENTER OF THE
 MX1145'DISK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0081 ***********************************************************************
 FV0081  DESIGNATION -  692
 FV0081  PID         -  FV0081
 FV0081  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0081  USGS QUAD   -  PASO ROBLES (1979)
 FV0081
 FV0081                         *CURRENT SURVEY CONTROL
 FV0081  ___________________________________________________________________
 FV0081* NAD 83(1986)-  35 39 11.     (N)    120 41 36.     (W)     SCALED    
 FV0081* NAVD 88     -       211.638  (meters)     694.35   (feet)  ADJUSTED  
 FV0081  ___________________________________________________________________
 FV0081  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 FV0081  DYNAMIC HT  -         211.445 (meters)     693.72  (feet)  COMP
 FV0081  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 FV0081
 FV0081  VERT ORDER  -  FIRST     CLASS I
 FV0081
 FV0081.The horizontal coordinates were scaled from a topographic map and have
 FV0081.an estimated accuracy of +/- 6 seconds.
 FV0081
 FV0081.The orthometric height was determined by differential leveling
 FV0081.and adjusted in June 1991.
 FV0081
 FV0081.The geoid height was determined by GEOID03.
 FV0081
 FV0081.The dynamic height is computed by dividing the NAVD 88
 FV0081.geopotential number by the normal gravity value computed on the
 FV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0081.degrees latitude (g = 980.6199 gals.).
 FV0081
 FV0081.The modeled gravity was interpolated from observed gravity values.
 FV0081
 FV0081;                    North         East    Units  Estimated Accuracy
 FV0081;SPC CA 5     -   742,110.    1,756,120.      MT  (+/- 180 meters Scaled)
 FV0081
 FV0081                          SUPERSEDED SURVEY CONTROL
 FV0081
 FV0081  NGVD 29 (??/??/??)  210.725  (m)          691.35   (f) ADJUSTED    1 1
 FV0081
 FV0081.Superseded values are not recommended for survey control.
 FV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0081.See file dsdata.txt to determine how the superseded data were derived.
 FV0081
 FV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE088479(NAD 83)
 FV0081_MARKER: Q = CHISELED SQUARE
 FV0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FV0081_SP_SET: HEADWALL
 FV0081_MARK LOGO: NONE  
 FV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0081+STABILITY: SURFACE MOTION
 FV0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0081+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 FV0081
 FV0081  HISTORY     - Date     Condition        Report By
 FV0081  HISTORY     - UNK      MONUMENTED       USGS
 FV0081  HISTORY     - 1968     GOOD             NGS
 FV0081  HISTORY     - 1974     GOOD
 FV0081  HISTORY     - 19890123 GOOD             NGS
 FV0081  HISTORY     - 20071101 GOOD             CADT
 FV0081
 FV0081                          STATION DESCRIPTION
 FV0081
 FV0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0081'2.1 MI N FROM PASO ROBLES.
 FV0081'2.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0081'THE STATION AT PASO ROBLES, NEAR THE JUNCTION OF PARK AND 36TH
 FV0081'STREETS, IN THE TOP AND 1.6 FEET NORTHWEST OF THE SOUTHEAST END
 FV0081'OF THE SOUTHWEST CONCRETE HEAD WALL OF CULVERT 214.21, 7.0 FEET
 FV0081'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN
 FV0081'THE TRACK.
 FV0081
 FV0081                          STATION RECOVERY (1974)
 FV0081
 FV0081'RECOVERED 1974
 FV0081'RECOVERED IN GOOD CONDITION.
 FV0081
 FV0081                          STATION RECOVERY (1989)
 FV0081
 FV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0081'RECOVERED IN GOOD CONDITION.
 FV0081
 FV0081                          STATION RECOVERY (2007)
 FV0081
 FV0081'RECOVERY NOTE BY CALTRANS 2007 (CM)
 FV0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0193 ***********************************************************************
 KS0193  DESIGNATION -  6922.2
 KS0193  PID         -  KS0193
 KS0193  STATE/COUNTY-  CA/PLACER
 KS0193  USGS QUAD   -  SODA SPRINGS (1979)
 KS0193
 KS0193                         *CURRENT SURVEY CONTROL
 KS0193  ___________________________________________________________________
 KS0193* NAD 83(1986)-  39 18 47.     (N)    120 22 53.     (W)     SCALED    
 KS0193* NAVD 88     -      2111.10   (+/-2cm)    6926.2    (feet)  VERTCON   
 KS0193  ___________________________________________________________________
 KS0193  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 KS0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0193
 KS0193.The horizontal coordinates were scaled from a topographic map and have
 KS0193.an estimated accuracy of +/- 6 seconds.
 KS0193
 KS0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0193.The vertical order pertains to the NGVD 29 superseded value.
 KS0193
 KS0193.The geoid height was determined by GEOID03.
 KS0193
 KS0193;                    North         East    Units  Estimated Accuracy
 KS0193;SPC CA 2     -   684,000.    2,139,580.      MT  (+/- 180 meters Scaled)
 KS0193
 KS0193                          SUPERSEDED SURVEY CONTROL
 KS0193
 KS0193  NGVD 29 (??/??/??) 2109.871  (m)         6922.14   (f) ADJUSTED    2 0
 KS0193
 KS0193.Superseded values are not recommended for survey control.
 KS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0193.See file dsdata.txt to determine how the superseded data were derived.
 KS0193
 KS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ257547(NAD 83)
 KS0193_MARKER: N = NAIL
 KS0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0193_SP_SET: TREE
 KS0193_MARK LOGO: USGS  
 KS0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0193
 KS0193  HISTORY     - Date     Condition        Report By
 KS0193  HISTORY     - UNK      MONUMENTED       USGS
 KS0193  HISTORY     - 1952     GOOD             CGS
 KS0193
 KS0193                          STATION DESCRIPTION
 KS0193
 KS0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0193'1 MI S FROM SODA SPRINGS.
 KS0193'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0193'SODA SPRINGS, THENCE 0.8 MILE SOUTH ALONG THE SODA SPRINGS-FRENCH
 KS0193'MEADOWS ROAD, AT A JUNCTION OF A ROAD LEADING WEST TO CAMP
 KS0193'PAHATSI, THE TOP OF A COPPER NAIL AND WASHER IN THE BASE OF THE
 KS0193'EAST SIDE OF A TREE, 45 1/2 FEET NORTHWEST OF THE CENTER OF THE
 KS0193'JUNCTION OF ROADS, 18.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KS0193'ABOUT 1.0 FOOT HIGHER THAN THE LEVEL OF THE GROUND, AND MARKED
 KS0193'WITH THE WHITE PAINTED LETTERS AND NUMBERS USBM 6922/2 ON A BOARD
 KS0193'FASTENED TO A TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0233 ***********************************************************************
 KS0233  DESIGNATION -  6928.8 RM
 KS0233  PID         -  KS0233
 KS0233  STATE/COUNTY-  CA/PLACER
 KS0233  USGS QUAD   -  ROYAL GORGE (1979)
 KS0233
 KS0233                         *CURRENT SURVEY CONTROL
 KS0233  ___________________________________________________________________
 KS0233* NAD 83(1986)-  39 11 18.     (N)    120 24 45.     (W)     SCALED    
 KS0233* NAVD 88     -      2112.99   (+/-2cm)    6932.4    (feet)  VERTCON   
 KS0233  ___________________________________________________________________
 KS0233  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KS0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0233
 KS0233.The horizontal coordinates were scaled from a topographic map and have
 KS0233.an estimated accuracy of +/- 6 seconds.
 KS0233
 KS0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0233.The vertical order pertains to the NGVD 29 superseded value.
 KS0233
 KS0233.The geoid height was determined by GEOID03.
 KS0233
 KS0233;                    North         East    Units  Estimated Accuracy
 KS0233;SPC CA 2     -   670,110.    2,137,140.      MT  (+/- 180 meters Scaled)
 KS0233
 KS0233                          SUPERSEDED SURVEY CONTROL
 KS0233
 KS0233  NGVD 29 (??/??/??) 2111.859  (m)         6928.66   (f) ADJUSTED    2 0
 KS0233
 KS0233.Superseded values are not recommended for survey control.
 KS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0233.See file dsdata.txt to determine how the superseded data were derived.
 KS0233
 KS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ234408(NAD 83)
 KS0233_MARKER: N = NAIL
 KS0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0233_SP_SET: TREE
 KS0233_MARK LOGO: USGS  
 KS0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0233
 KS0233  HISTORY     - Date     Condition        Report By
 KS0233  HISTORY     - UNK      MONUMENTED       USGS
 KS0233  HISTORY     - 1952     GOOD             CGS
 KS0233
 KS0233                          STATION DESCRIPTION
 KS0233
 KS0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0233'21.6 MI SW FROM SODA SPRINGS.
 KS0233'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0233'SODA SPRINGS, THENCE 21.35 MILES SOUTHWEST ALONG THE SODA
 KS0233'SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF THE WEST SIDE
 KS0233'OF A 12-INCH FIR TREE, 46.0 FEET NORTHWEST OF THE CENTER LINE
 KS0233'OF THE ROAD, 34.4 FEET NORTHWEST OF W L S 1 (USGS), ABOUT 14.0
 KS0233'FEET HIGHER THAN THE ROAD, AND MARKED WITH A WHITE PAINTED
 KS0233'BOARD WITH THE NUMBERS 6928.8 ON IT, AND NAILED TO THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1673 ***********************************************************************
 GT1673  DESIGNATION -  694
 GT1673  PID         -  GT1673
 GT1673  STATE/COUNTY-  CA/FRESNO
 GT1673  USGS QUAD   -  ACADEMY (1978)
 GT1673
 GT1673                         *CURRENT SURVEY CONTROL
 GT1673  ___________________________________________________________________
 GT1673* NAD 83(1986)-  36 58 29.     (N)    119 33 48.     (W)     SCALED    
 GT1673* NAVD 88     -       212.28   (+/-2cm)     696.5    (feet)  VERTCON   
 GT1673  ___________________________________________________________________
 GT1673  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GT1673  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1673
 GT1673.The horizontal coordinates were scaled from a topographic map and have
 GT1673.an estimated accuracy of +/- 6 seconds.
 GT1673
 GT1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1673.The vertical order pertains to the NGVD 29 superseded value.
 GT1673
 GT1673.The geoid height was determined by GEOID03.
 GT1673
 GT1673;                    North         East    Units  Estimated Accuracy
 GT1673;SPC CA 4     -   682,280.    1,949,840.      MT  (+/- 180 meters Scaled)
 GT1673
 GT1673                          SUPERSEDED SURVEY CONTROL
 GT1673
 GT1673  NGVD 29 (??/??/92)  211.465  (m)          693.78   (f) ADJ UNCH    1 1
 GT1673
 GT1673.Superseded values are not recommended for survey control.
 GT1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1673.See file dsdata.txt to determine how the superseded data were derived.
 GT1673
 GT1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA718951(NAD 83)
 GT1673_MARKER: DD = SURVEY DISK
 GT1673_SETTING: 80 = SET IN A BOULDER
 GT1673_SP_SET: BOULDER
 GT1673_STAMPING: 694 BB 1919 109
 GT1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1673+STABILITY: SURFACE MOTION
 GT1673
 GT1673  HISTORY     - Date     Condition        Report By
 GT1673  HISTORY     - 1919     MONUMENTED       USGS
 GT1673  HISTORY     - 1972     GOOD             NGS
 GT1673
 GT1673                          STATION DESCRIPTION
 GT1673
 GT1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1673'8.8 MI N FROM ACADEMY.
 GT1673'5.15 MILES NORTHEAST ALONG STATE HIGHWAY 168 FROM THE JUNCTION OF
 GT1673'MADSEN AVENUE AT ACADEMY, THENCE 3.65 MILES NORTHWEST ALONG
 GT1673'MILLERTON ROAD, IN THE TOP OF A 12- BY 10-FOOT GRANITE BOULDER
 GT1673'PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 35.0 FEET SOUTHEAST OF
 GT1673'THE CENTER LINE OF THE ROAD, 44.0 FEET SOUTH-SOUTHWEST OF AN
 GT1673'18-INCH OAK TREE WHICH IS IN THE FENCE LINE, 16.0 FEET SOUTHEAST
 GT1673'OF A FENCE, 85.0 FEET WEST-SOUTHWEST OF A TELEPHONE POLE WITH A
 GT1673'GUY WIRE, AND ABOUT 5 FEET HIGHER THAN THE ROAD.  SEC 15, T11S,
 GT1673'R22E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0677 ***********************************************************************
 JR0677  DESIGNATION -  6942
 JR0677  PID         -  JR0677
 JR0677  STATE/COUNTY-  CA/MONO
 JR0677  USGS QUAD   -  FALES HOT SPRINGS (1978)
 JR0677
 JR0677                         *CURRENT SURVEY CONTROL
 JR0677  ___________________________________________________________________
 JR0677* NAD 83(1986)-  38 20 35.     (N)    119 27 01.     (W)     SCALED    
 JR0677* NAVD 88     -      2118.146  (meters)    6949.28   (feet)  POSTED    
 JR0677  ___________________________________________________________________
 JR0677  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 JR0677  DYNAMIC HT  -        2115.620 (meters)    6941.00  (feet)  COMP
 JR0677  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 JR0677
 JR0677  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JR0677
 JR0677.The horizontal coordinates were scaled from a topographic map and have
 JR0677.an estimated accuracy of +/- 6 seconds.
 JR0677
 JR0677.The orthometric height was determined by differential leveling
 JR0677.and adjusted in October 2003.
 JR0677.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JR0677.rate of 1.1 thru 2.0 mm/km.
 JR0677
 JR0677.The geoid height was determined by GEOID03.
 JR0677
 JR0677.The dynamic height is computed by dividing the NAVD 88
 JR0677.geopotential number by the normal gravity value computed on the
 JR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0677.degrees latitude (g = 980.6199 gals.).
 JR0677
 JR0677.The modeled gravity was interpolated from observed gravity values.
 JR0677
 JR0677;                    North         East    Units  Estimated Accuracy
 JR0677;SPC CA 3     -   705,070.    2,091,770.      MT  (+/- 180 meters Scaled)
 JR0677
 JR0677                          SUPERSEDED SURVEY CONTROL
 JR0677
 JR0677  NGVD 29 (??/??/92) 2116.765  (m)         6944.75   (f) ADJ UNCH    1 2
 JR0677
 JR0677.Superseded values are not recommended for survey control.
 JR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0677.See file dsdata.txt to determine how the superseded data were derived.
 JR0677
 JR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC858467(NAD 83)
 JR0677_MARKER: P = PIPE CAP
 JR0677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0677_STAMPING: 6942
 JR0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0677
 JR0677  HISTORY     - Date     Condition        Report By
 JR0677  HISTORY     - UNK      MONUMENTED       USGS
 JR0677  HISTORY     - 1957     GOOD             NGS
 JR0677
 JR0677                          STATION DESCRIPTION
 JR0677
 JR0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0677'0.4 MI S FROM SONORA JUNCTION.
 JR0677'0.4 MILE SOUTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF STATE
 JR0677'HIGHWAY 108 AT SONORA JUNCTION, IN R 23 E, T 6 N, IN THE
 JR0677'NORTHEAST QUARTER OF SECTION 28, 0.1 MILE SOUTHEAST OF HARDY
 JR0677'STATION, ALONG A FIELD ROAD LEADING TO A BARN, 69 1/2 FEET
 JR0677'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE
 JR0677'CENTER OF A GATE, 12 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JR0677'ROAD, 5.0 FEET NORTHEAST OF A FENCE, 1.4 FEET SOUTHWEST OF A
 JR0677'WITNESS POST, ABOUT 10 FEET LOWER THAN THE HIGHWAY, ABOUT LEVEL
 JR0677'WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 JR0677'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3408 ***********************************************************************
 EW3408  DESIGNATION -  695+52.34 CAHD
 EW3408  PID         -  EW3408
 EW3408  STATE/COUNTY-  CA/LOS ANGELES
 EW3408  USGS QUAD   -  LEBEC (1991)
 EW3408
 EW3408                         *CURRENT SURVEY CONTROL
 EW3408  ___________________________________________________________________
 EW3408* NAD 83(1986)-  34 48 01.     (N)    118 52 29.     (W)     SCALED    
 EW3408* NAVD 88     -      1273.55   (+/-2cm)    4178.3    (feet)  VERTCON   
 EW3408  ___________________________________________________________________
 EW3408  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EW3408  VERT ORDER  -  THIRD (See Below)
 EW3408
 EW3408.The horizontal coordinates were scaled from a topographic map and have
 EW3408.an estimated accuracy of +/- 6 seconds.
 EW3408
 EW3408.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3408.The vertical order pertains to the NGVD 29 superseded value.
 EW3408
 EW3408.The geoid height was determined by GEOID03.
 EW3408
 EW3408;                    North         East    Units  Estimated Accuracy
 EW3408;SPC CA 5     -   644,580.    1,919,960.      MT  (+/- 180 meters Scaled)
 EW3408
 EW3408                          SUPERSEDED SURVEY CONTROL
 EW3408
 EW3408  NGVD 29 (??/??/??) 1272.62   (m)         4175.3    (f) RESET       3  
 EW3408
 EW3408.Superseded values are not recommended for survey control.
 EW3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3408.See file dsdata.txt to determine how the superseded data were derived.
 EW3408
 EW3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU285524(NAD 83)
 EW3408_MARKER: DD = SURVEY DISK
 EW3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3408_STAMPING: 695+52.34
 EW3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3408+STABILITY: SURFACE MOTION
 EW3408
 EW3408  HISTORY     - Date     Condition        Report By
 EW3408  HISTORY     - UNK      MONUMENTED       CADH
 EW3408  HISTORY     - 1953     GOOD             NGS
 EW3408  HISTORY     - 1971     MARK NOT FOUND   NGS
 EW3408
 EW3408                          STATION DESCRIPTION
 EW3408
 EW3408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EW3408'1.4 MI W FROM GORMAN.
 EW3408'0.6 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT GORMAN,
 EW3408'THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 99, AT TEJON PASS, IN
 EW3408'THE NORTHWEST END OF A TRAFFIC ISLAND BETWEEN THE NORTHEAST AND
 EW3408'SOUTHWEST LANES OF THE HIGHWAY, ABOUT 65 YARDS SOUTHWEST OF THE
 EW3408'WEST CORNER OF THE HOLLAND MOTEL OFFICE, 36.4 FEET SOUTHEAST
 EW3408'OF THE SOUTHEAST CURB OF A DRIVE CONNECTING THE TWO TRAFFIC
 EW3408'LANES, 10.4 FEET NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST
 EW3408'LANES, 9.6 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST
 EW3408'LANES, 4.9 FEET NORTHWEST OF THE SOUTHEAST END OF A 16-INCH
 EW3408'CORRUGATED METAL PIPE CULVERT, 1.7 FEET SOUTHEAST OF A 2- BY
 EW3408'10-INCH MARKER POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 EW3408'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EW3408
 EW3408                          STATION RECOVERY (1971)
 EW3408
 EW3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EW3408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1252 ***********************************************************************
 EV1252  DESIGNATION -  696
 EV1252  PID         -  EV1252
 EV1252  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1252  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1252
 EV1252                         *CURRENT SURVEY CONTROL
 EV1252  ___________________________________________________________________
 EV1252* NAD 83(1986)-  34 13 44.     (N)    117 16 38.     (W)     SCALED    
 EV1252* NAVD 88     -      1424.13   (+/-2cm)    4672.3    (feet)  VERTCON   
 EV1252  ___________________________________________________________________
 EV1252  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV1252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EV1252
 EV1252.The horizontal coordinates were scaled from a topographic map and have
 EV1252.an estimated accuracy of +/- 6 seconds.
 EV1252
 EV1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1252.The vertical order pertains to the NGVD 29 superseded value.
 EV1252
 EV1252.The geoid height was determined by GEOID03.
 EV1252
 EV1252;                    North         East    Units  Estimated Accuracy
 EV1252;SPC CA 5     -   581,090.    2,066,590.      MT  (+/- 180 meters Scaled)
 EV1252
 EV1252                          SUPERSEDED SURVEY CONTROL
 EV1252
 EV1252  NGVD 29 (??/??/92) 1423.253  (m)         4669.46   (f) ADJ UNCH    2 0
 EV1252
 EV1252.Superseded values are not recommended for survey control.
 EV1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1252.See file dsdata.txt to determine how the superseded data were derived.
 EV1252
 EV1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT744875(NAD 83)
 EV1252_MARKER: DD = SURVEY DISK
 EV1252_SETTING: 66 = SET IN ROCK OUTCROP
 EV1252_SP_SET: ROCK CUT
 EV1252_STAMPING: 696 29.48 23.28 1929
 EV1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV1252+STABILITY: POSITION/ELEVATION WELL
 EV1252
 EV1252  HISTORY     - Date     Condition        Report By
 EV1252  HISTORY     - 1929     MONUMENTED       BPR
 EV1252  HISTORY     - 1943     GOOD             NGS
 EV1252
 EV1252                          STATION DESCRIPTION
 EV1252
 EV1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EV1252'2.5 MI SE FROM CRESTLINE.
 EV1252'1.4 MILES SOUTH ALONG A ROAD FROM THE POST OFFICE AT CRESTLINE,
 EV1252'THENCE 0.9 MILE EAST ALONG STATE HIGHWAY 18, 0.9 MILE EAST
 EV1252'OF CRESTVIEW JUNCTION, 17 FEET NORTH OF THE CENTERLINE OF THE
 EV1252'HIGHWAY, 58 FEET NORTH OF THE WEST END OF A STONE CURB ALONG THE
 EV1252'SOUTH SIDE OF THE HIGHWAY, AT THE EAST END OF A ROCK CUT, IN
 EV1252'THE FACE OF THE CUT, AND ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX0633 ***********************************************************************
 MX0633  DESIGNATION -  698 USGS
 MX0633  PID         -  MX0633
 MX0633  STATE/COUNTY-  CA/HUMBOLDT
 MX0633  USGS QUAD   -  ORLEANS (1978)
 MX0633
 MX0633                         *CURRENT SURVEY CONTROL
 MX0633  ___________________________________________________________________
 MX0633* NAD 83(1986)-  41 16 44.     (N)    123 35 15.     (W)     SCALED    
 MX0633* NAVD 88     -       183.470  (meters)     601.93   (feet)  ADJUSTED  
 MX0633  ___________________________________________________________________
 MX0633  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 MX0633  DYNAMIC HT  -         183.376 (meters)     601.63  (feet)  COMP
 MX0633  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 MX0633
 MX0633  VERT ORDER  -  SECOND    CLASS 0
 MX0633
 MX0633.The horizontal coordinates were scaled from a topographic map and have
 MX0633.an estimated accuracy of +/- 6 seconds.
 MX0633
 MX0633.The orthometric height was determined by differential leveling
 MX0633.and adjusted in June 1991.
 MX0633
 MX0633.The geoid height was determined by GEOID03.
 MX0633
 MX0633.The dynamic height is computed by dividing the NAVD 88
 MX0633.geopotential number by the normal gravity value computed on the
 MX0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0633.degrees latitude (g = 980.6199 gals.).
 MX0633
 MX0633.The modeled gravity was interpolated from observed gravity values.
 MX0633
 MX0633;                    North         East    Units  Estimated Accuracy
 MX0633;SPC CA 1     -   717,240.    1,867,020.      MT  (+/- 180 meters Scaled)
 MX0633
 MX0633                          SUPERSEDED SURVEY CONTROL
 MX0633
 MX0633  NGVD 29 (??/??/??)  182.465  (m)          598.64   (f) ADJUSTED    2 0
 MX0633
 MX0633.Superseded values are not recommended for survey control.
 MX0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0633.See file dsdata.txt to determine how the superseded data were derived.
 MX0633
 MX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL507698(NAD 83)
 MX0633_MARKER: N = NAIL
 MX0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0633_SP_SET: TREE
 MX0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0633
 MX0633  HISTORY     - Date     Condition        Report By
 MX0633  HISTORY     - UNK      MONUMENTED       CGS
 MX0633  HISTORY     - 1949     GOOD             NGS
 MX0633
 MX0633                          STATION DESCRIPTION
 MX0633
 MX0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 MX0633'3.6 MI SW FROM ORLEANS.
 MX0633'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE
 MX0633'AT ORLEANS, ON THE OUTSIDE OF A CURVE, 76 FEET NORTHEAST OF THE
 MX0633'JUNCTION OF CEDAR CAMP ROAD, 27 1/2 FEET SOUTH OF THE CENTER
 MX0633'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, DRIVEN IN
 MX0633'A ROOT ON THE NORTH SIDE OF A 22-INCH MADRONA TREE, AND MARKED
 MX0633'BY THE WHITE PAINTED LETTERS UE1 698.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0947 ***********************************************************************
 KT0947  DESIGNATION -  699 10.90 BPR
 KT0947  PID         -  KT0947
 KT0947  STATE/COUNTY-  CA/MENDOCINO
 KT0947  USGS QUAD   -  NEWHOUSE RIDGE (1994)
 KT0947
 KT0947                         *CURRENT SURVEY CONTROL
 KT0947  ___________________________________________________________________
 KT0947* NAD 83(1986)-  39 49 33.     (N)    123 06 24.     (W)     SCALED    
 KT0947* NAVD 88     -       471.89   (+/-2cm)    1548.2    (feet)  VERTCON   
 KT0947  ___________________________________________________________________
 KT0947  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 KT0947  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0947
 KT0947.The horizontal coordinates were scaled from a topographic map and have
 KT0947.an estimated accuracy of +/- 6 seconds.
 KT0947
 KT0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0947.The vertical order pertains to the NGVD 29 superseded value.
 KT0947
 KT0947.The geoid height was determined by GEOID03.
 KT0947
 KT0947;                    North         East    Units  Estimated Accuracy
 KT0947;SPC CA 2     -   740,270.    1,905,260.      MT  (+/- 180 meters Scaled)
 KT0947
 KT0947                          SUPERSEDED SURVEY CONTROL
 KT0947
 KT0947  NGVD 29 (??/??/92)  470.93   (m)         1545.0    (f) COMPUTED    1 2
 KT0947
 KT0947.Superseded values are not recommended for survey control.
 KT0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0947.See file dsdata.txt to determine how the superseded data were derived.
 KT0947
 KT0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK908084(NAD 83)
 KT0947_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0947_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0947_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0947_STAMPING: 1533.79 699 10.90-27
 KT0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0947
 KT0947  HISTORY     - Date     Condition        Report By
 KT0947  HISTORY     - UNK      MONUMENTED       BPR
 KT0947  HISTORY     - 1966     GOOD             NGS
 KT0947
 KT0947                          STATION DESCRIPTION
 KT0947
 KT0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0947'10.4 MI NE FROM COVELO.
 KT0947'10.4 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE
 KT0947'AT COVELO, 0.05 MILE EAST OF THE CENTER OF A CURVE AND SMALL
 KT0947'CREEK, ON THE OUTSIDE OF A CURVE, 42 FEET SOUTH OF THE
 KT0947'CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A WITNESS POST, ABOUT
 KT0947'3 1/2 FEET LOWER THAN THE ROAD, AND RIVETED ON THE TOP OF A
 KT0947'2-INCH IRON POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0682 ***********************************************************************
 DX0682  DESIGNATION -  7
 DX0682  PID         -  DX0682
 DX0682  STATE/COUNTY-  CA/RIVERSIDE
 DX0682  USGS QUAD   -  INDIO (1972)
 DX0682
 DX0682                         *CURRENT SURVEY CONTROL
 DX0682  ___________________________________________________________________
 DX0682* NAD 83(1986)-  33 42 48.     (N)    116 12 20.     (W)     SCALED    
 DX0682* NAVD 88     -        -7.52   (+/-2cm)     -24.7    (feet)  VERTCON   
 DX0682  ___________________________________________________________________
 DX0682  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DX0682  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0682
 DX0682.The horizontal coordinates were scaled from a topographic map and have
 DX0682.an estimated accuracy of +/- 6 seconds.
 DX0682
 DX0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0682.The vertical order pertains to the NGVD 29 superseded value.
 DX0682
 DX0682.The geoid height was determined by GEOID03.
 DX0682
 DX0682;                    North         East    Units  Estimated Accuracy
 DX0682;SPC CA 6     -   671,530.    2,004,120.      MT  (+/- 180 meters Scaled)
 DX0682
 DX0682                          SUPERSEDED SURVEY CONTROL
 DX0682
 DX0682  NGVD 29 (??/??/??)   -8.189  (m)          -26.87   (f) ADJUSTED    1 2
 DX0682
 DX0682.Superseded values are not recommended for survey control.
 DX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0682.See file dsdata.txt to determine how the superseded data were derived.
 DX0682
 DX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT736306(NAD 83)
 DX0682_MARKER: DD = SURVEY DISK
 DX0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0682_STAMPING: 7
 DX0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0682+STABILITY: SURFACE MOTION
 DX0682
 DX0682  HISTORY     - Date     Condition        Report By
 DX0682  HISTORY     - UNK      MONUMENTED       CADH
 DX0682  HISTORY     - 1956     GOOD             NGS
 DX0682
 DX0682                          STATION DESCRIPTION
 DX0682
 DX0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0682'0.8 MI SE FROM INDIO.
 DX0682'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0682'PACIFIC COMPANY RAILROAD STATION AT INDIO, 0.1 MILE SOUTHEAST
 DX0682'OF THE Y JUNCTION OF STATE HIGHWAY 111, IN THE APPROXIMATE
 DX0682'CENTER OF THE ASPHALT ISLAND OF THE DIVIDED HIGHWAY, 8.7 FEET
 DX0682'NORTHEAST OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE,
 DX0682'8.7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST TRAFFIC
 DX0682'LANE, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE
 DX0682'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2020 ***********************************************************************
 EW2020  DESIGNATION -  7
 EW2020  PID         -  EW2020
 EW2020  STATE/COUNTY-  CA/LOS ANGELES
 EW2020  USGS QUAD   -  BURBANK (1994)
 EW2020
 EW2020                         *CURRENT SURVEY CONTROL
 EW2020  ___________________________________________________________________
 EW2020* NAD 83(1986)-  34 08 32.     (N)    118 16 11.     (W)     SCALED    
 EW2020* NAVD 88     -       142.58   (+/-2cm)     467.8    (feet)  VERTCON   
 EW2020  ___________________________________________________________________
 EW2020  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EW2020  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2020
 EW2020.The horizontal coordinates were scaled from a topographic map and have
 EW2020.an estimated accuracy of +/- 6 seconds.
 EW2020
 EW2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2020.The vertical order pertains to the NGVD 29 superseded value.
 EW2020
 EW2020.The geoid height was determined by GEOID03.
 EW2020
 EW2020;                    North         East    Units  Estimated Accuracy
 EW2020;SPC CA 5     -   571,270.    1,975,120.      MT  (+/- 180 meters Scaled)
 EW2020
 EW2020                          SUPERSEDED SURVEY CONTROL
 EW2020
 EW2020  NGVD 29 (??/??/92)  141.781  (m)          465.16   (f) ADJ UNCH    1 2
 EW2020
 EW2020.Superseded values are not recommended for survey control.
 EW2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2020.See file dsdata.txt to determine how the superseded data were derived.
 EW2020
 EW2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT829786(NAD 83)
 EW2020_MARKER: Z = SEE DESCRIPTION
 EW2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2020+STABILITY: SURFACE MOTION
 EW2020
 EW2020  HISTORY     - Date     Condition        Report By
 EW2020  HISTORY     - UNK      MONUMENTED       CA1430
 EW2020  HISTORY     - 1955     GOOD             NGS
 EW2020  HISTORY     - 1964     GOOD             NGS
 EW2020  HISTORY     - 1987     MARK NOT FOUND   NGS
 EW2020
 EW2020                          STATION DESCRIPTION
 EW2020
 EW2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2020'AT GLENDALE.
 EW2020'AT GLENDALE, 1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 EW2020'COMPANY RAILROAD FROM THE STATION, AT THE NORTHEAST CORNER OF
 EW2020'THE INTERSECTION OF COLORADO STREET AND SAN FERNANDO ROAD, AT THE
 EW2020'WEST END OF A DRAIN BOX, LEADED IN THE TOP OF THE NORTH CURB
 EW2020'OF COLORADO STREET, 48.4 FEET EAST OF THE PROLONGATION OF
 EW2020'THE EAST CURB OF THE ROAD, 3.4 FEET SOUTHEAST OF A STEEL LIGHT
 EW2020'POLE, ABOUT 1/2 FOOT HIGHER THAN THE STREET, AND MARKED BY THE
 EW2020'PAINTED LETTERS AND NUMBERS B.M. 7 EL=465.39 ON THE CURB.
 EW2020
 EW2020                          STATION RECOVERY (1964)
 EW2020
 EW2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW2020'RECOVERED IN GOOD CONDITION.
 EW2020
 EW2020                          STATION RECOVERY (1987)
 EW2020
 EW2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2020'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1400 ***********************************************************************
 DY1400  DESIGNATION -  7
 DY1400  PID         -  DY1400
 DY1400  STATE/COUNTY-  CA/LOS ANGELES
 DY1400  USGS QUAD   -  VENICE (1981)
 DY1400
 DY1400                         *CURRENT SURVEY CONTROL
 DY1400  ___________________________________________________________________
 DY1400* NAD 83(1986)-  33 58 31.     (N)    118 25 01.     (W)     SCALED    
 DY1400* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 DY1400  ___________________________________________________________________
 DY1400  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DY1400
 DY1400.The horizontal coordinates were scaled from a topographic map and have
 DY1400.an estimated accuracy of +/- 6 seconds.
 DY1400
 DY1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1400.The vertical order pertains to the NGVD 29 superseded value.
 DY1400
 DY1400.The geoid height was determined by GEOID03.
 DY1400
 DY1400;                    North         East    Units  Estimated Accuracy
 DY1400;SPC CA 5     -   552,800.    1,961,470.      MT  (+/- 180 meters Scaled)
 DY1400
 DY1400                          SUPERSEDED SURVEY CONTROL
 DY1400
 DY1400  NGVD 29 (??/??/92)    2.31   (m)            7.6    (f) COMPUTED    2 0
 DY1400
 DY1400.Superseded values are not recommended for survey control.
 DY1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1400.See file dsdata.txt to determine how the superseded data were derived.
 DY1400
 DY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT691603(NAD 83)
 DY1400_MARKER: DB = BENCH MARK DISK
 DY1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1400_STAMPING: NO 7 1966
 DY1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1400+STABILITY: SURFACE MOTION
 DY1400
 DY1400  HISTORY     - Date     Condition        Report By
 DY1400  HISTORY     - 1966     MONUMENTED       CGS
 DY1400
 DY1400                          STATION DESCRIPTION
 DY1400
 DY1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DY1400'AT HUGHES AIRPORT.
 DY1400'0.65 MILE WEST-SOUTHWEST ALONG A 3-LANE OILED ROAD THAT PARALLELS
 DY1400'THE RUNWAY FROM BUILDING NO. 1 AT THE HUGHES AIRPORT, 30.4 FEET
 DY1400'SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL GREEN BUILDING,
 DY1400'30.4 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SAME BUILDING,
 DY1400'9.1 FEET WEST OF THE WEST EDGE OF A LARGE ASPHALT AREA AND
 DY1400'SET IN THE TOP OF A MASS OF CONCRETE THAT IS FLUSH WITH THE
 DY1400'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1403 ***********************************************************************
 DX1403  DESIGNATION -  7
 DX1403  PID         -  DX1403
 DX1403  STATE/COUNTY-  CA/RIVERSIDE
 DX1403  USGS QUAD   -  PECHANGA (1988)
 DX1403
 DX1403                         *CURRENT SURVEY CONTROL
 DX1403  ___________________________________________________________________
 DX1403* NAD 83(1986)-  33 29 15.     (N)    117 04 10.     (W)     SCALED    
 DX1403* NAVD 88     -       345.50   (+/-2cm)    1133.5    (feet)  VERTCON   
 DX1403  ___________________________________________________________________
 DX1403  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DX1403  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1403
 DX1403.The horizontal coordinates were scaled from a topographic map and have
 DX1403.an estimated accuracy of +/- 6 seconds.
 DX1403
 DX1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1403.The vertical order pertains to the NGVD 29 superseded value.
 DX1403
 DX1403.The geoid height was determined by GEOID03.
 DX1403
 DX1403;                    North         East    Units  Estimated Accuracy
 DX1403;SPC CA 6     -   646,780.    1,923,850.      MT  (+/- 180 meters Scaled)
 DX1403
 DX1403                          SUPERSEDED SURVEY CONTROL
 DX1403
 DX1403  NGVD 29 (??/??/??)  344.801  (m)         1131.23   (f) ADJUSTED    1 2
 DX1403
 DX1403.Superseded values are not recommended for survey control.
 DX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1403.See file dsdata.txt to determine how the superseded data were derived.
 DX1403
 DX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT935053(NAD 83)
 DX1403_MARKER: P = PIPE CAP
 DX1403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1403_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1403_STAMPING: VAILCO  1130.95
 DX1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1403
 DX1403  HISTORY     - Date     Condition        Report By
 DX1403  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1403  HISTORY     - 1960     POOR             NGS
 DX1403
 DX1403                          STATION DESCRIPTION
 DX1403
 DX1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1403'5.6 MI E FROM TEMECULA.
 DX1403'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1403'POST OFFICE AT TEMECULA, THENCE 3.8 MILES NORTHEAST ALONG STATE
 DX1403'HIGHWAY 71, 100 YARDS WEST OF A GATE AND IRRIGATION VALVE N,
 DX1403'50 YARDS WEST OF POWER LINE POLE V 104, NEAR AN EAST-WEST
 DX1403'FENCE LINE ON THE NORTH SIDE OF THE HIGHWAY AND FASTENED TO THE TOP
 DX1403'OF AN IRON PIPE.  THE PIPE HAS BEEN HIT BY ROAD EQUIPMENT AND
 DX1403'IS LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0111 ***********************************************************************
 HR0111  DESIGNATION -  7
 HR0111  PID         -  HR0111
 HR0111  STATE/COUNTY-  CA/MONO
 HR0111  USGS QUAD   -  JUNE LAKE (1994)
 HR0111
 HR0111                         *CURRENT SURVEY CONTROL
 HR0111  ___________________________________________________________________
 HR0111* NAD 83(1986)-  37 50 33.     (N)    119 04 43.     (W)     SCALED    
 HR0111* NAVD 88     -      2222.371  (meters)    7291.23   (feet)  ADJUSTED  
 HR0111  ___________________________________________________________________
 HR0111  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 HR0111  DYNAMIC HT  -        2219.622 (meters)    7282.21  (feet)  COMP
 HR0111  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 HR0111  OBS GRAVITY -     979,307.3   (mgal)                       GRAV_OBS
 HR0111
 HR0111  VERT ORDER  -  FIRST     CLASS I
 HR0111
 HR0111.The horizontal coordinates were scaled from a topographic map and have
 HR0111.an estimated accuracy of +/- 6 seconds.
 HR0111
 HR0111.The orthometric height was determined by differential leveling
 HR0111.and adjusted in June 1991.
 HR0111
 HR0111.The geoid height was determined by GEOID03.
 HR0111
 HR0111.The dynamic height is computed by dividing the NAVD 88
 HR0111.geopotential number by the normal gravity value computed on the
 HR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0111.degrees latitude (g = 980.6199 gals.).
 HR0111
 HR0111.The modeled gravity was interpolated from observed gravity values.
 HR0111.The observed gravity was obtained from relative gravimeter ties
 HR0111.to the IGSN71 gravity network.
 HR0111
 HR0111;                    North         East    Units  Estimated Accuracy
 HR0111;SPC CA 3     -   649,940.    2,125,100.      MT  (+/- 180 meters Scaled)
 HR0111
 HR0111                          SUPERSEDED SURVEY CONTROL
 HR0111
 HR0111  NGVD 29 (??/??/92) 2220.967  (m)         7286.62   (f) ADJ UNCH    1 1
 HR0111
 HR0111.Superseded values are not recommended for survey control.
 HR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0111.See file dsdata.txt to determine how the superseded data were derived.
 HR0111
 HR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB171903(NAD 83)
 HR0111_MARKER: P = PIPE CAP
 HR0111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0111_SP_SET: METAL PIPE IN CONCRETE
 HR0111_STAMPING: 7
 HR0111_MARK LOGO: CA1980
 HR0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0111+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR0111
 HR0111  HISTORY     - Date     Condition        Report By
 HR0111  HISTORY     - UNK      MONUMENTED       CA1980
 HR0111  HISTORY     - 1957     GOOD             NGS
 HR0111  HISTORY     - 1985     GOOD             USGS
 HR0111  HISTORY     - 1986     GOOD             NGS
 HR0111  HISTORY     - 1987     GOOD             NGS
 HR0111  HISTORY     - 19881010 GOOD             NGS
 HR0111
 HR0111                          STATION DESCRIPTION
 HR0111
 HR0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0111'2.5 MI NW FROM JUNE LAKE JUNCTION.
 HR0111'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE Y JUNCTION
 HR0111'OF JUNE LAKE ROAD AT JUNE LAKE JUNCTION, IN R 26 E, T 1 S,
 HR0111'NEAR THE CENTER OF SECTION 23, AT THE Y JUNCTION OF A DIRT ROAD
 HR0111'LEADING SOUTH TO JUNE LAKE, 85 1/2 FEET SOUTHWEST OF THE CENTER
 HR0111'LINE OF THE HIGHWAY AT THE CENTER OF THE JUNCTION, 28 FEET
 HR0111'WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF A
 HR0111'WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND RIVETED
 HR0111'ON THE TOP OF A 2 1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 HR0111'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 HR0111
 HR0111                          STATION RECOVERY (1985)
 HR0111
 HR0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0111'RECOVERED IN GOOD CONDITION.
 HR0111
 HR0111                          STATION RECOVERY (1986)
 HR0111
 HR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0111'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.44 KM (2.76
 HR0111'MI) NORTHEAST ALONG STATE HIGHWAY 158 FROM THE POST OFFICE IN JUNE
 HR0111'LAKE, THENCE 4.07 KM (2.53 MI) NORTH ALONG US HIGHWAY 395, 30.5 METERS
 HR0111'(100 FT) WEST OF THE HIGHWAY CENTERLINE AND 160.9 METERS (528 FT)
 HR0111'NORTH OF THE CENTER OF THE Y JUNCTION OF A DIRT ROAD.  A CITY OF LOS
 HR0111'ANGELES, DEPARTMENT OF WATER AND POWER, BUREAU WATER WORKS AND SUPPLY
 HR0111'CAP RIVITED ON THE TOP OF A 2 1/2-INCH IRON PIPE ENCASED IN CONCRETE
 HR0111'PROJECTING 10 CENTIMETERS ABOVE THE GROUND.
 HR0111'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 HR0111'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HR0111
 HR0111                          STATION RECOVERY (1987)
 HR0111
 HR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0111'RECOVERED IN GOOD CONDITION.
 HR0111
 HR0111                          STATION RECOVERY (1988)
 HR0111
 HR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0926 ***********************************************************************
 HS0926  DESIGNATION -  7
 HS0926  PID         -  HS0926
 HS0926  STATE/COUNTY-  CA/TUOLUMNE
 HS0926  USGS QUAD   -  CHINESE CAMP (1987)
 HS0926
 HS0926                         *CURRENT SURVEY CONTROL
 HS0926  ___________________________________________________________________
 HS0926* NAD 83(1986)-  37 51 53.     (N)    120 24 22.     (W)     SCALED    
 HS0926* NAVD 88     -       253.46   (+/-2cm)     831.6    (feet)  VERTCON   
 HS0926  ___________________________________________________________________
 HS0926  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HS0926  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0926
 HS0926.The horizontal coordinates were scaled from a topographic map and have
 HS0926.an estimated accuracy of +/- 6 seconds.
 HS0926
 HS0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0926.The vertical order pertains to the NGVD 29 superseded value.
 HS0926
 HS0926.The geoid height was determined by GEOID03.
 HS0926
 HS0926;                    North         East    Units  Estimated Accuracy
 HS0926;SPC CA 3     -   651,460.    2,008,260.      MT  (+/- 180 meters Scaled)
 HS0926
 HS0926                          SUPERSEDED SURVEY CONTROL
 HS0926
 HS0926  NGVD 29 (??/??/92)  252.72   (m)          829.1    (f) COMPUTED    1 2
 HS0926
 HS0926.Superseded values are not recommended for survey control.
 HS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0926.See file dsdata.txt to determine how the superseded data were derived.
 HS0926
 HS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG281939(NAD 83)
 HS0926_MARKER: DD = SURVEY DISK
 HS0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0926_SP_SET: CULVERT
 HS0926_STAMPING: 7
 HS0926_MARK LOGO: CADH  
 HS0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0926
 HS0926  HISTORY     - Date     Condition        Report By
 HS0926  HISTORY     - UNK      MONUMENTED       CADH
 HS0926  HISTORY     - 1956     GOOD             CGS
 HS0926
 HS0926                          STATION DESCRIPTION
 HS0926
 HS0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0926'2 MI W FROM JACKSONVILLE.
 HS0926'2.0 MILES WEST ALONG STATE HIGHWAY 120 FROM HISTORICAL LANDMARK
 HS0926'NO. 419 AT JACKSONVILLE, 2.1 MILES EAST OF CHINESE CAMP, ABOUT
 HS0926'0.05 MILE NORTHWEST OF THE Y JUNCTION OF A GRADED ROAD LEADING
 HS0926'NORTH, AT A HIGHWAY FILL, IN THE TOP OF THE NORTHWEST END OF THE
 HS0926'SOUTHWEST HEAD WALL OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 HS0926'ABOUT 39 FEET NORTHWEST OF THE NORTHWEST END OF A HIGHWAY CUT,
 HS0926'31 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 8
 HS0926'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0825 ***********************************************************************
 HR0825  DESIGNATION -  7
 HR0825  PID         -  HR0825
 HR0825  STATE/COUNTY-  CA/TUOLUMNE
 HR0825  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0825
 HR0825                         *CURRENT SURVEY CONTROL
 HR0825  ___________________________________________________________________
 HR0825* NAD 83(1986)-  37 52 55.     (N)    119 51 19.     (W)     SCALED    
 HR0825* NAVD 88     -      1379.08   (+/-2cm)    4524.5    (feet)  VERTCON   
 HR0825  ___________________________________________________________________
 HR0825  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 HR0825  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0825
 HR0825.The horizontal coordinates were scaled from a topographic map and have
 HR0825.an estimated accuracy of +/- 6 seconds.
 HR0825
 HR0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0825.The vertical order pertains to the NGVD 29 superseded value.
 HR0825
 HR0825.The geoid height was determined by GEOID03.
 HR0825
 HR0825;                    North         East    Units  Estimated Accuracy
 HR0825;SPC CA 3     -   653,570.    2,056,710.      MT  (+/- 180 meters Scaled)
 HR0825
 HR0825                          SUPERSEDED SURVEY CONTROL
 HR0825
 HR0825  NGVD 29 (??/??/92) 1378.152  (m)         4521.49   (f) ADJ UNCH    1 2
 HR0825
 HR0825.Superseded values are not recommended for survey control.
 HR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0825.See file dsdata.txt to determine how the superseded data were derived.
 HR0825
 HR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB488965(NAD 83)
 HR0825_MARKER: DD = SURVEY DISK
 HR0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0825_STAMPING: 7
 HR0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0825+STABILITY: SURFACE MOTION
 HR0825
 HR0825  HISTORY     - Date     Condition        Report By
 HR0825  HISTORY     - UNK      MONUMENTED       HHWS
 HR0825  HISTORY     - 1956     GOOD             NGS
 HR0825
 HR0825                          STATION DESCRIPTION
 HR0825
 HR0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0825'AT MATHER.
 HR0825'AT MATHER, ABOUT 100 YARDS SOUTH OF THE POST OFFICE, ALONG THE
 HR0825'MATHER ROAD, AT THE Y JUNCTION OF A SHORT CURVED ROAD LEADING
 HR0825'EAST TO AN ASPHALT ROAD LEADING SOUTH TO THE CARL INN RANGER
 HR0825'STATION, 100 FEET WEST OF THE CENTER OF THE JUNCTION, 32 FEET
 HR0825'SOUTHEAST OF THE CENTER LINE OF THE MATHER ROAD, 1.9 FEET
 HR0825'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 HR0825'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 HR0825'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1376 ***********************************************************************
 EW1376  DESIGNATION -  7 295 C OF LA
 EW1376  PID         -  EW1376
 EW1376  STATE/COUNTY-  CA/LOS ANGELES
 EW1376  USGS QUAD   -  HOLLYWOOD (1994)
 EW1376
 EW1376                         *CURRENT SURVEY CONTROL
 EW1376  ___________________________________________________________________
 EW1376* NAD 83(1986)-  34 03 00.     (N)    118 15 21.     (W)     SCALED    
 EW1376* NAVD 88     -        90.78   (+/-2cm)     297.8    (feet)  VERTCON   
 EW1376  ___________________________________________________________________
 EW1376  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EW1376  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1376
 EW1376.The horizontal coordinates were scaled from a topographic map and have
 EW1376.an estimated accuracy of +/- 6 seconds.
 EW1376
 EW1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1376.The vertical order pertains to the NGVD 29 superseded value.
 EW1376
 EW1376.The geoid height was determined by GEOID03.
 EW1376
 EW1376;                    North         East    Units  Estimated Accuracy
 EW1376;SPC CA 5     -   561,040.    1,976,380.      MT  (+/- 180 meters Scaled)
 EW1376
 EW1376                          SUPERSEDED SURVEY CONTROL
 EW1376
 EW1376  NGVD 29 (??/??/92)   90.00   (m)          295.3    (f) COMPUTED    1 1
 EW1376
 EW1376.Superseded values are not recommended for survey control.
 EW1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1376.See file dsdata.txt to determine how the superseded data were derived.
 EW1376
 EW1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT840684(NAD 83)
 EW1376_MARKER: DD = SURVEY DISK
 EW1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1376_SP_SET: STEP
 EW1376_STAMPING: NO 7-295
 EW1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1376
 EW1376  HISTORY     - Date     Condition        Report By
 EW1376  HISTORY     - UNK      MONUMENTED       CA1980
 EW1376  HISTORY     - 1968     GOOD             CA1980
 EW1376
 EW1376                          STATION DESCRIPTION
 EW1376
 EW1376'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1376'AT LOS ANGELES.
 EW1376'STANDARD BENCH MARK BRASS DISC IN A CONCRETE STEP, AT THE SOUTH
 EW1376'ENTRANCE OF THE CITY OF LOS ANGELES CENTRAL LIBRARY, ON THE
 EW1376'NORTHERLY PROLONGATION OF THE EAST PROPERTY LINE OF HOPE STREET,
 EW1376'55.5 FEET NORTH OF THE NORTH CURB LINE OF HOPE STREET, (CURB
 EW1376'RUNS TRANSVERSELY AT THE NORTHERLY TERMINUS OF HOPE STREET FROM
 EW1376'THE SOUTH).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0995 ***********************************************************************
 DZ0995  DESIGNATION -  7 3 359.15 CAHD
 DZ0995  PID         -  DZ0995
 DZ0995  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0995  USGS QUAD   -  SOLVANG (1982)
 DZ0995
 DZ0995                         *CURRENT SURVEY CONTROL
 DZ0995  ___________________________________________________________________
 DZ0995* NAD 83(1986)-  34 36 48.     (N)    120 11 38.     (W)     SCALED    
 DZ0995* NAVD 88     -       110.17   (+/-2cm)     361.4    (feet)  VERTCON   
 DZ0995  ___________________________________________________________________
 DZ0995  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DZ0995  VERT ORDER  -  THIRD (See Below)
 DZ0995
 DZ0995.The horizontal coordinates were scaled from a topographic map and have
 DZ0995.an estimated accuracy of +/- 6 seconds.
 DZ0995
 DZ0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0995.The vertical order pertains to the NGVD 29 superseded value.
 DZ0995
 DZ0995.The geoid height was determined by GEOID03.
 DZ0995
 DZ0995;                    North         East    Units  Estimated Accuracy
 DZ0995;SPC CA 5     -   625,690.    1,798,820.      MT  (+/- 180 meters Scaled)
 DZ0995
 DZ0995                          SUPERSEDED SURVEY CONTROL
 DZ0995
 DZ0995  NGVD 29 (08/19/04)  109.39   (m)          358.9    (f) RESET       3  
 DZ0995
 DZ0995.Superseded values are not recommended for survey control.
 DZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0995.See file dsdata.txt to determine how the superseded data were derived.
 DZ0995
 DZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD572337(NAD 83)
 DZ0995_MARKER: DD = SURVEY DISK
 DZ0995_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0995_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0995_STAMPING: CDH 7-3 359.15
 DZ0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0995
 DZ0995  HISTORY     - Date     Condition        Report By
 DZ0995  HISTORY     - UNK      MONUMENTED       CADH
 DZ0995  HISTORY     - 1975     GOOD             NGS
 DZ0995
 DZ0995                          STATION DESCRIPTION
 DZ0995
 DZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DZ0995'AT BUELLTON.
 DZ0995'AT BUELLTON, 111.2 FEET SOUTHWESTERLY OF THE INTERSECTION OF THE
 DZ0995'AVENUE OF THE FLAGS (OLD HIGHWAY 101) AND STATE HIGHWAY 246, IN
 DZ0995'THE CENTER OF THE MALL EQUIDISTANT BETWEEN THE NORTH AND SOUTHBOUND
 DZ0995'LANES OF THE AVENUE, AND 11 FEET SOUTHERLY OF A HIGHWAY LIGHTING
 DZ0995'STANDARD, A 16 INCH SQUARE OF CONCRETE 24 INCHES LONG WITH A
 DZ0995'2 1/4 IN BRASS CAP, AND IS 0.3 FOOT ABOVE THE SURFACE OF THE LAWN.
 DZ0995'NOTE-- OLD MARK WILL BE DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH3363 ***********************************************************************
 AH3363  DESIGNATION -  7 41
 AH3363  PID         -  AH3363
 AH3363  STATE/COUNTY-  CA/LOS ANGELES
 AH3363  USGS QUAD   -  LOS ANGELES (1994)
 AH3363
 AH3363                         *CURRENT SURVEY CONTROL
 AH3363  ___________________________________________________________________
 AH3363* NAD 83(1986)-  34 01 03.     (N)    118 13 25.     (W)     SCALED    
 AH3363* NAVD 88     -        68.039  (meters)     223.22   (feet)  ADJUSTED  
 AH3363  ___________________________________________________________________
 AH3363  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 AH3363  DYNAMIC HT  -          67.965 (meters)     222.98  (feet)  COMP
 AH3363  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 AH3363
 AH3363  VERT ORDER  -  FIRST     CLASS II
 AH3363
 AH3363.The horizontal coordinates were scaled from a topographic map and have
 AH3363.an estimated accuracy of +/- 6 seconds.
 AH3363
 AH3363.The orthometric height was determined by differential leveling
 AH3363.and adjusted in May 1999.
 AH3363
 AH3363.The geoid height was determined by GEOID03.
 AH3363
 AH3363.The dynamic height is computed by dividing the NAVD 88
 AH3363.geopotential number by the normal gravity value computed on the
 AH3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3363.degrees latitude (g = 980.6199 gals.).
 AH3363
 AH3363.The modeled gravity was interpolated from observed gravity values.
 AH3363
 AH3363;                    North         East    Units  Estimated Accuracy
 AH3363;SPC CA 5     -   557,430.    1,979,350.      MT  (+/- 180 meters Scaled)
 AH3363
 AH3363                          SUPERSEDED SURVEY CONTROL
 AH3363
 AH3363.No superseded survey control is available for this station.
 AH3363
 AH3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT870647(NAD 83)
 AH3363_MARKER: DD = SURVEY DISK
 AH3363_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3363_SP_SET: CURB
 AH3363_STAMPING: BM 7 41
 AH3363_MARK LOGO: LACFCD
 AH3363_PROJECTION: FLUSH
 AH3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3363+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 AH3363
 AH3363  HISTORY     - Date     Condition        Report By
 AH3363  HISTORY     - UNK      MONUMENTED       LACFCD
 AH3363  HISTORY     - 19970804 GOOD             MWDSC
 AH3363
 AH3363                          STATION DESCRIPTION
 AH3363
 AH3363'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1997 (JDG)
 AH3363'IN THE CITY OF LOS ANGELES, ON THE NORTHERLY SIDEWALK OF WASHINGTON
 AH3363'BLVD OVERCROSSING ON THE EASTERLY SIDE OF THE LA RIVER, 28 FT (8.5 M)
 AH3363'NORTHERLY OF THE CENTERLINE OF WASHINGTON BLVD, WESTERLY 38 FT (11.6
 AH3363'M) OF POWER POLE 353388N AND 31.3 FT (9.5 M) WESTERLY OF A LIGHT
 AH3363'STANDARD.  NOTE--MARK IS FLUSH ON TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4323 ***********************************************************************
 DX4323  DESIGNATION -  7 6 29
 DX4323  PID         -  DX4323
 DX4323  STATE/COUNTY-  CA/ORANGE
 DX4323  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4323
 DX4323                         *CURRENT SURVEY CONTROL
 DX4323  ___________________________________________________________________
 DX4323* NAD 83(1992)-  33 31 52.63475(N)    117 31 35.28150(W)     ADJUSTED  
 DX4323* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 DX4323  ___________________________________________________________________
 DX4323  EPOCH DATE  -        1991.35
 DX4323  LAPLACE CORR-          10.02  (seconds)                    DEFLEC99
 DX4323  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DX4323  HORZ ORDER  -  SECOND
 DX4323
 DX4323.The horizontal coordinates were established by classical geodetic methods
 DX4323.and adjusted by the National Geodetic Survey in June 1996.
 DX4323.The horizontal coordinates are valid at the epoch date displayed above.
 DX4323.The epoch date for horizontal control is a decimal equivalence
 DX4323.of Year/Month/Day.
 DX4323
 DX4323.The orthometric height was scaled from a topographic map.
 DX4323
 DX4323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4323
 DX4323.The geoid height was determined by GEOID03.
 DX4323
 DX4323;                    North         East     Units Scale Factor Converg.
 DX4323;SPC CA 6     -   652,066.633 1,881,437.818   MT  0.99996005   -0 42 05.2
 DX4323;SPC CA 6     - 2,139,321.95  6,172,683.91   sFT  0.99996005   -0 42 05.2
 DX4323;UTM  11      - 3,710,312.098   451,116.237   MT  0.99962946   -0 17 27.0
 DX4323
 DX4323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4323!SPC CA 6     -   0.99995590  x   0.99996005  =   0.99991596
 DX4323!UTM  11      -   0.99995590  x   0.99962946  =   0.99958538
 DX4323
 DX4323:                Primary Azimuth Mark                     Grid Az
 DX4323:SPC CA 6     -  7 6 31                                   225 38 00.3
 DX4323:UTM  11      -  7 6 31                                   225 13 22.1
 DX4323
 DX4323|---------------------------------------------------------------------|
 DX4323| PID    Reference Object                     Distance      Geod. Az  |
 DX4323|                                                           dddmmss.s |
 DX4323| DX4325 7 6 31                              APPROX. 3.0 KM 2245555.1 |
 DX4323|---------------------------------------------------------------------|
 DX4323
 DX4323                          SUPERSEDED SURVEY CONTROL
 DX4323
 DX4323  NAD 83(1986)-  33 31 52.63138(N)    117 31 35.28255(W) AD(1984.00) 2
 DX4323  NAD 27      -  33 31 52.54400(N)    117 31 32.11980(W) AD(       ) 2
 DX4323
 DX4323.Superseded values are not recommended for survey control.
 DX4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4323.See file dsdata.txt to determine how the superseded data were derived.
 DX4323
 DX4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5111610312(NAD 83)
 DX4323
 DX4323  HISTORY     - Date     Condition        Report By
 DX4323  HISTORY     - 1968     MONUMENTED       CA-059
 DX4323
 DX4323                          STATION DESCRIPTION
 DX4323
 DX4323'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4323'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4323'THE SAN DIEGO FREEWAY, PROCEED EASTERLY ALONG ORTEGA HIGHWAY 7.35
 DX4323'MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT THRU A LOCKED GATE
 DX4323'AND GO 0.1 MILE TO A Y, TURN LEFT AND GO 1.0 MILE TO A DIRT
 DX4323'ROAD, TURN RIGHT AND GO 0.1 TO A LOCKED GATE, PROCEED THRU LOCKED
 DX4323'GATE AND GO 0.95 MILE TO A Y, TURN RIGHT AND GO 0.3 MILE TO THE
 DX4323'STATION SITE.
 DX4323'
 DX4323'STATION IS LOCATED ON THE RIGHT SIDE OF THE ROAD ABOUT 10 FEET
 DX4323'FROM THE EDGE.
 DX4323'
 DX4323'STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT.  STAMPED
 DX4323'7-6-29.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4325 ***********************************************************************
 DX4325  DESIGNATION -  7 6 31
 DX4325  PID         -  DX4325
 DX4325  STATE/COUNTY-  CA/ORANGE
 DX4325  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4325
 DX4325                         *CURRENT SURVEY CONTROL
 DX4325  ___________________________________________________________________
 DX4325* NAD 83(1992)-  33 30 44.83507(N)    117 32 56.01915(W)     ADJUSTED  
 DX4325* NAVD 88     -       322.41   (+/-2cm)    1057.8    (feet)  VERTCON   
 DX4325  ___________________________________________________________________
 DX4325  EPOCH DATE  -        1991.35
 DX4325  LAPLACE CORR-           8.36  (seconds)                    DEFLEC99
 DX4325  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DX4325  HORZ ORDER  -  SECOND
 DX4325  VERT ORDER  -  THIRD ? (See Below)
 DX4325
 DX4325.The horizontal coordinates were established by classical geodetic methods
 DX4325.and adjusted by the National Geodetic Survey in June 1996.
 DX4325.The horizontal coordinates are valid at the epoch date displayed above.
 DX4325.The epoch date for horizontal control is a decimal equivalence
 DX4325.of Year/Month/Day.
 DX4325
 DX4325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4325.The vertical order pertains to the NGVD 29 superseded value.
 DX4325
 DX4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4325
 DX4325.The geoid height was determined by GEOID03.
 DX4325
 DX4325;                    North         East     Units Scale Factor Converg.
 DX4325;SPC CA 6     -   650,003.740 1,879,328.805   MT  0.99995898   -0 42 49.6
 DX4325;SPC CA 6     - 2,132,553.94  6,165,764.59   sFT  0.99995898   -0 42 49.6
 DX4325;UTM  11      - 3,708,234.825   449,022.751   MT  0.99963204   -0 18 11.0
 DX4325
 DX4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4325!SPC CA 6     -   0.99995473  x   0.99995898  =   0.99991371
 DX4325!UTM  11      -   0.99995473  x   0.99963204  =   0.99958679
 DX4325
 DX4325:                Primary Azimuth Mark                     Grid Az
 DX4325:SPC CA 6     -  7 7 36                                   293 22 00.3
 DX4325:UTM  11      -  7 7 36                                   292 57 21.7
 DX4325
 DX4325|---------------------------------------------------------------------|
 DX4325| PID    Reference Object                     Distance      Geod. Az  |
 DX4325|                                                           dddmmss.s |
 DX4325| DX4326 7 7 36                              APPROX. 0.9 KM 2923910.7 |
 DX4325|---------------------------------------------------------------------|
 DX4325
 DX4325                          SUPERSEDED SURVEY CONTROL
 DX4325
 DX4325  NAD 83(1986)-  33 30 44.83180(N)    117 32 56.02065(W) AD(1984.00) 2
 DX4325  NAD 27      -  33 30 44.74290(N)    117 32 52.85530(W) AD(       ) 2
 DX4325  NGVD 29 (07/19/86)  321.69   (m)         1055.4    (f) LEVELING    3  
 DX4325
 DX4325.Superseded values are not recommended for survey control.
 DX4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4325.See file dsdata.txt to determine how the superseded data were derived.
 DX4325
 DX4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4902308235(NAD 83)
 DX4325
 DX4325  HISTORY     - Date     Condition        Report By
 DX4325  HISTORY     - 1968     MONUMENTED       CA-059
 DX4325
 DX4325                          STATION DESCRIPTION
 DX4325
 DX4325'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4325'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4325'THE SAN DIEGO FREEWAY, PROCEED EASTERLY ALONG ORTEGA HIGHWAY 6.3
 DX4325'MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT THRU A LOCKED GATE
 DX4325'AND GO 0.75 MILE TO A DIRT ROAD, TURN LEFT AND GO 1.05 MILES TO A
 DX4325'DIRT ROAD AND THE STATION SITE.
 DX4325'
 DX4325'STATION IS LOCATED ABOUT 100 YARDS NORTH OF THE INTERSECTION AND
 DX4325'75 FEET EAST OF THE FENCE LINE.
 DX4325'
 DX4325'STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT.  STAMPED
 DX4325'7-6-31.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4340 ***********************************************************************
 DX4340  DESIGNATION -  7 6 5
 DX4340  PID         -  DX4340
 DX4340  STATE/COUNTY-  CA/ORANGE
 DX4340  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4340
 DX4340                         *CURRENT SURVEY CONTROL
 DX4340  ___________________________________________________________________
 DX4340* NAD 83(1992)-  33 35 28.50143(N)    117 31 41.83881(W)     ADJUSTED  
 DX4340* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 DX4340  ___________________________________________________________________
 DX4340  EPOCH DATE  -        1991.35
 DX4340  LAPLACE CORR-           8.68  (seconds)                    DEFLEC99
 DX4340  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DX4340  HORZ ORDER  -  SECOND
 DX4340
 DX4340.The horizontal coordinates were established by classical geodetic methods
 DX4340.and adjusted by the National Geodetic Survey in June 1996.
 DX4340.The horizontal coordinates are valid at the epoch date displayed above.
 DX4340.The epoch date for horizontal control is a decimal equivalence
 DX4340.of Year/Month/Day.
 DX4340
 DX4340.The orthometric height was scaled from a topographic map.
 DX4340
 DX4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4340
 DX4340.The geoid height was determined by GEOID03.
 DX4340
 DX4340;                    North         East     Units Scale Factor Converg.
 DX4340;SPC CA 6     -   658,718.715 1,881,350.175   MT  0.99996419   -0 42 08.8
 DX4340;SPC CA 6     - 2,161,146.32  6,172,396.37   sFT  0.99996419   -0 42 08.8
 DX4340;UTM  11      - 3,716,961.170   450,980.995   MT  0.99962962   -0 17 32.2
 DX4340
 DX4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4340!SPC CA 6     -   0.99994001  x   0.99996419  =   0.99990420
 DX4340!UTM  11      -   0.99994001  x   0.99962962  =   0.99956965
 DX4340
 DX4340                          SUPERSEDED SURVEY CONTROL
 DX4340
 DX4340  NAD 83(1986)-  33 35 28.49904(N)    117 31 41.83902(W) AD(1984.00) 2
 DX4340  NAD 27      -  33 35 28.41660(N)    117 31 38.67560(W) AD(       ) 2
 DX4340
 DX4340.Superseded values are not recommended for survey control.
 DX4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4340.See file dsdata.txt to determine how the superseded data were derived.
 DX4340
 DX4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5098116961(NAD 83)
 DX4340
 DX4340  HISTORY     - Date     Condition        Report By
 DX4340  HISTORY     - 1968     MONUMENTED       CA-059
 DX4340  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DX4340
 DX4340                          STATION DESCRIPTION
 DX4340
 DX4340'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4340'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4340'THE SAN DIEGO FREEWAY, PROCEED EASTERLY ALONG ORTEGA HIGHWAY 12.8
 DX4340'MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT THRU A LOCKED GATE
 DX4340'AND GO 1.4 MILES TO A FIREBREAK ON THE RIGHT, TURN RIGHT AND GO
 DX4340'0.2 MILES TO THE STATION SITE.
 DX4340'
 DX4340'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 7-6-5.
 DX4340
 DX4340                          STATION RECOVERY (1974)
 DX4340
 DX4340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARA)
 DX4340'THE STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 DX4340'FOUND.  THEY WERE ASSUMED TO BE DESTROYED BY THE GRADING OF THE
 DX4340'FIREBREAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4319 ***********************************************************************
 DX4319  DESIGNATION -  7 6 7
 DX4319  PID         -  DX4319
 DX4319  STATE/COUNTY-  CA/ORANGE
 DX4319  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4319
 DX4319                         *CURRENT SURVEY CONTROL
 DX4319  ___________________________________________________________________
 DX4319* NAD 83(1992)-  33 34 23.48552(N)    117 33 16.73443(W)     ADJUSTED  
 DX4319* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 DX4319  ___________________________________________________________________
 DX4319  EPOCH DATE  -        1991.35
 DX4319  LAPLACE CORR-           8.21  (seconds)                    DEFLEC99
 DX4319  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DX4319  HORZ ORDER  -  SECOND
 DX4319
 DX4319.The horizontal coordinates were established by classical geodetic methods
 DX4319.and adjusted by the National Geodetic Survey in June 1996.
 DX4319.The horizontal coordinates are valid at the epoch date displayed above.
 DX4319.The epoch date for horizontal control is a decimal equivalence
 DX4319.of Year/Month/Day.
 DX4319
 DX4319.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4319
 DX4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4319
 DX4319.The geoid height was determined by GEOID03.
 DX4319
 DX4319;                    North         East     Units Scale Factor Converg.
 DX4319;SPC CA 6     -   656,746.131 1,878,878.532   MT  0.99996283   -0 43 00.9
 DX4319;SPC CA 6     - 2,154,674.60  6,164,287.32   sFT  0.99996283   -0 43 00.9
 DX4319;UTM  11      - 3,714,971.604   448,524.354   MT  0.99963267   -0 18 24.2
 DX4319
 DX4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4319!SPC CA 6     -   0.99995967  x   0.99996283  =   0.99992250
 DX4319!UTM  11      -   0.99995967  x   0.99963267  =   0.99959236
 DX4319
 DX4319|---------------------------------------------------------------------|
 DX4319| PID    Reference Object                     Distance      Geod. Az  |
 DX4319|                                                           dddmmss.s |
 DX4319| CC3168 7 6 7 RM 4                           11.112 METERS 00158     |
 DX4319| DX4318 PEAK                                APPROX. 2.5 KM 0273401.0 |
 DX4319| CC3165 7 6 7 RM 1                            6.875 METERS 24541     |
 DX4319| CC3167 7 6 7 RM 3                            6.502 METERS 24751     |
 DX4319| CC3166 7 6 7 RM 2                           10.864 METERS 35905     |
 DX4319|---------------------------------------------------------------------|
 DX4319
 DX4319                          SUPERSEDED SURVEY CONTROL
 DX4319
 DX4319  NAD 83(1986)-  33 34 23.48302(N)    117 33 16.73518(W) AD(1984.00) 2
 DX4319  NAD 27      -  33 34 23.39930(N)    117 33 13.56900(W) AD(       ) 2
 DX4319  NGVD 29 (07/19/86)  290.0    (m)          951.     (f) VERT ANG    3  
 DX4319
 DX4319.Superseded values are not recommended for survey control.
 DX4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4319.See file dsdata.txt to determine how the superseded data were derived.
 DX4319
 DX4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4852414972(NAD 83)
 DX4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX4319+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 DX4319
 DX4319  HISTORY     - Date     Condition        Report By
 DX4319  HISTORY     - 1968     MONUMENTED       CA-059
 DX4319  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DX4319  HISTORY     - 20021230 GOOD             GEOCAC
 DX4319
 DX4319                          STATION DESCRIPTION
 DX4319
 DX4319'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4319'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4319'THE SAN DIEGO FREEWAY, PROCEED EASTERLY ALONG ORTEGA HIGHWAY 7.5
 DX4319'MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT THRU A LOCKED GATE AND
 DX4319'GO 0.6 MILE TO A FIREBREAK ON THE RIGHT, TURN RIGHT AND GO 2.5
 DX4319'MILES ALONG THE RIDGE LINE TO THE END OF THE FIREBREAK AND THE
 DX4319'STATION SITE.
 DX4319'
 DX4319'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 7-6-7.
 DX4319
 DX4319                          STATION RECOVERY (1974)
 DX4319
 DX4319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARA)
 DX4319'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 DX4319'IN GOOD CONDITION AS DESCRIBED IN THE ORANGE COUNTY SURVEY CONTROL
 DX4319'CARD DATED 9/01/71.  REFERENCE MARKS NO 1 AND NO 2 ARE STAMPED RM
 DX4319'1 AND RM 2.  TWO NEW REFERENCE MARKS WERE SET.  A NEW STATION
 DX4319'LOCATION AND TO REACH FOLLOWS--
 DX4319'
 DX4319'THE STATION IS LOCATED ON THE NORTH END OF A LONG SLENDER RIDGE
 DX4319'LINE ABOUT 7.5 MILES AIRLINE NORTHEAST OF THE CITY OF SAN JUAN
 DX4319'CAPISTRANO AND ABOUT 5.5 MILES AIRLINE SOUTHWEST OF A POINT WHERE
 DX4319'ORTEGA HIGHWAY CROSSES THE RIVERSIDE - ORANGE COUNTY LINE.
 DX4319'
 DX4319'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 5
 DX4319'AND ORTEGA HIGHWAY (STATE ROUTE 74), IN THE CITY OF SAN JUAN
 DX4319'CAPISTRANO, GO EAST ON ORTEGA HIGHWAY FOR 7.8 MILES TO A DIRT ROAD
 DX4319'AND AN IRON GATE ON THE LEFT.  TURN LEFT, WEST, ONTO DIRT ROAD,
 DX4319'PASS THROUGH GATE AND GO 0.5 MILE TO A FIREBREAK ON THE
 DX4319'RIGHT.  BEAR RIGHT, NORTH, ONTO FIREBREAK AND GO 0.3 MILE TO A
 DX4319'SIDE ROAD RIGHT.  TURN RIGHT, NORTHEAST, ONTO SIDE ROAD AND GO 0.8
 DX4319'MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT, NORTH, AND GO 1.0
 DX4319'MILES TO A FORK.  BEAR RIGHT, NORTH, AND GO 0.5 MILE TO A
 DX4319'PROMINENT FENCE CORNER ON THE LEFT SIDE OF THE ROAD.  CONTINUE
 DX4319'STRAIGHT, NORTH, AND GO 0.2 MILE TO THE END OF THE DIRT ROAD
 DX4319'AND THE STATION SITE ON THE RIGHT SIDE OF THE ROAD.
 DX4319'
 DX4319'REFERENCE MARK 3 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 DX4319'(CADH) DISK STAMPED 7-6-7 NO 3 1973 SET IN THE TOP OF A 12-INCH
 DX4319'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 DX4319'SURFACE.  IT IS 15 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 2
 DX4319'FEET NORTH OF A SLOPING RIDGE FACE, AND IS 1 FOOT LOWER THAN THE
 DX4319'STATION.  (NOTE 11A)
 DX4319'
 DX4319'REFERENCE MARK 4 IS A STANDARD CADH DISK STAMPED 7-6-7 NO 4 1973
 DX4319'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DX4319'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 12 FEET NORTH OF THE
 DX4319'CENTERLINE OF A DIRT ROAD, 10 FEET SOUTH OF A SLOPING RIDGE FACE,
 DX4319'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  (NOTE 11A)
 DX4319'
 DX4319'HEIGHT OF LIGHT ABOVE STATION MARK 4.40 FEET.
 DX4319'
 DX4319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4319'7.5 MILES NE OF SAN JUAN CAPISTRANO.
 DX4319
 DX4319                          STATION RECOVERY (2002)
 DX4319
 DX4319'RECOVERY NOTE BY GEOCACHING 2002 (LJK)
 DX4319'LOCATION NOW IN CASPERS REGIONAL WILDERNESS PARK, NEAR INTERSECTION OF
 DX4319'EAST RIDGE TRAIL AND COUGAR PASS TRAIL. THE MAIN STATION MARK AND RM 3
 DX4319'ARE IN GOOD CONDITION. RM 4 IS UNUSABLE. THE CONCRETE BASE IT IS
 DX4319'MOUNTED IN HAS BEEN TIPPED OVER APPROXIMATELY 90 DEGREES. REPAIR
 DX4319'NECESSARY BEFORE USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4321 ***********************************************************************
 DX4321  DESIGNATION -  7 6 9
 DX4321  PID         -  DX4321
 DX4321  STATE/COUNTY-  CA/ORANGE
 DX4321  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4321
 DX4321                         *CURRENT SURVEY CONTROL
 DX4321  ___________________________________________________________________
 DX4321* NAD 83(1992)-  33 34 36.67046(N)    117 30 52.30129(W)     ADJUSTED  
 DX4321* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 DX4321  ___________________________________________________________________
 DX4321  EPOCH DATE  -        1991.35
 DX4321  LAPLACE CORR-           9.97  (seconds)                    DEFLEC99
 DX4321  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DX4321  HORZ ORDER  -  SECOND
 DX4321
 DX4321.The horizontal coordinates were established by classical geodetic methods
 DX4321.and adjusted by the National Geodetic Survey in June 1996.
 DX4321.The horizontal coordinates are valid at the epoch date displayed above.
 DX4321.The epoch date for horizontal control is a decimal equivalence
 DX4321.of Year/Month/Day.
 DX4321
 DX4321.The orthometric height was scaled from a topographic map.
 DX4321
 DX4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4321
 DX4321.The geoid height was determined by GEOID03.
 DX4321
 DX4321;                    North         East     Units Scale Factor Converg.
 DX4321;SPC CA 6     -   657,106.420 1,882,607.979   MT  0.99996310   -0 41 41.6
 DX4321;SPC CA 6     - 2,155,856.65  6,176,523.01   sFT  0.99996310   -0 41 41.6
 DX4321;UTM  11      - 3,715,358.458   452,249.886   MT  0.99962811   -0 17 04.4
 DX4321
 DX4321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4321!SPC CA 6     -   0.99993059  x   0.99996310  =   0.99989369
 DX4321!UTM  11      -   0.99993059  x   0.99962811  =   0.99955872
 DX4321
 DX4321:                Primary Azimuth Mark                     Grid Az
 DX4321:SPC CA 6     -  PEAK                                     305 53 30.4
 DX4321:UTM  11      -  PEAK                                     305 28 53.2
 DX4321
 DX4321|---------------------------------------------------------------------|
 DX4321| PID    Reference Object                     Distance      Geod. Az  |
 DX4321|                                                           dddmmss.s |
 DX4321| DX4318 PEAK                                APPROX. 3.1 KM 3051148.8 |
 DX4321|---------------------------------------------------------------------|
 DX4321
 DX4321                          SUPERSEDED SURVEY CONTROL
 DX4321
 DX4321  NAD 83(1986)-  33 34 36.66782(N)    117 30 52.30152(W) AD(1984.00) 2
 DX4321  NAD 27      -  33 34 36.58420(N)    117 30 49.13970(W) AD(       ) 2
 DX4321
 DX4321.Superseded values are not recommended for survey control.
 DX4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4321.See file dsdata.txt to determine how the superseded data were derived.
 DX4321
 DX4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5225015358(NAD 83)
 DX4321
 DX4321  HISTORY     - Date     Condition        Report By
 DX4321  HISTORY     - 1968     MONUMENTED       CA-059
 DX4321
 DX4321                          STATION DESCRIPTION
 DX4321
 DX4321'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4321'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4321'THE SAN DIEGO FREEWAY, PROCEED EASTERLY ALONG ORTEGA HIGHWAY 9.15
 DX4321'MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT THRU A LOCKED GATE
 DX4321'2.05 MILES TO A DIRT ROAD, TURN LEFT AND GO 0.05 MILE TO A DIRT
 DX4321'ROAD, TURN LEFT AND GO 1.2 MILES TO THE STATION SITE.  MONUMENT
 DX4321'IS LOCATED ABOUT 100 YARDS TO THE LEFT AND 50 FEET FROM A FENCE
 DX4321'CORNER.
 DX4321'
 DX4321'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED 7-6-9.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4337 ***********************************************************************
 DX4337  DESIGNATION -  7 7 10
 DX4337  PID         -  DX4337
 DX4337  STATE/COUNTY-  CA/ORANGE
 DX4337  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4337
 DX4337                         *CURRENT SURVEY CONTROL
 DX4337  ___________________________________________________________________
 DX4337* NAD 83(1992)-  33 35 00.18364(N)    117 36 14.89654(W)     ADJUSTED  
 DX4337* NAVD 88     -       288.60   (+/-2cm)     946.8    (feet)  VERTCON   
 DX4337  ___________________________________________________________________
 DX4337  EPOCH DATE  -        1991.35
 DX4337  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 DX4337  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DX4337  HORZ ORDER  -  SECOND
 DX4337  VERT ORDER  -  THIRD ? (See Below)
 DX4337
 DX4337.The horizontal coordinates were established by classical geodetic methods
 DX4337.and adjusted by the National Geodetic Survey in June 1996.
 DX4337.The horizontal coordinates are valid at the epoch date displayed above.
 DX4337.The epoch date for horizontal control is a decimal equivalence
 DX4337.of Year/Month/Day.
 DX4337
 DX4337.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4337.The vertical order pertains to the NGVD 29 superseded value.
 DX4337
 DX4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4337
 DX4337.The geoid height was determined by GEOID03.
 DX4337
 DX4337;                    North         East     Units Scale Factor Converg.
 DX4337;SPC CA 6     -   657,935.232 1,874,298.946   MT  0.99996359   -0 44 38.8
 DX4337;SPC CA 6     - 2,158,575.84  6,149,262.46   sFT  0.99996359   -0 44 38.8
 DX4337;UTM  11      - 3,716,127.519   443,937.877   MT  0.99963875   -0 20 03.1
 DX4337
 DX4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4337!SPC CA 6     -   0.99996004  x   0.99996359  =   0.99992363
 DX4337!UTM  11      -   0.99996004  x   0.99963875  =   0.99959880
 DX4337
 DX4337:                Primary Azimuth Mark                     Grid Az
 DX4337:SPC CA 6     -  7 7 11                                   097 46 27.9
 DX4337:UTM  11      -  7 7 11                                   097 21 52.2
 DX4337
 DX4337|---------------------------------------------------------------------|
 DX4337| PID    Reference Object                     Distance      Geod. Az  |
 DX4337|                                                           dddmmss.s |
 DX4337| DX4331 7 7 11                              APPROX. 2.6 KM 0970149.1 |
 DX4337|---------------------------------------------------------------------|
 DX4337
 DX4337                          SUPERSEDED SURVEY CONTROL
 DX4337
 DX4337  NAD 83(1986)-  33 35 00.18161(N)    117 36 14.89725(W) AD(1984.00) 2
 DX4337  NAD 27      -  33 35 00.09910(N)    117 36 11.72550(W) AD(       ) 2
 DX4337  NGVD 29 (07/19/86)  287.88   (m)          944.5    (f) LEVELING    3  
 DX4337
 DX4337.Superseded values are not recommended for survey control.
 DX4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4337.See file dsdata.txt to determine how the superseded data were derived.
 DX4337
 DX4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4393816128(NAD 83)
 DX4337
 DX4337  HISTORY     - Date     Condition        Report By
 DX4337  HISTORY     - 1967     MONUMENTED       CA-059
 DX4337
 DX4337                          STATION DESCRIPTION
 DX4337
 DX4337'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4337'TO REACH THE SITE OF MONUMENT 7-7-10 FROM THE INTERSECTION OF
 DX4337'ORTEGA HIGHWAY AND THE SAN DIEGO FREEWAY, PROCEED ALONG ORTEGA
 DX4337'HIGHWAY TOWARD ELSINORE FOR 2.1 MILES TO WHERE A PAVED ROAD LEADS
 DX4337'OFF TO THE LEFT.  TAKE THIS PAVED ROAD, STAYING TO THE LEFT WHEN
 DX4337'IT DIVIDES AND PROCEED ALONG IT FOR 0.3 MILES FROM ORTEGA
 DX4337'HIGHWAY, TO WHERE A DIRT ROAD LEADS OFF TO THE LEFT, SAID DIRT
 DX4337'ROAD HAVING A STEEL CATTLE GUARD ACROSS IT.  TAKE THIS DIRT ROAD
 DX4337'AND PROCEED ALONG IT FOR 1.85 MILES TO WHERE ANOTHER DIRT ROAD
 DX4337'LEADS OFF TO THE LEFT AND NORTHERLY ALONG RIDGE LINE.  TAKE
 DX4337'THIS DIRT ROAD AND PROCEED ON IT ALONG THE RIDGE LINE FOR 2.55
 DX4337'MILES TO WHERE IT INTERSECTS WITH ANOTHER DIRT ROAD.  TURN
 DX4337'RIGHT AT SAID INTERSECTION AND PROCEED FOR 0.3 MILES
 DX4337'TO A Y IN SAID ROAD.  TURN LEFT AT SAID Y IN ROAD AND PROCEED
 DX4337'FOR 2.86 MILES AND STOP.  WALK UP TRAIL WHICH LEADS OFF TO THE
 DX4337'RIGHT AND UP THE HILL AND PROCEED FOR APPROXIMATELY 600 FEET, TO
 DX4337'A FENCE CORNER.  MONUMENT 7-7-10 IS ON HIGHEST POINT OF HILL
 DX4337'AND IS ABOUT 200 FEET EASTERLY OF SAID FENCE CORNER.
 DX4337'
 DX4337'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4337'STAMPED 7-7-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4331 ***********************************************************************
 DX4331  DESIGNATION -  7 7 11
 DX4331  PID         -  DX4331
 DX4331  STATE/COUNTY-  CA/ORANGE
 DX4331  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4331
 DX4331                         *CURRENT SURVEY CONTROL
 DX4331  ___________________________________________________________________
 DX4331* NAD 83(1992)-  33 34 49.99589(N)    117 34 36.30371(W)     ADJUSTED  
 DX4331* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 DX4331  ___________________________________________________________________
 DX4331  EPOCH DATE  -        1991.35
 DX4331  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 DX4331  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DX4331  HORZ ORDER  -  SECOND
 DX4331
 DX4331.The horizontal coordinates were established by classical geodetic methods
 DX4331.and adjusted by the National Geodetic Survey in June 1996.
 DX4331.The horizontal coordinates are valid at the epoch date displayed above.
 DX4331.The epoch date for horizontal control is a decimal equivalence
 DX4331.of Year/Month/Day.
 DX4331
 DX4331.The orthometric height was scaled from a topographic map.
 DX4331
 DX4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4331
 DX4331.The geoid height was determined by GEOID03.
 DX4331
 DX4331;                    North         East     Units Scale Factor Converg.
 DX4331;SPC CA 6     -   657,588.704 1,876,837.067   MT  0.99996337   -0 43 44.7
 DX4331;SPC CA 6     - 2,157,438.94  6,157,589.61   sFT  0.99996337   -0 43 44.7
 DX4331;UTM  11      - 3,715,799.269   446,477.583   MT  0.99963532   -0 19 08.4
 DX4331
 DX4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4331!SPC CA 6     -   0.99996863  x   0.99996337  =   0.99993200
 DX4331!UTM  11      -   0.99996863  x   0.99963532  =   0.99960396
 DX4331
 DX4331:                Primary Azimuth Mark                     Grid Az
 DX4331:SPC CA 6     -  7 7 14                                   174 56 13.4
 DX4331:UTM  11      -  7 7 14                                   174 31 37.1
 DX4331
 DX4331|---------------------------------------------------------------------|
 DX4331| PID    Reference Object                     Distance      Geod. Az  |
 DX4331|                                                           dddmmss.s |
 DX4331| DX4329 7 7 14                              APPROX. 2.0 KM 1741228.7 |
 DX4331|---------------------------------------------------------------------|
 DX4331
 DX4331                          SUPERSEDED SURVEY CONTROL
 DX4331
 DX4331  NAD 83(1986)-  33 34 49.99363(N)    117 34 36.30447(W) AD(1984.00) 2
 DX4331  NAD 27      -  33 34 49.91060(N)    117 34 33.13590(W) AD(       ) 2
 DX4331
 DX4331.Superseded values are not recommended for survey control.
 DX4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4331.See file dsdata.txt to determine how the superseded data were derived.
 DX4331
 DX4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4647815799(NAD 83)
 DX4331
 DX4331  HISTORY     - Date     Condition        Report By
 DX4331  HISTORY     - 1967     MONUMENTED       CA-059
 DX4331
 DX4331                          STATION DESCRIPTION
 DX4331
 DX4331'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4331'TO REACH THE SITE OF MONUMENT 7-7-11 FROM THE INTERSECTION OF
 DX4331'ORTEGA HIGHWAY AND THE SAN DIEGO FREEWAY, PROCEED ALONG ORTEGA
 DX4331'TOWARD ELSINORE FOR 2.1 MILES TO WHERE A PAVED ROAD LEADS OFF TO
 DX4331'THE LEFT.  TAKE SAID PAVED ROAD STAYING TO THE LEFT WHEN IT
 DX4331'DIVIDES AND PROCEED FOR 0.3 MILE TO WHERE A DIRT ROAD LEADS OFF TO
 DX4331'THE LEFT, SAID DIRT ROAD HAVING A STEEL CATTLE GUARD ACROSS
 DX4331'IT.  TAKE DIRT ROAD AND PROCEED FOR 2.35 MILES TO WHERE ANOTHER
 DX4331'DIRT ROAD LEADS OFF TO THE LEFT.  TAKE SAID DIRT ROAD FOR 1.5
 DX4331'MILE TO A Y IN ROAD AT WHICH LOCATION THERE IS A HAY BARN.
 DX4331'TAKE THE DIRT ROAD LEADING TO THE RIGHT AND PROCEED THROUGH A
 DX4331'LARGE WOOD GATE FOR 0.8 MILE TO Y IN ROAD.  TAKE THE ROAD
 DX4331'LEADING TO THE LEFT AND PROCEED FOR 1.3 MILE TO Y IN ROAD.
 DX4331'TAKE THE ROAD LEADING TO THE RIGHT AND PROCEED FOR 0.1 MILE TO
 DX4331'Y IN ROAD.  TAKE THE ROAD LEADING TO THE RIGHT AND UP THE HILL AND
 DX4331'PROCEED 0.7 MILE STOP.  MONUMENT 7-7-11 IS LOCATED ABOUT 10 FEET
 DX4331'ON RIGHT SIDE OF ROAD.
 DX4331'
 DX4331'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4331'STAMPED 7-7-11.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4329 ***********************************************************************
 DX4329  DESIGNATION -  7 7 14
 DX4329  PID         -  DX4329
 DX4329  STATE/COUNTY-  CA/ORANGE
 DX4329  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4329
 DX4329                         *CURRENT SURVEY CONTROL
 DX4329  ___________________________________________________________________
 DX4329* NAD 83(1992)-  33 33 43.86149(N)    117 34 28.29068(W)     ADJUSTED  
 DX4329* NAVD 88     -       245.86   (+/-2cm)     806.6    (feet)  VERTCON   
 DX4329  ___________________________________________________________________
 DX4329  EPOCH DATE  -        1991.35
 DX4329  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 DX4329  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DX4329  HORZ ORDER  -  SECOND
 DX4329  VERT ORDER  -  THIRD ? (See Below)
 DX4329
 DX4329.The horizontal coordinates were established by classical geodetic methods
 DX4329.and adjusted by the National Geodetic Survey in June 1996.
 DX4329.The horizontal coordinates are valid at the epoch date displayed above.
 DX4329.The epoch date for horizontal control is a decimal equivalence
 DX4329.of Year/Month/Day.
 DX4329
 DX4329.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4329.The vertical order pertains to the NGVD 29 superseded value.
 DX4329
 DX4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4329
 DX4329.The geoid height was determined by GEOID03.
 DX4329
 DX4329;                    North         East     Units Scale Factor Converg.
 DX4329;SPC CA 6     -   655,548.741 1,877,017.799   MT  0.99996205   -0 43 40.3
 DX4329;SPC CA 6     - 2,150,746.16  6,158,182.56   sFT  0.99996205   -0 43 40.3
 DX4329;UTM  11      - 3,713,761.320   446,672.850   MT  0.99963506   -0 19 03.5
 DX4329
 DX4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4329!SPC CA 6     -   0.99996674  x   0.99996205  =   0.99992879
 DX4329!UTM  11      -   0.99996674  x   0.99963506  =   0.99960181
 DX4329
 DX4329:                Primary Azimuth Mark                     Grid Az
 DX4329:SPC CA 6     -  7 7 11                                   354 56 13.4
 DX4329:UTM  11      -  7 7 11                                   354 31 36.6
 DX4329
 DX4329|---------------------------------------------------------------------|
 DX4329| PID    Reference Object                     Distance      Geod. Az  |
 DX4329|                                                           dddmmss.s |
 DX4329| DX4331 7 7 11                              APPROX. 2.0 KM 3541233.1 |
 DX4329|---------------------------------------------------------------------|
 DX4329
 DX4329                          SUPERSEDED SURVEY CONTROL
 DX4329
 DX4329  NAD 83(1986)-  33 33 43.85904(N)    117 34 28.29164(W) AD(1984.00) 2
 DX4329  NAD 27      -  33 33 43.77450(N)    117 34 25.12360(W) AD(       ) 2
 DX4329  NGVD 29 (07/19/86)  245.14   (m)          804.3    (f) LEVELING    3  
 DX4329
 DX4329.Superseded values are not recommended for survey control.
 DX4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4329.See file dsdata.txt to determine how the superseded data were derived.
 DX4329
 DX4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4667313761(NAD 83)
 DX4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX4329+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003
 DX4329
 DX4329  HISTORY     - Date     Condition        Report By
 DX4329  HISTORY     - 1967     MONUMENTED       CA-059
 DX4329  HISTORY     - 20030217 GOOD             GEOCAC
 DX4329
 DX4329                          STATION DESCRIPTION
 DX4329
 DX4329'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4329'TO REACH THE SITE OF MONUMENT 7-7-14 FROM THE INTERSECTION OF
 DX4329'ORTEGA HIGHWAY AND SAN DIEGO FREEWAY PROCEED ALONG ORTEGA HIGHWAY
 DX4329'AND SAN DIEGO FREEWAY PROCEED ALONG ORTEGA HIGHWAY
 DX4329'TOWARD ELSINORE FOR 2.1 MILES TO WHERE A PAVED ROAD LEADS OFF TO
 DX4329'THE LEFT.  TAKE SAID PAVED ROAD LEADING OFF TO THE LEFT AND
 DX4329'STAYING TO THE LEFT WHEN IT DIVIDES FOR 0.3 MILES FROM ORTEGA
 DX4329'HIGHWAY TO WHERE A DIRT ROAD LEADS OFF TO THE LEFT, SAID DIRT
 DX4329'ROAD HAVING A STEEL CATTLE GUARD ACROSS IT.  TAKE THIS DIRT
 DX4329'ROAD AND PROCEED FOR 2.35 MILES TO WHERE A DIRT ROAD LEADS
 DX4329'OFF TO THE LEFT.  TAKE SAID DIRT ROAD AND PROCEED FOR 1.5 MILES
 DX4329'TO A Y IN ROAD AT WHICH POINT A LARGE HAY BARN IS LOCATED.
 DX4329'TAKE THE ROAD LEADING TO THE RIGHT AT SAID Y AND PASS THROUGH A
 DX4329'LARGE WOOD GATE AND PROCEED ALONG SAID ROAD FOR 0.8 MILES TO
 DX4329'ANOTHER Y IN ROAD.  TAKE THE DIRT ROAD LEADING TO THE RIGHT
 DX4329'AT SAID Y AND PROCEED FOR 0.1 MILES TO ANOTHER Y IN ROAD.  TAKE
 DX4329'THE DIRT ROAD LEADING TO THE RIGHT AT SAID Y AND
 DX4329'PROCEED FOR 0.85 MILES TO DOUBLE IRON GATES.  MONUMENT
 DX4329'7-7-14 IS LOCATED 20 FEET + OR - SOUTHWEST OF SOUTH END OF
 DX4329'FIRST IRON GATE.
 DX4329'
 DX4329'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4329'STAMPED 7-7-14.
 DX4329
 DX4329                          STATION RECOVERY (2003)
 DX4329
 DX4329'RECOVERY NOTE BY GEOCACHING 2003 (LJK)
 DX4329'STATION MARK NOW LOCATED IN THE CASPERS WILDERNESS PARK
 DX4329'(949)-728-0235. PARK ENTRANCE LOCATED OFF STATE ROUTE 74 (ORTEGA
 DX4329'HIGHWAY), APPROX 7.5 MILES NORTHEAST OF INTERSTATE 5.  MARK LOCATED
 DX4329'APPROX 20 FEET WEST OF WEST RIDGE TRAIL, APPROX 0.1 MILE NORTH OF
 DX4329'INTERSECTION OF STAR RISE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4332 ***********************************************************************
 DX4332  DESIGNATION -  7 7 15
 DX4332  PID         -  DX4332
 DX4332  STATE/COUNTY-  CA/ORANGE
 DX4332  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4332
 DX4332                         *CURRENT SURVEY CONTROL
 DX4332  ___________________________________________________________________
 DX4332* NAD 83(1992)-  33 33 53.53173(N)    117 35 48.14152(W)     ADJUSTED  
 DX4332* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 DX4332  ___________________________________________________________________
 DX4332  EPOCH DATE  -        1991.35
 DX4332  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 DX4332  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DX4332  HORZ ORDER  -  SECOND
 DX4332
 DX4332.The horizontal coordinates were established by classical geodetic methods
 DX4332.and adjusted by the National Geodetic Survey in June 1996.
 DX4332.The horizontal coordinates are valid at the epoch date displayed above.
 DX4332.The epoch date for horizontal control is a decimal equivalence
 DX4332.of Year/Month/Day.
 DX4332
 DX4332.The orthometric height was scaled from a topographic map.
 DX4332
 DX4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4332
 DX4332.The geoid height was determined by GEOID03.
 DX4332
 DX4332;                    North         East     Units Scale Factor Converg.
 DX4332;SPC CA 6     -   655,873.022 1,874,962.274   MT  0.99996224   -0 44 24.1
 DX4332;SPC CA 6     - 2,151,810.07  6,151,438.73   sFT  0.99996224   -0 44 24.1
 DX4332;UTM  11      - 3,714,070.777   444,615.726   MT  0.99963782   -0 19 47.7
 DX4332
 DX4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4332!SPC CA 6     -   0.99996788  x   0.99996224  =   0.99993012
 DX4332!UTM  11      -   0.99996788  x   0.99963782  =   0.99960571
 DX4332
 DX4332:                Primary Azimuth Mark                     Grid Az
 DX4332:SPC CA 6     -  7 7 11                                   047 32 14.5
 DX4332:UTM  11      -  7 7 11                                   047 07 38.1
 DX4332
 DX4332|---------------------------------------------------------------------|
 DX4332| PID    Reference Object                     Distance      Geod. Az  |
 DX4332|                                                           dddmmss.s |
 DX4332| DX4331 7 7 11                              APPROX. 2.5 KM 0464750.4 |
 DX4332|---------------------------------------------------------------------|
 DX4332
 DX4332                          SUPERSEDED SURVEY CONTROL
 DX4332
 DX4332  NAD 83(1986)-  33 33 53.52949(N)    117 35 48.14249(W) AD(1984.00) 2
 DX4332  NAD 27      -  33 33 53.44530(N)    117 35 44.97180(W) AD(       ) 2
 DX4332
 DX4332.Superseded values are not recommended for survey control.
 DX4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4332.See file dsdata.txt to determine how the superseded data were derived.
 DX4332
 DX4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4461614071(NAD 83)
 DX4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX4332+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2007
 DX4332
 DX4332  HISTORY     - Date     Condition        Report By
 DX4332  HISTORY     - 1967     MONUMENTED       CA-059
 DX4332  HISTORY     - 20070120 GOOD             GEOCAC
 DX4332
 DX4332                          STATION DESCRIPTION
 DX4332
 DX4332'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4332'TO REACH THE SITE OF MONUMENT 7-7-15 FROM THE INTERSECTION OF
 DX4332'ORTEGA HIGHWAY AND THE SAN DIEGO FREEWAY, PROCEED ALONG ORTEGA
 DX4332'HIGHWAY TOWARD ELSINORE FOR 2.1 MILES TO WHERE A PAVED ROAD LEADS
 DX4332'OFF TO THE LEFT.  TAKE THIS PAVED ROAD STAYING TO THE LEFT WHEN
 DX4332'IT DIVIDES FOR 0.3 MILES FROM ORTEGA HIGHWAY TO WHERE A DIRT ROAD
 DX4332'LEADS OFF TO THE LEFT, SAID DIRT ROAD HAVING A STEEL CATTLE
 DX4332'GUARD ACROSS IT.  TAKE THIS DIRT ROAD AND PROCEED ALONG IT FOR
 DX4332'1.85 MILES TO WHERE ANOTHER DIRT ROAD LEADS OFF TO THE LEFT
 DX4332'AND NORTHERLY ALONG THE RIDGE LINE.  TAKE THIS DIRT ROAD
 DX4332'AND PROCEED ON IT ALONG THE RIDGE LINE FOR 2.55 MILES TO WHERE
 DX4332'IT INTERSECTS WITH ANOTHER DIRT ROAD.  TURN RIGHT AT SAID
 DX4332'INTERSECTION AND PROCEED FOR 0.3 MILES TO A Y IN ROAD.
 DX4332'TURN RIGHT AT SAID Y IN ROAD AND PROCEED FOR 0.175 MILES AND
 DX4332'STOP NEAR A BARBED WIRE GATE ON THE LEFT.  WALK EASTERLY ALONG
 DX4332'THE FENCE LINE AND UP THE HILL FOR ABOUT 800 FEET TO THE
 DX4332'HIGHEST POINT ON HILL TO THE LOCATION OF MONUMENT 7-7-15.
 DX4332'
 DX4332'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4332'STAMPED 7-7-15.
 DX4332
 DX4332                          STATION RECOVERY (2007)
 DX4332
 DX4332'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DX4332'RECOVERED IN GOOD CONDITION.  NEW TO REACH.  FROM I-5, TAKE OSO
 DX4332'PARKWAY WEST ABOUT 5.7 MILES TO COTO DE CAZA DR., THE ENTRANCE TO
 DX4332'THOMAS F. RILEY WILDERNESS PARK.  ENTER THE PARK AND GO TO THE
 DX4332'FARTHEST PARKING AREA, ABOUT .2 MILES.
 DX4332'TAKE THE HORSE TRAIL AND CONTINUE SW FOR ANOTHER .3 MILES WHERE THE
 DX4332'TRAIL WILL CURVE TO THE WEST.  CONTINUE IN A WESTERLY DIRECTION FOR
 DX4332'ABOUT .6 MILES PASSING THROUGH SEVERAL GATES.  MAKE A SHARP LEFT FOR
 DX4332'ABOUT .2 AND ANOTHER LEFT FOR ABOUT .1 MILES.
 DX4332'PASS THROUGH THE BARBWIRE GATE AND FOLLOW THE FENCE LINE TO THE RIGHT
 DX4332'ABOUT 800 FEET TO THE TOP OF THE HILL AND THE STATION.  THERE IS A
 DX4332'METAL WITNESS POST TO THE NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4362 ***********************************************************************
 DX4362  DESIGNATION -  7 7 17
 DX4362  PID         -  DX4362
 DX4362  STATE/COUNTY-  CA/ORANGE
 DX4362  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4362
 DX4362                         *CURRENT SURVEY CONTROL
 DX4362  ___________________________________________________________________
 DX4362* NAD 83(1992)-  33 33 41.82419(N)    117 38 21.03294(W)     ADJUSTED  
 DX4362* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 DX4362  ___________________________________________________________________
 DX4362  EPOCH DATE  -        1991.35
 DX4362  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 DX4362  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DX4362  HORZ ORDER  -  SECOND
 DX4362
 DX4362.The horizontal coordinates were established by classical geodetic methods
 DX4362.and adjusted by the National Geodetic Survey in June 1996.
 DX4362.The horizontal coordinates are valid at the epoch date displayed above.
 DX4362.The epoch date for horizontal control is a decimal equivalence
 DX4362.of Year/Month/Day.
 DX4362
 DX4362.The orthometric height was scaled from a topographic map.
 DX4362
 DX4362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4362
 DX4362.The geoid height was determined by GEOID03.
 DX4362
 DX4362;                    North         East     Units Scale Factor Converg.
 DX4362;SPC CA 6     -   655,564.097 1,871,014.498   MT  0.99996201   -0 45 48.2
 DX4362;SPC CA 6     - 2,150,796.54  6,138,486.73   sFT  0.99996201   -0 45 48.2
 DX4362;UTM  11      - 3,713,733.715   440,671.530   MT  0.99964339   -0 21 12.1
 DX4362
 DX4362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4362!SPC CA 6     -   0.99997105  x   0.99996201  =   0.99993306
 DX4362!UTM  11      -   0.99997105  x   0.99964339  =   0.99961445
 DX4362
 DX4362:                Primary Azimuth Mark                     Grid Az
 DX4362:SPC CA 6     -  7 8 13                                   289 40 43.1
 DX4362:UTM  11      -  7 8 13                                   289 16 07.0
 DX4362
 DX4362|---------------------------------------------------------------------|
 DX4362| PID    Reference Object                     Distance      Geod. Az  |
 DX4362|                                                           dddmmss.s |
 DX4362| DX4366 7 8 13                              APPROX. 2.0 KM 2885454.9 |
 DX4362|---------------------------------------------------------------------|
 DX4362
 DX4362                          SUPERSEDED SURVEY CONTROL
 DX4362
 DX4362  NAD 83(1986)-  33 33 41.82211(N)    117 38 21.03413(W) AD(1984.00) 2
 DX4362  NAD 27      -  33 33 41.73820(N)    117 38 17.85860(W) AD(       ) 2
 DX4362
 DX4362.Superseded values are not recommended for survey control.
 DX4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4362.See file dsdata.txt to determine how the superseded data were derived.
 DX4362
 DX4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4067213734(NAD 83)
 DX4362
 DX4362  HISTORY     - Date     Condition        Report By
 DX4362  HISTORY     - 1964     MONUMENTED       CA-059
 DX4362
 DX4362                          STATION DESCRIPTION
 DX4362
 DX4362'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4362'TO REACH THE STATION FROM THE INTERSECTION OF ORTEGA HIGHWAY AND
 DX4362'THE SAN DIEGO FREEWAY, PROCEED EASTERLY ALONG ORTEGA HIGHWAY
 DX4362'1.7 MILES TO THE O NEILL RANCH OFFICE, TURN LEFT OPPOSITE THE
 DX4362'RANCH OFFICE AND FOLLOW AN OILED GRAVEL ROAD UP THE HILL 0.1 MILE
 DX4362'TO AN IRON GATE, PASS THRU THE GATE AND GO 0.8 MILE TO A
 DX4362'RESERVOIR AND A WATER TANK, FOLLOW THE DIRT ROAD FOR 0.1 MILE TO
 DX4362'A CATTLE GUARD AND PROCEED 2.8 MILE TO A FORK IN THE ROAD, TURN
 DX4362'LEFT AND GO 0.7 MILE TO AN INTERSECTION, TURN LEFT AND PROCEED
 DX4362'0.35 MILE TO A Y IN THE ROAD, TURN LEFT AND GO 0.3 MILE, TURN
 DX4362'LEFT AND GO 0.1 MILE UP THE HILL TO THE STATION SITE.
 DX4362'
 DX4362'STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT.  STAMPED
 DX4362'7-7-17.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4335 ***********************************************************************
 DX4335  DESIGNATION -  7 7 27
 DX4335  PID         -  DX4335
 DX4335  STATE/COUNTY-  CA/ORANGE
 DX4335  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4335
 DX4335                         *CURRENT SURVEY CONTROL
 DX4335  ___________________________________________________________________
 DX4335* NAD 83(1992)-  33 32 22.15865(N)    117 35 58.87487(W)     ADJUSTED  
 DX4335* NAVD 88     -       186.50   (+/-2cm)     611.9    (feet)  VERTCON   
 DX4335  ___________________________________________________________________
 DX4335  EPOCH DATE  -        1991.35
 DX4335  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 DX4335  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DX4335  HORZ ORDER  -  SECOND
 DX4335  VERT ORDER  -  THIRD ? (See Below)
 DX4335
 DX4335.The horizontal coordinates were established by classical geodetic methods
 DX4335.and adjusted by the National Geodetic Survey in June 1996.
 DX4335.The horizontal coordinates are valid at the epoch date displayed above.
 DX4335.The epoch date for horizontal control is a decimal equivalence
 DX4335.of Year/Month/Day.
 DX4335
 DX4335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4335.The vertical order pertains to the NGVD 29 superseded value.
 DX4335
 DX4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4335
 DX4335.The geoid height was determined by GEOID03.
 DX4335
 DX4335;                    North         East     Units Scale Factor Converg.
 DX4335;SPC CA 6     -   653,061.784 1,874,649.028   MT  0.99996055   -0 44 30.0
 DX4335;SPC CA 6     - 2,142,586.87  6,150,411.02   sFT  0.99996055   -0 44 30.0
 DX4335;UTM  11      - 3,711,258.278   444,322.711   MT  0.99963822   -0 19 52.8
 DX4335
 DX4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4335!SPC CA 6     -   0.99997609  x   0.99996055  =   0.99993664
 DX4335!UTM  11      -   0.99997609  x   0.99963822  =   0.99961432
 DX4335
 DX4335:                Primary Azimuth Mark                     Grid Az
 DX4335:SPC CA 6     -  CLIFF                                    070 34 42.0
 DX4335:UTM  11      -  CLIFF                                    070 10 04.8
 DX4335
 DX4335|---------------------------------------------------------------------|
 DX4335| PID    Reference Object                     Distance      Geod. Az  |
 DX4335|                                                           dddmmss.s |
 DX4335| DX4327 CLIFF                               APPROX. 2.6 KM 0695012.0 |
 DX4335|---------------------------------------------------------------------|
 DX4335
 DX4335                          SUPERSEDED SURVEY CONTROL
 DX4335
 DX4335  NAD 83(1986)-  33 32 22.15621(N)    117 35 58.87626(W) AD(1984.00) 2
 DX4335  NAD 27      -  33 32 22.07000(N)    117 35 55.70560(W) AD(       ) 2
 DX4335  NGVD 29 (07/19/86)  185.80   (m)          609.6    (f) LEVELING    3  
 DX4335
 DX4335.Superseded values are not recommended for survey control.
 DX4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4335.See file dsdata.txt to determine how the superseded data were derived.
 DX4335
 DX4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4432311258(NAD 83)
 DX4335
 DX4335  HISTORY     - Date     Condition        Report By
 DX4335  HISTORY     - 1967     MONUMENTED       CA-059
 DX4335
 DX4335                          STATION DESCRIPTION
 DX4335
 DX4335'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4335'TO REACH THE SITE OF MONUMENT 7-7-27 FROM THE INTERSECTION OF
 DX4335'ORTEGA HIGHWAY AND THE SAN DIEGO FREEWAY, PROCEED ALONG ORTEGA
 DX4335'HIGHWAY TOWARD ELSINORE FOR 2.1 MILES TO WHERE A PAVED ROAD LEADS
 DX4335'OFF TO THE LEFT.  TAKE THIS PAVED ROAD, STAYING TO THE LEFT WHEN
 DX4335'IT DIVIDES AND PROCEED FOR 0.3 MILES ALONG IT FROM ORTEGA HIGHWAY
 DX4335'TO WHERE A DIRT ROAD LEADS OFF TO THE LEFT, SAID DIRT ROAD
 DX4335'HAVING A STEEL CATTLE GUARD ACROSS IT.  TAKE THIS DIRT ROAD AND
 DX4335'PROCEED FOR 1.85 MILES TO WHERE A DIRT ROAD LEADS OFF TO THE
 DX4335'LEFT AND NORTHERLY ALONG RIDGE LINE.  TAKE THIS DIRT ROAD TO
 DX4335'THE LEFT AND PROCEED ON IT ALONG THE RIDGE LINE FOR 0.85 MILES
 DX4335'AND STOP.  MONUMENT 7-7-27 IS LOCATED ON TOP OF THE
 DX4335'HILL AND ABOUT TWENTY FEET ON RIGHT SIDE OF ROAD.
 DX4335'
 DX4335'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4335'STAMPED 7-7-27.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4360 ***********************************************************************
 DX4360  DESIGNATION -  7 7 29
 DX4360  PID         -  DX4360
 DX4360  STATE/COUNTY-  CA/ORANGE
 DX4360  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4360
 DX4360                         *CURRENT SURVEY CONTROL
 DX4360  ___________________________________________________________________
 DX4360* NAD 83(1992)-  33 32 04.22024(N)    117 37 38.88261(W)     ADJUSTED  
 DX4360* NAVD 88     -       222.89   (+/-2cm)     731.3    (feet)  VERTCON   
 DX4360  ___________________________________________________________________
 DX4360  EPOCH DATE  -        1991.35
 DX4360  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 DX4360  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DX4360  HORZ ORDER  -  SECOND
 DX4360  VERT ORDER  -  THIRD ? (See Below)
 DX4360
 DX4360.The horizontal coordinates were established by classical geodetic methods
 DX4360.and adjusted by the National Geodetic Survey in June 1996.
 DX4360.The horizontal coordinates are valid at the epoch date displayed above.
 DX4360.The epoch date for horizontal control is a decimal equivalence
 DX4360.of Year/Month/Day.
 DX4360
 DX4360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4360.The vertical order pertains to the NGVD 29 superseded value.
 DX4360
 DX4360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4360
 DX4360.The geoid height was determined by GEOID03.
 DX4360
 DX4360;                    North         East     Units Scale Factor Converg.
 DX4360;SPC CA 6     -   652,542.923 1,872,061.841   MT  0.99996025   -0 45 25.0
 DX4360;SPC CA 6     - 2,140,884.57  6,141,922.89   sFT  0.99996025   -0 45 25.0
 DX4360;UTM  11      - 3,710,721.075   441,740.133   MT  0.99964184   -0 20 47.9
 DX4360
 DX4360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4360!SPC CA 6     -   0.99997040  x   0.99996025  =   0.99993065
 DX4360!UTM  11      -   0.99997040  x   0.99964184  =   0.99961225
 DX4360
 DX4360:                Primary Azimuth Mark                     Grid Az
 DX4360:SPC CA 6     -  TRABUCO                                  264 47 46.0
 DX4360:UTM  11      -  TRABUCO                                  264 23 08.9
 DX4360
 DX4360|---------------------------------------------------------------------|
 DX4360| PID    Reference Object                     Distance      Geod. Az  |
 DX4360|                                                           dddmmss.s |
 DX4360| DX4351 TRABUCO                             APPROX. 2.5 KM 2640221.0 |
 DX4360|---------------------------------------------------------------------|
 DX4360
 DX4360                          SUPERSEDED SURVEY CONTROL
 DX4360
 DX4360  NAD 83(1986)-  33 32 04.21799(N)    117 37 38.88405(W) AD(1984.00) 2
 DX4360  NAD 27      -  33 32 04.13170(N)    117 37 35.70990(W) AD(       ) 2
 DX4360  NGVD 29 (07/19/86)  222.19   (m)          729.0    (f) LEVELING    3  
 DX4360
 DX4360.Superseded values are not recommended for survey control.
 DX4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4360.See file dsdata.txt to determine how the superseded data were derived.
 DX4360
 DX4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4174010721(NAD 83)
 DX4360
 DX4360  HISTORY     - Date     Condition        Report By
 DX4360  HISTORY     - 1967     MONUMENTED       CA-059
 DX4360
 DX4360                          STATION DESCRIPTION
 DX4360
 DX4360'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4360'TO REACH SITE OF MONUMENT 7-7-29 FROM THE INTERSECTION OF
 DX4360'INTERSTATE 5 AND THE ORTEGA HIGHWAY, PROCEED EASTERLY ON ORTEGA
 DX4360'HIGHWAY 1.7 MILES TO O NEILL RANCH OFFICE, TURN LEFT OPPOSITE THE
 DX4360'RANCH OFFICE AND FOLLOW AN OILED GRAVEL ROAD UP THE HILL FOR 0.1
 DX4360'MILES TO AN IRON GATE.  PASS THRU GATE FOR 0.8 MILES TO A
 DX4360'RESERVOIR AND A WATER TANK.  FOLLOW A DIRT ROAD FOR 0.1 MILES TO
 DX4360'CATTLE GUARD AND PROCEED 0.6 MILES, TURN RIGHT OFF ROAD AND UP
 DX4360'A HILL ACROSS A SADDLE HEADING SOUTHERLY TO PEAK OF SECOND HILL
 DX4360'AND STATION SITE.
 DX4360'
 DX4360'SET A STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4360'WITH A METAL CAP STAMPED 7-7-29.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4365 ***********************************************************************
 DX4365  DESIGNATION -  7 7 31
 DX4365  PID         -  DX4365
 DX4365  STATE/COUNTY-  CA/ORANGE
 DX4365  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4365
 DX4365                         *CURRENT SURVEY CONTROL
 DX4365  ___________________________________________________________________
 DX4365* NAD 83(1992)-  33 30 48.76228(N)    117 39 01.69454(W)     ADJUSTED  
 DX4365* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 DX4365  ___________________________________________________________________
 DX4365  EPOCH DATE  -        1991.35
 DX4365  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 DX4365  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DX4365  HORZ ORDER  -  SECOND
 DX4365
 DX4365.The horizontal coordinates were established by classical geodetic methods
 DX4365.and adjusted by the National Geodetic Survey in June 1996.
 DX4365.The horizontal coordinates are valid at the epoch date displayed above.
 DX4365.The epoch date for horizontal control is a decimal equivalence
 DX4365.of Year/Month/Day.
 DX4365
 DX4365.The orthometric height was scaled from a topographic map.
 DX4365
 DX4365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4365
 DX4365.The geoid height was determined by GEOID03.
 DX4365
 DX4365;                    North         East     Units Scale Factor Converg.
 DX4365;SPC CA 6     -   650,246.874 1,869,894.213   MT  0.99995904   -0 46 10.5
 DX4365;SPC CA 6     - 2,133,351.62  6,134,811.26   sFT  0.99995904   -0 46 10.5
 DX4365;UTM  11      - 3,708,410.291   439,589.686   MT  0.99964499   -0 21 33.0
 DX4365
 DX4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4365!SPC CA 6     -   0.99998129  x   0.99995904  =   0.99994033
 DX4365!UTM  11      -   0.99998129  x   0.99964499  =   0.99962629
 DX4365
 DX4365:                Primary Azimuth Mark                     Grid Az
 DX4365:SPC CA 6     -  8 7 18                                   173 01 33.9
 DX4365:UTM  11      -  8 7 18                                   172 36 56.4
 DX4365
 DX4365|---------------------------------------------------------------------|
 DX4365| PID    Reference Object                     Distance      Geod. Az  |
 DX4365|                                                           dddmmss.s |
 DX4365| DX4170 8 7 18                              APPROX. 3.5 KM 1721523.4 |
 DX4365|---------------------------------------------------------------------|
 DX4365
 DX4365                          SUPERSEDED SURVEY CONTROL
 DX4365
 DX4365  NAD 83(1986)-  33 30 48.75998(N)    117 39 01.69619(W) AD(1984.00) 2
 DX4365  NAD 27      -  33 30 48.67170(N)    117 38 58.52020(W) AD(       ) 2
 DX4365
 DX4365.Superseded values are not recommended for survey control.
 DX4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4365.See file dsdata.txt to determine how the superseded data were derived.
 DX4365
 DX4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3959008410(NAD 83)
 DX4365
 DX4365  HISTORY     - Date     Condition        Report By
 DX4365  HISTORY     - 1964     MONUMENTED       CA-059
 DX4365
 DX4365                          STATION DESCRIPTION
 DX4365
 DX4365'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4365'TO REACH FROM MISSION SAN JUAN CAPISTRANO, GO EASTERLY ON ORTEGA
 DX4365'HIGHWAY 0.3 MILE TO AVENIDA LOS CERRITOS, TURN LEFT ON AVENIDA LOS
 DX4365'CERRITOS AND GO 0.3 MILE TO FORK IN THE ROAD, TAKE THE RIGHT FORK
 DX4365'AND GO 0.25 MILE TO A WHITE WOOD GATE, GO THRU THE GATE AND GO
 DX4365'0.25 MILE TO A ROUND CONCRETE WATER TANK, AND END OF TRUCK TRAVEL,
 DX4365'PROCEED ON FOOT ACROSS A BARBED WIRE FENCE ON THE LEFT.
 DX4365'FOLLOW UP THE HILL TO THE STATION SITE, 150 FEET SOUTHERLY OF A
 DX4365'LARGE RECTANGULAR CONCRETE WATER TANK, ORANGE COUNTY BRASS
 DX4365'CAP MARKED 7-7-31
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4326 ***********************************************************************
 DX4326  DESIGNATION -  7 7 36
 DX4326  PID         -  DX4326
 DX4326  STATE/COUNTY-  CA/ORANGE
 DX4326  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4326
 DX4326                         *CURRENT SURVEY CONTROL
 DX4326  ___________________________________________________________________
 DX4326* NAD 83(1992)-  33 30 56.19571(N)    117 33 28.52000(W)     ADJUSTED  
 DX4326* NAVD 88     -       239.34   (+/-2cm)     785.2    (feet)  VERTCON   
 DX4326  ___________________________________________________________________
 DX4326  EPOCH DATE  -        1991.35
 DX4326  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 DX4326  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DX4326  HORZ ORDER  -  SECOND
 DX4326  VERT ORDER  -  THIRD ? (See Below)
 DX4326
 DX4326.The horizontal coordinates were established by classical geodetic methods
 DX4326.and adjusted by the National Geodetic Survey in June 1996.
 DX4326.The horizontal coordinates are valid at the epoch date displayed above.
 DX4326.The epoch date for horizontal control is a decimal equivalence
 DX4326.of Year/Month/Day.
 DX4326
 DX4326.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4326.The vertical order pertains to the NGVD 29 superseded value.
 DX4326
 DX4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4326
 DX4326.The geoid height was determined by GEOID03.
 DX4326
 DX4326;                    North         East     Units Scale Factor Converg.
 DX4326;SPC CA 6     -   650,364.197 1,878,494.509   MT  0.99995915   -0 43 07.4
 DX4326;SPC CA 6     - 2,133,736.54  6,163,027.40   sFT  0.99995915   -0 43 07.4
 DX4326;UTM  11      - 3,708,589.177   448,186.167   MT  0.99963310   -0 18 29.1
 DX4326
 DX4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4326!SPC CA 6     -   0.99996778  x   0.99995915  =   0.99992693
 DX4326!UTM  11      -   0.99996778  x   0.99963310  =   0.99960089
 DX4326
 DX4326:                Primary Azimuth Mark                     Grid Az
 DX4326:SPC CA 6     -  8 6 6                                    165 36 46.9
 DX4326:UTM  11      -  8 6 6                                    165 12 08.6
 DX4326
 DX4326|---------------------------------------------------------------------|
 DX4326| PID    Reference Object                     Distance      Geod. Az  |
 DX4326|                                                           dddmmss.s |
 DX4326| DX4114 8 6 6                               APPROX. 2.5 KM 1645339.5 |
 DX4326|---------------------------------------------------------------------|
 DX4326
 DX4326                          SUPERSEDED SURVEY CONTROL
 DX4326
 DX4326  NAD 83(1986)-  33 30 56.19272(N)    117 33 28.52181(W) AD(1984.00) 2
 DX4326  NAD 27      -  33 30 56.10420(N)    117 33 25.35610(W) AD(       ) 2
 DX4326  NGVD 29 (07/19/86)  238.62   (m)          782.9    (f) LEVELING    3  
 DX4326
 DX4326.Superseded values are not recommended for survey control.
 DX4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4326.See file dsdata.txt to determine how the superseded data were derived.
 DX4326
 DX4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4818608589(NAD 83)
 DX4326
 DX4326  HISTORY     - Date     Condition        Report By
 DX4326  HISTORY     - 1967     MONUMENTED       CA-059
 DX4326
 DX4326                          STATION DESCRIPTION
 DX4326
 DX4326'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4326'TO REACH THE SITE OF MONUMENT 7-7-36 FROM THE INTERSECTION OF
 DX4326'ORTEGA HIGHWAY AND SAN DIEGO FREEWAY, PROCEED ALONG ORTEGA HIGHWAY
 DX4326'TOWARD ELSINORE FOR 5.0 MILES TO WHERE A PAVED ROAD LEADS OFF TO
 DX4326'THE RIGHT TO THE T.R.W. TESTING SITE.  TAKE THIS PAVED ROAD AND
 DX4326'PROCEED ALONG IT FOR 2.45 MILES TO WHERE A DIRT ROAD LEADS OFF TO
 DX4326'THE LEFT TOWARD A GRAVEL PIT.  TURN LEFT ON TO SAID ROAD AND
 DX4326'PROCEED FOR 0.4 MILES TO A Y IN ROAD.  TURN LEFT AT SAID Y AND
 DX4326'PROCEED FOR 0.1 MILE TO ANOTHER Y IN ROAD.  TURN LEFT AT SAID Y
 DX4326'AND PROCEED FOR 0.75 MILES TO ANOTHER Y IN ROAD.  TURN LEFT AT
 DX4326'SAID Y AND PROCEED FOR 1.5 MILES TO ANOTHER Y IN ROAD.  TURN
 DX4326'LEFT AT SAID Y AND PROCEED FOR 0.17 MILES AND STOP.  TURN RIGHT ON
 DX4326'A TRAIL LEADING OUT ALONG RIDGE LINE AND PROCEED ALONG SAID
 DX4326'RIDGE LINE FOR 0.5 MILES TO LOCATION OF MONUMENT 7-7-36.
 DX4326'
 DX4326'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4326'STAMPED 7-7-36.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4363 ***********************************************************************
 DX4363  DESIGNATION -  7 7 5
 DX4363  PID         -  DX4363
 DX4363  STATE/COUNTY-  CA/ORANGE
 DX4363  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4363
 DX4363                         *CURRENT SURVEY CONTROL
 DX4363  ___________________________________________________________________
 DX4363* NAD 83(1992)-  33 35 30.65491(N)    117 38 23.41451(W)     ADJUSTED  
 DX4363* NAVD 88     -       249.38   (+/-2cm)     818.2    (feet)  VERTCON   
 DX4363  ___________________________________________________________________
 DX4363  EPOCH DATE  -        1991.35
 DX4363  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DX4363  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DX4363  HORZ ORDER  -  SECOND
 DX4363  VERT ORDER  -  THIRD ? (See Below)
 DX4363
 DX4363.The horizontal coordinates were established by classical geodetic methods
 DX4363.and adjusted by the National Geodetic Survey in June 1996.
 DX4363.The horizontal coordinates are valid at the epoch date displayed above.
 DX4363.The epoch date for horizontal control is a decimal equivalence
 DX4363.of Year/Month/Day.
 DX4363
 DX4363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4363.The vertical order pertains to the NGVD 29 superseded value.
 DX4363
 DX4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4363
 DX4363.The geoid height was determined by GEOID03.
 DX4363
 DX4363;                    North         East     Units Scale Factor Converg.
 DX4363;SPC CA 6     -   658,917.531 1,870,997.769   MT  0.99996424   -0 45 49.5
 DX4363;SPC CA 6     - 2,161,798.60  6,138,431.85   sFT  0.99996424   -0 45 49.5
 DX4363;UTM  11      - 3,717,085.871   440,630.826   MT  0.99964345   -0 21 14.5
 DX4363
 DX4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4363!SPC CA 6     -   0.99996622  x   0.99996424  =   0.99993046
 DX4363!UTM  11      -   0.99996622  x   0.99964345  =   0.99960968
 DX4363
 DX4363:                Primary Azimuth Mark                     Grid Az
 DX4363:SPC CA 6     -  TORO                                     023 06 14.7
 DX4363:UTM  11      -  TORO                                     022 41 39.7
 DX4363
 DX4363|---------------------------------------------------------------------|
 DX4363| PID    Reference Object                     Distance      Geod. Az  |
 DX4363|                                                           dddmmss.s |
 DX4363| DX4348 TORO                                APPROX. 2.7 KM 0222025.2 |
 DX4363|---------------------------------------------------------------------|
 DX4363
 DX4363                          SUPERSEDED SURVEY CONTROL
 DX4363
 DX4363  NAD 83(1986)-  33 35 30.65305(N)    117 38 23.41535(W) AD(1984.00) 2
 DX4363  NAD 27      -  33 35 30.57180(N)    117 38 20.23950(W) AD(       ) 2
 DX4363  NGVD 29 (07/19/86)  248.66   (m)          815.8    (f) LEVELING    3  
 DX4363
 DX4363.Superseded values are not recommended for survey control.
 DX4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4363.See file dsdata.txt to determine how the superseded data were derived.
 DX4363
 DX4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4063117086(NAD 83)
 DX4363
 DX4363  HISTORY     - Date     Condition        Report By
 DX4363  HISTORY     - 1964     MONUMENTED       CA-059
 DX4363
 DX4363                          STATION DESCRIPTION
 DX4363
 DX4363'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4363'TO REACH FROM MISSION SAN JUAN CAPISTRANO, GO EASTERLY ON ORTEGA
 DX4363'HIGHWAY 0.25 MILE TO THE SAN DIEGO FREEWAY, TURN NORTH ON THE
 DX4363'FREEWAY AND GO 3.2 MILES TO THE RANCHO VIEJO ROAD.  TURN OFF,
 DX4363'TURN RIGHT AND GO 0.10 MILE TO A RED IRON GATE, GO THRU GATE AND
 DX4363'FOLLOW THE DIRT ROAD TO THE NORTH 0.95 MILE TO AN OLD FARM HOUSE,
 DX4363'GO PAST FARM HOUSE 1.3 MILE IN AN EASTERLY DIRECTION ON DIRT
 DX4363'ROAD TO A T JUNCTION WITH AN OTHER DIRT ROAD, PROCEED STRAIGHT
 DX4363'AHEAD 0.7 MILE TO A HIGH VOLTAGE LINE, PASS UNDER THE HIGH
 DX4363'VOLTAGE LINE AND GO 0.4 MILE TO A FORK IN THE ROAD, TAKE THE
 DX4363'RIGHT FORK AND GO 0.1 MILE TO A BARBED WIRE GATE AND TURN LEFT,
 DX4363'FOLLOW ALONG THE SOUTHEAST SIDE OF THE FENCE IN A
 DX4363'NORTHEASTERLY DIRECTION 1.0 MILE TURN LEFT THRU A BARBED WIRE
 DX4363'GATE AND GO BACK UP THE HILL IN A SOUTHEASTERLY DIRECTION 0.2
 DX4363'MILE TO THE STATION SITE 100 FEET SOUTHWESTERLY OF A BARBED
 DX4363'WIRE FENCE ON THE PROMINENT PART OF THE HILL, ORANGE COUNTY
 DX4363'SURVEYORS BRASS CAP MARKED 7-7-5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4361 ***********************************************************************
 DX4361  DESIGNATION -  7 7 8
 DX4361  PID         -  DX4361
 DX4361  STATE/COUNTY-  CA/ORANGE
 DX4361  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4361
 DX4361                         *CURRENT SURVEY CONTROL
 DX4361  ___________________________________________________________________
 DX4361* NAD 83(1992)-  33 34 44.00136(N)    117 37 41.23246(W)     ADJUSTED  
 DX4361* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 DX4361  ___________________________________________________________________
 DX4361  EPOCH DATE  -        1991.35
 DX4361  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 DX4361  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DX4361  HORZ ORDER  -  SECOND
 DX4361
 DX4361.The horizontal coordinates were established by classical geodetic methods
 DX4361.and adjusted by the National Geodetic Survey in June 1996.
 DX4361.The horizontal coordinates are valid at the epoch date displayed above.
 DX4361.The epoch date for horizontal control is a decimal equivalence
 DX4361.of Year/Month/Day.
 DX4361
 DX4361.The orthometric height was scaled from a topographic map.
 DX4361
 DX4361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4361
 DX4361.The geoid height was determined by GEOID03.
 DX4361
 DX4361;                    North         East     Units Scale Factor Converg.
 DX4361;SPC CA 6     -   657,465.891 1,872,066.281   MT  0.99996325   -0 45 26.3
 DX4361;SPC CA 6     - 2,157,036.01  6,141,937.46   sFT  0.99996325   -0 45 26.3
 DX4361;UTM  11      - 3,715,642.374   441,709.347   MT  0.99964189   -0 20 50.7
 DX4361
 DX4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4361!SPC CA 6     -   0.99996600  x   0.99996325  =   0.99992926
 DX4361!UTM  11      -   0.99996600  x   0.99964189  =   0.99960791
 DX4361
 DX4361:                Primary Azimuth Mark                     Grid Az
 DX4361:SPC CA 6     -  7 7 5                                    323 38 39.4
 DX4361:UTM  11      -  7 7 5                                    323 14 03.8
 DX4361
 DX4361|---------------------------------------------------------------------|
 DX4361| PID    Reference Object                     Distance      Geod. Az  |
 DX4361|                                                           dddmmss.s |
 DX4361| DX4363 7 7 5                               APPROX. 1.8 KM 3225313.1 |
 DX4361|---------------------------------------------------------------------|
 DX4361
 DX4361                          SUPERSEDED SURVEY CONTROL
 DX4361
 DX4361  NAD 83(1986)-  33 34 43.99925(N)    117 37 41.23340(W) AD(1984.00) 2
 DX4361  NAD 27      -  33 34 43.91680(N)    117 37 38.05900(W) AD(       ) 2
 DX4361
 DX4361.Superseded values are not recommended for survey control.
 DX4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4361.See file dsdata.txt to determine how the superseded data were derived.
 DX4361
 DX4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4170915642(NAD 83)
 DX4361
 DX4361  HISTORY     - Date     Condition        Report By
 DX4361  HISTORY     - 1966     MONUMENTED       CA-059
 DX4361
 DX4361                          STATION DESCRIPTION
 DX4361
 DX4361'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4361'TO REACH FROM MISSION SAN JUAN CAPISTRANO, GO EASTERLY ON ORTEGA
 DX4361'HIGHWAY 0.25 MILE TO THE SAN DIEGO FREEWAY, TURN NORTHERLY ON
 DX4361'FREEWAY AND GO 3.2 MILE TO RANCHO VIEJO ROAD TURN OFF, TURN OFF
 DX4361'FREEWAY AND GO 0.1 MILE TO THE RIGHT TO A RED IRON GATE, GO THRU
 DX4361'GATE AND FOLLOW THE DIRT ROAD AROUND TO THE NORTH FOR 0.95 MILE
 DX4361'TO AN OLD FARM HOUSE, 1.2 MILE TO A FORK IN THE ROAD, TAKE THE
 DX4361'RIGHT FORK AND GO 0.85 MILE TO A BOARD GATE, GO THRU THE GATE
 DX4361'AND TAKE LEFT FORK 0.60 MILE TO A FORK IN THE ROAD, BY A BROKEN
 DX4361'DOWN FARM, TURN RIGHT AND GO 0.30 MILE TO A FORK IN THE ROAD,
 DX4361'TURN LEFT AND GO 0.65 MILE TO A FORK IN THE ROAD, TURN LEFT AND
 DX4361'GO 0.55 MILE TO A BOARD GATE, GO THRU GATE AND TURN LEFT 600
 DX4361'FEET TO A BARBED WIRE FENCE, GO THRU FENCE AND GO 0.65 MILE
 DX4361'TO A TURN OFF TO THE WEST ALONG A RIDGE, GO 0.3 MILE ALONG THE
 DX4361'RIDGE TO THE STATION SITE.  STATION MARKED WITH STANDARD
 DX4361'ORANGE COUNTY SURVEYORS CAP STAMPED 7-7-8.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4373 ***********************************************************************
 DX4373  DESIGNATION -  7 8 16
 DX4373  PID         -  DX4373
 DX4373  STATE/COUNTY-  CA/ORANGE
 DX4373  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4373
 DX4373                         *CURRENT SURVEY CONTROL
 DX4373  ___________________________________________________________________
 DX4373* NAD 83(1992)-  33 33 30.26224(N)    117 43 49.82833(W)     ADJUSTED  
 DX4373* NAVD 88     -       186.12   (+/-2cm)     610.6    (feet)  VERTCON   
 DX4373  ___________________________________________________________________
 DX4373  EPOCH DATE  -        1991.35
 DX4373  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 DX4373  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DX4373  HORZ ORDER  -  SECOND
 DX4373  VERT ORDER  -  THIRD ? (See Below)
 DX4373
 DX4373.The horizontal coordinates were established by classical geodetic methods
 DX4373.and adjusted by the National Geodetic Survey in June 1996.
 DX4373.The horizontal coordinates are valid at the epoch date displayed above.
 DX4373.The epoch date for horizontal control is a decimal equivalence
 DX4373.of Year/Month/Day.
 DX4373
 DX4373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4373.The vertical order pertains to the NGVD 29 superseded value.
 DX4373
 DX4373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4373
 DX4373.The geoid height was determined by GEOID03.
 DX4373
 DX4373;                    North         East     Units Scale Factor Converg.
 DX4373;SPC CA 6     -   655,324.628 1,862,529.776   MT  0.99996179   -0 48 48.8
 DX4373;SPC CA 6     - 2,150,010.88  6,110,649.77   sFT  0.99996179   -0 48 48.8
 DX4373;UTM  11      - 3,713,433.649   432,191.386   MT  0.99965669   -0 24 13.8
 DX4373
 DX4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4373!SPC CA 6     -   0.99997621  x   0.99996179  =   0.99993800
 DX4373!UTM  11      -   0.99997621  x   0.99965669  =   0.99963291
 DX4373
 DX4373:                Primary Azimuth Mark                     Grid Az
 DX4373:SPC CA 6     -  7 8 23                                   101 46 32.0
 DX4373:UTM  11      -  7 8 23                                   101 21 57.0
 DX4373
 DX4373|---------------------------------------------------------------------|
 DX4373| PID    Reference Object                     Distance      Geod. Az  |
 DX4373|                                                           dddmmss.s |
 DX4373| DX4369 7 8 23                              APPROX. 4.7 KM 1005743.2 |
 DX4373|---------------------------------------------------------------------|
 DX4373
 DX4373                          SUPERSEDED SURVEY CONTROL
 DX4373
 DX4373  NAD 83(1986)-  33 33 30.26080(N)    117 43 49.83054(W) AD(1984.00) 2
 DX4373  NAD 27      -  33 33 30.17770(N)    117 43 46.64510(W) AD(       ) 2
 DX4373  NGVD 29 (07/19/86)  185.41   (m)          608.3    (f) LEVELING    3  
 DX4373
 DX4373.Superseded values are not recommended for survey control.
 DX4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4373.See file dsdata.txt to determine how the superseded data were derived.
 DX4373
 DX4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3219113434(NAD 83)
 DX4373
 DX4373  HISTORY     - Date     Condition        Report By
 DX4373  HISTORY     - 1965     MONUMENTED       CA-059
 DX4373
 DX4373                          STATION DESCRIPTION
 DX4373
 DX4373'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4373'TO REACH FROM LAGUNA BEACH GO SOUTHEAST ALONG PACIFIC COAST
 DX4373'HIGHWAY TO THE INTERSECTION OF PACIFIC COAST HIGHWAY AND ALISO
 DX4373'CREEK, TURN LEFT AND FOLLOW THE PAVED ROAD TO THE LAGUNA BEACH
 DX4373'GOLF COURSE 0.2 MILE, VEER RIGHT ON THE ROAD THROUGH THE COUNTRY
 DX4373'CLUB VILLAGE COTTAGES AND FOLLOW THE DIRT ROAD THROUGH THE GOLF
 DX4373'COURSE 0.7 MILE TO A STEEL GATE, PROCEED THROUGH THE STEEL GATE
 DX4373'AND FOLLOW THE ROAD 1.8 MILE TO A WOOD GATE, GO THROUGH THE
 DX4373'GATE AND FOLLOW THE DIRT ROAD TAKING THE RIGHT FORK IN THE ROAD
 DX4373'0.8 MILE TURN OFF THE ROAD TO THE LEFT AND FOLLOW THE TRAIL
 DX4373'UP THE HILL 1.1 MILE TO STATION SITE.
 DX4373'
 DX4373'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 7-8-16.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4357 ***********************************************************************
 DX4357  DESIGNATION -  7 8 2
 DX4357  PID         -  DX4357
 DX4357  STATE/COUNTY-  CA/ORANGE
 DX4357  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4357
 DX4357                         *CURRENT SURVEY CONTROL
 DX4357  ___________________________________________________________________
 DX4357* NAD 83(1992)-  33 35 10.89084(N)    117 40 56.54318(W)     ADJUSTED  
 DX4357* NAVD 88     -       200.03   (+/-2cm)     656.3    (feet)  VERTCON   
 DX4357  ___________________________________________________________________
 DX4357  EPOCH DATE  -        1991.35
 DX4357  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DX4357  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DX4357  HORZ ORDER  -  SECOND
 DX4357  VERT ORDER  -  THIRD ? (See Below)
 DX4357
 DX4357.The horizontal coordinates were established by classical geodetic methods
 DX4357.and adjusted by the National Geodetic Survey in June 1996.
 DX4357.The horizontal coordinates are valid at the epoch date displayed above.
 DX4357.The epoch date for horizontal control is a decimal equivalence
 DX4357.of Year/Month/Day.
 DX4357
 DX4357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4357.The vertical order pertains to the NGVD 29 superseded value.
 DX4357
 DX4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4357
 DX4357.The geoid height was determined by GEOID03.
 DX4357
 DX4357;                    North         East     Units Scale Factor Converg.
 DX4357;SPC CA 6     -   658,362.118 1,867,041.557   MT  0.99996381   -0 47 13.6
 DX4357;SPC CA 6     - 2,159,976.38  6,125,452.17   sFT  0.99996381   -0 47 13.6
 DX4357;UTM  11      - 3,716,502.370   436,679.942   MT  0.99964943   -0 22 39.0
 DX4357
 DX4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4357!SPC CA 6     -   0.99997399  x   0.99996381  =   0.99993780
 DX4357!UTM  11      -   0.99997399  x   0.99964943  =   0.99962343
 DX4357
 DX4357|---------------------------------------------------------------------|
 DX4357| PID    Reference Object                     Distance      Geod. Az  |
 DX4357|                                                           dddmmss.s |
 DX4357| CC3169 7 8 2 RM 1                            9.336 METERS 14505     |
 DX4357| CC3171 7 8 2 RM 3                            9.778 METERS 15309     |
 DX4357| DX4345 MULTON                              APPROX. 5.9 KM 2573254.6 |
 DX4357| CC3172 7 8 2 RM 4                            7.714 METERS 25745     |
 DX4357| CC3170 7 8 2 RM 2                            5.782 METERS 26522     |
 DX4357|---------------------------------------------------------------------|
 DX4357
 DX4357                          SUPERSEDED SURVEY CONTROL
 DX4357
 DX4357  NAD 83(1986)-  33 35 10.88927(N)    117 40 56.54464(W) AD(1984.00) 2
 DX4357  NAD 27      -  33 35 10.80840(N)    117 40 53.36470(W) AD(       ) 2
 DX4357  NGVD 29 (07/19/86)  199.33   (m)          654.0    (f) LEVELING    3  
 DX4357
 DX4357.Superseded values are not recommended for survey control.
 DX4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4357.See file dsdata.txt to determine how the superseded data were derived.
 DX4357
 DX4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3668016502(NAD 83)
 DX4357
 DX4357  HISTORY     - Date     Condition        Report By
 DX4357  HISTORY     - 1964     MONUMENTED       CA-059
 DX4357  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DX4357
 DX4357                          STATION DESCRIPTION
 DX4357
 DX4357'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4357'TO REACH FROM MISSION SAN JUAN CAPISTRANO GO EASTERLY ON ORTEGA
 DX4357'HIGHWAY 0.25 MILES TO THE SAN DIEGO FREEWAY, TURN NORTH ON FREEWAY
 DX4357'AND GO 7.0 MILES TO LA PAZ ROAD, TURN UNDER FREEWAY AND FOLLOW
 DX4357'AROUND BACK TO THE SOUTH ON CAMINO CAPISTRANO 0.5 MILE, TURN RIGHT
 DX4357'THRU BARBED WIRE GATE AND GO UP THE HILL ON A DIRT ROAD 0.1 MILE,
 DX4357'TURN LEFT 30 DEGREES OFF DIRT ROAD, AND FOLLOW TRAIL UP HILL 0.5
 DX4357'MILE TO STATION SITE, 75 FEET + OR - NORTHWEST OF A FENCE
 DX4357'CORNER, ON THE PROMINENT POINT OF THE HILL.  ORANGE COUNTY
 DX4357'SURVEYORS BRASS CAP MARKED 7-8-2.
 DX4357
 DX4357                          STATION RECOVERY (1974)
 DX4357
 DX4357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARA)
 DX4357'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 DX4357'IN GOOD CONDITION AS DESCRIBED IN THE ORANGE COUNTY SURVEY CONTROL
 DX4357'CARD DATED 9/01/71.  REFERENCE MARKS NO 1 AND NO 2 WERE STAMPED RM
 DX4357'1 AND RM 2.  TWO NEW REFERENCE MARKS, NO 3 AND NO 4, WERE SET.  A
 DX4357'NEW TO REACH AND STATION LOCATION FOLLOWS--
 DX4357'
 DX4357'THE STATION IS LOCATED ON A LARGE FLAT HILL NEAR A TWIN SET OF
 DX4357'METAL WATER STORAGE TANKS ABOUT 6 MILES AIRLINE NORTH-NORTHWEST OF
 DX4357'THE CITY OF SAN JUAN CAPISTRANO AND ABOUT 1 MILE AIRLINE SOUTHWEST
 DX4357'OF THE INTERSECTION OF INTERSTATE ROUTE 5 AND LA PAZ ROAD.
 DX4357'
 DX4357'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 5
 DX4357'AND LA PAZ ROAD, IN THE CITY OF MISSION VIEJO, GO SOUTHWEST ON LA
 DX4357'PAZ ROAD FOR 0.1 MILE TO CABOT ROAD.  TURN LEFT, SOUTH, ONTO CABOT
 DX4357'ROAD AND GO 0.55 MILE TO A DIRT ROAD AND A BARBED WIRE GATE ON THE
 DX4357'RIGHT.  TURN RIGHT, WEST, ONTO DIRT ROAD, PASS THROUGH GATE AND
 DX4357'GO 0.15 MILE TO A FORK.  BEAR LEFT, SOUTHWEST, AND ASCEND FOR
 DX4357'0.45 MILE TO A FORK NEAR TWO LARGE METAL WATER STORAGE TANKS.
 DX4357'BEAR LEFT, SOUTH, AND GO 0.05 MILE TO THE HIGHEST POINT OF THE HILL
 DX4357'AND THE STATION ON THE RIGHT.
 DX4357'
 DX4357'REFERENCE MARK 3 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 DX4357'(CADH) DISK STAMPED 7-8-2 NO 3 1973 SET IN THE TOP OF A 12-INCH
 DX4357'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND
 DX4357'SURFACE.  IT IS 17 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT
 DX4357'ROAD, 3 FEET NORTH OF A 2-INCH DIAMETER I.P. GUARD POST, AND IS
 DX4357'THE SAME ELEVATION AS THE STATION.  (NOTE 11A).
 DX4357'
 DX4357'REFERENCE MARK 4 IS A STANDARD CADH DISK STAMPED 7-8-2 NO 4
 DX4357'1973 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DX4357'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 DX4357'SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD, 3 FEET SOUTHEAST OF A
 DX4357'2-INCH DIAMETER I.P. GUARD POST, AND IS THE SAME ELEVATION AS
 DX4357'THE STATION.  (NOTE 11A).
 DX4357'
 DX4357'HEIGHT OF LIGHT ABOVE STATION MARK 6.63 FEET.
 DX4357'
 DX4357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4357'1.2 MILES SW OF MISSION VIEJO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5709 ***********************************************************************
 DX5709  DESIGNATION -  7 8 21
 DX5709  PID         -  DX5709
 DX5709  STATE/COUNTY-  CA/ORANGE
 DX5709  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX5709
 DX5709                         *CURRENT SURVEY CONTROL
 DX5709  ___________________________________________________________________
 DX5709* NAD 83(2007)-  33 33 15.37717(N)    117 42 59.02437(W)     NO CHECK  
 DX5709* NAVD 88     -        94.8    (meters)     311.     (feet)  GPS OBS   
 DX5709  ___________________________________________________________________
 DX5709  EPOCH DATE  -        2007.00
 DX5709  X           -  -2,474,677.183 (meters)                     COMP
 DX5709  Y           -  -4,710,289.946 (meters)                     COMP
 DX5709  Z           -   3,505,385.465 (meters)                     COMP
 DX5709  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DX5709  ELLIP HEIGHT-          60.089 (meters)          (02/10/07) NO CHECK
 DX5709  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DX5709
 DX5709  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX5709  Type    PID    Designation                      North   East  Ellip
 DX5709  -------------------------------------------------------------------
 DX5709  NETWORK DX5709 7 8 21                            1.18   2.88  18.17
 DX5709  -------------------------------------------------------------------
 DX5709
 DX5709.The horizontal coordinates were established by GPS observations
 DX5709.and adjusted by the National Geodetic Survey in February 2007.
 DX5709
 DX5709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX5709.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX5709.No horizontal observational check was made to the station.
 DX5709.The horizontal coordinates are valid at the epoch date displayed above.
 DX5709.The epoch date for horizontal control is a decimal equivalence
 DX5709.of Year/Month/Day.
 DX5709
 DX5709.The orthometric height was determined by GPS observations and a
 DX5709.high-resolution geoid model.
 DX5709
 DX5709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX5709
 DX5709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX5709
 DX5709.The ellipsoidal height was determined by GPS observations
 DX5709.and is referenced to NAD 83.
 DX5709
 DX5709.The geoid height was determined by GEOID03.
 DX5709
 DX5709;                    North         East     Units Scale Factor Converg.
 DX5709;SPC CA 6     -   654,847.570 1,863,833.607   MT  0.99996151   -0 48 20.9
 DX5709;SPC CA 6     - 2,148,445.74  6,114,927.43   sFT  0.99996151   -0 48 20.9
 DX5709;UTM  11      - 3,712,966.072   433,498.195   MT  0.99965452   -0 23 45.5
 DX5709
 DX5709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX5709!SPC CA 6     -   0.99999057  x   0.99996151  =   0.99995208
 DX5709!UTM  11      -   0.99999057  x   0.99965452  =   0.99964509
 DX5709
 DX5709                          SUPERSEDED SURVEY CONTROL
 DX5709
 DX5709  NAD 83(1992)-  33 33 15.36123(N)    117 42 59.00749(W) AD(1991.35) 1
 DX5709  ELLIP H (09/20/94)   60.238  (m)                       GP(1991.35) 4 2
 DX5709
 DX5709.Superseded values are not recommended for survey control.
 DX5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX5709.See file dsdata.txt to determine how the superseded data were derived.
 DX5709
 DX5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3349812966(NAD 83)
 DX5709_MARKER: DD = SURVEY DISK
 DX5709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5709_SP_SET: CONCRETE POST
 DX5709_STAMPING: 7-8-21
 DX5709_MARK LOGO: CA-059
 DX5709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5709+STABILITY: SURFACE MOTION
 DX5709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5709+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2007
 DX5709
 DX5709  HISTORY     - Date     Condition        Report By
 DX5709  HISTORY     - 1969     MONUMENTED       CA-059
 DX5709  HISTORY     - 19920601 GOOD             CA-059
 DX5709  HISTORY     - 20070901 GOOD             GEOCAC
 DX5709
 DX5709                          STATION DESCRIPTION
 DX5709
 DX5709'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1992
 DX5709'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF LAGUNA BEACH, 3
 DX5709'MI (4.8 KM) SOUTH OF LAGUNA HILLS, AND IN THE NORTH PORTION OF LAGUNA
 DX5709'NIGUEL.
 DX5709'$
 DX5709'TO REACH THE STATION FROM THE INTERSECTION OF ALICIA PARKWAY AND ALISO
 DX5709'CREEK ROAD IN THE CITY OF LAGUNA NIGUEL, GO SOUTHERLY ALONG ALISO
 DX5709'CREEK ROAD ABOUT 0.25 MI (0.40 KM) TO A SIDE ROAD RIGHT NAMED AWMA
 DX5709'ROAD. GO LEFT ON PAVED ACCESS ROAD EAST UPHILL TO THE MOST
 DX5709'NORTHEASTERLY END OF THE PARKING AREA. THIS AREA IS KNOWN AS KITE
 DX5709'HILL. PARK HERE AND HIKE UPHILL ABOUT 150 FT (45.7 M) TO STATION
 DX5709'LOCATED ON TOP OF HILL.
 DX5709'$
 DX5709'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 DX5709'SURVEY.
 DX5709
 DX5709                          STATION RECOVERY (2007)
 DX5709
 DX5709'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX5709'STATION MARK AND BOTH RM'S RECOVERED AS DESCRIBED IN THE 1992
 DX5709'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4369 ***********************************************************************
 DX4369  DESIGNATION -  7 8 23
 DX4369  PID         -  DX4369
 DX4369  STATE/COUNTY-  CA/ORANGE
 DX4369  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4369
 DX4369                         *CURRENT SURVEY CONTROL
 DX4369  ___________________________________________________________________
 DX4369* NAD 83(1992)-  33 33 01.14439(N)    117 40 50.50912(W)     ADJUSTED  
 DX4369* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 DX4369  ___________________________________________________________________
 DX4369  EPOCH DATE  -        1991.35
 DX4369  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 DX4369  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DX4369  HORZ ORDER  -  SECOND
 DX4369
 DX4369.The horizontal coordinates were established by classical geodetic methods
 DX4369.and adjusted by the National Geodetic Survey in June 1996.
 DX4369.The horizontal coordinates are valid at the epoch date displayed above.
 DX4369.The epoch date for horizontal control is a decimal equivalence
 DX4369.of Year/Month/Day.
 DX4369
 DX4369.The orthometric height was scaled from a topographic map.
 DX4369
 DX4369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4369
 DX4369.The geoid height was determined by GEOID03.
 DX4369
 DX4369;                    North         East     Units Scale Factor Converg.
 DX4369;SPC CA 6     -   654,363.070 1,867,142.284   MT  0.99996125   -0 47 10.3
 DX4369;SPC CA 6     - 2,146,856.17  6,125,782.64   sFT  0.99996125   -0 47 10.3
 DX4369;UTM  11      - 3,712,505.397   436,809.228   MT  0.99964923   -0 22 34.4
 DX4369
 DX4369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4369!SPC CA 6     -   0.99997736  x   0.99996125  =   0.99993861
 DX4369!UTM  11      -   0.99997736  x   0.99964923  =   0.99962660
 DX4369
 DX4369:                Primary Azimuth Mark                     Grid Az
 DX4369:SPC CA 6     -  7 8 13                                   046 38 04.7
 DX4369:UTM  11      -  7 8 13                                   046 13 28.8
 DX4369
 DX4369|---------------------------------------------------------------------|
 DX4369| PID    Reference Object                     Distance      Geod. Az  |
 DX4369|                                                           dddmmss.s |
 DX4369| DX4366 7 8 13                              APPROX. 2.7 KM 0455054.4 |
 DX4369|---------------------------------------------------------------------|
 DX4369
 DX4369                          SUPERSEDED SURVEY CONTROL
 DX4369
 DX4369  NAD 83(1986)-  33 33 01.14253(N)    117 40 50.51061(W) AD(1984.00) 2
 DX4369  NAD 27      -  33 33 01.05810(N)    117 40 47.33070(W) AD(       ) 2
 DX4369
 DX4369.Superseded values are not recommended for survey control.
 DX4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4369.See file dsdata.txt to determine how the superseded data were derived.
 DX4369
 DX4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3680912505(NAD 83)
 DX4369
 DX4369  HISTORY     - Date     Condition        Report By
 DX4369  HISTORY     - 1964     MONUMENTED       CA-059
 DX4369
 DX4369                          STATION DESCRIPTION
 DX4369
 DX4369'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4369'TO REACH FROM MISSION SAN JUAN CAPISTRANO, GO NORTHERLY ON CAMINO
 DX4369'CAPISTRANO 4.0 MILES TO CROWN VALLEY PARKWAY, TURN LEFT AND GO
 DX4369'0.1 MILE, TURN LEFT AND GO 0.2 MILE TO CROWN VALLEY HIGHWAY, TURN
 DX4369'RIGHT AND GO 0.1 MILE, TURN LEFT OFF ROAD AND FOLLOW DIRT ROAD
 DX4369'ALONG THE BOTTOM OF THE HILL 0.4 MILE TO A FORK IN THE ROAD, TAKE
 DX4369'THE RIGHT FORK AND FOLLOW THE ROAD UP THE HILL 0.65 MILE, TURN
 DX4369'RIGHT OFF THE ROAD AND GO UP THE HILL 200 FEET TO THE STATION
 DX4369'SITE.  ORANGE COUNTY SURVEYORS BRASS CAP MARKED 7-8-23.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4372 ***********************************************************************
 DX4372  DESIGNATION -  7 8 28
 DX4372  PID         -  DX4372
 DX4372  STATE/COUNTY-  CA/ORANGE
 DX4372  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4372
 DX4372                         *CURRENT SURVEY CONTROL
 DX4372  ___________________________________________________________________
 DX4372* NAD 83(1992)-  33 32 01.09955(N)    117 43 48.72979(W)     ADJUSTED  
 DX4372* NAVD 88     -       249.41   (+/-2cm)     818.3    (feet)  VERTCON   
 DX4372  ___________________________________________________________________
 DX4372  EPOCH DATE  -        1991.35
 DX4372  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DX4372  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DX4372  HORZ ORDER  -  SECOND
 DX4372  VERT ORDER  -  THIRD ? (See Below)
 DX4372
 DX4372.The horizontal coordinates were established by classical geodetic methods
 DX4372.and adjusted by the National Geodetic Survey in June 1996.
 DX4372.The horizontal coordinates are valid at the epoch date displayed above.
 DX4372.The epoch date for horizontal control is a decimal equivalence
 DX4372.of Year/Month/Day.
 DX4372
 DX4372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4372.The vertical order pertains to the NGVD 29 superseded value.
 DX4372
 DX4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4372
 DX4372.The geoid height was determined by GEOID03.
 DX4372
 DX4372;                    North         East     Units Scale Factor Converg.
 DX4372;SPC CA 6     -   652,577.551 1,862,519.113   MT  0.99996019   -0 48 48.2
 DX4372;SPC CA 6     - 2,140,998.18  6,110,614.79   sFT  0.99996019   -0 48 48.2
 DX4372;UTM  11      - 3,710,687.402   432,200.371   MT  0.99965667   -0 24 12.2
 DX4372
 DX4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4372!SPC CA 6     -   0.99996629  x   0.99996019  =   0.99992648
 DX4372!UTM  11      -   0.99996629  x   0.99965667  =   0.99962297
 DX4372
 DX4372:                Primary Azimuth Mark                     Grid Az
 DX4372:SPC CA 6     -  CLOSE                                    272 34 32.7
 DX4372:UTM  11      -  CLOSE                                    272 09 56.7
 DX4372
 DX4372|---------------------------------------------------------------------|
 DX4372| PID    Reference Object                     Distance      Geod. Az  |
 DX4372|                                                           dddmmss.s |
 DX4372| DX4476 CLOSE                               APPROX. 2.2 KM 2714544.5 |
 DX4372|---------------------------------------------------------------------|
 DX4372
 DX4372                          SUPERSEDED SURVEY CONTROL
 DX4372
 DX4372  NAD 83(1986)-  33 32 01.09800(N)    117 43 48.73229(W) AD(1984.00) 2
 DX4372  NAD 27      -  33 32 01.01220(N)    117 43 45.54600(W) AD(       ) 2
 DX4372  NGVD 29 (07/19/86)  248.71   (m)          816.0    (f) LEVELING    3  
 DX4372
 DX4372.Superseded values are not recommended for survey control.
 DX4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4372.See file dsdata.txt to determine how the superseded data were derived.
 DX4372
 DX4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3220010687(NAD 83)
 DX4372
 DX4372  HISTORY     - Date     Condition        Report By
 DX4372  HISTORY     - 1965     MONUMENTED       CA-059
 DX4372
 DX4372                          STATION DESCRIPTION
 DX4372
 DX4372'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4372'TO REACH FROM LAGUNA BEACH GO SOUTHWEST ALONG PACIFIC COAST
 DX4372'HIGHWAY, TO THE INTERSECTION OF PACIFIC COAST HIGHWAY AND ALISO
 DX4372'CREEK, TURN LEFT AND FOLLOW ALONG THE PAVED ROAD TO THE LAGUNA
 DX4372'BEACH GOLF COURSE 0.2 MILE, VEER RIGHT ON THE ROAD THROUGH
 DX4372'COUNTY CLUB VILLAGE COTTAGES AND FOLLOW THE DIRT ROAD THROUGH
 DX4372'THE GATE AND FOLLOW THE MAIN ROAD 1.8 MILE TO A WOOD GATE, GO
 DX4372'THROUGH THE WOOD GATE AND FOLLOW THE DIRT ROAD TAKING THE FORK
 DX4372'TO THE RIGHT AND GO 1.4 MILE TO A WOOD GATE, GO THROUGH THE
 DX4372'WOOD GATE 0.3 MILE TO ANOTHER WOOD GATE, GO THROUGH THE WOOD
 DX4372'GATE 0.1 MILE TO ANOTHER WOOD GATE, GO THROUGH THE WOOD GATE
 DX4372'0.2 MILE TO A WIRE MESH GATE IN BARBED WIRE FENCE ON THE
 DX4372'RIGHT, GO THROUGH WIRE MESH GATE AND GO APPROXIMATLEY 100
 DX4372'FEET TO SECOND WIRE MESH GATE, GO THROUGH SECOND MESH GATE 1.1
 DX4372'MILE TO A T INTERSECTION, TURN RIGHT AND GO PAST AN OLD BARN
 DX4372'ON RIGHT, AND UP THE HILL THRU AN OPENING IN A BARBED WIRE FENCE
 DX4372'1.0 MILE TO THE STATION SITE, APPROXIMATELY 10 FEET EAST OF
 DX4372'ROAD ON THE TOP OF THE HILL.
 DX4372'
 DX4372'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 7-8-28
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4359 ***********************************************************************
 DX4359  DESIGNATION -  7 8 5
 DX4359  PID         -  DX4359
 DX4359  STATE/COUNTY-  CA/ORANGE
 DX4359  USGS QUAD   -  SAN JUAN CAPISTRANO (1981)
 DX4359
 DX4359                         *CURRENT SURVEY CONTROL
 DX4359  ___________________________________________________________________
 DX4359* NAD 83(1992)-  33 35 54.53143(N)    117 44 10.68091(W)     ADJUSTED  
 DX4359* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 DX4359  ___________________________________________________________________
 DX4359  EPOCH DATE  -        1991.35
 DX4359  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 DX4359  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DX4359  HORZ ORDER  -  SECOND
 DX4359
 DX4359.The horizontal coordinates were established by classical geodetic methods
 DX4359.and adjusted by the National Geodetic Survey in June 1996.
 DX4359.The horizontal coordinates are valid at the epoch date displayed above.
 DX4359.The epoch date for horizontal control is a decimal equivalence
 DX4359.of Year/Month/Day.
 DX4359
 DX4359.The orthometric height was scaled from a topographic map.
 DX4359
 DX4359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4359
 DX4359.The geoid height was determined by GEOID03.
 DX4359
 DX4359;                    North         East     Units Scale Factor Converg.
 DX4359;SPC CA 6     -   659,776.550 1,862,055.327   MT  0.99996476   -0 49 00.3
 DX4359;SPC CA 6     - 2,164,616.90  6,109,093.19   sFT  0.99996476   -0 49 00.3
 DX4359;UTM  11      - 3,717,880.705   431,685.285   MT  0.99965753   -0 24 26.9
 DX4359
 DX4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4359!SPC CA 6     -   0.99996809  x   0.99996476  =   0.99993285
 DX4359!UTM  11      -   0.99996809  x   0.99965753  =   0.99962563
 DX4359
 DX4359:                Primary Azimuth Mark                     Grid Az
 DX4359:SPC CA 6     -  LC 16                                    331 00 05.2
 DX4359:UTM  11      -  LC 16                                    330 35 31.8
 DX4359
 DX4359|---------------------------------------------------------------------|
 DX4359| PID    Reference Object                     Distance      Geod. Az  |
 DX4359|                                                           dddmmss.s |
 DX4359| DX4516 LC 16                               APPROX. 2.9 KM 3301104.9 |
 DX4359|---------------------------------------------------------------------|
 DX4359
 DX4359                          SUPERSEDED SURVEY CONTROL
 DX4359
 DX4359  NAD 83(1986)-  33 35 54.53050(N)    117 44 10.68279(W) AD(1984.00) 2
 DX4359  NAD 27      -  33 35 54.45120(N)    117 44 07.49660(W) AD(       ) 2
 DX4359
 DX4359.Superseded values are not recommended for survey control.
 DX4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4359.See file dsdata.txt to determine how the superseded data were derived.
 DX4359
 DX4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3168517881(NAD 83)
 DX4359_MARKER: Z = SEE DESCRIPTION
 DX4359_SETTING: 0 = UNSPECIFIED SETTING
 DX4359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4359
 DX4359  HISTORY     - Date     Condition        Report By
 DX4359  HISTORY     - 1965     MONUMENTED       CA-059
 DX4359  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DX4359
 DX4359                          STATION DESCRIPTION
 DX4359
 DX4359'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4359'TO REACH FROM SANTA ANA GO SOUTHEAST ON THE SAN DIEGO-SANTA ANA
 DX4359'FREEWAY TO EL TORO ROAD.  TURN RIGHT AND GO WESTERLY ON EL TORO
 DX4359'ROAD 2.7 MILES TO A CHAIN LINK GATE ON THE LEFT.  GO THROUGH THE
 DX4359'GATE AND FOLLOW THE DIRT ROAD SOUTHEASTERLY 0.7 MILES.  TURN LEFT
 DX4359'OFF THE ROAD AND FOLLOW THE TRAIL BACK UP THE HILL 0.4 MILES TO
 DX4359'THE STATION SITE.  AN ORANGE COUNTY SURVEYORS DISK STAMPED 7-8-5
 DX4359'SET IN CONCRETE FLUSH WITH THE GROUND.
 DX4359
 DX4359                          STATION RECOVERY (1974)
 DX4359
 DX4359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARA)
 DX4359'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED,
 DX4359'AS DESCRIBED IN THE ORANGE COUNTY SURVEY CONTROL CARD DATED 9/01/71,
 DX4359'IN GOOD CONDITION.  A NEW STATION LOCATION AND TO REACH FOLLOWS--
 DX4359'
 DX4359'THE STATION IS LOCATED ON THE TOP OF A ROCK COVERED HILL ABOUT
 DX4359'3 MILES AIRLINE SOUTHWEST OF THE CITY OF EL TORO AND ABOUT 3 MILES
 DX4359'AIRLINE SOUTH OF THE INTERSECTION OF INTERSTATE ROUTE 5 AND
 DX4359'INTERSTATE ROUTE 405.
 DX4359'
 DX4359'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 5
 DX4359'AND EL TORO ROAD, IN THE CITY OF EL TORO, PROCEED SOUTHWEST ON
 DX4359'EL TORO ROAD FOR 2.5 MILES TO CALLE CORTA.  CONTINUE STRAIGHT ON
 DX4359'EL TORO ROAD AND GO 0.1 MILE TO A DIRT SIDE ROAD LEFT AND A CHAIN
 DX4359'LINK GATE.  TURN LEFT, SOUTHEAST, ONTO DIRT ROAD, PASS THROUGH
 DX4359'GATE AND GO WINDING INTO THE HILLS FOR 0.95 MILE TO A FORK OF
 DX4359'FIVE DIRT ROADS.  TURN HARD LEFT, NORTHERLY, ONTO A TRACK ROAD
 DX4359'AND GO 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT,
 DX4359'WEST, ONTO DIM TRACK ROAD AND GO 0.05 MILE TO A POINT WHERE THE
 DX4359'TRACK ROAD MAKES A RIGHT ANGLE TURN TO THE RIGHT.  TURN RIGHT,
 DX4359'NORTH, AND ASCEND ALONG RIDGE LINE FOR 0.3 MILE TO THE END OF
 DX4359'TRUCK TRAVEL AND THE STATION ON THE TOP OF A ROCK COVERED
 DX4359'HILL.
 DX4359'
 DX4359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4359'1-1/2 MILES SW OF LAGUNA HILLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0827 ***********************************************************************
 JS0827  DESIGNATION -  7 92.418
 JS0827  PID         -  JS0827
 JS0827  STATE/COUNTY-  CA/SACRAMENTO
 JS0827  USGS QUAD   -  CARMICHAEL (1992)
 JS0827
 JS0827                         *CURRENT SURVEY CONTROL
 JS0827  ___________________________________________________________________
 JS0827* NAD 83(1986)-  38 34 16.     (N)    121 17 49.     (W)     SCALED    
 JS0827* NAVD 88     -        28.41   (+/-2cm)      93.2    (feet)  VERTCON   
 JS0827  ___________________________________________________________________
 JS0827  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JS0827  VERT ORDER  -  THIRD (See Below)
 JS0827
 JS0827.The horizontal coordinates were scaled from a topographic map and have
 JS0827.an estimated accuracy of +/- 6 seconds.
 JS0827
 JS0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0827.The vertical order pertains to the NGVD 29 superseded value.
 JS0827
 JS0827.The geoid height was determined by GEOID03.
 JS0827
 JS0827;                    North         East    Units  Estimated Accuracy
 JS0827;SPC CA 2     -   600,640.    2,061,270.      MT  (+/- 180 meters Scaled)
 JS0827
 JS0827                          SUPERSEDED SURVEY CONTROL
 JS0827
 JS0827  NGVD 29 (??/??/??)   27.67   (m)           90.8    (f) RESET       3  
 JS0827
 JS0827.Superseded values are not recommended for survey control.
 JS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0827.See file dsdata.txt to determine how the superseded data were derived.
 JS0827
 JS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH483705(NAD 83)
 JS0827_MARKER: DD = SURVEY DISK
 JS0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0827_STAMPING: 7 92.418
 JS0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0827+STABILITY: SURFACE MOTION
 JS0827
 JS0827  HISTORY     - Date     Condition        Report By
 JS0827  HISTORY     - UNK      MONUMENTED       DOD
 JS0827  HISTORY     - 1945     GOOD             NGS
 JS0827  HISTORY     - 20040413 MARK NOT FOUND   CADT
 JS0827
 JS0827                          STATION DESCRIPTION
 JS0827
 JS0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JS0827'5.5 MI NE FROM PERKINS.
 JS0827'AT MATHER FIELD, AT THE JUNCTION OF BRODIE LANE TO EAST AND 6TH
 JS0827'STREET TO THE SOUTH, IN LINE WITH THE EXTENSION TO THE NORTH OF THE
 JS0827'CENTER-LINE OF 6TH STREET, 127.0 FEET NORTHEAST OF THE NORTH
 JS0827'END OF CONCRETE SAFETY ISLAND FOR GUARDS AT THE MAIN ENTRANCE TO
 JS0827'THE AIRFIELD, 53.0 FEET EAST NORTHEAST OF CONCRETE HEADWALL AT THE
 JS0827'NORTHEAST END OF AN 18-INCH GALVANIZED PIPE CULVERT NO. 69+40,
 JS0827'4.0 FEET SOUTH OF THE NORTH BOUNDARY FENCE LINE, SET IN THE TOP
 JS0827'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  A
 JS0827'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 7 92.418.
 JS0827'NOTE-- TO REACH MATHER FIELD FROM THE JUNCTION OF THE HIGHWAYS
 JS0827'AT PERKINS GO NORTHEAST ALONG U.S. HIGHWAY 50 5.5 MILES TO MILLS,
 JS0827'THENCE, TURN SOUTH ALONG PAVED ROAD 1.4 MILES TO THE MAIN GATE
 JS0827'AT THE AIRFIELD.
 JS0827
 JS0827                          STATION RECOVERY (2004)
 JS0827
 JS0827'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0827'RECENT GRADING IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0781 ***********************************************************************
 FT0781  DESIGNATION -  7 A
 FT0781  PID         -  FT0781
 FT0781  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0781  USGS QUAD   -  LONE BUTTE (1973)
 FT0781
 FT0781                         *CURRENT SURVEY CONTROL
 FT0781  ___________________________________________________________________
 FT0781* NAD 83(1986)-  35 44 37.     (N)    117 33 13.     (W)     SCALED    
 FT0781* NAVD 88     -       701.654  (meters)    2302.01   (feet)  ADJUSTED  
 FT0781  ___________________________________________________________________
 FT0781  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FT0781  DYNAMIC HT  -         700.912 (meters)    2299.58  (feet)  COMP
 FT0781  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 FT0781
 FT0781  VERT ORDER  -  FIRST     CLASS II
 FT0781
 FT0781.The horizontal coordinates were scaled from a topographic map and have
 FT0781.an estimated accuracy of +/- 6 seconds.
 FT0781
 FT0781.The orthometric height was determined by differential leveling
 FT0781.and adjusted in June 1991.
 FT0781
 FT0781.The geoid height was determined by GEOID03.
 FT0781
 FT0781.The dynamic height is computed by dividing the NAVD 88
 FT0781.geopotential number by the normal gravity value computed on the
 FT0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0781.degrees latitude (g = 980.6199 gals.).
 FT0781
 FT0781.The modeled gravity was interpolated from observed gravity values.
 FT0781
 FT0781;                    North         East    Units  Estimated Accuracy
 FT0781;SPC CA 5     -   748,980.    2,040,380.      MT  (+/- 180 meters Scaled)
 FT0781
 FT0781                          SUPERSEDED SURVEY CONTROL
 FT0781
 FT0781  NGVD 29 (??/??/92)  700.846  (m)         2299.36   (f) ADJ UNCH    1 2
 FT0781
 FT0781.Superseded values are not recommended for survey control.
 FT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0781.See file dsdata.txt to determine how the superseded data were derived.
 FT0781
 FT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV499556(NAD 83)
 FT0781_MARKER: DD = SURVEY DISK
 FT0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0781_STAMPING: 7 A 1949
 FT0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0781+STABILITY: SURFACE MOTION
 FT0781
 FT0781  HISTORY     - Date     Condition        Report By
 FT0781  HISTORY     - 1949     MONUMENTED       USN
 FT0781
 FT0781                          STATION DESCRIPTION
 FT0781
 FT0781'DESCRIBED BY US NAVY 1949
 FT0781'AT CHINA LAKE USN .
 FT0781'THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE,
 FT0781'ON THE K-RANGE, AT THE EAST END OF THE 1500 FOOT LAUNCHER, 7 A
 FT0781'IS 40 FT SOUTH OF THE CENTER OF THE RAILS.  THE STATION ARE USN
 FT0781'DISKS SET IN 8 IN SQUARE CONCRETE POSTS PROJECTING 10 IN ABOVE
 FT0781'THE GROUND AND STAMPED 7 A 1949.  FOR INFORMATION TO REACH FROM
 FT0781'THE NAVAL ORDNANCE TEST STATION HEADQUARTERS, CONTACT THE RANGE
 FT0781'DESIGN OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB8641 ***********************************************************************
 AB8641  DESIGNATION -  7 A 46 95
 AB8641  PID         -  AB8641
 AB8641  STATE/COUNTY-  CA/ORANGE
 AB8641  USGS QUAD   -  ANAHEIM (1981)
 AB8641
 AB8641                         *CURRENT SURVEY CONTROL
 AB8641  ___________________________________________________________________
 AB8641* NAD 83(1986)-  33 49 08.     (N)    117 53 48.     (W)     SCALED    
 AB8641* NAVD 88     -        49.051  (meters)     160.93   (feet)  ADJUSTED  
 AB8641  ___________________________________________________________________
 AB8641  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AB8641  DYNAMIC HT  -          48.999 (meters)     160.76  (feet)  COMP
 AB8641  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 AB8641
 AB8641  VERT ORDER  -  FIRST     CLASS II
 AB8641
 AB8641.The horizontal coordinates were scaled from a topographic map and have
 AB8641.an estimated accuracy of +/- 6 seconds.
 AB8641
 AB8641.The orthometric height was determined by differential leveling
 AB8641.and adjusted in February 1997.
 AB8641
 AB8641.The geoid height was determined by GEOID03.
 AB8641
 AB8641.The dynamic height is computed by dividing the NAVD 88
 AB8641.geopotential number by the normal gravity value computed on the
 AB8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8641.degrees latitude (g = 980.6199 gals.).
 AB8641
 AB8641.The modeled gravity was interpolated from observed gravity values.
 AB8641
 AB8641;                    North         East    Units  Estimated Accuracy
 AB8641;SPC CA 6     -   684,440.    1,847,560.      MT  (+/- 180 meters Scaled)
 AB8641
 AB8641                          SUPERSEDED SURVEY CONTROL
 AB8641
 AB8641.No superseded survey control is available for this station.
 AB8641
 AB8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT170424(NAD 83)
 AB8641_MARKER: DD = SURVEY DISK
 AB8641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB8641_SP_SET: CATCH BASIN
 AB8641_STAMPING: C OF A BM
 AB8641_MARK LOGO: CA0080
 AB8641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8641+STABILITY: SURFACE MOTION
 AB8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8641+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1994
 AB8641
 AB8641  HISTORY     - Date     Condition        Report By
 AB8641  HISTORY     - 1980     MONUMENTED       CA0080
 AB8641  HISTORY     - 19940818 GOOD             MWDSC
 AB8641  HISTORY     - 20060917 GOOD             GEOCAC
 AB8641
 AB8641                          STATION DESCRIPTION
 AB8641
 AB8641'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 AB8641'ANAHEIM, NEAR NORTHEAST CORNER OF INTERSECTION OF EAST STREET AND BALL
 AB8641'ROAD, 83 FEET (25.3 M) NORTHWEST OF CENTERLINE OF BALL ROAD, 29 FEET
 AB8641'(8.8 M) NORTHEAST OF CENTERLINE OF EAST STREET, FLUSH IN TOP OF
 AB8641'SOUTHWEST CORNER OF 10 FEET (3.0 M) BY 4 FEET (1.2 M) CONCRETE CATCH
 AB8641'BASIN, A 1 3/8 INCH DOMED BRASS DISK STAMPED C OF A BM.  NEAR OCF STA.
 AB8641'1263+00 REFERENCE MWD FB 2011 03 055.
 AB8641
 AB8641                          STATION RECOVERY (2006)
 AB8641
 AB8641'RECOVERY NOTE BY GEOCACHING 2006 (LJK)
 AB8641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0996 ***********************************************************************
 HT0996  DESIGNATION -  7 A ECC C OF O
 HT0996  PID         -  HT0996
 HT0996  STATE/COUNTY-  CA/ALAMEDA
 HT0996  USGS QUAD   -  OAKLAND WEST (1993)
 HT0996
 HT0996                         *CURRENT SURVEY CONTROL
 HT0996  ___________________________________________________________________
 HT0996* NAD 83(1986)-  37 49 43.     (N)    122 16 45.     (W)     SCALED    
 HT0996* NAVD 88     -        11.42   (+/-2cm)      37.5    (feet)  VERTCON   
 HT0996  ___________________________________________________________________
 HT0996  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HT0996  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0996
 HT0996.The horizontal coordinates were scaled from a topographic map and have
 HT0996.an estimated accuracy of +/- 6 seconds.
 HT0996
 HT0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0996.The vertical order pertains to the NGVD 29 superseded value.
 HT0996
 HT0996.The geoid height was determined by GEOID03.
 HT0996
 HT0996;                    North         East    Units  Estimated Accuracy
 HT0996;SPC CA 3     -   648,940.    1,843,390.      MT  (+/- 180 meters Scaled)
 HT0996
 HT0996                          SUPERSEDED SURVEY CONTROL
 HT0996
 HT0996  NGVD 29 (??/??/92)   10.594  (m)           34.76   (f) ADJ UNCH    1 1
 HT0996
 HT0996.Superseded values are not recommended for survey control.
 HT0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0996.See file dsdata.txt to determine how the superseded data were derived.
 HT0996
 HT0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG634870(NAD 83)
 HT0996_MARKER: DZ = AZIMUTH MARK DISK
 HT0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0996_SP_SET: CONCRETE FLOOR
 HT0996_STAMPING: SEC 7 STA A ECC
 HT0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0996
 HT0996  HISTORY     - Date     Condition        Report By
 HT0996  HISTORY     - UNK      MONUMENTED       MI1260
 HT0996  HISTORY     - 1951     GOOD             NGS
 HT0996  HISTORY     - 1969     GOOD             NGS
 HT0996
 HT0996                          STATION DESCRIPTION
 HT0996
 HT0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT0996'AT EMERYVILLE.
 HT0996'AT EMERYVILLE, AT THE INTERSECTION OF SAN PABLO AVENUE AND
 HT0996'ADELINE STREET AND 38TH STREET, AT THE SAN PABLO AVENUE (U.S.
 HT0996'HIGHWAY 40) BRIDGE OVER MAC ARTHUR BOULEVARD (U.S. HIGHWAY 50),
 HT0996'IN THE TOP OF THE WEST SIDE OF THE CONCRETE FLOOR, 15.7 FEET
 HT0996'SOUTH OF THE SOUTH CURB OF THE NORTH LANE OF 38TH STREET, 9.4
 HT0996'FEET WEST OF THE WEST CURB OF ADELINE STREET, AND 9.3 FEET NORTH OF
 HT0996'THE CENTER LINE OF THE BOULEVARD.
 HT0996
 HT0996                          STATION RECOVERY (1969)
 HT0996
 HT0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0151 ***********************************************************************
 DY0151  DESIGNATION -  7 A SCE
 DY0151  PID         -  DY0151
 DY0151  STATE/COUNTY-  CA/LOS ANGELES
 DY0151  USGS QUAD   -  LONG BEACH (1981)
 DY0151
 DY0151                         *CURRENT SURVEY CONTROL
 DY0151  ___________________________________________________________________
 DY0151* NAD 83(1986)-  33 45 49.     (N)    118 13 32.     (W)     SCALED    
 DY0151* NAVD 88     -         0.74   (+/-2cm)       2.4    (feet)  VERTCON   
 DY0151  ___________________________________________________________________
 DY0151  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0151  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0151
 DY0151.The horizontal coordinates were scaled from a topographic map and have
 DY0151.an estimated accuracy of +/- 6 seconds.
 DY0151
 DY0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0151.The vertical order pertains to the NGVD 29 superseded value.
 DY0151
 DY0151.The geoid height was determined by GEOID03.
 DY0151
 DY0151;                    North         East    Units  Estimated Accuracy
 DY0151;SPC CA 5     -   529,270.    1,979,100.      MT  (+/- 180 meters Scaled)
 DY0151
 DY0151                          SUPERSEDED SURVEY CONTROL
 DY0151
 DY0151  NGVD 29 (??/??/92)   -0.076  (m)           -0.25   (f) ADJ UNCH    1 2
 DY0151
 DY0151.Superseded values are not recommended for survey control.
 DY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0151.See file dsdata.txt to determine how the superseded data were derived.
 DY0151
 DY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT865366(NAD 83)
 DY0151_MARKER: DB = BENCH MARK DISK
 DY0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0151_SP_SET: CONCRETE BLOCK
 DY0151_STAMPING: BM 7 A
 DY0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0151
 DY0151  HISTORY     - Date     Condition        Report By
 DY0151  HISTORY     - UNK      MONUMENTED       CGS
 DY0151  HISTORY     - 1954     GOOD             NGS
 DY0151
 DY0151                          STATION DESCRIPTION
 DY0151
 DY0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0151'AT LONG BEACH.
 DY0151'AT LONG BEACH, ON TERMINAL ISLAND, ON THE SOUTHERN CALIFORNIA
 DY0151'EDISON COMPANY PLANT PROPERTY, ON THE SOUTH SIDE AND NEAR THE
 DY0151'SOUTHWEST CORNER OF BUILDING 1, IN THE TOP OF AN 8-FOOT-HIGH
 DY0151'CONCRETE JOINT BLOCK FOR THE NORTH AND SMALLEST ONE OF THREE
 DY0151'HUGE CONCRETE INTAKE PIPES, 9 FEET SOUTH OF THE SOUTH WALL OF
 DY0151'THE BUILDING, AND 1.6 FEET SOUTHEAST OF THE NORTHWEST CORNER
 DY0151'OF THE BLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0146 ***********************************************************************
 FU0146  DESIGNATION -  7 AA USGS
 FU0146  PID         -  FU0146
 FU0146  STATE/COUNTY-  CA/KERN
 FU0146  USGS QUAD   -  TEJON HILLS (1992)
 FU0146
 FU0146                         *CURRENT SURVEY CONTROL
 FU0146  ___________________________________________________________________
 FU0146* NAD 83(1986)-  35 01 51.     (N)    118 50 47.     (W)     SCALED    
 FU0146* NAVD 88     -       218.21   (+/-2cm)     715.9    (feet)  VERTCON   
 FU0146  ___________________________________________________________________
 FU0146  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FU0146  VERT ORDER  -  THIRD (See Below)
 FU0146
 FU0146.The horizontal coordinates were scaled from a topographic map and have
 FU0146.an estimated accuracy of +/- 6 seconds.
 FU0146
 FU0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0146.The vertical order pertains to the NGVD 29 superseded value.
 FU0146
 FU0146.The geoid height was determined by GEOID03.
 FU0146
 FU0146;                    North         East    Units  Estimated Accuracy
 FU0146;SPC CA 5     -   670,130.    1,922,770.      MT  (+/- 180 meters Scaled)
 FU0146
 FU0146                          SUPERSEDED SURVEY CONTROL
 FU0146
 FU0146  NGVD 29 (??/??/??)  217.44   (m)          713.4    (f) RESET       3  
 FU0146
 FU0146.Superseded values are not recommended for survey control.
 FU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0146.See file dsdata.txt to determine how the superseded data were derived.
 FU0146
 FU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU315780(NAD 83)
 FU0146_MARKER: DB = BENCH MARK DISK
 FU0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0146_STAMPING: 7 AA 712 1954
 FU0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0146+STABILITY: SURFACE MOTION
 FU0146
 FU0146  HISTORY     - Date     Condition        Report By
 FU0146  HISTORY     - 1954     MONUMENTED       USGS
 FU0146  HISTORY     - 1965     GOOD             NGS
 FU0146
 FU0146                          STATION DESCRIPTION
 FU0146
 FU0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FU0146'13.9 MI SE FROM METTLER.
 FU0146'5.0 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE STATE HIGHWAY 166
 FU0146'OVERPASS AT METTLER, THENCE 6.3 MILES EAST ALONG LAVAL ROAD,
 FU0146'THENCE 2.6 MILES NORTH ALONG RANCHO ROAD, IN R19W T11N, IN THE
 FU0146'NORTHEAST CORNER OF SECTION 24, 60 FEET SOUTHWEST OF THE CENTER
 FU0146'OF THE JUNCTION OF A DIRT FARM ROAD, 26 FEET WEST OF THE
 FU0146'CENTER LINE OF THE ROAD, 74 FEET WEST OF AND ACROSS THE ROAD
 FU0146'FROM POWER LINE POLE 10466 (WEST ONE OF 2 POLES SUPPORTING 3
 FU0146'TRANSFORMERS), 4 1/2 FEET NORTH OF POWER LINE POLE WITH 2
 FU0146'GUY WIRES, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 FU0146'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FU0146'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1957 ***********************************************************************
 JS1957  DESIGNATION -  7 B
 JS1957  PID         -  JS1957
 JS1957  STATE/COUNTY-  CA/SOLANO
 JS1957  USGS QUAD   -  DENVERTON (1980)
 JS1957
 JS1957                         *CURRENT SURVEY CONTROL
 JS1957  ___________________________________________________________________
 JS1957* NAD 83(1986)-  38 13 27.     (N)    121 53 55.     (W)     SCALED    
 JS1957* NAVD 88     -         2.88   (+/-2cm)       9.4    (feet)  VERTCON   
 JS1957  ___________________________________________________________________
 JS1957  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JS1957  VERT ORDER  -  FIRST     CLASS II (See Below)
 JS1957
 JS1957.The horizontal coordinates were scaled from a topographic map and have
 JS1957.an estimated accuracy of +/- 6 seconds.
 JS1957
 JS1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1957.The vertical order pertains to the NGVD 29 superseded value.
 JS1957
 JS1957.The geoid height was determined by GEOID03.
 JS1957
 JS1957;                    North         East    Units  Estimated Accuracy
 JS1957;SPC CA 2     -   561,890.    2,008,880.      MT  (+/- 180 meters Scaled)
 JS1957
 JS1957                          SUPERSEDED SURVEY CONTROL
 JS1957
 JS1957  NGVD 29 (??/??/92)    2.110  (m)            6.92   (f) ADJ UNCH    1 2
 JS1957
 JS1957.Superseded values are not recommended for survey control.
 JS1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1957.See file dsdata.txt to determine how the superseded data were derived.
 JS1957
 JS1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH964312(NAD 83)
 JS1957_MARKER: P = PIPE CAP
 JS1957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1957_STAMPING: 7 B F 1905 77
 JS1957_MARK LOGO: USGS  
 JS1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1957
 JS1957  HISTORY     - Date     Condition        Report By
 JS1957  HISTORY     - 1905     MONUMENTED       USGS
 JS1957  HISTORY     - 1960     GOOD             CGS
 JS1957  HISTORY     - 1966     GOOD             CGS
 JS1957
 JS1957                          STATION DESCRIPTION
 JS1957
 JS1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JS1957'8.7 MI E FROM FAIRFIELD.
 JS1957'8.3 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COUNTY COURTHOUSE
 JS1957'AT FAIRFIELD, THENCE 0.4 MILE SOUTHEAST ALONG AN ASPHALT ROAD,
 JS1957'IN R1E T4N S6, ON THE OUTSIDE OF A CURVE, 75 FEET SOUTH OF THE
 JS1957'CENTER LINE OF THE ROAD, 271 1/2 FEET SOUTHWEST AND ACROSS
 JS1957'THE ROAD FROM THE SOUTHWEST CORNER OF AN ASSOCIATED SERVICE
 JS1957'STATION, 69 FEET SOUTHEAST OF TELEPHONE POLE 483 WITH A GUY
 JS1957'WIRE, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 JS1957'THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 JS1957'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 JS1957
 JS1957                          STATION RECOVERY (1966)
 JS1957
 JS1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JS1957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1199 ***********************************************************************
 HT1199  DESIGNATION -  7 B
 HT1199  PID         -  HT1199
 HT1199  STATE/COUNTY-  CA/SANTA CLARA
 HT1199  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1199
 HT1199                         *CURRENT SURVEY CONTROL
 HT1199  ___________________________________________________________________
 HT1199* NAD 83(1986)-  37 24 36.     (N)    122 03 22.     (W)     SCALED    
 HT1199* NAVD 88     -         8.43   (+/-2cm)      27.7    (feet)  VERTCON   
 HT1199  ___________________________________________________________________
 HT1199  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1199  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1199
 HT1199.The horizontal coordinates were scaled from a topographic map and have
 HT1199.an estimated accuracy of +/- 6 seconds.
 HT1199
 HT1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1199.The vertical order pertains to the NGVD 29 superseded value.
 HT1199
 HT1199.The geoid height was determined by GEOID03.
 HT1199
 HT1199;                    North         East    Units  Estimated Accuracy
 HT1199;SPC CA 3     -   602,140.    1,862,250.      MT  (+/- 180 meters Scaled)
 HT1199
 HT1199                          SUPERSEDED SURVEY CONTROL
 HT1199
 HT1199  NGVD 29 (??/??/92)    7.608  (m)           24.96   (f) ADJ UNCH    1 2
 HT1199
 HT1199.Superseded values are not recommended for survey control.
 HT1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1199.See file dsdata.txt to determine how the superseded data were derived.
 HT1199
 HT1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG835407(NAD 83)
 HT1199_MARKER: X = CHISELED CROSS
 HT1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1199_SP_SET: BUILDING
 HT1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1199
 HT1199  HISTORY     - Date     Condition        Report By
 HT1199  HISTORY     - UNK      MONUMENTED       DOD
 HT1199  HISTORY     - 1954     GOOD             NGS
 HT1199  HISTORY     - 1967     GOOD             NGS
 HT1199  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HT1199
 HT1199                          STATION DESCRIPTION
 HT1199
 HT1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1199'AT MOFFETT FIELD.
 HT1199'AT MOFFETT FIELD, ALONG WESCOAT ROAD, AT THE INTERSECTION OF
 HT1199'DAILEY ROAD LEADING SOUTH AND MC CORD AVENUE LEADING NORTH, IN
 HT1199'BUILDING NO. 8 (PUMP HOUSE FOR WELL B), A CHISELED CROSS IN THE
 HT1199'TOP OF THE NORTHWEST CORNER OF THE MILLED BASE PLATE OF THE
 HT1199'PUMP.  NOTE-- NO STAMPING COULD BE FOUND ON THIS MARK.
 HT1199
 HT1199                          STATION RECOVERY (1967)
 HT1199
 HT1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1199'RECOVERED IN GOOD CONDITION.
 HT1199
 HT1199                          STATION RECOVERY (1989)
 HT1199
 HT1199'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHP)
 HT1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0791 ***********************************************************************
 HT0791  DESIGNATION -  7 C OF SF
 HT0791  PID         -  HT0791
 HT0791  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0791  USGS QUAD   -  SAN FRANCISCO NORTH (1995)
 HT0791
 HT0791                         *CURRENT SURVEY CONTROL
 HT0791  ___________________________________________________________________
 HT0791* NAD 83(1986)-  37 46 36.     (N)    122 23 23.     (W)     SCALED    
 HT0791* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 HT0791  ___________________________________________________________________
 HT0791  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 HT0791  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0791
 HT0791.The horizontal coordinates were scaled from a topographic map and have
 HT0791.an estimated accuracy of +/- 6 seconds.
 HT0791
 HT0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0791.The vertical order pertains to the NGVD 29 superseded value.
 HT0791
 HT0791.The geoid height was determined by GEOID03.
 HT0791
 HT0791;                    North         East    Units  Estimated Accuracy
 HT0791;SPC CA 3     -   643,370.    1,833,540.      MT  (+/- 180 meters Scaled)
 HT0791
 HT0791                          SUPERSEDED SURVEY CONTROL
 HT0791
 HT0791  NGVD 29 (??/??/92)    3.22   (m)           10.6    (f) COMPUTED    1 2
 HT0791
 HT0791.Superseded values are not recommended for survey control.
 HT0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0791.See file dsdata.txt to determine how the superseded data were derived.
 HT0791
 HT0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG537812(NAD 83)
 HT0791_MARKER: DD = SURVEY DISK
 HT0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0791_SP_SET: SIDEWALK
 HT0791_STAMPING: 7
 HT0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0791
 HT0791  HISTORY     - Date     Condition        Report By
 HT0791  HISTORY     - UNK      MONUMENTED       CA3290
 HT0791  HISTORY     - 1956     GOOD             NGS
 HT0791  HISTORY     - 1965     GOOD             NGS
 HT0791
 HT0791                          STATION DESCRIPTION
 HT0791
 HT0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0791'AT SAN FRANCISCO.
 HT0791'AT SAN FRANCISCO, ALONG THIRD STREET, AT THE BRIDGE OVER CHINA
 HT0791'BASIN, IN THE TOP OF THE CONCRETE SIDEWALK, 51.0 FEET SOUTH OF
 HT0791'THE SOUTHEAST CORNER OF THE BRIDGE, 7.5 FEET EAST OF THE EAST
 HT0791'CURB OF THIRD STREET, 1 1/2 FEET NORTHWEST OF A POWER LINE POLE
 HT0791'WITH TWO GUY WIRES, 0.4 FOOT WEST OF A STEEL GUARD RAIL, AND
 HT0791'ABOUT LEVEL WITH THE SIDEWALK.
 HT0791
 HT0791                          STATION RECOVERY (1965)
 HT0791
 HT0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HT0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5340 ***********************************************************************
 EW5340  DESIGNATION -  7 DF USFS
 EW5340  PID         -  EW5340
 EW5340  STATE/COUNTY-  CA/VENTURA
 EW5340  USGS QUAD   -  OJAI (1988)
 EW5340
 EW5340                         *CURRENT SURVEY CONTROL
 EW5340  ___________________________________________________________________
 EW5340* NAD 83(1986)-  34 26 08.     (N)    119 09 40.     (W)     SCALED    
 EW5340* NAVD 88     -       412.418  (meters)    1353.07   (feet)  READJUSTED
 EW5340  ___________________________________________________________________
 EW5340  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EW5340  DYNAMIC HT  -         411.960 (meters)    1351.57  (feet)  COMP
 EW5340  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 EW5340
 EW5340  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5340
 EW5340.The horizontal coordinates were scaled from a topographic map and have
 EW5340.an estimated accuracy of +/- 6 seconds.
 EW5340
 EW5340.The orthometric height was determined by differential leveling
 EW5340.and adjusted in February 1993.
 EW5340.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5340.distribution rate of 0.0 thru 1.0 mm/km.
 EW5340.The height was derived from older observations constrained to new
 EW5340.heights in a crustal motion area.  The height is approximate in
 EW5340.relation to other heights in its vicinity.
 EW5340
 EW5340.The geoid height was determined by GEOID03.
 EW5340
 EW5340.The dynamic height is computed by dividing the NAVD 88
 EW5340.geopotential number by the normal gravity value computed on the
 EW5340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5340.degrees latitude (g = 980.6199 gals.).
 EW5340
 EW5340.The modeled gravity was interpolated from observed gravity values.
 EW5340
 EW5340;                    North         East    Units  Estimated Accuracy
 EW5340;SPC CA 5     -   604,390.    1,893,290.      MT  (+/- 180 meters Scaled)
 EW5340
 EW5340                          SUPERSEDED SURVEY CONTROL
 EW5340
 EW5340  NGVD 29 (??/??/92)  411.629  (m)         1350.49   (f) ADJ UNCH    1 1
 EW5340
 EW5340.Superseded values are not recommended for survey control.
 EW5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5340.See file dsdata.txt to determine how the superseded data were derived.
 EW5340
 EW5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU014125(NAD 83)
 EW5340_MARKER: DD = SURVEY DISK
 EW5340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5340_SP_SET: BRIDGE
 EW5340_STAMPING: 7 DF 1948-1351
 EW5340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5340
 EW5340  HISTORY     - Date     Condition        Report By
 EW5340  HISTORY     - 1948     MONUMENTED       USFS
 EW5340  HISTORY     - 1977     GOOD             NGS
 EW5340
 EW5340                          STATION DESCRIPTION
 EW5340
 EW5340'DESCRIBED BY US FOREST SERVICE 1948
 EW5340'AT OJAI.
 EW5340'FROM SANTA PAULA RR STATION 10.2 MI NORTHWESTERLY ALONG STATE
 EW5340'HWY 150, 265 FT S AND 11 FT E AND 8 FT LOWER THAN T JUNCTION OF
 EW5340'E - W HIGHWAY AND RD. S.  SET AT THE N END AND ON TOP OF CONCRETE
 EW5340'SIDEWALL OF SMALL BRIDGE, STANDARD TABLET STAMPED 7 DF 1948-1351.
 EW5340
 EW5340                          STATION RECOVERY (1977)
 EW5340
 EW5340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0971 ***********************************************************************
 HR0971  DESIGNATION -  7 DOR
 HR0971  PID         -  HR0971
 HR0971  STATE/COUNTY-  CA/MONO
 HR0971  USGS QUAD   -  CONVICT LAKE (1994)
 HR0971
 HR0971                         *CURRENT SURVEY CONTROL
 HR0971  ___________________________________________________________________
 HR0971* NAD 83(1986)-  37 36 13.     (N)    118 48 16.     (W)     SCALED    
 HR0971* NAVD 88     -      2100.876  (meters)    6892.62   (feet)  ADJUSTED  
 HR0971  ___________________________________________________________________
 HR0971  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 HR0971  DYNAMIC HT  -        2098.242 (meters)    6883.98  (feet)  COMP
 HR0971  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 HR0971  OBS GRAVITY -     979,301.1   (mgal)                       GRAV_OBS
 HR0971
 HR0971  VERT ORDER  -  FIRST     CLASS I
 HR0971
 HR0971.The horizontal coordinates were scaled from a topographic map and have
 HR0971.an estimated accuracy of +/- 6 seconds.
 HR0971
 HR0971.The orthometric height was determined by differential leveling
 HR0971.and adjusted in June 1991.
 HR0971
 HR0971.The geoid height was determined by GEOID03.
 HR0971
 HR0971.The dynamic height is computed by dividing the NAVD 88
 HR0971.geopotential number by the normal gravity value computed on the
 HR0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0971.degrees latitude (g = 980.6199 gals.).
 HR0971
 HR0971.The modeled gravity was interpolated from observed gravity values.
 HR0971.The observed gravity was obtained from relative gravimeter ties
 HR0971.to the IGSN71 gravity network.
 HR0971
 HR0971;                    North         East    Units  Estimated Accuracy
 HR0971;SPC CA 3     -   623,840.    2,149,710.      MT  (+/- 180 meters Scaled)
 HR0971
 HR0971                          SUPERSEDED SURVEY CONTROL
 HR0971
 HR0971.No superseded survey control is available for this station.
 HR0971
 HR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB407633(NAD 83)
 HR0971_MARKER: DD = SURVEY DISK
 HR0971_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR0971+WITH SETTING: INFORMATION.
 HR0971_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR0971_STAMPING: 7 DOR 1975
 HR0971_MARK LOGO: USGS  
 HR0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0971+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0971
 HR0971  HISTORY     - Date     Condition        Report By
 HR0971  HISTORY     - 1975     MONUMENTED       USGS
 HR0971  HISTORY     - 1985     GOOD             USGS
 HR0971  HISTORY     - 1986     GOOD             NGS
 HR0971  HISTORY     - 1987     GOOD             NGS
 HR0971  HISTORY     - 19881009 GOOD             NGS
 HR0971
 HR0971                          STATION DESCRIPTION
 HR0971
 HR0971'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0971'RECOVERED IN GOOD CONDITION.
 HR0971
 HR0971                          STATION RECOVERY (1986)
 HR0971
 HR0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0971'16.2 KM (10.05 MI) SE FROM MAMMOTH.
 HR0971'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0971'MAMMOTH LAKES, THENCE 11.21 KM (6.97 MI) SOUTHEAST ALONG US HIGHWAY
 HR0971'395, 13.7 METERS (45 FT) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND
 HR0971'LANES AND 1.1 METERS (3.6 FT) SOUTHWEST OF THE NORTHEAST ONE OF TWO
 HR0971'POSTS FOR THE HIGHWAY SIGN CROWLEY LAKE EXIT 4-MILES.  A SHALLOW-SET
 HR0971'METAL ROD ENCASED IN A PIPE PROJECTING 5 CENTIMETERS.
 HR0971'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HR0971
 HR0971                          STATION RECOVERY (1987)
 HR0971
 HR0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0971'RECOVERED IN GOOD CONDITION.
 HR0971
 HR0971                          STATION RECOVERY (1988)
 HR0971
 HR0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB1026 ***********************************************************************
 DB1026  DESIGNATION -  7 DOR USGS
 DB1026  PID         -  DB1026
 DB1026  STATE/COUNTY-  CA/IMPERIAL
 DB1026  USGS QUAD   -  HEBER (1976)
 DB1026
 DB1026                         *CURRENT SURVEY CONTROL
 DB1026  ___________________________________________________________________
 DB1026* NAD 83(1986)-  32 42 29.     (N)    115 30 52.     (W)     SCALED    
 DB1026* NAVD 88     -         0.765  (meters)       2.51   (feet)  READJUSTED
 DB1026  ___________________________________________________________________
 DB1026  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DB1026  DYNAMIC HT  -           0.760 (meters)       2.49  (feet)  COMP
 DB1026  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 DB1026
 DB1026  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DB1026
 DB1026.The horizontal coordinates were scaled from a topographic map and have
 DB1026.an estimated accuracy of +/- 6 seconds.
 DB1026
 DB1026.The orthometric height was determined by differential leveling
 DB1026.and adjusted in January 1995.
 DB1026.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DB1026.distribution rate of 3.1 thru 4.0 mm/km.
 DB1026.The height was derived from older observations constrained to new
 DB1026.heights in a crustal motion area.  The height is approximate in
 DB1026.relation to other heights in its vicinity.
 DB1026
 DB1026.The geoid height was determined by GEOID03.
 DB1026
 DB1026.The dynamic height is computed by dividing the NAVD 88
 DB1026.geopotential number by the normal gravity value computed on the
 DB1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB1026.degrees latitude (g = 980.6199 gals.).
 DB1026
 DB1026.The modeled gravity was interpolated from observed gravity values.
 DB1026
 DB1026;                    North         East    Units  Estimated Accuracy
 DB1026;SPC CA 6     -   560,290.    2,068,970.      MT  (+/- 180 meters Scaled)
 DB1026
 DB1026                          SUPERSEDED SURVEY CONTROL
 DB1026
 DB1026  NAVD 88 (02/01/93)    0.771  (m)            2.53   (f) UNKNOWN     1 1
 DB1026  NGVD 29 (??/??/92)    0.026  (m)            0.09   (f) ADJ UNCH    1 1
 DB1026
 DB1026.Superseded values are not recommended for survey control.
 DB1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB1026.See file dsdata.txt to determine how the superseded data were derived.
 DB1026
 DB1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS392198(NAD 83)
 DB1026_MARKER: DB = BENCH MARK DISK
 DB1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DB1026_SP_SET: CONCRETE HEADWALL
 DB1026_STAMPING: 7 DOR 1978
 DB1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DB1026
 DB1026  HISTORY     - Date     Condition        Report By
 DB1026  HISTORY     - 1978     MONUMENTED       USGS
 DB1026
 DB1026                          STATION DESCRIPTION
 DB1026
 DB1026'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 DB1026'1.8 MI SE FROM HEBER.
 DB1026'HEBER POST OFFICE, 0.05 MI EAST OF ALONG STATE HIGHWAY 86, THEN 0.5
 DB1026'MI. SOUTH ALONG HEFFERMAN AVE., THEN 0.1 MILE EAST ALONG FAUCETT RD.,
 DB1026'THEN 1.0 MILE SOUTH ALONG WARE RD., THEN 0.5 MILE EAST ALONG JASPER
 DB1026'RD. TO RR X ING, AND DAFFODIL HDQTRS., THEN 0.2 MILE SE BETWEEN
 DB1026'DOGWOOD AND CENTRAL MAIN CANALS TO TWO CONCRETE HEADWALLS IN CENTRAL
 DB1026'MAIN CANAL, SW OF DOGWOOD CANAL, ON NORTHEAST SIDE OF CENTRAL MAIN
 DB1026'CANAL, 1 FT. NW OF SOUTHEAST EDGE OF HEADWALL, 1 FT. NE OF SOUTHWEST
 DB1026'SIDE OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR1000 ***********************************************************************
 HR1000  DESIGNATION -  7 EGE
 HR1000  PID         -  HR1000
 HR1000  STATE/COUNTY-  CA/MONO
 HR1000  USGS QUAD   -  OLD MAMMOTH (1994)
 HR1000
 HR1000                         *CURRENT SURVEY CONTROL
 HR1000  ___________________________________________________________________
 HR1000* NAD 83(1986)-  37 38 41.     (N)    118 54 42.     (W)     SCALED    
 HR1000* NAVD 88     -      2218.388  (meters)    7278.16   (feet)  ADJUSTED  
 HR1000  ___________________________________________________________________
 HR1000  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HR1000  DYNAMIC HT  -        2215.532 (meters)    7268.79  (feet)  COMP
 HR1000  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 HR1000
 HR1000  VERT ORDER  -  FIRST     CLASS I
 HR1000
 HR1000.The horizontal coordinates were scaled from a topographic map and have
 HR1000.an estimated accuracy of +/- 6 seconds.
 HR1000
 HR1000.The orthometric height was determined by differential leveling
 HR1000.and adjusted in June 1991.
 HR1000
 HR1000.The geoid height was determined by GEOID03.
 HR1000
 HR1000.The dynamic height is computed by dividing the NAVD 88
 HR1000.geopotential number by the normal gravity value computed on the
 HR1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR1000.degrees latitude (g = 980.6199 gals.).
 HR1000
 HR1000.The modeled gravity was interpolated from observed gravity values.
 HR1000
 HR1000;                    North         East    Units  Estimated Accuracy
 HR1000;SPC CA 3     -   628,230.    2,140,160.      MT  (+/- 180 meters Scaled)
 HR1000
 HR1000                          SUPERSEDED SURVEY CONTROL
 HR1000
 HR1000.No superseded survey control is available for this station.
 HR1000
 HR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB313681(NAD 83)
 HR1000_MARKER: DE = TRAVERSE STATION DISK
 HR1000_SETTING: 66 = SET IN ROCK OUTCROP
 HR1000_SP_SET: BEDROCK
 HR1000_STAMPING: 7 EGE 1983
 HR1000_MARK LOGO: USGS  
 HR1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR1000+STABILITY: POSITION/ELEVATION WELL
 HR1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR1000+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR1000
 HR1000  HISTORY     - Date     Condition        Report By
 HR1000  HISTORY     - 1983     MONUMENTED       USGS
 HR1000  HISTORY     - 1985     GOOD             USGS
 HR1000  HISTORY     - 1986     GOOD             NGS
 HR1000  HISTORY     - 1987     GOOD             NGS
 HR1000  HISTORY     - 19881009 GOOD             NGS
 HR1000  HISTORY     - 19910816 GOOD             NGS
 HR1000
 HR1000                          STATION DESCRIPTION
 HR1000
 HR1000'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR1000'RECOVERED IN GOOD CONDITION.
 HR1000
 HR1000                          STATION RECOVERY (1986)
 HR1000
 HR1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR1000'5.9 KM (3.65 MI) EAST FROM MAMMOTH LAKES.
 HR1000'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 HR1000'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR1000'MAMMOTH LAKES, THENCE 0.24 KM (0.15 MI) NORTH ALONG OLD US HIGHWAY
 HR1000'395, IN TOP OF A 2- BY 2-FOOT LAVA BOULDER AND 16.2 METERS (53 FT)
 HR1000'NORTH OF THE CENTER OF THE HIGHWAY.
 HR1000
 HR1000                          STATION RECOVERY (1987)
 HR1000
 HR1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR1000'RECOVERED IN GOOD CONDITION.
 HR1000
 HR1000                          STATION RECOVERY (1988)
 HR1000
 HR1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR1000'RECOVERED IN GOOD CONDITION.
 HR1000
 HR1000                          STATION RECOVERY (1991)
 HR1000
 HR1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR1000'5.7 KM (3.5 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR1000'IN MAMMOTH LAKES, THENCE 0.2 KM (0.1 MI) NORTHERLY ALONG OLD U.S.
 HR1000'HIGHWAY 395, NEAR THE CENTER OF A 2 BY 3 FOOT AREA OF OUTCROPPING
 HR1000'BEDROCK, 16.2 M (53.1 FT) NORTH OF THE CENTER OF THE HIGHWAY, 1.0 M
 HR1000'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF
 HR1000'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2262 ***********************************************************************
 EV2262  DESIGNATION -  7 FMK
 EV2262  PID         -  EV2262
 EV2262  STATE/COUNTY-  CA/KERN
 EV2262  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2262
 EV2262                         *CURRENT SURVEY CONTROL
 EV2262  ___________________________________________________________________
 EV2262* NAD 83(1986)-  34 59 30.     (N)    117 41 57.     (W)     SCALED    
 EV2262* NAVD 88     -       736.722  (meters)    2417.06   (feet)  ADJUSTED  
 EV2262  ___________________________________________________________________
 EV2262  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV2262  DYNAMIC HT  -         735.894 (meters)    2414.35  (feet)  COMP
 EV2262  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 EV2262  OBS GRAVITY -     979,485.0   (mgal)                       GRAV_OBS
 EV2262
 EV2262  VERT ORDER  -  FIRST     CLASS I
 EV2262
 EV2262.The horizontal coordinates were scaled from a topographic map and have
 EV2262.an estimated accuracy of +/- 6 seconds.
 EV2262
 EV2262.The orthometric height was determined by differential leveling
 EV2262.and adjusted in June 1991.
 EV2262
 EV2262.The geoid height was determined by GEOID03.
 EV2262
 EV2262.The dynamic height is computed by dividing the NAVD 88
 EV2262.geopotential number by the normal gravity value computed on the
 EV2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2262.degrees latitude (g = 980.6199 gals.).
 EV2262
 EV2262.The modeled gravity was interpolated from observed gravity values.
 EV2262.The observed gravity was obtained from relative gravimeter ties
 EV2262.to the IGSN71 gravity network.
 EV2262
 EV2262;                    North         East    Units  Estimated Accuracy
 EV2262;SPC CA 5     -   665,510.    2,027,460.      MT  (+/- 180 meters Scaled)
 EV2262
 EV2262                          SUPERSEDED SURVEY CONTROL
 EV2262
 EV2262  NGVD 29 (??/??/92)  735.921  (m)         2414.43   (f) ADJ UNCH    1 1
 EV2262
 EV2262.Superseded values are not recommended for survey control.
 EV2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2262.See file dsdata.txt to determine how the superseded data were derived.
 EV2262
 EV2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU361723(NAD 83)
 EV2262_MARKER: DD = SURVEY DISK
 EV2262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2262_SP_SET: 10 FEET
 EV2262_STAMPING: 7 FMK 1973
 EV2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2262
 EV2262  HISTORY     - Date     Condition        Report By
 EV2262  HISTORY     - 1973     MONUMENTED       USGS
 EV2262  HISTORY     - 1974     GOOD             NGS
 EV2262  HISTORY     - 1977     GOOD             NGS
 EV2262
 EV2262                          STATION DESCRIPTION
 EV2262
 EV2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2262'2.8 MI W FROM BORON.
 EV2262'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2262'FROM THE STATION AT BORON, THENCE 1.75 MILES SOUTHWEST ALONG
 EV2262'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 0.1 MILE
 EV2262'NORTHEAST OF A LARGE METAL BUILDING, 65.3 FEET SOUTHEAST OF
 EV2262'THE SOUTHEAST RAIL, 94 FEET EAST OF THE CENTER OF A SWITCHSTAND,
 EV2262'33 1/2 FEET NORTHWEST OF THE CENTER LINE OF A BLADED ROAD, 11
 EV2262'FEET SOUTHEAST OF TELEPHONE POLE 17746, 1.7 FEET SOUTHWEST OF
 EV2262'A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK, A DISK
 EV2262'ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET.
 EV2262'THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC
 EV2262'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  SECTION 2, T 10N, R W
 EV2262
 EV2262                          STATION RECOVERY (1977)
 EV2262
 EV2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AD9415 ***********************************************************************
 AD9415  DESIGNATION -  7 GWM 952
 AD9415  PID         -  AD9415
 AD9415  STATE/COUNTY-  CA/TUOLUMNE
 AD9415  USGS QUAD   -  PENON BLANCO PEAK (1987)
 AD9415
 AD9415                         *CURRENT SURVEY CONTROL
 AD9415  ___________________________________________________________________
 AD9415* NAD 83(2007)-  37 40 39.86781(N)    120 19 19.48680(W)     ADJUSTED  
 AD9415* NAVD 88     -       290.9    (meters)     954.     (feet)  GPS OBS   
 AD9415  ___________________________________________________________________
 AD9415  EPOCH DATE  -        2007.00
 AD9415  X           -  -2,551,855.859 (meters)                     COMP
 AD9415  Y           -  -4,363,117.189 (meters)                     COMP
 AD9415  Z           -   3,877,355.840 (meters)                     COMP
 AD9415  LAPLACE CORR-          10.07  (seconds)                    DEFLEC99
 AD9415  ELLIP HEIGHT-         261.303 (meters)          (02/10/07) ADJUSTED
 AD9415  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AD9415
 AD9415  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD9415  Type    PID    Designation                      North   East  Ellip
 AD9415  -------------------------------------------------------------------
 AD9415  NETWORK AD9415 7 GWM 952                         0.43   0.78   4.06
 AD9415  -------------------------------------------------------------------
 AD9415
 AD9415.The horizontal coordinates were established by GPS observations
 AD9415.and adjusted by the National Geodetic Survey in February 2007.
 AD9415
 AD9415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD9415.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD9415.The horizontal coordinates are valid at the epoch date displayed above.
 AD9415.The epoch date for horizontal control is a decimal equivalence
 AD9415.of Year/Month/Day.
 AD9415
 AD9415.The orthometric height was determined by GPS observations and a
 AD9415.high-resolution geoid model.
 AD9415
 AD9415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9415
 AD9415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9415
 AD9415.The ellipsoidal height was determined by GPS observations
 AD9415.and is referenced to NAD 83.
 AD9415
 AD9415.The geoid height was determined by GEOID03.
 AD9415
 AD9415;                    North         East     Units Scale Factor Converg.
 AD9415;SPC CA 3     -   630,721.501 2,015,694.209   MT  0.99992999   +0 06 32.1
 AD9415;SPC CA 3     - 2,069,292.12  6,613,156.75   sFT  0.99992999   +0 06 32.1
 AD9415;UTM  10      - 4,173,435.367   736,161.319   MT  1.00028701   +1 38 15.2
 AD9415
 AD9415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9415!SPC CA 3     -   0.99995900  x   0.99992999  =   0.99988899
 AD9415!UTM  10      -   0.99995900  x   1.00028701  =   1.00024600
 AD9415
 AD9415                          SUPERSEDED SURVEY CONTROL
 AD9415
 AD9415  NAD 83(1992)-  37 40 39.86276(N)    120 19 19.48217(W) AD(1991.35) 1
 AD9415  ELLIP H (07/22/97)  261.393  (m)                       GP(       ) 4 1
 AD9415
 AD9415.Superseded values are not recommended for survey control.
 AD9415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9415.See file dsdata.txt to determine how the superseded data were derived.
 AD9415
 AD9415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3616173435(NAD 83)
 AD9415_MARKER: DD = SURVEY DISK
 AD9415_SETTING: 66 = SET IN ROCK OUTCROP
 AD9415_STAMPING: 952 GWM 7 1942
 AD9415_MARK LOGO: USGS  
 AD9415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9415+STABILITY: POSITION/ELEVATION WELL
 AD9415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9415+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1993
 AD9415
 AD9415  HISTORY     - Date     Condition        Report By
 AD9415  HISTORY     - 1942     MONUMENTED       USGS
 AD9415  HISTORY     - 19921117 GOOD             CADT
 AD9415  HISTORY     - 19930802 GOOD             CADT
 AD9415
 AD9415                          STATION DESCRIPTION
 AD9415
 AD9415'DESCRIBED BY CALTRANS 1992 (PDG)
 AD9415'THE STATION IS LOCATED ON THE EAST SIDE OF MERCED FALLS ROAD, ABOUT 22
 AD9415'MI (35.4 KM) SOUTH OF SONORA, 8 MI (12.9 KM) EAST OF LA GRANGE AND 7
 AD9415'MI (11.3 KM) WEST-SOUTHWEST OF COULTERVILLE.  TO REACH THE STATION
 AD9415'FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 132 IN COULTERVILLE, GO
 AD9415'WEST ON HIGHWAY 132 FOR 9.2 MI (14.8 KM) TO THE MARIPOSA/TUOLUMNE
 AD9415'COUNTY LINE.  CONTINUE WEST ON HIGHWAY 132 FOR 1.4 MI (2.3 KM) TO A
 AD9415'SIDE ROAD LEFT, MERCED FALLS ROAD.  TURN LEFT AND GO SOUTH ON MERCED
 AD9415'FALLS ROAD FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, EL PRADO ROAD.
 AD9415'CONTINUE SOUTH ON MERCED FALLS ROAD FOR 0.2 MI (0.3 KM) TO THE STATION
 AD9415'ON THE LEFT.  THE STATION IS A USGS BENCH MARK DISK SET FLUSH IN THE
 AD9415'TOP OF A 2.5 FT (0.8 M) BY 4.5 FT (1.4 M) ROCK OUTCROP PROJECTING 0.5
 AD9415'FT (0.2 M) ABOVE GROUND, 84.0 FT (25.6 M) NORTH OF JOINT POLE NO 2907,
 AD9415'79.0 FT (24.1 M) SOUTH OF A WOOD FENCE CORNER, 47.7 FT (14.5 M) EAST
 AD9415'OF THE CENTERLINE OF MERCED FALLS ROAD, 5.0 FT (1.5 M) WEST OF A
 AD9415'CARSONITE WITNESS POST AND ABOUT 5 FT (1.5 M) HIGHER THAN MERCED FALLS
 AD9415'ROAD.  THE STATION WAS OCCUPIED AS PART OF A
 AD9415
 AD9415                          STATION RECOVERY (1993)
 AD9415
 AD9415'RECOVERY NOTE BY CALTRANS 1993 (PDG)
 AD9415'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4679 ***********************************************************************
 DX4679  DESIGNATION -  7 HL
 DX4679  PID         -  DX4679
 DX4679  STATE/COUNTY-  CA/ORANGE
 DX4679  USGS QUAD   -  YORBA LINDA (1981)
 DX4679
 DX4679                         *CURRENT SURVEY CONTROL
 DX4679  ___________________________________________________________________
 DX4679* NAD 83(1992)-  33 56 59.68000(N)    117 51 21.06562(W)     ADJUSTED  
 DX4679* NAVD 88     -       348.34   (+/-2cm)    1142.8    (feet)  VERTCON   
 DX4679  ___________________________________________________________________
 DX4679  EPOCH DATE  -        1991.35
 DX4679  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DX4679  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DX4679  HORZ ORDER  -  SECOND
 DX4679  VERT ORDER  -  THIRD ? (See Below)
 DX4679
 DX4679.The horizontal coordinates were established by classical geodetic methods
 DX4679.and adjusted by the National Geodetic Survey in June 1996.
 DX4679.The horizontal coordinates are valid at the epoch date displayed above.
 DX4679.The epoch date for horizontal control is a decimal equivalence
 DX4679.of Year/Month/Day.
 DX4679
 DX4679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4679.The vertical order pertains to the NGVD 29 superseded value.
 DX4679
 DX4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4679
 DX4679.The geoid height was determined by GEOID03.
 DX4679
 DX4679;                    North         East     Units Scale Factor Converg.
 DX4679;SPC CA 6     -   698,915.918 1,851,560.843   MT  1.00001180   -0 52 56.8
 DX4679;SPC CA 6     - 2,293,026.64  6,074,662.53   sFT  1.00001180   -0 52 56.8
 DX4679;UTM  11      - 3,756,932.118   420,916.488   MT  0.99967710   -0 28 40.8
 DX4679
 DX4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4679!SPC CA 6     -   0.99995074  x   1.00001180  =   0.99996254
 DX4679!UTM  11      -   0.99995074  x   0.99967710  =   0.99962785
 DX4679
 DX4679:                Primary Azimuth Mark                     Grid Az
 DX4679:SPC CA 6     -  UNION AUX                                194 06 02.2
 DX4679:UTM  11      -  UNION AUX                                193 41 46.2
 DX4679
 DX4679|---------------------------------------------------------------------|
 DX4679| PID    Reference Object                     Distance      Geod. Az  |
 DX4679|                                                           dddmmss.s |
 DX4679| DX4684 UNION AUX                           APPROX. 2.4 KM 1931305.4 |
 DX4679|---------------------------------------------------------------------|
 DX4679
 DX4679                          SUPERSEDED SURVEY CONTROL
 DX4679
 DX4679  NAD 83(1986)-  33 56 59.68083(N)    117 51 21.06472(W) AD(1984.00) 2
 DX4679  NAD 27      -  33 56 59.63760(N)    117 51 17.85540(W) AD(       ) 2
 DX4679  NGVD 29 (07/19/86)  347.59   (m)         1140.4    (f) LEVELING    3  
 DX4679
 DX4679.Superseded values are not recommended for survey control.
 DX4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4679.See file dsdata.txt to determine how the superseded data were derived.
 DX4679
 DX4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2091656932(NAD 83)
 DX4679
 DX4679  HISTORY     - Date     Condition        Report By
 DX4679  HISTORY     - 1970     MONUMENTED       SHELL
 DX4679
 DX4679                          STATION DESCRIPTION
 DX4679
 DX4679'DESCRIBED BY SHELL OIL COMPANY 1970 (LL)
 DX4679'TO REACH THE STATION FROM THE INTERSECTION OF IMPERIAL HIGHWAY
 DX4679'AND BREA CANYON ROAD, PROCEED NORTHERLY ALONG BREA CANYON ROAD
 DX4679'2.2 MILES TO TONNER CANYON ROAD, TURN RIGHT AND GO 2.1 MILES TO
 DX4679'THE FIRESTONE BOY SCOUTS RESERVATION, CONTINUE ON ROAD 0.4 MILE
 DX4679'TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO UP THE HILL 0.55
 DX4679'MILE TO A BARBED WIRE GATE, GO THRU THE GATE 0.55 MILE TO THE
 DX4679'STATION SITE.  MONUMENT IS LOCATED UP THE FIREBREAK ON THE
 DX4679'RIGHT.
 DX4679'
 DX4679'A BRASS CAP SET IN CONCRETE STAMPED, SHELL COMPANY OF CALIFORNIA
 DX4679'TRIANGULATION STATION 7HL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2360 ***********************************************************************
 EW2360  DESIGNATION -  7 N 22 C OF LA
 EW2360  PID         -  EW2360
 EW2360  STATE/COUNTY-  CA/LOS ANGELES
 EW2360  USGS QUAD   -  VAN NUYS (1972)
 EW2360
 EW2360                         *CURRENT SURVEY CONTROL
 EW2360  ___________________________________________________________________
 EW2360* NAD 83(1986)-  34 13 59.     (N)    118 23 14.     (W)     SCALED    
 EW2360* NAVD 88     -       267.86   (+/-2cm)     878.8    (feet)  VERTCON   
 EW2360  ___________________________________________________________________
 EW2360  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2360  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2360
 EW2360.The horizontal coordinates were scaled from a topographic map and have
 EW2360.an estimated accuracy of +/- 6 seconds.
 EW2360
 EW2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2360.The vertical order pertains to the NGVD 29 superseded value.
 EW2360
 EW2360.The geoid height was determined by GEOID03.
 EW2360
 EW2360;                    North         East    Units  Estimated Accuracy
 EW2360;SPC CA 5     -   581,380.    1,964,330.      MT  (+/- 180 meters Scaled)
 EW2360
 EW2360                          SUPERSEDED SURVEY CONTROL
 EW2360
 EW2360  NGVD 29 (??/??/92)  267.067  (m)          876.20   (f) ADJ UNCH    1 1
 EW2360
 EW2360.Superseded values are not recommended for survey control.
 EW2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2360.See file dsdata.txt to determine how the superseded data were derived.
 EW2360
 EW2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT722888(NAD 83)
 EW2360_MARKER: DD = SURVEY DISK
 EW2360_SETTING: 0 = UNSPECIFIED SETTING
 EW2360_STAMPING: 7-N-22 1941
 EW2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2360
 EW2360  HISTORY     - Date     Condition        Report By
 EW2360  HISTORY     - 1941     MONUMENTED       CA1980
 EW2360  HISTORY     - 1968     GOOD             CA1980
 EW2360  HISTORY     - 1971     GOOD             CA1980
 EW2360
 EW2360                          STATION DESCRIPTION
 EW2360
 EW2360'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2360'IN LOS ANGELES.
 EW2360'STANDARD TRAVERSE MONUMENT B-8B, STAMPED 7-N-22 1941, IN SOUTHERN
 EW2360'PACIFIC RAILROAD RIGHT OF WAY IN SAN FERNANDO ROAD, ON THE
 EW2360'NORTHEASTERLY PRODUCTION OF THE CENTER LINE OF PEORIA STREET,
 EW2360'160.5 FEET SOUTHEAST OF A POINT AT NINETY DEGREES TO THE
 EW2360'CENTER LINE INTERSECTION OF LANKERSHIM BOULEVARD AND SAN
 EW2360'FERNANDO ROAD, SOUTHWEST ROADWAY, 40.0 FEET NORTHEAST OF THE
 EW2360'CENTER LINE AND 5 FEET NORTHEAST OF THE NORTH CURB LINE OF THE
 EW2360'SOUTHWEST ROADWAY OF SAN FERNANDO ROAD.
 EW2360
 EW2360                          STATION RECOVERY (1971)
 EW2360
 EW2360'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2406 ***********************************************************************
 HS2406  DESIGNATION -  7 NWW
 HS2406  PID         -  HS2406
 HS2406  STATE/COUNTY-  CA/STANISLAUS
 HS2406  USGS QUAD   -  NEWMAN (1978)
 HS2406
 HS2406                         *CURRENT SURVEY CONTROL
 HS2406  ___________________________________________________________________
 HS2406* NAD 83(1986)-  37 18 52.     (N)    121 01 30.     (W)     SCALED    
 HS2406* NAVD 88     -        27.63   (+/-2cm)      90.6    (feet)  VERTCON   
 HS2406  ___________________________________________________________________
 HS2406  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2406  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS2406
 HS2406.The horizontal coordinates were scaled from a topographic map and have
 HS2406.an estimated accuracy of +/- 6 seconds.
 HS2406
 HS2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2406.The vertical order pertains to the NGVD 29 superseded value.
 HS2406
 HS2406.The geoid height was determined by GEOID03.
 HS2406
 HS2406;                    North         East    Units  Estimated Accuracy
 HS2406;SPC CA 3     -   590,520.    1,953,460.      MT  (+/- 180 meters Scaled)
 HS2406
 HS2406                          SUPERSEDED SURVEY CONTROL
 HS2406
 HS2406  NGVD 29 (??/??/92)   26.88   (m)           88.2    (f) COMPUTED    1 2
 HS2406
 HS2406.Superseded values are not recommended for survey control.
 HS2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2406.See file dsdata.txt to determine how the superseded data were derived.
 HS2406
 HS2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG750315(NAD 83)
 HS2406_MARKER: R = RIVET
 HS2406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2406_SP_SET: WATER TANK BASE
 HS2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2406
 HS2406  HISTORY     - Date     Condition        Report By
 HS2406  HISTORY     - UNK      MONUMENTED       CA2390
 HS2406  HISTORY     - 1947     GOOD             NGS
 HS2406  HISTORY     - 1965     GOOD             NGS
 HS2406
 HS2406                          STATION DESCRIPTION
 HS2406
 HS2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HS2406'AT NEWMAN.
 HS2406'AT NEWMAN, AT THE INTERSECTION OF FRESINO STREET AND Q STREET,
 HS2406'AN IRON RIVET PAINTED WHITE IN THE TOP OF THE CONCRETE BASE
 HS2406'SUPPORTING THE SOUTHEAST LEG OF THE CITY WATER TANK, 0.9 FOOT
 HS2406'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE AND
 HS2406'ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- IN THE NORTHWEST QUARTER
 HS2406'OF SECTION 19, T7S, R9E.
 HS2406
 HS2406                          STATION RECOVERY (1965)
 HS2406
 HS2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2066 ***********************************************************************
 HS2066  DESIGNATION -  7 OID
 HS2066  PID         -  HS2066
 HS2066  STATE/COUNTY-  CA/STANISLAUS
 HS2066  USGS QUAD   -  KNIGHTS FERRY (1987)
 HS2066
 HS2066                         *CURRENT SURVEY CONTROL
 HS2066  ___________________________________________________________________
 HS2066* NAD 83(1986)-  37 47 14.     (N)    120 43 53.     (W)     SCALED    
 HS2066* NAVD 88     -        60.67   (+/-2cm)     199.0    (feet)  VERTCON   
 HS2066  ___________________________________________________________________
 HS2066  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HS2066  VERT ORDER  -  THIRD (See Below)
 HS2066
 HS2066.The horizontal coordinates were scaled from a topographic map and have
 HS2066.an estimated accuracy of +/- 6 seconds.
 HS2066
 HS2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2066.The vertical order pertains to the NGVD 29 superseded value.
 HS2066
 HS2066.The geoid height was determined by GEOID03.
 HS2066
 HS2066;                    North         East    Units  Estimated Accuracy
 HS2066;SPC CA 3     -   642,880.    1,979,620.      MT  (+/- 180 meters Scaled)
 HS2066
 HS2066                          SUPERSEDED SURVEY CONTROL
 HS2066
 HS2066  NGVD 29 (??/??/??)   59.90   (m)          196.5    (f) RESET       3  
 HS2066
 HS2066.Superseded values are not recommended for survey control.
 HS2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2066.See file dsdata.txt to determine how the superseded data were derived.
 HS2066
 HS2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG997846(NAD 83)
 HS2066_MARKER: B = BOLT
 HS2066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2066_SP_SET: CULVERT
 HS2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2066
 HS2066  HISTORY     - Date     Condition        Report By
 HS2066  HISTORY     - UNK      MONUMENTED       OID
 HS2066  HISTORY     - 1946     GOOD             NGS
 HS2066  HISTORY     - 1959     MARK NOT FOUND   USGS
 HS2066
 HS2066                          STATION DESCRIPTION
 HS2066
 HS2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 HS2066'6 MI SW FROM KNIGHTS FERRY.
 HS2066'0.8 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT KNIGHTS
 HS2066'FERRY, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY NO. 120, 6.5
 HS2066'MILES EAST ALONG STATE HIGHWAY NO. 120 FROM THE SOUTHERN PACIFIC
 HS2066'RAILROAD STATION AT OAKDALE, BOLT SET IN THE TOP AND ABOUT THE
 HS2066'CENTER OF THE NORTH CONCRETE HEADWALL OF CULVERT NO. 329+48, AND
 HS2066'ABOUT 2 FEET ABOVE THE HIGHWAY.  NOTE-- THE PREVIOUS REFERENCE
 HS2066'TO CULVERT 329+49 HAS BEEN FOUND TO BE 329+48.  NOTE-- THERE IS
 HS2066'EVIDENCE OF HIGHWAY WIDENING AND GRADING (USGS).
 HS2066
 HS2066                          STATION RECOVERY (1959)
 HS2066
 HS2066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HS2066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5422 ***********************************************************************
 DX5422  DESIGNATION -  7 OJA
 DX5422  PID         -  DX5422
 DX5422  STATE/COUNTY-  CA/RIVERSIDE
 DX5422  USGS QUAD   -  LAKEVIEW (1979)
 DX5422
 DX5422                         *CURRENT SURVEY CONTROL
 DX5422  ___________________________________________________________________
 DX5422* NAD 83(1986)-  33 48 48.     (N)    117 02 30.     (W)     SCALED    
 DX5422* NAVD 88     -       454.813  (meters)    1492.17   (feet)  ADJUSTED  
 DX5422  ___________________________________________________________________
 DX5422  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DX5422  DYNAMIC HT  -         454.283 (meters)    1490.43  (feet)  COMP
 DX5422  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 DX5422
 DX5422  VERT ORDER  -  FIRST     CLASS II
 DX5422
 DX5422.The horizontal coordinates were scaled from a topographic map and have
 DX5422.an estimated accuracy of +/- 6 seconds.
 DX5422
 DX5422.The orthometric height was determined by differential leveling
 DX5422.and adjusted in January 1993.
 DX5422
 DX5422.The geoid height was determined by GEOID03.
 DX5422
 DX5422.The dynamic height is computed by dividing the NAVD 88
 DX5422.geopotential number by the normal gravity value computed on the
 DX5422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5422.degrees latitude (g = 980.6199 gals.).
 DX5422
 DX5422.The modeled gravity was interpolated from observed gravity values.
 DX5422
 DX5422;                    North         East    Units  Estimated Accuracy
 DX5422;SPC CA 6     -   682,900.    1,926,700.      MT  (+/- 180 meters Scaled)
 DX5422
 DX5422                          SUPERSEDED SURVEY CONTROL
 DX5422
 DX5422.No superseded survey control is available for this station.
 DX5422
 DX5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT961414(NAD 83)
 DX5422_MARKER: DB = BENCH MARK DISK
 DX5422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5422_SP_SET: IN TOP OF HEADWALL
 DX5422_STAMPING: 7 OJA 1967
 DX5422_MARK LOGO: MWDSC 
 DX5422_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5422+STABILITY: SURFACE MOTION
 DX5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5422+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5422
 DX5422  HISTORY     - Date     Condition        Report By
 DX5422  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5422
 DX5422                          STATION DESCRIPTION
 DX5422
 DX5422'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5422'5.8 MILES (9.3 KM) NORTHWEST OF SAN JACINTO, 0.9 MILES (1.4 KM)
 DX5422'SOUTHWEST OF THE INTERSECTION OF WARREN ROAD AND THE RAMONA
 DX5422'EXPRESSWAY, 0.6 MILES (1.0 KM) NORTHWEST OF BENCH MARK 8 OJA, ON A
 DX5422'BRIDGE AND OVERCHUTE OF THE CASA LOMA CANAL, AT THE NORTHEAST CORNER
 DX5422'IN TOP OF THE HEADWALL, FOUND 3 INCH STANDARD BRASS MWD DISK, SET
 DX5422'FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5424 ***********************************************************************
 DX5424  DESIGNATION -  7 PCL
 DX5424  PID         -  DX5424
 DX5424  STATE/COUNTY-  CA/RIVERSIDE
 DX5424  USGS QUAD   -  LAKEVIEW (1979)
 DX5424
 DX5424                         *CURRENT SURVEY CONTROL
 DX5424  ___________________________________________________________________
 DX5424* NAD 83(1986)-  33 49 40.     (N)    117 03 02.     (W)     SCALED    
 DX5424* NAVD 88     -       454.158  (meters)    1490.02   (feet)  ADJUSTED  
 DX5424  ___________________________________________________________________
 DX5424  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DX5424  DYNAMIC HT  -         453.632 (meters)    1488.29  (feet)  COMP
 DX5424  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 DX5424
 DX5424  VERT ORDER  -  FIRST     CLASS II
 DX5424
 DX5424.The horizontal coordinates were scaled from a topographic map and have
 DX5424.an estimated accuracy of +/- 6 seconds.
 DX5424
 DX5424.The orthometric height was determined by differential leveling
 DX5424.and adjusted in January 1993.
 DX5424
 DX5424.The geoid height was determined by GEOID03.
 DX5424
 DX5424.The dynamic height is computed by dividing the NAVD 88
 DX5424.geopotential number by the normal gravity value computed on the
 DX5424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5424.degrees latitude (g = 980.6199 gals.).
 DX5424
 DX5424.The modeled gravity was interpolated from observed gravity values.
 DX5424
 DX5424;                    North         East    Units  Estimated Accuracy
 DX5424;SPC CA 6     -   684,510.    1,925,890.      MT  (+/- 180 meters Scaled)
 DX5424
 DX5424                          SUPERSEDED SURVEY CONTROL
 DX5424
 DX5424.No superseded survey control is available for this station.
 DX5424
 DX5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT953430(NAD 83)
 DX5424_MARKER: DD = SURVEY DISK
 DX5424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5424_SP_SET: TOP OF HEADWALL
 DX5424_STAMPING: 7 PCL 1967
 DX5424_MARK LOGO: MWDSC 
 DX5424_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5424+STABILITY: SURFACE MOTION
 DX5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5424+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5424
 DX5424  HISTORY     - Date     Condition        Report By
 DX5424  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5424  HISTORY     - 19921124 GOOD             MWDSC
 DX5424
 DX5424                          STATION DESCRIPTION
 DX5424
 DX5424'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5424'6.2 MILES (10.0 KM) NORTHWEST OF SAN JACINTO, 1 MILE (1.6 KM)
 DX5424'NORTHWEST OF THE INTERSECTION OF THE RAMONA EXPRESSWAY AND WARREN
 DX5424'ROAD, 0.5 MILES (0.8 KM) NORTHWEST FROM BENCH MARK 8 PCL, AT THE END
 DX5424'OF CASA LOMA CANAL, AT COLORADO RIVER AQUEDUCT, ON A STRUCTURE 130
 DX5424'FEET (39.6 M) NORTHWEST OF THE HEADWALL OF THE CASA LOMA CANAL, FOUND
 DX5424'3 INCH STANDARD BRASS MWD DISK IN TOP OF EAST WALL OF THE STRUCTURE,
 DX5424'SET FLUSH.
 DX5424
 DX5424                          STATION RECOVERY (1992)
 DX5424
 DX5424'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2185 ***********************************************************************
 EW2185  DESIGNATION -  7 R 20 C OF LA
 EW2185  PID         -  EW2185
 EW2185  STATE/COUNTY-  CA/LOS ANGELES
 EW2185  USGS QUAD   -  BURBANK (1994)
 EW2185
 EW2185                         *CURRENT SURVEY CONTROL
 EW2185  ___________________________________________________________________
 EW2185* NAD 83(1986)-  34 14 52.     (N)    118 17 18.     (W)     SCALED    
 EW2185* NAVD 88     -       522.697  (meters)    1714.88   (feet)  READJUSTED
 EW2185  ___________________________________________________________________
 EW2185  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 EW2185  DYNAMIC HT  -         522.110 (meters)    1712.96  (feet)  COMP
 EW2185  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 EW2185
 EW2185  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2185
 EW2185.The horizontal coordinates were scaled from a topographic map and have
 EW2185.an estimated accuracy of +/- 6 seconds.
 EW2185
 EW2185.The orthometric height was determined by differential leveling
 EW2185.and adjusted in September 2004.
 EW2185.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2185.distribution rate of 1.1 thru 2.0 mm/km.
 EW2185.The height was derived from older observations constrained to new
 EW2185.heights in a crustal motion area.  The height is approximate in
 EW2185.relation to other heights in its vicinity.
 EW2185
 EW2185.The geoid height was determined by GEOID03.
 EW2185
 EW2185.The dynamic height is computed by dividing the NAVD 88
 EW2185.geopotential number by the normal gravity value computed on the
 EW2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2185.degrees latitude (g = 980.6199 gals.).
 EW2185
 EW2185.The modeled gravity was interpolated from observed gravity values.
 EW2185
 EW2185;                    North         East    Units  Estimated Accuracy
 EW2185;SPC CA 5     -   582,990.    1,973,440.      MT  (+/- 180 meters Scaled)
 EW2185
 EW2185                          SUPERSEDED SURVEY CONTROL
 EW2185
 EW2185  NGVD 29 (??/??/92)  521.704  (m)         1711.62   (f) ADJ UNCH    1 1
 EW2185
 EW2185.Superseded values are not recommended for survey control.
 EW2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2185.See file dsdata.txt to determine how the superseded data were derived.
 EW2185
 EW2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813903(NAD 83)
 EW2185_MARKER: DE = TRAVERSE STATION DISK
 EW2185_SETTING: 0 = UNSPECIFIED SETTING
 EW2185_STAMPING: 7-R-20 1942
 EW2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2185
 EW2185  HISTORY     - Date     Condition        Report By
 EW2185  HISTORY     - 1942     MONUMENTED       CA1980
 EW2185  HISTORY     - 1968     GOOD             CA1980
 EW2185  HISTORY     - 1971     GOOD             CA1980
 EW2185
 EW2185                          STATION DESCRIPTION
 EW2185
 EW2185'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2185'IN LOS ANGELES.
 EW2185'STANDARD TRAVERSE MONUMENT LA CRESCENTA B-7B, STAMPED 7-R-20
 EW2185'1942, ON THE SOUTHERLY PRODUCTION OF THE CENTER LINE OF COMMERCE
 EW2185'AVENUE FROM THE NORTH, 48.45 FEET SOUTH OF THE CENTER LINE OF
 EW2185'FOOTHILL BOULEVARD.
 EW2185
 EW2185                          STATION RECOVERY (1971)
 EW2185
 EW2185'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2184 ***********************************************************************
 EW2184  DESIGNATION -  7 R 21 C OF LA
 EW2184  PID         -  EW2184
 EW2184  STATE/COUNTY-  CA/LOS ANGELES
 EW2184  USGS QUAD   -  BURBANK (1994)
 EW2184
 EW2184                         *CURRENT SURVEY CONTROL
 EW2184  ___________________________________________________________________
 EW2184* NAD 83(1986)-  34 14 52.     (N)    118 17 09.     (W)     SCALED    
 EW2184* NAVD 88     -       531.589  (meters)    1744.05   (feet)  READJUSTED
 EW2184  ___________________________________________________________________
 EW2184  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 EW2184  DYNAMIC HT  -         530.990 (meters)    1742.09  (feet)  COMP
 EW2184  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 EW2184
 EW2184  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2184
 EW2184.The horizontal coordinates were scaled from a topographic map and have
 EW2184.an estimated accuracy of +/- 6 seconds.
 EW2184
 EW2184.The orthometric height was determined by differential leveling
 EW2184.and adjusted in September 2004.
 EW2184.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2184.distribution rate of 1.1 thru 2.0 mm/km.
 EW2184.The height was derived from older observations constrained to new
 EW2184.heights in a crustal motion area.  The height is approximate in
 EW2184.relation to other heights in its vicinity.
 EW2184
 EW2184.The geoid height was determined by GEOID03.
 EW2184
 EW2184.The dynamic height is computed by dividing the NAVD 88
 EW2184.geopotential number by the normal gravity value computed on the
 EW2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2184.degrees latitude (g = 980.6199 gals.).
 EW2184
 EW2184.The modeled gravity was interpolated from observed gravity values.
 EW2184
 EW2184;                    North         East    Units  Estimated Accuracy
 EW2184;SPC CA 5     -   582,990.    1,973,670.      MT  (+/- 180 meters Scaled)
 EW2184
 EW2184                          SUPERSEDED SURVEY CONTROL
 EW2184
 EW2184  NGVD 29 (??/??/92)  530.596  (m)         1740.80   (f) ADJ UNCH    1 1
 EW2184
 EW2184.Superseded values are not recommended for survey control.
 EW2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2184.See file dsdata.txt to determine how the superseded data were derived.
 EW2184
 EW2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815903(NAD 83)
 EW2184_MARKER: DE = TRAVERSE STATION DISK
 EW2184_SETTING: 0 = UNSPECIFIED SETTING
 EW2184_STAMPING: 7-R-21 1942
 EW2184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2184
 EW2184  HISTORY     - Date     Condition        Report By
 EW2184  HISTORY     - 1942     MONUMENTED       CA1980
 EW2184  HISTORY     - 1968     GOOD             CA1980
 EW2184  HISTORY     - 1971     GOOD             CA1980
 EW2184
 EW2184                          STATION DESCRIPTION
 EW2184
 EW2184'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2184'IN LOS ANGELES.
 EW2184'STANDARD TRAVERSE MONUMENT LA CRESCENTA B-7C, STAMPED 7-R-21
 EW2184'1942, ON THE CENTER LINE OF FOOTHILL BOULEVARD, 176.39 FEET
 EW2184'WEST OF THE CENTER LINE OF PINEWOOD AVENUE FROM THE NORTH.
 EW2184
 EW2184                          STATION RECOVERY (1971)
 EW2184
 EW2184'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2169 ***********************************************************************
 EW2169  DESIGNATION -  7 R 24 C OF LA
 EW2169  PID         -  EW2169
 EW2169  STATE/COUNTY-  CA/LOS ANGELES
 EW2169  USGS QUAD   -  BURBANK (1994)
 EW2169
 EW2169                         *CURRENT SURVEY CONTROL
 EW2169  ___________________________________________________________________
 EW2169* NAD 83(1986)-  34 14 31.     (N)    118 16 11.     (W)     SCALED    
 EW2169* NAVD 88     -       564.754  (meters)    1852.86   (feet)  READJUSTED
 EW2169  ___________________________________________________________________
 EW2169  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2169  DYNAMIC HT  -         564.120 (meters)    1850.78  (feet)  COMP
 EW2169  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 EW2169
 EW2169  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2169
 EW2169.The horizontal coordinates were scaled from a topographic map and have
 EW2169.an estimated accuracy of +/- 6 seconds.
 EW2169
 EW2169.The orthometric height was determined by differential leveling
 EW2169.and adjusted in September 2004.
 EW2169.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2169.distribution rate of 1.1 thru 2.0 mm/km.
 EW2169.The height was derived from older observations constrained to new
 EW2169.heights in a crustal motion area.  The height is approximate in
 EW2169.relation to other heights in its vicinity.
 EW2169
 EW2169.The geoid height was determined by GEOID03.
 EW2169
 EW2169.The dynamic height is computed by dividing the NAVD 88
 EW2169.geopotential number by the normal gravity value computed on the
 EW2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2169.degrees latitude (g = 980.6199 gals.).
 EW2169
 EW2169.The modeled gravity was interpolated from observed gravity values.
 EW2169
 EW2169;                    North         East    Units  Estimated Accuracy
 EW2169;SPC CA 5     -   582,330.    1,975,150.      MT  (+/- 180 meters Scaled)
 EW2169
 EW2169                          SUPERSEDED SURVEY CONTROL
 EW2169
 EW2169  NGVD 29 (??/??/92)  563.664  (m)         1849.29   (f) ADJ UNCH    1 1
 EW2169
 EW2169.Superseded values are not recommended for survey control.
 EW2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2169.See file dsdata.txt to determine how the superseded data were derived.
 EW2169
 EW2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT830897(NAD 83)
 EW2169_MARKER: DE = TRAVERSE STATION DISK
 EW2169_SETTING: 0 = UNSPECIFIED SETTING
 EW2169_STAMPING: 7-R-24 1942
 EW2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2169
 EW2169  HISTORY     - Date     Condition        Report By
 EW2169  HISTORY     - 1942     MONUMENTED       CA1980
 EW2169  HISTORY     - 1968     GOOD             CA1980
 EW2169  HISTORY     - 1971     GOOD             CA1980
 EW2169
 EW2169                          STATION DESCRIPTION
 EW2169
 EW2169'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2169'IN LOS ANGELES.
 EW2169'STANDARD TRAVERSE MONUMENT LA CRESCENTA D-7G, STAMPED 7-R-24
 EW2169'1942, ON THE CENTER LINE OF FOOTHILL BOULEVARD, 395.3 FEET
 EW2169'EAST OF THE CENTER LINE OF PALI AVENUE, 128 FEET WEST OF THE
 EW2169'PROLONGATION OF THE WEST CURB LINE OF AMANITA AVENUE.
 EW2169
 EW2169                          STATION RECOVERY (1971)
 EW2169
 EW2169'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1794 ***********************************************************************
 JS1794  DESIGNATION -  7 RESET
 JS1794  PID         -  JS1794
 JS1794  STATE/COUNTY-  CA/SACRAMENTO
 JS1794  USGS QUAD   -  RIO VISTA (1993)
 JS1794
 JS1794                         *CURRENT SURVEY CONTROL
 JS1794  ___________________________________________________________________
 JS1794* NAD 83(1986)-  38 08 31.     (N)    121 41 04.     (W)     SCALED    
 JS1794* NAVD 88     -         2.70   (+/-2cm)       8.9    (feet)  VERTCON   
 JS1794  ___________________________________________________________________
 JS1794  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 JS1794  VERT ORDER  -  THIRD (See Below)
 JS1794
 JS1794.The horizontal coordinates were scaled from a topographic map and have
 JS1794.an estimated accuracy of +/- 6 seconds.
 JS1794
 JS1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1794.The vertical order pertains to the NGVD 29 superseded value.
 JS1794
 JS1794.The geoid height was determined by GEOID03.
 JS1794
 JS1794;                    North         East    Units  Estimated Accuracy
 JS1794;SPC CA 2     -   552,810.    2,027,660.      MT  (+/- 180 meters Scaled)
 JS1794
 JS1794                          SUPERSEDED SURVEY CONTROL
 JS1794
 JS1794  NGVD 29 (??/??/??)    1.96   (m)            6.4    (f) RESET       3  
 JS1794
 JS1794.Superseded values are not recommended for survey control.
 JS1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1794.See file dsdata.txt to determine how the superseded data were derived.
 JS1794
 JS1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH152223(NAD 83)
 JS1794_MARKER: P = PIPE CAP
 JS1794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1794_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1794_STAMPING: 7 (USE) RESET 1952
 JS1794_MARK LOGO: USE   
 JS1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1794
 JS1794  HISTORY     - Date     Condition        Report By
 JS1794  HISTORY     - 1952     MONUMENTED       DOD
 JS1794  HISTORY     - 1966     GOOD             CGS
 JS1794
 JS1794                          STATION DESCRIPTION
 JS1794
 JS1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JS1794'1 MI S FROM RIO VISTA.
 JS1794'1.0 MILE SOUTH ALONG STATE HIGHWAY 160 FROM THE SOUTHEAST END
 JS1794'OF THE RIO VISTA BRIDGE OVER THE SACRAMENTO RIVER AT RIO VISTA,
 JS1794'IN R3E T4N, AT THE JUNCTION OF A DRIVEWAY EAST TO THE CIRCLE
 JS1794'S RANCH, AT AN OLD WHITE HOUSE, AT THE BASE OF THE EAST SIDE OF A
 JS1794'LEVEE, 61 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 49
 JS1794'FEET WEST OF A 36-INCH ENGLISH WALNUT TREE, 37 FEET SOUTH OF THE
 JS1794'CENTER LINE OF THE DRIVEWAY, 3.4 FEET SOUTH OF THE SOUTHEAST
 JS1794'CORNER OF AN OLD SHED, 1.7 FEET EAST OF THE EAST END OF THE
 JS1794'HOUSE, ABOUT 12 FEET LOWER THAN THE HIGHWAY, AND SCREWED ON THE
 JS1794'TOP OF A 3-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0778 ***********************************************************************
 JT0778  DESIGNATION -  7 RESET 1974
 JT0778  PID         -  JT0778
 JT0778  STATE/COUNTY-  CA/MARIN
 JT0778  USGS QUAD   -  PETALUMA RIVER (1980)
 JT0778
 JT0778                         *CURRENT SURVEY CONTROL
 JT0778  ___________________________________________________________________
 JT0778* NAD 83(1986)-  38 09 20.     (N)    122 33 53.     (W)     SCALED    
 JT0778* NAVD 88     -         2.50   (+/-2cm)       8.2    (feet)  VERTCON   
 JT0778  ___________________________________________________________________
 JT0778  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JT0778  VERT ORDER  -  THIRD (See Below)
 JT0778
 JT0778.The horizontal coordinates were scaled from a topographic map and have
 JT0778.an estimated accuracy of +/- 6 seconds.
 JT0778
 JT0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0778.The vertical order pertains to the NGVD 29 superseded value.
 JT0778
 JT0778.The geoid height was determined by GEOID03.
 JT0778
 JT0778;                    North         East    Units  Estimated Accuracy
 JT0778;SPC CA 3     -   685,730.    1,819,060.      MT  (+/- 180 meters Scaled)
 JT0778
 JT0778                          SUPERSEDED SURVEY CONTROL
 JT0778
 JT0778  NGVD 29 (08/19/04)    1.68   (m)            5.5    (f) RESET       3  
 JT0778
 JT0778.Superseded values are not recommended for survey control.
 JT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0778.See file dsdata.txt to determine how the superseded data were derived.
 JT0778
 JT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH381231(NAD 83)
 JT0778_MARKER: DD = SURVEY DISK
 JT0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0778_SP_SET: WALL
 JT0778_STAMPING: 7 (USGS) RESET 1974
 JT0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JT0778+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 JT0778
 JT0778  HISTORY     - Date     Condition        Report By
 JT0778  HISTORY     - 1974     MONUMENTED       CADT
 JT0778  HISTORY     - 1975     GOOD             USGS
 JT0778  HISTORY     - 1984     GOOD             USPSQD
 JT0778  HISTORY     - 20031028 GOOD             INDIV
 JT0778
 JT0778                          STATION DESCRIPTION
 JT0778
 JT0778'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 JT0778'3.5 MI N FROM NOVATO.
 JT0778'3.5 MILES NORTH ALONG THE NORTHWESTERN PACIFIC CO. RAILROAD
 JT0778'FROM THE STATION AT NOVATO, 250 FEET NORTH OF THE BURDELL SIDING
 JT0778'SIGN, 30 FEET NORTHERLY OF A METAL SHED, SET IN NORTHWESTERLY
 JT0778'CORNER OF A WING WALL WHICH SUPPORTS A HYDRAULIC TRAIN DERAILER.
 JT0778
 JT0778                          STATION RECOVERY (1984)
 JT0778
 JT0778'RECOVERY NOTE BY US POWER SQUADRON 1984
 JT0778'3.7 MILES NORTH OF NOVATO, CA. 10 RAILS SOUTH TO RV 200 15 RAILS
 JT0778'NORTH OF ROAD CROSSING. 11' SOUTHWEST OF SUTHWEST SIDING RAIL, 24'
 JT0778'NORTHWEST OF WEIGH HOUSE. IN CONCRETE WALL 1' BELOW RAIL.
 JT0778
 JT0778                          STATION RECOVERY (2003)
 JT0778
 JT0778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JCH)
 JT0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4258 ***********************************************************************
 AA4258  DESIGNATION -  7 RS 406
 AA4258  PID         -  AA4258
 AA4258  STATE/COUNTY-  CA/STANISLAUS
 AA4258  USGS QUAD   -  LA GRANGE (1987)
 AA4258
 AA4258                         *CURRENT SURVEY CONTROL
 AA4258  ___________________________________________________________________
 AA4258* NAD 83(2007)-  37 40 52.29431(N)    120 28 10.06428(W)     ADJUSTED  
 AA4258* NAVD 88     -       124.5    (meters)     408.     (feet)  GPS OBS   
 AA4258  ___________________________________________________________________
 AA4258  EPOCH DATE  -        2007.00
 AA4258  X           -  -2,562,884.922 (meters)                     COMP
 AA4258  Y           -  -4,356,222.811 (meters)                     COMP
 AA4258  Z           -   3,877,556.969 (meters)                     COMP
 AA4258  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 AA4258  ELLIP HEIGHT-          94.275 (meters)          (02/10/07) ADJUSTED
 AA4258  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AA4258
 AA4258  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA4258  Type    PID    Designation                      North   East  Ellip
 AA4258  -------------------------------------------------------------------
 AA4258  NETWORK AA4258 7 RS 406                          0.43   0.74   4.00
 AA4258  -------------------------------------------------------------------
 AA4258
 AA4258.The horizontal coordinates were established by GPS observations
 AA4258.and adjusted by the National Geodetic Survey in February 2007.
 AA4258
 AA4258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA4258.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA4258.The horizontal coordinates are valid at the epoch date displayed above.
 AA4258.The epoch date for horizontal control is a decimal equivalence
 AA4258.of Year/Month/Day.
 AA4258
 AA4258.The orthometric height was determined by GPS observations and a
 AA4258.high-resolution geoid model.
 AA4258
 AA4258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4258
 AA4258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4258
 AA4258.The ellipsoidal height was determined by GPS observations
 AA4258.and is referenced to NAD 83.
 AA4258
 AA4258.The geoid height was determined by GEOID03.
 AA4258
 AA4258;                    North         East     Units Scale Factor Converg.
 AA4258;SPC CA 3     -   631,090.112 2,002,693.582   MT  0.99992992   +0 01 07.3
 AA4258;SPC CA 3     - 2,070,501.48  6,570,503.86   sFT  0.99992992   +0 01 07.3
 AA4258;UTM  10      - 4,173,457.027   723,151.325   MT  1.00021339   +1 32 50.9
 AA4258
 AA4258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4258!SPC CA 3     -   0.99998521  x   0.99992992  =   0.99991513
 AA4258!UTM  10      -   0.99998521  x   1.00021339  =   1.00019859
 AA4258
 AA4258                          SUPERSEDED SURVEY CONTROL
 AA4258
 AA4258  NAD 83(1992)-  37 40 52.28944(N)    120 28 10.05955(W) AD(1991.35) 1
 AA4258  ELLIP H (10/14/94)   94.386  (m)                       GP(1991.35) 4 2
 AA4258
 AA4258.Superseded values are not recommended for survey control.
 AA4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4258.See file dsdata.txt to determine how the superseded data were derived.
 AA4258
 AA4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG2315173457(NAD 83)
 AA4258_MARKER: DB = BENCH MARK DISK
 AA4258_SETTING: 66 = SET IN ROCK OUTCROP
 AA4258_STAMPING: 7 RS 406 1940
 AA4258_MARK LOGO: USGS  
 AA4258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4258+STABILITY: POSITION/ELEVATION WELL
 AA4258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4258+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1993
 AA4258
 AA4258  HISTORY     - Date     Condition        Report By
 AA4258  HISTORY     - 1940     MONUMENTED       USGS
 AA4258  HISTORY     - 19931118 GOOD             CADT
 AA4258  HISTORY     - 19931231 GOOD             CADT
 AA4258
 AA4258                          STATION DESCRIPTION
 AA4258
 AA4258'DESCRIBED BY CALTRANS 1993 (PDG)
 AA4258'TEXT SUPERSEDED BY LATER RECOVERY.
 AA4258
 AA4258                          STATION RECOVERY (1993)
 AA4258
 AA4258'RECOVERY NOTE BY CALTRANS 1993 (DBS)
 AA4258'THE STATION IS LOCATED NEAR THE INTERSECTION OF LA GRANGE AND
 AA4258'COOPERSTOWN ROADS, ABOUT 23 MI (37.0 KM) NORTHWEST OF THE CITY OF
 AA4258'TURLOCK, ABOUT 17 MI (27.4 KM) EAST-NORTHEAST OF WATERFORD AND ABOUT 2
 AA4258'MI (3.2 KM) NORTHWEST OF THE COMMUNITY OF LA GRANGE.
 AA4258' 
 AA4258'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 132 AND
 AA4258'HICKHAM ROAD TO THE SOUTH AND F STREET (COUNTY ROAD J9) TO THE NORTH
 AA4258'IN WATERFORD, GO EAST ON HIGHWAY 132 FOR 7.9 MI (12.7 KM) TO A SIDE
 AA4258'ROAD RIGHT, ROBERTS FERRY ROAD. CONTINUE NORTHEASTERLY ON HIGHWAY 132
 AA4258'FOR 7.7 MI (12.4 KM) TO THE BRIDGE (NO. 38-154) OVER THE TUOLUMNE
 AA4258'RIVER. CONTINUE NORTHEASTERLY ON HIGHWAY 132 FOR 1.9 MI (3.1 KM) TO
 AA4258'THE INTERSECTION OF LA GRANGE ROAD. TURN LEFT AND GO NORTH ON LA
 AA4258'GRANGE ROAD FOR 1.5 MI (2.4 KM) TO A SIDE ROAD LEFT, COOPERSTOWN ROAD.
 AA4258'TURN LEFT AND GO WEST ON COOPERSTOWN ROAD FOR ABOUT 275 FT (83.8 M) TO
 AA4258'THE END OF PAVEMENT AND THE STATION ON THE LEFT.
 AA4258' 
 AA4258'THE STATION IS A DISK SET IN A 3.0 FT (0.9 M) BY 3.0 FT (0.9 M) ROCK
 AA4258'OUTCROP ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND. IT IS 52.3 FT (15.9 M)
 AA4258'SOUTH OF THE CENTERLINE OF COOPERSTOWN ROAD, 23.5 FT (7.2 M) SOUTH OF
 AA4258'A BARBED WIRE FENCE, 12.3 FT (3.7 M) SOUTH OF A COPPER PIN AND TAG
 AA4258'(STAMPED USGS BENCH MARK) ON A 1.5 FT (0.5 M) BY 3.0 FT (0.9 M) ROCK
 AA4258'OUTCROP ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND, AND 6.2 FT (1.9 M) EAST
 AA4258'OF A CARSONITE WITNESS POST.
 AA4258' 
 AA4258'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 AA4258'SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2166 ***********************************************************************
 EW2166  DESIGNATION -  7 S 20 C OF LA
 EW2166  PID         -  EW2166
 EW2166  STATE/COUNTY-  CA/LOS ANGELES
 EW2166  USGS QUAD   -  BURBANK (1994)
 EW2166
 EW2166                         *CURRENT SURVEY CONTROL
 EW2166  ___________________________________________________________________
 EW2166* NAD 83(1986)-  34 14 23.     (N)    118 15 57.     (W)     SCALED    
 EW2166* NAVD 88     -       559.154  (meters)    1834.49   (feet)  READJUSTED
 EW2166  ___________________________________________________________________
 EW2166  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EW2166  DYNAMIC HT  -         558.530 (meters)    1832.44  (feet)  COMP
 EW2166  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 EW2166
 EW2166  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW2166
 EW2166.The horizontal coordinates were scaled from a topographic map and have
 EW2166.an estimated accuracy of +/- 6 seconds.
 EW2166
 EW2166.The orthometric height was determined by differential leveling
 EW2166.and adjusted in September 2004.
 EW2166.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW2166.distribution rate of 1.1 thru 2.0 mm/km.
 EW2166.The height was derived from older observations constrained to new
 EW2166.heights in a crustal motion area.  The height is approximate in
 EW2166.relation to other heights in its vicinity.
 EW2166
 EW2166.The geoid height was determined by GEOID03.
 EW2166
 EW2166.The dynamic height is computed by dividing the NAVD 88
 EW2166.geopotential number by the normal gravity value computed on the
 EW2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2166.degrees latitude (g = 980.6199 gals.).
 EW2166
 EW2166.The modeled gravity was interpolated from observed gravity values.
 EW2166
 EW2166;                    North         East    Units  Estimated Accuracy
 EW2166;SPC CA 5     -   582,090.    1,975,510.      MT  (+/- 180 meters Scaled)
 EW2166
 EW2166                          SUPERSEDED SURVEY CONTROL
 EW2166
 EW2166  NGVD 29 (??/??/92)  558.065  (m)         1830.92   (f) ADJ UNCH    1 1
 EW2166
 EW2166.Superseded values are not recommended for survey control.
 EW2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2166.See file dsdata.txt to determine how the superseded data were derived.
 EW2166
 EW2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT834894(NAD 83)
 EW2166_MARKER: DE = TRAVERSE STATION DISK
 EW2166_SETTING: 0 = UNSPECIFIED SETTING
 EW2166_STAMPING: 7-S-20 1942
 EW2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2166
 EW2166  HISTORY     - Date     Condition        Report By
 EW2166  HISTORY     - 1942     MONUMENTED       CA1980
 EW2166  HISTORY     - 1968     GOOD             CA1980
 EW2166  HISTORY     - 1971     GOOD             CA1980
 EW2166
 EW2166                          STATION DESCRIPTION
 EW2166
 EW2166'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2166'IN GLENDALE.
 EW2166'STANDARD TRAVERSE MONUMENT LA CRESCENTA E-8E, STAMPED 7-S-20
 EW2166'1942, 10 FEET WEST OF THE CENTER LINE OF LOWELL AVENUE FROM
 EW2166'THE SOUTH.
 EW2166
 EW2166                          STATION RECOVERY (1971)
 EW2166
 EW2166'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0289 ***********************************************************************
 DZ0289  DESIGNATION -  7 SBCS
 DZ0289  PID         -  DZ0289
 DZ0289  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0289  USGS QUAD   -  SANTA YNEZ (1978)
 DZ0289
 DZ0289                         *CURRENT SURVEY CONTROL
 DZ0289  ___________________________________________________________________
 DZ0289* NAD 83(1986)-  34 36 29.     (N)    120 04 25.     (W)     SCALED    
 DZ0289* NAVD 88     -       203.62   (+/-2cm)     668.0    (feet)  VERTCON   
 DZ0289  ___________________________________________________________________
 DZ0289  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DZ0289  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0289
 DZ0289.This mark is at Santa Ynez Airport (IZA)
 DZ0289
 DZ0289.The horizontal coordinates were scaled from a topographic map and have
 DZ0289.an estimated accuracy of +/- 6 seconds.
 DZ0289
 DZ0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0289.The vertical order pertains to the NGVD 29 superseded value.
 DZ0289
 DZ0289.The geoid height was determined by GEOID03.
 DZ0289
 DZ0289;                    North         East    Units  Estimated Accuracy
 DZ0289;SPC CA 5     -   624,870.    1,809,830.      MT  (+/- 180 meters Scaled)
 DZ0289
 DZ0289                          SUPERSEDED SURVEY CONTROL
 DZ0289
 DZ0289  NGVD 29 (??/??/92)  202.838  (m)          665.48   (f) ADJ UNCH    1 2
 DZ0289
 DZ0289.Superseded values are not recommended for survey control.
 DZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0289.See file dsdata.txt to determine how the superseded data were derived.
 DZ0289
 DZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD683334(NAD 83)
 DZ0289_MARKER: DD = SURVEY DISK
 DZ0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DZ0289_SP_SET: BUILDING
 DZ0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DZ0289
 DZ0289  HISTORY     - Date     Condition        Report By
 DZ0289  HISTORY     - UNK      MONUMENTED       CA-083
 DZ0289  HISTORY     - 1960     GOOD             NGS
 DZ0289  HISTORY     - 1970     GOOD             DOD
 DZ0289
 DZ0289                          STATION DESCRIPTION
 DZ0289
 DZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DZ0289'1.4 MI SE FROM SANTA YNEZ.
 DZ0289'0.85 MILE EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT
 DZ0289'SANTA YNEZ, THENCE 0.5 MILE SOUTH AND WEST ALONG AN ASPHALT
 DZ0289'ROAD TO AIRPORT ADMINISTRATION BUILDING.  THE MARK IS ABOUT 200
 DZ0289'YARDS WEST-NORTHWEST FROM THIS BUILDING, 200 FEET NORTHEAST OF
 DZ0289'NORTHEAST CORNER OF THE EASTERLY OF TWO NEW HANGARS, 18 FEET
 DZ0289'NORTH OF A FENCE AND 1 FOOT NORTHEAST OF A POWER LINE POLE.
 DZ0289
 DZ0289                          STATION RECOVERY (1970)
 DZ0289
 DZ0289'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970
 DZ0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1846 ***********************************************************************
 DY1846  DESIGNATION -  7 UOCO
 DY1846  PID         -  DY1846
 DY1846  STATE/COUNTY-  CA/LOS ANGELES
 DY1846  USGS QUAD   -  TORRANCE (1981)
 DY1846
 DY1846                         *CURRENT SURVEY CONTROL
 DY1846  ___________________________________________________________________
 DY1846* NAD 83(1986)-  33 46 00.     (N)    118 16 50.     (W)     SCALED    
 DY1846* NAVD 88     -         4.36   (+/-2cm)      14.3    (feet)  VERTCON   
 DY1846  ___________________________________________________________________
 DY1846  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1846  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1846
 DY1846.The horizontal coordinates were scaled from a topographic map and have
 DY1846.an estimated accuracy of +/- 6 seconds.
 DY1846
 DY1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1846.The vertical order pertains to the NGVD 29 superseded value.
 DY1846
 DY1846.The geoid height was determined by GEOID03.
 DY1846
 DY1846;                    North         East    Units  Estimated Accuracy
 DY1846;SPC CA 5     -   529,620.    1,974,010.      MT  (+/- 180 meters Scaled)
 DY1846
 DY1846                          SUPERSEDED SURVEY CONTROL
 DY1846
 DY1846  NGVD 29 (??/??/92)    3.59   (m)           11.8    (f) COMPUTED    1 2
 DY1846
 DY1846.Superseded values are not recommended for survey control.
 DY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1846.See file dsdata.txt to determine how the superseded data were derived.
 DY1846
 DY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814370(NAD 83)
 DY1846_MARKER: DD = SURVEY DISK
 DY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1846_STAMPING: 7
 DY1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1846+STABILITY: SURFACE MOTION
 DY1846
 DY1846  HISTORY     - Date     Condition        Report By
 DY1846  HISTORY     - UNK      MONUMENTED       UOCO
 DY1846  HISTORY     - 1964     GOOD             NGS
 DY1846  HISTORY     - 1968     GOOD             UOCO
 DY1846
 DY1846                          STATION DESCRIPTION
 DY1846
 DY1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1846'AT WILMINGTON.
 DY1846'AT WILMINGTON, 0.3 MILE SOUTHWEST ALONG WILMINGTON-SAN PEDRO
 DY1846'ROAD FROM THE JUNCTION OF B STREET, AT WEST BASIN, LOS ANGELES
 DY1846'HARBOR, 0.2 MILE NORTH OF THE ENTRANCE TO WESTOIL TERMINAL
 DY1846'COMPANY, ALONG THE PACIFIC ELECTRIC RAILWAY TRACK, 36 FEET EAST
 DY1846'OF THE EAST CURB OF THE ROAD, 73.5 FEET SOUTH OF A JOG IN A
 DY1846'MESH-WIRE FENCE, 9.7 FEET EAST OF THE EAST RAIL, 0.5 FOOT WEST
 DY1846'OF THE FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DY1846'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DY1846
 DY1846                          STATION RECOVERY (1968)
 DY1846
 DY1846'RECOVERY NOTE BY UNION OIL COMPANY 1968
 DY1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0584 ***********************************************************************
 FU0584  DESIGNATION -  7 USBR
 FU0584  PID         -  FU0584
 FU0584  STATE/COUNTY-  CA/KERN
 FU0584  USGS QUAD   -  FAMOSO (1968)
 FU0584
 FU0584                         *CURRENT SURVEY CONTROL
 FU0584  ___________________________________________________________________
 FU0584* NAD 83(1986)-  35 36 08.     (N)    119 14 21.     (W)     SCALED    
 FU0584* NAVD 88     -       122.44   (+/-2cm)     401.7    (feet)  VERTCON   
 FU0584  ___________________________________________________________________
 FU0584  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 FU0584  VERT ORDER  -  THIRD (See Below)
 FU0584
 FU0584.The horizontal coordinates were scaled from a topographic map and have
 FU0584.an estimated accuracy of +/- 6 seconds.
 FU0584
 FU0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0584.The vertical order pertains to the NGVD 29 superseded value.
 FU0584
 FU0584.The geoid height was determined by GEOID03.
 FU0584
 FU0584;                    North         East    Units  Estimated Accuracy
 FU0584;SPC CA 5     -   733,890.    1,887,710.      MT  (+/- 180 meters Scaled)
 FU0584
 FU0584                          SUPERSEDED SURVEY CONTROL
 FU0584
 FU0584  NGVD 29 (??/??/??)  121.63   (m)          399.0    (f) RESET       3  
 FU0584
 FU0584.Superseded values are not recommended for survey control.
 FU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0584.See file dsdata.txt to determine how the superseded data were derived.
 FU0584
 FU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV971421(NAD 83)
 FU0584_MARKER: DB = BENCH MARK DISK
 FU0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FU0584_SP_SET: BRIDGE
 FU0584_STAMPING: NO 7
 FU0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FU0584
 FU0584  HISTORY     - Date     Condition        Report By
 FU0584  HISTORY     - UNK      MONUMENTED       CGS
 FU0584  HISTORY     - 1953     GOOD             NGS
 FU0584  HISTORY     - 1970     GOOD             NGS
 FU0584
 FU0584                          STATION DESCRIPTION
 FU0584
 FU0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0584'2.0 MI W FROM FAMOSO.
 FU0584'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FU0584'THE STATION AT FAMOSO, THENCE 0.1 MILE WEST ALONG FAMOSO-WOODY
 FU0584'ROAD, THENCE 1.6 MILES WEST ALONG U.S. HIGHWAY 466, AT BRIDGE
 FU0584'B.S. 131.35 OVER THE FRIANT-KERN CANAL, IN THE TOP OF THE WEST
 FU0584'END OF THE SOUTH CONCRETE GUARDRAIL, 18.5 FEET SOUTH OF THE
 FU0584'CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF THE WEST END OF
 FU0584'THE BRIDGE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FU0584
 FU0584                          STATION RECOVERY (1970)
 FU0584
 FU0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0406 ***********************************************************************
 HS0406  DESIGNATION -  7.08 EBMUD
 HS0406  PID         -  HS0406
 HS0406  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0406  USGS QUAD   -  HOLT (1994)
 HS0406
 HS0406                         *CURRENT SURVEY CONTROL
 HS0406  ___________________________________________________________________
 HS0406* NAD 83(1986)-  37 56 02.     (N)    121 25 19.     (W)     SCALED    
 HS0406* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 HS0406  ___________________________________________________________________
 HS0406  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0406  VERT ORDER  -  THIRD (See Below)
 HS0406
 HS0406.The horizontal coordinates were scaled from a topographic map and have
 HS0406.an estimated accuracy of +/- 6 seconds.
 HS0406
 HS0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0406.The vertical order pertains to the NGVD 29 superseded value.
 HS0406
 HS0406.The geoid height was determined by GEOID03.
 HS0406
 HS0406;                    North         East    Units  Estimated Accuracy
 HS0406;SPC CA 3     -   659,530.    1,918,960.      MT  (+/- 180 meters Scaled)
 HS0406
 HS0406                          SUPERSEDED SURVEY CONTROL
 HS0406
 HS0406  NGVD 29 (??/??/??)    2.11   (m)            6.9    (f) RESET       3  
 HS0406
 HS0406.Superseded values are not recommended for survey control.
 HS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0406.See file dsdata.txt to determine how the superseded data were derived.
 HS0406
 HS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG386996(NAD 83)
 HS0406_MARKER: DD = SURVEY DISK
 HS0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0406_SP_SET: CONCRETE COLLAR
 HS0406_STAMPING: STA P 2131+86.56 ELEV 7.08
 HS0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0406
 HS0406  HISTORY     - Date     Condition        Report By
 HS0406  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0406  HISTORY     - 1951     GOOD             NGS
 HS0406  HISTORY     - 1967     GOOD             NGS
 HS0406
 HS0406                          STATION DESCRIPTION
 HS0406
 HS0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0406'0.4 MI E FROM HOLT.
 HS0406'0.4 MILES EAST ALONG THE AT AND SF RAILROAD FROM THE STATION AT
 HS0406'HOLT, ABOUT 60 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE
 HS0406'NO. A 1129 OVER HOLT ROAD, ALONG THE MORE NORTHERLY OF TWIN EAST
 HS0406'BAY MUNICIPAL UTILITY DISTRICT 60-INCH PIPES, IN THE TOP OF THE
 HS0406'APPROXIMATE CENTER OF THE FIRST CONCRETE COLLAR EAST OF CONCRETE
 HS0406'BOX MANHOLE NO. 119, 25.7 FEET WEST OF THE CENTER OF A PIPE WHICH
 HS0406'JOINS THE TWO MAIN PIPES, 23 FEET WEST OF AN 8-INCH WALNUT TREE
 HS0406'BETWEEN THE TWO MAIN PIPES, 2.5 FEET EAST EDGE OF THE MANHOLE, AND
 HS0406'SET ABOUT 3 1/2-FEET LOWER THAN THE TRACKS.
 HS0406
 HS0406                          STATION RECOVERY (1967)
 HS0406
 HS0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9134 ***********************************************************************
 EW9134  DESIGNATION -  7.3 B CADWR
 EW9134  PID         -  EW9134
 EW9134  STATE/COUNTY-  CA/LOS ANGELES
 EW9134  USGS QUAD   -  LEBEC (1991)
 EW9134
 EW9134                         *CURRENT SURVEY CONTROL
 EW9134  ___________________________________________________________________
 EW9134* NAD 83(1986)-  34 46 01.     (N)    118 46 43.     (W)     SCALED    
 EW9134* NAVD 88     -      1008.787  (meters)    3309.66   (feet)  READJUSTED
 EW9134  ___________________________________________________________________
 EW9134  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 EW9134  DYNAMIC HT  -        1007.590 (meters)    3305.73  (feet)  COMP
 EW9134  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 EW9134
 EW9134  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9134
 EW9134.The horizontal coordinates were scaled from a topographic map and have
 EW9134.an estimated accuracy of +/- 6 seconds.
 EW9134
 EW9134.The orthometric height was determined by differential leveling
 EW9134.and adjusted in February 1993.
 EW9134.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9134.distribution rate of 0.0 thru 1.0 mm/km.
 EW9134.The height was derived from older observations constrained to new
 EW9134.heights in a crustal motion area.  The height is approximate in
 EW9134.relation to other heights in its vicinity.
 EW9134
 EW9134.The geoid height was determined by GEOID03.
 EW9134
 EW9134.The dynamic height is computed by dividing the NAVD 88
 EW9134.geopotential number by the normal gravity value computed on the
 EW9134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9134.degrees latitude (g = 980.6199 gals.).
 EW9134
 EW9134.The modeled gravity was interpolated from observed gravity values.
 EW9134
 EW9134;                    North         East    Units  Estimated Accuracy
 EW9134;SPC CA 5     -   640,810.    1,928,730.      MT  (+/- 180 meters Scaled)
 EW9134
 EW9134                          SUPERSEDED SURVEY CONTROL
 EW9134
 EW9134  NGVD 29 (??/??/92) 1007.889  (m)         3306.72   (f) ADJ UNCH    1 1
 EW9134
 EW9134.Superseded values are not recommended for survey control.
 EW9134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9134.See file dsdata.txt to determine how the superseded data were derived.
 EW9134
 EW9134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU372486(NAD 83)
 EW9134_MARKER: DD = SURVEY DISK
 EW9134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9134_SP_SET: CONCRETE LINING
 EW9134_STAMPING: MILE 7.3B 1972
 EW9134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9134
 EW9134  HISTORY     - Date     Condition        Report By
 EW9134  HISTORY     - 1972     MONUMENTED
 EW9134  HISTORY     - 1974     GOOD             CA-037
 EW9134  HISTORY     - 1978     GOOD             NGS
 EW9134
 EW9134                          STATION DESCRIPTION
 EW9134
 EW9134'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9134'IN QUAIL LAKE.
 EW9134'CALIFORNIA AQUEDUCT, QUAIL LAKE.  1.2 MILES SOUTHWEST, DOWNSTREAM, OF
 EW9134'THE QUAIL LAKE OUTLET STRUCTURE ON THE WEST BRANCH.  SET IN THE EAST
 EW9134'EDGE OF THE CONCRETE LINING DIRECTLY UNDER AN OVERHEAD 36 INCH GAS
 EW9134'COMPANY PIPELINE.  4.0 FEET BELOW THE EAST OPERATING ROAD.
 EW9134
 EW9134                          STATION RECOVERY (1978)
 EW9134
 EW9134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9134'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 1.7 MILES NORTHEAST ALONG
 EW9134'THE WEST BRANCH AQUEDUCT IN TOP THE EAST CONCRETE LINING OF CANAL
 EW9134'DIRECTLY UNDER A 36-INCH GAS PIPE LINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2049 ***********************************************************************
 DX2049  DESIGNATION -  7.8
 DX2049  PID         -  DX2049
 DX2049  STATE/COUNTY-  CA/ORANGE
 DX2049  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2049
 DX2049                         *CURRENT SURVEY CONTROL
 DX2049  ___________________________________________________________________
 DX2049* NAD 83(1986)-  33 37 30.     (N)    117 56 44.     (W)     SCALED    
 DX2049* NAVD 88     -         2.81   (+/-2cm)       9.2    (feet)  VERTCON   
 DX2049  ___________________________________________________________________
 DX2049  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DX2049  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2049
 DX2049.The horizontal coordinates were scaled from a topographic map and have
 DX2049.an estimated accuracy of +/- 6 seconds.
 DX2049
 DX2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2049.The vertical order pertains to the NGVD 29 superseded value.
 DX2049
 DX2049.The geoid height was determined by GEOID03.
 DX2049
 DX2049;                    North         East    Units  Estimated Accuracy
 DX2049;SPC CA 6     -   663,010.    1,842,680.      MT  (+/- 180 meters Scaled)
 DX2049
 DX2049                          SUPERSEDED SURVEY CONTROL
 DX2049
 DX2049  NGVD 29 (??/??/??)    2.124  (m)            6.97   (f) ADJUSTED    1 2
 DX2049
 DX2049.Superseded values are not recommended for survey control.
 DX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2049.See file dsdata.txt to determine how the superseded data were derived.
 DX2049
 DX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT122209(NAD 83)
 DX2049_MARKER: Q = CHISELED SQUARE
 DX2049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2049_SP_SET: CULVERT
 DX2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2049
 DX2049  HISTORY     - Date     Condition        Report By
 DX2049  HISTORY     - UNK      MONUMENTED       CGS
 DX2049  HISTORY     - 1954     GOOD             NGS
 DX2049  HISTORY     - 1958     GOOD             NGS
 DX2049  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX2049  HISTORY     - 20050427 MARK NOT FOUND   USPSQD
 DX2049  HISTORY     - 20071221 MARK NOT FOUND   GEOCAC
 DX2049
 DX2049                          STATION DESCRIPTION
 DX2049
 DX2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DX2049'1 MI NW FROM NEWPORT BEACH.
 DX2049'1.0 MILE NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.)
 DX2049'FROM THE NEWPORT AVENUE OVERPASS AT NEWPORT BEACH, BETWEEN TWO
 DX2049'HIGHWAY CURVES, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST
 DX2049'INTO AN OIL FIELD, AT 24-INCH CONCRETE PIPE CULVERT A -686+30,
 DX2049'IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL,
 DX2049'IN LINE WITH A ROW OF POWER LINE POLES, 145 FEET SOUTHEAST OF
 DX2049'THE CENTER LINE OF THE DIRT ROAD LEADING NORTHEAST, 42 FEET
 DX2049'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF
 DX2049'POWER LINE POLE 551226 E, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 DX2049
 DX2049                          STATION RECOVERY (1958)
 DX2049
 DX2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2049'RECOVERED IN GOOD CONDITION.
 DX2049
 DX2049                          STATION RECOVERY (1978)
 DX2049
 DX2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX2049'DESCRIBED LOCATION IS COVERED WITH TWO TO THREE FT. OF EARTH.
 DX2049
 DX2049                          STATION RECOVERY (2005)
 DX2049
 DX2049'RECOVERY NOTE BY US POWER SQUADRON 2005 (WK)
 DX2049'EXTENSIVE GRADING IN THE AREA. FOR ALL PRACTICAL PURPOSES CONSIDER
 DX2049'STATION IS LOST
 DX2049
 DX2049                          STATION RECOVERY (2007)
 DX2049
 DX2049'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 DX2049'CONCUR WITH THE ABOVE ENTRIES.  MARK LIKELY DESTROYED OR BURIED
 DX2049'DEEPLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9135 ***********************************************************************
 EW9135  DESIGNATION -  7.8 B CADWR
 EW9135  PID         -  EW9135
 EW9135  STATE/COUNTY-  CA/LOS ANGELES
 EW9135  USGS QUAD   -  LEBEC (1991)
 EW9135
 EW9135                         *CURRENT SURVEY CONTROL
 EW9135  ___________________________________________________________________
 EW9135* NAD 83(1986)-  34 45 36.     (N)    118 46 50.     (W)     SCALED    
 EW9135* NAVD 88     -      1008.784  (meters)    3309.65   (feet)  READJUSTED
 EW9135  ___________________________________________________________________
 EW9135  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EW9135  DYNAMIC HT  -        1007.580 (meters)    3305.70  (feet)  COMP
 EW9135  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 EW9135
 EW9135  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9135
 EW9135.The horizontal coordinates were scaled from a topographic map and have
 EW9135.an estimated accuracy of +/- 6 seconds.
 EW9135
 EW9135.The orthometric height was determined by differential leveling
 EW9135.and adjusted in February 1993.
 EW9135.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9135.distribution rate of 0.0 thru 1.0 mm/km.
 EW9135.The height was derived from older observations constrained to new
 EW9135.heights in a crustal motion area.  The height is approximate in
 EW9135.relation to other heights in its vicinity.
 EW9135
 EW9135.The geoid height was determined by GEOID03.
 EW9135
 EW9135.The dynamic height is computed by dividing the NAVD 88
 EW9135.geopotential number by the normal gravity value computed on the
 EW9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9135.degrees latitude (g = 980.6199 gals.).
 EW9135
 EW9135.The modeled gravity was interpolated from observed gravity values.
 EW9135
 EW9135;                    North         East    Units  Estimated Accuracy
 EW9135;SPC CA 5     -   640,040.    1,928,540.      MT  (+/- 180 meters Scaled)
 EW9135
 EW9135                          SUPERSEDED SURVEY CONTROL
 EW9135
 EW9135  NGVD 29 (??/??/92) 1007.879  (m)         3306.68   (f) ADJ UNCH    1 1
 EW9135
 EW9135.Superseded values are not recommended for survey control.
 EW9135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9135.See file dsdata.txt to determine how the superseded data were derived.
 EW9135
 EW9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU370478(NAD 83)
 EW9135_MARKER: DD = SURVEY DISK
 EW9135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9135_SP_SET: CONCRETE LINING
 EW9135_STAMPING: MILE 7.8B 1972
 EW9135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9135
 EW9135  HISTORY     - Date     Condition        Report By
 EW9135  HISTORY     - 1972     MONUMENTED
 EW9135  HISTORY     - 1974     GOOD             CA-037
 EW9135  HISTORY     - 1978     GOOD             NGS
 EW9135
 EW9135                          STATION DESCRIPTION
 EW9135
 EW9135'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9135'IN GORMAN.
 EW9135'CALIFORNIA AQUEDUCT, QUAIL LAKE.  WEST BRANCH.  1.8 MILES SOUTHWEST,
 EW9135'DOWNSTREAM OF THE QUAIL LAKE OUTLET STRUCTURE.  210 FEET SOUTH OF A
 EW9135'LADDER.  SET IN THE EAST EDGE OF THE CONCRETE LINING.
 EW9135
 EW9135                          STATION RECOVERY (1978)
 EW9135
 EW9135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9135'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 1.2 MILES NORTHEAST ALONG
 EW9135'THE WEST BRANCH AQUEDUCT, 0.3 MILES NORTHEAST OF A POINT WHERE WATER
 EW9135'STARTS DOWN THROUGH THE GORMAN CREEK IMPROVEMENT CHUTE, AT A POINT
 EW9135'WHERE POWER POLE LINE CROSSES THE AQUEDUCT, IN TOP THE EAST LIP OF
 EW9135'CANAL LINING, 210 FT. SOUTH OF LADDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0274 ***********************************************************************
 HT0274  DESIGNATION -  70
 HT0274  PID         -  HT0274
 HT0274  STATE/COUNTY-  CA/ALAMEDA
 HT0274  USGS QUAD   -  SAN LEANDRO (1993)
 HT0274
 HT0274                         *CURRENT SURVEY CONTROL
 HT0274  ___________________________________________________________________
 HT0274* NAD 83(1986)-  37 44 11.     (N)    122 13 16.     (W)     SCALED    
 HT0274* NAVD 88     -        -0.04   (+/-2cm)      -0.1    (feet)  VERTCON   
 HT0274  ___________________________________________________________________
 HT0274  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HT0274  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0274
 HT0274.This mark is at Metropolitan Oakland Intl Airport (OAK)
 HT0274
 HT0274.The horizontal coordinates were scaled from a topographic map and have
 HT0274.an estimated accuracy of +/- 6 seconds.
 HT0274
 HT0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0274.The vertical order pertains to the NGVD 29 superseded value.
 HT0274
 HT0274.The geoid height was determined by GEOID03.
 HT0274
 HT0274;                    North         East    Units  Estimated Accuracy
 HT0274;SPC CA 3     -   638,610.    1,848,310.      MT  (+/- 180 meters Scaled)
 HT0274
 HT0274                          SUPERSEDED SURVEY CONTROL
 HT0274
 HT0274  NGVD 29 (??/??/92)   -0.861  (m)           -2.82   (f) ADJ UNCH    1 2
 HT0274
 HT0274.Superseded values are not recommended for survey control.
 HT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0274.See file dsdata.txt to determine how the superseded data were derived.
 HT0274
 HT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG686768(NAD 83)
 HT0274_MARKER: Z = SEE DESCRIPTION
 HT0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0274+STABILITY: SURFACE MOTION
 HT0274
 HT0274  HISTORY     - Date     Condition        Report By
 HT0274  HISTORY     - UNK      MONUMENTED       CA2480
 HT0274  HISTORY     - 1964     GOOD             NGS
 HT0274
 HT0274                          STATION DESCRIPTION
 HT0274
 HT0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HT0274'AT OAKLAND MUN AIRPORT.
 HT0274'AT OAKLAND MUNICIPAL AIRPORT, IN R3W, T2S NEAR THE CROSSING OF
 HT0274'A NAVAL CONCRETE TAXIWAY AND A NORTH-SOUTH RUNWAY, 288 FEET
 HT0274'WEST OF THE CENTER LINE OF THE RUNWAY, 54.6 FEET NORTHWEST
 HT0274'OF THE NORTHWEST EDGE OF THE TAXIWAY, 2. FEET NORTH OF A WITNESS
 HT0274'POST, ABOUT 2 1/2 FEET LOWER THAN THE TAXIWAY, 0.7 FEET
 HT0274'BELOW THE GROUND AND SET IN THE TOP OF A CONCRETE POST ENCASED
 HT0274'IN AN 1 1/2 BY 1 1/2 CONCRETE BOX MARKED 70.  NOTE-- THIS
 HT0274'BENCH MARK WAS INCLUDED IN A LOOP BETWEEN TWO OTHER BENCH
 HT0274'MARKS AND WE GOT A CLOSURE OF 0.11 FEET.  THE OTHER TWO BENCH
 HT0274'MARKS WERE 2ND ORDER AND PROVED TO BE GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6963 ***********************************************************************
 EW6963  DESIGNATION -  70 10 LA CO
 EW6963  PID         -  EW6963
 EW6963  STATE/COUNTY-  CA/LOS ANGELES
 EW6963  USGS QUAD   -  PASADENA (1994)
 EW6963
 EW6963                         *CURRENT SURVEY CONTROL
 EW6963  ___________________________________________________________________
 EW6963* NAD 83(1986)-  34 12 42.     (N)    118 10 38.     (W)     SCALED    
 EW6963* NAVD 88     -       511.700  (meters)    1678.80   (feet)  READJUSTED
 EW6963  ___________________________________________________________________
 EW6963  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EW6963  DYNAMIC HT  -         511.130 (meters)    1676.93  (feet)  COMP
 EW6963  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 EW6963
 EW6963  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6963
 EW6963.The horizontal coordinates were scaled from a topographic map and have
 EW6963.an estimated accuracy of +/- 6 seconds.
 EW6963
 EW6963.The orthometric height was determined by differential leveling
 EW6963.and adjusted in February 1993.
 EW6963.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6963.distribution rate of 0.0 thru 1.0 mm/km.
 EW6963.The height was derived from older observations constrained to new
 EW6963.heights in a crustal motion area.  The height is approximate in
 EW6963.relation to other heights in its vicinity.
 EW6963
 EW6963.The geoid height was determined by GEOID03.
 EW6963
 EW6963.The dynamic height is computed by dividing the NAVD 88
 EW6963.geopotential number by the normal gravity value computed on the
 EW6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6963.degrees latitude (g = 980.6199 gals.).
 EW6963
 EW6963.The modeled gravity was interpolated from observed gravity values.
 EW6963
 EW6963;                    North         East    Units  Estimated Accuracy
 EW6963;SPC CA 5     -   578,960.    1,983,670.      MT  (+/- 180 meters Scaled)
 EW6963
 EW6963                          SUPERSEDED SURVEY CONTROL
 EW6963
 EW6963  NGVD 29 (??/??/92)  510.883  (m)         1676.12   (f) ADJ UNCH    1 1
 EW6963
 EW6963.Superseded values are not recommended for survey control.
 EW6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6963.See file dsdata.txt to determine how the superseded data were derived.
 EW6963
 EW6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT915862(NAD 83)
 EW6963_MARKER: DB = BENCH MARK DISK
 EW6963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6963_SP_SET: CATCH BASIN
 EW6963_STAMPING: 70-10 1974 RE 7078
 EW6963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6963
 EW6963  HISTORY     - Date     Condition        Report By
 EW6963  HISTORY     - 1974     MONUMENTED       CA-037
 EW6963  HISTORY     - 1978     GOOD             NGS
 EW6963
 EW6963                          STATION DESCRIPTION
 EW6963
 EW6963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6963'2.45 MI NE FROM LA CANADA.
 EW6963'1.6 MILES NORTHEAST ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6963'FOOTHILL BOULEVARD AT LA CANADA, THENCE 0.85 MILE EAST ALONG STARLIGHT
 EW6963'CREST DRIVE, AT JUNCTION OF DRIVE AND MEADOWVIEW DRIVE, IN SOUTHEAST
 EW6963'CORNER OF THE JUNCTION, 22 FT. SOUTHEAST OF SOUTHEAST END OF SOUTHWEST
 EW6963'OF SOUTHWEST CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6964 ***********************************************************************
 EW6964  DESIGNATION -  70 11 LA CO
 EW6964  PID         -  EW6964
 EW6964  STATE/COUNTY-  CA/LOS ANGELES
 EW6964  USGS QUAD   -  PASADENA (1994)
 EW6964
 EW6964                         *CURRENT SURVEY CONTROL
 EW6964  ___________________________________________________________________
 EW6964* NAD 83(1986)-  34 12 30.     (N)    118 10 33.     (W)     SCALED    
 EW6964* NAVD 88     -       465.607  (meters)    1527.58   (feet)  READJUSTED
 EW6964  ___________________________________________________________________
 EW6964  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EW6964  DYNAMIC HT  -         465.090 (meters)    1525.88  (feet)  COMP
 EW6964  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 EW6964
 EW6964  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6964
 EW6964.The horizontal coordinates were scaled from a topographic map and have
 EW6964.an estimated accuracy of +/- 6 seconds.
 EW6964
 EW6964.The orthometric height was determined by differential leveling
 EW6964.and adjusted in February 1993.
 EW6964.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6964.distribution rate of 0.0 thru 1.0 mm/km.
 EW6964.The height was derived from older observations constrained to new
 EW6964.heights in a crustal motion area.  The height is approximate in
 EW6964.relation to other heights in its vicinity.
 EW6964
 EW6964.The geoid height was determined by GEOID03.
 EW6964
 EW6964.The dynamic height is computed by dividing the NAVD 88
 EW6964.geopotential number by the normal gravity value computed on the
 EW6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6964.degrees latitude (g = 980.6199 gals.).
 EW6964
 EW6964.The modeled gravity was interpolated from observed gravity values.
 EW6964
 EW6964;                    North         East    Units  Estimated Accuracy
 EW6964;SPC CA 5     -   578,590.    1,983,800.      MT  (+/- 180 meters Scaled)
 EW6964
 EW6964                          SUPERSEDED SURVEY CONTROL
 EW6964
 EW6964  NGVD 29 (??/??/92)  464.793  (m)         1524.91   (f) ADJ UNCH    1 1
 EW6964
 EW6964.Superseded values are not recommended for survey control.
 EW6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6964.See file dsdata.txt to determine how the superseded data were derived.
 EW6964
 EW6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT916858(NAD 83)
 EW6964_MARKER: DB = BENCH MARK DISK
 EW6964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6964_STAMPING: 70-11 1974 RE 7078
 EW6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6964
 EW6964  HISTORY     - Date     Condition        Report By
 EW6964  HISTORY     - 1974     MONUMENTED       CA-037
 EW6964  HISTORY     - 1978     GOOD             NGS
 EW6964
 EW6964                          STATION DESCRIPTION
 EW6964
 EW6964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6964'2.7 MI NE FROM LA CANADA.
 EW6964'1.6 MILES NORTHEAST ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6964'FOOTHILLL BOULEVARD AT LA CANADA, THENCE 1.1 MILES EAST ALONG
 EW6964'STARLIGHT CREST DRIVE, AT JUNCTION OF DRIVE AND CROWN AVENUE, IN TOP
 EW6964'SOUTH CORNER OF CATCH BASIN, 1 FT. NORTHEAST OF NORTHEAST CURB OF
 EW6964'DRIVE, 22 FT. SOUTHEAST OF THE EXTENDED CENTER LINE OF AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6965 ***********************************************************************
 EW6965  DESIGNATION -  70 12 LA CO
 EW6965  PID         -  EW6965
 EW6965  STATE/COUNTY-  CA/LOS ANGELES
 EW6965  USGS QUAD   -  PASADENA (1994)
 EW6965
 EW6965                         *CURRENT SURVEY CONTROL
 EW6965  ___________________________________________________________________
 EW6965* NAD 83(1986)-  34 12 23.     (N)    118 10 26.     (W)     SCALED    
 EW6965* NAVD 88     -       474.654  (meters)    1557.26   (feet)  READJUSTED
 EW6965  ___________________________________________________________________
 EW6965  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EW6965  DYNAMIC HT  -         474.130 (meters)    1555.54  (feet)  COMP
 EW6965  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 EW6965
 EW6965  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6965
 EW6965.The horizontal coordinates were scaled from a topographic map and have
 EW6965.an estimated accuracy of +/- 6 seconds.
 EW6965
 EW6965.The orthometric height was determined by differential leveling
 EW6965.and adjusted in February 1993.
 EW6965.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6965.distribution rate of 0.0 thru 1.0 mm/km.
 EW6965.The height was derived from older observations constrained to new
 EW6965.heights in a crustal motion area.  The height is approximate in
 EW6965.relation to other heights in its vicinity.
 EW6965
 EW6965.The geoid height was determined by GEOID03.
 EW6965
 EW6965.The dynamic height is computed by dividing the NAVD 88
 EW6965.geopotential number by the normal gravity value computed on the
 EW6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6965.degrees latitude (g = 980.6199 gals.).
 EW6965
 EW6965.The modeled gravity was interpolated from observed gravity values.
 EW6965
 EW6965;                    North         East    Units  Estimated Accuracy
 EW6965;SPC CA 5     -   578,370.    1,983,980.      MT  (+/- 180 meters Scaled)
 EW6965
 EW6965                          SUPERSEDED SURVEY CONTROL
 EW6965
 EW6965  NGVD 29 (??/??/92)  473.843  (m)         1554.60   (f) ADJ UNCH    1 1
 EW6965
 EW6965.Superseded values are not recommended for survey control.
 EW6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6965.See file dsdata.txt to determine how the superseded data were derived.
 EW6965
 EW6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT918856(NAD 83)
 EW6965_MARKER: DB = BENCH MARK DISK
 EW6965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6965_SP_SET: CONCRETE BASE
 EW6965_STAMPING: 70-12 1974 RE 7078
 EW6965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6965
 EW6965  HISTORY     - Date     Condition        Report By
 EW6965  HISTORY     - 1974     MONUMENTED       CA-037
 EW6965  HISTORY     - 1978     GOOD             NGS
 EW6965
 EW6965                          STATION DESCRIPTION
 EW6965
 EW6965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6965'3.0 MI NE FROM LA CANADA.
 EW6965'1.6 MILES NORTHEAST ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6965'FOOTHILL BOULEVARD AT LA CANADA, THENCE 1.4 MILES EAST ALONG STARLIGHT
 EW6965'CREST DRIVE, IN TOP OF THE CONCRETE BASE FOR STREET LAMP IN FRONT OF
 EW6965'HOUSE NUMBER 172 AT THE END OF STARLIGHT CREST DRIVE, 59.5 FT. SOUTH
 EW6965'OF THE BEGINNING OF CULDESAC RADIUS, 1.5 FT. EAST OF THE EAST CURB OF
 EW6965'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6967 ***********************************************************************
 EW6967  DESIGNATION -  70 14 LA CO
 EW6967  PID         -  EW6967
 EW6967  STATE/COUNTY-  CA/LOS ANGELES
 EW6967  USGS QUAD   -  PASADENA (1994)
 EW6967
 EW6967                         *CURRENT SURVEY CONTROL
 EW6967  ___________________________________________________________________
 EW6967* NAD 83(1986)-  34 12 20.     (N)    118 10 21.     (W)     SCALED    
 EW6967* NAVD 88     -       475.588  (meters)    1560.33   (feet)  READJUSTED
 EW6967  ___________________________________________________________________
 EW6967  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EW6967  DYNAMIC HT  -         475.060 (meters)    1558.59  (feet)  COMP
 EW6967  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 EW6967
 EW6967  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6967
 EW6967.The horizontal coordinates were scaled from a topographic map and have
 EW6967.an estimated accuracy of +/- 6 seconds.
 EW6967
 EW6967.The orthometric height was determined by differential leveling
 EW6967.and adjusted in February 1993.
 EW6967.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6967.distribution rate of 0.0 thru 1.0 mm/km.
 EW6967.The height was derived from older observations constrained to new
 EW6967.heights in a crustal motion area.  The height is approximate in
 EW6967.relation to other heights in its vicinity.
 EW6967
 EW6967.The geoid height was determined by GEOID03.
 EW6967
 EW6967.The dynamic height is computed by dividing the NAVD 88
 EW6967.geopotential number by the normal gravity value computed on the
 EW6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6967.degrees latitude (g = 980.6199 gals.).
 EW6967
 EW6967.The modeled gravity was interpolated from observed gravity values.
 EW6967
 EW6967;                    North         East    Units  Estimated Accuracy
 EW6967;SPC CA 5     -   578,280.    1,984,100.      MT  (+/- 180 meters Scaled)
 EW6967
 EW6967                          SUPERSEDED SURVEY CONTROL
 EW6967
 EW6967  NGVD 29 (??/??/92)  474.778  (m)         1557.67   (f) ADJ UNCH    1 1
 EW6967
 EW6967.Superseded values are not recommended for survey control.
 EW6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6967.See file dsdata.txt to determine how the superseded data were derived.
 EW6967
 EW6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919855(NAD 83)
 EW6967_MARKER: S = SPIKE
 EW6967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6967_SP_SET: PAVEMENT
 EW6967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6967
 EW6967  HISTORY     - Date     Condition        Report By
 EW6967  HISTORY     - UNK      MONUMENTED       CA-037
 EW6967  HISTORY     - 1976     GOOD             NGS
 EW6967  HISTORY     - 1978     GOOD             NGS
 EW6967
 EW6967                          STATION DESCRIPTION
 EW6967
 EW6967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EW6967'IN PASADENA.
 EW6967'AT PASADENA, 0.9 MILE NORTHWEST ALONG MESA ROAD FROM THE JUNCTION OF
 EW6967'OAK GROVE DRIVE, 25 FT SOUTH OF SOUTH RAIL OF MOVABLE ANTENNA GUIDES
 EW6967'7.3 FT NORTHWEST OF SOUTHWEST CORNER OF A CONCRETE SLAB, 3 FT NORTH OF
 EW6967'ASPHALT CURB ALONG TOP SLOPE, A SPIKE, WASHER AND TIN IN PAVEMENT AND
 EW6967'PAINTED MTL C12B.
 EW6967
 EW6967                          STATION RECOVERY (1978)
 EW6967
 EW6967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6967'AT PASADENA, 0.9 MILE NORTHWEST ALONG MESA ROAD FROM THE JUNCTION OF
 EW6967'OAK GROVE DRIVE, 25 FT. SOUTH OF SOUTH RAIL OF MOVABLE ANTENNA GUIDES,
 EW6967'7.3 FT. NORTHWEST OF SOUTHWEST CORNER OF A CONCRETE SLAB, 3 FT. NORTH
 EW6967'OF ASPHALT CURB ALONG TOP SLOPE, A SPIKE, WASHER AND TIN IN PAVEMENT
 EW6967'AND PAINTED MTL C 12B.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7027 ***********************************************************************
 EW7027  DESIGNATION -  70 15 LA CO
 EW7027  PID         -  EW7027
 EW7027  STATE/COUNTY-  CA/LOS ANGELES
 EW7027  USGS QUAD   -  PASADENA (1994)
 EW7027
 EW7027                         *CURRENT SURVEY CONTROL
 EW7027  ___________________________________________________________________
 EW7027* NAD 83(1986)-  34 12 19.     (N)    118 10 25.     (W)     SCALED    
 EW7027* NAVD 88     -       458.11   (+/-2cm)    1503.0    (feet)  VERTCON   
 EW7027  ___________________________________________________________________
 EW7027  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 EW7027  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW7027
 EW7027.The horizontal coordinates were scaled from a topographic map and have
 EW7027.an estimated accuracy of +/- 6 seconds.
 EW7027
 EW7027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7027.The vertical order pertains to the NGVD 29 superseded value.
 EW7027
 EW7027.The geoid height was determined by GEOID03.
 EW7027
 EW7027;                    North         East    Units  Estimated Accuracy
 EW7027;SPC CA 5     -   578,250.    1,984,000.      MT  (+/- 180 meters Scaled)
 EW7027
 EW7027                          SUPERSEDED SURVEY CONTROL
 EW7027
 EW7027  NGVD 29 (??/??/92)  457.30   (m)         1500.3    (f) COMPUTED    1 1
 EW7027
 EW7027.Superseded values are not recommended for survey control.
 EW7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7027.See file dsdata.txt to determine how the superseded data were derived.
 EW7027
 EW7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT918855(NAD 83)
 EW7027_MARKER: Z = SEE DESCRIPTION
 EW7027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW7027_SP_SET: CONCRETE BLOCK
 EW7027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7027
 EW7027  HISTORY     - Date     Condition        Report By
 EW7027  HISTORY     - 1974     MONUMENTED       CA-037
 EW7027
 EW7027                          STATION DESCRIPTION
 EW7027
 EW7027'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW7027'AT JET PROPULSION LABORATORY, AT ARIES PROJECT ANTENNA SITE, ON MESA
 EW7027'ROAD, 1.2 MILE NORTH AND WEST AND NORTH FROM FOOTHILL BLVD. AND OAK
 EW7027'GROVE DRIVE, 0.1 MILE EAST AND 0.1 MILE SOUTH OF JET PROPULSION
 EW7027'LABORATORY GATE AT EASTERLY END OF STARLIGHT CREST DRIVE, 46.5 FT.
 EW7027'EAST OF THE CENTER OF MESA ROAD, FOUND A 1 AND THREE SIXTEETH BRASS
 EW7027'BAR FLUSH IN TOP OF 3 FT. BY 3 FT. CONCRETE BLOCK FLUSH WITH PAVING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6968 ***********************************************************************
 EW6968  DESIGNATION -  70 16 LA CO
 EW6968  PID         -  EW6968
 EW6968  STATE/COUNTY-  CA/LOS ANGELES
 EW6968  USGS QUAD   -  PASADENA (1994)
 EW6968
 EW6968                         *CURRENT SURVEY CONTROL
 EW6968  ___________________________________________________________________
 EW6968* NAD 83(1986)-  34 12 15.     (N)    118 10 26.     (W)     SCALED    
 EW6968* NAVD 88     -       433.481  (meters)    1422.18   (feet)  READJUSTED
 EW6968  ___________________________________________________________________
 EW6968  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EW6968  DYNAMIC HT  -         433.000 (meters)    1420.60  (feet)  COMP
 EW6968  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 EW6968
 EW6968  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6968
 EW6968.The horizontal coordinates were scaled from a topographic map and have
 EW6968.an estimated accuracy of +/- 6 seconds.
 EW6968
 EW6968.The orthometric height was determined by differential leveling
 EW6968.and adjusted in February 1993.
 EW6968.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6968.distribution rate of 0.0 thru 1.0 mm/km.
 EW6968.The height was derived from older observations constrained to new
 EW6968.heights in a crustal motion area.  The height is approximate in
 EW6968.relation to other heights in its vicinity.
 EW6968
 EW6968.The geoid height was determined by GEOID03.
 EW6968
 EW6968.The dynamic height is computed by dividing the NAVD 88
 EW6968.geopotential number by the normal gravity value computed on the
 EW6968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6968.degrees latitude (g = 980.6199 gals.).
 EW6968
 EW6968.The modeled gravity was interpolated from observed gravity values.
 EW6968
 EW6968;                    North         East    Units  Estimated Accuracy
 EW6968;SPC CA 5     -   578,120.    1,983,970.      MT  (+/- 180 meters Scaled)
 EW6968
 EW6968                          SUPERSEDED SURVEY CONTROL
 EW6968
 EW6968  NGVD 29 (??/??/92)  432.672  (m)         1419.52   (f) ADJ UNCH    1 1
 EW6968
 EW6968.Superseded values are not recommended for survey control.
 EW6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6968.See file dsdata.txt to determine how the superseded data were derived.
 EW6968
 EW6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT918854(NAD 83)
 EW6968_MARKER: DB = BENCH MARK DISK
 EW6968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6968_STAMPING: 70-16 1974 RE 7078
 EW6968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6968
 EW6968  HISTORY     - Date     Condition        Report By
 EW6968  HISTORY     - 1974     MONUMENTED       CA-037
 EW6968  HISTORY     - 1978     GOOD             NGS
 EW6968
 EW6968                          STATION DESCRIPTION
 EW6968
 EW6968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6968'0.65 MI NW FROM PASADENA.
 EW6968'0.65 MILE NORTHWEST ALONG MESA ROAD FROM THE JUNCTION OF OAK GROVE
 EW6968'DRIVE, 100 FT. NORTH OF A LARGE CONCRETE WATER RESERVOIR, 15.5 FT.
 EW6968'NORTHWEST OF CENTER LINE OF ROAD, 52.5 FT. NORTHWEST AND ACROSS ROAD
 EW6968'FROM NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, IN TOP OF NORTH
 EW6968'CORNER OF CONCRETE STORM DRAIN OUTLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6969 ***********************************************************************
 EW6969  DESIGNATION -  70 17 LA CO
 EW6969  PID         -  EW6969
 EW6969  STATE/COUNTY-  CA/LOS ANGELES
 EW6969  USGS QUAD   -  PASADENA (1994)
 EW6969
 EW6969                         *CURRENT SURVEY CONTROL
 EW6969  ___________________________________________________________________
 EW6969* NAD 83(1986)-  34 12 10.     (N)    118 10 31.     (W)     SCALED    
 EW6969* NAVD 88     -       403.811  (meters)    1324.84   (feet)  READJUSTED
 EW6969  ___________________________________________________________________
 EW6969  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EW6969  DYNAMIC HT  -         403.370 (meters)    1323.39  (feet)  COMP
 EW6969  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 EW6969
 EW6969  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6969
 EW6969.The horizontal coordinates were scaled from a topographic map and have
 EW6969.an estimated accuracy of +/- 6 seconds.
 EW6969
 EW6969.The orthometric height was determined by differential leveling
 EW6969.and adjusted in February 1993.
 EW6969.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6969.distribution rate of 0.0 thru 1.0 mm/km.
 EW6969.The height was derived from older observations constrained to new
 EW6969.heights in a crustal motion area.  The height is approximate in
 EW6969.relation to other heights in its vicinity.
 EW6969
 EW6969.The geoid height was determined by GEOID03.
 EW6969
 EW6969.The dynamic height is computed by dividing the NAVD 88
 EW6969.geopotential number by the normal gravity value computed on the
 EW6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6969.degrees latitude (g = 980.6199 gals.).
 EW6969
 EW6969.The modeled gravity was interpolated from observed gravity values.
 EW6969
 EW6969;                    North         East    Units  Estimated Accuracy
 EW6969;SPC CA 5     -   577,970.    1,983,850.      MT  (+/- 180 meters Scaled)
 EW6969
 EW6969                          SUPERSEDED SURVEY CONTROL
 EW6969
 EW6969  NGVD 29 (??/??/92)  403.004  (m)         1322.19   (f) ADJ UNCH    1 1
 EW6969
 EW6969.Superseded values are not recommended for survey control.
 EW6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6969.See file dsdata.txt to determine how the superseded data were derived.
 EW6969
 EW6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT917852(NAD 83)
 EW6969_MARKER: DB = BENCH MARK DISK
 EW6969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6969_STAMPING: 70-17 1974 RE 7078
 EW6969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6969
 EW6969  HISTORY     - Date     Condition        Report By
 EW6969  HISTORY     - 1974     MONUMENTED       CA-037
 EW6969  HISTORY     - 1978     GOOD             NGS
 EW6969
 EW6969                          STATION DESCRIPTION
 EW6969
 EW6969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6969'0.5 MI NW FROM PASADENA.
 EW6969'AT PASADENA, 0.5 MI NORTHWEST ALONG MESA ROAD FROM THE JUNCTION OF
 EW6969'OAK GROVE DRIVE, AT SOUTHWEST END A PARKING TURN-OUT, IN TOP OF THE
 EW6969'NORTHEAST CORNER OF CATCH BASIN, 16 FT. NORTHWEST OF THE CENTER LINE
 EW6969'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1944 ***********************************************************************
 EW1944  DESIGNATION -  70 18 LA CO
 EW1944  PID         -  EW1944
 EW1944  STATE/COUNTY-  CA/LOS ANGELES
 EW1944  USGS QUAD   -  PASADENA (1994)
 EW1944
 EW1944                         *CURRENT SURVEY CONTROL
 EW1944  ___________________________________________________________________
 EW1944* NAD 83(1986)-  34 12 04.     (N)    118 10 41.     (W)     SCALED    
 EW1944* NAVD 88     -       375.438  (meters)    1231.75   (feet)  READJUSTED
 EW1944  ___________________________________________________________________
 EW1944  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EW1944  DYNAMIC HT  -         375.030 (meters)    1230.41  (feet)  COMP
 EW1944  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 EW1944
 EW1944  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW1944
 EW1944.The horizontal coordinates were scaled from a topographic map and have
 EW1944.an estimated accuracy of +/- 6 seconds.
 EW1944
 EW1944.The orthometric height was determined by differential leveling
 EW1944.and adjusted in February 1993.
 EW1944.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW1944.distribution rate of 0.0 thru 1.0 mm/km.
 EW1944.The height was derived from older observations constrained to new
 EW1944.heights in a crustal motion area.  The height is approximate in
 EW1944.relation to other heights in its vicinity.
 EW1944
 EW1944.The geoid height was determined by GEOID03.
 EW1944
 EW1944.The dynamic height is computed by dividing the NAVD 88
 EW1944.geopotential number by the normal gravity value computed on the
 EW1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1944.degrees latitude (g = 980.6199 gals.).
 EW1944
 EW1944.The modeled gravity was interpolated from observed gravity values.
 EW1944
 EW1944;                    North         East    Units  Estimated Accuracy
 EW1944;SPC CA 5     -   577,790.    1,983,590.      MT  (+/- 180 meters Scaled)
 EW1944
 EW1944                          SUPERSEDED SURVEY CONTROL
 EW1944
 EW1944  NGVD 29 (??/??/92)  374.633  (m)         1229.11   (f) ADJ UNCH    1 1
 EW1944
 EW1944.Superseded values are not recommended for survey control.
 EW1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1944.See file dsdata.txt to determine how the superseded data were derived.
 EW1944
 EW1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT914850(NAD 83)
 EW1944_MARKER: DD = SURVEY DISK
 EW1944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1944_SP_SET: CULVERT
 EW1944_STAMPING: COUNTY ENGINEER BM 70-18 1974 RE 7078
 EW1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1944
 EW1944  HISTORY     - Date     Condition        Report By
 EW1944  HISTORY     - 1974     MONUMENTED       CA-037
 EW1944  HISTORY     - 1976     GOOD             NGS
 EW1944  HISTORY     - 1976     GOOD             NGS
 EW1944  HISTORY     - 1978     GOOD             NGS
 EW1944
 EW1944                          STATION DESCRIPTION
 EW1944
 EW1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EW1944'AT PASADENA.
 EW1944'AT PASADENA, 0.25 MILES NORTHWEST ALONG MESA ROAD FROM THE
 EW1944'JUNCTION OF OAK GROVE DRIVE, AT THE JET PROPULSION LABORATORY,
 EW1944'AT THE NORTHEAST CORNER OF THE JUNCTION OF MESA AND EXPLORER
 EW1944'ROADS, 13 FEET EAST OF THE CENTER LINE OF MESA ROAD, 39 FEET
 EW1944'NORTH OF THE CENTER LINE OF EXPLORER ROAD, IN THE TOP OF THE
 EW1944'WEST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE METAL PIPE
 EW1944'CULVERT, 0.3 FOOT EAST OF THE WEST END OF THE HEAD WALL, AND
 EW1944'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.  SECTION 6, T 1 N, R 12 W.
 EW1944
 EW1944                          STATION RECOVERY (1976)
 EW1944
 EW1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1944'AT PASADENA, 0.25 MILE NORTHWEST ALONG MESA ROAD FROM THE JUNCTION OF
 EW1944'OAK GROVE DRIVE, AT THE JET PROPULSION LABORATORY AT THE NORTHEAST
 EW1944'CORNER OF THE JUNCTION OF MESA AND EXPLORER ROADS, 13 FT EAST OF THE
 EW1944'CENTER LINE OF MESA ROAD, 39 FT NORTH OF THE CENTER LINE OF EXPLORER
 EW1944'ROAD, IN TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A
 EW1944'LARGE METAL PIPE CULVERT, 0.3 FT EAST OF THE WEST END OF THE HEAD WALL
 EW1944
 EW1944                          STATION RECOVERY (1978)
 EW1944
 EW1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6970 ***********************************************************************
 EW6970  DESIGNATION -  70 19 LA CO
 EW6970  PID         -  EW6970
 EW6970  STATE/COUNTY-  CA/LOS ANGELES
 EW6970  USGS QUAD   -  PASADENA (1994)
 EW6970
 EW6970                         *CURRENT SURVEY CONTROL
 EW6970  ___________________________________________________________________
 EW6970* NAD 83(1986)-  34 11 53.     (N)    118 10 30.     (W)     SCALED    
 EW6970* NAVD 88     -       344.751  (meters)    1131.07   (feet)  READJUSTED
 EW6970  ___________________________________________________________________
 EW6970  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EW6970  DYNAMIC HT  -         344.380 (meters)    1129.85  (feet)  COMP
 EW6970  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 EW6970
 EW6970  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6970
 EW6970.The horizontal coordinates were scaled from a topographic map and have
 EW6970.an estimated accuracy of +/- 6 seconds.
 EW6970
 EW6970.The orthometric height was determined by differential leveling
 EW6970.and adjusted in February 1993.
 EW6970.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6970.distribution rate of 0.0 thru 1.0 mm/km.
 EW6970.The height was derived from older observations constrained to new
 EW6970.heights in a crustal motion area.  The height is approximate in
 EW6970.relation to other heights in its vicinity.
 EW6970
 EW6970.The geoid height was determined by GEOID03.
 EW6970
 EW6970.The dynamic height is computed by dividing the NAVD 88
 EW6970.geopotential number by the normal gravity value computed on the
 EW6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6970.degrees latitude (g = 980.6199 gals.).
 EW6970
 EW6970.The modeled gravity was interpolated from observed gravity values.
 EW6970
 EW6970;                    North         East    Units  Estimated Accuracy
 EW6970;SPC CA 5     -   577,450.    1,983,870.      MT  (+/- 180 meters Scaled)
 EW6970
 EW6970                          SUPERSEDED SURVEY CONTROL
 EW6970
 EW6970  NGVD 29 (??/??/92)  343.948  (m)         1128.44   (f) ADJ UNCH    1 1
 EW6970
 EW6970.Superseded values are not recommended for survey control.
 EW6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6970.See file dsdata.txt to determine how the superseded data were derived.
 EW6970
 EW6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT917847(NAD 83)
 EW6970_MARKER: DB = BENCH MARK DISK
 EW6970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW6970_SP_SET: CONCRETE POST
 EW6970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6970+STABILITY: SURFACE MOTION
 EW6970
 EW6970  HISTORY     - Date     Condition        Report By
 EW6970  HISTORY     - UNK      MONUMENTED       CA-037
 EW6970  HISTORY     - 1978     GOOD             NGS
 EW6970
 EW6970                          STATION DESCRIPTION
 EW6970
 EW6970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6970'1.55 MI SE FROM LA CANADA.
 EW6970'1.25 MILES SOUTHEAST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW6970'ANGELES CREST HIGHWAY AT LA CANADA, THENCE 0.3 MILE NORTH ALONG OAK
 EW6970'GROVE DRIVE, AT THE NORTHEAST CORNER OF THE JUNCTION OF OAK GROVE ROAD
 EW6970'AND A PAVED ROAD EAST TO JPL SHIPPING AND RECEIVING, 50 FT. NORTH OF
 EW6970'THE CENTER OF JUNCTION, 56 FT. SOUTH OF THE SOUTH END OF CATCH BASIN
 EW6970'NORTH OF ROAD EAST, 33 FT. SOUTH OF CENTER OF MANHOLE COVER, 103.5 FT.
 EW6970'SOUTHEAST OF POWER POLE 1151746E, 13.3 FT. NORTHWEST OF A BELL SYSTEMS
 EW6970'MANHOLE COVER, 7 INCHES UNDER STEEL COVER WITH A LOS ANGELES COUNTY
 EW6970'ROAD DEPARTMENT MARKING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5375 ***********************************************************************
 EW5375  DESIGNATION -  70 2 V CO
 EW5375  PID         -  EW5375
 EW5375  STATE/COUNTY-  CA/VENTURA
 EW5375  USGS QUAD   -  MATILIJA (1988)
 EW5375
 EW5375                         *CURRENT SURVEY CONTROL
 EW5375  ___________________________________________________________________
 EW5375* NAD 83(1986)-  34 27 23.     (N)    119 16 42.     (W)     SCALED    
 EW5375* NAVD 88     -       240.234  (meters)     788.17   (feet)  READJUSTED
 EW5375  ___________________________________________________________________
 EW5375  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EW5375  DYNAMIC HT  -         239.980 (meters)     787.33  (feet)  COMP
 EW5375  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 EW5375
 EW5375  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5375
 EW5375.The horizontal coordinates were scaled from a topographic map and have
 EW5375.an estimated accuracy of +/- 6 seconds.
 EW5375
 EW5375.The orthometric height was determined by differential leveling
 EW5375.and adjusted in February 1993.
 EW5375.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5375.distribution rate of 0.0 thru 1.0 mm/km.
 EW5375.The height was derived from older observations constrained to new
 EW5375.heights in a crustal motion area.  The height is approximate in
 EW5375.relation to other heights in its vicinity.
 EW5375
 EW5375.The geoid height was determined by GEOID03.
 EW5375
 EW5375.The dynamic height is computed by dividing the NAVD 88
 EW5375.geopotential number by the normal gravity value computed on the
 EW5375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5375.degrees latitude (g = 980.6199 gals.).
 EW5375
 EW5375.The modeled gravity was interpolated from observed gravity values.
 EW5375
 EW5375;                    North         East    Units  Estimated Accuracy
 EW5375;SPC CA 5     -   606,830.    1,882,550.      MT  (+/- 180 meters Scaled)
 EW5375
 EW5375                          SUPERSEDED SURVEY CONTROL
 EW5375
 EW5375  NGVD 29 (??/??/92)  239.461  (m)          785.63   (f) ADJ UNCH    1 1
 EW5375
 EW5375.Superseded values are not recommended for survey control.
 EW5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5375.See file dsdata.txt to determine how the superseded data were derived.
 EW5375
 EW5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU907151(NAD 83)
 EW5375_MARKER: DB = BENCH MARK DISK
 EW5375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5375_SP_SET: CONCRETE POST
 EW5375_STAMPING: 70-2 1969
 EW5375
 EW5375  HISTORY     - Date     Condition        Report By
 EW5375  HISTORY     - UNK      MONUMENTED
 EW5375  HISTORY     - 1977     GOOD             NGS
 EW5375
 EW5375                          STATION DESCRIPTION
 EW5375
 EW5375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5375'2.55 MI NW FROM OJAI.
 EW5375'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5375'OJAI, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5375'JUNCTION OF LA LUNA AVENUE AND FAIRVIEW ROAD, 115.0 FT. WEST OF THE
 EW5375'CENTER LINE OF THE HIGHWAY, 36.5 FT. NORTHWEST OF THE CENTER LINE
 EW5375'OF LA LUNA AVENUE, 24.0 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 12.3
 EW5375'FT. NORTHWEST OF POWER POLE 1616283E, 2.8 FT. EAST OF A CHAIN LINK
 EW5375'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7028 ***********************************************************************
 EW7028  DESIGNATION -  70 20 LA CO
 EW7028  PID         -  EW7028
 EW7028  STATE/COUNTY-  CA/LOS ANGELES
 EW7028  USGS QUAD   -  PASADENA (1994)
 EW7028
 EW7028                         *CURRENT SURVEY CONTROL
 EW7028  ___________________________________________________________________
 EW7028* NAD 83(1986)-  34 13 13.     (N)    118 11 31.     (W)     SCALED    
 EW7028* NAVD 88     -       565.00   (+/-2cm)    1853.7    (feet)  VERTCON   
 EW7028  ___________________________________________________________________
 EW7028  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 EW7028  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW7028
 EW7028.The horizontal coordinates were scaled from a topographic map and have
 EW7028.an estimated accuracy of +/- 6 seconds.
 EW7028
 EW7028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7028.The vertical order pertains to the NGVD 29 superseded value.
 EW7028
 EW7028.The geoid height was determined by GEOID03.
 EW7028
 EW7028;                    North         East    Units  Estimated Accuracy
 EW7028;SPC CA 5     -   579,910.    1,982,310.      MT  (+/- 180 meters Scaled)
 EW7028
 EW7028                          SUPERSEDED SURVEY CONTROL
 EW7028
 EW7028  NGVD 29 (??/??/92)  564.18   (m)         1851.0    (f) COMPUTED    1 1
 EW7028
 EW7028.Superseded values are not recommended for survey control.
 EW7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7028.See file dsdata.txt to determine how the superseded data were derived.
 EW7028
 EW7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT902872(NAD 83)
 EW7028_MARKER: DD = SURVEY DISK
 EW7028_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW7028_SP_SET: CURB
 EW7028_STAMPING: BM 70-20 1974
 EW7028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW7028+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2006
 EW7028
 EW7028  HISTORY     - Date     Condition        Report By
 EW7028  HISTORY     - 1974     MONUMENTED       CA-037
 EW7028  HISTORY     - 20061229 GOOD             GEOCAC
 EW7028
 EW7028                          STATION DESCRIPTION
 EW7028
 EW7028'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW7028'ANGELES CREST HIGHWAY 1.90 MILES NORTH OF FOOTHILL BLVD. AT 2 LA 26.23
 EW7028'AND BRIARTREE DRIVE, SOUTHWEST CORNER, IN TOP OF CURB 10.9 FT. WEST OF
 EW7028'WEST END OF CURB RETURN, 4 FT. EAST OF END OF CURB.
 EW7028
 EW7028                          STATION RECOVERY (2006)
 EW7028
 EW7028'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW7028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7029 ***********************************************************************
 EW7029  DESIGNATION -  70 21 LA CO
 EW7029  PID         -  EW7029
 EW7029  STATE/COUNTY-  CA/LOS ANGELES
 EW7029  USGS QUAD   -  PASADENA (1994)
 EW7029
 EW7029                         *CURRENT SURVEY CONTROL
 EW7029  ___________________________________________________________________
 EW7029* NAD 83(1986)-  34 13 22.     (N)    118 11 25.     (W)     SCALED    
 EW7029* NAVD 88     -       592.50   (+/-2cm)    1943.9    (feet)  VERTCON   
 EW7029  ___________________________________________________________________
 EW7029  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EW7029  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW7029
 EW7029.The horizontal coordinates were scaled from a topographic map and have
 EW7029.an estimated accuracy of +/- 6 seconds.
 EW7029
 EW7029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7029.The vertical order pertains to the NGVD 29 superseded value.
 EW7029
 EW7029.The geoid height was determined by GEOID03.
 EW7029
 EW7029;                    North         East    Units  Estimated Accuracy
 EW7029;SPC CA 5     -   580,190.    1,982,470.      MT  (+/- 180 meters Scaled)
 EW7029
 EW7029                          SUPERSEDED SURVEY CONTROL
 EW7029
 EW7029  NGVD 29 (??/??/92)  591.68   (m)         1941.2    (f) COMPUTED    1 1
 EW7029
 EW7029.Superseded values are not recommended for survey control.
 EW7029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7029.See file dsdata.txt to determine how the superseded data were derived.
 EW7029
 EW7029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT903874(NAD 83)
 EW7029_MARKER: DD = SURVEY DISK
 EW7029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW7029_SP_SET: CULVERT
 EW7029_STAMPING: BM 70-21 1974
 EW7029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW7029+STABILITY: SURFACE MOTION
 EW7029
 EW7029  HISTORY     - Date     Condition        Report By
 EW7029  HISTORY     - 1974     MONUMENTED       CA-037
 EW7029  HISTORY     - 20060923 GOOD             GEOCAC
 EW7029
 EW7029                          STATION DESCRIPTION
 EW7029
 EW7029'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW7029'ANGELES CREST HIGHWAY 2.15 MILES NORTH FROM FOOTHILL BLVD, AT PAVED
 EW7029'ROAD TO EAST MARKER Z LA. 26.47, TO EDISON CO. GOULD SUBSTATION, 57.5
 EW7029'FT. EAST OF CENTER OF ANGELES CREST HIGHWAY AND 12.5 FT. NORTH OF
 EW7029'CENTER OF SUBSTATION ROAD, IN TOP OF SOUTHWEST CORNER OF CONCRETE
 EW7029'HEADWALL OF CULVERT.
 EW7029
 EW7029                          STATION RECOVERY (2006)
 EW7029
 EW7029'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW7029'MARK IS COVERED WITH VEGETATION AND IS NOW BEHIND A BLACK WROUGHT IRON
 EW7029'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7030 ***********************************************************************
 EW7030  DESIGNATION -  70 22 LA CO
 EW7030  PID         -  EW7030
 EW7030  STATE/COUNTY-  CA/LOS ANGELES
 EW7030  USGS QUAD   -  PASADENA (1994)
 EW7030
 EW7030                         *CURRENT SURVEY CONTROL
 EW7030  ___________________________________________________________________
 EW7030* NAD 83(1986)-  34 13 36.     (N)    118 11 18.     (W)     SCALED    
 EW7030* NAVD 88     -       619.08   (+/-2cm)    2031.1    (feet)  VERTCON   
 EW7030  ___________________________________________________________________
 EW7030  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EW7030  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW7030
 EW7030.The horizontal coordinates were scaled from a topographic map and have
 EW7030.an estimated accuracy of +/- 6 seconds.
 EW7030
 EW7030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW7030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW7030.The vertical order pertains to the NGVD 29 superseded value.
 EW7030
 EW7030.The geoid height was determined by GEOID03.
 EW7030
 EW7030;                    North         East    Units  Estimated Accuracy
 EW7030;SPC CA 5     -   580,620.    1,982,650.      MT  (+/- 180 meters Scaled)
 EW7030
 EW7030                          SUPERSEDED SURVEY CONTROL
 EW7030
 EW7030  NGVD 29 (??/??/92)  618.25   (m)         2028.4    (f) COMPUTED    1 1
 EW7030
 EW7030.Superseded values are not recommended for survey control.
 EW7030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7030.See file dsdata.txt to determine how the superseded data were derived.
 EW7030
 EW7030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT905879(NAD 83)
 EW7030_MARKER: DD = SURVEY DISK
 EW7030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW7030_SP_SET: WARNING SIGN BASE
 EW7030_STAMPING: BM 70-22 1974
 EW7030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW7030
 EW7030  HISTORY     - Date     Condition        Report By
 EW7030  HISTORY     - 1974     MONUMENTED       CA-037
 EW7030
 EW7030                          STATION DESCRIPTION
 EW7030
 EW7030'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW7030'ANGELES CREST HIGHWAY, 2.50 MILES NORTH FROM FOOTHILL BLVD., 76.5 FT.
 EW7030'SOUTHERLY FROM CULVERT AT MARKER 2 LA 26.85, 23 FT. WEST OF CENTER OF
 EW7030'THE HIGHWAY, 267 FT. NORTHWEST OF SIGN ELEVATION 2000, IN TOP OF
 EW7030'CONCRETE BASE OF A HIGHWAY WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9183 ***********************************************************************
 JT9183  DESIGNATION -  70 3
 JT9183  PID         -  JT9183
 JT9183  STATE/COUNTY-  CA/NAPA
 JT9183  USGS QUAD   -  NAPA (1980)
 JT9183
 JT9183                         *CURRENT SURVEY CONTROL
 JT9183  ___________________________________________________________________
 JT9183* NAD 83(1986)-  38 17 24.     (N)    122 15 52.     (W)     SCALED    
 JT9183* NAVD 88     -        11.83   (+/-2cm)      38.8    (feet)  VERTCON   
 JT9183  ___________________________________________________________________
 JT9183  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9183  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9183
 JT9183.The horizontal coordinates were scaled from a topographic map and have
 JT9183.an estimated accuracy of +/- 6 seconds.
 JT9183
 JT9183.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9183.The vertical order pertains to the NGVD 29 superseded value.
 JT9183
 JT9183.The geoid height was determined by GEOID03.
 JT9183
 JT9183;                    North         East    Units  Estimated Accuracy
 JT9183;SPC CA 2     -   569,230.    1,976,870.      MT  (+/- 180 meters Scaled)
 JT9183
 JT9183                          SUPERSEDED SURVEY CONTROL
 JT9183
 JT9183  NGVD 29 (??/??/92)   11.046  (m)           36.24   (f) ADJ UNCH    2 2
 JT9183
 JT9183.Superseded values are not recommended for survey control.
 JT9183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9183.See file dsdata.txt to determine how the superseded data were derived.
 JT9183
 JT9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH643382(NAD 83)
 JT9183_MARKER: DD = SURVEY DISK
 JT9183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT9183_SP_SET: MASSIVE STRUCTURE
 JT9183_MARK LOGO: CA2330
 JT9183_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT9183
 JT9183  HISTORY     - Date     Condition        Report By
 JT9183  HISTORY     - 1971     MONUMENTED       CA2330
 JT9183
 JT9183                          STATION DESCRIPTION
 JT9183
 JT9183'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9183'ALONG SHURTLEFF AVENUE AT CAYETANO CREEK BRIDGE, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6956 ***********************************************************************
 EW6956  DESIGNATION -  70 3 LA CO
 EW6956  PID         -  EW6956
 EW6956  STATE/COUNTY-  CA/LOS ANGELES
 EW6956  USGS QUAD   -  PASADENA (1994)
 EW6956
 EW6956                         *CURRENT SURVEY CONTROL
 EW6956  ___________________________________________________________________
 EW6956* NAD 83(1986)-  34 12 47.     (N)    118 12 00.     (W)     SCALED    
 EW6956* NAVD 88     -       455.183  (meters)    1493.38   (feet)  READJUSTED
 EW6956  ___________________________________________________________________
 EW6956  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EW6956  DYNAMIC HT  -         454.680 (meters)    1491.73  (feet)  COMP
 EW6956  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 EW6956
 EW6956  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6956
 EW6956.The horizontal coordinates were scaled from a topographic map and have
 EW6956.an estimated accuracy of +/- 6 seconds.
 EW6956
 EW6956.The orthometric height was determined by differential leveling
 EW6956.and adjusted in February 1993.
 EW6956.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6956.distribution rate of 0.0 thru 1.0 mm/km.
 EW6956.The height was derived from older observations constrained to new
 EW6956.heights in a crustal motion area.  The height is approximate in
 EW6956.relation to other heights in its vicinity.
 EW6956
 EW6956.The geoid height was determined by GEOID03.
 EW6956
 EW6956.The dynamic height is computed by dividing the NAVD 88
 EW6956.geopotential number by the normal gravity value computed on the
 EW6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6956.degrees latitude (g = 980.6199 gals.).
 EW6956
 EW6956.The modeled gravity was interpolated from observed gravity values.
 EW6956
 EW6956;                    North         East    Units  Estimated Accuracy
 EW6956;SPC CA 5     -   579,110.    1,981,570.      MT  (+/- 180 meters Scaled)
 EW6956
 EW6956                          SUPERSEDED SURVEY CONTROL
 EW6956
 EW6956  NGVD 29 (??/??/92)  454.370  (m)         1490.71   (f) ADJ UNCH    1 1
 EW6956
 EW6956.Superseded values are not recommended for survey control.
 EW6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6956.See file dsdata.txt to determine how the superseded data were derived.
 EW6956
 EW6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT894864(NAD 83)
 EW6956_MARKER: DB = BENCH MARK DISK
 EW6956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6956_STAMPING: 70-3 1974 RE 7078
 EW6956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6956
 EW6956  HISTORY     - Date     Condition        Report By
 EW6956  HISTORY     - 1974     MONUMENTED       CA-037
 EW6956  HISTORY     - 1978     GOOD             NGS
 EW6956  HISTORY     - 20060923 GOOD             GEOCAC
 EW6956
 EW6956                          STATION DESCRIPTION
 EW6956
 EW6956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6956'0.55 MI NORTH FROM LA CANADA.
 EW6956'0.55 MILE NORTH ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6956'FOOTHILL BOULEVARD AT LA CANADA, AT JUNCTION OF ANGELES CREST HIGHWAY
 EW6956'AND OLIVE LANE, IN TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN AT THE
 EW6956'RETURN, 0.8 FT. WEST CURB OF HIGHWAY.
 EW6956
 EW6956                          STATION RECOVERY (2006)
 EW6956
 EW6956'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW6956'MARK IS ABOUT 10 FEET NORTH ALONG ANGELES CREST HIGHWAY FROM THE
 EW6956'NORTHWEST CORNER OF OLIVE LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6957 ***********************************************************************
 EW6957  DESIGNATION -  70 4 LA CO
 EW6957  PID         -  EW6957
 EW6957  STATE/COUNTY-  CA/LOS ANGELES
 EW6957  USGS QUAD   -  PASADENA (1994)
 EW6957
 EW6957                         *CURRENT SURVEY CONTROL
 EW6957  ___________________________________________________________________
 EW6957* NAD 83(1986)-  34 12 57.     (N)    118 12 00.     (W)     SCALED    
 EW6957* NAVD 88     -       478.034  (meters)    1568.35   (feet)  READJUSTED
 EW6957  ___________________________________________________________________
 EW6957  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 EW6957  DYNAMIC HT  -         477.500 (meters)    1566.60  (feet)  COMP
 EW6957  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 EW6957
 EW6957  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6957
 EW6957.The horizontal coordinates were scaled from a topographic map and have
 EW6957.an estimated accuracy of +/- 6 seconds.
 EW6957
 EW6957.The orthometric height was determined by differential leveling
 EW6957.and adjusted in February 1993.
 EW6957.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6957.distribution rate of 0.0 thru 1.0 mm/km.
 EW6957.The height was derived from older observations constrained to new
 EW6957.heights in a crustal motion area.  The height is approximate in
 EW6957.relation to other heights in its vicinity.
 EW6957
 EW6957.The geoid height was determined by GEOID03.
 EW6957
 EW6957.The dynamic height is computed by dividing the NAVD 88
 EW6957.geopotential number by the normal gravity value computed on the
 EW6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6957.degrees latitude (g = 980.6199 gals.).
 EW6957
 EW6957.The modeled gravity was interpolated from observed gravity values.
 EW6957
 EW6957;                    North         East    Units  Estimated Accuracy
 EW6957;SPC CA 5     -   579,420.    1,981,570.      MT  (+/- 180 meters Scaled)
 EW6957
 EW6957                          SUPERSEDED SURVEY CONTROL
 EW6957
 EW6957  NGVD 29 (??/??/92)  477.219  (m)         1565.68   (f) ADJ UNCH    1 1
 EW6957
 EW6957.Superseded values are not recommended for survey control.
 EW6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6957.See file dsdata.txt to determine how the superseded data were derived.
 EW6957
 EW6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT894867(NAD 83)
 EW6957_MARKER: DB = BENCH MARK DISK
 EW6957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6957_STAMPING: 70-4 1974 RE 7078
 EW6957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6957
 EW6957  HISTORY     - Date     Condition        Report By
 EW6957  HISTORY     - 1974     MONUMENTED       CA-037
 EW6957  HISTORY     - 1978     GOOD             NGS
 EW6957  HISTORY     - 20060923 GOOD             GEOCAC
 EW6957
 EW6957                          STATION DESCRIPTION
 EW6957
 EW6957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6957'0.75 MI NORTH FROM LA CANADA.
 EW6957'0.75 MILE NORTH ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6957'FOOTHILL BOULEVARD AT LA CANADA, AT THE INTERSECTION OF ANGELES CREST
 EW6957'HIGHWAY AND GREEN LANE, IN TOP OF THE SOUTHEAST END OF CONCRETE CATCH
 EW6957'BASIN AT THE NORTHWEST CORNER OF THE INTERSECTION, 13.8 FT. NORTH OF
 EW6957'THE NORTH CURB RETURN, 0.8 FT. WEST OF THE WEST CURB.
 EW6957
 EW6957                          STATION RECOVERY (2006)
 EW6957
 EW6957'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW6957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6959 ***********************************************************************
 EW6959  DESIGNATION -  70 6 LA CO
 EW6959  PID         -  EW6959
 EW6959  STATE/COUNTY-  CA/LOS ANGELES
 EW6959  USGS QUAD   -  PASADENA (1994)
 EW6959
 EW6959                         *CURRENT SURVEY CONTROL
 EW6959  ___________________________________________________________________
 EW6959* NAD 83(1986)-  34 13 09.     (N)    118 11 45.     (W)     SCALED    
 EW6959* NAVD 88     -       524.297  (meters)    1720.13   (feet)  READJUSTED
 EW6959  ___________________________________________________________________
 EW6959  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 EW6959  DYNAMIC HT  -         523.710 (meters)    1718.21  (feet)  COMP
 EW6959  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 EW6959
 EW6959  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6959
 EW6959.The horizontal coordinates were scaled from a topographic map and have
 EW6959.an estimated accuracy of +/- 6 seconds.
 EW6959
 EW6959.The orthometric height was determined by differential leveling
 EW6959.and adjusted in February 1993.
 EW6959.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6959.distribution rate of 0.0 thru 1.0 mm/km.
 EW6959.The height was derived from older observations constrained to new
 EW6959.heights in a crustal motion area.  The height is approximate in
 EW6959.relation to other heights in its vicinity.
 EW6959
 EW6959.The geoid height was determined by GEOID03.
 EW6959
 EW6959.The dynamic height is computed by dividing the NAVD 88
 EW6959.geopotential number by the normal gravity value computed on the
 EW6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6959.degrees latitude (g = 980.6199 gals.).
 EW6959
 EW6959.The modeled gravity was interpolated from observed gravity values.
 EW6959
 EW6959;                    North         East    Units  Estimated Accuracy
 EW6959;SPC CA 5     -   579,790.    1,981,960.      MT  (+/- 180 meters Scaled)
 EW6959
 EW6959                          SUPERSEDED SURVEY CONTROL
 EW6959
 EW6959  NGVD 29 (??/??/92)  523.479  (m)         1717.45   (f) ADJ UNCH    1 1
 EW6959
 EW6959.Superseded values are not recommended for survey control.
 EW6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6959.See file dsdata.txt to determine how the superseded data were derived.
 EW6959
 EW6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT898871(NAD 83)
 EW6959_MARKER: N = NAIL
 EW6959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6959_SP_SET: BRIDGE CURBING
 EW6959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6959
 EW6959  HISTORY     - Date     Condition        Report By
 EW6959  HISTORY     - UNK      MONUMENTED       CA-037
 EW6959  HISTORY     - 1976     GOOD             NGS
 EW6959  HISTORY     - 1978     GOOD             NGS
 EW6959  HISTORY     - 20060923 GOOD             GEOCAC
 EW6959
 EW6959                          STATION DESCRIPTION
 EW6959
 EW6959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EW6959'1.15 MI NORTH FROM LA CANADA.
 EW6959'1.15 MILES NORTH ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6959'FOOTHILL BOULEVARD AT LA CANADA, A NAIL LEADED IN TOP OF CURB AT
 EW6959'NORTHWEST CORNER OF BRIDGE 53.61, 400 FT EAST OF HARTER LANE, 3 FT
 EW6959'EAST OF THE WEST END OF BRIDGE WALK AND GUARD RAIL.
 EW6959
 EW6959                          STATION RECOVERY (1978)
 EW6959
 EW6959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW6959'1.15 MILES NORTH ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6959'FOOTHILL BOULEVARD AT LA CANADA, A NAIL LEADED IN TOP OF CURB AT
 EW6959'NORTHWEST CORNER OF BRIDGE 53.61, 400 FT. EAST OF HARTER LANE, 3 FT.
 EW6959'EAST OF THE WEST END OF BRIDGE WALK AND GUARD RAIL.
 EW6959
 EW6959                          STATION RECOVERY (2006)
 EW6959
 EW6959'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW6959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6960 ***********************************************************************
 EW6960  DESIGNATION -  70 7 LA CO
 EW6960  PID         -  EW6960
 EW6960  STATE/COUNTY-  CA/LOS ANGELES
 EW6960  USGS QUAD   -  PASADENA (1994)
 EW6960
 EW6960                         *CURRENT SURVEY CONTROL
 EW6960  ___________________________________________________________________
 EW6960* NAD 83(1986)-  34 13 03.     (N)    118 11 35.     (W)     SCALED    
 EW6960* NAVD 88     -       530.601  (meters)    1740.81   (feet)  READJUSTED
 EW6960  ___________________________________________________________________
 EW6960  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 EW6960  DYNAMIC HT  -         530.010 (meters)    1738.87  (feet)  COMP
 EW6960  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 EW6960
 EW6960  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6960
 EW6960.The horizontal coordinates were scaled from a topographic map and have
 EW6960.an estimated accuracy of +/- 6 seconds.
 EW6960
 EW6960.The orthometric height was determined by differential leveling
 EW6960.and adjusted in February 1993.
 EW6960.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6960.distribution rate of 0.0 thru 1.0 mm/km.
 EW6960.The height was derived from older observations constrained to new
 EW6960.heights in a crustal motion area.  The height is approximate in
 EW6960.relation to other heights in its vicinity.
 EW6960
 EW6960.The geoid height was determined by GEOID03.
 EW6960
 EW6960.The dynamic height is computed by dividing the NAVD 88
 EW6960.geopotential number by the normal gravity value computed on the
 EW6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6960.degrees latitude (g = 980.6199 gals.).
 EW6960
 EW6960.The modeled gravity was interpolated from observed gravity values.
 EW6960
 EW6960;                    North         East    Units  Estimated Accuracy
 EW6960;SPC CA 5     -   579,610.    1,982,210.      MT  (+/- 180 meters Scaled)
 EW6960
 EW6960                          SUPERSEDED SURVEY CONTROL
 EW6960
 EW6960  NGVD 29 (??/??/92)  529.785  (m)         1738.14   (f) ADJ UNCH    1 1
 EW6960
 EW6960.Superseded values are not recommended for survey control.
 EW6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6960.See file dsdata.txt to determine how the superseded data were derived.
 EW6960
 EW6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT901869(NAD 83)
 EW6960_MARKER: DB = BENCH MARK DISK
 EW6960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6960_STAMPING: 70-7 1974 RE 7078
 EW6960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6960
 EW6960  HISTORY     - Date     Condition        Report By
 EW6960  HISTORY     - 1974     MONUMENTED       CA-037
 EW6960  HISTORY     - 1978     GOOD             NGS
 EW6960  HISTORY     - 20060923 GOOD             GEOCAC
 EW6960
 EW6960                          STATION DESCRIPTION
 EW6960
 EW6960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6960'1.35 MI NE FROM LA CANADA.
 EW6960'1.35 MILES NORTHEAST ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION
 EW6960'WITH FOOTHILL BOULEVARD AT LA CANADA, IN TOP OF THE SOUTHEAST END OF
 EW6960'THE SOUTH CONCRETE RETAINING WALL AND GUARD RAIL, NOTE FIRST RETAINING
 EW6960'WALL EAST OF BRIDGE 53.61, 3 FT. ABOVE THE LEVEL OF THE GROUND.
 EW6960
 EW6960                          STATION RECOVERY (2006)
 EW6960
 EW6960'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW6960'TO REACH - ABOUT 260 FEET SOUTHEAST AND UP THE HILL FROM ARROYO SUMMIT
 EW6960'DRIVE ALONG THE ANGELES CREST HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6961 ***********************************************************************
 EW6961  DESIGNATION -  70 8 LA CO
 EW6961  PID         -  EW6961
 EW6961  STATE/COUNTY-  CA/LOS ANGELES
 EW6961  USGS QUAD   -  PASADENA (1994)
 EW6961
 EW6961                         *CURRENT SURVEY CONTROL
 EW6961  ___________________________________________________________________
 EW6961* NAD 83(1986)-  34 13 03.     (N)    118 11 18.     (W)     SCALED    
 EW6961* NAVD 88     -       544.830  (meters)    1787.50   (feet)  READJUSTED
 EW6961  ___________________________________________________________________
 EW6961  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EW6961  DYNAMIC HT  -         544.220 (meters)    1785.50  (feet)  COMP
 EW6961  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 EW6961
 EW6961  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6961
 EW6961.The horizontal coordinates were scaled from a topographic map and have
 EW6961.an estimated accuracy of +/- 6 seconds.
 EW6961
 EW6961.The orthometric height was determined by differential leveling
 EW6961.and adjusted in February 1993.
 EW6961.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6961.distribution rate of 0.0 thru 1.0 mm/km.
 EW6961.The height was derived from older observations constrained to new
 EW6961.heights in a crustal motion area.  The height is approximate in
 EW6961.relation to other heights in its vicinity.
 EW6961
 EW6961.The geoid height was determined by GEOID03.
 EW6961
 EW6961.The dynamic height is computed by dividing the NAVD 88
 EW6961.geopotential number by the normal gravity value computed on the
 EW6961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6961.degrees latitude (g = 980.6199 gals.).
 EW6961
 EW6961.The modeled gravity was interpolated from observed gravity values.
 EW6961
 EW6961;                    North         East    Units  Estimated Accuracy
 EW6961;SPC CA 5     -   579,610.    1,982,650.      MT  (+/- 180 meters Scaled)
 EW6961
 EW6961                          SUPERSEDED SURVEY CONTROL
 EW6961
 EW6961  NGVD 29 (??/??/92)  544.013  (m)         1784.82   (f) ADJ UNCH    1 1
 EW6961
 EW6961.Superseded values are not recommended for survey control.
 EW6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6961.See file dsdata.txt to determine how the superseded data were derived.
 EW6961
 EW6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT905869(NAD 83)
 EW6961_MARKER: DB = BENCH MARK DISK
 EW6961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6961_STAMPING: 70-8 1974 RE 7078
 EW6961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6961
 EW6961  HISTORY     - Date     Condition        Report By
 EW6961  HISTORY     - 1974     MONUMENTED       CA-037
 EW6961  HISTORY     - 1978     GOOD             NGS
 EW6961  HISTORY     - 20060923 GOOD             GEOCAC
 EW6961
 EW6961                          STATION DESCRIPTION
 EW6961
 EW6961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6961'1.65 MI NE FROM LA CANADA.
 EW6961'1.6 MILE NORTHEAST ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6961'FOOTHILL BOULEVARD AT LA CANADA, THENCE 0.05 MILE EAST ALONG STARLIGHT
 EW6961'CREST DRIVE, 224 FT. EAST OF THE EAST CURB RETURN EAST OF ANGELES
 EW6961'CREST HIGHWAY, IN TOP OF THE NORTHEAST CORNER OF A CATCH BASIN, 1.0
 EW6961'FT. SOUTH OF SOUTH CURB OF DRIVE.
 EW6961
 EW6961                          STATION RECOVERY (2006)
 EW6961
 EW6961'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 EW6961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6962 ***********************************************************************
 EW6962  DESIGNATION -  70 9 LA CO
 EW6962  PID         -  EW6962
 EW6962  STATE/COUNTY-  CA/LOS ANGELES
 EW6962  USGS QUAD   -  PASADENA (1994)
 EW6962
 EW6962                         *CURRENT SURVEY CONTROL
 EW6962  ___________________________________________________________________
 EW6962* NAD 83(1986)-  34 12 56.     (N)    118 10 52.     (W)     SCALED    
 EW6962* NAVD 88     -       544.039  (meters)    1784.90   (feet)  READJUSTED
 EW6962  ___________________________________________________________________
 EW6962  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EW6962  DYNAMIC HT  -         543.430 (meters)    1782.90  (feet)  COMP
 EW6962  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 EW6962
 EW6962  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW6962
 EW6962.The horizontal coordinates were scaled from a topographic map and have
 EW6962.an estimated accuracy of +/- 6 seconds.
 EW6962
 EW6962.The orthometric height was determined by differential leveling
 EW6962.and adjusted in February 1993.
 EW6962.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW6962.distribution rate of 0.0 thru 1.0 mm/km.
 EW6962.The height was derived from older observations constrained to new
 EW6962.heights in a crustal motion area.  The height is approximate in
 EW6962.relation to other heights in its vicinity.
 EW6962
 EW6962.Photographs are available for this station.
 EW6962
 EW6962.The geoid height was determined by GEOID03.
 EW6962
 EW6962.The dynamic height is computed by dividing the NAVD 88
 EW6962.geopotential number by the normal gravity value computed on the
 EW6962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6962.degrees latitude (g = 980.6199 gals.).
 EW6962
 EW6962.The modeled gravity was interpolated from observed gravity values.
 EW6962
 EW6962;                    North         East    Units  Estimated Accuracy
 EW6962;SPC CA 5     -   579,390.    1,983,310.      MT  (+/- 180 meters Scaled)
 EW6962
 EW6962                          SUPERSEDED SURVEY CONTROL
 EW6962
 EW6962  NGVD 29 (??/??/92)  543.221  (m)         1782.22   (f) ADJ UNCH    1 1
 EW6962
 EW6962.Superseded values are not recommended for survey control.
 EW6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6962.See file dsdata.txt to determine how the superseded data were derived.
 EW6962
 EW6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT912866(NAD 83)
 EW6962_MARKER: DB = BENCH MARK DISK
 EW6962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW6962_STAMPING: 70-9 1974 RE 7078
 EW6962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW6962+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 EW6962
 EW6962  HISTORY     - Date     Condition        Report By
 EW6962  HISTORY     - 1974     MONUMENTED       CA-037
 EW6962  HISTORY     - 1978     GOOD             NGS
 EW6962  HISTORY     - 20051114 GOOD             JCLS
 EW6962
 EW6962                          STATION DESCRIPTION
 EW6962
 EW6962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6962'2.1 MI NE FROM LA CANADA.
 EW6962'1.6 MILES NORTHEAST ALONG ANGELES CREST HIGHWAY FROM ITS JUNCTION WITH
 EW6962'FOOTHILL BOULEVARD AT LA CANADA, THENCE 0.5 MILE EAST ALONG STARLIGHT
 EW6962'CREST DRIVE, IN FRONT OF AND ACROSS DRIVE FROM HOUSE NUMBER 604, IN
 EW6962'TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN, 1.0 FT. NORTH OF NORTH
 EW6962'CURB.
 EW6962
 EW6962                          STATION RECOVERY (2005)
 EW6962
 EW6962'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 EW6962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9184 ***********************************************************************
 JT9184  DESIGNATION -  70 A
 JT9184  PID         -  JT9184
 JT9184  STATE/COUNTY-  CA/NAPA
 JT9184  USGS QUAD   -  NAPA (1980)
 JT9184
 JT9184                         *CURRENT SURVEY CONTROL
 JT9184  ___________________________________________________________________
 JT9184* NAD 83(1986)-  38 17 00.     (N)    122 15 52.     (W)     SCALED    
 JT9184* NAVD 88     -        20.05   (+/-2cm)      65.8    (feet)  VERTCON   
 JT9184  ___________________________________________________________________
 JT9184  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9184  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9184
 JT9184.The horizontal coordinates were scaled from a topographic map and have
 JT9184.an estimated accuracy of +/- 6 seconds.
 JT9184
 JT9184.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9184.The vertical order pertains to the NGVD 29 superseded value.
 JT9184
 JT9184.The geoid height was determined by GEOID03.
 JT9184
 JT9184;                    North         East    Units  Estimated Accuracy
 JT9184;SPC CA 2     -   568,490.    1,976,860.      MT  (+/- 180 meters Scaled)
 JT9184
 JT9184                          SUPERSEDED SURVEY CONTROL
 JT9184
 JT9184  NGVD 29 (??/??/92)   19.27   (m)           63.2    (f) COMPUTED    2 2
 JT9184
 JT9184.Superseded values are not recommended for survey control.
 JT9184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9184.See file dsdata.txt to determine how the superseded data were derived.
 JT9184
 JT9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH643375(NAD 83)
 JT9184_MARKER: DD = SURVEY DISK
 JT9184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9184_SP_SET: CONCRETE POST
 JT9184_MARK LOGO: CA2330
 JT9184_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9184+STABILITY: SURFACE MOTION
 JT9184
 JT9184  HISTORY     - Date     Condition        Report By
 JT9184  HISTORY     - 1971     MONUMENTED       CA2330
 JT9184
 JT9184                          STATION DESCRIPTION
 JT9184
 JT9184'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9184'AT INTERSECTION OF SHURTLEFF AVENUE AND SHETLER AVENUE, 10 FEET BY 10
 JT9184'FT (3.0 M) SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9185 ***********************************************************************
 JT9185  DESIGNATION -  70 B
 JT9185  PID         -  JT9185
 JT9185  STATE/COUNTY-  CA/NAPA
 JT9185  USGS QUAD   -  NAPA (1980)
 JT9185
 JT9185                         *CURRENT SURVEY CONTROL
 JT9185  ___________________________________________________________________
 JT9185* NAD 83(1986)-  38 17 06.     (N)    122 15 52.     (W)     SCALED    
 JT9185* NAVD 88     -        14.60   (+/-2cm)      47.9    (feet)  VERTCON   
 JT9185  ___________________________________________________________________
 JT9185  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9185  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9185
 JT9185.The horizontal coordinates were scaled from a topographic map and have
 JT9185.an estimated accuracy of +/- 6 seconds.
 JT9185
 JT9185.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9185.The vertical order pertains to the NGVD 29 superseded value.
 JT9185
 JT9185.The geoid height was determined by GEOID03.
 JT9185
 JT9185;                    North         East    Units  Estimated Accuracy
 JT9185;SPC CA 2     -   568,670.    1,976,860.      MT  (+/- 180 meters Scaled)
 JT9185
 JT9185                          SUPERSEDED SURVEY CONTROL
 JT9185
 JT9185  NGVD 29 (??/??/92)   13.82   (m)           45.3    (f) COMPUTED    2 2
 JT9185
 JT9185.Superseded values are not recommended for survey control.
 JT9185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9185.See file dsdata.txt to determine how the superseded data were derived.
 JT9185
 JT9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH643376(NAD 83)
 JT9185_MARKER: DD = SURVEY DISK
 JT9185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9185_SP_SET: CONCRETE POST
 JT9185_MARK LOGO: CA2330
 JT9185_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9185+STABILITY: SURFACE MOTION
 JT9185
 JT9185  HISTORY     - Date     Condition        Report By
 JT9185  HISTORY     - 1971     MONUMENTED       CA2330
 JT9185
 JT9185                          STATION DESCRIPTION
 JT9185
 JT9185'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9185'ALONG SHURTLEFF AVENUE, NORTH OF CAYETANO CREEK BRIDGE, 10 FT (3.0 M)
 JT9185'WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9186 ***********************************************************************
 JT9186  DESIGNATION -  70 D
 JT9186  PID         -  JT9186
 JT9186  STATE/COUNTY-  CA/NAPA
 JT9186  USGS QUAD   -  NAPA (1980)
 JT9186
 JT9186                         *CURRENT SURVEY CONTROL
 JT9186  ___________________________________________________________________
 JT9186* NAD 83(1986)-  38 17 18.     (N)    122 15 52.     (W)     SCALED    
 JT9186* NAVD 88     -        14.75   (+/-2cm)      48.4    (feet)  VERTCON   
 JT9186  ___________________________________________________________________
 JT9186  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9186  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9186
 JT9186.The horizontal coordinates were scaled from a topographic map and have
 JT9186.an estimated accuracy of +/- 6 seconds.
 JT9186
 JT9186.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9186.The vertical order pertains to the NGVD 29 superseded value.
 JT9186
 JT9186.The geoid height was determined by GEOID03.
 JT9186
 JT9186;                    North         East    Units  Estimated Accuracy
 JT9186;SPC CA 2     -   569,040.    1,976,860.      MT  (+/- 180 meters Scaled)
 JT9186
 JT9186                          SUPERSEDED SURVEY CONTROL
 JT9186
 JT9186  NGVD 29 (??/??/92)   13.97   (m)           45.8    (f) COMPUTED    2 2
 JT9186
 JT9186.Superseded values are not recommended for survey control.
 JT9186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9186.See file dsdata.txt to determine how the superseded data were derived.
 JT9186
 JT9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH643380(NAD 83)
 JT9186_MARKER: DD = SURVEY DISK
 JT9186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9186_SP_SET: CONCRETE POST
 JT9186_MARK LOGO: CA2330
 JT9186_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9186+STABILITY: SURFACE MOTION
 JT9186
 JT9186  HISTORY     - Date     Condition        Report By
 JT9186  HISTORY     - 1971     MONUMENTED       CA2330
 JT9186
 JT9186                          STATION DESCRIPTION
 JT9186
 JT9186'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9186'ALONG SHURTLEFF AVENUE AT CURVE SOUTH OF TUL CAY CREEK, 10 FT (3.0 M)
 JT9186'EAST OF CENTERLINE PROJECTION, WEST OF EP, A WELL TYPE CONCRETE
 JT9186'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9187 ***********************************************************************
 JT9187  DESIGNATION -  70 E
 JT9187  PID         -  JT9187
 JT9187  STATE/COUNTY-  CA/NAPA
 JT9187  USGS QUAD   -  NAPA (1980)
 JT9187
 JT9187                         *CURRENT SURVEY CONTROL
 JT9187  ___________________________________________________________________
 JT9187* NAD 83(1986)-  38 17 30.     (N)    122 15 58.     (W)     SCALED    
 JT9187* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 JT9187  ___________________________________________________________________
 JT9187  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9187  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9187
 JT9187.The horizontal coordinates were scaled from a topographic map and have
 JT9187.an estimated accuracy of +/- 6 seconds.
 JT9187
 JT9187.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9187.The vertical order pertains to the NGVD 29 superseded value.
 JT9187
 JT9187.The geoid height was determined by GEOID03.
 JT9187
 JT9187;                    North         East    Units  Estimated Accuracy
 JT9187;SPC CA 2     -   569,410.    1,976,720.      MT  (+/- 180 meters Scaled)
 JT9187
 JT9187                          SUPERSEDED SURVEY CONTROL
 JT9187
 JT9187  NGVD 29 (??/??/92)   16.277  (m)           53.40   (f) ADJ UNCH    2 2
 JT9187
 JT9187.Superseded values are not recommended for survey control.
 JT9187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9187.See file dsdata.txt to determine how the superseded data were derived.
 JT9187
 JT9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH641384(NAD 83)
 JT9187_MARKER: DD = SURVEY DISK
 JT9187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9187_SP_SET: CONCRETE POST
 JT9187_MARK LOGO: CA2330
 JT9187_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9187+STABILITY: SURFACE MOTION
 JT9187
 JT9187  HISTORY     - Date     Condition        Report By
 JT9187  HISTORY     - 1971     MONUMENTED       CA2330
 JT9187
 JT9187                          STATION DESCRIPTION
 JT9187
 JT9187'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9187'ALONG WYATT AVENUE AT ANGLE POINT, 10 FEET BY 10 FT (3.0 M) SOUTHEAST,
 JT9187'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9188 ***********************************************************************
 JT9188  DESIGNATION -  70 F
 JT9188  PID         -  JT9188
 JT9188  STATE/COUNTY-  CA/NAPA
 JT9188  USGS QUAD   -  NAPA (1980)
 JT9188
 JT9188                         *CURRENT SURVEY CONTROL
 JT9188  ___________________________________________________________________
 JT9188* NAD 83(1986)-  38 17 30.     (N)    122 16 10.     (W)     SCALED    
 JT9188* NAVD 88     -        14.21   (+/-2cm)      46.6    (feet)  VERTCON   
 JT9188  ___________________________________________________________________
 JT9188  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JT9188  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9188
 JT9188.The horizontal coordinates were scaled from a topographic map and have
 JT9188.an estimated accuracy of +/- 6 seconds.
 JT9188
 JT9188.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9188.The vertical order pertains to the NGVD 29 superseded value.
 JT9188
 JT9188.The geoid height was determined by GEOID03.
 JT9188
 JT9188;                    North         East    Units  Estimated Accuracy
 JT9188;SPC CA 2     -   569,420.    1,976,430.      MT  (+/- 180 meters Scaled)
 JT9188
 JT9188                          SUPERSEDED SURVEY CONTROL
 JT9188
 JT9188  NGVD 29 (??/??/92)   13.429  (m)           44.06   (f) ADJ UNCH    2 2
 JT9188
 JT9188.Superseded values are not recommended for survey control.
 JT9188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9188.See file dsdata.txt to determine how the superseded data were derived.
 JT9188
 JT9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638384(NAD 83)
 JT9188_MARKER: DD = SURVEY DISK
 JT9188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9188_SP_SET: CONCRETE POST
 JT9188_MARK LOGO: CA2330
 JT9188_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9188+STABILITY: SURFACE MOTION
 JT9188
 JT9188  HISTORY     - Date     Condition        Report By
 JT9188  HISTORY     - 1971     MONUMENTED       CA2330
 JT9188
 JT9188                          STATION DESCRIPTION
 JT9188
 JT9188'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9188'AT INTERSECTION OF WYATT AND TERRACE AVENUES, 10 FEET BY 10 FEET
 JT9188'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5832 ***********************************************************************
 EW5832  DESIGNATION -  70 FMK USGS
 EW5832  PID         -  EW5832
 EW5832  STATE/COUNTY-  CA/VENTURA
 EW5832  USGS QUAD   -  VENTURA (1967)
 EW5832
 EW5832                         *CURRENT SURVEY CONTROL
 EW5832  ___________________________________________________________________
 EW5832* NAD 83(1986)-  34 19 57.     (N)    119 17 33.     (W)     SCALED    
 EW5832* NAVD 88     -        61.192  (meters)     200.76   (feet)  READJUSTED
 EW5832  ___________________________________________________________________
 EW5832  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EW5832  DYNAMIC HT  -          61.130 (meters)     200.56  (feet)  COMP
 EW5832  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 EW5832
 EW5832  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5832
 EW5832.The horizontal coordinates were scaled from a topographic map and have
 EW5832.an estimated accuracy of +/- 6 seconds.
 EW5832
 EW5832.The orthometric height was determined by differential leveling
 EW5832.and adjusted in February 1993.
 EW5832.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5832.distribution rate of 1.1 thru 2.0 mm/km.
 EW5832.The height was derived from older observations constrained to new
 EW5832.heights in a crustal motion area.  The height is approximate in
 EW5832.relation to other heights in its vicinity.
 EW5832
 EW5832.The geoid height was determined by GEOID03.
 EW5832
 EW5832.The dynamic height is computed by dividing the NAVD 88
 EW5832.geopotential number by the normal gravity value computed on the
 EW5832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5832.degrees latitude (g = 980.6199 gals.).
 EW5832
 EW5832.The modeled gravity was interpolated from observed gravity values.
 EW5832
 EW5832;                    North         East    Units  Estimated Accuracy
 EW5832;SPC CA 5     -   593,110.    1,881,070.      MT  (+/- 180 meters Scaled)
 EW5832
 EW5832                          SUPERSEDED SURVEY CONTROL
 EW5832
 EW5832  NGVD 29 (??/??/92)   60.433  (m)          198.27   (f) ADJ UNCH    1 1
 EW5832
 EW5832.Superseded values are not recommended for survey control.
 EW5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5832.See file dsdata.txt to determine how the superseded data were derived.
 EW5832
 EW5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU891014(NAD 83)
 EW5832_MARKER: DB = BENCH MARK DISK
 EW5832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5832_SP_SET: HEADWALL
 EW5832_STAMPING: 70 FMK 1973
 EW5832
 EW5832  HISTORY     - Date     Condition        Report By
 EW5832  HISTORY     - UNK      MONUMENTED
 EW5832  HISTORY     - 1977     GOOD             NGS
 EW5832
 EW5832                          STATION DESCRIPTION
 EW5832
 EW5832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5832'4.95 MI NORTH FROM VENTURA.
 EW5832'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5832'THENCE 4.05 MILES NORTH ALONG VENTURA AVENUE, ON THE WEST SIDE OF A
 EW5832'LEMON GROVE, AT A DRIVEWAY TO HOUSE 4884, 44.0 FT. EAST OF THE AVENUE,
 EW5832'17.7 FT. SOUTHEAST OF THE SOUTHEAST EDGE OF A 36-INCH CONCRETE
 EW5832'CYLINDER SUPPORTING A MAN HOLE COVER, 7.4 FT. WEST OF POWER POLE
 EW5832'1746323E, 8.0 FT. SOUTH OF THE CENTER LINE OF THE DRIVEWAY, IN THE
 EW5832'TOP AND 5 INCHES EAST OF THE WEST END OF THE SOUTH HEAD WALL OF A
 EW5832'2-FT. PIPE CULVERT PASSING UNDER THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9189 ***********************************************************************
 JT9189  DESIGNATION -  70 G
 JT9189  PID         -  JT9189
 JT9189  STATE/COUNTY-  CA/NAPA
 JT9189  USGS QUAD   -  NAPA (1980)
 JT9189
 JT9189                         *CURRENT SURVEY CONTROL
 JT9189  ___________________________________________________________________
 JT9189* NAD 83(1986)-  38 17 42.     (N)    122 16 10.     (W)     SCALED    
 JT9189* NAVD 88     -        14.93   (+/-2cm)      49.0    (feet)  VERTCON   
 JT9189  ___________________________________________________________________
 JT9189  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9189  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9189
 JT9189.The horizontal coordinates were scaled from a topographic map and have
 JT9189.an estimated accuracy of +/- 6 seconds.
 JT9189
 JT9189.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9189.The vertical order pertains to the NGVD 29 superseded value.
 JT9189
 JT9189.The geoid height was determined by GEOID03.
 JT9189
 JT9189;                    North         East    Units  Estimated Accuracy
 JT9189;SPC CA 2     -   569,790.    1,976,430.      MT  (+/- 180 meters Scaled)
 JT9189
 JT9189                          SUPERSEDED SURVEY CONTROL
 JT9189
 JT9189  NGVD 29 (??/??/92)   14.145  (m)           46.41   (f) ADJ UNCH    2 2
 JT9189
 JT9189.Superseded values are not recommended for survey control.
 JT9189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9189.See file dsdata.txt to determine how the superseded data were derived.
 JT9189
 JT9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638387(NAD 83)
 JT9189_MARKER: DD = SURVEY DISK
 JT9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9189_SP_SET: CONCRETE POST
 JT9189_MARK LOGO: CA2330
 JT9189_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9189+STABILITY: SURFACE MOTION
 JT9189
 JT9189  HISTORY     - Date     Condition        Report By
 JT9189  HISTORY     - 1971     MONUMENTED       CA2330
 JT9189
 JT9189                          STATION DESCRIPTION
 JT9189
 JT9189'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9189'ALONG TERRACE AVENUE, 600 FT (182.9 M) NORTH OF TERRA VERDE, 10 FT
 JT9189'(3.0 M) WEST OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT9189'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1770 ***********************************************************************
 AE1770  DESIGNATION -  70 LLR
 AE1770  PID         -  AE1770
 AE1770  STATE/COUNTY-  CA/LOS ANGELES
 AE1770  USGS QUAD   -  TORRANCE (1981)
 AE1770
 AE1770                         *CURRENT SURVEY CONTROL
 AE1770  ___________________________________________________________________
 AE1770* NAD 83(1986)-  33 51 31.     (N)    118 19 09.     (W)     SCALED    
 AE1770* NAVD 88     -        19.480  (meters)      63.91   (feet)  ADJUSTED  
 AE1770  ___________________________________________________________________
 AE1770  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 AE1770  DYNAMIC HT  -          19.459 (meters)      63.84  (feet)  COMP
 AE1770  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 AE1770
 AE1770  VERT ORDER  -  FIRST     CLASS II
 AE1770
 AE1770.The horizontal coordinates were scaled from a topographic map and have
 AE1770.an estimated accuracy of +/- 6 seconds.
 AE1770
 AE1770.The orthometric height was determined by differential leveling
 AE1770.and adjusted in October 1997.
 AE1770
 AE1770.The geoid height was determined by GEOID03.
 AE1770
 AE1770.The dynamic height is computed by dividing the NAVD 88
 AE1770.geopotential number by the normal gravity value computed on the
 AE1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1770.degrees latitude (g = 980.6199 gals.).
 AE1770
 AE1770.The modeled gravity was interpolated from observed gravity values.
 AE1770
 AE1770;                    North         East    Units  Estimated Accuracy
 AE1770;SPC CA 5     -   539,830.    1,970,460.      MT  (+/- 180 meters Scaled)
 AE1770
 AE1770                          SUPERSEDED SURVEY CONTROL
 AE1770
 AE1770.No superseded survey control is available for this station.
 AE1770
 AE1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT779472(NAD 83)
 AE1770_MARKER: DB = BENCH MARK DISK
 AE1770_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1770_SP_SET: CURB
 AE1770_STAMPING: 70 LLR 1967
 AE1770_MARK LOGO: MWDSC 
 AE1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1770+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AE1770
 AE1770  HISTORY     - Date     Condition        Report By
 AE1770  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1770  HISTORY     - 19950406 GOOD             MWDSC
 AE1770
 AE1770                          STATION DESCRIPTION
 AE1770
 AE1770'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1770'LOS ANGELES, CA GO NORTH ON 405 FWY AND EXIT AT WESTERN AVE.  TURN
 AE1770'LEFT AND GO SOUTH ON WESTERN AVE 0.2 MI (0.3 KM) TO 190TH ST.  TURN
 AE1770'RIGHT AND GO WEST ON 190TH ST 0.5 MI (0.8 KM) TO INTERSECTION WITH VAN
 AE1770'NESS AVE.  THE MONUMENT IS ON THE NORTHWEST SIDE OF SAID INTERSECTION,
 AE1770'184 FT (56.1 M) WEST OF C/L VAN NESS AVE, 36 FT (11.0 M) NORTH C/L
 AE1770'190TH ST, 3.5 FT (1.1 M) SOUTH OF PP 1573831E. FOUND A 3.25 INCH STD
 AE1770'MWD BCM STAMPED 70 LLR 1967 FLUSH ON TOP OF CURB.  REF MWD FB 4034 02
 AE1770'017.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0254 ***********************************************************************
 JT0254  DESIGNATION -  70 RM
 JT0254  PID         -  JT0254
 JT0254  STATE/COUNTY-  CA/NAPA
 JT0254  USGS QUAD   -  CORDELIA (1980)
 JT0254
 JT0254                         *CURRENT SURVEY CONTROL
 JT0254  ___________________________________________________________________
 JT0254* NAD 83(1986)-  38 11 08.     (N)    122 15 03.     (W)     SCALED    
 JT0254* NAVD 88     -        23.04   (+/-2cm)      75.6    (feet)  VERTCON   
 JT0254  ___________________________________________________________________
 JT0254  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT0254  VERT ORDER  -  THIRD (See Below)
 JT0254
 JT0254.The horizontal coordinates were scaled from a topographic map and have
 JT0254.an estimated accuracy of +/- 6 seconds.
 JT0254
 JT0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0254.The vertical order pertains to the NGVD 29 superseded value.
 JT0254
 JT0254.The geoid height was determined by GEOID03.
 JT0254
 JT0254;                    North         East    Units  Estimated Accuracy
 JT0254;SPC CA 2     -   557,630.    1,978,020.      MT  (+/- 180 meters Scaled)
 JT0254
 JT0254                          SUPERSEDED SURVEY CONTROL
 JT0254
 JT0254  NGVD 29 (??/??/??)   22.31   (m)           73.2    (f) RESET       3  
 JT0254
 JT0254.Superseded values are not recommended for survey control.
 JT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0254.See file dsdata.txt to determine how the superseded data were derived.
 JT0254
 JT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH656266(NAD 83)
 JT0254_MARKER: Q = CHISELED SQUARE
 JT0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0254_SP_SET: CULVERT
 JT0254_MARK LOGO: USGS  
 JT0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0254
 JT0254  HISTORY     - Date     Condition        Report By
 JT0254  HISTORY     - UNK      MONUMENTED       USGS
 JT0254  HISTORY     - 1951     GOOD             CGS
 JT0254  HISTORY     - 1985     GOOD             USPSQD
 JT0254  HISTORY     - 1989     POOR             USPSQD
 JT0254  HISTORY     - 1990     GOOD             USPSQD
 JT0254  HISTORY     - 1990     POOR             USPSQD
 JT0254
 JT0254                          STATION DESCRIPTION
 JT0254
 JT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0254'AT NAPA JUNCTION.
 JT0254'AT NAPA JUNCTION, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD,
 JT0254'ELEVEN RAILS NORTH OF THE NORTH END OF THE STATION, AT A 24-INCH
 JT0254'CORRUGATED METAL PIPE CULVERT, ON TOP OF THE APPROXIMATE CENTER
 JT0254'OF THE WEST CONCRETE HEADWALL, 140.0 FEET NORTHWEST OF THE
 JT0254'NORTHWEST EDGE OF A LARGE WATER TANK, 87.3 FEET WEST OF THE WEST
 JT0254'RAIL OF THE WESTERN MAIN TRACK, 19.7 FEET WEST OF THE WEST RAIL
 JT0254'OF A SIDE TRACK, AND SET ABOUT LEVEL WITH THE MAIN TRACK.
 JT0254
 JT0254                          STATION RECOVERY (1985)
 JT0254
 JT0254'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0254'NOTES: NO WATER TANK PRESENT. STATION GONE, NO EAST HEADWALL, OR
 JT0254'CULVERT OPENING.
 JT0254
 JT0254                          STATION RECOVERY (1989)
 JT0254
 JT0254'RECOVERY NOTE BY US POWER SQUADRON 1989 (MIH)
 JT0254'MARK RECOVERED IN POOR CONDITION.
 JT0254
 JT0254                          STATION RECOVERY (1990)
 JT0254
 JT0254'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 JT0254'RECOVERED IN GOOD CONDITION.
 JT0254
 JT0254                          STATION RECOVERY (1990)
 JT0254
 JT0254'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0254'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1458 ***********************************************************************
 LU1458  DESIGNATION -  70 RS USGS
 LU1458  PID         -  LU1458
 LU1458  STATE/COUNTY-  CA/HUMBOLDT
 LU1458  USGS QUAD   -  DINSMORE (1977)
 LU1458
 LU1458                         *CURRENT SURVEY CONTROL
 LU1458  ___________________________________________________________________
 LU1458* NAD 83(1986)-  40 28 54.     (N)    123 34 29.     (W)     SCALED    
 LU1458* NAVD 88     -       738.12   (+/-2cm)    2421.6    (feet)  VERTCON   
 LU1458  ___________________________________________________________________
 LU1458  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 LU1458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1458
 LU1458.The horizontal coordinates were scaled from a topographic map and have
 LU1458.an estimated accuracy of +/- 6 seconds.
 LU1458
 LU1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1458.The vertical order pertains to the NGVD 29 superseded value.
 LU1458
 LU1458.The geoid height was determined by GEOID03.
 LU1458
 LU1458;                    North         East    Units  Estimated Accuracy
 LU1458;SPC CA 1     -   628,710.    1,866,500.      MT  (+/- 180 meters Scaled)
 LU1458
 LU1458                          SUPERSEDED SURVEY CONTROL
 LU1458
 LU1458  NGVD 29 (??/??/92)  737.127  (m)         2418.39   (f) ADJ UNCH    2 0
 LU1458
 LU1458.Superseded values are not recommended for survey control.
 LU1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1458.See file dsdata.txt to determine how the superseded data were derived.
 LU1458
 LU1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK512813(NAD 83)
 LU1458_MARKER: DD = SURVEY DISK
 LU1458_SETTING: 80 = SET IN A BOULDER
 LU1458_STAMPING: 2419 70 RS 1932
 LU1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1458+STABILITY: SURFACE MOTION
 LU1458
 LU1458  HISTORY     - Date     Condition        Report By
 LU1458  HISTORY     - 1932     MONUMENTED       USGS
 LU1458  HISTORY     - 1949     GOOD             NGS
 LU1458
 LU1458                          STATION DESCRIPTION
 LU1458
 LU1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1458'3.6 MI NW FROM MAD RIVER R.S..
 LU1458'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE MAD RIVER
 LU1458'RANGER STATION, 0.3 MILE NORTHWEST OF COBBS STORE, IN THE TOP
 LU1458'OF A SMALL BOULDER, 33 FEET NORTHEAST OF THE CENTERLINE OF THE
 LU1458'HIGHWAY, 8 1/2 FEET NORTH OF A 36-INCH FIR TREE MARKED BY THE
 LU1458'WHITE PAINTED LETTERS BM, AND ABOUT 4 FEET HIGHER THAN THE
 LU1458'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0762 ***********************************************************************
 DX0762  DESIGNATION -  70 T
 DX0762  PID         -  DX0762
 DX0762  STATE/COUNTY-  CA/RIVERSIDE
 DX0762  USGS QUAD   -  MYOMA (1979)
 DX0762
 DX0762                         *CURRENT SURVEY CONTROL
 DX0762  ___________________________________________________________________
 DX0762* NAD 83(1986)-  33 45 14.     (N)    116 17 06.     (W)     SCALED    
 DX0762* NAVD 88     -        22.47   (+/-2cm)      73.7    (feet)  VERTCON   
 DX0762  ___________________________________________________________________
 DX0762  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DX0762  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0762
 DX0762.The horizontal coordinates were scaled from a topographic map and have
 DX0762.an estimated accuracy of +/- 6 seconds.
 DX0762
 DX0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0762.The vertical order pertains to the NGVD 29 superseded value.
 DX0762
 DX0762.The geoid height was determined by GEOID03.
 DX0762
 DX0762;                    North         East    Units  Estimated Accuracy
 DX0762;SPC CA 6     -   676,030.    1,996,760.      MT  (+/- 180 meters Scaled)
 DX0762
 DX0762                          SUPERSEDED SURVEY CONTROL
 DX0762
 DX0762  NGVD 29 (??/??/??)   21.794  (m)           71.50   (f) ADJUSTED    1 2
 DX0762
 DX0762.Superseded values are not recommended for survey control.
 DX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0762.See file dsdata.txt to determine how the superseded data were derived.
 DX0762
 DX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT662350(NAD 83)
 DX0762_MARKER: P = PIPE CAP
 DX0762_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0762_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0762_STAMPING: 71.197 T
 DX0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0762
 DX0762  HISTORY     - Date     Condition        Report By
 DX0762  HISTORY     - UNK      MONUMENTED       USGS
 DX0762  HISTORY     - 1935     GOOD             NGS
 DX0762  HISTORY     - 1968     SEE DESCRIPTION  CA-065
 DX0762
 DX0762                          STATION DESCRIPTION
 DX0762
 DX0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DX0762'AT MYOMA.
 DX0762'AT MYOMA, RIVERSIDE COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 DX0762'ABOUT 1500 FEET NORTHWEST OF THE STATION, AT THE NORTHWEST END
 DX0762'OF THE SIDING, 50 FEET WEST OF SEMAPHORE 6062, AND 46 FEET
 DX0762'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 DX0762'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 71.197 T AND RIVETED
 DX0762'ON THE TOP OF A 3-1/2-INCH PIPE PROJECTING 6 INCHES ABOVE GROUND.
 DX0762
 DX0762                          STATION RECOVERY (1968)
 DX0762
 DX0762'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2513 ***********************************************************************
 HS2513  DESIGNATION -  70 USBR
 HS2513  PID         -  HS2513
 HS2513  STATE/COUNTY-  CA/MERCED
 HS2513  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2513
 HS2513                         *CURRENT SURVEY CONTROL
 HS2513  ___________________________________________________________________
 HS2513* NAD 83(1986)-  37 05 35.     (N)    121 02 13.     (W)     SCALED    
 HS2513* NAVD 88     -        54.52   (+/-2cm)     178.9    (feet)  VERTCON   
 HS2513  ___________________________________________________________________
 HS2513  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HS2513  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2513
 HS2513.The horizontal coordinates were scaled from a topographic map and have
 HS2513.an estimated accuracy of +/- 6 seconds.
 HS2513
 HS2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2513.The vertical order pertains to the NGVD 29 superseded value.
 HS2513
 HS2513.The geoid height was determined by GEOID03.
 HS2513
 HS2513;                    North         East    Units  Estimated Accuracy
 HS2513;SPC CA 3     -   565,960.    1,952,270.      MT  (+/- 180 meters Scaled)
 HS2513
 HS2513                          SUPERSEDED SURVEY CONTROL
 HS2513
 HS2513  NGVD 29 (??/??/??)   53.682  (m)          176.12   (f) ADJUSTED    1 1
 HS2513
 HS2513.Superseded values are not recommended for survey control.
 HS2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2513.See file dsdata.txt to determine how the superseded data were derived.
 HS2513
 HS2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG744069(NAD 83)
 HS2513_MARKER: DD = SURVEY DISK
 HS2513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2513_SP_SET: BRIDGE CURB
 HS2513_STAMPING: 69.99
 HS2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2513
 HS2513  HISTORY     - Date     Condition        Report By
 HS2513  HISTORY     - UNK      MONUMENTED       BOR
 HS2513  HISTORY     - 1969     GOOD             NGS
 HS2513  HISTORY     - 1974     GOOD             NGS
 HS2513
 HS2513                          STATION DESCRIPTION
 HS2513
 HS2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HS2513'12.3 MI W FROM LOS BANOS.
 HS2513'9.15 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS2513'OF SIXTH STREET AT LOS BANOS, THENCE 1.85 MILES NORTH ALONG
 HS2513'JENSEN ROAD, THENCE 1.3 MILES NORTHWEST ALONG DELTA-MENDOTA
 HS2513'CANAL, AT THE SAN LUIS WASTE-WAY, IN THE TOP OF THE NORTHWEST END
 HS2513'OF THE SOUTHWEST CONCRETE CURB OF A BRIDGE OVER THE WASTE-WAY,
 HS2513'8 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD ALONG THE EAST
 HS2513'LEVEE, 25 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CANAL,
 HS2513'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 HS2513
 HS2513                          STATION RECOVERY (1974)
 HS2513
 HS2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1483 ***********************************************************************
 HS1483  DESIGNATION -  70 USGS
 HS1483  PID         -  HS1483
 HS1483  STATE/COUNTY-  CA/STANISLAUS
 HS1483  USGS QUAD   -  GUSTINE (1973)
 HS1483
 HS1483                         *CURRENT SURVEY CONTROL
 HS1483  ___________________________________________________________________
 HS1483* NAD 83(1986)-  37 19 59.     (N)    120 59 29.     (W)     SCALED    
 HS1483* NAVD 88     -        22.05   (+/-2cm)      72.3    (feet)  VERTCON   
 HS1483  ___________________________________________________________________
 HS1483  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HS1483  VERT ORDER  -  THIRD (See Below)
 HS1483
 HS1483.The horizontal coordinates were scaled from a topographic map and have
 HS1483.an estimated accuracy of +/- 6 seconds.
 HS1483
 HS1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1483.The vertical order pertains to the NGVD 29 superseded value.
 HS1483
 HS1483.The geoid height was determined by GEOID03.
 HS1483
 HS1483;                    North         East    Units  Estimated Accuracy
 HS1483;SPC CA 3     -   592,570.    1,956,450.      MT  (+/- 180 meters Scaled)
 HS1483
 HS1483                          SUPERSEDED SURVEY CONTROL
 HS1483
 HS1483  NGVD 29 (??/??/??)   21.31   (m)           69.9    (f) RESET       3  
 HS1483
 HS1483.Superseded values are not recommended for survey control.
 HS1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1483.See file dsdata.txt to determine how the superseded data were derived.
 HS1483
 HS1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG779337(NAD 83)
 HS1483_MARKER: P = PIPE CAP
 HS1483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1483_STAMPING: 70 1913
 HS1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1483
 HS1483  HISTORY     - Date     Condition        Report By
 HS1483  HISTORY     - 1913     MONUMENTED       USGS
 HS1483  HISTORY     - 1957     GOOD             NGS
 HS1483  HISTORY     - 1966     GOOD             NGS
 HS1483
 HS1483                          STATION DESCRIPTION
 HS1483
 HS1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS1483'2.1 MI NE FROM NEWMAN.
 HS1483'2.1 MILES NORTHEAST ALONG HILLS FERRY ROAD FROM THE SOUTHERN
 HS1483'PACIFIC COMPANY RAILROAD STATION AT NEWMAN, IN R9E T7S S9, AT
 HS1483'THE Y JUNCTION OF STUHR ROAD LEADING WEST, 95 FEET SOUTH OF THE
 HS1483'SOUTH CORNER OF A FARMHOUSE, 81 1/2 FEET EAST OF THE SOUTHEAST
 HS1483'CORNER OF A FARMHOUSE, 55 1/2 FEET NORTHWEST OF THE CENTER LINE
 HS1483'OF HILLS FERRY ROAD, 35 FEET NORTH OF THE CENTER LINE OF STUHR
 HS1483'ROAD, 5 FEET WEST OF POWER LINE POLE 13-13, 0.9 FOOT NORTHEAST
 HS1483'OF A WITNESS POST, 0.5 FOOT SOUTH OF A 6-BY 6-INCH WOODEN POST,
 HS1483'ABOUT 1 FOOT HIGHER THAN THE ROADS, AND RIVETED ON THE TOP OF AN
 HS1483'IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 HS1483
 HS1483                          STATION RECOVERY (1966)
 HS1483
 HS1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2711 ***********************************************************************
 HS2711  DESIGNATION -  70.82 LT USBR
 HS2711  PID         -  HS2711
 HS2711  STATE/COUNTY-  CA/MERCED
 HS2711  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2711
 HS2711                         *CURRENT SURVEY CONTROL
 HS2711  ___________________________________________________________________
 HS2711* NAD 83(1986)-  37 04 38.     (N)    121 00 52.     (W)     SCALED    
 HS2711* NAVD 88     -        73.15   (+/-2cm)     240.0    (feet)  VERTCON   
 HS2711  ___________________________________________________________________
 HS2711  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HS2711  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2711
 HS2711.The horizontal coordinates were scaled from a topographic map and have
 HS2711.an estimated accuracy of +/- 6 seconds.
 HS2711
 HS2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2711.The vertical order pertains to the NGVD 29 superseded value.
 HS2711
 HS2711.The geoid height was determined by GEOID03.
 HS2711
 HS2711;                    North         East    Units  Estimated Accuracy
 HS2711;SPC CA 3     -   564,190.    1,954,260.      MT  (+/- 180 meters Scaled)
 HS2711
 HS2711                          SUPERSEDED SURVEY CONTROL
 HS2711
 HS2711  NGVD 29 (??/??/??)   72.299  (m)          237.20   (f) ADJUSTED    1 1
 HS2711
 HS2711.Superseded values are not recommended for survey control.
 HS2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2711.See file dsdata.txt to determine how the superseded data were derived.
 HS2711
 HS2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG764052(NAD 83)
 HS2711_MARKER: DD = SURVEY DISK
 HS2711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2711_SP_SET: BRIDGE GUARDRAIL
 HS2711_STAMPING: 70.82 LT
 HS2711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2711
 HS2711  HISTORY     - Date     Condition        Report By
 HS2711  HISTORY     - UNK      MONUMENTED       BOR
 HS2711  HISTORY     - 1967     GOOD             NGS
 HS2711  HISTORY     - 1974     GOOD             NGS
 HS2711
 HS2711                          STATION DESCRIPTION
 HS2711
 HS2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2711'15.9 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS2711'15.9 MILES NORTHWEST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 HS2711'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, TO REACH FROM
 HS2711'THE INTERSECTION OF STATE HIGHWAY 52 AND SIXTH STREET IN LOS BANOS
 HS2711'GO 9.15 MILES WEST ALONG STATE HIGHWAY 52, THENCE 1.2 MILES NORTH
 HS2711'ALONG JENSEN ROAD, IN R9E, T10S, SECTION 7, 0.05 MILE NORTH OF
 HS2711'BENCH MARK A 1071 (USBR), IN THE TOP OF THE NORTH END OF THE WEST
 HS2711'CONCRETE GUARDRAIL OF JENSEN ROAD BRIDGE OVER THE AQUEDUCT,
 HS2711'16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2
 HS2711'FEET HIGHER THAN THE ROAD.
 HS2711
 HS2711                          STATION RECOVERY (1974)
 HS2711
 HS2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS2711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2712 ***********************************************************************
 HS2712  DESIGNATION -  70.89 LT USBR
 HS2712  PID         -  HS2712
 HS2712  STATE/COUNTY-  CA/MERCED
 HS2712  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2712
 HS2712                         *CURRENT SURVEY CONTROL
 HS2712  ___________________________________________________________________
 HS2712* NAD 83(1986)-  37 04 36.     (N)    121 00 47.     (W)     SCALED    
 HS2712* NAVD 88     -        73.25   (+/-2cm)     240.3    (feet)  VERTCON   
 HS2712  ___________________________________________________________________
 HS2712  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HS2712  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2712
 HS2712.The horizontal coordinates were scaled from a topographic map and have
 HS2712.an estimated accuracy of +/- 6 seconds.
 HS2712
 HS2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2712.The vertical order pertains to the NGVD 29 superseded value.
 HS2712
 HS2712.The geoid height was determined by GEOID03.
 HS2712
 HS2712;                    North         East    Units  Estimated Accuracy
 HS2712;SPC CA 3     -   564,130.    1,954,380.      MT  (+/- 180 meters Scaled)
 HS2712
 HS2712                          SUPERSEDED SURVEY CONTROL
 HS2712
 HS2712  NGVD 29 (??/??/??)   72.390  (m)          237.50   (f) ADJUSTED    1 1
 HS2712
 HS2712.Superseded values are not recommended for survey control.
 HS2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2712.See file dsdata.txt to determine how the superseded data were derived.
 HS2712
 HS2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG766052(NAD 83)
 HS2712_MARKER: DD = SURVEY DISK
 HS2712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2712_SP_SET: WINCH MOTOR DECK
 HS2712_STAMPING: 70.89 LT
 HS2712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2712
 HS2712  HISTORY     - Date     Condition        Report By
 HS2712  HISTORY     - UNK      MONUMENTED       BOR
 HS2712  HISTORY     - 1967     GOOD             NGS
 HS2712
 HS2712                          STATION DESCRIPTION
 HS2712
 HS2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2712'15.8 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS2712'15.85 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS2712'AMIGOS PUMP PLANT, 0.05 MILE EAST OF THE CROSSING OF JENSEN
 HS2712'ROAD, AT A CHECK STRUCTURE, IN THE TOP OF THE NORTH END OF A
 HS2712'WINCH MOTOR DECK, 91 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 HS2712'LEVEE ROAD, 3.3 FEET WEST OF THE CENTER OF THE DECK, 1.1 FEET
 HS2712'SOUTH OF THE NORTH END OF THE DECK, 0.8 FOOT SOUTHEAST OF THE
 HS2712'CORNER GUARDRAIL POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1030 ***********************************************************************
 EV1030  DESIGNATION -  700 1
 EV1030  PID         -  EV1030
 EV1030  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1030  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1030
 EV1030                         *CURRENT SURVEY CONTROL
 EV1030  ___________________________________________________________________
 EV1030* NAD 83(1986)-  34 06 07.     (N)    117 20 20.     (W)     SCALED    
 EV1030* NAVD 88     -       354.324  (meters)    1162.48   (feet)  READJUSTED
 EV1030  ___________________________________________________________________
 EV1030  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV1030  DYNAMIC HT  -         353.920 (meters)    1161.15  (feet)  COMP
 EV1030  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 EV1030
 EV1030  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1030
 EV1030.The horizontal coordinates were scaled from a topographic map and have
 EV1030.an estimated accuracy of +/- 6 seconds.
 EV1030
 EV1030.The orthometric height was determined by differential leveling
 EV1030.and adjusted in February 1993.
 EV1030.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1030.distribution rate of 0.0 thru 1.0 mm/km.
 EV1030.The height was derived from older observations constrained to new
 EV1030.heights in a crustal motion area.  The height is approximate in
 EV1030.relation to other heights in its vicinity.
 EV1030
 EV1030.The geoid height was determined by GEOID03.
 EV1030
 EV1030.The dynamic height is computed by dividing the NAVD 88
 EV1030.geopotential number by the normal gravity value computed on the
 EV1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1030.degrees latitude (g = 980.6199 gals.).
 EV1030
 EV1030.The modeled gravity was interpolated from observed gravity values.
 EV1030
 EV1030;                    North         East    Units  Estimated Accuracy
 EV1030;SPC CA 5     -   566,970.    2,061,000.      MT  (+/- 180 meters Scaled)
 EV1030
 EV1030                          SUPERSEDED SURVEY CONTROL
 EV1030
 EV1030  NGVD 29 (??/??/92)  353.527  (m)         1159.86   (f) ADJ UNCH    1 1
 EV1030
 EV1030.Superseded values are not recommended for survey control.
 EV1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1030.See file dsdata.txt to determine how the superseded data were derived.
 EV1030
 EV1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT687735(NAD 83)
 EV1030_MARKER: DD = SURVEY DISK
 EV1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1030_SP_SET: BRIDGE
 EV1030_STAMPING: 700-1 1968
 EV1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1030
 EV1030  HISTORY     - Date     Condition        Report By
 EV1030  HISTORY     - 1968     MONUMENTED       CA-071
 EV1030  HISTORY     - 1978     GOOD             NGS
 EV1030  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1030
 EV1030                          STATION DESCRIPTION
 EV1030
 EV1030'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1030'1.8 MI W FROM SAN BERNARDINO.
 EV1030'1.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1030'FROM THE STATION IN SAN BERNARDINO, SET STANDARD BRASS MARK DISK
 EV1030'IN TOP OF THE NORTHWEST CORNER OF THE NORTHEAST CONCRETE BRIDGE
 EV1030'ABUTMENT FOR STEEL GIRDER BRIDGE 3 POLES WEST OF MILEPOST 83,
 EV1030'5.3 FEET NORTHERLY OF THE NORTHERLY RAIL, APPROXIMATELY 1/4
 EV1030'MILE NORTHEASTERLY OF THE SOUTHERN PACIFIC RAILWAY
 EV1030'OVERCROSSING AT RIALTO AVE., AND 0.8 FOOT BELOW TRACKS.
 EV1030
 EV1030                          STATION RECOVERY (1978)
 EV1030
 EV1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1030'RECOVERED IN GOOD CONDITION.
 EV1030
 EV1030                          STATION RECOVERY (1988)
 EV1030
 EV1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1030'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1239 ***********************************************************************
 EV1239  DESIGNATION -  700 10
 EV1239  PID         -  EV1239
 EV1239  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1239  USGS QUAD   -  FONTANA (1980)
 EV1239
 EV1239                         *CURRENT SURVEY CONTROL
 EV1239  ___________________________________________________________________
 EV1239* NAD 83(1986)-  34 05 45.     (N)    117 24 50.     (W)     SCALED    
 EV1239* NAVD 88     -       381.172  (meters)    1250.56   (feet)  READJUSTED
 EV1239  ___________________________________________________________________
 EV1239  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 EV1239  DYNAMIC HT  -         380.750 (meters)    1249.18  (feet)  COMP
 EV1239  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 EV1239
 EV1239  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1239
 EV1239.The horizontal coordinates were scaled from a topographic map and have
 EV1239.an estimated accuracy of +/- 6 seconds.
 EV1239
 EV1239.The orthometric height was determined by differential leveling
 EV1239.and adjusted in February 1993.
 EV1239.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1239.distribution rate of 0.0 thru 1.0 mm/km.
 EV1239.The height was derived from older observations constrained to new
 EV1239.heights in a crustal motion area.  The height is approximate in
 EV1239.relation to other heights in its vicinity.
 EV1239
 EV1239.The geoid height was determined by GEOID03.
 EV1239
 EV1239.The dynamic height is computed by dividing the NAVD 88
 EV1239.geopotential number by the normal gravity value computed on the
 EV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1239.degrees latitude (g = 980.6199 gals.).
 EV1239
 EV1239.The modeled gravity was interpolated from observed gravity values.
 EV1239
 EV1239;                    North         East    Units  Estimated Accuracy
 EV1239;SPC CA 5     -   566,250.    2,054,090.      MT  (+/- 180 meters Scaled)
 EV1239
 EV1239                          SUPERSEDED SURVEY CONTROL
 EV1239
 EV1239  NGVD 29 (??/??/92)  380.384  (m)         1247.98   (f) ADJ UNCH    1 1
 EV1239
 EV1239.Superseded values are not recommended for survey control.
 EV1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1239.See file dsdata.txt to determine how the superseded data were derived.
 EV1239
 EV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT618728(NAD 83)
 EV1239_MARKER: DD = SURVEY DISK
 EV1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1239_SP_SET: CURB
 EV1239_STAMPING: 700-10 1968
 EV1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1239
 EV1239  HISTORY     - Date     Condition        Report By
 EV1239  HISTORY     - 1968     MONUMENTED       CA-071
 EV1239  HISTORY     - 1969     GOOD             CA-071
 EV1239  HISTORY     - 1978     GOOD             NGS
 EV1239
 EV1239                          STATION DESCRIPTION
 EV1239
 EV1239'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV1239'2.5 MI W FROM RIALTO.
 EV1239'2.5 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1239'FROM THE SIDING SIGN AT RIALTO, 1.4 MILES EAST OF FONTANA
 EV1239'STATION, 61.7 FEET NORTH OF NORTH RAIL, 143 FEET SOUTH OF
 EV1239'CENTERLINE OF ORANGE WAY, SET BRASS DISK IN TOP CURB ON EAST
 EV1239'SIDE LAUREL AVE., 6 FEET NORTH OF NORTH SIDE OF FLOOD CHANNEL
 EV1239'AND 2.4 FEET BELOW TRACKS.
 EV1239
 EV1239                          STATION RECOVERY (1978)
 EV1239
 EV1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1238 ***********************************************************************
 EV1238  DESIGNATION -  700 11
 EV1238  PID         -  EV1238
 EV1238  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1238  USGS QUAD   -  FONTANA (1980)
 EV1238
 EV1238                         *CURRENT SURVEY CONTROL
 EV1238  ___________________________________________________________________
 EV1238* NAD 83(1986)-  34 05 45.     (N)    117 25 20.     (W)     SCALED    
 EV1238* NAVD 88     -       381.298  (meters)    1250.98   (feet)  READJUSTED
 EV1238  ___________________________________________________________________
 EV1238  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 EV1238  DYNAMIC HT  -         380.870 (meters)    1249.57  (feet)  COMP
 EV1238  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 EV1238
 EV1238  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1238
 EV1238.The horizontal coordinates were scaled from a topographic map and have
 EV1238.an estimated accuracy of +/- 6 seconds.
 EV1238
 EV1238.The orthometric height was determined by differential leveling
 EV1238.and adjusted in February 1993.
 EV1238.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1238.distribution rate of 0.0 thru 1.0 mm/km.
 EV1238.The height was derived from older observations constrained to new
 EV1238.heights in a crustal motion area.  The height is approximate in
 EV1238.relation to other heights in its vicinity.
 EV1238
 EV1238.The geoid height was determined by GEOID03.
 EV1238
 EV1238.The dynamic height is computed by dividing the NAVD 88
 EV1238.geopotential number by the normal gravity value computed on the
 EV1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1238.degrees latitude (g = 980.6199 gals.).
 EV1238
 EV1238.The modeled gravity was interpolated from observed gravity values.
 EV1238
 EV1238;                    North         East    Units  Estimated Accuracy
 EV1238;SPC CA 5     -   566,250.    2,053,320.      MT  (+/- 180 meters Scaled)
 EV1238
 EV1238                          SUPERSEDED SURVEY CONTROL
 EV1238
 EV1238  NGVD 29 (??/??/92)  380.511  (m)         1248.39   (f) ADJ UNCH    1 1
 EV1238
 EV1238.Superseded values are not recommended for survey control.
 EV1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1238.See file dsdata.txt to determine how the superseded data were derived.
 EV1238
 EV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT610728(NAD 83)
 EV1238_MARKER: DD = SURVEY DISK
 EV1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1238_SP_SET: CURB
 EV1238_STAMPING: 700-11 1968
 EV1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1238
 EV1238  HISTORY     - Date     Condition        Report By
 EV1238  HISTORY     - 1968     MONUMENTED       CA-071
 EV1238  HISTORY     - 1978     GOOD             NGS
 EV1238
 EV1238                          STATION DESCRIPTION
 EV1238
 EV1238'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1238'0.8 MI E FROM FONTANA.
 EV1238'0.85 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1238'FROM THE SIDING SIGN AT FONTANA, SET BRASS DISK IN TOP OF CURB
 EV1238'IN CUL-DE-SAC ON WEST SIDE TAMARIND AVE. IN FRONT OF RESIDENT
 EV1238'AT 8732 TAMARIND AVE. 22 FEET NORTH OF NORTH CURB OF DRIVEWAY,
 EV1238'1.5 FEET NORTHEASTERLY OF PP 262292 CEPCO, 72 FEET SOUTH OF SOUTH
 EV1238'RAIL, AND 1.8 FEET BELOW TRACKS.
 EV1238
 EV1238                          STATION RECOVERY (1978)
 EV1238
 EV1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1238'OMIT--STAMPING OF 1968. ADD--0.5 WEST OF 700-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1237 ***********************************************************************
 EV1237  DESIGNATION -  700 12
 EV1237  PID         -  EV1237
 EV1237  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1237  USGS QUAD   -  FONTANA (1980)
 EV1237
 EV1237                         *CURRENT SURVEY CONTROL
 EV1237  ___________________________________________________________________
 EV1237* NAD 83(1986)-  34 05 44.     (N)    117 25 49.     (W)     SCALED    
 EV1237* NAVD 88     -       383.015  (meters)    1256.61   (feet)  READJUSTED
 EV1237  ___________________________________________________________________
 EV1237  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EV1237  DYNAMIC HT  -         382.590 (meters)    1255.21  (feet)  COMP
 EV1237  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 EV1237
 EV1237  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1237
 EV1237.The horizontal coordinates were scaled from a topographic map and have
 EV1237.an estimated accuracy of +/- 6 seconds.
 EV1237
 EV1237.The orthometric height was determined by differential leveling
 EV1237.and adjusted in February 1993.
 EV1237.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1237.distribution rate of 0.0 thru 1.0 mm/km.
 EV1237.The height was derived from older observations constrained to new
 EV1237.heights in a crustal motion area.  The height is approximate in
 EV1237.relation to other heights in its vicinity.
 EV1237
 EV1237.The geoid height was determined by GEOID03.
 EV1237
 EV1237.The dynamic height is computed by dividing the NAVD 88
 EV1237.geopotential number by the normal gravity value computed on the
 EV1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1237.degrees latitude (g = 980.6199 gals.).
 EV1237
 EV1237.The modeled gravity was interpolated from observed gravity values.
 EV1237
 EV1237;                    North         East    Units  Estimated Accuracy
 EV1237;SPC CA 5     -   566,210.    2,052,570.      MT  (+/- 180 meters Scaled)
 EV1237
 EV1237                          SUPERSEDED SURVEY CONTROL
 EV1237
 EV1237  NGVD 29 (??/??/92)  382.229  (m)         1254.03   (f) ADJ UNCH    1 1
 EV1237
 EV1237.Superseded values are not recommended for survey control.
 EV1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1237.See file dsdata.txt to determine how the superseded data were derived.
 EV1237
 EV1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT603728(NAD 83)
 EV1237_MARKER: DD = SURVEY DISK
 EV1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1237_SP_SET: CURB
 EV1237_STAMPING: 700-12 1968
 EV1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1237
 EV1237  HISTORY     - Date     Condition        Report By
 EV1237  HISTORY     - 1968     MONUMENTED       CA-071
 EV1237  HISTORY     - 1978     GOOD             NGS
 EV1237
 EV1237                          STATION DESCRIPTION
 EV1237
 EV1237'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1237'0.4 MI E FROM FONTANA.
 EV1237'0.35 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1237'FROM THE STATION SIGN AT FONTANA SIDING, SET BRASS DISK IN TOP
 EV1237'OF WEST CURB OF MANGO AVE., 7 1/2 FEET SOUTH OF NORTH END CURB,
 EV1237'6.0 FEET SOUTH OF PP 1595386E, 55 1/2 FEET SOUTH OF SOUTH RAIL,
 EV1237'7 1/2 FEET EAST AND 7 1/2 FEET SOUTH OF THE NORTHEAST CORNER
 EV1237'OF A 6 FOOT CHAIN LINK FENCE, AND 1 1/2 FEET BELOW TRACKS.
 EV1237
 EV1237                          STATION RECOVERY (1978)
 EV1237
 EV1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1237'OMIT--7.5 FT. SOUTH OF NORTH END CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1236 ***********************************************************************
 EV1236  DESIGNATION -  700 13
 EV1236  PID         -  EV1236
 EV1236  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1236  USGS QUAD   -  FONTANA (1980)
 EV1236
 EV1236                         *CURRENT SURVEY CONTROL
 EV1236  ___________________________________________________________________
 EV1236* NAD 83(1986)-  34 05 43.     (N)    117 26 24.     (W)     SCALED    
 EV1236* NAVD 88     -       381.280  (meters)    1250.92   (feet)  READJUSTED
 EV1236  ___________________________________________________________________
 EV1236  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EV1236  DYNAMIC HT  -         380.860 (meters)    1249.54  (feet)  COMP
 EV1236  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 EV1236  OBS GRAVITY -     979,508.6   (mgal)                       GRAV_OBS
 EV1236
 EV1236  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1236
 EV1236.The horizontal coordinates were scaled from a topographic map and have
 EV1236.an estimated accuracy of +/- 6 seconds.
 EV1236
 EV1236.The orthometric height was determined by differential leveling
 EV1236.and adjusted in February 1993.
 EV1236.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1236.distribution rate of 0.0 thru 1.0 mm/km.
 EV1236.The height was derived from older observations constrained to new
 EV1236.heights in a crustal motion area.  The height is approximate in
 EV1236.relation to other heights in its vicinity.
 EV1236
 EV1236.The geoid height was determined by GEOID03.
 EV1236
 EV1236.The dynamic height is computed by dividing the NAVD 88
 EV1236.geopotential number by the normal gravity value computed on the
 EV1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1236.degrees latitude (g = 980.6199 gals.).
 EV1236
 EV1236.The modeled gravity was interpolated from observed gravity values.
 EV1236.The observed gravity was obtained from relative gravimeter ties
 EV1236.to the IGSN71 gravity network.
 EV1236
 EV1236;                    North         East    Units  Estimated Accuracy
 EV1236;SPC CA 5     -   566,180.    2,051,680.      MT  (+/- 180 meters Scaled)
 EV1236
 EV1236                          SUPERSEDED SURVEY CONTROL
 EV1236
 EV1236  NGVD 29 (??/??/92)  380.496  (m)         1248.34   (f) ADJ UNCH    1 1
 EV1236
 EV1236.Superseded values are not recommended for survey control.
 EV1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1236.See file dsdata.txt to determine how the superseded data were derived.
 EV1236
 EV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT594728(NAD 83)
 EV1236_MARKER: DD = SURVEY DISK
 EV1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1236_SP_SET: CULVERT
 EV1236_STAMPING: 700-13 1968
 EV1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1236
 EV1236  HISTORY     - Date     Condition        Report By
 EV1236  HISTORY     - 1968     MONUMENTED       CA-071
 EV1236  HISTORY     - 1978     GOOD             NGS
 EV1236
 EV1236                          STATION DESCRIPTION
 EV1236
 EV1236'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1236'0.2 MI W FROM FONTANA.
 EV1236'0.15 MILE WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV1236'THE STATION SIGN AT FONTANA SIDING, SET BRASS DISK IN SOUTH
 EV1236'END OF CONCRETE END WALL FOR TWIN 24 IN CONCRETE CULVERTS, 39
 EV1236'FEET WEST OF CENTER LINE OF JUNIPER AVE., 36 1/2 NORTH OF NORTH
 EV1236'RAIL OF MAIN LINE TRACKS, AND 0.7 FEET ABOVE TRACKS.
 EV1236
 EV1236                          STATION RECOVERY (1978)
 EV1236
 EV1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1235 ***********************************************************************
 EV1235  DESIGNATION -  700 14
 EV1235  PID         -  EV1235
 EV1235  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1235  USGS QUAD   -  FONTANA (1980)
 EV1235
 EV1235                         *CURRENT SURVEY CONTROL
 EV1235  ___________________________________________________________________
 EV1235* NAD 83(1986)-  34 05 42.     (N)    117 26 56.     (W)     SCALED    
 EV1235* NAVD 88     -       377.215  (meters)    1237.58   (feet)  READJUSTED
 EV1235  ___________________________________________________________________
 EV1235  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 EV1235  DYNAMIC HT  -         376.800 (meters)    1236.22  (feet)  COMP
 EV1235  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 EV1235
 EV1235  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1235
 EV1235.The horizontal coordinates were scaled from a topographic map and have
 EV1235.an estimated accuracy of +/- 6 seconds.
 EV1235
 EV1235.The orthometric height was determined by differential leveling
 EV1235.and adjusted in February 1993.
 EV1235.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1235.distribution rate of 0.0 thru 1.0 mm/km.
 EV1235.The height was derived from older observations constrained to new
 EV1235.heights in a crustal motion area.  The height is approximate in
 EV1235.relation to other heights in its vicinity.
 EV1235
 EV1235.The geoid height was determined by GEOID03.
 EV1235
 EV1235.The dynamic height is computed by dividing the NAVD 88
 EV1235.geopotential number by the normal gravity value computed on the
 EV1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1235.degrees latitude (g = 980.6199 gals.).
 EV1235
 EV1235.The modeled gravity was interpolated from observed gravity values.
 EV1235
 EV1235;                    North         East    Units  Estimated Accuracy
 EV1235;SPC CA 5     -   566,140.    2,050,860.      MT  (+/- 180 meters Scaled)
 EV1235
 EV1235                          SUPERSEDED SURVEY CONTROL
 EV1235
 EV1235  NGVD 29 (??/??/92)  376.432  (m)         1235.01   (f) ADJ UNCH    1 1
 EV1235
 EV1235.Superseded values are not recommended for survey control.
 EV1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1235.See file dsdata.txt to determine how the superseded data were derived.
 EV1235
 EV1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT585727(NAD 83)
 EV1235_MARKER: DD = SURVEY DISK
 EV1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1235_SP_SET: CONCRETE STOOP
 EV1235_STAMPING: 700-14 1968
 EV1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1235
 EV1235  HISTORY     - Date     Condition        Report By
 EV1235  HISTORY     - 1968     MONUMENTED       CA-071
 EV1235  HISTORY     - 1978     GOOD             NGS
 EV1235
 EV1235                          STATION DESCRIPTION
 EV1235
 EV1235'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1235'0.6 MI W FROM FONTANA.
 EV1235'0.65 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1235'FROM THE STATION SIGN AT FONTANA SIDING, SET BRASS DISK IN TOP
 EV1235'OF THE NORTHEAST CORNER OF CONCRETE STOOP AT THE NORTHWEST
 EV1235'CORNER OF FONTANA UNION WATER COMPANY WELL NO. 121 CORREGATED
 EV1235'METAL BUILDING LOCATED ON THE WEST SIDE OF OLEANDER AVE., 86
 EV1235'FEET WEST OF CENTER LINE OF OLEANDER AVE., 88 1/2 FEET SOUTH OF
 EV1235'THE SOUTH RAIL AND 4 FEET BELOW THE TRACKS.
 EV1235
 EV1235                          STATION RECOVERY (1978)
 EV1235
 EV1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1234 ***********************************************************************
 EV1234  DESIGNATION -  700 15
 EV1234  PID         -  EV1234
 EV1234  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1234  USGS QUAD   -  FONTANA (1980)
 EV1234
 EV1234                         *CURRENT SURVEY CONTROL
 EV1234  ___________________________________________________________________
 EV1234* NAD 83(1986)-  34 05 40.     (N)    117 27 27.     (W)     SCALED    
 EV1234* NAVD 88     -       374.377  (meters)    1228.27   (feet)  READJUSTED
 EV1234  ___________________________________________________________________
 EV1234  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EV1234  DYNAMIC HT  -         373.960 (meters)    1226.90  (feet)  COMP
 EV1234  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 EV1234
 EV1234  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1234
 EV1234.The horizontal coordinates were scaled from a topographic map and have
 EV1234.an estimated accuracy of +/- 6 seconds.
 EV1234
 EV1234.The orthometric height was determined by differential leveling
 EV1234.and adjusted in February 1993.
 EV1234.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1234.distribution rate of 0.0 thru 1.0 mm/km.
 EV1234.The height was derived from older observations constrained to new
 EV1234.heights in a crustal motion area.  The height is approximate in
 EV1234.relation to other heights in its vicinity.
 EV1234
 EV1234.The geoid height was determined by GEOID03.
 EV1234
 EV1234.The dynamic height is computed by dividing the NAVD 88
 EV1234.geopotential number by the normal gravity value computed on the
 EV1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1234.degrees latitude (g = 980.6199 gals.).
 EV1234
 EV1234.The modeled gravity was interpolated from observed gravity values.
 EV1234
 EV1234;                    North         East    Units  Estimated Accuracy
 EV1234;SPC CA 5     -   566,070.    2,050,060.      MT  (+/- 180 meters Scaled)
 EV1234
 EV1234                          SUPERSEDED SURVEY CONTROL
 EV1234
 EV1234  NGVD 29 (??/??/92)  373.595  (m)         1225.70   (f) ADJ UNCH    1 1
 EV1234
 EV1234.Superseded values are not recommended for survey control.
 EV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1234.See file dsdata.txt to determine how the superseded data were derived.
 EV1234
 EV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT577727(NAD 83)
 EV1234_MARKER: DD = SURVEY DISK
 EV1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1234_STAMPING: 700-15 1968
 EV1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1234+STABILITY: SURFACE MOTION
 EV1234
 EV1234  HISTORY     - Date     Condition        Report By
 EV1234  HISTORY     - 1968     MONUMENTED       CA-071
 EV1234  HISTORY     - 1978     GOOD             NGS
 EV1234
 EV1234                          STATION DESCRIPTION
 EV1234
 EV1234'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1234'1.2 MI W FROM FONTANA.
 EV1234'1.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1234'FROM THE STATION SIGN AT FONTANA SIDING, SET CONCRETE POST
 EV1234'6 IN X 6 IN AT TOP, 4 FEET LONG WITH BRASS DISK IN TOP,
 EV1234'PROJECTING 0.8 FOOT ABOVE GROUND, 20 FEET EAST CENTER LINE
 EV1234'CATAWBA AVE., 49 FEET SOUTH OF SOUTH RAIL OF MAIN LINE, 10 FEET
 EV1234'NORTH OF NORTH ROW OF EUCALYPTUS TREES, 2 1/2 FEET WEST AND
 EV1234'1 1/2 FEET SOUTH OF FENCE CORNER, 3 FEET EAST OF WITNESS POST
 EV1234'AND 1.0 FEET ABOVE MAIN LINE TRACKS, APPROX. 2 POLES EAST MILE
 EV1234'POST 90.
 EV1234
 EV1234                          STATION RECOVERY (1978)
 EV1234
 EV1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1233 ***********************************************************************
 EV1233  DESIGNATION -  700 16
 EV1233  PID         -  EV1233
 EV1233  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1233  USGS QUAD   -  FONTANA (1980)
 EV1233
 EV1233                         *CURRENT SURVEY CONTROL
 EV1233  ___________________________________________________________________
 EV1233* NAD 83(1986)-  34 05 36.     (N)    117 27 51.     (W)     SCALED    
 EV1233* NAVD 88     -       370.06   (+/-2cm)    1214.1    (feet)  VERTCON   
 EV1233  ___________________________________________________________________
 EV1233  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EV1233  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1233
 EV1233.The horizontal coordinates were scaled from a topographic map and have
 EV1233.an estimated accuracy of +/- 6 seconds.
 EV1233
 EV1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1233.The vertical order pertains to the NGVD 29 superseded value.
 EV1233
 EV1233.The geoid height was determined by GEOID03.
 EV1233
 EV1233;                    North         East    Units  Estimated Accuracy
 EV1233;SPC CA 5     -   565,950.    2,049,450.      MT  (+/- 180 meters Scaled)
 EV1233
 EV1233                          SUPERSEDED SURVEY CONTROL
 EV1233
 EV1233  NGVD 29 (??/??/92)  369.281  (m)         1211.55   (f) ADJ UNCH    1 1
 EV1233
 EV1233.Superseded values are not recommended for survey control.
 EV1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1233.See file dsdata.txt to determine how the superseded data were derived.
 EV1233
 EV1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT571726(NAD 83)
 EV1233_MARKER: S = SPIKE
 EV1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1233_SP_SET: TELEGRAPH POLE
 EV1233_STAMPING: SBCO SURV BM 700-16
 EV1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1233
 EV1233  HISTORY     - Date     Condition        Report By
 EV1233  HISTORY     - UNK      MONUMENTED       CA-071
 EV1233  HISTORY     - 1968     GOOD             CA-071
 EV1233  HISTORY     - 1978     SEE DESCRIPTION  NGS
 EV1233
 EV1233                          STATION DESCRIPTION
 EV1233
 EV1233'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1233'1.5 MI W FROM FONTANA.
 EV1233'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1233'FROM THE STATION SIGN AT FONTANA SIDING, SET R.R. SPIKE IN
 EV1233'TELEGRAPH POLE (NO NUMBER), 78 1/2 WEST OF CENTER LINE OF ELM
 EV1233'ST. 30 FEET SOUTH OF SOUTH RAIL OF MAIN LINE, 18 FEET NORTH
 EV1233'AND 49 1/2 FEET WEST OF FENCE CORNER OF 6 FOOT CHAIN LINK
 EV1233'FENCE, AND 1/2 FOOT ABOVE MAIN LINE TRACKS.
 EV1233
 EV1233                          STATION RECOVERY (1978)
 EV1233
 EV1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1233'SPIKE IN POLE UNFIT FOR NGS LEVELS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1232 ***********************************************************************
 EV1232  DESIGNATION -  700 17
 EV1232  PID         -  EV1232
 EV1232  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1232  USGS QUAD   -  FONTANA (1980)
 EV1232
 EV1232                         *CURRENT SURVEY CONTROL
 EV1232  ___________________________________________________________________
 EV1232* NAD 83(1986)-  34 05 36.     (N)    117 28 29.     (W)     SCALED    
 EV1232* NAVD 88     -       363.436  (meters)    1192.37   (feet)  READJUSTED
 EV1232  ___________________________________________________________________
 EV1232  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 EV1232  DYNAMIC HT  -         363.030 (meters)    1191.04  (feet)  COMP
 EV1232  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 EV1232  OBS GRAVITY -     979,514.2   (mgal)                       GRAV_OBS
 EV1232
 EV1232  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1232
 EV1232.The horizontal coordinates were scaled from a topographic map and have
 EV1232.an estimated accuracy of +/- 6 seconds.
 EV1232
 EV1232.The orthometric height was determined by differential leveling
 EV1232.and adjusted in February 1993.
 EV1232.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1232.distribution rate of 0.0 thru 1.0 mm/km.
 EV1232.The height was derived from older observations constrained to new
 EV1232.heights in a crustal motion area.  The height is approximate in
 EV1232.relation to other heights in its vicinity.
 EV1232
 EV1232.The geoid height was determined by GEOID03.
 EV1232
 EV1232.The dynamic height is computed by dividing the NAVD 88
 EV1232.geopotential number by the normal gravity value computed on the
 EV1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1232.degrees latitude (g = 980.6199 gals.).
 EV1232
 EV1232.The modeled gravity was interpolated from observed gravity values.
 EV1232.The observed gravity was obtained from relative gravimeter ties
 EV1232.to the IGSN71 gravity network.
 EV1232
 EV1232;                    North         East    Units  Estimated Accuracy
 EV1232;SPC CA 5     -   565,940.    2,048,470.      MT  (+/- 180 meters Scaled)
 EV1232
 EV1232                          SUPERSEDED SURVEY CONTROL
 EV1232
 EV1232  NGVD 29 (??/??/92)  362.656  (m)         1189.81   (f) ADJ UNCH    1 1
 EV1232
 EV1232.Superseded values are not recommended for survey control.
 EV1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1232.See file dsdata.txt to determine how the superseded data were derived.
 EV1232
 EV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT562726(NAD 83)
 EV1232_MARKER: DD = SURVEY DISK
 EV1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1232_STAMPING: 700-17 1968
 EV1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1232+STABILITY: SURFACE MOTION
 EV1232
 EV1232  HISTORY     - Date     Condition        Report By
 EV1232  HISTORY     - 1968     MONUMENTED       CA-071
 EV1232  HISTORY     - 1978     GOOD             NGS
 EV1232
 EV1232                          STATION DESCRIPTION
 EV1232
 EV1232'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1232'2 MI W FROM FONTANA.
 EV1232'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1232'FROM THE STATION SIGN AT FONTANA SIDING, SET CONCRETE MONUMENT
 EV1232'6 IN X 6 IN AT TOP 4 FEET LONG, PROJECTING 1/2 FOOT ABOVE GROUND,
 EV1232'5 1/2 FEET EAST OF TELEPHONE POLE (NO NUMBER), 48 FEET WEST
 EV1232'OF CENTER LINE HEMLOCK AVE., 30.25 FEET SOUTH OF SOUTH TRACK
 EV1232'OF MAINLINE, 28 FEET NORTH OF NORTH EUCALYPTUS TREE ROW, AND
 EV1232'1 1/2 FEET BELOW MAIN LINE TRACKS, 2 POLES EAST OF MILE POST
 EV1232'91, 3 FEET WEST AND 1/2 FOOT NORTH OF WITNESS POST.
 EV1232
 EV1232                          STATION RECOVERY (1978)
 EV1232
 EV1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1231 ***********************************************************************
 EV1231  DESIGNATION -  700 18
 EV1231  PID         -  EV1231
 EV1231  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1231  USGS QUAD   -  FONTANA (1980)
 EV1231
 EV1231                         *CURRENT SURVEY CONTROL
 EV1231  ___________________________________________________________________
 EV1231* NAD 83(1986)-  34 05 35.     (N)    117 29 03.     (W)     SCALED    
 EV1231* NAVD 88     -       358.08   (+/-2cm)    1174.8    (feet)  VERTCON   
 EV1231  ___________________________________________________________________
 EV1231  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EV1231  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1231
 EV1231.The horizontal coordinates were scaled from a topographic map and have
 EV1231.an estimated accuracy of +/- 6 seconds.
 EV1231
 EV1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1231.The vertical order pertains to the NGVD 29 superseded value.
 EV1231
 EV1231.The geoid height was determined by GEOID03.
 EV1231
 EV1231;                    North         East    Units  Estimated Accuracy
 EV1231;SPC CA 5     -   565,910.    2,047,600.      MT  (+/- 180 meters Scaled)
 EV1231
 EV1231                          SUPERSEDED SURVEY CONTROL
 EV1231
 EV1231  NGVD 29 (??/??/92)  357.31   (m)         1172.3    (f) COMPUTED    1 1
 EV1231
 EV1231.Superseded values are not recommended for survey control.
 EV1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1231.See file dsdata.txt to determine how the superseded data were derived.
 EV1231
 EV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT553725(NAD 83)
 EV1231_MARKER: S = SPIKE
 EV1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1231_SP_SET: RAILROAD SPIKE
 EV1231_STAMPING: SBCO SURV BM 700-118
 EV1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1231
 EV1231  HISTORY     - Date     Condition        Report By
 EV1231  HISTORY     - UNK      MONUMENTED       CA-071
 EV1231  HISTORY     - 1968     GOOD             CA-071
 EV1231  HISTORY     - 1978     POOR             NGS
 EV1231
 EV1231                          STATION DESCRIPTION
 EV1231
 EV1231'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1231'2.5 MI W FROM FONTANA.
 EV1231'2.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1231'FROM THE STATION SIGN AT FONTANA SIDING, SET R.R. SPIKE IN 18 IN
 EV1231'RED GUM (EUCALYPTUS) ONE FOOT ABOVE GROUND, 12 FEET EAST OF
 EV1231'CENTER LINE REDWOOD AVE., 57 FEET SOUTH OF SOUTH RAIL OF MAIN
 EV1231'LINE, 28 FEET SOUTH OF TELEPHONE LINE, AND 2 FEET BELOW MAIN
 EV1231'LINE TRACKS.  0.35 MILE EAST OF KAISER STATION.
 EV1231
 EV1231                          STATION RECOVERY (1978)
 EV1231
 EV1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1231'SPIKE IN TREE STUMP FOUND UNFIT FOR NGS LEVELS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3225 ***********************************************************************
 EV3225  DESIGNATION -  700 18 RESET
 EV3225  PID         -  EV3225
 EV3225  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3225  USGS QUAD   -  FONTANA (1980)
 EV3225
 EV3225                         *CURRENT SURVEY CONTROL
 EV3225  ___________________________________________________________________
 EV3225* NAD 83(1986)-  34 05 35.     (N)    117 29 03.     (W)     SCALED    
 EV3225* NAVD 88     -       358.227  (meters)    1175.28   (feet)  READJUSTED
 EV3225  ___________________________________________________________________
 EV3225  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EV3225  DYNAMIC HT  -         357.830 (meters)    1173.98  (feet)  COMP
 EV3225  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 EV3225  OBS GRAVITY -     979,515.7   (mgal)                       GRAV_OBS
 EV3225
 EV3225  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3225
 EV3225.The horizontal coordinates were scaled from a topographic map and have
 EV3225.an estimated accuracy of +/- 6 seconds.
 EV3225
 EV3225.The orthometric height was determined by differential leveling
 EV3225.and adjusted in February 1993.
 EV3225.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3225.distribution rate of 0.0 thru 1.0 mm/km.
 EV3225.The height was derived from older observations constrained to new
 EV3225.heights in a crustal motion area.  The height is approximate in
 EV3225.relation to other heights in its vicinity.
 EV3225
 EV3225.The geoid height was determined by GEOID03.
 EV3225
 EV3225.The dynamic height is computed by dividing the NAVD 88
 EV3225.geopotential number by the normal gravity value computed on the
 EV3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3225.degrees latitude (g = 980.6199 gals.).
 EV3225
 EV3225.The modeled gravity was interpolated from observed gravity values.
 EV3225.The observed gravity was obtained from relative gravimeter ties
 EV3225.to the IGSN71 gravity network.
 EV3225
 EV3225;                    North         East    Units  Estimated Accuracy
 EV3225;SPC CA 5     -   565,910.    2,047,600.      MT  (+/- 180 meters Scaled)
 EV3225
 EV3225                          SUPERSEDED SURVEY CONTROL
 EV3225
 EV3225  NGVD 29 (??/??/92)  357.449  (m)         1172.73   (f) ADJ UNCH    1 1
 EV3225
 EV3225.Superseded values are not recommended for survey control.
 EV3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3225.See file dsdata.txt to determine how the superseded data were derived.
 EV3225
 EV3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT553725(NAD 83)
 EV3225_MARKER: DD = SURVEY DISK
 EV3225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3225_SP_SET: FOUNDATION
 EV3225_STAMPING: 700-18 RESET 1973
 EV3225
 EV3225  HISTORY     - Date     Condition        Report By
 EV3225  HISTORY     - 1973     MONUMENTED       CA-071
 EV3225  HISTORY     - 1978     GOOD             NGS
 EV3225
 EV3225                          STATION DESCRIPTION
 EV3225
 EV3225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3225'2.5 MI WEST FROM FONTANA.
 EV3225'2.5 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY, 0.35
 EV3225'MILES EAST OF KAISER FREIGHT STATION, IN TOP OF CONCRETE FOUNDATION
 EV3225'FOR WATER WELL, 54 FT. SOUTH OF SOUTH RAIL MAIN TRACK, 27 FT. WEST THE
 EV3225'EXTENDED CENTER LINE REDWOOD AVENUE, 1.0 FT. NORTH OF THE NORTHEAST
 EV3225'CORNER 3 X 4 FT. BLOCK ELECTRICAL BUILDING, 1.0 FT. SOUTH OF THE SOUTH
 EV3225'EDGE 6 X 10 FT. STEEL COVER OVER WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1029 ***********************************************************************
 EV1029  DESIGNATION -  700 2
 EV1029  PID         -  EV1029
 EV1029  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1029  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1029
 EV1029                         *CURRENT SURVEY CONTROL
 EV1029  ___________________________________________________________________
 EV1029* NAD 83(1986)-  34 06 00.     (N)    117 20 33.     (W)     SCALED    
 EV1029* NAVD 88     -       355.949  (meters)    1167.81   (feet)  READJUSTED
 EV1029  ___________________________________________________________________
 EV1029  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV1029  DYNAMIC HT  -         355.540 (meters)    1166.47  (feet)  COMP
 EV1029  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 EV1029  OBS GRAVITY -     979,489.5   (mgal)                       GRAV_OBS
 EV1029
 EV1029  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1029
 EV1029.The horizontal coordinates were scaled from a topographic map and have
 EV1029.an estimated accuracy of +/- 6 seconds.
 EV1029
 EV1029.The orthometric height was determined by differential leveling
 EV1029.and adjusted in February 1993.
 EV1029.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1029.distribution rate of 0.0 thru 1.0 mm/km.
 EV1029.The height was derived from older observations constrained to new
 EV1029.heights in a crustal motion area.  The height is approximate in
 EV1029.relation to other heights in its vicinity.
 EV1029
 EV1029.The geoid height was determined by GEOID03.
 EV1029
 EV1029.The dynamic height is computed by dividing the NAVD 88
 EV1029.geopotential number by the normal gravity value computed on the
 EV1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1029.degrees latitude (g = 980.6199 gals.).
 EV1029
 EV1029.The modeled gravity was interpolated from observed gravity values.
 EV1029.The observed gravity was obtained from relative gravimeter ties
 EV1029.to the IGSN71 gravity network.
 EV1029
 EV1029;                    North         East    Units  Estimated Accuracy
 EV1029;SPC CA 5     -   566,750.    2,060,670.      MT  (+/- 180 meters Scaled)
 EV1029
 EV1029                          SUPERSEDED SURVEY CONTROL
 EV1029
 EV1029  NGVD 29 (??/??/92)  355.154  (m)         1165.20   (f) ADJ UNCH    1 1
 EV1029
 EV1029.Superseded values are not recommended for survey control.
 EV1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1029.See file dsdata.txt to determine how the superseded data were derived.
 EV1029
 EV1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT684732(NAD 83)
 EV1029_MARKER: DD = SURVEY DISK
 EV1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1029_SP_SET: RETAINING WALL
 EV1029_STAMPING: 700-2 1968
 EV1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1029
 EV1029  HISTORY     - Date     Condition        Report By
 EV1029  HISTORY     - 1968     MONUMENTED       CA-071
 EV1029  HISTORY     - 1978     GOOD             NGS
 EV1029  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1029
 EV1029                          STATION DESCRIPTION
 EV1029
 EV1029'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1029'2 MI SW FROM SAN BERNARDINO.
 EV1029'2.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1029'RAILWAY FROM THE STATION IN SAN BERNARDINO, SET BRASS DISK IN
 EV1029'TOP OF AND 0.5 FEET FROM SOUTHWEST END OF CONCRETE RETAINING
 EV1029'WALL (NEAR BOTTOM OF SLOPING WELL), 151.5 FEET NORTH OF RAILTO
 EV1029'AVE., 13 FEET SOUTHEAST OF EASTERLY SIDE OF SOUTHERN PACIFIC
 EV1029'RAILROAD OVERCROSSING, 257 FEET NORTHEASTERLY FROM INTERSECTION
 EV1029'OF CENTERLINE R.R. TRACKS, 14.5 FEET NORTH OF TRACKS, AND
 EV1029'APPROXIMATELY LEVEL WITH TRACKS.
 EV1029
 EV1029                          STATION RECOVERY (1978)
 EV1029
 EV1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1029'RECOVERED IN GOOD CONDITION.
 EV1029
 EV1029                          STATION RECOVERY (1988)
 EV1029
 EV1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1029'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1229 ***********************************************************************
 EV1229  DESIGNATION -  700 20
 EV1229  PID         -  EV1229
 EV1229  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1229  USGS QUAD   -  FONTANA (1980)
 EV1229
 EV1229                         *CURRENT SURVEY CONTROL
 EV1229  ___________________________________________________________________
 EV1229* NAD 83(1986)-  34 05 35.     (N)    117 30 02.     (W)     SCALED    
 EV1229* NAVD 88     -       349.934  (meters)    1148.08   (feet)  READJUSTED
 EV1229  ___________________________________________________________________
 EV1229  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 EV1229  DYNAMIC HT  -         349.550 (meters)    1146.82  (feet)  COMP
 EV1229  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 EV1229
 EV1229  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1229
 EV1229.The horizontal coordinates were scaled from a topographic map and have
 EV1229.an estimated accuracy of +/- 6 seconds.
 EV1229
 EV1229.The orthometric height was determined by differential leveling
 EV1229.and adjusted in February 1993.
 EV1229.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1229.distribution rate of 0.0 thru 1.0 mm/km.
 EV1229.The height was derived from older observations constrained to new
 EV1229.heights in a crustal motion area.  The height is approximate in
 EV1229.relation to other heights in its vicinity.
 EV1229
 EV1229.The geoid height was determined by GEOID03.
 EV1229
 EV1229.The dynamic height is computed by dividing the NAVD 88
 EV1229.geopotential number by the normal gravity value computed on the
 EV1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1229.degrees latitude (g = 980.6199 gals.).
 EV1229
 EV1229.The modeled gravity was interpolated from observed gravity values.
 EV1229
 EV1229;                    North         East    Units  Estimated Accuracy
 EV1229;SPC CA 5     -   565,900.    2,046,090.      MT  (+/- 180 meters Scaled)
 EV1229
 EV1229                          SUPERSEDED SURVEY CONTROL
 EV1229
 EV1229  NGVD 29 (??/??/92)  349.158  (m)         1145.53   (f) ADJ UNCH    1 1
 EV1229
 EV1229.Superseded values are not recommended for survey control.
 EV1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1229.See file dsdata.txt to determine how the superseded data were derived.
 EV1229
 EV1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT538725(NAD 83)
 EV1229_MARKER: DD = SURVEY DISK
 EV1229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1229_SP_SET: BRIDGE
 EV1229_STAMPING: 700-20 1968
 EV1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1229
 EV1229  HISTORY     - Date     Condition        Report By
 EV1229  HISTORY     - 1968     MONUMENTED       CA-071
 EV1229  HISTORY     - 1978     GOOD             NGS
 EV1229  HISTORY     - 19960503 GOOD             USPSQD
 EV1229
 EV1229                          STATION DESCRIPTION
 EV1229
 EV1229'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1229'0.6 MI W FROM KAISER STATION.
 EV1229'0.6 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV1229'FROM THE KAISER FREIGHT STATION, SET BRASS DISK IN THE TOP
 EV1229'OF CENTER NORTH CONCRETE BRIDGE BEAM, BRIDGE DATED 1916, 10
 EV1229'FEET NORTH OF NORTH RAIL, 2.8 FEET NORTH OF NORTH WOOD HAND
 EV1229'RAIL, 34 FEET SOUTH OF CENTERLINE OF DIRT ROAD, 0.1 MILE EAST
 EV1229'OF CALABASH AVE., 10 FEET EAST OF WEST BRIDGE ABUTMENT, AND
 EV1229'3.7 FEET BELOW TRACKS.
 EV1229
 EV1229                          STATION RECOVERY (1978)
 EV1229
 EV1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1229'RECOVERED IN GOOD CONDITION.
 EV1229
 EV1229                          STATION RECOVERY (1996)
 EV1229
 EV1229'RECOVERY NOTE BY US POWER SQUADRON 1996
 EV1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3227 ***********************************************************************
 EV3227  DESIGNATION -  700 21 RESET
 EV3227  PID         -  EV3227
 EV3227  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3227  USGS QUAD   -  GUASTI (1981)
 EV3227
 EV3227                         *CURRENT SURVEY CONTROL
 EV3227  ___________________________________________________________________
 EV3227* NAD 83(1986)-  34 05 35.     (N)    117 30 29.     (W)     SCALED    
 EV3227* NAVD 88     -       346.299  (meters)    1136.15   (feet)  READJUSTED
 EV3227  ___________________________________________________________________
 EV3227  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EV3227  DYNAMIC HT  -         345.920 (meters)    1134.91  (feet)  COMP
 EV3227  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 EV3227
 EV3227  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3227
 EV3227.The horizontal coordinates were scaled from a topographic map and have
 EV3227.an estimated accuracy of +/- 6 seconds.
 EV3227
 EV3227.The orthometric height was determined by differential leveling
 EV3227.and adjusted in February 1993.
 EV3227.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3227.distribution rate of 0.0 thru 1.0 mm/km.
 EV3227.The height was derived from older observations constrained to new
 EV3227.heights in a crustal motion area.  The height is approximate in
 EV3227.relation to other heights in its vicinity.
 EV3227
 EV3227.The geoid height was determined by GEOID03.
 EV3227
 EV3227.The dynamic height is computed by dividing the NAVD 88
 EV3227.geopotential number by the normal gravity value computed on the
 EV3227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3227.degrees latitude (g = 980.6199 gals.).
 EV3227
 EV3227.The modeled gravity was interpolated from observed gravity values.
 EV3227
 EV3227;                    North         East    Units  Estimated Accuracy
 EV3227;SPC CA 5     -   565,900.    2,045,400.      MT  (+/- 180 meters Scaled)
 EV3227
 EV3227                          SUPERSEDED SURVEY CONTROL
 EV3227
 EV3227  NGVD 29 (??/??/92)  345.523  (m)         1133.60   (f) ADJ UNCH    1 1
 EV3227
 EV3227.Superseded values are not recommended for survey control.
 EV3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3227.See file dsdata.txt to determine how the superseded data were derived.
 EV3227
 EV3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT531725(NAD 83)
 EV3227_MARKER: DD = SURVEY DISK
 EV3227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3227_SP_SET: ABUTMENT
 EV3227_STAMPING: 700-21 RESET 1973
 EV3227
 EV3227  HISTORY     - Date     Condition        Report By
 EV3227  HISTORY     - 1973     MONUMENTED       CA-071
 EV3227  HISTORY     - 1978     GOOD             NGS
 EV3227  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 EV3227
 EV3227                          STATION DESCRIPTION
 EV3227
 EV3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3227'1.0 MI EAST FROM ETIWANDA SIDING.
 EV3227'1.0 MILES EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM
 EV3227'ETIWANDA SIDING, IN TOP THE NORTH END OF WEST CONCRETE ABUTMENT FOR
 EV3227'WOODEN RAILROAD BRIDGE, 11.0 FT. NORTH THE NORTH RAIL.
 EV3227
 EV3227                          STATION RECOVERY (1996)
 EV3227
 EV3227'RECOVERY NOTE BY US POWER SQUADRON 1996
 EV3227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3011 ***********************************************************************
 EV3011  DESIGNATION -  700 22
 EV3011  PID         -  EV3011
 EV3011  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3011  USGS QUAD   -  GUASTI (1981)
 EV3011
 EV3011                         *CURRENT SURVEY CONTROL
 EV3011  ___________________________________________________________________
 EV3011* NAD 83(1986)-  34 05 36.     (N)    117 30 55.     (W)     SCALED    
 EV3011* NAVD 88     -       343.644  (meters)    1127.44   (feet)  READJUSTED
 EV3011  ___________________________________________________________________
 EV3011  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 EV3011  DYNAMIC HT  -         343.260 (meters)    1126.18  (feet)  COMP
 EV3011  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 EV3011
 EV3011  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3011
 EV3011.The horizontal coordinates were scaled from a topographic map and have
 EV3011.an estimated accuracy of +/- 6 seconds.
 EV3011
 EV3011.The orthometric height was determined by differential leveling
 EV3011.and adjusted in February 1993.
 EV3011.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3011.distribution rate of 0.0 thru 1.0 mm/km.
 EV3011.The height was derived from older observations constrained to new
 EV3011.heights in a crustal motion area.  The height is approximate in
 EV3011.relation to other heights in its vicinity.
 EV3011
 EV3011.The geoid height was determined by GEOID03.
 EV3011
 EV3011.The dynamic height is computed by dividing the NAVD 88
 EV3011.geopotential number by the normal gravity value computed on the
 EV3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3011.degrees latitude (g = 980.6199 gals.).
 EV3011
 EV3011.The modeled gravity was interpolated from observed gravity values.
 EV3011
 EV3011;                    North         East    Units  Estimated Accuracy
 EV3011;SPC CA 5     -   565,920.    2,044,730.      MT  (+/- 180 meters Scaled)
 EV3011
 EV3011                          SUPERSEDED SURVEY CONTROL
 EV3011
 EV3011  NGVD 29 (??/??/92)  342.868  (m)         1124.89   (f) ADJ UNCH    1 1
 EV3011
 EV3011.Superseded values are not recommended for survey control.
 EV3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3011.See file dsdata.txt to determine how the superseded data were derived.
 EV3011
 EV3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT524726(NAD 83)
 EV3011_MARKER: DD = SURVEY DISK
 EV3011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3011_SP_SET: CONCRETE SLAB
 EV3011_STAMPING: 700-22 1968
 EV3011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3011
 EV3011  HISTORY     - Date     Condition        Report By
 EV3011  HISTORY     - 1968     MONUMENTED       CA-071
 EV3011  HISTORY     - 1978     GOOD             NGS
 EV3011
 EV3011                          STATION DESCRIPTION
 EV3011
 EV3011'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3011'0.5 MI E FROM ETIWANDA SIDING.
 EV3011'1.55 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3011'FROM THE KAISER STATION, 0.50 MILE EAST OF ETIWANDA SIDING
 EV3011'SIGN, 10 3/4 POLES WEST OF MILE POST 93, SET BRASS DISK IN
 EV3011'NORTHWEST CORNER CONCRETE SLAB FOR WATER VALVES, METROPOLITAN
 EV3011'WATER DISTRICT LINE, 58.2 FEET SOUTH OF SOUTH RAIL OF MAIN
 EV3011'LINE, 96 FEET WEST AND 10 FEET SOUTH SIDING SWITCH, AND 5 FEET
 EV3011'BELOW MAIN LINE TRACKS.
 EV3011
 EV3011                          STATION RECOVERY (1978)
 EV3011
 EV3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3010 ***********************************************************************
 EV3010  DESIGNATION -  700 23
 EV3010  PID         -  EV3010
 EV3010  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3010  USGS QUAD   -  GUASTI (1981)
 EV3010
 EV3010                         *CURRENT SURVEY CONTROL
 EV3010  ___________________________________________________________________
 EV3010* NAD 83(1986)-  34 05 35.     (N)    117 31 29.     (W)     SCALED    
 EV3010* NAVD 88     -       343.637  (meters)    1127.42   (feet)  ADJUSTED  
 EV3010  ___________________________________________________________________
 EV3010  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 EV3010  DYNAMIC HT  -         343.257 (meters)    1126.17  (feet)  COMP
 EV3010  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 EV3010  OBS GRAVITY -     979,518.2   (mgal)                       GRAV_OBS
 EV3010
 EV3010  VERT ORDER  -  FIRST     CLASS I
 EV3010
 EV3010.The horizontal coordinates were scaled from a topographic map and have
 EV3010.an estimated accuracy of +/- 6 seconds.
 EV3010
 EV3010.The orthometric height was determined by differential leveling
 EV3010.and adjusted in February 1997.
 EV3010
 EV3010.The geoid height was determined by GEOID03.
 EV3010
 EV3010.The dynamic height is computed by dividing the NAVD 88
 EV3010.geopotential number by the normal gravity value computed on the
 EV3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3010.degrees latitude (g = 980.6199 gals.).
 EV3010
 EV3010.The modeled gravity was interpolated from observed gravity values.
 EV3010.The observed gravity was obtained from relative gravimeter ties
 EV3010.to the IGSN71 gravity network.
 EV3010
 EV3010;                    North         East    Units  Estimated Accuracy
 EV3010;SPC CA 5     -   565,890.    2,043,860.      MT  (+/- 180 meters Scaled)
 EV3010
 EV3010                          SUPERSEDED SURVEY CONTROL
 EV3010
 EV3010  NAVD 88 (01/22/93)  343.635  (m)         1127.41   (f) UNKNOWN     1 1
 EV3010  NGVD 29 (??/??/92)  342.859  (m)         1124.86   (f) ADJ UNCH    1 1
 EV3010
 EV3010.Superseded values are not recommended for survey control.
 EV3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3010.See file dsdata.txt to determine how the superseded data were derived.
 EV3010
 EV3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT515725(NAD 83)
 EV3010_MARKER: DD = SURVEY DISK
 EV3010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3010_SP_SET: CATCH BASIN
 EV3010_STAMPING: NO.700.23 1968
 EV3010_MARK LOGO: CA-071
 EV3010_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV3010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3010+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 EV3010
 EV3010  HISTORY     - Date     Condition        Report By
 EV3010  HISTORY     - UNK      MONUMENTED       CA-071
 EV3010  HISTORY     - 1978     GOOD             NGS
 EV3010  HISTORY     - 19920731 GOOD             MWDSC
 EV3010  HISTORY     - 19941025 GOOD             MWDSC
 EV3010  HISTORY     - 19960502 GOOD             USPSQD
 EV3010  HISTORY     - 20060726 MARK NOT FOUND   INDIV
 EV3010
 EV3010                          STATION DESCRIPTION
 EV3010
 EV3010'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA UNK
 EV3010'AT ETIWANDA SIDING.
 EV3010'62 FEET EAST AND 94 FEET NORTH OF ETIWANDA SIDING SIGN ALONG
 EV3010'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, SET BRASS DISK IN
 EV3010'TOP OF CURB ON WEST SIDE ETIWANDA AVE., 109 FEET NORTH OF NORTH
 EV3010'RAIL OF MAIN LINE, 2 FEET SOUTH OF SOUTH END OF LARGE DROP IN
 EV3010'FLOOD CONTROL CULVERT, 6 1/2 FEET EAST AND 2 FEET SOUTH OF
 EV3010'POWER POLE NO. 772720E, AND 1/2 FOOT LOWER THAN MAIN LINE TRACKS.
 EV3010
 EV3010                          STATION RECOVERY (1978)
 EV3010
 EV3010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3010'RECOVERED IN GOOD CONDITION.
 EV3010
 EV3010                          STATION RECOVERY (1992)
 EV3010
 EV3010'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 EV3010'RANCHO CUCAMONGA, 0.9 MILE (1.4 KM) SOUTH OF THE INTERSECTION OF
 EV3010'FOOTHILL BL AND ETIWANDA AVE 109 FEET (33.2 M) NORTH OF THE ATSF RAIL
 EV3010'ROAD TRACKS 22 FEET (6.7 M) WEST OF THE CENTERLINE OF ETIWANDA AVE
 EV3010'7.2 FEET (2.2 M) SOUTH OF THE CENTER OF A 10 FOOT (3.0 M) WIDE CATCH
 EV3010'BASIN A 2 INCH BRASS DISK SET FLUSH IN TOP OF CURB OF CATCH BASIN.
 EV3010
 EV3010                          STATION RECOVERY (1994)
 EV3010
 EV3010'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV3010'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2002 01 104.
 EV3010
 EV3010                          STATION RECOVERY (1996)
 EV3010
 EV3010'RECOVERY NOTE BY US POWER SQUADRON 1996
 EV3010'RECOVERED IN GOOD CONDITION.
 EV3010
 EV3010                          STATION RECOVERY (2006)
 EV3010
 EV3010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 EV3010'STREET WIDENED AND NEW DRAINAGE STRUCTURES IN AREA
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3009 ***********************************************************************
 EV3009  DESIGNATION -  700 24
 EV3009  PID         -  EV3009
 EV3009  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3009  USGS QUAD   -  GUASTI (1981)
 EV3009
 EV3009                         *CURRENT SURVEY CONTROL
 EV3009  ___________________________________________________________________
 EV3009* NAD 83(1986)-  34 05 34.     (N)    117 31 56.     (W)     SCALED    
 EV3009* NAVD 88     -       345.048  (meters)    1132.05   (feet)  READJUSTED
 EV3009  ___________________________________________________________________
 EV3009  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 EV3009  DYNAMIC HT  -         344.670 (meters)    1130.80  (feet)  COMP
 EV3009  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 EV3009
 EV3009  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3009
 EV3009.The horizontal coordinates were scaled from a topographic map and have
 EV3009.an estimated accuracy of +/- 6 seconds.
 EV3009
 EV3009.The orthometric height was determined by differential leveling
 EV3009.and adjusted in February 1993.
 EV3009.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3009.distribution rate of 0.0 thru 1.0 mm/km.
 EV3009.The height was derived from older observations constrained to new
 EV3009.heights in a crustal motion area.  The height is approximate in
 EV3009.relation to other heights in its vicinity.
 EV3009
 EV3009.The geoid height was determined by GEOID03.
 EV3009
 EV3009.The dynamic height is computed by dividing the NAVD 88
 EV3009.geopotential number by the normal gravity value computed on the
 EV3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3009.degrees latitude (g = 980.6199 gals.).
 EV3009
 EV3009.The modeled gravity was interpolated from observed gravity values.
 EV3009
 EV3009;                    North         East    Units  Estimated Accuracy
 EV3009;SPC CA 5     -   565,860.    2,043,170.      MT  (+/- 180 meters Scaled)
 EV3009
 EV3009                          SUPERSEDED SURVEY CONTROL
 EV3009
 EV3009  NGVD 29 (??/??/92)  344.272  (m)         1129.50   (f) ADJ UNCH    1 1
 EV3009
 EV3009.Superseded values are not recommended for survey control.
 EV3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3009.See file dsdata.txt to determine how the superseded data were derived.
 EV3009
 EV3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT509725(NAD 83)
 EV3009_MARKER: DD = SURVEY DISK
 EV3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3009_STAMPING: 700-24 1968
 EV3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3009+STABILITY: SURFACE MOTION
 EV3009
 EV3009  HISTORY     - Date     Condition        Report By
 EV3009  HISTORY     - 1968     MONUMENTED       CA-071
 EV3009  HISTORY     - 1978     GOOD             NGS
 EV3009
 EV3009                          STATION DESCRIPTION
 EV3009
 EV3009'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3009'0.6 MI W FROM ETIWANDA SIDING.
 EV3009'0.55 MILE WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV3009'THE ETIWANDA SIDING SIGN, SET CONCRETE MONUMENT 6 IN X 6 IN AT
 EV3009'TOP AND 4 FEET LONG, PROJECTING 6 INCHES ABOVE GROUND 3 1/2 FEET
 EV3009'NORTH AND 1.8 FEET EAST OF TELEPHONE POLE WITH GUY LINE, 3 FEET
 EV3009'EAST AND 2 FEET SOUTH OF WITNESS POST, 29 FEET NORTH AND 21 FEET
 EV3009'WEST OF NORTHWEST FENCE CORNER (8 FOOT CHAIN LINK FENCE)
 EV3009'SURROUNDING SOUTHERN CALIF. EDISON GENERATING PLANT, 27 FEET
 EV3009'SOUTH OF SOUTH RAIL AND 2 1/2 FEET BELOW TRACKS, 52 FEET EAST
 EV3009'OF SIDING SWITCH.
 EV3009
 EV3009                          STATION RECOVERY (1978)
 EV3009
 EV3009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3008 ***********************************************************************
 EV3008  DESIGNATION -  700 25
 EV3008  PID         -  EV3008
 EV3008  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3008  USGS QUAD   -  GUASTI (1981)
 EV3008
 EV3008                         *CURRENT SURVEY CONTROL
 EV3008  ___________________________________________________________________
 EV3008* NAD 83(1986)-  34 05 32.     (N)    117 32 31.     (W)     SCALED    
 EV3008* NAVD 88     -       344.574  (meters)    1130.49   (feet)  ADJUSTED  
 EV3008  ___________________________________________________________________
 EV3008  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EV3008  DYNAMIC HT  -         344.192 (meters)    1129.24  (feet)  COMP
 EV3008  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 EV3008
 EV3008  VERT ORDER  -  FIRST     CLASS I
 EV3008
 EV3008.The horizontal coordinates were scaled from a topographic map and have
 EV3008.an estimated accuracy of +/- 6 seconds.
 EV3008
 EV3008.The orthometric height was determined by differential leveling
 EV3008.and adjusted in February 1997.
 EV3008
 EV3008.The geoid height was determined by GEOID03.
 EV3008
 EV3008.The dynamic height is computed by dividing the NAVD 88
 EV3008.geopotential number by the normal gravity value computed on the
 EV3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3008.degrees latitude (g = 980.6199 gals.).
 EV3008
 EV3008.The modeled gravity was interpolated from observed gravity values.
 EV3008
 EV3008;                    North         East    Units  Estimated Accuracy
 EV3008;SPC CA 5     -   565,790.    2,042,270.      MT  (+/- 180 meters Scaled)
 EV3008
 EV3008                          SUPERSEDED SURVEY CONTROL
 EV3008
 EV3008  NAVD 88 (02/01/93)  344.567  (m)         1130.47   (f) UNKNOWN     1 1
 EV3008  NGVD 29 (??/??/92)  343.790  (m)         1127.92   (f) ADJ UNCH    1 1
 EV3008
 EV3008.Superseded values are not recommended for survey control.
 EV3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3008.See file dsdata.txt to determine how the superseded data were derived.
 EV3008
 EV3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT500725(NAD 83)
 EV3008_MARKER: DD = SURVEY DISK
 EV3008_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EV3008_SP_SET: BRIDGE ABUTMENT
 EV3008_STAMPING: NO.700.25 1968
 EV3008_MARK LOGO: CA-071
 EV3008_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV3008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3008
 EV3008  HISTORY     - Date     Condition        Report By
 EV3008  HISTORY     - 1968     MONUMENTED       CA-071
 EV3008  HISTORY     - 1978     GOOD             NGS
 EV3008  HISTORY     - 19941025 GOOD             MWDSC
 EV3008
 EV3008                          STATION DESCRIPTION
 EV3008
 EV3008'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3008'1 MI W FROM ETIWANDA SIDING.
 EV3008'1.0 MILE WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV3008'THE ETIWANDA SIDING SIGN, SET BRASS DISK IN SOUTH END OF THE
 EV3008'WEST CONCRETE BRIDGE ABUTMENT OF A STEEL GIRDER BRIDGE ACROSS
 EV3008'THE ETIWANDA FLOOD CONTROL CHANNEL, 1.4 FEET SOUTH OF SOUTH
 EV3008'HAND-RAIL, 8.0 FEET SOUTH OF SOUTH RAIL, 9 POLES EAST OF ROCHESTER
 EV3008'AVE., 10 1/2 FEET EAST MILEPOST 95 AND 2.1 FEET BELOW TRACKS.
 EV3008
 EV3008                          STATION RECOVERY (1978)
 EV3008
 EV3008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3008'ADD-0.2 MILES EAST OF FREEWAY OVERPASS 15.
 EV3008
 EV3008                          STATION RECOVERY (1994)
 EV3008
 EV3008'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV3008'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2002 01 108.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3007 ***********************************************************************
 EV3007  DESIGNATION -  700 26
 EV3007  PID         -  EV3007
 EV3007  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3007  USGS QUAD   -  GUASTI (1981)
 EV3007
 EV3007                         *CURRENT SURVEY CONTROL
 EV3007  ___________________________________________________________________
 EV3007* NAD 83(1986)-  34 05 31.     (N)    117 32 59.     (W)     SCALED    
 EV3007* NAVD 88     -       342.025  (meters)    1122.13   (feet)  ADJUSTED  
 EV3007  ___________________________________________________________________
 EV3007  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 EV3007  DYNAMIC HT  -         341.646 (meters)    1120.88  (feet)  COMP
 EV3007  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 EV3007  OBS GRAVITY -     979,514.9   (mgal)                       GRAV_OBS
 EV3007
 EV3007  VERT ORDER  -  FIRST     CLASS I
 EV3007
 EV3007.The horizontal coordinates were scaled from a topographic map and have
 EV3007.an estimated accuracy of +/- 6 seconds.
 EV3007
 EV3007.The orthometric height was determined by differential leveling
 EV3007.and adjusted in February 1997.
 EV3007
 EV3007.The geoid height was determined by GEOID03.
 EV3007
 EV3007.The dynamic height is computed by dividing the NAVD 88
 EV3007.geopotential number by the normal gravity value computed on the
 EV3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3007.degrees latitude (g = 980.6199 gals.).
 EV3007
 EV3007.The modeled gravity was interpolated from observed gravity values.
 EV3007.The observed gravity was obtained from relative gravimeter ties
 EV3007.to the IGSN71 gravity network.
 EV3007
 EV3007;                    North         East    Units  Estimated Accuracy
 EV3007;SPC CA 5     -   565,760.    2,041,550.      MT  (+/- 180 meters Scaled)
 EV3007
 EV3007                          SUPERSEDED SURVEY CONTROL
 EV3007
 EV3007  NAVD 88 (02/01/93)  342.024  (m)         1122.12   (f) UNKNOWN     1 1
 EV3007  NGVD 29 (??/??/92)  341.248  (m)         1119.58   (f) ADJ UNCH    1 1
 EV3007
 EV3007.Superseded values are not recommended for survey control.
 EV3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3007.See file dsdata.txt to determine how the superseded data were derived.
 EV3007
 EV3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT492724(NAD 83)
 EV3007_MARKER: DD = SURVEY DISK
 EV3007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV3007_SP_SET: CULVERT HEADWALL
 EV3007_STAMPING: NO.700.26 1968
 EV3007_MARK LOGO: CA-071
 EV3007_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3007+STABILITY: SURFACE MOTION
 EV3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3007+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 EV3007
 EV3007  HISTORY     - Date     Condition        Report By
 EV3007  HISTORY     - 1968     MONUMENTED       CA-071
 EV3007  HISTORY     - 1978     GOOD             NGS
 EV3007  HISTORY     - 19941025 GOOD             MWDSC
 EV3007
 EV3007                          STATION DESCRIPTION
 EV3007
 EV3007'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3007'1.4 MI W FROM ETIWANDA SIDING.
 EV3007'1.45 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV3007'FROM THE ETIWANDA SIDING SIGN, SET BRASS DISK IN TOP OF EAST
 EV3007'END OF SOUTH CONCRETE END WALL OF TWIN 2 FOOT ARCH CULVERTS,
 EV3007'8.5 FEET SOUTH OF SOUTHRAIL, 5 1/2 POLES WEST OF MILE POST 95,
 EV3007'7 POLES WEST OF ROCHESTER AVE., 54 FT. NORTH OF PAVEMENT OF
 EV3007'8TH ST., AND 2.4 FEET BELOW TRACKS.
 EV3007
 EV3007                          STATION RECOVERY (1978)
 EV3007
 EV3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3007'RECOVERED IN GOOD CONDITION.
 EV3007
 EV3007                          STATION RECOVERY (1994)
 EV3007
 EV3007'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV3007'RECOVERED AS DESCRIBED. ADD THE FOLLOWING - FOUND 2 SAN BERNARDINO
 EV3007'COUNTY BRASS DISK STAMPED NO.700.26 1968 FLUSH IN THE TOP OF A 8 FT
 EV3007'(2.4 M) BY 23 FT (7.0 M) CONCRETE HEADWALL, 85 FEET (25.9 M) NORTH OF
 EV3007'POWER POLE NUMBER 1377449E.  REFERENCE MWD FB 2002 01 109.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3005 ***********************************************************************
 EV3005  DESIGNATION -  700 28
 EV3005  PID         -  EV3005
 EV3005  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3005  USGS QUAD   -  GUASTI (1981)
 EV3005
 EV3005                         *CURRENT SURVEY CONTROL
 EV3005  ___________________________________________________________________
 EV3005* NAD 83(1986)-  34 05 30.     (N)    117 34 04.     (W)     SCALED    
 EV3005* NAVD 88     -       342.20   (+/-2cm)    1122.7    (feet)  VERTCON   
 EV3005  ___________________________________________________________________
 EV3005  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EV3005  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3005
 EV3005.The horizontal coordinates were scaled from a topographic map and have
 EV3005.an estimated accuracy of +/- 6 seconds.
 EV3005
 EV3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3005.The vertical order pertains to the NGVD 29 superseded value.
 EV3005
 EV3005.The geoid height was determined by GEOID03.
 EV3005
 EV3005;                    North         East    Units  Estimated Accuracy
 EV3005;SPC CA 5     -   565,720.    2,039,890.      MT  (+/- 180 meters Scaled)
 EV3005
 EV3005                          SUPERSEDED SURVEY CONTROL
 EV3005
 EV3005  NGVD 29 (??/??/92)  341.421  (m)         1120.15   (f) ADJ UNCH    1 1
 EV3005
 EV3005.Superseded values are not recommended for survey control.
 EV3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3005.See file dsdata.txt to determine how the superseded data were derived.
 EV3005
 EV3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT476724(NAD 83)
 EV3005_MARKER: S = SPIKE
 EV3005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3005_SP_SET: POWER POLE
 EV3005_STAMPING: SBCO SURV BM 700-28
 EV3005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3005
 EV3005  HISTORY     - Date     Condition        Report By
 EV3005  HISTORY     - UNK      MONUMENTED       CA-071
 EV3005  HISTORY     - 1968     GOOD             CA-071
 EV3005
 EV3005                          STATION DESCRIPTION
 EV3005
 EV3005'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3005'2.5 MI W FROM ETIWANDA SIDING.
 EV3005'2.5 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3005'FROM THE ETIWANDA SIDING SIGN SET R.R. SPIKE IN POWER POLE
 EV3005'1377479E, 1/2 MILE EAST OF HAVEN AVE., 22 FEET SOUTH OF CENTERLINE
 EV3005'OF 8TH ST., 95 FEET SOUTH OF SOUTH RAIL, 97 FEET SOUTH AND
 EV3005'45 FEET EAST OF 1/4 CORNER SECTIONS 12, 13, T. 1 S., R. 7 W.,
 EV3005'AND 1/2 FOOT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3228 ***********************************************************************
 EV3228  DESIGNATION -  700 28 RESET
 EV3228  PID         -  EV3228
 EV3228  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3228  USGS QUAD   -  GUASTI (1981)
 EV3228
 EV3228                         *CURRENT SURVEY CONTROL
 EV3228  ___________________________________________________________________
 EV3228* NAD 83(1986)-  34 05 30.     (N)    117 34 00.     (W)     SCALED    
 EV3228* NAVD 88     -       342.035  (meters)    1122.16   (feet)  READJUSTED
 EV3228  ___________________________________________________________________
 EV3228  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EV3228  DYNAMIC HT  -         341.660 (meters)    1120.93  (feet)  COMP
 EV3228  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 EV3228
 EV3228  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3228
 EV3228.The horizontal coordinates were scaled from a topographic map and have
 EV3228.an estimated accuracy of +/- 6 seconds.
 EV3228
 EV3228.The orthometric height was determined by differential leveling
 EV3228.and adjusted in February 1993.
 EV3228.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3228.distribution rate of 0.0 thru 1.0 mm/km.
 EV3228.The height was derived from older observations constrained to new
 EV3228.heights in a crustal motion area.  The height is approximate in
 EV3228.relation to other heights in its vicinity.
 EV3228
 EV3228.The geoid height was determined by GEOID03.
 EV3228
 EV3228.The dynamic height is computed by dividing the NAVD 88
 EV3228.geopotential number by the normal gravity value computed on the
 EV3228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3228.degrees latitude (g = 980.6199 gals.).
 EV3228
 EV3228.The modeled gravity was interpolated from observed gravity values.
 EV3228
 EV3228;                    North         East    Units  Estimated Accuracy
 EV3228;SPC CA 5     -   565,720.    2,039,990.      MT  (+/- 180 meters Scaled)
 EV3228
 EV3228                          SUPERSEDED SURVEY CONTROL
 EV3228
 EV3228  NGVD 29 (??/??/92)  341.258  (m)         1119.61   (f) ADJ UNCH    1 1
 EV3228
 EV3228.Superseded values are not recommended for survey control.
 EV3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3228.See file dsdata.txt to determine how the superseded data were derived.
 EV3228
 EV3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT477724(NAD 83)
 EV3228_MARKER: DD = SURVEY DISK
 EV3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3228_SP_SET: CONCRETE POST
 EV3228_STAMPING: 700-28 RESET 1973
 EV3228
 EV3228  HISTORY     - Date     Condition        Report By
 EV3228  HISTORY     - 1973     MONUMENTED       CA-071
 EV3228  HISTORY     - 1978     GOOD             NGS
 EV3228
 EV3228                          STATION DESCRIPTION
 EV3228
 EV3228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3228'2.5 MI WEST FROM ETIWANDA SIDING.
 EV3228'2.5 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY, LOCATED
 EV3228'ON THE SOUTH SIDE OF 8TH STREET, 1.0 MILES NORTH OF THE CENTER OF
 EV3228'ONTARIO MOTOR SPEEDWAY, 45 FT. EAST THE CENTER LINE DIRT ROAD, 24 FT.
 EV3228'SOUTH THE CENTER LINE 8TH STREET, 9 FT. EAST OF POWER POLE NUMBER
 EV3228'1377479E, 3 FT. WEST OF 4 BY 4-INCH WOODEN WITNESS POST, 1.0 MILES
 EV3228'WEST OF BM 700-26. NOTE--700-28 WAS A SPIKE IN POLE SAME LOCATION NOW
 EV3228'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3004 ***********************************************************************
 EV3004  DESIGNATION -  700 29
 EV3004  PID         -  EV3004
 EV3004  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3004  USGS QUAD   -  GUASTI (1981)
 EV3004
 EV3004                         *CURRENT SURVEY CONTROL
 EV3004  ___________________________________________________________________
 EV3004* NAD 83(1986)-  34 05 30.     (N)    117 34 33.     (W)     SCALED    
 EV3004* NAVD 88     -       340.605  (meters)    1117.47   (feet)  READJUSTED
 EV3004  ___________________________________________________________________
 EV3004  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 EV3004  DYNAMIC HT  -         340.230 (meters)    1116.24  (feet)  COMP
 EV3004  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 EV3004
 EV3004  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3004
 EV3004.The horizontal coordinates were scaled from a topographic map and have
 EV3004.an estimated accuracy of +/- 6 seconds.
 EV3004
 EV3004.The orthometric height was determined by differential leveling
 EV3004.and adjusted in February 1993.
 EV3004.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3004.distribution rate of 0.0 thru 1.0 mm/km.
 EV3004.The height was derived from older observations constrained to new
 EV3004.heights in a crustal motion area.  The height is approximate in
 EV3004.relation to other heights in its vicinity.
 EV3004
 EV3004.The geoid height was determined by GEOID03.
 EV3004
 EV3004.The dynamic height is computed by dividing the NAVD 88
 EV3004.geopotential number by the normal gravity value computed on the
 EV3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3004.degrees latitude (g = 980.6199 gals.).
 EV3004
 EV3004.The modeled gravity was interpolated from observed gravity values.
 EV3004
 EV3004;                    North         East    Units  Estimated Accuracy
 EV3004;SPC CA 5     -   565,710.    2,039,140.      MT  (+/- 180 meters Scaled)
 EV3004
 EV3004                          SUPERSEDED SURVEY CONTROL
 EV3004
 EV3004  NGVD 29 (??/??/92)  339.828  (m)         1114.92   (f) ADJ UNCH    1 1
 EV3004
 EV3004.Superseded values are not recommended for survey control.
 EV3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3004.See file dsdata.txt to determine how the superseded data were derived.
 EV3004
 EV3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT468724(NAD 83)
 EV3004_MARKER: DD = SURVEY DISK
 EV3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3004_STAMPING: 700-29 1968
 EV3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3004+STABILITY: SURFACE MOTION
 EV3004
 EV3004  HISTORY     - Date     Condition        Report By
 EV3004  HISTORY     - 1968     MONUMENTED       CA-071
 EV3004  HISTORY     - 1978     GOOD             NGS
 EV3004  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 EV3004
 EV3004                          STATION DESCRIPTION
 EV3004
 EV3004'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3004'3 MI W FROM ETIWANDA SIDING.
 EV3004'3.0 MILES WEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV3004'THE ETIWANDA SIDING, 121 FEET WEST CENTERLINE OF PAVEMENT ON
 EV3004'HAVEN AVE., SET STANDARD CONCRETE MONUMENT WITH DISK 109 FEET
 EV3004'WEST AND 33 1/2 FEET SOUTH OF NORTH EAST CORNER SEC. 14, T. 1 S,
 EV3004'R. 7 W., 30 FEET SOUTH OF SOUTH RAIL OF MAINLINE, 90 FEET NORTH
 EV3004'CENTERLINE 8TH ST., 4 1/2 FEET WEST OF TELEGRAPH POLE, 3 FEET
 EV3004'NORTH AND 1 FOOT EAST OF WITENSS POST, AND 1 FOOT LOWER THAN
 EV3004'TRACKS.
 EV3004
 EV3004                          STATION RECOVERY (1978)
 EV3004
 EV3004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3004'OMIT TELEGRAPH POLE
 EV3004
 EV3004                          STATION RECOVERY (1995)
 EV3004
 EV3004'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1028 ***********************************************************************
 EV1028  DESIGNATION -  700 3
 EV1028  PID         -  EV1028
 EV1028  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1028  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1028
 EV1028                         *CURRENT SURVEY CONTROL
 EV1028  ___________________________________________________________________
 EV1028* NAD 83(1986)-  34 05 52.     (N)    117 21 09.     (W)     SCALED    
 EV1028* NAVD 88     -       358.434  (meters)    1175.96   (feet)  ADJUSTED  
 EV1028  ___________________________________________________________________
 EV1028  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 EV1028  DYNAMIC HT  -         358.029 (meters)    1174.63  (feet)  COMP
 EV1028  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 EV1028
 EV1028  VERT ORDER  -  FIRST     CLASS I
 EV1028
 EV1028.The horizontal coordinates were scaled from a topographic map and have
 EV1028.an estimated accuracy of +/- 6 seconds.
 EV1028
 EV1028.The orthometric height was determined by differential leveling
 EV1028.and adjusted in June 1991.
 EV1028
 EV1028.The geoid height was determined by GEOID03.
 EV1028
 EV1028.The dynamic height is computed by dividing the NAVD 88
 EV1028.geopotential number by the normal gravity value computed on the
 EV1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1028.degrees latitude (g = 980.6199 gals.).
 EV1028
 EV1028.The modeled gravity was interpolated from observed gravity values.
 EV1028
 EV1028;                    North         East    Units  Estimated Accuracy
 EV1028;SPC CA 5     -   566,500.    2,059,750.      MT  (+/- 180 meters Scaled)
 EV1028
 EV1028                          SUPERSEDED SURVEY CONTROL
 EV1028
 EV1028  NGVD 29 (??/??/92)  357.643  (m)         1173.37   (f) ADJ UNCH    1 1
 EV1028
 EV1028.Superseded values are not recommended for survey control.
 EV1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1028.See file dsdata.txt to determine how the superseded data were derived.
 EV1028
 EV1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT674730(NAD 83)
 EV1028_MARKER: DB = BENCH MARK DISK
 EV1028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV1028_SP_SET: CULVERT HEADWALL
 EV1028_STAMPING: 700-3-1968
 EV1028_MARK LOGO: CA-071
 EV1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1028+STABILITY: SURFACE MOTION
 EV1028
 EV1028  HISTORY     - Date     Condition        Report By
 EV1028  HISTORY     - 1968     MONUMENTED       CA-071
 EV1028  HISTORY     - 1978     GOOD             NGS
 EV1028  HISTORY     - 1988     GOOD             NGS
 EV1028  HISTORY     - 20060726 MARK NOT FOUND   INDIV
 EV1028
 EV1028                          STATION DESCRIPTION
 EV1028
 EV1028'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1028'1 MI E FROM RIALTO.
 EV1028'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1028'FROM THE STATION SIGN IN RIALTO AND 2.65 MILES SOUTHWEST FROM
 EV1028'THE STATION IN SAN BERNARDINO, SET BRASS DISK IN TOP AND
 EV1028'AT SOUTH END OF HEADWALL OF 4 BY 8 FEET CONCRETE FLOOD CONTROL
 EV1028'CULVERT AND PEPPER AVE., 43.5 FEET NORTH OF NORTH RAIL, 32.5 FEET
 EV1028'EAST OF CENTERLINE PEPPER AVE., AND 2.1 FEET BELOW TRACKS.
 EV1028
 EV1028                          STATION RECOVERY (1978)
 EV1028
 EV1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1028'RECOVERED IN GOOD CONDITION.
 EV1028
 EV1028                          STATION RECOVERY (1988)
 EV1028
 EV1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1028'RECOVERED IN GOOD CONDITION.
 EV1028
 EV1028                          STATION RECOVERY (2006)
 EV1028
 EV1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 EV1028'HEADWALL CORNER CHIPPED OFF, MONUMENT LOST
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3229 ***********************************************************************
 EV3229  DESIGNATION -  700 30 RESET
 EV3229  PID         -  EV3229
 EV3229  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3229  USGS QUAD   -  GUASTI (1981)
 EV3229
 EV3229                         *CURRENT SURVEY CONTROL
 EV3229  ___________________________________________________________________
 EV3229* NAD 83(2007)-  34 05 30.11334(N)    117 35 04.39983(W)     NO CHECK  
 EV3229* NAVD 88     -       339.077  (meters)    1112.46   (feet)  ADJUSTED  
 EV3229  ___________________________________________________________________
 EV3229  EPOCH DATE  -        2007.00
 EV3229  X           -  -2,448,561.503 (meters)                     COMP
 EV3229  Y           -  -4,686,742.757 (meters)                     COMP
 EV3229  Z           -   3,555,046.070 (meters)                     COMP
 EV3229  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 EV3229  ELLIP HEIGHT-         306.046 (meters)          (02/10/07) NO CHECK
 EV3229  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 EV3229  DYNAMIC HT  -         338.701 (meters)    1111.22  (feet)  COMP
 EV3229
 EV3229  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EV3229  Type    PID    Designation                      North   East  Ellip
 EV3229  -------------------------------------------------------------------
 EV3229  NETWORK EV3229 700 30 RESET                      1.33   2.00   6.92
 EV3229  -------------------------------------------------------------------
 EV3229  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 EV3229
 EV3229  VERT ORDER  -  FIRST     CLASS I
 EV3229
 EV3229.The horizontal coordinates were established by GPS observations
 EV3229.and adjusted by the National Geodetic Survey in February 2007.
 EV3229
 EV3229.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EV3229.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EV3229.No horizontal observational check was made to the station.
 EV3229.The horizontal coordinates are valid at the epoch date displayed above.
 EV3229.The epoch date for horizontal control is a decimal equivalence
 EV3229.of Year/Month/Day.
 EV3229
 EV3229.The orthometric height was determined by differential leveling
 EV3229.and adjusted in February 1997.
 EV3229
 EV3229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EV3229
 EV3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV3229
 EV3229.The ellipsoidal height was determined by GPS observations
 EV3229.and is referenced to NAD 83.
 EV3229
 EV3229.The geoid height was determined by GEOID03.
 EV3229
 EV3229.The dynamic height is computed by dividing the NAVD 88
 EV3229.geopotential number by the normal gravity value computed on the
 EV3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3229.degrees latitude (g = 980.6199 gals.).
 EV3229
 EV3229.The modeled gravity was interpolated from observed gravity values.
 EV3229
 EV3229;                    North         East     Units Scale Factor Converg.
 EV3229;SPC CA 5     -   565,713.844 2,038,338.886   MT  0.99998786   +0 14 12.5
 EV3229;SPC CA 5     - 1,856,012.84  6,687,450.16   sFT  0.99998786   +0 14 12.5
 EV3229;UTM  11      - 3,772,477.554   446,075.290   MT  0.99963584   -0 19 39.6
 EV3229
 EV3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV3229!SPC CA 5     -   0.99995196  x   0.99998786  =   0.99993982
 EV3229!UTM  11      -   0.99995196  x   0.99963584  =   0.99958782
 EV3229
 EV3229                          SUPERSEDED SURVEY CONTROL
 EV3229
 EV3229  NAD 83(1992)-  34 05 30.10450(N)    117 35 04.39073(W) AD(1997.00) 1
 EV3229  ELLIP H (05/25/99)  306.022  (m)                       GP(       ) 2 2
 EV3229  NAVD 88 (02/01/93)  339.088  (m)         1112.49   (f) UNKNOWN     1 1
 EV3229  NGVD 29 (??/??/92)  338.311  (m)         1109.94   (f) ADJ UNCH    1 1
 EV3229
 EV3229.Superseded values are not recommended for survey control.
 EV3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3229.See file dsdata.txt to determine how the superseded data were derived.
 EV3229
 EV3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4607572478(NAD 83)
 EV3229_MARKER: DD = SURVEY DISK
 EV3229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV3229_SP_SET: FLOOD DRAIN HEADWALL
 EV3229_STAMPING: RESET NO. 700-30 1973
 EV3229_MARK LOGO: CA-071
 EV3229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EV3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3229+STABILITY: SURFACE MOTION
 EV3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3229+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1999
 EV3229
 EV3229  HISTORY     - Date     Condition        Report By
 EV3229  HISTORY     - 1973     MONUMENTED       CA-071
 EV3229  HISTORY     - 1978     GOOD             NGS
 EV3229  HISTORY     - 19941031 GOOD             MWDSC
 EV3229  HISTORY     - 19950508 GOOD             USPSQD
 EV3229  HISTORY     - 19990303 GOOD             NGS
 EV3229
 EV3229                          STATION DESCRIPTION
 EV3229
 EV3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3229'0.5 MI EAST FROM CUCAMONGA DEPOT.
 EV3229'0.5 MILE EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY, FROM
 EV3229'THE CUCAMONGA FREIGHT DEPOT, AT THE CROSSING OF TURNER AVENUE, IN TOP
 EV3229'THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF FLOOD DRAIN UNDER 8TH
 EV3229'STREET, 33 FT. SOUTH THE CENTER LINE 8TH STREET, 30 FT. EAST THE
 EV3229'CENTER LINE TURNER AVENUE.
 EV3229
 EV3229                          STATION RECOVERY (1994)
 EV3229
 EV3229'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV3229'RECOVERED AS DESCRIBED.  REFERENCE MWD FB 2002 02 004.
 EV3229
 EV3229                          STATION RECOVERY (1995)
 EV3229
 EV3229'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3229'RECOVERED IN GOOD CONDITION.
 EV3229
 EV3229                          STATION RECOVERY (1999)
 EV3229
 EV3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (LJL)
 EV3229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3002 ***********************************************************************
 EV3002  DESIGNATION -  700 31
 EV3002  PID         -  EV3002
 EV3002  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3002  USGS QUAD   -  GUASTI (1981)
 EV3002
 EV3002                         *CURRENT SURVEY CONTROL
 EV3002  ___________________________________________________________________
 EV3002* NAD 83(1986)-  34 05 31.     (N)    117 35 33.     (W)     SCALED    
 EV3002* NAVD 88     -       337.114  (meters)    1106.01   (feet)  READJUSTED
 EV3002  ___________________________________________________________________
 EV3002  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 EV3002  DYNAMIC HT  -         336.740 (meters)    1104.79  (feet)  COMP
 EV3002  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 EV3002
 EV3002  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3002
 EV3002.The horizontal coordinates were scaled from a topographic map and have
 EV3002.an estimated accuracy of +/- 6 seconds.
 EV3002
 EV3002.The orthometric height was determined by differential leveling
 EV3002.and adjusted in February 1993.
 EV3002.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3002.distribution rate of 0.0 thru 1.0 mm/km.
 EV3002.The height was derived from older observations constrained to new
 EV3002.heights in a crustal motion area.  The height is approximate in
 EV3002.relation to other heights in its vicinity.
 EV3002
 EV3002.The geoid height was determined by GEOID03.
 EV3002
 EV3002.The dynamic height is computed by dividing the NAVD 88
 EV3002.geopotential number by the normal gravity value computed on the
 EV3002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3002.degrees latitude (g = 980.6199 gals.).
 EV3002
 EV3002.The modeled gravity was interpolated from observed gravity values.
 EV3002
 EV3002;                    North         East    Units  Estimated Accuracy
 EV3002;SPC CA 5     -   565,740.    2,037,610.      MT  (+/- 180 meters Scaled)
 EV3002
 EV3002                          SUPERSEDED SURVEY CONTROL
 EV3002
 EV3002  NGVD 29 (??/??/92)  336.337  (m)         1103.47   (f) ADJ UNCH    1 1
 EV3002
 EV3002.Superseded values are not recommended for survey control.
 EV3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3002.See file dsdata.txt to determine how the superseded data were derived.
 EV3002
 EV3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT453725(NAD 83)
 EV3002_MARKER: DD = SURVEY DISK
 EV3002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3002_SP_SET: CULVERT
 EV3002_STAMPING: 700-31 1968
 EV3002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3002
 EV3002  HISTORY     - Date     Condition        Report By
 EV3002  HISTORY     - 1968     MONUMENTED       CA-071
 EV3002  HISTORY     - 1978     GOOD             NGS
 EV3002  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 EV3002
 EV3002                          STATION DESCRIPTION
 EV3002
 EV3002'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3002'AT CUCAMONGA.
 EV3002'AT CUCAMONGA, 345 FEET EAST OF CENTERLINE OF ARCHIBALD AVE.,
 EV3002'DIRECTLY ACROSS THE TRACKS FROM A.T. AND S.F. RAILWAY STATION,
 EV3002'88.2 FEET NORTH OF NORTH END OF FREIGHT DEPOT, 50.5 FEET NORTH
 EV3002'OF MAIN LINE TRACKS, SET BRASS DISK ON TOP OF WEST END OF CONCRETE
 EV3002'HEADWALL FOR A 4 FOOT CONCRETE ARCH CULVERT, AND 2.8 FEET
 EV3002'BELOW MAIN LINE TRACKS.
 EV3002
 EV3002                          STATION RECOVERY (1978)
 EV3002
 EV3002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3002'RECOVERED IN GOOD CONDITION.
 EV3002
 EV3002                          STATION RECOVERY (1995)
 EV3002
 EV3002'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3230 ***********************************************************************
 EV3230  DESIGNATION -  700 32 RESET
 EV3230  PID         -  EV3230
 EV3230  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3230  USGS QUAD   -  GUASTI (1981)
 EV3230
 EV3230                         *CURRENT SURVEY CONTROL
 EV3230  ___________________________________________________________________
 EV3230* NAD 83(1986)-  34 05 33.     (N)    117 36 09.     (W)     SCALED    
 EV3230* NAVD 88     -       334.852  (meters)    1098.59   (feet)  ADJUSTED  
 EV3230  ___________________________________________________________________
 EV3230  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 EV3230  DYNAMIC HT  -         334.480 (meters)    1097.37  (feet)  COMP
 EV3230  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 EV3230
 EV3230  VERT ORDER  -  FIRST     CLASS I
 EV3230
 EV3230.The horizontal coordinates were scaled from a topographic map and have
 EV3230.an estimated accuracy of +/- 6 seconds.
 EV3230
 EV3230.The orthometric height was determined by differential leveling
 EV3230.and adjusted in February 1997.
 EV3230
 EV3230.The geoid height was determined by GEOID03.
 EV3230
 EV3230.The dynamic height is computed by dividing the NAVD 88
 EV3230.geopotential number by the normal gravity value computed on the
 EV3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3230.degrees latitude (g = 980.6199 gals.).
 EV3230
 EV3230.The modeled gravity was interpolated from observed gravity values.
 EV3230
 EV3230;                    North         East    Units  Estimated Accuracy
 EV3230;SPC CA 5     -   565,800.    2,036,680.      MT  (+/- 180 meters Scaled)
 EV3230
 EV3230                          SUPERSEDED SURVEY CONTROL
 EV3230
 EV3230  NAVD 88 (02/01/93)  334.875  (m)         1098.67   (f) UNKNOWN     1 1
 EV3230  NGVD 29 (??/??/92)  334.097  (m)         1096.12   (f) ADJ UNCH    1 1
 EV3230
 EV3230.Superseded values are not recommended for survey control.
 EV3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3230.See file dsdata.txt to determine how the superseded data were derived.
 EV3230
 EV3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT444725(NAD 83)
 EV3230_MARKER: DD = SURVEY DISK
 EV3230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV3230_SP_SET: FLOODGATE SIDEWALL
 EV3230_STAMPING: RESET NO-700-32 1973
 EV3230_MARK LOGO: CA-071
 EV3230_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3230+STABILITY: SURFACE MOTION
 EV3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV3230+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1994
 EV3230
 EV3230  HISTORY     - Date     Condition        Report By
 EV3230  HISTORY     - 1973     MONUMENTED       CA-071
 EV3230  HISTORY     - 1978     GOOD             NGS
 EV3230  HISTORY     - 19941031 GOOD             MWDSC
 EV3230  HISTORY     - 19950606 GOOD             USPSQD
 EV3230
 EV3230                          STATION DESCRIPTION
 EV3230
 EV3230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3230'0.6 MI WEST FROM CUCAMONGA DEPOT.
 EV3230'0.6 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY, AT
 EV3230'THE CROSSING OF HELLMAN AVENUE, IN TOP THE WEST WALL OF CONCRETE
 EV3230'FLOOD CHANNEL, 42 FT. SOUTH OF THE SOUTH RAIL, 30 FT. NORTH THE
 EV3230'CENTER LINE 8TH STREET, 21 FT. WEST THE CENTER LINE HELLMAN AVENUE, 4
 EV3230'FT. NORTH OF THE SOUTH END STEEL HAND RAIL.
 EV3230
 EV3230                          STATION RECOVERY (1994)
 EV3230
 EV3230'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 EV3230'CUCAMONGA, FROM THE INTERSECTION OF INTERSTATE 10 AND ARCHIBALD AVENUE
 EV3230'PROCEED NORTH ON ARCHIBALD AVE TO 8TH STREET, PROCEED WEST ON 8TH
 EV3230'STREET TO HELLMAN AVE, 18 FEET (5.5 M) WEST OF HERMOSA AVE, 28 FEET
 EV3230'(8.5 M) NORTH OF 8TH STREET, 20.5 FEET (6.2 M) EASTERLY FROM TELEPHONE
 EV3230'POLE NUMBER H4355Y, 11.5 FEET (3.5 M) EAST OF SEWER MANHOLE FOUND 2
 EV3230'INCH SAN BERNARDINO COUNTY SURVEYOR BRASS DISK STAMPED RESET NO-700-32
 EV3230'1973, FLUSH ON SOUTHWEST END OF A 8 IN. THICK CONCRETE SIDEWALL OF
 EV3230'FLOOD CONTROL CHANNEL.  REFERENCE MWD FB 2002 02 007.
 EV3230
 EV3230                          STATION RECOVERY (1995)
 EV3230
 EV3230'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3386 ***********************************************************************
 EV3386  DESIGNATION -  700 34 RESET
 EV3386  PID         -  EV3386
 EV3386  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3386  USGS QUAD   -  GUASTI (1981)
 EV3386
 EV3386                         *CURRENT SURVEY CONTROL
 EV3386  ___________________________________________________________________
 EV3386* NAD 83(1986)-  34 05 33.     (N)    117 37 11.     (W)     SCALED    
 EV3386* NAVD 88     -       347.552  (meters)    1140.26   (feet)  READJUSTED
 EV3386  ___________________________________________________________________
 EV3386  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 EV3386  DYNAMIC HT  -         347.170 (meters)    1139.01  (feet)  COMP
 EV3386  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 EV3386
 EV3386  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3386
 EV3386.The horizontal coordinates were scaled from a topographic map and have
 EV3386.an estimated accuracy of +/- 6 seconds.
 EV3386
 EV3386.The orthometric height was determined by differential leveling
 EV3386.and adjusted in February 1993.
 EV3386.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3386.distribution rate of 0.0 thru 1.0 mm/km.
 EV3386.The height was derived from older observations constrained to new
 EV3386.heights in a crustal motion area.  The height is approximate in
 EV3386.relation to other heights in its vicinity.
 EV3386
 EV3386.The geoid height was determined by GEOID03.
 EV3386
 EV3386.The dynamic height is computed by dividing the NAVD 88
 EV3386.geopotential number by the normal gravity value computed on the
 EV3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3386.degrees latitude (g = 980.6199 gals.).
 EV3386
 EV3386.The modeled gravity was interpolated from observed gravity values.
 EV3386
 EV3386;                    North         East    Units  Estimated Accuracy
 EV3386;SPC CA 5     -   565,790.    2,035,090.      MT  (+/- 180 meters Scaled)
 EV3386
 EV3386                          SUPERSEDED SURVEY CONTROL
 EV3386
 EV3386  NGVD 29 (??/??/92)  346.773  (m)         1137.70   (f) ADJ UNCH    1 1
 EV3386
 EV3386.Superseded values are not recommended for survey control.
 EV3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3386.See file dsdata.txt to determine how the superseded data were derived.
 EV3386
 EV3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT428725(NAD 83)
 EV3386_MARKER: DB = BENCH MARK DISK
 EV3386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3386_SP_SET: CURB
 EV3386_STAMPING: 700-34 RESET 1973
 EV3386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3386
 EV3386  HISTORY     - Date     Condition        Report By
 EV3386  HISTORY     - 1973     MONUMENTED       CA-071
 EV3386  HISTORY     - 1978     GOOD             NGS
 EV3386  HISTORY     - 19950509 GOOD             USPSQD
 EV3386
 EV3386                          STATION DESCRIPTION
 EV3386
 EV3386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3386'1.6 MI WEST FROM CUCAMONGA DEPOT.
 EV3386'1.6 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY, AT
 EV3386'THE CROSSING OF BAKER AVENUE, IN TOP THE EAST CURB OF BAKER AVENUE
 EV3386'60 FT. SOUTH THE CENTER LINE 8TH STREET, 33 FT. EAST THE CENTER LINE
 EV3386'BAKER AVENUE.
 EV3386
 EV3386                          STATION RECOVERY (1995)
 EV3386
 EV3386'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3070 ***********************************************************************
 EV3070  DESIGNATION -  700 35
 EV3070  PID         -  EV3070
 EV3070  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3070  USGS QUAD   -  GUASTI (1981)
 EV3070
 EV3070                         *CURRENT SURVEY CONTROL
 EV3070  ___________________________________________________________________
 EV3070* NAD 83(1986)-  34 05 33.     (N)    117 37 26.     (W)     SCALED    
 EV3070* NAVD 88     -       353.639  (meters)    1160.23   (feet)  READJUSTED
 EV3070  ___________________________________________________________________
 EV3070  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 EV3070  DYNAMIC HT  -         353.250 (meters)    1158.95  (feet)  COMP
 EV3070  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 EV3070  OBS GRAVITY -     979,506.6   (mgal)                       GRAV_OBS
 EV3070
 EV3070  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3070
 EV3070.The horizontal coordinates were scaled from a topographic map and have
 EV3070.an estimated accuracy of +/- 6 seconds.
 EV3070
 EV3070.The orthometric height was determined by differential leveling
 EV3070.and adjusted in February 1993.
 EV3070.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3070.distribution rate of 0.0 thru 1.0 mm/km.
 EV3070.The height was derived from older observations constrained to new
 EV3070.heights in a crustal motion area.  The height is approximate in
 EV3070.relation to other heights in its vicinity.
 EV3070
 EV3070.The geoid height was determined by GEOID03.
 EV3070
 EV3070.The dynamic height is computed by dividing the NAVD 88
 EV3070.geopotential number by the normal gravity value computed on the
 EV3070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3070.degrees latitude (g = 980.6199 gals.).
 EV3070
 EV3070.The modeled gravity was interpolated from observed gravity values.
 EV3070.The observed gravity was obtained from relative gravimeter ties
 EV3070.to the IGSN71 gravity network.
 EV3070
 EV3070;                    North         East    Units  Estimated Accuracy
 EV3070;SPC CA 5     -   565,790.    2,034,710.      MT  (+/- 180 meters Scaled)
 EV3070
 EV3070                          SUPERSEDED SURVEY CONTROL
 EV3070
 EV3070  NGVD 29 (??/??/92)  352.859  (m)         1157.67   (f) ADJ UNCH    1 1
 EV3070
 EV3070.Superseded values are not recommended for survey control.
 EV3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3070.See file dsdata.txt to determine how the superseded data were derived.
 EV3070
 EV3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT424725(NAD 83)
 EV3070_MARKER: DB = BENCH MARK DISK
 EV3070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3070_SP_SET: BRIDGE
 EV3070_STAMPING: 700-35 1968
 EV3070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3070
 EV3070  HISTORY     - Date     Condition        Report By
 EV3070  HISTORY     - 1968     MONUMENTED       CA-071
 EV3070  HISTORY     - 1978     GOOD             NGS
 EV3070  HISTORY     - 19950509 GOOD             USPSQD
 EV3070
 EV3070                          STATION DESCRIPTION
 EV3070
 EV3070'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3070'1.8 MI W FROM CUCAMONGA.
 EV3070'1.85 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV3070'FROM THE CUCAMONGA FREIGHT DEPOT, 1.05 MILES EAST OF RAILWAY
 EV3070'STATION AT UPLAND, 9 1/2 POLES WEST OF BAKER AVE. ALONG SOUTH
 EV3070'SIDE OF TRACKS, SET BRASS DISK IN SOUTH END OF EAST BRIDGE
 EV3070'ABUTMENT OVER DRY WASH, 1.1 FEET SOUTH OF SOUTH HAND-RAIL, 8.1
 EV3070'FEET SOUTH OF SOUTH RAIL, 1 1/2 POLES EAST YARD LIMIT SIGN, AND
 EV3070'3.5 FEET BELOW TRACKS.
 EV3070
 EV3070                          STATION RECOVERY (1978)
 EV3070
 EV3070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3070'OMIT-YARD SIGN.
 EV3070
 EV3070                          STATION RECOVERY (1995)
 EV3070
 EV3070'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV3070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3231 ***********************************************************************
 EV3231  DESIGNATION -  700 36 RESET
 EV3231  PID         -  EV3231
 EV3231  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3231  USGS QUAD   -  ONTARIO (1981)
 EV3231
 EV3231                         *CURRENT SURVEY CONTROL
 EV3231  ___________________________________________________________________
 EV3231* NAD 83(1986)-  34 05 35.     (N)    117 37 58.     (W)     SCALED    
 EV3231* NAVD 88     -       360.350  (meters)    1182.25   (feet)  READJUSTED
 EV3231  ___________________________________________________________________
 EV3231  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 EV3231  DYNAMIC HT  -         359.950 (meters)    1180.94  (feet)  COMP
 EV3231  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 EV3231
 EV3231  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3231
 EV3231.The horizontal coordinates were scaled from a topographic map and have
 EV3231.an estimated accuracy of +/- 6 seconds.
 EV3231
 EV3231.The orthometric height was determined by differential leveling
 EV3231.and adjusted in February 1993.
 EV3231.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3231.distribution rate of 0.0 thru 1.0 mm/km.
 EV3231.The height was derived from older observations constrained to new
 EV3231.heights in a crustal motion area.  The height is approximate in
 EV3231.relation to other heights in its vicinity.
 EV3231
 EV3231.The geoid height was determined by GEOID03.
 EV3231
 EV3231.The dynamic height is computed by dividing the NAVD 88
 EV3231.geopotential number by the normal gravity value computed on the
 EV3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3231.degrees latitude (g = 980.6199 gals.).
 EV3231
 EV3231.The modeled gravity was interpolated from observed gravity values.
 EV3231
 EV3231;                    North         East    Units  Estimated Accuracy
 EV3231;SPC CA 5     -   565,850.    2,033,890.      MT  (+/- 180 meters Scaled)
 EV3231
 EV3231                          SUPERSEDED SURVEY CONTROL
 EV3231
 EV3231  NGVD 29 (??/??/92)  359.570  (m)         1179.69   (f) ADJ UNCH    1 1
 EV3231
 EV3231.Superseded values are not recommended for survey control.
 EV3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3231.See file dsdata.txt to determine how the superseded data were derived.
 EV3231
 EV3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT416726(NAD 83)
 EV3231_MARKER: DB = BENCH MARK DISK
 EV3231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3231_SP_SET: ABUTMENT
 EV3231_STAMPING: 700-36 RESET 1973
 EV3231
 EV3231  HISTORY     - Date     Condition        Report By
 EV3231  HISTORY     - 1973     MONUMENTED       CA-071
 EV3231  HISTORY     - 1978     GOOD             NGS
 EV3231
 EV3231                          STATION DESCRIPTION
 EV3231
 EV3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3231'0.65 MI EAST FROM UPLAND STATION.
 EV3231'0.65 MILES EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY, IN
 EV3231'TOP THE NORTH END OF EAST CONCRETE ABUTMENT OF WOODEN BRIDGE OVER
 EV3231'DRY WASH, 10 FT. NORTH THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3068 ***********************************************************************
 EV3068  DESIGNATION -  700 37
 EV3068  PID         -  EV3068
 EV3068  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3068  USGS QUAD   -  ONTARIO (1981)
 EV3068
 EV3068                         *CURRENT SURVEY CONTROL
 EV3068  ___________________________________________________________________
 EV3068* NAD 83(1986)-  34 05 39.     (N)    117 38 28.     (W)     SCALED    
 EV3068* NAVD 88     -       367.636  (meters)    1206.15   (feet)  READJUSTED
 EV3068  ___________________________________________________________________
 EV3068  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 EV3068  DYNAMIC HT  -         367.220 (meters)    1204.79  (feet)  COMP
 EV3068  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 EV3068
 EV3068  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3068
 EV3068.The horizontal coordinates were scaled from a topographic map and have
 EV3068.an estimated accuracy of +/- 6 seconds.
 EV3068
 EV3068.The orthometric height was determined by differential leveling
 EV3068.and adjusted in February 1993.
 EV3068.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3068.distribution rate of 0.0 thru 1.0 mm/km.
 EV3068.The height was derived from older observations constrained to new
 EV3068.heights in a crustal motion area.  The height is approximate in
 EV3068.relation to other heights in its vicinity.
 EV3068
 EV3068.The geoid height was determined by GEOID03.
 EV3068
 EV3068.The dynamic height is computed by dividing the NAVD 88
 EV3068.geopotential number by the normal gravity value computed on the
 EV3068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3068.degrees latitude (g = 980.6199 gals.).
 EV3068
 EV3068.The modeled gravity was interpolated from observed gravity values.
 EV3068
 EV3068;                    North         East    Units  Estimated Accuracy
 EV3068;SPC CA 5     -   565,970.    2,033,120.      MT  (+/- 180 meters Scaled)
 EV3068
 EV3068                          SUPERSEDED SURVEY CONTROL
 EV3068
 EV3068  NGVD 29 (??/??/92)  366.855  (m)         1203.59   (f) ADJ UNCH    1 1
 EV3068
 EV3068.Superseded values are not recommended for survey control.
 EV3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3068.See file dsdata.txt to determine how the superseded data were derived.
 EV3068
 EV3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT408727(NAD 83)
 EV3068_MARKER: DD = SURVEY DISK
 EV3068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3068_SP_SET: CONCRETE DRAINAGE
 EV3068_STAMPING: 700-37 1968
 EV3068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3068
 EV3068  HISTORY     - Date     Condition        Report By
 EV3068  HISTORY     - 1968     MONUMENTED       CA-071
 EV3068  HISTORY     - 1978     GOOD             NGS
 EV3068
 EV3068                          STATION DESCRIPTION
 EV3068
 EV3068'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3068'0.3 MI E FROM UPLAND.
 EV3068'0.30 MILE ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV3068'THE STATION AT UPLAND, 57 FEET WEST OF CENTERLINE OF CAMPUS
 EV3068'AVE., SET BRASS DISK IN TOP OF 6 INCH BY 3 FOOT CONCRETE RETAINING
 EV3068'WALL FOR DRAINAGE DITCH AT ANGLE POINT NEAR WEST END, 37.2 FEET
 EV3068'SOUTH OF SOUTHRAIL OF MAIN LINE, AND 3.2 FEET BELOW TRACKS.
 EV3068
 EV3068                          STATION RECOVERY (1978)
 EV3068
 EV3068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3067 ***********************************************************************
 EV3067  DESIGNATION -  700 38
 EV3067  PID         -  EV3067
 EV3067  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3067  USGS QUAD   -  ONTARIO (1981)
 EV3067
 EV3067                         *CURRENT SURVEY CONTROL
 EV3067  ___________________________________________________________________
 EV3067* NAD 83(1986)-  34 05 40.     (N)    117 39 03.     (W)     SCALED    
 EV3067* NAVD 88     -       371.858  (meters)    1220.00   (feet)  READJUSTED
 EV3067  ___________________________________________________________________
 EV3067  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 EV3067  DYNAMIC HT  -         371.440 (meters)    1218.63  (feet)  COMP
 EV3067  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 EV3067  OBS GRAVITY -     979,500.1   (mgal)                       GRAV_OBS
 EV3067
 EV3067  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3067
 EV3067.The horizontal coordinates were scaled from a topographic map and have
 EV3067.an estimated accuracy of +/- 6 seconds.
 EV3067
 EV3067.The orthometric height was determined by differential leveling
 EV3067.and adjusted in February 1993.
 EV3067.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3067.distribution rate of 0.0 thru 1.0 mm/km.
 EV3067.The height was derived from older observations constrained to new
 EV3067.heights in a crustal motion area.  The height is approximate in
 EV3067.relation to other heights in its vicinity.
 EV3067
 EV3067.The geoid height was determined by GEOID03.
 EV3067
 EV3067.The dynamic height is computed by dividing the NAVD 88
 EV3067.geopotential number by the normal gravity value computed on the
 EV3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3067.degrees latitude (g = 980.6199 gals.).
 EV3067
 EV3067.The modeled gravity was interpolated from observed gravity values.
 EV3067.The observed gravity was obtained from relative gravimeter ties
 EV3067.to the IGSN71 gravity network.
 EV3067
 EV3067;                    North         East    Units  Estimated Accuracy
 EV3067;SPC CA 5     -   566,000.    2,032,220.      MT  (+/- 180 meters Scaled)
 EV3067
 EV3067                          SUPERSEDED SURVEY CONTROL
 EV3067
 EV3067  NGVD 29 (??/??/92)  371.077  (m)         1217.44   (f) ADJ UNCH    1 1
 EV3067
 EV3067.Superseded values are not recommended for survey control.
 EV3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3067.See file dsdata.txt to determine how the superseded data were derived.
 EV3067
 EV3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT399728(NAD 83)
 EV3067_MARKER: B = BOLT
 EV3067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3067_SP_SET: SIGNAL CONTROL
 EV3067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3067
 EV3067  HISTORY     - Date     Condition        Report By
 EV3067  HISTORY     - UNK      MONUMENTED       ATSFRR
 EV3067  HISTORY     - 1968     GOOD             CA-071
 EV3067  HISTORY     - 1978     GOOD             NGS
 EV3067
 EV3067                          STATION DESCRIPTION
 EV3067
 EV3067'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3067'AT UPLAND.
 EV3067'0.2 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV3067'FROM THE UPLAND STATION, 71 FEET WEST OF CENTERLINE OF SOUTH
 EV3067'BOUND LANE OF EUCLID AVE., 8.8 FEET SOUTH OF SOUTH RAIL OF
 EV3067'MAINLINE, FOUND CUT OFF 1 IN BOLT IN THE TOP OF THE NORTHEAST
 EV3067'CORNER OF A 3 FOOT BY 2 1/2 FOOT CONCRETE BASE 1 FOOT HIGH
 EV3067'FOR ABANDONED SIGNAL CONTROL STANDARD (IS NOW THE BASE FOR
 EV3067'STEEL LADDER TO CONTROL STANDARD), AND IS 1/2 FOOT ABOVE TRACKS.
 EV3067
 EV3067                          STATION RECOVERY (1978)
 EV3067
 EV3067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3067'0.7 WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM THE
 EV3067'STATION AT UPLAND, BRASS DISK IN TOP OF THE EAST WALL OF A 7 FT.
 EV3067'WIDE TAPERED DRAINAGE CHANNEL, 4.8 FEET SOUTH OF SOUTH HANDRAIL, 11.7
 EV3067'FEET SOUTH OF SOUTH RAIL OF TRACKS, 21 FEET EAST OF CENTER LINE SAN
 EV3067'ANTONIO AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3065 ***********************************************************************
 EV3065  DESIGNATION -  700 39
 EV3065  PID         -  EV3065
 EV3065  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3065  USGS QUAD   -  ONTARIO (1981)
 EV3065
 EV3065                         *CURRENT SURVEY CONTROL
 EV3065  ___________________________________________________________________
 EV3065* NAD 83(1986)-  34 05 38.     (N)    117 39 38.     (W)     SCALED    
 EV3065* NAVD 88     -       372.462  (meters)    1221.99   (feet)  READJUSTED
 EV3065  ___________________________________________________________________
 EV3065  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EV3065  DYNAMIC HT  -         372.040 (meters)    1220.60  (feet)  COMP
 EV3065  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 EV3065
 EV3065  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3065
 EV3065.The horizontal coordinates were scaled from a topographic map and have
 EV3065.an estimated accuracy of +/- 6 seconds.
 EV3065
 EV3065.The orthometric height was determined by differential leveling
 EV3065.and adjusted in February 1993.
 EV3065.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3065.distribution rate of 0.0 thru 1.0 mm/km.
 EV3065.The height was derived from older observations constrained to new
 EV3065.heights in a crustal motion area.  The height is approximate in
 EV3065.relation to other heights in its vicinity.
 EV3065
 EV3065.The geoid height was determined by GEOID03.
 EV3065
 EV3065.The dynamic height is computed by dividing the NAVD 88
 EV3065.geopotential number by the normal gravity value computed on the
 EV3065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3065.degrees latitude (g = 980.6199 gals.).
 EV3065
 EV3065.The modeled gravity was interpolated from observed gravity values.
 EV3065
 EV3065;                    North         East    Units  Estimated Accuracy
 EV3065;SPC CA 5     -   565,930.    2,031,330.      MT  (+/- 180 meters Scaled)
 EV3065
 EV3065                          SUPERSEDED SURVEY CONTROL
 EV3065
 EV3065  NGVD 29 (??/??/92)  371.680  (m)         1219.42   (f) ADJ UNCH    1 1
 EV3065
 EV3065.Superseded values are not recommended for survey control.
 EV3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3065.See file dsdata.txt to determine how the superseded data were derived.
 EV3065
 EV3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT390727(NAD 83)
 EV3065_MARKER: DB = BENCH MARK DISK
 EV3065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3065_SP_SET: WALL
 EV3065_STAMPING: 700-39 1968
 EV3065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3065
 EV3065  HISTORY     - Date     Condition        Report By
 EV3065  HISTORY     - 1968     MONUMENTED       CA-071
 EV3065  HISTORY     - 1978     GOOD             NGS
 EV3065
 EV3065                          STATION DESCRIPTION
 EV3065
 EV3065'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3065'0.7 MI W FROM UPLAND.
 EV3065'0.73 WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EV3065'THE STATION AT UPLAND, SET BRASS DISK IN TOP OF THE EAST WALL
 EV3065'OF A 7 FOOT WIDE TAPERED DRAINAGE CHANNEL, 4.8 FEET SOUTH OF
 EV3065'SOUTH HAND-RAIL, 11.7 FEET SOUTH OF SOUTH RAIL OF TRACKS (21 FEET
 EV3065'EAST OF SAN ANTONIO AVE.,) AND 1 FOOT BELOW TRACKS.
 EV3065
 EV3065                          STATION RECOVERY (1978)
 EV3065
 EV3065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1027 ***********************************************************************
 EV1027  DESIGNATION -  700 4
 EV1027  PID         -  EV1027
 EV1027  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1027  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1027
 EV1027                         *CURRENT SURVEY CONTROL
 EV1027  ___________________________________________________________________
 EV1027* NAD 83(1986)-  34 05 50.     (N)    117 21 41.     (W)     SCALED    
 EV1027* NAVD 88     -       363.767  (meters)    1193.46   (feet)  ADJUSTED  
 EV1027  ___________________________________________________________________
 EV1027  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV1027  DYNAMIC HT  -         363.357 (meters)    1192.11  (feet)  COMP
 EV1027  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 EV1027
 EV1027  VERT ORDER  -  FIRST     CLASS I
 EV1027
 EV1027.The horizontal coordinates were scaled from a topographic map and have
 EV1027.an estimated accuracy of +/- 6 seconds.
 EV1027
 EV1027.The orthometric height was determined by differential leveling
 EV1027.and adjusted in June 1991.
 EV1027
 EV1027.The geoid height was determined by GEOID03.
 EV1027
 EV1027.The dynamic height is computed by dividing the NAVD 88
 EV1027.geopotential number by the normal gravity value computed on the
 EV1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1027.degrees latitude (g = 980.6199 gals.).
 EV1027
 EV1027.The modeled gravity was interpolated from observed gravity values.
 EV1027
 EV1027;                    North         East    Units  Estimated Accuracy
 EV1027;SPC CA 5     -   566,440.    2,058,930.      MT  (+/- 180 meters Scaled)
 EV1027
 EV1027                          SUPERSEDED SURVEY CONTROL
 EV1027
 EV1027  NGVD 29 (??/??/92)  362.975  (m)         1190.86   (f) ADJ UNCH    1 1
 EV1027
 EV1027.Superseded values are not recommended for survey control.
 EV1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1027.See file dsdata.txt to determine how the superseded data were derived.
 EV1027
 EV1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT666729(NAD 83)
 EV1027_MARKER: DB = BENCH MARK DISK
 EV1027_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV1027_SP_SET: SIDEWALK
 EV1027_STAMPING: 700-4-1968
 EV1027_MARK LOGO: CA-071
 EV1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1027
 EV1027  HISTORY     - Date     Condition        Report By
 EV1027  HISTORY     - 1968     MONUMENTED       CA-071
 EV1027  HISTORY     - 1978     GOOD             NGS
 EV1027  HISTORY     - 1988     GOOD             NGS
 EV1027
 EV1027                          STATION DESCRIPTION
 EV1027
 EV1027'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1027'0.5 MI E FROM RIALTO.
 EV1027'0.5 MILE EAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1027'FROM STATION SIGN IN RIALTO, SET BRASS DISK IN TOP OF SOUTHEAST
 EV1027'CORNER OF DROP-IN FLOOD CONTROL CHANNEL FLOOD CROSSING, 23.5 FEET
 EV1027'EAST OF CENTER LINE OF ACACIA AVE., 40.0 FEET NORTH OF NORTH
 EV1027'RAIL, AND APPROXIMATELY LEVEL WITH TRACKS, 171 FEET SOUTH
 EV1027'CENTERLINE ALLEN ST.
 EV1027
 EV1027                          STATION RECOVERY (1978)
 EV1027
 EV1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1027'OMIT--STAMPING OF 703-4 1968
 EV1027
 EV1027                          STATION RECOVERY (1988)
 EV1027
 EV1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3062 ***********************************************************************
 EV3062  DESIGNATION -  700 40
 EV3062  PID         -  EV3062
 EV3062  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3062  USGS QUAD   -  ONTARIO (1981)
 EV3062
 EV3062                         *CURRENT SURVEY CONTROL
 EV3062  ___________________________________________________________________
 EV3062* NAD 83(1986)-  34 05 39.     (N)    117 40 50.     (W)     SCALED    
 EV3062* NAVD 88     -       370.63   (+/-2cm)    1216.0    (feet)  VERTCON   
 EV3062  ___________________________________________________________________
 EV3062  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EV3062  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3062
 EV3062.The horizontal coordinates were scaled from a topographic map and have
 EV3062.an estimated accuracy of +/- 6 seconds.
 EV3062
 EV3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3062.The vertical order pertains to the NGVD 29 superseded value.
 EV3062
 EV3062.The geoid height was determined by GEOID03.
 EV3062
 EV3062;                    North         East    Units  Estimated Accuracy
 EV3062;SPC CA 5     -   565,960.    2,029,480.      MT  (+/- 180 meters Scaled)
 EV3062
 EV3062                          SUPERSEDED SURVEY CONTROL
 EV3062
 EV3062  NGVD 29 (??/??/92)  369.845  (m)         1213.40   (f) ADJ UNCH    1 1
 EV3062
 EV3062.Superseded values are not recommended for survey control.
 EV3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3062.See file dsdata.txt to determine how the superseded data were derived.
 EV3062
 EV3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT372728(NAD 83)
 EV3062_MARKER: S = SPIKE
 EV3062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3062_SP_SET: POWER POLE
 EV3062_STAMPING: 700-40
 EV3062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3062
 EV3062  HISTORY     - Date     Condition        Report By
 EV3062  HISTORY     - UNK      MONUMENTED       CA-071
 EV3062  HISTORY     - 1968     GOOD             CA-071
 EV3062
 EV3062                          STATION DESCRIPTION
 EV3062
 EV3062'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3062'1.9 MI W FROM UPLAND.
 EV3062'1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3062'FROM THE STATION AT UPLAND, FOUND R.R. SPIKE PAINTED ORANGE,
 EV3062'PREVIOUSLY SET BY S.B. CO. SURV., IN POWER POLE 1632707E, NAILED
 EV3062'STAMPED S.B. CO. SURV. TAG NEXT TO SPIKE, 33 FEET WEST CENTERLINE
 EV3062'BENSON AVE., 77 1/2 FEET NORTH OF NORTH RAIL, 1 FOOT ABOVE GROUND
 EV3062'AND 1 1/2 FEET BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3061 ***********************************************************************
 EV3061  DESIGNATION -  700 41
 EV3061  PID         -  EV3061
 EV3061  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3061  USGS QUAD   -  ONTARIO (1981)
 EV3061
 EV3061                         *CURRENT SURVEY CONTROL
 EV3061  ___________________________________________________________________
 EV3061* NAD 83(1986)-  34 05 38.     (N)    117 41 19.     (W)     SCALED    
 EV3061* NAVD 88     -       367.247  (meters)    1204.88   (feet)  READJUSTED
 EV3061  ___________________________________________________________________
 EV3061  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 EV3061  DYNAMIC HT  -         366.840 (meters)    1203.54  (feet)  COMP
 EV3061  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 EV3061
 EV3061  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3061
 EV3061.The horizontal coordinates were scaled from a topographic map and have
 EV3061.an estimated accuracy of +/- 6 seconds.
 EV3061
 EV3061.The orthometric height was determined by differential leveling
 EV3061.and adjusted in February 1993.
 EV3061.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3061.distribution rate of 0.0 thru 1.0 mm/km.
 EV3061.The height was derived from older observations constrained to new
 EV3061.heights in a crustal motion area.  The height is approximate in
 EV3061.relation to other heights in its vicinity.
 EV3061
 EV3061.The geoid height was determined by GEOID03.
 EV3061
 EV3061.The dynamic height is computed by dividing the NAVD 88
 EV3061.geopotential number by the normal gravity value computed on the
 EV3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3061.degrees latitude (g = 980.6199 gals.).
 EV3061
 EV3061.The modeled gravity was interpolated from observed gravity values.
 EV3061
 EV3061;                    North         East    Units  Estimated Accuracy
 EV3061;SPC CA 5     -   565,920.    2,028,740.      MT  (+/- 180 meters Scaled)
 EV3061
 EV3061                          SUPERSEDED SURVEY CONTROL
 EV3061
 EV3061  NGVD 29 (??/??/92)  366.470  (m)         1202.33   (f) ADJ UNCH    1 1
 EV3061
 EV3061.Superseded values are not recommended for survey control.
 EV3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3061.See file dsdata.txt to determine how the superseded data were derived.
 EV3061
 EV3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT364727(NAD 83)
 EV3061_MARKER: DD = SURVEY DISK
 EV3061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3061_SP_SET: BRIDGE
 EV3061_STAMPING: 700-41 1968
 EV3061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3061
 EV3061  HISTORY     - Date     Condition        Report By
 EV3061  HISTORY     - 1968     MONUMENTED       CA-071
 EV3061  HISTORY     - 1978     GOOD             NGS
 EV3061
 EV3061                          STATION DESCRIPTION
 EV3061
 EV3061'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3061'2.4 MI W FROM UPLAND.
 EV3061'2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3061'FROM THE STATION AT UPLAND, 65 FEET EAST OF CENTERLINE CENTRAL
 EV3061'AVE., 5 FEET NORTH OF NORTH RAIL, SET BRASS DISK IN TOP OF
 EV3061'NORTH END OF THE WEST CONCRETE RAILROAD BRIDGE ABUTMENT OF A
 EV3061'WOOD GIRDER BRIDGE, AND 3 1/2 FEET BELOW THE TRACKS.
 EV3061
 EV3061                          STATION RECOVERY (1978)
 EV3061
 EV3061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3060 ***********************************************************************
 EV3060  DESIGNATION -  700 42
 EV3060  PID         -  EV3060
 EV3060  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3060  USGS QUAD   -  ONTARIO (1981)
 EV3060
 EV3060                         *CURRENT SURVEY CONTROL
 EV3060  ___________________________________________________________________
 EV3060* NAD 83(1986)-  34 05 38.     (N)    117 41 58.     (W)     SCALED    
 EV3060* NAVD 88     -       361.595  (meters)    1186.33   (feet)  READJUSTED
 EV3060  ___________________________________________________________________
 EV3060  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EV3060  DYNAMIC HT  -         361.190 (meters)    1185.00  (feet)  COMP
 EV3060  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 EV3060
 EV3060  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3060
 EV3060.The horizontal coordinates were scaled from a topographic map and have
 EV3060.an estimated accuracy of +/- 6 seconds.
 EV3060
 EV3060.The orthometric height was determined by differential leveling
 EV3060.and adjusted in February 1993.
 EV3060.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3060.distribution rate of 0.0 thru 1.0 mm/km.
 EV3060.The height was derived from older observations constrained to new
 EV3060.heights in a crustal motion area.  The height is approximate in
 EV3060.relation to other heights in its vicinity.
 EV3060
 EV3060.The geoid height was determined by GEOID03.
 EV3060
 EV3060.The dynamic height is computed by dividing the NAVD 88
 EV3060.geopotential number by the normal gravity value computed on the
 EV3060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3060.degrees latitude (g = 980.6199 gals.).
 EV3060
 EV3060.The modeled gravity was interpolated from observed gravity values.
 EV3060
 EV3060;                    North         East    Units  Estimated Accuracy
 EV3060;SPC CA 5     -   565,920.    2,027,740.      MT  (+/- 180 meters Scaled)
 EV3060
 EV3060                          SUPERSEDED SURVEY CONTROL
 EV3060
 EV3060  NGVD 29 (??/??/92)  360.821  (m)         1183.79   (f) ADJ UNCH    1 1
 EV3060
 EV3060.Superseded values are not recommended for survey control.
 EV3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3060.See file dsdata.txt to determine how the superseded data were derived.
 EV3060
 EV3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT354727(NAD 83)
 EV3060_MARKER: DD = SURVEY DISK
 EV3060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3060_SP_SET: CULVERT
 EV3060_STAMPING: 700-42 1968
 EV3060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3060
 EV3060  HISTORY     - Date     Condition        Report By
 EV3060  HISTORY     - 1968     MONUMENTED       CA-071
 EV3060  HISTORY     - 1978     GOOD             NGS
 EV3060
 EV3060                          STATION DESCRIPTION
 EV3060
 EV3060'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3060'3 MI W FROM UPLAND.
 EV3060'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV3060'FROM THE STATION AT UPLAND, APPROX. 0.1 MILES WEST MONTE VISTA
 EV3060'AVE., SET BRASS DISK IN TOP OF SOUTHEAST CORNER OF HEADWALL FOR
 EV3060'CONCRETE CULVERT OF SAN ANTONIO CREEK FLOOD CHANNEL, CONCRETE
 EV3060'LINED 13 1/2 FEET DEEP BY 27 FEET WIDE, AT SOUTH END OF LARGE
 EV3060'ROCK AND GRAVEL PLANT, 9 FEET NORTH OF NORTH RAIL AND 2 FEET
 EV3060'BELOW THE TRACKS.
 EV3060
 EV3060                          STATION RECOVERY (1978)
 EV3060
 EV3060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3071 ***********************************************************************
 EV3071  DESIGNATION -  700 43
 EV3071  PID         -  EV3071
 EV3071  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3071  USGS QUAD   -  ONTARIO (1981)
 EV3071
 EV3071                         *CURRENT SURVEY CONTROL
 EV3071  ___________________________________________________________________
 EV3071* NAD 83(1986)-  34 05 58.     (N)    117 42 26.     (W)     SCALED    
 EV3071* NAVD 88     -       374.280  (meters)    1227.95   (feet)  READJUSTED
 EV3071  ___________________________________________________________________
 EV3071  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 EV3071  DYNAMIC HT  -         373.860 (meters)    1226.57  (feet)  COMP
 EV3071  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 EV3071
 EV3071  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3071
 EV3071.The horizontal coordinates were scaled from a topographic map and have
 EV3071.an estimated accuracy of +/- 6 seconds.
 EV3071
 EV3071.The orthometric height was determined by differential leveling
 EV3071.and adjusted in February 1993.
 EV3071.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3071.distribution rate of 0.0 thru 1.0 mm/km.
 EV3071.The height was derived from older observations constrained to new
 EV3071.heights in a crustal motion area.  The height is approximate in
 EV3071.relation to other heights in its vicinity.
 EV3071
 EV3071.The geoid height was determined by GEOID03.
 EV3071
 EV3071.The dynamic height is computed by dividing the NAVD 88
 EV3071.geopotential number by the normal gravity value computed on the
 EV3071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3071.degrees latitude (g = 980.6199 gals.).
 EV3071
 EV3071.The modeled gravity was interpolated from observed gravity values.
 EV3071
 EV3071;                    North         East    Units  Estimated Accuracy
 EV3071;SPC CA 5     -   566,530.    2,027,020.      MT  (+/- 180 meters Scaled)
 EV3071
 EV3071                          SUPERSEDED SURVEY CONTROL
 EV3071
 EV3071  NGVD 29 (??/??/92)  373.506  (m)         1225.41   (f) ADJ UNCH    1 1
 EV3071
 EV3071.Superseded values are not recommended for survey control.
 EV3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3071.See file dsdata.txt to determine how the superseded data were derived.
 EV3071
 EV3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT347734(NAD 83)
 EV3071_MARKER: Z = SEE DESCRIPTION
 EV3071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3071_SP_SET: CURB
 EV3071_STAMPING: BM
 EV3071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3071
 EV3071  HISTORY     - Date     Condition        Report By
 EV3071  HISTORY     - UNK      MONUMENTED       CA-071
 EV3071  HISTORY     - 1969     GOOD             CA-071
 EV3071  HISTORY     - 1978     GOOD             NGS
 EV3071
 EV3071                          STATION DESCRIPTION
 EV3071
 EV3071'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3071'3.8 MI NW FROM CLAREMONT.
 EV3071'3.4 MILES WEST ALONG THE SANTA FE RAILWAY FROM UPLAND, THENCE
 EV3071'NORTH ON MILLS AVENUE 0.42 MILE, SET DRIVE PIN IN TOP OF WEST
 EV3071'CURB 1 1/2 FEET SOUTH OF AN EIGHT FOOT DROP-IN-FLOOD CONTROL
 EV3071'BOX, 54 FEET NORTH OF THE CENTERLINE SIXTH AVE., 26 FEET WEST
 EV3071'OF CENTERLINE MILLS AVENUE AND 5 FEET EAST OF WEST EDGE OF
 EV3071'SIDEWALK.
 EV3071
 EV3071                          STATION RECOVERY (1978)
 EV3071
 EV3071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3072 ***********************************************************************
 EV3072  DESIGNATION -  700 44
 EV3072  PID         -  EV3072
 EV3072  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3072  USGS QUAD   -  ONTARIO (1981)
 EV3072
 EV3072                         *CURRENT SURVEY CONTROL
 EV3072  ___________________________________________________________________
 EV3072* NAD 83(1986)-  34 06 25.     (N)    117 42 26.     (W)     SCALED    
 EV3072* NAVD 88     -       399.148  (meters)    1309.54   (feet)  READJUSTED
 EV3072  ___________________________________________________________________
 EV3072  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 EV3072  DYNAMIC HT  -         398.700 (meters)    1308.07  (feet)  COMP
 EV3072  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 EV3072
 EV3072  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV3072
 EV3072.The horizontal coordinates were scaled from a topographic map and have
 EV3072.an estimated accuracy of +/- 6 seconds.
 EV3072
 EV3072.The orthometric height was determined by differential leveling
 EV3072.and adjusted in February 1993.
 EV3072.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV3072.distribution rate of 1.1 thru 2.0 mm/km.
 EV3072.The height was derived from older observations constrained to new
 EV3072.heights in a crustal motion area.  The height is approximate in
 EV3072.relation to other heights in its vicinity.
 EV3072
 EV3072.The geoid height was determined by GEOID03.
 EV3072
 EV3072.The dynamic height is computed by dividing the NAVD 88
 EV3072.geopotential number by the normal gravity value computed on the
 EV3072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3072.degrees latitude (g = 980.6199 gals.).
 EV3072
 EV3072.The modeled gravity was interpolated from observed gravity values.
 EV3072
 EV3072;                    North         East    Units  Estimated Accuracy
 EV3072;SPC CA 5     -   567,370.    2,027,010.      MT  (+/- 180 meters Scaled)
 EV3072
 EV3072                          SUPERSEDED SURVEY CONTROL
 EV3072
 EV3072  NGVD 29 (??/??/92)  398.370  (m)         1306.99   (f) ADJ UNCH    1 1
 EV3072
 EV3072.Superseded values are not recommended for survey control.
 EV3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3072.See file dsdata.txt to determine how the superseded data were derived.
 EV3072
 EV3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT347742(NAD 83)
 EV3072_MARKER: DD = SURVEY DISK
 EV3072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3072_SP_SET: CURB
 EV3072_STAMPING: 700-44-1969
 EV3072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3072
 EV3072  HISTORY     - Date     Condition        Report By
 EV3072  HISTORY     - 1969     MONUMENTED       CA-071
 EV3072  HISTORY     - 1978     GOOD             NGS
 EV3072
 EV3072                          STATION DESCRIPTION
 EV3072
 EV3072'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3072'AT CLAREMONT.
 EV3072'AT CLAREMONT 3.4 MILES WEST ALONG THE SANTA FE RAILWAY FROM
 EV3072'UPLAND, THENCE NORTH ON MILLS AVENUE 0.90 MILE, AT THE NORTHEAST
 EV3072'CORNER OF FOOTHILL AND MILLS AVENUE, SET BRASS DISK IN TOP OF
 EV3072'EAST END OF CURB RETURN, 1 FOOT WEST OF 3 FOOT DROP-IN-BOX, 23
 EV3072'FEET NORTH OF CENTERLINE OF WEST BOUND LANE OF FOOTHILL BLVD. AND
 EV3072'47 FEET EAST OF CENTERLINE OF MILLS AVENUE, 2 FEET SOUTH OF CROSS
 EV3072'WALK SIGNAL STANDARD AND LEVEL WITH CENTERLINE PAVEMENT ON
 EV3072'FOOTHILL BLVD.
 EV3072
 EV3072                          STATION RECOVERY (1978)
 EV3072
 EV3072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3222 ***********************************************************************
 EV3222  DESIGNATION -  700 5 RESET
 EV3222  PID         -  EV3222
 EV3222  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3222  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV3222
 EV3222                         *CURRENT SURVEY CONTROL
 EV3222  ___________________________________________________________________
 EV3222* NAD 83(1986)-  34 05 48.     (N)    117 22 13.     (W)     SCALED    
 EV3222* NAVD 88     -       367.259  (meters)    1204.92   (feet)  ADJUSTED  
 EV3222  ___________________________________________________________________
 EV3222  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV3222  DYNAMIC HT  -         366.847 (meters)    1203.56  (feet)  COMP
 EV3222  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 EV3222  OBS GRAVITY -     979,502.2   (mgal)                       GRAV_OBS
 EV3222
 EV3222  VERT ORDER  -  FIRST     CLASS I
 EV3222
 EV3222.The horizontal coordinates were scaled from a topographic map and have
 EV3222.an estimated accuracy of +/- 6 seconds.
 EV3222
 EV3222.The orthometric height was determined by differential leveling
 EV3222.and adjusted in June 1991.
 EV3222
 EV3222.The geoid height was determined by GEOID03.
 EV3222
 EV3222.The dynamic height is computed by dividing the NAVD 88
 EV3222.geopotential number by the normal gravity value computed on the
 EV3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3222.degrees latitude (g = 980.6199 gals.).
 EV3222
 EV3222.The modeled gravity was interpolated from observed gravity values.
 EV3222.The observed gravity was obtained from relative gravimeter ties
 EV3222.to the IGSN71 gravity network.
 EV3222
 EV3222;                    North         East    Units  Estimated Accuracy
 EV3222;SPC CA 5     -   566,370.    2,058,110.      MT  (+/- 180 meters Scaled)
 EV3222
 EV3222                          SUPERSEDED SURVEY CONTROL
 EV3222
 EV3222  NGVD 29 (??/??/92)  366.467  (m)         1202.32   (f) ADJ UNCH    1 1
 EV3222
 EV3222.Superseded values are not recommended for survey control.
 EV3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3222.See file dsdata.txt to determine how the superseded data were derived.
 EV3222
 EV3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT658729(NAD 83)
 EV3222_MARKER: DB = BENCH MARK DISK
 EV3222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV3222_SP_SET: CURB
 EV3222_STAMPING: 700 5 RESET 1973
 EV3222_MARK LOGO: CA-071
 EV3222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3222
 EV3222  HISTORY     - Date     Condition        Report By
 EV3222  HISTORY     - UNK      MONUMENTED       CA-071
 EV3222  HISTORY     - 1978     GOOD             NGS
 EV3222  HISTORY     - 1988     GOOD             NGS
 EV3222
 EV3222                          STATION DESCRIPTION
 EV3222
 EV3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3222'RIALTO.
 EV3222'AT RIALTO AT THE CROSSING OF ATCHISON TOPEKA AND SANTA FE RAILWAY AND
 EV3222'RIVERSIDE AVENUE, IN TOP THE WEST CURB OF RIVERSIDE AVENUE, 102 FT.
 EV3222'NORTH THE NORTH RAIL MAIN TRACK, 39 FT. WEST THE CENTER LINE SOUTHBOUN
 EV3222'LANE, 1 FT. NORTH OF THE NORTHWEST CORNER CATCH BASIN.
 EV3222
 EV3222                          STATION RECOVERY (1988)
 EV3222
 EV3222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV3222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3223 ***********************************************************************
 EV3223  DESIGNATION -  700 6 RESET
 EV3223  PID         -  EV3223
 EV3223  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3223  USGS QUAD   -  FONTANA (1980)
 EV3223
 EV3223                         *CURRENT SURVEY CONTROL
 EV3223  ___________________________________________________________________
 EV3223* NAD 83(1986)-  34 05 48.     (N)    117 22 45.     (W)     SCALED    
 EV3223* NAVD 88     -       369.827  (meters)    1213.34   (feet)  ADJUSTED  
 EV3223  ___________________________________________________________________
 EV3223  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV3223  DYNAMIC HT  -         369.412 (meters)    1211.98  (feet)  COMP
 EV3223  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 EV3223
 EV3223  VERT ORDER  -  FIRST     CLASS I
 EV3223
 EV3223.The horizontal coordinates were scaled from a topographic map and have
 EV3223.an estimated accuracy of +/- 6 seconds.
 EV3223
 EV3223.The orthometric height was determined by differential leveling
 EV3223.and adjusted in June 1991.
 EV3223.WARNING-Repeat measurements at this control monument indicate possible
 EV3223.vertical movement.
 EV3223
 EV3223.The geoid height was determined by GEOID03.
 EV3223
 EV3223.The dynamic height is computed by dividing the NAVD 88
 EV3223.geopotential number by the normal gravity value computed on the
 EV3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3223.degrees latitude (g = 980.6199 gals.).
 EV3223
 EV3223.The modeled gravity was interpolated from observed gravity values.
 EV3223
 EV3223;                    North         East    Units  Estimated Accuracy
 EV3223;SPC CA 5     -   566,360.    2,057,290.      MT  (+/- 180 meters Scaled)
 EV3223
 EV3223                          SUPERSEDED SURVEY CONTROL
 EV3223
 EV3223  NGVD 29 (??/??/92)  369.043  (m)         1210.77   (f) ADJ UNCH    1 1
 EV3223
 EV3223.Superseded values are not recommended for survey control.
 EV3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3223.See file dsdata.txt to determine how the superseded data were derived.
 EV3223
 EV3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT650729(NAD 83)
 EV3223_MARKER: DB = BENCH MARK DISK
 EV3223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV3223_SP_SET: CATCH BASIN
 EV3223_STAMPING: 700-6 RESET 1973
 EV3223_MARK LOGO: CA-071
 EV3223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3223
 EV3223  HISTORY     - Date     Condition        Report By
 EV3223  HISTORY     - UNK      MONUMENTED       CA-071
 EV3223  HISTORY     - 1978     GOOD             NGS
 EV3223  HISTORY     - 1988     GOOD             NGS
 EV3223
 EV3223                          STATION DESCRIPTION
 EV3223
 EV3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3223'0.5 MI WEST FROM RIALTO.
 EV3223'0.5 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY AT THE
 EV3223'CROSSING OF LILAC AVEN,UE IN TOP THE SOUTHWEST CORNER OF CATCH BASIN
 EV3223'33 FT. NORTH OF NORTH RAIL, 18 FT. EAST THE CENTER LINE LILAC AVENUE.
 EV3223
 EV3223                          STATION RECOVERY (1988)
 EV3223
 EV3223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV3223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1241 ***********************************************************************
 EV1241  DESIGNATION -  700 8
 EV1241  PID         -  EV1241
 EV1241  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1241  USGS QUAD   -  FONTANA (1980)
 EV1241
 EV1241                         *CURRENT SURVEY CONTROL
 EV1241  ___________________________________________________________________
 EV1241* NAD 83(1986)-  34 05 46.     (N)    117 23 46.     (W)     SCALED    
 EV1241* NAVD 88     -       377.832  (meters)    1239.60   (feet)  READJUSTED
 EV1241  ___________________________________________________________________
 EV1241  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV1241  DYNAMIC HT  -         377.410 (meters)    1238.22  (feet)  COMP
 EV1241  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 EV1241
 EV1241  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1241
 EV1241.The horizontal coordinates were scaled from a topographic map and have
 EV1241.an estimated accuracy of +/- 6 seconds.
 EV1241
 EV1241.The orthometric height was determined by differential leveling
 EV1241.and adjusted in February 1993.
 EV1241.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1241.distribution rate of 0.0 thru 1.0 mm/km.
 EV1241.The height was derived from older observations constrained to new
 EV1241.heights in a crustal motion area.  The height is approximate in
 EV1241.relation to other heights in its vicinity.
 EV1241
 EV1241.The geoid height was determined by GEOID03.
 EV1241
 EV1241.The dynamic height is computed by dividing the NAVD 88
 EV1241.geopotential number by the normal gravity value computed on the
 EV1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1241.degrees latitude (g = 980.6199 gals.).
 EV1241
 EV1241.The modeled gravity was interpolated from observed gravity values.
 EV1241
 EV1241;                    North         East    Units  Estimated Accuracy
 EV1241;SPC CA 5     -   566,290.    2,055,730.      MT  (+/- 180 meters Scaled)
 EV1241
 EV1241                          SUPERSEDED SURVEY CONTROL
 EV1241
 EV1241  NGVD 29 (??/??/92)  377.043  (m)         1237.02   (f) ADJ UNCH    1 1
 EV1241
 EV1241.Superseded values are not recommended for survey control.
 EV1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1241.See file dsdata.txt to determine how the superseded data were derived.
 EV1241
 EV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT634728(NAD 83)
 EV1241_MARKER: DD = SURVEY DISK
 EV1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1241_SP_SET: CURB
 EV1241_STAMPING: 700-8 1968
 EV1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1241
 EV1241  HISTORY     - Date     Condition        Report By
 EV1241  HISTORY     - 1968     MONUMENTED       CA-071
 EV1241  HISTORY     - 1978     GOOD             NGS
 EV1241  HISTORY     - 1988     MARK NOT FOUND   NGS
 EV1241
 EV1241                          STATION DESCRIPTION
 EV1241
 EV1241'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1241'1.5 MI W FROM RIALTO.
 EV1241'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1241'FROM THE SIDING SIGN AT RIALTO, SET BRASS DISK IN TOP 30 BY 30
 EV1241'INCH CONCRETE BASE FOR SIGNAL LIGHTS FOR RAILROAD CROSSING
 EV1241'STANDARD AT THE NORTHEAST CORNER OF BASE, STANDARD SET IN ASPHALT
 EV1241'ISLAND WITH CONCRETE CURB, 9.8 FEET SOUTH OF SOUTH RAIL AND AT
 EV1241'CENTER LINE OF CEDAR AVE., CROSSING NO. 286.4 AND 0.4 ABOVE TRACKS
 EV1241
 EV1241                          STATION RECOVERY (1978)
 EV1241
 EV1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1241'RECOVERED IN GOOD CONDITION.
 EV1241
 EV1241                          STATION RECOVERY (1988)
 EV1241
 EV1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1241'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1240 ***********************************************************************
 EV1240  DESIGNATION -  700 9
 EV1240  PID         -  EV1240
 EV1240  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1240  USGS QUAD   -  FONTANA (1980)
 EV1240
 EV1240                         *CURRENT SURVEY CONTROL
 EV1240  ___________________________________________________________________
 EV1240* NAD 83(1986)-  34 05 46.     (N)    117 24 18.     (W)     SCALED    
 EV1240* NAVD 88     -       379.476  (meters)    1245.00   (feet)  ADJUSTED  
 EV1240  ___________________________________________________________________
 EV1240  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EV1240  DYNAMIC HT  -         379.051 (meters)    1243.60  (feet)  COMP
 EV1240  MODELED GRAV-     979,506.6   (mgal)                       NAVD 88
 EV1240
 EV1240  VERT ORDER  -  FIRST     CLASS I
 EV1240
 EV1240.The horizontal coordinates were scaled from a topographic map and have
 EV1240.an estimated accuracy of +/- 6 seconds.
 EV1240
 EV1240.The orthometric height was determined by differential leveling
 EV1240.and adjusted in June 1991.
 EV1240
 EV1240.The geoid height was determined by GEOID03.
 EV1240
 EV1240.The dynamic height is computed by dividing the NAVD 88
 EV1240.geopotential number by the normal gravity value computed on the
 EV1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1240.degrees latitude (g = 980.6199 gals.).
 EV1240
 EV1240.The modeled gravity was interpolated from observed gravity values.
 EV1240
 EV1240;                    North         East    Units  Estimated Accuracy
 EV1240;SPC CA 5     -   566,290.    2,054,910.      MT  (+/- 180 meters Scaled)
 EV1240
 EV1240                          SUPERSEDED SURVEY CONTROL
 EV1240
 EV1240  NGVD 29 (??/??/92)  378.688  (m)         1242.41   (f) ADJ UNCH    1 1
 EV1240
 EV1240.Superseded values are not recommended for survey control.
 EV1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1240.See file dsdata.txt to determine how the superseded data were derived.
 EV1240
 EV1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT626728(NAD 83)
 EV1240_MARKER: DB = BENCH MARK DISK
 EV1240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EV1240_SP_SET: CURB
 EV1240_STAMPING: 700-9-1968
 EV1240_MARK LOGO: CA-071
 EV1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1240
 EV1240  HISTORY     - Date     Condition        Report By
 EV1240  HISTORY     - 1968     MONUMENTED       CA-071
 EV1240  HISTORY     - 1978     GOOD             NGS
 EV1240  HISTORY     - 1988     GOOD             NGS
 EV1240
 EV1240                          STATION DESCRIPTION
 EV1240
 EV1240'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1240'2 MI W FROM RIALTO.
 EV1240'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1240'FROM THE SIDING SIGN AT RIALTO, SET BRASS DISK IN TOP CURB WEST
 EV1240'SIDE MAPLE AVE., 63.4 FEET NORTH OF NORTH RAIL, 7 FEET NORTH
 EV1240'OF NORTH SIDE FLOOD CHANNEL, 118.3 FEET SOUTH CENTERLINE ORANGE
 EV1240'WAY AND 2.7 FEET BELOW TRACKS.
 EV1240
 EV1240                          STATION RECOVERY (1978)
 EV1240
 EV1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1240'NOTE--MAPLE IS NOT A THROUGH STREET.
 EV1240
 EV1240                          STATION RECOVERY (1988)
 EV1240
 EV1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2997 ***********************************************************************
 EV2997  DESIGNATION -  701 1
 EV2997  PID         -  EV2997
 EV2997  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2997  USGS QUAD   -  GUASTI (1981)
 EV2997
 EV2997                         *CURRENT SURVEY CONTROL
 EV2997  ___________________________________________________________________
 EV2997* NAD 83(1986)-  34 01 13.     (N)    117 31 56.     (W)     SCALED    
 EV2997* NAVD 88     -       243.73   (+/-2cm)     799.6    (feet)  VERTCON   
 EV2997  ___________________________________________________________________
 EV2997  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EV2997  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2997
 EV2997.The horizontal coordinates were scaled from a topographic map and have
 EV2997.an estimated accuracy of +/- 6 seconds.
 EV2997
 EV2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2997.The vertical order pertains to the NGVD 29 superseded value.
 EV2997
 EV2997.The geoid height was determined by GEOID03.
 EV2997
 EV2997;                    North         East    Units  Estimated Accuracy
 EV2997;SPC CA 5     -   557,810.    2,043,210.      MT  (+/- 180 meters Scaled)
 EV2997
 EV2997                          SUPERSEDED SURVEY CONTROL
 EV2997
 EV2997  NGVD 29 (??/??/92)  242.987  (m)          797.20   (f) ADJ UNCH    1 1
 EV2997
 EV2997.Superseded values are not recommended for survey control.
 EV2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2997.See file dsdata.txt to determine how the superseded data were derived.
 EV2997
 EV2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT508645(NAD 83)
 EV2997_MARKER: Z = SEE DESCRIPTION
 EV2997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2997_SP_SET: CULVERT
 EV2997_STAMPING: BM
 EV2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2997
 EV2997  HISTORY     - Date     Condition        Report By
 EV2997  HISTORY     - UNK      MONUMENTED       CA-071
 EV2997  HISTORY     - 1969     GOOD             CA-071
 EV2997
 EV2997                          STATION DESCRIPTION
 EV2997
 EV2997'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV2997'7.3 MI SE FROM ONTARIO.
 EV2997'7.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 EV2997'THE ONTARIO STATION, 2 POLES EAST OF MILE POST 45, SET DRIVE
 EV2997'PIN WITH SURVEYOR TAG, STAMPED B.M., IN CONCRETE ABUTMENT OF
 EV2997'CONCRETE CULVERT.  (SOUTH END OF CULVERT DATED 1916), 15 1/2
 EV2997'FEET NORTH OF CENTERLINE OF 2ND SWITCH TRACKS NORTH OF MAINLINE,
 EV2997'5 FEET SOUTH OF EUCALYPTUS ROW, APPROX. 90 FEET NORTH OF AND
 EV2997'20 FEET EAST OF TELEGRAPH POLE E4F AND 4 FEET BELOW MAIN LINE
 EV2997'TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2998 ***********************************************************************
 EV2998  DESIGNATION -  701 1 RESET
 EV2998  PID         -  EV2998
 EV2998  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2998  USGS QUAD   -  GUASTI (1981)
 EV2998
 EV2998                         *CURRENT SURVEY CONTROL
 EV2998  ___________________________________________________________________
 EV2998* NAD 83(1986)-  34 01 13.     (N)    117 31 56.     (W)     SCALED    
 EV2998* NAVD 88     -       243.75   (+/-2cm)     799.7    (feet)  VERTCON   
 EV2998  ___________________________________________________________________
 EV2998  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EV2998  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2998
 EV2998.The horizontal coordinates were scaled from a topographic map and have
 EV2998.an estimated accuracy of +/- 6 seconds.
 EV2998
 EV2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2998.The vertical order pertains to the NGVD 29 superseded value.
 EV2998
 EV2998.The geoid height was determined by GEOID03.
 EV2998
 EV2998;                    North         East    Units  Estimated Accuracy
 EV2998;SPC CA 5     -   557,810.    2,043,210.      MT  (+/- 180 meters Scaled)
 EV2998
 EV2998                          SUPERSEDED SURVEY CONTROL
 EV2998
 EV2998  NGVD 29 (??/??/92)  243.004  (m)          797.26   (f) ADJ UNCH    1 1
 EV2998
 EV2998.Superseded values are not recommended for survey control.
 EV2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2998.See file dsdata.txt to determine how the superseded data were derived.
 EV2998
 EV2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT508645(NAD 83)
 EV2998_MARKER: DD = SURVEY DISK
 EV2998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2998_SP_SET: CULVERT
 EV2998_STAMPING: 701-1 RESET 1974
 EV2998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2998
 EV2998  HISTORY     - Date     Condition        Report By
 EV2998  HISTORY     - 1974     MONUMENTED       CA-071
 EV2998
 EV2998                          STATION DESCRIPTION
 EV2998
 EV2998'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV2998'7.3 MI. SE FROM ONTARIO.
 EV2998'7.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM ONTARIO STA-
 EV2998'TION 2 POLES SOUTHEASTERLY OF MILE POST NO45, A BRASS DISK SET IN TOP
 EV2998'WING WALL OF CONCRETE CULVERT (THE SOUTH END OF THE CULVERT ON THE
 EV2998'SOUTH SIDE OF THE TRACKS IS DATED 1916.), 15.5 FT. NORTH OF CENTERLINE
 EV2998'OF 2ND SWITCH TRACKS NORTH OF MAINLINE, 5 FT. SOUTH OF EUCALYPTUS ROW,
 EV2998'ABOUT 90 FEET NORTH AND 20 FT. EAST OF TELEGRAPH POLE NOE4P AND ABOUT
 EV2998'4 FT. BELOW MAIN TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3029 ***********************************************************************
 EV3029  DESIGNATION -  701 10
 EV3029  PID         -  EV3029
 EV3029  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3029  USGS QUAD   -  ONTARIO (1981)
 EV3029
 EV3029                         *CURRENT SURVEY CONTROL
 EV3029  ___________________________________________________________________
 EV3029* NAD 83(1986)-  34 03 34.     (N)    117 40 11.     (W)     SCALED    
 EV3029* NAVD 88     -       300.14   (+/-2cm)     984.7    (feet)  VERTCON   
 EV3029  ___________________________________________________________________
 EV3029  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 EV3029  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3029
 EV3029.The horizontal coordinates were scaled from a topographic map and have
 EV3029.an estimated accuracy of +/- 6 seconds.
 EV3029
 EV3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3029.The vertical order pertains to the NGVD 29 superseded value.
 EV3029
 EV3029.The geoid height was determined by GEOID03.
 EV3029
 EV3029;                    North         East    Units  Estimated Accuracy
 EV3029;SPC CA 5     -   562,110.    2,030,490.      MT  (+/- 180 meters Scaled)
 EV3029
 EV3029                          SUPERSEDED SURVEY CONTROL
 EV3029
 EV3029  NGVD 29 (??/??/92)  299.381  (m)          982.22   (f) ADJ UNCH    1 1
 EV3029
 EV3029.Superseded values are not recommended for survey control.
 EV3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3029.See file dsdata.txt to determine how the superseded data were derived.
 EV3029
 EV3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381689(NAD 83)
 EV3029_MARKER: DB = BENCH MARK DISK
 EV3029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3029_SP_SET: CULVERT
 EV3029_STAMPING: 701-10 1969
 EV3029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3029
 EV3029  HISTORY     - Date     Condition        Report By
 EV3029  HISTORY     - 1969     MONUMENTED       CA-071
 EV3029
 EV3029                          STATION DESCRIPTION
 EV3029
 EV3029'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3029'1.1 MI W FROM ONTARIO.
 EV3029'1.1 MILE WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE DEPOT
 EV3029'AT ONTARIO, BRASS DISK IN TOP OF CONCRETE END WALL AT ANGLE POINT
 EV3029'WITH WINGWALL AT SOUTHWEST CORNER OF CONCRETE BOX CULVERT DATED
 EV3029'1928, 5.5 FEET SOUTH OF SOUTH RAIL, 1/2 POLE WEST OF MILE POST
 EV3029'519, 144 1/2 FEET WEST OF CENTERLINE OF MOUNTAIN AVENUE AND 1.2
 EV3029'FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3043 ***********************************************************************
 EV3043  DESIGNATION -  701 11
 EV3043  PID         -  EV3043
 EV3043  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3043  USGS QUAD   -  ONTARIO (1981)
 EV3043
 EV3043                         *CURRENT SURVEY CONTROL
 EV3043  ___________________________________________________________________
 EV3043* NAD 83(1986)-  34 03 35.     (N)    117 40 50.     (W)     SCALED    
 EV3043* NAVD 88     -       296.48   (+/-2cm)     972.7    (feet)  VERTCON   
 EV3043  ___________________________________________________________________
 EV3043  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EV3043  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3043
 EV3043.The horizontal coordinates were scaled from a topographic map and have
 EV3043.an estimated accuracy of +/- 6 seconds.
 EV3043
 EV3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3043.The vertical order pertains to the NGVD 29 superseded value.
 EV3043
 EV3043.The geoid height was determined by GEOID03.
 EV3043
 EV3043;                    North         East    Units  Estimated Accuracy
 EV3043;SPC CA 5     -   562,140.    2,029,490.      MT  (+/- 180 meters Scaled)
 EV3043
 EV3043                          SUPERSEDED SURVEY CONTROL
 EV3043
 EV3043  NGVD 29 (??/??/92)  295.713  (m)          970.19   (f) ADJ UNCH    1 1
 EV3043
 EV3043.Superseded values are not recommended for survey control.
 EV3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3043.See file dsdata.txt to determine how the superseded data were derived.
 EV3043
 EV3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT371689(NAD 83)
 EV3043_MARKER: S = SPIKE
 EV3043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3043_SP_SET: POWER POLE
 EV3043_STAMPING: BM
 EV3043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3043
 EV3043  HISTORY     - Date     Condition        Report By
 EV3043  HISTORY     - 1968     MONUMENTED       CA-071
 EV3043
 EV3043                          STATION DESCRIPTION
 EV3043
 EV3043'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3043'1.5 MI W FROM ONTARIO.
 EV3043'1.5 MILES WEST OF ONTARIO ALONG SOUTHERN PACIFIC RAILROAD.  SET
 EV3043'R.R. SPIKE IN PP 1637856E, 125 FEET SOUTH OF SOUTH RAIL OF S.P.
 EV3043'TRACKS, 64 FEET EAST OF EXTENDED CENTERLINE OF BENSON AVE. AND
 EV3043'IN APPROX. MIDDLE OF UNION PACIFIC AND SOUTHERN PACIFIC RAILROAD
 EV3043'TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3042 ***********************************************************************
 EV3042  DESIGNATION -  701 11 RESET
 EV3042  PID         -  EV3042
 EV3042  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3042  USGS QUAD   -  ONTARIO (1981)
 EV3042
 EV3042                         *CURRENT SURVEY CONTROL
 EV3042  ___________________________________________________________________
 EV3042* NAD 83(1986)-  34 03 35.     (N)    117 40 50.     (W)     SCALED    
 EV3042* NAVD 88     -       295.17   (+/-2cm)     968.4    (feet)  VERTCON   
 EV3042  ___________________________________________________________________
 EV3042  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EV3042  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3042
 EV3042.The horizontal coordinates were scaled from a topographic map and have
 EV3042.an estimated accuracy of +/- 6 seconds.
 EV3042
 EV3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3042.The vertical order pertains to the NGVD 29 superseded value.
 EV3042
 EV3042.The geoid height was determined by GEOID03.
 EV3042
 EV3042;                    North         East    Units  Estimated Accuracy
 EV3042;SPC CA 5     -   562,140.    2,029,490.      MT  (+/- 180 meters Scaled)
 EV3042
 EV3042                          SUPERSEDED SURVEY CONTROL
 EV3042
 EV3042  NGVD 29 (??/??/92)  294.41   (m)          965.9    (f) COMPUTED    1 1
 EV3042
 EV3042.Superseded values are not recommended for survey control.
 EV3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3042.See file dsdata.txt to determine how the superseded data were derived.
 EV3042
 EV3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT371689(NAD 83)
 EV3042_MARKER: DD = SURVEY DISK
 EV3042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV3042_SP_SET: BRIDGE
 EV3042_STAMPING: 701-11 RESET 1974
 EV3042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV3042
 EV3042  HISTORY     - Date     Condition        Report By
 EV3042  HISTORY     - 1974     MONUMENTED       CA-071
 EV3042
 EV3042                          STATION DESCRIPTION
 EV3042
 EV3042'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV3042'1.5 MI W FROM ONTARIO.
 EV3042'1.5 MILES WEST ALONG UNION PACIFIC RAILROAD FROM UNION PACIFIC DEPOT
 EV3042'AT THE T-JUNCTION OF STATE STREET AND BENSON AVE., A BRASS DISK IN
 EV3042'NORTHEAST CORNER OF HEADWALL OF A CONCRETE BOX BRIDGE FOR A ONRETE
 EV3042'DRAINAGE DITCH, 12 FT. WEST OF CENTERLINE OF BENSON AVE., 27 FT. NORTH
 EV3042'OF CENTERLINE OF STATE ST., 33 FT. SOUTH OF SOUTH RAIL AND 3.5 FT.
 EV3042'BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3044 ***********************************************************************
 EV3044  DESIGNATION -  701 12
 EV3044  PID         -  EV3044
 EV3044  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3044  USGS QUAD   -  ONTARIO (1981)
 EV3044
 EV3044                         *CURRENT SURVEY CONTROL
 EV3044  ___________________________________________________________________
 EV3044* NAD 83(1986)-  34 03 34.     (N)    117 41 21.     (W)     SCALED    
 EV3044* NAVD 88     -       292.52   (+/-2cm)     959.7    (feet)  VERTCON   
 EV3044  ___________________________________________________________________
 EV3044  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EV3044  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3044
 EV3044.The horizontal coordinates were scaled from a topographic map and have
 EV3044.an estimated accuracy of +/- 6 seconds.
 EV3044
 EV3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3044.The vertical order pertains to the NGVD 29 superseded value.
 EV3044
 EV3044.The geoid height was determined by GEOID03.
 EV3044
 EV3044;                    North         East    Units  Estimated Accuracy
 EV3044;SPC CA 5     -   562,100.    2,028,700.      MT  (+/- 180 meters Scaled)
 EV3044
 EV3044                          SUPERSEDED SURVEY CONTROL
 EV3044
 EV3044  NGVD 29 (??/??/92)  291.756  (m)          957.20   (f) ADJ UNCH    1 1
 EV3044
 EV3044.Superseded values are not recommended for survey control.
 EV3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3044.See file dsdata.txt to determine how the superseded data were derived.
 EV3044
 EV3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT364689(NAD 83)
 EV3044_MARKER: DB = BENCH MARK DISK
 EV3044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3044_SP_SET: CURB
 EV3044_STAMPING: 701-12-1969
 EV3044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3044
 EV3044  HISTORY     - Date     Condition        Report By
 EV3044  HISTORY     - 1969     MONUMENTED       CA-071
 EV3044
 EV3044                          STATION DESCRIPTION
 EV3044
 EV3044'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3044'2 MI W FROM ONTARIO.
 EV3044'2.0 MILES WEST ALONG UNION PACIFIC RAILROAD TRACKS, SET BRASS
 EV3044'DISK IN TOP OF CURB ON SOUTH SIDE OF STATE STREET UNDER CENTRAL
 EV3044'AVE. OVERCROSSING, ABOUT 6 FEET EAST OF DOOR AT CENTER OF
 EV3044'OVERCROSSING, 81 FEET SOUTH OF SOUTH RAIL OF UNION PACIFIC TRACKS
 EV3044'121 FEET WEST OF CENTERLINE OF CENTRAL AVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3046 ***********************************************************************
 EV3046  DESIGNATION -  701 13
 EV3046  PID         -  EV3046
 EV3046  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3046  USGS QUAD   -  ONTARIO (1981)
 EV3046
 EV3046                         *CURRENT SURVEY CONTROL
 EV3046  ___________________________________________________________________
 EV3046* NAD 83(1986)-  34 03 34.     (N)    117 42 24.     (W)     SCALED    
 EV3046* NAVD 88     -       283.45   (+/-2cm)     930.0    (feet)  VERTCON   
 EV3046  ___________________________________________________________________
 EV3046  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EV3046  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3046
 EV3046.The horizontal coordinates were scaled from a topographic map and have
 EV3046.an estimated accuracy of +/- 6 seconds.
 EV3046
 EV3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3046.The vertical order pertains to the NGVD 29 superseded value.
 EV3046
 EV3046.The geoid height was determined by GEOID03.
 EV3046
 EV3046;                    North         East    Units  Estimated Accuracy
 EV3046;SPC CA 5     -   562,100.    2,027,080.      MT  (+/- 180 meters Scaled)
 EV3046
 EV3046                          SUPERSEDED SURVEY CONTROL
 EV3046
 EV3046  NGVD 29 (??/??/92)  282.685  (m)          927.44   (f) ADJ UNCH    1 1
 EV3046
 EV3046.Superseded values are not recommended for survey control.
 EV3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3046.See file dsdata.txt to determine how the superseded data were derived.
 EV3046
 EV3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT347689(NAD 83)
 EV3046_MARKER: Z = SEE DESCRIPTION
 EV3046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3046_SP_SET: WALL
 EV3046_STAMPING: BM
 EV3046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3046
 EV3046  HISTORY     - Date     Condition        Report By
 EV3046  HISTORY     - 1968     MONUMENTED       CA-071
 EV3046
 EV3046                          STATION DESCRIPTION
 EV3046
 EV3046'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3046'3 MI W FROM ONTARIO.
 EV3046'3.0 MILES WEST FROM ONTARIO ALONG THE UNION PACIFIC RAILROAD
 EV3046'TRACKS, FEET EAST OF CENTERLINE RAMONA AVE., 34 FEET NORTH OF
 EV3046'CENTERLINE STATE STREET, SET DRIVE WITH COUNTY SURVEYORS TAG
 EV3046'STAMPED B.M. IN TOP NORTH WALL OF DRAINAGE DITCH, 16 1/2 FEET
 EV3046'OF HEAD WALL, 29 FEET SOUTH OF SOUTH RAIL AND 2 1/2 LOWER THAN
 EV3046'TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3047 ***********************************************************************
 EV3047  DESIGNATION -  701 13 RESET
 EV3047  PID         -  EV3047
 EV3047  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3047  USGS QUAD   -  ONTARIO (1981)
 EV3047
 EV3047                         *CURRENT SURVEY CONTROL
 EV3047  ___________________________________________________________________
 EV3047* NAD 83(1986)-  34 03 34.     (N)    117 42 24.     (W)     SCALED    
 EV3047* NAVD 88     -       283.25   (+/-2cm)     929.3    (feet)  VERTCON   
 EV3047  ___________________________________________________________________
 EV3047  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EV3047  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3047
 EV3047.The horizontal coordinates were scaled from a topographic map and have
 EV3047.an estimated accuracy of +/- 6 seconds.
 EV3047
 EV3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3047.The vertical order pertains to the NGVD 29 superseded value.
 EV3047
 EV3047.The geoid height was determined by GEOID03.
 EV3047
 EV3047;                    North         East    Units  Estimated Accuracy
 EV3047;SPC CA 5     -   562,100.    2,027,080.      MT  (+/- 180 meters Scaled)
 EV3047
 EV3047                          SUPERSEDED SURVEY CONTROL
 EV3047
 EV3047  NGVD 29 (??/??/92)  282.48   (m)          926.8    (f) COMPUTED    1 1
 EV3047
 EV3047.Superseded values are not recommended for survey control.
 EV3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3047.See file dsdata.txt to determine how the superseded data were derived.
 EV3047
 EV3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT347689(NAD 83)
 EV3047_MARKER: DD = SURVEY DISK
 EV3047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3047_SP_SET: CULVERT
 EV3047_STAMPING: 701-13 RESET 1974
 EV3047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3047
 EV3047  HISTORY     - Date     Condition        Report By
 EV3047  HISTORY     - 1974     MONUMENTED       CA-071
 EV3047
 EV3047                          STATION DESCRIPTION
 EV3047
 EV3047'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV3047'3.0 MI W FROM ONTARIO.
 EV3047'3.0 MILES WEST ALONG UNION PACIFIC RAIALROAD FROM UNION DEPOT, 59 FT.
 EV3047'EAST OF CENTERLINE OF R MONA AVE., 34 FT. NORTH OF CENTERLINE OF
 EV3047'STATE ST., A BRASS DISK IN TOP OF NORTH WALL OF CONCRETE DRAINAGE
 EV3047'DITCH, 16.5 FT. EAST OF HEADWALL, 29 FT. SOUTH OF SOUTH RAIL AND
 EV3047'2.5 FT. LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2964 ***********************************************************************
 EV2964  DESIGNATION -  701 2
 EV2964  PID         -  EV2964
 EV2964  STATE/COUNTY-  CA/RIVERSIDE
 EV2964  USGS QUAD   -  GUASTI (1981)
 EV2964
 EV2964                         *CURRENT SURVEY CONTROL
 EV2964  ___________________________________________________________________
 EV2964* NAD 83(1986)-  34 01 37.     (N)    117 32 43.     (W)     SCALED    
 EV2964* NAVD 88     -       251.58   (+/-2cm)     825.4    (feet)  VERTCON   
 EV2964  ___________________________________________________________________
 EV2964  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 EV2964  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2964
 EV2964.The horizontal coordinates were scaled from a topographic map and have
 EV2964.an estimated accuracy of +/- 6 seconds.
 EV2964
 EV2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2964.The vertical order pertains to the NGVD 29 superseded value.
 EV2964
 EV2964.The geoid height was determined by GEOID03.
 EV2964
 EV2964;                    North         East    Units  Estimated Accuracy
 EV2964;SPC CA 6     -   707,060.    1,880,370.      MT  (+/- 180 meters Scaled)
 EV2964
 EV2964                          SUPERSEDED SURVEY CONTROL
 EV2964
 EV2964  NGVD 29 (??/??/92)  250.829  (m)          822.93   (f) ADJ UNCH    1 1
 EV2964
 EV2964.Superseded values are not recommended for survey control.
 EV2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2964.See file dsdata.txt to determine how the superseded data were derived.
 EV2964
 EV2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT496652(NAD 83)
 EV2964_MARKER: S = SPIKE
 EV2964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2964_SP_SET: TELEGRAPH POLE
 EV2964_STAMPING: SBCO SURV BM 701-2-1969
 EV2964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2964
 EV2964  HISTORY     - Date     Condition        Report By
 EV2964  HISTORY     - 1969     MONUMENTED       CA-071
 EV2964
 EV2964                          STATION DESCRIPTION
 EV2964
 EV2964'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV2964'6.4 MI SE FROM ONTARIO.
 EV2964'6.45 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV2964'STATION AT ONTARIO SET STAMPED RAILROAD SPIKE IN TELEPHONE
 EV2964'POLE, 3 POLES EAST OF SIGNAL SWITCH BOX 4.2 FEET BELOW THE
 EV2964'TRACKS, 44 FEET SOUTH OF THE SOUTH RAIL, 49 FEET NORTH OF
 EV2964'CENTERLINE OF U.S. HIGHWAY 60 WEST BOUND LANE, 15 FEET NORTH
 EV2964'OF EUCALYPTUS ROW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2963 ***********************************************************************
 EV2963  DESIGNATION -  701 2 RESET
 EV2963  PID         -  EV2963
 EV2963  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2963  USGS QUAD   -  GUASTI (1981)
 EV2963
 EV2963                         *CURRENT SURVEY CONTROL
 EV2963  ___________________________________________________________________
 EV2963* NAD 83(1986)-  34 01 37.     (N)    117 32 42.     (W)     SCALED    
 EV2963* NAVD 88     -       251.26   (+/-2cm)     824.3    (feet)  VERTCON   
 EV2963  ___________________________________________________________________
 EV2963  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 EV2963  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2963
 EV2963.The horizontal coordinates were scaled from a topographic map and have
 EV2963.an estimated accuracy of +/- 6 seconds.
 EV2963
 EV2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2963.The vertical order pertains to the NGVD 29 superseded value.
 EV2963
 EV2963.The geoid height was determined by GEOID03.
 EV2963
 EV2963;                    North         East    Units  Estimated Accuracy
 EV2963;SPC CA 5     -   558,550.    2,042,020.      MT  (+/- 180 meters Scaled)
 EV2963
 EV2963                          SUPERSEDED SURVEY CONTROL
 EV2963
 EV2963  NGVD 29 (??/??/92)  250.511  (m)          821.88   (f) ADJ UNCH    1 1
 EV2963
 EV2963.Superseded values are not recommended for survey control.
 EV2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2963.See file dsdata.txt to determine how the superseded data were derived.
 EV2963
 EV2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT496652(NAD 83)
 EV2963_MARKER: DD = SURVEY DISK
 EV2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2963_SP_SET: CONCRETE POST
 EV2963_STAMPING: 701-2 RESET 1974
 EV2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2963+STABILITY: SURFACE MOTION
 EV2963
 EV2963  HISTORY     - Date     Condition        Report By
 EV2963  HISTORY     - 1974     MONUMENTED       CA-071
 EV2963
 EV2963                          STATION DESCRIPTION
 EV2963
 EV2963'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV2963'6.45 MI SE FROM ONTARIO.
 EV2963'6.45 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE ONTARIO
 EV2963'STATION, 44 FT. SOUTH OF THE SOUTHERLY RAIL, 49 FT. NORTHERLY OF THE
 EV2963'CENTERLINE OF MISSION BLVD., A BRASS DISK SET IN CONCRETE MONUMENT 8
 EV2963'INCHES IN DIAMETER BY 4 FEET LONG, 3 POLES SOUTHEAST OF SIGNAL SWITCH
 EV2963'BOX, 3 FT. EAST OF TELEGRAPH POLE NOF, 3 FT WEST OF A 4-IN BY 4-IN
 EV2963'WHITE WITNESS POST AND ABOUT 5 FT. BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2967 ***********************************************************************
 EV2967  DESIGNATION -  701 3
 EV2967  PID         -  EV2967
 EV2967  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2967  USGS QUAD   -  GUASTI (1981)
 EV2967
 EV2967                         *CURRENT SURVEY CONTROL
 EV2967  ___________________________________________________________________
 EV2967* NAD 83(1986)-  34 01 56.     (N)    117 33 31.     (W)     SCALED    
 EV2967* NAVD 88     -       259.09   (+/-2cm)     850.0    (feet)  VERTCON   
 EV2967  ___________________________________________________________________
 EV2967  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EV2967  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2967
 EV2967.The horizontal coordinates were scaled from a topographic map and have
 EV2967.an estimated accuracy of +/- 6 seconds.
 EV2967
 EV2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2967.The vertical order pertains to the NGVD 29 superseded value.
 EV2967
 EV2967.The geoid height was determined by GEOID03.
 EV2967
 EV2967;                    North         East    Units  Estimated Accuracy
 EV2967;SPC CA 5     -   559,130.    2,040,760.      MT  (+/- 180 meters Scaled)
 EV2967
 EV2967                          SUPERSEDED SURVEY CONTROL
 EV2967
 EV2967  NGVD 29 (??/??/92)  258.343  (m)          847.58   (f) ADJ UNCH    1 1
 EV2967
 EV2967.Superseded values are not recommended for survey control.
 EV2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2967.See file dsdata.txt to determine how the superseded data were derived.
 EV2967
 EV2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT484658(NAD 83)
 EV2967_MARKER: DD = SURVEY DISK
 EV2967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2967_SP_SET: TRAFFIC ISLAND
 EV2967_STAMPING: 701-3-1968
 EV2967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2967
 EV2967  HISTORY     - Date     Condition        Report By
 EV2967  HISTORY     - 1968     MONUMENTED       CA-071
 EV2967  HISTORY     - 19950505 MARK NOT FOUND   USPSQD
 EV2967
 EV2967                          STATION DESCRIPTION
 EV2967
 EV2967'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2967'5.7 MI SE FROM ONTARIO.
 EV2967'5.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV2967'ONTARIO STATION.  SET IN NORTHEAST CORNER OF TRAFFIC ISLAND
 EV2967'AT NORTHWEST CORNER MISSION BLVD. AND MILLIKEN AVE., 46.5 FEET
 EV2967'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 41 FEET
 EV2967'NORTH OF MISSION BLVD., 21.5 FEET WEST OF CENTERLINE OF MILLIKEN
 EV2967'AVE.
 EV2967
 EV2967                          STATION RECOVERY (1995)
 EV2967
 EV2967'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2966 ***********************************************************************
 EV2966  DESIGNATION -  701 3 RESET
 EV2966  PID         -  EV2966
 EV2966  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2966  USGS QUAD   -  GUASTI (1981)
 EV2966
 EV2966                         *CURRENT SURVEY CONTROL
 EV2966  ___________________________________________________________________
 EV2966* NAD 83(1986)-  34 01 56.     (N)    117 33 31.     (W)     SCALED    
 EV2966* NAVD 88     -       259.10   (+/-2cm)     850.1    (feet)  VERTCON   
 EV2966  ___________________________________________________________________
 EV2966  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EV2966  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2966
 EV2966.The horizontal coordinates were scaled from a topographic map and have
 EV2966.an estimated accuracy of +/- 6 seconds.
 EV2966
 EV2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2966.The vertical order pertains to the NGVD 29 superseded value.
 EV2966
 EV2966.Photographs are available for this station.
 EV2966
 EV2966.The geoid height was determined by GEOID03.
 EV2966
 EV2966;                    North         East    Units  Estimated Accuracy
 EV2966;SPC CA 5     -   559,130.    2,040,760.      MT  (+/- 180 meters Scaled)
 EV2966
 EV2966                          SUPERSEDED SURVEY CONTROL
 EV2966
 EV2966  NGVD 29 (??/??/92)  258.348  (m)          847.60   (f) ADJ UNCH    1 1
 EV2966
 EV2966.Superseded values are not recommended for survey control.
 EV2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2966.See file dsdata.txt to determine how the superseded data were derived.
 EV2966
 EV2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT484658(NAD 83)
 EV2966_MARKER: DD = SURVEY DISK
 EV2966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2966_SP_SET: TRAFFIC ISLAND
 EV2966_STAMPING: 701-3 RESET 1974
 EV2966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2966
 EV2966  HISTORY     - Date     Condition        Report By
 EV2966  HISTORY     - 1974     MONUMENTED       CA-071
 EV2966  HISTORY     - 19950505 GOOD             USPSQD
 EV2966  HISTORY     - 20060216 GOOD             JCLS
 EV2966
 EV2966                          STATION DESCRIPTION
 EV2966
 EV2966'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV2966'5.7 MI. SE. FROM ONTARIO.
 EV2966'5.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE ONTARIO
 EV2966'STATION SET BRASS DISK IN NORTHEAST CORNER OF TRAFFIC ISLANF AT THE
 EV2966'NORTHWEST CORNER OF MISSION BLVD. AND MILLIKEN AVE., 49 FT. SOUTH OF
 EV2966'THE SOUTH RAIL OF U.P. TRACKS, 40 FT. NORTH OF CENTERLINE OF WEST
 EV2966'BOUND TRAFFIC ON MISSION BLVD., AND 26 FT. WEST OF CENTERLINE OF MIL-
 EV2966'LIKEN AVE. AND ABOUT 1 FT. HIGHER THAN THE  TRACKS.
 EV2966
 EV2966                          STATION RECOVERY (1995)
 EV2966
 EV2966'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2966'RECOVERED IN GOOD CONDITION.
 EV2966
 EV2966                          STATION RECOVERY (2006)
 EV2966
 EV2966'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 EV2966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2969 ***********************************************************************
 EV2969  DESIGNATION -  701 4
 EV2969  PID         -  EV2969
 EV2969  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2969  USGS QUAD   -  GUASTI (1981)
 EV2969
 EV2969                         *CURRENT SURVEY CONTROL
 EV2969  ___________________________________________________________________
 EV2969* NAD 83(1986)-  34 02 17.     (N)    117 34 32.     (W)     SCALED    
 EV2969* NAVD 88     -       262.57   (+/-2cm)     861.4    (feet)  VERTCON   
 EV2969  ___________________________________________________________________
 EV2969  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 EV2969  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2969
 EV2969.The horizontal coordinates were scaled from a topographic map and have
 EV2969.an estimated accuracy of +/- 6 seconds.
 EV2969
 EV2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2969.The vertical order pertains to the NGVD 29 superseded value.
 EV2969
 EV2969.The geoid height was determined by GEOID03.
 EV2969
 EV2969;                    North         East    Units  Estimated Accuracy
 EV2969;SPC CA 5     -   559,770.    2,039,200.      MT  (+/- 180 meters Scaled)
 EV2969
 EV2969                          SUPERSEDED SURVEY CONTROL
 EV2969
 EV2969  NGVD 29 (??/??/92)  261.821  (m)          858.99   (f) ADJ UNCH    1 1
 EV2969
 EV2969.Superseded values are not recommended for survey control.
 EV2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2969.See file dsdata.txt to determine how the superseded data were derived.
 EV2969
 EV2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT468665(NAD 83)
 EV2969_MARKER: S = SPIKE
 EV2969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2969_SP_SET: TELEGRAPH POLE
 EV2969_STAMPING: SBCO SURV BM 701-4-1969
 EV2969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2969
 EV2969  HISTORY     - Date     Condition        Report By
 EV2969  HISTORY     - 1969     MONUMENTED       CA-071
 EV2969  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 EV2969
 EV2969                          STATION DESCRIPTION
 EV2969
 EV2969'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV2969'4.6 MI SE FROM ONTARIO.
 EV2969'4.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV2969'STATION AT ONTARIO, SET RAILROAD SPIKE IN TELEGRAPH POLE, 35
 EV2969'FEET SOUTH OF THE SOUTH RAIL, 27 FEET NORTH OF THE CENTERLINE
 EV2969'OF THE WEST BOUND LANE OF U.S. HIGHWAY 60, AT CENTERLINE HAVEN
 EV2969'AVE. EXTENDED NORTH AND 1 1/2 FEET BELOW TRACKS.
 EV2969
 EV2969                          STATION RECOVERY (1995)
 EV2969
 EV2969'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2968 ***********************************************************************
 EV2968  DESIGNATION -  701 4 RESET
 EV2968  PID         -  EV2968
 EV2968  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2968  USGS QUAD   -  GUASTI (1981)
 EV2968
 EV2968                         *CURRENT SURVEY CONTROL
 EV2968  ___________________________________________________________________
 EV2968* NAD 83(1986)-  34 02 17.     (N)    117 34 32.     (W)     SCALED    
 EV2968* NAVD 88     -       262.47   (+/-2cm)     861.1    (feet)  VERTCON   
 EV2968  ___________________________________________________________________
 EV2968  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 EV2968  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2968
 EV2968.The horizontal coordinates were scaled from a topographic map and have
 EV2968.an estimated accuracy of +/- 6 seconds.
 EV2968
 EV2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2968.The vertical order pertains to the NGVD 29 superseded value.
 EV2968
 EV2968.The geoid height was determined by GEOID03.
 EV2968
 EV2968;                    North         East    Units  Estimated Accuracy
 EV2968;SPC CA 5     -   559,770.    2,039,200.      MT  (+/- 180 meters Scaled)
 EV2968
 EV2968                          SUPERSEDED SURVEY CONTROL
 EV2968
 EV2968  NGVD 29 (??/??/92)  261.717  (m)          858.65   (f) ADJ UNCH    1 1
 EV2968
 EV2968.Superseded values are not recommended for survey control.
 EV2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2968.See file dsdata.txt to determine how the superseded data were derived.
 EV2968
 EV2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT468665(NAD 83)
 EV2968_MARKER: DD = SURVEY DISK
 EV2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2968_SP_SET: CONCRETE POST
 EV2968_STAMPING: 701-4 RESET 1974
 EV2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2968+STABILITY: SURFACE MOTION
 EV2968
 EV2968  HISTORY     - Date     Condition        Report By
 EV2968  HISTORY     - 1974     MONUMENTED       CA-071
 EV2968  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 EV2968
 EV2968                          STATION DESCRIPTION
 EV2968
 EV2968'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV2968'4.6 MI. SE FROM ONTARIO.
 EV2968'4.6 MILES SOUTHEAST ALONG UNION PACIFIC RAILROAD FROM ONTARIO STATION
 EV2968'AT CENTERLINE OF HAVEN AVE. EXTENDED NORTH, 33 FT. SOUTHOT THE SOUTH
 EV2968'RAIL, 29 FT. NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF MISSION
 EV2968'BLVD., 2.2 FT. NORTH OF TELEGRAPH POLE, A BRASS DISK IN THE TOP OF AN
 EV2968'8-INCH DIAMTER CYLINDER 4 FT. LONG FILLED WITH CONCRETE AT THE CENTER-
 EV2968'LINE OF HAVEN AVE. EXTENDED NORTH, 3 FT. SOUTH OF A 4-IN. BY 4-IN.
 EV2968'WHITE WITNESS POST AND 2 FEET BELWO TRACKS.
 EV2968
 EV2968                          STATION RECOVERY (1995)
 EV2968
 EV2968'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2971 ***********************************************************************
 EV2971  DESIGNATION -  701 5
 EV2971  PID         -  EV2971
 EV2971  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2971  USGS QUAD   -  GUASTI (1981)
 EV2971
 EV2971                         *CURRENT SURVEY CONTROL
 EV2971  ___________________________________________________________________
 EV2971* NAD 83(1986)-  34 02 40.     (N)    117 35 36.     (W)     SCALED    
 EV2971* NAVD 88     -       267.91   (+/-2cm)     879.0    (feet)  VERTCON   
 EV2971  ___________________________________________________________________
 EV2971  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 EV2971  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2971
 EV2971.The horizontal coordinates were scaled from a topographic map and have
 EV2971.an estimated accuracy of +/- 6 seconds.
 EV2971
 EV2971.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2971.The vertical order pertains to the NGVD 29 superseded value.
 EV2971
 EV2971.The geoid height was determined by GEOID03.
 EV2971
 EV2971;                    North         East    Units  Estimated Accuracy
 EV2971;SPC CA 5     -   560,470.    2,037,550.      MT  (+/- 180 meters Scaled)
 EV2971
 EV2971                          SUPERSEDED SURVEY CONTROL
 EV2971
 EV2971  NGVD 29 (??/??/92)  267.163  (m)          876.52   (f) ADJ UNCH    1 1
 EV2971
 EV2971.Superseded values are not recommended for survey control.
 EV2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2971.See file dsdata.txt to determine how the superseded data were derived.
 EV2971
 EV2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT452672(NAD 83)
 EV2971_MARKER: Z = SEE DESCRIPTION
 EV2971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2971_SP_SET: CONCRETE BASE
 EV2971_STAMPING: BM
 EV2971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2971
 EV2971  HISTORY     - Date     Condition        Report By
 EV2971  HISTORY     - UNK      MONUMENTED       CA-071
 EV2971  HISTORY     - 1969     GOOD             CA-071
 EV2971  HISTORY     - 19950505 MARK NOT FOUND   USPSQD
 EV2971
 EV2971                          STATION DESCRIPTION
 EV2971
 EV2971'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV2971'3.6 MI SE FROM ONTARIO.
 EV2971'3.35 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 EV2971'STATION AT ONTARIO, SET DRIVE PIN WITH COUNTY SURVEYOR BRASS
 EV2971'TAG STAMPED B.M. IN TOP OF THE NORTH SIDE OF A 4 FOOT DIAMETER
 EV2971'CONCRETE BASE FOR HIGHWAY SIGNAL AT THE NORTHEAST CORNER OF
 EV2971'ARCHIBALD AVE. AND U.S. HIGHWAY 60, 29 FEET EAST OF CENTERLINE
 EV2971'OF ARCHIBALD AVE., 42 FEET NORTH OF THE CENTERLINE WEST BOUND
 EV2971'LANES U.S. HIGHWAY 60, 40 FEET SOUTH OF SOUTH RAIL OF UNION
 EV2971'PACIFIC TRACKS AND 2 1/2 FEET BELOW TRACKS.
 EV2971
 EV2971                          STATION RECOVERY (1995)
 EV2971
 EV2971'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2970 ***********************************************************************
 EV2970  DESIGNATION -  701 5 RESET
 EV2970  PID         -  EV2970
 EV2970  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2970  USGS QUAD   -  GUASTI (1981)
 EV2970
 EV2970                         *CURRENT SURVEY CONTROL
 EV2970  ___________________________________________________________________
 EV2970* NAD 83(1986)-  34 02 40.     (N)    117 35 36.     (W)     SCALED    
 EV2970* NAVD 88     -       267.94   (+/-2cm)     879.1    (feet)  VERTCON   
 EV2970  ___________________________________________________________________
 EV2970  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 EV2970  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2970
 EV2970.The horizontal coordinates were scaled from a topographic map and have
 EV2970.an estimated accuracy of +/- 6 seconds.
 EV2970
 EV2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2970.The vertical order pertains to the NGVD 29 superseded value.
 EV2970
 EV2970.The geoid height was determined by GEOID03.
 EV2970
 EV2970;                    North         East    Units  Estimated Accuracy
 EV2970;SPC CA 5     -   560,470.    2,037,550.      MT  (+/- 180 meters Scaled)
 EV2970
 EV2970                          SUPERSEDED SURVEY CONTROL
 EV2970
 EV2970  NGVD 29 (??/??/92)  267.186  (m)          876.59   (f) ADJ UNCH    1 1
 EV2970
 EV2970.Superseded values are not recommended for survey control.
 EV2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2970.See file dsdata.txt to determine how the superseded data were derived.
 EV2970
 EV2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT452672(NAD 83)
 EV2970_MARKER: DD = SURVEY DISK
 EV2970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2970_SP_SET: SIGNAL BASE
 EV2970_STAMPING: 701-5 RESET 1974
 EV2970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2970+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 EV2970
 EV2970  HISTORY     - Date     Condition        Report By
 EV2970  HISTORY     - 1974     MONUMENTED       CA-071
 EV2970  HISTORY     - 19950505 GOOD             USPSQD
 EV2970  HISTORY     - 20050214 GOOD             GEOCAC
 EV2970
 EV2970                          STATION DESCRIPTION
 EV2970
 EV2970'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV2970'3.53 MI. SE FROM ONTARIO.
 EV2970'3.53 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 EV2970'AT ONTARIO, A BRASS DISK IN TOP OF NORTH SIDE OF A 4-FT. DIAMETER
 EV2970'CONCRETE BASE FOR A HIGHWAY SIGNAL AT THE NORTHEAST CORNER OF ARCHI-
 EV2970'BALD AVE. AND MISSION BLVD., 29 FT. EAST OF CENTERLINE OF ARCHIBALD
 EV2970'AVE., 42 FT. NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF MIS-
 EV2970'SION BLVD., 40 FT. SOUTH OF SOUTH RAIL OF UNION PACIFIC TRACKS AND
 EV2970'2.5 FT. BELOW TRACKS.
 EV2970
 EV2970                          STATION RECOVERY (1995)
 EV2970
 EV2970'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2970'RECOVERED IN GOOD CONDITION.
 EV2970
 EV2970                          STATION RECOVERY (2005)
 EV2970
 EV2970'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EV2970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2977 ***********************************************************************
 EV2977  DESIGNATION -  701 6
 EV2977  PID         -  EV2977
 EV2977  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2977  USGS QUAD   -  GUASTI (1981)
 EV2977
 EV2977                         *CURRENT SURVEY CONTROL
 EV2977  ___________________________________________________________________
 EV2977* NAD 83(1986)-  34 02 58.     (N)    117 36 32.     (W)     SCALED    
 EV2977* NAVD 88     -       276.98   (+/-2cm)     908.7    (feet)  VERTCON   
 EV2977  ___________________________________________________________________
 EV2977  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 EV2977  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2977
 EV2977.The horizontal coordinates were scaled from a topographic map and have
 EV2977.an estimated accuracy of +/- 6 seconds.
 EV2977
 EV2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2977.The vertical order pertains to the NGVD 29 superseded value.
 EV2977
 EV2977.The geoid height was determined by GEOID03.
 EV2977
 EV2977;                    North         East    Units  Estimated Accuracy
 EV2977;SPC CA 5     -   561,020.    2,036,110.      MT  (+/- 180 meters Scaled)
 EV2977
 EV2977                          SUPERSEDED SURVEY CONTROL
 EV2977
 EV2977  NGVD 29 (??/??/92)  276.226  (m)          906.25   (f) ADJ UNCH    1 1
 EV2977
 EV2977.Superseded values are not recommended for survey control.
 EV2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2977.See file dsdata.txt to determine how the superseded data were derived.
 EV2977
 EV2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT438678(NAD 83)
 EV2977_MARKER: Z = SEE DESCRIPTION
 EV2977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2977_SP_SET: CONCRETE BASE
 EV2977_STAMPING: BM
 EV2977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2977
 EV2977  HISTORY     - Date     Condition        Report By
 EV2977  HISTORY     - UNK      MONUMENTED       CA-071
 EV2977  HISTORY     - 1969     GOOD             CA-071
 EV2977
 EV2977                          STATION DESCRIPTION
 EV2977
 EV2977'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV2977'2.4 MI ESE FROM ONTARIO.
 EV2977'2.4 MILES EAST-SOUTHEAST ALONG THE UNION PACIFIC RAILWAY, STATION
 EV2977'AT ONTARIO, SET DRIVE PIN WITH COUNTY SURVEYOR BRASS TAG STAMPED
 EV2977'B.M. IN TOP OF A 4 FOOT DIAMETER CONCRETE BASE FOR A HIGHWAY
 EV2977'SIGNAL AT NORTHEAST CORNER OF VINEYARD AVE. AND U.S. HIGHWAY 60,
 EV2977'45 FEET EAST OF CENTERLINE OF VINEYARD, 35 FEET NORTH OF CENTERLINE
 EV2977'WEST BOUND LANES U.S. WHWY. 60, 47 FEET SOUTH OF SOUTH RAIL OF THE
 EV2977'UNION PACIFIC TRACKS AND 3 FEET BELOW THE TRACKS, 5 POLES EAST
 EV2977'OF MILE POST 45.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2978 ***********************************************************************
 EV2978  DESIGNATION -  701 6 RESET
 EV2978  PID         -  EV2978
 EV2978  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2978  USGS QUAD   -  GUASTI (1981)
 EV2978
 EV2978                         *CURRENT SURVEY CONTROL
 EV2978  ___________________________________________________________________
 EV2978* NAD 83(1986)-  34 02 59.     (N)    117 36 32.     (W)     SCALED    
 EV2978* NAVD 88     -       276.98   (+/-2cm)     908.7    (feet)  VERTCON   
 EV2978  ___________________________________________________________________
 EV2978  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 EV2978  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2978
 EV2978.The horizontal coordinates were scaled from a topographic map and have
 EV2978.an estimated accuracy of +/- 6 seconds.
 EV2978
 EV2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2978.The vertical order pertains to the NGVD 29 superseded value.
 EV2978
 EV2978.The geoid height was determined by GEOID03.
 EV2978
 EV2978;                    North         East    Units  Estimated Accuracy
 EV2978;SPC CA 5     -   561,050.    2,036,110.      MT  (+/- 180 meters Scaled)
 EV2978
 EV2978                          SUPERSEDED SURVEY CONTROL
 EV2978
 EV2978  NGVD 29 (??/??/92)  276.23   (m)          906.3    (f) COMPUTED    1 1
 EV2978
 EV2978.Superseded values are not recommended for survey control.
 EV2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2978.See file dsdata.txt to determine how the superseded data were derived.
 EV2978
 EV2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT438678(NAD 83)
 EV2978_MARKER: DD = SURVEY DISK
 EV2978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2978_SP_SET: SIGNAL BASE
 EV2978_STAMPING: 701-6 RESET 1974
 EV2978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2978
 EV2978  HISTORY     - Date     Condition        Report By
 EV2978  HISTORY     - 1974     MONUMENTED       CA-071
 EV2978  HISTORY     - 19950512 GOOD             USPSQD
 EV2978
 EV2978                          STATION DESCRIPTION
 EV2978
 EV2978'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV2978'2.4 MI. SE FROM ONTARIO.
 EV2978'2.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM STATION AT
 EV2978'ONTARIO, A BRASS DISK IN TOP OF A 4-FT. DIAMETER CONCRETE BASE FOR
 EV2978'A HIGHWAY SIGNAL AT THE NORTHEAST CORNER OF VINEYARD AVE. AND MISSION
 EV2978'BLVD., 45 FT. EAST OF CENTERLINE OF VINEYARD AVE., 35 FT. NORTH OF
 EV2978'CENTERLINE OF WEST BOUND LANES OF MISSION BLVD., 47 FT. SOUTH OF SOUTH
 EV2978'RAIL OF THE UNION PACIFIC TRACKS AND 3 FT. BELOW THE TRACKS, 5  POLES
 EV2978'EASTERLY OF MILE POST 40.
 EV2978
 EV2978                          STATION RECOVERY (1995)
 EV2978
 EV2978'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2984 ***********************************************************************
 EV2984  DESIGNATION -  701 7
 EV2984  PID         -  EV2984
 EV2984  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2984  USGS QUAD   -  GUASTI (1981)
 EV2984
 EV2984                         *CURRENT SURVEY CONTROL
 EV2984  ___________________________________________________________________
 EV2984* NAD 83(1986)-  34 03 17.     (N)    117 37 28.     (W)     SCALED    
 EV2984* NAVD 88     -       285.05   (+/-2cm)     935.2    (feet)  VERTCON   
 EV2984  ___________________________________________________________________
 EV2984  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 EV2984  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2984
 EV2984.The horizontal coordinates were scaled from a topographic map and have
 EV2984.an estimated accuracy of +/- 6 seconds.
 EV2984
 EV2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2984.The vertical order pertains to the NGVD 29 superseded value.
 EV2984
 EV2984.The geoid height was determined by GEOID03.
 EV2984
 EV2984;                    North         East    Units  Estimated Accuracy
 EV2984;SPC CA 5     -   561,600.    2,034,670.      MT  (+/- 180 meters Scaled)
 EV2984
 EV2984                          SUPERSEDED SURVEY CONTROL
 EV2984
 EV2984  NGVD 29 (??/??/92)  284.287  (m)          932.70   (f) ADJ UNCH    1 1
 EV2984
 EV2984.Superseded values are not recommended for survey control.
 EV2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2984.See file dsdata.txt to determine how the superseded data were derived.
 EV2984
 EV2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT423683(NAD 83)
 EV2984_MARKER: Z = SEE DESCRIPTION
 EV2984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2984_SP_SET: DRIVE PIN
 EV2984_STAMPING: BM
 EV2984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2984
 EV2984  HISTORY     - Date     Condition        Report By
 EV2984  HISTORY     - UNK      MONUMENTED       CA-071
 EV2984  HISTORY     - 1969     GOOD             CA-071
 EV2984  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 EV2984
 EV2984                          STATION DESCRIPTION
 EV2984
 EV2984'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV2984'1.5 MI ESE FROM ONTARIO.
 EV2984'1.53 MILES EAST-SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 EV2984'THE STATION AT ONTARIO, SET DRIVE PIN WITH COUNTY SURVEYOR
 EV2984'BRASS TAG IN NORTHWEST CORNER OF DIVERSION DROP-IN BOX AT
 EV2984'NORTHWEST CORNER OF MISSION BLVD. (U.S. 60) AND MILDRED AVE.,
 EV2984'104 FEET SOUTHERLY OF THE SOUTHERLY RAIL, 3 1/2 FEET SOUTHEASTERLY
 EV2984'OF NORTHERLY RIGHT-OF-WAY FENCE, 27 FEET WEST OF CENTERLINE
 EV2984'OF MILDRED AVE., AND 6 FEET BELOW THE TRACKS.
 EV2984
 EV2984                          STATION RECOVERY (1995)
 EV2984
 EV2984'RECOVERY NOTE BY US POWER SQUADRON 1995
 EV2984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3018 ***********************************************************************
 EV3018  DESIGNATION -  701 8
 EV3018  PID         -  EV3018
 EV3018  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3018  USGS QUAD   -  ONTARIO (1981)
 EV3018
 EV3018                         *CURRENT SURVEY CONTROL
 EV3018  ___________________________________________________________________
 EV3018* NAD 83(1986)-  34 03 26.     (N)    117 37 55.     (W)     SCALED    
 EV3018* NAVD 88     -       291.65   (+/-2cm)     956.9    (feet)  VERTCON   
 EV3018  ___________________________________________________________________
 EV3018  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 EV3018  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3018
 EV3018.The horizontal coordinates were scaled from a topographic map and have
 EV3018.an estimated accuracy of +/- 6 seconds.
 EV3018
 EV3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3018.The vertical order pertains to the NGVD 29 superseded value.
 EV3018
 EV3018.The geoid height was determined by GEOID03.
 EV3018
 EV3018;                    North         East    Units  Estimated Accuracy
 EV3018;SPC CA 5     -   561,870.    2,033,980.      MT  (+/- 180 meters Scaled)
 EV3018
 EV3018                          SUPERSEDED SURVEY CONTROL
 EV3018
 EV3018  NGVD 29 (??/??/92)  290.887  (m)          954.35   (f) ADJ UNCH    1 1
 EV3018
 EV3018.Superseded values are not recommended for survey control.
 EV3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3018.See file dsdata.txt to determine how the superseded data were derived.
 EV3018
 EV3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT416686(NAD 83)
 EV3018_MARKER: S = SPIKE
 EV3018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3018_SP_SET: POWER POLE
 EV3018_STAMPING: SBCO SURV BM 1968
 EV3018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3018
 EV3018  HISTORY     - Date     Condition        Report By
 EV3018  HISTORY     - 1968     MONUMENTED       CA-071
 EV3018
 EV3018                          STATION DESCRIPTION
 EV3018
 EV3018'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3018'1 MI SSE FROM ONTARIO.
 EV3018'1.06 MILES SOUTH-SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 EV3018'FROM THE STATION AT ONTARIO, R.R. SPIKE IN POWER POLE NO. 1205585E
 EV3018'AT SOUTHEAST CORNER OF THE T JUNCTION OF CUCAMONGA AVE., 65
 EV3018'FEET NORTH OF THE NORTH RAIL OF THE UNION PACIFIC TRACKS, NEAR
 EV3018'EXTREME WEST END OF ONTARIO INTERNATIONAL AIRPORT, ABOUT 4 FEET
 EV3018'BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3023 ***********************************************************************
 EV3023  DESIGNATION -  701 9
 EV3023  PID         -  EV3023
 EV3023  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3023  USGS QUAD   -  ONTARIO (1981)
 EV3023
 EV3023                         *CURRENT SURVEY CONTROL
 EV3023  ___________________________________________________________________
 EV3023* NAD 83(1986)-  34 03 40.     (N)    117 39 46.     (W)     SCALED    
 EV3023* NAVD 88     -       301.11   (+/-2cm)     987.9    (feet)  VERTCON   
 EV3023  ___________________________________________________________________
 EV3023  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EV3023  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3023
 EV3023.The horizontal coordinates were scaled from a topographic map and have
 EV3023.an estimated accuracy of +/- 6 seconds.
 EV3023
 EV3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3023.The vertical order pertains to the NGVD 29 superseded value.
 EV3023
 EV3023.The geoid height was determined by GEOID03.
 EV3023
 EV3023;                    North         East    Units  Estimated Accuracy
 EV3023;SPC CA 5     -   562,290.    2,031,130.      MT  (+/- 180 meters Scaled)
 EV3023
 EV3023                          SUPERSEDED SURVEY CONTROL
 EV3023
 EV3023  NGVD 29 (??/??/92)  300.343  (m)          985.38   (f) ADJ UNCH    1 1
 EV3023
 EV3023.Superseded values are not recommended for survey control.
 EV3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3023.See file dsdata.txt to determine how the superseded data were derived.
 EV3023
 EV3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT388691(NAD 83)
 EV3023_MARKER: Z = SEE DESCRIPTION
 EV3023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3023_SP_SET: WALL
 EV3023_STAMPING: BM
 EV3023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3023
 EV3023  HISTORY     - Date     Condition        Report By
 EV3023  HISTORY     - UNK      MONUMENTED       CA-071
 EV3023  HISTORY     - 1968     GOOD             CA-071
 EV3023
 EV3023                          STATION DESCRIPTION
 EV3023
 EV3023'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3023'0.5 MI W FROM ONTARIO.
 EV3023'0.5 MILES WEST OF ONTARIO, SET DRIVE PINE IN CENTER OF END
 EV3023'WALL OF FLOOD CONTROL CHANNEL ON WEST SIDE OF SAN ANTONIO AVENUE,
 EV3023'AT SOUTHWEST CORNER OF STATE ST., AND STATE ANTONIO AVE.,
 EV3023'20 FEET WEST OF CENTERLINE OF SAN ANTONIO AVE., 12 FEET SOUTH OF
 EV3023'CENTERLINE OF STATE STREET, 92 FEET SOUTH OF SOUTH RAIL OF
 EV3023'SOUTHERN PACIFIC RAILROAD TRACK AND 3 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3024 ***********************************************************************
 EV3024  DESIGNATION -  701 9 RESET
 EV3024  PID         -  EV3024
 EV3024  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3024  USGS QUAD   -  ONTARIO (1981)
 EV3024
 EV3024                         *CURRENT SURVEY CONTROL
 EV3024  ___________________________________________________________________
 EV3024* NAD 83(1986)-  34 03 40.     (N)    117 39 46.     (W)     SCALED    
 EV3024* NAVD 88     -       301.38   (+/-2cm)     988.8    (feet)  VERTCON   
 EV3024  ___________________________________________________________________
 EV3024  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EV3024  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3024
 EV3024.The horizontal coordinates were scaled from a topographic map and have
 EV3024.an estimated accuracy of +/- 6 seconds.
 EV3024
 EV3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3024.The vertical order pertains to the NGVD 29 superseded value.
 EV3024
 EV3024.The geoid height was determined by GEOID03.
 EV3024
 EV3024;                    North         East    Units  Estimated Accuracy
 EV3024;SPC CA 5     -   562,290.    2,031,130.      MT  (+/- 180 meters Scaled)
 EV3024
 EV3024                          SUPERSEDED SURVEY CONTROL
 EV3024
 EV3024  NGVD 29 (??/??/92)  300.62   (m)          986.3    (f) COMPUTED    1 1
 EV3024
 EV3024.Superseded values are not recommended for survey control.
 EV3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3024.See file dsdata.txt to determine how the superseded data were derived.
 EV3024
 EV3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT388691(NAD 83)
 EV3024_MARKER: DD = SURVEY DISK
 EV3024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3024_SP_SET: CURB
 EV3024_STAMPING: 701-09 RESET 1974
 EV3024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3024
 EV3024  HISTORY     - Date     Condition        Report By
 EV3024  HISTORY     - 1974     MONUMENTED       CA-071
 EV3024
 EV3024                          STATION DESCRIPTION
 EV3024
 EV3024'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1974
 EV3024'0.5 MI. W FROM ONTARIO.
 EV3024'0.5 MILE WEST OF ONTARIO (EUCLID AVE.) AT THE NORTHWEST CORNER OF
 EV3024'MAIN AND SAN ANTONIO AVE., A BRASS DISK IN TOP CURB AT THE WEST END
 EV3024'OF THE NORTHWEST CURB RETURN, 47 FT. WEST OF CENTERLINE OF SAN ANTONIO
 EV3024'AVE., 20 FT. NORTH OF CENTERLINE OF MAIN ST., 60 FT. SOUTH OF THE
 EV3024'SOUTH TRACK OF THE SOUTHERN PACIFIC RAILROAD AND ABOUT 1 FT. BELOW
 EV3024'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0123 ***********************************************************************
 DY0123  DESIGNATION -  701 C OF LB
 DY0123  PID         -  DY0123
 DY0123  STATE/COUNTY-  CA/LOS ANGELES
 DY0123  USGS QUAD   -  LONG BEACH (1981)
 DY0123
 DY0123                         *CURRENT SURVEY CONTROL
 DY0123  ___________________________________________________________________
 DY0123* NAD 83(1986)-  33 45 53.     (N)    118 12 54.     (W)     SCALED    
 DY0123* NAVD 88     -         0.21   (+/-2cm)       0.7    (feet)  VERTCON   
 DY0123  ___________________________________________________________________
 DY0123  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0123  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0123
 DY0123.The horizontal coordinates were scaled from a topographic map and have
 DY0123.an estimated accuracy of +/- 6 seconds.
 DY0123
 DY0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0123.The vertical order pertains to the NGVD 29 superseded value.
 DY0123
 DY0123.The geoid height was determined by GEOID03.
 DY0123
 DY0123;                    North         East    Units  Estimated Accuracy
 DY0123;SPC CA 5     -   529,390.    1,980,080.      MT  (+/- 180 meters Scaled)
 DY0123
 DY0123                          SUPERSEDED SURVEY CONTROL
 DY0123
 DY0123  NGVD 29 (??/??/92)   -0.612  (m)           -2.01   (f) ADJ UNCH    1 2
 DY0123
 DY0123.Superseded values are not recommended for survey control.
 DY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0123.See file dsdata.txt to determine how the superseded data were derived.
 DY0123
 DY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT874367(NAD 83)
 DY0123_MARKER: DD = SURVEY DISK
 DY0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0123_SP_SET: PLATFORM
 DY0123_STAMPING: B M 701
 DY0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0123
 DY0123  HISTORY     - Date     Condition        Report By
 DY0123  HISTORY     - UNK      MONUMENTED       CA1970
 DY0123  HISTORY     - 1954     GOOD             NGS
 DY0123  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0123
 DY0123                          STATION DESCRIPTION
 DY0123
 DY0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0123'AT LONG BEACH.
 DY0123'AT LONG BEACH, 0.1 MILE WEST ALONG EL EMBARCADERO STREET FROM
 DY0123'THE LONG BEACH HARBOR DEPARTMENT ADMINISTRATION BUILDING, AT
 DY0123'LONG BEACH OUTER HARBOR, AT THE EAST END OF THE STREET FILL,
 DY0123'AT LONG BEACH HARBOR DEPARTMENT OIL WELL Y-7, IN THE TOP OF
 DY0123'THE WEST ONE OF THE TWO SOUTHERNMOST NORTH-SOUTH CONCRETE CURBS
 DY0123'BORDERING THE WELL PLATFORM, 18.9 FEET NORTHEAST OF STREET LAMP
 DY0123'POLE 140, 14.5 FEET SOUTHWEST OF THE WELL SHAFT ROD, 8.2 FEET
 DY0123'NORTH OF THE SOUTH END OF THE CURB, AND 0.5 FOOT HIGHER THAN
 DY0123'THE PLATFORM.
 DY0123
 DY0123                          STATION RECOVERY (1964)
 DY0123
 DY0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3034 ***********************************************************************
 EV3034  DESIGNATION -  702 1
 EV3034  PID         -  EV3034
 EV3034  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3034  USGS QUAD   -  ONTARIO (1981)
 EV3034
 EV3034                         *CURRENT SURVEY CONTROL
 EV3034  ___________________________________________________________________
 EV3034* NAD 83(1986)-  34 05 08.     (N)    117 40 12.     (W)     SCALED    
 EV3034* NAVD 88     -       348.59   (+/-2cm)    1143.7    (feet)  VERTCON   
 EV3034  ___________________________________________________________________
 EV3034  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EV3034  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3034
 EV3034.The horizontal coordinates were scaled from a topographic map and have
 EV3034.an estimated accuracy of +/- 6 seconds.
 EV3034
 EV3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3034.The vertical order pertains to the NGVD 29 superseded value.
 EV3034
 EV3034.The geoid height was determined by GEOID03.
 EV3034
 EV3034;                    North         East    Units  Estimated Accuracy
 EV3034;SPC CA 5     -   565,000.    2,030,460.      MT  (+/- 180 meters Scaled)
 EV3034
 EV3034                          SUPERSEDED SURVEY CONTROL
 EV3034
 EV3034  NGVD 29 (??/??/92)  347.809  (m)         1141.10   (f) ADJ UNCH    1 1
 EV3034
 EV3034.Superseded values are not recommended for survey control.
 EV3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3034.See file dsdata.txt to determine how the superseded data were derived.
 EV3034
 EV3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381718(NAD 83)
 EV3034_MARKER: Z = SEE DESCRIPTION
 EV3034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3034_SP_SET: CURB
 EV3034_STAMPING: BM
 EV3034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3034
 EV3034  HISTORY     - Date     Condition        Report By
 EV3034  HISTORY     - UNK      MONUMENTED       CA-071
 EV3034  HISTORY     - 1969     GOOD             CA-071
 EV3034
 EV3034                          STATION DESCRIPTION
 EV3034
 EV3034'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3034'AT ONTARIO.
 EV3034'AT ONTARIO, AT THE NORTHEAST CORNER OF SIXTH STREET AND MOUNTAIN
 EV3034'AVENUE, SET DRIVE PIN IN TOP OF CURB 5 FEET EAST OF EAST CURB
 EV3034'RETURN, 20 FEET NORTH OF CENTERLINE OF SIXTH STREET AND 57 FEET
 EV3034'EAST OF CENTERLINE OF MOUNTAIN AVE., SOUTHWEST CORNER OF SAN
 EV3034'BERNARDINO COUNTY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3036 ***********************************************************************
 EV3036  DESIGNATION -  702 2
 EV3036  PID         -  EV3036
 EV3036  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3036  USGS QUAD   -  ONTARIO (1981)
 EV3036
 EV3036                         *CURRENT SURVEY CONTROL
 EV3036  ___________________________________________________________________
 EV3036* NAD 83(1986)-  34 04 14.     (N)    117 40 12.     (W)     SCALED    
 EV3036* NAVD 88     -       317.57   (+/-2cm)    1041.9    (feet)  VERTCON   
 EV3036  ___________________________________________________________________
 EV3036  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EV3036  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3036
 EV3036.The horizontal coordinates were scaled from a topographic map and have
 EV3036.an estimated accuracy of +/- 6 seconds.
 EV3036
 EV3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3036.The vertical order pertains to the NGVD 29 superseded value.
 EV3036
 EV3036.The geoid height was determined by GEOID03.
 EV3036
 EV3036;                    North         East    Units  Estimated Accuracy
 EV3036;SPC CA 5     -   563,340.    2,030,460.      MT  (+/- 180 meters Scaled)
 EV3036
 EV3036                          SUPERSEDED SURVEY CONTROL
 EV3036
 EV3036  NGVD 29 (??/??/92)  316.801  (m)         1039.37   (f) ADJ UNCH    1 1
 EV3036
 EV3036.Superseded values are not recommended for survey control.
 EV3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3036.See file dsdata.txt to determine how the superseded data were derived.
 EV3036
 EV3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381701(NAD 83)
 EV3036_MARKER: Z = SEE DESCRIPTION
 EV3036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3036_SP_SET: CURB
 EV3036_STAMPING: BM
 EV3036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3036
 EV3036  HISTORY     - Date     Condition        Report By
 EV3036  HISTORY     - UNK      MONUMENTED       CA-071
 EV3036  HISTORY     - 1969     GOOD             CA-071
 EV3036
 EV3036                          STATION DESCRIPTION
 EV3036
 EV3036'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3036'AT ONTARIO.
 EV3036'AT ONTARIO, AT THE NORTHEAST CORNER OF G STREET AND MOUNTAIN AVE,
 EV3036'SET DRIVE PIN WITH COUNTY SURVEYOR BRASS TAG IN TOP OF THE
 EV3036'NORTHEAST PORTION OF A 3 FOOT BY 3 1/2 FOOT CONCRETE BASE FOR A
 EV3036'TRAFFIC SIGNAL STANDARD, 40 FEET EAST OF CENTERLINE OF MOUNTAIN
 EV3036'AVENUE, 50 FEET NORTH OF G STREET AND LEVEL WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3038 ***********************************************************************
 EV3038  DESIGNATION -  702 3
 EV3038  PID         -  EV3038
 EV3038  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3038  USGS QUAD   -  ONTARIO (1981)
 EV3038
 EV3038                         *CURRENT SURVEY CONTROL
 EV3038  ___________________________________________________________________
 EV3038* NAD 83(1986)-  34 03 56.     (N)    117 40 12.     (W)     SCALED    
 EV3038* NAVD 88     -       306.89   (+/-2cm)    1006.9    (feet)  VERTCON   
 EV3038  ___________________________________________________________________
 EV3038  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EV3038  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3038
 EV3038.The horizontal coordinates were scaled from a topographic map and have
 EV3038.an estimated accuracy of +/- 6 seconds.
 EV3038
 EV3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3038.The vertical order pertains to the NGVD 29 superseded value.
 EV3038
 EV3038.The geoid height was determined by GEOID03.
 EV3038
 EV3038;                    North         East    Units  Estimated Accuracy
 EV3038;SPC CA 5     -   562,790.    2,030,460.      MT  (+/- 180 meters Scaled)
 EV3038
 EV3038                          SUPERSEDED SURVEY CONTROL
 EV3038
 EV3038  NGVD 29 (??/??/92)  306.123  (m)         1004.34   (f) ADJ UNCH    1 1
 EV3038
 EV3038.Superseded values are not recommended for survey control.
 EV3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3038.See file dsdata.txt to determine how the superseded data were derived.
 EV3038
 EV3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381696(NAD 83)
 EV3038_MARKER: Z = SEE DESCRIPTION
 EV3038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3038_SP_SET: CURB
 EV3038_STAMPING: BM
 EV3038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3038
 EV3038  HISTORY     - Date     Condition        Report By
 EV3038  HISTORY     - UNK      MONUMENTED       CA-071
 EV3038  HISTORY     - 1969     GOOD             CA-071
 EV3038
 EV3038                          STATION DESCRIPTION
 EV3038
 EV3038'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV3038'AT ONTARIO.
 EV3038'AT ONTARIO, AT THE SOUTHEAST CORNER OF VESTA STREET AND MOUNTAIN
 EV3038'AVENUE, SET DRIVE PIN WITH SAN BERNARDINO COUNTY SURVEYOR BRASS
 EV3038'TAG IN TOP OF CURB 0.7 FOOT EAST OF EAST END OF CURB RETURN, 18
 EV3038'FEET SOUTH OF CENTERLINE OF VESTA STREET AND 57 FEET EAST OF
 EV3038'MOUNTAIN AVENUE AND ABOUT LEVEL WITH CENTERLINE OF STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0122 ***********************************************************************
 DY0122  DESIGNATION -  702 C OF LB
 DY0122  PID         -  DY0122
 DY0122  STATE/COUNTY-  CA/LOS ANGELES
 DY0122  USGS QUAD   -  LONG BEACH (1981)
 DY0122
 DY0122                         *CURRENT SURVEY CONTROL
 DY0122  ___________________________________________________________________
 DY0122* NAD 83(1986)-  33 45 53.     (N)    118 12 51.     (W)     SCALED    
 DY0122* NAVD 88     -         0.64   (+/-2cm)       2.1    (feet)  VERTCON   
 DY0122  ___________________________________________________________________
 DY0122  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0122  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0122
 DY0122.The horizontal coordinates were scaled from a topographic map and have
 DY0122.an estimated accuracy of +/- 6 seconds.
 DY0122
 DY0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0122.The vertical order pertains to the NGVD 29 superseded value.
 DY0122
 DY0122.The geoid height was determined by GEOID03.
 DY0122
 DY0122;                    North         East    Units  Estimated Accuracy
 DY0122;SPC CA 5     -   529,390.    1,980,160.      MT  (+/- 180 meters Scaled)
 DY0122
 DY0122                          SUPERSEDED SURVEY CONTROL
 DY0122
 DY0122  NGVD 29 (??/??/92)   -0.179  (m)           -0.59   (f) ADJ UNCH    1 2
 DY0122
 DY0122.Superseded values are not recommended for survey control.
 DY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0122.See file dsdata.txt to determine how the superseded data were derived.
 DY0122
 DY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT875367(NAD 83)
 DY0122_MARKER: DD = SURVEY DISK
 DY0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0122_SP_SET: PLATFORM
 DY0122_STAMPING: B M 702
 DY0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0122
 DY0122  HISTORY     - Date     Condition        Report By
 DY0122  HISTORY     - UNK      MONUMENTED       CA1970
 DY0122  HISTORY     - 1954     GOOD             NGS
 DY0122  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0122
 DY0122                          STATION DESCRIPTION
 DY0122
 DY0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0122'AT LONG BEACH.
 DY0122'AT LONG BEACH, ABOUT 85 YARDS WEST ALONG EL EMBARCADERO STREET
 DY0122'FROM THE SOUTH ENTRANCE OF THE LONG BEACH HARBOR DEPARTMENT
 DY0122'ADMINISTRATION BUILDING, AT LONG BEACH OUTER HARBOR, AT LONG
 DY0122'BEACH HARBOR DEPARTMENT OIL WELL Y-8, IN THE TOP OF THE EAST
 DY0122'ONE OF TWO SOUTHERNMOST NORTH-SOUTH CONCRETE CURBS BORDERING
 DY0122'THE WELL PLATFORM, 20.9 FEET NORTHEAST OF STREET LIGHT POLE
 DY0122'130, 18.9 FEET SOUTHEAST OF THE WELL SHAFT ROD, 8.2 FEET NORTH
 DY0122'OF THE SOUTH END OF THE CURB, 1.3 FEET NORTHWEST OF THE CENTER
 DY0122'OF THE WEST END OF A 6-INCH PIPE RAILING AROUND THE WELL, AND
 DY0122'0.6 FOOT HIGHER THAN THE PLATFORM.
 DY0122
 DY0122                          STATION RECOVERY (1964)
 DY0122
 DY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2134 ***********************************************************************
 EW2134  DESIGNATION -  702.698 C OF LA
 EW2134  PID         -  EW2134
 EW2134  STATE/COUNTY-  CA/LOS ANGELES
 EW2134  USGS QUAD   -  BURBANK (1994)
 EW2134
 EW2134                         *CURRENT SURVEY CONTROL
 EW2134  ___________________________________________________________________
 EW2134* NAD 83(1986)-  34 07 44.     (N)    118 20 56.     (W)     SCALED    
 EW2134* NAVD 88     -       214.98   (+/-2cm)     705.3    (feet)  VERTCON   
 EW2134  ___________________________________________________________________
 EW2134  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EW2134  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2134
 EW2134.The horizontal coordinates were scaled from a topographic map and have
 EW2134.an estimated accuracy of +/- 6 seconds.
 EW2134
 EW2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2134.The vertical order pertains to the NGVD 29 superseded value.
 EW2134
 EW2134.The geoid height was determined by GEOID03.
 EW2134
 EW2134;                    North         East    Units  Estimated Accuracy
 EW2134;SPC CA 5     -   569,820.    1,967,820.      MT  (+/- 180 meters Scaled)
 EW2134
 EW2134                          SUPERSEDED SURVEY CONTROL
 EW2134
 EW2134  NGVD 29 (??/??/92)  214.19   (m)          702.7    (f) COMPUTED    1 2
 EW2134
 EW2134.Superseded values are not recommended for survey control.
 EW2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2134.See file dsdata.txt to determine how the superseded data were derived.
 EW2134
 EW2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT756772(NAD 83)
 EW2134_MARKER: S = SPIKE
 EW2134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2134_SP_SET: CATCH BASIN
 EW2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2134
 EW2134  HISTORY     - Date     Condition        Report By
 EW2134  HISTORY     - UNK      MONUMENTED       CA1980
 EW2134  HISTORY     - 1945     GOOD             NGS
 EW2134  HISTORY     - 1966     GOOD             NGS
 EW2134
 EW2134                          STATION DESCRIPTION
 EW2134
 EW2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2134'AT LOS ANGELES.
 EW2134'AT LOS ANGELES AT THE INTERSECTION OF CAHUENGA BOULEVARD AND
 EW2134'BENNETT DRIVE, IN THE SOUTHEAST CURB OF BENNETT DRIVE, IN THE
 EW2134'NORTHEAST END OF A CATCH BASIN, 20.0 FEET SOUTHWEST OF THE
 EW2134'SOUTHWEST CURBLINE OF CAHUENGA BOULEVARD.  THE TOP OF A SPIKE
 EW2134'SET IN CONCRETE.
 EW2134
 EW2134                          STATION RECOVERY (1966)
 EW2134
 EW2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1469 ***********************************************************************
 EV1469  DESIGNATION -  703 11
 EV1469  PID         -  EV1469
 EV1469  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1469  USGS QUAD   -  DEVORE (1996)
 EV1469
 EV1469                         *CURRENT SURVEY CONTROL
 EV1469  ___________________________________________________________________
 EV1469* NAD 83(1986)-  34 12 09.     (N)    117 22 47.     (W)     SCALED    
 EV1469* NAVD 88     -       560.07   (+/-2cm)    1837.5    (feet)  VERTCON   
 EV1469  ___________________________________________________________________
 EV1469  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 EV1469  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1469
 EV1469.The horizontal coordinates were scaled from a topographic map and have
 EV1469.an estimated accuracy of +/- 6 seconds.
 EV1469
 EV1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1469.The vertical order pertains to the NGVD 29 superseded value.
 EV1469
 EV1469.The geoid height was determined by GEOID03.
 EV1469
 EV1469;                    North         East    Units  Estimated Accuracy
 EV1469;SPC CA 5     -   578,100.    2,057,170.      MT  (+/- 180 meters Scaled)
 EV1469
 EV1469                          SUPERSEDED SURVEY CONTROL
 EV1469
 EV1469  NGVD 29 (??/??/92)  559.288  (m)         1834.93   (f) ADJ UNCH    1 1
 EV1469
 EV1469.Superseded values are not recommended for survey control.
 EV1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1469.See file dsdata.txt to determine how the superseded data were derived.
 EV1469
 EV1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT650846(NAD 83)
 EV1469_MARKER: S = SPIKE
 EV1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1469_SP_SET: MILEPOST
 EV1469_STAMPING: 703-11 1968
 EV1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1469
 EV1469  HISTORY     - Date     Condition        Report By
 EV1469  HISTORY     - 1968     MONUMENTED       CA-071
 EV1469
 EV1469                          STATION DESCRIPTION
 EV1469
 EV1469'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1469'1.6 MI SE FROM DEVORE.
 EV1469'ABOUT 1.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EV1469'FE RAILROAD FROM DEVORE, A RAILROAD SPIKE DRIVEN IN THE 15TH
 EV1469'TELEPHONE POLE NORTHWEST OF MILE POST 73, ABOUT 1 FOOT ABOVE
 EV1469'THE LEVEL OF THE GROUND, 4 FEET BELOW THE LEVEL OF THE TRACK,
 EV1469'34 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 39 FEET
 EV1469'SOUTH OF THE SOUTH RAIL, 69 FEET NORTH OF THE NORTH LEG OF THE
 EV1469'SOUTHERN SIERRA POWER CO. TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3236 ***********************************************************************
 EV3236  DESIGNATION -  703 11 RESET
 EV3236  PID         -  EV3236
 EV3236  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3236  USGS QUAD   -  DEVORE (1996)
 EV3236
 EV3236                         *CURRENT SURVEY CONTROL
 EV3236  ___________________________________________________________________
 EV3236* NAD 83(1986)-  34 12 06.     (N)    117 22 51.     (W)     SCALED    
 EV3236* NAVD 88     -       559.966  (meters)    1837.16   (feet)  ADJUSTED  
 EV3236  ___________________________________________________________________
 EV3236  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EV3236  DYNAMIC HT  -         559.307 (meters)    1834.99  (feet)  COMP
 EV3236  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 EV3236
 EV3236  VERT ORDER  -  FIRST     CLASS I
 EV3236
 EV3236.The horizontal coordinates were scaled from a topographic map and have
 EV3236.an estimated accuracy of +/- 6 seconds.
 EV3236
 EV3236.The orthometric height was determined by differential leveling
 EV3236.and adjusted in June 1991.
 EV3236
 EV3236.The geoid height was determined by GEOID03.
 EV3236
 EV3236.The dynamic height is computed by dividing the NAVD 88
 EV3236.geopotential number by the normal gravity value computed on the
 EV3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3236.degrees latitude (g = 980.6199 gals.).
 EV3236
 EV3236.The modeled gravity was interpolated from observed gravity values.
 EV3236
 EV3236;                    North         East    Units  Estimated Accuracy
 EV3236;SPC CA 5     -   578,010.    2,057,060.      MT  (+/- 180 meters Scaled)
 EV3236
 EV3236                          SUPERSEDED SURVEY CONTROL
 EV3236
 EV3236  NGVD 29 (??/??/92)  559.181  (m)         1834.58   (f) ADJ UNCH    1 1
 EV3236
 EV3236.Superseded values are not recommended for survey control.
 EV3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3236.See file dsdata.txt to determine how the superseded data were derived.
 EV3236
 EV3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT649845(NAD 83)
 EV3236_MARKER: DB = BENCH MARK DISK
 EV3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3236_SP_SET: CONCRETE POST
 EV3236_STAMPING: 703-11 RESET 1973
 EV3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3236+STABILITY: SURFACE MOTION
 EV3236
 EV3236  HISTORY     - Date     Condition        Report By
 EV3236  HISTORY     - UNK      MONUMENTED       CA-071
 EV3236  HISTORY     - 1978     GOOD             NGS
 EV3236  HISTORY     - 1983     GOOD             USGS
 EV3236  HISTORY     - 1984     GOOD             NGS
 EV3236  HISTORY     - 1985     GOOD             NGS
 EV3236  HISTORY     - 1987     GOOD             NGS
 EV3236
 EV3236                          STATION DESCRIPTION
 EV3236
 EV3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3236'1.6 MI SE FROM DEVORE.
 EV3236'1.6 MILES SOUTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV3236'FROM THE SIDING SIGN AT DEVORE, CONCRETE POST SET DIRECTLY UNDER A
 EV3236'POWER LINE STEEL TOWER NUMBER 66, 100 FT. SOUTHWEST THE SOUTHWEST
 EV3236'RAIL 30 FT. SOUTHWEST THE CENTER OF OLD OILED ROAD.
 EV3236
 EV3236                          STATION RECOVERY (1983)
 EV3236
 EV3236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3236'RECOVERED IN GOOD CONDITION.
 EV3236
 EV3236                          STATION RECOVERY (1984)
 EV3236
 EV3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3236'RECOVERED IN GOOD CONDITION.
 EV3236
 EV3236                          STATION RECOVERY (1985)
 EV3236
 EV3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3236'RECOVERED IN GOOD CONDITION.
 EV3236
 EV3236                          STATION RECOVERY (1987)
 EV3236
 EV3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1464 ***********************************************************************
 EV1464  DESIGNATION -  703 12
 EV1464  PID         -  EV1464
 EV1464  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1464  USGS QUAD   -  DEVORE (1996)
 EV1464
 EV1464                         *CURRENT SURVEY CONTROL
 EV1464  ___________________________________________________________________
 EV1464* NAD 83(1986)-  34 12 33.     (N)    117 23 39.     (W)     SCALED    
 EV1464* NAVD 88     -       595.42   (+/-2cm)    1953.5    (feet)  VERTCON   
 EV1464  ___________________________________________________________________
 EV1464  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EV1464  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1464
 EV1464.The horizontal coordinates were scaled from a topographic map and have
 EV1464.an estimated accuracy of +/- 6 seconds.
 EV1464
 EV1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1464.The vertical order pertains to the NGVD 29 superseded value.
 EV1464
 EV1464.The geoid height was determined by GEOID03.
 EV1464
 EV1464;                    North         East    Units  Estimated Accuracy
 EV1464;SPC CA 5     -   578,830.    2,055,830.      MT  (+/- 180 meters Scaled)
 EV1464
 EV1464                          SUPERSEDED SURVEY CONTROL
 EV1464
 EV1464  NGVD 29 (??/??/92)  594.629  (m)         1950.88   (f) ADJ UNCH    1 1
 EV1464
 EV1464.Superseded values are not recommended for survey control.
 EV1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1464.See file dsdata.txt to determine how the superseded data were derived.
 EV1464
 EV1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT636854(NAD 83)
 EV1464_MARKER: Z = SEE DESCRIPTION
 EV1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1464_SP_SET: CONCRETE BASE
 EV1464_STAMPING: SB CO SURV BM
 EV1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1464
 EV1464  HISTORY     - Date     Condition        Report By
 EV1464  HISTORY     - UNK      MONUMENTED       CA-071
 EV1464  HISTORY     - 1968     GOOD             CA-071
 EV1464
 EV1464                          STATION DESCRIPTION
 EV1464
 EV1464'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1464'0.6 MI SE FROM DEVORE.
 EV1464'ABOUT 0.65 MILES SOUTHEAST ALONG THE ATCHISON TOPEKA AND SANTA
 EV1464'FE RAILROAD FROM DEVORE, 12.9 POLE NORTHWEST OF MILE POST 72,
 EV1464'A DRIVE PIN WITH A COUNTY SURVEY TAG IN THE NORTHEAST CORNER
 EV1464'OF THE CONCRETE BASE FOR A TELEPHONE STATION, 8 FEET EAST OF A
 EV1464'SIDING, 23.8 FEET EAST OF THE EAST TRACK OF SOUTH-BOUND TRAFFIC,
 EV1464'14 FEET SOUTH AND 7 FEET EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1457 ***********************************************************************
 EV1457  DESIGNATION -  703 15
 EV1457  PID         -  EV1457
 EV1457  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1457  USGS QUAD   -  DEVORE (1996)
 EV1457
 EV1457                         *CURRENT SURVEY CONTROL
 EV1457  ___________________________________________________________________
 EV1457* NAD 83(1986)-  34 13 42.     (N)    117 25 35.     (W)     SCALED    
 EV1457* NAVD 88     -       672.76   (+/-2cm)    2207.2    (feet)  VERTCON   
 EV1457  ___________________________________________________________________
 EV1457  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EV1457  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1457
 EV1457.The horizontal coordinates were scaled from a topographic map and have
 EV1457.an estimated accuracy of +/- 6 seconds.
 EV1457
 EV1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1457.The vertical order pertains to the NGVD 29 superseded value.
 EV1457
 EV1457.The geoid height was determined by GEOID03.
 EV1457
 EV1457;                    North         East    Units  Estimated Accuracy
 EV1457;SPC CA 5     -   580,940.    2,052,850.      MT  (+/- 180 meters Scaled)
 EV1457
 EV1457                          SUPERSEDED SURVEY CONTROL
 EV1457
 EV1457  NGVD 29 (??/??/92)  671.958  (m)         2204.58   (f) ADJ UNCH    1 1
 EV1457
 EV1457.Superseded values are not recommended for survey control.
 EV1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1457.See file dsdata.txt to determine how the superseded data were derived.
 EV1457
 EV1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT607875(NAD 83)
 EV1457_MARKER: N = NAIL
 EV1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1457_STAMPING: BM
 EV1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1457+STABILITY: SURFACE MOTION
 EV1457
 EV1457  HISTORY     - Date     Condition        Report By
 EV1457  HISTORY     - UNK      MONUMENTED       CA-071
 EV1457  HISTORY     - 1968     GOOD             CA-071
 EV1457
 EV1457                          STATION DESCRIPTION
 EV1457
 EV1457'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1457'1.7 MI NW FROM DEVORE.
 EV1457'ABOUT 1.7 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA
 EV1457'FE RAILROAD FROM DEVORE, A CONCRETE NAIL SET IN THE TOP OF A
 EV1457'4 BY 4 INCH CAST IRON POST FILLED WITH CONCRETE AND PROJECTING
 EV1457'ABOUT 1.5 FEET, 59 FEET WEST OF THE WEST RAIL, 101 FEET SOUTH
 EV1457'OF A GATE, 24 FEET EAST OF A WIRE FENCE, 1.5 FEET WEST OF A
 EV1457'NATIONAL FOREST SIGN POST, AND ABOUT 1.8 FEET ABOVE THE LEVEL
 EV1457'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1452 ***********************************************************************
 EV1452  DESIGNATION -  703 17
 EV1452  PID         -  EV1452
 EV1452  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1452  USGS QUAD   -  DEVORE (1996)
 EV1452
 EV1452                         *CURRENT SURVEY CONTROL
 EV1452  ___________________________________________________________________
 EV1452* NAD 83(1986)-  34 14 42.     (N)    117 27 03.     (W)     SCALED    
 EV1452* NAVD 88     -       729.875  (meters)    2394.60   (feet)  ADJUSTED  
 EV1452  ___________________________________________________________________
 EV1452  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EV1452  DYNAMIC HT  -         728.989 (meters)    2391.69  (feet)  COMP
 EV1452  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 EV1452
 EV1452  VERT ORDER  -  FIRST     CLASS I
 EV1452
 EV1452.The horizontal coordinates were scaled from a topographic map and have
 EV1452.an estimated accuracy of +/- 6 seconds.
 EV1452
 EV1452.The orthometric height was determined by differential leveling
 EV1452.and adjusted in June 1991.
 EV1452
 EV1452.The geoid height was determined by GEOID03.
 EV1452
 EV1452.The dynamic height is computed by dividing the NAVD 88
 EV1452.geopotential number by the normal gravity value computed on the
 EV1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1452.degrees latitude (g = 980.6199 gals.).
 EV1452
 EV1452.The modeled gravity was interpolated from observed gravity values.
 EV1452
 EV1452;                    North         East    Units  Estimated Accuracy
 EV1452;SPC CA 5     -   582,780.    2,050,590.      MT  (+/- 180 meters Scaled)
 EV1452
 EV1452                          SUPERSEDED SURVEY CONTROL
 EV1452
 EV1452  NGVD 29 (??/??/92)  729.060  (m)         2391.92   (f) ADJ UNCH    1 1
 EV1452
 EV1452.Superseded values are not recommended for survey control.
 EV1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1452.See file dsdata.txt to determine how the superseded data were derived.
 EV1452
 EV1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT584894(NAD 83)
 EV1452_MARKER: Z = SEE DESCRIPTION
 EV1452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV1452_STAMPING: BM
 EV1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1452+STABILITY: SURFACE MOTION
 EV1452
 EV1452  HISTORY     - Date     Condition        Report By
 EV1452  HISTORY     - UNK      MONUMENTED       CA-071
 EV1452  HISTORY     - 1968     GOOD             CA-071
 EV1452  HISTORY     - 1978     GOOD             NGS
 EV1452  HISTORY     - 1983     GOOD             USGS
 EV1452  HISTORY     - 1984     GOOD             NGS
 EV1452  HISTORY     - 1985     GOOD             NGS
 EV1452  HISTORY     - 1987     MARK NOT FOUND   NGS
 EV1452
 EV1452                          STATION DESCRIPTION
 EV1452
 EV1452'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1452'1.2 MI SE FROM KEENBROOK.
 EV1452'ABOUT 1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EV1452'FE RAILROAD FROM KEENBROOK, A DRIVE PIN WITH A COUNTY SURVEY
 EV1452'TAG SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 EV1452'HEADWALL OF A CULVERT DATED 1938, 17 FEET WEST OF THE WEST RAIL,
 EV1452'16 FEET NORTH AND 7 FEET WEST OF A STEEL CONTROL BOX, 30 FEET
 EV1452'EAST OF A 48-INCH C.M.P., 2 1/2 POLES NORTH OF A LARGE OVERHEAD
 EV1452'CONTROL SIGNAL LITE TOWER NUMBERED 671 AND 672, ABOUT 5 FEET
 EV1452'BELOW THE LEVEL OF THE TRACK.
 EV1452
 EV1452                          STATION RECOVERY (1978)
 EV1452
 EV1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1452'RECOVERED IN GOOD CONDITION.
 EV1452
 EV1452                          STATION RECOVERY (1983)
 EV1452
 EV1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV1452'RECOVERED IN GOOD CONDITION.
 EV1452
 EV1452                          STATION RECOVERY (1984)
 EV1452
 EV1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV1452'RECOVERED IN GOOD CONDITION.
 EV1452
 EV1452                          STATION RECOVERY (1985)
 EV1452
 EV1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV1452'RECOVERED IN GOOD CONDITION.
 EV1452
 EV1452                          STATION RECOVERY (1987)
 EV1452
 EV1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV1452'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1669 ***********************************************************************
 EV1669  DESIGNATION -  703 18
 EV1669  PID         -  EV1669
 EV1669  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1669  USGS QUAD   -  CAJON (1996)
 EV1669
 EV1669                         *CURRENT SURVEY CONTROL
 EV1669  ___________________________________________________________________
 EV1669* NAD 83(1986)-  34 15 04.     (N)    117 27 49.     (W)     SCALED    
 EV1669* NAVD 88     -       761.08   (+/-2cm)    2497.0    (feet)  VERTCON   
 EV1669  ___________________________________________________________________
 EV1669  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EV1669  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1669
 EV1669.The horizontal coordinates were scaled from a topographic map and have
 EV1669.an estimated accuracy of +/- 6 seconds.
 EV1669
 EV1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1669.The vertical order pertains to the NGVD 29 superseded value.
 EV1669
 EV1669.The geoid height was determined by GEOID03.
 EV1669
 EV1669;                    North         East    Units  Estimated Accuracy
 EV1669;SPC CA 5     -   583,450.    2,049,410.      MT  (+/- 180 meters Scaled)
 EV1669
 EV1669                          SUPERSEDED SURVEY CONTROL
 EV1669
 EV1669  NGVD 29 (??/??/92)  760.274  (m)         2494.33   (f) ADJ UNCH    1 1
 EV1669
 EV1669.Superseded values are not recommended for survey control.
 EV1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1669.See file dsdata.txt to determine how the superseded data were derived.
 EV1669
 EV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT573900(NAD 83)
 EV1669_MARKER: Z = SEE DESCRIPTION
 EV1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1669_SP_SET: CONCRETE BASE
 EV1669_STAMPING: BM
 EV1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1669
 EV1669  HISTORY     - Date     Condition        Report By
 EV1669  HISTORY     - UNK      MONUMENTED       CA-071
 EV1669  HISTORY     - 1968     GOOD             CA-071
 EV1669  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV1669
 EV1669                          STATION DESCRIPTION
 EV1669
 EV1669'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1669'0.3 MI SE FROM KEENBROOK.
 EV1669'ABOUT 0.3 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 EV1669'FE RAILROAD FROM KEENBROOK, 8.5 FEET NORTH OF THE NORTH RAIL,
 EV1669'168 FEET SOUTHEAST OF THE CENTER POWER LINE OF HIGH TENSION LINES
 EV1669'OF THE SOUTHERN CALIFORNIA EDISON COMPANY, A DRIVE PIN WITH A
 EV1669'COUNTY SURVEY TAG SET IN THE SOUTHWEST CORNER OF CONCRETE BASE FOR
 EV1669'A CONTROL BOX, 296 FEET WEST OF THE CENTER LINE OF DIRT ROAD.
 EV1669
 EV1669                          STATION RECOVERY (1978)
 EV1669
 EV1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1669'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1857 ***********************************************************************
 EV1857  DESIGNATION -  703 19
 EV1857  PID         -  EV1857
 EV1857  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1857  USGS QUAD   -  CAJON (1996)
 EV1857
 EV1857                         *CURRENT SURVEY CONTROL
 EV1857  ___________________________________________________________________
 EV1857* NAD 83(1986)-  34 16 11.     (N)    117 27 24.     (W)     SCALED    
 EV1857* NAVD 88     -       823.10   (+/-2cm)    2700.5    (feet)  VERTCON   
 EV1857  ___________________________________________________________________
 EV1857  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EV1857  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1857
 EV1857.The horizontal coordinates were scaled from a topographic map and have
 EV1857.an estimated accuracy of +/- 6 seconds.
 EV1857
 EV1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1857.The vertical order pertains to the NGVD 29 superseded value.
 EV1857
 EV1857.The geoid height was determined by GEOID03.
 EV1857
 EV1857;                    North         East    Units  Estimated Accuracy
 EV1857;SPC CA 5     -   585,520.    2,050,030.      MT  (+/- 180 meters Scaled)
 EV1857
 EV1857                          SUPERSEDED SURVEY CONTROL
 EV1857
 EV1857  NGVD 29 (??/??/92)  822.291  (m)         2697.80   (f) ADJ UNCH    1 1
 EV1857
 EV1857.Superseded values are not recommended for survey control.
 EV1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1857.See file dsdata.txt to determine how the superseded data were derived.
 EV1857
 EV1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT579921(NAD 83)
 EV1857_MARKER: DD = SURVEY DISK
 EV1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1857_SP_SET: CONCRETE BASE
 EV1857_STAMPING: 703-19 1968
 EV1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1857
 EV1857  HISTORY     - Date     Condition        Report By
 EV1857  HISTORY     - 1968     MONUMENTED       CA-071
 EV1857
 EV1857                          STATION DESCRIPTION
 EV1857
 EV1857'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1857'1.7 MI N FROM KEENBROOK.
 EV1857'ABOUT 1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1857'RAILWAY FROM KEENBROOK, SET IN THE NORTHWEST CORNER OF THE
 EV1857'CONCRETE BASE OF A 30 BY 48-INCH SIGNAL CONTROL BOX, 54 FEET
 EV1857'SOUTHWEST OF THE CENTER LINE OF PAVED ROAD, 8.3 FEET SOUTH
 EV1857'OF THE SOUTH RAIL, 42 FEET SOUTHWEST OF A TELEGRAPH POLE WITH
 EV1857'A GUY WIRE AND CABLE TO A CONTROL BOX, AT ROAD JUNCTION OF ROAD
 EV1857'WEST TO PINE CANYON AND EAST TO CAJON CAMP GROUND, ABOUT LEVEL
 EV1857'WITH THE TRACK, 70 FEET SOUTHWEST OF RAILROAD CROSSING SIGN
 EV1857'NUMBERED 646.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1109 ***********************************************************************
 EV1109  DESIGNATION -  703 2
 EV1109  PID         -  EV1109
 EV1109  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1109  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1109
 EV1109                         *CURRENT SURVEY CONTROL
 EV1109  ___________________________________________________________________
 EV1109* NAD 83(1986)-  34 02 40.     (N)    117 19 51.     (W)     SCALED    
 EV1109* NAVD 88     -       278.090  (meters)     912.37   (feet)  ADJUSTED  
 EV1109  ___________________________________________________________________
 EV1109  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 EV1109  DYNAMIC HT  -         277.781 (meters)     911.35  (feet)  COMP
 EV1109  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 EV1109
 EV1109  VERT ORDER  -  FIRST     CLASS I
 EV1109
 EV1109.The horizontal coordinates were scaled from a topographic map and have
 EV1109.an estimated accuracy of +/- 6 seconds.
 EV1109
 EV1109.The orthometric height was determined by differential leveling
 EV1109.and adjusted in June 1991.
 EV1109.WARNING-Repeat measurements at this control monument indicate possible
 EV1109.vertical movement.
 EV1109
 EV1109.The geoid height was determined by GEOID03.
 EV1109
 EV1109.The dynamic height is computed by dividing the NAVD 88
 EV1109.geopotential number by the normal gravity value computed on the
 EV1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1109.degrees latitude (g = 980.6199 gals.).
 EV1109
 EV1109.The modeled gravity was interpolated from observed gravity values.
 EV1109
 EV1109;                    North         East    Units  Estimated Accuracy
 EV1109;SPC CA 5     -   560,600.    2,061,790.      MT  (+/- 180 meters Scaled)
 EV1109
 EV1109                          SUPERSEDED SURVEY CONTROL
 EV1109
 EV1109  NGVD 29 (??/??/92)  277.320  (m)          909.84   (f) ADJ UNCH    1 1
 EV1109
 EV1109.Superseded values are not recommended for survey control.
 EV1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1109.See file dsdata.txt to determine how the superseded data were derived.
 EV1109
 EV1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT694671(NAD 83)
 EV1109_MARKER: DB = BENCH MARK DISK
 EV1109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EV1109_SP_SET: BRIDGE ABUTMENT
 EV1109_STAMPING: 703-2 1968
 EV1109_MARK LOGO: CA-071
 EV1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1109
 EV1109  HISTORY     - Date     Condition        Report By
 EV1109  HISTORY     - 1968     MONUMENTED       CA-071
 EV1109  HISTORY     - 1969     GOOD             CA-071
 EV1109  HISTORY     - 1976     GOOD             NGS
 EV1109  HISTORY     - 1978     GOOD             NGS
 EV1109  HISTORY     - 1988     GOOD             NGS
 EV1109
 EV1109                          STATION DESCRIPTION
 EV1109
 EV1109'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV1109'1.7 MI S FROM COLTON.
 EV1109'1.7 MILES SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 EV1109'FROM THE STATION AT COLTON, AT WEST END OF THE NORTH ABUTMENT
 EV1109'OF A STEEL GIRDER BRIDGE AT THE NORTH SIDE OF THE SANTA ANA
 EV1109'RIVER RAILWAY BRIDGE, SET STANDARD BRASS CAP IN TOP OF CONCRETE
 EV1109'ABUTMENT, 6 1/2 FEET WEST OF WEST RAIL, 117 FEET EAST OF
 EV1109'CENTERLINE OF NORTHBOUND LANE OF LA CADENA DRIVE, 4.6 FEET
 EV1109'BELOW TRACKS.
 EV1109
 EV1109                          STATION RECOVERY (1976)
 EV1109
 EV1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV1109'1.65 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EV1109'THE STATION AT COLTON, IN TOP OF THE WEST END OF THE NORTH CONCRETE
 EV1109'ABUTMENT OF A STEEL RAILROAD BRIDGE OVER THE SANTA ANA RIVER, 6.5 FT.
 EV1109'WEST OF THE WEST RAIL.
 EV1109'THE MARK IS 5 FT BELOW TRACK.
 EV1109
 EV1109                          STATION RECOVERY (1978)
 EV1109
 EV1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1109'RECOVERED IN GOOD CONDITION.
 EV1109
 EV1109                          STATION RECOVERY (1988)
 EV1109
 EV1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1788 ***********************************************************************
 EV1788  DESIGNATION -  703 20
 EV1788  PID         -  EV1788
 EV1788  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1788  USGS QUAD   -  CAJON (1996)
 EV1788
 EV1788                         *CURRENT SURVEY CONTROL
 EV1788  ___________________________________________________________________
 EV1788* NAD 83(1986)-  34 16 55.     (N)    117 27 22.     (W)     SCALED    
 EV1788* NAVD 88     -       853.05   (+/-2cm)    2798.7    (feet)  VERTCON   
 EV1788  ___________________________________________________________________
 EV1788  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV1788  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1788
 EV1788.The horizontal coordinates were scaled from a topographic map and have
 EV1788.an estimated accuracy of +/- 6 seconds.
 EV1788
 EV1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1788.The vertical order pertains to the NGVD 29 superseded value.
 EV1788
 EV1788.The geoid height was determined by GEOID03.
 EV1788
 EV1788;                    North         East    Units  Estimated Accuracy
 EV1788;SPC CA 5     -   586,870.    2,050,080.      MT  (+/- 180 meters Scaled)
 EV1788
 EV1788                          SUPERSEDED SURVEY CONTROL
 EV1788
 EV1788  NGVD 29 (??/??/92)  852.228  (m)         2796.02   (f) ADJ UNCH    1 1
 EV1788
 EV1788.Superseded values are not recommended for survey control.
 EV1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1788.See file dsdata.txt to determine how the superseded data were derived.
 EV1788
 EV1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT580935(NAD 83)
 EV1788_MARKER: Z = SEE DESCRIPTION
 EV1788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1788_SP_SET: RETAINING WALL
 EV1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1788
 EV1788  HISTORY     - Date     Condition        Report By
 EV1788  HISTORY     - UNK      MONUMENTED       CA-071
 EV1788  HISTORY     - 1968     GOOD             CA-071
 EV1788
 EV1788                          STATION DESCRIPTION
 EV1788
 EV1788'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1788'1.3 MI S FROM CAJON.
 EV1788'ABOUT 1.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1788'RAILWAY FROM THE STATION AT CAJON, A 3/4-INCH ROUNDHEADED DRIVE
 EV1788'PIN SET IN A CONCRETE RETAINING WALL 88 FEET LONG, 7 1/2 FEET
 EV1788'WEST OF THE WEST RAIL, 44 FEET SOUTH OF THE NORTH END OF THE WALL,
 EV1788'120 FEET SOUTH AND 100 FEET WEST OF A LARGE TRIPLE TRUNK COTTONWOOD
 EV1788'TREE AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1787 ***********************************************************************
 EV1787  DESIGNATION -  703 21
 EV1787  PID         -  EV1787
 EV1787  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1787  USGS QUAD   -  CAJON (1996)
 EV1787
 EV1787                         *CURRENT SURVEY CONTROL
 EV1787  ___________________________________________________________________
 EV1787* NAD 83(1986)-  34 17 28.     (N)    117 27 22.     (W)     SCALED    
 EV1787* NAVD 88     -       873.13   (+/-2cm)    2864.6    (feet)  VERTCON   
 EV1787  ___________________________________________________________________
 EV1787  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV1787  OBS GRAVITY -     979,390.2   (mgal)                       GRAV_OBS
 EV1787
 EV1787  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1787
 EV1787.The horizontal coordinates were scaled from a topographic map and have
 EV1787.an estimated accuracy of +/- 6 seconds.
 EV1787
 EV1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1787.The vertical order pertains to the NGVD 29 superseded value.
 EV1787
 EV1787.The geoid height was determined by GEOID03.
 EV1787.The observed gravity was obtained from relative gravimeter ties
 EV1787.to the IGSN71 gravity network.
 EV1787
 EV1787;                    North         East    Units  Estimated Accuracy
 EV1787;SPC CA 5     -   587,890.    2,050,070.      MT  (+/- 180 meters Scaled)
 EV1787
 EV1787                          SUPERSEDED SURVEY CONTROL
 EV1787
 EV1787  NGVD 29 (??/??/92)  872.310  (m)         2861.90   (f) ADJ UNCH    1 1
 EV1787
 EV1787.Superseded values are not recommended for survey control.
 EV1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1787.See file dsdata.txt to determine how the superseded data were derived.
 EV1787
 EV1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT580945(NAD 83)
 EV1787_MARKER: B = BOLT
 EV1787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1787_SP_SET: BRIDGE
 EV1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1787
 EV1787  HISTORY     - Date     Condition        Report By
 EV1787  HISTORY     - UNK      MONUMENTED       CA-071
 EV1787  HISTORY     - 1968     GOOD             CA-071
 EV1787  HISTORY     - 1978     GOOD             NGS
 EV1787
 EV1787                          STATION DESCRIPTION
 EV1787
 EV1787'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1787'0.8 MI S FROM CAJON.
 EV1787'ABOUT 0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1787'RAILWAY FROM THE STATION AT CAJON, SET IN THE TOP OF THE NORTHWEST
 EV1787'CORNER OF CONCRETE BRIDGE ABUTMENT OF THE NORTH END OF A LARGE
 EV1787'TRESTLE, 8 1/2 FEET WEST OF THE WEST RAIL, 47 FEET WEST AND
 EV1787'17 1/2 FEET NORTH OF A DOUBLE TELEGRAPH POLE NUMBERED E5G, 11 1/2
 EV1787'FEET SOUTH OF NORTH-BOUND SIDING SWITCH, 238 FEET SOUTH OF MILE
 EV1787'POST 63, AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 EV1787
 EV1787                          STATION RECOVERY (1978)
 EV1787
 EV1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2051 ***********************************************************************
 EV2051  DESIGNATION -  703 22
 EV2051  PID         -  EV2051
 EV2051  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2051  USGS QUAD   -  CAJON (1996)
 EV2051
 EV2051                         *CURRENT SURVEY CONTROL
 EV2051  ___________________________________________________________________
 EV2051* NAD 83(1986)-  34 18 30.     (N)    117 28 30.     (W)     SCALED    
 EV2051* NAVD 88     -       935.90   (+/-2cm)    3070.5    (feet)  VERTCON   
 EV2051  ___________________________________________________________________
 EV2051  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EV2051  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2051
 EV2051.The horizontal coordinates were scaled from a topographic map and have
 EV2051.an estimated accuracy of +/- 6 seconds.
 EV2051
 EV2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2051.The vertical order pertains to the NGVD 29 superseded value.
 EV2051
 EV2051.The geoid height was determined by GEOID03.
 EV2051
 EV2051;                    North         East    Units  Estimated Accuracy
 EV2051;SPC CA 5     -   589,790.    2,048,320.      MT  (+/- 180 meters Scaled)
 EV2051
 EV2051                          SUPERSEDED SURVEY CONTROL
 EV2051
 EV2051  NGVD 29 (??/??/92)  935.061  (m)         3067.78   (f) ADJ UNCH    1 1
 EV2051
 EV2051.Superseded values are not recommended for survey control.
 EV2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2051.See file dsdata.txt to determine how the superseded data were derived.
 EV2051
 EV2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT562964(NAD 83)
 EV2051_MARKER: B = BOLT
 EV2051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2051_SP_SET: RETAINING WALL
 EV2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2051
 EV2051  HISTORY     - Date     Condition        Report By
 EV2051  HISTORY     - UNK      MONUMENTED       CA-071
 EV2051  HISTORY     - 1968     GOOD             CA-071
 EV2051  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2051
 EV2051                          STATION DESCRIPTION
 EV2051
 EV2051'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2051'1.1 MI NW FROM CAJON.
 EV2051'ABOUT 1.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 EV2051'FE RAILWAY FROM THE STATION AT CAJON, 3 POLE NORTH OF TELEPHONE
 EV2051'POLE E 54 G, AN EYE-BOLT SET IN CONCRETE FACING OF RETAINING
 EV2051'WALL, 67 FEET NORTHWEST OF THE SOUTHEAST END OF THE WALL, 27
 EV2051'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2.4 FEET BELOW
 EV2051'THE LEVEL OF THE TRACK.
 EV2051
 EV2051                          STATION RECOVERY (1978)
 EV2051
 EV2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2051'WALL NOT FOUND AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3234 ***********************************************************************
 EV3234  DESIGNATION -  703 23 RESET
 EV3234  PID         -  EV3234
 EV3234  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3234  USGS QUAD   -  CAJON (1996)
 EV3234
 EV3234                         *CURRENT SURVEY CONTROL
 EV3234  ___________________________________________________________________
 EV3234* NAD 83(1986)-  34 19 31.     (N)    117 28 34.     (W)     SCALED    
 EV3234* NAVD 88     -      1015.360  (meters)    3331.23   (feet)  ADJUSTED  
 EV3234  ___________________________________________________________________
 EV3234  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV3234  DYNAMIC HT  -        1014.106 (meters)    3327.11  (feet)  COMP
 EV3234  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 EV3234
 EV3234  VERT ORDER  -  FIRST     CLASS I
 EV3234
 EV3234.The horizontal coordinates were scaled from a topographic map and have
 EV3234.an estimated accuracy of +/- 6 seconds.
 EV3234
 EV3234.The orthometric height was determined by differential leveling
 EV3234.and adjusted in June 1991.
 EV3234
 EV3234.The geoid height was determined by GEOID03.
 EV3234
 EV3234.The dynamic height is computed by dividing the NAVD 88
 EV3234.geopotential number by the normal gravity value computed on the
 EV3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3234.degrees latitude (g = 980.6199 gals.).
 EV3234
 EV3234.The modeled gravity was interpolated from observed gravity values.
 EV3234
 EV3234;                    North         East    Units  Estimated Accuracy
 EV3234;SPC CA 5     -   591,670.    2,048,210.      MT  (+/- 180 meters Scaled)
 EV3234
 EV3234                          SUPERSEDED SURVEY CONTROL
 EV3234
 EV3234  NGVD 29 (??/??/92) 1014.525  (m)         3328.49   (f) ADJ UNCH    1 1
 EV3234
 EV3234.Superseded values are not recommended for survey control.
 EV3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3234.See file dsdata.txt to determine how the superseded data were derived.
 EV3234
 EV3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT562983(NAD 83)
 EV3234_MARKER: DB = BENCH MARK DISK
 EV3234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV3234_SP_SET: HEADWALL
 EV3234_STAMPING: 703-23 RESET 1973
 EV3234_MARK LOGO: CA-071
 EV3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3234+STABILITY: SURFACE MOTION
 EV3234
 EV3234  HISTORY     - Date     Condition        Report By
 EV3234  HISTORY     - UNK      MONUMENTED       CA-071
 EV3234  HISTORY     - 1978     GOOD             NGS
 EV3234  HISTORY     - 1983     GOOD             USGS
 EV3234  HISTORY     - 1984     GOOD             NGS
 EV3234  HISTORY     - 1985     GOOD             NGS
 EV3234  HISTORY     - 1987     GOOD             NGS
 EV3234
 EV3234                          STATION DESCRIPTION
 EV3234
 EV3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EV3234'1.3 MI NE FROM CAJON JUNCTION.
 EV3234'1.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EV3234'FROM THE CROSSING OF HIGHWAY 138 AT CAJON JUNCTION, 3.0 MILES NORTH-
 EV3234'EAST OF CAJON, 51 FT. NORTHWEST OF NORTHWEST RAIL, 37.5  FT. NORTHWEST
 EV3234'OF A SILVER COMMUNICATION BOX, 23 FT. EAST OF A UTILITY POLE, SET IN
 EV3234'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A DOUBLE 48-INCH PIPE
 EV3234'CULVERT, 0.9 FT. NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 EV3234
 EV3234                          STATION RECOVERY (1983)
 EV3234
 EV3234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV3234'RECOVERED IN GOOD CONDITION.
 EV3234
 EV3234                          STATION RECOVERY (1984)
 EV3234
 EV3234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV3234'RECOVERED IN GOOD CONDITION.
 EV3234
 EV3234                          STATION RECOVERY (1985)
 EV3234
 EV3234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV3234'RECOVERED IN GOOD CONDITION.
 EV3234
 EV3234                          STATION RECOVERY (1987)
 EV3234
 EV3234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV3234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2085 ***********************************************************************
 EV2085  DESIGNATION -  703 24 A
 EV2085  PID         -  EV2085
 EV2085  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2085  USGS QUAD   -  CAJON (1996)
 EV2085
 EV2085                         *CURRENT SURVEY CONTROL
 EV2085  ___________________________________________________________________
 EV2085* NAD 83(1986)-  34 19 59.     (N)    117 27 11.     (W)     SCALED    
 EV2085* NAVD 88     -      1088.754  (meters)    3572.02   (feet)  ADJUSTED  
 EV2085  ___________________________________________________________________
 EV2085  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV2085  DYNAMIC HT  -        1087.395 (meters)    3567.56  (feet)  COMP
 EV2085  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 EV2085  OBS GRAVITY -     979,350.4   (mgal)                       GRAV_OBS
 EV2085
 EV2085  VERT ORDER  -  FIRST     CLASS I
 EV2085
 EV2085.The horizontal coordinates were scaled from a topographic map and have
 EV2085.an estimated accuracy of +/- 6 seconds.
 EV2085
 EV2085.The orthometric height was determined by differential leveling
 EV2085.and adjusted in June 1991.
 EV2085
 EV2085.The geoid height was determined by GEOID03.
 EV2085
 EV2085.The dynamic height is computed by dividing the NAVD 88
 EV2085.geopotential number by the normal gravity value computed on the
 EV2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2085.degrees latitude (g = 980.6199 gals.).
 EV2085
 EV2085.The modeled gravity was interpolated from observed gravity values.
 EV2085.The observed gravity was obtained from relative gravimeter ties
 EV2085.to the IGSN71 gravity network.
 EV2085
 EV2085;                    North         East    Units  Estimated Accuracy
 EV2085;SPC CA 5     -   592,540.    2,050,330.      MT  (+/- 180 meters Scaled)
 EV2085
 EV2085                          SUPERSEDED SURVEY CONTROL
 EV2085
 EV2085  NGVD 29 (??/??/92) 1087.906  (m)         3569.24   (f) ADJ UNCH    1 1
 EV2085
 EV2085.Superseded values are not recommended for survey control.
 EV2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2085.See file dsdata.txt to determine how the superseded data were derived.
 EV2085
 EV2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT583991(NAD 83)
 EV2085_MARKER: DD = SURVEY DISK
 EV2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2085_SP_SET: CONCRETE POST
 EV2085_STAMPING: 703-24 A 1973
 EV2085_MARK LOGO: CA-071
 EV2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2085+STABILITY: SURFACE MOTION
 EV2085
 EV2085  HISTORY     - Date     Condition        Report By
 EV2085  HISTORY     - 1973     MONUMENTED       CA-071
 EV2085  HISTORY     - 1978     GOOD             NGS
 EV2085  HISTORY     - 1983     GOOD             USGS
 EV2085  HISTORY     - 1984     GOOD             NGS
 EV2085  HISTORY     - 1985     GOOD             NGS
 EV2085  HISTORY     - 1987     GOOD             NGS
 EV2085
 EV2085                          STATION DESCRIPTION
 EV2085
 EV2085'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973
 EV2085'2.1 MI W FROM SUMMIT.
 EV2085'2.1 MILES WEST ALONG THE A.T. AND S.F. RAILWAY FROM THE SUMMIT POST
 EV2085'OFFICE, SET BRASS DISK IN 8 IN. CONCRETE MONUMENT, 97 FT. EAST OF
 EV2085'MILE POST 58, 297 FT. EAST OF DIRT ROAD AND GRAVEL OVERCROSSING, 28
 EV2085'FT. NORTH OF NORTH RAIL OF SOUTHBOUND TRACKS, 6 FT. NORTH OF EDGE
 EV2085'OF BANK, 3 FT. NORTHEAST OF 4-IN. BY 4-IN. WHITE WITNESS POST AND
 EV2085'0.4 FT. ABOVE R. R. TRACKS.
 EV2085
 EV2085                          STATION RECOVERY (1978)
 EV2085
 EV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2085'2.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EV2085'THE STATION AT SUMMIT, AT MILE POST 58, ABOUT 250 FT. NORTHEAST OF A
 EV2085'PRIVATE ROAD CROSSING, 97 FT. NORTHEAST ALONG THE TRACKS FROM THE
 EV2085'MILE POST, 27.4 FT. NORTHWEST OF THE NORTHWEST RAIL.
 EV2085
 EV2085                          STATION RECOVERY (1983)
 EV2085
 EV2085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV2085'RECOVERED IN GOOD CONDITION.
 EV2085
 EV2085                          STATION RECOVERY (1984)
 EV2085
 EV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV2085'RECOVERED IN GOOD CONDITION.
 EV2085
 EV2085                          STATION RECOVERY (1985)
 EV2085
 EV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV2085'RECOVERED IN GOOD CONDITION.
 EV2085
 EV2085                          STATION RECOVERY (1987)
 EV2085
 EV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2095 ***********************************************************************
 EV2095  DESIGNATION -  703 26 A
 EV2095  PID         -  EV2095
 EV2095  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2095  USGS QUAD   -  CAJON (1996)
 EV2095
 EV2095                         *CURRENT SURVEY CONTROL
 EV2095  ___________________________________________________________________
 EV2095* NAD 83(1986)-  34 19 45.     (N)    117 25 27.     (W)     SCALED    
 EV2095* NAVD 88     -      1174.69   (+/-2cm)    3854.0    (feet)  VERTCON   
 EV2095  ___________________________________________________________________
 EV2095  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2095  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2095
 EV2095.The horizontal coordinates were scaled from a topographic map and have
 EV2095.an estimated accuracy of +/- 6 seconds.
 EV2095
 EV2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2095.The vertical order pertains to the NGVD 29 superseded value.
 EV2095
 EV2095.The geoid height was determined by GEOID03.
 EV2095
 EV2095;                    North         East    Units  Estimated Accuracy
 EV2095;SPC CA 5     -   592,130.    2,052,990.      MT  (+/- 180 meters Scaled)
 EV2095
 EV2095                          SUPERSEDED SURVEY CONTROL
 EV2095
 EV2095  NGVD 29 (??/??/92) 1173.82   (m)         3851.1    (f) COMPUTED    1 1
 EV2095
 EV2095.Superseded values are not recommended for survey control.
 EV2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2095.See file dsdata.txt to determine how the superseded data were derived.
 EV2095
 EV2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT609987(NAD 83)
 EV2095_MARKER: DB = BENCH MARK DISK
 EV2095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2095_SP_SET: CONCRETE BASE
 EV2095_STAMPING: 703-26 A 1973
 EV2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2095
 EV2095  HISTORY     - Date     Condition        Report By
 EV2095  HISTORY     - 1973     MONUMENTED       CA-071
 EV2095
 EV2095                          STATION DESCRIPTION
 EV2095
 EV2095'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973
 EV2095'IN SUMMIT.
 EV2095'AT SUMMIT 0.1 MILE NORTH OF SUMMIT POST OFFICE, 141 FT. EAST POST
 EV2095'OFFICE RD. AND GRAVEL CROSSING OVER THE S.P. TRACKS, 9.1 FT. NORTH
 EV2095'OF NORTH RAIL OF S.P. TRACKS, 64 FT. NORTH OF SIGNAL STAND, 55.5 FT.
 EV2095'NORTHEAST OF PP NO1933874E, SET BRASS DISK IN SOUTHWEST CORNER OF 8-FT
 EV2095'BY 10-FT. CONCRETE SLAB FOR SMALL WATER TANK AND 1.5 FT. ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2092 ***********************************************************************
 EV2092  DESIGNATION -  703 26 B
 EV2092  PID         -  EV2092
 EV2092  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2092  USGS QUAD   -  CAJON (1996)
 EV2092
 EV2092                         *CURRENT SURVEY CONTROL
 EV2092  ___________________________________________________________________
 EV2092* NAD 83(1986)-  34 19 36.     (N)    117 25 23.     (W)     SCALED    
 EV2092* NAVD 88     -      1151.223  (meters)    3776.97   (feet)  READJUSTED
 EV2092  ___________________________________________________________________
 EV2092  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2092  DYNAMIC HT  -        1149.770 (meters)    3772.20  (feet)  COMP
 EV2092  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 EV2092
 EV2092  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 EV2092
 EV2092.The horizontal coordinates were scaled from a topographic map and have
 EV2092.an estimated accuracy of +/- 6 seconds.
 EV2092
 EV2092.The orthometric height was determined by differential leveling
 EV2092.and adjusted in February 1993.
 EV2092.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 EV2092.distribution rate of 4.1 thru 8.0 mm/km.
 EV2092.The height was derived from older observations constrained to new
 EV2092.heights in a crustal motion area.  The height is approximate in
 EV2092.relation to other heights in its vicinity.
 EV2092
 EV2092.The geoid height was determined by GEOID03.
 EV2092
 EV2092.The dynamic height is computed by dividing the NAVD 88
 EV2092.geopotential number by the normal gravity value computed on the
 EV2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2092.degrees latitude (g = 980.6199 gals.).
 EV2092
 EV2092.The modeled gravity was interpolated from observed gravity values.
 EV2092
 EV2092;                    North         East    Units  Estimated Accuracy
 EV2092;SPC CA 5     -   591,850.    2,053,090.      MT  (+/- 180 meters Scaled)
 EV2092
 EV2092                          SUPERSEDED SURVEY CONTROL
 EV2092
 EV2092  NGVD 29 (??/??/92) 1150.342  (m)         3774.08   (f) ADJ UNCH    1 1
 EV2092
 EV2092.Superseded values are not recommended for survey control.
 EV2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2092.See file dsdata.txt to determine how the superseded data were derived.
 EV2092
 EV2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT610984(NAD 83)
 EV2092_MARKER: DD = SURVEY DISK
 EV2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2092_SP_SET: CONCRETE POST
 EV2092_STAMPING: 703-26 B 1973
 EV2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2092+STABILITY: SURFACE MOTION
 EV2092
 EV2092  HISTORY     - Date     Condition        Report By
 EV2092  HISTORY     - 1973     MONUMENTED       CA-071
 EV2092  HISTORY     - 1978     GOOD             NGS
 EV2092
 EV2092                          STATION DESCRIPTION
 EV2092
 EV2092'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973
 EV2092'IN SUMMIT.
 EV2092'AT SUMMIT 500+ FT. SOUTH OF POST OFFICE, 106 FT. WEST OF SUMMIT POST
 EV2092'OFFICE RD., SET BRASS DISK IN 8-IN. CONCRETE MONUMENT BETWEEN POWER
 EV2092'POLE NO1933898E AND A METER POLE, 5 FT. EAST OF POWER POLE NO1933898E
 EV2092'(TRANSFORMER POLE), 48.8 FT. NORTH OF NORTH RAIL OF EAST BOUND TRACKS
 EV2092'AND 1.3 FT. BELOW TRACKS.
 EV2092
 EV2092                          STATION RECOVERY (1978)
 EV2092
 EV2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2092'0.10 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EV2092'FROM THE STATION AT SUMMIT, 150 FT. SOUTHWEST OF THE CENTER LINE OF
 EV2092'DIRT ROAD, 60 FT. NORTHWEST OF NORTHWEST RAIL, 6 FT. EAST OF TELE-
 EV2092'PHONE POLE 1933898E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2098 ***********************************************************************
 EV2098  DESIGNATION -  703 27 RESET
 EV2098  PID         -  EV2098
 EV2098  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2098  USGS QUAD   -  CAJON (1996)
 EV2098
 EV2098                         *CURRENT SURVEY CONTROL
 EV2098  ___________________________________________________________________
 EV2098* NAD 83(1986)-  34 19 47.     (N)    117 24 57.     (W)     SCALED    
 EV2098* NAVD 88     -      1150.81   (+/-2cm)    3775.6    (feet)  VERTCON   
 EV2098  ___________________________________________________________________
 EV2098  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2098  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2098
 EV2098.The horizontal coordinates were scaled from a topographic map and have
 EV2098.an estimated accuracy of +/- 6 seconds.
 EV2098
 EV2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2098.The vertical order pertains to the NGVD 29 superseded value.
 EV2098
 EV2098.The geoid height was determined by GEOID03.
 EV2098
 EV2098;                    North         East    Units  Estimated Accuracy
 EV2098;SPC CA 5     -   592,190.    2,053,760.      MT  (+/- 180 meters Scaled)
 EV2098
 EV2098                          SUPERSEDED SURVEY CONTROL
 EV2098
 EV2098  NGVD 29 (??/??/92) 1149.94   (m)         3772.8    (f) COMPUTED    1 1
 EV2098
 EV2098.Superseded values are not recommended for survey control.
 EV2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2098.See file dsdata.txt to determine how the superseded data were derived.
 EV2098
 EV2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT617987(NAD 83)
 EV2098_MARKER: Z = SEE DESCRIPTION
 EV2098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2098_STAMPING: RESET 703-27 1973
 EV2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2098
 EV2098  HISTORY     - Date     Condition        Report By
 EV2098  HISTORY     - 1973     MONUMENTED       CA-071
 EV2098
 EV2098                          STATION DESCRIPTION
 EV2098
 EV2098'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973
 EV2098'0.45 MI. NW FROM SUMMIT.
 EV2098'0.45 MILE NORTHEAST ALONG A.T. AND S.F. RAILWAY FROM THE SUMMIT POST
 EV2098'OFFICE, 465 FT. NORTHEAST OF W SIGN, 7 FT. NORTHEAST OF TOE OF LARGE
 EV2098'CUT ON NORTHWEST SIDE OF EASTBOUND TRACK, 5.6 FT. NORTHWEST OF NORTH-
 EV2098'WEST RAIL OF EASTBOUND TRACKS, 4 FT. NORTHWEST OF N+F IN R.R. TIE,
 EV2098'1.8 FT. BELOW R.R. TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2102 ***********************************************************************
 EV2102  DESIGNATION -  703 28 RESET
 EV2102  PID         -  EV2102
 EV2102  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2102  USGS QUAD   -  CAJON (1996)
 EV2102
 EV2102                         *CURRENT SURVEY CONTROL
 EV2102  ___________________________________________________________________
 EV2102* NAD 83(1986)-  34 19 54.     (N)    117 24 34.     (W)     SCALED    
 EV2102* NAVD 88     -      1150.90   (+/-2cm)    3775.9    (feet)  VERTCON   
 EV2102  ___________________________________________________________________
 EV2102  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2102  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2102
 EV2102.The horizontal coordinates were scaled from a topographic map and have
 EV2102.an estimated accuracy of +/- 6 seconds.
 EV2102
 EV2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2102.The vertical order pertains to the NGVD 29 superseded value.
 EV2102
 EV2102.The geoid height was determined by GEOID03.
 EV2102
 EV2102;                    North         East    Units  Estimated Accuracy
 EV2102;SPC CA 5     -   592,410.    2,054,340.      MT  (+/- 180 meters Scaled)
 EV2102
 EV2102                          SUPERSEDED SURVEY CONTROL
 EV2102
 EV2102  NGVD 29 (??/??/92) 1150.02   (m)         3773.0    (f) COMPUTED    1 1
 EV2102
 EV2102.Superseded values are not recommended for survey control.
 EV2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2102.See file dsdata.txt to determine how the superseded data were derived.
 EV2102
 EV2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT623990(NAD 83)
 EV2102_MARKER: Z = SEE DESCRIPTION
 EV2102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2102_STAMPING: 703-28 RESET 1973
 EV2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2102
 EV2102  HISTORY     - Date     Condition        Report By
 EV2102  HISTORY     - 1973     MONUMENTED       CA-071
 EV2102
 EV2102                          STATION DESCRIPTION
 EV2102
 EV2102'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973
 EV2102'0.9 MI. NE FROM SUMMIT.
 EV2102'0.9 MILE NORTHEAST ALONG A.T. AND S.F. RAILWAY FROM SUMMIT POST OFFICE
 EV2102', 326 FT. NORTHEAST OF MILE POST 55, SET 1-IN IRON PIPE IN CONCRETE
 EV2102'AND WIRED BENCH MARK TAAG TO IT, 7 FT. EAST OF EAST TRACK OF EAST
 EV2102'BOUND TRACKS, 11.5 FT. WEST OF CENTERLINE OF DUTFLOW OF 15-IN. CMP
 EV2102'AINPIPE AND 1.9 FT. BELOW TOP OF RAIL, 6 FT. EAST OF N+F IN R.R. TIE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2116 ***********************************************************************
 EV2116  DESIGNATION -  703 29 A
 EV2116  PID         -  EV2116
 EV2116  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2116  USGS QUAD   -  CAJON (1996)
 EV2116
 EV2116                         *CURRENT SURVEY CONTROL
 EV2116  ___________________________________________________________________
 EV2116* NAD 83(1986)-  34 21 00.     (N)    117 23 05.     (W)     SCALED    
 EV2116* NAVD 88     -      1114.42   (+/-2cm)    3656.2    (feet)  VERTCON   
 EV2116  ___________________________________________________________________
 EV2116  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2116  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2116
 EV2116.The horizontal coordinates were scaled from a topographic map and have
 EV2116.an estimated accuracy of +/- 6 seconds.
 EV2116
 EV2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2116.The vertical order pertains to the NGVD 29 superseded value.
 EV2116
 EV2116.The geoid height was determined by GEOID03.
 EV2116
 EV2116;                    North         East    Units  Estimated Accuracy
 EV2116;SPC CA 5     -   594,460.    2,056,610.      MT  (+/- 180 meters Scaled)
 EV2116
 EV2116                          SUPERSEDED SURVEY CONTROL
 EV2116
 EV2116  NGVD 29 (??/??/92) 1113.53   (m)         3653.3    (f) COMPUTED    1 1
 EV2116
 EV2116.Superseded values are not recommended for survey control.
 EV2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2116.See file dsdata.txt to determine how the superseded data were derived.
 EV2116
 EV2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU646010(NAD 83)
 EV2116_MARKER: DD = SURVEY DISK
 EV2116_SETTING: 0 = UNSPECIFIED SETTING
 EV2116_STAMPING: 703-29 A 1973
 EV2116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2116
 EV2116  HISTORY     - Date     Condition        Report By
 EV2116  HISTORY     - 1973     MONUMENTED       CA-071
 EV2116
 EV2116                          STATION DESCRIPTION
 EV2116
 EV2116'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973
 EV2116'2.9 MI. NE FROM SUMMIT.
 EV2116'2.9 MILES NORTHEAST ALONG A.T. AND S.F. RAILWAY FROM THE SUMMIT POST
 EV2116'OFFICE, 2.8 MILES SOUTHWEST OF LUGO SIDING, 5 FT. EAST OF OLD MILE
 EV2116'POST 88, 103 FT. WEST OF NEW MILE POST 53, 40.6 FT. NORTH OF NORTH
 EV2116'RAIL OF EASTBOUND TRACKS, 4 FT. WEST OF 4-IN. BY 4-IN. WHITE WITNESS
 EV2116'POST AND 2 FT. BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1106 ***********************************************************************
 EV1106  DESIGNATION -  703 3
 EV1106  PID         -  EV1106
 EV1106  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1106  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1106
 EV1106                         *CURRENT SURVEY CONTROL
 EV1106  ___________________________________________________________________
 EV1106* NAD 83(1986)-  34 03 37.     (N)    117 19 44.     (W)     SCALED    
 EV1106* NAVD 88     -       290.846  (meters)     954.22   (feet)  ADJUSTED  
 EV1106  ___________________________________________________________________
 EV1106  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EV1106  DYNAMIC HT  -         290.522 (meters)     953.15  (feet)  COMP
 EV1106  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 EV1106
 EV1106  VERT ORDER  -  FIRST     CLASS I
 EV1106
 EV1106.The horizontal coordinates were scaled from a topographic map and have
 EV1106.an estimated accuracy of +/- 6 seconds.
 EV1106
 EV1106.The orthometric height was determined by differential leveling
 EV1106.and adjusted in June 1991.
 EV1106
 EV1106.The geoid height was determined by GEOID03.
 EV1106
 EV1106.The dynamic height is computed by dividing the NAVD 88
 EV1106.geopotential number by the normal gravity value computed on the
 EV1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1106.degrees latitude (g = 980.6199 gals.).
 EV1106
 EV1106.The modeled gravity was interpolated from observed gravity values.
 EV1106
 EV1106;                    North         East    Units  Estimated Accuracy
 EV1106;SPC CA 5     -   562,360.    2,061,960.      MT  (+/- 180 meters Scaled)
 EV1106
 EV1106                          SUPERSEDED SURVEY CONTROL
 EV1106
 EV1106  NGVD 29 (??/??/92)  290.069  (m)          951.67   (f) ADJ UNCH    1 1
 EV1106
 EV1106.Superseded values are not recommended for survey control.
 EV1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1106.See file dsdata.txt to determine how the superseded data were derived.
 EV1106
 EV1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT696688(NAD 83)
 EV1106_MARKER: DB = BENCH MARK DISK
 EV1106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EV1106_SP_SET: CULVERT HEADWALL
 EV1106_STAMPING: 703-3 1968
 EV1106_MARK LOGO: CA-071
 EV1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1106+STABILITY: SURFACE MOTION
 EV1106
 EV1106  HISTORY     - Date     Condition        Report By
 EV1106  HISTORY     - 1968     MONUMENTED       CA-071
 EV1106  HISTORY     - 1969     GOOD             CA-071
 EV1106  HISTORY     - 1978     GOOD             NGS
 EV1106  HISTORY     - 1988     GOOD             NGS
 EV1106
 EV1106                          STATION DESCRIPTION
 EV1106
 EV1106'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV1106'0.6 MI S FROM COLTON.
 EV1106'.55 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1106'STATION IN COLTON AT WEST END OF O STREET AND EAST SIDE OF SIDE
 EV1106'TRACK, SET BRASS DISK IN TOP AND CENTER OF CONCRETE HEADWALL FOR
 EV1106'A 30 INCH DIAMETER CONCRETE CULVERT, 14 1/2 FEET EAST OF EAST
 EV1106'SIDE OF TRACK, 44 FEET WEST OF CENTERLINE 6TH STREET, 15 FEET
 EV1106'SOUTH OF CENTERLINE O STREET, 19 FEET NORTH AND 4 FEET WEST OF
 EV1106'NORTHWEST CORNER OF THE LA ESPERANZA STORE AND 4 1/2 FEET BELOW
 EV1106'THE TRACKS.
 EV1106
 EV1106                          STATION RECOVERY (1978)
 EV1106
 EV1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1106'RECOVERED IN GOOD CONDITION.
 EV1106
 EV1106                          STATION RECOVERY (1988)
 EV1106
 EV1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EV1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1564 ***********************************************************************
 EV1564  DESIGNATION -  703 30
 EV1564  PID         -  EV1564
 EV1564  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1564  USGS QUAD   -  SILVERWOOD LAKE (1996)
 EV1564
 EV1564                         *CURRENT SURVEY CONTROL
 EV1564  ___________________________________________________________________
 EV1564* NAD 83(1986)-  34 21 13.     (N)    117 22 31.     (W)     SCALED    
 EV1564* NAVD 88     -      1099.574  (meters)    3607.52   (feet)  READJUSTED
 EV1564  ___________________________________________________________________
 EV1564  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1564  DYNAMIC HT  -        1098.190 (meters)    3602.98  (feet)  COMP
 EV1564  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 EV1564
 EV1564  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV1564
 EV1564.The horizontal coordinates were scaled from a topographic map and have
 EV1564.an estimated accuracy of +/- 6 seconds.
 EV1564
 EV1564.The orthometric height was determined by differential leveling
 EV1564.and adjusted in February 1993.
 EV1564.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV1564.distribution rate of 2.1 thru 3.0 mm/km.
 EV1564.The height was derived from older observations constrained to new
 EV1564.heights in a crustal motion area.  The height is approximate in
 EV1564.relation to other heights in its vicinity.
 EV1564
 EV1564.The geoid height was determined by GEOID03.
 EV1564
 EV1564.The dynamic height is computed by dividing the NAVD 88
 EV1564.geopotential number by the normal gravity value computed on the
 EV1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1564.degrees latitude (g = 980.6199 gals.).
 EV1564
 EV1564.The modeled gravity was interpolated from observed gravity values.
 EV1564
 EV1564;                    North         East    Units  Estimated Accuracy
 EV1564;SPC CA 5     -   594,870.    2,057,470.      MT  (+/- 180 meters Scaled)
 EV1564
 EV1564                          SUPERSEDED SURVEY CONTROL
 EV1564
 EV1564  NGVD 29 (??/??/92) 1098.692  (m)         3604.63   (f) ADJ UNCH    1 1
 EV1564
 EV1564.Superseded values are not recommended for survey control.
 EV1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1564.See file dsdata.txt to determine how the superseded data were derived.
 EV1564
 EV1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU654014(NAD 83)
 EV1564_MARKER: S = SPIKE
 EV1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1564_SP_SET: TELEGRAPH POLE
 EV1564_STAMPING: 703-30 1968
 EV1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1564
 EV1564  HISTORY     - Date     Condition        Report By
 EV1564  HISTORY     - 1968     MONUMENTED       CA-071
 EV1564  HISTORY     - 1978     GOOD             NGS
 EV1564
 EV1564                          STATION DESCRIPTION
 EV1564
 EV1564'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1564'2.2 MI SW FROM LUGO SIDING.
 EV1564'2.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1564'RAILWAY FROM THE SIDING SIGN AT LUGO SIDING, SET R.R. SPIKE
 EV1564'IN TELEGRAPH POLE (NO NUMBER) ON NORTH BURM OF BLADED DIRT ROAD,
 EV1564'90 FEET EAST OF RAILROAD SIGN 45ATS, 41 FEET NORTH OF NORTH
 EV1564'RAIL OF NORTH TRACK, 2 TELEGRAPH POLES WEST OF POLE E61 (WHICH
 EV1564'IS ACROSS THE TRACKS FROM SIGNAL BOX) AND 0.3 FEET HIGHER THAN
 EV1564'RAILROAD TRACKS.
 EV1564
 EV1564                          STATION RECOVERY (1978)
 EV1564
 EV1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1566 ***********************************************************************
 EV1566  DESIGNATION -  703 31
 EV1566  PID         -  EV1566
 EV1566  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1566  USGS QUAD   -  SILVERWOOD LAKE (1996)
 EV1566
 EV1566                         *CURRENT SURVEY CONTROL
 EV1566  ___________________________________________________________________
 EV1566* NAD 83(1986)-  34 21 37.     (N)    117 21 53.     (W)     SCALED    
 EV1566* NAVD 88     -      1080.430  (meters)    3544.71   (feet)  READJUSTED
 EV1566  ___________________________________________________________________
 EV1566  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1566  DYNAMIC HT  -        1079.070 (meters)    3540.25  (feet)  COMP
 EV1566  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 EV1566
 EV1566  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1566
 EV1566.The horizontal coordinates were scaled from a topographic map and have
 EV1566.an estimated accuracy of +/- 6 seconds.
 EV1566
 EV1566.The orthometric height was determined by differential leveling
 EV1566.and adjusted in February 1993.
 EV1566.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1566.distribution rate of 0.0 thru 1.0 mm/km.
 EV1566.The height was derived from older observations constrained to new
 EV1566.heights in a crustal motion area.  The height is approximate in
 EV1566.relation to other heights in its vicinity.
 EV1566
 EV1566.The geoid height was determined by GEOID03.
 EV1566
 EV1566.The dynamic height is computed by dividing the NAVD 88
 EV1566.geopotential number by the normal gravity value computed on the
 EV1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1566.degrees latitude (g = 980.6199 gals.).
 EV1566
 EV1566.The modeled gravity was interpolated from observed gravity values.
 EV1566
 EV1566;                    North         East    Units  Estimated Accuracy
 EV1566;SPC CA 5     -   595,610.    2,058,440.      MT  (+/- 180 meters Scaled)
 EV1566
 EV1566                          SUPERSEDED SURVEY CONTROL
 EV1566
 EV1566  NGVD 29 (??/??/92) 1079.549  (m)         3541.82   (f) ADJ UNCH    1 1
 EV1566
 EV1566.Superseded values are not recommended for survey control.
 EV1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1566.See file dsdata.txt to determine how the superseded data were derived.
 EV1566
 EV1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU664021(NAD 83)
 EV1566_MARKER: S = SPIKE
 EV1566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1566_SP_SET: TELEGRAPH POLE
 EV1566_STAMPING: SBCO SURV 703-31 1968
 EV1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1566
 EV1566  HISTORY     - Date     Condition        Report By
 EV1566  HISTORY     - 1968     MONUMENTED       CA-071
 EV1566  HISTORY     - 1978     GOOD             NGS
 EV1566  HISTORY     - 1983     POOR             USGS
 EV1566
 EV1566                          STATION DESCRIPTION
 EV1566
 EV1566'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1566'1.4 MI SW FROM LUGO SIDING.
 EV1566'1.4 MILES SOUTHWEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 EV1566'SET R.R. SPIKE IN TELEGRAPH POLE (NO NUMBER) 62 FT. NORTH OF NORTH
 EV1566'RAIL OF NORTH TRACK, 18 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE,
 EV1566'TELEGRAPH POLE VERY NORTH-SOUTH SECTION LINE AND 5.4 FT. HIGHER
 EV1566'THAN RAILROAD TRACK.  ON LINE WITH POWER POLES TO NORTH.
 EV1566
 EV1566                          STATION RECOVERY (1978)
 EV1566
 EV1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1566'RECOVERED IN GOOD CONDITION.
 EV1566
 EV1566                          STATION RECOVERY (1983)
 EV1566
 EV1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV1566'RECOVERED IN POOR CONDITION.  THE RAILROAD SPIKE WAS FOUND DRIVEN
 EV1566'FLUSH INTO POLE.  REPORTED 5 JULY 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1570 ***********************************************************************
 EV1570  DESIGNATION -  703 32
 EV1570  PID         -  EV1570
 EV1570  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1570  USGS QUAD   -  SILVERWOOD LAKE (1996)
 EV1570
 EV1570                         *CURRENT SURVEY CONTROL
 EV1570  ___________________________________________________________________
 EV1570* NAD 83(1986)-  34 22 13.     (N)    117 19 58.     (W)     SCALED    
 EV1570* NAVD 88     -      1043.77   (+/-2cm)    3424.4    (feet)  VERTCON   
 EV1570  ___________________________________________________________________
 EV1570  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV1570  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1570
 EV1570.The horizontal coordinates were scaled from a topographic map and have
 EV1570.an estimated accuracy of +/- 6 seconds.
 EV1570
 EV1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1570.The vertical order pertains to the NGVD 29 superseded value.
 EV1570
 EV1570.The geoid height was determined by GEOID03.
 EV1570
 EV1570;                    North         East    Units  Estimated Accuracy
 EV1570;SPC CA 5     -   596,740.    2,061,370.      MT  (+/- 180 meters Scaled)
 EV1570
 EV1570                          SUPERSEDED SURVEY CONTROL
 EV1570
 EV1570  NGVD 29 (??/??/92) 1042.90   (m)         3421.6    (f) COMPUTED    1 1
 EV1570
 EV1570.Superseded values are not recommended for survey control.
 EV1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1570.See file dsdata.txt to determine how the superseded data were derived.
 EV1570
 EV1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU694032(NAD 83)
 EV1570_MARKER: DD = SURVEY DISK
 EV1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1570_SP_SET: CONCRETE BASE
 EV1570_STAMPING: 703-32 1968
 EV1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1570
 EV1570  HISTORY     - Date     Condition        Report By
 EV1570  HISTORY     - 1968     MONUMENTED       CA-071
 EV1570  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV1570
 EV1570                          STATION DESCRIPTION
 EV1570
 EV1570'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1570'0.5 MI NE FROM LUGO SIDING.
 EV1570'0.5 MILE NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 EV1570'RAILWAY FROM THE SIDING SIGN AT LUGO SIDING, SET BRASS DISK
 EV1570'IN SOUTHWEST CORNER OF 31 INCH BY 37 INCH CONCRETE BASE FOR
 EV1570'SIGNAL TOWER NO. 491, 7.3 EAST OF EAST RAIL AND 1.5 FEET ABOVE
 EV1570'TRACK.
 EV1570
 EV1570                          STATION RECOVERY (1978)
 EV1570
 EV1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1447 ***********************************************************************
 EV1447  DESIGNATION -  703 33
 EV1447  PID         -  EV1447
 EV1447  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1447  USGS QUAD   -  HESPERIA (1980)
 EV1447
 EV1447                         *CURRENT SURVEY CONTROL
 EV1447  ___________________________________________________________________
 EV1447* NAD 83(1986)-  34 22 37.     (N)    117 19 04.     (W)     SCALED    
 EV1447* NAVD 88     -      1031.385  (meters)    3383.80   (feet)  READJUSTED
 EV1447  ___________________________________________________________________
 EV1447  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV1447  DYNAMIC HT  -        1030.100 (meters)    3379.59  (feet)  COMP
 EV1447  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 EV1447
 EV1447  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV1447
 EV1447.The horizontal coordinates were scaled from a topographic map and have
 EV1447.an estimated accuracy of +/- 6 seconds.
 EV1447
 EV1447.The orthometric height was determined by differential leveling
 EV1447.and adjusted in February 1993.
 EV1447.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV1447.distribution rate of 2.1 thru 3.0 mm/km.
 EV1447.The height was derived from older observations constrained to new
 EV1447.heights in a crustal motion area.  The height is approximate in
 EV1447.relation to other heights in its vicinity.
 EV1447
 EV1447.The geoid height was determined by GEOID03.
 EV1447
 EV1447.The dynamic height is computed by dividing the NAVD 88
 EV1447.geopotential number by the normal gravity value computed on the
 EV1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1447.degrees latitude (g = 980.6199 gals.).
 EV1447
 EV1447.The modeled gravity was interpolated from observed gravity values.
 EV1447
 EV1447;                    North         East    Units  Estimated Accuracy
 EV1447;SPC CA 5     -   597,490.    2,062,740.      MT  (+/- 180 meters Scaled)
 EV1447
 EV1447                          SUPERSEDED SURVEY CONTROL
 EV1447
 EV1447  NGVD 29 (??/??/92) 1030.515  (m)         3380.95   (f) ADJ UNCH    1 1
 EV1447
 EV1447.Superseded values are not recommended for survey control.
 EV1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1447.See file dsdata.txt to determine how the superseded data were derived.
 EV1447
 EV1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU707039(NAD 83)
 EV1447_MARKER: S = SPIKE
 EV1447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1447_SP_SET: TELEGRAPH POLE
 EV1447_STAMPING: 703-33 1968
 EV1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1447
 EV1447  HISTORY     - Date     Condition        Report By
 EV1447  HISTORY     - 1968     MONUMENTED       CA-071
 EV1447  HISTORY     - 1978     GOOD             NGS
 EV1447
 EV1447                          STATION DESCRIPTION
 EV1447
 EV1447'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1447'1.6 MI NE FROM LUGO SIDING.
 EV1447'1.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1447'RAILWAY FROM THE SIDING SIGN AT THE LUGO SIDING, SET STAMPED
 EV1447'RAILROAD SPIKE IN TELEGRAPH POLE NO. 31G, 20.0 FEET NORTHWEST
 EV1447'OF NORTHWEST RAIL OF NORTHWEST TRACKS AND 3.5 FEET BELOW TRACKS,
 EV1447'16 POLES NORTHEASTERLY OF MILE POST 49.
 EV1447
 EV1447                          STATION RECOVERY (1978)
 EV1447
 EV1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1445 ***********************************************************************
 EV1445  DESIGNATION -  703 34
 EV1445  PID         -  EV1445
 EV1445  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1445  USGS QUAD   -  HESPERIA (1980)
 EV1445
 EV1445                         *CURRENT SURVEY CONTROL
 EV1445  ___________________________________________________________________
 EV1445* NAD 83(1986)-  34 22 49.     (N)    117 18 53.     (W)     SCALED    
 EV1445* NAVD 88     -      1025.331  (meters)    3363.94   (feet)  READJUSTED
 EV1445  ___________________________________________________________________
 EV1445  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV1445  DYNAMIC HT  -        1024.060 (meters)    3359.77  (feet)  COMP
 EV1445  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 EV1445  OBS GRAVITY -     979,350.2   (mgal)                       GRAV_OBS
 EV1445
 EV1445  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV1445
 EV1445.The horizontal coordinates were scaled from a topographic map and have
 EV1445.an estimated accuracy of +/- 6 seconds.
 EV1445
 EV1445.The orthometric height was determined by differential leveling
 EV1445.and adjusted in February 1993.
 EV1445.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV1445.distribution rate of 2.1 thru 3.0 mm/km.
 EV1445.The height was derived from older observations constrained to new
 EV1445.heights in a crustal motion area.  The height is approximate in
 EV1445.relation to other heights in its vicinity.
 EV1445
 EV1445.The geoid height was determined by GEOID03.
 EV1445
 EV1445.The dynamic height is computed by dividing the NAVD 88
 EV1445.geopotential number by the normal gravity value computed on the
 EV1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1445.degrees latitude (g = 980.6199 gals.).
 EV1445
 EV1445.The modeled gravity was interpolated from observed gravity values.
 EV1445.The observed gravity was obtained from relative gravimeter ties
 EV1445.to the IGSN71 gravity network.
 EV1445
 EV1445;                    North         East    Units  Estimated Accuracy
 EV1445;SPC CA 5     -   597,860.    2,063,020.      MT  (+/- 180 meters Scaled)
 EV1445
 EV1445                          SUPERSEDED SURVEY CONTROL
 EV1445
 EV1445  NGVD 29 (??/??/92) 1024.460  (m)         3361.08   (f) ADJ UNCH    1 1
 EV1445
 EV1445.Superseded values are not recommended for survey control.
 EV1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1445.See file dsdata.txt to determine how the superseded data were derived.
 EV1445
 EV1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU710043(NAD 83)
 EV1445_MARKER: DD = SURVEY DISK
 EV1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1445_SP_SET: CONCRETE BASE
 EV1445_STAMPING: 703-34 1968
 EV1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1445
 EV1445  HISTORY     - Date     Condition        Report By
 EV1445  HISTORY     - 1968     MONUMENTED       CA-071
 EV1445  HISTORY     - 1978     GOOD             NGS
 EV1445
 EV1445                          STATION DESCRIPTION
 EV1445
 EV1445'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1445'1.9 MI NE FROM LUGO SIDING.
 EV1445'1.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1445'RAILWAY FROM THE SIDING SIGN AT LUGO SIDING, SET BRASS DISK IN
 EV1445'30 INCHES X 30 INCHES CONCRETE BASE OF SIGNAL TOWER NUMBER 482
 EV1445'9.2 FEET NORTHWEST OF NORTHWEST RAIL OF THE SOUTHEAST TRACKS
 EV1445'27 POLES NORTHEASTERLY OF MILE POLE 49 AND 0.3 FEET ABOVE THE
 EV1445'TRACK.
 EV1445
 EV1445                          STATION RECOVERY (1978)
 EV1445
 EV1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1442 ***********************************************************************
 EV1442  DESIGNATION -  703 35
 EV1442  PID         -  EV1442
 EV1442  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1442  USGS QUAD   -  HESPERIA (1980)
 EV1442
 EV1442                         *CURRENT SURVEY CONTROL
 EV1442  ___________________________________________________________________
 EV1442* NAD 83(1986)-  34 23 30.     (N)    117 18 31.     (W)     SCALED    
 EV1442* NAVD 88     -      1013.958  (meters)    3326.63   (feet)  READJUSTED
 EV1442  ___________________________________________________________________
 EV1442  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV1442  DYNAMIC HT  -        1012.690 (meters)    3322.47  (feet)  COMP
 EV1442  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 EV1442
 EV1442  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV1442
 EV1442.The horizontal coordinates were scaled from a topographic map and have
 EV1442.an estimated accuracy of +/- 6 seconds.
 EV1442
 EV1442.The orthometric height was determined by differential leveling
 EV1442.and adjusted in February 1993.
 EV1442.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV1442.distribution rate of 2.1 thru 3.0 mm/km.
 EV1442.The height was derived from older observations constrained to new
 EV1442.heights in a crustal motion area.  The height is approximate in
 EV1442.relation to other heights in its vicinity.
 EV1442
 EV1442.The geoid height was determined by GEOID03.
 EV1442
 EV1442.The dynamic height is computed by dividing the NAVD 88
 EV1442.geopotential number by the normal gravity value computed on the
 EV1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1442.degrees latitude (g = 980.6199 gals.).
 EV1442
 EV1442.The modeled gravity was interpolated from observed gravity values.
 EV1442
 EV1442;                    North         East    Units  Estimated Accuracy
 EV1442;SPC CA 5     -   599,130.    2,063,580.      MT  (+/- 180 meters Scaled)
 EV1442
 EV1442                          SUPERSEDED SURVEY CONTROL
 EV1442
 EV1442  NGVD 29 (??/??/92) 1013.081  (m)         3323.75   (f) ADJ UNCH    1 1
 EV1442
 EV1442.Superseded values are not recommended for survey control.
 EV1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1442.See file dsdata.txt to determine how the superseded data were derived.
 EV1442
 EV1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU716056(NAD 83)
 EV1442_MARKER: S = SPIKE
 EV1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1442_SP_SET: TELEGRAPH POLE
 EV1442_STAMPING: 703-35 1968
 EV1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1442
 EV1442  HISTORY     - Date     Condition        Report By
 EV1442  HISTORY     - 1968     MONUMENTED       CA-071
 EV1442  HISTORY     - 1978     GOOD             NGS
 EV1442
 EV1442                          STATION DESCRIPTION
 EV1442
 EV1442'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1442'2.2 MI S FROM HESPERIA.
 EV1442'2.25 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1442'RAILWAY FROM THE STATION AT HESPERIA, 3/4 POLE NORTH CENTERLINE
 EV1442'FIR ST. EXTENDED, 1 POLE NORTH TELEGRAPH POLE 22EG22, 39.6
 EV1442'FEET WEST OF WEST TRACK OF WEST RAIL 4.1 FT LOWER THAN TRACK.
 EV1442
 EV1442                          STATION RECOVERY (1978)
 EV1442
 EV1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1440 ***********************************************************************
 EV1440  DESIGNATION -  703 36
 EV1440  PID         -  EV1440
 EV1440  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1440  USGS QUAD   -  HESPERIA (1980)
 EV1440
 EV1440                         *CURRENT SURVEY CONTROL
 EV1440  ___________________________________________________________________
 EV1440* NAD 83(1986)-  34 24 12.     (N)    117 18 20.     (W)     SCALED    
 EV1440* NAVD 88     -      1006.947  (meters)    3303.63   (feet)  READJUSTED
 EV1440  ___________________________________________________________________
 EV1440  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV1440  DYNAMIC HT  -        1005.690 (meters)    3299.50  (feet)  COMP
 EV1440  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 EV1440
 EV1440  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1440
 EV1440.The horizontal coordinates were scaled from a topographic map and have
 EV1440.an estimated accuracy of +/- 6 seconds.
 EV1440
 EV1440.The orthometric height was determined by differential leveling
 EV1440.and adjusted in February 1993.
 EV1440.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1440.distribution rate of 0.0 thru 1.0 mm/km.
 EV1440.The height was derived from older observations constrained to new
 EV1440.heights in a crustal motion area.  The height is approximate in
 EV1440.relation to other heights in its vicinity.
 EV1440
 EV1440.The geoid height was determined by GEOID03.
 EV1440
 EV1440.The dynamic height is computed by dividing the NAVD 88
 EV1440.geopotential number by the normal gravity value computed on the
 EV1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1440.degrees latitude (g = 980.6199 gals.).
 EV1440
 EV1440.The modeled gravity was interpolated from observed gravity values.
 EV1440
 EV1440;                    North         East    Units  Estimated Accuracy
 EV1440;SPC CA 5     -   600,420.    2,063,850.      MT  (+/- 180 meters Scaled)
 EV1440
 EV1440                          SUPERSEDED SURVEY CONTROL
 EV1440
 EV1440  NGVD 29 (??/??/92) 1006.071  (m)         3300.75   (f) ADJ UNCH    1 1
 EV1440
 EV1440.Superseded values are not recommended for survey control.
 EV1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1440.See file dsdata.txt to determine how the superseded data were derived.
 EV1440
 EV1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU719069(NAD 83)
 EV1440_MARKER: DD = SURVEY DISK
 EV1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1440_SP_SET: CONCRETE BASE
 EV1440_STAMPING: 703-36 1968
 EV1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1440
 EV1440  HISTORY     - Date     Condition        Report By
 EV1440  HISTORY     - 1968     MONUMENTED       CA-071
 EV1440  HISTORY     - 1978     GOOD             NGS
 EV1440
 EV1440                          STATION DESCRIPTION
 EV1440
 EV1440'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1440'1.5 MI S FROM HESPERIA.
 EV1440'1.5 MILES SOUTH ALONG THE ATCHSION, TOPEKA AND SANTA FE RAILWAY
 EV1440'FROM THE STATION AT HESPERIA, SET BRASS DISK IN TOP OF NORTHEAST
 EV1440'CORNER CONCRETE BASE 24 INCHES X 24 INCHES AT TOP FOR OVERHEAD
 EV1440'SIGNAL TOWER NOS. 462 AND 461, 7.0 FEET WEST OF WEST RAIL OF
 EV1440'WEST TRACK, 2.8 FEET ABOVE TRACKS, 90 FEET SOUTH OF CENTER LINE
 EV1440'JOSHUA ST. EXTENDED TO WEST.
 EV1440
 EV1440                          STATION RECOVERY (1978)
 EV1440
 EV1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1437 ***********************************************************************
 EV1437  DESIGNATION -  703 37
 EV1437  PID         -  EV1437
 EV1437  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1437  USGS QUAD   -  HESPERIA (1980)
 EV1437
 EV1437                         *CURRENT SURVEY CONTROL
 EV1437  ___________________________________________________________________
 EV1437* NAD 83(1986)-  34 24 59.     (N)    117 18 09.     (W)     SCALED    
 EV1437* NAVD 88     -       984.75   (+/-2cm)    3230.8    (feet)  VERTCON   
 EV1437  ___________________________________________________________________
 EV1437  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV1437  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1437
 EV1437.The horizontal coordinates were scaled from a topographic map and have
 EV1437.an estimated accuracy of +/- 6 seconds.
 EV1437
 EV1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1437.The vertical order pertains to the NGVD 29 superseded value.
 EV1437
 EV1437.The geoid height was determined by GEOID03.
 EV1437
 EV1437;                    North         East    Units  Estimated Accuracy
 EV1437;SPC CA 5     -   601,870.    2,064,120.      MT  (+/- 180 meters Scaled)
 EV1437
 EV1437                          SUPERSEDED SURVEY CONTROL
 EV1437
 EV1437  NGVD 29 (??/??/92)  983.876  (m)         3227.93   (f) ADJ UNCH    1 1
 EV1437
 EV1437.Superseded values are not recommended for survey control.
 EV1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1437.See file dsdata.txt to determine how the superseded data were derived.
 EV1437
 EV1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU722083(NAD 83)
 EV1437_MARKER: DD = SURVEY DISK
 EV1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1437_SP_SET: CONCRETE BASE
 EV1437_STAMPING: 703-37-1968
 EV1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1437
 EV1437  HISTORY     - Date     Condition        Report By
 EV1437  HISTORY     - 1968     MONUMENTED       CA-071
 EV1437  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV1437
 EV1437                          STATION DESCRIPTION
 EV1437
 EV1437'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1437'0.4 MI S FROM HESPERIA.
 EV1437'0.35 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 EV1437'SET BRASS DISK IN TOP NORTHWEST CORNER OF 30 INCH X 38 INCH
 EV1437'CONCRETE BASE FOR SIGNAL 7.3 FEET EAST RAIL AND 0.7 FEET ABOVE
 EV1437'TRACK, 13 1/3 TELEGRAPH POLES NORTH FROM MILEPOST 46 ALONG
 EV1437'TRACKS WEST SIDE.
 EV1437
 EV1437                          STATION RECOVERY (1978)
 EV1437
 EV1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1420 ***********************************************************************
 EV1420  DESIGNATION -  703 38
 EV1420  PID         -  EV1420
 EV1420  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1420  USGS QUAD   -  HESPERIA (1980)
 EV1420
 EV1420                         *CURRENT SURVEY CONTROL
 EV1420  ___________________________________________________________________
 EV1420* NAD 83(1986)-  34 26 54.     (N)    117 17 42.     (W)     SCALED    
 EV1420* NAVD 88     -       944.246  (meters)    3097.91   (feet)  READJUSTED
 EV1420  ___________________________________________________________________
 EV1420  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV1420  DYNAMIC HT  -         943.090 (meters)    3094.12  (feet)  COMP
 EV1420  MODELED GRAV-     979,378.9   (mgal)                       NAVD 88
 EV1420
 EV1420  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1420
 EV1420.The horizontal coordinates were scaled from a topographic map and have
 EV1420.an estimated accuracy of +/- 6 seconds.
 EV1420
 EV1420.The orthometric height was determined by differential leveling
 EV1420.and adjusted in February 1993.
 EV1420.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1420.distribution rate of 0.0 thru 1.0 mm/km.
 EV1420.The height was derived from older observations constrained to new
 EV1420.heights in a crustal motion area.  The height is approximate in
 EV1420.relation to other heights in its vicinity.
 EV1420
 EV1420.The geoid height was determined by GEOID03.
 EV1420
 EV1420.The dynamic height is computed by dividing the NAVD 88
 EV1420.geopotential number by the normal gravity value computed on the
 EV1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1420.degrees latitude (g = 980.6199 gals.).
 EV1420
 EV1420.The modeled gravity was interpolated from observed gravity values.
 EV1420
 EV1420;                    North         East    Units  Estimated Accuracy
 EV1420;SPC CA 5     -   605,420.    2,064,780.      MT  (+/- 180 meters Scaled)
 EV1420
 EV1420                          SUPERSEDED SURVEY CONTROL
 EV1420
 EV1420  NGVD 29 (??/??/92)  943.387  (m)         3095.10   (f) ADJ UNCH    1 1
 EV1420
 EV1420.Superseded values are not recommended for survey control.
 EV1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1420.See file dsdata.txt to determine how the superseded data were derived.
 EV1420
 EV1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU729119(NAD 83)
 EV1420_MARKER: DB = BENCH MARK DISK
 EV1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1420_SP_SET: CULVERT
 EV1420_STAMPING: 703-38 1968
 EV1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1420
 EV1420  HISTORY     - Date     Condition        Report By
 EV1420  HISTORY     - 1968     MONUMENTED       CA-071
 EV1420  HISTORY     - 1978     GOOD             NGS
 EV1420
 EV1420                          STATION DESCRIPTION
 EV1420
 EV1420'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1420'2 MI N FROM HESPERIA.
 EV1420'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1420'FROM MAIN STREET IN HESPERIA, SET BRASS DISK IN NORTH END OF
 EV1420'CONCRETE HEAD WALL FOR 8 FOOT BY 8 FOOT CONCRETE BOX CULVERT,
 EV1420'425 FEET EAST OF INTERSECTION HESPERIA ROAD AND SANTA FE AVE.,
 EV1420'WEST, 10.5 FEET WEST OF WEST RAIL AND 4.0 FEET BELOW TRACK,
 EV1420'29.0 FEET EAST OF TELEGRAPH POLE 54G-E54, 6.0 FEET SOUTH OF
 EV1420'TELEGRAPH POLE 54G-E54.
 EV1420
 EV1420                          STATION RECOVERY (1978)
 EV1420
 EV1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1418 ***********************************************************************
 EV1418  DESIGNATION -  703 39
 EV1418  PID         -  EV1418
 EV1418  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1418  USGS QUAD   -  HESPERIA (1980)
 EV1418
 EV1418                         *CURRENT SURVEY CONTROL
 EV1418  ___________________________________________________________________
 EV1418* NAD 83(1986)-  34 27 40.     (N)    117 17 05.     (W)     SCALED    
 EV1418* NAVD 88     -       922.725  (meters)    3027.31   (feet)  READJUSTED
 EV1418  ___________________________________________________________________
 EV1418  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV1418  DYNAMIC HT  -         921.600 (meters)    3023.62  (feet)  COMP
 EV1418  MODELED GRAV-     979,386.2   (mgal)                       NAVD 88
 EV1418
 EV1418  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1418
 EV1418.The horizontal coordinates were scaled from a topographic map and have
 EV1418.an estimated accuracy of +/- 6 seconds.
 EV1418
 EV1418.The orthometric height was determined by differential leveling
 EV1418.and adjusted in February 1993.
 EV1418.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1418.distribution rate of 0.0 thru 1.0 mm/km.
 EV1418.The height was derived from older observations constrained to new
 EV1418.heights in a crustal motion area.  The height is approximate in
 EV1418.relation to other heights in its vicinity.
 EV1418
 EV1418.The geoid height was determined by GEOID03.
 EV1418
 EV1418.The dynamic height is computed by dividing the NAVD 88
 EV1418.geopotential number by the normal gravity value computed on the
 EV1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1418.degrees latitude (g = 980.6199 gals.).
 EV1418
 EV1418.The modeled gravity was interpolated from observed gravity values.
 EV1418
 EV1418;                    North         East    Units  Estimated Accuracy
 EV1418;SPC CA 5     -   606,850.    2,065,720.      MT  (+/- 180 meters Scaled)
 EV1418
 EV1418                          SUPERSEDED SURVEY CONTROL
 EV1418
 EV1418  NGVD 29 (??/??/92)  921.872  (m)         3024.51   (f) ADJ UNCH    1 1
 EV1418
 EV1418.Superseded values are not recommended for survey control.
 EV1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1418.See file dsdata.txt to determine how the superseded data were derived.
 EV1418
 EV1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU738133(NAD 83)
 EV1418_MARKER: S = SPIKE
 EV1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1418_SP_SET: TELEGRAPH POLE
 EV1418_STAMPING: 703-38 1968
 EV1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1418
 EV1418  HISTORY     - Date     Condition        Report By
 EV1418  HISTORY     - 1968     MONUMENTED       CA-071
 EV1418  HISTORY     - 1978     GOOD             NGS
 EV1418
 EV1418                          STATION DESCRIPTION
 EV1418
 EV1418'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1418'2.8 MI N FROM HESPERIA.
 EV1418'2.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1418'FROM THE STATION AT HESPERIA, SET R.R. SPIKE IN TELEGRAPH POLE
 EV1418'NO. (NO NUMBER), 26 POLES NORTHEAST OF MILEPOST 43, 39.0 FEET
 EV1418'NORTHWEST OF NORTHWEST RAIL OF SOUTH BOUND MAIN LINE, 38.4 FEET
 EV1418'SOUTHEAST OF CENTERLINE OF SANTA FE AVE. WEST, 360 FEET NORTHEAST
 EV1418'OF CENTERLINE SYCAMORE, 3 3/4 POLES NORTHEAST CENTERLINE SYCAMORE
 EV1418'ST., 3.9 FEET BELOW TRACKS.
 EV1418
 EV1418                          STATION RECOVERY (1978)
 EV1418
 EV1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1309 ***********************************************************************
 EV1309  DESIGNATION -  703 4
 EV1309  PID         -  EV1309
 EV1309  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1309  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1309
 EV1309                         *CURRENT SURVEY CONTROL
 EV1309  ___________________________________________________________________
 EV1309* NAD 83(1986)-  34 07 58.     (N)    117 18 30.     (W)     SCALED    
 EV1309* NAVD 88     -       356.548  (meters)    1169.77   (feet)  READJUSTED
 EV1309  ___________________________________________________________________
 EV1309  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 EV1309  DYNAMIC HT  -         356.140 (meters)    1168.44  (feet)  COMP
 EV1309  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 EV1309
 EV1309  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV1309
 EV1309.The horizontal coordinates were scaled from a topographic map and have
 EV1309.an estimated accuracy of +/- 6 seconds.
 EV1309
 EV1309.The orthometric height was determined by differential leveling
 EV1309.and adjusted in February 1993.
 EV1309.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV1309.distribution rate of 1.1 thru 2.0 mm/km.
 EV1309.The height was derived from older observations constrained to new
 EV1309.heights in a crustal motion area.  The height is approximate in
 EV1309.relation to other heights in its vicinity.
 EV1309
 EV1309.The geoid height was determined by GEOID03.
 EV1309
 EV1309.The dynamic height is computed by dividing the NAVD 88
 EV1309.geopotential number by the normal gravity value computed on the
 EV1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1309.degrees latitude (g = 980.6199 gals.).
 EV1309
 EV1309.The modeled gravity was interpolated from observed gravity values.
 EV1309
 EV1309;                    North         East    Units  Estimated Accuracy
 EV1309;SPC CA 5     -   570,410.    2,063,800.      MT  (+/- 180 meters Scaled)
 EV1309
 EV1309                          SUPERSEDED SURVEY CONTROL
 EV1309
 EV1309  NGVD 29 (??/??/92)  355.746  (m)         1167.14   (f) ADJ UNCH    1 1
 EV1309
 EV1309.Superseded values are not recommended for survey control.
 EV1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1309.See file dsdata.txt to determine how the superseded data were derived.
 EV1309
 EV1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT715769(NAD 83)
 EV1309_MARKER: DD = SURVEY DISK
 EV1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1309_SP_SET: CONCRETE BASE
 EV1309_STAMPING: 703-4-1968
 EV1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1309
 EV1309  HISTORY     - Date     Condition        Report By
 EV1309  HISTORY     - 1968     MONUMENTED       CA-071
 EV1309  HISTORY     - 1978     GOOD             NGS
 EV1309  HISTORY     - 1983     GOOD             USGS
 EV1309  HISTORY     - 1984     GOOD             NGS
 EV1309  HISTORY     - 1985     GOOD             NGS
 EV1309  HISTORY     - 1987     GOOD             NGS
 EV1309  HISTORY     - 19890410 MARK NOT FOUND   NGS
 EV1309
 EV1309                          STATION DESCRIPTION
 EV1309
 EV1309'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1309'AT SAN BERNARDINO.
 EV1309'2.5 MILES NORTH ALONG A.T. AND S.F. RWY. FROM STATION IN SAN
 EV1309'BERNARDINO, SET BRASS DISK IN CONCRETE BASE FOR STATE HIGHWAY
 EV1309'FENCE POST, 23.5 N.E. OF CENTERLINE OF N.E. TRACK OF A.T. AND
 EV1309'S.F. RWY., 13 FT EAST OF S.E. SIDE OF MASSACHUSETTS ST.
 EV1309'OVERCROSSING OF HWY. 10 AND 395, 3 1/2 POLES N.W. OF M.P. 79,
 EV1309'AND 1/2 FT. LOWER THAN TRACK.
 EV1309
 EV1309                          STATION RECOVERY (1978)
 EV1309
 EV1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1309'RECOVERED IN GOOD CONDITION.
 EV1309
 EV1309                          STATION RECOVERY (1983)
 EV1309
 EV1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV1309'RECOVERED IN GOOD CONDITION.
 EV1309
 EV1309                          STATION RECOVERY (1984)
 EV1309
 EV1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV1309'RECOVERED IN GOOD CONDITION.
 EV1309
 EV1309                          STATION RECOVERY (1985)
 EV1309
 EV1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV1309'RECOVERED IN GOOD CONDITION.
 EV1309
 EV1309                          STATION RECOVERY (1987)
 EV1309
 EV1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV1309'RECOVERED IN GOOD CONDITION.
 EV1309
 EV1309                          STATION RECOVERY (1989)
 EV1309
 EV1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1416 ***********************************************************************
 EV1416  DESIGNATION -  703 40
 EV1416  PID         -  EV1416
 EV1416  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1416  USGS QUAD   -  HESPERIA (1980)
 EV1416
 EV1416                         *CURRENT SURVEY CONTROL
 EV1416  ___________________________________________________________________
 EV1416* NAD 83(1986)-  34 28 24.     (N)    117 16 48.     (W)     SCALED    
 EV1416* NAVD 88     -       901.888  (meters)    2958.94   (feet)  READJUSTED
 EV1416  ___________________________________________________________________
 EV1416  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV1416  DYNAMIC HT  -         900.790 (meters)    2955.34  (feet)  COMP
 EV1416  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 EV1416
 EV1416  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1416
 EV1416.The horizontal coordinates were scaled from a topographic map and have
 EV1416.an estimated accuracy of +/- 6 seconds.
 EV1416
 EV1416.The orthometric height was determined by differential leveling
 EV1416.and adjusted in February 1993.
 EV1416.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1416.distribution rate of 0.0 thru 1.0 mm/km.
 EV1416.The height was derived from older observations constrained to new
 EV1416.heights in a crustal motion area.  The height is approximate in
 EV1416.relation to other heights in its vicinity.
 EV1416
 EV1416.The geoid height was determined by GEOID03.
 EV1416
 EV1416.The dynamic height is computed by dividing the NAVD 88
 EV1416.geopotential number by the normal gravity value computed on the
 EV1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1416.degrees latitude (g = 980.6199 gals.).
 EV1416
 EV1416.The modeled gravity was interpolated from observed gravity values.
 EV1416
 EV1416;                    North         East    Units  Estimated Accuracy
 EV1416;SPC CA 5     -   608,200.    2,066,140.      MT  (+/- 180 meters Scaled)
 EV1416
 EV1416                          SUPERSEDED SURVEY CONTROL
 EV1416
 EV1416  NGVD 29 (??/??/92)  901.039  (m)         2956.16   (f) ADJ UNCH    1 1
 EV1416
 EV1416.Superseded values are not recommended for survey control.
 EV1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1416.See file dsdata.txt to determine how the superseded data were derived.
 EV1416
 EV1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU742146(NAD 83)
 EV1416_MARKER: DB = BENCH MARK DISK
 EV1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1416_SP_SET: CONCRETE BASE
 EV1416_STAMPING: 703-40 1968
 EV1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1416
 EV1416  HISTORY     - Date     Condition        Report By
 EV1416  HISTORY     - 1968     MONUMENTED       CA-071
 EV1416  HISTORY     - 1978     GOOD             NGS
 EV1416
 EV1416                          STATION DESCRIPTION
 EV1416
 EV1416'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1416'3.8 MI N FROM HESPERIA.
 EV1416'3.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV1416'FROM THE STATION AT HESPERIA, 0.2 MILE NORTH OF THE CROSSING
 EV1416'OF BEAR VALLEY CUTOFF ROAD, 19 POLES SOUTH OF MILE POST 42,
 EV1416'SET BRASS DIST IN NORTH EAST CORNER OF 30-INCHES BY 37-INCHES
 EV1416'CONCRETE BASE FOR SIGNAL NO. 411, 10.5 FEET EAST OF EAST RAIL OF
 EV1416'EAST TRACK, 3.0 FEET ABOVE THE GROUND AND 1.0 ABOVE TRACK.
 EV1416
 EV1416                          STATION RECOVERY (1978)
 EV1416
 EV1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1412 ***********************************************************************
 EV1412  DESIGNATION -  703 42
 EV1412  PID         -  EV1412
 EV1412  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1412  USGS QUAD   -  HESPERIA (1980)
 EV1412
 EV1412                         *CURRENT SURVEY CONTROL
 EV1412  ___________________________________________________________________
 EV1412* NAD 83(1986)-  34 29 30.     (N)    117 16 53.     (W)     SCALED    
 EV1412* NAVD 88     -       874.40   (+/-2cm)    2868.8    (feet)  VERTCON   
 EV1412  ___________________________________________________________________
 EV1412  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV1412  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1412
 EV1412.The horizontal coordinates were scaled from a topographic map and have
 EV1412.an estimated accuracy of +/- 6 seconds.
 EV1412
 EV1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1412.The vertical order pertains to the NGVD 29 superseded value.
 EV1412
 EV1412.The geoid height was determined by GEOID03.
 EV1412
 EV1412;                    North         East    Units  Estimated Accuracy
 EV1412;SPC CA 5     -   610,240.    2,066,000.      MT  (+/- 180 meters Scaled)
 EV1412
 EV1412                          SUPERSEDED SURVEY CONTROL
 EV1412
 EV1412  NGVD 29 (??/??/92)  873.551  (m)         2865.98   (f) ADJ UNCH    1 1
 EV1412
 EV1412.Superseded values are not recommended for survey control.
 EV1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1412.See file dsdata.txt to determine how the superseded data were derived.
 EV1412
 EV1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU741167(NAD 83)
 EV1412_MARKER: S = SPIKE
 EV1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1412_SP_SET: TELEGRAPH POLE
 EV1412_STAMPING: SBCO BM 703-42 1968
 EV1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1412
 EV1412  HISTORY     - Date     Condition        Report By
 EV1412  HISTORY     - 1968     MONUMENTED       CA-071
 EV1412  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV1412
 EV1412                          STATION DESCRIPTION
 EV1412
 EV1412'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1412'3.5 MI SW FROM VICTORVILLE.
 EV1412'3.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV1412'RAILWAY FROM STATION AT VICTORVILLE, SET R.R. SPIKE IN TELEGRAPH
 EV1412'POLE (NO NUMBER), 3 POLES NORTHEAST FROM TOP OF RISE, 47.0 FEET
 EV1412'SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACKS, 0.7 FOOT
 EV1412'BELOW TRACKS.  28 POLES NORTHEAST OF MILE POST 41.
 EV1412
 EV1412                          STATION RECOVERY (1978)
 EV1412
 EV1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0145 ***********************************************************************
 EV0145  DESIGNATION -  703 43
 EV0145  PID         -  EV0145
 EV0145  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0145  USGS QUAD   -  VICTORVILLE (1993)
 EV0145
 EV0145                         *CURRENT SURVEY CONTROL
 EV0145  ___________________________________________________________________
 EV0145* NAD 83(1986)-  34 30 01.     (N)    117 16 55.     (W)     SCALED    
 EV0145* NAVD 88     -       862.128  (meters)    2828.50   (feet)  READJUSTED
 EV0145  ___________________________________________________________________
 EV0145  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV0145  DYNAMIC HT  -         861.080 (meters)    2825.06  (feet)  COMP
 EV0145  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 EV0145
 EV0145  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0145
 EV0145.The horizontal coordinates were scaled from a topographic map and have
 EV0145.an estimated accuracy of +/- 6 seconds.
 EV0145
 EV0145.The orthometric height was determined by differential leveling
 EV0145.and adjusted in February 1993.
 EV0145.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0145.distribution rate of 0.0 thru 1.0 mm/km.
 EV0145.The height was derived from older observations constrained to new
 EV0145.heights in a crustal motion area.  The height is approximate in
 EV0145.relation to other heights in its vicinity.
 EV0145
 EV0145.The geoid height was determined by GEOID03.
 EV0145
 EV0145.The dynamic height is computed by dividing the NAVD 88
 EV0145.geopotential number by the normal gravity value computed on the
 EV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0145.degrees latitude (g = 980.6199 gals.).
 EV0145
 EV0145.The modeled gravity was interpolated from observed gravity values.
 EV0145
 EV0145;                    North         East    Units  Estimated Accuracy
 EV0145;SPC CA 5     -   611,190.    2,065,940.      MT  (+/- 180 meters Scaled)
 EV0145
 EV0145                          SUPERSEDED SURVEY CONTROL
 EV0145
 EV0145  NGVD 29 (??/??/92)  861.258  (m)         2825.64   (f) ADJ UNCH    1 1
 EV0145
 EV0145.Superseded values are not recommended for survey control.
 EV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0145.See file dsdata.txt to determine how the superseded data were derived.
 EV0145
 EV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU741176(NAD 83)
 EV0145_MARKER: DD = SURVEY DISK
 EV0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0145_SP_SET: CONCRETE BASE
 EV0145_STAMPING: 703-43 1968
 EV0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0145
 EV0145  HISTORY     - Date     Condition        Report By
 EV0145  HISTORY     - 1968     MONUMENTED       CA-071
 EV0145  HISTORY     - 1978     GOOD             NGS
 EV0145
 EV0145                          STATION DESCRIPTION
 EV0145
 EV0145'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0145'2.8 MI SE FROM VICTORVILLE.
 EV0145'2.75 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0145'RAILWAY FROM THE STATION AT VICTORVILLE, 0.3 MILE NORTH OF B.M. F
 EV0145'708, SET BRASS DISK IN NORTHEAST CORNER OF 30-INCH BY 37-INCH
 EV0145'CONCRETE BAST FOR SIGNAL NO. 391, 8.9 FEET WEST OF WEST RAIL
 EV0145'OF WEST TRACK, 1.5 FEET ABOVE THE GROUND AND LEVEL WITH TRACK,
 EV0145'16 TELEGRAPH POLES ON EAST SIDE OF TRACKS NORTH OF MILE POST
 EV0145'40.
 EV0145
 EV0145                          STATION RECOVERY (1978)
 EV0145
 EV0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0145'CORRECTION--8.9 FT. WEST OF THE WEST RAIL OF THE EAST TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0148 ***********************************************************************
 EV0148  DESIGNATION -  703 45
 EV0148  PID         -  EV0148
 EV0148  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0148  USGS QUAD   -  VICTORVILLE (1993)
 EV0148
 EV0148                         *CURRENT SURVEY CONTROL
 EV0148  ___________________________________________________________________
 EV0148* NAD 83(1986)-  34 30 42.     (N)    117 16 51.     (W)     SCALED    
 EV0148* NAVD 88     -       843.821  (meters)    2768.44   (feet)  READJUSTED
 EV0148  ___________________________________________________________________
 EV0148  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV0148  DYNAMIC HT  -         842.800 (meters)    2765.09  (feet)  COMP
 EV0148  MODELED GRAV-     979,401.5   (mgal)                       NAVD 88
 EV0148
 EV0148  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0148
 EV0148.The horizontal coordinates were scaled from a topographic map and have
 EV0148.an estimated accuracy of +/- 6 seconds.
 EV0148
 EV0148.The orthometric height was determined by differential leveling
 EV0148.and adjusted in February 1993.
 EV0148.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0148.distribution rate of 0.0 thru 1.0 mm/km.
 EV0148.The height was derived from older observations constrained to new
 EV0148.heights in a crustal motion area.  The height is approximate in
 EV0148.relation to other heights in its vicinity.
 EV0148
 EV0148.The geoid height was determined by GEOID03.
 EV0148
 EV0148.The dynamic height is computed by dividing the NAVD 88
 EV0148.geopotential number by the normal gravity value computed on the
 EV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0148.degrees latitude (g = 980.6199 gals.).
 EV0148
 EV0148.The modeled gravity was interpolated from observed gravity values.
 EV0148
 EV0148;                    North         East    Units  Estimated Accuracy
 EV0148;SPC CA 5     -   612,460.    2,066,030.      MT  (+/- 180 meters Scaled)
 EV0148
 EV0148                          SUPERSEDED SURVEY CONTROL
 EV0148
 EV0148  NGVD 29 (??/??/92)  842.951  (m)         2765.58   (f) ADJ UNCH    1 1
 EV0148
 EV0148.Superseded values are not recommended for survey control.
 EV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0148.See file dsdata.txt to determine how the superseded data were derived.
 EV0148
 EV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU742189(NAD 83)
 EV0148_MARKER: S = SPIKE
 EV0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0148_SP_SET: RAILROAD SPIKE
 EV0148_STAMPING: SBCO BM 703-45 1968
 EV0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0148
 EV0148  HISTORY     - Date     Condition        Report By
 EV0148  HISTORY     - 1968     MONUMENTED       CA-071
 EV0148  HISTORY     - 1978     GOOD             NGS
 EV0148
 EV0148                          STATION DESCRIPTION
 EV0148
 EV0148'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0148'2 MI S FROM VICTORVILLE.
 EV0148'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0148'FROM THE STATION AT VICTORVILLE, SET R.R. SPIKE IN THE 12TH
 EV0148'POLE NORTH OF MILEPOST 39, 36.5 FEET WEST OF WEST RAIL OF NORTH
 EV0148'BOUND MAIN LINE, 14.4 FEET NORTH OF SIDING SWITCH, 124 FEET
 EV0148'WEST OF EAST RIGHT-OF-WAY FENCE, AND 2.0 FEET BELOW TRACKS.
 EV0148
 EV0148                          STATION RECOVERY (1978)
 EV0148
 EV0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0173 ***********************************************************************
 EV0173  DESIGNATION -  703 47
 EV0173  PID         -  EV0173
 EV0173  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0173  USGS QUAD   -  VICTORVILLE (1993)
 EV0173
 EV0173                         *CURRENT SURVEY CONTROL
 EV0173  ___________________________________________________________________
 EV0173* NAD 83(1986)-  34 32 11.     (N)    117 17 33.     (W)     SCALED    
 EV0173* NAVD 88     -       829.02   (+/-2cm)    2719.9    (feet)  VERTCON   
 EV0173  ___________________________________________________________________
 EV0173  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EV0173  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0173
 EV0173.The horizontal coordinates were scaled from a topographic map and have
 EV0173.an estimated accuracy of +/- 6 seconds.
 EV0173
 EV0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0173.The vertical order pertains to the NGVD 29 superseded value.
 EV0173
 EV0173.The geoid height was determined by GEOID03.
 EV0173
 EV0173;                    North         East    Units  Estimated Accuracy
 EV0173;SPC CA 5     -   615,190.    2,064,940.      MT  (+/- 180 meters Scaled)
 EV0173
 EV0173                          SUPERSEDED SURVEY CONTROL
 EV0173
 EV0173  NGVD 29 (??/??/92)  828.181  (m)         2717.12   (f) ADJ UNCH    1 1
 EV0173
 EV0173.Superseded values are not recommended for survey control.
 EV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0173.See file dsdata.txt to determine how the superseded data were derived.
 EV0173
 EV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU731216(NAD 83)
 EV0173_MARKER: DD = SURVEY DISK
 EV0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0173_SP_SET: CONCRETE BASE
 EV0173_STAMPING: 703-48 1968
 EV0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0173
 EV0173  HISTORY     - Date     Condition        Report By
 EV0173  HISTORY     - 1968     MONUMENTED       CA-071
 EV0173
 EV0173                          STATION DESCRIPTION
 EV0173
 EV0173'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0173'AT VICTORVILLE.
 EV0173'AT VICTORVILLE STATION OF THE ATCHISON, TOPEKA AND SANTA FE
 EV0173'RAILWAY, SET BRASS DISK IN THE NORTHEAST CORNER OF A 30-INCH BY
 EV0173'30-INCH CONCRETE SIGNAL BASE, 7.6 FEET NORTHEAST AND 6.4 FEET
 EV0173'SOUTHEAST FROM THE CORNERS OF THE WESTERN UNION TELEGRAPH ROOM,
 EV0173'3.8 FEET NORTHEAST OF STATION, 6.4 FEET NORTHWEST OF WEST
 EV0173'RAIL OF WEST TRACK AND LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0176 ***********************************************************************
 EV0176  DESIGNATION -  703 48
 EV0176  PID         -  EV0176
 EV0176  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0176  USGS QUAD   -  VICTORVILLE (1993)
 EV0176
 EV0176                         *CURRENT SURVEY CONTROL
 EV0176  ___________________________________________________________________
 EV0176* NAD 83(1986)-  34 32 21.     (N)    117 17 48.     (W)     SCALED    
 EV0176* NAVD 88     -       827.03   (+/-2cm)    2713.3    (feet)  VERTCON   
 EV0176  ___________________________________________________________________
 EV0176  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV0176  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0176
 EV0176.The horizontal coordinates were scaled from a topographic map and have
 EV0176.an estimated accuracy of +/- 6 seconds.
 EV0176
 EV0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0176.The vertical order pertains to the NGVD 29 superseded value.
 EV0176
 EV0176.The geoid height was determined by GEOID03.
 EV0176
 EV0176;                    North         East    Units  Estimated Accuracy
 EV0176;SPC CA 5     -   615,500.    2,064,560.      MT  (+/- 180 meters Scaled)
 EV0176
 EV0176                          SUPERSEDED SURVEY CONTROL
 EV0176
 EV0176  NGVD 29 (??/??/92)  826.195  (m)         2710.61   (f) ADJ UNCH    1 1
 EV0176
 EV0176.Superseded values are not recommended for survey control.
 EV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0176.See file dsdata.txt to determine how the superseded data were derived.
 EV0176
 EV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU727219(NAD 83)
 EV0176_MARKER: DD = SURVEY DISK
 EV0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0176_SP_SET: CONCRETE BASE
 EV0176_STAMPING: 703-48 1968
 EV0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0176
 EV0176  HISTORY     - Date     Condition        Report By
 EV0176  HISTORY     - 1968     MONUMENTED       CA-071
 EV0176
 EV0176                          STATION DESCRIPTION
 EV0176
 EV0176'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0176'0.3 MI NW FROM VICTORVILLE.
 EV0176'0.3 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0176'RAILWAY FROM THE STATION AT VICTORVILLE, 200 FEET NORTHEAST AND
 EV0176'150 FEET SOUTHEAST OF 2ND AND D STREETS, SET BRASS DISK IN THE
 EV0176'TOP OF THE SOUTHEAST CORNER OF 30-INCH BY 38-INCH CONCRETE SIGNAL
 EV0176'BASE, 8.0 FEET NORTHWEST OF WEST RAIL OF WEST TRACK AND LEVEL
 EV0176'WITH NEAR TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0182 ***********************************************************************
 EV0182  DESIGNATION -  703 49
 EV0182  PID         -  EV0182
 EV0182  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0182  USGS QUAD   -  VICTORVILLE (1993)
 EV0182
 EV0182                         *CURRENT SURVEY CONTROL
 EV0182  ___________________________________________________________________
 EV0182* NAD 83(1986)-  34 33 53.     (N)    117 18 48.     (W)     SCALED    
 EV0182* NAVD 88     -       821.21   (+/-2cm)    2694.3    (feet)  VERTCON   
 EV0182  ___________________________________________________________________
 EV0182  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV0182  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0182
 EV0182.The horizontal coordinates were scaled from a topographic map and have
 EV0182.an estimated accuracy of +/- 6 seconds.
 EV0182
 EV0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0182.The vertical order pertains to the NGVD 29 superseded value.
 EV0182
 EV0182.The geoid height was determined by GEOID03.
 EV0182
 EV0182;                    North         East    Units  Estimated Accuracy
 EV0182;SPC CA 5     -   618,320.    2,063,010.      MT  (+/- 180 meters Scaled)
 EV0182
 EV0182                          SUPERSEDED SURVEY CONTROL
 EV0182
 EV0182  NGVD 29 (??/??/92)  820.370  (m)         2691.50   (f) ADJ UNCH    1 1
 EV0182
 EV0182.Superseded values are not recommended for survey control.
 EV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0182.See file dsdata.txt to determine how the superseded data were derived.
 EV0182
 EV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU712248(NAD 83)
 EV0182_MARKER: DD = SURVEY DISK
 EV0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0182_SP_SET: DRIVE PIN
 EV0182_STAMPING: BM
 EV0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0182
 EV0182  HISTORY     - Date     Condition        Report By
 EV0182  HISTORY     - 1968     MONUMENTED       CA-071
 EV0182
 EV0182                          STATION DESCRIPTION
 EV0182
 EV0182'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0182'2.2 MI NW FROM VICTORVILLE.
 EV0182'2.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0182'RAILWAY FROM THE STATION AT VICTORVILLE, 14 1/2 POLES NORTHWEST
 EV0182'OF MILEPOST 35, SET DRIVE PINE W/SURV. TAG TOP OF THE SOUTHEAST
 EV0182'CORNER OF A 13-INCH BY 13-INCH PILLAR AT THE SOUTHEAST CORNER OF A
 EV0182'SIGNAL CONTROL BOX, 60 FEET NORTHEAST OF TELEPHONE BOOTH, 55
 EV0182'FEET NORTHEAST OF TELEGRAPH POLE 6M, 102 FEET SOUTHWEST OF THE
 EV0182'SOUTHERLY SIDING SWITCH OF 2 SWITCHES, 8.1 FEET WEST OF WEST
 EV0182'RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1304 ***********************************************************************
 EV1304  DESIGNATION -  703 5
 EV1304  PID         -  EV1304
 EV1304  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1304  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1304
 EV1304                         *CURRENT SURVEY CONTROL
 EV1304  ___________________________________________________________________
 EV1304* NAD 83(1986)-  34 08 34.     (N)    117 19 16.     (W)     SCALED    
 EV1304* NAVD 88     -       379.86   (+/-2cm)    1246.3    (feet)  VERTCON   
 EV1304  ___________________________________________________________________
 EV1304  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 EV1304  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1304
 EV1304.The horizontal coordinates were scaled from a topographic map and have
 EV1304.an estimated accuracy of +/- 6 seconds.
 EV1304
 EV1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1304.The vertical order pertains to the NGVD 29 superseded value.
 EV1304
 EV1304.The geoid height was determined by GEOID03.
 EV1304
 EV1304;                    North         East    Units  Estimated Accuracy
 EV1304;SPC CA 5     -   571,510.    2,062,610.      MT  (+/- 180 meters Scaled)
 EV1304
 EV1304                          SUPERSEDED SURVEY CONTROL
 EV1304
 EV1304  NGVD 29 (??/??/92)  379.068  (m)         1243.66   (f) ADJ UNCH    1 1
 EV1304
 EV1304.Superseded values are not recommended for survey control.
 EV1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1304.See file dsdata.txt to determine how the superseded data were derived.
 EV1304
 EV1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT703780(NAD 83)
 EV1304_MARKER: S = SPIKE
 EV1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1304_SP_SET: RAILROAD SPIKE
 EV1304_STAMPING: SBCO SURV
 EV1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1304
 EV1304  HISTORY     - Date     Condition        Report By
 EV1304  HISTORY     - 1968     MONUMENTED       CA-071
 EV1304
 EV1304                          STATION DESCRIPTION
 EV1304
 EV1304'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1304'0.6 MI NW FROM SAN BERNARDINO.
 EV1304'0.6 NORTHWEST ALONG TRACKS FROM HIGHLAND OVER CROSSING.  SET
 EV1304'R.R. SPIKE IN P.P. NO NUMBER, MILE POST 78-- 33 FT NORTHEAST
 EV1304'OF CENTERLINE PAV. CAJON BLVD. 38 FT SOUTHWEST OF SOUTHWEST
 EV1304'RAIL.-- 30.5 SOUTH OF MILEAGE MARKER NUMBER 78 36 FT EAST OF
 EV1304'MILEAGE MARKER NUMBER 78.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0196 ***********************************************************************
 EV0196  DESIGNATION -  703 50
 EV0196  PID         -  EV0196
 EV0196  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0196  USGS QUAD   -  VICTORVILLE (1993)
 EV0196
 EV0196                         *CURRENT SURVEY CONTROL
 EV0196  ___________________________________________________________________
 EV0196* NAD 83(1986)-  34 34 47.     (N)    117 19 47.     (W)     SCALED    
 EV0196* NAVD 88     -       818.46   (+/-2cm)    2685.2    (feet)  VERTCON   
 EV0196  ___________________________________________________________________
 EV0196  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV0196  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0196
 EV0196.The horizontal coordinates were scaled from a topographic map and have
 EV0196.an estimated accuracy of +/- 6 seconds.
 EV0196
 EV0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0196.The vertical order pertains to the NGVD 29 superseded value.
 EV0196
 EV0196.The geoid height was determined by GEOID03.
 EV0196
 EV0196;                    North         East    Units  Estimated Accuracy
 EV0196;SPC CA 5     -   619,970.    2,061,500.      MT  (+/- 180 meters Scaled)
 EV0196
 EV0196                          SUPERSEDED SURVEY CONTROL
 EV0196
 EV0196  NGVD 29 (??/??/92)  817.619  (m)         2682.47   (f) ADJ UNCH    1 1
 EV0196
 EV0196.Superseded values are not recommended for survey control.
 EV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0196.See file dsdata.txt to determine how the superseded data were derived.
 EV0196
 EV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU697264(NAD 83)
 EV0196_MARKER: DD = SURVEY DISK
 EV0196_SETTING: 80 = SET IN A BOULDER
 EV0196_SP_SET: BOULDER
 EV0196_STAMPING: 703-50 1968
 EV0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0196+STABILITY: SURFACE MOTION
 EV0196
 EV0196  HISTORY     - Date     Condition        Report By
 EV0196  HISTORY     - 1968     MONUMENTED       CA-071
 EV0196
 EV0196                          STATION DESCRIPTION
 EV0196
 EV0196'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0196'1.4 MI SE FROM ORO GRANDE.
 EV0196'1.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0196'RAILWAY STATION AT ORO GRANDE, 4 1/2 POLES SOUTHEAST FROM
 EV0196'MILEPOST 33, SET BRASS DISK IN TOP OF LARGE BOULDER 19.7 FEET
 EV0196'EAST OF EAST TRACK AND 1.8 FEET LOWER THAN TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0198 ***********************************************************************
 EV0198  DESIGNATION -  703 51
 EV0198  PID         -  EV0198
 EV0198  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0198  USGS QUAD   -  VICTORVILLE (1993)
 EV0198
 EV0198                         *CURRENT SURVEY CONTROL
 EV0198  ___________________________________________________________________
 EV0198* NAD 83(1986)-  34 35 18.     (N)    117 19 52.     (W)     SCALED    
 EV0198* NAVD 88     -       811.28   (+/-2cm)    2661.7    (feet)  VERTCON   
 EV0198  ___________________________________________________________________
 EV0198  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV0198  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0198
 EV0198.The horizontal coordinates were scaled from a topographic map and have
 EV0198.an estimated accuracy of +/- 6 seconds.
 EV0198
 EV0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0198.The vertical order pertains to the NGVD 29 superseded value.
 EV0198
 EV0198.The geoid height was determined by GEOID03.
 EV0198
 EV0198;                    North         East    Units  Estimated Accuracy
 EV0198;SPC CA 5     -   620,930.    2,061,360.      MT  (+/- 180 meters Scaled)
 EV0198
 EV0198                          SUPERSEDED SURVEY CONTROL
 EV0198
 EV0198  NGVD 29 (??/??/92)  810.443  (m)         2658.93   (f) ADJ UNCH    1 1
 EV0198
 EV0198.Superseded values are not recommended for survey control.
 EV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0198.See file dsdata.txt to determine how the superseded data were derived.
 EV0198
 EV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU696274(NAD 83)
 EV0198_MARKER: DD = SURVEY DISK
 EV0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0198_SP_SET: CULVERT
 EV0198_STAMPING: 703-51 1968
 EV0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0198
 EV0198  HISTORY     - Date     Condition        Report By
 EV0198  HISTORY     - 1968     MONUMENTED       CA-071
 EV0198  HISTORY     - 20020818 POOR             GIRL
 EV0198
 EV0198                          STATION DESCRIPTION
 EV0198
 EV0198'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0198'0.8 MI SE FROM ORO GRANDE.
 EV0198'0.8 MILE SOUTHEAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0198'STATION AT ORO GRANDE, SET BRASS DISK IN NORTH END OF WEST
 EV0198'HEADWALL FOR DOUBLE 6 FOOT BY 4 FOOT CONCRETE BOX CULVERT, 71
 EV0198'FEET NORTH OF GUY POLE 29191 C.I.T., 54.5 FEET EAST OF CENTERLINE
 EV0198'OF NATIONAL TRAIL HIGHWAY (FORMERLY U.S. HIGHWAY 66) AND 8 FEET
 EV0198'ABOVE ROAD.
 EV0198
 EV0198                          STATION RECOVERY (2002)
 EV0198
 EV0198'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2002 (AA)
 EV0198'THIS MARKER IS UNDER TWO RXR TIES AND BACK FILLER WITH DIRT AND ROCK
 EV0198'BALLAST.  THERE IS BM PAINTED ON THE CEMENT. PHOTO'S AT
 EV0198'WWW.GEOCACHING.COM/MARK/  (UPDATED 5-26-03)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0204 ***********************************************************************
 EV0204  DESIGNATION -  703 52
 EV0204  PID         -  EV0204
 EV0204  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0204  USGS QUAD   -  VICTORVILLE (1993)
 EV0204
 EV0204                         *CURRENT SURVEY CONTROL
 EV0204  ___________________________________________________________________
 EV0204* NAD 83(1986)-  34 36 32.     (N)    117 20 30.     (W)     SCALED    
 EV0204* NAVD 88     -       800.04   (+/-2cm)    2624.8    (feet)  VERTCON   
 EV0204  ___________________________________________________________________
 EV0204  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EV0204  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0204
 EV0204.The horizontal coordinates were scaled from a topographic map and have
 EV0204.an estimated accuracy of +/- 6 seconds.
 EV0204
 EV0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0204.The vertical order pertains to the NGVD 29 superseded value.
 EV0204
 EV0204.The geoid height was determined by GEOID03.
 EV0204
 EV0204;                    North         East    Units  Estimated Accuracy
 EV0204;SPC CA 5     -   623,200.    2,060,380.      MT  (+/- 180 meters Scaled)
 EV0204
 EV0204                          SUPERSEDED SURVEY CONTROL
 EV0204
 EV0204  NGVD 29 (??/??/92)  799.197  (m)         2622.03   (f) ADJ UNCH    1 1
 EV0204
 EV0204.Superseded values are not recommended for survey control.
 EV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0204.See file dsdata.txt to determine how the superseded data were derived.
 EV0204
 EV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU686297(NAD 83)
 EV0204_MARKER: DD = SURVEY DISK
 EV0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0204_SP_SET: BRIDGE
 EV0204_STAMPING: 703.52 1968
 EV0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0204
 EV0204  HISTORY     - Date     Condition        Report By
 EV0204  HISTORY     - 1968     MONUMENTED       CA-071
 EV0204
 EV0204                          STATION DESCRIPTION
 EV0204
 EV0204'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0204'0.8 MI N FROM ORO GRANDE.
 EV0204'0.75 MILE NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0204'RAILWAY FROM THE STATION AT ORO GRANDE, SET BRASS DISK IN THE
 EV0204'SOUTHWEST CORNER OF A CONCRETE BRIDGE DECK AT THE CROSSING OF
 EV0204'THE ATCHISON, TOPEKA AND SANTA FE TRACKS OVER THE NATIONAL
 EV0204'TRAILS HIGHWAY (FORMERLY U.S. HIGHWAY 66), 7.7 FEET WEST OF THE
 EV0204'WEST RAIL, 2.3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0207 ***********************************************************************
 EV0207  DESIGNATION -  703 53
 EV0207  PID         -  EV0207
 EV0207  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0207  USGS QUAD   -  VICTORVILLE (1993)
 EV0207
 EV0207                         *CURRENT SURVEY CONTROL
 EV0207  ___________________________________________________________________
 EV0207* NAD 83(1986)-  34 37 08.     (N)    117 20 38.     (W)     SCALED    
 EV0207* NAVD 88     -       794.83   (+/-2cm)    2607.7    (feet)  VERTCON   
 EV0207  ___________________________________________________________________
 EV0207  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EV0207  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0207
 EV0207.The horizontal coordinates were scaled from a topographic map and have
 EV0207.an estimated accuracy of +/- 6 seconds.
 EV0207
 EV0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0207.The vertical order pertains to the NGVD 29 superseded value.
 EV0207
 EV0207.The geoid height was determined by GEOID03.
 EV0207
 EV0207;                    North         East    Units  Estimated Accuracy
 EV0207;SPC CA 5     -   624,310.    2,060,170.      MT  (+/- 180 meters Scaled)
 EV0207
 EV0207                          SUPERSEDED SURVEY CONTROL
 EV0207
 EV0207  NGVD 29 (??/??/92)  793.988  (m)         2604.94   (f) ADJ UNCH    1 1
 EV0207
 EV0207.Superseded values are not recommended for survey control.
 EV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0207.See file dsdata.txt to determine how the superseded data were derived.
 EV0207
 EV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU684308(NAD 83)
 EV0207_MARKER: S = SPIKE
 EV0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0207_SP_SET: RAILROAD SPIKE
 EV0207_STAMPING: SBCO BM 703-53 1968
 EV0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0207
 EV0207  HISTORY     - Date     Condition        Report By
 EV0207  HISTORY     - 1968     MONUMENTED       CA-071
 EV0207
 EV0207                          STATION DESCRIPTION
 EV0207
 EV0207'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0207'1.4 MI NW FROM ORO GRANDE.
 EV0207'1.45 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0207'RAILWAY FROM THE STATION AT ORO GRANDE, SET R.R. SPIKE IN
 EV0207'TELEGRAPH POLE (NO NUMBER), 1-1/3 POLES NORTH OF MILE POST SIGN
 EV0207'30, 44.0 FEET WEST OF WEST RAIL OF SOUTH BOUND MAINLINE, AND
 EV0207'1.3 FEET LOWER THAN TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0088 ***********************************************************************
 EV0088  DESIGNATION -  703 54
 EV0088  PID         -  EV0088
 EV0088  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0088  USGS QUAD   -  HELENDALE (1993)
 EV0088
 EV0088                         *CURRENT SURVEY CONTROL
 EV0088  ___________________________________________________________________
 EV0088* NAD 83(1986)-  34 38 31.     (N)    117 20 47.     (W)     SCALED    
 EV0088* NAVD 88     -       782.11   (+/-2cm)    2566.0    (feet)  VERTCON   
 EV0088  ___________________________________________________________________
 EV0088  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EV0088  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0088
 EV0088.The horizontal coordinates were scaled from a topographic map and have
 EV0088.an estimated accuracy of +/- 6 seconds.
 EV0088
 EV0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0088.The vertical order pertains to the NGVD 29 superseded value.
 EV0088
 EV0088.The geoid height was determined by GEOID03.
 EV0088
 EV0088;                    North         East    Units  Estimated Accuracy
 EV0088;SPC CA 5     -   626,870.    2,059,920.      MT  (+/- 180 meters Scaled)
 EV0088
 EV0088                          SUPERSEDED SURVEY CONTROL
 EV0088
 EV0088  NGVD 29 (??/??/92)  781.278  (m)         2563.24   (f) ADJ UNCH    1 1
 EV0088
 EV0088.Superseded values are not recommended for survey control.
 EV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0088.See file dsdata.txt to determine how the superseded data were derived.
 EV0088
 EV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU682333(NAD 83)
 EV0088_MARKER: DD = SURVEY DISK
 EV0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0088_SP_SET: CULVERT
 EV0088_STAMPING: 703-54 1968
 EV0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0088
 EV0088  HISTORY     - Date     Condition        Report By
 EV0088  HISTORY     - 1968     MONUMENTED       CA-071
 EV0088
 EV0088                          STATION DESCRIPTION
 EV0088
 EV0088'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0088'2.3 MI S FROM BRYMAN SIDING.
 EV0088'2.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0088'FROM THE SIDING SIGN AT BRYMAN SIDING, 3.2 MILES NORTH OF ORO
 EV0088'GRANDE, 11 POLES SOUTH OF MILE POST 28, SET BRASS DISK IN THE
 EV0088'TOP OF THE SOUTHEAST CORNER OF A 6 FEET BY 10 FEET CONCRETE
 EV0088'BOX CULVERT, DATED 1924, 17 FEET EAST OF THE EAST TRACK, AND
 EV0088'8.1 FEET LOWER THAN TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0092 ***********************************************************************
 EV0092  DESIGNATION -  703 55
 EV0092  PID         -  EV0092
 EV0092  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0092  USGS QUAD   -  HELENDALE (1993)
 EV0092
 EV0092                         *CURRENT SURVEY CONTROL
 EV0092  ___________________________________________________________________
 EV0092* NAD 83(1986)-  34 39 50.     (N)    117 20 48.     (W)     SCALED    
 EV0092* NAVD 88     -       776.535  (meters)    2547.68   (feet)  READJUSTED
 EV0092  ___________________________________________________________________
 EV0092  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EV0092  DYNAMIC HT  -         775.620 (meters)    2544.68  (feet)  COMP
 EV0092  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 EV0092
 EV0092  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EV0092
 EV0092.The horizontal coordinates were scaled from a topographic map and have
 EV0092.an estimated accuracy of +/- 6 seconds.
 EV0092
 EV0092.The orthometric height was determined by differential leveling
 EV0092.and adjusted in February 1993.
 EV0092.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EV0092.distribution rate of 2.1 thru 3.0 mm/km.
 EV0092.The height was derived from older observations constrained to new
 EV0092.heights in a crustal motion area.  The height is approximate in
 EV0092.relation to other heights in its vicinity.
 EV0092
 EV0092.The geoid height was determined by GEOID03.
 EV0092
 EV0092.The dynamic height is computed by dividing the NAVD 88
 EV0092.geopotential number by the normal gravity value computed on the
 EV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0092.degrees latitude (g = 980.6199 gals.).
 EV0092
 EV0092.The modeled gravity was interpolated from observed gravity values.
 EV0092
 EV0092;                    North         East    Units  Estimated Accuracy
 EV0092;SPC CA 5     -   629,300.    2,059,880.      MT  (+/- 180 meters Scaled)
 EV0092
 EV0092                          SUPERSEDED SURVEY CONTROL
 EV0092
 EV0092  NGVD 29 (??/??/92)  775.707  (m)         2544.97   (f) ADJ UNCH    1 1
 EV0092
 EV0092.Superseded values are not recommended for survey control.
 EV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0092.See file dsdata.txt to determine how the superseded data were derived.
 EV0092
 EV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU682358(NAD 83)
 EV0092_MARKER: DD = SURVEY DISK
 EV0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0092_SP_SET: CONCRETE BASE
 EV0092_STAMPING: 703-55 1968
 EV0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0092
 EV0092  HISTORY     - Date     Condition        Report By
 EV0092  HISTORY     - 1968     MONUMENTED       CA-071
 EV0092  HISTORY     - 1978     GOOD             NGS
 EV0092
 EV0092                          STATION DESCRIPTION
 EV0092
 EV0092'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0092'0.8 MI S FROM BRYMAN SIDING.
 EV0092'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0092'FROM THE SIDING SIGN AT BRYMAN SIDING, SET BRASS DISK IN
 EV0092'SOUTHEAST CORNER OF 15-INCH BY 16-INCH CONCRETE BASE FOR SWITCH
 EV0092'SIGNAL CONTROL BOX, 4-3/4 POLES NORTH MILEPOST SIGN 27, 5.6
 EV0092'FEET SOUTH OF THE SOUTH CROSS-OVER SWITCH, 9.0 FEET EAST OF EAST
 EV0092'RAIL, AND 1.6 FEET BELOW TRACKS.
 EV0092
 EV0092                          STATION RECOVERY (1978)
 EV0092
 EV0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0092'6.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 EV0092'FROM THE STATION SIGNBOARD, 5 FT. EAST OF EAST RAIL OF MAIN TRACK,
 EV0092'IN TOP OF A 1 BY 1 FT. CONCRETE SIGNAL BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0097 ***********************************************************************
 EV0097  DESIGNATION -  703 56
 EV0097  PID         -  EV0097
 EV0097  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0097  USGS QUAD   -  HELENDALE (1993)
 EV0097
 EV0097                         *CURRENT SURVEY CONTROL
 EV0097  ___________________________________________________________________
 EV0097* NAD 83(1986)-  34 41 24.     (N)    117 20 28.     (W)     SCALED    
 EV0097* NAVD 88     -       765.11   (+/-2cm)    2510.2    (feet)  VERTCON   
 EV0097  ___________________________________________________________________
 EV0097  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EV0097  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0097
 EV0097.The horizontal coordinates were scaled from a topographic map and have
 EV0097.an estimated accuracy of +/- 6 seconds.
 EV0097
 EV0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0097.The vertical order pertains to the NGVD 29 superseded value.
 EV0097
 EV0097.The geoid height was determined by GEOID03.
 EV0097
 EV0097;                    North         East    Units  Estimated Accuracy
 EV0097;SPC CA 5     -   632,200.    2,060,370.      MT  (+/- 180 meters Scaled)
 EV0097
 EV0097                          SUPERSEDED SURVEY CONTROL
 EV0097
 EV0097  NGVD 29 (??/??/92)  764.292  (m)         2507.51   (f) ADJ UNCH    1 1
 EV0097
 EV0097.Superseded values are not recommended for survey control.
 EV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0097.See file dsdata.txt to determine how the superseded data were derived.
 EV0097
 EV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU687387(NAD 83)
 EV0097_MARKER: DD = SURVEY DISK
 EV0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0097_SP_SET: CULVERT
 EV0097_STAMPING: 703-56 1968
 EV0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0097
 EV0097  HISTORY     - Date     Condition        Report By
 EV0097  HISTORY     - 1968     MONUMENTED       CA-071
 EV0097
 EV0097                          STATION DESCRIPTION
 EV0097
 EV0097'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0097'1.1 MI N FROM BRYMAN SIDING.
 EV0097'1.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0097'FROM THE SIDING SIGN AT BRYMAN SIDING, SET STANDARD BRASS DISK
 EV0097'IN THE SOUTHWEST CORNER CONCRETE CULVERT HEAD WALL FOR TWO
 EV0097'36-INCH CIRCULAR FLOW LINES, 12.0 FEET WEST OF WEST RAIL,
 EV0097'APPROXIMATELY 200 FEET NORTH OF THE CROSSING OF TURNER ROAD,
 EV0097'APPROXIMATELY 98 FEET SOUTH OF MILE POST 25 AND 3.4 FEET BELOW
 EV0097'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0103 ***********************************************************************
 EV0103  DESIGNATION -  703 57
 EV0103  PID         -  EV0103
 EV0103  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0103  USGS QUAD   -  HELENDALE (1993)
 EV0103
 EV0103                         *CURRENT SURVEY CONTROL
 EV0103  ___________________________________________________________________
 EV0103* NAD 83(1986)-  34 43 41.     (N)    117 19 54.     (W)     SCALED    
 EV0103* NAVD 88     -       750.04   (+/-2cm)    2460.8    (feet)  VERTCON   
 EV0103  ___________________________________________________________________
 EV0103  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV0103  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0103
 EV0103.The horizontal coordinates were scaled from a topographic map and have
 EV0103.an estimated accuracy of +/- 6 seconds.
 EV0103
 EV0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0103.The vertical order pertains to the NGVD 29 superseded value.
 EV0103
 EV0103.The geoid height was determined by GEOID03.
 EV0103
 EV0103;                    North         East    Units  Estimated Accuracy
 EV0103;SPC CA 5     -   636,430.    2,061,210.      MT  (+/- 180 meters Scaled)
 EV0103
 EV0103                          SUPERSEDED SURVEY CONTROL
 EV0103
 EV0103  NGVD 29 (??/??/92)  749.226  (m)         2458.09   (f) ADJ UNCH    1 1
 EV0103
 EV0103.Superseded values are not recommended for survey control.
 EV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0103.See file dsdata.txt to determine how the superseded data were derived.
 EV0103
 EV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU696429(NAD 83)
 EV0103_MARKER: S = SPIKE
 EV0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0103_SP_SET: RAILROAD SPIKE
 EV0103_STAMPING: 703-57 1968
 EV0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0103
 EV0103  HISTORY     - Date     Condition        Report By
 EV0103  HISTORY     - 1968     MONUMENTED       CA-071
 EV0103
 EV0103                          STATION DESCRIPTION
 EV0103
 EV0103'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0103'1.3 MI SW FROM HELENDALE.
 EV0103'1.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0103'RAILWAY FROM THE STATION SIGN AT HELENDALE, SET R.R. SPIKE IN
 EV0103'TELEGRAPH POLE NO. G ON THE SOUTHEAST SIDE, 35 FEET EASTERLY
 EV0103'OF EASTERLY RAIL OF EASTERLY TRACK, 36 FEET SOUTHERLY OF SIGN
 EV0103'POST MARKED W, 69 FEET SOUTHERLY OF HAND CAR SIDING PLATFORM,
 EV0103'8 FEET WESTERLY OF EASTERLY RIGHT OF WAY FENCE, 12 POLES
 EV0103'SOUTHERLY OF MILE POST 22, AND 3.3 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0107 ***********************************************************************
 EV0107  DESIGNATION -  703 58
 EV0107  PID         -  EV0107
 EV0107  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0107  USGS QUAD   -  HELENDALE (1993)
 EV0107
 EV0107                         *CURRENT SURVEY CONTROL
 EV0107  ___________________________________________________________________
 EV0107* NAD 83(1986)-  34 44 24.     (N)    117 19 30.     (W)     SCALED    
 EV0107* NAVD 88     -       743.35   (+/-2cm)    2438.8    (feet)  VERTCON   
 EV0107  ___________________________________________________________________
 EV0107  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV0107  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0107
 EV0107.The horizontal coordinates were scaled from a topographic map and have
 EV0107.an estimated accuracy of +/- 6 seconds.
 EV0107
 EV0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0107.The vertical order pertains to the NGVD 29 superseded value.
 EV0107
 EV0107.The geoid height was determined by GEOID03.
 EV0107
 EV0107;                    North         East    Units  Estimated Accuracy
 EV0107;SPC CA 5     -   637,750.    2,061,810.      MT  (+/- 180 meters Scaled)
 EV0107
 EV0107                          SUPERSEDED SURVEY CONTROL
 EV0107
 EV0107  NGVD 29 (??/??/92)  742.532  (m)         2436.12   (f) ADJ UNCH    1 1
 EV0107
 EV0107.Superseded values are not recommended for survey control.
 EV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0107.See file dsdata.txt to determine how the superseded data were derived.
 EV0107
 EV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU702442(NAD 83)
 EV0107_MARKER: DD = SURVEY DISK
 EV0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0107_SP_SET: CONCRETE BASE
 EV0107_STAMPING: BM
 EV0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0107
 EV0107  HISTORY     - Date     Condition        Report By
 EV0107  HISTORY     - 1968     MONUMENTED       CA-071
 EV0107
 EV0107                          STATION DESCRIPTION
 EV0107
 EV0107'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0107'0.4 MI SW FROM HELENDALE.
 EV0107'0.35 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0107'RAILWAY STATION SIGN AT HELENDALE, SET DRIVE PINE W/C.S. TAG
 EV0107'STAMPED B.M. IN THE SOUTHEAST CORNER OF A 36-INCH BY 30-INCH
 EV0107'CONCRETE BASE FOR A SIGNAL CONTROL STANDARD NO. 212, 11 FEET
 EV0107'EASTERLY OF EASTERLY RAIL OF THE NORTH BOUND MAIL LINE, 36 FEET
 EV0107'NORTHERLY OF SPEED SIGN POST MARKED 80-70, 88 FEET NORTHERLY
 EV0107'AND 27 FEET WESTERLY OF TELEGRAPH POLE NO. 51 G AND LEVEL WITH
 EV0107'TRACKS.  THE SIGNAL STANDARD IS ABOUT 150 FEET SOUTHERLY OF THE
 EV0107'CONTINUATION OF HARPER LAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0112 ***********************************************************************
 EV0112  DESIGNATION -  703 59
 EV0112  PID         -  EV0112
 EV0112  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0112  USGS QUAD   -  HELENDALE (1993)
 EV0112
 EV0112                         *CURRENT SURVEY CONTROL
 EV0112  ___________________________________________________________________
 EV0112* NAD 83(1986)-  34 44 56.     (N)    117 19 11.     (W)     SCALED    
 EV0112* NAVD 88     -       737.32   (+/-2cm)    2419.0    (feet)  VERTCON   
 EV0112  ___________________________________________________________________
 EV0112  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV0112  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0112
 EV0112.The horizontal coordinates were scaled from a topographic map and have
 EV0112.an estimated accuracy of +/- 6 seconds.
 EV0112
 EV0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0112.The vertical order pertains to the NGVD 29 superseded value.
 EV0112
 EV0112.The geoid height was determined by GEOID03.
 EV0112
 EV0112;                    North         East    Units  Estimated Accuracy
 EV0112;SPC CA 5     -   638,740.    2,062,290.      MT  (+/- 180 meters Scaled)
 EV0112
 EV0112                          SUPERSEDED SURVEY CONTROL
 EV0112
 EV0112  NGVD 29 (??/??/92)  736.499  (m)         2416.33   (f) ADJ UNCH    1 1
 EV0112
 EV0112.Superseded values are not recommended for survey control.
 EV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0112.See file dsdata.txt to determine how the superseded data were derived.
 EV0112
 EV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU707452(NAD 83)
 EV0112_MARKER: DD = SURVEY DISK
 EV0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0112_SP_SET: CONCRETE BASE
 EV0112_STAMPING: 703-59 1968
 EV0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0112
 EV0112  HISTORY     - Date     Condition        Report By
 EV0112  HISTORY     - 1968     MONUMENTED       CA-071
 EV0112
 EV0112                          STATION DESCRIPTION
 EV0112
 EV0112'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0112'0.4 MI NE FROM HELENDALE.
 EV0112'0.40 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0112'RAILWAY FROM THE SIGN AT HELENDALE, SET BRASS DISK IN THE
 EV0112'SOUTHEASTERLY CORNER OF A 13-INCH BY 7-INCH CONCRETE BASE
 EV0112'OF A SIGNAL CONTROL BOX, 24.2 FEET EASTERLY OF THE EASTERLY RAIL OF
 EV0112'THE SIDING TRACK, 31.4 FEET SOUTHWESTERLY FROM TELEGRAPH POLE
 EV0112'NO. GE58, 2 POLES SOUTHWESTERLY OF THE SOUTHEASTERLY CORNER OF A
 EV0112'PASTURE ACROSS THE TRACKS, AND 1.3 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0128 ***********************************************************************
 EV0128  DESIGNATION -  703 60
 EV0128  PID         -  EV0128
 EV0128  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0128  USGS QUAD   -  WILD CROSSING (1993)
 EV0128
 EV0128                         *CURRENT SURVEY CONTROL
 EV0128  ___________________________________________________________________
 EV0128* NAD 83(1986)-  34 46 13.     (N)    117 17 30.     (W)     SCALED    
 EV0128* NAVD 88     -       736.62   (+/-2cm)    2416.7    (feet)  VERTCON   
 EV0128  ___________________________________________________________________
 EV0128  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV0128  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0128
 EV0128.The horizontal coordinates were scaled from a topographic map and have
 EV0128.an estimated accuracy of +/- 6 seconds.
 EV0128
 EV0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0128.The vertical order pertains to the NGVD 29 superseded value.
 EV0128
 EV0128.The geoid height was determined by GEOID03.
 EV0128
 EV0128;                    North         East    Units  Estimated Accuracy
 EV0128;SPC CA 5     -   641,130.    2,064,840.      MT  (+/- 180 meters Scaled)
 EV0128
 EV0128                          SUPERSEDED SURVEY CONTROL
 EV0128
 EV0128  NGVD 29 (??/??/92)  735.804  (m)         2414.05   (f) ADJ UNCH    1 1
 EV0128
 EV0128.Superseded values are not recommended for survey control.
 EV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0128.See file dsdata.txt to determine how the superseded data were derived.
 EV0128
 EV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU733476(NAD 83)
 EV0128_MARKER: DD = SURVEY DISK
 EV0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0128_SP_SET: CULVERT
 EV0128_STAMPING: 703-60 1968
 EV0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0128
 EV0128  HISTORY     - Date     Condition        Report By
 EV0128  HISTORY     - 1968     MONUMENTED       CA-071
 EV0128
 EV0128                          STATION DESCRIPTION
 EV0128
 EV0128'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0128'2.6 MI NE FROM HELENDALE.
 EV0128'2.55 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0128'RAILWAY FROM THE STATION SIGN AT HELENDALE, SET BRASS DISK IN
 EV0128'THE WEST END OF THE NORTHWESTERLY CONCRETE HEAD WALL OF A TWIN
 EV0128'27-INCH CONCRETE CULVERT WITH 24-INCH CONCRETE CONDUIT SLEEVE SECTIONS
 EV0128'PLACED INSIDE, 13 FEET NORTHWESTERLY FROM THE NORTHWESTERLY RAIL
 EV0128'OF THE NORTH BOUND MAIN LINE, 62 FEET SOUTHWESTERLY FROM DOUBLE
 EV0128'POLES WITH PLATFORM, AND 4.8 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0124 ***********************************************************************
 EV0124  DESIGNATION -  703 61
 EV0124  PID         -  EV0124
 EV0124  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0124  USGS QUAD   -  WILD CROSSING (1993)
 EV0124
 EV0124                         *CURRENT SURVEY CONTROL
 EV0124  ___________________________________________________________________
 EV0124* NAD 83(1986)-  34 46 53.     (N)    117 16 18.     (W)     SCALED    
 EV0124* NAVD 88     -       731.08   (+/-2cm)    2398.6    (feet)  VERTCON   
 EV0124  ___________________________________________________________________
 EV0124  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV0124  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0124
 EV0124.The horizontal coordinates were scaled from a topographic map and have
 EV0124.an estimated accuracy of +/- 6 seconds.
 EV0124
 EV0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0124.The vertical order pertains to the NGVD 29 superseded value.
 EV0124
 EV0124.The geoid height was determined by GEOID03.
 EV0124
 EV0124;                    North         East    Units  Estimated Accuracy
 EV0124;SPC CA 5     -   642,380.    2,066,660.      MT  (+/- 180 meters Scaled)
 EV0124
 EV0124                          SUPERSEDED SURVEY CONTROL
 EV0124
 EV0124  NGVD 29 (??/??/92)  730.273  (m)         2395.90   (f) ADJ UNCH    1 1
 EV0124
 EV0124.Superseded values are not recommended for survey control.
 EV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0124.See file dsdata.txt to determine how the superseded data were derived.
 EV0124
 EV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU751488(NAD 83)
 EV0124_MARKER: S = SPIKE
 EV0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0124_SP_SET: RAILROAD SPIKE
 EV0124_STAMPING: SBCO SURV 703-61 1968
 EV0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0124
 EV0124  HISTORY     - Date     Condition        Report By
 EV0124  HISTORY     - 1968     MONUMENTED       CA-071
 EV0124
 EV0124                          STATION DESCRIPTION
 EV0124
 EV0124'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0124'3.9 MI NE FROM HELENDALE.
 EV0124'3.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0124'RAILWAY FROM THE STATION SIGN AT HELENDALE, SET R.R. SPIKE IN
 EV0124'TELEGRAPH POLE (NO NUMBER), 1 POLE EASTERLY OF MILE POST 17,
 EV0124'80 FEET SOUTHERLY OF THE SOUTHERLY TRACK OF THE EAST BOUND
 EV0124'MAIN LINE, 8 FEET NORTHERLY OF THE SOUTHERLY RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0121 ***********************************************************************
 EV0121  DESIGNATION -  703 62
 EV0121  PID         -  EV0121
 EV0121  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0121  USGS QUAD   -  WILD CROSSING (1993)
 EV0121
 EV0121                         *CURRENT SURVEY CONTROL
 EV0121  ___________________________________________________________________
 EV0121* NAD 83(1986)-  34 47 12.     (N)    117 15 15.     (W)     SCALED    
 EV0121* NAVD 88     -       720.95   (+/-2cm)    2365.3    (feet)  VERTCON   
 EV0121  ___________________________________________________________________
 EV0121  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EV0121  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0121
 EV0121.The horizontal coordinates were scaled from a topographic map and have
 EV0121.an estimated accuracy of +/- 6 seconds.
 EV0121
 EV0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0121.The vertical order pertains to the NGVD 29 superseded value.
 EV0121
 EV0121.The geoid height was determined by GEOID03.
 EV0121
 EV0121;                    North         East    Units  Estimated Accuracy
 EV0121;SPC CA 5     -   642,980.    2,068,260.      MT  (+/- 180 meters Scaled)
 EV0121
 EV0121                          SUPERSEDED SURVEY CONTROL
 EV0121
 EV0121  NGVD 29 (??/??/92)  720.140  (m)         2362.66   (f) ADJ UNCH    1 1
 EV0121
 EV0121.Superseded values are not recommended for survey control.
 EV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0121.See file dsdata.txt to determine how the superseded data were derived.
 EV0121
 EV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU767494(NAD 83)
 EV0121_MARKER: S = SPIKE
 EV0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0121_SP_SET: RAILROAD SPIKE
 EV0121_STAMPING: SBCO SURV 703-62 1968
 EV0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0121
 EV0121  HISTORY     - Date     Condition        Report By
 EV0121  HISTORY     - 1968     MONUMENTED       CA-071
 EV0121
 EV0121                          STATION DESCRIPTION
 EV0121
 EV0121'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0121'4 MI SW FROM HODGE SIDING.
 EV0121'4.05 MILES SOUTHWEST ALONG THE ATCHISON, TOPKEA AND SANTA FE
 EV0121'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, SET R.R. SPIKE IN
 EV0121'TELEGRAPH POLE (NO NUMBER), PAINTED RED AND WHITE (MILE POST 16)
 EV0121'AT APPROXIMATELY CENTER LINE OF HAND CAR OFF RAMP PLATFORM, 31
 EV0121'FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 19 FEET
 EV0121'NORTH OF RIGHT OF WAY FENCE AND 4 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3220 ***********************************************************************
 EV3220  DESIGNATION -  703 63
 EV3220  PID         -  EV3220
 EV3220  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3220  USGS QUAD   -  HODGE (1993)
 EV3220
 EV3220                         *CURRENT SURVEY CONTROL
 EV3220  ___________________________________________________________________
 EV3220* NAD 83(1986)-  34 47 22.     (N)    117 14 50.     (W)     SCALED    
 EV3220* NAVD 88     -       718.26   (+/-2cm)    2356.5    (feet)  VERTCON   
 EV3220  ___________________________________________________________________
 EV3220  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 EV3220  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV3220
 EV3220.The horizontal coordinates were scaled from a topographic map and have
 EV3220.an estimated accuracy of +/- 6 seconds.
 EV3220
 EV3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3220.The vertical order pertains to the NGVD 29 superseded value.
 EV3220
 EV3220.The geoid height was determined by GEOID03.
 EV3220
 EV3220;                    North         East    Units  Estimated Accuracy
 EV3220;SPC CA 5     -   643,290.    2,068,890.      MT  (+/- 180 meters Scaled)
 EV3220
 EV3220                          SUPERSEDED SURVEY CONTROL
 EV3220
 EV3220  NGVD 29 (??/??/92)  717.455  (m)         2353.85   (f) ADJ UNCH    1 1
 EV3220
 EV3220.Superseded values are not recommended for survey control.
 EV3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3220.See file dsdata.txt to determine how the superseded data were derived.
 EV3220
 EV3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU773497(NAD 83)
 EV3220_MARKER: DD = SURVEY DISK
 EV3220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3220_SP_SET: CONCRETE BASE
 EV3220_STAMPING: 703-63 1968
 EV3220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3220
 EV3220  HISTORY     - Date     Condition        Report By
 EV3220  HISTORY     - 1968     MONUMENTED       CA-071
 EV3220
 EV3220                          STATION DESCRIPTION
 EV3220
 EV3220'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3220'3.7 MI SW FROM HODGE SIDING.
 EV3220'3.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV3220'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, SET BRASS DISK
 EV3220'IN TOP OF THE NORTHWEST CORNER OF A 30-INCH BY 37-INCH CONCRETE
 EV3220'SIGNAL BASE (NO. 152), 8.2 FEET SOUTHEASTERLY FROM THE SOUTHEASTERLY
 EV3220'RAIL OF NORTH BOUND MAIN LINE AND 0.3 FOOT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0055 ***********************************************************************
 EV0055  DESIGNATION -  703 64
 EV0055  PID         -  EV0055
 EV0055  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0055  USGS QUAD   -  HODGE (1993)
 EV0055
 EV0055                         *CURRENT SURVEY CONTROL
 EV0055  ___________________________________________________________________
 EV0055* NAD 83(1986)-  34 47 38.     (N)    117 14 07.     (W)     SCALED    
 EV0055* NAVD 88     -       718.53   (+/-2cm)    2357.4    (feet)  VERTCON   
 EV0055  ___________________________________________________________________
 EV0055  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV0055  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0055
 EV0055.The horizontal coordinates were scaled from a topographic map and have
 EV0055.an estimated accuracy of +/- 6 seconds.
 EV0055
 EV0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0055.The vertical order pertains to the NGVD 29 superseded value.
 EV0055
 EV0055.The geoid height was determined by GEOID03.
 EV0055
 EV0055;                    North         East    Units  Estimated Accuracy
 EV0055;SPC CA 5     -   643,790.    2,069,980.      MT  (+/- 180 meters Scaled)
 EV0055
 EV0055                          SUPERSEDED SURVEY CONTROL
 EV0055
 EV0055  NGVD 29 (??/??/92)  717.729  (m)         2354.75   (f) ADJ UNCH    1 1
 EV0055
 EV0055.Superseded values are not recommended for survey control.
 EV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0055.See file dsdata.txt to determine how the superseded data were derived.
 EV0055
 EV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU784502(NAD 83)
 EV0055_MARKER: S = SPIKE
 EV0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0055_SP_SET: RAILROAD SPIKE
 EV0055_STAMPING: SBCO SURV BM 703-64 1968
 EV0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0055
 EV0055  HISTORY     - Date     Condition        Report By
 EV0055  HISTORY     - 1968     MONUMENTED       CA-071
 EV0055
 EV0055                          STATION DESCRIPTION
 EV0055
 EV0055'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0055'3 MI SW FROM HODGE SIDING.
 EV0055'3.05 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0055'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, SET R.R. SPIKE IN
 EV0055'TELEGRAPH POLE NUMBER 59 G, 4 POLES EASTERLY OF MILEPOST 15,
 EV0055'30 FEET SOUTH OF SOUTH TRACK OF EAST BOUND MAIN LINE, 17 FEET
 EV0055'NORTH OF SOUTH RIGHT OF WAY FENCE AND 3.2 FEET ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0060 ***********************************************************************
 EV0060  DESIGNATION -  703 65
 EV0060  PID         -  EV0060
 EV0060  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0060  USGS QUAD   -  HODGE (1993)
 EV0060
 EV0060                         *CURRENT SURVEY CONTROL
 EV0060  ___________________________________________________________________
 EV0060* NAD 83(1986)-  34 48 09.     (N)    117 12 50.     (W)     SCALED    
 EV0060* NAVD 88     -       704.02   (+/-2cm)    2309.8    (feet)  VERTCON   
 EV0060  ___________________________________________________________________
 EV0060  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV0060  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0060
 EV0060.The horizontal coordinates were scaled from a topographic map and have
 EV0060.an estimated accuracy of +/- 6 seconds.
 EV0060
 EV0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0060.The vertical order pertains to the NGVD 29 superseded value.
 EV0060
 EV0060.The geoid height was determined by GEOID03.
 EV0060
 EV0060;                    North         East    Units  Estimated Accuracy
 EV0060;SPC CA 5     -   644,760.    2,071,930.      MT  (+/- 180 meters Scaled)
 EV0060
 EV0060                          SUPERSEDED SURVEY CONTROL
 EV0060
 EV0060  NGVD 29 (??/??/92)  703.227  (m)         2307.17   (f) ADJ UNCH    1 1
 EV0060
 EV0060.Superseded values are not recommended for survey control.
 EV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0060.See file dsdata.txt to determine how the superseded data were derived.
 EV0060
 EV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU804511(NAD 83)
 EV0060_MARKER: S = SPIKE
 EV0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0060_SP_SET: RAILROAD SPIKE
 EV0060_STAMPING: SBCO SURV BM 703-65 1968
 EV0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0060
 EV0060  HISTORY     - Date     Condition        Report By
 EV0060  HISTORY     - 1968     MONUMENTED       CA-071
 EV0060
 EV0060                          STATION DESCRIPTION
 EV0060
 EV0060'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0060'1.7 MI SW FROM HODGE SIDING.
 EV0060'1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0060'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, 8 1/4 POLES NORTHEAST
 EV0060'OF SIGNAL CONTROL STANDARDS NOS. 134-133, 2 POLES NORTHEAST OF
 EV0060'1/2 MILEPOST, SET R.R. SPIKE IN TELEGRAPH POLE (NO NUMBER), 41
 EV0060'FEET SOUTHERLY OF SOUTHERLY TRACK OF NORTH BOUND MAIN LINE, 56 1/2
 EV0060'FEET NORTHERLY OF SOUTHERLY RIGHT OF WAY FENCE AND 6.4 FEET
 EV0060'BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0062 ***********************************************************************
 EV0062  DESIGNATION -  703 66
 EV0062  PID         -  EV0062
 EV0062  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0062  USGS QUAD   -  HODGE (1993)
 EV0062
 EV0062                         *CURRENT SURVEY CONTROL
 EV0062  ___________________________________________________________________
 EV0062* NAD 83(1986)-  34 48 38.     (N)    117 12 01.     (W)     SCALED    
 EV0062* NAVD 88     -       700.73   (+/-2cm)    2299.0    (feet)  VERTCON   
 EV0062  ___________________________________________________________________
 EV0062  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EV0062  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0062
 EV0062.The horizontal coordinates were scaled from a topographic map and have
 EV0062.an estimated accuracy of +/- 6 seconds.
 EV0062
 EV0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0062.The vertical order pertains to the NGVD 29 superseded value.
 EV0062
 EV0062.The geoid height was determined by GEOID03.
 EV0062
 EV0062;                    North         East    Units  Estimated Accuracy
 EV0062;SPC CA 5     -   645,660.    2,073,170.      MT  (+/- 180 meters Scaled)
 EV0062
 EV0062                          SUPERSEDED SURVEY CONTROL
 EV0062
 EV0062  NGVD 29 (??/??/92)  699.936  (m)         2296.37   (f) ADJ UNCH    1 1
 EV0062
 EV0062.Superseded values are not recommended for survey control.
 EV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0062.See file dsdata.txt to determine how the superseded data were derived.
 EV0062
 EV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU816520(NAD 83)
 EV0062_MARKER: DD = SURVEY DISK
 EV0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0062_SP_SET: CONCRETE BASE
 EV0062_STAMPING: 703-66 1968
 EV0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0062
 EV0062  HISTORY     - Date     Condition        Report By
 EV0062  HISTORY     - 1968     MONUMENTED       CA-071
 EV0062
 EV0062                          STATION DESCRIPTION
 EV0062
 EV0062'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0062'0.7 MI SW FROM HODGE SIDING.
 EV0062'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0062'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, SET A BRASS BENCH
 EV0062'MARK DISK IN THE TOP OF A 30-INCH BY 38-INCH CONCRETE BASE OF A
 EV0062'POWER SUPPLY STAND FOR C.T.C. SYSTEM (ADJACENT TO LOADING CHUTE
 EV0062'AND PENS FOR CATTLE), 7.8 FEET NORTHERLY OF THE NORTHERLY TRACK
 EV0062'OF THE SIDING TRACKS, 39 FEET SOUTHWESTERLY OF CENTERLINE OF A
 EV0062'FORMER ROAD CROSSING, AND 1.2 FEET ABOVE TRACKS AND 1.8 FEET ABOVE
 EV0062'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0066 ***********************************************************************
 EV0066  DESIGNATION -  703 67
 EV0066  PID         -  EV0066
 EV0066  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0066  USGS QUAD   -  HODGE (1993)
 EV0066
 EV0066                         *CURRENT SURVEY CONTROL
 EV0066  ___________________________________________________________________
 EV0066* NAD 83(1986)-  34 49 26.     (N)    117 11 16.     (W)     SCALED    
 EV0066* NAVD 88     -       693.41   (+/-2cm)    2275.0    (feet)  VERTCON   
 EV0066  ___________________________________________________________________
 EV0066  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EV0066  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0066
 EV0066.The horizontal coordinates were scaled from a topographic map and have
 EV0066.an estimated accuracy of +/- 6 seconds.
 EV0066
 EV0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0066.The vertical order pertains to the NGVD 29 superseded value.
 EV0066
 EV0066.The geoid height was determined by GEOID03.
 EV0066
 EV0066;                    North         East    Units  Estimated Accuracy
 EV0066;SPC CA 5     -   647,150.    2,074,300.      MT  (+/- 180 meters Scaled)
 EV0066
 EV0066                          SUPERSEDED SURVEY CONTROL
 EV0066
 EV0066  NGVD 29 (??/??/92)  692.622  (m)         2272.38   (f) ADJ UNCH    1 1
 EV0066
 EV0066.Superseded values are not recommended for survey control.
 EV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0066.See file dsdata.txt to determine how the superseded data were derived.
 EV0066
 EV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU828535(NAD 83)
 EV0066_MARKER: DD = SURVEY DISK
 EV0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0066_SP_SET: CULVERT
 EV0066_STAMPING: 703-67 1968
 EV0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0066
 EV0066  HISTORY     - Date     Condition        Report By
 EV0066  HISTORY     - 1968     MONUMENTED       CA-071
 EV0066
 EV0066                          STATION DESCRIPTION
 EV0066
 EV0066'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0066'0.6 MI NE FROM HODGE SIDING.
 EV0066'0.55 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0066'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, SET STANDARD BRASS
 EV0066'BENCH MARK DISK IN THE TOP OF THE SOUTH CORNER OF THE SOUTHEAST
 EV0066'CONCRETE HEADWALL (DATED 1936) WITH DOUBLE 48-INCH CONCRETE
 EV0066'CULVERT PIPE, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EV0066'NORTH BOUND MAIN LINE, 630 FEET EASTERLY OF POWERLINE CROSSING
 EV0066'AND HAND CAR PLATFORM, AND 5.9 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0068 ***********************************************************************
 EV0068  DESIGNATION -  703 68
 EV0068  PID         -  EV0068
 EV0068  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0068  USGS QUAD   -  HODGE (1993)
 EV0068
 EV0068                         *CURRENT SURVEY CONTROL
 EV0068  ___________________________________________________________________
 EV0068* NAD 83(1986)-  34 50 03.     (N)    117 11 06.     (W)     SCALED    
 EV0068* NAVD 88     -       695.48   (+/-2cm)    2281.8    (feet)  VERTCON   
 EV0068  ___________________________________________________________________
 EV0068  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EV0068  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0068
 EV0068.The horizontal coordinates were scaled from a topographic map and have
 EV0068.an estimated accuracy of +/- 6 seconds.
 EV0068
 EV0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0068.The vertical order pertains to the NGVD 29 superseded value.
 EV0068
 EV0068.The geoid height was determined by GEOID03.
 EV0068
 EV0068;                    North         East    Units  Estimated Accuracy
 EV0068;SPC CA 5     -   648,300.    2,074,540.      MT  (+/- 180 meters Scaled)
 EV0068
 EV0068                          SUPERSEDED SURVEY CONTROL
 EV0068
 EV0068  NGVD 29 (??/??/92)  694.694  (m)         2279.18   (f) ADJ UNCH    1 1
 EV0068
 EV0068.Superseded values are not recommended for survey control.
 EV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0068.See file dsdata.txt to determine how the superseded data were derived.
 EV0068
 EV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU830546(NAD 83)
 EV0068_MARKER: DB = BENCH MARK DISK
 EV0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0068_SP_SET: CONCRETE BASE
 EV0068_STAMPING: 703-68 1968
 EV0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0068
 EV0068  HISTORY     - Date     Condition        Report By
 EV0068  HISTORY     - 1968     MONUMENTED       CA-071
 EV0068
 EV0068                          STATION DESCRIPTION
 EV0068
 EV0068'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0068'1.2 MI NE FROM HODGE SIDING.
 EV0068'1.25 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0068'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, SET BRASS DISK IN
 EV0068'CENTER SOUTHEAST SIDE OF 30-INCH BY 30-INCH CROSSING WARNING
 EV0068'SIGNAL BASE AT HINKLEY ROAD GRADE CROSSING, 18.7 FEET NORTHWESTERLY
 EV0068'FORM THE NORTHWESTERLY RAIL OF SOUTH BOUND MAIN LINE, AND LEVEL
 EV0068'WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0071 ***********************************************************************
 EV0071  DESIGNATION -  703 69
 EV0071  PID         -  EV0071
 EV0071  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0071  USGS QUAD   -  HODGE (1993)
 EV0071
 EV0071                         *CURRENT SURVEY CONTROL
 EV0071  ___________________________________________________________________
 EV0071* NAD 83(1986)-  34 50 35.     (N)    117 10 25.     (W)     SCALED    
 EV0071* NAVD 88     -       689.75   (+/-2cm)    2263.0    (feet)  VERTCON   
 EV0071  ___________________________________________________________________
 EV0071  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EV0071  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0071
 EV0071.The horizontal coordinates were scaled from a topographic map and have
 EV0071.an estimated accuracy of +/- 6 seconds.
 EV0071
 EV0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0071.The vertical order pertains to the NGVD 29 superseded value.
 EV0071
 EV0071.The geoid height was determined by GEOID03.
 EV0071
 EV0071;                    North         East    Units  Estimated Accuracy
 EV0071;SPC CA 5     -   649,290.    2,075,580.      MT  (+/- 180 meters Scaled)
 EV0071
 EV0071                          SUPERSEDED SURVEY CONTROL
 EV0071
 EV0071  NGVD 29 (??/??/92)  688.966  (m)         2260.38   (f) ADJ UNCH    1 1
 EV0071
 EV0071.Superseded values are not recommended for survey control.
 EV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0071.See file dsdata.txt to determine how the superseded data were derived.
 EV0071
 EV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU841556(NAD 83)
 EV0071_MARKER: S = SPIKE
 EV0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0071_SP_SET: RAILROAD SPIKE
 EV0071_STAMPING: SBCO SURV BM 703-69 1968
 EV0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0071
 EV0071  HISTORY     - Date     Condition        Report By
 EV0071  HISTORY     - 1968     MONUMENTED       CA-071
 EV0071
 EV0071                          STATION DESCRIPTION
 EV0071
 EV0071'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0071'2.2 MI NE FROM HODGE SIDING.
 EV0071'2.15 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0071'RAILWAY FROM THE SIDING SIGN AT HODGE SIDING, 7 1/2 POLES
 EV0071'SOUTHWEST OF A DIRT FARM ROAD CROSSING NO. 2-9.4, SET R.R. SPIKE
 EV0071'IN TELEGRAPH POLE (NO NUMBER), 39 FEET SOUTHERLY OF SOUTHERLY
 EV0071'RAIL OF THE NORTH BOUND MAIN LINE, 1 POLE WESTERLY OF POLE
 EV0071'NUMBER 15 G, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0073 ***********************************************************************
 EV0073  DESIGNATION -  703 70
 EV0073  PID         -  EV0073
 EV0073  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0073  USGS QUAD   -  HODGE (1993)
 EV0073
 EV0073                         *CURRENT SURVEY CONTROL
 EV0073  ___________________________________________________________________
 EV0073* NAD 83(1986)-  34 51 12.     (N)    117 09 29.     (W)     SCALED    
 EV0073* NAVD 88     -       685.62   (+/-2cm)    2249.4    (feet)  VERTCON   
 EV0073  ___________________________________________________________________
 EV0073  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EV0073  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0073
 EV0073.The horizontal coordinates were scaled from a topographic map and have
 EV0073.an estimated accuracy of +/- 6 seconds.
 EV0073
 EV0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0073.The vertical order pertains to the NGVD 29 superseded value.
 EV0073
 EV0073.The geoid height was determined by GEOID03.
 EV0073
 EV0073;                    North         East    Units  Estimated Accuracy
 EV0073;SPC CA 5     -   650,440.    2,076,990.      MT  (+/- 180 meters Scaled)
 EV0073
 EV0073                          SUPERSEDED SURVEY CONTROL
 EV0073
 EV0073  NGVD 29 (??/??/92)  684.840  (m)         2246.85   (f) ADJ UNCH    1 1
 EV0073
 EV0073.Superseded values are not recommended for survey control.
 EV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0073.See file dsdata.txt to determine how the superseded data were derived.
 EV0073
 EV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU855567(NAD 83)
 EV0073_MARKER: DD = SURVEY DISK
 EV0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0073_SP_SET: CONCRETE BASE
 EV0073_STAMPING: 703-70 1968
 EV0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0073
 EV0073  HISTORY     - Date     Condition        Report By
 EV0073  HISTORY     - 1968     MONUMENTED       CA-071
 EV0073
 EV0073                          STATION DESCRIPTION
 EV0073
 EV0073'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0073'2.6 MI SW FROM LENWOOD SIDING.
 EV0073'2.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0073'RAILWAY FROM THE SIDING SIGN AT LENWOOD SIDING, SET BRASS DISK
 EV0073'IN TOP OF THE SOUTHWEST CORNER OF A 30-INCH BY 38-INCH CONCRETE
 EV0073'BASE POWER SUPPLY STAND, 7.0 FEET NORTHWEST FROM THE NORTHWEST
 EV0073'RAIL OF THE SOUTH BOUND MAIN LINE AND LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0076 ***********************************************************************
 EV0076  DESIGNATION -  703 71
 EV0076  PID         -  EV0076
 EV0076  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0076  USGS QUAD   -  HODGE (1993)
 EV0076
 EV0076                         *CURRENT SURVEY CONTROL
 EV0076  ___________________________________________________________________
 EV0076* NAD 83(1986)-  34 51 38.     (N)    117 08 51.     (W)     SCALED    
 EV0076* NAVD 88     -       683.96   (+/-2cm)    2244.0    (feet)  VERTCON   
 EV0076  ___________________________________________________________________
 EV0076  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EV0076  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0076
 EV0076.The horizontal coordinates were scaled from a topographic map and have
 EV0076.an estimated accuracy of +/- 6 seconds.
 EV0076
 EV0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0076.The vertical order pertains to the NGVD 29 superseded value.
 EV0076
 EV0076.The geoid height was determined by GEOID03.
 EV0076
 EV0076;                    North         East    Units  Estimated Accuracy
 EV0076;SPC CA 5     -   651,250.    2,077,950.      MT  (+/- 180 meters Scaled)
 EV0076
 EV0076                          SUPERSEDED SURVEY CONTROL
 EV0076
 EV0076  NGVD 29 (??/??/92)  683.187  (m)         2241.42   (f) ADJ UNCH    1 1
 EV0076
 EV0076.Superseded values are not recommended for survey control.
 EV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0076.See file dsdata.txt to determine how the superseded data were derived.
 EV0076
 EV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU865575(NAD 83)
 EV0076_MARKER: S = SPIKE
 EV0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0076_SP_SET: RAILROAD SPIKE
 EV0076_STAMPING: SBCO SURV BM 703-71 1968
 EV0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0076
 EV0076  HISTORY     - Date     Condition        Report By
 EV0076  HISTORY     - 1968     MONUMENTED       CA-071
 EV0076
 EV0076                          STATION DESCRIPTION
 EV0076
 EV0076'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0076'1.8 MI SW FROM LENWOOD SIDING.
 EV0076'1.85 MILES SOUTHWEST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV0076'FROM THE SIDING SIGN AT LENWOOD SIDING, SET R.R. SPIKE IN
 EV0076'TELEGRAPH POLE NO. G S1 (E-59) 7 POLES EASTERLY OF MILEPOST 8,
 EV0076'38 FEET SOUTHERLY OF SOUTHERLY TRACK OF NORTH BOUND MAIN LINE, 1
 EV0076'POLE EASTERLY AND ACROSS THE TRACKS FROM A DOUBLE POLE, AND 1.7
 EV0076'FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0077 ***********************************************************************
 EV0077  DESIGNATION -  703 72
 EV0077  PID         -  EV0077
 EV0077  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0077  USGS QUAD   -  HODGE (1993)
 EV0077
 EV0077                         *CURRENT SURVEY CONTROL
 EV0077  ___________________________________________________________________
 EV0077* NAD 83(1986)-  34 51 49.     (N)    117 08 30.     (W)     SCALED    
 EV0077* NAVD 88     -       680.72   (+/-2cm)    2233.3    (feet)  VERTCON   
 EV0077  ___________________________________________________________________
 EV0077  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EV0077  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0077
 EV0077.The horizontal coordinates were scaled from a topographic map and have
 EV0077.an estimated accuracy of +/- 6 seconds.
 EV0077
 EV0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0077.The vertical order pertains to the NGVD 29 superseded value.
 EV0077
 EV0077.The geoid height was determined by GEOID03.
 EV0077
 EV0077;                    North         East    Units  Estimated Accuracy
 EV0077;SPC CA 5     -   651,590.    2,078,480.      MT  (+/- 180 meters Scaled)
 EV0077
 EV0077                          SUPERSEDED SURVEY CONTROL
 EV0077
 EV0077  NGVD 29 (??/??/92)  679.945  (m)         2230.79   (f) ADJ UNCH    1 1
 EV0077
 EV0077.Superseded values are not recommended for survey control.
 EV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0077.See file dsdata.txt to determine how the superseded data were derived.
 EV0077
 EV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU870579(NAD 83)
 EV0077_MARKER: S = SPIKE
 EV0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0077_SP_SET: RAILROAD SPIKE
 EV0077_STAMPING: SBCO SURV BM 703-72 1968
 EV0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0077
 EV0077  HISTORY     - Date     Condition        Report By
 EV0077  HISTORY     - 1968     MONUMENTED       CA-071
 EV0077
 EV0077                          STATION DESCRIPTION
 EV0077
 EV0077'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0077'1.4 MI SW FROM LENWOOD SIDING.
 EV0077'1.45 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0077'RAILWAY FROM THE SIDING SIGN AT LENWOOD SIDING, SET R.R. SPIKE
 EV0077'IN TELEGRAPH POLE, (NO NUMBER), 16 1/2 POLES SOUTHWEST OF MILE
 EV0077'POST SIGN 7, 1 POLE EASTERLY OF POLE NO. E 56, 39 FEET SOUTHERLY
 EV0077'OF SOUTHERLY RAIL OF NORTH BOUND MAIN LINE AND 2 FEET BELOW
 EV0077'TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0080 ***********************************************************************
 EV0080  DESIGNATION -  703 73
 EV0080  PID         -  EV0080
 EV0080  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0080  USGS QUAD   -  HODGE (1993)
 EV0080
 EV0080                         *CURRENT SURVEY CONTROL
 EV0080  ___________________________________________________________________
 EV0080* NAD 83(1986)-  34 52 07.     (N)    117 07 48.     (W)     SCALED    
 EV0080* NAVD 88     -       681.58   (+/-2cm)    2236.2    (feet)  VERTCON   
 EV0080  ___________________________________________________________________
 EV0080  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 EV0080  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0080
 EV0080.The horizontal coordinates were scaled from a topographic map and have
 EV0080.an estimated accuracy of +/- 6 seconds.
 EV0080
 EV0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0080.The vertical order pertains to the NGVD 29 superseded value.
 EV0080
 EV0080.The geoid height was determined by GEOID03.
 EV0080
 EV0080;                    North         East    Units  Estimated Accuracy
 EV0080;SPC CA 5     -   652,160.    2,079,540.      MT  (+/- 180 meters Scaled)
 EV0080
 EV0080                          SUPERSEDED SURVEY CONTROL
 EV0080
 EV0080  NGVD 29 (??/??/92)  680.811  (m)         2233.63   (f) ADJ UNCH    1 1
 EV0080
 EV0080.Superseded values are not recommended for survey control.
 EV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0080.See file dsdata.txt to determine how the superseded data were derived.
 EV0080
 EV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU881584(NAD 83)
 EV0080_MARKER: DD = SURVEY DISK
 EV0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0080_SP_SET: DRIVE PIN
 EV0080_STAMPING: BM
 EV0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0080
 EV0080  HISTORY     - Date     Condition        Report By
 EV0080  HISTORY     - 1968     MONUMENTED       CA-071
 EV0080
 EV0080                          STATION DESCRIPTION
 EV0080
 EV0080'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0080'0.7 MI SW FROM LENWOOD SIDING.
 EV0080'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0080'RAILWAY FROM THE SIDING SIGN AT LENWOOD SIDING, 17 1/2 POLES
 EV0080'NORTHEASTERLY OF MILE POST 7, SET DRIVE PIN WITH COUNTY SURVEYOR
 EV0080'BRASS TAG IN TOP OF SHOULDER EXTENDING FROM THE SOUTHEASTERLY
 EV0080'CORNER OF A TWIN STEEL LID OF A CONCRETE CONTROL BOX
 EV0080'APPROXIMATELY 5 FEET BY 3 1/4 FEET, 7 1/2 FEET NORTHERLY OF THE
 EV0080'NORTHERLY TRACK OF A SIDING SPUR LINE AND ABOUT LEVEL WITH THE
 EV0080'MAIN LINE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0001 ***********************************************************************
 EV0001  DESIGNATION -  703 74
 EV0001  PID         -  EV0001
 EV0001  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0001  USGS QUAD   -  BARSTOW (1993)
 EV0001
 EV0001                         *CURRENT SURVEY CONTROL
 EV0001  ___________________________________________________________________
 EV0001* NAD 83(1986)-  34 52 38.     (N)    117 06 45.     (W)     SCALED    
 EV0001* NAVD 88     -       683.95   (+/-2cm)    2243.9    (feet)  VERTCON   
 EV0001  ___________________________________________________________________
 EV0001  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EV0001  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0001
 EV0001.The horizontal coordinates were scaled from a topographic map and have
 EV0001.an estimated accuracy of +/- 6 seconds.
 EV0001
 EV0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0001.The vertical order pertains to the NGVD 29 superseded value.
 EV0001
 EV0001.The geoid height was determined by GEOID03.
 EV0001
 EV0001;                    North         East    Units  Estimated Accuracy
 EV0001;SPC CA 5     -   653,130.    2,081,130.      MT  (+/- 180 meters Scaled)
 EV0001
 EV0001                          SUPERSEDED SURVEY CONTROL
 EV0001
 EV0001  NGVD 29 (??/??/92)  683.188  (m)         2241.43   (f) ADJ UNCH    1 1
 EV0001
 EV0001.Superseded values are not recommended for survey control.
 EV0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0001.See file dsdata.txt to determine how the superseded data were derived.
 EV0001
 EV0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU897594(NAD 83)
 EV0001_MARKER: S = SPIKE
 EV0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0001_SP_SET: RAILROAD SPIKE
 EV0001_STAMPING: SBCO SURV BM 703-74 1968
 EV0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0001
 EV0001  HISTORY     - Date     Condition        Report By
 EV0001  HISTORY     - 1968     MONUMENTED       CA-071
 EV0001
 EV0001                          STATION DESCRIPTION
 EV0001
 EV0001'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0001'0.4 MI NE FROM LENWOOD SIDING.
 EV0001'0.45 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0001'RAILWAY FROM THE SIDING SIGN AT LENWOOD SIDING, SET R.R. SPIKE
 EV0001'IN TELEGRAPH POLE (NO NUMBER) 14TH POLE EAST OF LENWOOD ROAD,
 EV0001'0.4 MILE EAST OF LENWOOD ROAD, 56 FEET NORTH OF THE NORTH TRACK
 EV0001'OF THE SOUTH BOUND MAIN LINE, AND 3.7 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0004 ***********************************************************************
 EV0004  DESIGNATION -  703 75
 EV0004  PID         -  EV0004
 EV0004  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0004  USGS QUAD   -  BARSTOW (1993)
 EV0004
 EV0004                         *CURRENT SURVEY CONTROL
 EV0004  ___________________________________________________________________
 EV0004* NAD 83(1986)-  34 52 55.     (N)    117 05 57.     (W)     SCALED    
 EV0004* NAVD 88     -       680.75   (+/-2cm)    2233.4    (feet)  VERTCON   
 EV0004  ___________________________________________________________________
 EV0004  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EV0004  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0004
 EV0004.The horizontal coordinates were scaled from a topographic map and have
 EV0004.an estimated accuracy of +/- 6 seconds.
 EV0004
 EV0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0004.The vertical order pertains to the NGVD 29 superseded value.
 EV0004
 EV0004.The geoid height was determined by GEOID03.
 EV0004
 EV0004;                    North         East    Units  Estimated Accuracy
 EV0004;SPC CA 5     -   653,660.    2,082,350.      MT  (+/- 180 meters Scaled)
 EV0004
 EV0004                          SUPERSEDED SURVEY CONTROL
 EV0004
 EV0004  NGVD 29 (??/??/92)  679.992  (m)         2230.94   (f) ADJ UNCH    1 1
 EV0004
 EV0004.Superseded values are not recommended for survey control.
 EV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0004.See file dsdata.txt to determine how the superseded data were derived.
 EV0004
 EV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU909599(NAD 83)
 EV0004_MARKER: DD = SURVEY DISK
 EV0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0004_SP_SET: CONCRETE BASE
 EV0004_STAMPING: 703-75 1968
 EV0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0004
 EV0004  HISTORY     - Date     Condition        Report By
 EV0004  HISTORY     - 1968     MONUMENTED       CA-071
 EV0004
 EV0004                          STATION DESCRIPTION
 EV0004
 EV0004'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0004'1.3 MI NE FROM LENWOOD SIDING.
 EV0004'1.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0004'RAILWAY FROM THE SIDING SIGN AT LENWOOD SIDING, SET STANDARD
 EV0004'BRASS DISK IN THE TOP OF THE SOUTHWEST CORNER OF 30-INCH BY
 EV0004'38-INCH CONCRETE BASE FOR POWER SUPPLY STANDARD, 9.8 FEET
 EV0004'NORTHERLY FROM THE NORTHERLY RAIL OF THE SOUTH BOUND MAIN LINE,
 EV0004'6-1/3 POLES EASTERLY FROM DOUBLE TELEGRAPH POLE, 15 1/2 POLES
 EV0004'EASTERLY FROM MILEPOST SIGN 5, AND 0.2 FOOT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0005 ***********************************************************************
 EV0005  DESIGNATION -  703 76
 EV0005  PID         -  EV0005
 EV0005  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0005  USGS QUAD   -  BARSTOW (1993)
 EV0005
 EV0005                         *CURRENT SURVEY CONTROL
 EV0005  ___________________________________________________________________
 EV0005* NAD 83(1986)-  34 53 03.     (N)    117 05 36.     (W)     SCALED    
 EV0005* NAVD 88     -       674.76   (+/-2cm)    2213.8    (feet)  VERTCON   
 EV0005  ___________________________________________________________________
 EV0005  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EV0005  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0005
 EV0005.The horizontal coordinates were scaled from a topographic map and have
 EV0005.an estimated accuracy of +/- 6 seconds.
 EV0005
 EV0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0005.The vertical order pertains to the NGVD 29 superseded value.
 EV0005
 EV0005.The geoid height was determined by GEOID03.
 EV0005
 EV0005;                    North         East    Units  Estimated Accuracy
 EV0005;SPC CA 5     -   653,910.    2,082,880.      MT  (+/- 180 meters Scaled)
 EV0005
 EV0005                          SUPERSEDED SURVEY CONTROL
 EV0005
 EV0005  NGVD 29 (??/??/92)  674.002  (m)         2211.29   (f) ADJ UNCH    1 1
 EV0005
 EV0005.Superseded values are not recommended for survey control.
 EV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0005.See file dsdata.txt to determine how the superseded data were derived.
 EV0005
 EV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU914602(NAD 83)
 EV0005_MARKER: DD = SURVEY DISK
 EV0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0005_SP_SET: CULVERT
 EV0005_STAMPING: 703-76 1968
 EV0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0005
 EV0005  HISTORY     - Date     Condition        Report By
 EV0005  HISTORY     - 1968     MONUMENTED       CA-071
 EV0005
 EV0005                          STATION DESCRIPTION
 EV0005
 EV0005'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0005'1.6 MI NE FROM LENWOOD SIDING.
 EV0005'1.65 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0005'RAILWAY FROM THE SIDING SIGN AT LENWOOD SIDING, SET BRASS DISK
 EV0005'IN THE TOP OF THE NORTHEAST CORNER OF A 6 FOOT BY 6 FOOT ARCH
 EV0005'CONCRETE CULVERT HEADWALL, 24.8 FEET NORTH OF THE NORTH RAIL OF
 EV0005'THE SOUTH BOUND MAIN LINE, 6 1/4 POLES SOUTHWEST FROM MILEPOST
 EV0005'4 SIGN, AND 12.0 FEET BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0007 ***********************************************************************
 EV0007  DESIGNATION -  703 77
 EV0007  PID         -  EV0007
 EV0007  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0007  USGS QUAD   -  BARSTOW (1993)
 EV0007
 EV0007                         *CURRENT SURVEY CONTROL
 EV0007  ___________________________________________________________________
 EV0007* NAD 83(1986)-  34 53 17.     (N)    117 04 44.     (W)     SCALED    
 EV0007* NAVD 88     -       665.51   (+/-2cm)    2183.4    (feet)  VERTCON   
 EV0007  ___________________________________________________________________
 EV0007  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EV0007  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0007
 EV0007.The horizontal coordinates were scaled from a topographic map and have
 EV0007.an estimated accuracy of +/- 6 seconds.
 EV0007
 EV0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0007.The vertical order pertains to the NGVD 29 superseded value.
 EV0007
 EV0007.The geoid height was determined by GEOID03.
 EV0007
 EV0007;                    North         East    Units  Estimated Accuracy
 EV0007;SPC CA 5     -   654,360.    2,084,190.      MT  (+/- 180 meters Scaled)
 EV0007
 EV0007                          SUPERSEDED SURVEY CONTROL
 EV0007
 EV0007  NGVD 29 (??/??/92)  664.757  (m)         2180.96   (f) ADJ UNCH    1 1
 EV0007
 EV0007.Superseded values are not recommended for survey control.
 EV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0007.See file dsdata.txt to determine how the superseded data were derived.
 EV0007
 EV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU927606(NAD 83)
 EV0007_MARKER: DD = SURVEY DISK
 EV0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0007_SP_SET: CULVERT
 EV0007_STAMPING: 703-77 1968
 EV0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0007
 EV0007  HISTORY     - Date     Condition        Report By
 EV0007  HISTORY     - 1968     MONUMENTED       CA-071
 EV0007
 EV0007                          STATION DESCRIPTION
 EV0007
 EV0007'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0007'3.4 MI SW FROM BARSTOW.
 EV0007'3.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0007'RAILWAY FROM THE STATION AT BARSTOW, 5 3/4 POLES SOUTHWESTERLY
 EV0007'OF MILEPOST 3 SIGN, SET BRASS DISK IN THE TOP OF NORTHERLY HEAD
 EV0007'WALL OF A DOUBLE 48-INCH CONCRETE CULVERT AT THE NORTHWEST
 EV0007'CORNER, 28.0 FEET NORTHERLY FROM THE NORTHERLY RAIL OF THE SOUTH
 EV0007'BOUND TRACK, AND 15.0 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0010 ***********************************************************************
 EV0010  DESIGNATION -  703 78
 EV0010  PID         -  EV0010
 EV0010  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0010  USGS QUAD   -  BARSTOW (1993)
 EV0010
 EV0010                         *CURRENT SURVEY CONTROL
 EV0010  ___________________________________________________________________
 EV0010* NAD 83(1986)-  34 53 35.     (N)    117 03 44.     (W)     SCALED    
 EV0010* NAVD 88     -       662.91   (+/-2cm)    2174.9    (feet)  VERTCON   
 EV0010  ___________________________________________________________________
 EV0010  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EV0010  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0010
 EV0010.The horizontal coordinates were scaled from a topographic map and have
 EV0010.an estimated accuracy of +/- 6 seconds.
 EV0010
 EV0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0010.The vertical order pertains to the NGVD 29 superseded value.
 EV0010
 EV0010.The geoid height was determined by GEOID03.
 EV0010
 EV0010;                    North         East    Units  Estimated Accuracy
 EV0010;SPC CA 5     -   654,930.    2,085,710.      MT  (+/- 180 meters Scaled)
 EV0010
 EV0010                          SUPERSEDED SURVEY CONTROL
 EV0010
 EV0010  NGVD 29 (??/??/92)  662.164  (m)         2172.45   (f) ADJ UNCH    1 1
 EV0010
 EV0010.Superseded values are not recommended for survey control.
 EV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0010.See file dsdata.txt to determine how the superseded data were derived.
 EV0010
 EV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU943611(NAD 83)
 EV0010_MARKER: DD = SURVEY DISK
 EV0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0010_SP_SET: BRIDGE ABUTMENT
 EV0010_STAMPING: 703-78 1968
 EV0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0010
 EV0010  HISTORY     - Date     Condition        Report By
 EV0010  HISTORY     - 1968     MONUMENTED       CA-071
 EV0010
 EV0010                          STATION DESCRIPTION
 EV0010
 EV0010'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0010'2.4 MI SW FROM BARSTOW.
 EV0010'2.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0010'RAILWAY FROM THE STATION AT BARSTOW, 9 1/2 POLES EASTERLY OF A
 EV0010'DOUBLE POLE, SET STANDARD BENCH MARK DISK IN THE TOP OF THE
 EV0010'NORTHERLY END OF THE EASTERLY CONCRETE ABUTMENT OF A GIRDED
 EV0010'BRIDGE OVER A DIRT ROAD, 8 FEET NORTHERLY FROM THE NORTHERLY
 EV0010'RAIL OF SIDE TRACK AND 1.7 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0013 ***********************************************************************
 EV0013  DESIGNATION -  703 79
 EV0013  PID         -  EV0013
 EV0013  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0013  USGS QUAD   -  BARSTOW (1993)
 EV0013
 EV0013                         *CURRENT SURVEY CONTROL
 EV0013  ___________________________________________________________________
 EV0013* NAD 83(1986)-  34 53 44.     (N)    117 03 01.     (W)     SCALED    
 EV0013* NAVD 88     -       658.139  (meters)    2159.24   (feet)  READJUSTED
 EV0013  ___________________________________________________________________
 EV0013  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EV0013  DYNAMIC HT  -         657.400 (meters)    2156.82  (feet)  COMP
 EV0013  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 EV0013
 EV0013  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0013
 EV0013.The horizontal coordinates were scaled from a topographic map and have
 EV0013.an estimated accuracy of +/- 6 seconds.
 EV0013
 EV0013.The orthometric height was determined by differential leveling
 EV0013.and adjusted in February 1993.
 EV0013.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0013.distribution rate of 0.0 thru 1.0 mm/km.
 EV0013.The height was derived from older observations constrained to new
 EV0013.heights in a crustal motion area.  The height is approximate in
 EV0013.relation to other heights in its vicinity.
 EV0013
 EV0013.The geoid height was determined by GEOID03.
 EV0013
 EV0013.The dynamic height is computed by dividing the NAVD 88
 EV0013.geopotential number by the normal gravity value computed on the
 EV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0013.degrees latitude (g = 980.6199 gals.).
 EV0013
 EV0013.The modeled gravity was interpolated from observed gravity values.
 EV0013
 EV0013;                    North         East    Units  Estimated Accuracy
 EV0013;SPC CA 5     -   655,210.    2,086,800.      MT  (+/- 180 meters Scaled)
 EV0013
 EV0013                          SUPERSEDED SURVEY CONTROL
 EV0013
 EV0013  NGVD 29 (??/??/92)  657.388  (m)         2156.78   (f) ADJ UNCH    1 1
 EV0013
 EV0013.Superseded values are not recommended for survey control.
 EV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0013.See file dsdata.txt to determine how the superseded data were derived.
 EV0013
 EV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU954614(NAD 83)
 EV0013_MARKER: S = SPIKE
 EV0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0013_SP_SET: BRIDGE ABUTMENT
 EV0013_STAMPING: SBCO BM 703-79
 EV0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0013
 EV0013  HISTORY     - Date     Condition        Report By
 EV0013  HISTORY     - 1968     MONUMENTED       CA-071
 EV0013  HISTORY     - 1977     GOOD             NGS
 EV0013
 EV0013                          STATION DESCRIPTION
 EV0013
 EV0013'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0013'1.6 MI SW FROM BARSTOW.
 EV0013'1.65 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0013'RAILWAY FROM THE STATION AT BARSTOW, FOUND R.R. SPIKE IN THE
 EV0013'TOP OF THE NORTHWESTERLY END OF THE WESTERLY CONCRETE ABUTMENT
 EV0013'OF A WOODEN BRIDGE OVER A DRY WASH, STAMPED R.R. SPIKE SBCO B.M.
 EV0013'703-79, 435 FEET NORTHEASTERLY OF SIGNAL TOWER 11, 8 1/2 FEET
 EV0013'NORTHERLY OF NORTHERLY RAIL OF SIDING TRACK, AND 1.8 FEET BELOW
 EV0013'SIDING TRACK.
 EV0013
 EV0013                          STATION RECOVERY (1977)
 EV0013
 EV0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1294 ***********************************************************************
 EV1294  DESIGNATION -  703 8
 EV1294  PID         -  EV1294
 EV1294  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1294  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1294
 EV1294                         *CURRENT SURVEY CONTROL
 EV1294  ___________________________________________________________________
 EV1294* NAD 83(1986)-  34 10 28.     (N)    117 21 06.     (W)     SCALED    
 EV1294* NAVD 88     -       471.992  (meters)    1548.53   (feet)  READJUSTED
 EV1294  ___________________________________________________________________
 EV1294  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 EV1294  DYNAMIC HT  -         471.450 (meters)    1546.75  (feet)  COMP
 EV1294  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 EV1294
 EV1294  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV1294
 EV1294.The horizontal coordinates were scaled from a topographic map and have
 EV1294.an estimated accuracy of +/- 6 seconds.
 EV1294
 EV1294.The orthometric height was determined by differential leveling
 EV1294.and adjusted in February 1993.
 EV1294.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV1294.distribution rate of 1.1 thru 2.0 mm/km.
 EV1294.The height was derived from older observations constrained to new
 EV1294.heights in a crustal motion area.  The height is approximate in
 EV1294.relation to other heights in its vicinity.
 EV1294
 EV1294.The geoid height was determined by GEOID03.
 EV1294
 EV1294.The dynamic height is computed by dividing the NAVD 88
 EV1294.geopotential number by the normal gravity value computed on the
 EV1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1294.degrees latitude (g = 980.6199 gals.).
 EV1294
 EV1294.The modeled gravity was interpolated from observed gravity values.
 EV1294
 EV1294;                    North         East    Units  Estimated Accuracy
 EV1294;SPC CA 5     -   575,010.    2,059,770.      MT  (+/- 180 meters Scaled)
 EV1294
 EV1294                          SUPERSEDED SURVEY CONTROL
 EV1294
 EV1294  NGVD 29 (??/??/92)  471.220  (m)         1545.99   (f) ADJ UNCH    1 1
 EV1294
 EV1294.Superseded values are not recommended for survey control.
 EV1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1294.See file dsdata.txt to determine how the superseded data were derived.
 EV1294
 EV1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT675815(NAD 83)
 EV1294_MARKER: DD = SURVEY DISK
 EV1294_SETTING: 0 = UNSPECIFIED SETTING
 EV1294_STAMPING: 703-8 1968
 EV1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1294
 EV1294  HISTORY     - Date     Condition        Report By
 EV1294  HISTORY     - 1968     MONUMENTED       CA-071
 EV1294  HISTORY     - 1978     GOOD             NGS
 EV1294
 EV1294                          STATION DESCRIPTION
 EV1294
 EV1294'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1294'3.5 MI NW FROM SAN BERNARDINO.
 EV1294'3.5 MILES NORTHWEST ALONG A.T. AND S.F. RWY. FROM HIGHLAND AVE.
 EV1294'OVERCROSSING AT SAN BERNARDINO-- BRASS DISK IN SOUTHEAST CORNER
 EV1294'CAJON BLVD. BRIDGE OVER DEVIL CANYON FLOOD CONTROL CHANNEL,
 EV1294'6 POLES SOUTHEAST FROM MILE POST 75, 20 FT EAST CENTERLINE
 EV1294'CAJON BLVD., 0.5 ABOVE PAVEMENT, 2.5 FT LOWER THAN TRACKS.
 EV1294
 EV1294                          STATION RECOVERY (1978)
 EV1294
 EV1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0017 ***********************************************************************
 EV0017  DESIGNATION -  703 80
 EV0017  PID         -  EV0017
 EV0017  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0017  USGS QUAD   -  BARSTOW (1993)
 EV0017
 EV0017                         *CURRENT SURVEY CONTROL
 EV0017  ___________________________________________________________________
 EV0017* NAD 83(1986)-  34 54 03.     (N)    117 02 14.     (W)     SCALED    
 EV0017* NAVD 88     -       648.88   (+/-2cm)    2128.9    (feet)  VERTCON   
 EV0017  ___________________________________________________________________
 EV0017  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 EV0017  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0017
 EV0017.The horizontal coordinates were scaled from a topographic map and have
 EV0017.an estimated accuracy of +/- 6 seconds.
 EV0017
 EV0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0017.The vertical order pertains to the NGVD 29 superseded value.
 EV0017
 EV0017.The geoid height was determined by GEOID03.
 EV0017
 EV0017;                    North         East    Units  Estimated Accuracy
 EV0017;SPC CA 5     -   655,810.    2,087,990.      MT  (+/- 180 meters Scaled)
 EV0017
 EV0017                          SUPERSEDED SURVEY CONTROL
 EV0017
 EV0017  NGVD 29 (??/??/92)  648.147  (m)         2126.46   (f) ADJ UNCH    1 1
 EV0017
 EV0017.Superseded values are not recommended for survey control.
 EV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0017.See file dsdata.txt to determine how the superseded data were derived.
 EV0017
 EV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU965620(NAD 83)
 EV0017_MARKER: DD = SURVEY DISK
 EV0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0017_SP_SET: CONCRETE BASE
 EV0017_STAMPING: 703-80 1968
 EV0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0017
 EV0017  HISTORY     - Date     Condition        Report By
 EV0017  HISTORY     - 1968     MONUMENTED       CA-071
 EV0017
 EV0017                          STATION DESCRIPTION
 EV0017
 EV0017'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0017'0.8 MI SW FROM BARSTOW.
 EV0017'0.75 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EV0017'RAILWAY FROM THE STATION AT BARSTOW, SET BRASS DISK IN THE TOP
 EV0017'OF A 30 BY 38-INCH CONCRETE BASE OR A POWER SUPPLY STAND (NO
 EV0017'WIRES ATTACHED TO THE TOP), 7.5 FEET NORTHERLY FROM THE NORTHERLY
 EV0017'RAIL OF SPUR LINE AND 0.3 FOOT ABOVE THE TRACKS.  STAND WITH
 EV0017'BRASS DISK IS 10 FEET WESTERLY FROM HAND CAR SET-OFF AND CROSSING
 EV0017'POINT (TIES LAID BETWEEN RAILS), ADJACENT TO TWO LOW SET SIGNAL
 EV0017'LIGHTS WHICH ARE 2.0 FEET ABOVE GROUND, ABOUT 200 FEET WEST
 EV0017'FROM 5 BY 5-FOOT METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0121 ***********************************************************************
 DY0121  DESIGNATION -  703 C OF LB
 DY0121  PID         -  DY0121
 DY0121  STATE/COUNTY-  CA/LOS ANGELES
 DY0121  USGS QUAD   -  LONG BEACH (1981)
 DY0121
 DY0121                         *CURRENT SURVEY CONTROL
 DY0121  ___________________________________________________________________
 DY0121* NAD 83(1986)-  33 45 54.     (N)    118 12 45.     (W)     SCALED    
 DY0121* NAVD 88     -         0.88   (+/-2cm)       2.9    (feet)  VERTCON   
 DY0121  ___________________________________________________________________
 DY0121  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0121  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0121
 DY0121.The horizontal coordinates were scaled from a topographic map and have
 DY0121.an estimated accuracy of +/- 6 seconds.
 DY0121
 DY0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0121.The vertical order pertains to the NGVD 29 superseded value.
 DY0121
 DY0121.The geoid height was determined by GEOID03.
 DY0121
 DY0121;                    North         East    Units  Estimated Accuracy
 DY0121;SPC CA 5     -   529,420.    1,980,310.      MT  (+/- 180 meters Scaled)
 DY0121
 DY0121                          SUPERSEDED SURVEY CONTROL
 DY0121
 DY0121  NGVD 29 (??/??/92)    0.063  (m)            0.21   (f) ADJ UNCH    1 2
 DY0121
 DY0121.Superseded values are not recommended for survey control.
 DY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0121.See file dsdata.txt to determine how the superseded data were derived.
 DY0121
 DY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT877367(NAD 83)
 DY0121_MARKER: DD = SURVEY DISK
 DY0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0121_SP_SET: CURB
 DY0121_STAMPING: B M 703
 DY0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0121
 DY0121  HISTORY     - Date     Condition        Report By
 DY0121  HISTORY     - UNK      MONUMENTED       CA1970
 DY0121  HISTORY     - 1954     GOOD             NGS
 DY0121  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0121
 DY0121                          STATION DESCRIPTION
 DY0121
 DY0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0121'AT LONG BEACH.
 DY0121'AT LONG BEACH, 0.2 MILE WEST ALONG EL EMBARCADERO STREET FROM
 DY0121'THE JUNCTION OF PICO AVENUE, AT LONG BEACH OUTER HARBOR, NEAR
 DY0121'THE LONG BEACH HARBOR DEPARTMENT ADMINISTRATION BUILDING, AT
 DY0121'THE SOUTHWEST CORNER OF THE PLATFORM OF THE LONG BEACH HARBOR
 DY0121'DEPARTMENT OIL WELL Y-9, IN THE TOP OF THE CONCRETE CURB BORDERING
 DY0121'THE PLATFORM OF THE WELL, 72.1 FEET EAST OF THE SOUTHEAST CORNER
 DY0121'OF THE ADMINISTRATION BUILDING, 19.9 FEET WEST OF THE WELL SHAFT
 DY0121'ROD, 2.7 FEET WEST OF A RIGHT ANGLE IN THE CURB, AND 0.6 FOOT
 DY0121'HIGHER THAN THE PLATFORM.
 DY0121
 DY0121                          STATION RECOVERY (1964)
 DY0121
 DY0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1300 ***********************************************************************
 EV1300  DESIGNATION -  703.6
 EV1300  PID         -  EV1300
 EV1300  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1300  USGS QUAD   -  SAN BERNARDINO NORTH (1996)
 EV1300
 EV1300                         *CURRENT SURVEY CONTROL
 EV1300  ___________________________________________________________________
 EV1300* NAD 83(1986)-  34 09 14.     (N)    117 19 53.     (W)     SCALED    
 EV1300* NAVD 88     -       413.352  (meters)    1356.14   (feet)  ADJUSTED  
 EV1300  ___________________________________________________________________
 EV1300  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 EV1300  DYNAMIC HT  -         412.873 (meters)    1354.57  (feet)  COMP
 EV1300  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 EV1300
 EV1300  VERT ORDER  -  FIRST     CLASS I
 EV1300
 EV1300.The horizontal coordinates were scaled from a topographic map and have
 EV1300.an estimated accuracy of +/- 6 seconds.
 EV1300
 EV1300.The orthometric height was determined by differential leveling
 EV1300.and adjusted in May 1994.
 EV1300
 EV1300.The geoid height was determined by GEOID03.
 EV1300
 EV1300.The dynamic height is computed by dividing the NAVD 88
 EV1300.geopotential number by the normal gravity value computed on the
 EV1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1300.degrees latitude (g = 980.6199 gals.).
 EV1300
 EV1300.The modeled gravity was interpolated from observed gravity values.
 EV1300
 EV1300;                    North         East    Units  Estimated Accuracy
 EV1300;SPC CA 5     -   572,740.    2,061,660.      MT  (+/- 180 meters Scaled)
 EV1300
 EV1300                          SUPERSEDED SURVEY CONTROL
 EV1300
 EV1300  NAVD 88 (06/15/91)  413.289  (m)         1355.93   (f) UNKNOWN     1 1
 EV1300  NGVD 29 (??/??/92)  412.514  (m)         1353.39   (f) ADJ UNCH    1 1
 EV1300
 EV1300.Superseded values are not recommended for survey control.
 EV1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1300.See file dsdata.txt to determine how the superseded data were derived.
 EV1300
 EV1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT694792(NAD 83)
 EV1300_MARKER: DD = SURVEY DISK
 EV1300_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EV1300+WITH SETTING: PAVEMENT
 EV1300_SP_SET: TOWER BASE
 EV1300_STAMPING: 703.6 1968
 EV1300_MARK LOGO: CA-071
 EV1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1300+STABILITY: SURFACE MOTION
 EV1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV1300+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1993
 EV1300
 EV1300  HISTORY     - Date     Condition        Report By
 EV1300  HISTORY     - 1968     MONUMENTED       CA-071
 EV1300  HISTORY     - 1978     GOOD             NGS
 EV1300  HISTORY     - 1983     GOOD             USGS
 EV1300  HISTORY     - 1984     GOOD             NGS
 EV1300  HISTORY     - 1985     GOOD             NGS
 EV1300  HISTORY     - 1987     GOOD             NGS
 EV1300  HISTORY     - 19890410 GOOD             NGS
 EV1300  HISTORY     - 19930214 GOOD             MWDSC
 EV1300
 EV1300                          STATION DESCRIPTION
 EV1300
 EV1300'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1300'1.6 MI NW FROM SAN BERNARDINO.
 EV1300'1.6 MILES NORTHWEST ALONG A.T. AND S.F. RWY. TRACKS FROM HIGHLAND
 EV1300'AVE. OVERCROSSING, BRASS DISK IN CONCRETE BASE FOR S.E. LEG
 EV1300'CAL-ELECTRIC V TOWER (NO NUMBER) 60.5 EAST OF EAST RAIL 76 FT
 EV1300'DIRECT N.W. OF M.P. 77, 29 FT W. OF CENTERLINE CALIF. ST.
 EV1300'PRODUCED NORTH, 151 FT EAST OF CENTERLINE CAJON BLVD., 1.0 FT
 EV1300'DEEP AND 3 FT LOWER THAN TRACKS.
 EV1300
 EV1300                          STATION RECOVERY (1978)
 EV1300
 EV1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1300'RECOVERED IN GOOD CONDITION.
 EV1300
 EV1300                          STATION RECOVERY (1983)
 EV1300
 EV1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV1300'RECOVERED IN GOOD CONDITION.
 EV1300
 EV1300                          STATION RECOVERY (1984)
 EV1300
 EV1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EV1300'RECOVERED IN GOOD CONDITION.
 EV1300
 EV1300                          STATION RECOVERY (1985)
 EV1300
 EV1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EV1300'RECOVERED IN GOOD CONDITION.
 EV1300
 EV1300                          STATION RECOVERY (1987)
 EV1300
 EV1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EV1300'RECOVERED IN GOOD CONDITION.
 EV1300
 EV1300                          STATION RECOVERY (1989)
 EV1300
 EV1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EV1300'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS, CHANGE 29
 EV1300'FT WEST OF CENTERLINE CALIFORNIA ST. PRODUCED NORTH, TO 29 FT WEST
 EV1300'OF THE EXTENDED CENTERLINE OF CALIFORNIA ST. CHANGE 1.0 FT DEEP AND
 EV1300'3 FT LOWER THAN TRACKS TO 3 FT BELOW THE TRACKSAND 1.5 FT BELOW THE
 EV1300'GROUND SURFACE.
 EV1300
 EV1300                          STATION RECOVERY (1993)
 EV1300
 EV1300'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993
 EV1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2099 ***********************************************************************
 EV2099  DESIGNATION -  704 1
 EV2099  PID         -  EV2099
 EV2099  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2099  USGS QUAD   -  CAJON (1996)
 EV2099
 EV2099                         *CURRENT SURVEY CONTROL
 EV2099  ___________________________________________________________________
 EV2099* NAD 83(1986)-  34 19 47.     (N)    117 25 00.     (W)     SCALED    
 EV2099* NAVD 88     -      1171.38   (+/-2cm)    3843.1    (feet)  VERTCON   
 EV2099  ___________________________________________________________________
 EV2099  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2099  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2099
 EV2099.The horizontal coordinates were scaled from a topographic map and have
 EV2099.an estimated accuracy of +/- 6 seconds.
 EV2099
 EV2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2099.The vertical order pertains to the NGVD 29 superseded value.
 EV2099
 EV2099.The geoid height was determined by GEOID03.
 EV2099
 EV2099;                    North         East    Units  Estimated Accuracy
 EV2099;SPC CA 5     -   592,190.    2,053,680.      MT  (+/- 180 meters Scaled)
 EV2099
 EV2099                          SUPERSEDED SURVEY CONTROL
 EV2099
 EV2099  NGVD 29 (??/??/92) 1170.51   (m)         3840.2    (f) COMPUTED    1 1
 EV2099
 EV2099.Superseded values are not recommended for survey control.
 EV2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2099.See file dsdata.txt to determine how the superseded data were derived.
 EV2099
 EV2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT616987(NAD 83)
 EV2099_MARKER: S = SPIKE
 EV2099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2099_SP_SET: TELEPHONE POLE
 EV2099_STAMPING: 704-1 1968
 EV2099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2099
 EV2099  HISTORY     - Date     Condition        Report By
 EV2099  HISTORY     - 1968     MONUMENTED       CA-071
 EV2099
 EV2099                          STATION DESCRIPTION
 EV2099
 EV2099'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2099'0.4 MI NE FROM SUMMIT VALLEY.
 EV2099'ABOUT 0.45 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2099'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 72.3 FEET SOUTHEAST OF
 EV2099'THE SOUTHEAST RAIL, 72 FEET EAST OF THE EAST TOE OF A BANK, 9.1
 EV2099'FEET BELOW THE LEVEL OF THE RAIL, A RAILROAD SPIKE DRIVEN INTO
 EV2099'A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2121 ***********************************************************************
 EV2121  DESIGNATION -  704 10
 EV2121  PID         -  EV2121
 EV2121  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2121  USGS QUAD   -  CAJON (1996)
 EV2121
 EV2121                         *CURRENT SURVEY CONTROL
 EV2121  ___________________________________________________________________
 EV2121* NAD 83(1986)-  34 22 11.     (N)    117 23 25.     (W)     SCALED    
 EV2121* NAVD 88     -      1169.33   (+/-2cm)    3836.4    (feet)  VERTCON   
 EV2121  ___________________________________________________________________
 EV2121  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2121  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2121
 EV2121.The horizontal coordinates were scaled from a topographic map and have
 EV2121.an estimated accuracy of +/- 6 seconds.
 EV2121
 EV2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2121.The vertical order pertains to the NGVD 29 superseded value.
 EV2121
 EV2121.The geoid height was determined by GEOID03.
 EV2121
 EV2121;                    North         East    Units  Estimated Accuracy
 EV2121;SPC CA 5     -   596,640.    2,056,080.      MT  (+/- 180 meters Scaled)
 EV2121
 EV2121                          SUPERSEDED SURVEY CONTROL
 EV2121
 EV2121  NGVD 29 (??/??/92) 1168.429  (m)         3833.42   (f) ADJ UNCH    1 1
 EV2121
 EV2121.Superseded values are not recommended for survey control.
 EV2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2121.See file dsdata.txt to determine how the superseded data were derived.
 EV2121
 EV2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU641032(NAD 83)
 EV2121_MARKER: Z = SEE DESCRIPTION
 EV2121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2121_SP_SET: REINFORCING ROD
 EV2121_STAMPING: 704-10 1968
 EV2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2121
 EV2121  HISTORY     - Date     Condition        Report By
 EV2121  HISTORY     - 1968     MONUMENTED       CA-071
 EV2121
 EV2121                          STATION DESCRIPTION
 EV2121
 EV2121'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2121'4.4 MI NE FROM SUMMIT VALLEY.
 EV2121'ABOUT 4.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2121'FROM SUMMIT JUNCTION AT SUMMIT VALLEY, 33 FEET SOUTHWEST OF THE
 EV2121'SOUTHWEST RAIL, 100 FEET SOUTHEAST OF THE JUNCTION OF ROAD
 EV2121'WHICH FORKS OFF TO THE SOUTHEAST, ABOUT 0.4 FOOT BELOW THE
 EV2121'LEVEL OF THE TRACKS AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2122 ***********************************************************************
 EV2122  DESIGNATION -  704 11
 EV2122  PID         -  EV2122
 EV2122  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2122  USGS QUAD   -  CAJON (1996)
 EV2122
 EV2122                         *CURRENT SURVEY CONTROL
 EV2122  ___________________________________________________________________
 EV2122* NAD 83(1986)-  34 22 24.     (N)    117 23 34.     (W)     SCALED    
 EV2122* NAVD 88     -      1166.836  (meters)    3828.19   (feet)  READJUSTED
 EV2122  ___________________________________________________________________
 EV2122  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2122  DYNAMIC HT  -        1165.360 (meters)    3823.35  (feet)  COMP
 EV2122  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 EV2122
 EV2122  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2122
 EV2122.The horizontal coordinates were scaled from a topographic map and have
 EV2122.an estimated accuracy of +/- 6 seconds.
 EV2122
 EV2122.The orthometric height was determined by differential leveling
 EV2122.and adjusted in February 1993.
 EV2122.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2122.distribution rate of 0.0 thru 1.0 mm/km.
 EV2122.The height was derived from older observations constrained to new
 EV2122.heights in a crustal motion area.  The height is approximate in
 EV2122.relation to other heights in its vicinity.
 EV2122
 EV2122.The geoid height was determined by GEOID03.
 EV2122
 EV2122.The dynamic height is computed by dividing the NAVD 88
 EV2122.geopotential number by the normal gravity value computed on the
 EV2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2122.degrees latitude (g = 980.6199 gals.).
 EV2122
 EV2122.The modeled gravity was interpolated from observed gravity values.
 EV2122
 EV2122;                    North         East    Units  Estimated Accuracy
 EV2122;SPC CA 5     -   597,040.    2,055,850.      MT  (+/- 180 meters Scaled)
 EV2122
 EV2122                          SUPERSEDED SURVEY CONTROL
 EV2122
 EV2122  NGVD 29 (??/??/92) 1165.932  (m)         3825.23   (f) ADJ UNCH    1 1
 EV2122
 EV2122.Superseded values are not recommended for survey control.
 EV2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2122.See file dsdata.txt to determine how the superseded data were derived.
 EV2122
 EV2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU638036(NAD 83)
 EV2122_MARKER: DD = SURVEY DISK
 EV2122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2122_SP_SET: LEG OF TOWER
 EV2122_STAMPING: 704-11 1968
 EV2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2122
 EV2122  HISTORY     - Date     Condition        Report By
 EV2122  HISTORY     - 1968     MONUMENTED       CA-071
 EV2122  HISTORY     - 1978     GOOD             NGS
 EV2122
 EV2122                          STATION DESCRIPTION
 EV2122
 EV2122'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2122'4.6 MI NE FROM SUMMIT VALLEY.
 EV2122'ABOUT 4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2122'FROM SUMMIT JUNCTION AT SUMMIT VALLEY, 291 FEET NORTHEAST OF THE
 EV2122'NORTHEAST RAIL, 91 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT
 EV2122'ROAD, 3.5 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 EV2122'TOP OF THE SOUTHWEST LEG OF THE SO. CAL. ED. CO. TOWER NUMBERED
 EV2122'45-3.
 EV2122
 EV2122                          STATION RECOVERY (1978)
 EV2122
 EV2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1408 ***********************************************************************
 EV1408  DESIGNATION -  704 12
 EV1408  PID         -  EV1408
 EV1408  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1408  USGS QUAD   -  BALDY MESA (1996)
 EV1408
 EV1408                         *CURRENT SURVEY CONTROL
 EV1408  ___________________________________________________________________
 EV1408* NAD 83(1986)-  34 22 41.     (N)    117 23 46.     (W)     SCALED    
 EV1408* NAVD 88     -      1165.37   (+/-2cm)    3823.4    (feet)  VERTCON   
 EV1408  ___________________________________________________________________
 EV1408  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1408  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1408
 EV1408.The horizontal coordinates were scaled from a topographic map and have
 EV1408.an estimated accuracy of +/- 6 seconds.
 EV1408
 EV1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1408.The vertical order pertains to the NGVD 29 superseded value.
 EV1408
 EV1408.The geoid height was determined by GEOID03.
 EV1408
 EV1408;                    North         East    Units  Estimated Accuracy
 EV1408;SPC CA 5     -   597,570.    2,055,540.      MT  (+/- 180 meters Scaled)
 EV1408
 EV1408                          SUPERSEDED SURVEY CONTROL
 EV1408
 EV1408  NGVD 29 (??/??/92) 1164.470  (m)         3820.43   (f) ADJ UNCH    1 1
 EV1408
 EV1408.Superseded values are not recommended for survey control.
 EV1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1408.See file dsdata.txt to determine how the superseded data were derived.
 EV1408
 EV1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU635041(NAD 83)
 EV1408_MARKER: Z = SEE DESCRIPTION
 EV1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1408_SP_SET: REINFORCING ROD
 EV1408_STAMPING: 704-12 1968
 EV1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1408
 EV1408  HISTORY     - Date     Condition        Report By
 EV1408  HISTORY     - 1968     MONUMENTED       CA-071
 EV1408
 EV1408                          STATION DESCRIPTION
 EV1408
 EV1408'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1408'5 MI NE FROM SUMMIT VALLEY.
 EV1408'ABOUT 4.95 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1408'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 2.2
 EV1408'FEET NORTHEAST OF MILE POST 459, 14.2 FEET SOUTHWEST OF THE
 EV1408'SOUTHWEST RAIL, 2 FEET BELOW THE LEVEL OF THE TRACKS, 45 FEET
 EV1408'NORTHWEST OF THE TOE OF A CUT, AND ABOUT 0.3 FOOT BELOW THE
 EV1408'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1407 ***********************************************************************
 EV1407  DESIGNATION -  704 13
 EV1407  PID         -  EV1407
 EV1407  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1407  USGS QUAD   -  BALDY MESA (1996)
 EV1407
 EV1407                         *CURRENT SURVEY CONTROL
 EV1407  ___________________________________________________________________
 EV1407* NAD 83(1986)-  34 22 59.     (N)    117 23 58.     (W)     SCALED    
 EV1407* NAVD 88     -      1161.989  (meters)    3812.29   (feet)  READJUSTED
 EV1407  ___________________________________________________________________
 EV1407  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1407  DYNAMIC HT  -        1160.520 (meters)    3807.47  (feet)  COMP
 EV1407  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 EV1407
 EV1407  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1407
 EV1407.The horizontal coordinates were scaled from a topographic map and have
 EV1407.an estimated accuracy of +/- 6 seconds.
 EV1407
 EV1407.The orthometric height was determined by differential leveling
 EV1407.and adjusted in February 1993.
 EV1407.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1407.distribution rate of 0.0 thru 1.0 mm/km.
 EV1407.The height was derived from older observations constrained to new
 EV1407.heights in a crustal motion area.  The height is approximate in
 EV1407.relation to other heights in its vicinity.
 EV1407
 EV1407.The geoid height was determined by GEOID03.
 EV1407
 EV1407.The dynamic height is computed by dividing the NAVD 88
 EV1407.geopotential number by the normal gravity value computed on the
 EV1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1407.degrees latitude (g = 980.6199 gals.).
 EV1407
 EV1407.The modeled gravity was interpolated from observed gravity values.
 EV1407
 EV1407;                    North         East    Units  Estimated Accuracy
 EV1407;SPC CA 5     -   598,120.    2,055,230.      MT  (+/- 180 meters Scaled)
 EV1407
 EV1407                          SUPERSEDED SURVEY CONTROL
 EV1407
 EV1407  NGVD 29 (??/??/92) 1161.082  (m)         3809.32   (f) ADJ UNCH    1 1
 EV1407
 EV1407.Superseded values are not recommended for survey control.
 EV1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1407.See file dsdata.txt to determine how the superseded data were derived.
 EV1407
 EV1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU632047(NAD 83)
 EV1407_MARKER: DD = SURVEY DISK
 EV1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1407_STAMPING: 704-13 1968
 EV1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1407+STABILITY: SURFACE MOTION
 EV1407
 EV1407  HISTORY     - Date     Condition        Report By
 EV1407  HISTORY     - 1968     MONUMENTED       CA-071
 EV1407  HISTORY     - 1978     GOOD             NGS
 EV1407
 EV1407                          STATION DESCRIPTION
 EV1407
 EV1407'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1407'5.4 MI NE FROM SUMMIT VALLEY.
 EV1407'ABOUT 5.35 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1407'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 46 FEET
 EV1407'NORTHEAST OF THE NORTHEAST RAIL, 67 FEET SOUTH OF THE CENTER
 EV1407'LINE OF RANCHERO RANCH, 4 FEET BELOW THE LEVEL OF THE TRACK, 2
 EV1407'FEET BELOW THE LEVEL OF RANCHERO RANCH, 2.5 FEET EAST OF A
 EV1407'WHITE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 EV1407'PROJECTING ABOUT 0.6 FOOT.
 EV1407
 EV1407                          STATION RECOVERY (1978)
 EV1407
 EV1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1406 ***********************************************************************
 EV1406  DESIGNATION -  704 14
 EV1406  PID         -  EV1406
 EV1406  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1406  USGS QUAD   -  BALDY MESA (1996)
 EV1406
 EV1406                         *CURRENT SURVEY CONTROL
 EV1406  ___________________________________________________________________
 EV1406* NAD 83(1986)-  34 23 12.     (N)    117 24 11.     (W)     SCALED    
 EV1406* NAVD 88     -      1159.389  (meters)    3803.76   (feet)  READJUSTED
 EV1406  ___________________________________________________________________
 EV1406  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1406  DYNAMIC HT  -        1157.920 (meters)    3798.94  (feet)  COMP
 EV1406  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 EV1406
 EV1406  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1406
 EV1406.The horizontal coordinates were scaled from a topographic map and have
 EV1406.an estimated accuracy of +/- 6 seconds.
 EV1406
 EV1406.The orthometric height was determined by differential leveling
 EV1406.and adjusted in February 1993.
 EV1406.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1406.distribution rate of 0.0 thru 1.0 mm/km.
 EV1406.The height was derived from older observations constrained to new
 EV1406.heights in a crustal motion area.  The height is approximate in
 EV1406.relation to other heights in its vicinity.
 EV1406
 EV1406.The geoid height was determined by GEOID03.
 EV1406
 EV1406.The dynamic height is computed by dividing the NAVD 88
 EV1406.geopotential number by the normal gravity value computed on the
 EV1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1406.degrees latitude (g = 980.6199 gals.).
 EV1406
 EV1406.The modeled gravity was interpolated from observed gravity values.
 EV1406
 EV1406;                    North         East    Units  Estimated Accuracy
 EV1406;SPC CA 5     -   598,520.    2,054,890.      MT  (+/- 180 meters Scaled)
 EV1406
 EV1406                          SUPERSEDED SURVEY CONTROL
 EV1406
 EV1406  NGVD 29 (??/??/92) 1158.482  (m)         3800.79   (f) ADJ UNCH    1 1
 EV1406
 EV1406.Superseded values are not recommended for survey control.
 EV1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1406.See file dsdata.txt to determine how the superseded data were derived.
 EV1406
 EV1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU629051(NAD 83)
 EV1406_MARKER: Z = SEE DESCRIPTION
 EV1406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1406_SP_SET: REINFORCING ROD
 EV1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1406
 EV1406  HISTORY     - Date     Condition        Report By
 EV1406  HISTORY     - UNK      MONUMENTED       CA-071
 EV1406  HISTORY     - 1968     GOOD             CA-071
 EV1406  HISTORY     - 1978     GOOD             NGS
 EV1406
 EV1406                          STATION DESCRIPTION
 EV1406
 EV1406'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1406'5.8 MI NE FROM SUMMIT VALLEY.
 EV1406'ABOUT 5.75 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1406'PACIFIC RAILROAD FROM THE SUMMIT CROSSING AT SUMMIT VALLEY,
 EV1406'11.1 FEET SOUTH OF THE SOUTH RAIL, 203.2 FEET WEST OF A SIGN
 EV1406'WITH AN X ON IT, AND ABOUT 1.8 FEET BELOW THE LEVEL OF THE
 EV1406'TRACKS.
 EV1406
 EV1406                          STATION RECOVERY (1978)
 EV1406
 EV1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1405 ***********************************************************************
 EV1405  DESIGNATION -  704 15
 EV1405  PID         -  EV1405
 EV1405  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1405  USGS QUAD   -  BALDY MESA (1996)
 EV1405
 EV1405                         *CURRENT SURVEY CONTROL
 EV1405  ___________________________________________________________________
 EV1405* NAD 83(1986)-  34 23 28.     (N)    117 24 33.     (W)     SCALED    
 EV1405* NAVD 88     -      1152.642  (meters)    3781.63   (feet)  READJUSTED
 EV1405  ___________________________________________________________________
 EV1405  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1405  DYNAMIC HT  -        1151.180 (meters)    3776.83  (feet)  COMP
 EV1405  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 EV1405  OBS GRAVITY -     979,330.2   (mgal)                       GRAV_OBS
 EV1405
 EV1405  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EV1405
 EV1405.The horizontal coordinates were scaled from a topographic map and have
 EV1405.an estimated accuracy of +/- 6 seconds.
 EV1405
 EV1405.The orthometric height was determined by differential leveling
 EV1405.and adjusted in February 1993.
 EV1405.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EV1405.mark was located on a no-check spur therefore a value was not computed.
 EV1405.The height was derived from older observations constrained to new
 EV1405.heights in a crustal motion area.  The height is approximate in
 EV1405.relation to other heights in its vicinity.
 EV1405.No vertical observational check was made to the station.
 EV1405
 EV1405.The geoid height was determined by GEOID03.
 EV1405
 EV1405.The dynamic height is computed by dividing the NAVD 88
 EV1405.geopotential number by the normal gravity value computed on the
 EV1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1405.degrees latitude (g = 980.6199 gals.).
 EV1405
 EV1405.The modeled gravity was interpolated from observed gravity values.
 EV1405.The observed gravity was obtained from relative gravimeter ties
 EV1405.to the IGSN71 gravity network.
 EV1405
 EV1405;                    North         East    Units  Estimated Accuracy
 EV1405;SPC CA 5     -   599,010.    2,054,330.      MT  (+/- 180 meters Scaled)
 EV1405
 EV1405                          SUPERSEDED SURVEY CONTROL
 EV1405
 EV1405  NGVD 29 (??/??/92) 1151.733  (m)         3778.64   (f) ADJ UNCH    1 1
 EV1405
 EV1405.Superseded values are not recommended for survey control.
 EV1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1405.See file dsdata.txt to determine how the superseded data were derived.
 EV1405
 EV1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU623055(NAD 83)
 EV1405_MARKER: DD = SURVEY DISK
 EV1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV1405_SP_SET: RETAINING WALL
 EV1405_STAMPING: 704-15 1968
 EV1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV1405
 EV1405  HISTORY     - Date     Condition        Report By
 EV1405  HISTORY     - 1968     MONUMENTED       CA-071
 EV1405  HISTORY     - 1978     GOOD             NGS
 EV1405
 EV1405                          STATION DESCRIPTION
 EV1405
 EV1405'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1405'6.2 MI NE FROM SUMMIT VALLEY.
 EV1405'ABOUT 6.25 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1405'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 14.8
 EV1405'FEET NORTHEAST OF THE NORTHEAST RAIL, 11 FEET BACK FROM THE
 EV1405'EAST CORNER OF THE RETAINING WALL, SET IN THE NORTH RETAINING
 EV1405'WALL OF THE NORTH-BOUND FREEWAY CROSSING OVER HIGHWAY 66, ABOUT
 EV1405'0.5 FOOT BELOW THE LEVEL OF THE TRACK, 0.15 MILE NORTHWEST OF
 EV1405'MILE POST 458.
 EV1405
 EV1405                          STATION RECOVERY (1978)
 EV1405
 EV1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1404 ***********************************************************************
 EV1404  DESIGNATION -  704 16
 EV1404  PID         -  EV1404
 EV1404  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1404  USGS QUAD   -  BALDY MESA (1996)
 EV1404
 EV1404                         *CURRENT SURVEY CONTROL
 EV1404  ___________________________________________________________________
 EV1404* NAD 83(1986)-  34 23 44.     (N)    117 24 48.     (W)     SCALED    
 EV1404* NAVD 88     -      1145.34   (+/-2cm)    3757.7    (feet)  VERTCON   
 EV1404  ___________________________________________________________________
 EV1404  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1404  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1404
 EV1404.The horizontal coordinates were scaled from a topographic map and have
 EV1404.an estimated accuracy of +/- 6 seconds.
 EV1404
 EV1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1404.The vertical order pertains to the NGVD 29 superseded value.
 EV1404
 EV1404.The geoid height was determined by GEOID03.
 EV1404
 EV1404;                    North         East    Units  Estimated Accuracy
 EV1404;SPC CA 5     -   599,500.    2,053,940.      MT  (+/- 180 meters Scaled)
 EV1404
 EV1404                          SUPERSEDED SURVEY CONTROL
 EV1404
 EV1404  NGVD 29 (??/??/92) 1144.430  (m)         3754.68   (f) ADJ UNCH    1 1
 EV1404
 EV1404.Superseded values are not recommended for survey control.
 EV1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1404.See file dsdata.txt to determine how the superseded data were derived.
 EV1404
 EV1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU620060(NAD 83)
 EV1404_MARKER: Z = SEE DESCRIPTION
 EV1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1404_SP_SET: REINFORCING ROD
 EV1404_STAMPING: 704-16 1968
 EV1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1404
 EV1404  HISTORY     - Date     Condition        Report By
 EV1404  HISTORY     - 1968     MONUMENTED       CA-071
 EV1404  HISTORY     - 1978     POOR             NGS
 EV1404
 EV1404                          STATION DESCRIPTION
 EV1404
 EV1404'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1404'6.8 MI NE FROM SUMMIT VALLEY.
 EV1404'ABOUT 6.75 MILE NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1404'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 13.7
 EV1404'FEET SOUTH OF THE SOUTH RAIL, 559 FEET EAST OF A DRAINAGE
 EV1404'PIPE UNDER THE RAILROAD, 2.2 FEET BELOW THE LEVEL OF THE TRACK
 EV1404'AND SET AT THE WEST END OF A CUT.
 EV1404
 EV1404                          STATION RECOVERY (1978)
 EV1404
 EV1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1404'ROD HAS BEEN HIT, TOP HAS BEEN BENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1403 ***********************************************************************
 EV1403  DESIGNATION -  704 17
 EV1403  PID         -  EV1403
 EV1403  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1403  USGS QUAD   -  BALDY MESA (1996)
 EV1403
 EV1403                         *CURRENT SURVEY CONTROL
 EV1403  ___________________________________________________________________
 EV1403* NAD 83(1986)-  34 23 56.     (N)    117 25 01.     (W)     SCALED    
 EV1403* NAVD 88     -      1141.836  (meters)    3746.17   (feet)  READJUSTED
 EV1403  ___________________________________________________________________
 EV1403  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1403  DYNAMIC HT  -        1140.390 (meters)    3741.43  (feet)  COMP
 EV1403  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 EV1403
 EV1403  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1403
 EV1403.The horizontal coordinates were scaled from a topographic map and have
 EV1403.an estimated accuracy of +/- 6 seconds.
 EV1403
 EV1403.The orthometric height was determined by differential leveling
 EV1403.and adjusted in February 1993.
 EV1403.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1403.distribution rate of 0.0 thru 1.0 mm/km.
 EV1403.The height was derived from older observations constrained to new
 EV1403.heights in a crustal motion area.  The height is approximate in
 EV1403.relation to other heights in its vicinity.
 EV1403
 EV1403.The geoid height was determined by GEOID03.
 EV1403
 EV1403.The dynamic height is computed by dividing the NAVD 88
 EV1403.geopotential number by the normal gravity value computed on the
 EV1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1403.degrees latitude (g = 980.6199 gals.).
 EV1403
 EV1403.The modeled gravity was interpolated from observed gravity values.
 EV1403
 EV1403;                    North         East    Units  Estimated Accuracy
 EV1403;SPC CA 5     -   599,860.    2,053,610.      MT  (+/- 180 meters Scaled)
 EV1403
 EV1403                          SUPERSEDED SURVEY CONTROL
 EV1403
 EV1403  NGVD 29 (??/??/92) 1140.926  (m)         3743.19   (f) ADJ UNCH    1 1
 EV1403
 EV1403.Superseded values are not recommended for survey control.
 EV1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1403.See file dsdata.txt to determine how the superseded data were derived.
 EV1403
 EV1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU616064(NAD 83)
 EV1403_MARKER: DD = SURVEY DISK
 EV1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1403_SP_SET: HINGE IN GATE
 EV1403_STAMPING: 704-17 1968
 EV1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1403
 EV1403  HISTORY     - Date     Condition        Report By
 EV1403  HISTORY     - 1968     MONUMENTED       CA-071
 EV1403  HISTORY     - 1978     GOOD             NGS
 EV1403
 EV1403                          STATION DESCRIPTION
 EV1403
 EV1403'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1403'7 MI NE FROM SUMMIT VALLEY.
 EV1403'ABOUT 7.05 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1403'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 24.2
 EV1403'FEET SOUTH OF THE SOUTH RAIL, 51.3 FEET WEST OF MILE POST 457,
 EV1403'ON THE WEST SIDE OF A LARGE ARROYO, ABOUT 1.5 FEET BELOW THE
 EV1403'LEVEL OF THE TRACK AND SET ON THE HINGE SIDE OF A GATE.
 EV1403
 EV1403                          STATION RECOVERY (1978)
 EV1403
 EV1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1403'OMIT--51.3 FT. WEST OF MILEPOST 457.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1402 ***********************************************************************
 EV1402  DESIGNATION -  704 18
 EV1402  PID         -  EV1402
 EV1402  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1402  USGS QUAD   -  BALDY MESA (1996)
 EV1402
 EV1402                         *CURRENT SURVEY CONTROL
 EV1402  ___________________________________________________________________
 EV1402* NAD 83(1986)-  34 24 18.     (N)    117 25 26.     (W)     SCALED    
 EV1402* NAVD 88     -      1139.43   (+/-2cm)    3738.3    (feet)  VERTCON   
 EV1402  ___________________________________________________________________
 EV1402  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV1402  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1402
 EV1402.The horizontal coordinates were scaled from a topographic map and have
 EV1402.an estimated accuracy of +/- 6 seconds.
 EV1402
 EV1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1402.The vertical order pertains to the NGVD 29 superseded value.
 EV1402
 EV1402.The geoid height was determined by GEOID03.
 EV1402
 EV1402;                    North         East    Units  Estimated Accuracy
 EV1402;SPC CA 5     -   600,540.    2,052,970.      MT  (+/- 180 meters Scaled)
 EV1402
 EV1402                          SUPERSEDED SURVEY CONTROL
 EV1402
 EV1402  NGVD 29 (??/??/92) 1138.519  (m)         3735.29   (f) ADJ UNCH    1 1
 EV1402
 EV1402.Superseded values are not recommended for survey control.
 EV1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1402.See file dsdata.txt to determine how the superseded data were derived.
 EV1402
 EV1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU610071(NAD 83)
 EV1402_MARKER: Z = SEE DESCRIPTION
 EV1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1402_SP_SET: REINFORCING ROD
 EV1402_STAMPING: 704-18 1968
 EV1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1402
 EV1402  HISTORY     - Date     Condition        Report By
 EV1402  HISTORY     - 1968     MONUMENTED       CA-071
 EV1402  HISTORY     - 1978     POOR             NGS
 EV1402
 EV1402                          STATION DESCRIPTION
 EV1402
 EV1402'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1402'7.6 MI NE FROM SUMMIT VALLEY.
 EV1402'ABOUT 7.6 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1402'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, AT THE
 EV1402'WEST END OF A LARGE CUT AND AT A POINT OF INTERSECTION OF THE
 EV1402'FLOW LINE OF GUTTER, 13 FEET NORTH OF THE NORTH RAIL, 11.4 FEET
 EV1402'NORTH FROM A NAIL AND FLAH IN A RAILROAD TIE, 290 FEET EAST OF
 EV1402'A DRAINAGE PIPE UNDER THE TRACKS, AND ABOUT 0.3 FOOT BELOW THE
 EV1402'SURFACE OF THE GROUND.
 EV1402
 EV1402                          STATION RECOVERY (1978)
 EV1402
 EV1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1402'ROD HAS BEEN HIT, TOP OF ROD HAS BEEN BENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1401 ***********************************************************************
 EV1401  DESIGNATION -  704 19
 EV1401  PID         -  EV1401
 EV1401  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1401  USGS QUAD   -  BALDY MESA (1996)
 EV1401
 EV1401                         *CURRENT SURVEY CONTROL
 EV1401  ___________________________________________________________________
 EV1401* NAD 83(1986)-  34 24 29.     (N)    117 25 48.     (W)     SCALED    
 EV1401* NAVD 88     -      1143.894  (meters)    3752.93   (feet)  READJUSTED
 EV1401  ___________________________________________________________________
 EV1401  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV1401  DYNAMIC HT  -        1142.450 (meters)    3748.19  (feet)  COMP
 EV1401  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 EV1401  OBS GRAVITY -     979,332.8   (mgal)                       GRAV_OBS
 EV1401
 EV1401  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1401
 EV1401.The horizontal coordinates were scaled from a topographic map and have
 EV1401.an estimated accuracy of +/- 6 seconds.
 EV1401
 EV1401.The orthometric height was determined by differential leveling
 EV1401.and adjusted in February 1993.
 EV1401.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1401.distribution rate of 0.0 thru 1.0 mm/km.
 EV1401.The height was derived from older observations constrained to new
 EV1401.heights in a crustal motion area.  The height is approximate in
 EV1401.relation to other heights in its vicinity.
 EV1401
 EV1401.The geoid height was determined by GEOID03.
 EV1401
 EV1401.The dynamic height is computed by dividing the NAVD 88
 EV1401.geopotential number by the normal gravity value computed on the
 EV1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1401.degrees latitude (g = 980.6199 gals.).
 EV1401
 EV1401.The modeled gravity was interpolated from observed gravity values.
 EV1401.The observed gravity was obtained from relative gravimeter ties
 EV1401.to the IGSN71 gravity network.
 EV1401
 EV1401;                    North         East    Units  Estimated Accuracy
 EV1401;SPC CA 5     -   600,870.    2,052,400.      MT  (+/- 180 meters Scaled)
 EV1401
 EV1401                          SUPERSEDED SURVEY CONTROL
 EV1401
 EV1401  NGVD 29 (??/??/92) 1142.982  (m)         3749.93   (f) ADJ UNCH    1 1
 EV1401
 EV1401.Superseded values are not recommended for survey control.
 EV1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1401.See file dsdata.txt to determine how the superseded data were derived.
 EV1401
 EV1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU604074(NAD 83)
 EV1401_MARKER: DB = BENCH MARK DISK
 EV1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1401_SP_SET: LEG OF TOWER
 EV1401_STAMPING: 704-19 1968
 EV1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1401
 EV1401  HISTORY     - Date     Condition        Report By
 EV1401  HISTORY     - 1968     MONUMENTED       CA-071
 EV1401  HISTORY     - 1978     GOOD             NGS
 EV1401
 EV1401                          STATION DESCRIPTION
 EV1401
 EV1401'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1401'8 MI NE FROM SUMMIT VALLEY.
 EV1401'ABOUT 8.05 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1401'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 132.5
 EV1401'FEET EAST OF THE CENTER LINE OF POWER LINE ROAD, 200 FEET OF
 EV1401'MILE POST 456, SET IN THE SOUTH LEG OF TOWER 196-5 OF THE EAST
 EV1401'SET OF TOWERS OF A DOUBLE ROW OF TOWERS, AND ABOUT 20 FEET
 EV1401'ABOVE THE LEVEL OF THE TRACKS.
 EV1401
 EV1401                          STATION RECOVERY (1978)
 EV1401
 EV1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2100 ***********************************************************************
 EV2100  DESIGNATION -  704 2
 EV2100  PID         -  EV2100
 EV2100  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2100  USGS QUAD   -  CAJON (1996)
 EV2100
 EV2100                         *CURRENT SURVEY CONTROL
 EV2100  ___________________________________________________________________
 EV2100* NAD 83(1986)-  34 19 56.     (N)    117 24 45.     (W)     SCALED    
 EV2100* NAVD 88     -      1175.72   (+/-2cm)    3857.3    (feet)  VERTCON   
 EV2100  ___________________________________________________________________
 EV2100  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2100  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2100
 EV2100.The horizontal coordinates were scaled from a topographic map and have
 EV2100.an estimated accuracy of +/- 6 seconds.
 EV2100
 EV2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2100.The vertical order pertains to the NGVD 29 superseded value.
 EV2100
 EV2100.The geoid height was determined by GEOID03.
 EV2100
 EV2100;                    North         East    Units  Estimated Accuracy
 EV2100;SPC CA 5     -   592,470.    2,054,060.      MT  (+/- 180 meters Scaled)
 EV2100
 EV2100                          SUPERSEDED SURVEY CONTROL
 EV2100
 EV2100  NGVD 29 (??/??/92) 1174.84   (m)         3854.5    (f) COMPUTED    1 1
 EV2100
 EV2100.Superseded values are not recommended for survey control.
 EV2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2100.See file dsdata.txt to determine how the superseded data were derived.
 EV2100
 EV2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT620990(NAD 83)
 EV2100_MARKER: DD = SURVEY DISK
 EV2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2100_STAMPING: 704-2 1968
 EV2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2100+STABILITY: SURFACE MOTION
 EV2100
 EV2100  HISTORY     - Date     Condition        Report By
 EV2100  HISTORY     - 1968     MONUMENTED       CA-071
 EV2100
 EV2100                          STATION DESCRIPTION
 EV2100
 EV2100'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2100'0.8 MI NE FROM SUMMIT VALLEY.
 EV2100'ABOUT 0.75 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2100'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 63.1 FEET NORTHWEST OF THE
 EV2100'NORTHWEST RAIL, 45.3 FEET WEST FROM HILAND SIGN POST, 45.8 FEET
 EV2100'NORTHWEST OF MILE POST 463, 1.5 FEET ABOVE THE LEVEL OF THE
 EV2100'TRACKS, 76 FEET SOUTH OF A ROAD CROSSING, 73.1 FEET NORTHWEST OF
 EV2100'THE CENTER OF 2 RAILROAD TRACKS, 3 FEET EAST OF A WITNESS POST
 EV2100'AND ABOUT 0.6 FOOT ABOVE THE LEVEL OF THE GROUND, AND SET IN
 EV2100'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1400 ***********************************************************************
 EV1400  DESIGNATION -  704 20
 EV1400  PID         -  EV1400
 EV1400  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1400  USGS QUAD   -  BALDY MESA (1996)
 EV1400
 EV1400                         *CURRENT SURVEY CONTROL
 EV1400  ___________________________________________________________________
 EV1400* NAD 83(1986)-  34 24 37.     (N)    117 26 17.     (W)     SCALED    
 EV1400* NAVD 88     -      1140.619  (meters)    3742.18   (feet)  READJUSTED
 EV1400  ___________________________________________________________________
 EV1400  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV1400  DYNAMIC HT  -        1139.170 (meters)    3737.43  (feet)  COMP
 EV1400  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 EV1400
 EV1400  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1400
 EV1400.The horizontal coordinates were scaled from a topographic map and have
 EV1400.an estimated accuracy of +/- 6 seconds.
 EV1400
 EV1400.The orthometric height was determined by differential leveling
 EV1400.and adjusted in February 1993.
 EV1400.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1400.distribution rate of 0.0 thru 1.0 mm/km.
 EV1400.The height was derived from older observations constrained to new
 EV1400.heights in a crustal motion area.  The height is approximate in
 EV1400.relation to other heights in its vicinity.
 EV1400
 EV1400.The geoid height was determined by GEOID03.
 EV1400
 EV1400.The dynamic height is computed by dividing the NAVD 88
 EV1400.geopotential number by the normal gravity value computed on the
 EV1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1400.degrees latitude (g = 980.6199 gals.).
 EV1400
 EV1400.The modeled gravity was interpolated from observed gravity values.
 EV1400
 EV1400;                    North         East    Units  Estimated Accuracy
 EV1400;SPC CA 5     -   601,120.    2,051,660.      MT  (+/- 180 meters Scaled)
 EV1400
 EV1400                          SUPERSEDED SURVEY CONTROL
 EV1400
 EV1400  NGVD 29 (??/??/92) 1139.705  (m)         3739.18   (f) ADJ UNCH    1 1
 EV1400
 EV1400.Superseded values are not recommended for survey control.
 EV1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1400.See file dsdata.txt to determine how the superseded data were derived.
 EV1400
 EV1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU597077(NAD 83)
 EV1400_MARKER: Z = SEE DESCRIPTION
 EV1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1400_SP_SET: REINFORCING ROD
 EV1400_STAMPING: 704-20 1968
 EV1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1400
 EV1400  HISTORY     - Date     Condition        Report By
 EV1400  HISTORY     - 1968     MONUMENTED       CA-071
 EV1400  HISTORY     - 1978     GOOD             NGS
 EV1400
 EV1400                          STATION DESCRIPTION
 EV1400
 EV1400'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1400'8.6 MI NE FROM SUMMIT VALLEY.
 EV1400'ABOUT 8.55 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1400'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, ABOUT
 EV1400'0.12 MILE WEST OF A DRAINAGE PIPE, 12.8 FEET NORTH OF THE NORTH
 EV1400'RAIL, 2 FEET BELOW THE LEVEL OF THE TRACK, AT THE WEST END OF A
 EV1400'SMALL KNOLL, AND ABOUT 0.2 FEET BELOW THE SURFACE OF THE
 EV1400'GROUND.
 EV1400
 EV1400                          STATION RECOVERY (1978)
 EV1400
 EV1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1399 ***********************************************************************
 EV1399  DESIGNATION -  704 21
 EV1399  PID         -  EV1399
 EV1399  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1399  USGS QUAD   -  BALDY MESA (1996)
 EV1399
 EV1399                         *CURRENT SURVEY CONTROL
 EV1399  ___________________________________________________________________
 EV1399* NAD 83(1986)-  34 24 43.     (N)    117 26 39.     (W)     SCALED    
 EV1399* NAVD 88     -      1142.49   (+/-2cm)    3748.3    (feet)  VERTCON   
 EV1399  ___________________________________________________________________
 EV1399  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV1399  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1399
 EV1399.The horizontal coordinates were scaled from a topographic map and have
 EV1399.an estimated accuracy of +/- 6 seconds.
 EV1399
 EV1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1399.The vertical order pertains to the NGVD 29 superseded value.
 EV1399
 EV1399.The geoid height was determined by GEOID03.
 EV1399
 EV1399;                    North         East    Units  Estimated Accuracy
 EV1399;SPC CA 5     -   601,300.    2,051,100.      MT  (+/- 180 meters Scaled)
 EV1399
 EV1399                          SUPERSEDED SURVEY CONTROL
 EV1399
 EV1399  NGVD 29 (??/??/92) 1141.574  (m)         3745.31   (f) ADJ UNCH    1 1
 EV1399
 EV1399.Superseded values are not recommended for survey control.
 EV1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1399.See file dsdata.txt to determine how the superseded data were derived.
 EV1399
 EV1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU591079(NAD 83)
 EV1399_MARKER: Z = SEE DESCRIPTION
 EV1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1399_SP_SET: REINFORCING ROD
 EV1399_STAMPING: 704-21 1968
 EV1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1399
 EV1399  HISTORY     - Date     Condition        Report By
 EV1399  HISTORY     - 1968     MONUMENTED       CA-071
 EV1399  HISTORY     - 1978     POOR             NGS
 EV1399
 EV1399                          STATION DESCRIPTION
 EV1399
 EV1399'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1399'8.9 MI NE FROM SUMMIT VALLEY.
 EV1399'ABOUT 8.9 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1399'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 20 FEET
 EV1399'SOUTH OF THE SOUTH RAIL, 43.5 FEET WEST OF A STEEL POST MARKED
 EV1399'PRIVATE PROPERTY, 2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 EV1399'ABOUT 0.3 FOOT BELOW THE LEVEL OF THE GROUND.
 EV1399
 EV1399                          STATION RECOVERY (1978)
 EV1399
 EV1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1399'ROD HAS BEEN HIT, TOP BENT ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1398 ***********************************************************************
 EV1398  DESIGNATION -  704 22
 EV1398  PID         -  EV1398
 EV1398  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1398  USGS QUAD   -  BALDY MESA (1996)
 EV1398
 EV1398                         *CURRENT SURVEY CONTROL
 EV1398  ___________________________________________________________________
 EV1398* NAD 83(1986)-  34 24 51.     (N)    117 26 56.     (W)     SCALED    
 EV1398* NAVD 88     -      1146.067  (meters)    3760.05   (feet)  READJUSTED
 EV1398  ___________________________________________________________________
 EV1398  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV1398  DYNAMIC HT  -        1144.620 (meters)    3755.31  (feet)  COMP
 EV1398  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 EV1398
 EV1398  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1398
 EV1398.The horizontal coordinates were scaled from a topographic map and have
 EV1398.an estimated accuracy of +/- 6 seconds.
 EV1398
 EV1398.The orthometric height was determined by differential leveling
 EV1398.and adjusted in February 1993.
 EV1398.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1398.distribution rate of 0.0 thru 1.0 mm/km.
 EV1398.The height was derived from older observations constrained to new
 EV1398.heights in a crustal motion area.  The height is approximate in
 EV1398.relation to other heights in its vicinity.
 EV1398
 EV1398.The geoid height was determined by GEOID03.
 EV1398
 EV1398.The dynamic height is computed by dividing the NAVD 88
 EV1398.geopotential number by the normal gravity value computed on the
 EV1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1398.degrees latitude (g = 980.6199 gals.).
 EV1398
 EV1398.The modeled gravity was interpolated from observed gravity values.
 EV1398
 EV1398;                    North         East    Units  Estimated Accuracy
 EV1398;SPC CA 5     -   601,540.    2,050,660.      MT  (+/- 180 meters Scaled)
 EV1398
 EV1398                          SUPERSEDED SURVEY CONTROL
 EV1398
 EV1398  NGVD 29 (??/??/92) 1145.150  (m)         3757.05   (f) ADJ UNCH    1 1
 EV1398
 EV1398.Superseded values are not recommended for survey control.
 EV1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1398.See file dsdata.txt to determine how the superseded data were derived.
 EV1398
 EV1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU587081(NAD 83)
 EV1398_MARKER: DB = BENCH MARK DISK
 EV1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1398_STAMPING: 704-22 1968
 EV1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1398+STABILITY: SURFACE MOTION
 EV1398
 EV1398  HISTORY     - Date     Condition        Report By
 EV1398  HISTORY     - 1968     MONUMENTED       CA-071
 EV1398  HISTORY     - 1978     GOOD             NGS
 EV1398
 EV1398                          STATION DESCRIPTION
 EV1398
 EV1398'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1398'9.2 MI NE FROM SUMMIT VALLEY.
 EV1398'ABOUT 9.25 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1398'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 46.2
 EV1398'FEET WEST OF THE WEST RAIL, 30.5 FEET NORTHEAST AND 73 FEET
 EV1398'NORTHWEST OF MILE POST 455, 3.5 FEET ABOVE THE LEVEL OF THE
 EV1398'TRACKS, ABOUT 0.6 FEET ABOVE THE LEVEL OF THE GROUND, 0.2 MILE
 EV1398'SOUTHEAST OF BALDY MESA ROAD, 3 FEET SOUTHEAST OF A WHITE
 EV1398'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.
 EV1398
 EV1398                          STATION RECOVERY (1978)
 EV1398
 EV1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1397 ***********************************************************************
 EV1397  DESIGNATION -  704 23
 EV1397  PID         -  EV1397
 EV1397  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1397  USGS QUAD   -  BALDY MESA (1996)
 EV1397
 EV1397                         *CURRENT SURVEY CONTROL
 EV1397  ___________________________________________________________________
 EV1397* NAD 83(1986)-  34 25 08.     (N)    117 27 21.     (W)     SCALED    
 EV1397* NAVD 88     -      1145.576  (meters)    3758.44   (feet)  READJUSTED
 EV1397  ___________________________________________________________________
 EV1397  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV1397  DYNAMIC HT  -        1144.130 (meters)    3753.70  (feet)  COMP
 EV1397  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 EV1397
 EV1397  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1397
 EV1397.The horizontal coordinates were scaled from a topographic map and have
 EV1397.an estimated accuracy of +/- 6 seconds.
 EV1397
 EV1397.The orthometric height was determined by differential leveling
 EV1397.and adjusted in February 1993.
 EV1397.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1397.distribution rate of 0.0 thru 1.0 mm/km.
 EV1397.The height was derived from older observations constrained to new
 EV1397.heights in a crustal motion area.  The height is approximate in
 EV1397.relation to other heights in its vicinity.
 EV1397
 EV1397.The geoid height was determined by GEOID03.
 EV1397
 EV1397.The dynamic height is computed by dividing the NAVD 88
 EV1397.geopotential number by the normal gravity value computed on the
 EV1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1397.degrees latitude (g = 980.6199 gals.).
 EV1397
 EV1397.The modeled gravity was interpolated from observed gravity values.
 EV1397
 EV1397;                    North         East    Units  Estimated Accuracy
 EV1397;SPC CA 5     -   602,060.    2,050,020.      MT  (+/- 180 meters Scaled)
 EV1397
 EV1397                          SUPERSEDED SURVEY CONTROL
 EV1397
 EV1397  NGVD 29 (??/??/92) 1144.659  (m)         3755.44   (f) ADJ UNCH    1 1
 EV1397
 EV1397.Superseded values are not recommended for survey control.
 EV1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1397.See file dsdata.txt to determine how the superseded data were derived.
 EV1397
 EV1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU581086(NAD 83)
 EV1397_MARKER: Z = SEE DESCRIPTION
 EV1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1397_SP_SET: REINFORCING ROD
 EV1397_STAMPING: 704-23 1968
 EV1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1397
 EV1397  HISTORY     - Date     Condition        Report By
 EV1397  HISTORY     - 1968     MONUMENTED       CA-071
 EV1397  HISTORY     - 1978     GOOD             NGS
 EV1397
 EV1397                          STATION DESCRIPTION
 EV1397
 EV1397'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1397'9.8 MI NE FROM SUMMIT VALLEY.
 EV1397'ABOUT 9.85 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1397'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 6.2
 EV1397'FEET NORTHEAST OF THE NORTHEAST RAIL, 5.1 FOOT NORTH OF A NAIL
 EV1397'AND FLASH IN A RAILROAD TIE, ABOUT 1 FOOT EAST OF A NAIL AND
 EV1397'FLASH SET OVER A DRAIN PIPE, AND ABOUT 1.7 FEET BELOW THE LEVEL
 EV1397'OF THE TRACKS.
 EV1397
 EV1397                          STATION RECOVERY (1978)
 EV1397
 EV1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1395 ***********************************************************************
 EV1395  DESIGNATION -  704 25
 EV1395  PID         -  EV1395
 EV1395  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1395  USGS QUAD   -  BALDY MESA (1996)
 EV1395
 EV1395                         *CURRENT SURVEY CONTROL
 EV1395  ___________________________________________________________________
 EV1395* NAD 83(1986)-  34 25 35.     (N)    117 27 56.     (W)     SCALED    
 EV1395* NAVD 88     -      1146.300  (meters)    3760.82   (feet)  READJUSTED
 EV1395  ___________________________________________________________________
 EV1395  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV1395  DYNAMIC HT  -        1144.850 (meters)    3756.06  (feet)  COMP
 EV1395  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 EV1395
 EV1395  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1395
 EV1395.The horizontal coordinates were scaled from a topographic map and have
 EV1395.an estimated accuracy of +/- 6 seconds.
 EV1395
 EV1395.The orthometric height was determined by differential leveling
 EV1395.and adjusted in February 1993.
 EV1395.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1395.distribution rate of 0.0 thru 1.0 mm/km.
 EV1395.The height was derived from older observations constrained to new
 EV1395.heights in a crustal motion area.  The height is approximate in
 EV1395.relation to other heights in its vicinity.
 EV1395
 EV1395.The geoid height was determined by GEOID03.
 EV1395
 EV1395.The dynamic height is computed by dividing the NAVD 88
 EV1395.geopotential number by the normal gravity value computed on the
 EV1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1395.degrees latitude (g = 980.6199 gals.).
 EV1395
 EV1395.The modeled gravity was interpolated from observed gravity values.
 EV1395
 EV1395;                    North         East    Units  Estimated Accuracy
 EV1395;SPC CA 5     -   602,890.    2,049,120.      MT  (+/- 180 meters Scaled)
 EV1395
 EV1395                          SUPERSEDED SURVEY CONTROL
 EV1395
 EV1395  NGVD 29 (??/??/92) 1145.383  (m)         3757.81   (f) ADJ UNCH    1 1
 EV1395
 EV1395.Superseded values are not recommended for survey control.
 EV1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1395.See file dsdata.txt to determine how the superseded data were derived.
 EV1395
 EV1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU572095(NAD 83)
 EV1395_MARKER: DD = SURVEY DISK
 EV1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1395_STAMPING: 704-25 1968
 EV1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1395+STABILITY: SURFACE MOTION
 EV1395
 EV1395  HISTORY     - Date     Condition        Report By
 EV1395  HISTORY     - 1968     MONUMENTED       CA-071
 EV1395  HISTORY     - 1978     GOOD             NGS
 EV1395
 EV1395                          STATION DESCRIPTION
 EV1395
 EV1395'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1395'10.6 MI NE FROM SUMMIT VALLEY.
 EV1395'ABOUT 10.65 MILES NORTHEAST AND NORTHWEST ALONG THE SOUTHERN
 EV1395'PACIFIC RAILROAD FROM SUMMIT CROSSING AT SUMMIT VALLEY, 18.6
 EV1395'FEET NORTH OF THE NORTH RAIL, 42 FEET EAST OF THE CENTER LINE
 EV1395'OF PHELAN ROAD, 4 FEET EAST AND 4 FEET SOUTH OF A POWER POLE,
 EV1395'1.5 FEET BELOW THE LEVEL OF THE TRACK, AND 1.3 FEET BELOW THE
 EV1395'LEVEL OF PHELAN ROAD AND SET IN THE TOP OF A CONCRETE POST.
 EV1395'NOTE-- MARK CAN ALSO BE REACHED FROM PHELAN BY GOING 5.8 MILES
 EV1395'EAST ALONG PHELAN ROAD FROM PHELAN.
 EV1395
 EV1395                          STATION RECOVERY (1978)
 EV1395
 EV1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1394 ***********************************************************************
 EV1394  DESIGNATION -  704 26
 EV1394  PID         -  EV1394
 EV1394  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1394  USGS QUAD   -  BALDY MESA (1996)
 EV1394
 EV1394                         *CURRENT SURVEY CONTROL
 EV1394  ___________________________________________________________________
 EV1394* NAD 83(1986)-  34 25 53.     (N)    117 28 20.     (W)     SCALED    
 EV1394* NAVD 88     -      1143.845  (meters)    3752.76   (feet)  READJUSTED
 EV1394  ___________________________________________________________________
 EV1394  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV1394  DYNAMIC HT  -        1142.400 (meters)    3748.02  (feet)  COMP
 EV1394  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 EV1394
 EV1394  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1394
 EV1394.The horizontal coordinates were scaled from a topographic map and have
 EV1394.an estimated accuracy of +/- 6 seconds.
 EV1394
 EV1394.The orthometric height was determined by differential leveling
 EV1394.and adjusted in February 1993.
 EV1394.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1394.distribution rate of 0.0 thru 1.0 mm/km.
 EV1394.The height was derived from older observations constrained to new
 EV1394.heights in a crustal motion area.  The height is approximate in
 EV1394.relation to other heights in its vicinity.
 EV1394
 EV1394.The geoid height was determined by GEOID03.
 EV1394
 EV1394.The dynamic height is computed by dividing the NAVD 88
 EV1394.geopotential number by the normal gravity value computed on the
 EV1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1394.degrees latitude (g = 980.6199 gals.).
 EV1394
 EV1394.The modeled gravity was interpolated from observed gravity values.
 EV1394
 EV1394;                    North         East    Units  Estimated Accuracy
 EV1394;SPC CA 5     -   603,440.    2,048,510.      MT  (+/- 180 meters Scaled)
 EV1394
 EV1394                          SUPERSEDED SURVEY CONTROL
 EV1394
 EV1394  NGVD 29 (??/??/92) 1142.928  (m)         3749.76   (f) ADJ UNCH    1 1
 EV1394
 EV1394.Superseded values are not recommended for survey control.
 EV1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1394.See file dsdata.txt to determine how the superseded data were derived.
 EV1394
 EV1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU566100(NAD 83)
 EV1394_MARKER: B = BOLT
 EV1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1394_SP_SET: CONTROL BOX
 EV1394_STAMPING: 704-26 1968
 EV1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1394
 EV1394  HISTORY     - Date     Condition        Report By
 EV1394  HISTORY     - 1968     MONUMENTED       CA-071
 EV1394  HISTORY     - 1978     GOOD             NGS
 EV1394
 EV1394                          STATION DESCRIPTION
 EV1394
 EV1394'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1394'6.2 MI E FROM PHELAN.
 EV1394'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN THENCE 0.45
 EV1394'MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 7.1 FEET
 EV1394'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 1.5 FEET BELOW THE
 EV1394'LEVEL OF THE TRACK, A PAINTED CIRCLE SURROUNDS THE BOLT ON THE
 EV1394'SOUTH CORNER OF THE CONTROL BOX.
 EV1394
 EV1394                          STATION RECOVERY (1978)
 EV1394
 EV1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1393 ***********************************************************************
 EV1393  DESIGNATION -  704 27
 EV1393  PID         -  EV1393
 EV1393  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1393  USGS QUAD   -  BALDY MESA (1996)
 EV1393
 EV1393                         *CURRENT SURVEY CONTROL
 EV1393  ___________________________________________________________________
 EV1393* NAD 83(1986)-  34 26 11.     (N)    117 28 42.     (W)     SCALED    
 EV1393* NAVD 88     -      1143.838  (meters)    3752.74   (feet)  READJUSTED
 EV1393  ___________________________________________________________________
 EV1393  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV1393  DYNAMIC HT  -        1142.400 (meters)    3748.02  (feet)  COMP
 EV1393  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 EV1393
 EV1393  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1393
 EV1393.The horizontal coordinates were scaled from a topographic map and have
 EV1393.an estimated accuracy of +/- 6 seconds.
 EV1393
 EV1393.The orthometric height was determined by differential leveling
 EV1393.and adjusted in February 1993.
 EV1393.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1393.distribution rate of 0.0 thru 1.0 mm/km.
 EV1393.The height was derived from older observations constrained to new
 EV1393.heights in a crustal motion area.  The height is approximate in
 EV1393.relation to other heights in its vicinity.
 EV1393
 EV1393.The geoid height was determined by GEOID03.
 EV1393
 EV1393.The dynamic height is computed by dividing the NAVD 88
 EV1393.geopotential number by the normal gravity value computed on the
 EV1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1393.degrees latitude (g = 980.6199 gals.).
 EV1393
 EV1393.The modeled gravity was interpolated from observed gravity values.
 EV1393
 EV1393;                    North         East    Units  Estimated Accuracy
 EV1393;SPC CA 5     -   603,990.    2,047,940.      MT  (+/- 180 meters Scaled)
 EV1393
 EV1393                          SUPERSEDED SURVEY CONTROL
 EV1393
 EV1393  NGVD 29 (??/??/92) 1142.922  (m)         3749.74   (f) ADJ UNCH    1 1
 EV1393
 EV1393.Superseded values are not recommended for survey control.
 EV1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1393.See file dsdata.txt to determine how the superseded data were derived.
 EV1393
 EV1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU560106(NAD 83)
 EV1393_MARKER: DD = SURVEY DISK
 EV1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1393_STAMPING: 704-27 1968
 EV1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1393+STABILITY: SURFACE MOTION
 EV1393
 EV1393  HISTORY     - Date     Condition        Report By
 EV1393  HISTORY     - 1968     MONUMENTED       CA-071
 EV1393  HISTORY     - 1978     GOOD             NGS
 EV1393
 EV1393                          STATION DESCRIPTION
 EV1393
 EV1393'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1393'6.9 MI E FROM PHELAN.
 EV1393'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 1.1
 EV1393'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 46.2 FEET
 EV1393'NORTHEAST OF THE NORTHEAST RAIL, 0.4 MILE NORTHWEST OF MILE
 EV1393'POST 453, 1.2 FEET ABOVE THE LEVEL OF THE TRACK, 10 FEET
 EV1393'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, ABOUT 0.6 FOOT
 EV1393'ABOVE THE LEVEL OF THE GROUND, 3 FEET NORTH OF A WHITE WITNESS
 EV1393'POST AND SET IN THE TOP OF A CONCRETE POST.
 EV1393
 EV1393                          STATION RECOVERY (1978)
 EV1393
 EV1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1392 ***********************************************************************
 EV1392  DESIGNATION -  704 28
 EV1392  PID         -  EV1392
 EV1392  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1392  USGS QUAD   -  BALDY MESA (1996)
 EV1392
 EV1392                         *CURRENT SURVEY CONTROL
 EV1392  ___________________________________________________________________
 EV1392* NAD 83(1986)-  34 26 28.     (N)    117 29 07.     (W)     SCALED    
 EV1392* NAVD 88     -      1143.018  (meters)    3750.05   (feet)  READJUSTED
 EV1392  ___________________________________________________________________
 EV1392  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV1392  DYNAMIC HT  -        1141.580 (meters)    3745.33  (feet)  COMP
 EV1392  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 EV1392  OBS GRAVITY -     979,335.3   (mgal)                       GRAV_OBS
 EV1392
 EV1392  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1392
 EV1392.The horizontal coordinates were scaled from a topographic map and have
 EV1392.an estimated accuracy of +/- 6 seconds.
 EV1392
 EV1392.The orthometric height was determined by differential leveling
 EV1392.and adjusted in February 1993.
 EV1392.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1392.distribution rate of 0.0 thru 1.0 mm/km.
 EV1392.The height was derived from older observations constrained to new
 EV1392.heights in a crustal motion area.  The height is approximate in
 EV1392.relation to other heights in its vicinity.
 EV1392
 EV1392.The geoid height was determined by GEOID03.
 EV1392
 EV1392.The dynamic height is computed by dividing the NAVD 88
 EV1392.geopotential number by the normal gravity value computed on the
 EV1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1392.degrees latitude (g = 980.6199 gals.).
 EV1392
 EV1392.The modeled gravity was interpolated from observed gravity values.
 EV1392.The observed gravity was obtained from relative gravimeter ties
 EV1392.to the IGSN71 gravity network.
 EV1392
 EV1392;                    North         East    Units  Estimated Accuracy
 EV1392;SPC CA 5     -   604,510.    2,047,300.      MT  (+/- 180 meters Scaled)
 EV1392
 EV1392                          SUPERSEDED SURVEY CONTROL
 EV1392
 EV1392  NGVD 29 (??/??/92) 1142.102  (m)         3747.05   (f) ADJ UNCH    1 1
 EV1392
 EV1392.Superseded values are not recommended for survey control.
 EV1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1392.See file dsdata.txt to determine how the superseded data were derived.
 EV1392
 EV1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU554111(NAD 83)
 EV1392_MARKER: Z = SEE DESCRIPTION
 EV1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1392_SP_SET: REINFORCING ROD
 EV1392_STAMPING: 704-28 1968
 EV1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1392
 EV1392  HISTORY     - Date     Condition        Report By
 EV1392  HISTORY     - 1968     MONUMENTED       CA-071
 EV1392  HISTORY     - 1978     GOOD             NGS
 EV1392
 EV1392                          STATION DESCRIPTION
 EV1392
 EV1392'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1392'7.4 MI E FROM PHELAN.
 EV1392'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 1.6
 EV1392'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 13 FEET
 EV1392'SOUTHWEST OF THE SOUTHWEST RAIL, 11.7 FEET SOUTHWEST OF A NAIL
 EV1392'AND FLASH IN A RAILROAD TIE, 256 FEET EAST OF THE CENTER LINE
 EV1392'OF A PAVED ROAD, ABOUT 1.8 FEET BELOW THE LEVEL OF THE TRACK
 EV1392'AND 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
 EV1392
 EV1392                          STATION RECOVERY (1978)
 EV1392
 EV1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1391 ***********************************************************************
 EV1391  DESIGNATION -  704 29
 EV1391  PID         -  EV1391
 EV1391  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1391  USGS QUAD   -  BALDY MESA (1996)
 EV1391
 EV1391                         *CURRENT SURVEY CONTROL
 EV1391  ___________________________________________________________________
 EV1391* NAD 83(1986)-  34 26 40.     (N)    117 29 33.     (W)     SCALED    
 EV1391* NAVD 88     -      1140.682  (meters)    3742.39   (feet)  READJUSTED
 EV1391  ___________________________________________________________________
 EV1391  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV1391  DYNAMIC HT  -        1139.250 (meters)    3737.69  (feet)  COMP
 EV1391  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 EV1391
 EV1391  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1391
 EV1391.The horizontal coordinates were scaled from a topographic map and have
 EV1391.an estimated accuracy of +/- 6 seconds.
 EV1391
 EV1391.The orthometric height was determined by differential leveling
 EV1391.and adjusted in February 1993.
 EV1391.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1391.distribution rate of 0.0 thru 1.0 mm/km.
 EV1391.The height was derived from older observations constrained to new
 EV1391.heights in a crustal motion area.  The height is approximate in
 EV1391.relation to other heights in its vicinity.
 EV1391
 EV1391.The geoid height was determined by GEOID03.
 EV1391
 EV1391.The dynamic height is computed by dividing the NAVD 88
 EV1391.geopotential number by the normal gravity value computed on the
 EV1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1391.degrees latitude (g = 980.6199 gals.).
 EV1391
 EV1391.The modeled gravity was interpolated from observed gravity values.
 EV1391
 EV1391;                    North         East    Units  Estimated Accuracy
 EV1391;SPC CA 5     -   604,880.    2,046,640.      MT  (+/- 180 meters Scaled)
 EV1391
 EV1391                          SUPERSEDED SURVEY CONTROL
 EV1391
 EV1391  NGVD 29 (??/??/92) 1139.766  (m)         3739.38   (f) ADJ UNCH    1 1
 EV1391
 EV1391.Superseded values are not recommended for survey control.
 EV1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1391.See file dsdata.txt to determine how the superseded data were derived.
 EV1391
 EV1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU547115(NAD 83)
 EV1391_MARKER: DD = SURVEY DISK
 EV1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV1391_STAMPING: 704-29 1968
 EV1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV1391+STABILITY: SURFACE MOTION
 EV1391
 EV1391  HISTORY     - Date     Condition        Report By
 EV1391  HISTORY     - 1968     MONUMENTED       CA-071
 EV1391  HISTORY     - 1978     GOOD             NGS
 EV1391
 EV1391                          STATION DESCRIPTION
 EV1391
 EV1391'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1391'8 MI E FROM PHELAN.
 EV1391'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 2.15
 EV1391'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 0.3 MILE
 EV1391'WEST OF MILEPOST 452, 46.3 FEET NORTHEAST OF THE NORTHEAST
 EV1391'RAIL, 14 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD,
 EV1391'10 FEET SOUTHEAST OF A JOSHUA TREE, ABOUT 0.6 FOOT ABOVE THE
 EV1391'LEVEL OF THE GROUND AND 3 FEET NORTHWEST OF A WHITE WITNESS
 EV1391'POST, AND SET IN THE TOP OF A CONCRETE POST.
 EV1391
 EV1391                          STATION RECOVERY (1978)
 EV1391
 EV1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2105 ***********************************************************************
 EV2105  DESIGNATION -  704 3
 EV2105  PID         -  EV2105
 EV2105  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2105  USGS QUAD   -  CAJON (1996)
 EV2105
 EV2105                         *CURRENT SURVEY CONTROL
 EV2105  ___________________________________________________________________
 EV2105* NAD 83(1986)-  34 20 23.     (N)    117 24 26.     (W)     SCALED    
 EV2105* NAVD 88     -      1173.89   (+/-2cm)    3851.3    (feet)  VERTCON   
 EV2105  ___________________________________________________________________
 EV2105  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2105  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2105
 EV2105.The horizontal coordinates were scaled from a topographic map and have
 EV2105.an estimated accuracy of +/- 6 seconds.
 EV2105
 EV2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2105.The vertical order pertains to the NGVD 29 superseded value.
 EV2105
 EV2105.The geoid height was determined by GEOID03.
 EV2105
 EV2105;                    North         East    Units  Estimated Accuracy
 EV2105;SPC CA 5     -   593,310.    2,054,540.      MT  (+/- 180 meters Scaled)
 EV2105
 EV2105                          SUPERSEDED SURVEY CONTROL
 EV2105
 EV2105  NGVD 29 (??/??/92) 1173.002  (m)         3848.42   (f) ADJ UNCH    1 1
 EV2105
 EV2105.Superseded values are not recommended for survey control.
 EV2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2105.See file dsdata.txt to determine how the superseded data were derived.
 EV2105
 EV2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT625999(NAD 83)
 EV2105_MARKER: P = PIPE CAP
 EV2105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2105_STAMPING: 704-3 1968
 EV2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2105
 EV2105  HISTORY     - Date     Condition        Report By
 EV2105  HISTORY     - 1968     MONUMENTED       CA-071
 EV2105
 EV2105                          STATION DESCRIPTION
 EV2105
 EV2105'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2105'1.4 MI NE FROM SUMMIT VALLEY.
 EV2105'ABOUT 1.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2105'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 10.6 FEET SOUTHWEST OF
 EV2105'THE SOUTHWEST RAIL, 1 FOOT NORTH OF F.P. SIGN, 253 FEET SOUTHWEST
 EV2105'OF A DERAIL SWITCH, 23.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 EV2105'2 FEET BELOW THE LEVEL OF THE TRACKS AND 3 INCHES BELOW THE
 EV2105'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1390 ***********************************************************************
 EV1390  DESIGNATION -  704 30
 EV1390  PID         -  EV1390
 EV1390  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1390  USGS QUAD   -  BALDY MESA (1996)
 EV1390
 EV1390                         *CURRENT SURVEY CONTROL
 EV1390  ___________________________________________________________________
 EV1390* NAD 83(1986)-  34 26 50.     (N)    117 29 57.     (W)     SCALED    
 EV1390* NAVD 88     -      1133.39   (+/-2cm)    3718.5    (feet)  VERTCON   
 EV1390  ___________________________________________________________________
 EV1390  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV1390  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV1390
 EV1390.The horizontal coordinates were scaled from a topographic map and have
 EV1390.an estimated accuracy of +/- 6 seconds.
 EV1390
 EV1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1390.The vertical order pertains to the NGVD 29 superseded value.
 EV1390
 EV1390.The geoid height was determined by GEOID03.
 EV1390
 EV1390;                    North         East    Units  Estimated Accuracy
 EV1390;SPC CA 5     -   605,190.    2,046,020.      MT  (+/- 180 meters Scaled)
 EV1390
 EV1390                          SUPERSEDED SURVEY CONTROL
 EV1390
 EV1390  NGVD 29 (??/??/92) 1132.467  (m)         3715.44   (f) ADJ UNCH    1 1
 EV1390
 EV1390.Superseded values are not recommended for survey control.
 EV1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1390.See file dsdata.txt to determine how the superseded data were derived.
 EV1390
 EV1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU541118(NAD 83)
 EV1390_MARKER: Z = SEE DESCRIPTION
 EV1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1390_SP_SET: REINFORCING ROD
 EV1390_STAMPING: 704-30 1968
 EV1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1390
 EV1390  HISTORY     - Date     Condition        Report By
 EV1390  HISTORY     - 1968     MONUMENTED       CA-071
 EV1390  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV1390
 EV1390                          STATION DESCRIPTION
 EV1390
 EV1390'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1390'8.5 MI E FROM PHELAN.
 EV1390'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 2.7
 EV1390'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 1 FOOT
 EV1390'SOUTH OF THE PHELAN SIGN, 13.1 FEET NORTH OF THE NORTH RAIL, 2.2
 EV1390'FEET BELOW THE LEVEL OF THE TRACK, 23 FEET SOUTH OF THE CENTER
 EV1390'LINE OF THE DIRT ROAD, AND ABOUT 0.2 FOOT BELOW THE LEVEL OF THE
 EV1390'GROUND.
 EV1390
 EV1390                          STATION RECOVERY (1978)
 EV1390
 EV1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2952 ***********************************************************************
 EV2952  DESIGNATION -  704 31
 EV2952  PID         -  EV2952
 EV2952  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2952  USGS QUAD   -  PHELAN (1996)
 EV2952
 EV2952                         *CURRENT SURVEY CONTROL
 EV2952  ___________________________________________________________________
 EV2952* NAD 83(1986)-  34 26 58.     (N)    117 30 12.     (W)     SCALED    
 EV2952* NAVD 88     -      1126.790  (meters)    3696.81   (feet)  READJUSTED
 EV2952  ___________________________________________________________________
 EV2952  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2952  DYNAMIC HT  -        1125.370 (meters)    3692.15  (feet)  COMP
 EV2952  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 EV2952
 EV2952  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2952
 EV2952.The horizontal coordinates were scaled from a topographic map and have
 EV2952.an estimated accuracy of +/- 6 seconds.
 EV2952
 EV2952.The orthometric height was determined by differential leveling
 EV2952.and adjusted in February 1993.
 EV2952.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2952.distribution rate of 0.0 thru 1.0 mm/km.
 EV2952.The height was derived from older observations constrained to new
 EV2952.heights in a crustal motion area.  The height is approximate in
 EV2952.relation to other heights in its vicinity.
 EV2952
 EV2952.The geoid height was determined by GEOID03.
 EV2952
 EV2952.The dynamic height is computed by dividing the NAVD 88
 EV2952.geopotential number by the normal gravity value computed on the
 EV2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2952.degrees latitude (g = 980.6199 gals.).
 EV2952
 EV2952.The modeled gravity was interpolated from observed gravity values.
 EV2952
 EV2952;                    North         East    Units  Estimated Accuracy
 EV2952;SPC CA 5     -   605,430.    2,045,640.      MT  (+/- 180 meters Scaled)
 EV2952
 EV2952                          SUPERSEDED SURVEY CONTROL
 EV2952
 EV2952  NGVD 29 (??/??/92) 1125.870  (m)         3693.79   (f) ADJ UNCH    1 1
 EV2952
 EV2952.Superseded values are not recommended for survey control.
 EV2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2952.See file dsdata.txt to determine how the superseded data were derived.
 EV2952
 EV2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU537121(NAD 83)
 EV2952_MARKER: DD = SURVEY DISK
 EV2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2952_STAMPING: 704-13
 EV2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2952+STABILITY: SURFACE MOTION
 EV2952
 EV2952  HISTORY     - Date     Condition        Report By
 EV2952  HISTORY     - UNK      MONUMENTED       CA-071
 EV2952  HISTORY     - 1968     GOOD             CA-071
 EV2952  HISTORY     - 1978     GOOD             NGS
 EV2952
 EV2952                          STATION DESCRIPTION
 EV2952
 EV2952'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2952'9 MI NE FROM PHELAN.
 EV2952'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 3.2
 EV2952'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 21 FEET
 EV2952'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 26 FEET NORTH
 EV2952'AND 69 FEET EAST OF A DRAINAGE PIPE WHICH IS 2 FEET IN DIAMETER,
 EV2952'12 FEET WEST OF A JOSHUA TREE, 3.5 FEET BELOW THE LEVEL OF THE
 EV2952'TRACKS, 3 FEET NORTH OF A WHITE WITNESS POST, AND SET IN THE
 EV2952'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT.
 EV2952
 EV2952                          STATION RECOVERY (1978)
 EV2952
 EV2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2951 ***********************************************************************
 EV2951  DESIGNATION -  704 32
 EV2951  PID         -  EV2951
 EV2951  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2951  USGS QUAD   -  PHELAN (1996)
 EV2951
 EV2951                         *CURRENT SURVEY CONTROL
 EV2951  ___________________________________________________________________
 EV2951* NAD 83(1986)-  34 27 09.     (N)    117 30 38.     (W)     SCALED    
 EV2951* NAVD 88     -      1121.677  (meters)    3680.04   (feet)  READJUSTED
 EV2951  ___________________________________________________________________
 EV2951  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2951  DYNAMIC HT  -        1120.270 (meters)    3675.42  (feet)  COMP
 EV2951  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 EV2951
 EV2951  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2951
 EV2951.The horizontal coordinates were scaled from a topographic map and have
 EV2951.an estimated accuracy of +/- 6 seconds.
 EV2951
 EV2951.The orthometric height was determined by differential leveling
 EV2951.and adjusted in February 1993.
 EV2951.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2951.distribution rate of 0.0 thru 1.0 mm/km.
 EV2951.The height was derived from older observations constrained to new
 EV2951.heights in a crustal motion area.  The height is approximate in
 EV2951.relation to other heights in its vicinity.
 EV2951
 EV2951.The geoid height was determined by GEOID03.
 EV2951
 EV2951.The dynamic height is computed by dividing the NAVD 88
 EV2951.geopotential number by the normal gravity value computed on the
 EV2951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2951.degrees latitude (g = 980.6199 gals.).
 EV2951
 EV2951.The modeled gravity was interpolated from observed gravity values.
 EV2951
 EV2951;                    North         East    Units  Estimated Accuracy
 EV2951;SPC CA 5     -   605,770.    2,044,970.      MT  (+/- 180 meters Scaled)
 EV2951
 EV2951                          SUPERSEDED SURVEY CONTROL
 EV2951
 EV2951  NGVD 29 (??/??/92) 1120.756  (m)         3677.01   (f) ADJ UNCH    1 1
 EV2951
 EV2951.Superseded values are not recommended for survey control.
 EV2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2951.See file dsdata.txt to determine how the superseded data were derived.
 EV2951
 EV2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU531124(NAD 83)
 EV2951_MARKER: DD = SURVEY DISK
 EV2951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2951_SP_SET: REINFORCING ROD
 EV2951_STAMPING: 704-32 1968
 EV2951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2951
 EV2951  HISTORY     - Date     Condition        Report By
 EV2951  HISTORY     - 1968     MONUMENTED       CA-071
 EV2951  HISTORY     - 1978     GOOD             NGS
 EV2951
 EV2951                          STATION DESCRIPTION
 EV2951
 EV2951'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2951'9.5 MI NE FROM PHELAN.
 EV2951'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE
 EV2951'3.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 21.5
 EV2951'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 4.8 FEET
 EV2951'NORTHEAST OF A NAIL AND FLASH IN RAILROAD TIE, 6.9 FEET NORTHEAST
 EV2951'OF THE NORTHEAST RAIL, 1.5 FEET BELOW THE LEVEL OF THE TRACK,
 EV2951'1 FOOT WEST OF A 24-INCH DRAINAGE PIPE AND ABOUT 0.2 FEET BELOW
 EV2951'THE LEVEL OF THE GROUND.
 EV2951
 EV2951                          STATION RECOVERY (1978)
 EV2951
 EV2951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2953 ***********************************************************************
 EV2953  DESIGNATION -  704 33
 EV2953  PID         -  EV2953
 EV2953  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2953  USGS QUAD   -  PHELAN (1996)
 EV2953
 EV2953                         *CURRENT SURVEY CONTROL
 EV2953  ___________________________________________________________________
 EV2953* NAD 83(1986)-  34 27 28.     (N)    117 31 04.     (W)     SCALED    
 EV2953* NAVD 88     -      1117.044  (meters)    3664.84   (feet)  READJUSTED
 EV2953  ___________________________________________________________________
 EV2953  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2953  DYNAMIC HT  -        1115.640 (meters)    3660.23  (feet)  COMP
 EV2953  MODELED GRAV-     979,343.9   (mgal)                       NAVD 88
 EV2953  OBS GRAVITY -     979,344.9   (mgal)                       GRAV_OBS
 EV2953
 EV2953  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2953
 EV2953.The horizontal coordinates were scaled from a topographic map and have
 EV2953.an estimated accuracy of +/- 6 seconds.
 EV2953
 EV2953.The orthometric height was determined by differential leveling
 EV2953.and adjusted in February 1993.
 EV2953.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2953.distribution rate of 0.0 thru 1.0 mm/km.
 EV2953.The height was derived from older observations constrained to new
 EV2953.heights in a crustal motion area.  The height is approximate in
 EV2953.relation to other heights in its vicinity.
 EV2953
 EV2953.The geoid height was determined by GEOID03.
 EV2953
 EV2953.The dynamic height is computed by dividing the NAVD 88
 EV2953.geopotential number by the normal gravity value computed on the
 EV2953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2953.degrees latitude (g = 980.6199 gals.).
 EV2953
 EV2953.The modeled gravity was interpolated from observed gravity values.
 EV2953.The observed gravity was obtained from relative gravimeter ties
 EV2953.to the IGSN71 gravity network.
 EV2953
 EV2953;                    North         East    Units  Estimated Accuracy
 EV2953;SPC CA 5     -   606,350.    2,044,310.      MT  (+/- 180 meters Scaled)
 EV2953
 EV2953                          SUPERSEDED SURVEY CONTROL
 EV2953
 EV2953  NGVD 29 (??/??/92) 1116.125  (m)         3661.82   (f) ADJ UNCH    1 1
 EV2953
 EV2953.Superseded values are not recommended for survey control.
 EV2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2953.See file dsdata.txt to determine how the superseded data were derived.
 EV2953
 EV2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU524130(NAD 83)
 EV2953_MARKER: DD = SURVEY DISK
 EV2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2953+STABILITY: SURFACE MOTION
 EV2953
 EV2953  HISTORY     - Date     Condition        Report By
 EV2953  HISTORY     - UNK      MONUMENTED       CA-071
 EV2953  HISTORY     - 1968     GOOD             CA-071
 EV2953  HISTORY     - 1978     GOOD             NGS
 EV2953
 EV2953                          STATION DESCRIPTION
 EV2953
 EV2953'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2953'10 MI NE FROM PHELAN.
 EV2953'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 4.15
 EV2953'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 86 FEET
 EV2953'SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 1.5 FEET ABOVE
 EV2953'THE LEVEL OF THE TRACKS, 161 FEET WEST OF THE CENTER LINE OF
 EV2953'A DIRT ROAD, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE TRACK, 21
 EV2953'FEET OF THE CROSSING OF THE RAILROAD AND THE DIRT ROAD, 3 FEET
 EV2953'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 EV2953'PROJECTING 0.6 FEET.
 EV2953
 EV2953                          STATION RECOVERY (1978)
 EV2953
 EV2953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2954 ***********************************************************************
 EV2954  DESIGNATION -  704 34
 EV2954  PID         -  EV2954
 EV2954  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2954  USGS QUAD   -  PHELAN (1996)
 EV2954
 EV2954                         *CURRENT SURVEY CONTROL
 EV2954  ___________________________________________________________________
 EV2954* NAD 83(1986)-  34 27 39.     (N)    117 31 46.     (W)     SCALED    
 EV2954* NAVD 88     -      1107.697  (meters)    3634.17   (feet)  READJUSTED
 EV2954  ___________________________________________________________________
 EV2954  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2954  DYNAMIC HT  -        1106.310 (meters)    3629.62  (feet)  COMP
 EV2954  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 EV2954
 EV2954  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2954
 EV2954.The horizontal coordinates were scaled from a topographic map and have
 EV2954.an estimated accuracy of +/- 6 seconds.
 EV2954
 EV2954.The orthometric height was determined by differential leveling
 EV2954.and adjusted in February 1993.
 EV2954.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2954.distribution rate of 0.0 thru 1.0 mm/km.
 EV2954.The height was derived from older observations constrained to new
 EV2954.heights in a crustal motion area.  The height is approximate in
 EV2954.relation to other heights in its vicinity.
 EV2954
 EV2954.The geoid height was determined by GEOID03.
 EV2954
 EV2954.The dynamic height is computed by dividing the NAVD 88
 EV2954.geopotential number by the normal gravity value computed on the
 EV2954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2954.degrees latitude (g = 980.6199 gals.).
 EV2954
 EV2954.The modeled gravity was interpolated from observed gravity values.
 EV2954
 EV2954;                    North         East    Units  Estimated Accuracy
 EV2954;SPC CA 5     -   606,680.    2,043,230.      MT  (+/- 180 meters Scaled)
 EV2954
 EV2954                          SUPERSEDED SURVEY CONTROL
 EV2954
 EV2954  NGVD 29 (??/??/92) 1106.776  (m)         3631.15   (f) ADJ UNCH    1 1
 EV2954
 EV2954.Superseded values are not recommended for survey control.
 EV2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2954.See file dsdata.txt to determine how the superseded data were derived.
 EV2954
 EV2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU513133(NAD 83)
 EV2954_MARKER: DD = SURVEY DISK
 EV2954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2954_SP_SET: REINFORCING ROD
 EV2954_STAMPING: 704-34 1968
 EV2954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2954
 EV2954  HISTORY     - Date     Condition        Report By
 EV2954  HISTORY     - 1968     MONUMENTED       CA-071
 EV2954  HISTORY     - 1978     GOOD             NGS
 EV2954
 EV2954                          STATION DESCRIPTION
 EV2954
 EV2954'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2954'10.6 MI NE FROM PHELAN.
 EV2954'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE
 EV2954'4.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 4.3
 EV2954'FEET SOUTHWEST OF A NAIL AND FLASH IN A RAILROAD TIE, 6 FEET
 EV2954'SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET SOUTH OF THE CENTER
 EV2954'LINE OF THE DIRT ROAD, 1.7 FEET LOWER THAN THE LEVEL OF THE
 EV2954'TRACKS, 92 FEET WEST OF A DRAINAGE DITCH, AND SET ABOUT 0.2
 EV2954'FEET BELOW THE LEVEL OF THE GROUND.
 EV2954
 EV2954                          STATION RECOVERY (1978)
 EV2954
 EV2954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2955 ***********************************************************************
 EV2955  DESIGNATION -  704 35
 EV2955  PID         -  EV2955
 EV2955  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2955  USGS QUAD   -  PHELAN (1996)
 EV2955
 EV2955                         *CURRENT SURVEY CONTROL
 EV2955  ___________________________________________________________________
 EV2955* NAD 83(1986)-  34 27 56.     (N)    117 32 15.     (W)     SCALED    
 EV2955* NAVD 88     -      1103.251  (meters)    3619.58   (feet)  READJUSTED
 EV2955  ___________________________________________________________________
 EV2955  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2955  DYNAMIC HT  -        1101.870 (meters)    3615.05  (feet)  COMP
 EV2955  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 EV2955
 EV2955  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2955
 EV2955.The horizontal coordinates were scaled from a topographic map and have
 EV2955.an estimated accuracy of +/- 6 seconds.
 EV2955
 EV2955.The orthometric height was determined by differential leveling
 EV2955.and adjusted in February 1993.
 EV2955.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2955.distribution rate of 0.0 thru 1.0 mm/km.
 EV2955.The height was derived from older observations constrained to new
 EV2955.heights in a crustal motion area.  The height is approximate in
 EV2955.relation to other heights in its vicinity.
 EV2955
 EV2955.The geoid height was determined by GEOID03.
 EV2955
 EV2955.The dynamic height is computed by dividing the NAVD 88
 EV2955.geopotential number by the normal gravity value computed on the
 EV2955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2955.degrees latitude (g = 980.6199 gals.).
 EV2955
 EV2955.The modeled gravity was interpolated from observed gravity values.
 EV2955
 EV2955;                    North         East    Units  Estimated Accuracy
 EV2955;SPC CA 5     -   607,200.    2,042,490.      MT  (+/- 180 meters Scaled)
 EV2955
 EV2955                          SUPERSEDED SURVEY CONTROL
 EV2955
 EV2955  NGVD 29 (??/??/92) 1102.330  (m)         3616.56   (f) ADJ UNCH    1 1
 EV2955
 EV2955.Superseded values are not recommended for survey control.
 EV2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2955.See file dsdata.txt to determine how the superseded data were derived.
 EV2955
 EV2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU506139(NAD 83)
 EV2955_MARKER: DD = SURVEY DISK
 EV2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2955_STAMPING: 704-35 1968
 EV2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2955+STABILITY: SURFACE MOTION
 EV2955
 EV2955  HISTORY     - Date     Condition        Report By
 EV2955  HISTORY     - 1968     MONUMENTED       CA-071
 EV2955  HISTORY     - 1978     GOOD             NGS
 EV2955
 EV2955                          STATION DESCRIPTION
 EV2955
 EV2955'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2955'11.1 MI NE FROM PHELAN.
 EV2955'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE 5.3
 EV2955'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 46.7 FEET
 EV2955'NORTHEAST OF THE NORTHEAST RAIL, 17.5 FEET NORTHEAST OF THE
 EV2955'CENTER LINE OF THE DIRT ROAD, ABOUT 1.3 FEET ABOVE THE LEVEL
 EV2955'OF THE TRACK, 850 FEET NORTHWEST OF MILE POST 449, 3 FEET NORTH
 EV2955'OF A WHITE WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 EV2955'PROJECTING 0.6 FEET.
 EV2955
 EV2955                          STATION RECOVERY (1978)
 EV2955
 EV2955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2947 ***********************************************************************
 EV2947  DESIGNATION -  704 36
 EV2947  PID         -  EV2947
 EV2947  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2947  USGS QUAD   -  PHELAN (1996)
 EV2947
 EV2947                         *CURRENT SURVEY CONTROL
 EV2947  ___________________________________________________________________
 EV2947* NAD 83(1986)-  34 28 07.     (N)    117 32 50.     (W)     SCALED    
 EV2947* NAVD 88     -      1098.67   (+/-2cm)    3604.6    (feet)  VERTCON   
 EV2947  ___________________________________________________________________
 EV2947  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2947  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2947
 EV2947.The horizontal coordinates were scaled from a topographic map and have
 EV2947.an estimated accuracy of +/- 6 seconds.
 EV2947
 EV2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2947.The vertical order pertains to the NGVD 29 superseded value.
 EV2947
 EV2947.The geoid height was determined by GEOID03.
 EV2947
 EV2947;                    North         East    Units  Estimated Accuracy
 EV2947;SPC CA 5     -   607,540.    2,041,600.      MT  (+/- 180 meters Scaled)
 EV2947
 EV2947                          SUPERSEDED SURVEY CONTROL
 EV2947
 EV2947  NGVD 29 (??/??/92) 1097.748  (m)         3601.53   (f) ADJ UNCH    1 1
 EV2947
 EV2947.Superseded values are not recommended for survey control.
 EV2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2947.See file dsdata.txt to determine how the superseded data were derived.
 EV2947
 EV2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU497142(NAD 83)
 EV2947_MARKER: DD = SURVEY DISK
 EV2947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2947_SP_SET: REINFORCING ROD
 EV2947_STAMPING: 704-36 1968
 EV2947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2947
 EV2947  HISTORY     - Date     Condition        Report By
 EV2947  HISTORY     - 1968     MONUMENTED       CA-071
 EV2947  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV2947
 EV2947                          STATION DESCRIPTION
 EV2947
 EV2947'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2947'11.6 MI NE FROM PHELAN.
 EV2947'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE
 EV2947'5.85 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 625
 EV2947'FEET EAST OF MILE POST 448, 5.1 FEET SOUTHWEST OF A NAIL AND
 EV2947'FLASH IN RAILROAD TIE, 6.6 FEET SOUTHWEST OF THE SOUTHWEST
 EV2947'RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND 0.2 FEET
 EV2947'BELOW THE LEVEL OF THE GROUND.
 EV2947
 EV2947                          STATION RECOVERY (1978)
 EV2947
 EV2947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3216 ***********************************************************************
 EV3216  DESIGNATION -  704 37
 EV3216  PID         -  EV3216
 EV3216  STATE/COUNTY-  CA/SAN BERNARDINO
 EV3216  USGS QUAD   -  PHELAN (1996)
 EV3216
 EV3216                         *CURRENT SURVEY CONTROL
 EV3216  ___________________________________________________________________
 EV3216* NAD 83(1986)-  34 28 22.     (N)    117 33 23.     (W)     SCALED    
 EV3216* NAVD 88     -      1097.654  (meters)    3601.22   (feet)  READJUSTED
 EV3216  ___________________________________________________________________
 EV3216  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV3216  DYNAMIC HT  -        1096.290 (meters)    3596.74  (feet)  COMP
 EV3216  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 EV3216  OBS GRAVITY -     979,350.7   (mgal)                       GRAV_OBS
 EV3216
 EV3216  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3216
 EV3216.The horizontal coordinates were scaled from a topographic map and have
 EV3216.an estimated accuracy of +/- 6 seconds.
 EV3216
 EV3216.The orthometric height was determined by differential leveling
 EV3216.and adjusted in February 1993.
 EV3216.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3216.distribution rate of 0.0 thru 1.0 mm/km.
 EV3216.The height was derived from older observations constrained to new
 EV3216.heights in a crustal motion area.  The height is approximate in
 EV3216.relation to other heights in its vicinity.
 EV3216
 EV3216.The geoid height was determined by GEOID03.
 EV3216
 EV3216.The dynamic height is computed by dividing the NAVD 88
 EV3216.geopotential number by the normal gravity value computed on the
 EV3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3216.degrees latitude (g = 980.6199 gals.).
 EV3216
 EV3216.The modeled gravity was interpolated from observed gravity values.
 EV3216.The observed gravity was obtained from relative gravimeter ties
 EV3216.to the IGSN71 gravity network.
 EV3216
 EV3216;                    North         East    Units  Estimated Accuracy
 EV3216;SPC CA 5     -   608,000.    2,040,750.      MT  (+/- 180 meters Scaled)
 EV3216
 EV3216                          SUPERSEDED SURVEY CONTROL
 EV3216
 EV3216  NGVD 29 (??/??/92) 1096.734  (m)         3598.20   (f) ADJ UNCH    1 1
 EV3216
 EV3216.Superseded values are not recommended for survey control.
 EV3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3216.See file dsdata.txt to determine how the superseded data were derived.
 EV3216
 EV3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU489147(NAD 83)
 EV3216_MARKER: DD = SURVEY DISK
 EV3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV3216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV3216_STAMPING: 704-37 1968
 EV3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV3216+STABILITY: SURFACE MOTION
 EV3216
 EV3216  HISTORY     - Date     Condition        Report By
 EV3216  HISTORY     - 1968     MONUMENTED       CA-071
 EV3216  HISTORY     - 1978     GOOD             NGS
 EV3216
 EV3216                          STATION DESCRIPTION
 EV3216
 EV3216'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV3216'12.4 MI NE FROM PHELAN.
 EV3216'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM OHELAN, THENCE 6.6
 EV3216'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 23 FEET
 EV3216'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 46.2 FEET NORTHEAST
 EV3216'OF THE NORTHEAST RAIL, ABOUT 0.45 MILE WEST OF MILE POST 448,
 EV3216'ABOUT 3.8 FEET BELOW THE LEVEL OF THE TRACKS, 3 FEET NORTH OF
 EV3216'A WHITE WITNESS POST, ABOUT 0.1 MILE WEST OF THE JOHNSON ROAD
 EV3216'CROSSING, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EV3216'ABOUT 1/2 FOOT.
 EV3216
 EV3216                          STATION RECOVERY (1978)
 EV3216
 EV3216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2939 ***********************************************************************
 EV2939  DESIGNATION -  704 38
 EV2939  PID         -  EV2939
 EV2939  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2939  USGS QUAD   -  PHELAN (1996)
 EV2939
 EV2939                         *CURRENT SURVEY CONTROL
 EV2939  ___________________________________________________________________
 EV2939* NAD 83(1986)-  34 28 34.     (N)    117 33 55.     (W)     SCALED    
 EV2939* NAVD 88     -      1095.450  (meters)    3593.99   (feet)  READJUSTED
 EV2939  ___________________________________________________________________
 EV2939  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2939  DYNAMIC HT  -        1094.090 (meters)    3589.53  (feet)  COMP
 EV2939  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 EV2939
 EV2939  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2939
 EV2939.The horizontal coordinates were scaled from a topographic map and have
 EV2939.an estimated accuracy of +/- 6 seconds.
 EV2939
 EV2939.The orthometric height was determined by differential leveling
 EV2939.and adjusted in February 1993.
 EV2939.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2939.distribution rate of 0.0 thru 1.0 mm/km.
 EV2939.The height was derived from older observations constrained to new
 EV2939.heights in a crustal motion area.  The height is approximate in
 EV2939.relation to other heights in its vicinity.
 EV2939
 EV2939.The geoid height was determined by GEOID03.
 EV2939
 EV2939.The dynamic height is computed by dividing the NAVD 88
 EV2939.geopotential number by the normal gravity value computed on the
 EV2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2939.degrees latitude (g = 980.6199 gals.).
 EV2939
 EV2939.The modeled gravity was interpolated from observed gravity values.
 EV2939
 EV2939;                    North         East    Units  Estimated Accuracy
 EV2939;SPC CA 5     -   608,360.    2,039,930.      MT  (+/- 180 meters Scaled)
 EV2939
 EV2939                          SUPERSEDED SURVEY CONTROL
 EV2939
 EV2939  NGVD 29 (??/??/92) 1094.530  (m)         3590.97   (f) ADJ UNCH    1 1
 EV2939
 EV2939.Superseded values are not recommended for survey control.
 EV2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2939.See file dsdata.txt to determine how the superseded data were derived.
 EV2939
 EV2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU480150(NAD 83)
 EV2939_MARKER: P = PIPE CAP
 EV2939_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2939_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2939_STAMPING: 704-38
 EV2939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2939
 EV2939  HISTORY     - Date     Condition        Report By
 EV2939  HISTORY     - UNK      MONUMENTED       CA-071
 EV2939  HISTORY     - 1968     GOOD             CA-071
 EV2939  HISTORY     - 1978     GOOD             NGS
 EV2939
 EV2939                          STATION DESCRIPTION
 EV2939
 EV2939'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2939'13 MI N FROM PHELAN.
 EV2939'ABOUT 5.8 MILES EAST ALONG PHELAN ROAD FROM PHELAN, THENCE
 EV2939'7.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 4.8
 EV2939'FEET SOUTHWEST OF MILE POST 447, 13.6 FEET SOUTHWEST OF A NAIL
 EV2939'AND FLASH IN A RAILROAD TIE, 15 FEET SOUTHWEST OF THE SOUTHWEST
 EV2939'RAIL, AND SET ABOUT 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
 EV2939
 EV2939                          STATION RECOVERY (1978)
 EV2939
 EV2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2939'ADD--4 FT. SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2941 ***********************************************************************
 EV2941  DESIGNATION -  704 39
 EV2941  PID         -  EV2941
 EV2941  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2941  USGS QUAD   -  PHELAN (1996)
 EV2941
 EV2941                         *CURRENT SURVEY CONTROL
 EV2941  ___________________________________________________________________
 EV2941* NAD 83(1986)-  34 28 48.     (N)    117 34 21.     (W)     SCALED    
 EV2941* NAVD 88     -      1090.494  (meters)    3577.73   (feet)  READJUSTED
 EV2941  ___________________________________________________________________
 EV2941  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2941  DYNAMIC HT  -        1089.140 (meters)    3573.29  (feet)  COMP
 EV2941  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 EV2941
 EV2941  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2941
 EV2941.The horizontal coordinates were scaled from a topographic map and have
 EV2941.an estimated accuracy of +/- 6 seconds.
 EV2941
 EV2941.The orthometric height was determined by differential leveling
 EV2941.and adjusted in February 1993.
 EV2941.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2941.distribution rate of 0.0 thru 1.0 mm/km.
 EV2941.The height was derived from older observations constrained to new
 EV2941.heights in a crustal motion area.  The height is approximate in
 EV2941.relation to other heights in its vicinity.
 EV2941
 EV2941.The geoid height was determined by GEOID03.
 EV2941
 EV2941.The dynamic height is computed by dividing the NAVD 88
 EV2941.geopotential number by the normal gravity value computed on the
 EV2941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2941.degrees latitude (g = 980.6199 gals.).
 EV2941
 EV2941.The modeled gravity was interpolated from observed gravity values.
 EV2941
 EV2941;                    North         East    Units  Estimated Accuracy
 EV2941;SPC CA 5     -   608,790.    2,039,270.      MT  (+/- 180 meters Scaled)
 EV2941
 EV2941                          SUPERSEDED SURVEY CONTROL
 EV2941
 EV2941  NGVD 29 (??/??/92) 1089.575  (m)         3574.71   (f) ADJ UNCH    1 1
 EV2941
 EV2941.Superseded values are not recommended for survey control.
 EV2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2941.See file dsdata.txt to determine how the superseded data were derived.
 EV2941
 EV2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU474155(NAD 83)
 EV2941_MARKER: DD = SURVEY DISK
 EV2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2941_STAMPING: 704-39
 EV2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2941+STABILITY: SURFACE MOTION
 EV2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV2941+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2005
 EV2941
 EV2941  HISTORY     - Date     Condition        Report By
 EV2941  HISTORY     - UNK      MONUMENTED       CA-071
 EV2941  HISTORY     - 1968     GOOD             CA-071
 EV2941  HISTORY     - 1978     GOOD             NGS
 EV2941  HISTORY     - 20051225 GOOD             GEOCAC
 EV2941
 EV2941                          STATION DESCRIPTION
 EV2941
 EV2941'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2941'3.4 MI N FROM PHELAN.
 EV2941'ABOUT 3.4 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN, 26.8
 EV2941'FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD
 EV2941'TRACK, 51.5 FEET EAST OF THE CENTER LINE OF SHEEP CREEK ROAD,
 EV2941'22 FEET EAST OF A 24-INCH DRAINAGE PIPE, 5 FEET NORTH AND 3.4
 EV2941'FEET EAST OF A POWER POLE, ABOUT 6.1 FEET BELOW THE LEVEL OF
 EV2941'THE TRACKS, 2 FEET SOUTH OF A WHITE WITNESS POST AND SET IN THE
 EV2941'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT.
 EV2941
 EV2941                          STATION RECOVERY (1978)
 EV2941
 EV2941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2941'RECOVERED IN GOOD CONDITION.
 EV2941
 EV2941                          STATION RECOVERY (2005)
 EV2941
 EV2941'RECOVERY NOTE BY GEOCACHING 2005 (LHG)
 EV2941'ADD - WITNESS POST WAS NOT OBSERVED AND TOP OF SURVEY DISK IS ABOUT
 EV2941'1.5 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2107 ***********************************************************************
 EV2107  DESIGNATION -  704 4
 EV2107  PID         -  EV2107
 EV2107  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2107  USGS QUAD   -  CAJON (1996)
 EV2107
 EV2107                         *CURRENT SURVEY CONTROL
 EV2107  ___________________________________________________________________
 EV2107* NAD 83(1986)-  34 20 36.     (N)    117 24 06.     (W)     SCALED    
 EV2107* NAVD 88     -      1175.287  (meters)    3855.92   (feet)  READJUSTED
 EV2107  ___________________________________________________________________
 EV2107  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2107  DYNAMIC HT  -        1173.800 (meters)    3851.04  (feet)  COMP
 EV2107  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 EV2107  OBS GRAVITY -     979,329.4   (mgal)                       GRAV_OBS
 EV2107
 EV2107  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2107
 EV2107.The horizontal coordinates were scaled from a topographic map and have
 EV2107.an estimated accuracy of +/- 6 seconds.
 EV2107
 EV2107.The orthometric height was determined by differential leveling
 EV2107.and adjusted in February 1993.
 EV2107.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2107.distribution rate of 0.0 thru 1.0 mm/km.
 EV2107.The height was derived from older observations constrained to new
 EV2107.heights in a crustal motion area.  The height is approximate in
 EV2107.relation to other heights in its vicinity.
 EV2107
 EV2107.The geoid height was determined by GEOID03.
 EV2107
 EV2107.The dynamic height is computed by dividing the NAVD 88
 EV2107.geopotential number by the normal gravity value computed on the
 EV2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2107.degrees latitude (g = 980.6199 gals.).
 EV2107
 EV2107.The modeled gravity was interpolated from observed gravity values.
 EV2107.The observed gravity was obtained from relative gravimeter ties
 EV2107.to the IGSN71 gravity network.
 EV2107
 EV2107;                    North         East    Units  Estimated Accuracy
 EV2107;SPC CA 5     -   593,710.    2,055,050.      MT  (+/- 180 meters Scaled)
 EV2107
 EV2107                          SUPERSEDED SURVEY CONTROL
 EV2107
 EV2107  NGVD 29 (??/??/92) 1174.399  (m)         3853.01   (f) ADJ UNCH    1 1
 EV2107
 EV2107.Superseded values are not recommended for survey control.
 EV2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2107.See file dsdata.txt to determine how the superseded data were derived.
 EV2107
 EV2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU630002(NAD 83)
 EV2107_MARKER: DD = SURVEY DISK
 EV2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2107_STAMPING: 704-4 1968
 EV2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2107+STABILITY: SURFACE MOTION
 EV2107
 EV2107  HISTORY     - Date     Condition        Report By
 EV2107  HISTORY     - 1968     MONUMENTED       CA-071
 EV2107  HISTORY     - 1978     GOOD             NGS
 EV2107
 EV2107                          STATION DESCRIPTION
 EV2107
 EV2107'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2107'1.8 MI NE FROM SUMMIT VALLEY.
 EV2107'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2107'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 82 FEET SOUTHWEST OF THE
 EV2107'SOUTHWEST RAIL, 105 FEET SOUTHWEST OF MILE POST 462 AND THE
 EV2107'EXTENSION OF THE NORTH FILL, SET IN THE TOP OF A CONCRETE POST
 EV2107'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND, ABOUT 3.5 FEET
 EV2107'ABOVE THE LEVEL OF THE TRACKS AND 3 FEET NORTH OF A WHITE
 EV2107'WITNESS POST.
 EV2107
 EV2107                          STATION RECOVERY (1978)
 EV2107
 EV2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2942 ***********************************************************************
 EV2942  DESIGNATION -  704 40
 EV2942  PID         -  EV2942
 EV2942  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2942  USGS QUAD   -  PHELAN (1996)
 EV2942
 EV2942                         *CURRENT SURVEY CONTROL
 EV2942  ___________________________________________________________________
 EV2942* NAD 83(1986)-  34 29 18.     (N)    117 34 22.     (W)     SCALED    
 EV2942* NAVD 88     -      1070.789  (meters)    3513.08   (feet)  READJUSTED
 EV2942  ___________________________________________________________________
 EV2942  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2942  DYNAMIC HT  -        1069.460 (meters)    3508.72  (feet)  COMP
 EV2942  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 EV2942
 EV2942  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2942
 EV2942.The horizontal coordinates were scaled from a topographic map and have
 EV2942.an estimated accuracy of +/- 6 seconds.
 EV2942
 EV2942.The orthometric height was determined by differential leveling
 EV2942.and adjusted in February 1993.
 EV2942.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2942.distribution rate of 0.0 thru 1.0 mm/km.
 EV2942.The height was derived from older observations constrained to new
 EV2942.heights in a crustal motion area.  The height is approximate in
 EV2942.relation to other heights in its vicinity.
 EV2942
 EV2942.The geoid height was determined by GEOID03.
 EV2942
 EV2942.The dynamic height is computed by dividing the NAVD 88
 EV2942.geopotential number by the normal gravity value computed on the
 EV2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2942.degrees latitude (g = 980.6199 gals.).
 EV2942
 EV2942.The modeled gravity was interpolated from observed gravity values.
 EV2942
 EV2942;                    North         East    Units  Estimated Accuracy
 EV2942;SPC CA 5     -   609,710.    2,039,240.      MT  (+/- 180 meters Scaled)
 EV2942
 EV2942                          SUPERSEDED SURVEY CONTROL
 EV2942
 EV2942  NGVD 29 (??/??/92) 1069.871  (m)         3510.07   (f) ADJ UNCH    1 1
 EV2942
 EV2942.Superseded values are not recommended for survey control.
 EV2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2942.See file dsdata.txt to determine how the superseded data were derived.
 EV2942
 EV2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU474164(NAD 83)
 EV2942_MARKER: S = SPIKE
 EV2942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2942_SP_SET: POWER POLE
 EV2942_STAMPING: 704-40 1968
 EV2942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2942
 EV2942  HISTORY     - Date     Condition        Report By
 EV2942  HISTORY     - 1968     MONUMENTED       CA-071
 EV2942  HISTORY     - 1978     GOOD             NGS
 EV2942
 EV2942                          STATION DESCRIPTION
 EV2942
 EV2942'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2942'4 MI N FROM PHELAN.
 EV2942'ABOUT 4.05 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN,
 EV2942'ABOUT 0.6 MILE NORTH OF THE CROSSING OF THE SOUTHERN PACIFIC
 EV2942'RAILROAD, 6 POWER POLES NORTH OF THE RAILROAD TRACKS, 19 FEET
 EV2942'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE
 EV2942'LEVEL OF THE GROUND, A RAILROAD SPIKE SET IN POWER POLE 66079
 EV2942'(C.E.P.CO.).
 EV2942
 EV2942                          STATION RECOVERY (1978)
 EV2942
 EV2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2943 ***********************************************************************
 EV2943  DESIGNATION -  704 41
 EV2943  PID         -  EV2943
 EV2943  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2943  USGS QUAD   -  PHELAN (1996)
 EV2943
 EV2943                         *CURRENT SURVEY CONTROL
 EV2943  ___________________________________________________________________
 EV2943* NAD 83(1986)-  34 29 41.     (N)    117 34 23.     (W)     SCALED    
 EV2943* NAVD 88     -      1053.364  (meters)    3455.91   (feet)  READJUSTED
 EV2943  ___________________________________________________________________
 EV2943  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2943  DYNAMIC HT  -        1052.060 (meters)    3451.63  (feet)  COMP
 EV2943  MODELED GRAV-     979,362.0   (mgal)                       NAVD 88
 EV2943
 EV2943  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2943
 EV2943.The horizontal coordinates were scaled from a topographic map and have
 EV2943.an estimated accuracy of +/- 6 seconds.
 EV2943
 EV2943.The orthometric height was determined by differential leveling
 EV2943.and adjusted in February 1993.
 EV2943.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2943.distribution rate of 0.0 thru 1.0 mm/km.
 EV2943.The height was derived from older observations constrained to new
 EV2943.heights in a crustal motion area.  The height is approximate in
 EV2943.relation to other heights in its vicinity.
 EV2943
 EV2943.The geoid height was determined by GEOID03.
 EV2943
 EV2943.The dynamic height is computed by dividing the NAVD 88
 EV2943.geopotential number by the normal gravity value computed on the
 EV2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2943.degrees latitude (g = 980.6199 gals.).
 EV2943
 EV2943.The modeled gravity was interpolated from observed gravity values.
 EV2943
 EV2943;                    North         East    Units  Estimated Accuracy
 EV2943;SPC CA 5     -   610,420.    2,039,210.      MT  (+/- 180 meters Scaled)
 EV2943
 EV2943                          SUPERSEDED SURVEY CONTROL
 EV2943
 EV2943  NGVD 29 (??/??/92) 1052.447  (m)         3452.90   (f) ADJ UNCH    1 1
 EV2943
 EV2943.Superseded values are not recommended for survey control.
 EV2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2943.See file dsdata.txt to determine how the superseded data were derived.
 EV2943
 EV2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU473171(NAD 83)
 EV2943_MARKER: DD = SURVEY DISK
 EV2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2943_STAMPING: 704-41 1968
 EV2943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2943+STABILITY: SURFACE MOTION
 EV2943
 EV2943  HISTORY     - Date     Condition        Report By
 EV2943  HISTORY     - 1968     MONUMENTED       CA-071
 EV2943  HISTORY     - 1977     GOOD             NGS
 EV2943
 EV2943                          STATION DESCRIPTION
 EV2943
 EV2943'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2943'4.6 MI N FROM PHELAN.
 EV2943'ABOUT 4.6 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN, ABOUT
 EV2943'1.15 MILES NORTH OF THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD
 EV2943'TRACK, 19.9 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET
 EV2943'NORTHEAST OF POWER POLE 66084, 38 FEET NORTH AND 38 FEET EAST
 EV2943'OF A 4 BY 4-FOOT CONCRETE ISLAND WITH NAME SIGNS ON IT, 2 FEET
 EV2943'EAST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 EV2943'POST PROJECTING ABOUT 0.6 FOOT.
 EV2943
 EV2943                          STATION RECOVERY (1977)
 EV2943
 EV2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2940 ***********************************************************************
 EV2940  DESIGNATION -  704 42
 EV2940  PID         -  EV2940
 EV2940  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2940  USGS QUAD   -  SHADOW MOUNTAINS SE (1993)
 EV2940
 EV2940                         *CURRENT SURVEY CONTROL
 EV2940  ___________________________________________________________________
 EV2940* NAD 83(1986)-  34 30 03.     (N)    117 34 21.     (W)     SCALED    
 EV2940* NAVD 88     -      1042.333  (meters)    3419.72   (feet)  READJUSTED
 EV2940  ___________________________________________________________________
 EV2940  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2940  DYNAMIC HT  -        1041.050 (meters)    3415.51  (feet)  COMP
 EV2940  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 EV2940
 EV2940  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2940
 EV2940.The horizontal coordinates were scaled from a topographic map and have
 EV2940.an estimated accuracy of +/- 6 seconds.
 EV2940
 EV2940.The orthometric height was determined by differential leveling
 EV2940.and adjusted in February 1993.
 EV2940.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2940.distribution rate of 0.0 thru 1.0 mm/km.
 EV2940.The height was derived from older observations constrained to new
 EV2940.heights in a crustal motion area.  The height is approximate in
 EV2940.relation to other heights in its vicinity.
 EV2940
 EV2940.The geoid height was determined by GEOID03.
 EV2940
 EV2940.The dynamic height is computed by dividing the NAVD 88
 EV2940.geopotential number by the normal gravity value computed on the
 EV2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2940.degrees latitude (g = 980.6199 gals.).
 EV2940
 EV2940.The modeled gravity was interpolated from observed gravity values.
 EV2940
 EV2940;                    North         East    Units  Estimated Accuracy
 EV2940;SPC CA 5     -   611,100.    2,039,260.      MT  (+/- 180 meters Scaled)
 EV2940
 EV2940                          SUPERSEDED SURVEY CONTROL
 EV2940
 EV2940  NGVD 29 (??/??/92) 1041.397  (m)         3416.65   (f) ADJ UNCH    1 1
 EV2940
 EV2940.Superseded values are not recommended for survey control.
 EV2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2940.See file dsdata.txt to determine how the superseded data were derived.
 EV2940
 EV2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU474178(NAD 83)
 EV2940_MARKER: S = SPIKE
 EV2940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2940_SP_SET: POWER POLE
 EV2940_STAMPING: 704-42 1968
 EV2940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2940
 EV2940  HISTORY     - Date     Condition        Report By
 EV2940  HISTORY     - 1968     MONUMENTED       CA-071
 EV2940  HISTORY     - 1977     GOOD             NGS
 EV2940
 EV2940                          STATION DESCRIPTION
 EV2940
 EV2940'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2940'5 MI N FROM PHELAN.
 EV2940'ABOUT 4.95 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN, ABOUT
 EV2940'1.5 MILES NORTH OF THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD,
 EV2940'19 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2.2 FEET
 EV2940'ABOVE THE LEVEL OF THE ROAD, A RAILROAD SPIKE SET IN POWER
 EV2940'POLE 267901.
 EV2940
 EV2940                          STATION RECOVERY (1977)
 EV2940
 EV2940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2361 ***********************************************************************
 EV2361  DESIGNATION -  704 43
 EV2361  PID         -  EV2361
 EV2361  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2361  USGS QUAD   -  SHADOW MOUNTAINS SE (1993)
 EV2361
 EV2361                         *CURRENT SURVEY CONTROL
 EV2361  ___________________________________________________________________
 EV2361* NAD 83(1986)-  34 30 24.     (N)    117 34 41.     (W)     SCALED    
 EV2361* NAVD 88     -      1033.008  (meters)    3389.13   (feet)  READJUSTED
 EV2361  ___________________________________________________________________
 EV2361  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 EV2361  DYNAMIC HT  -        1031.730 (meters)    3384.93  (feet)  COMP
 EV2361  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 EV2361
 EV2361  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2361
 EV2361.The horizontal coordinates were scaled from a topographic map and have
 EV2361.an estimated accuracy of +/- 6 seconds.
 EV2361
 EV2361.The orthometric height was determined by differential leveling
 EV2361.and adjusted in February 1993.
 EV2361.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2361.distribution rate of 0.0 thru 1.0 mm/km.
 EV2361.The height was derived from older observations constrained to new
 EV2361.heights in a crustal motion area.  The height is approximate in
 EV2361.relation to other heights in its vicinity.
 EV2361
 EV2361.The geoid height was determined by GEOID03.
 EV2361
 EV2361.The dynamic height is computed by dividing the NAVD 88
 EV2361.geopotential number by the normal gravity value computed on the
 EV2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2361.degrees latitude (g = 980.6199 gals.).
 EV2361
 EV2361.The modeled gravity was interpolated from observed gravity values.
 EV2361
 EV2361;                    North         East    Units  Estimated Accuracy
 EV2361;SPC CA 5     -   611,750.    2,038,750.      MT  (+/- 180 meters Scaled)
 EV2361
 EV2361                          SUPERSEDED SURVEY CONTROL
 EV2361
 EV2361  NGVD 29 (??/??/92) 1032.091  (m)         3386.12   (f) ADJ UNCH    1 1
 EV2361
 EV2361.Superseded values are not recommended for survey control.
 EV2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2361.See file dsdata.txt to determine how the superseded data were derived.
 EV2361
 EV2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU469184(NAD 83)
 EV2361_MARKER: P = PIPE CAP
 EV2361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2361_STAMPING: 704-43 1968
 EV2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2361
 EV2361  HISTORY     - Date     Condition        Report By
 EV2361  HISTORY     - 1968     MONUMENTED       CA-071
 EV2361  HISTORY     - 1977     GOOD             NGS
 EV2361
 EV2361                          STATION DESCRIPTION
 EV2361
 EV2361'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2361'5.5 MI N FROM PHELAN.
 EV2361'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN,
 EV2361'THENCE 0.15 MILE WEST ALONG THE PEARBLOSSOM HIGHWAY, 61.5 FEET
 EV2361'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 EV2361'HIGHWAY, 1-INCH IRON PIPE WITH A COUNTY SURVEY TAG ATTACHED.
 EV2361
 EV2361                          STATION RECOVERY (1977)
 EV2361
 EV2361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2361'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2367 ***********************************************************************
 EV2367  DESIGNATION -  704 44
 EV2367  PID         -  EV2367
 EV2367  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2367  USGS QUAD   -  SHADOW MOUNTAINS SE (1993)
 EV2367
 EV2367                         *CURRENT SURVEY CONTROL
 EV2367  ___________________________________________________________________
 EV2367* NAD 83(1986)-  34 30 22.     (N)    117 35 42.     (W)     SCALED    
 EV2367* NAVD 88     -      1040.428  (meters)    3413.47   (feet)  READJUSTED
 EV2367  ___________________________________________________________________
 EV2367  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2367  DYNAMIC HT  -        1039.150 (meters)    3409.28  (feet)  COMP
 EV2367  MODELED GRAV-     979,366.7   (mgal)                       NAVD 88
 EV2367
 EV2367  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2367
 EV2367.The horizontal coordinates were scaled from a topographic map and have
 EV2367.an estimated accuracy of +/- 6 seconds.
 EV2367
 EV2367.The orthometric height was determined by differential leveling
 EV2367.and adjusted in February 1993.
 EV2367.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2367.distribution rate of 0.0 thru 1.0 mm/km.
 EV2367.The height was derived from older observations constrained to new
 EV2367.heights in a crustal motion area.  The height is approximate in
 EV2367.relation to other heights in its vicinity.
 EV2367
 EV2367.The geoid height was determined by GEOID03.
 EV2367
 EV2367.The dynamic height is computed by dividing the NAVD 88
 EV2367.geopotential number by the normal gravity value computed on the
 EV2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2367.degrees latitude (g = 980.6199 gals.).
 EV2367
 EV2367.The modeled gravity was interpolated from observed gravity values.
 EV2367
 EV2367;                    North         East    Units  Estimated Accuracy
 EV2367;SPC CA 5     -   611,680.    2,037,190.      MT  (+/- 180 meters Scaled)
 EV2367
 EV2367                          SUPERSEDED SURVEY CONTROL
 EV2367
 EV2367  NGVD 29 (??/??/92) 1039.509  (m)         3410.46   (f) ADJ UNCH    1 1
 EV2367
 EV2367.Superseded values are not recommended for survey control.
 EV2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2367.See file dsdata.txt to determine how the superseded data were derived.
 EV2367
 EV2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU453184(NAD 83)
 EV2367_MARKER: P = PIPE CAP
 EV2367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2367_STAMPING: 704-44 1968
 EV2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2367
 EV2367  HISTORY     - Date     Condition        Report By
 EV2367  HISTORY     - 1968     MONUMENTED       CA-071
 EV2367  HISTORY     - 1977     GOOD             NGS
 EV2367
 EV2367                          STATION DESCRIPTION
 EV2367
 EV2367'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2367'6.6 MI NW FROM PHELAN.
 EV2367'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN,
 EV2367'THENCE 1.2 MILE WEST ALONG PEARLBLOSSOM HIGHWAY, 61.3 FEET
 EV2367'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.2 FEET ABOVE
 EV2367'THE LEVEL OF THE HIGHWAY, A 1-INCH IRON PIPE WITH A COUNTY
 EV2367'SURVEY TAG ATTACHED.
 EV2367
 EV2367                          STATION RECOVERY (1977)
 EV2367
 EV2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2367'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2368 ***********************************************************************
 EV2368  DESIGNATION -  704 45
 EV2368  PID         -  EV2368
 EV2368  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2368  USGS QUAD   -  SHADOW MOUNTAINS SE (1993)
 EV2368
 EV2368                         *CURRENT SURVEY CONTROL
 EV2368  ___________________________________________________________________
 EV2368* NAD 83(1986)-  34 30 24.     (N)    117 35 59.     (W)     SCALED    
 EV2368* NAVD 88     -      1040.162  (meters)    3412.60   (feet)  READJUSTED
 EV2368  ___________________________________________________________________
 EV2368  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EV2368  DYNAMIC HT  -        1038.880 (meters)    3408.39  (feet)  COMP
 EV2368  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 EV2368
 EV2368  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2368
 EV2368.The horizontal coordinates were scaled from a topographic map and have
 EV2368.an estimated accuracy of +/- 6 seconds.
 EV2368
 EV2368.The orthometric height was determined by differential leveling
 EV2368.and adjusted in February 1993.
 EV2368.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2368.distribution rate of 0.0 thru 1.0 mm/km.
 EV2368.The height was derived from older observations constrained to new
 EV2368.heights in a crustal motion area.  The height is approximate in
 EV2368.relation to other heights in its vicinity.
 EV2368
 EV2368.The geoid height was determined by GEOID03.
 EV2368
 EV2368.The dynamic height is computed by dividing the NAVD 88
 EV2368.geopotential number by the normal gravity value computed on the
 EV2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2368.degrees latitude (g = 980.6199 gals.).
 EV2368
 EV2368.The modeled gravity was interpolated from observed gravity values.
 EV2368
 EV2368;                    North         East    Units  Estimated Accuracy
 EV2368;SPC CA 5     -   611,740.    2,036,760.      MT  (+/- 180 meters Scaled)
 EV2368
 EV2368                          SUPERSEDED SURVEY CONTROL
 EV2368
 EV2368  NGVD 29 (??/??/92) 1039.243  (m)         3409.58   (f) ADJ UNCH    1 1
 EV2368
 EV2368.Superseded values are not recommended for survey control.
 EV2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2368.See file dsdata.txt to determine how the superseded data were derived.
 EV2368
 EV2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU449185(NAD 83)
 EV2368_MARKER: DD = SURVEY DISK
 EV2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2368_STAMPING: 704-45 1968
 EV2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2368+STABILITY: SURFACE MOTION
 EV2368
 EV2368  HISTORY     - Date     Condition        Report By
 EV2368  HISTORY     - 1968     MONUMENTED       CA-071
 EV2368  HISTORY     - 1977     GOOD             NGS
 EV2368
 EV2368                          STATION DESCRIPTION
 EV2368
 EV2368'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2368'6.8 MI NW FROM PHELAN.
 EV2368'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN, THENCE
 EV2368'1.45 MILE WEST ALONG PEARLBLOSSOM HIGHWAY, 35.4 FEET NORTH OF
 EV2368'THE CENTER LINE OF THE HIGHWAY, ABOUT 2.6 FEET ABOVE THE LEVEL
 EV2368'OF THE HIGHWAY, 5 FEET NORTHEAST OF A WHITE WITNESS POST, 200
 EV2368'FEET EAST OF A FLOWLINE WASH RUNNING NORTH AND SOUTH, SET IN
 EV2368'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT.
 EV2368
 EV2368                          STATION RECOVERY (1977)
 EV2368
 EV2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2368'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2370 ***********************************************************************
 EV2370  DESIGNATION -  704 46
 EV2370  PID         -  EV2370
 EV2370  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2370  USGS QUAD   -  SHADOW MOUNTAINS SE (1993)
 EV2370
 EV2370                         *CURRENT SURVEY CONTROL
 EV2370  ___________________________________________________________________
 EV2370* NAD 83(1986)-  34 30 21.     (N)    117 36 51.     (W)     SCALED    
 EV2370* NAVD 88     -      1033.58   (+/-2cm)    3391.0    (feet)  VERTCON   
 EV2370  ___________________________________________________________________
 EV2370  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2370  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2370
 EV2370.The horizontal coordinates were scaled from a topographic map and have
 EV2370.an estimated accuracy of +/- 6 seconds.
 EV2370
 EV2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2370.The vertical order pertains to the NGVD 29 superseded value.
 EV2370
 EV2370.The geoid height was determined by GEOID03.
 EV2370
 EV2370;                    North         East    Units  Estimated Accuracy
 EV2370;SPC CA 5     -   611,640.    2,035,430.      MT  (+/- 180 meters Scaled)
 EV2370
 EV2370                          SUPERSEDED SURVEY CONTROL
 EV2370
 EV2370  NGVD 29 (??/??/92) 1032.660  (m)         3387.99   (f) ADJ UNCH    1 1
 EV2370
 EV2370.Superseded values are not recommended for survey control.
 EV2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2370.See file dsdata.txt to determine how the superseded data were derived.
 EV2370
 EV2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU436184(NAD 83)
 EV2370_MARKER: P = PIPE CAP
 EV2370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2370_STAMPING: 704-46 1968
 EV2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2370
 EV2370  HISTORY     - Date     Condition        Report By
 EV2370  HISTORY     - 1968     MONUMENTED       CA-071
 EV2370
 EV2370                          STATION DESCRIPTION
 EV2370
 EV2370'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2370'7.6 MI NW FROM PHELAN.
 EV2370'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN,
 EV2370'THENCE 2.3 MILES WEST ALONG PEARLBLOSSOM HIGHWAY, 64 FEET SOUTH
 EV2370'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE EAST OF A
 EV2370'CURVE IN THE HIGHWAY, A 1-INCH PIPE WITH A COUNTY SURVEY TAG
 EV2370'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2371 ***********************************************************************
 EV2371  DESIGNATION -  704 47
 EV2371  PID         -  EV2371
 EV2371  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2371  USGS QUAD   -  SHADOW MOUNTAINS SE (1993)
 EV2371
 EV2371                         *CURRENT SURVEY CONTROL
 EV2371  ___________________________________________________________________
 EV2371* NAD 83(1986)-  34 30 18.     (N)    117 37 15.     (W)     SCALED    
 EV2371* NAVD 88     -      1034.944  (meters)    3395.48   (feet)  READJUSTED
 EV2371  ___________________________________________________________________
 EV2371  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2371  DYNAMIC HT  -        1033.670 (meters)    3391.30  (feet)  COMP
 EV2371  MODELED GRAV-     979,371.5   (mgal)                       NAVD 88
 EV2371
 EV2371  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2371
 EV2371.The horizontal coordinates were scaled from a topographic map and have
 EV2371.an estimated accuracy of +/- 6 seconds.
 EV2371
 EV2371.The orthometric height was determined by differential leveling
 EV2371.and adjusted in February 1993.
 EV2371.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2371.distribution rate of 0.0 thru 1.0 mm/km.
 EV2371.The height was derived from older observations constrained to new
 EV2371.heights in a crustal motion area.  The height is approximate in
 EV2371.relation to other heights in its vicinity.
 EV2371
 EV2371.The geoid height was determined by GEOID03.
 EV2371
 EV2371.The dynamic height is computed by dividing the NAVD 88
 EV2371.geopotential number by the normal gravity value computed on the
 EV2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2371.degrees latitude (g = 980.6199 gals.).
 EV2371
 EV2371.The modeled gravity was interpolated from observed gravity values.
 EV2371
 EV2371;                    North         East    Units  Estimated Accuracy
 EV2371;SPC CA 5     -   611,550.    2,034,820.      MT  (+/- 180 meters Scaled)
 EV2371
 EV2371                          SUPERSEDED SURVEY CONTROL
 EV2371
 EV2371  NGVD 29 (??/??/92) 1034.025  (m)         3392.46   (f) ADJ UNCH    1 1
 EV2371
 EV2371.Superseded values are not recommended for survey control.
 EV2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2371.See file dsdata.txt to determine how the superseded data were derived.
 EV2371
 EV2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU430183(NAD 83)
 EV2371_MARKER: DD = SURVEY DISK
 EV2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2371_STAMPING: 704-47 1968
 EV2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2371+STABILITY: SURFACE MOTION
 EV2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2371+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 EV2371
 EV2371  HISTORY     - Date     Condition        Report By
 EV2371  HISTORY     - 1968     MONUMENTED       CA-071
 EV2371  HISTORY     - 1977     GOOD             NGS
 EV2371  HISTORY     - 20030608 GOOD             GIRL
 EV2371
 EV2371                          STATION DESCRIPTION
 EV2371
 EV2371'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2371'8 MI NW FROM PHELAN.
 EV2371'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN,
 EV2371'THENCE 2.7 MILES WEST ALONG THE PEARLBLOSSOM HIGHWAY, 35.4 FEET
 EV2371'NORTHWEST OF THE CENTER LINE OF HIGHWAY, ABOUT LEVEL WITH THE
 EV2371'ROAD, ABOUT 0.3 MILE SOUTHWEST OF A CURVE IN THE ROAD TO THE
 EV2371'EAST, 3.5 FEET EAST OF A WHITE WITNESS POST, AND SET IN THE
 EV2371'TOP OF A CONCRETE POST.
 EV2371
 EV2371                          STATION RECOVERY (1977)
 EV2371
 EV2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2371'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
 EV2371
 EV2371                          STATION RECOVERY (2003)
 EV2371
 EV2371'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2003 (AA)
 EV2371'FOUND IN GOOD CONDITION. PHOTO'S AT WWW.GEOCACHING.COM/MARK/
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2573 ***********************************************************************
 EV2573  DESIGNATION -  704 48
 EV2573  PID         -  EV2573
 EV2573  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2573  USGS QUAD   -  MESCAL CREEK (1995)
 EV2573
 EV2573                         *CURRENT SURVEY CONTROL
 EV2573  ___________________________________________________________________
 EV2573* NAD 83(1986)-  34 29 53.     (N)    117 38 09.     (W)     SCALED    
 EV2573* NAVD 88     -      1041.434  (meters)    3416.77   (feet)  READJUSTED
 EV2573  ___________________________________________________________________
 EV2573  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EV2573  DYNAMIC HT  -        1040.150 (meters)    3412.56  (feet)  COMP
 EV2573  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 EV2573
 EV2573  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2573
 EV2573.The horizontal coordinates were scaled from a topographic map and have
 EV2573.an estimated accuracy of +/- 6 seconds.
 EV2573
 EV2573.The orthometric height was determined by differential leveling
 EV2573.and adjusted in February 1993.
 EV2573.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2573.distribution rate of 0.0 thru 1.0 mm/km.
 EV2573.The height was derived from older observations constrained to new
 EV2573.heights in a crustal motion area.  The height is approximate in
 EV2573.relation to other heights in its vicinity.
 EV2573
 EV2573.The geoid height was determined by GEOID03.
 EV2573
 EV2573.The dynamic height is computed by dividing the NAVD 88
 EV2573.geopotential number by the normal gravity value computed on the
 EV2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2573.degrees latitude (g = 980.6199 gals.).
 EV2573
 EV2573.The modeled gravity was interpolated from observed gravity values.
 EV2573
 EV2573;                    North         East    Units  Estimated Accuracy
 EV2573;SPC CA 5     -   610,770.    2,033,440.      MT  (+/- 180 meters Scaled)
 EV2573
 EV2573                          SUPERSEDED SURVEY CONTROL
 EV2573
 EV2573  NGVD 29 (??/??/92) 1040.512  (m)         3413.75   (f) ADJ UNCH    1 1
 EV2573
 EV2573.Superseded values are not recommended for survey control.
 EV2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2573.See file dsdata.txt to determine how the superseded data were derived.
 EV2573
 EV2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU416175(NAD 83)
 EV2573_MARKER: DD = SURVEY DISK
 EV2573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2573_SP_SET: CONCRETE BASE
 EV2573_STAMPING: 704-48 1968
 EV2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2573+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2005
 EV2573
 EV2573  HISTORY     - Date     Condition        Report By
 EV2573  HISTORY     - 1968     MONUMENTED       CA-071
 EV2573  HISTORY     - 1977     GOOD             NGS
 EV2573  HISTORY     - 20051225 GOOD             GEOCAC
 EV2573
 EV2573                          STATION DESCRIPTION
 EV2573
 EV2573'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2573'9 MI NW FROM PHELAN.
 EV2573'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN, THENCE
 EV2573'3.7 MILES WEST ALONG PEARLBLOSSOM HIGHWAY, AT A CURVE IN THE
 EV2573'HIGHWAY, 273.8 FEET SOUTHEAST OF THE NORTHEAST-SOUTHWEST PORTION
 EV2573'OF THE HIGHWAY AND IN A LINE WITH THE EXTENSION OF THE EAST-WEST
 EV2573'PORTION OF THE HIGHWAY, SET IN THE TOP OF THE CONCRETE BASE OF THE
 EV2573'NORTHWEST LEG OF TOWER NUMBER 28-3, ABOUT 1.3 FEET ABOVE THE
 EV2573'LEVEL OF THE GROUND, 101.5 FEET NORTH-NORTHEAST OF THE CENTER LINE
 EV2573'OF A DIRT ROAD, 60 FEET SOUTHEAST OF FENCE LINE.
 EV2573
 EV2573                          STATION RECOVERY (1977)
 EV2573
 EV2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2573'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
 EV2573
 EV2573                          STATION RECOVERY (2005)
 EV2573
 EV2573'RECOVERY NOTE BY GEOCACHING 2005 (LHG)
 EV2573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2938 ***********************************************************************
 EV2938  DESIGNATION -  704 49
 EV2938  PID         -  EV2938
 EV2938  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2938  USGS QUAD   -  MESCAL CREEK (1995)
 EV2938
 EV2938                         *CURRENT SURVEY CONTROL
 EV2938  ___________________________________________________________________
 EV2938* NAD 83(1986)-  34 29 55.     (N)    117 39 04.     (W)     SCALED    
 EV2938* NAVD 88     -      1032.046  (meters)    3385.97   (feet)  READJUSTED
 EV2938  ___________________________________________________________________
 EV2938  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV2938  DYNAMIC HT  -        1030.780 (meters)    3381.82  (feet)  COMP
 EV2938  MODELED GRAV-     979,370.5   (mgal)                       NAVD 88
 EV2938
 EV2938  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2938
 EV2938.The horizontal coordinates were scaled from a topographic map and have
 EV2938.an estimated accuracy of +/- 6 seconds.
 EV2938
 EV2938.The orthometric height was determined by differential leveling
 EV2938.and adjusted in February 1993.
 EV2938.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2938.distribution rate of 0.0 thru 1.0 mm/km.
 EV2938.The height was derived from older observations constrained to new
 EV2938.heights in a crustal motion area.  The height is approximate in
 EV2938.relation to other heights in its vicinity.
 EV2938
 EV2938.The geoid height was determined by GEOID03.
 EV2938
 EV2938.The dynamic height is computed by dividing the NAVD 88
 EV2938.geopotential number by the normal gravity value computed on the
 EV2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2938.degrees latitude (g = 980.6199 gals.).
 EV2938
 EV2938.The modeled gravity was interpolated from observed gravity values.
 EV2938
 EV2938;                    North         East    Units  Estimated Accuracy
 EV2938;SPC CA 5     -   610,830.    2,032,040.      MT  (+/- 180 meters Scaled)
 EV2938
 EV2938                          SUPERSEDED SURVEY CONTROL
 EV2938
 EV2938  NGVD 29 (??/??/92) 1031.122  (m)         3382.94   (f) ADJ UNCH    1 1
 EV2938
 EV2938.Superseded values are not recommended for survey control.
 EV2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2938.See file dsdata.txt to determine how the superseded data were derived.
 EV2938
 EV2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU402176(NAD 83)
 EV2938_MARKER: P = PIPE CAP
 EV2938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2938_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2938_STAMPING: 704-49 1968
 EV2938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2938
 EV2938  HISTORY     - Date     Condition        Report By
 EV2938  HISTORY     - 1968     MONUMENTED       CA-071
 EV2938  HISTORY     - 1977     GOOD             NGS
 EV2938
 EV2938                          STATION DESCRIPTION
 EV2938
 EV2938'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2938'10 MI NW FROM PHELAN.
 EV2938'ABOUT 5.35 MILES NORTH ALONG SHEEP CREEK ROAD FROM PHELAN, THENCE
 EV2938'4.65 MILES WEST ALONG PEARLBLOSSOM HIGHWAY, 58.7 FEET SOUTHEAST
 EV2938'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL
 EV2938'OF THE HIGHWAY, A 1-INCH IRON PIPE WITH A COUNTY SURVEY TAG
 EV2938'ATTACHED.
 EV2938
 EV2938                          STATION RECOVERY (1977)
 EV2938
 EV2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2938'ADD- PALMDALE ROAD IS NOW STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2113 ***********************************************************************
 EV2113  DESIGNATION -  704 5
 EV2113  PID         -  EV2113
 EV2113  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2113  USGS QUAD   -  CAJON (1996)
 EV2113
 EV2113                         *CURRENT SURVEY CONTROL
 EV2113  ___________________________________________________________________
 EV2113* NAD 83(1986)-  34 20 54.     (N)    117 23 43.     (W)     SCALED    
 EV2113* NAVD 88     -      1174.09   (+/-2cm)    3852.0    (feet)  VERTCON   
 EV2113  ___________________________________________________________________
 EV2113  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 EV2113  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2113
 EV2113.The horizontal coordinates were scaled from a topographic map and have
 EV2113.an estimated accuracy of +/- 6 seconds.
 EV2113
 EV2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2113.The vertical order pertains to the NGVD 29 superseded value.
 EV2113
 EV2113.The geoid height was determined by GEOID03.
 EV2113
 EV2113;                    North         East    Units  Estimated Accuracy
 EV2113;SPC CA 5     -   594,270.    2,055,640.      MT  (+/- 180 meters Scaled)
 EV2113
 EV2113                          SUPERSEDED SURVEY CONTROL
 EV2113
 EV2113  NGVD 29 (??/??/92) 1173.197  (m)         3849.06   (f) ADJ UNCH    1 1
 EV2113
 EV2113.Superseded values are not recommended for survey control.
 EV2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2113.See file dsdata.txt to determine how the superseded data were derived.
 EV2113
 EV2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU636008(NAD 83)
 EV2113_MARKER: P = PIPE CAP
 EV2113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2113_STAMPING: 704-5 1968
 EV2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2113
 EV2113  HISTORY     - Date     Condition        Report By
 EV2113  HISTORY     - 1968     MONUMENTED       CA-071
 EV2113  HISTORY     - 1978     GOOD             NGS
 EV2113
 EV2113                          STATION DESCRIPTION
 EV2113
 EV2113'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2113'2.2 MI NE FROM SUMMIT VALLEY.
 EV2113'ABOUT 2.25 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2113'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 19.8 FEET SOUTHEAST OF
 EV2113'THE SOUTHEAST RAIL, 2.2 FEET BELOW THE LEVEL OF THE TRACKS,
 EV2113'9.5 FEET WEST OF THE WEST TOE OF A BANK.
 EV2113
 EV2113                          STATION RECOVERY (1978)
 EV2113
 EV2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2115 ***********************************************************************
 EV2115  DESIGNATION -  704 6
 EV2115  PID         -  EV2115
 EV2115  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2115  USGS QUAD   -  CAJON (1996)
 EV2115
 EV2115                         *CURRENT SURVEY CONTROL
 EV2115  ___________________________________________________________________
 EV2115* NAD 83(1986)-  34 21 10.     (N)    117 23 19.     (W)     SCALED    
 EV2115* NAVD 88     -      1172.932  (meters)    3848.19   (feet)  READJUSTED
 EV2115  ___________________________________________________________________
 EV2115  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2115  DYNAMIC HT  -        1171.450 (meters)    3843.33  (feet)  COMP
 EV2115  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 EV2115
 EV2115  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2115
 EV2115.The horizontal coordinates were scaled from a topographic map and have
 EV2115.an estimated accuracy of +/- 6 seconds.
 EV2115
 EV2115.The orthometric height was determined by differential leveling
 EV2115.and adjusted in February 1993.
 EV2115.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2115.distribution rate of 0.0 thru 1.0 mm/km.
 EV2115.The height was derived from older observations constrained to new
 EV2115.heights in a crustal motion area.  The height is approximate in
 EV2115.relation to other heights in its vicinity.
 EV2115
 EV2115.The geoid height was determined by GEOID03.
 EV2115
 EV2115.The dynamic height is computed by dividing the NAVD 88
 EV2115.geopotential number by the normal gravity value computed on the
 EV2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2115.degrees latitude (g = 980.6199 gals.).
 EV2115
 EV2115.The modeled gravity was interpolated from observed gravity values.
 EV2115
 EV2115;                    North         East    Units  Estimated Accuracy
 EV2115;SPC CA 5     -   594,770.    2,056,250.      MT  (+/- 180 meters Scaled)
 EV2115
 EV2115                          SUPERSEDED SURVEY CONTROL
 EV2115
 EV2115  NGVD 29 (??/??/92) 1172.042  (m)         3845.27   (f) ADJ UNCH    1 1
 EV2115
 EV2115.Superseded values are not recommended for survey control.
 EV2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2115.See file dsdata.txt to determine how the superseded data were derived.
 EV2115
 EV2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU642013(NAD 83)
 EV2115_MARKER: DD = SURVEY DISK
 EV2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2115_STAMPING: 704-6 1968
 EV2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2115+STABILITY: SURFACE MOTION
 EV2115
 EV2115  HISTORY     - Date     Condition        Report By
 EV2115  HISTORY     - 1968     MONUMENTED       CA-071
 EV2115  HISTORY     - 1978     GOOD             NGS
 EV2115
 EV2115                          STATION DESCRIPTION
 EV2115
 EV2115'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2115'2.8 MI NE FROM SUMMIT VALLEY.
 EV2115'ABOUT 2.85 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2115'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 56 FEET NORTHWEST OF
 EV2115'MILE POST 461, 72.6 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN
 EV2115'THE TOP OF A CONCRETE POST AT THE TOE OF A HILL AND THE NORTHWEST
 EV2115'SIDE OF A LITTLE WASH, 2 FEET BELOW THE LEVEL OF THE TRACKS,
 EV2115'0.6 FOOT ABOVE THE LEVEL OF THE GROUND, 3 FEET WEST OF A WHITE
 EV2115'WITNESS POST.
 EV2115
 EV2115                          STATION RECOVERY (1978)
 EV2115
 EV2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2118 ***********************************************************************
 EV2118  DESIGNATION -  704 7
 EV2118  PID         -  EV2118
 EV2118  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2118  USGS QUAD   -  CAJON (1996)
 EV2118
 EV2118                         *CURRENT SURVEY CONTROL
 EV2118  ___________________________________________________________________
 EV2118* NAD 83(1986)-  34 21 29.     (N)    117 23 07.     (W)     SCALED    
 EV2118* NAVD 88     -      1175.17   (+/-2cm)    3855.5    (feet)  VERTCON   
 EV2118  ___________________________________________________________________
 EV2118  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2118  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV2118
 EV2118.The horizontal coordinates were scaled from a topographic map and have
 EV2118.an estimated accuracy of +/- 6 seconds.
 EV2118
 EV2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2118.The vertical order pertains to the NGVD 29 superseded value.
 EV2118
 EV2118.The geoid height was determined by GEOID03.
 EV2118
 EV2118;                    North         East    Units  Estimated Accuracy
 EV2118;SPC CA 5     -   595,350.    2,056,550.      MT  (+/- 180 meters Scaled)
 EV2118
 EV2118                          SUPERSEDED SURVEY CONTROL
 EV2118
 EV2118  NGVD 29 (??/??/92) 1174.276  (m)         3852.60   (f) ADJ UNCH    1 1
 EV2118
 EV2118.Superseded values are not recommended for survey control.
 EV2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2118.See file dsdata.txt to determine how the superseded data were derived.
 EV2118
 EV2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU645019(NAD 83)
 EV2118_MARKER: Z = SEE DESCRIPTION
 EV2118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2118_SP_SET: REINFORCING ROD
 EV2118_STAMPING: 704-7 1968
 EV2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2118
 EV2118  HISTORY     - Date     Condition        Report By
 EV2118  HISTORY     - 1968     MONUMENTED       CA-071
 EV2118
 EV2118                          STATION DESCRIPTION
 EV2118
 EV2118'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2118'3.4 MI NE FROM SUMMIT VALLEY.
 EV2118'ABOUT 3.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2118'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 11.3 FEET WEST OF THE
 EV2118'WEST RAIL, 2.7 FEET SOUTH OF THE WEST STOP SIGN, 13 FEET WEST
 EV2118'OF THE WEST RAIL, 14.5 FEET SOUTH OF THE ROAD CROSSING, 1.5
 EV2118'FEET BELOW THE LEVEL OF THE TRACKS, AND 0.2 FEET BELOW THE
 EV2118'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2119 ***********************************************************************
 EV2119  DESIGNATION -  704 8
 EV2119  PID         -  EV2119
 EV2119  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2119  USGS QUAD   -  CAJON (1996)
 EV2119
 EV2119                         *CURRENT SURVEY CONTROL
 EV2119  ___________________________________________________________________
 EV2119* NAD 83(1986)-  34 21 39.     (N)    117 23 08.     (W)     SCALED    
 EV2119* NAVD 88     -      1174.093  (meters)    3852.00   (feet)  READJUSTED
 EV2119  ___________________________________________________________________
 EV2119  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2119  DYNAMIC HT  -        1172.610 (meters)    3847.14  (feet)  COMP
 EV2119  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 EV2119
 EV2119  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2119
 EV2119.The horizontal coordinates were scaled from a topographic map and have
 EV2119.an estimated accuracy of +/- 6 seconds.
 EV2119
 EV2119.The orthometric height was determined by differential leveling
 EV2119.and adjusted in February 1993.
 EV2119.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2119.distribution rate of 0.0 thru 1.0 mm/km.
 EV2119.The height was derived from older observations constrained to new
 EV2119.heights in a crustal motion area.  The height is approximate in
 EV2119.relation to other heights in its vicinity.
 EV2119
 EV2119.The geoid height was determined by GEOID03.
 EV2119
 EV2119.The dynamic height is computed by dividing the NAVD 88
 EV2119.geopotential number by the normal gravity value computed on the
 EV2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2119.degrees latitude (g = 980.6199 gals.).
 EV2119
 EV2119.The modeled gravity was interpolated from observed gravity values.
 EV2119
 EV2119;                    North         East    Units  Estimated Accuracy
 EV2119;SPC CA 5     -   595,660.    2,056,520.      MT  (+/- 180 meters Scaled)
 EV2119
 EV2119                          SUPERSEDED SURVEY CONTROL
 EV2119
 EV2119  NGVD 29 (??/??/92) 1173.137  (m)         3848.87   (f) ADJ UNCH    1 1
 EV2119
 EV2119.Superseded values are not recommended for survey control.
 EV2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2119.See file dsdata.txt to determine how the superseded data were derived.
 EV2119
 EV2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU645022(NAD 83)
 EV2119_MARKER: DD = SURVEY DISK
 EV2119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2119_SP_SET: BASE OF GATE
 EV2119_STAMPING: 704-8 1968
 EV2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2119
 EV2119  HISTORY     - Date     Condition        Report By
 EV2119  HISTORY     - 1968     MONUMENTED       CA-071
 EV2119
 EV2119                          STATION DESCRIPTION
 EV2119
 EV2119'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2119'3.6 MI NE FROM SUMMIT VALLEY.
 EV2119'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2119'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 43 FEET EAST OF THE EAST
 EV2119'RAIL, SET IN THE BASE OF GATE BARRIER AT THE SOUTHEAST CORNER
 EV2119'OF A GRAVEL ROAD CROSSING, 9 FEET SOUTH OF THE CENTER LINE OF
 EV2119'A GRAVEL ROAD, ABOUT LEVEL WITH THE GROUND AND 1/2 FOOT BELOW
 EV2119'THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2120 ***********************************************************************
 EV2120  DESIGNATION -  704 9
 EV2120  PID         -  EV2120
 EV2120  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2120  USGS QUAD   -  CAJON (1996)
 EV2120
 EV2120                         *CURRENT SURVEY CONTROL
 EV2120  ___________________________________________________________________
 EV2120* NAD 83(1986)-  34 21 54.     (N)    117 23 15.     (W)     SCALED    
 EV2120* NAVD 88     -      1169.896  (meters)    3838.23   (feet)  READJUSTED
 EV2120  ___________________________________________________________________
 EV2120  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV2120  DYNAMIC HT  -        1168.410 (meters)    3833.36  (feet)  COMP
 EV2120  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 EV2120  OBS GRAVITY -     979,327.1   (mgal)                       GRAV_OBS
 EV2120
 EV2120  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2120
 EV2120.The horizontal coordinates were scaled from a topographic map and have
 EV2120.an estimated accuracy of +/- 6 seconds.
 EV2120
 EV2120.The orthometric height was determined by differential leveling
 EV2120.and adjusted in February 1993.
 EV2120.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2120.distribution rate of 0.0 thru 1.0 mm/km.
 EV2120.The height was derived from older observations constrained to new
 EV2120.heights in a crustal motion area.  The height is approximate in
 EV2120.relation to other heights in its vicinity.
 EV2120
 EV2120.The geoid height was determined by GEOID03.
 EV2120
 EV2120.The dynamic height is computed by dividing the NAVD 88
 EV2120.geopotential number by the normal gravity value computed on the
 EV2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2120.degrees latitude (g = 980.6199 gals.).
 EV2120
 EV2120.The modeled gravity was interpolated from observed gravity values.
 EV2120.The observed gravity was obtained from relative gravimeter ties
 EV2120.to the IGSN71 gravity network.
 EV2120
 EV2120;                    North         East    Units  Estimated Accuracy
 EV2120;SPC CA 5     -   596,120.    2,056,340.      MT  (+/- 180 meters Scaled)
 EV2120
 EV2120                          SUPERSEDED SURVEY CONTROL
 EV2120
 EV2120  NGVD 29 (??/??/92) 1168.994  (m)         3835.27   (f) ADJ UNCH    1 1
 EV2120
 EV2120.Superseded values are not recommended for survey control.
 EV2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2120.See file dsdata.txt to determine how the superseded data were derived.
 EV2120
 EV2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU643026(NAD 83)
 EV2120_MARKER: DD = SURVEY DISK
 EV2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2120_STAMPING: 704-9 1968
 EV2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2120+STABILITY: SURFACE MOTION
 EV2120
 EV2120  HISTORY     - Date     Condition        Report By
 EV2120  HISTORY     - 1968     MONUMENTED       CA-071
 EV2120  HISTORY     - 1978     GOOD             NGS
 EV2120
 EV2120                          STATION DESCRIPTION
 EV2120
 EV2120'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2120'3.9 MI NE FROM SUMMIT VALLEY.
 EV2120'ABOUT 3.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 EV2120'FROM SUMMIT CROSSING AT SUMMIT VALLEY, 183 FEET NORTHWEST OF
 EV2120'MILE POST 460, 32.3 FEET SOUTHWEST OF THE EXTENSION SIGN AND
 EV2120'SOUTHWEST FILL, 107.5 FEET NORTHWEST OF A DERAIL SWITCH, 0.6
 EV2120'FOOT ABOVE THE LEVEL OF THE GROUND, 1.5 FEET SOUTH OF A WHITE
 EV2120'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 EV2120'WITH THE TRACK.
 EV2120
 EV2120                          STATION RECOVERY (1978)
 EV2120
 EV2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0120 ***********************************************************************
 DY0120  DESIGNATION -  704 C OF LB
 DY0120  PID         -  DY0120
 DY0120  STATE/COUNTY-  CA/LOS ANGELES
 DY0120  USGS QUAD   -  LONG BEACH (1981)
 DY0120
 DY0120                         *CURRENT SURVEY CONTROL
 DY0120  ___________________________________________________________________
 DY0120* NAD 83(1986)-  33 45 54.     (N)    118 12 38.     (W)     SCALED    
 DY0120* NAVD 88     -         1.27   (+/-2cm)       4.2    (feet)  VERTCON   
 DY0120  ___________________________________________________________________
 DY0120  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0120  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0120
 DY0120.The horizontal coordinates were scaled from a topographic map and have
 DY0120.an estimated accuracy of +/- 6 seconds.
 DY0120
 DY0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0120.The vertical order pertains to the NGVD 29 superseded value.
 DY0120
 DY0120.The geoid height was determined by GEOID03.
 DY0120
 DY0120;                    North         East    Units  Estimated Accuracy
 DY0120;SPC CA 5     -   529,420.    1,980,490.      MT  (+/- 180 meters Scaled)
 DY0120
 DY0120                          SUPERSEDED SURVEY CONTROL
 DY0120
 DY0120  NGVD 29 (??/??/92)    0.453  (m)            1.49   (f) ADJ UNCH    1 2
 DY0120
 DY0120.Superseded values are not recommended for survey control.
 DY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0120.See file dsdata.txt to determine how the superseded data were derived.
 DY0120
 DY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT878367(NAD 83)
 DY0120_MARKER: DD = SURVEY DISK
 DY0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0120_SP_SET: PLATFORM
 DY0120_STAMPING: B M 704
 DY0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0120
 DY0120  HISTORY     - Date     Condition        Report By
 DY0120  HISTORY     - UNK      MONUMENTED       CA1970
 DY0120  HISTORY     - 1954     GOOD             NGS
 DY0120  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0120
 DY0120                          STATION DESCRIPTION
 DY0120
 DY0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0120'AT LONG BEACH.
 DY0120'AT LONG BEACH, 0.1 MILE WEST ALONG EL EMBARCADERO STREET FROM
 DY0120'THE JUNCTION OF PICO AVENUE, AT LONG BEACH OUTER HARBOR, AT
 DY0120'THE NORTHWEST CORNER OF THE JUNCTION OF MITCHELL AVENUE, IN
 DY0120'THE TOP OF THE WEST ONE OF THE TWO SOUTHERNMOST NORTH-SOUTH
 DY0120'CONCRETE CURBS BORDERING THE PLATFORM OF THE LONG BEACH HARBOR
 DY0120'DEPARTMENT OIL WELL Z-8, 50.3 FEET WEST OF A FIRE HYDRANT
 DY0120'SURROUNDED BY FOUR CONCRETE-FILLED 8-INCH PIPES PROJECTING ABOUT
 DY0120'3 FEET ABOVE THE GROUND, 18.9 FEET SOUTHWEST OF THE WELL SHAFT
 DY0120'ROD, 8.9 FEET NORTH OF THE SOUTH END OF THE CURB, AND 0.5 FOOT
 DY0120'HIGHER THAN THE PLATFORM.
 DY0120
 DY0120                          STATION RECOVERY (1964)
 DY0120
 DY0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0232 ***********************************************************************
 EV0232  DESIGNATION -  705 100
 EV0232  PID         -  EV0232
 EV0232  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0232  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0232
 EV0232                         *CURRENT SURVEY CONTROL
 EV0232  ___________________________________________________________________
 EV0232* NAD 83(1986)-  34 30 04.     (N)    117 09 16.     (W)     SCALED    
 EV0232* NAVD 88     -       894.16   (+/-2cm)    2933.6    (feet)  VERTCON   
 EV0232  ___________________________________________________________________
 EV0232  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EV0232  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0232
 EV0232.The horizontal coordinates were scaled from a topographic map and have
 EV0232.an estimated accuracy of +/- 6 seconds.
 EV0232
 EV0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0232.The vertical order pertains to the NGVD 29 superseded value.
 EV0232
 EV0232.The geoid height was determined by GEOID03.
 EV0232
 EV0232;                    North         East    Units  Estimated Accuracy
 EV0232;SPC CA 5     -   611,370.    2,077,650.      MT  (+/- 180 meters Scaled)
 EV0232
 EV0232                          SUPERSEDED SURVEY CONTROL
 EV0232
 EV0232  NGVD 29 (??/??/92)  893.336  (m)         2930.89   (f) ADJ UNCH    1 2
 EV0232
 EV0232.Superseded values are not recommended for survey control.
 EV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0232.See file dsdata.txt to determine how the superseded data were derived.
 EV0232
 EV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU858177(NAD 83)
 EV0232_MARKER: Z = SEE DESCRIPTION
 EV0232_SETTING: 0 = UNSPECIFIED SETTING
 EV0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0232
 EV0232  HISTORY     - Date     Condition        Report By
 EV0232  HISTORY     - UNK      MONUMENTED       CADH
 EV0232  HISTORY     - 1968     GOOD             CA-071
 EV0232
 EV0232                          STATION DESCRIPTION
 EV0232
 EV0232'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0232'2.2 MI SE FROM APPLE VALLEY.
 EV0232'2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV0232'OF YUCCA LOMA ROAD (APPLE VALLEY), STATE HIGHWAY CONCRETE
 EV0232'MONUMENT WITH BRASS PIN, 50 FEET NORTHEASTERLY FROM CENTER
 EV0232'LINE HIGHWAY 18, 500 FEET PLUS OR MINUS SOUTHEASTERLY OF THE
 EV0232'JUNCTION OF HIGHWAY 18 AND JOSHUA ROAD, AT END OF A LONG CURVE,
 EV0232'0.8 FOOT ABOVE GROUND, AND ABOUT 1 FOOT BELOW NORTH EDGE OF
 EV0232'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0230 ***********************************************************************
 EV0230  DESIGNATION -  705 101
 EV0230  PID         -  EV0230
 EV0230  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0230  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0230
 EV0230                         *CURRENT SURVEY CONTROL
 EV0230  ___________________________________________________________________
 EV0230* NAD 83(1986)-  34 30 01.     (N)    117 10 12.     (W)     SCALED    
 EV0230* NAVD 88     -       895.87   (+/-2cm)    2939.2    (feet)  VERTCON   
 EV0230  ___________________________________________________________________
 EV0230  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EV0230  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0230
 EV0230.The horizontal coordinates were scaled from a topographic map and have
 EV0230.an estimated accuracy of +/- 6 seconds.
 EV0230
 EV0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0230.The vertical order pertains to the NGVD 29 superseded value.
 EV0230
 EV0230.The geoid height was determined by GEOID03.
 EV0230
 EV0230;                    North         East    Units  Estimated Accuracy
 EV0230;SPC CA 5     -   611,270.    2,076,220.      MT  (+/- 180 meters Scaled)
 EV0230
 EV0230                          SUPERSEDED SURVEY CONTROL
 EV0230
 EV0230  NGVD 29 (??/??/92)  895.039  (m)         2936.47   (f) ADJ UNCH    1 2
 EV0230
 EV0230.Superseded values are not recommended for survey control.
 EV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0230.See file dsdata.txt to determine how the superseded data were derived.
 EV0230
 EV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU843176(NAD 83)
 EV0230_MARKER: DD = SURVEY DISK
 EV0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0230_SP_SET: CURB
 EV0230_STAMPING: 705-101 1968
 EV0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0230
 EV0230  HISTORY     - Date     Condition        Report By
 EV0230  HISTORY     - 1968     MONUMENTED       CA-071
 EV0230  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV0230
 EV0230                          STATION DESCRIPTION
 EV0230
 EV0230'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0230'1.2 MI E FROM APPLE VALLEY.
 EV0230'1.2 MILES EAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF YUCCA
 EV0230'LOMA ROAD (APPLE VALLEY), 0.15 MILE EAST FROM CENTRAL ROAD SET
 EV0230'IN THE TOP OF EAST END OF CURB RETURN.  18 FEET SOUTH OUTER
 EV0230'HIGHWAY 18, 40 FEET EAST OF NIABI ROAD.
 EV0230
 EV0230                          STATION RECOVERY (1978)
 EV0230
 EV0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0227 ***********************************************************************
 EV0227  DESIGNATION -  705 102
 EV0227  PID         -  EV0227
 EV0227  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0227  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0227
 EV0227                         *CURRENT SURVEY CONTROL
 EV0227  ___________________________________________________________________
 EV0227* NAD 83(1986)-  34 30 01.     (N)    117 11 18.     (W)     SCALED    
 EV0227* NAVD 88     -       899.196  (meters)    2950.11   (feet)  READJUSTED
 EV0227  ___________________________________________________________________
 EV0227  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EV0227  DYNAMIC HT  -         898.110 (meters)    2946.55  (feet)  COMP
 EV0227  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 EV0227
 EV0227  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0227
 EV0227.The horizontal coordinates were scaled from a topographic map and have
 EV0227.an estimated accuracy of +/- 6 seconds.
 EV0227
 EV0227.The orthometric height was determined by differential leveling
 EV0227.and adjusted in February 1993.
 EV0227.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0227.distribution rate of 0.0 thru 1.0 mm/km.
 EV0227.The height was derived from older observations constrained to new
 EV0227.heights in a crustal motion area.  The height is approximate in
 EV0227.relation to other heights in its vicinity.
 EV0227
 EV0227.The geoid height was determined by GEOID03.
 EV0227
 EV0227.The dynamic height is computed by dividing the NAVD 88
 EV0227.geopotential number by the normal gravity value computed on the
 EV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0227.degrees latitude (g = 980.6199 gals.).
 EV0227
 EV0227.The modeled gravity was interpolated from observed gravity values.
 EV0227
 EV0227;                    North         East    Units  Estimated Accuracy
 EV0227;SPC CA 5     -   611,260.    2,074,540.      MT  (+/- 180 meters Scaled)
 EV0227
 EV0227                          SUPERSEDED SURVEY CONTROL
 EV0227
 EV0227  NGVD 29 (??/??/92)  898.363  (m)         2947.38   (f) ADJ UNCH    1 1
 EV0227
 EV0227.Superseded values are not recommended for survey control.
 EV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0227.See file dsdata.txt to determine how the superseded data were derived.
 EV0227
 EV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU827176(NAD 83)
 EV0227_MARKER: DB = BENCH MARK DISK
 EV0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0227_SP_SET: SIDEWALK
 EV0227_STAMPING: 705-102 1968
 EV0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0227
 EV0227  HISTORY     - Date     Condition        Report By
 EV0227  HISTORY     - 1968     MONUMENTED       CA-071
 EV0227  HISTORY     - 1978     GOOD             NGS
 EV0227
 EV0227                          STATION DESCRIPTION
 EV0227
 EV0227'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0227'0.2 MI E FROM APPLE VALLEY.
 EV0227'0.2 MILE EAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF YUCCA
 EV0227'LOMA ROAD (APPLE VALLEY), SET BRASS DISK IN TOP OF SIDEWALK 1
 EV0227'FOOT NORTH AND 1 FOOT EAST OF THE NORTHWEST CORNER OF THE BANK OF
 EV0227'AMERICA BUILDING, 510 FEET EAST OF CENTER LINE NAVAJO RD., 45
 EV0227'FEET SOUTH OF THE CENTER LINE OF OUTER HIGHWAY, AND ABOUT A FOOT
 EV0227'ABOVE ROAD.
 EV0227
 EV0227                          STATION RECOVERY (1978)
 EV0227
 EV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0227'OMIT-YUCCA LOMA ROAD. -ADD-NAVAJO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0224 ***********************************************************************
 EV0224  DESIGNATION -  705 103
 EV0224  PID         -  EV0224
 EV0224  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0224  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0224
 EV0224                         *CURRENT SURVEY CONTROL
 EV0224  ___________________________________________________________________
 EV0224* NAD 83(1986)-  34 30 42.     (N)    117 12 12.     (W)     SCALED    
 EV0224* NAVD 88     -       897.42   (+/-2cm)    2944.3    (feet)  VERTCON   
 EV0224  ___________________________________________________________________
 EV0224  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 EV0224  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0224
 EV0224.The horizontal coordinates were scaled from a topographic map and have
 EV0224.an estimated accuracy of +/- 6 seconds.
 EV0224
 EV0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0224.The vertical order pertains to the NGVD 29 superseded value.
 EV0224
 EV0224.The geoid height was determined by GEOID03.
 EV0224
 EV0224;                    North         East    Units  Estimated Accuracy
 EV0224;SPC CA 5     -   612,510.    2,073,150.      MT  (+/- 180 meters Scaled)
 EV0224
 EV0224                          SUPERSEDED SURVEY CONTROL
 EV0224
 EV0224  NGVD 29 (??/??/92)  896.587  (m)         2941.55   (f) ADJ UNCH    1 2
 EV0224
 EV0224.Superseded values are not recommended for survey control.
 EV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0224.See file dsdata.txt to determine how the superseded data were derived.
 EV0224
 EV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU813189(NAD 83)
 EV0224_MARKER: Z = SEE DESCRIPTION
 EV0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0224_SP_SET: REINFORCING ROD
 EV0224_STAMPING: 705-103
 EV0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0224
 EV0224  HISTORY     - Date     Condition        Report By
 EV0224  HISTORY     - UNK      MONUMENTED       CA-071
 EV0224  HISTORY     - 1968     GOOD             CA-071
 EV0224
 EV0224                          STATION DESCRIPTION
 EV0224
 EV0224'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0224'1 MI NW FROM APPLE VALLEY.
 EV0224'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0224'YUCCA LOMA ROAD (APPLE VALLEY) 45 FEET SOUTH OF CENTER LINE
 EV0224'HIGHWAY 18, 58 FEET NORTH AND 106 FEET EASTERLY OF NORTHEAST
 EV0224'CORNER OF A WOOD FENCE AT 21077 HIGHWAY 18, SET REINFORCING ROD
 EV0224'WITH COUNTY SURVEYOR TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0221 ***********************************************************************
 EV0221  DESIGNATION -  705 104
 EV0221  PID         -  EV0221
 EV0221  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0221  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0221
 EV0221                         *CURRENT SURVEY CONTROL
 EV0221  ___________________________________________________________________
 EV0221* NAD 83(1986)-  34 31 16.     (N)    117 12 46.     (W)     SCALED    
 EV0221* NAVD 88     -       893.78   (+/-2cm)    2932.3    (feet)  VERTCON   
 EV0221  ___________________________________________________________________
 EV0221  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EV0221  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0221
 EV0221.The horizontal coordinates were scaled from a topographic map and have
 EV0221.an estimated accuracy of +/- 6 seconds.
 EV0221
 EV0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0221.The vertical order pertains to the NGVD 29 superseded value.
 EV0221
 EV0221.The geoid height was determined by GEOID03.
 EV0221
 EV0221;                    North         East    Units  Estimated Accuracy
 EV0221;SPC CA 5     -   613,550.    2,072,270.      MT  (+/- 180 meters Scaled)
 EV0221
 EV0221                          SUPERSEDED SURVEY CONTROL
 EV0221
 EV0221  NGVD 29 (??/??/92)  892.95   (m)         2929.6    (f) COMPUTED    1 2
 EV0221
 EV0221.Superseded values are not recommended for survey control.
 EV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0221.See file dsdata.txt to determine how the superseded data were derived.
 EV0221
 EV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU804199(NAD 83)
 EV0221_MARKER: Z = SEE DESCRIPTION
 EV0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0221_SP_SET: REINFORCING ROD
 EV0221_STAMPING: 705-104
 EV0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0221
 EV0221  HISTORY     - Date     Condition        Report By
 EV0221  HISTORY     - UNK      MONUMENTED       CA-071
 EV0221  HISTORY     - 1968     GOOD             CA-071
 EV0221
 EV0221                          STATION DESCRIPTION
 EV0221
 EV0221'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0221'1.8 MI NW FROM APPLE VALLEY.
 EV0221'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV0221'OF YUCCA LOMA ROAD (APPLE VALLEY) SET REINFORCING ROD IN CONCRETE
 EV0221'WITH BRASS TAG, 53 FEET NORTHEASTERLY FROM CENTER LINE HIGHWAY
 EV0221'18, 253 FEET NORTHWESTERLY FROM WESTERN FENCE LINE OF PROPERTY
 EV0221'AT 20736 HWY. 18, 164 FEET NORTHERLY OF HEAVY DUTY CHAIN LINK
 EV0221'STOCK FENCE, LEVEL WITH GROUND AND ALSO PRESENT PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0217 ***********************************************************************
 EV0217  DESIGNATION -  705 104 A
 EV0217  PID         -  EV0217
 EV0217  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0217  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0217
 EV0217                         *CURRENT SURVEY CONTROL
 EV0217  ___________________________________________________________________
 EV0217* NAD 83(1986)-  34 31 38.     (N)    117 13 20.     (W)     SCALED    
 EV0217* NAVD 88     -       895.381  (meters)    2937.60   (feet)  READJUSTED
 EV0217  ___________________________________________________________________
 EV0217  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EV0217  DYNAMIC HT  -         894.310 (meters)    2934.08  (feet)  COMP
 EV0217  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 EV0217
 EV0217  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0217
 EV0217.The horizontal coordinates were scaled from a topographic map and have
 EV0217.an estimated accuracy of +/- 6 seconds.
 EV0217
 EV0217.The orthometric height was determined by differential leveling
 EV0217.and adjusted in February 1993.
 EV0217.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0217.distribution rate of 0.0 thru 1.0 mm/km.
 EV0217.The height was derived from older observations constrained to new
 EV0217.heights in a crustal motion area.  The height is approximate in
 EV0217.relation to other heights in its vicinity.
 EV0217
 EV0217.The geoid height was determined by GEOID03.
 EV0217
 EV0217.The dynamic height is computed by dividing the NAVD 88
 EV0217.geopotential number by the normal gravity value computed on the
 EV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0217.degrees latitude (g = 980.6199 gals.).
 EV0217
 EV0217.The modeled gravity was interpolated from observed gravity values.
 EV0217
 EV0217;                    North         East    Units  Estimated Accuracy
 EV0217;SPC CA 5     -   614,220.    2,071,400.      MT  (+/- 180 meters Scaled)
 EV0217
 EV0217                          SUPERSEDED SURVEY CONTROL
 EV0217
 EV0217  NGVD 29 (??/??/92)  894.549  (m)         2934.87   (f) ADJ UNCH    1 1
 EV0217
 EV0217.Superseded values are not recommended for survey control.
 EV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0217.See file dsdata.txt to determine how the superseded data were derived.
 EV0217
 EV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU796206(NAD 83)
 EV0217_MARKER: DD = SURVEY DISK
 EV0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0217_SP_SET: CURB
 EV0217_STAMPING: 705-104A 1969
 EV0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0217
 EV0217  HISTORY     - Date     Condition        Report By
 EV0217  HISTORY     - 1969     MONUMENTED       CA-071
 EV0217  HISTORY     - 1978     GOOD             NGS
 EV0217
 EV0217                          STATION DESCRIPTION
 EV0217
 EV0217'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0217'2.6 MI NW FROM APPLE VALLEY.
 EV0217'2.65 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV0217'OF YUCCA LOMA ROAD (APPLE VALLEY), SET BRASS DISK IN TOP OF
 EV0217'CURB 8.5 FEET WEST OF THE WEST EDGE OF THE EAST DRIVEWAY OF THE
 EV0217'UNION OLD CO. SERVICE STATION, 88 FEET NORTH OF THE CENTERLINE OF
 EV0217'HIGHWAY 18, 11.5 FEET SOUTH AND 73 FEET WEST OF POWER POLE NO.
 EV0217'363691 CEPCO. AND 0.8 FOOT ABOVE PAVEMENT OF OUTER ROAD.
 EV0217
 EV0217                          STATION RECOVERY (1978)
 EV0217
 EV0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0217'2.65 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0217'NAVAJO ROAD AT APPLE VALLEY, AT A UNION 76 SERVICE STATION, 65 FEET
 EV0217'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY,
 EV0217'21 FEET NORTHEAST OF THE CENTER LINE OF THE OUTER HIGHWAY 18 NORTH,
 EV0217'47 FEET WEST-NORTHWEST OF THE REVOLVING STATION SIGN, IN THE TOP OF
 EV0217'THE CURB, 8.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHEAST
 EV0217'ENTRANCE TO THE STATION AND 164 FEET EAST OF BENCH MARK D 708 RESET
 EV0217'1968.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0213 ***********************************************************************
 EV0213  DESIGNATION -  705 105
 EV0213  PID         -  EV0213
 EV0213  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0213  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0213
 EV0213                         *CURRENT SURVEY CONTROL
 EV0213  ___________________________________________________________________
 EV0213* NAD 83(1986)-  34 31 56.     (N)    117 13 51.     (W)     SCALED    
 EV0213* NAVD 88     -       892.33   (+/-2cm)    2927.6    (feet)  VERTCON   
 EV0213  ___________________________________________________________________
 EV0213  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EV0213  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0213
 EV0213.The horizontal coordinates were scaled from a topographic map and have
 EV0213.an estimated accuracy of +/- 6 seconds.
 EV0213
 EV0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0213.The vertical order pertains to the NGVD 29 superseded value.
 EV0213
 EV0213.The geoid height was determined by GEOID03.
 EV0213
 EV0213;                    North         East    Units  Estimated Accuracy
 EV0213;SPC CA 5     -   614,770.    2,070,610.      MT  (+/- 180 meters Scaled)
 EV0213
 EV0213                          SUPERSEDED SURVEY CONTROL
 EV0213
 EV0213  NGVD 29 (??/??/92)  891.496  (m)         2924.85   (f) ADJ UNCH    1 2
 EV0213
 EV0213.Superseded values are not recommended for survey control.
 EV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0213.See file dsdata.txt to determine how the superseded data were derived.
 EV0213
 EV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU788211(NAD 83)
 EV0213_MARKER: S = SPIKE
 EV0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0213_SP_SET: RAILROAD SPIKE
 EV0213_STAMPING: SBCO SURV BM 705-105
 EV0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0213
 EV0213  HISTORY     - Date     Condition        Report By
 EV0213  HISTORY     - UNK      MONUMENTED       CA-071
 EV0213  HISTORY     - 1968     GOOD             CA-071
 EV0213
 EV0213                          STATION DESCRIPTION
 EV0213
 EV0213'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0213'3.3 MI NW FROM APPLE VALLEY.
 EV0213'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0213'YUCCA LOMA ROAD AT APPLE VALLEY, 0.1 MILE WESTERLY OF SYMERON RD.,
 EV0213'135 FEET SOUTHERLY OF CENTER LINE OF ACCESS ROAD, 6 FEET NORTHERLY
 EV0213'AND 2 FEET EASTERLY OF NORTHEAST CORNER OF 4 FOOT CHAIN LINK FENCE,
 EV0213'SET RAILROAD SPIKE IN POWER POLE 1599641E, APPROXIMATELY 1 FOOT
 EV0213'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0209 ***********************************************************************
 EV0209  DESIGNATION -  705 106
 EV0209  PID         -  EV0209
 EV0209  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0209  USGS QUAD   -  APPLE VALLEY NORTH (1993)
 EV0209
 EV0209                         *CURRENT SURVEY CONTROL
 EV0209  ___________________________________________________________________
 EV0209* NAD 83(1986)-  34 32 13.     (N)    117 14 46.     (W)     SCALED    
 EV0209* NAVD 88     -       882.54   (+/-2cm)    2895.5    (feet)  VERTCON   
 EV0209  ___________________________________________________________________
 EV0209  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EV0209  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0209
 EV0209.The horizontal coordinates were scaled from a topographic map and have
 EV0209.an estimated accuracy of +/- 6 seconds.
 EV0209
 EV0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0209.The vertical order pertains to the NGVD 29 superseded value.
 EV0209
 EV0209.The geoid height was determined by GEOID03.
 EV0209
 EV0209;                    North         East    Units  Estimated Accuracy
 EV0209;SPC CA 5     -   615,280.    2,069,200.      MT  (+/- 180 meters Scaled)
 EV0209
 EV0209                          SUPERSEDED SURVEY CONTROL
 EV0209
 EV0209  NGVD 29 (??/??/92)  881.702  (m)         2892.72   (f) ADJ UNCH    1 2
 EV0209
 EV0209.Superseded values are not recommended for survey control.
 EV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0209.See file dsdata.txt to determine how the superseded data were derived.
 EV0209
 EV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU774217(NAD 83)
 EV0209_MARKER: DD = SURVEY DISK
 EV0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0209_SP_SET: SIDEWALK
 EV0209_STAMPING: 705-106 1968
 EV0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0209
 EV0209  HISTORY     - Date     Condition        Report By
 EV0209  HISTORY     - 1968     MONUMENTED       CA-071
 EV0209  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV0209
 EV0209                          STATION DESCRIPTION
 EV0209
 EV0209'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0209'3 MI E FROM VICTORVILLE.
 EV0209'3.05 MILES EAST ALONG STATE HIGHWAY 18 FROM THE ATCHISON, TOPEKA
 EV0209'AND SANTA FE RAILWAY STATION AT VICTORVILLE, 107 FEET WEST OF
 EV0209'CENTER LINE OF ATNAH ROAD, 17 1/2 FEET WEST OF WEST EDGE OF
 EV0209'SIDEWALK FOR THE EAST PARKING LOT, SET BRASS DISK IN TOP
 EV0209'SIDEWALK, 12 FEET SOUTH OF CURB OF OUTER ROAD.
 EV0209
 EV0209                          STATION RECOVERY (1978)
 EV0209
 EV0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0209'NEW SIDEWALK WAS POURED OCTOBER 28, 1977, AND THE MARK WAS COVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0159 ***********************************************************************
 EV0159  DESIGNATION -  705 107
 EV0159  PID         -  EV0159
 EV0159  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0159  USGS QUAD   -  VICTORVILLE (1993)
 EV0159
 EV0159                         *CURRENT SURVEY CONTROL
 EV0159  ___________________________________________________________________
 EV0159* NAD 83(1986)-  34 32 25.     (N)    117 16 01.     (W)     SCALED    
 EV0159* NAVD 88     -       860.642  (meters)    2823.62   (feet)  READJUSTED
 EV0159  ___________________________________________________________________
 EV0159  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EV0159  DYNAMIC HT  -         859.610 (meters)    2820.24  (feet)  COMP
 EV0159  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 EV0159
 EV0159  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0159
 EV0159.The horizontal coordinates were scaled from a topographic map and have
 EV0159.an estimated accuracy of +/- 6 seconds.
 EV0159
 EV0159.The orthometric height was determined by differential leveling
 EV0159.and adjusted in February 1993.
 EV0159.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0159.distribution rate of 0.0 thru 1.0 mm/km.
 EV0159.The height was derived from older observations constrained to new
 EV0159.heights in a crustal motion area.  The height is approximate in
 EV0159.relation to other heights in its vicinity.
 EV0159
 EV0159.The geoid height was determined by GEOID03.
 EV0159
 EV0159.The dynamic height is computed by dividing the NAVD 88
 EV0159.geopotential number by the normal gravity value computed on the
 EV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0159.degrees latitude (g = 980.6199 gals.).
 EV0159
 EV0159.The modeled gravity was interpolated from observed gravity values.
 EV0159
 EV0159;                    North         East    Units  Estimated Accuracy
 EV0159;SPC CA 5     -   615,640.    2,067,290.      MT  (+/- 180 meters Scaled)
 EV0159
 EV0159                          SUPERSEDED SURVEY CONTROL
 EV0159
 EV0159  NGVD 29 (??/??/92)  859.807  (m)         2820.88   (f) ADJ UNCH    1 1
 EV0159
 EV0159.Superseded values are not recommended for survey control.
 EV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0159.See file dsdata.txt to determine how the superseded data were derived.
 EV0159
 EV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU755220(NAD 83)
 EV0159_MARKER: DD = SURVEY DISK
 EV0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0159_SP_SET: SIDEWALK
 EV0159_STAMPING: 705-107 1968
 EV0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV0159+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2008
 EV0159
 EV0159  HISTORY     - Date     Condition        Report By
 EV0159  HISTORY     - 1968     MONUMENTED       CA-071
 EV0159  HISTORY     - 1978     GOOD             NGS
 EV0159  HISTORY     - 20020717 GOOD             INDIV
 EV0159  HISTORY     - 20081210 GOOD             INDIV
 EV0159
 EV0159                          STATION DESCRIPTION
 EV0159
 EV0159'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0159'1.8 MI E FROM VICTORVILLE.
 EV0159'1.8 MILES EAST ALONG STATE HIGHWAY NO. 18 FROM THE ATCHISON,
 EV0159'TOPEKA AND SANTA FE RAILWAY STATION AT VICTORVILLE, 53 FEET
 EV0159'WEST OF CENTER LINE KASOTA ROAD, 79 FEET SOUTH OF OUTER STATE
 EV0159'HIGHWAY NO. 18, SET STANDARD BRASS DISK IN TOP OF 10 FOOT
 EV0159'WIDE SIDEWALK, 4 FEET SOUTH AND 3 1/2 FEET WEST OF NORTHEAST
 EV0159'CORNER OF SIDEWALK, AND LEVEL WITH ROAD.
 EV0159
 EV0159                          STATION RECOVERY (1978)
 EV0159
 EV0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0159'ADD-AT THE NORTHEAST CORNER OF THE APPLE VALLEY RANCHOS REAL ESTATE
 EV0159'OFFICE BUILDING.
 EV0159
 EV0159                          STATION RECOVERY (2002)
 EV0159
 EV0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AA)
 EV0159'N 34 32.414 W 117 16.022 ON THE SIDEWALK OF NEXT TO THE BUILDING. HARD
 EV0159'TO GET A GPS READING WITH THE OVERHANG. PHOTOS LISTED AT
 EV0159'WWW.GEOCACHING.COM/MARK/DETAILS.ASP PID=EV0159
 EV0159
 EV0159                          STATION RECOVERY (2008)
 EV0159
 EV0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DM)
 EV0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0156 ***********************************************************************
 EV0156  DESIGNATION -  705 108
 EV0156  PID         -  EV0156
 EV0156  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0156  USGS QUAD   -  VICTORVILLE (1993)
 EV0156
 EV0156                         *CURRENT SURVEY CONTROL
 EV0156  ___________________________________________________________________
 EV0156* NAD 83(1986)-  34 32 14.     (N)    117 16 49.     (W)     SCALED    
 EV0156* NAVD 88     -       871.57   (+/-2cm)    2859.5    (feet)  VERTCON   
 EV0156  ___________________________________________________________________
 EV0156  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EV0156  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0156
 EV0156.The horizontal coordinates were scaled from a topographic map and have
 EV0156.an estimated accuracy of +/- 6 seconds.
 EV0156
 EV0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0156.The vertical order pertains to the NGVD 29 superseded value.
 EV0156
 EV0156.The geoid height was determined by GEOID03.
 EV0156
 EV0156;                    North         East    Units  Estimated Accuracy
 EV0156;SPC CA 5     -   615,290.    2,066,070.      MT  (+/- 180 meters Scaled)
 EV0156
 EV0156                          SUPERSEDED SURVEY CONTROL
 EV0156
 EV0156  NGVD 29 (??/??/92)  870.731  (m)         2856.72   (f) ADJ UNCH    1 2
 EV0156
 EV0156.Superseded values are not recommended for survey control.
 EV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0156.See file dsdata.txt to determine how the superseded data were derived.
 EV0156
 EV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU742217(NAD 83)
 EV0156_MARKER: Z = SEE DESCRIPTION
 EV0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0156_SP_SET: REINFORCING ROD
 EV0156_STAMPING: 705-108
 EV0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0156
 EV0156  HISTORY     - Date     Condition        Report By
 EV0156  HISTORY     - UNK      MONUMENTED       CA-071
 EV0156  HISTORY     - 1968     GOOD             CA-071
 EV0156
 EV0156                          STATION DESCRIPTION
 EV0156
 EV0156'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0156'0.9 MI E FROM VICTORVILLE.
 EV0156'0.9 MILE EAST ALONG STATE HIGHWAY 18 FROM THE ATCHISON TOPEKA
 EV0156'AND SANTA FE RAILWAY STATION AT VICTORVILLE, SET 3 FEET IRON
 EV0156'ROD IN CONCRETE WITH SBCO SURV. BRASS TAG WIRED TO IT, ABOUT
 EV0156'LEVEL WITH GROUND, 45 FEET NORTHWESTERLY OF CENTER LINE OF WEST
 EV0156'BOUND LANE OF HIGHWAY 18, 118 FEET AT RIGHT ANGLES FROM POWER
 EV0156'LINE WHERE IT CROSSES HIGHWAY 18, AND 2 1/2 FEET ABOVE CENTER
 EV0156'LINE OF PAVEMENT WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0442 ***********************************************************************
 EV0442  DESIGNATION -  705 11
 EV0442  PID         -  EV0442
 EV0442  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0442  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0442
 EV0442                         *CURRENT SURVEY CONTROL
 EV0442  ___________________________________________________________________
 EV0442* NAD 83(1986)-  34 05 52.     (N)    116 30 17.     (W)     SCALED    
 EV0442* NAVD 88     -       894.996  (meters)    2936.33   (feet)  READJUSTED
 EV0442  ___________________________________________________________________
 EV0442  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EV0442  DYNAMIC HT  -         893.880 (meters)    2932.67  (feet)  COMP
 EV0442  MODELED GRAV-     979,359.5   (mgal)                       NAVD 88
 EV0442
 EV0442  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0442
 EV0442.The horizontal coordinates were scaled from a topographic map and have
 EV0442.an estimated accuracy of +/- 6 seconds.
 EV0442
 EV0442.The orthometric height was determined by differential leveling
 EV0442.and adjusted in February 1993.
 EV0442.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0442.distribution rate of 1.1 thru 2.0 mm/km.
 EV0442.The height was derived from older observations constrained to new
 EV0442.heights in a crustal motion area.  The height is approximate in
 EV0442.relation to other heights in its vicinity.
 EV0442
 EV0442.The geoid height was determined by GEOID03.
 EV0442
 EV0442.The dynamic height is computed by dividing the NAVD 88
 EV0442.geopotential number by the normal gravity value computed on the
 EV0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0442.degrees latitude (g = 980.6199 gals.).
 EV0442
 EV0442.The modeled gravity was interpolated from observed gravity values.
 EV0442
 EV0442;                    North         East    Units  Estimated Accuracy
 EV0442;SPC CA 5     -   567,340.    2,137,980.      MT  (+/- 180 meters Scaled)
 EV0442
 EV0442                          SUPERSEDED SURVEY CONTROL
 EV0442
 EV0442  NGVD 29 (??/??/92)  894.165  (m)         2933.61   (f) ADJ UNCH    1 1
 EV0442
 EV0442.Superseded values are not recommended for survey control.
 EV0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0442.See file dsdata.txt to determine how the superseded data were derived.
 EV0442
 EV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT456731(NAD 83)
 EV0442_MARKER: DD = SURVEY DISK
 EV0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0442_STAMPING: 705-11-1968
 EV0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0442+STABILITY: SURFACE MOTION
 EV0442
 EV0442  HISTORY     - Date     Condition        Report By
 EV0442  HISTORY     - 1969     MONUMENTED       CA-071
 EV0442  HISTORY     - 1978     GOOD             NGS
 EV0442  HISTORY     - 1983     GOOD             USGS
 EV0442  HISTORY     - 20050327 GOOD             USPSQD
 EV0442
 EV0442                          STATION DESCRIPTION
 EV0442
 EV0442'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0442'3.7 MI SW FROM YUCCA VALLEY.
 EV0442'3.7 MILES SOUTHWEST ALONG THE CALIF. STATE HIGHWAY 62 FROM YUCCA
 EV0442'VALLEY POST OFFICE, 48 FEET NORTHERLY OF CENTER LINE TWENTY-NINE
 EV0442'PALMS ROAD, 0.2 MILE EAST OF A DIRT ROAD CALLED HIGHLAND ROAD,
 EV0442'33 FEET WEST OF POWER POLE 1685730E, 2 FEET ABOVE TWENTY NINE
 EV0442'PALMS ROAD, 2.5 FEET NORTHEAST OF WITNESS POST, SET BRASS DISK
 EV0442'IN CONCRETE MONUMENT.
 EV0442
 EV0442                          STATION RECOVERY (1978)
 EV0442
 EV0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0442'RECOVERED IN GOOD CONDITION.
 EV0442
 EV0442                          STATION RECOVERY (1983)
 EV0442
 EV0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0442'RECOVERED IN GOOD CONDITION.
 EV0442
 EV0442                          STATION RECOVERY (2005)
 EV0442
 EV0442'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0358 ***********************************************************************
 EV0358  DESIGNATION -  705 13
 EV0358  PID         -  EV0358
 EV0358  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0358  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0358
 EV0358                         *CURRENT SURVEY CONTROL
 EV0358  ___________________________________________________________________
 EV0358* NAD 83(1986)-  34 06 26.     (N)    116 29 09.     (W)     SCALED    
 EV0358* NAVD 88     -      1008.445  (meters)    3308.54   (feet)  READJUSTED
 EV0358  ___________________________________________________________________
 EV0358  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EV0358  DYNAMIC HT  -        1007.180 (meters)    3304.39  (feet)  COMP
 EV0358  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 EV0358
 EV0358  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0358
 EV0358.The horizontal coordinates were scaled from a topographic map and have
 EV0358.an estimated accuracy of +/- 6 seconds.
 EV0358
 EV0358.The orthometric height was determined by differential leveling
 EV0358.and adjusted in February 1993.
 EV0358.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0358.distribution rate of 1.1 thru 2.0 mm/km.
 EV0358.The height was derived from older observations constrained to new
 EV0358.heights in a crustal motion area.  The height is approximate in
 EV0358.relation to other heights in its vicinity.
 EV0358
 EV0358.The geoid height was determined by GEOID03.
 EV0358
 EV0358.The dynamic height is computed by dividing the NAVD 88
 EV0358.geopotential number by the normal gravity value computed on the
 EV0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0358.degrees latitude (g = 980.6199 gals.).
 EV0358
 EV0358.The modeled gravity was interpolated from observed gravity values.
 EV0358
 EV0358;                    North         East    Units  Estimated Accuracy
 EV0358;SPC CA 5     -   568,410.    2,139,700.      MT  (+/- 180 meters Scaled)
 EV0358
 EV0358                          SUPERSEDED SURVEY CONTROL
 EV0358
 EV0358  NGVD 29 (??/??/92) 1007.609  (m)         3305.80   (f) ADJ UNCH    1 1
 EV0358
 EV0358.Superseded values are not recommended for survey control.
 EV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0358.See file dsdata.txt to determine how the superseded data were derived.
 EV0358
 EV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT474741(NAD 83)
 EV0358_MARKER: DD = SURVEY DISK
 EV0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0358_STAMPING: 705-13 1968
 EV0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0358+STABILITY: SURFACE MOTION
 EV0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV0358+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 EV0358
 EV0358  HISTORY     - Date     Condition        Report By
 EV0358  HISTORY     - 1969     MONUMENTED       CA-071
 EV0358  HISTORY     - 1978     GOOD             NGS
 EV0358  HISTORY     - 1983     GOOD             USGS
 EV0358  HISTORY     - 20050503 GOOD             INDIV
 EV0358
 EV0358                          STATION DESCRIPTION
 EV0358
 EV0358'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0358'2.4 MI SW FROM YUCCA VALLEY.
 EV0358'2.4 MILES SOUTHWESTERLY ALONG 29 PALMS ROAD (STATE ROUTE 62)
 EV0358'FROM THE YUCCA VALLEY POST OFFICE, 10 POWER POLES SOUTHWESTERLY
 EV0358'FROM PASS, 47 FEET WESTERLY FROM WEST END OF A HEAD WALL, 48
 EV0358'FEET NORTHERLY FROM CENTER LINE 29 PALMS ROAD, SET BRASS DISK
 EV0358'IN CONCRETE MONUMENT, 4 FEET NORTHWESTERLY FROM WHITE MARKER
 EV0358'POST, 0.6 FOOT ABOVE GROUND AND 4 FEET ABOVE PAVEMENT.
 EV0358
 EV0358                          STATION RECOVERY (1978)
 EV0358
 EV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0358'RECOVERED IN GOOD CONDITION.
 EV0358
 EV0358                          STATION RECOVERY (1983)
 EV0358
 EV0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0358'RECOVERED IN GOOD CONDITION.
 EV0358
 EV0358                          STATION RECOVERY (2005)
 EV0358
 EV0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RCF)
 EV0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0360 ***********************************************************************
 EV0360  DESIGNATION -  705 14
 EV0360  PID         -  EV0360
 EV0360  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0360  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0360
 EV0360                         *CURRENT SURVEY CONTROL
 EV0360  ___________________________________________________________________
 EV0360* NAD 83(1986)-  34 06 42.     (N)    116 28 30.     (W)     SCALED    
 EV0360* NAVD 88     -      1064.04   (+/-2cm)    3490.9    (feet)  VERTCON   
 EV0360  ___________________________________________________________________
 EV0360  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EV0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0360
 EV0360.The horizontal coordinates were scaled from a topographic map and have
 EV0360.an estimated accuracy of +/- 6 seconds.
 EV0360
 EV0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0360.The vertical order pertains to the NGVD 29 superseded value.
 EV0360
 EV0360.The geoid height was determined by GEOID03.
 EV0360
 EV0360;                    North         East    Units  Estimated Accuracy
 EV0360;SPC CA 5     -   568,920.    2,140,700.      MT  (+/- 180 meters Scaled)
 EV0360
 EV0360                          SUPERSEDED SURVEY CONTROL
 EV0360
 EV0360  NGVD 29 (??/??/92) 1063.200  (m)         3488.18   (f) ADJ UNCH    1 2
 EV0360
 EV0360.Superseded values are not recommended for survey control.
 EV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0360.See file dsdata.txt to determine how the superseded data were derived.
 EV0360
 EV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT484746(NAD 83)
 EV0360_MARKER: S = SPIKE
 EV0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0360_SP_SET: RAILROAD SPIKE
 EV0360_STAMPING: SBCO SURV 705-14 1968
 EV0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0360
 EV0360  HISTORY     - Date     Condition        Report By
 EV0360  HISTORY     - 1969     MONUMENTED       CA-071
 EV0360
 EV0360                          STATION DESCRIPTION
 EV0360
 EV0360'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0360'1.8 MI SW FROM YUCCA VALLEY.
 EV0360'1.8 MILES SOUTHWESTERLY ALONG THE 29 PALMS ROAD (STATE HIGHWAY
 EV0360'62) FROM THE YUCCA VALLEY POST OFFICE, ACROSS STREET FROM
 EV0360'HOMESTEAD LUMBER COMPANY, 2 POLES NORTHERLY FROM TOP OF PASS,
 EV0360'49 FEET NORTHWESTERLY FROM CENTER LINE 29 PALMS ROAD, SET
 EV0360'RAILROAD SPIKE IN POWER POLE 1685768E, 0.6 FOOT ABOVE GROUND
 EV0360'AND LEVEL WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0361 ***********************************************************************
 EV0361  DESIGNATION -  705 15
 EV0361  PID         -  EV0361
 EV0361  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0361  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0361
 EV0361                         *CURRENT SURVEY CONTROL
 EV0361  ___________________________________________________________________
 EV0361* NAD 83(1986)-  34 06 54.     (N)    116 27 53.     (W)     SCALED    
 EV0361* NAVD 88     -      1029.301  (meters)    3376.97   (feet)  READJUSTED
 EV0361  ___________________________________________________________________
 EV0361  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EV0361  DYNAMIC HT  -        1028.000 (meters)    3372.70  (feet)  COMP
 EV0361  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 EV0361
 EV0361  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0361
 EV0361.The horizontal coordinates were scaled from a topographic map and have
 EV0361.an estimated accuracy of +/- 6 seconds.
 EV0361
 EV0361.The orthometric height was determined by differential leveling
 EV0361.and adjusted in February 1993.
 EV0361.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0361.distribution rate of 1.1 thru 2.0 mm/km.
 EV0361.The height was derived from older observations constrained to new
 EV0361.heights in a crustal motion area.  The height is approximate in
 EV0361.relation to other heights in its vicinity.
 EV0361
 EV0361.The geoid height was determined by GEOID03.
 EV0361
 EV0361.The dynamic height is computed by dividing the NAVD 88
 EV0361.geopotential number by the normal gravity value computed on the
 EV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0361.degrees latitude (g = 980.6199 gals.).
 EV0361
 EV0361.The modeled gravity was interpolated from observed gravity values.
 EV0361
 EV0361;                    North         East    Units  Estimated Accuracy
 EV0361;SPC CA 5     -   569,300.    2,141,640.      MT  (+/- 180 meters Scaled)
 EV0361
 EV0361                          SUPERSEDED SURVEY CONTROL
 EV0361
 EV0361  NGVD 29 (??/??/92) 1028.465  (m)         3374.22   (f) ADJ UNCH    1 1
 EV0361
 EV0361.Superseded values are not recommended for survey control.
 EV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0361.See file dsdata.txt to determine how the superseded data were derived.
 EV0361
 EV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT493750(NAD 83)
 EV0361_MARKER: DD = SURVEY DISK
 EV0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0361_SP_SET: CURB
 EV0361_STAMPING: 705-15 1968
 EV0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0361
 EV0361  HISTORY     - Date     Condition        Report By
 EV0361  HISTORY     - 1969     MONUMENTED       CA-071
 EV0361  HISTORY     - 1978     GOOD             NGS
 EV0361  HISTORY     - 1983     GOOD             USGS
 EV0361
 EV0361                          STATION DESCRIPTION
 EV0361
 EV0361'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0361'1.1 MI SW FROM YUCCA VALLEY.
 EV0361'1.1 MILES SOUTHWESTERLY ALONG THE 29 PALMS ROAD (STATE ROUTE
 EV0361'62) FROM THE YUCCA VALLEY POST OFFICE, 47 FEET WESTERLY FROM
 EV0361'CENTER LINE CAMINO DEL CIELO STREET, 0.7 FOOT ABOVE CENTER LINE
 EV0361'CAMINO DEL CIELO ST. AND 16 POLES NORTHERLY FROM TOP OF PASS,
 EV0361'6 FEET WEST OF WHITE WITNESS POST, 0.4 BELOW HWY 62, 10.5 FEET
 EV0361'NORTH OF POWER POLE 1685782E, SET STANDARD DISK IN TOP OF THE
 EV0361'SOUTHWESTERLY CURB, 39 FEET NORTHERLY FROM CENTER LINE 29 PALMS
 EV0361'ROAD.
 EV0361
 EV0361                          STATION RECOVERY (1978)
 EV0361
 EV0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0361'RECOVERED IN GOOD CONDITION.
 EV0361
 EV0361                          STATION RECOVERY (1983)
 EV0361
 EV0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0361'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  NEAR THE
 EV0361'YUCCA INN MOTOR HOTEL SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0363 ***********************************************************************
 EV0363  DESIGNATION -  705 16
 EV0363  PID         -  EV0363
 EV0363  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0363  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0363
 EV0363                         *CURRENT SURVEY CONTROL
 EV0363  ___________________________________________________________________
 EV0363* NAD 83(1986)-  34 06 55.     (N)    116 27 19.     (W)     SCALED    
 EV0363* NAVD 88     -      1016.76   (+/-2cm)    3335.8    (feet)  VERTCON   
 EV0363  ___________________________________________________________________
 EV0363  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EV0363  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0363
 EV0363.The horizontal coordinates were scaled from a topographic map and have
 EV0363.an estimated accuracy of +/- 6 seconds.
 EV0363
 EV0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0363.The vertical order pertains to the NGVD 29 superseded value.
 EV0363
 EV0363.The geoid height was determined by GEOID03.
 EV0363
 EV0363;                    North         East    Units  Estimated Accuracy
 EV0363;SPC CA 5     -   569,350.    2,142,510.      MT  (+/- 180 meters Scaled)
 EV0363
 EV0363                          SUPERSEDED SURVEY CONTROL
 EV0363
 EV0363  NGVD 29 (??/??/92) 1015.913  (m)         3333.04   (f) ADJ UNCH    1 2
 EV0363
 EV0363.Superseded values are not recommended for survey control.
 EV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0363.See file dsdata.txt to determine how the superseded data were derived.
 EV0363
 EV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT502750(NAD 83)
 EV0363_MARKER: DD = SURVEY DISK
 EV0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0363_SP_SET: CURB
 EV0363_STAMPING: BM 705-16
 EV0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0363
 EV0363  HISTORY     - Date     Condition        Report By
 EV0363  HISTORY     - UNK      MONUMENTED       CA-071
 EV0363  HISTORY     - 1969     GOOD             CA-071
 EV0363
 EV0363                          STATION DESCRIPTION
 EV0363
 EV0363'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0363'0.6 MI SW FROM YUCCA VALLEY.
 EV0363'0.62 MILE SOUTHWEST ALONG 29 PALMS ROAD (STATE HIGHWAY 62)
 EV0363'FROM THE YUCCA VALLEY POST OFFICE, 187 FEET WESTERLY OF CENTER
 EV0363'LINE OF KATJE WAY, 36.5 FEET NORTHWESTERLY OF CENTER LINE STATE
 EV0363'HIGHWAY 62, 26 FEET NORTHEAST OF THE SOUTHWEST END OF CURB,
 EV0363'28 FEET NORTHEAST OF POWER POLE 1685792E, SET DRIVE PIN WITH
 EV0363'COUNTY SURVEYOR TAG IN TOP OF THE WESTERLY CURB, 0.6 FOOT
 EV0363'BELOW HWY. 62.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0364 ***********************************************************************
 EV0364  DESIGNATION -  705 17
 EV0364  PID         -  EV0364
 EV0364  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0364  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0364
 EV0364                         *CURRENT SURVEY CONTROL
 EV0364  ___________________________________________________________________
 EV0364* NAD 83(1986)-  34 07 06.     (N)    116 26 53.     (W)     SCALED    
 EV0364* NAVD 88     -      1014.212  (meters)    3327.46   (feet)  READJUSTED
 EV0364  ___________________________________________________________________
 EV0364  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EV0364  DYNAMIC HT  -        1012.930 (meters)    3323.25  (feet)  COMP
 EV0364  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 EV0364
 EV0364  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0364
 EV0364.The horizontal coordinates were scaled from a topographic map and have
 EV0364.an estimated accuracy of +/- 6 seconds.
 EV0364
 EV0364.The orthometric height was determined by differential leveling
 EV0364.and adjusted in February 1993.
 EV0364.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0364.distribution rate of 1.1 thru 2.0 mm/km.
 EV0364.The height was derived from older observations constrained to new
 EV0364.heights in a crustal motion area.  The height is approximate in
 EV0364.relation to other heights in its vicinity.
 EV0364
 EV0364.The geoid height was determined by GEOID03.
 EV0364
 EV0364.The dynamic height is computed by dividing the NAVD 88
 EV0364.geopotential number by the normal gravity value computed on the
 EV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0364.degrees latitude (g = 980.6199 gals.).
 EV0364
 EV0364.The modeled gravity was interpolated from observed gravity values.
 EV0364
 EV0364;                    North         East    Units  Estimated Accuracy
 EV0364;SPC CA 5     -   569,690.    2,143,170.      MT  (+/- 180 meters Scaled)
 EV0364
 EV0364                          SUPERSEDED SURVEY CONTROL
 EV0364
 EV0364  NGVD 29 (??/??/92) 1013.372  (m)         3324.70   (f) ADJ UNCH    1 1
 EV0364
 EV0364.Superseded values are not recommended for survey control.
 EV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0364.See file dsdata.txt to determine how the superseded data were derived.
 EV0364
 EV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT509754(NAD 83)
 EV0364_MARKER: DD = SURVEY DISK
 EV0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0364_SP_SET: CURB
 EV0364_STAMPING: 705-17 1968
 EV0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV0364+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002
 EV0364
 EV0364  HISTORY     - Date     Condition        Report By
 EV0364  HISTORY     - 1969     MONUMENTED       CA-071
 EV0364  HISTORY     - 1976     GOOD             NGS
 EV0364  HISTORY     - 1978     GOOD             NGS
 EV0364  HISTORY     - 1983     GOOD             USGS
 EV0364  HISTORY     - 20021115 GOOD             INDIV
 EV0364
 EV0364                          STATION DESCRIPTION
 EV0364
 EV0364'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0364'AT YUCCA VALLEY.
 EV0364'AT YUCCA VALLEY, SET BRASS DISK IN TOP OF THE CONCRETE BASE
 EV0364'FOR THE FLAG POLE IN THE NORTHEAST PORTION OF THE POST OFFICE
 EV0364'PARKING LOT, 151 FEET EAST OF CENTER LINE OF FOX TRAIL, 13.5
 EV0364'FEET SOUTH OF CURB, 58 FEET SOUTH OF CENTER LINE OF STATE
 EV0364'HIGHWAY 62 (29 PALMS RD.) AND LEVEL WITH TOP OF CURB AND 0.6
 EV0364'FOOT BELOW HWY. 62.
 EV0364
 EV0364                          STATION RECOVERY (1976)
 EV0364
 EV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV0364'AT YUCCA VALLEY POST OFFICE, IN TOP OF THE CONCRETE FLAG POLE BASE
 EV0364'AT THE NORTH CORNER OF THE POST OFFICE, 151 FT. NORTHEAST OF THE
 EV0364'CENTER LINE OF FOX TRAIL, 58 FT. SOUTHEAST OF THE CENTER LINE OF
 EV0364'HIGHWAY, 13.5 FT. SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY.
 EV0364'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV0364
 EV0364                          STATION RECOVERY (1978)
 EV0364
 EV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0364'RECOVERED IN GOOD CONDITION.
 EV0364
 EV0364                          STATION RECOVERY (1983)
 EV0364
 EV0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0364'RECOVERED IN GOOD CONDITION.
 EV0364
 EV0364                          STATION RECOVERY (2002)
 EV0364
 EV0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF)
 EV0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0366 ***********************************************************************
 EV0366  DESIGNATION -  705 18
 EV0366  PID         -  EV0366
 EV0366  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0366  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0366
 EV0366                         *CURRENT SURVEY CONTROL
 EV0366  ___________________________________________________________________
 EV0366* NAD 83(1986)-  34 07 10.     (N)    116 26 13.     (W)     SCALED    
 EV0366* NAVD 88     -      1002.97   (+/-2cm)    3290.6    (feet)  VERTCON   
 EV0366  ___________________________________________________________________
 EV0366  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EV0366  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0366
 EV0366.The horizontal coordinates were scaled from a topographic map and have
 EV0366.an estimated accuracy of +/- 6 seconds.
 EV0366
 EV0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0366.The vertical order pertains to the NGVD 29 superseded value.
 EV0366
 EV0366.The geoid height was determined by GEOID03.
 EV0366
 EV0366;                    North         East    Units  Estimated Accuracy
 EV0366;SPC CA 5     -   569,830.    2,144,190.      MT  (+/- 180 meters Scaled)
 EV0366
 EV0366                          SUPERSEDED SURVEY CONTROL
 EV0366
 EV0366  NGVD 29 (??/??/92) 1002.135  (m)         3287.84   (f) ADJ UNCH    1 2
 EV0366
 EV0366.Superseded values are not recommended for survey control.
 EV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0366.See file dsdata.txt to determine how the superseded data were derived.
 EV0366
 EV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT519755(NAD 83)
 EV0366_MARKER: DD = SURVEY DISK
 EV0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0366_SP_SET: CURB
 EV0366_STAMPING: BM
 EV0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0366
 EV0366  HISTORY     - Date     Condition        Report By
 EV0366  HISTORY     - UNK      MONUMENTED       CA-071
 EV0366  HISTORY     - 1969     GOOD             CA-071
 EV0366
 EV0366                          STATION DESCRIPTION
 EV0366
 EV0366'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0366'0.6 MI E FROM YUCCA VALLEY.
 EV0366'0.63 MILE EAST ALONG TWENTY-NINE PALMS ROAD (STATE HWY. 62)
 EV0366'FROM THE YUCCA VALLEY POST OFFICE, 374 FEET WEST OF THE CENTER
 EV0366'LINE OF CHURCH ALONG THE CURB LINE, 55.5 FEET SOUTH OF CENTER
 EV0366'LINE STRIPE OF HWY. 62 AND AT NORTHEAST END OF PARKING LOT FOR
 EV0366'THE GLENN RESTAURANT, 90 FEET WEST OF CENTER LINE OF FLOOD
 EV0366'CHANNEL ON EXENDED LINE OF CURB, 16 FEET WEST OF EAST END
 EV0366'CURB, SET P.K. NAIL WITH COUNTY SURVEYOR TAG ON TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0369 ***********************************************************************
 EV0369  DESIGNATION -  705 19
 EV0369  PID         -  EV0369
 EV0369  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0369  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0369
 EV0369                         *CURRENT SURVEY CONTROL
 EV0369  ___________________________________________________________________
 EV0369* NAD 83(1986)-  34 07 16.     (N)    116 25 18.     (W)     SCALED    
 EV0369* NAVD 88     -       999.86   (+/-2cm)    3280.4    (feet)  VERTCON   
 EV0369  ___________________________________________________________________
 EV0369  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EV0369  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0369
 EV0369.The horizontal coordinates were scaled from a topographic map and have
 EV0369.an estimated accuracy of +/- 6 seconds.
 EV0369
 EV0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0369.The vertical order pertains to the NGVD 29 superseded value.
 EV0369
 EV0369.The geoid height was determined by GEOID03.
 EV0369
 EV0369;                    North         East    Units  Estimated Accuracy
 EV0369;SPC CA 5     -   570,040.    2,145,600.      MT  (+/- 180 meters Scaled)
 EV0369
 EV0369                          SUPERSEDED SURVEY CONTROL
 EV0369
 EV0369  NGVD 29 (??/??/92)  999.028  (m)         3277.64   (f) ADJ UNCH    1 2
 EV0369
 EV0369.Superseded values are not recommended for survey control.
 EV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0369.See file dsdata.txt to determine how the superseded data were derived.
 EV0369
 EV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT533757(NAD 83)
 EV0369_MARKER: S = SPIKE
 EV0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0369_SP_SET: RAILROAD SPIKE
 EV0369_STAMPING: SBCO SURV 705-20 1968
 EV0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0369
 EV0369  HISTORY     - Date     Condition        Report By
 EV0369  HISTORY     - 1969     MONUMENTED       CA-071
 EV0369
 EV0369                          STATION DESCRIPTION
 EV0369
 EV0369'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0369'1.6 MI E FROM YUCCA VALLEY.
 EV0369'1.6 MILES EAST ALONG 29 PALMS ROAD (STATE HIGHWAY 62) FROM
 EV0369'THE YUCCA VALLEY POST OFFICE, 175 FEET WEST OF BARBERRY AVE.,
 EV0369'46 FEET NORTH CENTER LINE HWY. 62, 35 FEET SOUTH OF OUTER HWY.
 EV0369'NORTH, SET R.R. SPIKE IN POWER POLE 1685865E, 1.5 FEET ABOVE
 EV0369'HWY. 62.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0425 ***********************************************************************
 EV0425  DESIGNATION -  705 2
 EV0425  PID         -  EV0425
 EV0425  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0425  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0425
 EV0425                         *CURRENT SURVEY CONTROL
 EV0425  ___________________________________________________________________
 EV0425* NAD 83(1986)-  34 02 57.     (N)    116 34 42.     (W)     SCALED    
 EV0425* NAVD 88     -       784.00   (+/-2cm)    2572.2    (feet)  VERTCON   
 EV0425  ___________________________________________________________________
 EV0425  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EV0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0425
 EV0425.The horizontal coordinates were scaled from a topographic map and have
 EV0425.an estimated accuracy of +/- 6 seconds.
 EV0425
 EV0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0425.The vertical order pertains to the NGVD 29 superseded value.
 EV0425
 EV0425.The geoid height was determined by GEOID03.
 EV0425
 EV0425;                    North         East    Units  Estimated Accuracy
 EV0425;SPC CA 5     -   561,850.    2,131,260.      MT  (+/- 180 meters Scaled)
 EV0425
 EV0425                          SUPERSEDED SURVEY CONTROL
 EV0425
 EV0425  NGVD 29 (??/??/92)  783.173  (m)         2569.46   (f) ADJ UNCH    1 2
 EV0425
 EV0425.Superseded values are not recommended for survey control.
 EV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0425.See file dsdata.txt to determine how the superseded data were derived.
 EV0425
 EV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT389676(NAD 83)
 EV0425_MARKER: S = SPIKE
 EV0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0425_SP_SET: POWER POLE
 EV0425_STAMPING: SBCO SURV 705-2-1968
 EV0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0425
 EV0425  HISTORY     - Date     Condition        Report By
 EV0425  HISTORY     - 1969     MONUMENTED       CA-071
 EV0425  HISTORY     - 20050303 GOOD             USPSQD
 EV0425
 EV0425                          STATION DESCRIPTION
 EV0425
 EV0425'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0425'0.3 MI NE FROM MORONGO VALLEY.
 EV0425'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 62 (29 PALMS ROAD) FROM
 EV0425'MORONGO VALLEY POST OFFICE LOCATED AT PARADISE AVE., AT
 EV0425'NORTHWESTERLY CORNER OF PARK AVE., AND STATE HWY, 47 FEET
 EV0425'NORTHWESTERLY CENTER LINE STATE HWY., 33 FEET NORTHEASTERLY OF
 EV0425'PARK AVE., SET RAIL ROAD SPIKE IN POWER POLE NO. 1685032 E, 0.5
 EV0425'FOOT ABOVE GROUND AND 2 1/2 FEET ABOVE PAVEMENT.
 EV0425
 EV0425                          STATION RECOVERY (2005)
 EV0425
 EV0425'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0425'THE POLE IS NUMBERED 1685632---NOT 1685032   THE MARKER IS A SPIKE AND
 EV0425'IT IS INTACT INTO THE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0370 ***********************************************************************
 EV0370  DESIGNATION -  705 20
 EV0370  PID         -  EV0370
 EV0370  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0370  USGS QUAD   -  YUCCA VALLEY SOUTH (1994)
 EV0370
 EV0370                         *CURRENT SURVEY CONTROL
 EV0370  ___________________________________________________________________
 EV0370* NAD 83(1986)-  34 07 24.     (N)    116 24 53.     (W)     SCALED    
 EV0370* NAVD 88     -       993.334  (meters)    3258.96   (feet)  READJUSTED
 EV0370  ___________________________________________________________________
 EV0370  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EV0370  DYNAMIC HT  -         992.090 (meters)    3254.88  (feet)  COMP
 EV0370  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 EV0370
 EV0370  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0370
 EV0370.The horizontal coordinates were scaled from a topographic map and have
 EV0370.an estimated accuracy of +/- 6 seconds.
 EV0370
 EV0370.The orthometric height was determined by differential leveling
 EV0370.and adjusted in February 1993.
 EV0370.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0370.distribution rate of 1.1 thru 2.0 mm/km.
 EV0370.The height was derived from older observations constrained to new
 EV0370.heights in a crustal motion area.  The height is approximate in
 EV0370.relation to other heights in its vicinity.
 EV0370
 EV0370.The geoid height was determined by GEOID03.
 EV0370
 EV0370.The dynamic height is computed by dividing the NAVD 88
 EV0370.geopotential number by the normal gravity value computed on the
 EV0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0370.degrees latitude (g = 980.6199 gals.).
 EV0370
 EV0370.The modeled gravity was interpolated from observed gravity values.
 EV0370
 EV0370;                    North         East    Units  Estimated Accuracy
 EV0370;SPC CA 5     -   570,300.    2,146,240.      MT  (+/- 180 meters Scaled)
 EV0370
 EV0370                          SUPERSEDED SURVEY CONTROL
 EV0370
 EV0370  NGVD 29 (??/??/92)  992.507  (m)         3256.25   (f) ADJ UNCH    1 1
 EV0370
 EV0370.Superseded values are not recommended for survey control.
 EV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0370.See file dsdata.txt to determine how the superseded data were derived.
 EV0370
 EV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT539759(NAD 83)
 EV0370_MARKER: DD = SURVEY DISK
 EV0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0370_SP_SET: CONCRETE BASE
 EV0370_STAMPING: 705-20-1968
 EV0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0370
 EV0370  HISTORY     - Date     Condition        Report By
 EV0370  HISTORY     - 1969     MONUMENTED       CA-071
 EV0370  HISTORY     - 1976     GOOD             NGS
 EV0370  HISTORY     - 1978     GOOD             NGS
 EV0370  HISTORY     - 1983     GOOD             USGS
 EV0370
 EV0370                          STATION DESCRIPTION
 EV0370
 EV0370'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0370'AT YUCCA VALLEY.
 EV0370'AT THE JUNCTION OF OLD WOMAN SPRINGS ROAD AND 29 PALMS ROAD
 EV0370'(STATE HWY 62) AT THE NORTHWEST CORNER OF THE INTERSECTION,
 EV0370'2.0 MILES EAST OF YUCCA VALLEY POST OFFICE, SET BRASS DISK IN
 EV0370'THE CONCRETE BASE OF A LIGHT STANDARD, 57 FEET WEST OF OLD WOMAN
 EV0370'SPRINGS ROAD, 40 FEET NORTH OF 29 PALMS OUTER NORTH, 9 FEET
 EV0370'SOUTHWEST OF POWER POLE 1605985E, LEVEL WITH OLD WOMAN SPRINGS
 EV0370'ROAD.
 EV0370
 EV0370                          STATION RECOVERY (1976)
 EV0370
 EV0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV0370'2.0 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV0370'VALLEY, AT THE INTERSECTION OF STATE HIGHWAY 62 AND STATE HIGHWAY 247
 EV0370'OLD WOMAN SPRINGS ROAD, AT THE NORTHWEST CORNER OF THE INTERSECTION,
 EV0370'IN TOP OF THE CONCRETE FOUNDATION BASE FOR THE DOUBLE LIGHT AT THE
 EV0370'SOUTHEAST CORNER OF A STANDARD GAS STATION, 57 FT. WEST OF THE CENTER
 EV0370'LINE OF HIGHWAY 247, 40 FT. NORTH OF THE CENTER LINE OF 29 PALMS OUTER
 EV0370'NORTH HIGHWAY, 9 FT. SOUTHWEST OF POWER POLE 1605985E.
 EV0370'THE MARK IS 1 FT ABOVE HIGHWAY.
 EV0370
 EV0370                          STATION RECOVERY (1978)
 EV0370
 EV0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0370'RECOVERED IN GOOD CONDITION.
 EV0370
 EV0370                          STATION RECOVERY (1983)
 EV0370
 EV0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0385 ***********************************************************************
 EV0385  DESIGNATION -  705 21
 EV0385  PID         -  EV0385
 EV0385  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0385  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0385
 EV0385                         *CURRENT SURVEY CONTROL
 EV0385  ___________________________________________________________________
 EV0385* NAD 83(1986)-  34 07 42.     (N)    116 24 46.     (W)     SCALED    
 EV0385* NAVD 88     -       984.99   (+/-2cm)    3231.6    (feet)  VERTCON   
 EV0385  ___________________________________________________________________
 EV0385  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 EV0385  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0385
 EV0385.The horizontal coordinates were scaled from a topographic map and have
 EV0385.an estimated accuracy of +/- 6 seconds.
 EV0385
 EV0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0385.The vertical order pertains to the NGVD 29 superseded value.
 EV0385
 EV0385.The geoid height was determined by GEOID03.
 EV0385
 EV0385;                    North         East    Units  Estimated Accuracy
 EV0385;SPC CA 5     -   570,850.    2,146,410.      MT  (+/- 180 meters Scaled)
 EV0385
 EV0385                          SUPERSEDED SURVEY CONTROL
 EV0385
 EV0385  NGVD 29 (??/??/92)  984.156  (m)         3228.85   (f) ADJ UNCH    1 2
 EV0385
 EV0385.Superseded values are not recommended for survey control.
 EV0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0385.See file dsdata.txt to determine how the superseded data were derived.
 EV0385
 EV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT541765(NAD 83)
 EV0385_MARKER: S = SPIKE
 EV0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0385_SP_SET: RAILROAD SPIKE
 EV0385_STAMPING: CA-071    705-21 1968
 EV0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0385
 EV0385  HISTORY     - Date     Condition        Report By
 EV0385  HISTORY     - 1968     MONUMENTED       CA-071
 EV0385  HISTORY     - 19941011 MARK NOT FOUND   USPSQD
 EV0385
 EV0385                          STATION DESCRIPTION
 EV0385
 EV0385'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0385'0.4 MI N FROM YUCCA VALLEY.
 EV0385'0.45 MILES NORTHERLY ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0385'JUNCTION OLD WOMAN SPRINGS ROAD AND 29 PALMS ROAD (STATE HWY 62),
 EV0385'43 FEET EAST FROM OLD WOMAN SPRINGS ROAD, 30 FEET NORTH OF
 EV0385'CRESTVIEW DRIVE, 2.5 FEET BELOW OLD WOMAN SPRINGS ROAD, SET
 EV0385'RAILROAD SPIKE IN POWER POLE AT FOOT OF HILL.
 EV0385
 EV0385                          STATION RECOVERY (1994)
 EV0385
 EV0385'RECOVERY NOTE BY US POWER SQUADRON 1994
 EV0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0386 ***********************************************************************
 EV0386  DESIGNATION -  705 22
 EV0386  PID         -  EV0386
 EV0386  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0386  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0386
 EV0386                         *CURRENT SURVEY CONTROL
 EV0386  ___________________________________________________________________
 EV0386* NAD 83(1986)-  34 08 15.     (N)    116 24 45.     (W)     SCALED    
 EV0386* NAVD 88     -      1041.316  (meters)    3416.38   (feet)  READJUSTED
 EV0386  ___________________________________________________________________
 EV0386  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EV0386  DYNAMIC HT  -        1040.000 (meters)    3412.07  (feet)  COMP
 EV0386  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 EV0386
 EV0386  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0386
 EV0386.The horizontal coordinates were scaled from a topographic map and have
 EV0386.an estimated accuracy of +/- 6 seconds.
 EV0386
 EV0386.The orthometric height was determined by differential leveling
 EV0386.and adjusted in February 1993.
 EV0386.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0386.distribution rate of 0.0 thru 1.0 mm/km.
 EV0386.The height was derived from older observations constrained to new
 EV0386.heights in a crustal motion area.  The height is approximate in
 EV0386.relation to other heights in its vicinity.
 EV0386
 EV0386.The geoid height was determined by GEOID03.
 EV0386
 EV0386.The dynamic height is computed by dividing the NAVD 88
 EV0386.geopotential number by the normal gravity value computed on the
 EV0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0386.degrees latitude (g = 980.6199 gals.).
 EV0386
 EV0386.The modeled gravity was interpolated from observed gravity values.
 EV0386
 EV0386;                    North         East    Units  Estimated Accuracy
 EV0386;SPC CA 5     -   571,870.    2,146,420.      MT  (+/- 180 meters Scaled)
 EV0386
 EV0386                          SUPERSEDED SURVEY CONTROL
 EV0386
 EV0386  NGVD 29 (??/??/92) 1040.482  (m)         3413.65   (f) ADJ UNCH    1 1
 EV0386
 EV0386.Superseded values are not recommended for survey control.
 EV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0386.See file dsdata.txt to determine how the superseded data were derived.
 EV0386
 EV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT541775(NAD 83)
 EV0386_MARKER: DD = SURVEY DISK
 EV0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0386_STAMPING: 705-23 1968
 EV0386_PROJECTION: PROJECTING 13 CENTIMETERS
 EV0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0386+STABILITY: SURFACE MOTION
 EV0386
 EV0386  HISTORY     - Date     Condition        Report By
 EV0386  HISTORY     - 1969     MONUMENTED       CA-071
 EV0386  HISTORY     - 1976     GOOD             NGS
 EV0386  HISTORY     - 1978     GOOD             NGS
 EV0386  HISTORY     - 1983     GOOD             USGS
 EV0386  HISTORY     - 19941011 GOOD             USPSQD
 EV0386
 EV0386                          STATION DESCRIPTION
 EV0386
 EV0386'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0386'1 MI N FROM YUCCA VALLEY.
 EV0386'1.0 MILES NORTHERLY ALONG THE OLD WOMAN SPRINGS ROAD FROM THE
 EV0386'JUNCTION OF 29 PALMS ROAD (STATE HIGHWAY 62) SET BRASS DISK IN
 EV0386'8 IN X 8 IN X 4 FT CONCRETE MONUMENT IN SOUTHWEST CORNER OF OLD
 EV0386'WOMAN SPRINGS ROAD AND FARRELO ROAD, 42 FEET WEST OF OLD WOMAN
 EV0386'SPRINGS ROAD, 46 FEET SOUTH OF FARRELO ROAD, 4 FEET ABOVE OLD
 EV0386'WOMAN SPRINGS ROAD, 4.5 FEET WEST OF WHITE WITNESS POST, 9 FEET
 EV0386'EAST OF WESTERN HILLS SIGN, 0.6 FEET ABOVE THE GROUND.
 EV0386
 EV0386                          STATION RECOVERY (1976)
 EV0386
 EV0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV0386'2.0 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV0386'VALLEY, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 247 OLD WOMAN
 EV0386'SPRINGS ROAD AT THE T JUNCTION OF HIGHWAY 247 AND FARRELO ROAD, 52 FT.
 EV0386'WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FT. SOUTH OF THE CENTER
 EV0386'LINE OF THE ROAD, 9 FT. EAST OF THE CENTER OF THE WESTERN HILLS
 EV0386'ESTATES SIGN AT ENTRANCE TO ESTATES, 67 FT. SOUTHWEST OF THE CENTER
 EV0386'OF THE T JUNCTION.
 EV0386'THE MARK IS 4 FT  NW FROM A WITNESS POST.
 EV0386'THE MARK IS 4 FT ABOVE HIGHWAY.
 EV0386
 EV0386                          STATION RECOVERY (1978)
 EV0386
 EV0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0386'RECOVERED IN GOOD CONDITION.
 EV0386
 EV0386                          STATION RECOVERY (1983)
 EV0386
 EV0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0386'RECOVERED IN GOOD CONDITION.
 EV0386
 EV0386                          STATION RECOVERY (1994)
 EV0386
 EV0386'RECOVERY NOTE BY US POWER SQUADRON 1994
 EV0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0388 ***********************************************************************
 EV0388  DESIGNATION -  705 23
 EV0388  PID         -  EV0388
 EV0388  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0388  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0388
 EV0388                         *CURRENT SURVEY CONTROL
 EV0388  ___________________________________________________________________
 EV0388* NAD 83(1986)-  34 08 34.     (N)    116 24 59.     (W)     SCALED    
 EV0388* NAVD 88     -      1097.782  (meters)    3601.64   (feet)  READJUSTED
 EV0388  ___________________________________________________________________
 EV0388  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EV0388  DYNAMIC HT  -        1096.390 (meters)    3597.07  (feet)  COMP
 EV0388  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 EV0388
 EV0388  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0388
 EV0388.The horizontal coordinates were scaled from a topographic map and have
 EV0388.an estimated accuracy of +/- 6 seconds.
 EV0388
 EV0388.The orthometric height was determined by differential leveling
 EV0388.and adjusted in February 1993.
 EV0388.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0388.distribution rate of 0.0 thru 1.0 mm/km.
 EV0388.The height was derived from older observations constrained to new
 EV0388.heights in a crustal motion area.  The height is approximate in
 EV0388.relation to other heights in its vicinity.
 EV0388
 EV0388.The geoid height was determined by GEOID03.
 EV0388
 EV0388.The dynamic height is computed by dividing the NAVD 88
 EV0388.geopotential number by the normal gravity value computed on the
 EV0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0388.degrees latitude (g = 980.6199 gals.).
 EV0388
 EV0388.The modeled gravity was interpolated from observed gravity values.
 EV0388
 EV0388;                    North         East    Units  Estimated Accuracy
 EV0388;SPC CA 5     -   572,450.    2,146,050.      MT  (+/- 180 meters Scaled)
 EV0388
 EV0388                          SUPERSEDED SURVEY CONTROL
 EV0388
 EV0388  NGVD 29 (??/??/92) 1096.942  (m)         3598.88   (f) ADJ UNCH    1 1
 EV0388
 EV0388.Superseded values are not recommended for survey control.
 EV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0388.See file dsdata.txt to determine how the superseded data were derived.
 EV0388
 EV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT538781(NAD 83)
 EV0388_MARKER: DD = SURVEY DISK
 EV0388_SETTING: 80 = SET IN A BOULDER
 EV0388_SP_SET: BOULDER
 EV0388_STAMPING: 705-23 1968
 EV0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0388+STABILITY: SURFACE MOTION
 EV0388
 EV0388  HISTORY     - Date     Condition        Report By
 EV0388  HISTORY     - 1969     MONUMENTED       CA-071
 EV0388  HISTORY     - 1976     GOOD             NGS
 EV0388  HISTORY     - 1978     GOOD             NGS
 EV0388  HISTORY     - 1983     GOOD             USGS
 EV0388  HISTORY     - 19941011 GOOD             USPSQD
 EV0388
 EV0388                          STATION DESCRIPTION
 EV0388
 EV0388'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0388'1.5 MI N FROM YUCCA VALLEY.
 EV0388'1.5 MILES NORTHERLY ALONG THE OLD WOMAN SPRINGS ROAD FROM THE
 EV0388'JUNCTION OF OLD WOMAN SPRINGS ROAD AND 29 PALMS ROAD (STATE
 EV0388'HIGHWAY 62), 45 FEET WESTERLY OF OLD WOMAN SPRINGS ROAD, 35 FEET
 EV0388'SOUTH OF SAN JUAN ROAD EXTENDED, SET BRASS DISK IN LARGE GRANITE
 EV0388'BOULDER, 5.5 FEET ABOVE OLD WOMAN SPRINGS ROAD, 1.5 FEET
 EV0388'SOUTHWEST OF WHITE WITNESS POST.
 EV0388
 EV0388                          STATION RECOVERY (1976)
 EV0388
 EV0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV0388'2.0 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT YUCCA
 EV0388'VALLEY, THENCE 1.5 MILE NORTH ALONG STATE HIGHWAY 247, AT THE T
 EV0388'JUNCTION OF HIGHWAY 247 AND SAN JUAN ROAD, 52 FT. WEST OF THE CENTER
 EV0388'OF THE HIGHWAY, 34 FT. SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD,
 EV0388'62 FT. SOUTHWEST OF THE CENTER OF THE T JUNCTION, IN TOP OF A 3 BY 4
 EV0388'FT. GRANITE ROCK PROJECTING 1 FT. ABOVE THE GROUND.
 EV0388'THE MARK IS 2 FT  S FROM A WITNESS POST.
 EV0388'THE MARK IS 5 FT ABOVE HIGHWAY.
 EV0388
 EV0388                          STATION RECOVERY (1978)
 EV0388
 EV0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0388'RECOVERED IN GOOD CONDITION.
 EV0388
 EV0388                          STATION RECOVERY (1983)
 EV0388
 EV0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0388'RECOVERED IN GOOD CONDITION.
 EV0388
 EV0388                          STATION RECOVERY (1994)
 EV0388
 EV0388'RECOVERY NOTE BY US POWER SQUADRON 1994
 EV0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0389 ***********************************************************************
 EV0389  DESIGNATION -  705 24
 EV0389  PID         -  EV0389
 EV0389  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0389  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0389
 EV0389                         *CURRENT SURVEY CONTROL
 EV0389  ___________________________________________________________________
 EV0389* NAD 83(1986)-  34 08 53.     (N)    116 25 06.     (W)     SCALED    
 EV0389* NAVD 88     -      1133.416  (meters)    3718.55   (feet)  READJUSTED
 EV0389  ___________________________________________________________________
 EV0389  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EV0389  DYNAMIC HT  -        1131.970 (meters)    3713.80  (feet)  COMP
 EV0389  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 EV0389
 EV0389  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0389
 EV0389.The horizontal coordinates were scaled from a topographic map and have
 EV0389.an estimated accuracy of +/- 6 seconds.
 EV0389
 EV0389.The orthometric height was determined by differential leveling
 EV0389.and adjusted in February 1993.
 EV0389.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0389.distribution rate of 0.0 thru 1.0 mm/km.
 EV0389.The height was derived from older observations constrained to new
 EV0389.heights in a crustal motion area.  The height is approximate in
 EV0389.relation to other heights in its vicinity.
 EV0389
 EV0389.The geoid height was determined by GEOID03.
 EV0389
 EV0389.The dynamic height is computed by dividing the NAVD 88
 EV0389.geopotential number by the normal gravity value computed on the
 EV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0389.degrees latitude (g = 980.6199 gals.).
 EV0389
 EV0389.The modeled gravity was interpolated from observed gravity values.
 EV0389
 EV0389;                    North         East    Units  Estimated Accuracy
 EV0389;SPC CA 5     -   573,030.    2,145,860.      MT  (+/- 180 meters Scaled)
 EV0389
 EV0389                          SUPERSEDED SURVEY CONTROL
 EV0389
 EV0389  NGVD 29 (??/??/92) 1132.571  (m)         3715.78   (f) ADJ UNCH    1 1
 EV0389
 EV0389.Superseded values are not recommended for survey control.
 EV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0389.See file dsdata.txt to determine how the superseded data were derived.
 EV0389
 EV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT536787(NAD 83)
 EV0389_MARKER: DD = SURVEY DISK
 EV0389_SETTING: 80 = SET IN A BOULDER
 EV0389_SP_SET: BOULDER
 EV0389_STAMPING: 705-24 1968
 EV0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0389+STABILITY: SURFACE MOTION
 EV0389
 EV0389  HISTORY     - Date     Condition        Report By
 EV0389  HISTORY     - 1969     MONUMENTED       CA-071
 EV0389  HISTORY     - 1978     GOOD             NGS
 EV0389  HISTORY     - 1983     GOOD             USGS
 EV0389  HISTORY     - 19941011 GOOD             USPSQD
 EV0389
 EV0389                          STATION DESCRIPTION
 EV0389
 EV0389'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0389'1.9 MI N FROM YUCCA VALLEY.
 EV0389'1.9 MILES NORTHERLY ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0389'JUNCTION OF THE OLD WOMAN SPRINGS ROAD AND THE 29 PALMS ROAD
 EV0389'(STATE HIGHWAY 62), 2 MILES SOUTHERLY FROM THE TOP HIGH MOUNTAIN,
 EV0389'87 FEET EASTERLY OF OLD WOMAN SPRINGS ROAD, 315 FEET NORTH OF
 EV0389'EL CORTEZ ROAD, SET BRASS DISK IN LARGE GRANITE BOULDER, 2.5 FEET
 EV0389'BELOW OLD WOMAN SPRINGS ROAD, 6 FEET EAST FROM WHITE WITNESS
 EV0389'POST.
 EV0389
 EV0389                          STATION RECOVERY (1978)
 EV0389
 EV0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0389'1.9 MILES NORTH ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION OF
 EV0389'STATE HIGHWAY 62 AT YUCCA VALLEY, 0.05 MILE NORTH OF THE JUNCTION OF
 EV0389'EL CORTEZ ROAD, 87 FEET EAST OF THE CENTER LINE OF THE ROAD, AT THE
 EV0389'SOUTHWEST BASE OF A ROCKY HILL, IN THE TOP OF A SMALL EMBEDDED BOULDER
 EV0389'PROJECTING 14 INCHES.
 EV0389
 EV0389                          STATION RECOVERY (1983)
 EV0389
 EV0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0389'RECOVERED IN GOOD CONDITION.
 EV0389
 EV0389                          STATION RECOVERY (1994)
 EV0389
 EV0389'RECOVERY NOTE BY US POWER SQUADRON 1994
 EV0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0391 ***********************************************************************
 EV0391  DESIGNATION -  705 25
 EV0391  PID         -  EV0391
 EV0391  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0391  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0391
 EV0391                         *CURRENT SURVEY CONTROL
 EV0391  ___________________________________________________________________
 EV0391* NAD 83(1986)-  34 09 15.     (N)    116 25 10.     (W)     SCALED    
 EV0391* NAVD 88     -      1148.593  (meters)    3768.34   (feet)  READJUSTED
 EV0391  ___________________________________________________________________
 EV0391  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EV0391  DYNAMIC HT  -        1147.130 (meters)    3763.54  (feet)  COMP
 EV0391  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 EV0391
 EV0391  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0391
 EV0391.The horizontal coordinates were scaled from a topographic map and have
 EV0391.an estimated accuracy of +/- 6 seconds.
 EV0391
 EV0391.The orthometric height was determined by differential leveling
 EV0391.and adjusted in February 1993.
 EV0391.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0391.distribution rate of 0.0 thru 1.0 mm/km.
 EV0391.The height was derived from older observations constrained to new
 EV0391.heights in a crustal motion area.  The height is approximate in
 EV0391.relation to other heights in its vicinity.
 EV0391
 EV0391.The geoid height was determined by GEOID03.
 EV0391
 EV0391.The dynamic height is computed by dividing the NAVD 88
 EV0391.geopotential number by the normal gravity value computed on the
 EV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0391.degrees latitude (g = 980.6199 gals.).
 EV0391
 EV0391.The modeled gravity was interpolated from observed gravity values.
 EV0391
 EV0391;                    North         East    Units  Estimated Accuracy
 EV0391;SPC CA 5     -   573,710.    2,145,750.      MT  (+/- 180 meters Scaled)
 EV0391
 EV0391                          SUPERSEDED SURVEY CONTROL
 EV0391
 EV0391  NGVD 29 (??/??/92) 1147.746  (m)         3765.56   (f) ADJ UNCH    1 1
 EV0391
 EV0391.Superseded values are not recommended for survey control.
 EV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0391.See file dsdata.txt to determine how the superseded data were derived.
 EV0391
 EV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT535794(NAD 83)
 EV0391_MARKER: DD = SURVEY DISK
 EV0391_SETTING: 80 = SET IN A BOULDER
 EV0391_SP_SET: BOULDER
 EV0391_STAMPING: 705-25 1968
 EV0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0391+STABILITY: SURFACE MOTION
 EV0391
 EV0391  HISTORY     - Date     Condition        Report By
 EV0391  HISTORY     - 1969     MONUMENTED       CA-071
 EV0391  HISTORY     - 1978     GOOD             NGS
 EV0391  HISTORY     - 1983     GOOD             USGS
 EV0391
 EV0391                          STATION DESCRIPTION
 EV0391
 EV0391'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0391'2.3 MI NW FROM YUCCA VALLEY.
 EV0391'2.3 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0391'JUNCTION OF OLD WOMAN SPRINGS ROAD AND 29 PALMS HIGHWAY (STATE
 EV0391'HIGHWAY 62), 60 FEET WESTERLY OF OLD WOMAN SPRINGS ROAD, 51 FEET
 EV0391'WEST FROM GRIFFIS DRIVE, 6 FEET NORTHWEST FROM A WHITE WITNESS
 EV0391'POST, SET BRASS DISK IN GRANITE BOULDER 3 FEET X 2 FEET AND
 EV0391'PROJECTING 4 FEET ABOVE GROUND.
 EV0391
 EV0391                          STATION RECOVERY (1978)
 EV0391
 EV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0391'2.25 MILES NORTH ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION OF
 EV0391'STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE T JUNCTION OF GRIFFIS DRIVE
 EV0391'LEADING WEST, 55.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 91.5
 EV0391'FEET SOUTH OF POWER POLE 2073044 E WITH A GUY WIRE, 54 FEET SOUTH OF
 EV0391'THE CENTER LINE OF GRIFFIS DRIVE, IN THE TOP OF A SMALL EMBEDDED
 EV0391'BOULDER PROJECTING 4 INCHES.
 EV0391
 EV0391                          STATION RECOVERY (1983)
 EV0391
 EV0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0392 ***********************************************************************
 EV0392  DESIGNATION -  705 26
 EV0392  PID         -  EV0392
 EV0392  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0392  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0392
 EV0392                         *CURRENT SURVEY CONTROL
 EV0392  ___________________________________________________________________
 EV0392* NAD 83(1986)-  34 09 37.     (N)    116 25 18.     (W)     SCALED    
 EV0392* NAVD 88     -      1143.26   (+/-2cm)    3750.8    (feet)  VERTCON   
 EV0392  ___________________________________________________________________
 EV0392  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EV0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0392
 EV0392.The horizontal coordinates were scaled from a topographic map and have
 EV0392.an estimated accuracy of +/- 6 seconds.
 EV0392
 EV0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0392.The vertical order pertains to the NGVD 29 superseded value.
 EV0392
 EV0392.The geoid height was determined by GEOID03.
 EV0392
 EV0392;                    North         East    Units  Estimated Accuracy
 EV0392;SPC CA 5     -   574,380.    2,145,530.      MT  (+/- 180 meters Scaled)
 EV0392
 EV0392                          SUPERSEDED SURVEY CONTROL
 EV0392
 EV0392  NGVD 29 (??/??/92) 1142.423  (m)         3748.10   (f) ADJ UNCH    1 2
 EV0392
 EV0392.Superseded values are not recommended for survey control.
 EV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0392.See file dsdata.txt to determine how the superseded data were derived.
 EV0392
 EV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT533800(NAD 83)
 EV0392_MARKER: Z = SEE DESCRIPTION
 EV0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0392_SP_SET: CONCRETE OIL CAN
 EV0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0392
 EV0392  HISTORY     - Date     Condition        Report By
 EV0392  HISTORY     - 1969     MONUMENTED       CA-071
 EV0392
 EV0392                          STATION DESCRIPTION
 EV0392
 EV0392'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0392'2.8 MI NW FROM YUCCA VALLEY.
 EV0392'2.8 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0392'OF THE OLD WOMAN SPRINGS ROAD AND 29 PALMS ROAD (STATE HIGHWAY 62),
 EV0392'47 FEET WESTERLY OF CENTERLINE OF OLD WOMAN SPRINGS ROAD, 18 FEET
 EV0392'WEST OF CHIPMUNK TRAIL, SET REINFORCING ROD IN OIL CAN FILLED WITH
 EV0392'CONCRETE, 5 FEET NORTHWEST OF A YELLOW POST WITH BM PAINTED ON IT, 2
 EV0392'FEET ABOVE ROAD.  A SBCO SURV BRASS TAG WIRED TO REINFORCED ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0394 ***********************************************************************
 EV0394  DESIGNATION -  705 27
 EV0394  PID         -  EV0394
 EV0394  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0394  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0394
 EV0394                         *CURRENT SURVEY CONTROL
 EV0394  ___________________________________________________________________
 EV0394* NAD 83(1986)-  34 10 35.     (N)    116 25 34.     (W)     SCALED    
 EV0394* NAVD 88     -      1129.97   (+/-2cm)    3707.2    (feet)  VERTCON   
 EV0394  ___________________________________________________________________
 EV0394  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EV0394  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0394
 EV0394.The horizontal coordinates were scaled from a topographic map and have
 EV0394.an estimated accuracy of +/- 6 seconds.
 EV0394
 EV0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0394.The vertical order pertains to the NGVD 29 superseded value.
 EV0394
 EV0394.The geoid height was determined by GEOID03.
 EV0394
 EV0394;                    North         East    Units  Estimated Accuracy
 EV0394;SPC CA 5     -   576,170.    2,145,090.      MT  (+/- 180 meters Scaled)
 EV0394
 EV0394                          SUPERSEDED SURVEY CONTROL
 EV0394
 EV0394  NGVD 29 (??/??/92) 1129.131  (m)         3704.49   (f) ADJ UNCH    1 2
 EV0394
 EV0394.Superseded values are not recommended for survey control.
 EV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0394.See file dsdata.txt to determine how the superseded data were derived.
 EV0394
 EV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT528818(NAD 83)
 EV0394_MARKER: S = SPIKE
 EV0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0394_SP_SET: RAILROAD SPIKE
 EV0394_STAMPING: CA-071    BM 705-27
 EV0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0394
 EV0394  HISTORY     - Date     Condition        Report By
 EV0394  HISTORY     - UNK      MONUMENTED       CA-071
 EV0394  HISTORY     - 1969     GOOD             CA-071
 EV0394
 EV0394                          STATION DESCRIPTION
 EV0394
 EV0394'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0394'3.9 MI NW FROM YUCCA VALLEY.
 EV0394'3.9 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0394'JUNCTION OF OLD WOMAN SPRINGS ROAD AND TWENTY-NINE PALMS ROAD,
 EV0394'165 FEET SOUTHWEST FROM THE CENTER OF OLD WOMAN SPRINGS ROAD,
 EV0394'216 FEET EAST FROM CENTER LINE OF SUNSET AVE. (A DIRT ROAD), 45
 EV0394'FEET NORTH OF A WHITE HOUSE, SET RAIL ROAD SPIKE IN POWER POLE
 EV0394'174111E, 6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0396 ***********************************************************************
 EV0396  DESIGNATION -  705 28
 EV0396  PID         -  EV0396
 EV0396  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0396  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0396
 EV0396                         *CURRENT SURVEY CONTROL
 EV0396  ___________________________________________________________________
 EV0396* NAD 83(1986)-  34 11 28.     (N)    116 26 05.     (W)     SCALED    
 EV0396* NAVD 88     -      1113.79   (+/-2cm)    3654.2    (feet)  VERTCON   
 EV0396  ___________________________________________________________________
 EV0396  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 EV0396  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0396
 EV0396.The horizontal coordinates were scaled from a topographic map and have
 EV0396.an estimated accuracy of +/- 6 seconds.
 EV0396
 EV0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0396.The vertical order pertains to the NGVD 29 superseded value.
 EV0396
 EV0396.The geoid height was determined by GEOID03.
 EV0396
 EV0396;                    North         East    Units  Estimated Accuracy
 EV0396;SPC CA 5     -   577,790.    2,144,270.      MT  (+/- 180 meters Scaled)
 EV0396
 EV0396                          SUPERSEDED SURVEY CONTROL
 EV0396
 EV0396  NGVD 29 (??/??/92) 1112.941  (m)         3651.37   (f) ADJ UNCH    1 2
 EV0396
 EV0396.Superseded values are not recommended for survey control.
 EV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0396.See file dsdata.txt to determine how the superseded data were derived.
 EV0396
 EV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT520834(NAD 83)
 EV0396_MARKER: DD = SURVEY DISK
 EV0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0396_SP_SET: REINFORCING ROD IN OIL CAN
 EV0396_STAMPING: BM 1968
 EV0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0396
 EV0396  HISTORY     - Date     Condition        Report By
 EV0396  HISTORY     - 1969     MONUMENTED       CA-071
 EV0396  HISTORY     - 1983     GOOD             USGS
 EV0396
 EV0396                          STATION DESCRIPTION
 EV0396
 EV0396'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0396'5 MI NW FROM YUCCA VALLEY.
 EV0396'5.9 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0396'JUNCTION OF 29 PALMS ROAD (STATE HIGHWAY 62) AND OLD WOMAN
 EV0396'SPRINGS ROAD, 360 FEET NORTHWESTERLY OF CENTER LINE OF ABERDEEN
 EV0396'DRIVE, 200 FEET SOUTHEASTERLY OF TOP OF LARGE ARROYO, 44 FEET
 EV0396'NORTHEASTERLY OF CENTERLINE OF HIGHWAY, SET REINFORCING ROD IN
 EV0396'OIL CAN FILLED WITH CONCRETE, AND 3 FEET ABOVE PAVEMENT.
 EV0396
 EV0396                          STATION RECOVERY (1983)
 EV0396
 EV0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0398 ***********************************************************************
 EV0398  DESIGNATION -  705 29
 EV0398  PID         -  EV0398
 EV0398  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0398  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0398
 EV0398                         *CURRENT SURVEY CONTROL
 EV0398  ___________________________________________________________________
 EV0398* NAD 83(1986)-  34 11 59.     (N)    116 26 40.     (W)     SCALED    
 EV0398* NAVD 88     -      1108.45   (+/-2cm)    3636.6    (feet)  VERTCON   
 EV0398  ___________________________________________________________________
 EV0398  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EV0398  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0398
 EV0398.The horizontal coordinates were scaled from a topographic map and have
 EV0398.an estimated accuracy of +/- 6 seconds.
 EV0398
 EV0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0398.The vertical order pertains to the NGVD 29 superseded value.
 EV0398
 EV0398.The geoid height was determined by GEOID03.
 EV0398
 EV0398;                    North         East    Units  Estimated Accuracy
 EV0398;SPC CA 5     -   578,730.    2,143,360.      MT  (+/- 180 meters Scaled)
 EV0398
 EV0398                          SUPERSEDED SURVEY CONTROL
 EV0398
 EV0398  NGVD 29 (??/??/92) 1107.605  (m)         3633.87   (f) ADJ UNCH    1 2
 EV0398
 EV0398.Superseded values are not recommended for survey control.
 EV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0398.See file dsdata.txt to determine how the superseded data were derived.
 EV0398
 EV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT511844(NAD 83)
 EV0398_MARKER: Z = SEE DESCRIPTION
 EV0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0398_SP_SET: REINFORCING ROD IN OIL CAN
 EV0398_STAMPING: BM
 EV0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0398
 EV0398  HISTORY     - Date     Condition        Report By
 EV0398  HISTORY     - UNK      MONUMENTED       CA-071
 EV0398  HISTORY     - 1969     GOOD             CA-071
 EV0398
 EV0398                          STATION DESCRIPTION
 EV0398
 EV0398'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0398'5.9 MI NW FROM YUCCA VALLEY.
 EV0398'5.9 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0398'JUNCTION OF 29 PALMS ROAD AND OLD WOMAN SPRINGS ROAD AT INSIDE
 EV0398'OF LARGE CURVE, 0.15 MI. NORTHWEST FROM TOP OF LARGE ARROYO, 58
 EV0398'FEET EAST OF CENTER LINE OF OLD WOMAN SPRINGS ROAD, SET
 EV0398'REINFORCING ROD IN OIL CAN FILLED WITH CONCRETE, 1.5 FEET BELOW
 EV0398'CENTER LINE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0399 ***********************************************************************
 EV0399  DESIGNATION -  705 30
 EV0399  PID         -  EV0399
 EV0399  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0399  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0399
 EV0399                         *CURRENT SURVEY CONTROL
 EV0399  ___________________________________________________________________
 EV0399* NAD 83(1986)-  34 12 15.     (N)    116 26 29.     (W)     SCALED    
 EV0399* NAVD 88     -      1092.956  (meters)    3585.81   (feet)  READJUSTED
 EV0399  ___________________________________________________________________
 EV0399  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 EV0399  DYNAMIC HT  -        1091.580 (meters)    3581.29  (feet)  COMP
 EV0399  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 EV0399
 EV0399  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0399
 EV0399.The horizontal coordinates were scaled from a topographic map and have
 EV0399.an estimated accuracy of +/- 6 seconds.
 EV0399
 EV0399.The orthometric height was determined by differential leveling
 EV0399.and adjusted in February 1993.
 EV0399.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0399.distribution rate of 0.0 thru 1.0 mm/km.
 EV0399.The height was derived from older observations constrained to new
 EV0399.heights in a crustal motion area.  The height is approximate in
 EV0399.relation to other heights in its vicinity.
 EV0399
 EV0399.The geoid height was determined by GEOID03.
 EV0399
 EV0399.The dynamic height is computed by dividing the NAVD 88
 EV0399.geopotential number by the normal gravity value computed on the
 EV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0399.degrees latitude (g = 980.6199 gals.).
 EV0399
 EV0399.The modeled gravity was interpolated from observed gravity values.
 EV0399
 EV0399;                    North         East    Units  Estimated Accuracy
 EV0399;SPC CA 5     -   579,220.    2,143,640.      MT  (+/- 180 meters Scaled)
 EV0399
 EV0399                          SUPERSEDED SURVEY CONTROL
 EV0399
 EV0399  NGVD 29 (??/??/92) 1092.118  (m)         3583.06   (f) ADJ UNCH    1 1
 EV0399
 EV0399.Superseded values are not recommended for survey control.
 EV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0399.See file dsdata.txt to determine how the superseded data were derived.
 EV0399
 EV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT514849(NAD 83)
 EV0399_MARKER: DD = SURVEY DISK
 EV0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0399_STAMPING: 705-30 1968
 EV0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0399+STABILITY: SURFACE MOTION
 EV0399
 EV0399  HISTORY     - Date     Condition        Report By
 EV0399  HISTORY     - 1969     MONUMENTED       CA-071
 EV0399  HISTORY     - 1978     GOOD             NGS
 EV0399  HISTORY     - 1983     GOOD             USGS
 EV0399
 EV0399                          STATION DESCRIPTION
 EV0399
 EV0399'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0399'6.2 MI NW FROM YUCCA VALLEY.
 EV0399'6.2 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD, FROM THE
 EV0399'JUNCTION OF 29 PALMS ROAD AND OLD WOMAN SPRINGS ROAD, 0.3 MILE
 EV0399'SOUTH-EAST OF CLARK ROAD, 104 FEET NORTH OF INTERSECTION OF
 EV0399'OLD HIGHWAY (DIRT ROAD) AND PRESENT PAVED ROAD, 48 FEET EAST OF
 EV0399'CENTER LINE PAVED ROAD, SET BRASS DISK IN 8 IN X 4 FOOT CONCRETE
 EV0399'MONUMENT, 2 FEET ABOVE PAVED ROAD AND 3.5 FEET NORTH OF WHITE
 EV0399'WITNESS POST.
 EV0399
 EV0399                          STATION RECOVERY (1978)
 EV0399
 EV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0399'6.25 MILES NORTH ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION OF
 EV0399'STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE JUNCTION OF A DIRT ROAD
 EV0399'LEADING NORTH, 0.35 MILE SOUTHWEST OF THE JUNCTION OF LA BRISA DRIVE
 EV0399'AND A POWERLINE CROSSING, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EV0399'ROAD.
 EV0399
 EV0399                          STATION RECOVERY (1983)
 EV0399
 EV0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0401 ***********************************************************************
 EV0401  DESIGNATION -  705 31
 EV0401  PID         -  EV0401
 EV0401  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0401  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0401
 EV0401                         *CURRENT SURVEY CONTROL
 EV0401  ___________________________________________________________________
 EV0401* NAD 83(1986)-  34 12 30.     (N)    116 26 27.     (W)     SCALED    
 EV0401* NAVD 88     -      1089.31   (+/-2cm)    3573.8    (feet)  VERTCON   
 EV0401  ___________________________________________________________________
 EV0401  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 EV0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0401
 EV0401.The horizontal coordinates were scaled from a topographic map and have
 EV0401.an estimated accuracy of +/- 6 seconds.
 EV0401
 EV0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0401.The vertical order pertains to the NGVD 29 superseded value.
 EV0401
 EV0401.The geoid height was determined by GEOID03.
 EV0401
 EV0401;                    North         East    Units  Estimated Accuracy
 EV0401;SPC CA 5     -   579,690.    2,143,680.      MT  (+/- 180 meters Scaled)
 EV0401
 EV0401                          SUPERSEDED SURVEY CONTROL
 EV0401
 EV0401  NGVD 29 (??/??/92) 1088.465  (m)         3571.07   (f) ADJ UNCH    1 2
 EV0401
 EV0401.Superseded values are not recommended for survey control.
 EV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0401.See file dsdata.txt to determine how the superseded data were derived.
 EV0401
 EV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT515853(NAD 83)
 EV0401_MARKER: S = SPIKE
 EV0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0401_SP_SET: RAILROAD SPIKE
 EV0401_STAMPING: CA-071    705-31 1968
 EV0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0401
 EV0401  HISTORY     - Date     Condition        Report By
 EV0401  HISTORY     - 1969     MONUMENTED       CA-071
 EV0401
 EV0401                          STATION DESCRIPTION
 EV0401
 EV0401'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0401'6.7 MI NW FROM YUCCA VALLEY.
 EV0401'6.7 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0401'JUNCTION OF 29 PALMS ROAD (STATE HIGHWAY 62) AND OLD WOMAN
 EV0401'SPRINGS ROAD, ONE POLE NORTHWEST OF THE CORNER OF CLARK RD. AND
 EV0401'CONNERS ROAD, 216 FEET NORTHWEST CLARK RD., 8 FEET WESTERLY OF
 EV0401'CONNORS ROAD, 0.25 MILE WEST OF OLD WOMAN SPRINGS ROAD, SET R.R.
 EV0401'SPIKE IN POWER POLE 1741895E, AND ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0403 ***********************************************************************
 EV0403  DESIGNATION -  705 32
 EV0403  PID         -  EV0403
 EV0403  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0403  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0403
 EV0403                         *CURRENT SURVEY CONTROL
 EV0403  ___________________________________________________________________
 EV0403* NAD 83(1986)-  34 13 09.     (N)    116 26 33.     (W)     SCALED    
 EV0403* NAVD 88     -      1061.71   (+/-2cm)    3483.3    (feet)  VERTCON   
 EV0403  ___________________________________________________________________
 EV0403  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EV0403  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0403
 EV0403.The horizontal coordinates were scaled from a topographic map and have
 EV0403.an estimated accuracy of +/- 6 seconds.
 EV0403
 EV0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0403.The vertical order pertains to the NGVD 29 superseded value.
 EV0403
 EV0403.The geoid height was determined by GEOID03.
 EV0403
 EV0403;                    North         East    Units  Estimated Accuracy
 EV0403;SPC CA 5     -   580,890.    2,143,510.      MT  (+/- 180 meters Scaled)
 EV0403
 EV0403                          SUPERSEDED SURVEY CONTROL
 EV0403
 EV0403  NGVD 29 (??/??/92) 1060.868  (m)         3480.53   (f) ADJ UNCH    1 2
 EV0403
 EV0403.Superseded values are not recommended for survey control.
 EV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0403.See file dsdata.txt to determine how the superseded data were derived.
 EV0403
 EV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT513865(NAD 83)
 EV0403_MARKER: S = SPIKE
 EV0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0403_SP_SET: RAILROAD SPIKE
 EV0403_STAMPING: CA-071    705-32 1968
 EV0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0403
 EV0403  HISTORY     - Date     Condition        Report By
 EV0403  HISTORY     - 1969     MONUMENTED       CA-071
 EV0403
 EV0403                          STATION DESCRIPTION
 EV0403
 EV0403'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0403'7.6 MI NW FROM YUCCA VALLEY.
 EV0403'7.6 MILES NORTHWEST ALONG THE OLD WOMAN SPRINGS ROAD FROM THE
 EV0403'JUNCTION OF 29 PALMS ROAD (STATE HWY 62) AND OLD WOMAN SPRINGS
 EV0403'ROAD, 139.5 FEET WEST OF CONNERS ROAD AND 120.5 FEET SOUTH OF
 EV0403'RODGERS ROAD, 0.25 MILE WEST OF OLD WOMAN SPRINGS ROAD ON OLD
 EV0403'DIRT ROAD PARALLEL TO MAIN ROAD, SET R.R. SPIKE IN POWER POLE
 EV0403'1741718 E, AND 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0405 ***********************************************************************
 EV0405  DESIGNATION -  705 33
 EV0405  PID         -  EV0405
 EV0405  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0405  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0405
 EV0405                         *CURRENT SURVEY CONTROL
 EV0405  ___________________________________________________________________
 EV0405* NAD 83(1986)-  34 14 06.     (N)    116 26 23.     (W)     SCALED    
 EV0405* NAVD 88     -      1054.29   (+/-2cm)    3458.9    (feet)  VERTCON   
 EV0405  ___________________________________________________________________
 EV0405  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EV0405  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0405
 EV0405.The horizontal coordinates were scaled from a topographic map and have
 EV0405.an estimated accuracy of +/- 6 seconds.
 EV0405
 EV0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0405.The vertical order pertains to the NGVD 29 superseded value.
 EV0405
 EV0405.The geoid height was determined by GEOID03.
 EV0405
 EV0405;                    North         East    Units  Estimated Accuracy
 EV0405;SPC CA 5     -   582,650.    2,143,740.      MT  (+/- 180 meters Scaled)
 EV0405
 EV0405                          SUPERSEDED SURVEY CONTROL
 EV0405
 EV0405  NGVD 29 (??/??/92) 1053.455  (m)         3456.21   (f) ADJ UNCH    1 2
 EV0405
 EV0405.Superseded values are not recommended for survey control.
 EV0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0405.See file dsdata.txt to determine how the superseded data were derived.
 EV0405
 EV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT515883(NAD 83)
 EV0405_MARKER: S = SPIKE
 EV0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0405_SP_SET: SPIKE
 EV0405_STAMPING: CA-071    705-33 1968
 EV0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0405
 EV0405  HISTORY     - Date     Condition        Report By
 EV0405  HISTORY     - 1968     MONUMENTED       CA-071
 EV0405
 EV0405                          STATION DESCRIPTION
 EV0405
 EV0405'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0405'8.7 MI NW FROM YUCCA VALLEY.
 EV0405'8.7 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE
 EV0405'JUNCTION WITH TWENTY-NINE PALMS HIGHWAY (STATE HWY 62), 50 FEET
 EV0405'WEST OF CENTER LINE OLD WOMAN SPRINGS ROAD, 25.5 FEET SOUTH OF A
 EV0405'DIRT ROAD CALLED RUTH LANE, 3 FEET ABOVE CENTER LINE OF ROAD,
 EV0405'SET SPIKE IN POWER POLE NUMBER 1742814E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0409 ***********************************************************************
 EV0409  DESIGNATION -  705 34
 EV0409  PID         -  EV0409
 EV0409  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0409  USGS QUAD   -  YUCCA VALLEY NORTH (1994)
 EV0409
 EV0409                         *CURRENT SURVEY CONTROL
 EV0409  ___________________________________________________________________
 EV0409* NAD 83(1986)-  34 14 54.     (N)    116 26 22.     (W)     SCALED    
 EV0409* NAVD 88     -      1057.82   (+/-2cm)    3470.5    (feet)  VERTCON   
 EV0409  ___________________________________________________________________
 EV0409  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EV0409  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0409
 EV0409.The horizontal coordinates were scaled from a topographic map and have
 EV0409.an estimated accuracy of +/- 6 seconds.
 EV0409
 EV0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0409.The vertical order pertains to the NGVD 29 superseded value.
 EV0409
 EV0409.The geoid height was determined by GEOID03.
 EV0409
 EV0409;                    North         East    Units  Estimated Accuracy
 EV0409;SPC CA 5     -   584,130.    2,143,740.      MT  (+/- 180 meters Scaled)
 EV0409
 EV0409                          SUPERSEDED SURVEY CONTROL
 EV0409
 EV0409  NGVD 29 (??/??/92) 1056.987  (m)         3467.80   (f) ADJ UNCH    1 2
 EV0409
 EV0409.Superseded values are not recommended for survey control.
 EV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0409.See file dsdata.txt to determine how the superseded data were derived.
 EV0409
 EV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT516898(NAD 83)
 EV0409_MARKER: S = SPIKE
 EV0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0409_SP_SET: RAILROAD SPIKE
 EV0409_STAMPING: 705-34-1968
 EV0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0409
 EV0409  HISTORY     - Date     Condition        Report By
 EV0409  HISTORY     - 1968     MONUMENTED       CA-071
 EV0409
 EV0409                          STATION DESCRIPTION
 EV0409
 EV0409'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0409'35.9 MI E FROM LUCERNE VALLEY.
 EV0409'35.9 MILES EAST ALONG LUCERNE VALLEY-TWENTY-NINE PALMS ROAD
 EV0409'(OLD WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERN VALLEY,
 EV0409'9.6 MILES NORTHWEST OF THE JUNCTION OF STATE HWY. 62 AND OLD
 EV0409'WOMAN SPRINGS ROAD, 0.3 MILE SOUTH FROM HANDLEY ROAD, 0.05 MILE
 EV0409'NORTH FROM MIRA STREET, 53 FEET WESTERLY FROM THE CENTER LINE
 EV0409'OF OLD WOMAN SPRINGS ROAD, 0.8 FOOT ABOVE GROUND, SET RAILROAD
 EV0409'SPIKE IN POWER POLE NUMBER 1691829E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0285 ***********************************************************************
 EV0285  DESIGNATION -  705 35
 EV0285  PID         -  EV0285
 EV0285  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0285  USGS QUAD   -  LANDERS (1972)
 EV0285
 EV0285                         *CURRENT SURVEY CONTROL
 EV0285  ___________________________________________________________________
 EV0285* NAD 83(1986)-  34 15 36.     (N)    116 26 26.     (W)     SCALED    
 EV0285* NAVD 88     -      1015.32   (+/-2cm)    3331.1    (feet)  VERTCON   
 EV0285  ___________________________________________________________________
 EV0285  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EV0285  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0285
 EV0285.The horizontal coordinates were scaled from a topographic map and have
 EV0285.an estimated accuracy of +/- 6 seconds.
 EV0285
 EV0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0285.The vertical order pertains to the NGVD 29 superseded value.
 EV0285
 EV0285.The geoid height was determined by GEOID03.
 EV0285
 EV0285;                    North         East    Units  Estimated Accuracy
 EV0285;SPC CA 5     -   585,420.    2,143,620.      MT  (+/- 180 meters Scaled)
 EV0285
 EV0285                          SUPERSEDED SURVEY CONTROL
 EV0285
 EV0285  NGVD 29 (??/??/92) 1014.491  (m)         3328.38   (f) ADJ UNCH    1 2
 EV0285
 EV0285.Superseded values are not recommended for survey control.
 EV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0285.See file dsdata.txt to determine how the superseded data were derived.
 EV0285
 EV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT515911(NAD 83)
 EV0285_MARKER: S = SPIKE
 EV0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0285_SP_SET: RAILROAD SPIKE
 EV0285_STAMPING: 705-35-1968
 EV0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0285
 EV0285  HISTORY     - Date     Condition        Report By
 EV0285  HISTORY     - 1968     MONUMENTED       CA-071
 EV0285
 EV0285                          STATION DESCRIPTION
 EV0285
 EV0285'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0285'35 MI E FROM LUCERNE VALLEY.
 EV0285'35.0 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0285'OFFICE AT LUCERNE VALLEY, 84 FEET NORTHEAST OF THE CENTER LINE
 EV0285'OF OLD WOMAN SPRINGS ROAD, 0.8 FOOT ABOVE GROUND, POWER POLE
 EV0285'NUMBER S-552 C.W.T. CO. AND 1696880E, 88 FEET SOUTHEAST FROM
 EV0285'CENTER LINE DIRT ROAD ON LINE WITH POWER POLE LINE, SET RAILROAD
 EV0285'SPIKE IN FIRST POWER POLE NORTH OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0287 ***********************************************************************
 EV0287  DESIGNATION -  705 36
 EV0287  PID         -  EV0287
 EV0287  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0287  USGS QUAD   -  LANDERS (1972)
 EV0287
 EV0287                         *CURRENT SURVEY CONTROL
 EV0287  ___________________________________________________________________
 EV0287* NAD 83(1986)-  34 16 05.     (N)    116 26 50.     (W)     SCALED    
 EV0287* NAVD 88     -      1048.74   (+/-2cm)    3440.7    (feet)  VERTCON   
 EV0287  ___________________________________________________________________
 EV0287  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EV0287  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0287
 EV0287.The horizontal coordinates were scaled from a topographic map and have
 EV0287.an estimated accuracy of +/- 6 seconds.
 EV0287
 EV0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0287.The vertical order pertains to the NGVD 29 superseded value.
 EV0287
 EV0287.The geoid height was determined by GEOID03.
 EV0287
 EV0287;                    North         East    Units  Estimated Accuracy
 EV0287;SPC CA 5     -   586,300.    2,142,990.      MT  (+/- 180 meters Scaled)
 EV0287
 EV0287                          SUPERSEDED SURVEY CONTROL
 EV0287
 EV0287  NGVD 29 (??/??/92) 1047.907  (m)         3438.01   (f) ADJ UNCH    1 2
 EV0287
 EV0287.Superseded values are not recommended for survey control.
 EV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0287.See file dsdata.txt to determine how the superseded data were derived.
 EV0287
 EV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT508920(NAD 83)
 EV0287_MARKER: Z = SEE DESCRIPTION
 EV0287_SETTING: 0 = UNSPECIFIED SETTING
 EV0287_STAMPING: 705-36-1968
 EV0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0287
 EV0287  HISTORY     - Date     Condition        Report By
 EV0287  HISTORY     - 1968     MONUMENTED       CA-071
 EV0287
 EV0287                          STATION DESCRIPTION
 EV0287
 EV0287'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0287'34.3 MI E FROM LUCERNE VALLEY.
 EV0287'34.3 MILES EAST ALONG LUCERNE VALLEY-TWENTY-NINE PALMS ROAD
 EV0287'(OLD WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERNE, 0.2
 EV0287'MILES WEST FROM RECHES ROAD, 46 FEET NORTHEAST FROM OLD WOMAN
 EV0287'SPRINGS ROAD, 27 FEET SOUTHWEST FROM DIRT ROAD, 1.0 FOOT BELOW
 EV0287'PAVEMENT OLD WOMAN SPRINGS ROAD, LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0289 ***********************************************************************
 EV0289  DESIGNATION -  705 37
 EV0289  PID         -  EV0289
 EV0289  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0289  USGS QUAD   -  LANDERS (1972)
 EV0289
 EV0289                         *CURRENT SURVEY CONTROL
 EV0289  ___________________________________________________________________
 EV0289* NAD 83(1986)-  34 16 23.     (N)    116 26 54.     (W)     SCALED    
 EV0289* NAVD 88     -      1053.990  (meters)    3457.97   (feet)  READJUSTED
 EV0289  ___________________________________________________________________
 EV0289  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EV0289  DYNAMIC HT  -        1052.690 (meters)    3453.70  (feet)  COMP
 EV0289  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 EV0289  OBS GRAVITY -     979,359.0   (mgal)                       GRAV_OBS
 EV0289
 EV0289  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0289
 EV0289.The horizontal coordinates were scaled from a topographic map and have
 EV0289.an estimated accuracy of +/- 6 seconds.
 EV0289
 EV0289.The orthometric height was determined by differential leveling
 EV0289.and adjusted in February 1993.
 EV0289.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0289.distribution rate of 0.0 thru 1.0 mm/km.
 EV0289.The height was derived from older observations constrained to new
 EV0289.heights in a crustal motion area.  The height is approximate in
 EV0289.relation to other heights in its vicinity.
 EV0289
 EV0289.The geoid height was determined by GEOID03.
 EV0289
 EV0289.The dynamic height is computed by dividing the NAVD 88
 EV0289.geopotential number by the normal gravity value computed on the
 EV0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0289.degrees latitude (g = 980.6199 gals.).
 EV0289
 EV0289.The modeled gravity was interpolated from observed gravity values.
 EV0289.The observed gravity was obtained from relative gravimeter ties
 EV0289.to the IGSN71 gravity network.
 EV0289
 EV0289;                    North         East    Units  Estimated Accuracy
 EV0289;SPC CA 5     -   586,850.    2,142,880.      MT  (+/- 180 meters Scaled)
 EV0289
 EV0289                          SUPERSEDED SURVEY CONTROL
 EV0289
 EV0289  NGVD 29 (??/??/92) 1053.160  (m)         3455.24   (f) ADJ UNCH    1 1
 EV0289
 EV0289.Superseded values are not recommended for survey control.
 EV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0289.See file dsdata.txt to determine how the superseded data were derived.
 EV0289
 EV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT507925(NAD 83)
 EV0289_MARKER: DD = SURVEY DISK
 EV0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0289_STAMPING: 705-37-1968
 EV0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0289+STABILITY: SURFACE MOTION
 EV0289
 EV0289  HISTORY     - Date     Condition        Report By
 EV0289  HISTORY     - 1968     MONUMENTED       CA-071
 EV0289  HISTORY     - 1978     GOOD             NGS
 EV0289  HISTORY     - 1983     GOOD             USGS
 EV0289
 EV0289                          STATION DESCRIPTION
 EV0289
 EV0289'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0289'33.9 MI E FROM LUCERNE VALLEY.
 EV0289'33.9 MILES EAST ALONG LUCERNE VALLEY-TWENTY-NINE PALMS RD.
 EV0289'(OLD WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERNE, 52
 EV0289'FEET NORTHEASTERLY OF CENTER LINE OF OLD WOMAN SPRINGS ROAD,
 EV0289'40 FEET SOUTH OF ENTRANCE TO DESERT ROOM, 19 FEET EAST OF
 EV0289'POWER POLE NUMBER 1697375E, 5 FEET EAST FROM WHITE WITNESS POST,
 EV0289'PROJECTING 0.6 FOOT ABOVE GROUND, 1 1/2 FEET BELOW PAVEMENT.
 EV0289
 EV0289                          STATION RECOVERY (1978)
 EV0289
 EV0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0289'11.2 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0289'OF STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE JUNCTION OF ALLEN DRIVE,
 EV0289'AT A POWERLINE CROSSING, 51 FEET EAST OF THE CENTER LINE OF THE RAOD,
 EV0289'43 FEET SOUTH OF THE CENTER LINE OF ALLEN DRIVE AND THE ENTRANCE TO
 EV0289'THE OASIS BAR, 18 FEET EAST OF POWER POLE 1697375 E.
 EV0289
 EV0289                          STATION RECOVERY (1983)
 EV0289
 EV0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0290 ***********************************************************************
 EV0290  DESIGNATION -  705 38
 EV0290  PID         -  EV0290
 EV0290  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0290  USGS QUAD   -  LANDERS (1972)
 EV0290
 EV0290                         *CURRENT SURVEY CONTROL
 EV0290  ___________________________________________________________________
 EV0290* NAD 83(1986)-  34 16 51.     (N)    116 27 05.     (W)     SCALED    
 EV0290* NAVD 88     -      1046.96   (+/-2cm)    3434.9    (feet)  VERTCON   
 EV0290  ___________________________________________________________________
 EV0290  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EV0290  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0290
 EV0290.The horizontal coordinates were scaled from a topographic map and have
 EV0290.an estimated accuracy of +/- 6 seconds.
 EV0290
 EV0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0290.The vertical order pertains to the NGVD 29 superseded value.
 EV0290
 EV0290.The geoid height was determined by GEOID03.
 EV0290
 EV0290;                    North         East    Units  Estimated Accuracy
 EV0290;SPC CA 5     -   587,710.    2,142,580.      MT  (+/- 180 meters Scaled)
 EV0290
 EV0290                          SUPERSEDED SURVEY CONTROL
 EV0290
 EV0290  NGVD 29 (??/??/92) 1046.131  (m)         3432.18   (f) ADJ UNCH    1 2
 EV0290
 EV0290.Superseded values are not recommended for survey control.
 EV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0290.See file dsdata.txt to determine how the superseded data were derived.
 EV0290
 EV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT504934(NAD 83)
 EV0290_MARKER: Z = SEE DESCRIPTION
 EV0290_SETTING: 0 = UNSPECIFIED SETTING
 EV0290_STAMPING: 705-38-1968
 EV0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0290
 EV0290  HISTORY     - Date     Condition        Report By
 EV0290  HISTORY     - 1968     MONUMENTED       CA-071
 EV0290
 EV0290                          STATION DESCRIPTION
 EV0290
 EV0290'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0290'33.4 MI E FROM LUCERNE VALLEY.
 EV0290'33.4 MILES EAST (ALONG OLD WOMAN SPRINGS ROAD) FROM POST OFFICE
 EV0290'AT LUCERNE VALLEY, 44 FEET NORTHEAST OF CENTER LINE OF OLD
 EV0290'WOMAN SPRINGS ROAD, SET ON NORTH SIDE OF OLD WOMAN SPRINGS ROAD,
 EV0290'AT THE BEGINNING OF A CURVE TO THE EAST, 18 FEET SOUTH OF DIRT
 EV0290'ROAD RUNNING SAME DIRECTION AS OLD WOMAN SPRINGS ROAD LEVEL
 EV0290'WITH GROUND, 1.5 FEET BELOW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0292 ***********************************************************************
 EV0292  DESIGNATION -  705 39
 EV0292  PID         -  EV0292
 EV0292  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0292  USGS QUAD   -  LANDERS (1972)
 EV0292
 EV0292                         *CURRENT SURVEY CONTROL
 EV0292  ___________________________________________________________________
 EV0292* NAD 83(1986)-  34 17 24.     (N)    116 27 31.     (W)     SCALED    
 EV0292* NAVD 88     -      1052.21   (+/-2cm)    3452.1    (feet)  VERTCON   
 EV0292  ___________________________________________________________________
 EV0292  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 EV0292  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0292
 EV0292.The horizontal coordinates were scaled from a topographic map and have
 EV0292.an estimated accuracy of +/- 6 seconds.
 EV0292
 EV0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0292.The vertical order pertains to the NGVD 29 superseded value.
 EV0292
 EV0292.The geoid height was determined by GEOID03.
 EV0292
 EV0292;                    North         East    Units  Estimated Accuracy
 EV0292;SPC CA 5     -   588,720.    2,141,900.      MT  (+/- 180 meters Scaled)
 EV0292
 EV0292                          SUPERSEDED SURVEY CONTROL
 EV0292
 EV0292  NGVD 29 (??/??/92) 1051.378  (m)         3449.40   (f) ADJ UNCH    1 2
 EV0292
 EV0292.Superseded values are not recommended for survey control.
 EV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0292.See file dsdata.txt to determine how the superseded data were derived.
 EV0292
 EV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT498944(NAD 83)
 EV0292_MARKER: Z = SEE DESCRIPTION
 EV0292_SETTING: 0 = UNSPECIFIED SETTING
 EV0292_STAMPING: 705-39-1968
 EV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0292
 EV0292  HISTORY     - Date     Condition        Report By
 EV0292  HISTORY     - 1968     MONUMENTED       CA-071
 EV0292
 EV0292                          STATION DESCRIPTION
 EV0292
 EV0292'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0292'32.5 MI E FROM LUCERNE VALLEY.
 EV0292'32.5 MILES EAST ALONG LUCERNE VALLEY-TWENTYNINE PALMS RD.
 EV0292'(OLD WOMAN SPRINGS RD) FROM THE POST OFFICE AT LUCERNE, 0.3
 EV0292'MILES EAST FROM LINN ROAD, 48 FEET SOUTH OF CENTER LINE OF
 EV0292'OLD WOMAN SPRINGS ROAD, 3 1/2 FEET ABOVE PAVEMENT, LEVEL WITH
 EV0292'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0430 ***********************************************************************
 EV0430  DESIGNATION -  705 4
 EV0430  PID         -  EV0430
 EV0430  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0430  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0430
 EV0430                         *CURRENT SURVEY CONTROL
 EV0430  ___________________________________________________________________
 EV0430* NAD 83(1986)-  34 03 50.     (N)    116 33 35.     (W)     SCALED    
 EV0430* NAVD 88     -       830.855  (meters)    2725.90   (feet)  READJUSTED
 EV0430  ___________________________________________________________________
 EV0430  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 EV0430  DYNAMIC HT  -         829.830 (meters)    2722.53  (feet)  COMP
 EV0430  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 EV0430
 EV0430  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EV0430
 EV0430.The horizontal coordinates were scaled from a topographic map and have
 EV0430.an estimated accuracy of +/- 6 seconds.
 EV0430
 EV0430.The orthometric height was determined by differential leveling
 EV0430.and adjusted in February 1993.
 EV0430.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EV0430.distribution rate of 1.1 thru 2.0 mm/km.
 EV0430.The height was derived from older observations constrained to new
 EV0430.heights in a crustal motion area.  The height is approximate in
 EV0430.relation to other heights in its vicinity.
 EV0430
 EV0430.The geoid height was determined by GEOID03.
 EV0430
 EV0430.The dynamic height is computed by dividing the NAVD 88
 EV0430.geopotential number by the normal gravity value computed on the
 EV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0430.degrees latitude (g = 980.6199 gals.).
 EV0430
 EV0430.The modeled gravity was interpolated from observed gravity values.
 EV0430
 EV0430;                    North         East    Units  Estimated Accuracy
 EV0430;SPC CA 5     -   563,500.    2,132,960.      MT  (+/- 180 meters Scaled)
 EV0430
 EV0430                          SUPERSEDED SURVEY CONTROL
 EV0430
 EV0430  NGVD 29 (??/??/92)  830.030  (m)         2723.19   (f) ADJ UNCH    1 1
 EV0430
 EV0430.Superseded values are not recommended for survey control.
 EV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0430.See file dsdata.txt to determine how the superseded data were derived.
 EV0430
 EV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT406693(NAD 83)
 EV0430_MARKER: DD = SURVEY DISK
 EV0430_SETTING: 0 = UNSPECIFIED SETTING
 EV0430_STAMPING: 705.4 1968
 EV0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0430
 EV0430  HISTORY     - Date     Condition        Report By
 EV0430  HISTORY     - 1968     MONUMENTED       CA-071
 EV0430  HISTORY     - 1970     GOOD             NGS
 EV0430  HISTORY     - 1978     GOOD             NGS
 EV0430  HISTORY     - 1983     GOOD             USGS
 EV0430
 EV0430                          STATION DESCRIPTION
 EV0430
 EV0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EV0430'1.8 MI NE FROM MORONGO VALLEY.
 EV0430'LOCATED ALONG THE NORTHWEST SIDE OF THE 29 PALMS HIGHWAY, 1.75
 EV0430'MILES NORTHEAST OF THE POST OFFICE AT MORONGO VALLEY, 150 FEET
 EV0430'SOUTHWEST OF A PRIVATE RESIDENCE, 58.0 FEET NORTHWEST OF THE
 EV0430'CENTER OF THE HIGHWAY, 50.0 FEET SOUTHWEST OF A NORTH-SOUTH
 EV0430'DRY WASH AND 12.0 FEET SOUTHEAST OF C AND GS BENCH MARK P 721
 EV0430'1944.
 EV0430
 EV0430                          STATION RECOVERY (1978)
 EV0430
 EV0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0430'RECOVERED IN GOOD CONDITION.
 EV0430
 EV0430                          STATION RECOVERY (1983)
 EV0430
 EV0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0294 ***********************************************************************
 EV0294  DESIGNATION -  705 40
 EV0294  PID         -  EV0294
 EV0294  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0294  USGS QUAD   -  LANDERS (1972)
 EV0294
 EV0294                         *CURRENT SURVEY CONTROL
 EV0294  ___________________________________________________________________
 EV0294* NAD 83(1986)-  34 18 03.     (N)    116 27 56.     (W)     SCALED    
 EV0294* NAVD 88     -      1052.411  (meters)    3452.79   (feet)  READJUSTED
 EV0294  ___________________________________________________________________
 EV0294  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 EV0294  DYNAMIC HT  -        1051.110 (meters)    3448.52  (feet)  COMP
 EV0294  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 EV0294  OBS GRAVITY -     979,360.1   (mgal)                       GRAV_OBS
 EV0294
 EV0294  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0294
 EV0294.The horizontal coordinates were scaled from a topographic map and have
 EV0294.an estimated accuracy of +/- 6 seconds.
 EV0294
 EV0294.The orthometric height was determined by differential leveling
 EV0294.and adjusted in February 1993.
 EV0294.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0294.distribution rate of 0.0 thru 1.0 mm/km.
 EV0294.The height was derived from older observations constrained to new
 EV0294.heights in a crustal motion area.  The height is approximate in
 EV0294.relation to other heights in its vicinity.
 EV0294
 EV0294.The geoid height was determined by GEOID03.
 EV0294
 EV0294.The dynamic height is computed by dividing the NAVD 88
 EV0294.geopotential number by the normal gravity value computed on the
 EV0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0294.degrees latitude (g = 980.6199 gals.).
 EV0294
 EV0294.The modeled gravity was interpolated from observed gravity values.
 EV0294.The observed gravity was obtained from relative gravimeter ties
 EV0294.to the IGSN71 gravity network.
 EV0294
 EV0294;                    North         East    Units  Estimated Accuracy
 EV0294;SPC CA 5     -   589,910.    2,141,250.      MT  (+/- 180 meters Scaled)
 EV0294
 EV0294                          SUPERSEDED SURVEY CONTROL
 EV0294
 EV0294  NGVD 29 (??/??/92) 1051.576  (m)         3450.05   (f) ADJ UNCH    1 1
 EV0294
 EV0294.Superseded values are not recommended for survey control.
 EV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0294.See file dsdata.txt to determine how the superseded data were derived.
 EV0294
 EV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT491956(NAD 83)
 EV0294_MARKER: DD = SURVEY DISK
 EV0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0294_STAMPING: 705-40-1968
 EV0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0294+STABILITY: SURFACE MOTION
 EV0294
 EV0294  HISTORY     - Date     Condition        Report By
 EV0294  HISTORY     - 1968     MONUMENTED       CA-071
 EV0294  HISTORY     - 1978     GOOD             NGS
 EV0294  HISTORY     - 1983     GOOD             USGS
 EV0294
 EV0294                          STATION DESCRIPTION
 EV0294
 EV0294'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0294'31.6 MI E FROM LUCERNE VALLEY.
 EV0294'31.6 MILES EAST ALONG LUCERNE VALLEY-TWENTY NINE PALMS ROAD
 EV0294'(OLD WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERNE, 22 1/2
 EV0294'FEET EAST OF POWER POLE NUMBER 265012 C.E.P. CO., 4 FEET EAST
 EV0294'OF WITNESS POST, 7 FEET SOUTHEAST OF POLE LINE RUNNING EAST,
 EV0294'54 FEET NORTHEASTERLY OF CENTER LINE OF OLD WOMAN SPRINGS ROAD,
 EV0294'PROJECTING 0.4 FOOT ABOVE GROUND.
 EV0294
 EV0294                          STATION RECOVERY (1978)
 EV0294
 EV0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0294'13.35 MILES NORTHWESTT ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0294'OF STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE EAST CORNER OF A T
 EV0294'JUNCTION OF A DIRT ROAD LEADING EAST, 54 FEET NORTHEAST OF THE CENTER
 EV0294'LINE OF THE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 EV0294'AND 22 FEET EAST OF POWER POLE 265012.
 EV0294
 EV0294                          STATION RECOVERY (1983)
 EV0294
 EV0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0295 ***********************************************************************
 EV0295  DESIGNATION -  705 41
 EV0295  PID         -  EV0295
 EV0295  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0295  USGS QUAD   -  LANDERS (1972)
 EV0295
 EV0295                         *CURRENT SURVEY CONTROL
 EV0295  ___________________________________________________________________
 EV0295* NAD 83(1986)-  34 18 19.     (N)    116 28 21.     (W)     SCALED    
 EV0295* NAVD 88     -      1046.83   (+/-2cm)    3434.5    (feet)  VERTCON   
 EV0295  ___________________________________________________________________
 EV0295  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EV0295  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0295
 EV0295.The horizontal coordinates were scaled from a topographic map and have
 EV0295.an estimated accuracy of +/- 6 seconds.
 EV0295
 EV0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0295.The vertical order pertains to the NGVD 29 superseded value.
 EV0295
 EV0295.The geoid height was determined by GEOID03.
 EV0295
 EV0295;                    North         East    Units  Estimated Accuracy
 EV0295;SPC CA 5     -   590,390.    2,140,600.      MT  (+/- 180 meters Scaled)
 EV0295
 EV0295                          SUPERSEDED SURVEY CONTROL
 EV0295
 EV0295  NGVD 29 (??/??/92) 1045.993  (m)         3431.73   (f) ADJ UNCH    1 2
 EV0295
 EV0295.Superseded values are not recommended for survey control.
 EV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0295.See file dsdata.txt to determine how the superseded data were derived.
 EV0295
 EV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT485961(NAD 83)
 EV0295_MARKER: S = SPIKE
 EV0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0295_SP_SET: RAILROAD SPIKE
 EV0295_STAMPING: 705-41-1968
 EV0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0295
 EV0295  HISTORY     - Date     Condition        Report By
 EV0295  HISTORY     - 1968     MONUMENTED       CA-071
 EV0295
 EV0295                          STATION DESCRIPTION
 EV0295
 EV0295'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0295'31.1 MI E FROM LUCERNE VALLEY.
 EV0295'31.1 MILES EAST ALONG LUCERNE VALLEY-TWENTYNINE PALMS ROAD (OLD
 EV0295'WOMAN SPRINGS RD. FROM THE POST OFFICE OF LUCERNE), 0.1 MILE
 EV0295'WEST FROM HAPPY TRAILS ROAD, 41 FEET NORTHEASTERLY OF CENTER
 EV0295'LINE OF OLD WOMAN SPRINGS ROAD, SET RAILROAD SPIKE IN POWER
 EV0295'POLE NUMBER 265004 C.E.P. CO., 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0297 ***********************************************************************
 EV0297  DESIGNATION -  705 42
 EV0297  PID         -  EV0297
 EV0297  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0297  USGS QUAD   -  LANDERS (1972)
 EV0297
 EV0297                         *CURRENT SURVEY CONTROL
 EV0297  ___________________________________________________________________
 EV0297* NAD 83(1986)-  34 18 52.     (N)    116 28 28.     (W)     SCALED    
 EV0297* NAVD 88     -      1041.805  (meters)    3417.99   (feet)  READJUSTED
 EV0297  ___________________________________________________________________
 EV0297  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EV0297  DYNAMIC HT  -        1040.520 (meters)    3413.77  (feet)  COMP
 EV0297  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 EV0297
 EV0297  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0297
 EV0297.The horizontal coordinates were scaled from a topographic map and have
 EV0297.an estimated accuracy of +/- 6 seconds.
 EV0297
 EV0297.The orthometric height was determined by differential leveling
 EV0297.and adjusted in February 1993.
 EV0297.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0297.distribution rate of 0.0 thru 1.0 mm/km.
 EV0297.The height was derived from older observations constrained to new
 EV0297.heights in a crustal motion area.  The height is approximate in
 EV0297.relation to other heights in its vicinity.
 EV0297
 EV0297.The geoid height was determined by GEOID03.
 EV0297
 EV0297.The dynamic height is computed by dividing the NAVD 88
 EV0297.geopotential number by the normal gravity value computed on the
 EV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0297.degrees latitude (g = 980.6199 gals.).
 EV0297
 EV0297.The modeled gravity was interpolated from observed gravity values.
 EV0297
 EV0297;                    North         East    Units  Estimated Accuracy
 EV0297;SPC CA 5     -   591,410.    2,140,400.      MT  (+/- 180 meters Scaled)
 EV0297
 EV0297                          SUPERSEDED SURVEY CONTROL
 EV0297
 EV0297  NGVD 29 (??/??/92) 1040.972  (m)         3415.26   (f) ADJ UNCH    1 1
 EV0297
 EV0297.Superseded values are not recommended for survey control.
 EV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0297.See file dsdata.txt to determine how the superseded data were derived.
 EV0297
 EV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT483971(NAD 83)
 EV0297_MARKER: DD = SURVEY DISK
 EV0297_SETTING: 66 = SET IN ROCK OUTCROP
 EV0297_SP_SET: ROCK OUTCROP
 EV0297_STAMPING: 705-42-1968
 EV0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EV0297+STABILITY: POSITION/ELEVATION WELL
 EV0297
 EV0297  HISTORY     - Date     Condition        Report By
 EV0297  HISTORY     - 1968     MONUMENTED       CA-071
 EV0297  HISTORY     - 1978     GOOD             NGS
 EV0297  HISTORY     - 1983     GOOD             USGS
 EV0297
 EV0297                          STATION DESCRIPTION
 EV0297
 EV0297'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0297'30.5 MI E FROM LUCERNE VALLEY.
 EV0297'30.5 MILES EAST ALONG THE LUCERNE VALLEY-29 PALMS ROAD (OLD
 EV0297'WOMAN SPRINGS ROAD) FROM THE POST OFFICE AT LUCERNE, 51 FEET
 EV0297'EASTERLY OF CENTER LINE HIGHWAY, SET BRASS DISK IN TOP FLAT
 EV0297'GRANITE BOULDER, 188 FEET NORTHEASTERLY FROM CENTER LINE OF
 EV0297'HIGHWAY 10.8 FEET NORTH OF WHITE WITNESS POST AND AT SOUTHEASTERLY
 EV0297'END OF ROCK OUT-CROPPING.  NOTE-- CORNER ROD HELD ON CENTER
 EV0297'OF BRASS DISK.
 EV0297
 EV0297                          STATION RECOVERY (1978)
 EV0297
 EV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0297'14.45 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0297'OF STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE SOUTH BASE OF A LARGE
 EV0297'OUTCROP, 186 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 23
 EV0297'FEET NORTH OF THE CENTER OF A DIM TRACK ROAD, IN THE TOP OF A SMALL
 EV0297'FLAT OUTCROP PROJECTING 6 INCHES.
 EV0297
 EV0297                          STATION RECOVERY (1983)
 EV0297
 EV0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0298 ***********************************************************************
 EV0298  DESIGNATION -  705 43
 EV0298  PID         -  EV0298
 EV0298  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0298  USGS QUAD   -  LANDERS (1972)
 EV0298
 EV0298                         *CURRENT SURVEY CONTROL
 EV0298  ___________________________________________________________________
 EV0298* NAD 83(1986)-  34 19 01.     (N)    116 29 08.     (W)     SCALED    
 EV0298* NAVD 88     -      1040.78   (+/-2cm)    3414.6    (feet)  VERTCON   
 EV0298  ___________________________________________________________________
 EV0298  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EV0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0298
 EV0298.The horizontal coordinates were scaled from a topographic map and have
 EV0298.an estimated accuracy of +/- 6 seconds.
 EV0298
 EV0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0298.The vertical order pertains to the NGVD 29 superseded value.
 EV0298
 EV0298.The geoid height was determined by GEOID03.
 EV0298
 EV0298;                    North         East    Units  Estimated Accuracy
 EV0298;SPC CA 5     -   591,670.    2,139,380.      MT  (+/- 180 meters Scaled)
 EV0298
 EV0298                          SUPERSEDED SURVEY CONTROL
 EV0298
 EV0298  NGVD 29 (??/??/92) 1039.931  (m)         3411.84   (f) ADJ UNCH    1 2
 EV0298
 EV0298.Superseded values are not recommended for survey control.
 EV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0298.See file dsdata.txt to determine how the superseded data were derived.
 EV0298
 EV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT473974(NAD 83)
 EV0298_MARKER: S = SPIKE
 EV0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0298_SP_SET: RAILROAD SPIKE
 EV0298_STAMPING: 705-43-1968
 EV0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0298
 EV0298  HISTORY     - Date     Condition        Report By
 EV0298  HISTORY     - 1968     MONUMENTED       CA-071
 EV0298
 EV0298                          STATION DESCRIPTION
 EV0298
 EV0298'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0298'30 MI E FROM LUCERNE VALLEY.
 EV0298'30.0 MILES EAST ALONG THE LUCERNE VALLEY-29 PALMS ROAD (OLD
 EV0298'WOMAN SPRINGS ROAD) FROM THE POST OFFICE AT LUCERNE, SET RAILROAD
 EV0298'SPIKE IN POWER POLE 67287 CEP CO., 50 FEET EASTERLY FROM CENTER
 EV0298'LINE OF HIGHWAY, 0.6 FOOT ABOVE GROUND AND 4 FEET ABOVE PAVEMENT
 EV0298'ON TOP OF SMALL RISE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0303 ***********************************************************************
 EV0303  DESIGNATION -  705 44
 EV0303  PID         -  EV0303
 EV0303  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0303  USGS QUAD   -  LANDERS (1972)
 EV0303
 EV0303                         *CURRENT SURVEY CONTROL
 EV0303  ___________________________________________________________________
 EV0303* NAD 83(1992)-  34 19 42.44019(N)    116 29 07.10786(W)     NO CHECK  
 EV0303* NAVD 88     -      1036.406  (meters)    3400.28   (feet)  READJUSTED
 EV0303  ___________________________________________________________________
 EV0303  EPOCH DATE  -        1991.35
 EV0303  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 EV0303  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EV0303  DYNAMIC HT  -        1035.140 (meters)    3396.12  (feet)  COMP
 EV0303  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 EV0303  OBS GRAVITY -     979,367.3   (mgal)                       GRAV_OBS
 EV0303
 EV0303  HORZ ORDER  -  SECOND
 EV0303  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0303
 EV0303.The horizontal coordinates were established by classical geodetic methods
 EV0303.and adjusted by the National Geodetic Survey in June 1996.
 EV0303.No horizontal observational check was made to the station.
 EV0303.The horizontal coordinates are valid at the epoch date displayed above.
 EV0303.The epoch date for horizontal control is a decimal equivalence
 EV0303.of Year/Month/Day.
 EV0303
 EV0303.The orthometric height was determined by differential leveling
 EV0303.and adjusted in February 1993.
 EV0303.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0303.distribution rate of 0.0 thru 1.0 mm/km.
 EV0303.The height was derived from older observations constrained to new
 EV0303.heights in a crustal motion area.  The height is approximate in
 EV0303.relation to other heights in its vicinity.
 EV0303
 EV0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV0303
 EV0303.The geoid height was determined by GEOID03.
 EV0303
 EV0303.The dynamic height is computed by dividing the NAVD 88
 EV0303.geopotential number by the normal gravity value computed on the
 EV0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0303.degrees latitude (g = 980.6199 gals.).
 EV0303
 EV0303.The modeled gravity was interpolated from observed gravity values.
 EV0303.The observed gravity was obtained from relative gravimeter ties
 EV0303.to the IGSN71 gravity network.
 EV0303
 EV0303;                    North         East     Units Scale Factor Converg.
 EV0303;SPC CA 5     -   592,946.544 2,139,381.267   MT  0.99994916   +0 51 48.2
 EV0303;SPC CA 5     - 1,945,358.79  7,018,953.37   sFT  0.99994916   +0 51 48.2
 EV0303;UTM  11      - 3,798,695.389   547,347.227   MT  0.99962763   +0 17 24.9
 EV0303
 EV0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV0303!SPC CA 5     -   0.99984219  x   0.99994916  =   0.99979136
 EV0303!UTM  11      -   0.99984219  x   0.99962763  =   0.99946988
 EV0303
 EV0303                          SUPERSEDED SURVEY CONTROL
 EV0303
 EV0303  NAD 83(1986)-  34 19 42.44328(N)    116 29 07.10905(W) AD(1984.00) 2
 EV0303  NGVD 29 (??/??/92) 1035.577  (m)         3397.56   (f) ADJ UNCH    1 1
 EV0303
 EV0303.Superseded values are not recommended for survey control.
 EV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0303.See file dsdata.txt to determine how the superseded data were derived.
 EV0303
 EV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT4734798695(NAD 83)
 EV0303_MARKER: DB = BENCH MARK DISK
 EV0303_SETTING: 80 = SET IN A BOULDER
 EV0303_SP_SET: BOULDER
 EV0303_STAMPING: 705-44-1968
 EV0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0303+STABILITY: SURFACE MOTION
 EV0303
 EV0303  HISTORY     - Date     Condition        Report By
 EV0303  HISTORY     - 1968     MONUMENTED       CA-071
 EV0303  HISTORY     - 1978     GOOD             NGS
 EV0303  HISTORY     - 1980     GOOD             CADT
 EV0303  HISTORY     - 1983     GOOD             USGS
 EV0303
 EV0303                          STATION DESCRIPTION
 EV0303
 EV0303'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0303'29.4 MI E FROM LUCERNE VALLEY.
 EV0303'29.4 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0303'OFFICE AT LUCERNE VALLEY, 106 FEET SOUTH OF CENTER LINE OF
 EV0303'OLD WOMAN SPRINGS ROAD, 7 FEET BELOW PAVEMENT, 7 FEET SOUTHWEST
 EV0303'FROM A WITNESS POST, SET BRASS DISK IN A GRANITE BOULDER SITUATED
 EV0303'IN A SMALL ROCK OUTCROP.
 EV0303
 EV0303                          STATION RECOVERY (1978)
 EV0303
 EV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0303'15.55 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0303'OF STATE HIGHWAY 62 AT YUCCA VALLEY, 104 FEET SOUTHWEST OF THE CENTER
 EV0303'LINE OF THE ROAD, 175 FEET WEST OF AND ACROSS THE ROAD FROM POWER POLE
 EV0303'2031474 E, IN THE TOP OF AN OUTCROP WHICH PROJECTS 3 FEET.
 EV0303
 EV0303                          STATION RECOVERY (1980)
 EV0303
 EV0303'RECOVERY NOTE BY CALTRANS 1980 (RWH)
 EV0303'THE STATION IS A SBD CO BENCH MARK 27.7 MILES EAST-SOUTHEAST OF
 EV0303'LUCERNE VALLEY, 14.8 MILES NORTH-NORTHWEST OF YUCCA VALLEY IN SEC 20
 EV0303'T3N R5E PM 15.5 CALIFORNIA HIGHWAY 247.
 EV0303'
 EV0303'TO REACH THE BENCH MARK FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62
 EV0303'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY, GO NORTH
 EV0303'ON CALIFORNIA HIGHWAY 247 FOR 15.5 MILES TO BENCH MARK ON LEFT.  THIS
 EV0303'STATION WAS ESTABLISHED BY EDM TRAVERSE FROM STATION EL LOBO CADT.
 EV0303'
 EV0303'THE BENCH MARK IS A SAN BERNARDINO COUNTY BENCH MARK DISK CEMENTED IN
 EV0303'GRANITE BOULDER AND STAMPED---NO. 705.44 1968---174 FEET WEST OF POWER
 EV0303'POLE NUMBER 2031474E, 103 FEET WEST-SOUTHWEST OF CALIFORNIA HIGHWAY
 EV0303'247, 7 FEET WEST OF 4 INCH BY 4 INCH WOODEN WITNESS POST, 5.7 FEET
 EV0303'HIGHER THAN CENTERLINE CALIFORNIA 247 AND FLUSH IN ROCK.
 EV0303
 EV0303                          STATION RECOVERY (1983)
 EV0303
 EV0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0304 ***********************************************************************
 EV0304  DESIGNATION -  705 45
 EV0304  PID         -  EV0304
 EV0304  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0304  USGS QUAD   -  LANDERS (1972)
 EV0304
 EV0304                         *CURRENT SURVEY CONTROL
 EV0304  ___________________________________________________________________
 EV0304* NAD 83(1986)-  34 19 31.     (N)    116 30 02.     (W)     SCALED    
 EV0304* NAVD 88     -      1031.83   (+/-2cm)    3385.3    (feet)  VERTCON   
 EV0304  ___________________________________________________________________
 EV0304  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EV0304  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0304
 EV0304.The horizontal coordinates were scaled from a topographic map and have
 EV0304.an estimated accuracy of +/- 6 seconds.
 EV0304
 EV0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0304.The vertical order pertains to the NGVD 29 superseded value.
 EV0304
 EV0304.The geoid height was determined by GEOID03.
 EV0304
 EV0304;                    North         East    Units  Estimated Accuracy
 EV0304;SPC CA 5     -   592,570.    2,137,980.      MT  (+/- 180 meters Scaled)
 EV0304
 EV0304                          SUPERSEDED SURVEY CONTROL
 EV0304
 EV0304  NGVD 29 (??/??/92) 1030.983  (m)         3382.48   (f) ADJ UNCH    1 2
 EV0304
 EV0304.Superseded values are not recommended for survey control.
 EV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0304.See file dsdata.txt to determine how the superseded data were derived.
 EV0304
 EV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT459983(NAD 83)
 EV0304_MARKER: S = SPIKE
 EV0304_SETTING: 80 = SET IN A BOULDER
 EV0304_SP_SET: BOULDER
 EV0304_STAMPING: 705-45-1968
 EV0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0304+STABILITY: SURFACE MOTION
 EV0304
 EV0304  HISTORY     - Date     Condition        Report By
 EV0304  HISTORY     - 1968     MONUMENTED       CA-071
 EV0304
 EV0304                          STATION DESCRIPTION
 EV0304
 EV0304'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0304'28.7 MI E FROM LUCERNE VALLEY.
 EV0304'28.7 MILES EAST ALONG OLD WOMAN SPRINGS ROAD, FROM THE POST
 EV0304'OFFICE AT LUCERNE VALLEY, 0.1 MILE EAST OF LARGE GRANITE BOULDER
 EV0304'OUTCROPPING, 46 FEET NORTHERLY OF CENTER LINE OF HIGHWAY, 70
 EV0304'FEET NORTHERLY OF 1/4 COR. SECTIONS 19-20 WITNESS POST, T. 3 N.,
 EV0304'R. 5 E., SET R.R. SPIKE IN POWER POLE 67268 CEP CO., 1 FOOT
 EV0304'ABOVE GROUND AND 1 FOOT BELOW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0609 ***********************************************************************
 EV0609  DESIGNATION -  705 46
 EV0609  PID         -  EV0609
 EV0609  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0609  USGS QUAD   -  LANDERS (1972)
 EV0609
 EV0609                         *CURRENT SURVEY CONTROL
 EV0609  ___________________________________________________________________
 EV0609* NAD 83(1986)-  34 20 23.     (N)    116 29 58.     (W)     SCALED    
 EV0609* NAVD 88     -      1032.093  (meters)    3386.13   (feet)  READJUSTED
 EV0609  ___________________________________________________________________
 EV0609  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EV0609  DYNAMIC HT  -        1030.820 (meters)    3381.95  (feet)  COMP
 EV0609  MODELED GRAV-     979,370.4   (mgal)                       NAVD 88
 EV0609
 EV0609  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0609
 EV0609.The horizontal coordinates were scaled from a topographic map and have
 EV0609.an estimated accuracy of +/- 6 seconds.
 EV0609
 EV0609.The orthometric height was determined by differential leveling
 EV0609.and adjusted in February 1993.
 EV0609.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0609.distribution rate of 0.0 thru 1.0 mm/km.
 EV0609.The height was derived from older observations constrained to new
 EV0609.heights in a crustal motion area.  The height is approximate in
 EV0609.relation to other heights in its vicinity.
 EV0609
 EV0609.The geoid height was determined by GEOID03.
 EV0609
 EV0609.The dynamic height is computed by dividing the NAVD 88
 EV0609.geopotential number by the normal gravity value computed on the
 EV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0609.degrees latitude (g = 980.6199 gals.).
 EV0609
 EV0609.The modeled gravity was interpolated from observed gravity values.
 EV0609
 EV0609;                    North         East    Units  Estimated Accuracy
 EV0609;SPC CA 5     -   594,180.    2,138,060.      MT  (+/- 180 meters Scaled)
 EV0609
 EV0609                          SUPERSEDED SURVEY CONTROL
 EV0609
 EV0609  NGVD 29 (??/??/92) 1031.205  (m)         3383.21   (f) ADJ UNCH    1 1
 EV0609
 EV0609.Superseded values are not recommended for survey control.
 EV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0609.See file dsdata.txt to determine how the superseded data were derived.
 EV0609
 EV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT460999(NAD 83)
 EV0609_MARKER: DD = SURVEY DISK
 EV0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0609_STAMPING: 705-46-1968
 EV0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0609+STABILITY: SURFACE MOTION
 EV0609
 EV0609  HISTORY     - Date     Condition        Report By
 EV0609  HISTORY     - 1968     MONUMENTED       CA-071
 EV0609  HISTORY     - 1978     GOOD             NGS
 EV0609  HISTORY     - 1983     GOOD             USGS
 EV0609
 EV0609                          STATION DESCRIPTION
 EV0609
 EV0609'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0609'28.1 MI E FROM LUCERNE VALLEY.
 EV0609'28.1 MILES EAST ALONG LUCERNE VALLEY-TWENTY NINE PALMS RD. (OLD
 EV0609'WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERNE VALLEY, 52
 EV0609'FEET NORTH OF CENTER LINE OF HIGHWAY 5 FEET NORTHWEST OF WHITE
 EV0609'WITNESS POST, 50 FEET EAST OF POWER POLE 67260 CEP CO., A BRASS
 EV0609'DISK SET IN CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND, 2
 EV0609'FEET BELOW PAVEMENT.
 EV0609
 EV0609                          STATION RECOVERY (1978)
 EV0609
 EV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0609'16.65 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0609'OF STATE HIGHWAY 62 AT YUCCA VALLEY, 52 FEET NORTHEAST OF THE CENTER
 EV0609'LINE OF THE ROAD, AND 50 FEET SOUTHEAST OF POWER POLE 67260.
 EV0609
 EV0609                          STATION RECOVERY (1983)
 EV0609
 EV0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0610 ***********************************************************************
 EV0610  DESIGNATION -  705 47
 EV0610  PID         -  EV0610
 EV0610  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0610  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0610
 EV0610                         *CURRENT SURVEY CONTROL
 EV0610  ___________________________________________________________________
 EV0610* NAD 83(1986)-  34 20 32.     (N)    116 30 21.     (W)     SCALED    
 EV0610* NAVD 88     -      1034.395  (meters)    3393.68   (feet)  READJUSTED
 EV0610  ___________________________________________________________________
 EV0610  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EV0610  DYNAMIC HT  -        1033.120 (meters)    3389.49  (feet)  COMP
 EV0610  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 EV0610
 EV0610  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0610
 EV0610.The horizontal coordinates were scaled from a topographic map and have
 EV0610.an estimated accuracy of +/- 6 seconds.
 EV0610
 EV0610.The orthometric height was determined by differential leveling
 EV0610.and adjusted in February 1993.
 EV0610.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0610.distribution rate of 0.0 thru 1.0 mm/km.
 EV0610.The height was derived from older observations constrained to new
 EV0610.heights in a crustal motion area.  The height is approximate in
 EV0610.relation to other heights in its vicinity.
 EV0610
 EV0610.The geoid height was determined by GEOID03.
 EV0610
 EV0610.The dynamic height is computed by dividing the NAVD 88
 EV0610.geopotential number by the normal gravity value computed on the
 EV0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0610.degrees latitude (g = 980.6199 gals.).
 EV0610
 EV0610.The modeled gravity was interpolated from observed gravity values.
 EV0610
 EV0610;                    North         East    Units  Estimated Accuracy
 EV0610;SPC CA 5     -   594,450.    2,137,470.      MT  (+/- 180 meters Scaled)
 EV0610
 EV0610                          SUPERSEDED SURVEY CONTROL
 EV0610
 EV0610  NGVD 29 (??/??/92) 1033.556  (m)         3390.93   (f) ADJ UNCH    1 1
 EV0610
 EV0610.Superseded values are not recommended for survey control.
 EV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0610.See file dsdata.txt to determine how the superseded data were derived.
 EV0610
 EV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU454002(NAD 83)
 EV0610_MARKER: DD = SURVEY DISK
 EV0610_SETTING: 80 = SET IN A BOULDER
 EV0610_SP_SET: BOULDER
 EV0610_STAMPING: 705-47-1968
 EV0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0610+STABILITY: SURFACE MOTION
 EV0610
 EV0610  HISTORY     - Date     Condition        Report By
 EV0610  HISTORY     - 1968     MONUMENTED       CA-071
 EV0610  HISTORY     - 1978     GOOD             NGS
 EV0610  HISTORY     - 1983     GOOD             USGS
 EV0610
 EV0610                          STATION DESCRIPTION
 EV0610
 EV0610'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0610'27.7 MI E FROM LUCERNE VALLEY.
 EV0610'27.7 MILES EAST ALONG LUCERNE VALLEY-TWENTY-NINE PALMS ROAD
 EV0610'(OLD WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERNE VALLEY,
 EV0610'SET BRASS DISK IN LARGE FLAT GRANITE BOULDER, 9 FEET WESTERLY OF
 EV0610'WHITE WITNESS POST, 49 FEET SOUTHERLY OF CENTER LINE OF HIGHWAY,
 EV0610'98 FEET SOUTHERLY OF POWER POLE 67254 CEP CO., 20 FEET WEST OF
 EV0610'LARGE BOULDER ABOUT 12 FEET HIGH.
 EV0610
 EV0610                          STATION RECOVERY (1978)
 EV0610
 EV0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0610'17.05 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0610'OF STATE HIGHWAY 62 AT YUCCA VALLEY, 0.10 MILE SOUTHEAST OF THE T
 EV0610'JUNCTION OF A DIRT ROAD LEADING EAST, 49 FEET SOUTHWEST OF THE CENTER
 EV0610'LINE OF THE ROAD, 23.5 FEET SOUTHWEST OF A HIGHWAY PATROL TURNAROUND
 EV0610'PADDLE BOARD, AND 20 FEET NORTHWEST OF THE NORTHWEST
 EV0610'FACE OF A 12 FEET HIGH GRANITE BOULDER, IN TOP OF A GRANITE OUTCROP
 EV0610'WHICH PROJECTS 1 FOOT.
 EV0610
 EV0610                          STATION RECOVERY (1983)
 EV0610
 EV0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0612 ***********************************************************************
 EV0612  DESIGNATION -  705 48
 EV0612  PID         -  EV0612
 EV0612  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0612  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0612
 EV0612                         *CURRENT SURVEY CONTROL
 EV0612  ___________________________________________________________________
 EV0612* NAD 83(1986)-  34 20 31.     (N)    116 30 53.     (W)     SCALED    
 EV0612* NAVD 88     -      1038.03   (+/-2cm)    3405.6    (feet)  VERTCON   
 EV0612  ___________________________________________________________________
 EV0612  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EV0612  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0612
 EV0612.The horizontal coordinates were scaled from a topographic map and have
 EV0612.an estimated accuracy of +/- 6 seconds.
 EV0612
 EV0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0612.The vertical order pertains to the NGVD 29 superseded value.
 EV0612
 EV0612.The geoid height was determined by GEOID03.
 EV0612
 EV0612;                    North         East    Units  Estimated Accuracy
 EV0612;SPC CA 5     -   594,400.    2,136,650.      MT  (+/- 180 meters Scaled)
 EV0612
 EV0612                          SUPERSEDED SURVEY CONTROL
 EV0612
 EV0612  NGVD 29 (??/??/92) 1037.181  (m)         3402.82   (f) ADJ UNCH    1 2
 EV0612
 EV0612.Superseded values are not recommended for survey control.
 EV0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0612.See file dsdata.txt to determine how the superseded data were derived.
 EV0612
 EV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU446001(NAD 83)
 EV0612_MARKER: S = SPIKE
 EV0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0612_SP_SET: POWER POLE
 EV0612_STAMPING: 705-48-1968
 EV0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0612
 EV0612  HISTORY     - Date     Condition        Report By
 EV0612  HISTORY     - 1968     MONUMENTED       CA-071
 EV0612
 EV0612                          STATION DESCRIPTION
 EV0612
 EV0612'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0612'27.3 MI E FROM LUCERNE VALLEY.
 EV0612'27.3 MILES EAST (ALONG OLD WOMAN SPRINGS ROAD) FROM THE POST
 EV0612'OFFICE AT LUCERNE VALLEY, 56 FEET NORTH OF CENTER LINE OF OLD
 EV0612'WOMAN SPRINGS ROAD, SET RAILROAD SPIKE 0.8 FOOT ABOVE GROUND
 EV0612'IN POWER POLE 67248 C.E.P. CO. WITH ANCHOR POLE LEADING TO A
 EV0612'HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0613 ***********************************************************************
 EV0613  DESIGNATION -  705 49
 EV0613  PID         -  EV0613
 EV0613  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0613  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0613
 EV0613                         *CURRENT SURVEY CONTROL
 EV0613  ___________________________________________________________________
 EV0613* NAD 83(1986)-  34 20 48.     (N)    116 31 04.     (W)     SCALED    
 EV0613* NAVD 88     -      1037.334  (meters)    3403.32   (feet)  READJUSTED
 EV0613  ___________________________________________________________________
 EV0613  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EV0613  DYNAMIC HT  -        1036.060 (meters)    3399.14  (feet)  COMP
 EV0613  MODELED GRAV-     979,368.2   (mgal)                       NAVD 88
 EV0613  OBS GRAVITY -     979,364.6   (mgal)                       GRAV_OBS
 EV0613
 EV0613  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0613
 EV0613.The horizontal coordinates were scaled from a topographic map and have
 EV0613.an estimated accuracy of +/- 6 seconds.
 EV0613
 EV0613.The orthometric height was determined by differential leveling
 EV0613.and adjusted in February 1993.
 EV0613.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0613.distribution rate of 0.0 thru 1.0 mm/km.
 EV0613.The height was derived from older observations constrained to new
 EV0613.heights in a crustal motion area.  The height is approximate in
 EV0613.relation to other heights in its vicinity.
 EV0613
 EV0613.The geoid height was determined by GEOID03.
 EV0613
 EV0613.The dynamic height is computed by dividing the NAVD 88
 EV0613.geopotential number by the normal gravity value computed on the
 EV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0613.degrees latitude (g = 980.6199 gals.).
 EV0613
 EV0613.The modeled gravity was interpolated from observed gravity values.
 EV0613.The observed gravity was obtained from relative gravimeter ties
 EV0613.to the IGSN71 gravity network.
 EV0613
 EV0613;                    North         East    Units  Estimated Accuracy
 EV0613;SPC CA 5     -   594,920.    2,136,360.      MT  (+/- 180 meters Scaled)
 EV0613
 EV0613                          SUPERSEDED SURVEY CONTROL
 EV0613
 EV0613  NGVD 29 (??/??/92) 1036.495  (m)         3400.57   (f) ADJ UNCH    1 1
 EV0613
 EV0613.Superseded values are not recommended for survey control.
 EV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0613.See file dsdata.txt to determine how the superseded data were derived.
 EV0613
 EV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU443007(NAD 83)
 EV0613_MARKER: DD = SURVEY DISK
 EV0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0613_STAMPING: 705-49 1968
 EV0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0613+STABILITY: SURFACE MOTION
 EV0613
 EV0613  HISTORY     - Date     Condition        Report By
 EV0613  HISTORY     - 1968     MONUMENTED       CA-071
 EV0613  HISTORY     - 1978     GOOD             NGS
 EV0613  HISTORY     - 1983     GOOD             USGS
 EV0613
 EV0613                          STATION DESCRIPTION
 EV0613
 EV0613'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0613'26.9 MI E FROM LUCERNE VALLEY.
 EV0613'26.9 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0613'IN LUCERNE VALLEY, 50 FEET NORTH CENTER LINE OLD WOMAN SPRINGS
 EV0613'ROAD, 65 FEET WEST OF OLETA ROAD 5 FEET NORTH OF WITNESS POST,
 EV0613'PROJECTION 0.6 FOOT ABOVE THE GROUND, 31 1/2 FEET EAST FROM POWER
 EV0613'POLE NUMBER 67242 C.E.P. CO., 1 FOOT LOWER THAN PAVEMENT.
 EV0613
 EV0613                          STATION RECOVERY (1978)
 EV0613
 EV0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0613'17.8 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0613'OF STATE HIGHWAY 62 AY YUCCA VALLEY, AT THE NORTH CORNER OF THE
 EV0613'JUNCTION OF OLETA ROAD, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 EV0613'ROAD, 65 FEET NORTHWEST OF THE CENTER LINE OF OLETA ROAD, 31.5 FEET
 EV0613'SOUTHEAST OF JUNCTION POWER POLE 67242 WITH A GUY WIRE.
 EV0613
 EV0613                          STATION RECOVERY (1983)
 EV0613
 EV0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0614 ***********************************************************************
 EV0614  DESIGNATION -  705 50
 EV0614  PID         -  EV0614
 EV0614  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0614  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0614
 EV0614                         *CURRENT SURVEY CONTROL
 EV0614  ___________________________________________________________________
 EV0614* NAD 83(1986)-  34 21 06.     (N)    116 31 38.     (W)     SCALED    
 EV0614* NAVD 88     -      1009.23   (+/-2cm)    3311.1    (feet)  VERTCON   
 EV0614  ___________________________________________________________________
 EV0614  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EV0614  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0614
 EV0614.The horizontal coordinates were scaled from a topographic map and have
 EV0614.an estimated accuracy of +/- 6 seconds.
 EV0614
 EV0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0614.The vertical order pertains to the NGVD 29 superseded value.
 EV0614
 EV0614.The geoid height was determined by GEOID03.
 EV0614
 EV0614;                    North         East    Units  Estimated Accuracy
 EV0614;SPC CA 5     -   595,460.    2,135,490.      MT  (+/- 180 meters Scaled)
 EV0614
 EV0614                          SUPERSEDED SURVEY CONTROL
 EV0614
 EV0614  NGVD 29 (??/??/92) 1008.387  (m)         3308.35   (f) ADJ UNCH    1 2
 EV0614
 EV0614.Superseded values are not recommended for survey control.
 EV0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0614.See file dsdata.txt to determine how the superseded data were derived.
 EV0614
 EV0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU434012(NAD 83)
 EV0614_MARKER: S = SPIKE
 EV0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0614_SP_SET: POWER POLE
 EV0614_STAMPING: 705-50
 EV0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0614
 EV0614  HISTORY     - Date     Condition        Report By
 EV0614  HISTORY     - UNK      MONUMENTED       CA-071
 EV0614  HISTORY     - 1968     GOOD             CA-071
 EV0614  HISTORY     - 1983     GOOD             USGS
 EV0614
 EV0614                          STATION DESCRIPTION
 EV0614
 EV0614'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0614'26.3 MI E FROM LUCERNE VALLEY.
 EV0614'26.3 MILES EAST ALONG THE LUCERNE VALLEY-TWENTY NINE PALMS ROAD
 EV0614'(OLD WOMAN SPRINGS ROAD, ON THE INSIDE OF A LONG CURVE ABOUT
 EV0614'500 FEET SOUTHERLY OF NORTHERLY END, 37 FEET NORTHEAST OF CENTER
 EV0614'LINE OF ROAD, SET R.R. SPIKE IN POWER POLE 67233 CEPCO, 0.6
 EV0614'FOOT ABOVE GROUND AND ABOUT LEVEL WITH THE PAVEMENT.
 EV0614
 EV0614                          STATION RECOVERY (1983)
 EV0614
 EV0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0615 ***********************************************************************
 EV0615  DESIGNATION -  705 51
 EV0615  PID         -  EV0615
 EV0615  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0615  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0615
 EV0615                         *CURRENT SURVEY CONTROL
 EV0615  ___________________________________________________________________
 EV0615* NAD 83(1986)-  34 21 25.     (N)    116 31 51.     (W)     SCALED    
 EV0615* NAVD 88     -       974.306  (meters)    3196.54   (feet)  READJUSTED
 EV0615  ___________________________________________________________________
 EV0615  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EV0615  DYNAMIC HT  -         973.110 (meters)    3192.61  (feet)  COMP
 EV0615  MODELED GRAV-     979,379.1   (mgal)                       NAVD 88
 EV0615
 EV0615  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0615
 EV0615.The horizontal coordinates were scaled from a topographic map and have
 EV0615.an estimated accuracy of +/- 6 seconds.
 EV0615
 EV0615.The orthometric height was determined by differential leveling
 EV0615.and adjusted in February 1993.
 EV0615.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0615.distribution rate of 0.0 thru 1.0 mm/km.
 EV0615.The height was derived from older observations constrained to new
 EV0615.heights in a crustal motion area.  The height is approximate in
 EV0615.relation to other heights in its vicinity.
 EV0615
 EV0615.The geoid height was determined by GEOID03.
 EV0615
 EV0615.The dynamic height is computed by dividing the NAVD 88
 EV0615.geopotential number by the normal gravity value computed on the
 EV0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0615.degrees latitude (g = 980.6199 gals.).
 EV0615
 EV0615.The modeled gravity was interpolated from observed gravity values.
 EV0615
 EV0615;                    North         East    Units  Estimated Accuracy
 EV0615;SPC CA 5     -   596,040.    2,135,150.      MT  (+/- 180 meters Scaled)
 EV0615
 EV0615                          SUPERSEDED SURVEY CONTROL
 EV0615
 EV0615  NGVD 29 (??/??/92)  973.471  (m)         3193.80   (f) ADJ UNCH    1 1
 EV0615
 EV0615.Superseded values are not recommended for survey control.
 EV0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0615.See file dsdata.txt to determine how the superseded data were derived.
 EV0615
 EV0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU431018(NAD 83)
 EV0615_MARKER: DD = SURVEY DISK
 EV0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0615_STAMPING: 705-51-1968
 EV0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0615+STABILITY: SURFACE MOTION
 EV0615
 EV0615  HISTORY     - Date     Condition        Report By
 EV0615  HISTORY     - 1968     MONUMENTED       CA-071
 EV0615  HISTORY     - 1978     GOOD             NGS
 EV0615  HISTORY     - 1983     GOOD             USGS
 EV0615
 EV0615                          STATION DESCRIPTION
 EV0615
 EV0615'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0615'25.8 MI E FROM LUCERNE.
 EV0615'25.8 MILES EAST ALONG THE LUCERNE VALLEY-TWENTY NINE PALMS
 EV0615'ROAD (OLD WOMAN SPRINGS RD.), 0.1 MILE EAST OF FLOW LINE OF
 EV0615'LARGE DRY WASH, 49 FEET NORTHEAST OF CENTER LINE OF ROAD, 12.8
 EV0615'FEET NORTHEAST OF POWER POLE 465265S, 5 FEET NORTHEAST OF WHITE
 EV0615'WITNESS POST, SET BRASS DISK IN CONCRETE MONUMENT, AND 0.3
 EV0615'FOOT ABOVE THE PAVEMENT.
 EV0615
 EV0615                          STATION RECOVERY (1978)
 EV0615
 EV0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0615'18.9 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0615'OF STATE HIGHWAY 62 AT YUCCA VALLEY, AT A POWER LINE CROSSING, 50
 EV0615'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF POWER
 EV0615'POLE 465265 WITH A GUY WIRE, AND 19 FEET SOUTHEAST OF THE BASE OF THE
 EV0615'GUY WIRE.
 EV0615
 EV0615                          STATION RECOVERY (1983)
 EV0615
 EV0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0616 ***********************************************************************
 EV0616  DESIGNATION -  705 52
 EV0616  PID         -  EV0616
 EV0616  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0616  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0616
 EV0616                         *CURRENT SURVEY CONTROL
 EV0616  ___________________________________________________________________
 EV0616* NAD 83(1986)-  34 21 53.     (N)    116 32 07.     (W)     SCALED    
 EV0616* NAVD 88     -       947.80   (+/-2cm)    3109.6    (feet)  VERTCON   
 EV0616  ___________________________________________________________________
 EV0616  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EV0616  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0616
 EV0616.The horizontal coordinates were scaled from a topographic map and have
 EV0616.an estimated accuracy of +/- 6 seconds.
 EV0616
 EV0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0616.The vertical order pertains to the NGVD 29 superseded value.
 EV0616
 EV0616.The geoid height was determined by GEOID03.
 EV0616
 EV0616;                    North         East    Units  Estimated Accuracy
 EV0616;SPC CA 5     -   596,900.    2,134,730.      MT  (+/- 180 meters Scaled)
 EV0616
 EV0616                          SUPERSEDED SURVEY CONTROL
 EV0616
 EV0616  NGVD 29 (??/??/92)  946.971  (m)         3106.85   (f) ADJ UNCH    1 2
 EV0616
 EV0616.Superseded values are not recommended for survey control.
 EV0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0616.See file dsdata.txt to determine how the superseded data were derived.
 EV0616
 EV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU427026(NAD 83)
 EV0616_MARKER: S = SPIKE
 EV0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0616_SP_SET: POWER POLE
 EV0616_STAMPING: 705-52-1968
 EV0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0616
 EV0616  HISTORY     - Date     Condition        Report By
 EV0616  HISTORY     - 1968     MONUMENTED       CA-071
 EV0616
 EV0616                          STATION DESCRIPTION
 EV0616
 EV0616'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0616'25.3 MI E FROM LUCERNE VALLEY.
 EV0616'25.3 MILES EAST FROM POST OFFICE AT LUCERNE VALLEY, 200 FEET
 EV0616'EAST OF END OF CURVE, 101 FEET WEST OF DRIVEWAY TO NORTH, 101
 EV0616'FEET NORTH OF CENTER LINE OF OLD WOMAN SPRINGS ROAD, SET RAILROAD
 EV0616'SPIKE IN A POWER POLE NUMBER 1606291E, 0.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0617 ***********************************************************************
 EV0617  DESIGNATION -  705 53
 EV0617  PID         -  EV0617
 EV0617  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0617  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0617
 EV0617                         *CURRENT SURVEY CONTROL
 EV0617  ___________________________________________________________________
 EV0617* NAD 83(1992)-  34 22 07.59822(N)    116 32 37.79117(W)     NO CHECK  
 EV0617* NAVD 88     -       917.334  (meters)    3009.62   (feet)  READJUSTED
 EV0617  ___________________________________________________________________
 EV0617  EPOCH DATE  -        1991.35
 EV0617  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EV0617  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EV0617  DYNAMIC HT  -         916.220 (meters)    3005.97  (feet)  COMP
 EV0617  MODELED GRAV-     979,391.0   (mgal)                       NAVD 88
 EV0617  OBS GRAVITY -     979,388.1   (mgal)                       GRAV_OBS
 EV0617
 EV0617  HORZ ORDER  -  SECOND
 EV0617  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0617
 EV0617.The horizontal coordinates were established by classical geodetic methods
 EV0617.and adjusted by the National Geodetic Survey in June 1996.
 EV0617.No horizontal observational check was made to the station.
 EV0617.The horizontal coordinates are valid at the epoch date displayed above.
 EV0617.The epoch date for horizontal control is a decimal equivalence
 EV0617.of Year/Month/Day.
 EV0617
 EV0617.The orthometric height was determined by differential leveling
 EV0617.and adjusted in February 1993.
 EV0617.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0617.distribution rate of 0.0 thru 1.0 mm/km.
 EV0617.The height was derived from older observations constrained to new
 EV0617.heights in a crustal motion area.  The height is approximate in
 EV0617.relation to other heights in its vicinity.
 EV0617
 EV0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV0617
 EV0617.The geoid height was determined by GEOID03.
 EV0617
 EV0617.The dynamic height is computed by dividing the NAVD 88
 EV0617.geopotential number by the normal gravity value computed on the
 EV0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0617.degrees latitude (g = 980.6199 gals.).
 EV0617
 EV0617.The modeled gravity was interpolated from observed gravity values.
 EV0617.The observed gravity was obtained from relative gravimeter ties
 EV0617.to the IGSN71 gravity network.
 EV0617
 EV0617;                    North         East     Units Scale Factor Converg.
 EV0617;SPC CA 5     -   597,339.084 2,133,931.588   MT  0.99994425   +0 49 48.1
 EV0617;SPC CA 5     - 1,959,769.98  7,001,073.88   sFT  0.99994425   +0 49 48.1
 EV0617;UTM  11      - 3,803,140.760   541,943.475   MT  0.99962168   +0 15 27.1
 EV0617
 EV0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV0617!SPC CA 5     -   0.99986088  x   0.99994425  =   0.99980514
 EV0617!UTM  11      -   0.99986088  x   0.99962168  =   0.99948261
 EV0617
 EV0617                          SUPERSEDED SURVEY CONTROL
 EV0617
 EV0617  NAD 83(1986)-  34 22 07.59874(N)    116 32 37.79488(W) AD(1984.00) 2
 EV0617  NGVD 29 (??/??/92)  916.505  (m)         3006.90   (f) ADJ UNCH    1 1
 EV0617
 EV0617.Superseded values are not recommended for survey control.
 EV0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0617.See file dsdata.txt to determine how the superseded data were derived.
 EV0617
 EV0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU4194303141(NAD 83)
 EV0617_MARKER: DB = BENCH MARK DISK
 EV0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EV0617_STAMPING: 705-53-1968
 EV0617_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0617+STABILITY: SURFACE MOTION
 EV0617
 EV0617  HISTORY     - Date     Condition        Report By
 EV0617  HISTORY     - 1968     MONUMENTED       CA-071
 EV0617  HISTORY     - 1978     GOOD             NGS
 EV0617  HISTORY     - 1980     GOOD             CADT
 EV0617  HISTORY     - 1983     GOOD             USGS
 EV0617
 EV0617                          STATION DESCRIPTION
 EV0617
 EV0617'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0617'24.8 MI E FROM LUCERNE VALLEY.
 EV0617'24.8 MILES EAST FROM THE POST OFFICE AT LUCERNE VALLEY AT THE
 EV0617'BEGINNING OF A LONG CURVE, 71 FEET WEST FROM A BRASS CAP
 EV0617'DESIGNATING SECTIONS 2, 3, 10 AND 11, T. 3 N., R. 4 E., S.B.M.,
 EV0617'48 FEET WEST OF THE LAST MILE ROAD SIGN, 49 FEET NORTH OF
 EV0617'CENTERLINE OF OLD WOMAN SPRINGS ROAD, 7 1/2 FEET NORTH OF WITNESS
 EV0617'POST, 0.6 FOOT PROJECTING ABOVE GROUND 1.0 FOOT LOWER THAN
 EV0617'PAVEMENT.
 EV0617
 EV0617                          STATION RECOVERY (1978)
 EV0617
 EV0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0617'20.05 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0617'OF STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE NORTH CORNER OF THE T
 EV0617'JUNCTION OF LAST MILE ROAD LEADING SOUTH, 49 FEET NORTH OF THE CENTER
 EV0617'LINE OF THE ROAD, 46 FEET WEST OF THE EXTENDED CENTER LINE OF LAST
 EV0617'MILE ROAD, AND 26.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A MAIL
 EV0617'BOX SUPPORT WITH 7 MAIL BOXES.
 EV0617
 EV0617                          STATION RECOVERY (1980)
 EV0617
 EV0617'RECOVERY NOTE BY CALTRANS 1980 (RWH)
 EV0617'THE STATION IS A SBD CO BENCH MARK 23.5 MILES EAST-SOUTHEAST OF
 EV0617'LUCERNE VALLEY, 19 MILES NORTH-NORTHWEST OF YUCCA VALLEY IN SEC 3
 EV0617'T3N R4E PM 20.1 CALIFORNIA HIGHWAY 247.
 EV0617'
 EV0617'TO REACH THE BENCH MARK FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62
 EV0617'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY GO NORTH ON
 EV0617'CALIFORNIA HIGHWAY 247 FOR 20.1 MILES TO BENCH MARK ON THE RIGHT.
 EV0617'THIS STATION WAS ESTABLISHED BY EDM TRAVERSE FROM STATION KELLY CADT.
 EV0617'
 EV0617'THE BENCH MARK IS A SAN BERNARDINO COUNTY SURVEYOR BENCH MARK DISK IN
 EV0617'A 6 INCH SQUARE CONCRETE POST AND STAMPED---NO. 705.53 1968---71 FEET
 EV0617'WEST OF SECTION CORNER T3N R4E S3 S2 S10 S11 1957, 70 FEET NORTHWEST
 EV0617'OF THE INTERSECTION OF CALIFORNIA HIGHWAY 247 AND LAST MILE ROAD,
 EV0617'48.5 FEET NORTH OF CENTERLINE CALIFORNIA HIGHWAY 247, 6 FEET NORTH OF
 EV0617'4 INCH BY 4 INCH WITNESS POST, 1.5 FEET LOWER THAN CENTERLINE
 EV0617'CALIFORNIA HIGHWAY 247 AND PROJECTS 0.3 FOOT ABOVE GROUND.
 EV0617
 EV0617                          STATION RECOVERY (1983)
 EV0617
 EV0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0618 ***********************************************************************
 EV0618  DESIGNATION -  705 54
 EV0618  PID         -  EV0618
 EV0618  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0618  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0618
 EV0618                         *CURRENT SURVEY CONTROL
 EV0618  ___________________________________________________________________
 EV0618* NAD 83(1986)-  34 22 09.     (N)    116 33 17.     (W)     SCALED    
 EV0618* NAVD 88     -       903.27   (+/-2cm)    2963.5    (feet)  VERTCON   
 EV0618  ___________________________________________________________________
 EV0618  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EV0618  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0618
 EV0618.The horizontal coordinates were scaled from a topographic map and have
 EV0618.an estimated accuracy of +/- 6 seconds.
 EV0618
 EV0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0618.The vertical order pertains to the NGVD 29 superseded value.
 EV0618
 EV0618.The geoid height was determined by GEOID03.
 EV0618
 EV0618;                    North         East    Units  Estimated Accuracy
 EV0618;SPC CA 5     -   597,370.    2,132,930.      MT  (+/- 180 meters Scaled)
 EV0618
 EV0618                          SUPERSEDED SURVEY CONTROL
 EV0618
 EV0618  NGVD 29 (??/??/92)  902.438  (m)         2960.75   (f) ADJ UNCH    1 2
 EV0618
 EV0618.Superseded values are not recommended for survey control.
 EV0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0618.See file dsdata.txt to determine how the superseded data were derived.
 EV0618
 EV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU409031(NAD 83)
 EV0618_MARKER: Z = SEE DESCRIPTION
 EV0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0618_SP_SET: REINFORCING ROD
 EV0618_STAMPING: 705-54-1968
 EV0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0618
 EV0618  HISTORY     - Date     Condition        Report By
 EV0618  HISTORY     - 1968     MONUMENTED       CA-071
 EV0618
 EV0618                          STATION DESCRIPTION
 EV0618
 EV0618'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0618'24.2 MI E FROM LUCERNE VALLEY.
 EV0618'24.2 MILES EAST ALONG THE LUCERNE VALLEY-TWENTY-NINE PALMS RD.
 EV0618'(OLD WOMAN SPRINGS ROAD), 0.15 MILE WEST OF 1/4 COR. SECTIONS
 EV0618'3/10, T. 3 N., R. 4 E. AT WEST EDGE COLE ROAD, 0.1 MILE EAST
 EV0618'OF GRAND VIEW, 52 FEET NORTH OF CENTER LINE OF HIGHWAY LEVEL
 EV0618'WITH THE GROUND AND 1/2 FOOT BELOW PAVEMENT, SET REINFORCING
 EV0618'ROD IN CONCRETE AND WIRED SURVEYORS TAG TO IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0619 ***********************************************************************
 EV0619  DESIGNATION -  705 55
 EV0619  PID         -  EV0619
 EV0619  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0619  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0619
 EV0619                         *CURRENT SURVEY CONTROL
 EV0619  ___________________________________________________________________
 EV0619* NAD 83(1986)-  34 22 10.     (N)    116 33 56.     (W)     SCALED    
 EV0619* NAVD 88     -       898.105  (meters)    2946.53   (feet)  READJUSTED
 EV0619  ___________________________________________________________________
 EV0619  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EV0619  DYNAMIC HT  -         897.020 (meters)    2942.97  (feet)  COMP
 EV0619  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 EV0619
 EV0619  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0619
 EV0619.The horizontal coordinates were scaled from a topographic map and have
 EV0619.an estimated accuracy of +/- 6 seconds.
 EV0619
 EV0619.The orthometric height was determined by differential leveling
 EV0619.and adjusted in February 1993.
 EV0619.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0619.distribution rate of 0.0 thru 1.0 mm/km.
 EV0619.The height was derived from older observations constrained to new
 EV0619.heights in a crustal motion area.  The height is approximate in
 EV0619.relation to other heights in its vicinity.
 EV0619
 EV0619.The geoid height was determined by GEOID03.
 EV0619
 EV0619.The dynamic height is computed by dividing the NAVD 88
 EV0619.geopotential number by the normal gravity value computed on the
 EV0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0619.degrees latitude (g = 980.6199 gals.).
 EV0619
 EV0619.The modeled gravity was interpolated from observed gravity values.
 EV0619
 EV0619;                    North         East    Units  Estimated Accuracy
 EV0619;SPC CA 5     -   597,380.    2,131,930.      MT  (+/- 180 meters Scaled)
 EV0619
 EV0619                          SUPERSEDED SURVEY CONTROL
 EV0619
 EV0619  NGVD 29 (??/??/92)  897.277  (m)         2943.82   (f) ADJ UNCH    1 1
 EV0619
 EV0619.Superseded values are not recommended for survey control.
 EV0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0619.See file dsdata.txt to determine how the superseded data were derived.
 EV0619
 EV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU399032(NAD 83)
 EV0619_MARKER: DD = SURVEY DISK
 EV0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0619_STAMPING: 705-55-1968
 EV0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0619+STABILITY: SURFACE MOTION
 EV0619
 EV0619  HISTORY     - Date     Condition        Report By
 EV0619  HISTORY     - 1968     MONUMENTED       CA-071
 EV0619  HISTORY     - 1978     GOOD             NGS
 EV0619  HISTORY     - 1983     GOOD             USGS
 EV0619
 EV0619                          STATION DESCRIPTION
 EV0619
 EV0619'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0619'23.6 MI E FROM LUCERNE VALLEY.
 EV0619'23.6 MILES EAST ALONG LUCERNE VALLEY-TWENTY-NINE PALMS ROAD
 EV0619'(OLD WOMAN SPRINGS RD., 0.85 MILE EAST OF DIRT T ROAD TO SOUTH
 EV0619'(VALLEY VISTA DR.), 51 FEET EAST OF CENTER LINE OF ROCK CORRAL
 EV0619'RD., 51 FEET NORTH OF CENTER LINE OF THE PAVEMENT, 4 1/2 FEET
 EV0619'NORTHWEST OF WHITE WITNESS POST, SET BRASS DISK IN CONCRETE
 EV0619'MONUMENT, 0.5 FOOT ABOVE GROUND AND 1 FOOT BELOW PAVEMENT.
 EV0619
 EV0619                          STATION RECOVERY (1978)
 EV0619
 EV0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0619'21.2 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0619'OF STATE HIGHWAY 62 AT YUCCA VALLEY, AT THE NORTHEAST CORNER OF A T
 EV0619'JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 51 FEET NORTH OF THE CENTER
 EV0619'LINE OF THE ROAD, AND 51 FEET EAST OF THE EXTENDED CENTER LINE OF THE
 EV0619'GRAVEL ROAD.
 EV0619
 EV0619                          STATION RECOVERY (1983)
 EV0619
 EV0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0620 ***********************************************************************
 EV0620  DESIGNATION -  705 56
 EV0620  PID         -  EV0620
 EV0620  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0620  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0620
 EV0620                         *CURRENT SURVEY CONTROL
 EV0620  ___________________________________________________________________
 EV0620* NAD 83(1986)-  34 22 09.     (N)    116 34 27.     (W)     SCALED    
 EV0620* NAVD 88     -       905.22   (+/-2cm)    2969.9    (feet)  VERTCON   
 EV0620  ___________________________________________________________________
 EV0620  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 EV0620  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0620
 EV0620.The horizontal coordinates were scaled from a topographic map and have
 EV0620.an estimated accuracy of +/- 6 seconds.
 EV0620
 EV0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0620.The vertical order pertains to the NGVD 29 superseded value.
 EV0620
 EV0620.The geoid height was determined by GEOID03.
 EV0620
 EV0620;                    North         East    Units  Estimated Accuracy
 EV0620;SPC CA 5     -   597,340.    2,131,140.      MT  (+/- 180 meters Scaled)
 EV0620
 EV0620                          SUPERSEDED SURVEY CONTROL
 EV0620
 EV0620  NGVD 29 (??/??/92)  904.39   (m)         2967.2    (f) COMPUTED    1 2
 EV0620
 EV0620.Superseded values are not recommended for survey control.
 EV0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0620.See file dsdata.txt to determine how the superseded data were derived.
 EV0620
 EV0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU391031(NAD 83)
 EV0620_MARKER: Z = SEE DESCRIPTION
 EV0620_SETTING: 0 = UNSPECIFIED SETTING
 EV0620_STAMPING: 705-56-1968
 EV0620_MARK LOGO: CA-071
 EV0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0620
 EV0620  HISTORY     - Date     Condition        Report By
 EV0620  HISTORY     - 1968     MONUMENTED       CA-071
 EV0620  HISTORY     - 19790419 GOOD             USGS
 EV0620
 EV0620                          STATION DESCRIPTION
 EV0620
 EV0620'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0620'23 MI E FROM LUCERNE VALLEY.
 EV0620'23.0 MILES EAST FROM THE POST OFFICE AT LUCERNE VALLEY, 0.2
 EV0620'MILES EAST FROM VALLEY VISTA ROAD, 59 FEET NORTH OF THE CENTER
 EV0620'LINE OF OLD WOMAN SPRINGS ROAD, LEVEL WITH GROUND, 1 1/2 FEET
 EV0620'LOWER THAN THE PAVEMENT.
 EV0620
 EV0620                          STATION RECOVERY (1979)
 EV0620
 EV0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EV0620'DESCRIBED IN NGS SPEC.  PUB.  SAN BERNARDINO COUNTY COOP
 EV0620'LEVELING, MAY 1973.  LINE 705.  NOTE BY DOR..  SPIKE IN ONE QUART OIL
 EV0620'CAN OF CEMENT.  NOT STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0621 ***********************************************************************
 EV0621  DESIGNATION -  705 57
 EV0621  PID         -  EV0621
 EV0621  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0621  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0621
 EV0621                         *CURRENT SURVEY CONTROL
 EV0621  ___________________________________________________________________
 EV0621* NAD 83(1992)-  34 22 09.15337(N)    116 35 05.32744(W)     NO CHECK  
 EV0621* NAVD 88     -       910.385  (meters)    2986.82   (feet)  READJUSTED
 EV0621  ___________________________________________________________________
 EV0621  EPOCH DATE  -        1991.35
 EV0621  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 EV0621  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EV0621  DYNAMIC HT  -         909.280 (meters)    2983.20  (feet)  COMP
 EV0621  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 EV0621  OBS GRAVITY -     979,386.1   (mgal)                       GRAV_OBS
 EV0621
 EV0621  HORZ ORDER  -  SECOND
 EV0621  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0621
 EV0621.The horizontal coordinates were established by classical geodetic methods
 EV0621.and adjusted by the National Geodetic Survey in June 1996.
 EV0621.No horizontal observational check was made to the station.
 EV0621.The horizontal coordinates are valid at the epoch date displayed above.
 EV0621.The epoch date for horizontal control is a decimal equivalence
 EV0621.of Year/Month/Day.
 EV0621
 EV0621.The orthometric height was determined by differential leveling
 EV0621.and adjusted in February 1993.
 EV0621.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0621.distribution rate of 0.0 thru 1.0 mm/km.
 EV0621.The height was derived from older observations constrained to new
 EV0621.heights in a crustal motion area.  The height is approximate in
 EV0621.relation to other heights in its vicinity.
 EV0621
 EV0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV0621
 EV0621.The geoid height was determined by GEOID03.
 EV0621
 EV0621.The dynamic height is computed by dividing the NAVD 88
 EV0621.geopotential number by the normal gravity value computed on the
 EV0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0621.degrees latitude (g = 980.6199 gals.).
 EV0621
 EV0621.The modeled gravity was interpolated from observed gravity values.
 EV0621.The observed gravity was obtained from relative gravimeter ties
 EV0621.to the IGSN71 gravity network.
 EV0621
 EV0621;                    North         East     Units Scale Factor Converg.
 EV0621;SPC CA 5     -   597,333.158 2,130,161.807   MT  0.99994420   +0 48 24.0
 EV0621;SPC CA 5     - 1,959,750.54  6,988,705.86   sFT  0.99994420   +0 48 24.0
 EV0621;UTM  11      - 3,803,172.485   538,175.046   MT  0.99961796   +0 14 03.8
 EV0621
 EV0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV0621!SPC CA 5     -   0.99986197  x   0.99994420  =   0.99980617
 EV0621!UTM  11      -   0.99986197  x   0.99961796  =   0.99947998
 EV0621
 EV0621                          SUPERSEDED SURVEY CONTROL
 EV0621
 EV0621  NAD 83(1986)-  34 22 09.15293(N)    116 35 05.33128(W) AD(1984.00) 2
 EV0621  NGVD 29 (??/??/92)  909.557  (m)         2984.10   (f) ADJ UNCH    1 1
 EV0621
 EV0621.Superseded values are not recommended for survey control.
 EV0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0621.See file dsdata.txt to determine how the superseded data were derived.
 EV0621
 EV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU3817503172(NAD 83)
 EV0621_MARKER: DB = BENCH MARK DISK
 EV0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EV0621_STAMPING: 705-57-1968
 EV0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0621+STABILITY: SURFACE MOTION
 EV0621
 EV0621  HISTORY     - Date     Condition        Report By
 EV0621  HISTORY     - 1968     MONUMENTED       CA-071
 EV0621  HISTORY     - 1978     GOOD             NGS
 EV0621  HISTORY     - 1980     GOOD             CADT
 EV0621  HISTORY     - 1983     GOOD             USGS
 EV0621
 EV0621                          STATION DESCRIPTION
 EV0621
 EV0621'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0621'22.4 MI E FROM LUCERNE VALLEY.
 EV0621'22.4 MILES EAST FROM THE POST OFFICE AT LUCERNE VALLEY, 51 FEET
 EV0621'NORTH OF THE CENTER LINE OF OLD WOMAN SPRINGS ROAD, 7 1/2 FEET
 EV0621'NORTHWEST FROM WITNESS POST, 2 FEET LOWER THAN PAVEMENT PROJECTING
 EV0621'0.6 FOOT ABOVE GROUND.
 EV0621
 EV0621                          STATION RECOVERY (1978)
 EV0621
 EV0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0621'22.35 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0621'OF STATE HIGHWAY 62 AT YUCCA VALLEY, JUST WEST OF THE CREST OF A RISE
 EV0621'IN THE ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 EV0621
 EV0621                          STATION RECOVERY (1980)
 EV0621
 EV0621'RECOVERY NOTE BY CALTRANS 1980 (RWH)
 EV0621'THE STATION IS A SBD CO BENCH MARK 18.7 MILES NORTH-NORTHWEST OF
 EV0621'YUCCA VALLEY, 20.3 MILES EAST-SOUTHEAST OF LUCERNE VALLEY IN SEC 4
 EV0621'T3N R4E PM 22.4 CALIFORNIA HIGHWAY 247.
 EV0621'
 EV0621'TO REACH THE BENCH MARK FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62
 EV0621'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY, GO NORTH
 EV0621'ON CALIFORNIA HIGHWAY 247 FOR 22.4 MILES TO BENCH MARK ON RIGHT.
 EV0621'THIS STATION WAS ESTABLISHED BY EDM TRAVERSE FROM STATION RUBY CADT.
 EV0621'
 EV0621'THE BENCH MARK IS A SAN BERNARDINO COUNTY SURVEYOR BENCH MARK DISK IN
 EV0621'A 6 INCH SQUARE CONCRETE POST AND STAMPED---NO. 705.57 1968---48.5
 EV0621'FEET NORTH OF CENTERLINE CALIFORNIA HIGHWAY 247, 8 FEET WEST-NORTHWEST
 EV0621'OF 4 INCH BY 4 INCH WOODEN WITNESS POST, 1.6 FEET LOWER THAN
 EV0621'CENTERLINE CALIFORNIA HIGHWAY 247 AND PROJECTS 0.5 FOOT ABOVE GROUND.
 EV0621
 EV0621                          STATION RECOVERY (1983)
 EV0621
 EV0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0622 ***********************************************************************
 EV0622  DESIGNATION -  705 58
 EV0622  PID         -  EV0622
 EV0622  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0622  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0622
 EV0622                         *CURRENT SURVEY CONTROL
 EV0622  ___________________________________________________________________
 EV0622* NAD 83(1986)-  34 22 10.     (N)    116 35 29.     (W)     SCALED    
 EV0622* NAVD 88     -       908.64   (+/-2cm)    2981.1    (feet)  VERTCON   
 EV0622  ___________________________________________________________________
 EV0622  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EV0622  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0622
 EV0622.The horizontal coordinates were scaled from a topographic map and have
 EV0622.an estimated accuracy of +/- 6 seconds.
 EV0622
 EV0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0622.The vertical order pertains to the NGVD 29 superseded value.
 EV0622
 EV0622.The geoid height was determined by GEOID03.
 EV0622
 EV0622;                    North         East    Units  Estimated Accuracy
 EV0622;SPC CA 5     -   597,350.    2,129,560.      MT  (+/- 180 meters Scaled)
 EV0622
 EV0622                          SUPERSEDED SURVEY CONTROL
 EV0622
 EV0622  NGVD 29 (??/??/92)  907.81   (m)         2978.4    (f) COMPUTED    1 2
 EV0622
 EV0622.Superseded values are not recommended for survey control.
 EV0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0622.See file dsdata.txt to determine how the superseded data were derived.
 EV0622
 EV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU375031(NAD 83)
 EV0622_MARKER: Z = SEE DESCRIPTION
 EV0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0622_SP_SET: REINFORCING ROD
 EV0622_STAMPING: 705-58
 EV0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0622
 EV0622  HISTORY     - Date     Condition        Report By
 EV0622  HISTORY     - UNK      MONUMENTED       CA-071
 EV0622  HISTORY     - 1968     GOOD             CA-071
 EV0622
 EV0622                          STATION DESCRIPTION
 EV0622
 EV0622'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0622'22 MI E FROM LUCERNE VALLEY.
 EV0622'22.0 MILES EAST ALONG LUCERNE VALLEY-TWENTY NINE PALMS ROAD
 EV0622'(OLD WOMAN SPRINGS RD.) FROM THE POST OFFICE AT LUCERNE, 0.25
 EV0622'MILE EAST OF S.W. CORNER OF SEC. 5, T. 3 N., R 4 E., SET
 EV0622'REINFORCING ROD IN CONCRETE WITH BRASS TAG WIRED TO IT, 55
 EV0622'FEET NORTH OF CENTER LINE OF HIGHWAY, LEVEL WITH GROUND AND
 EV0622'1 1/2 FEET LOWER THAN PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0623 ***********************************************************************
 EV0623  DESIGNATION -  705 59
 EV0623  PID         -  EV0623
 EV0623  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0623  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0623
 EV0623                         *CURRENT SURVEY CONTROL
 EV0623  ___________________________________________________________________
 EV0623* NAD 83(1992)-  34 22 10.46182(N)    116 36 23.56985(W)     NO CHECK  
 EV0623* NAVD 88     -       895.851  (meters)    2939.14   (feet)  READJUSTED
 EV0623  ___________________________________________________________________
 EV0623  EPOCH DATE  -        1991.35
 EV0623  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 EV0623  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EV0623  DYNAMIC HT  -         894.760 (meters)    2935.56  (feet)  COMP
 EV0623  MODELED GRAV-     979,391.2   (mgal)                       NAVD 88
 EV0623
 EV0623  HORZ ORDER  -  SECOND
 EV0623  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0623
 EV0623.The horizontal coordinates were established by classical geodetic methods
 EV0623.and adjusted by the National Geodetic Survey in June 1996.
 EV0623.No horizontal observational check was made to the station.
 EV0623.The horizontal coordinates are valid at the epoch date displayed above.
 EV0623.The epoch date for horizontal control is a decimal equivalence
 EV0623.of Year/Month/Day.
 EV0623
 EV0623.The orthometric height was determined by differential leveling
 EV0623.and adjusted in February 1993.
 EV0623.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0623.distribution rate of 0.0 thru 1.0 mm/km.
 EV0623.The height was derived from older observations constrained to new
 EV0623.heights in a crustal motion area.  The height is approximate in
 EV0623.relation to other heights in its vicinity.
 EV0623
 EV0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV0623
 EV0623.The geoid height was determined by GEOID03.
 EV0623
 EV0623.The dynamic height is computed by dividing the NAVD 88
 EV0623.geopotential number by the normal gravity value computed on the
 EV0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0623.degrees latitude (g = 980.6199 gals.).
 EV0623
 EV0623.The modeled gravity was interpolated from observed gravity values.
 EV0623
 EV0623;                    North         East     Units Scale Factor Converg.
 EV0623;SPC CA 5     -   597,345.543 2,128,162.392   MT  0.99994416   +0 47 39.4
 EV0623;SPC CA 5     - 1,959,791.17  6,982,146.11   sFT  0.99994416   +0 47 39.4
 EV0623;UTM  11      - 3,803,204.826   536,176.509   MT  0.99961613   +0 13 19.6
 EV0623
 EV0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV0623!SPC CA 5     -   0.99986424  x   0.99994416  =   0.99980841
 EV0623!UTM  11      -   0.99986424  x   0.99961613  =   0.99948042
 EV0623
 EV0623                          SUPERSEDED SURVEY CONTROL
 EV0623
 EV0623  NAD 83(1986)-  34 22 10.46149(N)    116 36 23.57376(W) AD(1984.00) 2
 EV0623  NGVD 29 (??/??/92)  895.021  (m)         2936.41   (f) ADJ UNCH    1 1
 EV0623
 EV0623.Superseded values are not recommended for survey control.
 EV0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0623.See file dsdata.txt to determine how the superseded data were derived.
 EV0623
 EV0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU3617703205(NAD 83)
 EV0623_MARKER: DB = BENCH MARK DISK
 EV0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EV0623_STAMPING: 705-59 1968
 EV0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0623+STABILITY: SURFACE MOTION
 EV0623
 EV0623  HISTORY     - Date     Condition        Report By
 EV0623  HISTORY     - 1968     MONUMENTED       CA-071
 EV0623  HISTORY     - 1978     GOOD             NGS
 EV0623  HISTORY     - 1980     GOOD             CADT
 EV0623
 EV0623                          STATION DESCRIPTION
 EV0623
 EV0623'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0623'21.1 MI E FROM LUCERNE VALLEY.
 EV0623'21.1 MILES EAST ALONG LUCERNE VALLEY-TWENTY NINE PALMS ROAD
 EV0623'(OLD WOMAN SPRINGS ROAD) FROM THE POST OFFICE AT LUCERNE VALLEY,
 EV0623'0.4 MILE EAST OF MAIN NORTH, SOUTH DIRT ROAD (PONY ROAD),
 EV0623'0.1 MILE WEST OF DIRT ROAD TO THE SOUTH, APPROXIMATELY ONE
 EV0623'EASTERLY OF MODERN HOME AND 1 POLE WESTERLY OF ANGLE POINT IN
 EV0623'POWER LINE, 50 FEET NORTH OF CENTER LINE OF THE HIGHWAY, 8 FEET
 EV0623'NORTH OF WHITE WITNESS POST, 16 FEET SOUTH OF POWER POLE 66731
 EV0623'CEP CO, BRASS DISK IN TOP CONCRETE MONUMENT, AND PROJECTING
 EV0623'0.5 FOOT ABOVE GROUND AND ABOUT LEVEL WITH PAVEMENT.
 EV0623
 EV0623                          STATION RECOVERY (1978)
 EV0623
 EV0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0623'21.0 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION OF
 EV0623'STATE HIGHWAY 18 AT LUCERNE VALLEY, 0.1 MILE WEST OF THE JUNCTION OF
 EV0623'A DIRT ROAD LEADING SOUTH AND A TIMICO ACRES SIGN, 0.05 MILE EAST OF
 EV0623'A HOUSE AT 825 OLD WOMAN SPRINGS ROAD WITH A CYCLONE FENCE, 50 FEET
 EV0623'NORTH OF THE CENTER LINE OF THE ROAD, AND 16 FEET SOUTH OF POWER POLE
 EV0623'66731.
 EV0623
 EV0623                          STATION RECOVERY (1980)
 EV0623
 EV0623'RECOVERY NOTE BY CALTRANS 1980 (RWH)
 EV0623'THE STATION IS A SBD CO BENCH MARK 19 MILES NORTHWEST OF YUCCA VALLEY,
 EV0623'19 MILES EAST-SOUTHEAST OF LUCERNE VALLEY IN SEC 6 T3N R4E
 EV0623'PM 23.9 CALIFORNIA HIGHWAY 247.
 EV0623'
 EV0623'TO REACH THE BENCH MARK FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62
 EV0623'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY, GO NORTH
 EV0623'ON CALIFORNIA HIGHWAY 247 FOR 24.5 MILES TO BENCH MARK ON THE RIGHT.
 EV0623'THIS STATION WAS ESTABLISHED BY EDM TRAVERSE FROM STATION CHISEL CADT.
 EV0623'
 EV0623'THE BENCH MARK IS A SAN BERNARDINO COUNTY SURVEYOR BENCH MARK DISK IN
 EV0623'A 6 INCH SQUARE CONCRETE POST AND STAMPED---NO. 705.59 1968---IS 50.4
 EV0623'FEET NORTH OF CENTERLINE CALIFORNIA HIGHWAY 247, 15.3 FEET SOUTH OF
 EV0623'POWER POLE NUMBER 66731, 7.5 FEET NORTH OF A 4 INCH BY 4 INCH WOODEN
 EV0623'WITNESS POST, 0.9 FOOT LOWER THAN CENTERLINE ROUTE 247, PROJECTS 0.6
 EV0623'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0434 ***********************************************************************
 EV0434  DESIGNATION -  705 6
 EV0434  PID         -  EV0434
 EV0434  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0434  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0434
 EV0434                         *CURRENT SURVEY CONTROL
 EV0434  ___________________________________________________________________
 EV0434* NAD 83(1986)-  34 04 22.     (N)    116 32 49.     (W)     SCALED    
 EV0434* NAVD 88     -       841.236  (meters)    2759.96   (feet)  READJUSTED
 EV0434  ___________________________________________________________________
 EV0434  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EV0434  DYNAMIC HT  -         840.200 (meters)    2756.56  (feet)  COMP
 EV0434  MODELED GRAV-     979,371.3   (mgal)                       NAVD 88
 EV0434
 EV0434  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 EV0434
 EV0434.The horizontal coordinates were scaled from a topographic map and have
 EV0434.an estimated accuracy of +/- 6 seconds.
 EV0434
 EV0434.The orthometric height was determined by differential leveling
 EV0434.and adjusted in February 1993.
 EV0434.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 EV0434.distribution rate of 4.1 thru 8.0 mm/km.
 EV0434.The height was derived from older observations constrained to new
 EV0434.heights in a crustal motion area.  The height is approximate in
 EV0434.relation to other heights in its vicinity.
 EV0434
 EV0434.The geoid height was determined by GEOID03.
 EV0434
 EV0434.The dynamic height is computed by dividing the NAVD 88
 EV0434.geopotential number by the normal gravity value computed on the
 EV0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0434.degrees latitude (g = 980.6199 gals.).
 EV0434
 EV0434.The modeled gravity was interpolated from observed gravity values.
 EV0434
 EV0434;                    North         East    Units  Estimated Accuracy
 EV0434;SPC CA 5     -   564,510.    2,134,120.      MT  (+/- 180 meters Scaled)
 EV0434
 EV0434                          SUPERSEDED SURVEY CONTROL
 EV0434
 EV0434  NGVD 29 (??/??/92)  840.409  (m)         2757.24   (f) ADJ UNCH    1 1
 EV0434
 EV0434.Superseded values are not recommended for survey control.
 EV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0434.See file dsdata.txt to determine how the superseded data were derived.
 EV0434
 EV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT418703(NAD 83)
 EV0434_MARKER: DD = SURVEY DISK
 EV0434_SETTING: 0 = UNSPECIFIED SETTING
 EV0434_STAMPING: 705.6 1968
 EV0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0434
 EV0434  HISTORY     - Date     Condition        Report By
 EV0434  HISTORY     - 1968     MONUMENTED       CA-071
 EV0434  HISTORY     - 1970     GOOD             NGS
 EV0434  HISTORY     - 1978     GOOD             NGS
 EV0434  HISTORY     - 1983     GOOD             USGS
 EV0434
 EV0434                          STATION DESCRIPTION
 EV0434
 EV0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EV0434'2.8 MI NE FROM MORONGO VALLEY.
 EV0434'ALONG THE NORTHWEST SIDE OF 29 PALMS HIGHWAY, 2.75 MILES
 EV0434'NORTHWEST OF THE POST OFFICE AT MORONGO VALLEY, 57.0 FEET
 EV0434'NORTHWEST OF THE CENTER OF THE HIGHWAY, 54.0 FEET WEST-SOUTHWEST
 EV0434'OF POWERLINE POLE 1685677E, 53.5 FEET WEST-SOUTHWEST OF C AND
 EV0434'GS BENCH MARK Q 721 RESET AND 3.0 FEET WEST OF A 4 X 4 INCHES
 EV0434'SQUARE WOODEN WITNESS POST PAINTED WHITE AND LETTERED SB CO BM.
 EV0434
 EV0434                          STATION RECOVERY (1978)
 EV0434
 EV0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0434'RECOVERED IN GOOD CONDITION.
 EV0434
 EV0434                          STATION RECOVERY (1983)
 EV0434
 EV0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EV0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0624 ***********************************************************************
 EV0624  DESIGNATION -  705 60
 EV0624  PID         -  EV0624
 EV0624  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0624  USGS QUAD   -  BIGHORN CANYON (1994)
 EV0624
 EV0624                         *CURRENT SURVEY CONTROL
 EV0624  ___________________________________________________________________
 EV0624* NAD 83(1986)-  34 22 12.     (N)    116 37 06.     (W)     SCALED    
 EV0624* NAVD 88     -       893.99   (+/-2cm)    2933.0    (feet)  VERTCON   
 EV0624  ___________________________________________________________________
 EV0624  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EV0624  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0624
 EV0624.The horizontal coordinates were scaled from a topographic map and have
 EV0624.an estimated accuracy of +/- 6 seconds.
 EV0624
 EV0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0624.The vertical order pertains to the NGVD 29 superseded value.
 EV0624
 EV0624.The geoid height was determined by GEOID03.
 EV0624
 EV0624;                    North         East    Units  Estimated Accuracy
 EV0624;SPC CA 5     -   597,380.    2,127,080.      MT  (+/- 180 meters Scaled)
 EV0624
 EV0624                          SUPERSEDED SURVEY CONTROL
 EV0624
 EV0624  NGVD 29 (??/??/92)  893.153  (m)         2930.29   (f) ADJ UNCH    1 2
 EV0624
 EV0624.Superseded values are not recommended for survey control.
 EV0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0624.See file dsdata.txt to determine how the superseded data were derived.
 EV0624
 EV0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU350032(NAD 83)
 EV0624_MARKER: S = SPIKE
 EV0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0624_SP_SET: POWER POLE
 EV0624_STAMPING: 705-60-1968
 EV0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0624
 EV0624  HISTORY     - Date     Condition        Report By
 EV0624  HISTORY     - 1968     MONUMENTED       CA-071
 EV0624
 EV0624                          STATION DESCRIPTION
 EV0624
 EV0624'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0624'20.6 MI E FROM LUCERNE VALLEY.
 EV0624'20.6 MILES EAST FROM POST OFFICE AT LUCERNE VALLEY, 0.4 MILES
 EV0624'WEST FROM PONY ROAD LEADING NORTH AND SOUTH, 105 FEET NORTH OF
 EV0624'OLD WOMAN SPRINGS ROAD, SET RAILROAD SPIKE IN POWER POLE NUMBER
 EV0624'66725 C.E.P. CO. LEVEL WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2798 ***********************************************************************
 EV2798  DESIGNATION -  705 61
 EV2798  PID         -  EV2798
 EV2798  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2798  USGS QUAD   -  RATTLESNAKE CANYON (1996)
 EV2798
 EV2798                         *CURRENT SURVEY CONTROL
 EV2798  ___________________________________________________________________
 EV2798* NAD 83(1986)-  34 22 11.     (N)    116 37 40.     (W)     SCALED    
 EV2798* NAVD 88     -       905.152  (meters)    2969.65   (feet)  READJUSTED
 EV2798  ___________________________________________________________________
 EV2798  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EV2798  DYNAMIC HT  -         904.050 (meters)    2966.04  (feet)  COMP
 EV2798  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 EV2798  OBS GRAVITY -     979,385.6   (mgal)                       GRAV_OBS
 EV2798
 EV2798  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2798
 EV2798.The horizontal coordinates were scaled from a topographic map and have
 EV2798.an estimated accuracy of +/- 6 seconds.
 EV2798
 EV2798.The orthometric height was determined by differential leveling
 EV2798.and adjusted in February 1993.
 EV2798.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2798.distribution rate of 0.0 thru 1.0 mm/km.
 EV2798.The height was derived from older observations constrained to new
 EV2798.heights in a crustal motion area.  The height is approximate in
 EV2798.relation to other heights in its vicinity.
 EV2798
 EV2798.The geoid height was determined by GEOID03.
 EV2798
 EV2798.The dynamic height is computed by dividing the NAVD 88
 EV2798.geopotential number by the normal gravity value computed on the
 EV2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2798.degrees latitude (g = 980.6199 gals.).
 EV2798
 EV2798.The modeled gravity was interpolated from observed gravity values.
 EV2798.The observed gravity was obtained from relative gravimeter ties
 EV2798.to the IGSN71 gravity network.
 EV2798
 EV2798;                    North         East    Units  Estimated Accuracy
 EV2798;SPC CA 5     -   597,340.    2,126,210.      MT  (+/- 180 meters Scaled)
 EV2798
 EV2798                          SUPERSEDED SURVEY CONTROL
 EV2798
 EV2798  NGVD 29 (??/??/92)  904.320  (m)         2966.92   (f) ADJ UNCH    1 1
 EV2798
 EV2798.Superseded values are not recommended for survey control.
 EV2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2798.See file dsdata.txt to determine how the superseded data were derived.
 EV2798
 EV2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU342032(NAD 83)
 EV2798_MARKER: DD = SURVEY DISK
 EV2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2798_STAMPING: 705-61-1968
 EV2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2798+STABILITY: SURFACE MOTION
 EV2798
 EV2798  HISTORY     - Date     Condition        Report By
 EV2798  HISTORY     - 1968     MONUMENTED       CA-071
 EV2798  HISTORY     - 1978     GOOD             NGS
 EV2798
 EV2798                          STATION DESCRIPTION
 EV2798
 EV2798'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2798'19.9 MI E FROM LUCERNE VALLEY.
 EV2798'19.9 MILES EAST FROM POST OFFICE AT LUCERNE VALLEY, 68 FEET
 EV2798'NORTH OF OLD WOMAN SPRINGS ROAD, 243 FEET WEST OF ROAD LEADING
 EV2798'TO SOUTH, 67 FEET SOUTH OF POWER POLE AND POWER LINE POLE
 EV2798'NUMBER 66719 C.E.P. CO., LEVEL WITH PAVEMENT, 0.6 FOOT ABOVE
 EV2798'GROUND.
 EV2798
 EV2798                          STATION RECOVERY (1978)
 EV2798
 EV2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2798'19.85 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV2798'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, 68 FEET NORTH OF THE CENTER
 EV2798'LINE OF THE ROAD, AND 67 FEET SOUTH OF POWER POLE 66719.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2797 ***********************************************************************
 EV2797  DESIGNATION -  705 62
 EV2797  PID         -  EV2797
 EV2797  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2797  USGS QUAD   -  RATTLESNAKE CANYON (1996)
 EV2797
 EV2797                         *CURRENT SURVEY CONTROL
 EV2797  ___________________________________________________________________
 EV2797* NAD 83(1986)-  34 22 12.     (N)    116 38 19.     (W)     SCALED    
 EV2797* NAVD 88     -       923.10   (+/-2cm)    3028.5    (feet)  VERTCON   
 EV2797  ___________________________________________________________________
 EV2797  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EV2797  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2797
 EV2797.The horizontal coordinates were scaled from a topographic map and have
 EV2797.an estimated accuracy of +/- 6 seconds.
 EV2797
 EV2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2797.The vertical order pertains to the NGVD 29 superseded value.
 EV2797
 EV2797.The geoid height was determined by GEOID03.
 EV2797
 EV2797;                    North         East    Units  Estimated Accuracy
 EV2797;SPC CA 5     -   597,350.    2,125,210.      MT  (+/- 180 meters Scaled)
 EV2797
 EV2797                          SUPERSEDED SURVEY CONTROL
 EV2797
 EV2797  NGVD 29 (??/??/92)  922.263  (m)         3025.79   (f) ADJ UNCH    1 2
 EV2797
 EV2797.Superseded values are not recommended for survey control.
 EV2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2797.See file dsdata.txt to determine how the superseded data were derived.
 EV2797
 EV2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU332032(NAD 83)
 EV2797_MARKER: S = SPIKE
 EV2797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2797_SP_SET: POWER POLE
 EV2797_STAMPING: SBCO RM 705-62
 EV2797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2797
 EV2797  HISTORY     - Date     Condition        Report By
 EV2797  HISTORY     - UNK      MONUMENTED       CA-071
 EV2797  HISTORY     - 1968     GOOD             CA-071
 EV2797
 EV2797                          STATION DESCRIPTION
 EV2797
 EV2797'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2797'19.3 MI E FROM LUCERNE VALLEY.
 EV2797'19.3 MILES EAST ALONG THE LUCERNE VALLEY-TWENTY NINE PALMS
 EV2797'ROAD (OLD WOMAN SPRINGS ROAD) FROM THE POST OFFICE AT LUCERNE
 EV2797'VALLEY, SET R.R. SPIKE IN POWER POLE 66713CEPCO, 111 FEET
 EV2797'NORTH FROM CENTER LINE OF HIGHWAY, 0.6 FOOT ABOVE THE GROUND
 EV2797'AND ABOUT LEVEL WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2795 ***********************************************************************
 EV2795  DESIGNATION -  705 63
 EV2795  PID         -  EV2795
 EV2795  STATE/COUNTY-  CA/SAN BERNARDINO
 EV2795  USGS QUAD   -  RATTLESNAKE CANYON (1996)
 EV2795
 EV2795                         *CURRENT SURVEY CONTROL
 EV2795  ___________________________________________________________________
 EV2795* NAD 83(1986)-  34 22 23.     (N)    116 39 26.     (W)     SCALED    
 EV2795* NAVD 88     -       956.68   (+/-2cm)    3138.7    (feet)  VERTCON   
 EV2795  ___________________________________________________________________
 EV2795  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EV2795  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV2795
 EV2795.The horizontal coordinates were scaled from a topographic map and have
 EV2795.an estimated accuracy of +/- 6 seconds.
 EV2795
 EV2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2795.The vertical order pertains to the NGVD 29 superseded value.
 EV2795
 EV2795.The geoid height was determined by GEOID03.
 EV2795
 EV2795;                    North         East    Units  Estimated Accuracy
 EV2795;SPC CA 5     -   597,670.    2,123,500.      MT  (+/- 180 meters Scaled)
 EV2795
 EV2795                          SUPERSEDED SURVEY CONTROL
 EV2795
 EV2795  NGVD 29 (??/??/92)  955.833  (m)         3135.93   (f) ADJ UNCH    1 2
 EV2795
 EV2795.Superseded values are not recommended for survey control.
 EV2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2795.See file dsdata.txt to determine how the superseded data were derived.
 EV2795
 EV2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU315035(NAD 83)
 EV2795_MARKER: S = SPIKE
 EV2795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2795_SP_SET: POWER POLE
 EV2795_STAMPING: 705-63 1968
 EV2795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2795
 EV2795  HISTORY     - Date     Condition        Report By
 EV2795  HISTORY     - 1968     MONUMENTED       CA-071
 EV2795
 EV2795                          STATION DESCRIPTION
 EV2795
 EV2795'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV2795'18.4 MI E FROM LUCERNE VALLEY.
 EV2795'18.35 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM POST OFFICE
 EV2795'AT LUCERNE VALLEY, 3.5 MILES EAST OF THE ENTRANCE TO OLD WOMAN
 EV2795'SPRINGS RANCH, 49 FEET NORTH OF OLD WOMAN SPRINGS ROAD, SET
 EV2795'RAILROAD SPIKE IN POWER POLE NUMBER 66701 C.E.P. CO., 100 FEET
 EV2795'NORTH OF ANCHOR POLE 66739 C.E.P. CO., A DIRT ROAD LEADING
 EV2795'SOUTH AND LEVEL WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0651 ***********************************************************************
 EV0651  DESIGNATION -  705 64
 EV0651  PID         -  EV0651
 EV0651  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0651  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0651
 EV0651                         *CURRENT SURVEY CONTROL
 EV0651  ___________________________________________________________________
 EV0651* NAD 83(1992)-  34 22 40.32591(N)    116 39 45.17392(W)     NO CHECK  
 EV0651* NAVD 88     -       956.855  (meters)    3139.28   (feet)  READJUSTED
 EV0651  ___________________________________________________________________
 EV0651  EPOCH DATE  -        1991.35
 EV0651  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EV0651  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EV0651  DYNAMIC HT  -         955.680 (meters)    3135.43  (feet)  COMP
 EV0651  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 EV0651  OBS GRAVITY -     979,372.5   (mgal)                       GRAV_OBS
 EV0651
 EV0651  HORZ ORDER  -  SECOND
 EV0651  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0651
 EV0651.The horizontal coordinates were established by classical geodetic methods
 EV0651.and adjusted by the National Geodetic Survey in June 1996.
 EV0651.No horizontal observational check was made to the station.
 EV0651.The horizontal coordinates are valid at the epoch date displayed above.
 EV0651.The epoch date for horizontal control is a decimal equivalence
 EV0651.of Year/Month/Day.
 EV0651
 EV0651.The orthometric height was determined by differential leveling
 EV0651.and adjusted in February 1993.
 EV0651.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0651.distribution rate of 0.0 thru 1.0 mm/km.
 EV0651.The height was derived from older observations constrained to new
 EV0651.heights in a crustal motion area.  The height is approximate in
 EV0651.relation to other heights in its vicinity.
 EV0651
 EV0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV0651
 EV0651.The geoid height was determined by GEOID03.
 EV0651
 EV0651.The dynamic height is computed by dividing the NAVD 88
 EV0651.geopotential number by the normal gravity value computed on the
 EV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0651.degrees latitude (g = 980.6199 gals.).
 EV0651
 EV0651.The modeled gravity was interpolated from observed gravity values.
 EV0651.The observed gravity was obtained from relative gravimeter ties
 EV0651.to the IGSN71 gravity network.
 EV0651
 EV0651;                    North         East     Units Scale Factor Converg.
 EV0651;SPC CA 5     -   598,195.662 2,122,999.773   MT  0.99994321   +0 45 44.5
 EV0651;SPC CA 5     - 1,962,580.27  6,965,208.42   sFT  0.99994321   +0 45 44.5
 EV0651;UTM  11      - 3,804,106.145   531,024.333   MT  0.99961186   +0 11 26.0
 EV0651
 EV0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EV0651!SPC CA 5     -   0.99985466  x   0.99994321  =   0.99979788
 EV0651!UTM  11      -   0.99985466  x   0.99961186  =   0.99946658
 EV0651
 EV0651                          SUPERSEDED SURVEY CONTROL
 EV0651
 EV0651  NAD 83(1986)-  34 22 40.32653(N)    116 39 45.17772(W) AD(1984.00) 2
 EV0651  NGVD 29 (??/??/92)  956.012  (m)         3136.52   (f) ADJ UNCH    1 1
 EV0651
 EV0651.Superseded values are not recommended for survey control.
 EV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0651.See file dsdata.txt to determine how the superseded data were derived.
 EV0651
 EV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU3102404106(NAD 83)
 EV0651_MARKER: DB = BENCH MARK DISK
 EV0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EV0651_STAMPING: 705-64-1968
 EV0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 EV0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0651+STABILITY: SURFACE MOTION
 EV0651
 EV0651  HISTORY     - Date     Condition        Report By
 EV0651  HISTORY     - 1968     MONUMENTED       CA-071
 EV0651  HISTORY     - 1978     GOOD             NGS
 EV0651  HISTORY     - 1980     GOOD             CADT
 EV0651
 EV0651                          STATION DESCRIPTION
 EV0651
 EV0651'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0651'17.8 MI E FROM LUCERNE VALLEY.
 EV0651'17.85 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM POST OFFICE
 EV0651'AT LUCERNE VALLEY, 3.0 MILES EAST OF THE ENTRANCE TO OLD WOMAN
 EV0651'SPRINGS RANCH, 100 FEET EAST OF ROAD LEADING TO TOP OF SMALL
 EV0651'HILL, 52 FEET NORTH OF CENTER LINE OLD WOMAN SPRINGS ROAD,
 EV0651'5 1/2 FEET NORTHWEST FROM WITNESS POST, 2 FEET ABOVE PAVEMENT,
 EV0651'63 FEET WEST FROM POWER POLE 66696 C.E.P. CO. PROJECTING 1
 EV0651'FOOT ABOVE THE GROUND.
 EV0651
 EV0651                          STATION RECOVERY (1978)
 EV0651
 EV0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0651'17.65 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0651'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, ON THE SOUTH SIDE OF A SMALL
 EV0651'HILL, AT THE EAST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING
 EV0651'NORTHWEST TO OLD WOMAN SPRINGS, 52 FEET NORTHEAST OF THE CENTER LINE
 EV0651'OF THE ROAD, 124.5 FEET EAST OF THE CENTER OF THE JUNCTION OF THE ROAD
 EV0651'AND THE SOUTHEAST FORK OF A DIRT ROAD, AND 63 FEET NORTHWEST OF POWER
 EV0651'POLE 66696.
 EV0651
 EV0651                          STATION RECOVERY (1980)
 EV0651
 EV0651'RECOVERY NOTE BY CALTRANS 1980 (RWH)
 EV0651'THE STATION IS A SBD CO BENCH MARK 22 MILES NORTHWEST OF YUCCA VALLEY,
 EV0651'17 MILES EAST-SOUTHEAST OF LUCERNE VALLEY, IN SEC3 T3N R3E
 EV0651'PM 27.15 CALIFORNIA HIGHWAY 247.
 EV0651'
 EV0651'TO REACH THE BENCH MARK FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62
 EV0651'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY, GO NORTH
 EV0651'ON CALIFORNIA HIGHWAY 247 FOR 27.15 MILES TO DIRT ROAD ON RIGHT.  THE
 EV0651'BENCH MARK IS IN THE NORTHEAST CORNER.  THIS STATION WAS ESTABLISHED
 EV0651'BY EDM TRAVERSE FROM STATION NEWT CADT.
 EV0651'
 EV0651'THE BENCH MARK IS A SAN BERNARDINO COUNTY SURVEYOR BENCH MARK DISK IN
 EV0651'A 6 INCH SQUARE CONCRETE POST STAMPED---NO. 705.64 1968---63 FEET
 EV0651'NORTHWEST OF POWER POLE NUMBER 66696, 52.4 FEET NORTHEAST OF
 EV0651'CENTERLINE CALIFORNIA HIGHWAY 247, 5.3 FEET NORTH OF 4 INCH BY 4 INCH
 EV0651'WOODEN WITNESS POST, 1.2 FEET HIGHER THAN CENTERLINE CALIFORNIA
 EV0651'HIGHWAY 247, PROJECTS 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0652 ***********************************************************************
 EV0652  DESIGNATION -  705 65
 EV0652  PID         -  EV0652
 EV0652  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0652  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0652
 EV0652                         *CURRENT SURVEY CONTROL
 EV0652  ___________________________________________________________________
 EV0652* NAD 83(1986)-  34 22 57.     (N)    116 40 06.     (W)     SCALED    
 EV0652* NAVD 88     -       946.64   (+/-2cm)    3105.8    (feet)  VERTCON   
 EV0652  ___________________________________________________________________
 EV0652  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EV0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0652
 EV0652.The horizontal coordinates were scaled from a topographic map and have
 EV0652.an estimated accuracy of +/- 6 seconds.
 EV0652
 EV0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0652.The vertical order pertains to the NGVD 29 superseded value.
 EV0652
 EV0652.The geoid height was determined by GEOID03.
 EV0652
 EV0652;                    North         East    Units  Estimated Accuracy
 EV0652;SPC CA 5     -   598,700.    2,122,460.      MT  (+/- 180 meters Scaled)
 EV0652
 EV0652                          SUPERSEDED SURVEY CONTROL
 EV0652
 EV0652  NGVD 29 (??/??/92)  945.793  (m)         3102.99   (f) ADJ UNCH    1 2
 EV0652
 EV0652.Superseded values are not recommended for survey control.
 EV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0652.See file dsdata.txt to determine how the superseded data were derived.
 EV0652
 EV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU304046(NAD 83)
 EV0652_MARKER: S = SPIKE
 EV0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0652_SP_SET: POWER POLE
 EV0652_STAMPING: SBCO BM 705-65
 EV0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0652
 EV0652  HISTORY     - Date     Condition        Report By
 EV0652  HISTORY     - UNK      MONUMENTED       CA-071
 EV0652  HISTORY     - 1968     GOOD             CA-071
 EV0652
 EV0652                          STATION DESCRIPTION
 EV0652
 EV0652'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0652'17.4 MI E FROM LUCERNE VALLEY.
 EV0652'17.4 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0652'OFFICE AT LUCERNE VALLEY, 2.6 MILES EAST OF THE ENTRANCE TO
 EV0652'OLD WOMAN SPRINGS RANCH, 50 FEET NORTHEASTERLY OF CENTER LINE
 EV0652'OF PAVEMENT, SET R.R. SPIKE IN POWER POLE NO. 66691 C.E.P. CO.,
 EV0652'0.7 FOOT ABOVE GROUND AND 0.5 FOOT ABOVE CENTER LINE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0653 ***********************************************************************
 EV0653  DESIGNATION -  705 66
 EV0653  PID         -  EV0653
 EV0653  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0653  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0653
 EV0653                         *CURRENT SURVEY CONTROL
 EV0653  ___________________________________________________________________
 EV0653* NAD 83(1986)-  34 23 16.     (N)    116 40 22.     (W)     SCALED    
 EV0653* NAVD 88     -       937.120  (meters)    3074.53   (feet)  READJUSTED
 EV0653  ___________________________________________________________________
 EV0653  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EV0653  DYNAMIC HT  -         935.970 (meters)    3070.76  (feet)  COMP
 EV0653  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 EV0653
 EV0653  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0653
 EV0653.The horizontal coordinates were scaled from a topographic map and have
 EV0653.an estimated accuracy of +/- 6 seconds.
 EV0653
 EV0653.The orthometric height was determined by differential leveling
 EV0653.and adjusted in February 1993.
 EV0653.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0653.distribution rate of 0.0 thru 1.0 mm/km.
 EV0653.The height was derived from older observations constrained to new
 EV0653.heights in a crustal motion area.  The height is approximate in
 EV0653.relation to other heights in its vicinity.
 EV0653
 EV0653.The geoid height was determined by GEOID03.
 EV0653
 EV0653.The dynamic height is computed by dividing the NAVD 88
 EV0653.geopotential number by the normal gravity value computed on the
 EV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0653.degrees latitude (g = 980.6199 gals.).
 EV0653
 EV0653.The modeled gravity was interpolated from observed gravity values.
 EV0653
 EV0653;                    North         East    Units  Estimated Accuracy
 EV0653;SPC CA 5     -   599,280.    2,122,050.      MT  (+/- 180 meters Scaled)
 EV0653
 EV0653                          SUPERSEDED SURVEY CONTROL
 EV0653
 EV0653  NGVD 29 (??/??/92)  936.278  (m)         3071.77   (f) ADJ UNCH    1 1
 EV0653
 EV0653.Superseded values are not recommended for survey control.
 EV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0653.See file dsdata.txt to determine how the superseded data were derived.
 EV0653
 EV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU300052(NAD 83)
 EV0653_MARKER: DD = SURVEY DISK
 EV0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0653_STAMPING: 705-66 1968
 EV0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0653+STABILITY: SURFACE MOTION
 EV0653
 EV0653  HISTORY     - Date     Condition        Report By
 EV0653  HISTORY     - 1968     MONUMENTED       CA-071
 EV0653  HISTORY     - 1978     GOOD             NGS
 EV0653
 EV0653                          STATION DESCRIPTION
 EV0653
 EV0653'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0653'17 MI E FROM LUCERNE VALLEY.
 EV0653'17.0 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0653'AT LUCERNE VALLEY, 2.2 MILES EAST OF THE ENTRANCE TO OLD WOMAN
 EV0653'SPRINGS RANCH, 48 FEET NORTHEASTERLY FROM CENTER LINE OF PAVEMENT,
 EV0653'SET BRASS DISK IN CONCRETE MONUMENT, PROJECTING 1 FOOT ABOVE
 EV0653'GROUND, LEVEL WITH CENTER LINE PAVEMENT, 214 FEET NORTHWESTERLY
 EV0653'OF POWER POLE NO. 66687 C.E.P. CO., 4 1/2 FEET NORTHEASTERLY
 EV0653'OF WHITE WITNESS POST.
 EV0653
 EV0653                          STATION RECOVERY (1978)
 EV0653
 EV0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0653'16.75 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0653'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, 48 FEET NORTHEAST OF THE
 EV0653'CENTER LINE OF THE ROAD, 214 FEET NORTHWEST OF POWER LINE POLE 66687.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0654 ***********************************************************************
 EV0654  DESIGNATION -  705 67
 EV0654  PID         -  EV0654
 EV0654  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0654  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0654
 EV0654                         *CURRENT SURVEY CONTROL
 EV0654  ___________________________________________________________________
 EV0654* NAD 83(1986)-  34 23 35.     (N)    116 40 49.     (W)     SCALED    
 EV0654* NAVD 88     -       925.82   (+/-2cm)    3037.5    (feet)  VERTCON   
 EV0654  ___________________________________________________________________
 EV0654  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EV0654  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0654
 EV0654.The horizontal coordinates were scaled from a topographic map and have
 EV0654.an estimated accuracy of +/- 6 seconds.
 EV0654
 EV0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0654.The vertical order pertains to the NGVD 29 superseded value.
 EV0654
 EV0654.The geoid height was determined by GEOID03.
 EV0654
 EV0654;                    North         East    Units  Estimated Accuracy
 EV0654;SPC CA 5     -   599,860.    2,121,350.      MT  (+/- 180 meters Scaled)
 EV0654
 EV0654                          SUPERSEDED SURVEY CONTROL
 EV0654
 EV0654  NGVD 29 (??/??/92)  924.982  (m)         3034.71   (f) ADJ UNCH    1 2
 EV0654
 EV0654.Superseded values are not recommended for survey control.
 EV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0654.See file dsdata.txt to determine how the superseded data were derived.
 EV0654
 EV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU293057(NAD 83)
 EV0654_MARKER: S = SPIKE
 EV0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0654_SP_SET: POWER POLE
 EV0654_STAMPING: 705-67 1968
 EV0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0654
 EV0654  HISTORY     - Date     Condition        Report By
 EV0654  HISTORY     - 1968     MONUMENTED       CA-071
 EV0654
 EV0654                          STATION DESCRIPTION
 EV0654
 EV0654'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0654'16.4 MI E FROM LUCERNE VALLEY.
 EV0654'16.4 MILES EAST ALONG OLD WOMAN SPRINGS ROAD, FROM THE POST
 EV0654'OFFICE AT LUCERNE VALLEY, 1.5 MILES EAST OF THE OLD WOMAN SPRINGS
 EV0654'RANCH ENTRANCE, 47 FEET NORTHEAST CENTER LINE PAVEMENT, LEVEL
 EV0654'WITH PAVEMENT, POWER POLE NUMBER 66681 C.E.P. CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0655 ***********************************************************************
 EV0655  DESIGNATION -  705 68
 EV0655  PID         -  EV0655
 EV0655  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0655  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0655
 EV0655                         *CURRENT SURVEY CONTROL
 EV0655  ___________________________________________________________________
 EV0655* NAD 83(1986)-  34 23 56.     (N)    116 41 14.     (W)     SCALED    
 EV0655* NAVD 88     -       937.408  (meters)    3075.48   (feet)  READJUSTED
 EV0655  ___________________________________________________________________
 EV0655  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EV0655  DYNAMIC HT  -         936.260 (meters)    3071.71  (feet)  COMP
 EV0655  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 EV0655  OBS GRAVITY -     979,378.3   (mgal)                       GRAV_OBS
 EV0655
 EV0655  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0655
 EV0655.The horizontal coordinates were scaled from a topographic map and have
 EV0655.an estimated accuracy of +/- 6 seconds.
 EV0655
 EV0655.The orthometric height was determined by differential leveling
 EV0655.and adjusted in February 1993.
 EV0655.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0655.distribution rate of 0.0 thru 1.0 mm/km.
 EV0655.The height was derived from older observations constrained to new
 EV0655.heights in a crustal motion area.  The height is approximate in
 EV0655.relation to other heights in its vicinity.
 EV0655
 EV0655.The geoid height was determined by GEOID03.
 EV0655
 EV0655.The dynamic height is computed by dividing the NAVD 88
 EV0655.geopotential number by the normal gravity value computed on the
 EV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0655.degrees latitude (g = 980.6199 gals.).
 EV0655
 EV0655.The modeled gravity was interpolated from observed gravity values.
 EV0655.The observed gravity was obtained from relative gravimeter ties
 EV0655.to the IGSN71 gravity network.
 EV0655
 EV0655;                    North         East    Units  Estimated Accuracy
 EV0655;SPC CA 5     -   600,500.    2,120,700.      MT  (+/- 180 meters Scaled)
 EV0655
 EV0655                          SUPERSEDED SURVEY CONTROL
 EV0655
 EV0655  NGVD 29 (??/??/92)  936.565  (m)         3072.71   (f) ADJ UNCH    1 1
 EV0655
 EV0655.Superseded values are not recommended for survey control.
 EV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0655.See file dsdata.txt to determine how the superseded data were derived.
 EV0655
 EV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU287064(NAD 83)
 EV0655_MARKER: DD = SURVEY DISK
 EV0655_SETTING: 0 = UNSPECIFIED SETTING
 EV0655_STAMPING: 705-68 1968
 EV0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0655
 EV0655  HISTORY     - Date     Condition        Report By
 EV0655  HISTORY     - 1968     MONUMENTED       CA-071
 EV0655  HISTORY     - 1978     GOOD             NGS
 EV0655
 EV0655                          STATION DESCRIPTION
 EV0655
 EV0655'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0655'15.8 MI E FROM LUCERNE VALLEY.
 EV0655'15.8 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0655'OFFICE AT LUCERNE VALLEY, 1.0 MILE EAST OF THE OLD WOMAN SPRINGS
 EV0655'RANCH ENTRANCE, 50 FEET NORTH OF CENTER LINE PAVEMENT, 52 1/2
 EV0655'FEET EAST OF POWER POLE NUMBER 66675 C.E.P. CO., SET ON OUTSIDE
 EV0655'OF CURVE, 5 1/2 FEET NORTHEAST OF WITNESS POST, PROJECTING
 EV0655'1.0 FOOT ABOVE GROUND, 1 1/2 FEET BELOW PAVEMENT.
 EV0655
 EV0655                          STATION RECOVERY (1978)
 EV0655
 EV0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0655'15.65 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0655'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, 1.0 MILE EAST OF THE JUNCTION
 EV0655'OF A GRAVEL ROAD LEADING SOUTH TO OLD WOMAN SPRINGS RANCH, ON THE
 EV0655'OUTSIDE OF A LONG CURVE, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 EV0655'AND 52.5 FEET EAST OF POWER POLE 66675.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0656 ***********************************************************************
 EV0656  DESIGNATION -  705 69
 EV0656  PID         -  EV0656
 EV0656  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0656  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0656
 EV0656                         *CURRENT SURVEY CONTROL
 EV0656  ___________________________________________________________________
 EV0656* NAD 83(1986)-  34 23 58.     (N)    116 41 46.     (W)     SCALED    
 EV0656* NAVD 88     -       949.83   (+/-2cm)    3116.2    (feet)  VERTCON   
 EV0656  ___________________________________________________________________
 EV0656  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EV0656  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0656
 EV0656.The horizontal coordinates were scaled from a topographic map and have
 EV0656.an estimated accuracy of +/- 6 seconds.
 EV0656
 EV0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0656.The vertical order pertains to the NGVD 29 superseded value.
 EV0656
 EV0656.The geoid height was determined by GEOID03.
 EV0656
 EV0656;                    North         East    Units  Estimated Accuracy
 EV0656;SPC CA 5     -   600,550.    2,119,880.      MT  (+/- 180 meters Scaled)
 EV0656
 EV0656                          SUPERSEDED SURVEY CONTROL
 EV0656
 EV0656  NGVD 29 (??/??/92)  948.985  (m)         3113.46   (f) ADJ UNCH    1 2
 EV0656
 EV0656.Superseded values are not recommended for survey control.
 EV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0656.See file dsdata.txt to determine how the superseded data were derived.
 EV0656
 EV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU279064(NAD 83)
 EV0656_MARKER: S = SPIKE
 EV0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0656_SP_SET: POWER POLE
 EV0656_STAMPING: SBCO BM 705-69
 EV0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0656
 EV0656  HISTORY     - Date     Condition        Report By
 EV0656  HISTORY     - 1969     MONUMENTED       CA-071
 EV0656
 EV0656                          STATION DESCRIPTION
 EV0656
 EV0656'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0656'15.3 MI E FROM LUCERNE VALLEY.
 EV0656'15.3 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0656'OFFICE AT LUCERNE VALLEY 0.5 MI. EAST OF THE ENTRANCE TO THE
 EV0656'OLD WOMAN SPRINGS RANCH, 54 FEET NORTH OF CENTER LINE OF HIGHWAY,
 EV0656'SET R.R. SPIKE IN POWER POLE 66670 CEP CO., 1/2 FOOT ABOVE
 EV0656'GROUND AND 1 FOOT PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0435 ***********************************************************************
 EV0435  DESIGNATION -  705 7
 EV0435  PID         -  EV0435
 EV0435  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0435  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0435
 EV0435                         *CURRENT SURVEY CONTROL
 EV0435  ___________________________________________________________________
 EV0435* NAD 83(1986)-  34 04 40.     (N)    116 32 23.     (W)     SCALED    
 EV0435* NAVD 88     -       830.34   (+/-2cm)    2724.2    (feet)  VERTCON   
 EV0435  ___________________________________________________________________
 EV0435  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EV0435  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0435
 EV0435.The horizontal coordinates were scaled from a topographic map and have
 EV0435.an estimated accuracy of +/- 6 seconds.
 EV0435
 EV0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0435.The vertical order pertains to the NGVD 29 superseded value.
 EV0435
 EV0435.The geoid height was determined by GEOID03.
 EV0435
 EV0435;                    North         East    Units  Estimated Accuracy
 EV0435;SPC CA 5     -   565,070.    2,134,780.      MT  (+/- 180 meters Scaled)
 EV0435
 EV0435                          SUPERSEDED SURVEY CONTROL
 EV0435
 EV0435  NGVD 29 (??/??/92)  829.52   (m)         2721.5    (f) COMPUTED    1 2
 EV0435
 EV0435.Superseded values are not recommended for survey control.
 EV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0435.See file dsdata.txt to determine how the superseded data were derived.
 EV0435
 EV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT424708(NAD 83)
 EV0435_MARKER: S = SPIKE
 EV0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0435_SP_SET: POWER POLE
 EV0435_STAMPING: 705-7 BM
 EV0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0435
 EV0435  HISTORY     - Date     Condition        Report By
 EV0435  HISTORY     - 1969     MONUMENTED       CA-071
 EV0435  HISTORY     - 20050327 GOOD             USPSQD
 EV0435
 EV0435                          STATION DESCRIPTION
 EV0435
 EV0435'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0435'3.2 MI NE FROM MORONGO VALLEY.
 EV0435'3.2 MILES NORTHEAST ALONG CALIF. STATE HWY. 62 (29 PALMS ROAD)
 EV0435'FROM MORONGO VALLEY POST OFFICE LOCATED ON PARADISE AVE.  A
 EV0435'RAILROAD SPIKE SET IN A POWER POLE 1685685E, 125 FEET
 EV0435'SOUTHWESTERLY OF CENTER LINE OF NAVAJO TRAIL, 48 FEET
 EV0435'NORTHWESTERLY OF CENTER LINE OF STATE HWY. 62, 3.5 FEET ABOVE
 EV0435'TWENTY-NINE PALMS ROAD, .5 FOOT ABOVE GROUND.
 EV0435
 EV0435                          STATION RECOVERY (2005)
 EV0435
 EV0435'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0658 ***********************************************************************
 EV0658  DESIGNATION -  705 70
 EV0658  PID         -  EV0658
 EV0658  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0658  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0658
 EV0658                         *CURRENT SURVEY CONTROL
 EV0658  ___________________________________________________________________
 EV0658* NAD 83(1986)-  34 23 56.     (N)    116 42 17.     (W)     SCALED    
 EV0658* NAVD 88     -       952.301  (meters)    3124.34   (feet)  READJUSTED
 EV0658  ___________________________________________________________________
 EV0658  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EV0658  DYNAMIC HT  -         951.130 (meters)    3120.50  (feet)  COMP
 EV0658  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 EV0658
 EV0658  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0658
 EV0658.The horizontal coordinates were scaled from a topographic map and have
 EV0658.an estimated accuracy of +/- 6 seconds.
 EV0658
 EV0658.The orthometric height was determined by differential leveling
 EV0658.and adjusted in February 1993.
 EV0658.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0658.distribution rate of 0.0 thru 1.0 mm/km.
 EV0658.The height was derived from older observations constrained to new
 EV0658.heights in a crustal motion area.  The height is approximate in
 EV0658.relation to other heights in its vicinity.
 EV0658
 EV0658.The geoid height was determined by GEOID03.
 EV0658
 EV0658.The dynamic height is computed by dividing the NAVD 88
 EV0658.geopotential number by the normal gravity value computed on the
 EV0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0658.degrees latitude (g = 980.6199 gals.).
 EV0658
 EV0658.The modeled gravity was interpolated from observed gravity values.
 EV0658
 EV0658;                    North         East    Units  Estimated Accuracy
 EV0658;SPC CA 5     -   600,480.    2,119,090.      MT  (+/- 180 meters Scaled)
 EV0658
 EV0658                          SUPERSEDED SURVEY CONTROL
 EV0658
 EV0658  NGVD 29 (??/??/92)  951.454  (m)         3121.56   (f) ADJ UNCH    1 1
 EV0658
 EV0658.Superseded values are not recommended for survey control.
 EV0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0658.See file dsdata.txt to determine how the superseded data were derived.
 EV0658
 EV0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU271064(NAD 83)
 EV0658_MARKER: DD = SURVEY DISK
 EV0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0658_STAMPING: 705-70 1968
 EV0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0658+STABILITY: SURFACE MOTION
 EV0658
 EV0658  HISTORY     - Date     Condition        Report By
 EV0658  HISTORY     - 1968     MONUMENTED       CA-071
 EV0658  HISTORY     - 1978     GOOD             NGS
 EV0658
 EV0658                          STATION DESCRIPTION
 EV0658
 EV0658'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0658'14.8 MI E FROM LUCERNE VALLEY.
 EV0658'14.8 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM POST OFFICE
 EV0658'AT LUCERNE VALLEY AND AT ENTRANCE TO OLD WOMAN SPRINGS RANCH,
 EV0658'111 FEET SOUTHERLY OF MAIN HIGHWAY, 64 FEET EASTERLY OF RANCH
 EV0658'ROAD, 127 FEET NORTH OF POWER POLE 66733 CEP CO. SET BRASS
 EV0658'DISK IN TOP CONCRETE MONUMENT PROJECTING 1 FOOT ABOVE GROUND,
 EV0658'ABOUT LEVEL WITH PAVEMENT OF MAIN ROAD AND 5 FEET SOUTH OF
 EV0658'WITNESS POST.
 EV0658
 EV0658                          STATION RECOVERY (1978)
 EV0658
 EV0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0658'14.65 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0658'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, AT THE SOUTHEAST CORNER OF THE
 EV0658'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO OLD WOMAN SPRINGS RANCH,
 EV0658'111 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 64 FEET EAST OF THE
 EV0658'CENTER LINE OF THE GRAVEL ROAD, AND 127 FEET NORTH OF POWER POLE
 EV0658'66733.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0659 ***********************************************************************
 EV0659  DESIGNATION -  705 71
 EV0659  PID         -  EV0659
 EV0659  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0659  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0659
 EV0659                         *CURRENT SURVEY CONTROL
 EV0659  ___________________________________________________________________
 EV0659* NAD 83(1986)-  34 24 10.     (N)    116 42 43.     (W)     SCALED    
 EV0659* NAVD 88     -       951.75   (+/-2cm)    3122.5    (feet)  VERTCON   
 EV0659  ___________________________________________________________________
 EV0659  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EV0659  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0659
 EV0659.The horizontal coordinates were scaled from a topographic map and have
 EV0659.an estimated accuracy of +/- 6 seconds.
 EV0659
 EV0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0659.The vertical order pertains to the NGVD 29 superseded value.
 EV0659
 EV0659.The geoid height was determined by GEOID03.
 EV0659
 EV0659;                    North         East    Units  Estimated Accuracy
 EV0659;SPC CA 5     -   600,900.    2,118,420.      MT  (+/- 180 meters Scaled)
 EV0659
 EV0659                          SUPERSEDED SURVEY CONTROL
 EV0659
 EV0659  NGVD 29 (??/??/92)  950.899  (m)         3119.74   (f) ADJ UNCH    1 2
 EV0659
 EV0659.Superseded values are not recommended for survey control.
 EV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0659.See file dsdata.txt to determine how the superseded data were derived.
 EV0659
 EV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU264068(NAD 83)
 EV0659_MARKER: S = SPIKE
 EV0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0659_SP_SET: POWER POLE
 EV0659_STAMPING: 705-71-1968
 EV0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0659
 EV0659  HISTORY     - Date     Condition        Report By
 EV0659  HISTORY     - 1968     MONUMENTED       CA-071
 EV0659
 EV0659                          STATION DESCRIPTION
 EV0659
 EV0659'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0659'14.3 MI SE FROM LUCERNE VALLEY.
 EV0659'14.3 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM POST OFFICE
 EV0659'AT LUCERNE VALLEY AND 0.50 MILE WEST OF OLD WOMAN SPRINGS RANCH
 EV0659'ENTRANCE, 49 FEET NORTH OF CENTER LINE PAVEMENT, 0.5 FOOT BELOW
 EV0659'PAVEMENT SET RAILROAD SPIKE IN POWER POLE NUMBER 66659, C.E.P. CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0662 ***********************************************************************
 EV0662  DESIGNATION -  705 73
 EV0662  PID         -  EV0662
 EV0662  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0662  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0662
 EV0662                         *CURRENT SURVEY CONTROL
 EV0662  ___________________________________________________________________
 EV0662* NAD 83(1986)-  34 24 41.     (N)    116 43 23.     (W)     SCALED    
 EV0662* NAVD 88     -       954.752  (meters)    3132.38   (feet)  READJUSTED
 EV0662  ___________________________________________________________________
 EV0662  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EV0662  DYNAMIC HT  -         953.580 (meters)    3128.54  (feet)  COMP
 EV0662  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 EV0662
 EV0662  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV0662
 EV0662.The horizontal coordinates were scaled from a topographic map and have
 EV0662.an estimated accuracy of +/- 6 seconds.
 EV0662
 EV0662.The orthometric height was determined by differential leveling
 EV0662.and adjusted in February 1993.
 EV0662.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV0662.distribution rate of 0.0 thru 1.0 mm/km.
 EV0662.The height was derived from older observations constrained to new
 EV0662.heights in a crustal motion area.  The height is approximate in
 EV0662.relation to other heights in its vicinity.
 EV0662
 EV0662.The geoid height was determined by GEOID03.
 EV0662
 EV0662.The dynamic height is computed by dividing the NAVD 88
 EV0662.geopotential number by the normal gravity value computed on the
 EV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV0662.degrees latitude (g = 980.6199 gals.).
 EV0662
 EV0662.The modeled gravity was interpolated from observed gravity values.
 EV0662
 EV0662;                    North         East    Units  Estimated Accuracy
 EV0662;SPC CA 5     -   601,840.    2,117,390.      MT  (+/- 180 meters Scaled)
 EV0662
 EV0662                          SUPERSEDED SURVEY CONTROL
 EV0662
 EV0662  NGVD 29 (??/??/92)  953.904  (m)         3129.60   (f) ADJ UNCH    1 1
 EV0662
 EV0662.Superseded values are not recommended for survey control.
 EV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0662.See file dsdata.txt to determine how the superseded data were derived.
 EV0662
 EV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU254078(NAD 83)
 EV0662_MARKER: DD = SURVEY DISK
 EV0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0662_STAMPING: 705-73-1968
 EV0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0662+STABILITY: SURFACE MOTION
 EV0662
 EV0662  HISTORY     - Date     Condition        Report By
 EV0662  HISTORY     - 1968     MONUMENTED       CA-071
 EV0662  HISTORY     - 1978     GOOD             NGS
 EV0662
 EV0662                          STATION DESCRIPTION
 EV0662
 EV0662'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0662'13.4 MI E FROM LUCERNE VALLEY.
 EV0662'13.4 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0662'IN LUCERNE VALLEY, 45 FEET NORTH OF CENTER LINE OF PAVEMENT, SET
 EV0662'BRASS DISK IN TOP OF CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND
 EV0662'AND 1/2 FOOT ABOVE CENTER LINE OF PAVEMENT, 30 FEET SOUTH OF
 EV0662'CENTER LINE DIRT ROAD (DIRT ROAD GOEST TO SOGGY DRY LAKE
 EV0662'AIRPORT), 4 FEET EAST OF WITNESS POST.
 EV0662
 EV0662                          STATION RECOVERY (1978)
 EV0662
 EV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0662'13.3 MILES SOUTHEAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0662'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, AT THE EAST CORNER OF THE
 EV0662'JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO SOGGY LAKE LANDING STRIP,
 EV0662'45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE
 EV0662'CENTER LINE OF THE DIRT ROAD, -NOTE- THE NORTH SIDE OF THE CONCRETE
 EV0662'HAS BEEN CHIPPED AWAY, BUT THE MARK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0663 ***********************************************************************
 EV0663  DESIGNATION -  705 74
 EV0663  PID         -  EV0663
 EV0663  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0663  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0663
 EV0663                         *CURRENT SURVEY CONTROL
 EV0663  ___________________________________________________________________
 EV0663* NAD 83(1986)-  34 24 58.     (N)    116 43 51.     (W)     SCALED    
 EV0663* NAVD 88     -       954.41   (+/-2cm)    3131.3    (feet)  VERTCON   
 EV0663  ___________________________________________________________________
 EV0663  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EV0663  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0663
 EV0663.The horizontal coordinates were scaled from a topographic map and have
 EV0663.an estimated accuracy of +/- 6 seconds.
 EV0663
 EV0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0663.The vertical order pertains to the NGVD 29 superseded value.
 EV0663
 EV0663.The geoid height was determined by GEOID03.
 EV0663
 EV0663;                    North         East    Units  Estimated Accuracy
 EV0663;SPC CA 5     -   602,360.    2,116,670.      MT  (+/- 180 meters Scaled)
 EV0663
 EV0663                          SUPERSEDED SURVEY CONTROL
 EV0663
 EV0663  NGVD 29 (??/??/92)  953.563  (m)         3128.48   (f) ADJ UNCH    1 2
 EV0663
 EV0663.Superseded values are not recommended for survey control.
 EV0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0663.See file dsdata.txt to determine how the superseded data were derived.
 EV0663
 EV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU247083(NAD 83)
 EV0663_MARKER: S = SPIKE
 EV0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0663_SP_SET: POWER POLE
 EV0663_STAMPING: SBCO BM 705-74
 EV0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0663
 EV0663  HISTORY     - Date     Condition        Report By
 EV0663  HISTORY     - UNK      MONUMENTED       CA-071
 EV0663  HISTORY     - 1968     GOOD             CA-071
 EV0663
 EV0663                          STATION DESCRIPTION
 EV0663
 EV0663'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0663'12.9 MI E FROM LUCERNE VALLEY.
 EV0663'12.9 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM POST OFFICE
 EV0663'AT LUCERNE VALLEY, 0.1 MILE EAST OF PARTINS MILE DIRT ROAD TO THE
 EV0663'SOUTH, 137 FEET WEST OF DIRT ROAD TO THE NORTH WHICH IS ON WEST
 EV0663'TOE OF SMALL HILL, 47 1/2 FEET SOUTH OF CENTER LINE OF PAVEMENT
 EV0663'SET R.R. SPIKE IN POWER POLE 66642 CEP CO., 1 FOOT ABOVE GROUND
 EV0663'AND ABOUT 7 FEET ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0665 ***********************************************************************
 EV0665  DESIGNATION -  705 75
 EV0665  PID         -  EV0665
 EV0665  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0665  USGS QUAD   -  OLD WOMAN SPRINGS (1994)
 EV0665
 EV0665                         *CURRENT SURVEY CONTROL
 EV0665  ___________________________________________________________________
 EV0665* NAD 83(1986)-  34 25 08.     (N)    116 44 51.     (W)     SCALED    
 EV0665* NAVD 88     -       960.98   (+/-2cm)    3152.8    (feet)  VERTCON   
 EV0665  ___________________________________________________________________
 EV0665  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EV0665  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0665
 EV0665.The horizontal coordinates were scaled from a topographic map and have
 EV0665.an estimated accuracy of +/- 6 seconds.
 EV0665
 EV0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0665.The vertical order pertains to the NGVD 29 superseded value.
 EV0665
 EV0665.The geoid height was determined by GEOID03.
 EV0665
 EV0665;                    North         East    Units  Estimated Accuracy
 EV0665;SPC CA 5     -   602,650.    2,115,130.      MT  (+/- 180 meters Scaled)
 EV0665
 EV0665                          SUPERSEDED SURVEY CONTROL
 EV0665
 EV0665  NGVD 29 (??/??/92)  960.132  (m)         3150.03   (f) ADJ UNCH    1 2
 EV0665
 EV0665.Superseded values are not recommended for survey control.
 EV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0665.See file dsdata.txt to determine how the superseded data were derived.
 EV0665
 EV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU232086(NAD 83)
 EV0665_MARKER: S = SPIKE
 EV0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0665_SP_SET: POWER POLE
 EV0665_STAMPING: 705-75-1968
 EV0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0665
 EV0665  HISTORY     - Date     Condition        Report By
 EV0665  HISTORY     - 1968     MONUMENTED       CA-071
 EV0665
 EV0665                          STATION DESCRIPTION
 EV0665
 EV0665'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0665'11.8 MI SE FROM LUCERNE VALLEY.
 EV0665'11.8 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0665'IN LUCERNE VALLEY, 50 FEET SOUTH OF CENTER LINE OLD WOMAN
 EV0665'SPRINGS ROAD, 0.20 MILES EAST FROM DIRT ROAD CALLED GEORGES ROAD,
 EV0665'T. 4 N., R. 2 E., WEST LINE OF SECTION 23 BRASS CAP, 3 FEET
 EV0665'ABOVE THE PAVEMENT, R.R. SPIKE SET IN POWER POLE NUMBER 66631
 EV0665'C.E.P. CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0585 ***********************************************************************
 EV0585  DESIGNATION -  705 76
 EV0585  PID         -  EV0585
 EV0585  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0585  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0585
 EV0585                         *CURRENT SURVEY CONTROL
 EV0585  ___________________________________________________________________
 EV0585* NAD 83(1986)-  34 25 16.     (N)    116 46 03.     (W)     SCALED    
 EV0585* NAVD 88     -       942.63   (+/-2cm)    3092.6    (feet)  VERTCON   
 EV0585  ___________________________________________________________________
 EV0585  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 EV0585  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0585
 EV0585.The horizontal coordinates were scaled from a topographic map and have
 EV0585.an estimated accuracy of +/- 6 seconds.
 EV0585
 EV0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0585.The vertical order pertains to the NGVD 29 superseded value.
 EV0585
 EV0585.The geoid height was determined by GEOID03.
 EV0585
 EV0585;                    North         East    Units  Estimated Accuracy
 EV0585;SPC CA 5     -   602,870.    2,113,290.      MT  (+/- 180 meters Scaled)
 EV0585
 EV0585                          SUPERSEDED SURVEY CONTROL
 EV0585
 EV0585  NGVD 29 (??/??/92)  941.775  (m)         3089.81   (f) ADJ UNCH    1 2
 EV0585
 EV0585.Superseded values are not recommended for survey control.
 EV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0585.See file dsdata.txt to determine how the superseded data were derived.
 EV0585
 EV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU213088(NAD 83)
 EV0585_MARKER: S = SPIKE
 EV0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0585_SP_SET: RAILROAD SPIKE
 EV0585_STAMPING: SBCO BM 705-76
 EV0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0585
 EV0585  HISTORY     - Date     Condition        Report By
 EV0585  HISTORY     - UNK      MONUMENTED       CA-071
 EV0585  HISTORY     - 1968     GOOD             CA-071
 EV0585
 EV0585                          STATION DESCRIPTION
 EV0585
 EV0585'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0585'10.7 MI E FROM LUCERNE VALLEY.
 EV0585'10.7 MILES EAST ALONG THE OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0585'OFFICE LUCERNE VALLEY, 48 FEET SOUTH OF CENTER LINE OF HIGHWAY
 EV0585'SET R.R. SPIKE IN POWER POLE CEP CO. 66621 1/2 FOOT ABOVE
 EV0585'GROUND.  2 1/2 FEET ABOVE CENTER LINE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0587 ***********************************************************************
 EV0587  DESIGNATION -  705 77
 EV0587  PID         -  EV0587
 EV0587  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0587  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0587
 EV0587                         *CURRENT SURVEY CONTROL
 EV0587  ___________________________________________________________________
 EV0587* NAD 83(1986)-  34 25 33.     (N)    116 47 02.     (W)     SCALED    
 EV0587* NAVD 88     -       940.90   (+/-2cm)    3086.9    (feet)  VERTCON   
 EV0587  ___________________________________________________________________
 EV0587  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EV0587  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0587
 EV0587.The horizontal coordinates were scaled from a topographic map and have
 EV0587.an estimated accuracy of +/- 6 seconds.
 EV0587
 EV0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0587.The vertical order pertains to the NGVD 29 superseded value.
 EV0587
 EV0587.The geoid height was determined by GEOID03.
 EV0587
 EV0587;                    North         East    Units  Estimated Accuracy
 EV0587;SPC CA 5     -   603,370.    2,111,780.      MT  (+/- 180 meters Scaled)
 EV0587
 EV0587                          SUPERSEDED SURVEY CONTROL
 EV0587
 EV0587  NGVD 29 (??/??/92)  940.044  (m)         3084.13   (f) ADJ UNCH    1 2
 EV0587
 EV0587.Superseded values are not recommended for survey control.
 EV0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0587.See file dsdata.txt to determine how the superseded data were derived.
 EV0587
 EV0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU198093(NAD 83)
 EV0587_MARKER: Z = SEE DESCRIPTION
 EV0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0587_SP_SET: RAILROAD SPIKE
 EV0587_STAMPING: 705-77-1968
 EV0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0587
 EV0587  HISTORY     - Date     Condition        Report By
 EV0587  HISTORY     - 1968     MONUMENTED       CA-071
 EV0587
 EV0587                          STATION DESCRIPTION
 EV0587
 EV0587'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0587'9.7 MI SE FROM LUCERNE VALLEY.
 EV0587'9.7 MILES EAST FROM POST OFFICE AT LUCERNE VALLEY, 0.3 MILES
 EV0587'EAST FROM SANTA FE ROAD, 42 FEET SOUTH OF OLD WOMAN SPRINGS ROAD,
 EV0587'2 1/2 FEET ABOVE PAVEMENT SET R.R. SPIKE IN POWER POLE NUMBER
 EV0587'66611 C.E.P. CO.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0589 ***********************************************************************
 EV0589  DESIGNATION -  705 78
 EV0589  PID         -  EV0589
 EV0589  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0589  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0589
 EV0589                         *CURRENT SURVEY CONTROL
 EV0589  ___________________________________________________________________
 EV0589* NAD 83(1986)-  34 25 48.     (N)    116 47 56.     (W)     SCALED    
 EV0589* NAVD 88     -       941.69   (+/-2cm)    3089.5    (feet)  VERTCON   
 EV0589  ___________________________________________________________________
 EV0589  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EV0589  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0589
 EV0589.The horizontal coordinates were scaled from a topographic map and have
 EV0589.an estimated accuracy of +/- 6 seconds.
 EV0589
 EV0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0589.The vertical order pertains to the NGVD 29 superseded value.
 EV0589
 EV0589.The geoid height was determined by GEOID03.
 EV0589
 EV0589;                    North         East    Units  Estimated Accuracy
 EV0589;SPC CA 5     -   603,820.    2,110,390.      MT  (+/- 180 meters Scaled)
 EV0589
 EV0589                          SUPERSEDED SURVEY CONTROL
 EV0589
 EV0589  NGVD 29 (??/??/92)  940.836  (m)         3086.73   (f) ADJ UNCH    1 2
 EV0589
 EV0589.Superseded values are not recommended for survey control.
 EV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0589.See file dsdata.txt to determine how the superseded data were derived.
 EV0589
 EV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU184098(NAD 83)
 EV0589_MARKER: Z = SEE DESCRIPTION
 EV0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0589_SP_SET: REINFORCING ROD
 EV0589_STAMPING: 705-78
 EV0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0589
 EV0589  HISTORY     - Date     Condition        Report By
 EV0589  HISTORY     - UNK      MONUMENTED       CA-071
 EV0589  HISTORY     - 1968     GOOD             CA-071
 EV0589
 EV0589                          STATION DESCRIPTION
 EV0589
 EV0589'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0589'8.8 MI E FROM LUCERNE VALLEY.
 EV0589'8.8 MILES EAST ALONG THE OLD WOMAN SPRINGS ROAD FROM THE POST
 EV0589'OFFICE AT LUCERNE VALLEY, 0.15 MILE WEST OF FORREST ROAD, 0.4
 EV0589'MILE EAST OF POWER LINE DIRT ROAD, 61 FEET NORTH OF CENTER LINE
 EV0589'OF PAVEMENT, SET REINFORCING ROD IN CONCRETE AND WIRED SBCO
 EV0589'SURVEYORS TAG TO IT AND 1 FOOT LOWER THAN CENTER LINE OF
 EV0589'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0592 ***********************************************************************
 EV0592  DESIGNATION -  705 79
 EV0592  PID         -  EV0592
 EV0592  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0592  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0592
 EV0592                         *CURRENT SURVEY CONTROL
 EV0592  ___________________________________________________________________
 EV0592* NAD 83(1986)-  34 26 06.     (N)    116 48 58.     (W)     SCALED    
 EV0592* NAVD 88     -       925.08   (+/-2cm)    3035.0    (feet)  VERTCON   
 EV0592  ___________________________________________________________________
 EV0592  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EV0592  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0592
 EV0592.The horizontal coordinates were scaled from a topographic map and have
 EV0592.an estimated accuracy of +/- 6 seconds.
 EV0592
 EV0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0592.The vertical order pertains to the NGVD 29 superseded value.
 EV0592
 EV0592.The geoid height was determined by GEOID03.
 EV0592
 EV0592;                    North         East    Units  Estimated Accuracy
 EV0592;SPC CA 5     -   604,360.    2,108,800.      MT  (+/- 180 meters Scaled)
 EV0592
 EV0592                          SUPERSEDED SURVEY CONTROL
 EV0592
 EV0592  NGVD 29 (??/??/92)  924.231  (m)         3032.25   (f) ADJ UNCH    1 2
 EV0592
 EV0592.Superseded values are not recommended for survey control.
 EV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0592.See file dsdata.txt to determine how the superseded data were derived.
 EV0592
 EV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU168104(NAD 83)
 EV0592_MARKER: Z = SEE DESCRIPTION
 EV0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0592_SP_SET: REINFORCING IRON ROD
 EV0592_STAMPING: 705-79-1968
 EV0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0592
 EV0592  HISTORY     - Date     Condition        Report By
 EV0592  HISTORY     - 1968     MONUMENTED       CA-071
 EV0592
 EV0592                          STATION DESCRIPTION
 EV0592
 EV0592'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0592'7.8 MI SE FROM LUCERNE VALLEY.
 EV0592'7.8 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0592'AT LUCERNE VALLEY, 55 FEET NORTH OF OLD WOMAN SPRINGS ROAD CENTER
 EV0592'LINE, 104 FEET EAST OF DITCH RUNNING NORTHWEST, LEVEL WITH
 EV0592'GROUND, LEVEL WITH PAVEMENT, WIRED TAG TO REINFORCING IRON ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0438 ***********************************************************************
 EV0438  DESIGNATION -  705 8
 EV0438  PID         -  EV0438
 EV0438  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0438  USGS QUAD   -  MORONGO VALLEY (1994)
 EV0438
 EV0438                         *CURRENT SURVEY CONTROL
 EV0438  ___________________________________________________________________
 EV0438* NAD 83(1986)-  34 04 52.     (N)    116 32 01.     (W)     SCALED    
 EV0438* NAVD 88     -       818.49   (+/-2cm)    2685.3    (feet)  VERTCON   
 EV0438  ___________________________________________________________________
 EV0438  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EV0438  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0438
 EV0438.The horizontal coordinates were scaled from a topographic map and have
 EV0438.an estimated accuracy of +/- 6 seconds.
 EV0438
 EV0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0438.The vertical order pertains to the NGVD 29 superseded value.
 EV0438
 EV0438.The geoid height was determined by GEOID03.
 EV0438
 EV0438;                    North         East    Units  Estimated Accuracy
 EV0438;SPC CA 5     -   565,450.    2,135,340.      MT  (+/- 180 meters Scaled)
 EV0438
 EV0438                          SUPERSEDED SURVEY CONTROL
 EV0438
 EV0438  NGVD 29 (??/??/92)  817.669  (m)         2682.64   (f) ADJ UNCH    1 2
 EV0438
 EV0438.Superseded values are not recommended for survey control.
 EV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0438.See file dsdata.txt to determine how the superseded data were derived.
 EV0438
 EV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT430712(NAD 83)
 EV0438_MARKER: DD = SURVEY DISK
 EV0438_SETTING: 0 = UNSPECIFIED SETTING
 EV0438_STAMPING: 705.8 1968
 EV0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0438
 EV0438  HISTORY     - Date     Condition        Report By
 EV0438  HISTORY     - 1968     MONUMENTED       CA-071
 EV0438  HISTORY     - 1970     GOOD             NGS
 EV0438  HISTORY     - 20050327 GOOD             USPSQD
 EV0438
 EV0438                          STATION DESCRIPTION
 EV0438
 EV0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EV0438'3.6 MI NE FROM MORONGO VALLEY.
 EV0438'ALONG THE SOUTHEAST SIDE OF THE 29 PALMS HIGHWAY, 3.65 MILES
 EV0438'NORTHEAST OF THE POST OFFICE AT MORONGO VALLEY, 115.0 FEET
 EV0438'SOUTHEAST OF C AND GS BENCH MARK R 721 RESET, 65.5 FEET SOUTHEAST
 EV0438'OF THE CENTER OF THE HIGHWAY AND 3.0 FEET SOUTH OF A 4 X 4 INCHES
 EV0438'SQUARE WOODEN WITNESS POST PAINTED WHITE AND LETTERED S B CO BM.
 EV0438
 EV0438                          STATION RECOVERY (2005)
 EV0438
 EV0438'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAA)
 EV0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0594 ***********************************************************************
 EV0594  DESIGNATION -  705 80
 EV0594  PID         -  EV0594
 EV0594  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0594  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0594
 EV0594                         *CURRENT SURVEY CONTROL
 EV0594  ___________________________________________________________________
 EV0594* NAD 83(1986)-  34 26 17.     (N)    116 49 54.     (W)     SCALED    
 EV0594* NAVD 88     -       915.30   (+/-2cm)    3002.9    (feet)  VERTCON   
 EV0594  ___________________________________________________________________
 EV0594  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EV0594  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0594
 EV0594.The horizontal coordinates were scaled from a topographic map and have
 EV0594.an estimated accuracy of +/- 6 seconds.
 EV0594
 EV0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0594.The vertical order pertains to the NGVD 29 superseded value.
 EV0594
 EV0594.The geoid height was determined by GEOID03.
 EV0594
 EV0594;                    North         East    Units  Estimated Accuracy
 EV0594;SPC CA 5     -   604,680.    2,107,370.      MT  (+/- 180 meters Scaled)
 EV0594
 EV0594                          SUPERSEDED SURVEY CONTROL
 EV0594
 EV0594  NGVD 29 (??/??/92)  914.458  (m)         3000.18   (f) ADJ UNCH    1 2
 EV0594
 EV0594.Superseded values are not recommended for survey control.
 EV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0594.See file dsdata.txt to determine how the superseded data were derived.
 EV0594
 EV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU154107(NAD 83)
 EV0594_MARKER: Z = SEE DESCRIPTION
 EV0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0594_SP_SET: REINFORCING ROD
 EV0594_STAMPING: SBCO SURVEYOR TAG 705-80
 EV0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0594
 EV0594  HISTORY     - Date     Condition        Report By
 EV0594  HISTORY     - UNK      MONUMENTED       CA-071
 EV0594  HISTORY     - 1968     GOOD             CA-071
 EV0594  HISTORY     - 20030421 MARK NOT FOUND   USPSQD
 EV0594
 EV0594                          STATION DESCRIPTION
 EV0594
 EV0594'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0594'6.9 MI E FROM LUCERNE VALLEY.
 EV0594'6.9 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0594'IN LUCERNE, 56 FEET NORTH OF CENTER LINE OF PAVEMENT, SET
 EV0594'REINFORCING ROD IN CONCRETE AND WIRED COUNTY SURVEYORS BRASS TAG
 EV0594'TO IT, 155 FEET EAST OF POWER LINE ROAD TO THE NORTH, 143 FEET
 EV0594'WEST OF CENTER LINE DIRT ROAD TO CONCRETE BLOCK HOUSE, TO NORTH,
 EV0594'37 FEET EAST OF FLOW LINE OF DIRT DRAINAGE DITCH, ABOUT LEVEL
 EV0594'WITH GROUND AND 1/2 FOOT BELOW PAVEMENT.
 EV0594
 EV0594                          STATION RECOVERY (2003)
 EV0594
 EV0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0596 ***********************************************************************
 EV0596  DESIGNATION -  705 81
 EV0596  PID         -  EV0596
 EV0596  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0596  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0596
 EV0596                         *CURRENT SURVEY CONTROL
 EV0596  ___________________________________________________________________
 EV0596* NAD 83(1986)-  34 26 29.     (N)    116 50 56.     (W)     SCALED    
 EV0596* NAVD 88     -       907.39   (+/-2cm)    2977.0    (feet)  VERTCON   
 EV0596  ___________________________________________________________________
 EV0596  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EV0596  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0596
 EV0596.The horizontal coordinates were scaled from a topographic map and have
 EV0596.an estimated accuracy of +/- 6 seconds.
 EV0596
 EV0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0596.The vertical order pertains to the NGVD 29 superseded value.
 EV0596
 EV0596.The geoid height was determined by GEOID03.
 EV0596
 EV0596;                    North         East    Units  Estimated Accuracy
 EV0596;SPC CA 5     -   605,030.    2,105,780.      MT  (+/- 180 meters Scaled)
 EV0596
 EV0596                          SUPERSEDED SURVEY CONTROL
 EV0596
 EV0596  NGVD 29 (??/??/92)  906.553  (m)         2974.25   (f) ADJ UNCH    1 2
 EV0596
 EV0596.Superseded values are not recommended for survey control.
 EV0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0596.See file dsdata.txt to determine how the superseded data were derived.
 EV0596
 EV0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU138111(NAD 83)
 EV0596_MARKER: Z = SEE DESCRIPTION
 EV0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0596_SP_SET: REINFORCING IRON ROD
 EV0596_STAMPING: 705-81-1968
 EV0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0596
 EV0596  HISTORY     - Date     Condition        Report By
 EV0596  HISTORY     - 1968     MONUMENTED       CA-071
 EV0596  HISTORY     - 20030421 MARK NOT FOUND   USPSQD
 EV0596
 EV0596                          STATION DESCRIPTION
 EV0596
 EV0596'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0596'5.9 MI E FROM LUCERNE VALLEY.
 EV0596'5.9 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0596'AT LUCERNE VALLEY, 0.5 MILES WEST FROM CAMPROCK ROAD, 48 FEET
 EV0596'SOUTH OF CENTER LINE OF OLD WOMAN SPRINGS ROAD, 1 1/2 FOOT ABOVE
 EV0596'THE PAVEMENT, WIRED TAG TO REINFORCING IRON ROD.
 EV0596
 EV0596                          STATION RECOVERY (2003)
 EV0596
 EV0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0601 ***********************************************************************
 EV0601  DESIGNATION -  705 82
 EV0601  PID         -  EV0601
 EV0601  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0601  USGS QUAD   -  COUGAR BUTTES (1994)
 EV0601
 EV0601                         *CURRENT SURVEY CONTROL
 EV0601  ___________________________________________________________________
 EV0601* NAD 83(1986)-  34 26 39.     (N)    116 52 25.     (W)     SCALED    
 EV0601* NAVD 88     -       911.30   (+/-2cm)    2989.8    (feet)  VERTCON   
 EV0601  ___________________________________________________________________
 EV0601  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 EV0601  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0601
 EV0601.The horizontal coordinates were scaled from a topographic map and have
 EV0601.an estimated accuracy of +/- 6 seconds.
 EV0601
 EV0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0601.The vertical order pertains to the NGVD 29 superseded value.
 EV0601
 EV0601.The geoid height was determined by GEOID03.
 EV0601
 EV0601;                    North         East    Units  Estimated Accuracy
 EV0601;SPC CA 5     -   605,310.    2,103,510.      MT  (+/- 180 meters Scaled)
 EV0601
 EV0601                          SUPERSEDED SURVEY CONTROL
 EV0601
 EV0601  NGVD 29 (??/??/92)  910.461  (m)         2987.07   (f) ADJ UNCH    1 2
 EV0601
 EV0601.Superseded values are not recommended for survey control.
 EV0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0601.See file dsdata.txt to determine how the superseded data were derived.
 EV0601
 EV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU116114(NAD 83)
 EV0601_MARKER: S = SPIKE
 EV0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0601_SP_SET: RAILROAD SPIKE
 EV0601_STAMPING: 705-82-1968
 EV0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0601
 EV0601  HISTORY     - Date     Condition        Report By
 EV0601  HISTORY     - 1968     MONUMENTED       CA-071
 EV0601  HISTORY     - 20030421 MARK NOT FOUND   USPSQD
 EV0601
 EV0601                          STATION DESCRIPTION
 EV0601
 EV0601'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0601'4.5 MI E FROM LUCERNE VALLEY.
 EV0601'4.5 MILES EAST ALONG THE LUCERNE VALLEY 29 PALMS ROAD FROM THE
 EV0601'POST OFFICE AT LUCERNE VALLEY, .15 MILES EAST FROM FAIRLANE ROAD,
 EV0601'26 FEET NORTH OF THE CENTER LINE OF ROAD, 2 FEET HIGHER THAN
 EV0601'ROAD.
 EV0601
 EV0601                          STATION RECOVERY (2003)
 EV0601
 EV0601'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0567 ***********************************************************************
 EV0567  DESIGNATION -  705 83
 EV0567  PID         -  EV0567
 EV0567  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0567  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0567
 EV0567                         *CURRENT SURVEY CONTROL
 EV0567  ___________________________________________________________________
 EV0567* NAD 83(1986)-  34 26 40.     (N)    116 53 29.     (W)     SCALED    
 EV0567* NAVD 88     -       906.94   (+/-2cm)    2975.5    (feet)  VERTCON   
 EV0567  ___________________________________________________________________
 EV0567  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EV0567  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0567
 EV0567.The horizontal coordinates were scaled from a topographic map and have
 EV0567.an estimated accuracy of +/- 6 seconds.
 EV0567
 EV0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0567.The vertical order pertains to the NGVD 29 superseded value.
 EV0567
 EV0567.The geoid height was determined by GEOID03.
 EV0567
 EV0567;                    North         East    Units  Estimated Accuracy
 EV0567;SPC CA 5     -   605,320.    2,101,870.      MT  (+/- 180 meters Scaled)
 EV0567
 EV0567                          SUPERSEDED SURVEY CONTROL
 EV0567
 EV0567  NGVD 29 (??/??/92)  906.107  (m)         2972.79   (f) ADJ UNCH    1 2
 EV0567
 EV0567.Superseded values are not recommended for survey control.
 EV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0567.See file dsdata.txt to determine how the superseded data were derived.
 EV0567
 EV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU099114(NAD 83)
 EV0567_MARKER: DB = BENCH MARK DISK
 EV0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0567_SP_SET: RAILROAD SPIKE
 EV0567_STAMPING: SB CO BM 705-83
 EV0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0567
 EV0567  HISTORY     - Date     Condition        Report By
 EV0567  HISTORY     - UNK      MONUMENTED       CA-071
 EV0567  HISTORY     - 1968     GOOD             CA-071
 EV0567
 EV0567                          STATION DESCRIPTION
 EV0567
 EV0567'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0567'3.4 MI E FROM LUCERNE VALLEY.
 EV0567'3.45 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE POST OFFICE
 EV0567'AT LUCERNE VALLEY, 0.15 MILE EAST OF LINCOLN ROAD, 0.35 MILE
 EV0567'WEST OF VISALIA AVE., 31 FEET NORTH OF CENTER LINE OF ROAD, SET
 EV0567'R.R. SPIKE IN DOUBLE POWER POLE (NORTH POLE) AND 7 FEET NORTH
 EV0567'OF POWER POLE 2040201T, ABOUT 1/2 FOOT ABOVE GROUND AND 1/2 FOOT
 EV0567'ABOVE CENTER LINE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0571 ***********************************************************************
 EV0571  DESIGNATION -  705 84
 EV0571  PID         -  EV0571
 EV0571  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0571  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0571
 EV0571                         *CURRENT SURVEY CONTROL
 EV0571  ___________________________________________________________________
 EV0571* NAD 83(1986)-  34 26 38.     (N)    116 54 32.     (W)     SCALED    
 EV0571* NAVD 88     -       897.88   (+/-2cm)    2945.8    (feet)  VERTCON   
 EV0571  ___________________________________________________________________
 EV0571  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EV0571  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0571
 EV0571.The horizontal coordinates were scaled from a topographic map and have
 EV0571.an estimated accuracy of +/- 6 seconds.
 EV0571
 EV0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0571.The vertical order pertains to the NGVD 29 superseded value.
 EV0571
 EV0571.The geoid height was determined by GEOID03.
 EV0571
 EV0571;                    North         East    Units  Estimated Accuracy
 EV0571;SPC CA 5     -   605,250.    2,100,270.      MT  (+/- 180 meters Scaled)
 EV0571
 EV0571                          SUPERSEDED SURVEY CONTROL
 EV0571
 EV0571  NGVD 29 (??/??/92)  897.048  (m)         2943.07   (f) ADJ UNCH    1 2
 EV0571
 EV0571.Superseded values are not recommended for survey control.
 EV0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0571.See file dsdata.txt to determine how the superseded data were derived.
 EV0571
 EV0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU083113(NAD 83)
 EV0571_MARKER: S = SPIKE
 EV0571_SETTING: 0 = UNSPECIFIED SETTING
 EV0571_STAMPING: 705-84-1968
 EV0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0571
 EV0571  HISTORY     - Date     Condition        Report By
 EV0571  HISTORY     - 1968     MONUMENTED       CA-071
 EV0571
 EV0571                          STATION DESCRIPTION
 EV0571
 EV0571'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0571'2.4 MI E FROM LUCERNE VALLEY.
 EV0571'2.4 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0571'OF STATE HIGHWAY 18 AT LUCERNE VALLEY, 28 FEET NORTH OF OLD
 EV0571'WOMAN SPRINGS ROAD, TELEPHONE POLE 203840 C.I.T., 1.0 FOOT ABOVE
 EV0571'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0570 ***********************************************************************
 EV0570  DESIGNATION -  705 84 1/2
 EV0570  PID         -  EV0570
 EV0570  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0570  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0570
 EV0570                         *CURRENT SURVEY CONTROL
 EV0570  ___________________________________________________________________
 EV0570* NAD 83(1986)-  34 26 39.     (N)    116 54 08.     (W)     SCALED    
 EV0570* NAVD 88     -       901.42   (+/-2cm)    2957.4    (feet)  VERTCON   
 EV0570  ___________________________________________________________________
 EV0570  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EV0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0570
 EV0570.The horizontal coordinates were scaled from a topographic map and have
 EV0570.an estimated accuracy of +/- 6 seconds.
 EV0570
 EV0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0570.The vertical order pertains to the NGVD 29 superseded value.
 EV0570
 EV0570.The geoid height was determined by GEOID03.
 EV0570
 EV0570;                    North         East    Units  Estimated Accuracy
 EV0570;SPC CA 5     -   605,280.    2,100,880.      MT  (+/- 180 meters Scaled)
 EV0570
 EV0570                          SUPERSEDED SURVEY CONTROL
 EV0570
 EV0570  NGVD 29 (??/??/92)  900.589  (m)         2954.68   (f) ADJ UNCH    1 2
 EV0570
 EV0570.Superseded values are not recommended for survey control.
 EV0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0570.See file dsdata.txt to determine how the superseded data were derived.
 EV0570
 EV0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU089114(NAD 83)
 EV0570_MARKER: S = SPIKE
 EV0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0570_SP_SET: RAILROAD SPIKE
 EV0570_STAMPING: SUBO SURV 705-84 1/2 1969
 EV0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0570
 EV0570  HISTORY     - Date     Condition        Report By
 EV0570  HISTORY     - 1969     MONUMENTED       CA-071
 EV0570
 EV0570                          STATION DESCRIPTION
 EV0570
 EV0570'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969
 EV0570'2.8 MI E FROM LUCERNE VALLEY.
 EV0570'2.75 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0570'AT STATE HIGHWAY 18 AT LUCERNE VALLEY, SET R.R. SPIKE IN POWER
 EV0570'POLE 20391 C.I.T., 29 FEET NORTH OF OLD WOMAN SPRINGS ROAD, 33
 EV0570'FEET WEST OF MIDWAY AVE. AND 1 3/4 FEET ABOVE CENTER LINE OF OLD
 EV0570'WOMAN SPRINGS ROAD AT THE NORTH WEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0573 ***********************************************************************
 EV0573  DESIGNATION -  705 85
 EV0573  PID         -  EV0573
 EV0573  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0573  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0573
 EV0573                         *CURRENT SURVEY CONTROL
 EV0573  ___________________________________________________________________
 EV0573* NAD 83(1986)-  34 26 41.     (N)    116 55 32.     (W)     SCALED    
 EV0573* NAVD 88     -       901.76   (+/-2cm)    2958.5    (feet)  VERTCON   
 EV0573  ___________________________________________________________________
 EV0573  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 EV0573  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0573
 EV0573.The horizontal coordinates were scaled from a topographic map and have
 EV0573.an estimated accuracy of +/- 6 seconds.
 EV0573
 EV0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0573.The vertical order pertains to the NGVD 29 superseded value.
 EV0573
 EV0573.The geoid height was determined by GEOID03.
 EV0573
 EV0573;                    North         East    Units  Estimated Accuracy
 EV0573;SPC CA 5     -   605,320.    2,098,730.      MT  (+/- 180 meters Scaled)
 EV0573
 EV0573                          SUPERSEDED SURVEY CONTROL
 EV0573
 EV0573  NGVD 29 (??/??/92)  900.928  (m)         2955.79   (f) ADJ UNCH    1 2
 EV0573
 EV0573.Superseded values are not recommended for survey control.
 EV0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0573.See file dsdata.txt to determine how the superseded data were derived.
 EV0573
 EV0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU068114(NAD 83)
 EV0573_MARKER: S = SPIKE
 EV0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0573_SP_SET: RAILROAD SPIKE
 EV0573_STAMPING: SB CO BM 705-85
 EV0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0573
 EV0573  HISTORY     - Date     Condition        Report By
 EV0573  HISTORY     - UNK      MONUMENTED       CA-071
 EV0573  HISTORY     - 1968     GOOD             CA-071
 EV0573
 EV0573                          STATION DESCRIPTION
 EV0573
 EV0573'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0573'1.4 MI E FROM LUCERNE VALLEY.
 EV0573'1.45 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION
 EV0573'OF THE STATE HIGHWAY 18 AT LUCERNE, 37 FEET NORTH CENTER LINE
 EV0573'HIGHWAY, SET R.R. SPIKE IN POWER POLE CEPCO. 263771, 85 FEET
 EV0573'EAST OF UNDERGROUND TELEPHONE CABLE OUTLET STANDARD (10 INCH
 EV0573'STEEL CASING, 3 FEET HIGH) SPIKE ABOUT 6 INCHES ABOVE GROUND AND
 EV0573'APPROXIMATELY LEVEL WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0575 ***********************************************************************
 EV0575  DESIGNATION -  705 86
 EV0575  PID         -  EV0575
 EV0575  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0575  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0575
 EV0575                         *CURRENT SURVEY CONTROL
 EV0575  ___________________________________________________________________
 EV0575* NAD 83(1986)-  34 26 38.     (N)    116 56 32.     (W)     SCALED    
 EV0575* NAVD 88     -       899.54   (+/-2cm)    2951.2    (feet)  VERTCON   
 EV0575  ___________________________________________________________________
 EV0575  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EV0575  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0575
 EV0575.The horizontal coordinates were scaled from a topographic map and have
 EV0575.an estimated accuracy of +/- 6 seconds.
 EV0575
 EV0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0575.The vertical order pertains to the NGVD 29 superseded value.
 EV0575
 EV0575.The geoid height was determined by GEOID03.
 EV0575
 EV0575;                    North         East    Units  Estimated Accuracy
 EV0575;SPC CA 5     -   605,210.    2,097,200.      MT  (+/- 180 meters Scaled)
 EV0575
 EV0575                          SUPERSEDED SURVEY CONTROL
 EV0575
 EV0575  NGVD 29 (??/??/92)  898.700  (m)         2948.48   (f) ADJ UNCH    1 2
 EV0575
 EV0575.Superseded values are not recommended for survey control.
 EV0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0575.See file dsdata.txt to determine how the superseded data were derived.
 EV0575
 EV0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU053113(NAD 83)
 EV0575_MARKER: S = SPIKE
 EV0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0575_SP_SET: RAILROAD SPIKE
 EV0575_STAMPING: 705-86-1968
 EV0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0575
 EV0575  HISTORY     - Date     Condition        Report By
 EV0575  HISTORY     - 1968     MONUMENTED       CA-071
 EV0575
 EV0575                          STATION DESCRIPTION
 EV0575
 EV0575'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0575'0.4 MI E FROM LUCERNE VALLEY.
 EV0575'0.45 MILES EAST ALONG OLD WOMAN SPRINGS ROAD FROM JUNCTION OF
 EV0575'STATE HIGHWAY 18 AT LUCERNE VALLEY, 0.3 MILE EAST FROM BARSTOW
 EV0575'ROAD, 25 FEET SOUTH OF CENTER LINE HIGHWAY, 53 FEET EAST FROM
 EV0575'THE CORNER OF A WOODEN FENCE, 1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0578 ***********************************************************************
 EV0578  DESIGNATION -  705 87
 EV0578  PID         -  EV0578
 EV0578  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0578  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0578
 EV0578                         *CURRENT SURVEY CONTROL
 EV0578  ___________________________________________________________________
 EV0578* NAD 83(1986)-  34 26 38.     (N)    116 57 41.     (W)     SCALED    
 EV0578* NAVD 88     -       893.51   (+/-2cm)    2931.5    (feet)  VERTCON   
 EV0578  ___________________________________________________________________
 EV0578  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EV0578  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0578
 EV0578.The horizontal coordinates were scaled from a topographic map and have
 EV0578.an estimated accuracy of +/- 6 seconds.
 EV0578
 EV0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0578.The vertical order pertains to the NGVD 29 superseded value.
 EV0578
 EV0578.The geoid height was determined by GEOID03.
 EV0578
 EV0578;                    North         East    Units  Estimated Accuracy
 EV0578;SPC CA 5     -   605,190.    2,095,440.      MT  (+/- 180 meters Scaled)
 EV0578
 EV0578                          SUPERSEDED SURVEY CONTROL
 EV0578
 EV0578  NGVD 29 (??/??/92)  892.676  (m)         2928.72   (f) ADJ UNCH    1 2
 EV0578
 EV0578.Superseded values are not recommended for survey control.
 EV0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0578.See file dsdata.txt to determine how the superseded data were derived.
 EV0578
 EV0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU035113(NAD 83)
 EV0578_MARKER: S = SPIKE
 EV0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0578_SP_SET: RAILROAD SPIKE
 EV0578_STAMPING: 705-87-1968
 EV0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV0578+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 EV0578
 EV0578  HISTORY     - Date     Condition        Report By
 EV0578  HISTORY     - 1968     MONUMENTED       CA-071
 EV0578  HISTORY     - 19990607 GOOD             USPSQD
 EV0578
 EV0578                          STATION DESCRIPTION
 EV0578
 EV0578'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0578'0.6 MI W FROM LUCERNE VALLEY.
 EV0578'0.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0578'OLD WOMAN SPRINGS ROAD AT LUCERNE VALLEY, 154 FEET EAST OF
 EV0578'CENTER LINE DRIVEWAY (32188 HWY. 18) OF E. H. BARTZ REAL ESTATE,
 EV0578'37 FEET NORTH OF CENTER LINE HIGHWAY, SET RAILROAD SPIKE IN
 EV0578'POLE NUMBER 1600464E, 0.8 FOOT ABOVE HIGHWAY.
 EV0578
 EV0578                          STATION RECOVERY (1999)
 EV0578
 EV0578'RECOVERY NOTE BY US POWER SQUADRON 1999 (WK)
 EV0578'MARKER IS A RAIL ROAD SPIKE SET AT THE BOTTOM OF A POWER POLE ALONG
 EV0578'SH18. TRAVEL FROM LUCERNE VALLEY POST OFFICE 0.1 MI NORTH ON HIGHLAND
 EV0578'RD., AND 0.5 MI WEST ALONG SH18. THE POWER POLE IS LOCATED 37 FT NORTH
 EV0578'OF THE SH18 CENTERLINE, 130 FT EAST OF THE EAST EDGE OF THE DRIVE WAY
 EV0578'OF GRANNY MAYE'S RESTAURANT (CLOSED). IT ALSO IS 41 FT SOUTH AND 92 FT
 EV0578'EAST OF A LIGHTPOLE 4544193E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0580 ***********************************************************************
 EV0580  DESIGNATION -  705 88
 EV0580  PID         -  EV0580
 EV0580  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0580  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0580
 EV0580                         *CURRENT SURVEY CONTROL
 EV0580  ___________________________________________________________________
 EV0580* NAD 83(1986)-  34 26 39.     (N)    116 58 38.     (W)     SCALED    
 EV0580* NAVD 88     -       904.36   (+/-2cm)    2967.1    (feet)  VERTCON   
 EV0580  ___________________________________________________________________
 EV0580  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 EV0580  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0580
 EV0580.The horizontal coordinates were scaled from a topographic map and have
 EV0580.an estimated accuracy of +/- 6 seconds.
 EV0580
 EV0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0580.The vertical order pertains to the NGVD 29 superseded value.
 EV0580
 EV0580.The geoid height was determined by GEOID03.
 EV0580
 EV0580;                    North         East    Units  Estimated Accuracy
 EV0580;SPC CA 5     -   605,210.    2,093,990.      MT  (+/- 180 meters Scaled)
 EV0580
 EV0580                          SUPERSEDED SURVEY CONTROL
 EV0580
 EV0580  NGVD 29 (??/??/92)  903.514  (m)         2964.28   (f) ADJ UNCH    1 2
 EV0580
 EV0580.Superseded values are not recommended for survey control.
 EV0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0580.See file dsdata.txt to determine how the superseded data were derived.
 EV0580
 EV0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU020114(NAD 83)
 EV0580_MARKER: S = SPIKE
 EV0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0580_SP_SET: POWER POLE
 EV0580_STAMPING: SBCO BM 705-88 1968
 EV0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EV0580+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 EV0580
 EV0580  HISTORY     - Date     Condition        Report By
 EV0580  HISTORY     - 1968     MONUMENTED       CA-071
 EV0580  HISTORY     - 20030305 GOOD             USPSQD
 EV0580
 EV0580                          STATION DESCRIPTION
 EV0580
 EV0580'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0580'1.6 MI W FROM LUCERNE VALLEY.
 EV0580'1.6 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0580'OLD WOMAN SPRINGS ROAD AT LUCERNE VALLEY, 0.2 MILE EAST OF
 EV0580'CLUSTER AVE., 284 FEET WEST OF CENTER LINE OF CODY ROAD (SOUTH
 EV0580'HIGHWAY 18) AND CHRISTENSEN RD. (TO THE NORTH OF HIGHWAY18)
 EV0580'46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY SET R.R. SPIKE
 EV0580'IN POWER POLE 89244 CEPCO, 1/2 FOOT ABOVE GROUND AND 1.2 FEET
 EV0580'ABOVE CENTER LINE OF PAVEMENT.
 EV0580
 EV0580                          STATION RECOVERY (2003)
 EV0580
 EV0580'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV0580'CORRECT STREET ADDRESS FROM CLUSTER AVE TO CUSTER AVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0582 ***********************************************************************
 EV0582  DESIGNATION -  705 89
 EV0582  PID         -  EV0582
 EV0582  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0582  USGS QUAD   -  LUCERNE VALLEY (1994)
 EV0582
 EV0582                         *CURRENT SURVEY CONTROL
 EV0582  ___________________________________________________________________
 EV0582* NAD 83(1986)-  34 26 49.     (N)    116 59 40.     (W)     SCALED    
 EV0582* NAVD 88     -       904.84   (+/-2cm)    2968.6    (feet)  VERTCON   
 EV0582  ___________________________________________________________________
 EV0582  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 EV0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV0582
 EV0582.The horizontal coordinates were scaled from a topographic map and have
 EV0582.an estimated accuracy of +/- 6 seconds.
 EV0582
 EV0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0582.The vertical order pertains to the NGVD 29 superseded value.
 EV0582
 EV0582.The geoid height was determined by GEOID03.
 EV0582
 EV0582;                    North         East    Units  Estimated Accuracy
 EV0582;SPC CA 5     -   605,500.    2,092,400.      MT  (+/- 180 meters Scaled)
 EV0582
 EV0582                          SUPERSEDED SURVEY CONTROL
 EV0582
 EV0582  NGVD 29 (??/??/92)  904.002  (m)         2965.88   (f) ADJ UNCH    1 2
 EV0582
 EV0582.Superseded values are not recommended for survey control.
 EV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0582.See file dsdata.txt to determine how the superseded data were derived.
 EV0582
 EV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU005117(NAD 83)
 EV0582_MARKER: DD = SURVEY DISK
 EV0582_SETTING: 80 = SET IN A BOULDER
 EV0582_SP_SET: BOULDER
 EV0582_STAMPING: 705-89-1968
 EV0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0582+STABILITY: SURFACE MOTION
 EV0582
 EV0582  HISTORY     - Date     Condition        Report By
 EV0582  HISTORY     - 1968     MONUMENTED       CA-071
 EV0582
 EV0582                          STATION DESCRIPTION
 EV0582
 EV0582'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0582'2.8 MI W FROM LUCERNE VALLEY.
 EV0582'2.75 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV0582'OLD WOMAN SPRINGS ROAD AT LUCERNE VALLEY, 91 FEET SOUTH OF
 EV0582'CENTER LINE HIGHWAY, SET ON EAST SIDE OF GRANITE OUTCROP, 8
 EV0582'FEET SOUTH OF WITNESS POST ABOUT 1 FOOT HIGHER THAN GROUND.
 EV0582'1 1/2 FEET LOWER THAN CENTER LINE HIGHWAY.  26 FT X 34 FT OUTCROP
 EV0582'GRANITE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1665 ***********************************************************************
 EV1665  DESIGNATION -  705 90
 EV1665  PID         -  EV1665
 EV1665  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1665  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1665
 EV1665                         *CURRENT SURVEY CONTROL
 EV1665  ___________________________________________________________________
 EV1665* NAD 83(1986)-  34 27 01.     (N)    117 00 38.     (W)     SCALED    
 EV1665* NAVD 88     -       896.13   (+/-2cm)    2940.1    (feet)  VERTCON   
 EV1665  ___________________________________________________________________
 EV1665  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 EV1665  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1665
 EV1665.The horizontal coordinates were scaled from a topographic map and have
 EV1665.an estimated accuracy of +/- 6 seconds.
 EV1665
 EV1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1665.The vertical order pertains to the NGVD 29 superseded value.
 EV1665
 EV1665.The geoid height was determined by GEOID03.
 EV1665
 EV1665;                    North         East    Units  Estimated Accuracy
 EV1665;SPC CA 5     -   605,860.    2,090,920.      MT  (+/- 180 meters Scaled)
 EV1665
 EV1665                          SUPERSEDED SURVEY CONTROL
 EV1665
 EV1665  NGVD 29 (??/??/92)  895.290  (m)         2937.30   (f) ADJ UNCH    1 2
 EV1665
 EV1665.Superseded values are not recommended for survey control.
 EV1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1665.See file dsdata.txt to determine how the superseded data were derived.
 EV1665
 EV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU990120(NAD 83)
 EV1665_MARKER: S = SPIKE
 EV1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1665_SP_SET: POWER POLE
 EV1665_STAMPING: 705-90
 EV1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1665
 EV1665  HISTORY     - Date     Condition        Report By
 EV1665  HISTORY     - 1968     MONUMENTED       CA-071
 EV1665  HISTORY     - 20021211 MARK NOT FOUND   USPSQD
 EV1665
 EV1665                          STATION DESCRIPTION
 EV1665
 EV1665'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1665'3.6 MI W FROM LUCERNE VALLEY.
 EV1665'3.65 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF OLD
 EV1665'WOMAN SPRINGS ROAD AT LUCERNE VALLEY, 34 FEET SOUTH FROM THE
 EV1665'CENTER LINE OF THE HIGHWAY SET RAIL ROAD SPIKE IN POWER POLE E/24
 EV1665'AND 205334 C.I.T., 205 FEET EAST OF 24 INCH CORREGATED METAL PIPE
 EV1665'CULVERT NUMBER K 193+07 77.90, 1 1/2 FEET ABOVE GROUND AND 1 1/2
 EV1665'FEET BELOW CENTER LINE OF PAVEMENT, 3 POLES WEST OF EAST END OF
 EV1665'DRY LAKE.
 EV1665
 EV1665                          STATION RECOVERY (2002)
 EV1665
 EV1665'RECOVERY NOTE BY US POWER SQUADRON 2002 (WK)
 EV1665'DESTROYED. BENCH MARK WAS A R.R. SPIKE IN A POWER POLE. POWER POLE HAS
 EV1665'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1663 ***********************************************************************
 EV1663  DESIGNATION -  705 91
 EV1663  PID         -  EV1663
 EV1663  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1663  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1663
 EV1663                         *CURRENT SURVEY CONTROL
 EV1663  ___________________________________________________________________
 EV1663* NAD 83(1986)-  34 27 02.     (N)    117 01 46.     (W)     SCALED    
 EV1663* NAVD 88     -       898.50   (+/-2cm)    2947.8    (feet)  VERTCON   
 EV1663  ___________________________________________________________________
 EV1663  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EV1663  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1663
 EV1663.The horizontal coordinates were scaled from a topographic map and have
 EV1663.an estimated accuracy of +/- 6 seconds.
 EV1663
 EV1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1663.The vertical order pertains to the NGVD 29 superseded value.
 EV1663
 EV1663.The geoid height was determined by GEOID03.
 EV1663
 EV1663;                    North         East    Units  Estimated Accuracy
 EV1663;SPC CA 5     -   605,870.    2,089,180.      MT  (+/- 180 meters Scaled)
 EV1663
 EV1663                          SUPERSEDED SURVEY CONTROL
 EV1663
 EV1663  NGVD 29 (??/??/92)  897.661  (m)         2945.08   (f) ADJ UNCH    1 2
 EV1663
 EV1663.Superseded values are not recommended for survey control.
 EV1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1663.See file dsdata.txt to determine how the superseded data were derived.
 EV1663
 EV1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU972121(NAD 83)
 EV1663_MARKER: S = SPIKE
 EV1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1663_SP_SET: POWER POLE
 EV1663_STAMPING: SBCO BM 705-91
 EV1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1663
 EV1663  HISTORY     - Date     Condition        Report By
 EV1663  HISTORY     - 1968     MONUMENTED       CA-071
 EV1663  HISTORY     - 20021211 MARK NOT FOUND   USPSQD
 EV1663
 EV1663                          STATION DESCRIPTION
 EV1663
 EV1663'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1663'4.7 MI W FROM LUCERNE VALLEY.
 EV1663'4.7 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF OLD
 EV1663'WOMAN SPRINGS ROAD AT LUCERNE VALLEY, 0.35 MILE EAST OF HIGH ROAD,
 EV1663'34 FEET SOUTHERLY OF STATE HIGHWAY 18, SET R.R. SPIKE IN POWER
 EV1663'POLE CEPCO 2399 AND 205310 C.I.T., 0.5 FOOT ABOVE GROUND AND 1 1/2
 EV1663'FEET ABOVE PAVEMENT.
 EV1663
 EV1663                          STATION RECOVERY (2002)
 EV1663
 EV1663'RECOVERY NOTE BY US POWER SQUADRON 2002 (WK)
 EV1663'DESTROYED. BENCH MARK WAS A R.R. SPIKE IN A POWER POLE. POWER POLE HAS
 EV1663'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1661 ***********************************************************************
 EV1661  DESIGNATION -  705 92
 EV1661  PID         -  EV1661
 EV1661  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1661  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1661
 EV1661                         *CURRENT SURVEY CONTROL
 EV1661  ___________________________________________________________________
 EV1661* NAD 83(1986)-  34 27 00.     (N)    117 02 34.     (W)     SCALED    
 EV1661* NAVD 88     -       907.69   (+/-2cm)    2978.0    (feet)  VERTCON   
 EV1661  ___________________________________________________________________
 EV1661  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EV1661  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1661
 EV1661.The horizontal coordinates were scaled from a topographic map and have
 EV1661.an estimated accuracy of +/- 6 seconds.
 EV1661
 EV1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1661.The vertical order pertains to the NGVD 29 superseded value.
 EV1661
 EV1661.The geoid height was determined by GEOID03.
 EV1661
 EV1661;                    North         East    Units  Estimated Accuracy
 EV1661;SPC CA 5     -   605,800.    2,087,960.      MT  (+/- 180 meters Scaled)
 EV1661
 EV1661                          SUPERSEDED SURVEY CONTROL
 EV1661
 EV1661  NGVD 29 (??/??/92)  906.853  (m)         2975.23   (f) ADJ UNCH    1 2
 EV1661
 EV1661.Superseded values are not recommended for survey control.
 EV1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1661.See file dsdata.txt to determine how the superseded data were derived.
 EV1661
 EV1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU960120(NAD 83)
 EV1661_MARKER: S = SPIKE
 EV1661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1661_SP_SET: POWER POLE
 EV1661_STAMPING: 705-92 1968
 EV1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1661
 EV1661  HISTORY     - Date     Condition        Report By
 EV1661  HISTORY     - 1968     MONUMENTED       CA-071
 EV1661  HISTORY     - 20021211 MARK NOT FOUND   USPSQD
 EV1661
 EV1661                          STATION DESCRIPTION
 EV1661
 EV1661'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1661'5.5 MI W FROM LUCERNE VALLEY.
 EV1661'5.5 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF OLD
 EV1661'WOMAN SPRINGS ROAD AT LUCERNE VALLEY.  26 1/2 FEET SOUTH OF CENTER
 EV1661'LINE HIGHWAY 18, 1 FOOT HIGHER THAN HIGHWAY.
 EV1661
 EV1661                          STATION RECOVERY (2002)
 EV1661
 EV1661'RECOVERY NOTE BY US POWER SQUADRON 2002 (WK)
 EV1661'EV1661 IS PROBABLY DESTROYED DUE TO EXTENSIVE GRADING AND PAVING IN
 EV1661'THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1659 ***********************************************************************
 EV1659  DESIGNATION -  705 93
 EV1659  PID         -  EV1659
 EV1659  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1659  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1659
 EV1659                         *CURRENT SURVEY CONTROL
 EV1659  ___________________________________________________________________
 EV1659* NAD 83(1986)-  34 27 07.     (N)    117 03 31.     (W)     SCALED    
 EV1659* NAVD 88     -       916.09   (+/-2cm)    3005.5    (feet)  VERTCON   
 EV1659  ___________________________________________________________________
 EV1659  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 EV1659  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1659
 EV1659.The horizontal coordinates were scaled from a topographic map and have
 EV1659.an estimated accuracy of +/- 6 seconds.
 EV1659
 EV1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1659.The vertical order pertains to the NGVD 29 superseded value.
 EV1659
 EV1659.The geoid height was determined by GEOID03.
 EV1659
 EV1659;                    North         East    Units  Estimated Accuracy
 EV1659;SPC CA 5     -   606,000.    2,086,500.      MT  (+/- 180 meters Scaled)
 EV1659
 EV1659                          SUPERSEDED SURVEY CONTROL
 EV1659
 EV1659  NGVD 29 (??/??/92)  915.247  (m)         3002.77   (f) ADJ UNCH    1 2
 EV1659
 EV1659.Superseded values are not recommended for survey control.
 EV1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1659.See file dsdata.txt to determine how the superseded data were derived.
 EV1659
 EV1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU946122(NAD 83)
 EV1659_MARKER: S = SPIKE
 EV1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1659_SP_SET: TELEPHONE POLE
 EV1659_STAMPING: SBCO 705-93 BM
 EV1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1659
 EV1659  HISTORY     - Date     Condition        Report By
 EV1659  HISTORY     - 1968     MONUMENTED       CA-071
 EV1659  HISTORY     - 20030305 MARK NOT FOUND   USPSQD
 EV1659
 EV1659                          STATION DESCRIPTION
 EV1659
 EV1659'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1659'6.4 MI W FROM LUCERNE VALLEY.
 EV1659'6.45 MILES WEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF OLD
 EV1659'WOMAN SPRINGS ROAD AT LUCERNE VALLEY, 0.25 MILE WEST OF LARGE DUAL
 EV1659'TRANSMISSION TOWER LINE SET R.R. SPIKE IN TELEPHONE POLE NO.
 EV1659'205266 C.I.T., 26 1/2 FEET SOUTHERLY OF CENTER LINE STATE HIGHWAY
 EV1659'18, 0.5 FEET ABOVE GROUND AND 1 1/2 FEET ABOVE CENTER LINE OF
 EV1659'PAVEMENT.
 EV1659
 EV1659                          STATION RECOVERY (2003)
 EV1659
 EV1659'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1659'TELEPHONE POLES HAVE BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1656 ***********************************************************************
 EV1656  DESIGNATION -  705 94
 EV1656  PID         -  EV1656
 EV1656  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1656  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1656
 EV1656                         *CURRENT SURVEY CONTROL
 EV1656  ___________________________________________________________________
 EV1656* NAD 83(1986)-  34 27 27.     (N)    117 04 26.     (W)     SCALED    
 EV1656* NAVD 88     -       924.19   (+/-2cm)    3032.1    (feet)  VERTCON   
 EV1656  ___________________________________________________________________
 EV1656  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 EV1656  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1656
 EV1656.The horizontal coordinates were scaled from a topographic map and have
 EV1656.an estimated accuracy of +/- 6 seconds.
 EV1656
 EV1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1656.The vertical order pertains to the NGVD 29 superseded value.
 EV1656
 EV1656.The geoid height was determined by GEOID03.
 EV1656
 EV1656;                    North         East    Units  Estimated Accuracy
 EV1656;SPC CA 5     -   606,600.    2,085,090.      MT  (+/- 180 meters Scaled)
 EV1656
 EV1656                          SUPERSEDED SURVEY CONTROL
 EV1656
 EV1656  NGVD 29 (??/??/92)  923.344  (m)         3029.34   (f) ADJ UNCH    1 2
 EV1656
 EV1656.Superseded values are not recommended for survey control.
 EV1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1656.See file dsdata.txt to determine how the superseded data were derived.
 EV1656
 EV1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU932128(NAD 83)
 EV1656_MARKER: S = SPIKE
 EV1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1656_SP_SET: POWER POLE
 EV1656_STAMPING: 705-4 1968
 EV1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1656
 EV1656  HISTORY     - Date     Condition        Report By
 EV1656  HISTORY     - 1968     MONUMENTED       CA-071
 EV1656  HISTORY     - 20030305 MARK NOT FOUND   USPSQD
 EV1656
 EV1656                          STATION DESCRIPTION
 EV1656
 EV1656'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1656'8 MI SE FROM APPLE VALLEY.
 EV1656'8.0 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 EV1656'YUCCA LOMA ROAD AT APPLE VALLEY, 0.05 MILES WEST FROM A ROAD
 EV1656'LEADING SOUTHWEST, 24 FEET SOUTH OF CENTER LINE HIGHWAY 18, 1 1/2
 EV1656'FEET HIGHER THAN HIGHWAY.
 EV1656
 EV1656                          STATION RECOVERY (2003)
 EV1656
 EV1656'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1656'FROM THE DESIGNATION NUMBER 705 94, I ASSUME THAT IT WAS MOUNTED TO A
 EV1656'TELEPHONE POLE. ALL POLES IN THIS VICINITY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1653 ***********************************************************************
 EV1653  DESIGNATION -  705 95
 EV1653  PID         -  EV1653
 EV1653  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1653  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1653
 EV1653                         *CURRENT SURVEY CONTROL
 EV1653  ___________________________________________________________________
 EV1653* NAD 83(1986)-  34 28 05.     (N)    117 05 21.     (W)     SCALED    
 EV1653* NAVD 88     -       925.50   (+/-2cm)    3036.4    (feet)  VERTCON   
 EV1653  ___________________________________________________________________
 EV1653  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EV1653  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1653
 EV1653.The horizontal coordinates were scaled from a topographic map and have
 EV1653.an estimated accuracy of +/- 6 seconds.
 EV1653
 EV1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1653.The vertical order pertains to the NGVD 29 superseded value.
 EV1653
 EV1653.The geoid height was determined by GEOID03.
 EV1653
 EV1653;                    North         East    Units  Estimated Accuracy
 EV1653;SPC CA 5     -   607,760.    2,083,680.      MT  (+/- 180 meters Scaled)
 EV1653
 EV1653                          SUPERSEDED SURVEY CONTROL
 EV1653
 EV1653  NGVD 29 (??/??/92)  924.657  (m)         3033.65   (f) ADJ UNCH    1 2
 EV1653
 EV1653.Superseded values are not recommended for survey control.
 EV1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1653.See file dsdata.txt to determine how the superseded data were derived.
 EV1653
 EV1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU918140(NAD 83)
 EV1653_MARKER: S = SPIKE
 EV1653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1653_SP_SET: POWER POLE
 EV1653_STAMPING: 705-95 1968
 EV1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1653
 EV1653  HISTORY     - Date     Condition        Report By
 EV1653  HISTORY     - 1968     MONUMENTED       CA-071
 EV1653  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 EV1653
 EV1653                          STATION DESCRIPTION
 EV1653
 EV1653'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1653'6.8 MI SE FROM APPLE VALLEY.
 EV1653'6.85 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV1653'OF YUCCA LOMA ROAD (APPLE VALLEY) 21 FEET SOUTH OF THE HIGHWAY
 EV1653'18 1 1/2 FEET HIGHER THAN THE HIGHWAY.  IN POWER POLE NUMBER
 EV1653'204214 C.I.T.
 EV1653
 EV1653                          STATION RECOVERY (2003)
 EV1653
 EV1653'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1653'FROM DESIGNATION NUMBER 705 95, I ASSUME THAT IT WAS MOUNTED TO A
 EV1653'TELEPHONE POLE. ALL POLES HAVE BEEN REMOVED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1650 ***********************************************************************
 EV1650  DESIGNATION -  705 96
 EV1650  PID         -  EV1650
 EV1650  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1650  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1650
 EV1650                         *CURRENT SURVEY CONTROL
 EV1650  ___________________________________________________________________
 EV1650* NAD 83(1986)-  34 28 20.     (N)    117 06 00.     (W)     SCALED    
 EV1650* NAVD 88     -       921.55   (+/-2cm)    3023.5    (feet)  VERTCON   
 EV1650  ___________________________________________________________________
 EV1650  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 EV1650  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1650
 EV1650.The horizontal coordinates were scaled from a topographic map and have
 EV1650.an estimated accuracy of +/- 6 seconds.
 EV1650
 EV1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1650.The vertical order pertains to the NGVD 29 superseded value.
 EV1650
 EV1650.The geoid height was determined by GEOID03.
 EV1650
 EV1650;                    North         East    Units  Estimated Accuracy
 EV1650;SPC CA 5     -   608,210.    2,082,680.      MT  (+/- 180 meters Scaled)
 EV1650
 EV1650                          SUPERSEDED SURVEY CONTROL
 EV1650
 EV1650  NGVD 29 (??/??/92)  920.699  (m)         3020.66   (f) ADJ UNCH    1 2
 EV1650
 EV1650.Superseded values are not recommended for survey control.
 EV1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1650.See file dsdata.txt to determine how the superseded data were derived.
 EV1650
 EV1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU908145(NAD 83)
 EV1650_MARKER: S = SPIKE
 EV1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1650_SP_SET: POWER POLE
 EV1650_STAMPING: SBCO SURV 705-96
 EV1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1650
 EV1650  HISTORY     - Date     Condition        Report By
 EV1650  HISTORY     - UNK      MONUMENTED       CA-071
 EV1650  HISTORY     - 1968     GOOD             CA-071
 EV1650  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 EV1650
 EV1650                          STATION DESCRIPTION
 EV1650
 EV1650'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1650'6.2 MI SE FROM APPLE VALLEY.
 EV1650'6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV1650'OF YUCCA LOMA ROAD (APPLE VALLEY) SET RAIL ROAD SPIKE IN POWER
 EV1650'POLE NO. 205195 C.I.T. WHICH IS IN FENCE LINE, 27 FEET WEST
 EV1650'OF CENTER LINE SIERRA PELONA DR., 46 FEET SOUTH OF CENTER LINE
 EV1650'STATE HIGHWAY 18.
 EV1650
 EV1650                          STATION RECOVERY (2003)
 EV1650
 EV1650'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1650'POWER POLE NO. 205195 C.I.T. HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1648 ***********************************************************************
 EV1648  DESIGNATION -  705 97
 EV1648  PID         -  EV1648
 EV1648  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1648  USGS QUAD   -  FIFTEENMILE VALLEY (1971)
 EV1648
 EV1648                         *CURRENT SURVEY CONTROL
 EV1648  ___________________________________________________________________
 EV1648* NAD 83(1986)-  34 28 19.     (N)    117 06 52.     (W)     SCALED    
 EV1648* NAVD 88     -       921.04   (+/-2cm)    3021.8    (feet)  VERTCON   
 EV1648  ___________________________________________________________________
 EV1648  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EV1648  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1648
 EV1648.The horizontal coordinates were scaled from a topographic map and have
 EV1648.an estimated accuracy of +/- 6 seconds.
 EV1648
 EV1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1648.The vertical order pertains to the NGVD 29 superseded value.
 EV1648
 EV1648.The geoid height was determined by GEOID03.
 EV1648
 EV1648;                    North         East    Units  Estimated Accuracy
 EV1648;SPC CA 5     -   608,170.    2,081,350.      MT  (+/- 180 meters Scaled)
 EV1648
 EV1648                          SUPERSEDED SURVEY CONTROL
 EV1648
 EV1648  NGVD 29 (??/??/92)  920.197  (m)         3019.01   (f) ADJ UNCH    1 2
 EV1648
 EV1648.Superseded values are not recommended for survey control.
 EV1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1648.See file dsdata.txt to determine how the superseded data were derived.
 EV1648
 EV1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU894144(NAD 83)
 EV1648_MARKER: S = SPIKE
 EV1648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1648_SP_SET: POWER POLE
 EV1648_STAMPING: 705-97 1968
 EV1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1648
 EV1648  HISTORY     - Date     Condition        Report By
 EV1648  HISTORY     - 1968     MONUMENTED       CA-071
 EV1648  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 EV1648
 EV1648                          STATION DESCRIPTION
 EV1648
 EV1648'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1648'5.3 MI SE FROM APPLE VALLEY.
 EV1648'5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV1648'OF YUCCA LOMA ROAD (APPLE VALLEY) 60 FEET SOUTH OF CENTER LINE
 EV1648'HIGHWAY 18, 46 FEET EAST FROM PROJECTION OF ROAD LEADING NORTH,
 EV1648'1 1/2 FEET HIGHER THAN HIGHWAY, 108 FEET SOUTH OF WIER BOX NORTH
 EV1648'SIDE OF HIGHWAY 18.
 EV1648
 EV1648                          STATION RECOVERY (2003)
 EV1648
 EV1648'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1648'FROM DESIGNATION NO. 705 97, I ASSUME THAT IT WAS MOUNTED ON A
 EV1648'TELEPHONE/POWER POLE. ALL POLES HAVE BEEN REMOVED OR REPLACED IN THIS
 EV1648'VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1640 ***********************************************************************
 EV1640  DESIGNATION -  705 98
 EV1640  PID         -  EV1640
 EV1640  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1640  USGS QUAD   -  APPLE VALLEY SOUTH (1980)
 EV1640
 EV1640                         *CURRENT SURVEY CONTROL
 EV1640  ___________________________________________________________________
 EV1640* NAD 83(1986)-  34 28 34.     (N)    117 07 45.     (W)     SCALED    
 EV1640* NAVD 88     -       923.79   (+/-2cm)    3030.8    (feet)  VERTCON   
 EV1640  ___________________________________________________________________
 EV1640  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EV1640  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1640
 EV1640.The horizontal coordinates were scaled from a topographic map and have
 EV1640.an estimated accuracy of +/- 6 seconds.
 EV1640
 EV1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1640.The vertical order pertains to the NGVD 29 superseded value.
 EV1640
 EV1640.The geoid height was determined by GEOID03.
 EV1640
 EV1640;                    North         East    Units  Estimated Accuracy
 EV1640;SPC CA 5     -   608,620.    2,079,990.      MT  (+/- 180 meters Scaled)
 EV1640
 EV1640                          SUPERSEDED SURVEY CONTROL
 EV1640
 EV1640  NGVD 29 (??/??/92)  922.946  (m)         3028.03   (f) ADJ UNCH    1 2
 EV1640
 EV1640.Superseded values are not recommended for survey control.
 EV1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1640.See file dsdata.txt to determine how the superseded data were derived.
 EV1640
 EV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU881149(NAD 83)
 EV1640_MARKER: S = SPIKE
 EV1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1640_SP_SET: POWER POLE
 EV1640_STAMPING: SBCO SURV 705-98 1968
 EV1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1640
 EV1640  HISTORY     - Date     Condition        Report By
 EV1640  HISTORY     - 1968     MONUMENTED       CA-071
 EV1640  HISTORY     - 20030412 GOOD             USPSQD
 EV1640
 EV1640                          STATION DESCRIPTION
 EV1640
 EV1640'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1640'4.4 MI SW FROM APPLE VALLEY.
 EV1640'4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE JUNCTION
 EV1640'OF YUCCA LOMA ROAD (APPLE VALLEY) SET R.R. SPIKE IN POWER POLE
 EV1640'32779 C.I.T., 46 FEET NORTH CENTER LINE STATE HIGHWAY 18,
 EV1640'ACROSS HIGHWAY FROM DIRT ROAD PROJECTING SOUTH.
 EV1640
 EV1640                          STATION RECOVERY (2003)
 EV1640
 EV1640'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1640'GPS MEASURED (18 FT ACCURACY) COORDINATES L 34 D 28 M 34.8 S N, LO 117
 EV1640'D 07 M 45.1 S W.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1637 ***********************************************************************
 EV1637  DESIGNATION -  705 99
 EV1637  PID         -  EV1637
 EV1637  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1637  USGS QUAD   -  APPLE VALLEY SOUTH (1980)
 EV1637
 EV1637                         *CURRENT SURVEY CONTROL
 EV1637  ___________________________________________________________________
 EV1637* NAD 83(1986)-  34 29 24.     (N)    117 08 31.     (W)     SCALED    
 EV1637* NAVD 88     -       899.95   (+/-2cm)    2952.6    (feet)  VERTCON   
 EV1637  ___________________________________________________________________
 EV1637  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EV1637  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV1637
 EV1637.The horizontal coordinates were scaled from a topographic map and have
 EV1637.an estimated accuracy of +/- 6 seconds.
 EV1637
 EV1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV1637.The vertical order pertains to the NGVD 29 superseded value.
 EV1637
 EV1637.The geoid height was determined by GEOID03.
 EV1637
 EV1637;                    North         East    Units  Estimated Accuracy
 EV1637;SPC CA 5     -   610,150.    2,078,810.      MT  (+/- 180 meters Scaled)
 EV1637
 EV1637                          SUPERSEDED SURVEY CONTROL
 EV1637
 EV1637  NGVD 29 (??/??/92)  899.113  (m)         2949.84   (f) ADJ UNCH    1 2
 EV1637
 EV1637.Superseded values are not recommended for survey control.
 EV1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1637.See file dsdata.txt to determine how the superseded data were derived.
 EV1637
 EV1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU869164(NAD 83)
 EV1637_MARKER: S = SPIKE
 EV1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1637_SP_SET: POWER POLE
 EV1637_STAMPING: 705-99 1968
 EV1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1637
 EV1637  HISTORY     - Date     Condition        Report By
 EV1637  HISTORY     - 1968     MONUMENTED       CA-071
 EV1637  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 EV1637
 EV1637                          STATION DESCRIPTION
 EV1637
 EV1637'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1637'3 MI SE FROM APPLE VALLEY.
 EV1637'3.05 MILES SOUTHEAST FROM APPLE VALLEY AT JUNCTION OF YUCCA LOMA
 EV1637'ROAD, .3 MILE SOUTHEAST FROM OTTAWA ROAD, SET IN POWER POLE
 EV1637'NUMBER 21260 C.I.T., 34 FEET NORTHEAST OF CENTER LINE OF STATE
 EV1637'HIGHWAY 18, ABOUT 1 FOOT HIGHER THAN CENTER LINE HIGHWAY 18
 EV1637'ACROSS THE STREET FROM MINIATURE GOLF COURSE.
 EV1637
 EV1637                          STATION RECOVERY (2003)
 EV1637
 EV1637'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK)
 EV1637'POWER LINE POLE TO WHICH THE BENCH MARK WAS ATTACHED HAS BEEN REPLACED
 EV1637'WITH A NEW POLE. BENCH MARK HAS NOT BEEN SET INTO NEW POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV1175 ***********************************************************************
 EV1175  DESIGNATION -  706 2
 EV1175  PID         -  EV1175
 EV1175  STATE/COUNTY-  CA/SAN BERNARDINO
 EV1175  USGS QUAD   -  SAN BERNARDINO SOUTH (1980)
 EV1175
 EV1175                         *CURRENT SURVEY CONTROL
 EV1175  ___________________________________________________________________
 EV1175* NAD 83(1986)-  34 03 38.     (N)    117 17 33.     (W)     SCALED    
 EV1175* NAVD 88     -       298.996  (meters)     980.96   (feet)  READJUSTED
 EV1175  ___________________________________________________________________
 EV1175  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EV1175  DYNAMIC HT  -         298.660 (meters)     979.85  (feet)  COMP
 EV1175  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 EV1175
 EV1175  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV1175
 EV1175.The horizontal coordinates were scaled from a topographic map and have
 EV1175.an estimated accuracy of +/- 6 seconds.
 EV1175
 EV1175.The orthometric height was determined by differential leveling
 EV1175.and adjusted in February 1993.
 EV1175.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV1175.distribution rate of 0.0 thru 1.0 mm/km.
 EV1175.The height was derived from older observations constrained to new
 EV1175.heights in a crustal motion area.  The height is approximate in
 EV1175.relation to other heights in its vicinity.
 EV1175
 EV1175.The geoid height was determined by GEOID03.
 EV1175
 EV1175.The dynamic height is computed by dividing the NAVD 88
 EV1175.geopotential number by the normal gravity value computed on the
 EV1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV1175.degrees latitude (g = 980.6199 gals.).
 EV1175
 EV1175.The modeled gravity was interpolated from observed gravity values.
 EV1175
 EV1175;                    North         East    Units  Estimated Accuracy
 EV1175;SPC CA 5     -   562,410.    2,065,320.      MT  (+/- 180 meters Scaled)
 EV1175
 EV1175                          SUPERSEDED SURVEY CONTROL
 EV1175
 EV1175  NGVD 29 (??/??/92)  298.208  (m)          978.37   (f) ADJ UNCH    1 1
 EV1175
 EV1175.Superseded values are not recommended for survey control.
 EV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV1175.See file dsdata.txt to determine how the superseded data were derived.
 EV1175
 EV1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT730689(NAD 83)
 EV1175_MARKER: DD = SURVEY DISK
 EV1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV1175_SP_SET: CONCRETE BASE
 EV1175_STAMPING: 706-2 1968
 EV1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV1175
 EV1175  HISTORY     - Date     Condition        Report By
 EV1175  HISTORY     - 1968     MONUMENTED       CA-071
 EV1175  HISTORY     - 1976     GOOD             NGS
 EV1175  HISTORY     - 1978     GOOD             NGS
 EV1175
 EV1175                          STATION DESCRIPTION
 EV1175
 EV1175'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV1175'1.8 MI E FROM COLTON.
 EV1175'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 EV1175'FROM THE STATION AT COLTON, SET BRASS DISK IN 30-INCH X 36-INCH
 EV1175'CONCRETE BASE FOR DOUBLE SIGNAL STAND, 8.3 FEET NORTH OF NORTH
 EV1175'RAIL OF NORTH TRACK, AND 0.2 FOOT BELOW TRACK, AND 0.2 FOOT
 EV1175'BELOW TRACK.  APPROXIMATE CENTER AND 100 FEET PLUS OR MINUS
 EV1175'SOUTH OF GRAINERY.
 EV1175
 EV1175                          STATION RECOVERY (1976)
 EV1175
 EV1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EV1175'0.3 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE OVERPASS OF
 EV1175'INTERSTATE HIGHWAY 15E, IN TOP OF THE SOUTHWEST CORNER OF A 30 INCH BY
 EV1175'36 INCH CONCRETE FOUNDATION FOR SIGNAL LIGHTS. NOTE SIGNAL LIGHTS ARE
 EV1175'NO LONGER INTACT, 8 FT. NORTH OF THE NORTH RAIL, 100 FT. SOUTH OF THE
 EV1175'CENTER OF A GRAINERY.
 EV1175'THE MARK IS 1 FT  E FROM A WITNESS POST.
 EV1175'THE MARK IS 1 FT BELOW TRACK.
 EV1175
 EV1175                          STATION RECOVERY (1978)
 EV1175
 EV1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV1175'1.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EV1175'STATION AT COLTON, SET BRASS DISK IN 30-INCH X 36-INCH CONCRETE BASE
 EV1175'FOR DOUBLE SIGNAL STAND, 8.3 FEET NORTH OF NORTH RAIL OF NORTH TRACK,
 EV1175'APPROXIMATE CENTER AND 100 FEET PLUS OR MINUS SOUTH OF GRAINERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2879 ***********************************************************************
 HR2879  DESIGNATION -  706 207 12=GREEN MTN
 HR2879  PID         -  HR2879
 HR2879  STATE/COUNTY-  CA/MADERA
 HR2879  USGS QUAD   -  CATTLE MTN (1992)
 HR2879
 HR2879                         *CURRENT SURVEY CONTROL
 HR2879  ___________________________________________________________________
 HR2879* NAD 83(1992)-  37 34 07.58327(N)    119 14 51.72782(W)     ADJUSTED  
 HR2879* NAVD 88     -      2623.3    (meters)    8607.     (feet)  VERTCON   
 HR2879  ___________________________________________________________________
 HR2879  EPOCH DATE  -        1991.35
 HR2879  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 HR2879  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 HR2879  HORZ ORDER  -  THIRD
 HR2879
 HR2879.The horizontal coordinates were established by classical geodetic methods
 HR2879.and adjusted by the National Geodetic Survey in March 1994.
 HR2879.The horizontal coordinates are valid at the epoch date displayed above.
 HR2879.The epoch date for horizontal control is a decimal equivalence
 HR2879.of Year/Month/Day.
 HR2879
 HR2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2879
 HR2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2879
 HR2879.The geoid height was determined by GEOID03.
 HR2879
 HR2879;                    North         East     Units Scale Factor Converg.
 HR2879;SPC CA 3     -   619,353.281 2,110,622.772   MT  0.99993421   +0 46 00.1
 HR2879;SPC CA 3     - 2,031,994.89  6,924,601.54   sFT  0.99993421   +0 46 00.1
 HR2879;UTM  11      - 4,160,345.970   301,494.610   MT  1.00008539   -1 22 15.2
 HR2879
 HR2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2879!SPC CA 3     -   0.99959245  x   0.99993421  =   0.99952669
 HR2879!UTM  11      -   0.99959245  x   1.00008539  =   0.99967781
 HR2879
 HR2879|---------------------------------------------------------------------|
 HR2879| PID    Reference Object                     Distance      Geod. Az  |
 HR2879|                                                           dddmmss.s |
 HR2879| CS5584 GREEN MTN RM 1                       23.070 METERS 02401     |
 HR2879| CS5585 GREEN MTN RM 2                       10.030 METERS 18734     |
 HR2879|---------------------------------------------------------------------|
 HR2879
 HR2879                          SUPERSEDED SURVEY CONTROL
 HR2879
 HR2879  NAD 83(1986)-  37 34 07.59462(N)    119 14 51.70307(W) AD(1984.00) 3
 HR2879  NGVD 29 (03/15/91) 2621.9    (m)         8602.     (f) VERT ANG    3  
 HR2879
 HR2879.Superseded values are not recommended for survey control.
 HR2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2879.See file dsdata.txt to determine how the superseded data were derived.
 HR2879
 HR2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB0149560346(NAD 83)
 HR2879_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HR2879_SETTING: 66 = SET IN ROCK OUTCROP
 HR2879_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HR2879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR2879+STABILITY: POSITION/ELEVATION WELL
 HR2879
 HR2879  HISTORY     - Date     Condition        Report By
 HR2879  HISTORY     - UNK      MONUMENTED       BOR
 HR2879  HISTORY     - 1952     GOOD             USGS
 HR2879
 HR2879                          STATION DESCRIPTION
 HR2879
 HR2879'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HR2879'RECOVERED AS DESCRIBED BY BOR .
 HR2879'
 HR2879'LOCATED ABOUT 9.5 MI SW. OF REDS MEADOWS, 3 MI NE. OF CLOVER
 HR2879'MEADOW RANGER STATION.  ON HIGHEST POINT OF GREEN MTN.
 HR2879'
 HR2879'TO REACH FROM BASS LAKE POST OFFICE, DRIVE 28.9 MI N. ON SOLDIER
 HR2879'MEADOW RD. TO PARKERS HIGH SIERRA PACK STATION.  GO BY HORSE
 HR2879'1-3/4 HOURS TO WHERE GREEN MTN. TRAIL CROSSES GREEN MTN. SADDLE.
 HR2879'TURN RIGHT ALONG RIDGE 15 MINUTES SE. TO HIGHEST POINT AND
 HR2879'STATION.
 HR2879'
 HR2879'STATION MARK--BOR  DISK STAMPED---706-207-12---, CEMENTED IN DRILL
 HR2879'HOLE IN LARGE GRANITE OUTCROP.
 HR2879'
 HR2879'RM 1--CHISELED CROSS ON ROCK.
 HR2879'
 HR2879'RM 2--CHISELED CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2885 ***********************************************************************
 HR2885  DESIGNATION -  706 207 13=MADERA
 HR2885  PID         -  HR2885
 HR2885  STATE/COUNTY-  CA/MADERA
 HR2885  USGS QUAD   -  TIMBER KNOB (1992)
 HR2885
 HR2885                         *CURRENT SURVEY CONTROL
 HR2885  ___________________________________________________________________
 HR2885* NAD 83(1992)-  37 32 15.31347(N)    119 22 27.30982(W)     ADJUSTED  
 HR2885* NAVD 88     -      3204.6    (meters)   10514.     (feet)  VERTCON   
 HR2885  ___________________________________________________________________
 HR2885  EPOCH DATE  -        1991.35
 HR2885  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 HR2885  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HR2885  HORZ ORDER  -  THIRD
 HR2885
 HR2885.The horizontal coordinates were established by classical geodetic methods
 HR2885.and adjusted by the National Geodetic Survey in March 1994.
 HR2885.The horizontal coordinates are valid at the epoch date displayed above.
 HR2885.The epoch date for horizontal control is a decimal equivalence
 HR2885.of Year/Month/Day.
 HR2885
 HR2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2885
 HR2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2885
 HR2885.The geoid height was determined by GEOID03.
 HR2885
 HR2885;                    North         East     Units Scale Factor Converg.
 HR2885;SPC CA 3     -   615,750.444 2,099,486.025   MT  0.99993608   +0 41 21.2
 HR2885;SPC CA 3     - 2,020,174.58  6,888,063.73   sFT  0.99993608   +0 41 21.2
 HR2885;UTM  11      - 4,157,160.346   290,229.255   MT  1.00014205   -1 26 49.6
 HR2885
 HR2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2885!SPC CA 3     -   0.99950138  x   0.99993608  =   0.99943750
 HR2885!UTM  11      -   0.99950138  x   1.00014205  =   0.99964336
 HR2885
 HR2885|---------------------------------------------------------------------|
 HR2885| PID    Reference Object                     Distance      Geod. Az  |
 HR2885|                                                           dddmmss.s |
 HR2885| GU1091 MADERA RM 1                           6.130 METERS 18058     |
 HR2885| GU1071 MADERA RM 2 AZIMUTH                  12.470 METERS 24753     |
 HR2885|---------------------------------------------------------------------|
 HR2885
 HR2885                          SUPERSEDED SURVEY CONTROL
 HR2885
 HR2885  NAD 83(1986)-  37 32 15.30140(N)    119 22 27.31796(W) AD(1984.00) 3
 HR2885  NGVD 29 (03/15/91) 3203.2    (m)        10509.     (f) VERT ANG    3  
 HR2885
 HR2885.Superseded values are not recommended for survey control.
 HR2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2885.See file dsdata.txt to determine how the superseded data were derived.
 HR2885
 HR2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB9022957160(NAD 83)
 HR2885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HR2885_SETTING: 66 = SET IN ROCK OUTCROP
 HR2885_SP_SET: SET IN ROCK OUTCROP
 HR2885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR2885+STABILITY: POSITION/ELEVATION WELL
 HR2885
 HR2885  HISTORY     - Date     Condition        Report By
 HR2885  HISTORY     - UNK      MONUMENTED       BOR
 HR2885  HISTORY     - 1952     GOOD             USGS
 HR2885
 HR2885                          STATION DESCRIPTION
 HR2885
 HR2885'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HR2885'RECOVERED AS DESCRIBED BY BOR .
 HR2885'
 HR2885'LOCATED ABOUT 15 MI SSE. OF MT. LYELL, 13 MI E. OF MARIPOSA GROVE
 HR2885'BIG TREES, 5 MI W. OF CLOVER MEADOW RANGER STATION.  ON HIGHEST
 HR2885'TRIANGULAR POINT OF MADERA PEAK.
 HR2885'
 HR2885'TO REACH FROM BASS LAKE POST OFFICE, DRIVE 28.9 MI N. ON SOLDIER
 HR2885'MEADOW RD. TO PARKERS HIGH SIERRA PACK STATION.  GO BY HORSE UP
 HR2885'JACKASS LAKES TRAIL TO UPPER JACKASS LAKE.  GO AROUND TO NORTH
 HR2885'SIDE OF LAKE CROSS-COUNTRY N. AND W. UP ROCKY SLOPE TO SADDLE AND
 HR2885'SMALL LAKE.  GO N. AND E. AROUND NOSE OF RIDGE TO TWO JUNIPER
 HR2885'TREES IN SADDLE.  PACK NNW. UP RIDGE TO SADDLE THEN W. AND NW. UP
 HR2885'RIDGE TO HIGHEST POINT AND STATION.  A 40-MINUTE PACK.
 HR2885'
 HR2885'STATION MARK--BOR  DISK STAMPED---706-207-13---, CEMENTED IN ROCK
 HR2885'OUTCROP.
 HR2885'
 HR2885'RM 1--CHISELED CROSS ON ROCK.
 HR2885'
 HR2885'RM 2--CHISELED CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2784 ***********************************************************************
 HR2784  DESIGNATION -  706 207 5
 HR2784  PID         -  HR2784
 HR2784  STATE/COUNTY-  CA/FRESNO
 HR2784  USGS QUAD   -  MUSICK MTN (1982)
 HR2784
 HR2784                         *CURRENT SURVEY CONTROL
 HR2784  ___________________________________________________________________
 HR2784* NAD 83(1992)-  37 14 17.96877(N)    119 15 35.75344(W)     ADJUSTED  
 HR2784* NAVD 88     -      2473.     (meters)    8114.     (feet)  SCALED    
 HR2784  ___________________________________________________________________
 HR2784  EPOCH DATE  -        1991.35
 HR2784  LAPLACE CORR-          20.34  (seconds)                    DEFLEC99
 HR2784  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 HR2784  HORZ ORDER  -  SECOND
 HR2784
 HR2784.The horizontal coordinates were established by classical geodetic methods
 HR2784.and adjusted by the National Geodetic Survey in March 1994.
 HR2784.The horizontal coordinates are valid at the epoch date displayed above.
 HR2784.The epoch date for horizontal control is a decimal equivalence
 HR2784.of Year/Month/Day.
 HR2784
 HR2784.The orthometric height was scaled from a topographic map.
 HR2784
 HR2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2784
 HR2784.The geoid height was determined by GEOID03.
 HR2784
 HR2784;                    North         East     Units Scale Factor Converg.
 HR2784;SPC CA 4     -   711,418.146 1,976,935.552   MT  0.99999780   -0 09 18.3
 HR2784;SPC CA 4     - 2,334,044.37  6,485,996.06   sFT  0.99999780   -0 09 18.3
 HR2784;SPC CA 3     -   582,669.094 2,110,028.476   MT  0.99996896   +0 45 33.2
 HR2784;SPC CA 3     - 1,911,640.19  6,922,651.76   sFT  0.99996896   +0 45 33.2
 HR2784;UTM  11      - 4,123,704.122   299,535.459   MT  1.00009505   -1 22 04.8
 HR2784
 HR2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2784!SPC CA 4     -   0.99961623  x   0.99999780  =   0.99961404
 HR2784!SPC CA 3     -   0.99961623  x   0.99996896  =   0.99958521
 HR2784!UTM  11      -   0.99961623  x   1.00009505  =   0.99971125
 HR2784
 HR2784                          SUPERSEDED SURVEY CONTROL
 HR2784
 HR2784  NAD 83(1986)-  37 14 17.97367(N)    119 15 35.74692(W) AD(1984.00) 2
 HR2784  NAD 27      -  37 14 18.17146(N)    119 15 32.30195(W) AD(       ) 2
 HR2784
 HR2784.Superseded values are not recommended for survey control.
 HR2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2784.See file dsdata.txt to determine how the superseded data were derived.
 HR2784
 HR2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB9953523704(NAD 83)
 HR2784
 HR2784  HISTORY     - Date     Condition        Report By
 HR2784  HISTORY     - 1968     MONUMENTED       CGS
 HR2784
 HR2784                          STATION DESCRIPTION
 HR2784
 HR2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HR2784'SEE STATION BLACK PT
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2813 ***********************************************************************
 HR2813  DESIGNATION -  706 207 7
 HR2813  PID         -  HR2813
 HR2813  STATE/COUNTY-  CA/MADERA
 HR2813  USGS QUAD   -  SHUTEYE PEAK (1990)
 HR2813
 HR2813                         *CURRENT SURVEY CONTROL
 HR2813  ___________________________________________________________________
 HR2813* NAD 83(1992)-  37 20 58.12880(N)    119 25 40.62627(W)     ADJUSTED  
 HR2813* NAVD 88     -      2546.     (meters)    8353.     (feet)  SCALED    
 HR2813  ___________________________________________________________________
 HR2813  EPOCH DATE  -        1991.35
 HR2813  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 HR2813  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 HR2813  HORZ ORDER  -  SECOND
 HR2813
 HR2813.The horizontal coordinates were established by classical geodetic methods
 HR2813.and adjusted by the National Geodetic Survey in March 1994.
 HR2813.The horizontal coordinates are valid at the epoch date displayed above.
 HR2813.The epoch date for horizontal control is a decimal equivalence
 HR2813.of Year/Month/Day.
 HR2813
 HR2813.The orthometric height was scaled from a topographic map.
 HR2813
 HR2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2813
 HR2813.The geoid height was determined by GEOID03.
 HR2813
 HR2813;                    North         East     Units Scale Factor Converg.
 HR2813;SPC CA 3     -   594,820.039 2,094,979.815   MT  0.99995359   +0 39 22.8
 HR2813;SPC CA 3     - 1,951,505.41  6,873,279.61   sFT  0.99995359   +0 39 22.8
 HR2813;SPC CA 4     -   723,807.921 1,962,081.699   MT  1.00002043   -0 15 19.1
 HR2813;SPC CA 4     - 2,374,693.15  6,437,263.04   sFT  1.00002043   -0 15 19.1
 HR2813;UTM  11      - 4,136,407.776   284,945.984   MT  1.00016972   -1 28 24.8
 HR2813
 HR2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2813!SPC CA 3     -   0.99960487  x   0.99995359  =   0.99955847
 HR2813!SPC CA 4     -   0.99960487  x   1.00002043  =   0.99962529
 HR2813!UTM  11      -   0.99960487  x   1.00016972  =   0.99977452
 HR2813
 HR2813                          SUPERSEDED SURVEY CONTROL
 HR2813
 HR2813  NAD 83(1986)-  37 20 58.13285(N)    119 25 40.62025(W) AD(1984.00) 2
 HR2813  NAD 27      -  37 20 58.33164(N)    119 25 37.14504(W) AD(       ) 2
 HR2813
 HR2813.Superseded values are not recommended for survey control.
 HR2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2813.See file dsdata.txt to determine how the superseded data were derived.
 HR2813
 HR2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB8494636408(NAD 83)
 HR2813
 HR2813  HISTORY     - Date     Condition        Report By
 HR2813  HISTORY     - 1968     MONUMENTED       CGS
 HR2813
 HR2813                          STATION DESCRIPTION
 HR2813
 HR2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HR2813'SEE STATION SHUTEYE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0967 ***********************************************************************
 EV0967  DESIGNATION -  706 3
 EV0967  PID         -  EV0967
 EV0967  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0967  USGS QUAD   -  REDLANDS (1996)
 EV0967
 EV0967                         *CURRENT SURVEY CONTROL
 EV0967  ___________________________________________________________________
 EV0967* NAD 83(1986)-  34 01 25.     (N)    117 11 45.     (W)     SCALED    
 EV0967* NAVD 88     -       416.83   (+/-2cm)    1367.5    (feet)  VERTCON   
 EV0967  ___________________________________________________________________
 EV0967  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 EV0967  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0967
 EV0967.The horizontal coordinates were scaled from a topographic map and have
 EV0967.an estimated accuracy of +/- 6 seconds.
 EV0967
 EV0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0967.The vertical order pertains to the NGVD 29 superseded value.
 EV0967
 EV0967.The geoid height was determined by GEOID03.
 EV0967
 EV0967;                    North         East    Units  Estimated Accuracy
 EV0967;SPC CA 5     -   558,380.    2,074,270.      MT  (+/- 180 meters Scaled)
 EV0967
 EV0967                          SUPERSEDED SURVEY CONTROL
 EV0967
 EV0967  NGVD 29 (??/??/92)  416.028  (m)         1364.92   (f) ADJ UNCH    1 1
 EV0967
 EV0967.Superseded values are not recommended for survey control.
 EV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0967.See file dsdata.txt to determine how the superseded data were derived.
 EV0967
 EV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT819647(NAD 83)
 EV0967_MARKER: DD = SURVEY DISK
 EV0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0967_SP_SET: CULVERT
 EV0967_STAMPING: 706-3 1968
 EV0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0967
 EV0967  HISTORY     - Date     Condition        Report By
 EV0967  HISTORY     - 1968     MONUMENTED       CA-071
 EV0967  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV0967
 EV0967                          STATION DESCRIPTION
 EV0967
 EV0967'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0967'0.9 MI E FROM REDLANDS.
 EV0967'0.9 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EV0967'THE FORMER MAINLINE STATION AT REDLANDS, AT CROSSING 546.7
 EV0967'(SAN TIMOTEO CANYON ROAD), SET BRASS DISK 0.75 FOOT FROM WEST
 EV0967'END OF A END WALL OF AN ABANDONED CULVERT, 83 FEET NORTH OF
 EV0967'NORTH RAIL, 312.5 FEET EAST OF MILEPOST 547, 39 FEET SOUTH
 EV0967'OF NORTH RIGHT OF WAY FENCE AND 1.4 FEET BELOW TRACKS.
 EV0967
 EV0967                          STATION RECOVERY (1978)
 EV0967
 EV0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0967'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0969 ***********************************************************************
 EV0969  DESIGNATION -  706 4
 EV0969  PID         -  EV0969
 EV0969  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0969  USGS QUAD   -  REDLANDS (1996)
 EV0969
 EV0969                         *CURRENT SURVEY CONTROL
 EV0969  ___________________________________________________________________
 EV0969* NAD 83(1986)-  34 01 07.     (N)    117 11 05.     (W)     SCALED    
 EV0969* NAVD 88     -       434.33   (+/-2cm)    1425.0    (feet)  VERTCON   
 EV0969  ___________________________________________________________________
 EV0969  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 EV0969  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0969
 EV0969.The horizontal coordinates were scaled from a topographic map and have
 EV0969.an estimated accuracy of +/- 6 seconds.
 EV0969
 EV0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0969.The vertical order pertains to the NGVD 29 superseded value.
 EV0969
 EV0969.The geoid height was determined by GEOID03.
 EV0969
 EV0969;                    North         East    Units  Estimated Accuracy
 EV0969;SPC CA 5     -   557,830.    2,075,300.      MT  (+/- 180 meters Scaled)
 EV0969
 EV0969                          SUPERSEDED SURVEY CONTROL
 EV0969
 EV0969  NGVD 29 (??/??/92)  433.523  (m)         1422.32   (f) ADJ UNCH    1 1
 EV0969
 EV0969.Superseded values are not recommended for survey control.
 EV0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0969.See file dsdata.txt to determine how the superseded data were derived.
 EV0969
 EV0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT829642(NAD 83)
 EV0969_MARKER: DD = SURVEY DISK
 EV0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV0969_SP_SET: CULVERT
 EV0969_STAMPING: 706-4 1968
 EV0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV0969
 EV0969  HISTORY     - Date     Condition        Report By
 EV0969  HISTORY     - 1968     MONUMENTED       CA-071
 EV0969  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV0969
 EV0969                          STATION DESCRIPTION
 EV0969
 EV0969'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0969'1.2 MI W FROM ORDWAY.
 EV0969'1.25 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EV0969'THE STATION SIGN AT ORDWAY, SET BRASS DISK 1.0 FOOT FROM THE
 EV0969'WEST END OF HEAD WALL FOR AN 18 INCH CONCRETE CULVERT, 28 FEET
 EV0969'EAST OF CENTER LINE OF A DIRT ORCHARD ROAD AND MEASURED PARALLEL
 EV0969'TO TRACKS, 14.2 FEET EAST OF SIGNAL CONTROL BOX, 8.3 FEET SOUTH
 EV0969'OF SOUTH RAIL AND 1.5 FEET BELOW TRACKS.
 EV0969
 EV0969                          STATION RECOVERY (1978)
 EV0969
 EV0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0969'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0971 ***********************************************************************
 EV0971  DESIGNATION -  706 5
 EV0971  PID         -  EV0971
 EV0971  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0971  USGS QUAD   -  REDLANDS (1996)
 EV0971
 EV0971                         *CURRENT SURVEY CONTROL
 EV0971  ___________________________________________________________________
 EV0971* NAD 83(1986)-  34 00 34.     (N)    117 10 23.     (W)     SCALED    
 EV0971* NAVD 88     -       454.75   (+/-2cm)    1492.0    (feet)  VERTCON   
 EV0971  ___________________________________________________________________
 EV0971  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 EV0971  VERT ORDER  -  FIRST     CLASS I (See Below)
 EV0971
 EV0971.The horizontal coordinates were scaled from a topographic map and have
 EV0971.an estimated accuracy of +/- 6 seconds.
 EV0971
 EV0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0971.The vertical order pertains to the NGVD 29 superseded value.
 EV0971
 EV0971.The geoid height was determined by GEOID03.
 EV0971
 EV0971;                    North         East    Units  Estimated Accuracy
 EV0971;SPC CA 5     -   556,830.    2,076,390.      MT  (+/- 180 meters Scaled)
 EV0971
 EV0971                          SUPERSEDED SURVEY CONTROL
 EV0971
 EV0971  NGVD 29 (??/??/92)  453.942  (m)         1489.31   (f) ADJ UNCH    1 1
 EV0971
 EV0971.Superseded values are not recommended for survey control.
 EV0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0971.See file dsdata.txt to determine how the superseded data were derived.
 EV0971
 EV0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT840632(NAD 83)
 EV0971_MARKER: DD = SURVEY DISK
 EV0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV0971_STAMPING: 706-5 1968
 EV0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV0971+STABILITY: SURFACE MOTION
 EV0971
 EV0971  HISTORY     - Date     Condition        Report By
 EV0971  HISTORY     - 1968     MONUMENTED       CA-071
 EV0971  HISTORY     - 1978     MARK NOT FOUND   NGS
 EV0971
 EV0971                          STATION DESCRIPTION
 EV0971
 EV0971'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968
 EV0971'0.4 MI W FROM ORDWAY.
 EV0971'0.4 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 EV0971'THE STATION AT ORDWAY, SET BRASS DISK IN TOP OF SOUTH HEAD
 EV0971'WALL FOR A 12-INCH CORREGATED METAL PIPE AND 1.0 FOOT EAST OF
 EV0971'CENTER, 7.0 FEET SOUTH OF SOUTH RAIL OF MAIN LINE TRACKS, AT
 EV0971'APPROXIMATE BEGINNING OF CURVE TO THE EAST, 75 FEET WEST OF
 EV0971'SEMAPHORE SIGNAL, AND 2.5 FEET BELOW TRACKS.
 EV0971
 EV0971                          STATION RECOVERY (1978)
 EV0971
 EV0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV0971'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2739 ***********************************************************************
 HR2739  DESIGNATION -  706 702 2=MAMMOTH
 HR2739  PID         -  HR2739
 HR2739  STATE/COUNTY-  CA/MONO
 HR2739  USGS QUAD   -  MAMMOTH MTN (1994)
 HR2739
 HR2739                         *CURRENT SURVEY CONTROL
 HR2739  ___________________________________________________________________
 HR2739* NAD 83(1992)-  37 37 50.25537(N)    119 01 57.45227(W)     ADJUSTED  
 HR2739* NAVD 88     -      3370.8    (meters)   11059.     (feet)  VERTCON   
 HR2739  ___________________________________________________________________
 HR2739  EPOCH DATE  -        1991.35
 HR2739  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HR2739  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 HR2739  HORZ ORDER  -  SECOND
 HR2739
 HR2739.The horizontal coordinates were established by classical geodetic methods
 HR2739.and adjusted by the National Geodetic Survey in March 1994.
 HR2739.The horizontal coordinates are valid at the epoch date displayed above.
 HR2739.The epoch date for horizontal control is a decimal equivalence
 HR2739.of Year/Month/Day.
 HR2739
 HR2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2739
 HR2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2739
 HR2739.The geoid height was determined by GEOID03.
 HR2739
 HR2739;                    North         East     Units Scale Factor Converg.
 HR2739;SPC CA 3     -   626,493.075 2,129,512.665   MT  0.99993138   +0 53 54.1
 HR2739;SPC CA 3     - 2,055,419.36  6,986,576.14   sFT  0.99993138   +0 53 54.1
 HR2739;UTM  11      - 4,166,776.532   320,639.849   MT  0.99999626   -1 14 29.0
 HR2739
 HR2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2739!SPC CA 3     -   0.99947520  x   0.99993138  =   0.99940662
 HR2739!UTM  11      -   0.99947520  x   0.99999626  =   0.99947147
 HR2739
 HR2739|---------------------------------------------------------------------|
 HR2739| PID    Reference Object                     Distance      Geod. Az  |
 HR2739|                                                           dddmmss.s |
 HR2739| DB2056 MAMMOTH RM 3                         19.345 METERS 01914     |
 HR2739| HR2693 CASA                                APPROX.12.1 KM 0824427.7 |
 HR2739| CS5598 MAMMOTH RM 1                         22.450 METERS 18619     |
 HR2739| DB2057 MAMMOTH RM 4                         11.751 METERS 29642     |
 HR2739| CS5597 MAMMOTH RM 2                         36.120 METERS 31115     |
 HR2739|---------------------------------------------------------------------|
 HR2739
 HR2739                          SUPERSEDED SURVEY CONTROL
 HR2739
 HR2739  NAD 83(1986)-  37 37 50.25461(N)    119 01 57.43917(W) AD(1984.00) 2
 HR2739  NAD 27      -  37 37 50.50963(N)    119 01 53.95000(W) AD(       ) 2
 HR2739  NGVD 29 (07/19/86) 3369.0    (m)        11053.     (f) VERT ANG    3  
 HR2739
 HR2739.Superseded values are not recommended for survey control.
 HR2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2739.See file dsdata.txt to determine how the superseded data were derived.
 HR2739
 HR2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB2064066777(NAD 83)
 HR2739_MARKER: DD = SURVEY DISK
 HR2739_SETTING: 80 = SET IN A BOULDER
 HR2739_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HR2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR2739+STABILITY: SURFACE MOTION
 HR2739
 HR2739  HISTORY     - Date     Condition        Report By
 HR2739  HISTORY     - 1951     MONUMENTED       BOR
 HR2739  HISTORY     - 1952     GOOD             USGS
 HR2739  HISTORY     - 1968     SEE DESCRIPTION  CGS
 HR2739  HISTORY     - 1983     GOOD             BOR
 HR2739
 HR2739                          STATION DESCRIPTION
 HR2739
 HR2739'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HR2739'RECOVERED AS DESCRIBED BY USBR.
 HR2739'
 HR2739'LOCATED ABOUT 3.3 MI W. OF MAMMOTH, 1 MI N. OF MAMMOTH PASS.  ON
 HR2739'HIGHEST POINT OF MAMMOTH MTN.
 HR2739'
 HR2739'TO REACH FROM MAMMOTH POST OFFICE, DRIVE W. ON MAMMOTH LAKES RD.
 HR2739'TO END OF RD.  PACK N. UP SLOPE TO HIGHEST POINT AND STATION.  A
 HR2739'2-HOUR PACK.
 HR2739'
 HR2739'STATION MARK--USBR DISK STAMPED---706-207-2---, CEMENTED IN ROCK
 HR2739'OUTCROP.
 HR2739'
 HR2739'RM 1--CHISELED CROSS ON ROCK.
 HR2739'
 HR2739'RM 2--CHISELED CROSS ON ROCK.
 HR2739
 HR2739                          STATION RECOVERY (1968)
 HR2739
 HR2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 HR2739'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF MAMMOTH
 HR2739'LAKES ON THE HIGHEST POINT OF MAMMOTH MOUNTAIN ABOUT 150
 HR2739'FEET EAST OF THE UPPER GONDOLA TERMINAL BUILDING.
 HR2739'
 HR2739'TO REACH FROM THE POST OFFICE IN MAMMOTH LAKES, GO WEST FOR
 HR2739'0.6 MILE TO A SIDE ROAD RIGHT AND SIGN MAMMOTH MTN 5, TURN RIGHT
 HR2739'AND FOLLOW MAIN ROAD FOR 4 MILES TO THE MAMMOTH LODGE AND THE
 HR2739'LOWER GONDOLA TERMINAL BUILDING, CONTINUE FOR 0.3 MILE TO A SIDE
 HR2739'ROAD LEFT, TURN LEFT AND FOLLOW MAIN ROAD FOR 0.9 MILE TO A SIDE
 HR2739'ROAD LEFT, TURN LEFT AND FOLLOW MAIN ROAD UP MOUNTAIN FOR
 HR2739'2.9 MILES TO TOP OF MOUNTAIN AND STATION.
 HR2739'
 HR2739'THE LAST 2.9 MILES IS A PRIVATE ROAD.  PERMISSION TO USE MAY
 HR2739'BE OBTAINED AT THE LOWER GONDOLA TERMINAL BUILDING.
 HR2739'
 HR2739'STATION MARK, A U.S. BUREAU OF RECLAMATION DISK STAMPED 706
 HR2739'702 2, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ON THE
 HR2739'HIGHEST POINT OF MOUNTAIN.
 HR2739'
 HR2739'REFERENCE MARK 3, A STANDARD DISK STAMPED MAMMOTH USBR NO 3
 HR2739'1968, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 15
 HR2739'FEET LOWER THAN THE STATION.
 HR2739'
 HR2739'REFERENCE MARK 4, A STANDARD DISK STAMPED MAMMOTH USBR NO 4
 HR2739'1968, IS SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3
 HR2739'FEET LOWER THAN THE STATION.
 HR2739'
 HR2739'NOTE--REFERENCE MARKS STAMPED 3 AND 4 TO AVOID CONFUSION WITH
 HR2739'GEOLOGICAL REFERENCE POINT 1 AND 2 WHICH ARE NO LONGER AT THE
 HR2739'STATION SITE.
 HR2739
 HR2739                          STATION RECOVERY (1983)
 HR2739
 HR2739'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1983 (CLN)
 HR2739'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4
 HR2739'WERE NOT RECOVERED.
 HR2739'
 HR2739'THE STATION IS LOCATED 6.4 KM (4 MI) WEST-SOUTHWEST OF MAMMOTH LAKES
 HR2739'ON THE HIGHEST PART OF MAMMOTH MOUNTAIN, 91 METERS (150 FEET) EAST OF
 HR2739'THE UPPER GONDOLA BUILDING.
 HR2739'
 HR2739'TO REACH THE STATION FROM THE POST OFFICE IN MAMMOTH LAKES GO WEST ON
 HR2739'STATE HIGHWAY 203 FOR 1 KM (0.6 MI) TO A SIGNAL LIGHT AND A RIGHT
 HR2739'TURN IN 203.  TURN RIGHT, FOLLOWING 203 FOR 6.4 KM (4 MI) TO THE GATE
 HR2739'AT THE MAMMOTH LODGE.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO A DIRT
 HR2739'SIDE ROAD LEFT.  TURN LEFT FOR 1.5 KM (0.9 MI) TO A FORK.  KEEP LEFT
 HR2739'FORK UPHILL FOR 4.7 KM (2.9 MI) TO THE SUMMIT AND THE STATION.
 HR2739'
 HR2739'THE STATION IS A STANDARD USBR DISK STAMPED---706 702 2---
 HR2739'SET INTO THE TOP OF A BOULDER LOCATED 91 METERS (150 FEET) E FROM
 HR2739'THE UPPER GONDOLA BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0401 ***********************************************************************
 HR0401  DESIGNATION -  7066=B 10
 HR0401  PID         -  HR0401
 HR0401  STATE/COUNTY-  CA/MONO
 HR0401  USGS QUAD   -  CONVICT LAKE (1994)
 HR0401
 HR0401                         *CURRENT SURVEY CONTROL
 HR0401  ___________________________________________________________________
 HR0401* NAD 83(1986)-  37 37 25.     (N)    118 49 49.     (W)     SCALED    
 HR0401* NAVD 88     -      2153.718  (meters)    7065.99   (feet)  ADJUSTED  
 HR0401  ___________________________________________________________________
 HR0401  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HR0401  DYNAMIC HT  -        2150.981 (meters)    7057.01  (feet)  COMP
 HR0401  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 HR0401
 HR0401  VERT ORDER  -  FIRST     CLASS II
 HR0401
 HR0401.The horizontal coordinates were scaled from a topographic map and have
 HR0401.an estimated accuracy of +/- 6 seconds.
 HR0401
 HR0401.The orthometric height was determined by differential leveling
 HR0401.and adjusted in June 1991.
 HR0401.WARNING-Repeat measurements at this control monument indicate possible
 HR0401.vertical movement.
 HR0401
 HR0401.The geoid height was determined by GEOID03.
 HR0401
 HR0401.The dynamic height is computed by dividing the NAVD 88
 HR0401.geopotential number by the normal gravity value computed on the
 HR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0401.degrees latitude (g = 980.6199 gals.).
 HR0401
 HR0401.The modeled gravity was interpolated from observed gravity values.
 HR0401
 HR0401;                    North         East    Units  Estimated Accuracy
 HR0401;SPC CA 3     -   626,010.    2,147,380.      MT  (+/- 180 meters Scaled)
 HR0401
 HR0401                          SUPERSEDED SURVEY CONTROL
 HR0401
 HR0401  NGVD 29 (??/??/92) 2152.018  (m)         7060.41   (f) ADJ UNCH    1 2
 HR0401
 HR0401.Superseded values are not recommended for survey control.
 HR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0401.See file dsdata.txt to determine how the superseded data were derived.
 HR0401
 HR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB384656(NAD 83)
 HR0401_MARKER: DD = SURVEY DISK
 HR0401_SETTING: 66 = SET IN ROCK OUTCROP
 HR0401_SP_SET: IN A DRILL HOLE IN BEDROCK
 HR0401_STAMPING: 7066 B 1905 B 10
 HR0401_MARK LOGO: USGS  
 HR0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0401+STABILITY: POSITION/ELEVATION WELL
 HR0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0401+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0401
 HR0401  HISTORY     - Date     Condition        Report By
 HR0401  HISTORY     - 1905     MONUMENTED       USGS
 HR0401  HISTORY     - 1957     GOOD             NGS
 HR0401  HISTORY     - 1983     GOOD             NGS
 HR0401  HISTORY     - 1986     GOOD             NGS
 HR0401  HISTORY     - 1987     GOOD             NGS
 HR0401  HISTORY     - 19881009 GOOD             NGS
 HR0401
 HR0401                          STATION DESCRIPTION
 HR0401
 HR0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0401'5.1 MI SE FROM CASA DIABLO HOT SPRINGS.
 HR0401'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE STORE AT
 HR0401'CASA DIABLO HOT SPRINGS, THENCE 0.2 MILE NORTHEAST ALONG A
 HR0401'TRACK ROAD, IN R 28 E, T 4 S, NEAR THE SOUTHEAST CORNER OF
 HR0401'SECTION 1, AT THE FOOT OF THE SOUTHWEST END OF A HIGH RIDGE, IN
 HR0401'THE TOP OF A LARGE LAVA OUTCROP WHICH PROJECTS 4 1/2 FEET ABOVE
 HR0401'THE GROUND, 216 FEET NORTH OF A FENCE, 177 FEET NORTHEAST OF A
 HR0401'TRACK ROAD WHICH PARALLELS A TELEPHONE LINE, ABOUT LEVEL WITH THE
 HR0401'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
 HR0401
 HR0401                          STATION RECOVERY (1983)
 HR0401
 HR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HR0401'7.2 KM (4.5 MI) SOUTH EAST ALONG U.S. HIGHWAY 395 FROM THE MAMMOTH
 HR0401'INTERCHANGE (STATE HIGHWAY 203) THEN LEFT, NORTHEAST ALONG MOT CREEK
 HR0401'ROAD TO THE NORTHEAST EDGE OF THE AIRPORT, THEN RIGHT, SOUTHWEST
 HR0401'ALONG A FENCE CROSS COUNTY FOR 0.8 KM (0.5 MI) , IN THE SOUTHEAST
 HR0401'QUARTER SECTION 1, R 28 E, T 4 S, IN THE TOP OF A LARGE LAVA ROCK
 HR0401'BOULDER, ABOUT 4.5 FT. HIGH, ABOUT 2 METERS, 7 FEET NORTHWEST OF A 7
 HR0401'FEET HIGH BOULDER , 65.8 METERS, 216 FEET NORTHWEST OF A FENCE, ABOUT
 HR0401'60 FEET NORTHEAST OF A FENCE , AN ALUMINUM DISK.
 HR0401
 HR0401                          STATION RECOVERY (1986)
 HR0401
 HR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0401'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1
 HR0401'MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN MAMMOTH
 HR0401'LAKES, THENCE 7.85 KM (4.88 MI) SOUTHEAST ALONG US HIGHWAY 395, THENCE
 HR0401'0.38 KM (0.24 MI) NORTHEAST ACROSS THE MAMMOTH LAKES AIRPORT RUNWAYS,
 HR0401'NORTHEAST ACROSS THE RUNWAYS FROM THE SOUTH-EASTERN MOST ONE OF THREE
 HR0401'AIRPORT WINDSOCKS, IN TOP OF A 6- BY 10-FOOT PORTION OF LAVA OUTCROP
 HR0401'PROJECTING 5-FEET ABOVE THE SURFACE OF THE GROUND, 13 FENCE POSTS
 HR0401'SOUTHEAST OF A BRACED FENCE POST TO THE WITNESS POST AND 0.2 METER
 HR0401'(0.6 FT) ABOVE THE PAINTED LETTERS BM.
 HR0401'THE MARK IS 35.0 METERS  NE FROM  A WITNESS POST
 HR0401'THE MARK IS 1.0 M BELOW THE TAXI-WAY.
 HR0401
 HR0401                          STATION RECOVERY (1987)
 HR0401
 HR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0401'RECOVERED IN GOOD CONDITION.
 HR0401
 HR0401                          STATION RECOVERY (1988)
 HR0401
 HR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0098 ***********************************************************************
 DY0098  DESIGNATION -  708 C OF LB
 DY0098  PID         -  DY0098
 DY0098  STATE/COUNTY-  CA/LOS ANGELES
 DY0098  USGS QUAD   -  LONG BEACH (1981)
 DY0098
 DY0098                         *CURRENT SURVEY CONTROL
 DY0098  ___________________________________________________________________
 DY0098* NAD 83(1986)-  33 46 12.     (N)    118 12 32.     (W)     SCALED    
 DY0098* NAVD 88     -         0.93   (+/-2cm)       3.1    (feet)  VERTCON   
 DY0098  ___________________________________________________________________
 DY0098  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0098  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0098
 DY0098.The horizontal coordinates were scaled from a topographic map and have
 DY0098.an estimated accuracy of +/- 6 seconds.
 DY0098
 DY0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0098.The vertical order pertains to the NGVD 29 superseded value.
 DY0098
 DY0098.The geoid height was determined by GEOID03.
 DY0098
 DY0098;                    North         East    Units  Estimated Accuracy
 DY0098;SPC CA 5     -   529,970.    1,980,650.      MT  (+/- 180 meters Scaled)
 DY0098
 DY0098                          SUPERSEDED SURVEY CONTROL
 DY0098
 DY0098  NGVD 29 (??/??/92)    0.115  (m)            0.38   (f) ADJ UNCH    1 2
 DY0098
 DY0098.Superseded values are not recommended for survey control.
 DY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0098.See file dsdata.txt to determine how the superseded data were derived.
 DY0098
 DY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT880373(NAD 83)
 DY0098_MARKER: B = BOLT
 DY0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0098_SP_SET: SIDEWALK
 DY0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0098
 DY0098  HISTORY     - Date     Condition        Report By
 DY0098  HISTORY     - UNK      MONUMENTED       CA1970
 DY0098  HISTORY     - 1945     GOOD             NGS
 DY0098  HISTORY     - 1969     MARK NOT FOUND   NGS
 DY0098
 DY0098                          STATION DESCRIPTION
 DY0098
 DY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0098'AT LONG BEACH.
 DY0098'AT LONG BEACH AT THE INTERSECTION OF BROADWAY AND MITCHELL
 DY0098'AVENUE, 5.0 FEET NORTH OF THE NORTH CURBLINE OF BROADWAY, 4.0
 DY0098'FEET EAST OF THE EAST CURBLINE OF MITCHELL AVENUE AND SET 6
 DY0098'INCHES BELOW THE SIDEWALK SURFACE IN A WELL AND COVERED BY AN
 DY0098'IRON COVER MARKED L.B.  TOP OF A ROUND BRASS BOLT.
 DY0098
 DY0098                          STATION RECOVERY (1969)
 DY0098
 DY0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DY0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1838 ***********************************************************************
 JT1838  DESIGNATION -  71 1
 JT1838  PID         -  JT1838
 JT1838  STATE/COUNTY-  CA/NAPA
 JT1838  USGS QUAD   -  NAPA (1980)
 JT1838
 JT1838                         *CURRENT SURVEY CONTROL
 JT1838  ___________________________________________________________________
 JT1838* NAD 83(1986)-  38 19 55.     (N)    122 15 10.     (W)     SCALED    
 JT1838* NAVD 88     -        22.97   (+/-2cm)      75.4    (feet)  VERTCON   
 JT1838  ___________________________________________________________________
 JT1838  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT1838  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1838
 JT1838.The horizontal coordinates were scaled from a topographic map and have
 JT1838.an estimated accuracy of +/- 6 seconds.
 JT1838
 JT1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1838.The vertical order pertains to the NGVD 29 superseded value.
 JT1838
 JT1838.The geoid height was determined by GEOID03.
 JT1838
 JT1838;                    North         East    Units  Estimated Accuracy
 JT1838;SPC CA 2     -   573,880.    1,977,900.      MT  (+/- 180 meters Scaled)
 JT1838
 JT1838                          SUPERSEDED SURVEY CONTROL
 JT1838
 JT1838  NGVD 29 (??/??/92)   22.165  (m)           72.72   (f) ADJ UNCH    1 1
 JT1838
 JT1838.Superseded values are not recommended for survey control.
 JT1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1838.See file dsdata.txt to determine how the superseded data were derived.
 JT1838
 JT1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH653429(NAD 83)
 JT1838_MARKER: DD = SURVEY DISK
 JT1838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1838_SP_SET: MASSIVE STRUCTURE
 JT1838_MARK LOGO: CA2330
 JT1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1838
 JT1838  HISTORY     - Date     Condition        Report By
 JT1838  HISTORY     - 1971     MONUMENTED       CA2330
 JT1838
 JT1838                          STATION DESCRIPTION
 JT1838
 JT1838'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1838'ALONG VICHY AVENUE AT SARCO CREEK BRIDGE, A BRASS CAP SET IN THE
 JT1838'SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1842 ***********************************************************************
 JT1842  DESIGNATION -  71 2
 JT1842  PID         -  JT1842
 JT1842  STATE/COUNTY-  CA/NAPA
 JT1842  USGS QUAD   -  NAPA (1980)
 JT1842
 JT1842                         *CURRENT SURVEY CONTROL
 JT1842  ___________________________________________________________________
 JT1842* NAD 83(1986)-  38 20 10.     (N)    122 15 25.     (W)     SCALED    
 JT1842* NAVD 88     -        30.36   (+/-2cm)      99.6    (feet)  VERTCON   
 JT1842  ___________________________________________________________________
 JT1842  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT1842  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1842
 JT1842.The horizontal coordinates were scaled from a topographic map and have
 JT1842.an estimated accuracy of +/- 6 seconds.
 JT1842
 JT1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1842.The vertical order pertains to the NGVD 29 superseded value.
 JT1842
 JT1842.The geoid height was determined by GEOID03.
 JT1842
 JT1842;                    North         East    Units  Estimated Accuracy
 JT1842;SPC CA 2     -   574,350.    1,977,540.      MT  (+/- 180 meters Scaled)
 JT1842
 JT1842                          SUPERSEDED SURVEY CONTROL
 JT1842
 JT1842  NGVD 29 (??/??/92)   29.555  (m)           96.97   (f) ADJ UNCH    1 1
 JT1842
 JT1842.Superseded values are not recommended for survey control.
 JT1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1842.See file dsdata.txt to determine how the superseded data were derived.
 JT1842
 JT1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH649433(NAD 83)
 JT1842_MARKER: DD = SURVEY DISK
 JT1842_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1842+WITH SETTING: PAVEMENT
 JT1842_SP_SET: POLE BASE
 JT1842_MARK LOGO: CA2330
 JT1842_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1842+STABILITY: SURFACE MOTION
 JT1842
 JT1842  HISTORY     - Date     Condition        Report By
 JT1842  HISTORY     - 1971     MONUMENTED       CA2330
 JT1842
 JT1842                          STATION DESCRIPTION
 JT1842
 JT1842'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1842'ALONG VICHY AVENUE AT SCHOOL, A BRASS CAP SET IN A FLAG POLE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1844 ***********************************************************************
 JT1844  DESIGNATION -  71 A
 JT1844  PID         -  JT1844
 JT1844  STATE/COUNTY-  CA/NAPA
 JT1844  USGS QUAD   -  NAPA (1980)
 JT1844
 JT1844                         *CURRENT SURVEY CONTROL
 JT1844  ___________________________________________________________________
 JT1844* NAD 83(1986)-  38 19 32.     (N)    122 15 10.     (W)     SCALED    
 JT1844* NAVD 88     -        34.27   (+/-2cm)     112.4    (feet)  VERTCON   
 JT1844  ___________________________________________________________________
 JT1844  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JT1844  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1844
 JT1844.The horizontal coordinates were scaled from a topographic map and have
 JT1844.an estimated accuracy of +/- 6 seconds.
 JT1844
 JT1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1844.The vertical order pertains to the NGVD 29 superseded value.
 JT1844
 JT1844.The geoid height was determined by GEOID03.
 JT1844
 JT1844;                    North         East    Units  Estimated Accuracy
 JT1844;SPC CA 2     -   573,170.    1,977,900.      MT  (+/- 180 meters Scaled)
 JT1844
 JT1844                          SUPERSEDED SURVEY CONTROL
 JT1844
 JT1844  NGVD 29 (??/??/92)   33.468  (m)          109.80   (f) ADJ UNCH    1 1
 JT1844
 JT1844.Superseded values are not recommended for survey control.
 JT1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1844.See file dsdata.txt to determine how the superseded data were derived.
 JT1844
 JT1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH653422(NAD 83)
 JT1844_MARKER: DD = SURVEY DISK
 JT1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1844_SP_SET: CONCRETE POST
 JT1844_MARK LOGO: CA2330
 JT1844_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1844+STABILITY: SURFACE MOTION
 JT1844
 JT1844  HISTORY     - Date     Condition        Report By
 JT1844  HISTORY     - 1971     MONUMENTED       CA2330
 JT1844
 JT1844                          STATION DESCRIPTION
 JT1844
 JT1844'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1844'ALONG VICHY AVENUE AT NO. 3051, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT1844'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5558 ***********************************************************************
 DX5558  DESIGNATION -  71 A 77
 DX5558  PID         -  DX5558
 DX5558  STATE/COUNTY-  CA/RIVERSIDE
 DX5558  USGS QUAD   -  LAKE MATHEWS (1988)
 DX5558
 DX5558                         *CURRENT SURVEY CONTROL
 DX5558  ___________________________________________________________________
 DX5558* NAD 83(1992)-  33 46 19.24887(N)    117 29 05.80409(W)     ADJUSTED  
 DX5558* NAVD 88     -       322.59   (+/-2cm)    1058.4    (feet)  VERTCON   
 DX5558  ___________________________________________________________________
 DX5558  EPOCH DATE  -        1991.35
 DX5558  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DX5558  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DX5558  HORZ ORDER  -  THIRD
 DX5558  VERT ORDER  -  THIRD ? (See Below)
 DX5558
 DX5558.The horizontal coordinates were established by classical geodetic methods
 DX5558.and adjusted by the National Geodetic Survey in June 1996.
 DX5558.The horizontal coordinates are valid at the epoch date displayed above.
 DX5558.The epoch date for horizontal control is a decimal equivalence
 DX5558.of Year/Month/Day.
 DX5558
 DX5558.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX5558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX5558.The vertical order pertains to the NGVD 29 superseded value.
 DX5558
 DX5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX5558
 DX5558.The geoid height was determined by GEOID03.
 DX5558
 DX5558;                    North         East     Units Scale Factor Converg.
 DX5558;SPC CA 6     -   678,717.926 1,885,610.509   MT  0.99998329   -0 40 43.0
 DX5558;SPC CA 6     - 2,226,760.40  6,186,373.81   sFT  0.99998329   -0 40 43.0
 DX5558;SPC CA 5     -   530,296.194 2,047,712.919   MT  1.00006688   +0 17 36.9
 DX5558;SPC CA 5     - 1,739,813.43  6,718,204.80   sFT  1.00006688   +0 17 36.9
 DX5558;UTM  11      - 3,736,983.400   455,096.833   MT  0.99962486   -0 16 10.5
 DX5558
 DX5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX5558!SPC CA 6     -   0.99995458  x   0.99998329  =   0.99993787
 DX5558!SPC CA 5     -   0.99995458  x   1.00006688  =   1.00002145
 DX5558!UTM  11      -   0.99995458  x   0.99962486  =   0.99957945
 DX5558
 DX5558                          SUPERSEDED SURVEY CONTROL
 DX5558
 DX5558  NAD 83(1986)-  33 46 19.24772(N)    117 29 05.80452(W) AD(1984.00) 3
 DX5558  NGVD 29 (11/25/92)  321.80   (m)         1055.8    (f) LEVELING    3  
 DX5558
 DX5558.Superseded values are not recommended for survey control.
 DX5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX5558.See file dsdata.txt to determine how the superseded data were derived.
 DX5558
 DX5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5509736983(NAD 83)
 DX5558_MARKER: DS = TRIANGULATION STATION DISK
 DX5558_SETTING: 0 = UNSPECIFIED SETTING
 DX5558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DX5558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX5558
 DX5558  HISTORY     - Date     Condition        Report By
 DX5558  HISTORY     - 1975     MONUMENTED       CADT
 DX5558
 DX5558                          STATION DESCRIPTION
 DX5558
 DX5558'DESCRIBED BY CALTRANS 1975 (RWH)
 DX5558'BENCH MARK IS A 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON
 DX5558'PIPE IN CONCRETE BURIED 0.4 FEET.
 DX5558'TO REACH THE BENCH MARK 71-A-77 FROM THE INTERSECTION OF INTERSTATE
 DX5558'15 AND ONTARIO AVENUE IN THE CITY OF CORONA, GO SOUTH ON INTERSTATE
 DX5558'15 FOR 5.9 MILES TO THE BENCH MARK ON RIGHT, 170 FEET SOUTH OF THE
 DX5558'SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST
 DX5558'EDGE OF CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY FENCE.
 DX5558'THE BENCH MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN
 DX5558'2 INCH IRON PIPE AND CONCRETE STAMPED---BM-71-A-77---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1843 ***********************************************************************
 JT1843  DESIGNATION -  71 B
 JT1843  PID         -  JT1843
 JT1843  STATE/COUNTY-  CA/NAPA
 JT1843  USGS QUAD   -  NAPA (1980)
 JT1843
 JT1843                         *CURRENT SURVEY CONTROL
 JT1843  ___________________________________________________________________
 JT1843* NAD 83(1986)-  38 19 42.     (N)    122 15 10.     (W)     SCALED    
 JT1843* NAVD 88     -        33.78   (+/-2cm)     110.8    (feet)  VERTCON   
 JT1843  ___________________________________________________________________
 JT1843  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JT1843  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1843
 JT1843.The horizontal coordinates were scaled from a topographic map and have
 JT1843.an estimated accuracy of +/- 6 seconds.
 JT1843
 JT1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1843.The vertical order pertains to the NGVD 29 superseded value.
 JT1843
 JT1843.The geoid height was determined by GEOID03.
 JT1843
 JT1843;                    North         East    Units  Estimated Accuracy
 JT1843;SPC CA 2     -   573,480.    1,977,900.      MT  (+/- 180 meters Scaled)
 JT1843
 JT1843                          SUPERSEDED SURVEY CONTROL
 JT1843
 JT1843  NGVD 29 (??/??/92)   32.982  (m)          108.21   (f) ADJ UNCH    1 1
 JT1843
 JT1843.Superseded values are not recommended for survey control.
 JT1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1843.See file dsdata.txt to determine how the superseded data were derived.
 JT1843
 JT1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH653425(NAD 83)
 JT1843_MARKER: DD = SURVEY DISK
 JT1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1843_SP_SET: CONCRETE POST
 JT1843_MARK LOGO: CA2330
 JT1843_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1843+STABILITY: SURFACE MOTION
 JT1843
 JT1843  HISTORY     - Date     Condition        Report By
 JT1843  HISTORY     - 1971     MONUMENTED       CA2330
 JT1843
 JT1843                          STATION DESCRIPTION
 JT1843
 JT1843'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1843'ALONG VICHY AVENUE AT NO. 3105, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT1843'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0745 ***********************************************************************
 KS0745  DESIGNATION -  71 B B C
 KS0745  PID         -  KS0745
 KS0745  STATE/COUNTY-  CA/YUBA
 KS0745  USGS QUAD   -  WHEATLAND (1973)
 KS0745
 KS0745                         *CURRENT SURVEY CONTROL
 KS0745  ___________________________________________________________________
 KS0745* NAD 83(1986)-  39 02 50.     (N)    121 28 49.     (W)     SCALED    
 KS0745* NAVD 88     -        22.607  (meters)      74.17   (feet)  ADJUSTED  
 KS0745  ___________________________________________________________________
 KS0745  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 KS0745  DYNAMIC HT  -          22.593 (meters)      74.12  (feet)  COMP
 KS0745  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 KS0745
 KS0745  VERT ORDER  -  FIRST     CLASS II
 KS0745
 KS0745.The horizontal coordinates were scaled from a topographic map and have
 KS0745.an estimated accuracy of +/- 6 seconds.
 KS0745
 KS0745.The orthometric height was determined by differential leveling
 KS0745.and adjusted in June 1991.
 KS0745
 KS0745.The geoid height was determined by GEOID03.
 KS0745
 KS0745.The dynamic height is computed by dividing the NAVD 88
 KS0745.geopotential number by the normal gravity value computed on the
 KS0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0745.degrees latitude (g = 980.6199 gals.).
 KS0745
 KS0745.The modeled gravity was interpolated from observed gravity values.
 KS0745
 KS0745;                    North         East    Units  Estimated Accuracy
 KS0745;SPC CA 2     -   653,380.    2,044,990.      MT  (+/- 180 meters Scaled)
 KS0745
 KS0745                          SUPERSEDED SURVEY CONTROL
 KS0745
 KS0745  NGVD 29 (??/??/??)   21.922  (m)           71.92   (f) ADJUSTED    1 2
 KS0745
 KS0745.Superseded values are not recommended for survey control.
 KS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0745.See file dsdata.txt to determine how the superseded data were derived.
 KS0745
 KS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ315231(NAD 83)
 KS0745_MARKER: DD = SURVEY DISK
 KS0745_SETTING: 0 = UNSPECIFIED SETTING
 KS0745_STAMPING: 71.850 71 BBC 1908
 KS0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0745
 KS0745  HISTORY     - Date     Condition        Report By
 KS0745  HISTORY     - 1908     MONUMENTED       USGS
 KS0745  HISTORY     - 1949     GOOD             NGS
 KS0745  HISTORY     - 19880822 MARK NOT FOUND   NGS
 KS0745  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0745
 KS0745                          STATION DESCRIPTION
 KS0745
 KS0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0745'2.2 MI SE FROM OSTROM.
 KS0745'ABOUT 2-1/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO.
 KS0745'RAILROAD FROM THE STATION AT OSTROM, YUBA COUNTY, 4 FEET
 KS0745'NORTHWEST OF MILEPOST 132, AND EAST OF THE TRACK.
 KS0745
 KS0745                          STATION RECOVERY (1988)
 KS0745
 KS0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0745'MARK NOT FOUND.
 KS0745
 KS0745                          STATION RECOVERY (2004)
 KS0745
 KS0745'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1840 ***********************************************************************
 JT1840  DESIGNATION -  71 D
 JT1840  PID         -  JT1840
 JT1840  STATE/COUNTY-  CA/NAPA
 JT1840  USGS QUAD   -  NAPA (1980)
 JT1840
 JT1840                         *CURRENT SURVEY CONTROL
 JT1840  ___________________________________________________________________
 JT1840* NAD 83(1986)-  38 20 01.     (N)    122 15 17.     (W)     SCALED    
 JT1840* NAVD 88     -        30.55   (+/-2cm)     100.2    (feet)  VERTCON   
 JT1840  ___________________________________________________________________
 JT1840  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JT1840  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1840
 JT1840.The horizontal coordinates were scaled from a topographic map and have
 JT1840.an estimated accuracy of +/- 6 seconds.
 JT1840
 JT1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1840.The vertical order pertains to the NGVD 29 superseded value.
 JT1840
 JT1840.The geoid height was determined by GEOID03.
 JT1840
 JT1840;                    North         East    Units  Estimated Accuracy
 JT1840;SPC CA 2     -   574,070.    1,977,730.      MT  (+/- 180 meters Scaled)
 JT1840
 JT1840                          SUPERSEDED SURVEY CONTROL
 JT1840
 JT1840  NGVD 29 (??/??/92)   29.745  (m)           97.59   (f) ADJ UNCH    1 1
 JT1840
 JT1840.Superseded values are not recommended for survey control.
 JT1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1840.See file dsdata.txt to determine how the superseded data were derived.
 JT1840
 JT1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH651430(NAD 83)
 JT1840_MARKER: DD = SURVEY DISK
 JT1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1840_SP_SET: CONCRETE POST
 JT1840_MARK LOGO: CA2330
 JT1840_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1840+STABILITY: SURFACE MOTION
 JT1840
 JT1840  HISTORY     - Date     Condition        Report By
 JT1840  HISTORY     - 1971     MONUMENTED       CA2330
 JT1840
 JT1840                          STATION DESCRIPTION
 JT1840
 JT1840'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1840'ALONG VICHY AVENUE AT NO. 3225, 10 FT (3.0 M) WEST OF CENTERLINE, A
 JT1840'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1841 ***********************************************************************
 JT1841  DESIGNATION -  71 E
 JT1841  PID         -  JT1841
 JT1841  STATE/COUNTY-  CA/NAPA
 JT1841  USGS QUAD   -  NAPA (1980)
 JT1841
 JT1841                         *CURRENT SURVEY CONTROL
 JT1841  ___________________________________________________________________
 JT1841* NAD 83(1986)-  38 20 11.     (N)    122 15 27.     (W)     SCALED    
 JT1841* NAVD 88     -        29.37   (+/-2cm)      96.4    (feet)  VERTCON   
 JT1841  ___________________________________________________________________
 JT1841  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JT1841  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1841
 JT1841.The horizontal coordinates were scaled from a topographic map and have
 JT1841.an estimated accuracy of +/- 6 seconds.
 JT1841
 JT1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1841.The vertical order pertains to the NGVD 29 superseded value.
 JT1841
 JT1841.The geoid height was determined by GEOID03.
 JT1841
 JT1841;                    North         East    Units  Estimated Accuracy
 JT1841;SPC CA 2     -   574,380.    1,977,490.      MT  (+/- 180 meters Scaled)
 JT1841
 JT1841                          SUPERSEDED SURVEY CONTROL
 JT1841
 JT1841  NGVD 29 (??/??/92)   28.567  (m)           93.72   (f) ADJ UNCH    1 1
 JT1841
 JT1841.Superseded values are not recommended for survey control.
 JT1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1841.See file dsdata.txt to determine how the superseded data were derived.
 JT1841
 JT1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH648434(NAD 83)
 JT1841_MARKER: DD = SURVEY DISK
 JT1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1841_SP_SET: CONCRETE POST
 JT1841_MARK LOGO: CA2330
 JT1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1841+STABILITY: SURFACE MOTION
 JT1841
 JT1841  HISTORY     - Date     Condition        Report By
 JT1841  HISTORY     - 1971     MONUMENTED       CA2330
 JT1841
 JT1841                          STATION DESCRIPTION
 JT1841
 JT1841'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1841'ALONG VICHY AVENUE AT SCHOOL, 10 FT (3.0 M) SOUTHWEST OF CENTERLINE, A
 JT1841'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5828 ***********************************************************************
 EW5828  DESIGNATION -  71 FMK USGS
 EW5828  PID         -  EW5828
 EW5828  STATE/COUNTY-  CA/VENTURA
 EW5828  USGS QUAD   -  VENTURA (1967)
 EW5828
 EW5828                         *CURRENT SURVEY CONTROL
 EW5828  ___________________________________________________________________
 EW5828* NAD 83(1986)-  34 20 13.     (N)    119 17 36.     (W)     SCALED    
 EW5828* NAVD 88     -        59.227  (meters)     194.31   (feet)  ADJUSTED  
 EW5828  ___________________________________________________________________
 EW5828  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 EW5828  DYNAMIC HT  -          59.164 (meters)     194.11  (feet)  COMP
 EW5828  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 EW5828  OBS GRAVITY -     979,586.4   (mgal)                       GRAV_OBS
 EW5828
 EW5828  VERT ORDER  -  FIRST     CLASS I
 EW5828
 EW5828.The horizontal coordinates were scaled from a topographic map and have
 EW5828.an estimated accuracy of +/- 6 seconds.
 EW5828
 EW5828.The orthometric height was determined by differential leveling
 EW5828.and adjusted in June 1991.
 EW5828
 EW5828.The geoid height was determined by GEOID03.
 EW5828
 EW5828.The dynamic height is computed by dividing the NAVD 88
 EW5828.geopotential number by the normal gravity value computed on the
 EW5828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5828.degrees latitude (g = 980.6199 gals.).
 EW5828
 EW5828.The modeled gravity was interpolated from observed gravity values.
 EW5828.The observed gravity was obtained from relative gravimeter ties
 EW5828.to the IGSN71 gravity network.
 EW5828
 EW5828;                    North         East    Units  Estimated Accuracy
 EW5828;SPC CA 5     -   593,600.    1,881,000.      MT  (+/- 180 meters Scaled)
 EW5828
 EW5828                          SUPERSEDED SURVEY CONTROL
 EW5828
 EW5828  NGVD 29 (??/??/92)   58.468  (m)          191.82   (f) ADJ UNCH    1 1
 EW5828
 EW5828.Superseded values are not recommended for survey control.
 EW5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5828.See file dsdata.txt to determine how the superseded data were derived.
 EW5828
 EW5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU890018(NAD 83)
 EW5828_MARKER: DB = BENCH MARK DISK
 EW5828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5828_SP_SET: WALK WAY
 EW5828_STAMPING: 71 FMK 1973
 EW5828
 EW5828  HISTORY     - Date     Condition        Report By
 EW5828  HISTORY     - UNK      MONUMENTED
 EW5828  HISTORY     - 1977     GOOD             NGS
 EW5828  HISTORY     - 1983     GOOD             USGS
 EW5828
 EW5828                          STATION DESCRIPTION
 EW5828
 EW5828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5828'5.25 MI NORTH FROM VENTURA.
 EW5828'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5828'THENCE 4.35 MILES NORTH ALONG VENTURA AVENUE, 0.15 MILE NORTH FROM
 EW5828'THE STATE HIGHWAY 33 OVERPASS, AT BRIDGE 52-54, 22.0 FT. EAST OF THE
 EW5828'CENTER LINE OF THE AVENUE, 1.3 FT. WEST OF A 6-FT. CHAIN LINK FENCE
 EW5828'0.4 FT. EAST OF A METAL GUARD RAIL, IN THE NORTHWEST CORNER OF A 6 BY
 EW5828'4-FT. CONCRETE WALK APPROACH WHICH RESTS ON THE EAST END OF THE SOUTH
 EW5828'ABUTMENT.
 EW5828
 EW5828                          STATION RECOVERY (1983)
 EW5828
 EW5828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1454 ***********************************************************************
 LU1454  DESIGNATION -  71 RS USGS
 LU1454  PID         -  LU1454
 LU1454  STATE/COUNTY-  CA/HUMBOLDT
 LU1454  USGS QUAD   -  DINSMORE (1977)
 LU1454
 LU1454                         *CURRENT SURVEY CONTROL
 LU1454  ___________________________________________________________________
 LU1454* NAD 83(1986)-  40 29 35.     (N)    123 36 21.     (W)     SCALED    
 LU1454* NAVD 88     -       732.77   (+/-2cm)    2404.1    (feet)  VERTCON   
 LU1454  ___________________________________________________________________
 LU1454  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 LU1454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1454
 LU1454.The horizontal coordinates were scaled from a topographic map and have
 LU1454.an estimated accuracy of +/- 6 seconds.
 LU1454
 LU1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1454.The vertical order pertains to the NGVD 29 superseded value.
 LU1454
 LU1454.The geoid height was determined by GEOID03.
 LU1454
 LU1454;                    North         East    Units  Estimated Accuracy
 LU1454;SPC CA 1     -   630,020.    1,863,880.      MT  (+/- 180 meters Scaled)
 LU1454
 LU1454                          SUPERSEDED SURVEY CONTROL
 LU1454
 LU1454  NGVD 29 (??/??/92)  731.781  (m)         2400.85   (f) ADJ UNCH    2 0
 LU1454
 LU1454.Superseded values are not recommended for survey control.
 LU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1454.See file dsdata.txt to determine how the superseded data were derived.
 LU1454
 LU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK486826(NAD 83)
 LU1454_MARKER: DD = SURVEY DISK
 LU1454_SETTING: 66 = SET IN ROCK OUTCROP
 LU1454_SP_SET: ROCK OUTCROP
 LU1454_STAMPING: 2401 71 RS 1932
 LU1454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1454+STABILITY: POSITION/ELEVATION WELL
 LU1454
 LU1454  HISTORY     - Date     Condition        Report By
 LU1454  HISTORY     - 1932     MONUMENTED       USGS
 LU1454  HISTORY     - 1949     GOOD             NGS
 LU1454  HISTORY     - 1973     GOOD
 LU1454
 LU1454                          STATION DESCRIPTION
 LU1454
 LU1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1454'5.6 MI NW FROM MAD RIVER R.S..
 LU1454'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE MAD RIVER
 LU1454'RANGER STATION, 148 YARDS NORTHEAST OF DINNSMORES STORE, ABOUT
 LU1454'58 YARDS NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 LU1454'CORNER OF A LARGE BARN, IN THE TOP OF A ROCK OUTCROP, 48 FEET
 LU1454'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.9 FEET NORTHWEST OF
 LU1454'A FENCE, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE
 LU1454'WHITE PAINTED LETTERS BM.
 LU1454
 LU1454                          STATION RECOVERY (1973)
 LU1454
 LU1454'RECOVERED 1973
 LU1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0939 ***********************************************************************
 HT0939  DESIGNATION -  71+81.03 EBMUD
 HT0939  PID         -  HT0939
 HT0939  STATE/COUNTY-  CA/CONTRA COSTA
 HT0939  USGS QUAD   -  SAN QUENTIN (1995)
 HT0939
 HT0939                         *CURRENT SURVEY CONTROL
 HT0939  ___________________________________________________________________
 HT0939* NAD 83(1986)-  37 56 26.     (N)    122 24 36.     (W)     SCALED    
 HT0939* NAVD 88     -         8.91   (+/-2cm)      29.2    (feet)  VERTCON   
 HT0939  ___________________________________________________________________
 HT0939  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 HT0939  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0939
 HT0939.The horizontal coordinates were scaled from a topographic map and have
 HT0939.an estimated accuracy of +/- 6 seconds.
 HT0939
 HT0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0939.The vertical order pertains to the NGVD 29 superseded value.
 HT0939
 HT0939.The geoid height was determined by GEOID03.
 HT0939
 HT0939;                    North         East    Units  Estimated Accuracy
 HT0939;SPC CA 3     -   661,590.    1,832,130.      MT  (+/- 180 meters Scaled)
 HT0939
 HT0939                          SUPERSEDED SURVEY CONTROL
 HT0939
 HT0939  NGVD 29 (??/??/92)    8.11   (m)           26.6    (f) COMPUTED    1 2
 HT0939
 HT0939.Superseded values are not recommended for survey control.
 HT0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0939.See file dsdata.txt to determine how the superseded data were derived.
 HT0939
 HT0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG518993(NAD 83)
 HT0939_MARKER: P = PIPE CAP
 HT0939_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT0939_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT0939_STAMPING: 71+81.03
 HT0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0939
 HT0939  HISTORY     - Date     Condition        Report By
 HT0939  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0939  HISTORY     - 1956     MARK NOT FOUND   NGS
 HT0939
 HT0939                          STATION DESCRIPTION
 HT0939
 HT0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0939'0.5 MI N FROM POINT RICHMOND.
 HT0939'0.5 MILE NORTH OF THE RICHMOND-SAN RAFAEL FERRY AT POINT
 HT0939'RICHMOND, CONTRA COSTA COUNTY, 55 FEET SOUTH OF A T-ROAD
 HT0939'LEADING EAST, AND AT THE WEST EDGE OF THE OILED PORTION OF A
 HT0939'PRIVATE ROAD TO SAN PABLO.  AN EAST BAY MUNICIPAL UTILITIES
 HT0939'DISTRICT STANDARD DISK, STAMPED 71+81.03 AND SET IN THE TOP OF
 HT0939'A 4-1/2 INCH CONCRETE-FILLED PIPE SET IN CONCRETE FLUSH WITH THE
 HT0939'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2716 ***********************************************************************
 HS2716  DESIGNATION -  71.08 RT USBR
 HS2716  PID         -  HS2716
 HS2716  STATE/COUNTY-  CA/MERCED
 HS2716  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2716
 HS2716                         *CURRENT SURVEY CONTROL
 HS2716  ___________________________________________________________________
 HS2716* NAD 83(1986)-  37 04 32.     (N)    121 00 35.     (W)     SCALED    
 HS2716* NAVD 88     -        70.56   (+/-2cm)     231.5    (feet)  VERTCON   
 HS2716  ___________________________________________________________________
 HS2716  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HS2716  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2716
 HS2716.The horizontal coordinates were scaled from a topographic map and have
 HS2716.an estimated accuracy of +/- 6 seconds.
 HS2716
 HS2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2716.The vertical order pertains to the NGVD 29 superseded value.
 HS2716
 HS2716.The geoid height was determined by GEOID03.
 HS2716
 HS2716;                    North         East    Units  Estimated Accuracy
 HS2716;SPC CA 3     -   564,000.    1,954,670.      MT  (+/- 180 meters Scaled)
 HS2716
 HS2716                          SUPERSEDED SURVEY CONTROL
 HS2716
 HS2716  NGVD 29 (??/??/??)   69.706  (m)          228.69   (f) ADJUSTED    1 1
 HS2716
 HS2716.Superseded values are not recommended for survey control.
 HS2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2716.See file dsdata.txt to determine how the superseded data were derived.
 HS2716
 HS2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG769051(NAD 83)
 HS2716_MARKER: DD = SURVEY DISK
 HS2716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2716_SP_SET: DRAIN INLET HEADWALL
 HS2716_STAMPING: 71.08 RT
 HS2716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2716
 HS2716  HISTORY     - Date     Condition        Report By
 HS2716  HISTORY     - UNK      MONUMENTED       BOR
 HS2716  HISTORY     - 1967     GOOD             NGS
 HS2716
 HS2716                          STATION DESCRIPTION
 HS2716
 HS2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2716'15.6 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS2716'15.65 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS2716'AMIGOS PUMP PLANT, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 HS2716'HEAD WALL OF DRAIN INLET STRUCTURE DI 71.08, 22 FEET SOUTH OF THE
 HS2716'CENTER LINE OF THE SOUTH LEVEE ROAD, AND ABOUT 3 1/2 FEET LOWER
 HS2716'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2118 ***********************************************************************
 JS2118  DESIGNATION -  71.48
 JS2118  PID         -  JS2118
 JS2118  STATE/COUNTY-  CA/SOLANO
 JS2118  USGS QUAD   -  ELMIRA (1980)
 JS2118
 JS2118                         *CURRENT SURVEY CONTROL
 JS2118  ___________________________________________________________________
 JS2118* NAD 83(1986)-  38 16 19.     (N)    121 56 35.     (W)     SCALED    
 JS2118* NAVD 88     -        22.49   (+/-2cm)      73.8    (feet)  VERTCON   
 JS2118  ___________________________________________________________________
 JS2118  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JS2118  VERT ORDER  -  THIRD (See Below)
 JS2118
 JS2118.The horizontal coordinates were scaled from a topographic map and have
 JS2118.an estimated accuracy of +/- 6 seconds.
 JS2118
 JS2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2118.The vertical order pertains to the NGVD 29 superseded value.
 JS2118
 JS2118.The geoid height was determined by GEOID03.
 JS2118
 JS2118;                    North         East    Units  Estimated Accuracy
 JS2118;SPC CA 2     -   567,190.    2,004,980.      MT  (+/- 180 meters Scaled)
 JS2118
 JS2118                          SUPERSEDED SURVEY CONTROL
 JS2118
 JS2118  NGVD 29 (??/??/??)   21.71   (m)           71.2    (f) RESET       3  
 JS2118
 JS2118.Superseded values are not recommended for survey control.
 JS2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2118.See file dsdata.txt to determine how the superseded data were derived.
 JS2118
 JS2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH924365(NAD 83)
 JS2118_MARKER: P = PIPE CAP
 JS2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS2118_STAMPING: 71.48 233 4644 43
 JS2118_MARK LOGO: BOR   
 JS2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS2118+STABILITY: SURFACE MOTION
 JS2118
 JS2118  HISTORY     - Date     Condition        Report By
 JS2118  HISTORY     - 1943     MONUMENTED       BPR
 JS2118  HISTORY     - 1958     GOOD             CGS
 JS2118  HISTORY     - 1963     MARK NOT FOUND   CGS
 JS2118
 JS2118                          STATION DESCRIPTION
 JS2118
 JS2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JS2118'5.6 MI E FROM FAIRFIELD.
 JS2118'AT THE OLD FAIRFIELD-SUISUN ARMY AIR BASE, ABOUT 400 FEET NORTHWEST
 JS2118'OF THE OLD ORIGINAL HEADQUARTERS BUILDING, 278 FEET WEST OF
 JS2118'THE CENTERLINE OF BROADWAY, 65 FEET NORTHWEST OF THE NORTHWEST
 JS2118'CORNER OF THE U.S. ENGINEERS BUILDING, 28 FEET SOUTH OF THE
 JS2118'CENTERLINE OF A PAVED COUNTRY ROAD PARALLELING THE BOUNDARY
 JS2118'FENCE, 1.6 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 JS2118'SOUTH OF THE BOUNDARY FENCE.
 JS2118'STAMPED---71.48 233 4644 43---, AND RIVETED
 JS2118'ON THE TOP OF A 2-INCH IRON PIPE ENCASED IN A CONCRETE POST AND
 JS2118'EXTENDING ABOUT 1 FOOT ABOVE GROUND.
 JS2118
 JS2118                          STATION RECOVERY (1963)
 JS2118
 JS2118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JS2118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3351 ***********************************************************************
 HS3351  DESIGNATION -  71.631 B
 HS3351  PID         -  HS3351
 HS3351  STATE/COUNTY-  CA/ALAMEDA
 HS3351  USGS QUAD   -  NILES (1980)
 HS3351
 HS3351                         *CURRENT SURVEY CONTROL
 HS3351  ___________________________________________________________________
 HS3351* NAD 83(1986)-  37 31 59.     (N)    121 57 16.     (W)     SCALED    
 HS3351* NAVD 88     -        22.63   (+/-2cm)      74.2    (feet)  VERTCON   
 HS3351  ___________________________________________________________________
 HS3351  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 HS3351  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3351
 HS3351.The horizontal coordinates were scaled from a topographic map and have
 HS3351.an estimated accuracy of +/- 6 seconds.
 HS3351
 HS3351.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3351.The vertical order pertains to the NGVD 29 superseded value.
 HS3351
 HS3351.The geoid height was determined by GEOID03.
 HS3351
 HS3351;                    North         East    Units  Estimated Accuracy
 HS3351;SPC CA 3     -   615,650.    1,871,460.      MT  (+/- 180 meters Scaled)
 HS3351
 HS3351                          SUPERSEDED SURVEY CONTROL
 HS3351
 HS3351  NGVD 29 (??/??/92)   21.797  (m)           71.51   (f) ADJ UNCH    1 2
 HS3351
 HS3351.Superseded values are not recommended for survey control.
 HS3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3351.See file dsdata.txt to determine how the superseded data were derived.
 HS3351
 HS3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG923545(NAD 83)
 HS3351_MARKER: P = PIPE CAP
 HS3351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3351_STAMPING: 71.631 B
 HS3351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3351
 HS3351  HISTORY     - Date     Condition        Report By
 HS3351  HISTORY     - UNK      MONUMENTED       USGS
 HS3351  HISTORY     - 1967     GOOD             NGS
 HS3351  HISTORY     - 19881031 MARK NOT FOUND   NGS
 HS3351
 HS3351                          STATION DESCRIPTION
 HS3351
 HS3351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS3351'AT IRVINGTON.
 HS3351'ALONG THE SOUTHERN PACIFIC COMPANY RIALROAD, AT THE CROSSING OF
 HS3351'WASHINGTON BOULEVARD, 25.7 FEET WEST OF THE WEST RAIL OF THE MAIN
 HS3351'TRACK, 44 1/2 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD,
 HS3351'101.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FORMER
 HS3351'RAILROAD STATION, 3.2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HS3351'NORTH ONE OF THREE METAL BOXES, 0.7 FEET SOUTH OF A WITNESS POST,
 HS3351'ABOUT 1 1/2 FEET HIGHER THAN THE TRACK, AND RIVETED ON THE TOP
 HS3351'OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND.
 HS3351
 HS3351                          STATION RECOVERY (1988)
 HS3351
 HS3351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS3351'THERE HAS BEEN GRADING AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1969 ***********************************************************************
 HS1969  DESIGNATION -  71.84 LT USBR
 HS1969  PID         -  HS1969
 HS1969  STATE/COUNTY-  CA/MERCED
 HS1969  USGS QUAD   -  VOLTA (1971)
 HS1969
 HS1969                         *CURRENT SURVEY CONTROL
 HS1969  ___________________________________________________________________
 HS1969* NAD 83(1986)-  37 04 20.     (N)    120 59 54.     (W)     SCALED    
 HS1969* NAVD 88     -        72.77   (+/-2cm)     238.7    (feet)  VERTCON   
 HS1969  ___________________________________________________________________
 HS1969  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HS1969  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1969
 HS1969.The horizontal coordinates were scaled from a topographic map and have
 HS1969.an estimated accuracy of +/- 6 seconds.
 HS1969
 HS1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1969.The vertical order pertains to the NGVD 29 superseded value.
 HS1969
 HS1969.The geoid height was determined by GEOID03.
 HS1969
 HS1969;                    North         East    Units  Estimated Accuracy
 HS1969;SPC CA 3     -   563,620.    1,955,690.      MT  (+/- 180 meters Scaled)
 HS1969
 HS1969                          SUPERSEDED SURVEY CONTROL
 HS1969
 HS1969  NGVD 29 (??/??/??)   71.914  (m)          235.94   (f) ADJUSTED    1 1
 HS1969
 HS1969.Superseded values are not recommended for survey control.
 HS1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1969.See file dsdata.txt to determine how the superseded data were derived.
 HS1969
 HS1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG779047(NAD 83)
 HS1969_MARKER: DD = SURVEY DISK
 HS1969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1969_SP_SET: BRIDGE
 HS1969_STAMPING: 71.84 LT
 HS1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1969
 HS1969  HISTORY     - Date     Condition        Report By
 HS1969  HISTORY     - UNK      MONUMENTED       BOR
 HS1969  HISTORY     - 1967     GOOD             NGS
 HS1969
 HS1969                          STATION DESCRIPTION
 HS1969
 HS1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1969'14.9 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1969'14.9 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS1969'AMIGOS PUMP PLANT, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH
 HS1969'END OF THE NORTHWEST CONCRETE WING WALL OF COUNTY ROAD 417
 HS1969'BRIDGE OVER THE AQUEDUCT, 15 FEET WEST OF THE CENTER LINE OF
 HS1969'THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2760 ***********************************************************************
 EV2760  DESIGNATION -  710
 EV2760  PID         -  EV2760
 EV2760  STATE/COUNTY-  CA/LOS ANGELES
 EV2760  USGS QUAD   -  SAN DIMAS (1981)
 EV2760
 EV2760                         *CURRENT SURVEY CONTROL
 EV2760  ___________________________________________________________________
 EV2760* NAD 83(1986)-  34 05 57.     (N)    117 51 18.     (W)     SCALED    
 EV2760* NAVD 88     -       217.21   (+/-2cm)     712.6    (feet)  VERTCON   
 EV2760  ___________________________________________________________________
 EV2760  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 EV2760  VERT ORDER  -  THIRD (See Below)
 EV2760
 EV2760.The horizontal coordinates were scaled from a topographic map and have
 EV2760.an estimated accuracy of +/- 6 seconds.
 EV2760
 EV2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2760.The vertical order pertains to the NGVD 29 superseded value.
 EV2760
 EV2760.The geoid height was determined by GEOID03.
 EV2760
 EV2760;                    North         East    Units  Estimated Accuracy
 EV2760;SPC CA 5     -   566,470.    2,013,380.      MT  (+/- 180 meters Scaled)
 EV2760
 EV2760                          SUPERSEDED SURVEY CONTROL
 EV2760
 EV2760  NGVD 29 (??/??/??)  216.44   (m)          710.1    (f) RESET       3  
 EV2760
 EV2760.Superseded values are not recommended for survey control.
 EV2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2760.See file dsdata.txt to determine how the superseded data were derived.
 EV2760
 EV2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT211734(NAD 83)
 EV2760_MARKER: Q = CHISELED SQUARE
 EV2760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2760_SP_SET: CURB
 EV2760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2760
 EV2760  HISTORY     - Date     Condition        Report By
 EV2760  HISTORY     - UNK      MONUMENTED       USGS
 EV2760  HISTORY     - 1961     GOOD             NGS
 EV2760  HISTORY     - 1968     MARK NOT FOUND   NGS
 EV2760
 EV2760                          STATION DESCRIPTION
 EV2760
 EV2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2760'AT COVINA.
 EV2760'AT COVINA, AT THE NORTHEAST CORNER OF THE INTERSECTION OF BONNIE
 EV2760'COVE AVENUE AND COVINA BOULEVARD, AT THE CENTER OF THE ARC OF
 EV2760'THE CURB, 14.3 FEET WEST OF B.M. S 58 (USGS), 23.3 FEET NORTH
 EV2760'OF THE CENTER LINE OF THE BOULEVARD, 25.2 FEET EAST OF THE
 EV2760'CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 EV2760'AVENUE.
 EV2760
 EV2760                          STATION RECOVERY (1968)
 EV2760
 EV2760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EV2760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0739 ***********************************************************************
 KT0739  DESIGNATION -  710 USGS
 KT0739  PID         -  KT0739
 KT0739  STATE/COUNTY-  CA/GLENN
 KT0739  USGS QUAD   -  ELK CREEK (1968)
 KT0739
 KT0739                         *CURRENT SURVEY CONTROL
 KT0739  ___________________________________________________________________
 KT0739* NAD 83(1986)-  39 37 24.     (N)    122 31 35.     (W)     SCALED    
 KT0739* NAVD 88     -       217.47   (+/-2cm)     713.5    (feet)  VERTCON   
 KT0739  ___________________________________________________________________
 KT0739  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 KT0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0739
 KT0739.The horizontal coordinates were scaled from a topographic map and have
 KT0739.an estimated accuracy of +/- 6 seconds.
 KT0739
 KT0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0739.The vertical order pertains to the NGVD 29 superseded value.
 KT0739
 KT0739.The geoid height was determined by GEOID03.
 KT0739
 KT0739;                    North         East    Units  Estimated Accuracy
 KT0739;SPC CA 2     -   717,340.    1,954,810.      MT  (+/- 180 meters Scaled)
 KT0739
 KT0739                          SUPERSEDED SURVEY CONTROL
 KT0739
 KT0739  NGVD 29 (??/??/92)  216.64   (m)          710.8    (f) COMPUTED    2 0
 KT0739
 KT0739.Superseded values are not recommended for survey control.
 KT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0739.See file dsdata.txt to determine how the superseded data were derived.
 KT0739
 KT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ406860(NAD 83)
 KT0739_MARKER: Q = CHISELED SQUARE
 KT0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0739_SP_SET: BRIDGE
 KT0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0739
 KT0739  HISTORY     - Date     Condition        Report By
 KT0739  HISTORY     - UNK      MONUMENTED       USGS
 KT0739  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0739
 KT0739                          STATION DESCRIPTION
 KT0739
 KT0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0739'1.5 MI N FROM ELK CREEK.
 KT0739'1.5 MILES NORTH ALONG THE PASKENTA ROAD FROM ELK CREEK, GLENN
 KT0739'COUNTY, AT A CONCRETE BRIDGE, AND ON THE TOP OF THE NORTH END
 KT0739'OF THE EAST HEADWALL, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1145 ***********************************************************************
 DC1145  DESIGNATION -  710.13 USMC
 DC1145  PID         -  DC1145
 DC1145  STATE/COUNTY-  CA/SAN DIEGO
 DC1145  USGS QUAD   -  POWAY (1975)
 DC1145
 DC1145                         *CURRENT SURVEY CONTROL
 DC1145  ___________________________________________________________________
 DC1145* NAD 83(1986)-  32 54 41.     (N)    117 04 25.     (W)     SCALED    
 DC1145* NAVD 88     -       217.11   (+/-2cm)     712.3    (feet)  VERTCON   
 DC1145  ___________________________________________________________________
 DC1145  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DC1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1145
 DC1145.The horizontal coordinates were scaled from a topographic map and have
 DC1145.an estimated accuracy of +/- 6 seconds.
 DC1145
 DC1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1145.The vertical order pertains to the NGVD 29 superseded value.
 DC1145
 DC1145.The geoid height was determined by GEOID03.
 DC1145
 DC1145;                    North         East    Units  Estimated Accuracy
 DC1145;SPC CA 6     -   582,900.    1,922,960.      MT  (+/- 180 meters Scaled)
 DC1145
 DC1145                          SUPERSEDED SURVEY CONTROL
 DC1145
 DC1145  NGVD 29 (??/??/??)  216.455  (m)          710.15   (f) ADJUSTED    2 0
 DC1145
 DC1145.Superseded values are not recommended for survey control.
 DC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1145.See file dsdata.txt to determine how the superseded data were derived.
 DC1145
 DC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS931414(NAD 83)
 DC1145_MARKER: O = CHISELED CIRCLE
 DC1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1145_SP_SET: CULVERT
 DC1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1145
 DC1145  HISTORY     - Date     Condition        Report By
 DC1145  HISTORY     - UNK      MONUMENTED       DOD
 DC1145  HISTORY     - 1955     GOOD             NGS
 DC1145
 DC1145                          STATION DESCRIPTION
 DC1145
 DC1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1145'3 MI S FROM POWAY PARK GROVE.
 DC1145'3.0 MILES SOUTH ALONG POMERADO ROAD (OLD U.S. HIGHWAY 395) FROM
 DC1145'BIGSTONE LODGE AT POWAY PARK GROVE, 0.9 MILE SOUTHWEST OF A
 DC1145'SUMMIT, AT A 24-INCH CORRUGATED METAL PIPE CULVERT, IN THE TOP
 DC1145'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 20.0
 DC1145'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 DC1145'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS1342 ***********************************************************************
 KS1342  DESIGNATION -  7109
 KS1342  PID         -  KS1342
 KS1342  STATE/COUNTY-  CA/PLUMAS
 KS1342  USGS QUAD   -  QUINCY (1994)
 KS1342
 KS1342                         *CURRENT SURVEY CONTROL
 KS1342  ___________________________________________________________________
 KS1342* NAD 83(1986)-  39 58 30.     (N)    120 56 45.     (W)     SCALED    
 KS1342* NAVD 88     -      1130.780  (meters)    3709.90   (feet)  ADJUSTED  
 KS1342  ___________________________________________________________________
 KS1342  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KS1342  DYNAMIC HT  -        1129.889 (meters)    3706.98  (feet)  COMP
 KS1342  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 KS1342
 KS1342  VERT ORDER  -  SECOND    CLASS I
 KS1342
 KS1342.The horizontal coordinates were scaled from a topographic map and have
 KS1342.an estimated accuracy of +/- 6 seconds.
 KS1342
 KS1342.The orthometric height was determined by differential leveling
 KS1342.and adjusted in July 2002.
 KS1342
 KS1342.The geoid height was determined by GEOID03.
 KS1342
 KS1342.The dynamic height is computed by dividing the NAVD 88
 KS1342.geopotential number by the normal gravity value computed on the
 KS1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS1342.degrees latitude (g = 980.6199 gals.).
 KS1342
 KS1342.The modeled gravity was interpolated from observed gravity values.
 KS1342
 KS1342;                    North         East    Units  Estimated Accuracy
 KS1342;SPC CA 1     -   571,790.    2,090,050.      MT  (+/- 180 meters Scaled)
 KS1342
 KS1342                          SUPERSEDED SURVEY CONTROL
 KS1342
 KS1342.No superseded survey control is available for this station.
 KS1342
 KS1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK754270(NAD 83)
 KS1342_MARKER: DD = SURVEY DISK
 KS1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS1342_SP_SET: CONCRETE POST
 KS1342_STAMPING: 7109 1981
 KS1342_MARK LOGO: NASA  
 KS1342_PROJECTION: FLUSH
 KS1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 KS1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS1342+STABILITY: SURFACE MOTION
 KS1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS1342+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 KS1342
 KS1342  HISTORY     - Date     Condition        Report By
 KS1342  HISTORY     - 1981     MONUMENTED       NASA
 KS1342  HISTORY     - 1982     GOOD             NGS
 KS1342  HISTORY     - 19980402 GOOD             NGS
 KS1342
 KS1342                          STATION DESCRIPTION
 KS1342
 KS1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KS1342'5.1 KM (3.2 MI) NORTH FROM QUINCY.
 KS1342'FROM THE POST OFFICE IN QUINCY, GO WESTERLY ON STATE HIGHWAYS 70 AND
 KS1342'89 FOR 0.6 KM (0.35 MI) TO A T-JUNCTION.  BEAR RIGHT AND FOLLOW STATE
 KS1342'HIGHWAYS 70 AND 89 NORTHERLY FOR 5.2 KM (3.25 MI) TO A PAVED ROAD LEFT
 KS1342'AT A SIGN, FOREST SERVICE HELIPORT.  TURN LEFT AND GO WESTERLY,
 KS1342'UPHILL, ON A NARROW PAVED ROAD FOR 0.2 KM (0.1 MI) TO A PIPE GATE,
 KS1342'CONTINUE THROUGH GATE FOR 0.2 KM (0.1 MI) TO THE HELIPORT ON THE LEFT
 KS1342'AND A SMALL METAL BUILDING STRAIGHT AHEAD.  CONTINUE ON PAVED ROAD
 KS1342'PASSING TO RIGHT OF THE METAL BUILDING AND A TRAVEL TRAILER, UPHILL,
 KS1342'FOR 0.5 KM (0.3 MI) TO THE MARK INSIDE A FENCED ENCLOSURE.  IT IS
 KS1342'19.17 METERS (62.9 FT) SOUTHWEST FROM THE NORTHEAST FENCE CORNER,
 KS1342'16.37 METERS (53.7 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST FENCE
 KS1342'CORNER, 5.39 METERS (17.7 FT) SOUTH-SOUTHWEST FROM THE WIRE FENCE AND
 KS1342'1.22 METERS (4.0 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF A CONCRETE
 KS1342'PAD.
 KS1342
 KS1342                          STATION RECOVERY (1998)
 KS1342
 KS1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 KS1342'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 70 AND 89 FROM THE
 KS1342'COURTHOUSE IN QUINCY, THENCE 0.6 KM (0.35 MI) WESTERLY THROUGH A
 KS1342'FOREST SERVICE PARKING AREA AND THEN SOUTHERLY ALONG A PAVED ROAD TO 2
 KS1342'HELICOPTER PADS, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG A PAVED ROAD,
 KS1342'21.6 M (70.9 FT) NORTH OF NCMN 1, 14.6 M (47.9 FT) EAST OF THE WEST
 KS1342'FENCE ENCLOSING THE CORS SITE, 13.4 M (44.0 FT) WEST OF NCMN 3, 5.1 M
 KS1342'(16.7 FT) SOUTH OF THE NORTH FENCE, AND THE MONUMENT IS FLUSH WITH AND
 KS1342'SURROUNDED BY ASPHALT.  NOTE--TO OBTAIN ENTRANCE TO THE SITE, CONTACT
 KS1342'PEGGY LUTES, OR MIKE HALL AT THE MOUNT HOUGH RANGER OFFICE, TELEPHONE
 KS1342'NUMBER (530) 283-0555.  A KEY IS NEEDED TO ACCESS THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0983 ***********************************************************************
 HT0983  DESIGNATION -  711.61 UC
 HT0983  PID         -  HT0983
 HT0983  STATE/COUNTY-  CA/ALAMEDA
 HT0983  USGS QUAD   -  RICHMOND (1993)
 HT0983
 HT0983                         *CURRENT SURVEY CONTROL
 HT0983  ___________________________________________________________________
 HT0983* NAD 83(1986)-  37 52 38.     (N)    122 15 08.     (W)     SCALED    
 HT0983* NAVD 88     -       218.97   (+/-2cm)     718.4    (feet)  VERTCON   
 HT0983  ___________________________________________________________________
 HT0983  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HT0983  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0983
 HT0983.The horizontal coordinates were scaled from a topographic map and have
 HT0983.an estimated accuracy of +/- 6 seconds.
 HT0983
 HT0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0983.The vertical order pertains to the NGVD 29 superseded value.
 HT0983
 HT0983.The geoid height was determined by GEOID03.
 HT0983
 HT0983;                    North         East    Units  Estimated Accuracy
 HT0983;SPC CA 3     -   654,290.    1,845,860.      MT  (+/- 180 meters Scaled)
 HT0983
 HT0983                          SUPERSEDED SURVEY CONTROL
 HT0983
 HT0983  NGVD 29 (??/??/92)  218.114  (m)          715.60   (f) ADJ UNCH    1 2
 HT0983
 HT0983.Superseded values are not recommended for survey control.
 HT0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0983.See file dsdata.txt to determine how the superseded data were derived.
 HT0983
 HT0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG657924(NAD 83)
 HT0983_MARKER: DD = SURVEY DISK
 HT0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0983_STAMPING: UCBM ELEV 711.61
 HT0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0983+STABILITY: SURFACE MOTION
 HT0983
 HT0983  HISTORY     - Date     Condition        Report By
 HT0983  HISTORY     - UNK      MONUMENTED       UC
 HT0983  HISTORY     - 1962     GOOD             NGS
 HT0983  HISTORY     - 1965     GOOD             NGS
 HT0983
 HT0983                          STATION DESCRIPTION
 HT0983
 HT0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT0983'AT BERKELEY.
 HT0983'AT THE HILL AREA OF LAWRENCE RADIATION LABORATORY OF THE UNIVERSITY
 HT0983'OF CALIFORNIA, 15 FEET SOUTHWEST OF THE CENTER LINE OF CYCLOTRON
 HT0983'ROAD, 8 FEET SOUTHEAST OF A LAMP POST, 2 FEET SOUTHWEST OF THE
 HT0983'SOUTHWEST EDGE OF THE SIDE WALK, 2 FEET HIGHER THAN THE ROAD AND
 HT0983'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 HT0983
 HT0983                          STATION RECOVERY (1965)
 HT0983
 HT0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HT0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GS0817 ***********************************************************************
 GS0817  DESIGNATION -  7114 VA
 GS0817  PID         -  GS0817
 GS0817  STATE/COUNTY-  CA/INYO
 GS0817  USGS QUAD   -  LOUISIANA BUTTE (1982)
 GS0817
 GS0817                         *CURRENT SURVEY CONTROL
 GS0817  ___________________________________________________________________
 GS0817* NAD 83(1992)-  36 01 28.50618(N)    117 33 02.43161(W)     ADJUSTED  
 GS0817* NAVD 88     -      2168.     (meters)    7113.     (feet)  SCALED    
 GS0817  ___________________________________________________________________
 GS0817  EPOCH DATE  -        1991.35
 GS0817  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GS0817  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 GS0817  HORZ ORDER  -  SECOND
 GS0817
 GS0817.The horizontal coordinates were established by classical geodetic methods
 GS0817.and adjusted by the National Geodetic Survey in March 1994.
 GS0817.The horizontal coordinates are valid at the epoch date displayed above.
 GS0817.The epoch date for horizontal control is a decimal equivalence
 GS0817.of Year/Month/Day.
 GS0817
 GS0817.The orthometric height was scaled from a topographic map.
 GS0817
 GS0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0817
 GS0817.The geoid height was determined by GEOID03.
 GS0817
 GS0817;                    North         East     Units Scale Factor Converg.
 GS0817;SPC CA 4     -   577,688.484 2,130,630.321   MT  0.99999544   +0 51 52.7
 GS0817;SPC CA 4     - 1,895,299.63  6,990,242.98   sFT  0.99999544   +0 51 52.7
 GS0817;UTM  11      - 3,986,815.532   450,384.103   MT  0.99963033   -0 19 26.0
 GS0817
 GS0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0817!SPC CA 4     -   0.99966433  x   0.99999544  =   0.99965977
 GS0817!UTM  11      -   0.99966433  x   0.99963033  =   0.99929479
 GS0817
 GS0817                          SUPERSEDED SURVEY CONTROL
 GS0817
 GS0817  NAD 83(1986)-  36 01 28.50711(N)    117 33 02.42105(W) AD(1984.00) 2
 GS0817  NAD 27      -  36 01 28.70100(N)    117 32 59.19200(W) AD(       ) 2
 GS0817
 GS0817.Superseded values are not recommended for survey control.
 GS0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0817.See file dsdata.txt to determine how the superseded data were derived.
 GS0817
 GS0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV5038486816(NAD 83)
 GS0817
 GS0817  HISTORY     - Date     Condition        Report By
 GS0817  HISTORY     - 1948     MONUMENTED       CGS
 GS0817
 GS0817                          STATION DESCRIPTION
 GS0817
 GS0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 GS0817'SEE STATION DIVIDE
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6357 ***********************************************************************
 EW6357  DESIGNATION -  712
 EW6357  PID         -  EW6357
 EW6357  STATE/COUNTY-  CA/VENTURA
 EW6357  USGS QUAD   -  POINT MUGU (1967)
 EW6357
 EW6357                         *CURRENT SURVEY CONTROL
 EW6357  ___________________________________________________________________
 EW6357* NAD 83(1986)-  34 05 08.     (N)    119 02 51.     (W)     SCALED    
 EW6357* NAVD 88     -        11.062  (meters)      36.29   (feet)  READJUSTED
 EW6357  ___________________________________________________________________
 EW6357  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 EW6357  DYNAMIC HT  -          11.050 (meters)      36.25  (feet)  COMP
 EW6357  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 EW6357
 EW6357  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW6357
 EW6357.The horizontal coordinates were scaled from a topographic map and have
 EW6357.an estimated accuracy of +/- 6 seconds.
 EW6357
 EW6357.The orthometric height was determined by differential leveling
 EW6357.and adjusted in February 1993.
 EW6357.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW6357.distribution rate of 1.1 thru 2.0 mm/km.
 EW6357.The height was derived from older observations constrained to new
 EW6357.heights in a crustal motion area.  The height is approximate in
 EW6357.relation to other heights in its vicinity.
 EW6357
 EW6357.The geoid height was determined by GEOID03.
 EW6357
 EW6357.The dynamic height is computed by dividing the NAVD 88
 EW6357.geopotential number by the normal gravity value computed on the
 EW6357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6357.degrees latitude (g = 980.6199 gals.).
 EW6357
 EW6357.The modeled gravity was interpolated from observed gravity values.
 EW6357
 EW6357;                    North         East    Units  Estimated Accuracy
 EW6357;SPC CA 5     -   565,460.    1,903,330.      MT  (+/- 180 meters Scaled)
 EW6357
 EW6357                          SUPERSEDED SURVEY CONTROL
 EW6357
 EW6357  NGVD 29 (??/??/92)   10.292  (m)           33.77   (f) ADJ UNCH    1 1
 EW6357
 EW6357.Superseded values are not recommended for survey control.
 EW6357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6357.See file dsdata.txt to determine how the superseded data were derived.
 EW6357
 EW6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT110735(NAD 83)
 EW6357_MARKER: DD = SURVEY DISK
 EW6357_SETTING: 0 = UNSPECIFIED SETTING
 EW6357_STAMPING: B.M.-712
 EW6357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6357
 EW6357  HISTORY     - Date     Condition        Report By
 EW6357  HISTORY     - 1965     MONUMENTED       CA-111
 EW6357  HISTORY     - 1977     GOOD             NGS
 EW6357  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW6357
 EW6357                          STATION DESCRIPTION
 EW6357
 EW6357'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965
 EW6357'IN OXNARD.
 EW6357'3.4 MILES SOUTHERLY ALONG HIGHWAY 1 FROM THE INTERSECTION OF HIGHWAY 1
 EW6357'AND LAS POSAS ROAD. ON THE EASTERLY END OF A 10 INCH X 7 FT 6-INCH
 EW6357'CONCRETE HEADWALL AND ON THE NORTHERLY SIDE OF THE HIGHWAY AND AT MIL-
 EW6357'EAGE MARKER 1 VEN 6.80. A STATE OF CALIGORNIA MONUMENT STAMPED B.M.-
 EW6357'712.
 EW6357
 EW6357                          STATION RECOVERY (1977)
 EW6357
 EW6357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6357'10.95 MILES SOUTHEAST ALONG CALIFORNIA HIGHWAY 1 FROM THE JUNCTION
 EW6357'OF WOOLEY ROAD AND SAVIERS ROAD AT OXNARD, AT MILE MARKER 1 VEN 6.80,
 EW6357'IN TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A CULVERT
 EW6357'UNDER THE HIGHWAY, 30 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY.
 EW6357
 EW6357                          STATION RECOVERY (1989)
 EW6357
 EW6357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6357'THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0227 ***********************************************************************
 KS0227  DESIGNATION -  7124.3
 KS0227  PID         -  KS0227
 KS0227  STATE/COUNTY-  CA/PLACER
 KS0227  USGS QUAD   -  ROYAL GORGE (1979)
 KS0227
 KS0227                         *CURRENT SURVEY CONTROL
 KS0227  ___________________________________________________________________
 KS0227* NAD 83(1986)-  39 11 38.     (N)    120 25 52.     (W)     SCALED    
 KS0227* NAVD 88     -      2172.56   (+/-2cm)    7127.8    (feet)  VERTCON   
 KS0227  ___________________________________________________________________
 KS0227  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 KS0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0227
 KS0227.The horizontal coordinates were scaled from a topographic map and have
 KS0227.an estimated accuracy of +/- 6 seconds.
 KS0227
 KS0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0227.The vertical order pertains to the NGVD 29 superseded value.
 KS0227
 KS0227.The geoid height was determined by GEOID03.
 KS0227
 KS0227;                    North         East    Units  Estimated Accuracy
 KS0227;SPC CA 2     -   670,700.    2,135,520.      MT  (+/- 180 meters Scaled)
 KS0227
 KS0227                          SUPERSEDED SURVEY CONTROL
 KS0227
 KS0227  NGVD 29 (??/??/??) 2171.443  (m)         7124.14   (f) ADJUSTED    2 0
 KS0227
 KS0227.Superseded values are not recommended for survey control.
 KS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0227.See file dsdata.txt to determine how the superseded data were derived.
 KS0227
 KS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ218414(NAD 83)
 KS0227_MARKER: N = NAIL
 KS0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0227_SP_SET: TREE
 KS0227_MARK LOGO: USGS  
 KS0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0227
 KS0227  HISTORY     - Date     Condition        Report By
 KS0227  HISTORY     - UNK      MONUMENTED       USGS
 KS0227  HISTORY     - 1952     GOOD             CGS
 KS0227
 KS0227                          STATION DESCRIPTION
 KS0227
 KS0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0227'19.1 MI S FROM SODA SPRINGS.
 KS0227'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0227'SODA SPRINGS, THENCE 18.85 MILES SOUTH ALONG THE SODA
 KS0227'SPRINGS-FRENCH MEADOWS ROAD, IN A SADDLE OF A MOUNTAIN, IN THE
 KS0227'ROOT OF THE BASE OF A FIR TREE, AT A JUNCTION OF A TRACK ROAD
 KS0227'LEADING NORTHWEST, 29 1/2 FEET WEST OF THE CENTER LINE OF THE
 KS0227'MAIN ROAD, 23 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK
 KS0227'ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED BY A WHITE PAINTED
 KS0227'BOARD WITH THE LETTERS AND NUMBERS USBM 7124.3 ON IT, AND NAILED
 KS0227'TO A TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0229 ***********************************************************************
 KS0229  DESIGNATION -  7126.285
 KS0229  PID         -  KS0229
 KS0229  STATE/COUNTY-  CA/PLACER
 KS0229  USGS QUAD   -  ROYAL GORGE (1979)
 KS0229
 KS0229                         *CURRENT SURVEY CONTROL
 KS0229  ___________________________________________________________________
 KS0229* NAD 83(1986)-  39 11 12.     (N)    120 26 03.     (W)     SCALED    
 KS0229* NAVD 88     -      2173.16   (+/-2cm)    7129.8    (feet)  VERTCON   
 KS0229  ___________________________________________________________________
 KS0229  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KS0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0229
 KS0229.The horizontal coordinates were scaled from a topographic map and have
 KS0229.an estimated accuracy of +/- 6 seconds.
 KS0229
 KS0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0229.The vertical order pertains to the NGVD 29 superseded value.
 KS0229
 KS0229.The geoid height was determined by GEOID03.
 KS0229
 KS0229;                    North         East    Units  Estimated Accuracy
 KS0229;SPC CA 2     -   669,890.    2,135,270.      MT  (+/- 180 meters Scaled)
 KS0229
 KS0229                          SUPERSEDED SURVEY CONTROL
 KS0229
 KS0229  NGVD 29 (??/??/??) 2172.043  (m)         7126.11   (f) ADJUSTED    2 0
 KS0229
 KS0229.Superseded values are not recommended for survey control.
 KS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0229.See file dsdata.txt to determine how the superseded data were derived.
 KS0229
 KS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ216406(NAD 83)
 KS0229_MARKER: DD = SURVEY DISK
 KS0229_SETTING: 80 = SET IN A BOULDER
 KS0229_MARK LOGO: USGS  
 KS0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0229+STABILITY: SURFACE MOTION
 KS0229
 KS0229  HISTORY     - Date     Condition        Report By
 KS0229  HISTORY     - UNK      MONUMENTED       USGS
 KS0229  HISTORY     - 1952     GOOD             CGS
 KS0229
 KS0229                          STATION DESCRIPTION
 KS0229
 KS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0229'19.7 MI SW FROM SODA SPRINGS.
 KS0229'0.25 MILE EAST ALONG U.S .HIGHWAY 40 FROM THE POST OFFICE AT
 KS0229'SODA SPRINGS, THENCE 19.45 MILES SOUTHWEST ALONG THE SODA
 KS0229'SPRINGS-FRENCE MEADOWS ROAD, AT A JUNCTION OF THE FOREST HILLS
 KS0229'ROAD, 69 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD TO SODA
 KS0229'SPRINGS, 60.0 FEET NORTHEAST OF THE JUNCTION OF THE ROAD TO
 KS0229'FOREST HILL, 42.0 FEET NORTH OF THE CENTER LINE OF THE ROAD TO
 KS0229'FRENCH MEADOWS, ABOUT 6 1/2 FEET HIGHER THAN THE LEVEL OF THE
 KS0229'FRENCH MEADOWS ROAD, IN THE TOP OF A GRANITE BOULDER PROJECTING
 KS0229'3.0 FEET ABOVE THE SURFACE OF THE GROUND, AND MARKED WITH THE
 KS0229'WHITE PAINTED LETTERS B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0228 ***********************************************************************
 KS0228  DESIGNATION -  7126.285 RM
 KS0228  PID         -  KS0228
 KS0228  STATE/COUNTY-  CA/PLACER
 KS0228  USGS QUAD   -  ROYAL GORGE (1979)
 KS0228
 KS0228                         *CURRENT SURVEY CONTROL
 KS0228  ___________________________________________________________________
 KS0228* NAD 83(1986)-  39 11 11.     (N)    120 26 07.     (W)     SCALED    
 KS0228* NAVD 88     -      2169.71   (+/-2cm)    7118.5    (feet)  VERTCON   
 KS0228  ___________________________________________________________________
 KS0228  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KS0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0228
 KS0228.The horizontal coordinates were scaled from a topographic map and have
 KS0228.an estimated accuracy of +/- 6 seconds.
 KS0228
 KS0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0228.The vertical order pertains to the NGVD 29 superseded value.
 KS0228
 KS0228.The geoid height was determined by GEOID03.
 KS0228
 KS0228;                    North         East    Units  Estimated Accuracy
 KS0228;SPC CA 2     -   669,860.    2,135,170.      MT  (+/- 180 meters Scaled)
 KS0228
 KS0228                          SUPERSEDED SURVEY CONTROL
 KS0228
 KS0228  NGVD 29 (??/??/??) 2168.593  (m)         7114.79   (f) ADJUSTED    2 0
 KS0228
 KS0228.Superseded values are not recommended for survey control.
 KS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0228.See file dsdata.txt to determine how the superseded data were derived.
 KS0228
 KS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ215405(NAD 83)
 KS0228_MARKER: N = NAIL
 KS0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0228_SP_SET: TREE
 KS0228_MARK LOGO: USGS  
 KS0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0228
 KS0228  HISTORY     - Date     Condition        Report By
 KS0228  HISTORY     - UNK      MONUMENTED       USGS
 KS0228  HISTORY     - 1952     GOOD             CGS
 KS0228
 KS0228                          STATION DESCRIPTION
 KS0228
 KS0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0228'19.7 MI SW FROM SODA SPRINGS.
 KS0228'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KS0228'SODA SPRINGS, THENCE 19.45 MILES SOUTHWEST ALONG THE SODA
 KS0228'SPRINGS-FRENCH MEADOWS ROAD, AT THE JUNCTION OF FOREST HILL
 KS0228'DIVIDE ROAD, IN THE BASE OF A ROOT OF AN 18-INCH FIR TREE, 12.0
 KS0228'FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 9 1/2 FEET
 KS0228'NORTHWEST OF THE CENTER LINE OF ROAD LEADING TO FOREST HILLS
 KS0228'DIVIDE, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0075 ***********************************************************************
 FV0075  DESIGNATION -  713.3=BOLT
 FV0075  PID         -  FV0075
 FV0075  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0075  USGS QUAD   -  PASO ROBLES (1979)
 FV0075
 FV0075                         *CURRENT SURVEY CONTROL
 FV0075  ___________________________________________________________________
 FV0075* NAD 83(1986)-  35 38 23.     (N)    120 41 19.     (W)     SCALED    
 FV0075* NAVD 88     -       218.29   (+/-2cm)     716.2    (feet)  VERTCON   
 FV0075  ___________________________________________________________________
 FV0075  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 FV0075  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0075
 FV0075.The horizontal coordinates were scaled from a topographic map and have
 FV0075.an estimated accuracy of +/- 6 seconds.
 FV0075
 FV0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0075.The vertical order pertains to the NGVD 29 superseded value.
 FV0075
 FV0075.The geoid height was determined by GEOID03.
 FV0075
 FV0075;                    North         East    Units  Estimated Accuracy
 FV0075;SPC CA 5     -   740,620.    1,756,510.      MT  (+/- 180 meters Scaled)
 FV0075
 FV0075                          SUPERSEDED SURVEY CONTROL
 FV0075
 FV0075  NGVD 29 (??/??/92)  217.342  (m)          713.06   (f) ADJ UNCH    1 2
 FV0075
 FV0075.Superseded values are not recommended for survey control.
 FV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0075.See file dsdata.txt to determine how the superseded data were derived.
 FV0075
 FV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE092464(NAD 83)
 FV0075_MARKER: B = BOLT
 FV0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0075_SP_SET: CULVERT
 FV0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0075
 FV0075  HISTORY     - Date     Condition        Report By
 FV0075  HISTORY     - UNK      MONUMENTED       CGS
 FV0075  HISTORY     - 1933     GOOD             NGS
 FV0075  HISTORY     - 1947     MARK NOT FOUND   NGS
 FV0075
 FV0075                          STATION DESCRIPTION
 FV0075
 FV0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FV0075'1 MI N FROM PASO ROBLES.
 FV0075'1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FV0075'PASO ROBLES, SAN LUIS OBISPO COUNTY, AND IN CULVERT NO. 214 G.
 FV0075'A BOLT.
 FV0075
 FV0075                          STATION RECOVERY (1947)
 FV0075
 FV0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 FV0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0934 ***********************************************************************
 FV0934  DESIGNATION -  715 USGS
 FV0934  PID         -  FV0934
 FV0934  STATE/COUNTY-  CA/KINGS
 FV0934  USGS QUAD   -  KETTLEMAN PLAIN (1994)
 FV0934
 FV0934                         *CURRENT SURVEY CONTROL
 FV0934  ___________________________________________________________________
 FV0934* NAD 83(1986)-  35 58 05.     (N)    120 06 38.     (W)     SCALED    
 FV0934* NAVD 88     -       218.98   (+/-2cm)     718.4    (feet)  VERTCON   
 FV0934  ___________________________________________________________________
 FV0934  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 FV0934  VERT ORDER  -  THIRD (See Below)
 FV0934
 FV0934.The horizontal coordinates were scaled from a topographic map and have
 FV0934.an estimated accuracy of +/- 6 seconds.
 FV0934
 FV0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0934.The vertical order pertains to the NGVD 29 superseded value.
 FV0934
 FV0934.The geoid height was determined by GEOID03.
 FV0934
 FV0934;                    North         East    Units  Estimated Accuracy
 FV0934;SPC CA 4     -   571,010.    1,899,830.      MT  (+/- 180 meters Scaled)
 FV0934
 FV0934                          SUPERSEDED SURVEY CONTROL
 FV0934
 FV0934  NGVD 29 (??/??/??)  218.03   (m)          715.3    (f) RESET       3  
 FV0934
 FV0934.Superseded values are not recommended for survey control.
 FV0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0934.See file dsdata.txt to determine how the superseded data were derived.
 FV0934
 FV0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE605842(NAD 83)
 FV0934_MARKER: S = SPIKE
 FV0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0934_SP_SET: TELEPHONE POLE
 FV0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0934
 FV0934  HISTORY     - Date     Condition        Report By
 FV0934  HISTORY     - UNK      MONUMENTED       USGS
 FV0934  HISTORY     - 1935     GOOD             NGS
 FV0934  HISTORY     - 1963     MARK NOT FOUND   NGS
 FV0934  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 FV0934
 FV0934                          STATION DESCRIPTION
 FV0934
 FV0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0934'2.7 MI S FROM AVENAL.
 FV0934'2.7 MILES SOUTH ALONG STATE ROUTE 138 FROM POST OFFICE ALONG THE
 FV0934'RIGHT OF WAY OF STATE ROUTE NO. 138, 25 FEET WEST OF CENTER LINE
 FV0934'OF HIGHWAY, IN TELEPHONE POLE MARKED 237-12, PAINTED ON POLE
 FV0934'715.  A RAILROAD SPIKE.
 FV0934
 FV0934                          STATION RECOVERY (1963)
 FV0934
 FV0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FV0934'MARK NOT FOUND.
 FV0934
 FV0934                          STATION RECOVERY (1997)
 FV0934
 FV0934'RECOVERY NOTE BY US POWER SQUADRON 1997
 FV0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0007 ***********************************************************************
 LU0007  DESIGNATION -  715.996
 LU0007  PID         -  LU0007
 LU0007  STATE/COUNTY-  CA/SHASTA
 LU0007  USGS QUAD   -  REDDING (1969)
 LU0007
 LU0007                         *CURRENT SURVEY CONTROL
 LU0007  ___________________________________________________________________
 LU0007* NAD 83(1986)-  40 34 37.     (N)    122 24 19.     (W)     SCALED    
 LU0007* NAVD 88     -       219.06   (+/-2cm)     718.7    (feet)  VERTCON   
 LU0007  ___________________________________________________________________
 LU0007  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 LU0007  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0007
 LU0007.The horizontal coordinates were scaled from a topographic map and have
 LU0007.an estimated accuracy of +/- 6 seconds.
 LU0007
 LU0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0007.The vertical order pertains to the NGVD 29 superseded value.
 LU0007
 LU0007.The geoid height was determined by GEOID03.
 LU0007
 LU0007;                    North         East    Units  Estimated Accuracy
 LU0007;SPC CA 1     -   638,170.    1,965,690.      MT  (+/- 180 meters Scaled)
 LU0007
 LU0007                          SUPERSEDED SURVEY CONTROL
 LU0007
 LU0007  NGVD 29 (??/??/92)  218.266  (m)          716.09   (f) ADJ UNCH    1 2
 LU0007
 LU0007.Superseded values are not recommended for survey control.
 LU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0007.See file dsdata.txt to determine how the superseded data were derived.
 LU0007
 LU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503919(NAD 83)
 LU0007_MARKER: DB = BENCH MARK DISK
 LU0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0007_SP_SET: PORCH
 LU0007_STAMPING: BM 1929 EL 715.996
 LU0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0007
 LU0007  HISTORY     - Date     Condition        Report By
 LU0007  HISTORY     - 1929     MONUMENTED       RBNF
 LU0007  HISTORY     - 1944     GOOD             NGS
 LU0007
 LU0007                          STATION DESCRIPTION
 LU0007
 LU0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LU0007'AT REDDING.
 LU0007'AT REDDING, AT BENTON FIELD, SET IN THE TOP OF THE CONCRETE
 LU0007'PORCH IN FRONT OF THE ADMINISTRATION BUILDING, AT THE NORTHEAST
 LU0007'CORNER OF THE PORCH, 1.0 FOOT SOUTHWEST OF THE NORTHWEST CORNER
 LU0007'OF THE BUILDING.  NOTE-- NO AIRPORT OFFICALS WERE AVAILABLE TO
 LU0007'DETERMINE WHAT ORGANIZATION SET THE MARK, HOWEVER, SINCE THE
 LU0007'BENCH MARK WAS EVIDENTLY SET IN 1929, DATE OF CONSTRUCTION
 LU0007'OF AIRFIELD, IT IS POSSIBLE THE MARK WAS SET BY CONSTRUCTION
 LU0007'ENGINEER.  NOTE-- TO REACH AIRFIELD FROM POST OFFICE AT
 LU0007'REDDING GO WEST 0.65 MILE ALONG PLACER STREET TO JUNCTION
 LU0007'OF PAVED DRIVE TO AIRPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0611 ***********************************************************************
 JR0611  DESIGNATION -  7152
 JR0611  PID         -  JR0611
 JR0611  STATE/COUNTY-  CA/MONO
 JR0611  USGS QUAD   -  PICKEL MEADOW (1954)
 JR0611
 JR0611                         *CURRENT SURVEY CONTROL
 JR0611  ___________________________________________________________________
 JR0611* NAD 83(1986)-  38 19 33.     (N)    119 33 09.     (W)     SCALED    
 JR0611* NAVD 88     -      2182.083  (meters)    7159.05   (feet)  POSTED    
 JR0611  ___________________________________________________________________
 JR0611  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JR0611  DYNAMIC HT  -        2179.490 (meters)    7150.54  (feet)  COMP
 JR0611  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 JR0611
 JR0611  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JR0611
 JR0611.The horizontal coordinates were scaled from a topographic map and have
 JR0611.an estimated accuracy of +/- 6 seconds.
 JR0611
 JR0611.The orthometric height was determined by differential leveling
 JR0611.and adjusted in October 2003.
 JR0611.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JR0611.rate of 0.0 thru 1.0 mm/km.
 JR0611
 JR0611.The geoid height was determined by GEOID03.
 JR0611
 JR0611.The dynamic height is computed by dividing the NAVD 88
 JR0611.geopotential number by the normal gravity value computed on the
 JR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0611.degrees latitude (g = 980.6199 gals.).
 JR0611
 JR0611.The modeled gravity was interpolated from observed gravity values.
 JR0611
 JR0611;                    North         East    Units  Estimated Accuracy
 JR0611;SPC CA 3     -   703,060.    2,082,850.      MT  (+/- 180 meters Scaled)
 JR0611
 JR0611                          SUPERSEDED SURVEY CONTROL
 JR0611
 JR0611  NGVD 29 (??/??/92) 2180.730  (m)         7154.61   (f) ADJ UNCH    1 2
 JR0611
 JR0611.Superseded values are not recommended for survey control.
 JR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0611.See file dsdata.txt to determine how the superseded data were derived.
 JR0611
 JR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC768450(NAD 83)
 JR0611_MARKER: B = BOLT
 JR0611_SETTING: 80 = SET IN A BOULDER
 JR0611_SP_SET: BOULDER
 JR0611_STAMPING: 7152 USGS BM
 JR0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JR0611+STABILITY: SURFACE MOTION
 JR0611
 JR0611  HISTORY     - Date     Condition        Report By
 JR0611  HISTORY     - UNK      MONUMENTED       USGS
 JR0611  HISTORY     - 1957     GOOD             NGS
 JR0611
 JR0611                          STATION DESCRIPTION
 JR0611
 JR0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0611'0.5 MI S FROM LEAVITT MEADOWS LODGE.
 JR0611'0.5 MILE SOUTH ALONG STATE HIGHWAY 108 FROM LEAVITT MEADOWS
 JR0611'LODGE, IN R 22 E, T 6 N, S 34, 0.1 MILE NORTHEAST OF A GATE
 JR0611'ACROSS THE HIGHWAY, IN A TRIANGLE FORMED BY A TRACK ROAD LEADING
 JR0611'SOUTHEAST, IN THE TOP OF A 9-BY 10-FOOT GRANITE BOULDER WHICH
 JR0611'PROJECTS ABOUT 6 FEET ABOVE THE GROUND, 145.6 FEET SOUTHWEST OF
 JR0611'THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE AT LEAVITT MEADOWS
 JR0611'PACK STATION, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JR0611'HIGHWAY, 4.5 FEET SOUTH OF A POST SUPPORTING A PRIVATE ROAD
 JR0611'FOREST SERVICE TRAIL TO UPPER WALKER BEGINS AT 1/4 MI NORTH
 JR0611'SIGN, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0980 ***********************************************************************
 HS0980  DESIGNATION -  718
 HS0980  PID         -  HS0980
 HS0980  STATE/COUNTY-  CA/TUOLUMNE
 HS0980  USGS QUAD   -  GROVELAND (1987)
 HS0980
 HS0980                         *CURRENT SURVEY CONTROL
 HS0980  ___________________________________________________________________
 HS0980* NAD 83(1986)-  37 49 24.     (N)    120 10 57.     (W)     SCALED    
 HS0980* NAVD 88     -      1066.72   (+/-2cm)    3499.7    (feet)  VERTCON   
 HS0980  ___________________________________________________________________
 HS0980  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 HS0980  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0980
 HS0980.The horizontal coordinates were scaled from a topographic map and have
 HS0980.an estimated accuracy of +/- 6 seconds.
 HS0980
 HS0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0980.The vertical order pertains to the NGVD 29 superseded value.
 HS0980
 HS0980.The geoid height was determined by GEOID03.
 HS0980
 HS0980;                    North         East    Units  Estimated Accuracy
 HS0980;SPC CA 3     -   646,910.    2,027,950.      MT  (+/- 180 meters Scaled)
 HS0980
 HS0980                          SUPERSEDED SURVEY CONTROL
 HS0980
 HS0980  NGVD 29 (??/??/92) 1065.926  (m)         3497.13   (f) ADJ UNCH    1 2
 HS0980
 HS0980.Superseded values are not recommended for survey control.
 HS0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0980.See file dsdata.txt to determine how the superseded data were derived.
 HS0980
 HS0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG479899(NAD 83)
 HS0980_MARKER: P = PIPE CAP
 HS0980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0980_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0980_STAMPING: 718.1064
 HS0980_MARK LOGO: HHWS  
 HS0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0980
 HS0980  HISTORY     - Date     Condition        Report By
 HS0980  HISTORY     - UNK      MONUMENTED       HHWS
 HS0980  HISTORY     - 1956     GOOD             CGS
 HS0980
 HS0980                          STATION DESCRIPTION
 HS0980
 HS0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0980'3.6 MI SE FROM GROVELAND.
 HS0980'3.0 MILES EAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 HS0980'GROVELAND, THENCE 0.6 MILE SOUTHEAST ALONG A DIRT ROAD, ON THE
 HS0980'OUTSIDE OF A CURVE, AT HETCH HETCHY POWER LINE CROSSING, 29 FEET
 HS0980'WEST OF AND ACROSS THE ROAD FROM A POWER LINE POLE, 18 FEET
 HS0980'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF A
 HS0980'POINT IN LINE WITH THE MIDDLE WIRE OF THE POWER LINE, 1.2 FEET
 HS0980'NORTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD,
 HS0980'AND SCREWED ON TOP OF A 1 1/4-INCH IRON PIPE ENCASED IN
 HS0980'CONCRETE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3660 ***********************************************************************
 HS3660  DESIGNATION -  719 USGS
 HS3660  PID         -  HS3660
 HS3660  STATE/COUNTY-  CA/CONTRA COSTA
 HS3660  USGS QUAD   -  CLIFTON COURT FOREBAY (1978)
 HS3660
 HS3660                         *CURRENT SURVEY CONTROL
 HS3660  ___________________________________________________________________
 HS3660* NAD 83(1986)-  37 48 50.     (N)    121 34 48.     (W)     SCALED    
 HS3660* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 HS3660  ___________________________________________________________________
 HS3660  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HS3660  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3660
 HS3660.The horizontal coordinates were scaled from a topographic map and have
 HS3660.an estimated accuracy of +/- 6 seconds.
 HS3660
 HS3660.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3660.The vertical order pertains to the NGVD 29 superseded value.
 HS3660
 HS3660.The geoid height was determined by GEOID03.
 HS3660
 HS3660;                    North         East    Units  Estimated Accuracy
 HS3660;SPC CA 3     -   646,370.    1,904,910.      MT  (+/- 180 meters Scaled)
 HS3660
 HS3660                          SUPERSEDED SURVEY CONTROL
 HS3660
 HS3660  NGVD 29 (??/??/92)    6.40   (m)           21.0    (f) COMPUTED    1 2
 HS3660
 HS3660.Superseded values are not recommended for survey control.
 HS3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3660.See file dsdata.txt to determine how the superseded data were derived.
 HS3660
 HS3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG249861(NAD 83)
 HS3660_MARKER: N = NAIL
 HS3660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3660_SP_SET: SEMAPHORE
 HS3660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3660
 HS3660  HISTORY     - Date     Condition        Report By
 HS3660  HISTORY     - UNK      MONUMENTED       USGS
 HS3660  HISTORY     - 1958     MARK NOT FOUND   NGS
 HS3660
 HS3660                          STATION DESCRIPTION
 HS3660
 HS3660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS3660'5 MI SE FROM BYRON.
 HS3660'5.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 HS3660'FROM THE STATION AT BYRON, CONTRA COSTA COUNTY, 800 FEET SOUTHEAST
 HS3660'OF THE ROAD CROSSING AT HERDLYN, AND IN THE TOP OF THE CONCRETE
 HS3660'BASE OF SEMAPHORE 719.  A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0331 ***********************************************************************
 JT0331  DESIGNATION -  72
 JT0331  PID         -  JT0331
 JT0331  STATE/COUNTY-  CA/SOLANO
 JT0331  USGS QUAD   -  MARE ISLAND (1980)
 JT0331
 JT0331                         *CURRENT SURVEY CONTROL
 JT0331  ___________________________________________________________________
 JT0331* NAD 83(1986)-  38 06 00.     (N)    122 15 40.     (W)     SCALED    
 JT0331* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 JT0331  ___________________________________________________________________
 JT0331  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JT0331  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0331
 JT0331.The horizontal coordinates were scaled from a topographic map and have
 JT0331.an estimated accuracy of +/- 6 seconds.
 JT0331
 JT0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0331.The vertical order pertains to the NGVD 29 superseded value.
 JT0331
 JT0331.The geoid height was determined by GEOID03.
 JT0331
 JT0331;                    North         East    Units  Estimated Accuracy
 JT0331;SPC CA 2     -   548,140.    1,977,100.      MT  (+/- 180 meters Scaled)
 JT0331
 JT0331                          SUPERSEDED SURVEY CONTROL
 JT0331
 JT0331  NGVD 29 (??/??/92)    2.318  (m)            7.61   (f) ADJ UNCH    1 2
 JT0331
 JT0331.Superseded values are not recommended for survey control.
 JT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0331.See file dsdata.txt to determine how the superseded data were derived.
 JT0331
 JT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH647171(NAD 83)
 JT0331_MARKER: DD = SURVEY DISK
 JT0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0331_SP_SET: CURB
 JT0331_STAMPING: 72 11.26
 JT0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0331
 JT0331  HISTORY     - Date     Condition        Report By
 JT0331  HISTORY     - UNK      MONUMENTED       DOD
 JT0331  HISTORY     - 1950     GOOD             NGS
 JT0331  HISTORY     - 1961     POOR             NGS
 JT0331  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 JT0331  HISTORY     - 1987     MARK NOT FOUND   NGS
 JT0331
 JT0331                          STATION DESCRIPTION
 JT0331
 JT0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0331'AT VALLEJO.
 JT0331'AT VALLEJO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 JT0331'GEORGIA AND BRANCIFORTE STREETS, IN THE TOP OF THE EAST
 JT0331'CURB OF BRANCIFORTE STREET, 14.2 FEET NORTH OF A POINT IN
 JT0331'LINE WITH THE SOUTH EDGE OF THE NORTH CURB OF GEORGIA STREET,
 JT0331'8.2 FEET NORTH OF THE NORTHEAST END OF A METAL INLET COVER FOR
 JT0331'A STORM SEWER, AND FLUSH WITH THE SIDEWALK.  NOTE-- THE DISK IS
 JT0331'SLANTING, THE ROD HELD BETWEEN THE LETTERS S AND E OF THE WORDS
 JT0331'STATES AND ENGINEERS.
 JT0331
 JT0331                          STATION RECOVERY (1961)
 JT0331
 JT0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0331'MARK RECOVERED IN POOR CONDITION.
 JT0331
 JT0331                          STATION RECOVERY (1986)
 JT0331
 JT0331'RECOVERY NOTE BY US POWER SQUADRON 1986 (TM)
 JT0331'MARK NOT FOUND.
 JT0331
 JT0331                          STATION RECOVERY (1987)
 JT0331
 JT0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9481 ***********************************************************************
 EW9481  DESIGNATION -  72 5
 EW9481  PID         -  EW9481
 EW9481  STATE/COUNTY-  CA/VENTURA
 EW9481  USGS QUAD   -  SIMI VALLEY EAST (1969)
 EW9481
 EW9481                         *CURRENT SURVEY CONTROL
 EW9481  ___________________________________________________________________
 EW9481* NAD 83(1986)-  34 15 37.     (N)    118 39 47.     (W)     SCALED    
 EW9481* NAVD 88     -       330.163  (meters)    1083.21   (feet)  ADJUSTED  
 EW9481  ___________________________________________________________________
 EW9481  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EW9481  DYNAMIC HT  -         329.802 (meters)    1082.03  (feet)  COMP
 EW9481  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 EW9481
 EW9481  VERT ORDER  -  FIRST     CLASS II
 EW9481
 EW9481.The horizontal coordinates were scaled from a topographic map and have
 EW9481.an estimated accuracy of +/- 6 seconds.
 EW9481
 EW9481.The orthometric height was determined by differential leveling
 EW9481.and adjusted in June 1995.
 EW9481
 EW9481.The geoid height was determined by GEOID03.
 EW9481
 EW9481.The dynamic height is computed by dividing the NAVD 88
 EW9481.geopotential number by the normal gravity value computed on the
 EW9481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9481.degrees latitude (g = 980.6199 gals.).
 EW9481
 EW9481.The modeled gravity was interpolated from observed gravity values.
 EW9481
 EW9481;                    North         East    Units  Estimated Accuracy
 EW9481;SPC CA 5     -   584,540.    1,938,930.      MT  (+/- 180 meters Scaled)
 EW9481
 EW9481                          SUPERSEDED SURVEY CONTROL
 EW9481
 EW9481  NAVD 88 (06/15/91)  330.044  (m)         1082.82   (f) UNKNOWN     1 2
 EW9481
 EW9481.Superseded values are not recommended for survey control.
 EW9481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9481.See file dsdata.txt to determine how the superseded data were derived.
 EW9481
 EW9481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT468922(NAD 83)
 EW9481_MARKER: DB = BENCH MARK DISK
 EW9481_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9481_SP_SET: CURB
 EW9481_STAMPING: 72-5 1970
 EW9481_MARK LOGO: CA-111
 EW9481_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9481+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994
 EW9481
 EW9481  HISTORY     - Date     Condition        Report By
 EW9481  HISTORY     - 1970     MONUMENTED       CA-111
 EW9481  HISTORY     - 19890510 GOOD             NGS
 EW9481  HISTORY     - 19940627 GOOD             NGS
 EW9481
 EW9481                          STATION DESCRIPTION
 EW9481
 EW9481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9481'5.2 KM (3.25 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EW9481'FROM THE POST OFFICE IN SANTA SUSANA, THENCE 0.1 KM (0.05 MI)
 EW9481'SOUTHEAST ALONG SANTA SUSANA PASS ROAD, THENCE 0.3 KM (0.20 MI)
 EW9481'WESTERLY ALONG KATHERINE ROAD TO A PAVED PARKING LOT OF THE SANTA
 EW9481'SUSANA CITY PARK.  SET IN THE EAST END AND IN TOP OF A CONCRETE CURB
 EW9481'OF A TRIANGULAR CONCRETE SLAB AND A FLAGPOLE ABOUT IN THE CENTER OF
 EW9481'THE SLAB.  32.2 M (105.6 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 EW9481'2.4 M (7.9 FT) EAST OF A FLAG POLE, 0.2 M (0.7 FT) WEST OF THE EAST
 EW9481'END OF THE CURB, 0.2 M (0.7 FT) ABOVE THE PARKING LOT SURFACE.
 EW9481
 EW9481                          STATION RECOVERY (1994)
 EW9481
 EW9481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9481'24.1 KM (14.95 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW9481'THE JUNCTION OF SPRING ROAD IN MOORPARK, IN A CONCRETE CURB
 EW9481'SURROUNDING A FLAG POLE IN SANTA SUSANA COUNTY PARK, 94.7 M (310.7 FT)
 EW9481'SOUTH OF THE NEAR RAIL, 30.4 M (99.7 FT) NORTHWEST OF THE CENTERLINE
 EW9481'OF KATHERINE ROAD, 5.7 M (18.7 FT) SOUTHWEST OF THE CENTER OF A PARK
 EW9481'DRIVEWAY, AND 2.6 M (8.5 FT) NORTHEAST OF THE FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9190 ***********************************************************************
 JT9190  DESIGNATION -  72 A
 JT9190  PID         -  JT9190
 JT9190  STATE/COUNTY-  CA/NAPA
 JT9190  USGS QUAD   -  NAPA (1980)
 JT9190
 JT9190                         *CURRENT SURVEY CONTROL
 JT9190  ___________________________________________________________________
 JT9190* NAD 83(1986)-  38 20 48.     (N)    122 16 40.     (W)     SCALED    
 JT9190* NAVD 88     -        33.08   (+/-2cm)     108.5    (feet)  VERTCON   
 JT9190  ___________________________________________________________________
 JT9190  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JT9190  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9190
 JT9190.The horizontal coordinates were scaled from a topographic map and have
 JT9190.an estimated accuracy of +/- 6 seconds.
 JT9190
 JT9190.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9190.The vertical order pertains to the NGVD 29 superseded value.
 JT9190
 JT9190.The geoid height was determined by GEOID03.
 JT9190
 JT9190;                    North         East    Units  Estimated Accuracy
 JT9190;SPC CA 2     -   575,520.    1,975,720.      MT  (+/- 180 meters Scaled)
 JT9190
 JT9190                          SUPERSEDED SURVEY CONTROL
 JT9190
 JT9190  NGVD 29 (??/??/92)   32.27   (m)          105.9    (f) COMPUTED    2 2
 JT9190
 JT9190.Superseded values are not recommended for survey control.
 JT9190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9190.See file dsdata.txt to determine how the superseded data were derived.
 JT9190
 JT9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH631445(NAD 83)
 JT9190_MARKER: DD = SURVEY DISK
 JT9190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9190_SP_SET: CONCRETE POST
 JT9190_MARK LOGO: CA2330
 JT9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9190+STABILITY: SURFACE MOTION
 JT9190
 JT9190  HISTORY     - Date     Condition        Report By
 JT9190  HISTORY     - 1971     MONUMENTED       CA2330
 JT9190
 JT9190                          STATION DESCRIPTION
 JT9190
 JT9190'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9190'ALONG HARDMAN AVENUE, 1400 FT (426.7 M) EAST OF SILVERADO TRAIL, ON
 JT9190'SOUTH SIDE A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9191 ***********************************************************************
 JT9191  DESIGNATION -  72 B
 JT9191  PID         -  JT9191
 JT9191  STATE/COUNTY-  CA/NAPA
 JT9191  USGS QUAD   -  NAPA (1980)
 JT9191
 JT9191                         *CURRENT SURVEY CONTROL
 JT9191  ___________________________________________________________________
 JT9191* NAD 83(1986)-  38 20 54.     (N)    122 16 22.     (W)     SCALED    
 JT9191* NAVD 88     -        42.54   (+/-2cm)     139.6    (feet)  VERTCON   
 JT9191  ___________________________________________________________________
 JT9191  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT9191  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9191
 JT9191.The horizontal coordinates were scaled from a topographic map and have
 JT9191.an estimated accuracy of +/- 6 seconds.
 JT9191
 JT9191.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9191.The vertical order pertains to the NGVD 29 superseded value.
 JT9191
 JT9191.The geoid height was determined by GEOID03.
 JT9191
 JT9191;                    North         East    Units  Estimated Accuracy
 JT9191;SPC CA 2     -   575,710.    1,976,160.      MT  (+/- 180 meters Scaled)
 JT9191
 JT9191                          SUPERSEDED SURVEY CONTROL
 JT9191
 JT9191  NGVD 29 (??/??/92)   41.738  (m)          136.94   (f) ADJ UNCH    2 2
 JT9191
 JT9191.Superseded values are not recommended for survey control.
 JT9191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9191.See file dsdata.txt to determine how the superseded data were derived.
 JT9191
 JT9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH635447(NAD 83)
 JT9191_MARKER: DD = SURVEY DISK
 JT9191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9191_SP_SET: CONCRETE POST
 JT9191_MARK LOGO: CA2330
 JT9191_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9191+STABILITY: SURFACE MOTION
 JT9191
 JT9191  HISTORY     - Date     Condition        Report By
 JT9191  HISTORY     - 1971     MONUMENTED       CA2330
 JT9191
 JT9191                          STATION DESCRIPTION
 JT9191
 JT9191'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9191'ALONG HARDMAN AVENUE AT NO. 1152, ON SOUTH SIDE, A WELL TYPE CONCRETE
 JT9191'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9192 ***********************************************************************
 JT9192  DESIGNATION -  72 C
 JT9192  PID         -  JT9192
 JT9192  STATE/COUNTY-  CA/NAPA
 JT9192  USGS QUAD   -  NAPA (1980)
 JT9192
 JT9192                         *CURRENT SURVEY CONTROL
 JT9192  ___________________________________________________________________
 JT9192* NAD 83(1986)-  38 20 54.     (N)    122 16 16.     (W)     SCALED    
 JT9192* NAVD 88     -        38.09   (+/-2cm)     125.0    (feet)  VERTCON   
 JT9192  ___________________________________________________________________
 JT9192  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT9192  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9192
 JT9192.The horizontal coordinates were scaled from a topographic map and have
 JT9192.an estimated accuracy of +/- 6 seconds.
 JT9192
 JT9192.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9192.The vertical order pertains to the NGVD 29 superseded value.
 JT9192
 JT9192.The geoid height was determined by GEOID03.
 JT9192
 JT9192;                    North         East    Units  Estimated Accuracy
 JT9192;SPC CA 2     -   575,710.    1,976,300.      MT  (+/- 180 meters Scaled)
 JT9192
 JT9192                          SUPERSEDED SURVEY CONTROL
 JT9192
 JT9192  NGVD 29 (??/??/92)   37.288  (m)          122.34   (f) ADJ UNCH    2 2
 JT9192
 JT9192.Superseded values are not recommended for survey control.
 JT9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9192.See file dsdata.txt to determine how the superseded data were derived.
 JT9192
 JT9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH636447(NAD 83)
 JT9192_MARKER: DD = SURVEY DISK
 JT9192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9192_SP_SET: CONCRETE POST
 JT9192_MARK LOGO: CA2330
 JT9192_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9192+STABILITY: SURFACE MOTION
 JT9192
 JT9192  HISTORY     - Date     Condition        Report By
 JT9192  HISTORY     - 1971     MONUMENTED       CA2330
 JT9192
 JT9192                          STATION DESCRIPTION
 JT9192
 JT9192'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9192'ALONG HARDMAN AVENUE AT NO. 1795, ON SOUTH SIDE, A WELL TYPE CONCRETE
 JT9192'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5826 ***********************************************************************
 EW5826  DESIGNATION -  72 FMK USGS
 EW5826  PID         -  EW5826
 EW5826  STATE/COUNTY-  CA/VENTURA
 EW5826  USGS QUAD   -  VENTURA (1967)
 EW5826
 EW5826                         *CURRENT SURVEY CONTROL
 EW5826  ___________________________________________________________________
 EW5826* NAD 83(1986)-  34 20 32.     (N)    119 17 37.     (W)     SCALED    
 EW5826* NAVD 88     -        60.649  (meters)     198.98   (feet)  READJUSTED
 EW5826  ___________________________________________________________________
 EW5826  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW5826  DYNAMIC HT  -          60.590 (meters)     198.79  (feet)  COMP
 EW5826  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 EW5826
 EW5826  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5826
 EW5826.The horizontal coordinates were scaled from a topographic map and have
 EW5826.an estimated accuracy of +/- 6 seconds.
 EW5826
 EW5826.The orthometric height was determined by differential leveling
 EW5826.and adjusted in February 1993.
 EW5826.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5826.distribution rate of 1.1 thru 2.0 mm/km.
 EW5826.The height was derived from older observations constrained to new
 EW5826.heights in a crustal motion area.  The height is approximate in
 EW5826.relation to other heights in its vicinity.
 EW5826
 EW5826.The geoid height was determined by GEOID03.
 EW5826
 EW5826.The dynamic height is computed by dividing the NAVD 88
 EW5826.geopotential number by the normal gravity value computed on the
 EW5826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5826.degrees latitude (g = 980.6199 gals.).
 EW5826
 EW5826.The modeled gravity was interpolated from observed gravity values.
 EW5826
 EW5826;                    North         East    Units  Estimated Accuracy
 EW5826;SPC CA 5     -   594,190.    1,880,980.      MT  (+/- 180 meters Scaled)
 EW5826
 EW5826                          SUPERSEDED SURVEY CONTROL
 EW5826
 EW5826  NGVD 29 (??/??/92)   59.892  (m)          196.50   (f) ADJ UNCH    1 1
 EW5826
 EW5826.Superseded values are not recommended for survey control.
 EW5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5826.See file dsdata.txt to determine how the superseded data were derived.
 EW5826
 EW5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU890024(NAD 83)
 EW5826_MARKER: DB = BENCH MARK DISK
 EW5826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5826_SP_SET: HEADWALL
 EW5826_STAMPING: 72 FMK 1973
 EW5826
 EW5826  HISTORY     - Date     Condition        Report By
 EW5826  HISTORY     - UNK      MONUMENTED
 EW5826  HISTORY     - 1977     GOOD             NGS
 EW5826
 EW5826                          STATION DESCRIPTION
 EW5826
 EW5826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5826'5.6 MI NORTH FROM VENTURA.
 EW5826'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5826'THENCE 4.7 MILES NORTH ALONG VENTURA AVENUE, 0.5 MILE NORTH OF A STATE
 EW5826'HIGHWAY 33 OVERPASS, AT THE JUNCTION OF CANADA LARGA ROAD, 85.5 FT.
 EW5826'SOUTHEAST OF AND ACROSS THE AVENUE FROM A 36-INCH PALM TREE, 42.0 FT.
 EW5826'SOUTH OF THE CENTER LINE OF THE ROAD, 20.0 FT. EAST OF THE CENTER LINE
 EW5826'OF THE AVENUE, IN THE TOP AND 0.7 FT. EAST OF THE WEST END OF THE
 EW5826'SOUTH HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 7.4 FT. WEST
 EW5826'OF BM 87.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AD8808 ***********************************************************************
 AD8808  DESIGNATION -  72 JD
 AD8808  PID         -  AD8808
 AD8808  STATE/COUNTY-  CA/LASSEN
 AD8808  USGS QUAD   -  CHERRY MOUNTAIN (1989)
 AD8808
 AD8808                         *CURRENT SURVEY CONTROL
 AD8808  ___________________________________________________________________
 AD8808* NAD 83(2007)-  40 31 00.20390(N)    120 03 07.32197(W)     ADJUSTED  
 AD8808* NAVD 88     -      1450.3    (meters)    4758.     (feet)  GPS OBS   
 AD8808  ___________________________________________________________________
 AD8808  EPOCH DATE  -        2007.00
 AD8808  X           -  -2,432,175.787 (meters)                     COMP
 AD8808  Y           -  -4,203,830.665 (meters)                     COMP
 AD8808  Z           -   4,122,699.212 (meters)                     COMP
 AD8808  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AD8808  ELLIP HEIGHT-        1427.498 (meters)          (02/10/07) ADJUSTED
 AD8808  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AD8808
 AD8808  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AD8808  Type    PID    Designation                      North   East  Ellip
 AD8808  -------------------------------------------------------------------
 AD8808  NETWORK AD8808 72 JD                             0.86   1.39   6.12
 AD8808  -------------------------------------------------------------------
 AD8808
 AD8808.The horizontal coordinates were established by GPS observations
 AD8808.and adjusted by the National Geodetic Survey in February 2007.
 AD8808
 AD8808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AD8808.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AD8808.The horizontal coordinates are valid at the epoch date displayed above.
 AD8808.The epoch date for horizontal control is a decimal equivalence
 AD8808.of Year/Month/Day.
 AD8808
 AD8808.The orthometric height was determined by GPS observations and a
 AD8808.high-resolution geoid model.
 AD8808
 AD8808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8808
 AD8808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8808
 AD8808.The ellipsoidal height was determined by GPS observations
 AD8808.and is referenced to NAD 83.
 AD8808
 AD8808.The geoid height was determined by GEOID03.
 AD8808
 AD8808;                    North         East     Units Scale Factor Converg.
 AD8808;SPC CA 1     -   633,235.212 2,165,055.265   MT  0.99990999   +1 16 25.5
 AD8808;SPC CA 1     - 2,077,539.19  7,103,185.48   sFT  0.99990999   +1 16 25.5
 AD8808;UTM  10      - 4,489,287.135   749,747.883   MT  1.00036784   +1 54 58.3
 AD8808;UTM  11      - 4,489,587.362   241,434.341   MT  1.00042303   -1 59 02.1
 AD8808
 AD8808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8808!SPC CA 1     -   0.99977612  x   0.99990999  =   0.99968613
 AD8808!UTM  10      -   0.99977612  x   1.00036784  =   1.00014388
 AD8808!UTM  11      -   0.99977612  x   1.00042303  =   1.00019906
 AD8808
 AD8808                          SUPERSEDED SURVEY CONTROL
 AD8808
 AD8808  NAD 83(1992)-  40 31 00.20111(N)    120 03 07.31743(W) AD(1991.35) 1
 AD8808  ELLIP H (07/01/97) 1427.612  (m)                       GP(       ) 4 1
 AD8808
 AD8808.Superseded values are not recommended for survey control.
 AD8808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8808.See file dsdata.txt to determine how the superseded data were derived.
 AD8808
 AD8808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGK4974889287(NAD 83)
 AD8808_MARKER: DB = BENCH MARK DISK
 AD8808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8808_STAMPING: 72 JD 1953
 AD8808_MARK LOGO: USGS  
 AD8808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8808+STABILITY: SURFACE MOTION
 AD8808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8808+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 AD8808
 AD8808  HISTORY     - Date     Condition        Report By
 AD8808  HISTORY     - 1953     MONUMENTED       USGS
 AD8808  HISTORY     - 19960515 GOOD             CADT
 AD8808
 AD8808                          STATION DESCRIPTION
 AD8808
 AD8808'DESCRIBED BY CALTRANS 1996 (JRL)
 AD8808'THE STATION IS ON THE SOUTH SIDE OF SMOKE CREEK RANCH ROAD, ABOUT 32
 AD8808'MI (51.5 KM) EAST-NORTHEAST OF SUSANVILLE, 25 MI (40.2 KM) NORTH OF
 AD8808'HERLONG AND 3 MI (4.8 KM) WEST OF THE CALIFORNIA-NEVADA STATE LINE. TO
 AD8808'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 36 AND 139 IN
 AD8808'SUSANVILLE, GO EAST ON HIGHWAY 36 FOR 4.0 MI (6.4 KM) TO THE JUNCTION
 AD8808'WITH US HIGHWAY 395.  TURN LEFT AND GO NORTH ON HIGHWAY 395 FOR 15.8
 AD8808'MI (25.4 KM) TO THE INTERSECTION WITH WENDEL ROAD.  CONTINUE NORTH ON
 AD8808'HIGHWAY 395 FOR 5.1 MI (8.2 KM) TO A RAILROAD CROSSING. CONTINUE NORTH
 AD8808'ON HIGHWAY 395 FOR 0.05 MI (0.08 KM) TO SMOKE CREEK RANCH ROAD (COUNTY
 AD8808'ROAD 338) ON THE RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON SMOKE
 AD8808'CREEK RANCH ROAD FOR 8.6 MI (13.8 KM) TO A CATTLE GUARD.  CONTINUE
 AD8808'EAST AND NORTH ON SMOKE CREEK RANCH ROAD FOR 1.6 MI (2.6 KM) TO A
 AD8808'Y-INTERSECTION.  BEAR LEFT AND CONTINUE EAST AND NORTH ON SMOKE CREEK
 AD8808'RANCH ROAD FOR 2.1 MI (3.4 KM) TO A BLM ROAD RIGHT. CONTINUE EAST AND
 AD8808'NORTH ON SMOKE CREEK RANCH ROAD FOR 1.7 MI (2.7 KM) TO A STOCK POND ON
 AD8808'THE RIGHT AND A DIRT TRACK LEFT. CONTINUE EAST AND NORTH ON SMOKE
 AD8808'CREEK RANCH ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE
 AD8808'STATION IS A USGS BENCHMARK DISK SET IN THE TOP OF A CONCRETE POST,
 AD8808'21.6 M (70.9 FT) WEST OF AN ACCESS ROAD TO A BURIED CABLE LINE, 11.2 M
 AD8808'(36.7 FT) SOUTH OF THE CENTERLINE OF SMOKE CREEK RANCH ROAD AND 1.0 M
 AD8808'(3.3 FT) NORTH OF A CARSONITE WITNESS POST.  THE STATION WAS OCCUPIED
 AD8808'AS A PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE1772 ***********************************************************************
 AE1772  DESIGNATION -  72 LLR
 AE1772  PID         -  AE1772
 AE1772  STATE/COUNTY-  CA/LOS ANGELES
 AE1772  USGS QUAD   -  TORRANCE (1981)
 AE1772
 AE1772                         *CURRENT SURVEY CONTROL
 AE1772  ___________________________________________________________________
 AE1772* NAD 83(1986)-  33 50 51.     (N)    118 19 02.     (W)     SCALED    
 AE1772* NAVD 88     -        16.094  (meters)      52.80   (feet)  ADJUSTED  
 AE1772  ___________________________________________________________________
 AE1772  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AE1772  DYNAMIC HT  -          16.077 (meters)      52.75  (feet)  COMP
 AE1772  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 AE1772
 AE1772  VERT ORDER  -  FIRST     CLASS II
 AE1772
 AE1772.The horizontal coordinates were scaled from a topographic map and have
 AE1772.an estimated accuracy of +/- 6 seconds.
 AE1772
 AE1772.The orthometric height was determined by differential leveling
 AE1772.and adjusted in October 1997.
 AE1772
 AE1772.The geoid height was determined by GEOID03.
 AE1772
 AE1772.The dynamic height is computed by dividing the NAVD 88
 AE1772.geopotential number by the normal gravity value computed on the
 AE1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1772.degrees latitude (g = 980.6199 gals.).
 AE1772
 AE1772.The modeled gravity was interpolated from observed gravity values.
 AE1772
 AE1772;                    North         East    Units  Estimated Accuracy
 AE1772;SPC CA 5     -   538,590.    1,970,640.      MT  (+/- 180 meters Scaled)
 AE1772
 AE1772                          SUPERSEDED SURVEY CONTROL
 AE1772
 AE1772.No superseded survey control is available for this station.
 AE1772
 AE1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT781460(NAD 83)
 AE1772_MARKER: DB = BENCH MARK DISK
 AE1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1772_SP_SET: CHANNEL HEADWALL
 AE1772_STAMPING: 72 LLR 1967
 AE1772_MARK LOGO: MWDSC 
 AE1772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1772+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 AE1772
 AE1772  HISTORY     - Date     Condition        Report By
 AE1772  HISTORY     - 1967     MONUMENTED       MWDSC
 AE1772  HISTORY     - 19950406 GOOD             MWDSC
 AE1772
 AE1772                          STATION DESCRIPTION
 AE1772
 AE1772'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL)
 AE1772'LOS ANGELES, CA GO NORTH ON THE 405 FWY AND EXIT AT WESTERN AVE.  TURN
 AE1772'LEFT AND GO SOUTH ON WESTERN AVE 1.0 MI (1.6 KM) TO DEL AMO BLVD. TURN
 AE1772'RIGHT AND GO WEST ON DEL AMO BLVD 0.5MI TO VAN NESS AVE.  TURN RIGHT
 AE1772'AND GO NORTH ON VAN NESS AVE 250 FT (76.2 M) TO THE RAILROAD CROSSING.
 AE1772'TURN RIGHT AND GO EAST NEXT TO RAILROAD CROSSING 430 FT (131.1 M) TO
 AE1772'RAILROAD BRIDGE CROSSING OVER FLOOD CONTROL CHANNEL. THE MONUMENT IS
 AE1772'ON THE TOP OF A CONCRETE HEADWALL ON THE SOUTH SIDE OF RAILROAD TRACK
 AE1772'AND ON THE WEST SIDE OF THE CHANNEL.  FOUND A 3.25 STD MWD BCM STAMPED
 AE1772'72 LLR 1967 FLUSH ON TOP OF HEADWALL.  REF MWD FB 4034 02 019.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0724 ***********************************************************************
 GT0724  DESIGNATION -  72 S
 GT0724  PID         -  GT0724
 GT0724  STATE/COUNTY-  CA/KINGS
 GT0724  USGS QUAD   -  WESTHAVEN (1981)
 GT0724
 GT0724                         *CURRENT SURVEY CONTROL
 GT0724  ___________________________________________________________________
 GT0724* NAD 83(1986)-  36 08 17.     (N)    119 59 39.     (W)     SCALED    
 GT0724* NAVD 88     -        81.94   (+/-2cm)     268.8    (feet)  VERTCON   
 GT0724  ___________________________________________________________________
 GT0724  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 GT0724  VERT ORDER  -  THIRD (See Below)
 GT0724
 GT0724.The horizontal coordinates were scaled from a topographic map and have
 GT0724.an estimated accuracy of +/- 6 seconds.
 GT0724
 GT0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0724.The vertical order pertains to the NGVD 29 superseded value.
 GT0724
 GT0724.The geoid height was determined by GEOID03.
 GT0724
 GT0724;                    North         East    Units  Estimated Accuracy
 GT0724;SPC CA 4     -   589,760.    1,910,520.      MT  (+/- 180 meters Scaled)
 GT0724
 GT0724                          SUPERSEDED SURVEY CONTROL
 GT0724
 GT0724  NGVD 29 (??/??/??)   81.08   (m)          266.0    (f) RESET       3  
 GT0724
 GT0724.Superseded values are not recommended for survey control.
 GT0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0724.See file dsdata.txt to determine how the superseded data were derived.
 GT0724
 GT0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA305034(NAD 83)
 GT0724_MARKER: P = PIPE CAP
 GT0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GT0724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GT0724_STAMPING: PT NO 72S 277 1924
 GT0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0724
 GT0724  HISTORY     - Date     Condition        Report By
 GT0724  HISTORY     - 1924     MONUMENTED       USGS
 GT0724  HISTORY     - 1955     GOOD             NGS
 GT0724  HISTORY     - 1963     MARK NOT FOUND   NGS
 GT0724
 GT0724                          STATION DESCRIPTION
 GT0724
 GT0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GT0724'10.4 MI SE FROM HURON.
 GT0724'4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT HURON,
 GT0724'THENCE, 5.1 MILES EAST ALONG JAYNE AVENUE, THENCE 0.9 MILE EAST
 GT0724'ALONG NEVADA AVENUE, AT THE T JUNCTION OF A DIRT ROAD LEADING
 GT0724'NORTH, IN LINE WITH A ROW OF LARGE TAMARACK TREES ALONG THE SOUTH
 GT0724'SIDE OF THE AVENUE, 109.6 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GT0724'88.8 FEET SOUTH OF AND ACROSS THE AVENUE FROM A POWER LINE POLE,
 GT0724'54.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 31.9 FEET
 GT0724'NORTHWEST OF THE CENTER OF THE WEST END OF AN 18-INCH CORRUGATED
 GT0724'METAL PIPE CULVERT, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL
 GT0724'WITH THE AVENUE, AND RIVETED ON THE END OF A 3 1/2-INCH IRON PIPE
 GT0724'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE AREA AROUND THE
 GT0724'PIPE HAS BEEN BULLDOZED, THE PIPE IS LEANING AND THE MARK MAY HAVE
 GT0724'BEEN DISTURBED.
 GT0724
 GT0724                          STATION RECOVERY (1963)
 GT0724
 GT0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GT0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU3083 ***********************************************************************
 FU3083  DESIGNATION -  72 TL
 FU3083  PID         -  FU3083
 FU3083  STATE/COUNTY-  CA/KINGS
 FU3083  USGS QUAD   -  DUDLEY RIDGE (1954)
 FU3083
 FU3083                         *CURRENT SURVEY CONTROL
 FU3083  ___________________________________________________________________
 FU3083* NAD 83(1986)-  35 56 02.     (N)    119 45 12.     (W)     SCALED    
 FU3083* NAVD 88     -        60.49   (+/-2cm)     198.5    (feet)  VERTCON   
 FU3083  ___________________________________________________________________
 FU3083  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 FU3083  VERT ORDER  -  FIRST     CLASS I (See Below)
 FU3083
 FU3083.The horizontal coordinates were scaled from a topographic map and have
 FU3083.an estimated accuracy of +/- 6 seconds.
 FU3083
 FU3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU3083.The vertical order pertains to the NGVD 29 superseded value.
 FU3083
 FU3083.The geoid height was determined by GEOID03.
 FU3083
 FU3083;                    North         East    Units  Estimated Accuracy
 FU3083;SPC CA 4     -   566,910.    1,932,020.      MT  (+/- 180 meters Scaled)
 FU3083
 FU3083                          SUPERSEDED SURVEY CONTROL
 FU3083
 FU3083  NGVD 29 (??/??/92)   59.62   (m)          195.6    (f) COMPUTED    1 1
 FU3083
 FU3083.Superseded values are not recommended for survey control.
 FU3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU3083.See file dsdata.txt to determine how the superseded data were derived.
 FU3083
 FU3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV516801(NAD 83)
 FU3083_MARKER: DD = SURVEY DISK
 FU3083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU3083_SP_SET: CULVERT
 FU3083_STAMPING: 72
 FU3083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU3083
 FU3083  HISTORY     - Date     Condition        Report By
 FU3083  HISTORY     - UNK      MONUMENTED       TLAKE
 FU3083  HISTORY     - 1969     GOOD             NGS
 FU3083
 FU3083                          STATION DESCRIPTION
 FU3083
 FU3083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FU3083'15.1 MI SE FROM KETTLEMAN CITY.
 FU3083'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 FU3083'KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG LOST HILLS ROAD,
 FU3083'THENCE 9.5 MILES EAST ALONG UTICA AVENUE, AT THE CROSSING OF
 FU3083'WILBUR DITCH, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 FU3083'END OF THE NORTHEAST CONCRETE WING WALL OF LARGE TRIPLE CONCRETE
 FU3083'BOX CULVERTS, 26 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 FU3083'AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.  SECTION 7, T 23 S,
 FU3083'R 20 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1487 ***********************************************************************
 HS1487  DESIGNATION -  72 USGS
 HS1487  PID         -  HS1487
 HS1487  STATE/COUNTY-  CA/MERCED
 HS1487  USGS QUAD   -  GUSTINE (1973)
 HS1487
 HS1487                         *CURRENT SURVEY CONTROL
 HS1487  ___________________________________________________________________
 HS1487* NAD 83(1986)-  37 21 02.     (N)    120 57 43.     (W)     SCALED    
 HS1487* NAVD 88     -        22.72   (+/-2cm)      74.5    (feet)  VERTCON   
 HS1487  ___________________________________________________________________
 HS1487  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 HS1487  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1487
 HS1487.The horizontal coordinates were scaled from a topographic map and have
 HS1487.an estimated accuracy of +/- 6 seconds.
 HS1487
 HS1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1487.The vertical order pertains to the NGVD 29 superseded value.
 HS1487
 HS1487.The geoid height was determined by GEOID03.
 HS1487
 HS1487;                    North         East    Units  Estimated Accuracy
 HS1487;SPC CA 3     -   594,500.    1,959,070.      MT  (+/- 180 meters Scaled)
 HS1487
 HS1487                          SUPERSEDED SURVEY CONTROL
 HS1487
 HS1487  NGVD 29 (??/??/92)   21.98   (m)           72.1    (f) COMPUTED    1 2
 HS1487
 HS1487.Superseded values are not recommended for survey control.
 HS1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1487.See file dsdata.txt to determine how the superseded data were derived.
 HS1487
 HS1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG805357(NAD 83)
 HS1487_MARKER: DD = SURVEY DISK
 HS1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1487_SP_SET: ABUTMENT
 HS1487_STAMPING: 72 1913
 HS1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1487
 HS1487  HISTORY     - Date     Condition        Report By
 HS1487  HISTORY     - 1913     MONUMENTED       USGS
 HS1487  HISTORY     - 1957     GOOD             NGS
 HS1487  HISTORY     - 1966     GOOD             NGS
 HS1487
 HS1487                          STATION DESCRIPTION
 HS1487
 HS1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS1487'4.4 MI NE FROM NEWMAN.
 HS1487'3.5 MILES NORTHEAST ALONG HILLS FERRY ROAD FROM THE SOUTHERN
 HS1487'PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.9 MILE EAST
 HS1487'ALONG RIVER ROAD, IN R9E T7S, IN THE SOUTHEAST QUARTER OF SECTION
 HS1487'3, AT A STEEL BRIDGE OVER MERCED RIVER, IN THE TOP OF THE SOUTH
 HS1487'END OF THE WEST CONCRETE ABUTMENT, 12 FEET SOUTH OF THE CENTER
 HS1487'LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 HS1487
 HS1487                          STATION RECOVERY (1966)
 HS1487
 HS1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6942 ***********************************************************************
 EW6942  DESIGNATION -  72 X 11
 EW6942  PID         -  EW6942
 EW6942  STATE/COUNTY-  CA/VENTURA
 EW6942  USGS QUAD   -  SIMI VALLEY EAST (1969)
 EW6942
 EW6942                         *CURRENT SURVEY CONTROL
 EW6942  ___________________________________________________________________
 EW6942* NAD 83(1986)-  34 16 05.     (N)    118 41 31.     (W)     SCALED    
 EW6942* NAVD 88     -       301.632  (meters)     989.60   (feet)  ADJUSTED  
 EW6942  ___________________________________________________________________
 EW6942  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 EW6942  DYNAMIC HT  -         301.308 (meters)     988.54  (feet)  COMP
 EW6942  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 EW6942
 EW6942  VERT ORDER  -  FIRST     CLASS I
 EW6942
 EW6942.The horizontal coordinates were scaled from a topographic map and have
 EW6942.an estimated accuracy of +/- 6 seconds.
 EW6942
 EW6942.The orthometric height was determined by differential leveling
 EW6942.and adjusted in June 1995.
 EW6942.WARNING-Repeat measurements at this control monument indicate possible
 EW6942.vertical movement.
 EW6942
 EW6942.The geoid height was determined by GEOID03.
 EW6942
 EW6942.The dynamic height is computed by dividing the NAVD 88
 EW6942.geopotential number by the normal gravity value computed on the
 EW6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6942.degrees latitude (g = 980.6199 gals.).
 EW6942
 EW6942.The modeled gravity was interpolated from observed gravity values.
 EW6942
 EW6942;                    North         East    Units  Estimated Accuracy
 EW6942;SPC CA 5     -   585,420.    1,936,280.      MT  (+/- 180 meters Scaled)
 EW6942
 EW6942                          SUPERSEDED SURVEY CONTROL
 EW6942
 EW6942  NAVD 88 (06/15/91)  301.630  (m)          989.60   (f) UNKNOWN     1 1
 EW6942  NGVD 29 (??/??/92)  300.829  (m)          986.97   (f) ADJ UNCH    1 1
 EW6942
 EW6942.Superseded values are not recommended for survey control.
 EW6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6942.See file dsdata.txt to determine how the superseded data were derived.
 EW6942
 EW6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT442931(NAD 83)
 EW6942_MARKER: DB = BENCH MARK DISK
 EW6942_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW6942_SP_SET: CULVERT HEADWALL
 EW6942_STAMPING: 72 X 11 1970
 EW6942_MARK LOGO: CA-111
 EW6942_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6942+STABILITY: SURFACE MOTION
 EW6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW6942+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1994
 EW6942
 EW6942  HISTORY     - Date     Condition        Report By
 EW6942  HISTORY     - 1970     MONUMENTED       CA-111
 EW6942  HISTORY     - 1978     GOOD             NGS
 EW6942  HISTORY     - 19890510 GOOD             NGS
 EW6942  HISTORY     - 19940622 GOOD             NGS
 EW6942  HISTORY     - 19960106 GOOD             USPSQD
 EW6942
 EW6942                          STATION DESCRIPTION
 EW6942
 EW6942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW6942'1.3 MI EAST FROM SANTA SUSANA.
 EW6942'1.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE POST
 EW6942'OFFICE AT SANTA SUSANA, AT RAILROAD BRIDGE NUMBER 438.40. IN TOP OF
 EW6942'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A DOUBLE
 EW6942'FLOOD CONTROL CULVERT UNDER THE TRACKS, 10 FEET EAST OF THE EAST
 EW6942'WINGWALL OF THE BRIDGE, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.0
 EW6942'FEET NORTH OF THE CORNER POST OF A CHAIN LINK FENCE.
 EW6942
 EW6942                          STATION RECOVERY (1989)
 EW6942
 EW6942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6942'RECOVERED IN GOOD CONDITION.
 EW6942
 EW6942                          STATION RECOVERY (1994)
 EW6942
 EW6942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW6942'21.3 KM (13.25 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW6942'THE JUNCTION OF SPRING ROAD IN MOORPARK, NEAR THE NORTHWEST END OF THE
 EW6942'NORTHEAST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT UNDER THE
 EW6942'RAILROAD, 5.5 M (18.0 FT) NORTHEAST OF THE NEAR RAIL, 2.1 M (6.9 FT)
 EW6942'BELOW THE LEVEL OF THE TRACK, AND ON THE EXTENDED CENTERLINE OF
 EW6942'STERLING STREET.
 EW6942
 EW6942                          STATION RECOVERY (1996)
 EW6942
 EW6942'RECOVERY NOTE BY US POWER SQUADRON 1996
 EW6942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1970 ***********************************************************************
 HS1970  DESIGNATION -  72.05 RT USBR
 HS1970  PID         -  HS1970
 HS1970  STATE/COUNTY-  CA/MERCED
 HS1970  USGS QUAD   -  VOLTA (1971)
 HS1970
 HS1970                         *CURRENT SURVEY CONTROL
 HS1970  ___________________________________________________________________
 HS1970* NAD 83(1986)-  37 04 13.     (N)    120 59 42.     (W)     SCALED    
 HS1970* NAVD 88     -        71.05   (+/-2cm)     233.1    (feet)  VERTCON   
 HS1970  ___________________________________________________________________
 HS1970  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HS1970  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1970
 HS1970.The horizontal coordinates were scaled from a topographic map and have
 HS1970.an estimated accuracy of +/- 6 seconds.
 HS1970
 HS1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1970.The vertical order pertains to the NGVD 29 superseded value.
 HS1970
 HS1970.The geoid height was determined by GEOID03.
 HS1970
 HS1970;                    North         East    Units  Estimated Accuracy
 HS1970;SPC CA 3     -   563,410.    1,955,980.      MT  (+/- 180 meters Scaled)
 HS1970
 HS1970                          SUPERSEDED SURVEY CONTROL
 HS1970
 HS1970  NGVD 29 (??/??/??)   70.192  (m)          230.29   (f) ADJUSTED    1 1
 HS1970
 HS1970.Superseded values are not recommended for survey control.
 HS1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1970.See file dsdata.txt to determine how the superseded data were derived.
 HS1970
 HS1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG782045(NAD 83)
 HS1970_MARKER: DD = SURVEY DISK
 HS1970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1970_SP_SET: DRAIN INLET HEAD WALL
 HS1970_STAMPING: 72.05 RT
 HS1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1970
 HS1970  HISTORY     - Date     Condition        Report By
 HS1970  HISTORY     - UNK      MONUMENTED       BOR
 HS1970  HISTORY     - 1967     GOOD             NGS
 HS1970
 HS1970                          STATION DESCRIPTION
 HS1970
 HS1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1970'14.6 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1970'14.65 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1970'DOS AMIGOS PUMP PLANT, IN THE TOP AND 2.1 FEET WEST OF THE
 HS1970'EAST END OF THE SOUTH CONCRETE HEAD WALL OF DRAIN INLET STRUCTURE
 HS1970'DI 72.05, 20 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LEVEE
 HS1970'ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1973 ***********************************************************************
 HS1973  DESIGNATION -  72.78 RT USBR
 HS1973  PID         -  HS1973
 HS1973  STATE/COUNTY-  CA/MERCED
 HS1973  USGS QUAD   -  VOLTA (1971)
 HS1973
 HS1973                         *CURRENT SURVEY CONTROL
 HS1973  ___________________________________________________________________
 HS1973* NAD 83(1986)-  37 04 02.     (N)    120 58 57.     (W)     SCALED    
 HS1973* NAVD 88     -        70.69   (+/-2cm)     231.9    (feet)  VERTCON   
 HS1973  ___________________________________________________________________
 HS1973  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HS1973  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1973
 HS1973.The horizontal coordinates were scaled from a topographic map and have
 HS1973.an estimated accuracy of +/- 6 seconds.
 HS1973
 HS1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1973.The vertical order pertains to the NGVD 29 superseded value.
 HS1973
 HS1973.The geoid height was determined by GEOID03.
 HS1973
 HS1973;                    North         East    Units  Estimated Accuracy
 HS1973;SPC CA 3     -   563,060.    1,957,090.      MT  (+/- 180 meters Scaled)
 HS1973
 HS1973                          SUPERSEDED SURVEY CONTROL
 HS1973
 HS1973  NGVD 29 (??/??/??)   69.828  (m)          229.09   (f) ADJUSTED    1 1
 HS1973
 HS1973.Superseded values are not recommended for survey control.
 HS1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1973.See file dsdata.txt to determine how the superseded data were derived.
 HS1973
 HS1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG793042(NAD 83)
 HS1973_MARKER: DD = SURVEY DISK
 HS1973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1973_SP_SET: DRAIN INLET HEAD WALL
 HS1973_STAMPING: 72.78 RT
 HS1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1973
 HS1973  HISTORY     - Date     Condition        Report By
 HS1973  HISTORY     - UNK      MONUMENTED       BOR
 HS1973  HISTORY     - 1967     GOOD             NGS
 HS1973
 HS1973                          STATION DESCRIPTION
 HS1973
 HS1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1973'14 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1973'13.95 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS1973'AMIGOS PUMP PLANT, IN THE TOP AND 1.7 FEET WEST OF THE EAST END OF
 HS1973'THE SOUTH CONCRETE HEAD WALL OF DRAIN INLET STRUCTURE DI 72.78,
 HS1973'25 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LEVEE ROAD, AND
 HS1973'ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1976 ***********************************************************************
 HS1976  DESIGNATION -  72.90 LT 1 USBR
 HS1976  PID         -  HS1976
 HS1976  STATE/COUNTY-  CA/MERCED
 HS1976  USGS QUAD   -  VOLTA (1971)
 HS1976
 HS1976                         *CURRENT SURVEY CONTROL
 HS1976  ___________________________________________________________________
 HS1976* NAD 83(1986)-  37 04 03.     (N)    120 58 47.     (W)     SCALED    
 HS1976* NAVD 88     -        73.69   (+/-2cm)     241.8    (feet)  VERTCON   
 HS1976  ___________________________________________________________________
 HS1976  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HS1976  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1976
 HS1976.The horizontal coordinates were scaled from a topographic map and have
 HS1976.an estimated accuracy of +/- 6 seconds.
 HS1976
 HS1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1976.The vertical order pertains to the NGVD 29 superseded value.
 HS1976
 HS1976.The geoid height was determined by GEOID03.
 HS1976
 HS1976;                    North         East    Units  Estimated Accuracy
 HS1976;SPC CA 3     -   563,090.    1,957,340.      MT  (+/- 180 meters Scaled)
 HS1976
 HS1976                          SUPERSEDED SURVEY CONTROL
 HS1976
 HS1976  NGVD 29 (??/??/??)   72.826  (m)          238.93   (f) ADJUSTED    1 1
 HS1976
 HS1976.Superseded values are not recommended for survey control.
 HS1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1976.See file dsdata.txt to determine how the superseded data were derived.
 HS1976
 HS1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG796042(NAD 83)
 HS1976_MARKER: DD = SURVEY DISK
 HS1976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1976_SP_SET: BRIDGE GUARDRAIL
 HS1976_STAMPING: 72.90 LT 1
 HS1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1976
 HS1976  HISTORY     - Date     Condition        Report By
 HS1976  HISTORY     - UNK      MONUMENTED       BOR
 HS1976  HISTORY     - 1967     GOOD             NGS
 HS1976
 HS1976                          STATION DESCRIPTION
 HS1976
 HS1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1976'13.8 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1976'13.85 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS1976'AMIGOS PUMP PLANT, IN THE TOP AND 1.2 FEET SOUTH OF THE NORTH END
 HS1976'OF THE EAST CONCRETE GUARDRAIL OF INTERSTATE HIGHWAY 5 EAST
 HS1976'BRIDGE OVER THE AQUEDUCT, 24 FEET EAST OF THE CENTER LINE OF
 HS1976'THE EAST LANES OF THE HIGHWAY.  AND ABOUT 3 1/2 FEET HIGHER
 HS1976'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1975 ***********************************************************************
 HS1975  DESIGNATION -  72.90 LT USBR
 HS1975  PID         -  HS1975
 HS1975  STATE/COUNTY-  CA/MERCED
 HS1975  USGS QUAD   -  VOLTA (1971)
 HS1975
 HS1975                         *CURRENT SURVEY CONTROL
 HS1975  ___________________________________________________________________
 HS1975* NAD 83(1986)-  37 04 04.     (N)    120 58 51.     (W)     SCALED    
 HS1975* NAVD 88     -        73.60   (+/-2cm)     241.5    (feet)  VERTCON   
 HS1975  ___________________________________________________________________
 HS1975  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HS1975  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1975
 HS1975.The horizontal coordinates were scaled from a topographic map and have
 HS1975.an estimated accuracy of +/- 6 seconds.
 HS1975
 HS1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1975.The vertical order pertains to the NGVD 29 superseded value.
 HS1975
 HS1975.The geoid height was determined by GEOID03.
 HS1975
 HS1975;                    North         East    Units  Estimated Accuracy
 HS1975;SPC CA 3     -   563,120.    1,957,240.      MT  (+/- 180 meters Scaled)
 HS1975
 HS1975                          SUPERSEDED SURVEY CONTROL
 HS1975
 HS1975  NGVD 29 (??/??/??)   72.736  (m)          238.63   (f) ADJUSTED    1 1
 HS1975
 HS1975.Superseded values are not recommended for survey control.
 HS1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1975.See file dsdata.txt to determine how the superseded data were derived.
 HS1975
 HS1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG795042(NAD 83)
 HS1975_MARKER: DD = SURVEY DISK
 HS1975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1975_SP_SET: BRIDGE GUARDRAIL
 HS1975_STAMPING: 72.90 LT
 HS1975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1975
 HS1975  HISTORY     - Date     Condition        Report By
 HS1975  HISTORY     - UNK      MONUMENTED       BOR
 HS1975  HISTORY     - 1967     GOOD             NGS
 HS1975
 HS1975                          STATION DESCRIPTION
 HS1975
 HS1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1975'13.8 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1975'13.85 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1975'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTH END OF THE
 HS1975'WEST CONCRETE GUARDRAIL OF THE WEST BRIDGE OF INTERSTATE HIGHWAY
 HS1975'5 OVER THE AQUEDUCT, 24 FEET WEST OF THE CENTER LINE OF THE
 HS1975'WEST LANES OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 HS1975'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1977 ***********************************************************************
 HS1977  DESIGNATION -  72.90 RT USBR
 HS1977  PID         -  HS1977
 HS1977  STATE/COUNTY-  CA/MERCED
 HS1977  USGS QUAD   -  VOLTA (1971)
 HS1977
 HS1977                         *CURRENT SURVEY CONTROL
 HS1977  ___________________________________________________________________
 HS1977* NAD 83(1986)-  37 04 00.     (N)    120 58 44.     (W)     SCALED    
 HS1977* NAVD 88     -        74.01   (+/-2cm)     242.8    (feet)  VERTCON   
 HS1977  ___________________________________________________________________
 HS1977  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HS1977  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1977
 HS1977.The horizontal coordinates were scaled from a topographic map and have
 HS1977.an estimated accuracy of +/- 6 seconds.
 HS1977
 HS1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1977.The vertical order pertains to the NGVD 29 superseded value.
 HS1977
 HS1977.The geoid height was determined by GEOID03.
 HS1977
 HS1977;                    North         East    Units  Estimated Accuracy
 HS1977;SPC CA 3     -   563,000.    1,957,410.      MT  (+/- 180 meters Scaled)
 HS1977
 HS1977                          SUPERSEDED SURVEY CONTROL
 HS1977
 HS1977  NGVD 29 (??/??/??)   73.145  (m)          239.98   (f) ADJUSTED    1 1
 HS1977
 HS1977.Superseded values are not recommended for survey control.
 HS1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1977.See file dsdata.txt to determine how the superseded data were derived.
 HS1977
 HS1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG796041(NAD 83)
 HS1977_MARKER: DD = SURVEY DISK
 HS1977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1977_SP_SET: BRIDGE GUARDRAIL
 HS1977_STAMPING: 72.90 RT
 HS1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1977
 HS1977  HISTORY     - Date     Condition        Report By
 HS1977  HISTORY     - UNK      MONUMENTED       BOR
 HS1977  HISTORY     - 1967     GOOD             NGS
 HS1977
 HS1977                          STATION DESCRIPTION
 HS1977
 HS1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1977'13.8 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1977'13.85 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1977'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.2 FEET NORTH OF THE
 HS1977'SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE EAST INTERSTATE
 HS1977'HIGHWAY 5 BRIDGE OVER THE AQUEDUCT, 24 FEET EAST OF THE CENTER
 HS1977'LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT 3 1/2 FEET
 HS1977'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1890 ***********************************************************************
 DX1890  DESIGNATION -  72.989
 DX1890  PID         -  DX1890
 DX1890  STATE/COUNTY-  CA/ORANGE
 DX1890  USGS QUAD   -  TUSTIN (1981)
 DX1890
 DX1890                         *CURRENT SURVEY CONTROL
 DX1890  ___________________________________________________________________
 DX1890* NAD 83(1986)-  33 42 59.     (N)    117 49 54.     (W)     SCALED    
 DX1890* NAVD 88     -        22.57   (+/-2cm)      74.0    (feet)  VERTCON   
 DX1890  ___________________________________________________________________
 DX1890  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DX1890  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1890
 DX1890.The horizontal coordinates were scaled from a topographic map and have
 DX1890.an estimated accuracy of +/- 6 seconds.
 DX1890
 DX1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1890.The vertical order pertains to the NGVD 29 superseded value.
 DX1890
 DX1890.The geoid height was determined by GEOID03.
 DX1890
 DX1890;                    North         East    Units  Estimated Accuracy
 DX1890;SPC CA 6     -   672,980.    1,853,400.      MT  (+/- 180 meters Scaled)
 DX1890
 DX1890                          SUPERSEDED SURVEY CONTROL
 DX1890
 DX1890  NGVD 29 (??/??/??)   21.868  (m)           71.75   (f) ADJUSTED    1 2
 DX1890
 DX1890.Superseded values are not recommended for survey control.
 DX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1890.See file dsdata.txt to determine how the superseded data were derived.
 DX1890
 DX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT229310(NAD 83)
 DX1890_MARKER: Z = SEE DESCRIPTION
 DX1890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1890_SP_SET: SIDEWALK
 DX1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1890
 DX1890  HISTORY     - Date     Condition        Report By
 DX1890  HISTORY     - UNK      MONUMENTED       USGS
 DX1890  HISTORY     - 1955     GOOD             NGS
 DX1890  HISTORY     - 1958     GOOD             NGS
 DX1890  HISTORY     - 19960302 MARK NOT FOUND   USPSQD
 DX1890
 DX1890                          STATION DESCRIPTION
 DX1890
 DX1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1890'AT SANTA ANA MCAF.
 DX1890'AT SANTA ANA MARINE CORPS AIR FACILITY, AT THE MAIN ENTRANCE
 DX1890'GATE, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE SIDEWALK
 DX1890'OF A SMALL GUARDHOUSE, 5.0 FEET SOUTHEAST OF THE CENTER OF THE
 DX1890'SOUTHEAST DOOR OF THE GUARDHOUSE, 1.0 FOOT NORTHWEST OF THE
 DX1890'SOUTHEAST END OF A CONCRETE SIDEWALK, AND ABOUT 0.2 FOOT HIGHER
 DX1890'THAN THE STREET.
 DX1890
 DX1890                          STATION RECOVERY (1958)
 DX1890
 DX1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1890'RECOVERED IN GOOD CONDITION.
 DX1890
 DX1890                          STATION RECOVERY (1996)
 DX1890
 DX1890'RECOVERY NOTE BY US POWER SQUADRON 1996
 DX1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0108 ***********************************************************************
 DY0108  DESIGNATION -  720 UPRR
 DY0108  PID         -  DY0108
 DY0108  STATE/COUNTY-  CA/LOS ANGELES
 DY0108  USGS QUAD   -  LONG BEACH (1981)
 DY0108
 DY0108                         *CURRENT SURVEY CONTROL
 DY0108  ___________________________________________________________________
 DY0108* NAD 83(1986)-  33 45 58.     (N)    118 13 07.     (W)     SCALED    
 DY0108* NAVD 88     -        -0.91   (+/-2cm)      -3.0    (feet)  VERTCON   
 DY0108  ___________________________________________________________________
 DY0108  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0108  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0108
 DY0108.The horizontal coordinates were scaled from a topographic map and have
 DY0108.an estimated accuracy of +/- 6 seconds.
 DY0108
 DY0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0108.The vertical order pertains to the NGVD 29 superseded value.
 DY0108
 DY0108.The geoid height was determined by GEOID03.
 DY0108
 DY0108;                    North         East    Units  Estimated Accuracy
 DY0108;SPC CA 5     -   529,540.    1,979,750.      MT  (+/- 180 meters Scaled)
 DY0108
 DY0108                          SUPERSEDED SURVEY CONTROL
 DY0108
 DY0108  NGVD 29 (??/??/92)   -1.729  (m)           -5.67   (f) ADJ UNCH    1 2
 DY0108
 DY0108.Superseded values are not recommended for survey control.
 DY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0108.See file dsdata.txt to determine how the superseded data were derived.
 DY0108
 DY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT871368(NAD 83)
 DY0108_MARKER: DD = SURVEY DISK
 DY0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0108_STAMPING: R E 164 720
 DY0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0108+STABILITY: SURFACE MOTION
 DY0108
 DY0108  HISTORY     - Date     Condition        Report By
 DY0108  HISTORY     - UNK      MONUMENTED       UPRR
 DY0108  HISTORY     - 1949     GOOD             NGS
 DY0108  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0108
 DY0108                          STATION DESCRIPTION
 DY0108
 DY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0108'AT LONG BEACH.
 DY0108'AT LONG BEACH, ON AMOR PLACE, ABOUT 140 FEET SOUTH OF THE SOUTH
 DY0108'EDGE OF WATER STREET, 72.1 FEET SOUTHEAST OF THE SOUTHEAST
 DY0108'CORNER OF THE BASE OF THE SOUTHEAST LEG OF DERRICK OF THE BANK
 DY0108'LINE OIL CO. WELL NO. 2, 8.1 FEET NORTH OF THE NORTH CORNER OF
 DY0108'A SMALL METAL BUILDING HOUSING A LARGE MOTOR, 3.5 FEET SOUTH
 DY0108'OF POWER TRANSMISSION POLE 413810E, 0.6 FOOT UNDERGROUND, AND SET
 DY0108'IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THROUGH A
 DY0108'6-INCH TIN PIPE.
 DY0108
 DY0108                          STATION RECOVERY (1964)
 DY0108
 DY0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0231 ***********************************************************************
 KS0231  DESIGNATION -  7204.1
 KS0231  PID         -  KS0231
 KS0231  STATE/COUNTY-  CA/PLACER
 KS0231  USGS QUAD   -  ROYAL GORGE (1979)
 KS0231
 KS0231                         *CURRENT SURVEY CONTROL
 KS0231  ___________________________________________________________________
 KS0231* NAD 83(1986)-  39 11 13.     (N)    120 25 15.     (W)     SCALED    
 KS0231* NAVD 88     -      2196.91   (+/-2cm)    7207.7    (feet)  VERTCON   
 KS0231  ___________________________________________________________________
 KS0231  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 KS0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KS0231
 KS0231.The horizontal coordinates were scaled from a topographic map and have
 KS0231.an estimated accuracy of +/- 6 seconds.
 KS0231
 KS0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0231.The vertical order pertains to the NGVD 29 superseded value.
 KS0231
 KS0231.The geoid height was determined by GEOID03.
 KS0231
 KS0231;                    North         East    Units  Estimated Accuracy
 KS0231;SPC CA 2     -   669,950.    2,136,420.      MT  (+/- 180 meters Scaled)
 KS0231
 KS0231                          SUPERSEDED SURVEY CONTROL
 KS0231
 KS0231  NGVD 29 (??/??/??) 2195.779  (m)         7203.98   (f) ADJUSTED    2 0
 KS0231
 KS0231.Superseded values are not recommended for survey control.
 KS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0231.See file dsdata.txt to determine how the superseded data were derived.
 KS0231
 KS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ227406(NAD 83)
 KS0231_MARKER: N = NAIL
 KS0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0231_SP_SET: TREE
 KS0231_MARK LOGO: USGS  
 KS0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0231
 KS0231  HISTORY     - Date     Condition        Report By
 KS0231  HISTORY     - UNK      MONUMENTED       USGS
 KS0231  HISTORY     - 1952     GOOD             CGS
 KS0231
 KS0231                          STATION DESCRIPTION
 KS0231
 KS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KS0231'20.6 MI SW FROM SODA SPRINGS.
 KS0231'0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KS0231'AT SODA SPRINGS, THENCE 20.35 MILES SOUTHWEST ALONG THE SODA
 KS0231'SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF A 20-INCH
 KS0231'FIR TREE, 10.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 KS0231'ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A WHITE PAINTED
 KS0231'BOARD NAILED TO THE TREE CONTAINING THE LETTERS AND NUMBERS
 KS0231'USBM 7204.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1521 ***********************************************************************
 LU1521  DESIGNATION -  721.55 USBPR
 LU1521  PID         -  LU1521
 LU1521  STATE/COUNTY-  CA/HUMBOLDT
 LU1521  USGS QUAD   -  SALYER (1979)
 LU1521
 LU1521                         *CURRENT SURVEY CONTROL
 LU1521  ___________________________________________________________________
 LU1521* NAD 83(1986)-  40 59 58.     (N)    123 37 30.     (W)     SCALED    
 LU1521* NAVD 88     -       220.856  (meters)     724.59   (feet)  ADJUSTED  
 LU1521  ___________________________________________________________________
 LU1521  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 LU1521  DYNAMIC HT  -         220.744 (meters)     724.22  (feet)  COMP
 LU1521  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 LU1521
 LU1521  VERT ORDER  -  SECOND    CLASS 0
 LU1521
 LU1521.The horizontal coordinates were scaled from a topographic map and have
 LU1521.an estimated accuracy of +/- 6 seconds.
 LU1521
 LU1521.The orthometric height was determined by differential leveling
 LU1521.and adjusted in June 1991.
 LU1521
 LU1521.The geoid height was determined by GEOID03.
 LU1521
 LU1521.The dynamic height is computed by dividing the NAVD 88
 LU1521.geopotential number by the normal gravity value computed on the
 LU1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1521.degrees latitude (g = 980.6199 gals.).
 LU1521
 LU1521.The modeled gravity was interpolated from observed gravity values.
 LU1521
 LU1521;                    North         East    Units  Estimated Accuracy
 LU1521;SPC CA 1     -   686,270.    1,863,300.      MT  (+/- 180 meters Scaled)
 LU1521
 LU1521                          SUPERSEDED SURVEY CONTROL
 LU1521
 LU1521  NGVD 29 (??/??/92)  219.823  (m)          721.20   (f) ADJ UNCH    2 0
 LU1521
 LU1521.Superseded values are not recommended for survey control.
 LU1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1521.See file dsdata.txt to determine how the superseded data were derived.
 LU1521
 LU1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL474388(NAD 83)
 LU1521_MARKER: N = NAIL
 LU1521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1521_SP_SET: TREE
 LU1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1521
 LU1521  HISTORY     - Date     Condition        Report By
 LU1521  HISTORY     - UNK      MONUMENTED       BPR
 LU1521  HISTORY     - 1935     GOOD             NGS
 LU1521
 LU1521                          STATION DESCRIPTION
 LU1521
 LU1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LU1521'4.4 MI N FROM WILLOW CREEK.
 LU1521'4.4 MILES NORTH ALONG STATE HIGHWAY 96 FROM WILLOW CREEK, HUMBOLDT
 LU1521'COUNTY, AT HIGHWAY STATION 286+00 ON THE OLD ROUTE OF THE
 LU1521'HIGHWAY, AT THE NORTH EDGE OF THE OLD HIGHWAY, AT A FIR TREE TO
 LU1521'WHICH IS NAILED A STAKE BEARING THE INSTRIPTION PBM 27 ELEV
 LU1521'271.55, AND ABOUT 3 FEET ABOVE THE GROUND.  A NAIL IN A FIR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1137 ***********************************************************************
 DC1137  DESIGNATION -  722.2 USGS
 DC1137  PID         -  DC1137
 DC1137  STATE/COUNTY-  CA/SAN DIEGO
 DC1137  USGS QUAD   -  POWAY (1975)
 DC1137
 DC1137                         *CURRENT SURVEY CONTROL
 DC1137  ___________________________________________________________________
 DC1137* NAD 83(1986)-  32 55 30.     (N)    117 03 22.     (W)     SCALED    
 DC1137* NAVD 88     -       220.76   (+/-2cm)     724.3    (feet)  VERTCON   
 DC1137  ___________________________________________________________________
 DC1137  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DC1137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1137
 DC1137.The horizontal coordinates were scaled from a topographic map and have
 DC1137.an estimated accuracy of +/- 6 seconds.
 DC1137
 DC1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1137.The vertical order pertains to the NGVD 29 superseded value.
 DC1137
 DC1137.The geoid height was determined by GEOID03.
 DC1137
 DC1137;                    North         East    Units  Estimated Accuracy
 DC1137;SPC CA 6     -   584,390.    1,924,610.      MT  (+/- 180 meters Scaled)
 DC1137
 DC1137                          SUPERSEDED SURVEY CONTROL
 DC1137
 DC1137  NGVD 29 (??/??/??)  220.110  (m)          722.14   (f) ADJUSTED    2 0
 DC1137
 DC1137.Superseded values are not recommended for survey control.
 DC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1137.See file dsdata.txt to determine how the superseded data were derived.
 DC1137
 DC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS947429(NAD 83)
 DC1137_MARKER: Q = CHISELED SQUARE
 DC1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1137_SP_SET: CULVERT
 DC1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1137
 DC1137  HISTORY     - Date     Condition        Report By
 DC1137  HISTORY     - UNK      MONUMENTED       USGS
 DC1137  HISTORY     - 1955     GOOD             NGS
 DC1137
 DC1137                          STATION DESCRIPTION
 DC1137
 DC1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1137'1.4 MI S FROM POWAY PARK GROVE.
 DC1137'1.4 MILES SOUTH ALONG POMERADO ROAD (OLD U.S. HIGHWAY 395) FROM
 DC1137'BIGSTON LODGE AT POWAY PARK GROVE, ON THE INSIDE OF A CURVE, AT
 DC1137'A 12-INCH CORRUGATED METAL PIPE CULVERT, ON THE TOP OF THE WEST
 DC1137'U SHAPED CONCRETE HEAD WALL, 18.0 FEET WEST OF THE CENTER LINE
 DC1137'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4219 ***********************************************************************
 JS4219  DESIGNATION -  723 A NEAR STA KING USE
 JS4219  PID         -  JS4219
 JS4219  STATE/COUNTY-  CA/SAN JOAQUIN
 JS4219  USGS QUAD   -  TERMINOUS (1993)
 JS4219
 JS4219                         *CURRENT SURVEY CONTROL
 JS4219  ___________________________________________________________________
 JS4219* NAD 83(1992)-  38 02 22.97545(N)    121 26 47.08004(W)     ADJUSTED  
 JS4219* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JS4219  ___________________________________________________________________
 JS4219  EPOCH DATE  -        1991.35
 JS4219  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 JS4219  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JS4219  HORZ ORDER  -  THIRD
 JS4219
 JS4219.The horizontal coordinates were established by classical geodetic methods
 JS4219.and adjusted by the National Geodetic Survey in March 1994.
 JS4219.The horizontal coordinates are valid at the epoch date displayed above.
 JS4219.The epoch date for horizontal control is a decimal equivalence
 JS4219.of Year/Month/Day.
 JS4219
 JS4219.The orthometric height was scaled from a topographic map.
 JS4219
 JS4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4219
 JS4219.The geoid height was determined by GEOID03.
 JS4219
 JS4219;                    North         East     Units Scale Factor Converg.
 JS4219;SPC CA 3     -   671,300.848 1,916,925.481   MT  0.99994183   -0 34 45.9
 JS4219;SPC CA 3     - 2,202,426.20  6,289,113.02   sFT  0.99994183   -0 34 45.9
 JS4219;UTM  10      - 4,211,360.654   636,331.419   MT  0.99982891   +0 57 26.9
 JS4219
 JS4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4219!SPC CA 3     -   1.00000459  x   0.99994183  =   0.99994642
 JS4219!UTM  10      -   1.00000459  x   0.99982891  =   0.99983350
 JS4219
 JS4219|---------------------------------------------------------------------|
 JS4219| PID    Reference Object                     Distance      Geod. Az  |
 JS4219|                                                           dddmmss.s |
 JS4219| JS4216 KING USE 1932                        16.398 METERS 10446     |
 JS4219| HS4795 BLACK SLOUGH LANDING WOOD TWR       APPROX. 5.2 KM 1554103.2 |
 JS4219| HS4814 BLACK SLOUGH LANDING STEEL TWR      APPROX. 5.5 KM 1572852.9 |
 JS4219| JS4217 RINDGE TRACT CAMP 11 STACK          APPROX. 3.4 KM 1723334.5 |
 JS4219| JS4346 MEDFORD ISLAND STEEL PWR POLE       APPROX. 5.6 KM 2554258.0 |
 JS4219| JS4229 HONKER CUT S END S STEEL POLE       APPROX. 1.8 KM 3151118.9 |
 JS4219|---------------------------------------------------------------------|
 JS4219
 JS4219                          SUPERSEDED SURVEY CONTROL
 JS4219
 JS4219  NAD 83(1986)-  38 02 22.96969(N)    121 26 47.08463(W) AD(1984.00) 3
 JS4219  NAD 27      -  38 02 23.26400(N)    121 26 43.27900(W) AD(       ) 3
 JS4219
 JS4219.Superseded values are not recommended for survey control.
 JS4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4219.See file dsdata.txt to determine how the superseded data were derived.
 JS4219
 JS4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3633111361(NAD 83)
 JS4219
 JS4219  HISTORY     - Date     Condition        Report By
 JS4219  HISTORY     - 1933     MONUMENTED       CGS
 JS4219
 JS4219                          STATION DESCRIPTION
 JS4219
 JS4219'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JS4219'SEE STATION KING (USE)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5317 ***********************************************************************
 HS5317  DESIGNATION -  723.10=285
 HS5317  PID         -  HS5317
 HS5317  STATE/COUNTY-  CA/SANTA CRUZ
 HS5317  USGS QUAD   -  LAUREL (1994)
 HS5317
 HS5317                         *CURRENT SURVEY CONTROL
 HS5317  ___________________________________________________________________
 HS5317* NAD 83(1986)-  37 03 21.     (N)    121 59 51.     (W)     SCALED    
 HS5317* NAVD 88     -       221.514  (meters)     726.75   (feet)  ADJUSTED  
 HS5317  ___________________________________________________________________
 HS5317  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HS5317  DYNAMIC HT  -         221.351 (meters)     726.22  (feet)  COMP
 HS5317  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 HS5317
 HS5317  VERT ORDER  -  FIRST     CLASS II
 HS5317
 HS5317.The horizontal coordinates were scaled from a topographic map and have
 HS5317.an estimated accuracy of +/- 6 seconds.
 HS5317
 HS5317.The orthometric height was determined by differential leveling
 HS5317.and adjusted in February 1993.
 HS5317
 HS5317.The geoid height was determined by GEOID03.
 HS5317
 HS5317.The dynamic height is computed by dividing the NAVD 88
 HS5317.geopotential number by the normal gravity value computed on the
 HS5317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5317.degrees latitude (g = 980.6199 gals.).
 HS5317
 HS5317.The modeled gravity was interpolated from observed gravity values.
 HS5317
 HS5317;                    North         East    Units  Estimated Accuracy
 HS5317;SPC CA 3     -   562,750.    1,866,810.      MT  (+/- 180 meters Scaled)
 HS5317
 HS5317                          SUPERSEDED SURVEY CONTROL
 HS5317
 HS5317  NGVD 29 (10/21/93)  220.677  (m)          724.00   (f) ADJUSTED    1 2
 HS5317
 HS5317.Superseded values are not recommended for survey control.
 HS5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5317.See file dsdata.txt to determine how the superseded data were derived.
 HS5317
 HS5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG891015(NAD 83)
 HS5317_MARKER: DD = SURVEY DISK
 HS5317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS5317_SP_SET: HEADWALL
 HS5317_STAMPING: 723.10
 HS5317_MARK LOGO: CA-087
 HS5317_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5317+STABILITY: SURFACE MOTION
 HS5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5317+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1990
 HS5317
 HS5317  HISTORY     - Date     Condition        Report By
 HS5317  HISTORY     - UNK      MONUMENTED       CA-087
 HS5317  HISTORY     - 19900423 GOOD             NGS
 HS5317
 HS5317                          STATION DESCRIPTION
 HS5317
 HS5317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5317'5.25 KM (3.26 MI) NORTHERLY ALONG SOQUEL SAN JOSE ROAD FROM ITS
 HS5317'INTERSECTION WITH SOQUEL DRIVE IN SOQUEL, THENCE 3.8 KM (2.4 MI)
 HS5317'NORTHERLY ALONG LAUREL GLEN ROAD, THENCE 1.4 KM (0.9 MI) WESTERLY
 HS5317'ALONG MOUNTAIN VIEW ROAD, THENCE 4.87 KM (3.03 MI) SOUTHERLY ALONG
 HS5317'BRANCIFORTE DRIVE, THENCE 4.5 KM (2.8 MI) NORTHERLY ALONG GRANITE
 HS5317'CREEK ROAD, SET IN TOP OF AND 1.1 M (3.6 FT) WEST OF THE EAST END OF
 HS5317'THE HEADWALL OF A CULVERT, 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF
 HS5317'THE ROAD, 2.9 M (9.5 FT) WEST OF THE CENTERLINE OF A ROAD LEADING
 HS5317'NORTHERLY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0488 ***********************************************************************
 FV0488  DESIGNATION -  724.9 USGS
 FV0488  PID         -  FV0488
 FV0488  STATE/COUNTY-  CA/KERN
 FV0488  USGS QUAD   -  SAWTOOTH RIDGE (1994)
 FV0488
 FV0488                         *CURRENT SURVEY CONTROL
 FV0488  ___________________________________________________________________
 FV0488* NAD 83(1986)-  35 38 27.     (N)    120 01 09.     (W)     SCALED    
 FV0488* NAVD 88     -       221.80   (+/-2cm)     727.7    (feet)  VERTCON   
 FV0488  ___________________________________________________________________
 FV0488  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 FV0488  VERT ORDER  -  THIRD (See Below)
 FV0488
 FV0488.The horizontal coordinates were scaled from a topographic map and have
 FV0488.an estimated accuracy of +/- 6 seconds.
 FV0488
 FV0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0488.The vertical order pertains to the NGVD 29 superseded value.
 FV0488
 FV0488.The geoid height was determined by GEOID03.
 FV0488
 FV0488;                    North         East    Units  Estimated Accuracy
 FV0488;SPC CA 5     -   739,320.    1,817,130.      MT  (+/- 180 meters Scaled)
 FV0488
 FV0488                          SUPERSEDED SURVEY CONTROL
 FV0488
 FV0488  NGVD 29 (??/??/??)  220.91   (m)          724.8    (f) RESET       3  
 FV0488
 FV0488.Superseded values are not recommended for survey control.
 FV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0488.See file dsdata.txt to determine how the superseded data were derived.
 FV0488
 FV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE699482(NAD 83)
 FV0488_MARKER: Z = SEE DESCRIPTION
 FV0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0488+STABILITY: SURFACE MOTION
 FV0488
 FV0488  HISTORY     - Date     Condition        Report By
 FV0488  HISTORY     - UNK      MONUMENTED       USGS
 FV0488  HISTORY     - 1935     GOOD             NGS
 FV0488  HISTORY     - 19900325 MARK NOT FOUND   USGS
 FV0488
 FV0488                          STATION DESCRIPTION
 FV0488
 FV0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0488'4.1 MI E FROM KECKS CORNER.
 FV0488'4.1 MI. E. ALONG STATE ROUTE NO. 33 FROM INTERSECTION OF STATE
 FV0488'ROUTE NO. 33 AND ROAD TO HANDFORD.  ALONG THE RIGHT OF WAY
 FV0488'OF STATE ROUTE NO. 33 (PASO ROBLES TO FAMOSA), 88 FEET SOUTH
 FV0488'OF CENTER LINE OF HIGHWAY, AND 31 FEET SOUTH OF RIGHT OF WAY
 FV0488'FENCE IN LINE WITH NORTH AND SOUTH PASTURE FENCE.  BRASS SCREW
 FV0488'SET ON TOP OF 3 IN X 4 IN WOODEN POST.
 FV0488
 FV0488                          STATION RECOVERY (1990)
 FV0488
 FV0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JMV)
 FV0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4619 ***********************************************************************
 EW4619  DESIGNATION -  725 C 65 CADH
 EW4619  PID         -  EW4619
 EW4619  STATE/COUNTY-  CA/VENTURA
 EW4619  USGS QUAD   -  MOORPARK (1974)
 EW4619
 EW4619                         *CURRENT SURVEY CONTROL
 EW4619  ___________________________________________________________________
 EW4619* NAD 83(1986)-  34 18 54.     (N)    118 54 06.     (W)     SCALED    
 EW4619* NAVD 88     -       265.20   (+/-2cm)     870.1    (feet)  VERTCON   
 EW4619  ___________________________________________________________________
 EW4619  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW4619  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4619
 EW4619.The horizontal coordinates were scaled from a topographic map and have
 EW4619.an estimated accuracy of +/- 6 seconds.
 EW4619
 EW4619.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4619.The vertical order pertains to the NGVD 29 superseded value.
 EW4619
 EW4619.The geoid height was determined by GEOID03.
 EW4619
 EW4619;                    North         East    Units  Estimated Accuracy
 EW4619;SPC CA 5     -   590,780.    1,917,010.      MT  (+/- 180 meters Scaled)
 EW4619
 EW4619                          SUPERSEDED SURVEY CONTROL
 EW4619
 EW4619  NGVD 29 (??/??/92)  264.40   (m)          867.5    (f) COMPUTED    1 2
 EW4619
 EW4619.Superseded values are not recommended for survey control.
 EW4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4619.See file dsdata.txt to determine how the superseded data were derived.
 EW4619
 EW4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT250987(NAD 83)
 EW4619
 EW4619  HISTORY     - Date     Condition        Report By
 EW4619  HISTORY     - UNK      MONUMENTED       CADH
 EW4619  HISTORY     - 1965     GOOD
 EW4619  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW4619
 EW4619                          STATION DESCRIPTION
 EW4619
 EW4619'DESCRIBED 1965
 EW4619'3.5 MI N FROM MOORPARK.
 EW4619'3.5 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4619'23 AND 118 AT MOORPARK. AT THE INTERSECTION OF HIGHWAY 23 AND
 EW4619'BROADWAY, 1.5 FEET FROM THE EDGE OF PAVEMENT. A RAMSET NAIL,
 EW4619'WASHER AND BATHEY CAP, MARKED STATE OF CALIFORNIA-DIVISION
 EW4619'OF HIGHWAYS.
 EW4619
 EW4619                          STATION RECOVERY (1977)
 EW4619
 EW4619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4619'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0405 ***********************************************************************
 KT0405  DESIGNATION -  725 USGS
 KT0405  PID         -  KT0405
 KT0405  STATE/COUNTY-  CA/COLUSA
 KT0405  USGS QUAD   -  SALT CANYON (1987)
 KT0405
 KT0405                         *CURRENT SURVEY CONTROL
 KT0405  ___________________________________________________________________
 KT0405* NAD 83(1986)-  39 04 53.     (N)    122 20 49.     (W)     SCALED    
 KT0405* NAVD 88     -       221.85   (+/-2cm)     727.9    (feet)  VERTCON   
 KT0405  ___________________________________________________________________
 KT0405  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 KT0405  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0405
 KT0405.The horizontal coordinates were scaled from a topographic map and have
 KT0405.an estimated accuracy of +/- 6 seconds.
 KT0405
 KT0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0405.The vertical order pertains to the NGVD 29 superseded value.
 KT0405
 KT0405.The geoid height was determined by GEOID03.
 KT0405
 KT0405;                    North         East    Units  Estimated Accuracy
 KT0405;SPC CA 2     -   657,100.    1,969,980.      MT  (+/- 180 meters Scaled)
 KT0405
 KT0405                          SUPERSEDED SURVEY CONTROL
 KT0405
 KT0405  NGVD 29 (??/??/92)  221.028  (m)          725.16   (f) ADJ UNCH    1 2
 KT0405
 KT0405.Superseded values are not recommended for survey control.
 KT0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0405.See file dsdata.txt to determine how the superseded data were derived.
 KT0405
 KT0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ564260(NAD 83)
 KT0405_MARKER: Q = CHISELED SQUARE
 KT0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0405_SP_SET: CULVERT
 KT0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0405
 KT0405  HISTORY     - Date     Condition        Report By
 KT0405  HISTORY     - UNK      MONUMENTED       USGS
 KT0405  HISTORY     - 1967     GOOD             NGS
 KT0405
 KT0405                          STATION DESCRIPTION
 KT0405
 KT0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0405'13 MI W FROM WILLIAMS.
 KT0405'13.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT
 KT0405'WILLIAMS, DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTH END OF A
 KT0405'PULL-OUT, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL
 KT0405'OF AN 18-INCH PIPE CULVERT, 18 1/2 FEET EAST OF THE CENTER LINE
 KT0405'OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0491 ***********************************************************************
 DC0491  DESIGNATION -  725.8 USGS
 DC0491  PID         -  DC0491
 DC0491  STATE/COUNTY-  CA/SAN DIEGO
 DC0491  USGS QUAD   -  ALPINE (1988)
 DC0491
 DC0491                         *CURRENT SURVEY CONTROL
 DC0491  ___________________________________________________________________
 DC0491* NAD 83(1986)-  32 47 28.     (N)    116 50 00.     (W)     SCALED    
 DC0491* NAVD 88     -       221.75   (+/-2cm)     727.5    (feet)  VERTCON   
 DC0491  ___________________________________________________________________
 DC0491  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DC0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0491
 DC0491.The horizontal coordinates were scaled from a topographic map and have
 DC0491.an estimated accuracy of +/- 6 seconds.
 DC0491
 DC0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0491.The vertical order pertains to the NGVD 29 superseded value.
 DC0491
 DC0491.The geoid height was determined by GEOID03.
 DC0491
 DC0491;                    North         East    Units  Estimated Accuracy
 DC0491;SPC CA 6     -   569,410.    1,945,360.      MT  (+/- 180 meters Scaled)
 DC0491
 DC0491                          SUPERSEDED SURVEY CONTROL
 DC0491
 DC0491  NGVD 29 (??/??/??)  221.100  (m)          725.39   (f) ADJUSTED    2 0
 DC0491
 DC0491.Superseded values are not recommended for survey control.
 DC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0491.See file dsdata.txt to determine how the superseded data were derived.
 DC0491
 DC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS156281(NAD 83)
 DC0491_MARKER: N = NAIL
 DC0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0491_SP_SET: PEPPER TREE
 DC0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0491
 DC0491  HISTORY     - Date     Condition        Report By
 DC0491  HISTORY     - UNK      MONUMENTED       USGS
 DC0491  HISTORY     - 1944     GOOD             NGS
 DC0491  HISTORY     - 1955     MARK NOT FOUND   USGS
 DC0491
 DC0491                          STATION DESCRIPTION
 DC0491
 DC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0491'0.7 MI NE FROM DEHESA.
 DC0491'0.7 MILE NORTHEAST ALONG THE GRADED ROAD LEADING TO ALPINE FROM
 DC0491'THE INTERSECTION OF THE ALPINE ROAD AND THE HARBISON CANYON ROAD
 DC0491'AT DEHESA, AT THE SUMMIT OF A HILL, IN THE SOUTHWEST ROOT OF A
 DC0491'LARGE PROMINENT PEPPER TREE, 32 FEET NORTH OF THE CENTER-LINE
 DC0491'OF THE ALPINE ROAD, 30 FEET EAST OF THE CENTER-LINE OF THE PRIVATE
 DC0491'ROAD LEADING NORTH TO SMALL FARM HOUSE.  A U.S.G.S. COPPER NAIL AND
 DC0491'WASHER.
 DC0491
 DC0491                          STATION RECOVERY (1955)
 DC0491
 DC0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DC0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3446 ***********************************************************************
 EW3446  DESIGNATION -  727+51.15 BC CAHD
 EW3446  PID         -  EW3446
 EW3446  STATE/COUNTY-  CA/LOS ANGELES
 EW3446  USGS QUAD   -  FRAZIER MTN (1991)
 EW3446
 EW3446                         *CURRENT SURVEY CONTROL
 EW3446  ___________________________________________________________________
 EW3446* NAD 83(1986)-  34 48 25.     (N)    118 52 59.     (W)     SCALED    
 EW3446* NAVD 88     -      1236.75   (+/-2cm)    4057.6    (feet)  VERTCON   
 EW3446  ___________________________________________________________________
 EW3446  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EW3446  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3446
 EW3446.The horizontal coordinates were scaled from a topographic map and have
 EW3446.an estimated accuracy of +/- 6 seconds.
 EW3446
 EW3446.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3446.The vertical order pertains to the NGVD 29 superseded value.
 EW3446
 EW3446.The geoid height was determined by GEOID03.
 EW3446
 EW3446;                    North         East    Units  Estimated Accuracy
 EW3446;SPC CA 5     -   645,330.    1,919,210.      MT  (+/- 180 meters Scaled)
 EW3446
 EW3446                          SUPERSEDED SURVEY CONTROL
 EW3446
 EW3446  NGVD 29 (??/??/92) 1235.84   (m)         4054.6    (f) COMPUTED    1 1
 EW3446
 EW3446.Superseded values are not recommended for survey control.
 EW3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3446.See file dsdata.txt to determine how the superseded data were derived.
 EW3446
 EW3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU277532(NAD 83)
 EW3446_MARKER: DD = SURVEY DISK
 EW3446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3446_STAMPING: 727+51.15
 EW3446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3446+STABILITY: SURFACE MOTION
 EW3446
 EW3446  HISTORY     - Date     Condition        Report By
 EW3446  HISTORY     - UNK      MONUMENTED       CADH
 EW3446  HISTORY     - 1971     GOOD             NGS
 EW3446  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW3446
 EW3446                          STATION DESCRIPTION
 EW3446
 EW3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3446'2.3 MI W FROM GORMAN.
 EW3446'2.3 MILES WEST ALONG PEACE VALLEY ROAD FROM THE JUNCTION OF
 EW3446'GORMAN SCHOOL ROAD AT GORMAN, BETWEEN THE LANES OF THE ROAD,
 EW3446'24 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LANES,
 EW3446'24 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LANES,
 EW3446'2.0 FEET SOUTH OF THE EAST CORNER OF A CONCRETE CATCH BASIN,
 EW3446'2.0 FEET EAST OF THE SOUTH CORNER OF THE CATCH BASIN, 3.9 FEET
 EW3446'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 EW3446'OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 3, T 19 W,
 EW3446'R 8 N.
 EW3446
 EW3446                          STATION RECOVERY (1978)
 EW3446
 EW3446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1665 ***********************************************************************
 JT1665  DESIGNATION -  73 1
 JT1665  PID         -  JT1665
 JT1665  STATE/COUNTY-  CA/NAPA
 JT1665  USGS QUAD   -  NAPA (1980)
 JT1665
 JT1665                         *CURRENT SURVEY CONTROL
 JT1665  ___________________________________________________________________
 JT1665* NAD 83(1986)-  38 19 03.     (N)    122 19 38.     (W)     SCALED    
 JT1665* NAVD 88     -        37.36   (+/-2cm)     122.6    (feet)  VERTCON   
 JT1665  ___________________________________________________________________
 JT1665  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1665  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1665
 JT1665.The horizontal coordinates were scaled from a topographic map and have
 JT1665.an estimated accuracy of +/- 6 seconds.
 JT1665
 JT1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1665.The vertical order pertains to the NGVD 29 superseded value.
 JT1665
 JT1665.The geoid height was determined by GEOID03.
 JT1665
 JT1665;                    North         East    Units  Estimated Accuracy
 JT1665;SPC CA 2     -   572,300.    1,971,380.      MT  (+/- 180 meters Scaled)
 JT1665
 JT1665                          SUPERSEDED SURVEY CONTROL
 JT1665
 JT1665  NGVD 29 (??/??/92)   36.562  (m)          119.95   (f) ADJ UNCH    1 1
 JT1665
 JT1665.Superseded values are not recommended for survey control.
 JT1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1665.See file dsdata.txt to determine how the superseded data were derived.
 JT1665
 JT1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588412(NAD 83)
 JT1665_MARKER: DD = SURVEY DISK
 JT1665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1665_SP_SET: MASSIVE STRUCTURE
 JT1665_MARK LOGO: CA2330
 JT1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1665
 JT1665  HISTORY     - Date     Condition        Report By
 JT1665  HISTORY     - 1971     MONUMENTED       CA2330
 JT1665
 JT1665                          STATION DESCRIPTION
 JT1665
 JT1665'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1665'ALONG REDWOOD ROAD, WEST ON RY CREEK ROAD, SOUTHEAST CORNER OF BRIDGE,
 JT1665'A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0614 ***********************************************************************
 DY0614  DESIGNATION -  73 1 B LACFCD
 DY0614  PID         -  DY0614
 DY0614  STATE/COUNTY-  CA/LOS ANGELES
 DY0614  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0614
 DY0614                         *CURRENT SURVEY CONTROL
 DY0614  ___________________________________________________________________
 DY0614* NAD 83(1986)-  33 46 27.     (N)    118 05 56.     (W)     SCALED    
 DY0614* NAVD 88     -         7.97   (+/-2cm)      26.1    (feet)  VERTCON   
 DY0614  ___________________________________________________________________
 DY0614  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY0614  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0614
 DY0614.The horizontal coordinates were scaled from a topographic map and have
 DY0614.an estimated accuracy of +/- 6 seconds.
 DY0614
 DY0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0614.The vertical order pertains to the NGVD 29 superseded value.
 DY0614
 DY0614.The geoid height was determined by GEOID03.
 DY0614
 DY0614;                    North         East    Units  Estimated Accuracy
 DY0614;SPC CA 5     -   530,420.    1,990,840.      MT  (+/- 180 meters Scaled)
 DY0614
 DY0614                          SUPERSEDED SURVEY CONTROL
 DY0614
 DY0614  NGVD 29 (??/??/92)    7.235  (m)           23.74   (f) ADJ UNCH    1 2
 DY0614
 DY0614.Superseded values are not recommended for survey control.
 DY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0614.See file dsdata.txt to determine how the superseded data were derived.
 DY0614
 DY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT982376(NAD 83)
 DY0614_MARKER: DD = SURVEY DISK
 DY0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0614_SP_SET: CURB
 DY0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0614
 DY0614  HISTORY     - Date     Condition        Report By
 DY0614  HISTORY     - UNK      MONUMENTED       CA-037
 DY0614  HISTORY     - 1955     GOOD             NGS
 DY0614  HISTORY     - 1961     GOOD             NGS
 DY0614
 DY0614                          STATION DESCRIPTION
 DY0614
 DY0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0614'1.2 MI E FROM LONG BEACH.
 DY0614'1.2 MILES EAST ALONG STATE HIGHWAY 22 (SEVENTH STREET) FROM THE
 DY0614'SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION HOSPITAL
 DY0614'AT LONG BEACH, NEAR THE END OF SEVENTH STREET AND THE BEGINNING
 DY0614'OF GARDEN GROVE AVENUE, IN THE TOP OF THE WEST END OF THE NORTH
 DY0614'CONCRETE CURB, 14.0 FEET NORTH OF THE CENTER LINE OF THE STREET,
 DY0614'0.7 FOOT SOUTH OF THE SOUTH FACE OF THE NORTH CONCRETE GUARDRAIL,
 DY0614'ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND MARKED BY THE ORANGE
 DY0614'PAINTED LETTERS AND NUMBERS B.M. 73-1B.  NOTE-- MARK IS IN THE
 DY0614'NORTHWEST END OF THE WEST BOUND TRAFFIC BRIDGE OVER SAN GABRIEL
 DY0614'RIVER.
 DY0614
 DY0614                          STATION RECOVERY (1961)
 DY0614
 DY0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0613 ***********************************************************************
 DY0613  DESIGNATION -  73 1 LACFCD
 DY0613  PID         -  DY0613
 DY0613  STATE/COUNTY-  CA/ORANGE
 DY0613  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0613
 DY0613                         *CURRENT SURVEY CONTROL
 DY0613  ___________________________________________________________________
 DY0613* NAD 83(1986)-  33 46 28.     (N)    118 05 49.     (W)     SCALED    
 DY0613* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 DY0613  ___________________________________________________________________
 DY0613  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 DY0613  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0613
 DY0613.The horizontal coordinates were scaled from a topographic map and have
 DY0613.an estimated accuracy of +/- 6 seconds.
 DY0613
 DY0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0613.The vertical order pertains to the NGVD 29 superseded value.
 DY0613
 DY0613.The geoid height was determined by GEOID03.
 DY0613
 DY0613;                    North         East    Units  Estimated Accuracy
 DY0613;SPC CA 6     -   679,830.    1,828,930.      MT  (+/- 180 meters Scaled)
 DY0613
 DY0613                          SUPERSEDED SURVEY CONTROL
 DY0613
 DY0613  NGVD 29 (??/??/92)    2.848  (m)            9.34   (f) ADJ UNCH    1 2
 DY0613
 DY0613.Superseded values are not recommended for survey control.
 DY0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0613.See file dsdata.txt to determine how the superseded data were derived.
 DY0613
 DY0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT984376(NAD 83)
 DY0613_MARKER: Z = SEE DESCRIPTION
 DY0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0613_SP_SET: CONCRETE FOUNDATION
 DY0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0613
 DY0613  HISTORY     - Date     Condition        Report By
 DY0613  HISTORY     - UNK      MONUMENTED       CA-037
 DY0613  HISTORY     - 1955     GOOD             NGS
 DY0613  HISTORY     - 1961     MARK NOT FOUND   NGS
 DY0613
 DY0613                          STATION DESCRIPTION
 DY0613
 DY0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0613'1.3 MI E FROM LONG BEACH.
 DY0613'1.3 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE AVENUE) FROM
 DY0613'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION
 DY0613'HOSPITAL AT LONG BEACH, AT THE FIRST STEEL POWER LINE TOWER
 DY0613'(SB/F2 3S4 SB/A1) NORTH OF THE EAST END OF CONCRETE BRIDGE 53-302
 DY0613'OVER SAN GABRIEL RIVER, IN TOP OF THE SOUTHWEST CORNER OF THE
 DY0613'CONCRETE FOUNDATION FOR THE SOUTHWEST LEG, ABOUT 75 YARDS NORTH
 DY0613'OF THE CENTER LINE OF THE AVENUE, 0.5 FOOT SOUTHWEST OF THE LEG,
 DY0613'0.6 FOOT ABOVE THE GROUND, AND ABOUT 15 FEET LOWER THAN THE AVENUE.
 DY0613
 DY0613                          STATION RECOVERY (1961)
 DY0613
 DY0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3620 ***********************************************************************
 DX3620  DESIGNATION -  73 13
 DX3620  PID         -  DX3620
 DX3620  STATE/COUNTY-  CA/RIVERSIDE
 DX3620  USGS QUAD   -  TORO PEAK (1996)
 DX3620
 DX3620                         *CURRENT SURVEY CONTROL
 DX3620  ___________________________________________________________________
 DX3620* NAD 83(2007)-  33 36 43.76316(N)    116 27 31.63205(W)     ADJUSTED  
 DX3620* NAVD 88     -      1287.393  (meters)    4223.72   (feet)  ADJUSTED  
 DX3620  ___________________________________________________________________
 DX3620  EPOCH DATE  -        2007.00
 DX3620  X           -  -2,369,562.660 (meters)                     COMP
 DX3620  Y           -  -4,761,180.886 (meters)                     COMP
 DX3620  Z           -   3,511,396.162 (meters)                     COMP
 DX3620  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 DX3620  ELLIP HEIGHT-        1255.958 (meters)          (02/10/07) ADJUSTED
 DX3620  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 DX3620  DYNAMIC HT  -        1285.756 (meters)    4218.35  (feet)  COMP
 DX3620
 DX3620  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DX3620  Type    PID    Designation                      North   East  Ellip
 DX3620  -------------------------------------------------------------------
 DX3620  NETWORK DX3620 73 13                             3.19   5.59  10.68
 DX3620  -------------------------------------------------------------------
 DX3620  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 DX3620
 DX3620  VERT ORDER  -  FIRST     CLASS II
 DX3620
 DX3620.The horizontal coordinates were established by GPS observations
 DX3620.and adjusted by the National Geodetic Survey in February 2007.
 DX3620
 DX3620.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DX3620.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DX3620.The horizontal coordinates are valid at the epoch date displayed above.
 DX3620.The epoch date for horizontal control is a decimal equivalence
 DX3620.of Year/Month/Day.
 DX3620
 DX3620.The orthometric height was determined by differential leveling
 DX3620.and adjusted in July 2002.
 DX3620.No vertical observational check was made to the station.
 DX3620
 DX3620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DX3620
 DX3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX3620
 DX3620.The ellipsoidal height was determined by GPS observations
 DX3620.and is referenced to NAD 83.
 DX3620
 DX3620.The geoid height was determined by GEOID03.
 DX3620
 DX3620.The dynamic height is computed by dividing the NAVD 88
 DX3620.geopotential number by the normal gravity value computed on the
 DX3620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3620.degrees latitude (g = 980.6199 gals.).
 DX3620
 DX3620.The modeled gravity was interpolated from observed gravity values.
 DX3620
 DX3620;                    North         East     Units Scale Factor Converg.
 DX3620;SPC CA 6     -   660,329.503 1,980,624.741   MT  0.99996589   -0 06 53.0
 DX3620;SPC CA 6     - 2,166,431.04  6,498,099.67   sFT  0.99996589   -0 06 53.0
 DX3620;UTM  11      - 3,719,285.273   550,206.168   MT  0.99963107   +0 17 58.6
 DX3620
 DX3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX3620!SPC CA 6     -   0.99980287  x   0.99996589  =   0.99976876
 DX3620!UTM  11      -   0.99980287  x   0.99963107  =   0.99943401
 DX3620
 DX3620                          SUPERSEDED SURVEY CONTROL
 DX3620
 DX3620  NAD 83(1992)-  33 36 43.75044(N)    116 27 31.62269(W) AD(1991.35) 1
 DX3620  ELLIP H (06/24/96) 1255.998  (m)                       GP(1991.35) 4 1
 DX3620  NAD 83(1986)-  33 36 43.75443(N)    116 27 31.62778(W) AD(1984.00) 1
 DX3620  NGVD 29 (07/12/88) 1286.58   (m)         4221.1    (f) LEVELING    3  
 DX3620
 DX3620.Superseded values are not recommended for survey control.
 DX3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3620.See file dsdata.txt to determine how the superseded data were derived.
 DX3620
 DX3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT5020619285(NAD 83)
 DX3620_MARKER: DD = SURVEY DISK
 DX3620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3620_SP_SET: PEDESTAL
 DX3620_STAMPING: UCSB 73-13
 DX3620_MARK LOGO: NONE  
 DX3620_MAGNETIC: I = MARKER IS A STEEL ROD
 DX3620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3620+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1999
 DX3620
 DX3620  HISTORY     - Date     Condition        Report By
 DX3620  HISTORY     - UNK      MONUMENTED       UC
 DX3620  HISTORY     - 1986     GOOD             NGS
 DX3620  HISTORY     - 1986     GOOD             NGS
 DX3620  HISTORY     - 1987     GOOD             NGS
 DX3620  HISTORY     - 1988     GOOD             NGS
 DX3620  HISTORY     - 19990326 GOOD             NGS
 DX3620
 DX3620                          STATION DESCRIPTION
 DX3620
 DX3620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 DX3620'THE STATION WAS RECOVERED AT THIS DATE,
 DX3620'IN GOOD CONDITION.
 DX3620'
 DX3620'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI)
 DX3620'SOUTH-SOUTHWEST OF PALM DESERT AND INSIDE BUILDING MU (GRAVITY
 DX3620'VAULT) AT THE PINON FLAT GEOPHYSICAL OBSERVATORY.
 DX3620'OWNERSHIP--PINON FLAT OBSERVATORY, IGPP A-025, UNIVERSITY OF
 DX3620'CALIFORNIA, LA JOLLA CA 92093, PHONE 619-534-2019.
 DX3620'
 DX3620'TO REACH THE STATION FROM THE PINYON FLAT FIRE STATION WHICH IS
 DX3620'LOCATED ON STATE HIGHWAY 74 ABOUT 25.7 KM (16 MI) SOUTH-SOUTHWEST
 DX3620'OF PALM DESERT, GO WEST FOR 0.7 KM (0.45 MI) ON HIGHWAY 74 TO A
 DX3620'PAVED SIDE ROAD RIGHT, PINYON DR.
 DX3620'TURN RIGHT AND GO NORTH FOR 0.6 KM (0.4 MI) ON PINYON DR TO A POINT
 DX3620'WHERE THE PAVED ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD AND GO
 DX3620'NORTH THEN WEST FOR 1.1 KM (0.7 MI) ON A GRAVEL ROAD (PINYON DR) TO
 DX3620'A CROSSROAD, JERABOA ROAD.
 DX3620'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON JERABOA ROAD TO A
 DX3620'CROSSROAD.
 DX3620'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.7 KM (1.05 MI) ON
 DX3620'JERABOA ROAD TO A DIRT ROAD RIGHT AND ENTRANCE TO PINON FLAT
 DX3620'GEOPHYSICAL OBSERVATORY.
 DX3620'TURN RIGHT AND GO EAST FOR 0.2 KM (0.1 MI) ON THE DIRT ROAD TO
 DX3620'A POINT WHERE THE ROAD FORKS.  BEAR RIGHT AT FORK, THEN TURN LEFT
 DX3620'AND GO EAST FOR 0.1 KM (0.05 MI) ON A SAND ROAD (ON NORTH SIDE OF
 DX3620'THREE SMALL GREEN BUILDINGS) TO THE STATION ON THE RIGHT, INSIDE OF
 DX3620'BUILDING MU (GRAVITY VAULT).
 DX3620'
 DX3620'THE STATION IS A SURVEY DISK
 DX3620'STAMPED---UCSB 73-13---,
 DX3620'EPOXIED TO THE TOP OF THE NORTHWEST CORNER OF A SQUARE GRANITE
 DX3620'PEDESTAL 61 CM ON SIDE SET AT A DEPTH OF 3.08 METERS PROJECTING 61
 DX3620'CM ABOVE THE FLOOR OF THE GRAVITY VAULT.  THE PEDESTAL IS SETTING
 DX3620'ON AN IRREGULAR MASS OF CONCRETE.
 DX3620'
 DX3620'PINYON FLAT CONNECTIONS TO NETWORK, JUNE 1986.
 DX3620'
 DX3620'THIS STATION SUITABLE FOR GPS SURVEYS.
 DX3620'
 DX3620'DESCRIBED BY D.F. CALLAHAN.
 DX3620
 DX3620                          STATION RECOVERY (1986)
 DX3620
 DX3620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DX3620'26.8 KM (16.65 MI) ENE FROM ANZA.
 DX3620'9.67 KM (6.0 MI) EAST ALONG STATE HIGHWAY 371 FROM THE POST OFFICE IN
 DX3620'ANZA, THENCE 12.7 KM (7.9 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 74,
 DX3620'THENCE 2.1 KM (1.3 MI) NORTH ALONG PALM CANYON ROAD, THENCE 0.32 KM
 DX3620'(0.2 MI) EAST ALONG PINESMOKE ROAD, THENCE 1.7 KM (1.05 MI) NORTH
 DX3620'ALONG JARABOA ROAD, TO THE NORTHWEST CORNER OF THE PINYON FLAT
 DX3620'OBSERVATORY, THENCE 0.24 KM (0.14 MI) EAST ALONG A SAND ROAD, THRU THE
 DX3620'OBSERVATORY ENTRANCE TO A SMALL GREEN BUILDING, THE MU BUILDING, THE
 DX3620'EASTERNMOST OF THREE IDENTICAL BUILDINGS AND ABOUT 30-FEET SOUTHWEST
 DX3620'OF A LARGE A FRAME BUILDING.  BENCH MARK IS LOCATED INSIDE THE
 DX3620'BUILDING AND IS A SMALL BRASS DISK, ON THE SURFACE OF A 10 BY 2.5 FOOT
 DX3620'GRANITE BLOCK, 3-INCHES WEST AND 7.5-INCHES SOUTH OF THE NORTHWEST
 DX3620'CORNER.  NOTE--LEVEL ROD CAN BE SEEN THRU THE NORTHWEST ENTRANCE DOOR
 DX3620'OF THE BUILDING.  NOTE--MARK SET FOR OR BY THE UNIVERSITY OF
 DX3620'CALIFORNIA, SANTA BARBARA.
 DX3620
 DX3620                          STATION RECOVERY (1987)
 DX3620
 DX3620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DX3620'RECOVERED IN GOOD CONDITION.
 DX3620
 DX3620                          STATION RECOVERY (1988)
 DX3620
 DX3620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3620'RECOVERED IN GOOD CONDITION.
 DX3620
 DX3620                          STATION RECOVERY (1999)
 DX3620
 DX3620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 DX3620'26.0 KM (16.15 MI) SOUTHERLY ALONG STATE HIGHWAY 74 FROM THE JUNCTION
 DX3620'OF STATE HIGHWAY 111 IN PALM DESERT, THENCE 2.2 KM (1.35 MI) NORTHERLY
 DX3620'ALONG PINESMOKE ROAD, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG JERABOA
 DX3620'ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG WATERHORN VIEW, THENCE
 DX3620'0.3 KM (0.20 MI) NORTHERLY ALONG A SAND ROAD, THENCE 0.1 KM (0.05 MI)
 DX3620'EASTERLY ALONG A SAND ROAD ALONG THE SOUTH SIDE OF A PIPELINE, IN A 2
 DX3620'BY 2-FT CONCRETE PEDESTAL NEAR THE CENTER OF THE GRAVITY VAULT
 DX3620'(BUILDING MU) , 20.1 M (65.9 FT) NORTH OF THE ROAD CENTER, AND 1.7 M
 DX3620'(5.6 FT) SOUTHEAST OF THE CENTER OF A DOOR. NOTE--THE MONUMENT IS A
 DX3620'GRAVITY STATION.  THE MONUMENT IS ON PROPERTY OWNED BY THE SCRIPPS
 DX3620'INSTITUTION OF OCEANOGRAPHY, IGPP 0225, 9500 GILMAN DRIVE, LA JOLLA,
 DX3620'CA 92093-0225.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1580 ***********************************************************************
 JT1580  DESIGNATION -  73 2
 JT1580  PID         -  JT1580
 JT1580  STATE/COUNTY-  CA/NAPA
 JT1580  USGS QUAD   -  NAPA (1980)
 JT1580
 JT1580                         *CURRENT SURVEY CONTROL
 JT1580  ___________________________________________________________________
 JT1580* NAD 83(1986)-  38 18 54.     (N)    122 20 26.     (W)     SCALED    
 JT1580* NAVD 88     -        50.83   (+/-2cm)     166.8    (feet)  VERTCON   
 JT1580  ___________________________________________________________________
 JT1580  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1580  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1580
 JT1580.The horizontal coordinates were scaled from a topographic map and have
 JT1580.an estimated accuracy of +/- 6 seconds.
 JT1580
 JT1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1580.The vertical order pertains to the NGVD 29 superseded value.
 JT1580
 JT1580.The geoid height was determined by GEOID03.
 JT1580
 JT1580;                    North         East    Units  Estimated Accuracy
 JT1580;SPC CA 2     -   572,030.    1,970,220.      MT  (+/- 180 meters Scaled)
 JT1580
 JT1580                          SUPERSEDED SURVEY CONTROL
 JT1580
 JT1580  NGVD 29 (??/??/92)   50.026  (m)          164.13   (f) ADJ UNCH    1 1
 JT1580
 JT1580.Superseded values are not recommended for survey control.
 JT1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1580.See file dsdata.txt to determine how the superseded data were derived.
 JT1580
 JT1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576409(NAD 83)
 JT1580_MARKER: DD = SURVEY DISK
 JT1580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1580_SP_SET: COPPER-CLAD STEEL ROD
 JT1580_MARK LOGO: CA2330
 JT1580_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1580
 JT1580  HISTORY     - Date     Condition        Report By
 JT1580  HISTORY     - 1972     MONUMENTED       CA2330
 JT1580
 JT1580                          STATION DESCRIPTION
 JT1580
 JT1580'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1580'4.6 MI (7.4 KM) NORTHWEST FROM THE COUNTY COURTHOUSE AT NAPA, ON
 JT1580'REDWOOD ROAD, 157 FT (47.9 M) EAST OF BROWNS VALLEY ROAD, 55.0 FT
 JT1580'(16.8 M) SOUTH OF CENTERLINE OF REDWOOD ROAD, IN ASPHALT DRIVEWAY, 17
 JT1580'FT (5.2 M) NORTH OF NORTH FACE OF GARAGE AT 2961 REDWOOD ROAD, 1 FT
 JT1580'(0.3 M) EAST OF NORTH PROJECTION OF WEST WALL OF GARAGE, 0.6 FT
 JT1580'(0.2 M) BELOW TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH
 JT1580'ASPHALT DRIVEWAY, WITH THE WORD MONUMENT CAST IN THE COVER, SET ON
 JT1580'TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 25 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1664 ***********************************************************************
 JT1664  DESIGNATION -  73 A
 JT1664  PID         -  JT1664
 JT1664  STATE/COUNTY-  CA/NAPA
 JT1664  USGS QUAD   -  NAPA (1980)
 JT1664
 JT1664                         *CURRENT SURVEY CONTROL
 JT1664  ___________________________________________________________________
 JT1664* NAD 83(1986)-  38 19 03.     (N)    122 19 47.     (W)     SCALED    
 JT1664* NAVD 88     -        37.68   (+/-2cm)     123.6    (feet)  VERTCON   
 JT1664  ___________________________________________________________________
 JT1664  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1664  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1664
 JT1664.The horizontal coordinates were scaled from a topographic map and have
 JT1664.an estimated accuracy of +/- 6 seconds.
 JT1664
 JT1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1664.The vertical order pertains to the NGVD 29 superseded value.
 JT1664
 JT1664.The geoid height was determined by GEOID03.
 JT1664
 JT1664;                    North         East    Units  Estimated Accuracy
 JT1664;SPC CA 2     -   572,300.    1,971,170.      MT  (+/- 180 meters Scaled)
 JT1664
 JT1664                          SUPERSEDED SURVEY CONTROL
 JT1664
 JT1664  NGVD 29 (??/??/92)   36.883  (m)          121.01   (f) ADJ UNCH    1 1
 JT1664
 JT1664.Superseded values are not recommended for survey control.
 JT1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1664.See file dsdata.txt to determine how the superseded data were derived.
 JT1664
 JT1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH585412(NAD 83)
 JT1664_MARKER: DD = SURVEY DISK
 JT1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1664_SP_SET: CONCRETE POST
 JT1664_MARK LOGO: CA2330
 JT1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1664+STABILITY: SURFACE MOTION
 JT1664
 JT1664  HISTORY     - Date     Condition        Report By
 JT1664  HISTORY     - 1971     MONUMENTED       CA2330
 JT1664
 JT1664                          STATION DESCRIPTION
 JT1664
 JT1664'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1664'ALONG REDWOOD ROAD, 150 FT (45.7 M) WEST ON WEST PUEBLO, A WELL TYPE
 JT1664'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1663 ***********************************************************************
 JT1663  DESIGNATION -  73 B
 JT1663  PID         -  JT1663
 JT1663  STATE/COUNTY-  CA/NAPA
 JT1663  USGS QUAD   -  NAPA (1980)
 JT1663
 JT1663                         *CURRENT SURVEY CONTROL
 JT1663  ___________________________________________________________________
 JT1663* NAD 83(1986)-  38 19 03.     (N)    122 19 54.     (W)     SCALED    
 JT1663* NAVD 88     -        39.32   (+/-2cm)     129.0    (feet)  VERTCON   
 JT1663  ___________________________________________________________________
 JT1663  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1663  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1663
 JT1663.The horizontal coordinates were scaled from a topographic map and have
 JT1663.an estimated accuracy of +/- 6 seconds.
 JT1663
 JT1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1663.The vertical order pertains to the NGVD 29 superseded value.
 JT1663
 JT1663.The geoid height was determined by GEOID03.
 JT1663
 JT1663;                    North         East    Units  Estimated Accuracy
 JT1663;SPC CA 2     -   572,300.    1,971,000.      MT  (+/- 180 meters Scaled)
 JT1663
 JT1663                          SUPERSEDED SURVEY CONTROL
 JT1663
 JT1663  NGVD 29 (??/??/92)   38.518  (m)          126.37   (f) ADJ UNCH    1 1
 JT1663
 JT1663.Superseded values are not recommended for survey control.
 JT1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1663.See file dsdata.txt to determine how the superseded data were derived.
 JT1663
 JT1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH584412(NAD 83)
 JT1663_MARKER: DD = SURVEY DISK
 JT1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1663_SP_SET: CONCRETE POST
 JT1663_MARK LOGO: CA2330
 JT1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1663+STABILITY: SURFACE MOTION
 JT1663
 JT1663  HISTORY     - Date     Condition        Report By
 JT1663  HISTORY     - 1971     MONUMENTED       CA2330
 JT1663
 JT1663                          STATION DESCRIPTION
 JT1663
 JT1663'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1663'ALONG REDWOOD ROAD AT NO. 2674 NORTH ON SHOULDER, A WELL TYPE CONCRETE
 JT1663'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0306 ***********************************************************************
 KT0306  DESIGNATION -  73 B 6 USGS
 KT0306  PID         -  KT0306
 KT0306  STATE/COUNTY-  CA/COLUSA
 KT0306  USGS QUAD   -  WILLIAMS (1994)
 KT0306
 KT0306                         *CURRENT SURVEY CONTROL
 KT0306  ___________________________________________________________________
 KT0306* NAD 83(1986)-  39 10 27.     (N)    122 09 35.     (W)     SCALED    
 KT0306* NAVD 88     -        23.21   (+/-2cm)      76.1    (feet)  VERTCON   
 KT0306  ___________________________________________________________________
 KT0306  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 KT0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0306
 KT0306.The horizontal coordinates were scaled from a topographic map and have
 KT0306.an estimated accuracy of +/- 6 seconds.
 KT0306
 KT0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0306.The vertical order pertains to the NGVD 29 superseded value.
 KT0306
 KT0306.The geoid height was determined by GEOID03.
 KT0306
 KT0306;                    North         East    Units  Estimated Accuracy
 KT0306;SPC CA 2     -   667,350.    1,986,200.      MT  (+/- 180 meters Scaled)
 KT0306
 KT0306                          SUPERSEDED SURVEY CONTROL
 KT0306
 KT0306  NGVD 29 (??/??/92)   22.45   (m)           73.7    (f) COMPUTED    2 0
 KT0306
 KT0306.Superseded values are not recommended for survey control.
 KT0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0306.See file dsdata.txt to determine how the superseded data were derived.
 KT0306
 KT0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ725364(NAD 83)
 KT0306_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0306_STAMPING: 73 B 6
 KT0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0306
 KT0306  HISTORY     - Date     Condition        Report By
 KT0306  HISTORY     - UNK      MONUMENTED       USGS
 KT0306  HISTORY     - 1942     MARK NOT FOUND   NGS
 KT0306  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0306
 KT0306                          STATION DESCRIPTION
 KT0306
 KT0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KT0306'1.4 MI NW FROM WILLIAMS.
 KT0306'1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 KT0306'THE STATION AT WILLIAMS, COLUSA COUNTY, AT GRADE CROSSING AE
 KT0306'125.6, 59 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 99 W,
 KT0306'52 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 46 FEET NORTH
 KT0306'OF THE CENTER OF THE CROSSING, AND 20 FEET EAST OF THE SOUTH END
 KT0306'OF THE EAST CONCRETE HEADWALL OF A 4-FOOT BOX CULVERT.  A UNITED
 KT0306'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 73 B 6 AND
 KT0306'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 KT0306
 KT0306                          STATION RECOVERY (1967)
 KT0306
 KT0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1191 ***********************************************************************
 JS1191  DESIGNATION -  73 B USGS
 JS1191  PID         -  JS1191
 JS1191  STATE/COUNTY-  CA/SACRAMENTO
 JS1191  USGS QUAD   -  ELK GROVE (1979)
 JS1191
 JS1191                         *CURRENT SURVEY CONTROL
 JS1191  ___________________________________________________________________
 JS1191* NAD 83(1986)-  38 25 49.     (N)    121 18 06.     (W)     SCALED    
 JS1191* NAVD 88     -        23.27   (+/-2cm)      76.3    (feet)  VERTCON   
 JS1191  ___________________________________________________________________
 JS1191  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JS1191  VERT ORDER  -  THIRD (See Below)
 JS1191
 JS1191.The horizontal coordinates were scaled from a topographic map and have
 JS1191.an estimated accuracy of +/- 6 seconds.
 JS1191
 JS1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1191.The vertical order pertains to the NGVD 29 superseded value.
 JS1191
 JS1191.The geoid height was determined by GEOID03.
 JS1191
 JS1191;                    North         East    Units  Estimated Accuracy
 JS1191;SPC CA 2     -   585,000.    2,060,970.      MT  (+/- 180 meters Scaled)
 JS1191
 JS1191                          SUPERSEDED SURVEY CONTROL
 JS1191
 JS1191  NGVD 29 (??/??/??)   22.54   (m)           74.0    (f) RESET       3  
 JS1191
 JS1191.Superseded values are not recommended for survey control.
 JS1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1191.See file dsdata.txt to determine how the superseded data were derived.
 JS1191
 JS1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH482549(NAD 83)
 JS1191_MARKER: P = PIPE CAP
 JS1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1191_SP_SET: IRON PIPE
 JS1191_STAMPING: 73 B 31 1907
 JS1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS1191+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 JS1191
 JS1191  HISTORY     - Date     Condition        Report By
 JS1191  HISTORY     - 1907     MONUMENTED       USGS
 JS1191  HISTORY     - 1962     GOOD             NGS
 JS1191  HISTORY     - 20040413 GOOD             CADT
 JS1191
 JS1191                          STATION DESCRIPTION
 JS1191
 JS1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JS1191'AT SHELDON.
 JS1191'AT SHELDON, 0.05 MILE SOUTHWEST ALONG GRANT LINE ROAD FROM THE
 JS1191'JUNCTION OF WILTON ROAD, AT THE JUNCTION OF PLEASANT GROVE SCHOOL
 JS1191'ROAD NORTHWEST, 36 FEET NORTHWEST OF THE CENTER LINE OF GRANT
 JS1191'LINE ROAD, 27 FEET SOUTHWEST OF THE CENTER LINE OF PLEASANT GROVE
 JS1191'SCHOOL ROAD, 37 FEET SOUTH-SOUTHEAST OF A POWER POLE, 4 FEET
 JS1191'WEST OF A FENCE, 3.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2
 JS1191'FOOT HIGHER THAN THE ROAD, 5 1/2 FEET WEST OF A TELEPHONE POLE,
 JS1191'AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1.0
 JS1191'FOOT ABOVE THE GROUND.
 JS1191
 JS1191                          STATION RECOVERY (2004)
 JS1191
 JS1191'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1662 ***********************************************************************
 JT1662  DESIGNATION -  73 C
 JT1662  PID         -  JT1662
 JT1662  STATE/COUNTY-  CA/NAPA
 JT1662  USGS QUAD   -  NAPA (1980)
 JT1662
 JT1662                         *CURRENT SURVEY CONTROL
 JT1662  ___________________________________________________________________
 JT1662* NAD 83(1986)-  38 18 57.     (N)    122 19 54.     (W)     SCALED    
 JT1662* NAVD 88     -        45.60   (+/-2cm)     149.6    (feet)  VERTCON   
 JT1662  ___________________________________________________________________
 JT1662  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1662  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1662
 JT1662.The horizontal coordinates were scaled from a topographic map and have
 JT1662.an estimated accuracy of +/- 6 seconds.
 JT1662
 JT1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1662.The vertical order pertains to the NGVD 29 superseded value.
 JT1662
 JT1662.The geoid height was determined by GEOID03.
 JT1662
 JT1662;                    North         East    Units  Estimated Accuracy
 JT1662;SPC CA 2     -   572,120.    1,970,990.      MT  (+/- 180 meters Scaled)
 JT1662
 JT1662                          SUPERSEDED SURVEY CONTROL
 JT1662
 JT1662  NGVD 29 (??/??/92)   44.803  (m)          146.99   (f) ADJ UNCH    1 1
 JT1662
 JT1662.Superseded values are not recommended for survey control.
 JT1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1662.See file dsdata.txt to determine how the superseded data were derived.
 JT1662
 JT1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH584410(NAD 83)
 JT1662_MARKER: DD = SURVEY DISK
 JT1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1662_SP_SET: CONCRETE POST
 JT1662_MARK LOGO: CA2330
 JT1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1662+STABILITY: SURFACE MOTION
 JT1662
 JT1662  HISTORY     - Date     Condition        Report By
 JT1662  HISTORY     - 1971     MONUMENTED       CA2330
 JT1662
 JT1662                          STATION DESCRIPTION
 JT1662
 JT1662'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1662'ALONG REDWOOD ROAD, 300 FT (91.4 M) WEST ON LYNN DRIVE, SOUTH OF THE
 JT1662'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0320 ***********************************************************************
 DY0320  DESIGNATION -  73 C OF LB
 DY0320  PID         -  DY0320
 DY0320  STATE/COUNTY-  CA/LOS ANGELES
 DY0320  USGS QUAD   -  LONG BEACH (1981)
 DY0320
 DY0320                         *CURRENT SURVEY CONTROL
 DY0320  ___________________________________________________________________
 DY0320* NAD 83(1986)-  33 47 51.     (N)    118 11 57.     (W)     SCALED    
 DY0320* NAVD 88     -         4.87   (+/-2cm)      16.0    (feet)  VERTCON   
 DY0320  ___________________________________________________________________
 DY0320  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0320  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0320
 DY0320.The horizontal coordinates were scaled from a topographic map and have
 DY0320.an estimated accuracy of +/- 6 seconds.
 DY0320
 DY0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0320.The vertical order pertains to the NGVD 29 superseded value.
 DY0320
 DY0320.The geoid height was determined by GEOID03.
 DY0320
 DY0320;                    North         East    Units  Estimated Accuracy
 DY0320;SPC CA 5     -   533,020.    1,981,560.      MT  (+/- 180 meters Scaled)
 DY0320
 DY0320                          SUPERSEDED SURVEY CONTROL
 DY0320
 DY0320  NGVD 29 (??/??/92)    4.082  (m)           13.39   (f) ADJ UNCH    1 2
 DY0320
 DY0320.Superseded values are not recommended for survey control.
 DY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0320.See file dsdata.txt to determine how the superseded data were derived.
 DY0320
 DY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT889403(NAD 83)
 DY0320_MARKER: DD = SURVEY DISK
 DY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0320_STAMPING: 73
 DY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0320+STABILITY: SURFACE MOTION
 DY0320
 DY0320  HISTORY     - Date     Condition        Report By
 DY0320  HISTORY     - UNK      MONUMENTED       CA1970
 DY0320  HISTORY     - 1961     GOOD             NGS
 DY0320
 DY0320                          STATION DESCRIPTION
 DY0320
 DY0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0320'AT LONG BEACH.
 DY0320'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF DAISY
 DY0320'AVENUE AND HILL STREET, 19.2 FEET NORTH OF THE NORTH CURB
 DY0320'OF THE STREET, 12.2 FEET EAST OF THE EAST CURB OF THE AVENUE,
 DY0320'AND 0.8 FOOT NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 DY0320'SIDEWALK.  A CITY OF LONG BEACH STANDARD DISK, STAMPED 73 AND
 DY0320'SET IN THE TOP OF A CONCRETE POST 0.7 FOOT UNDER GROUND, ACCESS
 DY0320'TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WITH A PLAIN CAST-IRON
 DY0320'COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1661 ***********************************************************************
 JT1661  DESIGNATION -  73 D
 JT1661  PID         -  JT1661
 JT1661  STATE/COUNTY-  CA/NAPA
 JT1661  USGS QUAD   -  NAPA (1980)
 JT1661
 JT1661                         *CURRENT SURVEY CONTROL
 JT1661  ___________________________________________________________________
 JT1661* NAD 83(1986)-  38 18 53.     (N)    122 19 57.     (W)     SCALED    
 JT1661* NAVD 88     -        42.85   (+/-2cm)     140.6    (feet)  VERTCON   
 JT1661  ___________________________________________________________________
 JT1661  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1661  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1661
 JT1661.The horizontal coordinates were scaled from a topographic map and have
 JT1661.an estimated accuracy of +/- 6 seconds.
 JT1661
 JT1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1661.The vertical order pertains to the NGVD 29 superseded value.
 JT1661
 JT1661.The geoid height was determined by GEOID03.
 JT1661
 JT1661;                    North         East    Units  Estimated Accuracy
 JT1661;SPC CA 2     -   571,990.    1,970,920.      MT  (+/- 180 meters Scaled)
 JT1661
 JT1661                          SUPERSEDED SURVEY CONTROL
 JT1661
 JT1661  NGVD 29 (??/??/92)   42.050  (m)          137.96   (f) ADJ UNCH    1 1
 JT1661
 JT1661.Superseded values are not recommended for survey control.
 JT1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1661.See file dsdata.txt to determine how the superseded data were derived.
 JT1661
 JT1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH583409(NAD 83)
 JT1661_MARKER: DD = SURVEY DISK
 JT1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1661_SP_SET: CONCRETE POST
 JT1661_MARK LOGO: CA2330
 JT1661_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1661+STABILITY: SURFACE MOTION
 JT1661
 JT1661  HISTORY     - Date     Condition        Report By
 JT1661  HISTORY     - 1971     MONUMENTED       CA2330
 JT1661
 JT1661                          STATION DESCRIPTION
 JT1661
 JT1661'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1661'ALONG REDWOOD ROAD AT NO. 2777, SOUTH OF EP,IN DRIVEWAY, A WELL TYPE
 JT1661'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1660 ***********************************************************************
 JT1660  DESIGNATION -  73 E
 JT1660  PID         -  JT1660
 JT1660  STATE/COUNTY-  CA/NAPA
 JT1660  USGS QUAD   -  NAPA (1980)
 JT1660
 JT1660                         *CURRENT SURVEY CONTROL
 JT1660  ___________________________________________________________________
 JT1660* NAD 83(1986)-  38 18 54.     (N)    122 20 02.     (W)     SCALED    
 JT1660* NAVD 88     -        43.65   (+/-2cm)     143.2    (feet)  VERTCON   
 JT1660  ___________________________________________________________________
 JT1660  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1660  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1660
 JT1660.The horizontal coordinates were scaled from a topographic map and have
 JT1660.an estimated accuracy of +/- 6 seconds.
 JT1660
 JT1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1660.The vertical order pertains to the NGVD 29 superseded value.
 JT1660
 JT1660.The geoid height was determined by GEOID03.
 JT1660
 JT1660;                    North         East    Units  Estimated Accuracy
 JT1660;SPC CA 2     -   572,020.    1,970,800.      MT  (+/- 180 meters Scaled)
 JT1660
 JT1660                          SUPERSEDED SURVEY CONTROL
 JT1660
 JT1660  NGVD 29 (??/??/92)   42.854  (m)          140.60   (f) ADJ UNCH    1 1
 JT1660
 JT1660.Superseded values are not recommended for survey control.
 JT1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1660.See file dsdata.txt to determine how the superseded data were derived.
 JT1660
 JT1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH582409(NAD 83)
 JT1660_MARKER: DD = SURVEY DISK
 JT1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1660_SP_SET: CONCRETE POST
 JT1660_MARK LOGO: CA2330
 JT1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1660+STABILITY: SURFACE MOTION
 JT1660
 JT1660  HISTORY     - Date     Condition        Report By
 JT1660  HISTORY     - 1971     MONUMENTED       CA2330
 JT1660
 JT1660                          STATION DESCRIPTION
 JT1660
 JT1660'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1660'ALONG REDWOOD ROAD AT NO. 2829, 7 FT (2.1 M) NORTH OF CENTERLINE, A
 JT1660'WELL TYPE CONCRETE WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1659 ***********************************************************************
 JT1659  DESIGNATION -  73 F
 JT1659  PID         -  JT1659
 JT1659  STATE/COUNTY-  CA/NAPA
 JT1659  USGS QUAD   -  NAPA (1980)
 JT1659
 JT1659                         *CURRENT SURVEY CONTROL
 JT1659  ___________________________________________________________________
 JT1659* NAD 83(1986)-  38 18 55.     (N)    122 20 16.     (W)     SCALED    
 JT1659* NAVD 88     -        47.96   (+/-2cm)     157.3    (feet)  VERTCON   
 JT1659  ___________________________________________________________________
 JT1659  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1659  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1659
 JT1659.The horizontal coordinates were scaled from a topographic map and have
 JT1659.an estimated accuracy of +/- 6 seconds.
 JT1659
 JT1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1659.The vertical order pertains to the NGVD 29 superseded value.
 JT1659
 JT1659.The geoid height was determined by GEOID03.
 JT1659
 JT1659;                    North         East    Units  Estimated Accuracy
 JT1659;SPC CA 2     -   572,060.    1,970,460.      MT  (+/- 180 meters Scaled)
 JT1659
 JT1659                          SUPERSEDED SURVEY CONTROL
 JT1659
 JT1659  NGVD 29 (??/??/92)   47.155  (m)          154.71   (f) ADJ UNCH    1 1
 JT1659
 JT1659.Superseded values are not recommended for survey control.
 JT1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1659.See file dsdata.txt to determine how the superseded data were derived.
 JT1659
 JT1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH578410(NAD 83)
 JT1659_MARKER: DD = SURVEY DISK
 JT1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1659_SP_SET: CONCRETE POST
 JT1659_MARK LOGO: CA2330
 JT1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1659+STABILITY: SURFACE MOTION
 JT1659
 JT1659  HISTORY     - Date     Condition        Report By
 JT1659  HISTORY     - 1971     MONUMENTED       CA2330
 JT1659
 JT1659                          STATION DESCRIPTION
 JT1659
 JT1659'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1659'ALONG REDWOOD ROAD AT NO. 2900, 7 FT (2.1 M) NORTH CENTERLINE, A WELL
 JT1659'TYPE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5825 ***********************************************************************
 EW5825  DESIGNATION -  73 FMK USGS
 EW5825  PID         -  EW5825
 EW5825  STATE/COUNTY-  CA/VENTURA
 EW5825  USGS QUAD   -  VENTURA (1967)
 EW5825
 EW5825                         *CURRENT SURVEY CONTROL
 EW5825  ___________________________________________________________________
 EW5825* NAD 83(1986)-  34 20 41.     (N)    119 17 39.     (W)     SCALED    
 EW5825* NAVD 88     -        66.258  (meters)     217.38   (feet)  READJUSTED
 EW5825  ___________________________________________________________________
 EW5825  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EW5825  DYNAMIC HT  -          66.190 (meters)     217.16  (feet)  COMP
 EW5825  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 EW5825
 EW5825  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5825
 EW5825.The horizontal coordinates were scaled from a topographic map and have
 EW5825.an estimated accuracy of +/- 6 seconds.
 EW5825
 EW5825.The orthometric height was determined by differential leveling
 EW5825.and adjusted in February 1993.
 EW5825.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5825.distribution rate of 1.1 thru 2.0 mm/km.
 EW5825.The height was derived from older observations constrained to new
 EW5825.heights in a crustal motion area.  The height is approximate in
 EW5825.relation to other heights in its vicinity.
 EW5825
 EW5825.The geoid height was determined by GEOID03.
 EW5825
 EW5825.The dynamic height is computed by dividing the NAVD 88
 EW5825.geopotential number by the normal gravity value computed on the
 EW5825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5825.degrees latitude (g = 980.6199 gals.).
 EW5825
 EW5825.The modeled gravity was interpolated from observed gravity values.
 EW5825
 EW5825;                    North         East    Units  Estimated Accuracy
 EW5825;SPC CA 5     -   594,470.    1,880,930.      MT  (+/- 180 meters Scaled)
 EW5825
 EW5825                          SUPERSEDED SURVEY CONTROL
 EW5825
 EW5825  NGVD 29 (??/??/92)   65.501  (m)          214.90   (f) ADJ UNCH    1 1
 EW5825
 EW5825.Superseded values are not recommended for survey control.
 EW5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5825.See file dsdata.txt to determine how the superseded data were derived.
 EW5825
 EW5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU889027(NAD 83)
 EW5825_MARKER: DB = BENCH MARK DISK
 EW5825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5825_SP_SET: HEADWALL
 EW5825_STAMPING: 73 FMK 1973
 EW5825
 EW5825  HISTORY     - Date     Condition        Report By
 EW5825  HISTORY     - UNK      MONUMENTED
 EW5825  HISTORY     - 1977     GOOD             NGS
 EW5825
 EW5825                          STATION DESCRIPTION
 EW5825
 EW5825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5825'5.8 MI NORTH FROM VENTURA.
 EW5825'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5825'THENCE 4.9 MILES NORTH ALONG VENTURA AVENUE, 0.2 MILE NORTH OF THE
 EW5825'JUNCTION OF CANADA LARGA ROAD, AT THE NORTHEAST CORNER OF THE WEST
 EW5825'VENTURA WATER TREATMENT FACILITY, 22.4 FT. NORTH OF THE NORTHEAST
 EW5825'CORNER OF A 6-FT. CEMENT BLOCK WALL, 20.0 FT. WEST OF THE CENTER LINE
 EW5825'OF THE HIGHWAY, IN THE TOP AND 0.4 FT. SOUTH OF THE NORTH END OF THE
 EW5825'WEST HEAD WALL OF BRIDGE 52-157.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1658 ***********************************************************************
 JT1658  DESIGNATION -  73 G
 JT1658  PID         -  JT1658
 JT1658  STATE/COUNTY-  CA/NAPA
 JT1658  USGS QUAD   -  NAPA (1980)
 JT1658
 JT1658                         *CURRENT SURVEY CONTROL
 JT1658  ___________________________________________________________________
 JT1658* NAD 83(1986)-  38 18 56.     (N)    122 20 27.     (W)     SCALED    
 JT1658* NAVD 88     -        51.55   (+/-2cm)     169.1    (feet)  VERTCON   
 JT1658  ___________________________________________________________________
 JT1658  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JT1658  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1658
 JT1658.The horizontal coordinates were scaled from a topographic map and have
 JT1658.an estimated accuracy of +/- 6 seconds.
 JT1658
 JT1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1658.The vertical order pertains to the NGVD 29 superseded value.
 JT1658
 JT1658.The geoid height was determined by GEOID03.
 JT1658
 JT1658;                    North         East    Units  Estimated Accuracy
 JT1658;SPC CA 2     -   572,090.    1,970,190.      MT  (+/- 180 meters Scaled)
 JT1658
 JT1658                          SUPERSEDED SURVEY CONTROL
 JT1658
 JT1658  NGVD 29 (??/??/92)   50.751  (m)          166.51   (f) ADJ UNCH    1 1
 JT1658
 JT1658.Superseded values are not recommended for survey control.
 JT1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1658.See file dsdata.txt to determine how the superseded data were derived.
 JT1658
 JT1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576410(NAD 83)
 JT1658_MARKER: DD = SURVEY DISK
 JT1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1658_SP_SET: CONCRETE POST
 JT1658_MARK LOGO: CA2330
 JT1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1658+STABILITY: SURFACE MOTION
 JT1658
 JT1658  HISTORY     - Date     Condition        Report By
 JT1658  HISTORY     - 1971     MONUMENTED       CA2330
 JT1658
 JT1658                          STATION DESCRIPTION
 JT1658
 JT1658'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1658'ALONG BROWNS VALLEY ROAD, 7 FT (2.1 M) NORTH OF CENTERLINE AT REDWOOD
 JT1658'ROAD, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1450 ***********************************************************************
 LU1450  DESIGNATION -  73 RS USGS
 LU1450  PID         -  LU1450
 LU1450  STATE/COUNTY-  CA/HUMBOLDT
 LU1450  USGS QUAD   -  LARABEE VALLEY (1977)
 LU1450
 LU1450                         *CURRENT SURVEY CONTROL
 LU1450  ___________________________________________________________________
 LU1450* NAD 83(1986)-  40 28 26.     (N)    123 39 14.     (W)     SCALED    
 LU1450* NAVD 88     -       816.41   (+/-2cm)    2678.5    (feet)  VERTCON   
 LU1450  ___________________________________________________________________
 LU1450  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LU1450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1450
 LU1450.The horizontal coordinates were scaled from a topographic map and have
 LU1450.an estimated accuracy of +/- 6 seconds.
 LU1450
 LU1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1450.The vertical order pertains to the NGVD 29 superseded value.
 LU1450
 LU1450.The geoid height was determined by GEOID03.
 LU1450
 LU1450;                    North         East    Units  Estimated Accuracy
 LU1450;SPC CA 1     -   627,970.    1,859,770.      MT  (+/- 180 meters Scaled)
 LU1450
 LU1450                          SUPERSEDED SURVEY CONTROL
 LU1450
 LU1450  NGVD 29 (??/??/92)  815.409  (m)         2675.22   (f) ADJ UNCH    2 0
 LU1450
 LU1450.Superseded values are not recommended for survey control.
 LU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1450.See file dsdata.txt to determine how the superseded data were derived.
 LU1450
 LU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK445805(NAD 83)
 LU1450_MARKER: DB = BENCH MARK DISK
 LU1450_SETTING: 66 = SET IN ROCK OUTCROP
 LU1450_SP_SET: ROCK OUTCROP
 LU1450_STAMPING: 2675 73 RS 1932
 LU1450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1450+STABILITY: POSITION/ELEVATION WELL
 LU1450
 LU1450  HISTORY     - Date     Condition        Report By
 LU1450  HISTORY     - 1932     MONUMENTED       USGS
 LU1450  HISTORY     - 1949     GOOD             NGS
 LU1450  HISTORY     - 1973     GOOD
 LU1450
 LU1450                          STATION DESCRIPTION
 LU1450
 LU1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1450'9.5 MI W FROM MAD RIVER R.S..
 LU1450'9.5 MILES WEST ALONG STATE HIGHWAY 36 FROM THE MAD RIVER RANGER
 LU1450'STATION, 0.2 MILE NORTHEAST OF A POINT WHERE THE HIGHWAY PASSES
 LU1450'BETWEEN TWO LARGE ROCK OUTCROPS, AT A WOODED PASTURE, IN THE TOP
 LU1450'OF A ROCK OUTCROP, 57 FEET WEST OF THE CENTER LINE OF THE
 LU1450'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LU1450
 LU1450                          STATION RECOVERY (1973)
 LU1450
 LU1450'RECOVERED 1973
 LU1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4621 ***********************************************************************
 EW4621  DESIGNATION -  731 C 65
 EW4621  PID         -  EW4621
 EW4621  STATE/COUNTY-  CA/VENTURA
 EW4621  USGS QUAD   -  MOORPARK (1974)
 EW4621
 EW4621                         *CURRENT SURVEY CONTROL
 EW4621  ___________________________________________________________________
 EW4621* NAD 83(1986)-  34 19 10.     (N)    118 54 09.     (W)     SCALED    
 EW4621* NAVD 88     -       286.391  (meters)     939.60   (feet)  ADJUSTED  
 EW4621  ___________________________________________________________________
 EW4621  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW4621  DYNAMIC HT  -         286.077 (meters)     938.57  (feet)  COMP
 EW4621  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 EW4621
 EW4621  VERT ORDER  -  FIRST     CLASS I
 EW4621
 EW4621.The horizontal coordinates were scaled from a topographic map and have
 EW4621.an estimated accuracy of +/- 6 seconds.
 EW4621
 EW4621.The orthometric height was determined by differential leveling
 EW4621.and adjusted in June 1995.
 EW4621
 EW4621.The geoid height was determined by GEOID03.
 EW4621
 EW4621.The dynamic height is computed by dividing the NAVD 88
 EW4621.geopotential number by the normal gravity value computed on the
 EW4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4621.degrees latitude (g = 980.6199 gals.).
 EW4621
 EW4621.The modeled gravity was interpolated from observed gravity values.
 EW4621
 EW4621;                    North         East    Units  Estimated Accuracy
 EW4621;SPC CA 5     -   591,270.    1,916,940.      MT  (+/- 180 meters Scaled)
 EW4621
 EW4621                          SUPERSEDED SURVEY CONTROL
 EW4621
 EW4621  NAVD 88 (02/01/93)  286.409  (m)          939.66   (f) UNKNOWN     1 1
 EW4621  NGVD 29 (??/??/92)  285.615  (m)          937.06   (f) ADJ UNCH    1 1
 EW4621
 EW4621.Superseded values are not recommended for survey control.
 EW4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4621.See file dsdata.txt to determine how the superseded data were derived.
 EW4621
 EW4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT249992(NAD 83)
 EW4621_MARKER: Z = SEE DESCRIPTION
 EW4621_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4621+WITH SETTING: PAVEMENT
 EW4621_SP_SET: LIGHT POLE FOOTING
 EW4621_MARK LOGO: CADT  
 EW4621_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4621+STABILITY: SURFACE MOTION
 EW4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4621+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 EW4621
 EW4621  HISTORY     - Date     Condition        Report By
 EW4621  HISTORY     - UNK      MONUMENTED       CADH
 EW4621  HISTORY     - 1965     GOOD
 EW4621  HISTORY     - 1977     GOOD             NGS
 EW4621  HISTORY     - 19940629 GOOD             NGS
 EW4621  HISTORY     - 20040610 GOOD             SMCSS
 EW4621
 EW4621                          STATION DESCRIPTION
 EW4621
 EW4621'DESCRIBED 1965
 EW4621'3.8 MI N FROM MOORPARK.
 EW4621'3.85 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4621'23 AND 118 AT MOORPARK.  31 FEET W FROM THE CENTER OF THE
 EW4621'HIGHWAY AND IN THE TOP OF SW CORNER OF THE CONCRETE BASE TO
 EW4621'A LIGHT STANDARD IN THE S AND K CHICKEN RANCH PARKING LOT, 1
 EW4621'FOOT W OF A CHAIN-LINK FENCE.  A RAMSET NAIL, WASHER AND BATHEY
 EW4621'CAP MARKED STATE OF CALIFORNIA - DIVISION OF HIGHWAYS.
 EW4621
 EW4621                          STATION RECOVERY (1977)
 EW4621
 EW4621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4621'RECOVERED IN GOOD CONDITION.
 EW4621
 EW4621                          STATION RECOVERY (1994)
 EW4621
 EW4621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4621'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4621'IN MOORPARK, A RAMSET NAIL AND BETHAY CAP NEAR THE SOUTHWEST CORNER OF
 EW4621'THE CONCRETE FOOTING FOR A LIGHT POLE AT THE EAST EDGE OF THE EGGS
 EW4621'WEST GRIMES CANYON RANCH PARKING LOT, 9.4 M (30.8 FT) WEST OF AND
 EW4621'LEVEL WITH THE HIGHWAY CENTERLINE, 8.6 M (28.2 FT) NORTH OF THE CENTER
 EW4621'OF THE SOUTH ENTRANCE ROAD TO THE RANCH, 5.9 M (19.4 FT) NORTHEAST OF
 EW4621'THE NORTHWEST CORNER OF THE MOST NORTHERLY BRICK GATE POST, AND 3.8 M
 EW4621'(12.5 FT) NORTHWEST OF A FIRE HYDRANT.
 EW4621
 EW4621                          STATION RECOVERY (2004)
 EW4621
 EW4621'RECOVERY NOTE BY SMITH AND COMPANY SURVEYING SRV INC 2004 (GJS)
 EW4621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1243 ***********************************************************************
 MX1243  DESIGNATION -  7310
 MX1243  PID         -  MX1243
 MX1243  STATE/COUNTY-  CA/SISKIYOU
 MX1243  USGS QUAD   -  PRESTON PEAK (1982)
 MX1243
 MX1243                         *CURRENT SURVEY CONTROL
 MX1243  ___________________________________________________________________
 MX1243* NAD 83(1992)-  41 50 06.28060(N)    123 36 42.94782(W)     ADJUSTED  
 MX1243* NAVD 88     -      2229.     (meters)    7313.     (feet)  SCALED    
 MX1243  ___________________________________________________________________
 MX1243  EPOCH DATE  -        1991.35
 MX1243  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 MX1243  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 MX1243  HORZ ORDER  -  SECOND
 MX1243
 MX1243.The horizontal coordinates were established by classical geodetic methods
 MX1243.and adjusted by the National Geodetic Survey in March 1994.
 MX1243.The horizontal coordinates are valid at the epoch date displayed above.
 MX1243.The epoch date for horizontal control is a decimal equivalence
 MX1243.of Year/Month/Day.
 MX1243
 MX1243.The orthometric height was scaled from a topographic map.
 MX1243
 MX1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1243
 MX1243.The geoid height was determined by GEOID03.
 MX1243
 MX1243;                    North         East     Units Scale Factor Converg.
 MX1243;SPC CA 1     -   779,035.365 1,866,107.329   MT  1.00004714   -1 03 14.5
 MX1243;SPC CA 1     - 2,555,885.19  6,122,387.13   sFT  1.00004714   -1 03 14.5
 MX1243;UTM  10      - 4,631,646.357   449,190.661   MT  0.99963177   -0 24 29.4
 MX1243
 MX1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1243!SPC CA 1     -   0.99965443  x   1.00004714  =   0.99970155
 MX1243!UTM  10      -   0.99965443  x   0.99963177  =   0.99928632
 MX1243
 MX1243                          SUPERSEDED SURVEY CONTROL
 MX1243
 MX1243  NAD 83(1991)-  41 50 06.27413(N)    123 36 42.94778(W) AD(1984.00) 2
 MX1243  NAD 83(1986)-  41 50 06.27236(N)    123 36 42.94889(W) AD(1984.00) 2
 MX1243  NAD 27      -  41 50 06.85050(N)    123 36 38.71070(W) AD(       ) 2
 MX1243
 MX1243.Superseded values are not recommended for survey control.
 MX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1243.See file dsdata.txt to determine how the superseded data were derived.
 MX1243
 MX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM4919131646(NAD 83)
 MX1243
 MX1243  HISTORY     - Date     Condition        Report By
 MX1243  HISTORY     - 1952     MONUMENTED       CGS
 MX1243
 MX1243                          STATION DESCRIPTION
 MX1243
 MX1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1243'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE SOUTH OF O BRIEN,
 MX1243'12 MILES AIRLINE WEST NORTHWEST OF HAPPY CAMP, AND 2-1/2 MILES
 MX1243'SOUTH OF A LARGE CHROME MINE, ON THE HIGHEST PART OF PRESTON
 MX1243'PEAK.
 MX1243'
 MX1243'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 MX1243'STAMPED 7310 VA SET IN A DRILL HOLE IN A 3 FOOT BOULDER.
 MX1243'IT IS 5.252 FEET, 1.601 METERS NORTH-NORTHEAST OF STATION
 MX1243'PRESTON PK.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1194 ***********************************************************************
 MX1194  DESIGNATION -  7316
 MX1194  PID         -  MX1194
 MX1194  STATE/COUNTY-  CA/SISKIYOU
 MX1194  USGS QUAD   -  ENGLISH PEAK (1977)
 MX1194
 MX1194                         *CURRENT SURVEY CONTROL
 MX1194  ___________________________________________________________________
 MX1194* NAD 83(1992)-  41 24 14.51906(N)    123 13 28.55677(W)     ADJUSTED  
 MX1194* NAVD 88     -      2230.     (meters)    7316.     (feet)  SCALED    
 MX1194  ___________________________________________________________________
 MX1194  EPOCH DATE  -        1991.35
 MX1194  LAPLACE CORR-          11.87  (seconds)                    DEFLEC99
 MX1194  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 MX1194  HORZ ORDER  -  SECOND
 MX1194
 MX1194.The horizontal coordinates were established by classical geodetic methods
 MX1194.and adjusted by the National Geodetic Survey in March 1994.
 MX1194.The horizontal coordinates are valid at the epoch date displayed above.
 MX1194.The epoch date for horizontal control is a decimal equivalence
 MX1194.of Year/Month/Day.
 MX1194
 MX1194.The orthometric height was scaled from a topographic map.
 MX1194
 MX1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1194
 MX1194.The geoid height was determined by GEOID03.
 MX1194
 MX1194;                    North         East     Units Scale Factor Converg.
 MX1194;SPC CA 1     -   730,645.340 1,897,608.942   MT  0.99994389   -0 48 02.7
 MX1194;SPC CA 1     - 2,397,125.59  6,225,738.67   sFT  0.99994389   -0 48 02.7
 MX1194;UTM  10      - 4,583,634.479   481,226.683   MT  0.99960434   -0 08 54.8
 MX1194
 MX1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1194!SPC CA 1     -   0.99965420  x   0.99994389  =   0.99959811
 MX1194!UTM  10      -   0.99965420  x   0.99960434  =   0.99925867
 MX1194
 MX1194                          SUPERSEDED SURVEY CONTROL
 MX1194
 MX1194  NAD 83(1986)-  41 24 14.51466(N)    123 13 28.56814(W) AD(1984.00) 2
 MX1194  NAD 27      -  41 24 15.03960(N)    123 13 24.39860(W) AD(       ) 2
 MX1194
 MX1194.Superseded values are not recommended for survey control.
 MX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1194.See file dsdata.txt to determine how the superseded data were derived.
 MX1194
 MX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL8122783634(NAD 83)
 MX1194_MARKER: Z = SEE DESCRIPTION
 MX1194_SETTING: 0 = UNSPECIFIED SETTING
 MX1194
 MX1194  HISTORY     - Date     Condition        Report By
 MX1194  HISTORY     - 1952     MONUMENTED       CGS
 MX1194
 MX1194                          STATION DESCRIPTION
 MX1194
 MX1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1194'THE STATION IS LOCATED ABOUT 11-1/2 MILES AIRLINE NORTH-EAST OF
 MX1194'FORKS OF SALMON, 9 MILES AIRLINE NORTH-WEST OF SAWYERS BAR,
 MX1194'AND ABOUT 1 MILE NORTHWEST OF THE ENGLISH PEAK LOOKOUT HOUSE
 MX1194'OF THE FOREST SERVICE, ON THE HIGHEST PART OF ENGLISH PEAK.
 MX1194'
 MX1194'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED 7316
 MX1194'SET IN ROCK OUTCROP ON THE HIGHEST PART OF THE MOUNTAIN.  IT
 MX1194'IS 45.266 FEET, 13.797 METERS WEST OF STATION CRAPO.  THE CENTER
 MX1194'OF THE DISK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1427 ***********************************************************************
 DX1427  DESIGNATION -  732 T
 DX1427  PID         -  DX1427
 DX1427  STATE/COUNTY-  CA/SAN DIEGO
 DX1427  USGS QUAD   -  FALLBROOK (1988)
 DX1427
 DX1427                         *CURRENT SURVEY CONTROL
 DX1427  ___________________________________________________________________
 DX1427* NAD 83(1986)-  33 22 49.     (N)    117 15 17.     (W)     SCALED    
 DX1427* NAVD 88     -       224.17   (+/-2cm)     735.5    (feet)  VERTCON   
 DX1427  ___________________________________________________________________
 DX1427  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DX1427  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1427
 DX1427.The horizontal coordinates were scaled from a topographic map and have
 DX1427.an estimated accuracy of +/- 6 seconds.
 DX1427
 DX1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1427.The vertical order pertains to the NGVD 29 superseded value.
 DX1427
 DX1427.The geoid height was determined by GEOID03.
 DX1427
 DX1427;                    North         East    Units  Estimated Accuracy
 DX1427;SPC CA 6     -   635,040.    1,906,520.      MT  (+/- 180 meters Scaled)
 DX1427
 DX1427                          SUPERSEDED SURVEY CONTROL
 DX1427
 DX1427  NGVD 29 (??/??/??)  223.480  (m)          733.20   (f) ADJUSTED    1 2
 DX1427
 DX1427.Superseded values are not recommended for survey control.
 DX1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1427.See file dsdata.txt to determine how the superseded data were derived.
 DX1427
 DX1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS763934(NAD 83)
 DX1427_MARKER: P = PIPE CAP
 DX1427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1427_STAMPING: 732 T
 DX1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1427
 DX1427  HISTORY     - Date     Condition        Report By
 DX1427  HISTORY     - UNK      MONUMENTED       USGS
 DX1427  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1427  HISTORY     - 20080218 MARK NOT FOUND   LOCSUR
 DX1427
 DX1427                          STATION DESCRIPTION
 DX1427
 DX1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1427'AT FALLBROOK.
 DX1427'AT FALLBROOK, ON THE SOUTH SIDE OF ELDER STREET, AT THE GRADE
 DX1427'SCHOOL, 35 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING.
 DX1427'A BRASS CAP RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE FLUSH
 DX1427'WITH THE GROUND.  NOTE-- THE SCHOOL GARDENER WAS CONTACTED BUT HE
 DX1427'KNEW NOTHING ABOUT THE MARK, ALSO SURVEYORS IN THIS LOCALITY WERE
 DX1427'CONTACTED AND THEY KNEW NOTHING ABOUT THE MARK.  IT HAS PROBABLY BEEN
 DX1427'DESTROYED AS THE SCHOOL HAS BEEN ENLARGED SEVERAL TIMES, ALSO THE
 DX1427'GROUNDS HAVE BEEN LEVELED AND LANDSCAPED.
 DX1427
 DX1427                          STATION RECOVERY (2008)
 DX1427
 DX1427'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DX1427'MAIE ELLIS ELEMENTARY SCHOOL, NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1526 ***********************************************************************
 LU1526  DESIGNATION -  732 USGS
 LU1526  PID         -  LU1526
 LU1526  STATE/COUNTY-  CA/HUMBOLDT
 LU1526  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1526
 LU1526                         *CURRENT SURVEY CONTROL
 LU1526  ___________________________________________________________________
 LU1526* NAD 83(1986)-  40 57 35.     (N)    123 50 09.     (W)     SCALED    
 LU1526* NAVD 88     -       225.055  (meters)     738.37   (feet)  ADJUSTED  
 LU1526  ___________________________________________________________________
 LU1526  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 LU1526  DYNAMIC HT  -         224.941 (meters)     737.99  (feet)  COMP
 LU1526  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 LU1526
 LU1526  VERT ORDER  -  SECOND    CLASS 0
 LU1526
 LU1526.The horizontal coordinates were scaled from a topographic map and have
 LU1526.an estimated accuracy of +/- 6 seconds.
 LU1526
 LU1526.The orthometric height was determined by differential leveling
 LU1526.and adjusted in June 1991.
 LU1526
 LU1526.The geoid height was determined by GEOID03.
 LU1526
 LU1526.The dynamic height is computed by dividing the NAVD 88
 LU1526.geopotential number by the normal gravity value computed on the
 LU1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1526.degrees latitude (g = 980.6199 gals.).
 LU1526
 LU1526.The modeled gravity was interpolated from observed gravity values.
 LU1526
 LU1526;                    North         East    Units  Estimated Accuracy
 LU1526;SPC CA 1     -   682,210.    1,845,480.      MT  (+/- 180 meters Scaled)
 LU1526
 LU1526                          SUPERSEDED SURVEY CONTROL
 LU1526
 LU1526  NGVD 29 (??/??/92)  224.049  (m)          735.07   (f) ADJ UNCH    2 0
 LU1526
 LU1526.Superseded values are not recommended for survey control.
 LU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1526.See file dsdata.txt to determine how the superseded data were derived.
 LU1526
 LU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL296346(NAD 83)
 LU1526_MARKER: DD = SURVEY DISK
 LU1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1526_SP_SET: BRIDGE
 LU1526_STAMPING: B 30 732 06
 LU1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1526
 LU1526  HISTORY     - Date     Condition        Report By
 LU1526  HISTORY     - UNK      MONUMENTED       USGS
 LU1526  HISTORY     - 1942     GOOD             NGS
 LU1526
 LU1526                          STATION DESCRIPTION
 LU1526
 LU1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LU1526'14 MI NE FROM KORBEL.
 LU1526'ABOUT 10.5 MILES EAST ALONG U.S. HIGHWAY 299 FROM KORBEL, THENCE
 LU1526'ABOUT 3.5 MILES NORTH ALONG THE REDWOOD CREEK COUNTY ROAD, AT
 LU1526'THE SOUTHWEST CORNER OF A BRIDGE OVER RECWOOD CREEK, IN TOP
 LU1526'OF THE CONCRETE PILING.  A UNITED STATES GEOLOGICAL SURVEY
 LU1526'STANDARD DISK, STAMPED B 30 732 06.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0496 ***********************************************************************
 DB0496  DESIGNATION -  7320 4 BOR
 DB0496  PID         -  DB0496
 DB0496  STATE/COUNTY-  CA/IMPERIAL
 DB0496  USGS QUAD   -  MOUNT SIGNAL (1976)
 DB0496
 DB0496                         *CURRENT SURVEY CONTROL
 DB0496  ___________________________________________________________________
 DB0496* NAD 83(1986)-  32 39 12.     (N)    115 39 44.     (W)     SCALED    
 DB0496* NAVD 88     -         0.240  (meters)       0.79   (feet)  READJUSTED
 DB0496  ___________________________________________________________________
 DB0496  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DB0496  DYNAMIC HT  -           0.240 (meters)       0.79  (feet)  COMP
 DB0496  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 DB0496
 DB0496  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DB0496
 DB0496.The horizontal coordinates were scaled from a topographic map and have
 DB0496.an estimated accuracy of +/- 6 seconds.
 DB0496
 DB0496.The orthometric height was determined by differential leveling
 DB0496.and adjusted in January 1995.
 DB0496.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DB0496.distribution rate of 0.0 thru 1.0 mm/km.
 DB0496.The height was derived from older observations constrained to new
 DB0496.heights in a crustal motion area.  The height is approximate in
 DB0496.relation to other heights in its vicinity.
 DB0496
 DB0496.The geoid height was determined by GEOID03.
 DB0496
 DB0496.The dynamic height is computed by dividing the NAVD 88
 DB0496.geopotential number by the normal gravity value computed on the
 DB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0496.degrees latitude (g = 980.6199 gals.).
 DB0496
 DB0496.The modeled gravity was interpolated from observed gravity values.
 DB0496
 DB0496;                    North         East    Units  Estimated Accuracy
 DB0496;SPC CA 6     -   554,130.    2,055,150.      MT  (+/- 180 meters Scaled)
 DB0496
 DB0496                          SUPERSEDED SURVEY CONTROL
 DB0496
 DB0496  NGVD 29 (??/??/??)   -0.472  (m)           -1.55   (f) ADJUSTED    2 1
 DB0496
 DB0496.Superseded values are not recommended for survey control.
 DB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0496.See file dsdata.txt to determine how the superseded data were derived.
 DB0496
 DB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS254136(NAD 83)
 DB0496_MARKER: DD = SURVEY DISK
 DB0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0496_SP_SET: BRIDGE
 DB0496_STAMPING: 7320-4
 DB0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0496
 DB0496  HISTORY     - Date     Condition        Report By
 DB0496  HISTORY     - UNK      MONUMENTED       BOR
 DB0496  HISTORY     - 1969     GOOD             NGS
 DB0496  HISTORY     - 1974     GOOD             NGS
 DB0496  HISTORY     - 1977     GOOD             IID
 DB0496  HISTORY     - 1981     GOOD             IID
 DB0496
 DB0496                          STATION DESCRIPTION
 DB0496
 DB0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DB0496'10.2 MI S FROM SEELEY.
 DB0496'ABOUT 8.1 MILES SOUTH ALONG DREW ROAD FROM EVAN HEWES HIGHWAY
 DB0496'IN SEELEY, TO HIGHWAY 98, ABOUT 0.1 MILES WEST ALONG HIGHWAY 98
 DB0496'TO THE WESTSIDE MAIN CANAL, ABOUT 2.0 MILES SOUTH ALONG THE
 DB0496'WEST BANK OF THE CANAL TO THE WESTSIDE MAIN TURNOUT IN THE SE
 DB0496'1/4 SECTION 20.  SECTION 20, T 17 S., R 13 E.  NOTE-- A. U.S.
 DB0496'BUREAU OF RECLAMATION BRASS DISK SET ON THE CENTER OF THE
 DB0496'SOUTH WHEEL GUARD OF BRIDGE OVER WESTSIDE MAIN TURNOUT.
 DB0496
 DB0496                          STATION RECOVERY (1974)
 DB0496
 DB0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DB0496'RECOVERED IN GOOD CONDITION.
 DB0496
 DB0496                          STATION RECOVERY (1977)
 DB0496
 DB0496'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0496'RECOVERED IN GOOD CONDITION.
 DB0496
 DB0496                          STATION RECOVERY (1981)
 DB0496
 DB0496'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0288 ***********************************************************************
 EU0288  DESIGNATION -  737
 EU0288  PID         -  EU0288
 EU0288  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0288  USGS QUAD   -  NEEDLES (1975)
 EU0288
 EU0288                         *CURRENT SURVEY CONTROL
 EU0288  ___________________________________________________________________
 EU0288* NAD 83(1986)-  34 46 38.     (N)    114 35 59.     (W)     SCALED    
 EU0288* NAVD 88     -       225.50   (+/-2cm)     739.8    (feet)  VERTCON   
 EU0288  ___________________________________________________________________
 EU0288  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EU0288  VERT ORDER  -  FIRST     CLASS II (See Below)
 EU0288
 EU0288.The horizontal coordinates were scaled from a topographic map and have
 EU0288.an estimated accuracy of +/- 6 seconds.
 EU0288
 EU0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0288.The vertical order pertains to the NGVD 29 superseded value.
 EU0288
 EU0288.The geoid height was determined by GEOID03.
 EU0288
 EU0288;                    North         East    Units  Estimated Accuracy
 EU0288;SPC CA 5     -   646,940.    2,311,160.      MT  (+/- 180 meters Scaled)
 EU0288
 EU0288                          SUPERSEDED SURVEY CONTROL
 EU0288
 EU0288  NGVD 29 (??/??/??)  224.845  (m)          737.68   (f) ADJUSTED    1 2
 EU0288
 EU0288.Superseded values are not recommended for survey control.
 EU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0288.See file dsdata.txt to determine how the superseded data were derived.
 EU0288
 EU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU196509(NAD 83)
 EU0288_MARKER: DD = SURVEY DISK
 EU0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EU0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EU0288_STAMPING: 737 Y 737 737.613 1903
 EU0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0288
 EU0288  HISTORY     - Date     Condition        Report By
 EU0288  HISTORY     - 1903     MONUMENTED       USGS
 EU0288  HISTORY     - 1933     GOOD             NGS
 EU0288  HISTORY     - 1970     MARK NOT FOUND   USGS
 EU0288  HISTORY     - 1981     MARK NOT FOUND   NGS
 EU0288
 EU0288                          STATION DESCRIPTION
 EU0288
 EU0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EU0288'5.1 MI S FROM NEEDLES.
 EU0288'5.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA
 EU0288'AND SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY, 0.6
 EU0288'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 66, 550 FEET NORTH OF
 EU0288'THE JUNCTION OF THE NEW PAVED ROAD TO NEEDLES AIRPORT, 70 FEET
 EU0288'SOUTH OF THE JUNCTION OF THE OLD DIRT ROAD TO THE AIRPORT,
 EU0288'4 FEET SOUTH OF THE SOUTH END OF THE CONCRETE REINFORCEMENT FOR
 EU0288'THE EAST EDGE OF THE HIGHWAY AT THE POINT WHERE A WASH  CROSSES
 EU0288'THE HIGHWAY, 112.4 FEET NORTH OF THE NORTH END OF A LARGER AND
 EU0288'LONGER CONCRETE REINFORCEMENT FOR THE EAST EDGE OF THE HIGHWAY,
 EU0288'14.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT
 EU0288'NORTH OF A 6- BY 6-INCH REFERENCE AND PROTECTING POST.  A UNITED
 EU0288'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 737 Y 737 737.613
 EU0288'1903 AND RIVETED ON THE TOP OF A WHITE PAINTED IRON PIPE PROJECTING
 EU0288'1 FOOT ABOVE GROUND.
 EU0288
 EU0288                          STATION RECOVERY (1970)
 EU0288
 EU0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EU0288'MARK NOT FOUND.
 EU0288
 EU0288                          STATION RECOVERY (1981)
 EU0288
 EU0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EU0288'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5291 ***********************************************************************
 HS5291  DESIGNATION -  737.58=316
 HS5291  PID         -  HS5291
 HS5291  STATE/COUNTY-  CA/SANTA CRUZ
 HS5291  USGS QUAD   -  LOMA PRIETA (1996)
 HS5291
 HS5291                         *CURRENT SURVEY CONTROL
 HS5291  ___________________________________________________________________
 HS5291* NAD 83(1986)-  37 00 48.     (N)    121 45 08.     (W)     SCALED    
 HS5291* NAVD 88     -       225.980  (meters)     741.40   (feet)  ADJUSTED  
 HS5291  ___________________________________________________________________
 HS5291  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 HS5291  DYNAMIC HT  -         225.800 (meters)     740.81  (feet)  COMP
 HS5291  MODELED GRAV-     979,831.8   (mgal)                       NAVD 88
 HS5291
 HS5291  VERT ORDER  -  FIRST     CLASS II
 HS5291
 HS5291.The horizontal coordinates were scaled from a topographic map and have
 HS5291.an estimated accuracy of +/- 6 seconds.
 HS5291
 HS5291.The orthometric height was determined by differential leveling
 HS5291.and adjusted in February 1993.
 HS5291
 HS5291.The geoid height was determined by GEOID03.
 HS5291
 HS5291.The dynamic height is computed by dividing the NAVD 88
 HS5291.geopotential number by the normal gravity value computed on the
 HS5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5291.degrees latitude (g = 980.6199 gals.).
 HS5291
 HS5291.The modeled gravity was interpolated from observed gravity values.
 HS5291
 HS5291;                    North         East    Units  Estimated Accuracy
 HS5291;SPC CA 3     -   557,720.    1,888,560.      MT  (+/- 180 meters Scaled)
 HS5291
 HS5291                          SUPERSEDED SURVEY CONTROL
 HS5291
 HS5291  NGVD 29 (10/21/93)  225.141  (m)          738.65   (f) ADJUSTED    1 2
 HS5291
 HS5291.Superseded values are not recommended for survey control.
 HS5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5291.See file dsdata.txt to determine how the superseded data were derived.
 HS5291
 HS5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF110970(NAD 83)
 HS5291_MARKER: DD = SURVEY DISK
 HS5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5291_SP_SET: CONCRETE POST
 HS5291_STAMPING: A B 13 737.58
 HS5291_MARK LOGO: CA-087
 HS5291_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5291+STABILITY: SURFACE MOTION
 HS5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5291+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 HS5291
 HS5291  HISTORY     - Date     Condition        Report By
 HS5291  HISTORY     - UNK      MONUMENTED       CA-087
 HS5291  HISTORY     - 19900417 GOOD             NGS
 HS5291
 HS5291                          STATION DESCRIPTION
 HS5291
 HS5291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5291'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5291'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 HS5291'ALONG CASSERLY ROAD, THENCE 2.3 KM (1.4 MI) NORTHERLY ALONG MT
 HS5291'MADONNA ROAD, THENCE 2.9 KM (1.8 MI) ALONG HAZEL DELL ROAD, 8.8 M
 HS5291'(28.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.0 M (13.1 FT) SOUTH
 HS5291'OF A DRIVEWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND IN A
 HS5291'CONCRETE MONUMENT LEVEL WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0830 ***********************************************************************
 EU0830  DESIGNATION -  737.921
 EU0830  PID         -  EU0830
 EU0830  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0830  USGS QUAD   -  GENE WASH (1975)
 EU0830
 EU0830                         *CURRENT SURVEY CONTROL
 EU0830  ___________________________________________________________________
 EU0830* NAD 83(1986)-  34 17 26.     (N)    114 10 20.     (W)     SCALED    
 EU0830* NAVD 88     -       225.47   (+/-2cm)     739.7    (feet)  VERTCON   
 EU0830  ___________________________________________________________________
 EU0830  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EU0830  VERT ORDER  -  FIRST     CLASS I (See Below)
 EU0830
 EU0830.The horizontal coordinates were scaled from a topographic map and have
 EU0830.an estimated accuracy of +/- 6 seconds.
 EU0830
 EU0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 EU0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EU0830.The vertical order pertains to the NGVD 29 superseded value.
 EU0830
 EU0830.The geoid height was determined by GEOID03.
 EU0830
 EU0830;                    North         East    Units  Estimated Accuracy
 EU0830;SPC CA 5     -   594,400.    2,352,320.      MT  (+/- 180 meters Scaled)
 EU0830
 EU0830                          SUPERSEDED SURVEY CONTROL
 EU0830
 EU0830  NGVD 29 (08/15/05)  224.844  (m)          737.68   (f) ADJUSTED    1 1
 EU0830
 EU0830.Superseded values are not recommended for survey control.
 EU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0830.See file dsdata.txt to determine how the superseded data were derived.
 EU0830
 EU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT602979(NAD 83)
 EU0830_MARKER: DD = SURVEY DISK
 EU0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0830_SP_SET: CONCRETE DOOR SILL FOUNDATION
 EU0830_STAMPING: 737.921
 EU0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0830
 EU0830  HISTORY     - Date     Condition        Report By
 EU0830  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0830  HISTORY     - 1976     GOOD             NGS
 EU0830
 EU0830                          STATION DESCRIPTION
 EU0830
 EU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EU0830'3.1 MI SW FROM PARKER DAM.
 EU0830'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE
 EU0830'DAM, THENCE 2.3 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.2 MILE
 EU0830'SOUTHWEST ALONG A PAVED ROAD TO GENE PUMPING STATION, IN TOP OF THE
 EU0830'WEST END OF THE CONCRETE FOUNDATION FOR THE LARGE DOOR AT NORTH END
 EU0830'OF THE PUMP BUILDING, 6 FT. WEST OF THE CENTERLINE OF THE DOOR, 13 FT.
 EU0830'EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 EU0830'THE MARK IS ABOVE LEVEL WITH FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3447 ***********************************************************************
 EW3447  DESIGNATION -  738+76.82   738+25.20 EC
 EW3447  PID         -  EW3447
 EW3447  STATE/COUNTY-  CA/LOS ANGELES
 EW3447  USGS QUAD   -  FRAZIER MTN (1991)
 EW3447
 EW3447                         *CURRENT SURVEY CONTROL
 EW3447  ___________________________________________________________________
 EW3447* NAD 83(1986)-  34 48 34.     (N)    118 53 04.     (W)     SCALED    
 EW3447* NAVD 88     -      1216.85   (+/-2cm)    3992.3    (feet)  VERTCON   
 EW3447  ___________________________________________________________________
 EW3447  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EW3447  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW3447
 EW3447.The horizontal coordinates were scaled from a topographic map and have
 EW3447.an estimated accuracy of +/- 6 seconds.
 EW3447
 EW3447.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3447.The vertical order pertains to the NGVD 29 superseded value.
 EW3447
 EW3447.The geoid height was determined by GEOID03.
 EW3447
 EW3447;                    North         East    Units  Estimated Accuracy
 EW3447;SPC CA 5     -   645,610.    1,919,080.      MT  (+/- 180 meters Scaled)
 EW3447
 EW3447                          SUPERSEDED SURVEY CONTROL
 EW3447
 EW3447  NGVD 29 (??/??/92) 1215.93   (m)         3989.3    (f) COMPUTED    1 1
 EW3447
 EW3447.Superseded values are not recommended for survey control.
 EW3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3447.See file dsdata.txt to determine how the superseded data were derived.
 EW3447
 EW3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU276535(NAD 83)
 EW3447_MARKER: DD = SURVEY DISK
 EW3447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW3447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW3447_STAMPING: 738+67.82 738+25.20
 EW3447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW3447+STABILITY: SURFACE MOTION
 EW3447
 EW3447  HISTORY     - Date     Condition        Report By
 EW3447  HISTORY     - UNK      MONUMENTED       CADH
 EW3447  HISTORY     - 1971     GOOD             NGS
 EW3447  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW3447  HISTORY     - 1987     MARK NOT FOUND   NGS
 EW3447
 EW3447                          STATION DESCRIPTION
 EW3447
 EW3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW3447'2.5 MI W FROM GORMAN.
 EW3447'2.5 MILES WEST ALONG PEACE VALLEY ROAD FROM THE JUNCTION OF
 EW3447'GORMAN SCHOOL ROAD AT GORMAN, 0.1 MILE SOUTH OF AN ASPHALT
 EW3447'ROAD CROSSOVER AND POWER LINE CROSSING, 35 1/2 FEET WEST OF THE
 EW3447'CENTER LINE OF THE EAST LANES OF THE ROAD, 34 1/2 FEET EAST OF
 EW3447'THE CENTER LINE OF THE WEST LANES, 30.2 FEET SOUTH OF THE
 EW3447'SOUTHWEST CORNER OF CONCRETE CATCH BASIN D 739+00, 0.9 FOOT
 EW3447'SOUTH OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE ROAD AND IN
 EW3447'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EW3447
 EW3447                          STATION RECOVERY (1978)
 EW3447
 EW3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW3447'MARK NOT FOUND.
 EW3447
 EW3447                          STATION RECOVERY (1987)
 EW3447
 EW3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW3447'NOT RECOVERED.  THE DESCRIBED MEDIAN HAS BEEN GRADED AND REFILLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS5293 ***********************************************************************
 HS5293  DESIGNATION -  739.34=315
 HS5293  PID         -  HS5293
 HS5293  STATE/COUNTY-  CA/SANTA CRUZ
 HS5293  USGS QUAD   -  LOMA PRIETA (1996)
 HS5293
 HS5293                         *CURRENT SURVEY CONTROL
 HS5293  ___________________________________________________________________
 HS5293* NAD 83(1986)-  37 01 16.     (N)    121 45 31.     (W)     SCALED    
 HS5293* NAVD 88     -       226.228  (meters)     742.22   (feet)  ADJUSTED  
 HS5293  ___________________________________________________________________
 HS5293  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 HS5293  DYNAMIC HT  -         226.046 (meters)     741.62  (feet)  COMP
 HS5293  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 HS5293
 HS5293  VERT ORDER  -  FIRST     CLASS II
 HS5293
 HS5293.The horizontal coordinates were scaled from a topographic map and have
 HS5293.an estimated accuracy of +/- 6 seconds.
 HS5293
 HS5293.The orthometric height was determined by differential leveling
 HS5293.and adjusted in February 1993.
 HS5293
 HS5293.The geoid height was determined by GEOID03.
 HS5293
 HS5293.The dynamic height is computed by dividing the NAVD 88
 HS5293.geopotential number by the normal gravity value computed on the
 HS5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS5293.degrees latitude (g = 980.6199 gals.).
 HS5293
 HS5293.The modeled gravity was interpolated from observed gravity values.
 HS5293
 HS5293;                    North         East    Units  Estimated Accuracy
 HS5293;SPC CA 3     -   558,590.    1,888,000.      MT  (+/- 180 meters Scaled)
 HS5293
 HS5293                          SUPERSEDED SURVEY CONTROL
 HS5293
 HS5293  NGVD 29 (10/21/93)  225.387  (m)          739.46   (f) ADJUSTED    1 2
 HS5293
 HS5293.Superseded values are not recommended for survey control.
 HS5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS5293.See file dsdata.txt to determine how the superseded data were derived.
 HS5293
 HS5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF104979(NAD 83)
 HS5293_MARKER: DD = SURVEY DISK
 HS5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS5293_SP_SET: CONCRETE POST
 HS5293_STAMPING: A B 12 739.34
 HS5293_MARK LOGO: CA-087
 HS5293_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS5293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS5293+STABILITY: SURFACE MOTION
 HS5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HS5293+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 HS5293
 HS5293  HISTORY     - Date     Condition        Report By
 HS5293  HISTORY     - UNK      MONUMENTED       CA-087
 HS5293  HISTORY     - 19900417 GOOD             NGS
 HS5293
 HS5293                          STATION DESCRIPTION
 HS5293
 HS5293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HS5293'3.6 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 152 FROM ITS JUNCTION
 HS5293'WITH MAIN STREET IN WATSONVILLE, THENCE 3.4 KM (2.1 MI) WESTERLY
 HS5293'ALONG CASSERLY ROAD, THENCE 2.3 KM (1.4 MI) NORTHERLY ALONG MT
 HS5293'MADONNA ROAD, THENCE 4.4 KM (2.7 MI) NORTHWESTERLY ALONG HAZEL DELL
 HS5293'ROAD, 5.4 M (17.7 FT) NORTH OF THE CENTERLINE OF THE ROAD, 3.8 M
 HS5293'(12.5 FT) SOUTH OF THE CENTER OF GAME COCK ROAD, 2.0 M (6.6 FT) ABOVE
 HS5293'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3482 ***********************************************************************
 HS3482  DESIGNATION -  739.899
 HS3482  PID         -  HS3482
 HS3482  STATE/COUNTY-  CA/ALAMEDA
 HS3482  USGS QUAD   -  ALTAMONT (1981)
 HS3482
 HS3482                         *CURRENT SURVEY CONTROL
 HS3482  ___________________________________________________________________
 HS3482* NAD 83(1986)-  37 44 38.     (N)    121 39 45.     (W)     SCALED    
 HS3482* NAVD 88     -       226.33   (+/-2cm)     742.6    (feet)  VERTCON   
 HS3482  ___________________________________________________________________
 HS3482  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HS3482  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS3482
 HS3482.The horizontal coordinates were scaled from a topographic map and have
 HS3482.an estimated accuracy of +/- 6 seconds.
 HS3482
 HS3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3482.The vertical order pertains to the NGVD 29 superseded value.
 HS3482
 HS3482.The geoid height was determined by GEOID03.
 HS3482
 HS3482;                    North         East    Units  Estimated Accuracy
 HS3482;SPC CA 3     -   638,680.    1,897,550.      MT  (+/- 180 meters Scaled)
 HS3482
 HS3482                          SUPERSEDED SURVEY CONTROL
 HS3482
 HS3482  NGVD 29 (??/??/??)  225.529  (m)          739.92   (f) ADJUSTED    1 1
 HS3482
 HS3482.Superseded values are not recommended for survey control.
 HS3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3482.See file dsdata.txt to determine how the superseded data were derived.
 HS3482
 HS3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG178782(NAD 83)
 HS3482_MARKER: P = PIPE CAP
 HS3482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3482_SP_SET: SHALLOW-SET PIPE
 HS3482_STAMPING: 739.899 B
 HS3482_MARK LOGO: USGS  
 HS3482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3482
 HS3482  HISTORY     - Date     Condition        Report By
 HS3482  HISTORY     - UNK      MONUMENTED       USGS
 HS3482  HISTORY     - 1964     GOOD             NGS
 HS3482  HISTORY     - 1965     GOOD             NGS
 HS3482  HISTORY     - 1974     GOOD             NGS
 HS3482
 HS3482                          STATION DESCRIPTION
 HS3482
 HS3482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HS3482'AT ALTAMONT.
 HS3482'AT ALTAMONT ABOUT 300 FEET NORTHEAST OF THE SOUTHERN PACIFIC
 HS3482'COMPANY RAILROAD STATION SITE, 110 FEET EAST-SOUTHEAST OF AND
 HS3482'ACROSS THE TRACK FROM THE 5TH POLE NORTHEAST OF MILEPOLE 55,
 HS3482'40.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 HS3482'200 FEET NORTH-NORTHWEST OF THE WEST CORNER OF A UNION 76 GARAGE
 HS3482'AND STATION, 28 FEET NORTHEAST OF A TELEPHONE POLE, 1.0 FOOT
 HS3482'SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 HS3482'TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 HS3482'0.3 FOOT ABOVE THE GROUND.
 HS3482
 HS3482                          STATION RECOVERY (1965)
 HS3482
 HS3482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS3482'RECOVERED IN GOOD CONDITION.
 HS3482
 HS3482                          STATION RECOVERY (1974)
 HS3482
 HS3482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HS3482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1561 ***********************************************************************
 JS1561  DESIGNATION -  73=TIDAL MARK
 JS1561  PID         -  JS1561
 JS1561  STATE/COUNTY-  CA/YOLO
 JS1561  USGS QUAD   -  CLARKSBURG (1980)
 JS1561
 JS1561                         *CURRENT SURVEY CONTROL
 JS1561  ___________________________________________________________________
 JS1561* NAD 83(1986)-  38 25 02.     (N)    121 31 30.     (W)     SCALED    
 JS1561* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 JS1561  ___________________________________________________________________
 JS1561  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JS1561  VERT ORDER  -  THIRD (See Below)
 JS1561
 JS1561.The horizontal coordinates were scaled from a topographic map and have
 JS1561.an estimated accuracy of +/- 6 seconds.
 JS1561
 JS1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1561.The vertical order pertains to the NGVD 29 superseded value.
 JS1561
 JS1561.The geoid height was determined by GEOID03.
 JS1561
 JS1561;                    North         East    Units  Estimated Accuracy
 JS1561;SPC CA 2     -   583,430.    2,041,480.      MT  (+/- 180 meters Scaled)
 JS1561
 JS1561                          SUPERSEDED SURVEY CONTROL
 JS1561
 JS1561  NGVD 29 (??/??/??)    3.83   (m)           12.6    (f) RESET       3  
 JS1561
 JS1561.Superseded values are not recommended for survey control.
 JS1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1561.See file dsdata.txt to determine how the superseded data were derived.
 JS1561
 JS1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH287531(NAD 83)
 JS1561_MARKER: P = PIPE CAP
 JS1561_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1561_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1561_STAMPING: 73 15.63
 JS1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1561
 JS1561  HISTORY     - Date     Condition        Report By
 JS1561  HISTORY     - UNK      MONUMENTED       DOD
 JS1561  HISTORY     - 1964     POOR             NGS
 JS1561  HISTORY     - 1967     POOR             USGS
 JS1561
 JS1561                          STATION DESCRIPTION
 JS1561
 JS1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JS1561'AT CLARKSBURG.
 JS1561'AT CLARKSBURG, AT THE INTERSECTION OF SOUTH CENTER STREET AND
 JS1561'NETHERLANDS AVENUE, 43.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JS1561'AVENUE, 40.0 FEET NORTHEAST OF AND ACROSS THE AVENUE FROM THE
 JS1561'NORTH CORNER OF A RED AND WHITE GROCERY STORE, 14.0 FEET NORTHEAST
 JS1561'OF THE CENTER LINE OF THE STREET, 3.3 FEET SOUTHWEST OF A
 JS1561'TELEPHONE POLE, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 JS1561'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE PIPE IS
 JS1561'LEANING AND THE MARK APPEARS TO HAVE BEEN DISTURBED.
 JS1561
 JS1561                          STATION RECOVERY (1967)
 JS1561
 JS1561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JS1561'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1921 ***********************************************************************
 DX1921  DESIGNATION -  74
 DX1921  PID         -  DX1921
 DX1921  STATE/COUNTY-  CA/ORANGE
 DX1921  USGS QUAD   -  TUSTIN (1981)
 DX1921
 DX1921                         *CURRENT SURVEY CONTROL
 DX1921  ___________________________________________________________________
 DX1921* NAD 83(1986)-  33 43 38.     (N)    117 52 04.     (W)     SCALED    
 DX1921* NAVD 88     -        22.64   (+/-2cm)      74.3    (feet)  VERTCON   
 DX1921  ___________________________________________________________________
 DX1921  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1921  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1921
 DX1921.The horizontal coordinates were scaled from a topographic map and have
 DX1921.an estimated accuracy of +/- 6 seconds.
 DX1921
 DX1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1921.The vertical order pertains to the NGVD 29 superseded value.
 DX1921
 DX1921.The geoid height was determined by GEOID03.
 DX1921
 DX1921;                    North         East    Units  Estimated Accuracy
 DX1921;SPC CA 6     -   674,240.    1,850,080.      MT  (+/- 180 meters Scaled)
 DX1921
 DX1921                          SUPERSEDED SURVEY CONTROL
 DX1921
 DX1921  NGVD 29 (??/??/??)   21.936  (m)           71.97   (f) ADJUSTED    1 2
 DX1921
 DX1921.Superseded values are not recommended for survey control.
 DX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1921.See file dsdata.txt to determine how the superseded data were derived.
 DX1921
 DX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196322(NAD 83)
 DX1921_MARKER: DD = SURVEY DISK
 DX1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1921+STABILITY: SURFACE MOTION
 DX1921
 DX1921  HISTORY     - Date     Condition        Report By
 DX1921  HISTORY     - UNK      MONUMENTED       CA3420
 DX1921  HISTORY     - 1969     GOOD             NGS
 DX1921  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1921
 DX1921                          STATION DESCRIPTION
 DX1921
 DX1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DX1921'AT SANTA ANA.
 DX1921'IN SANTA ANA, AT THE INTERSECTION OF SOUTH MAIN STREET AND EDINGER
 DX1921'AVENUE, ABOUT 28 FEET SOUTH OF THE CENTER OF THE TRAFFIC MEDIAN
 DX1921'OF EDINGER AVENUE TO THE WEST, ABOUT THREE FEET WEST OF THE DOUBLE
 DX1921'YELLOW TRAFFIC STRIPE OF SOUTH MAIN STREET TO THE NORTH, SET IN
 DX1921'CONCRETE ABOUT TWO FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS
 DX1921'TO WHICH IS HAD THROUGH A 6 INCH TILE PIPE WITH AN 8 INCH METAL
 DX1921'COVER.
 DX1921
 DX1921                          STATION RECOVERY (1977)
 DX1921
 DX1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1921'DESCRIBED LOCATION IS A BUSY INTERSECTION , ACCESS COVER WAS VISIBLE
 DX1921'FROM STREET CORNER BUT WAS NOT INVESTIGATED IN THE INTEREST OF SAFETY.
 DX1921'BENCH MARK NOT SEARCHED FOR OR RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1935 ***********************************************************************
 JT1935  DESIGNATION -  74 A
 JT1935  PID         -  JT1935
 JT1935  STATE/COUNTY-  CA/NAPA
 JT1935  USGS QUAD   -  NAPA (1980)
 JT1935
 JT1935                         *CURRENT SURVEY CONTROL
 JT1935  ___________________________________________________________________
 JT1935* NAD 83(1986)-  38 21 32.     (N)    122 19 08.     (W)     SCALED    
 JT1935* NAVD 88     -        26.36   (+/-2cm)      86.5    (feet)  VERTCON   
 JT1935  ___________________________________________________________________
 JT1935  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JT1935  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1935
 JT1935.The horizontal coordinates were scaled from a topographic map and have
 JT1935.an estimated accuracy of +/- 6 seconds.
 JT1935
 JT1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1935.The vertical order pertains to the NGVD 29 superseded value.
 JT1935
 JT1935.The geoid height was determined by GEOID03.
 JT1935
 JT1935;                    North         East    Units  Estimated Accuracy
 JT1935;SPC CA 2     -   576,890.    1,972,130.      MT  (+/- 180 meters Scaled)
 JT1935
 JT1935                          SUPERSEDED SURVEY CONTROL
 JT1935
 JT1935  NGVD 29 (??/??/92)   25.559  (m)           83.85   (f) ADJ UNCH    1 1
 JT1935
 JT1935.Superseded values are not recommended for survey control.
 JT1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1935.See file dsdata.txt to determine how the superseded data were derived.
 JT1935
 JT1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH595458(NAD 83)
 JT1935_MARKER: DD = SURVEY DISK
 JT1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1935_SP_SET: CONCRETE POST
 JT1935_MARK LOGO: CA2330
 JT1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1935+STABILITY: SURFACE MOTION
 JT1935
 JT1935  HISTORY     - Date     Condition        Report By
 JT1935  HISTORY     - 1971     MONUMENTED       CA2330
 JT1935
 JT1935                          STATION DESCRIPTION
 JT1935
 JT1935'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1935'ALONG OAK KNOLL AVENUE, 341 FT (103.9 M) EAST OF NO. 1180 DRIVEWAY, 10
 JT1935'FT (3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1935'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0724 ***********************************************************************
 DB0724  DESIGNATION -  74 A IID
 DB0724  PID         -  DB0724
 DB0724  STATE/COUNTY-  CA/IMPERIAL
 DB0724  USGS QUAD   -  SEELEY (1979)
 DB0724
 DB0724                         *CURRENT SURVEY CONTROL
 DB0724  ___________________________________________________________________
 DB0724* NAD 83(1986)-  32 52 27.     (N)    115 40 40.     (W)     SCALED    
 DB0724* NAVD 88     -       -15.575  (meters)     -51.10   (feet)  READJUSTED
 DB0724  ___________________________________________________________________
 DB0724  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DB0724  DYNAMIC HT  -         -15.560 (meters)     -51.05  (feet)  COMP
 DB0724  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 DB0724
 DB0724  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0724
 DB0724.The horizontal coordinates were scaled from a topographic map and have
 DB0724.an estimated accuracy of +/- 6 seconds.
 DB0724
 DB0724.The orthometric height was determined by differential leveling
 DB0724.and adjusted in January 1995.
 DB0724.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0724.distribution rate of 1.1 thru 2.0 mm/km.
 DB0724.The height was derived from older observations constrained to new
 DB0724.heights in a crustal motion area.  The height is approximate in
 DB0724.relation to other heights in its vicinity.
 DB0724
 DB0724.The geoid height was determined by GEOID03.
 DB0724
 DB0724.The dynamic height is computed by dividing the NAVD 88
 DB0724.geopotential number by the normal gravity value computed on the
 DB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0724.degrees latitude (g = 980.6199 gals.).
 DB0724
 DB0724.The modeled gravity was interpolated from observed gravity values.
 DB0724
 DB0724;                    North         East    Units  Estimated Accuracy
 DB0724;SPC CA 6     -   578,610.    2,053,550.      MT  (+/- 180 meters Scaled)
 DB0724
 DB0724                          SUPERSEDED SURVEY CONTROL
 DB0724
 DB0724  NGVD 29 (??/??/??)  -16.267  (m)          -53.37   (f) ADJUSTED    2 1
 DB0724
 DB0724.Superseded values are not recommended for survey control.
 DB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0724.See file dsdata.txt to determine how the superseded data were derived.
 DB0724
 DB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS236381(NAD 83)
 DB0724_MARKER: Q = CHISELED SQUARE
 DB0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0724_SP_SET: CANAL
 DB0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0724
 DB0724  HISTORY     - Date     Condition        Report By
 DB0724  HISTORY     - UNK      MONUMENTED       IID
 DB0724  HISTORY     - 1974     GOOD             NGS
 DB0724  HISTORY     - 1977     GOOD             IID
 DB0724  HISTORY     - 1981     GOOD             IID
 DB0724
 DB0724                          STATION DESCRIPTION
 DB0724
 DB0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DB0724'9.3 MI NW FROM IMPERIAL.
 DB0724'ABOUT 3.0 MILES WEST ALONG WORTHINGTON ROAD (8TH STREET IN IMPERIAL),
 DB0724'FROM HIGHWAY 86 IN IMPERIAL TO FORRESTER ROAD, ABOUT 2.3 MILES
 DB0724'NORTH ALONG FORRESTER ROAD TO THOMPSON ROAD, ABOUT 4.0 MILES
 DB0724'WEST ALONG THOMPSON ROAD, AND ON SOUTH SIDE OF WESTSIDE MAIN
 DB0724'CANAL TO WESTSIDE MAIN CANAL DELIVER 24.  SECTION 12, T15S, R12E.
 DB0724'NOTE-- A SQUARE CHIPPED ON THE SOUTHWEST WINGWALL OF WESTSIDE
 DB0724'MAIN DELIVERY 24.
 DB0724
 DB0724                          STATION RECOVERY (1977)
 DB0724
 DB0724'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0724'RECOVERED IN GOOD CONDITION.
 DB0724
 DB0724                          STATION RECOVERY (1981)
 DB0724
 DB0724'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2260 ***********************************************************************
 JS2260  DESIGNATION -  74 B
 JS2260  PID         -  JS2260
 JS2260  STATE/COUNTY-  CA/YOLO
 JS2260  USGS QUAD   -  MERRITT (1992)
 JS2260
 JS2260                         *CURRENT SURVEY CONTROL
 JS2260  ___________________________________________________________________
 JS2260* NAD 83(1986)-  38 31 41.     (N)    121 48 01.     (W)     SCALED    
 JS2260* NAVD 88     -        23.350  (meters)      76.61   (feet)  ADJUSTED  
 JS2260  ___________________________________________________________________
 JS2260  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JS2260  DYNAMIC HT  -          23.335 (meters)      76.56  (feet)  COMP
 JS2260  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JS2260
 JS2260  VERT ORDER  -  FIRST     CLASS I
 JS2260
 JS2260.The horizontal coordinates were scaled from a topographic map and have
 JS2260.an estimated accuracy of +/- 6 seconds.
 JS2260
 JS2260.The orthometric height was determined by differential leveling
 JS2260.and adjusted in June 1991.
 JS2260
 JS2260.The geoid height was determined by GEOID03.
 JS2260
 JS2260.The dynamic height is computed by dividing the NAVD 88
 JS2260.geopotential number by the normal gravity value computed on the
 JS2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS2260.degrees latitude (g = 980.6199 gals.).
 JS2260
 JS2260.The modeled gravity was interpolated from observed gravity values.
 JS2260
 JS2260;                    North         East    Units  Estimated Accuracy
 JS2260;SPC CA 2     -   595,640.    2,017,420.      MT  (+/- 180 meters Scaled)
 JS2260
 JS2260                          SUPERSEDED SURVEY CONTROL
 JS2260
 JS2260  NGVD 29 (??/??/??)   22.58   (m)           74.1    (f) RESET       3  
 JS2260
 JS2260.Superseded values are not recommended for survey control.
 JS2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2260.See file dsdata.txt to determine how the superseded data were derived.
 JS2260
 JS2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH045650(NAD 83)
 JS2260_MARKER: DD = SURVEY DISK
 JS2260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS2260_SP_SET: MONUMENT
 JS2260_STAMPING: 74 B 74.586 1905
 JS2260_MARK LOGO: USGS  
 JS2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS2260+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2007
 JS2260
 JS2260  HISTORY     - Date     Condition        Report By
 JS2260  HISTORY     - 1905     MONUMENTED       USGS
 JS2260  HISTORY     - 1964     GOOD             NGS
 JS2260  HISTORY     - 1971     GOOD             NGS
 JS2260  HISTORY     - 20071128 GOOD             UC
 JS2260
 JS2260                          STATION DESCRIPTION
 JS2260
 JS2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 JS2260'4.6 MI SW FROM DAVIS.
 JS2260'3.2 MILES WEST ALONG RUSSELL BOULEVARD FROM THE JUNCTION OF
 JS2260'3RD STREET AT DAVIS, THENCE 1.3 MILES SOUTH ALONG PEDRICK
 JS2260'ROAD, THENCE 0.15 MILE EAST ALONG THE NORTH LEVEE ROAD OF PUTAH
 JS2260'CREEK, 60 FEET NORTH OF THE CENTER LINE OF THE ROAD, VERTICALLY
 JS2260'IN THE NORTH FACE OF TRIANGULATION STATION YOLO SE BASE
 JS2260'(GRANITE MONUMENT ON A BRICK FOUNDATION PROJECTING 10 FEET),
 JS2260'AND ABOUT LEVEL WITH THE ROAD.
 JS2260
 JS2260                          STATION RECOVERY (1971)
 JS2260
 JS2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JS2260'RECOVERED IN GOOD CONDITION.
 JS2260
 JS2260                          STATION RECOVERY (2007)
 JS2260
 JS2260'RECOVERY NOTE BY UNIVERSITY OF CALIFORNIA 2007 (RHB)
 JS2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1936 ***********************************************************************
 JT1936  DESIGNATION -  74 B
 JT1936  PID         -  JT1936
 JT1936  STATE/COUNTY-  CA/NAPA
 JT1936  USGS QUAD   -  NAPA (1980)
 JT1936
 JT1936                         *CURRENT SURVEY CONTROL
 JT1936  ___________________________________________________________________
 JT1936* NAD 83(1986)-  38 21 40.     (N)    122 18 53.     (W)     SCALED    
 JT1936* NAVD 88     -        23.04   (+/-2cm)      75.6    (feet)  VERTCON   
 JT1936  ___________________________________________________________________
 JT1936  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JT1936  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1936
 JT1936.The horizontal coordinates were scaled from a topographic map and have
 JT1936.an estimated accuracy of +/- 6 seconds.
 JT1936
 JT1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1936.The vertical order pertains to the NGVD 29 superseded value.
 JT1936
 JT1936.The geoid height was determined by GEOID03.
 JT1936
 JT1936;                    North         East    Units  Estimated Accuracy
 JT1936;SPC CA 2     -   577,140.    1,972,490.      MT  (+/- 180 meters Scaled)
 JT1936
 JT1936                          SUPERSEDED SURVEY CONTROL
 JT1936
 JT1936  NGVD 29 (??/??/92)   22.236  (m)           72.95   (f) ADJ UNCH    1 1
 JT1936
 JT1936.Superseded values are not recommended for survey control.
 JT1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1936.See file dsdata.txt to determine how the superseded data were derived.
 JT1936
 JT1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH598461(NAD 83)
 JT1936_MARKER: DD = SURVEY DISK
 JT1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1936_SP_SET: CONCRETE POST
 JT1936_MARK LOGO: CA2330
 JT1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1936+STABILITY: SURFACE MOTION
 JT1936
 JT1936  HISTORY     - Date     Condition        Report By
 JT1936  HISTORY     - 1971     MONUMENTED       CA2330
 JT1936  HISTORY     - 19470531 GOOD             LOCENG
 JT1936
 JT1936                          STATION DESCRIPTION
 JT1936
 JT1936'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1936'ALONG OAK KNOLL AVENUE, 0.3 MI (0.5 KM) WEST OF BIG RANCH ROAD, 10 FT
 JT1936'(3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1936'BRASS CAP.
 JT1936
 JT1936                          STATION RECOVERY (1947)
 JT1936
 JT1936'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947 (RB)
 JT1936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0979 ***********************************************************************
 DB0979  DESIGNATION -  74 B IID
 DB0979  PID         -  DB0979
 DB0979  STATE/COUNTY-  CA/IMPERIAL
 DB0979  USGS QUAD   -  BRAWLEY NW (1979)
 DB0979
 DB0979                         *CURRENT SURVEY CONTROL
 DB0979  ___________________________________________________________________
 DB0979* NAD 83(1986)-  32 53 07.     (N)    115 39 51.     (W)     SCALED    
 DB0979* NAVD 88     -       -15.549  (meters)     -51.01   (feet)  READJUSTED
 DB0979  ___________________________________________________________________
 DB0979  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DB0979  DYNAMIC HT  -         -15.530 (meters)     -50.95  (feet)  COMP
 DB0979  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DB0979
 DB0979  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DB0979
 DB0979.The horizontal coordinates were scaled from a topographic map and have
 DB0979.an estimated accuracy of +/- 6 seconds.
 DB0979
 DB0979.The orthometric height was determined by differential leveling
 DB0979.and adjusted in January 1995.
 DB0979.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DB0979.distribution rate of 1.1 thru 2.0 mm/km.
 DB0979.The height was derived from older observations constrained to new
 DB0979.heights in a crustal motion area.  The height is approximate in
 DB0979.relation to other heights in its vicinity.
 DB0979
 DB0979.The geoid height was determined by GEOID03.
 DB0979
 DB0979.The dynamic height is computed by dividing the NAVD 88
 DB0979.geopotential number by the normal gravity value computed on the
 DB0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0979.degrees latitude (g = 980.6199 gals.).
 DB0979
 DB0979.The modeled gravity was interpolated from observed gravity values.
 DB0979
 DB0979;                    North         East    Units  Estimated Accuracy
 DB0979;SPC CA 6     -   579,850.    2,054,820.      MT  (+/- 180 meters Scaled)
 DB0979
 DB0979                          SUPERSEDED SURVEY CONTROL
 DB0979
 DB0979  NGVD 29 (??/??/??)  -16.238  (m)          -53.27   (f) ADJUSTED    2 1
 DB0979
 DB0979.Superseded values are not recommended for survey control.
 DB0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0979.See file dsdata.txt to determine how the superseded data were derived.
 DB0979
 DB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS249393(NAD 83)
 DB0979_MARKER: Q = CHISELED SQUARE
 DB0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0979_SP_SET: CANAL
 DB0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0979
 DB0979  HISTORY     - Date     Condition        Report By
 DB0979  HISTORY     - UNK      MONUMENTED       IID
 DB0979  HISTORY     - 1974     GOOD             NGS
 DB0979  HISTORY     - 1977     GOOD             IID
 DB0979  HISTORY     - 1981     GOOD             IID
 DB0979
 DB0979                          STATION DESCRIPTION
 DB0979
 DB0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DB0979'8.3 MI NW FROM IMPERIAL.
 DB0979'ABOUT 3.0 MILES WEST ALONG WORTHINGTON ROAD (8TH STREET IN
 DB0979'IMPERIAL), FROM HIGHWAY 86 IN IMPERIAL, TO FORRESTER ROAD, ABOUT
 DB0979'2.3 MILES NORTH ALONG FORRESTER ROAD TO THOMPSON ROAD, ABOUT 3.0
 DB0979'MILES WEST ALONG THOMPSON ROAD, AND ON THE SOUTH SIDE OF THE
 DB0979'WESTSIDE MAIN CANAL TO WESTSIDE MAIN CANAL, DELIVERY 24B.  SECTION
 DB0979'31, T14S, R13E.  NOTE-- A CHIPPED SQUARE ON THE SOUTH UPSTREAM
 DB0979'WINGWALL OF WESTSIDE MAIN DELIVERY 24-B.
 DB0979
 DB0979                          STATION RECOVERY (1977)
 DB0979
 DB0979'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0979'RECOVERED IN GOOD CONDITION.
 DB0979
 DB0979                          STATION RECOVERY (1981)
 DB0979
 DB0979'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1937 ***********************************************************************
 JT1937  DESIGNATION -  74 C
 JT1937  PID         -  JT1937
 JT1937  STATE/COUNTY-  CA/NAPA
 JT1937  USGS QUAD   -  NAPA (1980)
 JT1937
 JT1937                         *CURRENT SURVEY CONTROL
 JT1937  ___________________________________________________________________
 JT1937* NAD 83(1986)-  38 21 45.     (N)    122 18 44.     (W)     SCALED    
 JT1937* NAVD 88     -        20.73   (+/-2cm)      68.0    (feet)  VERTCON   
 JT1937  ___________________________________________________________________
 JT1937  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JT1937  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1937
 JT1937.The horizontal coordinates were scaled from a topographic map and have
 JT1937.an estimated accuracy of +/- 6 seconds.
 JT1937
 JT1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1937.The vertical order pertains to the NGVD 29 superseded value.
 JT1937
 JT1937.The geoid height was determined by GEOID03.
 JT1937
 JT1937;                    North         East    Units  Estimated Accuracy
 JT1937;SPC CA 2     -   577,290.    1,972,710.      MT  (+/- 180 meters Scaled)
 JT1937
 JT1937                          SUPERSEDED SURVEY CONTROL
 JT1937
 JT1937  NGVD 29 (??/??/92)   19.93   (m)           65.4    (f) COMPUTED    1 1
 JT1937
 JT1937.Superseded values are not recommended for survey control.
 JT1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1937.See file dsdata.txt to determine how the superseded data were derived.
 JT1937
 JT1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH600462(NAD 83)
 JT1937_MARKER: DD = SURVEY DISK
 JT1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1937_SP_SET: CONCRETE POST
 JT1937_MARK LOGO: CA2330
 JT1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1937+STABILITY: SURFACE MOTION
 JT1937
 JT1937  HISTORY     - Date     Condition        Report By
 JT1937  HISTORY     - 1971     MONUMENTED       CA2330
 JT1937
 JT1937                          STATION DESCRIPTION
 JT1937
 JT1937'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1937'ALONG BIG RANCH ROAD, 10 FT (3.0 M) SOUTH OF CENTERLINE OF OAK KNOLL
 JT1937'AVENUE A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0971 ***********************************************************************
 DB0971  DESIGNATION -  74 C IID
 DB0971  PID         -  DB0971
 DB0971  STATE/COUNTY-  CA/IMPERIAL
 DB0971  USGS QUAD   -  BRAWLEY (1979)
 DB0971
 DB0971                         *CURRENT SURVEY CONTROL
 DB0971  ___________________________________________________________________
 DB0971* NAD 83(1986)-  32 54 49.     (N)    115 37 32.     (W)     SCALED    
 DB0971* NAVD 88     -       -20.772  (meters)     -68.15   (feet)  READJUSTED
 DB0971  ___________________________________________________________________
 DB0971  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DB0971  DYNAMIC HT  -         -20.750 (meters)     -68.08  (feet)  COMP
 DB0971  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 DB0971
 DB0971  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DB0971
 DB0971.The horizontal coordinates were scaled from a topographic map and have
 DB0971.an estimated accuracy of +/- 6 seconds.
 DB0971
 DB0971.The orthometric height was determined by differential leveling
 DB0971.and adjusted in January 1995.
 DB0971.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DB0971.distribution rate of 2.1 thru 3.0 mm/km.
 DB0971.The height was derived from older observations constrained to new
 DB0971.heights in a crustal motion area.  The height is approximate in
 DB0971.relation to other heights in its vicinity.
 DB0971
 DB0971.The geoid height was determined by GEOID03.
 DB0971
 DB0971.The dynamic height is computed by dividing the NAVD 88
 DB0971.geopotential number by the normal gravity value computed on the
 DB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0971.degrees latitude (g = 980.6199 gals.).
 DB0971
 DB0971.The modeled gravity was interpolated from observed gravity values.
 DB0971
 DB0971;                    North         East    Units  Estimated Accuracy
 DB0971;SPC CA 6     -   583,010.    2,058,410.      MT  (+/- 180 meters Scaled)
 DB0971
 DB0971                          SUPERSEDED SURVEY CONTROL
 DB0971
 DB0971  NGVD 29 (??/??/??)  -21.438  (m)          -70.33   (f) ADJUSTED    2 1
 DB0971
 DB0971.Superseded values are not recommended for survey control.
 DB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0971.See file dsdata.txt to determine how the superseded data were derived.
 DB0971
 DB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS285425(NAD 83)
 DB0971_MARKER: Q = CHISELED SQUARE
 DB0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DB0971_SP_SET: CANAL
 DB0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DB0971
 DB0971  HISTORY     - Date     Condition        Report By
 DB0971  HISTORY     - UNK      MONUMENTED       IID
 DB0971  HISTORY     - 1974     GOOD             NGS
 DB0971  HISTORY     - 1977     GOOD             IID
 DB0971  HISTORY     - 1981     GOOD             IID
 DB0971
 DB0971                          STATION DESCRIPTION
 DB0971
 DB0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DB0971'4.6 MI N FROM IMPERIAL.
 DB0971'ABOUT 4.6 MILES NORTH ALONG HIGHWAY 86, FROM 8TH STREET IN
 DB0971'IMPERIAL, TO KEYSTONE ROAD, ABOUT 3.3 MILES WEST ALONG KEYSTONE
 DB0971'ROAD TO THE WESTSIDE MAIN CANAL, AT SUMAC LATERAL SIPHON UNDER
 DB0971'THE WESTSIDE MAIN CANAL, ON THE WEST SIDE OF THE CANAL.
 DB0971'SECTION 21, T 14 S, R 13 E.  NOTE-- A CHIPPED SQUARE ON THE EAST
 DB0971'DOWNSTREAM WINGWALL OF OUTLET HEADWALL OF SUMAC LATERAL 3 SIPHON
 DB0971'UNDER THE WESTSIDE MAIN CANAL.  THIS BENCH MARK REPLACES BENCH
 DB0971'MARK NO. 69-3K DESTROYED 11-12-70.
 DB0971
 DB0971                          STATION RECOVERY (1977)
 DB0971
 DB0971'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DB0971'RECOVERED IN GOOD CONDITION.
 DB0971
 DB0971                          STATION RECOVERY (1981)
 DB0971
 DB0971'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1981
 DB0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0321 ***********************************************************************
 DY0321  DESIGNATION -  74 C OF LB
 DY0321  PID         -  DY0321
 DY0321  STATE/COUNTY-  CA/LOS ANGELES
 DY0321  USGS QUAD   -  LONG BEACH (1981)
 DY0321
 DY0321                         *CURRENT SURVEY CONTROL
 DY0321  ___________________________________________________________________
 DY0321* NAD 83(1986)-  33 47 51.     (N)    118 11 49.     (W)     SCALED    
 DY0321* NAVD 88     -         4.67   (+/-2cm)      15.3    (feet)  VERTCON   
 DY0321  ___________________________________________________________________
 DY0321  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0321  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0321
 DY0321.The horizontal coordinates were scaled from a topographic map and have
 DY0321.an estimated accuracy of +/- 6 seconds.
 DY0321
 DY0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0321.The vertical order pertains to the NGVD 29 superseded value.
 DY0321
 DY0321.The geoid height was determined by GEOID03.
 DY0321
 DY0321;                    North         East    Units  Estimated Accuracy
 DY0321;SPC CA 5     -   533,020.    1,981,760.      MT  (+/- 180 meters Scaled)
 DY0321
 DY0321                          SUPERSEDED SURVEY CONTROL
 DY0321
 DY0321  NGVD 29 (??/??/92)    3.887  (m)           12.75   (f) ADJ UNCH    1 2
 DY0321
 DY0321.Superseded values are not recommended for survey control.
 DY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0321.See file dsdata.txt to determine how the superseded data were derived.
 DY0321
 DY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT892403(NAD 83)
 DY0321_MARKER: DD = SURVEY DISK
 DY0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0321_STAMPING: 74
 DY0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0321+STABILITY: SURFACE MOTION
 DY0321
 DY0321  HISTORY     - Date     Condition        Report By
 DY0321  HISTORY     - UNK      MONUMENTED       CA1970
 DY0321  HISTORY     - 1961     GOOD             NGS
 DY0321
 DY0321                          STATION DESCRIPTION
 DY0321
 DY0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DY0321'AT LONG BEACH.
 DY0321'AT LONG BEACH, LOS ANGELES COUNTY, AT THE INTERSECTION OF HILL
 DY0321'STREET AND EUCALYPTUS AVENUE, 16.6 FEET EAST OF THE EAST CURB
 DY0321'OF THE AVENUE, 9.2 FEET NORTH OF THE NORTH CURB OF THE STREET,
 DY0321'AND 5.4 FEET EAST AND 0.8 FOOT NORTH OF THE CENTER OF THE
 DY0321'INTERSECTION OF THE EAST-AND-WEST AND NORTH-AND-SOUTH SIDEWALKS.
 DY0321'A CITY OF LONG BEACH STANDARD DISK, STAMPED 74 AND SET IN THE
 DY0321'TOP OF A CONCRETE POST 0.8 FOOT UNDER GROUND, ACCESS TO WHICH
 DY0321'IS HAD THROUGH A 6-INCH IRON PIPE WITH A COVER MARKED LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1938 ***********************************************************************
 JT1938  DESIGNATION -  74 D
 JT1938  PID         -  JT1938
 JT1938  STATE/COUNTY-  CA/NAPA
 JT1938  USGS QUAD   -  NAPA (1980)
 JT1938
 JT1938                         *CURRENT SURVEY CONTROL
 JT1938  ___________________________________________________________________
 JT1938* NAD 83(1986)-  38 21 57.     (N)    122 18 27.     (W)     SCALED    
 JT1938* NAVD 88     -        18.13   (+/-2cm)      59.5    (feet)  VERTCON   
 JT1938  ___________________________________________________________________
 JT1938  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JT1938  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1938
 JT1938.The horizontal coordinates were scaled from a topographic map and have
 JT1938.an estimated accuracy of +/- 6 seconds.
 JT1938
 JT1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1938.The vertical order pertains to the NGVD 29 superseded value.
 JT1938
 JT1938.The geoid height was determined by GEOID03.
 JT1938
 JT1938;                    North         East    Units  Estimated Accuracy
 JT1938;SPC CA 2     -   577,660.    1,973,130.      MT  (+/- 180 meters Scaled)
 JT1938
 JT1938                          SUPERSEDED SURVEY CONTROL
 JT1938
 JT1938  NGVD 29 (??/??/92)   17.32   (m)           56.8    (f) COMPUTED    1 1
 JT1938
 JT1938.Superseded values are not recommended for survey control.
 JT1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1938.See file dsdata.txt to determine how the superseded data were derived.
 JT1938
 JT1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH604466(NAD 83)
 JT1938_MARKER: DD = SURVEY DISK
 JT1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1938_SP_SET: CONCRETE POST
 JT1938_MARK LOGO: CA2330
 JT1938_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1938+STABILITY: SURFACE MOTION
 JT1938
 JT1938  HISTORY     - Date     Condition        Report By
 JT1938  HISTORY     - 1971     MONUMENTED       CA2330
 JT1938
 JT1938                          STATION DESCRIPTION
 JT1938
 JT1938'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1938'ALONG OAK KNOLL AVENUE, 0.3 MI (0.5 KM) EAST OF BIG RANCH ROAD, 10 FT
 JT1938'(3.0 M) SOUTH OF CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1938'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0080 ***********************************************************************
 DW0080  DESIGNATION -  74 D IID
 DW0080  PID         -  DW0080
 DW0080  STATE/COUNTY-  CA/IMPERIAL
 DW0080  USGS QUAD   -  WESTMORLAND EAST (1992)
 DW0080
 DW0080                         *CURRENT SURVEY CONTROL
 DW0080  ___________________________________________________________________
 DW0080* NAD 83(1986)-  33 00 03.     (N)    115 34 44.     (W)     SCALED    
 DW0080* NAVD 88     -       -35.531  (meters)    -116.57   (feet)  READJUSTED
 DW0080  ___________________________________________________________________
 DW0080  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DW0080  DYNAMIC HT  -         -35.490 (meters)    -116.44  (feet)  COMP
 DW0080  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 DW0080
 DW0080  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DW0080
 DW0080.The horizontal coordinates were scaled from a topographic map and have
 DW0080.an estimated accuracy of +/- 6 seconds.
 DW0080
 DW0080.The orthometric height was determined by differential leveling
 DW0080.and adjusted in January 1995.
 DW0080.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DW0080.distribution rate of 1.1 thru 2.0 mm/km.
 DW0080.The height was derived from older observations constrained to new
 DW0080.heights in a crustal motion area.  The height is approximate in
 DW0080.relation to other heights in its vicinity.
 DW0080
 DW0080.The geoid height was determined by GEOID03.
 DW0080
 DW0080.The dynamic height is computed by dividing the NAVD 88
 DW0080.geopotential number by the normal gravity value computed on the
 DW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0080.degrees latitude (g = 980.6199 gals.).
 DW0080
 DW0080.The modeled gravity was interpolated from observed gravity values.
 DW0080
 DW0080;                    North         East    Units  Estimated Accuracy
 DW0080;SPC CA 6     -   592,710.    2,062,720.      MT  (+/- 180 meters Scaled)
 DW0080
 DW0080                          SUPERSEDED SURVEY CONTROL
 DW0080
 DW0080  NGVD 29 (??/??/??)  -36.147  (m)         -118.59   (f) ADJUSTED    2 2
 DW0080
 DW0080.Superseded values are not recommended for survey control.
 DW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0080.See file dsdata.txt to determine how the superseded data were derived.
 DW0080
 DW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS327522(NAD 83)
 DW0080_MARKER: Q = CHISELED SQUARE
 DW0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0080_SP_SET: WINGWALL
 DW0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0080
 DW0080  HISTORY     - Date     Condition        Report By
 DW0080  HISTORY     - UNK      MONUMENTED       IID
 DW0080  HISTORY     - 1974     GOOD             NGS
 DW0080  HISTORY     - 1977     GOOD             IID
 DW0080
 DW0080                          STATION DESCRIPTION
 DW0080
 DW0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0080'AT BRAWLEY.
 DW0080'ABOUT 2.8 MILES WEST ALONG MAIN STREET AND HIGHWAY 86 FROM THE
 DW0080'POST OFFICE IN THE PLAZA IN BRAWLEY TO KALIN ROAD, ABOUT 1.1 MILES
 DW0080'NORTH ALONG KALIN ROAD, TO A CHECK IN THE WESTSIDE MAIN CANAL,
 DW0080'AT DELIVERY GATE 65, ON THE WEST SIDE OF THE ROAD.  A CHIPPED SQUARE
 DW0080'ON THE WEST UPSTREAM WINGWALL OF CHECK IN WESTSIDE MAIN CANAL
 DW0080'FOR DELIVERY 65.  SE CORNER TRACT 62 SECTION 24, T13S, R13E.
 DW0080
 DW0080                          STATION RECOVERY (1977)
 DW0080
 DW0080'RECOVERY NOTE BY IMPERIAL IRRIGATION DISTRICT 1977
 DW0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9193 ***********************************************************************
 JT9193  DESIGNATION -  74 E
 JT9193  PID         -  JT9193
 JT9193  STATE/COUNTY-  CA/NAPA
 JT9193  USGS QUAD   -  NAPA (1980)
 JT9193
 JT9193                         *CURRENT SURVEY CONTROL
 JT9193  ___________________________________________________________________
 JT9193* NAD 83(1986)-  38 22 06.     (N)    122 18 16.     (W)     SCALED    
 JT9193* NAVD 88     -        17.11   (+/-2cm)      56.1    (feet)  VERTCON   
 JT9193  ___________________________________________________________________
 JT9193  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JT9193  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9193
 JT9193.The horizontal coordinates were scaled from a topographic map and have
 JT9193.an estimated accuracy of +/- 6 seconds.
 JT9193
 JT9193.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9193.The vertical order pertains to the NGVD 29 superseded value.
 JT9193
 JT9193.The geoid height was determined by GEOID03.
 JT9193
 JT9193;                    North         East    Units  Estimated Accuracy
 JT9193;SPC CA 2     -   577,940.    1,973,390.      MT  (+/- 180 meters Scaled)
 JT9193
 JT9193                          SUPERSEDED SURVEY CONTROL
 JT9193
 JT9193  NGVD 29 (??/??/92)   16.30   (m)           53.5    (f) COMPUTED    1 1
 JT9193
 JT9193.Superseded values are not recommended for survey control.
 JT9193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9193.See file dsdata.txt to determine how the superseded data were derived.
 JT9193
 JT9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH607469(NAD 83)
 JT9193_MARKER: DD = SURVEY DISK
 JT9193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9193_SP_SET: CONCRETE POST
 JT9193_MARK LOGO: CA2330
 JT9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9193+STABILITY: SURFACE MOTION
 JT9193
 JT9193  HISTORY     - Date     Condition        Report By
 JT9193  HISTORY     - 1971     MONUMENTED       CA2330
 JT9193
 JT9193                          STATION DESCRIPTION
 JT9193
 JT9193'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9193'ALONG OAK KNOLL AVENUE, WEST OF NAPA RIVER BRIDGE, 10 FT (3.0 M) SOUTH
 JT9193'OF CENTERLINE, IN TURN OUT, A WELL TYPE CONCRETE MONUMENT WITH A
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5823 ***********************************************************************
 EW5823  DESIGNATION -  74 FMK USGS
 EW5823  PID         -  EW5823
 EW5823  STATE/COUNTY-  CA/VENTURA
 EW5823  USGS QUAD   -  VENTURA (1967)
 EW5823
 EW5823                         *CURRENT SURVEY CONTROL
 EW5823  ___________________________________________________________________
 EW5823* NAD 83(1986)-  34 20 56.     (N)    119 17 53.     (W)     SCALED    
 EW5823* NAVD 88     -        66.210  (meters)     217.22   (feet)  READJUSTED
 EW5823  ___________________________________________________________________
 EW5823  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EW5823  DYNAMIC HT  -          66.140 (meters)     216.99  (feet)  COMP
 EW5823  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 EW5823
 EW5823  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5823
 EW5823.The horizontal coordinates were scaled from a topographic map and have
 EW5823.an estimated accuracy of +/- 6 seconds.
 EW5823
 EW5823.The orthometric height was determined by differential leveling
 EW5823.and adjusted in February 1993.
 EW5823.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5823.distribution rate of 1.1 thru 2.0 mm/km.
 EW5823.The height was derived from older observations constrained to new
 EW5823.heights in a crustal motion area.  The height is approximate in
 EW5823.relation to other heights in its vicinity.
 EW5823
 EW5823.The geoid height was determined by GEOID03.
 EW5823
 EW5823.The dynamic height is computed by dividing the NAVD 88
 EW5823.geopotential number by the normal gravity value computed on the
 EW5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5823.degrees latitude (g = 980.6199 gals.).
 EW5823
 EW5823.The modeled gravity was interpolated from observed gravity values.
 EW5823
 EW5823;                    North         East    Units  Estimated Accuracy
 EW5823;SPC CA 5     -   594,930.    1,880,580.      MT  (+/- 180 meters Scaled)
 EW5823
 EW5823                          SUPERSEDED SURVEY CONTROL
 EW5823
 EW5823  NGVD 29 (??/??/92)   65.452  (m)          214.74   (f) ADJ UNCH    1 1
 EW5823
 EW5823.Superseded values are not recommended for survey control.
 EW5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5823.See file dsdata.txt to determine how the superseded data were derived.
 EW5823
 EW5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU886032(NAD 83)
 EW5823_MARKER: DB = BENCH MARK DISK
 EW5823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5823_SP_SET: HEADWALL
 EW5823_STAMPING: 74 FMK 1973
 EW5823
 EW5823  HISTORY     - Date     Condition        Report By
 EW5823  HISTORY     - UNK      MONUMENTED
 EW5823  HISTORY     - 1977     GOOD             NGS
 EW5823
 EW5823                          STATION DESCRIPTION
 EW5823
 EW5823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5823'6.0 MI NORTH FROM VENTURA.
 EW5823'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5823'THENCE 5.1 MILES NORTH ALONG VENTURA AVENUE, 0.4 MILE NORTH OF THE
 EW5823'MAIN ENTRANCE TO THE WEST VENTURA WATER TREATMENT FACILITY, 0.15 MILE
 EW5823'SOUTH OF STATE HIGHWAY 33 OVERPASS, 22.7 FT. SOUTHEAST OF A GUY POLE,
 EW5823'20.0 FT. NORTHEAST OF THE CENTERLINE OF THE AVENUE, 17.4 FT. NORTHWEST
 EW5823'OF A 48-INCH TREE, 14.8 FT. SOUTHWEST OF A FENCE, IN THE TOP AND 1.0
 EW5823'FT. SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 EW5823'24-INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9050 ***********************************************************************
 EW9050  DESIGNATION -  74 FMK USGS
 EW9050  PID         -  EW9050
 EW9050  STATE/COUNTY-  CA/LOS ANGELES
 EW9050  USGS QUAD   -  CANOGA PARK (1967)
 EW9050
 EW9050                         *CURRENT SURVEY CONTROL
 EW9050  ___________________________________________________________________
 EW9050* NAD 83(1986)-  34 09 55.     (N)    118 36 21.     (W)     SCALED    
 EW9050* NAVD 88     -       278.50   (+/-2cm)     913.7    (feet)  VERTCON   
 EW9050  ___________________________________________________________________
 EW9050  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW9050  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9050
 EW9050.The horizontal coordinates were scaled from a topographic map and have
 EW9050.an estimated accuracy of +/- 6 seconds.
 EW9050
 EW9050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9050.The vertical order pertains to the NGVD 29 superseded value.
 EW9050
 EW9050.The geoid height was determined by GEOID03.
 EW9050
 EW9050;                    North         East    Units  Estimated Accuracy
 EW9050;SPC CA 5     -   573,970.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW9050
 EW9050                          SUPERSEDED SURVEY CONTROL
 EW9050
 EW9050  NGVD 29 (??/??/92)  277.71   (m)          911.1    (f) COMPUTED    1 1
 EW9050
 EW9050.Superseded values are not recommended for survey control.
 EW9050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9050.See file dsdata.txt to determine how the superseded data were derived.
 EW9050
 EW9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519816(NAD 83)
 EW9050_MARKER: DD = SURVEY DISK
 EW9050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9050_SP_SET: CURB
 EW9050_STAMPING: 74 FMK 1974
 EW9050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9050
 EW9050  HISTORY     - Date     Condition        Report By
 EW9050  HISTORY     - 1974     MONUMENTED       USGS
 EW9050  HISTORY     - 1974     GOOD             CA-037
 EW9050
 EW9050                          STATION DESCRIPTION
 EW9050
 EW9050'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9050'0.3 MI S FROM WOODLAND HILLS.
 EW9050'TOPANGA CANYON BOULEVARD AND CRESPI STREET, 30.0 FEET SOUTH AND 30.0
 EW9050'FEET WEST OF THE APPROXIMATE CENTERLINE INTERSECTION.  THE DISK IS SET
 EW9050'IN THE WEST CONCRETE CURB 0.5 FOOT NORTH OF A CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1448 ***********************************************************************
 LU1448  DESIGNATION -  74 RS USGS
 LU1448  PID         -  LU1448
 LU1448  STATE/COUNTY-  CA/HUMBOLDT
 LU1448  USGS QUAD   -  LARABEE VALLEY (1977)
 LU1448
 LU1448                         *CURRENT SURVEY CONTROL
 LU1448  ___________________________________________________________________
 LU1448* NAD 83(1986)-  40 27 18.     (N)    123 39 07.     (W)     SCALED    
 LU1448* NAVD 88     -       801.76   (+/-2cm)    2630.4    (feet)  VERTCON   
 LU1448  ___________________________________________________________________
 LU1448  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LU1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1448
 LU1448.The horizontal coordinates were scaled from a topographic map and have
 LU1448.an estimated accuracy of +/- 6 seconds.
 LU1448
 LU1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1448.The vertical order pertains to the NGVD 29 superseded value.
 LU1448
 LU1448.The geoid height was determined by GEOID03.
 LU1448
 LU1448;                    North         East    Units  Estimated Accuracy
 LU1448;SPC CA 1     -   625,870.    1,859,900.      MT  (+/- 180 meters Scaled)
 LU1448
 LU1448                          SUPERSEDED SURVEY CONTROL
 LU1448
 LU1448  NGVD 29 (??/??/92)  800.76   (m)         2627.2    (f) COMPUTED    2 0
 LU1448
 LU1448.Superseded values are not recommended for survey control.
 LU1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1448.See file dsdata.txt to determine how the superseded data were derived.
 LU1448
 LU1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK447784(NAD 83)
 LU1448_MARKER: DD = SURVEY DISK
 LU1448_SETTING: 80 = SET IN A BOULDER
 LU1448_STAMPING: 2627 74 RS 1932
 LU1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1448+STABILITY: SURFACE MOTION
 LU1448
 LU1448  HISTORY     - Date     Condition        Report By
 LU1448  HISTORY     - 1932     MONUMENTED       USGS
 LU1448  HISTORY     - 1949     GOOD             NGS
 LU1448
 LU1448                          STATION DESCRIPTION
 LU1448
 LU1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1448'11.3 MI W FROM MAD RIVER R.S..
 LU1448'11.3 MILES WEST ALONG STATE HIGHWAY 36 FROM THE MAD RIVER RANGER
 LU1448'STATION, 66 FEET EAST OF THE SCHOBER MAIL BOX, IN THE TOP OF A
 LU1448'SMALL BOULDER, 59 1/2 FEET EAST OF THE CENTER LINE OF THE
 LU1448'HIGHWAY, 27 FEET SOUTHEAST OF A 24-INCH FIR TREE WITH A TRIANGULAR
 LU1448'BLAZE, 9 FEET SOUTH OF A 36-INCH FIR TREE, AND ABOUT LEVEL WITH
 LU1448'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1355 ***********************************************************************
 HS1355  DESIGNATION -  74.10 LT USBR
 HS1355  PID         -  HS1355
 HS1355  STATE/COUNTY-  CA/MERCED
 HS1355  USGS QUAD   -  VOLTA (1971)
 HS1355
 HS1355                         *CURRENT SURVEY CONTROL
 HS1355  ___________________________________________________________________
 HS1355* NAD 83(1986)-  37 03 23.     (N)    120 57 44.     (W)     SCALED    
 HS1355* NAVD 88     -        73.47   (+/-2cm)     241.0    (feet)  VERTCON   
 HS1355  ___________________________________________________________________
 HS1355  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HS1355  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1355
 HS1355.The horizontal coordinates were scaled from a topographic map and have
 HS1355.an estimated accuracy of +/- 6 seconds.
 HS1355
 HS1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1355.The vertical order pertains to the NGVD 29 superseded value.
 HS1355
 HS1355.The geoid height was determined by GEOID03.
 HS1355
 HS1355;                    North         East    Units  Estimated Accuracy
 HS1355;SPC CA 3     -   561,850.    1,958,890.      MT  (+/- 180 meters Scaled)
 HS1355
 HS1355                          SUPERSEDED SURVEY CONTROL
 HS1355
 HS1355  NGVD 29 (??/??/??)   72.601  (m)          238.19   (f) ADJUSTED    1 1
 HS1355
 HS1355.Superseded values are not recommended for survey control.
 HS1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1355.See file dsdata.txt to determine how the superseded data were derived.
 HS1355
 HS1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG811030(NAD 83)
 HS1355_MARKER: DD = SURVEY DISK
 HS1355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1355_SP_SET: BRIDGE CURB
 HS1355_STAMPING: 74.10 LT
 HS1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1355
 HS1355  HISTORY     - Date     Condition        Report By
 HS1355  HISTORY     - UNK      MONUMENTED       BOR
 HS1355  HISTORY     - 1972     GOOD             NGS
 HS1355
 HS1355                          STATION DESCRIPTION
 HS1355
 HS1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1355'6.2 MI W FROM LOS BANOS.
 HS1355'6.15 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF
 HS1355'SIXTH STREET AT LOS BANOS, AT THE CROSSING OF THE CALIFORNIA
 HS1355'AQUEDUCT, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH
 HS1355'CONCRETE CURB OF THE WESTBOUND LANES HIGHWAY BRIDGE 39-36L OVER THE
 HS1355'AQUEDUCT, 15 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES
 HS1355'OF THE HIGHWAY, AND ABOUT 0.8 FOOT HIGHER THAN THE HIGHWAY.
 HS1355'SEC 23, T10S, R9E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1980 ***********************************************************************
 HS1980  DESIGNATION -  74.10 RT USBR
 HS1980  PID         -  HS1980
 HS1980  STATE/COUNTY-  CA/MERCED
 HS1980  USGS QUAD   -  VOLTA (1971)
 HS1980
 HS1980                         *CURRENT SURVEY CONTROL
 HS1980  ___________________________________________________________________
 HS1980* NAD 83(1986)-  37 03 23.     (N)    120 57 45.     (W)     SCALED    
 HS1980* NAVD 88     -        73.53   (+/-2cm)     241.2    (feet)  VERTCON   
 HS1980  ___________________________________________________________________
 HS1980  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HS1980  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1980
 HS1980.The horizontal coordinates were scaled from a topographic map and have
 HS1980.an estimated accuracy of +/- 6 seconds.
 HS1980
 HS1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1980.The vertical order pertains to the NGVD 29 superseded value.
 HS1980
 HS1980.The geoid height was determined by GEOID03.
 HS1980
 HS1980;                    North         East    Units  Estimated Accuracy
 HS1980;SPC CA 3     -   561,850.    1,958,860.      MT  (+/- 180 meters Scaled)
 HS1980
 HS1980                          SUPERSEDED SURVEY CONTROL
 HS1980
 HS1980  NGVD 29 (??/??/??)   72.655  (m)          238.37   (f) ADJUSTED    1 1
 HS1980
 HS1980.Superseded values are not recommended for survey control.
 HS1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1980.See file dsdata.txt to determine how the superseded data were derived.
 HS1980
 HS1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG811030(NAD 83)
 HS1980_MARKER: DD = SURVEY DISK
 HS1980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1980_SP_SET: BRIDGE CURB
 HS1980_STAMPING: 74.10 RT
 HS1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1980
 HS1980  HISTORY     - Date     Condition        Report By
 HS1980  HISTORY     - UNK      MONUMENTED       BOR
 HS1980  HISTORY     - 1967     GOOD             NGS
 HS1980
 HS1980                          STATION DESCRIPTION
 HS1980
 HS1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1980'12.6 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1980'12.65 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS1980'AMIGOS PUMP PLANT, AT THE CROSSING OF STATE HIGHWAY 152, IN THE
 HS1980'TOP AND 1.1 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE CURB
 HS1980'OF THE SOUTH ONE OF TWO BRIDGES, 15 FEET SOUTH OF THE CENTER
 HS1980'LINE OF THE SOUTH LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 HS1980'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI6432 ***********************************************************************
 AI6432  DESIGNATION -  74.21
 AI6432  PID         -  AI6432
 AI6432  STATE/COUNTY-  CA/SUTTER
 AI6432  USGS QUAD   -  SUTTER (1973)
 AI6432
 AI6432                         *CURRENT SURVEY CONTROL
 AI6432  ___________________________________________________________________
 AI6432* NAD 83(1986)-  39 10 18.     (N)    121 44 39.     (W)     SCALED    
 AI6432* NAVD 88     -        23.343  (meters)      76.58   (feet)  ADJUSTED  
 AI6432  ___________________________________________________________________
 AI6432  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AI6432  DYNAMIC HT  -          23.330 (meters)      76.54  (feet)  COMP
 AI6432  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 AI6432
 AI6432  VERT ORDER  -  FIRST     CLASS II
 AI6432
 AI6432.The horizontal coordinates were scaled from a topographic map and have
 AI6432.an estimated accuracy of +/- 6 seconds.
 AI6432
 AI6432.The orthometric height was determined by differential leveling
 AI6432.and adjusted in July 2002.
 AI6432.No vertical observational check was made to the station.
 AI6432
 AI6432.The geoid height was determined by GEOID03.
 AI6432
 AI6432.The dynamic height is computed by dividing the NAVD 88
 AI6432.geopotential number by the normal gravity value computed on the
 AI6432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6432.degrees latitude (g = 980.6199 gals.).
 AI6432
 AI6432.The modeled gravity was interpolated from observed gravity values.
 AI6432
 AI6432;                    North         East    Units  Estimated Accuracy
 AI6432;SPC CA 2     -   667,090.    2,022,110.      MT  (+/- 180 meters Scaled)
 AI6432
 AI6432                          SUPERSEDED SURVEY CONTROL
 AI6432
 AI6432.No superseded survey control is available for this station.
 AI6432
 AI6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ084365(NAD 83)
 AI6432_MARKER: DD = SURVEY DISK
 AI6432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6432_SP_SET: RETAINING WALL
 AI6432_STAMPING: COUNTY OF SUTTER EL. 74.21 U.S.G.S.
 AI6432_MARK LOGO: NONE  
 AI6432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6432+STABILITY: SURFACE MOTION
 AI6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6432+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AI6432
 AI6432  HISTORY     - Date     Condition        Report By
 AI6432  HISTORY     - UNK      MONUMENTED       USGS
 AI6432  HISTORY     - 20000330 GOOD             NGS
 AI6432  HISTORY     - 20040303 GOOD             CADT
 AI6432
 AI6432                          STATION DESCRIPTION
 AI6432
 AI6432'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6432'1.1 KM (0.70 MI) NORTHERLY ALONG CALIFORNIA STREET FROM THE POST
 AI6432'OFFICE IN SUTTER, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG BUTTE AVENUE,
 AI6432'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG EVERITT ROAD, IN TOP OF AND
 AI6432'0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE RETAINING
 AI6432'WALL OF THE SOUTH ABUTMENT OF THE ROAD BRIDGE SPANNING WEST
 AI6432'INTERCEPTION CANAL, AND 4.6 M (15.1 FT) EAST OF AND LEVEL WITH THE
 AI6432'ROAD CENTERLINE.  NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY.
 AI6432
 AI6432                          STATION RECOVERY (2004)
 AI6432
 AI6432'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 AI6432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0188 ***********************************************************************
 HT0188  DESIGNATION -  74.4 USGS
 HT0188  PID         -  HT0188
 HT0188  STATE/COUNTY-  CA/ALAMEDA
 HT0188  USGS QUAD   -  NEWARK (1997)
 HT0188
 HT0188                         *CURRENT SURVEY CONTROL
 HT0188  ___________________________________________________________________
 HT0188* NAD 83(1986)-  37 36 18.     (N)    122 01 48.     (W)     SCALED    
 HT0188* NAVD 88     -        23.52   (+/-2cm)      77.2    (feet)  VERTCON   
 HT0188  ___________________________________________________________________
 HT0188  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT0188  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0188
 HT0188.The horizontal coordinates were scaled from a topographic map and have
 HT0188.an estimated accuracy of +/- 6 seconds.
 HT0188
 HT0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0188.The vertical order pertains to the NGVD 29 superseded value.
 HT0188
 HT0188.The geoid height was determined by GEOID03.
 HT0188
 HT0188;                    North         East    Units  Estimated Accuracy
 HT0188;SPC CA 3     -   623,740.    1,864,910.      MT  (+/- 180 meters Scaled)
 HT0188
 HT0188                          SUPERSEDED SURVEY CONTROL
 HT0188
 HT0188  NGVD 29 (??/??/92)   22.69   (m)           74.4    (f) COMPUTED    1 2
 HT0188
 HT0188.Superseded values are not recommended for survey control.
 HT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0188.See file dsdata.txt to determine how the superseded data were derived.
 HT0188
 HT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG856624(NAD 83)
 HT0188_MARKER: B = BOLT
 HT0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0188_SP_SET: SEMAPHORE
 HT0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0188
 HT0188  HISTORY     - Date     Condition        Report By
 HT0188  HISTORY     - UNK      MONUMENTED       USGS
 HT0188  HISTORY     - 1948     GOOD             NGS
 HT0188
 HT0188                          STATION DESCRIPTION
 HT0188
 HT0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HT0188'0.9 MI NW FROM DECOTO.
 HT0188'0.9 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HT0188'THE STATION AT DECOTO, AND IN THE SOUTHEAST CORNER OF THE BASE
 HT0188'OF SEMAPHORE B 258.  THE TOP OF A BOLT.  NOTE-- THE SEMAPHORE
 HT0188'IN WHICH THIS MARK WAS LOCATED HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1982 ***********************************************************************
 HS1982  DESIGNATION -  74.66 LT USBR
 HS1982  PID         -  HS1982
 HS1982  STATE/COUNTY-  CA/MERCED
 HS1982  USGS QUAD   -  VOLTA (1971)
 HS1982
 HS1982                         *CURRENT SURVEY CONTROL
 HS1982  ___________________________________________________________________
 HS1982* NAD 83(1986)-  37 03 06.     (N)    120 57 19.     (W)     SCALED    
 HS1982* NAVD 88     -        72.51   (+/-2cm)     237.9    (feet)  VERTCON   
 HS1982  ___________________________________________________________________
 HS1982  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HS1982  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1982
 HS1982.The horizontal coordinates were scaled from a topographic map and have
 HS1982.an estimated accuracy of +/- 6 seconds.
 HS1982
 HS1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1982.The vertical order pertains to the NGVD 29 superseded value.
 HS1982
 HS1982.The geoid height was determined by GEOID03.
 HS1982
 HS1982;                    North         East    Units  Estimated Accuracy
 HS1982;SPC CA 3     -   561,320.    1,959,500.      MT  (+/- 180 meters Scaled)
 HS1982
 HS1982                          SUPERSEDED SURVEY CONTROL
 HS1982
 HS1982  NGVD 29 (??/??/??)   71.638  (m)          235.03   (f) ADJUSTED    1 1
 HS1982
 HS1982.Superseded values are not recommended for survey control.
 HS1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1982.See file dsdata.txt to determine how the superseded data were derived.
 HS1982
 HS1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG818025(NAD 83)
 HS1982_MARKER: DD = SURVEY DISK
 HS1982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1982_SP_SET: BRIDGE
 HS1982_STAMPING: 74.66 LT
 HS1982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1982
 HS1982  HISTORY     - Date     Condition        Report By
 HS1982  HISTORY     - UNK      MONUMENTED       BOR
 HS1982  HISTORY     - 1967     GOOD             NGS
 HS1982
 HS1982                          STATION DESCRIPTION
 HS1982
 HS1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1982'12 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1982'12.05 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1982'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTH CONCRETE WING
 HS1982'WALL OF BILLIE WRIGHT ROAD BRIDGE OVER THE AQUEDUCT, 12 FEET
 HS1982'NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.5 FEET
 HS1982'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, AND ABOUT 1/2 FOOT
 HS1982'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0070 ***********************************************************************
 FV0070  DESIGNATION -  740
 FV0070  PID         -  FV0070
 FV0070  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0070  USGS QUAD   -  PASO ROBLES (1979)
 FV0070
 FV0070                         *CURRENT SURVEY CONTROL
 FV0070  ___________________________________________________________________
 FV0070* NAD 83(1986)-  35 37 34.     (N)    120 41 31.     (W)     SCALED    
 FV0070* NAVD 88     -       226.388  (meters)     742.74   (feet)  ADJUSTED  
 FV0070  ___________________________________________________________________
 FV0070  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 FV0070  DYNAMIC HT  -         226.178 (meters)     742.05  (feet)  COMP
 FV0070  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 FV0070
 FV0070  VERT ORDER  -  FIRST     CLASS I
 FV0070
 FV0070.The horizontal coordinates were scaled from a topographic map and have
 FV0070.an estimated accuracy of +/- 6 seconds.
 FV0070
 FV0070.The orthometric height was determined by differential leveling
 FV0070.and adjusted in June 1991.
 FV0070
 FV0070.The geoid height was determined by GEOID03.
 FV0070
 FV0070.The dynamic height is computed by dividing the NAVD 88
 FV0070.geopotential number by the normal gravity value computed on the
 FV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0070.degrees latitude (g = 980.6199 gals.).
 FV0070
 FV0070.The modeled gravity was interpolated from observed gravity values.
 FV0070
 FV0070;                    North         East    Units  Estimated Accuracy
 FV0070;SPC CA 5     -   739,120.    1,756,160.      MT  (+/- 180 meters Scaled)
 FV0070
 FV0070                          SUPERSEDED SURVEY CONTROL
 FV0070
 FV0070  NGVD 29 (??/??/??)  225.406  (m)          739.52   (f) ADJUSTED    1 1
 FV0070
 FV0070.Superseded values are not recommended for survey control.
 FV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0070.See file dsdata.txt to determine how the superseded data were derived.
 FV0070
 FV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE090449(NAD 83)
 FV0070_MARKER: DD = SURVEY DISK
 FV0070_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FV0070_SP_SET: BALUSTRADE
 FV0070_STAMPING: 740 7 1916
 FV0070_MARK LOGO: USGS  
 FV0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0070+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
 FV0070
 FV0070  HISTORY     - Date     Condition        Report By
 FV0070  HISTORY     - 1916     MONUMENTED       USGS
 FV0070  HISTORY     - 1968     GOOD             NGS
 FV0070  HISTORY     - 19890123 GOOD             NGS
 FV0070  HISTORY     - 20061021 MARK NOT FOUND   GEOCAC
 FV0070
 FV0070                          STATION DESCRIPTION
 FV0070
 FV0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0070'AT PASO ROBLES.
 FV0070'AT PASO ROBLES, ALONG PINE STREET BETWEEN 11TH AND 12TH STREETS,
 FV0070'IN THE CENTER OF THE CITY PARK, IN THE TOP OF THE CENTER OF THE
 FV0070'EAST CONCRETE BALUSTRADE OF THE NORTH (MAIN) ENTRANCE TO THE
 FV0070'PUBLIC LIBRARY, 9 1/2 FEET EAST OF THE CENTER OF THE ENTRANCE,
 FV0070'ABOUT 400 FEET NORTHWEST OF BENCH MARK L 24, AND ABOUT 3 FEET
 FV0070'ABOVE THE GROUND.
 FV0070
 FV0070                          STATION RECOVERY (1989)
 FV0070
 FV0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0070'RECOVERED IN GOOD CONDITION.
 FV0070
 FV0070                          STATION RECOVERY (2006)
 FV0070
 FV0070'RECOVERY NOTE BY GEOCACHING 2006 (SWK)
 FV0070'THE LIBRARY HAS MOVED TO A NEW LOCATION AND THE BUILDING HAS BEEN
 FV0070'FENCED OFF.  I THOUGHT I SAW THE MARK, BUT WAS UNABLE TO GET CLOSE
 FV0070'ENOUGH TO THE BUILDING TO VERIFY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0778 ***********************************************************************
 KS0778  DESIGNATION -  740.1 USGS
 KS0778  PID         -  KS0778
 KS0778  STATE/COUNTY-  CA/YUBA
 KS0778  USGS QUAD   -  SMARTVILLE (1995)
 KS0778
 KS0778                         *CURRENT SURVEY CONTROL
 KS0778  ___________________________________________________________________
 KS0778* NAD 83(1986)-  39 11 45.     (N)    121 18 03.     (W)     SCALED    
 KS0778* NAVD 88     -       226.18   (+/-2cm)     742.1    (feet)  VERTCON   
 KS0778  ___________________________________________________________________
 KS0778  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 KS0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 KS0778
 KS0778.The horizontal coordinates were scaled from a topographic map and have
 KS0778.an estimated accuracy of +/- 6 seconds.
 KS0778
 KS0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0778.The vertical order pertains to the NGVD 29 superseded value.
 KS0778
 KS0778.The geoid height was determined by GEOID03.
 KS0778
 KS0778;                    North         East    Units  Estimated Accuracy
 KS0778;SPC CA 2     -   669,980.    2,060,390.      MT  (+/- 180 meters Scaled)
 KS0778
 KS0778                          SUPERSEDED SURVEY CONTROL
 KS0778
 KS0778  NGVD 29 (??/??/??)  225.486  (m)          739.78   (f) ADJUSTED    1 2
 KS0778
 KS0778.Superseded values are not recommended for survey control.
 KS0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0778.See file dsdata.txt to determine how the superseded data were derived.
 KS0778
 KS0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ467398(NAD 83)
 KS0778_MARKER: Q = CHISELED SQUARE
 KS0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KS0778_SP_SET: BRIDGE
 KS0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KS0778
 KS0778  HISTORY     - Date     Condition        Report By
 KS0778  HISTORY     - UNK      MONUMENTED       USGS
 KS0778  HISTORY     - 1949     GOOD             NGS
 KS0778  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0778
 KS0778                          STATION DESCRIPTION
 KS0778
 KS0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0778'1.6 MI SE FROM SMARTVILLE.
 KS0778'0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE
 KS0778'AT SMARTVILLE, THENCE 0.9 MILE SOUTH ALONG THE WHEATLAND ROAD,
 KS0778'AT A CONCRETE BRIDGE, ON THE TOP OF THE CONCRETE WINGWALL, AND 12
 KS0778'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.
 KS0778
 KS0778                          STATION RECOVERY (2004)
 KS0778
 KS0778'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5324 ***********************************************************************
 EW5324  DESIGNATION -  743 LA USGS
 EW5324  PID         -  EW5324
 EW5324  STATE/COUNTY-  CA/VENTURA
 EW5324  USGS QUAD   -  OJAI (1988)
 EW5324
 EW5324                         *CURRENT SURVEY CONTROL
 EW5324  ___________________________________________________________________
 EW5324* NAD 83(1986)-  34 26 53.     (N)    119 14 34.     (W)     SCALED    
 EW5324* NAVD 88     -       227.906  (meters)     747.72   (feet)  READJUSTED
 EW5324  ___________________________________________________________________
 EW5324  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EW5324  DYNAMIC HT  -         227.660 (meters)     746.91  (feet)  COMP
 EW5324  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 EW5324
 EW5324  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5324
 EW5324.The horizontal coordinates were scaled from a topographic map and have
 EW5324.an estimated accuracy of +/- 6 seconds.
 EW5324
 EW5324.The orthometric height was determined by differential leveling
 EW5324.and adjusted in February 1993.
 EW5324.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5324.distribution rate of 0.0 thru 1.0 mm/km.
 EW5324.The height was derived from older observations constrained to new
 EW5324.heights in a crustal motion area.  The height is approximate in
 EW5324.relation to other heights in its vicinity.
 EW5324
 EW5324.The geoid height was determined by GEOID03.
 EW5324
 EW5324.The dynamic height is computed by dividing the NAVD 88
 EW5324.geopotential number by the normal gravity value computed on the
 EW5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5324.degrees latitude (g = 980.6199 gals.).
 EW5324
 EW5324.The modeled gravity was interpolated from observed gravity values.
 EW5324
 EW5324;                    North         East    Units  Estimated Accuracy
 EW5324;SPC CA 5     -   605,870.    1,885,800.      MT  (+/- 180 meters Scaled)
 EW5324
 EW5324                          SUPERSEDED SURVEY CONTROL
 EW5324
 EW5324  NGVD 29 (??/??/92)  227.135  (m)          745.19   (f) ADJ UNCH    1 1
 EW5324
 EW5324.Superseded values are not recommended for survey control.
 EW5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5324.See file dsdata.txt to determine how the superseded data were derived.
 EW5324
 EW5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU939141(NAD 83)
 EW5324_MARKER: P = PIPE CAP
 EW5324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW5324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW5324_STAMPING: 743 LA
 EW5324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW5324
 EW5324  HISTORY     - Date     Condition        Report By
 EW5324  HISTORY     - UNK      MONUMENTED       USGS
 EW5324  HISTORY     - 1969     GOOD             CA-111
 EW5324  HISTORY     - 1977     GOOD             NGS
 EW5324
 EW5324                          STATION DESCRIPTION
 EW5324
 EW5324'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969
 EW5324'0.2 MI E FROM OJAI.
 EW5324'AT OJAI, 0.17 MILE EAST ALONG OJAI AVENUE FROM THE POST OFFICE
 EW5324'AT THE JUNCTION OF MONTGOMERY STREET, AT THE SOUTHWEST CORNER
 EW5324'OF THE NORDHOFF UNION ELEMENTARY SCHOOL YARD, 42 FEET NORTH OF THE
 EW5324'CENTER LINE OF THE AVENUE, 29 FEET EAST OF THE CENTER LINE OF THE
 EW5324'STREET, 9 FEET NORTH OF POWER POLE 474532E, ABOUT 1/2 FOOT HIGHER
 EW5324'THAN THE STREET, AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE
 EW5324'PROJECTING 0.4 FOOT ABOVE THE SIDEWALK.
 EW5324
 EW5324                          STATION RECOVERY (1977)
 EW5324
 EW5324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5324'CORRECTION-  NORDHOFF UNION ELEMENTARY SCHOOL IS NOW OJAI ELEMENTARY
 EW5324'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2742 ***********************************************************************
 FU2742  DESIGNATION -  743.7 USGS
 FU2742  PID         -  FU2742
 FU2742  STATE/COUNTY-  CA/KERN
 FU2742  USGS QUAD   -  SHALE POINT (1982)
 FU2742
 FU2742                         *CURRENT SURVEY CONTROL
 FU2742  ___________________________________________________________________
 FU2742* NAD 83(1986)-  35 36 54.     (N)    119 54 17.     (W)     SCALED    
 FU2742* NAVD 88     -       227.35   (+/-2cm)     745.9    (feet)  VERTCON   
 FU2742  ___________________________________________________________________
 FU2742  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FU2742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FU2742
 FU2742.The horizontal coordinates were scaled from a topographic map and have
 FU2742.an estimated accuracy of +/- 6 seconds.
 FU2742
 FU2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2742.The vertical order pertains to the NGVD 29 superseded value.
 FU2742
 FU2742.The geoid height was determined by GEOID03.
 FU2742
 FU2742;                    North         East    Units  Estimated Accuracy
 FU2742;SPC CA 5     -   736,250.    1,827,440.      MT  (+/- 180 meters Scaled)
 FU2742
 FU2742                          SUPERSEDED SURVEY CONTROL
 FU2742
 FU2742  NGVD 29 (??/??/92)  226.50   (m)          743.1    (f) COMPUTED    2 0
 FU2742
 FU2742.Superseded values are not recommended for survey control.
 FU2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2742.See file dsdata.txt to determine how the superseded data were derived.
 FU2742
 FU2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV369451(NAD 83)
 FU2742_MARKER: Z = SEE DESCRIPTION
 FU2742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU2742_SP_SET: WOODEN POST
 FU2742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2742
 FU2742  HISTORY     - Date     Condition        Report By
 FU2742  HISTORY     - UNK      MONUMENTED       USGS
 FU2742  HISTORY     - 1947     MARK NOT FOUND   NGS
 FU2742  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 FU2742
 FU2742                          STATION DESCRIPTION
 FU2742
 FU2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FU2742'2 MI W FROM BLACKWELLS CORNER.
 FU2742'2.0 MILES WEST ALONG U.S. HIGHWAY 466 FROM THE INTERSECTION OF
 FU2742'STATE HIGHWAY 33 AT BLACKWELLS CORNER, KERN COUNTY, AND 59 FEET
 FU2742'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A BRASS SCREW, SET IN
 FU2742'THE TOP OF A 3- BY 4-INCH WOODEN POST.
 FU2742
 FU2742                          STATION RECOVERY (1997)
 FU2742
 FU2742'RECOVERY NOTE BY US POWER SQUADRON 1997
 FU2742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2000 ***********************************************************************
 EW2000  DESIGNATION -  744+23 C OF LA
 EW2000  PID         -  EW2000
 EW2000  STATE/COUNTY-  CA/LOS ANGELES
 EW2000  USGS QUAD   -  PASADENA (1994)
 EW2000
 EW2000                         *CURRENT SURVEY CONTROL
 EW2000  ___________________________________________________________________
 EW2000* NAD 83(1986)-  34 12 36.     (N)    118 12 45.     (W)     SCALED    
 EW2000* NAVD 88     -       443.752  (meters)    1455.88   (feet)  READJUSTED
 EW2000  ___________________________________________________________________
 EW2000  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 EW2000  DYNAMIC HT  -         443.260 (meters)    1454.26  (feet)  COMP
 EW2000  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 EW2000
 EW2000  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2000
 EW2000.The horizontal coordinates were scaled from a topographic map and have
 EW2000.an estimated accuracy of +/- 6 seconds.
 EW2000
 EW2000.The orthometric height was determined by differential leveling
 EW2000.and adjusted in February 1993.
 EW2000.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2000.distribution rate of 0.0 thru 1.0 mm/km.
 EW2000.The height was derived from older observations constrained to new
 EW2000.heights in a crustal motion area.  The height is approximate in
 EW2000.relation to other heights in its vicinity.
 EW2000
 EW2000.The geoid height was determined by GEOID03.
 EW2000
 EW2000.The dynamic height is computed by dividing the NAVD 88
 EW2000.geopotential number by the normal gravity value computed on the
 EW2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2000.degrees latitude (g = 980.6199 gals.).
 EW2000
 EW2000.The modeled gravity was interpolated from observed gravity values.
 EW2000
 EW2000;                    North         East    Units  Estimated Accuracy
 EW2000;SPC CA 5     -   578,780.    1,980,420.      MT  (+/- 180 meters Scaled)
 EW2000
 EW2000                          SUPERSEDED SURVEY CONTROL
 EW2000
 EW2000  NGVD 29 (??/??/92)  442.940  (m)         1453.21   (f) ADJ UNCH    1 1
 EW2000
 EW2000.Superseded values are not recommended for survey control.
 EW2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2000.See file dsdata.txt to determine how the superseded data were derived.
 EW2000
 EW2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT883861(NAD 83)
 EW2000_MARKER: S = SPIKE
 EW2000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW2000_SP_SET: CULVERT
 EW2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2000
 EW2000  HISTORY     - Date     Condition        Report By
 EW2000  HISTORY     - UNK      MONUMENTED       CA-037
 EW2000  HISTORY     - 1968     GOOD             CA-037
 EW2000  HISTORY     - 1976     GOOD             NGS
 EW2000  HISTORY     - 1978     GOOD             NGS
 EW2000
 EW2000                          STATION DESCRIPTION
 EW2000
 EW2000'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 EW2000'IN LA CRESCENTA.
 EW2000'2.6 MILES NORTHWEST OF THE DEVILS GATE RESERVOIR.  FOOTHILL
 EW2000'BOULEVARD AND EL CAMINO CORTO, AT THE SOUTHEAST CORNER ON THE
 EW2000'SOUTHERLY SIDE OF FOOTHILL BOULEVARD AT CULVERT STATION NO.
 EW2000'744+23, 159.3 FEET SOUTHEAST OF THE SOUTHEAST END OF THE CURB
 EW2000'RETURN AND 0.6 FEET SOUTH OF SOUTHERLY CURB FACE, SET IN THE
 EW2000'CONCRETE CULVERT HEADWALL.
 EW2000
 EW2000                          STATION RECOVERY (1976)
 EW2000
 EW2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW2000'0.75 MILE NORTHWEST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW2000'ANGELES CREST HIGHWAY, AT JUNCTION OF FOOTHILL  E EL COMINO CORTO, 159
 EW2000'FT EAST OF THE CURB RETURN EAST OF EL COMINO CORTO, 0.8 FT SOUTH OF
 EW2000'THE SOUTH CURB OF BOULEVARD, IN TOP OF THE WEST END OF A SMALL CATCH
 EW2000'BASIN CULVERT, 14.8 FT WEST OF THE SIDE OF A 4 BY 3 FT METAL AND
 EW2000'CONCRETE BOX
 EW2000
 EW2000                          STATION RECOVERY (1978)
 EW2000
 EW2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2000'0.75 MILE NORTHWEST ALONG FOOTHILL BOULEVARD FROM ITS JUNCTION WITH
 EW2000'ANGELES CREST HIGHWAY, AT JUNCTION OF FOOTHILL AND EL COMINO CORTO,
 EW2000'159 FT. EAST OF THE CURB RETURN EAST OF EL COMINO CORTO, 0.8 FT. SOUTH
 EW2000'OF THE SOUTH CURB OF BOULEVARD, IN TOP OF THE WEST END OF A SMALL
 EW2000'CATCH BASIN CULVERT, 14.8 FT. WEST OF THE SIDE OF A 4 BY 3 FT. METAL
 EW2000'AND CONCRETE BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2197 ***********************************************************************
 FU2197  DESIGNATION -  745
 FU2197  PID         -  FU2197
 FU2197  STATE/COUNTY-  CA/KERN
 FU2197  USGS QUAD   -  MARICOPA (1973)
 FU2197
 FU2197                         *CURRENT SURVEY CONTROL
 FU2197  ___________________________________________________________________
 FU2197* NAD 83(1986)-  35 06 56.     (N)    119 24 27.     (W)     SCALED    
 FU2197* NAVD 88     -       227.315  (meters)     745.78   (feet)  ADJUSTED  
 FU2197  ___________________________________________________________________
 FU2197  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 FU2197  DYNAMIC HT  -         227.082 (meters)     745.02  (feet)  COMP
 FU2197  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 FU2197
 FU2197  VERT ORDER  -  SECOND    CLASS II
 FU2197
 FU2197.The horizontal coordinates were scaled from a topographic map and have
 FU2197.an estimated accuracy of +/- 6 seconds.
 FU2197
 FU2197.The orthometric height was determined by differential leveling
 FU2197.and adjusted in April 2006.
 FU2197.No vertical observational check was made to the station.
 FU2197
 FU2197.The geoid height was determined by GEOID03.
 FU2197
 FU2197.The dynamic height is computed by dividing the NAVD 88
 FU2197.geopotential number by the normal gravity value computed on the
 FU2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU2197.degrees latitude (g = 980.6199 gals.).
 FU2197
 FU2197.The modeled gravity was interpolated from observed gravity values.
 FU2197
 FU2197;                    North         East    Units  Estimated Accuracy
 FU2197;SPC CA 5     -   680,110.    1,871,700.      MT  (+/- 180 meters Scaled)
 FU2197
 FU2197                          SUPERSEDED SURVEY CONTROL
 FU2197
 FU2197  NAVD 88 (06/15/91)  227.300  (m)          745.73   (f) UNKNOWN     1 1
 FU2197  NGVD 29 (??/??/92)  226.486  (m)          743.06   (f) ADJ UNCH    1 1
 FU2197
 FU2197.Superseded values are not recommended for survey control.
 FU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2197.See file dsdata.txt to determine how the superseded data were derived.
 FU2197
 FU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU805885(NAD 83)
 FU2197_MARKER: DD = SURVEY DISK
 FU2197_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FU2197_SP_SET: RETAINING WALL
 FU2197_STAMPING: R M 745 1932
 FU2197_MARK LOGO: NONE  
 FU2197_MAGNETIC: N = NO MAGNETIC MATERIAL
 FU2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2197+STABILITY: SURFACE MOTION
 FU2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU2197+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 FU2197
 FU2197  HISTORY     - Date     Condition        Report By
 FU2197  HISTORY     - 1932     MONUMENTED       USGS
 FU2197  HISTORY     - 1964     GOOD             NGS
 FU2197  HISTORY     - 1970     GOOD             NGS
 FU2197  HISTORY     - 1977     GOOD             NGS
 FU2197  HISTORY     - 20030826 GOOD             JOHFRA
 FU2197  HISTORY     - 20030826 GOOD             JOHFRA
 FU2197
 FU2197                          STATION DESCRIPTION
 FU2197
 FU2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2197'3.9 MI SE FROM TAFT.
 FU2197'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT
 FU2197'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 3.3 MILES
 FU2197'SOUTHEAST ALONG DIVISION STREET, 3.8 MILES NORTH OF MARICOPA,
 FU2197'IN R24E T32S S28, IN THE TOP OF A CONCRETE RETAINING WALL OF A
 FU2197'DOUBLE 48-INCH CAST IRON PIPE CULVERT, 24 1/2 FEET SOUTHWEST OF
 FU2197'THE CENTER LINE OF THE ROAD, 11.7 FEET NORTHEAST OF THE SOUTHWEST
 FU2197'END OF THE WALL, AND ABOUT LEVEL WITH THE ROAD.
 FU2197
 FU2197                          STATION RECOVERY (1970)
 FU2197
 FU2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2197'RECOVERED IN GOOD CONDITION.
 FU2197
 FU2197                          STATION RECOVERY (1977)
 FU2197
 FU2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU2197'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT
 FU2197'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 0.8 MILE
 FU2197'EAST ALONG WOOD ROAD, THENCE 2.5 MILES SOUTHEAST ALONG PETROLEUM
 FU2197'CLUB ROAD, 3.8 MILES NORTH OF MARICOPA, IN THE TOP OF A RETAINING
 FU2197'WALL OF A DOUBLE 48-INCH CAST IRON PIPE CULVERT, 82 FT. WEST OF
 FU2197'THE CENTER LINE OF AN ASPHALT ROAD LEADING NORTHEAST, 24.5 FT.
 FU2197'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11.7 FT. NORTHEAT OF
 FU2197'THE SOUTHWEST END OF THE WALL.
 FU2197
 FU2197                          STATION RECOVERY (2003)
 FU2197
 FU2197'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 FU2197'HANDHELD GPS POSITION = N35-06-56.4 W119-24-29.1
 FU2197
 FU2197                          STATION RECOVERY (2003)
 FU2197
 FU2197'RECOVERY NOTE BY JOHNSON-FRANK 2003
 FU2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0937 ***********************************************************************
 FV0937  DESIGNATION -  745 USGS
 FV0937  PID         -  FV0937
 FV0937  STATE/COUNTY-  CA/KINGS
 FV0937  USGS QUAD   -  KETTLEMAN PLAIN (1994)
 FV0937
 FV0937                         *CURRENT SURVEY CONTROL
 FV0937  ___________________________________________________________________
 FV0937* NAD 83(1986)-  35 58 50.     (N)    120 07 09.     (W)     SCALED    
 FV0937* NAVD 88     -       227.89   (+/-2cm)     747.7    (feet)  VERTCON   
 FV0937  ___________________________________________________________________
 FV0937  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 FV0937  VERT ORDER  -  THIRD (See Below)
 FV0937
 FV0937.The horizontal coordinates were scaled from a topographic map and have
 FV0937.an estimated accuracy of +/- 6 seconds.
 FV0937
 FV0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0937.The vertical order pertains to the NGVD 29 superseded value.
 FV0937
 FV0937.The geoid height was determined by GEOID03.
 FV0937
 FV0937;                    North         East    Units  Estimated Accuracy
 FV0937;SPC CA 4     -   572,410.    1,899,070.      MT  (+/- 180 meters Scaled)
 FV0937
 FV0937                          SUPERSEDED SURVEY CONTROL
 FV0937
 FV0937  NGVD 29 (??/??/??)  226.93   (m)          744.5    (f) RESET       3  
 FV0937
 FV0937.Superseded values are not recommended for survey control.
 FV0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0937.See file dsdata.txt to determine how the superseded data were derived.
 FV0937
 FV0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE597856(NAD 83)
 FV0937_MARKER: S = SPIKE
 FV0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0937_SP_SET: TELEPHONE POLE
 FV0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0937
 FV0937  HISTORY     - Date     Condition        Report By
 FV0937  HISTORY     - UNK      MONUMENTED       USGS
 FV0937  HISTORY     - 1935     GOOD             NGS
 FV0937  HISTORY     - 1963     MARK NOT FOUND   NGS
 FV0937  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 FV0937
 FV0937                          STATION DESCRIPTION
 FV0937
 FV0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0937'1.7 MI S FROM AVENAL.
 FV0937'1.7 MI. S. ALONG COALINGA - MC. KITTRICK ROAD FROM POST OFFICE.
 FV0937'ALONG THE RIGHT OF WAY OF THE COALINGA - MC. KITTRICK COUNTY
 FV0937'ROAD, 25 FEET WEST OF CENTER LINE OF HIGHWAY, AND ON EAST SIDE
 FV0937'OF TELEPHONE POLE NO. 236-13.  A SPIKE.  COALINGA TO MC. KITTRICK
 FV0937'IS STATE ROUTE NO. 138.
 FV0937
 FV0937                          STATION RECOVERY (1963)
 FV0937
 FV0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FV0937'MARK NOT FOUND.
 FV0937
 FV0937                          STATION RECOVERY (1997)
 FV0937
 FV0937'RECOVERY NOTE BY US POWER SQUADRON 1997
 FV0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4623 ***********************************************************************
 EW4623  DESIGNATION -  747 C 65
 EW4623  PID         -  EW4623
 EW4623  STATE/COUNTY-  CA/VENTURA
 EW4623  USGS QUAD   -  MOORPARK (1974)
 EW4623
 EW4623                         *CURRENT SURVEY CONTROL
 EW4623  ___________________________________________________________________
 EW4623* NAD 83(1986)-  34 19 39.     (N)    118 54 10.     (W)     SCALED    
 EW4623* NAVD 88     -       326.258  (meters)    1070.40   (feet)  ADJUSTED  
 EW4623  ___________________________________________________________________
 EW4623  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW4623  DYNAMIC HT  -         325.896 (meters)    1069.21  (feet)  COMP
 EW4623  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 EW4623
 EW4623  VERT ORDER  -  FIRST     CLASS I
 EW4623
 EW4623.The horizontal coordinates were scaled from a topographic map and have
 EW4623.an estimated accuracy of +/- 6 seconds.
 EW4623
 EW4623.The orthometric height was determined by differential leveling
 EW4623.and adjusted in June 1995.
 EW4623
 EW4623.The geoid height was determined by GEOID03.
 EW4623
 EW4623.The dynamic height is computed by dividing the NAVD 88
 EW4623.geopotential number by the normal gravity value computed on the
 EW4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4623.degrees latitude (g = 980.6199 gals.).
 EW4623
 EW4623.The modeled gravity was interpolated from observed gravity values.
 EW4623
 EW4623;                    North         East    Units  Estimated Accuracy
 EW4623;SPC CA 5     -   592,160.    1,916,920.      MT  (+/- 180 meters Scaled)
 EW4623
 EW4623                          SUPERSEDED SURVEY CONTROL
 EW4623
 EW4623  NAVD 88 (02/01/93)  326.267  (m)         1070.43   (f) UNKNOWN     1 1
 EW4623  NGVD 29 (??/??/92)  325.466  (m)         1067.80   (f) ADJ UNCH    1 1
 EW4623
 EW4623.Superseded values are not recommended for survey control.
 EW4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4623.See file dsdata.txt to determine how the superseded data were derived.
 EW4623
 EW4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU249001(NAD 83)
 EW4623_MARKER: Z = SEE DESCRIPTION
 EW4623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4623_SP_SET: CULVERT HEADWALL
 EW4623_MARK LOGO: CADT  
 EW4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4623+STABILITY: SURFACE MOTION
 EW4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4623+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4623
 EW4623  HISTORY     - Date     Condition        Report By
 EW4623  HISTORY     - UNK      MONUMENTED       CADH
 EW4623  HISTORY     - 1965     GOOD
 EW4623  HISTORY     - 1977     GOOD             NGS
 EW4623  HISTORY     - 19940629 GOOD             NGS
 EW4623
 EW4623                          STATION DESCRIPTION
 EW4623
 EW4623'DESCRIBED 1965
 EW4623'4.4 MI N FROM MOORPARK.
 EW4623'4.4 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4623'23 AND 118 AT MOORPARK.  15.5 FT EASTERLY FROM THE CENTER OF
 EW4623'THE HIGHWAY AND 0.5 MI N OF THE S END OF THE E HEADWALL AT
 EW4623'BRIDGE NO. 52-133 AT MILEAGE POST MARKED 23 VEN 17.66.  A RAMSET
 EW4623'NAIL, WASHER AND BATHEY CAP MARKED STATE OF CALIFORNIA - DIVISION
 EW4623'OF HIGHWAYS.
 EW4623
 EW4623                          STATION RECOVERY (1977)
 EW4623
 EW4623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4623'RECOVERED IN GOOD CONDITION.
 EW4623
 EW4623                          STATION RECOVERY (1994)
 EW4623
 EW4623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4623'6.6 KM (4.10 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4623'IN MOORPARK, A RAMSET NAIL AND BETHAY CAP 0.2 M (0.7 FT) NORTH OF THE
 EW4623'SOUTH END OF THE EAST CONCRETE HEADWALL BOX CULVERT NUMBER BR 52-133,
 EW4623'AND 4.9 M (16.1 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC2143 ***********************************************************************
 DC2143  DESIGNATION -  747.3 RESET
 DC2143  PID         -  DC2143
 DC2143  STATE/COUNTY-  CA/SAN DIEGO
 DC2143  USGS QUAD   -  JAMUL MOUNTAINS (1994)
 DC2143
 DC2143                         *CURRENT SURVEY CONTROL
 DC2143  ___________________________________________________________________
 DC2143* NAD 83(1986)-  32 43 20.     (N)    116 53 30.     (W)     SCALED    
 DC2143* NAVD 88     -       227.96   (+/-2cm)     747.9    (feet)  VERTCON   
 DC2143  ___________________________________________________________________
 DC2143  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DC2143  VERT ORDER  -  THIRD (See Below)
 DC2143
 DC2143.The horizontal coordinates were scaled from a topographic map and have
 DC2143.an estimated accuracy of +/- 6 seconds.
 DC2143
 DC2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC2143.The vertical order pertains to the NGVD 29 superseded value.
 DC2143
 DC2143.The geoid height was determined by GEOID03.
 DC2143
 DC2143;                    North         East    Units  Estimated Accuracy
 DC2143;SPC CA 6     -   561,800.    1,939,850.      MT  (+/- 180 meters Scaled)
 DC2143
 DC2143                          SUPERSEDED SURVEY CONTROL
 DC2143
 DC2143  NGVD 29 (08/19/04)  227.29   (m)          745.7    (f) RESET       3  
 DC2143
 DC2143.Superseded values are not recommended for survey control.
 DC2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC2143.See file dsdata.txt to determine how the superseded data were derived.
 DC2143
 DC2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS101204(NAD 83)
 DC2143_MARKER: I = METAL ROD
 DC2143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DC2143_SP_SET: HEADWALL
 DC2143_MARK LOGO: NONE  
 DC2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC2143+STABILITY: SURFACE MOTION
 DC2143
 DC2143  HISTORY     - Date     Condition        Report By
 DC2143  HISTORY     - 1968     MONUMENTED       CADT
 DC2143
 DC2143                          STATION DESCRIPTION
 DC2143
 DC2143'DESCRIBED BY CALTRANS 1968
 DC2143'1.2 MILES (1.9 KM) NORTHWEST ALONG STATE HIGHWAY 94 FROM THE POST
 DC2143'OFFICE IN JAMUL, AT THE Y INTERSECTION OF A DRIVEWAY LEADING TO
 DC2143'OSLARS SHADY OAKS ON THE WEST HEADWALL OF A 72 INCH REINFORCED
 DC2143'CONCRETE PIPE UNDER THE DRIVEWAY, A STEEL REINFORCING BAR PROTRUDES
 DC2143'ONE HALF INCH FROM THE TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1604 ***********************************************************************
 JT1604  DESIGNATION -  75
 JT1604  PID         -  JT1604
 JT1604  STATE/COUNTY-  CA/NAPA
 JT1604  USGS QUAD   -  NAPA (1980)
 JT1604
 JT1604                         *CURRENT SURVEY CONTROL
 JT1604  ___________________________________________________________________
 JT1604* NAD 83(1986)-  38 19 16.     (N)    122 18 33.     (W)     SCALED    
 JT1604* NAVD 88     -        23.75   (+/-2cm)      77.9    (feet)  VERTCON   
 JT1604  ___________________________________________________________________
 JT1604  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT1604  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1604
 JT1604.The horizontal coordinates were scaled from a topographic map and have
 JT1604.an estimated accuracy of +/- 6 seconds.
 JT1604
 JT1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1604.The vertical order pertains to the NGVD 29 superseded value.
 JT1604
 JT1604.The geoid height was determined by GEOID03.
 JT1604
 JT1604;                    North         East    Units  Estimated Accuracy
 JT1604;SPC CA 2     -   572,690.    1,972,960.      MT  (+/- 180 meters Scaled)
 JT1604
 JT1604                          SUPERSEDED SURVEY CONTROL
 JT1604
 JT1604  NGVD 29 (??/??/92)   22.964  (m)           75.34   (f) ADJ UNCH    1 1
 JT1604
 JT1604.Superseded values are not recommended for survey control.
 JT1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1604.See file dsdata.txt to determine how the superseded data were derived.
 JT1604
 JT1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH603416(NAD 83)
 JT1604_MARKER: DD = SURVEY DISK
 JT1604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1604_SP_SET: COPPER-CLAD STEEL ROD
 JT1604_STAMPING: 75 USGS
 JT1604_MARK LOGO: USGS  
 JT1604_PROJECTION: FLUSH
 JT1604_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1604_ROD/PIPE-DEPTH: 0.91 meters
 JT1604
 JT1604  HISTORY     - Date     Condition        Report By
 JT1604  HISTORY     - UNK      MONUMENTED       USGS
 JT1604  HISTORY     - 19720101 GOOD             CA2330
 JT1604
 JT1604                          STATION DESCRIPTION
 JT1604
 JT1604'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1604'4.0 MI (6.4 KM) NORTHWEST ALONG STATE HIGHWAY 29 FROM THE COUNTY
 JT1604'COURTHOUSE AT NAPA, TO REDWOOD ROAD.  THE MONUMENT US LOCATED
 JT1604'APPROXIMATELY MIDWAY BETWEEN SOLANO AVENUE AND THE SOUTHERN PACIFIC
 JT1604'RAILROAD TRACKS, 136 FT (41.5 M) WEST OF MAIN LINE TRACKS, AND 164.5
 JT1604'FT (50.1 M) SOUTH OF THE CENTERLINE OF REDWOOD ROAD, IN A PAVED AREA
 JT1604'BEHIND SERVICE STATION, 8.5 FT (2.6 M) SOUTH OF A SERVICE STATION
 JT1604'BUILDING, 8 FT (2.4 M) WEST OF THE EAST WALL, 13.5 FT (4.1 M)
 JT1604'NORTHEAST OF A MANHOLE, BENEATH A WELL TYPE MONUMENT COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9194 ***********************************************************************
 JT9194  DESIGNATION -  75 1
 JT9194  PID         -  JT9194
 JT9194  STATE/COUNTY-  CA/NAPA
 JT9194  USGS QUAD   -  NAPA (1980)
 JT9194
 JT9194                         *CURRENT SURVEY CONTROL
 JT9194  ___________________________________________________________________
 JT9194* NAD 83(1986)-  38 17 30.     (N)    122 17 52.     (W)     SCALED    
 JT9194* NAVD 88     -         9.39   (+/-2cm)      30.8    (feet)  VERTCON   
 JT9194  ___________________________________________________________________
 JT9194  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9194  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9194
 JT9194.The horizontal coordinates were scaled from a topographic map and have
 JT9194.an estimated accuracy of +/- 6 seconds.
 JT9194
 JT9194.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9194.The vertical order pertains to the NGVD 29 superseded value.
 JT9194
 JT9194.The geoid height was determined by GEOID03.
 JT9194
 JT9194;                    North         East    Units  Estimated Accuracy
 JT9194;SPC CA 2     -   569,420.    1,973,950.      MT  (+/- 180 meters Scaled)
 JT9194
 JT9194                          SUPERSEDED SURVEY CONTROL
 JT9194
 JT9194  NGVD 29 (??/??/92)    8.615  (m)           28.26   (f) ADJ UNCH    2 2
 JT9194
 JT9194.Superseded values are not recommended for survey control.
 JT9194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9194.See file dsdata.txt to determine how the superseded data were derived.
 JT9194
 JT9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH614384(NAD 83)
 JT9194_MARKER: DD = SURVEY DISK
 JT9194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9194_SP_SET: CATCH BASIN
 JT9194_MARK LOGO: CA2330
 JT9194_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9194
 JT9194  HISTORY     - Date     Condition        Report By
 JT9194  HISTORY     - 1971     MONUMENTED       CA2330
 JT9194
 JT9194                          STATION DESCRIPTION
 JT9194
 JT9194'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9194'AT INTERSECTION OF PINE AND SEYMOUR STREETS, MORTH SIDE, A BOLT HEAD
 JT9194'ON D-2 CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4491 ***********************************************************************
 EW4491  DESIGNATION -  75 13
 EW4491  PID         -  EW4491
 EW4491  STATE/COUNTY-  CA/VENTURA
 EW4491  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4491
 EW4491                         *CURRENT SURVEY CONTROL
 EW4491  ___________________________________________________________________
 EW4491* NAD 83(1986)-  34 14 58.     (N)    118 51 58.     (W)     SCALED    
 EW4491* NAVD 88     -       196.162  (meters)     643.57   (feet)  ADJUSTED  
 EW4491  ___________________________________________________________________
 EW4491  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW4491  DYNAMIC HT  -         195.955 (meters)     642.90  (feet)  COMP
 EW4491  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 EW4491
 EW4491  VERT ORDER  -  FIRST     CLASS I
 EW4491
 EW4491.The horizontal coordinates were scaled from a topographic map and have
 EW4491.an estimated accuracy of +/- 6 seconds.
 EW4491
 EW4491.The orthometric height was determined by differential leveling
 EW4491.and adjusted in June 1995.
 EW4491
 EW4491.The geoid height was determined by GEOID03.
 EW4491
 EW4491.The dynamic height is computed by dividing the NAVD 88
 EW4491.geopotential number by the normal gravity value computed on the
 EW4491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4491.degrees latitude (g = 980.6199 gals.).
 EW4491
 EW4491.The modeled gravity was interpolated from observed gravity values.
 EW4491
 EW4491;                    North         East    Units  Estimated Accuracy
 EW4491;SPC CA 5     -   583,480.    1,920,220.      MT  (+/- 180 meters Scaled)
 EW4491
 EW4491                          SUPERSEDED SURVEY CONTROL
 EW4491
 EW4491.No superseded survey control is available for this station.
 EW4491
 EW4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT281913(NAD 83)
 EW4491_MARKER: DB = BENCH MARK DISK
 EW4491_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4491+WITH SETTING: PAVEMENT
 EW4491_SP_SET: UTILITY BOX FOOTING
 EW4491_STAMPING: 75-13 1971
 EW4491_MARK LOGO: CA-111
 EW4491_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4491+STABILITY: SURFACE MOTION
 EW4491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4491+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4491
 EW4491  HISTORY     - Date     Condition        Report By
 EW4491  HISTORY     - 1971     MONUMENTED       CA-111
 EW4491  HISTORY     - 19940630 GOOD             NGS
 EW4491
 EW4491                          STATION DESCRIPTION
 EW4491
 EW4491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4491'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW4491'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW4491'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG SPRING ROAD, THENCE 0.9 KM
 EW4491'(0.55 MI) EASTERLY ALONG TIERRA REJADA ROAD, THENCE 2.8 KM (1.75 MI)
 EW4491'SOUTHERLY ALONG MOORPARK ROAD, NEAR THE NORTHEAST CORNER OF A 3 BY
 EW4491'5-FOOT CONCRETE FOOTING FOR A UTILITY BOX, 21.9 M (71.9 FT) NORTH OF
 EW4491'THE ROAD CENTERLINE, 10.8 M (35.4 FT) NORTHWEST OF THE WEST POST OF A
 EW4491'GATE, 6.6 M (21.7 FT) NORTHEAST OF THE MOST SOUTHEASTERLY ROCK FENCE
 EW4491'COLUMN, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4492 ***********************************************************************
 EW4492  DESIGNATION -  75 14
 EW4492  PID         -  EW4492
 EW4492  STATE/COUNTY-  CA/VENTURA
 EW4492  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4492
 EW4492                         *CURRENT SURVEY CONTROL
 EW4492  ___________________________________________________________________
 EW4492* NAD 83(1986)-  34 14 59.     (N)    118 51 33.     (W)     SCALED    
 EW4492* NAVD 88     -       191.940  (meters)     629.72   (feet)  ADJUSTED  
 EW4492  ___________________________________________________________________
 EW4492  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EW4492  DYNAMIC HT  -         191.737 (meters)     629.06  (feet)  COMP
 EW4492  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 EW4492
 EW4492  VERT ORDER  -  SECOND    CLASS II
 EW4492
 EW4492.The horizontal coordinates were scaled from a topographic map and have
 EW4492.an estimated accuracy of +/- 6 seconds.
 EW4492
 EW4492.The orthometric height was determined by differential leveling
 EW4492.and adjusted in April 2006.
 EW4492.No vertical observational check was made to the station.
 EW4492
 EW4492.The geoid height was determined by GEOID03.
 EW4492
 EW4492.The dynamic height is computed by dividing the NAVD 88
 EW4492.geopotential number by the normal gravity value computed on the
 EW4492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4492.degrees latitude (g = 980.6199 gals.).
 EW4492
 EW4492.The modeled gravity was interpolated from observed gravity values.
 EW4492
 EW4492;                    North         East    Units  Estimated Accuracy
 EW4492;SPC CA 5     -   583,500.    1,920,860.      MT  (+/- 180 meters Scaled)
 EW4492
 EW4492                          SUPERSEDED SURVEY CONTROL
 EW4492
 EW4492  NAVD 88 (06/28/95)  191.950  (m)          629.76   (f) UNKNOWN     1 1
 EW4492
 EW4492.Superseded values are not recommended for survey control.
 EW4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4492.See file dsdata.txt to determine how the superseded data were derived.
 EW4492
 EW4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT288914(NAD 83)
 EW4492_MARKER: DB = BENCH MARK DISK
 EW4492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4492_SP_SET: HEADWALL
 EW4492_STAMPING: 75-14 1971
 EW4492_MARK LOGO: CA-111
 EW4492_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4492+STABILITY: SURFACE MOTION
 EW4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4492+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 EW4492
 EW4492  HISTORY     - Date     Condition        Report By
 EW4492  HISTORY     - 1971     MONUMENTED       CA-111
 EW4492  HISTORY     - 19940630 GOOD             NGS
 EW4492  HISTORY     - 20030630 GOOD             JOHFRA
 EW4492  HISTORY     - 20030825 GOOD             JOHFRA
 EW4492
 EW4492                          STATION DESCRIPTION
 EW4492
 EW4492'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1971
 EW4492'AT THOUSAND OAKS.
 EW4492'SOUTH 1.4 MILES ON MOORPARK ROAD FROM THE INTERSECTION OF TIERRA
 EW4492'REJADA ROAD, 19.0 FEET SOUTH OF CENTER OF MOORPARK ROAD STANDARD
 EW4492'VENTURA COUNTY BM SET IN CONCRETE HEADWALL OF 24-INCH C.M.P..
 EW4492
 EW4492                          STATION RECOVERY (1994)
 EW4492
 EW4492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4492'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW4492'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW4492'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG SPRING ROAD, THENCE 0.9 KM
 EW4492'(0.55 MI) EASTERLY ALONG TIERRA REJADA ROAD, THENCE 2.2 KM (1.35 MI)
 EW4492'SOUTHERLY ALONG MOORPARK ROAD, IN TOP OF AND 1.0 M (3.3 FT) WEST OF
 EW4492'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE
 EW4492'ROAD, 12.6 M (41.3 FT) EAST OF A UTILITY POLE, 5.9 M (19.4 FT) SOUTH
 EW4492'OF THE ROAD CENTERLINE, AND 0.5 M (1.6 FT) BELOW THE GROUND SURFACE.
 EW4492
 EW4492                          STATION RECOVERY (2003)
 EW4492
 EW4492'RECOVERY NOTE BY JOHNSON-FRANK 2003
 EW4492'RECOVERED IN GOOD CONDITION.
 EW4492
 EW4492                          STATION RECOVERY (2003)
 EW4492
 EW4492'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 EW4492'FOUND GENERALLY AS DESCRIBED IN THE 1994 RECOVERY NOTE.  HANDHELD GPS
 EW4492'POSITION IS N34-14-59.6 W118-51-31.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5019 ***********************************************************************
 EW5019  DESIGNATION -  75 15
 EW5019  PID         -  EW5019
 EW5019  STATE/COUNTY-  CA/VENTURA
 EW5019  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW5019
 EW5019                         *CURRENT SURVEY CONTROL
 EW5019  ___________________________________________________________________
 EW5019* NAD 83(1986)-  34 15 05.     (N)    118 51 08.     (W)     SCALED    
 EW5019* NAVD 88     -       191.075  (meters)     626.89   (feet)  ADJUSTED  
 EW5019  ___________________________________________________________________
 EW5019  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW5019  DYNAMIC HT  -         190.872 (meters)     626.22  (feet)  COMP
 EW5019  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 EW5019
 EW5019  VERT ORDER  -  FIRST     CLASS I
 EW5019
 EW5019.The horizontal coordinates were scaled from a topographic map and have
 EW5019.an estimated accuracy of +/- 6 seconds.
 EW5019
 EW5019.The orthometric height was determined by differential leveling
 EW5019.and adjusted in June 1995.
 EW5019
 EW5019.The geoid height was determined by GEOID03.
 EW5019
 EW5019.The dynamic height is computed by dividing the NAVD 88
 EW5019.geopotential number by the normal gravity value computed on the
 EW5019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5019.degrees latitude (g = 980.6199 gals.).
 EW5019
 EW5019.The modeled gravity was interpolated from observed gravity values.
 EW5019
 EW5019;                    North         East    Units  Estimated Accuracy
 EW5019;SPC CA 5     -   583,680.    1,921,500.      MT  (+/- 180 meters Scaled)
 EW5019
 EW5019                          SUPERSEDED SURVEY CONTROL
 EW5019
 EW5019.No superseded survey control is available for this station.
 EW5019
 EW5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT294915(NAD 83)
 EW5019_MARKER: DD = SURVEY DISK
 EW5019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5019_SP_SET: CONCRETE COLUMN
 EW5019_STAMPING: 75-155 1971
 EW5019_MARK LOGO: CA-111
 EW5019_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW5019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5019+STABILITY: SURFACE MOTION
 EW5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5019+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 EW5019
 EW5019  HISTORY     - Date     Condition        Report By
 EW5019  HISTORY     - 1971     MONUMENTED       CA-111
 EW5019  HISTORY     - 19940630 GOOD             NGS
 EW5019  HISTORY     - 20030630 GOOD             JOHFRA
 EW5019  HISTORY     - 20030825 GOOD             JOHFRA
 EW5019
 EW5019                          STATION DESCRIPTION
 EW5019
 EW5019'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1971
 EW5019'AT THOUSAND OAKS.
 EW5019'SOUTH 0.9 MILES ON MOORPARK ROAD FROM THE INTERSECTION OF TIERRA
 EW5019'REJADA ROAD 28.0 FEET EAST OF CENTER OF MOORPARK ROAD STANDARD VENTURA
 EW5019'COUNTY BM SET IN CONCRETE COLUMN.
 EW5019
 EW5019                          STATION RECOVERY (1994)
 EW5019
 EW5019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW5019'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW5019'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW5019'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG SPRING ROAD, THENCE 0.9 KM
 EW5019'(0.55 MI) EASTERLY ALONG TIERRA REJADA ROAD, THENCE 1.4 KM (0.85 MI)
 EW5019'SOUTHERLY ALONG MOORPARK ROAD, 14.6 M (47.9 FT) NORTH OF A UTILITY
 EW5019'POLE WITH A GUY CABLE ATTACHED, 9.0 M (29.5 FT) EAST OF THE ROAD
 EW5019'CENTERLINE, 0.6 M (2.0 FT) WEST OF A T-FENCE CORNER, 0.5 M (1.6 FT)
 EW5019'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 EW5019'SURFACE.
 EW5019
 EW5019                          STATION RECOVERY (2003)
 EW5019
 EW5019'RECOVERY NOTE BY JOHNSON-FRANK 2003
 EW5019'RECOVERED IN GOOD CONDITION.
 EW5019
 EW5019                          STATION RECOVERY (2003)
 EW5019
 EW5019'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 EW5019'FOUND GENERALLY AS DESCRIBED IN THE 1994 RECOVERY NOTE.  STATION IS ON
 EW5019'THE EASTERLY SIDE OF SUNSET VALLEY ROAD AND IS 252 METERS (830 FEET)
 EW5019'NORTH OF READ ROAD.  HANDHELD GPS POSITION IS N34-15-08.0
 EW5019'W118-51-10.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5018 ***********************************************************************
 EW5018  DESIGNATION -  75 16
 EW5018  PID         -  EW5018
 EW5018  STATE/COUNTY-  CA/VENTURA
 EW5018  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW5018
 EW5018                         *CURRENT SURVEY CONTROL
 EW5018  ___________________________________________________________________
 EW5018* NAD 83(1986)-  34 15 36.     (N)    118 51 14.     (W)     SCALED    
 EW5018* NAVD 88     -       185.572  (meters)     608.83   (feet)  ADJUSTED  
 EW5018  ___________________________________________________________________
 EW5018  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW5018  DYNAMIC HT  -         185.376 (meters)     608.19  (feet)  COMP
 EW5018  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 EW5018
 EW5018  VERT ORDER  -  FIRST     CLASS I
 EW5018
 EW5018.The horizontal coordinates were scaled from a topographic map and have
 EW5018.an estimated accuracy of +/- 6 seconds.
 EW5018
 EW5018.The orthometric height was determined by differential leveling
 EW5018.and adjusted in June 1995.
 EW5018
 EW5018.The geoid height was determined by GEOID03.
 EW5018
 EW5018.The dynamic height is computed by dividing the NAVD 88
 EW5018.geopotential number by the normal gravity value computed on the
 EW5018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5018.degrees latitude (g = 980.6199 gals.).
 EW5018
 EW5018.The modeled gravity was interpolated from observed gravity values.
 EW5018
 EW5018;                    North         East    Units  Estimated Accuracy
 EW5018;SPC CA 5     -   584,640.    1,921,360.      MT  (+/- 180 meters Scaled)
 EW5018
 EW5018                          SUPERSEDED SURVEY CONTROL
 EW5018
 EW5018.No superseded survey control is available for this station.
 EW5018
 EW5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT293925(NAD 83)
 EW5018_MARKER: DD = SURVEY DISK
 EW5018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5018_SP_SET: HEADWALL
 EW5018_STAMPING: 75-16 1971
 EW5018_MARK LOGO: CA-111
 EW5018_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW5018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5018+STABILITY: SURFACE MOTION
 EW5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5018+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 EW5018
 EW5018  HISTORY     - Date     Condition        Report By
 EW5018  HISTORY     - 1971     MONUMENTED       CA-111
 EW5018  HISTORY     - 19940630 GOOD             NGS
 EW5018  HISTORY     - 20030630 GOOD             JOHFRA
 EW5018  HISTORY     - 20030825 GOOD             JOHFRA
 EW5018
 EW5018                          STATION DESCRIPTION
 EW5018
 EW5018'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1971
 EW5018'THOUSAND OAKS.
 EW5018'SOUTH 0.3 MILE ON MOORPARK ROAD FROM THEINTERSECTION OF TIERRA
 EW5018'REJADA ROAD, 16.0 FT EAST OF CENTER OF MOORPARK ROAD STANDARD VENTURA
 EW5018'COUNTY BM SET IN CONCRETE HEADWALL OF 36-INCH C.M.P..
 EW5018
 EW5018                          STATION RECOVERY (1994)
 EW5018
 EW5018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW5018'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW5018'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW5018'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG SPRING ROAD, THENCE 0.9 KM
 EW5018'(0.55 MI) EASTERLY ALONG TIERRA REJADA ROAD, THENCE 0.4 KM (0.25 MI)
 EW5018'SOUTHERLY ALONG MOORPARK ROAD, IN THE EAST CONCRETE HEADWALL OF A
 EW5018'CULVERT UNDER THE ROAD, 5.3 M (17.4 FT) EAST OF THE ROAD CENTERLINE,
 EW5018'1.7 M (5.6 FT) NORTH OF THE SOUTH END OF THE CULVERT, AND 0.2 M (0.7
 EW5018'FT) BELOW THE LEVEL OF THE ROAD.
 EW5018
 EW5018                          STATION RECOVERY (2003)
 EW5018
 EW5018'RECOVERY NOTE BY JOHNSON-FRANK 2003
 EW5018'RECOVERED IN GOOD CONDITION.
 EW5018
 EW5018                          STATION RECOVERY (2003)
 EW5018
 EW5018'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 EW5018'FOUND GENERALLY AS DESCRIBED IN THE 1994 RECOVERY NOTE EXCEPT THE
 EW5018'PORTION OF MOORPARK ROAD IN THE DESCRIPTION IS NOW SUNSET VALLEY ROAD.
 EW5018'THE MARK IS ALSO 1173M (3850 FEET) NORTHERLY OF READ ROAD.  PART OF
 EW5018'THE MARK HAS BEEN SCRAPED, BUT APPEARS TO BE GOOD FOR ELEVATION.
 EW5018'HANDHELD GPS POSITION IS N34-15-37.6 W118-51-15.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5017 ***********************************************************************
 EW5017  DESIGNATION -  75 17
 EW5017  PID         -  EW5017
 EW5017  STATE/COUNTY-  CA/VENTURA
 EW5017  USGS QUAD   -  SIMI VALLEY WEST (1969)
 EW5017
 EW5017                         *CURRENT SURVEY CONTROL
 EW5017  ___________________________________________________________________
 EW5017* NAD 83(1986)-  34 15 52.     (N)    118 51 18.     (W)     SCALED    
 EW5017* NAVD 88     -       186.941  (meters)     613.32   (feet)  ADJUSTED  
 EW5017  ___________________________________________________________________
 EW5017  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW5017  DYNAMIC HT  -         186.744 (meters)     612.68  (feet)  COMP
 EW5017  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 EW5017
 EW5017  VERT ORDER  -  FIRST     CLASS I
 EW5017
 EW5017.The horizontal coordinates were scaled from a topographic map and have
 EW5017.an estimated accuracy of +/- 6 seconds.
 EW5017
 EW5017.The orthometric height was determined by differential leveling
 EW5017.and adjusted in June 1995.
 EW5017
 EW5017.The geoid height was determined by GEOID03.
 EW5017
 EW5017.The dynamic height is computed by dividing the NAVD 88
 EW5017.geopotential number by the normal gravity value computed on the
 EW5017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5017.degrees latitude (g = 980.6199 gals.).
 EW5017
 EW5017.The modeled gravity was interpolated from observed gravity values.
 EW5017
 EW5017;                    North         East    Units  Estimated Accuracy
 EW5017;SPC CA 5     -   585,130.    1,921,260.      MT  (+/- 180 meters Scaled)
 EW5017
 EW5017                          SUPERSEDED SURVEY CONTROL
 EW5017
 EW5017.No superseded survey control is available for this station.
 EW5017
 EW5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT292930(NAD 83)
 EW5017_MARKER: DD = SURVEY DISK
 EW5017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW5017_SP_SET: CULVERT HEADWALL
 EW5017_STAMPING: 75-17 1971
 EW5017_MARK LOGO: CA-111
 EW5017_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW5017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW5017+STABILITY: SURFACE MOTION
 EW5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW5017+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW5017
 EW5017  HISTORY     - Date     Condition        Report By
 EW5017  HISTORY     - 1971     MONUMENTED       CA-111
 EW5017  HISTORY     - 19940630 GOOD             NGS
 EW5017
 EW5017                          STATION DESCRIPTION
 EW5017
 EW5017'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1971
 EW5017'AT THOUSAND OAKS.
 EW5017'AT THE INTERSECTION OF MOORPARK ROAD AND TIERRA REJADA ROAD, STANDARD
 EW5017'VENTURA COUNTY BM SET IN CONCRETE HEADWALL OF 34-INCH BY 60-INCH
 EW5017'C.M.P. 55.0 FEET NORTH OF CENTER OF ROAD.
 EW5017
 EW5017                          STATION RECOVERY (1994)
 EW5017
 EW5017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW5017'1.0 KM (0.60 MI) SOUTHERLY ALONG MOORPARK AVENUE FROM THE CITY HALL IN
 EW5017'MOORPARK, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG LOS ANGELES AVENUE,
 EW5017'THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG SPRING ROAD, THENCE 0.9 KM
 EW5017'(0.55 MI) EASTERLY ALONG TIERRA REJADA ROAD, IN THE NORTHWEST CONCRETE
 EW5017'HEADWALL OF A CULVERT UNDER THE ROAD, 14.6 M (47.9 FT) EAST OF THE
 EW5017'EXTENDED CENTERLINE OF MOORPARK ROAD LEADING SOUTH, 12.2 M (40.0 FT)
 EW5017'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 2.5 M (8.2
 EW5017'FT) SOUTHWEST OF THE NORTHEAST END OF THE CULVERT, AND 1.2 M (3.9 FT)
 EW5017'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9195 ***********************************************************************
 JT9195  DESIGNATION -  75 3
 JT9195  PID         -  JT9195
 JT9195  STATE/COUNTY-  CA/NAPA
 JT9195  USGS QUAD   -  NAPA (1980)
 JT9195
 JT9195                         *CURRENT SURVEY CONTROL
 JT9195  ___________________________________________________________________
 JT9195* NAD 83(1986)-  38 17 30.     (N)    122 17 28.     (W)     SCALED    
 JT9195* NAVD 88     -         9.18   (+/-2cm)      30.1    (feet)  VERTCON   
 JT9195  ___________________________________________________________________
 JT9195  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9195  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9195
 JT9195.The horizontal coordinates were scaled from a topographic map and have
 JT9195.an estimated accuracy of +/- 6 seconds.
 JT9195
 JT9195.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9195.The vertical order pertains to the NGVD 29 superseded value.
 JT9195
 JT9195.The geoid height was determined by GEOID03.
 JT9195
 JT9195;                    North         East    Units  Estimated Accuracy
 JT9195;SPC CA 2     -   569,420.    1,974,530.      MT  (+/- 180 meters Scaled)
 JT9195
 JT9195                          SUPERSEDED SURVEY CONTROL
 JT9195
 JT9195  NGVD 29 (??/??/92)    8.405  (m)           27.58   (f) ADJ UNCH    2 2
 JT9195
 JT9195.Superseded values are not recommended for survey control.
 JT9195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9195.See file dsdata.txt to determine how the superseded data were derived.
 JT9195
 JT9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH619384(NAD 83)
 JT9195_MARKER: DD = SURVEY DISK
 JT9195_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9195+WITH SETTING: PAVEMENT
 JT9195_SP_SET: FLAG POLE BASE
 JT9195_MARK LOGO: CA2330
 JT9195_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9195+STABILITY: SURFACE MOTION
 JT9195
 JT9195  HISTORY     - Date     Condition        Report By
 JT9195  HISTORY     - 1971     MONUMENTED       CA2330
 JT9195
 JT9195                          STATION DESCRIPTION
 JT9195
 JT9195'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9195'AT INTERSECTION OF PINE AND WILSON STREETS, A BRASS CAP IN THE BASE OF
 JT9195'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9196 ***********************************************************************
 JT9196  DESIGNATION -  75 A
 JT9196  PID         -  JT9196
 JT9196  STATE/COUNTY-  CA/NAPA
 JT9196  USGS QUAD   -  NAPA (1980)
 JT9196
 JT9196                         *CURRENT SURVEY CONTROL
 JT9196  ___________________________________________________________________
 JT9196* NAD 83(1986)-  38 17 30.     (N)    122 17 22.     (W)     SCALED    
 JT9196* NAVD 88     -         7.82   (+/-2cm)      25.7    (feet)  VERTCON   
 JT9196  ___________________________________________________________________
 JT9196  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9196  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9196
 JT9196.The horizontal coordinates were scaled from a topographic map and have
 JT9196.an estimated accuracy of +/- 6 seconds.
 JT9196
 JT9196.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9196.The vertical order pertains to the NGVD 29 superseded value.
 JT9196
 JT9196.The geoid height was determined by GEOID03.
 JT9196
 JT9196;                    North         East    Units  Estimated Accuracy
 JT9196;SPC CA 2     -   569,420.    1,974,680.      MT  (+/- 180 meters Scaled)
 JT9196
 JT9196                          SUPERSEDED SURVEY CONTROL
 JT9196
 JT9196  NGVD 29 (??/??/92)    7.040  (m)           23.10   (f) ADJ UNCH    2 2
 JT9196
 JT9196.Superseded values are not recommended for survey control.
 JT9196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9196.See file dsdata.txt to determine how the superseded data were derived.
 JT9196
 JT9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH621384(NAD 83)
 JT9196_MARKER: DD = SURVEY DISK
 JT9196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9196_SP_SET: CONCRETE POST
 JT9196_MARK LOGO: CA2330
 JT9196_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9196+STABILITY: SURFACE MOTION
 JT9196
 JT9196  HISTORY     - Date     Condition        Report By
 JT9196  HISTORY     - 1971     MONUMENTED       CA2330
 JT9196
 JT9196                          STATION DESCRIPTION
 JT9196
 JT9196'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9196'ALONG PINE STREET, AT ANGLE POINT WEST OF FRANKLIN STREET, A WELL TYPE
 JT9196'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9197 ***********************************************************************
 JT9197  DESIGNATION -  75 B
 JT9197  PID         -  JT9197
 JT9197  STATE/COUNTY-  CA/NAPA
 JT9197  USGS QUAD   -  NAPA (1980)
 JT9197
 JT9197                         *CURRENT SURVEY CONTROL
 JT9197  ___________________________________________________________________
 JT9197* NAD 83(1986)-  38 17 24.     (N)    122 17 10.     (W)     SCALED    
 JT9197* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 JT9197  ___________________________________________________________________
 JT9197  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9197  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9197
 JT9197.The horizontal coordinates were scaled from a topographic map and have
 JT9197.an estimated accuracy of +/- 6 seconds.
 JT9197
 JT9197.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9197.The vertical order pertains to the NGVD 29 superseded value.
 JT9197
 JT9197.The geoid height was determined by GEOID03.
 JT9197
 JT9197;                    North         East    Units  Estimated Accuracy
 JT9197;SPC CA 2     -   569,230.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9197
 JT9197                          SUPERSEDED SURVEY CONTROL
 JT9197
 JT9197  NGVD 29 (??/??/92)    3.366  (m)           11.04   (f) ADJ UNCH    2 2
 JT9197
 JT9197.Superseded values are not recommended for survey control.
 JT9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9197.See file dsdata.txt to determine how the superseded data were derived.
 JT9197
 JT9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624382(NAD 83)
 JT9197_MARKER: DD = SURVEY DISK
 JT9197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9197_SP_SET: CONCRETE POST
 JT9197_MARK LOGO: CA2330
 JT9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9197+STABILITY: SURFACE MOTION
 JT9197
 JT9197  HISTORY     - Date     Condition        Report By
 JT9197  HISTORY     - 1971     MONUMENTED       CA2330
 JT9197
 JT9197                          STATION DESCRIPTION
 JT9197
 JT9197'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9197'AT INTERSECTION OF PINE AND COOMBS STREETS, 10 FEET BY 10 FEET
 JT9197'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9198 ***********************************************************************
 JT9198  DESIGNATION -  75 C
 JT9198  PID         -  JT9198
 JT9198  STATE/COUNTY-  CA/NAPA
 JT9198  USGS QUAD   -  NAPA (1980)
 JT9198
 JT9198                         *CURRENT SURVEY CONTROL
 JT9198  ___________________________________________________________________
 JT9198* NAD 83(1986)-  38 17 24.     (N)    122 16 58.     (W)     SCALED    
 JT9198* NAVD 88     -         4.19   (+/-2cm)      13.7    (feet)  VERTCON   
 JT9198  ___________________________________________________________________
 JT9198  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9198  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9198
 JT9198.The horizontal coordinates were scaled from a topographic map and have
 JT9198.an estimated accuracy of +/- 6 seconds.
 JT9198
 JT9198.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9198.The vertical order pertains to the NGVD 29 superseded value.
 JT9198
 JT9198.The geoid height was determined by GEOID03.
 JT9198
 JT9198;                    North         East    Units  Estimated Accuracy
 JT9198;SPC CA 2     -   569,230.    1,975,260.      MT  (+/- 180 meters Scaled)
 JT9198
 JT9198                          SUPERSEDED SURVEY CONTROL
 JT9198
 JT9198  NGVD 29 (??/??/92)    3.411  (m)           11.19   (f) ADJ UNCH    2 2
 JT9198
 JT9198.Superseded values are not recommended for survey control.
 JT9198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9198.See file dsdata.txt to determine how the superseded data were derived.
 JT9198
 JT9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH627382(NAD 83)
 JT9198_MARKER: DD = SURVEY DISK
 JT9198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9198_SP_SET: CONCRETE POST
 JT9198_MARK LOGO: CA2330
 JT9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9198+STABILITY: SURFACE MOTION
 JT9198
 JT9198  HISTORY     - Date     Condition        Report By
 JT9198  HISTORY     - 1971     MONUMENTED       CA2330
 JT9198
 JT9198                          STATION DESCRIPTION
 JT9198
 JT9198'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9198'ALONG PINE STREET, 4 FT (1.2 M) WEST OF CENTERLINE OF CROSS STREET, A
 JT9198'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2666 ***********************************************************************
 GU2666  DESIGNATION -  75 CAHD
 GU2666  PID         -  GU2666
 GU2666  STATE/COUNTY-  CA/SANTA CLARA
 GU2666  USGS QUAD   -  SAN FELIPE (1971)
 GU2666
 GU2666                         *CURRENT SURVEY CONTROL
 GU2666  ___________________________________________________________________
 GU2666* NAD 83(1986)-  36 59 18.     (N)    121 26 53.     (W)     SCALED    
 GU2666* NAVD 88     -        49.12   (+/-2cm)     161.2    (feet)  VERTCON   
 GU2666  ___________________________________________________________________
 GU2666  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 GU2666  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU2666
 GU2666.The horizontal coordinates were scaled from a topographic map and have
 GU2666.an estimated accuracy of +/- 6 seconds.
 GU2666
 GU2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU2666.The vertical order pertains to the NGVD 29 superseded value.
 GU2666
 GU2666.The geoid height was determined by GEOID03.
 GU2666
 GU2666;                    North         East    Units  Estimated Accuracy
 GU2666;SPC CA 3     -   554,620.    1,915,600.      MT  (+/- 180 meters Scaled)
 GU2666
 GU2666                          SUPERSEDED SURVEY CONTROL
 GU2666
 GU2666  NGVD 29 (??/??/92)   48.256  (m)          158.32   (f) ADJ UNCH    1 2
 GU2666
 GU2666.Superseded values are not recommended for survey control.
 GU2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2666.See file dsdata.txt to determine how the superseded data were derived.
 GU2666
 GU2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF381947(NAD 83)
 GU2666_MARKER: N = NAIL
 GU2666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU2666_SP_SET: OAK TREE
 GU2666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2666
 GU2666  HISTORY     - Date     Condition        Report By
 GU2666  HISTORY     - UNK      MONUMENTED       CADH
 GU2666  HISTORY     - 1954     GOOD             NGS
 GU2666  HISTORY     - 1967     MARK NOT FOUND   NGS
 GU2666
 GU2666                          STATION DESCRIPTION
 GU2666
 GU2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 GU2666'8.1 MI E FROM GILROY.
 GU2666'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2666'FROM THE STATION AT GILROY, THENCE 8.0 MILES EAST ALONG STATE
 GU2666'HIGHWAY 152, ABOUT 20 YARDS NORTHWEST OF A SHORT DEEP CUT, 47.6
 GU2666'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 GU2666'OF A LARGE ROOT ON THE NORTHWEST SIDE OF A 42-INCH OAK TREE, ABOUT
 GU2666'5 FEET LOWER THAN THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 GU2666
 GU2666                          STATION RECOVERY (1967)
 GU2666
 GU2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 GU2666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9199 ***********************************************************************
 JT9199  DESIGNATION -  75 D
 JT9199  PID         -  JT9199
 JT9199  STATE/COUNTY-  CA/NAPA
 JT9199  USGS QUAD   -  NAPA (1980)
 JT9199
 JT9199                         *CURRENT SURVEY CONTROL
 JT9199  ___________________________________________________________________
 JT9199* NAD 83(1986)-  38 17 30.     (N)    122 17 46.     (W)     SCALED    
 JT9199* NAVD 88     -         9.42   (+/-2cm)      30.9    (feet)  VERTCON   
 JT9199  ___________________________________________________________________
 JT9199  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9199  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9199
 JT9199.The horizontal coordinates were scaled from a topographic map and have
 JT9199.an estimated accuracy of +/- 6 seconds.
 JT9199
 JT9199.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9199.The vertical order pertains to the NGVD 29 superseded value.
 JT9199
 JT9199.The geoid height was determined by GEOID03.
 JT9199
 JT9199;                    North         East    Units  Estimated Accuracy
 JT9199;SPC CA 2     -   569,420.    1,974,100.      MT  (+/- 180 meters Scaled)
 JT9199
 JT9199                          SUPERSEDED SURVEY CONTROL
 JT9199
 JT9199  NGVD 29 (??/??/92)    8.651  (m)           28.38   (f) ADJ UNCH    2 2
 JT9199
 JT9199.Superseded values are not recommended for survey control.
 JT9199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9199.See file dsdata.txt to determine how the superseded data were derived.
 JT9199
 JT9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH615384(NAD 83)
 JT9199_MARKER: DD = SURVEY DISK
 JT9199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9199_SP_SET: CONCRETE POST
 JT9199_MARK LOGO: CA2330
 JT9199_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9199+STABILITY: SURFACE MOTION
 JT9199
 JT9199  HISTORY     - Date     Condition        Report By
 JT9199  HISTORY     - 1971     MONUMENTED       CA2330
 JT9199
 JT9199                          STATION DESCRIPTION
 JT9199
 JT9199'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9199'AT INTERSECTION OF PINE STREET AND MONTGOMERY, 5 FEET BY 5 FEET
 JT9199'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9200 ***********************************************************************
 JT9200  DESIGNATION -  75 E
 JT9200  PID         -  JT9200
 JT9200  STATE/COUNTY-  CA/NAPA
 JT9200  USGS QUAD   -  NAPA (1980)
 JT9200
 JT9200                         *CURRENT SURVEY CONTROL
 JT9200  ___________________________________________________________________
 JT9200* NAD 83(1986)-  38 17 30.     (N)    122 17 58.     (W)     SCALED    
 JT9200* NAVD 88     -         9.85   (+/-2cm)      32.3    (feet)  VERTCON   
 JT9200  ___________________________________________________________________
 JT9200  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT9200  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9200
 JT9200.The horizontal coordinates were scaled from a topographic map and have
 JT9200.an estimated accuracy of +/- 6 seconds.
 JT9200
 JT9200.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9200.The vertical order pertains to the NGVD 29 superseded value.
 JT9200
 JT9200.The geoid height was determined by GEOID03.
 JT9200
 JT9200;                    North         East    Units  Estimated Accuracy
 JT9200;SPC CA 2     -   569,420.    1,973,800.      MT  (+/- 180 meters Scaled)
 JT9200
 JT9200                          SUPERSEDED SURVEY CONTROL
 JT9200
 JT9200  NGVD 29 (??/??/92)    9.077  (m)           29.78   (f) ADJ UNCH    2 2
 JT9200
 JT9200.Superseded values are not recommended for survey control.
 JT9200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9200.See file dsdata.txt to determine how the superseded data were derived.
 JT9200
 JT9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH612384(NAD 83)
 JT9200_MARKER: DD = SURVEY DISK
 JT9200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9200_SP_SET: CONCRETE POST
 JT9200_MARK LOGO: CA2330
 JT9200_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9200+STABILITY: SURFACE MOTION
 JT9200
 JT9200  HISTORY     - Date     Condition        Report By
 JT9200  HISTORY     - 1971     MONUMENTED       CA2330
 JT9200
 JT9200                          STATION DESCRIPTION
 JT9200
 JT9200'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9200'AT INTERSECTION OF PINE AND WALNUT STREETS, 10 FEET BY 10 FEET
 JT9200'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9049 ***********************************************************************
 EW9049  DESIGNATION -  75 FMK
 EW9049  PID         -  EW9049
 EW9049  STATE/COUNTY-  CA/LOS ANGELES
 EW9049  USGS QUAD   -  CANOGA PARK (1967)
 EW9049
 EW9049                         *CURRENT SURVEY CONTROL
 EW9049  ___________________________________________________________________
 EW9049* NAD 83(1986)-  34 09 45.     (N)    118 36 23.     (W)     SCALED    
 EW9049* NAVD 88     -       281.519  (meters)     923.62   (feet)  ADJUSTED  
 EW9049  ___________________________________________________________________
 EW9049  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW9049  DYNAMIC HT  -         281.219 (meters)     922.63  (feet)  COMP
 EW9049  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 EW9049
 EW9049  VERT ORDER  -  FIRST     CLASS I
 EW9049
 EW9049.The horizontal coordinates were scaled from a topographic map and have
 EW9049.an estimated accuracy of +/- 6 seconds.
 EW9049
 EW9049.The orthometric height was determined by differential leveling
 EW9049.and adjusted in June 1995.
 EW9049
 EW9049.The geoid height was determined by GEOID03.
 EW9049
 EW9049.The dynamic height is computed by dividing the NAVD 88
 EW9049.geopotential number by the normal gravity value computed on the
 EW9049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9049.degrees latitude (g = 980.6199 gals.).
 EW9049
 EW9049.The modeled gravity was interpolated from observed gravity values.
 EW9049
 EW9049;                    North         East    Units  Estimated Accuracy
 EW9049;SPC CA 5     -   573,660.    1,944,090.      MT  (+/- 180 meters Scaled)
 EW9049
 EW9049                          SUPERSEDED SURVEY CONTROL
 EW9049
 EW9049  NGVD 29 (??/??/92)  280.72   (m)          921.0    (f) COMPUTED    1 1
 EW9049
 EW9049.Superseded values are not recommended for survey control.
 EW9049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9049.See file dsdata.txt to determine how the superseded data were derived.
 EW9049
 EW9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519813(NAD 83)
 EW9049_MARKER: DE = TRAVERSE STATION DISK
 EW9049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EW9049_SP_SET: CURB
 EW9049_STAMPING: 75 FMK 1974
 EW9049_MARK LOGO: USGS  
 EW9049_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9049+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW9049
 EW9049  HISTORY     - Date     Condition        Report By
 EW9049  HISTORY     - 1974     MONUMENTED       USGS
 EW9049  HISTORY     - 1974     GOOD             CA-037
 EW9049  HISTORY     - 19940613 GOOD             NGS
 EW9049
 EW9049                          STATION DESCRIPTION
 EW9049
 EW9049'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9049'0.55 MI S FROM WOODLAND HILLS.
 EW9049'TOPANGA CANYON BOULEVARD AND MARTINEZ STREET, 33.0 FEET SOUTH AND 30.0
 EW9049'FEET WEST OF THE APPROXIMATE CENTERLINE INTERSECTION.  THE DISK IS SET
 EW9049'IN THE WEST CONCRETE CURB 0.4 FOOT NORTH OF A CONCRETE CATCH BASIN.
 EW9049
 EW9049                          STATION RECOVERY (1994)
 EW9049
 EW9049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9049'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW9049'CANOGA PARK, THENCE 4.3 KM (2.65 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW9049'(TOPANGA CANYON BOULEVARD) , IN THE WEST CONCRETE CURB OF THE HIGHWAY,
 EW9049'10.5 M (34.4 FT) SOUTH OF THE CENTER OF MARTINEZ STREET, 5.8 M (19.0
 EW9049'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.1
 EW9049'M (10.2 FT) SOUTH OF THE NORTH END OF THE CURB, 0.2 M (0.7 FT) ABOVE
 EW9049'THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTH OF THE NORTHEAST
 EW9049'CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5820 ***********************************************************************
 EW5820  DESIGNATION -  75 FMK USGS
 EW5820  PID         -  EW5820
 EW5820  STATE/COUNTY-  CA/VENTURA
 EW5820  USGS QUAD   -  VENTURA (1967)
 EW5820
 EW5820                         *CURRENT SURVEY CONTROL
 EW5820  ___________________________________________________________________
 EW5820* NAD 83(1986)-  34 21 07.     (N)    119 18 13.     (W)     SCALED    
 EW5820* NAVD 88     -        73.25   (+/-2cm)     240.3    (feet)  VERTCON   
 EW5820  ___________________________________________________________________
 EW5820  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW5820  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW5820
 EW5820.The horizontal coordinates were scaled from a topographic map and have
 EW5820.an estimated accuracy of +/- 6 seconds.
 EW5820
 EW5820.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW5820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW5820.The vertical order pertains to the NGVD 29 superseded value.
 EW5820
 EW5820.The geoid height was determined by GEOID03.
 EW5820
 EW5820;                    North         East    Units  Estimated Accuracy
 EW5820;SPC CA 5     -   595,280.    1,880,080.      MT  (+/- 180 meters Scaled)
 EW5820
 EW5820                          SUPERSEDED SURVEY CONTROL
 EW5820
 EW5820  NGVD 29 (??/??/92)   72.49   (m)          237.8    (f) COMPUTED    1 1
 EW5820
 EW5820.Superseded values are not recommended for survey control.
 EW5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5820.See file dsdata.txt to determine how the superseded data were derived.
 EW5820
 EW5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU881035(NAD 83)
 EW5820_MARKER: DB = BENCH MARK DISK
 EW5820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5820_SP_SET: MAN HOLE
 EW5820_STAMPING: 75 FMK
 EW5820
 EW5820  HISTORY     - Date     Condition        Report By
 EW5820  HISTORY     - UNK      MONUMENTED
 EW5820  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW5820
 EW5820                          STATION DESCRIPTION
 EW5820
 EW5820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5820'6.5 MI NORTH FROM VENTURA.
 EW5820'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0018 ***********************************************************************
 HS0018  DESIGNATION -  75 USGS
 HS0018  PID         -  HS0018
 HS0018  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0018  USGS QUAD   -  VERNALIS (1991)
 HS0018
 HS0018                         *CURRENT SURVEY CONTROL
 HS0018  ___________________________________________________________________
 HS0018* NAD 83(1986)-  37 41 03.     (N)    121 20 46.     (W)     SCALED    
 HS0018* NAVD 88     -        23.27   (+/-2cm)      76.3    (feet)  VERTCON   
 HS0018  ___________________________________________________________________
 HS0018  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HS0018  VERT ORDER  -  THIRD (See Below)
 HS0018
 HS0018.The horizontal coordinates were scaled from a topographic map and have
 HS0018.an estimated accuracy of +/- 6 seconds.
 HS0018
 HS0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0018.The vertical order pertains to the NGVD 29 superseded value.
 HS0018
 HS0018.The geoid height was determined by GEOID03.
 HS0018
 HS0018;                    North         East    Units  Estimated Accuracy
 HS0018;SPC CA 3     -   631,760.    1,925,370.      MT  (+/- 180 meters Scaled)
 HS0018
 HS0018                          SUPERSEDED SURVEY CONTROL
 HS0018
 HS0018  NGVD 29 (??/??/??)   22.54   (m)           74.0    (f) RESET       3  
 HS0018
 HS0018.Superseded values are not recommended for survey control.
 HS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0018.See file dsdata.txt to determine how the superseded data were derived.
 HS0018
 HS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG458720(NAD 83)
 HS0018_MARKER: P = PIPE CAP
 HS0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0018_STAMPING: CAL 75 G 1909
 HS0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0018
 HS0018  HISTORY     - Date     Condition        Report By
 HS0018  HISTORY     - 1909     MONUMENTED       USGS
 HS0018  HISTORY     - 1958     GOOD             NGS
 HS0018  HISTORY     - 1965     GOOD             NGS
 HS0018
 HS0018                          STATION DESCRIPTION
 HS0018
 HS0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS0018'5.8 MI SE FROM TRACY.
 HS0018'5.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0018'FROM THE STATION AT TRACY, IN R6E T3S S7, 5 1/4 TELEPHONE POLES
 HS0018'SOUTHEAST OF MILEPOLE 88, 42.4 FEET NORTHEAST OF THE NORTHEAST
 HS0018'RAIL, 58.1 FEET EAST OF THE EAST CORNER OF SEMAPHORE 881, 36 1/2
 HS0018'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 33, 1.4 FEET
 HS0018'SOUTHEAST OF A WITNESS POST, AND RIVETED ON TOP OF A 3 1/2-INCH
 HS0018'IRON PIPE PROJECTING 2.0 FEET ABOVE THE GROUND.
 HS0018
 HS0018                          STATION RECOVERY (1965)
 HS0018
 HS0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4386 ***********************************************************************
 EW4386  DESIGNATION -  75+61.40 BC
 EW4386  PID         -  EW4386
 EW4386  STATE/COUNTY-  CA/LOS ANGELES
 EW4386  USGS QUAD   -  CANOGA PARK (1967)
 EW4386
 EW4386                         *CURRENT SURVEY CONTROL
 EW4386  ___________________________________________________________________
 EW4386* NAD 83(1986)-  34 10 39.     (N)    118 36 18.     (W)     SCALED    
 EW4386* NAVD 88     -       260.798  (meters)     855.63   (feet)  ADJUSTED  
 EW4386  ___________________________________________________________________
 EW4386  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EW4386  DYNAMIC HT  -         260.521 (meters)     854.73  (feet)  COMP
 EW4386  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 EW4386  OBS GRAVITY -     979,562.3   (mgal)                       GRAV_OBS
 EW4386
 EW4386  VERT ORDER  -  FIRST     CLASS I
 EW4386
 EW4386.The horizontal coordinates were scaled from a topographic map and have
 EW4386.an estimated accuracy of +/- 6 seconds.
 EW4386
 EW4386.The orthometric height was determined by differential leveling
 EW4386.and adjusted in June 1995.
 EW4386.WARNING-Repeat measurements at this control monument indicate possible
 EW4386.vertical movement.
 EW4386
 EW4386.The geoid height was determined by GEOID03.
 EW4386
 EW4386.The dynamic height is computed by dividing the NAVD 88
 EW4386.geopotential number by the normal gravity value computed on the
 EW4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4386.degrees latitude (g = 980.6199 gals.).
 EW4386
 EW4386.The modeled gravity was interpolated from observed gravity values.
 EW4386.The observed gravity was obtained from relative gravimeter ties
 EW4386.to the IGSN71 gravity network.
 EW4386
 EW4386;                    North         East    Units  Estimated Accuracy
 EW4386;SPC CA 5     -   575,320.    1,944,230.      MT  (+/- 180 meters Scaled)
 EW4386
 EW4386                          SUPERSEDED SURVEY CONTROL
 EW4386
 EW4386  NAVD 88 (10/28/92)  260.783  (m)          855.59   (f) UNKNOWN     1 1
 EW4386  NGVD 29 (??/??/92)  259.994  (m)          853.00   (f) ADJ UNCH    1 1
 EW4386
 EW4386.Superseded values are not recommended for survey control.
 EW4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4386.See file dsdata.txt to determine how the superseded data were derived.
 EW4386
 EW4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520830(NAD 83)
 EW4386_MARKER: DD = SURVEY DISK
 EW4386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4386_SP_SET: CONCRETE POST
 EW4386_STAMPING: 75+61.40 BC
 EW4386_MARK LOGO: CADT  
 EW4386_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4386+STABILITY: SURFACE MOTION
 EW4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4386+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4386
 EW4386  HISTORY     - Date     Condition        Report By
 EW4386  HISTORY     - UNK      MONUMENTED       CADH
 EW4386  HISTORY     - 1968     GOOD
 EW4386  HISTORY     - 1974     GOOD             CA1980
 EW4386  HISTORY     - 1978     GOOD             NGS
 EW4386  HISTORY     - 19890516 GOOD             NGS
 EW4386  HISTORY     - 19940613 GOOD             NGS
 EW4386
 EW4386                          STATION DESCRIPTION
 EW4386
 EW4386'DESCRIBED 1968
 EW4386'AT LOS ANGELES.
 EW4386'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT, STAMPED 75 PLUS 61.40
 EW4386'BC, ON THE CENTER LINE BEGINNING OF SECOND CURVE IN TOPANGA
 EW4386'CANYON BOULEVARD NORTH OF BURBANK BOULEVARD.
 EW4386
 EW4386                          STATION RECOVERY (1974)
 EW4386
 EW4386'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4386'RECOVERED IN GOOD CONDITION.
 EW4386
 EW4386                          STATION RECOVERY (1978)
 EW4386
 EW4386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4386'0.45 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE U.S. HIGHWAY
 EW4386'101 OVERPASS AT WOODLAND HILLS, 100 FT. SOUTH OF THE JUNCTION OF
 EW4386'CALIFO STREET, IN THE CENTER OF THE MEDIAN ISLAND UNDER A CAST
 EW4386'IRON CAP.
 EW4386
 EW4386                          STATION RECOVERY (1989)
 EW4386
 EW4386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4386'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CANOGA
 EW4386'PARK, AT THE INTERSECTION OF TOPANGO CANYON BOULEVARD AND CALIFA
 EW4386'STREET, 42.5 M (139.4 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 EW4386'7.8 M (25.6 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 EW4386'BOULEVARD, AND IN A CONCRETE POST THAT IS 0.3 M (1.0 FT) BELOW THE
 EW4386'GROUND SURFACE ACCESS TO WHICH IS THROUGH A 6-INCH METAL MANHOLE
 EW4386'COVER.
 EW4386
 EW4386                          STATION RECOVERY (1994)
 EW4386
 EW4386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4386'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4386'CANOGA PARK, THENCE 2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW4386'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE
 EW4386'HIGHWAY, 43.8 M (143.7 FT) SOUTH OF THE EXTENDED CENTER OF CALIFA
 EW4386'STREET, 7.7 M (25.3 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF
 EW4386'THE HIGHWAY, 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4386'LANES OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 EW4386'BELOW THE LEVEL OF THE MEDIAN.  NOTE--ACCESS TO THE DATUM POINT IS
 EW4386'THROUGH A 5-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0751 ***********************************************************************
 KS0751  DESIGNATION -  75.0
 KS0751  PID         -  KS0751
 KS0751  STATE/COUNTY-  CA/YUBA
 KS0751  USGS QUAD   -  WHEATLAND (1973)
 KS0751
 KS0751                         *CURRENT SURVEY CONTROL
 KS0751  ___________________________________________________________________
 KS0751* NAD 83(1986)-  39 01 00.     (N)    121 26 04.     (W)     SCALED    
 KS0751* NAVD 88     -        23.537  (meters)      77.22   (feet)  ADJUSTED  
 KS0751  ___________________________________________________________________
 KS0751  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 KS0751  DYNAMIC HT  -          23.522 (meters)      77.17  (feet)  COMP
 KS0751  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 KS0751
 KS0751  VERT ORDER  -  FIRST     CLASS II
 KS0751
 KS0751.The horizontal coordinates were scaled from a topographic map and have
 KS0751.an estimated accuracy of +/- 6 seconds.
 KS0751
 KS0751.The orthometric height was determined by differential leveling
 KS0751.and adjusted in June 1991.
 KS0751.WARNING-Repeat measurements at this control monument indicate possible
 KS0751.vertical movement.
 KS0751
 KS0751.The geoid height was determined by GEOID03.
 KS0751
 KS0751.The dynamic height is computed by dividing the NAVD 88
 KS0751.geopotential number by the normal gravity value computed on the
 KS0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0751.degrees latitude (g = 980.6199 gals.).
 KS0751
 KS0751.The modeled gravity was interpolated from observed gravity values.
 KS0751
 KS0751;                    North         East    Units  Estimated Accuracy
 KS0751;SPC CA 2     -   650,010.    2,048,980.      MT  (+/- 180 meters Scaled)
 KS0751
 KS0751                          SUPERSEDED SURVEY CONTROL
 KS0751
 KS0751  NGVD 29 (??/??/??)   22.873  (m)           75.04   (f) ADJUSTED    1 2
 KS0751
 KS0751.Superseded values are not recommended for survey control.
 KS0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0751.See file dsdata.txt to determine how the superseded data were derived.
 KS0751
 KS0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ355197(NAD 83)
 KS0751_MARKER: Q = CHISELED SQUARE
 KS0751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KS0751_SP_SET: HEADWALL
 KS0751_MARK LOGO: NONE  
 KS0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0751+STABILITY: SURFACE MOTION
 KS0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KS0751+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1988
 KS0751
 KS0751  HISTORY     - Date     Condition        Report By
 KS0751  HISTORY     - UNK      MONUMENTED       CGS
 KS0751  HISTORY     - 1949     GOOD             NGS
 KS0751  HISTORY     - 19880822 GOOD             NGS
 KS0751  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0751
 KS0751                          STATION DESCRIPTION
 KS0751
 KS0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0751'0.7 MI NW FROM WHEATLAND.
 KS0751'0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD
 KS0751'FROM THE STATION AT WHEATLAND, AT CONCRETE CULVERT 128.01, IN
 KS0751'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL, AND
 KS0751'7.3 FEET NORTHEAST OF THE NORTHEAST RAIL.
 KS0751
 KS0751                          STATION RECOVERY (1988)
 KS0751
 KS0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0751'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.2 KM
 KS0751'(0.75 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 KS0751'JUNCTION OF 4TH STREET IN WHEATLAND.
 KS0751
 KS0751                          STATION RECOVERY (2004)
 KS0751
 KS0751'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1987 ***********************************************************************
 HS1987  DESIGNATION -  75.45 LT USBR
 HS1987  PID         -  HS1987
 HS1987  STATE/COUNTY-  CA/MERCED
 HS1987  USGS QUAD   -  VOLTA (1971)
 HS1987
 HS1987                         *CURRENT SURVEY CONTROL
 HS1987  ___________________________________________________________________
 HS1987* NAD 83(1986)-  37 02 33.     (N)    120 56 36.     (W)     SCALED    
 HS1987* NAVD 88     -        72.52   (+/-2cm)     237.9    (feet)  VERTCON   
 HS1987  ___________________________________________________________________
 HS1987  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HS1987  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1987
 HS1987.The horizontal coordinates were scaled from a topographic map and have
 HS1987.an estimated accuracy of +/- 6 seconds.
 HS1987
 HS1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1987.The vertical order pertains to the NGVD 29 superseded value.
 HS1987
 HS1987.The geoid height was determined by GEOID03.
 HS1987
 HS1987;                    North         East    Units  Estimated Accuracy
 HS1987;SPC CA 3     -   560,300.    1,960,560.      MT  (+/- 180 meters Scaled)
 HS1987
 HS1987                          SUPERSEDED SURVEY CONTROL
 HS1987
 HS1987  NGVD 29 (??/??/??)   71.645  (m)          235.06   (f) ADJUSTED    1 1
 HS1987
 HS1987.Superseded values are not recommended for survey control.
 HS1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1987.See file dsdata.txt to determine how the superseded data were derived.
 HS1987
 HS1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG829015(NAD 83)
 HS1987_MARKER: DD = SURVEY DISK
 HS1987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1987_SP_SET: BRIDGE
 HS1987_STAMPING: 75.45 LT
 HS1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1987
 HS1987  HISTORY     - Date     Condition        Report By
 HS1987  HISTORY     - UNK      MONUMENTED       BOR
 HS1987  HISTORY     - 1967     GOOD             NGS
 HS1987
 HS1987                          STATION DESCRIPTION
 HS1987
 HS1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1987'11.2 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1987'11.2 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS1987'AMIGOS PUMP PLANT, AT THE CROSSING OF PIONEER ROAD, IN THE TOP
 HS1987'AND 2.5 FEET WEST OF THE EAST END OF THE NORTHEAST CONCRETE
 HS1987'WING WALL OF PIONEER ROAD BRIDGE OVER THE AQUEDUCT, 15 FEET
 HS1987'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT
 HS1987'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1984 ***********************************************************************
 HS1984  DESIGNATION -  75.45 RT USBR
 HS1984  PID         -  HS1984
 HS1984  STATE/COUNTY-  CA/MERCED
 HS1984  USGS QUAD   -  VOLTA (1971)
 HS1984
 HS1984                         *CURRENT SURVEY CONTROL
 HS1984  ___________________________________________________________________
 HS1984* NAD 83(1986)-  37 02 37.     (N)    120 56 48.     (W)     SCALED    
 HS1984* NAVD 88     -        70.86   (+/-2cm)     232.5    (feet)  VERTCON   
 HS1984  ___________________________________________________________________
 HS1984  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HS1984  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1984
 HS1984.The horizontal coordinates were scaled from a topographic map and have
 HS1984.an estimated accuracy of +/- 6 seconds.
 HS1984
 HS1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1984.The vertical order pertains to the NGVD 29 superseded value.
 HS1984
 HS1984.The geoid height was determined by GEOID03.
 HS1984
 HS1984;                    North         East    Units  Estimated Accuracy
 HS1984;SPC CA 3     -   560,430.    1,960,260.      MT  (+/- 180 meters Scaled)
 HS1984
 HS1984                          SUPERSEDED SURVEY CONTROL
 HS1984
 HS1984  NGVD 29 (??/??/??)   69.982  (m)          229.60   (f) ADJUSTED    1 1
 HS1984
 HS1984.Superseded values are not recommended for survey control.
 HS1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1984.See file dsdata.txt to determine how the superseded data were derived.
 HS1984
 HS1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG826016(NAD 83)
 HS1984_MARKER: DD = SURVEY DISK
 HS1984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1984_SP_SET: DRAIN INLET HEAD WALL
 HS1984_STAMPING: 75.45 RT
 HS1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1984
 HS1984  HISTORY     - Date     Condition        Report By
 HS1984  HISTORY     - UNK      MONUMENTED       BOR
 HS1984  HISTORY     - 1967     GOOD             NGS
 HS1984
 HS1984                          STATION DESCRIPTION
 HS1984
 HS1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1984'11.3 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1984'11.3 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1984'DOS AMIGOS PUMP PLANT, IN THE TOP AND 2.0 FEET NORTHWEST OF THE
 HS1984'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN
 HS1984'INLET STRUCTURE DI 75.45, 22 FEET SOUTHWEST OF THE CENTER LINE
 HS1984'OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 1 1/2 FEET LOWER THAN
 HS1984'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1988 ***********************************************************************
 HS1988  DESIGNATION -  75.89 RT USBR
 HS1988  PID         -  HS1988
 HS1988  STATE/COUNTY-  CA/MERCED
 HS1988  USGS QUAD   -  VOLTA (1971)
 HS1988
 HS1988                         *CURRENT SURVEY CONTROL
 HS1988  ___________________________________________________________________
 HS1988* NAD 83(1986)-  37 02 17.     (N)    120 56 27.     (W)     SCALED    
 HS1988* NAVD 88     -        70.97   (+/-2cm)     232.8    (feet)  VERTCON   
 HS1988  ___________________________________________________________________
 HS1988  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HS1988  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1988
 HS1988.The horizontal coordinates were scaled from a topographic map and have
 HS1988.an estimated accuracy of +/- 6 seconds.
 HS1988
 HS1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1988.The vertical order pertains to the NGVD 29 superseded value.
 HS1988
 HS1988.The geoid height was determined by GEOID03.
 HS1988
 HS1988;                    North         East    Units  Estimated Accuracy
 HS1988;SPC CA 3     -   559,810.    1,960,780.      MT  (+/- 180 meters Scaled)
 HS1988
 HS1988                          SUPERSEDED SURVEY CONTROL
 HS1988
 HS1988  NGVD 29 (??/??/??)   70.089  (m)          229.95   (f) ADJUSTED    1 1
 HS1988
 HS1988.Superseded values are not recommended for survey control.
 HS1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1988.See file dsdata.txt to determine how the superseded data were derived.
 HS1988
 HS1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG831010(NAD 83)
 HS1988_MARKER: DD = SURVEY DISK
 HS1988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1988_SP_SET: DRAIN INLET HEAD WALL
 HS1988_STAMPING: 75.89 RT
 HS1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1988
 HS1988  HISTORY     - Date     Condition        Report By
 HS1988  HISTORY     - UNK      MONUMENTED       BOR
 HS1988  HISTORY     - 1967     GOOD             NGS
 HS1988
 HS1988                          STATION DESCRIPTION
 HS1988
 HS1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1988'10.8 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1988'10.85 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS1988'AMIGOS PUMP PLANT, IN THE TOP AND 2.3 FEET NORTHWEST OF THE
 HS1988'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN INLET
 HS1988'STRUCTURE DI 75.89, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HS1988'SOUTH WEST LEVEE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2647 ***********************************************************************
 EV2647  DESIGNATION -  7514.39
 EV2647  PID         -  EV2647
 EV2647  STATE/COUNTY-  CA/LOS ANGELES
 EV2647  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2647
 EV2647                         *CURRENT SURVEY CONTROL
 EV2647  ___________________________________________________________________
 EV2647* NAD 83(1986)-  34 20 55.     (N)    117 48 35.     (W)     SCALED    
 EV2647* NAVD 88     -      2291.722  (meters)    7518.76   (feet)  READJUSTED
 EV2647  ___________________________________________________________________
 EV2647  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EV2647  DYNAMIC HT  -        2288.480 (meters)    7508.12  (feet)  COMP
 EV2647  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 EV2647
 EV2647  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2647
 EV2647.The horizontal coordinates were scaled from a topographic map and have
 EV2647.an estimated accuracy of +/- 6 seconds.
 EV2647
 EV2647.The orthometric height was determined by differential leveling
 EV2647.and adjusted in February 1993.
 EV2647.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2647.distribution rate of 0.0 thru 1.0 mm/km.
 EV2647.The height was derived from older observations constrained to new
 EV2647.heights in a crustal motion area.  The height is approximate in
 EV2647.relation to other heights in its vicinity.
 EV2647
 EV2647.The geoid height was determined by GEOID03.
 EV2647
 EV2647.The dynamic height is computed by dividing the NAVD 88
 EV2647.geopotential number by the normal gravity value computed on the
 EV2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2647.degrees latitude (g = 980.6199 gals.).
 EV2647
 EV2647.The modeled gravity was interpolated from observed gravity values.
 EV2647
 EV2647;                    North         East    Units  Estimated Accuracy
 EV2647;SPC CA 5     -   594,150.    2,017,510.      MT  (+/- 180 meters Scaled)
 EV2647
 EV2647                          SUPERSEDED SURVEY CONTROL
 EV2647
 EV2647  NGVD 29 (??/??/92) 2290.568  (m)         7514.97   (f) ADJ UNCH    1 1
 EV2647
 EV2647.Superseded values are not recommended for survey control.
 EV2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2647.See file dsdata.txt to determine how the superseded data were derived.
 EV2647
 EV2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU255011(NAD 83)
 EV2647_MARKER: DD = SURVEY DISK
 EV2647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2647_SP_SET: CULVERT
 EV2647_STAMPING: 7514.39 ELEV
 EV2647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2647
 EV2647  HISTORY     - Date     Condition        Report By
 EV2647  HISTORY     - UNK      MONUMENTED       CADH
 EV2647  HISTORY     - 1962     GOOD             NGS
 EV2647  HISTORY     - 1971     GOOD             NGS
 EV2647  HISTORY     - 1977     GOOD             NGS
 EV2647
 EV2647                          STATION DESCRIPTION
 EV2647
 EV2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EV2647'12.7 MI W FROM BIG PINES.
 EV2647'12.7 MILES WEST ALONG STATE HIGHWAY 2 FROM THE RANGER STATION AT
 EV2647'BIG PINES, IN THE CENTER OF THE TOP OF AN L SHAPED HEAD WALL OF
 EV2647'A 36-INCH ARCH CULVERT D-188+62, 18 FEET SOUTHEAST OF THE CENTER
 EV2647'LINE OF THE HIGHWAY AND 4 FEET HIGHER THAN THE HIGHWAY.
 EV2647
 EV2647                          STATION RECOVERY (1971)
 EV2647
 EV2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2647'RECOVERED IN GOOD CONDITION.
 EV2647
 EV2647                          STATION RECOVERY (1977)
 EV2647
 EV2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2195 ***********************************************************************
 FU2195  DESIGNATION -  752
 FU2195  PID         -  FU2195
 FU2195  STATE/COUNTY-  CA/KERN
 FU2195  USGS QUAD   -  MARICOPA (1973)
 FU2195
 FU2195                         *CURRENT SURVEY CONTROL
 FU2195  ___________________________________________________________________
 FU2195* NAD 83(1986)-  35 06 58.     (N)    119 24 31.     (W)     SCALED    
 FU2195* NAVD 88     -       229.256  (meters)     752.15   (feet)  ADJUSTED  
 FU2195  ___________________________________________________________________
 FU2195  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 FU2195  DYNAMIC HT  -         229.021 (meters)     751.38  (feet)  COMP
 FU2195  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 FU2195  OBS GRAVITY -     979,606.0   (mgal)                       GRAV_OBS
 FU2195
 FU2195  VERT ORDER  -  SECOND    CLASS II
 FU2195
 FU2195.The horizontal coordinates were scaled from a topographic map and have
 FU2195.an estimated accuracy of +/- 6 seconds.
 FU2195
 FU2195.The orthometric height was determined by differential leveling
 FU2195.and adjusted in April 2006.
 FU2195.No vertical observational check was made to the station.
 FU2195
 FU2195.The geoid height was determined by GEOID03.
 FU2195
 FU2195.The dynamic height is computed by dividing the NAVD 88
 FU2195.geopotential number by the normal gravity value computed on the
 FU2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU2195.degrees latitude (g = 980.6199 gals.).
 FU2195
 FU2195.The modeled gravity was interpolated from observed gravity values.
 FU2195.The observed gravity was obtained from relative gravimeter ties
 FU2195.to the IGSN71 gravity network.
 FU2195
 FU2195;                    North         East    Units  Estimated Accuracy
 FU2195;SPC CA 5     -   680,170.    1,871,600.      MT  (+/- 180 meters Scaled)
 FU2195
 FU2195                          SUPERSEDED SURVEY CONTROL
 FU2195
 FU2195  NAVD 88 (06/15/91)  229.235  (m)          752.08   (f) UNKNOWN     1 1
 FU2195  NGVD 29 (??/??/92)  228.420  (m)          749.41   (f) ADJ UNCH    1 1
 FU2195
 FU2195.Superseded values are not recommended for survey control.
 FU2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2195.See file dsdata.txt to determine how the superseded data were derived.
 FU2195
 FU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU804885(NAD 83)
 FU2195_MARKER: DD = SURVEY DISK
 FU2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2195_STAMPING: 752 BB 37 1908
 FU2195_MARK LOGO: NONE  
 FU2195_MAGNETIC: N = NO MAGNETIC MATERIAL
 FU2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2195+STABILITY: SURFACE MOTION
 FU2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FU2195+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 FU2195
 FU2195  HISTORY     - Date     Condition        Report By
 FU2195  HISTORY     - 1908     MONUMENTED       USGS
 FU2195  HISTORY     - 1964     GOOD             NGS
 FU2195  HISTORY     - 1970     GOOD             NGS
 FU2195  HISTORY     - 1977     GOOD             NGS
 FU2195  HISTORY     - 20030826 GOOD             JOHFRA
 FU2195  HISTORY     - 20030826 GOOD             JOHFRA
 FU2195
 FU2195                          STATION DESCRIPTION
 FU2195
 FU2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2195'3.8 MI SE FROM TAFT.
 FU2195'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT
 FU2195'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 3.2 MILES
 FU2195'SOUTHEAST ALONG DIVISION ROAD, IN R24E T32S S28, ABOUT 98 YARDS
 FU2195'SOUTHEAST OF THE CENTER OF THE T JUNCTION OF A DRIVEWAY SOUTHWEST
 FU2195'TO A HOUSE, 88 YARDS NORTHWEST OF BENCH MARK 745 (USGS), 115 FEET
 FU2195'NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTHWEST
 FU2195'TO AN OIL WELL, 36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FU2195'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FU2195'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 FU2195
 FU2195                          STATION RECOVERY (1970)
 FU2195
 FU2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2195'RECOVERED IN GOOD CONDITION.
 FU2195
 FU2195                          STATION RECOVERY (1977)
 FU2195
 FU2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU2195'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT
 FU2195'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 0.8 MILE
 FU2195'EAST ALONG WOOD ROAD, THENCE 2.4 MILES SOUTHEAST ALONG PETROLEUM
 FU2195'CLUB ROAD, 98 YARDS SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 FU2195'SOUTHWEST, 98 YARDS NORTHWEST OF BENCH MARK 745 USGS, 36 FT.
 FU2195'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FT. NORTHEAST OF A
 FU2195'UNDERGROUND CABLE WARNING POST.
 FU2195
 FU2195                          STATION RECOVERY (2003)
 FU2195
 FU2195'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP)
 FU2195'FOUND AS DESCRIBED IN 1977 RECOVERY NOTE.  MARK IS ALSO 1.4 FEET
 FU2195'SOUTHEAST OF A STEEL WITNESS POST AND 36 FEET NORTHWEST OF AN
 FU2195'UNDERGROUND CABLE MARKER.  HANDHELD GPS POSITION = N35-06-58.0
 FU2195'W119-24-32.0
 FU2195
 FU2195                          STATION RECOVERY (2003)
 FU2195
 FU2195'RECOVERY NOTE BY JOHNSON-FRANK 2003
 FU2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0682 ***********************************************************************
 JR0682  DESIGNATION -  7540
 JR0682  PID         -  JR0682
 JR0682  STATE/COUNTY-  CA/MONO
 JR0682  USGS QUAD   -  MOUNT JACKSON (1989)
 JR0682
 JR0682                         *CURRENT SURVEY CONTROL
 JR0682  ___________________________________________________________________
 JR0682* NAD 83(1986)-  38 20 58.     (N)    119 21 53.     (W)     SCALED    
 JR0682* NAVD 88     -      2300.698  (meters)    7548.21   (feet)  POSTED    
 JR0682  ___________________________________________________________________
 JR0682  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 JR0682  DYNAMIC HT  -        2297.910 (meters)    7539.06  (feet)  COMP
 JR0682  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 JR0682
 JR0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JR0682
 JR0682.The horizontal coordinates were scaled from a topographic map and have
 JR0682.an estimated accuracy of +/- 6 seconds.
 JR0682
 JR0682.The orthometric height was determined by differential leveling
 JR0682.and adjusted in October 2003.
 JR0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JR0682.rate of 0.0 thru 1.0 mm/km.
 JR0682
 JR0682.The geoid height was determined by GEOID03.
 JR0682
 JR0682.The dynamic height is computed by dividing the NAVD 88
 JR0682.geopotential number by the normal gravity value computed on the
 JR0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0682.degrees latitude (g = 980.6199 gals.).
 JR0682
 JR0682.The modeled gravity was interpolated from observed gravity values.
 JR0682
 JR0682;                    North         East    Units  Estimated Accuracy
 JR0682;SPC CA 3     -   705,860.    2,099,240.      MT  (+/- 180 meters Scaled)
 JR0682
 JR0682                          SUPERSEDED SURVEY CONTROL
 JR0682
 JR0682  NGVD 29 (??/??/92) 2299.276  (m)         7543.54   (f) ADJ UNCH    1 2
 JR0682
 JR0682.Superseded values are not recommended for survey control.
 JR0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0682.See file dsdata.txt to determine how the superseded data were derived.
 JR0682
 JR0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC933472(NAD 83)
 JR0682_MARKER: P = PIPE CAP
 JR0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0682_STAMPING: 7540 0
 JR0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0682
 JR0682  HISTORY     - Date     Condition        Report By
 JR0682  HISTORY     - UNK      MONUMENTED       USGS
 JR0682  HISTORY     - 1957     GOOD             NGS
 JR0682
 JR0682                          STATION DESCRIPTION
 JR0682
 JR0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0682'5.4 MI E FROM SONORA JUNCTION.
 JR0682'5.4 MILES EAST ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF STATE
 JR0682'HIGHWAY 108 AT SONORA JUNCTION, 525 FEET NORTHEAST OF AND
 JR0682'ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A CORRUGATED
 JR0682'METAL SHED (USED FOR SAND STORAGE), ALONG A FORMER ALIGNMENT OF
 JR0682'THE HIGHWAY, AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST
 JR0682'TO THE PRESENT HIGHWAY, 450 FEET NORTH OF AND ACROSS THE OLD
 JR0682'HIGHWAY FROM THE CENTER LINE OF THE HIGHWAY, 58 1/2 FEET EAST OF
 JR0682'TELEPHONE POLE 15168 E/62, 41 1/2 FEET SOUTHWEST OF A LARGE
 JR0682'FORKED JEFFERY PINE TREE, 23 1/2 FEET NORTH OF THE CENTER LINE
 JR0682'OF THE OLD HIGHWAY, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT
 JR0682'1 1/2 FEET HIGHER THAN THE OLD HIGHWAY, AND RIVETED ON THE TOP
 JR0682'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0490 ***********************************************************************
 FV0490  DESIGNATION -  757.8 USGS
 FV0490  PID         -  FV0490
 FV0490  STATE/COUNTY-  CA/KERN
 FV0490  USGS QUAD   -  SAWTOOTH RIDGE (1994)
 FV0490
 FV0490                         *CURRENT SURVEY CONTROL
 FV0490  ___________________________________________________________________
 FV0490* NAD 83(1986)-  35 39 18.     (N)    120 02 58.     (W)     SCALED    
 FV0490* NAVD 88     -       231.83   (+/-2cm)     760.6    (feet)  VERTCON   
 FV0490  ___________________________________________________________________
 FV0490  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 FV0490  VERT ORDER  -  THIRD (See Below)
 FV0490
 FV0490.The horizontal coordinates were scaled from a topographic map and have
 FV0490.an estimated accuracy of +/- 6 seconds.
 FV0490
 FV0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0490.The vertical order pertains to the NGVD 29 superseded value.
 FV0490
 FV0490.The geoid height was determined by GEOID03.
 FV0490
 FV0490;                    North         East    Units  Estimated Accuracy
 FV0490;SPC CA 5     -   740,950.    1,814,420.      MT  (+/- 180 meters Scaled)
 FV0490
 FV0490                          SUPERSEDED SURVEY CONTROL
 FV0490
 FV0490  NGVD 29 (??/??/??)  230.93   (m)          757.6    (f) RESET       3  
 FV0490
 FV0490.Superseded values are not recommended for survey control.
 FV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0490.See file dsdata.txt to determine how the superseded data were derived.
 FV0490
 FV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE671496(NAD 83)
 FV0490_MARKER: Z = SEE DESCRIPTION
 FV0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0490+STABILITY: SURFACE MOTION
 FV0490
 FV0490  HISTORY     - Date     Condition        Report By
 FV0490  HISTORY     - UNK      MONUMENTED       USGS
 FV0490  HISTORY     - 1935     GOOD             NGS
 FV0490
 FV0490                          STATION DESCRIPTION
 FV0490
 FV0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0490'2.1 MI E FROM KECKS CORNER.
 FV0490'2.1 MI. E. ALONG STATE ROUTE NO. 33 FROM INTERSECTION OF STATE
 FV0490'ROUTE NO. 33 AND ROAD TO HANDFORD.  ALONG THE RIGHT OF WAY
 FV0490'OF STATE ROUTE NO. 33 (PASO ROBLES TO FAMOSA), 75 FEET SOUTH OF
 FV0490'CENTER LINE OF HIGHWAY, AND 25 FEET SOUTH OF RIGHT OF WAY FENCE.
 FV0490'BRASS SCREW SET ON TOP OF 3 IN X 4 IN WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1292 ***********************************************************************
 DX1292  DESIGNATION -  758 RESET
 DX1292  PID         -  DX1292
 DX1292  STATE/COUNTY-  CA/SAN DIEGO
 DX1292  USGS QUAD   -  PALA (1988)
 DX1292
 DX1292                         *CURRENT SURVEY CONTROL
 DX1292  ___________________________________________________________________
 DX1292* NAD 83(1986)-  33 20 12.     (N)    117 00 21.     (W)     SCALED    
 DX1292* NAVD 88     -       233.37   (+/-2cm)     765.6    (feet)  VERTCON   
 DX1292  ___________________________________________________________________
 DX1292  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DX1292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX1292
 DX1292.The horizontal coordinates were scaled from a topographic map and have
 DX1292.an estimated accuracy of +/- 6 seconds.
 DX1292
 DX1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1292.The vertical order pertains to the NGVD 29 superseded value.
 DX1292
 DX1292.The geoid height was determined by GEOID03.
 DX1292
 DX1292;                    North         East    Units  Estimated Accuracy
 DX1292;SPC CA 6     -   630,010.    1,929,640.      MT  (+/- 180 meters Scaled)
 DX1292
 DX1292                          SUPERSEDED SURVEY CONTROL
 DX1292
 DX1292  NGVD 29 (??/??/??)  232.678  (m)          763.38   (f) ADJUSTED    2 0
 DX1292
 DX1292.Superseded values are not recommended for survey control.
 DX1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1292.See file dsdata.txt to determine how the superseded data were derived.
 DX1292
 DX1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS994886(NAD 83)
 DX1292_MARKER: P = PIPE CAP
 DX1292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1292_STAMPING: 758 T
 DX1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1292
 DX1292  HISTORY     - Date     Condition        Report By
 DX1292  HISTORY     - UNK      MONUMENTED       USGS
 DX1292  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1292
 DX1292                          STATION DESCRIPTION
 DX1292
 DX1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1292'4.9 MI E FROM PALA.
 DX1292'0.45 MILE EAST ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO
 DX1292'DE PALA, AT PALA, THENCE 4.45 MILE EAST ALONG THE FALLBROOK-WARNER
 DX1292'SPRINGS HIGHWAY, 87 YARDS SOUTHEAST OF WOODEN BRIDGE NO.
 DX1292'MI-C-5.0, 27.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 DX1292'AND RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 DX1292'ABOUT 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2547 ***********************************************************************
 EV2547  DESIGNATION -  758+90.05 FWA
 EV2547  PID         -  EV2547
 EV2547  STATE/COUNTY-  CA/LOS ANGELES
 EV2547  USGS QUAD   -  MESCAL CREEK (1995)
 EV2547
 EV2547                         *CURRENT SURVEY CONTROL
 EV2547  ___________________________________________________________________
 EV2547* NAD 83(1986)-  34 22 43.     (N)    117 42 14.     (W)     SCALED    
 EV2547* NAVD 88     -      2184.917  (meters)    7168.35   (feet)  READJUSTED
 EV2547  ___________________________________________________________________
 EV2547  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EV2547  DYNAMIC HT  -        2181.880 (meters)    7158.38  (feet)  COMP
 EV2547  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 EV2547
 EV2547  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2547
 EV2547.The horizontal coordinates were scaled from a topographic map and have
 EV2547.an estimated accuracy of +/- 6 seconds.
 EV2547
 EV2547.The orthometric height was determined by differential leveling
 EV2547.and adjusted in February 1993.
 EV2547.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2547.distribution rate of 0.0 thru 1.0 mm/km.
 EV2547.The height was derived from older observations constrained to new
 EV2547.heights in a crustal motion area.  The height is approximate in
 EV2547.relation to other heights in its vicinity.
 EV2547
 EV2547.The geoid height was determined by GEOID03.
 EV2547
 EV2547.The dynamic height is computed by dividing the NAVD 88
 EV2547.geopotential number by the normal gravity value computed on the
 EV2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2547.degrees latitude (g = 980.6199 gals.).
 EV2547
 EV2547.The modeled gravity was interpolated from observed gravity values.
 EV2547
 EV2547;                    North         East    Units  Estimated Accuracy
 EV2547;SPC CA 5     -   597,500.    2,027,230.      MT  (+/- 180 meters Scaled)
 EV2547
 EV2547                          SUPERSEDED SURVEY CONTROL
 EV2547
 EV2547  NGVD 29 (??/??/92) 2183.804  (m)         7164.70   (f) ADJ UNCH    1 1
 EV2547
 EV2547.Superseded values are not recommended for survey control.
 EV2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2547.See file dsdata.txt to determine how the superseded data were derived.
 EV2547
 EV2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU352043(NAD 83)
 EV2547_MARKER: DD = SURVEY DISK
 EV2547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV2547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV2547_STAMPING: 758+90.05 63
 EV2547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2547
 EV2547  HISTORY     - Date     Condition        Report By
 EV2547  HISTORY     - UNK      MONUMENTED       USFWA
 EV2547  HISTORY     - 1971     GOOD             NGS
 EV2547  HISTORY     - 1977     GOOD             NGS
 EV2547
 EV2547                          STATION DESCRIPTION
 EV2547
 EV2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EV2547'1.2 MI W FROM BIG PINES.
 EV2547'1.25 MILES WEST ALONG STATE HIGHWAY 2 FROM THE RANGER STATION
 EV2547'AT BIG PINES, AT THE SOUTHEAST END OF A CUT, ON THE SOUTHEAST
 EV2547'SLOPE OF A HILL, 61 FEET NORTHEAST OF THE CENTER LINE OF THE
 EV2547'HIGHWAY, 7 FEET SOUTHEAST OF A LARGE LONE PINE TREE, 100 FEET
 EV2547'EAST AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF CONCRETE
 EV2547'CATCH BASIN 78/71, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT
 EV2547'6 FEET LOWER THAN THE HIGHWAY, WELDED ON THE TOP OF A 2 1/2-INCH
 EV2547'IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.  SECTION 3, T3N,
 EV2547'R8W.
 EV2547
 EV2547                          STATION RECOVERY (1977)
 EV2547
 EV2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0391 ***********************************************************************
 HR0391  DESIGNATION -  7581=B 12
 HR0391  PID         -  HR0391
 HR0391  STATE/COUNTY-  CA/MONO
 HR0391  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0391
 HR0391                         *CURRENT SURVEY CONTROL
 HR0391  ___________________________________________________________________
 HR0391* NAD 83(1986)-  37 40 16.     (N)    118 55 54.     (W)     SCALED    
 HR0391* NAVD 88     -      2310.858  (meters)    7581.54   (feet)  ADJUSTED  
 HR0391  ___________________________________________________________________
 HR0391  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HR0391  DYNAMIC HT  -        2307.843 (meters)    7571.65  (feet)  COMP
 HR0391  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 HR0391  OBS GRAVITY -     979,244.3   (mgal)                       GRAV_OBS
 HR0391
 HR0391  VERT ORDER  -  FIRST     CLASS I
 HR0391
 HR0391.The horizontal coordinates were scaled from a topographic map and have
 HR0391.an estimated accuracy of +/- 6 seconds.
 HR0391
 HR0391.The orthometric height was determined by differential leveling
 HR0391.and adjusted in June 1991.
 HR0391.WARNING-Repeat measurements at this control monument indicate possible
 HR0391.vertical movement.
 HR0391
 HR0391.The geoid height was determined by GEOID03.
 HR0391
 HR0391.The dynamic height is computed by dividing the NAVD 88
 HR0391.geopotential number by the normal gravity value computed on the
 HR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0391.degrees latitude (g = 980.6199 gals.).
 HR0391
 HR0391.The modeled gravity was interpolated from observed gravity values.
 HR0391.The observed gravity was obtained from relative gravimeter ties
 HR0391.to the IGSN71 gravity network.
 HR0391
 HR0391;                    North         East    Units  Estimated Accuracy
 HR0391;SPC CA 3     -   631,130.    2,138,350.      MT  (+/- 180 meters Scaled)
 HR0391
 HR0391                          SUPERSEDED SURVEY CONTROL
 HR0391
 HR0391  NGVD 29 (??/??/92) 2308.890  (m)         7575.08   (f) ADJ UNCH    1 1
 HR0391
 HR0391.Superseded values are not recommended for survey control.
 HR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0391.See file dsdata.txt to determine how the superseded data were derived.
 HR0391
 HR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB296710(NAD 83)
 HR0391_MARKER: DE = TRAVERSE STATION DISK
 HR0391_SETTING: 66 = SET IN ROCK OUTCROP
 HR0391_SP_SET: BEDROCK
 HR0391_STAMPING: 7581 B 1905 B 12
 HR0391_MARK LOGO: USGS  
 HR0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0391+STABILITY: POSITION/ELEVATION WELL
 HR0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0391+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR0391
 HR0391  HISTORY     - Date     Condition        Report By
 HR0391  HISTORY     - 1905     MONUMENTED       USGS
 HR0391  HISTORY     - 1957     GOOD             NGS
 HR0391  HISTORY     - 1983     GOOD             NGS
 HR0391  HISTORY     - 1985     GOOD             USGS
 HR0391  HISTORY     - 1986     GOOD             NGS
 HR0391  HISTORY     - 1987     GOOD             NGS
 HR0391  HISTORY     - 19881010 GOOD             NGS
 HR0391  HISTORY     - 19910816 GOOD             NGS
 HR0391
 HR0391                          STATION DESCRIPTION
 HR0391
 HR0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0391'2.1 MI NW FROM CASA DIABLO HOT SPRINGS.
 HR0391'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE STORE AT
 HR0391'CASA DIABLO HOT SPRINGS, THENCE 0.3 MILE NORTH ALONG A DIM DIRT
 HR0391'ROAD (A FORMER ALIGNMENT OF THE HIGHWAY), IN R 28 E, T 3 S, IN
 HR0391'THE SOUTHWEST QUARTER OF SECTION 19, NEAR THE SUMMIT OF A GRADE, IN
 HR0391'THE TOP OF A LAVA OUTCROP, 129 FEET SOUTHWEST OF THE CENTER OF THE
 HR0391'Y JUNCTION OF A TRACK ROAD LEADING EAST, 112 FEET WEST OF THE CENTER
 HR0391'LINE OF THE DIRT ROAD, ABOUT 7 FEET HIGHER THAN THE ROADS, AND
 HR0391'ABOUT 3 FEET ABOVE THE GROUND.
 HR0391
 HR0391                          STATION RECOVERY (1983)
 HR0391
 HR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HR0391'3.3 KM (2.05 MI) NORTHWEST ALONG U.S. HIGHWAY 395 FROM ITS JUNCTION
 HR0391'WITH STATE HIGHWAY 203 (MAMMOTH INTERCHANGE) TO A DIRT ROAD RIGHT,
 HR0391'THEN RIGHT ALONG THE DIRT ROAD FOR 0.5 KM (0.3 MI) IN THE SOUTHWEST
 HR0391'QUARTER SECTION 19, R 28 E, T 3 S, NEAR THE SUMMIT OF A GRADE 39
 HR0391'METERS (127 FT) SOUTHWEST OF THE CENTER OF A Y-INTERSECTION, 34 FEET
 HR0391'OF THE CENTER OF A Y-INTERSECTION, 34 METERS (11 FT) WEST OF THE
 HR0391'CENTER OF THE ROAD, ABOUT 2 METERS (7 FT) HIGHER THAN THE ROAD, 1
 HR0391'METER (3 FT) ABOVE THE GROUND.
 HR0391
 HR0391                          STATION RECOVERY (1985)
 HR0391
 HR0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0391'RECOVERED IN GOOD CONDITION.
 HR0391
 HR0391                          STATION RECOVERY (1986)
 HR0391
 HR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0391'THE MARK IS 2.0 M ABOVE THE ROAD.
 HR0391'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1
 HR0391'MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN MAMMOTH
 HR0391'LAKES, THENCE 3.3 KM (2.06 MI) NORTHWEST ALONG US HIGHWAY 395, THENCE
 HR0391'0.52 KM (0.32 MI) NORTH ALONG A DIRT ROAD TO THE TOP OF A LOW GRADE,
 HR0391'IN TOP OF A 6- BY 5-FOOT PORTION OF OUTCROP AND 42.4 METERS (139 FT)
 HR0391'WEST OF THE CENTER OF THE ROAD.  NOTE--THE OLD CONCRETE AROUND THE
 HR0391'DISK WAS CRACKED AND WAS REMOVED BY THIS UNIT AND NEW CONCRETE WAS
 HR0391'ADDED.
 HR0391'THE MARK IS 4.0 METERS  W FROM  A WITNESS POST
 HR0391
 HR0391                          STATION RECOVERY (1987)
 HR0391
 HR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0391'RECOVERED IN GOOD CONDITION.
 HR0391
 HR0391                          STATION RECOVERY (1988)
 HR0391
 HR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0391'RECOVERED IN GOOD CONDITION.
 HR0391
 HR0391                          STATION RECOVERY (1991)
 HR0391
 HR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HR0391'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 203 FROM THE POST OFFICE
 HR0391'IN MAMMOTH LAKES, THENCE 3.3 KM (2.1 MI) NORTHWESTERLY ALONG U.S.
 HR0391'HIGHWAY 395, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG A DIRT ROAD, NEAR
 HR0391'THE CENTER OF A 4 BY 4 FOOT EXPOSED AREA OF BEDROCK THAT PROJECTS 1.0
 HR0391'M (3.3 FT) ABOVE THE GROUND SURFACE, 42.4 M (139.1 FT) WEST OF THE
 HR0391'CENTER OF THE ROAD, 4.0 M (13.1 FT) WEST OF A WITNESS POST, AND 2.0 M
 HR0391'(6.6 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6360 ***********************************************************************
 EW6360  DESIGNATION -  759
 EW6360  PID         -  EW6360
 EW6360  STATE/COUNTY-  CA/VENTURA
 EW6360  USGS QUAD   -  POINT MUGU (1967)
 EW6360
 EW6360                         *CURRENT SURVEY CONTROL
 EW6360  ___________________________________________________________________
 EW6360* NAD 83(1986)-  34 04 56.     (N)    119 01 57.     (W)     SCALED    
 EW6360* NAVD 88     -         5.752  (meters)      18.87   (feet)  READJUSTED
 EW6360  ___________________________________________________________________
 EW6360  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 EW6360  DYNAMIC HT  -           5.750 (meters)      18.86  (feet)  COMP
 EW6360  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 EW6360
 EW6360  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW6360
 EW6360.The horizontal coordinates were scaled from a topographic map and have
 EW6360.an estimated accuracy of +/- 6 seconds.
 EW6360
 EW6360.The orthometric height was determined by differential leveling
 EW6360.and adjusted in February 1993.
 EW6360.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW6360.distribution rate of 1.1 thru 2.0 mm/km.
 EW6360.The height was derived from older observations constrained to new
 EW6360.heights in a crustal motion area.  The height is approximate in
 EW6360.relation to other heights in its vicinity.
 EW6360
 EW6360.The geoid height was determined by GEOID03.
 EW6360
 EW6360.The dynamic height is computed by dividing the NAVD 88
 EW6360.geopotential number by the normal gravity value computed on the
 EW6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6360.degrees latitude (g = 980.6199 gals.).
 EW6360
 EW6360.The modeled gravity was interpolated from observed gravity values.
 EW6360
 EW6360;                    North         East    Units  Estimated Accuracy
 EW6360;SPC CA 5     -   565,070.    1,904,710.      MT  (+/- 180 meters Scaled)
 EW6360
 EW6360                          SUPERSEDED SURVEY CONTROL
 EW6360
 EW6360  NGVD 29 (??/??/92)    4.981  (m)           16.34   (f) ADJ UNCH    1 1
 EW6360
 EW6360.Superseded values are not recommended for survey control.
 EW6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6360.See file dsdata.txt to determine how the superseded data were derived.
 EW6360
 EW6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT124731(NAD 83)
 EW6360_MARKER: P = PIPE CAP
 EW6360_SETTING: 80 = SET IN A BOULDER
 EW6360_SP_SET: BOULDER
 EW6360_STAMPING: B.M. 759
 EW6360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW6360+STABILITY: SURFACE MOTION
 EW6360
 EW6360  HISTORY     - Date     Condition        Report By
 EW6360  HISTORY     - 1965     MONUMENTED       CADH
 EW6360  HISTORY     - 1977     GOOD             NGS
 EW6360  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW6360  HISTORY     - 20050427 MARK NOT FOUND   GEOCAC
 EW6360
 EW6360                          STATION DESCRIPTION
 EW6360
 EW6360'DESCRIBED BY CA DIV OF HIGHWAYS 1965
 EW6360'IN OXNARD.
 EW6360'FROM THE INTERSECTION OF HIGHWAY AND LAS POSAS ROAD, 4.3 MILES SOUTH
 EW6360'ON HIGHWAY 1. 150 WEST OF THE MOST WESTERLY ENTRANCE TO POINT MUGUL
 EW6360'STATE PARK AND 90IN NORTH OF THE CENTERLINE OF HIGHWAY, 1. A BRASS CAP
 EW6360'MONEMENT SET IN THE TOP OF A LARGE BOULDER.
 EW6360
 EW6360                          STATION RECOVERY (1977)
 EW6360
 EW6360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW6360'11.95 MILES SOUTHEAST ALONG CALIFORNIA HIGHWAY 1 FROM THE JUNCTION
 EW6360'OF WOOLEY ROAD AND SAVIERS ROAD AT OXNARD, ABOUT 250 FT.NORTHWEST OF
 EW6360'AND ACROSS THE HIGHWAY FROM THE WESTERN MOST ENTRANCE TO POINT MUGU
 EW6360'STATE PARK, 91 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 EW6360'TOP OF A 3-FT. BOULDER.
 EW6360
 EW6360                          STATION RECOVERY (1989)
 EW6360
 EW6360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6360'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.
 EW6360
 EW6360                          STATION RECOVERY (2005)
 EW6360
 EW6360'RECOVERY NOTE BY GEOCACHING 2005 (JBC)
 EW6360'THE BOULDER WITH THE DRILL HOLE COULD NOT BE LOCATED.  SINCE THE 1989
 EW6360'NGS 'NOT FOUND' REPORT, THIS AREA HAS BECOME A DUMPING AREA FOR
 EW6360'BOULDERS CLEARED OFF THE HIGHWAY BY CALTRANS.  THIS MARK SHOULD
 EW6360'PROBABLY BE CALLED 'LOST' AND THE DATASHEET ARCHIVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1677 ***********************************************************************
 GT1677  DESIGNATION -  759
 GT1677  PID         -  GT1677
 GT1677  STATE/COUNTY-  CA/FRESNO
 GT1677  USGS QUAD   -  ACADEMY (1978)
 GT1677
 GT1677                         *CURRENT SURVEY CONTROL
 GT1677  ___________________________________________________________________
 GT1677* NAD 83(1986)-  36 58 07.     (N)    119 36 38.     (W)     SCALED    
 GT1677* NAVD 88     -       232.19   (+/-2cm)     761.8    (feet)  VERTCON   
 GT1677  ___________________________________________________________________
 GT1677  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 GT1677  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT1677
 GT1677.The horizontal coordinates were scaled from a topographic map and have
 GT1677.an estimated accuracy of +/- 6 seconds.
 GT1677
 GT1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1677.The vertical order pertains to the NGVD 29 superseded value.
 GT1677
 GT1677.The geoid height was determined by GEOID03.
 GT1677
 GT1677;                    North         East    Units  Estimated Accuracy
 GT1677;SPC CA 4     -   681,630.    1,945,630.      MT  (+/- 180 meters Scaled)
 GT1677
 GT1677                          SUPERSEDED SURVEY CONTROL
 GT1677
 GT1677  NGVD 29 (??/??/92)  231.40   (m)          759.2    (f) COMPUTED    1 2
 GT1677
 GT1677.Superseded values are not recommended for survey control.
 GT1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1677.See file dsdata.txt to determine how the superseded data were derived.
 GT1677
 GT1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA676945(NAD 83)
 GT1677_MARKER: DD = SURVEY DISK
 GT1677_SETTING: 80 = SET IN A BOULDER
 GT1677_SP_SET: BOULDER
 GT1677_STAMPING: 759 BB 1919 108
 GT1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1677+STABILITY: SURFACE MOTION
 GT1677
 GT1677  HISTORY     - Date     Condition        Report By
 GT1677  HISTORY     - 1919     MONUMENTED       USGS
 GT1677  HISTORY     - 1972     GOOD             NGS
 GT1677
 GT1677                          STATION DESCRIPTION
 GT1677
 GT1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1677'5.2 MI E FROM FRIANT.
 GT1677'4.45 MILES EAST ALONG MILLERTON ROAD FROM A CONCRETE BRIDGE
 GT1677'OVER THE FRIANT-KERN CANAL AT FRIANT, THENCE 0.75 MILE EAST
 GT1677'ALONG AUBERRY ROAD, 0.05 MILE NORTHEAST OF THE CENTER OF THE
 GT1677'JUNCTION OF MILLERTON ROAD EAST, 0.1 MILE EAST OF A METAL
 GT1677'GATE ACROSS A DIRT ROAD, ON A HIGH CUT BANK, IN THE TOP OF
 GT1677'A 10- BY 6-FOOT GRANITE BOULDER PROJECTING ABOUT 4 FEET ABOVE
 GT1677'THE GROUND, 51 FEET NORTHWEST OF THE CENTER LINE OF AUBERRY
 GT1677'ROAD, ABOUT 90 FEET NORTHWEST AND ACROSS AUBERRY ROAD FROM THE
 GT1677'CENTER LINE OF MILLERTON ROAD, 30 FEET SOUTHEAST OF A DIRT
 GT1677'ROAD, AND ABOUT 20 FEET HIGHER THAN THE ROAD.  NOTE-- THIS MARK
 GT1677'WAS NOT LEVELED OVER DURING THE 1972 RELEVELING BECAUSE IT
 GT1677'WAS NOT READILY ACCESSIBLE TO THE PRESENT LINE.  SEC 18, T11S,
 GT1677'R22E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0216 ***********************************************************************
 HT0216  DESIGNATION -  76
 HT0216  PID         -  HT0216
 HT0216  STATE/COUNTY-  CA/ALAMEDA
 HT0216  USGS QUAD   -  HAYWARD (1993)
 HT0216
 HT0216                         *CURRENT SURVEY CONTROL
 HT0216  ___________________________________________________________________
 HT0216* NAD 83(1986)-  37 40 34.     (N)    122 04 56.     (W)     SCALED    
 HT0216* NAVD 88     -        37.41   (+/-2cm)     122.7    (feet)  VERTCON   
 HT0216  ___________________________________________________________________
 HT0216  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 HT0216  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0216
 HT0216.The horizontal coordinates were scaled from a topographic map and have
 HT0216.an estimated accuracy of +/- 6 seconds.
 HT0216
 HT0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0216.The vertical order pertains to the NGVD 29 superseded value.
 HT0216
 HT0216.The geoid height was determined by GEOID03.
 HT0216
 HT0216;                    North         East    Units  Estimated Accuracy
 HT0216;SPC CA 3     -   631,710.    1,860,440.      MT  (+/- 180 meters Scaled)
 HT0216
 HT0216                          SUPERSEDED SURVEY CONTROL
 HT0216
 HT0216  NGVD 29 (??/??/92)   36.577  (m)          120.00   (f) ADJ UNCH    1 2
 HT0216
 HT0216.Superseded values are not recommended for survey control.
 HT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0216.See file dsdata.txt to determine how the superseded data were derived.
 HT0216
 HT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG809702(NAD 83)
 HT0216_MARKER: Z = SEE DESCRIPTION
 HT0216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HT0216_SP_SET: CURB
 HT0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT0216+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1988
 HT0216
 HT0216  HISTORY     - Date     Condition        Report By
 HT0216  HISTORY     - UNK      MONUMENTED       CA1560
 HT0216  HISTORY     - 1956     GOOD             NGS
 HT0216  HISTORY     - 1963     GOOD             NGS
 HT0216  HISTORY     - 19881003 GOOD             NGS
 HT0216
 HT0216                          STATION DESCRIPTION
 HT0216
 HT0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0216'AT HAYWARD.
 HT0216'AT HAYWARD, IN T3S R2W, AT THE EAST CORNER OF THE T JUNCTION OF
 HT0216'FOOTHILL BOULEVARD AND RUSSEL WAY, AT A 3 1/2- BY 8-INCH METAL
 HT0216'STRIP (BEARING THE WORDS EMPIRE FOUNDARY OAKLAND, CALIF.) ON THE
 HT0216'NORTHEAST CURB OF THE BOULEVARD, 18 FEET SOUTHWEST OF THE CENTER OF
 HT0216'THE MAIN ENTRANCE TO A P.X. STORE, 12.0 FEET SOUTHEAST OF THE
 HT0216'SOUTHEAST CURB OF RUSSEL WAY, 1.8 FEET NORTHWEST OF THE WEST
 HT0216'CORNER OF A METAL LIGHT POLE, AND ABOUT LEVEL WITH THE BOULEVARD.
 HT0216
 HT0216                          STATION RECOVERY (1963)
 HT0216
 HT0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HT0216'RECOVERED IN GOOD CONDITION.
 HT0216
 HT0216                          STATION RECOVERY (1988)
 HT0216
 HT0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HT0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0870 ***********************************************************************
 KS0870  DESIGNATION -  76 BWS USGS
 KS0870  PID         -  KS0870
 KS0870  STATE/COUNTY-  CA/YUBA
 KS0870  USGS QUAD   -  CHALLENGE (1995)
 KS0870
 KS0870                         *CURRENT SURVEY CONTROL
 KS0870  ___________________________________________________________________
 KS0870* NAD 83(1986)-  39 24 30.     (N)    121 08 48.     (W)     SCALED    
 KS0870* NAVD 88     -       485.516  (meters)    1592.90   (feet)  ADJUSTED  
 KS0870  ___________________________________________________________________
 KS0870  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 KS0870  DYNAMIC HT  -         485.188 (meters)    1591.82  (feet)  COMP
 KS0870  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 KS0870
 KS0870  VERT ORDER  -  SECOND    CLASS 0
 KS0870
 KS0870.The horizontal coordinates were scaled from a topographic map and have
 KS0870.an estimated accuracy of +/- 6 seconds.
 KS0870
 KS0870.The orthometric height was determined by differential leveling
 KS0870.and adjusted in June 1991.
 KS0870
 KS0870.The geoid height was determined by GEOID03.
 KS0870
 KS0870.The dynamic height is computed by dividing the NAVD 88
 KS0870.geopotential number by the normal gravity value computed on the
 KS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0870.degrees latitude (g = 980.6199 gals.).
 KS0870
 KS0870.The modeled gravity was interpolated from observed gravity values.
 KS0870
 KS0870;                    North         East    Units  Estimated Accuracy
 KS0870;SPC CA 2     -   693,680.    2,073,490.      MT  (+/- 180 meters Scaled)
 KS0870
 KS0870                          SUPERSEDED SURVEY CONTROL
 KS0870
 KS0870  NGVD 29 (??/??/??)  484.744  (m)         1590.36   (f) ADJUSTED    2 0
 KS0870
 KS0870.Superseded values are not recommended for survey control.
 KS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0870.See file dsdata.txt to determine how the superseded data were derived.
 KS0870
 KS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ595637(NAD 83)
 KS0870_MARKER: DD = SURVEY DISK
 KS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS0870_STAMPING: BWS 76 1590 1941
 KS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0870+STABILITY: SURFACE MOTION
 KS0870
 KS0870  HISTORY     - Date     Condition        Report By
 KS0870  HISTORY     - 1941     MONUMENTED       USGS
 KS0870  HISTORY     - 1960     GOOD             NGS
 KS0870  HISTORY     - 19891103 GOOD             USPSQD
 KS0870  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0870
 KS0870                          STATION DESCRIPTION
 KS0870
 KS0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KS0870'8.6 MI SE FROM CHALLENGE.
 KS0870'8.6 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER
 KS0870'UNION ELEMENTARY SCHOOL AT CHALLENGE, 9.95 MILES NORTHWEST OF
 KS0870'NORTH SAN JUAN, AT THE BULLARDS BAR DAM, IN R7E T18N S24, IN THE
 KS0870'TOP OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE FLOOR, 8 1/2
 KS0870'FEET WEST OF THE CENTER LINE OF THE BRIDGE, 1.2 FEET NORTHEAST
 KS0870'OF THE NORTHEAST CORNER OF A CONCRETE GUARDRAIL POST, 0.6 FOOT
 KS0870'EAST OF THE EAST SIDE OF A CONCRETE POST, AND ABOUT LEVEL WITH THE
 KS0870'ROAD.
 KS0870
 KS0870                          STATION RECOVERY (1989)
 KS0870
 KS0870'RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS)
 KS0870'RECOVERED IN GOOD CONDITION.
 KS0870
 KS0870                          STATION RECOVERY (2004)
 KS0870
 KS0870'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0870'BELIEVED TO BE UNDER WATER
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1655 ***********************************************************************
 JT1655  DESIGNATION -  76 C
 JT1655  PID         -  JT1655
 JT1655  STATE/COUNTY-  CA/NAPA
 JT1655  USGS QUAD   -  NAPA (1980)
 JT1655
 JT1655                         *CURRENT SURVEY CONTROL
 JT1655  ___________________________________________________________________
 JT1655* NAD 83(1986)-  38 18 39.     (N)    122 20 27.     (W)     SCALED    
 JT1655* NAVD 88     -        55.52   (+/-2cm)     182.2    (feet)  VERTCON   
 JT1655  ___________________________________________________________________
 JT1655  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT1655  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1655
 JT1655.The horizontal coordinates were scaled from a topographic map and have
 JT1655.an estimated accuracy of +/- 6 seconds.
 JT1655
 JT1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1655.The vertical order pertains to the NGVD 29 superseded value.
 JT1655
 JT1655.The geoid height was determined by GEOID03.
 JT1655
 JT1655;                    North         East    Units  Estimated Accuracy
 JT1655;SPC CA 2     -   571,560.    1,970,190.      MT  (+/- 180 meters Scaled)
 JT1655
 JT1655                          SUPERSEDED SURVEY CONTROL
 JT1655
 JT1655  NGVD 29 (??/??/92)   54.715  (m)          179.51   (f) ADJ UNCH    1 1
 JT1655
 JT1655.Superseded values are not recommended for survey control.
 JT1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1655.See file dsdata.txt to determine how the superseded data were derived.
 JT1655
 JT1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576405(NAD 83)
 JT1655_MARKER: DD = SURVEY DISK
 JT1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1655_SP_SET: CONCRETE POST
 JT1655_MARK LOGO: CA2330
 JT1655_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1655+STABILITY: SURFACE MOTION
 JT1655
 JT1655  HISTORY     - Date     Condition        Report By
 JT1655  HISTORY     - 1971     MONUMENTED       CA2330
 JT1655
 JT1655                          STATION DESCRIPTION
 JT1655
 JT1655'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1655'AT INTERSECTION OF KAREN AND BROWNS VALLEY ROAD, A WELL TYPE CONCRETE
 JT1655'MONUMENT WITH A BRASS CAP INSTALLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1656 ***********************************************************************
 JT1656  DESIGNATION -  76 C 1
 JT1656  PID         -  JT1656
 JT1656  STATE/COUNTY-  CA/NAPA
 JT1656  USGS QUAD   -  NAPA (1980)
 JT1656
 JT1656                         *CURRENT SURVEY CONTROL
 JT1656  ___________________________________________________________________
 JT1656* NAD 83(1986)-  38 18 39.     (N)    122 20 28.     (W)     SCALED    
 JT1656* NAVD 88     -        55.45   (+/-2cm)     181.9    (feet)  VERTCON   
 JT1656  ___________________________________________________________________
 JT1656  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT1656  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1656
 JT1656.The horizontal coordinates were scaled from a topographic map and have
 JT1656.an estimated accuracy of +/- 6 seconds.
 JT1656
 JT1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1656.The vertical order pertains to the NGVD 29 superseded value.
 JT1656
 JT1656.The geoid height was determined by GEOID03.
 JT1656
 JT1656;                    North         East    Units  Estimated Accuracy
 JT1656;SPC CA 2     -   571,560.    1,970,170.      MT  (+/- 180 meters Scaled)
 JT1656
 JT1656                          SUPERSEDED SURVEY CONTROL
 JT1656
 JT1656  NGVD 29 (??/??/92)   54.654  (m)          179.31   (f) ADJ UNCH    1 1
 JT1656
 JT1656.Superseded values are not recommended for survey control.
 JT1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1656.See file dsdata.txt to determine how the superseded data were derived.
 JT1656
 JT1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576405(NAD 83)
 JT1656_MARKER: DD = SURVEY DISK
 JT1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1656_SP_SET: WELL MONUMENT
 JT1656_MARK LOGO: CA2330
 JT1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1656
 JT1656  HISTORY     - Date     Condition        Report By
 JT1656  HISTORY     - 1971     MONUMENTED       CA2330
 JT1656
 JT1656                          STATION DESCRIPTION
 JT1656
 JT1656'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1656'AT INTERSECTION OF KAREN AND BROWNS VALLEY ROADS A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1657 ***********************************************************************
 JT1657  DESIGNATION -  76 C 2
 JT1657  PID         -  JT1657
 JT1657  STATE/COUNTY-  CA/NAPA
 JT1657  USGS QUAD   -  NAPA (1980)
 JT1657
 JT1657                         *CURRENT SURVEY CONTROL
 JT1657  ___________________________________________________________________
 JT1657* NAD 83(1986)-  38 18 36.     (N)    122 20 28.     (W)     SCALED    
 JT1657* NAVD 88     -        55.85   (+/-2cm)     183.2    (feet)  VERTCON   
 JT1657  ___________________________________________________________________
 JT1657  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT1657  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1657
 JT1657.The horizontal coordinates were scaled from a topographic map and have
 JT1657.an estimated accuracy of +/- 6 seconds.
 JT1657
 JT1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1657.The vertical order pertains to the NGVD 29 superseded value.
 JT1657
 JT1657.The geoid height was determined by GEOID03.
 JT1657
 JT1657;                    North         East    Units  Estimated Accuracy
 JT1657;SPC CA 2     -   571,470.    1,970,170.      MT  (+/- 180 meters Scaled)
 JT1657
 JT1657                          SUPERSEDED SURVEY CONTROL
 JT1657
 JT1657  NGVD 29 (??/??/92)   55.053  (m)          180.62   (f) ADJ UNCH    1 1
 JT1657
 JT1657.Superseded values are not recommended for survey control.
 JT1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1657.See file dsdata.txt to determine how the superseded data were derived.
 JT1657
 JT1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH576404(NAD 83)
 JT1657_MARKER: DD = SURVEY DISK
 JT1657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1657_SP_SET: WELL MONUMENT
 JT1657_MARK LOGO: CA2330
 JT1657_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1657
 JT1657  HISTORY     - Date     Condition        Report By
 JT1657  HISTORY     - 1971     MONUMENTED       CA2330
 JT1657
 JT1657                          STATION DESCRIPTION
 JT1657
 JT1657'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1657'ALONG BROWNS VALLEY ROAD, 230 FT (70.1 M) SOUTH ON KAREN, A WELL
 JT1657'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5818 ***********************************************************************
 EW5818  DESIGNATION -  76 FMK USGS
 EW5818  PID         -  EW5818
 EW5818  STATE/COUNTY-  CA/VENTURA
 EW5818  USGS QUAD   -  VENTURA (1967)
 EW5818
 EW5818                         *CURRENT SURVEY CONTROL
 EW5818  ___________________________________________________________________
 EW5818* NAD 83(1986)-  34 21 14.     (N)    119 18 23.     (W)     SCALED    
 EW5818* NAVD 88     -        72.609  (meters)     238.22   (feet)  READJUSTED
 EW5818  ___________________________________________________________________
 EW5818  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 EW5818  DYNAMIC HT  -          72.530 (meters)     237.96  (feet)  COMP
 EW5818  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 EW5818
 EW5818  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5818
 EW5818.The horizontal coordinates were scaled from a topographic map and have
 EW5818.an estimated accuracy of +/- 6 seconds.
 EW5818
 EW5818.The orthometric height was determined by differential leveling
 EW5818.and adjusted in February 1993.
 EW5818.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5818.distribution rate of 1.1 thru 2.0 mm/km.
 EW5818.The height was derived from older observations constrained to new
 EW5818.heights in a crustal motion area.  The height is approximate in
 EW5818.relation to other heights in its vicinity.
 EW5818
 EW5818.The geoid height was determined by GEOID03.
 EW5818
 EW5818.The dynamic height is computed by dividing the NAVD 88
 EW5818.geopotential number by the normal gravity value computed on the
 EW5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5818.degrees latitude (g = 980.6199 gals.).
 EW5818
 EW5818.The modeled gravity was interpolated from observed gravity values.
 EW5818
 EW5818;                    North         East    Units  Estimated Accuracy
 EW5818;SPC CA 5     -   595,500.    1,879,820.      MT  (+/- 180 meters Scaled)
 EW5818
 EW5818                          SUPERSEDED SURVEY CONTROL
 EW5818
 EW5818  NGVD 29 (??/??/92)   71.849  (m)          235.72   (f) ADJ UNCH    1 1
 EW5818
 EW5818.Superseded values are not recommended for survey control.
 EW5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5818.See file dsdata.txt to determine how the superseded data were derived.
 EW5818
 EW5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU878038(NAD 83)
 EW5818_MARKER: DB = BENCH MARK DISK
 EW5818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5818_SP_SET: HEAD WALL
 EW5818_STAMPING: 76 FMK 1973
 EW5818
 EW5818  HISTORY     - Date     Condition        Report By
 EW5818  HISTORY     - UNK      MONUMENTED
 EW5818  HISTORY     - 1977     GOOD             NGS
 EW5818
 EW5818                          STATION DESCRIPTION
 EW5818
 EW5818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5818'6.65 MI NORTH FROM VENTURA.
 EW5818'0.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5818'THENCE 5.75 MILES NORTH ALONG VENTURA AVENUE, 0.1 MILE NORTH OF THE
 EW5818'JUNCTION OF CASITAS VISTA ROAD, AT A FREEWAY OFF RAMP FROM THE NORTH
 EW5818'BOUND LANE OF STATE HIGHWAY 33, 75.0 FT. WEST OF THE CENTER LINE OF
 EW5818'THE AVENUE, 32.0 FT. SOUTH OF THE CENTER LINE OF THE OFF RAMP, IN THE
 EW5818'TOP AND 7 INCHES NORTHWEST OF THE SOUTHEAST END OF THE EAST HEAD WALL
 EW5818'OF A 24-INCH PIPE CULVERT UNDER THE OFF RAMP, 3 FT. LOWER THAN THE
 EW5818'OFF RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9048 ***********************************************************************
 EW9048  DESIGNATION -  76 FMK USGS
 EW9048  PID         -  EW9048
 EW9048  STATE/COUNTY-  CA/LOS ANGELES
 EW9048  USGS QUAD   -  CANOGA PARK (1967)
 EW9048
 EW9048                         *CURRENT SURVEY CONTROL
 EW9048  ___________________________________________________________________
 EW9048* NAD 83(1986)-  34 09 34.     (N)    118 36 21.     (W)     SCALED    
 EW9048* NAVD 88     -       287.10   (+/-2cm)     941.9    (feet)  VERTCON   
 EW9048  ___________________________________________________________________
 EW9048  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW9048  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9048
 EW9048.The horizontal coordinates were scaled from a topographic map and have
 EW9048.an estimated accuracy of +/- 6 seconds.
 EW9048
 EW9048.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9048.The vertical order pertains to the NGVD 29 superseded value.
 EW9048
 EW9048.The geoid height was determined by GEOID03.
 EW9048
 EW9048;                    North         East    Units  Estimated Accuracy
 EW9048;SPC CA 5     -   573,320.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW9048
 EW9048                          SUPERSEDED SURVEY CONTROL
 EW9048
 EW9048  NGVD 29 (??/??/92)  286.31   (m)          939.3    (f) COMPUTED    1 1
 EW9048
 EW9048.Superseded values are not recommended for survey control.
 EW9048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9048.See file dsdata.txt to determine how the superseded data were derived.
 EW9048
 EW9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519810(NAD 83)
 EW9048_MARKER: DD = SURVEY DISK
 EW9048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9048_SP_SET: CURB
 EW9048_STAMPING: 70 FMK 1974
 EW9048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9048
 EW9048  HISTORY     - Date     Condition        Report By
 EW9048  HISTORY     - 1974     MONUMENTED       USGS
 EW9048  HISTORY     - 1974     GOOD             CA-037
 EW9048
 EW9048                          STATION DESCRIPTION
 EW9048
 EW9048'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9048'0.7 MI S FROM WOODLAND HILLS.
 EW9048'TOPANGA CANYON BOULEVARD AND DELA OSA STREET, 44.0 FEET SOUTH AND 30.0
 EW9048'FEET WEST OF THE APPROXIMATE CENTERLINE INTERSECTION.  THE DISK IS SET
 EW9048'IN THE WEST CONCRETE CURB 0.5 FOOT SOUTH OF A CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0672 ***********************************************************************
 JS0672  DESIGNATION -  76 LC USGS
 JS0672  PID         -  JS0672
 JS0672  STATE/COUNTY-  CA/EL DORADO
 JS0672  USGS QUAD   -  SLY PARK (1973)
 JS0672
 JS0672                         *CURRENT SURVEY CONTROL
 JS0672  ___________________________________________________________________
 JS0672* NAD 83(1986)-  38 42 35.     (N)    120 30 35.     (W)     SCALED    
 JS0672* NAVD 88     -      1311.98   (+/-2cm)    4304.4    (feet)  VERTCON   
 JS0672  ___________________________________________________________________
 JS0672  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 JS0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0672
 JS0672.The horizontal coordinates were scaled from a topographic map and have
 JS0672.an estimated accuracy of +/- 6 seconds.
 JS0672
 JS0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0672.The vertical order pertains to the NGVD 29 superseded value.
 JS0672
 JS0672.The geoid height was determined by GEOID03.
 JS0672
 JS0672;                    North         East    Units  Estimated Accuracy
 JS0672;SPC CA 2     -   616,850.    2,129,610.      MT  (+/- 180 meters Scaled)
 JS0672
 JS0672                          SUPERSEDED SURVEY CONTROL
 JS0672
 JS0672  NGVD 29 (??/??/92) 1311.040  (m)         4301.30   (f) ADJ UNCH    2 0
 JS0672
 JS0672.Superseded values are not recommended for survey control.
 JS0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0672.See file dsdata.txt to determine how the superseded data were derived.
 JS0672
 JS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH165875(NAD 83)
 JS0672_MARKER: DD = SURVEY DISK
 JS0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0672_STAMPING: 76 LC 1949 4301
 JS0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0672+STABILITY: SURFACE MOTION
 JS0672
 JS0672  HISTORY     - Date     Condition        Report By
 JS0672  HISTORY     - 1949     MONUMENTED       USGS
 JS0672  HISTORY     - 1957     GOOD             NGS
 JS0672
 JS0672                          STATION DESCRIPTION
 JS0672
 JS0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0672'7 MI E FROM SLY PARK DAM.
 JS0672'0.6 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE SLY PARK DAM,
 JS0672'THENCE 0.6 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 5.8 MILES
 JS0672'EAST ALONG A DIRT ROAD, 0.4 MILE NORTHWEST OF A RED FRAME
 JS0672'RANCHHOUSE, IN R 13 E, T 10 N, NEAR THE CENTER OF THE NORTH
 JS0672'BOUNDARY OF SECTION 23, AT THE Y JUNCTION OF A DIRT ROAD LEADING
 JS0672'SOUTHWEST TO BALTIC LOOKOUT, 12 FEET SOUTHEAST OF THE CENTER
 JS0672'LINE OF THE MAIN ROAD (MEASURED FROM THE CENTER OF THE JUNCTION),
 JS0672'1.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 JS0672'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JS0672'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1443 ***********************************************************************
 LU1443  DESIGNATION -  76 RS USGS
 LU1443  PID         -  LU1443
 LU1443  STATE/COUNTY-  CA/HUMBOLDT
 LU1443  USGS QUAD   -  LARABEE VALLEY (1977)
 LU1443
 LU1443                         *CURRENT SURVEY CONTROL
 LU1443  ___________________________________________________________________
 LU1443* NAD 83(1986)-  40 27 14.     (N)    123 41 36.     (W)     SCALED    
 LU1443* NAVD 88     -       766.94   (+/-2cm)    2516.2    (feet)  VERTCON   
 LU1443  ___________________________________________________________________
 LU1443  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LU1443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1443
 LU1443.The horizontal coordinates were scaled from a topographic map and have
 LU1443.an estimated accuracy of +/- 6 seconds.
 LU1443
 LU1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1443.The vertical order pertains to the NGVD 29 superseded value.
 LU1443
 LU1443.The geoid height was determined by GEOID03.
 LU1443
 LU1443;                    North         East    Units  Estimated Accuracy
 LU1443;SPC CA 1     -   625,810.    1,856,380.      MT  (+/- 180 meters Scaled)
 LU1443
 LU1443                          SUPERSEDED SURVEY CONTROL
 LU1443
 LU1443  NGVD 29 (??/??/92)  765.943  (m)         2512.93   (f) ADJ UNCH    2 0
 LU1443
 LU1443.Superseded values are not recommended for survey control.
 LU1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1443.See file dsdata.txt to determine how the superseded data were derived.
 LU1443
 LU1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK412783(NAD 83)
 LU1443_MARKER: DB = BENCH MARK DISK
 LU1443_SETTING: 80 = SET IN A BOULDER
 LU1443_STAMPING: 2514 76 RS 1932
 LU1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1443+STABILITY: SURFACE MOTION
 LU1443
 LU1443  HISTORY     - Date     Condition        Report By
 LU1443  HISTORY     - 1932     MONUMENTED       USGS
 LU1443  HISTORY     - 1949     GOOD             NGS
 LU1443
 LU1443                          STATION DESCRIPTION
 LU1443
 LU1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1443'9.8 MI E FROM BRIDGEVILLE.
 LU1443'9.8 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 LU1443'BRIDGEVILLE, ON THE SOUTH SLOPE OF A HILL, AT THE NORTH END OF
 LU1443'A TANGENT, 70 YARDS NORTH OF THE NORTH BANK OF A SMALL CREEK,
 LU1443'IN THE TOP OF A BOULDER MARKED BY THE WHITE PAINTED LETTERS BM,
 LU1443'113 1/2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 LU1443'12 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1235 ***********************************************************************
 DX1235  DESIGNATION -  76 T
 DX1235  PID         -  DX1235
 DX1235  STATE/COUNTY-  CA/SAN DIEGO
 DX1235  USGS QUAD   -  SAN LUIS REY (1975)
 DX1235
 DX1235                         *CURRENT SURVEY CONTROL
 DX1235  ___________________________________________________________________
 DX1235* NAD 83(1986)-  33 13 52.     (N)    117 19 13.     (W)     SCALED    
 DX1235* NAVD 88     -        24.01   (+/-2cm)      78.8    (feet)  VERTCON   
 DX1235  ___________________________________________________________________
 DX1235  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DX1235  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1235
 DX1235.The horizontal coordinates were scaled from a topographic map and have
 DX1235.an estimated accuracy of +/- 6 seconds.
 DX1235
 DX1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1235.The vertical order pertains to the NGVD 29 superseded value.
 DX1235
 DX1235.The geoid height was determined by GEOID03.
 DX1235
 DX1235;                    North         East    Units  Estimated Accuracy
 DX1235;SPC CA 6     -   618,560.    1,900,250.      MT  (+/- 180 meters Scaled)
 DX1235
 DX1235                          SUPERSEDED SURVEY CONTROL
 DX1235
 DX1235  NGVD 29 (??/??/??)   23.316  (m)           76.50   (f) ADJUSTED    1 2
 DX1235
 DX1235.Superseded values are not recommended for survey control.
 DX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1235.See file dsdata.txt to determine how the superseded data were derived.
 DX1235
 DX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS701769(NAD 83)
 DX1235_MARKER: P = PIPE CAP
 DX1235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1235_STAMPING: 76 T
 DX1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1235
 DX1235  HISTORY     - Date     Condition        Report By
 DX1235  HISTORY     - UNK      MONUMENTED       USGS
 DX1235  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1235
 DX1235                          STATION DESCRIPTION
 DX1235
 DX1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1235'AT SAN LUIS REY.
 DX1235'AT THE PUBLIC SCHOOL, AT THE SOUTHEAST CORNER OF THE GROUNDS, 80
 DX1235'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF THE
 DX1235'EAST YARD FENCE AND RIVETED TO THE TOP OF A 3 1/2 INCH IRON PIPE.
 DX1235'NOTE-- THE GROUNDS HAVE BEEN LEVELED OFF AND REMODELED.  THE SCHOOL
 DX1235'IS NOW A CATHOLIC SCHOOL.  MARK MAY BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1990 ***********************************************************************
 HS1990  DESIGNATION -  76.37 RT USBR
 HS1990  PID         -  HS1990
 HS1990  STATE/COUNTY-  CA/MERCED
 HS1990  USGS QUAD   -  VOLTA (1971)
 HS1990
 HS1990                         *CURRENT SURVEY CONTROL
 HS1990  ___________________________________________________________________
 HS1990* NAD 83(1986)-  37 01 59.     (N)    120 56 06.     (W)     SCALED    
 HS1990* NAVD 88     -        70.70   (+/-2cm)     232.0    (feet)  VERTCON   
 HS1990  ___________________________________________________________________
 HS1990  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HS1990  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1990
 HS1990.The horizontal coordinates were scaled from a topographic map and have
 HS1990.an estimated accuracy of +/- 6 seconds.
 HS1990
 HS1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1990.The vertical order pertains to the NGVD 29 superseded value.
 HS1990
 HS1990.The geoid height was determined by GEOID03.
 HS1990
 HS1990;                    North         East    Units  Estimated Accuracy
 HS1990;SPC CA 3     -   559,250.    1,961,300.      MT  (+/- 180 meters Scaled)
 HS1990
 HS1990                          SUPERSEDED SURVEY CONTROL
 HS1990
 HS1990  NGVD 29 (??/??/??)   69.821  (m)          229.07   (f) ADJUSTED    1 1
 HS1990
 HS1990.Superseded values are not recommended for survey control.
 HS1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1990.See file dsdata.txt to determine how the superseded data were derived.
 HS1990
 HS1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG836005(NAD 83)
 HS1990_MARKER: DD = SURVEY DISK
 HS1990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1990_SP_SET: DRAIN INLET HEAD WALL
 HS1990_STAMPING: 76.37 RT
 HS1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1990
 HS1990  HISTORY     - Date     Condition        Report By
 HS1990  HISTORY     - UNK      MONUMENTED       BOR
 HS1990  HISTORY     - 1967     GOOD             NGS
 HS1990
 HS1990                          STATION DESCRIPTION
 HS1990
 HS1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1990'10.4 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1990'10.35 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1990'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE EAST END OF THE SOUTH
 HS1990'CONCRETE HEAD WALL OF DRAIN INLET STRUCTURE DI 76.37, 22 FEET
 HS1990'SOUTH OF THE CENTER LINE OF THE SOUTH LEVEE ROAD, AND ABOUT
 HS1990'2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1991 ***********************************************************************
 HS1991  DESIGNATION -  76.69 RT USBR
 HS1991  PID         -  HS1991
 HS1991  STATE/COUNTY-  CA/MERCED
 HS1991  USGS QUAD   -  VOLTA (1971)
 HS1991
 HS1991                         *CURRENT SURVEY CONTROL
 HS1991  ___________________________________________________________________
 HS1991* NAD 83(1986)-  37 01 55.     (N)    120 55 48.     (W)     SCALED    
 HS1991* NAVD 88     -        70.52   (+/-2cm)     231.4    (feet)  VERTCON   
 HS1991  ___________________________________________________________________
 HS1991  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HS1991  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1991
 HS1991.The horizontal coordinates were scaled from a topographic map and have
 HS1991.an estimated accuracy of +/- 6 seconds.
 HS1991
 HS1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1991.The vertical order pertains to the NGVD 29 superseded value.
 HS1991
 HS1991.The geoid height was determined by GEOID03.
 HS1991
 HS1991;                    North         East    Units  Estimated Accuracy
 HS1991;SPC CA 3     -   559,120.    1,961,740.      MT  (+/- 180 meters Scaled)
 HS1991
 HS1991                          SUPERSEDED SURVEY CONTROL
 HS1991
 HS1991  NGVD 29 (??/??/??)   69.640  (m)          228.48   (f) ADJUSTED    1 1
 HS1991
 HS1991.Superseded values are not recommended for survey control.
 HS1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1991.See file dsdata.txt to determine how the superseded data were derived.
 HS1991
 HS1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG841004(NAD 83)
 HS1991_MARKER: DD = SURVEY DISK
 HS1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1991_SP_SET: DRAIN INLET HEAD WALL
 HS1991_STAMPING: 76.69 RT
 HS1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1991
 HS1991  HISTORY     - Date     Condition        Report By
 HS1991  HISTORY     - UNK      MONUMENTED       BOR
 HS1991  HISTORY     - 1967     GOOD             NGS
 HS1991
 HS1991                          STATION DESCRIPTION
 HS1991
 HS1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1991'10 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1991'10.05 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1991'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.6 FEET NORTHWEST OF THE
 HS1991'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN
 HS1991'INLET STRUCTURE DI 76.69, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 HS1991'THE SOUTHWEST LEVEE ROAD, AND ABOUT 3 1/2 FEET LOWER THAN THE
 HS1991'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1564 ***********************************************************************
 HT1564  DESIGNATION -  76.85
 HT1564  PID         -  HT1564
 HT1564  STATE/COUNTY-  CA/SANTA CRUZ
 HT1564  USGS QUAD   -  DAVENPORT (1997)
 HT1564
 HT1564                         *CURRENT SURVEY CONTROL
 HT1564  ___________________________________________________________________
 HT1564* NAD 83(1986)-  37 02 14.     (N)    122 13 14.     (W)     SCALED    
 HT1564* NAVD 88     -        24.236  (meters)      79.51   (feet)  ADJUSTED  
 HT1564  ___________________________________________________________________
 HT1564  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HT1564  DYNAMIC HT  -          24.219 (meters)      79.46  (feet)  COMP
 HT1564  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 HT1564  OBS GRAVITY -     979,912.1   (mgal)                       GRAV_OBS
 HT1564
 HT1564  VERT ORDER  -  FIRST     CLASS I
 HT1564
 HT1564.The horizontal coordinates were scaled from a topographic map and have
 HT1564.an estimated accuracy of +/- 6 seconds.
 HT1564
 HT1564.The orthometric height was determined by differential leveling
 HT1564.and adjusted in June 1991.
 HT1564
 HT1564.The geoid height was determined by GEOID03.
 HT1564
 HT1564.The dynamic height is computed by dividing the NAVD 88
 HT1564.geopotential number by the normal gravity value computed on the
 HT1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT1564.degrees latitude (g = 980.6199 gals.).
 HT1564
 HT1564.The modeled gravity was interpolated from observed gravity values.
 HT1564.The observed gravity was obtained from relative gravimeter ties
 HT1564.to the IGSN71 gravity network.
 HT1564
 HT1564;                    North         East    Units  Estimated Accuracy
 HT1564;SPC CA 3     -   561,030.    1,846,930.      MT  (+/- 180 meters Scaled)
 HT1564
 HT1564                          SUPERSEDED SURVEY CONTROL
 HT1564
 HT1564  NGVD 29 (10/21/93)   23.425  (m)           76.85   (f) ADJUSTED    1 1
 HT1564
 HT1564.Superseded values are not recommended for survey control.
 HT1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1564.See file dsdata.txt to determine how the superseded data were derived.
 HT1564
 HT1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF693992(NAD 83)
 HT1564_MARKER: DD = SURVEY DISK
 HT1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1564_SP_SET: CONCRETE POST
 HT1564_STAMPING: B.M. 76.85
 HT1564_MARK LOGO: CA-087
 HT1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1564+STABILITY: SURFACE MOTION
 HT1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT1564+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 HT1564
 HT1564  HISTORY     - Date     Condition        Report By
 HT1564  HISTORY     - UNK      MONUMENTED       CA-087
 HT1564  HISTORY     - 1972     GOOD             NGS
 HT1564  HISTORY     - 1978     GOOD             NGS
 HT1564  HISTORY     - 19900515 GOOD             NGS
 HT1564
 HT1564                          STATION DESCRIPTION
 HT1564
 HT1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HT1564'2.3 MI NW FROM DAVENPORT.
 HT1564'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 HT1564'DAVENPORT, THENCE 0.7 MILE NORTHWEST ALONG A ASPHALT ROAD, ON THE
 HT1564'OUTSIDE OF A HORSE SHOE CURVE, AT A T FENCE JUNCTION, AT THE
 HT1564'CROSSING OF MOLINO CREEK, 45 FEET NORTHEAST OF THE CENTER LINE
 HT1564'OF THE ROAD, 10 FEET NORTHEAST OF A 48-INCH TREE, 22 FEET
 HT1564'NORTHWEST OF THE NORTHWEST END OF A WOODEN GATE ACROSS A FARM ROAD,
 HT1564'1.5 FEET SOUTHEAST OF A BOARD FENCE, 2.0 FEET SOUTHWEST OF A
 HT1564'BOARD FENCE, 64.5 FEET NORTHWEST OF THE WEST CORNER OF A WOODEN
 HT1564'FARM BUILDING, 1.0 FOOT SOUTHWEST OF A WITNESS POST, IN THE TOP
 HT1564'OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 HT1564
 HT1564                          STATION RECOVERY (1978)
 HT1564
 HT1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HT1564'RECOVERED IN GOOD CONDITION.
 HT1564
 HT1564                          STATION RECOVERY (1990)
 HT1564
 HT1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HT1564'2.7 KM (1.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT1564'OFFICE IN DAVENPORT, THENCE 1.1 KM (0.7 MI) NORTHWESTERLY ALONG
 HT1564'SWANTON ROAD, 21.0 M (68.9 FT) EAST OF THE SOUTHEAST END OF THE
 HT1564'NORTHEAST CULVERT HEADWALL IN MOLINO CREEK, 13.2 M (43.3 FT)
 HT1564'NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 9.1 M (29.9 FT) NORTH
 HT1564'OF THE CENTER OF A GATE AND TRACK ROAD LEADING NORTHEASTERLY, AND 0.3
 HT1564'M (1.0 FT) SOUTHWEST OF A WITNESS POST AND WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4624 ***********************************************************************
 EW4624  DESIGNATION -  761 C 65
 EW4624  PID         -  EW4624
 EW4624  STATE/COUNTY-  CA/VENTURA
 EW4624  USGS QUAD   -  MOORPARK (1974)
 EW4624
 EW4624                         *CURRENT SURVEY CONTROL
 EW4624  ___________________________________________________________________
 EW4624* NAD 83(1986)-  34 19 53.     (N)    118 54 11.     (W)     SCALED    
 EW4624* NAVD 88     -       356.052  (meters)    1168.15   (feet)  ADJUSTED  
 EW4624  ___________________________________________________________________
 EW4624  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EW4624  DYNAMIC HT  -         355.655 (meters)    1166.84  (feet)  COMP
 EW4624  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EW4624
 EW4624  VERT ORDER  -  FIRST     CLASS I
 EW4624
 EW4624.The horizontal coordinates were scaled from a topographic map and have
 EW4624.an estimated accuracy of +/- 6 seconds.
 EW4624
 EW4624.The orthometric height was determined by differential leveling
 EW4624.and adjusted in June 1995.
 EW4624
 EW4624.The geoid height was determined by GEOID03.
 EW4624
 EW4624.The dynamic height is computed by dividing the NAVD 88
 EW4624.geopotential number by the normal gravity value computed on the
 EW4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4624.degrees latitude (g = 980.6199 gals.).
 EW4624
 EW4624.The modeled gravity was interpolated from observed gravity values.
 EW4624
 EW4624;                    North         East    Units  Estimated Accuracy
 EW4624;SPC CA 5     -   592,600.    1,916,900.      MT  (+/- 180 meters Scaled)
 EW4624
 EW4624                          SUPERSEDED SURVEY CONTROL
 EW4624
 EW4624  NAVD 88 (02/01/93)  356.065  (m)         1168.19   (f) UNKNOWN     1 1
 EW4624  NGVD 29 (??/??/92)  355.262  (m)         1165.56   (f) ADJ UNCH    1 1
 EW4624
 EW4624.Superseded values are not recommended for survey control.
 EW4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4624.See file dsdata.txt to determine how the superseded data were derived.
 EW4624
 EW4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU249005(NAD 83)
 EW4624_MARKER: Z = SEE DESCRIPTION
 EW4624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4624_SP_SET: CULVERT HEADWALL
 EW4624_MARK LOGO: CADT  
 EW4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4624+STABILITY: SURFACE MOTION
 EW4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4624+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4624
 EW4624  HISTORY     - Date     Condition        Report By
 EW4624  HISTORY     - UNK      MONUMENTED       CADH
 EW4624  HISTORY     - 1965     GOOD
 EW4624  HISTORY     - 1977     GOOD             NGS
 EW4624  HISTORY     - 19940629 GOOD             NGS
 EW4624
 EW4624                          STATION DESCRIPTION
 EW4624
 EW4624'DESCRIBED 1965
 EW4624'4.7 MI N FROM MOORPARK.
 EW4624'4.7 MI NORTHERLY ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY
 EW4624'23 AND 118 AT MOORPARK.  17.5 FEET EASTERLY FROM THE CENTER OF
 EW4624'THE HIGHWAY AND IN THE CENTER OF A 7.5 X 0.8 FEET CONCRETE
 EW4624'HEADWALL MARKED M 4.60C AT MILEAGE POST MARKED 23 VEN 17.97.
 EW4624'A RAMSET NAIL, WASHER AND BATHEY CAP MARKED STATE OF
 EW4624'CALIFORNIA - DIVISION OF HIGHWAYS.
 EW4624
 EW4624                          STATION RECOVERY (1977)
 EW4624
 EW4624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4624'ADD-AT MILE MARKER 17-97.
 EW4624
 EW4624                          STATION RECOVERY (1994)
 EW4624
 EW4624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4624'7.1 KM (4.40 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4624'IN MOORPARK, A RAMSET NAIL AND BETHAY CAP 1.1 M (3.6 FT) SOUTHWEST OF
 EW4624'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT
 EW4624'UNDER THE HIGHWAY, 4.9 M (16.1 FT) SOUTHEAST OF THE HIGHWAY
 EW4624'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2639 ***********************************************************************
 HR2639  DESIGNATION -  7651.630
 HR2639  PID         -  HR2639
 HR2639  STATE/COUNTY-  CA/FRESNO
 HR2639  USGS QUAD   -  FLORENCE LAKE (1994)
 HR2639
 HR2639                         *CURRENT SURVEY CONTROL
 HR2639  ___________________________________________________________________
 HR2639* NAD 83(1992)-  37 22 09.67956(N)    118 58 52.61587(W)     ADJUSTED  
 HR2639* NAVD 88     -      2334.     (meters)    7657.     (feet)  SCALED    
 HR2639  ___________________________________________________________________
 HR2639  EPOCH DATE  -        1991.35
 HR2639  LAPLACE CORR-          12.86  (seconds)                    DEFLEC99
 HR2639  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 HR2639  HORZ ORDER  -  SECOND
 HR2639
 HR2639.The horizontal coordinates were established by classical geodetic methods
 HR2639.and adjusted by the National Geodetic Survey in March 1994.
 HR2639.The horizontal coordinates are valid at the epoch date displayed above.
 HR2639.The epoch date for horizontal control is a decimal equivalence
 HR2639.of Year/Month/Day.
 HR2639
 HR2639.The orthometric height was scaled from a topographic map.
 HR2639
 HR2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2639
 HR2639.The geoid height was determined by GEOID03.
 HR2639
 HR2639;                    North         East     Units Scale Factor Converg.
 HR2639;SPC CA 4     -   725,929.488 2,001,658.052   MT  1.00002487   +0 00 40.2
 HR2639;SPC CA 4     - 2,381,653.66  6,567,106.46   sFT  1.00002487   +0 00 40.2
 HR2639;UTM  11      - 4,137,688.957   324,560.373   MT  0.99997915   -1 12 10.3
 HR2639
 HR2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2639!SPC CA 4     -   0.99963782  x   1.00002487  =   0.99966268
 HR2639!UTM  11      -   0.99963782  x   0.99997915  =   0.99961697
 HR2639
 HR2639                          SUPERSEDED SURVEY CONTROL
 HR2639
 HR2639  NAD 83(1986)-  37 22 09.68804(N)    118 58 52.60412(W) AD(1984.00) 2
 HR2639  NAD 27      -  37 22 09.88715(N)    118 58 49.19368(W) AD(       ) 2
 HR2639
 HR2639.Superseded values are not recommended for survey control.
 HR2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2639.See file dsdata.txt to determine how the superseded data were derived.
 HR2639
 HR2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB2456037689(NAD 83)
 HR2639
 HR2639  HISTORY     - Date     Condition        Report By
 HR2639  HISTORY     - 1968     MONUMENTED       CGS
 HR2639
 HR2639                          STATION DESCRIPTION
 HR2639
 HR2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HR2639'SEE STATION BUTCH USFS
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0387 ***********************************************************************
 HR0387  DESIGNATION -  7657=B 13
 HR0387  PID         -  HR0387
 HR0387  STATE/COUNTY-  CA/MONO
 HR0387  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0387
 HR0387                         *CURRENT SURVEY CONTROL
 HR0387  ___________________________________________________________________
 HR0387* NAD 83(1986)-  37 42 57.     (N)    118 57 18.     (W)     SCALED    
 HR0387* NAVD 88     -      2333.652  (meters)    7656.32   (feet)  ADJUSTED  
 HR0387  ___________________________________________________________________
 HR0387  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR0387  DYNAMIC HT  -        2330.605 (meters)    7646.33  (feet)  COMP
 HR0387  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 HR0387  OBS GRAVITY -     979,238.3   (mgal)                       GRAV_OBS
 HR0387
 HR0387  VERT ORDER  -  FIRST     CLASS I
 HR0387
 HR0387.The horizontal coordinates were scaled from a topographic map and have
 HR0387.an estimated accuracy of +/- 6 seconds.
 HR0387
 HR0387.The orthometric height was determined by differential leveling
 HR0387.and adjusted in June 1991.
 HR0387.WARNING-Repeat measurements at this control monument indicate possible
 HR0387.vertical movement.
 HR0387
 HR0387.The geoid height was determined by GEOID03.
 HR0387
 HR0387.The dynamic height is computed by dividing the NAVD 88
 HR0387.geopotential number by the normal gravity value computed on the
 HR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0387.degrees latitude (g = 980.6199 gals.).
 HR0387
 HR0387.The modeled gravity was interpolated from observed gravity values.
 HR0387.The observed gravity was obtained from relative gravimeter ties
 HR0387.to the IGSN71 gravity network.
 HR0387
 HR0387;                    North         East    Units  Estimated Accuracy
 HR0387;SPC CA 3     -   636,060.    2,136,210.      MT  (+/- 180 meters Scaled)
 HR0387
 HR0387                          SUPERSEDED SURVEY CONTROL
 HR0387
 HR0387  NGVD 29 (??/??/92) 2331.830  (m)         7650.35   (f) ADJ UNCH    1 1
 HR0387
 HR0387.Superseded values are not recommended for survey control.
 HR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0387.See file dsdata.txt to determine how the superseded data were derived.
 HR0387
 HR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB276760(NAD 83)
 HR0387_MARKER: DD = SURVEY DISK
 HR0387_SETTING: 66 = SET IN ROCK OUTCROP
 HR0387_SP_SET: IN A DRILL HOLE IN BEDROCK
 HR0387_STAMPING: 7657 B 1905 B 13
 HR0387_MARK LOGO: USGS  
 HR0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0387+STABILITY: POSITION/ELEVATION WELL
 HR0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0387+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 HR0387
 HR0387  HISTORY     - Date     Condition        Report By
 HR0387  HISTORY     - 1905     MONUMENTED       USGS
 HR0387  HISTORY     - 1957     GOOD             NGS
 HR0387  HISTORY     - 1983     GOOD             NGS
 HR0387  HISTORY     - 1985     GOOD             USGS
 HR0387  HISTORY     - 1986     GOOD             NGS
 HR0387  HISTORY     - 1987     GOOD             NGS
 HR0387  HISTORY     - 19881010 GOOD             NGS
 HR0387
 HR0387                          STATION DESCRIPTION
 HR0387
 HR0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0387'3 MI SE FROM CRESTVIEW.
 HR0387'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE CALIFORNIA
 HR0387'DIVISION OF HIGHWAYS MAINTENANCE STATION AT CRESTVIEW, IN R 27 E,
 HR0387'T 3 S, NEAR THE CENTER OF THE EAST BOUNDARY OF SECTION 2, ON A
 HR0387'SUMMIT, AT A GROUP OF VOLCANIC ROCKS ON THE WEST END OF A LOW RIDGE,
 HR0387'IN THE TOP OF A BOULDER, 108 1/2 FEET NORTHEAST OF THE CENTER LINE
 HR0387'OF THE HIGHWAY, 37 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY
 HR0387'WIRE, ABOUT 8 1/2 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 3 FEET
 HR0387'ABOVE THE GROUND.
 HR0387
 HR0387                          STATION RECOVERY (1983)
 HR0387
 HR0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 HR0387'4.8 KM (3 MI) SOUTHEAST ALONG U.S. HIGHWAY 395, FROM THE LADH
 HR0387'MAINTANANCE STATION AT CRESTVIEW, NEAR THE CENTER OF THE EAST
 HR0387'BOUNDARY OF SECTION 2, R 27 E, T 3 S, ON A SUMMIT, AT A GROUP OF LAVA
 HR0387'ROCKS, ON THE WEST END OF A LOW RIDGE, 33 METERS (108 FT) NORTHEAST
 HR0387'OF THE CENTER OF THE HIGHWAY, 11.3 METERS (37 FT) NORTHEAST OF A
 HR0387'GUYED TELEPHONE POLE NUMBER 18883338 E, ABOUT 2.6 METERS (8.5 FT)
 HR0387'HIGHER THAN THE HIGHWAY.
 HR0387
 HR0387                          STATION RECOVERY (1985)
 HR0387
 HR0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 HR0387'RECOVERED IN GOOD CONDITION.
 HR0387
 HR0387                          STATION RECOVERY (1986)
 HR0387
 HR0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1
 HR0387'MI) EAST ALONG STATE HGIHWAY 203 FROM THE POST OFFICE IN MAMMOTH
 HR0387'LAKES, THENCE 8.40 KM (5.22 MI) NORTH ALONG US HIGHWAY 395, AT A PAVED
 HR0387'ROAD 3S23 LEADING WEST, THENCE CONTINUE NORTH 0.80 KM (0.50 MI) ALONG
 HR0387'US HIGHWAY 395, IN TOP OF THE NORTH END OF A LAVA ROCK OUTCROP,
 HR0387'32.9 METERS (108 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.9 METERS
 HR0387'(16 FT) WEST OF THE WESTERN MOST ONE OF POWER LINE WIRES AND 0.6 METER
 HR0387'(2 FT) NORTH OF THE PAINTED LETTERS (BM).  NOTE--NEW CEMENT WAS
 HR0387'APPLIED AROUND THE DISK BY THIS UNIT.
 HR0387'THE MARK IS 4.0 METERS  NE FROM  A WITNESS POST
 HR0387'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 HR0387
 HR0387                          STATION RECOVERY (1987)
 HR0387
 HR0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0387'RECOVERED IN GOOD CONDITION.
 HR0387
 HR0387                          STATION RECOVERY (1988)
 HR0387
 HR0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0180 ***********************************************************************
 FU0180  DESIGNATION -  766+42.65 CAHD
 FU0180  PID         -  FU0180
 FU0180  STATE/COUNTY-  CA/KERN
 FU0180  USGS QUAD   -  WEED PATCH (1992)
 FU0180
 FU0180                         *CURRENT SURVEY CONTROL
 FU0180  ___________________________________________________________________
 FU0180* NAD 83(1986)-  35 08 01.     (N)    118 59 30.     (W)     SCALED    
 FU0180* NAVD 88     -        95.60   (+/-2cm)     313.6    (feet)  VERTCON   
 FU0180  ___________________________________________________________________
 FU0180  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 FU0180  VERT ORDER  -  THIRD (See Below)
 FU0180
 FU0180.The horizontal coordinates were scaled from a topographic map and have
 FU0180.an estimated accuracy of +/- 6 seconds.
 FU0180
 FU0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0180.The vertical order pertains to the NGVD 29 superseded value.
 FU0180
 FU0180.The geoid height was determined by GEOID03.
 FU0180
 FU0180;                    North         East    Units  Estimated Accuracy
 FU0180;SPC CA 5     -   681,660.    1,909,630.      MT  (+/- 180 meters Scaled)
 FU0180
 FU0180                          SUPERSEDED SURVEY CONTROL
 FU0180
 FU0180  NGVD 29 (??/??/??)   94.92   (m)          311.4    (f) RESET       3  
 FU0180
 FU0180.Superseded values are not recommended for survey control.
 FU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0180.See file dsdata.txt to determine how the superseded data were derived.
 FU0180
 FU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU185896(NAD 83)
 FU0180_MARKER: DD = SURVEY DISK
 FU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0180_STAMPING: 766+42.65
 FU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0180+STABILITY: SURFACE MOTION
 FU0180
 FU0180  HISTORY     - Date     Condition        Report By
 FU0180  HISTORY     - UNK      MONUMENTED       CADH
 FU0180  HISTORY     - 1961     GOOD             NGS
 FU0180  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0180
 FU0180                          STATION DESCRIPTION
 FU0180
 FU0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0180'5.6 MI N FROM METTLER.
 FU0180'5.55 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF
 FU0180'STATE HIGHWAY 166 AND 33 AT METTLER, IN R28E T32S S20, 0.2 MILE
 FU0180'SOUTH OF THE MIRAGE GARAGE AND SERVICE STATION, BETWEEN THE
 FU0180'EAST AND WEST LANES OF THE HIGHWAY, 37 FEET EAST OF THE CENTER
 FU0180'LINE OF THE WEST LANES, 34 1/2 FEET WEST OF THE CENTER LINE
 FU0180'OF THE EAST LANES.  109 FEET NORTH OF THE CENTER LINE OF A CROSS
 FU0180'OVER BETWEEN LANES, 1.3 FEET SOUTH OF A STEEL STATION MARKER
 FU0180'POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 FU0180'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0180
 FU0180                          STATION RECOVERY (1970)
 FU0180
 FU0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1587 ***********************************************************************
 JT1587  DESIGNATION -  77 1
 JT1587  PID         -  JT1587
 JT1587  STATE/COUNTY-  CA/NAPA
 JT1587  USGS QUAD   -  NAPA (1980)
 JT1587
 JT1587                         *CURRENT SURVEY CONTROL
 JT1587  ___________________________________________________________________
 JT1587* NAD 83(1986)-  38 16 55.     (N)    122 18 09.     (W)     SCALED    
 JT1587* NAVD 88     -         8.21   (+/-2cm)      26.9    (feet)  VERTCON   
 JT1587  ___________________________________________________________________
 JT1587  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1587  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1587
 JT1587.The horizontal coordinates were scaled from a topographic map and have
 JT1587.an estimated accuracy of +/- 6 seconds.
 JT1587
 JT1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1587.The vertical order pertains to the NGVD 29 superseded value.
 JT1587
 JT1587.The geoid height was determined by GEOID03.
 JT1587
 JT1587;                    North         East    Units  Estimated Accuracy
 JT1587;SPC CA 2     -   568,350.    1,973,530.      MT  (+/- 180 meters Scaled)
 JT1587
 JT1587                          SUPERSEDED SURVEY CONTROL
 JT1587
 JT1587  NGVD 29 (??/??/92)    7.445  (m)           24.43   (f) ADJ UNCH    1 1
 JT1587
 JT1587.Superseded values are not recommended for survey control.
 JT1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1587.See file dsdata.txt to determine how the superseded data were derived.
 JT1587
 JT1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610373(NAD 83)
 JT1587_MARKER: DD = SURVEY DISK
 JT1587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1587_SP_SET: COPPER-CLAD STEEL ROD
 JT1587_STAMPING: 77 1 C OF N
 JT1587_MARK LOGO: CA2330
 JT1587_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1587
 JT1587  HISTORY     - Date     Condition        Report By
 JT1587  HISTORY     - 1972     MONUMENTED       CA2330
 JT1587
 JT1587                          STATION DESCRIPTION
 JT1587
 JT1587'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1587'2.0 MI (3.2 KM) SOUTHWEST OF THE COUNTY COURTHOUSE AT NAPA, AT THE
 JT1587'NORTHEAST CORNER OF THE INTERSECTION OF FREEWAY DRIVE AND IMOLA
 JT1587'AVENUE, IN SOUTHWEST CORNER OF A TREE PLANTER SQUARE IN SIDEWALK
 JT1587'ADJACENT TO THE CURB, 21 FT (6.4 M) EAST OF CENTERLINE AND 1 FT
 JT1587'(0.3 M) EAST OF CURB ON FREEWAY DRIVE, 77 FT (23.5 M) NORTH OF
 JT1587'CENTERLINE OF IMOLA AVENUE, 0.6 FT (0.2 M) BELOW TOP OF 10 INCH
 JT1587'DIAMETER MONUMENT BOX SET FLUSH WITH THE TOP OF CURB WITH THE WORD
 JT1587'MONUMENT CAST IN THE COVER AND SET ON TOP OF A 5/8-INCH COPPER-CLAD
 JT1587'STEEL ROD DRIVEN TO REFUSAL AT 58 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1775 ***********************************************************************
 JT1775  DESIGNATION -  77 2
 JT1775  PID         -  JT1775
 JT1775  STATE/COUNTY-  CA/NAPA
 JT1775  USGS QUAD   -  NAPA (1980)
 JT1775
 JT1775                         *CURRENT SURVEY CONTROL
 JT1775  ___________________________________________________________________
 JT1775* NAD 83(1986)-  38 16 55.     (N)    122 18 09.     (W)     SCALED    
 JT1775* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 JT1775  ___________________________________________________________________
 JT1775  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1775  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1775
 JT1775.The horizontal coordinates were scaled from a topographic map and have
 JT1775.an estimated accuracy of +/- 6 seconds.
 JT1775
 JT1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1775.The vertical order pertains to the NGVD 29 superseded value.
 JT1775
 JT1775.The geoid height was determined by GEOID03.
 JT1775
 JT1775;                    North         East    Units  Estimated Accuracy
 JT1775;SPC CA 2     -   568,350.    1,973,530.      MT  (+/- 180 meters Scaled)
 JT1775
 JT1775                          SUPERSEDED SURVEY CONTROL
 JT1775
 JT1775  NGVD 29 (??/??/92)    7.40   (m)           24.3    (f) COMPUTED    1 1
 JT1775
 JT1775.Superseded values are not recommended for survey control.
 JT1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1775.See file dsdata.txt to determine how the superseded data were derived.
 JT1775
 JT1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610373(NAD 83)
 JT1775_MARKER: DD = SURVEY DISK
 JT1775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT1775+WITH SETTING: PAVEMENT
 JT1775_SP_SET: LIGHT BASE
 JT1775_MARK LOGO: CA2330
 JT1775_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1775+STABILITY: SURFACE MOTION
 JT1775
 JT1775  HISTORY     - Date     Condition        Report By
 JT1775  HISTORY     - 1971     MONUMENTED       CA2330
 JT1775
 JT1775                          STATION DESCRIPTION
 JT1775
 JT1775'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1775'ALONG IMOLA AVENUE, EAST OF FREEWAY DRIVE, IN SOUTHEAST CORNER OF THE
 JT1775'SERVICE STATION, IN LIGHT BASE A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1774 ***********************************************************************
 JT1774  DESIGNATION -  77 3
 JT1774  PID         -  JT1774
 JT1774  STATE/COUNTY-  CA/NAPA
 JT1774  USGS QUAD   -  NAPA (1980)
 JT1774
 JT1774                         *CURRENT SURVEY CONTROL
 JT1774  ___________________________________________________________________
 JT1774* NAD 83(1986)-  38 16 55.     (N)    122 18 06.     (W)     SCALED    
 JT1774* NAVD 88     -         7.60   (+/-2cm)      24.9    (feet)  VERTCON   
 JT1774  ___________________________________________________________________
 JT1774  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1774  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1774
 JT1774.The horizontal coordinates were scaled from a topographic map and have
 JT1774.an estimated accuracy of +/- 6 seconds.
 JT1774
 JT1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1774.The vertical order pertains to the NGVD 29 superseded value.
 JT1774
 JT1774.The geoid height was determined by GEOID03.
 JT1774
 JT1774;                    North         East    Units  Estimated Accuracy
 JT1774;SPC CA 2     -   568,340.    1,973,610.      MT  (+/- 180 meters Scaled)
 JT1774
 JT1774                          SUPERSEDED SURVEY CONTROL
 JT1774
 JT1774  NGVD 29 (??/??/92)    6.83   (m)           22.4    (f) COMPUTED    1 1
 JT1774
 JT1774.Superseded values are not recommended for survey control.
 JT1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1774.See file dsdata.txt to determine how the superseded data were derived.
 JT1774
 JT1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH610373(NAD 83)
 JT1774_MARKER: DD = SURVEY DISK
 JT1774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JT1774_SP_SET: HEADWALL
 JT1774_MARK LOGO: CA2330
 JT1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1774+STABILITY: SURFACE MOTION
 JT1774
 JT1774  HISTORY     - Date     Condition        Report By
 JT1774  HISTORY     - 1971     MONUMENTED       CA2330
 JT1774
 JT1774                          STATION DESCRIPTION
 JT1774
 JT1774'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1774'ALONG IMOLA AVENUE, WEST OF SONOMA HIGHWAY, ON SOUTH SIDE AT STATE
 JT1774'FENCE, ON HEADWALL, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1787 ***********************************************************************
 JT1787  DESIGNATION -  77 A
 JT1787  PID         -  JT1787
 JT1787  STATE/COUNTY-  CA/NAPA
 JT1787  USGS QUAD   -  NAPA (1980)
 JT1787
 JT1787                         *CURRENT SURVEY CONTROL
 JT1787  ___________________________________________________________________
 JT1787* NAD 83(1986)-  38 16 55.     (N)    122 18 22.     (W)     SCALED    
 JT1787* NAVD 88     -         9.19   (+/-2cm)      30.2    (feet)  VERTCON   
 JT1787  ___________________________________________________________________
 JT1787  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JT1787  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1787
 JT1787.The horizontal coordinates were scaled from a topographic map and have
 JT1787.an estimated accuracy of +/- 6 seconds.
 JT1787
 JT1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1787.The vertical order pertains to the NGVD 29 superseded value.
 JT1787
 JT1787.The geoid height was determined by GEOID03.
 JT1787
 JT1787;                    North         East    Units  Estimated Accuracy
 JT1787;SPC CA 2     -   568,350.    1,973,220.      MT  (+/- 180 meters Scaled)
 JT1787
 JT1787                          SUPERSEDED SURVEY CONTROL
 JT1787
 JT1787  NGVD 29 (??/??/92)    8.417  (m)           27.61   (f) ADJ UNCH    1 1
 JT1787
 JT1787.Superseded values are not recommended for survey control.
 JT1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1787.See file dsdata.txt to determine how the superseded data were derived.
 JT1787
 JT1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606373(NAD 83)
 JT1787_MARKER: DD = SURVEY DISK
 JT1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1787_SP_SET: CONCRETE POST
 JT1787_MARK LOGO: CA2330
 JT1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1787+STABILITY: SURFACE MOTION
 JT1787
 JT1787  HISTORY     - Date     Condition        Report By
 JT1787  HISTORY     - 1971     MONUMENTED       CA2330
 JT1787
 JT1787                          STATION DESCRIPTION
 JT1787
 JT1787'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1787'ALONG IMOLA AVENUE AND FOSTER ROAD NORTH, 10 FEET BY 10 FEET SOUTHWEST
 JT1787'A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1786 ***********************************************************************
 JT1786  DESIGNATION -  77 B
 JT1786  PID         -  JT1786
 JT1786  STATE/COUNTY-  CA/NAPA
 JT1786  USGS QUAD   -  NAPA (1980)
 JT1786
 JT1786                         *CURRENT SURVEY CONTROL
 JT1786  ___________________________________________________________________
 JT1786* NAD 83(1986)-  38 17 04.     (N)    122 18 25.     (W)     SCALED    
 JT1786* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 JT1786  ___________________________________________________________________
 JT1786  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT1786  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1786
 JT1786.The horizontal coordinates were scaled from a topographic map and have
 JT1786.an estimated accuracy of +/- 6 seconds.
 JT1786
 JT1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1786.The vertical order pertains to the NGVD 29 superseded value.
 JT1786
 JT1786.The geoid height was determined by GEOID03.
 JT1786
 JT1786;                    North         East    Units  Estimated Accuracy
 JT1786;SPC CA 2     -   568,620.    1,973,150.      MT  (+/- 180 meters Scaled)
 JT1786
 JT1786                          SUPERSEDED SURVEY CONTROL
 JT1786
 JT1786  NGVD 29 (??/??/92)    8.767  (m)           28.76   (f) ADJ UNCH    1 1
 JT1786
 JT1786.Superseded values are not recommended for survey control.
 JT1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1786.See file dsdata.txt to determine how the superseded data were derived.
 JT1786
 JT1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH606376(NAD 83)
 JT1786_MARKER: DD = SURVEY DISK
 JT1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1786_SP_SET: CONCRETE POST
 JT1786_MARK LOGO: CA2330
 JT1786_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1786+STABILITY: SURFACE MOTION
 JT1786
 JT1786  HISTORY     - Date     Condition        Report By
 JT1786  HISTORY     - 1971     MONUMENTED       CA2330
 JT1786
 JT1786                          STATION DESCRIPTION
 JT1786
 JT1786'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1786'AT INTERSECTION OF FOSTER AND INDIANA ROADS, 10 FEET BY 10 FEET
 JT1786'SOUTHWEST, A WELL TYPE CONCRETE MONUMENT WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0873 ***********************************************************************
 KS0873  DESIGNATION -  77 BWS USGS
 KS0873  PID         -  KS0873
 KS0873  STATE/COUNTY-  CA/YUBA
 KS0873  USGS QUAD   -  CHALLENGE (1995)
 KS0873
 KS0873                         *CURRENT SURVEY CONTROL
 KS0873  ___________________________________________________________________
 KS0873* NAD 83(1992)-  39 23 56.41709(N)    121 07 56.25226(W)     ADJUSTED  
 KS0873* NAVD 88     -       689.147  (meters)    2260.98   (feet)  ADJUSTED  
 KS0873  ___________________________________________________________________
 KS0873  EPOCH DATE  -        1991.35
 KS0873  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 KS0873  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 KS0873  DYNAMIC HT  -         688.682 (meters)    2259.45  (feet)  COMP
 KS0873  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 KS0873
 KS0873  HORZ ORDER  -  SECOND
 KS0873  VERT ORDER  -  SECOND    CLASS 0
 KS0873
 KS0873.The horizontal coordinates were established by classical geodetic methods
 KS0873.and adjusted by the National Geodetic Survey in March 1994.
 KS0873.The horizontal coordinates are valid at the epoch date displayed above.
 KS0873.The epoch date for horizontal control is a decimal equivalence
 KS0873.of Year/Month/Day.
 KS0873
 KS0873.The orthometric height was determined by differential leveling
 KS0873.and adjusted in June 1991.
 KS0873
 KS0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 KS0873
 KS0873.The geoid height was determined by GEOID03.
 KS0873
 KS0873.The dynamic height is computed by dividing the NAVD 88
 KS0873.geopotential number by the normal gravity value computed on the
 KS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0873.degrees latitude (g = 980.6199 gals.).
 KS0873
 KS0873.The modeled gravity was interpolated from observed gravity values.
 KS0873
 KS0873;                    North         East     Units Scale Factor Converg.
 KS0873;SPC CA 2     -   692,657.449 2,074,736.013   MT  0.99992968   +0 32 49.4
 KS0873;SPC CA 2     - 2,272,493.65  6,806,863.07   sFT  0.99992968   +0 32 49.4
 KS0873;UTM  10      - 4,362,720.135   660,821.418   MT  0.99991845   +1 11 08.6
 KS0873
 KS0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KS0873!SPC CA 2     -   0.99989594  x   0.99992968  =   0.99982563
 KS0873!UTM  10      -   0.99989594  x   0.99991845  =   0.99981440
 KS0873
 KS0873                          SUPERSEDED SURVEY CONTROL
 KS0873
 KS0873  NAD 83(1986)-  39 23 56.40826(N)    121 07 56.24384(W) AD(1984.00) 2
 KS0873  NAD 27      -  39 23 56.80200(N)    121 07 52.40300(W) AD(       ) 2
 KS0873  NGVD 29 (??/??/??)  688.375  (m)         2258.44   (f) ADJUSTED    2 0
 KS0873
 KS0873.Superseded values are not recommended for survey control.
 KS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0873.See file dsdata.txt to determine how the superseded data were derived.
 KS0873
 KS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ6082162720(NAD 83)
 KS0873_MARKER: DD = SURVEY DISK
 KS0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KS0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KS0873_STAMPING: BWS 77 2258 1941
 KS0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KS0873+STABILITY: SURFACE MOTION
 KS0873
 KS0873  HISTORY     - Date     Condition        Report By
 KS0873  HISTORY     - 1941     MONUMENTED       USGS
 KS0873  HISTORY     - 1960     GOOD             NGS
 KS0873  HISTORY     - 19890403 MARK NOT FOUND   USPSQD
 KS0873  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0873
 KS0873                          STATION DESCRIPTION
 KS0873
 KS0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KS0873'8.3 MI NW FROM NORTH SAN JUAN.
 KS0873'2.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT
 KS0873'NORTH SAN JUAN, THENCE 5.5 MILES NORTHWEST ALONG AN ASPHALT
 KS0873'ROAD, IN R8E T18N S24, AT A SWITCHBACK CURVE, 60 FEET SOUTH OF
 KS0873'THE APPROXIMATE CENTER OF THE T JUNCTION OF A DIRT ROAD
 KS0873'SOUTHEAST, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 KS0873'43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 1.2
 KS0873'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 KS0873'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KS0873'GROUND.
 KS0873
 KS0873                          STATION RECOVERY (1989)
 KS0873
 KS0873'RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS)
 KS0873'MARK NOT FOUND.
 KS0873
 KS0873                          STATION RECOVERY (2004)
 KS0873
 KS0873'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0873'BELIEVED TO BE DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1068 ***********************************************************************
 DY1068  DESIGNATION -  77 C OF LB
 DY1068  PID         -  DY1068
 DY1068  STATE/COUNTY-  CA/LOS ANGELES
 DY1068  USGS QUAD   -  SAN PEDRO (1981)
 DY1068
 DY1068                         *CURRENT SURVEY CONTROL
 DY1068  ___________________________________________________________________
 DY1068* NAD 83(1986)-  33 43 51.     (N)    118 17 16.     (W)     SCALED    
 DY1068* NAVD 88     -        24.18   (+/-2cm)      79.3    (feet)  VERTCON   
 DY1068  ___________________________________________________________________
 DY1068  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1068  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1068
 DY1068.The horizontal coordinates were scaled from a topographic map and have
 DY1068.an estimated accuracy of +/- 6 seconds.
 DY1068
 DY1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1068.The vertical order pertains to the NGVD 29 superseded value.
 DY1068
 DY1068.The geoid height was determined by GEOID03.
 DY1068
 DY1068;                    North         East    Units  Estimated Accuracy
 DY1068;SPC CA 5     -   525,640.    1,973,330.      MT  (+/- 180 meters Scaled)
 DY1068
 DY1068                          SUPERSEDED SURVEY CONTROL
 DY1068
 DY1068  NGVD 29 (??/??/92)   23.43   (m)           76.9    (f) COMPUTED    1 2
 DY1068
 DY1068.Superseded values are not recommended for survey control.
 DY1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1068.See file dsdata.txt to determine how the superseded data were derived.
 DY1068
 DY1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT806330(NAD 83)
 DY1068_MARKER: DD = SURVEY DISK
 DY1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1068_SP_SET: CURB
 DY1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1068+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2009
 DY1068
 DY1068  HISTORY     - Date     Condition        Report By
 DY1068  HISTORY     - UNK      MONUMENTED       CA1980
 DY1068  HISTORY     - 1945     GOOD             NGS
 DY1068  HISTORY     - 20090116 GOOD             GEOCAC
 DY1068
 DY1068                          STATION DESCRIPTION
 DY1068
 DY1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY1068'AT SAN PEDRO.
 DY1068'AT THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH PACIFIC
 DY1068'AVENUE AND WEST FIFTEENTH STREET, 14.5 FEET NORTH OF THE
 DY1068'PROLONGATION OF THE NORTH CURB OF WEST FIFTEENTH STREET, 2.7
 DY1068'FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 DY1068'LAMP POST, IN THE TOP OF THE CONCRETE CURB ON THE EAST SIDE OF
 DY1068'SOUTH PACIFIC AVENUE, AND 1.5 FEET WEST OF POWER POLE 3-4-004.
 DY1068'A BOLT.
 DY1068
 DY1068                          STATION RECOVERY (2009)
 DY1068
 DY1068'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DY1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5816 ***********************************************************************
 EW5816  DESIGNATION -  77 FMK USGS
 EW5816  PID         -  EW5816
 EW5816  STATE/COUNTY-  CA/VENTURA
 EW5816  USGS QUAD   -  VENTURA (1967)
 EW5816
 EW5816                         *CURRENT SURVEY CONTROL
 EW5816  ___________________________________________________________________
 EW5816* NAD 83(1986)-  34 21 32.     (N)    119 18 32.     (W)     SCALED    
 EW5816* NAVD 88     -        78.690  (meters)     258.17   (feet)  ADJUSTED  
 EW5816  ___________________________________________________________________
 EW5816  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 EW5816  DYNAMIC HT  -          78.607 (meters)     257.90  (feet)  COMP
 EW5816  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 EW5816
 EW5816  VERT ORDER  -  FIRST     CLASS I
 EW5816
 EW5816.The horizontal coordinates were scaled from a topographic map and have
 EW5816.an estimated accuracy of +/- 6 seconds.
 EW5816
 EW5816.The orthometric height was determined by differential leveling
 EW5816.and adjusted in June 1991.
 EW5816
 EW5816.The geoid height was determined by GEOID03.
 EW5816
 EW5816.The dynamic height is computed by dividing the NAVD 88
 EW5816.geopotential number by the normal gravity value computed on the
 EW5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5816.degrees latitude (g = 980.6199 gals.).
 EW5816
 EW5816.The modeled gravity was interpolated from observed gravity values.
 EW5816
 EW5816;                    North         East    Units  Estimated Accuracy
 EW5816;SPC CA 5     -   596,060.    1,879,600.      MT  (+/- 180 meters Scaled)
 EW5816
 EW5816                          SUPERSEDED SURVEY CONTROL
 EW5816
 EW5816  NGVD 29 (??/??/92)   77.929  (m)          255.67   (f) ADJ UNCH    1 1
 EW5816
 EW5816.Superseded values are not recommended for survey control.
 EW5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5816.See file dsdata.txt to determine how the superseded data were derived.
 EW5816
 EW5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU876043(NAD 83)
 EW5816_MARKER: DB = BENCH MARK DISK
 EW5816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5816_SP_SET: HEAD WALL
 EW5816_STAMPING: 77 FMK 1973
 EW5816
 EW5816  HISTORY     - Date     Condition        Report By
 EW5816  HISTORY     - UNK      MONUMENTED
 EW5816  HISTORY     - 1977     GOOD             NGS
 EW5816  HISTORY     - 1983     GOOD             USGS
 EW5816
 EW5816                          STATION DESCRIPTION
 EW5816
 EW5816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5816'7.1 MI NORTH FROM VENTURA.
 EW5816'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5816'THENCE 5.95 MILES NORTH ALONG VENTURA AVENUE, THENCE 0.25 MILE NORTH
 EW5816'ALONG STATE HIGHWAY 33, AT MILE POST 6.07, 90.4 FT. SOUTH OF POWER
 EW5816'POLE 88235 H, 54.5 FT. NORTH OF A 24-INCH PEPPER TREE, 24.0 FT. EAST
 EW5816'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 0.7 FT. SOUTH OF THE
 EW5816'NORTH END OF THE EAST HEAD WALL OF 24-INCH PIPE CULVERT 60.07.
 EW5816
 EW5816                          STATION RECOVERY (1983)
 EW5816
 EW5816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9047 ***********************************************************************
 EW9047  DESIGNATION -  77 FMK USGS
 EW9047  PID         -  EW9047
 EW9047  STATE/COUNTY-  CA/LOS ANGELES
 EW9047  USGS QUAD   -  CANOGA PARK (1967)
 EW9047
 EW9047                         *CURRENT SURVEY CONTROL
 EW9047  ___________________________________________________________________
 EW9047* NAD 83(1986)-  34 09 25.     (N)    118 36 21.     (W)     SCALED    
 EW9047* NAVD 88     -       291.90   (+/-2cm)     957.7    (feet)  VERTCON   
 EW9047  ___________________________________________________________________
 EW9047  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EW9047  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9047
 EW9047.The horizontal coordinates were scaled from a topographic map and have
 EW9047.an estimated accuracy of +/- 6 seconds.
 EW9047
 EW9047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9047.The vertical order pertains to the NGVD 29 superseded value.
 EW9047
 EW9047.The geoid height was determined by GEOID03.
 EW9047
 EW9047;                    North         East    Units  Estimated Accuracy
 EW9047;SPC CA 5     -   573,040.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW9047
 EW9047                          SUPERSEDED SURVEY CONTROL
 EW9047
 EW9047  NGVD 29 (??/??/92)  291.12   (m)          955.1    (f) COMPUTED    1 1
 EW9047
 EW9047.Superseded values are not recommended for survey control.
 EW9047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9047.See file dsdata.txt to determine how the superseded data were derived.
 EW9047
 EW9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519807(NAD 83)
 EW9047_MARKER: DD = SURVEY DISK
 EW9047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9047_SP_SET: CURB
 EW9047_STAMPING: 77 FMK 1974
 EW9047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9047
 EW9047  HISTORY     - Date     Condition        Report By
 EW9047  HISTORY     - 1974     MONUMENTED       USGS
 EW9047  HISTORY     - 1974     GOOD             CA-037
 EW9047
 EW9047                          STATION DESCRIPTION
 EW9047
 EW9047'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9047'1.0 MI S FROM WOODLAND HILLS.
 EW9047'TOPANGA CANYON BOULEVARD AND DUMETZ ROAD.  30.0 SOUTH AND 30.0 WEST OF
 EW9047'APPROXIMATE CENTERLINE INTERSECTION.  THE DISK IS SET IN THE WEST
 EW9047'CONCRETE CURB 0.3 FOOT NORTH OF SOUTH CURB RETURN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0674 ***********************************************************************
 JS0674  DESIGNATION -  77 LC USGS
 JS0674  PID         -  JS0674
 JS0674  STATE/COUNTY-  CA/EL DORADO
 JS0674  USGS QUAD   -  SLY PARK (1973)
 JS0674
 JS0674                         *CURRENT SURVEY CONTROL
 JS0674  ___________________________________________________________________
 JS0674* NAD 83(1986)-  38 43 19.     (N)    120 30 24.     (W)     SCALED    
 JS0674* NAVD 88     -      1129.01   (+/-2cm)    3704.1    (feet)  VERTCON   
 JS0674  ___________________________________________________________________
 JS0674  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 JS0674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0674
 JS0674.The horizontal coordinates were scaled from a topographic map and have
 JS0674.an estimated accuracy of +/- 6 seconds.
 JS0674
 JS0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0674.The vertical order pertains to the NGVD 29 superseded value.
 JS0674
 JS0674.The geoid height was determined by GEOID03.
 JS0674
 JS0674;                    North         East    Units  Estimated Accuracy
 JS0674;SPC CA 2     -   618,210.    2,129,850.      MT  (+/- 180 meters Scaled)
 JS0674
 JS0674                          SUPERSEDED SURVEY CONTROL
 JS0674
 JS0674  NGVD 29 (??/??/92) 1128.077  (m)         3701.03   (f) ADJ UNCH    2 0
 JS0674
 JS0674.Superseded values are not recommended for survey control.
 JS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0674.See file dsdata.txt to determine how the superseded data were derived.
 JS0674
 JS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH167888(NAD 83)
 JS0674_MARKER: DD = SURVEY DISK
 JS0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS0674_SP_SET: ABUTMENT
 JS0674_STAMPING: 77 LC 1949 3701
 JS0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS0674
 JS0674  HISTORY     - Date     Condition        Report By
 JS0674  HISTORY     - 1949     MONUMENTED       USGS
 JS0674  HISTORY     - 1957     GOOD             NGS
 JS0674
 JS0674                          STATION DESCRIPTION
 JS0674
 JS0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0674'5.3 MI E FROM SLY PARK DAM.
 JS0674'0.6 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE SLY PARK DAM,
 JS0674'THENCE 0.6 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 4.1 MILES
 JS0674'EAST ALONG A DIRT ROAD, IN R 13 E, T 10 N, S 14, AT A STEEL
 JS0674'TRUSS BRIDGE OVER CAMP CREEK, IN THE TOP OF THE NORTHWEST END OF
 JS0674'THE NORTHEAST CONCRETE ABUTMENT, 6 FEET NORTHWEST OF THE CENTER
 JS0674'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1439 ***********************************************************************
 LU1439  DESIGNATION -  77 RS USGS
 LU1439  PID         -  LU1439
 LU1439  STATE/COUNTY-  CA/HUMBOLDT
 LU1439  USGS QUAD   -  LARABEE VALLEY (1977)
 LU1439
 LU1439                         *CURRENT SURVEY CONTROL
 LU1439  ___________________________________________________________________
 LU1439* NAD 83(1986)-  40 28 32.     (N)    123 42 36.     (W)     SCALED    
 LU1439* NAVD 88     -       670.17   (+/-2cm)    2198.7    (feet)  VERTCON   
 LU1439  ___________________________________________________________________
 LU1439  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LU1439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1439
 LU1439.The horizontal coordinates were scaled from a topographic map and have
 LU1439.an estimated accuracy of +/- 6 seconds.
 LU1439
 LU1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1439.The vertical order pertains to the NGVD 29 superseded value.
 LU1439
 LU1439.The geoid height was determined by GEOID03.
 LU1439
 LU1439;                    North         East    Units  Estimated Accuracy
 LU1439;SPC CA 1     -   628,240.    1,855,020.      MT  (+/- 180 meters Scaled)
 LU1439
 LU1439                          SUPERSEDED SURVEY CONTROL
 LU1439
 LU1439  NGVD 29 (??/??/92)  669.180  (m)         2195.47   (f) ADJ UNCH    2 0
 LU1439
 LU1439.Superseded values are not recommended for survey control.
 LU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1439.See file dsdata.txt to determine how the superseded data were derived.
 LU1439
 LU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK398807(NAD 83)
 LU1439_MARKER: DD = SURVEY DISK
 LU1439_SETTING: 66 = SET IN ROCK OUTCROP
 LU1439_SP_SET: ROCK LEDGE
 LU1439_STAMPING: 2196 77 RS 1932
 LU1439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1439+STABILITY: POSITION/ELEVATION WELL
 LU1439
 LU1439  HISTORY     - Date     Condition        Report By
 LU1439  HISTORY     - 1932     MONUMENTED       USGS
 LU1439  HISTORY     - 1949     GOOD             NGS
 LU1439
 LU1439                          STATION DESCRIPTION
 LU1439
 LU1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1439'7.5 MI E FROM BRIDGEVILLE.
 LU1439'7.5 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 LU1439'BRIDGEVILLE, 0.5 MILE EAST OF A Y JUNCTION OF A DIRT ROAD
 LU1439'LEADING TO AN OLD MILL, AT A STEEP GRADE, IN THE TOP OF A LEDGE
 LU1439'ON THE SOUTH SIDE OF A LARGE ROCK OUTCROP, 23 1/2 FEET WEST OF
 LU1439'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN
 LU1439'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0343 ***********************************************************************
 DW0343  DESIGNATION -  77 USGS
 DW0343  PID         -  DW0343
 DW0343  STATE/COUNTY-  CA/IMPERIAL
 DW0343  USGS QUAD   -  IRIS (1992)
 DW0343
 DW0343                         *CURRENT SURVEY CONTROL
 DW0343  ___________________________________________________________________
 DW0343* NAD 83(1986)-  33 11 43.     (N)    115 24 18.     (W)     SCALED    
 DW0343* NAVD 88     -        24.24   (+/-2cm)      79.5    (feet)  VERTCON   
 DW0343  ___________________________________________________________________
 DW0343  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DW0343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DW0343
 DW0343.The horizontal coordinates were scaled from a topographic map and have
 DW0343.an estimated accuracy of +/- 6 seconds.
 DW0343
 DW0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0343.The vertical order pertains to the NGVD 29 superseded value.
 DW0343
 DW0343.The geoid height was determined by GEOID03.
 DW0343
 DW0343;                    North         East    Units  Estimated Accuracy
 DW0343;SPC CA 6     -   614,400.    2,078,790.      MT  (+/- 180 meters Scaled)
 DW0343
 DW0343                          SUPERSEDED SURVEY CONTROL
 DW0343
 DW0343  NGVD 29 (??/??/??)   23.509  (m)           77.13   (f) ADJUSTED    2 0
 DW0343
 DW0343.Superseded values are not recommended for survey control.
 DW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0343.See file dsdata.txt to determine how the superseded data were derived.
 DW0343
 DW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS486740(NAD 83)
 DW0343_MARKER: P = PIPE CAP
 DW0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW0343_STAMPING: 77 SB
 DW0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0343
 DW0343  HISTORY     - Date     Condition        Report By
 DW0343  HISTORY     - UNK      MONUMENTED       USGS
 DW0343  HISTORY     - 1949     GOOD             NGS
 DW0343
 DW0343                          STATION DESCRIPTION
 DW0343
 DW0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DW0343'AT IRIS.
 DW0343'AT IRIS, IMPERIAL COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 DW0343'22-1/2 RAILS EAST OF THE STATION SIGN, 15-1/2 RAILS EAST OF
 DW0343'THE SWITCH STAND AT THE EAST END OF A SIDING, 57 FEET WEST OF
 DW0343'A TELEPHONE POLE, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 DW0343'AND 4 FEET SOUTH OF THE ROW OF POLES.  A UNITED STATES GEOLOGICAL
 DW0343'SURVEY STANDARD CAP, STAMPED 77 SB AND RIVETED ON THE TOP OF AN
 DW0343'IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- THIS PIPE IS
 DW0343'SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1837 ***********************************************************************
 HS1837  DESIGNATION -  77 USGS
 HS1837  PID         -  HS1837
 HS1837  STATE/COUNTY-  CA/MERCED
 HS1837  USGS QUAD   -  SAN LUIS RANCH (1987)
 HS1837
 HS1837                         *CURRENT SURVEY CONTROL
 HS1837  ___________________________________________________________________
 HS1837* NAD 83(1986)-  37 13 53.     (N)    120 52 30.     (W)     SCALED    
 HS1837* NAVD 88     -        24.31   (+/-2cm)      79.8    (feet)  VERTCON   
 HS1837  ___________________________________________________________________
 HS1837  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HS1837  VERT ORDER  -  THIRD (See Below)
 HS1837
 HS1837.The horizontal coordinates were scaled from a topographic map and have
 HS1837.an estimated accuracy of +/- 6 seconds.
 HS1837
 HS1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1837.The vertical order pertains to the NGVD 29 superseded value.
 HS1837
 HS1837.The geoid height was determined by GEOID03.
 HS1837
 HS1837;                    North         East    Units  Estimated Accuracy
 HS1837;SPC CA 3     -   581,240.    1,966,720.      MT  (+/- 180 meters Scaled)
 HS1837
 HS1837                          SUPERSEDED SURVEY CONTROL
 HS1837
 HS1837  NGVD 29 (??/??/??)   23.55   (m)           77.3    (f) RESET       3  
 HS1837
 HS1837.Superseded values are not recommended for survey control.
 HS1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1837.See file dsdata.txt to determine how the superseded data were derived.
 HS1837
 HS1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG885226(NAD 83)
 HS1837_MARKER: P = PIPE CAP
 HS1837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1837_STAMPING: 77 1913
 HS1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1837
 HS1837  HISTORY     - Date     Condition        Report By
 HS1837  HISTORY     - 1913     MONUMENTED       USGS
 HS1837  HISTORY     - 1961     GOOD             NGS
 HS1837  HISTORY     - 1972     GOOD             NGS
 HS1837
 HS1837                          STATION DESCRIPTION
 HS1837
 HS1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS1837'8.2 MI SE FROM GUSTINE.
 HS1837'2.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 HS1837'THE STATION AT GUSTINE, THENCE 6.15 MILES EAST ALONG GUN CLUB
 HS1837'ROAD, AT THE FREMONT RANCH, 220 FEET SOUTH OF THE CENTER LINE
 HS1837'OF THE DRIVEWAY TO THE RANCH AND THE EXTENDED CENTER LINE OF
 HS1837'THE ROAD, 61 FEET EAST OF THE CENTER LINE OF THE SAN LUIS
 HS1837'CANAL LEVEE ROAD, 50 FEET NORTHEAST OF A FENCE CORNER, 49 FEET
 HS1837'EAST OF A FENCE, 20 FEET NORTH OF A FENCE, ABOUT LEVEL WITH
 HS1837'THE CANAL ROAD, A BRASS CAP RIVETED ON THE TOP OF A 3 1/2-INCH
 HS1837'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- THIS
 HS1837'MARK IS LEANING SLIGHTLY BUT IT IS SOLID.
 HS1837
 HS1837                          STATION RECOVERY (1972)
 HS1837
 HS1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HS1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0961 ***********************************************************************
 HS0961  DESIGNATION -  77+8164
 HS0961  PID         -  HS0961
 HS0961  STATE/COUNTY-  CA/TUOLUMNE
 HS0961  USGS QUAD   -  MOCCASIN (1987)
 HS0961
 HS0961                         *CURRENT SURVEY CONTROL
 HS0961  ___________________________________________________________________
 HS0961* NAD 83(1986)-  37 48 49.     (N)    120 17 14.     (W)     SCALED    
 HS0961* NAVD 88     -       629.29   (+/-2cm)    2064.6    (feet)  VERTCON   
 HS0961  ___________________________________________________________________
 HS0961  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HS0961  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0961
 HS0961.The horizontal coordinates were scaled from a topographic map and have
 HS0961.an estimated accuracy of +/- 6 seconds.
 HS0961
 HS0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0961.The vertical order pertains to the NGVD 29 superseded value.
 HS0961
 HS0961.The geoid height was determined by GEOID03.
 HS0961
 HS0961;                    North         East    Units  Estimated Accuracy
 HS0961;SPC CA 3     -   645,810.    2,018,740.      MT  (+/- 180 meters Scaled)
 HS0961
 HS0961                          SUPERSEDED SURVEY CONTROL
 HS0961
 HS0961  NGVD 29 (??/??/92)  628.53   (m)         2062.1    (f) COMPUTED    1 2
 HS0961
 HS0961.Superseded values are not recommended for survey control.
 HS0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0961.See file dsdata.txt to determine how the superseded data were derived.
 HS0961
 HS0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG387886(NAD 83)
 HS0961_MARKER: DD = SURVEY DISK
 HS0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0961_SP_SET: ANCHOR BLOCK
 HS0961_STAMPING: E 77+8164
 HS0961_MARK LOGO: HHWS  
 HS0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0961
 HS0961  HISTORY     - Date     Condition        Report By
 HS0961  HISTORY     - UNK      MONUMENTED       HHWS
 HS0961  HISTORY     - 1956     GOOD             CGS
 HS0961
 HS0961                          STATION DESCRIPTION
 HS0961
 HS0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0961'0.6 MI NE FROM MOCCASIN.
 HS0961'0.67 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0961'FROM THE POWERHOUSE AT MOCCASIN, IN THE TOP OF THE THIRTEENTH
 HS0961'CONCRETE ANCHOR BLOCK NORTHEAST OF THE POWERHOUSE (THE FOURTH
 HS0961'ANCHOR BLOCK WEST OF A POINT WHERE THE AQUEDUCT GOES UNDERGROUND),
 HS0961'9.9 FEET WEST OF THE EAST EDGE, 7.6 FEET NORTH OF THE SOUTH
 HS0961'EDGE, AND ABOUT 10 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4561 ***********************************************************************
 HS4561  DESIGNATION -  77+8164
 HS4561  PID         -  HS4561
 HS4561  STATE/COUNTY-  CA/TUOLUMNE
 HS4561  USGS QUAD   -  MOCCASIN (1987)
 HS4561
 HS4561                         *CURRENT SURVEY CONTROL
 HS4561  ___________________________________________________________________
 HS4561* NAD 83(1992)-  37 48 48.61764(N)    120 17 17.23278(W)     ADJUSTED  
 HS4561* NAVD 88     -       629.29   (+/-2cm)    2064.6    (feet)  VERTCON   
 HS4561  ___________________________________________________________________
 HS4561  EPOCH DATE  -        1991.35
 HS4561  LAPLACE CORR-          13.55  (seconds)                    DEFLEC99
 HS4561  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HS4561  HORZ ORDER  -  SECOND
 HS4561  VERT ORDER  -  ? (See Below)
 HS4561
 HS4561.The horizontal coordinates were established by classical geodetic methods
 HS4561.and adjusted by the National Geodetic Survey in March 1994.
 HS4561.The horizontal coordinates are valid at the epoch date displayed above.
 HS4561.The epoch date for horizontal control is a decimal equivalence
 HS4561.of Year/Month/Day.
 HS4561
 HS4561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4561.The vertical order pertains to the NGVD 29 superseded value.
 HS4561
 HS4561.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4561
 HS4561.The geoid height was determined by GEOID03.
 HS4561
 HS4561;                    North         East     Units Scale Factor Converg.
 HS4561;SPC CA 3     -   645,795.293 2,018,655.626   MT  0.99992977   +0 07 47.0
 HS4561;SPC CA 3     - 2,118,746.72  6,622,872.67   sFT  0.99992977   +0 07 47.0
 HS4561;UTM  10      - 4,188,588.437   738,719.834   MT  1.00030196   +1 39 48.3
 HS4561
 HS4561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4561!SPC CA 3     -   0.99990575  x   0.99992977  =   0.99983553
 HS4561!UTM  10      -   0.99990575  x   1.00030196  =   1.00020768
 HS4561
 HS4561|---------------------------------------------------------------------|
 HS4561| PID    Reference Object                     Distance      Geod. Az  |
 HS4561|                                                           dddmmss.s |
 HS4561| HS4560 2059                                  7.067 METERS 02622     |
 HS4561| DA9488 77+8164 RM 1                         35.372 METERS 12745     |
 HS4561| HS4556 MOCCASIN PEAK                       APPROX. 3.6 KM 2550909.2 |
 HS4561|---------------------------------------------------------------------|
 HS4561
 HS4561                          SUPERSEDED SURVEY CONTROL
 HS4561
 HS4561  NAD 83(1986)-  37 48 48.59085(N)    120 17 17.24210(W) AD(1984.00) 2
 HS4561  NAD 27      -  37 48 48.84700(N)    120 17 13.55500(W) AD(       ) 2
 HS4561  NGVD 29 (??/??/92)  628.536  (m)         2062.12   (f) ADJ UNCH    ?  
 HS4561
 HS4561.Superseded values are not recommended for survey control.
 HS4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4561.See file dsdata.txt to determine how the superseded data were derived.
 HS4561
 HS4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3872088588(NAD 83)
 HS4561_MARKER: DD = SURVEY DISK
 HS4561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS4561_STAMPING: E 77+8164
 HS4561_MARK LOGO: HHWS  
 HS4561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS4561
 HS4561  HISTORY     - Date     Condition        Report By
 HS4561  HISTORY     - UNK      MONUMENTED       HHWS
 HS4561
 HS4561                          STATION DESCRIPTION
 HS4561
 HS4561'DESCRIBED BY HETCH HETCHY WATER SUPPLY DISTRICT UNK (NES)
 HS4561'THE STATION IS LOCATED ON THE LARGE CONCRETE ANCHOR BLOCK OF THE
 HS4561'PENSTOCK ON THE BROW OF THE RIDGE OVERLOOKING MOCCASIN POWER
 HS4561'HOUSE.  IT IS ABOUT 1/2 MILE EAST-NORTHEAST OF MOCCASIN,
 HS4561'4 MILES SOUTHWEST OF GROVELAND AND 8-1/2 MILES NORTHWEST OF
 HS4561'COULTERVILLE.
 HS4561'
 HS4561'TO REACH STATION FROM THE POSTOFFICE IN BIG OAK FLAT, GO WEST ON
 HS4561'STATE HIGHWAY 120 FOR 1.05 MILE TO PRIEST STATION AND JUNCTION.
 HS4561'TAKE MIDDLE ROAD TOWARD MOCCASIN AND GO ABOUT 100 FEET, GO LEFT,
 HS4561'UPHILL AND GO 0.9 MILE TO FORK, TAKE LEFT FORK AND GO 0.2 MILE,
 HS4561'ON SOUTH SIDE OF PENSTOCK TO FORK, TAKE RIGHT FORK AND GO
 HS4561'0.2 MILE TO TOP OF BARE HILL AND CONCRETE ANCHOR FOR PENSTOCK.
 HS4561'THE STATION IS A CITY OF SAN FRANCISCO HETCH HETCHY WATER DEPT.
 HS4561'MARK SET FLUSH IN TOP OF PENSTOCK, STAMPED---77 + 8164---.
 HS4561'
 HS4561'R.M. NO. 1 IS 1 FOOT NORTH OF TELEVISION ANTENNA AND 24.6 FEET
 HS4561'SOUTH OF ROAD TO PENSTOCK.  THE DISK IS
 HS4561'STAMPED---77 + 8164 NO 1 1956---, AND IS SET FLUSH.
 HS4561'
 HS4561'B.M. 2059 932 WAS USED IN LIEU OF R.M. NO. 2.  IT IS A CITY OF
 HS4561'SAN FRANCISCO HETCH HETCHY WATER DEPT. MARK AND IS SET FLUSH IN
 HS4561'TOP OF CONCRETE PENSTOCK ANCHOR.  IT IS
 HS4561'STAMPED---BM ELEV 2059 932---.
 HS4561'
 HS4561'NO AZIMUTH MARK WAS SET AT THIS STATION.  MOCCASIN USFS MAY
 HS4561'BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0962 ***********************************************************************
 HS0962  DESIGNATION -  77+8164 RM 1
 HS0962  PID         -  HS0962
 HS0962  STATE/COUNTY-  CA/TUOLUMNE
 HS0962  USGS QUAD   -  MOCCASIN (1987)
 HS0962
 HS0962                         *CURRENT SURVEY CONTROL
 HS0962  ___________________________________________________________________
 HS0962* NAD 83(1986)-  37 48 48.     (N)    120 17 13.     (W)     SCALED    
 HS0962* NAVD 88     -       630.55   (+/-2cm)    2068.7    (feet)  VERTCON   
 HS0962  ___________________________________________________________________
 HS0962  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HS0962  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0962
 HS0962.The horizontal coordinates were scaled from a topographic map and have
 HS0962.an estimated accuracy of +/- 6 seconds.
 HS0962
 HS0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0962.The vertical order pertains to the NGVD 29 superseded value.
 HS0962
 HS0962.The geoid height was determined by GEOID03.
 HS0962
 HS0962;                    North         East    Units  Estimated Accuracy
 HS0962;SPC CA 3     -   645,780.    2,018,760.      MT  (+/- 180 meters Scaled)
 HS0962
 HS0962                          SUPERSEDED SURVEY CONTROL
 HS0962
 HS0962  NGVD 29 (??/??/92)  629.798  (m)         2066.26   (f) ADJ UNCH    1 2
 HS0962
 HS0962.Superseded values are not recommended for survey control.
 HS0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0962.See file dsdata.txt to determine how the superseded data were derived.
 HS0962
 HS0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG388885(NAD 83)
 HS0962_MARKER: DR = REFERENCE MARK DISK
 HS0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS0962_STAMPING: 77 + 8164 NO 1 1956
 HS0962_MARK LOGO: CGS   
 HS0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS0962+STABILITY: SURFACE MOTION
 HS0962
 HS0962  HISTORY     - Date     Condition        Report By
 HS0962  HISTORY     - 1956     MONUMENTED       CGS
 HS0962
 HS0962                          STATION DESCRIPTION
 HS0962
 HS0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0962'0.6 MI NE FROM MOCCASIN.
 HS0962'0.67 MILE NORTHEAST ALONG THE PENSTOCK (HETCH HETCHY AQUEDUCT)
 HS0962'FROM THE POWERHOUSE AT MOCCASIN, 103.8 FEET SOUTHEAST OF THE
 HS0962'SOUTHEAST CORNER OF THE THIRTEENTH CONCRETE ANCHOR BLOCK NORTHEAST
 HS0962'OF THE POWER HOUSE, 1.1 FEET NORTHEAST OF THE SECOND POLE
 HS0962'SOUTHEAST OF THE NORTHWEST END OF FIVE POLES SUPPORTING
 HS0962'TELEVISION ANTENNAS, 1.0 FEET SOUTHWEST OF A WITNESS POST, AND
 HS0962'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0754 ***********************************************************************
 GT0754  DESIGNATION -  77.06
 GT0754  PID         -  GT0754
 GT0754  STATE/COUNTY-  CA/TULARE
 GT0754  USGS QUAD   -  ROCKY HILL (1969)
 GT0754
 GT0754                         *CURRENT SURVEY CONTROL
 GT0754  ___________________________________________________________________
 GT0754* NAD 83(1986)-  36 18 10.     (N)    119 06 33.     (W)     SCALED    
 GT0754* NAVD 88     -       129.81   (+/-2cm)     425.9    (feet)  VERTCON   
 GT0754  ___________________________________________________________________
 GT0754  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 GT0754  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0754
 GT0754.The horizontal coordinates were scaled from a topographic map and have
 GT0754.an estimated accuracy of +/- 6 seconds.
 GT0754
 GT0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0754.The vertical order pertains to the NGVD 29 superseded value.
 GT0754
 GT0754.The geoid height was determined by GEOID03.
 GT0754
 GT0754;                    North         East    Units  Estimated Accuracy
 GT0754;SPC CA 4     -   607,580.    1,990,200.      MT  (+/- 180 meters Scaled)
 GT0754
 GT0754                          SUPERSEDED SURVEY CONTROL
 GT0754
 GT0754  NGVD 29 (??/??/92)  128.975  (m)          423.15   (f) ADJ UNCH    1 1
 GT0754
 GT0754.Superseded values are not recommended for survey control.
 GT0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0754.See file dsdata.txt to determine how the superseded data were derived.
 GT0754
 GT0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA106195(NAD 83)
 GT0754_MARKER: DD = SURVEY DISK
 GT0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0754_SP_SET: SIPHON
 GT0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0754
 GT0754  HISTORY     - Date     Condition        Report By
 GT0754  HISTORY     - UNK      MONUMENTED       BOR
 GT0754  HISTORY     - 1972     GOOD             NGS
 GT0754
 GT0754                          STATION DESCRIPTION
 GT0754
 GT0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT0754'1.5 MI E FROM EXETER.
 GT0754'1.5 MILES EAST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE
 GT0754'CROSSING OF KAWEAH AVENUE AT EXETER, AT THE CROSSING OF
 GT0754'FRIANT-KERN CANAL, IN THE TOP OF THE CENTER OF THE SOUTHEAST
 GT0754'CONCRETE HEAD WALL OF SIPHON 77.06, 51 FEET SOUTHEAST OF THE
 GT0754'SOUTHEAST RAIL, AND ABOUT 10 FEET HIGHER THAN THE TRACK.
 GT0754'NOTE-- A FENCE OBSTRUCTS THE MARK, THE ROD WAS HELD OVER THE
 GT0754'LETTERS EC OF THE WORK RECLAMATION DURING THE 1972 RELEVELING.
 GT0754'SEC 1, T19S, R26E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0233 ***********************************************************************
 HS0233  DESIGNATION -  77.936
 HS0233  PID         -  HS0233
 HS0233  STATE/COUNTY-  CA/STANISLAUS
 HS0233  USGS QUAD   -  SALIDA (1987)
 HS0233
 HS0233                         *CURRENT SURVEY CONTROL
 HS0233  ___________________________________________________________________
 HS0233* NAD 83(1986)-  37 41 01.     (N)    121 03 16.     (W)     SCALED    
 HS0233* NAVD 88     -        24.41   (+/-2cm)      80.1    (feet)  VERTCON   
 HS0233  ___________________________________________________________________
 HS0233  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 HS0233  VERT ORDER  -  THIRD (See Below)
 HS0233
 HS0233.The horizontal coordinates were scaled from a topographic map and have
 HS0233.an estimated accuracy of +/- 6 seconds.
 HS0233
 HS0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0233.The vertical order pertains to the NGVD 29 superseded value.
 HS0233
 HS0233.The geoid height was determined by GEOID03.
 HS0233
 HS0233;                    North         East    Units  Estimated Accuracy
 HS0233;SPC CA 3     -   631,500.    1,951,100.      MT  (+/- 180 meters Scaled)
 HS0233
 HS0233                          SUPERSEDED SURVEY CONTROL
 HS0233
 HS0233  NGVD 29 (??/??/??)   23.70   (m)           77.8    (f) RESET       3  
 HS0233
 HS0233.Superseded values are not recommended for survey control.
 HS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0233.See file dsdata.txt to determine how the superseded data were derived.
 HS0233
 HS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG715724(NAD 83)
 HS0233_MARKER: P = PIPE CAP
 HS0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0233_STAMPING: 77.936 B 1901
 HS0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0233
 HS0233  HISTORY     - Date     Condition        Report By
 HS0233  HISTORY     - 1901     MONUMENTED       USGS
 HS0233  HISTORY     - 1935     GOOD             NGS
 HS0233  HISTORY     - 1987     MARK NOT FOUND   NGS
 HS0233
 HS0233                          STATION DESCRIPTION
 HS0233
 HS0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS0233'2.2 MI SE FROM SALIDA.
 HS0233'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS0233'THE STATION AT SALIDA, STANISLAUS COUNTY, 720 FEET SOUTHEAST OF
 HS0233'BLOCK SIGNAL 1086, 240 FEET NORTHWEST OF CONCRETE HIGHWAY BRIDGE
 HS0233'4 B-3803, 47 FEET NORTHEAST OF THE TRACK, 32 FEET SOUTHWEST OF THE
 HS0233'CENTERLINE OF U.S. HIGHWAY 99, AND AT THE RIGHT-OF-WAY FENCE.
 HS0233'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 77.936 B
 HS0233'1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 HS0233'1.5 FEET ABOVE GROUND.
 HS0233
 HS0233                          STATION RECOVERY (1987)
 HS0233
 HS0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0233'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2650 ***********************************************************************
 EV2650  DESIGNATION -  7704.72
 EV2650  PID         -  EV2650
 EV2650  STATE/COUNTY-  CA/LOS ANGELES
 EV2650  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV2650
 EV2650                         *CURRENT SURVEY CONTROL
 EV2650  ___________________________________________________________________
 EV2650* NAD 83(1986)-  34 21 31.     (N)    117 47 55.     (W)     SCALED    
 EV2650* NAVD 88     -      2352.307  (meters)    7717.53   (feet)  READJUSTED
 EV2650  ___________________________________________________________________
 EV2650  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 EV2650  DYNAMIC HT  -        2348.950 (meters)    7706.51  (feet)  COMP
 EV2650  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 EV2650  OBS GRAVITY -     979,116.9   (mgal)                       GRAV_OBS
 EV2650
 EV2650  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2650
 EV2650.The horizontal coordinates were scaled from a topographic map and have
 EV2650.an estimated accuracy of +/- 6 seconds.
 EV2650
 EV2650.The orthometric height was determined by differential leveling
 EV2650.and adjusted in February 1993.
 EV2650.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2650.distribution rate of 0.0 thru 1.0 mm/km.
 EV2650.The height was derived from older observations constrained to new
 EV2650.heights in a crustal motion area.  The height is approximate in
 EV2650.relation to other heights in its vicinity.
 EV2650
 EV2650.The geoid height was determined by GEOID03.
 EV2650
 EV2650.The dynamic height is computed by dividing the NAVD 88
 EV2650.geopotential number by the normal gravity value computed on the
 EV2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2650.degrees latitude (g = 980.6199 gals.).
 EV2650
 EV2650.The modeled gravity was interpolated from observed gravity values.
 EV2650.The observed gravity was obtained from relative gravimeter ties
 EV2650.to the IGSN71 gravity network.
 EV2650
 EV2650;                    North         East    Units  Estimated Accuracy
 EV2650;SPC CA 5     -   595,260.    2,018,530.      MT  (+/- 180 meters Scaled)
 EV2650
 EV2650                          SUPERSEDED SURVEY CONTROL
 EV2650
 EV2650  NGVD 29 (??/??/92) 2351.126  (m)         7713.65   (f) ADJ UNCH    1 1
 EV2650
 EV2650.Superseded values are not recommended for survey control.
 EV2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2650.See file dsdata.txt to determine how the superseded data were derived.
 EV2650
 EV2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU265022(NAD 83)
 EV2650_MARKER: DD = SURVEY DISK
 EV2650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV2650_SP_SET: CULVERT
 EV2650_STAMPING: ELEV 7704.72
 EV2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV2650
 EV2650  HISTORY     - Date     Condition        Report By
 EV2650  HISTORY     - UNK      MONUMENTED       CADH
 EV2650  HISTORY     - 1962     GOOD             NGS
 EV2650  HISTORY     - 1971     GOOD             NGS
 EV2650  HISTORY     - 1977     GOOD             NGS
 EV2650
 EV2650                          STATION DESCRIPTION
 EV2650
 EV2650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EV2650'9.9 MI W FROM BIG PINES.
 EV2650'9.9 MILES WEST ALONG STATE HIGHWAY 2 FROM THE RANGER STATION AT
 EV2650'BIG PINES, IN THE TOP AND 12.7 FEET NORTH OF THE SOUTH END OF
 EV2650'THE WEST HEADWALL OF 36-INCH ARCH CULVERT D-307+22, 29 FEET WEST
 EV2650'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT HIGHER THAN THE
 EV2650'HIGHWAY.
 EV2650
 EV2650                          STATION RECOVERY (1971)
 EV2650
 EV2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EV2650'RECOVERED IN GOOD CONDITION.
 EV2650
 EV2650                          STATION RECOVERY (1977)
 EV2650
 EV2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0337 ***********************************************************************
 HR0337  DESIGNATION -  7723=B 14
 HR0337  PID         -  HR0337
 HR0337  STATE/COUNTY-  CA/MONO
 HR0337  USGS QUAD   -  CRESTVIEW (1994)
 HR0337
 HR0337                         *CURRENT SURVEY CONTROL
 HR0337  ___________________________________________________________________
 HR0337* NAD 83(1986)-  37 45 39.     (N)    118 59 35.     (W)     SCALED    
 HR0337* NAVD 88     -      2356.766  (meters)    7732.16   (feet)  POSTED    
 HR0337  ___________________________________________________________________
 HR0337  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 HR0337  DYNAMIC HT  -        2353.750 (meters)    7722.26  (feet)  COMP
 HR0337  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 HR0337
 HR0337  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HR0337
 HR0337.The horizontal coordinates were scaled from a topographic map and have
 HR0337.an estimated accuracy of +/- 6 seconds.
 HR0337
 HR0337.The orthometric height was determined by differential leveling
 HR0337.and adjusted in October 2003.
 HR0337.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HR0337.was located on a no-check spur therefore a value was not computed.
 HR0337.No vertical observational check was made to the station.
 HR0337
 HR0337.The geoid height was determined by GEOID03.
 HR0337
 HR0337.The dynamic height is computed by dividing the NAVD 88
 HR0337.geopotential number by the normal gravity value computed on the
 HR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0337.degrees latitude (g = 980.6199 gals.).
 HR0337
 HR0337.The modeled gravity was interpolated from observed gravity values.
 HR0337
 HR0337;                    North         East    Units  Estimated Accuracy
 HR0337;SPC CA 3     -   641,000.    2,132,770.      MT  (+/- 180 meters Scaled)
 HR0337
 HR0337                          SUPERSEDED SURVEY CONTROL
 HR0337
 HR0337  NGVD 29 (??/??/92) 2355.262  (m)         7727.22   (f) ADJ UNCH    1 2
 HR0337
 HR0337.Superseded values are not recommended for survey control.
 HR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0337.See file dsdata.txt to determine how the superseded data were derived.
 HR0337
 HR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB244811(NAD 83)
 HR0337_MARKER: DD = SURVEY DISK
 HR0337_SETTING: 80 = SET IN A BOULDER
 HR0337_SP_SET: BOULDER
 HR0337_STAMPING: 7723 B 1905 B 14
 HR0337_MARK LOGO: USGS  
 HR0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0337
 HR0337  HISTORY     - Date     Condition        Report By
 HR0337  HISTORY     - 1905     MONUMENTED       USGS
 HR0337  HISTORY     - 1957     GOOD             NGS
 HR0337  HISTORY     - 1986     GOOD             NGS
 HR0337
 HR0337                          STATION DESCRIPTION
 HR0337
 HR0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0337'0.9 MI NW FROM CRESTVIEW.
 HR0337'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE CALIFORNIA
 HR0337'DIVISION OF HIGHWAYS MAINTENANCE STATION AT CRESTVIEW, ON
 HR0337'DEADMAN HILL, AT THE BOTTOM OF A CANYON, 0.1 MILE SOUTHEAST OF THE
 HR0337'HEAD OF THE CANYON, IN THE TOP OF A LARGE GRANITE BOULDER, 141
 HR0337'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 105.7 FEET
 HR0337'SOUTHEAST OF THE SOUTHEAST END OF 18-INCH CORRUGATED METAL PIPE
 HR0337'CULVERT F-70 + 00, AND ABOUT 40 FEET LOWER THAN THE HIGHWAY.
 HR0337
 HR0337                          STATION RECOVERY (1986)
 HR0337
 HR0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0337'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.44 KM (2.76
 HR0337'MI) NORTHEAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN JUNE
 HR0337'LAKE, THENCE 8.23 KM (5.11 MI) SOUTH ALONG US HIGHWAY 395, 0.22 KM
 HR0337'(0.14 MI) SOUTHEAST ALONG THE BOTTOM OF A WASH FROM BENCH MARK K,
 HR0337'0.25 KM (0.16 MI) NORTHWEST ALONG US HIGHWAY 395 FROM BENCH MARK B
 HR0337'1383, 40.0 METERS (130 FT) SOUTHWEST AND DOWN-HILL FROM THE HIGHWAY
 HR0337'CENTERLINE (SLOPE DISTANT) AND 20.0 METERS (65 FT) NORTHEAST OF A
 HR0337'3-WIRE POWER LINE AND A GRAVEL ROAD.  NOT LEVELED TO DURING THIS
 HR0337'SURVEY.
 HR0337'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 HR0337'THE MARK IS 10.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0338 ***********************************************************************
 HR0338  DESIGNATION -  7731.6
 HR0338  PID         -  HR0338
 HR0338  STATE/COUNTY-  CA/MONO
 HR0338  USGS QUAD   -  CRESTVIEW (1994)
 HR0338
 HR0338                         *CURRENT SURVEY CONTROL
 HR0338  ___________________________________________________________________
 HR0338* NAD 83(1986)-  37 45 36.     (N)    118 59 31.     (W)     SCALED    
 HR0338* NAVD 88     -      2357.929  (meters)    7735.97   (feet)  POSTED    
 HR0338  ___________________________________________________________________
 HR0338  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 HR0338  DYNAMIC HT  -        2354.910 (meters)    7726.07  (feet)  COMP
 HR0338  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 HR0338
 HR0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HR0338
 HR0338.The horizontal coordinates were scaled from a topographic map and have
 HR0338.an estimated accuracy of +/- 6 seconds.
 HR0338
 HR0338.The orthometric height was determined by differential leveling
 HR0338.and adjusted in October 2003.
 HR0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HR0338.rate of 0.0 thru 1.0 mm/km.
 HR0338
 HR0338.The geoid height was determined by GEOID03.
 HR0338
 HR0338.The dynamic height is computed by dividing the NAVD 88
 HR0338.geopotential number by the normal gravity value computed on the
 HR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0338.degrees latitude (g = 980.6199 gals.).
 HR0338
 HR0338.The modeled gravity was interpolated from observed gravity values.
 HR0338
 HR0338;                    North         East    Units  Estimated Accuracy
 HR0338;SPC CA 3     -   640,910.    2,132,870.      MT  (+/- 180 meters Scaled)
 HR0338
 HR0338                          SUPERSEDED SURVEY CONTROL
 HR0338
 HR0338  NGVD 29 (??/??/92) 2356.433  (m)         7731.06   (f) ADJ UNCH    1 2
 HR0338
 HR0338.Superseded values are not recommended for survey control.
 HR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0338.See file dsdata.txt to determine how the superseded data were derived.
 HR0338
 HR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB245810(NAD 83)
 HR0338_MARKER: Z = SEE DESCRIPTION
 HR0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HR0338_SP_SET: CULVERT
 HR0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0338
 HR0338  HISTORY     - Date     Condition        Report By
 HR0338  HISTORY     - UNK      MONUMENTED       DOD
 HR0338  HISTORY     - 1957     GOOD             NGS
 HR0338  HISTORY     - 1986     MARK NOT FOUND   NGS
 HR0338
 HR0338                          STATION DESCRIPTION
 HR0338
 HR0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0338'0.8 MI NW FROM CRESTVIEW.
 HR0338'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE CALIFORNIA
 HR0338'DIVISION OF HIGHWAYS MAINTENANCE STATION AT CRESTVIEW, ON
 HR0338'DEADMAN HILL, AT 18-INCH CORRUGATED METAL PIPE CULVERT F-64 + 00,
 HR0338'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL,
 HR0338'15 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 HR0338'LOWER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS
 HR0338'AND NUMBERS U.S.B.M. 7731.6.
 HR0338
 HR0338                          STATION RECOVERY (1986)
 HR0338
 HR0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0338'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0175 ***********************************************************************
 KT0175  DESIGNATION -  777 SVIP
 KT0175  PID         -  KT0175
 KT0175  STATE/COUNTY-  CA/GLENN
 KT0175  USGS QUAD   -  GLENN (1969)
 KT0175
 KT0175                         *CURRENT SURVEY CONTROL
 KT0175  ___________________________________________________________________
 KT0175* NAD 83(1986)-  39 31 19.     (N)    122 02 44.     (W)     SCALED    
 KT0175* NAVD 88     -        28.54   (+/-2cm)      93.6    (feet)  VERTCON   
 KT0175  ___________________________________________________________________
 KT0175  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 KT0175  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0175
 KT0175.The horizontal coordinates were scaled from a topographic map and have
 KT0175.an estimated accuracy of +/- 6 seconds.
 KT0175
 KT0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0175.The vertical order pertains to the NGVD 29 superseded value.
 KT0175
 KT0175.The geoid height was determined by GEOID03.
 KT0175
 KT0175;                    North         East    Units  Estimated Accuracy
 KT0175;SPC CA 2     -   705,950.    1,996,080.      MT  (+/- 180 meters Scaled)
 KT0175
 KT0175                          SUPERSEDED SURVEY CONTROL
 KT0175
 KT0175  NGVD 29 (??/??/92)   27.812  (m)           91.25   (f) ADJ UNCH    1 2
 KT0175
 KT0175.Superseded values are not recommended for survey control.
 KT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0175.See file dsdata.txt to determine how the superseded data were derived.
 KT0175
 KT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ820751(NAD 83)
 KT0175_MARKER: DD = SURVEY DISK
 KT0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0175_SP_SET: CULVERT
 KT0175_STAMPING: 777
 KT0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0175
 KT0175  HISTORY     - Date     Condition        Report By
 KT0175  HISTORY     - UNK      MONUMENTED       SVIP
 KT0175  HISTORY     - 1949     GOOD             NGS
 KT0175
 KT0175                          STATION DESCRIPTION
 KT0175
 KT0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KT0175'1.6 MI W FROM GLENN.
 KT0175'1.6 MILES WEST ALONG STATE HIGHWAY 45 FROM THE GLENN DISTRICT
 KT0175'SCHOOL AT GLENN, ABOUT 50 YARDS EAST OF THE CENTER OF THE
 KT0175'JUNCTION OF A GRAVELED ROAD LEADING NORTH, AT A LARGE CONCRETE
 KT0175'CULVERT OVER AN IRRIGATION CANAL, IN THE TOP OF THE APPROXIMATE
 KT0175'CENTER OF THE NORTH HEAD WALL, 10.5 FEET NORTH OF THE CENTER
 KT0175'LINE OF THE HIGHWAY, AND ABOUT 0.3 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0562 ***********************************************************************
 DC0562  DESIGNATION -  778.5 USGS
 DC0562  PID         -  DC0562
 DC0562  STATE/COUNTY-  CA/SAN DIEGO
 DC0562  USGS QUAD   -  TULE SPRINGS (1988)
 DC0562
 DC0562                         *CURRENT SURVEY CONTROL
 DC0562  ___________________________________________________________________
 DC0562* NAD 83(1986)-  32 57 36.     (N)    116 45 00.     (W)     SCALED    
 DC0562* NAVD 88     -       238.09   (+/-2cm)     781.1    (feet)  VERTCON   
 DC0562  ___________________________________________________________________
 DC0562  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DC0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0562
 DC0562.The horizontal coordinates were scaled from a topographic map and have
 DC0562.an estimated accuracy of +/- 6 seconds.
 DC0562
 DC0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0562.The vertical order pertains to the NGVD 29 superseded value.
 DC0562
 DC0562.The geoid height was determined by GEOID03.
 DC0562
 DC0562;                    North         East    Units  Estimated Accuracy
 DC0562;SPC CA 6     -   588,100.    1,953,250.      MT  (+/- 180 meters Scaled)
 DC0562
 DC0562                          SUPERSEDED SURVEY CONTROL
 DC0562
 DC0562  NGVD 29 (??/??/??)  237.433  (m)          778.98   (f) ADJUSTED    2 0
 DC0562
 DC0562.Superseded values are not recommended for survey control.
 DC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0562.See file dsdata.txt to determine how the superseded data were derived.
 DC0562
 DC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS233468(NAD 83)
 DC0562_MARKER: Q = CHISELED SQUARE
 DC0562_SETTING: 80 = SET IN A BOULDER
 DC0562_SP_SET: BOULDER
 DC0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0562+STABILITY: SURFACE MOTION
 DC0562
 DC0562  HISTORY     - Date     Condition        Report By
 DC0562  HISTORY     - UNK      MONUMENTED       USGS
 DC0562  HISTORY     - 1944     GOOD             NGS
 DC0562
 DC0562                          STATION DESCRIPTION
 DC0562
 DC0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0562'1 MI SE FROM SAN DIEGO DIVERSION DAM.
 DC0562'ABOUT 1.0 MILE SOUTHEAST ALONG A TRAIL LEADING FROM SAN DIEGO
 DC0562'DIVERSION DAM TO CONEJOS ROAD FROM THE DIVERSION DAM, AT THE
 DC0562'SUMMIT OF A LOW RIDGE WHERE IT IS CROSSED BY THE TRAIL, 250
 DC0562'FEET SOUTH OF THE CENTER OF SAN DIEGO RIVER, 22 FEET NORTH OF THE
 DC0562'CENTER OF THE TRAIL.  A CHISELED SQUARE IN A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9201 ***********************************************************************
 JT9201  DESIGNATION -  78 2
 JT9201  PID         -  JT9201
 JT9201  STATE/COUNTY-  CA/NAPA
 JT9201  USGS QUAD   -  NAPA (1980)
 JT9201
 JT9201                         *CURRENT SURVEY CONTROL
 JT9201  ___________________________________________________________________
 JT9201* NAD 83(1986)-  38 17 18.     (N)    122 17 10.     (W)     SCALED    
 JT9201* NAVD 88     -         4.10   (+/-2cm)      13.5    (feet)  VERTCON   
 JT9201  ___________________________________________________________________
 JT9201  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9201  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9201
 JT9201.The horizontal coordinates were scaled from a topographic map and have
 JT9201.an estimated accuracy of +/- 6 seconds.
 JT9201
 JT9201.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9201.The vertical order pertains to the NGVD 29 superseded value.
 JT9201
 JT9201.The geoid height was determined by GEOID03.
 JT9201
 JT9201;                    North         East    Units  Estimated Accuracy
 JT9201;SPC CA 2     -   569,050.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9201
 JT9201                          SUPERSEDED SURVEY CONTROL
 JT9201
 JT9201  NGVD 29 (??/??/92)    3.32   (m)           10.9    (f) COMPUTED    2 2
 JT9201
 JT9201.Superseded values are not recommended for survey control.
 JT9201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9201.See file dsdata.txt to determine how the superseded data were derived.
 JT9201
 JT9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624380(NAD 83)
 JT9201_MARKER: DD = SURVEY DISK
 JT9201_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JT9201+WITH SETTING: PAVEMENT
 JT9201_SP_SET: LIGHT BASE
 JT9201_MARK LOGO: CA2330
 JT9201_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9201+STABILITY: SURFACE MOTION
 JT9201
 JT9201  HISTORY     - Date     Condition        Report By
 JT9201  HISTORY     - 1971     MONUMENTED       CA2330
 JT9201
 JT9201                          STATION DESCRIPTION
 JT9201
 JT9201'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9201'ALONG COOMBS STREET, 100 FT (30.5 M) SOUTH OF ELM STREET, ON WEST
 JT9201'SIDE, A BRASS CAP ON LIGHT POLE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9202 ***********************************************************************
 JT9202  DESIGNATION -  78 A
 JT9202  PID         -  JT9202
 JT9202  STATE/COUNTY-  CA/NAPA
 JT9202  USGS QUAD   -  NAPA (1980)
 JT9202
 JT9202                         *CURRENT SURVEY CONTROL
 JT9202  ___________________________________________________________________
 JT9202* NAD 83(1986)-  38 17 12.     (N)    122 17 16.     (W)     SCALED    
 JT9202* NAVD 88     -         3.86   (+/-2cm)      12.7    (feet)  VERTCON   
 JT9202  ___________________________________________________________________
 JT9202  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JT9202  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9202
 JT9202.The horizontal coordinates were scaled from a topographic map and have
 JT9202.an estimated accuracy of +/- 6 seconds.
 JT9202
 JT9202.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9202.The vertical order pertains to the NGVD 29 superseded value.
 JT9202
 JT9202.The geoid height was determined by GEOID03.
 JT9202
 JT9202;                    North         East    Units  Estimated Accuracy
 JT9202;SPC CA 2     -   568,870.    1,974,820.      MT  (+/- 180 meters Scaled)
 JT9202
 JT9202                          SUPERSEDED SURVEY CONTROL
 JT9202
 JT9202  NGVD 29 (??/??/92)    3.09   (m)           10.1    (f) COMPUTED    2 2
 JT9202
 JT9202.Superseded values are not recommended for survey control.
 JT9202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9202.See file dsdata.txt to determine how the superseded data were derived.
 JT9202
 JT9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH622378(NAD 83)
 JT9202_MARKER: DD = SURVEY DISK
 JT9202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9202_SP_SET: CONCRETE POST
 JT9202_MARK LOGO: CA2330
 JT9202_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9202+STABILITY: SURFACE MOTION
 JT9202
 JT9202  HISTORY     - Date     Condition        Report By
 JT9202  HISTORY     - 1971     MONUMENTED       CA2330
 JT9202
 JT9202                          STATION DESCRIPTION
 JT9202
 JT9202'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9202'ALONG SPRUCE, 10 FT (3.0 M) WEST OF CENTERLINE OF COOMBS ROAD, A WELL
 JT9202'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9203 ***********************************************************************
 JT9203  DESIGNATION -  78 B
 JT9203  PID         -  JT9203
 JT9203  STATE/COUNTY-  CA/NAPA
 JT9203  USGS QUAD   -  NAPA (1980)
 JT9203
 JT9203                         *CURRENT SURVEY CONTROL
 JT9203  ___________________________________________________________________
 JT9203* NAD 83(1986)-  38 17 42.     (N)    122 17 04.     (W)     SCALED    
 JT9203* NAVD 88     -         4.89   (+/-2cm)      16.0    (feet)  VERTCON   
 JT9203  ___________________________________________________________________
 JT9203  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JT9203  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9203
 JT9203.The horizontal coordinates were scaled from a topographic map and have
 JT9203.an estimated accuracy of +/- 6 seconds.
 JT9203
 JT9203.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9203.The vertical order pertains to the NGVD 29 superseded value.
 JT9203
 JT9203.The geoid height was determined by GEOID03.
 JT9203
 JT9203;                    North         East    Units  Estimated Accuracy
 JT9203;SPC CA 2     -   569,790.    1,975,120.      MT  (+/- 180 meters Scaled)
 JT9203
 JT9203                          SUPERSEDED SURVEY CONTROL
 JT9203
 JT9203  NGVD 29 (??/??/92)    4.12   (m)           13.5    (f) COMPUTED    2 2
 JT9203
 JT9203.Superseded values are not recommended for survey control.
 JT9203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9203.See file dsdata.txt to determine how the superseded data were derived.
 JT9203
 JT9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625387(NAD 83)
 JT9203_MARKER: DD = SURVEY DISK
 JT9203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9203_SP_SET: CONCRETE POST
 JT9203_MARK LOGO: CA2330
 JT9203_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9203+STABILITY: SURFACE MOTION
 JT9203
 JT9203  HISTORY     - Date     Condition        Report By
 JT9203  HISTORY     - 1971     MONUMENTED       CA2330
 JT9203
 JT9203                          STATION DESCRIPTION
 JT9203
 JT9203'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9203'AT INTERSECTION OF COOMBS AND DIVISION STREETS, ON EAST SIDE, A WELL
 JT9203'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5815 ***********************************************************************
 EW5815  DESIGNATION -  78 FMK USGS
 EW5815  PID         -  EW5815
 EW5815  STATE/COUNTY-  CA/VENTURA
 EW5815  USGS QUAD   -  VENTURA (1967)
 EW5815
 EW5815                         *CURRENT SURVEY CONTROL
 EW5815  ___________________________________________________________________
 EW5815* NAD 83(1986)-  34 21 43.     (N)    119 18 34.     (W)     SCALED    
 EW5815* NAVD 88     -        85.347  (meters)     280.01   (feet)  READJUSTED
 EW5815  ___________________________________________________________________
 EW5815  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EW5815  DYNAMIC HT  -          85.260 (meters)     279.72  (feet)  COMP
 EW5815  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 EW5815  OBS GRAVITY -     979,590.8   (mgal)                       GRAV_OBS
 EW5815
 EW5815  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5815
 EW5815.The horizontal coordinates were scaled from a topographic map and have
 EW5815.an estimated accuracy of +/- 6 seconds.
 EW5815
 EW5815.The orthometric height was determined by differential leveling
 EW5815.and adjusted in February 1993.
 EW5815.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5815.distribution rate of 0.0 thru 1.0 mm/km.
 EW5815.The height was derived from older observations constrained to new
 EW5815.heights in a crustal motion area.  The height is approximate in
 EW5815.relation to other heights in its vicinity.
 EW5815
 EW5815.The geoid height was determined by GEOID03.
 EW5815
 EW5815.The dynamic height is computed by dividing the NAVD 88
 EW5815.geopotential number by the normal gravity value computed on the
 EW5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5815.degrees latitude (g = 980.6199 gals.).
 EW5815
 EW5815.The modeled gravity was interpolated from observed gravity values.
 EW5815.The observed gravity was obtained from relative gravimeter ties
 EW5815.to the IGSN71 gravity network.
 EW5815
 EW5815;                    North         East    Units  Estimated Accuracy
 EW5815;SPC CA 5     -   596,400.    1,879,550.      MT  (+/- 180 meters Scaled)
 EW5815
 EW5815                          SUPERSEDED SURVEY CONTROL
 EW5815
 EW5815  NGVD 29 (??/??/92)   84.585  (m)          277.51   (f) ADJ UNCH    1 1
 EW5815
 EW5815.Superseded values are not recommended for survey control.
 EW5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5815.See file dsdata.txt to determine how the superseded data were derived.
 EW5815
 EW5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU876047(NAD 83)
 EW5815_MARKER: DB = BENCH MARK DISK
 EW5815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5815_SP_SET: HEAD WALL
 EW5815_STAMPING: 78 FMK 1973
 EW5815
 EW5815  HISTORY     - Date     Condition        Report By
 EW5815  HISTORY     - UNK      MONUMENTED
 EW5815  HISTORY     - 1977     GOOD             NGS
 EW5815
 EW5815                          STATION DESCRIPTION
 EW5815
 EW5815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5815'7.3 MI NORTH FROM VENTURA.
 EW5815'0.95 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5815'THENCE 5.95 MILES NORTH ALONG VENTURA AVENUE, THENCE 0.45 MILE NORTH
 EW5815'ALONG STATE HIGHWAY 33, AT MILE POST 6.26, AT THE Y-JUNCTION OF A
 EW5815'PAVED ROAD LEADING TO A SUBSTATION, 99.1 FT. NORTH OF POWER POLE
 EW5815'882414, 44.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 42.0 FT.
 EW5815'SOUTHWEST OF THE SOUTHWEST, CORNER OF A CONCRETE CATCH BASIN, 16.0
 EW5815'FT. WEST OF THE CENTER LINE OF THE ROAD, 0.4 FT. NORTHEAST OF THE
 EW5815'SOUTHWEST END OF A RIGHT ANGLE HEAD WALL TO AN 18-INCH CULVERT UNDER
 EW5815'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0676 ***********************************************************************
 JS0676  DESIGNATION -  78 LC USGS
 JS0676  PID         -  JS0676
 JS0676  STATE/COUNTY-  CA/EL DORADO
 JS0676  USGS QUAD   -  SLY PARK (1973)
 JS0676
 JS0676                         *CURRENT SURVEY CONTROL
 JS0676  ___________________________________________________________________
 JS0676* NAD 83(1986)-  38 43 39.     (N)    120 31 39.     (W)     SCALED    
 JS0676* NAVD 88     -      1221.18   (+/-2cm)    4006.5    (feet)  VERTCON   
 JS0676  ___________________________________________________________________
 JS0676  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 JS0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0676
 JS0676.The horizontal coordinates were scaled from a topographic map and have
 JS0676.an estimated accuracy of +/- 6 seconds.
 JS0676
 JS0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0676.The vertical order pertains to the NGVD 29 superseded value.
 JS0676
 JS0676.The geoid height was determined by GEOID03.
 JS0676
 JS0676;                    North         East    Units  Estimated Accuracy
 JS0676;SPC CA 2     -   618,800.    2,128,030.      MT  (+/- 180 meters Scaled)
 JS0676
 JS0676                          SUPERSEDED SURVEY CONTROL
 JS0676
 JS0676  NGVD 29 (??/??/92) 1220.253  (m)         4003.45   (f) ADJ UNCH    2 0
 JS0676
 JS0676.Superseded values are not recommended for survey control.
 JS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0676.See file dsdata.txt to determine how the superseded data were derived.
 JS0676
 JS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH149894(NAD 83)
 JS0676_MARKER: DD = SURVEY DISK
 JS0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JS0676_STAMPING: 78 LC 4004 1949
 JS0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0676+STABILITY: SURFACE MOTION
 JS0676
 JS0676  HISTORY     - Date     Condition        Report By
 JS0676  HISTORY     - 1949     MONUMENTED       USGS
 JS0676  HISTORY     - 1957     GOOD             NGS
 JS0676  HISTORY     - 20040323 MARK NOT FOUND   CADT
 JS0676
 JS0676                          STATION DESCRIPTION
 JS0676
 JS0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0676'3.2 MI NE FROM SLY PARK DAM.
 JS0676'0.6 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE SLY PARK DAM,
 JS0676'THENCE 0.6 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE 2.0 MILES
 JS0676'NORTHEAST ALONG A DIRT ROAD, 0.2 MILE NORTHEAST OF THE Y JUNCTION
 JS0676'OF AN ABANDONED ROAD LEADING WEST, IN R 13 E, T 10 N, IN THE
 JS0676'SOUTHWEST QUARTER OF SECTION 10, IN THE Y FORMED BY THE JUNCTION
 JS0676'OF A DIRT ROAD LEADING NORTHEAST TO IRON MOUNTAIN, 24 FEET
 JS0676'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 17
 JS0676'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 1.9 FEET
 JS0676'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROADS,
 JS0676'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 JS0676'THE GROUND.
 JS0676
 JS0676                          STATION RECOVERY (2004)
 JS0676
 JS0676'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1436 ***********************************************************************
 LU1436  DESIGNATION -  78 RS USGS
 LU1436  PID         -  LU1436
 LU1436  STATE/COUNTY-  CA/HUMBOLDT
 LU1436  USGS QUAD   -  LARABEE VALLEY (1977)
 LU1436
 LU1436                         *CURRENT SURVEY CONTROL
 LU1436  ___________________________________________________________________
 LU1436* NAD 83(1986)-  40 28 52.     (N)    123 43 57.     (W)     SCALED    
 LU1436* NAVD 88     -       659.45   (+/-2cm)    2163.5    (feet)  VERTCON   
 LU1436  ___________________________________________________________________
 LU1436  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LU1436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1436
 LU1436.The horizontal coordinates were scaled from a topographic map and have
 LU1436.an estimated accuracy of +/- 6 seconds.
 LU1436
 LU1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1436.The vertical order pertains to the NGVD 29 superseded value.
 LU1436
 LU1436.The geoid height was determined by GEOID03.
 LU1436
 LU1436;                    North         East    Units  Estimated Accuracy
 LU1436;SPC CA 1     -   628,900.    1,853,120.      MT  (+/- 180 meters Scaled)
 LU1436
 LU1436                          SUPERSEDED SURVEY CONTROL
 LU1436
 LU1436  NGVD 29 (??/??/92)  658.466  (m)         2160.32   (f) ADJ UNCH    2 0
 LU1436
 LU1436.Superseded values are not recommended for survey control.
 LU1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1436.See file dsdata.txt to determine how the superseded data were derived.
 LU1436
 LU1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK379814(NAD 83)
 LU1436_MARKER: DD = SURVEY DISK
 LU1436_SETTING: 66 = SET IN ROCK OUTCROP
 LU1436_SP_SET: ROCK OUTCROP
 LU1436_STAMPING: 2160 78 RS 1932
 LU1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1436+STABILITY: POSITION/ELEVATION WELL
 LU1436
 LU1436  HISTORY     - Date     Condition        Report By
 LU1436  HISTORY     - 1932     MONUMENTED       USGS
 LU1436  HISTORY     - 1949     GOOD             NGS
 LU1436
 LU1436                          STATION DESCRIPTION
 LU1436
 LU1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1436'5.7 MI E FROM BRIDGEVILLE.
 LU1436'5.7 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE
 LU1436'AT BRIDGEVILLE, ABOUT 90 YARDS SOUTH OF A COUNTRY SCHOOL, 87
 LU1436'YARDS SOUTHWEST OF A SCHOOL SIGN, 41 YARDS WEST OF THE WEST
 LU1436'END OF A CATTLE GUARD, IN THE TOP OF A GRANITE ROCK OUTCROP,
 LU1436'54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36.6 FEET SOUTH
 LU1436'OF A FENCE, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0707 ***********************************************************************
 FV0707  DESIGNATION -  78 USGS
 FV0707  PID         -  FV0707
 FV0707  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0707  USGS QUAD   -  PISMO BEACH (1994)
 FV0707
 FV0707                         *CURRENT SURVEY CONTROL
 FV0707  ___________________________________________________________________
 FV0707* NAD 83(1986)-  35 09 55.     (N)    120 37 46.     (W)     SCALED    
 FV0707* NAVD 88     -        24.730  (meters)      81.14   (feet)  ADJUSTED  
 FV0707  ___________________________________________________________________
 FV0707  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 FV0707  DYNAMIC HT  -          24.708 (meters)      81.06  (feet)  COMP
 FV0707  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FV0707
 FV0707  VERT ORDER  -  FIRST     CLASS I
 FV0707
 FV0707.The horizontal coordinates were scaled from a topographic map and have
 FV0707.an estimated accuracy of +/- 6 seconds.
 FV0707
 FV0707.The orthometric height was determined by differential leveling
 FV0707.and adjusted in June 1991.
 FV0707
 FV0707.The geoid height was determined by GEOID03.
 FV0707
 FV0707.The dynamic height is computed by dividing the NAVD 88
 FV0707.geopotential number by the normal gravity value computed on the
 FV0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FV0707.degrees latitude (g = 980.6199 gals.).
 FV0707
 FV0707.The modeled gravity was interpolated from observed gravity values.
 FV0707
 FV0707;                    North         East    Units  Estimated Accuracy
 FV0707;SPC CA 5     -   687,860.    1,760,490.      MT  (+/- 180 meters Scaled)
 FV0707
 FV0707                          SUPERSEDED SURVEY CONTROL
 FV0707
 FV0707  NGVD 29 (??/??/92)   23.854  (m)           78.26   (f) ADJ UNCH    1 1
 FV0707
 FV0707.Superseded values are not recommended for survey control.
 FV0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0707.See file dsdata.txt to determine how the superseded data were derived.
 FV0707
 FV0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD159939(NAD 83)
 FV0707_MARKER: Q = CHISELED SQUARE
 FV0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0707_SP_SET: CULVERT
 FV0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0707
 FV0707  HISTORY     - Date     Condition        Report By
 FV0707  HISTORY     - UNK      MONUMENTED       USGS
 FV0707  HISTORY     - 1956     GOOD             NGS
 FV0707  HISTORY     - 1961     GOOD             NGS
 FV0707  HISTORY     - 1977     GOOD             NGS
 FV0707
 FV0707                          STATION DESCRIPTION
 FV0707
 FV0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FV0707'2 MI N FROM PISMO BEACH.
 FV0707'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0707'FROM THE U.S. HIGHWAY 101 CONCRETE BRIDGE OVER THE RAILROAD AT
 FV0707'PISMO BEACH, 2 RAILS SOUTHWEST OF A DIM TRACK ROAD CROSSING,
 FV0707'1 1/4 TELEPHONE POLES NORTHEAST OF MILEPOLE 261, ON THE TOP
 FV0707'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE-STONE ABUTMENT
 FV0707'OF A 6-BY 6-FOOT CULVERT, 7.7 FEET SOUTHEAST OF THE SOUTHEAST
 FV0707'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  NOTE-- THIS
 FV0707'CHISELED SQUARE IS CUT IN A SLOPING ROCK, ROD HELD IN THE CENTER
 FV0707'OF THE SQUARE DURING 1956 RELEVELING.
 FV0707
 FV0707                          STATION RECOVERY (1961)
 FV0707
 FV0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FV0707'RECOVERED IN GOOD CONDITION.
 FV0707
 FV0707                          STATION RECOVERY (1977)
 FV0707
 FV0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FV0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0011 ***********************************************************************
 HS0011  DESIGNATION -  78 USGS
 HS0011  PID         -  HS0011
 HS0011  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0011  USGS QUAD   -  TRACY (1981)
 HS0011
 HS0011                         *CURRENT SURVEY CONTROL
 HS0011  ___________________________________________________________________
 HS0011* NAD 83(1986)-  37 42 57.     (N)    121 22 53.     (W)     SCALED    
 HS0011* NAVD 88     -        24.18   (+/-2cm)      79.3    (feet)  VERTCON   
 HS0011  ___________________________________________________________________
 HS0011  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HS0011  VERT ORDER  -  THIRD (See Below)
 HS0011
 HS0011.The horizontal coordinates were scaled from a topographic map and have
 HS0011.an estimated accuracy of +/- 6 seconds.
 HS0011
 HS0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0011.The vertical order pertains to the NGVD 29 superseded value.
 HS0011
 HS0011.The geoid height was determined by GEOID03.
 HS0011
 HS0011;                    North         East    Units  Estimated Accuracy
 HS0011;SPC CA 3     -   635,300.    1,922,290.      MT  (+/- 180 meters Scaled)
 HS0011
 HS0011                          SUPERSEDED SURVEY CONTROL
 HS0011
 HS0011  NGVD 29 (??/??/??)   23.46   (m)           77.0    (f) RESET       3  
 HS0011
 HS0011.Superseded values are not recommended for survey control.
 HS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0011.See file dsdata.txt to determine how the superseded data were derived.
 HS0011
 HS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG426755(NAD 83)
 HS0011_MARKER: P = PIPE CAP
 HS0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0011_STAMPING: CAL 78 G 1909
 HS0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0011
 HS0011  HISTORY     - Date     Condition        Report By
 HS0011  HISTORY     - 1909     MONUMENTED       USGS
 HS0011  HISTORY     - 1958     GOOD             NGS
 HS0011  HISTORY     - 1965     GOOD             NGS
 HS0011
 HS0011                          STATION DESCRIPTION
 HS0011
 HS0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS0011'2.9 MI SE FROM TRACY.
 HS0011'2.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0011'FROM THE STATION AT TRACY, IN R5E T2S S35, AT LYOTH, 82 FEET NORTH
 HS0011'OF THE CENTER OF THE INTERSECTION OF THE WESTERN PACIFIC RAILROAD
 HS0011'COMPANY TRACK, 73.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 HS0011'WESTERN PACIFIC RAILROAD COMPANY TRACK, 45.0 FEET NORTHEAST OF THE
 HS0011'NORTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY TRACK, 1 FOOT
 HS0011'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND
 HS0011'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE
 HS0011'THE GROUND.  NOTE-- THE PIPE IS LEANING SLIGHTLY TO THE NORTHEAST,
 HS0011'THE ROD WAS HELD OVER THE HIGHEST POINT OF THE MARK DURING THE
 HS0011'1958 LEVELING.
 HS0011
 HS0011                          STATION RECOVERY (1965)
 HS0011
 HS0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0084 ***********************************************************************
 FT0084  DESIGNATION -  78 WFM
 FT0084  PID         -  FT0084
 FT0084  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0084  USGS QUAD   -  EAST OF GOLDSTONE (1986)
 FT0084
 FT0084                         *CURRENT SURVEY CONTROL
 FT0084  ___________________________________________________________________
 FT0084* NAD 83(1986)-  35 16 54.     (N)    116 47 08.     (W)     SCALED    
 FT0084* NAVD 88     -       900.940  (meters)    2955.83   (feet)  POSTED    
 FT0084  ___________________________________________________________________
 FT0084  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FT0084  DYNAMIC HT  -         899.910 (meters)    2952.45  (feet)  COMP
 FT0084  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 FT0084
 FT0084  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FT0084
 FT0084.The horizontal coordinates were scaled from a topographic map and have
 FT0084.an estimated accuracy of +/- 6 seconds.
 FT0084
 FT0084.The orthometric height was determined by differential leveling
 FT0084.and adjusted by the  in 1992.
 FT0084.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FT0084.rate of 0.0 thru 1.0 mm/km.
 FT0084
 FT0084.The geoid height was determined by GEOID03.
 FT0084
 FT0084.The dynamic height is computed by dividing the NAVD 88
 FT0084.geopotential number by the normal gravity value computed on the
 FT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0084.degrees latitude (g = 980.6199 gals.).
 FT0084
 FT0084.The modeled gravity was interpolated from observed gravity values.
 FT0084
 FT0084;                    North         East    Units  Estimated Accuracy
 FT0084;SPC CA 5     -   698,300.    2,110,480.      MT  (+/- 180 meters Scaled)
 FT0084
 FT0084                          SUPERSEDED SURVEY CONTROL
 FT0084
 FT0084  NGVD 29 (??/??/92)  900.15   (m)         2953.2    (f) COMPUTED    1 2
 FT0084
 FT0084.Superseded values are not recommended for survey control.
 FT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0084.See file dsdata.txt to determine how the superseded data were derived.
 FT0084
 FT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV195043(NAD 83)
 FT0084_MARKER: DD = SURVEY DISK
 FT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0084_STAMPING: 78 WFM 2953 1963
 FT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0084+STABILITY: SURFACE MOTION
 FT0084
 FT0084  HISTORY     - Date     Condition        Report By
 FT0084  HISTORY     - 1963     MONUMENTED       USGS
 FT0084  HISTORY     - 1963     GOOD             NGS
 FT0084  HISTORY     - 1977     MARK NOT FOUND   NGS
 FT0084
 FT0084                          STATION DESCRIPTION
 FT0084
 FT0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0084'9.2 MI NW FROM CAMP IRWIN.
 FT0084'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0084'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0084'PICKERING ROAD, THENCE 0.25 MILES NORTHWEST ALONG RECHTIN ROAD,
 FT0084'0.25 MILES NORTHWEST OF THE JUNCTION OF PICKERING ROAD, 41 FEET
 FT0084'NORTHEAST OF THE CENTER LINE OF THE ROAD, 34 FEET EAST-SOUTHEAST
 FT0084'OF A TELEPHONE POLE, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT
 FT0084'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FT0084'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 FT0084
 FT0084                          STATION RECOVERY (1977)
 FT0084
 FT0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0084'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4627 ***********************************************************************
 EW4627  DESIGNATION -  781 C 65
 EW4627  PID         -  EW4627
 EW4627  STATE/COUNTY-  CA/VENTURA
 EW4627  USGS QUAD   -  MOORPARK (1974)
 EW4627
 EW4627                         *CURRENT SURVEY CONTROL
 EW4627  ___________________________________________________________________
 EW4627* NAD 83(1986)-  34 20 24.     (N)    118 54 03.     (W)     SCALED    
 EW4627* NAVD 88     -       402.503  (meters)    1320.55   (feet)  ADJUSTED  
 EW4627  ___________________________________________________________________
 EW4627  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW4627  DYNAMIC HT  -         402.052 (meters)    1319.07  (feet)  COMP
 EW4627  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 EW4627
 EW4627  VERT ORDER  -  FIRST     CLASS I
 EW4627
 EW4627.The horizontal coordinates were scaled from a topographic map and have
 EW4627.an estimated accuracy of +/- 6 seconds.
 EW4627
 EW4627.The orthometric height was determined by differential leveling
 EW4627.and adjusted in June 1995.
 EW4627
 EW4627.The geoid height was determined by GEOID03.
 EW4627
 EW4627.The dynamic height is computed by dividing the NAVD 88
 EW4627.geopotential number by the normal gravity value computed on the
 EW4627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4627.degrees latitude (g = 980.6199 gals.).
 EW4627
 EW4627.The modeled gravity was interpolated from observed gravity values.
 EW4627
 EW4627;                    North         East    Units  Estimated Accuracy
 EW4627;SPC CA 5     -   593,550.    1,917,120.      MT  (+/- 180 meters Scaled)
 EW4627
 EW4627                          SUPERSEDED SURVEY CONTROL
 EW4627
 EW4627  NAVD 88 (02/01/93)  402.524  (m)         1320.61   (f) UNKNOWN     1 1
 EW4627  NGVD 29 (??/??/92)  401.718  (m)         1317.97   (f) ADJ UNCH    1 1
 EW4627
 EW4627.Superseded values are not recommended for survey control.
 EW4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4627.See file dsdata.txt to determine how the superseded data were derived.
 EW4627
 EW4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU251014(NAD 83)
 EW4627_MARKER: Z = SEE DESCRIPTION
 EW4627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4627_SP_SET: CULVERT HEADWALL
 EW4627_MARK LOGO: CADT  
 EW4627_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4627+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4627
 EW4627  HISTORY     - Date     Condition        Report By
 EW4627  HISTORY     - UNK      MONUMENTED       CADH
 EW4627  HISTORY     - 1965     GOOD
 EW4627  HISTORY     - 1977     GOOD             NGS
 EW4627  HISTORY     - 19940629 GOOD             NGS
 EW4627
 EW4627                          STATION DESCRIPTION
 EW4627
 EW4627'DESCRIBED 1965
 EW4627'AT MOORPARK.
 EW4627'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK,
 EW4627'NORTHERLY 5.15 MI ON HIGHWAY 23 TO A CULVERT MARKED C MI. 5.09,
 EW4627'RAMSET NAIL, WASHER AND BATHEY CAP MARKED STATE OF
 EW4627'CALIFORNIA - DIVISION OF HIGHWAYS SET IN TOP AND MIDDLE OF
 EW4627'CONCRETE HEADWALL ON E SIDE OF ROAD.
 EW4627
 EW4627                          STATION RECOVERY (1977)
 EW4627
 EW4627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4627'ADD-AT MILE MARKER 18.43.
 EW4627
 EW4627                          STATION RECOVERY (1994)
 EW4627
 EW4627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4627'7.9 KM (4.90 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE CITY HALL
 EW4627'IN MOORPARK, A RAMSET NAIL AND BETHAY CAP 1.1 M (3.6 FT) SOUTH OF THE
 EW4627'NORTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE
 EW4627'HIGHWAY, 4.5 M (14.8 FT) EAST OF THE HIGHWAY CENTERLINE, AND 0.3 M
 EW4627'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0064 ***********************************************************************
 GT0064  DESIGNATION -  7832
 GT0064  PID         -  GT0064
 GT0064  STATE/COUNTY-  CA/TULARE
 GT0064  USGS QUAD   -  MINERAL KING (1988)
 GT0064
 GT0064                         *CURRENT SURVEY CONTROL
 GT0064  ___________________________________________________________________
 GT0064* NAD 83(1986)-  36 26 55.     (N)    118 35 42.     (W)     SCALED    
 GT0064* NAVD 88     -      2388.38   (+/-2cm)    7835.9    (feet)  VERTCON   
 GT0064  ___________________________________________________________________
 GT0064  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 GT0064  VERT ORDER  -  THIRD (See Below)
 GT0064
 GT0064.The horizontal coordinates were scaled from a topographic map and have
 GT0064.an estimated accuracy of +/- 6 seconds.
 GT0064
 GT0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0064.The vertical order pertains to the NGVD 29 superseded value.
 GT0064
 GT0064.The geoid height was determined by GEOID03.
 GT0064
 GT0064;                    North         East    Units  Estimated Accuracy
 GT0064;SPC CA 4     -   623,830.    2,036,310.      MT  (+/- 180 meters Scaled)
 GT0064
 GT0064                          SUPERSEDED SURVEY CONTROL
 GT0064
 GT0064  NGVD 29 (??/??/??) 2386.93   (m)         7831.1    (f) RESET       3  
 GT0064
 GT0064.Superseded values are not recommended for survey control.
 GT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0064.See file dsdata.txt to determine how the superseded data were derived.
 GT0064
 GT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA570348(NAD 83)
 GT0064_MARKER: DD = SURVEY DISK
 GT0064_SETTING: 80 = SET IN A BOULDER
 GT0064_SP_SET: BOULDER
 GT0064_STAMPING: ELEV 7832 FT 7832 G
 GT0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0064+STABILITY: SURFACE MOTION
 GT0064
 GT0064  HISTORY     - Date     Condition        Report By
 GT0064  HISTORY     - UNK      MONUMENTED       USGS
 GT0064  HISTORY     - 1940     GOOD             NGS
 GT0064
 GT0064                          STATION DESCRIPTION
 GT0064
 GT0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0064'AT MINERAL KING.
 GT0064'AT MINERAL KING, TULARE COUNTY, ABOUT 180 FEET SOUTH OF THE
 GT0064'SOUTH SIDE OF THE POST OFFICE AND GENERAL STORE, ABOUT 150 FEET
 GT0064'WEST OF EAST FORK KAWEAH RIVER, IN THE TOP OF A 10- BY 15-FOOT
 GT0064'GRANITE BOULDER, AND ABOUT 2-1/2 FEET ABOVE THE GROUND.  A
 GT0064'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ELEV 7832
 GT0064'FT 7832 G.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2780 ***********************************************************************
 HR2780  DESIGNATION -  7834
 HR2780  PID         -  HR2780
 HR2780  STATE/COUNTY-  CA/FRESNO
 HR2780  USGS QUAD   -  DINKEY CREEK (1982)
 HR2780
 HR2780                         *CURRENT SURVEY CONTROL
 HR2780  ___________________________________________________________________
 HR2780* NAD 83(1992)-  37 06 13.98040(N)    119 12 20.88531(W)     ADJUSTED  
 HR2780* NAVD 88     -      2388.     (meters)    7835.     (feet)  SCALED    
 HR2780  ___________________________________________________________________
 HR2780  EPOCH DATE  -        1991.35
 HR2780  LAPLACE CORR-          18.51  (seconds)                    DEFLEC99
 HR2780  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 HR2780  HORZ ORDER  -  SECOND
 HR2780
 HR2780.The horizontal coordinates were established by classical geodetic methods
 HR2780.and adjusted by the National Geodetic Survey in March 1994.
 HR2780.The horizontal coordinates are valid at the epoch date displayed above.
 HR2780.The epoch date for horizontal control is a decimal equivalence
 HR2780.of Year/Month/Day.
 HR2780
 HR2780.The orthometric height was scaled from a topographic map.
 HR2780
 HR2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2780
 HR2780.The geoid height was determined by GEOID03.
 HR2780
 HR2780;                    North         East     Units Scale Factor Converg.
 HR2780;SPC CA 4     -   696,486.340 1,981,706.681   MT  0.99997549   -0 07 22.0
 HR2780;SPC CA 4     - 2,285,055.60  6,501,649.34   sFT  0.99997549   -0 07 22.0
 HR2780;SPC CA 3     -   567,815.444 2,115,037.337   MT  0.99999252   +0 47 32.5
 HR2780;SPC CA 3     - 1,862,907.84  6,939,085.00   sFT  0.99999252   +0 47 32.5
 HR2780;UTM  11      - 4,108,673.373   303,990.485   MT  1.00007331   -1 19 52.0
 HR2780
 HR2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2780!SPC CA 4     -   0.99962959  x   0.99997549  =   0.99960509
 HR2780!SPC CA 3     -   0.99962959  x   0.99999252  =   0.99962212
 HR2780!UTM  11      -   0.99962959  x   1.00007331  =   0.99970288
 HR2780
 HR2780                          SUPERSEDED SURVEY CONTROL
 HR2780
 HR2780  NAD 83(1986)-  37 06 13.99793(N)    119 12 20.87697(W) AD(1984.00) 2
 HR2780  NAD 27      -  37 06 14.18930(N)    119 12 17.43870(W) AD(       ) 2
 HR2780
 HR2780.Superseded values are not recommended for survey control.
 HR2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2780.See file dsdata.txt to determine how the superseded data were derived.
 HR2780
 HR2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB0399008673(NAD 83)
 HR2780
 HR2780  HISTORY     - Date     Condition        Report By
 HR2780  HISTORY     - 1950     MONUMENTED       CGS
 HR2780
 HR2780                          STATION DESCRIPTION
 HR2780
 HR2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2780'SEE STATION SHAVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3885 ***********************************************************************
 HS3885  DESIGNATION -  784 B USGS
 HS3885  PID         -  HS3885
 HS3885  STATE/COUNTY-  CA/ALAMEDA
 HS3885  USGS QUAD   -  MENDENHALL SPRINGS (1996)
 HS3885
 HS3885                         *CURRENT SURVEY CONTROL
 HS3885  ___________________________________________________________________
 HS3885* NAD 83(1986)-  37 37 22.     (N)    121 42 11.     (W)     SCALED    
 HS3885* NAVD 88     -       239.83   (+/-2cm)     786.8    (feet)  VERTCON   
 HS3885  ___________________________________________________________________
 HS3885  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 HS3885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS3885
 HS3885.The horizontal coordinates were scaled from a topographic map and have
 HS3885.an estimated accuracy of +/- 6 seconds.
 HS3885
 HS3885.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3885.The vertical order pertains to the NGVD 29 superseded value.
 HS3885
 HS3885.The geoid height was determined by GEOID03.
 HS3885
 HS3885;                    North         East    Units  Estimated Accuracy
 HS3885;SPC CA 3     -   625,290.    1,893,800.      MT  (+/- 180 meters Scaled)
 HS3885
 HS3885                          SUPERSEDED SURVEY CONTROL
 HS3885
 HS3885  NGVD 29 (??/??/92)  238.994  (m)          784.10   (f) ADJ UNCH    2 0
 HS3885
 HS3885.Superseded values are not recommended for survey control.
 HS3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3885.See file dsdata.txt to determine how the superseded data were derived.
 HS3885
 HS3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG144647(NAD 83)
 HS3885_MARKER: DD = SURVEY DISK
 HS3885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS3885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS3885_STAMPING: 784 B NO 7
 HS3885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3885
 HS3885  HISTORY     - Date     Condition        Report By
 HS3885  HISTORY     - UNK      MONUMENTED       USGS
 HS3885  HISTORY     - 1961     GOOD             NGS
 HS3885
 HS3885                          STATION DESCRIPTION
 HS3885
 HS3885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS3885'5.9 MI SE FROM LIVERMORE.
 HS3885'2.3 MILES SOUTHEAST ALONG TESLA ROAD FROM THE POST OFFICE AT
 HS3885'LIVERMORE, THENCE 3.6 MILES SOUTHEAST ALONG MINES ROAD, 24 FEET
 HS3885'NORTHEAST OF THE CENTER LINE OF THE ROAD, 182 FEET SOUTHEAST
 HS3885'OF THE CENTER OF A DRIVEWAY SOUTHWEST, 9 FEET EAST OF POWER POLE
 HS3885'38-6, 1.4 FEET SOUTHWEST OF THE NORTHWEST END OF A GATE, 1.4
 HS3885'FEET SOUTHWEST OF A FENCE, 0.6 FOOT SOUTHEAST OF A 2-BY 6-INCH
 HS3885'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, A CAP RIVETED
 HS3885'ON TOP OF A 3 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0901 ***********************************************************************
 LU0901  DESIGNATION -  787 B
 LU0901  PID         -  LU0901
 LU0901  STATE/COUNTY-  CA/TRINITY
 LU0901  USGS QUAD   -  IRONSIDE MTN (1982)
 LU0901
 LU0901                         *CURRENT SURVEY CONTROL
 LU0901  ___________________________________________________________________
 LU0901* NAD 83(1986)-  40 51 51.     (N)    123 30 02.     (W)     SCALED    
 LU0901* NAVD 88     -       241.11   (+/-2cm)     791.0    (feet)  VERTCON   
 LU0901  ___________________________________________________________________
 LU0901  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 LU0901  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU0901
 LU0901.The horizontal coordinates were scaled from a topographic map and have
 LU0901.an estimated accuracy of +/- 6 seconds.
 LU0901
 LU0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0901.The vertical order pertains to the NGVD 29 superseded value.
 LU0901
 LU0901.The geoid height was determined by GEOID03.
 LU0901
 LU0901;                    North         East    Units  Estimated Accuracy
 LU0901;SPC CA 1     -   671,060.    1,873,510.      MT  (+/- 180 meters Scaled)
 LU0901
 LU0901                          SUPERSEDED SURVEY CONTROL
 LU0901
 LU0901  NGVD 29 (??/??/92)  240.130  (m)          787.83   (f) ADJ UNCH    1 2
 LU0901
 LU0901.Superseded values are not recommended for survey control.
 LU0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0901.See file dsdata.txt to determine how the superseded data were derived.
 LU0901
 LU0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL578237(NAD 83)
 LU0901_MARKER: DD = SURVEY DISK
 LU0901_SETTING: 80 = SET IN A BOULDER
 LU0901_SP_SET: BOULDER
 LU0901_STAMPING: 787.380 B 1905
 LU0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0901+STABILITY: SURFACE MOTION
 LU0901
 LU0901  HISTORY     - Date     Condition        Report By
 LU0901  HISTORY     - 1905     MONUMENTED       USGS
 LU0901  HISTORY     - UNK      GOOD             NGS
 LU0901  HISTORY     - 1988     MARK NOT FOUND   NGS
 LU0901
 LU0901                          STATION DESCRIPTION
 LU0901
 LU0901'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 LU0901'6 MI SE FROM SALYER.
 LU0901'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM SALYER, TRINITY
 LU0901'COUNTY, 0.2 MILE NORTH OF THE HIGHWAY, ON THE RANCH BELONGING IN
 LU0901'1931 TO WILLIAM GRAY, ABOUT 500 FEET NORTHWEST OF A LOG CABIN, 10
 LU0901'FEET SOUTH OF A FENCE, AND IN THE TOP OF A LARGE BOULDER.  A
 LU0901'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 787.380 B
 LU0901'1905.  NOTE-- THIS BENCH MARK WAS DESIGNATED 777 (U.S.G.S.) IN
 LU0901'THE ORIGINAL LIST.
 LU0901
 LU0901                          STATION RECOVERY (1988)
 LU0901
 LU0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0932 ***********************************************************************
 DY0932  DESIGNATION -  7872 O CO
 DY0932  PID         -  DY0932
 DY0932  STATE/COUNTY-  CA/ORANGE
 DY0932  USGS QUAD   -  SEAL BEACH (1981)
 DY0932
 DY0932                         *CURRENT SURVEY CONTROL
 DY0932  ___________________________________________________________________
 DY0932* NAD 83(1986)-  33 44 43.     (N)    118 06 14.     (W)     SCALED    
 DY0932* NAVD 88     -         2.72   (+/-2cm)       8.9    (feet)  VERTCON   
 DY0932  ___________________________________________________________________
 DY0932  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DY0932  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0932
 DY0932.The horizontal coordinates were scaled from a topographic map and have
 DY0932.an estimated accuracy of +/- 6 seconds.
 DY0932
 DY0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0932.The vertical order pertains to the NGVD 29 superseded value.
 DY0932
 DY0932.The geoid height was determined by GEOID03.
 DY0932
 DY0932;                    North         East    Units  Estimated Accuracy
 DY0932;SPC CA 6     -   676,600.    1,828,230.      MT  (+/- 180 meters Scaled)
 DY0932
 DY0932                          SUPERSEDED SURVEY CONTROL
 DY0932
 DY0932  NGVD 29 (??/??/92)    1.98   (m)            6.5    (f) COMPUTED    1 2
 DY0932
 DY0932.Superseded values are not recommended for survey control.
 DY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0932.See file dsdata.txt to determine how the superseded data were derived.
 DY0932
 DY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT977344(NAD 83)
 DY0932_MARKER: DD = SURVEY DISK
 DY0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0932_SP_SET: CULVERT
 DY0932_STAMPING: BM RCE 7872
 DY0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0932
 DY0932  HISTORY     - Date     Condition        Report By
 DY0932  HISTORY     - UNK      MONUMENTED       CA-059
 DY0932  HISTORY     - 1965     GOOD             NGS
 DY0932  HISTORY     - 1965     GOOD             NGS
 DY0932  HISTORY     - 20031224 MARK NOT FOUND   GEOCAC
 DY0932
 DY0932                          STATION DESCRIPTION
 DY0932
 DY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DY0932'AT SEAL BEACH.
 DY0932'AT SEAL BEACH, AT THE INTERSECTION OF THE PACIFIC COAST HIGHWAY
 DY0932'AND MARINA DRIVE, 42-1/2 FEET SOUTHWEST OF THE PAINTED CENTERLINE
 DY0932'OF THE PACIFIC COAST HIGHWAY, 39 1/2 FEET NORTH OF THE PAINTED
 DY0932'CENTERLINE OF MARINA DRIVE, 44 FEET EAST OF A POWERLINE POLE
 DY0932'AND CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE
 DY0932'SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE PACIFIC
 DY0932'COAST HIGHWAY.
 DY0932
 DY0932                          STATION RECOVERY (1965)
 DY0932
 DY0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0932'RECOVERED IN GOOD CONDITION.
 DY0932
 DY0932                          STATION RECOVERY (2003)
 DY0932
 DY0932'RECOVERY NOTE BY GEOCACHING 2003 (EDP)
 DY0932'CULVERT MENTIONED IN PREVIOUS DESCRIPTIONS COULD NOT BE FOUND AND IS
 DY0932'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1694 ***********************************************************************
 JS1694  DESIGNATION -  789+99.54 USE
 JS1694  PID         -  JS1694
 JS1694  STATE/COUNTY-  CA/SAN JOAQUIN
 JS1694  USGS QUAD   -  BOULDIN ISLAND (1997)
 JS1694
 JS1694                         *CURRENT SURVEY CONTROL
 JS1694  ___________________________________________________________________
 JS1694* NAD 83(1986)-  38 03 19.     (N)    121 31 01.     (W)     SCALED    
 JS1694* NAVD 88     -         2.32   (+/-2cm)       7.6    (feet)  VERTCON   
 JS1694  ___________________________________________________________________
 JS1694  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JS1694  VERT ORDER  -  THIRD (See Below)
 JS1694
 JS1694.The horizontal coordinates were scaled from a topographic map and have
 JS1694.an estimated accuracy of +/- 6 seconds.
 JS1694
 JS1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1694.The vertical order pertains to the NGVD 29 superseded value.
 JS1694
 JS1694.The geoid height was determined by GEOID03.
 JS1694
 JS1694;                    North         East    Units  Estimated Accuracy
 JS1694;SPC CA 3     -   673,090.    1,910,750.      MT  (+/- 180 meters Scaled)
 JS1694
 JS1694                          SUPERSEDED SURVEY CONTROL
 JS1694
 JS1694  NGVD 29 (??/??/??)    1.62   (m)            5.3    (f) RESET       3  
 JS1694
 JS1694.Superseded values are not recommended for survey control.
 JS1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1694.See file dsdata.txt to determine how the superseded data were derived.
 JS1694
 JS1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH301129(NAD 83)
 JS1694_MARKER: P = PIPE CAP
 JS1694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1694_STAMPING: 789+99.54 11.00
 JS1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1694
 JS1694  HISTORY     - Date     Condition        Report By
 JS1694  HISTORY     - UNK      MONUMENTED       DOD
 JS1694  HISTORY     - 1957     GOOD             NGS
 JS1694  HISTORY     - 1964     GOOD             NGS
 JS1694
 JS1694                          STATION DESCRIPTION
 JS1694
 JS1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS1694'AT VENICE ISLAND.
 JS1694'ON THE SOUTH SIDE OF VENICE ISLAND, IN R4E T2N, 1.4 MILES
 JS1694'SOUTHWEST ALONG A DIRT LEVEE ROAD FROM THE VENICE ISLAND FERRY
 JS1694'OVER LITTLE CONNECTION SLOUGH, ABOUT 150 YARDS WEST OF CHANNEL
 JS1694'LIGHT NO. 5, 252 FEET WEST OF THE WEST ONE OF TWO 10-INCH IRON
 JS1694'IRRIGATION PIPES UNDER THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF
 JS1694'THE ROAD, 7 FEET NORTHEAST OF THE NORTHEAST BANK OF THE CHANNEL, 1.9
 JS1694'FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD,
 JS1694'AND BRAZED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE
 JS1694'AND 1.5 FEET UNDERGROUND.
 JS1694
 JS1694                          STATION RECOVERY (1964)
 JS1694
 JS1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JS1694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1555 ***********************************************************************
 JS1555  DESIGNATION -  79
 JS1555  PID         -  JS1555
 JS1555  STATE/COUNTY-  CA/YOLO
 JS1555  USGS QUAD   -  CLARKSBURG (1980)
 JS1555
 JS1555                         *CURRENT SURVEY CONTROL
 JS1555  ___________________________________________________________________
 JS1555* NAD 83(1986)-  38 26 30.     (N)    121 30 20.     (W)     SCALED    
 JS1555* NAVD 88     -         4.97   (+/-2cm)      16.3    (feet)  VERTCON   
 JS1555  ___________________________________________________________________
 JS1555  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JS1555  VERT ORDER  -  THIRD (See Below)
 JS1555
 JS1555.The horizontal coordinates were scaled from a topographic map and have
 JS1555.an estimated accuracy of +/- 6 seconds.
 JS1555
 JS1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1555.The vertical order pertains to the NGVD 29 superseded value.
 JS1555
 JS1555.The geoid height was determined by GEOID03.
 JS1555
 JS1555;                    North         East    Units  Estimated Accuracy
 JS1555;SPC CA 2     -   586,150.    2,043,170.      MT  (+/- 180 meters Scaled)
 JS1555
 JS1555                          SUPERSEDED SURVEY CONTROL
 JS1555
 JS1555  NGVD 29 (??/??/??)    4.21   (m)           13.8    (f) RESET       3  
 JS1555
 JS1555.Superseded values are not recommended for survey control.
 JS1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1555.See file dsdata.txt to determine how the superseded data were derived.
 JS1555
 JS1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH304558(NAD 83)
 JS1555_MARKER: P = PIPE CAP
 JS1555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JS1555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JS1555_STAMPING: 79 17.18
 JS1555_MARK LOGO: USE   
 JS1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1555
 JS1555  HISTORY     - Date     Condition        Report By
 JS1555  HISTORY     - UNK      MONUMENTED       DOD
 JS1555  HISTORY     - 1951     GOOD             NGS
 JS1555  HISTORY     - 1967     GOOD             NGS
 JS1555  HISTORY     - 1988     GOOD             USPSQD
 JS1555
 JS1555                          STATION DESCRIPTION
 JS1555
 JS1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1555'1.4 MI S FROM FREEPORT.
 JS1555'0.2 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE SCHOOL AT FREEPORT,
 JS1555'THENCE 1.2 MILES SOUTH ALONG AN ASPHALT ROAD ALONG A LEVEE, AT
 JS1555'THE BORGES-CLARKSBURG AIRPORT, ABOUT 75 YARDS SOUTHWEST OF THE
 JS1555'SOUTHWEST CORNER OF THE HANGAR, 36.5 FEET WEST OF THE SOUTHWEST
 JS1555'CORNER OF A SMALL HOUSE, 11.4 FEET WEST OF AN 8-INCH BLACK
 JS1555'WALNUT TREE, 1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 JS1555'THE RUNWAY, AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE
 JS1555'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JS1555
 JS1555                          STATION RECOVERY (1967)
 JS1555
 JS1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1555'RECOVERED IN GOOD CONDITION.
 JS1555
 JS1555                          STATION RECOVERY (1988)
 JS1555
 JS1555'RECOVERY NOTE BY US POWER SQUADRON 1988 (MFH)
 JS1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1677 ***********************************************************************
 JT1677  DESIGNATION -  79 1
 JT1677  PID         -  JT1677
 JT1677  STATE/COUNTY-  CA/NAPA
 JT1677  USGS QUAD   -  NAPA (1980)
 JT1677
 JT1677                         *CURRENT SURVEY CONTROL
 JT1677  ___________________________________________________________________
 JT1677* NAD 83(1986)-  38 20 26.     (N)    122 20 57.     (W)     SCALED    
 JT1677* NAVD 88     -        52.43   (+/-2cm)     172.0    (feet)  VERTCON   
 JT1677  ___________________________________________________________________
 JT1677  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1677  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1677
 JT1677.The horizontal coordinates were scaled from a topographic map and have
 JT1677.an estimated accuracy of +/- 6 seconds.
 JT1677
 JT1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1677.The vertical order pertains to the NGVD 29 superseded value.
 JT1677
 JT1677.The geoid height was determined by GEOID03.
 JT1677
 JT1677;                    North         East    Units  Estimated Accuracy
 JT1677;SPC CA 2     -   574,870.    1,969,470.      MT  (+/- 180 meters Scaled)
 JT1677
 JT1677                          SUPERSEDED SURVEY CONTROL
 JT1677
 JT1677  NGVD 29 (??/??/92)   51.616  (m)          169.34   (f) ADJ UNCH    1 1
 JT1677
 JT1677.Superseded values are not recommended for survey control.
 JT1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1677.See file dsdata.txt to determine how the superseded data were derived.
 JT1677
 JT1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH568438(NAD 83)
 JT1677_MARKER: DD = SURVEY DISK
 JT1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1677_SP_SET: MASSIVE STRUCTURE
 JT1677_MARK LOGO: CA2330
 JT1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1677
 JT1677  HISTORY     - Date     Condition        Report By
 JT1677  HISTORY     - 1971     MONUMENTED       CA2330
 JT1677
 JT1677                          STATION DESCRIPTION
 JT1677
 JT1677'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1677'ALONG DRY CREEK ROAD, SOUTH ON ORCHARD, ON BRIDGE, EAST SIDE OF
 JT1677'STREET, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5633 ***********************************************************************
 DX5633  DESIGNATION -  79 15 15
 DX5633  PID         -  DX5633
 DX5633  STATE/COUNTY-  CA/RIVERSIDE
 DX5633  USGS QUAD   -  WINCHESTER (1979)
 DX5633
 DX5633                         *CURRENT SURVEY CONTROL
 DX5633  ___________________________________________________________________
 DX5633* NAD 83(1986)-  33 41 06.     (N)    117 05 02.     (W)     SCALED    
 DX5633* NAVD 88     -       459.393  (meters)    1507.19   (feet)  ADJUSTED  
 DX5633  ___________________________________________________________________
 DX5633  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DX5633  DYNAMIC HT  -         458.867 (meters)    1505.47  (feet)  COMP
 DX5633  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 DX5633
 DX5633  VERT ORDER  -  FIRST     CLASS II
 DX5633
 DX5633.The horizontal coordinates were scaled from a topographic map and have
 DX5633.an estimated accuracy of +/- 6 seconds.
 DX5633
 DX5633.The orthometric height was determined by differential leveling
 DX5633.and adjusted in May 1994.
 DX5633
 DX5633.The geoid height was determined by GEOID03.
 DX5633
 DX5633.The dynamic height is computed by dividing the NAVD 88
 DX5633.geopotential number by the normal gravity value computed on the
 DX5633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5633.degrees latitude (g = 980.6199 gals.).
 DX5633
 DX5633.The modeled gravity was interpolated from observed gravity values.
 DX5633
 DX5633;                    North         East    Units  Estimated Accuracy
 DX5633;SPC CA 6     -   668,700.    1,922,680.      MT  (+/- 180 meters Scaled)
 DX5633
 DX5633                          SUPERSEDED SURVEY CONTROL
 DX5633
 DX5633.No superseded survey control is available for this station.
 DX5633
 DX5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT922272(NAD 83)
 DX5633_MARKER: DD = SURVEY DISK
 DX5633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX5633_SP_SET: CONCRETE POST
 DX5633_STAMPING: RIV 79-15.15 LS 5679 1990
 DX5633_MARK LOGO: CADT  
 DX5633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5633+STABILITY: SURFACE MOTION
 DX5633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX5633+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5633
 DX5633  HISTORY     - Date     Condition        Report By
 DX5633  HISTORY     - 1990     MONUMENTED       CADT
 DX5633  HISTORY     - 19921109 GOOD             MWDSC
 DX5633
 DX5633                          STATION DESCRIPTION
 DX5633
 DX5633'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5633'WINCHESTER, 1.6 MILES (2.6 KM) SOUTH OF, AT THE SOUTHEAST CORNER OF
 DX5633'NEWPORT RD.  AND WINCHESTER RD., 72 FEET (21.9 M) SOUTH OF NEWPORT
 DX5633'RD.  AND 48 FEET (14.6 M) EAST OF WINCHESTER RD.  IN THE SOUTHEAST
 DX5633'QUADRANT OF THE INTERSECTION, 55 FEET (16.8 M) SOUTH OF NEWPORT ROAD
 DX5633'AND 72 FEET (21.9 M) EAST OF WINCHESTER ROAD, IN TOP OF A CONCRETE
 DX5633'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1676 ***********************************************************************
 JT1676  DESIGNATION -  79 2
 JT1676  PID         -  JT1676
 JT1676  STATE/COUNTY-  CA/NAPA
 JT1676  USGS QUAD   -  NAPA (1980)
 JT1676
 JT1676                         *CURRENT SURVEY CONTROL
 JT1676  ___________________________________________________________________
 JT1676* NAD 83(1986)-  38 20 24.     (N)    122 20 57.     (W)     SCALED    
 JT1676* NAVD 88     -        52.69   (+/-2cm)     172.9    (feet)  VERTCON   
 JT1676  ___________________________________________________________________
 JT1676  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1676  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1676
 JT1676.The horizontal coordinates were scaled from a topographic map and have
 JT1676.an estimated accuracy of +/- 6 seconds.
 JT1676
 JT1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1676.The vertical order pertains to the NGVD 29 superseded value.
 JT1676
 JT1676.The geoid height was determined by GEOID03.
 JT1676
 JT1676;                    North         East    Units  Estimated Accuracy
 JT1676;SPC CA 2     -   574,800.    1,969,470.      MT  (+/- 180 meters Scaled)
 JT1676
 JT1676                          SUPERSEDED SURVEY CONTROL
 JT1676
 JT1676  NGVD 29 (??/??/92)   51.875  (m)          170.19   (f) ADJ UNCH    1 1
 JT1676
 JT1676.Superseded values are not recommended for survey control.
 JT1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1676.See file dsdata.txt to determine how the superseded data were derived.
 JT1676
 JT1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH568437(NAD 83)
 JT1676_MARKER: DD = SURVEY DISK
 JT1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1676_SP_SET: CONCRETE POST
 JT1676_MARK LOGO: CA2330
 JT1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1676+STABILITY: SURFACE MOTION
 JT1676
 JT1676  HISTORY     - Date     Condition        Report By
 JT1676  HISTORY     - 1971     MONUMENTED       CA2330
 JT1676
 JT1676                          STATION DESCRIPTION
 JT1676
 JT1676'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1676'ALONG DRY CREEK ROAD, SOUTH ON ORCHARD, ON BRIDGE, WEST SIDE OF
 JT1676'STREET, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1602 ***********************************************************************
 JT1602  DESIGNATION -  79 3
 JT1602  PID         -  JT1602
 JT1602  STATE/COUNTY-  CA/NAPA
 JT1602  USGS QUAD   -  NAPA (1980)
 JT1602
 JT1602                         *CURRENT SURVEY CONTROL
 JT1602  ___________________________________________________________________
 JT1602* NAD 83(1986)-  38 20 31.     (N)    122 21 03.     (W)     SCALED    
 JT1602* NAVD 88     -        53.32   (+/-2cm)     174.9    (feet)  VERTCON   
 JT1602  ___________________________________________________________________
 JT1602  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT1602  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1602
 JT1602.The horizontal coordinates were scaled from a topographic map and have
 JT1602.an estimated accuracy of +/- 6 seconds.
 JT1602
 JT1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1602.The vertical order pertains to the NGVD 29 superseded value.
 JT1602
 JT1602.The geoid height was determined by GEOID03.
 JT1602
 JT1602;                    North         East    Units  Estimated Accuracy
 JT1602;SPC CA 2     -   575,020.    1,969,330.      MT  (+/- 180 meters Scaled)
 JT1602
 JT1602                          SUPERSEDED SURVEY CONTROL
 JT1602
 JT1602  NGVD 29 (??/??/92)   52.508  (m)          172.27   (f) ADJ UNCH    1 1
 JT1602
 JT1602.Superseded values are not recommended for survey control.
 JT1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1602.See file dsdata.txt to determine how the superseded data were derived.
 JT1602
 JT1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH567439(NAD 83)
 JT1602_MARKER: DD = SURVEY DISK
 JT1602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1602_SP_SET: COPPER-CLAD STEEL ROD
 JT1602_STAMPING: 79 3 C OF N
 JT1602_MARK LOGO: CA2330
 JT1602_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1602
 JT1602  HISTORY     - Date     Condition        Report By
 JT1602  HISTORY     - 1972     MONUMENTED       CA2330
 JT1602
 JT1602                          STATION DESCRIPTION
 JT1602
 JT1602'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1602'6.0 MI (9.7 KM) NORTHWEST FROM THE COUNTY COURTHOUSE AT NAPA AT
 JT1602'SOUTHWEST CORNER OF INTERSECTION OF DRY CREEK ROAD AND ORCHARD
 JT1602'AVENUE, 292 FT (89.0 M) SOUTH OF CENTERLINE OF ORCHARD AVENUE, 14 FT
 JT1602'(4.3 M) WEST OF CENTERLINE OF DRY CREEK ROAD IN THE ASPHALT PAVED
 JT1602'SHOULDER, 0.6 FT (0.2 M) BELOW THE TOP OF A 10 INCH DIAMETER MONUMENT
 JT1602'BOX SET FLUSH WITH THE PAVEMENT, WITH THE WORD MONUMENT CAST IN THE
 JT1602'COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN TO
 JT1602'REFUSAL AT 18 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1673 ***********************************************************************
 JT1673  DESIGNATION -  79 A
 JT1673  PID         -  JT1673
 JT1673  STATE/COUNTY-  CA/NAPA
 JT1673  USGS QUAD   -  NAPA (1980)
 JT1673
 JT1673                         *CURRENT SURVEY CONTROL
 JT1673  ___________________________________________________________________
 JT1673* NAD 83(1986)-  38 20 12.     (N)    122 20 45.     (W)     SCALED    
 JT1673* NAVD 88     -        48.15   (+/-2cm)     158.0    (feet)  VERTCON   
 JT1673  ___________________________________________________________________
 JT1673  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JT1673  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1673
 JT1673.The horizontal coordinates were scaled from a topographic map and have
 JT1673.an estimated accuracy of +/- 6 seconds.
 JT1673
 JT1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1673.The vertical order pertains to the NGVD 29 superseded value.
 JT1673
 JT1673.The geoid height was determined by GEOID03.
 JT1673
 JT1673;                    North         East    Units  Estimated Accuracy
 JT1673;SPC CA 2     -   574,430.    1,969,760.      MT  (+/- 180 meters Scaled)
 JT1673
 JT1673                          SUPERSEDED SURVEY CONTROL
 JT1673
 JT1673  NGVD 29 (??/??/92)   47.336  (m)          155.30   (f) ADJ UNCH    1 1
 JT1673
 JT1673.Superseded values are not recommended for survey control.
 JT1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1673.See file dsdata.txt to determine how the superseded data were derived.
 JT1673
 JT1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH571433(NAD 83)
 JT1673_MARKER: DD = SURVEY DISK
 JT1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1673_SP_SET: CONCRETE POST
 JT1673_MARK LOGO: CA2330
 JT1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1673+STABILITY: SURFACE MOTION
 JT1673
 JT1673  HISTORY     - Date     Condition        Report By
 JT1673  HISTORY     - 1971     MONUMENTED       CA2330
 JT1673
 JT1673                          STATION DESCRIPTION
 JT1673
 JT1673'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1673'ALONG DRY CREEK ROAD, 1100 FT (335.3 M) NORTH ON LINDA VISTA, EAST OF
 JT1673'EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1674 ***********************************************************************
 JT1674  DESIGNATION -  79 B
 JT1674  PID         -  JT1674
 JT1674  STATE/COUNTY-  CA/NAPA
 JT1674  USGS QUAD   -  NAPA (1980)
 JT1674
 JT1674                         *CURRENT SURVEY CONTROL
 JT1674  ___________________________________________________________________
 JT1674* NAD 83(1986)-  38 20 17.     (N)    122 20 52.     (W)     SCALED    
 JT1674* NAVD 88     -        52.95   (+/-2cm)     173.7    (feet)  VERTCON   
 JT1674  ___________________________________________________________________
 JT1674  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JT1674  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1674
 JT1674.The horizontal coordinates were scaled from a topographic map and have
 JT1674.an estimated accuracy of +/- 6 seconds.
 JT1674
 JT1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1674.The vertical order pertains to the NGVD 29 superseded value.
 JT1674
 JT1674.The geoid height was determined by GEOID03.
 JT1674
 JT1674;                    North         East    Units  Estimated Accuracy
 JT1674;SPC CA 2     -   574,590.    1,969,600.      MT  (+/- 180 meters Scaled)
 JT1674
 JT1674                          SUPERSEDED SURVEY CONTROL
 JT1674
 JT1674  NGVD 29 (??/??/92)   52.137  (m)          171.05   (f) ADJ UNCH    1 1
 JT1674
 JT1674.Superseded values are not recommended for survey control.
 JT1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1674.See file dsdata.txt to determine how the superseded data were derived.
 JT1674
 JT1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH570435(NAD 83)
 JT1674_MARKER: DD = SURVEY DISK
 JT1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1674_SP_SET: CONCRETE POST
 JT1674_MARK LOGO: CA2330
 JT1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1674+STABILITY: SURFACE MOTION
 JT1674
 JT1674  HISTORY     - Date     Condition        Report By
 JT1674  HISTORY     - 1971     MONUMENTED       CA2330
 JT1674
 JT1674                          STATION DESCRIPTION
 JT1674
 JT1674'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1674'ALONG DRY CREEK ROAD AT NO.3109, WEST OF EP, A WELL TYPE CONCRETE
 JT1674'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1675 ***********************************************************************
 JT1675  DESIGNATION -  79 C
 JT1675  PID         -  JT1675
 JT1675  STATE/COUNTY-  CA/NAPA
 JT1675  USGS QUAD   -  NAPA (1980)
 JT1675
 JT1675                         *CURRENT SURVEY CONTROL
 JT1675  ___________________________________________________________________
 JT1675* NAD 83(1986)-  38 20 22.     (N)    122 20 55.     (W)     SCALED    
 JT1675* NAVD 88     -        51.03   (+/-2cm)     167.4    (feet)  VERTCON   
 JT1675  ___________________________________________________________________
 JT1675  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1675  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1675
 JT1675.The horizontal coordinates were scaled from a topographic map and have
 JT1675.an estimated accuracy of +/- 6 seconds.
 JT1675
 JT1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1675.The vertical order pertains to the NGVD 29 superseded value.
 JT1675
 JT1675.The geoid height was determined by GEOID03.
 JT1675
 JT1675;                    North         East    Units  Estimated Accuracy
 JT1675;SPC CA 2     -   574,740.    1,969,520.      MT  (+/- 180 meters Scaled)
 JT1675
 JT1675                          SUPERSEDED SURVEY CONTROL
 JT1675
 JT1675  NGVD 29 (??/??/92)   50.216  (m)          164.75   (f) ADJ UNCH    1 1
 JT1675
 JT1675.Superseded values are not recommended for survey control.
 JT1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1675.See file dsdata.txt to determine how the superseded data were derived.
 JT1675
 JT1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH569436(NAD 83)
 JT1675_MARKER: DD = SURVEY DISK
 JT1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1675_SP_SET: CONCRETE POST
 JT1675_MARK LOGO: CA2330
 JT1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1675+STABILITY: SURFACE MOTION
 JT1675
 JT1675  HISTORY     - Date     Condition        Report By
 JT1675  HISTORY     - 1971     MONUMENTED       CA2330
 JT1675
 JT1675                          STATION DESCRIPTION
 JT1675
 JT1675'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1675'ALONG DRY CREEK ROAD AT NO. 3141, EAST OF EP, A WELL TYPE CONCRETE
 JT1675'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1434 ***********************************************************************
 HS1434  DESIGNATION -  79 CAHD
 HS1434  PID         -  HS1434
 HS1434  STATE/COUNTY-  CA/MERCED
 HS1434  USGS QUAD   -  SANTA RITA BRIDGE (1977)
 HS1434
 HS1434                         *CURRENT SURVEY CONTROL
 HS1434  ___________________________________________________________________
 HS1434* NAD 83(1986)-  37 04 21.     (N)    120 31 12.     (W)     SCALED    
 HS1434* NAVD 88     -        38.62   (+/-2cm)     126.7    (feet)  VERTCON   
 HS1434  ___________________________________________________________________
 HS1434  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HS1434  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1434
 HS1434.The horizontal coordinates were scaled from a topographic map and have
 HS1434.an estimated accuracy of +/- 6 seconds.
 HS1434
 HS1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1434.The vertical order pertains to the NGVD 29 superseded value.
 HS1434
 HS1434.The geoid height was determined by GEOID03.
 HS1434
 HS1434;                    North         East    Units  Estimated Accuracy
 HS1434;SPC CA 3     -   563,540.    1,998,220.      MT  (+/- 180 meters Scaled)
 HS1434
 HS1434                          SUPERSEDED SURVEY CONTROL
 HS1434
 HS1434  NGVD 29 (??/??/92)   37.92   (m)          124.4    (f) COMPUTED    1 2
 HS1434
 HS1434.Superseded values are not recommended for survey control.
 HS1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1434.See file dsdata.txt to determine how the superseded data were derived.
 HS1434
 HS1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG204057(NAD 83)
 HS1434_MARKER: DD = SURVEY DISK
 HS1434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1434_SP_SET: BRIDGE
 HS1434_STAMPING: 79
 HS1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1434
 HS1434  HISTORY     - Date     Condition        Report By
 HS1434  HISTORY     - UNK      MONUMENTED       CADH
 HS1434  HISTORY     - 1957     GOOD             NGS
 HS1434  HISTORY     - 1964     MARK NOT FOUND   NGS
 HS1434
 HS1434                          STATION DESCRIPTION
 HS1434
 HS1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS1434'1.2 MI SW FROM RED TOP.
 HS1434'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE
 HS1434'AT RED TOP, IN R13E T10S, NEAR THE CENTER OF THE EAST BOUNDARY OF
 HS1434'THE SOUTHWEST QUARTER OF SECTION 11, AT BRIDGE C 953+50, IN THE
 HS1434'TOP OF THE SOUTHWEST END OF THE SOUTH CONCRETE HEADWALL, 22 1/2
 HS1434'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 28.7 FEET
 HS1434'NORTH OF A FENCE.
 HS1434
 HS1434                          STATION RECOVERY (1964)
 HS1434
 HS1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1678 ***********************************************************************
 JT1678  DESIGNATION -  79 D
 JT1678  PID         -  JT1678
 JT1678  STATE/COUNTY-  CA/NAPA
 JT1678  USGS QUAD   -  NAPA (1980)
 JT1678
 JT1678                         *CURRENT SURVEY CONTROL
 JT1678  ___________________________________________________________________
 JT1678* NAD 83(1986)-  38 20 28.     (N)    122 21 01.     (W)     SCALED    
 JT1678* NAVD 88     -        52.81   (+/-2cm)     173.3    (feet)  VERTCON   
 JT1678  ___________________________________________________________________
 JT1678  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT1678  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1678
 JT1678.The horizontal coordinates were scaled from a topographic map and have
 JT1678.an estimated accuracy of +/- 6 seconds.
 JT1678
 JT1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1678.The vertical order pertains to the NGVD 29 superseded value.
 JT1678
 JT1678.The geoid height was determined by GEOID03.
 JT1678
 JT1678;                    North         East    Units  Estimated Accuracy
 JT1678;SPC CA 2     -   574,930.    1,969,380.      MT  (+/- 180 meters Scaled)
 JT1678
 JT1678                          SUPERSEDED SURVEY CONTROL
 JT1678
 JT1678  NGVD 29 (??/??/92)   51.992  (m)          170.58   (f) ADJ UNCH    1 1
 JT1678
 JT1678.Superseded values are not recommended for survey control.
 JT1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1678.See file dsdata.txt to determine how the superseded data were derived.
 JT1678
 JT1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH567438(NAD 83)
 JT1678_MARKER: DD = SURVEY DISK
 JT1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1678_SP_SET: CONCRETE POST
 JT1678_MARK LOGO: CA2330
 JT1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1678+STABILITY: SURFACE MOTION
 JT1678
 JT1678  HISTORY     - Date     Condition        Report By
 JT1678  HISTORY     - 1971     MONUMENTED       CA2330
 JT1678
 JT1678                          STATION DESCRIPTION
 JT1678
 JT1678'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1678'ALONG DRY CREEK ROAD, 430 FT (131.1 M) SOUTH ON ORCHARD, EAST OF EP, A
 JT1678'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1906 ***********************************************************************
 JT1906  DESIGNATION -  79 E
 JT1906  PID         -  JT1906
 JT1906  STATE/COUNTY-  CA/NAPA
 JT1906  USGS QUAD   -  NAPA (1980)
 JT1906
 JT1906                         *CURRENT SURVEY CONTROL
 JT1906  ___________________________________________________________________
 JT1906* NAD 83(1986)-  38 20 34.     (N)    122 20 38.     (W)     SCALED    
 JT1906* NAVD 88     -        42.38   (+/-2cm)     139.0    (feet)  VERTCON   
 JT1906  ___________________________________________________________________
 JT1906  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1906  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1906
 JT1906.The horizontal coordinates were scaled from a topographic map and have
 JT1906.an estimated accuracy of +/- 6 seconds.
 JT1906
 JT1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1906.The vertical order pertains to the NGVD 29 superseded value.
 JT1906
 JT1906.The geoid height was determined by GEOID03.
 JT1906
 JT1906;                    North         East    Units  Estimated Accuracy
 JT1906;SPC CA 2     -   575,110.    1,969,940.      MT  (+/- 180 meters Scaled)
 JT1906
 JT1906                          SUPERSEDED SURVEY CONTROL
 JT1906
 JT1906  NGVD 29 (??/??/92)   41.568  (m)          136.38   (f) ADJ UNCH    1 1
 JT1906
 JT1906.Superseded values are not recommended for survey control.
 JT1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1906.See file dsdata.txt to determine how the superseded data were derived.
 JT1906
 JT1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH573440(NAD 83)
 JT1906_MARKER: DD = SURVEY DISK
 JT1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1906_SP_SET: CONCRETE POST
 JT1906_MARK LOGO: CA2330
 JT1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1906+STABILITY: SURFACE MOTION
 JT1906
 JT1906  HISTORY     - Date     Condition        Report By
 JT1906  HISTORY     - 1971     MONUMENTED       CA2330
 JT1906
 JT1906                          STATION DESCRIPTION
 JT1906
 JT1906'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1906'ALONG ORCHARD AVENUE SOUTH, 2000 FT (609.6 M) EAST OF DRY CREEK, 10 FT
 JT1906'(3.0 M) SOUTH OF THE CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1906'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1908 ***********************************************************************
 JT1908  DESIGNATION -  79 F
 JT1908  PID         -  JT1908
 JT1908  STATE/COUNTY-  CA/NAPA
 JT1908  USGS QUAD   -  NAPA (1980)
 JT1908
 JT1908                         *CURRENT SURVEY CONTROL
 JT1908  ___________________________________________________________________
 JT1908* NAD 83(1986)-  38 20 38.     (N)    122 20 20.     (W)     SCALED    
 JT1908* NAVD 88     -        37.32   (+/-2cm)     122.4    (feet)  VERTCON   
 JT1908  ___________________________________________________________________
 JT1908  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1908  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1908
 JT1908.The horizontal coordinates were scaled from a topographic map and have
 JT1908.an estimated accuracy of +/- 6 seconds.
 JT1908
 JT1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1908.The vertical order pertains to the NGVD 29 superseded value.
 JT1908
 JT1908.The geoid height was determined by GEOID03.
 JT1908
 JT1908;                    North         East    Units  Estimated Accuracy
 JT1908;SPC CA 2     -   575,230.    1,970,370.      MT  (+/- 180 meters Scaled)
 JT1908
 JT1908                          SUPERSEDED SURVEY CONTROL
 JT1908
 JT1908  NGVD 29 (??/??/92)   36.513  (m)          119.79   (f) ADJ UNCH    1 1
 JT1908
 JT1908.Superseded values are not recommended for survey control.
 JT1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1908.See file dsdata.txt to determine how the superseded data were derived.
 JT1908
 JT1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH577441(NAD 83)
 JT1908_MARKER: DD = SURVEY DISK
 JT1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1908_SP_SET: CONCRETE POST
 JT1908_MARK LOGO: CA2330
 JT1908_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1908+STABILITY: SURFACE MOTION
 JT1908
 JT1908  HISTORY     - Date     Condition        Report By
 JT1908  HISTORY     - 1971     MONUMENTED       CA2330
 JT1908
 JT1908                          STATION DESCRIPTION
 JT1908
 JT1908'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1908'ALONG ORCHARD AVENUE, 375 FT (114.3 M) WEST OF NO. 1187, 12 FT
 JT1908'(3.7 M) SOUTH OF THE CENTERLINE, A WELL TYPE CONCRETE MONUMENT WITH A
 JT1908'BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5814 ***********************************************************************
 EW5814  DESIGNATION -  79 FMK USGS
 EW5814  PID         -  EW5814
 EW5814  STATE/COUNTY-  CA/VENTURA
 EW5814  USGS QUAD   -  VENTURA (1967)
 EW5814
 EW5814                         *CURRENT SURVEY CONTROL
 EW5814  ___________________________________________________________________
 EW5814* NAD 83(1986)-  34 21 54.     (N)    119 18 24.     (W)     SCALED    
 EW5814* NAVD 88     -        82.123  (meters)     269.43   (feet)  ADJUSTED  
 EW5814  ___________________________________________________________________
 EW5814  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EW5814  DYNAMIC HT  -          82.037 (meters)     269.15  (feet)  COMP
 EW5814  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 EW5814
 EW5814  VERT ORDER  -  FIRST     CLASS I
 EW5814
 EW5814.The horizontal coordinates were scaled from a topographic map and have
 EW5814.an estimated accuracy of +/- 6 seconds.
 EW5814
 EW5814.The orthometric height was determined by differential leveling
 EW5814.and adjusted in June 1991.
 EW5814
 EW5814.The geoid height was determined by GEOID03.
 EW5814
 EW5814.The dynamic height is computed by dividing the NAVD 88
 EW5814.geopotential number by the normal gravity value computed on the
 EW5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5814.degrees latitude (g = 980.6199 gals.).
 EW5814
 EW5814.The modeled gravity was interpolated from observed gravity values.
 EW5814
 EW5814;                    North         East    Units  Estimated Accuracy
 EW5814;SPC CA 5     -   596,730.    1,879,810.      MT  (+/- 180 meters Scaled)
 EW5814
 EW5814                          SUPERSEDED SURVEY CONTROL
 EW5814
 EW5814  NGVD 29 (??/??/92)   81.362  (m)          266.94   (f) ADJ UNCH    1 1
 EW5814
 EW5814.Superseded values are not recommended for survey control.
 EW5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5814.See file dsdata.txt to determine how the superseded data were derived.
 EW5814
 EW5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU878050(NAD 83)
 EW5814_MARKER: DB = BENCH MARK DISK
 EW5814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5814_SP_SET: HEAD WALL
 EW5814_STAMPING: 79 FMK 1973
 EW5814
 EW5814  HISTORY     - Date     Condition        Report By
 EW5814  HISTORY     - UNK      MONUMENTED
 EW5814  HISTORY     - 1977     GOOD             NGS
 EW5814  HISTORY     - 1983     GOOD             USGS
 EW5814
 EW5814                          STATION DESCRIPTION
 EW5814
 EW5814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5814'7.55 MI NORTH FROM VENTURA.
 EW5814'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5814'THENCE 5.95 MILES NORTH ALONG VENTURA AVENUE, THENCE 0.7 MILE NORTH
 EW5814'ALONG STATE HIGHWAY 33, 7.75 MILES SOUTHWEST OF OJAI, 0.05 MILE
 EW5814'SOUTHWEST OF THE SOUTH ONE OF TWO JUNCTIONS OF NYE ROAD, 0.1 MILE
 EW5814'NORTHEAST OF THE JUNCTION OF SYCAMORE DRIVE, 58.4 FT.SOUTH OF POLE
 EW5814'1531676E, 47.6 FT. NORTH OF A 27-INCH PEPPER TREE, 42.7 FT WEST OF
 EW5814'OF THE SOUTHWEST CORNER OF HOUSE 5450, 24.0 FT. EAST OF THE CENTER
 EW5814'LINE OF THE HIGHWAY, IN THE TOP AND 0.5 FT. SOUTHWEST OF THE NORTHEAST
 EW5814'END OF THE SOUTHEAST HEAD WALL OF 20-INCH PIPE CULVERT 6.52.
 EW5814
 EW5814                          STATION RECOVERY (1983)
 EW5814
 EW5814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1910 ***********************************************************************
 JT1910  DESIGNATION -  79 G
 JT1910  PID         -  JT1910
 JT1910  STATE/COUNTY-  CA/NAPA
 JT1910  USGS QUAD   -  NAPA (1980)
 JT1910
 JT1910                         *CURRENT SURVEY CONTROL
 JT1910  ___________________________________________________________________
 JT1910* NAD 83(1986)-  38 20 42.     (N)    122 20 08.     (W)     SCALED    
 JT1910* NAVD 88     -        33.72   (+/-2cm)     110.6    (feet)  VERTCON   
 JT1910  ___________________________________________________________________
 JT1910  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1910  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1910
 JT1910.The horizontal coordinates were scaled from a topographic map and have
 JT1910.an estimated accuracy of +/- 6 seconds.
 JT1910
 JT1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1910.The vertical order pertains to the NGVD 29 superseded value.
 JT1910
 JT1910.The geoid height was determined by GEOID03.
 JT1910
 JT1910;                    North         East    Units  Estimated Accuracy
 JT1910;SPC CA 2     -   575,350.    1,970,670.      MT  (+/- 180 meters Scaled)
 JT1910
 JT1910                          SUPERSEDED SURVEY CONTROL
 JT1910
 JT1910  NGVD 29 (??/??/92)   32.909  (m)          107.97   (f) ADJ UNCH    1 1
 JT1910
 JT1910.Superseded values are not recommended for survey control.
 JT1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1910.See file dsdata.txt to determine how the superseded data were derived.
 JT1910
 JT1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH580443(NAD 83)
 JT1910_MARKER: DD = SURVEY DISK
 JT1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1910_SP_SET: CONCRETE POST
 JT1910_MARK LOGO: CA2330
 JT1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1910+STABILITY: SURFACE MOTION
 JT1910
 JT1910  HISTORY     - Date     Condition        Report By
 JT1910  HISTORY     - 1971     MONUMENTED       CA2330
 JT1910
 JT1910                          STATION DESCRIPTION
 JT1910
 JT1910'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1910'ALONG ORCHARD AVENUE AT NO. 1065, 10 FT (3.0 M) SOUTH OF CENTERLINE, A
 JT1910'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1909 ***********************************************************************
 JT1909  DESIGNATION -  79 H
 JT1909  PID         -  JT1909
 JT1909  STATE/COUNTY-  CA/NAPA
 JT1909  USGS QUAD   -  NAPA (1980)
 JT1909
 JT1909                         *CURRENT SURVEY CONTROL
 JT1909  ___________________________________________________________________
 JT1909* NAD 83(1986)-  38 20 47.     (N)    122 19 54.     (W)     SCALED    
 JT1909* NAVD 88     -        32.14   (+/-2cm)     105.4    (feet)  VERTCON   
 JT1909  ___________________________________________________________________
 JT1909  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JT1909  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1909
 JT1909.The horizontal coordinates were scaled from a topographic map and have
 JT1909.an estimated accuracy of +/- 6 seconds.
 JT1909
 JT1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1909.The vertical order pertains to the NGVD 29 superseded value.
 JT1909
 JT1909.The geoid height was determined by GEOID03.
 JT1909
 JT1909;                    North         East    Units  Estimated Accuracy
 JT1909;SPC CA 2     -   575,510.    1,971,010.      MT  (+/- 180 meters Scaled)
 JT1909
 JT1909                          SUPERSEDED SURVEY CONTROL
 JT1909
 JT1909  NGVD 29 (??/??/92)   31.333  (m)          102.80   (f) ADJ UNCH    1 1
 JT1909
 JT1909.Superseded values are not recommended for survey control.
 JT1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1909.See file dsdata.txt to determine how the superseded data were derived.
 JT1909
 JT1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH584444(NAD 83)
 JT1909_MARKER: DD = SURVEY DISK
 JT1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1909_SP_SET: CONCRETE POST
 JT1909_MARK LOGO: CA2330
 JT1909_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1909+STABILITY: SURFACE MOTION
 JT1909
 JT1909  HISTORY     - Date     Condition        Report By
 JT1909  HISTORY     - 1971     MONUMENTED       CA2330
 JT1909
 JT1909                          STATION DESCRIPTION
 JT1909
 JT1909'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1909'ALONG ORCHARD AVENUE AT NO. 1065, 10 FT (3.0 M) SOUTH OF CENTERLINE, A
 JT1909'WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU1434 ***********************************************************************
 LU1434  DESIGNATION -  79 RS USGS
 LU1434  PID         -  LU1434
 LU1434  STATE/COUNTY-  CA/HUMBOLDT
 LU1434  USGS QUAD   -  BRIDGEVILLE (1969)
 LU1434
 LU1434                         *CURRENT SURVEY CONTROL
 LU1434  ___________________________________________________________________
 LU1434* NAD 83(1986)-  40 29 14.     (N)    123 45 40.     (W)     SCALED    
 LU1434* NAVD 88     -       530.87   (+/-2cm)    1741.7    (feet)  VERTCON   
 LU1434  ___________________________________________________________________
 LU1434  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LU1434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU1434
 LU1434.The horizontal coordinates were scaled from a topographic map and have
 LU1434.an estimated accuracy of +/- 6 seconds.
 LU1434
 LU1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1434.The vertical order pertains to the NGVD 29 superseded value.
 LU1434
 LU1434.The geoid height was determined by GEOID03.
 LU1434
 LU1434;                    North         East    Units  Estimated Accuracy
 LU1434;SPC CA 1     -   629,630.    1,850,710.      MT  (+/- 180 meters Scaled)
 LU1434
 LU1434                          SUPERSEDED SURVEY CONTROL
 LU1434
 LU1434  NGVD 29 (??/??/92)  529.888  (m)         1738.47   (f) ADJ UNCH    2 0
 LU1434
 LU1434.Superseded values are not recommended for survey control.
 LU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1434.See file dsdata.txt to determine how the superseded data were derived.
 LU1434
 LU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK354821(NAD 83)
 LU1434_MARKER: DD = SURVEY DISK
 LU1434_SETTING: 66 = SET IN ROCK OUTCROP
 LU1434_SP_SET: ROCK OUTCROP
 LU1434_STAMPING: 1738 79 RS 1933
 LU1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1434+STABILITY: POSITION/ELEVATION WELL
 LU1434
 LU1434  HISTORY     - Date     Condition        Report By
 LU1434  HISTORY     - 1933     MONUMENTED       USGS
 LU1434  HISTORY     - 1949     GOOD             NGS
 LU1434  HISTORY     - 1972     GOOD
 LU1434
 LU1434                          STATION DESCRIPTION
 LU1434
 LU1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU1434'3.7 MI E FROM BRIDGEVILLE.
 LU1434'3.7 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 LU1434'BRIDGEVILLE, ON A GRASSY SLOPE, ABOUT 75 YARDS WEST OF THE
 LU1434'EAST EDGE OF A CLEARING, 82 FEET NORTH OF THE CENTERLINE OF THE
 LU1434'HIGHWAY, 34.6 FEET NORTH OF A FENCE, IN THE TOP OF A ROCK
 LU1434'OUTCROP, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 LU1434
 LU1434                          STATION RECOVERY (1972)
 LU1434
 LU1434'RECOVERED 1972
 LU1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0089 ***********************************************************************
 FT0089  DESIGNATION -  79 WFM
 FT0089  PID         -  FT0089
 FT0089  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0089  USGS QUAD   -  EAST OF GOLDSTONE (1986)
 FT0089
 FT0089                         *CURRENT SURVEY CONTROL
 FT0089  ___________________________________________________________________
 FT0089* NAD 83(1986)-  35 18 04.     (N)    116 48 55.     (W)     SCALED    
 FT0089* NAVD 88     -      1011.178  (meters)    3317.51   (feet)  ADJUSTED  
 FT0089  ___________________________________________________________________
 FT0089  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FT0089  DYNAMIC HT  -        1010.006 (meters)    3313.66  (feet)  COMP
 FT0089  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 FT0089  OBS GRAVITY -     979,440.7   (mgal)                       GRAV_OBS
 FT0089
 FT0089  VERT ORDER  -  FIRST     CLASS I
 FT0089
 FT0089.The horizontal coordinates were scaled from a topographic map and have
 FT0089.an estimated accuracy of +/- 6 seconds.
 FT0089
 FT0089.The orthometric height was determined by differential leveling
 FT0089.and adjusted in June 1991.
 FT0089
 FT0089.The geoid height was determined by GEOID03.
 FT0089
 FT0089.The dynamic height is computed by dividing the NAVD 88
 FT0089.geopotential number by the normal gravity value computed on the
 FT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0089.degrees latitude (g = 980.6199 gals.).
 FT0089
 FT0089.The modeled gravity was interpolated from observed gravity values.
 FT0089.The observed gravity was obtained from relative gravimeter ties
 FT0089.to the IGSN71 gravity network.
 FT0089
 FT0089;                    North         East    Units  Estimated Accuracy
 FT0089;SPC CA 5     -   700,430.    2,107,750.      MT  (+/- 180 meters Scaled)
 FT0089
 FT0089                          SUPERSEDED SURVEY CONTROL
 FT0089
 FT0089  NGVD 29 (??/??/92) 1010.377  (m)         3314.88   (f) ADJ UNCH    1 1
 FT0089
 FT0089.Superseded values are not recommended for survey control.
 FT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0089.See file dsdata.txt to determine how the superseded data were derived.
 FT0089
 FT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV167064(NAD 83)
 FT0089_MARKER: DD = SURVEY DISK
 FT0089_SETTING: 66 = SET IN ROCK OUTCROP
 FT0089_SP_SET: ROCK OUTCROP
 FT0089_STAMPING: 79 WFM 3314 1946
 FT0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FT0089+STABILITY: POSITION/ELEVATION WELL
 FT0089
 FT0089  HISTORY     - Date     Condition        Report By
 FT0089  HISTORY     - 1946     MONUMENTED       USGS
 FT0089  HISTORY     - 1963     GOOD             NGS
 FT0089  HISTORY     - 1977     GOOD             NGS
 FT0089
 FT0089                          STATION DESCRIPTION
 FT0089
 FT0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0089'11.4 MI NW FROM CAMP IRWIN.
 FT0089'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0089'GOLDSTONE ROAD AT CAMP IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0089'PICKERING ROAD, THENCE 2.45 MILES NORTHWEST ALONG RECHTIN ROAD,
 FT0089'40.7 MILES NORTHEAST OF BARSTOW, 0.1 MILE NORTHWEST OF THE JUNCTION
 FT0089'OF RENAETTI ROAD LEADING EAST TO ECHO SITE, AT THE JUNCTION OF A
 FT0089'GRADED ROAD LEADING EAST TO GOLDSTONE, 176 FEET SOUTHWEST OF THE
 FT0089'CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE
 FT0089'GRADED ROAD, IN THE TOP OF THE SOUTH SIDE OF A MASSIVE GRANITE
 FT0089'OUTCROP, 30.7 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2
 FT0089'FEET HIGHER THAN THE ROAD.
 FT0089
 FT0089                          STATION RECOVERY (1977)
 FT0089
 FT0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0089'CORRECTION- PICKERING ROAD IS NOW NASA ROAD AND RECHTIN ROAD IS
 FT0089'NOW GOLDSTONE ROAD AND PENZETTI ROAD IS NOW ECHO ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1998 ***********************************************************************
 HS1998  DESIGNATION -  79.02 RT USBR
 HS1998  PID         -  HS1998
 HS1998  STATE/COUNTY-  CA/MERCED
 HS1998  USGS QUAD   -  VOLTA (1971)
 HS1998
 HS1998                         *CURRENT SURVEY CONTROL
 HS1998  ___________________________________________________________________
 HS1998* NAD 83(1986)-  37 00 09.     (N)    120 54 40.     (W)     SCALED    
 HS1998* NAVD 88     -        63.94   (+/-2cm)     209.8    (feet)  VERTCON   
 HS1998  ___________________________________________________________________
 HS1998  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HS1998  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1998
 HS1998.The horizontal coordinates were scaled from a topographic map and have
 HS1998.an estimated accuracy of +/- 6 seconds.
 HS1998
 HS1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1998.The vertical order pertains to the NGVD 29 superseded value.
 HS1998
 HS1998.The geoid height was determined by GEOID03.
 HS1998
 HS1998;                    North         East    Units  Estimated Accuracy
 HS1998;SPC CA 3     -   555,850.    1,963,410.      MT  (+/- 180 meters Scaled)
 HS1998
 HS1998                          SUPERSEDED SURVEY CONTROL
 HS1998
 HS1998  NGVD 29 (??/??/??)   63.063  (m)          206.90   (f) ADJUSTED    1 1
 HS1998
 HS1998.Superseded values are not recommended for survey control.
 HS1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1998.See file dsdata.txt to determine how the superseded data were derived.
 HS1998
 HS1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF858971(NAD 83)
 HS1998_MARKER: DD = SURVEY DISK
 HS1998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1998_SP_SET: UNDERCHUTE HEAD WALL
 HS1998_STAMPING: 79.02 RT
 HS1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1998
 HS1998  HISTORY     - Date     Condition        Report By
 HS1998  HISTORY     - UNK      MONUMENTED       BOR
 HS1998  HISTORY     - 1967     GOOD             NGS
 HS1998
 HS1998                          STATION DESCRIPTION
 HS1998
 HS1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS1998'7.7 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS1998'7.7 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 HS1998'DOS ANIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE SOUTHWEST
 HS1998'CONCRETE HEAD WALL OF UNDERCHUTE CU-79.02, 91 FEET SOUTHWEST
 HS1998'OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 20
 HS1998'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2000 ***********************************************************************
 HS2000  DESIGNATION -  79.23 LT USBR
 HS2000  PID         -  HS2000
 HS2000  STATE/COUNTY-  CA/MERCED
 HS2000  USGS QUAD   -  VOLTA (1971)
 HS2000
 HS2000                         *CURRENT SURVEY CONTROL
 HS2000  ___________________________________________________________________
 HS2000* NAD 83(1986)-  37 00 06.     (N)    120 54 28.     (W)     SCALED    
 HS2000* NAVD 88     -        72.90   (+/-2cm)     239.2    (feet)  VERTCON   
 HS2000  ___________________________________________________________________
 HS2000  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HS2000  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS2000
 HS2000.The horizontal coordinates were scaled from a topographic map and have
 HS2000.an estimated accuracy of +/- 6 seconds.
 HS2000
 HS2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2000.The vertical order pertains to the NGVD 29 superseded value.
 HS2000
 HS2000.The geoid height was determined by GEOID03.
 HS2000
 HS2000;                    North         East    Units  Estimated Accuracy
 HS2000;SPC CA 3     -   555,760.    1,963,700.      MT  (+/- 180 meters Scaled)
 HS2000
 HS2000                          SUPERSEDED SURVEY CONTROL
 HS2000
 HS2000  NGVD 29 (??/??/??)   72.022  (m)          236.29   (f) ADJUSTED    1 1
 HS2000
 HS2000.Superseded values are not recommended for survey control.
 HS2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2000.See file dsdata.txt to determine how the superseded data were derived.
 HS2000
 HS2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF861971(NAD 83)
 HS2000_MARKER: DD = SURVEY DISK
 HS2000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2000_SP_SET: BRIDGE
 HS2000_STAMPING: 79.23 LT
 HS2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2000
 HS2000  HISTORY     - Date     Condition        Report By
 HS2000  HISTORY     - UNK      MONUMENTED       BOR
 HS2000  HISTORY     - 1967     GOOD             NGS
 HS2000
 HS2000                          STATION DESCRIPTION
 HS2000
 HS2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS2000'7.5 MI NW FROM DOS AMIGOS PUMP PLANT.
 HS2000'7.5 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 HS2000'AMIGOS PUMP PLANT, AT THE CROSSING OF CANYON ROAD, IN THE TOP
 HS2000'OF THE NORTHWEST CONCRETE WING WALL OF CANYON ROAD BRIDGE OVER
 HS2000'THE AQUEDUCT, 3.4 FEET SOUTH OF THE NORTH END OF THE WING
 HS2000'WALL, 14 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV0941 ***********************************************************************
 EV0941  DESIGNATION -  79.87
 EV0941  PID         -  EV0941
 EV0941  STATE/COUNTY-  CA/SAN BERNARDINO
 EV0941  USGS QUAD   -  REDLANDS (1996)
 EV0941
 EV0941                         *CURRENT SURVEY CONTROL
 EV0941  ___________________________________________________________________
 EV0941* NAD 83(1986)-  34 05 00.     (N)    117 14 37.     (W)     SCALED    
 EV0941* NAVD 88     -       332.07   (+/-2cm)    1089.5    (feet)  VERTCON   
 EV0941  ___________________________________________________________________
 EV0941  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 EV0941  VERT ORDER  -  THIRD (See Below)
 EV0941
 EV0941.The horizontal coordinates were scaled from a topographic map and have
 EV0941.an estimated accuracy of +/- 6 seconds.
 EV0941
 EV0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV0941.The vertical order pertains to the NGVD 29 superseded value.
 EV0941
 EV0941.The geoid height was determined by GEOID03.
 EV0941
 EV0941;                    North         East    Units  Estimated Accuracy
 EV0941;SPC CA 5     -   564,970.    2,069,810.      MT  (+/- 180 meters Scaled)
 EV0941
 EV0941                          SUPERSEDED SURVEY CONTROL
 EV0941
 EV0941  NGVD 29 (??/??/??)  331.32   (m)         1087.0    (f) RESET       3  
 EV0941
 EV0941.Superseded values are not recommended for survey control.
 EV0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV0941.See file dsdata.txt to determine how the superseded data were derived.
 EV0941
 EV0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT775714(NAD 83)
 EV0941_MARKER: X = CHISELED CROSS
 EV0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV0941_SP_SET: BRIDGE ABUTMENT
 EV0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV0941
 EV0941  HISTORY     - Date     Condition        Report By
 EV0941  HISTORY     - UNK      MONUMENTED       DOD
 EV0941  HISTORY     - 1956     GOOD             NGS
 EV0941
 EV0941                          STATION DESCRIPTION
 EV0941
 EV0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EV0941'AT SAN BERNARDINO.
 EV0941'AT SAN BERNARDINO, 0.3 MILE SOUTH ALONG MT. VIEW AVENUE FROM
 EV0941'THE GATE TO THE NORTON AIR FORCE BASE REFUSE GROUNDS, AT A PACIFIC
 EV0941'ELECTRIC RAILWAY STEEL TRUSS BRIDGE OVER SANTA ANA WASH, IN THE
 EV0941'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, 4.4 FEET
 EV0941'EAST OF THE EAST RAIL, 3.5 FEET WEST OF THE SOUTH CORNER OF THE
 EV0941'ABUTMENT, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0020 ***********************************************************************
 JR0020  DESIGNATION -  7908
 JR0020  PID         -  JR0020
 JR0020  STATE/COUNTY-  CA/MONO
 JR0020  USGS QUAD   -  KIRKWOOD SPRING (1989)
 JR0020
 JR0020                         *CURRENT SURVEY CONTROL
 JR0020  ___________________________________________________________________
 JR0020* NAD 83(1986)-  38 14 20.     (N)    118 58 08.     (W)     SCALED    
 JR0020* NAVD 88     -      2409.73   (+/-2cm)    7905.9    (feet)  VERTCON   
 JR0020  ___________________________________________________________________
 JR0020  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0020
 JR0020.The horizontal coordinates were scaled from a topographic map and have
 JR0020.an estimated accuracy of +/- 6 seconds.
 JR0020
 JR0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0020.The vertical order pertains to the NGVD 29 superseded value.
 JR0020
 JR0020.The geoid height was determined by GEOID03.
 JR0020
 JR0020;                    North         East    Units  Estimated Accuracy
 JR0020;SPC CA 3     -   694,080.    2,134,030.      MT  (+/- 180 meters Scaled)
 JR0020
 JR0020                          SUPERSEDED SURVEY CONTROL
 JR0020
 JR0020  NGVD 29 (??/??/92) 2408.236  (m)         7901.02   (f) ADJ UNCH    2 0
 JR0020
 JR0020.Superseded values are not recommended for survey control.
 JR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0020.See file dsdata.txt to determine how the superseded data were derived.
 JR0020
 JR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC276341(NAD 83)
 JR0020_MARKER: DD = SURVEY DISK
 JR0020_SETTING: 66 = SET IN ROCK OUTCROP
 JR0020_SP_SET: OUTCROP
 JR0020_STAMPING: 7908
 JR0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0020+STABILITY: POSITION/ELEVATION WELL
 JR0020
 JR0020  HISTORY     - Date     Condition        Report By
 JR0020  HISTORY     - UNK      MONUMENTED       USGS
 JR0020  HISTORY     - 1940     GOOD             NGS
 JR0020
 JR0020                          STATION DESCRIPTION
 JR0020
 JR0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0020'23.6 MI E FROM BRIDGEPORT.
 JR0020'ABOUT 7 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM BRIDGEPORT, MONO
 JR0020'COUNTY, THENCE 16.6 MILES NORTHEAST ALONG THE ROAD LEADING TO
 JR0020'HAWTHORNE, NEVADA, 0.6 MILE SOUTH OF THE BILL GREGORY RANCH,
 JR0020'21 FEET EAST OF THE CENTERLINE OF THE ROAD, IN A HIGH VERTICAL
 JR0020'ROCK OUTCROP, AND ABOUT 18 INCHES ABOVE THE GROUND.  A UNITED
 JR0020'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7908 AND SET
 JR0020'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0177 ***********************************************************************
 FU0177  DESIGNATION -  792+44.15 CAHD
 FU0177  PID         -  FU0177
 FU0177  STATE/COUNTY-  CA/KERN
 FU0177  USGS QUAD   -  WEED PATCH (1992)
 FU0177
 FU0177                         *CURRENT SURVEY CONTROL
 FU0177  ___________________________________________________________________
 FU0177* NAD 83(1986)-  35 08 24.     (N)    118 59 38.     (W)     SCALED    
 FU0177* NAVD 88     -        91.79   (+/-2cm)     301.1    (feet)  VERTCON   
 FU0177  ___________________________________________________________________
 FU0177  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 FU0177  VERT ORDER  -  THIRD (See Below)
 FU0177
 FU0177.The horizontal coordinates were scaled from a topographic map and have
 FU0177.an estimated accuracy of +/- 6 seconds.
 FU0177
 FU0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0177.The vertical order pertains to the NGVD 29 superseded value.
 FU0177
 FU0177.The geoid height was determined by GEOID03.
 FU0177
 FU0177;                    North         East    Units  Estimated Accuracy
 FU0177;SPC CA 5     -   682,370.    1,909,430.      MT  (+/- 180 meters Scaled)
 FU0177
 FU0177                          SUPERSEDED SURVEY CONTROL
 FU0177
 FU0177  NGVD 29 (??/??/??)   91.12   (m)          298.9    (f) RESET       3  
 FU0177
 FU0177.Superseded values are not recommended for survey control.
 FU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0177.See file dsdata.txt to determine how the superseded data were derived.
 FU0177
 FU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU183903(NAD 83)
 FU0177_MARKER: DD = SURVEY DISK
 FU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0177_STAMPING: 792+44.15
 FU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0177+STABILITY: SURFACE MOTION
 FU0177
 FU0177  HISTORY     - Date     Condition        Report By
 FU0177  HISTORY     - UNK      MONUMENTED       CADH
 FU0177  HISTORY     - 1961     GOOD             NGS
 FU0177  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0177
 FU0177                          STATION DESCRIPTION
 FU0177
 FU0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0177'6 MI N FROM METTLER.
 FU0177'6.05 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF
 FU0177'STATE HIGHWAY 166 AND 33 AT METTLER, IN R28E T32S S 17, BETWEEN
 FU0177'THE EAST AND WEST LANES OF THE HIGHWAY, 36 1/2 FEET EAST OF THE
 FU0177'CENTER LINE OF THE WEST LANES, 34 1/2 FEET WEST OF THE CENTER
 FU0177'LINE OF THE EAST LANES, 242.3 FEET NORTH OF THE NORTH END OF THE
 FU0177'EAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER THE
 FU0177'WEST LANES, 1.1 FEET SOUTH OF A STEEL STATION MARKER POST,
 FU0177'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 FU0177'CONCRETE POST FLUSH WITH THE GROUND.
 FU0177
 FU0177                          STATION RECOVERY (1970)
 FU0177
 FU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0072 ***********************************************************************
 GT0072  DESIGNATION -  7924
 GT0072  PID         -  GT0072
 GT0072  STATE/COUNTY-  CA/TULARE
 GT0072  USGS QUAD   -  QUINN PEAK (1988)
 GT0072
 GT0072                         *CURRENT SURVEY CONTROL
 GT0072  ___________________________________________________________________
 GT0072* NAD 83(1986)-  36 20 53.     (N)    118 33 10.     (W)     SCALED    
 GT0072* NAVD 88     -      2416.44   (+/-2cm)    7927.9    (feet)  VERTCON   
 GT0072  ___________________________________________________________________
 GT0072  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 GT0072  VERT ORDER  -  THIRD (See Below)
 GT0072
 GT0072.The horizontal coordinates were scaled from a topographic map and have
 GT0072.an estimated accuracy of +/- 6 seconds.
 GT0072
 GT0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0072.The vertical order pertains to the NGVD 29 superseded value.
 GT0072
 GT0072.The geoid height was determined by GEOID03.
 GT0072
 GT0072;                    North         East    Units  Estimated Accuracy
 GT0072;SPC CA 4     -   612,690.    2,040,140.      MT  (+/- 180 meters Scaled)
 GT0072
 GT0072                          SUPERSEDED SURVEY CONTROL
 GT0072
 GT0072  NGVD 29 (??/??/??) 2415.06   (m)         7923.4    (f) RESET       3  
 GT0072
 GT0072.Superseded values are not recommended for survey control.
 GT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0072.See file dsdata.txt to determine how the superseded data were derived.
 GT0072
 GT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA606236(NAD 83)
 GT0072_MARKER: DD = SURVEY DISK
 GT0072_SETTING: 80 = SET IN A BOULDER
 GT0072_SP_SET: BOULDER
 GT0072_STAMPING: 7924 G
 GT0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0072+STABILITY: SURFACE MOTION
 GT0072
 GT0072  HISTORY     - Date     Condition        Report By
 GT0072  HISTORY     - UNK      MONUMENTED       USGS
 GT0072  HISTORY     - 1940     GOOD             NGS
 GT0072
 GT0072                          STATION DESCRIPTION
 GT0072
 GT0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0072'8.4 MI S FROM MINERAL KING.
 GT0072'8.4 MILES SOUTH OF MINERAL KING, TULARE COUNTY, ON THE TRAIL TO
 GT0072'FAREWELL GAP AND DOWN LITTLE KERN RIVER AT THE JUNCTION OF THE
 GT0072'TRAIL TO QUINN HORSE CAMP RANGER STATION, 5 PACES SOUTH OF THE
 GT0072'JUNCTION AT SIGN (QUINN RANGER STATION, HOCKETT MEADOW,
 GT0072'PECK CANYON, MIDDLE TULE, THREE RIVERS.)  A STANDARD U.S.
 GT0072'GEOLOGICAL SURVEY DISK, STAMPED 7924 G SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0456 ***********************************************************************
 KT0456  DESIGNATION -  794 USGS
 KT0456  PID         -  KT0456
 KT0456  STATE/COUNTY-  CA/GLENN
 KT0456  USGS QUAD   -  RAIL CANYON (1989)
 KT0456
 KT0456                         *CURRENT SURVEY CONTROL
 KT0456  ___________________________________________________________________
 KT0456* NAD 83(1986)-  39 28 10.     (N)    122 25 29.     (W)     SCALED    
 KT0456* NAVD 88     -       242.92   (+/-2cm)     797.0    (feet)  VERTCON   
 KT0456  ___________________________________________________________________
 KT0456  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 KT0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0456
 KT0456.The horizontal coordinates were scaled from a topographic map and have
 KT0456.an estimated accuracy of +/- 6 seconds.
 KT0456
 KT0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0456.The vertical order pertains to the NGVD 29 superseded value.
 KT0456
 KT0456.The geoid height was determined by GEOID03.
 KT0456
 KT0456;                    North         East    Units  Estimated Accuracy
 KT0456;SPC CA 2     -   700,210.    1,963,460.      MT  (+/- 180 meters Scaled)
 KT0456
 KT0456                          SUPERSEDED SURVEY CONTROL
 KT0456
 KT0456  NGVD 29 (??/??/92)  242.105  (m)          794.31   (f) ADJ UNCH    2 0
 KT0456
 KT0456.Superseded values are not recommended for survey control.
 KT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0456.See file dsdata.txt to determine how the superseded data were derived.
 KT0456
 KT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ494690(NAD 83)
 KT0456_MARKER: Q = CHISELED SQUARE
 KT0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0456_SP_SET: CULVERT
 KT0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0456
 KT0456  HISTORY     - Date     Condition        Report By
 KT0456  HISTORY     - UNK      MONUMENTED       USGS
 KT0456  HISTORY     - 1935     GOOD             NGS
 KT0456
 KT0456                          STATION DESCRIPTION
 KT0456
 KT0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0456'13.6 MI NE FROM STONYFORD.
 KT0456'IN GLENN COUNTY, 13.6 MILES NORTHEAST ALONG THE WILLOWS ROAD
 KT0456'FROM STONYFORD, COLUSA COUNTY, 5.7 MILES SOUTHWEST OF GARNETT
 KT0456'RANCH, AT THE FOOT OF A STEEP GRADE, AT THE NORTH EDGE OF THE
 KT0456'ROAD, AT THE NORTH END OF A CULVERT UNDER THE ROAD, AND ON THE
 KT0456'CENTER OF THE TOP OF THE CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4628 ***********************************************************************
 EW4628  DESIGNATION -  795 C 65
 EW4628  PID         -  EW4628
 EW4628  STATE/COUNTY-  CA/VENTURA
 EW4628  USGS QUAD   -  MOORPARK (1974)
 EW4628
 EW4628                         *CURRENT SURVEY CONTROL
 EW4628  ___________________________________________________________________
 EW4628* NAD 83(1986)-  34 20 33.     (N)    118 54 11.     (W)     SCALED    
 EW4628* NAVD 88     -       382.050  (meters)    1253.44   (feet)  READJUSTED
 EW4628  ___________________________________________________________________
 EW4628  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EW4628  DYNAMIC HT  -         381.620 (meters)    1252.03  (feet)  COMP
 EW4628  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 EW4628
 EW4628  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4628
 EW4628.The horizontal coordinates were scaled from a topographic map and have
 EW4628.an estimated accuracy of +/- 6 seconds.
 EW4628
 EW4628.The orthometric height was determined by differential leveling
 EW4628.and adjusted in February 1993.
 EW4628.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4628.distribution rate of 0.0 thru 1.0 mm/km.
 EW4628.The height was derived from older observations constrained to new
 EW4628.heights in a crustal motion area.  The height is approximate in
 EW4628.relation to other heights in its vicinity.
 EW4628
 EW4628.The geoid height was determined by GEOID03.
 EW4628
 EW4628.The dynamic height is computed by dividing the NAVD 88
 EW4628.geopotential number by the normal gravity value computed on the
 EW4628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4628.degrees latitude (g = 980.6199 gals.).
 EW4628
 EW4628.The modeled gravity was interpolated from observed gravity values.
 EW4628
 EW4628;                    North         East    Units  Estimated Accuracy
 EW4628;SPC CA 5     -   593,830.    1,916,910.      MT  (+/- 180 meters Scaled)
 EW4628
 EW4628                          SUPERSEDED SURVEY CONTROL
 EW4628
 EW4628  NGVD 29 (??/??/92)  381.246  (m)         1250.80   (f) ADJ UNCH    1 1
 EW4628
 EW4628.Superseded values are not recommended for survey control.
 EW4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4628.See file dsdata.txt to determine how the superseded data were derived.
 EW4628
 EW4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU249017(NAD 83)
 EW4628_MARKER: P = PIPE CAP
 EW4628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4628_SP_SET: CULVERT
 EW4628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4628
 EW4628  HISTORY     - Date     Condition        Report By
 EW4628  HISTORY     - UNK      MONUMENTED       CADH
 EW4628  HISTORY     - 1965     GOOD
 EW4628  HISTORY     - 1977     GOOD             NGS
 EW4628  HISTORY     - 19940629 MARK NOT FOUND   NGS
 EW4628
 EW4628                          STATION DESCRIPTION
 EW4628
 EW4628'DESCRIBED 1965
 EW4628'AT FILLMORE.
 EW4628'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK
 EW4628'N ON HIGHWAY 23, 5.6 MI TO A CULVERT MARKED C MI. 5.47, RAMSET
 EW4628'NAIL, WASHER AND BATHEY CAP MARKED STATE OF CALIFORNIA - DIVISION
 EW4628'OF HIGHWAYS SET IN THE TOP OF CONCRETE CULVERT ON THE RIGHT
 EW4628'SIDE OF THE ROAD.
 EW4628
 EW4628                          STATION RECOVERY (1977)
 EW4628
 EW4628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4628'ADD-5.3 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF STATE
 EW4628'HIGHWAY 126 AT FILLMORE.
 EW4628
 EW4628                          STATION RECOVERY (1994)
 EW4628
 EW4628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4628'THE HEADWALL AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 EW4628'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0484 ***********************************************************************
 FV0484  DESIGNATION -  795.4 USGS
 FV0484  PID         -  FV0484
 FV0484  STATE/COUNTY-  CA/KERN
 FV0484  USGS QUAD   -  SAWTOOTH RIDGE (1994)
 FV0484
 FV0484                         *CURRENT SURVEY CONTROL
 FV0484  ___________________________________________________________________
 FV0484* NAD 83(1986)-  35 37 59.     (N)    120 00 09.     (W)     SCALED    
 FV0484* NAVD 88     -       232.30   (+/-2cm)     762.1    (feet)  VERTCON   
 FV0484  ___________________________________________________________________
 FV0484  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 FV0484  VERT ORDER  -  THIRD (See Below)
 FV0484
 FV0484.The horizontal coordinates were scaled from a topographic map and have
 FV0484.an estimated accuracy of +/- 6 seconds.
 FV0484
 FV0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0484.The vertical order pertains to the NGVD 29 superseded value.
 FV0484
 FV0484.The geoid height was determined by GEOID03.
 FV0484
 FV0484;                    North         East    Units  Estimated Accuracy
 FV0484;SPC CA 5     -   738,430.    1,818,620.      MT  (+/- 180 meters Scaled)
 FV0484
 FV0484                          SUPERSEDED SURVEY CONTROL
 FV0484
 FV0484  NGVD 29 (??/??/??)  231.42   (m)          759.3    (f) RESET       3  
 FV0484
 FV0484.Superseded values are not recommended for survey control.
 FV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0484.See file dsdata.txt to determine how the superseded data were derived.
 FV0484
 FV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE714473(NAD 83)
 FV0484_MARKER: Z = SEE DESCRIPTION
 FV0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0484+STABILITY: SURFACE MOTION
 FV0484
 FV0484  HISTORY     - Date     Condition        Report By
 FV0484  HISTORY     - UNK      MONUMENTED       USGS
 FV0484  HISTORY     - 1935     GOOD             NGS
 FV0484  HISTORY     - 19900325 MARK NOT FOUND   USGS
 FV0484
 FV0484                          STATION DESCRIPTION
 FV0484
 FV0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0484'5.2 MI E FROM KECKS CORNER.
 FV0484'5.2 MI. EAST AONG STATE ROUTE NO. 33 FROM INTERSECTION OF STATE
 FV0484'ROUTE NO. 33 AND HIGHWAY TO HANDFORD.  ALONG THE RIGHT OF WAY
 FV0484'OF STATE ROUTE NO. 33, (PASO ROBLES TO FAMOSA), 69 FEET NORTHWEST
 FV0484'OF CENTER LINE OF HIGHWAY, AND 90 FEET EAST OF HIGHWAY CULVERT
 FV0484'NO. 685-85.  BRASS SCREW SET ON TOP OF 3 IN X 4 IN WOODEN POST.
 FV0484
 FV0484                          STATION RECOVERY (1990)
 FV0484
 FV0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JMV)
 FV0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4631 ***********************************************************************
 EW4631  DESIGNATION -  796 C 65
 EW4631  PID         -  EW4631
 EW4631  STATE/COUNTY-  CA/VENTURA
 EW4631  USGS QUAD   -  MOORPARK (1974)
 EW4631
 EW4631                         *CURRENT SURVEY CONTROL
 EW4631  ___________________________________________________________________
 EW4631* NAD 83(1986)-  34 20 30.     (N)    118 54 18.     (W)     SCALED    
 EW4631* NAVD 88     -       335.350  (meters)    1100.23   (feet)  ADJUSTED  
 EW4631  ___________________________________________________________________
 EW4631  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW4631  DYNAMIC HT  -         334.977 (meters)    1099.00  (feet)  COMP
 EW4631  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 EW4631
 EW4631  VERT ORDER  -  FIRST     CLASS I
 EW4631
 EW4631.The horizontal coordinates were scaled from a topographic map and have
 EW4631.an estimated accuracy of +/- 6 seconds.
 EW4631
 EW4631.The orthometric height was determined by differential leveling
 EW4631.and adjusted in June 1995.
 EW4631
 EW4631.The geoid height was determined by GEOID03.
 EW4631
 EW4631.The dynamic height is computed by dividing the NAVD 88
 EW4631.geopotential number by the normal gravity value computed on the
 EW4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4631.degrees latitude (g = 980.6199 gals.).
 EW4631
 EW4631.The modeled gravity was interpolated from observed gravity values.
 EW4631
 EW4631;                    North         East    Units  Estimated Accuracy
 EW4631;SPC CA 5     -   593,740.    1,916,730.      MT  (+/- 180 meters Scaled)
 EW4631
 EW4631                          SUPERSEDED SURVEY CONTROL
 EW4631
 EW4631  NAVD 88 (02/01/93)  335.377  (m)         1100.32   (f) UNKNOWN     1 1
 EW4631  NGVD 29 (??/??/92)  334.573  (m)         1097.68   (f) ADJ UNCH    1 1
 EW4631
 EW4631.Superseded values are not recommended for survey control.
 EW4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4631.See file dsdata.txt to determine how the superseded data were derived.
 EW4631
 EW4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU247016(NAD 83)
 EW4631_MARKER: Z = SEE DESCRIPTION
 EW4631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4631_SP_SET: CULVERT HEADWALL
 EW4631_MARK LOGO: CADT  
 EW4631_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4631+STABILITY: SURFACE MOTION
 EW4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4631+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4631
 EW4631  HISTORY     - Date     Condition        Report By
 EW4631  HISTORY     - UNK      MONUMENTED       CADH
 EW4631  HISTORY     - 1965     GOOD
 EW4631  HISTORY     - 1977     GOOD             NGS
 EW4631  HISTORY     - 19940629 GOOD             NGS
 EW4631
 EW4631                          STATION DESCRIPTION
 EW4631
 EW4631'DESCRIBED 1965
 EW4631'AT FILLMORE.
 EW4631'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK
 EW4631'N ON HIGHWAY 23, 6.1 MI TO A CULVERT MARKED C MI. 602 RAMSET
 EW4631'NAIL, WASHER AND BATHEY CAP MARKED STATE OF CALIFORNIA - DIVISION
 EW4631'OF HIGHWAYS SET IN TOP OF CONCRETE HEADWALL ON RIGHT SIDE OF
 EW4631'ROAD.
 EW4631
 EW4631                          STATION RECOVERY (1977)
 EW4631
 EW4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4631'4.8 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF STATE
 EW4631'126 AT FILLMORE, 6.2 MILES NORTH OF MOORPARK, AT MILE POST 19.33,
 EW4631'IN THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT C-MI-602,
 EW4631'14 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, A RAMSET NAIL, WASHER
 EW4631'AND BATHEY CAP MARKER STATE OF CALIFORNIA DIVISION OF HIGHWAYS.
 EW4631
 EW4631                          STATION RECOVERY (1994)
 EW4631
 EW4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4631'7.9 KM (4.90 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 EW4631'STATE HIGHWAY 126 IN FILLMORE, A RAMSET NAIL AND BETHAY CAP 0.3 M (1.0
 EW4631'FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 EW4631'OF A CULVERT UNDER THE HIGHWAY, 7.5 M (24.6 FT) NORTHEAST OF THE
 EW4631'HIGHWAY CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1415 ***********************************************************************
 HS1415  DESIGNATION -  797 CAHD
 HS1415  PID         -  HS1415
 HS1415  STATE/COUNTY-  CA/MERCED
 HS1415  USGS QUAD   -  SANTA RITA BRIDGE (1977)
 HS1415
 HS1415                         *CURRENT SURVEY CONTROL
 HS1415  ___________________________________________________________________
 HS1415* NAD 83(1986)-  37 02 52.     (N)    120 37 29.     (W)     SCALED    
 HS1415* NAVD 88     -        33.982  (meters)     111.49   (feet)  ADJUSTED  
 HS1415  ___________________________________________________________________
 HS1415  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HS1415  DYNAMIC HT  -          33.955 (meters)     111.40  (feet)  COMP
 HS1415  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 HS1415
 HS1415  VERT ORDER  -  SECOND    CLASS II
 HS1415
 HS1415.The horizontal coordinates were scaled from a topographic map and have
 HS1415.an estimated accuracy of +/- 6 seconds.
 HS1415
 HS1415.The orthometric height was determined by differential leveling
 HS1415.and adjusted in October 2007.
 HS1415
 HS1415.The geoid height was determined by GEOID03.
 HS1415
 HS1415.The dynamic height is computed by dividing the NAVD 88
 HS1415.geopotential number by the normal gravity value computed on the
 HS1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1415.degrees latitude (g = 980.6199 gals.).
 HS1415
 HS1415.The modeled gravity was interpolated from observed gravity values.
 HS1415
 HS1415;                    North         East    Units  Estimated Accuracy
 HS1415;SPC CA 3     -   560,800.    1,988,910.      MT  (+/- 180 meters Scaled)
 HS1415
 HS1415                          SUPERSEDED SURVEY CONTROL
 HS1415
 HS1415  NGVD 29 (??/??/??)   33.88   (m)          111.2    (f) RESET       3  
 HS1415
 HS1415.Superseded values are not recommended for survey control.
 HS1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1415.See file dsdata.txt to determine how the superseded data were derived.
 HS1415
 HS1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG112028(NAD 83)
 HS1415_MARKER: DB = BENCH MARK DISK
 HS1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1415_SP_SET: CULVERT
 HS1415_STAMPING: 797
 HS1415_MARK LOGO: CADH  
 HS1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1415
 HS1415  HISTORY     - Date     Condition        Report By
 HS1415  HISTORY     - 1972     MONUMENTED       CADH
 HS1415  HISTORY     - 1972     GOOD             NGS
 HS1415  HISTORY     - 20040519 GOOD             CADT
 HS1415
 HS1415                          STATION DESCRIPTION
 HS1415
 HS1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1415'12.4 MI E FROM LOS BANOS.
 HS1415'12.4 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS1415'OF MERCEY SPRINGS ROAD AT LOS BANOS, 0.65 MILE EAST OF THE
 HS1415'JUNCTION OF STATE HIGHWAY 33, AT THE CROSSING OF SAN JUAN DRAIN,
 HS1415'DIRECTLY OPPOSITE CULVERT R 33/00, IN THE TOP OF THE SOUTH CONCRETE
 HS1415'HEAD WALL OF AN 8- BY 8-FOOT CONCRETE BOX CULVERT, 0.8 FOOT
 HS1415'EAST OF THE WEST END OF THE HEAD WALL, 142 FEET SOUTH AND ACROSS
 HS1415'AZUSA ROAD FROM THE CENTER LINE OF THE EASTBOUND LANES OF THE
 HS1415'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF AZUSA ROAD, AND
 HS1415'ABOUT LEVEL WITH THE ROAD.
 HS1415
 HS1415                          STATION RECOVERY (2004)
 HS1415
 HS1415'RECOVERY NOTE BY CALTRANS 2004 (RA)
 HS1415'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS
 HS1415'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 HS1415'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0156 ***********************************************************************
 FU0156  DESIGNATION -  797 USGS
 FU0156  PID         -  FU0156
 FU0156  STATE/COUNTY-  CA/KERN
 FU0156  USGS QUAD   -  RIO BRAVO RANCH (1992)
 FU0156
 FU0156                         *CURRENT SURVEY CONTROL
 FU0156  ___________________________________________________________________
 FU0156* NAD 83(1986)-  35 26 26.     (N)    118 47 40.     (W)     SCALED    
 FU0156* NAVD 88     -       243.60   (+/-2cm)     799.2    (feet)  VERTCON   
 FU0156  ___________________________________________________________________
 FU0156  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FU0156  VERT ORDER  -  THIRD (See Below)
 FU0156
 FU0156.The horizontal coordinates were scaled from a topographic map and have
 FU0156.an estimated accuracy of +/- 6 seconds.
 FU0156
 FU0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0156.The vertical order pertains to the NGVD 29 superseded value.
 FU0156
 FU0156.The geoid height was determined by GEOID03.
 FU0156
 FU0156;                    North         East    Units  Estimated Accuracy
 FU0156;SPC CA 5     -   715,550.    1,927,870.      MT  (+/- 180 meters Scaled)
 FU0156
 FU0156                          SUPERSEDED SURVEY CONTROL
 FU0156
 FU0156  NGVD 29 (??/??/??)  242.72   (m)          796.3    (f) RESET       3  
 FU0156
 FU0156.Superseded values are not recommended for survey control.
 FU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0156.See file dsdata.txt to determine how the superseded data were derived.
 FU0156
 FU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV371233(NAD 83)
 FU0156_MARKER: DD = SURVEY DISK
 FU0156_SETTING: 66 = SET IN ROCK OUTCROP
 FU0156_SP_SET: ROCK CUT
 FU0156_STAMPING: 797
 FU0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FU0156+STABILITY: POSITION/ELEVATION WELL
 FU0156
 FU0156  HISTORY     - Date     Condition        Report By
 FU0156  HISTORY     - UNK      MONUMENTED       USGS
 FU0156  HISTORY     - 1935     GOOD             NGS
 FU0156  HISTORY     - 1952     GOOD             NGS
 FU0156
 FU0156                          STATION DESCRIPTION
 FU0156
 FU0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FU0156'12 MI E FROM BAKERSFIELD.
 FU0156'12.0 MILES EAST ALONG STATE HIGHWAY 178 FROM THE H.F. WILLIAMS
 FU0156'SCHOOL AT BAKERSFIELD, KERN COUNTY, AT THE EAST END OF KERN
 FU0156'CANYON, 62 YARDS SOUTH OF CONCRETE HIGHWAY BRIDGE F 106+20, 36
 FU0156'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 FU0156'GRANITE ROCK BENEATH ELECTRIC POWER-LINE STEEL TOWER M-1-T-5.
 FU0156'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 797.
 FU0156
 FU0156                          STATION RECOVERY (1952)
 FU0156
 FU0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FU0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0564 ***********************************************************************
 HR0564  DESIGNATION -  7981
 HR0564  PID         -  HR0564
 HR0564  STATE/COUNTY-  CA/MARIPOSA
 HR0564  USGS QUAD   -  YOSEMITE FALLS (1992)
 HR0564
 HR0564                         *CURRENT SURVEY CONTROL
 HR0564  ___________________________________________________________________
 HR0564* NAD 83(1986)-  37 48 11.     (N)    119 32 43.     (W)     SCALED    
 HR0564* NAVD 88     -      2434.20   (+/-2cm)    7986.2    (feet)  VERTCON   
 HR0564  ___________________________________________________________________
 HR0564  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HR0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0564
 HR0564.The horizontal coordinates were scaled from a topographic map and have
 HR0564.an estimated accuracy of +/- 6 seconds.
 HR0564
 HR0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0564.The vertical order pertains to the NGVD 29 superseded value.
 HR0564
 HR0564.The geoid height was determined by GEOID03.
 HR0564
 HR0564;                    North         East    Units  Estimated Accuracy
 HR0564;SPC CA 3     -   645,040.    2,084,070.      MT  (+/- 180 meters Scaled)
 HR0564
 HR0564                          SUPERSEDED SURVEY CONTROL
 HR0564
 HR0564  NGVD 29 (??/??/92) 2432.828  (m)         7981.70   (f) ADJ UNCH    2 0
 HR0564
 HR0564.Superseded values are not recommended for survey control.
 HR0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0564.See file dsdata.txt to determine how the superseded data were derived.
 HR0564
 HR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB759870(NAD 83)
 HR0564_MARKER: DD = SURVEY DISK
 HR0564_SETTING: 80 = SET IN A BOULDER
 HR0564_SP_SET: BOULDER
 HR0564_STAMPING: 7981
 HR0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0564+STABILITY: SURFACE MOTION
 HR0564
 HR0564  HISTORY     - Date     Condition        Report By
 HR0564  HISTORY     - UNK      MONUMENTED       USGS
 HR0564  HISTORY     - 1957     MARK NOT FOUND   NGS
 HR0564
 HR0564                          STATION DESCRIPTION
 HR0564
 HR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0564'7 MI SW FROM LAKE TANAYA.
 HR0564'7.0 MILES SOUTHWEST ALONG STATE HIGHWAY 120 FROM LAKE TANAYA,
 HR0564'MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, AT THE JUNCTION WITH
 HR0564'THE YOSEMITE FALLS TRAIL, 100 FEET EAST OF A N.P.S. TELEPHONE
 HR0564'BOOTH, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN
 HR0564'THE TOP OF A BOULDER, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 HR0564'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7981.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4629 ***********************************************************************
 EW4629  DESIGNATION -  799 C 65
 EW4629  PID         -  EW4629
 EW4629  STATE/COUNTY-  CA/VENTURA
 EW4629  USGS QUAD   -  MOORPARK (1974)
 EW4629
 EW4629                         *CURRENT SURVEY CONTROL
 EW4629  ___________________________________________________________________
 EW4629* NAD 83(1986)-  34 20 36.     (N)    118 54 20.     (W)     SCALED    
 EW4629* NAVD 88     -       362.232  (meters)    1188.42   (feet)  READJUSTED
 EW4629  ___________________________________________________________________
 EW4629  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EW4629  DYNAMIC HT  -         361.830 (meters)    1187.10  (feet)  COMP
 EW4629  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 EW4629
 EW4629  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4629
 EW4629.The horizontal coordinates were scaled from a topographic map and have
 EW4629.an estimated accuracy of +/- 6 seconds.
 EW4629
 EW4629.The orthometric height was determined by differential leveling
 EW4629.and adjusted in February 1993.
 EW4629.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4629.distribution rate of 0.0 thru 1.0 mm/km.
 EW4629.The height was derived from older observations constrained to new
 EW4629.heights in a crustal motion area.  The height is approximate in
 EW4629.relation to other heights in its vicinity.
 EW4629
 EW4629.The geoid height was determined by GEOID03.
 EW4629
 EW4629.The dynamic height is computed by dividing the NAVD 88
 EW4629.geopotential number by the normal gravity value computed on the
 EW4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4629.degrees latitude (g = 980.6199 gals.).
 EW4629
 EW4629.The modeled gravity was interpolated from observed gravity values.
 EW4629
 EW4629;                    North         East    Units  Estimated Accuracy
 EW4629;SPC CA 5     -   593,920.    1,916,680.      MT  (+/- 180 meters Scaled)
 EW4629
 EW4629                          SUPERSEDED SURVEY CONTROL
 EW4629
 EW4629  NGVD 29 (??/??/92)  361.430  (m)         1185.79   (f) ADJ UNCH    1 1
 EW4629
 EW4629.Superseded values are not recommended for survey control.
 EW4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4629.See file dsdata.txt to determine how the superseded data were derived.
 EW4629
 EW4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU247018(NAD 83)
 EW4629_MARKER: P = PIPE CAP
 EW4629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4629_SP_SET: HEADWALL
 EW4629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4629
 EW4629  HISTORY     - Date     Condition        Report By
 EW4629  HISTORY     - UNK      MONUMENTED       CADH
 EW4629  HISTORY     - 1965     GOOD
 EW4629  HISTORY     - 1977     GOOD             NGS
 EW4629  HISTORY     - 19940629 MARK NOT FOUND   NGS
 EW4629
 EW4629                          STATION DESCRIPTION
 EW4629
 EW4629'DESCRIBED 1965
 EW4629'AT FILLMORE.
 EW4629'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK,
 EW4629'PROCEED N ON HIGHWAY 23, 5.8 MI TO A CULVERT MARKED C MI. 5.74.
 EW4629'RAMSET NAIL, WASHER AND BATHEY CAP MARKED STATE OF
 EW4629'CALIFORNIA - DIVISION OF HIGHWAYS SET IN TOP OF THE N END OF A
 EW4629'CONCRETE HEADWALL ON THE W SIDE OF THE ROAD.
 EW4629
 EW4629                          STATION RECOVERY (1977)
 EW4629
 EW4629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4629'5.1 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF STATE
 EW4629'HIGHWAY 126 AT FILLMORE, 5.8 MILES NORTH OF MOORPARK, AT MILE POST
 EW4629'19.05, IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN NUMBER
 EW4629'C-MI-5.74, 15 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, A RAMSET
 EW4629'NAIL, WASHER AND BATHEY CAP MARKER STATE OF CALIFORNIA DIVISION OF
 EW4629'HIGHWAYS.
 EW4629
 EW4629                          STATION RECOVERY (1994)
 EW4629
 EW4629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4629'THE CATCH BASIN AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW4629'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3599 ***********************************************************************
 HT3599  DESIGNATION -  799.37=190
 HT3599  PID         -  HT3599
 HT3599  STATE/COUNTY-  CA/SANTA CRUZ
 HT3599  USGS QUAD   -  BIG BASIN (1997)
 HT3599
 HT3599                         *CURRENT SURVEY CONTROL
 HT3599  ___________________________________________________________________
 HT3599* NAD 83(1986)-  37 08 41.     (N)    122 09 25.     (W)     SCALED    
 HT3599* NAVD 88     -       244.571  (meters)     802.40   (feet)  ADJUSTED  
 HT3599  ___________________________________________________________________
 HT3599  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 HT3599  DYNAMIC HT  -         244.390 (meters)     801.80  (feet)  COMP
 HT3599  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 HT3599
 HT3599  VERT ORDER  -  FIRST     CLASS II
 HT3599
 HT3599.The horizontal coordinates were scaled from a topographic map and have
 HT3599.an estimated accuracy of +/- 6 seconds.
 HT3599
 HT3599.The orthometric height was determined by differential leveling
 HT3599.and adjusted in February 1993.
 HT3599
 HT3599.The geoid height was determined by GEOID03.
 HT3599
 HT3599.The dynamic height is computed by dividing the NAVD 88
 HT3599.geopotential number by the normal gravity value computed on the
 HT3599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3599.degrees latitude (g = 980.6199 gals.).
 HT3599
 HT3599.The modeled gravity was interpolated from observed gravity values.
 HT3599
 HT3599;                    North         East    Units  Estimated Accuracy
 HT3599;SPC CA 3     -   572,860.    1,852,800.      MT  (+/- 180 meters Scaled)
 HT3599
 HT3599                          SUPERSEDED SURVEY CONTROL
 HT3599
 HT3599  NGVD 29 (10/21/93)  243.735  (m)          799.65   (f) ADJUSTED    1 2
 HT3599
 HT3599.Superseded values are not recommended for survey control.
 HT3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3599.See file dsdata.txt to determine how the superseded data were derived.
 HT3599
 HT3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG748112(NAD 83)
 HT3599_MARKER: DD = SURVEY DISK
 HT3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT3599_SP_SET: CONCRETE POST
 HT3599_STAMPING: B.M. 799.37 BB.5
 HT3599_MARK LOGO: CA-087
 HT3599_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3599+STABILITY: SURFACE MOTION
 HT3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3599+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1990
 HT3599
 HT3599  HISTORY     - Date     Condition        Report By
 HT3599  HISTORY     - UNK      MONUMENTED       CA-087
 HT3599  HISTORY     - 19900424 GOOD             NGS
 HT3599
 HT3599                          STATION DESCRIPTION
 HT3599
 HT3599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3599'4.2 KM (2.6 MI) NORTHWESTERLY ALONG STATE HIGHWAY 236 (BIG BASIN WAY)
 HT3599'FROM ITS INTERSECTION WITH STATE HIGHWAY 9 IN BOULDER CREEK, 11.0 M
 HT3599'(36.1 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 10.3 M
 HT3599'(33.8 FT) SOUTHEAST OF THE CENTERLINE OF THE DRIVE, AND 0.2 M
 HT3599'(0.7 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0680 ***********************************************************************
 DX0680  DESIGNATION -  8
 DX0680  PID         -  DX0680
 DX0680  STATE/COUNTY-  CA/RIVERSIDE
 DX0680  USGS QUAD   -  INDIO (1972)
 DX0680
 DX0680                         *CURRENT SURVEY CONTROL
 DX0680  ___________________________________________________________________
 DX0680* NAD 83(1986)-  33 42 43.     (N)    116 12 08.     (W)     SCALED    
 DX0680* NAVD 88     -        -8.010  (meters)     -26.28   (feet)  ADJUSTED  
 DX0680  ___________________________________________________________________
 DX0680  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DX0680  DYNAMIC HT  -          -8.001 (meters)     -26.25  (feet)  COMP
 DX0680  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 DX0680
 DX0680  VERT ORDER  -  FIRST     CLASS I
 DX0680
 DX0680.The horizontal coordinates were scaled from a topographic map and have
 DX0680.an estimated accuracy of +/- 6 seconds.
 DX0680
 DX0680.The orthometric height was determined by differential leveling
 DX0680.and adjusted in June 1991.
 DX0680
 DX0680.The geoid height was determined by GEOID03.
 DX0680
 DX0680.The dynamic height is computed by dividing the NAVD 88
 DX0680.geopotential number by the normal gravity value computed on the
 DX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX0680.degrees latitude (g = 980.6199 gals.).
 DX0680
 DX0680.The modeled gravity was interpolated from observed gravity values.
 DX0680
 DX0680;                    North         East    Units  Estimated Accuracy
 DX0680;SPC CA 6     -   671,380.    2,004,430.      MT  (+/- 180 meters Scaled)
 DX0680
 DX0680                          SUPERSEDED SURVEY CONTROL
 DX0680
 DX0680  NGVD 29 (??/??/92)   -8.673  (m)          -28.45   (f) ADJ UNCH    1 1
 DX0680
 DX0680.Superseded values are not recommended for survey control.
 DX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0680.See file dsdata.txt to determine how the superseded data were derived.
 DX0680
 DX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT739305(NAD 83)
 DX0680_MARKER: DD = SURVEY DISK
 DX0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0680_SP_SET: CONCRETE POST
 DX0680_STAMPING: 8
 DX0680_MARK LOGO: CADH  
 DX0680_PROJECTION: FLUSH
 DX0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0680+STABILITY: SURFACE MOTION
 DX0680
 DX0680  HISTORY     - Date     Condition        Report By
 DX0680  HISTORY     - UNK      MONUMENTED       CADH
 DX0680  HISTORY     - 1956     GOOD             NGS
 DX0680  HISTORY     - 1968     GOOD             CA-065
 DX0680  HISTORY     - 1978     GOOD             NGS
 DX0680  HISTORY     - 1988     GOOD             NGS
 DX0680
 DX0680                          STATION DESCRIPTION
 DX0680
 DX0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0680'1 MI SE FROM INDIO.
 DX0680'1.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0680'PACIFIC COMPANY RAILROAD STATION AT INDIO, ALONG THE TRAFFIC
 DX0680'ISLAND OF THE DIVIDED HIGHWAY, 168 FEET NORTHWEST OF THE T
 DX0680'JUNCTION OF OAK STREET LEADING SOUTHWEST, 8.6 FEET NORTHEAST
 DX0680'OF THE NORTHEAST CURB OF THE SOUTHWEST TRAFFIC LANE, 8.6 FEET
 DX0680'SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHEAST TRAFFIC LANE,
 DX0680'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 DX0680'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 DX0680
 DX0680                          STATION RECOVERY (1968)
 DX0680
 DX0680'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
 DX0680'RECOVERED IN GOOD CONDITION.
 DX0680
 DX0680                          STATION RECOVERY (1978)
 DX0680
 DX0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0680'U.S. HIGHWAY 99 IS NOW STATE HIGHWAY 86.
 DX0680
 DX0680                          STATION RECOVERY (1988)
 DX0680
 DX0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX0680'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 DX0680'MI) SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE JUNCTION OF INTERSTATE
 DX0680'HIGHWAY 10 BUSINESS ROUTE (INDIO AVENUE) IN INDIO, 51 M (167.3 FT)
 DX0680'NORTHWEST OF THE INTERSECTION OF OAK STREET, IN THE MEDIAN OF THE 4
 DX0680'LANES, 2.6 M (8.5 FT) NORTHEAST OF THE SOUTHWEST CURB OF THE MEDIAN,
 DX0680'2.6 M (8.5 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE MEDIAN.
 DX0680'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0212 ***********************************************************************
 DX0212  DESIGNATION -  8
 DX0212  PID         -  DX0212
 DX0212  STATE/COUNTY-  CA/SAN DIEGO
 DX0212  USGS QUAD   -  JULIAN (1988)
 DX0212
 DX0212                         *CURRENT SURVEY CONTROL
 DX0212  ___________________________________________________________________
 DX0212* NAD 83(1986)-  33 04 47.     (N)    116 34 04.     (W)     SCALED    
 DX0212* NAVD 88     -       957.91   (+/-2cm)    3142.7    (feet)  VERTCON   
 DX0212  ___________________________________________________________________
 DX0212  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DX0212  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0212
 DX0212.The horizontal coordinates were scaled from a topographic map and have
 DX0212.an estimated accuracy of +/- 6 seconds.
 DX0212
 DX0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0212.The vertical order pertains to the NGVD 29 superseded value.
 DX0212
 DX0212.The geoid height was determined by GEOID03.
 DX0212
 DX0212;                    North         East    Units  Estimated Accuracy
 DX0212;SPC CA 6     -   601,310.    1,970,330.      MT  (+/- 180 meters Scaled)
 DX0212
 DX0212                          SUPERSEDED SURVEY CONTROL
 DX0212
 DX0212  NGVD 29 (??/??/??)  957.151  (m)         3140.25   (f) ADJUSTED    1 2
 DX0212
 DX0212.Superseded values are not recommended for survey control.
 DX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0212.See file dsdata.txt to determine how the superseded data were derived.
 DX0212
 DX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS403602(NAD 83)
 DX0212_MARKER: DD = SURVEY DISK
 DX0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0212_STAMPING: NO 8 SD 198 E ELEV 3140.305 FT
 DX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0212+STABILITY: SURFACE MOTION
 DX0212
 DX0212  HISTORY     - Date     Condition        Report By
 DX0212  HISTORY     - UNK      MONUMENTED       CADH
 DX0212  HISTORY     - 1968     GOOD             CA-073
 DX0212  HISTORY     - 1970     GOOD             CA-073
 DX0212  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0212
 DX0212                          STATION DESCRIPTION
 DX0212
 DX0212'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0212'4.9 MI E FROM JULIAN.
 DX0212'4.9 MILES EAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DX0212'JULIAN, AT THE NORTHEAST EDGE OF A TURNOUT, 28.8 FEET NORTHEAST
 DX0212'OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET NORTHEAST OF A WHITE
 DX0212'2-INCH IRON PIPE WHICH PROJECTS ONE AND ONE HALF FEET ABOVE THE
 DX0212'GROUND, ABOUT ONE HALF FOOT HIGHER THAN THE HIGHWAY AND SET IN
 DX0212'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A STANDARD
 DX0212'BRONZE DISK STAMPED NO 8 SD 198 E ELEV 3140.305 FT. T12S R4E
 DX0212'33.
 DX0212
 DX0212                          STATION RECOVERY (1970)
 DX0212
 DX0212'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0212'RECOVERED IN GOOD CONDITION.
 DX0212
 DX0212                          STATION RECOVERY (1978)
 DX0212
 DX0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1401 ***********************************************************************
 DY1401  DESIGNATION -  8
 DY1401  PID         -  DY1401
 DY1401  STATE/COUNTY-  CA/LOS ANGELES
 DY1401  USGS QUAD   -  VENICE (1981)
 DY1401
 DY1401                         *CURRENT SURVEY CONTROL
 DY1401  ___________________________________________________________________
 DY1401* NAD 83(1986)-  33 58 31.     (N)    118 25 01.     (W)     SCALED    
 DY1401* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 DY1401  ___________________________________________________________________
 DY1401  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1401  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DY1401
 DY1401.The horizontal coordinates were scaled from a topographic map and have
 DY1401.an estimated accuracy of +/- 6 seconds.
 DY1401
 DY1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1401.The vertical order pertains to the NGVD 29 superseded value.
 DY1401
 DY1401.The geoid height was determined by GEOID03.
 DY1401
 DY1401;                    North         East    Units  Estimated Accuracy
 DY1401;SPC CA 5     -   552,800.    1,961,470.      MT  (+/- 180 meters Scaled)
 DY1401
 DY1401                          SUPERSEDED SURVEY CONTROL
 DY1401
 DY1401  NGVD 29 (??/??/92)    2.37   (m)            7.8    (f) COMPUTED    2 0
 DY1401
 DY1401.Superseded values are not recommended for survey control.
 DY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1401.See file dsdata.txt to determine how the superseded data were derived.
 DY1401
 DY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT691603(NAD 83)
 DY1401_MARKER: DB = BENCH MARK DISK
 DY1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY1401_STAMPING: NO 8 1966
 DY1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1401+STABILITY: SURFACE MOTION
 DY1401
 DY1401  HISTORY     - Date     Condition        Report By
 DY1401  HISTORY     - 1966     MONUMENTED       CGS
 DY1401
 DY1401                          STATION DESCRIPTION
 DY1401
 DY1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DY1401'AT HUGHES AIRPORT.
 DY1401'0.65 MILE WEST-SOUTHWEST, PARALLEL TO RUNWAY, ALONG A 3-LANE
 DY1401'OILED ROAD FROM BUILDING NO. 1 AT THE HUGHES AIRPORT, 30.2 FEET
 DY1401'SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL GREEN BUILDING,
 DY1401'30.2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SAME BUILDING,
 DY1401'8.8 FEET WEST OF THE WEST EDGE OF A LARGE ASPHALT AREA AND SET
 DY1401'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 DY1401'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1404 ***********************************************************************
 DX1404  DESIGNATION -  8
 DX1404  PID         -  DX1404
 DX1404  STATE/COUNTY-  CA/RIVERSIDE
 DX1404  USGS QUAD   -  PECHANGA (1988)
 DX1404
 DX1404                         *CURRENT SURVEY CONTROL
 DX1404  ___________________________________________________________________
 DX1404* NAD 83(1986)-  33 29 21.     (N)    117 03 43.     (W)     SCALED    
 DX1404* NAVD 88     -       353.19   (+/-2cm)    1158.8    (feet)  VERTCON   
 DX1404  ___________________________________________________________________
 DX1404  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX1404  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1404
 DX1404.The horizontal coordinates were scaled from a topographic map and have
 DX1404.an estimated accuracy of +/- 6 seconds.
 DX1404
 DX1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1404.The vertical order pertains to the NGVD 29 superseded value.
 DX1404
 DX1404.The geoid height was determined by GEOID03.
 DX1404
 DX1404;                    North         East    Units  Estimated Accuracy
 DX1404;SPC CA 6     -   646,960.    1,924,550.      MT  (+/- 180 meters Scaled)
 DX1404
 DX1404                          SUPERSEDED SURVEY CONTROL
 DX1404
 DX1404  NGVD 29 (??/??/??)  352.492  (m)         1156.47   (f) ADJUSTED    1 2
 DX1404
 DX1404.Superseded values are not recommended for survey control.
 DX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1404.See file dsdata.txt to determine how the superseded data were derived.
 DX1404
 DX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT942055(NAD 83)
 DX1404_MARKER: P = PIPE CAP
 DX1404_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX1404_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX1404_STAMPING: VAILCO  1156.18
 DX1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1404
 DX1404  HISTORY     - Date     Condition        Report By
 DX1404  HISTORY     - UNK      MONUMENTED       VAILCO
 DX1404  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX1404
 DX1404                          STATION DESCRIPTION
 DX1404
 DX1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1404'6.1 MI E FROM TEMECULA.
 DX1404'1.8 MILES SOUTHEAST ALONG THE OLD U.S. HIGHWAY 395 FROM THE
 DX1404'POST OFFICE AT TEMECULA, THENCE 4.3 MILES NORTHEAST ALONG STATE
 DX1404'HIGHWAY 71, 150 YARDS WEST OF BENCH MARK F 63, AT AN EAST-WEST
 DX1404'FENCE LINE ON THE NORTH SIDE OF THE HIGHWAY AND FASTENED TO
 DX1404'THE TOP OF AN IRON PIPE.  NOTE-- PROBABLY DESTROYED BY ROAD
 DX1404'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0925 ***********************************************************************
 HS0925  DESIGNATION -  8
 HS0925  PID         -  HS0925
 HS0925  STATE/COUNTY-  CA/TUOLUMNE
 HS0925  USGS QUAD   -  CHINESE CAMP (1987)
 HS0925
 HS0925                         *CURRENT SURVEY CONTROL
 HS0925  ___________________________________________________________________
 HS0925* NAD 83(1986)-  37 52 07.     (N)    120 24 46.     (W)     SCALED    
 HS0925* NAVD 88     -       307.62   (+/-2cm)    1009.2    (feet)  VERTCON   
 HS0925  ___________________________________________________________________
 HS0925  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HS0925  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0925
 HS0925.The horizontal coordinates were scaled from a topographic map and have
 HS0925.an estimated accuracy of +/- 6 seconds.
 HS0925
 HS0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0925.The vertical order pertains to the NGVD 29 superseded value.
 HS0925
 HS0925.The geoid height was determined by GEOID03.
 HS0925
 HS0925;                    North         East    Units  Estimated Accuracy
 HS0925;SPC CA 3     -   651,890.    2,007,670.      MT  (+/- 180 meters Scaled)
 HS0925
 HS0925                          SUPERSEDED SURVEY CONTROL
 HS0925
 HS0925  NGVD 29 (??/??/92)  306.88   (m)         1006.8    (f) COMPUTED    1 2
 HS0925
 HS0925.Superseded values are not recommended for survey control.
 HS0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0925.See file dsdata.txt to determine how the superseded data were derived.
 HS0925
 HS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG275943(NAD 83)
 HS0925_MARKER: DD = SURVEY DISK
 HS0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0925_SP_SET: CULVERT
 HS0925_STAMPING: 8
 HS0925_MARK LOGO: CADH  
 HS0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0925
 HS0925  HISTORY     - Date     Condition        Report By
 HS0925  HISTORY     - UNK      MONUMENTED       CADH
 HS0925  HISTORY     - 1956     GOOD             CGS
 HS0925  HISTORY     - 20080118 GOOD             GEOCAC
 HS0925
 HS0925                          STATION DESCRIPTION
 HS0925
 HS0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0925'1.6 MI E FROM CHINESE CAMP.
 HS0925'1.6 MILE EAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 HS0925'CHINESE CAMP, 0.15 MILE NORTHWEST OF THE CROSSING OF THE OLD
 HS0925'HIGHWAY (ABANDONED), ABOUT MIDWAY BETWEEN TWO HIGHWAY CUTS,
 HS0925'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 HS0925'15-INCH CORRUGATED METAL PIPE CULVERT, 19 FEET SOUTH OF THE
 HS0925'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 HS0925'HIGHWAY.
 HS0925
 HS0925                          STATION RECOVERY (2008)
 HS0925
 HS0925'RECOVERY NOTE BY GEOCACHING 2008 (PFW)
 HS0925'HANDHELD GPS COORDINATES 37 52 05.6 (N)   120 24 36.8 (W)
 HS0925' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0060 ***********************************************************************
 HT0060  DESIGNATION -  8
 HT0060  PID         -  HT0060
 HT0060  STATE/COUNTY-  CA/ALAMEDA
 HT0060  USGS QUAD   -  OAKLAND EAST (1997)
 HT0060
 HT0060                         *CURRENT SURVEY CONTROL
 HT0060  ___________________________________________________________________
 HT0060* NAD 83(1986)-  37 52 13.     (N)    122 13 17.     (W)     SCALED    
 HT0060* NAVD 88     -       355.28   (+/-2cm)    1165.6    (feet)  VERTCON   
 HT0060  ___________________________________________________________________
 HT0060  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 HT0060  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT0060
 HT0060.The horizontal coordinates were scaled from a topographic map and have
 HT0060.an estimated accuracy of +/- 6 seconds.
 HT0060
 HT0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0060.The vertical order pertains to the NGVD 29 superseded value.
 HT0060
 HT0060.The geoid height was determined by GEOID03.
 HT0060
 HT0060;                    North         East    Units  Estimated Accuracy
 HT0060;SPC CA 3     -   653,470.    1,848,560.      MT  (+/- 180 meters Scaled)
 HT0060
 HT0060                          SUPERSEDED SURVEY CONTROL
 HT0060
 HT0060  NGVD 29 (??/??/??)  354.421  (m)         1162.80   (f) ADJUSTED    1 1
 HT0060
 HT0060.Superseded values are not recommended for survey control.
 HT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0060.See file dsdata.txt to determine how the superseded data were derived.
 HT0060
 HT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG684917(NAD 83)
 HT0060_MARKER: I = METAL ROD
 HT0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0060_SP_SET: CONCRETE POST
 HT0060_MARK LOGO: CA2480
 HT0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0060+STABILITY: SURFACE MOTION
 HT0060
 HT0060  HISTORY     - Date     Condition        Report By
 HT0060  HISTORY     - UNK      MONUMENTED       CA2480
 HT0060  HISTORY     - 1958     GOOD             NGS
 HT0060  HISTORY     - 1967     GOOD             NGS
 HT0060  HISTORY     - 1974     GOOD             NGS
 HT0060  HISTORY     - 1987     GOOD             USPSQD
 HT0060
 HT0060                          STATION DESCRIPTION
 HT0060
 HT0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0060'AT OAKLAND.
 HT0060'AT OAKLAND, 0.3 MILE NORTHWEST ALONG CLAREMONT AVENUE FROM THE
 HT0060'INTERSECTION OF GRIZZLY PEAK BOULEVARD, ABOUT 75 FEET SOUTHWEST
 HT0060'OF THE CENTER OF A SHARP CURVE, 4 FEET SOUTHEAST OF THE CENTER
 HT0060'LINE OF THE AVENUE, IN A WELL, A BRASS ROD SET IN THE TOP OF A
 HT0060'CONCRETE POST ABOUT 1 FOOT UNDERGROUND, AND COVERED BY AN 8-INCH
 HT0060'CAST IRON COVER BEARING THE WORDS CITY MONUMENT.
 HT0060
 HT0060                          STATION RECOVERY (1967)
 HT0060
 HT0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT0060'RECOVERED IN GOOD CONDITION.
 HT0060
 HT0060                          STATION RECOVERY (1974)
 HT0060
 HT0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HT0060'RECOVERED IN GOOD CONDITION.
 HT0060
 HT0060                          STATION RECOVERY (1987)
 HT0060
 HT0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2452 ***********************************************************************
 GU2452  DESIGNATION -  8
 GU2452  PID         -  GU2452
 GU2452  STATE/COUNTY-  CA/MONTEREY
 GU2452  USGS QUAD   -  SAN LUCAS (1984)
 GU2452
 GU2452                         *CURRENT SURVEY CONTROL
 GU2452  ___________________________________________________________________
 GU2452* NAD 83(1986)-  36 12 30.     (N)    121 07 05.     (W)     SCALED    
 GU2452* NAVD 88     -        99.651  (meters)     326.94   (feet)  ADJUSTED  
 GU2452  ___________________________________________________________________
 GU2452  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 GU2452  DYNAMIC HT  -          99.567 (meters)     326.66  (feet)  COMP
 GU2452  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 GU2452
 GU2452  VERT ORDER  -  FIRST     CLASS I
 GU2452
 GU2452.The horizontal coordinates were scaled from a topographic map and have
 GU2452.an estimated accuracy of +/- 6 seconds.
 GU2452
 GU2452.The orthometric height was determined by differential leveling
 GU2452.and adjusted in June 1991.
 GU2452
 GU2452.The geoid height was determined by GEOID03.
 GU2452
 GU2452.The dynamic height is computed by dividing the NAVD 88
 GU2452.geopotential number by the normal gravity value computed on the
 GU2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2452.degrees latitude (g = 980.6199 gals.).
 GU2452
 GU2452.The modeled gravity was interpolated from observed gravity values.
 GU2452
 GU2452;                    North         East    Units  Estimated Accuracy
 GU2452;SPC CA 4     -   599,190.    1,809,550.      MT  (+/- 180 meters Scaled)
 GU2452
 GU2452                          SUPERSEDED SURVEY CONTROL
 GU2452
 GU2452  NGVD 29 (??/??/??)   98.740  (m)          323.95   (f) ADJUSTED    1 1
 GU2452
 GU2452.Superseded values are not recommended for survey control.
 GU2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2452.See file dsdata.txt to determine how the superseded data were derived.
 GU2452
 GU2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF691086(NAD 83)
 GU2452_MARKER: DD = SURVEY DISK
 GU2452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2452_SP_SET: BRIDGE
 GU2452_STAMPING: 8
 GU2452_MARK LOGO: USE   
 GU2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU2452+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989
 GU2452
 GU2452  HISTORY     - Date     Condition        Report By
 GU2452  HISTORY     - UNK      MONUMENTED       DOD
 GU2452  HISTORY     - 1968     GOOD             NGS
 GU2452  HISTORY     - 19890111 GOOD             NGS
 GU2452
 GU2452                          STATION DESCRIPTION
 GU2452
 GU2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU2452'0.4 MI SE FROM KING CITY.
 GU2452'0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GU2452'FROM THE STATION AT KING CITY, DIRECTLY OPPOSITE RAILROAD BRIDGE
 GU2452'164.12, IN THE TOP AND 2.2 FEET NORTHWEST OF THE SOUTHEAST END
 GU2452'OF THE SOUTHWEST CONCRETE CURB OF A U.S. HIGHWAY 101 BRIDGE OVER
 GU2452'SAN LORENZO CREEK, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU2452'HIGHWAY, 90.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 8
 GU2452'FEET LOWER THAN THE TRACK, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 GU2452
 GU2452                          STATION RECOVERY (1989)
 GU2452
 GU2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GU2452'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--U.S.
 GU2452'HIGHWAY 101 TO FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0826 ***********************************************************************
 HR0826  DESIGNATION -  8
 HR0826  PID         -  HR0826
 HR0826  STATE/COUNTY-  CA/TUOLUMNE
 HR0826  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0826
 HR0826                         *CURRENT SURVEY CONTROL
 HR0826  ___________________________________________________________________
 HR0826* NAD 83(1986)-  37 52 52.     (N)    119 51 35.     (W)     SCALED    
 HR0826* NAVD 88     -      1376.57   (+/-2cm)    4516.3    (feet)  VERTCON   
 HR0826  ___________________________________________________________________
 HR0826  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HR0826  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0826
 HR0826.The horizontal coordinates were scaled from a topographic map and have
 HR0826.an estimated accuracy of +/- 6 seconds.
 HR0826
 HR0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0826.The vertical order pertains to the NGVD 29 superseded value.
 HR0826
 HR0826.The geoid height was determined by GEOID03.
 HR0826
 HR0826;                    North         East    Units  Estimated Accuracy
 HR0826;SPC CA 3     -   653,470.    2,056,320.      MT  (+/- 180 meters Scaled)
 HR0826
 HR0826                          SUPERSEDED SURVEY CONTROL
 HR0826
 HR0826  NGVD 29 (??/??/92) 1375.644  (m)         4513.26   (f) ADJ UNCH    1 2
 HR0826
 HR0826.Superseded values are not recommended for survey control.
 HR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0826.See file dsdata.txt to determine how the superseded data were derived.
 HR0826
 HR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB484964(NAD 83)
 HR0826_MARKER: DD = SURVEY DISK
 HR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0826_STAMPING: 8
 HR0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0826+STABILITY: SURFACE MOTION
 HR0826
 HR0826  HISTORY     - Date     Condition        Report By
 HR0826  HISTORY     - UNK      MONUMENTED       HHWS
 HR0826  HISTORY     - 1956     GOOD             NGS
 HR0826
 HR0826                          STATION DESCRIPTION
 HR0826
 HR0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0826'0.2 MI SW FROM MATHER.
 HR0826'0.2 MILE SOUTHWEST ALONG THE MATHER ROAD FROM THE POST OFFICE
 HR0826'AT MATHER, ABOUT 100 YARDS SOUTHWEST OF THE T JUNCTION OF A
 HR0826'GRAVELED ROAD LEADING SOUTHEAST, ON THE OUTSIDE OF A CURVE,
 HR0826'40 FEET WEST OF THE WEST EDGE OF A 10- BY 15-FOOT LONE GRANITE
 HR0826'OUTCROP WHICH PROJECTS ABOUT 8 FEET ABOVE THE GROUND, 24 1/2 FEET
 HR0826'SOUTH OF THE CENTER LINE OF THE ROAD, 16.4 FEET SOUTHWEST OF
 HR0826'THE SOUTHWEST EDGE OF A 3- BY 3-INCH WOODEN POST SUPPORTING AN
 HR0826'EVERGREEN LODGE SIGN, 1.1 FEET NORTH OF A WITNESS POST, ABOUT
 HR0826'6 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HR0826'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HQ0296 ***********************************************************************
 HQ0296  DESIGNATION -  8
 HQ0296  PID         -  HQ0296
 HQ0296  STATE/COUNTY-  CA/INYO
 HQ0296  USGS QUAD   -  CHOCOLATE MOUNTAIN (1988)
 HQ0296
 HQ0296                         *CURRENT SURVEY CONTROL
 HQ0296  ___________________________________________________________________
 HQ0296* NAD 83(1986)-  37 23 38.     (N)    117 58 32.     (W)     SCALED    
 HQ0296* NAVD 88     -      1619.291  (meters)    5312.62   (feet)  ADJUSTED  
 HQ0296  ___________________________________________________________________
 HQ0296  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HQ0296  DYNAMIC HT  -        1617.413 (meters)    5306.46  (feet)  COMP
 HQ0296  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 HQ0296
 HQ0296  VERT ORDER  -  SECOND    CLASS 0
 HQ0296
 HQ0296.The horizontal coordinates were scaled from a topographic map and have
 HQ0296.an estimated accuracy of +/- 6 seconds.
 HQ0296
 HQ0296.The orthometric height was determined by differential leveling
 HQ0296.and adjusted in June 1991.
 HQ0296
 HQ0296.The geoid height was determined by GEOID03.
 HQ0296
 HQ0296.The dynamic height is computed by dividing the NAVD 88
 HQ0296.geopotential number by the normal gravity value computed on the
 HQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0296.degrees latitude (g = 980.6199 gals.).
 HQ0296
 HQ0296.The modeled gravity was interpolated from observed gravity values.
 HQ0296
 HQ0296;                    North         East    Units  Estimated Accuracy
 HQ0296;SPC CA 4     -   729,140.    2,090,720.      MT  (+/- 180 meters Scaled)
 HQ0296
 HQ0296                          SUPERSEDED SURVEY CONTROL
 HQ0296
 HQ0296  NGVD 29 (??/??/92) 1618.190  (m)         5309.01   (f) ADJ UNCH    2 0
 HQ0296
 HQ0296.Superseded values are not recommended for survey control.
 HQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0296.See file dsdata.txt to determine how the superseded data were derived.
 HQ0296
 HQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB136390(NAD 83)
 HQ0296_MARKER: P = PIPE CAP
 HQ0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0296_STAMPING: 8 5314
 HQ0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0296
 HQ0296  HISTORY     - Date     Condition        Report By
 HQ0296  HISTORY     - UNK      MONUMENTED       USGS
 HQ0296  HISTORY     - 1938     GOOD             NGS
 HQ0296  HISTORY     - 1984     GOOD             USGS
 HQ0296
 HQ0296                          STATION DESCRIPTION
 HQ0296
 HQ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HQ0296'9.6 MI SW FROM OASIS.
 HQ0296'IN INYO COUNTY, 9.6 MILES SOUTHWEST ALONG THE ROAD LEADING
 HQ0296'TO BIGPINE FROM OASIS, MONO COUNTY, 0.2 MILE EAST OF A STATE
 HQ0296'HIGHWAY CAMP, ON AN ABANDONED ROAD EAST OF THE MAIN ROAD, AND
 HQ0296'26 FEET NORTH OF THE CENTERLINE OF THE ABANDONED ROAD.  A UNITED
 HQ0296'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8 5314 AND
 HQ0296'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HQ0296
 HQ0296                          STATION RECOVERY (1984)
 HQ0296
 HQ0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0296'ABOUT 27.3 MILES EAST AND NORTHEAST OF THE JUNCTION OF US 395 AND CA
 HQ0296'168 ALONG CA 168 TO A DIRT ROAD ACROSS FROM THE NORTH END OF THE
 HQ0296'CALIFORNIA DEPT. OF TRANSPORTATION MAINTENANCE STATION, THENCE 0.25
 HQ0296'MILES NORTHEAST ALONG THE DIRT ROAD, 27 FT. NORTH OF THE CENTERLINE
 HQ0296'OF THE ROAD, A USGS STANDARD CAP, STAMPED '5314 B F 8 1905', RIVETED
 HQ0296'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.1 FT. ABOVE GROUND
 HQ0296'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0191 ***********************************************************************
 LU0191  DESIGNATION -  8
 LU0191  PID         -  LU0191
 LU0191  STATE/COUNTY-  CA/SHASTA
 LU0191  USGS QUAD   -  COTTONWOOD (1965)
 LU0191
 LU0191                         *CURRENT SURVEY CONTROL
 LU0191  ___________________________________________________________________
 LU0191* NAD 83(1986)-  40 29 37.     (N)    122 21 51.     (W)     SCALED    
 LU0191* NAVD 88     -       144.313  (meters)     473.47   (feet)  ADJUSTED  
 LU0191  ___________________________________________________________________
 LU0191  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 LU0191  DYNAMIC HT  -         144.240 (meters)     473.23  (feet)  COMP
 LU0191  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 LU0191
 LU0191  VERT ORDER  -  FIRST     CLASS II
 LU0191
 LU0191.The horizontal coordinates were scaled from a topographic map and have
 LU0191.an estimated accuracy of +/- 6 seconds.
 LU0191
 LU0191.The orthometric height was determined by differential leveling
 LU0191.and adjusted in June 1991.
 LU0191
 LU0191.The geoid height was determined by GEOID03.
 LU0191
 LU0191.The dynamic height is computed by dividing the NAVD 88
 LU0191.geopotential number by the normal gravity value computed on the
 LU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0191.degrees latitude (g = 980.6199 gals.).
 LU0191
 LU0191.The modeled gravity was interpolated from observed gravity values.
 LU0191
 LU0191;                    North         East    Units  Estimated Accuracy
 LU0191;SPC CA 1     -   628,900.    1,969,130.      MT  (+/- 180 meters Scaled)
 LU0191
 LU0191                          SUPERSEDED SURVEY CONTROL
 LU0191
 LU0191  NGVD 29 (??/??/92)  143.520  (m)          470.87   (f) ADJ UNCH    1 2
 LU0191
 LU0191.Superseded values are not recommended for survey control.
 LU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0191.See file dsdata.txt to determine how the superseded data were derived.
 LU0191
 LU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK538827(NAD 83)
 LU0191_MARKER: DD = SURVEY DISK
 LU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0191_STAMPING: 8
 LU0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0191+STABILITY: SURFACE MOTION
 LU0191
 LU0191  HISTORY     - Date     Condition        Report By
 LU0191  HISTORY     - UNK      MONUMENTED       CADH
 LU0191  HISTORY     - 1947     GOOD             NGS
 LU0191  HISTORY     - 1964     MARK NOT FOUND
 LU0191  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0191
 LU0191                          STATION DESCRIPTION
 LU0191
 LU0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LU0191'4.5 MI NW FROM ANDERSON.
 LU0191'4.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 LU0191'THE STATION AT ANDERSON, 6.6 MILES SOUTH OF REDDING, ABOUT 200
 LU0191'FEET SOUTHEAST OF RAILROAD MILEAGE 251.85, 46.0 FEET SOUTHWEST
 LU0191'OF THE SOUTHWEST RAIL, 31 FEET NORTHEAST OF THE CENTERLINE OF
 LU0191'U.S. HIGHWAY 99, 2.6 FEET WEST OF A WITNESS POST, AND SET IN THE
 LU0191'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LU0191
 LU0191                          STATION RECOVERY (1964)
 LU0191
 LU0191'RECOVERED 1964
 LU0191'MARK NOT FOUND.
 LU0191
 LU0191                          STATION RECOVERY (1988)
 LU0191
 LU0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1589 ***********************************************************************
 JT1589  DESIGNATION -  8 1
 JT1589  PID         -  JT1589
 JT1589  STATE/COUNTY-  CA/NAPA
 JT1589  USGS QUAD   -  NAPA (1980)
 JT1589
 JT1589                         *CURRENT SURVEY CONTROL
 JT1589  ___________________________________________________________________
 JT1589* NAD 83(1986)-  38 20 51.     (N)    122 19 42.     (W)     SCALED    
 JT1589* NAVD 88     -        31.49   (+/-2cm)     103.3    (feet)  VERTCON   
 JT1589  ___________________________________________________________________
 JT1589  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT1589  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1589
 JT1589.The horizontal coordinates were scaled from a topographic map and have
 JT1589.an estimated accuracy of +/- 6 seconds.
 JT1589
 JT1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1589.The vertical order pertains to the NGVD 29 superseded value.
 JT1589
 JT1589.The geoid height was determined by GEOID03.
 JT1589
 JT1589;                    North         East    Units  Estimated Accuracy
 JT1589;SPC CA 2     -   575,630.    1,971,300.      MT  (+/- 180 meters Scaled)
 JT1589
 JT1589                          SUPERSEDED SURVEY CONTROL
 JT1589
 JT1589  NGVD 29 (??/??/92)   30.69   (m)          100.7    (f) COMPUTED    1 1
 JT1589
 JT1589.Superseded values are not recommended for survey control.
 JT1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1589.See file dsdata.txt to determine how the superseded data were derived.
 JT1589
 JT1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586445(NAD 83)
 JT1589_MARKER: DD = SURVEY DISK
 JT1589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1589_SP_SET: COPPER-CLAD STEEL ROD
 JT1589_STAMPING: 8 1 C OF N
 JT1589_MARK LOGO: CA2330
 JT1589_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1589
 JT1589  HISTORY     - Date     Condition        Report By
 JT1589  HISTORY     - 1972     MONUMENTED       CA2330
 JT1589
 JT1589                          STATION DESCRIPTION
 JT1589
 JT1589'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1589'4.8 MI (7.7 KM) NORTHWEST FROM THE COUNTY COURTHOUSE AT NAPA, AT THE
 JT1589'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 29 WEST
 JT1589'FRONTAGE ROAD (SOLANO AVENUE) AND ORCHARD AVENUE, BEHIND A GUARD
 JT1589'RAIL, 9.8 FT (3.0 M) NORTH OF CENTERLINE OF ORCHARD AVENUE, 18.8 FT
 JT1589'(5.7 M) EAST CENTERLINE OF SOLANO AVENUE, 30.1 FT (9.2 M) SOUTHWEST
 JT1589'FROM BM B 468, 1 FT (0.3 M) BELOW CENTERLINE OF ROAD, 0.6 FT (0.2 M)
 JT1589'BELOW TOP OF 10 INCH DIAMETER MONUMENT BOX SET FLUSH WITH THE GROUND,
 JT1589'WITH THE WORD MONUMENT CAST IN COVER, AND SET ON TOP OF A 5/8-INCH
 JT1589'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AT 20 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0569 ***********************************************************************
 DY0569  DESIGNATION -  8 1 A
 DY0569  PID         -  DY0569
 DY0569  STATE/COUNTY-  CA/LOS ANGELES
 DY0569  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0569
 DY0569                         *CURRENT SURVEY CONTROL
 DY0569  ___________________________________________________________________
 DY0569* NAD 83(1986)-  33 52 23.     (N)    118 01 46.     (W)     SCALED    
 DY0569* NAVD 88     -        17.284  (meters)      56.71   (feet)  ADJUSTED  
 DY0569  ___________________________________________________________________
 DY0569  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DY0569  DYNAMIC HT  -          17.266 (meters)      56.65  (feet)  COMP
 DY0569  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DY0569
 DY0569  VERT ORDER  -  FIRST     CLASS I
 DY0569
 DY0569.The horizontal coordinates were scaled from a topographic map and have
 DY0569.an estimated accuracy of +/- 6 seconds.
 DY0569
 DY0569.The orthometric height was determined by differential leveling
 DY0569.and adjusted in June 1995.
 DY0569
 DY0569.The geoid height was determined by GEOID03.
 DY0569
 DY0569.The dynamic height is computed by dividing the NAVD 88
 DY0569.geopotential number by the normal gravity value computed on the
 DY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0569.degrees latitude (g = 980.6199 gals.).
 DY0569
 DY0569.The modeled gravity was interpolated from observed gravity values.
 DY0569
 DY0569;                    North         East    Units  Estimated Accuracy
 DY0569;SPC CA 5     -   541,380.    1,997,280.      MT  (+/- 180 meters Scaled)
 DY0569
 DY0569                          SUPERSEDED SURVEY CONTROL
 DY0569
 DY0569  NGVD 29 (??/??/92)   16.620  (m)           54.53   (f) ADJ UNCH    1 1
 DY0569
 DY0569.Superseded values are not recommended for survey control.
 DY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0569.See file dsdata.txt to determine how the superseded data were derived.
 DY0569
 DY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT047485(NAD 83)
 DY0569_MARKER: DD = SURVEY DISK
 DY0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0569_SP_SET: CATCH BASIN
 DY0569_STAMPING: 81-A-LA CO
 DY0569_MARK LOGO: CA-037
 DY0569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0569+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 DY0569
 DY0569  HISTORY     - Date     Condition        Report By
 DY0569  HISTORY     - 1968     MONUMENTED       CA1980
 DY0569  HISTORY     - 1969     GOOD             CA1980
 DY0569  HISTORY     - 19940816 GOOD             CA-059
 DY0569  HISTORY     - 20040128 GOOD             GEOCAC
 DY0569
 DY0569                          STATION DESCRIPTION
 DY0569
 DY0569'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 DY0569'3.2 MI NE FROM ARTESIA.
 DY0569'DAIRY VALLEY, 3.2 MILES NE OF THE ARTESIA CITY HALL, ARTESIA
 DY0569'BLVD AND VALLEY VIEW AVENUE, 81.5 FEET NORTH AND 42.9 FEET WEST
 DY0569'OF THE CENTERLINE INTERSECTION, 0.9 FOOT WEST OF CURB.  SET IN
 DY0569'CONCRETE WALK AT SOUTHEAST CORNER OF A STORM DRAIN CATCH BASIN.
 DY0569
 DY0569                          STATION RECOVERY (1994)
 DY0569
 DY0569'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0569'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0569'BY LOS ANGELES CALIFORNIA 1969.
 DY0569
 DY0569                          STATION RECOVERY (2004)
 DY0569
 DY0569'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DY0569'FOUND AS DESCRIBED, EXCEPT DELETE 'DAIRY VALLEY' FROM DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4179 ***********************************************************************
 DX4179  DESIGNATION -  8 15B AUX
 DX4179  PID         -  DX4179
 DX4179  STATE/COUNTY-  CA/ORANGE
 DX4179  USGS QUAD   -  DANA POINT (1975)
 DX4179
 DX4179                         *CURRENT SURVEY CONTROL
 DX4179  ___________________________________________________________________
 DX4179* NAD 83(1992)-  33 28 26.31052(N)    117 41 41.03613(W)     ADJUSTED  
 DX4179* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 DX4179  ___________________________________________________________________
 DX4179  EPOCH DATE  -        1991.35
 DX4179  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 DX4179  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DX4179  HORZ ORDER  -  THIRD
 DX4179
 DX4179.The horizontal coordinates were established by classical geodetic methods
 DX4179.and adjusted by the National Geodetic Survey in June 1996.
 DX4179.The horizontal coordinates are valid at the epoch date displayed above.
 DX4179.The epoch date for horizontal control is a decimal equivalence
 DX4179.of Year/Month/Day.
 DX4179
 DX4179.The orthometric height was scaled from a topographic map.
 DX4179
 DX4179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4179
 DX4179.The geoid height was determined by GEOID03.
 DX4179
 DX4179;                    North         East     Units Scale Factor Converg.
 DX4179;SPC CA 6     -   645,914.752 1,865,721.701   MT  0.99995712   -0 47 38.1
 DX4179;SPC CA 6     - 2,119,138.65  6,121,121.95   sFT  0.99995712   -0 47 38.1
 DX4179;UTM  11      - 3,704,049.734   435,449.606   MT  0.99965137   -0 22 59.5
 DX4179
 DX4179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4179!SPC CA 6     -   0.99998840  x   0.99995712  =   0.99994552
 DX4179!UTM  11      -   0.99998840  x   0.99965137  =   0.99963977
 DX4179
 DX4179|---------------------------------------------------------------------|
 DX4179| PID    Reference Object                     Distance      Geod. Az  |
 DX4179|                                                           dddmmss.s |
 DX4179| DX4169 8 8 15B                              13.076 METERS 02058     |
 DX4179| DX4154 DOHENEY PALISADES RES FINIAL        APPROX. 3.9 KM 1071459.2 |
 DX4179| DX4153 DANA POINT RESET                    APPROX. 1.7 KM 2311902.2 |
 DX4179| DX4181 DANA PT CAPISTRANO WATER TK         160.933 METERS 35032     |
 DX4179|---------------------------------------------------------------------|
 DX4179
 DX4179                          SUPERSEDED SURVEY CONTROL
 DX4179
 DX4179  NAD 83(1986)-  33 28 26.30762(N)    117 41 41.03767(W) AD(1984.00) 3
 DX4179  NAD 27      -  33 28 26.20927(N)    117 41 37.85116(W) AD(       ) 3
 DX4179
 DX4179.Superseded values are not recommended for survey control.
 DX4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4179.See file dsdata.txt to determine how the superseded data were derived.
 DX4179
 DX4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3545004050(NAD 83)
 DX4179_MARKER: Z = SEE DESCRIPTION
 DX4179_SETTING: 0 = UNSPECIFIED SETTING
 DX4179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4179
 DX4179  HISTORY     - Date     Condition        Report By
 DX4179  HISTORY     - 1974     MONUMENTED       CADT
 DX4179
 DX4179                          STATION DESCRIPTION
 DX4179
 DX4179'DESCRIBED BY CALTRANS 1974 (CAB)
 DX4179'STATION 8 15B AUX (CDH) IS A CALIFORNIA DIVISION OF HIGHWAYS
 DX4179'MARKER ESTABLISHED IN 1967.
 DX4179'
 DX4179'THE STATION IS A 2 INCH BRONZE DISK STAMPED CALIFORNIA DIVISION
 DX4179'OF HIGHWAYS 8 15B AUX 1967 SET FLUSH WITH THE GROUND IN A 1 FOOT
 DX4179'DIAMETER ROUND BLOCK OF CONCRETE.  THE STATION IS MARKED BY THREE
 DX4179'GALVANIZED STEEL CHANNEL IRON POSTS 3 FEET TALL SET IN A TRIANGLE
 DX4179'ON A 3 FOOT RADIUS AROUND THE STATION MARK.
 DX4179'
 DX4179'REFERENCE MARK NO. 1 IS A CENTER PUNCHED GALVANIZED STEEL SPIKE
 DX4179'IMBEDDED IN CONCRETE IN A 2 INCH STEEL PIPE PROTRUDING 9 INCHES
 DX4179'FROM THE GROUND.  THE REFERENCE MARK IS MARKED BY A THREE FOOT
 DX4179'GALVANIZED STEEL CHANNEL IRON POST 3 FEET TALL SET 1 FOOT FROM
 DX4179'THE MARK.
 DX4179'
 DX4179'REFERENCE MARK NO. 2 IS A CENTER PUNCHED GALVANIZED STEEL SPIKE
 DX4179'IMBEDDED IN CONCRETE IN A 2 INCH STEEL PIPE PROTRUDING 9 INCHES
 DX4179'FROM THE GROUND.
 DX4179'
 DX4179'TO GET TO THE STATION FROM DANA POINT, GO NORTH FROM PACIFIC
 DX4179'COAST HIGHWAY ON GOLDEN LANTERN ST. FOR 0.6 MILES.  TURN EAST ON
 DX4179'A DIRT ROAD FOR 0.1 MILES TO A 90 FOOT DIAMETER 43 FOOT HIGH
 DX4179'CYLINDRICAL WATER TANK.  THE STATION LIES 160 METERS FROM THE
 DX4179'CENTER OF THE TANK ON AN AZIMUTH OF 350 DEG 33.2 MIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0568 ***********************************************************************
 DY0568  DESIGNATION -  8 2 LA CO
 DY0568  PID         -  DY0568
 DY0568  STATE/COUNTY-  CA/LOS ANGELES
 DY0568  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0568
 DY0568                         *CURRENT SURVEY CONTROL
 DY0568  ___________________________________________________________________
 DY0568* NAD 83(1986)-  33 52 23.     (N)    118 02 15.     (W)     SCALED    
 DY0568* NAVD 88     -        17.30   (+/-2cm)      56.8    (feet)  VERTCON   
 DY0568  ___________________________________________________________________
 DY0568  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DY0568  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0568
 DY0568.The horizontal coordinates were scaled from a topographic map and have
 DY0568.an estimated accuracy of +/- 6 seconds.
 DY0568
 DY0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0568.The vertical order pertains to the NGVD 29 superseded value.
 DY0568
 DY0568.The geoid height was determined by GEOID03.
 DY0568
 DY0568;                    North         East    Units  Estimated Accuracy
 DY0568;SPC CA 5     -   541,380.    1,996,530.      MT  (+/- 180 meters Scaled)
 DY0568
 DY0568                          SUPERSEDED SURVEY CONTROL
 DY0568
 DY0568  NGVD 29 (??/??/92)   16.583  (m)           54.41   (f) ADJ UNCH    1 1
 DY0568
 DY0568.Superseded values are not recommended for survey control.
 DY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0568.See file dsdata.txt to determine how the superseded data were derived.
 DY0568
 DY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT040485(NAD 83)
 DY0568_MARKER: Z = SEE DESCRIPTION
 DY0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0568_SP_SET: WELL
 DY0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0568
 DY0568  HISTORY     - Date     Condition        Report By
 DY0568  HISTORY     - 1951     MONUMENTED       CA-037
 DY0568  HISTORY     - 1970     MARK NOT FOUND   CA-037
 DY0568
 DY0568                          STATION DESCRIPTION
 DY0568
 DY0568'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1970
 DY0568'2.7 MI NE FROM ARTESIA.
 DY0568'BM 8-2 1951 63
 DY0568'DAIRY VALLEY, 2.7 MILES NE OF THE ARTESIA CITY HALL, ARTESIA
 DY0568'BLVD AND MARQUARDT AVENUE, 100 FEET W OF THE CENTERLINE OF
 DY0568'MARQUARDT AVENUE AND 11.0 FEET NORTH OF THE CENTERLINE OF
 DY0568'ARTESIA BOULEVARD, SET ABOUT 10 INCHES BELOW THE SURFACE IN A
 DY0568'WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY SURVEYOR
 DY0568'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9043 ***********************************************************************
 DY9043  DESIGNATION -  8 24 E LA CO
 DY9043  PID         -  DY9043
 DY9043  STATE/COUNTY-  CA/LOS ANGELES
 DY9043  USGS QUAD   -  LOS ALAMITOS (1981)
 DY9043
 DY9043                         *CURRENT SURVEY CONTROL
 DY9043  ___________________________________________________________________
 DY9043* NAD 83(1986)-  33 48 54.     (N)    118 04 21.     (W)     SCALED    
 DY9043* NAVD 88     -        12.93   (+/-2cm)      42.4    (feet)  VERTCON   
 DY9043  ___________________________________________________________________
 DY9043  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY9043  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY9043
 DY9043.The horizontal coordinates were scaled from a topographic map and have
 DY9043.an estimated accuracy of +/- 6 seconds.
 DY9043
 DY9043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY9043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY9043.The vertical order pertains to the NGVD 29 superseded value.
 DY9043
 DY9043.The geoid height was determined by GEOID03.
 DY9043
 DY9043;                    North         East    Units  Estimated Accuracy
 DY9043;SPC CA 5     -   534,950.    1,993,290.      MT  (+/- 180 meters Scaled)
 DY9043
 DY9043                          SUPERSEDED SURVEY CONTROL
 DY9043
 DY9043  NGVD 29 (??/??/92)   12.21   (m)           40.1    (f) COMPUTED    1 1
 DY9043
 DY9043.Superseded values are not recommended for survey control.
 DY9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9043.See file dsdata.txt to determine how the superseded data were derived.
 DY9043
 DY9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT007421(NAD 83)
 DY9043_MARKER: DD = SURVEY DISK
 DY9043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9043_SP_SET: WALK
 DY9043_STAMPING: BM 8-24 E RE 5869
 DY9043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9043
 DY9043  HISTORY     - Date     Condition        Report By
 DY9043  HISTORY     - UNK      MONUMENTED       CA-037
 DY9043  HISTORY     - 1973     GOOD             CA-037
 DY9043
 DY9043                          STATION DESCRIPTION
 DY9043
 DY9043'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY9043'1.3 MI S FROM HAWAIIAN GARDENS.
 DY9043'NORWALK BOULEVARD AND COYOTE CREEK, 0.2 MILE NORTH OF CERRITOS AVENUE
 DY9043'(SPRING STREET) AT COYOTE CREEK BRIDGE NUMBER 55136, SOUTHEAST CORNER,
 DY9043'0.5 FOOT EAST OF CAST CURB, 1.8 FEET NORTH OF THE SOUTH END OF BRIDGE
 DY9043'WALK, FLUSH WITH THE SURFACE OF WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0784 ***********************************************************************
 DY0784  DESIGNATION -  8 28 A
 DY0784  PID         -  DY0784
 DY0784  STATE/COUNTY-  CA/LOS ANGELES
 DY0784  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0784
 DY0784                         *CURRENT SURVEY CONTROL
 DY0784  ___________________________________________________________________
 DY0784* NAD 83(1986)-  33 48 37.     (N)    118 04 57.     (W)     SCALED    
 DY0784* NAVD 88     -        15.860  (meters)      52.03   (feet)  ADJUSTED  
 DY0784  ___________________________________________________________________
 DY0784  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DY0784  DYNAMIC HT  -          15.843 (meters)      51.98  (feet)  COMP
 DY0784  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DY0784
 DY0784  VERT ORDER  -  FIRST     CLASS I
 DY0784
 DY0784.The horizontal coordinates were scaled from a topographic map and have
 DY0784.an estimated accuracy of +/- 6 seconds.
 DY0784
 DY0784.The orthometric height was determined by differential leveling
 DY0784.and adjusted in June 1991.
 DY0784.WARNING-Repeat measurements at this control monument indicate possible
 DY0784.vertical movement.
 DY0784
 DY0784.The geoid height was determined by GEOID03.
 DY0784
 DY0784.The dynamic height is computed by dividing the NAVD 88
 DY0784.geopotential number by the normal gravity value computed on the
 DY0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0784.degrees latitude (g = 980.6199 gals.).
 DY0784
 DY0784.The modeled gravity was interpolated from observed gravity values.
 DY0784
 DY0784;                    North         East    Units  Estimated Accuracy
 DY0784;SPC CA 5     -   534,420.    1,992,360.      MT  (+/- 180 meters Scaled)
 DY0784
 DY0784                          SUPERSEDED SURVEY CONTROL
 DY0784
 DY0784  NGVD 29 (??/??/92)   15.132  (m)           49.65   (f) ADJ UNCH    1 1
 DY0784
 DY0784.Superseded values are not recommended for survey control.
 DY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0784.See file dsdata.txt to determine how the superseded data were derived.
 DY0784
 DY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT998416(NAD 83)
 DY0784_MARKER: DD = SURVEY DISK
 DY0784_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY0784_SP_SET: BRIDGE RAIL
 DY0784_STAMPING: BM 8-28 A 1965 5869
 DY0784_MARK LOGO: CA-037
 DY0784_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0784+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 DY0784
 DY0784  HISTORY     - Date     Condition        Report By
 DY0784  HISTORY     - 1965     MONUMENTED       CA-037
 DY0784  HISTORY     - 1968     GOOD             CA-037
 DY0784  HISTORY     - 1978     GOOD             NGS
 DY0784  HISTORY     - 19890417 GOOD             NGS
 DY0784  HISTORY     - 19940728 GOOD             NGS
 DY0784  HISTORY     - 19940817 GOOD             CA-059
 DY0784
 DY0784                          STATION DESCRIPTION
 DY0784
 DY0784'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0784'4 MI E FROM LONG BEACH MUN AP.
 DY0784'4.0 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET
 DY0784'BRIDGE OVER THE SAN GABRIEL RIVER PARKWAY, AT THE SW CORNER
 DY0784'OF THE BRIDGE SET IN THE CONCRETE WALL 3.0 FEET WEST OF THE
 DY0784'WEST END OF THE BRIDGE AND 1.0 FOOT ABOVE THE WALK.
 DY0784
 DY0784                          STATION RECOVERY (1978)
 DY0784
 DY0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0784'RECOVERED IN GOOD CONDITION.
 DY0784
 DY0784                          STATION RECOVERY (1989)
 DY0784
 DY0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0784'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0784'BEACH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 605 AND SPRING
 DY0784'STREET, IN THE WEST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE
 DY0784'STREET OVERPASS OF THE HIGHWAY, 25.7 M (84.3 FT) WEST OF THE
 DY0784'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT)
 DY0784'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 0.9 M
 DY0784'(3.0 FT) EAST OF THE WEST END OF THE RAIL, AND 0.6 M (2.0 FT) ABOVE
 DY0784'THE LEVEL OF THE STREET.
 DY0784
 DY0784                          STATION RECOVERY (1994)
 DY0784
 DY0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0784'IN LONG BEACH, AT THE INTERSECTION OF THE SAN GABRIEL FREEWAY AND
 DY0784'SPRING STREET, IN TOP AND 0.9 M (3.0 FT) EAST OF THE WEST END OF THE
 DY0784'SOUTH CONCRETE ABUTMENT PARAPET OF THE STREET OVERPASS OF THE FREEWAY,
 DY0784'25.8 M (84.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY0784'FREEWAY, 6.1 M (20.0 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 DY0784'THE STREET, 1.7 M (5.6 FT) NORTH OF A CHAIN-LINK FENCE, AND 0.5 M (1.6
 DY0784'FT) ABOVE THE LEVEL OF THE STREET.
 DY0784
 DY0784                          STATION RECOVERY (1994)
 DY0784
 DY0784'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0784'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0784'BY NATIONAL GEODETIC SURVEY 1989.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1934 ***********************************************************************
 JT1934  DESIGNATION -  8 3
 JT1934  PID         -  JT1934
 JT1934  STATE/COUNTY-  CA/NAPA
 JT1934  USGS QUAD   -  NAPA (1980)
 JT1934
 JT1934                         *CURRENT SURVEY CONTROL
 JT1934  ___________________________________________________________________
 JT1934* NAD 83(1986)-  38 21 05.     (N)    122 19 49.     (W)     SCALED    
 JT1934* NAVD 88     -        34.07   (+/-2cm)     111.8    (feet)  VERTCON   
 JT1934  ___________________________________________________________________
 JT1934  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JT1934  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1934
 JT1934.The horizontal coordinates were scaled from a topographic map and have
 JT1934.an estimated accuracy of +/- 6 seconds.
 JT1934
 JT1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1934.The vertical order pertains to the NGVD 29 superseded value.
 JT1934
 JT1934.The geoid height was determined by GEOID03.
 JT1934
 JT1934;                    North         East    Units  Estimated Accuracy
 JT1934;SPC CA 2     -   576,060.    1,971,130.      MT  (+/- 180 meters Scaled)
 JT1934
 JT1934                          SUPERSEDED SURVEY CONTROL
 JT1934
 JT1934  NGVD 29 (??/??/92)   33.257  (m)          109.11   (f) ADJ UNCH    1 1
 JT1934
 JT1934.Superseded values are not recommended for survey control.
 JT1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1934.See file dsdata.txt to determine how the superseded data were derived.
 JT1934
 JT1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH585450(NAD 83)
 JT1934_MARKER: DD = SURVEY DISK
 JT1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1934_SP_SET: CONCRETE POST
 JT1934_MARK LOGO: CA2330
 JT1934_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1934+STABILITY: SURFACE MOTION
 JT1934
 JT1934  HISTORY     - Date     Condition        Report By
 JT1934  HISTORY     - 1971     MONUMENTED       CA2330
 JT1934
 JT1934                          STATION DESCRIPTION
 JT1934
 JT1934'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1934'ALONG SOUTHERN PACIFIC RAILROAD TO ST. HELENA HIGHWAY, 600 FT
 JT1934'(182.9 M) SOUTH OF OAK KNOLL, A WELL TYPE MONUMENT WITH A METAL PLATE
 JT1934'INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0779 ***********************************************************************
 DY0779  DESIGNATION -  8 33
 DY0779  PID         -  DY0779
 DY0779  STATE/COUNTY-  CA/LOS ANGELES
 DY0779  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0779
 DY0779                         *CURRENT SURVEY CONTROL
 DY0779  ___________________________________________________________________
 DY0779* NAD 83(1986)-  33 48 36.     (N)    118 06 00.     (W)     SCALED    
 DY0779* NAVD 88     -         6.675  (meters)      21.90   (feet)  ADJUSTED  
 DY0779  ___________________________________________________________________
 DY0779  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DY0779  DYNAMIC HT  -           6.668 (meters)      21.88  (feet)  COMP
 DY0779  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 DY0779
 DY0779  VERT ORDER  -  FIRST     CLASS I
 DY0779
 DY0779.The horizontal coordinates were scaled from a topographic map and have
 DY0779.an estimated accuracy of +/- 6 seconds.
 DY0779
 DY0779.The orthometric height was determined by differential leveling
 DY0779.and adjusted in June 1995.
 DY0779
 DY0779.The geoid height was determined by GEOID03.
 DY0779
 DY0779.The dynamic height is computed by dividing the NAVD 88
 DY0779.geopotential number by the normal gravity value computed on the
 DY0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0779.degrees latitude (g = 980.6199 gals.).
 DY0779
 DY0779.The modeled gravity was interpolated from observed gravity values.
 DY0779
 DY0779;                    North         East    Units  Estimated Accuracy
 DY0779;SPC CA 5     -   534,390.    1,990,740.      MT  (+/- 180 meters Scaled)
 DY0779
 DY0779                          SUPERSEDED SURVEY CONTROL
 DY0779
 DY0779  NAVD 88 (06/15/91)    6.662  (m)           21.86   (f) UNKNOWN     1 1
 DY0779  NGVD 29 (??/??/92)    5.918  (m)           19.42   (f) ADJ UNCH    1 1
 DY0779
 DY0779.Superseded values are not recommended for survey control.
 DY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0779.See file dsdata.txt to determine how the superseded data were derived.
 DY0779
 DY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT981416(NAD 83)
 DY0779_MARKER: DD = SURVEY DISK
 DY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0779_SP_SET: CONCRETE POST
 DY0779_STAMPING: BM 8 33 1951 63
 DY0779_MARK LOGO: CA-037
 DY0779_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0779+STABILITY: SURFACE MOTION
 DY0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0779+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1994
 DY0779
 DY0779  HISTORY     - Date     Condition        Report By
 DY0779  HISTORY     - 1951     MONUMENTED       CA-037
 DY0779  HISTORY     - 1968     GOOD             CA-037
 DY0779  HISTORY     - 1978     GOOD             NGS
 DY0779  HISTORY     - 19890417 GOOD             NGS
 DY0779  HISTORY     - 19940728 GOOD             NGS
 DY0779  HISTORY     - 19940817 GOOD             CA-059
 DY0779
 DY0779                          STATION DESCRIPTION
 DY0779
 DY0779'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0779'3.2 MI E FROM LONG BEACH MUN AP.
 DY0779'3.2 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET
 DY0779'AND STUDEBAKER ROAD, 114.0 FEET W OF THE CENTERLINE OF STUDEBAKER
 DY0779'ROAD AND 73.5 FEET S OF THE CENTERLINE OF SPRING STREET.  SET
 DY0779'ABOUT 10 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A
 DY0779'CAST IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 DY0779
 DY0779                          STATION RECOVERY (1978)
 DY0779
 DY0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0779'RECOVERED IN GOOD CONDITION.
 DY0779
 DY0779                          STATION RECOVERY (1989)
 DY0779
 DY0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0779'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0779'BEACH, AT THE INTERSECTION OF SPRING STREET AND STUDEBAKER ROAD, 28.6
 DY0779'M (93.8 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY0779'ROAD, 16.9 M (55.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DY0779'OF THE STREET, 9.0 M (29.5 FT) NORTH OF THE NORTHEAST CORNER OF A
 DY0779'HOUSE AT 2957 STUDEBAKER ROAD, LEVEL WITH THE STREET, AND IN A
 DY0779'CONCRETE MONUMENT THAT IS 0.2 M (0.7 FT) BELOW THE ROAD SURFACE.
 DY0779'NOTE--ACCESS TO THE DISK IS THROUGH A 6-INCH METAL COVER INSCRIBED
 DY0779'COUNTY SURVEYOR.
 DY0779
 DY0779                          STATION RECOVERY (1994)
 DY0779
 DY0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0779'IN LONG BEACH, AT THE INTERSECTION OF SPRING STREET AND STUDEBAKER
 DY0779'ROAD, 26.6 M (87.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DY0779'OF THE ROAD, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF EASTBOUND LANES
 DY0779'OF THE STREET, 3.2 M (10.5 FT) SOUTH OF THE CENTER OF THE SOUTH SPRING
 DY0779'STREET SERVICE ROAD, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW
 DY0779'THE LEVEL OF THE SERVICE ROAD.  NOTE--ACCESS TO THE MONUMENT IS
 DY0779'THROUGH AN 8-INCH METAL COVER CAST COUNTY SURVEYING MONUMENT.
 DY0779
 DY0779                          STATION RECOVERY (1994)
 DY0779
 DY0779'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994 (JK)
 DY0779'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1994. RECOVERED AS DESCRIBED
 DY0779'BY NATIONAL GEODETIC SURVEY 1989.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0778 ***********************************************************************
 DY0778  DESIGNATION -  8 34 LA CO
 DY0778  PID         -  DY0778
 DY0778  STATE/COUNTY-  CA/LOS ANGELES
 DY0778  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0778
 DY0778                         *CURRENT SURVEY CONTROL
 DY0778  ___________________________________________________________________
 DY0778* NAD 83(1986)-  33 48 37.     (N)    118 06 30.     (W)     SCALED    
 DY0778* NAVD 88     -         7.23   (+/-2cm)      23.7    (feet)  VERTCON   
 DY0778  ___________________________________________________________________
 DY0778  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DY0778  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0778
 DY0778.The horizontal coordinates were scaled from a topographic map and have
 DY0778.an estimated accuracy of +/- 6 seconds.
 DY0778
 DY0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0778.The vertical order pertains to the NGVD 29 superseded value.
 DY0778
 DY0778.The geoid height was determined by GEOID03.
 DY0778
 DY0778;                    North         East    Units  Estimated Accuracy
 DY0778;SPC CA 5     -   534,420.    1,989,970.      MT  (+/- 180 meters Scaled)
 DY0778
 DY0778                          SUPERSEDED SURVEY CONTROL
 DY0778
 DY0778  NGVD 29 (??/??/92)    6.49   (m)           21.3    (f) COMPUTED    1 1
 DY0778
 DY0778.Superseded values are not recommended for survey control.
 DY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0778.See file dsdata.txt to determine how the superseded data were derived.
 DY0778
 DY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT974416(NAD 83)
 DY0778_MARKER: N = NAIL
 DY0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0778_SP_SET: WELL
 DY0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0778
 DY0778  HISTORY     - Date     Condition        Report By
 DY0778  HISTORY     - UNK      MONUMENTED       CA-037
 DY0778  HISTORY     - 1968     GOOD             CA-037
 DY0778  HISTORY     - 1978     POOR             NGS
 DY0778
 DY0778                          STATION DESCRIPTION
 DY0778
 DY0778'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0778'2.7 MI E FROM LONG BEACH MUN AP.
 DY0778'2.7 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET
 DY0778'AND PALO VERDE AVENUE, AT THE CENTERLINE INTERSECTION, SET ABOUT
 DY0778'11 INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY0778'IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 DY0778
 DY0778                          STATION RECOVERY (1978)
 DY0778
 DY0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0778'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0776 ***********************************************************************
 DY0776  DESIGNATION -  8 35
 DY0776  PID         -  DY0776
 DY0776  STATE/COUNTY-  CA/LOS ANGELES
 DY0776  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0776
 DY0776                         *CURRENT SURVEY CONTROL
 DY0776  ___________________________________________________________________
 DY0776* NAD 83(1986)-  33 48 37.     (N)    118 07 12.     (W)     SCALED    
 DY0776* NAVD 88     -         7.098  (meters)      23.29   (feet)  READJUSTED
 DY0776  ___________________________________________________________________
 DY0776  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DY0776  DYNAMIC HT  -           7.090 (meters)      23.26  (feet)  COMP
 DY0776  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 DY0776
 DY0776  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0776
 DY0776.The horizontal coordinates were scaled from a topographic map and have
 DY0776.an estimated accuracy of +/- 6 seconds.
 DY0776
 DY0776.The orthometric height was determined by differential leveling
 DY0776.and adjusted in February 1993.
 DY0776.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0776.distribution rate of 0.0 thru 1.0 mm/km.
 DY0776.The height was derived from older observations constrained to new
 DY0776.heights in a crustal motion area.  The height is approximate in
 DY0776.relation to other heights in its vicinity.
 DY0776
 DY0776.The geoid height was determined by GEOID03.
 DY0776
 DY0776.The dynamic height is computed by dividing the NAVD 88
 DY0776.geopotential number by the normal gravity value computed on the
 DY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0776.degrees latitude (g = 980.6199 gals.).
 DY0776
 DY0776.The modeled gravity was interpolated from observed gravity values.
 DY0776
 DY0776;                    North         East    Units  Estimated Accuracy
 DY0776;SPC CA 5     -   534,430.    1,988,890.      MT  (+/- 180 meters Scaled)
 DY0776
 DY0776                          SUPERSEDED SURVEY CONTROL
 DY0776
 DY0776  NGVD 29 (??/??/92)    6.350  (m)           20.83   (f) ADJ UNCH    1 1
 DY0776
 DY0776.Superseded values are not recommended for survey control.
 DY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0776.See file dsdata.txt to determine how the superseded data were derived.
 DY0776
 DY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT963416(NAD 83)
 DY0776_MARKER: DD = SURVEY DISK
 DY0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0776_SP_SET: WELL
 DY0776_STAMPING: BM 8-35 1951 63
 DY0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0776
 DY0776  HISTORY     - Date     Condition        Report By
 DY0776  HISTORY     - 1951     MONUMENTED       CA-037
 DY0776  HISTORY     - 1968     GOOD             CA-037
 DY0776  HISTORY     - 1978     GOOD             NGS
 DY0776  HISTORY     - 19890417 MARK NOT FOUND   NGS
 DY0776
 DY0776                          STATION DESCRIPTION
 DY0776
 DY0776'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0776'2 MI E FROM LONG BEACH MUN AP.
 DY0776'2.0 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET AND
 DY0776'LOMINA AVE, ON THE SPRING STREET SERVICE ROAD, 57.0 FEET N OF THE
 DY0776'CENTERLINE OF SPRING STREET AND 15.4 FEET EAST OF THE
 DY0776'CENTERLINE OF LOMINA AVE.  SET ABOUT 10 INCHES BELOW THE SURFACE
 DY0776'IN A WELL AND PROTECTED BY A CAST IRON COVER MARKED COUNTY
 DY0776'ENGINEER MONUMENT.
 DY0776
 DY0776                          STATION RECOVERY (1978)
 DY0776
 DY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0776'RECOVERED IN GOOD CONDITION.
 DY0776
 DY0776                          STATION RECOVERY (1989)
 DY0776
 DY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0776'THE STREET HAS BEEN PAVED, AND THE MARK MAY STILL BE IN PLACE UNDER
 DY0776'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0773 ***********************************************************************
 DY0773  DESIGNATION -  8 37 LA CO
 DY0773  PID         -  DY0773
 DY0773  STATE/COUNTY-  CA/LOS ANGELES
 DY0773  USGS QUAD   -  LONG BEACH (1981)
 DY0773
 DY0773                         *CURRENT SURVEY CONTROL
 DY0773  ___________________________________________________________________
 DY0773* NAD 83(1986)-  33 48 37.     (N)    118 08 02.     (W)     SCALED    
 DY0773* NAVD 88     -         7.71   (+/-2cm)      25.3    (feet)  VERTCON   
 DY0773  ___________________________________________________________________
 DY0773  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DY0773  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0773
 DY0773.The horizontal coordinates were scaled from a topographic map and have
 DY0773.an estimated accuracy of +/- 6 seconds.
 DY0773
 DY0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0773.The vertical order pertains to the NGVD 29 superseded value.
 DY0773
 DY0773.The geoid height was determined by GEOID03.
 DY0773
 DY0773;                    North         East    Units  Estimated Accuracy
 DY0773;SPC CA 5     -   534,430.    1,987,600.      MT  (+/- 180 meters Scaled)
 DY0773
 DY0773                          SUPERSEDED SURVEY CONTROL
 DY0773
 DY0773  NGVD 29 (??/??/92)    6.95   (m)           22.8    (f) COMPUTED    1 1
 DY0773
 DY0773.Superseded values are not recommended for survey control.
 DY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0773.See file dsdata.txt to determine how the superseded data were derived.
 DY0773
 DY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT950416(NAD 83)
 DY0773_MARKER: DD = SURVEY DISK
 DY0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0773_SP_SET: WELL
 DY0773_STAMPING: +RE 329
 DY0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0773
 DY0773  HISTORY     - Date     Condition        Report By
 DY0773  HISTORY     - UNK      MONUMENTED       CA-037
 DY0773  HISTORY     - 1968     GOOD             CA-037
 DY0773  HISTORY     - 1978     GOOD             NGS
 DY0773
 DY0773                          STATION DESCRIPTION
 DY0773
 DY0773'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0773'1 MI E FROM LONG BEACH MUN AP.
 DY0773'1.0 MI E OF THE LONG BEACH MUNICIPAL AIRPORT, SPRING STREET AND
 DY0773'CLARK AVENUE, AT THE CENTERLINE INTERSECTION.  SET ABOUT 18
 DY0773'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST
 DY0773'IRON COVER MARKED COUNTY SURVEYOR MONUMENT.
 DY0773
 DY0773                          STATION RECOVERY (1978)
 DY0773
 DY0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0770 ***********************************************************************
 DY0770  DESIGNATION -  8 39 B
 DY0770  PID         -  DY0770
 DY0770  STATE/COUNTY-  CA/LOS ANGELES
 DY0770  USGS QUAD   -  LONG BEACH (1981)
 DY0770
 DY0770                         *CURRENT SURVEY CONTROL
 DY0770  ___________________________________________________________________
 DY0770* NAD 83(1986)-  33 48 45.     (N)    118 08 30.     (W)     SCALED    
 DY0770* NAVD 88     -         4.537  (meters)      14.89   (feet)  ADJUSTED  
 DY0770  ___________________________________________________________________
 DY0770  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0770  DYNAMIC HT  -           4.532 (meters)      14.87  (feet)  COMP
 DY0770  MODELED GRAV-     979,578.9   (mgal)                       NAVD 88
 DY0770
 DY0770  VERT ORDER  -  FIRST     CLASS I
 DY0770
 DY0770.This mark is at Long Beach-Daugherty Fld Airport (LGB)
 DY0770
 DY0770.The horizontal coordinates were scaled from a topographic map and have
 DY0770.an estimated accuracy of +/- 6 seconds.
 DY0770
 DY0770.The orthometric height was determined by differential leveling
 DY0770.and adjusted in June 1995.
 DY0770
 DY0770.The geoid height was determined by GEOID03.
 DY0770
 DY0770.The dynamic height is computed by dividing the NAVD 88
 DY0770.geopotential number by the normal gravity value computed on the
 DY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0770.degrees latitude (g = 980.6199 gals.).
 DY0770
 DY0770.The modeled gravity was interpolated from observed gravity values.
 DY0770
 DY0770;                    North         East    Units  Estimated Accuracy
 DY0770;SPC CA 5     -   534,670.    1,986,880.      MT  (+/- 180 meters Scaled)
 DY0770
 DY0770                          SUPERSEDED SURVEY CONTROL
 DY0770
 DY0770  NAVD 88 (06/15/91)    4.516  (m)           14.82   (f) UNKNOWN     1 1
 DY0770  NGVD 29 (??/??/92)    3.761  (m)           12.34   (f) ADJ UNCH    1 1
 DY0770
 DY0770.Superseded values are not recommended for survey control.
 DY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0770.See file dsdata.txt to determine how the superseded data were derived.
 DY0770
 DY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT943419(NAD 83)
 DY0770_MARKER: DD = SURVEY DISK
 DY0770_SETTING: 39 = SET IN A TUNNEL
 DY0770_SP_SET: TUNNEL
 DY0770_STAMPING: BM 8-39 B 1965 5869
 DY0770_MARK LOGO: CA-037
 DY0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0770+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 DY0770
 DY0770  HISTORY     - Date     Condition        Report By
 DY0770  HISTORY     - 1965     MONUMENTED       CA-037
 DY0770  HISTORY     - 1968     GOOD             CA-037
 DY0770  HISTORY     - 1975     GOOD             NGS
 DY0770  HISTORY     - 1978     GOOD             NGS
 DY0770  HISTORY     - 19890331 GOOD             NGS
 DY0770  HISTORY     - 19940818 GOOD             NGS
 DY0770  HISTORY     - 20040104 GOOD             GEOCAC
 DY0770  HISTORY     - 20070401 GOOD             GEOCAC
 DY0770
 DY0770                          STATION DESCRIPTION
 DY0770
 DY0770'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0770'AT LONG BEACH MUN AP.
 DY0770'AT LONG BEACH MUNICIPAL AIRPORT, SPRING STREET UNDERPASS AND
 DY0770'MAIN RUNWAY OF THE LONG BEACH MUNICIPAL AIRPORT.  SET VERTICALLY
 DY0770'IN THE EASTERLY FACE OF THE UNDERPASS 3.0 FEET ABOVE THE CURB
 DY0770'AND 0.6 FOOT SOUTH OF THE SOUTHERLY WALL OF THE UNDERPASS.
 DY0770
 DY0770                          STATION RECOVERY (1975)
 DY0770
 DY0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DY0770'RECOVERED IN GOOD CONDITION.
 DY0770
 DY0770                          STATION RECOVERY (1978)
 DY0770
 DY0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0770'RECOVERED IN GOOD CONDITION.
 DY0770
 DY0770                          STATION RECOVERY (1989)
 DY0770
 DY0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0770'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 DY0770'(0.20 MI) WESTERLY ALONG SPRING STREET FROM THE JUNCTION OF LAKEWOOD
 DY0770'BOULEVARD IN LONG BEACH, SET VERTICALLY IN THE NORTHEAST FACE OF A
 DY0770'TUNNEL UNDER THE MAIN RUNWAY OF THE LONG BEACH MUNICIPAL AIRPORT, 5.6
 DY0770'M (18.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 DY0770'STREET, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE STREET.
 DY0770
 DY0770                          STATION RECOVERY (1994)
 DY0770
 DY0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0770'0.3 KM (0.20 MI) WESTERLY ALONG SPRING STREET FROM THE JUNCTION OF
 DY0770'LAKEWOOD BOULEVARD IN LONG BEACH, SET VERTICALLY IN THE NORTHEAST FACE
 DY0770'OF THE SOUTHEAST CONCRETE WALL OF THE SPRING STREET EASTBOUND TUNNEL
 DY0770'UNDER A LONG BEACH AIRPORT RUNWAY, 5.4 M (17.7 FT) SOUTHEAST OF THE
 DY0770'CENTERLINE OF THE EASTBOUND LINES OF THE STREET, 1.2 M (3.9 FT) ABOVE
 DY0770'THE LEVEL OF THE STREET, AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST
 DY0770'FACE OF THE TUNNEL.
 DY0770
 DY0770                          STATION RECOVERY (2004)
 DY0770
 DY0770'RECOVERY NOTE BY GEOCACHING 2004 (EDP)
 DY0770'RECOVERED IN GOOD CONDITION.
 DY0770
 DY0770                          STATION RECOVERY (2007)
 DY0770
 DY0770'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0769 ***********************************************************************
 DY0769  DESIGNATION -  8 39 C
 DY0769  PID         -  DY0769
 DY0769  STATE/COUNTY-  CA/LOS ANGELES
 DY0769  USGS QUAD   -  LONG BEACH (1981)
 DY0769
 DY0769                         *CURRENT SURVEY CONTROL
 DY0769  ___________________________________________________________________
 DY0769* NAD 83(1986)-  33 48 35.     (N)    118 08 42.     (W)     SCALED    
 DY0769* NAVD 88     -         4.832  (meters)      15.85   (feet)  ADJUSTED  
 DY0769  ___________________________________________________________________
 DY0769  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DY0769  DYNAMIC HT  -           4.827 (meters)      15.84  (feet)  COMP
 DY0769  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 DY0769
 DY0769  VERT ORDER  -  FIRST     CLASS I
 DY0769
 DY0769.This mark is at Long Beach-Daugherty Fld Airport (LGB)
 DY0769
 DY0769.The horizontal coordinates were scaled from a topographic map and have
 DY0769.an estimated accuracy of +/- 6 seconds.
 DY0769
 DY0769.The orthometric height was determined by differential leveling
 DY0769.and adjusted in June 1995.
 DY0769
 DY0769.The geoid height was determined by GEOID03.
 DY0769
 DY0769.The dynamic height is computed by dividing the NAVD 88
 DY0769.geopotential number by the normal gravity value computed on the
 DY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0769.degrees latitude (g = 980.6199 gals.).
 DY0769
 DY0769.The modeled gravity was interpolated from observed gravity values.
 DY0769
 DY0769;                    North         East    Units  Estimated Accuracy
 DY0769;SPC CA 5     -   534,370.    1,986,570.      MT  (+/- 180 meters Scaled)
 DY0769
 DY0769                          SUPERSEDED SURVEY CONTROL
 DY0769
 DY0769  NAVD 88 (06/15/91)    4.811  (m)           15.78   (f) UNKNOWN     1 1
 DY0769  NGVD 29 (??/??/92)    4.051  (m)           13.29   (f) ADJ UNCH    1 1
 DY0769
 DY0769.Superseded values are not recommended for survey control.
 DY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0769.See file dsdata.txt to determine how the superseded data were derived.
 DY0769
 DY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT940416(NAD 83)
 DY0769_MARKER: DD = SURVEY DISK
 DY0769_SETTING: 39 = SET IN A TUNNEL
 DY0769_SP_SET: TUNNEL
 DY0769_STAMPING: BM 8-39 C 1965 5869
 DY0769_MARK LOGO: CA-037
 DY0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0769+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2007
 DY0769
 DY0769  HISTORY     - Date     Condition        Report By
 DY0769  HISTORY     - 1965     MONUMENTED       CA-037
 DY0769  HISTORY     - 1968     GOOD             CA-037
 DY0769  HISTORY     - 1975     GOOD             NGS
 DY0769  HISTORY     - 1978     GOOD             NGS
 DY0769  HISTORY     - 19890331 GOOD             NGS
 DY0769  HISTORY     - 19940728 GOOD             NGS
 DY0769  HISTORY     - 20071231 GOOD             GEOCAC
 DY0769
 DY0769                          STATION DESCRIPTION
 DY0769
 DY0769'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0769'AT LONG BEACH MUN AP.
 DY0769'AT LONG BEACH MUNICIPAL AIRPORT, SPRING STREET UNDERPASS AND
 DY0769'MAIN RUNWAY OF THE LONG BEACH MUNICIPAL AIRPORT.  SET VERTICALLY
 DY0769'IN THE WESTERLY FACE OF THE UNDERPASS 3.0 FEET ABOVE THE WALK
 DY0769'AND 0.6 FOOT NORTH OF THE NORTHERLY WALL OF THE UNDERPASS.
 DY0769
 DY0769                          STATION RECOVERY (1975)
 DY0769
 DY0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DY0769'RECOVERED IN GOOD CONDITION.
 DY0769
 DY0769                          STATION RECOVERY (1978)
 DY0769
 DY0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0769'RECOVERED IN GOOD CONDITION.
 DY0769
 DY0769                          STATION RECOVERY (1989)
 DY0769
 DY0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0769'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.3 KM
 DY0769'(0.80 MI) WESTERLY ALONG SPRING STREET FROM THE JUNCTION OF TEMPLE
 DY0769'AVENUE IN LONG BEACH, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 DY0769'TUNNEL UNDER THE MAIN RUNWAY OF THE LONG BEACH MUNICIPAL AIRPORT, 5.4
 DY0769'M (17.7 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DY0769'STREET, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE STREET.
 DY0769
 DY0769                          STATION RECOVERY (1994)
 DY0769
 DY0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0769'0.6 KM (0.35 MI) WESTERLY ALONG SPRING STREET FROM THE INTERSECTION OF
 DY0769'LAKEWOOD BOULEVARD IN LONG BEACH, SET VERTICALLY IN THE SOUTHWEST FACE
 DY0769'OF THE NORTHWEST CONCRETE WALL OF THE SPRING STREET WESTBOUND TUNNEL
 DY0769'UNDER A LONG BEACH AIRPORT RUNWAY, 5.2 M (17.1 FT) NORTHWEST OF THE
 DY0769'CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 1.2 M (3.9 FT) ABOVE
 DY0769'THE LEVEL OF THE STREET, AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST
 DY0769'FACE OF THE TUNNEL.
 DY0769
 DY0769                          STATION RECOVERY (2007)
 DY0769
 DY0769'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0769'RECOVERED IN GOOD CONDITION.  THE MARK HAS BEEN PAINTED OVER, BUT THE
 DY0769'STAMPING IS STILL VERY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0766 ***********************************************************************
 DY0766  DESIGNATION -  8 41 B
 DY0766  PID         -  DY0766
 DY0766  STATE/COUNTY-  CA/LOS ANGELES
 DY0766  USGS QUAD   -  LONG BEACH (1981)
 DY0766
 DY0766                         *CURRENT SURVEY CONTROL
 DY0766  ___________________________________________________________________
 DY0766* NAD 83(1986)-  33 48 46.     (N)    118 10 03.     (W)     SCALED    
 DY0766* NAVD 88     -        24.175  (meters)      79.31   (feet)  READJUSTED
 DY0766  ___________________________________________________________________
 DY0766  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0766  DYNAMIC HT  -          24.150 (meters)      79.23  (feet)  COMP
 DY0766  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 DY0766
 DY0766  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DY0766
 DY0766.The horizontal coordinates were scaled from a topographic map and have
 DY0766.an estimated accuracy of +/- 6 seconds.
 DY0766
 DY0766.The orthometric height was determined by differential leveling
 DY0766.and adjusted in February 1993.
 DY0766.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DY0766.distribution rate of 0.0 thru 1.0 mm/km.
 DY0766.The height was derived from older observations constrained to new
 DY0766.heights in a crustal motion area.  The height is approximate in
 DY0766.relation to other heights in its vicinity.
 DY0766
 DY0766.The geoid height was determined by GEOID03.
 DY0766
 DY0766.The dynamic height is computed by dividing the NAVD 88
 DY0766.geopotential number by the normal gravity value computed on the
 DY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0766.degrees latitude (g = 980.6199 gals.).
 DY0766
 DY0766.The modeled gravity was interpolated from observed gravity values.
 DY0766
 DY0766;                    North         East    Units  Estimated Accuracy
 DY0766;SPC CA 5     -   534,710.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0766
 DY0766                          SUPERSEDED SURVEY CONTROL
 DY0766
 DY0766  NGVD 29 (??/??/92)   23.412  (m)           76.81   (f) ADJ UNCH    1 1
 DY0766
 DY0766.Superseded values are not recommended for survey control.
 DY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0766.See file dsdata.txt to determine how the superseded data were derived.
 DY0766
 DY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919420(NAD 83)
 DY0766_MARKER: DD = SURVEY DISK
 DY0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0766_SP_SET: CONCRETE BASE
 DY0766_STAMPING: BM 8 41 B 1965 5869
 DY0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0766
 DY0766  HISTORY     - Date     Condition        Report By
 DY0766  HISTORY     - 1965     MONUMENTED       CA-037
 DY0766  HISTORY     - 1968     GOOD             CA-037
 DY0766  HISTORY     - 1978     GOOD             NGS
 DY0766  HISTORY     - 19890331 MARK NOT FOUND   NGS
 DY0766  HISTORY     - 20070510 MARK NOT FOUND   GEOCAC
 DY0766
 DY0766                          STATION DESCRIPTION
 DY0766
 DY0766'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0766'AT LONG BEACH.
 DY0766'AT LONG BEACH, WEST OF THE MUNICIPAL AIRPORT, SPRING STREET AND
 DY0766'CHERRY AVENUE, AT THE NW CORNER NEAR THE MIDDLE OF THE CURB
 DY0766'RETURN.  SET IN THE CONCRETE BASE OF THE TRAFFIC SIGNAL 1.5 FEET
 DY0766'EASTERLY OF THE SIGNAL.
 DY0766
 DY0766                          STATION RECOVERY (1978)
 DY0766
 DY0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0766'RECOVERED IN GOOD CONDITION.
 DY0766
 DY0766                          STATION RECOVERY (1989)
 DY0766
 DY0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0766'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION AND THE
 DY0766'TRAFFIC LIGHT AND FOUNDATION HAS BEEN REPLACED.
 DY0766
 DY0766                          STATION RECOVERY (2007)
 DY0766
 DY0766'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0766'IT WOULD APPEAR THAT THE WIDENING OF CHERRY DUE TO THE CONSTRUCTION OF
 DY0766'I405 OR THE GENERAL TRAFFIC VOLUME OF THE AREA HAS DESTROYED THIS
 DY0766'MARK. IT IS UNLIKELY THAT THIS MARK SURVIVES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0764 ***********************************************************************
 DY0764  DESIGNATION -  8 45 LA CO
 DY0764  PID         -  DY0764
 DY0764  STATE/COUNTY-  CA/LOS ANGELES
 DY0764  USGS QUAD   -  LONG BEACH (1981)
 DY0764
 DY0764                         *CURRENT SURVEY CONTROL
 DY0764  ___________________________________________________________________
 DY0764* NAD 83(1986)-  33 49 09.     (N)    118 10 35.     (W)     SCALED    
 DY0764* NAVD 88     -        21.72   (+/-2cm)      71.3    (feet)  VERTCON   
 DY0764  ___________________________________________________________________
 DY0764  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0764  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0764
 DY0764.The horizontal coordinates were scaled from a topographic map and have
 DY0764.an estimated accuracy of +/- 6 seconds.
 DY0764
 DY0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0764.The vertical order pertains to the NGVD 29 superseded value.
 DY0764
 DY0764.The geoid height was determined by GEOID03.
 DY0764
 DY0764;                    North         East    Units  Estimated Accuracy
 DY0764;SPC CA 5     -   535,420.    1,983,670.      MT  (+/- 180 meters Scaled)
 DY0764
 DY0764                          SUPERSEDED SURVEY CONTROL
 DY0764
 DY0764  NGVD 29 (??/??/92)   20.96   (m)           68.8    (f) COMPUTED    1 1
 DY0764
 DY0764.Superseded values are not recommended for survey control.
 DY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0764.See file dsdata.txt to determine how the superseded data were derived.
 DY0764
 DY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT911427(NAD 83)
 DY0764_MARKER: DD = SURVEY DISK
 DY0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0764_SP_SET: WELL
 DY0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0764
 DY0764  HISTORY     - Date     Condition        Report By
 DY0764  HISTORY     - UNK      MONUMENTED       CA1970
 DY0764  HISTORY     - 1968     GOOD             CA-037
 DY0764
 DY0764                          STATION DESCRIPTION
 DY0764
 DY0764'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0764'1.4 MI W FROM LONG BEACH MUN AP.
 DY0764'1.4 MI W OF THE LONG BEACH MUNICIPAL AIRPORT, WARDLOW ROAD AND
 DY0764'ORANGE AVENUE, AT THE CENTERLINE INTERSECTION, SET ABOUT 18
 DY0764'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON
 DY0764'COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0759 ***********************************************************************
 DY0759  DESIGNATION -  8 54 B
 DY0759  PID         -  DY0759
 DY0759  STATE/COUNTY-  CA/LOS ANGELES
 DY0759  USGS QUAD   -  LONG BEACH (1981)
 DY0759
 DY0759                         *CURRENT SURVEY CONTROL
 DY0759  ___________________________________________________________________
 DY0759* NAD 83(1986)-  33 50 26.     (N)    118 12 04.     (W)     SCALED    
 DY0759* NAVD 88     -        18.133  (meters)      59.49   (feet)  ADJUSTED  
 DY0759  ___________________________________________________________________
 DY0759  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY0759  DYNAMIC HT  -          18.114 (meters)      59.43  (feet)  COMP
 DY0759  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DY0759
 DY0759  VERT ORDER  -  FIRST     CLASS I
 DY0759
 DY0759.The horizontal coordinates were scaled from a topographic map and have
 DY0759.an estimated accuracy of +/- 6 seconds.
 DY0759
 DY0759.The orthometric height was determined by differential leveling
 DY0759.and adjusted in June 1995.
 DY0759.WARNING-Repeat measurements at this control monument indicate possible
 DY0759.vertical movement.
 DY0759
 DY0759.The geoid height was determined by GEOID03.
 DY0759
 DY0759.The dynamic height is computed by dividing the NAVD 88
 DY0759.geopotential number by the normal gravity value computed on the
 DY0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0759.degrees latitude (g = 980.6199 gals.).
 DY0759
 DY0759.The modeled gravity was interpolated from observed gravity values.
 DY0759
 DY0759;                    North         East    Units  Estimated Accuracy
 DY0759;SPC CA 5     -   537,800.    1,981,390.      MT  (+/- 180 meters Scaled)
 DY0759
 DY0759                          SUPERSEDED SURVEY CONTROL
 DY0759
 DY0759  NAVD 88 (06/15/91)   18.125  (m)           59.47   (f) UNKNOWN     1 1
 DY0759  NGVD 29 (??/??/92)   17.381  (m)           57.02   (f) ADJ UNCH    1 1
 DY0759
 DY0759.Superseded values are not recommended for survey control.
 DY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0759.See file dsdata.txt to determine how the superseded data were derived.
 DY0759
 DY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT888451(NAD 83)
 DY0759_MARKER: DD = SURVEY DISK
 DY0759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0759_SP_SET: WINGWALL
 DY0759_STAMPING: B.M. 8-54 B 1960 5869
 DY0759_MARK LOGO: CA-037
 DY0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0759+STABILITY: SURFACE MOTION
 DY0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0759+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2007
 DY0759
 DY0759  HISTORY     - Date     Condition        Report By
 DY0759  HISTORY     - 1960     MONUMENTED       CA-037
 DY0759  HISTORY     - 1968     GOOD             CA-037
 DY0759  HISTORY     - 1978     GOOD             NGS
 DY0759  HISTORY     - 19890319 GOOD             NGS
 DY0759  HISTORY     - 19940728 GOOD             NGS
 DY0759  HISTORY     - 20071104 GOOD             GEOCAC
 DY0759
 DY0759                          STATION DESCRIPTION
 DY0759
 DY0759'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0759'3.2 MI NW FROM LONG BEACH MUN AP.
 DY0759'3.2 MI NW OF THE LONG BEACH MUNICIPAL AIRPORT, UNION PACIFIC
 DY0759'RAILROAD AND LOS ANGELES RIVER AT THE EAST END OF THE BRIDGE
 DY0759'AT MILE POST 17.13, SET IN THE CENTER OF THE NORTH HEADWALL OF
 DY0759'THE CONCRETE ABUTMENT 5.5 FEET E OF THE BRIDGE.
 DY0759
 DY0759                          STATION RECOVERY (1978)
 DY0759
 DY0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0759'RECOVERED IN GOOD CONDITION.
 DY0759
 DY0759                          STATION RECOVERY (1989)
 DY0759
 DY0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0759'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM
 DY0759'(0.55 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 DY0759'JUNCTION OF LONG BEACH BOULEVARD IN LONG BEACH, IN THE NORTHEAST
 DY0759'CONCRETE WINGWALL OF A RAILROAD BRIDGE SPANNING THE LOS ANGELES
 DY0759'RIVER, 5.5 M (18.0 FT) NORTH OF THE NEAR RAIL, 2.3 M (7.5 FT)
 DY0759'SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL, AND 0.2 M (0.7 FT)
 DY0759'BELOW THE LEVEL OF THE TRACK.
 DY0759
 DY0759                          STATION RECOVERY (1994)
 DY0759
 DY0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0759'0.5 KM (0.30 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 DY0759'THE INTERSECTION OF THE LONG BEACH FREEWAY, IN THE NORTHEAST CONCRETE
 DY0759'WINGWALL OF THE RAILROAD BRIDGE SPANNING THE LOS ANGELES RIVER, 5.4 M
 DY0759'(17.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL, 2.2 M (7.2
 DY0759'FT) NORTH-NORTHWEST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) BELOW THE
 DY0759'LEVEL OF THE TRACK.
 DY0759
 DY0759                          STATION RECOVERY (2007)
 DY0759
 DY0759'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0758 ***********************************************************************
 DY0758  DESIGNATION -  8 55 A LA CO
 DY0758  PID         -  DY0758
 DY0758  STATE/COUNTY-  CA/LOS ANGELES
 DY0758  USGS QUAD   -  LONG BEACH (1981)
 DY0758
 DY0758                         *CURRENT SURVEY CONTROL
 DY0758  ___________________________________________________________________
 DY0758* NAD 83(1986)-  33 50 24.     (N)    118 12 16.     (W)     SCALED    
 DY0758* NAVD 88     -        18.11   (+/-2cm)      59.4    (feet)  VERTCON   
 DY0758  ___________________________________________________________________
 DY0758  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0758  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0758
 DY0758.The horizontal coordinates were scaled from a topographic map and have
 DY0758.an estimated accuracy of +/- 6 seconds.
 DY0758
 DY0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0758.The vertical order pertains to the NGVD 29 superseded value.
 DY0758
 DY0758.The geoid height was determined by GEOID03.
 DY0758
 DY0758;                    North         East    Units  Estimated Accuracy
 DY0758;SPC CA 5     -   537,740.    1,981,080.      MT  (+/- 180 meters Scaled)
 DY0758
 DY0758                          SUPERSEDED SURVEY CONTROL
 DY0758
 DY0758  NGVD 29 (??/??/92)   17.36   (m)           57.0    (f) COMPUTED    1 1
 DY0758
 DY0758.Superseded values are not recommended for survey control.
 DY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0758.See file dsdata.txt to determine how the superseded data were derived.
 DY0758
 DY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT885450(NAD 83)
 DY0758_MARKER: Q = CHISELED SQUARE
 DY0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0758_SP_SET: BRIDGE ABUTMENT
 DY0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0758
 DY0758  HISTORY     - Date     Condition        Report By
 DY0758  HISTORY     - UNK      MONUMENTED       CA-037
 DY0758  HISTORY     - 1968     GOOD             CA-037
 DY0758  HISTORY     - 1978     GOOD             NGS
 DY0758
 DY0758                          STATION DESCRIPTION
 DY0758
 DY0758'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0758'3.2 MI NW FROM LONG BEACH MUN AP.
 DY0758'3.2 MI NW OF THE LONG BEACH MUNICIPAL AIRPORT, UNION PACIFIC
 DY0758'RR AND LOS ANGELES RIVER, AT THE NW CORNER OF THE BRIDGE AT
 DY0758'MILE POST 17.13, ON THE TOP OF THE MOST NE CORNER OF THE
 DY0758'CONCRETE ABUTMENT 8.5 FEET N OF THE N RAIL.
 DY0758
 DY0758                          STATION RECOVERY (1978)
 DY0758
 DY0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0757 ***********************************************************************
 DY0757  DESIGNATION -  8 55 B
 DY0757  PID         -  DY0757
 DY0757  STATE/COUNTY-  CA/LOS ANGELES
 DY0757  USGS QUAD   -  LONG BEACH (1981)
 DY0757
 DY0757                         *CURRENT SURVEY CONTROL
 DY0757  ___________________________________________________________________
 DY0757* NAD 83(1986)-  33 50 24.     (N)    118 12 17.     (W)     SCALED    
 DY0757* NAVD 88     -        18.096  (meters)      59.37   (feet)  ADJUSTED  
 DY0757  ___________________________________________________________________
 DY0757  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0757  DYNAMIC HT  -          18.076 (meters)      59.30  (feet)  COMP
 DY0757  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DY0757
 DY0757  VERT ORDER  -  FIRST     CLASS I
 DY0757
 DY0757.The horizontal coordinates were scaled from a topographic map and have
 DY0757.an estimated accuracy of +/- 6 seconds.
 DY0757
 DY0757.The orthometric height was determined by differential leveling
 DY0757.and adjusted in June 1995.
 DY0757.WARNING-Repeat measurements at this control monument indicate possible
 DY0757.vertical movement.
 DY0757
 DY0757.The geoid height was determined by GEOID03.
 DY0757
 DY0757.The dynamic height is computed by dividing the NAVD 88
 DY0757.geopotential number by the normal gravity value computed on the
 DY0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0757.degrees latitude (g = 980.6199 gals.).
 DY0757
 DY0757.The modeled gravity was interpolated from observed gravity values.
 DY0757
 DY0757;                    North         East    Units  Estimated Accuracy
 DY0757;SPC CA 5     -   537,740.    1,981,050.      MT  (+/- 180 meters Scaled)
 DY0757
 DY0757                          SUPERSEDED SURVEY CONTROL
 DY0757
 DY0757  NAVD 88 (06/15/91)   18.089  (m)           59.35   (f) UNKNOWN     1 1
 DY0757  NGVD 29 (??/??/92)   17.346  (m)           56.91   (f) ADJ UNCH    1 1
 DY0757
 DY0757.Superseded values are not recommended for survey control.
 DY0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0757.See file dsdata.txt to determine how the superseded data were derived.
 DY0757
 DY0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT885450(NAD 83)
 DY0757_MARKER: DD = SURVEY DISK
 DY0757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DY0757_SP_SET: WINGWALL
 DY0757_STAMPING: BM 8-55 B 1960 5869
 DY0757_MARK LOGO: CA-037
 DY0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0757+STABILITY: SURFACE MOTION
 DY0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0757+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2007
 DY0757
 DY0757  HISTORY     - Date     Condition        Report By
 DY0757  HISTORY     - 1960     MONUMENTED       CA-037
 DY0757  HISTORY     - 1968     GOOD             CA-037
 DY0757  HISTORY     - 1978     GOOD             NGS
 DY0757  HISTORY     - 19890319 GOOD             NGS
 DY0757  HISTORY     - 19940728 GOOD             NGS
 DY0757  HISTORY     - 20071104 GOOD             GEOCAC
 DY0757
 DY0757                          STATION DESCRIPTION
 DY0757
 DY0757'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0757'3.2 MI NW FROM LONG BEACH MUN AP.
 DY0757'3.2 MI NW OF THE LONG BEACH MUNICIPAL AIRPORT, UNION PACIFIC
 DY0757'RR AND LOS ANGELES RIVER AT THE W END OF THE BRIDGE, IN THE
 DY0757'CENTER OF THE SOUTH HEADWALL OF THE CONCRETE ABUTMENT 9.6 FEET
 DY0757'E OF THE W END OF THE HEADWALL.
 DY0757
 DY0757                          STATION RECOVERY (1978)
 DY0757
 DY0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0757'RECOVERED IN GOOD CONDITION.
 DY0757
 DY0757                          STATION RECOVERY (1989)
 DY0757
 DY0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0757'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM
 DY0757'(0.75 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 DY0757'JUNCTION OF LONG BEACH BOULEVARD IN LONG BEACH, IN THE SOUTHEAST
 DY0757'CONCRETE WINGWALL OF A RAILROAD BRIDGE SPANNING THE LOS ANGELES
 DY0757'RIVER, 6.2 M (20.3 FT) SOUTHEAST OF THE NEAR RAIL, 3.0 M (9.8 FT)
 DY0757'NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL, AND LEVEL WITH THE
 DY0757'TRACK.  NOTE--THE 9 IN THE 5869, AND THE LAST 5 IN THE 8-55 OF THE
 DY0757'ORIGINAL STAMPING HAS BEEN OBLITERATED.
 DY0757
 DY0757                          STATION RECOVERY (1994)
 DY0757
 DY0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0757'0.3 KM (0.20 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 DY0757'THE INTERSECTION OF THE LONG BEACH FREEWAY IN CARSON, IN THE SOUTHWEST
 DY0757'CONCRETE WINGWALL OF THE RAILROAD BRIDGE SPANNING THE LOS ANGELES
 DY0757'RIVER, 6.2 SOUTH-SOUTHEAST OF THE NEAR RAIL, 2.9 M (9.5 FT) NORTHEAST
 DY0757'OF THE SOUTHWEST END OF THE WINGWALL, AND 0.2 M (0.7 FT) BELOW THE
 DY0757'LEVEL OF THE TRACK.
 DY0757
 DY0757                          STATION RECOVERY (2007)
 DY0757
 DY0757'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0757'THE MARK IS IN RELATIVELY GOOD CONDITION.  THE TRACKS APPEAR TO HAVE
 DY0757'BEEN RELOCATED AND THE BRIDGED REPLACED WITH ANOTHER TO THE SOUTH OF
 DY0757'THE ORIGINAL.  THIS PLACES THE MARK NOW TO THE NORTH OF THE TRACKS AND
 DY0757'ABOVE TRACK LEVEL INSTEAD OF SOUTH AND BELOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0756 ***********************************************************************
 DY0756  DESIGNATION -  8 56 A
 DY0756  PID         -  DY0756
 DY0756  STATE/COUNTY-  CA/LOS ANGELES
 DY0756  USGS QUAD   -  LONG BEACH (1981)
 DY0756
 DY0756                         *CURRENT SURVEY CONTROL
 DY0756  ___________________________________________________________________
 DY0756* NAD 83(1986)-  33 50 19.     (N)    118 12 26.     (W)     SCALED    
 DY0756* NAVD 88     -        17.111  (meters)      56.14   (feet)  ADJUSTED  
 DY0756  ___________________________________________________________________
 DY0756  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0756  DYNAMIC HT  -          17.093 (meters)      56.08  (feet)  COMP
 DY0756  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 DY0756
 DY0756  VERT ORDER  -  FIRST     CLASS I
 DY0756
 DY0756.The horizontal coordinates were scaled from a topographic map and have
 DY0756.an estimated accuracy of +/- 6 seconds.
 DY0756
 DY0756.The orthometric height was determined by differential leveling
 DY0756.and adjusted in June 1995.
 DY0756.WARNING-Repeat measurements at this control monument indicate possible
 DY0756.vertical movement.
 DY0756
 DY0756.The geoid height was determined by GEOID03.
 DY0756
 DY0756.The dynamic height is computed by dividing the NAVD 88
 DY0756.geopotential number by the normal gravity value computed on the
 DY0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0756.degrees latitude (g = 980.6199 gals.).
 DY0756
 DY0756.The modeled gravity was interpolated from observed gravity values.
 DY0756
 DY0756;                    North         East    Units  Estimated Accuracy
 DY0756;SPC CA 5     -   537,580.    1,980,820.      MT  (+/- 180 meters Scaled)
 DY0756
 DY0756                          SUPERSEDED SURVEY CONTROL
 DY0756
 DY0756  NAVD 88 (06/15/91)   17.108  (m)           56.13   (f) UNKNOWN     1 1
 DY0756  NGVD 29 (??/??/92)   16.362  (m)           53.68   (f) ADJ UNCH    1 1
 DY0756
 DY0756.Superseded values are not recommended for survey control.
 DY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0756.See file dsdata.txt to determine how the superseded data were derived.
 DY0756
 DY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT883449(NAD 83)
 DY0756_MARKER: S = SPIKE
 DY0756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY0756_SP_SET: ABUTMENT
 DY0756_STAMPING: 8-56 A
 DY0756_MARK LOGO: NONE  
 DY0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0756+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2007
 DY0756
 DY0756  HISTORY     - Date     Condition        Report By
 DY0756  HISTORY     - UNK      MONUMENTED       CA-037
 DY0756  HISTORY     - 1968     GOOD             CA-037
 DY0756  HISTORY     - 1978     GOOD             NGS
 DY0756  HISTORY     - 19890319 GOOD             NGS
 DY0756  HISTORY     - 19940728 GOOD             NGS
 DY0756  HISTORY     - 20071104 GOOD             GEOCAC
 DY0756
 DY0756                          STATION DESCRIPTION
 DY0756
 DY0756'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0756'AT DOMINGUEZ.
 DY0756'LOS ANGELES COUNTY, LONG BEACH FREEWAY 0.9 MI N OF THE SAN DIEGO
 DY0756'FREEWAY, SOUTHERN PACIFIC RAILROAD AND UNION PACIFIC RR CROSSING
 DY0756'AT THE LONG BEACH FREEWAY NEAR THE E END OF DOMINGUEZ ST.  SET
 DY0756'IN THE CONCRETE ABUTMENT 31.5 FEET W OF THE W RAIL OF THE
 DY0756'SOUTHERN PACIFIC RAILROAD AND 8.2 FEET NORTH OF THE NORTH RAIL OF
 DY0756'THE UNION PACIFIC RAILROAD.
 DY0756
 DY0756                          STATION RECOVERY (1978)
 DY0756
 DY0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0756'RECOVERED IN GOOD CONDITION.
 DY0756
 DY0756                          STATION RECOVERY (1989)
 DY0756
 DY0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0756'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0756'BEACH, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 DY0756'INTERSTATE HIGHWAY 710, IN THE NORTHEAST CONCRETE ABUTMENT OF THE
 DY0756'RAILROAD OVERPASS OF THE HIGHWAY, 29.1 M (95.5 FT) NORTHEAST OF THE
 DY0756'CENTER OF THE MEDIAN OF THE HIGHWAY, 28.5 M (93.5 FT) SOUTHWEST OF
 DY0756'THE CENTER OF A PAVED ROAD LEADING SOUTH, 2.4 M (7.9 FT) NORTH OF THE
 DY0756'NEAR RAIL, AND LEVEL WITH THE TRACK.  NOTE--THE ORIGINAL DESCRIPTION
 DY0756'STATES THAT THE SPIKE WAS NOT STAMPED, BUT IS STAMPED AS ABOVE.
 DY0756
 DY0756                          STATION RECOVERY (1994)
 DY0756
 DY0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0756'IN CARSON, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND THE
 DY0756'LONG BEACH FREEWAY, A SPIKE 0.9 M (3.0 FT) SOUTHEAST OF THE NORTHWEST
 DY0756'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 DY0756'FREEWAY, 29.1 M (95.5 FT) NORTHEAST OF THE CENTER OF THE FREEWAY, 8.5
 DY0756'M (27.9 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD, 2.7 M (8.9 FT)
 DY0756'NORTHWEST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 DY0756'TRACK.
 DY0756
 DY0756                          STATION RECOVERY (2007)
 DY0756
 DY0756'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0755 ***********************************************************************
 DY0755  DESIGNATION -  8 57
 DY0755  PID         -  DY0755
 DY0755  STATE/COUNTY-  CA/LOS ANGELES
 DY0755  USGS QUAD   -  LONG BEACH (1981)
 DY0755
 DY0755                         *CURRENT SURVEY CONTROL
 DY0755  ___________________________________________________________________
 DY0755* NAD 83(1986)-  33 50 20.     (N)    118 12 54.     (W)     SCALED    
 DY0755* NAVD 88     -        10.323  (meters)      33.87   (feet)  ADJUSTED  
 DY0755  ___________________________________________________________________
 DY0755  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY0755  DYNAMIC HT  -          10.312 (meters)      33.83  (feet)  COMP
 DY0755  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DY0755  OBS GRAVITY -     979,582.1   (mgal)                       GRAV_OBS
 DY0755
 DY0755  VERT ORDER  -  FIRST     CLASS I
 DY0755
 DY0755.The horizontal coordinates were scaled from a topographic map and have
 DY0755.an estimated accuracy of +/- 6 seconds.
 DY0755
 DY0755.The orthometric height was determined by differential leveling
 DY0755.and adjusted in June 1995.
 DY0755.WARNING-Repeat measurements at this control monument indicate possible
 DY0755.vertical movement.
 DY0755
 DY0755.The geoid height was determined by GEOID03.
 DY0755
 DY0755.The dynamic height is computed by dividing the NAVD 88
 DY0755.geopotential number by the normal gravity value computed on the
 DY0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0755.degrees latitude (g = 980.6199 gals.).
 DY0755
 DY0755.The modeled gravity was interpolated from observed gravity values.
 DY0755.The observed gravity was obtained from relative gravimeter ties
 DY0755.to the IGSN71 gravity network.
 DY0755
 DY0755;                    North         East    Units  Estimated Accuracy
 DY0755;SPC CA 5     -   537,610.    1,980,100.      MT  (+/- 180 meters Scaled)
 DY0755
 DY0755                          SUPERSEDED SURVEY CONTROL
 DY0755
 DY0755  NAVD 88 (06/15/91)   10.327  (m)           33.88   (f) UNKNOWN     1 1
 DY0755  NGVD 29 (??/??/92)    9.575  (m)           31.41   (f) ADJ UNCH    1 1
 DY0755
 DY0755.Superseded values are not recommended for survey control.
 DY0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0755.See file dsdata.txt to determine how the superseded data were derived.
 DY0755
 DY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT875449(NAD 83)
 DY0755_MARKER: DD = SURVEY DISK
 DY0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0755_SP_SET: CONCRETE POST
 DY0755_STAMPING: BM 8-57 1952 63
 DY0755_MARK LOGO: CA-037
 DY0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0755+STABILITY: SURFACE MOTION
 DY0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0755+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0755
 DY0755  HISTORY     - Date     Condition        Report By
 DY0755  HISTORY     - 1952     MONUMENTED       CA-037
 DY0755  HISTORY     - 1968     GOOD             CA-037
 DY0755  HISTORY     - 1978     GOOD             NGS
 DY0755  HISTORY     - 19890319 GOOD             NGS
 DY0755  HISTORY     - 19940728 GOOD             NGS
 DY0755
 DY0755                          STATION DESCRIPTION
 DY0755
 DY0755'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0755'AT DOMINGUEZ.
 DY0755'DOMINGUEZ, NORTH OF DOMINGUEZ PARK, DOMINGUEZ STREET AND SANTA
 DY0755'FE AVENUE, 72.5 FEET W OF THE CENTERLINE INTERSECTION AND 14.4
 DY0755'FEET S OF THE CENTERLINE OF DOMINGUEZ STREET, SET ABOUT 10
 DY0755'INCHES BELOW THE SURFACE IN A WELL AND PROTECTED BY A CAST IRON
 DY0755'COVER MARKED COUNTY SURVEYOR MONUMENT.
 DY0755
 DY0755                          STATION RECOVERY (1978)
 DY0755
 DY0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0755'RECOVERED IN GOOD CONDITION.
 DY0755
 DY0755                          STATION RECOVERY (1989)
 DY0755
 DY0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0755'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--15.5
 DY0755'M (50.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY0755'AVENUE, AND 1.9 M (6.2 FT) NORTH OF THE SOUTH CURB OF THE STREET.
 DY0755'NOTE--THE ORIGINAL DESCRIPTION STATES THAT THE DATE ON THE DISK IS
 DY0755'1952, BUT IS AS ABOVE.
 DY0755
 DY0755                          STATION RECOVERY (1994)
 DY0755
 DY0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0755'IN CARSON, AT THE INTERSECTION OF DOMINGUEZ AND SANTA FE STREETS, 14.8
 DY0755'M (48.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF SANTA FE
 DY0755'STREET, 6.0 M (19.7 FT) SOUTH OF THE CENTER OF DOMINGUEZ STREET, 3.6 M
 DY0755'(11.8 FT) NORTHWEST OF A UTILITY POLE, 1.8 M (5.9 FT) NORTH OF THE
 DY0755'SOUTH CURB OF DOMINGUEZ STREET, AND THE MONUMENT IS RECESSED 0.3 BELOW
 DY0755'THE LEVEL OF DOMINGUEZ STREET.  NOTE--ACCESS TO THE MONUMENT IS
 DY0755'THROUGH A 6-INCH METAL COVER CAST LA COUNTY SURVEY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4121 ***********************************************************************
 DX4121  DESIGNATION -  8 6 30
 DX4121  PID         -  DX4121
 DX4121  STATE/COUNTY-  CA/SAN DIEGO
 DX4121  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4121
 DX4121                         *CURRENT SURVEY CONTROL
 DX4121  ___________________________________________________________________
 DX4121* NAD 83(1992)-  33 26 52.24031(N)    117 33 02.01998(W)     ADJUSTED  
 DX4121* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 DX4121  ___________________________________________________________________
 DX4121  EPOCH DATE  -        1991.35
 DX4121  LAPLACE CORR-           8.04  (seconds)                    DEFLEC99
 DX4121  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DX4121  HORZ ORDER  -  SECOND
 DX4121
 DX4121.The horizontal coordinates were established by classical geodetic methods
 DX4121.and adjusted by the National Geodetic Survey in June 1996.
 DX4121.The horizontal coordinates are valid at the epoch date displayed above.
 DX4121.The epoch date for horizontal control is a decimal equivalence
 DX4121.of Year/Month/Day.
 DX4121
 DX4121.The orthometric height was scaled from a topographic map.
 DX4121
 DX4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4121
 DX4121.The geoid height was determined by GEOID03.
 DX4121
 DX4121;                    North         East     Units Scale Factor Converg.
 DX4121;SPC CA 6     -   642,840.480 1,879,084.573   MT  0.99995611   -0 42 52.9
 DX4121;SPC CA 6     - 2,109,052.47  6,164,963.30   sFT  0.99995611   -0 42 52.9
 DX4121;UTM  11      - 3,701,072.328   448,829.967   MT  0.99963228   -0 18 12.5
 DX4121
 DX4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4121!SPC CA 6     -   0.99996979  x   0.99995611  =   0.99992590
 DX4121!UTM  11      -   0.99996979  x   0.99963228  =   0.99960208
 DX4121
 DX4121:                Primary Azimuth Mark                     Grid Az
 DX4121:SPC CA 6     -  8 7 24                                   328 45 31.8
 DX4121:UTM  11      -  8 7 24                                   328 20 51.4
 DX4121
 DX4121|---------------------------------------------------------------------|
 DX4121| PID    Reference Object                     Distance      Geod. Az  |
 DX4121|                                                           dddmmss.s |
 DX4121| DX4115 8 7 24                              APPROX. 2.1 KM 3280238.9 |
 DX4121|---------------------------------------------------------------------|
 DX4121
 DX4121                          SUPERSEDED SURVEY CONTROL
 DX4121
 DX4121  NAD 83(1986)-  33 26 52.23842(N)    117 33 02.02192(W) AD(1984.00) 2
 DX4121  NAD 27      -  33 26 52.14290(N)    117 32 58.85860(W) AD(       ) 2
 DX4121
 DX4121.Superseded values are not recommended for survey control.
 DX4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4121.See file dsdata.txt to determine how the superseded data were derived.
 DX4121
 DX4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4883001072(NAD 83)
 DX4121_MARKER: Z = SEE DESCRIPTION
 DX4121_SETTING: 0 = UNSPECIFIED SETTING
 DX4121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4121
 DX4121  HISTORY     - Date     Condition        Report By
 DX4121  HISTORY     - 1967     MONUMENTED       CA-059
 DX4121
 DX4121                          STATION DESCRIPTION
 DX4121
 DX4121'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4121'TO REACH FROM THE INTERSECTION OF THE SAN DIEGO FREEWAY AND ORTEGA
 DX4121'HIGHWAY, PROCEED SOUTH ALONG THE FREEWAY TO THE EL CAMINO REAL
 DX4121'OFF RAMP IN THE CITY OF SAN CLEMENTE.  TURN LEFT ON EL CAMINO
 DX4121'REAL AND PROCEED 1.6 MILES TO THE END OF EL CAMINO REAL, AT WHICH
 DX4121'THERE WILL BE A MILITARY SECURITY SHACK AND GATE LEADING INTO THE
 DX4121'MILITARY BASE AND CONNECTING WITH CHRISTIANITOS ROAD, PROCEED
 DX4121'THRU SECURITY GATE, TURN LEFT ON CHRISTIANITOS ROAD AND GO 2.6
 DX4121'MILES TO A T INTERSECTION AND A POST EXCHANGE SERVICE STATION,
 DX4121'TURN RIGHT AND GO 1.1 MILES TO A PAVED ROAD ON THE LEFT,
 DX4121'SAID ROAD BEING 100 YARDS PAST EIGHTH STREET OF A MARINE
 DX4121'CORPS TRAINING CAMP.  TURN LEFT ON PAVED ROAD, WHICH WILL
 DX4121'TURN INTO A DIRT FIRE TRAIL.  FOLLOW THE PAVED ROAD AND FIRE
 DX4121'TRAIL ALONG THE RIDGE LINE 1.4 MILES TO THE STATION SITE.
 DX4121'
 DX4121'STATION IS ON TOP OF MOST PROMINENT HILL.  SET STANDARD ORANGE
 DX4121'COUNTY SURVEYORS DISK IN CONCRETE STAMPED 8-6-30.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4114 ***********************************************************************
 DX4114  DESIGNATION -  8 6 6
 DX4114  PID         -  DX4114
 DX4114  STATE/COUNTY-  CA/ORANGE
 DX4114  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4114
 DX4114                         *CURRENT SURVEY CONTROL
 DX4114  ___________________________________________________________________
 DX4114* NAD 83(1992)-  33 29 36.67112(N)    117 33 02.90024(W)     ADJUSTED  
 DX4114* NAVD 88     -       295.76   (+/-2cm)     970.3    (feet)  VERTCON   
 DX4114  ___________________________________________________________________
 DX4114  EPOCH DATE  -        1991.35
 DX4114  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 DX4114  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DX4114  HORZ ORDER  -  SECOND
 DX4114  VERT ORDER  -  THIRD ? (See Below)
 DX4114
 DX4114.The horizontal coordinates were established by classical geodetic methods
 DX4114.and adjusted by the National Geodetic Survey in June 1996.
 DX4114.The horizontal coordinates are valid at the epoch date displayed above.
 DX4114.The epoch date for horizontal control is a decimal equivalence
 DX4114.of Year/Month/Day.
 DX4114
 DX4114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4114.The vertical order pertains to the NGVD 29 superseded value.
 DX4114
 DX4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4114
 DX4114.The geoid height was determined by GEOID03.
 DX4114
 DX4114;                    North         East     Units Scale Factor Converg.
 DX4114;SPC CA 6     -   647,906.122 1,879,125.039   MT  0.99995801   -0 42 53.3
 DX4114;SPC CA 6     - 2,125,672.00  6,165,096.07   sFT  0.99995801   -0 42 53.3
 DX4114;UTM  11      - 3,706,136.484   448,834.091   MT  0.99963227   -0 18 14.3
 DX4114
 DX4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4114!SPC CA 6     -   0.99995892  x   0.99995801  =   0.99991694
 DX4114!UTM  11      -   0.99995892  x   0.99963227  =   0.99959121
 DX4114
 DX4114:                Primary Azimuth Mark                     Grid Az
 DX4114:SPC CA 6     -  8 7 11                                   259 29 33.1
 DX4114:UTM  11      -  8 7 11                                   259 04 54.1
 DX4114
 DX4114|---------------------------------------------------------------------|
 DX4114| PID    Reference Object                     Distance      Geod. Az  |
 DX4114|                                                           dddmmss.s |
 DX4114| DX4116 8 7 11                              APPROX. 3.5 KM 2584639.8 |
 DX4114|---------------------------------------------------------------------|
 DX4114
 DX4114                          SUPERSEDED SURVEY CONTROL
 DX4114
 DX4114  NAD 83(1986)-  33 29 36.66856(N)    117 33 02.90242(W) AD(1984.00) 2
 DX4114  NAD 27      -  33 29 36.57740(N)    117 32 59.73760(W) AD(       ) 2
 DX4114  NGVD 29 (07/19/86)  295.05   (m)          968.0    (f) LEVELING    3  
 DX4114
 DX4114.Superseded values are not recommended for survey control.
 DX4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4114.See file dsdata.txt to determine how the superseded data were derived.
 DX4114
 DX4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4883406136(NAD 83)
 DX4114
 DX4114  HISTORY     - Date     Condition        Report By
 DX4114  HISTORY     - 1967     MONUMENTED       CA-059
 DX4114
 DX4114                          STATION DESCRIPTION
 DX4114
 DX4114'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4114'TO REACH THE SITE OF MONUMENT 8-6-6 FROM THE INTERSECTION OF
 DX4114'ORTEGA HIGHWAY AND THE SAN DIEGO FREEWAY, PROCEED ALONG ORTEGA
 DX4114'HIGHWAY TOWARD ELSINORE FOR 5.0 MILES TO WHERE A PAVED ROAD LEADS
 DX4114'OFF TO THE RIGHT TO THE T.R.W. TESTING SITE.  TURN RIGHT ON TO
 DX4114'THIS PAVED ROAD AND PROCEED FOR 2.45 MILES TO WHERE A DIRT ROAD
 DX4114'LEADS OFF TO THE LEFT IN TO A GRAVEL PIT AREA.  TURN LEFT ON TO
 DX4114'SAID DIRT ROAD AND PROCEED FOR 0.4 MILES TO A Y IN ROAD.  TURN
 DX4114'LEFT AT SAID Y AND PROCEED FOR 0.1 MILES TO ANOTHER Y IN THE
 DX4114'ROAD.  TURN LEFT AT THE Y AND PROCEED FOR 0.75 MILES UP THE
 DX4114'HILL AND THEN NORTHERLY ALONG RIDGE LINE TO ANOTHER Y IN ROAD.
 DX4114'TURN LEFT AT Y AND PROCEED FOR 0.2 MILES.  MONUMENT 8-6-6
 DX4114'IS LOCATED ABOUT 40 FEET TO LEFT OF ROAD ON THE TOP OF
 DX4114'THE HILL.
 DX4114'
 DX4114'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4114'STAMPED 8-6-6.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4116 ***********************************************************************
 DX4116  DESIGNATION -  8 7 11
 DX4116  PID         -  DX4116
 DX4116  STATE/COUNTY-  CA/ORANGE
 DX4116  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4116
 DX4116                         *CURRENT SURVEY CONTROL
 DX4116  ___________________________________________________________________
 DX4116* NAD 83(1992)-  33 29 14.40795(N)    117 35 16.69283(W)     ADJUSTED  
 DX4116* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 DX4116  ___________________________________________________________________
 DX4116  EPOCH DATE  -        1991.35
 DX4116  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 DX4116  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DX4116  HORZ ORDER  -  SECOND
 DX4116
 DX4116.The horizontal coordinates were established by classical geodetic methods
 DX4116.and adjusted by the National Geodetic Survey in June 1996.
 DX4116.The horizontal coordinates are valid at the epoch date displayed above.
 DX4116.The epoch date for horizontal control is a decimal equivalence
 DX4116.of Year/Month/Day.
 DX4116
 DX4116.The orthometric height was scaled from a topographic map.
 DX4116
 DX4116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4116
 DX4116.The geoid height was determined by GEOID03.
 DX4116
 DX4116;                    North         East     Units Scale Factor Converg.
 DX4116;SPC CA 6     -   647,263.996 1,875,662.972   MT  0.99995771   -0 44 06.9
 DX4116;SPC CA 6     - 2,123,565.29  6,153,737.60   sFT  0.99995771   -0 44 06.9
 DX4116;UTM  11      - 3,705,469.767   445,377.835   MT  0.99963678   -0 19 27.9
 DX4116
 DX4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4116!SPC CA 6     -   0.99995834  x   0.99995771  =   0.99991605
 DX4116!UTM  11      -   0.99995834  x   0.99963678  =   0.99959513
 DX4116
 DX4116:                Primary Azimuth Mark                     Grid Az
 DX4116:SPC CA 6     -  8 6 6                                    079 29 32.9
 DX4116:UTM  11      -  8 6 6                                    079 04 53.9
 DX4116
 DX4116|---------------------------------------------------------------------|
 DX4116| PID    Reference Object                     Distance      Geod. Az  |
 DX4116|                                                           dddmmss.s |
 DX4116| DX4114 8 6 6                               APPROX. 3.5 KM 0784526.0 |
 DX4116|---------------------------------------------------------------------|
 DX4116
 DX4116                          SUPERSEDED SURVEY CONTROL
 DX4116
 DX4116  NAD 83(1986)-  33 29 14.40523(N)    117 35 16.69461(W) AD(1984.00) 2
 DX4116  NAD 27      -  33 29 14.31440(N)    117 35 13.52620(W) AD(       ) 2
 DX4116
 DX4116.Superseded values are not recommended for survey control.
 DX4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4116.See file dsdata.txt to determine how the superseded data were derived.
 DX4116
 DX4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4537805470(NAD 83)
 DX4116
 DX4116  HISTORY     - Date     Condition        Report By
 DX4116  HISTORY     - 1967     MONUMENTED       CA-059
 DX4116
 DX4116                          STATION DESCRIPTION
 DX4116
 DX4116'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4116'TO REACH THE SITE OF MONUMENT 8-7-11 FROM THE INTERSECTION OF
 DX4116'ORTEGA HIGHWAY AND SAN DIEGO FREEWAY PROCEED ALONG ORTEGA HIGHWAY,
 DX4116'TOWARD ELSINORE FOR 3.1 MILES TO WHERE A DIRT ROAD LEADS OFF TO
 DX4116'THE RIGHT, SAID DIRT ROAD BEING ACROSS ORTEGA HIGHWAY FROM A ONE
 DX4116'STORY BLOCK BUILDING.  TURN RIGHT ON AFORESAID DIRT ROAD, PASS
 DX4116'THROUGH A LARGE IRON GATE AND PROCEED FOR 0.3 MILES TO A Y IN
 DX4116'ROAD.  TURN RIGHT AND PROCEED FOR 1.25 MILES TO A Y IN ROAD.
 DX4116'TURN LEFT AND PROCEED FOR 0.25 MILES TO A Y IN ROAD, WHERE THERE
 DX4116'IS A LARGE WATER TANK LOCATED ABOUT 100 YARDS TO THE RIGHT.
 DX4116'TURN LEFT AND PROCEED FOR 0.75 MILES TO A Y IN ROAD.  TURN LEFT
 DX4116'AND PROCEED FOR 0.5 MILES.  TURN LEFT ALONG THE SOUTH SIDE OF A
 DX4116'BARBED WIRE FENCE AND PROCEED EASTERLY ALONGSIDE SAID FENCE
 DX4116'AND ALONG THE RIDGE LINE FOR 0.2 MILES AND STOP.  MONUMENT
 DX4116'8-7-11 IS LOCATED ON THE TOP OF HILL AND IS ABOUT 15 FEET
 DX4116'SOUTH OF AFORESAID FENCE LINE.
 DX4116'
 DX4116'MARK IS A STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MARK
 DX4116'STAMPED 8-7-11.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4117 ***********************************************************************
 DX4117  DESIGNATION -  8 7 14
 DX4117  PID         -  DX4117
 DX4117  STATE/COUNTY-  CA/ORANGE
 DX4117  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4117
 DX4117                         *CURRENT SURVEY CONTROL
 DX4117  ___________________________________________________________________
 DX4117* NAD 83(1992)-  33 28 07.42560(N)    117 35 19.26076(W)     ADJUSTED  
 DX4117* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 DX4117  ___________________________________________________________________
 DX4117  EPOCH DATE  -        1991.35
 DX4117  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 DX4117  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DX4117  HORZ ORDER  -  SECOND
 DX4117
 DX4117.The horizontal coordinates were established by classical geodetic methods
 DX4117.and adjusted by the National Geodetic Survey in June 1996.
 DX4117.The horizontal coordinates are valid at the epoch date displayed above.
 DX4117.The epoch date for horizontal control is a decimal equivalence
 DX4117.of Year/Month/Day.
 DX4117
 DX4117.The orthometric height was scaled from a topographic map.
 DX4117
 DX4117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4117
 DX4117.The geoid height was determined by GEOID03.
 DX4117
 DX4117;                    North         East     Units Scale Factor Converg.
 DX4117;SPC CA 6     -   645,201.435 1,875,570.194   MT  0.99995690   -0 44 08.3
 DX4117;SPC CA 6     - 2,116,798.37  6,153,433.21   sFT  0.99995690   -0 44 08.3
 DX4117;UTM  11      - 3,703,407.255   445,299.876   MT  0.99963689   -0 19 28.8
 DX4117
 DX4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4117!SPC CA 6     -   0.99997028  x   0.99995690  =   0.99992718
 DX4117!UTM  11      -   0.99997028  x   0.99963689  =   0.99960718
 DX4117
 DX4117:                Primary Azimuth Mark                     Grid Az
 DX4117:SPC CA 6     -  8 6 30                                   123 53 35.3
 DX4117:UTM  11      -  8 6 30                                   123 28 55.8
 DX4117
 DX4117|---------------------------------------------------------------------|
 DX4117| PID    Reference Object                     Distance      Geod. Az  |
 DX4117|                                                           dddmmss.s |
 DX4117| DX4121 8 6 30                              APPROX. 4.2 KM 1230927.0 |
 DX4117|---------------------------------------------------------------------|
 DX4117
 DX4117                          SUPERSEDED SURVEY CONTROL
 DX4117
 DX4117  NAD 83(1986)-  33 28 07.42350(N)    117 35 19.26244(W) AD(1984.00) 2
 DX4117  NAD 27      -  33 28 07.33040(N)    117 35 16.09480(W) AD(       ) 2
 DX4117
 DX4117.Superseded values are not recommended for survey control.
 DX4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4117.See file dsdata.txt to determine how the superseded data were derived.
 DX4117
 DX4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4530003407(NAD 83)
 DX4117
 DX4117  HISTORY     - Date     Condition        Report By
 DX4117  HISTORY     - 1968     MONUMENTED       CA-059
 DX4117
 DX4117                          STATION DESCRIPTION
 DX4117
 DX4117'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4117'TO REACH THIS STATION GO 3.5 MILES SOUTH ON SAN DIEGO FREEWAY
 DX4117'FROM SAN JUAN CAPISTRANO MISSION TO CAMINO DE ESTRELLA TURN OFF,
 DX4117'GO NORTHEAST 0.1 MILES AND TAKE PAVED ROAD, PROCEED 1.7 MILES TO
 DX4117'CRESTLITE AGGREGATES PLANT, TURN RIGHT POST OFFICE TO WOODEN GATE,
 DX4117'THROUGH GATE 1.1 MILE TO CATTLE GUARD, CONTINUE 0.2 MILES TO
 DX4117'INTERSECTION OF DIRT ROADS, TURN LEFT AND GO 0.5 MILES TO CATTLE
 DX4117'GUARD, THROUGH CATTLE GUARD DOWN HILL TO DIRT ROAD
 DX4117'INTERSECTION, THROUGH INTERSECTION 0.5 MILES TO ALUMINUM GATE,
 DX4117'PASS THROUGH GATE APPROXIMATELY 100 FEET AND TAKE THE DIRT ROAD
 DX4117'TO THE RIGHT 1.2 MILES TO ANOTHER DIRT ROAD INTERSECTION NEAR
 DX4117'AN OLD WINDMILL AND WATER TANK, PROCEED LEFT 0.3 MILES TO A
 DX4117'DIRT ROAD THAT PASSES OVER AN EARTHEN DAM, TAKE THIS ROAD
 DX4117'0.4 MILES UPHILL TO A CATTLE GUARD, PASS OVER THE CATTLE GUARD
 DX4117'AND IMMEDIATELY TURN LEFT AND PARALLEL FENCE 0.4 MILE UPHILL
 DX4117'TO STATION SITE LOCATED 40 FEET SOUTH OF THE FENCE AND
 DX4117'APPROXIMATELY 200 FEET WEST OF THE TOP OF THE RIDGE.
 DX4117'
 DX4117'MARK IS A STANDARD ORANGE COUNTY SURVEYORS BRASS CAP MARKED
 DX4117'8-7-14.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4119 ***********************************************************************
 DX4119  DESIGNATION -  8 7 16
 DX4119  PID         -  DX4119
 DX4119  STATE/COUNTY-  CA/ORANGE
 DX4119  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4119
 DX4119                         *CURRENT SURVEY CONTROL
 DX4119  ___________________________________________________________________
 DX4119* NAD 83(1992)-  33 28 44.84493(N)    117 36 33.80715(W)     ADJUSTED  
 DX4119* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 DX4119  ___________________________________________________________________
 DX4119  EPOCH DATE  -        1991.35
 DX4119  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 DX4119  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DX4119  HORZ ORDER  -  SECOND
 DX4119
 DX4119.The horizontal coordinates were established by classical geodetic methods
 DX4119.and adjusted by the National Geodetic Survey in June 1996.
 DX4119.The horizontal coordinates are valid at the epoch date displayed above.
 DX4119.The epoch date for horizontal control is a decimal equivalence
 DX4119.of Year/Month/Day.
 DX4119
 DX4119.The orthometric height was scaled from a topographic map.
 DX4119
 DX4119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4119
 DX4119.The geoid height was determined by GEOID03.
 DX4119
 DX4119;                    North         East     Units Scale Factor Converg.
 DX4119;SPC CA 6     -   646,379.048 1,873,660.598   MT  0.99995734   -0 44 49.2
 DX4119;SPC CA 6     - 2,120,661.93  6,147,168.15   sFT  0.99995734   -0 44 49.2
 DX4119;UTM  11      - 3,704,570.771   443,382.496   MT  0.99963952   -0 20 10.2
 DX4119
 DX4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4119!SPC CA 6     -   0.99996872  x   0.99995734  =   0.99992606
 DX4119!UTM  11      -   0.99996872  x   0.99963952  =   0.99960825
 DX4119
 DX4119:                Primary Azimuth Mark                     Grid Az
 DX4119:SPC CA 6     -  PLAYA                                    001 46 49.8
 DX4119:UTM  11      -  PLAYA                                    001 22 10.8
 DX4119
 DX4119|---------------------------------------------------------------------|
 DX4119| PID    Reference Object                     Distance      Geod. Az  |
 DX4119|                                                           dddmmss.s |
 DX4119| DX4107 PLAYA                               APPROX. 2.3 KM 0010200.6 |
 DX4119|---------------------------------------------------------------------|
 DX4119
 DX4119                          SUPERSEDED SURVEY CONTROL
 DX4119
 DX4119  NAD 83(1986)-  33 28 44.84270(N)    117 36 33.80877(W) AD(1984.00) 2
 DX4119  NAD 27      -  33 28 44.75090(N)    117 36 30.63850(W) AD(       ) 2
 DX4119
 DX4119.Superseded values are not recommended for survey control.
 DX4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4119.See file dsdata.txt to determine how the superseded data were derived.
 DX4119
 DX4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4338204571(NAD 83)
 DX4119
 DX4119  HISTORY     - Date     Condition        Report By
 DX4119  HISTORY     - 1965     MONUMENTED       CA-059
 DX4119
 DX4119                          STATION DESCRIPTION
 DX4119
 DX4119'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4119'TO REACH THIS STATION GO 3.5 MILE SOUTH ON SAN DIEGO FREEWAY
 DX4119'FROM SAN JUAN CAPISTRANO MISSION TO CAMINO DE ESTRELLA TURN OFF,
 DX4119'GO NORTHEAST 0.1 MILE AND TAKE PAVED ROAD TO RIGHT AND PROCEED 1.7
 DX4119'MILE TO CRESTLITE AGGREGATE PLANT, TURN RIGHT PAST OFFICE TO
 DX4119'WOODEN GATE, THROUGH GATE 1.1 MILE TO CATTLE GUARD, CONTINUE 0.2
 DX4119'MILE TO INTERSECTION OF DIRT ROAD, TURN LEFT AND GO 0.5 MILE TO
 DX4119'CATTLE GUARD, THROUGH CATTLE GUARD DOWN HILL TO DIRT ROAD
 DX4119'INTERSECTION THROUGH INTERSECTION 0.5 MILE TO ALUMINUM GATE,
 DX4119'GO THROUGH GATE TAKING DIRT ROAD TO THE LEFT 0.1 MILE TO
 DX4119'BARBED WIRE GATE, PASS THROUGH GATE AND TURN LEFT IMMEDIATELY,
 DX4119'GO UP SHARP RISE 150 FEET TO STATION SITE.
 DX4119'
 DX4119'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 8-7-16.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4170 ***********************************************************************
 DX4170  DESIGNATION -  8 7 18
 DX4170  PID         -  DX4170
 DX4170  STATE/COUNTY-  CA/ORANGE
 DX4170  USGS QUAD   -  DANA POINT (1975)
 DX4170
 DX4170                         *CURRENT SURVEY CONTROL
 DX4170  ___________________________________________________________________
 DX4170* NAD 83(1992)-  33 28 55.82452(N)    117 38 43.36798(W)     ADJUSTED  
 DX4170* NAVD 88     -       263.15   (+/-2cm)     863.4    (feet)  VERTCON   
 DX4170  ___________________________________________________________________
 DX4170  EPOCH DATE  -        1991.35
 DX4170  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 DX4170  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DX4170  HORZ ORDER  -  SECOND
 DX4170  VERT ORDER  -  THIRD ? (See Below)
 DX4170
 DX4170.The horizontal coordinates were established by classical geodetic methods
 DX4170.and adjusted by the National Geodetic Survey in June 1996.
 DX4170.The horizontal coordinates are valid at the epoch date displayed above.
 DX4170.The epoch date for horizontal control is a decimal equivalence
 DX4170.of Year/Month/Day.
 DX4170
 DX4170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4170.The vertical order pertains to the NGVD 29 superseded value.
 DX4170
 DX4170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4170
 DX4170.The geoid height was determined by GEOID03.
 DX4170
 DX4170;                    North         East     Units Scale Factor Converg.
 DX4170;SPC CA 6     -   646,761.461 1,870,320.556   MT  0.99995748   -0 46 00.4
 DX4170;SPC CA 6     - 2,121,916.56  6,136,210.02   sFT  0.99995748   -0 46 00.4
 DX4170;UTM  11      - 3,704,929.115   440,040.853   MT  0.99964432   -0 21 21.8
 DX4170
 DX4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4170!SPC CA 6     -   0.99996412  x   0.99995748  =   0.99992160
 DX4170!UTM  11      -   0.99996412  x   0.99964432  =   0.99960845
 DX4170
 DX4170:                Primary Azimuth Mark                     Grid Az
 DX4170:SPC CA 6     -  WIDOWS HILL RESET                        241 54 46.2
 DX4170:UTM  11      -  WIDOWS HILL RESET                        241 30 07.6
 DX4170
 DX4170|---------------------------------------------------------------------|
 DX4170| PID    Reference Object                     Distance      Geod. Az  |
 DX4170|                                                           dddmmss.s |
 DX4170| DX4159 WIDOWS HILL RESET                   APPROX. 2.3 KM 2410845.8 |
 DX4170|---------------------------------------------------------------------|
 DX4170
 DX4170                          SUPERSEDED SURVEY CONTROL
 DX4170
 DX4170  NAD 83(1986)-  33 28 55.82206(N)    117 38 43.36949(W) AD(1984.00) 2
 DX4170  NAD 27      -  33 28 55.73140(N)    117 38 40.19510(W) AD(       ) 2
 DX4170  NGVD 29 (07/19/86)  262.46   (m)          861.1    (f) LEVELING    3  
 DX4170
 DX4170.Superseded values are not recommended for survey control.
 DX4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4170.See file dsdata.txt to determine how the superseded data were derived.
 DX4170
 DX4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4004104929(NAD 83)
 DX4170
 DX4170  HISTORY     - Date     Condition        Report By
 DX4170  HISTORY     - 1964     MONUMENTED       CA-059
 DX4170
 DX4170                          STATION DESCRIPTION
 DX4170
 DX4170'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4170'TO REACH THE STATION FROM THE INTERSECTION OF AVENIDA CALITA AND
 DX4170'LAS RAMBLAS, IN THE CITY OF CAPISTRANO BEACH, PROCEED NORTHERLY
 DX4170'300 FEET TO A DIRT ROAD LEADING EASTERLY INTO A CANYON, TAKE DIRT
 DX4170'ROAD AND GO 0.5 MILE TO A LOCKED WOODEN GATE, PROCEED THRU GATE
 DX4170'0.4 MILES TO A Y IN THE ROAD, BEAR LEFT AND GO 0.45 MILES TO A
 DX4170'SHALLOW FORK, BEAR LEFT UP HILL 0.15 MILES TO A LOCKED WOODEN
 DX4170'GATE PROCEED TO WATER RESERVOIR, TAKE EXTREME LEFT ROAD AND GO
 DX4170'0.2 MILES TO FENCE LINE AND END OF TRUCK TRAVEL, WALK LEFT UP HILL
 DX4170'300 FEET TO THE STATION SITE.
 DX4170'
 DX4170'A STATION ORANGE COUNTY SURVEYORS TRIANGULATION STATION STAMPED
 DX4170'8-7-18.
 DX4170'
 DX4170'NOTE--UPON ENTERING, PHONE 493-1725 TO LET FORMAN WHO IS ON THE
 DX4170'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4120 ***********************************************************************
 DX4120  DESIGNATION -  8 7 21
 DX4120  PID         -  DX4120
 DX4120  STATE/COUNTY-  CA/ORANGE
 DX4120  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4120
 DX4120                         *CURRENT SURVEY CONTROL
 DX4120  ___________________________________________________________________
 DX4120* NAD 83(1992)-  33 27 50.30857(N)    117 36 52.20242(W)     ADJUSTED  
 DX4120* NAVD 88     -       231.68   (+/-2cm)     760.1    (feet)  VERTCON   
 DX4120  ___________________________________________________________________
 DX4120  EPOCH DATE  -        1991.35
 DX4120  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 DX4120  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DX4120  HORZ ORDER  -  SECOND
 DX4120  VERT ORDER  -  THIRD ? (See Below)
 DX4120
 DX4120.The horizontal coordinates were established by classical geodetic methods
 DX4120.and adjusted by the National Geodetic Survey in June 1996.
 DX4120.The horizontal coordinates are valid at the epoch date displayed above.
 DX4120.The epoch date for horizontal control is a decimal equivalence
 DX4120.of Year/Month/Day.
 DX4120
 DX4120.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4120.The vertical order pertains to the NGVD 29 superseded value.
 DX4120
 DX4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4120
 DX4120.The geoid height was determined by GEOID03.
 DX4120
 DX4120;                    North         East     Units Scale Factor Converg.
 DX4120;SPC CA 6     -   644,705.250 1,873,163.743   MT  0.99995671   -0 44 59.3
 DX4120;SPC CA 6     - 2,115,170.47  6,145,538.05   sFT  0.99995671   -0 44 59.3
 DX4120;UTM  11      - 3,702,893.985   442,897.810   MT  0.99964020   -0 20 19.9
 DX4120
 DX4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4120!SPC CA 6     -   0.99996905  x   0.99995671  =   0.99992576
 DX4120!UTM  11      -   0.99996905  x   0.99964020  =   0.99960926
 DX4120
 DX4120:                Primary Azimuth Mark                     Grid Az
 DX4120:SPC CA 6     -  8 7 28                                   201 39 06.3
 DX4120:UTM  11      -  8 7 28                                   201 14 26.9
 DX4120
 DX4120|---------------------------------------------------------------------|
 DX4120| PID    Reference Object                     Distance      Geod. Az  |
 DX4120|                                                           dddmmss.s |
 DX4120| DX4113 8 7 28                              APPROX. 1.9 KM 2005407.0 |
 DX4120|---------------------------------------------------------------------|
 DX4120
 DX4120                          SUPERSEDED SURVEY CONTROL
 DX4120
 DX4120  NAD 83(1986)-  33 27 50.30630(N)    117 36 52.20380(W) AD(1984.00) 2
 DX4120  NAD 27      -  33 27 50.21320(N)    117 36 49.03330(W) AD(       ) 2
 DX4120  NGVD 29 (07/19/86)  230.98   (m)          757.8    (f) LEVELING    3  
 DX4120
 DX4120.Superseded values are not recommended for survey control.
 DX4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4120.See file dsdata.txt to determine how the superseded data were derived.
 DX4120
 DX4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4289802894(NAD 83)
 DX4120
 DX4120  HISTORY     - Date     Condition        Report By
 DX4120  HISTORY     - 1968     MONUMENTED       CA-059
 DX4120  HISTORY     - 1971     GOOD             CA-059
 DX4120
 DX4120                          STATION DESCRIPTION
 DX4120
 DX4120'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4120'TO REACH THIS STATION GO 3.5 MILES SOUTH ON SAN DIEGO FREEWAY FROM
 DX4120'SAN JUAN CAPISTRANO MISSION TO CAMINO DE ESTRELLA TURN OFF, GO
 DX4120'NORTHEAST 0.1 MILE TO PAVED ROAD AND PROCEED 1.7 MILES TO CRESTLITE
 DX4120'AGGREGATES PLANT, TURN RIGHT PAST OFFICE TO WOODEN GATE, THROUGH
 DX4120'GATE 1.1 MILES TO CATTLE GUARD, CONTINUE 0.2 MILES TO
 DX4120'INTERSECTION OF DIRT ROADS, PROCEED STRAIGHT UP HILL 0.1 MILES
 DX4120'AND 200 FEET TO STATION SITE.  A BRASS CAP MARKED NORTH AMERICAN
 DX4120'AVIATION.  DOWNEY 393-55 R.M. 1-1958.
 DX4120
 DX4120                          STATION RECOVERY (1971)
 DX4120
 DX4120'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1971
 DX4120'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DX4120'
 DX4120'NEW REFERENCE MARK DATA SHOWN ABOVE.
 DX4120'
 DX4120'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4115 ***********************************************************************
 DX4115  DESIGNATION -  8 7 24
 DX4115  PID         -  DX4115
 DX4115  STATE/COUNTY-  CA/ORANGE
 DX4115  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4115
 DX4115                         *CURRENT SURVEY CONTROL
 DX4115  ___________________________________________________________________
 DX4115* NAD 83(1992)-  33 27 49.97970(N)    117 33 44.99456(W)     ADJUSTED  
 DX4115* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 DX4115  ___________________________________________________________________
 DX4115  EPOCH DATE  -        1991.35
 DX4115  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 DX4115  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DX4115  HORZ ORDER  -  SECOND
 DX4115
 DX4115.The horizontal coordinates were established by classical geodetic methods
 DX4115.and adjusted by the National Geodetic Survey in June 1996.
 DX4115.The horizontal coordinates are valid at the epoch date displayed above.
 DX4115.The epoch date for horizontal control is a decimal equivalence
 DX4115.of Year/Month/Day.
 DX4115
 DX4115.The orthometric height was scaled from a topographic map.
 DX4115
 DX4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4115
 DX4115.The geoid height was determined by GEOID03.
 DX4115
 DX4115;                    North         East     Units Scale Factor Converg.
 DX4115;SPC CA 6     -   644,633.065 1,877,997.183   MT  0.99995670   -0 43 16.5
 DX4115;SPC CA 6     - 2,114,933.65  6,161,395.76   sFT  0.99995670   -0 43 16.5
 DX4115;UTM  11      - 3,702,856.486   447,730.098   MT  0.99963368   -0 18 36.6
 DX4115
 DX4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4115!SPC CA 6     -   0.99998047  x   0.99995670  =   0.99993717
 DX4115!UTM  11      -   0.99998047  x   0.99963368  =   0.99961415
 DX4115
 DX4115:                Primary Azimuth Mark                     Grid Az
 DX4115:SPC CA 6     -  8 7 26                                   234 38 44.7
 DX4115:UTM  11      -  8 7 26                                   234 14 04.8
 DX4115
 DX4115|---------------------------------------------------------------------|
 DX4115| PID    Reference Object                     Distance      Geod. Az  |
 DX4115|                                                           dddmmss.s |
 DX4115| DX4118 8 7 26                              APPROX. 3.2 KM 2335528.2 |
 DX4115|---------------------------------------------------------------------|
 DX4115
 DX4115                          SUPERSEDED SURVEY CONTROL
 DX4115
 DX4115  NAD 83(1986)-  33 27 49.97773(N)    117 33 44.99649(W) AD(1984.00) 2
 DX4115  NAD 27      -  33 27 49.88380(N)    117 33 41.83170(W) AD(       ) 2
 DX4115
 DX4115.Superseded values are not recommended for survey control.
 DX4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4115.See file dsdata.txt to determine how the superseded data were derived.
 DX4115
 DX4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4773002856(NAD 83)
 DX4115_MARKER: Z = SEE DESCRIPTION
 DX4115_SETTING: 0 = UNSPECIFIED SETTING
 DX4115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4115
 DX4115  HISTORY     - Date     Condition        Report By
 DX4115  HISTORY     - 1966     MONUMENTED       CA-059
 DX4115
 DX4115                          STATION DESCRIPTION
 DX4115
 DX4115'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4115'TO REACH FROM THE INTERSECTION OF THE SAN DIEGO FREEWAY AND ORTEGA
 DX4115'HIGHWAY, PROCEED WESTERLY ALONG ORTEGA HIGHWAY TOWARD ELSINORE,
 DX4115'4.8 MILES TO A PAVED ROAD ON THE RIGHT LEADING INTO THE
 DX4115'T.R.W. TESTING SITE.  PROCEED THRU THE SECURITY GATE ON THE PAVED
 DX4115'ROAD AND GO 4.1 MILES TO THE ENTRANCE OF A PARKING LOT ON THE
 DX4115'LEFT, ENTRANCE TO THE PARKING LOT IS ABOUT 100 FEET IN FRONT OF
 DX4115'THE GUARD SHACK TO IMMEDIATE TESTING AREA.  STATION SITE IS 500
 DX4115'FEET NORTHWEST OF MAIN ROAD AND ENTRANCE TO PARKING LOT.  LAST
 DX4115'300 FEET HAS TO BE WALKED DUE TO FENCE WHICH DOES NOT HAVE A
 DX4115'GATE.  STATION IS MARKED WITH A STANDARD ORANGE COUNTY
 DX4115'SURVEYORS DISK SET IN CONCRETE, STAMPED 8-7-24.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4118 ***********************************************************************
 DX4118  DESIGNATION -  8 7 26
 DX4118  PID         -  DX4118
 DX4118  STATE/COUNTY-  CA/ORANGE
 DX4118  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4118
 DX4118                         *CURRENT SURVEY CONTROL
 DX4118  ___________________________________________________________________
 DX4118* NAD 83(1992)-  33 26 48.85153(N)    117 35 25.06193(W)     ADJUSTED  
 DX4118* NAVD 88     -       234.70   (+/-2cm)     770.0    (feet)  VERTCON   
 DX4118  ___________________________________________________________________
 DX4118  EPOCH DATE  -        1991.35
 DX4118  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 DX4118  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DX4118  HORZ ORDER  -  SECOND
 DX4118  VERT ORDER  -  THIRD ? (See Below)
 DX4118
 DX4118.The horizontal coordinates were established by classical geodetic methods
 DX4118.and adjusted by the National Geodetic Survey in June 1996.
 DX4118.The horizontal coordinates are valid at the epoch date displayed above.
 DX4118.The epoch date for horizontal control is a decimal equivalence
 DX4118.of Year/Month/Day.
 DX4118
 DX4118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4118.The vertical order pertains to the NGVD 29 superseded value.
 DX4118
 DX4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4118
 DX4118.The geoid height was determined by GEOID03.
 DX4118
 DX4118;                    North         East     Units Scale Factor Converg.
 DX4118;SPC CA 6     -   642,782.871 1,875,389.304   MT  0.99995608   -0 44 11.5
 DX4118;SPC CA 6     - 2,108,863.47  6,152,839.74   sFT  0.99995608   -0 44 11.5
 DX4118;UTM  11      - 3,700,988.228   445,136.395   MT  0.99963711   -0 19 31.3
 DX4118
 DX4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4118!SPC CA 6     -   0.99996857  x   0.99995608  =   0.99992465
 DX4118!UTM  11      -   0.99996857  x   0.99963711  =   0.99960569
 DX4118
 DX4118:                Primary Azimuth Mark                     Grid Az
 DX4118:SPC CA 6     -  8 7 28                                   273 28 04.9
 DX4118:UTM  11      -  8 7 28                                   273 03 24.7
 DX4118
 DX4118|---------------------------------------------------------------------|
 DX4118| PID    Reference Object                     Distance      Geod. Az  |
 DX4118|                                                           dddmmss.s |
 DX4118| DX4113 8 7 28                              APPROX. 2.9 KM 2724353.4 |
 DX4118|---------------------------------------------------------------------|
 DX4118
 DX4118                          SUPERSEDED SURVEY CONTROL
 DX4118
 DX4118  NAD 83(1986)-  33 26 48.84944(N)    117 35 25.06341(W) AD(1984.00) 2
 DX4118  NAD 27      -  33 26 48.75450(N)    117 35 21.89600(W) AD(       ) 2
 DX4118  NGVD 29 (07/19/86)  234.00   (m)          767.7    (f) LEVELING    3  
 DX4118
 DX4118.Superseded values are not recommended for survey control.
 DX4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4118.See file dsdata.txt to determine how the superseded data were derived.
 DX4118
 DX4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4513600988(NAD 83)
 DX4118
 DX4118  HISTORY     - Date     Condition        Report By
 DX4118  HISTORY     - 1968     MONUMENTED       CA-059
 DX4118
 DX4118                          STATION DESCRIPTION
 DX4118
 DX4118'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4118'TO REACH FROM THE SAN JUAN CAPISTRANO MISSION GO 6.5 MILES
 DX4118'SOUTHEASTERLY ON THE SAN DIEGO FREEWAY TO PALIZADA AVENUE TURN OFF,
 DX4118'LEFT TO PIZARRO STREET, RIGHT ON PIZARRO TO LA ESPERONZA, LEFT ON
 DX4118'LA ESPERONZA TO PRESIDIO AVENUE, FOLLOW PRESIDIO 0.8 MILES UPHILL
 DX4118'TO SALVADOR, TAKE SALVADOR 0.4 MILES TO DEAD END AT WOODEN GATE,
 DX4118'PROCEED THROUGH GATE 0.3 MILES TO LARGE WATER TANK ENCLOSURE
 DX4118'(USCS AND GS CLEMENTE), FOLLOW PAVED ROAD 1.1 MILE TO WITHIN
 DX4118'300 FEET OF MICRO-WAVE STATION, VEER TO RIGHT AND TAKE DIRT
 DX4118'ROAD 0.1 MILE DOWNHILL TO JUNCTION, TO LEFT UPHILL TO TOP OF
 DX4118'RIDGE, STATION SITE IS APPROXIMATELY 300 FEET RIGHT THROUGH A
 DX4118'DRAW, POSITIONED ON TOO OF A SMALL ROUND HILL.
 DX4118'
 DX4118'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 8-7-26.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4113 ***********************************************************************
 DX4113  DESIGNATION -  8 7 28
 DX4113  PID         -  DX4113
 DX4113  STATE/COUNTY-  CA/ORANGE
 DX4113  USGS QUAD   -  SAN CLEMENTE (1975)
 DX4113
 DX4113                         *CURRENT SURVEY CONTROL
 DX4113  ___________________________________________________________________
 DX4113* NAD 83(1992)-  33 26 53.36003(N)    117 37 18.14599(W)     ADJUSTED  
 DX4113* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 DX4113  ___________________________________________________________________
 DX4113  EPOCH DATE  -        1991.35
 DX4113  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 DX4113  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DX4113  HORZ ORDER  -  SECOND
 DX4113
 DX4113.The horizontal coordinates were established by classical geodetic methods
 DX4113.and adjusted by the National Geodetic Survey in June 1996.
 DX4113.The horizontal coordinates are valid at the epoch date displayed above.
 DX4113.The epoch date for horizontal control is a decimal equivalence
 DX4113.of Year/Month/Day.
 DX4113
 DX4113.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4113
 DX4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4113
 DX4113.The geoid height was determined by GEOID03.
 DX4113
 DX4113;                    North         East     Units Scale Factor Converg.
 DX4113;SPC CA 6     -   642,959.737 1,872,470.821   MT  0.99995612   -0 45 13.6
 DX4113;SPC CA 6     - 2,109,443.74  6,143,264.69   sFT  0.99995612   -0 45 13.6
 DX4113;UTM  11      - 3,701,144.099   442,217.643   MT  0.99964116   -0 20 33.7
 DX4113
 DX4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4113!SPC CA 6     -   0.99998010  x   0.99995612  =   0.99993622
 DX4113!UTM  11      -   0.99998010  x   0.99964116  =   0.99962126
 DX4113
 DX4113|---------------------------------------------------------------------|
 DX4113| PID    Reference Object                     Distance      Geod. Az  |
 DX4113|                                                           dddmmss.s |
 DX4113| CC3173 8 7 28 RM 3                           8.176 METERS 12850     |
 DX4113| DX4095 CLEMENTE                            APPROX. 2.9 KM 1295524.6 |
 DX4113| CC3174 8 7 28 RM 4                           7.855 METERS 21723     |
 DX4113|---------------------------------------------------------------------|
 DX4113
 DX4113                          SUPERSEDED SURVEY CONTROL
 DX4113
 DX4113  NAD 83(1986)-  33 26 53.35776(N)    117 37 18.14700(W) AD(1984.00) 2
 DX4113  NAD 27      -  33 26 53.26320(N)    117 37 14.97620(W) AD(       ) 2
 DX4113  NGVD 29 (07/19/86)  160.7    (m)          527.     (f) VERT ANG    3  
 DX4113
 DX4113.Superseded values are not recommended for survey control.
 DX4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4113.See file dsdata.txt to determine how the superseded data were derived.
 DX4113
 DX4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4221801144(NAD 83)
 DX4113
 DX4113  HISTORY     - Date     Condition        Report By
 DX4113  HISTORY     - 1965     MONUMENTED       CA-059
 DX4113  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DX4113
 DX4113                          STATION DESCRIPTION
 DX4113
 DX4113'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1965 (JS)
 DX4113'TO REACH THIS STATION, GO 3.5 MILE SOUTH ON SAN DIEGO FREEWAY FROM
 DX4113'SAN JUAN CAPISTRANO MISSION TO CAMINO DE ESTRELLA TURN OFF, GO
 DX4113'NORTH EAST 0.1 MILE TO PAVED ROAD AND PROCEED 1.7 MILE TO CRESTLITE
 DX4113'AGGREGATES PLANT TURN RIGHT PAST OFFICE TO WOODEN GATE, THROUGH
 DX4113'GATE 1.1 MILE TO CATTLE GUARD, CONTINUE 0.2 MILE TO INTERSECTION
 DX4113'OF DIRT ROADS, MAKE RIGHT TURN, 0.3 MILE TO Y TAKE RIGHT FORK
 DX4113'0.1 MILE TO WOODEN GATE, THROUGH GATE 0.2 MILE TO ROAD
 DX4113'INTERSECTION, PROCEED STRAIGHT THROUGH INTERSECTION 0.7 MILE TO
 DX4113'STATION SITE.  LOCATED 40 FEET NORTHEAST OF ROAD.
 DX4113'ORANGE COUNTY SURVEYORS BRASS CAP MARKED 8-7-28.
 DX4113
 DX4113                          STATION RECOVERY (1974)
 DX4113
 DX4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARA)
 DX4113'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORANGE COUNTY SURVEY
 DX4113'CONTROL CARD DATED 9/01/71.  IT WAS REINFORCED WITH A CONCRETE
 DX4113'COLLAR.  A SEARCH WAS MADE FOR REFERENCE MARKS NO 1 AND NO 2 AND
 DX4113'THEY COULD NOT BE FOUND AND WERE ASSUMED DESTROYED.  TWO NEW
 DX4113'REFERENCE MARKS WERE SET.  A NEW DESCRIPTION FOLLOWS--
 DX4113'
 DX4113'THE STATION IS LOCATED ON THE TOP OF A LARGE FLAT HILL ABOUT
 DX4113'3.5 MILES AIRLINE SOUTHEAST OF THE COMMUNITY OF CAPISTRANO BEACH
 DX4113'AND ABOUT 2 MILES AIRLINE NORTHEAST OF SAN CLEMENTE.
 DX4113'
 DX4113'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 5
 DX4113'AND AVENIDA PICO, IN THE CITY OF SAN CLEMENTE, GO NORTH ON AVENIDA
 DX4113'PICO FOR 0.25 MILE TO A PAVED ROAD ON THE LEFT, LEADING TO THE
 DX4113'UNITED METHODIST CHURCH.  TURN LEFT, NORTH, ONTO PAVED ROAD AND GO
 DX4113'0.3 MILE TO A DIRT PARKING AREA ON THE RIGHT, WHICH IS ABOUT 300
 DX4113'FEET BEFORE REACHING THE CHURCH.  TURN RIGHT, NORTHERLY, ONTO
 DX4113'DIRT PARKING AREA AND GO ABOUT 200 FEET TO A WOODEN GATE AND A
 DX4113'DIRT ROAD WINDING INTO THE HILLS.  PASS THROUGH GATE AND
 DX4113'FOLLOW DIRT ROAD WINDING NORTH FOR 0.5 MILE TO THE TOP OF A
 DX4113'FLAT HILL AND THE STATION.
 DX4113'
 DX4113'THE STATION MARK IS A STANDARD ORANGE COUNTY SURVEYOR (OCS) DISK
 DX4113'STAMPED 8-7-28 SET IN THE TOP OF A 9-INCH DIAMETER PRECAST CONCRETE
 DX4113'CYLINDER THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  THE
 DX4113'STATION WAS REINFORCED WITH A 12-INCH SQUARE CONCRETE COLLAR.  IT
 DX4113'IS 30 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 25 FEET
 DX4113'NORTHWEST OF A 4 FEET DIAMETER BOULDER, 2 FEET NORTHWEST OF A
 DX4113'2-INCH DIAMETER I.P. GUARD POST, AND IS THE SAME ELEVATION AS THE
 DX4113'DIRT ROAD.
 DX4113'
 DX4113'REFERENCE MARK 3 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS
 DX4113'(CADH) DISK STAMPED 8-7-28 NO 3 1973 SET IN THE TOP OF A 12-INCH
 DX4113'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND
 DX4113'SURFACE.  IT IS 10 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT
 DX4113'ROAD, 3 FEET NORTHWEST OF A 2-INCH DIAMETER I.P. GUARD POST, AND
 DX4113'IS 1 FOOT LOWER THAN THE STATION.
 DX4113'
 DX4113'REFERENCE MARK 4 IS A STANDARD CADH DISK STAMPED 8-7-28 NO 4
 DX4113'1973 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DX4113'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET
 DX4113'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 3 FEET NORTHWEST OF A
 DX4113'2-INCH DIAMETER I.P. GUARD POST, AND IS ABOUT 1 FOOT LOWER THAN
 DX4113'THE STATION.
 DX4113'
 DX4113'HEIGHT OF LIGHT ABOVE STATION MARK 3.74 FEET.
 DX4113'
 DX4113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4113'2 MILE NE OF SAN CLEMENTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4334 ***********************************************************************
 DX4334  DESIGNATION -  8 7 3
 DX4334  PID         -  DX4334
 DX4334  STATE/COUNTY-  CA/ORANGE
 DX4334  USGS QUAD   -  CANADA GOBERNADORA (1988)
 DX4334
 DX4334                         *CURRENT SURVEY CONTROL
 DX4334  ___________________________________________________________________
 DX4334* NAD 83(1992)-  33 30 43.26832(N)    117 35 57.92650(W)     ADJUSTED  
 DX4334* NAVD 88     -       246.16   (+/-2cm)     807.6    (feet)  VERTCON   
 DX4334  ___________________________________________________________________
 DX4334  EPOCH DATE  -        1991.35
 DX4334  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 DX4334  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DX4334  HORZ ORDER  -  SECOND
 DX4334  VERT ORDER  -  THIRD ? (See Below)
 DX4334
 DX4334.The horizontal coordinates were established by classical geodetic methods
 DX4334.and adjusted by the National Geodetic Survey in June 1996.
 DX4334.The horizontal coordinates are valid at the epoch date displayed above.
 DX4334.The epoch date for horizontal control is a decimal equivalence
 DX4334.of Year/Month/Day.
 DX4334
 DX4334.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4334.The vertical order pertains to the NGVD 29 superseded value.
 DX4334
 DX4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4334
 DX4334.The geoid height was determined by GEOID03.
 DX4334
 DX4334;                    North         East     Units Scale Factor Converg.
 DX4334;SPC CA 6     -   650,015.093 1,874,634.064   MT  0.99995895   -0 44 29.5
 DX4334;SPC CA 6     - 2,132,591.18  6,150,361.92   sFT  0.99995895   -0 44 29.5
 DX4334;UTM  11      - 3,708,212.538   444,329.571   MT  0.99963821   -0 19 51.4
 DX4334
 DX4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4334!SPC CA 6     -   0.99996674  x   0.99995895  =   0.99992569
 DX4334!UTM  11      -   0.99996674  x   0.99963821  =   0.99960496
 DX4334
 DX4334:                Primary Azimuth Mark                     Grid Az
 DX4334:SPC CA 6     -  8 6 6                                    115 09 17.2
 DX4334:UTM  11      -  8 6 6                                    114 44 39.1
 DX4334
 DX4334|---------------------------------------------------------------------|
 DX4334| PID    Reference Object                     Distance      Geod. Az  |
 DX4334|                                                           dddmmss.s |
 DX4334| DX4114 8 6 6                               APPROX. 5.0 KM 1142447.7 |
 DX4334| DX4336 PLA                                 372.834 METERS 23358     |
 DX4334|---------------------------------------------------------------------|
 DX4334
 DX4334                          SUPERSEDED SURVEY CONTROL
 DX4334
 DX4334  NAD 83(1986)-  33 30 43.26598(N)    117 35 57.92837(W) AD(1984.00) 2
 DX4334  NAD 27      -  33 30 43.17710(N)    117 35 54.75800(W) AD(       ) 2
 DX4334  NGVD 29 (07/19/86)  245.45   (m)          805.3    (f) LEVELING    3  
 DX4334
 DX4334.Superseded values are not recommended for survey control.
 DX4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4334.See file dsdata.txt to determine how the superseded data were derived.
 DX4334
 DX4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4433008213(NAD 83)
 DX4334
 DX4334  HISTORY     - Date     Condition        Report By
 DX4334  HISTORY     - 1967     MONUMENTED       CA-059
 DX4334
 DX4334                          STATION DESCRIPTION
 DX4334
 DX4334'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1967 (LL)
 DX4334'TO REACH THE SITE OF MONUMENT 8-7-3 FROM THE INTERSECTION OF
 DX4334'ORTEGA HIGHWAY, AND THE SAN DIEGO FREEWAY PROCEED ALONG ORTEGA
 DX4334'HIGHWAY TOWARD ELSINORE FOR 3.1 MILES TO WHERE A DIRT ROAD LEADS
 DX4334'OFF TO THE RIGHT, SAID DIRT ROAD BEING DIRECTLY ACROSS THE HIGHWAY
 DX4334'FROM A ONE STORY BLOCK BUILDING, TURN RIGHT ON THIS DIRT ROAD,
 DX4334'PASS THROUGH A LARGE IRON GATE AND PROCEED FOR 0.3 MILES TO A Y
 DX4334'IN ROAD.  TURN RIGHT AND PROCEED FOR 0.75 MILES AND STOP.
 DX4334'MONUMENT 8-7-3 IS ABOUT A HUNDRED YARDS TO THE LEFT AND JUST OVER
 DX4334'THE CREST OF THE HILL.  THE MONUMENT IS LOCATED BETWEEN TWO OAK
 DX4334'TREES AND IS ABOUT 15 FEET EAST OF A BARBED WIRE FENCE GATE
 DX4334'POST.
 DX4334'
 DX4334'SET STANDARD ORANGE COUNTY SURVEYORS TRIANGULATION MONUMENT
 DX4334'STAMPED 8-7-3.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4172 ***********************************************************************
 DX4172  DESIGNATION -  8 8 11
 DX4172  PID         -  DX4172
 DX4172  STATE/COUNTY-  CA/ORANGE
 DX4172  USGS QUAD   -  DANA POINT (1975)
 DX4172
 DX4172                         *CURRENT SURVEY CONTROL
 DX4172  ___________________________________________________________________
 DX4172* NAD 83(1992)-  33 29 37.08270(N)    117 41 25.84005(W)     ADJUSTED  
 DX4172* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 DX4172  ___________________________________________________________________
 DX4172  EPOCH DATE  -        1991.35
 DX4172  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 DX4172  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DX4172  HORZ ORDER  -  SECOND
 DX4172
 DX4172.The horizontal coordinates were established by classical geodetic methods
 DX4172.and adjusted by the National Geodetic Survey in June 1996.
 DX4172.The horizontal coordinates are valid at the epoch date displayed above.
 DX4172.The epoch date for horizontal control is a decimal equivalence
 DX4172.of Year/Month/Day.
 DX4172
 DX4172.The orthometric height was scaled from a topographic map.
 DX4172
 DX4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4172
 DX4172.The geoid height was determined by GEOID03.
 DX4172
 DX4172;                    North         East     Units Scale Factor Converg.
 DX4172;SPC CA 6     -   648,089.457 1,866,144.124   MT  0.99995801   -0 47 29.7
 DX4172;SPC CA 6     - 2,126,273.49  6,122,507.85   sFT  0.99995801   -0 47 29.7
 DX4172;UTM  11      - 3,706,226.743   435,856.309   MT  0.99965072   -0 22 51.8
 DX4172
 DX4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4172!SPC CA 6     -   0.99997850  x   0.99995801  =   0.99993651
 DX4172!UTM  11      -   0.99997850  x   0.99965072  =   0.99962922
 DX4172
 DX4172:                Primary Azimuth Mark                     Grid Az
 DX4172:SPC CA 6     -  CAP                                      021 26 20.2
 DX4172:UTM  11      -  CAP                                      021 01 42.3
 DX4172
 DX4172|---------------------------------------------------------------------|
 DX4172| PID    Reference Object                     Distance      Geod. Az  |
 DX4172|                                                           dddmmss.s |
 DX4172| DX4355 CAP                                 APPROX. 1.0 KM 0203850.5 |
 DX4172|---------------------------------------------------------------------|
 DX4172
 DX4172                          SUPERSEDED SURVEY CONTROL
 DX4172
 DX4172  NAD 83(1986)-  33 29 37.08031(N)    117 41 25.84182(W) AD(1984.00) 2
 DX4172  NAD 27      -  33 29 36.99080(N)    117 41 22.66190(W) AD(       ) 2
 DX4172
 DX4172.Superseded values are not recommended for survey control.
 DX4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4172.See file dsdata.txt to determine how the superseded data were derived.
 DX4172
 DX4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3585606227(NAD 83)
 DX4172
 DX4172  HISTORY     - Date     Condition        Report By
 DX4172  HISTORY     - 1968     MONUMENTED       CA-059
 DX4172
 DX4172                          STATION DESCRIPTION
 DX4172
 DX4172'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL)
 DX4172'TRIANGULATION MONUMENT 8-8-11 IS LOCATED IN THE NORTHWEST 1/4 OF
 DX4172'SECTION 11, TOWNSHIP 8 SOUTH AND RANGE 8 WEST.
 DX4172'
 DX4172'TO REACH THE SITE OF MONUMENT 8-8-11 FROM THE INTERSECTION OF
 DX4172'DEL OBISPO STREET AND PACIFIC COAST HIGHWAY, SAID INTERSECTION
 DX4172'BEING NEAR THE WEST END OF DOHENY BEACH STATE PARK IN THE DANA
 DX4172'POINT AREA--PROCEED NORTHERLY ALONG DEL OBISPO STREET FOR 1.4
 DX4172'MILES TO WESTBORNE STREET.  TURN LEFT ON WESTBORNE STREET AND
 DX4172'PROCEED FOR 0.2 MILES TO STAYSAIL STREET.  TURN RIGHT ON
 DX4172'STAYSAIL STREET AND PROCEED FOR 0.1 MILES TO END OF SAID STREET
 DX4172'AND BEGINNING OF A DIRT ROAD LEADING NORTHERLY TO TOP OF
 DX4172'RIDGE LINE.  TAKE SAID DIRT ROAD AND PROCEED ON IT FOR
 DX4172'0.4 MILES TO AN INTERSECTION WITH ANOTHER DIRT ROAD AT TOP OF
 DX4172'SAID RIDGE LINE.  TURN RIGHT AT SAID INTERSECTION AND PROCEED ON IT
 DX4172'FOR 0.4 MILES TO AN INTERSECTION WITH ANOTHER DIRT ROAD AT TOP
 DX4172'OF SAID RIDGE LINE.  TURN RIGHT AT SAID INTERSECTION
 DX4172'AND PROCEED FOR 0.4 MILES TO ANOTHER INTERSECTION AND STOP.
 DX4172'MONUMENT 8-8-11 IS DIRECTLY AHEAD ON TOP OF THE HILL
 DX4172'APPROXIMATELY 100 YARDS FROM SAID STOPPING POINT.
 DX4172'
 DX4172'MONUMENT 8-8-11 IS A STANDARD ORANGE COUNTY SURVEYORS
 DX4172'TRIANGULATION MONUMENT STAMPED 8-8-11.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4175 ***********************************************************************
 DX4175  DESIGNATION -  8 8 15
 DX4175  PID         -  DX4175
 DX4175  STATE/COUNTY-  CA/ORANGE
 DX4175  USGS QUAD   -  DANA POINT (1975)
 DX4175
 DX4175                         *CURRENT SURVEY CONTROL
 DX4175  ___________________________________________________________________
 DX4175* NAD 83(1992)-  33 28 53.93131(N)    117 42 29.36205(W)     ADJUSTED  
 DX4175* NAVD 88     -        99.40   (+/-2cm)     326.1    (feet)  VERTCON   
 DX4175  ___________________________________________________________________
 DX4175  EPOCH DATE  -        1991.35
 DX4175  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 DX4175  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DX4175  HORZ ORDER  -  SECOND
 DX4175  VERT ORDER  -  THIRD ? (See Below)
 DX4175
 DX4175.The horizontal coordinates were established by classical geodetic methods
 DX4175.and adjusted by the National Geodetic Survey in June 1996.
 DX4175.The horizontal coordinates are valid at the epoch date displayed above.
 DX4175.The epoch date for horizontal control is a decimal equivalence
 DX4175.of Year/Month/Day.
 DX4175
 DX4175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4175.The vertical order pertains to the NGVD 29 superseded value.
 DX4175
 DX4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4175
 DX4175.The geoid height was determined by GEOID03.
 DX4175
 DX4175;                    North         East     Units Scale Factor Converg.
 DX4175;SPC CA 6     -   646,782.975 1,864,486.022   MT  0.99995745   -0 48 04.6
 DX4175;SPC CA 6     - 2,121,987.14  6,117,067.89   sFT  0.99995745   -0 48 04.6
 DX4175;UTM  11      - 3,704,908.815   434,208.115   MT  0.99965336   -0 23 26.5
 DX4175
 DX4175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4175!SPC CA 6     -   0.99998986  x   0.99995745  =   0.99994731
 DX4175!UTM  11      -   0.99998986  x   0.99965336  =   0.99964322
 DX4175
 DX4175:                Primary Azimuth Mark                     Grid Az
 DX4175:SPC CA 6     -  DANA POINT RESET                         183 51 19.9
 DX4175:UTM  11      -  DANA POINT RESET                         183 26 41.8
 DX4175
 DX4175|---------------------------------------------------------------------|
 DX4175| PID    Reference Object                     Distance      Geod. Az  |
 DX4175|                                                           dddmmss.s |
 DX4175| DX4153 DANA POINT RESET                    APPROX. 1.9 KM 1830315.3 |
 DX4175|---------------------------------------------------------------------|
 DX4175
 DX4175                          SUPERSEDED SURVEY CONTROL
 DX4175
 DX4175  NAD 83(1986)-  33 28 53.92843(N)    117 42 29.36383(W) AD(1984.00) 2
 DX4175  NAD 27      -  33 28 53.83890(N)    117 42 26.18260(W) AD(       ) 2
 DX4175  NGVD 29 (07/19/86)   98.71   (m)          323.9    (f) LEVELING    3  
 DX4175
 DX4175.Superseded values are not recommended for survey control.
 DX4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4175.See file dsdata.txt to determine how the superseded data were derived.
 DX4175
 DX4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3420804909(NAD 83)
 DX4175
 DX4175  HISTORY     - Date     Condition        Report By
 DX4175  HISTORY     - 1964     MONUMENTED       CA-059
 DX4175
 DX4175                          STATION DESCRIPTION
 DX4175
 DX4175'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1964 (JS)
 DX4175'TO REACH FROM THE INTERSECTION OF PACIFIC COAST HIGHWAY AND THE
 DX4175'STREET OF THE BLUE LANTERN IN THE TOWN OF DANA POINT, GO NORTHERLY
 DX4175'ON THE STREET OF THE BLUE LANTERN 0.4 MILES TO END OF PAVED STREET,
 DX4175'CONTINUE IN A NORTHERLY DIRECTION 0.1 MILES TO A WOODEN GATE, GO
 DX4175'THRU GATE 0.5 MILES ALONG THE DIRT ROAD TO A FORK IN THE ROAD,
 DX4175'TAKE THE FORK TO THE LEFT AND GO 50 FEET TO A BARBED WIRE GATE.
 DX4175'GO THRU GATE 0.75 MILES TO A SMALL GULLY, FOLLOW THE ROAD THRU
 DX4175'GULLY 0.05 MILE TO A FORK IN THE TOAD, TAKE THE LEFT FORK
 DX4175'AND GO 0.2 MILES TO A FALLEN BARBED WIRE FENCE, GO THRU THE
 DX4175'FENCE AND PROCEED 0.2 MILES IN A SOUTHERLY DIRECTION TO THE TOP
 DX4175'OF A LONG FLAT HILL, THE STATION SITE IS ON THE EASTERLY
 DX4175'END OF THE TOP OF THE HILL, ORANGE COUNTY SURVEYORS BRASS CAP
 DX4175'MARKED 8-8-15.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4174 ***********************************************************************
 DX4174  DESIGNATION -  8 8 15A
 DX4174  PID         -  DX4174
 DX4174  STATE/COUNTY-  CA/ORANGE
 DX4174  USGS QUAD   -  DANA POINT (1975)
 DX4174
 DX4174                         *CURRENT SURVEY CONTROL
 DX4174  ___________________________________________________________________
 DX4174* NAD 83(1992)-  33 28 27.57825(N)    117 42 13.63663(W)     ADJUSTED  
 DX4174* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DX4174  ___________________________________________________________________
 DX4174  EPOCH DATE  -        1991.35
 DX4174  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 DX4174  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DX4174  HORZ ORDER  -  SECOND
 DX4174
 DX4174.The horizontal coordinates were established by classical geodetic methods
 DX4174.and adjusted by the National Geodetic Survey in June 1996.
 DX4174.The horizontal coordinates are valid at the epoch date displayed above.
 DX4174.The epoch date for horizontal control is a decimal equivalence
 DX4174.of Year/Month/Day.
 DX4174
 DX4174.The orthometric height was scaled from a topographic map.
 DX4174
 DX4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4174
 DX4174.The geoid height was determined by GEOID03.
 DX4174
 DX4174;                    North         East     Units Scale Factor Converg.
 DX4174;SPC CA 6     -   645,965.504 1,864,880.633   MT  0.99995713   -0 47 56.0
 DX4174;SPC CA 6     - 2,119,305.16  6,118,362.54   sFT  0.99995713   -0 47 56.0
 DX4174;UTM  11      - 3,704,094.442   434,608.453   MT  0.99965272   -0 23 17.5
 DX4174
 DX4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4174!SPC CA 6     -   0.99998950  x   0.99995713  =   0.99994663
 DX4174!UTM  11      -   0.99998950  x   0.99965272  =   0.99964223
 DX4174
 DX4174:                Primary Azimuth Mark                     Grid Az
 DX4174:SPC CA 6     -  DANA POINT RESET                         205 13 52.5
 DX4174:UTM  11      -  DANA POINT RESET                         204 49 14.0
 DX4174
 DX4174|---------------------------------------------------------------------|
 DX4174| PID    Reference Object                     Distance      Geod. Az  |
 DX4174|                                                           dddmmss.s |
 DX4174| DX4153 DANA POINT RESET                    APPROX. 1.2 KM 2042556.5 |
 DX4174|---------------------------------------------------------------------|
 DX4174
 DX4174                          SUPERSEDED SURVEY CONTROL
 DX4174
 DX4174  NAD 83(1986)-  33 28 27.57529(N)    117 42 13.63822(W) AD(1984.00) 2
 DX4174  NAD 27      -  33 28 27.48510(N)    117 42 10.45810(W) AD(       ) 2
 DX4174
 DX4174.Superseded values are not recommended for survey control.
 DX4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4174.See file dsdata.txt to determine how the superseded data were derived.
 DX4174
 DX4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3460804094(NAD 83)
 DX4174_MARKER: Z = SEE DESCRIPTION
 DX4174_SETTING: 0 = UNSPECIFIED SETTING
 DX4174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4174
 DX4174  HISTORY     - Date     Condition        Report By
 DX4174  HISTORY     - 1966     MONUMENTED       CA-059
 DX4174
 DX4174                          STATION DESCRIPTION
 DX4174
 DX4174'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4174'TO REACH FROM THE INTERSECTION OF PACIFIC COAST HIGHWAY AND
 DX4174'GRANADA, PROCEED 0.5 MILES NORTH ALONG GRANADA TO THE END OF PAVED
 DX4174'ROAD, PROCEED ALONG DIRT ROAD 0.1 MILES TO A FORK IN THE ROAD, AT
 DX4174'THE TOP OF A HILL, AND THE STATION SITE.  MONUMENT IS ABOUT 200
 DX4174'FEET NORTHEAST OF THE FORK.  STANDARD ORANGE COUNTY SURVEYORS
 DX4174'DISK STAMPED 8-8-15A SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4169 ***********************************************************************
 DX4169  DESIGNATION -  8 8 15B
 DX4169  PID         -  DX4169
 DX4169  STATE/COUNTY-  CA/ORANGE
 DX4169  USGS QUAD   -  DANA POINT (1975)
 DX4169
 DX4169                         *CURRENT SURVEY CONTROL
 DX4169  ___________________________________________________________________
 DX4169* NAD 83(1992)-  33 28 26.70681(N)    117 41 40.85497(W)     ADJUSTED  
 DX4169* NAVD 88     -       108.94   (+/-2cm)     357.4    (feet)  VERTCON   
 DX4169  ___________________________________________________________________
 DX4169  EPOCH DATE  -        1991.35
 DX4169  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 DX4169  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DX4169  HORZ ORDER  -  SECOND
 DX4169  VERT ORDER  -  THIRD ? (See Below)
 DX4169
 DX4169.The horizontal coordinates were established by classical geodetic methods
 DX4169.and adjusted by the National Geodetic Survey in June 1996.
 DX4169.The horizontal coordinates are valid at the epoch date displayed above.
 DX4169.The epoch date for horizontal control is a decimal equivalence
 DX4169.of Year/Month/Day.
 DX4169
 DX4169.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4169.The vertical order pertains to the NGVD 29 superseded value.
 DX4169
 DX4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4169
 DX4169.The geoid height was determined by GEOID03.
 DX4169
 DX4169;                    North         East     Units Scale Factor Converg.
 DX4169;SPC CA 6     -   645,926.895 1,865,726.547   MT  0.99995712   -0 47 38.0
 DX4169;SPC CA 6     - 2,119,178.49  6,121,137.85   sFT  0.99995712   -0 47 38.0
 DX4169;UTM  11      - 3,704,061.908   435,454.363   MT  0.99965136   -0 22 59.4
 DX4169
 DX4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4169!SPC CA 6     -   0.99998836  x   0.99995712  =   0.99994548
 DX4169!UTM  11      -   0.99998836  x   0.99965136  =   0.99963972
 DX4169
 DX4169:                Primary Azimuth Mark                     Grid Az
 DX4169:SPC CA 6     -  DANA POINT RESET                         231 53 37.8
 DX4169:UTM  11      -  DANA POINT RESET                         231 28 59.2
 DX4169
 DX4169|---------------------------------------------------------------------|
 DX4169| PID    Reference Object                     Distance      Geod. Az  |
 DX4169|                                                           dddmmss.s |
 DX4169| DX4153 DANA POINT RESET                    APPROX. 1.7 KM 2310559.8 |
 DX4169|---------------------------------------------------------------------|
 DX4169
 DX4169                          SUPERSEDED SURVEY CONTROL
 DX4169
 DX4169  NAD 83(1986)-  33 28 26.70396(N)    117 41 40.85649(W) AD(1984.00) 2
 DX4169  NAD 27      -  33 28 26.61330(N)    117 41 37.67730(W) AD(       ) 2
 DX4169  NGVD 29 (07/19/86)  108.25   (m)          355.2    (f) LEVELING    3  
 DX4169
 DX4169.Superseded values are not recommended for survey control.
 DX4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4169.See file dsdata.txt to determine how the superseded data were derived.
 DX4169
 DX4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3545404062(NAD 83)
 DX4169_MARKER: Z = SEE DESCRIPTION
 DX4169_SETTING: 0 = UNSPECIFIED SETTING
 DX4169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4169
 DX4169  HISTORY     - Date     Condition        Report By
 DX4169  HISTORY     - 1966     MONUMENTED       CA-059
 DX4169  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DX4169
 DX4169                          STATION DESCRIPTION
 DX4169
 DX4169'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4169'TO REACH FROM THE INTERSECTION OF PACIFIC COAST HIGHWAY AND
 DX4169'GRANADA, PROCEED NORTH ALONG GRANADA 0.5 MILES TO THE END OF
 DX4169'PAVED ROAD, PROCEED ALONG DIRT ROAD 0.1 MILES TO FORK IN THE
 DX4169'ROAD AT THE TOP OF A HILL, TAKE THE NORTHEASTERLY FORK 0.6 MILES
 DX4169'TO A LARGE WATER TANK AND THE STATION SITE.  MONUMENT IS ABOUT
 DX4169'400 FEET SOUTH OF THE WATER TANK.
 DX4169'
 DX4169'STANDARD ORANGE COUNTY SURVEYORS DISK STAMPED 8-8-15B SET IN
 DX4169'CONCRETE.
 DX4169
 DX4169                          STATION RECOVERY (1974)
 DX4169
 DX4169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARA)
 DX4169'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 DX4169'IN GOOD CONDITION AS DESCRIBED BY THE ORANGE COUNTY SURVEY CONTROL
 DX4169'CARD DATED 9/01/67.  A NEW TO REACH FOLLOWS--
 DX4169'
 DX4169'TO REACH THE STATION FROM THE U.S. POST OFFICE, IN THE CITY OF
 DX4169'DANA PT., GO EAST ON PACIFIC COAST HIGHWAY FOR 0.05 MILE TO STREET
 DX4169'OF GOLDEN LANTERN.  TURN LEFT, NORTH, ONTO STREET OF GOLDEN
 DX4169'LANTERN AND GO 0.6 MILE TO A DRIVEWAY AND A DIRT ROAD ON THE
 DX4169'RIGHT, LEADING TO A LARGE WATER STORAGE TANK.  TURN RIGHT, EAST,
 DX4169'ONTO THE DIRT ROAD AND GO 0.15 MILE TO A TRACK ROAD ON THE
 DX4169'RIGHT.  TURN RIGHT, SOUTHEAST, ONTO TRACK ROAD AND GO 0.1 MILE
 DX4169'TO THE EDGE OF A FLAT HILL AND THE STATION.
 DX4169'
 DX4169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DX4169'0.2 MILE N OF DANA PT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4173 ***********************************************************************
 DX4173  DESIGNATION -  8 8 23
 DX4173  PID         -  DX4173
 DX4173  STATE/COUNTY-  CA/ORANGE
 DX4173  USGS QUAD   -  DANA POINT (1975)
 DX4173
 DX4173                         *CURRENT SURVEY CONTROL
 DX4173  ___________________________________________________________________
 DX4173* NAD 83(1992)-  33 27 49.46918(N)    117 41 28.65192(W)     ADJUSTED  
 DX4173* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 DX4173  ___________________________________________________________________
 DX4173  EPOCH DATE  -        1991.35
 DX4173  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 DX4173  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DX4173  HORZ ORDER  -  SECOND
 DX4173
 DX4173.The horizontal coordinates were established by classical geodetic methods
 DX4173.and adjusted by the National Geodetic Survey in June 1996.
 DX4173.The horizontal coordinates are valid at the epoch date displayed above.
 DX4173.The epoch date for horizontal control is a decimal equivalence
 DX4173.of Year/Month/Day.
 DX4173
 DX4173.The orthometric height was scaled from a topographic map.
 DX4173
 DX4173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4173
 DX4173.The geoid height was determined by GEOID03.
 DX4173
 DX4173;                    North         East     Units Scale Factor Converg.
 DX4173;SPC CA 6     -   644,775.436 1,866,025.722   MT  0.99995670   -0 47 31.3
 DX4173;SPC CA 6     - 2,115,400.74  6,122,119.39   sFT  0.99995670   -0 47 31.3
 DX4173;UTM  11      - 3,702,912.974   435,761.692   MT  0.99965087   -0 22 52.3
 DX4173
 DX4173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4173!SPC CA 6     -   0.99999955  x   0.99995670  =   0.99995625
 DX4173!UTM  11      -   0.99999955  x   0.99965087  =   0.99965042
 DX4173
 DX4173:                Primary Azimuth Mark                     Grid Az
 DX4173:SPC CA 6     -  DANA POINT RESET                         272 37 20.4
 DX4173:UTM  11      -  DANA POINT RESET                         272 12 41.4
 DX4173
 DX4173|---------------------------------------------------------------------|
 DX4173| PID    Reference Object                     Distance      Geod. Az  |
 DX4173|                                                           dddmmss.s |
 DX4173| DX4153 DANA POINT RESET                    APPROX. 1.7 KM 2714949.1 |
 DX4173|---------------------------------------------------------------------|
 DX4173
 DX4173                          SUPERSEDED SURVEY CONTROL
 DX4173
 DX4173  NAD 83(1986)-  33 27 49.46624(N)    117 41 28.65326(W) AD(1984.00) 2
 DX4173  NAD 27      -  33 27 49.37450(N)    117 41 25.47530(W) AD(       ) 2
 DX4173
 DX4173.Superseded values are not recommended for survey control.
 DX4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4173.See file dsdata.txt to determine how the superseded data were derived.
 DX4173
 DX4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT3576202913(NAD 83)
 DX4173_MARKER: Z = SEE DESCRIPTION
 DX4173_SETTING: 0 = UNSPECIFIED SETTING
 DX4173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4173
 DX4173  HISTORY     - Date     Condition        Report By
 DX4173  HISTORY     - 1966     MONUMENTED       CA-059
 DX4173  HISTORY     - 19990717 MARK NOT FOUND   USPSQD
 DX4173
 DX4173                          STATION DESCRIPTION
 DX4173
 DX4173'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1966 (LL)
 DX4173'TO REACH FROM THE INTERSECTION OF PACIFIC COAST HIGHWAY AND DEL
 DX4173'OBISPO STREET, PROCEED WEST ALONG PACIFIC 0.3 MILES, TURN LEFT
 DX4173'ONTO A GRAVEL ROAD DIRECTLY OPPOSITE OF THE STREET OF THE COPPER
 DX4173'LANTERN, PROCEED ALONG GRAVEL ROAD 0.1 MILES TO FORK IN THE ROAD,
 DX4173'TAKE THE LEFT FORK AND PROCEED 0.2 MILES TO THE STATION
 DX4173'SITE.  MONUMENT IS ABOUT 27 FEET ON THE RIGHT SIDE OF THE
 DX4173'ROAD.  STANDARD ORANGE COUNTY SURVEYORS DISK STAMPED 8-8-23
 DX4173'SET IN CONCRETE.
 DX4173
 DX4173                          STATION RECOVERY (1999)
 DX4173
 DX4173'RECOVERY NOTE BY US POWER SQUADRON 1999
 DX4173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4737 ***********************************************************************
 EW4737  DESIGNATION -  8 81 V CO
 EW4737  PID         -  EW4737
 EW4737  STATE/COUNTY-  CA/VENTURA
 EW4737  USGS QUAD   -  FILLMORE (1951)
 EW4737
 EW4737                         *CURRENT SURVEY CONTROL
 EW4737  ___________________________________________________________________
 EW4737* NAD 83(1986)-  34 24 29.     (N)    118 56 06.     (W)     SCALED    
 EW4737* NAVD 88     -       137.22   (+/-2cm)     450.2    (feet)  VERTCON   
 EW4737  ___________________________________________________________________
 EW4737  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EW4737  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4737
 EW4737.The horizontal coordinates were scaled from a topographic map and have
 EW4737.an estimated accuracy of +/- 6 seconds.
 EW4737
 EW4737.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4737.The vertical order pertains to the NGVD 29 superseded value.
 EW4737
 EW4737.The geoid height was determined by GEOID03.
 EW4737
 EW4737;                    North         East    Units  Estimated Accuracy
 EW4737;SPC CA 5     -   601,130.    1,914,040.      MT  (+/- 180 meters Scaled)
 EW4737
 EW4737                          SUPERSEDED SURVEY CONTROL
 EW4737
 EW4737  NGVD 29 (??/??/92)  136.416  (m)          447.56   (f) ADJ UNCH    1 1
 EW4737
 EW4737.Superseded values are not recommended for survey control.
 EW4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4737.See file dsdata.txt to determine how the superseded data were derived.
 EW4737
 EW4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU221090(NAD 83)
 EW4737_MARKER: DD = SURVEY DISK
 EW4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4737_STAMPING: BM 8-81 VEN CO 1961
 EW4737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4737+STABILITY: SURFACE MOTION
 EW4737
 EW4737  HISTORY     - Date     Condition        Report By
 EW4737  HISTORY     - 1961     MONUMENTED       CA-111
 EW4737  HISTORY     - 1971     GOOD             NGS
 EW4737  HISTORY     - 1977     GOOD             NGS
 EW4737
 EW4737                          STATION DESCRIPTION
 EW4737
 EW4737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EW4737'1.4 MI NW FROM FILLMORE.
 EW4737'1.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 EW4737'STATION AT FILLMORE, AT THE CROSSING OF GRAND AVENUE, 45.0 FEET
 EW4737'NORTHEAST OF THE NORTHEAST RAIL, 33 1/2 FEET WEST OF THE CENTER
 EW4737'LINE OF THE AVENUE, 19.6 FEET WEST OF THE SOUTHWEST CORNER OF
 EW4737'THE WEST CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE AVENUE,
 EW4737'91 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POLE 423, 5.0
 EW4737'FEET SOUTHEAST OF A VERTICAL RAIL SECTION WHICH PROJECTS 2 1/2
 EW4737'FEET, 2 1/2 SOUTH OF A POWER POLE WITH TWO GUY WIRES, 1.3 FEET
 EW4737'EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK AND
 EW4737'IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDER GROUND.
 EW4737
 EW4737                          STATION RECOVERY (1977)
 EW4737
 EW4737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1669 ***********************************************************************
 JT1669  DESIGNATION -  8 A
 JT1669  PID         -  JT1669
 JT1669  STATE/COUNTY-  CA/NAPA
 JT1669  USGS QUAD   -  NAPA (1980)
 JT1669
 JT1669                         *CURRENT SURVEY CONTROL
 JT1669  ___________________________________________________________________
 JT1669* NAD 83(1986)-  38 20 04.     (N)    122 20 35.     (W)     SCALED    
 JT1669* NAVD 88     -        44.47   (+/-2cm)     145.9    (feet)  VERTCON   
 JT1669  ___________________________________________________________________
 JT1669  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JT1669  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1669
 JT1669.The horizontal coordinates were scaled from a topographic map and have
 JT1669.an estimated accuracy of +/- 6 seconds.
 JT1669
 JT1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1669.The vertical order pertains to the NGVD 29 superseded value.
 JT1669
 JT1669.The geoid height was determined by GEOID03.
 JT1669
 JT1669;                    North         East    Units  Estimated Accuracy
 JT1669;SPC CA 2     -   574,190.    1,970,010.      MT  (+/- 180 meters Scaled)
 JT1669
 JT1669                          SUPERSEDED SURVEY CONTROL
 JT1669
 JT1669  NGVD 29 (??/??/92)   43.661  (m)          143.24   (f) ADJ UNCH    1 1
 JT1669
 JT1669.Superseded values are not recommended for survey control.
 JT1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1669.See file dsdata.txt to determine how the superseded data were derived.
 JT1669
 JT1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH574431(NAD 83)
 JT1669_MARKER: DD = SURVEY DISK
 JT1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1669_SP_SET: CONCRETE POST
 JT1669_MARK LOGO: CA2330
 JT1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1669+STABILITY: SURFACE MOTION
 JT1669
 JT1669  HISTORY     - Date     Condition        Report By
 JT1669  HISTORY     - 1971     MONUMENTED       CA2330
 JT1669
 JT1669                          STATION DESCRIPTION
 JT1669
 JT1669'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1669'ALONG DRY CREEK ROAD, 200 FT (61.0 M) NORTH ON LINDA VISTA, 25 FT
 JT1669'(7.6 M) EAST OF CENTERLINE AT EAST RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LT0319 ***********************************************************************
 LT0319  DESIGNATION -  8 A
 LT0319  PID         -  LT0319
 LT0319  STATE/COUNTY-  CA/TEHAMA
 LT0319  USGS QUAD   -  INSKIP HILL (1995)
 LT0319
 LT0319                         *CURRENT SURVEY CONTROL
 LT0319  ___________________________________________________________________
 LT0319* NAD 83(1986)-  40 20 10.     (N)    121 55 02.     (W)     SCALED    
 LT0319* NAVD 88     -       564.666  (meters)    1852.58   (feet)  ADJUSTED  
 LT0319  ___________________________________________________________________
 LT0319  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 LT0319  DYNAMIC HT  -         564.334 (meters)    1851.49  (feet)  COMP
 LT0319  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 LT0319
 LT0319  VERT ORDER  -  SECOND    CLASS 0
 LT0319
 LT0319.The horizontal coordinates were scaled from a topographic map and have
 LT0319.an estimated accuracy of +/- 6 seconds.
 LT0319
 LT0319.The orthometric height was determined by differential leveling
 LT0319.and adjusted in June 1991.
 LT0319
 LT0319.The geoid height was determined by GEOID03.
 LT0319
 LT0319.The dynamic height is computed by dividing the NAVD 88
 LT0319.geopotential number by the normal gravity value computed on the
 LT0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LT0319.degrees latitude (g = 980.6199 gals.).
 LT0319
 LT0319.The modeled gravity was interpolated from observed gravity values.
 LT0319
 LT0319;                    North         East    Units  Estimated Accuracy
 LT0319;SPC CA 1     -   611,350.    2,007,030.      MT  (+/- 180 meters Scaled)
 LT0319
 LT0319                          SUPERSEDED SURVEY CONTROL
 LT0319
 LT0319.No superseded survey control is available for this station.
 LT0319
 LT0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK919656(NAD 83)
 LT0319_MARKER: DD = SURVEY DISK
 LT0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LT0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LT0319_STAMPING: 1849.780 8 A 1924
 LT0319
 LT0319  HISTORY     - Date     Condition        Report By
 LT0319  HISTORY     - UNK      MONUMENTED
 LT0319  HISTORY     - 1934     GOOD             NGS
 LT0319
 LT0319                          STATION DESCRIPTION
 LT0319
 LT0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LT0319'AT PAYNES CREEK.
 LT0319'AT PAYNES CREEK, TEHAMA COUNTY, ON STATE HIGHWAY 36, ABOUT 200
 LT0319'FEET WEST OF THE POST OFFICE, JUST EAST OF THE Y-ROAD LEADING TO
 LT0319'MANTON, 4.5 FEET NORTHEAST OF HIGHWAY STATION POST A 1153+25,
 LT0319'AND AT THE NORTH EDGE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 LT0319'SURVEY STANDARD CAP, STAMPED 1849.780 8 A 1924 AND RIVETED ON
 LT0319'THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 1.6 FEET ABOVE
 LT0319'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1181 ***********************************************************************
 HT1181  DESIGNATION -  8 A USN
 HT1181  PID         -  HT1181
 HT1181  STATE/COUNTY-  CA/SANTA CLARA
 HT1181  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1181
 HT1181                         *CURRENT SURVEY CONTROL
 HT1181  ___________________________________________________________________
 HT1181* NAD 83(1986)-  37 25 37.     (N)    122 02 26.     (W)     SCALED    
 HT1181* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 HT1181  ___________________________________________________________________
 HT1181  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 HT1181  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1181
 HT1181.The horizontal coordinates were scaled from a topographic map and have
 HT1181.an estimated accuracy of +/- 6 seconds.
 HT1181
 HT1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1181.The vertical order pertains to the NGVD 29 superseded value.
 HT1181
 HT1181.The geoid height was determined by GEOID03.
 HT1181
 HT1181;                    North         East    Units  Estimated Accuracy
 HT1181;SPC CA 3     -   604,000.    1,863,660.      MT  (+/- 180 meters Scaled)
 HT1181
 HT1181                          SUPERSEDED SURVEY CONTROL
 HT1181
 HT1181  NGVD 29 (??/??/92)    0.479  (m)            1.57   (f) ADJ UNCH    1 2
 HT1181
 HT1181.Superseded values are not recommended for survey control.
 HT1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1181.See file dsdata.txt to determine how the superseded data were derived.
 HT1181
 HT1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG848426(NAD 83)
 HT1181_MARKER: Z = SEE DESCRIPTION
 HT1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1181_STAMPING: 8 A 1934
 HT1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1181+STABILITY: SURFACE MOTION
 HT1181
 HT1181  HISTORY     - Date     Condition        Report By
 HT1181  HISTORY     - 1934     MONUMENTED       DOD
 HT1181  HISTORY     - 1954     GOOD             NGS
 HT1181  HISTORY     - 1967     GOOD             NGS
 HT1181
 HT1181                          STATION DESCRIPTION
 HT1181
 HT1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1181'AT MOFFETT FIELD.
 HT1181'AT MOFFETT FIELD, 0.5 MILE NORTH ALONG MARRIAGE ROAD FROM THE
 HT1181'NORTH END OF HANGAR NO. 3, AT THE T JUNCTION OF PATROL ROAD, 47.5
 HT1181'FEET SOUTH OF THE NORTH BOUNDARY FENCE, 32.0 FEET SOUTHWEST OF
 HT1181'THE CENTER OF THE SOUTH END OF A 36-INCH CONCRETE PIPE CULVERT
 HT1181'UNDER A DIKE, 18.0 FEET NORTH OF THE CENTER LINE OF PATROL ROAD,
 HT1181'BETWEEN TWO 4- BY 4-INCH WOODEN POSTS PAINTED RED AND WHITE,
 HT1181'ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 HT1181'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HT1181
 HT1181                          STATION RECOVERY (1967)
 HT1181
 HT1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1202 ***********************************************************************
 HT1202  DESIGNATION -  8 B
 HT1202  PID         -  HT1202
 HT1202  STATE/COUNTY-  CA/SANTA CLARA
 HT1202  USGS QUAD   -  MOUNTAIN VIEW (1997)
 HT1202
 HT1202                         *CURRENT SURVEY CONTROL
 HT1202  ___________________________________________________________________
 HT1202* NAD 83(1986)-  37 24 36.     (N)    122 03 23.     (W)     SCALED    
 HT1202* NAVD 88     -         9.45   (+/-2cm)      31.0    (feet)  VERTCON   
 HT1202  ___________________________________________________________________
 HT1202  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 HT1202  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1202
 HT1202.The horizontal coordinates were scaled from a topographic map and have
 HT1202.an estimated accuracy of +/- 6 seconds.
 HT1202
 HT1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1202.The vertical order pertains to the NGVD 29 superseded value.
 HT1202
 HT1202.The geoid height was determined by GEOID03.
 HT1202
 HT1202;                    North         East    Units  Estimated Accuracy
 HT1202;SPC CA 3     -   602,140.    1,862,220.      MT  (+/- 180 meters Scaled)
 HT1202
 HT1202                          SUPERSEDED SURVEY CONTROL
 HT1202
 HT1202  NGVD 29 (??/??/92)    8.628  (m)           28.31   (f) ADJ UNCH    1 2
 HT1202
 HT1202.Superseded values are not recommended for survey control.
 HT1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1202.See file dsdata.txt to determine how the superseded data were derived.
 HT1202
 HT1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG835407(NAD 83)
 HT1202_MARKER: X = CHISELED CROSS
 HT1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1202_SP_SET: BUILDING
 HT1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1202
 HT1202  HISTORY     - Date     Condition        Report By
 HT1202  HISTORY     - UNK      MONUMENTED       DOD
 HT1202  HISTORY     - 1954     GOOD             NGS
 HT1202  HISTORY     - 1967     GOOD             NGS
 HT1202  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 HT1202
 HT1202                          STATION DESCRIPTION
 HT1202
 HT1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HT1202'AT MOFFETT FIELD.
 HT1202'AT MOFFETT FIELD, AT THE T JUNCTION OF WESCOAT ROAD AND DUGAN
 HT1202'AVENUE, AT BUILDING NO. 7 (PUMP HOUSE FOR WELL A), A CHISELED CROSS
 HT1202'IN THE NORTHWEST CORNER OF THE MILLED BASE PLATE OF THE PUMP.
 HT1202'NOTE-- NO STAMPING COULD BE FOUND ON THIS MARK.
 HT1202
 HT1202                          STATION RECOVERY (1967)
 HT1202
 HT1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HT1202'RECOVERED IN GOOD CONDITION.
 HT1202
 HT1202                          STATION RECOVERY (1989)
 HT1202
 HT1202'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHP)
 HT1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1550 ***********************************************************************
 EW1550  DESIGNATION -  8 B C OF LA
 EW1550  PID         -  EW1550
 EW1550  STATE/COUNTY-  CA/LOS ANGELES
 EW1550  USGS QUAD   -  HOLLYWOOD (1994)
 EW1550
 EW1550                         *CURRENT SURVEY CONTROL
 EW1550  ___________________________________________________________________
 EW1550* NAD 83(1986)-  34 05 53.     (N)    118 18 32.     (W)     SCALED    
 EW1550* NAVD 88     -       110.39   (+/-2cm)     362.2    (feet)  VERTCON   
 EW1550  ___________________________________________________________________
 EW1550  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW1550  VERT ORDER  -  THIRD (See Below)
 EW1550
 EW1550.The horizontal coordinates were scaled from a topographic map and have
 EW1550.an estimated accuracy of +/- 6 seconds.
 EW1550
 EW1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1550.The vertical order pertains to the NGVD 29 superseded value.
 EW1550
 EW1550.The geoid height was determined by GEOID03.
 EW1550
 EW1550;                    North         East    Units  Estimated Accuracy
 EW1550;SPC CA 5     -   566,380.    1,971,500.      MT  (+/- 180 meters Scaled)
 EW1550
 EW1550                          SUPERSEDED SURVEY CONTROL
 EW1550
 EW1550  NGVD 29 (??/??/??)  109.61   (m)          359.6    (f) RESET       3  
 EW1550
 EW1550.Superseded values are not recommended for survey control.
 EW1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1550.See file dsdata.txt to determine how the superseded data were derived.
 EW1550
 EW1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792738(NAD 83)
 EW1550_MARKER: DD = SURVEY DISK
 EW1550_SETTING: 0 = UNSPECIFIED SETTING
 EW1550_STAMPING: 8 B 359.56
 EW1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1550
 EW1550  HISTORY     - Date     Condition        Report By
 EW1550  HISTORY     - UNK      MONUMENTED       CA1980
 EW1550  HISTORY     - 1966     GOOD             NGS
 EW1550
 EW1550                          STATION DESCRIPTION
 EW1550
 EW1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW1550'AT HOLLYWOOD.
 EW1550'AT HOLLYWOOD LOCATED NEAR THE INTERSECTION OF SUNSET BLVD. AND
 EW1550'WESTERN AVE., 180 FEET EAST OF THE EAST CURB LINE OF WESTERN
 EW1550'AVE. AND ABOUT 2 FEET NORTH OF THE NORTH CURB OF SUNSET BLVD.
 EW1550'ABOUT THE SAME LEVEL AS THE CURB.  NOTE-- THIS MARK HAS BEEN HIT
 EW1550'AND IS AT AN ANGLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1907 ***********************************************************************
 JT1907  DESIGNATION -  8 C
 JT1907  PID         -  JT1907
 JT1907  STATE/COUNTY-  CA/NAPA
 JT1907  USGS QUAD   -  NAPA (1980)
 JT1907
 JT1907                         *CURRENT SURVEY CONTROL
 JT1907  ___________________________________________________________________
 JT1907* NAD 83(1986)-  38 20 51.     (N)    122 19 42.     (W)     SCALED    
 JT1907* NAVD 88     -        30.83   (+/-2cm)     101.1    (feet)  VERTCON   
 JT1907  ___________________________________________________________________
 JT1907  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JT1907  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1907
 JT1907.The horizontal coordinates were scaled from a topographic map and have
 JT1907.an estimated accuracy of +/- 6 seconds.
 JT1907
 JT1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1907.The vertical order pertains to the NGVD 29 superseded value.
 JT1907
 JT1907.The geoid height was determined by GEOID03.
 JT1907
 JT1907;                    North         East    Units  Estimated Accuracy
 JT1907;SPC CA 2     -   575,630.    1,971,300.      MT  (+/- 180 meters Scaled)
 JT1907
 JT1907                          SUPERSEDED SURVEY CONTROL
 JT1907
 JT1907  NGVD 29 (??/??/92)   30.02   (m)           98.5    (f) COMPUTED    1 1
 JT1907
 JT1907.Superseded values are not recommended for survey control.
 JT1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1907.See file dsdata.txt to determine how the superseded data were derived.
 JT1907
 JT1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586445(NAD 83)
 JT1907_MARKER: DD = SURVEY DISK
 JT1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1907_SP_SET: CONCRETE POST
 JT1907_MARK LOGO: CA2330
 JT1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1907+STABILITY: SURFACE MOTION
 JT1907
 JT1907  HISTORY     - Date     Condition        Report By
 JT1907  HISTORY     - 1971     MONUMENTED       CA2330
 JT1907
 JT1907                          STATION DESCRIPTION
 JT1907
 JT1907'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1907'HIGHWAY 29 (ST.  HELENA), 10 FT (3.0 M) SOUTH OF CENTERLINE OF ORCHARD
 JT1907'AVENUE ALONG SOUTHBOUND LANE, EAST OF EP, A WELL TYPE CONCRETE
 JT1907'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0093 ***********************************************************************
 DY0093  DESIGNATION -  8 C OF LB
 DY0093  PID         -  DY0093
 DY0093  STATE/COUNTY-  CA/LOS ANGELES
 DY0093  USGS QUAD   -  LONG BEACH (1981)
 DY0093
 DY0093                         *CURRENT SURVEY CONTROL
 DY0093  ___________________________________________________________________
 DY0093* NAD 83(1986)-  33 46 43.     (N)    118 12 27.     (W)     SCALED    
 DY0093* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 DY0093  ___________________________________________________________________
 DY0093  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0093  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0093
 DY0093.The horizontal coordinates were scaled from a topographic map and have
 DY0093.an estimated accuracy of +/- 6 seconds.
 DY0093
 DY0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0093.The vertical order pertains to the NGVD 29 superseded value.
 DY0093
 DY0093.The geoid height was determined by GEOID03.
 DY0093
 DY0093;                    North         East    Units  Estimated Accuracy
 DY0093;SPC CA 5     -   530,930.    1,980,780.      MT  (+/- 180 meters Scaled)
 DY0093
 DY0093                          SUPERSEDED SURVEY CONTROL
 DY0093
 DY0093  NGVD 29 (??/??/92)    2.115  (m)            6.94   (f) ADJ UNCH    1 2
 DY0093
 DY0093.Superseded values are not recommended for survey control.
 DY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0093.See file dsdata.txt to determine how the superseded data were derived.
 DY0093
 DY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT881382(NAD 83)
 DY0093_MARKER: Z = SEE DESCRIPTION
 DY0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0093+STABILITY: SURFACE MOTION
 DY0093
 DY0093  HISTORY     - Date     Condition        Report By
 DY0093  HISTORY     - UNK      MONUMENTED       CA1970
 DY0093  HISTORY     - 1954     GOOD             NGS
 DY0093  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0093
 DY0093                          STATION DESCRIPTION
 DY0093
 DY0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0093'AT LONG BEACH.
 DY0093'AT LONG BEACH, 0.4 MILE SOUTH ALONG PICO AVENUE FROM THE
 DY0093'INTERSECTION OF ANAHEIM STREET, AT THE INTERSECTION OF SEVENTH
 DY0093'STREET, 90 FEET NORTH OF THE CENTER LINE OF THE STREET, 52 FEET
 DY0093'SOUTH OF THE APPROXIMATE CENTER OF A RAILROAD SWITCH STAND,
 DY0093'40 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE, 6.1 EAST
 DY0093'OF THE EAST RAIL OF THE PACIFIC ELECTRIC RAILWAY TRACK ALONG
 DY0093'THE AVENUE, 6 FEET SOUTH OF POWER LINE POLE 27252 R, 1.0 FOOT
 DY0093'BELOW THE SURFACE OF THE GROUND, AND SET IN THE TOP OF A CONCRETE
 DY0093'POST ENCASED BY A 5-INCH METAL PIPE WITH A CAST IRON COVER
 DY0093'MARKED LBBM.  NOTE-- CHARACTER OF MARK WAS CALLED A 2-INCH
 DY0093'BRASS DISK ON LITHO LIST DATED JULY 10, 1947.  IT IS ABOUT
 DY0093'A 2-INCH OVAL SHAPED DISK OR KNOB.
 DY0093
 DY0093                          STATION RECOVERY (1964)
 DY0093
 DY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0612 ***********************************************************************
 DY0612  DESIGNATION -  8 CAHD
 DY0612  PID         -  DY0612
 DY0612  STATE/COUNTY-  CA/ORANGE
 DY0612  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0612
 DY0612                         *CURRENT SURVEY CONTROL
 DY0612  ___________________________________________________________________
 DY0612* NAD 83(1986)-  33 46 27.     (N)    118 05 36.     (W)     SCALED    
 DY0612* NAVD 88     -         2.85   (+/-2cm)       9.4    (feet)  VERTCON   
 DY0612  ___________________________________________________________________
 DY0612  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 DY0612  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0612
 DY0612.The horizontal coordinates were scaled from a topographic map and have
 DY0612.an estimated accuracy of +/- 6 seconds.
 DY0612
 DY0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0612.The vertical order pertains to the NGVD 29 superseded value.
 DY0612
 DY0612.The geoid height was determined by GEOID03.
 DY0612
 DY0612;                    North         East    Units  Estimated Accuracy
 DY0612;SPC CA 6     -   679,790.    1,829,270.      MT  (+/- 180 meters Scaled)
 DY0612
 DY0612                          SUPERSEDED SURVEY CONTROL
 DY0612
 DY0612  NGVD 29 (??/??/92)    2.12   (m)            7.0    (f) COMPUTED    1 2
 DY0612
 DY0612.Superseded values are not recommended for survey control.
 DY0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0612.See file dsdata.txt to determine how the superseded data were derived.
 DY0612
 DY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT987376(NAD 83)
 DY0612_MARKER: DB = BENCH MARK DISK
 DY0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0612+STABILITY: SURFACE MOTION
 DY0612
 DY0612  HISTORY     - Date     Condition        Report By
 DY0612  HISTORY     - UNK      MONUMENTED       CADH
 DY0612  HISTORY     - 1955     GOOD             NGS
 DY0612  HISTORY     - 1964     GOOD             NGS
 DY0612
 DY0612                          STATION DESCRIPTION
 DY0612
 DY0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0612'1.5 MI E FROM LONG BEACH.
 DY0612'1.5 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE AVENUE) FROM
 DY0612'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION
 DY0612'HOSPITAL AT LONG BEACH, 73 FEET WEST OF TELEPHONE POLE 155, 37.6
 DY0612'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 0.8 FOOT NORTH OF A
 DY0612'FENCE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 DY0612'THE AVENUE, 1.0 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 DY0612'POST.
 DY0612
 DY0612                          STATION RECOVERY (1964)
 DY0612
 DY0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0619 ***********************************************************************
 KS0619  DESIGNATION -  8 CAHD
 KS0619  PID         -  KS0619
 KS0619  STATE/COUNTY-  CA/BUTTE
 KS0619  USGS QUAD   -  PULGA (1994)
 KS0619
 KS0619                         *CURRENT SURVEY CONTROL
 KS0619  ___________________________________________________________________
 KS0619* NAD 83(1986)-  39 45 44.     (N)    121 28 03.     (W)     SCALED    
 KS0619* NAVD 88     -       613.126  (meters)    2011.56   (feet)  ADJUSTED  
 KS0619  ___________________________________________________________________
 KS0619  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KS0619  DYNAMIC HT  -         612.699 (meters)    2010.16  (feet)  COMP
 KS0619  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 KS0619
 KS0619  VERT ORDER  -  FIRST     CLASS II
 KS0619
 KS0619.The horizontal coordinates were scaled from a topographic map and have
 KS0619.an estimated accuracy of +/- 6 seconds.
 KS0619
 KS0619.The orthometric height was determined by differential leveling
 KS0619.and adjusted in June 1991.
 KS0619
 KS0619.The geoid height was determined by GEOID03.
 KS0619
 KS0619.The dynamic height is computed by dividing the NAVD 88
 KS0619.geopotential number by the normal gravity value computed on the
 KS0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0619.degrees latitude (g = 980.6199 gals.).
 KS0619
 KS0619.The modeled gravity was interpolated from observed gravity values.
 KS0619
 KS0619;                    North         East    Units  Estimated Accuracy
 KS0619;SPC CA 2     -   732,760.    2,045,630.      MT  (+/- 180 meters Scaled)
 KS0619
 KS0619                          SUPERSEDED SURVEY CONTROL
 KS0619
 KS0619  NGVD 29 (??/??/??)  612.359  (m)         2009.05   (f) ADJUSTED    1 2
 KS0619
 KS0619.Superseded values are not recommended for survey control.
 KS0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0619.See file dsdata.txt to determine how the superseded data were derived.
 KS0619
 KS0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK312024(NAD 83)
 KS0619_MARKER: DD = SURVEY DISK
 KS0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0619_SP_SET: CULVERT
 KS0619_STAMPING: 2016.48 8
 KS0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0619
 KS0619  HISTORY     - Date     Condition        Report By
 KS0619  HISTORY     - UNK      MONUMENTED       CADH
 KS0619  HISTORY     - 1952     GOOD             NGS
 KS0619  HISTORY     - 1974     GOOD             USGS
 KS0619  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0619
 KS0619                          STATION DESCRIPTION
 KS0619
 KS0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0619'3.6 MI S FROM PULGA.
 KS0619'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE AT
 KS0619'PULGA, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE
 KS0619'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 KS0619'OF AN L SHAPE CULVERT NO. C 146+50, 0.3 FEET SOUTHWEST OF THE
 KS0619'NORTHEAST END, AT A POINT WHERE A HIGH VOLTAGE POWER LINE
 KS0619'PARALLELS THE HIGHWAY, 17 1/2 FEET NORTHWEST OF THE
 KS0619'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 KS0619'NOTE-- 1956 STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE.
 KS0619'NOTE-- 1974 HIGHWAY 40 IS NOW STATE HIGHWAY 70.
 KS0619
 KS0619                          STATION RECOVERY (1974)
 KS0619
 KS0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0619'RECOVERED IN GOOD CONDITION.
 KS0619
 KS0619                          STATION RECOVERY (2004)
 KS0619
 KS0619'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1932 ***********************************************************************
 JT1932  DESIGNATION -  8 D
 JT1932  PID         -  JT1932
 JT1932  STATE/COUNTY-  CA/NAPA
 JT1932  USGS QUAD   -  NAPA (1980)
 JT1932
 JT1932                         *CURRENT SURVEY CONTROL
 JT1932  ___________________________________________________________________
 JT1932* NAD 83(1986)-  38 21 12.     (N)    122 19 52.     (W)     SCALED    
 JT1932* NAVD 88     -        33.32   (+/-2cm)     109.3    (feet)  VERTCON   
 JT1932  ___________________________________________________________________
 JT1932  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JT1932  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1932
 JT1932.The horizontal coordinates were scaled from a topographic map and have
 JT1932.an estimated accuracy of +/- 6 seconds.
 JT1932
 JT1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1932.The vertical order pertains to the NGVD 29 superseded value.
 JT1932
 JT1932.The geoid height was determined by GEOID03.
 JT1932
 JT1932;                    North         East    Units  Estimated Accuracy
 JT1932;SPC CA 2     -   576,280.    1,971,060.      MT  (+/- 180 meters Scaled)
 JT1932
 JT1932                          SUPERSEDED SURVEY CONTROL
 JT1932
 JT1932  NGVD 29 (??/??/92)   32.511  (m)          106.66   (f) ADJ UNCH    1 1
 JT1932
 JT1932.Superseded values are not recommended for survey control.
 JT1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1932.See file dsdata.txt to determine how the superseded data were derived.
 JT1932
 JT1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH584452(NAD 83)
 JT1932_MARKER: DD = SURVEY DISK
 JT1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1932_SP_SET: CONCRETE POST
 JT1932_MARK LOGO: CA2330
 JT1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1932+STABILITY: SURFACE MOTION
 JT1932
 JT1932  HISTORY     - Date     Condition        Report By
 JT1932  HISTORY     - 1971     MONUMENTED       CA2330
 JT1932
 JT1932                          STATION DESCRIPTION
 JT1932
 JT1932'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1932'ALONG HIGHWAY 29 (ST.  HELENA), 10 FT (3.0 M) SOUTH OF CENTERLINE OF
 JT1932'OAK KNOLL AVENUE, IN SOUTHBOUND LANE, EAST OF EP, A WELL TYPE
 JT1932'CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4410 ***********************************************************************
 EW4410  DESIGNATION -  8 D 22 C OF LA
 EW4410  PID         -  EW4410
 EW4410  STATE/COUNTY-  CA/LOS ANGELES
 EW4410  USGS QUAD   -  CANOGA PARK (1967)
 EW4410
 EW4410                         *CURRENT SURVEY CONTROL
 EW4410  ___________________________________________________________________
 EW4410* NAD 83(1986)-  34 13 10.     (N)    118 36 20.     (W)     SCALED    
 EW4410* NAVD 88     -       255.03   (+/-2cm)     836.7    (feet)  VERTCON   
 EW4410  ___________________________________________________________________
 EW4410  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EW4410  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4410
 EW4410.The horizontal coordinates were scaled from a topographic map and have
 EW4410.an estimated accuracy of +/- 6 seconds.
 EW4410
 EW4410.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4410.The vertical order pertains to the NGVD 29 superseded value.
 EW4410
 EW4410.The geoid height was determined by GEOID03.
 EW4410
 EW4410;                    North         East    Units  Estimated Accuracy
 EW4410;SPC CA 5     -   579,970.    1,944,200.      MT  (+/- 180 meters Scaled)
 EW4410
 EW4410                          SUPERSEDED SURVEY CONTROL
 EW4410
 EW4410  NGVD 29 (??/??/92)  254.245  (m)          834.14   (f) ADJ UNCH    1 2
 EW4410
 EW4410.Superseded values are not recommended for survey control.
 EW4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4410.See file dsdata.txt to determine how the superseded data were derived.
 EW4410
 EW4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521876(NAD 83)
 EW4410_MARKER: Z = SEE DESCRIPTION
 EW4410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4410_STAMPING: 8-D-22 1939
 EW4410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4410+STABILITY: SURFACE MOTION
 EW4410
 EW4410  HISTORY     - Date     Condition        Report By
 EW4410  HISTORY     - 1939     MONUMENTED       CA1980
 EW4410  HISTORY     - 1968     GOOD             CA1980
 EW4410  HISTORY     - 1971     GOOD             CA1980
 EW4410  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4410
 EW4410                          STATION DESCRIPTION
 EW4410
 EW4410'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4410'AT LOS ANGELES.
 EW4410'STANDARD TRAVERSE MONUMENT CHATSWORTH L-10B, STAMPED 8-D-22
 EW4410'1939, ON THE CENTER LINE INTERSECTION OF TOPANGA CANYON BOULEVARD
 EW4410'AND ROSCOE BOULEVARD.
 EW4410
 EW4410                          STATION RECOVERY (1971)
 EW4410
 EW4410'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW4410'RECOVERED IN GOOD CONDITION.
 EW4410
 EW4410                          STATION RECOVERY (1978)
 EW4410
 EW4410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB3169 ***********************************************************************
 AB3169  DESIGNATION -  8 D 23
 AB3169  PID         -  AB3169
 AB3169  STATE/COUNTY-  CA/LOS ANGELES
 AB3169  USGS QUAD   -  CANOGA PARK (1967)
 AB3169
 AB3169                         *CURRENT SURVEY CONTROL
 AB3169  ___________________________________________________________________
 AB3169* NAD 83(1986)-  34 12 47.     (N)    118 37 27.     (W)     SCALED    
 AB3169* NAVD 88     -       252.655  (meters)     828.92   (feet)  ADJUSTED  
 AB3169  ___________________________________________________________________
 AB3169  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AB3169  DYNAMIC HT  -         252.388 (meters)     828.04  (feet)  COMP
 AB3169  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 AB3169
 AB3169  VERT ORDER  -  THIRD
 AB3169
 AB3169.The horizontal coordinates were scaled from a topographic map and have
 AB3169.an estimated accuracy of +/- 6 seconds.
 AB3169
 AB3169.The orthometric height was determined by differential leveling
 AB3169.and adjusted in November 1996.
 AB3169
 AB3169.The geoid height was determined by GEOID03.
 AB3169
 AB3169.The dynamic height is computed by dividing the NAVD 88
 AB3169.geopotential number by the normal gravity value computed on the
 AB3169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3169.degrees latitude (g = 980.6199 gals.).
 AB3169
 AB3169.The modeled gravity was interpolated from observed gravity values.
 AB3169
 AB3169;                    North         East    Units  Estimated Accuracy
 AB3169;SPC CA 5     -   579,270.    1,942,480.      MT  (+/- 180 meters Scaled)
 AB3169
 AB3169                          SUPERSEDED SURVEY CONTROL
 AB3169
 AB3169.No superseded survey control is available for this station.
 AB3169
 AB3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT503869(NAD 83)
 AB3169_MARKER: DD = SURVEY DISK
 AB3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3169_STAMPING: 8 D 23 1040
 AB3169_MARK LOGO: CA1980
 AB3169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3169+STABILITY: SURFACE MOTION
 AB3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3169+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AB3169
 AB3169  HISTORY     - Date     Condition        Report By
 AB3169  HISTORY     - 1940     MONUMENTED       CA1980
 AB3169  HISTORY     - 19941028 GOOD             MWDSC
 AB3169  HISTORY     - 20050704 GOOD             USPSQD
 AB3169
 AB3169                          STATION DESCRIPTION
 AB3169
 AB3169'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB3169'CANOGA PARK, ON THE CENTERLINE OF FALLBROOK AVE AND 2136 FEET (651.1
 AB3169'M) SOUTH OF ROSCOE BLVD AND 600 FEET (182.9 M) NORTH INGOMAR ST AND IN
 AB3169'FRONT OF HOUSE 7854 FALLBROOK AVE, 40 FEET (12.2 M) WEST OF CURB FACE,
 AB3169'51 FEET (15.5 M) SOUTHEASTERLY OF POWER POLE NO. 268529M.  AND 50 FEET
 AB3169'(15.2 M) NORTHEASTERLY OF STREET LIGHT POLE.  A CITY OF L.A.B.E.
 AB3169'3-1/2 INCH BRASS DISK STAMPED 8 D 23 1940 SET 21 INCHES BELOW ROAD
 AB3169'SURFACE WITH IRON COVER.  REFERENCE MWD LEVEL LINE 35 PG.4 AND MWD FB
 AB3169'4031 01 ---.
 AB3169
 AB3169                          STATION RECOVERY (2005)
 AB3169
 AB3169'RECOVERY NOTE BY US POWER SQUADRON 2005 (AWL)
 AB3169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5345 ***********************************************************************
 EW5345  DESIGNATION -  8 DF USFS
 EW5345  PID         -  EW5345
 EW5345  STATE/COUNTY-  CA/VENTURA
 EW5345  USGS QUAD   -  OJAI (1988)
 EW5345
 EW5345                         *CURRENT SURVEY CONTROL
 EW5345  ___________________________________________________________________
 EW5345* NAD 83(1986)-  34 26 05.     (N)    119 07 38.     (W)     SCALED    
 EW5345* NAVD 88     -       436.137  (meters)    1430.89   (feet)  READJUSTED
 EW5345  ___________________________________________________________________
 EW5345  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EW5345  DYNAMIC HT  -         435.650 (meters)    1429.30  (feet)  COMP
 EW5345  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 EW5345
 EW5345  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5345
 EW5345.The horizontal coordinates were scaled from a topographic map and have
 EW5345.an estimated accuracy of +/- 6 seconds.
 EW5345
 EW5345.The orthometric height was determined by differential leveling
 EW5345.and adjusted in February 1993.
 EW5345.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5345.distribution rate of 0.0 thru 1.0 mm/km.
 EW5345.The height was derived from older observations constrained to new
 EW5345.heights in a crustal motion area.  The height is approximate in
 EW5345.relation to other heights in its vicinity.
 EW5345
 EW5345.The geoid height was determined by GEOID03.
 EW5345
 EW5345.The dynamic height is computed by dividing the NAVD 88
 EW5345.geopotential number by the normal gravity value computed on the
 EW5345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5345.degrees latitude (g = 980.6199 gals.).
 EW5345
 EW5345.The modeled gravity was interpolated from observed gravity values.
 EW5345
 EW5345;                    North         East    Units  Estimated Accuracy
 EW5345;SPC CA 5     -   604,270.    1,896,400.      MT  (+/- 180 meters Scaled)
 EW5345
 EW5345                          SUPERSEDED SURVEY CONTROL
 EW5345
 EW5345  NGVD 29 (??/??/92)  435.338  (m)         1428.27   (f) ADJ UNCH    1 1
 EW5345
 EW5345.Superseded values are not recommended for survey control.
 EW5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5345.See file dsdata.txt to determine how the superseded data were derived.
 EW5345
 EW5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU045124(NAD 83)
 EW5345_MARKER: DD = SURVEY DISK
 EW5345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5345_SP_SET: BRIDGE
 EW5345_STAMPING: 8 DF 1947-1429
 EW5345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW5345+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003
 EW5345
 EW5345  HISTORY     - Date     Condition        Report By
 EW5345  HISTORY     - 1947     MONUMENTED       USFS
 EW5345  HISTORY     - 1977     GOOD             NGS
 EW5345  HISTORY     - 20031023 GOOD             GEOCAC
 EW5345
 EW5345                          STATION DESCRIPTION
 EW5345
 EW5345'DESCRIBED BY US FOREST SERVICE 1947
 EW5345'AT OJAI.
 EW5345'SANTA PAULA, 8.0 MI N ALONG STATE HWY 150, 30 FT N. 13 FT E AND
 EW5345'1.5 FT LOWER THAN T JUNCTION OF E-W HIGHWAY, AND ROAD N, AT
 EW5345'INTERSECTION OF OJAI RD AND KOENIGSTEIN RD, SET ON TOP OF
 EW5345'WINGWALL AT THE SE CORNER OF BRIDGE, STANDARD TABLET STAMPED
 EW5345'8 DF 1947 - 1429.
 EW5345
 EW5345                          STATION RECOVERY (1977)
 EW5345
 EW5345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW5345'ADDITION-25 FT. WEST OF THE SOUTHWEST END OF THE SOUTHWEST WING WALL
 EW5345'OF NEW BRIDGE, 45 FT. WEST OF THE CENTER LINE OF KOENIGSTEIN ROAD, SET
 EW5345'ON TOP OF THE WING WALL AT THE SOUTHEAST CORNER OF THE OLD BRIDGE
 EW5345'FOUNDATION.
 EW5345'OMIT-  13 FT. EAST FROM THE STATEMENT 30 FT. NORTH, 13 FT.
 EW5345'EAST, 1.5 FT.LOWER THAN.
 EW5345
 EW5345                          STATION RECOVERY (2003)
 EW5345
 EW5345'RECOVERY NOTE BY GEOCACHING 2003 (JBC)
 EW5345'NEW TO REACH - FROM JUNCTION OF SR 150 (10TH STREET) AND SR 126
 EW5345'FREEWAY, IN SANTA PAULA, TAKE 10TH ST. NORTHERLY.  AT SANTA PAULA ROAD
 EW5345'(APP. 0.5 MILE), BEAR TO RIGHT ONTO OJAI ROAD, WHICH IS THE
 EW5345'CONTINUATION OF SR 150.  CONTINUE FOR APP. 5.5 MILES TO ENTRANCE TO
 EW5345'ST. THOMAS AQUINAS COLLEGE, ON RIGHT.  CONTINUE ON SR 150 (IT BEARS TO
 EW5345'LEFT HERE) FOR APP. 2.4 MILES TO KOENIGSTEIN ROAD JUNCTION, AND THE
 EW5345'STATION ON THE RIGHT.
 EW5345' 
 EW5345'NEW DESCRIPTION - MARK IS A STANDARD USGS DISK, STAMPED 8 DF 1948, AT
 EW5345'1429 FEET.  IT IS ON TOP OF THE SOUTHEAST WINGWALL OF THE FOUNDATION
 EW5345'FOR THE OLD BRIDGE OVER SISAR CREEK, FOR KOENIGSTEIN ROAD (USFS ROAD
 EW5345'4N04), 45 FEET WEST OF THE CENTER OF THE ROAD, AND 25 FEET WEST OF THE
 EW5345'SOUTHWEST END OF THE SOUTHWEST WINGWALL FOR THE NEW BRIDGE OVER SISAR
 EW5345'CREEK FOR THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0972 ***********************************************************************
 HR0972  DESIGNATION -  8 DOR
 HR0972  PID         -  HR0972
 HR0972  STATE/COUNTY-  CA/MONO
 HR0972  USGS QUAD   -  CONVICT LAKE (1994)
 HR0972
 HR0972                         *CURRENT SURVEY CONTROL
 HR0972  ___________________________________________________________________
 HR0972* NAD 83(1986)-  37 37 07.     (N)    118 49 23.     (W)     SCALED    
 HR0972* NAVD 88     -      2146.770  (meters)    7043.19   (feet)  ADJUSTED  
 HR0972  ___________________________________________________________________
 HR0972  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR0972  DYNAMIC HT  -        2144.050 (meters)    7034.27  (feet)  COMP
 HR0972  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 HR0972  OBS GRAVITY -     979,280.4   (mgal)                       GRAV_OBS
 HR0972
 HR0972  VERT ORDER  -  FIRST     CLASS I
 HR0972
 HR0972.The horizontal coordinates were scaled from a topographic map and have
 HR0972.an estimated accuracy of +/- 6 seconds.
 HR0972
 HR0972.The orthometric height was determined by differential leveling
 HR0972.and adjusted in June 1991.
 HR0972
 HR0972.The geoid height was determined by GEOID03.
 HR0972
 HR0972.The dynamic height is computed by dividing the NAVD 88
 HR0972.geopotential number by the normal gravity value computed on the
 HR0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0972.degrees latitude (g = 980.6199 gals.).
 HR0972
 HR0972.The modeled gravity was interpolated from observed gravity values.
 HR0972.The observed gravity was obtained from relative gravimeter ties
 HR0972.to the IGSN71 gravity network.
 HR0972
 HR0972;                    North         East    Units  Estimated Accuracy
 HR0972;SPC CA 3     -   625,470.    2,148,030.      MT  (+/- 180 meters Scaled)
 HR0972
 HR0972                          SUPERSEDED SURVEY CONTROL
 HR0972
 HR0972.No superseded survey control is available for this station.
 HR0972
 HR0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB391650(NAD 83)
 HR0972_MARKER: DD = SURVEY DISK
 HR0972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HR0972_SP_SET: HEADWALL
 HR0972_STAMPING: 8 DOR 1975
 HR0972_MARK LOGO: USGS  
 HR0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0972+STABILITY: SURFACE MOTION
 HR0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0972+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0972
 HR0972  HISTORY     - Date     Condition        Report By
 HR0972  HISTORY     - 1975     MONUMENTED       USGS
 HR0972  HISTORY     - 1985     GOOD             USGS
 HR0972  HISTORY     - 1986     GOOD             NGS
 HR0972  HISTORY     - 1987     GOOD             NGS
 HR0972  HISTORY     - 19881009 GOOD             NGS
 HR0972
 HR0972                          STATION DESCRIPTION
 HR0972
 HR0972'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0972'RECOVERED IN GOOD CONDITION.
 HR0972
 HR0972                          STATION RECOVERY (1986)
 HR0972
 HR0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0972'13.7 KM (8.5 MI) SE FROM MAMMOTH LAKES.
 HR0972'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0972'MAMMOTH LAKES, THENCE 8.70 KM (5.41 MI) SOUTHEAST ALONG US HIGHWAY
 HR0972'395, ABOUT 300-FEET WEST OF A SMALL GREEN CHURCH, IN TOP OF AND IN THE
 HR0972'CENTER OF THE NORTHEAST HEADWALL FOR A CULVERT UNDER THE HIGHWAY,
 HR0972'11.9 METERS (39 FT) NORTHEAST OF THE CENTER OF THE NORTH BOUND LANES,
 HR0972'18.6 METERS (61 FT) NORTHWEST OF THE CENTER OF BENTON CROSSING ROAD
 HR0972'AND 5.2 METERS (17 FT) EAST OF A LIGHT POLE.
 HR0972'THE MARK IS 1.4 METERS  SE FROM  A WITNESS POST
 HR0972'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HR0972
 HR0972                          STATION RECOVERY (1987)
 HR0972
 HR0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0972'RECOVERED IN GOOD CONDITION.
 HR0972
 HR0972                          STATION RECOVERY (1988)
 HR0972
 HR0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1933 ***********************************************************************
 JT1933  DESIGNATION -  8 E
 JT1933  PID         -  JT1933
 JT1933  STATE/COUNTY-  CA/NAPA
 JT1933  USGS QUAD   -  NAPA (1980)
 JT1933
 JT1933                         *CURRENT SURVEY CONTROL
 JT1933  ___________________________________________________________________
 JT1933* NAD 83(1986)-  38 21 22.     (N)    122 19 22.     (W)     SCALED    
 JT1933* NAVD 88     -        28.34   (+/-2cm)      93.0    (feet)  VERTCON   
 JT1933  ___________________________________________________________________
 JT1933  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JT1933  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1933
 JT1933.The horizontal coordinates were scaled from a topographic map and have
 JT1933.an estimated accuracy of +/- 6 seconds.
 JT1933
 JT1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1933.The vertical order pertains to the NGVD 29 superseded value.
 JT1933
 JT1933.The geoid height was determined by GEOID03.
 JT1933
 JT1933;                    North         East    Units  Estimated Accuracy
 JT1933;SPC CA 2     -   576,580.    1,971,790.      MT  (+/- 180 meters Scaled)
 JT1933
 JT1933                          SUPERSEDED SURVEY CONTROL
 JT1933
 JT1933  NGVD 29 (??/??/92)   27.537  (m)           90.34   (f) ADJ UNCH    1 1
 JT1933
 JT1933.Superseded values are not recommended for survey control.
 JT1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1933.See file dsdata.txt to determine how the superseded data were derived.
 JT1933
 JT1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH591455(NAD 83)
 JT1933_MARKER: DD = SURVEY DISK
 JT1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1933_SP_SET: CONCRETE POST
 JT1933_MARK LOGO: CA2330
 JT1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1933+STABILITY: SURFACE MOTION
 JT1933
 JT1933  HISTORY     - Date     Condition        Report By
 JT1933  HISTORY     - 1971     MONUMENTED       CA2330
 JT1933
 JT1933                          STATION DESCRIPTION
 JT1933
 JT1933'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1933'ALONG OAK KNOLL, 2500 FT (762.0 M) EAST OF ST. HELENA HIGHWAY, 10 FT
 JT1933'(3.0 M) SOUTH OF CENTERLINE AT BOX CULVERT, A WELL TYPE CONCRETE
 JT1933'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0993 ***********************************************************************
 HR0993  DESIGNATION -  8 EGE
 HR0993  PID         -  HR0993
 HR0993  STATE/COUNTY-  CA/MONO
 HR0993  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0993
 HR0993                         *CURRENT SURVEY CONTROL
 HR0993  ___________________________________________________________________
 HR0993* NAD 83(1986)-  37 38 34.     (N)    118 54 20.     (W)     SCALED    
 HR0993* NAVD 88     -      2216.288  (meters)    7271.27   (feet)  ADJUSTED  
 HR0993  ___________________________________________________________________
 HR0993  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR0993  DYNAMIC HT  -        2213.435 (meters)    7261.91  (feet)  COMP
 HR0993  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 HR0993
 HR0993  VERT ORDER  -  FIRST     CLASS I
 HR0993
 HR0993.The horizontal coordinates were scaled from a topographic map and have
 HR0993.an estimated accuracy of +/- 6 seconds.
 HR0993
 HR0993.The orthometric height was determined by differential leveling
 HR0993.and adjusted in June 1991.
 HR0993
 HR0993.The geoid height was determined by GEOID03.
 HR0993
 HR0993.The dynamic height is computed by dividing the NAVD 88
 HR0993.geopotential number by the normal gravity value computed on the
 HR0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0993.degrees latitude (g = 980.6199 gals.).
 HR0993
 HR0993.The modeled gravity was interpolated from observed gravity values.
 HR0993
 HR0993;                    North         East    Units  Estimated Accuracy
 HR0993;SPC CA 3     -   628,030.    2,140,700.      MT  (+/- 180 meters Scaled)
 HR0993
 HR0993                          SUPERSEDED SURVEY CONTROL
 HR0993
 HR0993.No superseded survey control is available for this station.
 HR0993
 HR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB318678(NAD 83)
 HR0993_MARKER: DD = SURVEY DISK
 HR0993_SETTING: 80 = SET IN A BOULDER
 HR0993_SP_SET: IN DRILL HOLE IN A BOULDER
 HR0993_STAMPING: 8 EGE 1983
 HR0993_MARK LOGO: USGS  
 HR0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0993+STABILITY: SURFACE MOTION
 HR0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0993+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0993
 HR0993  HISTORY     - Date     Condition        Report By
 HR0993  HISTORY     - 1983     MONUMENTED       USGS
 HR0993  HISTORY     - 1985     GOOD             USGS
 HR0993  HISTORY     - 1986     GOOD             NGS
 HR0993  HISTORY     - 1987     GOOD             NGS
 HR0993  HISTORY     - 19881009 GOOD             NGS
 HR0993
 HR0993                          STATION DESCRIPTION
 HR0993
 HR0993'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0993'RECOVERED IN GOOD CONDITION.
 HR0993
 HR0993                          STATION RECOVERY (1986)
 HR0993
 HR0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0993'6.0 KM (3.7 MI) EAST FROM MAMMOTH LAKES.
 HR0993'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0993'MAMMOTH LAKES, THENCE 0.34 KM (0.21 MI) SOUTHEAST ALONG OLD US HIGHWAY
 HR0993'395, 54.9 METERS (180 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY AND
 HR0993'45.7 METERS (150 FT) WEST OF A PROMINENT 20- BY 20-FOOT WHITE ALKALI
 HR0993'PATCH, IN TOP OF A 5- BY 12-FOOT BOULDER WHICH PROJECTS 3-FEET ABOVE
 HR0993'THE SURFACE OF THE GROUND.
 HR0993'THE MARK IS 17.0 METERS  N FROM  A WITNESS POST
 HR0993'THE MARK IS 6.9 M ABOVE THE HIGHWAY.
 HR0993
 HR0993                          STATION RECOVERY (1987)
 HR0993
 HR0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0993'RECOVERED IN GOOD CONDITION.
 HR0993
 HR0993                          STATION RECOVERY (1988)
 HR0993
 HR0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4879 ***********************************************************************
 EW4879  DESIGNATION -  8 F 52 CAHD
 EW4879  PID         -  EW4879
 EW4879  STATE/COUNTY-  CA/LOS ANGELES
 EW4879  USGS QUAD   -  OAT MOUNTAIN (1969)
 EW4879
 EW4879                         *CURRENT SURVEY CONTROL
 EW4879  ___________________________________________________________________
 EW4879* NAD 83(1986)-  34 20 32.     (N)    118 31 35.     (W)     SCALED    
 EW4879* NAVD 88     -       526.56   (+/-2cm)    1727.6    (feet)  VERTCON   
 EW4879  ___________________________________________________________________
 EW4879  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EW4879  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4879
 EW4879.The horizontal coordinates were scaled from a topographic map and have
 EW4879.an estimated accuracy of +/- 6 seconds.
 EW4879
 EW4879.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4879.The vertical order pertains to the NGVD 29 superseded value.
 EW4879
 EW4879.The geoid height was determined by GEOID03.
 EW4879
 EW4879;                    North         East    Units  Estimated Accuracy
 EW4879;SPC CA 5     -   593,550.    1,951,570.      MT  (+/- 180 meters Scaled)
 EW4879
 EW4879                          SUPERSEDED SURVEY CONTROL
 EW4879
 EW4879  NGVD 29 (??/??/92)  525.724  (m)         1724.81   (f) ADJ UNCH    1 1
 EW4879
 EW4879.Superseded values are not recommended for survey control.
 EW4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4879.See file dsdata.txt to determine how the superseded data were derived.
 EW4879
 EW4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU596011(NAD 83)
 EW4879_MARKER: P = PIPE CAP
 EW4879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4879+STABILITY: SURFACE MOTION
 EW4879
 EW4879  HISTORY     - Date     Condition        Report By
 EW4879  HISTORY     - UNK      MONUMENTED       CADH
 EW4879  HISTORY     - 1968     GOOD
 EW4879
 EW4879                          STATION DESCRIPTION
 EW4879
 EW4879'DESCRIBED 1968
 EW4879'NEAR NEWHALL.
 EW4879'FORMER GOLDEN STATE HIGHWAY 99 (NOW A FRONTAGE ROAD)-- 3.7 MILES
 EW4879'SOUTHEASTERLY ALONG FREEWAY FROM LYONS AVENUE, 0.24 MILES
 EW4879'NORTHERLY FROM BRIDGE 53-1796 (OVER GOLDEN STATE FREEWAY), ON
 EW4879'CENTER LINE CONSTRUCTION STATION 84+58.13 EC.  SET IN THE TOP
 EW4879'OF A CONCRETE POST.  NOTE-- REDESIGNATED BY CALIFORNIA DIVISION
 EW4879'OF HIGHWAYS AS BM 8-F-68.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2263 ***********************************************************************
 EV2263  DESIGNATION -  8 FMK
 EV2263  PID         -  EV2263
 EV2263  STATE/COUNTY-  CA/KERN
 EV2263  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2263
 EV2263                         *CURRENT SURVEY CONTROL
 EV2263  ___________________________________________________________________
 EV2263* NAD 83(1986)-  34 59 36.     (N)    117 41 46.     (W)     SCALED    
 EV2263* NAVD 88     -       739.107  (meters)    2424.89   (feet)  ADJUSTED  
 EV2263  ___________________________________________________________________
 EV2263  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2263  DYNAMIC HT  -         738.276 (meters)    2422.16  (feet)  COMP
 EV2263  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EV2263
 EV2263  VERT ORDER  -  FIRST     CLASS I
 EV2263
 EV2263.The horizontal coordinates were scaled from a topographic map and have
 EV2263.an estimated accuracy of +/- 6 seconds.
 EV2263
 EV2263.The orthometric height was determined by differential leveling
 EV2263.and adjusted in June 1991.
 EV2263
 EV2263.The geoid height was determined by GEOID03.
 EV2263
 EV2263.The dynamic height is computed by dividing the NAVD 88
 EV2263.geopotential number by the normal gravity value computed on the
 EV2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2263.degrees latitude (g = 980.6199 gals.).
 EV2263
 EV2263.The modeled gravity was interpolated from observed gravity values.
 EV2263
 EV2263;                    North         East    Units  Estimated Accuracy
 EV2263;SPC CA 5     -   665,690.    2,027,740.      MT  (+/- 180 meters Scaled)
 EV2263
 EV2263                          SUPERSEDED SURVEY CONTROL
 EV2263
 EV2263  NGVD 29 (??/??/92)  738.305  (m)         2422.26   (f) ADJ UNCH    1 1
 EV2263
 EV2263.Superseded values are not recommended for survey control.
 EV2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2263.See file dsdata.txt to determine how the superseded data were derived.
 EV2263
 EV2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU364725(NAD 83)
 EV2263_MARKER: DD = SURVEY DISK
 EV2263_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2263_SP_SET: 10 FEET
 EV2263_STAMPING: 8 FMK 1973
 EV2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2263+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 EV2263
 EV2263  HISTORY     - Date     Condition        Report By
 EV2263  HISTORY     - 1973     MONUMENTED       USGS
 EV2263  HISTORY     - 1974     GOOD             NGS
 EV2263  HISTORY     - 1977     GOOD             NGS
 EV2263  HISTORY     - 20070914 GOOD             GEOCAC
 EV2263
 EV2263                          STATION DESCRIPTION
 EV2263
 EV2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2263'2.6 MI W FROM BORON.
 EV2263'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2263'FROM THE STATION AT BORON, THENCE 1.55 MILES SOUTHWEST ALONG
 EV2263'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 4 POLES
 EV2263'NORTHEAST OF BENCH MARK 7 FMK (USGS), 45.0 FEET SOUTHEAST OF
 EV2263'THE SOUTHEAST RAIL, 57 1/2 FEET NORTHWEST OF THE CENTER LINE
 EV2263'OF A BLADED ROAD, 5 1/2 FEET NORTHEAST OF TELEPHONE POLE 17742, 1.4
 EV2263'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 EV2263'TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A
 EV2263'DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 EV2263'6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 EV2263'SECTION 2, T 10N, R 8W
 EV2263
 EV2263                          STATION RECOVERY (1977)
 EV2263
 EV2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2263'OMIT-1.4 FEET SOUTHWEST OF A WITNESS POST.
 EV2263
 EV2263                          STATION RECOVERY (2007)
 EV2263
 EV2263'RECOVERY NOTE BY GEOCACHING 2007 (LH)
 EV2263'RECOVERED IN GOOD SHAPE EXCEPT FOR PLASTIC SLEEVE WHICH IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0163 ***********************************************************************
 DW0163  DESIGNATION -  8 JD
 DW0163  PID         -  DW0163
 DW0163  STATE/COUNTY-  CA/IMPERIAL
 DW0163  USGS QUAD   -  NILAND (1992)
 DW0163
 DW0163                         *CURRENT SURVEY CONTROL
 DW0163  ___________________________________________________________________
 DW0163* NAD 83(1986)-  33 10 36.     (N)    115 34 51.     (W)     SCALED    
 DW0163* NAVD 88     -       -65.464  (meters)    -214.78   (feet)  ADJUSTED  
 DW0163  ___________________________________________________________________
 DW0163  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DW0163  DYNAMIC HT  -         -65.393 (meters)    -214.54  (feet)  COMP
 DW0163  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DW0163
 DW0163  VERT ORDER  -  FIRST     CLASS I
 DW0163
 DW0163.The horizontal coordinates were scaled from a topographic map and have
 DW0163.an estimated accuracy of +/- 6 seconds.
 DW0163
 DW0163.The orthometric height was determined by differential leveling
 DW0163.and adjusted in March 1994.
 DW0163
 DW0163.The geoid height was determined by GEOID03.
 DW0163
 DW0163.The dynamic height is computed by dividing the NAVD 88
 DW0163.geopotential number by the normal gravity value computed on the
 DW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0163.degrees latitude (g = 980.6199 gals.).
 DW0163
 DW0163.The modeled gravity was interpolated from observed gravity values.
 DW0163
 DW0163;                    North         East    Units  Estimated Accuracy
 DW0163;SPC CA 6     -   612,210.    2,062,410.      MT  (+/- 180 meters Scaled)
 DW0163
 DW0163                          SUPERSEDED SURVEY CONTROL
 DW0163
 DW0163  NGVD 29 (??/??/??)  -66.134  (m)         -216.97   (f) ADJUSTED    1 1
 DW0163
 DW0163.Superseded values are not recommended for survey control.
 DW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0163.See file dsdata.txt to determine how the superseded data were derived.
 DW0163
 DW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS323717(NAD 83)
 DW0163_MARKER: DD = SURVEY DISK
 DW0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0163_SP_SET: WINGWALL
 DW0163_STAMPING: 8 JD USGS 1955
 DW0163_MARK LOGO: USGS  
 DW0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0163+STABILITY: SURFACE MOTION
 DW0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0163+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1991
 DW0163
 DW0163  HISTORY     - Date     Condition        Report By
 DW0163  HISTORY     - 1955     MONUMENTED       USGS
 DW0163  HISTORY     - 1974     GOOD             NGS
 DW0163  HISTORY     - 1976     GOOD             NGS
 DW0163  HISTORY     - 1976     GOOD             CA-025
 DW0163  HISTORY     - 1982     GOOD             CA-025
 DW0163  HISTORY     - 1987     GOOD             CA-025
 DW0163  HISTORY     - 19890217 GOOD             CA-025
 DW0163  HISTORY     - 19911030 GOOD             CA-025
 DW0163
 DW0163                          STATION DESCRIPTION
 DW0163
 DW0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DW0163'7.6 MI NW FROM CALIPATRIA.
 DW0163'3.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DW0163'THE CROSSING OF MAIN STREET AT CALIPATRIA, THENCE 4.15 MILES
 DW0163'WEST ALONG SINCLAIR ROAD, AT THE JUNCTION OF KALIN ROAD, IN THE
 DW0163'TOP OF THE EAST WING WALL OF A SIPHON IN THE VAIL LATERAL, 23
 DW0163'FEET NORTH OF THE CENTERLINE OF THE ROAD, 52 FEET WEST OF THE
 DW0163'EXTENDED CENTER LINE OF KALIN ROAD, 30.3 FEET WEST OF POWER POLE
 DW0163'R 6944 ID BEARING A TRANSFORMER, 4.4 FEET NORTH OF THE EAST CORNER
 DW0163'OF A HEADWALL, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- PREVIOUSLY
 DW0163'DESIGNATED C 72 (I CO)=8 JD (USGS)  SECTION 26, T11S, R13E
 DW0163
 DW0163                          STATION RECOVERY (1976)
 DW0163
 DW0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DW0163'3.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DW0163'THE CROSSING OF MAIN STREET AT CALIPATRIA, THENCE 4.25 MILES WEST
 DW0163'ALONG A COUNTY ROAD (SINCLAIR), AT THE JUNCTION OF A PAVED ROAD
 DW0163'(KALIN), 22.5 FT. NORTH OF THE CENTER LINE OF SINCLAIR ROAD,
 DW0163'52 FT. WEST OF THE EXTENDED CENTER LINE OF KALIN ROAD, SET IN
 DW0163'TOP AND 5 FT. NORTH OF THE SOUTH END OF THE EAST CONCRETE
 DW0163'WING WALL FOR A SIPHON IN VAIL LATERAL NUMBER 2 UNDER SINCLAIR
 DW0163'ROAD.
 DW0163
 DW0163                          STATION RECOVERY (1976)
 DW0163
 DW0163'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1976
 DW0163'ABOUT 3.65 MILES NORTH ON STATE HIGHWAY NO. 111 FROM MAIN STREET IN
 DW0163'CALIPATRIA THEN 3.65 MILES WEST ON A PAVED COUNTY (SINCLAIR) ROAD, 22
 DW0163'FEET NORTH OF THE CENTERLINE OF SINCLAIR ROAD, 52 FEET WEST OF THE
 DW0163'CENTERLINE OF A PAVED COUNTY (KALIN) ROAD, SET ON TOP AND AT THE
 DW0163'CENTERLINE OF EAST WINGWALL OF NORTH CONCRETE HEADWALL OF A SIPHON IN
 DW0163'VAIL LATERAL NO. 2 UNDER SINCLAIR ROAD.  SEC 26, T 11 S., R 13 E.
 DW0163
 DW0163                          STATION RECOVERY (1982)
 DW0163
 DW0163'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1982
 DW0163'RECOVERED IN GOOD CONDITION.
 DW0163
 DW0163                          STATION RECOVERY (1987)
 DW0163
 DW0163'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1987
 DW0163'RECOVERED IN GOOD CONDITION.
 DW0163
 DW0163                          STATION RECOVERY (1989)
 DW0163
 DW0163'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW0163'RECOVERED IN GOOD CONDITION.
 DW0163
 DW0163                          STATION RECOVERY (1991)
 DW0163
 DW0163'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DW0163'ABOUT 3.65 MI (5.87 KM) NORTH ON STATE HIGHWAY 111 FROM MAIN STREET IN
 DW0163'CALIPATRIA, THEN 3.65 MI (5.87 KM) WEST ON A PAVED COUNTY (SINCLAIR)
 DW0163'ROAD, 22 FT (6.7 M) NORTH OF THE CENTERLINE OF SINCLAIR ROAD, 52 FT
 DW0163'(15.8 M) WEST OF THE CENTERLINE OF A PAVED COUNTY (KALIN) ROAD, SET
 DW0163'ON TOP AND AT THE CENTERLINE OF EAST WINGWALL OF NORTH CONCRETE
 DW0163'HEADWALL OF A SIPHON IN VAIL LATERAL NO. 2 UNDER SINCLAIR ROAD.
 DW0163'SECTION 26, T11S, R13E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2346 ***********************************************************************
 EW2346  DESIGNATION -  8 M 10 C OF LA
 EW2346  PID         -  EW2346
 EW2346  STATE/COUNTY-  CA/LOS ANGELES
 EW2346  USGS QUAD   -  VAN NUYS (1972)
 EW2346
 EW2346                         *CURRENT SURVEY CONTROL
 EW2346  ___________________________________________________________________
 EW2346* NAD 83(1986)-  34 13 18.     (N)    118 23 48.     (W)     SCALED    
 EW2346* NAVD 88     -       251.92   (+/-2cm)     826.5    (feet)  VERTCON   
 EW2346  ___________________________________________________________________
 EW2346  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EW2346  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2346
 EW2346.The horizontal coordinates were scaled from a topographic map and have
 EW2346.an estimated accuracy of +/- 6 seconds.
 EW2346
 EW2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2346.The vertical order pertains to the NGVD 29 superseded value.
 EW2346
 EW2346.The geoid height was determined by GEOID03.
 EW2346
 EW2346;                    North         East    Units  Estimated Accuracy
 EW2346;SPC CA 5     -   580,120.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2346
 EW2346                          SUPERSEDED SURVEY CONTROL
 EW2346
 EW2346  NGVD 29 (??/??/92)  251.14   (m)          823.9    (f) COMPUTED    1 1
 EW2346
 EW2346.Superseded values are not recommended for survey control.
 EW2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2346.See file dsdata.txt to determine how the superseded data were derived.
 EW2346
 EW2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713876(NAD 83)
 EW2346_MARKER: Z = SEE DESCRIPTION
 EW2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2346_STAMPING: 8-M-10 1940
 EW2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2346+STABILITY: SURFACE MOTION
 EW2346
 EW2346  HISTORY     - Date     Condition        Report By
 EW2346  HISTORY     - 1940     MONUMENTED       CA1980
 EW2346  HISTORY     - 1968     GOOD             CA1980
 EW2346
 EW2346                          STATION DESCRIPTION
 EW2346
 EW2346'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2346'IN LOS ANGELES.
 EW2346'STANDARD TRIANGULATION MONUMENT SUNLAND A-10, STAMPED 8-M-10
 EW2346'1940, 19.7 FEET EAST OF THE CENTER LINE OF LAUREL CANYON BOULEVARD,
 EW2346'8.8 FEET SOUTH OF THE CENTER LINE OF ROSCOE BOULEVARD FROM THE
 EW2346'EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2334 ***********************************************************************
 EW2334  DESIGNATION -  8 M 21 C OF LA
 EW2334  PID         -  EW2334
 EW2334  STATE/COUNTY-  CA/LOS ANGELES
 EW2334  USGS QUAD   -  VAN NUYS (1972)
 EW2334
 EW2334                         *CURRENT SURVEY CONTROL
 EW2334  ___________________________________________________________________
 EW2334* NAD 83(1986)-  34 12 58.     (N)    118 23 47.     (W)     SCALED    
 EW2334* NAVD 88     -       245.90   (+/-2cm)     806.8    (feet)  VERTCON   
 EW2334  ___________________________________________________________________
 EW2334  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EW2334  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2334
 EW2334.The horizontal coordinates were scaled from a topographic map and have
 EW2334.an estimated accuracy of +/- 6 seconds.
 EW2334
 EW2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2334.The vertical order pertains to the NGVD 29 superseded value.
 EW2334
 EW2334.The geoid height was determined by GEOID03.
 EW2334
 EW2334;                    North         East    Units  Estimated Accuracy
 EW2334;SPC CA 5     -   579,510.    1,963,470.      MT  (+/- 180 meters Scaled)
 EW2334
 EW2334                          SUPERSEDED SURVEY CONTROL
 EW2334
 EW2334  NGVD 29 (??/??/92)  245.12   (m)          804.2    (f) COMPUTED    1 1
 EW2334
 EW2334.Superseded values are not recommended for survey control.
 EW2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2334.See file dsdata.txt to determine how the superseded data were derived.
 EW2334
 EW2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713870(NAD 83)
 EW2334_MARKER: Z = SEE DESCRIPTION
 EW2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2334_STAMPING: 8-M-21 1941
 EW2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2334+STABILITY: SURFACE MOTION
 EW2334
 EW2334  HISTORY     - Date     Condition        Report By
 EW2334  HISTORY     - 1941     MONUMENTED       CA1980
 EW2334  HISTORY     - 1968     GOOD             CA1980
 EW2334
 EW2334                          STATION DESCRIPTION
 EW2334
 EW2334'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2334'IN LOS ANGELES.
 EW2334'STANDARD TRAVERSE MONUMENT SUNLAND A-11B, STAMPED 8-M-21 1941,
 EW2334'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2334'STRATHERN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2356 ***********************************************************************
 EW2356  DESIGNATION -  8 N 20 C OF LA
 EW2356  PID         -  EW2356
 EW2356  STATE/COUNTY-  CA/LOS ANGELES
 EW2356  USGS QUAD   -  VAN NUYS (1972)
 EW2356
 EW2356                         *CURRENT SURVEY CONTROL
 EW2356  ___________________________________________________________________
 EW2356* NAD 83(1986)-  34 13 45.     (N)    118 23 00.     (W)     SCALED    
 EW2356* NAVD 88     -       262.12   (+/-2cm)     860.0    (feet)  VERTCON   
 EW2356  ___________________________________________________________________
 EW2356  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EW2356  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2356
 EW2356.The horizontal coordinates were scaled from a topographic map and have
 EW2356.an estimated accuracy of +/- 6 seconds.
 EW2356
 EW2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2356.The vertical order pertains to the NGVD 29 superseded value.
 EW2356
 EW2356.The geoid height was determined by GEOID03.
 EW2356
 EW2356;                    North         East    Units  Estimated Accuracy
 EW2356;SPC CA 5     -   580,950.    1,964,680.      MT  (+/- 180 meters Scaled)
 EW2356
 EW2356                          SUPERSEDED SURVEY CONTROL
 EW2356
 EW2356  NGVD 29 (??/??/92)  261.332  (m)          857.39   (f) ADJ UNCH    1 1
 EW2356
 EW2356.Superseded values are not recommended for survey control.
 EW2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2356.See file dsdata.txt to determine how the superseded data were derived.
 EW2356
 EW2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT725884(NAD 83)
 EW2356_MARKER: DE = TRAVERSE STATION DISK
 EW2356_SETTING: 0 = UNSPECIFIED SETTING
 EW2356_STAMPING: 8-N-20 1941
 EW2356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2356
 EW2356  HISTORY     - Date     Condition        Report By
 EW2356  HISTORY     - 1941     MONUMENTED       CA1980
 EW2356  HISTORY     - 1968     GOOD             CA1980
 EW2356  HISTORY     - 1971     GOOD             CA1980
 EW2356
 EW2356                          STATION DESCRIPTION
 EW2356
 EW2356'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2356'IN LOS ANGELES.
 EW2356'STANDARD TRAVERSE MONUMENT SUNLAND C-9B, STAMPED 8-N-20 1941,
 EW2356'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY IN SAN FERNANDO
 EW2356'ROAD, ABOUT 550 FEET SOUTHEAST OF A POINT AT NINETY DEGREES
 EW2356'TO THE CENTER LINE INTERSECTION OF PENDLETON STREET AND THE
 EW2356'SOUTHWEST ROADWAY OF SAN FERNANDO ROAD, 40.0 FEET NORTHEAST
 EW2356'OF THE CENTER LINE AND 3 FEET NORTHEAST OF THE NORTHEAST CURB
 EW2356'LINE OF SAN FERNANDO ROAD, SOUTHWEST ROADWAY.
 EW2356
 EW2356                          STATION RECOVERY (1971)
 EW2356
 EW2356'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2339 ***********************************************************************
 EW2339  DESIGNATION -  8 N 21 C OF LA
 EW2339  PID         -  EW2339
 EW2339  STATE/COUNTY-  CA/LOS ANGELES
 EW2339  USGS QUAD   -  VAN NUYS (1972)
 EW2339
 EW2339                         *CURRENT SURVEY CONTROL
 EW2339  ___________________________________________________________________
 EW2339* NAD 83(1986)-  34 13 32.     (N)    118 22 41.     (W)     SCALED    
 EW2339* NAVD 88     -       258.157  (meters)     846.97   (feet)  READJUSTED
 EW2339  ___________________________________________________________________
 EW2339  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2339  DYNAMIC HT  -         257.880 (meters)     846.06  (feet)  COMP
 EW2339  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 EW2339  OBS GRAVITY -     979,552.2   (mgal)                       GRAV_OBS
 EW2339
 EW2339  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW2339
 EW2339.The horizontal coordinates were scaled from a topographic map and have
 EW2339.an estimated accuracy of +/- 6 seconds.
 EW2339
 EW2339.The orthometric height was determined by differential leveling
 EW2339.and adjusted in February 1993.
 EW2339.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW2339.distribution rate of 0.0 thru 1.0 mm/km.
 EW2339.The height was derived from older observations constrained to new
 EW2339.heights in a crustal motion area.  The height is approximate in
 EW2339.relation to other heights in its vicinity.
 EW2339
 EW2339.The geoid height was determined by GEOID03.
 EW2339
 EW2339.The dynamic height is computed by dividing the NAVD 88
 EW2339.geopotential number by the normal gravity value computed on the
 EW2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2339.degrees latitude (g = 980.6199 gals.).
 EW2339
 EW2339.The modeled gravity was interpolated from observed gravity values.
 EW2339.The observed gravity was obtained from relative gravimeter ties
 EW2339.to the IGSN71 gravity network.
 EW2339
 EW2339;                    North         East    Units  Estimated Accuracy
 EW2339;SPC CA 5     -   580,550.    1,965,170.      MT  (+/- 180 meters Scaled)
 EW2339
 EW2339                          SUPERSEDED SURVEY CONTROL
 EW2339
 EW2339.No superseded survey control is available for this station.
 EW2339
 EW2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT730880(NAD 83)
 EW2339_MARKER: DE = TRAVERSE STATION DISK
 EW2339_SETTING: 0 = UNSPECIFIED SETTING
 EW2339_STAMPING: 8-N-21 1941
 EW2339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2339
 EW2339  HISTORY     - Date     Condition        Report By
 EW2339  HISTORY     - 1941     MONUMENTED       CA1980
 EW2339  HISTORY     - 1968     GOOD             CA1980
 EW2339  HISTORY     - 1971     GOOD             CA1980
 EW2339  HISTORY     - 1978     GOOD             NGS
 EW2339
 EW2339                          STATION DESCRIPTION
 EW2339
 EW2339'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2339'IN LOS ANGELES.
 EW2339'STANDARD TRAVERSE MONUMENT SUNLAND C-9C, STAMPED 8-N-21 1941,
 EW2339'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY IN SAN FERNANDO
 EW2339'ROAD, ON THE NORTHEASTERLY PRODUCTION OF THE CENTER LINE OF
 EW2339'LUDDINGTON STREET, 40.54 FEET NORTHEAST OF THE CENTER LINE
 EW2339'TANGENT, FROM THE SOUTHEAST, OF A CURVE IN SAN FERNANDO ROAD
 EW2339'SOUTHWEST ROADWAY, 3.3 FEET NORTHEAST OF THE NORTHEAST CURB LINE
 EW2339'OF AFOREMENTIONED ROADWAY.
 EW2339
 EW2339                          STATION RECOVERY (1971)
 EW2339
 EW2339'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2339'RECOVERED IN GOOD CONDITION.
 EW2339
 EW2339                          STATION RECOVERY (1978)
 EW2339
 EW2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2124 ***********************************************************************
 EW2124  DESIGNATION -  8 N 22
 EW2124  PID         -  EW2124
 EW2124  STATE/COUNTY-  CA/LOS ANGELES
 EW2124  USGS QUAD   -  BURBANK (1994)
 EW2124
 EW2124                         *CURRENT SURVEY CONTROL
 EW2124  ___________________________________________________________________
 EW2124* NAD 83(1986)-  34 13 12.     (N)    118 22 15.     (W)     SCALED    
 EW2124* NAVD 88     -       249.345  (meters)     818.06   (feet)  ADJUSTED  
 EW2124  ___________________________________________________________________
 EW2124  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2124  DYNAMIC HT  -         249.077 (meters)     817.18  (feet)  COMP
 EW2124  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 EW2124
 EW2124  VERT ORDER  -  FIRST     CLASS I
 EW2124
 EW2124.The horizontal coordinates were scaled from a topographic map and have
 EW2124.an estimated accuracy of +/- 6 seconds.
 EW2124
 EW2124.The orthometric height was determined by differential leveling
 EW2124.and adjusted in June 1995.
 EW2124
 EW2124.The geoid height was determined by GEOID03.
 EW2124
 EW2124.The dynamic height is computed by dividing the NAVD 88
 EW2124.geopotential number by the normal gravity value computed on the
 EW2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2124.degrees latitude (g = 980.6199 gals.).
 EW2124
 EW2124.The modeled gravity was interpolated from observed gravity values.
 EW2124
 EW2124;                    North         East    Units  Estimated Accuracy
 EW2124;SPC CA 5     -   579,930.    1,965,830.      MT  (+/- 180 meters Scaled)
 EW2124
 EW2124                          SUPERSEDED SURVEY CONTROL
 EW2124
 EW2124  NAVD 88 (06/15/91)  249.335  (m)          818.03   (f) UNKNOWN     1 1
 EW2124
 EW2124.Superseded values are not recommended for survey control.
 EW2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2124.See file dsdata.txt to determine how the superseded data were derived.
 EW2124
 EW2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737873(NAD 83)
 EW2124_MARKER: DE = TRAVERSE STATION DISK
 EW2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2124_SP_SET: CURB
 EW2124_STAMPING: 8.N.22 1941
 EW2124_MARK LOGO: CA1980
 EW2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2124+STABILITY: SURFACE MOTION
 EW2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW2124+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1994
 EW2124
 EW2124  HISTORY     - Date     Condition        Report By
 EW2124  HISTORY     - 1941     MONUMENTED       CA1980
 EW2124  HISTORY     - 1968     SEE DESCRIPTION  CA1980
 EW2124  HISTORY     - 1971     SEE DESCRIPTION  CA1980
 EW2124  HISTORY     - 1978     GOOD             NGS
 EW2124  HISTORY     - 1983     GOOD             USGS
 EW2124  HISTORY     - 1984     GOOD             NGS
 EW2124  HISTORY     - 1985     GOOD             NGS
 EW2124  HISTORY     - 1986     GOOD             NGS
 EW2124  HISTORY     - 1987     GOOD             NGS
 EW2124  HISTORY     - 19940717 GOOD             NGS
 EW2124
 EW2124                          STATION DESCRIPTION
 EW2124
 EW2124'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2124'IN LOS ANGELES.
 EW2124'STANDARD TRAVERSE MONUMENT SUNLAND D-10B, STAMPED 8-N-22 1941,
 EW2124'IN THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY IN SAN FERNANDO
 EW2124'ROAD, ON THE NORTHERLY PRODUCTION OF THE CENTER LINE OF VINELAND
 EW2124'AVENUE, 51.75 FEET NORTH OF THE CENTER LINE OF SAN FERNANDO
 EW2124'ROAD, SOUTHWEST ROADWAY, 10 FEET NORTH OF A LEAD AND TACK IN
 EW2124'THE NORTHEAST CURB OF SAID ROADWAY, ON THE AFOREMENTIONED
 EW2124'NORTHERLY PRODUCTION OF THE VINELAND AVENUE CENTER LINE.
 EW2124
 EW2124                          STATION RECOVERY (1971)
 EW2124
 EW2124'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW2124'RECOVERED AS DESCRIBED.
 EW2124
 EW2124                          STATION RECOVERY (1978)
 EW2124
 EW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW2124'RECOVERED IN GOOD CONDITION.
 EW2124
 EW2124                          STATION RECOVERY (1983)
 EW2124
 EW2124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW2124'RECOVERED IN GOOD CONDITION.
 EW2124
 EW2124                          STATION RECOVERY (1984)
 EW2124
 EW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EW2124'RECOVERED IN GOOD CONDITION.
 EW2124
 EW2124                          STATION RECOVERY (1985)
 EW2124
 EW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EW2124'RECOVERED IN GOOD CONDITION.
 EW2124
 EW2124                          STATION RECOVERY (1986)
 EW2124
 EW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EW2124'RECOVERED IN GOOD CONDITION.
 EW2124
 EW2124                          STATION RECOVERY (1987)
 EW2124
 EW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2124'RECOVERED IN GOOD CONDITION.
 EW2124
 EW2124                          STATION RECOVERY (1994)
 EW2124
 EW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2124'1.2 KM (0.75 MI) SOUTHEASTERLY ALONG SAN FERNANDO ROAD FROM THE
 EW2124'JUNCTION OF INTERSTATE HIGHWAY 5 IN SUN VALLEY, 25.0 M (82.0 FT)
 EW2124'NORTHWEST OF THE EXTENDED CENTERLINE OF VINELAND AVENUE, 8.6 M (28.2
 EW2124'FT) SOUTHWEST OF THE NEAR RAIL OF A SIDE TRACK OF THE SOUTHERN PACIFIC
 EW2124'RAILROAD, 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 EW2124'NORTH-WESTBOUND LANES OF THE ROAD, 0.4 M (1.3 FT) WEST OF A WITNESS
 EW2124'POST, AND THE MONUMENT IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND
 EW2124'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2407 ***********************************************************************
 HS2407  DESIGNATION -  8 NWW
 HS2407  PID         -  HS2407
 HS2407  STATE/COUNTY-  CA/STANISLAUS
 HS2407  USGS QUAD   -  NEWMAN (1978)
 HS2407
 HS2407                         *CURRENT SURVEY CONTROL
 HS2407  ___________________________________________________________________
 HS2407* NAD 83(1986)-  37 18 51.     (N)    121 01 12.     (W)     SCALED    
 HS2407* NAVD 88     -        27.54   (+/-2cm)      90.4    (feet)  VERTCON   
 HS2407  ___________________________________________________________________
 HS2407  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2407  VERT ORDER  -  THIRD (See Below)
 HS2407
 HS2407.The horizontal coordinates were scaled from a topographic map and have
 HS2407.an estimated accuracy of +/- 6 seconds.
 HS2407
 HS2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2407.The vertical order pertains to the NGVD 29 superseded value.
 HS2407
 HS2407.The geoid height was determined by GEOID03.
 HS2407
 HS2407;                    North         East    Units  Estimated Accuracy
 HS2407;SPC CA 3     -   590,490.    1,953,910.      MT  (+/- 180 meters Scaled)
 HS2407
 HS2407                          SUPERSEDED SURVEY CONTROL
 HS2407
 HS2407  NGVD 29 (??/??/??)   26.79   (m)           87.9    (f) RESET       3  
 HS2407
 HS2407.Superseded values are not recommended for survey control.
 HS2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2407.See file dsdata.txt to determine how the superseded data were derived.
 HS2407
 HS2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG754315(NAD 83)
 HS2407_MARKER: B = BOLT
 HS2407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2407_SP_SET: WATER TANK LEG
 HS2407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2407
 HS2407  HISTORY     - Date     Condition        Report By
 HS2407  HISTORY     - UNK      MONUMENTED       CA2390
 HS2407  HISTORY     - 1961     MARK NOT FOUND   NGS
 HS2407
 HS2407                          STATION DESCRIPTION
 HS2407
 HS2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS2407'AT NEWMAN.
 HS2407'IN NEWMAN, STANISLAUS COUNTY, AT THE SPRR WATER TANK, TOP OF
 HS2407'BOLT AT CENTER OF FOOT PLATE, AT WEST LEG ON SOUTH SIDE OF
 HS2407'TANK.  NOTE-- THIS MARK IS COVERED BY THE SOUTHWEST LEG OF A
 HS2407'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5421 ***********************************************************************
 DX5421  DESIGNATION -  8 OJA
 DX5421  PID         -  DX5421
 DX5421  STATE/COUNTY-  CA/RIVERSIDE
 DX5421  USGS QUAD   -  LAKEVIEW (1979)
 DX5421
 DX5421                         *CURRENT SURVEY CONTROL
 DX5421  ___________________________________________________________________
 DX5421* NAD 83(1986)-  33 48 21.     (N)    117 02 21.     (W)     SCALED    
 DX5421* NAVD 88     -       456.193  (meters)    1496.69   (feet)  ADJUSTED  
 DX5421  ___________________________________________________________________
 DX5421  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5421  DYNAMIC HT  -         455.663 (meters)    1494.95  (feet)  COMP
 DX5421  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DX5421
 DX5421  VERT ORDER  -  FIRST     CLASS II
 DX5421
 DX5421.The horizontal coordinates were scaled from a topographic map and have
 DX5421.an estimated accuracy of +/- 6 seconds.
 DX5421
 DX5421.The orthometric height was determined by differential leveling
 DX5421.and adjusted in January 1993.
 DX5421
 DX5421.The geoid height was determined by GEOID03.
 DX5421
 DX5421.The dynamic height is computed by dividing the NAVD 88
 DX5421.geopotential number by the normal gravity value computed on the
 DX5421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5421.degrees latitude (g = 980.6199 gals.).
 DX5421
 DX5421.The modeled gravity was interpolated from observed gravity values.
 DX5421
 DX5421;                    North         East    Units  Estimated Accuracy
 DX5421;SPC CA 6     -   682,070.    1,926,930.      MT  (+/- 180 meters Scaled)
 DX5421
 DX5421                          SUPERSEDED SURVEY CONTROL
 DX5421
 DX5421.No superseded survey control is available for this station.
 DX5421
 DX5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT963406(NAD 83)
 DX5421_MARKER: DB = BENCH MARK DISK
 DX5421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX5421_SP_SET: IN TOP OF CONCRETE CHUTE
 DX5421_STAMPING: 8 0JA 1967
 DX5421_MARK LOGO: MWDSC 
 DX5421_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5421+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5421
 DX5421  HISTORY     - Date     Condition        Report By
 DX5421  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5421
 DX5421                          STATION DESCRIPTION
 DX5421
 DX5421'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5421'5.0 MILES (8.0 KM) NORTHWEST OF SAN JACINTO, 1.2 MILES (1.9 KM)
 DX5421'SOUTHWEST OF THE INTERSECTION OF RAMONA EXPRESSWAY AND WARREN ROAD,
 DX5421'APPROXIMATELY 1250 FEET (381.0 M) NORTHWEST OF BENCH MARK 9 OJA, ON
 DX5421'THE NORTHEAST CORNER OF A CONCRETE OVERCHUTE ACROSS THE CASA LOMA
 DX5421'CANAL, FOUND 3 INCH STANDARD BRASS MWD DISK, SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5423 ***********************************************************************
 DX5423  DESIGNATION -  8 PCL
 DX5423  PID         -  DX5423
 DX5423  STATE/COUNTY-  CA/RIVERSIDE
 DX5423  USGS QUAD   -  LAKEVIEW (1979)
 DX5423
 DX5423                         *CURRENT SURVEY CONTROL
 DX5423  ___________________________________________________________________
 DX5423* NAD 83(1986)-  33 49 13.     (N)    117 02 52.     (W)     SCALED    
 DX5423* NAVD 88     -       454.298  (meters)    1490.48   (feet)  ADJUSTED  
 DX5423  ___________________________________________________________________
 DX5423  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DX5423  DYNAMIC HT  -         453.770 (meters)    1488.74  (feet)  COMP
 DX5423  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 DX5423
 DX5423  VERT ORDER  -  FIRST     CLASS II
 DX5423
 DX5423.The horizontal coordinates were scaled from a topographic map and have
 DX5423.an estimated accuracy of +/- 6 seconds.
 DX5423
 DX5423.The orthometric height was determined by differential leveling
 DX5423.and adjusted in January 1993.
 DX5423
 DX5423.The geoid height was determined by GEOID03.
 DX5423
 DX5423.The dynamic height is computed by dividing the NAVD 88
 DX5423.geopotential number by the normal gravity value computed on the
 DX5423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5423.degrees latitude (g = 980.6199 gals.).
 DX5423
 DX5423.The modeled gravity was interpolated from observed gravity values.
 DX5423
 DX5423;                    North         East    Units  Estimated Accuracy
 DX5423;SPC CA 6     -   683,680.    1,926,140.      MT  (+/- 180 meters Scaled)
 DX5423
 DX5423                          SUPERSEDED SURVEY CONTROL
 DX5423
 DX5423.No superseded survey control is available for this station.
 DX5423
 DX5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT955422(NAD 83)
 DX5423_MARKER: DD = SURVEY DISK
 DX5423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5423_SP_SET: TOP OF CANAL SIPHON HEADWALL
 DX5423_STAMPING: 8 PCL 1967
 DX5423_MARK LOGO: MWDSC 
 DX5423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5423+STABILITY: SURFACE MOTION
 DX5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5423+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 DX5423
 DX5423  HISTORY     - Date     Condition        Report By
 DX5423  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5423  HISTORY     - 19921124 GOOD             MWDSC
 DX5423
 DX5423                          STATION DESCRIPTION
 DX5423
 DX5423'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5423'5.9 MILES (9.5 KM) NORTHWEST OF SAN JACINTO, 0.9 MILES (1.4 KM)
 DX5423'SOUTHWEST OF THE INTERSECTION WARREN ROAD AND THE RAMONA EXPRESSWAY,
 DX5423'0.6 MILES (1.0 KM) NORTHWEST OF BENCH MARK 7 OJA, ON THE EAST SIDE OF
 DX5423'THE CASA LOMA CANAL, 2 FEET (0.6 M) SOUTH OF THE SOUTH SIDE OF THE
 DX5423'SIPHON, 0.1 FEET (3.0 CM) EAST OF CHAIN LINK FENCE, FOUND 3 INCH
 DX5423'STANDARD BRASS MWD DISK, SET FLUSH IN TOP OF CONCRETE CANAL.
 DX5423
 DX5423                          STATION RECOVERY (1992)
 DX5423
 DX5423'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AH9126 ***********************************************************************
 AH9126  DESIGNATION -  8 RESET
 AH9126  PID         -  AH9126
 AH9126  STATE/COUNTY-  CA/RIVERSIDE
 AH9126  USGS QUAD   -  INDIO (1972)
 AH9126
 AH9126                         *CURRENT SURVEY CONTROL
 AH9126  ___________________________________________________________________
 AH9126* NAD 83(1986)-  33 42 31.     (N)    116 11 52.     (W)     SCALED    
 AH9126* NAVD 88     -        -8.863  (meters)     -29.08   (feet)  ADJUSTED  
 AH9126  ___________________________________________________________________
 AH9126  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH9126  DYNAMIC HT  -          -8.853 (meters)     -29.05  (feet)  COMP
 AH9126  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 AH9126
 AH9126  VERT ORDER  -  FIRST     CLASS II
 AH9126
 AH9126.The horizontal coordinates were scaled from a topographic map and have
 AH9126.an estimated accuracy of +/- 6 seconds.
 AH9126
 AH9126.The orthometric height was determined by differential leveling
 AH9126.and adjusted in July 2002.
 AH9126
 AH9126.The geoid height was determined by GEOID03.
 AH9126
 AH9126.The dynamic height is computed by dividing the NAVD 88
 AH9126.geopotential number by the normal gravity value computed on the
 AH9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9126.degrees latitude (g = 980.6199 gals.).
 AH9126
 AH9126.The modeled gravity was interpolated from observed gravity values.
 AH9126
 AH9126;                    North         East    Units  Estimated Accuracy
 AH9126;SPC CA 6     -   671,010.    2,004,840.      MT  (+/- 180 meters Scaled)
 AH9126
 AH9126                          SUPERSEDED SURVEY CONTROL
 AH9126
 AH9126.No superseded survey control is available for this station.
 AH9126
 AH9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT743301(NAD 83)
 AH9126_MARKER: DD = SURVEY DISK
 AH9126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9126_SP_SET: CULVERT HEADWALL
 AH9126_STAMPING: 8 RESET 1997
 AH9126_MARK LOGO: CADT  
 AH9126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9126+STABILITY: SURFACE MOTION
 AH9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9126+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1999
 AH9126
 AH9126  HISTORY     - Date     Condition        Report By
 AH9126  HISTORY     - 1997     MONUMENTED       RBNF
 AH9126  HISTORY     - 19990319 GOOD             NGS
 AH9126
 AH9126                          STATION DESCRIPTION
 AH9126
 AH9126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH9126'1.0 KM (0.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 111 FROM THE
 AH9126'JUNCTION OF INDIO AVENUE IN INDIO, NEAR THE CENTER OF THE NORTHEAST
 AH9126'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 18.7 M (61.4 FT)
 AH9126'SOUTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.1 M (39.7
 AH9126'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 AH9126'AND LEVEL WITH THE HIGHWAY.  NOTE--THE MONUMENT IS ON HIGHWAY
 AH9126'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0154 ***********************************************************************
 DY0154  DESIGNATION -  8 SCECO
 DY0154  PID         -  DY0154
 DY0154  STATE/COUNTY-  CA/LOS ANGELES
 DY0154  USGS QUAD   -  LONG BEACH (1981)
 DY0154
 DY0154                         *CURRENT SURVEY CONTROL
 DY0154  ___________________________________________________________________
 DY0154* NAD 83(1986)-  33 45 55.     (N)    118 13 28.     (W)     SCALED    
 DY0154* NAVD 88     -        -1.59   (+/-2cm)      -5.2    (feet)  VERTCON   
 DY0154  ___________________________________________________________________
 DY0154  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0154  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0154
 DY0154.The horizontal coordinates were scaled from a topographic map and have
 DY0154.an estimated accuracy of +/- 6 seconds.
 DY0154
 DY0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0154.The vertical order pertains to the NGVD 29 superseded value.
 DY0154
 DY0154.The geoid height was determined by GEOID03.
 DY0154
 DY0154;                    North         East    Units  Estimated Accuracy
 DY0154;SPC CA 5     -   529,450.    1,979,210.      MT  (+/- 180 meters Scaled)
 DY0154
 DY0154                          SUPERSEDED SURVEY CONTROL
 DY0154
 DY0154  NGVD 29 (??/??/92)   -2.403  (m)           -7.88   (f) ADJ UNCH    1 2
 DY0154
 DY0154.Superseded values are not recommended for survey control.
 DY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0154.See file dsdata.txt to determine how the superseded data were derived.
 DY0154
 DY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT866368(NAD 83)
 DY0154_MARKER: Z = SEE DESCRIPTION
 DY0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0154_SP_SET: WALL
 DY0154_STAMPING: ELEVATION 8 1947
 DY0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0154
 DY0154  HISTORY     - Date     Condition        Report By
 DY0154  HISTORY     - 1947     MONUMENTED       SCECO
 DY0154  HISTORY     - 1954     GOOD             NGS
 DY0154
 DY0154                          STATION DESCRIPTION
 DY0154
 DY0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0154'AT LONG BEACH.
 DY0154'AT LONG BEACH, ON TERMINAL ISLAND, ON THE SOUTHERN CALIFORNIA
 DY0154'EDISON COMPANY PROPERTY, AT BUILDING 2, SET VERTICALLY IN THE
 DY0154'EAST CONCRETE WALL, 1.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 DY0154'BUILDING, 1.4 FEET ABOVE THE GROUND, 0.4 FOOT BELOW A BRASS PLATE
 DY0154'STAMPED ELEVATION 8 1947, BENT UPWARD, AND PROTRUDING 1 INCH FROM
 DY0154'THE WALL.  NOTE-- 1947 IS NOT STAMPED ON THE ROD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2327 ***********************************************************************
 HS2327  DESIGNATION -  8 USGS
 HS2327  PID         -  HS2327
 HS2327  STATE/COUNTY-  CA/MERCED
 HS2327  USGS QUAD   -  SAN LUIS DAM (1978)
 HS2327
 HS2327                         *CURRENT SURVEY CONTROL
 HS2327  ___________________________________________________________________
 HS2327* NAD 83(1986)-  37 03 26.     (N)    121 06 41.     (W)     SCALED    
 HS2327* NAVD 88     -        94.92   (+/-2cm)     311.4    (feet)  VERTCON   
 HS2327  ___________________________________________________________________
 HS2327  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HS2327  VERT ORDER  -  THIRD (See Below)
 HS2327
 HS2327.The horizontal coordinates were scaled from a topographic map and have
 HS2327.an estimated accuracy of +/- 6 seconds.
 HS2327
 HS2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2327.The vertical order pertains to the NGVD 29 superseded value.
 HS2327
 HS2327.The geoid height was determined by GEOID03.
 HS2327
 HS2327;                    North         East    Units  Estimated Accuracy
 HS2327;SPC CA 3     -   562,020.    1,945,620.      MT  (+/- 180 meters Scaled)
 HS2327
 HS2327                          SUPERSEDED SURVEY CONTROL
 HS2327
 HS2327  NGVD 29 (??/??/??)   94.06   (m)          308.6    (f) RESET       3  
 HS2327
 HS2327.Superseded values are not recommended for survey control.
 HS2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2327.See file dsdata.txt to determine how the superseded data were derived.
 HS2327
 HS2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679028(NAD 83)
 HS2327_MARKER: P = PIPE CAP
 HS2327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2327_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2327_STAMPING: 308.720 8 1917
 HS2327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2327
 HS2327  HISTORY     - Date     Condition        Report By
 HS2327  HISTORY     - 1917     MONUMENTED       USGS
 HS2327  HISTORY     - 1966     GOOD             NGS
 HS2327
 HS2327                          STATION DESCRIPTION
 HS2327
 HS2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HS2327'29.8 MI W FROM LOS BANOS.
 HS2327'22.7 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS2327'OF SIXTH STREET AT LOS BANOS, THENCE 7.1 MILES EAST ALONG
 HS2327'THE ABANDONED ROUTE OF STATE HIGHWAY 152, AT THE JUNCTION
 HS2327'OF HARPER LANE SOUTH, 85 1/2 FEET EAST OF THE T JUNCTION OF
 HS2327'FENCES, 41.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 74
 HS2327'FEET WEST OF THE EXTENDED CENTER LINE OF THE LANE, 4 FEET
 HS2327'EAST OF TELEPHONE POLE 227, 2.8 FEET SOUTH OF A FENCE, 1.2
 HS2327'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 HS2327'HIGHWAY, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 HS2327'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1557 ***********************************************************************
 EW1557  DESIGNATION -  8 USGS RESET 1943
 EW1557  PID         -  EW1557
 EW1557  STATE/COUNTY-  CA/LOS ANGELES
 EW1557  USGS QUAD   -  HOLLYWOOD (1994)
 EW1557
 EW1557                         *CURRENT SURVEY CONTROL
 EW1557  ___________________________________________________________________
 EW1557* NAD 83(1986)-  34 06 25.     (N)    118 18 32.     (W)     SCALED    
 EW1557* NAVD 88     -       154.21   (+/-2cm)     505.9    (feet)  VERTCON   
 EW1557  ___________________________________________________________________
 EW1557  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EW1557  VERT ORDER  -  THIRD (See Below)
 EW1557
 EW1557.The horizontal coordinates were scaled from a topographic map and have
 EW1557.an estimated accuracy of +/- 6 seconds.
 EW1557
 EW1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1557.The vertical order pertains to the NGVD 29 superseded value.
 EW1557
 EW1557.The geoid height was determined by GEOID03.
 EW1557
 EW1557;                    North         East    Units  Estimated Accuracy
 EW1557;SPC CA 5     -   567,370.    1,971,500.      MT  (+/- 180 meters Scaled)
 EW1557
 EW1557                          SUPERSEDED SURVEY CONTROL
 EW1557
 EW1557  NGVD 29 (??/??/??)  153.42   (m)          503.3    (f) RESET       3  
 EW1557
 EW1557.Superseded values are not recommended for survey control.
 EW1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1557.See file dsdata.txt to determine how the superseded data were derived.
 EW1557
 EW1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT792747(NAD 83)
 EW1557_MARKER: DD = SURVEY DISK
 EW1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1557_STAMPING: 8 1922 RESET 1943
 EW1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1557+STABILITY: SURFACE MOTION
 EW1557
 EW1557  HISTORY     - Date     Condition        Report By
 EW1557  HISTORY     - 1943     MONUMENTED       USGS
 EW1557  HISTORY     - 1945     GOOD             NGS
 EW1557  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW1557
 EW1557                          STATION DESCRIPTION
 EW1557
 EW1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1557'AT LOS ANGELES.
 EW1557'AT LOS ANGELES AT THE INTERSECTION OF WESTERN AVENUE AND LOS
 EW1557'FELIZ BLVD., 13.3 FEET SOUTH OF THE SOUTH CURB LINE OF LOS FELIZ
 EW1557'BLVD. AND 34.7 FEET WEST OF THE WEST CURB LINE OF NORTH WESTERN
 EW1557'AVENUE.  MARK IS FLUSH WITH THE GROUND.  A UNITED STATES
 EW1557'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8 1922 RESET 1943 AND
 EW1557'SET IN THE TOP OF A CONCRETE POST.
 EW1557
 EW1557                          STATION RECOVERY (1966)
 EW1557
 EW1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9136 ***********************************************************************
 EW9136  DESIGNATION -  8.2 B CADWR
 EW9136  PID         -  EW9136
 EW9136  STATE/COUNTY-  CA/LOS ANGELES
 EW9136  USGS QUAD   -  LEBEC (1991)
 EW9136
 EW9136                         *CURRENT SURVEY CONTROL
 EW9136  ___________________________________________________________________
 EW9136* NAD 83(1986)-  34 45 18.     (N)    118 47 01.     (W)     SCALED    
 EW9136* NAVD 88     -      1008.849  (meters)    3309.87   (feet)  READJUSTED
 EW9136  ___________________________________________________________________
 EW9136  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW9136  DYNAMIC HT  -        1007.640 (meters)    3305.90  (feet)  COMP
 EW9136  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 EW9136
 EW9136  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9136
 EW9136.The horizontal coordinates were scaled from a topographic map and have
 EW9136.an estimated accuracy of +/- 6 seconds.
 EW9136
 EW9136.The orthometric height was determined by differential leveling
 EW9136.and adjusted in February 1993.
 EW9136.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9136.distribution rate of 0.0 thru 1.0 mm/km.
 EW9136.The height was derived from older observations constrained to new
 EW9136.heights in a crustal motion area.  The height is approximate in
 EW9136.relation to other heights in its vicinity.
 EW9136
 EW9136.The geoid height was determined by GEOID03.
 EW9136
 EW9136.The dynamic height is computed by dividing the NAVD 88
 EW9136.geopotential number by the normal gravity value computed on the
 EW9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9136.degrees latitude (g = 980.6199 gals.).
 EW9136
 EW9136.The modeled gravity was interpolated from observed gravity values.
 EW9136
 EW9136;                    North         East    Units  Estimated Accuracy
 EW9136;SPC CA 5     -   639,490.    1,928,260.      MT  (+/- 180 meters Scaled)
 EW9136
 EW9136                          SUPERSEDED SURVEY CONTROL
 EW9136
 EW9136  NGVD 29 (??/??/92) 1007.944  (m)         3306.90   (f) ADJ UNCH    1 1
 EW9136
 EW9136.Superseded values are not recommended for survey control.
 EW9136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9136.See file dsdata.txt to determine how the superseded data were derived.
 EW9136
 EW9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU367473(NAD 83)
 EW9136_MARKER: DD = SURVEY DISK
 EW9136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9136_SP_SET: CONCRETE LINING
 EW9136_STAMPING: MILE 8.2B 1972
 EW9136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9136
 EW9136  HISTORY     - Date     Condition        Report By
 EW9136  HISTORY     - 1972     MONUMENTED
 EW9136  HISTORY     - 1974     GOOD             CA-037
 EW9136  HISTORY     - 1978     GOOD             NGS
 EW9136
 EW9136                          STATION DESCRIPTION
 EW9136
 EW9136'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9136'IN GORMAN.
 EW9136'CALIFORNIA AQUEDUCT, QUAIL LAKE, WEST BRANCH.  2.2 MILES SOUTHWEST OF
 EW9136'THE QUAIL LAKE OUTLET STRUCTURE.  EAST OF AND ADJACENT TO THE SOUTH
 EW9136'RAIL OF A TRASH RACK.  36.0 FEET UPSTREAM FROM THE SOUTHERLY CONCRETE
 EW9136'LINING EDGE AND THE END OF THE OPEN AQUEDUCT.  SET IN THE EAST EDGE OF
 EW9136'THE CONCRETE LINING.  5.0 FEET BELOW THE EAST SERVICE ROAD.
 EW9136
 EW9136                          STATION RECOVERY (1978)
 EW9136
 EW9136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9136'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 0.9 MILES NORTHEAST ALONG
 EW9136'THE WEST BRANCH AQUEDUCT, IN TOP THE UPPER AND SOUTH CORNER OF
 EW9136'CONCRETE TURNOUT STRUCTURE AT THE SOUTHWEST END OF WATERS LEVEL 36 FT.
 EW9136'NORTHEAST UP STREAM FROM END OF CANAL LINING AND FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0404 ***********************************************************************
 HS0404  DESIGNATION -  8.20 EBMUD
 HS0404  PID         -  HS0404
 HS0404  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0404  USGS QUAD   -  HOLT (1994)
 HS0404
 HS0404                         *CURRENT SURVEY CONTROL
 HS0404  ___________________________________________________________________
 HS0404* NAD 83(1986)-  37 56 03.     (N)    121 25 18.     (W)     SCALED    
 HS0404* NAVD 88     -         3.11   (+/-2cm)      10.2    (feet)  VERTCON   
 HS0404  ___________________________________________________________________
 HS0404  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 HS0404  VERT ORDER  -  THIRD (See Below)
 HS0404
 HS0404.The horizontal coordinates were scaled from a topographic map and have
 HS0404.an estimated accuracy of +/- 6 seconds.
 HS0404
 HS0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0404.The vertical order pertains to the NGVD 29 superseded value.
 HS0404
 HS0404.The geoid height was determined by GEOID03.
 HS0404
 HS0404;                    North         East    Units  Estimated Accuracy
 HS0404;SPC CA 3     -   659,570.    1,918,980.      MT  (+/- 180 meters Scaled)
 HS0404
 HS0404                          SUPERSEDED SURVEY CONTROL
 HS0404
 HS0404  NGVD 29 (??/??/??)    2.45   (m)            8.0    (f) RESET       3  
 HS0404
 HS0404.Superseded values are not recommended for survey control.
 HS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0404.See file dsdata.txt to determine how the superseded data were derived.
 HS0404
 HS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG387996(NAD 83)
 HS0404_MARKER: DD = SURVEY DISK
 HS0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS0404_SP_SET: BRIDGE
 HS0404_STAMPING: STA P 2129+09.38 ELEV 8.20
 HS0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0404
 HS0404  HISTORY     - Date     Condition        Report By
 HS0404  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0404  HISTORY     - 1951     GOOD             NGS
 HS0404  HISTORY     - 1967     GOOD             NGS
 HS0404
 HS0404                          STATION DESCRIPTION
 HS0404
 HS0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS0404'0.4 MI E FROM HOLT.
 HS0404'0.4 MILES EAST ALONG THE AT AND SF RAILROAD FROM THE STATION AT
 HS0404'HOLT, 31.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER
 HS0404'HOLT ROAD, AT A CONCRETE BRIDGE NO. B 1129 OVER EAST BAY MUNICIPAL
 HS0404'UTILITY DISTRICT TWIN 60-INCH PIPES, IN THE TOP OF THE NORTH
 HS0404'HEADWALL, 70 FEET WEST OF THE CENTER LINE OF HOLT ROAD, 26.9 FEET
 HS0404'NORTH OF THE NORTH RAIL, 6.9 FEET EAST OF THE WEST END OF THE
 HS0404'HEADWALL, AND SET ABOUT 2 1/2-FEET LOWER THAN THE RAILROAD TRACKS.
 HS0404
 HS0404                          STATION RECOVERY (1967)
 HS0404
 HS0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9137 ***********************************************************************
 EW9137  DESIGNATION -  8.26 A CADWR
 EW9137  PID         -  EW9137
 EW9137  STATE/COUNTY-  CA/LOS ANGELES
 EW9137  USGS QUAD   -  LEBEC (1991)
 EW9137
 EW9137                         *CURRENT SURVEY CONTROL
 EW9137  ___________________________________________________________________
 EW9137* NAD 83(1986)-  34 45 18.     (N)    118 47 09.     (W)     SCALED    
 EW9137* NAVD 88     -      1002.175  (meters)    3287.97   (feet)  READJUSTED
 EW9137  ___________________________________________________________________
 EW9137  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW9137  DYNAMIC HT  -        1000.980 (meters)    3284.05  (feet)  COMP
 EW9137  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 EW9137
 EW9137  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9137
 EW9137.The horizontal coordinates were scaled from a topographic map and have
 EW9137.an estimated accuracy of +/- 6 seconds.
 EW9137
 EW9137.The orthometric height was determined by differential leveling
 EW9137.and adjusted in February 1993.
 EW9137.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9137.distribution rate of 0.0 thru 1.0 mm/km.
 EW9137.The height was derived from older observations constrained to new
 EW9137.heights in a crustal motion area.  The height is approximate in
 EW9137.relation to other heights in its vicinity.
 EW9137
 EW9137.The geoid height was determined by GEOID03.
 EW9137
 EW9137.The dynamic height is computed by dividing the NAVD 88
 EW9137.geopotential number by the normal gravity value computed on the
 EW9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9137.degrees latitude (g = 980.6199 gals.).
 EW9137
 EW9137.The modeled gravity was interpolated from observed gravity values.
 EW9137
 EW9137;                    North         East    Units  Estimated Accuracy
 EW9137;SPC CA 5     -   639,490.    1,928,060.      MT  (+/- 180 meters Scaled)
 EW9137
 EW9137                          SUPERSEDED SURVEY CONTROL
 EW9137
 EW9137  NGVD 29 (??/??/92) 1001.273  (m)         3285.01   (f) ADJ UNCH    1 1
 EW9137
 EW9137.Superseded values are not recommended for survey control.
 EW9137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9137.See file dsdata.txt to determine how the superseded data were derived.
 EW9137
 EW9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU365473(NAD 83)
 EW9137_MARKER: DD = SURVEY DISK
 EW9137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9137_SP_SET: CONCRETE SLAB
 EW9137_STAMPING: MILE 8.26A 1972
 EW9137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9137
 EW9137  HISTORY     - Date     Condition        Report By
 EW9137  HISTORY     - 1972     MONUMENTED
 EW9137  HISTORY     - 1974     GOOD             CA-037
 EW9137  HISTORY     - 1978     GOOD             NGS
 EW9137
 EW9137                          STATION DESCRIPTION
 EW9137
 EW9137'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9137'IN GORMAN.
 EW9137'CALIFORNIA AQUEDUCT, QUAIL LAKE, WEST BRANCH.  0.85 MILE NORTHEAST OF
 EW9137'THE GORMAN CREEK BRIDGE ON INTERSTATE HIGHWAY 5, + 265 FEET SOUTHERLY
 EW9137'FROM A DIRT SERVICE ROAD.  SET IN THE TOP OF A CONCRETE SLAB IN THE
 EW9137'SOUTHEAST CORNER OF THE VALVE VAULT.
 EW9137
 EW9137                          STATION RECOVERY (1978)
 EW9137
 EW9137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9137'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 0.8 MILES NORTHEAST ALONG
 EW9137'THE WEST BRANCH AQUEDUCT, 0.15 MILES NORTHEAST OF BRIDGE AND GATE
 EW9137'NUMBER 10, IN TOP THE SOUTHEAST CORNER OF CONCRETE SLAB FOR VALVE
 EW9137'VAULT, 10 FT. EAST OF STEEL LADDER, 27 FT. EAST OF TWO STEEL
 EW9137'ELECTRICAL BOXES STANDING 8 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9139 ***********************************************************************
 EW9139  DESIGNATION -  8.4 B CADWR
 EW9139  PID         -  EW9139
 EW9139  STATE/COUNTY-  CA/LOS ANGELES
 EW9139  USGS QUAD   -  LEBEC (1991)
 EW9139
 EW9139                         *CURRENT SURVEY CONTROL
 EW9139  ___________________________________________________________________
 EW9139* NAD 83(1986)-  34 45 14.     (N)    118 47 07.     (W)     SCALED    
 EW9139* NAVD 88     -       997.768  (meters)    3273.51   (feet)  READJUSTED
 EW9139  ___________________________________________________________________
 EW9139  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW9139  DYNAMIC HT  -         996.580 (meters)    3269.61  (feet)  COMP
 EW9139  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 EW9139
 EW9139  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9139
 EW9139.The horizontal coordinates were scaled from a topographic map and have
 EW9139.an estimated accuracy of +/- 6 seconds.
 EW9139
 EW9139.The orthometric height was determined by differential leveling
 EW9139.and adjusted in February 1993.
 EW9139.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9139.distribution rate of 0.0 thru 1.0 mm/km.
 EW9139.The height was derived from older observations constrained to new
 EW9139.heights in a crustal motion area.  The height is approximate in
 EW9139.relation to other heights in its vicinity.
 EW9139
 EW9139.The geoid height was determined by GEOID03.
 EW9139
 EW9139.The dynamic height is computed by dividing the NAVD 88
 EW9139.geopotential number by the normal gravity value computed on the
 EW9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9139.degrees latitude (g = 980.6199 gals.).
 EW9139
 EW9139.The modeled gravity was interpolated from observed gravity values.
 EW9139
 EW9139;                    North         East    Units  Estimated Accuracy
 EW9139;SPC CA 5     -   639,370.    1,928,110.      MT  (+/- 180 meters Scaled)
 EW9139
 EW9139                          SUPERSEDED SURVEY CONTROL
 EW9139
 EW9139  NGVD 29 (??/??/92)  996.863  (m)         3270.54   (f) ADJ UNCH    1 1
 EW9139
 EW9139.Superseded values are not recommended for survey control.
 EW9139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9139.See file dsdata.txt to determine how the superseded data were derived.
 EW9139
 EW9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU365472(NAD 83)
 EW9139_MARKER: DD = SURVEY DISK
 EW9139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9139_SP_SET: IMPROVEMENT CHUTE
 EW9139_STAMPING: MILE 8.4B 1972
 EW9139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9139
 EW9139  HISTORY     - Date     Condition        Report By
 EW9139  HISTORY     - 1972     MONUMENTED
 EW9139  HISTORY     - 1974     GOOD             CA-037
 EW9139  HISTORY     - 1978     GOOD             NGS
 EW9139
 EW9139                          STATION DESCRIPTION
 EW9139
 EW9139'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9139'IN GORMAN.
 EW9139'INTERSTATE HIGHWAY 5 AND GORMAN BRIDGE.  0.7 MILE EAST OF THE GORMAN
 EW9139'CREEK BRIDGE.  ON THE CONCRETE WALL AT THE CONFLUENCE OF THE GORMAN
 EW9139'CREEK IMPROVEMENT CHUTE AND A CONCRETE DRAINAGE DITCH.  SET AT THE
 EW9139'ANGLE POINT IN THE NORTH WALL OF THE IMPROVEMENT CHUTE, 186 FEET EAST
 EW9139'OF THE CENTER OF THE ACCESS BRIDGE, 83.5 FEET SOUTHWEST OF THE
 EW9139'HEADWALL AT THE BEGINNING OF THE OPEN CHUTE.
 EW9139
 EW9139                          STATION RECOVERY (1978)
 EW9139
 EW9139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9139'4.9 MILE SOUTH ALONG INTERSTATE 5, THENCE 0.7 MILE NORTHEAST ALONG
 EW9139'THE WEST BRANCH AQUEDUCT, 186 FT. NORTHEAST OF ACCESS BRIDGE AND BM
 EW9139'213-51, IN TOP THE NORTH WALL OF DRAINAGE CHUTE, 83 FT. SOUTHWEST OF
 EW9139'HEAD WALL AT BEGINNING OF THE OPEN CHUTE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0877 ***********************************************************************
 DY0877  DESIGNATION -  8.9 USGS
 DY0877  PID         -  DY0877
 DY0877  STATE/COUNTY-  CA/ORANGE
 DY0877  USGS QUAD   -  SEAL BEACH (1981)
 DY0877
 DY0877                         *CURRENT SURVEY CONTROL
 DY0877  ___________________________________________________________________
 DY0877* NAD 83(1986)-  33 40 58.     (N)    118 02 02.     (W)     SCALED    
 DY0877* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 DY0877  ___________________________________________________________________
 DY0877  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DY0877  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0877
 DY0877.The horizontal coordinates were scaled from a topographic map and have
 DY0877.an estimated accuracy of +/- 6 seconds.
 DY0877
 DY0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0877.The vertical order pertains to the NGVD 29 superseded value.
 DY0877
 DY0877.The geoid height was determined by GEOID03.
 DY0877
 DY0877;                    North         East    Units  Estimated Accuracy
 DY0877;SPC CA 6     -   669,560.    1,834,600.      MT  (+/- 180 meters Scaled)
 DY0877
 DY0877                          SUPERSEDED SURVEY CONTROL
 DY0877
 DY0877  NGVD 29 (??/??/92)    2.338  (m)            7.67   (f) ADJ UNCH    1 2
 DY0877
 DY0877.Superseded values are not recommended for survey control.
 DY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0877.See file dsdata.txt to determine how the superseded data were derived.
 DY0877
 DY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT041274(NAD 83)
 DY0877_MARKER: Q = CHISELED SQUARE
 DY0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0877_SP_SET: CULVERT
 DY0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0877
 DY0877  HISTORY     - Date     Condition        Report By
 DY0877  HISTORY     - UNK      MONUMENTED       USGS
 DY0877  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0877
 DY0877                          STATION DESCRIPTION
 DY0877
 DY0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0877'2.5 MI NW FROM HUNTINGTON BEACH.
 DY0877'2.5 MILES NORTHWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101
 DY0877'ALT.) FROM THE CENTER OF HUNTINGTON BEACH, ORANGE COUNTY, ABOUT
 DY0877'420 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE RETAINING
 DY0877'WALL, 62 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.4
 DY0877'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A 15-FOOT-HIGH STEEL
 DY0877'STORAGE-TANK, 36.4 FEET WEST OF A POWER POLE BEARING A TRANSFORMER,
 DY0877'AT A CULVERT, ON THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL,
 DY0877'AND 4.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A CHISELED
 DY0877'SQUARE.  NOTE-- THIS MARK IS 115 FEET SOUTHEAST OF A SIGNAL OIL
 DY0877'CO. MONUMENT, AND 8 FEET EAST OF A HIGHWAY MILEAGE SIGN.  THE
 DY0877'STORAGE TANK IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1920 ***********************************************************************
 DX1920  DESIGNATION -  80
 DX1920  PID         -  DX1920
 DX1920  STATE/COUNTY-  CA/ORANGE
 DX1920  USGS QUAD   -  TUSTIN (1981)
 DX1920
 DX1920                         *CURRENT SURVEY CONTROL
 DX1920  ___________________________________________________________________
 DX1920* NAD 83(1986)-  33 43 52.     (N)    117 52 04.     (W)     SCALED    
 DX1920* NAVD 88     -        24.82   (+/-2cm)      81.4    (feet)  VERTCON   
 DX1920  ___________________________________________________________________
 DX1920  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DX1920  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1920
 DX1920.The horizontal coordinates were scaled from a topographic map and have
 DX1920.an estimated accuracy of +/- 6 seconds.
 DX1920
 DX1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1920.The vertical order pertains to the NGVD 29 superseded value.
 DX1920
 DX1920.The geoid height was determined by GEOID03.
 DX1920
 DX1920;                    North         East    Units  Estimated Accuracy
 DX1920;SPC CA 6     -   674,670.    1,850,080.      MT  (+/- 180 meters Scaled)
 DX1920
 DX1920                          SUPERSEDED SURVEY CONTROL
 DX1920
 DX1920  NGVD 29 (??/??/??)   24.116  (m)           79.12   (f) ADJUSTED    1 2
 DX1920
 DX1920.Superseded values are not recommended for survey control.
 DX1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1920.See file dsdata.txt to determine how the superseded data were derived.
 DX1920
 DX1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196326(NAD 83)
 DX1920_MARKER: DD = SURVEY DISK
 DX1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1920+STABILITY: SURFACE MOTION
 DX1920
 DX1920  HISTORY     - Date     Condition        Report By
 DX1920  HISTORY     - UNK      MONUMENTED       CA3420
 DX1920  HISTORY     - 1955     GOOD             NGS
 DX1920  HISTORY     - 1958     GOOD             NGS
 DX1920  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1920
 DX1920                          STATION DESCRIPTION
 DX1920
 DX1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1920'AT SANTA ANA.
 DX1920'AT SANTA ANA, AT THE T JUNCTION OF SOUTH MAIN STREET AND WEST
 DX1920'WILSHIRE AVENUE, 7.8 FEET WEST OF THE CENTER LINE OF THE STREET, AT
 DX1920'THE CENTER LINE OF THE AVENUE, AND SET IN CONCRETE ABOUT 2 FEET
 DX1920'BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS HAD THROUGH
 DX1920'A 6-INCH TILE PIPE WITH AN 8-INCH METAL COVER MARKED MON.
 DX1920
 DX1920                          STATION RECOVERY (1958)
 DX1920
 DX1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX1920'RECOVERED IN GOOD CONDITION.
 DX1920
 DX1920                          STATION RECOVERY (1977)
 DX1920
 DX1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1920'NOT RECOVERED, ASPHALT OF STREET IS COVERING ACCESS PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1624 ***********************************************************************
 JT1624  DESIGNATION -  80 1
 JT1624  PID         -  JT1624
 JT1624  STATE/COUNTY-  CA/NAPA
 JT1624  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1624
 JT1624                         *CURRENT SURVEY CONTROL
 JT1624  ___________________________________________________________________
 JT1624* NAD 83(1986)-  38 11 57.     (N)    122 16 38.     (W)     SCALED    
 JT1624* NAVD 88     -         8.37   (+/-2cm)      27.5    (feet)  VERTCON   
 JT1624  ___________________________________________________________________
 JT1624  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JT1624  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1624
 JT1624.The horizontal coordinates were scaled from a topographic map and have
 JT1624.an estimated accuracy of +/- 6 seconds.
 JT1624
 JT1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1624.The vertical order pertains to the NGVD 29 superseded value.
 JT1624
 JT1624.The geoid height was determined by GEOID03.
 JT1624
 JT1624;                    North         East    Units  Estimated Accuracy
 JT1624;SPC CA 2     -   559,150.    1,975,720.      MT  (+/- 180 meters Scaled)
 JT1624
 JT1624                          SUPERSEDED SURVEY CONTROL
 JT1624
 JT1624  NGVD 29 (??/??/92)    7.65   (m)           25.1    (f) COMPUTED    1 1
 JT1624
 JT1624.Superseded values are not recommended for survey control.
 JT1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1624.See file dsdata.txt to determine how the superseded data were derived.
 JT1624
 JT1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632281(NAD 83)
 JT1624_MARKER: DD = SURVEY DISK
 JT1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1624_SP_SET: GUY ANCHOR
 JT1624_MARK LOGO: CA2330
 JT1624_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1624
 JT1624  HISTORY     - Date     Condition        Report By
 JT1624  HISTORY     - 1971     MONUMENTED       CA2330
 JT1624
 JT1624                          STATION DESCRIPTION
 JT1624
 JT1624'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1624'SOUTHERN PACIFIC RAILROAD TO SONOMA, 2700 FT (823.0 M) WEST OF GREEN
 JT1624'ISLAND ROAD CROSSING, NORTH OF RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5388 ***********************************************************************
 EW5388  DESIGNATION -  80 1 V CO
 EW5388  PID         -  EW5388
 EW5388  STATE/COUNTY-  CA/VENTURA
 EW5388  USGS QUAD   -  MATILIJA (1988)
 EW5388
 EW5388                         *CURRENT SURVEY CONTROL
 EW5388  ___________________________________________________________________
 EW5388* NAD 83(1986)-  34 25 55.     (N)    119 17 06.     (W)     SCALED    
 EW5388* NAVD 88     -       194.259  (meters)     637.33   (feet)  ADJUSTED  
 EW5388  ___________________________________________________________________
 EW5388  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EW5388  DYNAMIC HT  -         194.053 (meters)     636.66  (feet)  COMP
 EW5388  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 EW5388
 EW5388  VERT ORDER  -  FIRST     CLASS I
 EW5388
 EW5388.The horizontal coordinates were scaled from a topographic map and have
 EW5388.an estimated accuracy of +/- 6 seconds.
 EW5388
 EW5388.The orthometric height was determined by differential leveling
 EW5388.and adjusted in June 1991.
 EW5388.WARNING-Repeat measurements at this control monument indicate possible
 EW5388.vertical movement.
 EW5388
 EW5388.The geoid height was determined by GEOID03.
 EW5388
 EW5388.The dynamic height is computed by dividing the NAVD 88
 EW5388.geopotential number by the normal gravity value computed on the
 EW5388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5388.degrees latitude (g = 980.6199 gals.).
 EW5388
 EW5388.The modeled gravity was interpolated from observed gravity values.
 EW5388
 EW5388;                    North         East    Units  Estimated Accuracy
 EW5388;SPC CA 5     -   604,130.    1,881,900.      MT  (+/- 180 meters Scaled)
 EW5388
 EW5388                          SUPERSEDED SURVEY CONTROL
 EW5388
 EW5388  NGVD 29 (??/??/92)  193.488  (m)          634.80   (f) ADJ UNCH    1 1
 EW5388
 EW5388.Superseded values are not recommended for survey control.
 EW5388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5388.See file dsdata.txt to determine how the superseded data were derived.
 EW5388
 EW5388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU900124(NAD 83)
 EW5388_STAMPING: 80-1 1970
 EW5388
 EW5388  HISTORY     - Date     Condition        Report By
 EW5388  HISTORY     - UNK      MONUMENTED
 EW5388  HISTORY     - 1977     GOOD             NGS
 EW5388  HISTORY     - 1983     GOOD             USGS
 EW5388
 EW5388                          STATION DESCRIPTION
 EW5388
 EW5388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5388'2.75 MI SW FROM OJAI.
 EW5388'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5388'OJAI, THENCE 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 33 AT THE
 EW5388'JUNCTION OF TICO ROAD, IN THE SOUTHWEST WING WALL OF BRIDGE 321, 139
 EW5388'FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 35.0 FT. WEST OF THE
 EW5388'CENTER LINE OF THE ROAD, 1.6 FT. NORTHEAST OF THE SOUTHWEST END OF THE
 EW5388'WING WALL.
 EW5388
 EW5388                          STATION RECOVERY (1983)
 EW5388
 EW5388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0554 ***********************************************************************
 DX0554  DESIGNATION -  80 11.5
 DX0554  PID         -  DX0554
 DX0554  STATE/COUNTY-  CA/RIVERSIDE
 DX0554  USGS QUAD   -  OASIS (1974)
 DX0554
 DX0554                         *CURRENT SURVEY CONTROL
 DX0554  ___________________________________________________________________
 DX0554* NAD 83(1986)-  33 28 08.     (N)    116 06 16.     (W)     SCALED    
 DX0554* NAVD 88     -       -40.19   (+/-2cm)    -131.9    (feet)  VERTCON   
 DX0554  ___________________________________________________________________
 DX0554  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DX0554  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0554
 DX0554.The horizontal coordinates were scaled from a topographic map and have
 DX0554.an estimated accuracy of +/- 6 seconds.
 DX0554
 DX0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0554.The vertical order pertains to the NGVD 29 superseded value.
 DX0554
 DX0554.The geoid height was determined by GEOID03.
 DX0554
 DX0554;                    North         East    Units  Estimated Accuracy
 DX0554;SPC CA 6     -   644,430.    2,013,530.      MT  (+/- 180 meters Scaled)
 DX0554
 DX0554                          SUPERSEDED SURVEY CONTROL
 DX0554
 DX0554  NGVD 29 (??/??/??)  -40.868  (m)         -134.08   (f) ADJUSTED    1 2
 DX0554
 DX0554.Superseded values are not recommended for survey control.
 DX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0554.See file dsdata.txt to determine how the superseded data were derived.
 DX0554
 DX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT832036(NAD 83)
 DX0554_MARKER: DD = SURVEY DISK
 DX0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0554+STABILITY: SURFACE MOTION
 DX0554
 DX0554  HISTORY     - Date     Condition        Report By
 DX0554  HISTORY     - UNK      MONUMENTED       BOR
 DX0554  HISTORY     - 1955     GOOD             NGS
 DX0554
 DX0554                          STATION DESCRIPTION
 DX0554
 DX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0554'0.5 MI NW FROM OASIS.
 DX0554'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 99 FROM TH OASIS STORE AT
 DX0554'OASIS, ACROSS THE HIGHWAY FROM THE STATE HIGHWAY MAINTENANCE
 DX0554'STATION, 107.7 FEET WEST OF THE WEST CORNER OF 36-FOOT WOODEN
 DX0554'BRIDGE 56-139 OVER GRUNDY DITCH, 80.5 FEET WEST OF A LONE 8-INCH
 DX0554'TREE, 57.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DX0554'4.5 FEET NORTHWEST OF A POWER LINE POLE, 1.2 FEET SOUTHEAST OF
 DX0554'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DX0554'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1625 ***********************************************************************
 JT1625  DESIGNATION -  80 2
 JT1625  PID         -  JT1625
 JT1625  STATE/COUNTY-  CA/NAPA
 JT1625  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1625
 JT1625                         *CURRENT SURVEY CONTROL
 JT1625  ___________________________________________________________________
 JT1625* NAD 83(1986)-  38 11 34.     (N)    122 15 44.     (W)     SCALED    
 JT1625* NAVD 88     -        11.54   (+/-2cm)      37.9    (feet)  VERTCON   
 JT1625  ___________________________________________________________________
 JT1625  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JT1625  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1625
 JT1625.The horizontal coordinates were scaled from a topographic map and have
 JT1625.an estimated accuracy of +/- 6 seconds.
 JT1625
 JT1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1625.The vertical order pertains to the NGVD 29 superseded value.
 JT1625
 JT1625.The geoid height was determined by GEOID03.
 JT1625
 JT1625;                    North         East    Units  Estimated Accuracy
 JT1625;SPC CA 2     -   558,440.    1,977,030.      MT  (+/- 180 meters Scaled)
 JT1625
 JT1625                          SUPERSEDED SURVEY CONTROL
 JT1625
 JT1625  NGVD 29 (??/??/92)   10.81   (m)           35.5    (f) COMPUTED    1 1
 JT1625
 JT1625.Superseded values are not recommended for survey control.
 JT1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1625.See file dsdata.txt to determine how the superseded data were derived.
 JT1625
 JT1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH646274(NAD 83)
 JT1625_MARKER: DD = SURVEY DISK
 JT1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1625_SP_SET: GUY ANCHOR
 JT1625_MARK LOGO: CA2330
 JT1625_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1625
 JT1625  HISTORY     - Date     Condition        Report By
 JT1625  HISTORY     - 1971     MONUMENTED       CA2330
 JT1625
 JT1625                          STATION DESCRIPTION
 JT1625
 JT1625'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1625'SOUTHERN PACIFIC RAILROAD TO SONOMA, 2100 FT (640.1 M) EAST OF GREEN
 JT1625'ISLAND ROAD CROSSING, SOUTH OF RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1626 ***********************************************************************
 JT1626  DESIGNATION -  80 3
 JT1626  PID         -  JT1626
 JT1626  STATE/COUNTY-  CA/NAPA
 JT1626  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1626
 JT1626                         *CURRENT SURVEY CONTROL
 JT1626  ___________________________________________________________________
 JT1626* NAD 83(1986)-  38 11 44.     (N)    122 15 22.     (W)     SCALED    
 JT1626* NAVD 88     -        19.54   (+/-2cm)      64.1    (feet)  VERTCON   
 JT1626  ___________________________________________________________________
 JT1626  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JT1626  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1626
 JT1626.The horizontal coordinates were scaled from a topographic map and have
 JT1626.an estimated accuracy of +/- 6 seconds.
 JT1626
 JT1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1626.The vertical order pertains to the NGVD 29 superseded value.
 JT1626
 JT1626.The geoid height was determined by GEOID03.
 JT1626
 JT1626;                    North         East    Units  Estimated Accuracy
 JT1626;SPC CA 2     -   558,740.    1,977,560.      MT  (+/- 180 meters Scaled)
 JT1626
 JT1626                          SUPERSEDED SURVEY CONTROL
 JT1626
 JT1626  NGVD 29 (??/??/92)   18.81   (m)           61.7    (f) COMPUTED    1 1
 JT1626
 JT1626.Superseded values are not recommended for survey control.
 JT1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1626.See file dsdata.txt to determine how the superseded data were derived.
 JT1626
 JT1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH651277(NAD 83)
 JT1626_MARKER: DD = SURVEY DISK
 JT1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1626_SP_SET: GUY ANCHOR
 JT1626_MARK LOGO: CA2330
 JT1626_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1626
 JT1626  HISTORY     - Date     Condition        Report By
 JT1626  HISTORY     - 1971     MONUMENTED       CA2330
 JT1626
 JT1626                          STATION DESCRIPTION
 JT1626
 JT1626'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1626'SOUTHERN PACIFIC RAILROAD TO VALLEJO, AT VALLEJO HIGHWAY IN THE
 JT1626'NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1615 ***********************************************************************
 JT1615  DESIGNATION -  80 4
 JT1615  PID         -  JT1615
 JT1615  STATE/COUNTY-  CA/NAPA
 JT1615  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1615
 JT1615                         *CURRENT SURVEY CONTROL
 JT1615  ___________________________________________________________________
 JT1615* NAD 83(1986)-  38 12 40.     (N)    122 15 22.     (W)     SCALED    
 JT1615* NAVD 88     -        22.54   (+/-2cm)      74.0    (feet)  VERTCON   
 JT1615  ___________________________________________________________________
 JT1615  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JT1615  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1615
 JT1615.The horizontal coordinates were scaled from a topographic map and have
 JT1615.an estimated accuracy of +/- 6 seconds.
 JT1615
 JT1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1615.The vertical order pertains to the NGVD 29 superseded value.
 JT1615
 JT1615.The geoid height was determined by GEOID03.
 JT1615
 JT1615;                    North         East    Units  Estimated Accuracy
 JT1615;SPC CA 2     -   560,470.    1,977,570.      MT  (+/- 180 meters Scaled)
 JT1615
 JT1615                          SUPERSEDED SURVEY CONTROL
 JT1615
 JT1615  NGVD 29 (??/??/92)   21.80   (m)           71.5    (f) COMPUTED    1 1
 JT1615
 JT1615.Superseded values are not recommended for survey control.
 JT1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1615.See file dsdata.txt to determine how the superseded data were derived.
 JT1615
 JT1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH651295(NAD 83)
 JT1615_MARKER: DD = SURVEY DISK
 JT1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1615_SP_SET: CULVERT
 JT1615_MARK LOGO: CA2330
 JT1615_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1615
 JT1615  HISTORY     - Date     Condition        Report By
 JT1615  HISTORY     - 1971     MONUMENTED       CA2330
 JT1615
 JT1615                          STATION DESCRIPTION
 JT1615
 JT1615'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1615'AT NAPA CITY, VALLEJO HIGHWAY AND FAGAN SLOUGH, 100 FT (30.5 M) SOUTH
 JT1615'IN THE CENTER MEDIAN ON PCC CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1616 ***********************************************************************
 JT1616  DESIGNATION -  80 5
 JT1616  PID         -  JT1616
 JT1616  STATE/COUNTY-  CA/NAPA
 JT1616  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1616
 JT1616                         *CURRENT SURVEY CONTROL
 JT1616  ___________________________________________________________________
 JT1616* NAD 83(1986)-  38 12 48.     (N)    122 15 24.     (W)     SCALED    
 JT1616* NAVD 88     -        24.58   (+/-2cm)      80.6    (feet)  VERTCON   
 JT1616  ___________________________________________________________________
 JT1616  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JT1616  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1616
 JT1616.The horizontal coordinates were scaled from a topographic map and have
 JT1616.an estimated accuracy of +/- 6 seconds.
 JT1616
 JT1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1616.The vertical order pertains to the NGVD 29 superseded value.
 JT1616
 JT1616.The geoid height was determined by GEOID03.
 JT1616
 JT1616;                    North         East    Units  Estimated Accuracy
 JT1616;SPC CA 2     -   560,720.    1,977,520.      MT  (+/- 180 meters Scaled)
 JT1616
 JT1616                          SUPERSEDED SURVEY CONTROL
 JT1616
 JT1616  NGVD 29 (??/??/92)   23.84   (m)           78.2    (f) COMPUTED    1 1
 JT1616
 JT1616.Superseded values are not recommended for survey control.
 JT1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1616.See file dsdata.txt to determine how the superseded data were derived.
 JT1616
 JT1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH650297(NAD 83)
 JT1616_MARKER: DD = SURVEY DISK
 JT1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1616_SP_SET: CULVERT
 JT1616_MARK LOGO: CA2330
 JT1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1616
 JT1616  HISTORY     - Date     Condition        Report By
 JT1616  HISTORY     - 1971     MONUMENTED       CA2330
 JT1616
 JT1616                          STATION DESCRIPTION
 JT1616
 JT1616'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1616'AT NAPA, AT INTERSECTION OF VALLEJO HIGHWAY AND HIGHWAY AND AIRPORT
 JT1616'ROAD, 1200 FT (365.8 M) SOUTH OF AIRPORT ROAD, IN CENTER MEDIAN ON
 JT1616'PCC CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1574 ***********************************************************************
 JT1574  DESIGNATION -  80 6
 JT1574  PID         -  JT1574
 JT1574  STATE/COUNTY-  CA/NAPA
 JT1574  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1574
 JT1574                         *CURRENT SURVEY CONTROL
 JT1574  ___________________________________________________________________
 JT1574* NAD 83(1986)-  38 13 10.     (N)    122 15 27.     (W)     SCALED    
 JT1574* NAVD 88     -        26.21   (+/-2cm)      86.0    (feet)  VERTCON   
 JT1574  ___________________________________________________________________
 JT1574  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JT1574  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1574
 JT1574.The horizontal coordinates were scaled from a topographic map and have
 JT1574.an estimated accuracy of +/- 6 seconds.
 JT1574
 JT1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1574.The vertical order pertains to the NGVD 29 superseded value.
 JT1574
 JT1574.The geoid height was determined by GEOID03.
 JT1574
 JT1574;                    North         East    Units  Estimated Accuracy
 JT1574;SPC CA 2     -   561,400.    1,977,450.      MT  (+/- 180 meters Scaled)
 JT1574
 JT1574                          SUPERSEDED SURVEY CONTROL
 JT1574
 JT1574  NGVD 29 (??/??/92)   25.46   (m)           83.5    (f) COMPUTED    1 1
 JT1574
 JT1574.Superseded values are not recommended for survey control.
 JT1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1574.See file dsdata.txt to determine how the superseded data were derived.
 JT1574
 JT1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH649304(NAD 83)
 JT1574_MARKER: DD = SURVEY DISK
 JT1574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JT1574_SP_SET: COPPER-CLAD STEEL ROD
 JT1574_STAMPING: 80 6
 JT1574_MARK LOGO: CA2330
 JT1574_MAGNETIC: I = MARKER IS A STEEL ROD
 JT1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1574
 JT1574  HISTORY     - Date     Condition        Report By
 JT1574  HISTORY     - 1972     MONUMENTED       CA2330
 JT1574
 JT1574                          STATION DESCRIPTION
 JT1574
 JT1574'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1574'5.9 MI (9.5 KM) SOUTHEAST FROM THE COUNTY COURTHOUSE AT NAPA, AT THE
 JT1574'SOUTHWEST CORNER OF INTERSECTION OF HIGHWAY 29 AND AIRPORT ROAD,
 JT1574'ABOUT 0.25 MI (0.40 KM) SOUTH OF THE JUNCTION OF HIGHWAY 12, 57 FT
 JT1574'(17.4 M) WEST OF CENTER LINE OF SOUTHBOUND TRAFFIC LANES OF HIGHWAY
 JT1574'29, 83 FT (25.3 M) SOUTH CENTERLINE AIRPORT ROAD, 3 FT (0.9 M) SOUTH
 JT1574'USCGS MONUMENT Q 468, 10 FT (3.0 M) SOUTHEAST OF THE EASTERN ONE OF
 JT1574'TWO METAL PIPES SUPPORTING A SIGN, NAPA COUNTY AIRPORT, 1.5 FT
 JT1574'(0.5 M) EAST OF RIGHT OF WAY FENCE, 0.8 FT (0.2 M) ABOVE CENTERLINE
 JT1574'SOUTHBOUND LANE, 0.4 FT (0.1 M) BELOW THE TOP OF A 10 INCH DIAMETER
 JT1574'MONUMENT BOX SET FLUSH WITH THE GROUND, WITH THE WORD MONUMENT CAST
 JT1574'IN COVER, AND SET ON TOP OF A 5/8-INCH COPPER-CLAD STEEL ROD DRIVEN
 JT1574'TO REFUSAL AT 10 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1623 ***********************************************************************
 JT1623  DESIGNATION -  80 8
 JT1623  PID         -  JT1623
 JT1623  STATE/COUNTY-  CA/NAPA
 JT1623  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1623
 JT1623                         *CURRENT SURVEY CONTROL
 JT1623  ___________________________________________________________________
 JT1623* NAD 83(1986)-  38 13 40.     (N)    122 15 29.     (W)     SCALED    
 JT1623* NAVD 88     -        16.16   (+/-2cm)      53.0    (feet)  VERTCON   
 JT1623  ___________________________________________________________________
 JT1623  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JT1623  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1623
 JT1623.The horizontal coordinates were scaled from a topographic map and have
 JT1623.an estimated accuracy of +/- 6 seconds.
 JT1623
 JT1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1623.The vertical order pertains to the NGVD 29 superseded value.
 JT1623
 JT1623.The geoid height was determined by GEOID03.
 JT1623
 JT1623;                    North         East    Units  Estimated Accuracy
 JT1623;SPC CA 2     -   562,320.    1,977,400.      MT  (+/- 180 meters Scaled)
 JT1623
 JT1623                          SUPERSEDED SURVEY CONTROL
 JT1623
 JT1623  NGVD 29 (??/??/92)   15.41   (m)           50.6    (f) COMPUTED    1 1
 JT1623
 JT1623.Superseded values are not recommended for survey control.
 JT1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1623.See file dsdata.txt to determine how the superseded data were derived.
 JT1623
 JT1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH649313(NAD 83)
 JT1623_MARKER: DD = SURVEY DISK
 JT1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1623_SP_SET: MASSIVE STRUCTURE
 JT1623_STAMPING: 80 8 CITY OF NAPA
 JT1623_MARK LOGO: CA2330
 JT1623_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1623
 JT1623  HISTORY     - Date     Condition        Report By
 JT1623  HISTORY     - 1971     MONUMENTED       CA2330
 JT1623
 JT1623                          STATION DESCRIPTION
 JT1623
 JT1623'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1623'AT INTERSECTION OF VALLEJO HIGHWAY AND SHEEHY CREEK, IN SOUTHWEST
 JT1623'CORNER OF BRIDGE, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0327 ***********************************************************************
 JT0327  DESIGNATION -  80 A
 JT0327  PID         -  JT0327
 JT0327  STATE/COUNTY-  CA/SOLANO
 JT0327  USGS QUAD   -  MARE ISLAND (1980)
 JT0327
 JT0327                         *CURRENT SURVEY CONTROL
 JT0327  ___________________________________________________________________
 JT0327* NAD 83(1986)-  38 06 41.     (N)    122 16 06.     (W)     SCALED    
 JT0327* NAVD 88     -         5.512  (meters)      18.08   (feet)  ADJUSTED  
 JT0327  ___________________________________________________________________
 JT0327  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0327  DYNAMIC HT  -           5.508 (meters)      18.07  (feet)  COMP
 JT0327  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JT0327
 JT0327  VERT ORDER  -  FIRST     CLASS II
 JT0327
 JT0327.The horizontal coordinates were scaled from a topographic map and have
 JT0327.an estimated accuracy of +/- 6 seconds.
 JT0327
 JT0327.The orthometric height was determined by differential leveling
 JT0327.and adjusted in June 1991.
 JT0327
 JT0327.The geoid height was determined by GEOID03.
 JT0327
 JT0327.The dynamic height is computed by dividing the NAVD 88
 JT0327.geopotential number by the normal gravity value computed on the
 JT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0327.degrees latitude (g = 980.6199 gals.).
 JT0327
 JT0327.The modeled gravity was interpolated from observed gravity values.
 JT0327
 JT0327;                    North         East    Units  Estimated Accuracy
 JT0327;SPC CA 2     -   549,400.    1,976,470.      MT  (+/- 180 meters Scaled)
 JT0327
 JT0327                          SUPERSEDED SURVEY CONTROL
 JT0327
 JT0327  NGVD 29 (??/??/92)    4.760  (m)           15.62   (f) ADJ UNCH    1 2
 JT0327
 JT0327.Superseded values are not recommended for survey control.
 JT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0327.See file dsdata.txt to determine how the superseded data were derived.
 JT0327
 JT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH641184(NAD 83)
 JT0327_MARKER: DD = SURVEY DISK
 JT0327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JT0327_SP_SET: SIDEWALK
 JT0327_STAMPING: HARBOR LINE 80 A 1939
 JT0327_MARK LOGO: USE   
 JT0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0327
 JT0327  HISTORY     - Date     Condition        Report By
 JT0327  HISTORY     - 1939     MONUMENTED       DOD
 JT0327  HISTORY     - 1951     GOOD             NGS
 JT0327  HISTORY     - 1961     GOOD             NGS
 JT0327  HISTORY     - 1987     GOOD             NGS
 JT0327
 JT0327                          STATION DESCRIPTION
 JT0327
 JT0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JT0327'AT VALLEJO.
 JT0327'AT VALLEJO, 0.3 MILE WEST ALONG TENNESSEE STREET FROM THE MAIN
 JT0327'GATE TO MARK ISLAND NAVAL SHIPYARD, 0.2 MILE EAST OF THE
 JT0327'NORTHEAST END OF A CONCRETE CAUSEWAY OVER MARE ISLAND STRAIT,
 JT0327'51.0 FEET WEST OF A GRANITE LAMP POST C 37, 20.7 FEET SOUTH
 JT0327'OF THE CENTER LINE OF THE STREET, IN THE TOP OF THE SOUTH EDGE
 JT0327'OF THE CONCRETE SIDEWALK, AND 0.3 FOOT NORTH OF THE SOUTH
 JT0327'EDGE.
 JT0327
 JT0327                          STATION RECOVERY (1961)
 JT0327
 JT0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0327'RECOVERED IN GOOD CONDITION.
 JT0327
 JT0327                          STATION RECOVERY (1987)
 JT0327
 JT0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1437 ***********************************************************************
 HS1437  DESIGNATION -  80 CAHD
 HS1437  PID         -  HS1437
 HS1437  STATE/COUNTY-  CA/MERCED
 HS1437  USGS QUAD   -  SANTA RITA BRIDGE (1977)
 HS1437
 HS1437                         *CURRENT SURVEY CONTROL
 HS1437  ___________________________________________________________________
 HS1437* NAD 83(1986)-  37 04 48.     (N)    120 30 05.     (W)     SCALED    
 HS1437* NAVD 88     -        41.82   (+/-2cm)     137.2    (feet)  VERTCON   
 HS1437  ___________________________________________________________________
 HS1437  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HS1437  VERT ORDER  -  THIRD (See Below)
 HS1437
 HS1437.The horizontal coordinates were scaled from a topographic map and have
 HS1437.an estimated accuracy of +/- 6 seconds.
 HS1437
 HS1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1437.The vertical order pertains to the NGVD 29 superseded value.
 HS1437
 HS1437.The geoid height was determined by GEOID03.
 HS1437
 HS1437;                    North         East    Units  Estimated Accuracy
 HS1437;SPC CA 3     -   564,370.    1,999,880.      MT  (+/- 180 meters Scaled)
 HS1437
 HS1437                          SUPERSEDED SURVEY CONTROL
 HS1437
 HS1437  NGVD 29 (??/??/??)   41.13   (m)          134.9    (f) RESET       3  
 HS1437
 HS1437.Superseded values are not recommended for survey control.
 HS1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1437.See file dsdata.txt to determine how the superseded data were derived.
 HS1437
 HS1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG221066(NAD 83)
 HS1437_MARKER: DD = SURVEY DISK
 HS1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS1437_SP_SET: BRIDGE
 HS1437_STAMPING: 80
 HS1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS1437
 HS1437  HISTORY     - Date     Condition        Report By
 HS1437  HISTORY     - UNK      MONUMENTED       CADH
 HS1437  HISTORY     - 1957     GOOD             NGS
 HS1437  HISTORY     - 1964     MARK NOT FOUND   NGS
 HS1437
 HS1437                          STATION DESCRIPTION
 HS1437
 HS1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS1437'0.5 MI SW FROM RED TOP.
 HS1437'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE
 HS1437'AT RED TOP, IN R13E T10S, NEAR THE CENTER OF THE EAST BOUNDARY
 HS1437'OF THE NORTHWEST QUARTER OF SECTION 12, AT BRIDGE 1014+30, IN
 HS1437'THE TOP OF THE SOUTHWEST END OF THE SOUTH CONCRETE HEADWALL,
 HS1437'AND 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 HS1437
 HS1437                          STATION RECOVERY (1964)
 HS1437
 HS1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HS1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9044 ***********************************************************************
 EW9044  DESIGNATION -  80 FMK
 EW9044  PID         -  EW9044
 EW9044  STATE/COUNTY-  CA/LOS ANGELES
 EW9044  USGS QUAD   -  CANOGA PARK (1967)
 EW9044
 EW9044                         *CURRENT SURVEY CONTROL
 EW9044  ___________________________________________________________________
 EW9044* NAD 83(1986)-  34 08 39.     (N)    118 36 19.     (W)     SCALED    
 EW9044* NAVD 88     -       369.653  (meters)    1212.77   (feet)  READJUSTED
 EW9044  ___________________________________________________________________
 EW9044  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW9044  DYNAMIC HT  -         369.260 (meters)    1211.48  (feet)  COMP
 EW9044  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 EW9044
 EW9044  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9044
 EW9044.The horizontal coordinates were scaled from a topographic map and have
 EW9044.an estimated accuracy of +/- 6 seconds.
 EW9044
 EW9044.The orthometric height was determined by differential leveling
 EW9044.and adjusted in February 1993.
 EW9044.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9044.distribution rate of 0.0 thru 1.0 mm/km.
 EW9044.The height was derived from older observations constrained to new
 EW9044.heights in a crustal motion area.  The height is approximate in
 EW9044.relation to other heights in its vicinity.
 EW9044
 EW9044.The geoid height was determined by GEOID03.
 EW9044
 EW9044.The dynamic height is computed by dividing the NAVD 88
 EW9044.geopotential number by the normal gravity value computed on the
 EW9044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9044.degrees latitude (g = 980.6199 gals.).
 EW9044
 EW9044.The modeled gravity was interpolated from observed gravity values.
 EW9044
 EW9044;                    North         East    Units  Estimated Accuracy
 EW9044;SPC CA 5     -   571,620.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW9044
 EW9044                          SUPERSEDED SURVEY CONTROL
 EW9044
 EW9044  NGVD 29 (??/??/92)  368.860  (m)         1210.17   (f) ADJ UNCH    1 1
 EW9044
 EW9044.Superseded values are not recommended for survey control.
 EW9044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9044.See file dsdata.txt to determine how the superseded data were derived.
 EW9044
 EW9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520793(NAD 83)
 EW9044_MARKER: DD = SURVEY DISK
 EW9044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9044_SP_SET: CULVERT
 EW9044_STAMPING: 80 FMK 1974
 EW9044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9044
 EW9044  HISTORY     - Date     Condition        Report By
 EW9044  HISTORY     - 1974     MONUMENTED       USGS
 EW9044  HISTORY     - 1974     GOOD             CA-037
 EW9044  HISTORY     - 1978     GOOD             NGS
 EW9044  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW9044
 EW9044                          STATION DESCRIPTION
 EW9044
 EW9044'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9044'IN WOODLAND HILLS.
 EW9044'TOPANGA CANYON BOULEVARD ON THE SOUTH SIDE, 0.7 MILE SOUTHERLY FROM
 EW9044'MULHOLLAND DRIVE.  99.0 FEET SOUTHWESTERLY OF POWER POWER POLE NO.
 EW9044'1451471E.  98.0 FEET SOUTHEASTERLY OF POWER POLE NO. 1451470E.  24.5
 EW9044'FEET WESTERLY OF 20 MPH SIGN.  THE DISK IS SET IN THE TOP OF A
 EW9044'CONCRETE HEADWALL OF CULVERT, 0.5 FOOT WEST OF EAST END.
 EW9044
 EW9044                          STATION RECOVERY (1978)
 EW9044
 EW9044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9044'1.95 MILES SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE INTERSECTION
 EW9044'OF VENTURA BOULEVARD AT WOODLAND HILLS, IN TOP AND 0.5 FT. WEST OF THE
 EW9044'EAST END OF A CONCRETE CULVERT UNDER BOULEVARD, 40 FT. SOUTH OF THE
 EW9044'BOULEVARD, 97 FT. SOUTHEAST AND ACROSS BOULEVARD FROM A POWER POLE
 EW9044'NUMBER 1451470E, 89 FT. SOUTHEAST OF THE WEST END OF A METAL
 EW9044'GUARDRAIL, 44 FT. WEST OF A PRIVATE GRAVEL DRIVEWAY.
 EW9044
 EW9044                          STATION RECOVERY (1989)
 EW9044
 EW9044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9044'THE MARK IS ON PRIVATE PROPERTY AND PERMISSION WAS NOT GRANTED TO
 EW9044'SEARCH FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5416 ***********************************************************************
 EW5416  DESIGNATION -  80 FMK USGS
 EW5416  PID         -  EW5416
 EW5416  STATE/COUNTY-  CA/VENTURA
 EW5416  USGS QUAD   -  MATILIJA (1988)
 EW5416
 EW5416                         *CURRENT SURVEY CONTROL
 EW5416  ___________________________________________________________________
 EW5416* NAD 83(1986)-  34 22 33.     (N)    119 18 23.     (W)     SCALED    
 EW5416* NAVD 88     -        92.719  (meters)     304.20   (feet)  ADJUSTED  
 EW5416  ___________________________________________________________________
 EW5416  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 EW5416  DYNAMIC HT  -          92.621 (meters)     303.87  (feet)  COMP
 EW5416  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 EW5416
 EW5416  VERT ORDER  -  FIRST     CLASS I
 EW5416
 EW5416.The horizontal coordinates were scaled from a topographic map and have
 EW5416.an estimated accuracy of +/- 6 seconds.
 EW5416
 EW5416.The orthometric height was determined by differential leveling
 EW5416.and adjusted in June 1991.
 EW5416.WARNING-Repeat measurements at this control monument indicate possible
 EW5416.vertical movement.
 EW5416
 EW5416.The geoid height was determined by GEOID03.
 EW5416
 EW5416.The dynamic height is computed by dividing the NAVD 88
 EW5416.geopotential number by the normal gravity value computed on the
 EW5416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5416.degrees latitude (g = 980.6199 gals.).
 EW5416
 EW5416.The modeled gravity was interpolated from observed gravity values.
 EW5416
 EW5416;                    North         East    Units  Estimated Accuracy
 EW5416;SPC CA 5     -   597,930.    1,879,850.      MT  (+/- 180 meters Scaled)
 EW5416
 EW5416                          SUPERSEDED SURVEY CONTROL
 EW5416
 EW5416  NGVD 29 (??/??/92)   91.955  (m)          301.69   (f) ADJ UNCH    1 1
 EW5416
 EW5416.Superseded values are not recommended for survey control.
 EW5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5416.See file dsdata.txt to determine how the superseded data were derived.
 EW5416
 EW5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU879062(NAD 83)
 EW5416_MARKER: DB = BENCH MARK DISK
 EW5416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5416_SP_SET: MAN HOLE
 EW5416_STAMPING: 80 FMK 1973
 EW5416
 EW5416  HISTORY     - Date     Condition        Report By
 EW5416  HISTORY     - UNK      MONUMENTED
 EW5416  HISTORY     - 1977     GOOD             NGS
 EW5416  HISTORY     - 1983     GOOD             USGS
 EW5416
 EW5416                          STATION DESCRIPTION
 EW5416
 EW5416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5416'7.0 MI SW FROM OJAI.
 EW5416'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5416'OJAI, THENCE 6.05 MILES SOUTHWEST ALONG STATE HIGHWAY 33, 0.35 MILE
 EW5416'SOUTH OF BRIDGE 52-65 OVER SAN ANTONIO CREEK, 256.O FT. NORTH OF THE
 EW5416'WEST ONE OF TWO 4 BY 4-INCH POST SUPPORTING A CASITAS SPRINGS CITY
 EW5416'LIMIT SIGN, 162.2 FT. NORTH OF THE EXTENDED CENTER LINE OF NYE ROAD,
 EW5416'132.4 FT. SOUTH OF POWER POLE 16227F, 34.0 FT. WEST OF THE CENTER LINE
 EW5416'OF THE HIGHWAY, IN THE NORTHWEST CORNER OF A 5 BY 5-FT. CONCRETE MAN
 EW5416'HOLE ENTRANCE TO WATER MAINS 152 AND 01, 39.2 FT. NORTH OF A TWIN
 EW5416'TRUNK TREE.
 EW5416
 EW5416                          STATION RECOVERY (1983)
 EW5416
 EW5416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1040 ***********************************************************************
 JS1040  DESIGNATION -  80 USE
 JS1040  PID         -  JS1040
 JS1040  STATE/COUNTY-  CA/SACRAMENTO
 JS1040  USGS QUAD   -  FLORIN (1980)
 JS1040
 JS1040                         *CURRENT SURVEY CONTROL
 JS1040  ___________________________________________________________________
 JS1040* NAD 83(1986)-  38 27 22.     (N)    121 30 03.     (W)     SCALED    
 JS1040* NAVD 88     -         8.86   (+/-2cm)      29.1    (feet)  VERTCON   
 JS1040  ___________________________________________________________________
 JS1040  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JS1040  VERT ORDER  -  THIRD (See Below)
 JS1040
 JS1040.The horizontal coordinates were scaled from a topographic map and have
 JS1040.an estimated accuracy of +/- 6 seconds.
 JS1040
 JS1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1040.The vertical order pertains to the NGVD 29 superseded value.
 JS1040
 JS1040.The geoid height was determined by GEOID03.
 JS1040
 JS1040;                    North         East    Units  Estimated Accuracy
 JS1040;SPC CA 2     -   587,750.    2,043,570.      MT  (+/- 180 meters Scaled)
 JS1040
 JS1040                          SUPERSEDED SURVEY CONTROL
 JS1040
 JS1040  NGVD 29 (??/??/??)    8.10   (m)           26.6    (f) RESET       3  
 JS1040
 JS1040.Superseded values are not recommended for survey control.
 JS1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1040.See file dsdata.txt to determine how the superseded data were derived.
 JS1040
 JS1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH308574(NAD 83)
 JS1040_MARKER: DD = SURVEY DISK
 JS1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1040_SP_SET: PIER
 JS1040_STAMPING: 80 29.52
 JS1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1040
 JS1040  HISTORY     - Date     Condition        Report By
 JS1040  HISTORY     - UNK      MONUMENTED       DOD
 JS1040  HISTORY     - 1960     GOOD             NGS
 JS1040
 JS1040                          STATION DESCRIPTION
 JS1040
 JS1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS1040'AT FREEPORT.
 JS1040'AT FREEPORT, IN TOP OF THE SOUTH END OF THE EAST CONCRETE
 JS1040'PIER OF A DRAWBRIDGE OVER THE SACRAMENTO RIVER, 13 1/2 FEET
 JS1040'SOUTH OF THE CENTER LINE OF THE BRIDGE, AND ABOUT 7 FEET LOWER
 JS1040'THAN THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0078 ***********************************************************************
 FT0078  DESIGNATION -  80 WFM
 FT0078  PID         -  FT0078
 FT0078  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0078  USGS QUAD   -  EAST OF GOLDSTONE (1986)
 FT0078
 FT0078                         *CURRENT SURVEY CONTROL
 FT0078  ___________________________________________________________________
 FT0078* NAD 83(1986)-  35 17 40.     (N)    116 50 37.     (W)     SCALED    
 FT0078* NAVD 88     -      1067.808  (meters)    3503.30   (feet)  ADJUSTED  
 FT0078  ___________________________________________________________________
 FT0078  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FT0078  DYNAMIC HT  -        1066.562 (meters)    3499.21  (feet)  COMP
 FT0078  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 FT0078  OBS GRAVITY -     979,430.4   (mgal)                       GRAV_OBS
 FT0078
 FT0078  VERT ORDER  -  FIRST     CLASS I
 FT0078
 FT0078.The horizontal coordinates were scaled from a topographic map and have
 FT0078.an estimated accuracy of +/- 6 seconds.
 FT0078
 FT0078.The orthometric height was determined by differential leveling
 FT0078.and adjusted in June 1991.
 FT0078
 FT0078.The geoid height was determined by GEOID03.
 FT0078
 FT0078.The dynamic height is computed by dividing the NAVD 88
 FT0078.geopotential number by the normal gravity value computed on the
 FT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0078.degrees latitude (g = 980.6199 gals.).
 FT0078
 FT0078.The modeled gravity was interpolated from observed gravity values.
 FT0078.The observed gravity was obtained from relative gravimeter ties
 FT0078.to the IGSN71 gravity network.
 FT0078
 FT0078;                    North         East    Units  Estimated Accuracy
 FT0078;SPC CA 5     -   699,660.    2,105,180.      MT  (+/- 180 meters Scaled)
 FT0078
 FT0078                          SUPERSEDED SURVEY CONTROL
 FT0078
 FT0078  NGVD 29 (??/??/92) 1066.999  (m)         3500.65   (f) ADJ UNCH    1 1
 FT0078
 FT0078.Superseded values are not recommended for survey control.
 FT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0078.See file dsdata.txt to determine how the superseded data were derived.
 FT0078
 FT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV142057(NAD 83)
 FT0078_MARKER: DD = SURVEY DISK
 FT0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0078_STAMPING: 80 WFM 3500 1946
 FT0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0078+STABILITY: SURFACE MOTION
 FT0078
 FT0078  HISTORY     - Date     Condition        Report By
 FT0078  HISTORY     - 1946     MONUMENTED       USGS
 FT0078  HISTORY     - 1963     GOOD             NGS
 FT0078  HISTORY     - 1977     GOOD             NGS
 FT0078
 FT0078                          STATION DESCRIPTION
 FT0078
 FT0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0078'38.9 MI NE FROM BARSTOW.
 FT0078'6.4 MILES NORTH ALONG CAMP IRWIN ROAD FROM THE JUNCTION OF U.S.
 FT0078'HIGHWAY 466 AT BARSTOW, THENCE 27.9 MILES NORTH AND NORTHEAST
 FT0078'ALONG GOLDSTONE ROAD, THENCE 4.6 MILES SOUTHEAST AND EAST ALONG
 FT0078'A GRADED ROAD, 33 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 FT0078'THE ROAD, 1.1 FEET NORTH-NORTHWEST OF A WITNESS POST, ABOUT 2
 FT0078'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FT0078'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 FT0078
 FT0078                          STATION RECOVERY (1977)
 FT0078
 FT0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0078'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0078'GOLDSTONE ROAD AT FORT IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0078'NASA ROAD, THENCE 2.45 MILES NORTHWEST ALONG GOLDSTONE ROAD,
 FT0078'THENCE 1.7 MILES WEST ALONG A GRADED ROAD, 92 FT. SOUTHEAST OF
 FT0078'THE CENTER LINE OF THE ROAD, 33.5 FT. SOUTHEAST OF THE CENTER OF
 FT0078'A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0393 ***********************************************************************
 GU0393  DESIGNATION -  80.50 RT USBR
 GU0393  PID         -  GU0393
 GU0393  STATE/COUNTY-  CA/MERCED
 GU0393  USGS QUAD   -  ORTIGALITA PEAK NW (1984)
 GU0393
 GU0393                         *CURRENT SURVEY CONTROL
 GU0393  ___________________________________________________________________
 GU0393* NAD 83(1986)-  36 59 16.     (N)    120 53 32.     (W)     SCALED    
 GU0393* NAVD 88     -        70.64   (+/-2cm)     231.8    (feet)  VERTCON   
 GU0393  ___________________________________________________________________
 GU0393  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GU0393  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0393
 GU0393.The horizontal coordinates were scaled from a topographic map and have
 GU0393.an estimated accuracy of +/- 6 seconds.
 GU0393
 GU0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0393.The vertical order pertains to the NGVD 29 superseded value.
 GU0393
 GU0393.The geoid height was determined by GEOID03.
 GU0393
 GU0393;                    North         East    Units  Estimated Accuracy
 GU0393;SPC CA 3     -   554,210.    1,965,080.      MT  (+/- 180 meters Scaled)
 GU0393
 GU0393                          SUPERSEDED SURVEY CONTROL
 GU0393
 GU0393  NGVD 29 (??/??/??)   69.765  (m)          228.89   (f) ADJUSTED    1 1
 GU0393
 GU0393.Superseded values are not recommended for survey control.
 GU0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0393.See file dsdata.txt to determine how the superseded data were derived.
 GU0393
 GU0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF875955(NAD 83)
 GU0393_MARKER: DD = SURVEY DISK
 GU0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0393_SP_SET: DRAIN INLET
 GU0393_STAMPING: 80.50 RT
 GU0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0393
 GU0393  HISTORY     - Date     Condition        Report By
 GU0393  HISTORY     - UNK      MONUMENTED       BOR
 GU0393  HISTORY     - 1967     GOOD             NGS
 GU0393  HISTORY     - 1975     GOOD             NGS
 GU0393
 GU0393                          STATION DESCRIPTION
 GU0393
 GU0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0393'6.2 MI NW FROM DOS AMIGOS PUMP PLANT.
 GU0393'6.2 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0393'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.2 FEET NORTHWEST OF
 GU0393'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN
 GU0393'INLET STRUCTURE DI 80.50, 20 FEET SOUTHWEST OF THE CENTER LINE
 GU0393'OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 2 1/2 FEET LOWER THAN
 GU0393'THE ROAD.
 GU0393
 GU0393                          STATION RECOVERY (1975)
 GU0393
 GU0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0394 ***********************************************************************
 GU0394  DESIGNATION -  80.51 I USBR
 GU0394  PID         -  GU0394
 GU0394  STATE/COUNTY-  CA/MERCED
 GU0394  USGS QUAD   -  ORTIGALITA PEAK NW (1984)
 GU0394
 GU0394                         *CURRENT SURVEY CONTROL
 GU0394  ___________________________________________________________________
 GU0394* NAD 83(1986)-  36 59 21.     (N)    120 53 30.     (W)     SCALED    
 GU0394* NAVD 88     -        72.70   (+/-2cm)     238.5    (feet)  VERTCON   
 GU0394  ___________________________________________________________________
 GU0394  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 GU0394  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0394
 GU0394.The horizontal coordinates were scaled from a topographic map and have
 GU0394.an estimated accuracy of +/- 6 seconds.
 GU0394
 GU0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0394.The vertical order pertains to the NGVD 29 superseded value.
 GU0394
 GU0394.The geoid height was determined by GEOID03.
 GU0394
 GU0394;                    North         East    Units  Estimated Accuracy
 GU0394;SPC CA 3     -   554,360.    1,965,130.      MT  (+/- 180 meters Scaled)
 GU0394
 GU0394                          SUPERSEDED SURVEY CONTROL
 GU0394
 GU0394  NGVD 29 (??/??/??)   71.827  (m)          235.65   (f) ADJUSTED    1 1
 GU0394
 GU0394.Superseded values are not recommended for survey control.
 GU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0394.See file dsdata.txt to determine how the superseded data were derived.
 GU0394
 GU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF876957(NAD 83)
 GU0394_MARKER: DD = SURVEY DISK
 GU0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0394_SP_SET: BRIDGE
 GU0394_STAMPING: 80.51 LT
 GU0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0394
 GU0394  HISTORY     - Date     Condition        Report By
 GU0394  HISTORY     - UNK      MONUMENTED       BOR
 GU0394  HISTORY     - 1967     GOOD             NGS
 GU0394  HISTORY     - 1975     GOOD             NGS
 GU0394
 GU0394                          STATION DESCRIPTION
 GU0394
 GU0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0394'6.2 MI NW FROM DOS AMIGOS PUMP PLANT.
 GU0394'6.2 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0394'AMIGOS PUMP PLANT, AT THE CROSSING OF CREEK ROAD, IN THE TOP
 GU0394'AND 2.9 FEET SOUTH OF THE NORTH END OF THE NORTHEAST CONCRETE
 GU0394'WING WALL OF CREEK ROAD BRIDGE OVER THE AQUEDUCT, 14 FEET EAST
 GU0394'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN
 GU0394'THE ROAD.
 GU0394
 GU0394                          STATION RECOVERY (1975)
 GU0394
 GU0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0395 ***********************************************************************
 GU0395  DESIGNATION -  80.65 R USBR
 GU0395  PID         -  GU0395
 GU0395  STATE/COUNTY-  CA/MERCED
 GU0395  USGS QUAD   -  ORTIGALITA PEAK NW (1984)
 GU0395
 GU0395                         *CURRENT SURVEY CONTROL
 GU0395  ___________________________________________________________________
 GU0395* NAD 83(1986)-  36 59 13.     (N)    120 53 22.     (W)     SCALED    
 GU0395* NAVD 88     -        70.58   (+/-2cm)     231.6    (feet)  VERTCON   
 GU0395  ___________________________________________________________________
 GU0395  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 GU0395  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0395
 GU0395.The horizontal coordinates were scaled from a topographic map and have
 GU0395.an estimated accuracy of +/- 6 seconds.
 GU0395
 GU0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0395.The vertical order pertains to the NGVD 29 superseded value.
 GU0395
 GU0395.The geoid height was determined by GEOID03.
 GU0395
 GU0395;                    North         East    Units  Estimated Accuracy
 GU0395;SPC CA 3     -   554,110.    1,965,330.      MT  (+/- 180 meters Scaled)
 GU0395
 GU0395                          SUPERSEDED SURVEY CONTROL
 GU0395
 GU0395  NGVD 29 (??/??/??)   69.701  (m)          228.68   (f) ADJUSTED    1 1
 GU0395
 GU0395.Superseded values are not recommended for survey control.
 GU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0395.See file dsdata.txt to determine how the superseded data were derived.
 GU0395
 GU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF878955(NAD 83)
 GU0395_MARKER: DD = SURVEY DISK
 GU0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0395_SP_SET: DRAIN INLET
 GU0395_STAMPING: 80.65 RT
 GU0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0395
 GU0395  HISTORY     - Date     Condition        Report By
 GU0395  HISTORY     - UNK      MONUMENTED       BOR
 GU0395  HISTORY     - 1967     GOOD             NGS
 GU0395  HISTORY     - 1975     GOOD             NGS
 GU0395
 GU0395                          STATION DESCRIPTION
 GU0395
 GU0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0395'6.1 MI NW FROM DOS AMIGOS PUMP PLANT.
 GU0395'6.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0395'AMIGOS PUMP PLANT, IN THE TOP AND 1.8 FEET NORTHWEST OF THE
 GU0395'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN
 GU0395'INLET DI 80.65, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0395'SOUTHWEST LEVEE ROAD, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
 GU0395
 GU0395                          STATION RECOVERY (1975)
 GU0395
 GU0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3851 ***********************************************************************
 JS3851  DESIGNATION -  800 R 376
 JS3851  PID         -  JS3851
 JS3851  STATE/COUNTY-  CA/PLACER
 JS3851  USGS QUAD   -  AUBURN (1981)
 JS3851
 JS3851                         *CURRENT SURVEY CONTROL
 JS3851  ___________________________________________________________________
 JS3851* NAD 83(1986)-  38 55 34.     (N)    121 00 55.     (W)     SCALED    
 JS3851* NAVD 88     -       434.22   (+/-2cm)    1424.6    (feet)  VERTCON   
 JS3851  ___________________________________________________________________
 JS3851  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 JS3851  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3851
 JS3851.The horizontal coordinates were scaled from a topographic map and have
 JS3851.an estimated accuracy of +/- 6 seconds.
 JS3851
 JS3851.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3851.The vertical order pertains to the NGVD 29 superseded value.
 JS3851
 JS3851.The geoid height was determined by GEOID03.
 JS3851
 JS3851;                    North         East    Units  Estimated Accuracy
 JS3851;SPC CA 2     -   640,270.    2,085,380.      MT  (+/- 180 meters Scaled)
 JS3851
 JS3851                          SUPERSEDED SURVEY CONTROL
 JS3851
 JS3851  NGVD 29 (??/??/92)  433.422  (m)         1421.99   (f) ADJ UNCH    1 1
 JS3851
 JS3851.Superseded values are not recommended for survey control.
 JS3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3851.See file dsdata.txt to determine how the superseded data were derived.
 JS3851
 JS3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ720104(NAD 83)
 JS3851_MARKER: DD = SURVEY DISK
 JS3851_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JS3851_SP_SET: ROCK CREVASE
 JS3851_STAMPING: 245 859 800 R 376
 JS3851_MARK LOGO: BOR   
 JS3851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS3851
 JS3851  HISTORY     - Date     Condition        Report By
 JS3851  HISTORY     - 1977     MONUMENTED       BOR
 JS3851  HISTORY     - 1980     GOOD             WPRS
 JS3851  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS3851
 JS3851                          STATION DESCRIPTION
 JS3851
 JS3851'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3851'4.0 MI NE FROM AUBURN.
 JS3851'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3851'AUBURN RAVINE OFF RAMP, THENCE 2.3 MILES NORTHEAST ALONG THE AUBURN
 JS3851'FORESTHILL ROAD, 1.2 MILES EAST OF THE EAST END OF THE HIGH BRIDGE
 JS3851'OVER THE AMERICAN RIVER, 33 FEET NORTH OF THE ROAD.
 JS3851'THE MARK IS 2.0 FT ABOVE ROAD SHOULDER.
 JS3851
 JS3851                          STATION RECOVERY (2004)
 JS3851
 JS3851'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3852 ***********************************************************************
 JS3852  DESIGNATION -  800 R 377
 JS3852  PID         -  JS3852
 JS3852  STATE/COUNTY-  CA/PLACER
 JS3852  USGS QUAD   -  AUBURN (1981)
 JS3852
 JS3852                         *CURRENT SURVEY CONTROL
 JS3852  ___________________________________________________________________
 JS3852* NAD 83(1986)-  38 56 06.     (N)    121 00 12.     (W)     SCALED    
 JS3852* NAVD 88     -       450.69   (+/-2cm)    1478.6    (feet)  VERTCON   
 JS3852  ___________________________________________________________________
 JS3852  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 JS3852  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3852
 JS3852.The horizontal coordinates were scaled from a topographic map and have
 JS3852.an estimated accuracy of +/- 6 seconds.
 JS3852
 JS3852.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3852.The vertical order pertains to the NGVD 29 superseded value.
 JS3852
 JS3852.The geoid height was determined by GEOID03.
 JS3852
 JS3852;                    North         East    Units  Estimated Accuracy
 JS3852;SPC CA 2     -   641,270.    2,086,410.      MT  (+/- 180 meters Scaled)
 JS3852
 JS3852                          SUPERSEDED SURVEY CONTROL
 JS3852
 JS3852  NGVD 29 (??/??/92)  449.892  (m)         1476.02   (f) ADJ UNCH    1 1
 JS3852
 JS3852.Superseded values are not recommended for survey control.
 JS3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3852.See file dsdata.txt to determine how the superseded data were derived.
 JS3852
 JS3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ730114(NAD 83)
 JS3852_MARKER: DD = SURVEY DISK
 JS3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS3852_SP_SET: CONCRETE POST
 JS3852_STAMPING: 245 859 800 R 377 1977
 JS3852_MARK LOGO: BOR   
 JS3852_PROJECTION: PROJECTING 10 CENTIMETERS
 JS3852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS3852+STABILITY: SURFACE MOTION
 JS3852
 JS3852  HISTORY     - Date     Condition        Report By
 JS3852  HISTORY     - 1977     MONUMENTED       BOR
 JS3852  HISTORY     - 1980     GOOD             WPRS
 JS3852  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS3852
 JS3852                          STATION DESCRIPTION
 JS3852
 JS3852'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3852'5.0 MI NE FROM AUBURN.
 JS3852'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3852'AUBURN RAVINE OFF RAMP, THENCE 3.3 MILES NORTHEAST ALONG THE AUBURN
 JS3852'FORESTHILL ROAD, 2.1 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3852'BRIDGE OVER THE AMERICAN RIVER.
 JS3852
 JS3852                          STATION RECOVERY (2004)
 JS3852
 JS3852'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3853 ***********************************************************************
 JS3853  DESIGNATION -  800 R 378
 JS3853  PID         -  JS3853
 JS3853  STATE/COUNTY-  CA/PLACER
 JS3853  USGS QUAD   -  GREENWOOD (1973)
 JS3853
 JS3853                         *CURRENT SURVEY CONTROL
 JS3853  ___________________________________________________________________
 JS3853* NAD 83(1986)-  38 56 30.     (N)    120 59 13.     (W)     SCALED    
 JS3853* NAVD 88     -       479.56   (+/-2cm)    1573.4    (feet)  VERTCON   
 JS3853  ___________________________________________________________________
 JS3853  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 JS3853  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3853
 JS3853.The horizontal coordinates were scaled from a topographic map and have
 JS3853.an estimated accuracy of +/- 6 seconds.
 JS3853
 JS3853.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3853.The vertical order pertains to the NGVD 29 superseded value.
 JS3853
 JS3853.The geoid height was determined by GEOID03.
 JS3853
 JS3853;                    North         East    Units  Estimated Accuracy
 JS3853;SPC CA 2     -   642,020.    2,087,820.      MT  (+/- 180 meters Scaled)
 JS3853
 JS3853                          SUPERSEDED SURVEY CONTROL
 JS3853
 JS3853  NGVD 29 (??/??/92)  478.762  (m)         1570.74   (f) ADJ UNCH    1 1
 JS3853
 JS3853.Superseded values are not recommended for survey control.
 JS3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3853.See file dsdata.txt to determine how the superseded data were derived.
 JS3853
 JS3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ744122(NAD 83)
 JS3853_MARKER: DD = SURVEY DISK
 JS3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS3853_SP_SET: CONCRETE POST
 JS3853_STAMPING: 245 859 800 R 378 1977
 JS3853_MARK LOGO: BOR   
 JS3853_PROJECTION: PROJECTING 10 CENTIMETERS
 JS3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS3853+STABILITY: SURFACE MOTION
 JS3853
 JS3853  HISTORY     - Date     Condition        Report By
 JS3853  HISTORY     - 1977     MONUMENTED       BOR
 JS3853  HISTORY     - 1980     GOOD             WPRS
 JS3853  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS3853
 JS3853                          STATION DESCRIPTION
 JS3853
 JS3853'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3853'6.0 MI NE FROM AUBURN.
 JS3853'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3853'AUBURN RAVINE OFF RAMP, THENCE 4.3 MILES NORTHEAST ALONG THE AUBURN
 JS3853'FORESTHILL ROAD, 3.1 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3853'BRIDGE OVER THE AMERICAN RIVER, 44 FEET NORTH OF THE CENTERLINE OF THE
 JS3853'ROAD, AND 33 FEET NORTH-NORTHEAST OF A POWER POLE.
 JS3853'THE MARK IS 0.4 FT ABOVE ROAD TURNOUT.
 JS3853
 JS3853                          STATION RECOVERY (2004)
 JS3853
 JS3853'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3854 ***********************************************************************
 JS3854  DESIGNATION -  800 R 379
 JS3854  PID         -  JS3854
 JS3854  STATE/COUNTY-  CA/PLACER
 JS3854  USGS QUAD   -  GREENWOOD (1973)
 JS3854
 JS3854                         *CURRENT SURVEY CONTROL
 JS3854  ___________________________________________________________________
 JS3854* NAD 83(1986)-  38 56 57.     (N)    120 58 26.     (W)     SCALED    
 JS3854* NAVD 88     -       525.16   (+/-2cm)    1723.0    (feet)  VERTCON   
 JS3854  ___________________________________________________________________
 JS3854  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 JS3854  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3854
 JS3854.The horizontal coordinates were scaled from a topographic map and have
 JS3854.an estimated accuracy of +/- 6 seconds.
 JS3854
 JS3854.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3854.The vertical order pertains to the NGVD 29 superseded value.
 JS3854
 JS3854.The geoid height was determined by GEOID03.
 JS3854
 JS3854;                    North         East    Units  Estimated Accuracy
 JS3854;SPC CA 2     -   642,870.    2,088,940.      MT  (+/- 180 meters Scaled)
 JS3854
 JS3854                          SUPERSEDED SURVEY CONTROL
 JS3854
 JS3854  NGVD 29 (??/??/92)  524.369  (m)         1720.37   (f) ADJ UNCH    1 1
 JS3854
 JS3854.Superseded values are not recommended for survey control.
 JS3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3854.See file dsdata.txt to determine how the superseded data were derived.
 JS3854
 JS3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ755130(NAD 83)
 JS3854_MARKER: DD = SURVEY DISK
 JS3854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS3854_SP_SET: CONCRETE POST
 JS3854_STAMPING: 245 859 800 R 379 1977
 JS3854_MARK LOGO: BOR   
 JS3854_PROJECTION: FLUSH
 JS3854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS3854+STABILITY: SURFACE MOTION
 JS3854
 JS3854  HISTORY     - Date     Condition        Report By
 JS3854  HISTORY     - 1977     MONUMENTED       BOR
 JS3854  HISTORY     - 1980     GOOD             WPRS
 JS3854  HISTORY     - 20040313 GOOD             CADT
 JS3854
 JS3854                          STATION DESCRIPTION
 JS3854
 JS3854'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3854'7.0 MI NE FROM AUBURN.
 JS3854'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3854'AUBURN RAVINE OFF RAMP, THENCE 5.3 MILES NORTHEAST ALONG THE AUBURN
 JS3854'FORESTHILL ROAD, 4.1 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3854'BRIDGE OVER THE AMERICAN RIVER, 31 FEET EAST OF THE CENTERLINE OF THE
 JS3854'ROAD, 20 FEET SOUTHEAST OF THE MAIN GATE TO SIESMIC VAULT, 8 FEET
 JS3854'NORTHEAST OF A POWE POLE, AND 2 FEET FROM A FENCE CORNER.
 JS3854
 JS3854                          STATION RECOVERY (2004)
 JS3854
 JS3854'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3856 ***********************************************************************
 JS3856  DESIGNATION -  800 R 380
 JS3856  PID         -  JS3856
 JS3856  STATE/COUNTY-  CA/PLACER
 JS3856  USGS QUAD   -  GREENWOOD (1973)
 JS3856
 JS3856                         *CURRENT SURVEY CONTROL
 JS3856  ___________________________________________________________________
 JS3856* NAD 83(1986)-  38 57 10.     (N)    120 57 36.     (W)     SCALED    
 JS3856* NAVD 88     -       571.43   (+/-2cm)    1874.8    (feet)  VERTCON   
 JS3856  ___________________________________________________________________
 JS3856  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 JS3856  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3856
 JS3856.The horizontal coordinates were scaled from a topographic map and have
 JS3856.an estimated accuracy of +/- 6 seconds.
 JS3856
 JS3856.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3856.The vertical order pertains to the NGVD 29 superseded value.
 JS3856
 JS3856.The geoid height was determined by GEOID03.
 JS3856
 JS3856;                    North         East    Units  Estimated Accuracy
 JS3856;SPC CA 2     -   643,280.    2,090,140.      MT  (+/- 180 meters Scaled)
 JS3856
 JS3856                          SUPERSEDED SURVEY CONTROL
 JS3856
 JS3856  NGVD 29 (??/??/92)  570.639  (m)         1872.17   (f) ADJ UNCH    1 1
 JS3856
 JS3856.Superseded values are not recommended for survey control.
 JS3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3856.See file dsdata.txt to determine how the superseded data were derived.
 JS3856
 JS3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ767135(NAD 83)
 JS3856_MARKER: DD = SURVEY DISK
 JS3856_SETTING: 66 = SET IN ROCK OUTCROP
 JS3856_SP_SET: ROCK OUTCROP
 JS3856_STAMPING: 245 859 800 R 380 1977
 JS3856_MARK LOGO: BOR   
 JS3856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS3856+STABILITY: POSITION/ELEVATION WELL
 JS3856
 JS3856  HISTORY     - Date     Condition        Report By
 JS3856  HISTORY     - 1977     MONUMENTED       BOR
 JS3856  HISTORY     - 1980     GOOD             WPRS
 JS3856  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS3856
 JS3856                          STATION DESCRIPTION
 JS3856
 JS3856'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3856'8.1 MI NE FROM AUBURN.
 JS3856'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3856'AUBURN RAVINE OFF RAMP, THENCE 6.4 MILES NORTHEAST ALONG THE AUBURN
 JS3856'FORESTHILL ROAD, 5.2 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3856'BRIDGE OVER THE AMERICAN RIVER, 33 FEET SOUTH OF THE CENTERLINE OF
 JS3856'THE ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 JS3856
 JS3856                          STATION RECOVERY (2004)
 JS3856
 JS3856'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3858 ***********************************************************************
 JS3858  DESIGNATION -  800 R 381
 JS3858  PID         -  JS3858
 JS3858  STATE/COUNTY-  CA/PLACER
 JS3858  USGS QUAD   -  GREENWOOD (1973)
 JS3858
 JS3858                         *CURRENT SURVEY CONTROL
 JS3858  ___________________________________________________________________
 JS3858* NAD 83(1986)-  38 58 16.     (N)    120 56 52.     (W)     SCALED    
 JS3858* NAVD 88     -       596.03   (+/-2cm)    1955.5    (feet)  VERTCON   
 JS3858  ___________________________________________________________________
 JS3858  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JS3858  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3858
 JS3858.The horizontal coordinates were scaled from a topographic map and have
 JS3858.an estimated accuracy of +/- 6 seconds.
 JS3858
 JS3858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3858.The vertical order pertains to the NGVD 29 superseded value.
 JS3858
 JS3858.The geoid height was determined by GEOID03.
 JS3858
 JS3858;                    North         East    Units  Estimated Accuracy
 JS3858;SPC CA 2     -   645,330.    2,091,180.      MT  (+/- 180 meters Scaled)
 JS3858
 JS3858                          SUPERSEDED SURVEY CONTROL
 JS3858
 JS3858  NGVD 29 (??/??/92)  595.245  (m)         1952.90   (f) ADJ UNCH    1 1
 JS3858
 JS3858.Superseded values are not recommended for survey control.
 JS3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3858.See file dsdata.txt to determine how the superseded data were derived.
 JS3858
 JS3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ777155(NAD 83)
 JS3858_MARKER: DD = SURVEY DISK
 JS3858_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JS3858_SP_SET: FOUNDATION
 JS3858_STAMPING: 245 859 800 R 381 1977
 JS3858_MARK LOGO: BOR   
 JS3858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS3858+STABILITY: SURFACE MOTION
 JS3858
 JS3858  HISTORY     - Date     Condition        Report By
 JS3858  HISTORY     - 1977     MONUMENTED       BOR
 JS3858  HISTORY     - 1980     GOOD             WPRS
 JS3858
 JS3858                          STATION DESCRIPTION
 JS3858
 JS3858'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3858'10.4 MI NE FROM AUBURN.
 JS3858'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3858'AUBURN RAVINE OFF RAMP, THENCE 8.7 MILES NORTHEAST ALONG THE AUBURN
 JS3858'FORESTHILL ROAD, 7.5 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3858'BRIDGE OVER THE AMERICAN RIVER, 150 FEET SOUTHEAT OF THE CENTERLINE
 JS3858'OF THE ROAD, AND SET IN THE SOUTHEAST CORNER OF A HOUSE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3859 ***********************************************************************
 JS3859  DESIGNATION -  800 R 382
 JS3859  PID         -  JS3859
 JS3859  STATE/COUNTY-  CA/PLACER
 JS3859  USGS QUAD   -  GREENWOOD (1973)
 JS3859
 JS3859                         *CURRENT SURVEY CONTROL
 JS3859  ___________________________________________________________________
 JS3859* NAD 83(1986)-  38 58 55.     (N)    120 56 17.     (W)     SCALED    
 JS3859* NAVD 88     -       656.11   (+/-2cm)    2152.6    (feet)  VERTCON   
 JS3859  ___________________________________________________________________
 JS3859  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 JS3859  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3859
 JS3859.The horizontal coordinates were scaled from a topographic map and have
 JS3859.an estimated accuracy of +/- 6 seconds.
 JS3859
 JS3859.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3859.The vertical order pertains to the NGVD 29 superseded value.
 JS3859
 JS3859.The geoid height was determined by GEOID03.
 JS3859
 JS3859;                    North         East    Units  Estimated Accuracy
 JS3859;SPC CA 2     -   646,540.    2,092,010.      MT  (+/- 180 meters Scaled)
 JS3859
 JS3859                          SUPERSEDED SURVEY CONTROL
 JS3859
 JS3859  NGVD 29 (??/??/92)  655.313  (m)         2149.97   (f) ADJ UNCH    1 1
 JS3859
 JS3859.Superseded values are not recommended for survey control.
 JS3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3859.See file dsdata.txt to determine how the superseded data were derived.
 JS3859
 JS3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ786167(NAD 83)
 JS3859_MARKER: DD = SURVEY DISK
 JS3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS3859_SP_SET: CONCRETE POST
 JS3859_STAMPING: 245 859 800 R 382 1977
 JS3859_MARK LOGO: BOR   
 JS3859_PROJECTION: FLUSH
 JS3859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS3859+STABILITY: SURFACE MOTION
 JS3859
 JS3859  HISTORY     - Date     Condition        Report By
 JS3859  HISTORY     - 1977     MONUMENTED       BOR
 JS3859  HISTORY     - 1980     GOOD             WPRS
 JS3859  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS3859
 JS3859                          STATION DESCRIPTION
 JS3859
 JS3859'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980
 JS3859'11.4 MI NE FROM AUBURN.
 JS3859'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3859'AUBURN RAVINE OFF RAMP, THENCE 9.7 MILES NORTHEAST ALONG THE AUBURN
 JS3859'FORESTHILL ROAD, 8.5 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3859'BRIDGE OVER THE AMERICAN RIVER, 28 FEET SOUTHEAST OF THE CENTERLINE
 JS3859'OF THE ROAD, AND 3 FEET FROM A FENCE.
 JS3859
 JS3859                          STATION RECOVERY (2004)
 JS3859
 JS3859'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS3861 ***********************************************************************
 JS3861  DESIGNATION -  800 R 385
 JS3861  PID         -  JS3861
 JS3861  STATE/COUNTY-  CA/PLACER
 JS3861  USGS QUAD   -  GEORGETOWN (1973)
 JS3861
 JS3861                         *CURRENT SURVEY CONTROL
 JS3861  ___________________________________________________________________
 JS3861* NAD 83(1986)-  38 59 53.     (N)    120 52 17.     (W)     SCALED    
 JS3861* NAVD 88     -       854.95   (+/-2cm)    2804.9    (feet)  VERTCON   
 JS3861  ___________________________________________________________________
 JS3861  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 JS3861  VERT ORDER  -  FIRST     CLASS I (See Below)
 JS3861
 JS3861.The horizontal coordinates were scaled from a topographic map and have
 JS3861.an estimated accuracy of +/- 6 seconds.
 JS3861
 JS3861.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS3861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS3861.The vertical order pertains to the NGVD 29 superseded value.
 JS3861
 JS3861.The geoid height was determined by GEOID03.
 JS3861
 JS3861;                    North         East    Units  Estimated Accuracy
 JS3861;SPC CA 2     -   648,400.    2,097,760.      MT  (+/- 180 meters Scaled)
 JS3861
 JS3861                          SUPERSEDED SURVEY CONTROL
 JS3861
 JS3861  NGVD 29 (??/??/92)  854.126  (m)         2802.25   (f) ADJ UNCH    1 1
 JS3861
 JS3861.Superseded values are not recommended for survey control.
 JS3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3861.See file dsdata.txt to determine how the superseded data were derived.
 JS3861
 JS3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ843187(NAD 83)
 JS3861_MARKER: DD = SURVEY DISK
 JS3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS3861_SP_SET: CONCRETE POST
 JS3861_STAMPING: 245 859 800 R 385 1977
 JS3861_MARK LOGO: BOR   
 JS3861_PROJECTION: FLUSH
 JS3861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS3861+STABILITY: SURFACE MOTION
 JS3861
 JS3861  HISTORY     - Date     Condition        Report By
 JS3861  HISTORY     - 1977     MONUMENTED       BOR
 JS3861  HISTORY     - 1979     GOOD             WPRS
 JS3861  HISTORY     - 20040313 MARK NOT FOUND   CADT
 JS3861
 JS3861                          STATION DESCRIPTION
 JS3861
 JS3861'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1979
 JS3861'15.9 MI NE FROM AUBURN.
 JS3861'1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL
 JS3861'AUBURN RAVINE OFF RAMP, THENCE 14.2 MILES NORTHEAST ALONG THE AUBURN
 JS3861'FORESTHILL ROAD, 13.0 MILES NORTHEAST OF THE EAST END OF THE HIGH
 JS3861'BRIDGE OVER THE AMERICAN RIVER, 51 FEET SOUTH OF THE CENTER LINE OF
 JS3861'THE ROAD, 39 FEET EAST OF A TELEPHONE POLE, AND 15 FEET WEST OF A 30-
 JS3861'INCH CEDAR TREE.
 JS3861
 JS3861                          STATION RECOVERY (2004)
 JS3861
 JS3861'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS3861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0805 ***********************************************************************
 JS0805  DESIGNATION -  802 USGS
 JS0805  PID         -  JS0805
 JS0805  STATE/COUNTY-  CA/EL DORADO
 JS0805  USGS QUAD   -  AUBURN (1981)
 JS0805
 JS0805                         *CURRENT SURVEY CONTROL
 JS0805  ___________________________________________________________________
 JS0805* NAD 83(1986)-  38 54 54.     (N)    121 02 08.     (W)     SCALED    
 JS0805* NAVD 88     -       245.28   (+/-2cm)     804.7    (feet)  VERTCON   
 JS0805  ___________________________________________________________________
 JS0805  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JS0805  VERT ORDER  -  THIRD (See Below)
 JS0805
 JS0805.The horizontal coordinates were scaled from a topographic map and have
 JS0805.an estimated accuracy of +/- 6 seconds.
 JS0805
 JS0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0805.The vertical order pertains to the NGVD 29 superseded value.
 JS0805
 JS0805.The geoid height was determined by GEOID03.
 JS0805
 JS0805;                    North         East    Units  Estimated Accuracy
 JS0805;SPC CA 2     -   639,020.    2,083,640.      MT  (+/- 180 meters Scaled)
 JS0805
 JS0805                          SUPERSEDED SURVEY CONTROL
 JS0805
 JS0805  NGVD 29 (??/??/??)  244.50   (m)          802.2    (f) RESET       3  
 JS0805
 JS0805.Superseded values are not recommended for survey control.
 JS0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0805.See file dsdata.txt to determine how the superseded data were derived.
 JS0805
 JS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ703091(NAD 83)
 JS0805_MARKER: DD = SURVEY DISK
 JS0805_SETTING: 66 = SET IN ROCK OUTCROP
 JS0805_SP_SET: ROCK OUTCROP
 JS0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS0805+STABILITY: POSITION/ELEVATION WELL
 JS0805
 JS0805  HISTORY     - Date     Condition        Report By
 JS0805  HISTORY     - UNK      MONUMENTED       USGS
 JS0805  HISTORY     - 1935     GOOD             NGS
 JS0805
 JS0805                          STATION DESCRIPTION
 JS0805
 JS0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JS0805'3.4 MI E FROM AUBURN.
 JS0805'IN EL DORADO COUNTY, 3.4 MILES EAST ALONG STATE HIGHWAY 49 FROM
 JS0805'THE COUNTY COURTHOUSE AT AUBURN, PLACER COUNTY, ON THE OUTSIDE
 JS0805'OF A U-CURVE, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JS0805'HIGHWAY, 17 FEET SOUTH OF THE SOUTH END OF AN 18-INCH PIPE CULVERT,
 JS0805'AND ON THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0712 ***********************************************************************
 GT0712  DESIGNATION -  805 207 40
 GT0712  PID         -  GT0712
 GT0712  STATE/COUNTY-  CA/KINGS
 GT0712  USGS QUAD   -  WESTHAVEN (1981)
 GT0712
 GT0712                         *CURRENT SURVEY CONTROL
 GT0712  ___________________________________________________________________
 GT0712* NAD 83(1986)-  36 08 17.     (N)    119 54 19.     (W)     SCALED    
 GT0712* NAVD 88     -        66.69   (+/-2cm)     218.8    (feet)  VERTCON   
 GT0712  ___________________________________________________________________
 GT0712  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 GT0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0712
 GT0712.The horizontal coordinates were scaled from a topographic map and have
 GT0712.an estimated accuracy of +/- 6 seconds.
 GT0712
 GT0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0712.The vertical order pertains to the NGVD 29 superseded value.
 GT0712
 GT0712.The geoid height was determined by GEOID03.
 GT0712
 GT0712;                    North         East    Units  Estimated Accuracy
 GT0712;SPC CA 4     -   589,680.    1,918,520.      MT  (+/- 180 meters Scaled)
 GT0712
 GT0712                          SUPERSEDED SURVEY CONTROL
 GT0712
 GT0712  NGVD 29 (??/??/92)   65.801  (m)          215.88   (f) ADJ UNCH    2 0
 GT0712
 GT0712.Superseded values are not recommended for survey control.
 GT0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0712.See file dsdata.txt to determine how the superseded data were derived.
 GT0712
 GT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA385031(NAD 83)
 GT0712_MARKER: DD = SURVEY DISK
 GT0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GT0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GT0712_STAMPING: 805-207-40
 GT0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT0712+STABILITY: SURFACE MOTION
 GT0712
 GT0712  HISTORY     - Date     Condition        Report By
 GT0712  HISTORY     - UNK      MONUMENTED       BOR
 GT0712  HISTORY     - 1972     GOOD             NGS
 GT0712
 GT0712                          STATION DESCRIPTION
 GT0712
 GT0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT0712'6.3 MI SW FROM STRATFORD.
 GT0712'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD,
 GT0712'THENCE 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 1.5
 GT0712'MILES WEST ALONG NEVADA AVENUE, AT THE CROSSING OF A POWER LINE,
 GT0712'AT THE JUNCTION OF 25TH AVENUE, 224 FEET NORTH OF THE CENTER LINE
 GT0712'OF NEVADA AVENUE, 40 FEET WEST OF THE CENTER LINE OF 25TH AVENUE,
 GT0712'1 1/2 FEET SOUTH OF POWER POLE 3868 68/2 N WHICH IS THE FIRST
 GT0712'POLE NORTH OF NEVADA AVENUE, 1.3 FEET NORTH OF A WITNESS POST,
 GT0712'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 GT0712'PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION 33, T20S, R19E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA4368 ***********************************************************************
 AA4368  DESIGNATION -  806 R RESET
 AA4368  PID         -  AA4368
 AA4368  STATE/COUNTY-  CA/SHASTA
 AA4368  USGS QUAD   -  CLOUGH GULCH (1985)
 AA4368
 AA4368                         *CURRENT SURVEY CONTROL
 AA4368  ___________________________________________________________________
 AA4368* NAD 83(1986)-  40 31 52.     (N)    122 06 46.     (W)     SCALED    
 AA4368* NAVD 88     -       247.33   (+/-2cm)     811.4    (feet)  VERTCON   
 AA4368  ___________________________________________________________________
 AA4368  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AA4368  VERT ORDER  -  THIRD (See Below)
 AA4368
 AA4368.The horizontal coordinates were scaled from a topographic map and have
 AA4368.an estimated accuracy of +/- 6 seconds.
 AA4368
 AA4368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4368.The vertical order pertains to the NGVD 29 superseded value.
 AA4368
 AA4368.The geoid height was determined by GEOID03.
 AA4368
 AA4368;                    North         East    Units  Estimated Accuracy
 AA4368;SPC CA 1     -   633,000.    1,990,450.      MT  (+/- 180 meters Scaled)
 AA4368
 AA4368                          SUPERSEDED SURVEY CONTROL
 AA4368
 AA4368  NGVD 29 (08/19/04)  246.53   (m)          808.8    (f) RESET       3  
 AA4368
 AA4368.Superseded values are not recommended for survey control.
 AA4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4368.See file dsdata.txt to determine how the superseded data were derived.
 AA4368
 AA4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK751870(NAD 83)
 AA4368_MARKER: DV = VERTICAL CONTROL DISK
 AA4368_SETTING: 80 = SET IN A BOULDER
 AA4368_STAMPING: 806 R RESET 1978
 AA4368_MARK LOGO: NGS   
 AA4368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4368+STABILITY: SURFACE MOTION
 AA4368
 AA4368  HISTORY     - Date     Condition        Report By
 AA4368  HISTORY     - 1978     MONUMENTED       CADT
 AA4368
 AA4368                          STATION DESCRIPTION
 AA4368
 AA4368'DESCRIBED BY CALTRANS 1978 (DS)
 AA4368'35 MILES (56.3 KM) SOUTHEAST ALONG HIGHWAY 44 FROM THE INTERSECTION OF
 AA4368'MILLVILLE PLAINS ROAD, IN THE NE 1/4 OF SEC 20, 0.2 MILE (0.3 KM)
 AA4368'NORTHWEST OF THE CONCRETE BRIDGE OVER BEAR CREEK, ON TOP OF A CUT BANK
 AA4368'BETWEEN THE HIGHWAY AND A FRONTAGE ROAD, 50 FEET (15.2 M) NORTH AND 18
 AA4368'FEET (5.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 44, 25 FEET (7.6 M)
 AA4368'SOUTH AND LEVEL WITH THE FRONTAGE ROAD AND 20 FEET (6.1 M) WEST OF A
 AA4368'POWER POLE, SET IN THE TOP OF A 5 BY 4 FOOT (1.2 M) BOULDER PROJECTION
 AA4368'0.5 FOOT (15.2 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1696 ***********************************************************************
 GU1696  DESIGNATION -  806 USGS
 GU1696  PID         -  GU1696
 GU1696  STATE/COUNTY-  CA/FRESNO
 GU1696  USGS QUAD   -  COALINGA (1979)
 GU1696
 GU1696                         *CURRENT SURVEY CONTROL
 GU1696  ___________________________________________________________________
 GU1696* NAD 83(1986)-  36 14 09.     (N)    120 18 07.     (W)     SCALED    
 GU1696* NAVD 88     -       246.63   (+/-2cm)     809.2    (feet)  VERTCON   
 GU1696  ___________________________________________________________________
 GU1696  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 GU1696  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1696
 GU1696.The horizontal coordinates were scaled from a topographic map and have
 GU1696.an estimated accuracy of +/- 6 seconds.
 GU1696
 GU1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1696.The vertical order pertains to the NGVD 29 superseded value.
 GU1696
 GU1696.The geoid height was determined by GEOID03.
 GU1696
 GU1696;                    North         East    Units  Estimated Accuracy
 GU1696;SPC CA 4     -   600,940.    1,882,970.      MT  (+/- 180 meters Scaled)
 GU1696
 GU1696                          SUPERSEDED SURVEY CONTROL
 GU1696
 GU1696  NGVD 29 (??/??/92)  245.68   (m)          806.0    (f) COMPUTED    1 2
 GU1696
 GU1696.Superseded values are not recommended for survey control.
 GU1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1696.See file dsdata.txt to determine how the superseded data were derived.
 GU1696
 GU1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF424134(NAD 83)
 GU1696_MARKER: P = PIPE CAP
 GU1696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1696_STAMPING: 806.199 GOSHEN M 6 1907
 GU1696_MARK LOGO: USGS  
 GU1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1696
 GU1696  HISTORY     - Date     Condition        Report By
 GU1696  HISTORY     - 1907     MONUMENTED       USGS
 GU1696  HISTORY     - 1966     GOOD             NGS
 GU1696  HISTORY     - 1966     GOOD             NGS
 GU1696  HISTORY     - 1983     GOOD             NGS
 GU1696
 GU1696                          STATION DESCRIPTION
 GU1696
 GU1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU1696'9 MI NE FROM COALINGA.
 GU1696'8.2 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE
 GU1696'AT COALINGA, FRESNO COUNTY, THENCE 0.8 MILE EAST ALONG A CROSS
 GU1696'ROAD 680 FEET NORTH OF A POWER SUBSTATION, AT A WYE IN THE ROAD
 GU1696'EAST OF THE OIL FIELDS, 457 FEET WEST OF SOCO           . PUMP
 GU1696'PLANT 4, NEAR SONTAG WELL 3, 325 FEET WEST OF A LARGE OIL TANK,
 GU1696'AT THE SOUTH SIDE OF THE ROAD, 14 FEET WEST OF A NORTH-AND-SOUTH
 GU1696'POWER LINE, AND IN LINE WITH AN EAST-AND-WEST ROW OF POLES.  A
 GU1696'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 806.199
 GU1696'GOSHEN M 6 1907 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 GU1696'PROJECTING 1 FOOT ABOVE GROUND.
 GU1696
 GU1696                          STATION RECOVERY (1966)
 GU1696
 GU1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1696'RECOVERED IN GOOD CONDITION.
 GU1696
 GU1696                          STATION RECOVERY (1983)
 GU1696
 GU1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GU1696'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GU1696'0.7 KM (0.45 MI) SOUTH ALONG STATE HIGHWAY 33 FROM THE OIL KING SCHOOL
 GU1696'IN OILFIELDS, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG A PAVED ROAD, IN
 GU1696'THE SOUTHWEST CORNER OF THE INTERSECTION OF A PAVED ROAD, 12.2 METERS
 GU1696'(40 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 25.9 METERS (85 FT) WEST
 GU1696'OF THE CENTER OF A PAVED ROAD, 14.6 METERS (48 FT) WEST OF THE EAST
 GU1696'ONE OF TWO POWER LINE INTERSECTION POLES, 12.2 METERS (40 FT) EAST OF
 GU1696'THE WEST POWER LINE INTERSECTION POLE.  NOTE-CONCRETE HAS BEEN POURED
 GU1696'AROUND THE TOP OF THE MARK AND OLD MEASUREMENTS DONT MATCH.
 GU1696'NOTE--PIPE PROJECTS 35 CM ABOVE THE GROUND. DEPTH UNKNOWN.
 GU1696'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GU1696'THE MARK IS 0.3 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1553 ***********************************************************************
 JS1553  DESIGNATION -  81
 JS1553  PID         -  JS1553
 JS1553  STATE/COUNTY-  CA/YOLO
 JS1553  USGS QUAD   -  CLARKSBURG (1980)
 JS1553
 JS1553                         *CURRENT SURVEY CONTROL
 JS1553  ___________________________________________________________________
 JS1553* NAD 83(1986)-  38 27 21.     (N)    121 30 11.     (W)     SCALED    
 JS1553* NAVD 88     -         8.74   (+/-2cm)      28.7    (feet)  VERTCON   
 JS1553  ___________________________________________________________________
 JS1553  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JS1553  VERT ORDER  -  THIRD (See Below)
 JS1553
 JS1553.The horizontal coordinates were scaled from a topographic map and have
 JS1553.an estimated accuracy of +/- 6 seconds.
 JS1553
 JS1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1553.The vertical order pertains to the NGVD 29 superseded value.
 JS1553
 JS1553.The geoid height was determined by GEOID03.
 JS1553
 JS1553;                    North         East    Units  Estimated Accuracy
 JS1553;SPC CA 2     -   587,720.    2,043,380.      MT  (+/- 180 meters Scaled)
 JS1553
 JS1553                          SUPERSEDED SURVEY CONTROL
 JS1553
 JS1553  NGVD 29 (??/??/??)    7.99   (m)           26.2    (f) RESET       3  
 JS1553
 JS1553.Superseded values are not recommended for survey control.
 JS1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1553.See file dsdata.txt to determine how the superseded data were derived.
 JS1553
 JS1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH306574(NAD 83)
 JS1553_MARKER: P = PIPE CAP
 JS1553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS1553_SP_SET: PIER
 JS1553_STAMPING: 81 29.43
 JS1553_MARK LOGO: USE   
 JS1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS1553
 JS1553  HISTORY     - Date     Condition        Report By
 JS1553  HISTORY     - UNK      MONUMENTED       DOD
 JS1553  HISTORY     - 1951     GOOD             NGS
 JS1553  HISTORY     - 1967     GOOD             NGS
 JS1553  HISTORY     - 1988     GOOD             USPSQD
 JS1553
 JS1553                          STATION DESCRIPTION
 JS1553
 JS1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JS1553'0.3 MI SW FROM FREEPORT.
 JS1553'0.2 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE SCHOOL AT
 JS1553'FREEPORT, THENCE 0.1 MILE WEST ALONG A ROAD LEADING OVER THE
 JS1553'FREEPORT BRIDGE, ON TOP OF THE SOUTH END OF THE WEST CONCRETE
 JS1553'PIER OF THE FREEPORT BRIDGE OVER THE SACRAMENTO RIVER, 13 1/2
 JS1553'FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, AND ABOUT 7.0 FEET
 JS1553'LOWER THAN THE BRIDGE FLOOR.
 JS1553
 JS1553                          STATION RECOVERY (1967)
 JS1553
 JS1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JS1553'RECOVERED IN GOOD CONDITION.
 JS1553
 JS1553                          STATION RECOVERY (1988)
 JS1553
 JS1553'RECOVERY NOTE BY US POWER SQUADRON 1988 (MFH)
 JS1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9205 ***********************************************************************
 JT9205  DESIGNATION -  81 1
 JT9205  PID         -  JT9205
 JT9205  STATE/COUNTY-  CA/NAPA
 JT9205  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9205
 JT9205                         *CURRENT SURVEY CONTROL
 JT9205  ___________________________________________________________________
 JT9205* NAD 83(1986)-  38 14 42.     (N)    122 17 05.     (W)     SCALED    
 JT9205* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 JT9205  ___________________________________________________________________
 JT9205  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT9205  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9205
 JT9205.The horizontal coordinates were scaled from a topographic map and have
 JT9205.an estimated accuracy of +/- 6 seconds.
 JT9205
 JT9205.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9205.The vertical order pertains to the NGVD 29 superseded value.
 JT9205
 JT9205.The geoid height was determined by GEOID03.
 JT9205
 JT9205;                    North         East    Units  Estimated Accuracy
 JT9205;SPC CA 2     -   564,240.    1,975,080.      MT  (+/- 180 meters Scaled)
 JT9205
 JT9205                          SUPERSEDED SURVEY CONTROL
 JT9205
 JT9205  NGVD 29 (??/??/92)    2.19   (m)            7.2    (f) COMPUTED    2 2
 JT9205
 JT9205.Superseded values are not recommended for survey control.
 JT9205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9205.See file dsdata.txt to determine how the superseded data were derived.
 JT9205
 JT9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625332(NAD 83)
 JT9205_MARKER: S = SPIKE
 JT9205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9205_SP_SET: CULVERT
 JT9205_MARK LOGO: NONE  
 JT9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9205
 JT9205  HISTORY     - Date     Condition        Report By
 JT9205  HISTORY     - 1971     MONUMENTED       CA2330
 JT9205
 JT9205                          STATION DESCRIPTION
 JT9205
 JT9205'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9205'SOUTHERN PACIFIC RAILROAD TO VALLEJO AT SOSCOL HILL, A RAILROAD SPIKE
 JT9205'ON SLOUGH CULVERT, EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9206 ***********************************************************************
 JT9206  DESIGNATION -  81 2
 JT9206  PID         -  JT9206
 JT9206  STATE/COUNTY-  CA/NAPA
 JT9206  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9206
 JT9206                         *CURRENT SURVEY CONTROL
 JT9206  ___________________________________________________________________
 JT9206* NAD 83(1986)-  38 14 18.     (N)    122 17 10.     (W)     SCALED    
 JT9206* NAVD 88     -         3.94   (+/-2cm)      12.9    (feet)  VERTCON   
 JT9206  ___________________________________________________________________
 JT9206  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JT9206  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9206
 JT9206.The horizontal coordinates were scaled from a topographic map and have
 JT9206.an estimated accuracy of +/- 6 seconds.
 JT9206
 JT9206.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9206.The vertical order pertains to the NGVD 29 superseded value.
 JT9206
 JT9206.The geoid height was determined by GEOID03.
 JT9206
 JT9206;                    North         East    Units  Estimated Accuracy
 JT9206;SPC CA 2     -   563,500.    1,974,950.      MT  (+/- 180 meters Scaled)
 JT9206
 JT9206                          SUPERSEDED SURVEY CONTROL
 JT9206
 JT9206  NGVD 29 (??/??/92)    3.199  (m)           10.50   (f) ADJ UNCH    2 2
 JT9206
 JT9206.Superseded values are not recommended for survey control.
 JT9206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9206.See file dsdata.txt to determine how the superseded data were derived.
 JT9206
 JT9206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624325(NAD 83)
 JT9206_MARKER: DD = SURVEY DISK
 JT9206_SETTING: 0 = UNSPECIFIED SETTING
 JT9206_MARK LOGO: CA2330
 JT9206_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9206
 JT9206  HISTORY     - Date     Condition        Report By
 JT9206  HISTORY     - 1971     MONUMENTED       CA2330
 JT9206
 JT9206                          STATION DESCRIPTION
 JT9206
 JT9206'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9206'ALONG SOUTHERN PACIFIC RAILROAD AT INTERSECTION WITH SOSCOL FERRY ROAD
 JT9206'AT NSD PUMP STATION LOADING DOOR, A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2452 ***********************************************************************
 EV2452  DESIGNATION -  81 40
 EV2452  PID         -  EV2452
 EV2452  STATE/COUNTY-  CA/LOS ANGELES
 EV2452  USGS QUAD   -  BALDWIN PARK (1981)
 EV2452
 EV2452                         *CURRENT SURVEY CONTROL
 EV2452  ___________________________________________________________________
 EV2452* NAD 83(1986)-  34 06 51.     (N)    117 53 01.     (W)     SCALED    
 EV2452* NAVD 88     -       187.464  (meters)     615.04   (feet)  READJUSTED
 EV2452  ___________________________________________________________________
 EV2452  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 EV2452  DYNAMIC HT  -         187.260 (meters)     614.37  (feet)  COMP
 EV2452  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 EV2452  OBS GRAVITY -     979,549.4   (mgal)                       GRAV_OBS
 EV2452
 EV2452  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV2452
 EV2452.The horizontal coordinates were scaled from a topographic map and have
 EV2452.an estimated accuracy of +/- 6 seconds.
 EV2452
 EV2452.The orthometric height was determined by differential leveling
 EV2452.and adjusted in February 1993.
 EV2452.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV2452.distribution rate of 0.0 thru 1.0 mm/km.
 EV2452.The height was derived from older observations constrained to new
 EV2452.heights in a crustal motion area.  The height is approximate in
 EV2452.relation to other heights in its vicinity.
 EV2452
 EV2452.The geoid height was determined by GEOID03.
 EV2452
 EV2452.The dynamic height is computed by dividing the NAVD 88
 EV2452.geopotential number by the normal gravity value computed on the
 EV2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2452.degrees latitude (g = 980.6199 gals.).
 EV2452
 EV2452.The modeled gravity was interpolated from observed gravity values.
 EV2452.The observed gravity was obtained from relative gravimeter ties
 EV2452.to the IGSN71 gravity network.
 EV2452
 EV2452;                    North         East    Units  Estimated Accuracy
 EV2452;SPC CA 5     -   568,130.    2,010,740.      MT  (+/- 180 meters Scaled)
 EV2452
 EV2452                          SUPERSEDED SURVEY CONTROL
 EV2452
 EV2452  NGVD 29 (??/??/92)  186.684  (m)          612.48   (f) ADJ UNCH    1 1
 EV2452
 EV2452.Superseded values are not recommended for survey control.
 EV2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2452.See file dsdata.txt to determine how the superseded data were derived.
 EV2452
 EV2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT185751(NAD 83)
 EV2452_MARKER: DD = SURVEY DISK
 EV2452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2452_SP_SET: BRIDGE
 EV2452_STAMPING: BM 81-40
 EV2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2452
 EV2452  HISTORY     - Date     Condition        Report By
 EV2452  HISTORY     - UNK      MONUMENTED       LACFCD
 EV2452  HISTORY     - 1968     GOOD             NGS
 EV2452  HISTORY     - 1978     GOOD             NGS
 EV2452
 EV2452                          STATION DESCRIPTION
 EV2452
 EV2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EV2452'1.9 MI SE FROM AZUSA.
 EV2452'LOS ANGELES COUNTY, 1.9 MI SE OF THE AZUSA CITY HALL, GLADSTONE
 EV2452'STREET, ABOUT 0.4 MI E OF CITRUS AVENUE.  SET IN THE NE CORNER
 EV2452'OF BRIDGE NO B-1242 OVER BIG DALTON WASH.
 EV2452
 EV2452                          STATION RECOVERY (1978)
 EV2452
 EV2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1745 ***********************************************************************
 JT1745  DESIGNATION -  81 A
 JT1745  PID         -  JT1745
 JT1745  STATE/COUNTY-  CA/NAPA
 JT1745  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1745
 JT1745                         *CURRENT SURVEY CONTROL
 JT1745  ___________________________________________________________________
 JT1745* NAD 83(1986)-  38 14 39.     (N)    122 17 05.     (W)     SCALED    
 JT1745* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 JT1745  ___________________________________________________________________
 JT1745  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JT1745  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1745
 JT1745.The horizontal coordinates were scaled from a topographic map and have
 JT1745.an estimated accuracy of +/- 6 seconds.
 JT1745
 JT1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1745.The vertical order pertains to the NGVD 29 superseded value.
 JT1745
 JT1745.The geoid height was determined by GEOID03.
 JT1745
 JT1745;                    North         East    Units  Estimated Accuracy
 JT1745;SPC CA 2     -   564,150.    1,975,080.      MT  (+/- 180 meters Scaled)
 JT1745
 JT1745                          SUPERSEDED SURVEY CONTROL
 JT1745
 JT1745  NGVD 29 (??/??/92)    2.285  (m)            7.50   (f) ADJ UNCH    1 1
 JT1745
 JT1745.Superseded values are not recommended for survey control.
 JT1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1745.See file dsdata.txt to determine how the superseded data were derived.
 JT1745
 JT1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH625331(NAD 83)
 JT1745_MARKER: DD = SURVEY DISK
 JT1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1745_SP_SET: CONCRETE POST
 JT1745_MARK LOGO: CA2330
 JT1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1745+STABILITY: SURFACE MOTION
 JT1745
 JT1745  HISTORY     - Date     Condition        Report By
 JT1745  HISTORY     - 1971     MONUMENTED       CA2330
 JT1745
 JT1745                          STATION DESCRIPTION
 JT1745
 JT1745'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1745'SOUTHERN PACIFIC RAILROAD TO VALLEJO AT SOSCOL HILL, OPPOSITE BARN, A
 JT1745'CONCRETE MONUMENT WITH METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0606 ***********************************************************************
 HT0606  DESIGNATION -  81 A USE
 HT0606  PID         -  HT0606
 HT0606  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0606  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0606
 HT0606                         *CURRENT SURVEY CONTROL
 HT0606  ___________________________________________________________________
 HT0606* NAD 83(1986)-  37 44 42.     (N)    122 23 13.     (W)     SCALED    
 HT0606* NAVD 88     -         3.45   (+/-2cm)      11.3    (feet)  VERTCON   
 HT0606  ___________________________________________________________________
 HT0606  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 HT0606  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0606
 HT0606.The horizontal coordinates were scaled from a topographic map and have
 HT0606.an estimated accuracy of +/- 6 seconds.
 HT0606
 HT0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0606.The vertical order pertains to the NGVD 29 superseded value.
 HT0606
 HT0606.The geoid height was determined by GEOID03.
 HT0606
 HT0606;                    North         East    Units  Estimated Accuracy
 HT0606;SPC CA 3     -   639,850.    1,833,720.      MT  (+/- 180 meters Scaled)
 HT0606
 HT0606                          SUPERSEDED SURVEY CONTROL
 HT0606
 HT0606  NGVD 29 (??/??/92)    2.620  (m)            8.60   (f) ADJ UNCH    1 2
 HT0606
 HT0606.Superseded values are not recommended for survey control.
 HT0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0606.See file dsdata.txt to determine how the superseded data were derived.
 HT0606
 HT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG540777(NAD 83)
 HT0606_MARKER: DD = SURVEY DISK
 HT0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0606_SP_SET: CURB
 HT0606_STAMPING: 81 A 1939 HARBOR LINE
 HT0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0606
 HT0606  HISTORY     - Date     Condition        Report By
 HT0606  HISTORY     - 1939     MONUMENTED       DOD
 HT0606  HISTORY     - 1956     GOOD             NGS
 HT0606  HISTORY     - 1965     GOOD             NGS
 HT0606  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HT0606
 HT0606                          STATION DESCRIPTION
 HT0606
 HT0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0606'AT SAN FRANCISCO.
 HT0606'AT SAN FRANCISCO, AT THE T JUNCTION OF THIRD STREET AND BURKE
 HT0606'AVENUE, IN THE TOP OF THE EAST CONCRETE CURB OF THIRD STREET,
 HT0606'13.5 FEET NORTH OF THE PROLONGATION OF THE NORTH CURB OF THE
 HT0606'AVENUE, 9.3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 HT0606'H. MOFFAT BUILDING, AND 0.4 FOOT HIGHER THAN THE STREET.
 HT0606
 HT0606                          STATION RECOVERY (1965)
 HT0606
 HT0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HT0606'RECOVERED IN GOOD CONDITION.
 HT0606
 HT0606                          STATION RECOVERY (1988)
 HT0606
 HT0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLH)
 HT0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1746 ***********************************************************************
 JT1746  DESIGNATION -  81 B
 JT1746  PID         -  JT1746
 JT1746  STATE/COUNTY-  CA/NAPA
 JT1746  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1746
 JT1746                         *CURRENT SURVEY CONTROL
 JT1746  ___________________________________________________________________
 JT1746* NAD 83(1986)-  38 14 49.     (N)    122 16 57.     (W)     SCALED    
 JT1746* NAVD 88     -         2.21   (+/-2cm)       7.3    (feet)  VERTCON   
 JT1746  ___________________________________________________________________
 JT1746  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JT1746  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1746
 JT1746.The horizontal coordinates were scaled from a topographic map and have
 JT1746.an estimated accuracy of +/- 6 seconds.
 JT1746
 JT1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1746.The vertical order pertains to the NGVD 29 superseded value.
 JT1746
 JT1746.The geoid height was determined by GEOID03.
 JT1746
 JT1746;                    North         East    Units  Estimated Accuracy
 JT1746;SPC CA 2     -   564,450.    1,975,270.      MT  (+/- 180 meters Scaled)
 JT1746
 JT1746                          SUPERSEDED SURVEY CONTROL
 JT1746
 JT1746  NGVD 29 (??/??/92)    1.454  (m)            4.77   (f) ADJ UNCH    1 1
 JT1746
 JT1746.Superseded values are not recommended for survey control.
 JT1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1746.See file dsdata.txt to determine how the superseded data were derived.
 JT1746
 JT1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH627334(NAD 83)
 JT1746_MARKER: DD = SURVEY DISK
 JT1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1746_SP_SET: CONCRETE POST
 JT1746_MARK LOGO: CA2330
 JT1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1746+STABILITY: SURFACE MOTION
 JT1746
 JT1746  HISTORY     - Date     Condition        Report By
 JT1746  HISTORY     - 1971     MONUMENTED       CA2330
 JT1746
 JT1746                          STATION DESCRIPTION
 JT1746
 JT1746'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1746'SOUTHERN PACIFIC RAILROAD TO VALLEJO AT SOUTH END KAISER STEEL STORAGE
 JT1746'YARD, A CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT GROUND
 JT1746'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0991 ***********************************************************************
 KS0991  DESIGNATION -  81 B USGS
 KS0991  PID         -  KS0991
 KS0991  STATE/COUNTY-  CA/BUTTE
 KS0991  USGS QUAD   -  WEST OF BIGGS (1973)
 KS0991
 KS0991                         *CURRENT SURVEY CONTROL
 KS0991  ___________________________________________________________________
 KS0991* NAD 83(1986)-  39 27 51.     (N)    121 51 26.     (W)     SCALED    
 KS0991* NAVD 88     -        25.51   (+/-2cm)      83.7    (feet)  VERTCON   
 KS0991  ___________________________________________________________________
 KS0991  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 KS0991  VERT ORDER  -  FIRST     CLASS II (See Below)
 KS0991
 KS0991.The horizontal coordinates were scaled from a topographic map and have
 KS0991.an estimated accuracy of +/- 6 seconds.
 KS0991
 KS0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 KS0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KS0991.The vertical order pertains to the NGVD 29 superseded value.
 KS0991
 KS0991.The geoid height was determined by GEOID03.
 KS0991
 KS0991;                    North         East    Units  Estimated Accuracy
 KS0991;SPC CA 2     -   699,540.    2,012,290.      MT  (+/- 180 meters Scaled)
 KS0991
 KS0991                          SUPERSEDED SURVEY CONTROL
 KS0991
 KS0991  NGVD 29 (??/??/??)   24.793  (m)           81.34   (f) ADJUSTED    1 2
 KS0991
 KS0991.Superseded values are not recommended for survey control.
 KS0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0991.See file dsdata.txt to determine how the superseded data were derived.
 KS0991
 KS0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ983689(NAD 83)
 KS0991_MARKER: P = PIPE CAP
 KS0991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0991_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0991_STAMPING: CAL 81 B B 1909
 KS0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0991
 KS0991  HISTORY     - Date     Condition        Report By
 KS0991  HISTORY     - 1909     MONUMENTED       USGS
 KS0991  HISTORY     - 1949     GOOD             NGS
 KS0991  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0991
 KS0991                          STATION DESCRIPTION
 KS0991
 KS0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0991'7.2 MI E FROM BUTTE CITY.
 KS0991'7.2 MILES EAST ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT
 KS0991'BUTTE CITY, AT THE INTERSECTION OF COUNTY GRAVELED ROAD, 35 FEET
 KS0991'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 31 FEET SOUTH OF
 KS0991'THE CENTER LINE OF THE HIGHWAY, 14.2 FEET NORTHEAST OF THE
 KS0991'NORTHEAST END OF A CONCRETE WING WALL OF A CULVERT, ABOUT 1 FOOT
 KS0991'LOWER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 KS0991'PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS
 KS0991'USED AS A REFERENCE MARK FOR ADAMS TRIANGULATION STATION.
 KS0991
 KS0991                          STATION RECOVERY (2004)
 KS0991
 KS0991'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9207 ***********************************************************************
 JT9207  DESIGNATION -  81 C
 JT9207  PID         -  JT9207
 JT9207  STATE/COUNTY-  CA/NAPA
 JT9207  USGS QUAD   -  NAPA (1980)
 JT9207
 JT9207                         *CURRENT SURVEY CONTROL
 JT9207  ___________________________________________________________________
 JT9207* NAD 83(1986)-  38 15 06.     (N)    122 16 52.     (W)     SCALED    
 JT9207* NAVD 88     -         2.89   (+/-2cm)       9.5    (feet)  VERTCON   
 JT9207  ___________________________________________________________________
 JT9207  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT9207  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9207
 JT9207.The horizontal coordinates were scaled from a topographic map and have
 JT9207.an estimated accuracy of +/- 6 seconds.
 JT9207
 JT9207.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9207.The vertical order pertains to the NGVD 29 superseded value.
 JT9207
 JT9207.The geoid height was determined by GEOID03.
 JT9207
 JT9207;                    North         East    Units  Estimated Accuracy
 JT9207;SPC CA 2     -   564,980.    1,975,390.      MT  (+/- 180 meters Scaled)
 JT9207
 JT9207                          SUPERSEDED SURVEY CONTROL
 JT9207
 JT9207  NGVD 29 (??/??/92)    2.13   (m)            7.0    (f) COMPUTED    2 2
 JT9207
 JT9207.Superseded values are not recommended for survey control.
 JT9207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9207.See file dsdata.txt to determine how the superseded data were derived.
 JT9207
 JT9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH629339(NAD 83)
 JT9207_MARKER: DD = SURVEY DISK
 JT9207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9207_SP_SET: CONCRETE POST
 JT9207_MARK LOGO: CA2330
 JT9207_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9207+STABILITY: SURFACE MOTION
 JT9207
 JT9207  HISTORY     - Date     Condition        Report By
 JT9207  HISTORY     - 1971     MONUMENTED       CA2330
 JT9207
 JT9207                          STATION DESCRIPTION
 JT9207
 JT9207'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9207'SOUTHERN PACIFIC RAILROAD TO VALLEJO AND KAISER STEEL SERVICE ROAD, A
 JT9207'CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1747 ***********************************************************************
 JT1747  DESIGNATION -  81 D
 JT1747  PID         -  JT1747
 JT1747  STATE/COUNTY-  CA/NAPA
 JT1747  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT1747
 JT1747                         *CURRENT SURVEY CONTROL
 JT1747  ___________________________________________________________________
 JT1747* NAD 83(1986)-  38 14 51.     (N)    122 16 39.     (W)     SCALED    
 JT1747* NAVD 88     -         3.47   (+/-2cm)      11.4    (feet)  VERTCON   
 JT1747  ___________________________________________________________________
 JT1747  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JT1747  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1747
 JT1747.The horizontal coordinates were scaled from a topographic map and have
 JT1747.an estimated accuracy of +/- 6 seconds.
 JT1747
 JT1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1747.The vertical order pertains to the NGVD 29 superseded value.
 JT1747
 JT1747.The geoid height was determined by GEOID03.
 JT1747
 JT1747;                    North         East    Units  Estimated Accuracy
 JT1747;SPC CA 2     -   564,510.    1,975,710.      MT  (+/- 180 meters Scaled)
 JT1747
 JT1747                          SUPERSEDED SURVEY CONTROL
 JT1747
 JT1747  NGVD 29 (??/??/92)    2.707  (m)            8.88   (f) ADJ UNCH    1 1
 JT1747
 JT1747.Superseded values are not recommended for survey control.
 JT1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1747.See file dsdata.txt to determine how the superseded data were derived.
 JT1747
 JT1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632335(NAD 83)
 JT1747_MARKER: DD = SURVEY DISK
 JT1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1747_SP_SET: CONCRETE POST
 JT1747_MARK LOGO: CA2330
 JT1747_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1747+STABILITY: SURFACE MOTION
 JT1747
 JT1747  HISTORY     - Date     Condition        Report By
 JT1747  HISTORY     - 1971     MONUMENTED       CA2330
 JT1747
 JT1747                          STATION DESCRIPTION
 JT1747
 JT1747'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1747'AT PG AND E POWER LINE NORTH OF SOSCOL HILL, AT THE SECOND TOWER WEST
 JT1747'OF HIGHWAY, A CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT
 JT1747'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9208 ***********************************************************************
 JT9208  DESIGNATION -  81 E
 JT9208  PID         -  JT9208
 JT9208  STATE/COUNTY-  CA/NAPA
 JT9208  USGS QUAD   -  NAPA (1980)
 JT9208
 JT9208                         *CURRENT SURVEY CONTROL
 JT9208  ___________________________________________________________________
 JT9208* NAD 83(1986)-  38 15 00.     (N)    122 16 28.     (W)     SCALED    
 JT9208* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 JT9208  ___________________________________________________________________
 JT9208  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JT9208  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT9208
 JT9208.The horizontal coordinates were scaled from a topographic map and have
 JT9208.an estimated accuracy of +/- 6 seconds.
 JT9208
 JT9208.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9208.The vertical order pertains to the NGVD 29 superseded value.
 JT9208
 JT9208.The geoid height was determined by GEOID03.
 JT9208
 JT9208;                    North         East    Units  Estimated Accuracy
 JT9208;SPC CA 2     -   564,790.    1,975,980.      MT  (+/- 180 meters Scaled)
 JT9208
 JT9208                          SUPERSEDED SURVEY CONTROL
 JT9208
 JT9208  NGVD 29 (??/??/92)    5.407  (m)           17.74   (f) ADJ UNCH    1 1
 JT9208
 JT9208.Superseded values are not recommended for survey control.
 JT9208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9208.See file dsdata.txt to determine how the superseded data were derived.
 JT9208
 JT9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634338(NAD 83)
 JT9208_MARKER: DD = SURVEY DISK
 JT9208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9208_SP_SET: CONCRETE POST
 JT9208_MARK LOGO: CA2330
 JT9208_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9208+STABILITY: SURFACE MOTION
 JT9208
 JT9208  HISTORY     - Date     Condition        Report By
 JT9208  HISTORY     - 1971     MONUMENTED       CA2330
 JT9208
 JT9208                          STATION DESCRIPTION
 JT9208
 JT9208'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9208'AT PG AND E POWER LINE NORTH OF SOSCOL HILL, THE FIRST TOWER WEST OF
 JT9208'HIGHWAY, A CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT GROUND
 JT9208'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5415 ***********************************************************************
 EW5415  DESIGNATION -  81 FMK USGS
 EW5415  PID         -  EW5415
 EW5415  STATE/COUNTY-  CA/VENTURA
 EW5415  USGS QUAD   -  MATILIJA (1988)
 EW5415
 EW5415                         *CURRENT SURVEY CONTROL
 EW5415  ___________________________________________________________________
 EW5415* NAD 83(1986)-  34 22 49.     (N)    119 18 17.     (W)     SCALED    
 EW5415* NAVD 88     -       100.838  (meters)     330.83   (feet)  READJUSTED
 EW5415  ___________________________________________________________________
 EW5415  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EW5415  DYNAMIC HT  -         100.730 (meters)     330.48  (feet)  COMP
 EW5415  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 EW5415
 EW5415  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5415
 EW5415.The horizontal coordinates were scaled from a topographic map and have
 EW5415.an estimated accuracy of +/- 6 seconds.
 EW5415
 EW5415.The orthometric height was determined by differential leveling
 EW5415.and adjusted in February 1993.
 EW5415.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5415.distribution rate of 1.1 thru 2.0 mm/km.
 EW5415.The height was derived from older observations constrained to new
 EW5415.heights in a crustal motion area.  The height is approximate in
 EW5415.relation to other heights in its vicinity.
 EW5415
 EW5415.The geoid height was determined by GEOID03.
 EW5415
 EW5415.The dynamic height is computed by dividing the NAVD 88
 EW5415.geopotential number by the normal gravity value computed on the
 EW5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5415.degrees latitude (g = 980.6199 gals.).
 EW5415
 EW5415.The modeled gravity was interpolated from observed gravity values.
 EW5415
 EW5415;                    North         East    Units  Estimated Accuracy
 EW5415;SPC CA 5     -   598,420.    1,880,010.      MT  (+/- 180 meters Scaled)
 EW5415
 EW5415                          SUPERSEDED SURVEY CONTROL
 EW5415
 EW5415  NGVD 29 (??/??/92)  100.077  (m)          328.34   (f) ADJ UNCH    1 1
 EW5415
 EW5415.Superseded values are not recommended for survey control.
 EW5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5415.See file dsdata.txt to determine how the superseded data were derived.
 EW5415
 EW5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU880067(NAD 83)
 EW5415_MARKER: DB = BENCH MARK DISK
 EW5415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW5415_SP_SET: WINGWALL
 EW5415_STAMPING: 81 FMK
 EW5415
 EW5415  HISTORY     - Date     Condition        Report By
 EW5415  HISTORY     - UNK      MONUMENTED
 EW5415  HISTORY     - 1977     GOOD             NGS
 EW5415
 EW5415                          STATION DESCRIPTION
 EW5415
 EW5415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5415'6.65 MI SW FROM OJAI.
 EW5415'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5415'OJAI, THENCE 5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 33, IN THE TOP OF
 EW5415'AND 5 INCHES NORTH OF THE SOUTH END OF THE WEST WING WALL OF THE
 EW5415'SOUTH ABUTMENT OF CONCRETE BRIDGE 52-65 OVER SAN ANTONIO CREEK, 24.0
 EW5415'FT. WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9043 ***********************************************************************
 EW9043  DESIGNATION -  81 FMK USGS
 EW9043  PID         -  EW9043
 EW9043  STATE/COUNTY-  CA/LOS ANGELES
 EW9043  USGS QUAD   -  CANOGA PARK (1967)
 EW9043
 EW9043                         *CURRENT SURVEY CONTROL
 EW9043  ___________________________________________________________________
 EW9043* NAD 83(1986)-  34 08 36.     (N)    118 36 19.     (W)     SCALED    
 EW9043* NAVD 88     -       434.43   (+/-2cm)    1425.3    (feet)  VERTCON   
 EW9043  ___________________________________________________________________
 EW9043  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EW9043  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9043
 EW9043.The horizontal coordinates were scaled from a topographic map and have
 EW9043.an estimated accuracy of +/- 6 seconds.
 EW9043
 EW9043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9043.The vertical order pertains to the NGVD 29 superseded value.
 EW9043
 EW9043.The geoid height was determined by GEOID03.
 EW9043
 EW9043;                    North         East    Units  Estimated Accuracy
 EW9043;SPC CA 5     -   571,530.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW9043
 EW9043                          SUPERSEDED SURVEY CONTROL
 EW9043
 EW9043  NGVD 29 (??/??/92)  433.64   (m)         1422.7    (f) COMPUTED    1 1
 EW9043
 EW9043.Superseded values are not recommended for survey control.
 EW9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9043.See file dsdata.txt to determine how the superseded data were derived.
 EW9043
 EW9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT519792(NAD 83)
 EW9043_MARKER: DD = SURVEY DISK
 EW9043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9043_SP_SET: CULVERT
 EW9043_STAMPING: 81 FMK 1974
 EW9043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9043
 EW9043  HISTORY     - Date     Condition        Report By
 EW9043  HISTORY     - 1974     MONUMENTED       USGS
 EW9043  HISTORY     - 1974     GOOD             CA-037
 EW9043
 EW9043                          STATION DESCRIPTION
 EW9043
 EW9043'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9043'IN WOODLAND HILLS.
 EW9043'TOPANGA CANYON BOULEVARD, 1.4 MILES SOUTHERLY FROM MULHOLLAND DRIVE.
 EW9043'ABOUT 375 FEET WESTERLY OF GUY POLE NO. 145489E.  74.0 FEET SOUTHERLY
 EW9043'OF APPROXIMATE CENTER OF PAVEMENT OF ROAD.  THE DISK IS SET IN THE TOP
 EW9043'OF A CONCRETE HEADWALL OF CULVERT, 1 FOOT WEST OF THE EAST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0991 ***********************************************************************
 FU0991  DESIGNATION -  81 USBR
 FU0991  PID         -  FU0991
 FU0991  STATE/COUNTY-  CA/KERN
 FU0991  USGS QUAD   -  MC FARLAND (1969)
 FU0991
 FU0991                         *CURRENT SURVEY CONTROL
 FU0991  ___________________________________________________________________
 FU0991* NAD 83(1986)-  35 40 29.     (N)    119 11 10.     (W)     SCALED    
 FU0991* NAVD 88     -       127.92   (+/-2cm)     419.7    (feet)  VERTCON   
 FU0991  ___________________________________________________________________
 FU0991  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 FU0991  VERT ORDER  -  THIRD (See Below)
 FU0991
 FU0991.The horizontal coordinates were scaled from a topographic map and have
 FU0991.an estimated accuracy of +/- 6 seconds.
 FU0991
 FU0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0991.The vertical order pertains to the NGVD 29 superseded value.
 FU0991
 FU0991.The geoid height was determined by GEOID03.
 FU0991
 FU0991;                    North         East    Units  Estimated Accuracy
 FU0991;SPC CA 5     -   741,880.    1,892,620.      MT  (+/- 180 meters Scaled)
 FU0991
 FU0991                          SUPERSEDED SURVEY CONTROL
 FU0991
 FU0991  NGVD 29 (??/??/??)  127.10   (m)          417.0    (f) RESET       3  
 FU0991
 FU0991.Superseded values are not recommended for survey control.
 FU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0991.See file dsdata.txt to determine how the superseded data were derived.
 FU0991
 FU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV021500(NAD 83)
 FU0991_MARKER: S = SPIKE
 FU0991_SETTING: 0 = UNSPECIFIED SETTING
 FU0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU0991
 FU0991  HISTORY     - Date     Condition        Report By
 FU0991  HISTORY     - UNK      MONUMENTED       BOR
 FU0991  HISTORY     - 1953     GOOD             NGS
 FU0991
 FU0991                          STATION DESCRIPTION
 FU0991
 FU0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FU0991'5.5 MI N FROM FAMOSO.
 FU0991'5.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FU0991'FROM THE STATION AT FAMOSO, 0.3 MILE SOUTHWEST OF MILEPOLE 304,
 FU0991'AT THE CROSSING OF SHERWOOD AVENUE, 126 FEET NORTHWEST OF AND
 FU0991'ACROSS THE TRACK FROM THE CENTER LINE OF PORTERVILLE ROAD,
 FU0991'73 FEET EAST OF THE CENTER LINE OF ZACHARY AVENUE, 57 FEET
 FU0991'NORTH OF THE CENTER LINE OF SHERWOOD AVENUE, 45.6 FEET NORTHWEST
 FU0991'OF THE NORTHWEST RAIL, DRIVEN IN THE SOUTHWEST SIDE OF A
 FU0991'TELEGRAPH POLE, AND 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0075 ***********************************************************************
 FT0075  DESIGNATION -  81 WFM
 FT0075  PID         -  FT0075
 FT0075  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0075  USGS QUAD   -  GOLDSTONE (1996)
 FT0075
 FT0075                         *CURRENT SURVEY CONTROL
 FT0075  ___________________________________________________________________
 FT0075* NAD 83(1986)-  35 17 40.     (N)    116 52 49.     (W)     SCALED    
 FT0075* NAVD 88     -       994.273  (meters)    3262.04   (feet)  ADJUSTED  
 FT0075  ___________________________________________________________________
 FT0075  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FT0075  DYNAMIC HT  -         993.135 (meters)    3258.31  (feet)  COMP
 FT0075  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 FT0075  OBS GRAVITY -     979,455.3   (mgal)                       GRAV_OBS
 FT0075
 FT0075  VERT ORDER  -  FIRST     CLASS I
 FT0075
 FT0075.The horizontal coordinates were scaled from a topographic map and have
 FT0075.an estimated accuracy of +/- 6 seconds.
 FT0075
 FT0075.The orthometric height was determined by differential leveling
 FT0075.and adjusted in June 1991.
 FT0075
 FT0075.The geoid height was determined by GEOID03.
 FT0075
 FT0075.The dynamic height is computed by dividing the NAVD 88
 FT0075.geopotential number by the normal gravity value computed on the
 FT0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0075.degrees latitude (g = 980.6199 gals.).
 FT0075
 FT0075.The modeled gravity was interpolated from observed gravity values.
 FT0075.The observed gravity was obtained from relative gravimeter ties
 FT0075.to the IGSN71 gravity network.
 FT0075
 FT0075;                    North         East    Units  Estimated Accuracy
 FT0075;SPC CA 5     -   699,620.    2,101,840.      MT  (+/- 180 meters Scaled)
 FT0075
 FT0075                          SUPERSEDED SURVEY CONTROL
 FT0075
 FT0075  NGVD 29 (??/??/92)  993.486  (m)         3259.46   (f) ADJ UNCH    1 1
 FT0075
 FT0075.Superseded values are not recommended for survey control.
 FT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0075.See file dsdata.txt to determine how the superseded data were derived.
 FT0075
 FT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV108057(NAD 83)
 FT0075_MARKER: DD = SURVEY DISK
 FT0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0075_STAMPING: 81 WFM 3259 1946
 FT0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0075+STABILITY: SURFACE MOTION
 FT0075
 FT0075  HISTORY     - Date     Condition        Report By
 FT0075  HISTORY     - 1946     MONUMENTED       USGS
 FT0075  HISTORY     - 1963     GOOD             NGS
 FT0075  HISTORY     - 1977     GOOD             NGS
 FT0075
 FT0075                          STATION DESCRIPTION
 FT0075
 FT0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0075'36.6 MI NE FROM BARSTOW.
 FT0075'6.4 MILES NORTH ALONG CAMP IRWIN ROAD FROM THE JUNCITON OF U.S.
 FT0075'HIGHWAY 466 AT BARSTOW, THENCE 27.9 MILES NORTH AND NORTHEAST
 FT0075'ALONG GOLDSTONE ROAD, THENCE 2.35 MILES SOUTHEAST ALONG A GRADED
 FT0075'ROAD, 40 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD,
 FT0075'2.0 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 FT0075'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FT0075'1 FOOT ABOVE THE GROUND.
 FT0075
 FT0075                          STATION RECOVERY (1977)
 FT0075
 FT0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0075'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF
 FT0075'GOLDSTONE ROAD AT FORT IRWIN, THENCE 5.35 MILES NORTHWEST ALONG
 FT0075'NASA ROAD, THENCE 2.45 MILES NORTHWEST ALONG GOLDSTONE ROAD, THENCE
 FT0075'3.9 MILES WEST ALONG A GRADED ROAD, 40 FT. NORTHEAST OF THE CENTER
 FT0075'LINE OF THE ROAD. THE MARK IS LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3627 ***********************************************************************
 HS3627  DESIGNATION -  81.09 USBR
 HS3627  PID         -  HS3627
 HS3627  STATE/COUNTY-  CA/CONTRA COSTA
 HS3627  USGS QUAD   -  BRENTWOOD (1978)
 HS3627
 HS3627                         *CURRENT SURVEY CONTROL
 HS3627  ___________________________________________________________________
 HS3627* NAD 83(1986)-  37 59 00.     (N)    121 44 37.     (W)     SCALED    
 HS3627* NAVD 88     -        25.47   (+/-2cm)      83.6    (feet)  VERTCON   
 HS3627  ___________________________________________________________________
 HS3627  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 HS3627  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3627
 HS3627.The horizontal coordinates were scaled from a topographic map and have
 HS3627.an estimated accuracy of +/- 6 seconds.
 HS3627
 HS3627.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3627.The vertical order pertains to the NGVD 29 superseded value.
 HS3627
 HS3627.The geoid height was determined by GEOID03.
 HS3627
 HS3627;                    North         East    Units  Estimated Accuracy
 HS3627;SPC CA 3     -   665,350.    1,890,760.      MT  (+/- 180 meters Scaled)
 HS3627
 HS3627                          SUPERSEDED SURVEY CONTROL
 HS3627
 HS3627  NGVD 29 (??/??/92)   24.734  (m)           81.15   (f) ADJ UNCH    1 2
 HS3627
 HS3627.Superseded values are not recommended for survey control.
 HS3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3627.See file dsdata.txt to determine how the superseded data were derived.
 HS3627
 HS3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH103047(NAD 83)
 HS3627_MARKER: DD = SURVEY DISK
 HS3627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS3627_SP_SET: CONCRETE SIPHON
 HS3627_STAMPING: 81.09
 HS3627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS3627
 HS3627  HISTORY     - Date     Condition        Report By
 HS3627  HISTORY     - UNK      MONUMENTED       BOR
 HS3627  HISTORY     - 1957     GOOD             NGS
 HS3627  HISTORY     - 1963     GOOD             NGS
 HS3627
 HS3627                          STATION DESCRIPTION
 HS3627
 HS3627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HS3627'3.5 MI E FROM ANTIOCH.
 HS3627'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3627'FROM THE STATION AT ANTIOCH, 4.5 MILES NORTHWEST OF BRENTWOOD,
 HS3627'IN R2E T2N, NEAR THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER
 HS3627'OF SECTION 27, 0.3 MILE SOUTHEAST OF MILEPOLE 57, AT THE CROSSING
 HS3627'OF CONTRA COSTA CANAL, AT THE T JUNCTION OF NEROLY AND LAUREL
 HS3627'ROADS, AT CONCRETE SIPHON 6.7 UNDER NEROLY ROAD AND THE TRACK,
 HS3627'IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL,
 HS3627'14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 HS3627'NORTHEAST OF A FENCE AROUND THE HEAD WALL, AND ABOUT LEVEL
 HS3627'WITH THE ROAD.
 HS3627
 HS3627                          STATION RECOVERY (1963)
 HS3627
 HS3627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2455 ***********************************************************************
 EV2455  DESIGNATION -  81.39
 EV2455  PID         -  EV2455
 EV2455  STATE/COUNTY-  CA/LOS ANGELES
 EV2455  USGS QUAD   -  BALDWIN PARK (1981)
 EV2455
 EV2455                         *CURRENT SURVEY CONTROL
 EV2455  ___________________________________________________________________
 EV2455* NAD 83(1986)-  34 06 37.     (N)    117 53 24.     (W)     SCALED    
 EV2455* NAVD 88     -       178.96   (+/-2cm)     587.1    (feet)  VERTCON   
 EV2455  ___________________________________________________________________
 EV2455  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EV2455  VERT ORDER  -  THIRD (See Below)
 EV2455
 EV2455.The horizontal coordinates were scaled from a topographic map and have
 EV2455.an estimated accuracy of +/- 6 seconds.
 EV2455
 EV2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2455.The vertical order pertains to the NGVD 29 superseded value.
 EV2455
 EV2455.The geoid height was determined by GEOID03.
 EV2455
 EV2455;                    North         East    Units  Estimated Accuracy
 EV2455;SPC CA 5     -   567,700.    2,010,150.      MT  (+/- 180 meters Scaled)
 EV2455
 EV2455                          SUPERSEDED SURVEY CONTROL
 EV2455
 EV2455  NGVD 29 (??/??/??)  178.19   (m)          584.6    (f) RESET       3  
 EV2455
 EV2455.Superseded values are not recommended for survey control.
 EV2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2455.See file dsdata.txt to determine how the superseded data were derived.
 EV2455
 EV2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179747(NAD 83)
 EV2455_MARKER: DD = SURVEY DISK
 EV2455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EV2455_SP_SET: BRIDGE
 EV2455_STAMPING: 81.39 1960
 EV2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2455
 EV2455  HISTORY     - Date     Condition        Report By
 EV2455  HISTORY     - 1960     MONUMENTED       CA-037
 EV2455  HISTORY     - 1961     GOOD             NGS
 EV2455
 EV2455                          STATION DESCRIPTION
 EV2455
 EV2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2455'AT COVINA.
 EV2455'AT COVINA, IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 EV2455'WING WALL OF BRIDGE B 1237 OVER BIG DALTON WASH, 7 FEET WEST
 EV2455'OF THE WEST CURB OF CITRUS AVENUE, AND ABOUT 1 FOOT HIGHER THAN
 EV2455'THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0491 ***********************************************************************
 FV0491  DESIGNATION -  810.3 USGS
 FV0491  PID         -  FV0491
 FV0491  STATE/COUNTY-  CA/KERN
 FV0491  USGS QUAD   -  SAWTOOTH RIDGE (1994)
 FV0491
 FV0491                         *CURRENT SURVEY CONTROL
 FV0491  ___________________________________________________________________
 FV0491* NAD 83(1986)-  35 39 46.     (N)    120 03 55.     (W)     SCALED    
 FV0491* NAVD 88     -       247.83   (+/-2cm)     813.1    (feet)  VERTCON   
 FV0491  ___________________________________________________________________
 FV0491  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 FV0491  VERT ORDER  -  THIRD (See Below)
 FV0491
 FV0491.The horizontal coordinates were scaled from a topographic map and have
 FV0491.an estimated accuracy of +/- 6 seconds.
 FV0491
 FV0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0491.The vertical order pertains to the NGVD 29 superseded value.
 FV0491
 FV0491.The geoid height was determined by GEOID03.
 FV0491
 FV0491;                    North         East    Units  Estimated Accuracy
 FV0491;SPC CA 5     -   741,840.    1,813,000.      MT  (+/- 180 meters Scaled)
 FV0491
 FV0491                          SUPERSEDED SURVEY CONTROL
 FV0491
 FV0491  NGVD 29 (??/??/??)  246.93   (m)          810.1    (f) RESET       3  
 FV0491
 FV0491.Superseded values are not recommended for survey control.
 FV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0491.See file dsdata.txt to determine how the superseded data were derived.
 FV0491
 FV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE656505(NAD 83)
 FV0491_MARKER: Z = SEE DESCRIPTION
 FV0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0491+STABILITY: SURFACE MOTION
 FV0491
 FV0491  HISTORY     - Date     Condition        Report By
 FV0491  HISTORY     - UNK      MONUMENTED       USGS
 FV0491  HISTORY     - 1935     GOOD             NGS
 FV0491
 FV0491                          STATION DESCRIPTION
 FV0491
 FV0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FV0491'1.1 MI E FROM KECKS CORNER.
 FV0491'1.1 MI. EAST ALONG STATE ROUTE NO. 33 FROM INTERSECTION OF
 FV0491'STATE ROUTE NO.33 AND ROAD TO HANDFORD.  ALONG THE RIGHT OF WAY
 FV0491'OF STATE ROUTE NO. 33 (PASO ROBLES TO FAMOSA), 76 FEET SOUTH OF
 FV0491'CENTER LINE OF HIGHWAY, AND 26 FEET SOUTH OF RIGHT OF WAY FENCE.
 FV0491'BRASS SCREW SET ON TOP OF 3 IN X 4 IN WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0734 ***********************************************************************
 JR0734  DESIGNATION -  8133
 JR0734  PID         -  JR0734
 JR0734  STATE/COUNTY-  CA/MONO
 JR0734  USGS QUAD   -  BODIE (1989)
 JR0734
 JR0734                         *CURRENT SURVEY CONTROL
 JR0734  ___________________________________________________________________
 JR0734* NAD 83(1986)-  38 11 21.     (N)    119 03 19.     (W)     SCALED    
 JR0734* NAVD 88     -      2471.95   (+/-2cm)    8110.1    (feet)  VERTCON   
 JR0734  ___________________________________________________________________
 JR0734  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JR0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0734
 JR0734.The horizontal coordinates were scaled from a topographic map and have
 JR0734.an estimated accuracy of +/- 6 seconds.
 JR0734
 JR0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0734.The vertical order pertains to the NGVD 29 superseded value.
 JR0734
 JR0734.The geoid height was determined by GEOID03.
 JR0734
 JR0734;                    North         East    Units  Estimated Accuracy
 JR0734;SPC CA 3     -   688,450.    2,126,560.      MT  (+/- 180 meters Scaled)
 JR0734
 JR0734                          SUPERSEDED SURVEY CONTROL
 JR0734
 JR0734  NGVD 29 (??/??/92) 2470.446  (m)         8105.12   (f) ADJ UNCH    2 0
 JR0734
 JR0734.Superseded values are not recommended for survey control.
 JR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0734.See file dsdata.txt to determine how the superseded data were derived.
 JR0734
 JR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC200288(NAD 83)
 JR0734_MARKER: P = PIPE CAP
 JR0734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0734_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0734_STAMPING: 8133
 JR0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0734
 JR0734  HISTORY     - Date     Condition        Report By
 JR0734  HISTORY     - UNK      MONUMENTED       USGS
 JR0734  HISTORY     - 1940     GOOD             NGS
 JR0734  HISTORY     - 19840626 MARK NOT FOUND   USGS
 JR0734
 JR0734                          STATION DESCRIPTION
 JR0734
 JR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0734'16 MI SE FROM BRIDGEPORT.
 JR0734'6.8 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM THE COURTHOUSE AT
 JR0734'BRIDGEPORT, MONO COUNTY, THENCE 9.2 MILES EAST ALONG A GRAVEL
 JR0734'ROAD, 1.9 MILES SOUTH OF THE SUMMIT OF BODIE PASS, 20 FEET EAST
 JR0734'OF THE CENTERLINE OF THE ROAD, AND 6 FEET EAST OF A SMALL STREAM
 JR0734'LEADING FROM A SPRING ABOUT 100 FEET NORTH OF THE ROAD.  A UNITED
 JR0734'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8133 AND RIVETED
 JR0734'ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- IT IS BELIEVED
 JR0734'THAT THE DESIGNATION OF THIS MARK SHOULD BE 8112 (USGS).
 JR0734
 JR0734                          STATION RECOVERY (1984)
 JR0734
 JR0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 (BJD)
 JR0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0018 ***********************************************************************
 JR0018  DESIGNATION -  8133
 JR0018  PID         -  JR0018
 JR0018  STATE/COUNTY-  CA/MONO
 JR0018  USGS QUAD   -  KIRKWOOD SPRING (1989)
 JR0018
 JR0018                         *CURRENT SURVEY CONTROL
 JR0018  ___________________________________________________________________
 JR0018* NAD 83(1986)-  38 13 10.     (N)    118 58 57.     (W)     SCALED    
 JR0018* NAVD 88     -      2478.28   (+/-2cm)    8130.8    (feet)  VERTCON   
 JR0018  ___________________________________________________________________
 JR0018  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JR0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JR0018
 JR0018.The horizontal coordinates were scaled from a topographic map and have
 JR0018.an estimated accuracy of +/- 6 seconds.
 JR0018
 JR0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0018.The vertical order pertains to the NGVD 29 superseded value.
 JR0018
 JR0018.The geoid height was determined by GEOID03.
 JR0018
 JR0018;                    North         East    Units  Estimated Accuracy
 JR0018;SPC CA 3     -   691,910.    2,132,880.      MT  (+/- 180 meters Scaled)
 JR0018
 JR0018                          SUPERSEDED SURVEY CONTROL
 JR0018
 JR0018  NGVD 29 (??/??/92) 2476.793  (m)         8125.94   (f) ADJ UNCH    2 0
 JR0018
 JR0018.Superseded values are not recommended for survey control.
 JR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0018.See file dsdata.txt to determine how the superseded data were derived.
 JR0018
 JR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC264320(NAD 83)
 JR0018_MARKER: DD = SURVEY DISK
 JR0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JR0018_SP_SET: BUILDING
 JR0018_STAMPING: 8133
 JR0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JR0018
 JR0018  HISTORY     - Date     Condition        Report By
 JR0018  HISTORY     - UNK      MONUMENTED       USGS
 JR0018  HISTORY     - 1940     GOOD             NGS
 JR0018
 JR0018                          STATION DESCRIPTION
 JR0018
 JR0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JR0018'21.7 MI E FROM BRIDGEPORT.
 JR0018'ABOUT 7 MILES SOUTH ALONG U.S. HIGHWAY 395 FROM BRIDGEPORT,
 JR0018'MONO COUNTY, THENCE 14.7 MILES NORTHEAST ALONG THE ROAD LEADING
 JR0018'TO HAWTHORNE, NEVADA, 2.6 MILES SOUTHWEST OF THE BILL GREGORY
 JR0018'RANCH, 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE SOUTH
 JR0018'WALL OF AN ABANDONED STONE HOUSE, AND 18 INCHES ABOVE THE FLOOR.
 JR0018'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8133 AND
 JR0018'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4636 ***********************************************************************
 EW4636  DESIGNATION -  814 C 65 CADH
 EW4636  PID         -  EW4636
 EW4636  STATE/COUNTY-  CA/VENTURA
 EW4636  USGS QUAD   -  MOORPARK (1974)
 EW4636
 EW4636                         *CURRENT SURVEY CONTROL
 EW4636  ___________________________________________________________________
 EW4636* NAD 83(1986)-  34 20 38.     (N)    118 54 40.     (W)     SCALED    
 EW4636* NAVD 88     -       258.52   (+/-2cm)     848.2    (feet)  VERTCON   
 EW4636  ___________________________________________________________________
 EW4636  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW4636  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW4636
 EW4636.The horizontal coordinates were scaled from a topographic map and have
 EW4636.an estimated accuracy of +/- 6 seconds.
 EW4636
 EW4636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4636.The vertical order pertains to the NGVD 29 superseded value.
 EW4636
 EW4636.The geoid height was determined by GEOID03.
 EW4636
 EW4636;                    North         East    Units  Estimated Accuracy
 EW4636;SPC CA 5     -   593,990.    1,916,170.      MT  (+/- 180 meters Scaled)
 EW4636
 EW4636                          SUPERSEDED SURVEY CONTROL
 EW4636
 EW4636  NGVD 29 (??/??/92)  257.72   (m)          845.5    (f) COMPUTED    1 2
 EW4636
 EW4636.Superseded values are not recommended for survey control.
 EW4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4636.See file dsdata.txt to determine how the superseded data were derived.
 EW4636
 EW4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU242019(NAD 83)
 EW4636_MARKER: P = PIPE CAP
 EW4636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4636_SP_SET: HEADWALL
 EW4636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4636
 EW4636  HISTORY     - Date     Condition        Report By
 EW4636  HISTORY     - UNK      MONUMENTED       CADH
 EW4636  HISTORY     - 1965     GOOD
 EW4636  HISTORY     - 1977     MARK NOT FOUND   NGS
 EW4636
 EW4636                          STATION DESCRIPTION
 EW4636
 EW4636'DESCRIBED 1965
 EW4636'AT FILLMORE.
 EW4636'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK,
 EW4636'PROCEED N OF HWY 23 7.0 MI TO A CULVERT MARKED C MI. 6.96 ON THE
 EW4636'E SIDE OF THE ROAD.  A RAMSET NAIL, WASHER AND BATHEY CAP MARKED
 EW4636'STATE OF CALIFORNIA - DIVISION OF HIGHWAYS IS SET IN THE TOP AND
 EW4636'E END OF AN L SHAPED CONCRETE HEADWALL.
 EW4636
 EW4636                          STATION RECOVERY (1977)
 EW4636
 EW4636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4636'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0452 ***********************************************************************
 KT0452  DESIGNATION -  816 USGS
 KT0452  PID         -  KT0452
 KT0452  STATE/COUNTY-  CA/GLENN
 KT0452  USGS QUAD   -  RAIL CANYON (1989)
 KT0452
 KT0452                         *CURRENT SURVEY CONTROL
 KT0452  ___________________________________________________________________
 KT0452* NAD 83(1986)-  39 28 28.     (N)    122 26 56.     (W)     SCALED    
 KT0452* NAVD 88     -       249.55   (+/-2cm)     818.7    (feet)  VERTCON   
 KT0452  ___________________________________________________________________
 KT0452  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 KT0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0452
 KT0452.The horizontal coordinates were scaled from a topographic map and have
 KT0452.an estimated accuracy of +/- 6 seconds.
 KT0452
 KT0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0452.The vertical order pertains to the NGVD 29 superseded value.
 KT0452
 KT0452.The geoid height was determined by GEOID03.
 KT0452
 KT0452;                    North         East    Units  Estimated Accuracy
 KT0452;SPC CA 2     -   700,770.    1,961,380.      MT  (+/- 180 meters Scaled)
 KT0452
 KT0452                          SUPERSEDED SURVEY CONTROL
 KT0452
 KT0452  NGVD 29 (??/??/92)  248.726  (m)          816.03   (f) ADJ UNCH    2 0
 KT0452
 KT0452.Superseded values are not recommended for survey control.
 KT0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0452.See file dsdata.txt to determine how the superseded data were derived.
 KT0452
 KT0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ474695(NAD 83)
 KT0452_MARKER: Q = CHISELED SQUARE
 KT0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0452_SP_SET: BRIDGE
 KT0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0452
 KT0452  HISTORY     - Date     Condition        Report By
 KT0452  HISTORY     - UNK      MONUMENTED       USGS
 KT0452  HISTORY     - 1935     GOOD             NGS
 KT0452
 KT0452                          STATION DESCRIPTION
 KT0452
 KT0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0452'11.3 MI NE FROM STONYFORD.
 KT0452'IN GLENN COUNTY, 11.3 MILES NORTHEAST ALONG THE WILLOWS ROAD
 KT0452'FROM STONYFORD, COLUSA COUNTY, 0.4 MILE NORTHEAST OF NICHOLS
 KT0452'RANCH, IN THE FORKS OF A Y-ROAD JUNCTION, AT A WOODEN BRIDGE, AND
 KT0452'ON THE TOP OF THE EAST END OF THE SOUTHWEST CONCRETE WING WALL.
 KT0452'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0178 ***********************************************************************
 FU0178  DESIGNATION -  818+45.38 CAHD
 FU0178  PID         -  FU0178
 FU0178  STATE/COUNTY-  CA/KERN
 FU0178  USGS QUAD   -  WEED PATCH (1992)
 FU0178
 FU0178                         *CURRENT SURVEY CONTROL
 FU0178  ___________________________________________________________________
 FU0178* NAD 83(1986)-  35 08 54.     (N)    118 59 45.     (W)     SCALED    
 FU0178* NAVD 88     -        89.87   (+/-2cm)     294.8    (feet)  VERTCON   
 FU0178  ___________________________________________________________________
 FU0178  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 FU0178  VERT ORDER  -  THIRD (See Below)
 FU0178
 FU0178.The horizontal coordinates were scaled from a topographic map and have
 FU0178.an estimated accuracy of +/- 6 seconds.
 FU0178
 FU0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0178.The vertical order pertains to the NGVD 29 superseded value.
 FU0178
 FU0178.The geoid height was determined by GEOID03.
 FU0178
 FU0178;                    North         East    Units  Estimated Accuracy
 FU0178;SPC CA 5     -   683,290.    1,909,260.      MT  (+/- 180 meters Scaled)
 FU0178
 FU0178                          SUPERSEDED SURVEY CONTROL
 FU0178
 FU0178  NGVD 29 (??/??/??)   89.22   (m)          292.7    (f) RESET       3  
 FU0178
 FU0178.Superseded values are not recommended for survey control.
 FU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0178.See file dsdata.txt to determine how the superseded data were derived.
 FU0178
 FU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU181913(NAD 83)
 FU0178_MARKER: DD = SURVEY DISK
 FU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0178_STAMPING: 818+45.38
 FU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0178+STABILITY: SURFACE MOTION
 FU0178
 FU0178  HISTORY     - Date     Condition        Report By
 FU0178  HISTORY     - UNK      MONUMENTED       CADH
 FU0178  HISTORY     - 1961     GOOD             NGS
 FU0178  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0178
 FU0178                          STATION DESCRIPTION
 FU0178
 FU0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0178'6.6 MI N FROM METTLER.
 FU0178'6.55 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF
 FU0178'STATE HIGHWAY 166 AND 33 AT METTLER, IN R28E T32S S17, ABOUT
 FU0178'90 YARDS SOUTH OF CONCRETE BRIDGE 50+190 OVER NEW RIM DITCH,
 FU0178'BETWEEN THE EAST AND WEST LANES OF THE HIGHWAY, 37 FEET EAST
 FU0178'OF THE CENTER LINE OF THE WEST LANES, 35 FEET WEST OF THE
 FU0178'CENTER LINE OF THE EAST LANES, 252.1 FEET SOUTH OF THE SOUTH
 FU0178'END OF THE EAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT
 FU0178'UNDER THE WEST LANES, 1.3 FEET SOUTH OF A STEEL STATION MARKER
 FU0178'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 FU0178'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU0178
 FU0178                          STATION RECOVERY (1970)
 FU0178
 FU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1016 ***********************************************************************
 HT1016  DESIGNATION -  818.33=818.597 EBMUD
 HT1016  PID         -  HT1016
 HT1016  STATE/COUNTY-  CA/CONTRA COSTA
 HT1016  USGS QUAD   -  RICHMOND (1993)
 HT1016
 HT1016                         *CURRENT SURVEY CONTROL
 HT1016  ___________________________________________________________________
 HT1016* NAD 83(1986)-  37 54 17.     (N)    122 16 12.     (W)     SCALED    
 HT1016* NAVD 88     -       250.36   (+/-2cm)     821.4    (feet)  VERTCON   
 HT1016  ___________________________________________________________________
 HT1016  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HT1016  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1016
 HT1016.The horizontal coordinates were scaled from a topographic map and have
 HT1016.an estimated accuracy of +/- 6 seconds.
 HT1016
 HT1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1016.The vertical order pertains to the NGVD 29 superseded value.
 HT1016
 HT1016.The geoid height was determined by GEOID03.
 HT1016
 HT1016;                    North         East    Units  Estimated Accuracy
 HT1016;SPC CA 3     -   657,370.    1,844,360.      MT  (+/- 180 meters Scaled)
 HT1016
 HT1016                          SUPERSEDED SURVEY CONTROL
 HT1016
 HT1016  NGVD 29 (??/??/92)  249.509  (m)          818.60   (f) ADJ UNCH    1 2
 HT1016
 HT1016.Superseded values are not recommended for survey control.
 HT1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1016.See file dsdata.txt to determine how the superseded data were derived.
 HT1016
 HT1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG641954(NAD 83)
 HT1016_MARKER: DD = SURVEY DISK
 HT1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT1016_SP_SET: CONCRETE BLOCK
 HT1016_STAMPING: 818.597
 HT1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT1016
 HT1016  HISTORY     - Date     Condition        Report By
 HT1016  HISTORY     - UNK      MONUMENTED       EBMUD
 HT1016  HISTORY     - 1962     GOOD             NGS
 HT1016
 HT1016                          STATION DESCRIPTION
 HT1016
 HT1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT1016'AT EL CERRITO.
 HT1016'AT EL CERRITO, AT THE SOUTH SIDE OF THE SUMMIT RESERVOIR, SET IN
 HT1016'THE TOP OF A CONCRETE BLOCK PROJECTING 0.5 FOOT ABOVE A CONCRETE
 HT1016'WALL, 4 FEET NORTH OF THE CENTER OF A DOOR TO A SMALL TOOL HOUSE,
 HT1016'AND 0.5 FOOT WEST OF THE WEST SIDE OF THE TOOL HOUSE.  NOTE-- THE
 HT1016'MARK WAS PREVIOUSLY DESIGNATED AS 818.33 (EBW CO.) AND DESCRIBED
 HT1016'IN 1934 AS STAMPED 818.33.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1798 ***********************************************************************
 JT1798  DESIGNATION -  82  C
 JT1798  PID         -  JT1798
 JT1798  STATE/COUNTY-  CA/NAPA
 JT1798  USGS QUAD   -  NAPA (1980)
 JT1798
 JT1798                         *CURRENT SURVEY CONTROL
 JT1798  ___________________________________________________________________
 JT1798* NAD 83(1986)-  38 17 03.     (N)    122 19 31.     (W)     SCALED    
 JT1798* NAVD 88     -        41.15   (+/-2cm)     135.0    (feet)  VERTCON   
 JT1798  ___________________________________________________________________
 JT1798  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1798  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1798
 JT1798.The horizontal coordinates were scaled from a topographic map and have
 JT1798.an estimated accuracy of +/- 6 seconds.
 JT1798
 JT1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1798.The vertical order pertains to the NGVD 29 superseded value.
 JT1798
 JT1798.The geoid height was determined by GEOID03.
 JT1798
 JT1798;                    North         East    Units  Estimated Accuracy
 JT1798;SPC CA 2     -   568,600.    1,971,540.      MT  (+/- 180 meters Scaled)
 JT1798
 JT1798                          SUPERSEDED SURVEY CONTROL
 JT1798
 JT1798  NGVD 29 (??/??/92)   40.368  (m)          132.44   (f) ADJ UNCH    1 1
 JT1798
 JT1798.Superseded values are not recommended for survey control.
 JT1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1798.See file dsdata.txt to determine how the superseded data were derived.
 JT1798
 JT1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590375(NAD 83)
 JT1798_MARKER: DD = SURVEY DISK
 JT1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1798_SP_SET: CONCRETE POST
 JT1798_MARK LOGO: CA2330
 JT1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1798+STABILITY: SURFACE MOTION
 JT1798
 JT1798  HISTORY     - Date     Condition        Report By
 JT1798  HISTORY     - 1971     MONUMENTED       CA2330
 JT1798
 JT1798                          STATION DESCRIPTION
 JT1798
 JT1798'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1798'ALONG CONGRESS VALLEY ROAD, 600 FT (182.9 M) EAST OF THOMPSON AVENUE,
 JT1798'SOUTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0551 ***********************************************************************
 DX0551  DESIGNATION -  82 12.4
 DX0551  PID         -  DX0551
 DX0551  STATE/COUNTY-  CA/RIVERSIDE
 DX0551  USGS QUAD   -  OASIS (1974)
 DX0551
 DX0551                         *CURRENT SURVEY CONTROL
 DX0551  ___________________________________________________________________
 DX0551* NAD 83(1986)-  33 27 15.     (N)    116 05 23.     (W)     SCALED    
 DX0551* NAVD 88     -       -43.44   (+/-2cm)    -142.5    (feet)  VERTCON   
 DX0551  ___________________________________________________________________
 DX0551  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DX0551  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0551
 DX0551.The horizontal coordinates were scaled from a topographic map and have
 DX0551.an estimated accuracy of +/- 6 seconds.
 DX0551
 DX0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0551.The vertical order pertains to the NGVD 29 superseded value.
 DX0551
 DX0551.The geoid height was determined by GEOID03.
 DX0551
 DX0551;                    North         East    Units  Estimated Accuracy
 DX0551;SPC CA 6     -   642,800.    2,014,900.      MT  (+/- 180 meters Scaled)
 DX0551
 DX0551                          SUPERSEDED SURVEY CONTROL
 DX0551
 DX0551  NGVD 29 (??/??/??)  -44.114  (m)         -144.73   (f) ADJUSTED    1 2
 DX0551
 DX0551.Superseded values are not recommended for survey control.
 DX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0551.See file dsdata.txt to determine how the superseded data were derived.
 DX0551
 DX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT845020(NAD 83)
 DX0551_MARKER: DD = SURVEY DISK
 DX0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0551+STABILITY: SURFACE MOTION
 DX0551
 DX0551  HISTORY     - Date     Condition        Report By
 DX0551  HISTORY     - UNK      MONUMENTED       BOR
 DX0551  HISTORY     - 1955     GOOD             NGS
 DX0551  HISTORY     - 20060817 MARK NOT FOUND   JCLS
 DX0551
 DX0551                          STATION DESCRIPTION
 DX0551
 DX0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0551'0.8 MI SE FROM OASIS.
 DX0551'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE OASIS STORE AT
 DX0551'OASIS, AT THE INTERSECTION OF AVENUE 82, ABOUT 310 FEET WEST OF
 DX0551'THE WEST CORNER OF WOODEN BRIDGE NO. 56-143, 107.6 FEET SOUTHWEST
 DX0551'OF THE CENTER LINE OF THE HIGHWAY, 48.4 FEET NORTH OF THE CENTER
 DX0551'LINE OF THE AVENUE, 47.4 FEET SOUTHWEST OF POWER LINE POLE 97249
 DX0551'1D, 26.1 FEET NORTHEAST OF POWER LINE POLE 90786 1D, 0.9 FOOT
 DX0551'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DX0551'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DX0551
 DX0551                          STATION RECOVERY (2006)
 DX0551
 DX0551'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DX0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0326 ***********************************************************************
 JT0326  DESIGNATION -  82 A
 JT0326  PID         -  JT0326
 JT0326  STATE/COUNTY-  CA/SOLANO
 JT0326  USGS QUAD   -  MARE ISLAND (1980)
 JT0326
 JT0326                         *CURRENT SURVEY CONTROL
 JT0326  ___________________________________________________________________
 JT0326* NAD 83(1986)-  38 06 43.     (N)    122 16 17.     (W)     SCALED    
 JT0326* NAVD 88     -         6.888  (meters)      22.60   (feet)  ADJUSTED  
 JT0326  ___________________________________________________________________
 JT0326  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JT0326  DYNAMIC HT  -           6.884 (meters)      22.59  (feet)  COMP
 JT0326  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 JT0326
 JT0326  VERT ORDER  -  FIRST     CLASS II
 JT0326
 JT0326.The horizontal coordinates were scaled from a topographic map and have
 JT0326.an estimated accuracy of +/- 6 seconds.
 JT0326
 JT0326.The orthometric height was determined by differential leveling
 JT0326.and adjusted in June 1991.
 JT0326
 JT0326.The geoid height was determined by GEOID03.
 JT0326
 JT0326.The dynamic height is computed by dividing the NAVD 88
 JT0326.geopotential number by the normal gravity value computed on the
 JT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JT0326.degrees latitude (g = 980.6199 gals.).
 JT0326
 JT0326.The modeled gravity was interpolated from observed gravity values.
 JT0326
 JT0326;                    North         East    Units  Estimated Accuracy
 JT0326;SPC CA 2     -   549,470.    1,976,200.      MT  (+/- 180 meters Scaled)
 JT0326
 JT0326                          SUPERSEDED SURVEY CONTROL
 JT0326
 JT0326  NGVD 29 (??/??/92)    6.063  (m)           19.89   (f) ADJ UNCH    1 2
 JT0326
 JT0326.Superseded values are not recommended for survey control.
 JT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0326.See file dsdata.txt to determine how the superseded data were derived.
 JT0326
 JT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638184(NAD 83)
 JT0326_MARKER: DD = SURVEY DISK
 JT0326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JT0326_SP_SET: ABUTMENT
 JT0326_STAMPING: HARBOR LINE 82 A 1939
 JT0326_MARK LOGO: USE   
 JT0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0326
 JT0326  HISTORY     - Date     Condition        Report By
 JT0326  HISTORY     - 1939     MONUMENTED       DOD
 JT0326  HISTORY     - 1950     GOOD             NGS
 JT0326  HISTORY     - 1961     GOOD             NGS
 JT0326  HISTORY     - 1987     GOOD             NGS
 JT0326
 JT0326                          STATION DESCRIPTION
 JT0326
 JT0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JT0326'AT VALLEJO.
 JT0326'AT VALLEJO, 0.5 MILE WEST ALONG TENNESEE STREET FROM THE MAIN
 JT0326'GATE TO MARE ISLAND NAVAL SHIPYARD, AT THE NORTHEAST END OF
 JT0326'THE CONCRETE CAUSEWAY OVER MARE ISLAND STRAIT, IN THE TOP OF
 JT0326'THE SOUTH END OF THE EAST ABUTMENT, 24.7 FEET SOUTH OF THE
 JT0326'CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A FENCE, 0.8
 JT0326'FOOT EAST OF THE EAST BASE OF A GRANITE LIGHT POLE, 1/2 FOOT
 JT0326'HIGHER THAN THE HIGHWAY, AND FLUSH WITH THE SIDEWALK.
 JT0326
 JT0326                          STATION RECOVERY (1961)
 JT0326
 JT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JT0326'RECOVERED IN GOOD CONDITION.
 JT0326
 JT0326                          STATION RECOVERY (1987)
 JT0326
 JT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JT0326'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN VALLEJO, AT
 JT0326'THE INTERSECTION OF G STREET AND NAPA RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1802 ***********************************************************************
 JT1802  DESIGNATION -  82 A
 JT1802  PID         -  JT1802
 JT1802  STATE/COUNTY-  CA/NAPA
 JT1802  USGS QUAD   -  NAPA (1980)
 JT1802
 JT1802                         *CURRENT SURVEY CONTROL
 JT1802  ___________________________________________________________________
 JT1802* NAD 83(1986)-  38 17 09.     (N)    122 19 46.     (W)     SCALED    
 JT1802* NAVD 88     -        47.87   (+/-2cm)     157.1    (feet)  VERTCON   
 JT1802  ___________________________________________________________________
 JT1802  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JT1802  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1802
 JT1802.The horizontal coordinates were scaled from a topographic map and have
 JT1802.an estimated accuracy of +/- 6 seconds.
 JT1802
 JT1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1802.The vertical order pertains to the NGVD 29 superseded value.
 JT1802
 JT1802.The geoid height was determined by GEOID03.
 JT1802
 JT1802;                    North         East    Units  Estimated Accuracy
 JT1802;SPC CA 2     -   568,780.    1,971,180.      MT  (+/- 180 meters Scaled)
 JT1802
 JT1802                          SUPERSEDED SURVEY CONTROL
 JT1802
 JT1802  NGVD 29 (??/??/92)   47.090  (m)          154.49   (f) ADJ UNCH    1 1
 JT1802
 JT1802.Superseded values are not recommended for survey control.
 JT1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1802.See file dsdata.txt to determine how the superseded data were derived.
 JT1802
 JT1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH586377(NAD 83)
 JT1802_MARKER: DD = SURVEY DISK
 JT1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1802_SP_SET: CONCRETE POST
 JT1802_MARK LOGO: CA2330
 JT1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1802+STABILITY: SURFACE MOTION
 JT1802
 JT1802  HISTORY     - Date     Condition        Report By
 JT1802  HISTORY     - 1971     MONUMENTED       CA2330
 JT1802
 JT1802                          STATION DESCRIPTION
 JT1802
 JT1802'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1802'ALONG CONGRESS VALLEY ROAD, 1000 FT (304.8 M) WEST OF THOMPSON AVENUE,
 JT1802'NORTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1801 ***********************************************************************
 JT1801  DESIGNATION -  82 B
 JT1801  PID         -  JT1801
 JT1801  STATE/COUNTY-  CA/NAPA
 JT1801  USGS QUAD   -  NAPA (1980)
 JT1801
 JT1801                         *CURRENT SURVEY CONTROL
 JT1801  ___________________________________________________________________
 JT1801* NAD 83(1986)-  38 17 04.     (N)    122 19 38.     (W)     SCALED    
 JT1801* NAVD 88     -        44.30   (+/-2cm)     145.3    (feet)  VERTCON   
 JT1801  ___________________________________________________________________
 JT1801  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT1801  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1801
 JT1801.The horizontal coordinates were scaled from a topographic map and have
 JT1801.an estimated accuracy of +/- 6 seconds.
 JT1801
 JT1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1801.The vertical order pertains to the NGVD 29 superseded value.
 JT1801
 JT1801.The geoid height was determined by GEOID03.
 JT1801
 JT1801;                    North         East    Units  Estimated Accuracy
 JT1801;SPC CA 2     -   568,630.    1,971,370.      MT  (+/- 180 meters Scaled)
 JT1801
 JT1801                          SUPERSEDED SURVEY CONTROL
 JT1801
 JT1801  NGVD 29 (??/??/92)   43.516  (m)          142.77   (f) ADJ UNCH    1 1
 JT1801
 JT1801.Superseded values are not recommended for survey control.
 JT1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1801.See file dsdata.txt to determine how the superseded data were derived.
 JT1801
 JT1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH588375(NAD 83)
 JT1801_MARKER: DD = SURVEY DISK
 JT1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1801_SP_SET: CONCRETE POST
 JT1801_MARK LOGO: CA2330
 JT1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1801+STABILITY: SURFACE MOTION
 JT1801
 JT1801  HISTORY     - Date     Condition        Report By
 JT1801  HISTORY     - 1971     MONUMENTED       CA2330
 JT1801
 JT1801                          STATION DESCRIPTION
 JT1801
 JT1801'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT1801'ALONG CONGRESS VALLEY ROAD, 250 FT (76.2 M) WEST OF THOMPSON AVENUE,
 JT1801'SOUTH OF EP, A WELL TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0269 ***********************************************************************
 DY0269  DESIGNATION -  82 C OF LB
 DY0269  PID         -  DY0269
 DY0269  STATE/COUNTY-  CA/LOS ANGELES
 DY0269  USGS QUAD   -  LONG BEACH (1981)
 DY0269
 DY0269                         *CURRENT SURVEY CONTROL
 DY0269  ___________________________________________________________________
 DY0269* NAD 83(1986)-  33 46 59.     (N)    118 12 56.     (W)     SCALED    
 DY0269* NAVD 88     -         2.44   (+/-2cm)       8.0    (feet)  VERTCON   
 DY0269  ___________________________________________________________________
 DY0269  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0269  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0269
 DY0269.The horizontal coordinates were scaled from a topographic map and have
 DY0269.an estimated accuracy of +/- 6 seconds.
 DY0269
 DY0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0269.The vertical order pertains to the NGVD 29 superseded value.
 DY0269
 DY0269.The geoid height was determined by GEOID03.
 DY0269
 DY0269;                    North         East    Units  Estimated Accuracy
 DY0269;SPC CA 5     -   531,420.    1,980,030.      MT  (+/- 180 meters Scaled)
 DY0269
 DY0269                          SUPERSEDED SURVEY CONTROL
 DY0269
 DY0269  NGVD 29 (??/??/92)    1.642  (m)            5.39   (f) ADJ UNCH    1 2
 DY0269
 DY0269.Superseded values are not recommended for survey control.
 DY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0269.See file dsdata.txt to determine how the superseded data were derived.
 DY0269
 DY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT874387(NAD 83)
 DY0269_MARKER: DD = SURVEY DISK
 DY0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0269_SP_SET: SIDEWALK
 DY0269_STAMPING: LBBM NO 82
 DY0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0269
 DY0269  HISTORY     - Date     Condition        Report By
 DY0269  HISTORY     - UNK      MONUMENTED       CA1970
 DY0269  HISTORY     - 1960     GOOD             NGS
 DY0269
 DY0269                          STATION DESCRIPTION
 DY0269
 DY0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY0269'AT LONG BEACH.
 DY0269'AT LONG BEACH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DY0269'ANAHEIM STREET AND SANTA FE AVENUE, IN THE SIDEWALK, 5.6 FEET WEST
 DY0269'OF A 5 INCH SQUARE CONCRETE POST PROJECTING 5 FEET AND SUPPORTING
 DY0269'A MAIL BOX, AND 2.7 FEET NORTHEAST OF A ROUNDED CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9042 ***********************************************************************
 EW9042  DESIGNATION -  82 FMK USGS
 EW9042  PID         -  EW9042
 EW9042  STATE/COUNTY-  CA/LOS ANGELES
 EW9042  USGS QUAD   -  CANOGA PARK (1967)
 EW9042
 EW9042                         *CURRENT SURVEY CONTROL
 EW9042  ___________________________________________________________________
 EW9042* NAD 83(1986)-  34 07 59.     (N)    118 35 57.     (W)     SCALED    
 EW9042* NAVD 88     -       417.57   (+/-2cm)    1370.0    (feet)  VERTCON   
 EW9042  ___________________________________________________________________
 EW9042  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EW9042  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9042
 EW9042.The horizontal coordinates were scaled from a topographic map and have
 EW9042.an estimated accuracy of +/- 6 seconds.
 EW9042
 EW9042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9042.The vertical order pertains to the NGVD 29 superseded value.
 EW9042
 EW9042.The geoid height was determined by GEOID03.
 EW9042
 EW9042;                    North         East    Units  Estimated Accuracy
 EW9042;SPC CA 5     -   570,390.    1,944,730.      MT  (+/- 180 meters Scaled)
 EW9042
 EW9042                          SUPERSEDED SURVEY CONTROL
 EW9042
 EW9042  NGVD 29 (??/??/92)  416.79   (m)         1367.4    (f) COMPUTED    1 1
 EW9042
 EW9042.Superseded values are not recommended for survey control.
 EW9042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9042.See file dsdata.txt to determine how the superseded data were derived.
 EW9042
 EW9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT525780(NAD 83)
 EW9042_MARKER: DD = SURVEY DISK
 EW9042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9042_SP_SET: CURB
 EW9042_STAMPING: 82 FMK 1974
 EW9042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9042
 EW9042  HISTORY     - Date     Condition        Report By
 EW9042  HISTORY     - 1974     MONUMENTED       USGS
 EW9042  HISTORY     - 1974     GOOD             CA-037
 EW9042
 EW9042                          STATION DESCRIPTION
 EW9042
 EW9042'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9042'IN GLENVIEW.
 EW9042'TOPANGA CANYON BOULEVARD, 2.25 MILES SOUTHERLY FROM MULHOLLAND DRIVE.
 EW9042'0.2 MILE SOUTH OF VIEW RIDGE ROAD.  75.5 FEET EASTERLY OF POWER POLE
 EW9042'NO. 1085774E.  40.0 FEET EASTERLY OF APPROXIMATE CENTER OF PAVEMENT OF
 EW9042'ROAD.  14.7 FEET NORTHWESTERLY OF SOUTH END OF A 5 FOOT CONCRETE BLOCK
 EW9042'WALL.  THE DISK IS SET IN CONCRETE CURB 1 FOOT NORTH OF CONCRETE CATCH
 EW9042'BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0607 ***********************************************************************
 HT0607  DESIGNATION -  82 USE
 HT0607  PID         -  HT0607
 HT0607  STATE/COUNTY-  CA/SAN FRANCISCO
 HT0607  USGS QUAD   -  SAN FRANCISCO SOUTH (1995)
 HT0607
 HT0607                         *CURRENT SURVEY CONTROL
 HT0607  ___________________________________________________________________
 HT0607* NAD 83(1986)-  37 44 33.     (N)    122 23 15.     (W)     SCALED    
 HT0607* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 HT0607  ___________________________________________________________________
 HT0607  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 HT0607  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0607
 HT0607.The horizontal coordinates were scaled from a topographic map and have
 HT0607.an estimated accuracy of +/- 6 seconds.
 HT0607
 HT0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0607.The vertical order pertains to the NGVD 29 superseded value.
 HT0607
 HT0607.The geoid height was determined by GEOID03.
 HT0607
 HT0607;                    North         East    Units  Estimated Accuracy
 HT0607;SPC CA 3     -   639,570.    1,833,660.      MT  (+/- 180 meters Scaled)
 HT0607
 HT0607                          SUPERSEDED SURVEY CONTROL
 HT0607
 HT0607  NGVD 29 (??/??/92)    3.224  (m)           10.58   (f) ADJ UNCH    1 2
 HT0607
 HT0607.Superseded values are not recommended for survey control.
 HT0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0607.See file dsdata.txt to determine how the superseded data were derived.
 HT0607
 HT0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG539774(NAD 83)
 HT0607_MARKER: DD = SURVEY DISK
 HT0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0607_SP_SET: CURB
 HT0607_STAMPING: 82 1939 HARBOR LINE
 HT0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0607
 HT0607  HISTORY     - Date     Condition        Report By
 HT0607  HISTORY     - 1939     MONUMENTED       DOD
 HT0607  HISTORY     - 1956     GOOD             NGS
 HT0607  HISTORY     - 1965     GOOD             NGS
 HT0607  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HT0607
 HT0607                          STATION DESCRIPTION
 HT0607
 HT0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HT0607'AT SAN FRANCISCO.
 HT0607'AT SAN FRANCISCO, AT THE INTERSECTION OF THIRD STREET AND EVANS
 HT0607'AVENUE, IN THE TOP OF THE EAST CONCRETE CURB OF THIRD STREET,
 HT0607'11.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE W.M. TAAFFE
 HT0607'COMPANY, INC. BUILDING, 9.3 FEET NORTH OF THE PROLONGATION
 HT0607'OF THE NORTH CURB OF THE AVENUE, AND 0.6 FOOT HIGHER THAN THE
 HT0607'STREET.
 HT0607
 HT0607                          STATION RECOVERY (1965)
 HT0607
 HT0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HT0607'RECOVERED IN GOOD CONDITION.
 HT0607
 HT0607                          STATION RECOVERY (1988)
 HT0607
 HT0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLH)
 HT0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0072 ***********************************************************************
 FT0072  DESIGNATION -  82 WFM
 FT0072  PID         -  FT0072
 FT0072  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0072  USGS QUAD   -  GOLDSTONE (1996)
 FT0072
 FT0072                         *CURRENT SURVEY CONTROL
 FT0072  ___________________________________________________________________
 FT0072* NAD 83(1992)-  35 19 01.75445(N)    116 54 31.09752(W)     ADJUSTED  
 FT0072* NAVD 88     -       948.988  (meters)    3113.47   (feet)  ADJUSTED  
 FT0072  ___________________________________________________________________
 FT0072  EPOCH DATE  -        1991.35
 FT0072  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FT0072  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FT0072  DYNAMIC HT  -         947.904 (meters)    3109.91  (feet)  COMP
 FT0072  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 FT0072  OBS GRAVITY -     979,460.4   (mgal)                       GRAV_OBS
 FT0072
 FT0072  HORZ ORDER  -  SECOND
 FT0072  VERT ORDER  -  FIRST     CLASS I
 FT0072
 FT0072.The horizontal coordinates were established by classical geodetic methods
 FT0072.and adjusted by the National Geodetic Survey in June 1996.
 FT0072.The horizontal coordinates are valid at the epoch date displayed above.
 FT0072.The epoch date for horizontal control is a decimal equivalence
 FT0072.of Year/Month/Day.
 FT0072
 FT0072.The orthometric height was determined by differential leveling
 FT0072.and adjusted in June 1991.
 FT0072
 FT0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FT0072
 FT0072.The geoid height was determined by GEOID03.
 FT0072
 FT0072.The dynamic height is computed by dividing the NAVD 88
 FT0072.geopotential number by the normal gravity value computed on the
 FT0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0072.degrees latitude (g = 980.6199 gals.).
 FT0072
 FT0072.The modeled gravity was interpolated from observed gravity values.
 FT0072.The observed gravity was obtained from relative gravimeter ties
 FT0072.to the IGSN71 gravity network.
 FT0072
 FT0072;                    North         East     Units Scale Factor Converg.
 FT0072;SPC CA 5     -   702,111.569 2,099,237.636   MT  0.99997083   +0 37 19.5
 FT0072;SPC CA 5     - 2,303,511.04  6,887,248.81   sFT  0.99997083   +0 37 19.5
 FT0072;UTM  11      - 3,908,218.988   508,304.621   MT  0.99960085   +0 03 10.1
 FT0072
 FT0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FT0072!SPC CA 5     -   0.99985588  x   0.99997083  =   0.99982671
 FT0072!UTM  11      -   0.99985588  x   0.99960085  =   0.99945679
 FT0072
 FT0072                          SUPERSEDED SURVEY CONTROL
 FT0072
 FT0072  NAD 83(1986)-  35 19 01.75471(N)    116 54 31.09387(W) AD(1984.00) 2
 FT0072  NAD 27      -  35 19 01.86203(N)    116 54 27.96317(W) AD(       ) 2
 FT0072  NGVD 29 (??/??/92)  948.203  (m)         3110.90   (f) ADJ UNCH    1 1
 FT0072
 FT0072.Superseded values are not recommended for survey control.
 FT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0072.See file dsdata.txt to determine how the superseded data were derived.
 FT0072
 FT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV0830508219(NAD 83)
 FT0072_MARKER: DD = SURVEY DISK
 FT0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0072_STAMPING: 82 WFM 3110 1946
 FT0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0072+STABILITY: SURFACE MOTION
 FT0072
 FT0072  HISTORY     - Date     Condition        Report By
 FT0072  HISTORY     - 1981     MONUMENTED       USGS
 FT0072  HISTORY     - 1963     GOOD             NGS
 FT0072  HISTORY     - 1977     GOOD             NGS
 FT0072  HISTORY     - 1981     GOOD             NGS
 FT0072
 FT0072                          STATION DESCRIPTION
 FT0072
 FT0072'DESCRIBED BY US GEOLOGICAL SURVEY 1981 (CJF)
 FT0072'THE STATION IS LOCATED ABOUT 21 KM (13 MI) NORTHWEST OF FORT
 FT0072'IRWIN, 8 KM (5 MI) SOUTH OF GOLDSTONE LAKE, AND 2.5 KM
 FT0072'(1.5 MI) SOUTHWEST OF THE MOJAVE ANTENNA SITE.
 FT0072'
 FT0072'TO REACH THE STATION FROM THE GOLDSTONE GUARD STATION BETWEEN
 FT0072'VENUS AND ECHO SITES, GO NORTHERLY ON GOLDSTONE ROAD FOR 14.0
 FT0072'KM (8.7 MI) TO THE SOUTHEAST END OF GOLDSTONE LAKE AND GODDARD
 FT0072'ROAD ON THE LEFT.  TURN LEFT ON GODDARD ROAD AND GO SOUTHERLY
 FT0072'PASSING AIR STRIP ON RIGHT FOR 2.4 KM (1.5 MI) TO COVINGTON
 FT0072'ROAD ON THE LEFT.  CONTINUE ON GODDARD ROAD FOR 3.0 KM (1.85 MI)
 FT0072'TO MENGEL ROAD ON THE LEFT.  CONTINUE AHEAD ON DIRT BLADED
 FT0072'ROAD FOR 0.1 KM (0.05 MI), THENCE BEAR SOUTHWEST ON LEFT
 FT0072'FORK FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT AND THE STATION
 FT0072'ON THE RIGHT.
 FT0072'
 FT0072'THE STATION IS A STANDARD USGS DISK
 FT0072'STAMPED---82 WFM 3110 1946---,
 FT0072'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 16 CM ON A SIDE
 FT0072'PROJECTING 25 CM ABOVE THE GROUND.  IT IS LOCATED
 FT0072'38.3 METERS (125.5 FT) WEST FROM THE INTERSECTION OF THE ROADS,
 FT0072'15.5 METERS (51 FT) NORTHWEST FROM THE CENTER OF THE
 FT0072'NORTHEAST-SOUTHWEST ROAD, AND
 FT0072'0.3 METER (1 FT) NORTHWEST FROM A WITNESS POST.
 FT0072'
 FT0072'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 FT0072'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 FT0072
 FT0072                          STATION RECOVERY (1963)
 FT0072
 FT0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FT0072'34.3 MI NE FROM BARSTOW.
 FT0072'6.4 MILES NORTH ALONG CAMP IRWIN ROAD FROM THE JUNCTION OF U.S.
 FT0072'HIGHWAY 466 AT BARSTOW, THENCE 27.9 MILES NORTH AND NORTHEAST
 FT0072'ALONG GOLDSTONE ROAD, AT THE JUNCTION OF A GRADED ROAD LEADING
 FT0072'SOUTHEAST, 51 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 FT0072'125 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 1.2 FEET
 FT0072'WEST-NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 FT0072'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 FT0072'ABOVE THE GROUND.
 FT0072
 FT0072                          STATION RECOVERY (1977)
 FT0072
 FT0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0072'3.6 MILES SOUTHWEST ALONG BARSTOW ROAD FROM THE JUNCTION OF GOLDSTONE
 FT0072'ROAD AT FORT IRWIN, THENCE 5.35 MILES NORTHWEST ALONG NASA ROAD,
 FT0072'THENCE 2.45 MILES NORTHWEST ALONG GOLDSTONE ROAD, THENCE 6.2 MILES
 FT0072'WEST ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING
 FT0072'SOUTHWEST AND NORTHEAST, 125.5 FT. SOUTHWEST OF THE CENTER OF THE
 FT0072'JUNCTION OF THE ROAD, 51 FT. NORTHWEST OF THE CENTER LINE OF THE
 FT0072'SOUTHWEST ROAD.
 FT0072
 FT0072                          STATION RECOVERY (1981)
 FT0072
 FT0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FT0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4387 ***********************************************************************
 EW4387  DESIGNATION -  82+89.90 EC CADT
 EW4387  PID         -  EW4387
 EW4387  STATE/COUNTY-  CA/LOS ANGELES
 EW4387  USGS QUAD   -  CANOGA PARK (1967)
 EW4387
 EW4387                         *CURRENT SURVEY CONTROL
 EW4387  ___________________________________________________________________
 EW4387* NAD 83(1986)-  34 10 43.     (N)    118 36 18.     (W)     SCALED    
 EW4387* NAVD 88     -       257.30   (+/-2cm)     844.2    (feet)  VERTCON   
 EW4387  ___________________________________________________________________
 EW4387  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4387  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4387
 EW4387.The horizontal coordinates were scaled from a topographic map and have
 EW4387.an estimated accuracy of +/- 6 seconds.
 EW4387
 EW4387.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4387.The vertical order pertains to the NGVD 29 superseded value.
 EW4387
 EW4387.The geoid height was determined by GEOID03.
 EW4387
 EW4387;                    North         East    Units  Estimated Accuracy
 EW4387;SPC CA 5     -   575,440.    1,944,230.      MT  (+/- 180 meters Scaled)
 EW4387
 EW4387                          SUPERSEDED SURVEY CONTROL
 EW4387
 EW4387  NGVD 29 (??/??/92)  256.51   (m)          841.6    (f) COMPUTED    1 1
 EW4387
 EW4387.Superseded values are not recommended for survey control.
 EW4387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4387.See file dsdata.txt to determine how the superseded data were derived.
 EW4387
 EW4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520831(NAD 83)
 EW4387_MARKER: DD = SURVEY DISK
 EW4387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4387_SP_SET: IN CONCRETE
 EW4387_STAMPING: 82 PLUS 89.90 EC
 EW4387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4387
 EW4387  HISTORY     - Date     Condition        Report By
 EW4387  HISTORY     - UNK      MONUMENTED       CADH
 EW4387  HISTORY     - 1968     GOOD
 EW4387  HISTORY     - 1974     GOOD             CA1980
 EW4387  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4387
 EW4387                          STATION DESCRIPTION
 EW4387
 EW4387'DESCRIBED 1968
 EW4387'AT LOS ANGELES.
 EW4387'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT, STAMPED 82 PLUS 89.90
 EW4387'EC, ON THE CENTER LINE END OF SECOND CURVE IN TOPANGA CANYON
 EW4387'BOULEVARD NORTH OF BURBANK BOULEVARD.
 EW4387
 EW4387                          STATION RECOVERY (1974)
 EW4387
 EW4387'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4387'RECOVERED IN GOOD CONDITION.
 EW4387
 EW4387                          STATION RECOVERY (1978)
 EW4387
 EW4387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4387'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0358 ***********************************************************************
 GU0358  DESIGNATION -  82.12 R USBR
 GU0358  PID         -  GU0358
 GU0358  STATE/COUNTY-  CA/MERCED
 GU0358  USGS QUAD   -  ORTIGALITA PEAK NW (1984)
 GU0358
 GU0358                         *CURRENT SURVEY CONTROL
 GU0358  ___________________________________________________________________
 GU0358* NAD 83(1986)-  36 58 12.     (N)    120 52 34.     (W)     SCALED    
 GU0358* NAVD 88     -        71.25   (+/-2cm)     233.8    (feet)  VERTCON   
 GU0358  ___________________________________________________________________
 GU0358  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GU0358  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0358
 GU0358.The horizontal coordinates were scaled from a topographic map and have
 GU0358.an estimated accuracy of +/- 6 seconds.
 GU0358
 GU0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0358.The vertical order pertains to the NGVD 29 superseded value.
 GU0358
 GU0358.The geoid height was determined by GEOID03.
 GU0358
 GU0358;                    North         East    Units  Estimated Accuracy
 GU0358;SPC CA 3     -   552,230.    1,966,510.      MT  (+/- 180 meters Scaled)
 GU0358
 GU0358                          SUPERSEDED SURVEY CONTROL
 GU0358
 GU0358  NGVD 29 (??/??/??)   70.374  (m)          230.89   (f) ADJUSTED    1 1
 GU0358
 GU0358.Superseded values are not recommended for survey control.
 GU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0358.See file dsdata.txt to determine how the superseded data were derived.
 GU0358
 GU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF890936(NAD 83)
 GU0358_MARKER: DD = SURVEY DISK
 GU0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0358_SP_SET: DRAIN INLET
 GU0358_STAMPING: 82.12 R
 GU0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0358
 GU0358  HISTORY     - Date     Condition        Report By
 GU0358  HISTORY     - UNK      MONUMENTED       BOR
 GU0358  HISTORY     - 1967     GOOD             NGS
 GU0358  HISTORY     - 1975     GOOD             NGS
 GU0358
 GU0358                          STATION DESCRIPTION
 GU0358
 GU0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0358'4.6 MI NW FROM DOS AMIGOS PUMP PLANT.
 GU0358'4.6 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0358'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.7 FEET NORTHWEST OF
 GU0358'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN
 GU0358'INLET STRUCTURE 82.12, 19 FEET SOUTHWEST OF THE CENTER LINE
 GU0358'OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 GU0358
 GU0358                          STATION RECOVERY (1975)
 GU0358
 GU0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0357 ***********************************************************************
 GU0357  DESIGNATION -  82.18 L USBR
 GU0357  PID         -  GU0357
 GU0357  STATE/COUNTY-  CA/MERCED
 GU0357  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0357
 GU0357                         *CURRENT SURVEY CONTROL
 GU0357  ___________________________________________________________________
 GU0357* NAD 83(1986)-  36 58 10.     (N)    120 52 27.     (W)     SCALED    
 GU0357* NAVD 88     -        72.60   (+/-2cm)     238.2    (feet)  VERTCON   
 GU0357  ___________________________________________________________________
 GU0357  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 GU0357  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0357
 GU0357.The horizontal coordinates were scaled from a topographic map and have
 GU0357.an estimated accuracy of +/- 6 seconds.
 GU0357
 GU0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0357.The vertical order pertains to the NGVD 29 superseded value.
 GU0357
 GU0357.The geoid height was determined by GEOID03.
 GU0357
 GU0357;                    North         East    Units  Estimated Accuracy
 GU0357;SPC CA 3     -   552,170.    1,966,680.      MT  (+/- 180 meters Scaled)
 GU0357
 GU0357                          SUPERSEDED SURVEY CONTROL
 GU0357
 GU0357  NGVD 29 (??/??/??)   71.730  (m)          235.33   (f) ADJUSTED    1 1
 GU0357
 GU0357.Superseded values are not recommended for survey control.
 GU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0357.See file dsdata.txt to determine how the superseded data were derived.
 GU0357
 GU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF892935(NAD 83)
 GU0357_MARKER: DD = SURVEY DISK
 GU0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0357_SP_SET: BRIDGE
 GU0357_STAMPING: 82.18 L
 GU0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0357
 GU0357  HISTORY     - Date     Condition        Report By
 GU0357  HISTORY     - UNK      MONUMENTED       BOR
 GU0357  HISTORY     - 1967     GOOD             NGS
 GU0357  HISTORY     - 1975     GOOD             NGS
 GU0357
 GU0357                          STATION DESCRIPTION
 GU0357
 GU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0357'4.6 MI NW FROM DOS AMIGOS PUMP PLANT.
 GU0357'4.55 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0357'DOS AMIGOS PUMP PLANT, AT MERVEL ROAD CROSSING, IN THE TOP OF
 GU0357'THE NORTHEAST CONCRETE WING WALL OF MERVEL ROAD BRIDGE OVER
 GU0357'THE AQUEDUCT, 4.2 FEET WEST OF THE EAST END OF THE WING WALL,
 GU0357'14 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 GU0357
 GU0357                          STATION RECOVERY (1975)
 GU0357
 GU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2016 ***********************************************************************
 DX2016  DESIGNATION -  82.2
 DX2016  PID         -  DX2016
 DX2016  STATE/COUNTY-  CA/ORANGE
 DX2016  USGS QUAD   -  NEWPORT BEACH (1981)
 DX2016
 DX2016                         *CURRENT SURVEY CONTROL
 DX2016  ___________________________________________________________________
 DX2016* NAD 83(1986)-  33 37 54.     (N)    117 55 24.     (W)     SCALED    
 DX2016* NAVD 88     -        25.52   (+/-2cm)      83.7    (feet)  VERTCON   
 DX2016  ___________________________________________________________________
 DX2016  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DX2016  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2016
 DX2016.The horizontal coordinates were scaled from a topographic map and have
 DX2016.an estimated accuracy of +/- 6 seconds.
 DX2016
 DX2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2016.The vertical order pertains to the NGVD 29 superseded value.
 DX2016
 DX2016.The geoid height was determined by GEOID03.
 DX2016
 DX2016;                    North         East    Units  Estimated Accuracy
 DX2016;SPC CA 6     -   663,720.    1,844,760.      MT  (+/- 180 meters Scaled)
 DX2016
 DX2016                          SUPERSEDED SURVEY CONTROL
 DX2016
 DX2016  NGVD 29 (??/??/??)   24.825  (m)           81.45   (f) ADJUSTED    1 2
 DX2016
 DX2016.Superseded values are not recommended for survey control.
 DX2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2016.See file dsdata.txt to determine how the superseded data were derived.
 DX2016
 DX2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT143216(NAD 83)
 DX2016_MARKER: Q = CHISELED SQUARE
 DX2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2016_SP_SET: CULVERT
 DX2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2016
 DX2016  HISTORY     - Date     Condition        Report By
 DX2016  HISTORY     - UNK      MONUMENTED       USGS
 DX2016  HISTORY     - 1955     MARK NOT FOUND   NGS
 DX2016  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX2016
 DX2016                          STATION DESCRIPTION
 DX2016
 DX2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX2016'0.7 MI S FROM COSTA MESA.
 DX2016'0.7 MILE SOUTH ALONG NEWPORT AVENUE (STATE HIGHWAY 55) FROM THE
 DX2016'POST OFFICE AT COSTA MESA, AT A CONCRETE CULVERT, ON THE TOP
 DX2016'OF THE NORTHWEST HEADWALL, 21.5 FEET NORTHWEST OF THE CENTERLINE
 DX2016'OF THE AVENUE, 27.1 FEET EAST OF POWER POLE 42204 R, AND ABOUT
 DX2016'2 FEET HIGHER THAN THE AVENUE.  A CHISELED SQUARE.  NOTE-- IT IS
 DX2016'BELIEVED TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF THE
 DX2016'NEW NEWPORT BOULEVARD.
 DX2016
 DX2016                          STATION RECOVERY (1977)
 DX2016
 DX2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0237 ***********************************************************************
 HS0237  DESIGNATION -  82.500
 HS0237  PID         -  HS0237
 HS0237  STATE/COUNTY-  CA/STANISLAUS
 HS0237  USGS QUAD   -  SALIDA (1987)
 HS0237
 HS0237                         *CURRENT SURVEY CONTROL
 HS0237  ___________________________________________________________________
 HS0237* NAD 83(1986)-  37 39 06.     (N)    121 01 00.     (W)     SCALED    
 HS0237* NAVD 88     -        25.80   (+/-2cm)      84.6    (feet)  VERTCON   
 HS0237  ___________________________________________________________________
 HS0237  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HS0237  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0237
 HS0237.The horizontal coordinates were scaled from a topographic map and have
 HS0237.an estimated accuracy of +/- 6 seconds.
 HS0237
 HS0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0237.The vertical order pertains to the NGVD 29 superseded value.
 HS0237
 HS0237.The geoid height was determined by GEOID03.
 HS0237
 HS0237;                    North         East    Units  Estimated Accuracy
 HS0237;SPC CA 3     -   627,940.    1,954,410.      MT  (+/- 180 meters Scaled)
 HS0237
 HS0237                          SUPERSEDED SURVEY CONTROL
 HS0237
 HS0237  NGVD 29 (??/??/92)   25.08   (m)           82.3    (f) COMPUTED    1 2
 HS0237
 HS0237.Superseded values are not recommended for survey control.
 HS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0237.See file dsdata.txt to determine how the superseded data were derived.
 HS0237
 HS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG749690(NAD 83)
 HS0237_MARKER: P = PIPE CAP
 HS0237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0237_STAMPING: 82.500 B 1901
 HS0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0237
 HS0237  HISTORY     - Date     Condition        Report By
 HS0237  HISTORY     - 1901     MONUMENTED       USGS
 HS0237  HISTORY     - 1939     GOOD             NGS
 HS0237  HISTORY     - 1987     MARK NOT FOUND   NGS
 HS0237
 HS0237                          STATION DESCRIPTION
 HS0237
 HS0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HS0237'1.2 MI NW FROM MODESTO.
 HS0237'1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS0237'THE STATION AT MODESTO, STANISLAUS COUNTY, OPPOSITE THE FACTORY
 HS0237'OF BARIUM PRODUCTS, LTD., 46 FEET NORTHEAST OF THE MAIN TRACK,
 HS0237'AT THE BASE OF A POLE SUPPORTING A CROSSING-WARNING SIGN, AND AT
 HS0237'THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 HS0237'STANDARD CAP, STAMPED 82.500 B 1901 AND RIVETED ON THE TOP OF A
 HS0237'3-1/2-INCH IRON PIPE PROJECTING 1-1/2 FEET ABOVE GROUND.
 HS0237
 HS0237                          STATION RECOVERY (1987)
 HS0237
 HS0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS0237'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1857 ***********************************************************************
 GT1857  DESIGNATION -  8211 G
 GT1857  PID         -  GT1857
 GT1857  STATE/COUNTY-  CA/TULARE
 GT1857  USGS QUAD   -  GENERAL GRANT GROVE (1993)
 GT1857
 GT1857                         *CURRENT SURVEY CONTROL
 GT1857  ___________________________________________________________________
 GT1857* NAD 83(1992)-  36 40 18.90535(N)    118 52 56.85647(W)     ADJUSTED  
 GT1857* NAVD 88     -      2503.     (meters)    8212.     (feet)  SCALED    
 GT1857  ___________________________________________________________________
 GT1857  EPOCH DATE  -        1991.35
 GT1857  LAPLACE CORR-          19.19  (seconds)                    DEFLEC99
 GT1857  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GT1857  HORZ ORDER  -  SECOND
 GT1857
 GT1857.The horizontal coordinates were established by classical geodetic methods
 GT1857.and adjusted by the National Geodetic Survey in March 1994.
 GT1857.The horizontal coordinates are valid at the epoch date displayed above.
 GT1857.The epoch date for horizontal control is a decimal equivalence
 GT1857.of Year/Month/Day.
 GT1857
 GT1857.The orthometric height was scaled from a topographic map.
 GT1857
 GT1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GT1857
 GT1857.The geoid height was determined by GEOID03.
 GT1857
 GT1857;                    North         East     Units Scale Factor Converg.
 GT1857;SPC CA 4     -   648,537.813 2,010,506.578   MT  0.99994108   +0 04 12.4
 GT1857;SPC CA 4     - 2,127,744.47  6,596,137.00   sFT  0.99994108   +0 04 12.4
 GT1857;UTM  11      - 4,060,128.947   331,780.472   MT  0.99994864   -1 07 28.3
 GT1857
 GT1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GT1857!SPC CA 4     -   0.99961161  x   0.99994108  =   0.99955271
 GT1857!UTM  11      -   0.99961161  x   0.99994864  =   0.99956027
 GT1857
 GT1857                          SUPERSEDED SURVEY CONTROL
 GT1857
 GT1857  NAD 83(1986)-  36 40 18.89984(N)    118 52 56.85449(W) AD(1984.00) 2
 GT1857  NAD 27      -  36 40 19.09920(N)    118 52 53.47000(W) AD(       ) 2
 GT1857
 GT1857.Superseded values are not recommended for survey control.
 GT1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1857.See file dsdata.txt to determine how the superseded data were derived.
 GT1857
 GT1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA3178060129(NAD 83)
 GT1857
 GT1857  HISTORY     - Date     Condition        Report By
 GT1857  HISTORY     - 1950     MONUMENTED       CGS
 GT1857
 GT1857                          STATION DESCRIPTION
 GT1857
 GT1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 GT1857'SEE STATION BIG BALDY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2117 ***********************************************************************
 EW2117  DESIGNATION -  826
 EW2117  PID         -  EW2117
 EW2117  STATE/COUNTY-  CA/LOS ANGELES
 EW2117  USGS QUAD   -  BURBANK (1994)
 EW2117
 EW2117                         *CURRENT SURVEY CONTROL
 EW2117  ___________________________________________________________________
 EW2117* NAD 83(1986)-  34 13 20.     (N)    118 22 24.     (W)     SCALED    
 EW2117* NAVD 88     -       252.633  (meters)     828.85   (feet)  ADJUSTED  
 EW2117  ___________________________________________________________________
 EW2117  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EW2117  DYNAMIC HT  -         252.362 (meters)     827.96  (feet)  COMP
 EW2117  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 EW2117
 EW2117  VERT ORDER  -  FIRST     CLASS II
 EW2117
 EW2117.The horizontal coordinates were scaled from a topographic map and have
 EW2117.an estimated accuracy of +/- 6 seconds.
 EW2117
 EW2117.The orthometric height was determined by differential leveling
 EW2117.and adjusted in June 1995.
 EW2117
 EW2117.The geoid height was determined by GEOID03.
 EW2117
 EW2117.The dynamic height is computed by dividing the NAVD 88
 EW2117.geopotential number by the normal gravity value computed on the
 EW2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW2117.degrees latitude (g = 980.6199 gals.).
 EW2117
 EW2117.The modeled gravity was interpolated from observed gravity values.
 EW2117
 EW2117;                    North         East    Units  Estimated Accuracy
 EW2117;SPC CA 5     -   580,180.    1,965,600.      MT  (+/- 180 meters Scaled)
 EW2117
 EW2117                          SUPERSEDED SURVEY CONTROL
 EW2117
 EW2117  NAVD 88 (06/15/91)  252.625  (m)          828.82   (f) UNKNOWN     1 2
 EW2117  NGVD 29 (??/??/92)  251.858  (m)          826.30   (f) ADJ UNCH    1 2
 EW2117
 EW2117.Superseded values are not recommended for survey control.
 EW2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2117.See file dsdata.txt to determine how the superseded data were derived.
 EW2117
 EW2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT735876(NAD 83)
 EW2117_MARKER: DD = SURVEY DISK
 EW2117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW2117_SP_SET: CULVERT HEADWALL
 EW2117_STAMPING: 1914 55
 EW2117_MARK LOGO: USGS  
 EW2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2117+STABILITY: SURFACE MOTION
 EW2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW2117+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1994
 EW2117
 EW2117  HISTORY     - Date     Condition        Report By
 EW2117  HISTORY     - 1914     MONUMENTED       USGS
 EW2117  HISTORY     - 1955     GOOD             NGS
 EW2117  HISTORY     - 1964     GOOD             NGS
 EW2117  HISTORY     - 1987     GOOD             NGS
 EW2117  HISTORY     - 19940718 GOOD             NGS
 EW2117
 EW2117                          STATION DESCRIPTION
 EW2117
 EW2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EW2117'IN LOS ANGELES.
 EW2117'IN LOS ANGELES, 4.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 EW2117'COMPANY RAILROAD FROM THE STATION AT BURBANK, 0.3 MILE NORTHWEST
 EW2117'OF THE CROSSING OF SUNLAND BOULEVARD, AT AN 18-INCH CONCRETE
 EW2117'PIPE CULVERT UNDER SAN FERNANDO ROAD, IN THE TOP OF THE NORTHEAST
 EW2117'CONCRETE HEAD WALL, 1.3 FEET SOUTHEAST OF THE NORTHWEST END,
 EW2117'29.1 FEET SOUTHWEST OF B.M. Z 786, 2.8 FEET NORTHEAST OF THE
 EW2117'NORTHEAST CURB OF THE ROAD, ABOUT 2 FEET LOWER THAN THE TRACK,
 EW2117'AND ABOUT LEVEL WITH THE ROAD.
 EW2117
 EW2117                          STATION RECOVERY (1964)
 EW2117
 EW2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW2117'RECOVERED IN GOOD CONDITION.
 EW2117
 EW2117                          STATION RECOVERY (1987)
 EW2117
 EW2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EW2117'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 341182 IS
 EW2117'ADEQUATE EXCEPT ADD-- 18.3 M (60.0 FT) SOUTHEAST OF THE EXTENDED
 EW2117'CENTERLINE OF OLINDA STREET AND THE DISK HAS BEEN DEFACED.
 EW2117
 EW2117                          STATION RECOVERY (1994)
 EW2117
 EW2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW2117'0.8 KM (0.50 MI) SOUTHEASTERLY ALONG SAN FERNANDO ROAD FROM THE
 EW2117'JUNCTION OF INTERSTATE HIGHWAY 5 IN SUN VALLEY, IN TOP OF AND 0.4 M
 EW2117'(1.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 EW2117'CULVERT UNDER THE ROAD, 10.3 M (33.8 FT) SOUTHWEST OF THE NEAR RAIL OF
 EW2117'A SIDE TRACK OF THE SOUTHERN PACIFIC RAILROAD, AND 4.8 M (15.7 FT)
 EW2117'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTH-WESTBOUND
 EW2117'LANES OF THE ROAD.  NOTE--THE DISK HAS BEEN MUTILATED AND THE 826 IS
 EW2117'ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1412 ***********************************************************************
 HS1412  DESIGNATION -  828
 HS1412  PID         -  HS1412
 HS1412  STATE/COUNTY-  CA/MERCED
 HS1412  USGS QUAD   -  DELTA RANCH (1977)
 HS1412
 HS1412                         *CURRENT SURVEY CONTROL
 HS1412  ___________________________________________________________________
 HS1412* NAD 83(2007)-  37 02 59.70800(N)    120 38 20.78389(W)     ADJUSTED  
 HS1412* NAVD 88     -        34.324  (meters)     112.61   (feet)  ADJUSTED  
 HS1412  ___________________________________________________________________
 HS1412  EPOCH DATE  -        2007.00
 HS1412  X           -  -2,597,403.709 (meters)                     COMP
 HS1412  Y           -  -4,385,136.050 (meters)                     COMP
 HS1412  Z           -   3,821,816.787 (meters)                     COMP
 HS1412  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 HS1412  ELLIP HEIGHT-           1.187 (meters)          (02/10/07) ADJUSTED
 HS1412  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HS1412  DYNAMIC HT  -          34.297 (meters)     112.52  (feet)  COMP
 HS1412
 HS1412  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HS1412  Type    PID    Designation                      North   East  Ellip
 HS1412  -------------------------------------------------------------------
 HS1412  NETWORK HS1412 828                               2.00   2.08   4.49
 HS1412  -------------------------------------------------------------------
 HS1412  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 HS1412
 HS1412  VERT ORDER  -  SECOND    CLASS II
 HS1412
 HS1412.The horizontal coordinates were established by GPS observations
 HS1412.and adjusted by the National Geodetic Survey in February 2007.
 HS1412
 HS1412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HS1412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HS1412.The horizontal coordinates are valid at the epoch date displayed above.
 HS1412.The epoch date for horizontal control is a decimal equivalence
 HS1412.of Year/Month/Day.
 HS1412
 HS1412.The orthometric height was determined by differential leveling
 HS1412.and adjusted in October 2007.
 HS1412
 HS1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HS1412
 HS1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS1412
 HS1412.The ellipsoidal height was determined by GPS observations
 HS1412.and is referenced to NAD 83.
 HS1412
 HS1412.The geoid height was determined by GEOID03.
 HS1412
 HS1412.The dynamic height is computed by dividing the NAVD 88
 HS1412.geopotential number by the normal gravity value computed on the
 HS1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS1412.degrees latitude (g = 980.6199 gals.).
 HS1412
 HS1412.The modeled gravity was interpolated from observed gravity values.
 HS1412
 HS1412;                    North         East     Units Scale Factor Converg.
 HS1412;SPC CA 3     -   561,040.272 1,987,625.946   MT  1.00000350   -0 05 06.6
 HS1412;SPC CA 3     - 1,840,679.63  6,521,069.46   sFT  1.00000350   -0 05 06.6
 HS1412;UTM  10      - 4,103,016.985   709,942.030   MT  1.00014300   +1 25 22.7
 HS1412
 HS1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS1412!SPC CA 3     -   0.99999981  x   1.00000350  =   1.00000331
 HS1412!UTM  10      -   0.99999981  x   1.00014300  =   1.00014281
 HS1412
 HS1412                          SUPERSEDED SURVEY CONTROL
 HS1412
 HS1412  NAD 83(1998)-  37 02 59.70657(N)    120 38 20.78372(W) AD(2004.50) B
 HS1412  ELLIP H (06/30/05)    1.210  (m)                       GP(       ) 4 1
 HS1412  NAVD 88 (06/15/91)   34.622  (m)          113.59   (f) UNKNOWN     1 1
 HS1412  NGVD 29 (??/??/??)   34.19   (m)          112.2    (f) RESET       3  
 HS1412
 HS1412.Superseded values are not recommended for survey control.
 HS1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1412.See file dsdata.txt to determine how the superseded data were derived.
 HS1412
 HS1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG0994203017(NAD 83)
 HS1412_MARKER: DD = SURVEY DISK
 HS1412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HS1412_SP_SET: HEADWALL
 HS1412_STAMPING: 828
 HS1412_MARK LOGO: CADH  
 HS1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1412+STABILITY: SURFACE MOTION
 HS1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS1412+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 HS1412
 HS1412  HISTORY     - Date     Condition        Report By
 HS1412  HISTORY     - 1972     MONUMENTED       CADH
 HS1412  HISTORY     - 1972     GOOD             NGS
 HS1412  HISTORY     - 19881117 GOOD             NGS
 HS1412  HISTORY     - 20040519 GOOD             CADT
 HS1412
 HS1412                          STATION DESCRIPTION
 HS1412
 HS1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HS1412'10.9 MI E FROM LOS BANOS.
 HS1412'10.8 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION
 HS1412'OF MERCEY SPRINGS ROAD AT LOS BANOS, THENCE 0.1 MILE SOUTHWEST
 HS1412'ALONG A DRAIN DITCH, 0.2 MILE NORTHWEST ALONG AZUSA ROAD FROM
 HS1412'THE JUNCTION OF STATE HIGHWAY 33 AT THE DOS PALOS Y, IN THE TOP
 HS1412'AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 HS1412'CONCRETE HEAD WALL OF A 4- BY 4-FOOT CONCRETE BOX CULVERT, 18 1/2
 HS1412'FEET SOUTHWEST OF THE CENTER LINE OF AZUSA ROAD, AND ABOUT LEVEL
 HS1412'WITH THE ROAD.  SEC 22, T10S, R12E.
 HS1412
 HS1412                          STATION RECOVERY (1988)
 HS1412
 HS1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HS1412'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.1 KM
 HS1412'(10.00 MI) EASTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF MERCY
 HS1412'SPRINGS ROAD IN LOS BANOS, THENCE 1.4 KM (0.85 MI) EASTERLY ALONG A
 HS1412'FRONTAGE ROAD.
 HS1412
 HS1412                          STATION RECOVERY (2004)
 HS1412
 HS1412'RECOVERY NOTE BY CALTRANS 2004 (RA)
 HS1412'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS
 HS1412'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 HS1412'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT1175 ***********************************************************************
 KT1175  DESIGNATION -  828 USGS
 KT1175  PID         -  KT1175
 KT1175  STATE/COUNTY-  CA/MENDOCINO
 KT1175  USGS QUAD   -  UKIAH (1975)
 KT1175
 KT1175                         *CURRENT SURVEY CONTROL
 KT1175  ___________________________________________________________________
 KT1175* NAD 83(1986)-  39 14 47.     (N)    123 07 42.     (W)     SCALED    
 KT1175* NAVD 88     -       253.50   (+/-2cm)     831.7    (feet)  VERTCON   
 KT1175  ___________________________________________________________________
 KT1175  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 KT1175  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1175
 KT1175.The horizontal coordinates were scaled from a topographic map and have
 KT1175.an estimated accuracy of +/- 6 seconds.
 KT1175
 KT1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1175.The vertical order pertains to the NGVD 29 superseded value.
 KT1175
 KT1175.The geoid height was determined by GEOID03.
 KT1175
 KT1175;                    North         East    Units  Estimated Accuracy
 KT1175;SPC CA 2     -   675,960.    1,902,610.      MT  (+/- 180 meters Scaled)
 KT1175
 KT1175                          SUPERSEDED SURVEY CONTROL
 KT1175
 KT1175  NGVD 29 (??/??/92)  252.625  (m)          828.82   (f) ADJ UNCH    1 2
 KT1175
 KT1175.Superseded values are not recommended for survey control.
 KT1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1175.See file dsdata.txt to determine how the superseded data were derived.
 KT1175
 KT1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ889441(NAD 83)
 KT1175_MARKER: Q = CHISELED SQUARE
 KT1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1175_SP_SET: BRIDGE
 KT1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1175
 KT1175  HISTORY     - Date     Condition        Report By
 KT1175  HISTORY     - UNK      MONUMENTED       USGS
 KT1175  HISTORY     - 1944     GOOD             NGS
 KT1175  HISTORY     - 1965     MARK NOT FOUND   NGS
 KT1175
 KT1175                          STATION DESCRIPTION
 KT1175
 KT1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KT1175'9.7 MI NE FROM UKIAH.
 KT1175'ABOUT 3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM UKIAH, MENDOCINO
 KT1175'COUNTY, TO A PLACE KNOWN AS THE FORKS, THENCE 6.7 MILES
 KT1175'NORTHEAST ALONG STATE HIGHWAY 20, AT CONCRETE BRIDGE NO. 1040 OVER
 KT1175'COLD CREEK, AND ON THE NORTHEAST CORNER OF THE BANISTER.
 KT1175'A CHISELED SQUARE.  NOT RECOVERED IN DECEMBER 1958.  THE BRIDGE
 KT1175'ON WHICH THIS MARK IS LOCATED HAS BEEN REPEATEDLY DAMAGED BY
 KT1175'VEHICLES HITTING THE RAILINGS AND WHEEL GUARDS.  THE MARK HAS
 KT1175'APPARENTLY BEEN OBLITERATED BY REPAIRS TO THE BRIDGE.
 KT1175
 KT1175                          STATION RECOVERY (1965)
 KT1175
 KT1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KT1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1908 ***********************************************************************
 EW1908  DESIGNATION -  828.30 USGS
 EW1908  PID         -  EW1908
 EW1908  STATE/COUNTY-  CA/LOS ANGELES
 EW1908  USGS QUAD   -  PASADENA (1994)
 EW1908
 EW1908                         *CURRENT SURVEY CONTROL
 EW1908  ___________________________________________________________________
 EW1908* NAD 83(1986)-  34 08 09.     (N)    118 09 33.     (W)     SCALED    
 EW1908* NAVD 88     -       253.21   (+/-2cm)     830.7    (feet)  VERTCON   
 EW1908  ___________________________________________________________________
 EW1908  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EW1908  VERT ORDER  -  THIRD (See Below)
 EW1908
 EW1908.The horizontal coordinates were scaled from a topographic map and have
 EW1908.an estimated accuracy of +/- 6 seconds.
 EW1908
 EW1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1908.The vertical order pertains to the NGVD 29 superseded value.
 EW1908
 EW1908.The geoid height was determined by GEOID03.
 EW1908
 EW1908;                    North         East    Units  Estimated Accuracy
 EW1908;SPC CA 5     -   570,540.    1,985,320.      MT  (+/- 180 meters Scaled)
 EW1908
 EW1908                          SUPERSEDED SURVEY CONTROL
 EW1908
 EW1908  NGVD 29 (??/??/??)  252.43   (m)          828.2    (f) RESET       3  
 EW1908
 EW1908.Superseded values are not recommended for survey control.
 EW1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1908.See file dsdata.txt to determine how the superseded data were derived.
 EW1908
 EW1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT931778(NAD 83)
 EW1908_MARKER: Q = CHISELED SQUARE
 EW1908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1908_SP_SET: CURB
 EW1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1908
 EW1908  HISTORY     - Date     Condition        Report By
 EW1908  HISTORY     - UNK      MONUMENTED       USGS
 EW1908  HISTORY     - 1961     GOOD             NGS
 EW1908  HISTORY     - 1967     GOOD             NGS
 EW1908
 EW1908                          STATION DESCRIPTION
 EW1908
 EW1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1908'AT PASADENA.
 EW1908'AT PASADENA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 EW1908'CALIFORNIA BOULEVARD AND ORANGE GROVE BOULEVARD, ON TOP OF THE
 EW1908'SOUTH CONCRETE CURB OF ORANGE GROVE BOULEVARD, 32.8 FEET SOUTH
 EW1908'OF THE CENTER LINE OF CALIFORNIA BOULEVARD, 32.2 FEET WEST OF
 EW1908'THE CENTER LINE OF ORANGE GROVE BOULEVARD, 1.3 FEET NORTHEAST
 EW1908'OF A STREET LAMP POST, AND ABOUT 1/2 FOOT HIGHER THAN THE
 EW1908'BOULEVARD.
 EW1908
 EW1908                          STATION RECOVERY (1967)
 EW1908
 EW1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9209 ***********************************************************************
 JT9209  DESIGNATION -  83 1
 JT9209  PID         -  JT9209
 JT9209  STATE/COUNTY-  CA/NAPA
 JT9209  USGS QUAD   -  NAPA (1980)
 JT9209
 JT9209                         *CURRENT SURVEY CONTROL
 JT9209  ___________________________________________________________________
 JT9209* NAD 83(1986)-  38 18 06.     (N)    122 17 10.     (W)     SCALED    
 JT9209* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 JT9209  ___________________________________________________________________
 JT9209  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JT9209  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9209
 JT9209.The horizontal coordinates were scaled from a topographic map and have
 JT9209.an estimated accuracy of +/- 6 seconds.
 JT9209
 JT9209.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9209.The vertical order pertains to the NGVD 29 superseded value.
 JT9209
 JT9209.The geoid height was determined by GEOID03.
 JT9209
 JT9209;                    North         East    Units  Estimated Accuracy
 JT9209;SPC CA 2     -   570,530.    1,974,970.      MT  (+/- 180 meters Scaled)
 JT9209
 JT9209                          SUPERSEDED SURVEY CONTROL
 JT9209
 JT9209  NGVD 29 (??/??/92)    5.38   (m)           17.7    (f) COMPUTED    2 2
 JT9209
 JT9209.Superseded values are not recommended for survey control.
 JT9209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9209.See file dsdata.txt to determine how the superseded data were derived.
 JT9209
 JT9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH624395(NAD 83)
 JT9209_MARKER: DD = SURVEY DISK
 JT9209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9209_SP_SET: PCC BOX
 JT9209_MARK LOGO: CA2330
 JT9209_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9209
 JT9209  HISTORY     - Date     Condition        Report By
 JT9209  HISTORY     - 1971     MONUMENTED       CA2330
 JT9209
 JT9209                          STATION DESCRIPTION
 JT9209
 JT9209'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9209'AT INTERSECTION OF PEARL AND SOSCOL AVENUES AT NSD PUMPING PLANT PCC
 JT9209'BOX, A BRASS CAP SET IN THE SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5411 ***********************************************************************
 EW5411  DESIGNATION -  83 FMK USGS
 EW5411  PID         -  EW5411
 EW5411  STATE/COUNTY-  CA/VENTURA
 EW5411  USGS QUAD   -  MATILIJA (1988)
 EW5411
 EW5411                         *CURRENT SURVEY CONTROL
 EW5411  ___________________________________________________________________
 EW5411* NAD 83(1986)-  34 23 10.     (N)    119 18 07.     (W)     SCALED    
 EW5411* NAVD 88     -       131.176  (meters)     430.37   (feet)  ADJUSTED  
 EW5411  ___________________________________________________________________
 EW5411  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EW5411  DYNAMIC HT  -         131.037 (meters)     429.91  (feet)  COMP
 EW5411  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 EW5411
 EW5411  VERT ORDER  -  FIRST     CLASS I
 EW5411
 EW5411.The horizontal coordinates were scaled from a topographic map and have
 EW5411.an estimated accuracy of +/- 6 seconds.
 EW5411
 EW5411.The orthometric height was determined by differential leveling
 EW5411.and adjusted in June 1991.
 EW5411.WARNING-Repeat measurements at this control monument indicate possible
 EW5411.vertical movement.
 EW5411
 EW5411.The geoid height was determined by GEOID03.
 EW5411
 EW5411.The dynamic height is computed by dividing the NAVD 88
 EW5411.geopotential number by the normal gravity value computed on the
 EW5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5411.degrees latitude (g = 980.6199 gals.).
 EW5411
 EW5411.The modeled gravity was interpolated from observed gravity values.
 EW5411
 EW5411;                    North         East    Units  Estimated Accuracy
 EW5411;SPC CA 5     -   599,070.    1,880,280.      MT  (+/- 180 meters Scaled)
 EW5411
 EW5411                          SUPERSEDED SURVEY CONTROL
 EW5411
 EW5411  NGVD 29 (??/??/92)  130.407  (m)          427.84   (f) ADJ UNCH    1 1
 EW5411
 EW5411.Superseded values are not recommended for survey control.
 EW5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5411.See file dsdata.txt to determine how the superseded data were derived.
 EW5411
 EW5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU883073(NAD 83)
 EW5411_MARKER: DB = BENCH MARK DISK
 EW5411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5411_SP_SET: HEADWALL
 EW5411_STAMPING: 83 FMK 1973
 EW5411
 EW5411  HISTORY     - Date     Condition        Report By
 EW5411  HISTORY     - UNK      MONUMENTED
 EW5411  HISTORY     - 1977     GOOD             NGS
 EW5411  HISTORY     - 1983     GOOD             USGS
 EW5411
 EW5411                          STATION DESCRIPTION
 EW5411
 EW5411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5411'6.25 MI SW FROM OJAI.
 EW5411'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5411'OJAI, THENCE 5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 33, 0.15 MILE
 EW5411'SOUTH OF THE NORTH ONE OF TWO JUNCTIONS OF CREEK ROAD, AT THE SOUTH
 EW5411'JUNCTION OF CREEK ROAD, 120.0 FT. NORTHWEST OF AND ACROSS THE HIGHWAY
 EW5411'FROM BM 49-1, ABOUT 93 FT. NORTHEAST OF THE EXTENDED CENTER LINE OF
 EW5411'CREEK ROAD, 24.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 8.9 FT.
 EW5411'NORTH OF MILE POST 8.13, IN THE NORTH END OF THE WEST HEAD WALL OF
 EW5411'CULVERT 8.13, THE HEAD WALL IS PARTIALLY BURIED BY EROSION FROM A
 EW5411'HIGH BANK.
 EW5411
 EW5411                          STATION RECOVERY (1983)
 EW5411
 EW5411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9041 ***********************************************************************
 EW9041  DESIGNATION -  83 FMK USGS
 EW9041  PID         -  EW9041
 EW9041  STATE/COUNTY-  CA/LOS ANGELES
 EW9041  USGS QUAD   -  CANOGA PARK (1967)
 EW9041
 EW9041                         *CURRENT SURVEY CONTROL
 EW9041  ___________________________________________________________________
 EW9041* NAD 83(1986)-  34 07 41.     (N)    118 35 59.     (W)     SCALED    
 EW9041* NAVD 88     -       401.52   (+/-2cm)    1317.3    (feet)  VERTCON   
 EW9041  ___________________________________________________________________
 EW9041  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW9041  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9041
 EW9041.The horizontal coordinates were scaled from a topographic map and have
 EW9041.an estimated accuracy of +/- 6 seconds.
 EW9041
 EW9041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9041.The vertical order pertains to the NGVD 29 superseded value.
 EW9041
 EW9041.The geoid height was determined by GEOID03.
 EW9041
 EW9041;                    North         East    Units  Estimated Accuracy
 EW9041;SPC CA 5     -   569,830.    1,944,680.      MT  (+/- 180 meters Scaled)
 EW9041
 EW9041                          SUPERSEDED SURVEY CONTROL
 EW9041
 EW9041  NGVD 29 (??/??/92)  400.74   (m)         1314.8    (f) COMPUTED    1 1
 EW9041
 EW9041.Superseded values are not recommended for survey control.
 EW9041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9041.See file dsdata.txt to determine how the superseded data were derived.
 EW9041
 EW9041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524775(NAD 83)
 EW9041_MARKER: DD = SURVEY DISK
 EW9041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9041_SP_SET: CATCH BASIN
 EW9041_STAMPING: 83 FMK 1974
 EW9041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9041
 EW9041  HISTORY     - Date     Condition        Report By
 EW9041  HISTORY     - 1974     MONUMENTED       USGS
 EW9041  HISTORY     - 1974     GOOD             CA-037
 EW9041
 EW9041                          STATION DESCRIPTION
 EW9041
 EW9041'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9041'IN GLENVIEW.
 EW9041'TOPANGA CANYON BOULEVARD 2.65 MILES SOUTHERLY FROM MULHOLLAND DRIVE.
 EW9041'110.0 FEET WESTERLY OF GUY POLE NO. 1085762E.  79.5 FEET NORTHEASTERLY
 EW9041'OF POWER POLE NO. NUMBER.  25 FEET NORTHERLY OF APPROXIMATE CENTER OF
 EW9041'PAVEMENT OF ROAD.  THE DISK IS SET IN THE LOWER PORTION OF A CONCRETE
 EW9041'CATCH BASIN, 1 FOOT EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0070 ***********************************************************************
 FT0070  DESIGNATION -  83 WFM
 FT0070  PID         -  FT0070
 FT0070  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0070  USGS QUAD   -  GOLDSTONE (1996)
 FT0070
 FT0070                         *CURRENT SURVEY CONTROL
 FT0070  ___________________________________________________________________
 FT0070* NAD 83(1986)-  35 17 54.     (N)    116 55 09.     (W)     SCALED    
 FT0070* NAVD 88     -       989.467  (meters)    3246.28   (feet)  ADJUSTED  
 FT0070  ___________________________________________________________________
 FT0070  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FT0070  DYNAMIC HT  -         988.327 (meters)    3242.54  (feet)  COMP
 FT0070  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FT0070  OBS GRAVITY -     979,446.5   (mgal)                       GRAV_OBS
 FT0070
 FT0070  VERT ORDER  -  FIRST     CLASS I
 FT0070
 FT0070.The horizontal coordinates were scaled from a topographic map and have
 FT0070.an estimated accuracy of +/- 6 seconds.
 FT0070
 FT0070.The orthometric height was determined by differential leveling
 FT0070.and adjusted in June 1991.
 FT0070
 FT0070.The geoid height was determined by GEOID03.
 FT0070
 FT0070.The dynamic height is computed by dividing the NAVD 88
 FT0070.geopotential number by the normal gravity value computed on the
 FT0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0070.degrees latitude (g = 980.6199 gals.).
 FT0070
 FT0070.The modeled gravity was interpolated from observed gravity values.
 FT0070.The observed gravity was obtained from relative gravimeter ties
 FT0070.to the IGSN71 gravity network.
 FT0070
 FT0070;                    North         East    Units  Estimated Accuracy
 FT0070;SPC CA 5     -   700,010.    2,098,300.      MT  (+/- 180 meters Scaled)
 FT0070
 FT0070                          SUPERSEDED SURVEY CONTROL
 FT0070
 FT0070  NGVD 29 (??/??/92)  988.675  (m)         3243.68   (f) ADJ UNCH    1 1
 FT0070
 FT0070.Superseded values are not recommended for survey control.
 FT0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0070.See file dsdata.txt to determine how the superseded data were derived.
 FT0070
 FT0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV073061(NAD 83)
 FT0070_MARKER: DD = SURVEY DISK
 FT0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0070_STAMPING: 83 WFM 3243 1946
 FT0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0070+STABILITY: SURFACE MOTION
 FT0070
 FT0070  HISTORY     - Date     Condition        Report By
 FT0070  HISTORY     - 1946     MONUMENTED       USGS
 FT0070  HISTORY     - 1963     GOOD             NGS
 FT0070  HISTORY     - 1977     GOOD             NGS
 FT0070
 FT0070                          STATION DESCRIPTION
 FT0070
 FT0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0070'32.8 MI NE FROM BARSTOW.
 FT0070'6.4 MILES NORTH ALONG CAMP IRWIN ROAD FROM THE JUNCTION OF U.S.
 FT0070'HIGHWAY 466 AT BARSTOW, THENCE 26.35 MILES NORTH AND NORTHEAST
 FT0070'ALONG GOLDSTONE ROAD, 0.05 MILE SOUTHWEST OF THE JUNCTION OF A
 FT0070'TRACK ROAD LEADING SOUTHEAST, 328 FEET NORTH-NORTHWEST OF AND
 FT0070'ACROSS THE ROAD FROM THE WEST CORNER OF A CORRUGATED METAL
 FT0070'BUILDING, 34 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 FT0070'3.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 FT0070'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FT0070'1.1 FEET ABOVE THE GROUND.
 FT0070
 FT0070                          STATION RECOVERY (1977)
 FT0070
 FT0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0070'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA
 FT0070'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST
 FT0070'ALONG IRWIN ROAD, THENCE 17.2 MILES NORTHWEST ALONG COPPER CITY
 FT0070'ROAD, THENCE 8.8 MILES NORTHEAST ALONG A DIRT ROAD, 0.05 MILE
 FT0070'SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 328
 FT0070'FT. NORTHWEST OF AND ACROSS ROAD FROM THE WEST CORNER OF A
 FT0070'CORRUGATED METAL BUILDING, 34.5 FT. NORTHWEST OF THE CENTER LINE
 FT0070'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4238 ***********************************************************************
 GU4238  DESIGNATION -  83.13=196
 GU4238  PID         -  GU4238
 GU4238  STATE/COUNTY-  CA/SANTA CRUZ
 GU4238  USGS QUAD   -  SANTA CRUZ (1994)
 GU4238
 GU4238                         *CURRENT SURVEY CONTROL
 GU4238  ___________________________________________________________________
 GU4238* NAD 83(1986)-  36 58 21.     (N)    122 07 41.     (W)     SCALED    
 GU4238* NAVD 88     -        26.153  (meters)      85.80   (feet)  ADJUSTED  
 GU4238  ___________________________________________________________________
 GU4238  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 GU4238  DYNAMIC HT  -          26.134 (meters)      85.74  (feet)  COMP
 GU4238  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 GU4238
 GU4238  VERT ORDER  -  FIRST     CLASS II
 GU4238
 GU4238.The horizontal coordinates were scaled from a topographic map and have
 GU4238.an estimated accuracy of +/- 6 seconds.
 GU4238
 GU4238.The orthometric height was determined by differential leveling
 GU4238.and adjusted in February 1993.
 GU4238
 GU4238.The geoid height was determined by GEOID03.
 GU4238
 GU4238.The dynamic height is computed by dividing the NAVD 88
 GU4238.geopotential number by the normal gravity value computed on the
 GU4238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4238.degrees latitude (g = 980.6199 gals.).
 GU4238
 GU4238.The modeled gravity was interpolated from observed gravity values.
 GU4238
 GU4238;                    North         East    Units  Estimated Accuracy
 GU4238;SPC CA 3     -   553,700.    1,855,040.      MT  (+/- 180 meters Scaled)
 GU4238
 GU4238                          SUPERSEDED SURVEY CONTROL
 GU4238
 GU4238  NGVD 29 (10/21/93)   25.334  (m)           83.12   (f) ADJUSTED    1 2
 GU4238
 GU4238.Superseded values are not recommended for survey control.
 GU4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4238.See file dsdata.txt to determine how the superseded data were derived.
 GU4238
 GU4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF776921(NAD 83)
 GU4238_MARKER: DD = SURVEY DISK
 GU4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU4238_SP_SET: CONCRETE POST
 GU4238_STAMPING: B.M. 83.13 C.R.3
 GU4238_MARK LOGO: CA-087
 GU4238_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU4238+STABILITY: SURFACE MOTION
 GU4238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4238+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1990
 GU4238
 GU4238  HISTORY     - Date     Condition        Report By
 GU4238  HISTORY     - UNK      MONUMENTED       CA-087
 GU4238  HISTORY     - 19900521 GOOD             NGS
 GU4238
 GU4238                          STATION DESCRIPTION
 GU4238
 GU4238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4238'6.5 KM (4.0 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM ITS JUNCTION
 GU4238'WITH WESTERN DRIVE IN SANTA CRUZ, 21.1 M (69.2 FT) SOUTHWEST OF THE
 GU4238'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) SOUTHEAST OF THE CENTER OF
 GU4238'A FIELD ENTRANCE ROAD, 1.9 M (6.2 FT) SOUTH OF A UTILITY POLE, 0.3 M
 GU4238'(1.0 FT) NORTHWEST OF A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 GU4238'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0565 ***********************************************************************
 HS0565  DESIGNATION -  83.29 EBMUD
 HS0565  PID         -  HS0565
 HS0565  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0565  USGS QUAD   -  HOLT (1994)
 HS0565
 HS0565                         *CURRENT SURVEY CONTROL
 HS0565  ___________________________________________________________________
 HS0565* NAD 83(1986)-  37 56 12.     (N)    121 28 57.     (W)     SCALED    
 HS0565* NAVD 88     -         1.14   (+/-2cm)       3.7    (feet)  VERTCON   
 HS0565  ___________________________________________________________________
 HS0565  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 HS0565  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0565
 HS0565.The horizontal coordinates were scaled from a topographic map and have
 HS0565.an estimated accuracy of +/- 6 seconds.
 HS0565
 HS0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0565.The vertical order pertains to the NGVD 29 superseded value.
 HS0565
 HS0565.The geoid height was determined by GEOID03.
 HS0565
 HS0565;                    North         East    Units  Estimated Accuracy
 HS0565;SPC CA 3     -   659,900.    1,913,640.      MT  (+/- 180 meters Scaled)
 HS0565
 HS0565                          SUPERSEDED SURVEY CONTROL
 HS0565
 HS0565  NGVD 29 (??/??/92)    0.455  (m)            1.49   (f) ADJ UNCH    1 2
 HS0565
 HS0565.Superseded values are not recommended for survey control.
 HS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0565.See file dsdata.txt to determine how the superseded data were derived.
 HS0565
 HS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG333998(NAD 83)
 HS0565_MARKER: DD = SURVEY DISK
 HS0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0565_SP_SET: CONCRETE MANHOLE
 HS0565_STAMPING: P 2301+93.29 1.55 H 2301+98.97
 HS0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0565
 HS0565  HISTORY     - Date     Condition        Report By
 HS0565  HISTORY     - UNK      MONUMENTED       EBMUD
 HS0565  HISTORY     - 1967     GOOD             NGS
 HS0565
 HS0565                          STATION DESCRIPTION
 HS0565
 HS0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HS0565'2.9 MI W FROM HOLT.
 HS0565'0.1 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE ATCHISON, TOPEKA
 HS0565'AND SANTA FE RAILWAY STATION AT HOLT, THENCE 2.8 MILES WEST ALONG
 HS0565'MOKELUMNE AQUEDUCT OF EAST BAY MUNICIPAL UTILITY DISTRICT, AT THE
 HS0565'NORTH SIDE OF UPPER JONES TRACK, IN THE TOP OF THE EAST END OF
 HS0565'CONCRETE MANHOLE STRUCTURE 124 OF THE CENTER PIPE LINE, 43 FEET
 HS0565'SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF BENCH MARK
 HS0565'T 1105, 2.5 FEET EAST OF THE EAST WALL OF THE STRUCTURE, AND ABOUT
 HS0565'11 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1135 ***********************************************************************
 MX1135  DESIGNATION -  8317
 MX1135  PID         -  MX1135
 MX1135  STATE/COUNTY-  CA/SISKIYOU
 MX1135  USGS QUAD   -  BOULDER PEAK (1981)
 MX1135
 MX1135                         *CURRENT SURVEY CONTROL
 MX1135  ___________________________________________________________________
 MX1135* NAD 83(1992)-  41 34 45.21538(N)    123 05 30.97085(W)     ADJUSTED  
 MX1135* NAVD 88     -      2530.     (meters)    8301.     (feet)  SCALED    
 MX1135  ___________________________________________________________________
 MX1135  EPOCH DATE  -        1991.35
 MX1135  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 MX1135  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 MX1135  HORZ ORDER  -  SECOND
 MX1135
 MX1135.The horizontal coordinates were established by classical geodetic methods
 MX1135.and adjusted by the National Geodetic Survey in March 1994.
 MX1135.The horizontal coordinates are valid at the epoch date displayed above.
 MX1135.The epoch date for horizontal control is a decimal equivalence
 MX1135.of Year/Month/Day.
 MX1135
 MX1135.The orthometric height was scaled from a topographic map.
 MX1135
 MX1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1135
 MX1135.The geoid height was determined by GEOID03.
 MX1135
 MX1135;                    North         East     Units Scale Factor Converg.
 MX1135;SPC CA 1     -   749,954.020 1,908,942.975   MT  0.99997897   -0 42 50.4
 MX1135;SPC CA 1     - 2,460,474.15  6,262,923.74   sFT  0.99997897   -0 42 50.4
 MX1135;UTM  10      - 4,603,064.022   492,336.097   MT  0.99960072   -0 03 39.7
 MX1135
 MX1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1135!SPC CA 1     -   0.99960706  x   0.99997897  =   0.99958604
 MX1135!UTM  10      -   0.99960706  x   0.99960072  =   0.99920794
 MX1135
 MX1135                          SUPERSEDED SURVEY CONTROL
 MX1135
 MX1135  NAD 83(1986)-  41 34 45.21426(N)    123 05 30.98631(W) AD(1984.00) 2
 MX1135  NAD 27      -  41 34 45.73320(N)    123 05 26.82780(W) AD(       ) 2
 MX1135
 MX1135.Superseded values are not recommended for survey control.
 MX1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1135.See file dsdata.txt to determine how the superseded data were derived.
 MX1135
 MX1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM9233603064(NAD 83)
 MX1135_MARKER: Z = SEE DESCRIPTION
 MX1135_SETTING: 0 = UNSPECIFIED SETTING
 MX1135
 MX1135  HISTORY     - Date     Condition        Report By
 MX1135  HISTORY     - 1952     MONUMENTED       CGS
 MX1135
 MX1135                          STATION DESCRIPTION
 MX1135
 MX1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 MX1135'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE WEST OF FORT
 MX1135'JONES, 10-1/2 MILES WEST NORTHWEST OF GREENVIEW, ON THE HIGHEST
 MX1135'PART OF BOULDER PEAK WHICH IS SOMETIMES CALLED RED MOUNTAIN.
 MX1135'
 MX1135'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 MX1135'8317 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 MX1135'3 FEET.  IT IS 17.241 FEET, 5.255 METERS SOUTH SOUTHWEST OF
 MX1135'STATION BOULDER PK.  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1881 ***********************************************************************
 EW1881  DESIGNATION -  836 C OF P
 EW1881  PID         -  EW1881
 EW1881  STATE/COUNTY-  CA/LOS ANGELES
 EW1881  USGS QUAD   -  PASADENA (1994)
 EW1881
 EW1881                         *CURRENT SURVEY CONTROL
 EW1881  ___________________________________________________________________
 EW1881* NAD 83(1986)-  34 08 41.     (N)    118 09 01.     (W)     SCALED    
 EW1881* NAVD 88     -       255.68   (+/-2cm)     838.8    (feet)  VERTCON   
 EW1881  ___________________________________________________________________
 EW1881  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 EW1881  VERT ORDER  -  THIRD (See Below)
 EW1881
 EW1881.The horizontal coordinates were scaled from a topographic map and have
 EW1881.an estimated accuracy of +/- 6 seconds.
 EW1881
 EW1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1881.The vertical order pertains to the NGVD 29 superseded value.
 EW1881
 EW1881.The geoid height was determined by GEOID03.
 EW1881
 EW1881;                    North         East    Units  Estimated Accuracy
 EW1881;SPC CA 5     -   571,530.    1,986,140.      MT  (+/- 180 meters Scaled)
 EW1881
 EW1881                          SUPERSEDED SURVEY CONTROL
 EW1881
 EW1881  NGVD 29 (??/??/??)  254.89   (m)          836.3    (f) RESET       3  
 EW1881
 EW1881.Superseded values are not recommended for survey control.
 EW1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1881.See file dsdata.txt to determine how the superseded data were derived.
 EW1881
 EW1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT939788(NAD 83)
 EW1881_MARKER: B = BOLT
 EW1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1881_SP_SET: CURB
 EW1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1881
 EW1881  HISTORY     - Date     Condition        Report By
 EW1881  HISTORY     - UNK      MONUMENTED       CA2700
 EW1881  HISTORY     - 1961     GOOD             NGS
 EW1881  HISTORY     - 1967     GOOD             NGS
 EW1881
 EW1881                          STATION DESCRIPTION
 EW1881
 EW1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1881'AT PASADENA.
 EW1881'AT PASADENA, AT THE INTERSECTION OF SOUTH FAIR OAKS AVENUE AND
 EW1881'GREEN STREET, IN THE TOP OF THE CONCRETE CURB AT THE SOUTHEAST
 EW1881'CORNER OF THE INTERSECTION, 25.6 FEET SOUTH OF THE CENTER LINE
 EW1881'OF THE STREET, 35.1 FEET EAST OF THE CENTER LINE OF THE AVENUE,
 EW1881'7.3 FEET WEST OF A TRAFFIC SIGNAL POLE, AND ABOUT LEVEL WITH
 EW1881'THE STREET.
 EW1881
 EW1881                          STATION RECOVERY (1967)
 EW1881
 EW1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0521 ***********************************************************************
 DX0521  DESIGNATION -  837
 DX0521  PID         -  DX0521
 DX0521  STATE/COUNTY-  CA/SAN DIEGO
 DX0521  USGS QUAD   -  BOUCHER HILL (1988)
 DX0521
 DX0521                         *CURRENT SURVEY CONTROL
 DX0521  ___________________________________________________________________
 DX0521* NAD 83(1986)-  33 19 19.     (N)    116 59 43.     (W)     SCALED    
 DX0521* NAVD 88     -       256.09   (+/-2cm)     840.2    (feet)  VERTCON   
 DX0521  ___________________________________________________________________
 DX0521  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DX0521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0521
 DX0521.The horizontal coordinates were scaled from a topographic map and have
 DX0521.an estimated accuracy of +/- 6 seconds.
 DX0521
 DX0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0521.The vertical order pertains to the NGVD 29 superseded value.
 DX0521
 DX0521.The geoid height was determined by GEOID03.
 DX0521
 DX0521;                    North         East    Units  Estimated Accuracy
 DX0521;SPC CA 6     -   628,370.    1,930,610.      MT  (+/- 180 meters Scaled)
 DX0521
 DX0521                          SUPERSEDED SURVEY CONTROL
 DX0521
 DX0521  NGVD 29 (??/??/??)  255.396  (m)          837.91   (f) ADJUSTED    2 0
 DX0521
 DX0521.Superseded values are not recommended for survey control.
 DX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0521.See file dsdata.txt to determine how the superseded data were derived.
 DX0521
 DX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS004869(NAD 83)
 DX0521_MARKER: N = NAIL
 DX0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DX0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DX0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX0521
 DX0521  HISTORY     - Date     Condition        Report By
 DX0521  HISTORY     - UNK      MONUMENTED       CAGS
 DX0521  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0521
 DX0521                          STATION DESCRIPTION
 DX0521
 DX0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0521'6.2 MI SE FROM PALA.
 DX0521'0.45 MILE EAST ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO
 DX0521'DE PALA AT PALA, SAN DIEGO COUNTY, THENCE 5.75 MILES SOUTHEAST
 DX0521'ALONG THE 1935 ROUTE OF STATE HIGHWAY 76, 3.2 MILES NORTHWEST
 DX0521'OF THE POST OFFICE AT RINCON, 0.2 MILE NORTHWEST OF THE JUNCTION
 DX0521'OF A ROAD LEADING SOUTHWEST TO VALLEY CENTER, IN THE CENTER OF
 DX0521'A DRY CREEKBED, 75 YARDS NORTHWEST OF A DRIVEWAY TO A RANCHHOUSE,
 DX0521'27 FEET NORTHEAST OF THE HIGHWAY, AND IN LINE WITH A ROW OF POWER
 DX0521'POLES.  A NAIL, SET IN CONCRETE IN THE TOP OF A 2-1/2-INCH
 DX0521'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0132 ***********************************************************************
 GT0132  DESIGNATION -  8373
 GT0132  PID         -  GT0132
 GT0132  STATE/COUNTY-  CA/INYO
 GT0132  USGS QUAD   -  MT LANGLEY (1994)
 GT0132
 GT0132                         *CURRENT SURVEY CONTROL
 GT0132  ___________________________________________________________________
 GT0132* NAD 83(1986)-  36 35 14.     (N)    118 14 34.     (W)     SCALED    
 GT0132* NAVD 88     -      2552.42   (+/-2cm)    8374.1    (feet)  VERTCON   
 GT0132  ___________________________________________________________________
 GT0132  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 GT0132  VERT ORDER  -  THIRD (See Below)
 GT0132
 GT0132.The horizontal coordinates were scaled from a topographic map and have
 GT0132.an estimated accuracy of +/- 6 seconds.
 GT0132
 GT0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0132.The vertical order pertains to the NGVD 29 superseded value.
 GT0132
 GT0132.The geoid height was determined by GEOID03.
 GT0132
 GT0132;                    North         East    Units  Estimated Accuracy
 GT0132;SPC CA 4     -   639,400.    2,067,760.      MT  (+/- 180 meters Scaled)
 GT0132
 GT0132                          SUPERSEDED SURVEY CONTROL
 GT0132
 GT0132  NGVD 29 (??/??/??) 2550.84   (m)         8368.9    (f) RESET       3  
 GT0132
 GT0132.Superseded values are not recommended for survey control.
 GT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0132.See file dsdata.txt to determine how the superseded data were derived.
 GT0132
 GT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA888498(NAD 83)
 GT0132_MARKER: DD = SURVEY DISK
 GT0132_SETTING: 0 = UNSPECIFIED SETTING
 GT0132_STAMPING: 8373 B 1905
 GT0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0132
 GT0132  HISTORY     - Date     Condition        Report By
 GT0132  HISTORY     - 1905     MONUMENTED       USGS
 GT0132  HISTORY     - 1940     GOOD             NGS
 GT0132
 GT0132                          STATION DESCRIPTION
 GT0132
 GT0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GT0132'13.7 MI W FROM LONE PINE.
 GT0132'13.7 MILES WEST ALONG A ROAD FROM LONE PINE, INYO COUNTY, AT
 GT0132'THE END OF THE ROAD, AT WHITNEY PORTAL, ABOUT 200 FEET WEST OF
 GT0132'THE WEST EDGE OF THE RESERVOIR, 58 FEET WEST-SOUTHWEST OF A
 GT0132'WATER FAUCET, 50 FEET NORTH OF A PERMANENT U.S. FOREST SERVICE
 GT0132'CAMP STOVE, 39 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN
 GT0132'THE TOP OF A 6- BY 10-FOOT ROCK PROJECTING 5 FEET ABOVE THE
 GT0132'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GT0132'8373 B 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0598 ***********************************************************************
 JR0598  DESIGNATION -  8398
 JR0598  PID         -  JR0598
 JR0598  STATE/COUNTY-  CA/TUOLUMNE
 JR0598  USGS QUAD   -  SONORA PASS (1979)
 JR0598
 JR0598                         *CURRENT SURVEY CONTROL
 JR0598  ___________________________________________________________________
 JR0598* NAD 83(1986)-  38 19 14.     (N)    119 40 29.     (W)     SCALED    
 JR0598* NAVD 88     -      2562.54   (+/-2cm)    8407.3    (feet)  VERTCON   
 JR0598  ___________________________________________________________________
 JR0598  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 JR0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 JR0598
 JR0598.The horizontal coordinates were scaled from a topographic map and have
 JR0598.an estimated accuracy of +/- 6 seconds.
 JR0598
 JR0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 JR0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JR0598.The vertical order pertains to the NGVD 29 superseded value.
 JR0598
 JR0598.The geoid height was determined by GEOID03.
 JR0598
 JR0598;                    North         East    Units  Estimated Accuracy
 JR0598;SPC CA 3     -   702,370.    2,072,170.      MT  (+/- 180 meters Scaled)
 JR0598
 JR0598                          SUPERSEDED SURVEY CONTROL
 JR0598
 JR0598  NGVD 29 (??/??/92) 2560.970  (m)         8402.12   (f) ADJ UNCH    1 2
 JR0598
 JR0598.Superseded values are not recommended for survey control.
 JR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0598.See file dsdata.txt to determine how the superseded data were derived.
 JR0598
 JR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC661447(NAD 83)
 JR0598_MARKER: B = BOLT
 JR0598_SETTING: 66 = SET IN ROCK OUTCROP
 JR0598_SP_SET: ROCK LEDGE
 JR0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JR0598+STABILITY: POSITION/ELEVATION WELL
 JR0598
 JR0598  HISTORY     - Date     Condition        Report By
 JR0598  HISTORY     - UNK      MONUMENTED       USGS
 JR0598  HISTORY     - 1957     MARK NOT FOUND   NGS
 JR0598
 JR0598                          STATION DESCRIPTION
 JR0598
 JR0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0598'5.7 MI E FROM BAKER STATION.
 JR0598'ON THE OLD HIGHWAY, ABOUT 1000 FEET WEST OF THE POINT WHERE
 JR0598'THE OLD HIGHWAY CROSSES DEADMAN CREEK, ABOUT 800 FEET SOUTHEAST
 JR0598'OF THE SONORA PASS SIGN, ON THE SOUTHEAST POINT OF A LARGE
 JR0598'ROCK LEDGE, AND JUST NORTH OF THE OLD ROAD.  A COPPER BOLT.
 JR0598'IT IS ALSO 3.3 MILES WEST OF THE SUMMIT OF SONORA PASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1037 ***********************************************************************
 HS1037  DESIGNATION -  84
 HS1037  PID         -  HS1037
 HS1037  STATE/COUNTY-  CA/TUOLUMNE
 HS1037  USGS QUAD   -  SONORA (1987)
 HS1037
 HS1037                         *CURRENT SURVEY CONTROL
 HS1037  ___________________________________________________________________
 HS1037* NAD 83(1986)-  37 59 22.     (N)    120 28 15.     (W)     SCALED    
 HS1037* NAVD 88     -       425.52   (+/-2cm)    1396.1    (feet)  VERTCON   
 HS1037  ___________________________________________________________________
 HS1037  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HS1037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1037
 HS1037.The horizontal coordinates were scaled from a topographic map and have
 HS1037.an estimated accuracy of +/- 6 seconds.
 HS1037
 HS1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1037.The vertical order pertains to the NGVD 29 superseded value.
 HS1037
 HS1037.The geoid height was determined by GEOID03.
 HS1037
 HS1037;                    North         East    Units  Estimated Accuracy
 HS1037;SPC CA 3     -   665,300.    2,002,560.      MT  (+/- 180 meters Scaled)
 HS1037
 HS1037                          SUPERSEDED SURVEY CONTROL
 HS1037
 HS1037  NGVD 29 (??/??/92)  424.771  (m)         1393.60   (f) ADJ UNCH    2 0
 HS1037
 HS1037.Superseded values are not recommended for survey control.
 HS1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1037.See file dsdata.txt to determine how the superseded data were derived.
 HS1037
 HS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH221076(NAD 83)
 HS1037_MARKER: S = SPIKE
 HS1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1037_SP_SET: TREE TRUNK
 HS1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1037
 HS1037  HISTORY     - Date     Condition        Report By
 HS1037  HISTORY     - UNK      MONUMENTED       CA-109
 HS1037  HISTORY     - 1935     GOOD             NGS
 HS1037
 HS1037                          STATION DESCRIPTION
 HS1037
 HS1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS1037'0.8 MI NW FROM TUTTLETOWN.
 HS1037'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 49 FROM TUTTLETOWN,
 HS1037'TUOLUMNE COUNTY, OPPOSITE A SHARP U-CURVE, 30 FEET NORTH OF THE
 HS1037'CENTERLINE OF THE HIGHWAY, OPPOSITE A 2-STORY RANCHHOUSE, AND
 HS1037'IN THE TRUNK OF A 2-FOOT TREE.  AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0540 ***********************************************************************
 DX0540  DESIGNATION -  84 14.0
 DX0540  PID         -  DX0540
 DX0540  STATE/COUNTY-  CA/RIVERSIDE
 DX0540  USGS QUAD   -  OASIS (1974)
 DX0540
 DX0540                         *CURRENT SURVEY CONTROL
 DX0540  ___________________________________________________________________
 DX0540* NAD 83(1986)-  33 26 25.     (N)    116 03 39.     (W)     SCALED    
 DX0540* NAVD 88     -       -53.63   (+/-2cm)    -176.0    (feet)  VERTCON   
 DX0540  ___________________________________________________________________
 DX0540  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DX0540  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0540
 DX0540.The horizontal coordinates were scaled from a topographic map and have
 DX0540.an estimated accuracy of +/- 6 seconds.
 DX0540
 DX0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0540.The vertical order pertains to the NGVD 29 superseded value.
 DX0540
 DX0540.The geoid height was determined by GEOID03.
 DX0540
 DX0540;                    North         East    Units  Estimated Accuracy
 DX0540;SPC CA 6     -   641,260.    2,017,590.      MT  (+/- 180 meters Scaled)
 DX0540
 DX0540                          SUPERSEDED SURVEY CONTROL
 DX0540
 DX0540  NGVD 29 (??/??/??)  -54.299  (m)         -178.15   (f) ADJUSTED    1 2
 DX0540
 DX0540.Superseded values are not recommended for survey control.
 DX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0540.See file dsdata.txt to determine how the superseded data were derived.
 DX0540
 DX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT872004(NAD 83)
 DX0540_MARKER: DD = SURVEY DISK
 DX0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0540+STABILITY: SURFACE MOTION
 DX0540
 DX0540  HISTORY     - Date     Condition        Report By
 DX0540  HISTORY     - UNK      MONUMENTED       BOR
 DX0540  HISTORY     - 1955     GOOD             NGS
 DX0540  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DX0540
 DX0540                          STATION DESCRIPTION
 DX0540
 DX0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0540'3 MI SE FROM OASIS.
 DX0540'2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE OASIS STORE AT
 DX0540'OASIS, THENCE 0.8 MILE EAST ALONG AVENUE 84, AT THE JUNCTION OF
 DX0540'JOHNSON STREET LEADING NORTH, A GRADED ROAD LEADING SOUTH, AND A
 DX0540'DIRT FARM ROAD LEADING EAST ALONG THE SOUTH EDGE OF A FIELD, 52
 DX0540'FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE AVENUE,
 DX0540'32 1/2 FEET EAST OF THE CENTER LINE OF THE STREET, 9 FEET SOUTH
 DX0540'OF THE CENTER LINE OF THE DIRT FARM ROAD, 2 FEET SOUTHEAST OF
 DX0540'TELEPHONE POLE L 16, 1.4 FEET WEST OF A WITNESS POST, ABOUT
 DX0540'1 1/2 FEET LOWER THAN THE STREET, AND SET IN THE TOP OF A CONCRETE
 DX0540'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 DX0540
 DX0540                          STATION RECOVERY (1989)
 DX0540
 DX0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9459 ***********************************************************************
 EW9459  DESIGNATION -  84 6
 EW9459  PID         -  EW9459
 EW9459  STATE/COUNTY-  CA/VENTURA
 EW9459  USGS QUAD   -  CAMARILLO (1967)
 EW9459
 EW9459                         *CURRENT SURVEY CONTROL
 EW9459  ___________________________________________________________________
 EW9459* NAD 83(1986)-  34 09 41.     (N)    119 05 46.     (W)     SCALED    
 EW9459* NAVD 88     -         6.863  (meters)      22.52   (feet)  ADJUSTED  
 EW9459  ___________________________________________________________________
 EW9459  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 EW9459  DYNAMIC HT  -           6.857 (meters)      22.50  (feet)  COMP
 EW9459  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 EW9459
 EW9459  VERT ORDER  -  FIRST     CLASS II
 EW9459
 EW9459.The horizontal coordinates were scaled from a topographic map and have
 EW9459.an estimated accuracy of +/- 6 seconds.
 EW9459
 EW9459.The orthometric height was determined by differential leveling
 EW9459.and adjusted in June 1991.
 EW9459
 EW9459.The geoid height was determined by GEOID03.
 EW9459
 EW9459.The dynamic height is computed by dividing the NAVD 88
 EW9459.geopotential number by the normal gravity value computed on the
 EW9459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9459.degrees latitude (g = 980.6199 gals.).
 EW9459
 EW9459.The modeled gravity was interpolated from observed gravity values.
 EW9459
 EW9459;                    North         East    Units  Estimated Accuracy
 EW9459;SPC CA 5     -   573,920.    1,898,930.      MT  (+/- 180 meters Scaled)
 EW9459
 EW9459                          SUPERSEDED SURVEY CONTROL
 EW9459
 EW9459.No superseded survey control is available for this station.
 EW9459
 EW9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT067820(NAD 83)
 EW9459_MARKER: DB = BENCH MARK DISK
 EW9459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9459_SP_SET: HEADWALL
 EW9459_STAMPING: 84-6 1986
 EW9459_MARK LOGO: CA-111
 EW9459_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9459+STABILITY: SURFACE MOTION
 EW9459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9459+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1989
 EW9459
 EW9459  HISTORY     - Date     Condition        Report By
 EW9459  HISTORY     - 1986     MONUMENTED       CA-111
 EW9459  HISTORY     - 19890503 GOOD             NGS
 EW9459
 EW9459                          STATION DESCRIPTION
 EW9459
 EW9459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9459'7.2 KM (4.45 MI) EASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 EW9459'THE STATION IN OXNARD, THENCE 4.0 KM (2.50 MI) SOUTHERLY ALONG WOOD
 EW9459'ROAD, IN TOP AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH
 EW9459'CONCRETE HEADWALL OF A 26 INCH PIPE CULVERT.  7.0 M (23.0 FT) SOUTH
 EW9459'OF THE CENTER OF A PAVED DRIVE LEADING EAST, 6.5 M (21.3 FT) EAST OF
 EW9459'THE CENTERLINE OF WOOD ROAD, 6.0 M (19.7 FT) NORTH OF THE EXTENDED
 EW9459'CENTERLINE OF ETTING ROAD AND 0.3 M (1.0 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9210 ***********************************************************************
 JT9210  DESIGNATION -  84 A
 JT9210  PID         -  JT9210
 JT9210  STATE/COUNTY-  CA/NAPA
 JT9210  USGS QUAD   -  NAPA (1980)
 JT9210
 JT9210                         *CURRENT SURVEY CONTROL
 JT9210  ___________________________________________________________________
 JT9210* NAD 83(1986)-  38 18 18.     (N)    122 19 16.     (W)     SCALED    
 JT9210* NAVD 88     -        24.50   (+/-2cm)      80.4    (feet)  VERTCON   
 JT9210  ___________________________________________________________________
 JT9210  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JT9210  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9210
 JT9210.The horizontal coordinates were scaled from a topographic map and have
 JT9210.an estimated accuracy of +/- 6 seconds.
 JT9210
 JT9210.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9210.The vertical order pertains to the NGVD 29 superseded value.
 JT9210
 JT9210.The geoid height was determined by GEOID03.
 JT9210
 JT9210;                    North         East    Units  Estimated Accuracy
 JT9210;SPC CA 2     -   570,910.    1,971,910.      MT  (+/- 180 meters Scaled)
 JT9210
 JT9210                          SUPERSEDED SURVEY CONTROL
 JT9210
 JT9210  NGVD 29 (??/??/92)   23.71   (m)           77.8    (f) COMPUTED    2 2
 JT9210
 JT9210.Superseded values are not recommended for survey control.
 JT9210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9210.See file dsdata.txt to determine how the superseded data were derived.
 JT9210
 JT9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593398(NAD 83)
 JT9210_MARKER: DD = SURVEY DISK
 JT9210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9210_SP_SET: CONCRETE POST
 JT9210_MARK LOGO: CA2330
 JT9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9210+STABILITY: SURFACE MOTION
 JT9210
 JT9210  HISTORY     - Date     Condition        Report By
 JT9210  HISTORY     - 1971     MONUMENTED       CA2330
 JT9210
 JT9210                          STATION DESCRIPTION
 JT9210
 JT9210'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9210'AT INTERSECTION OF ROBINSON LANE AND BLAINE WAY, A WELL TYPE CONCRETE
 JT9210'MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9211 ***********************************************************************
 JT9211  DESIGNATION -  84 B
 JT9211  PID         -  JT9211
 JT9211  STATE/COUNTY-  CA/NAPA
 JT9211  USGS QUAD   -  NAPA (1980)
 JT9211
 JT9211                         *CURRENT SURVEY CONTROL
 JT9211  ___________________________________________________________________
 JT9211* NAD 83(1986)-  38 18 24.     (N)    122 19 22.     (W)     SCALED    
 JT9211* NAVD 88     -        24.23   (+/-2cm)      79.5    (feet)  VERTCON   
 JT9211  ___________________________________________________________________
 JT9211  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JT9211  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9211
 JT9211.The horizontal coordinates were scaled from a topographic map and have
 JT9211.an estimated accuracy of +/- 6 seconds.
 JT9211
 JT9211.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9211.The vertical order pertains to the NGVD 29 superseded value.
 JT9211
 JT9211.The geoid height was determined by GEOID03.
 JT9211
 JT9211;                    North         East    Units  Estimated Accuracy
 JT9211;SPC CA 2     -   571,100.    1,971,770.      MT  (+/- 180 meters Scaled)
 JT9211
 JT9211                          SUPERSEDED SURVEY CONTROL
 JT9211
 JT9211  NGVD 29 (??/??/92)   23.44   (m)           76.9    (f) COMPUTED    2 2
 JT9211
 JT9211.Superseded values are not recommended for survey control.
 JT9211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9211.See file dsdata.txt to determine how the superseded data were derived.
 JT9211
 JT9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592400(NAD 83)
 JT9211_MARKER: DD = SURVEY DISK
 JT9211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9211_SP_SET: CONCRETE POST
 JT9211_MARK LOGO: CA2330
 JT9211_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9211+STABILITY: SURFACE MOTION
 JT9211
 JT9211  HISTORY     - Date     Condition        Report By
 JT9211  HISTORY     - 1971     MONUMENTED       CA2330
 JT9211
 JT9211                          STATION DESCRIPTION
 JT9211
 JT9211'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9211'AT INTERSECTION OF LINDA VISTA AND REDWOOD CREEK, SOUTH BANK, A WELL
 JT9211'TYPE CONCRETE MONUMENT WITH A BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9040 ***********************************************************************
 EW9040  DESIGNATION -  84 FMK
 EW9040  PID         -  EW9040
 EW9040  STATE/COUNTY-  CA/LOS ANGELES
 EW9040  USGS QUAD   -  CANOGA PARK (1967)
 EW9040
 EW9040                         *CURRENT SURVEY CONTROL
 EW9040  ___________________________________________________________________
 EW9040* NAD 83(1986)-  34 07 33.     (N)    118 36 00.     (W)     SCALED    
 EW9040* NAVD 88     -       389.398  (meters)    1277.55   (feet)  ADJUSTED  
 EW9040  ___________________________________________________________________
 EW9040  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW9040  DYNAMIC HT  -         388.978 (meters)    1276.17  (feet)  COMP
 EW9040  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 EW9040
 EW9040  VERT ORDER  -  FIRST     CLASS I
 EW9040
 EW9040.The horizontal coordinates were scaled from a topographic map and have
 EW9040.an estimated accuracy of +/- 6 seconds.
 EW9040
 EW9040.The orthometric height was determined by differential leveling
 EW9040.and adjusted in June 1995.
 EW9040.WARNING-Repeat measurements at this control monument indicate possible
 EW9040.vertical movement.
 EW9040
 EW9040.The geoid height was determined by GEOID03.
 EW9040
 EW9040.The dynamic height is computed by dividing the NAVD 88
 EW9040.geopotential number by the normal gravity value computed on the
 EW9040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9040.degrees latitude (g = 980.6199 gals.).
 EW9040
 EW9040.The modeled gravity was interpolated from observed gravity values.
 EW9040
 EW9040;                    North         East    Units  Estimated Accuracy
 EW9040;SPC CA 5     -   569,590.    1,944,650.      MT  (+/- 180 meters Scaled)
 EW9040
 EW9040                          SUPERSEDED SURVEY CONTROL
 EW9040
 EW9040  NAVD 88 (10/28/92)  389.412  (m)         1277.60   (f) UNKNOWN     1 1
 EW9040  NGVD 29 (??/??/92)  388.641  (m)         1275.07   (f) ADJ UNCH    1 1
 EW9040
 EW9040.Superseded values are not recommended for survey control.
 EW9040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9040.See file dsdata.txt to determine how the superseded data were derived.
 EW9040
 EW9040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT524772(NAD 83)
 EW9040_MARKER: DE = TRAVERSE STATION DISK
 EW9040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9040_SP_SET: CATCH BASIN
 EW9040_STAMPING: 84 FMK 1974
 EW9040_MARK LOGO: USGS  
 EW9040_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9040+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW9040
 EW9040  HISTORY     - Date     Condition        Report By
 EW9040  HISTORY     - 1974     MONUMENTED       USGS
 EW9040  HISTORY     - 1974     GOOD             CA-037
 EW9040  HISTORY     - 1978     GOOD             NGS
 EW9040  HISTORY     - 19890516 GOOD             NGS
 EW9040  HISTORY     - 19940614 GOOD             NGS
 EW9040
 EW9040                          STATION DESCRIPTION
 EW9040
 EW9040'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9040'IN GLENVIEW.
 EW9040'TOPANGA CANYON BOULEVARD, 2.95 MILES SOUTHERLY FROM MULHOLLAND DRIVE.
 EW9040'134 FEET SOUTHEASTERLY OF FIRE HYDRANT.  53.0 FEET EASTERLY OF POWER
 EW9040'POLE NO. 10857755E.  23.0 FEET EASTERLY OF APPROXIMATE CENTER OF
 EW9040'PAVEMENT OF ROAD.  THE DISK IS SET IN THE LOWER PORTION OF A CONCRETE
 EW9040'CATCH BASIN, 1 FOOT SOUTH OF THE NORTH END.
 EW9040
 EW9040                          STATION RECOVERY (1978)
 EW9040
 EW9040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9040'3.6 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE AT
 EW9040'TOPANGA, 0.15 MILE NORTH OF ENTRADO DRIVE, IN THE NORTH END OF A
 EW9040'CONCRETE HEADWALL OF A CONCRETE CATCH BASIN, 25 FT. NORTHEAST OF THE
 EW9040'CENTER LINE OF BOULEVARD, 53 FT. NORTHEAST AND ACROSS BOULEVARD FROM A
 EW9040'POWER POLE NUMBER 1085753E, 134 FT. SOUTHEAST AND ACROSS BOULEVARD
 EW9040'FROM A FIRE HYDRANT.
 EW9040
 EW9040                          STATION RECOVERY (1989)
 EW9040
 EW9040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9040'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.2 M
 EW9040'(0.7 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE 8 OF THE 84 IN
 EW9040'THE ORIGINAL STAMPING HAS BEEN OBLITERATED.
 EW9040
 EW9040                          STATION RECOVERY (1994)
 EW9040
 EW9040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9040'6.1 KM (3.80 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW9040'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, NEAR THE NORTHWEST END OF
 EW9040'THE SOUTHWEST CONCRETE WALL OF A CATCH BASIN, 15.6 M (51.2 FT) EAST OF
 EW9040'A UTILITY POLE WITH 3 GUY CABLES ATTACHED, 6.9 M (22.6 FT) NORTHEAST
 EW9040'OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 EW9040'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5410 ***********************************************************************
 EW5410  DESIGNATION -  84 FMK USGS
 EW5410  PID         -  EW5410
 EW5410  STATE/COUNTY-  CA/VENTURA
 EW5410  USGS QUAD   -  MATILIJA (1988)
 EW5410
 EW5410                         *CURRENT SURVEY CONTROL
 EW5410  ___________________________________________________________________
 EW5410* NAD 83(1986)-  34 23 27.     (N)    119 18 06.     (W)     SCALED    
 EW5410* NAVD 88     -       150.531  (meters)     493.87   (feet)  READJUSTED
 EW5410  ___________________________________________________________________
 EW5410  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW5410  DYNAMIC HT  -         150.370 (meters)     493.34  (feet)  COMP
 EW5410  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 EW5410
 EW5410  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5410
 EW5410.The horizontal coordinates were scaled from a topographic map and have
 EW5410.an estimated accuracy of +/- 6 seconds.
 EW5410
 EW5410.The orthometric height was determined by differential leveling
 EW5410.and adjusted in February 1993.
 EW5410.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5410.distribution rate of 0.0 thru 1.0 mm/km.
 EW5410.The height was derived from older observations constrained to new
 EW5410.heights in a crustal motion area.  The height is approximate in
 EW5410.relation to other heights in its vicinity.
 EW5410
 EW5410.The geoid height was determined by GEOID03.
 EW5410
 EW5410.The dynamic height is computed by dividing the NAVD 88
 EW5410.geopotential number by the normal gravity value computed on the
 EW5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5410.degrees latitude (g = 980.6199 gals.).
 EW5410
 EW5410.The modeled gravity was interpolated from observed gravity values.
 EW5410
 EW5410;                    North         East    Units  Estimated Accuracy
 EW5410;SPC CA 5     -   599,590.    1,880,310.      MT  (+/- 180 meters Scaled)
 EW5410
 EW5410                          SUPERSEDED SURVEY CONTROL
 EW5410
 EW5410  NGVD 29 (??/??/92)  149.768  (m)          491.36   (f) ADJ UNCH    1 1
 EW5410
 EW5410.Superseded values are not recommended for survey control.
 EW5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5410.See file dsdata.txt to determine how the superseded data were derived.
 EW5410
 EW5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU884078(NAD 83)
 EW5410_MARKER: DB = BENCH MARK DISK
 EW5410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5410_SP_SET: HEADWALL
 EW5410_STAMPING: 84 FMK 1973
 EW5410
 EW5410  HISTORY     - Date     Condition        Report By
 EW5410  HISTORY     - UNK      MONUMENTED
 EW5410  HISTORY     - 1977     GOOD             NGS
 EW5410
 EW5410                          STATION DESCRIPTION
 EW5410
 EW5410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5410'5.9 MI SW FROM OJAI.
 EW5410'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5410'OJAI, THENCE 4.95 MILES SOUTHWEST ALONG STATE HIGHWAY 33, AT THE SOUTH
 EW5410'EDGE OF TOWN, IN THE SOUTHEAST CORNER OF THE WEST HEAD WALL OF AN 8-FT
 EW5410'BOX CULVERT 8.39, 250.0 FT. SOUTH OF THE CENTER LINE OF PORTAL STREET,
 EW5410'28.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 58.5 FT. NORTH OF
 EW5410'AN 18-INCH OAK TREE GROWING ON A 15 FT. BANK (HORIZONTAL MEASUREMENT).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA9704 ***********************************************************************
 AA9704  DESIGNATION -  84 LA RESET
 AA9704  PID         -  AA9704
 AA9704  STATE/COUNTY-  CA/SANTA BARBARA
 AA9704  USGS QUAD   -  GUADALUPE (1982)
 AA9704
 AA9704                         *CURRENT SURVEY CONTROL
 AA9704  ___________________________________________________________________
 AA9704* NAD 83(1986)-  34 57 28.     (N)    120 34 27.     (W)     SCALED    
 AA9704* NAVD 88     -        27.38   (meters)      89.8    (feet)  RESET     
 AA9704  ___________________________________________________________________
 AA9704  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AA9704  VERT ORDER  -  THIRD
 AA9704
 AA9704.The horizontal coordinates were scaled from a topographic map and have
 AA9704.an estimated accuracy of +/- 6 seconds.
 AA9704
 AA9704.The orthometric height was computed from unverified reset data.
 AA9704
 AA9704.The geoid height was determined by GEOID03.
 AA9704
 AA9704;                    North         East    Units  Estimated Accuracy
 AA9704;SPC CA 5     -   664,720.    1,764,930.      MT  (+/- 180 meters Scaled)
 AA9704
 AA9704                          SUPERSEDED SURVEY CONTROL
 AA9704
 AA9704.No superseded survey control is available for this station.
 AA9704
 AA9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD214710(NAD 83)
 AA9704_MARKER: DD = SURVEY DISK
 AA9704_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9704_SP_SET: CURB
 AA9704_STAMPING: 84 LA USGS RESET 1994
 AA9704_MARK LOGO: USGS  
 AA9704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9704
 AA9704  HISTORY     - Date     Condition        Report By
 AA9704  HISTORY     - 1995     MONUMENTED       CADT
 AA9704  HISTORY     - 20070208 GOOD             CADT
 AA9704
 AA9704                          STATION DESCRIPTION
 AA9704
 AA9704'DESCRIBED BY CALTRANS 1995 (GAS)
 AA9704'IN GUADALUPE, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 AA9704'STATE HIGHWAY 166, 17.5 FEET (5.3 M) WEST OF THE WEST RAIL, 6.5 M
 AA9704'(21.3 FT) NORTH OF THE EXTENSION OF CURB PROJECTED ACROSS HIGHWAY 1,
 AA9704'18.0 M (59.1 FT) SOUTHEAST OF THE CENTER OF DROP INLET IN CURB AND
 AA9704'GUTTER, 2.3 M (7.5 FT) SOUTHWEST OF JOINT POLE NO GT 135588.  21.4
 AA9704'FEET (6.5 M) NORTH OF EXTENDED TOP OF CURB LINE ON THE WEST SIDE OF
 AA9704'HIGHWAY 1, 7.5 FEET (2.3 M) SOUTHWEST OF JOINT POLE ON NORTH SIDE OF
 AA9704'HIGHWAY, 16.3 FEET (5.0 M) SOUTHWEST OF RAILROAD SIGNAL CONTROL BOX,
 AA9704'SOUTHWEST CORNER OF SMALL METAL BUILDING, 54.7 FEET (16.7 M) WEST OF
 AA9704'MOST WESTERLY RAIL, 59.0 FEET (18.0 M) EAST OF THE CENTER OF A
 AA9704'DRAINAGE INLET AT THE CURB RETURN.
 AA9704
 AA9704                          STATION RECOVERY (2007)
 AA9704
 AA9704'RECOVERY NOTE BY CALTRANS 2007 (EJS)
 AA9704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FT0068 ***********************************************************************
 FT0068  DESIGNATION -  84 WFM
 FT0068  PID         -  FT0068
 FT0068  STATE/COUNTY-  CA/SAN BERNARDINO
 FT0068  USGS QUAD   -  GOLDSTONE (1996)
 FT0068
 FT0068                         *CURRENT SURVEY CONTROL
 FT0068  ___________________________________________________________________
 FT0068* NAD 83(1986)-  35 16 27.     (N)    116 56 41.     (W)     SCALED    
 FT0068* NAVD 88     -       952.822  (meters)    3126.05   (feet)  POSTED    
 FT0068  ___________________________________________________________________
 FT0068  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FT0068  DYNAMIC HT  -         951.720 (meters)    3122.43  (feet)  COMP
 FT0068  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 FT0068
 FT0068  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FT0068
 FT0068.The horizontal coordinates were scaled from a topographic map and have
 FT0068.an estimated accuracy of +/- 6 seconds.
 FT0068
 FT0068.The orthometric height was determined by differential leveling
 FT0068.and adjusted by the  in 1992.
 FT0068.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FT0068.rate of 0.0 thru 1.0 mm/km.
 FT0068
 FT0068.The geoid height was determined by GEOID03.
 FT0068
 FT0068.The dynamic height is computed by dividing the NAVD 88
 FT0068.geopotential number by the normal gravity value computed on the
 FT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FT0068.degrees latitude (g = 980.6199 gals.).
 FT0068
 FT0068.The modeled gravity was interpolated from observed gravity values.
 FT0068
 FT0068;                    North         East    Units  Estimated Accuracy
 FT0068;SPC CA 5     -   697,310.    2,096,010.      MT  (+/- 180 meters Scaled)
 FT0068
 FT0068                          SUPERSEDED SURVEY CONTROL
 FT0068
 FT0068  NGVD 29 (??/??/92)  952.03   (m)         3123.5    (f) COMPUTED    1 2
 FT0068
 FT0068.Superseded values are not recommended for survey control.
 FT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FT0068.See file dsdata.txt to determine how the superseded data were derived.
 FT0068
 FT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV050034(NAD 83)
 FT0068_MARKER: DD = SURVEY DISK
 FT0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FT0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FT0068_STAMPING: 84 WFM 3123 1946
 FT0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FT0068+STABILITY: SURFACE MOTION
 FT0068
 FT0068  HISTORY     - Date     Condition        Report By
 FT0068  HISTORY     - 1946     MONUMENTED       USGS
 FT0068  HISTORY     - 1963     GOOD             NGS
 FT0068  HISTORY     - 1977     MARK NOT FOUND   NGS
 FT0068
 FT0068                          STATION DESCRIPTION
 FT0068
 FT0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FT0068'30.6 MI N FROM BARSTOW.
 FT0068'6.4 MILES NORTH ALONG CAMP IRWIN ROAD FROM THE JUNCTION OF U.S.
 FT0068'HIGHWAY 466 AT BARSTOW, THENCE 24.15 MILES NORTHEAST ALONG
 FT0068'GOLDSTONE ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 FT0068'90 1/2 FEET SOUTHEAST OF A 12-INCH LONE TREE, 2.7 FEET NORTHWEST
 FT0068'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 FT0068'THE TOP OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE THE GROUND.
 FT0068
 FT0068                          STATION RECOVERY (1977)
 FT0068
 FT0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FT0068'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0364 ***********************************************************************
 GU0364  DESIGNATION -  84.38
 GU0364  PID         -  GU0364
 GU0364  STATE/COUNTY-  CA/MERCED
 GU0364  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0364
 GU0364                         *CURRENT SURVEY CONTROL
 GU0364  ___________________________________________________________________
 GU0364* NAD 83(1986)-  36 58 39.     (N)    120 50 14.     (W)     SCALED    
 GU0364* NAVD 88     -        53.134  (meters)     174.32   (feet)  ADJUSTED  
 GU0364  ___________________________________________________________________
 GU0364  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0364  DYNAMIC HT  -          53.091 (meters)     174.18  (feet)  COMP
 GU0364  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 GU0364
 GU0364  VERT ORDER  -  FIRST     CLASS I
 GU0364
 GU0364.The horizontal coordinates were scaled from a topographic map and have
 GU0364.an estimated accuracy of +/- 6 seconds.
 GU0364
 GU0364.The orthometric height was determined by differential leveling
 GU0364.and adjusted in June 1991.
 GU0364
 GU0364.The geoid height was determined by GEOID03.
 GU0364
 GU0364.The dynamic height is computed by dividing the NAVD 88
 GU0364.geopotential number by the normal gravity value computed on the
 GU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0364.degrees latitude (g = 980.6199 gals.).
 GU0364
 GU0364.The modeled gravity was interpolated from observed gravity values.
 GU0364
 GU0364;                    North         East    Units  Estimated Accuracy
 GU0364;SPC CA 3     -   553,050.    1,969,970.      MT  (+/- 180 meters Scaled)
 GU0364
 GU0364                          SUPERSEDED SURVEY CONTROL
 GU0364
 GU0364  NGVD 29 (??/??/92)   52.30   (m)          171.6    (f) COMPUTED    1 1
 GU0364
 GU0364.Superseded values are not recommended for survey control.
 GU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0364.See file dsdata.txt to determine how the superseded data were derived.
 GU0364
 GU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF925945(NAD 83)
 GU0364_MARKER: DD = SURVEY DISK
 GU0364_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GU0364_SP_SET: BRIDGE CURB
 GU0364_STAMPING: M.P. 84.38
 GU0364_MARK LOGO: BOR   
 GU0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0364+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1988
 GU0364
 GU0364  HISTORY     - Date     Condition        Report By
 GU0364  HISTORY     - UNK      MONUMENTED       BOR
 GU0364  HISTORY     - 1966     GOOD             NGS
 GU0364  HISTORY     - 1972     GOOD             NGS
 GU0364  HISTORY     - 19881118 GOOD             NGS
 GU0364
 GU0364                          STATION DESCRIPTION
 GU0364
 GU0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 GU0364'6.3 MI S FROM LOS BANOS.
 GU0364'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM
 GU0364'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 5.4 MILES
 GU0364'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, AT CONCRETE BRIDGE 84.38
 GU0364'OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE SOUTH END OF
 GU0364'THE EAST CONCRETE CURB, DIRECTLY BENEATH THE EAST IRON GUARDRAIL,
 GU0364'13.5 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 GU0364'HIGHER THAN THE ROAD.  NOTE-- IN 1966 ROD WAS HELD OVER LETTER
 GU0364'B.M. ON N. EDGE OF DISK.
 GU0364
 GU0364                          STATION RECOVERY (1972)
 GU0364
 GU0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0364'RECOVERED IN GOOD CONDITION.
 GU0364
 GU0364                          STATION RECOVERY (1988)
 GU0364
 GU0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0350 ***********************************************************************
 GU0350  DESIGNATION -  84.60 R USBR
 GU0350  PID         -  GU0350
 GU0350  STATE/COUNTY-  CA/MERCED
 GU0350  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0350
 GU0350                         *CURRENT SURVEY CONTROL
 GU0350  ___________________________________________________________________
 GU0350* NAD 83(1986)-  36 56 50.     (N)    120 50 47.     (W)     SCALED    
 GU0350* NAVD 88     -        70.46   (+/-2cm)     231.2    (feet)  VERTCON   
 GU0350  ___________________________________________________________________
 GU0350  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GU0350  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0350
 GU0350.The horizontal coordinates were scaled from a topographic map and have
 GU0350.an estimated accuracy of +/- 6 seconds.
 GU0350
 GU0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0350.The vertical order pertains to the NGVD 29 superseded value.
 GU0350
 GU0350.The geoid height was determined by GEOID03.
 GU0350
 GU0350;                    North         East    Units  Estimated Accuracy
 GU0350;SPC CA 3     -   549,690.    1,969,150.      MT  (+/- 180 meters Scaled)
 GU0350
 GU0350                          SUPERSEDED SURVEY CONTROL
 GU0350
 GU0350  NGVD 29 (??/??/??)   69.599  (m)          228.34   (f) ADJUSTED    1 1
 GU0350
 GU0350.Superseded values are not recommended for survey control.
 GU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0350.See file dsdata.txt to determine how the superseded data were derived.
 GU0350
 GU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF917911(NAD 83)
 GU0350_MARKER: DD = SURVEY DISK
 GU0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0350_SP_SET: DRAIN INLET
 GU0350_STAMPING: 84.60 R
 GU0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0350
 GU0350  HISTORY     - Date     Condition        Report By
 GU0350  HISTORY     - UNK      MONUMENTED       BOR
 GU0350  HISTORY     - 1967     GOOD             NGS
 GU0350  HISTORY     - 1975     GOOD             NGS
 GU0350
 GU0350                          STATION DESCRIPTION
 GU0350
 GU0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0350'2.1 MI NW FROM DOS AMIGOS PUMP PLANT.
 GU0350'2.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0350'DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.9 FEET WEST OF THE
 GU0350'EAST END OF THE SOUTH CONCRETE HEAD WALL OF DRAIN INLET STRUCTURE
 GU0350'84.60, 21 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LEVEE
 GU0350'ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
 GU0350
 GU0350                          STATION RECOVERY (1975)
 GU0350
 GU0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1012 ***********************************************************************
 HT1012  DESIGNATION -  84.8 C OF O
 HT1012  PID         -  HT1012
 HT1012  STATE/COUNTY-  CA/ALAMEDA
 HT1012  USGS QUAD   -  OAKLAND WEST (1993)
 HT1012
 HT1012                         *CURRENT SURVEY CONTROL
 HT1012  ___________________________________________________________________
 HT1012* NAD 83(1986)-  37 49 34.     (N)    122 15 27.     (W)     SCALED    
 HT1012* NAVD 88     -        26.68   (+/-2cm)      87.5    (feet)  VERTCON   
 HT1012  ___________________________________________________________________
 HT1012  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HT1012  VERT ORDER  -  FIRST     CLASS I (See Below)
 HT1012
 HT1012.The horizontal coordinates were scaled from a topographic map and have
 HT1012.an estimated accuracy of +/- 6 seconds.
 HT1012
 HT1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1012.The vertical order pertains to the NGVD 29 superseded value.
 HT1012
 HT1012.The geoid height was determined by GEOID03.
 HT1012
 HT1012;                    North         East    Units  Estimated Accuracy
 HT1012;SPC CA 3     -   648,630.    1,845,290.      MT  (+/- 180 meters Scaled)
 HT1012
 HT1012                          SUPERSEDED SURVEY CONTROL
 HT1012
 HT1012  NGVD 29 (??/??/??)   25.849  (m)           84.81   (f) ADJUSTED    1 1
 HT1012
 HT1012.Superseded values are not recommended for survey control.
 HT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1012.See file dsdata.txt to determine how the superseded data were derived.
 HT1012
 HT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG653867(NAD 83)
 HT1012_MARKER: Z = SEE DESCRIPTION
 HT1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT1012+STABILITY: SURFACE MOTION
 HT1012
 HT1012  HISTORY     - Date     Condition        Report By
 HT1012  HISTORY     - UNK      MONUMENTED       CA2480
 HT1012  HISTORY     - 1951     GOOD             NGS
 HT1012  HISTORY     - 1969     GOOD             NGS
 HT1012  HISTORY     - 1987     GOOD             USPSQD
 HT1012
 HT1012                          STATION DESCRIPTION
 HT1012
 HT1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HT1012'AT OAKLAND.
 HT1012'AT OAKLAND, AT THE JUNCTION OF BROADWAY AND 38TH STREET, ALONG
 HT1012'THE CENTER LINE OF THE WEST LANE OF BROADWAY, 5.0 FEET NORTH OF
 HT1012'THE CENTER LINE OF 38TH STREET, 1.0 FOOT BELOW THE SURFACE OF
 HT1012'THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 HT1012'ENCASED BY A 8-INCH IRON PIPE WITH A CAST IRON COVER FLUSH WITH
 HT1012'THE PAVEMENT.
 HT1012
 HT1012                          STATION RECOVERY (1969)
 HT1012
 HT1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HT1012'RECOVERED IN GOOD CONDITION.
 HT1012
 HT1012                          STATION RECOVERY (1987)
 HT1012
 HT1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0554 ***********************************************************************
 LU0554  DESIGNATION -  840.0 USGS
 LU0554  PID         -  LU0554
 LU0554  STATE/COUNTY-  CA/SHASTA
 LU0554  USGS QUAD   -  RAGLIN RIDGE (1976)
 LU0554
 LU0554                         *CURRENT SURVEY CONTROL
 LU0554  ___________________________________________________________________
 LU0554* NAD 83(1986)-  40 17 57.     (N)    122 39 42.     (W)     SCALED    
 LU0554* NAVD 88     -       257.12   (+/-2cm)     843.6    (feet)  VERTCON   
 LU0554  ___________________________________________________________________
 LU0554  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 LU0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0554
 LU0554.The horizontal coordinates were scaled from a topographic map and have
 LU0554.an estimated accuracy of +/- 6 seconds.
 LU0554
 LU0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0554.The vertical order pertains to the NGVD 29 superseded value.
 LU0554
 LU0554.The geoid height was determined by GEOID03.
 LU0554
 LU0554;                    North         East    Units  Estimated Accuracy
 LU0554;SPC CA 1     -   607,460.    1,943,750.      MT  (+/- 180 meters Scaled)
 LU0554
 LU0554                          SUPERSEDED SURVEY CONTROL
 LU0554
 LU0554  NGVD 29 (??/??/92)  256.295  (m)          840.86   (f) ADJ UNCH    2 0
 LU0554
 LU0554.Superseded values are not recommended for survey control.
 LU0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0554.See file dsdata.txt to determine how the superseded data were derived.
 LU0554
 LU0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK287610(NAD 83)
 LU0554_MARKER: Q = CHISELED SQUARE
 LU0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0554_SP_SET: WATER TROUGH
 LU0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0554
 LU0554  HISTORY     - Date     Condition        Report By
 LU0554  HISTORY     - UNK      MONUMENTED       USGS
 LU0554  HISTORY     - 1948     GOOD             NGS
 LU0554
 LU0554                          STATION DESCRIPTION
 LU0554
 LU0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LU0554'10.9 MI W FROM BAKER FIRE CAMP.
 LU0554'10.9 MILES WEST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE CAMP
 LU0554'OF THE CALIFORNIA DIVISION OF FORESTRY, IN A SMALL FLAT, A
 LU0554'CHISELED SQUARE IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE
 LU0554'WATER TROUGH, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LU0554'18.5 FEET SOUTH OF A FENCE, AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3473 ***********************************************************************
 EV3473  DESIGNATION -  8400.43
 EV3473  PID         -  EV3473
 EV3473  STATE/COUNTY-  CA/LOS ANGELES
 EV3473  USGS QUAD   -  CRYSTAL LAKE (1972)
 EV3473
 EV3473                         *CURRENT SURVEY CONTROL
 EV3473  ___________________________________________________________________
 EV3473* NAD 83(1986)-  34 21 44.     (N)    117 48 34.     (W)     SCALED    
 EV3473* NAVD 88     -      2378.998  (meters)    7805.10   (feet)  READJUSTED
 EV3473  ___________________________________________________________________
 EV3473  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 EV3473  DYNAMIC HT  -        2375.650 (meters)    7794.11  (feet)  COMP
 EV3473  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 EV3473
 EV3473  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3473
 EV3473.The horizontal coordinates were scaled from a topographic map and have
 EV3473.an estimated accuracy of +/- 6 seconds.
 EV3473
 EV3473.The orthometric height was determined by differential leveling
 EV3473.and adjusted in February 1993.
 EV3473.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3473.distribution rate of 0.0 thru 1.0 mm/km.
 EV3473.The height was derived from older observations constrained to new
 EV3473.heights in a crustal motion area.  The height is approximate in
 EV3473.relation to other heights in its vicinity.
 EV3473
 EV3473.The geoid height was determined by GEOID03.
 EV3473
 EV3473.The dynamic height is computed by dividing the NAVD 88
 EV3473.geopotential number by the normal gravity value computed on the
 EV3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3473.degrees latitude (g = 980.6199 gals.).
 EV3473
 EV3473.The modeled gravity was interpolated from observed gravity values.
 EV3473
 EV3473;                    North         East    Units  Estimated Accuracy
 EV3473;SPC CA 5     -   595,660.    2,017,530.      MT  (+/- 180 meters Scaled)
 EV3473
 EV3473                          SUPERSEDED SURVEY CONTROL
 EV3473
 EV3473  NGVD 29 (??/??/92) 2377.863  (m)         7801.37   (f) ADJ UNCH    1 1
 EV3473
 EV3473.Superseded values are not recommended for survey control.
 EV3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3473.See file dsdata.txt to determine how the superseded data were derived.
 EV3473
 EV3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU255026(NAD 83)
 EV3473_MARKER: DD = SURVEY DISK
 EV3473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3473_SP_SET: CULVERT
 EV3473_STAMPING: 8400.43
 EV3473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3473
 EV3473  HISTORY     - Date     Condition        Report By
 EV3473  HISTORY     - UNK      MONUMENTED       CADT
 EV3473  HISTORY     - 1977     GOOD             NGS
 EV3473
 EV3473                          STATION DESCRIPTION
 EV3473
 EV3473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EV3473'11.4 MI WEST FROM BIG PINES.
 EV3473'11.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE RANGER STATION AT BIG
 EV3473'PINES, 4 FT. NORTHEAST OF THE SOUTHWEST END OF AN L-SHAPED CONCRETE
 EV3473'CULVERT, 18.0 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY IN THE
 EV3473'TOP OF THE SOUTHEAST HEAD WALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0008 ***********************************************************************
 FV0008  DESIGNATION -  841.5 SOC
 FV0008  PID         -  FV0008
 FV0008  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0008  USGS QUAD   -  ATASCADERO (1993)
 FV0008
 FV0008                         *CURRENT SURVEY CONTROL
 FV0008  ___________________________________________________________________
 FV0008* NAD 83(1986)-  35 29 30.     (N)    120 38 48.     (W)     SCALED    
 FV0008* NAVD 88     -       257.38   (+/-2cm)     844.4    (feet)  VERTCON   
 FV0008  ___________________________________________________________________
 FV0008  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FV0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 FV0008
 FV0008.The horizontal coordinates were scaled from a topographic map and have
 FV0008.an estimated accuracy of +/- 6 seconds.
 FV0008
 FV0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0008.The vertical order pertains to the NGVD 29 superseded value.
 FV0008
 FV0008.The geoid height was determined by GEOID03.
 FV0008
 FV0008;                    North         East    Units  Estimated Accuracy
 FV0008;SPC CA 5     -   724,100.    1,759,870.      MT  (+/- 180 meters Scaled)
 FV0008
 FV0008                          SUPERSEDED SURVEY CONTROL
 FV0008
 FV0008  NGVD 29 (??/??/92)  256.405  (m)          841.22   (f) ADJ UNCH    1 2
 FV0008
 FV0008.Superseded values are not recommended for survey control.
 FV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0008.See file dsdata.txt to determine how the superseded data were derived.
 FV0008
 FV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE134301(NAD 83)
 FV0008_MARKER: S = SPIKE
 FV0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0008_SP_SET: POLE
 FV0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0008
 FV0008  HISTORY     - Date     Condition        Report By
 FV0008  HISTORY     - UNK      MONUMENTED       SOCO
 FV0008  HISTORY     - 1957     GOOD             NGS
 FV0008
 FV0008                          STATION DESCRIPTION
 FV0008
 FV0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0008'1 MI S FROM ATASCADERO.
 FV0008'ORIGINAL DESCRIPTION-- 1.0 MILE SOUTH ALONG THE SOUTHERN PACIFIC
 FV0008'CO. RAILROAD FROM THE STATION AT ATASCADERO, SAN LUIS OBISPO
 FV0008'COUNTY, AT THE CROSSING OF THE STANDARD OIL CO. PIPE LINE, 25
 FV0008'FEET EAST OF THE EAST RIGHT-OF-WAY LINE, AND IN POLE 23.  NOTE-- IT
 FV0008'WAS SEARCHED FOR BUT NOT RECOVERED IN MARCH 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW3920 ***********************************************************************
 EW3920  DESIGNATION -  842 USGS
 EW3920  PID         -  EW3920
 EW3920  STATE/COUNTY-  CA/SANTA BARBARA
 EW3920  USGS QUAD   -  LAKE CACHUMA (1988)
 EW3920
 EW3920                         *CURRENT SURVEY CONTROL
 EW3920  ___________________________________________________________________
 EW3920* NAD 83(1986)-  34 32 54.     (N)    119 52 54.     (W)     SCALED    
 EW3920* NAVD 88     -       258.73   (+/-2cm)     848.9    (feet)  VERTCON   
 EW3920  ___________________________________________________________________
 EW3920  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW3920  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW3920
 EW3920.The horizontal coordinates were scaled from a topographic map and have
 EW3920.an estimated accuracy of +/- 6 seconds.
 EW3920
 EW3920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW3920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW3920.The vertical order pertains to the NGVD 29 superseded value.
 EW3920
 EW3920.The geoid height was determined by GEOID03.
 EW3920
 EW3920;                    North         East    Units  Estimated Accuracy
 EW3920;SPC CA 5     -   617,900.    1,827,310.      MT  (+/- 180 meters Scaled)
 EW3920
 EW3920                          SUPERSEDED SURVEY CONTROL
 EW3920
 EW3920  NGVD 29 (??/??/92)  257.934  (m)          846.24   (f) ADJ UNCH    1 2
 EW3920
 EW3920.Superseded values are not recommended for survey control.
 EW3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW3920.See file dsdata.txt to determine how the superseded data were derived.
 EW3920
 EW3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU355267(NAD 83)
 EW3920_MARKER: P = PIPE CAP
 EW3920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW3920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW3920_STAMPING: 842 LA
 EW3920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW3920
 EW3920  HISTORY     - Date     Condition        Report By
 EW3920  HISTORY     - UNK      MONUMENTED       USGS
 EW3920  HISTORY     - 1948     GOOD             NGS
 EW3920  HISTORY     - 1960     POOR             NGS
 EW3920
 EW3920                          STATION DESCRIPTION
 EW3920
 EW3920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EW3920'17.9 MI SE FROM LOS OLIVOS.
 EW3920'17.9 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD (STATE HIGHWAY
 EW3920'150) FROM THE GRAMMAR SCHOOL AT LOS OLIVOS, 3.5 MILES EAST ALONG
 EW3920'U.S. HIGHWAY 101 FROM THE SOUTHERN PACIFIC RAILROAD STATION
 EW3920'AT GOLETA, THENCE 14.8 MILES NORTHWEST ALONG SAN MARCOS PASS
 EW3920'ROAD (STATE HIGHWAY 150), ABOUT 100 FEET SOUTH OF SOME OLD
 EW3920'ADOBE RUINS, 52 FEET SOUTH OF A LARGE OAK TREE, 23 FEET NORTHEAST
 EW3920'OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF A FENCE
 EW3920'LINE, AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 EW3920'2 FEET ABOVE THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL OF
 EW3920'THE HIGHWAY.
 EW3920
 EW3920                          STATION RECOVERY (1960)
 EW3920
 EW3920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EW3920'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0171 ***********************************************************************
 FU0171  DESIGNATION -  845+00.00 CAHD
 FU0171  PID         -  FU0171
 FU0171  STATE/COUNTY-  CA/KERN
 FU0171  USGS QUAD   -  WEED PATCH (1992)
 FU0171
 FU0171                         *CURRENT SURVEY CONTROL
 FU0171  ___________________________________________________________________
 FU0171* NAD 83(1986)-  35 09 15.     (N)    118 59 54.     (W)     SCALED    
 FU0171* NAVD 88     -        88.33   (+/-2cm)     289.8    (feet)  VERTCON   
 FU0171  ___________________________________________________________________
 FU0171  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 FU0171  VERT ORDER  -  THIRD (See Below)
 FU0171
 FU0171.The horizontal coordinates were scaled from a topographic map and have
 FU0171.an estimated accuracy of +/- 6 seconds.
 FU0171
 FU0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0171.The vertical order pertains to the NGVD 29 superseded value.
 FU0171
 FU0171.The geoid height was determined by GEOID03.
 FU0171
 FU0171;                    North         East    Units  Estimated Accuracy
 FU0171;SPC CA 5     -   683,940.    1,909,040.      MT  (+/- 180 meters Scaled)
 FU0171
 FU0171                          SUPERSEDED SURVEY CONTROL
 FU0171
 FU0171  NGVD 29 (??/??/??)   87.69   (m)          287.7    (f) RESET       3  
 FU0171
 FU0171.Superseded values are not recommended for survey control.
 FU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0171.See file dsdata.txt to determine how the superseded data were derived.
 FU0171
 FU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU179919(NAD 83)
 FU0171_MARKER: DD = SURVEY DISK
 FU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0171_STAMPING: 845+00.00
 FU0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0171+STABILITY: SURFACE MOTION
 FU0171
 FU0171  HISTORY     - Date     Condition        Report By
 FU0171  HISTORY     - UNK      MONUMENTED       CADH
 FU0171  HISTORY     - 1961     GOOD             NGS
 FU0171  HISTORY     - 1970     MARK NOT FOUND   NGS
 FU0171
 FU0171                          STATION DESCRIPTION
 FU0171
 FU0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU0171'7 MI N FROM METTLER.
 FU0171'7.05 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE OVERPASS OF
 FU0171'STATE HIGHWAY 166 AND 33 AT METTLER, IN R28E T32S S8, 0.3 MILE
 FU0171'NORTH OF THE T JUNCTION OF AN ASPHALT ROAD WEST, BETWEEN THE
 FU0171'EAST AND WEST TRAFFIC LANES OF THE HIGHWAY, 36 1/2 FEET EAST
 FU0171'OF THE CENTER LINE OF THE WEST LANES, 35 FEET WEST OF THE CENTER
 FU0171'LINE OF THE EAST LANES, 98.1 FEET SOUTH OF THE SOUTH END OF THE
 FU0171'EAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER
 FU0171'THE WEST LANES, 0.8 FOOT SOUTH OF A STEEL STATION MARKER POST,
 FU0171'ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 FU0171'A CONCRETE POST FLUSH WITH THE GROUND.
 FU0171
 FU0171                          STATION RECOVERY (1970)
 FU0171
 FU0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0006 ***********************************************************************
 FV0006  DESIGNATION -  846.1
 FV0006  PID         -  FV0006
 FV0006  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0006  USGS QUAD   -  ATASCADERO (1993)
 FV0006
 FV0006                         *CURRENT SURVEY CONTROL
 FV0006  ___________________________________________________________________
 FV0006* NAD 83(1986)-  35 29 24.     (N)    120 38 53.     (W)     SCALED    
 FV0006* NAVD 88     -       258.65   (+/-2cm)     848.6    (feet)  VERTCON   
 FV0006  ___________________________________________________________________
 FV0006  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 FV0006  VERT ORDER  -  FIRST     CLASS I (See Below)
 FV0006
 FV0006.The horizontal coordinates were scaled from a topographic map and have
 FV0006.an estimated accuracy of +/- 6 seconds.
 FV0006
 FV0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0006.The vertical order pertains to the NGVD 29 superseded value.
 FV0006
 FV0006.The geoid height was determined by GEOID03.
 FV0006
 FV0006;                    North         East    Units  Estimated Accuracy
 FV0006;SPC CA 5     -   723,910.    1,759,740.      MT  (+/- 180 meters Scaled)
 FV0006
 FV0006                          SUPERSEDED SURVEY CONTROL
 FV0006
 FV0006  NGVD 29 (??/??/??)  257.678  (m)          845.40   (f) ADJUSTED    1 1
 FV0006
 FV0006.Superseded values are not recommended for survey control.
 FV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0006.See file dsdata.txt to determine how the superseded data were derived.
 FV0006
 FV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE133299(NAD 83)
 FV0006_MARKER: Q = CHISELED SQUARE
 FV0006_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FV0006_SP_SET: SEMAPHORE BASE
 FV0006_MARK LOGO: NONE  
 FV0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0006+STABILITY: SURFACE MOTION
 FV0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FV0006+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1989
 FV0006
 FV0006  HISTORY     - Date     Condition        Report By
 FV0006  HISTORY     - UNK      MONUMENTED       CGS
 FV0006  HISTORY     - 1968     GOOD             NGS
 FV0006  HISTORY     - 19890202 GOOD             NGS
 FV0006
 FV0006                          STATION DESCRIPTION
 FV0006
 FV0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0006'1.2 MI SE FROM ATASCADERO.
 FV0006'1.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0006'FROM THE OVERPASS OVER STATE HIGHWAY 41 AT ATASCADERO, 0.15 MILE
 FV0006'NORTH OF THE CROSSING OF CURBARIL AVENUE, AT THE NORTH END OF
 FV0006'HENRY SIDING, IN THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE
 FV0006'OF SEMAPHORE 227.7, 7.9 FEET EAST OF THE EAST RAIL, DIRECTLY UNDER
 FV0006'A LADDER, AND ABOUT LEVEL WITH THE TRACK.
 FV0006
 FV0006                          STATION RECOVERY (1989)
 FV0006
 FV0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0479 ***********************************************************************
 JS0479  DESIGNATION -  847.40 CAHD
 JS0479  PID         -  JS0479
 JS0479  STATE/COUNTY-  CA/CALAVERAS
 JS0479  USGS QUAD   -  SAN ANDREAS (1962)
 JS0479
 JS0479                         *CURRENT SURVEY CONTROL
 JS0479  ___________________________________________________________________
 JS0479* NAD 83(1986)-  38 12 10.     (N)    120 41 44.     (W)     SCALED    
 JS0479* NAVD 88     -       259.08   (+/-2cm)     850.0    (feet)  VERTCON   
 JS0479  ___________________________________________________________________
 JS0479  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 JS0479  VERT ORDER  -  THIRD (See Below)
 JS0479
 JS0479.The horizontal coordinates were scaled from a topographic map and have
 JS0479.an estimated accuracy of +/- 6 seconds.
 JS0479
 JS0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0479.The vertical order pertains to the NGVD 29 superseded value.
 JS0479
 JS0479.The geoid height was determined by GEOID03.
 JS0479
 JS0479;                    North         East    Units  Estimated Accuracy
 JS0479;SPC CA 3     -   689,000.    1,982,870.      MT  (+/- 180 meters Scaled)
 JS0479
 JS0479                          SUPERSEDED SURVEY CONTROL
 JS0479
 JS0479  NGVD 29 (??/??/??)  258.32   (m)          847.5    (f) RESET       3  
 JS0479
 JS0479.Superseded values are not recommended for survey control.
 JS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0479.See file dsdata.txt to determine how the superseded data were derived.
 JS0479
 JS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH017308(NAD 83)
 JS0479_MARKER: DD = SURVEY DISK
 JS0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0479_SP_SET: CULVERT
 JS0479_STAMPING: 847.40
 JS0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0479
 JS0479  HISTORY     - Date     Condition        Report By
 JS0479  HISTORY     - UNK      MONUMENTED       CADH
 JS0479  HISTORY     - 1957     GOOD             NGS
 JS0479  HISTORY     - 1960     GOOD             NGS
 JS0479
 JS0479                          STATION DESCRIPTION
 JS0479
 JS0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JS0479'1 MI NW FROM SAN ANDREAS.
 JS0479'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 JS0479'AT SAN ANDREAS, IN R12E T4N S18, AT 24-INCH CORRUGATED METAL
 JS0479'PIPE CULVERT B-455+00, IN THE TOP OF THE CENTER OF THE NORTHEAST
 JS0479'CONCRETE HEAD WALL, 23 FEET NORTHEAST OF THE CENTER LINE OF
 JS0479'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 JS0479
 JS0479                          STATION RECOVERY (1960)
 JS0479
 JS0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JS0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0737 ***********************************************************************
 HR0737  DESIGNATION -  849+0822
 HR0737  PID         -  HR0737
 HR0737  STATE/COUNTY-  CA/MARIPOSA
 HR0737  USGS QUAD   -  EL CAPITAN (1992)
 HR0737
 HR0737                         *CURRENT SURVEY CONTROL
 HR0737  ___________________________________________________________________
 HR0737* NAD 83(1986)-  37 37 45.     (N)    119 41 11.     (W)     SCALED    
 HR0737* NAVD 88     -      1691.14   (+/-2cm)    5548.3    (feet)  VERTCON   
 HR0737  ___________________________________________________________________
 HR0737  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HR0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0737
 HR0737.The horizontal coordinates were scaled from a topographic map and have
 HR0737.an estimated accuracy of +/- 6 seconds.
 HR0737
 HR0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0737.The vertical order pertains to the NGVD 29 superseded value.
 HR0737
 HR0737.The geoid height was determined by GEOID03.
 HR0737
 HR0737;                    North         East    Units  Estimated Accuracy
 HR0737;SPC CA 3     -   625,630.    2,071,810.      MT  (+/- 180 meters Scaled)
 HR0737
 HR0737                          SUPERSEDED SURVEY CONTROL
 HR0737
 HR0737  NGVD 29 (??/??/92) 1690.082  (m)         5544.88   (f) ADJ UNCH    2 0
 HR0737
 HR0737.Superseded values are not recommended for survey control.
 HR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0737.See file dsdata.txt to determine how the superseded data were derived.
 HR0737
 HR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB629680(NAD 83)
 HR0737_MARKER: P = PIPE CAP
 HR0737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0737_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0737_STAMPING: 5623.90 849 0822 1931
 HR0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0737+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 HR0737
 HR0737  HISTORY     - Date     Condition        Report By
 HR0737  HISTORY     - 1931     MONUMENTED       BPR
 HR0737  HISTORY     - 1943     GOOD             NGS
 HR0737  HISTORY     - 20070821 GOOD             GEOCAC
 HR0737
 HR0737                          STATION DESCRIPTION
 HR0737
 HR0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HR0737'9.4 MI N FROM WAWONA.
 HR0737'9.4 MILES NORTH ALONG THE YOSEMITE VALLEY ROAD FROM THE POST
 HR0737'OFFICE AT WAWONA, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK,
 HR0737'96 FEET SOUTH OF A CULVERT UNDER A SMALL FILL, 24 FEET EAST
 HR0737'OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE WOODEN
 HR0737'WITNESS POST.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 HR0737'CAP, STAMPED 5623.90 849 0822 1931 AND FASTENED ON THE TOP
 HR0737'OF A 2-INCH GALVANIZED-IRON PIPE.
 HR0737
 HR0737                          STATION RECOVERY (2007)
 HR0737
 HR0737'RECOVERY NOTE BY GEOCACHING 2007 (LTL)
 HR0737'RECOVERED IN GOOD CONDITION.  MARK WAS UNDER SEVERAL INCHES OF
 HR0737'GROUND COVER.  WHITE WOODEN WITNESS POST NOT FOUND.  MARK IS NEAR
 HR0737'CONCRETE POST AND RED METAL STAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4289 ***********************************************************************
 JS4289  DESIGNATION -  85
 JS4289  PID         -  JS4289
 JS4289  STATE/COUNTY-  CA/SACRAMENTO
 JS4289  USGS QUAD   -  CLARKSBURG (1980)
 JS4289
 JS4289                         *CURRENT SURVEY CONTROL
 JS4289  ___________________________________________________________________
 JS4289* NAD 83(1992)-  38 28 31.13252(N)    121 31 25.17046(W)     ADJUSTED  
 JS4289* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JS4289  ___________________________________________________________________
 JS4289  EPOCH DATE  -        1991.35
 JS4289  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 JS4289  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JS4289  HORZ ORDER  -  THIRD
 JS4289
 JS4289.The horizontal coordinates were established by classical geodetic methods
 JS4289.and adjusted by the National Geodetic Survey in March 1994.
 JS4289.The horizontal coordinates are valid at the epoch date displayed above.
 JS4289.The epoch date for horizontal control is a decimal equivalence
 JS4289.of Year/Month/Day.
 JS4289
 JS4289.The orthometric height was scaled from a topographic map.
 JS4289
 JS4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4289
 JS4289.The geoid height was determined by GEOID03.
 JS4289
 JS4289;                    North         East     Units Scale Factor Converg.
 JS4289;SPC CA 2     -   589,874.091 2,041,565.365   MT  0.99997084   +0 18 01.1
 JS4289;SPC CA 2     - 1,935,278.58  6,698,035.70   sFT  0.99997084   +0 18 01.1
 JS4289;UTM  10      - 4,259,586.716   628,781.019   MT  0.99980424   +0 55 07.2
 JS4289
 JS4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4289!SPC CA 2     -   1.00000397  x   0.99997084  =   0.99997481
 JS4289!UTM  10      -   1.00000397  x   0.99980424  =   0.99980821
 JS4289
 JS4289:                Primary Azimuth Mark                     Grid Az
 JS4289:SPC CA 2     -  85 RM 1 AZIMUTH                          014 06 42.1
 JS4289:UTM  10      -  85 RM 1 AZIMUTH                          013 29 36.0
 JS4289
 JS4289|---------------------------------------------------------------------|
 JS4289| PID    Reference Object                     Distance      Geod. Az  |
 JS4289|                                                           dddmmss.s |
 JS4289| DB4122 85 RM 1 AZIMUTH                                    0142443.2 |
 JS4289| JS4283 FREEPORT E TRANSMISSION TOWER       APPROX. 2.0 KM 1155329.4 |
 JS4289| JS4282 FREEPORT W TRANSMISSION TOWER       APPROX. 1.8 KM 1212349.4 |
 JS4289| JS4278 CONTENT                             APPROX. 4.0 KM 1490749.4 |
 JS4289| DB4123 85 RM 2                              16.900 METERS 25603     |
 JS4289| JS4281 EAST SAXON WEST TRANS TOWER         APPROX. 5.2 KM 2681043.7 |
 JS4289| JS4280 EAST SAXON EAST TRANS TOWER         APPROX. 4.9 KM 2682144.2 |
 JS4289| JS4294 GLIDE FERRY N WOOD POWER POLE        67.480 METERS 29624     |
 JS4289| JS4538 BRICKYARD W STK 5 MI SSW SACRA      APPROX. 4.7 KM 3432427.7 |
 JS4289| JS4552 BRICKYARD E STK 5 MI SSW SACRA      APPROX. 4.6 KM 3450245.7 |
 JS4289|---------------------------------------------------------------------|
 JS4289
 JS4289                          SUPERSEDED SURVEY CONTROL
 JS4289
 JS4289  NAD 83(1986)-  38 28 31.12369(N)    121 31 25.16782(W) AD(1984.00) 3
 JS4289  NAD 27      -  38 28 31.45400(N)    121 31 21.32700(W) AD(       ) 3
 JS4289
 JS4289.Superseded values are not recommended for survey control.
 JS4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4289.See file dsdata.txt to determine how the superseded data were derived.
 JS4289
 JS4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2878159587(NAD 83)
 JS4289
 JS4289  HISTORY     - Date     Condition        Report By
 JS4289  HISTORY     - 1931     MONUMENTED       USE
 JS4289  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JS4289  HISTORY     - 1953     SEE DESCRIPTION  CGS
 JS4289  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JS4289
 JS4289                          STATION DESCRIPTION
 JS4289
 JS4289'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JS4289'ABOUT 7 MILES SOUTH OF SACRAMENTO, 1-1/4 MILES NORTHWEST OF
 JS4289'FREEPORT, ON EAST LEVEE OF SACRAMENTO RIVER, AND ON LAND
 JS4289'BELONGING TO FOSTER AND PERRY.  TO REACH FROM FREEPORT, FOLLOW
 JS4289'HIGHWAY 1.2 MILES TOWARD SACRAMENTO, TURN LEFT AND GO THROUGH
 JS4289'CONCRETE RAILROAD UNDERPASS, GO 1 MILE AND TURN LEFT INTO
 JS4289'FARMYARD JUST SOUTH OF WHITE BARN, AND FOLLOW ROAD PASSING
 JS4289'BARN ONTO LEVEE AND STATION SITE.  MARKED BY BRONZE-CAPPED,
 JS4289'3-INCH IRON PIPE IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 JS4289'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS OUTSIDE OF
 JS4289'CORNER OF FIELD, ON WEST SIDE OF LANE LEADING INTO THE
 JS4289'BAUMGARTIEL RESIDENCE, 9 PACES SOUTH OF PAVEMENT, AND 230 PACES
 JS4289'FROM STATION IN AZIMUTH 194 DEG 24 MIN 47 SEC.  NO. 2
 JS4289'IS ON LEVEE AND 16.90 METERS (55.4 FEET) FROM STATION IN
 JS4289'AZIMUTH 76 DEG 03 MIN.  GLIDE FERRY, NORTHERN ONE OF TWO
 JS4289'WOODEN POWER POLES, IS 67.48 METERS (221.4 FEET) FROM
 JS4289'STATION IN AZIMUTH 116 DEG 24 MIN.  AZIMUTH FROM STATION TO
 JS4289'SACRAMENTO, 5 MILES SOUTH-SOUTHWEST OF, BRICKYARD,
 JS4289'WEST STACK, IS 163 DEG 24 MIN 30 SEC.  AND TO SACRAMENTO.
 JS4289'5 MILES SOUTH-SOUTHWEST OF, BRICKYARD, EAST STACK, 165
 JS4289'DEG 02 MIN 48 SEC.
 JS4289
 JS4289                          STATION RECOVERY (1953)
 JS4289
 JS4289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JDK)
 JS4289'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 JS4289'
 JS4289'REFERENCE MARK 1 WAS NOT SEARCHED FOR.
 JS4289
 JS4289                          STATION RECOVERY (1970)
 JS4289
 JS4289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS)
 JS4289'A CAREFUL SEARCH WAS MADE BUT THE STATION MARK AND REFERENCE
 JS4289'MARKS WERE NOT FOUND AND HAVE EITHER BEEN DESTROYED OR COVERED
 JS4289'DURING CONSTRUCTION OR LEVEE REBUILDING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5405 ***********************************************************************
 EW5405  DESIGNATION -  85 FMK USGS
 EW5405  PID         -  EW5405
 EW5405  STATE/COUNTY-  CA/VENTURA
 EW5405  USGS QUAD   -  MATILIJA (1988)
 EW5405
 EW5405                         *CURRENT SURVEY CONTROL
 EW5405  ___________________________________________________________________
 EW5405* NAD 83(1986)-  34 24 01.     (N)    119 17 58.     (W)     SCALED    
 EW5405* NAVD 88     -       164.157  (meters)     538.57   (feet)  READJUSTED
 EW5405  ___________________________________________________________________
 EW5405  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW5405  DYNAMIC HT  -         163.980 (meters)     537.99  (feet)  COMP
 EW5405  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 EW5405
 EW5405  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5405
 EW5405.The horizontal coordinates were scaled from a topographic map and have
 EW5405.an estimated accuracy of +/- 6 seconds.
 EW5405
 EW5405.The orthometric height was determined by differential leveling
 EW5405.and adjusted in February 1993.
 EW5405.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5405.distribution rate of 0.0 thru 1.0 mm/km.
 EW5405.The height was derived from older observations constrained to new
 EW5405.heights in a crustal motion area.  The height is approximate in
 EW5405.relation to other heights in its vicinity.
 EW5405
 EW5405.The geoid height was determined by GEOID03.
 EW5405
 EW5405.The dynamic height is computed by dividing the NAVD 88
 EW5405.geopotential number by the normal gravity value computed on the
 EW5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5405.degrees latitude (g = 980.6199 gals.).
 EW5405
 EW5405.The modeled gravity was interpolated from observed gravity values.
 EW5405
 EW5405;                    North         East    Units  Estimated Accuracy
 EW5405;SPC CA 5     -   600,640.    1,880,530.      MT  (+/- 180 meters Scaled)
 EW5405
 EW5405                          SUPERSEDED SURVEY CONTROL
 EW5405
 EW5405  NGVD 29 (??/??/92)  163.392  (m)          536.06   (f) ADJ UNCH    1 1
 EW5405
 EW5405.Superseded values are not recommended for survey control.
 EW5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5405.See file dsdata.txt to determine how the superseded data were derived.
 EW5405
 EW5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU886089(NAD 83)
 EW5405_MARKER: DB = BENCH MARK DISK
 EW5405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5405_SP_SET: CURB
 EW5405_STAMPING: 85 FMK 1973
 EW5405
 EW5405  HISTORY     - Date     Condition        Report By
 EW5405  HISTORY     - UNK      MONUMENTED
 EW5405  HISTORY     - 1977     GOOD             NGS
 EW5405
 EW5405                          STATION DESCRIPTION
 EW5405
 EW5405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5405'5.2 MI SW FROM OJAI.
 EW5405'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5405'OJAI, THENCE 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5405'JUNCTION OF OJAI DRIVE, AT OAK VIEW, IN THE EAST CURB, 46.0 FT. NORTH
 EW5405'OF THE CENTER LINE OF OJAI DRIVE, 32.0 FT. EAST OF THE CENTER LINE OF
 EW5405'THE HIGHWAY (VENTURA AVE), 2.0 FT. SOUTH OF POWER POLE 1649294E, 5.5
 EW5405'FT. NORTHWEST OF A 6-INCH ALUMINUM POLE SUPPORTING TRAFFIC LIGHTS AND
 EW5405'PEDESTRIAN WALK SIGNS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1583 ***********************************************************************
 JT1583  DESIGNATION -  85 S
 JT1583  PID         -  JT1583
 JT1583  STATE/COUNTY-  CA/NAPA
 JT1583  USGS QUAD   -  NAPA (1980)
 JT1583
 JT1583                         *CURRENT SURVEY CONTROL
 JT1583  ___________________________________________________________________
 JT1583* NAD 83(1986)-  38 19 32.     (N)    122 16 27.     (W)     SCALED    
 JT1583* NAVD 88     -        10.54   (+/-2cm)      34.6    (feet)  VERTCON   
 JT1583  ___________________________________________________________________
 JT1583  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JT1583  VERT ORDER  -  FIRST     CLASS I (See Below)
 JT1583
 JT1583.The horizontal coordinates were scaled from a topographic map and have
 JT1583.an estimated accuracy of +/- 6 seconds.
 JT1583
 JT1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1583.The vertical order pertains to the NGVD 29 superseded value.
 JT1583
 JT1583.The geoid height was determined by GEOID03.
 JT1583
 JT1583;                    North         East    Units  Estimated Accuracy
 JT1583;SPC CA 2     -   573,180.    1,976,030.      MT  (+/- 180 meters Scaled)
 JT1583
 JT1583                          SUPERSEDED SURVEY CONTROL
 JT1583
 JT1583  NGVD 29 (??/??/92)    9.748  (m)           31.98   (f) ADJ UNCH    1 1
 JT1583
 JT1583.Superseded values are not recommended for survey control.
 JT1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1583.See file dsdata.txt to determine how the superseded data were derived.
 JT1583
 JT1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH634421(NAD 83)
 JT1583_MARKER: DD = SURVEY DISK
 JT1583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT1583_SP_SET: GUARD RAIL ON BRIDGE
 JT1583_STAMPING: 85 S 1947
 JT1583_MARK LOGO: USGS  
 JT1583_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1583
 JT1583  HISTORY     - Date     Condition        Report By
 JT1583  HISTORY     - 1947     MONUMENTED       USGS
 JT1583  HISTORY     - 19720101 GOOD             CA2330
 JT1583
 JT1583                          STATION DESCRIPTION
 JT1583
 JT1583'DESCRIBED BY CITY OF NAPA CALIFORNIA 1972
 JT1583'2.4 MI (3.9 KM) NORTHEAST FROM THE COUNTY COURTHOUSE AT NAPA, AT THE
 JT1583'NORTHWEST CORNER OF THE ORIGINAL INTERSECTION OF SILVERADO TRAIL
 JT1583'(HIGHWAY 121) AND MONTICELLO ROAD, 12 FT (3.7 M) NORTH OF CENTERLINE
 JT1583'OF SILVERADO TRAIL, 66 FT (20.1 M) WEST OF CENTERLINE ON MONTICELLO
 JT1583'ROAD SET ON TOP OF MASONRY GUARD RAIL AT NORTHEAST CORNER OF OLD
 JT1583'STONE BRIDGE OVER MILLIKEN CREEK, APPROXIMATELY 2.5 FT (0.8 M) ABOVE
 JT1583'THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0343 ***********************************************************************
 GU0343  DESIGNATION -  85.05 R
 GU0343  PID         -  GU0343
 GU0343  STATE/COUNTY-  CA/MERCED
 GU0343  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0343
 GU0343                         *CURRENT SURVEY CONTROL
 GU0343  ___________________________________________________________________
 GU0343* NAD 83(1986)-  36 56 44.     (N)    120 50 19.     (W)     SCALED    
 GU0343* NAVD 88     -        70.93   (+/-2cm)     232.7    (feet)  VERTCON   
 GU0343  ___________________________________________________________________
 GU0343  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0343  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0343
 GU0343.The horizontal coordinates were scaled from a topographic map and have
 GU0343.an estimated accuracy of +/- 6 seconds.
 GU0343
 GU0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0343.The vertical order pertains to the NGVD 29 superseded value.
 GU0343
 GU0343.The geoid height was determined by GEOID03.
 GU0343
 GU0343;                    North         East    Units  Estimated Accuracy
 GU0343;SPC CA 3     -   549,500.    1,969,840.      MT  (+/- 180 meters Scaled)
 GU0343
 GU0343                          SUPERSEDED SURVEY CONTROL
 GU0343
 GU0343  NGVD 29 (??/??/??)   70.085  (m)          229.94   (f) ADJUSTED    1 1
 GU0343
 GU0343.Superseded values are not recommended for survey control.
 GU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0343.See file dsdata.txt to determine how the superseded data were derived.
 GU0343
 GU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF924910(NAD 83)
 GU0343_MARKER: DD = SURVEY DISK
 GU0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0343_SP_SET: DRAIN INLET
 GU0343_STAMPING: 85.05 R
 GU0343_MARK LOGO: BOR   
 GU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0343+STABILITY: SURFACE MOTION
 GU0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0343+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 GU0343
 GU0343  HISTORY     - Date     Condition        Report By
 GU0343  HISTORY     - UNK      MONUMENTED       BOR
 GU0343  HISTORY     - 1967     GOOD             NGS
 GU0343  HISTORY     - 1975     GOOD             NGS
 GU0343  HISTORY     - 19881121 GOOD             NGS
 GU0343
 GU0343                          STATION DESCRIPTION
 GU0343
 GU0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0343'1.6 MI N FROM DOS AMIGOS PUMP PLANT.
 GU0343'1.65 MILES NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0343'AMIGOS PUMP PLANT, 0.02 MILE NORTHWEST OF MERCY SPRINGS ROAD
 GU0343'BRIDGE OVER THE AQUEDUCT, IN THE TOP AND 0.4 FOOT NORTHWEST OF
 GU0343'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN
 GU0343'INLET STRUCTURE DI 85.05, 19 FEET SOUTHWEST OF THE CENTER LINE
 GU0343'OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 GU0343'ROAD.
 GU0343
 GU0343                          STATION RECOVERY (1975)
 GU0343
 GU0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0343'RECOVERED IN GOOD CONDITION.
 GU0343
 GU0343                          STATION RECOVERY (1988)
 GU0343
 GU0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0346 ***********************************************************************
 GU0346  DESIGNATION -  85.07 L
 GU0346  PID         -  GU0346
 GU0346  STATE/COUNTY-  CA/MERCED
 GU0346  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0346
 GU0346                         *CURRENT SURVEY CONTROL
 GU0346  ___________________________________________________________________
 GU0346* NAD 83(1986)-  36 56 46.     (N)    120 50 17.     (W)     SCALED    
 GU0346* NAVD 88     -        72.283  (meters)     237.15   (feet)  ADJUSTED  
 GU0346  ___________________________________________________________________
 GU0346  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GU0346  DYNAMIC HT  -          72.224 (meters)     236.95  (feet)  COMP
 GU0346  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 GU0346
 GU0346  VERT ORDER  -  FIRST     CLASS I
 GU0346
 GU0346.The horizontal coordinates were scaled from a topographic map and have
 GU0346.an estimated accuracy of +/- 6 seconds.
 GU0346
 GU0346.The orthometric height was determined by differential leveling
 GU0346.and adjusted in June 1991.
 GU0346
 GU0346.The geoid height was determined by GEOID03.
 GU0346
 GU0346.The dynamic height is computed by dividing the NAVD 88
 GU0346.geopotential number by the normal gravity value computed on the
 GU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0346.degrees latitude (g = 980.6199 gals.).
 GU0346
 GU0346.The modeled gravity was interpolated from observed gravity values.
 GU0346
 GU0346;                    North         East    Units  Estimated Accuracy
 GU0346;SPC CA 3     -   549,570.    1,969,890.      MT  (+/- 180 meters Scaled)
 GU0346
 GU0346                          SUPERSEDED SURVEY CONTROL
 GU0346
 GU0346  NGVD 29 (??/??/92)   71.776  (m)          235.49   (f) ADJ UNCH    1 1
 GU0346
 GU0346.Superseded values are not recommended for survey control.
 GU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0346.See file dsdata.txt to determine how the superseded data were derived.
 GU0346
 GU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF925910(NAD 83)
 GU0346_MARKER: DD = SURVEY DISK
 GU0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0346_SP_SET: WINGWALL
 GU0346_STAMPING: 85.07 L
 GU0346_MARK LOGO: BOR   
 GU0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0346+STABILITY: SURFACE MOTION
 GU0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0346+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 GU0346
 GU0346  HISTORY     - Date     Condition        Report By
 GU0346  HISTORY     - UNK      MONUMENTED       BOR
 GU0346  HISTORY     - 1968     GOOD             NGS
 GU0346  HISTORY     - 1972     GOOD             NGS
 GU0346  HISTORY     - 19881121 GOOD             NGS
 GU0346
 GU0346                          STATION DESCRIPTION
 GU0346
 GU0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0346'1.6 MI N FROM DOS AMIGOS PUMP PLANT.
 GU0346'1.65 MILES NORTH ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0346'AMIGOS PUMP PLANT, IN THE TOP AND 2.9 FEET SOUTH OF THE NORTH
 GU0346'END OF THE NORTHWEST CONCRETE WING WALL OF MERCY SPRINGS ROAD
 GU0346'BRIDGE OVER THE AQUEDUCT, 14 FEET WEST OF THE CENTER LINE OF
 GU0346'THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 GU0346
 GU0346                          STATION RECOVERY (1972)
 GU0346
 GU0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0346'RECOVERED IN GOOD CONDITION.
 GU0346
 GU0346                          STATION RECOVERY (1988)
 GU0346
 GU0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0345 ***********************************************************************
 GU0345  DESIGNATION -  85.07 R
 GU0345  PID         -  GU0345
 GU0345  STATE/COUNTY-  CA/MERCED
 GU0345  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0345
 GU0345                         *CURRENT SURVEY CONTROL
 GU0345  ___________________________________________________________________
 GU0345* NAD 83(1986)-  36 56 44.     (N)    120 50 19.     (W)     SCALED    
 GU0345* NAVD 88     -        70.77   (+/-2cm)     232.2    (feet)  VERTCON   
 GU0345  ___________________________________________________________________
 GU0345  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0345  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0345
 GU0345.The horizontal coordinates were scaled from a topographic map and have
 GU0345.an estimated accuracy of +/- 6 seconds.
 GU0345
 GU0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0345.The vertical order pertains to the NGVD 29 superseded value.
 GU0345
 GU0345.The geoid height was determined by GEOID03.
 GU0345
 GU0345;                    North         East    Units  Estimated Accuracy
 GU0345;SPC CA 3     -   549,500.    1,969,840.      MT  (+/- 180 meters Scaled)
 GU0345
 GU0345                          SUPERSEDED SURVEY CONTROL
 GU0345
 GU0345  NGVD 29 (??/??/??)   69.918  (m)          229.39   (f) ADJUSTED    1 1
 GU0345
 GU0345.Superseded values are not recommended for survey control.
 GU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0345.See file dsdata.txt to determine how the superseded data were derived.
 GU0345
 GU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF924910(NAD 83)
 GU0345_MARKER: DD = SURVEY DISK
 GU0345_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GU0345_SP_SET: FOUNDATION
 GU0345_STAMPING: 85.07 R
 GU0345_MARK LOGO: BOR   
 GU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0345+STABILITY: SURFACE MOTION
 GU0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0345+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1988
 GU0345
 GU0345  HISTORY     - Date     Condition        Report By
 GU0345  HISTORY     - UNK      MONUMENTED       BOR
 GU0345  HISTORY     - 1967     GOOD             NGS
 GU0345  HISTORY     - 1975     GOOD             NGS
 GU0345  HISTORY     - 19881118 GOOD             NGS
 GU0345
 GU0345                          STATION DESCRIPTION
 GU0345
 GU0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0345'1.6 MI N FROM DOS AMIGOS PUMP PLANT.
 GU0345'1.65 MILES NORTH ALONG THE CALIFORINA AQUEDUCT FROM THE DOS
 GU0345'AMIGOS PUMP PLANT, 110 FEET NORTHWEST OF THE CENTER LINE OF
 GU0345'MERCY SPRINGS ROAD, IN THE TOP OF THE WEST CORNER OF A 9- BY
 GU0345'14-FOOT CONCRETE FOUNDATION FOR A ELECTRIC PUMP, 35 FEET SOUTHWEST
 GU0345'OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 2 FEET
 GU0345'LOWER THAN THE ROAD.
 GU0345
 GU0345                          STATION RECOVERY (1975)
 GU0345
 GU0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0345'RECOVERED IN GOOD CONDITION.
 GU0345
 GU0345                          STATION RECOVERY (1988)
 GU0345
 GU0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0362 ***********************************************************************
 GU0362  DESIGNATION -  85.09 USBR
 GU0362  PID         -  GU0362
 GU0362  STATE/COUNTY-  CA/MERCED
 GU0362  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0362
 GU0362                         *CURRENT SURVEY CONTROL
 GU0362  ___________________________________________________________________
 GU0362* NAD 83(1986)-  36 58 10.     (N)    120 49 54.     (W)     SCALED    
 GU0362* NAVD 88     -        53.39   (+/-2cm)     175.2    (feet)  VERTCON   
 GU0362  ___________________________________________________________________
 GU0362  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0362
 GU0362.The horizontal coordinates were scaled from a topographic map and have
 GU0362.an estimated accuracy of +/- 6 seconds.
 GU0362
 GU0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0362.The vertical order pertains to the NGVD 29 superseded value.
 GU0362
 GU0362.The geoid height was determined by GEOID03.
 GU0362
 GU0362;                    North         East    Units  Estimated Accuracy
 GU0362;SPC CA 3     -   552,150.    1,970,470.      MT  (+/- 180 meters Scaled)
 GU0362
 GU0362                          SUPERSEDED SURVEY CONTROL
 GU0362
 GU0362  NGVD 29 (??/??/92)   52.558  (m)          172.43   (f) ADJ UNCH    2 0
 GU0362
 GU0362.Superseded values are not recommended for survey control.
 GU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0362.See file dsdata.txt to determine how the superseded data were derived.
 GU0362
 GU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF930936(NAD 83)
 GU0362_MARKER: DD = SURVEY DISK
 GU0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0362_SP_SET: DAM PIER
 GU0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0362
 GU0362  HISTORY     - Date     Condition        Report By
 GU0362  HISTORY     - UNK      MONUMENTED       BOR
 GU0362  HISTORY     - 1955     GOOD             NGS
 GU0362  HISTORY     - 1972     GOOD             NGS
 GU0362
 GU0362                          STATION DESCRIPTION
 GU0362
 GU0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0362'7 MI S FROM LOS BANOS.
 GU0362'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM
 GU0362'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 5.4 MILES
 GU0362'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 0.7 MILE SOUTH
 GU0362'ALONG THE DELTA - MENDOTA CANAL, AT CANAL MILEAGE 85.09, AT A
 GU0362'CONCRETE CHECK DAM ACROSS THE CANAL, IN THE TOP OF THE NORTHWEST
 GU0362'END OF THE NORTHEAST CONCRETE PIER, 2.0 FEET NORTHWEST OF THE
 GU0362'NORTHWEST HEADRAIL, ABOUT LEVEL WITH THE CATWALK, AND ABOUT
 GU0362'4 FEET LOWER THAN THE ROAD.
 GU0362
 GU0362                          STATION RECOVERY (1972)
 GU0362
 GU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0404 ***********************************************************************
 DB0404  DESIGNATION -  85.160
 DB0404  PID         -  DB0404
 DB0404  STATE/COUNTY-  CA/IMPERIAL
 DB0404  USGS QUAD   -  MIDWAY WELL NW (1979)
 DB0404
 DB0404                         *CURRENT SURVEY CONTROL
 DB0404  ___________________________________________________________________
 DB0404* NAD 83(1986)-  32 42 24.     (N)    115 12 57.     (W)     SCALED    
 DB0404* NAVD 88     -        26.722  (meters)      87.67   (feet)  ADJUSTED  
 DB0404  ___________________________________________________________________
 DB0404  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DB0404  DYNAMIC HT  -          26.692 (meters)      87.57  (feet)  COMP
 DB0404  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 DB0404
 DB0404  VERT ORDER  -  SECOND    CLASS I
 DB0404
 DB0404.The horizontal coordinates were scaled from a topographic map and have
 DB0404.an estimated accuracy of +/- 6 seconds.
 DB0404
 DB0404.The orthometric height was determined by differential leveling
 DB0404.and adjusted in March 1994.
 DB0404
 DB0404.The geoid height was determined by GEOID03.
 DB0404
 DB0404.The dynamic height is computed by dividing the NAVD 88
 DB0404.geopotential number by the normal gravity value computed on the
 DB0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0404.degrees latitude (g = 980.6199 gals.).
 DB0404
 DB0404.The modeled gravity was interpolated from observed gravity values.
 DB0404
 DB0404;                    North         East    Units  Estimated Accuracy
 DB0404;SPC CA 6     -   560,370.    2,096,960.      MT  (+/- 180 meters Scaled)
 DB0404
 DB0404                          SUPERSEDED SURVEY CONTROL
 DB0404
 DB0404  NGVD 29 (??/??/??)   26.018  (m)           85.36   (f) ADJUSTED    2 1
 DB0404
 DB0404.Superseded values are not recommended for survey control.
 DB0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0404.See file dsdata.txt to determine how the superseded data were derived.
 DB0404
 DB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS672201(NAD 83)
 DB0404_MARKER: DD = SURVEY DISK
 DB0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0404_SP_SET: CONCRETE POST
 DB0404_STAMPING: 85.160
 DB0404_MARK LOGO: BOR   
 DB0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0404+STABILITY: SURFACE MOTION
 DB0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0404+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 DB0404
 DB0404  HISTORY     - Date     Condition        Report By
 DB0404  HISTORY     - UNK      MONUMENTED       BOR
 DB0404  HISTORY     - 1972     GOOD             NGS
 DB0404  HISTORY     - 1974     GOOD
 DB0404  HISTORY     - 1977     GOOD
 DB0404  HISTORY     - 1980     GOOD             BOR
 DB0404  HISTORY     - 1986     GOOD             CA-025
 DB0404  HISTORY     - 19881010 GOOD             CA-025
 DB0404  HISTORY     - 19911023 GOOD             CA-025
 DB0404
 DB0404                          STATION DESCRIPTION
 DB0404
 DB0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0404'8.5 MI SE FROM HOLTVILLE.
 DB0404'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0404'PROCEED S. ON 115 ABOUT 7 MILES TO THE INTERSECTION OF STATE
 DB0404'HIGHWAYS 115 AND 98, KNOWN LOCALLY AS BONDS CORNER, THEN PROCEED
 DB0404'E. 7.4 MILES ON HIGHWAY 98, THEN S. ABOUT 2,000 FT. TO THE ALL
 DB0404'AMERICAN CANAL AND POWER DROP 4, FOLLOW THE N. CANAL BANK E.
 DB0404'APPROXIMATELY 0.2 MILES.  THE MARK IS LOCATED UNDER A DOUBLE
 DB0404'POLE POWER LINE WHICH IS 300 FT. N. OF THE CANAL BANK.  THE MARK
 DB0404'IS SET ON A CONCRETE CYLINDER AND PROJECTS 1.7 FT. ABOVE THE
 DB0404'GROUND.  SECTION 3, T17S., R17E.
 DB0404
 DB0404                          STATION RECOVERY (1974)
 DB0404
 DB0404'RECOVERED 1974
 DB0404'RECOVERED IN GOOD CONDITION.
 DB0404
 DB0404                          STATION RECOVERY (1977)
 DB0404
 DB0404'RECOVERED 1977
 DB0404'RECOVERED IN GOOD CONDITION.
 DB0404
 DB0404                          STATION RECOVERY (1980)
 DB0404
 DB0404'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0404'RECOVERED IN GOOD CONDITION.
 DB0404
 DB0404                          STATION RECOVERY (1986)
 DB0404
 DB0404'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1986
 DB0404'RECOVERED IN GOOD CONDITION.
 DB0404
 DB0404                          STATION RECOVERY (1988)
 DB0404
 DB0404'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0404'RECOVERED IN GOOD CONDITION.
 DB0404
 DB0404                          STATION RECOVERY (1991)
 DB0404
 DB0404'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0404'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0404'PROCEED SOUTH ON 115 ABOUT 7 MI (11.3 KM) TO THE INTERSECTION OF
 DB0404'STATE HIGHWAYS 115 AND 98, KNOWN LOCALLY AS BONDS CORNER, THEN
 DB0404'PROCEED EAST 7.4 MI (11.9 KM) ON HIGHWAY 98, THEN SOUTH ABOUT 2,000
 DB0404'FT TO THE ALL AMERICAN CANAL AND POWER DROP 4, FOLLOW THE NORTH CANAL
 DB0404'BANK EAST APPROXIMATELY 0.2 MI (0.3 KM).  THE MARK IS LOCATED UNDER
 DB0404'A DOUBLE POLE POWER LINE WHICH IS 300 FT (91.4 M) NORTH OF THE CANAL
 DB0404'BANK.  THE MARK IS SET ON A CONCRETE CYLINDER AND PROJECTS 1.7 FT
 DB0404'(0.5 M) ABOVE THE GROUND.  SECTION 3, T17S, R17E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6127 ***********************************************************************
 EW6127  DESIGNATION -  850 BSF HORN
 EW6127  PID         -  EW6127
 EW6127  STATE/COUNTY-  CA/VENTURA
 EW6127  USGS QUAD   -  POINT MUGU (1967)
 EW6127
 EW6127                         *CURRENT SURVEY CONTROL
 EW6127  ___________________________________________________________________
 EW6127* NAD 83(1986)-  34 07 09.     (N)    119 09 27.     (W)     SCALED    
 EW6127* NAVD 88     -        35.33   (+/-2cm)     115.9    (feet)  VERTCON   
 EW6127  ___________________________________________________________________
 EW6127  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6127
 EW6127.The horizontal coordinates were scaled from a topographic map and have
 EW6127.an estimated accuracy of +/- 6 seconds.
 EW6127
 EW6127.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6127.The vertical order pertains to the NGVD 29 superseded value.
 EW6127
 EW6127.The geoid height was determined by GEOID03.
 EW6127
 EW6127;                    North         East    Units  Estimated Accuracy
 EW6127;SPC CA 5     -   569,300.    1,893,220.      MT  (+/- 180 meters Scaled)
 EW6127
 EW6127                          SUPERSEDED SURVEY CONTROL
 EW6127
 EW6127  NGVD 29 (??/??/92)   34.598  (m)          113.51   (f) ADJ UNCH    2 0
 EW6127
 EW6127.Superseded values are not recommended for survey control.
 EW6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6127.See file dsdata.txt to determine how the superseded data were derived.
 EW6127
 EW6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT010774(NAD 83)
 EW6127_MARKER: Z = SEE DESCRIPTION
 EW6127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6127_SP_SET: TOWER
 EW6127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6127
 EW6127  HISTORY     - Date     Condition        Report By
 EW6127  HISTORY     - UNK      MONUMENTED       RBNF
 EW6127  HISTORY     - 1965     GOOD             NGS
 EW6127  HISTORY     - 1966     GOOD             NGS
 EW6127
 EW6127                          STATION DESCRIPTION
 EW6127
 EW6127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6127'AT PT MUGU NAS.
 EW6127'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT THE POINT
 EW6127'MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE LEFT
 EW6127'FORK, THENCE 1.3 MILE WEST ALONG 13TH STREET, THENCE 1.05
 EW6127'MILES SOUTHWEST ALONG SOUTH L AVENUE, THENCE 0.75 MILE NORTHWEST
 EW6127'ALONG BEACH ROAD, THENCE 1.45 MILES NORTH AND NORTHWEST ALONG
 EW6127'THE RIGHT FORK, THENCE 0.15 MILE NORTHWESTERLY ALONG AN ASPHALT
 EW6127'ROAD, (CROSSING A FOOT-BRIDGE OVER A WIDE DITCH AT THE WEST SIDE
 EW6127'OF BUILDING NO. 851) THENCE 100 YARDS SOUTH TO A 3-LEGGED STEEL
 EW6127'TOWER AT BUILDING NO. 855.  AN ELEVATION WAS ESTABLISHED ON THE
 EW6127'CENTER OF THE REAR OF A TAPERING, WHITE-PAINTED METAL HORN MOUNTED
 EW6127'AT THE TOP OF THE TOWER.  IT IS THE UPPER ONE OF TWO IDENTICAL
 EW6127'HORNS AND IS RECTANGULAR IN CROSS-SECTION.
 EW6127
 EW6127                          STATION RECOVERY (1966)
 EW6127
 EW6127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW6127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2761 ***********************************************************************
 DX2761  DESIGNATION -  851
 DX2761  PID         -  DX2761
 DX2761  STATE/COUNTY-  CA/RIVERSIDE
 DX2761  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2761
 DX2761                         *CURRENT SURVEY CONTROL
 DX2761  ___________________________________________________________________
 DX2761* NAD 83(1986)-  33 58 59.     (N)    117 22 27.     (W)     SCALED    
 DX2761* NAVD 88     -       260.43   (+/-2cm)     854.4    (feet)  VERTCON   
 DX2761  ___________________________________________________________________
 DX2761  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DX2761  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2761
 DX2761.The horizontal coordinates were scaled from a topographic map and have
 DX2761.an estimated accuracy of +/- 6 seconds.
 DX2761
 DX2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2761.The vertical order pertains to the NGVD 29 superseded value.
 DX2761
 DX2761.The geoid height was determined by GEOID03.
 DX2761
 DX2761;                    North         East    Units  Estimated Accuracy
 DX2761;SPC CA 6     -   702,010.    1,896,120.      MT  (+/- 180 meters Scaled)
 DX2761
 DX2761                          SUPERSEDED SURVEY CONTROL
 DX2761
 DX2761  NGVD 29 (??/??/??)  259.676  (m)          851.95   (f) ADJUSTED    1 2
 DX2761
 DX2761.Superseded values are not recommended for survey control.
 DX2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2761.See file dsdata.txt to determine how the superseded data were derived.
 DX2761
 DX2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT654603(NAD 83)
 DX2761_MARKER: DD = SURVEY DISK
 DX2761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DX2761_SP_SET: BUILDING
 DX2761_STAMPING: 851
 DX2761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2761
 DX2761  HISTORY     - Date     Condition        Report By
 DX2761  HISTORY     - UNK      MONUMENTED       CGS
 DX2761  HISTORY     - 1934     GOOD             NGS
 DX2761
 DX2761                          STATION DESCRIPTION
 DX2761
 DX2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DX2761'AT RIVERSIDE.
 DX2761'AT RIVERSIDE, RIVERSIDE COUNTY, AT HUNTS GOLDEN STATE THEATRE,
 DX2761'AT THE RIGHT OF THE MAIN ENTRANCE, IN AN ALCOVE AND 4 FEET
 DX2761'ABOVE THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 DX2761'STAMPED 851.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6122 ***********************************************************************
 EW6122  DESIGNATION -  851 BSF HORN
 EW6122  PID         -  EW6122
 EW6122  STATE/COUNTY-  CA/VENTURA
 EW6122  USGS QUAD   -  POINT MUGU (1967)
 EW6122
 EW6122                         *CURRENT SURVEY CONTROL
 EW6122  ___________________________________________________________________
 EW6122* NAD 83(1986)-  34 07 09.     (N)    119 09 27.     (W)     SCALED    
 EW6122* NAVD 88     -        34.39   (+/-2cm)     112.8    (feet)  VERTCON   
 EW6122  ___________________________________________________________________
 EW6122  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EW6122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6122
 EW6122.The horizontal coordinates were scaled from a topographic map and have
 EW6122.an estimated accuracy of +/- 6 seconds.
 EW6122
 EW6122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6122.The vertical order pertains to the NGVD 29 superseded value.
 EW6122
 EW6122.The geoid height was determined by GEOID03.
 EW6122
 EW6122;                    North         East    Units  Estimated Accuracy
 EW6122;SPC CA 5     -   569,300.    1,893,220.      MT  (+/- 180 meters Scaled)
 EW6122
 EW6122                          SUPERSEDED SURVEY CONTROL
 EW6122
 EW6122  NGVD 29 (??/??/92)   33.654  (m)          110.41   (f) ADJ UNCH    2 0
 EW6122
 EW6122.Superseded values are not recommended for survey control.
 EW6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6122.See file dsdata.txt to determine how the superseded data were derived.
 EW6122
 EW6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT010774(NAD 83)
 EW6122_MARKER: Z = SEE DESCRIPTION
 EW6122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6122_SP_SET: TOWER
 EW6122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6122
 EW6122  HISTORY     - Date     Condition        Report By
 EW6122  HISTORY     - UNK      MONUMENTED       RBNF
 EW6122  HISTORY     - 1965     GOOD             NGS
 EW6122  HISTORY     - 1966     GOOD             NGS
 EW6122
 EW6122                          STATION DESCRIPTION
 EW6122
 EW6122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6122'AT POINT MUGU NAS.
 EW6122'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT
 EW6122'THE POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG
 EW6122'THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE
 EW6122'1.05 MILES SOUTHWEST ALONG SOUTH L AVENUE, THENCE 0.75 MILE
 EW6122'NORTHWEST ALONG BEACH ROAD, THENCE 1.45 MILES NORTH AND NORTHWEST
 EW6122'ALONG THE RIGHT FORK, THENCE 0.15 MILE NORTHWESTERLY ALONG AN
 EW6122'ASPHALT ROAD, (CROSSING A FOOT-BRIDGE OVER A WIDE DITCH AT THE
 EW6122'WEST SIDE OF BUILDING NO. 851) THENCE 100 YARDS SOUTH TO A
 EW6122'3-LEGGED STEEL TOWER AT BUILDING NO. 855.  AN ELEVATION WAS
 EW6122'ESTABLISHED ON THE CENTER OF THE REAR OF A TAPERING, WHITE-PAINTED
 EW6122'METAL HORN MOUNTED AT THE TOP OF THE TOWER.  IT IS THE LOWER
 EW6122'ONE OF TWO IDENTICAL HORNS AND IS RECTANGULAR IN CROSS-SECTION.
 EW6122
 EW6122                          STATION RECOVERY (1966)
 EW6122
 EW6122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW6122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2760 ***********************************************************************
 DX2760  DESIGNATION -  851 RESET
 DX2760  PID         -  DX2760
 DX2760  STATE/COUNTY-  CA/RIVERSIDE
 DX2760  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2760
 DX2760                         *CURRENT SURVEY CONTROL
 DX2760  ___________________________________________________________________
 DX2760* NAD 83(1986)-  33 59 00.     (N)    117 22 28.     (W)     SCALED    
 DX2760* NAVD 88     -       260.392  (meters)     854.30   (feet)  ADJUSTED  
 DX2760  ___________________________________________________________________
 DX2760  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DX2760  DYNAMIC HT  -         260.107 (meters)     853.37  (feet)  COMP
 DX2760  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 DX2760
 DX2760  VERT ORDER  -  FIRST     CLASS II
 DX2760
 DX2760.The horizontal coordinates were scaled from a topographic map and have
 DX2760.an estimated accuracy of +/- 6 seconds.
 DX2760
 DX2760.The orthometric height was determined by differential leveling
 DX2760.and adjusted in June 1991.
 DX2760
 DX2760.The geoid height was determined by GEOID03.
 DX2760
 DX2760.The dynamic height is computed by dividing the NAVD 88
 DX2760.geopotential number by the normal gravity value computed on the
 DX2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2760.degrees latitude (g = 980.6199 gals.).
 DX2760
 DX2760.The modeled gravity was interpolated from observed gravity values.
 DX2760
 DX2760;                    North         East    Units  Estimated Accuracy
 DX2760;SPC CA 6     -   702,040.    1,896,100.      MT  (+/- 180 meters Scaled)
 DX2760
 DX2760                          SUPERSEDED SURVEY CONTROL
 DX2760
 DX2760  NGVD 29 (??/??/??)  259.622  (m)          851.78   (f) ADJUSTED    1 2
 DX2760
 DX2760.Superseded values are not recommended for survey control.
 DX2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2760.See file dsdata.txt to determine how the superseded data were derived.
 DX2760
 DX2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT654603(NAD 83)
 DX2760_MARKER: DD = SURVEY DISK
 DX2760_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DX2760_SP_SET: BUILDING
 DX2760_STAMPING: 851
 DX2760_MARK LOGO: USGS  
 DX2760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX2760
 DX2760  HISTORY     - Date     Condition        Report By
 DX2760  HISTORY     - UNK      MONUMENTED       USGS
 DX2760  HISTORY     - 1961     GOOD             NGS
 DX2760  HISTORY     - 1977     GOOD             NGS
 DX2760  HISTORY     - 1988     GOOD             NGS
 DX2760
 DX2760                          STATION DESCRIPTION
 DX2760
 DX2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2760'AT RIVERSIDE.
 DX2760'AT RIVERSIDE, ALONG SEVENTH STREET ABOUT MIDWAY BETWEEN MAIN
 DX2760'AND MARKET STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 DX2760'GOLDEN STATE THEATER BUILDING, 66 FEET SOUTHEAST OF THE CENTER
 DX2760'LINE OF AN ALLEY, 18 FEET NORTHEAST OF THE NORTHEAST CURB OF
 DX2760'SEVENTH STREET, 1.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 DX2760'THE BUILDING, 4 1/2 FEET ABOVE THE SIDE WALK, THE WALL HAS BEEN
 DX2760'RESURFACED AND THE MARK IS NOW 0.4 FOOT BACK FROM THE FACE,
 DX2760'ACCESS IS HAD THORUGH A 4-INCH BRASS PIPE.
 DX2760
 DX2760                          STATION RECOVERY (1977)
 DX2760
 DX2760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2760'RECOVERED IN GOOD CONDITION.
 DX2760
 DX2760                          STATION RECOVERY (1988)
 DX2760
 DX2760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU1708 ***********************************************************************
 GU1708  DESIGNATION -  852
 GU1708  PID         -  GU1708
 GU1708  STATE/COUNTY-  CA/FRESNO
 GU1708  USGS QUAD   -  CURRY MOUNTAIN (1969)
 GU1708
 GU1708                         *CURRENT SURVEY CONTROL
 GU1708  ___________________________________________________________________
 GU1708* NAD 83(1986)-  36 05 47.     (N)    120 25 10.     (W)     SCALED    
 GU1708* NAVD 88     -       260.71   (+/-2cm)     855.3    (feet)  VERTCON   
 GU1708  ___________________________________________________________________
 GU1708  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GU1708  VERT ORDER  -  FIRST     CLASS II (See Below)
 GU1708
 GU1708.The horizontal coordinates were scaled from a topographic map and have
 GU1708.an estimated accuracy of +/- 6 seconds.
 GU1708
 GU1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU1708.The vertical order pertains to the NGVD 29 superseded value.
 GU1708
 GU1708.The geoid height was determined by GEOID03.
 GU1708
 GU1708;                    North         East    Units  Estimated Accuracy
 GU1708;SPC CA 4     -   585,620.    1,872,180.      MT  (+/- 180 meters Scaled)
 GU1708
 GU1708                          SUPERSEDED SURVEY CONTROL
 GU1708
 GU1708  NGVD 29 (??/??/92)  259.722  (m)          852.10   (f) ADJ UNCH    1 2
 GU1708
 GU1708.Superseded values are not recommended for survey control.
 GU1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU1708.See file dsdata.txt to determine how the superseded data were derived.
 GU1708
 GU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE323977(NAD 83)
 GU1708_MARKER: DE = TRAVERSE STATION DISK
 GU1708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GU1708_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GU1708_STAMPING: 852.367 G
 GU1708_MARK LOGO: USGS  
 GU1708_PROJECTION: PROJECTING 20 CENTIMETERS
 GU1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU1708_ROD/PIPE-DEPTH: 1.3  meters
 GU1708
 GU1708  HISTORY     - Date     Condition        Report By
 GU1708  HISTORY     - UNK      MONUMENTED       USGS
 GU1708  HISTORY     - 1958     GOOD             NGS
 GU1708  HISTORY     - 1966     GOOD             NGS
 GU1708  HISTORY     - 1983     GOOD             NGS
 GU1708  HISTORY     - 1984     GOOD             USGS
 GU1708  HISTORY     - 1985     GOOD             NGS
 GU1708  HISTORY     - 1987     GOOD             NGS
 GU1708  HISTORY     - 19910828 GOOD             NGS
 GU1708
 GU1708                          STATION DESCRIPTION
 GU1708
 GU1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 GU1708'5.2 MI SW FROM COALINGA.
 GU1708'0.1 MILE SOUTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT
 GU1708'COALINGA, THENCE 4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 198,
 GU1708'THENCE 0.2 MILE SOUTHEAST ACROSS COUNTRY, IN R14E T21S S14, 140
 GU1708'YARDS SOUTHEAST AND ACROSS WARTHAN CREEK FROM A FENCE LINE, 54
 GU1708'YARDS SOUTHEAST OF THE SOUTHEAST BANK OF THE CREEK, AND RIVETED
 GU1708'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1/2 FOOT ABOVE THE
 GU1708'GROUND.
 GU1708
 GU1708                          STATION RECOVERY (1966)
 GU1708
 GU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 GU1708'RECOVERED IN GOOD CONDITION.
 GU1708
 GU1708                          STATION RECOVERY (1983)
 GU1708
 GU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GU1708'THE MARK IS 3.0 M ABOVE THE CREEK BED.
 GU1708'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 GU1708'7.65 KM (4.8 MI) SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE CITY HALL
 GU1708'IN COALINGA, THENCE 0.26 KM (0.15 MI) SOUTHEAST ACROSS COUNTRY AND IN
 GU1708'LINE WITH A DRY CREEK WHICH CROSSES THE HIGHWAY AT THE CENTER OF A
 GU1708'CURVE, 49.4 METERS (162 FT) SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST
 GU1708'BANK OF WARTHAN CREEK. NOTE--PIPE PROJECTS 20 CM ABOVE THE GROUND,
 GU1708'DEPTH UNKNOWN.
 GU1708'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 GU1708
 GU1708                          STATION RECOVERY (1984)
 GU1708
 GU1708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 GU1708'RECOVERED IN GOOD CONDITION.
 GU1708
 GU1708                          STATION RECOVERY (1985)
 GU1708
 GU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GU1708'RECOVERED IN GOOD CONDITION.
 GU1708
 GU1708                          STATION RECOVERY (1987)
 GU1708
 GU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 GU1708'RECOVERED IN GOOD CONDITION.
 GU1708
 GU1708                          STATION RECOVERY (1991)
 GU1708
 GU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GU1708'7.6 KM (4.70 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 198 FROM THE CITY
 GU1708'HALL IN COALINGA, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY ACROSS
 GU1708'COUNTRY, IN LINE WITH A DRY WASH WHICH CROSSES THE HIGHWAY AT THE
 GU1708'CENTER OF A CURVE, 49.4 M (162.1 FT) SOUTHEAST OF THE SOUTHEAST BANK
 GU1708'OF WARTHAN CREEK, 43.4 M (142.4 FT) NORTHWEST OF THE CENTER OF A DIRT
 GU1708'ROAD, AND 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK
 GU1708'IS AFFIXED TO A 3-INCH METAL PIPE THAT PROJECTS 0.02 M (0.07 FT)
 GU1708'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6117 ***********************************************************************
 EW6117  DESIGNATION -  852 BSF HORN
 EW6117  PID         -  EW6117
 EW6117  STATE/COUNTY-  CA/VENTURA
 EW6117  USGS QUAD   -  POINT MUGU (1967)
 EW6117
 EW6117                         *CURRENT SURVEY CONTROL
 EW6117  ___________________________________________________________________
 EW6117* NAD 83(1986)-  34 07 14.     (N)    119 09 26.     (W)     SCALED    
 EW6117* NAVD 88     -        35.26   (+/-2cm)     115.7    (feet)  VERTCON   
 EW6117  ___________________________________________________________________
 EW6117  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6117
 EW6117.The horizontal coordinates were scaled from a topographic map and have
 EW6117.an estimated accuracy of +/- 6 seconds.
 EW6117
 EW6117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6117.The vertical order pertains to the NGVD 29 superseded value.
 EW6117
 EW6117.The geoid height was determined by GEOID03.
 EW6117
 EW6117;                    North         East    Units  Estimated Accuracy
 EW6117;SPC CA 5     -   569,450.    1,893,250.      MT  (+/- 180 meters Scaled)
 EW6117
 EW6117                          SUPERSEDED SURVEY CONTROL
 EW6117
 EW6117  NGVD 29 (??/??/92)   34.530  (m)          113.29   (f) ADJ UNCH    2 0
 EW6117
 EW6117.Superseded values are not recommended for survey control.
 EW6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6117.See file dsdata.txt to determine how the superseded data were derived.
 EW6117
 EW6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT010776(NAD 83)
 EW6117_MARKER: Z = SEE DESCRIPTION
 EW6117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6117_SP_SET: TOWER
 EW6117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6117
 EW6117  HISTORY     - Date     Condition        Report By
 EW6117  HISTORY     - UNK      MONUMENTED       RBNF
 EW6117  HISTORY     - 1965     GOOD             NGS
 EW6117  HISTORY     - 1966     GOOD             NGS
 EW6117
 EW6117                          STATION DESCRIPTION
 EW6117
 EW6117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6117'AT PT MUGU NAS.
 EW6117'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT THE
 EW6117'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG
 EW6117'THE LEFT FORK, THENCE 1.3 MILES WEST ALONG 13TH STREET, THENCE
 EW6117'1.05 MILES SOUTHWEST ALONG SOUTH L AVENUE, THENCE 0.75 MILE
 EW6117'NORTHWEST ALONG BEACH ROAD, THENCE 1.45 MILES NORTH AND NORTHWEST
 EW6117'ALONG THE RIGHT FORK, THENCE 0.15 MILE NORTHWESTERLY ALONG AN
 EW6117'ASPHALT ROAD, (CROSSING A FOOT-BRIDGE OVER A WIDE DITCH AT THE
 EW6117'WEST SIDE OF BUILDING NO. 851) THENCE 100 YARDS NORTH TO A 3-LEGGED
 EW6117'STEEL TOWER AT BUILDING NO. 854.  AN ELEVATION WAS ESTABLISHED
 EW6117'ON THE CENTER OF THE REAR OF A TAPERING, WHITE-PAINTED METAL
 EW6117'HORN MOUNTED AT THE TOP OF THE TOWER.  IT IS THE UPPER ONE OF
 EW6117'TWO IDENTICAL HORNS AND IS RECTANGULAR IN CROSS-SECTION.
 EW6117
 EW6117                          STATION RECOVERY (1966)
 EW6117
 EW6117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW6117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AB9465 ***********************************************************************
 AB9465  DESIGNATION -  8529
 AB9465  PID         -  AB9465
 AB9465  STATE/COUNTY-  CA/LOS ANGELES
 AB9465  USGS QUAD   -  TORRANCE (1981)
 AB9465
 AB9465                         *CURRENT SURVEY CONTROL
 AB9465  ___________________________________________________________________
 AB9465* NAD 83(1986)-  33 46 48.     (N)    118 18 13.     (W)     SCALED    
 AB9465* NAVD 88     -        47.074  (meters)     154.44   (feet)  ADJUSTED  
 AB9465  ___________________________________________________________________
 AB9465  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AB9465  DYNAMIC HT  -          47.025 (meters)     154.28  (feet)  COMP
 AB9465  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 AB9465
 AB9465  VERT ORDER  -  THIRD
 AB9465
 AB9465.The horizontal coordinates were scaled from a topographic map and have
 AB9465.an estimated accuracy of +/- 6 seconds.
 AB9465
 AB9465.The orthometric height was determined by differential leveling
 AB9465.and adjusted in February 1997.
 AB9465
 AB9465.The geoid height was determined by GEOID03.
 AB9465
 AB9465.The dynamic height is computed by dividing the NAVD 88
 AB9465.geopotential number by the normal gravity value computed on the
 AB9465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9465.degrees latitude (g = 980.6199 gals.).
 AB9465
 AB9465.The modeled gravity was interpolated from observed gravity values.
 AB9465
 AB9465;                    North         East    Units  Estimated Accuracy
 AB9465;SPC CA 5     -   531,100.    1,971,880.      MT  (+/- 180 meters Scaled)
 AB9465
 AB9465                          SUPERSEDED SURVEY CONTROL
 AB9465
 AB9465.No superseded survey control is available for this station.
 AB9465
 AB9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT793385(NAD 83)
 AB9465_MARKER: S = SPIKE
 AB9465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB9465_SP_SET: CATCH BASIN
 AB9465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9465+STABILITY: SURFACE MOTION
 AB9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9465+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 AB9465
 AB9465  HISTORY     - Date     Condition        Report By
 AB9465  HISTORY     - 1990     MONUMENTED       CA-037
 AB9465  HISTORY     - 19941128 GOOD             MWDSC
 AB9465
 AB9465                          STATION DESCRIPTION
 AB9465
 AB9465'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL)
 AB9465'PALOS VERDES, AT THE INTERSECTION OF PALOS VERDES DRIVE NORTH AND
 AB9465'SENATOR AVE, ON THE NORTHWESTERLY CORNER, 55 FEET (16.8 M)
 AB9465'NORTHWESTERLY OF PALOS VERDES DRIVE NORTH AND 60 FEET (18.3 M)
 AB9465'SOUTHWESTERLY OF SENATOR AVE, ON THE SOUTHWEST CORNER OF A 15-1/2 FOOT
 AB9465'BY 4 FOOT (1.2 M) CONCRETE CATCHBASIN, A WIRE SPIKE WITH PUNCH MARK
 AB9465'SET IN SOUTHWEST CORNER OF CATCH BASIN.  REF MWD FB 2519 02 025, TB
 AB9465'793 J5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6121 ***********************************************************************
 EW6121  DESIGNATION -  853 BSF HORN
 EW6121  PID         -  EW6121
 EW6121  STATE/COUNTY-  CA/VENTURA
 EW6121  USGS QUAD   -  POINT MUGU (1967)
 EW6121
 EW6121                         *CURRENT SURVEY CONTROL
 EW6121  ___________________________________________________________________
 EW6121* NAD 83(1986)-  34 07 17.     (N)    119 09 26.     (W)     SCALED    
 EW6121* NAVD 88     -        34.51   (+/-2cm)     113.2    (feet)  VERTCON   
 EW6121  ___________________________________________________________________
 EW6121  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EW6121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 EW6121
 EW6121.The horizontal coordinates were scaled from a topographic map and have
 EW6121.an estimated accuracy of +/- 6 seconds.
 EW6121
 EW6121.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW6121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW6121.The vertical order pertains to the NGVD 29 superseded value.
 EW6121
 EW6121.The geoid height was determined by GEOID03.
 EW6121
 EW6121;                    North         East    Units  Estimated Accuracy
 EW6121;SPC CA 5     -   569,540.    1,893,250.      MT  (+/- 180 meters Scaled)
 EW6121
 EW6121                          SUPERSEDED SURVEY CONTROL
 EW6121
 EW6121  NGVD 29 (??/??/92)   33.771  (m)          110.80   (f) ADJ UNCH    2 0
 EW6121
 EW6121.Superseded values are not recommended for survey control.
 EW6121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6121.See file dsdata.txt to determine how the superseded data were derived.
 EW6121
 EW6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT010777(NAD 83)
 EW6121_MARKER: Z = SEE DESCRIPTION
 EW6121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6121_SP_SET: TOWER
 EW6121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6121
 EW6121  HISTORY     - Date     Condition        Report By
 EW6121  HISTORY     - UNK      MONUMENTED       RBNF
 EW6121  HISTORY     - 1965     GOOD             NGS
 EW6121  HISTORY     - 1966     GOOD             NGS
 EW6121
 EW6121                          STATION DESCRIPTION
 EW6121
 EW6121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EW6121'AT PT MUGU NAS.
 EW6121'0.35 MILE SOUTHWEST ALONG MAIN ROAD FROM THE MAIN GATE AT THE
 EW6121'POINT MUGU NAVAL AIR STATION, THENCE 0.75 MILE SOUTH ALONG THE
 EW6121'LEFT FORK, THENCE 1.3 MILE WEST ALONG 13TH STREET, THENCE 1.05
 EW6121'MILES SOUTHWEST ALONG SOUTH L AVENUE, THENCE 0.75 MILE NORTHWEST
 EW6121'ALONG BEACH ROAD, THENCE 1.45 MILES NORTH AND NORTHWEST ALONG
 EW6121'THE RIGHT FORK, THENCE 0.15 MILE NORTHWESTERLY ALONG AN ASPHALT
 EW6121'ROAD (CROSSING A FOOT-BRIDGE OVER A WIDE DITCH AT THE WEST
 EW6121'SIDE OF BUILDING 851) THENCE 100 YARDS NORTH TO A 3-LEGGED STEEL
 EW6121'TOWER AT BUILDING NO. 854.  AN ELEVATION WAS ESTABLISHED ON THE
 EW6121'CENTER OF THE REAR OF A TAPERING, WHITE-PAINTED METAL HORN
 EW6121'MOUNTED AT THE TOP OF THE TOWER.  IT IS THE LOWER ONE OF TWO
 EW6121'IDENTICAL HORNS AND IS RECTANGULAR IN CROSS-SECTION.
 EW6121
 EW6121                          STATION RECOVERY (1966)
 EW6121
 EW6121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW6121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4543 ***********************************************************************
 HS4543  DESIGNATION -  856+2413
 HS4543  PID         -  HS4543
 HS4543  STATE/COUNTY-  CA/TUOLUMNE
 HS4543  USGS QUAD   -  GROVELAND (1987)
 HS4543
 HS4543                         *CURRENT SURVEY CONTROL
 HS4543  ___________________________________________________________________
 HS4543* NAD 83(1992)-  37 48 56.28010(N)    120 13 47.31920(W)     ADJUSTED  
 HS4543* NAVD 88     -      1037.5    (meters)    3404.     (feet)  VERTCON   
 HS4543  ___________________________________________________________________
 HS4543  EPOCH DATE  -        1991.35
 HS4543  LAPLACE CORR-          11.32  (seconds)                    DEFLEC99
 HS4543  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HS4543  HORZ ORDER  -  SECOND
 HS4543
 HS4543.The horizontal coordinates were established by classical geodetic methods
 HS4543.and adjusted by the National Geodetic Survey in March 1994.
 HS4543.The horizontal coordinates are valid at the epoch date displayed above.
 HS4543.The epoch date for horizontal control is a decimal equivalence
 HS4543.of Year/Month/Day.
 HS4543
 HS4543.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4543
 HS4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4543
 HS4543.The geoid height was determined by GEOID03.
 HS4543
 HS4543;                    North         East     Units Scale Factor Converg.
 HS4543;SPC CA 3     -   646,044.742 2,023,788.961   MT  0.99992981   +0 09 55.5
 HS4543;SPC CA 3     - 2,119,565.12  6,639,714.28   sFT  0.99992981   +0 09 55.5
 HS4543;UTM  10      - 4,188,975.349   743,846.638   MT  1.00033243   +1 41 57.5
 HS4543
 HS4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4543!SPC CA 3     -   0.99984165  x   0.99992981  =   0.99977147
 HS4543!UTM  10      -   0.99984165  x   1.00033243  =   1.00017403
 HS4543
 HS4543|---------------------------------------------------------------------|
 HS4543| PID    Reference Object                     Distance      Geod. Az  |
 HS4543|                                                           dddmmss.s |
 HS4543| DA9489 856+2413 RM 1                         7.942 METERS 09439     |
 HS4543| HS4547 WILLIAMS PEAK LOOKOUT TOWER         APPROX.24.5 KM 1674231.1 |
 HS4543| HS4549 PENON BLANCO                        APPROX. 9.7 KM 1964358.6 |
 HS4543| DA9490 856+2413 RM 2                        10.525 METERS 22626     |
 HS4543|---------------------------------------------------------------------|
 HS4543
 HS4543                          SUPERSEDED SURVEY CONTROL
 HS4543
 HS4543  NAD 83(1986)-  37 48 56.25218(N)    120 13 47.32811(W) AD(1984.00) 2
 HS4543  NAD 27      -  37 48 56.51000(N)    120 13 43.64400(W) AD(       ) 2
 HS4543  NGVD 29 (07/19/86) 1036.7    (m)         3401.     (f) VERT ANG    3  
 HS4543
 HS4543.Superseded values are not recommended for survey control.
 HS4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4543.See file dsdata.txt to determine how the superseded data were derived.
 HS4543
 HS4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG4384788975(NAD 83)
 HS4543_MARKER: Z = SEE DESCRIPTION
 HS4543_SETTING: 0 = UNSPECIFIED SETTING
 HS4543
 HS4543  HISTORY     - Date     Condition        Report By
 HS4543  HISTORY     - 1956     MONUMENTED       CGS
 HS4543
 HS4543                          STATION DESCRIPTION
 HS4543
 HS4543'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES)
 HS4543'THE STATION IS ON THE SUMMIT OF A BRUSH COVERED HILL, ON THE
 HS4543'HETCH HETCHY RIGHT OF WAY.  IT IS ABOUT 4 MILES AIRLINE EAST OF
 HS4543'MOCCASIN, 1-1/2 MILES AIRLINE SOUTH-SOUTHWEST OF GROVELAND
 HS4543'AND 10 MILES AIRLINE SOUTH OF TUOLUMNE.
 HS4543'
 HS4543'TO REACH FROM THE POST OFFICE IN GROVELAND, GO WEST ON STATE
 HS4543'HIGHWAY 120 FOR 0.5 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO
 HS4543'0.3 MILE TO FORK, TAKE RIGHT FORK AND GO 0.7 MILE TO FORK,
 HS4543'TAKE RIGHT FORK AND GO 0.1 MILE TO FORK, TAKE RIGHT FORK AND
 HS4543'GO 0.7 MILE TO FORK, TAKE RIGHT FORK AND GO 0.15 MILE TO FORK,
 HS4543'TAKE RIGHT FORK AND GO 0.15 MILE TO FORK, TAKE RIGHT FORK AND GO
 HS4543'0.15 MILE TO SUMMIT OF HILL AND STATION SITE.
 HS4543'
 HS4543'THE STATION MARK IS A CITY OF SAN FRANCISCO HETCH HETCHY WATER
 HS4543'DEPT.  IT IS A PUNCH MARK ON THE CAP ON A 2 INCH IRON PIPE SET
 HS4543'IN CONCRETE.  IT IS 26.05 FEET WEST OF POWER LINE POLE.  THE
 HS4543'MARK IS STAMPED 856 + 2413 AND PROJECTS 12 INCHES.
 HS4543'
 HS4543'R.M. NO. 1 IS 1 FOOT SOUTH OF POWER LINE POLE.  THE MARK IS SET
 HS4543'FLUSH AND THE DISK IS STAMPED 856 + 2413 NO 1 1956.
 HS4543'
 HS4543'R.M. NO. 2 IS 12 FEET SOUTHEAST OF CENTER OF POWER STRIP AND
 HS4543'IS ABOUT 2 FEET LOWER THAN STATION.  THE DISK IS STAMPED
 HS4543'856 + 2413 NO 2 1956.
 HS4543'
 HS4543'STATION PENON BLANCO MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1885 ***********************************************************************
 EW1885  DESIGNATION -  857 C OF P RESET 1958
 EW1885  PID         -  EW1885
 EW1885  STATE/COUNTY-  CA/LOS ANGELES
 EW1885  USGS QUAD   -  PASADENA (1994)
 EW1885
 EW1885                         *CURRENT SURVEY CONTROL
 EW1885  ___________________________________________________________________
 EW1885* NAD 83(1986)-  34 08 57.     (N)    118 08 17.     (W)     SCALED    
 EW1885* NAVD 88     -       259.58   (+/-2cm)     851.6    (feet)  VERTCON   
 EW1885  ___________________________________________________________________
 EW1885  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EW1885  VERT ORDER  -  THIRD (See Below)
 EW1885
 EW1885.The horizontal coordinates were scaled from a topographic map and have
 EW1885.an estimated accuracy of +/- 6 seconds.
 EW1885
 EW1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1885.The vertical order pertains to the NGVD 29 superseded value.
 EW1885
 EW1885.The geoid height was determined by GEOID03.
 EW1885
 EW1885;                    North         East    Units  Estimated Accuracy
 EW1885;SPC CA 5     -   572,020.    1,987,270.      MT  (+/- 180 meters Scaled)
 EW1885
 EW1885                          SUPERSEDED SURVEY CONTROL
 EW1885
 EW1885  NGVD 29 (??/??/??)  258.80   (m)          849.1    (f) RESET       3  
 EW1885
 EW1885.Superseded values are not recommended for survey control.
 EW1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1885.See file dsdata.txt to determine how the superseded data were derived.
 EW1885
 EW1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT950792(NAD 83)
 EW1885_MARKER: DD = SURVEY DISK
 EW1885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1885_SP_SET: DRAINAGE HOLE COVER
 EW1885_STAMPING: 857 CA2700 RESET 1958
 EW1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1885
 EW1885  HISTORY     - Date     Condition        Report By
 EW1885  HISTORY     - 1958     MONUMENTED       CA2700
 EW1885  HISTORY     - 1961     GOOD             NGS
 EW1885  HISTORY     - 1965     MARK NOT FOUND   NGS
 EW1885
 EW1885                          STATION DESCRIPTION
 EW1885
 EW1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1885'AT PASADENA.
 EW1885'AT PASADENA, AT THE INTERSECTION OF NORTH MADISON AVENUE AND
 EW1885'EAST WALNUT STREET, IN THE TOP OF THE CONCRETE COVER OF A
 EW1885'STREET DRAINAGE HOLE, 120 FEET SOUTH OF THE CENTER OF THE
 EW1885'INTERSECTION, 15.5 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 EW1885'TO RESIDENCE 188 NORTH MADISON AVENUE, 1 FOOT EAST OF THE EAST
 EW1885'CURB OF THE AVENUE, AND 1/2 FOOT HIGHER THAN THE AVENUE.
 EW1885'NOTE-- NEW CURBING AND PARKING LOT HAVE PROBABLY DESTROYED
 EW1885'THE MARK.
 EW1885
 EW1885                          STATION RECOVERY (1965)
 EW1885
 EW1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EW1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JR0607 ***********************************************************************
 JR0607  DESIGNATION -  8583
 JR0607  PID         -  JR0607
 JR0607  STATE/COUNTY-  CA/MONO
 JR0607  USGS QUAD   -  PICKEL MEADOW (1954)
 JR0607
 JR0607                         *CURRENT SURVEY CONTROL
 JR0607  ___________________________________________________________________
 JR0607* NAD 83(1986)-  38 18 34.     (N)    119 35 40.     (W)     SCALED    
 JR0607* NAVD 88     -      2618.709  (meters)    8591.55   (feet)  POSTED    
 JR0607  ___________________________________________________________________
 JR0607  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 JR0607  DYNAMIC HT  -        2615.430 (meters)    8580.79  (feet)  COMP
 JR0607  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 JR0607
 JR0607  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 JR0607
 JR0607.The horizontal coordinates were scaled from a topographic map and have
 JR0607.an estimated accuracy of +/- 6 seconds.
 JR0607
 JR0607.The orthometric height was determined by differential leveling
 JR0607.and adjusted in October 2003.
 JR0607
 JR0607.The geoid height was determined by GEOID03.
 JR0607
 JR0607.The dynamic height is computed by dividing the NAVD 88
 JR0607.geopotential number by the normal gravity value computed on the
 JR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JR0607.degrees latitude (g = 980.6199 gals.).
 JR0607
 JR0607.The modeled gravity was interpolated from observed gravity values.
 JR0607
 JR0607;                    North         East    Units  Estimated Accuracy
 JR0607;SPC CA 3     -   701,200.    2,079,200.      MT  (+/- 180 meters Scaled)
 JR0607
 JR0607                          SUPERSEDED SURVEY CONTROL
 JR0607
 JR0607  NGVD 29 (??/??/92) 2617.241  (m)         8586.73   (f) ADJ UNCH    1 2
 JR0607
 JR0607.Superseded values are not recommended for survey control.
 JR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JR0607.See file dsdata.txt to determine how the superseded data were derived.
 JR0607
 JR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC731433(NAD 83)
 JR0607_MARKER: P = PIPE CAP
 JR0607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JR0607_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JR0607_STAMPING: 8583
 JR0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JR0607
 JR0607  HISTORY     - Date     Condition        Report By
 JR0607  HISTORY     - UNK      MONUMENTED       USGS
 JR0607  HISTORY     - 1957     GOOD             NGS
 JR0607  HISTORY     - 19960610 GOOD             NGS
 JR0607
 JR0607                          STATION DESCRIPTION
 JR0607
 JR0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JR0607'3.4 MI SE FROM SONORA PASS SUMMIT.
 JR0607'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 108 FROM SONORA PASS
 JR0607'SUMMIT, IN R 22 E, T 5 N, IN THE SOUTHEAST QUARTER OF SECTION 6,
 JR0607'0.45 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER MC KAY CREEK,
 JR0607'AT THE SUMMIT OF A GRADE, IN A SMALL CLEARING, 18 1/2 FEET
 JR0607'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.6 FEET NORTHWEST OF
 JR0607'THE CENTER OF THE SOUTHWEST END OF AN 8-INCH CORRUGATED METAL
 JR0607'PIPE CULVERT, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT
 JR0607'1 1/2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF
 JR0607'A 3 1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE THE GROUND.
 JR0607
 JR0607                          STATION RECOVERY (1996)
 JR0607
 JR0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 JR0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1038 ***********************************************************************
 HS1038  DESIGNATION -  86
 HS1038  PID         -  HS1038
 HS1038  STATE/COUNTY-  CA/TUOLUMNE
 HS1038  USGS QUAD   -  SONORA (1987)
 HS1038
 HS1038                         *CURRENT SURVEY CONTROL
 HS1038  ___________________________________________________________________
 HS1038* NAD 83(1986)-  37 59 26.     (N)    120 27 43.     (W)     SCALED    
 HS1038* NAVD 88     -       426.62   (+/-2cm)    1399.7    (feet)  VERTCON   
 HS1038  ___________________________________________________________________
 HS1038  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HS1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS1038
 HS1038.The horizontal coordinates were scaled from a topographic map and have
 HS1038.an estimated accuracy of +/- 6 seconds.
 HS1038
 HS1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1038.The vertical order pertains to the NGVD 29 superseded value.
 HS1038
 HS1038.The geoid height was determined by GEOID03.
 HS1038
 HS1038;                    North         East    Units  Estimated Accuracy
 HS1038;SPC CA 3     -   665,430.    2,003,340.      MT  (+/- 180 meters Scaled)
 HS1038
 HS1038                          SUPERSEDED SURVEY CONTROL
 HS1038
 HS1038  NGVD 29 (??/??/92)  425.867  (m)         1397.20   (f) ADJ UNCH    2 0
 HS1038
 HS1038.Superseded values are not recommended for survey control.
 HS1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1038.See file dsdata.txt to determine how the superseded data were derived.
 HS1038
 HS1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH228078(NAD 83)
 HS1038_MARKER: Z = SEE DESCRIPTION
 HS1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1038_SP_SET: WATERING TROUGH
 HS1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1038
 HS1038  HISTORY     - Date     Condition        Report By
 HS1038  HISTORY     - UNK      MONUMENTED       CA-109
 HS1038  HISTORY     - 1935     GOOD             NGS
 HS1038
 HS1038                          STATION DESCRIPTION
 HS1038
 HS1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS1038'AT TUTTLETOWN.
 HS1038'AT TUTTLETOWN, TUOLUMNE COUNTY, IN THE FRONT OF A GENERAL STORE,
 HS1038'AT A CONCRETE WATERING TROUGH, ON THE TOP OF THE SOUTH WALL, AND
 HS1038'6.1 FEET SOUTHEAST OF THE NORTHWEST CORNER.  A PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0538 ***********************************************************************
 DX0538  DESIGNATION -  86 14.0
 DX0538  PID         -  DX0538
 DX0538  STATE/COUNTY-  CA/RIVERSIDE
 DX0538  USGS QUAD   -  OASIS (1974)
 DX0538
 DX0538                         *CURRENT SURVEY CONTROL
 DX0538  ___________________________________________________________________
 DX0538* NAD 83(1986)-  33 25 31.     (N)    116 03 34.     (W)     SCALED    
 DX0538* NAVD 88     -       -37.98   (+/-2cm)    -124.6    (feet)  VERTCON   
 DX0538  ___________________________________________________________________
 DX0538  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DX0538  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0538
 DX0538.The horizontal coordinates were scaled from a topographic map and have
 DX0538.an estimated accuracy of +/- 6 seconds.
 DX0538
 DX0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0538.The vertical order pertains to the NGVD 29 superseded value.
 DX0538
 DX0538.The geoid height was determined by GEOID03.
 DX0538
 DX0538;                    North         East    Units  Estimated Accuracy
 DX0538;SPC CA 6     -   639,600.    2,017,720.      MT  (+/- 180 meters Scaled)
 DX0538
 DX0538                          SUPERSEDED SURVEY CONTROL
 DX0538
 DX0538  NGVD 29 (??/??/??)  -38.661  (m)         -126.84   (f) ADJUSTED    1 2
 DX0538
 DX0538.Superseded values are not recommended for survey control.
 DX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0538.See file dsdata.txt to determine how the superseded data were derived.
 DX0538
 DX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS874988(NAD 83)
 DX0538_MARKER: DD = SURVEY DISK
 DX0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0538+STABILITY: SURFACE MOTION
 DX0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX0538+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2007
 DX0538
 DX0538  HISTORY     - Date     Condition        Report By
 DX0538  HISTORY     - UNK      MONUMENTED       BOR
 DX0538  HISTORY     - 1955     GOOD             NGS
 DX0538  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 DX0538  HISTORY     - 20070205 GOOD             USPSQD
 DX0538
 DX0538                          STATION DESCRIPTION
 DX0538
 DX0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX0538'3.6 MI SE FROM OASIS.
 DX0538'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE OASIS STORE
 DX0538'AT OASIS, AT THE RIVERSIDE-IMPERIAL COUNTY LINE, 60 FEET
 DX0538'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17.9 FEET WEST
 DX0538'OF THE IMPERIAL COUNTY LINE SIGN, 5 FEET SOUTHWEST OF POWER
 DX0538'LINE POLE 932541 D WITH A GUY WIRE, 1.4 FEET NORTHWEST OF A
 DX0538'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DX0538'0.2 FOOT ABOVE THE GROUND.
 DX0538
 DX0538                          STATION RECOVERY (1989)
 DX0538
 DX0538'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 DX0538'MARK NOT FOUND.
 DX0538
 DX0538                          STATION RECOVERY (2007)
 DX0538
 DX0538'RECOVERY NOTE BY US POWER SQUADRON 2007 (EBS)
 DX0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0517 ***********************************************************************
 DW0517  DESIGNATION -  86 30.0
 DW0517  PID         -  DW0517
 DW0517  STATE/COUNTY-  CA/IMPERIAL
 DW0517  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW0517
 DW0517                         *CURRENT SURVEY CONTROL
 DW0517  ___________________________________________________________________
 DW0517* NAD 83(1986)-  33 02 15.     (N)    115 39 52.     (W)     SCALED    
 DW0517* NAVD 88     -       -52.604  (meters)    -172.59   (feet)  ADJUSTED  
 DW0517  ___________________________________________________________________
 DW0517  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DW0517  DYNAMIC HT  -         -52.546 (meters)    -172.39  (feet)  COMP
 DW0517  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 DW0517
 DW0517  VERT ORDER  -  FIRST     CLASS I
 DW0517
 DW0517.The horizontal coordinates were scaled from a topographic map and have
 DW0517.an estimated accuracy of +/- 6 seconds.
 DW0517
 DW0517.The orthometric height was determined by differential leveling
 DW0517.and adjusted in March 1994.
 DW0517
 DW0517.The geoid height was determined by GEOID03.
 DW0517
 DW0517.The dynamic height is computed by dividing the NAVD 88
 DW0517.geopotential number by the normal gravity value computed on the
 DW0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0517.degrees latitude (g = 980.6199 gals.).
 DW0517
 DW0517.The modeled gravity was interpolated from observed gravity values.
 DW0517
 DW0517;                    North         East    Units  Estimated Accuracy
 DW0517;SPC CA 6     -   596,730.    2,054,700.      MT  (+/- 180 meters Scaled)
 DW0517
 DW0517                          SUPERSEDED SURVEY CONTROL
 DW0517
 DW0517  NGVD 29 (??/??/??)  -53.306  (m)         -174.89   (f) ADJUSTED    1 1
 DW0517
 DW0517.Superseded values are not recommended for survey control.
 DW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0517.See file dsdata.txt to determine how the superseded data were derived.
 DW0517
 DW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS247562(NAD 83)
 DW0517_MARKER: DB = BENCH MARK DISK
 DW0517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0517_SP_SET: HEADWALL
 DW0517_STAMPING: 86 -30.0 DOT BM 1974
 DW0517_MARK LOGO: CADT  
 DW0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0517+STABILITY: SURFACE MOTION
 DW0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0517+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 DW0517
 DW0517  HISTORY     - Date     Condition        Report By
 DW0517  HISTORY     - 1974     MONUMENTED       CADT
 DW0517  HISTORY     - 1974     GOOD
 DW0517  HISTORY     - 1981     GOOD             CA-025
 DW0517  HISTORY     - 19891113 GOOD             CA-025
 DW0517  HISTORY     - 19920929 GOOD             CA-025
 DW0517
 DW0517                          STATION DESCRIPTION
 DW0517
 DW0517'DESCRIBED 1974
 DW0517'2.5 MI W FROM WESTMORLAND.
 DW0517'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 86 FROM FORRESTER ROAD
 DW0517'IN WESTMORLAND, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DW0517'HOSKINS RD., 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 86, 50
 DW0517'FEET EAST OF THE CENTERLINE OF HOSKINS RD., IN THE SOUTH HEADWALL
 DW0517'OF THE TRIFOLIUM 10 DRAIN, LEVEL WITH THE ROADWAY.  CTR. SECTION
 DW0517'7, T13S, R11E
 DW0517
 DW0517                          STATION RECOVERY (1981)
 DW0517
 DW0517'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0517'RECOVERED IN GOOD CONDITION.
 DW0517
 DW0517                          STATION RECOVERY (1989)
 DW0517
 DW0517'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW0517'RECOVERED IN GOOD CONDITION.
 DW0517
 DW0517                          STATION RECOVERY (1992)
 DW0517
 DW0517'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1992
 DW0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0528 ***********************************************************************
 DW0528  DESIGNATION -  86 32.5
 DW0528  PID         -  DW0528
 DW0528  STATE/COUNTY-  CA/IMPERIAL
 DW0528  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW0528
 DW0528                         *CURRENT SURVEY CONTROL
 DW0528  ___________________________________________________________________
 DW0528* NAD 83(1986)-  33 02 15.     (N)    115 42 34.     (W)     SCALED    
 DW0528* NAVD 88     -       -47.494  (meters)    -155.82   (feet)  ADJUSTED  
 DW0528  ___________________________________________________________________
 DW0528  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DW0528  DYNAMIC HT  -         -47.442 (meters)    -155.65  (feet)  COMP
 DW0528  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DW0528
 DW0528  VERT ORDER  -  FIRST     CLASS I
 DW0528
 DW0528.The horizontal coordinates were scaled from a topographic map and have
 DW0528.an estimated accuracy of +/- 6 seconds.
 DW0528
 DW0528.The orthometric height was determined by differential leveling
 DW0528.and adjusted in March 1994.
 DW0528
 DW0528.The geoid height was determined by GEOID03.
 DW0528
 DW0528.The dynamic height is computed by dividing the NAVD 88
 DW0528.geopotential number by the normal gravity value computed on the
 DW0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0528.degrees latitude (g = 980.6199 gals.).
 DW0528
 DW0528.The modeled gravity was interpolated from observed gravity values.
 DW0528
 DW0528;                    North         East    Units  Estimated Accuracy
 DW0528;SPC CA 6     -   596,710.    2,050,490.      MT  (+/- 180 meters Scaled)
 DW0528
 DW0528                          SUPERSEDED SURVEY CONTROL
 DW0528
 DW0528  NGVD 29 (??/??/??)  -48.275  (m)         -158.38   (f) ADJUSTED    1 1
 DW0528
 DW0528.Superseded values are not recommended for survey control.
 DW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0528.See file dsdata.txt to determine how the superseded data were derived.
 DW0528
 DW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS205561(NAD 83)
 DW0528_MARKER: DB = BENCH MARK DISK
 DW0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0528_SP_SET: HEADWALL
 DW0528_STAMPING: 86 -32.5 1974 DOT BM
 DW0528_MARK LOGO: CADT  
 DW0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0528+STABILITY: SURFACE MOTION
 DW0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DW0528+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 DW0528
 DW0528  HISTORY     - Date     Condition        Report By
 DW0528  HISTORY     - UNK      MONUMENTED       CADT
 DW0528  HISTORY     - 1974     GOOD
 DW0528  HISTORY     - 1981     GOOD             CA-025
 DW0528  HISTORY     - 19891113 GOOD             CA-025
 DW0528  HISTORY     - 20060817 GOOD             JCLS
 DW0528  HISTORY     - 20080717 GOOD             JCLS
 DW0528
 DW0528                          STATION DESCRIPTION
 DW0528
 DW0528'DESCRIBED 1974
 DW0528'5 MI W FROM WESTMORLAND.
 DW0528'ABOUT 5.0 MILES WEST ALONG STATE HIGHWAY 86 FROM FORRESTER RD.
 DW0528'IN WESTMORLAND, IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 DW0528'VENDEL RD., 74 FEET NORTH OF THE CENTERLINE OF HIGHWAY 86, 25
 DW0528'FEET EAST OF THE CENTER OF VENDEL RD., ON THE EAST HEADWALL OF
 DW0528'A PIPE UNDER VENDEL RD., LEVEL WITH THE ROADWAY.  SECTION 14,
 DW0528'T13S, R12E
 DW0528
 DW0528                          STATION RECOVERY (1981)
 DW0528
 DW0528'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0528'RECOVERED IN GOOD CONDITION.
 DW0528
 DW0528                          STATION RECOVERY (1989)
 DW0528
 DW0528'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW0528'RECOVERED IN GOOD CONDITION.
 DW0528
 DW0528                          STATION RECOVERY (2006)
 DW0528
 DW0528'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DW0528'STATION IS SOUTHEAST OF THE INTERSECTION OF VENDEL ROAD AND THE SOUTH
 DW0528'BOUND LANES OF STATE HIGHWAY 86.
 DW0528
 DW0528                          STATION RECOVERY (2008)
 DW0528
 DW0528'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 DW0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0531 ***********************************************************************
 DW0531  DESIGNATION -  86 33.9
 DW0531  PID         -  DW0531
 DW0531  STATE/COUNTY-  CA/IMPERIAL
 DW0531  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW0531
 DW0531                         *CURRENT SURVEY CONTROL
 DW0531  ___________________________________________________________________
 DW0531* NAD 83(1986)-  33 03 09.     (N)    115 43 21.     (W)     SCALED    
 DW0531* NAVD 88     -       -47.138  (meters)    -154.65   (feet)  ADJUSTED  
 DW0531  ___________________________________________________________________
 DW0531  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DW0531  DYNAMIC HT  -         -47.086 (meters)    -154.48  (feet)  COMP
 DW0531  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 DW0531
 DW0531  VERT ORDER  -  FIRST     CLASS I
 DW0531
 DW0531.The horizontal coordinates were scaled from a topographic map and have
 DW0531.an estimated accuracy of +/- 6 seconds.
 DW0531
 DW0531.The orthometric height was determined by differential leveling
 DW0531.and adjusted in March 1994.
 DW0531.WARNING-Repeat measurements at this control monument indicate possible
 DW0531.vertical movement.
 DW0531
 DW0531.The geoid height was determined by GEOID03.
 DW0531
 DW0531.The dynamic height is computed by dividing the NAVD 88
 DW0531.geopotential number by the normal gravity value computed on the
 DW0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0531.degrees latitude (g = 980.6199 gals.).
 DW0531
 DW0531.The modeled gravity was interpolated from observed gravity values.
 DW0531
 DW0531;                    North         East    Units  Estimated Accuracy
 DW0531;SPC CA 6     -   598,370.    2,049,270.      MT  (+/- 180 meters Scaled)
 DW0531
 DW0531                          SUPERSEDED SURVEY CONTROL
 DW0531
 DW0531  NGVD 29 (??/??/??)  -47.903  (m)         -157.16   (f) ADJUSTED    1 1
 DW0531
 DW0531.Superseded values are not recommended for survey control.
 DW0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0531.See file dsdata.txt to determine how the superseded data were derived.
 DW0531
 DW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS192578(NAD 83)
 DW0531_MARKER: DB = BENCH MARK DISK
 DW0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0531_SP_SET: CHECK
 DW0531_STAMPING: DOT BM 86 -33.9
 DW0531_MARK LOGO: CADT  
 DW0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0531+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1989
 DW0531
 DW0531  HISTORY     - Date     Condition        Report By
 DW0531  HISTORY     - UNK      MONUMENTED       CADT
 DW0531  HISTORY     - 1974     GOOD
 DW0531  HISTORY     - 1981     GOOD             CA-025
 DW0531  HISTORY     - 19891127 GOOD             CA-025
 DW0531
 DW0531                          STATION DESCRIPTION
 DW0531
 DW0531'DESCRIBED 1974
 DW0531'6.4 MI NW FROM WESTMORLAND.
 DW0531'ABOUT 6.4 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW0531'FORRESTER ROAD IN WESTMORLAND, 70 FEET NORTHWEST OF THE INTERSECTION
 DW0531'OF BANNESTER RD., 53 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 DW0531'86, 35 FEET SOUTH OF POWER POLE NO. 208, ON THE NORTHEAST WALL OF
 DW0531'A HEADGATE OF THE WEST SIDE MAIN, 1.0 FOOT HIGHER THAN THE ROADWAY.
 DW0531'SECTION 10, T13S, R12E
 DW0531
 DW0531                          STATION RECOVERY (1981)
 DW0531
 DW0531'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0531'RECOVERED IN GOOD CONDITION.
 DW0531
 DW0531                          STATION RECOVERY (1989)
 DW0531
 DW0531'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1989
 DW0531'RECOVERED IN GOOD CONDITION EXCEPT POWER POLE NO. 208 NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9046 ***********************************************************************
 DW9046  DESIGNATION -  86 35.3 R
 DW9046  PID         -  DW9046
 DW9046  STATE/COUNTY-  CA/IMPERIAL
 DW9046  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW9046
 DW9046                         *CURRENT SURVEY CONTROL
 DW9046  ___________________________________________________________________
 DW9046* NAD 83(1986)-  33 04 08.     (N)    115 44 08.     (W)     SCALED    
 DW9046* NAVD 88     -       -48.194  (meters)    -158.12   (feet)  ADJUSTED  
 DW9046  ___________________________________________________________________
 DW9046  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DW9046  DYNAMIC HT  -         -48.141 (meters)    -157.94  (feet)  COMP
 DW9046  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 DW9046
 DW9046  VERT ORDER  -  FIRST     CLASS I
 DW9046
 DW9046.The horizontal coordinates were scaled from a topographic map and have
 DW9046.an estimated accuracy of +/- 6 seconds.
 DW9046
 DW9046.The orthometric height was determined by differential leveling
 DW9046.and adjusted in March 1994.
 DW9046
 DW9046.The geoid height was determined by GEOID03.
 DW9046
 DW9046.The dynamic height is computed by dividing the NAVD 88
 DW9046.geopotential number by the normal gravity value computed on the
 DW9046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9046.degrees latitude (g = 980.6199 gals.).
 DW9046
 DW9046.The modeled gravity was interpolated from observed gravity values.
 DW9046
 DW9046;                    North         East    Units  Estimated Accuracy
 DW9046;SPC CA 6     -   600,180.    2,048,040.      MT  (+/- 180 meters Scaled)
 DW9046
 DW9046                          SUPERSEDED SURVEY CONTROL
 DW9046
 DW9046.No superseded survey control is available for this station.
 DW9046
 DW9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS180596(NAD 83)
 DW9046_MARKER: DB = BENCH MARK DISK
 DW9046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW9046_SP_SET: WINGWALL OF BRIDGE
 DW9046_STAMPING: IMP 86 -35.3 R
 DW9046_MARK LOGO: CADT  
 DW9046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9046+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9046
 DW9046  HISTORY     - Date     Condition        Report By
 DW9046  HISTORY     - 1988     MONUMENTED       CADT
 DW9046
 DW9046                          STATION DESCRIPTION
 DW9046
 DW9046'DESCRIBED BY CALTRANS 1988
 DW9046'7.85 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM FORRESTER
 DW9046'ROAD IN WESTMORLAND, SET ON TOP AND ON WINGWALL AT NORTHWEST CORNER
 DW9046'OF BRIDGE, 2 FEET NORTH OF NORTHWEST CORNER OF BRIDGE AND 8 FEET
 DW9046'SOUTH OF END OF WINGWALL AND 21 FEET WEST OF CENTERLINE OF HIGHWAY
 DW9046'86.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9047 ***********************************************************************
 DW9047  DESIGNATION -  86 35.9 R
 DW9047  PID         -  DW9047
 DW9047  STATE/COUNTY-  CA/IMPERIAL
 DW9047  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW9047
 DW9047                         *CURRENT SURVEY CONTROL
 DW9047  ___________________________________________________________________
 DW9047* NAD 83(1986)-  33 04 34.     (N)    115 44 33.     (W)     SCALED    
 DW9047* NAVD 88     -       -49.346  (meters)    -161.90   (feet)  ADJUSTED  
 DW9047  ___________________________________________________________________
 DW9047  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DW9047  DYNAMIC HT  -         -49.291 (meters)    -161.72  (feet)  COMP
 DW9047  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 DW9047
 DW9047  VERT ORDER  -  FIRST     CLASS I
 DW9047
 DW9047.The horizontal coordinates were scaled from a topographic map and have
 DW9047.an estimated accuracy of +/- 6 seconds.
 DW9047
 DW9047.The orthometric height was determined by differential leveling
 DW9047.and adjusted in March 1994.
 DW9047
 DW9047.The geoid height was determined by GEOID03.
 DW9047
 DW9047.The dynamic height is computed by dividing the NAVD 88
 DW9047.geopotential number by the normal gravity value computed on the
 DW9047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9047.degrees latitude (g = 980.6199 gals.).
 DW9047
 DW9047.The modeled gravity was interpolated from observed gravity values.
 DW9047
 DW9047;                    North         East    Units  Estimated Accuracy
 DW9047;SPC CA 6     -   600,980.    2,047,390.      MT  (+/- 180 meters Scaled)
 DW9047
 DW9047                          SUPERSEDED SURVEY CONTROL
 DW9047
 DW9047.No superseded survey control is available for this station.
 DW9047
 DW9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS173604(NAD 83)
 DW9047_MARKER: DB = BENCH MARK DISK
 DW9047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW9047_SP_SET: SQUARE CONCRETE MONUMENT
 DW9047_STAMPING: 86-35.9 R IMP 1988
 DW9047_MARK LOGO: CADT  
 DW9047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9047+STABILITY: SURFACE MOTION
 DW9047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9047+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9047
 DW9047  HISTORY     - Date     Condition        Report By
 DW9047  HISTORY     - 1988     MONUMENTED       CADT
 DW9047
 DW9047                          STATION DESCRIPTION
 DW9047
 DW9047'DESCRIBED BY CALTRANS 1988
 DW9047'ABOUT 8.50 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9047'FORRESTER ROAD IN WESTMORLAND, TO THE MARK.  58 FEET RIGHT FROM
 DW9047'CENTERLINE OF HIGHWAY 86, 46 FEET WEST OF EDGE OF CONCRETE LINING OF
 DW9047'CANAL AND 135 FEET NORTHERLY OF POWER POLE NO. R6218-ID, MARK IS 1
 DW9047'FOOT LOWER THAN CENTERLINE OF HIGHWAY AND IS SET BETWEEN 2 METAL
 DW9047'GUARD POSTS, MARK IS 1.5 FEET SOUTH AND 1 FOOT EAST OF A METAL POST
 DW9047'AND MARK IS 1.5 FEET NORTH AND 1 FOOT WEST OF A METAL GUARD POST, 2
 DW9047'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9048 ***********************************************************************
 DW9048  DESIGNATION -  86 36.5 R
 DW9048  PID         -  DW9048
 DW9048  STATE/COUNTY-  CA/IMPERIAL
 DW9048  USGS QUAD   -  WESTMORLAND WEST (1992)
 DW9048
 DW9048                         *CURRENT SURVEY CONTROL
 DW9048  ___________________________________________________________________
 DW9048* NAD 83(1986)-  33 04 52.     (N)    115 45 02.     (W)     SCALED    
 DW9048* NAVD 88     -       -49.644  (meters)    -162.87   (feet)  ADJUSTED  
 DW9048  ___________________________________________________________________
 DW9048  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DW9048  DYNAMIC HT  -         -49.589 (meters)    -162.69  (feet)  COMP
 DW9048  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 DW9048
 DW9048  VERT ORDER  -  FIRST     CLASS I
 DW9048
 DW9048.The horizontal coordinates were scaled from a topographic map and have
 DW9048.an estimated accuracy of +/- 6 seconds.
 DW9048
 DW9048.The orthometric height was determined by differential leveling
 DW9048.and adjusted in March 1994.
 DW9048
 DW9048.The geoid height was determined by GEOID03.
 DW9048
 DW9048.The dynamic height is computed by dividing the NAVD 88
 DW9048.geopotential number by the normal gravity value computed on the
 DW9048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9048.degrees latitude (g = 980.6199 gals.).
 DW9048
 DW9048.The modeled gravity was interpolated from observed gravity values.
 DW9048
 DW9048;                    North         East    Units  Estimated Accuracy
 DW9048;SPC CA 6     -   601,530.    2,046,630.      MT  (+/- 180 meters Scaled)
 DW9048
 DW9048                          SUPERSEDED SURVEY CONTROL
 DW9048
 DW9048.No superseded survey control is available for this station.
 DW9048
 DW9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS166609(NAD 83)
 DW9048_MARKER: DB = BENCH MARK DISK
 DW9048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW9048_SP_SET: BRIDGE
 DW9048_STAMPING: 86 -36.5R 1988
 DW9048_MARK LOGO: CADT  
 DW9048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9048+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9048
 DW9048  HISTORY     - Date     Condition        Report By
 DW9048  HISTORY     - 1988     MONUMENTED       CADT
 DW9048
 DW9048                          STATION DESCRIPTION
 DW9048
 DW9048'DESCRIBED BY CALTRANS 1988
 DW9048'ABOUT 9.0 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9048'FORRESTER ROAD IN WESTMORLAND, 0.2 MILES EAST OF POE ROAD.  THE MARK
 DW9048'IS SET ON NE WINGWALL OF A SMALL BRIDGE NUMBER 58-31 OVER INSPECTION
 DW9048'WASH ON HIGHWAY 86.  A CALIFORNIA DEPARTMENT OF TRANS- PORSTATION
 DW9048'2.25 INCH BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0540 ***********************************************************************
 DW0540  DESIGNATION -  86 36.7
 DW0540  PID         -  DW0540
 DW0540  STATE/COUNTY-  CA/IMPERIAL
 DW0540  USGS QUAD   -  KANE SPRING (1992)
 DW0540
 DW0540                         *CURRENT SURVEY CONTROL
 DW0540  ___________________________________________________________________
 DW0540* NAD 83(1986)-  33 04 58.     (N)    115 45 09.     (W)     SCALED    
 DW0540* NAVD 88     -       -50.410  (meters)    -165.39   (feet)  ADJUSTED  
 DW0540  ___________________________________________________________________
 DW0540  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DW0540  DYNAMIC HT  -         -50.354 (meters)    -165.20  (feet)  COMP
 DW0540  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 DW0540
 DW0540  VERT ORDER  -  FIRST     CLASS I
 DW0540
 DW0540.The horizontal coordinates were scaled from a topographic map and have
 DW0540.an estimated accuracy of +/- 6 seconds.
 DW0540
 DW0540.The orthometric height was determined by differential leveling
 DW0540.and adjusted in March 1994.
 DW0540.WARNING-Repeat measurements at this control monument indicate possible
 DW0540.vertical movement.
 DW0540
 DW0540.The geoid height was determined by GEOID03.
 DW0540
 DW0540.The dynamic height is computed by dividing the NAVD 88
 DW0540.geopotential number by the normal gravity value computed on the
 DW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0540.degrees latitude (g = 980.6199 gals.).
 DW0540
 DW0540.The modeled gravity was interpolated from observed gravity values.
 DW0540
 DW0540;                    North         East    Units  Estimated Accuracy
 DW0540;SPC CA 6     -   601,710.    2,046,450.      MT  (+/- 180 meters Scaled)
 DW0540
 DW0540                          SUPERSEDED SURVEY CONTROL
 DW0540
 DW0540  NGVD 29 (??/??/??)  -51.174  (m)         -167.89   (f) ADJUSTED    1 1
 DW0540
 DW0540.Superseded values are not recommended for survey control.
 DW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0540.See file dsdata.txt to determine how the superseded data were derived.
 DW0540
 DW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS164611(NAD 83)
 DW0540_MARKER: DB = BENCH MARK DISK
 DW0540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0540_SP_SET: HEADWALL
 DW0540_STAMPING: 86 -36.7 DOT BM 1974
 DW0540_MARK LOGO: CADT  
 DW0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0540+STABILITY: SURFACE MOTION
 DW0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0540+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 DW0540
 DW0540  HISTORY     - Date     Condition        Report By
 DW0540  HISTORY     - UNK      MONUMENTED       CADT
 DW0540  HISTORY     - 1974     GOOD
 DW0540  HISTORY     - 1981     GOOD             CA-025
 DW0540  HISTORY     - 19900213 GOOD             CA-025
 DW0540
 DW0540                          STATION DESCRIPTION
 DW0540
 DW0540'DESCRIBED 1974
 DW0540'9.2 MI NW FROM WESTMORLAND.
 DW0540'ABOUT 9.2 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW0540'FORRESTER RD. IN WESTMORLAND, NORTH 282 FEET ALONG POE RD., 21 FEET
 DW0540'EAST OF THE CENTER OF POE RD., ON THE NORTH CORNER OF THE EAST
 DW0540'HEADWALL OF THE SYPHON OF TRIFOLIUM EXTENSION, ABOUT 1 FOOT ABOVE
 DW0540'THE ROADWAY.  E 1/4 COR.  SECTION 31, T12S, R11E
 DW0540
 DW0540                          STATION RECOVERY (1981)
 DW0540
 DW0540'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0540'RECOVERED IN GOOD CONDITION.
 DW0540
 DW0540                          STATION RECOVERY (1990)
 DW0540
 DW0540'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DW0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0536 ***********************************************************************
 DW0536  DESIGNATION -  86 36.7 A
 DW0536  PID         -  DW0536
 DW0536  STATE/COUNTY-  CA/IMPERIAL
 DW0536  USGS QUAD   -  KANE SPRING (1992)
 DW0536
 DW0536                         *CURRENT SURVEY CONTROL
 DW0536  ___________________________________________________________________
 DW0536* NAD 83(1986)-  33 05 31.     (N)    115 45 09.     (W)     SCALED    
 DW0536* NAVD 88     -       -62.893  (meters)    -206.34   (feet)  ADJUSTED  
 DW0536  ___________________________________________________________________
 DW0536  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DW0536  DYNAMIC HT  -         -62.824 (meters)    -206.12  (feet)  COMP
 DW0536  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 DW0536
 DW0536  VERT ORDER  -  FIRST     CLASS I
 DW0536
 DW0536.The horizontal coordinates were scaled from a topographic map and have
 DW0536.an estimated accuracy of +/- 6 seconds.
 DW0536
 DW0536.The orthometric height was determined by differential leveling
 DW0536.and adjusted in March 1994.
 DW0536
 DW0536.The geoid height was determined by GEOID03.
 DW0536
 DW0536.The dynamic height is computed by dividing the NAVD 88
 DW0536.geopotential number by the normal gravity value computed on the
 DW0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0536.degrees latitude (g = 980.6199 gals.).
 DW0536
 DW0536.The modeled gravity was interpolated from observed gravity values.
 DW0536
 DW0536;                    North         East    Units  Estimated Accuracy
 DW0536;SPC CA 6     -   602,730.    2,046,440.      MT  (+/- 180 meters Scaled)
 DW0536
 DW0536                          SUPERSEDED SURVEY CONTROL
 DW0536
 DW0536  NGVD 29 (??/??/??)  -63.612  (m)         -208.70   (f) ADJUSTED    1 1
 DW0536
 DW0536.Superseded values are not recommended for survey control.
 DW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0536.See file dsdata.txt to determine how the superseded data were derived.
 DW0536
 DW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS164621(NAD 83)
 DW0536_MARKER: DB = BENCH MARK DISK
 DW0536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0536_SP_SET: HEADWALL
 DW0536_STAMPING: 86 -36.7A DOT BM 1974
 DW0536_MARK LOGO: CADT  
 DW0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0536+STABILITY: SURFACE MOTION
 DW0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0536+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 DW0536
 DW0536  HISTORY     - Date     Condition        Report By
 DW0536  HISTORY     - 1974     MONUMENTED       CADT
 DW0536  HISTORY     - 1974     GOOD
 DW0536  HISTORY     - 1981     GOOD             CA-025
 DW0536  HISTORY     - 19900213 GOOD             CA-025
 DW0536
 DW0536                          STATION DESCRIPTION
 DW0536
 DW0536'DESCRIBED 1974
 DW0536'9.9 MI NW FROM WESTMORLAND.
 DW0536'ABOUT 9.2 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW0536'FORRESTER RD. IN WESTMORLAND, NORTH 0.7 MILE ALONG POE RD., 50
 DW0536'FEET EAST OF THE CENTERLINE OF POE RD., 43.5 FEET NORTHEAST OF
 DW0536'POWER POLE R6238, ON THE NORTHEAST CORNER OF A HEADGATE OF THE POE
 DW0536'LATERAL, ABOUT 1.5 FEET ABOVE THE ROADWAY.  NE COR.  SECTION 31,
 DW0536'T12S, R11E
 DW0536
 DW0536                          STATION RECOVERY (1981)
 DW0536
 DW0536'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0536'RECOVERED IN GOOD CONDITION.
 DW0536
 DW0536                          STATION RECOVERY (1990)
 DW0536
 DW0536'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DW0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0541 ***********************************************************************
 DW0541  DESIGNATION -  86 36.7 C CADT
 DW0541  PID         -  DW0541
 DW0541  STATE/COUNTY-  CA/IMPERIAL
 DW0541  USGS QUAD   -  KANE SPRING (1992)
 DW0541
 DW0541                         *CURRENT SURVEY CONTROL
 DW0541  ___________________________________________________________________
 DW0541* NAD 83(1986)-  33 06 27.     (N)    115 45 09.     (W)     SCALED    
 DW0541* NAVD 88     -       -69.09   (+/-2cm)    -226.7    (feet)  VERTCON   
 DW0541  ___________________________________________________________________
 DW0541  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DW0541  VERT ORDER  -  FIRST     CLASS I (See Below)
 DW0541
 DW0541.The horizontal coordinates were scaled from a topographic map and have
 DW0541.an estimated accuracy of +/- 6 seconds.
 DW0541
 DW0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DW0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DW0541.The vertical order pertains to the NGVD 29 superseded value.
 DW0541
 DW0541.The geoid height was determined by GEOID03.
 DW0541
 DW0541;                    North         East    Units  Estimated Accuracy
 DW0541;SPC CA 6     -   604,450.    2,046,440.      MT  (+/- 180 meters Scaled)
 DW0541
 DW0541                          SUPERSEDED SURVEY CONTROL
 DW0541
 DW0541  NGVD 29 (??/??/??)  -69.786  (m)         -228.96   (f) ADJUSTED    1 1
 DW0541
 DW0541.Superseded values are not recommended for survey control.
 DW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0541.See file dsdata.txt to determine how the superseded data were derived.
 DW0541
 DW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS163638(NAD 83)
 DW0541_MARKER: DD = SURVEY DISK
 DW0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW0541_SP_SET: CULVERT PIPE
 DW0541_STAMPING: DOT BM 86-36.7C
 DW0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW0541
 DW0541  HISTORY     - Date     Condition        Report By
 DW0541  HISTORY     - UNK      MONUMENTED       CADT
 DW0541  HISTORY     - 1974     GOOD
 DW0541  HISTORY     - 1981     SEE DESCRIPTION  CA-025
 DW0541
 DW0541                          STATION DESCRIPTION
 DW0541
 DW0541'DESCRIBED 1974
 DW0541'11.2 MI NW FROM WESTMORELAND.
 DW0541'ABOUT 9.2 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW0541'FORRESTER RD. IN WESTMORELAND, NORTH 1.8 MILES ALONG POE
 DW0541'RD TO BENSON LANDING, 0.2 MILE NORTH ALONG EARTH FILL JETTY
 DW0541'TO USGS STREAMFLOW MEASURING STATION, SET IN THE WEST SIDE OF THE
 DW0541'TOP OF A 36 IN RCP ABOUT 2 FT ABOVE THE WATER LEVEL.  E 1/4
 DW0541'SECTION 19, T 12S, R 11E.
 DW0541
 DW0541                          STATION RECOVERY (1981)
 DW0541
 DW0541'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1981
 DW0541'THE BENCH MARK IS UNDER WATER BY THE WATERS OF THE SALTON SEA, ONE
 DW0541'CANNOT GET TO THE MARK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9049 ***********************************************************************
 DW9049  DESIGNATION -  86 36.9
 DW9049  PID         -  DW9049
 DW9049  STATE/COUNTY-  CA/IMPERIAL
 DW9049  USGS QUAD   -  KANE SPRING (1992)
 DW9049
 DW9049                         *CURRENT SURVEY CONTROL
 DW9049  ___________________________________________________________________
 DW9049* NAD 83(1986)-  33 05 00.     (N)    115 45 31.     (W)     SCALED    
 DW9049* NAVD 88     -       -47.772  (meters)    -156.73   (feet)  ADJUSTED  
 DW9049  ___________________________________________________________________
 DW9049  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DW9049  DYNAMIC HT  -         -47.719 (meters)    -156.56  (feet)  COMP
 DW9049  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 DW9049
 DW9049  VERT ORDER  -  FIRST     CLASS I
 DW9049
 DW9049.The horizontal coordinates were scaled from a topographic map and have
 DW9049.an estimated accuracy of +/- 6 seconds.
 DW9049
 DW9049.The orthometric height was determined by differential leveling
 DW9049.and adjusted in March 1994.
 DW9049
 DW9049.The geoid height was determined by GEOID03.
 DW9049
 DW9049.The dynamic height is computed by dividing the NAVD 88
 DW9049.geopotential number by the normal gravity value computed on the
 DW9049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9049.degrees latitude (g = 980.6199 gals.).
 DW9049
 DW9049.The modeled gravity was interpolated from observed gravity values.
 DW9049
 DW9049;                    North         East    Units  Estimated Accuracy
 DW9049;SPC CA 6     -   601,770.    2,045,880.      MT  (+/- 180 meters Scaled)
 DW9049
 DW9049                          SUPERSEDED SURVEY CONTROL
 DW9049
 DW9049.No superseded survey control is available for this station.
 DW9049
 DW9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS158612(NAD 83)
 DW9049_MARKER: DB = BENCH MARK DISK
 DW9049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW9049_SP_SET: SQUARE CONCRETE MONUMENT
 DW9049_STAMPING: 86 -36.9R IMP 1988
 DW9049_MARK LOGO: CADT  
 DW9049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DW9049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9049+STABILITY: SURFACE MOTION
 DW9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9049+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9049
 DW9049  HISTORY     - Date     Condition        Report By
 DW9049  HISTORY     - 1988     MONUMENTED       CADT
 DW9049
 DW9049                          STATION DESCRIPTION
 DW9049
 DW9049'DESCRIBED BY CALTRANS 1988
 DW9049'ABOUT 9.55 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9049'FORRESTER ROAD IN WESTMORLAND.  A BRASS DISK 2.25 INCHES IN DIAMETER
 DW9049'SET ON TOP AND OVER IRON PIN ON 6 INCHES X 6 INCHES CONCRETE RIGHT OF
 DW9049'WAY MONUMENT, 111 FEET RIGHT OF CENTERLINE OF HIGHWAY 86 AT THE
 DW9049'BEGINNING OF THE CURVE IN HIGHWAY AND ON SMALL RISE.  MARK IS 0.5
 DW9049'FEET NORTHEST OF A METAL GUARD POST AND IS ABOUT 4 FEET HIGHER THAN
 DW9049'ROAD, 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9050 ***********************************************************************
 DW9050  DESIGNATION -  86 37.1 L
 DW9050  PID         -  DW9050
 DW9050  STATE/COUNTY-  CA/IMPERIAL
 DW9050  USGS QUAD   -  KANE SPRING (1992)
 DW9050
 DW9050                         *CURRENT SURVEY CONTROL
 DW9050  ___________________________________________________________________
 DW9050* NAD 83(1986)-  33 05 04.     (N)    115 45 43.     (W)     SCALED    
 DW9050* NAVD 88     -       -46.801  (meters)    -153.55   (feet)  ADJUSTED  
 DW9050  ___________________________________________________________________
 DW9050  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DW9050  DYNAMIC HT  -         -46.749 (meters)    -153.38  (feet)  COMP
 DW9050  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DW9050
 DW9050  VERT ORDER  -  FIRST     CLASS I
 DW9050
 DW9050.The horizontal coordinates were scaled from a topographic map and have
 DW9050.an estimated accuracy of +/- 6 seconds.
 DW9050
 DW9050.The orthometric height was determined by differential leveling
 DW9050.and adjusted in March 1994.
 DW9050
 DW9050.The geoid height was determined by GEOID03.
 DW9050
 DW9050.The dynamic height is computed by dividing the NAVD 88
 DW9050.geopotential number by the normal gravity value computed on the
 DW9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9050.degrees latitude (g = 980.6199 gals.).
 DW9050
 DW9050.The modeled gravity was interpolated from observed gravity values.
 DW9050
 DW9050;                    North         East    Units  Estimated Accuracy
 DW9050;SPC CA 6     -   601,890.    2,045,570.      MT  (+/- 180 meters Scaled)
 DW9050
 DW9050                          SUPERSEDED SURVEY CONTROL
 DW9050
 DW9050.No superseded survey control is available for this station.
 DW9050
 DW9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS155613(NAD 83)
 DW9050_MARKER: DB = BENCH MARK DISK
 DW9050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW9050_SP_SET: SQUARE CONCRETE MONUMENT
 DW9050_STAMPING: 86 -37.1 L IMP 1988
 DW9050_MARK LOGO: CADT  
 DW9050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9050+STABILITY: SURFACE MOTION
 DW9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9050+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9050
 DW9050  HISTORY     - Date     Condition        Report By
 DW9050  HISTORY     - 1988     MONUMENTED       CADT
 DW9050
 DW9050                          STATION DESCRIPTION
 DW9050
 DW9050'DESCRIBED BY CALTRANS 1988
 DW9050'ABOUT 9.75 MILES NORTH THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9050'FORRESTER ROAD IN WESTMORLAND, 0.5 MILES WEST OF POE ROAD, A 2.25
 DW9050'INCH DIAMETER BRASS DISK SET IN 5 INCHES X 8 INCHES CONCRETE POST AT
 DW9050'A SMALL RISE IN TERRAIN, 215 FEET LEFT CENTERLINE OF HIGHWAY 86, 2.50
 DW9050'INCHES ABOVE GROUND, ABOUT LEVEL WITH HIGHWAY, 1.5 FEET WEST AND 0.5
 DW9050'FEET NORTH OF METAL GUARD POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9051 ***********************************************************************
 DW9051  DESIGNATION -  86 37.7 R
 DW9051  PID         -  DW9051
 DW9051  STATE/COUNTY-  CA/IMPERIAL
 DW9051  USGS QUAD   -  KANE SPRING (1992)
 DW9051
 DW9051                         *CURRENT SURVEY CONTROL
 DW9051  ___________________________________________________________________
 DW9051* NAD 83(1986)-  33 05 24.     (N)    115 46 08.     (W)     SCALED    
 DW9051* NAVD 88     -       -50.460  (meters)    -165.55   (feet)  ADJUSTED  
 DW9051  ___________________________________________________________________
 DW9051  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DW9051  DYNAMIC HT  -         -50.404 (meters)    -165.37  (feet)  COMP
 DW9051  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 DW9051
 DW9051  VERT ORDER  -  FIRST     CLASS I
 DW9051
 DW9051.The horizontal coordinates were scaled from a topographic map and have
 DW9051.an estimated accuracy of +/- 6 seconds.
 DW9051
 DW9051.The orthometric height was determined by differential leveling
 DW9051.and adjusted in March 1994.
 DW9051
 DW9051.The geoid height was determined by GEOID03.
 DW9051
 DW9051.The dynamic height is computed by dividing the NAVD 88
 DW9051.geopotential number by the normal gravity value computed on the
 DW9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9051.degrees latitude (g = 980.6199 gals.).
 DW9051
 DW9051.The modeled gravity was interpolated from observed gravity values.
 DW9051
 DW9051;                    North         East    Units  Estimated Accuracy
 DW9051;SPC CA 6     -   602,500.    2,044,910.      MT  (+/- 180 meters Scaled)
 DW9051
 DW9051                          SUPERSEDED SURVEY CONTROL
 DW9051
 DW9051.No superseded survey control is available for this station.
 DW9051
 DW9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS148619(NAD 83)
 DW9051_MARKER: DB = BENCH MARK DISK
 DW9051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW9051_SP_SET: SQUARE CONCRETE MONUMENT
 DW9051_STAMPING: 86 -37.7 RIMP 1988
 DW9051_MARK LOGO: CADT  
 DW9051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9051+STABILITY: SURFACE MOTION
 DW9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9051+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9051
 DW9051  HISTORY     - Date     Condition        Report By
 DW9051  HISTORY     - 1988     MONUMENTED       CADT
 DW9051
 DW9051                          STATION DESCRIPTION
 DW9051
 DW9051'DESCRIBED BY CALTRANS 1988
 DW9051'ABOUT 10.10 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9051'FORRESTER ROAD IN WESTMORLAND, A 2.25 INCH DIAMETER BRASS DISK SET IN
 DW9051'A 5 INCHES X 8 INCHES CONCRETE POST UP 4 INCHES, 67 FEET RIGHT FROM
 DW9051'THE CENTERLINE OF HIGHWAY 86 AND IN ABOUT THE CENTER OF A CURVE IN
 DW9051'THE HIGHWAY AND 1.5 FEET EAST OF METAL GUARD POST, ABOUT 0.15 MILES
 DW9051'EAST OF BARTH ROAD, MARK IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9054 ***********************************************************************
 DW9054  DESIGNATION -  86 38.4 R
 DW9054  PID         -  DW9054
 DW9054  STATE/COUNTY-  CA/IMPERIAL
 DW9054  USGS QUAD   -  KANE SPRING (1992)
 DW9054
 DW9054                         *CURRENT SURVEY CONTROL
 DW9054  ___________________________________________________________________
 DW9054* NAD 83(1986)-  33 05 38.     (N)    115 46 44.     (W)     SCALED    
 DW9054* NAVD 88     -       -52.557  (meters)    -172.43   (feet)  ADJUSTED  
 DW9054  ___________________________________________________________________
 DW9054  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DW9054  DYNAMIC HT  -         -52.499 (meters)    -172.24  (feet)  COMP
 DW9054  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DW9054
 DW9054  VERT ORDER  -  FIRST     CLASS I
 DW9054
 DW9054.The horizontal coordinates were scaled from a topographic map and have
 DW9054.an estimated accuracy of +/- 6 seconds.
 DW9054
 DW9054.The orthometric height was determined by differential leveling
 DW9054.and adjusted in March 1994.
 DW9054
 DW9054.The geoid height was determined by GEOID03.
 DW9054
 DW9054.The dynamic height is computed by dividing the NAVD 88
 DW9054.geopotential number by the normal gravity value computed on the
 DW9054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9054.degrees latitude (g = 980.6199 gals.).
 DW9054
 DW9054.The modeled gravity was interpolated from observed gravity values.
 DW9054
 DW9054;                    North         East    Units  Estimated Accuracy
 DW9054;SPC CA 6     -   602,930.    2,043,980.      MT  (+/- 180 meters Scaled)
 DW9054
 DW9054                          SUPERSEDED SURVEY CONTROL
 DW9054
 DW9054.No superseded survey control is available for this station.
 DW9054
 DW9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS139623(NAD 83)
 DW9054_MARKER: DB = BENCH MARK DISK
 DW9054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW9054_SP_SET: WINGWALL
 DW9054_STAMPING: 86 -38.4R IMP 1988
 DW9054_MARK LOGO: CADT  
 DW9054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9054+STABILITY: SURFACE MOTION
 DW9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9054+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9054
 DW9054  HISTORY     - Date     Condition        Report By
 DW9054  HISTORY     - 1988     MONUMENTED       CADT
 DW9054
 DW9054                          STATION DESCRIPTION
 DW9054
 DW9054'DESCRIBED BY CALTRANS 1988
 DW9054'ABOUT 10.70 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9054'FORRESTER ROAD IN WESTMORLAND, 10.25 MILES TO GARTH ROAD AND 0.45
 DW9054'MILES WEST OF GARTH ROAD TO A BRIDGE CULVERT NO. 58-33 OVER BAMBOO
 DW9054'WASH, A 2.25 INCH BRASS DISK SET ON SOUTHWEST CORNER OF WINGWALL OF
 DW9054'BRIDGE CULVERT NO. 58-33, 2.5 FEET FROM END OF WINGWALL, 22 FEET
 DW9054'LEFT OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0543 ***********************************************************************
 DW0543  DESIGNATION -  86 39.0
 DW0543  PID         -  DW0543
 DW0543  STATE/COUNTY-  CA/IMPERIAL
 DW0543  USGS QUAD   -  KANE SPRING (1992)
 DW0543
 DW0543                         *CURRENT SURVEY CONTROL
 DW0543  ___________________________________________________________________
 DW0543* NAD 83(1986)-  33 05 56.     (N)    115 47 24.     (W)     SCALED    
 DW0543* NAVD 88     -       -54.117  (meters)    -177.55   (feet)  ADJUSTED  
 DW0543  ___________________________________________________________________
 DW0543  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DW0543  DYNAMIC HT  -         -54.056 (meters)    -177.35  (feet)  COMP
 DW0543  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 DW0543
 DW0543  VERT ORDER  -  FIRST     CLASS I
 DW0543
 DW0543.The horizontal coordinates were scaled from a topographic map and have
 DW0543.an estimated accuracy of +/- 6 seconds.
 DW0543
 DW0543.The orthometric height was determined by differential leveling
 DW0543.and adjusted in March 1994.
 DW0543
 DW0543.The geoid height was determined by GEOID03.
 DW0543
 DW0543.The dynamic height is computed by dividing the NAVD 88
 DW0543.geopotential number by the normal gravity value computed on the
 DW0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0543.degrees latitude (g = 980.6199 gals.).
 DW0543
 DW0543.The modeled gravity was interpolated from observed gravity values.
 DW0543
 DW0543;                    North         East    Units  Estimated Accuracy
 DW0543;SPC CA 6     -   603,480.    2,042,940.      MT  (+/- 180 meters Scaled)
 DW0543
 DW0543                          SUPERSEDED SURVEY CONTROL
 DW0543
 DW0543  NGVD 29 (??/??/??)  -54.761  (m)         -179.66   (f) ADJUSTED    1 1
 DW0543
 DW0543.Superseded values are not recommended for survey control.
 DW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0543.See file dsdata.txt to determine how the superseded data were derived.
 DW0543
 DW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS129629(NAD 83)
 DW0543_MARKER: DB = BENCH MARK DISK
 DW0543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0543_SP_SET: HEADWALL
 DW0543_STAMPING: 86 -39.0 DOT BM 1974
 DW0543_MARK LOGO: CADT  
 DW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0543+STABILITY: SURFACE MOTION
 DW0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0543+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 DW0543
 DW0543  HISTORY     - Date     Condition        Report By
 DW0543  HISTORY     - 1974     MONUMENTED       CADT
 DW0543  HISTORY     - 1974     GOOD
 DW0543  HISTORY     - 19900213 GOOD             CA-025
 DW0543
 DW0543                          STATION DESCRIPTION
 DW0543
 DW0543'DESCRIBED 1974
 DW0543'4.7 MI SE FROM TRIFOLIUM INSP STA.
 DW0543'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE T
 DW0543'JUNCTION OF STATE HIGHWAY 78 AT THE TRIFOLIUM INSPECTION STATION,
 DW0543'141 FEET NORTH OF HIGHWAY 86, 78 FEET NORTHEAST OF POWER POLE NO.
 DW0543'6259, IN THE NORTHEAST CORNER OF THE WEST HEADWALL OF A SYPHON
 DW0543'OF TRIFOLIUM EXTENSION IRRIGATION CANAL, ABOUT LEVEL WITH THE
 DW0543'ROADWAY.  E 1/4 SECTION 26, T 12S, R 11E.
 DW0543
 DW0543                          STATION RECOVERY (1990)
 DW0543
 DW0543'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DW0543'ABOUT 11.30 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW0543'FORRESTER ROAD IN WESTMORLAND, TO ALLEN ROAD, A 2.25 INCH BRASS DISK
 DW0543'SET ON TOP OF THE NORTHEAST CORNER OF WEST HEADWALL IN TRIFOLIUM
 DW0543'EXTENSION CANAL UNDER ALLEN ROAD, 141 FEET RIGHT OF CENTERLINE OF
 DW0543'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9055 ***********************************************************************
 DW9055  DESIGNATION -  86 39.1
 DW9055  PID         -  DW9055
 DW9055  STATE/COUNTY-  CA/IMPERIAL
 DW9055  USGS QUAD   -  KANE SPRING (1992)
 DW9055
 DW9055                         *CURRENT SURVEY CONTROL
 DW9055  ___________________________________________________________________
 DW9055* NAD 83(1986)-  33 05 57.     (N)    115 47 24.     (W)     SCALED    
 DW9055* NAVD 88     -       -54.037  (meters)    -177.29   (feet)  ADJUSTED  
 DW9055  ___________________________________________________________________
 DW9055  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DW9055  DYNAMIC HT  -         -53.977 (meters)    -177.09  (feet)  COMP
 DW9055  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 DW9055
 DW9055  VERT ORDER  -  FIRST     CLASS I
 DW9055
 DW9055.The horizontal coordinates were scaled from a topographic map and have
 DW9055.an estimated accuracy of +/- 6 seconds.
 DW9055
 DW9055.The orthometric height was determined by differential leveling
 DW9055.and adjusted in March 1994.
 DW9055
 DW9055.The geoid height was determined by GEOID03.
 DW9055
 DW9055.The dynamic height is computed by dividing the NAVD 88
 DW9055.geopotential number by the normal gravity value computed on the
 DW9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9055.degrees latitude (g = 980.6199 gals.).
 DW9055
 DW9055.The modeled gravity was interpolated from observed gravity values.
 DW9055
 DW9055;                    North         East    Units  Estimated Accuracy
 DW9055;SPC CA 6     -   603,510.    2,042,940.      MT  (+/- 180 meters Scaled)
 DW9055
 DW9055                          SUPERSEDED SURVEY CONTROL
 DW9055
 DW9055.No superseded survey control is available for this station.
 DW9055
 DW9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS129629(NAD 83)
 DW9055_MARKER: DB = BENCH MARK DISK
 DW9055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW9055_SP_SET: BRIDGE WINGWALL
 DW9055_STAMPING: 86 -39.1 IMP 1988
 DW9055_MARK LOGO: CADT  
 DW9055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9055+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9055
 DW9055  HISTORY     - Date     Condition        Report By
 DW9055  HISTORY     - 1988     MONUMENTED       CADT
 DW9055
 DW9055                          STATION DESCRIPTION
 DW9055
 DW9055'DESCRIBED BY CALTRANS 1988
 DW9055'ABOUT 11.45 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9055'FORRESTER ROAD IN WESTMORLAND, TO A BRIDGE NO. 58-34 OVER WILLOW
 DW9055'WASH, SET ON SOUTHWEST CORNER OF BRIDGE 7 FEET FROM END OF WINGWALL
 DW9055'20 FEET LEFT CENTERLINE HIGHWAY, A 2.24 IN BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9056 ***********************************************************************
 DW9056  DESIGNATION -  86 39.5 R
 DW9056  PID         -  DW9056
 DW9056  STATE/COUNTY-  CA/IMPERIAL
 DW9056  USGS QUAD   -  KANE SPRING (1992)
 DW9056
 DW9056                         *CURRENT SURVEY CONTROL
 DW9056  ___________________________________________________________________
 DW9056* NAD 83(1986)-  33 06 06.     (N)    115 47 42.     (W)     SCALED    
 DW9056* NAVD 88     -       -52.248  (meters)    -171.42   (feet)  ADJUSTED  
 DW9056  ___________________________________________________________________
 DW9056  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DW9056  DYNAMIC HT  -         -52.190 (meters)    -171.23  (feet)  COMP
 DW9056  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 DW9056
 DW9056  VERT ORDER  -  FIRST     CLASS I
 DW9056
 DW9056.The horizontal coordinates were scaled from a topographic map and have
 DW9056.an estimated accuracy of +/- 6 seconds.
 DW9056
 DW9056.The orthometric height was determined by differential leveling
 DW9056.and adjusted in March 1994.
 DW9056
 DW9056.The geoid height was determined by GEOID03.
 DW9056
 DW9056.The dynamic height is computed by dividing the NAVD 88
 DW9056.geopotential number by the normal gravity value computed on the
 DW9056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9056.degrees latitude (g = 980.6199 gals.).
 DW9056
 DW9056.The modeled gravity was interpolated from observed gravity values.
 DW9056
 DW9056;                    North         East    Units  Estimated Accuracy
 DW9056;SPC CA 6     -   603,790.    2,042,470.      MT  (+/- 180 meters Scaled)
 DW9056
 DW9056                          SUPERSEDED SURVEY CONTROL
 DW9056
 DW9056.No superseded survey control is available for this station.
 DW9056
 DW9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS124632(NAD 83)
 DW9056_MARKER: DB = BENCH MARK DISK
 DW9056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW9056_SP_SET: SQUARE CONCRETE MONUMENT
 DW9056_STAMPING: 86 -39.5R IMP 1988
 DW9056_MARK LOGO: CADT  
 DW9056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9056+STABILITY: SURFACE MOTION
 DW9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9056+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9056
 DW9056  HISTORY     - Date     Condition        Report By
 DW9056  HISTORY     - 1988     MONUMENTED       CADT
 DW9056
 DW9056                          STATION DESCRIPTION
 DW9056
 DW9056'DESCRIBED BY CALTRANS 1988
 DW9056'ABOUT 11.80 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9056'FORRESTER ROAD IN WESTMORLAND, 0.5 MILES WEST OF ALLEN ROAD, A LITTLE
 DW9056'PAST OF THE END OF CURVE IN HIGHWAY, A 2.25 INCH BRASS DISK SET IN A
 DW9056'5 INCHES X 8 INCHES CONCRETE POST, 3 INCHES ABOVE THE GROUND, 72 FEET
 DW9056'RIGHT FROM CENTERLINE OF HIGHWAY, 38 FEET SOUTHWEST OF POWER POLE NO.
 DW9056'R62631D, 1 FOOT NORTH OF A METAL GUARD POST, AND ABOUT 2 FEET HIGHER
 DW9056'THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9057 ***********************************************************************
 DW9057  DESIGNATION -  86 39.8 R
 DW9057  PID         -  DW9057
 DW9057  STATE/COUNTY-  CA/IMPERIAL
 DW9057  USGS QUAD   -  KANE SPRING (1992)
 DW9057
 DW9057                         *CURRENT SURVEY CONTROL
 DW9057  ___________________________________________________________________
 DW9057* NAD 83(1986)-  33 06 16.     (N)    115 48 00.     (W)     SCALED    
 DW9057* NAVD 88     -       -55.181  (meters)    -181.04   (feet)  ADJUSTED  
 DW9057  ___________________________________________________________________
 DW9057  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DW9057  DYNAMIC HT  -         -55.120 (meters)    -180.84  (feet)  COMP
 DW9057  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 DW9057
 DW9057  VERT ORDER  -  FIRST     CLASS I
 DW9057
 DW9057.The horizontal coordinates were scaled from a topographic map and have
 DW9057.an estimated accuracy of +/- 6 seconds.
 DW9057
 DW9057.The orthometric height was determined by differential leveling
 DW9057.and adjusted in March 1994.
 DW9057
 DW9057.The geoid height was determined by GEOID03.
 DW9057
 DW9057.The dynamic height is computed by dividing the NAVD 88
 DW9057.geopotential number by the normal gravity value computed on the
 DW9057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9057.degrees latitude (g = 980.6199 gals.).
 DW9057
 DW9057.The modeled gravity was interpolated from observed gravity values.
 DW9057
 DW9057;                    North         East    Units  Estimated Accuracy
 DW9057;SPC CA 6     -   604,090.    2,042,000.      MT  (+/- 180 meters Scaled)
 DW9057
 DW9057                          SUPERSEDED SURVEY CONTROL
 DW9057
 DW9057.No superseded survey control is available for this station.
 DW9057
 DW9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS119635(NAD 83)
 DW9057_MARKER: DB = BENCH MARK DISK
 DW9057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW9057_SP_SET: HEADWALL
 DW9057_STAMPING: 86 -39.8R BM 1988
 DW9057_MARK LOGO: CADT  
 DW9057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9057+STABILITY: SURFACE MOTION
 DW9057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9057+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9057
 DW9057  HISTORY     - Date     Condition        Report By
 DW9057  HISTORY     - 1988     MONUMENTED       CADT
 DW9057
 DW9057                          STATION DESCRIPTION
 DW9057
 DW9057'DESCRIBED BY CALTRANS 1988
 DW9057'ABOUT 12.15 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9057'FORRESTER ROAD IN WESTMORLAND, TO ENTRANCE TO ELMORE RANCH, 0.1 MILES
 DW9057'ALONG ENTRANCE ROAD TO TRIFOLIUM EXTENSION CANAL, A 2.25 INCHE BRASS
 DW9057'DISK SET ON TOP OF NORTHEAST CORNER OF WEST HEADWALL OF SIPHON IN
 DW9057'CANAL UNDER ENTRANCE ROAD TO ELMORE RANCH, ABOUT 35O FEET RIGHT
 DW9057'CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9058 ***********************************************************************
 DW9058  DESIGNATION -  86 40.1 R
 DW9058  PID         -  DW9058
 DW9058  STATE/COUNTY-  CA/IMPERIAL
 DW9058  USGS QUAD   -  KANE SPRING (1992)
 DW9058
 DW9058                         *CURRENT SURVEY CONTROL
 DW9058  ___________________________________________________________________
 DW9058* NAD 83(1986)-  33 06 16.     (N)    115 48 22.     (W)     SCALED    
 DW9058* NAVD 88     -       -56.171  (meters)    -184.29   (feet)  ADJUSTED  
 DW9058  ___________________________________________________________________
 DW9058  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DW9058  DYNAMIC HT  -         -56.109 (meters)    -184.08  (feet)  COMP
 DW9058  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 DW9058
 DW9058  VERT ORDER  -  FIRST     CLASS I
 DW9058
 DW9058.The horizontal coordinates were scaled from a topographic map and have
 DW9058.an estimated accuracy of +/- 6 seconds.
 DW9058
 DW9058.The orthometric height was determined by differential leveling
 DW9058.and adjusted in March 1994.
 DW9058
 DW9058.The geoid height was determined by GEOID03.
 DW9058
 DW9058.The dynamic height is computed by dividing the NAVD 88
 DW9058.geopotential number by the normal gravity value computed on the
 DW9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9058.degrees latitude (g = 980.6199 gals.).
 DW9058
 DW9058.The modeled gravity was interpolated from observed gravity values.
 DW9058
 DW9058;                    North         East    Units  Estimated Accuracy
 DW9058;SPC CA 6     -   604,090.    2,041,430.      MT  (+/- 180 meters Scaled)
 DW9058
 DW9058                          SUPERSEDED SURVEY CONTROL
 DW9058
 DW9058.No superseded survey control is available for this station.
 DW9058
 DW9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS114635(NAD 83)
 DW9058_MARKER: DB = BENCH MARK DISK
 DW9058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW9058_SP_SET: WINGWALL OF BRIDGE
 DW9058_STAMPING: 86 -40.1 R IMP 1988
 DW9058_MARK LOGO: CADT  
 DW9058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9058+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9058
 DW9058  HISTORY     - Date     Condition        Report By
 DW9058  HISTORY     - 1988     MONUMENTED       CADT
 DW9058
 DW9058                          STATION DESCRIPTION
 DW9058
 DW9058'DESCRIBED BY CALTRANS 1988
 DW9058'ABOUT 12.45 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9058'FORRESTER ROAD IN WESTMORLAND TO A CONCRETE BRIDGE NUMBER 58-35 OVER
 DW9058'ALFALFA DITCH, 0.30 MILES WEST OF THE ENTRANCE TO ELMORE RANCH, A
 DW9058'2.25 INCH BRASS DISK SET ON TOP AND 1 FOOT FROM END OF THE WINGWALL
 DW9058'AT THE SOUTHEAST CORNER OF THE BRIDGE, 20 FEET LEFT FROM THE
 DW9058'CENTERLINE OF HIGHWAY 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW0547 ***********************************************************************
 DW0547  DESIGNATION -  86 40.2
 DW0547  PID         -  DW0547
 DW0547  STATE/COUNTY-  CA/IMPERIAL
 DW0547  USGS QUAD   -  KANE SPRING (1992)
 DW0547
 DW0547                         *CURRENT SURVEY CONTROL
 DW0547  ___________________________________________________________________
 DW0547* NAD 83(1986)-  33 06 19.     (N)    115 48 24.     (W)     SCALED    
 DW0547* NAVD 88     -       -56.107  (meters)    -184.08   (feet)  ADJUSTED  
 DW0547  ___________________________________________________________________
 DW0547  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DW0547  DYNAMIC HT  -         -56.045 (meters)    -183.87  (feet)  COMP
 DW0547  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DW0547
 DW0547  VERT ORDER  -  FIRST     CLASS I
 DW0547
 DW0547.The horizontal coordinates were scaled from a topographic map and have
 DW0547.an estimated accuracy of +/- 6 seconds.
 DW0547
 DW0547.The orthometric height was determined by differential leveling
 DW0547.and adjusted in March 1994.
 DW0547
 DW0547.The geoid height was determined by GEOID03.
 DW0547
 DW0547.The dynamic height is computed by dividing the NAVD 88
 DW0547.geopotential number by the normal gravity value computed on the
 DW0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW0547.degrees latitude (g = 980.6199 gals.).
 DW0547
 DW0547.The modeled gravity was interpolated from observed gravity values.
 DW0547
 DW0547;                    North         East    Units  Estimated Accuracy
 DW0547;SPC CA 6     -   604,180.    2,041,380.      MT  (+/- 180 meters Scaled)
 DW0547
 DW0547                          SUPERSEDED SURVEY CONTROL
 DW0547
 DW0547  NGVD 29 (??/??/??)  -56.743  (m)         -186.16   (f) ADJUSTED    1 1
 DW0547
 DW0547.Superseded values are not recommended for survey control.
 DW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DW0547.See file dsdata.txt to determine how the superseded data were derived.
 DW0547
 DW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS113635(NAD 83)
 DW0547_MARKER: DB = BENCH MARK DISK
 DW0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW0547_SP_SET: CONCRETE HEADWALL
 DW0547_STAMPING: DOT BM 86 -40.2 1974
 DW0547_MARK LOGO: CADT  
 DW0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW0547+STABILITY: SURFACE MOTION
 DW0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW0547+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 DW0547
 DW0547  HISTORY     - Date     Condition        Report By
 DW0547  HISTORY     - 1974     MONUMENTED       CADT
 DW0547  HISTORY     - 1974     GOOD
 DW0547  HISTORY     - 19900213 GOOD             CA-025
 DW0547
 DW0547                          STATION DESCRIPTION
 DW0547
 DW0547'DESCRIBED 1974
 DW0547'3.4 MI SE FROM TRIFOLIUM INSP STA.
 DW0547'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE T JUNCTION
 DW0547'OF STATE HIGHWAY 78 AT THE TRIFOLIUM INSPECTION STATION, 150
 DW0547'FEET NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE NO. 58-35, IN
 DW0547'THE NORTHEAST CORNER OF THE WEST HEADWALL OF A SYPHON OF A
 DW0547'CONCRETE LINED IRRIGATION DITCH, ABOUT LEVEL WITH THE ROADWAY.
 DW0547'SE 1/4 SECTION 22, T 12S, R 11E.
 DW0547
 DW0547                          STATION RECOVERY (1990)
 DW0547
 DW0547'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1990
 DW0547'RECOVERED IN GOOD CONDITION EXCEPT THERE IS A LARGE CRACK IN CENTER
 DW0547'OF HEADWALL APPROXIMATELY 0.50 INCHES WIDE AND 150 FEET NORTHWEST OF
 DW0547'THE NORTHWEST CORNER OF BRIDGE 171 FEET RIGHT OF THE CENTERLINE OF
 DW0547'HIGHWAY 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9059 ***********************************************************************
 DW9059  DESIGNATION -  86 40.35
 DW9059  PID         -  DW9059
 DW9059  STATE/COUNTY-  CA/IMPERIAL
 DW9059  USGS QUAD   -  KANE SPRING (1992)
 DW9059
 DW9059                         *CURRENT SURVEY CONTROL
 DW9059  ___________________________________________________________________
 DW9059* NAD 83(1986)-  33 06 14.     (N)    115 48 34.     (W)     SCALED    
 DW9059* NAVD 88     -       -57.438  (meters)    -188.44   (feet)  ADJUSTED  
 DW9059  ___________________________________________________________________
 DW9059  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DW9059  DYNAMIC HT  -         -57.374 (meters)    -188.23  (feet)  COMP
 DW9059  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DW9059
 DW9059  VERT ORDER  -  FIRST     CLASS I
 DW9059
 DW9059.The horizontal coordinates were scaled from a topographic map and have
 DW9059.an estimated accuracy of +/- 6 seconds.
 DW9059
 DW9059.The orthometric height was determined by differential leveling
 DW9059.and adjusted in March 1994.
 DW9059
 DW9059.The geoid height was determined by GEOID03.
 DW9059
 DW9059.The dynamic height is computed by dividing the NAVD 88
 DW9059.geopotential number by the normal gravity value computed on the
 DW9059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9059.degrees latitude (g = 980.6199 gals.).
 DW9059
 DW9059.The modeled gravity was interpolated from observed gravity values.
 DW9059
 DW9059;                    North         East    Units  Estimated Accuracy
 DW9059;SPC CA 6     -   604,030.    2,041,120.      MT  (+/- 180 meters Scaled)
 DW9059
 DW9059                          SUPERSEDED SURVEY CONTROL
 DW9059
 DW9059.No superseded survey control is available for this station.
 DW9059
 DW9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS110634(NAD 83)
 DW9059_MARKER: DB = BENCH MARK DISK
 DW9059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW9059_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW9059_STAMPING: 86 -40.35 IMP 1984
 DW9059_MARK LOGO: CADT  
 DW9059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9059+SATELLITE: SATELLITE OBSERVATIONS - 1984
 DW9059
 DW9059  HISTORY     - Date     Condition        Report By
 DW9059  HISTORY     - 1984     MONUMENTED       CADT
 DW9059
 DW9059                          STATION DESCRIPTION
 DW9059
 DW9059'DESCRIBED BY CALTRANS 1984
 DW9059'ABOUT 12.65 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9059'FORRESTER ROAD IN WESTMORLAND, 0.5 MILES WEST OF ELMORE RANCH
 DW9059'ENTRANCE, 230 FEET LEFT OF CENTERLINE OF HIGHWAY 86, 20 FEET NORTH OF
 DW9059'A 6 FOOT HIGH EARTHERN DIKE, 22.7 FEET SOUTHERLY OF TELEPHONE LINE,
 DW9059'31.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 23.7 EASTERLY OF SAME
 DW9059'TELEPHONE, AND SOUTHEASTERLY OF POWER POLE NO. 74740-D, 4 FEET NORTH
 DW9059'OF A GUARD POST AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9060 ***********************************************************************
 DW9060  DESIGNATION -  86 40.75
 DW9060  PID         -  DW9060
 DW9060  STATE/COUNTY-  CA/IMPERIAL
 DW9060  USGS QUAD   -  KANE SPRING (1992)
 DW9060
 DW9060                         *CURRENT SURVEY CONTROL
 DW9060  ___________________________________________________________________
 DW9060* NAD 83(1986)-  33 06 18.     (N)    115 49 01.     (W)     SCALED    
 DW9060* NAVD 88     -       -54.703  (meters)    -179.47   (feet)  ADJUSTED  
 DW9060  ___________________________________________________________________
 DW9060  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DW9060  DYNAMIC HT  -         -54.643 (meters)    -179.27  (feet)  COMP
 DW9060  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DW9060
 DW9060  VERT ORDER  -  FIRST     CLASS I
 DW9060
 DW9060.The horizontal coordinates were scaled from a topographic map and have
 DW9060.an estimated accuracy of +/- 6 seconds.
 DW9060
 DW9060.The orthometric height was determined by differential leveling
 DW9060.and adjusted in March 1994.
 DW9060
 DW9060.The geoid height was determined by GEOID03.
 DW9060
 DW9060.The dynamic height is computed by dividing the NAVD 88
 DW9060.geopotential number by the normal gravity value computed on the
 DW9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9060.degrees latitude (g = 980.6199 gals.).
 DW9060
 DW9060.The modeled gravity was interpolated from observed gravity values.
 DW9060
 DW9060;                    North         East    Units  Estimated Accuracy
 DW9060;SPC CA 6     -   604,150.    2,040,420.      MT  (+/- 180 meters Scaled)
 DW9060
 DW9060                          SUPERSEDED SURVEY CONTROL
 DW9060
 DW9060.No superseded survey control is available for this station.
 DW9060
 DW9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS103635(NAD 83)
 DW9060_MARKER: DB = BENCH MARK DISK
 DW9060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DW9060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DW9060_STAMPING: IMP 86 -40.75 1984
 DW9060_MARK LOGO: CADT  
 DW9060_MAGNETIC: I = MARKER IS A STEEL ROD
 DW9060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9060+SATELLITE: SATELLITE OBSERVATIONS - 1984
 DW9060
 DW9060  HISTORY     - Date     Condition        Report By
 DW9060  HISTORY     - 1984     MONUMENTED       CADT
 DW9060
 DW9060                          STATION DESCRIPTION
 DW9060
 DW9060'DESCRIBED BY CALTRANS 1984
 DW9060'ABOUT 13.11 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9060'FORRESTER ROAD IN WESTMORLAND, A 2.25 INCH BRASS DISK SET ON TOP AN
 DW9060'IRON PIPE, FLUSH WITH DIKE, SET IN CENTER AND ON TOP A 6 FEET HIGH
 DW9060'EARTHER DIKE, 25O FEET LEFT OF THE CENTERLINE OF HIGHWAY, 4 FEET
 DW9060'NORTH OF A METAL GUARD POST WITH PADDLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9061 ***********************************************************************
 DW9061  DESIGNATION -  86 41.4 R
 DW9061  PID         -  DW9061
 DW9061  STATE/COUNTY-  CA/IMPERIAL
 DW9061  USGS QUAD   -  KANE SPRING (1992)
 DW9061
 DW9061                         *CURRENT SURVEY CONTROL
 DW9061  ___________________________________________________________________
 DW9061* NAD 83(1986)-  33 06 25.     (N)    115 49 40.     (W)     SCALED    
 DW9061* NAVD 88     -       -51.016  (meters)    -167.38   (feet)  ADJUSTED  
 DW9061  ___________________________________________________________________
 DW9061  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DW9061  DYNAMIC HT  -         -50.959 (meters)    -167.19  (feet)  COMP
 DW9061  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DW9061
 DW9061  VERT ORDER  -  FIRST     CLASS I
 DW9061
 DW9061.The horizontal coordinates were scaled from a topographic map and have
 DW9061.an estimated accuracy of +/- 6 seconds.
 DW9061
 DW9061.The orthometric height was determined by differential leveling
 DW9061.and adjusted in March 1994.
 DW9061
 DW9061.The geoid height was determined by GEOID03.
 DW9061
 DW9061.The dynamic height is computed by dividing the NAVD 88
 DW9061.geopotential number by the normal gravity value computed on the
 DW9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9061.degrees latitude (g = 980.6199 gals.).
 DW9061
 DW9061.The modeled gravity was interpolated from observed gravity values.
 DW9061
 DW9061;                    North         East    Units  Estimated Accuracy
 DW9061;SPC CA 6     -   604,360.    2,039,410.      MT  (+/- 180 meters Scaled)
 DW9061
 DW9061                          SUPERSEDED SURVEY CONTROL
 DW9061
 DW9061.No superseded survey control is available for this station.
 DW9061
 DW9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS093637(NAD 83)
 DW9061_MARKER: DB = BENCH MARK DISK
 DW9061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DW9061_SP_SET: SQUARE CONCRETE MONUMENT
 DW9061_STAMPING: 86 -41.4R IMP 1988
 DW9061_MARK LOGO: CADT  
 DW9061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DW9061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9061+STABILITY: SURFACE MOTION
 DW9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9061+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9061
 DW9061  HISTORY     - Date     Condition        Report By
 DW9061  HISTORY     - 1988     MONUMENTED       CADT
 DW9061
 DW9061                          STATION DESCRIPTION
 DW9061
 DW9061'DESCRIBED BY CALTRANS 1988
 DW9061'ABOUT 13.73 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9061'FORRESTER ROAD IN WESTMORLAND, TO A DOUBLE POLE POWER LINE RUNNING IN
 DW9061'NORTHWEST TO SOUTHEAST DIRECTION ACROSS HIGHWAY, ACROSS THE HIGHWAY
 DW9061'AND NORTHWESTERLY OF STAGE, AZIMUTH MARK, A 2.25 INCH BRASS SET ON A
 DW9061'5 INCHES X 8 INCHEX CONCRETE POST PROJECTING 2 INCHES, MARK IS
 DW9061'APPROXIMATELY 300 FEET EAST OF DOUBLE POLE POWER LINE, 60 FEET NORTH
 DW9061'OF THE CENTERLINE OF HIGHWAY ON A SMALL LOCAL SAND KNOLL, 16.5 FEET
 DW9061'NORTHEASTERLY OF POWER POLE NUMBER NO NUMBER, 2 FEET NORTH OF A METAL
 DW9061'GUARD POST WITH PADDLE, MARK CAN BE HEARD WITH A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9067 ***********************************************************************
 DW9067  DESIGNATION -  86 43.1 R
 DW9067  PID         -  DW9067
 DW9067  STATE/COUNTY-  CA/IMPERIAL
 DW9067  USGS QUAD   -  KANE SPRING (1992)
 DW9067
 DW9067                         *CURRENT SURVEY CONTROL
 DW9067  ___________________________________________________________________
 DW9067* NAD 83(1986)-  33 07 12.     (N)    115 51 05.     (W)     SCALED    
 DW9067* NAVD 88     -       -55.310  (meters)    -181.46   (feet)  ADJUSTED  
 DW9067  ___________________________________________________________________
 DW9067  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DW9067  DYNAMIC HT  -         -55.249 (meters)    -181.26  (feet)  COMP
 DW9067  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DW9067
 DW9067  VERT ORDER  -  FIRST     CLASS I
 DW9067
 DW9067.The horizontal coordinates were scaled from a topographic map and have
 DW9067.an estimated accuracy of +/- 6 seconds.
 DW9067
 DW9067.The orthometric height was determined by differential leveling
 DW9067.and adjusted in March 1994.
 DW9067
 DW9067.The geoid height was determined by GEOID03.
 DW9067
 DW9067.The dynamic height is computed by dividing the NAVD 88
 DW9067.geopotential number by the normal gravity value computed on the
 DW9067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9067.degrees latitude (g = 980.6199 gals.).
 DW9067
 DW9067.The modeled gravity was interpolated from observed gravity values.
 DW9067
 DW9067;                    North         East    Units  Estimated Accuracy
 DW9067;SPC CA 6     -   605,800.    2,037,200.      MT  (+/- 180 meters Scaled)
 DW9067
 DW9067                          SUPERSEDED SURVEY CONTROL
 DW9067
 DW9067.No superseded survey control is available for this station.
 DW9067
 DW9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS071651(NAD 83)
 DW9067_MARKER: DB = BENCH MARK DISK
 DW9067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DW9067_SP_SET: HEADWALL
 DW9067_STAMPING: B M 86-43.1 R 1988
 DW9067_MARK LOGO: CADT  
 DW9067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DW9067+STABILITY: SURFACE MOTION
 DW9067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9067+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9067
 DW9067  HISTORY     - Date     Condition        Report By
 DW9067  HISTORY     - 1988     MONUMENTED       CADT
 DW9067
 DW9067                          STATION DESCRIPTION
 DW9067
 DW9067'DESCRIBED BY CALTRANS 1988
 DW9067'ABOUT 15.38 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9067'FORRESTER ROAD IN WESTMORLAND, A 2.25 INCH DIAMETER BRASS DISK SET ON
 DW9067'TOP OF THE SOUTHEAST CORNER OF THE CULVERT HEADWALL OF THE TRIPLE BOX
 DW9067'CULVERT UNDER HIGWAY 86, 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 DW9067'TWO, (2) NORTH BOUND LANES OF THE HIGHWAY 86, 8 FEET SOUTHEAST OF THE
 DW9067'RIGHT OF WAY FENCE, AND 4.5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9068 ***********************************************************************
 DW9068  DESIGNATION -  86 43.3 L
 DW9068  PID         -  DW9068
 DW9068  STATE/COUNTY-  CA/IMPERIAL
 DW9068  USGS QUAD   -  KANE SPRING (1992)
 DW9068
 DW9068                         *CURRENT SURVEY CONTROL
 DW9068  ___________________________________________________________________
 DW9068* NAD 83(1986)-  33 07 20.     (N)    115 51 14.     (W)     SCALED    
 DW9068* NAVD 88     -       -50.922  (meters)    -167.07   (feet)  ADJUSTED  
 DW9068  ___________________________________________________________________
 DW9068  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DW9068  DYNAMIC HT  -         -50.866 (meters)    -166.88  (feet)  COMP
 DW9068  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DW9068
 DW9068  VERT ORDER  -  FIRST     CLASS I
 DW9068
 DW9068.The horizontal coordinates were scaled from a topographic map and have
 DW9068.an estimated accuracy of +/- 6 seconds.
 DW9068
 DW9068.The orthometric height was determined by differential leveling
 DW9068.and adjusted in March 1994.
 DW9068
 DW9068.The geoid height was determined by GEOID03.
 DW9068
 DW9068.The dynamic height is computed by dividing the NAVD 88
 DW9068.geopotential number by the normal gravity value computed on the
 DW9068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9068.degrees latitude (g = 980.6199 gals.).
 DW9068
 DW9068.The modeled gravity was interpolated from observed gravity values.
 DW9068
 DW9068;                    North         East    Units  Estimated Accuracy
 DW9068;SPC CA 6     -   606,040.    2,036,970.      MT  (+/- 180 meters Scaled)
 DW9068
 DW9068                          SUPERSEDED SURVEY CONTROL
 DW9068
 DW9068.No superseded survey control is available for this station.
 DW9068
 DW9068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS069654(NAD 83)
 DW9068_MARKER: DB = BENCH MARK DISK
 DW9068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DW9068_SP_SET: CONCRETE PAVEMENT
 DW9068_STAMPING: IMP 86-43.3 L 1987
 DW9068_MARK LOGO: CADT  
 DW9068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9068+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DW9068
 DW9068  HISTORY     - Date     Condition        Report By
 DW9068  HISTORY     - 1987     MONUMENTED       CADT
 DW9068
 DW9068                          STATION DESCRIPTION
 DW9068
 DW9068'DESCRIBED BY CALTRANS 1987
 DW9068'ABOUT 15.58 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9068'WESTMORLAND, A 2.25 INCH DIAMETER BRASS DISK SET ON TOP OF THE
 DW9068'CONCRETE PAVEMENT APRON, 30 FEET EASTERLY OF THE SOUTHWEST CORNER OF
 DW9068'THE BRIDGE NUMBER 58-16 IN THE SOUTHBOUND LANES OF HIGHWAY 86 OVER
 DW9068'SAN FELIPE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DW9069 ***********************************************************************
 DW9069  DESIGNATION -  86 43.5
 DW9069  PID         -  DW9069
 DW9069  STATE/COUNTY-  CA/IMPERIAL
 DW9069  USGS QUAD   -  KANE SPRING NE (1992)
 DW9069
 DW9069                         *CURRENT SURVEY CONTROL
 DW9069  ___________________________________________________________________
 DW9069* NAD 83(1986)-  33 07 32.     (N)    115 51 18.     (W)     SCALED    
 DW9069* NAVD 88     -       -54.286  (meters)    -178.10   (feet)  ADJUSTED  
 DW9069  ___________________________________________________________________
 DW9069  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DW9069  DYNAMIC HT  -         -54.226 (meters)    -177.91  (feet)  COMP
 DW9069  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 DW9069
 DW9069  VERT ORDER  -  FIRST     CLASS I
 DW9069
 DW9069.The horizontal coordinates were scaled from a topographic map and have
 DW9069.an estimated accuracy of +/- 6 seconds.
 DW9069
 DW9069.The orthometric height was determined by differential leveling
 DW9069.and adjusted in March 1994.
 DW9069
 DW9069.The geoid height was determined by GEOID03.
 DW9069
 DW9069.The dynamic height is computed by dividing the NAVD 88
 DW9069.geopotential number by the normal gravity value computed on the
 DW9069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DW9069.degrees latitude (g = 980.6199 gals.).
 DW9069
 DW9069.The modeled gravity was interpolated from observed gravity values.
 DW9069
 DW9069;                    North         East    Units  Estimated Accuracy
 DW9069;SPC CA 6     -   606,410.    2,036,860.      MT  (+/- 180 meters Scaled)
 DW9069
 DW9069                          SUPERSEDED SURVEY CONTROL
 DW9069
 DW9069.No superseded survey control is available for this station.
 DW9069
 DW9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS068657(NAD 83)
 DW9069_MARKER: DB = BENCH MARK DISK
 DW9069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DW9069_SP_SET: DRAIN BOX
 DW9069_STAMPING: B M 86-43.5 1988
 DW9069_MARK LOGO: CADT  
 DW9069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DW9069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DW9069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DW9069+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DW9069
 DW9069  HISTORY     - Date     Condition        Report By
 DW9069  HISTORY     - 1988     MONUMENTED       CADT
 DW9069
 DW9069                          STATION DESCRIPTION
 DW9069
 DW9069'DESCRIBED BY CALTRANS 1988
 DW9069'ABOUT 15.75 MILES WEST THEN NORTHWEST ALONG STATE HIGHWAY 86 FROM
 DW9069'FORRESTER ROAD IN WESTMORLAND TO THE JUNCTION WITH STATE HIGHWAY 78,
 DW9069'A 2.25 INCH DIAMETER BRASS DISK SET ON TOP OF THE CENTERLINE OF THE
 DW9069'SOUTH WALL OF THE CONCRETE DRAIN BOX IN THE MEDIAM STRIP BETWEEN
 DW9069'NORTH AND SOUTH BOUND LANES OF HIGHWAY 86, 105 FEET SOUTH OF THE
 DW9069'CENTERLINE OF HIGHWAY 78, 51.5 FEET SOUTH OF THE POWER POLE LINE ON
 DW9069'THE SOUTH SIDE OF HIGHWAY 78, 17.5 FEET WEST OF THE WEST EDGE OF
 DW9069'PAVEMENT OF NORTHBOUND LANES, 26.5 FEET EAST OF THE EAST EDGE OF THE
 DW9069'SOUTHBOUND LANES OF HIGHWAY 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9212 ***********************************************************************
 JT9212  DESIGNATION -  86 A
 JT9212  PID         -  JT9212
 JT9212  STATE/COUNTY-  CA/NAPA
 JT9212  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9212
 JT9212                         *CURRENT SURVEY CONTROL
 JT9212  ___________________________________________________________________
 JT9212* NAD 83(1986)-  38 13 18.     (N)    122 16 28.     (W)     SCALED    
 JT9212* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 JT9212  ___________________________________________________________________
 JT9212  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JT9212  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9212
 JT9212.The horizontal coordinates were scaled from a topographic map and have
 JT9212.an estimated accuracy of +/- 6 seconds.
 JT9212
 JT9212.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9212.The vertical order pertains to the NGVD 29 superseded value.
 JT9212
 JT9212.The geoid height was determined by GEOID03.
 JT9212
 JT9212;                    North         East    Units  Estimated Accuracy
 JT9212;SPC CA 2     -   561,650.    1,975,970.      MT  (+/- 180 meters Scaled)
 JT9212
 JT9212                          SUPERSEDED SURVEY CONTROL
 JT9212
 JT9212  NGVD 29 (??/??/92)    7.424  (m)           24.36   (f) ADJ UNCH    2 2
 JT9212
 JT9212.Superseded values are not recommended for survey control.
 JT9212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9212.See file dsdata.txt to determine how the superseded data were derived.
 JT9212
 JT9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH635306(NAD 83)
 JT9212_MARKER: Z = SEE DESCRIPTION
 JT9212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9212_SP_SET: CONCRETE POST
 JT9212_MARK LOGO: CA2330
 JT9212_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9212+STABILITY: SURFACE MOTION
 JT9212
 JT9212  HISTORY     - Date     Condition        Report By
 JT9212  HISTORY     - 1971     MONUMENTED       CA2330
 JT9212
 JT9212                          STATION DESCRIPTION
 JT9212
 JT9212'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9212'SOUTHERN PACIFIC RAILROAD TO VALLEJO, 500 FT (152.4 M) NORTH OF
 JT9212'AIRPORT ROAD, EAST OF RIGHT OF WAY, A CONCRETE MONUMENT WITH A METAL
 JT9212'PLATE INSTALLED AT GROUND LEVEL.
 JT9212'ENDED 10/30/1973
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9213 ***********************************************************************
 JT9213  DESIGNATION -  86 B
 JT9213  PID         -  JT9213
 JT9213  STATE/COUNTY-  CA/NAPA
 JT9213  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9213
 JT9213                         *CURRENT SURVEY CONTROL
 JT9213  ___________________________________________________________________
 JT9213* NAD 83(1986)-  38 13 42.     (N)    122 16 40.     (W)     SCALED    
 JT9213* NAVD 88     -         2.73   (+/-2cm)       9.0    (feet)  VERTCON   
 JT9213  ___________________________________________________________________
 JT9213  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JT9213  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9213
 JT9213.The horizontal coordinates were scaled from a topographic map and have
 JT9213.an estimated accuracy of +/- 6 seconds.
 JT9213
 JT9213.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9213.The vertical order pertains to the NGVD 29 superseded value.
 JT9213
 JT9213.The geoid height was determined by GEOID03.
 JT9213
 JT9213;                    North         East    Units  Estimated Accuracy
 JT9213;SPC CA 2     -   562,390.    1,975,680.      MT  (+/- 180 meters Scaled)
 JT9213
 JT9213                          SUPERSEDED SURVEY CONTROL
 JT9213
 JT9213  NGVD 29 (??/??/92)    1.989  (m)            6.53   (f) ADJ UNCH    2 2
 JT9213
 JT9213.Superseded values are not recommended for survey control.
 JT9213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9213.See file dsdata.txt to determine how the superseded data were derived.
 JT9213
 JT9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH632313(NAD 83)
 JT9213_MARKER: Z = SEE DESCRIPTION
 JT9213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9213_SP_SET: CONCRETE POST
 JT9213_MARK LOGO: CA2330
 JT9213_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9213+STABILITY: SURFACE MOTION
 JT9213
 JT9213  HISTORY     - Date     Condition        Report By
 JT9213  HISTORY     - 1971     MONUMENTED       CA2330
 JT9213
 JT9213                          STATION DESCRIPTION
 JT9213
 JT9213'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9213'SOUTHERN PACIFIC RAILROAD TO VALLEJO AT SHEEHY DRIVE, WEST OF RIGHT OF
 JT9213'WAY, A CONCRETE MONUMENT WITH A METAL PLATE INSTALLED AT FROUND
 JT9213'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0753 ***********************************************************************
 KS0753  DESIGNATION -  86 B B D
 KS0753  PID         -  KS0753
 KS0753  STATE/COUNTY-  CA/YUBA
 KS0753  USGS QUAD   -  WHEATLAND (1973)
 KS0753
 KS0753                         *CURRENT SURVEY CONTROL
 KS0753  ___________________________________________________________________
 KS0753* NAD 83(1986)-  39 00 38.     (N)    121 25 26.     (W)     SCALED    
 KS0753* NAVD 88     -        27.108  (meters)      88.94   (feet)  ADJUSTED  
 KS0753  ___________________________________________________________________
 KS0753  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 KS0753  DYNAMIC HT  -          27.091 (meters)      88.88  (feet)  COMP
 KS0753  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 KS0753
 KS0753  VERT ORDER  -  FIRST     CLASS II
 KS0753
 KS0753.The horizontal coordinates were scaled from a topographic map and have
 KS0753.an estimated accuracy of +/- 6 seconds.
 KS0753
 KS0753.The orthometric height was determined by differential leveling
 KS0753.and adjusted in June 1991.
 KS0753
 KS0753.The geoid height was determined by GEOID03.
 KS0753
 KS0753.The dynamic height is computed by dividing the NAVD 88
 KS0753.geopotential number by the normal gravity value computed on the
 KS0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0753.degrees latitude (g = 980.6199 gals.).
 KS0753
 KS0753.The modeled gravity was interpolated from observed gravity values.
 KS0753
 KS0753;                    North         East    Units  Estimated Accuracy
 KS0753;SPC CA 2     -   649,340.    2,049,890.      MT  (+/- 180 meters Scaled)
 KS0753
 KS0753                          SUPERSEDED SURVEY CONTROL
 KS0753
 KS0753  NGVD 29 (??/??/??)   26.429  (m)           86.71   (f) ADJUSTED    1 2
 KS0753
 KS0753.Superseded values are not recommended for survey control.
 KS0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0753.See file dsdata.txt to determine how the superseded data were derived.
 KS0753
 KS0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ364191(NAD 83)
 KS0753_MARKER: P = PIPE CAP
 KS0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0753_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KS0753_STAMPING: 86.644 B B D 86 1908
 KS0753_MARK LOGO: USGS  
 KS0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KS0753+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1988
 KS0753
 KS0753  HISTORY     - Date     Condition        Report By
 KS0753  HISTORY     - 1908     MONUMENTED       USGS
 KS0753  HISTORY     - 1949     GOOD             NGS
 KS0753  HISTORY     - 19880824 GOOD             NGS
 KS0753  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0753
 KS0753                          STATION DESCRIPTION
 KS0753
 KS0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KS0753'AT WHEATLAND.
 KS0753'AT WHEATLAND, ALONG THE SOUTHERN PACIFIC CO. RAILROAD, 205
 KS0753'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BANK OF AMERICA
 KS0753'BUILDING, 200 FEET NORTHWEST OF THE CENTER OF THE MAIN ENTRANCE
 KS0753'TO THE RAILROAD STATION, 80 FEET EAST OF THE CENTER OF CROSSING
 KS0753'128.1, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 KS0753'TRACK, 3 1/2 FEET NORTHWEST OF THE WEST END OF THE LOADING
 KS0753'PLATFORM, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 KS0753'0.8 FOOT ABOVE THE GROUND.
 KS0753
 KS0753                          STATION RECOVERY (1988)
 KS0753
 KS0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KS0753'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 KS0753'WHEATLAND, AT THE INTERSECTION OF 4TH AND FRONT STREETS, 22.9 M
 KS0753'(75.1 FT) SOUTHEAST OF THE CENTERLINE OF 4TH STREET, 18.9 M (62.0 FT)
 KS0753'SOUTHWEST OF THE CENTER OF FRONT STREET, 13.9 M (45.6 FT) NORTHEAST OF
 KS0753'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 0.6 M (2.0 FT)
 KS0753'NORTHEAST OF A UTILITY POLE.  NOTE--THE DISK HAS BEEN HIT AND HAS
 KS0753'SEVERAL SURFACE CUTS.
 KS0753
 KS0753                          STATION RECOVERY (2004)
 KS0753
 KS0753'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9214 ***********************************************************************
 JT9214  DESIGNATION -  86 C
 JT9214  PID         -  JT9214
 JT9214  STATE/COUNTY-  CA/NAPA
 JT9214  USGS QUAD   -  CUTTINGS WHARF (1981)
 JT9214
 JT9214                         *CURRENT SURVEY CONTROL
 JT9214  ___________________________________________________________________
 JT9214* NAD 83(1986)-  38 14 06.     (N)    122 16 58.     (W)     SCALED    
 JT9214* NAVD 88     -         2.83   (+/-2cm)       9.3    (feet)  VERTCON   
 JT9214  ___________________________________________________________________
 JT9214  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JT9214  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9214
 JT9214.The horizontal coordinates were scaled from a topographic map and have
 JT9214.an estimated accuracy of +/- 6 seconds.
 JT9214
 JT9214.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9214.The vertical order pertains to the NGVD 29 superseded value.
 JT9214
 JT9214.The geoid height was determined by GEOID03.
 JT9214
 JT9214;                    North         East    Units  Estimated Accuracy
 JT9214;SPC CA 2     -   563,130.    1,975,240.      MT  (+/- 180 meters Scaled)
 JT9214
 JT9214                          SUPERSEDED SURVEY CONTROL
 JT9214
 JT9214  NGVD 29 (??/??/92)    2.084  (m)            6.84   (f) ADJ UNCH    2 2
 JT9214
 JT9214.Superseded values are not recommended for survey control.
 JT9214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9214.See file dsdata.txt to determine how the superseded data were derived.
 JT9214
 JT9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH627321(NAD 83)
 JT9214_MARKER: Z = SEE DESCRIPTION
 JT9214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT9214_SP_SET: CONCRETE POST
 JT9214_MARK LOGO: CA2330
 JT9214_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT9214+STABILITY: SURFACE MOTION
 JT9214
 JT9214  HISTORY     - Date     Condition        Report By
 JT9214  HISTORY     - 1971     MONUMENTED       CA2330
 JT9214
 JT9214                          STATION DESCRIPTION
 JT9214
 JT9214'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9214'SOUTHERN PACIFIC RAILROAD TO VALLEJO, 2200 FT (670.6 M) SOUTH OF NSD
 JT9214'PUMP STATION, EAST OF RIGHT OF WAY, A CONCRETE MONUMENT WITH A METAL
 JT9214'PLATE INSTALLED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5404 ***********************************************************************
 EW5404  DESIGNATION -  86 FMK USGS
 EW5404  PID         -  EW5404
 EW5404  STATE/COUNTY-  CA/VENTURA
 EW5404  USGS QUAD   -  MATILIJA (1988)
 EW5404
 EW5404                         *CURRENT SURVEY CONTROL
 EW5404  ___________________________________________________________________
 EW5404* NAD 83(1986)-  34 24 13.     (N)    119 17 56.     (W)     SCALED    
 EW5404* NAVD 88     -       178.509  (meters)     585.66   (feet)  ADJUSTED  
 EW5404  ___________________________________________________________________
 EW5404  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EW5404  DYNAMIC HT  -         178.320 (meters)     585.04  (feet)  COMP
 EW5404  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 EW5404
 EW5404  VERT ORDER  -  FIRST     CLASS I
 EW5404
 EW5404.The horizontal coordinates were scaled from a topographic map and have
 EW5404.an estimated accuracy of +/- 6 seconds.
 EW5404
 EW5404.The orthometric height was determined by differential leveling
 EW5404.and adjusted in June 1991.
 EW5404
 EW5404.The geoid height was determined by GEOID03.
 EW5404
 EW5404.The dynamic height is computed by dividing the NAVD 88
 EW5404.geopotential number by the normal gravity value computed on the
 EW5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5404.degrees latitude (g = 980.6199 gals.).
 EW5404
 EW5404.The modeled gravity was interpolated from observed gravity values.
 EW5404
 EW5404;                    North         East    Units  Estimated Accuracy
 EW5404;SPC CA 5     -   601,000.    1,880,580.      MT  (+/- 180 meters Scaled)
 EW5404
 EW5404                          SUPERSEDED SURVEY CONTROL
 EW5404
 EW5404  NGVD 29 (??/??/92)  177.744  (m)          583.15   (f) ADJ UNCH    1 1
 EW5404
 EW5404.Superseded values are not recommended for survey control.
 EW5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5404.See file dsdata.txt to determine how the superseded data were derived.
 EW5404
 EW5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU886093(NAD 83)
 EW5404_MARKER: DB = BENCH MARK DISK
 EW5404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5404_SP_SET: MAN HOLE
 EW5404_STAMPING: 86 FMK 1973
 EW5404
 EW5404  HISTORY     - Date     Condition        Report By
 EW5404  HISTORY     - UNK      MONUMENTED
 EW5404  HISTORY     - 1977     GOOD             NGS
 EW5404  HISTORY     - 1983     GOOD             USGS
 EW5404
 EW5404                          STATION DESCRIPTION
 EW5404
 EW5404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5404'4.95 MI SW FROM OJAI.
 EW5404'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5404'OJAI, THENCE 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 33, 0.05 MILE
 EW5404'SOUTH OF THE OAK VIEW CITY LIMIT SIGN AT THE ENTRANCE TO OAK DELL
 EW5404'PARK, IN THE WEST CORNER OF A 5 BY 5-FT. CONCRETE MAN HOLE ENTRANCE
 EW5404'TO OAK DELL PARK, 27.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY,
 EW5404'19.5 FT. NORTHWEST OF A 36-INCH PEPPER TREE , 30 INCHES ABOVE THE
 EW5404'GROUND.
 EW5404
 EW5404                          STATION RECOVERY (1983)
 EW5404
 EW5404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2408 ***********************************************************************
 HS2408  DESIGNATION -  86 G CAL NEWMAN USGS
 HS2408  PID         -  HS2408
 HS2408  STATE/COUNTY-  CA/STANISLAUS
 HS2408  USGS QUAD   -  NEWMAN (1978)
 HS2408
 HS2408                         *CURRENT SURVEY CONTROL
 HS2408  ___________________________________________________________________
 HS2408* NAD 83(1986)-  37 18 57.     (N)    121 01 15.     (W)     SCALED    
 HS2408* NAVD 88     -        27.36   (+/-2cm)      89.8    (feet)  VERTCON   
 HS2408  ___________________________________________________________________
 HS2408  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 HS2408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2408
 HS2408.The horizontal coordinates were scaled from a topographic map and have
 HS2408.an estimated accuracy of +/- 6 seconds.
 HS2408
 HS2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2408.The vertical order pertains to the NGVD 29 superseded value.
 HS2408
 HS2408.The geoid height was determined by GEOID03.
 HS2408
 HS2408;                    North         East    Units  Estimated Accuracy
 HS2408;SPC CA 3     -   590,670.    1,953,830.      MT  (+/- 180 meters Scaled)
 HS2408
 HS2408                          SUPERSEDED SURVEY CONTROL
 HS2408
 HS2408  NGVD 29 (??/??/92)   26.61   (m)           87.3    (f) COMPUTED    2 0
 HS2408
 HS2408.Superseded values are not recommended for survey control.
 HS2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2408.See file dsdata.txt to determine how the superseded data were derived.
 HS2408
 HS2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG753317(NAD 83)
 HS2408_MARKER: P = PIPE CAP
 HS2408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2408_STAMPING: 86 G CAL 1909
 HS2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2408
 HS2408  HISTORY     - Date     Condition        Report By
 HS2408  HISTORY     - 1909     MONUMENTED       USGS
 HS2408  HISTORY     - 1947     MARK NOT FOUND   NGS
 HS2408  HISTORY     - 1961     MARK NOT FOUND   NGS
 HS2408
 HS2408                          STATION DESCRIPTION
 HS2408
 HS2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HS2408'AT NEWMAN.
 HS2408'AT NEWMAN, STANISLAUS COUNTY, 31 FEET SOUTHEAST OF THE WALL OF
 HS2408'THE SOUTHERN PACIFIC CO. RAILROAD STATION, 8.6 FEET WEST OF THE
 HS2408'EAST EDGE OF THE PLATFORM, 4.3 FEET NORTHEAST OF THE SOUTHEAST
 HS2408'CORNER OF THE FREIGHT HOUSE, 3.1 FEET EAST OF THE EAST WALL OF
 HS2408'THE BUILDING, AND 3.3 FEET BELOW THE SURFACE OF THE LOADING
 HS2408'PLATFORM.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HS2408'STAMPED 86 G CAL 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HS2408'IRON PIPE.  NOTE-- IT WAS REPORTED IN DECEMBER 1938 THAT THIS
 HS2408'BENCH MARK IS BENEATH THE FREIGHT-STATION PLATFORM AND THAT THE
 HS2408'PLANKING MUST BE REMOVED TO REACH IT.  IT WAS REPORTED IN
 HS2408'FEBRUARY 1958 THAT THE WOODEN PLATFORM STILL REMAINS AND THE
 HS2408'MARK CANNOT BE LEVELED TO.  NOTE-- MARK WAS NOT LEVELED OVER AS
 HS2408'THE STATION HAS BEEN EXTENDED TO THE SOUTHEAST AND THE MARK
 HS2408'IS PROBABLY UNDER THE STATION AND CAN NOT BE REACHED.
 HS2408
 HS2408                          STATION RECOVERY (1961)
 HS2408
 HS2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HS2408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3011 ***********************************************************************
 HS3011  DESIGNATION -  86 L SFWD
 HS3011  PID         -  HS3011
 HS3011  STATE/COUNTY-  CA/SANTA CLARA
 HS3011  USGS QUAD   -  MILPITAS (1980)
 HS3011
 HS3011                         *CURRENT SURVEY CONTROL
 HS3011  ___________________________________________________________________
 HS3011* NAD 83(1986)-  37 24 09.     (N)    121 57 49.     (W)     SCALED    
 HS3011* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 HS3011  ___________________________________________________________________
 HS3011  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HS3011  VERT ORDER  -  THIRD (See Below)
 HS3011
 HS3011.The horizontal coordinates were scaled from a topographic map and have
 HS3011.an estimated accuracy of +/- 6 seconds.
 HS3011
 HS3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3011.The vertical order pertains to the NGVD 29 superseded value.
 HS3011
 HS3011.The geoid height was determined by GEOID03.
 HS3011
 HS3011;                    North         East    Units  Estimated Accuracy
 HS3011;SPC CA 3     -   601,170.    1,870,420.      MT  (+/- 180 meters Scaled)
 HS3011
 HS3011                          SUPERSEDED SURVEY CONTROL
 HS3011
 HS3011  NGVD 29 (??/??/??)    3.79   (m)           12.4    (f) RESET       3  
 HS3011
 HS3011.Superseded values are not recommended for survey control.
 HS3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3011.See file dsdata.txt to determine how the superseded data were derived.
 HS3011
 HS3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG917400(NAD 83)
 HS3011_MARKER: DD = SURVEY DISK
 HS3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3011_STAMPING: 86 L
 HS3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3011+STABILITY: SURFACE MOTION
 HS3011
 HS3011  HISTORY     - Date     Condition        Report By
 HS3011  HISTORY     - UNK      MONUMENTED       CA3290
 HS3011  HISTORY     - 1960     POOR             NGS
 HS3011  HISTORY     - 1967     MARK NOT FOUND   NGS
 HS3011
 HS3011                          STATION DESCRIPTION
 HS3011
 HS3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3011'0.6 MI NW FROM AGNEW.
 HS3011'0.6 MILE NORTHWEST ALONG SANTA CLARA-ALVISO ROAD FROM THE
 HS3011'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT AGNEW, ABOUT 3/4
 HS3011'POLE SOUTHEAST OF MILEPOLE 41, 80.5 FEET NORTHWEST OF BENCH
 HS3011'MARK 86 R (SFWD), 39.9 FEET NORTHWEST OF THE NORTHWEST SIDE OF
 HS3011'A 6-FOOT CYLINDRICAL CONCRETE HOUSING FOR WATER VALVES WITH A
 HS3011'METAL COVER, 36.2 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 HS3011'29 FEET EAST OF TELEPHONE POLE 95, 3.2 FEET NORTHEAST OF THE
 HS3011'EAST CORNER OF A 5X7-FOOT CONCRETE SLAB COVER, ABOUT 2 FEET
 HS3011'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS3011'PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THE TOP OF THE POST
 HS3011'IS BROKEN AND THE POST IS LOOSE IN THE GROUND.  NOTE-- THE MARK
 HS3011'IS ERRONEOUSLY DESCRIBED AS 86 R (SFWD) IN THE ORIGINAL
 HS3011'DESCRIPTION.
 HS3011
 HS3011                          STATION RECOVERY (1967)
 HS3011
 HS3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS3011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3010 ***********************************************************************
 HS3010  DESIGNATION -  86 R SFWD
 HS3010  PID         -  HS3010
 HS3010  STATE/COUNTY-  CA/SANTA CLARA
 HS3010  USGS QUAD   -  MILPITAS (1980)
 HS3010
 HS3010                         *CURRENT SURVEY CONTROL
 HS3010  ___________________________________________________________________
 HS3010* NAD 83(1986)-  37 24 08.     (N)    121 57 48.     (W)     SCALED    
 HS3010* NAVD 88     -         4.63   (+/-2cm)      15.2    (feet)  VERTCON   
 HS3010  ___________________________________________________________________
 HS3010  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 HS3010  VERT ORDER  -  THIRD (See Below)
 HS3010
 HS3010.The horizontal coordinates were scaled from a topographic map and have
 HS3010.an estimated accuracy of +/- 6 seconds.
 HS3010
 HS3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3010.The vertical order pertains to the NGVD 29 superseded value.
 HS3010
 HS3010.The geoid height was determined by GEOID03.
 HS3010
 HS3010;                    North         East    Units  Estimated Accuracy
 HS3010;SPC CA 3     -   601,140.    1,870,450.      MT  (+/- 180 meters Scaled)
 HS3010
 HS3010                          SUPERSEDED SURVEY CONTROL
 HS3010
 HS3010  NGVD 29 (??/??/??)    3.80   (m)           12.5    (f) RESET       3  
 HS3010
 HS3010.Superseded values are not recommended for survey control.
 HS3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3010.See file dsdata.txt to determine how the superseded data were derived.
 HS3010
 HS3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG917399(NAD 83)
 HS3010_MARKER: DD = SURVEY DISK
 HS3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS3010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS3010_STAMPING: 86 R
 HS3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS3010+STABILITY: SURFACE MOTION
 HS3010
 HS3010  HISTORY     - Date     Condition        Report By
 HS3010  HISTORY     - UNK      MONUMENTED       CA3290
 HS3010  HISTORY     - 1960     GOOD             NGS
 HS3010  HISTORY     - 1967     MARK NOT FOUND   NGS
 HS3010
 HS3010                          STATION DESCRIPTION
 HS3010
 HS3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HS3010'0.6 MI NW FROM AGNEW.
 HS3010'0.6 MILE NORTHWEST ALONG SANTA CLARA-ALVISO ROAD FROM THE
 HS3010'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT AGNEW, 1 POLE
 HS3010'SOUTHEAST OF SOUTHERN PACIFIC COMPANY RAILROAD MILEPOLE 41, 39.4
 HS3010'FEET SOUTH OF THE SOUTH SIDE OF A 6-FOOT CYLINDRICAL CONCRETE
 HS3010'HOUSING FOR WATER VALVES WITH A METAL COVER, 29.9 FEET NORTHEAST
 HS3010'OF THE CENTERLINE OF THE ROAD, 0.3 FOOT NORTHWEST OF THE
 HS3010'NORTHWEST SIDE OF AN 8X14-FOOT CONCRETE SLAB COVER, ABOUT 2 FEET
 HS3010'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 HS3010'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE MARK WAS
 HS3010'ERRONEOUSLY DESCRIBED AS 86 L (SFWD) IN THE ORIGINAL DESCRIPTION.
 HS3010
 HS3010                          STATION RECOVERY (1967)
 HS3010
 HS3010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HS3010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0952 ***********************************************************************
 JT0952  DESIGNATION -  86 S
 JT0952  PID         -  JT0952
 JT0952  STATE/COUNTY-  CA/SONOMA
 JT0952  USGS QUAD   -  KENWOOD (1980)
 JT0952
 JT0952                         *CURRENT SURVEY CONTROL
 JT0952  ___________________________________________________________________
 JT0952* NAD 83(1986)-  38 23 13.     (N)    122 30 14.     (W)     SCALED    
 JT0952* NAVD 88     -       203.84   (+/-2cm)     668.8    (feet)  VERTCON   
 JT0952  ___________________________________________________________________
 JT0952  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JT0952  VERT ORDER  -  THIRD (See Below)
 JT0952
 JT0952.The horizontal coordinates were scaled from a topographic map and have
 JT0952.an estimated accuracy of +/- 6 seconds.
 JT0952
 JT0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0952.The vertical order pertains to the NGVD 29 superseded value.
 JT0952
 JT0952.The geoid height was determined by GEOID03.
 JT0952
 JT0952;                    North         East    Units  Estimated Accuracy
 JT0952;SPC CA 2     -   580,080.    1,955,980.      MT  (+/- 180 meters Scaled)
 JT0952
 JT0952                          SUPERSEDED SURVEY CONTROL
 JT0952
 JT0952  NGVD 29 (??/??/??)  202.99   (m)          666.0    (f) RESET       3  
 JT0952
 JT0952.Superseded values are not recommended for survey control.
 JT0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0952.See file dsdata.txt to determine how the superseded data were derived.
 JT0952
 JT0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH433488(NAD 83)
 JT0952_MARKER: DD = SURVEY DISK
 JT0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0952_STAMPING: 86 S 1947
 JT0952_MARK LOGO: USGS  
 JT0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0952+STABILITY: SURFACE MOTION
 JT0952
 JT0952  HISTORY     - Date     Condition        Report By
 JT0952  HISTORY     - 1947     MONUMENTED       USGS
 JT0952  HISTORY     - 1951     GOOD             CGS
 JT0952
 JT0952                          STATION DESCRIPTION
 JT0952
 JT0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0952'2.5 MI NE FROM GLEN ELLEN.
 JT0952'ABOUT 1.0 MILES NORTHEAST ALONG ARNOLD DRIVE FROM THE POST OFFICE
 JT0952'AT GLEN ELLEN, THENCE 0.6 MILES NORTH ALONG STATE HIGHWAY 12,
 JT0952'THENCE 0.9 MILES EAST ALONG TRINITI ROAD, ON THE OUTSIDE OF A
 JT0952'CURVE, AT THE T JUNCTION OF A PRIVATE TRACK ROAD LEADING NORTH,
 JT0952'37 1/2 FEET NORTH OF THE CENTER LINE OF TRINITI ROAD, 25.0 FEET
 JT0952'WEST OF THE CENTER LINE OF THE TRACK ROAD, 2.5 FEET NORTHEAST
 JT0952'OF A WITNESS POST, ABOUT 4.0 FEET HIGHER THAN TRINITI ROAD, AND
 JT0952'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0984 ***********************************************************************
 JS0984  DESIGNATION -  86 USE
 JS0984  PID         -  JS0984
 JS0984  STATE/COUNTY-  CA/SACRAMENTO
 JS0984  USGS QUAD   -  RIO LINDA (1992)
 JS0984
 JS0984                         *CURRENT SURVEY CONTROL
 JS0984  ___________________________________________________________________
 JS0984* NAD 83(1986)-  38 38 58.     (N)    121 23 36.     (W)     SCALED    
 JS0984* NAVD 88     -        22.735  (meters)      74.59   (feet)  ADJUSTED  
 JS0984  ___________________________________________________________________
 JS0984  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 JS0984  DYNAMIC HT  -          22.720 (meters)      74.54  (feet)  COMP
 JS0984  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JS0984
 JS0984  VERT ORDER  -  FIRST     CLASS I
 JS0984
 JS0984.The horizontal coordinates were scaled from a topographic map and have
 JS0984.an estimated accuracy of +/- 6 seconds.
 JS0984
 JS0984.The orthometric height was determined by differential leveling
 JS0984.and adjusted in June 1991.
 JS0984
 JS0984.The geoid height was determined by GEOID03.
 JS0984
 JS0984.The dynamic height is computed by dividing the NAVD 88
 JS0984.geopotential number by the normal gravity value computed on the
 JS0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0984.degrees latitude (g = 980.6199 gals.).
 JS0984
 JS0984.The modeled gravity was interpolated from observed gravity values.
 JS0984
 JS0984;                    North         East    Units  Estimated Accuracy
 JS0984;SPC CA 2     -   609,270.    2,052,810.      MT  (+/- 180 meters Scaled)
 JS0984
 JS0984                          SUPERSEDED SURVEY CONTROL
 JS0984
 JS0984  NGVD 29 (??/??/??)   21.97   (m)           72.1    (f) RESET       3  
 JS0984
 JS0984.Superseded values are not recommended for survey control.
 JS0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0984.See file dsdata.txt to determine how the superseded data were derived.
 JS0984
 JS0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH398791(NAD 83)
 JS0984_MARKER: DD = SURVEY DISK
 JS0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JS0984_SP_SET: CONCRETE BLOCK
 JS0984_STAMPING: 86 72.32
 JS0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JS0984+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 JS0984
 JS0984  HISTORY     - Date     Condition        Report By
 JS0984  HISTORY     - UNK      MONUMENTED       DOD
 JS0984  HISTORY     - 1969     GOOD             NGS
 JS0984  HISTORY     - 20040413 GOOD             CADT
 JS0984
 JS0984                          STATION DESCRIPTION
 JS0984
 JS0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JS0984'5.6 MI NE FROM SACRAMENTO.
 JS0984'5.65 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0984'FROM ELVAS TOWER AT SACRAMENTO, 0.5 MILE NORTHEAST OF MILEPOLE
 JS0984'97, AT THE CROSSING OF A POWER LINE, 6 1/2 RAILS SOUTHWEST OF
 JS0984'PLANEHAVEN SIDING SIGN, DIRECTLY SOUTHEAST OF A POINT WHERE THE
 JS0984'SOUTHWEST SIDE OF FRAME BUILDING 475D JOINS THE NORTHEAST SIDE
 JS0984'OF CONCRETE BUILDING 475E OF MC CLELLAN AIR FORCE BASE, IN THE
 JS0984'TOP OF A CONCRETE BLOCK FLUSH WITH THE GROUND, 80.1 FEET
 JS0984'NORTHWEST AND ACROSS THE SPUR TRACK FROM THE NORTHWEST RAIL
 JS0984'OF THE SOUTHWEST MAIN TRACK, 33.2 FEET NORTHWEST OF THE NORTHWEST
 JS0984'RAIL OF THE SPUR TRACK, 21.5 FEET NORTHEAST OF THE NORTHEAST
 JS0984'BOUNDARY FENCE OF THE A.F.B., 32 FEET NORTHEAST OF TELEPHONE
 JS0984'POLE 312, 1.3 FEET NORTHEAST OF A WOODEN WITNESS POST, 1.0
 JS0984'FOOT SOUTHWEST OF A WITNESS POST.
 JS0984
 JS0984                          STATION RECOVERY (2004)
 JS0984
 JS0984'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 JS0984'MULTIPATH SOURCES NEARBY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0058 ***********************************************************************
 HS0058  DESIGNATION -  86 USGS
 HS0058  PID         -  HS0058
 HS0058  STATE/COUNTY-  CA/STANISLAUS
 HS0058  USGS QUAD   -  WESTLEY (1991)
 HS0058
 HS0058                         *CURRENT SURVEY CONTROL
 HS0058  ___________________________________________________________________
 HS0058* NAD 83(1986)-  37 35 06.     (N)    121 14 18.     (W)     SCALED    
 HS0058* NAVD 88     -        26.59   (+/-2cm)      87.2    (feet)  VERTCON   
 HS0058  ___________________________________________________________________
 HS0058  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 HS0058  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0058
 HS0058.The horizontal coordinates were scaled from a topographic map and have
 HS0058.an estimated accuracy of +/- 6 seconds.
 HS0058
 HS0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0058.The vertical order pertains to the NGVD 29 superseded value.
 HS0058
 HS0058.The geoid height was determined by GEOID03.
 HS0058
 HS0058;                    North         East    Units  Estimated Accuracy
 HS0058;SPC CA 3     -   620,670.    1,934,790.      MT  (+/- 180 meters Scaled)
 HS0058
 HS0058                          SUPERSEDED SURVEY CONTROL
 HS0058
 HS0058  NGVD 29 (??/??/92)   25.85   (m)           84.8    (f) COMPUTED    1 2
 HS0058
 HS0058.Superseded values are not recommended for survey control.
 HS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0058.See file dsdata.txt to determine how the superseded data were derived.
 HS0058
 HS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG555612(NAD 83)
 HS0058_MARKER: P = PIPE CAP
 HS0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0058_STAMPING: 86 G CAL 1909
 HS0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0058
 HS0058  HISTORY     - Date     Condition        Report By
 HS0058  HISTORY     - 1909     MONUMENTED       USGS
 HS0058  HISTORY     - 1958     GOOD             NGS
 HS0058  HISTORY     - 1965     GOOD             NGS
 HS0058
 HS0058                          STATION DESCRIPTION
 HS0058
 HS0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS0058'3.3 MI NW FROM WESTLEY.
 HS0058'3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS0058'FROM THE STATION AT WESTLEY, IN R7E T4S S18, 4 1/2 TELEPHONE
 HS0058'POLES SOUTHEAST OF AND ACROSS THE TRACKS FROM MILEPOLE 97,
 HS0058'140 FEET NORTHWEST OF A TELEPHONE POLE, 36 FEET SOUTHEAST
 HS0058'OF A TELEPHONE POLE, 46 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HS0058'33 FEET SOUTHWEST OF THE SOUTHWEST BANK OF AN IRRIGATION DITCH,
 HS0058'15 1/2 FEET NORTHEAST OF A POINT IN LINE WITH A TELEPHONE
 HS0058'POLE LINE, 2.0 FEET NORTHWEST OF A WITNESS POST, AND RIVETED
 HS0058'ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1.4 FEET
 HS0058'ABOVE THE GROUND.
 HS0058
 HS0058                          STATION RECOVERY (1965)
 HS0058
 HS0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0341 ***********************************************************************
 GU0341  DESIGNATION -  86.1 USBR
 GU0341  PID         -  GU0341
 GU0341  STATE/COUNTY-  CA/MERCED
 GU0341  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0341
 GU0341                         *CURRENT SURVEY CONTROL
 GU0341  ___________________________________________________________________
 GU0341* NAD 83(1986)-  36 57 17.     (N)    120 49 23.     (W)     SCALED    
 GU0341* NAVD 88     -        52.77   (+/-2cm)     173.1    (feet)  VERTCON   
 GU0341  ___________________________________________________________________
 GU0341  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GU0341  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0341
 GU0341.The horizontal coordinates were scaled from a topographic map and have
 GU0341.an estimated accuracy of +/- 6 seconds.
 GU0341
 GU0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0341.The vertical order pertains to the NGVD 29 superseded value.
 GU0341
 GU0341.The geoid height was determined by GEOID03.
 GU0341
 GU0341;                    North         East    Units  Estimated Accuracy
 GU0341;SPC CA 3     -   550,520.    1,971,230.      MT  (+/- 180 meters Scaled)
 GU0341
 GU0341                          SUPERSEDED SURVEY CONTROL
 GU0341
 GU0341  NGVD 29 (??/??/92)   51.950  (m)          170.44   (f) ADJ UNCH    2 0
 GU0341
 GU0341.Superseded values are not recommended for survey control.
 GU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0341.See file dsdata.txt to determine how the superseded data were derived.
 GU0341
 GU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF938920(NAD 83)
 GU0341_MARKER: DD = SURVEY DISK
 GU0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0341_SP_SET: CURB AT BRIDGE
 GU0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0341
 GU0341  HISTORY     - Date     Condition        Report By
 GU0341  HISTORY     - UNK      MONUMENTED       BOR
 GU0341  HISTORY     - 1955     GOOD             NGS
 GU0341  HISTORY     - 1972     GOOD             NGS
 GU0341
 GU0341                          STATION DESCRIPTION
 GU0341
 GU0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0341'8 MI S FROM LOS BANOS.
 GU0341'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM
 GU0341'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 5.4 MILES
 GU0341'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 1.7 MILES SOUTH
 GU0341'ALONG THE DELTA-MENDOTA CANAL, AT CONCRETE BRIDGE 86.19, IN
 GU0341'THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURBING, 13 FEET
 GU0341'SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER
 GU0341'THAN THE ROAD.
 GU0341
 GU0341                          STATION RECOVERY (1972)
 GU0341
 GU0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GU0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1624 ***********************************************************************
 EW1624  DESIGNATION -  86.168 C OF LA
 EW1624  PID         -  EW1624
 EW1624  STATE/COUNTY-  CA/LOS ANGELES
 EW1624  USGS QUAD   -  BEVERLY HILLS (1995)
 EW1624
 EW1624                         *CURRENT SURVEY CONTROL
 EW1624  ___________________________________________________________________
 EW1624* NAD 83(1986)-  34 01 14.     (N)    118 24 13.     (W)     SCALED    
 EW1624* NAVD 88     -        26.83   (+/-2cm)      88.0    (feet)  VERTCON   
 EW1624  ___________________________________________________________________
 EW1624  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EW1624  VERT ORDER  -  THIRD (See Below)
 EW1624
 EW1624.The horizontal coordinates were scaled from a topographic map and have
 EW1624.an estimated accuracy of +/- 6 seconds.
 EW1624
 EW1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1624.The vertical order pertains to the NGVD 29 superseded value.
 EW1624
 EW1624.The geoid height was determined by GEOID03.
 EW1624
 EW1624;                    North         East    Units  Estimated Accuracy
 EW1624;SPC CA 5     -   557,820.    1,962,720.      MT  (+/- 180 meters Scaled)
 EW1624
 EW1624                          SUPERSEDED SURVEY CONTROL
 EW1624
 EW1624  NGVD 29 (??/??/??)   26.07   (m)           85.5    (f) RESET       3  
 EW1624
 EW1624.Superseded values are not recommended for survey control.
 EW1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1624.See file dsdata.txt to determine how the superseded data were derived.
 EW1624
 EW1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT704653(NAD 83)
 EW1624_MARKER: S = SPIKE
 EW1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1624_SP_SET: CURB
 EW1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1624
 EW1624  HISTORY     - Date     Condition        Report By
 EW1624  HISTORY     - UNK      MONUMENTED       CA1980
 EW1624  HISTORY     - 1945     GOOD             NGS
 EW1624  HISTORY     - 1964     GOOD             NGS
 EW1624
 EW1624                          STATION DESCRIPTION
 EW1624
 EW1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1624'AT LOS ANGELES.
 EW1624'AT LOS ANGELES AT THE INTERSECTION OF VENICE BOULEVARD AND MOTOR
 EW1624'AVENUE, IN THE NORTHWEST CURB OF VENICE BOULEVARD, 15.6 FEET
 EW1624'NORTHEAST OF THE NORTHEAST CURBLINE OF MOTOR AVENUE.  A CUT
 EW1624'SPIKE SET IN THE CURB.
 EW1624
 EW1624                          STATION RECOVERY (1964)
 EW1624
 EW1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EW1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3643 ***********************************************************************
 HT3643  DESIGNATION -  86.24=199
 HT3643  PID         -  HT3643
 HT3643  STATE/COUNTY-  CA/SANTA CRUZ
 HT3643  USGS QUAD   -  DAVENPORT (1997)
 HT3643
 HT3643                         *CURRENT SURVEY CONTROL
 HT3643  ___________________________________________________________________
 HT3643* NAD 83(1986)-  37 00 42.     (N)    122 10 36.     (W)     SCALED    
 HT3643* NAVD 88     -        27.103  (meters)      88.92   (feet)  ADJUSTED  
 HT3643  ___________________________________________________________________
 HT3643  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HT3643  DYNAMIC HT  -          27.084 (meters)      88.86  (feet)  COMP
 HT3643  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 HT3643
 HT3643  VERT ORDER  -  FIRST     CLASS II
 HT3643
 HT3643.The horizontal coordinates were scaled from a topographic map and have
 HT3643.an estimated accuracy of +/- 6 seconds.
 HT3643
 HT3643.The orthometric height was determined by differential leveling
 HT3643.and adjusted in February 1993.
 HT3643
 HT3643.The geoid height was determined by GEOID03.
 HT3643
 HT3643.The dynamic height is computed by dividing the NAVD 88
 HT3643.geopotential number by the normal gravity value computed on the
 HT3643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3643.degrees latitude (g = 980.6199 gals.).
 HT3643
 HT3643.The modeled gravity was interpolated from observed gravity values.
 HT3643
 HT3643;                    North         East    Units  Estimated Accuracy
 HT3643;SPC CA 3     -   558,120.    1,850,790.      MT  (+/- 180 meters Scaled)
 HT3643
 HT3643                          SUPERSEDED SURVEY CONTROL
 HT3643
 HT3643  NGVD 29 (10/21/93)   26.279  (m)           86.22   (f) ADJUSTED    1 2
 HT3643
 HT3643.Superseded values are not recommended for survey control.
 HT3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3643.See file dsdata.txt to determine how the superseded data were derived.
 HT3643
 HT3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF732964(NAD 83)
 HT3643_MARKER: DD = SURVEY DISK
 HT3643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT3643_SP_SET: WINGWALL
 HT3643_STAMPING: B.M. 86.24 BD.1
 HT3643_MARK LOGO: CA-087
 HT3643_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3643+STABILITY: SURFACE MOTION
 HT3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3643+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1990
 HT3643
 HT3643  HISTORY     - Date     Condition        Report By
 HT3643  HISTORY     - UNK      MONUMENTED       CA-087
 HT3643  HISTORY     - 19900507 GOOD             NGS
 HT3643
 HT3643                          STATION DESCRIPTION
 HT3643
 HT3643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3643'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3643'OFFICE AT DAVENPORT, THENCE 1.0 KM (0.6 MI) NORTHEASTERLY ALONG
 HT3643'BONNIE DOON ROAD, 10.4 M (34.1 FT) NORTHWEST OF THE SOUTHEAST END OF
 HT3643'THE NORTHEAST WINGWALL OF A BOX CULVERT FOR WEST LIDDELL CREEK, AND
 HT3643'5.4 M (17.7 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS3630 ***********************************************************************
 HS3630  DESIGNATION -  86.377 EBMUD
 HS3630  PID         -  HS3630
 HS3630  STATE/COUNTY-  CA/CONTRA COSTA
 HS3630  USGS QUAD   -  BRENTWOOD (1978)
 HS3630
 HS3630                         *CURRENT SURVEY CONTROL
 HS3630  ___________________________________________________________________
 HS3630* NAD 83(1986)-  37 57 15.     (N)    121 43 00.     (W)     SCALED    
 HS3630* NAVD 88     -        27.13   (+/-2cm)      89.0    (feet)  VERTCON   
 HS3630  ___________________________________________________________________
 HS3630  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 HS3630  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS3630
 HS3630.The horizontal coordinates were scaled from a topographic map and have
 HS3630.an estimated accuracy of +/- 6 seconds.
 HS3630
 HS3630.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS3630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS3630.The vertical order pertains to the NGVD 29 superseded value.
 HS3630
 HS3630.The geoid height was determined by GEOID03.
 HS3630
 HS3630;                    North         East    Units  Estimated Accuracy
 HS3630;SPC CA 3     -   662,080.    1,893,080.      MT  (+/- 180 meters Scaled)
 HS3630
 HS3630                          SUPERSEDED SURVEY CONTROL
 HS3630
 HS3630  NGVD 29 (??/??/92)   26.391  (m)           86.58   (f) ADJ UNCH    1 2
 HS3630
 HS3630.Superseded values are not recommended for survey control.
 HS3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS3630.See file dsdata.txt to determine how the superseded data were derived.
 HS3630
 HS3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH127015(NAD 83)
 HS3630_MARKER: DD = SURVEY DISK
 HS3630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS3630_SP_SET: BRIDGE
 HS3630_STAMPING: P 2998+02.92 ELEV 86.377
 HS3630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS3630
 HS3630  HISTORY     - Date     Condition        Report By
 HS3630  HISTORY     - UNK      MONUMENTED       EBMUD
 HS3630  HISTORY     - 1951     GOOD             NGS
 HS3630  HISTORY     - 1963     GOOD             NGS
 HS3630
 HS3630                          STATION DESCRIPTION
 HS3630
 HS3630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HS3630'1.9 MI NW FROM BRENTWOOD.
 HS3630'1.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS3630'FROM THE STATION AT BRENTWOOD, AT A CONCRETE BRIDGE OVER THE EAST
 HS3630'BAY MUNICIPAL UTILITY DISTRICT TWIN 60-INCH PIPES, IN THE TOP
 HS3630'OF THE SOUTHWEST CONCRETE HEADWALL, 87 FEET NORTHEAST OF THE
 HS3630'CENTER LINE OF A PAVED ROAD, 5.6 FEET SOUTHWEST OF THE
 HS3630'SOUTHWEST RAIL, 7.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 HS3630'HEADWALL, 0.7 FEET WEST OF AN IRON GUARD RAIL POST, AND SET ABOUT
 HS3630'1 1/2 FEET LOWER THAN THE TRACK.  SECTION 2, T 1 N, R 2 E.
 HS3630
 HS3630                          STATION RECOVERY (1963)
 HS3630
 HS3630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HS3630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0331 ***********************************************************************
 GU0331  DESIGNATION -  86.94 L
 GU0331  PID         -  GU0331
 GU0331  STATE/COUNTY-  CA/MERCED
 GU0331  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0331
 GU0331                         *CURRENT SURVEY CONTROL
 GU0331  ___________________________________________________________________
 GU0331* NAD 83(1986)-  36 55 14.     (N)    120 49 43.     (W)     SCALED    
 GU0331* NAVD 88     -       104.294  (meters)     342.17   (feet)  ADJUSTED  
 GU0331  ___________________________________________________________________
 GU0331  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 GU0331  DYNAMIC HT  -         104.208 (meters)     341.89  (feet)  COMP
 GU0331  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 GU0331
 GU0331  VERT ORDER  -  FIRST     CLASS I
 GU0331
 GU0331.The horizontal coordinates were scaled from a topographic map and have
 GU0331.an estimated accuracy of +/- 6 seconds.
 GU0331
 GU0331.The orthometric height was determined by differential leveling
 GU0331.and adjusted in June 1991.
 GU0331
 GU0331.The geoid height was determined by GEOID03.
 GU0331
 GU0331.The dynamic height is computed by dividing the NAVD 88
 GU0331.geopotential number by the normal gravity value computed on the
 GU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0331.degrees latitude (g = 980.6199 gals.).
 GU0331
 GU0331.The modeled gravity was interpolated from observed gravity values.
 GU0331
 GU0331;                    North         East    Units  Estimated Accuracy
 GU0331;SPC CA 3     -   546,730.    1,970,720.      MT  (+/- 180 meters Scaled)
 GU0331
 GU0331                          SUPERSEDED SURVEY CONTROL
 GU0331
 GU0331  NGVD 29 (??/??/92)  103.456  (m)          339.42   (f) ADJ UNCH    1 1
 GU0331
 GU0331.Superseded values are not recommended for survey control.
 GU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0331.See file dsdata.txt to determine how the superseded data were derived.
 GU0331
 GU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF934882(NAD 83)
 GU0331_MARKER: DD = SURVEY DISK
 GU0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0331_SP_SET: HEADWALL OF OUTLET GATE
 GU0331_STAMPING: 86.94 L SOUTH
 GU0331_MARK LOGO: BOR   
 GU0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0331+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 GU0331
 GU0331  HISTORY     - Date     Condition        Report By
 GU0331  HISTORY     - UNK      MONUMENTED       BOR
 GU0331  HISTORY     - 1975     GOOD             NGS
 GU0331  HISTORY     - 19881121 GOOD             NGS
 GU0331
 GU0331                          STATION DESCRIPTION
 GU0331
 GU0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0331'0.2 MI S FROM DOS AMIGOS PUMP PLANT.
 GU0331'0.2 MILE SOUTH ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0331'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.05 MILE
 GU0331'WEST OF POLE LINE ROAD, IN THE TOP OF AN OUTLET STRUCTURE FOR
 GU0331'SIX DISCHARGE LINES, 48 FEET WEST OF THE CENTER LINE OF THE EAST
 GU0331'LEVEE ROAD, 16 FEET SOUTH OF AN ASPHALT ENTRANCE ROAD, 14 FEET
 GU0331'WEST OF THE SOUTHEAST CORNER OF A GUARDRAIL, 12 FEET WEST OF
 GU0331'THE EAST END OF THE STRUCTURE, AND ABOUT LEVEL WITH THE LEVEE
 GU0331'ROAD.
 GU0331
 GU0331                          STATION RECOVERY (1988)
 GU0331
 GU0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2763 ***********************************************************************
 DX2763  DESIGNATION -  860.353
 DX2763  PID         -  DX2763
 DX2763  STATE/COUNTY-  CA/RIVERSIDE
 DX2763  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2763
 DX2763                         *CURRENT SURVEY CONTROL
 DX2763  ___________________________________________________________________
 DX2763* NAD 83(1986)-  33 58 53.     (N)    117 22 13.     (W)     SCALED    
 DX2763* NAVD 88     -       262.977  (meters)     862.78   (feet)  READJUSTED
 DX2763  ___________________________________________________________________
 DX2763  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DX2763  DYNAMIC HT  -         262.690 (meters)     861.84  (feet)  COMP
 DX2763  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 DX2763
 DX2763  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX2763
 DX2763.The horizontal coordinates were scaled from a topographic map and have
 DX2763.an estimated accuracy of +/- 6 seconds.
 DX2763
 DX2763.The orthometric height was determined by differential leveling
 DX2763.and adjusted in February 1993.
 DX2763.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX2763.distribution rate of 0.0 thru 1.0 mm/km.
 DX2763.The height was derived from older observations constrained to new
 DX2763.heights in a crustal motion area.  The height is approximate in
 DX2763.relation to other heights in its vicinity.
 DX2763
 DX2763.The geoid height was determined by GEOID03.
 DX2763
 DX2763.The dynamic height is computed by dividing the NAVD 88
 DX2763.geopotential number by the normal gravity value computed on the
 DX2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2763.degrees latitude (g = 980.6199 gals.).
 DX2763
 DX2763.The modeled gravity was interpolated from observed gravity values.
 DX2763
 DX2763;                    North         East    Units  Estimated Accuracy
 DX2763;SPC CA 6     -   701,820.    1,896,480.      MT  (+/- 180 meters Scaled)
 DX2763
 DX2763                          SUPERSEDED SURVEY CONTROL
 DX2763
 DX2763  NGVD 29 (??/??/92)  262.221  (m)          860.30   (f) ADJ UNCH    1 1
 DX2763
 DX2763.Superseded values are not recommended for survey control.
 DX2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2763.See file dsdata.txt to determine how the superseded data were derived.
 DX2763
 DX2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT657601(NAD 83)
 DX2763_MARKER: S = SPIKE
 DX2763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2763_SP_SET: CURB
 DX2763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2763
 DX2763  HISTORY     - Date     Condition        Report By
 DX2763  HISTORY     - UNK      MONUMENTED       CA3070
 DX2763  HISTORY     - 1961     GOOD             NGS
 DX2763  HISTORY     - 1977     GOOD             NGS
 DX2763  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX2763
 DX2763                          STATION DESCRIPTION
 DX2763
 DX2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DX2763'AT RIVERSIDE.
 DX2763'AT RIVERSIDE, AT THE INTERSECTION OF SEVENTH AND LIME STREETS,
 DX2763'IN THE TOP OF THE NORTHWEST CONCRETE CURB OF LIME STREET, 44
 DX2763'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE Y.W.C.A. BUILDING,
 DX2763'17 1/2 FEET NORTHWEST OF THE CENTER LINE OF LIME STREET, 30
 DX2763'FEET NORTHEAST OF THE NORTHEAST CURB OF SEVENTH STREET, 9 FEET
 DX2763'NORTH OF LIGHT POLE NO. 5303, AND ABOUT 0.4 FOOT HIGHER THAN
 DX2763'THE STREET.
 DX2763
 DX2763                          STATION RECOVERY (1977)
 DX2763
 DX2763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2763'RECOVERED IN GOOD CONDITION.
 DX2763
 DX2763                          STATION RECOVERY (1988)
 DX2763
 DX2763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2763'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3053 ***********************************************************************
 EV3053  DESIGNATION -  861
 EV3053  PID         -  EV3053
 EV3053  STATE/COUNTY-  CA/LOS ANGELES
 EV3053  USGS QUAD   -  SAN DIMAS (1981)
 EV3053
 EV3053                         *CURRENT SURVEY CONTROL
 EV3053  ___________________________________________________________________
 EV3053* NAD 83(1986)-  34 03 31.     (N)    117 45 04.     (W)     SCALED    
 EV3053* NAVD 88     -       263.57   (+/-2cm)     864.7    (feet)  VERTCON   
 EV3053  ___________________________________________________________________
 EV3053  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EV3053  VERT ORDER  -  FIRST     CLASS II (See Below)
 EV3053
 EV3053.The horizontal coordinates were scaled from a topographic map and have
 EV3053.an estimated accuracy of +/- 6 seconds.
 EV3053
 EV3053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV3053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV3053.The vertical order pertains to the NGVD 29 superseded value.
 EV3053
 EV3053.The geoid height was determined by GEOID03.
 EV3053
 EV3053;                    North         East    Units  Estimated Accuracy
 EV3053;SPC CA 5     -   561,990.    2,022,980.      MT  (+/- 180 meters Scaled)
 EV3053
 EV3053                          SUPERSEDED SURVEY CONTROL
 EV3053
 EV3053  NGVD 29 (??/??/92)  262.81   (m)          862.2    (f) COMPUTED    1 2
 EV3053
 EV3053.Superseded values are not recommended for survey control.
 EV3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3053.See file dsdata.txt to determine how the superseded data were derived.
 EV3053
 EV3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT306689(NAD 83)
 EV3053_MARKER: P = PIPE CAP
 EV3053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EV3053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EV3053_STAMPING: 861
 EV3053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3053
 EV3053  HISTORY     - Date     Condition        Report By
 EV3053  HISTORY     - UNK      MONUMENTED       USGS
 EV3053  HISTORY     - 1934     GOOD             NGS
 EV3053  HISTORY     - 1969     MARK NOT FOUND   NGS
 EV3053
 EV3053                          STATION DESCRIPTION
 EV3053
 EV3053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EV3053'AT POMONA.
 EV3053'AT POMONA, LOS ANGELES COUNTY, ABOUT 55 FEET FROM THE RAILROAD
 EV3053'STATION AND NEAR A TELEPHONE POLE NEAR THE PARK HEDGE.  A U.S.
 EV3053'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 861 AND RIVETED ON THE TOP
 EV3053'OF A 3 1/2 INCH IRON PIPE.
 EV3053
 EV3053                          STATION RECOVERY (1969)
 EV3053
 EV3053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EV3053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2793 ***********************************************************************
 DX2793  DESIGNATION -  861
 DX2793  PID         -  DX2793
 DX2793  STATE/COUNTY-  CA/RIVERSIDE
 DX2793  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2793
 DX2793                         *CURRENT SURVEY CONTROL
 DX2793  ___________________________________________________________________
 DX2793* NAD 83(1986)-  33 55 53.     (N)    117 24 21.     (W)     SCALED    
 DX2793* NAVD 88     -       263.51   (+/-2cm)     864.5    (feet)  VERTCON   
 DX2793  ___________________________________________________________________
 DX2793  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DX2793  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2793
 DX2793.The horizontal coordinates were scaled from a topographic map and have
 DX2793.an estimated accuracy of +/- 6 seconds.
 DX2793
 DX2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2793.The vertical order pertains to the NGVD 29 superseded value.
 DX2793
 DX2793.The geoid height was determined by GEOID03.
 DX2793
 DX2793;                    North         East    Units  Estimated Accuracy
 DX2793;SPC CA 6     -   696,310.    1,893,130.      MT  (+/- 180 meters Scaled)
 DX2793
 DX2793                          SUPERSEDED SURVEY CONTROL
 DX2793
 DX2793  NGVD 29 (??/??/??)  262.761  (m)          862.08   (f) ADJUSTED    1 2
 DX2793
 DX2793.Superseded values are not recommended for survey control.
 DX2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2793.See file dsdata.txt to determine how the superseded data were derived.
 DX2793
 DX2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT624546(NAD 83)
 DX2793_MARKER: B = BOLT
 DX2793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2793_SP_SET: PLATFORM
 DX2793_STAMPING: 861
 DX2793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2793
 DX2793  HISTORY     - Date     Condition        Report By
 DX2793  HISTORY     - UNK      MONUMENTED       USGS
 DX2793  HISTORY     - 1934     GOOD             NGS
 DX2793  HISTORY     - 1958     MARK NOT FOUND   NGS
 DX2793
 DX2793                          STATION DESCRIPTION
 DX2793
 DX2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DX2793'AT CASA BLANCA.
 DX2793'AT CASA BLANCA, RIVERSIDE COUNTY, ON THE ATCHISON, TOPEKA AND
 DX2793'SANTA FE RAILWAY, 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DX2793'THE STATION, IN THE SOUTHEAST CONCRETE FOUNDATION PIER OF THE
 DX2793'PLATFORM, 13 FEET NORTH OF THE NORTH RAIL, ABOUT 1 FOOT UNDER
 DX2793'GROUND, AND PROTECTED BY A COVERED CYLINDER ABOUT 4 INCHES
 DX2793'HIGH.  A COPPER BOLT, STAMPED 861.  NOTE-- ACCORDING TO THE
 DX2793'STATION AGENT, THE STATION HAS BEEN MOVED AWAY FROM THE TRACKS
 DX2793'AND A NEW TRACK HAS BEEN CONSTRUCTED WHICH RUNS OVER THE
 DX2793'DESCRIBED LOCATION OF THE MARK.
 DX2793
 DX2793                          STATION RECOVERY (1958)
 DX2793
 DX2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DX2793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV3163 ***********************************************************************
 EV3163  DESIGNATION -  861=Q 36 RESET
 EV3163  PID         -  EV3163
 EV3163  STATE/COUNTY-  CA/LOS ANGELES
 EV3163  USGS QUAD   -  SAN DIMAS (1981)
 EV3163
 EV3163                         *CURRENT SURVEY CONTROL
 EV3163  ___________________________________________________________________
 EV3163* NAD 83(1986)-  34 03 31.     (N)    117 45 11.     (W)     SCALED    
 EV3163* NAVD 88     -       262.434  (meters)     861.00   (feet)  READJUSTED
 EV3163  ___________________________________________________________________
 EV3163  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EV3163  DYNAMIC HT  -         262.150 (meters)     860.07  (feet)  COMP
 EV3163  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 EV3163  OBS GRAVITY -     979,530.0   (mgal)                       GRAV_OBS
 EV3163
 EV3163  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EV3163
 EV3163.The horizontal coordinates were scaled from a topographic map and have
 EV3163.an estimated accuracy of +/- 6 seconds.
 EV3163
 EV3163.The orthometric height was determined by differential leveling
 EV3163.and adjusted in February 1993.
 EV3163.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EV3163.distribution rate of 0.0 thru 1.0 mm/km.
 EV3163.The height was derived from older observations constrained to new
 EV3163.heights in a crustal motion area.  The height is approximate in
 EV3163.relation to other heights in its vicinity.
 EV3163
 EV3163.The geoid height was determined by GEOID03.
 EV3163
 EV3163.The dynamic height is computed by dividing the NAVD 88
 EV3163.geopotential number by the normal gravity value computed on the
 EV3163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV3163.degrees latitude (g = 980.6199 gals.).
 EV3163
 EV3163.The modeled gravity was interpolated from observed gravity values.
 EV3163.The observed gravity was obtained from relative gravimeter ties
 EV3163.to the IGSN71 gravity network.
 EV3163
 EV3163;                    North         East    Units  Estimated Accuracy
 EV3163;SPC CA 5     -   561,990.    2,022,800.      MT  (+/- 180 meters Scaled)
 EV3163
 EV3163                          SUPERSEDED SURVEY CONTROL
 EV3163
 EV3163  NGVD 29 (??/??/92)  261.673  (m)          858.51   (f) ADJ UNCH    1 1
 EV3163
 EV3163.Superseded values are not recommended for survey control.
 EV3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV3163.See file dsdata.txt to determine how the superseded data were derived.
 EV3163
 EV3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT305689(NAD 83)
 EV3163_MARKER: DD = SURVEY DISK
 EV3163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EV3163_SP_SET: SIDEWALK
 EV3163_STAMPING: Q36 861 USGS RESET 1967
 EV3163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EV3163
 EV3163  HISTORY     - Date     Condition        Report By
 EV3163  HISTORY     - 1967     MONUMENTED       USGS
 EV3163  HISTORY     - 1967     GOOD             NGS
 EV3163  HISTORY     - 1974     GOOD             CA-037
 EV3163  HISTORY     - 1978     GOOD             NGS
 EV3163  HISTORY     - 20070603 MARK NOT FOUND   GEOCAC
 EV3163
 EV3163                          STATION DESCRIPTION
 EV3163
 EV3163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EV3163'AT POMONA.
 EV3163'AT POMONA, LOCATED BETWEEN THE SOUTHERN PACIFIC RAILROAD AND WEST
 EV3163'FIRST STREET, IN THE NORTHEAST CORNER OF THE INTERSECTION OF WEST
 EV3163'FIRST STREET AND GORDON STREET, 45.5 FEET NORTHEAST OF THE CENTER
 EV3163'OF THE INTERSECTION OF WEST FIRST STREET AND GORDON STREET, 38.5
 EV3163'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN MOST TRACKS, 9.5
 EV3163'FEET EAST OF AN AUTOMOBILE PARKING METER POST, 3.8 FEET SOUTHWEST
 EV3163'OF THE CENTER OF A 24 INCHES IN DIAMETER METAL MAN-HOLE COVER THAT
 EV3163'IS IN THE CENTER OF THE SIDEWALK, AND 3.2 FEET WEST OF THE CENTER
 EV3163'OF A STORM DRAIN.  THE DISK IS CEMENTED IN A DRILL HOLE, FLUSH
 EV3163'WITH THE SURFACE OF THE NORTH CONCRETE CURB OF WEST FIRST STREET.
 EV3163
 EV3163                          STATION RECOVERY (1974)
 EV3163
 EV3163'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1974
 EV3163'FIRST STREET AND GORDON STREET.  SET FLUSH IN THE NORTH CURB OF FIRST
 EV3163'STREET.  15.5 FEET EAST OF THE EAST CURB LINE OF GORDON STREET
 EV3163'PRODUCED.  0.5 FOOT WEST OF THE SOUTHWEST CORNER OF A CATCH BASIN. (IT
 EV3163'IS BELIEVED THAT THIS IS OUR OLD B.M. 11-81 THAT HAS BEEN RESET IN A
 EV3163'DIFFERENT LOCATION, WITH ADDITIONAL STAMPING ADDED, AND IS NOW OUR
 EV3163'B.M. 11-81A).
 EV3163
 EV3163                          STATION RECOVERY (1978)
 EV3163
 EV3163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EV3163'AT POMONA, AT THE T-JUNCTION OF FIRST STREET AND GORDON STREET, IN TOP
 EV3163'THE NORTH CURB OF FIRST STREET, 40 FT. EAST OF THE EXTENDED CENTER
 EV3163'LINE GORDON STREET, 18 FT. NORTH THE CENTER LINE FIRST STREET, 0.8
 EV3163'FT. WEST OF THE SOUTHWEST CORNER OF A 4 BY 5-FT. CATCH BASIN,
 EV3163'NOTE--THIS MARK IS STAMPED USGS FROM ITS ORIGINAL DESIGNATION BUT A
 EV3163'STANDARD C AND GS DISK WAS USED TO RESET THE MARK.
 EV3163
 EV3163                          STATION RECOVERY (2007)
 EV3163
 EV3163'RECOVERY NOTE BY GEOCACHING 2007 (LJK)
 EV3163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0103 ***********************************************************************
 FV0103  DESIGNATION -  863.3 CAHD
 FV0103  PID         -  FV0103
 FV0103  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0103  USGS QUAD   -  ESTRELLA (1979)
 FV0103
 FV0103                         *CURRENT SURVEY CONTROL
 FV0103  ___________________________________________________________________
 FV0103* NAD 83(1986)-  35 37 48.     (N)    120 37 05.     (W)     SCALED    
 FV0103* NAVD 88     -       263.99   (+/-2cm)     866.1    (feet)  VERTCON   
 FV0103  ___________________________________________________________________
 FV0103  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 FV0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 FV0103
 FV0103.The horizontal coordinates were scaled from a topographic map and have
 FV0103.an estimated accuracy of +/- 6 seconds.
 FV0103
 FV0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0103.The vertical order pertains to the NGVD 29 superseded value.
 FV0103
 FV0103.The geoid height was determined by GEOID03.
 FV0103
 FV0103;                    North         East    Units  Estimated Accuracy
 FV0103;SPC CA 5     -   739,370.    1,762,870.      MT  (+/- 180 meters Scaled)
 FV0103
 FV0103                          SUPERSEDED SURVEY CONTROL
 FV0103
 FV0103  NGVD 29 (??/??/92)  263.037  (m)          862.98   (f) ADJ UNCH    2 0
 FV0103
 FV0103.Superseded values are not recommended for survey control.
 FV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0103.See file dsdata.txt to determine how the superseded data were derived.
 FV0103
 FV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE156455(NAD 83)
 FV0103_MARKER: Z = SEE DESCRIPTION
 FV0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FV0103_SP_SET: ROW MARKER
 FV0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0103
 FV0103  HISTORY     - Date     Condition        Report By
 FV0103  HISTORY     - UNK      MONUMENTED       CADH
 FV0103  HISTORY     - 1948     GOOD             NGS
 FV0103  HISTORY     - 1970     MARK NOT FOUND   NGS
 FV0103
 FV0103                          STATION DESCRIPTION
 FV0103
 FV0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FV0103'4.8 MI E FROM PASO ROBLES.
 FV0103'4.8 MILES EAST ALONG OLD STATE HIGHWAY 41 FROM THE POST OFFICE
 FV0103'AT PASO ROBLES, ABOUT 200 FEET WEST OF STATION MARKER 262+00, AT
 FV0103'STATION 260+00, 40 FEET NORTH OF A MAIL BOX, 28 FEET NORTH OF THE
 FV0103'CENTERLINE OF THE HIGHWAY, IN A CONCRETE RIGHT-OF-WAY MARKER, AND
 FV0103'NEAR A WHITE WOODEN WITNESS POST.
 FV0103
 FV0103                          STATION RECOVERY (1970)
 FV0103
 FV0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FV0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1761 ***********************************************************************
 FU1761  DESIGNATION -  864 USGS
 FU1761  PID         -  FU1761
 FU1761  STATE/COUNTY-  CA/KERN
 FU1761  USGS QUAD   -  OILDALE (1973)
 FU1761
 FU1761                         *CURRENT SURVEY CONTROL
 FU1761  ___________________________________________________________________
 FU1761* NAD 83(1986)-  35 29 32.     (N)    119 02 12.     (W)     SCALED    
 FU1761* NAVD 88     -       263.47   (+/-2cm)     864.4    (feet)  VERTCON   
 FU1761  ___________________________________________________________________
 FU1761  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 FU1761  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1761
 FU1761.The horizontal coordinates were scaled from a topographic map and have
 FU1761.an estimated accuracy of +/- 6 seconds.
 FU1761
 FU1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1761.The vertical order pertains to the NGVD 29 superseded value.
 FU1761
 FU1761.The geoid height was determined by GEOID03.
 FU1761
 FU1761;                    North         East    Units  Estimated Accuracy
 FU1761;SPC CA 5     -   721,480.    1,905,940.      MT  (+/- 180 meters Scaled)
 FU1761
 FU1761                          SUPERSEDED SURVEY CONTROL
 FU1761
 FU1761  NGVD 29 (??/??/92)  262.600  (m)          861.55   (f) ADJ UNCH    1 2
 FU1761
 FU1761.Superseded values are not recommended for survey control.
 FU1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1761.See file dsdata.txt to determine how the superseded data were derived.
 FU1761
 FU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV152295(NAD 83)
 FU1761_MARKER: DD = SURVEY DISK
 FU1761_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FU1761+WITH SETTING: INTO GROUND
 FU1761_STAMPING: 864 1903
 FU1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1761+STABILITY: SURFACE MOTION
 FU1761
 FU1761  HISTORY     - Date     Condition        Report By
 FU1761  HISTORY     - 1903     MONUMENTED       USGS
 FU1761  HISTORY     - 1968     GOOD             NGS
 FU1761
 FU1761                          STATION DESCRIPTION
 FU1761
 FU1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU1761'4.8 MI N FROM OILDALE.
 FU1761'2.9 MILES NORTH ALONG WOODY ROAD FROM THE HIGHLAND FIRE STATION
 FU1761'AT OILDALE, THENCE 0.8 MILE NORTHWEST ALONG AN ASPHALT ROAD,
 FU1761'THENCE 0.25 MILE WEST ALONG AN ASPHALT ROAD, THENCE 0.5 MILE
 FU1761'NORTH ALONG AN ASPHALT ROAD, THENCE 0.3 MILE WEST ALONG AN
 FU1761'ASPHALT ROAD, AT THE CROSSING OF A POWER LINE, 60 FEET SOUTH
 FU1761'OF THE CENTER LINE OF THE ROAD, 90 FEET NORTH-NORTHEAST OF A
 FU1761'POWER POLE, 48.2 FEET SOUTHEAST OF A TELEPHONE POLE, 13.2 FEET
 FU1761'EAST OF A 3-INCH IRON PIPE LINE, ABOUT LEVEL WITH THE ROAD, AND
 FU1761'ON THE TOP OF AN IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2841 ***********************************************************************
 DX2841  DESIGNATION -  864.322
 DX2841  PID         -  DX2841
 DX2841  STATE/COUNTY-  CA/RIVERSIDE
 DX2841  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2841
 DX2841                         *CURRENT SURVEY CONTROL
 DX2841  ___________________________________________________________________
 DX2841* NAD 83(1986)-  33 58 51.     (N)    117 22 09.     (W)     SCALED    
 DX2841* NAVD 88     -       264.18   (+/-2cm)     866.7    (feet)  VERTCON   
 DX2841  ___________________________________________________________________
 DX2841  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DX2841  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2841
 DX2841.The horizontal coordinates were scaled from a topographic map and have
 DX2841.an estimated accuracy of +/- 6 seconds.
 DX2841
 DX2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2841.The vertical order pertains to the NGVD 29 superseded value.
 DX2841
 DX2841.The geoid height was determined by GEOID03.
 DX2841
 DX2841;                    North         East    Units  Estimated Accuracy
 DX2841;SPC CA 6     -   701,760.    1,896,580.      MT  (+/- 180 meters Scaled)
 DX2841
 DX2841                          SUPERSEDED SURVEY CONTROL
 DX2841
 DX2841  NGVD 29 (??/??/??)  263.421  (m)          864.24   (f) ADJUSTED    1 2
 DX2841
 DX2841.Superseded values are not recommended for survey control.
 DX2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2841.See file dsdata.txt to determine how the superseded data were derived.
 DX2841
 DX2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT659600(NAD 83)
 DX2841_MARKER: S = SPIKE
 DX2841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2841_SP_SET: CURB
 DX2841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2841
 DX2841  HISTORY     - Date     Condition        Report By
 DX2841  HISTORY     - UNK      MONUMENTED       CA2970
 DX2841  HISTORY     - 1949     MARK NOT FOUND   NGS
 DX2841  HISTORY     - 1961     MARK NOT FOUND   NGS
 DX2841
 DX2841                          STATION DESCRIPTION
 DX2841
 DX2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2841'AT RIVERSIDE.
 DX2841'AT THE NORTHWEST CORNER OF THE INTERSECTION OF SEVENTH AND
 DX2841'MULBERRY STREETS, 20 FEET WEST OF THE WEST CURB OF MULBERRY
 DX2841'STREET, IN THE NORTH CURB OF SEVENTH STREET, AND LEADED IN
 DX2841'THE TOP OF THE CURB.  A SPIKE.
 DX2841
 DX2841                          STATION RECOVERY (1961)
 DX2841
 DX2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DX2841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4639 ***********************************************************************
 EW4639  DESIGNATION -  865 C 65
 EW4639  PID         -  EW4639
 EW4639  STATE/COUNTY-  CA/VENTURA
 EW4639  USGS QUAD   -  MOORPARK (1974)
 EW4639
 EW4639                         *CURRENT SURVEY CONTROL
 EW4639  ___________________________________________________________________
 EW4639* NAD 83(1986)-  34 21 21.     (N)    118 55 09.     (W)     SCALED    
 EW4639* NAVD 88     -       198.675  (meters)     651.82   (feet)  READJUSTED
 EW4639  ___________________________________________________________________
 EW4639  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EW4639  DYNAMIC HT  -         198.460 (meters)     651.11  (feet)  COMP
 EW4639  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 EW4639
 EW4639  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4639
 EW4639.The horizontal coordinates were scaled from a topographic map and have
 EW4639.an estimated accuracy of +/- 6 seconds.
 EW4639
 EW4639.The orthometric height was determined by differential leveling
 EW4639.and adjusted in February 1993.
 EW4639.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4639.distribution rate of 0.0 thru 1.0 mm/km.
 EW4639.The height was derived from older observations constrained to new
 EW4639.heights in a crustal motion area.  The height is approximate in
 EW4639.relation to other heights in its vicinity.
 EW4639
 EW4639.The geoid height was determined by GEOID03.
 EW4639
 EW4639.The dynamic height is computed by dividing the NAVD 88
 EW4639.geopotential number by the normal gravity value computed on the
 EW4639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4639.degrees latitude (g = 980.6199 gals.).
 EW4639
 EW4639.The modeled gravity was interpolated from observed gravity values.
 EW4639
 EW4639;                    North         East    Units  Estimated Accuracy
 EW4639;SPC CA 5     -   595,320.    1,915,440.      MT  (+/- 180 meters Scaled)
 EW4639
 EW4639                          SUPERSEDED SURVEY CONTROL
 EW4639
 EW4639  NGVD 29 (??/??/92)  197.874  (m)          649.19   (f) ADJ UNCH    1 1
 EW4639
 EW4639.Superseded values are not recommended for survey control.
 EW4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4639.See file dsdata.txt to determine how the superseded data were derived.
 EW4639
 EW4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU234032(NAD 83)
 EW4639_MARKER: P = PIPE CAP
 EW4639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW4639_SP_SET: PILING
 EW4639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW4639
 EW4639  HISTORY     - Date     Condition        Report By
 EW4639  HISTORY     - UNK      MONUMENTED       CADH
 EW4639  HISTORY     - 1965     GOOD
 EW4639  HISTORY     - 1977     GOOD             NGS
 EW4639  HISTORY     - 19940629 MARK NOT FOUND   NGS
 EW4639
 EW4639                          STATION DESCRIPTION
 EW4639
 EW4639'DESCRIBED 1965
 EW4639'AT FILLMORE.
 EW4639'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK,
 EW4639'PROCEED N ON HIGHWAY 23, 8.0 MI TO A BRIDGE NO. 52-117, A RAMSET
 EW4639'NAIL, WASHER AND BATHEY CAP MARKED STATE OF CALIFORNIA - DIVISION
 EW4639'OF HIGHWAYS IS SET IN TOP OF A 1-FOOT BY 1-FOOT CONCRETE PILING
 EW4639'(2 FEET ABOVE GROUND), 5 FEET SOUTHERLY FROM THE WING-WALL AND SE
 EW4639'CORNER OF THE BRIDGE.
 EW4639
 EW4639                          STATION RECOVERY (1977)
 EW4639
 EW4639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4639'3.0 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF STATE
 EW4639'HIGHWAY 126 AT FILLMORE, 8.0 MILES NORTH OF MOORPARK, AT MILE POST
 EW4639'21.25, 6 FT. EAST OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 EW4639'BRIDGE NUMBER 52-117, 1.0 FT. EAST OF THE EAST WINGWALL, A RAMSET
 EW4639'NAIL, WASHER AND BATHEY CAP MARKED STATE OF CALIFORNIA DIVISION OF
 EW4639'HIGHWAYS, IN THE TOP OF A 1 BY 1-FT. CONCRETE PILING.
 EW4639
 EW4639                          STATION RECOVERY (1994)
 EW4639
 EW4639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4639'THE CULVERT AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW4639'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0465 ***********************************************************************
 DC0465  DESIGNATION -  865.3 USGS
 DC0465  PID         -  DC0465
 DC0465  STATE/COUNTY-  CA/SAN DIEGO
 DC0465  USGS QUAD   -  ALPINE (1988)
 DC0465
 DC0465                         *CURRENT SURVEY CONTROL
 DC0465  ___________________________________________________________________
 DC0465* NAD 83(1986)-  32 51 02.     (N)    116 51 27.     (W)     SCALED    
 DC0465* NAVD 88     -       264.34   (+/-2cm)     867.3    (feet)  VERTCON   
 DC0465  ___________________________________________________________________
 DC0465  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DC0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0465
 DC0465.The horizontal coordinates were scaled from a topographic map and have
 DC0465.an estimated accuracy of +/- 6 seconds.
 DC0465
 DC0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0465.The vertical order pertains to the NGVD 29 superseded value.
 DC0465
 DC0465.The geoid height was determined by GEOID03.
 DC0465
 DC0465;                    North         East    Units  Estimated Accuracy
 DC0465;SPC CA 6     -   576,010.    1,943,130.      MT  (+/- 180 meters Scaled)
 DC0465
 DC0465                          SUPERSEDED SURVEY CONTROL
 DC0465
 DC0465  NGVD 29 (??/??/??)  263.704  (m)          865.17   (f) ADJUSTED    2 0
 DC0465
 DC0465.Superseded values are not recommended for survey control.
 DC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0465.See file dsdata.txt to determine how the superseded data were derived.
 DC0465
 DC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS133347(NAD 83)
 DC0465_MARKER: Q = CHISELED SQUARE
 DC0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0465_SP_SET: CULVERT
 DC0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0465
 DC0465  HISTORY     - Date     Condition        Report By
 DC0465  HISTORY     - UNK      MONUMENTED       USGS
 DC0465  HISTORY     - 1944     GOOD             NGS
 DC0465
 DC0465                          STATION DESCRIPTION
 DC0465
 DC0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DC0465'5.7 MI W FROM ALPINE.
 DC0465'ALONG U.S. HIGHWAY NO. 80, 5.7 MILES WEST OF THE POST OFFICE AT
 DC0465'ALPINE, 0.1 MILE EAST OF FLINN SPRINGS SERVICE STATION AND CAMP
 DC0465'GROUND, ABOUT 200.0 FEET EAST OF JUNCTION OF A SEGMENT OF OLD
 DC0465'PAVED HIGHWAY, 25.6 FEET NORTH OF CENTER-LINE OF HIGHWAY, 4.8
 DC0465'FEET WEST OF CULVERT WARNING POST BEARING GEOLOGICAL SURVEY
 DC0465'TAG STAMPED 865.3, ON THE CENTER OF THE TOP OF THE NORTH CONCRETE
 DC0465'HEADWALL FOR 18-INCH GALVANIZED PIPE CULVERT NO. C 406 + 00,
 DC0465'A 1-INCH BY 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0507 ***********************************************************************
 LU0507  DESIGNATION -  867.1 USGS
 LU0507  PID         -  LU0507
 LU0507  STATE/COUNTY-  CA/SHASTA
 LU0507  USGS QUAD   -  
 LU0507
 LU0507                         *CURRENT SURVEY CONTROL
 LU0507  ___________________________________________________________________
 LU0507* NAD 83(1986)-  40 26 11.     (N)    122 31 31.     (W)     SCALED    
 LU0507* NAVD 88     -       264.95   (+/-2cm)     869.3    (feet)  VERTCON   
 LU0507  ___________________________________________________________________
 LU0507  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 LU0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 LU0507
 LU0507.The horizontal coordinates were scaled from a topographic map and have
 LU0507.an estimated accuracy of +/- 6 seconds.
 LU0507
 LU0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU0507.The vertical order pertains to the NGVD 29 superseded value.
 LU0507
 LU0507.The geoid height was determined by GEOID03.
 LU0507
 LU0507;                    North         East    Units  Estimated Accuracy
 LU0507;SPC CA 1     -   622,610.    1,955,440.      MT  (+/- 180 meters Scaled)
 LU0507
 LU0507                          SUPERSEDED SURVEY CONTROL
 LU0507
 LU0507  NGVD 29 (??/??/92)  264.152  (m)          866.64   (f) ADJ UNCH    2 0
 LU0507
 LU0507.Superseded values are not recommended for survey control.
 LU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0507.See file dsdata.txt to determine how the superseded data were derived.
 LU0507
 LU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK402763(NAD 83)
 LU0507_MARKER: N = NAIL
 LU0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU0507_SP_SET: TREE
 LU0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0507
 LU0507  HISTORY     - Date     Condition        Report By
 LU0507  HISTORY     - UNK      MONUMENTED       USGS
 LU0507  HISTORY     - 1949     GOOD             NGS
 LU0507  HISTORY     - 1977     MARK NOT FOUND   USGS
 LU0507
 LU0507                          STATION DESCRIPTION
 LU0507
 LU0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LU0507'5.5 MI S FROM IGO.
 LU0507'1.1 MILES SOUTH ALONG THE ONO ROAD FROM THE POST OFFICE AT
 LU0507'IGO, THENCE 4.4 MILES SOUTH ALONG THE COTTONWOOD ROAD, 139
 LU0507'FEET NORTHWEST OF THE CENTER OF A WOODEN GATE ACROSS A TRACK
 LU0507'ROAD LEADING NORTHEAST, 94 FEET EAST OF B.M. U 382, 20 1/2
 LU0507'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP
 LU0507'OF A ROOT ON THE NORTHEAST SIDE OF AN 18-INCH OAK TREE.
 LU0507
 LU0507                          STATION RECOVERY (1977)
 LU0507
 LU0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LU0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1889 ***********************************************************************
 EW1889  DESIGNATION -  868 C OF P
 EW1889  PID         -  EW1889
 EW1889  STATE/COUNTY-  CA/LOS ANGELES
 EW1889  USGS QUAD   -  PASADENA (1994)
 EW1889
 EW1889                         *CURRENT SURVEY CONTROL
 EW1889  ___________________________________________________________________
 EW1889* NAD 83(1986)-  34 09 16.     (N)    118 07 56.     (W)     SCALED    
 EW1889* NAVD 88     -       265.42   (+/-2cm)     870.8    (feet)  VERTCON   
 EW1889  ___________________________________________________________________
 EW1889  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 EW1889  VERT ORDER  -  THIRD (See Below)
 EW1889
 EW1889.The horizontal coordinates were scaled from a topographic map and have
 EW1889.an estimated accuracy of +/- 6 seconds.
 EW1889
 EW1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1889.The vertical order pertains to the NGVD 29 superseded value.
 EW1889
 EW1889.The geoid height was determined by GEOID03.
 EW1889
 EW1889;                    North         East    Units  Estimated Accuracy
 EW1889;SPC CA 5     -   572,600.    1,987,810.      MT  (+/- 180 meters Scaled)
 EW1889
 EW1889                          SUPERSEDED SURVEY CONTROL
 EW1889
 EW1889  NGVD 29 (??/??/??)  264.63   (m)          868.2    (f) RESET       3  
 EW1889
 EW1889.Superseded values are not recommended for survey control.
 EW1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1889.See file dsdata.txt to determine how the superseded data were derived.
 EW1889
 EW1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT956798(NAD 83)
 EW1889_MARKER: B = BOLT
 EW1889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1889_SP_SET: CURB
 EW1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1889
 EW1889  HISTORY     - Date     Condition        Report By
 EW1889  HISTORY     - UNK      MONUMENTED       CA2700
 EW1889  HISTORY     - 1961     GOOD             NGS
 EW1889
 EW1889                          STATION DESCRIPTION
 EW1889
 EW1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1889'AT PASADENA.
 EW1889'AT PASADENA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 EW1889'EAST VILLA STREET AND NORTH LAKE AVENUE, IN THE TOP OF THE
 EW1889'CONCRETE CURB, 12.7 FEET NORTHWEST OF BENCH MARK S 63 (USGS),
 EW1889'5 FEET EAST OF THE EXTENDED CENTER OF THE EAST CURB OF THE
 EW1889'AVENUE, 9 FEET SOUTH OF THE EXTENDED SOUTH CURB OF THE STREET,
 EW1889'AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4617 ***********************************************************************
 EW4617  DESIGNATION -  868 LA USGS
 EW4617  PID         -  EW4617
 EW4617  STATE/COUNTY-  CA/VENTURA
 EW4617  USGS QUAD   -  MOORPARK (1974)
 EW4617
 EW4617                         *CURRENT SURVEY CONTROL
 EW4617  ___________________________________________________________________
 EW4617* NAD 83(1986)-  34 18 53.     (N)    118 53 23.     (W)     SCALED    
 EW4617* NAVD 88     -       265.80   (+/-2cm)     872.0    (feet)  VERTCON   
 EW4617  ___________________________________________________________________
 EW4617  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW4617  VERT ORDER  -  THIRD (See Below)
 EW4617
 EW4617.The horizontal coordinates were scaled from a topographic map and have
 EW4617.an estimated accuracy of +/- 6 seconds.
 EW4617
 EW4617.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4617.The vertical order pertains to the NGVD 29 superseded value.
 EW4617
 EW4617.The geoid height was determined by GEOID03.
 EW4617
 EW4617;                    North         East    Units  Estimated Accuracy
 EW4617;SPC CA 5     -   590,740.    1,918,110.      MT  (+/- 180 meters Scaled)
 EW4617
 EW4617                          SUPERSEDED SURVEY CONTROL
 EW4617
 EW4617  NGVD 29 (??/??/??)  265.00   (m)          869.4    (f) RESET       3  
 EW4617
 EW4617.Superseded values are not recommended for survey control.
 EW4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4617.See file dsdata.txt to determine how the superseded data were derived.
 EW4617
 EW4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT261986(NAD 83)
 EW4617_MARKER: P = PIPE CAP
 EW4617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EW4617_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EW4617_STAMPING: 868 LA
 EW4617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4617
 EW4617  HISTORY     - Date     Condition        Report By
 EW4617  HISTORY     - UNK      MONUMENTED       USGS
 EW4617  HISTORY     - 1960     POOR             NGS
 EW4617
 EW4617                          STATION DESCRIPTION
 EW4617
 EW4617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EW4617'2.8 MI N FROM MOORPARK.
 EW4617'2.8 MILES NORTH ALONG STATE HIGHWAY 23, 0.1 MILE EAST OF FRUIT
 EW4617'VALE AVENUE, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 6
 EW4617'FEET ABOVE LEVEL OF ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 EW4617'STANDARD CAP, STAMPED 868 LA AND RIVETED ON THE TOP OF A 3-INCH
 EW4617'IRON PIPE.  NOTE-- THE MARK IS IN THE SIDE OF AN ERODED BANK
 EW4617'AND ABOUT 2-1/2 FEET OF THE PIPE IS EXPOSED AND LOOSE.  USE
 EW4617'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0059 ***********************************************************************
 DC0059  DESIGNATION -  868.4 USGS
 DC0059  PID         -  DC0059
 DC0059  STATE/COUNTY-  CA/SAN DIEGO
 DC0059  USGS QUAD   -  TECATE (1975)
 DC0059
 DC0059                         *CURRENT SURVEY CONTROL
 DC0059  ___________________________________________________________________
 DC0059* NAD 83(1986)-  32 36 43.     (N)    116 42 25.     (W)     SCALED    
 DC0059* NAVD 88     -       265.23   (+/-2cm)     870.2    (feet)  VERTCON   
 DC0059  ___________________________________________________________________
 DC0059  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DC0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0059
 DC0059.The horizontal coordinates were scaled from a topographic map and have
 DC0059.an estimated accuracy of +/- 6 seconds.
 DC0059
 DC0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0059.The vertical order pertains to the NGVD 29 superseded value.
 DC0059
 DC0059.The geoid height was determined by GEOID03.
 DC0059
 DC0059;                    North         East    Units  Estimated Accuracy
 DC0059;SPC CA 6     -   549,480.    1,957,110.      MT  (+/- 180 meters Scaled)
 DC0059
 DC0059                          SUPERSEDED SURVEY CONTROL
 DC0059
 DC0059  NGVD 29 (??/??/??)  264.542  (m)          867.92   (f) ADJUSTED    2 0
 DC0059
 DC0059.Superseded values are not recommended for survey control.
 DC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0059.See file dsdata.txt to determine how the superseded data were derived.
 DC0059
 DC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS274083(NAD 83)
 DC0059_MARKER: N = NAIL
 DC0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0059_SP_SET: PEPPER TREE ROOT
 DC0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0059
 DC0059  HISTORY     - Date     Condition        Report By
 DC0059  HISTORY     - UNK      MONUMENTED       USGS
 DC0059  HISTORY     - 1955     MARK NOT FOUND   NGS
 DC0059
 DC0059                          STATION DESCRIPTION
 DC0059
 DC0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0059'AT BARRETT JUNCTION.
 DC0059'AT BARRETT JUNCTION, SAN DIEGO COUNTY, ON STATE HIGHWAY 94, AT
 DC0059'THE JUNCTION OF A PAVED ROAD LEADING NORTHEAST TO BARRETT LAKE,
 DC0059'38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF
 DC0059'THE CENTERLINE OF THE ROAD, 11 FEET NORTH-NORHTWEST OF POLE 1228,
 DC0059'IN THE SOUTHWEST ROOT OF A PEPPER TREE, AND FLUSH WITH THE
 DC0059'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 DC0059'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1918 ***********************************************************************
 DX1918  DESIGNATION -  87
 DX1918  PID         -  DX1918
 DX1918  STATE/COUNTY-  CA/ORANGE
 DX1918  USGS QUAD   -  TUSTIN (1981)
 DX1918
 DX1918                         *CURRENT SURVEY CONTROL
 DX1918  ___________________________________________________________________
 DX1918* NAD 83(1986)-  33 44 01.     (N)    117 52 04.     (W)     SCALED    
 DX1918* NAVD 88     -        26.97   (+/-2cm)      88.5    (feet)  VERTCON   
 DX1918  ___________________________________________________________________
 DX1918  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1918  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1918
 DX1918.The horizontal coordinates were scaled from a topographic map and have
 DX1918.an estimated accuracy of +/- 6 seconds.
 DX1918
 DX1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1918.The vertical order pertains to the NGVD 29 superseded value.
 DX1918
 DX1918.The geoid height was determined by GEOID03.
 DX1918
 DX1918;                    North         East    Units  Estimated Accuracy
 DX1918;SPC CA 6     -   674,940.    1,850,090.      MT  (+/- 180 meters Scaled)
 DX1918
 DX1918                          SUPERSEDED SURVEY CONTROL
 DX1918
 DX1918  NGVD 29 (??/??/??)   26.262  (m)           86.16   (f) ADJUSTED    1 2
 DX1918
 DX1918.Superseded values are not recommended for survey control.
 DX1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1918.See file dsdata.txt to determine how the superseded data were derived.
 DX1918
 DX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196329(NAD 83)
 DX1918_MARKER: DD = SURVEY DISK
 DX1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1918_STAMPING: 5
 DX1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1918+STABILITY: SURFACE MOTION
 DX1918
 DX1918  HISTORY     - Date     Condition        Report By
 DX1918  HISTORY     - UNK      MONUMENTED       CA3420
 DX1918  HISTORY     - 1955     GOOD             NGS
 DX1918  HISTORY     - 1969     GOOD             CA-059
 DX1918  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1918
 DX1918                          STATION DESCRIPTION
 DX1918
 DX1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1918'AT SANTA ANA.
 DX1918'AT SANTA ANA, AT THE T JUNCTION OF SOUTH MAIN AND EAST MC FADDEN
 DX1918'STREETS, 5.6 FEET SOUTHWEST OF THE CENTER OF A SEWER MANHOLE
 DX1918'COVER, 3.0 FEET WEST OF THE CENTER LINE OF SOUTH MAIN STREET, 1.0
 DX1918'FOOT SOUTH OF THE CENTER LINE OF MC FADDEN STREET, AND SET IN
 DX1918'CONCRETE ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS
 DX1918'TO WHICH IS HAD THROUGH A 6-INCH TILE PIPE WITH AN 8-INCH METAL
 DX1918'COVER MARKED MON.
 DX1918
 DX1918                          STATION RECOVERY (1969)
 DX1918
 DX1918'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1918'RECOVERED IN GOOD CONDITION.
 DX1918
 DX1918                          STATION RECOVERY (1977)
 DX1918
 DX1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1918'NOT RECOVERED, NEW UNSTAMPED MARK AT DESCRIBED LOCATION THAT IS A
 DX1918'3-INCH DISK WITH A SMALL HOLE IN THE CENTER THAT WAS NOT INCLUDED
 DX1918'IN SOUTHERN CALIFORNIA RELEVELING PROGRAM IN SPRING 1978.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0765 ***********************************************************************
 DY0765  DESIGNATION -  87
 DY0765  PID         -  DY0765
 DY0765  STATE/COUNTY-  CA/LOS ANGELES
 DY0765  USGS QUAD   -  LONG BEACH (1981)
 DY0765
 DY0765                         *CURRENT SURVEY CONTROL
 DY0765  ___________________________________________________________________
 DY0765* NAD 83(1986)-  33 49 09.     (N)    118 10 35.     (W)     SCALED    
 DY0765* NAVD 88     -        21.903  (meters)      71.86   (feet)  ADJUSTED  
 DY0765  ___________________________________________________________________
 DY0765  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0765  DYNAMIC HT  -          21.880 (meters)      71.78  (feet)  COMP
 DY0765  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DY0765
 DY0765  VERT ORDER  -  FIRST     CLASS I
 DY0765
 DY0765.The horizontal coordinates were scaled from a topographic map and have
 DY0765.an estimated accuracy of +/- 6 seconds.
 DY0765
 DY0765.The orthometric height was determined by differential leveling
 DY0765.and adjusted in June 1995.
 DY0765.WARNING-Repeat measurements at this control monument indicate possible
 DY0765.vertical movement.
 DY0765
 DY0765.The geoid height was determined by GEOID03.
 DY0765
 DY0765.The dynamic height is computed by dividing the NAVD 88
 DY0765.geopotential number by the normal gravity value computed on the
 DY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0765.degrees latitude (g = 980.6199 gals.).
 DY0765
 DY0765.The modeled gravity was interpolated from observed gravity values.
 DY0765
 DY0765;                    North         East    Units  Estimated Accuracy
 DY0765;SPC CA 5     -   535,420.    1,983,670.      MT  (+/- 180 meters Scaled)
 DY0765
 DY0765                          SUPERSEDED SURVEY CONTROL
 DY0765
 DY0765  NAVD 88 (06/15/91)   21.882  (m)           71.79   (f) UNKNOWN     1 1
 DY0765
 DY0765.Superseded values are not recommended for survey control.
 DY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0765.See file dsdata.txt to determine how the superseded data were derived.
 DY0765
 DY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT911427(NAD 83)
 DY0765_MARKER: DD = SURVEY DISK
 DY0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0765_SP_SET: CONCRETE POST
 DY0765_STAMPING: B.M. NO. 87
 DY0765_MARK LOGO: CA1970
 DY0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0765+STABILITY: SURFACE MOTION
 DY0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY0765+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY0765
 DY0765  HISTORY     - Date     Condition        Report By
 DY0765  HISTORY     - UNK      MONUMENTED       CA1970
 DY0765  HISTORY     - 1968     GOOD             CA-037
 DY0765  HISTORY     - 1978     GOOD             NGS
 DY0765  HISTORY     - 19890318 GOOD             NGS
 DY0765  HISTORY     - 19940728 GOOD             NGS
 DY0765
 DY0765                          STATION DESCRIPTION
 DY0765
 DY0765'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1968
 DY0765'1.4 MI W FROM LONG BEACH MUN AP.
 DY0765'1.4 MI W OF THE LONG BEACH MUNICIPAL AIRPORT, WARDLOW ROAD AND
 DY0765'ORANGE AVENUE, AT THE NE CORNER, IN A DRIVEWAY, 22.0 FEET
 DY0765'N OF N CURB LINE OF WARDLOW ROAD AND 5.5 FEET E OF THE E CURB
 DY0765'LINE OF ORANGE AVENUE.  SET ABOUT 6 INCHES BELOW THE SURFACE IN
 DY0765'A WELL AND PROTECTED BY A CAST IRON COVER MARKED LBBM.
 DY0765
 DY0765                          STATION RECOVERY (1978)
 DY0765
 DY0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0765'RECOVERED IN GOOD CONDITION.
 DY0765
 DY0765                          STATION RECOVERY (1989)
 DY0765
 DY0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0765'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY0765'BEACH, AT THE INTERSECTION OF WARDLOW ROAD AND ORANGE AVENUE, 12.5 M
 DY0765'(41.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD,
 DY0765'9.5 M (31.2 FT) EAST OF THE CENTER OF THE AVENUE, 1.7 M (5.6 FT) EAST
 DY0765'OF THE EAST CURB OF THE AVENUE, LEVEL WITH THE AVENUE, AND IN A
 DY0765'CONCRETE MONUMENT THAT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF A
 DY0765'SIDEWALK.  NOTE--ACCESS TO THE DISK IS THROUGH A 4-INCH METAL MANHOLE
 DY0765'COVER INSCRIBED LB BM.
 DY0765
 DY0765                          STATION RECOVERY (1994)
 DY0765
 DY0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY0765'IN LONG BEACH, AT THE INTERSECTION OF ORANGE AVENUE AND WARDLOW ROAD,
 DY0765'IN THE EAST SIDEWALK OF THE AVENUE, 12.2 M (40.0 FT) NORTH OF THE
 DY0765'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 7.6 M (24.9 FT) EAST OF
 DY0765'THE CENTERLINE OF THE AVENUE, 2.3 M (7.5 FT) NORTHEAST OF A SIGNAL
 DY0765'LIGHT POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF A SIDEWALK, AND 0.2
 DY0765'BELOW THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS
 DY0765'THROUGH A 4-INCH METAL COVER CAST LBBM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5844 ***********************************************************************
 EW5844  DESIGNATION -  87 1 V CO
 EW5844  PID         -  EW5844
 EW5844  STATE/COUNTY-  CA/VENTURA
 EW5844  USGS QUAD   -  VENTURA (1967)
 EW5844
 EW5844                         *CURRENT SURVEY CONTROL
 EW5844  ___________________________________________________________________
 EW5844* NAD 83(1986)-  34 18 01.     (N)    119 17 44.     (W)     SCALED    
 EW5844* NAVD 88     -        28.443  (meters)      93.32   (feet)  READJUSTED
 EW5844  ___________________________________________________________________
 EW5844  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EW5844  DYNAMIC HT  -          28.410 (meters)      93.21  (feet)  COMP
 EW5844  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 EW5844
 EW5844  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5844
 EW5844.The horizontal coordinates were scaled from a topographic map and have
 EW5844.an estimated accuracy of +/- 6 seconds.
 EW5844
 EW5844.The orthometric height was determined by differential leveling
 EW5844.and adjusted in February 1993.
 EW5844.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5844.mark was located on a no-check spur therefore a value was not computed.
 EW5844.The height was derived from older observations constrained to new
 EW5844.heights in a crustal motion area.  The height is approximate in
 EW5844.relation to other heights in its vicinity.
 EW5844.No vertical observational check was made to the station.
 EW5844
 EW5844.The geoid height was determined by GEOID03.
 EW5844
 EW5844.The dynamic height is computed by dividing the NAVD 88
 EW5844.geopotential number by the normal gravity value computed on the
 EW5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5844.degrees latitude (g = 980.6199 gals.).
 EW5844
 EW5844.The modeled gravity was interpolated from observed gravity values.
 EW5844
 EW5844;                    North         East    Units  Estimated Accuracy
 EW5844;SPC CA 5     -   589,540.    1,880,740.      MT  (+/- 180 meters Scaled)
 EW5844
 EW5844                          SUPERSEDED SURVEY CONTROL
 EW5844
 EW5844  NGVD 29 (??/??/92)   27.689  (m)           90.84   (f) ADJ UNCH    1 1
 EW5844
 EW5844.Superseded values are not recommended for survey control.
 EW5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5844.See file dsdata.txt to determine how the superseded data were derived.
 EW5844
 EW5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT887978(NAD 83)
 EW5844_MARKER: DB = BENCH MARK DISK
 EW5844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5844_SP_SET: CONCRETE BASE
 EW5844_STAMPING: 87-1 1971
 EW5844
 EW5844  HISTORY     - Date     Condition        Report By
 EW5844  HISTORY     - UNK      MONUMENTED
 EW5844  HISTORY     - 1977     GOOD             NGS
 EW5844
 EW5844                          STATION DESCRIPTION
 EW5844
 EW5844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5844'IN VENTURA.
 EW5844'AT THE VENTURA COUNTY ASSESSOR BUILDING, AT 2055 VENTURA AVENUE, 291.0
 EW5844'FT. WEST OF THE CENTER LINE OF THE AVENUE, 79.0 FT. NORTHEAST OF THE
 EW5844'SOUTHEAST CORNER OF THE BUILDING, 45.7 FT. EAST OF THE EAST SIDE OF
 EW5844'THE BUILDING, 38.3 FT. NORTH OF A FIRE HYDRANT, IN THE SOUTHEAST
 EW5844'CORNER OF A 3 BY 3-FT. CONCRETE BASE TO A 4-INCH ALUMINUM FLAG
 EW5844'POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5839 ***********************************************************************
 EW5839  DESIGNATION -  87 2 V CO
 EW5839  PID         -  EW5839
 EW5839  STATE/COUNTY-  CA/VENTURA
 EW5839  USGS QUAD   -  VENTURA (1967)
 EW5839
 EW5839                         *CURRENT SURVEY CONTROL
 EW5839  ___________________________________________________________________
 EW5839* NAD 83(1986)-  34 18 52.     (N)    119 17 26.     (W)     SCALED    
 EW5839* NAVD 88     -        38.559  (meters)     126.51   (feet)  READJUSTED
 EW5839  ___________________________________________________________________
 EW5839  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EW5839  DYNAMIC HT  -          38.520 (meters)     126.38  (feet)  COMP
 EW5839  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 EW5839
 EW5839  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5839
 EW5839.The horizontal coordinates were scaled from a topographic map and have
 EW5839.an estimated accuracy of +/- 6 seconds.
 EW5839
 EW5839.The orthometric height was determined by differential leveling
 EW5839.and adjusted in February 1993.
 EW5839.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5839.distribution rate of 1.1 thru 2.0 mm/km.
 EW5839.The height was derived from older observations constrained to new
 EW5839.heights in a crustal motion area.  The height is approximate in
 EW5839.relation to other heights in its vicinity.
 EW5839
 EW5839.The geoid height was determined by GEOID03.
 EW5839
 EW5839.The dynamic height is computed by dividing the NAVD 88
 EW5839.geopotential number by the normal gravity value computed on the
 EW5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5839.degrees latitude (g = 980.6199 gals.).
 EW5839
 EW5839.The modeled gravity was interpolated from observed gravity values.
 EW5839
 EW5839;                    North         East    Units  Estimated Accuracy
 EW5839;SPC CA 5     -   591,110.    1,881,220.      MT  (+/- 180 meters Scaled)
 EW5839
 EW5839                          SUPERSEDED SURVEY CONTROL
 EW5839
 EW5839  NGVD 29 (??/??/92)   37.802  (m)          124.02   (f) ADJ UNCH    1 1
 EW5839
 EW5839.Superseded values are not recommended for survey control.
 EW5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5839.See file dsdata.txt to determine how the superseded data were derived.
 EW5839
 EW5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT892993(NAD 83)
 EW5839_MARKER: DB = BENCH MARK DISK
 EW5839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5839_SP_SET: CONCRETE BASE
 EW5839_STAMPING: 87 2 1971
 EW5839
 EW5839  HISTORY     - Date     Condition        Report By
 EW5839  HISTORY     - UNK      MONUMENTED
 EW5839  HISTORY     - 1977     GOOD             NGS
 EW5839
 EW5839                          STATION DESCRIPTION
 EW5839
 EW5839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5839'3.55 MI NORTH FROM VENTURA.
 EW5839'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5839'THENCE 2.65 MILES NORTH ALONG VENTURA AVENUE, AT A SHELL OIL COMPANY
 EW5839'PLANT, 56.7 FT. EAST FROM THE CENTER LINE OF THE AVENUE, 24.5 FT.
 EW5839'WEST OF A 6-FT. CHAIN LINK FENCE, 12.4 FT. NORTHEAST OF THE NORTHWEST
 EW5839'CORNER OF AN OFFICE BUILDING, IN THE NORTH SIDE OF A 30-INCH ROUND
 EW5839'CONCRETE BASE FOR A 7-INCH ALUMINUM LIGHT POLE, 2-INCHES ABOVE THE
 EW5839'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5834 ***********************************************************************
 EW5834  DESIGNATION -  87 3 V CO
 EW5834  PID         -  EW5834
 EW5834  STATE/COUNTY-  CA/VENTURA
 EW5834  USGS QUAD   -  VENTURA (1967)
 EW5834
 EW5834                         *CURRENT SURVEY CONTROL
 EW5834  ___________________________________________________________________
 EW5834* NAD 83(1986)-  34 19 39.     (N)    119 17 27.     (W)     SCALED    
 EW5834* NAVD 88     -        53.899  (meters)     176.83   (feet)  READJUSTED
 EW5834  ___________________________________________________________________
 EW5834  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EW5834  DYNAMIC HT  -          53.840 (meters)     176.64  (feet)  COMP
 EW5834  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 EW5834
 EW5834  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 EW5834
 EW5834.The horizontal coordinates were scaled from a topographic map and have
 EW5834.an estimated accuracy of +/- 6 seconds.
 EW5834
 EW5834.The orthometric height was determined by differential leveling
 EW5834.and adjusted in February 1993.
 EW5834.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 EW5834.distribution rate of 2.1 thru 3.0 mm/km.
 EW5834.The height was derived from older observations constrained to new
 EW5834.heights in a crustal motion area.  The height is approximate in
 EW5834.relation to other heights in its vicinity.
 EW5834
 EW5834.The geoid height was determined by GEOID03.
 EW5834
 EW5834.The dynamic height is computed by dividing the NAVD 88
 EW5834.geopotential number by the normal gravity value computed on the
 EW5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5834.degrees latitude (g = 980.6199 gals.).
 EW5834
 EW5834.The modeled gravity was interpolated from observed gravity values.
 EW5834
 EW5834;                    North         East    Units  Estimated Accuracy
 EW5834;SPC CA 5     -   592,550.    1,881,220.      MT  (+/- 180 meters Scaled)
 EW5834
 EW5834                          SUPERSEDED SURVEY CONTROL
 EW5834
 EW5834  NGVD 29 (??/??/92)   53.140  (m)          174.34   (f) ADJ UNCH    1 1
 EW5834
 EW5834.Superseded values are not recommended for survey control.
 EW5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5834.See file dsdata.txt to determine how the superseded data were derived.
 EW5834
 EW5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU892008(NAD 83)
 EW5834_MARKER: DB = BENCH MARK DISK
 EW5834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW5834_SP_SET: CONCRETE POST
 EW5834_STAMPING: 87-3 1971
 EW5834
 EW5834  HISTORY     - Date     Condition        Report By
 EW5834  HISTORY     - UNK      MONUMENTED
 EW5834  HISTORY     - 1977     GOOD             NGS
 EW5834
 EW5834                          STATION DESCRIPTION
 EW5834
 EW5834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5834'4.55 MI NORTH FROM IN VENTURA.
 EW5834'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5834'THENCE 2.65 MILES NORTH ALONG VENTURA AVENUE,AT THE JUNCTION OF FRASER
 EW5834'LANE, AT THE NORTHEAST EDGE OF THE PEPSI COLA COMPANY PROPERTY, 98.4
 EW5834'FT. EAST OF THE NORTH GATE POST OF A 6-FT. CHAIN LINK FENCE, 82.0 FT.
 EW5834'SOUTH OF THE EXTENDED CENTER LINE OF FRASER LANE, 33.5 FT. WEST OF
 EW5834'THE CENTER LINE OF THE AVENUE, 19.2 FT. NORTH OF THE CENTER LINE OF
 EW5834'THE NORTH CONCRETE ENTRANCE TO THE PEPSI COLA PLANT, 0.5 FT. WEST OF
 EW5834'THE WEST CURB OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5829 ***********************************************************************
 EW5829  DESIGNATION -  87 4 V CO
 EW5829  PID         -  EW5829
 EW5829  STATE/COUNTY-  CA/VENTURA
 EW5829  USGS QUAD   -  VENTURA (1967)
 EW5829
 EW5829                         *CURRENT SURVEY CONTROL
 EW5829  ___________________________________________________________________
 EW5829* NAD 83(1986)-  34 20 06.     (N)    119 17 35.     (W)     SCALED    
 EW5829* NAVD 88     -        58.888  (meters)     193.20   (feet)  READJUSTED
 EW5829  ___________________________________________________________________
 EW5829  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EW5829  DYNAMIC HT  -          58.830 (meters)     193.01  (feet)  COMP
 EW5829  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 EW5829
 EW5829  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5829
 EW5829.The horizontal coordinates were scaled from a topographic map and have
 EW5829.an estimated accuracy of +/- 6 seconds.
 EW5829
 EW5829.The orthometric height was determined by differential leveling
 EW5829.and adjusted in February 1993.
 EW5829.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5829.distribution rate of 1.1 thru 2.0 mm/km.
 EW5829.The height was derived from older observations constrained to new
 EW5829.heights in a crustal motion area.  The height is approximate in
 EW5829.relation to other heights in its vicinity.
 EW5829
 EW5829.The geoid height was determined by GEOID03.
 EW5829
 EW5829.The dynamic height is computed by dividing the NAVD 88
 EW5829.geopotential number by the normal gravity value computed on the
 EW5829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5829.degrees latitude (g = 980.6199 gals.).
 EW5829
 EW5829.The modeled gravity was interpolated from observed gravity values.
 EW5829
 EW5829;                    North         East    Units  Estimated Accuracy
 EW5829;SPC CA 5     -   593,390.    1,881,020.      MT  (+/- 180 meters Scaled)
 EW5829
 EW5829                          SUPERSEDED SURVEY CONTROL
 EW5829
 EW5829  NGVD 29 (??/??/92)   58.130  (m)          190.71   (f) ADJ UNCH    1 1
 EW5829
 EW5829.Superseded values are not recommended for survey control.
 EW5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5829.See file dsdata.txt to determine how the superseded data were derived.
 EW5829
 EW5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU890016(NAD 83)
 EW5829_MARKER: DB = BENCH MARK DISK
 EW5829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5829_SP_SET: CATCH BASIN
 EW5829_STAMPING: 87-4 1971
 EW5829
 EW5829  HISTORY     - Date     Condition        Report By
 EW5829  HISTORY     - UNK      MONUMENTED
 EW5829  HISTORY     - 1977     GOOD             NGS
 EW5829
 EW5829                          STATION DESCRIPTION
 EW5829
 EW5829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5829'5.05 MI NORTH FROM VENTURA.
 EW5829'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATIN,
 EW5829'THENCE, 4.15 MILES NORTH ALONG VENTURA AVENUE, BETWEEN THE JUNCTION OF
 EW5829'NORWAY DRIVE AND STATE HIGHWAY 33 OVERPASS, 127.0 FT. SOUTHEAST FROM
 EW5829'THE APPROXIMATE CENTER LINE OF THE NORTHBOUND OVERPASS OF THE HIGHWAY
 EW5829'121.0 FT. NORTHWEST OF THE EXTENDED CENTER LINE OF NORWAY DRIVE, 35.0
 EW5829'FT. SOUTHWEST OF THE CENTER LINE OF VENTURA AVENUE 32.7 FT. SOUTHEAST
 EW5829'OF POWER POLE X13010E, 9.5 FT. NORTHEAST OF A 6-FT. CHAIN LINK FENCE
 EW5829'IN THE CENTER OF A 48-INCH CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5827 ***********************************************************************
 EW5827  DESIGNATION -  87 5 V CO
 EW5827  PID         -  EW5827
 EW5827  STATE/COUNTY-  CA/VENTURA
 EW5827  USGS QUAD   -  VENTURA (1967)
 EW5827
 EW5827                         *CURRENT SURVEY CONTROL
 EW5827  ___________________________________________________________________
 EW5827* NAD 83(1986)-  34 20 31.     (N)    119 17 36.     (W)     SCALED    
 EW5827* NAVD 88     -        60.647  (meters)     198.97   (feet)  READJUSTED
 EW5827  ___________________________________________________________________
 EW5827  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EW5827  DYNAMIC HT  -          60.580 (meters)     198.75  (feet)  COMP
 EW5827  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 EW5827
 EW5827  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW5827
 EW5827.The horizontal coordinates were scaled from a topographic map and have
 EW5827.an estimated accuracy of +/- 6 seconds.
 EW5827
 EW5827.The orthometric height was determined by differential leveling
 EW5827.and adjusted in February 1993.
 EW5827.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW5827.mark was located on a no-check spur therefore a value was not computed.
 EW5827.The height was derived from older observations constrained to new
 EW5827.heights in a crustal motion area.  The height is approximate in
 EW5827.relation to other heights in its vicinity.
 EW5827.No vertical observational check was made to the station.
 EW5827
 EW5827.The geoid height was determined by GEOID03.
 EW5827
 EW5827.The dynamic height is computed by dividing the NAVD 88
 EW5827.geopotential number by the normal gravity value computed on the
 EW5827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5827.degrees latitude (g = 980.6199 gals.).
 EW5827
 EW5827.The modeled gravity was interpolated from observed gravity values.
 EW5827
 EW5827;                    North         East    Units  Estimated Accuracy
 EW5827;SPC CA 5     -   594,160.    1,881,010.      MT  (+/- 180 meters Scaled)
 EW5827
 EW5827                          SUPERSEDED SURVEY CONTROL
 EW5827
 EW5827  NGVD 29 (??/??/92)   59.890  (m)          196.49   (f) ADJ UNCH    1 1
 EW5827
 EW5827.Superseded values are not recommended for survey control.
 EW5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5827.See file dsdata.txt to determine how the superseded data were derived.
 EW5827
 EW5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU890024(NAD 83)
 EW5827_MARKER: DB = BENCH MARK DISK
 EW5827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5827_SP_SET: HEADWALL
 EW5827_STAMPING: 87-5 1971
 EW5827
 EW5827  HISTORY     - Date     Condition        Report By
 EW5827  HISTORY     - UNK      MONUMENTED
 EW5827  HISTORY     - 1977     GOOD             NGS
 EW5827
 EW5827                          STATION DESCRIPTION
 EW5827
 EW5827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5827'5.6 MI NORTH FROM VENTURA.
 EW5827'0.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION,
 EW5827'THENCE 4.7 MILES NORTH ALONG VENTURA AVENUE 0.5 MILE NORTH OF STATE
 EW5827'HIGHWAY 33 OVERPASS AT THE JUNCTIONOF CANADA LARGA ROAD, 89.0 FT.
 EW5827'SOUTHEAST OF AND ACROSS HIGHWAY FROM A 36-INCH PALM TREE, 42.0 FT.
 EW5827'SOUTH OF THE CENTER LINE OF THE ROAD, 28.0 FT. EAST OF THE CENTER
 EW5827'LINE OF THE AVENUE, 7.4 FT. EAST OF BM 72 FMK, IN THE TOP AND 0.6 FT.
 EW5827'WEST OF THE EAST END OF THE SOUTH HEAD WALL OF A 24-INCH PIPE CULVERT
 EW5827'UNDER THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5821 ***********************************************************************
 EW5821  DESIGNATION -  87 6 V CO
 EW5821  PID         -  EW5821
 EW5821  STATE/COUNTY-  CA/VENTURA
 EW5821  USGS QUAD   -  VENTURA (1967)
 EW5821
 EW5821                         *CURRENT SURVEY CONTROL
 EW5821  ___________________________________________________________________
 EW5821* NAD 83(1986)-  34 20 59.     (N)    119 17 59.     (W)     SCALED    
 EW5821* NAVD 88     -        68.643  (meters)     225.21   (feet)  READJUSTED
 EW5821  ___________________________________________________________________
 EW5821  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EW5821  DYNAMIC HT  -          68.570 (meters)     224.97  (feet)  COMP
 EW5821  MODELED GRAV-     979,574.2   (mgal)                       NAVD 88
 EW5821
 EW5821  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5821
 EW5821.The horizontal coordinates were scaled from a topographic map and have
 EW5821.an estimated accuracy of +/- 6 seconds.
 EW5821
 EW5821.The orthometric height was determined by differential leveling
 EW5821.and adjusted in February 1993.
 EW5821.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5821.distribution rate of 1.1 thru 2.0 mm/km.
 EW5821.The height was derived from older observations constrained to new
 EW5821.heights in a crustal motion area.  The height is approximate in
 EW5821.relation to other heights in its vicinity.
 EW5821
 EW5821.The geoid height was determined by GEOID03.
 EW5821
 EW5821.The dynamic height is computed by dividing the NAVD 88
 EW5821.geopotential number by the normal gravity value computed on the
 EW5821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5821.degrees latitude (g = 980.6199 gals.).
 EW5821
 EW5821.The modeled gravity was interpolated from observed gravity values.
 EW5821
 EW5821;                    North         East    Units  Estimated Accuracy
 EW5821;SPC CA 5     -   595,030.    1,880,430.      MT  (+/- 180 meters Scaled)
 EW5821
 EW5821                          SUPERSEDED SURVEY CONTROL
 EW5821
 EW5821  NGVD 29 (??/??/92)   67.884  (m)          222.72   (f) ADJ UNCH    1 1
 EW5821
 EW5821.Superseded values are not recommended for survey control.
 EW5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5821.See file dsdata.txt to determine how the superseded data were derived.
 EW5821
 EW5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU884033(NAD 83)
 EW5821_MARKER: DB = BENCH MARK DISK
 EW5821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5821_SP_SET: MAN HOLE
 EW5821_STAMPING: 87 6 1971
 EW5821
 EW5821  HISTORY     - Date     Condition        Report By
 EW5821  HISTORY     - UNK      MONUMENTED
 EW5821  HISTORY     - 1977     GOOD             NGS
 EW5821
 EW5821                          STATION DESCRIPTION
 EW5821
 EW5821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5821'6.1 MI NORTH FROM VENTURA.
 EW5821'0.9 MILE WEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE STATION, THENCE
 EW5821'5.2 MILES NORTH ALONG VENTURA AVENUE, 0.05 MILE SOUTHEAST OF THE
 EW5821'SOUTHBOUND SPAN OF STATE HIGHWAY 33 OVERPASS, 33.0 FT. NORTHEAST
 EW5821'OF THE CENTER LINE OF THE HIGHWAY, 10.0 FT. SOUTHWEST OF A FENCE,
 EW5821'IN THE NORTHEAST CORNER OF 5 BY 5-FT. CONCRETE MAN HOLE ENTRANCE
 EW5821'TO WATER MAINS 42 AND 13, 2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5819 ***********************************************************************
 EW5819  DESIGNATION -  87 7 V CO
 EW5819  PID         -  EW5819
 EW5819  STATE/COUNTY-  CA/VENTURA
 EW5819  USGS QUAD   -  VENTURA (1967)
 EW5819
 EW5819                         *CURRENT SURVEY CONTROL
 EW5819  ___________________________________________________________________
 EW5819* NAD 83(1986)-  34 21 09.     (N)    119 18 20.     (W)     SCALED    
 EW5819* NAVD 88     -        70.010  (meters)     229.69   (feet)  ADJUSTED  
 EW5819  ___________________________________________________________________
 EW5819  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 EW5819  DYNAMIC HT  -          69.936 (meters)     229.45  (feet)  COMP
 EW5819  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 EW5819
 EW5819  VERT ORDER  -  FIRST     CLASS I
 EW5819
 EW5819.The horizontal coordinates were scaled from a topographic map and have
 EW5819.an estimated accuracy of +/- 6 seconds.
 EW5819
 EW5819.The orthometric height was determined by differential leveling
 EW5819.and adjusted in June 1991.
 EW5819
 EW5819.The geoid height was determined by GEOID03.
 EW5819
 EW5819.The dynamic height is computed by dividing the NAVD 88
 EW5819.geopotential number by the normal gravity value computed on the
 EW5819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5819.degrees latitude (g = 980.6199 gals.).
 EW5819
 EW5819.The modeled gravity was interpolated from observed gravity values.
 EW5819
 EW5819;                    North         East    Units  Estimated Accuracy
 EW5819;SPC CA 5     -   595,340.    1,879,900.      MT  (+/- 180 meters Scaled)
 EW5819
 EW5819                          SUPERSEDED SURVEY CONTROL
 EW5819
 EW5819  NGVD 29 (??/??/92)   69.250  (m)          227.20   (f) ADJ UNCH    1 1
 EW5819
 EW5819.Superseded values are not recommended for survey control.
 EW5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5819.See file dsdata.txt to determine how the superseded data were derived.
 EW5819
 EW5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU879036(NAD 83)
 EW5819_MARKER: DB = BENCH MARK DISK
 EW5819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5819_SP_SET: MAN HOLE
 EW5819_STAMPING: 87 7 1971
 EW5819
 EW5819  HISTORY     - Date     Condition        Report By
 EW5819  HISTORY     - UNK      MONUMENTED
 EW5819  HISTORY     - 1977     GOOD             NGS
 EW5819  HISTORY     - 1983     GOOD             USGS
 EW5819
 EW5819                          STATION DESCRIPTION
 EW5819
 EW5819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5819'6.55 MI NORTH FROM VENTURA.
 EW5819'0.9 MILE ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 EW5819'THENCE 5.65 MILES NORTH ALONG VENTURA AVENUE AT THE JUNCTION OF
 EW5819'CASITAS VISTA ROAD, 296.0 FT. WEST OF THE CENTER LINE OF THE AVENUE
 EW5819'60.6 FT. SOUTHWEST OF THE SOUTHWEST FACE OF THE SOUTH ONE OF FOUR
 EW5819'CONCRETE SUPPORT COLUMNS OF THE SOUTHBOUND SPAN OF STATE HIGHWAY 33
 EW5819'OVERPASS, 49.0 FT. SOUTH FROM THE CENTER LINE OF THE ROAD, 28.4 FT.
 EW5819'SOUTHEAST OF A 7-INCH ALUMINUM LIGHT POLE, 25.0 FT. EAST OF THE CENTER
 EW5819'LINE OF A CONCRETE SUPPORT FOR A MAN HOLE ENTRANCE.
 EW5819
 EW5819                          STATION RECOVERY (1983)
 EW5819
 EW5819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9215 ***********************************************************************
 JT9215  DESIGNATION -  87 A
 JT9215  PID         -  JT9215
 JT9215  STATE/COUNTY-  CA/NAPA
 JT9215  USGS QUAD   -  NAPA (1980)
 JT9215
 JT9215                         *CURRENT SURVEY CONTROL
 JT9215  ___________________________________________________________________
 JT9215* NAD 83(1986)-  38 17 06.     (N)    122 16 10.     (W)     SCALED    
 JT9215* NAVD 88     -        10.78   (+/-2cm)      35.4    (feet)  VERTCON   
 JT9215  ___________________________________________________________________
 JT9215  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JT9215  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9215
 JT9215.The horizontal coordinates were scaled from a topographic map and have
 JT9215.an estimated accuracy of +/- 6 seconds.
 JT9215
 JT9215.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9215.The vertical order pertains to the NGVD 29 superseded value.
 JT9215
 JT9215.The geoid height was determined by GEOID03.
 JT9215
 JT9215;                    North         East    Units  Estimated Accuracy
 JT9215;SPC CA 2     -   568,680.    1,976,430.      MT  (+/- 180 meters Scaled)
 JT9215
 JT9215                          SUPERSEDED SURVEY CONTROL
 JT9215
 JT9215  NGVD 29 (??/??/92)   10.00   (m)           32.8    (f) COMPUTED    2 2
 JT9215
 JT9215.Superseded values are not recommended for survey control.
 JT9215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9215.See file dsdata.txt to determine how the superseded data were derived.
 JT9215
 JT9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH638376(NAD 83)
 JT9215_MARKER: Z = SEE DESCRIPTION
 JT9215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9215_SP_SET: WELL MONUMENT
 JT9215_MARK LOGO: CA2330
 JT9215_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9215
 JT9215  HISTORY     - Date     Condition        Report By
 JT9215  HISTORY     - 1971     MONUMENTED       CA2330
 JT9215
 JT9215                          STATION DESCRIPTION
 JT9215
 JT9215'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9215'AT INTERSECTION OF KANSAS AND TERRACE AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1821 ***********************************************************************
 HS1821  DESIGNATION -  87 CAHD
 HS1821  PID         -  HS1821
 HS1821  STATE/COUNTY-  CA/MERCED
 HS1821  USGS QUAD   -  SAN LUIS RANCH (1987)
 HS1821
 HS1821                         *CURRENT SURVEY CONTROL
 HS1821  ___________________________________________________________________
 HS1821* NAD 83(1986)-  37 08 54.     (N)    120 49 29.     (W)     SCALED    
 HS1821* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 HS1821  ___________________________________________________________________
 HS1821  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HS1821  VERT ORDER  -  FIRST     CLASS I (See Below)
 HS1821
 HS1821.The horizontal coordinates were scaled from a topographic map and have
 HS1821.an estimated accuracy of +/- 6 seconds.
 HS1821
 HS1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1821.The vertical order pertains to the NGVD 29 superseded value.
 HS1821
 HS1821.The geoid height was determined by GEOID03.
 HS1821
 HS1821;                    North         East    Units  Estimated Accuracy
 HS1821;SPC CA 3     -   572,000.    1,971,150.      MT  (+/- 180 meters Scaled)
 HS1821
 HS1821                          SUPERSEDED SURVEY CONTROL
 HS1821
 HS1821  NGVD 29 (??/??/92)   26.15   (m)           85.8    (f) COMPUTED    1 1
 HS1821
 HS1821.Superseded values are not recommended for survey control.
 HS1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1821.See file dsdata.txt to determine how the superseded data were derived.
 HS1821
 HS1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG931135(NAD 83)
 HS1821_MARKER: DD = SURVEY DISK
 HS1821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS1821_SP_SET: CULVERT
 HS1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1821
 HS1821  HISTORY     - Date     Condition        Report By
 HS1821  HISTORY     - UNK      MONUMENTED       CADH
 HS1821  HISTORY     - 1961     GOOD             NGS
 HS1821  HISTORY     - 1972     GOOD             NGS
 HS1821
 HS1821                          STATION DESCRIPTION
 HS1821
 HS1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HS1821'6.4 MI N FROM LOS BANOS.
 HS1821'6.4 MILES NORTH ALONG NORTH MERCY SPRINGS ROAD FROM THE
 HS1821'INTERSECTION OF STATE HIGHWAY 152 AT LOS BANOS, AT THE CROSSING OF
 HS1821'SAN LUIS CANAL, ON THE OUTSIDE OF A LONG CURVE, 41 FEET EAST OF
 HS1821'THE CENTER LINE OF THE ROAD, 18 FEET SOUTHWEST OF A BRACE POST
 HS1821'IN FENCE, IN THE TOP OF THE NORTHEAST END OF THE EAST CONCRETE
 HS1821'HEAD WALL OF DOUBLE PIPE CULVERTS FOR THE SAN LUIS CANAL, AND
 HS1821'ABOUT 5 FEET LOWER THAN THE ROAD.
 HS1821
 HS1821                          STATION RECOVERY (1972)
 HS1821
 HS1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HS1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9037 ***********************************************************************
 EW9037  DESIGNATION -  87 FMK
 EW9037  PID         -  EW9037
 EW9037  STATE/COUNTY-  CA/LOS ANGELES
 EW9037  USGS QUAD   -  TOPANGA (1991)
 EW9037
 EW9037                         *CURRENT SURVEY CONTROL
 EW9037  ___________________________________________________________________
 EW9037* NAD 83(1986)-  34 06 15.     (N)    118 35 35.     (W)     SCALED    
 EW9037* NAVD 88     -       270.311  (meters)     886.85   (feet)  READJUSTED
 EW9037  ___________________________________________________________________
 EW9037  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EW9037  DYNAMIC HT  -         270.020 (meters)     885.89  (feet)  COMP
 EW9037  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 EW9037
 EW9037  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW9037
 EW9037.The horizontal coordinates were scaled from a topographic map and have
 EW9037.an estimated accuracy of +/- 6 seconds.
 EW9037
 EW9037.The orthometric height was determined by differential leveling
 EW9037.and adjusted in February 1993.
 EW9037.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW9037.distribution rate of 1.1 thru 2.0 mm/km.
 EW9037.The height was derived from older observations constrained to new
 EW9037.heights in a crustal motion area.  The height is approximate in
 EW9037.relation to other heights in its vicinity.
 EW9037
 EW9037.The geoid height was determined by GEOID03.
 EW9037
 EW9037.The dynamic height is computed by dividing the NAVD 88
 EW9037.geopotential number by the normal gravity value computed on the
 EW9037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9037.degrees latitude (g = 980.6199 gals.).
 EW9037
 EW9037.The modeled gravity was interpolated from observed gravity values.
 EW9037
 EW9037;                    North         East    Units  Estimated Accuracy
 EW9037;SPC CA 5     -   567,180.    1,945,280.      MT  (+/- 180 meters Scaled)
 EW9037
 EW9037                          SUPERSEDED SURVEY CONTROL
 EW9037
 EW9037  NGVD 29 (??/??/92)  269.527  (m)          884.27   (f) ADJ UNCH    1 1
 EW9037
 EW9037.Superseded values are not recommended for survey control.
 EW9037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9037.See file dsdata.txt to determine how the superseded data were derived.
 EW9037
 EW9037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT530748(NAD 83)
 EW9037_MARKER: DD = SURVEY DISK
 EW9037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9037_SP_SET: CONCRETE PAD
 EW9037_STAMPING: 87 FMK 1974
 EW9037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9037
 EW9037  HISTORY     - Date     Condition        Report By
 EW9037  HISTORY     - 1974     MONUMENTED       USGS
 EW9037  HISTORY     - 1974     GOOD             CA-037
 EW9037  HISTORY     - 1978     GOOD             NGS
 EW9037  HISTORY     - 19890511 MARK NOT FOUND   NGS
 EW9037
 EW9037                          STATION DESCRIPTION
 EW9037
 EW9037'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9037'1.5 MI N FROM TOPANGA.
 EW9037'TOPANGA CANYON BOULEVARD, 1.5 MILES NORTHERLY FROM TOPANGA POST
 EW9037'OFFICE.  31.0 FEET WESTERLY OF APPROXIMATE CENTER OF PAVEMENT.  AT
 EW9037'ENTRANCE TO HOUSE NO. 1105, WHICH IS THE TOPANGA AMERICAN LEGION BLDG.
 EW9037'POST 796.  THE DISK IS SET IN THE CENTER OF THE SOUTH EDGE OF CONCRETE
 EW9037'PAD.
 EW9037
 EW9037                          STATION RECOVERY (1978)
 EW9037
 EW9037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9037'1.55 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE
 EW9037'AT TOPANGA, 96 FT. NORTHWEST OF THE JUNCTION OF HILLSIDE DRIVE, AT THE
 EW9037'ENTRANCE OF THE TOPANGA AMERICAN LEGION POST 796 BUILDING, 31 FT. WEST
 EW9037'OF THE CENTER LINE OF THE BOULEVARD, IN THE SOUTHEAST END OF THE
 EW9037'CONCRETE ENTRANCE WAY, 2 FT. SOUTHEAST OF THE CENTER OF THE ENTRANCE.
 EW9037
 EW9037                          STATION RECOVERY (1989)
 EW9037
 EW9037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9037'THERE IS A NEW ENTRANCE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5402 ***********************************************************************
 EW5402  DESIGNATION -  87 FMK USGS
 EW5402  PID         -  EW5402
 EW5402  STATE/COUNTY-  CA/VENTURA
 EW5402  USGS QUAD   -  MATILIJA (1988)
 EW5402
 EW5402                         *CURRENT SURVEY CONTROL
 EW5402  ___________________________________________________________________
 EW5402* NAD 83(1986)-  34 24 43.     (N)    119 17 40.     (W)     SCALED    
 EW5402* NAVD 88     -       182.840  (meters)     599.87   (feet)  READJUSTED
 EW5402  ___________________________________________________________________
 EW5402  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 EW5402  DYNAMIC HT  -         182.650 (meters)     599.24  (feet)  COMP
 EW5402  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 EW5402
 EW5402  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5402
 EW5402.The horizontal coordinates were scaled from a topographic map and have
 EW5402.an estimated accuracy of +/- 6 seconds.
 EW5402
 EW5402.The orthometric height was determined by differential leveling
 EW5402.and adjusted in February 1993.
 EW5402.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5402.distribution rate of 1.1 thru 2.0 mm/km.
 EW5402.The height was derived from older observations constrained to new
 EW5402.heights in a crustal motion area.  The height is approximate in
 EW5402.relation to other heights in its vicinity.
 EW5402
 EW5402.The geoid height was determined by GEOID03.
 EW5402
 EW5402.The dynamic height is computed by dividing the NAVD 88
 EW5402.geopotential number by the normal gravity value computed on the
 EW5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5402.degrees latitude (g = 980.6199 gals.).
 EW5402
 EW5402.The modeled gravity was interpolated from observed gravity values.
 EW5402
 EW5402;                    North         East    Units  Estimated Accuracy
 EW5402;SPC CA 5     -   601,920.    1,881,000.      MT  (+/- 180 meters Scaled)
 EW5402
 EW5402                          SUPERSEDED SURVEY CONTROL
 EW5402
 EW5402  NGVD 29 (??/??/92)  182.076  (m)          597.36   (f) ADJ UNCH    1 1
 EW5402
 EW5402.Superseded values are not recommended for survey control.
 EW5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5402.See file dsdata.txt to determine how the superseded data were derived.
 EW5402
 EW5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU891102(NAD 83)
 EW5402_STAMPING: 87 FMK 1973
 EW5402
 EW5402  HISTORY     - Date     Condition        Report By
 EW5402  HISTORY     - UNK      MONUMENTED
 EW5402  HISTORY     - 1977     GOOD             NGS
 EW5402
 EW5402                          STATION DESCRIPTION
 EW5402
 EW5402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5402'4.25 MI SW FROM OJAI.
 EW5402'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5402'OJAI, THENCE 3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 33, ABOUT 75
 EW5402'YARDS NORTH OF THE JUNCTION OF ENCINO DRIVE, IN THE TOP AND 4 INCHES
 EW5402'SOUTH OF THE NORTH END OF THE EAST HEAD WALL OF 6 FT. BOX CULVERT,
 EW5402'19.98, 21.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 12.7 FT.
 EW5402'SOUTHWEST OF AN UNDERGROUND GAS MAIN WARNING POST, 10.7 FT. WEST OF A
 EW5402'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0475 ***********************************************************************
 JT0475  DESIGNATION -  87 S
 JT0475  PID         -  JT0475
 JT0475  STATE/COUNTY-  CA/SONOMA
 JT0475  USGS QUAD   -  RUTHERFORD (1973)
 JT0475
 JT0475                         *CURRENT SURVEY CONTROL
 JT0475  ___________________________________________________________________
 JT0475* NAD 83(1986)-  38 23 29.     (N)    122 28 54.     (W)     SCALED    
 JT0475* NAVD 88     -       500.84   (+/-2cm)    1643.2    (feet)  VERTCON   
 JT0475  ___________________________________________________________________
 JT0475  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JT0475  VERT ORDER  -  THIRD (See Below)
 JT0475
 JT0475.The horizontal coordinates were scaled from a topographic map and have
 JT0475.an estimated accuracy of +/- 6 seconds.
 JT0475
 JT0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0475.The vertical order pertains to the NGVD 29 superseded value.
 JT0475
 JT0475.The geoid height was determined by GEOID03.
 JT0475
 JT0475;                    North         East    Units  Estimated Accuracy
 JT0475;SPC CA 2     -   580,560.    1,957,920.      MT  (+/- 180 meters Scaled)
 JT0475
 JT0475                          SUPERSEDED SURVEY CONTROL
 JT0475
 JT0475  NGVD 29 (??/??/??)  499.98   (m)         1640.4    (f) RESET       3  
 JT0475
 JT0475.Superseded values are not recommended for survey control.
 JT0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0475.See file dsdata.txt to determine how the superseded data were derived.
 JT0475
 JT0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH452493(NAD 83)
 JT0475_MARKER: DD = SURVEY DISK
 JT0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0475_STAMPING: 87 S 1947
 JT0475_MARK LOGO: USGS  
 JT0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0475+STABILITY: SURFACE MOTION
 JT0475
 JT0475  HISTORY     - Date     Condition        Report By
 JT0475  HISTORY     - 1947     MONUMENTED       USGS
 JT0475  HISTORY     - 1951     GOOD             CGS
 JT0475  HISTORY     - 1960     GOOD             CGS
 JT0475  HISTORY     - 1985     GOOD             USPSQD
 JT0475  HISTORY     - 1985     GOOD             USPSQD
 JT0475
 JT0475                          STATION DESCRIPTION
 JT0475
 JT0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0475'4.6 MI NE FROM GLEN ELLEN.
 JT0475'1.0 MILES NORTHEAST, THENCE 0.6 MILES NORTH, THENCE 3.0 MILES
 JT0475'NORTHEAST, ABOUT 0.1 MILES SOUTHWEST OF THE Y JUNCTION OF A
 JT0475'GRAVELED ROAD LEADING EAST, AT THE JUNCTION OF A PRIVATE RANCH
 JT0475'ROAD LEADING NORTHWEST, 19.0 FEET WEST OF THE CENTER LINE OF THE
 JT0475'COUNTY ROAD, 13.0 FEET NORTH OF THE CENTER LINE OF THE PRIVATE
 JT0475'ROAD, 4.0 FEET NORTHWEST OF THE FENCE CORNER, 2.0 FEET SOUTHWEST
 JT0475'OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE ROAD, AND
 JT0475'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET.
 JT0475
 JT0475                          STATION RECOVERY (1960)
 JT0475
 JT0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0475'RECOVERED IN GOOD CONDITION.
 JT0475
 JT0475                          STATION RECOVERY (1985)
 JT0475
 JT0475'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0475'RECOVERED IN GOOD CONDITION.
 JT0475
 JT0475                          STATION RECOVERY (1985)
 JT0475
 JT0475'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0329 ***********************************************************************
 GU0329  DESIGNATION -  87.45 R
 GU0329  PID         -  GU0329
 GU0329  STATE/COUNTY-  CA/MERCED
 GU0329  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0329
 GU0329                         *CURRENT SURVEY CONTROL
 GU0329  ___________________________________________________________________
 GU0329* NAD 83(1986)-  36 54 53.     (N)    120 49 19.     (W)     SCALED    
 GU0329* NAVD 88     -       103.38   (+/-2cm)     339.2    (feet)  VERTCON   
 GU0329  ___________________________________________________________________
 GU0329  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GU0329  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0329
 GU0329.The horizontal coordinates were scaled from a topographic map and have
 GU0329.an estimated accuracy of +/- 6 seconds.
 GU0329
 GU0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0329.The vertical order pertains to the NGVD 29 superseded value.
 GU0329
 GU0329.The geoid height was determined by GEOID03.
 GU0329
 GU0329;                    North         East    Units  Estimated Accuracy
 GU0329;SPC CA 3     -   546,080.    1,971,310.      MT  (+/- 180 meters Scaled)
 GU0329
 GU0329                          SUPERSEDED SURVEY CONTROL
 GU0329
 GU0329  NGVD 29 (??/??/92)  102.534  (m)          336.40   (f) ADJ UNCH    1 1
 GU0329
 GU0329.Superseded values are not recommended for survey control.
 GU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0329.See file dsdata.txt to determine how the superseded data were derived.
 GU0329
 GU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF940876(NAD 83)
 GU0329_MARKER: DZ = AZIMUTH MARK DISK
 GU0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0329_SP_SET: DRAIN INLET
 GU0329_STAMPING: 87.45 R
 GU0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0329
 GU0329  HISTORY     - Date     Condition        Report By
 GU0329  HISTORY     - UNK      MONUMENTED       BOR
 GU0329  HISTORY     - 1967     GOOD             NGS
 GU0329  HISTORY     - 1975     GOOD             NGS
 GU0329  HISTORY     - 19881121 MARK NOT FOUND   NGS
 GU0329
 GU0329                          STATION DESCRIPTION
 GU0329
 GU0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0329'0.7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0329'0.7 MILE SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0329'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE
 GU0329'TOP OF A CONCRETE HEAD WALL FOR A 4- BY 6-FOOT CONCRETE DRAIN
 GU0329'INLET STRUCTURE, 48 FEET NORTHWEST OF THE TOP RUNG OF A STEEL
 GU0329'LADDER LEADING INTO THE CANAL, 24 FEET NORTHEAST OF THE CENTER
 GU0329'LINE OF THE ROAD, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF
 GU0329'THE HEAD WALL, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 GU0329
 GU0329                          STATION RECOVERY (1975)
 GU0329
 GU0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0329'RECOVERED IN GOOD CONDITION.
 GU0329
 GU0329                          STATION RECOVERY (1988)
 GU0329
 GU0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0384 ***********************************************************************
 GU0384  DESIGNATION -  87.6 USBR
 GU0384  PID         -  GU0384
 GU0384  STATE/COUNTY-  CA/MERCED
 GU0384  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0384
 GU0384                         *CURRENT SURVEY CONTROL
 GU0384  ___________________________________________________________________
 GU0384* NAD 83(1986)-  36 56 08.     (N)    120 48 58.     (W)     SCALED    
 GU0384* NAVD 88     -        51.96   (+/-2cm)     170.5    (feet)  VERTCON   
 GU0384  ___________________________________________________________________
 GU0384  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0384
 GU0384.The horizontal coordinates were scaled from a topographic map and have
 GU0384.an estimated accuracy of +/- 6 seconds.
 GU0384
 GU0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0384.The vertical order pertains to the NGVD 29 superseded value.
 GU0384
 GU0384.The geoid height was determined by GEOID03.
 GU0384
 GU0384;                    North         East    Units  Estimated Accuracy
 GU0384;SPC CA 3     -   548,390.    1,971,840.      MT  (+/- 180 meters Scaled)
 GU0384
 GU0384                          SUPERSEDED SURVEY CONTROL
 GU0384
 GU0384  NGVD 29 (??/??/92)   51.137  (m)          167.77   (f) ADJ UNCH    2 0
 GU0384
 GU0384.Superseded values are not recommended for survey control.
 GU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0384.See file dsdata.txt to determine how the superseded data were derived.
 GU0384
 GU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF944899(NAD 83)
 GU0384_MARKER: Q = CHISELED SQUARE
 GU0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0384_SP_SET: CULVERT
 GU0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0384
 GU0384  HISTORY     - Date     Condition        Report By
 GU0384  HISTORY     - UNK      MONUMENTED       BOR
 GU0384  HISTORY     - 1957     GOOD             NGS
 GU0384  HISTORY     - 1975     GOOD             NGS
 GU0384
 GU0384                          STATION DESCRIPTION
 GU0384
 GU0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GU0384'9.5 MI SE FROM LOS BANOS.
 GU0384'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM
 GU0384'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 5.4 MILES
 GU0384'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 3.2 MILES SOUTHEAST
 GU0384'ALONG A GRADED ROAD ALONG SOUTHWEST BANK OF THE DELTA-MENDOTA
 GU0384'CANAL, AT CANAL MILEAGE 87.66, IN TOP OF THE APPROXIMATE CENTER
 GU0384'OF THE NORTH END OF THE FLOOR OF A 6- BY 4-FOOT CONCRETE BOX
 GU0384'CULVERT, 50.0 FEET NORTH OF AND ACROSS THE ROAD FROM BENCH
 GU0384'MARK H 513, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 GU0384'ABOUT 6 FEET LOWER THAN THE ROAD.
 GU0384
 GU0384                          STATION RECOVERY (1975)
 GU0384
 GU0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0124 ***********************************************************************
 HT0124  DESIGNATION -  87.61 USBR
 HT0124  PID         -  HT0124
 HT0124  STATE/COUNTY-  CA/CONTRA COSTA
 HT0124  USGS QUAD   -  WALNUT CREEK (1995)
 HT0124
 HT0124                         *CURRENT SURVEY CONTROL
 HT0124  ___________________________________________________________________
 HT0124* NAD 83(1986)-  37 58 17.     (N)    122 04 29.     (W)     SCALED    
 HT0124* NAVD 88     -        27.61   (+/-2cm)      90.6    (feet)  VERTCON   
 HT0124  ___________________________________________________________________
 HT0124  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 HT0124  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0124
 HT0124.The horizontal coordinates were scaled from a topographic map and have
 HT0124.an estimated accuracy of +/- 6 seconds.
 HT0124
 HT0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0124.The vertical order pertains to the NGVD 29 superseded value.
 HT0124
 HT0124.The geoid height was determined by GEOID03.
 HT0124
 HT0124;                    North         East    Units  Estimated Accuracy
 HT0124;SPC CA 3     -   664,460.    1,861,650.      MT  (+/- 180 meters Scaled)
 HT0124
 HT0124                          SUPERSEDED SURVEY CONTROL
 HT0124
 HT0124  NGVD 29 (??/??/92)   26.808  (m)           87.95   (f) ADJ UNCH    1 2
 HT0124
 HT0124.Superseded values are not recommended for survey control.
 HT0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0124.See file dsdata.txt to determine how the superseded data were derived.
 HT0124
 HT0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH812030(NAD 83)
 HT0124_MARKER: DD = SURVEY DISK
 HT0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT0124_SP_SET: BRIDGE
 HT0124_STAMPING: 87.61
 HT0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT0124
 HT0124  HISTORY     - Date     Condition        Report By
 HT0124  HISTORY     - UNK      MONUMENTED       BOR
 HT0124  HISTORY     - 1958     GOOD             NGS
 HT0124  HISTORY     - 20060130 MARK NOT FOUND   GEOCAC
 HT0124
 HT0124                          STATION DESCRIPTION
 HT0124
 HT0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0124'1.4 MI S FROM PACHECO.
 HT0124'0.8 MILE SOUTH ALONG STATE HIGHWAY 21 FROM THE TOWN HALL AT
 HT0124'PACHECO, THENCE 0.6 MILE WEST ALONG GOLF CLUB ROAD, AT A
 HT0124'CONCRETE BRIDGE OVER CONTRA COSTA CANAL, IN THE TOP OF THE NORTH
 HT0124'CONCRETE CURB, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HT0124'4.6 FEET WEST OF THE EAST END OF THE CURB, AND ABOUT 1 FOOT
 HT0124'HIGHER THAN THE ROAD.
 HT0124
 HT0124                          STATION RECOVERY (2006)
 HT0124
 HT0124'RECOVERY NOTE BY GEOCACHING 2006 (HAN)
 HT0124'MARK NOT FOUND AS DESCRIBED. AN UNNUMBERED CONTRA COSTA COUNTY
 HT0124'BENCHMARK DISK IS NEARBY AT N 37  58.283 W 122  04.424
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0322 ***********************************************************************
 GU0322  DESIGNATION -  87.67 L USBR
 GU0322  PID         -  GU0322
 GU0322  STATE/COUNTY-  CA/MERCED
 GU0322  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0322
 GU0322                         *CURRENT SURVEY CONTROL
 GU0322  ___________________________________________________________________
 GU0322* NAD 83(1986)-  36 54 48.     (N)    120 49 10.     (W)     SCALED    
 GU0322* NAVD 88     -       105.97   (+/-2cm)     347.7    (feet)  VERTCON   
 GU0322  ___________________________________________________________________
 GU0322  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0322  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0322
 GU0322.The horizontal coordinates were scaled from a topographic map and have
 GU0322.an estimated accuracy of +/- 6 seconds.
 GU0322
 GU0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0322.The vertical order pertains to the NGVD 29 superseded value.
 GU0322
 GU0322.The geoid height was determined by GEOID03.
 GU0322
 GU0322;                    North         East    Units  Estimated Accuracy
 GU0322;SPC CA 3     -   545,920.    1,971,530.      MT  (+/- 180 meters Scaled)
 GU0322
 GU0322                          SUPERSEDED SURVEY CONTROL
 GU0322
 GU0322  NGVD 29 (??/??/92)  105.12   (m)          344.9    (f) COMPUTED    1 1
 GU0322
 GU0322.Superseded values are not recommended for survey control.
 GU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0322.See file dsdata.txt to determine how the superseded data were derived.
 GU0322
 GU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF942874(NAD 83)
 GU0322_MARKER: DD = SURVEY DISK
 GU0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0322_SP_SET: PIPE OVERCHUTE
 GU0322_STAMPING: 87.67 L
 GU0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0322
 GU0322  HISTORY     - Date     Condition        Report By
 GU0322  HISTORY     - UNK      MONUMENTED       BOR
 GU0322  HISTORY     - 1968     GOOD             NGS
 GU0322  HISTORY     - 1969     GOOD             NGS
 GU0322
 GU0322                          STATION DESCRIPTION
 GU0322
 GU0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GU0322'1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0322'0.95 MILE SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0322'DOS AMIGOS PUMP PLANT, ABOUT 0.1 MILE SOUTH OF BENCH MARK Y 663,
 GU0322'ALONG THE NORTHEAST LEVEE ROAD OPPOSITE BENCH MARK 87.67 R
 GU0322'(USBR), IN THE TOP OF THE SOUTH CORNER OF A CONCRETE STRUCTURE
 GU0322'OF PIPE OVERCHUTE 87.67, 27 FEET SOUTHWEST OF THE CENTER LINE
 GU0322'OF THE NORTHEAST LEVEE ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 GU0322'ROAD.
 GU0322
 GU0322                          STATION RECOVERY (1969)
 GU0322
 GU0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2128 ***********************************************************************
 HS2128  DESIGNATION -  87.766 USGS
 HS2128  PID         -  HS2128
 HS2128  STATE/COUNTY-  CA/STANISLAUS
 HS2128  USGS QUAD   -  CERES (1987)
 HS2128
 HS2128                         *CURRENT SURVEY CONTROL
 HS2128  ___________________________________________________________________
 HS2128* NAD 83(1986)-  37 37 00.     (N)    120 59 11.     (W)     SCALED    
 HS2128* NAVD 88     -        27.42   (+/-2cm)      90.0    (feet)  VERTCON   
 HS2128  ___________________________________________________________________
 HS2128  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 HS2128  VERT ORDER  -  THIRD (See Below)
 HS2128
 HS2128.The horizontal coordinates were scaled from a topographic map and have
 HS2128.an estimated accuracy of +/- 6 seconds.
 HS2128
 HS2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2128.The vertical order pertains to the NGVD 29 superseded value.
 HS2128
 HS2128.The geoid height was determined by GEOID03.
 HS2128
 HS2128;                    North         East    Units  Estimated Accuracy
 HS2128;SPC CA 3     -   624,040.    1,957,060.      MT  (+/- 180 meters Scaled)
 HS2128
 HS2128                          SUPERSEDED SURVEY CONTROL
 HS2128
 HS2128  NGVD 29 (??/??/??)   26.69   (m)           87.6    (f) RESET       3  
 HS2128
 HS2128.Superseded values are not recommended for survey control.
 HS2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2128.See file dsdata.txt to determine how the superseded data were derived.
 HS2128
 HS2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG777651(NAD 83)
 HS2128_MARKER: P = PIPE CAP
 HS2128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS2128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS2128_STAMPING: 87.766 B 1901
 HS2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2128
 HS2128  HISTORY     - Date     Condition        Report By
 HS2128  HISTORY     - 1901     MONUMENTED       USGS
 HS2128  HISTORY     - 1953     MARK NOT FOUND   NGS
 HS2128
 HS2128                          STATION DESCRIPTION
 HS2128
 HS2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HS2128'1.8 MI SE FROM MODESTO.
 HS2128'1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS2128'THE STATION AT MODESTO, STANISLAUS COUNTY, AT THE WESTERN
 HS2128'PACIFIC RAILROAD CROSSING, 40 FEET NORTHWEST OF A SIGNAL TOWER,
 HS2128'6.5 FEET WEST OF THE WEST RAIL OF THE WESTERN PACIFIC RAILROAD,
 HS2128'AND 34 FEET NORTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 99.
 HS2128'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 87.766
 HS2128'B 1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 HS2128'2 FEET ABOVE GROUND.  NOTE-- IT WAS REPORTED IN 1930 THAT THERE
 HS2128'WAS EVIDENCE THAT THIS MARK MIGHT HAVE BEEN RESET PRIOR TO THE
 HS2128'LEVELING OF 1930-31.  IT MAY HAVE BEEN DESTROYED BECAUSE THE AREA IS
 HS2128'CLEAN, AND A NEW RAILROAD SIGNAL HAS BEEN RECENTLY BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0321 ***********************************************************************
 GU0321  DESIGNATION -  87.78 R
 GU0321  PID         -  GU0321
 GU0321  STATE/COUNTY-  CA/MERCED
 GU0321  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0321
 GU0321                         *CURRENT SURVEY CONTROL
 GU0321  ___________________________________________________________________
 GU0321* NAD 83(1986)-  36 54 40.     (N)    120 49 07.     (W)     SCALED    
 GU0321* NAVD 88     -       104.505  (meters)     342.86   (feet)  ADJUSTED  
 GU0321  ___________________________________________________________________
 GU0321  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0321  DYNAMIC HT  -         104.419 (meters)     342.58  (feet)  COMP
 GU0321  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GU0321
 GU0321  VERT ORDER  -  FIRST     CLASS I
 GU0321
 GU0321.The horizontal coordinates were scaled from a topographic map and have
 GU0321.an estimated accuracy of +/- 6 seconds.
 GU0321
 GU0321.The orthometric height was determined by differential leveling
 GU0321.and adjusted in June 1991.
 GU0321
 GU0321.The geoid height was determined by GEOID03.
 GU0321
 GU0321.The dynamic height is computed by dividing the NAVD 88
 GU0321.geopotential number by the normal gravity value computed on the
 GU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0321.degrees latitude (g = 980.6199 gals.).
 GU0321
 GU0321.The modeled gravity was interpolated from observed gravity values.
 GU0321
 GU0321;                    North         East    Units  Estimated Accuracy
 GU0321;SPC CA 3     -   545,680.    1,971,610.      MT  (+/- 180 meters Scaled)
 GU0321
 GU0321                          SUPERSEDED SURVEY CONTROL
 GU0321
 GU0321  NGVD 29 (??/??/92)  103.595  (m)          339.88   (f) ADJ UNCH    1 1
 GU0321
 GU0321.Superseded values are not recommended for survey control.
 GU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0321.See file dsdata.txt to determine how the superseded data were derived.
 GU0321
 GU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF943872(NAD 83)
 GU0321_MARKER: DD = SURVEY DISK
 GU0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0321_SP_SET: HEADWALL
 GU0321_STAMPING: 87.78 R
 GU0321_MARK LOGO: BOR   
 GU0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0321+STABILITY: SURFACE MOTION
 GU0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0321+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 GU0321
 GU0321  HISTORY     - Date     Condition        Report By
 GU0321  HISTORY     - UNK      MONUMENTED       BOR
 GU0321  HISTORY     - 1967     GOOD             NGS
 GU0321  HISTORY     - 1975     GOOD             NGS
 GU0321  HISTORY     - 19881121 GOOD             NGS
 GU0321
 GU0321                          STATION DESCRIPTION
 GU0321
 GU0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0321'1 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0321'1.05 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0321'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R11E
 GU0321'T12S, SECTION 6, IN THE TOP OF A CONCRETE HEAD WALL FOR A
 GU0321'TURNOUT STRUCTURE, 0.1 MILE SOUTHEAST OF THE CROSSING OF PIPE
 GU0321'LINE, 11 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.2
 GU0321'FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT
 GU0321'1 1/2 FEET LOWER THAN THE ROAD.
 GU0321
 GU0321                          STATION RECOVERY (1975)
 GU0321
 GU0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0321'RECOVERED IN GOOD CONDITION.
 GU0321
 GU0321                          STATION RECOVERY (1988)
 GU0321
 GU0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0320 ***********************************************************************
 GU0320  DESIGNATION -  87.98 R
 GU0320  PID         -  GU0320
 GU0320  STATE/COUNTY-  CA/MERCED
 GU0320  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0320
 GU0320                         *CURRENT SURVEY CONTROL
 GU0320  ___________________________________________________________________
 GU0320* NAD 83(1986)-  36 54 32.     (N)    120 48 57.     (W)     SCALED    
 GU0320* NAVD 88     -       103.42   (+/-2cm)     339.3    (feet)  VERTCON   
 GU0320  ___________________________________________________________________
 GU0320  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0320  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0320
 GU0320.The horizontal coordinates were scaled from a topographic map and have
 GU0320.an estimated accuracy of +/- 6 seconds.
 GU0320
 GU0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0320.The vertical order pertains to the NGVD 29 superseded value.
 GU0320
 GU0320.The geoid height was determined by GEOID03.
 GU0320
 GU0320;                    North         East    Units  Estimated Accuracy
 GU0320;SPC CA 3     -   545,430.    1,971,850.      MT  (+/- 180 meters Scaled)
 GU0320
 GU0320                          SUPERSEDED SURVEY CONTROL
 GU0320
 GU0320  NGVD 29 (??/??/92)  102.575  (m)          336.53   (f) ADJ UNCH    1 1
 GU0320
 GU0320.Superseded values are not recommended for survey control.
 GU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0320.See file dsdata.txt to determine how the superseded data were derived.
 GU0320
 GU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF945869(NAD 83)
 GU0320_MARKER: DD = SURVEY DISK
 GU0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0320_SP_SET: DRAIN INLET
 GU0320_STAMPING: 87.98 R
 GU0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0320
 GU0320  HISTORY     - Date     Condition        Report By
 GU0320  HISTORY     - UNK      MONUMENTED       BOR
 GU0320  HISTORY     - 1967     GOOD             NGS
 GU0320  HISTORY     - 1975     GOOD             NGS
 GU0320  HISTORY     - 19881121 MARK NOT FOUND   NGS
 GU0320
 GU0320                          STATION DESCRIPTION
 GU0320
 GU0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0320'1.2 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0320'1.25 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0320'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0320'R11E T12S, SECTION 6, IN THE TOP OF THE CONCRETE HEAD WALL OF
 GU0320'A 3-BY 8-FOOT CONCRETE DRAIN INLET STRUCTURE, 16 FEET NORTHEAST
 GU0320'OF THE CENTER LINE OF THE ROAD, 0.3 FOOT NORTHWEST OF THE
 GU0320'SOUTHEAST END OF THE HEAD WALL, AND ABOUT 4 FEET LOWER THAN
 GU0320'THE ROAD.
 GU0320
 GU0320                          STATION RECOVERY (1975)
 GU0320
 GU0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0320'RECOVERED IN GOOD CONDITION.
 GU0320
 GU0320                          STATION RECOVERY (1988)
 GU0320
 GU0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0320'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2840 ***********************************************************************
 DX2840  DESIGNATION -  870.015
 DX2840  PID         -  DX2840
 DX2840  STATE/COUNTY-  CA/RIVERSIDE
 DX2840  USGS QUAD   -  RIVERSIDE EAST (1967)
 DX2840
 DX2840                         *CURRENT SURVEY CONTROL
 DX2840  ___________________________________________________________________
 DX2840* NAD 83(1986)-  33 58 48.     (N)    117 22 03.     (W)     SCALED    
 DX2840* NAVD 88     -       265.92   (+/-2cm)     872.4    (feet)  VERTCON   
 DX2840  ___________________________________________________________________
 DX2840  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DX2840  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX2840
 DX2840.The horizontal coordinates were scaled from a topographic map and have
 DX2840.an estimated accuracy of +/- 6 seconds.
 DX2840
 DX2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2840.The vertical order pertains to the NGVD 29 superseded value.
 DX2840
 DX2840.The geoid height was determined by GEOID03.
 DX2840
 DX2840;                    North         East    Units  Estimated Accuracy
 DX2840;SPC CA 6     -   701,660.    1,896,740.      MT  (+/- 180 meters Scaled)
 DX2840
 DX2840                          SUPERSEDED SURVEY CONTROL
 DX2840
 DX2840  NGVD 29 (??/??/??)  265.159  (m)          869.94   (f) ADJUSTED    1 2
 DX2840
 DX2840.Superseded values are not recommended for survey control.
 DX2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2840.See file dsdata.txt to determine how the superseded data were derived.
 DX2840
 DX2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT660599(NAD 83)
 DX2840_MARKER: S = SPIKE
 DX2840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX2840_SP_SET: CURB
 DX2840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX2840
 DX2840  HISTORY     - Date     Condition        Report By
 DX2840  HISTORY     - UNK      MONUMENTED       CA2970
 DX2840  HISTORY     - 1949     MARK NOT FOUND   NGS
 DX2840  HISTORY     - 1961     MARK NOT FOUND   NGS
 DX2840
 DX2840                          STATION DESCRIPTION
 DX2840
 DX2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DX2840'AT RIVERSIDE.
 DX2840'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SEVENTH AND VINE
 DX2840'STREETS, 4 FEET EAST OF THE EAST LINE OF VINE STREET, IN THE
 DX2840'SOUTH CURB OF SEVENTH STREET, AND LEADED IN THE TOP OF THE
 DX2840'CURB.  A SPIKE.
 DX2840
 DX2840                          STATION RECOVERY (1961)
 DX2840
 DX2840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DX2840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0141 ***********************************************************************
 HR0141  DESIGNATION -  8705
 HR0141  PID         -  HR0141
 HR0141  STATE/COUNTY-  CA/MARIPOSA
 HR0141  USGS QUAD   -  TENAYA LAKE (1992)
 HR0141
 HR0141                         *CURRENT SURVEY CONTROL
 HR0141  ___________________________________________________________________
 HR0141* NAD 83(1986)-  37 49 31.     (N)    119 29 57.     (W)     SCALED    
 HR0141* NAVD 88     -      2656.29   (+/-2cm)    8714.8    (feet)  VERTCON   
 HR0141  ___________________________________________________________________
 HR0141  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 HR0141  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0141
 HR0141.The horizontal coordinates were scaled from a topographic map and have
 HR0141.an estimated accuracy of +/- 6 seconds.
 HR0141
 HR0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0141.The vertical order pertains to the NGVD 29 superseded value.
 HR0141
 HR0141.The geoid height was determined by GEOID03.
 HR0141
 HR0141;                    North         East    Units  Estimated Accuracy
 HR0141;SPC CA 3     -   647,550.    2,088,110.      MT  (+/- 180 meters Scaled)
 HR0141
 HR0141                          SUPERSEDED SURVEY CONTROL
 HR0141
 HR0141  NGVD 29 (??/??/92) 2654.846  (m)         8710.11   (f) ADJ UNCH    1 2
 HR0141
 HR0141.Superseded values are not recommended for survey control.
 HR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0141.See file dsdata.txt to determine how the superseded data were derived.
 HR0141
 HR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB800893(NAD 83)
 HR0141_MARKER: DD = SURVEY DISK
 HR0141_SETTING: 66 = SET IN ROCK OUTCROP
 HR0141_SP_SET: GRANITE OUTCROP
 HR0141_STAMPING: 8705
 HR0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HR0141+STABILITY: POSITION/ELEVATION WELL
 HR0141
 HR0141  HISTORY     - Date     Condition        Report By
 HR0141  HISTORY     - UNK      MONUMENTED       USGS
 HR0141  HISTORY     - 1957     GOOD             NGS
 HR0141
 HR0141                          STATION DESCRIPTION
 HR0141
 HR0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HR0141'4.4 MI W FROM TENAYA LAKE.
 HR0141'4.4 MILES WEST ALONG TIOGA ROAD FROM TENAYA LAKE RANGER STATION,
 HR0141'AT THE SOUTH END OF SNOW FLAT, ON THE INSIDE OF A CURVE, AT THE
 HR0141'CROSSING OF A CREEK, 300 FEET SOUTH OF A WOODEN SNOW FLAT ELEV
 HR0141'8710 SIGN, IN THE TOP OF A 7-BY 15-FOOT GRANITE OUTCROP WHICH
 HR0141'PROJECTS ABOUT 5 FEET ABOVE THE ROAD, 55.2 FEET NORTH OF THE
 HR0141'CENTER OF THE WEST END OF A 12-INCH CORRUGATED METAL PIPE
 HR0141'CULVERT, 14 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 HR0141'ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0135 ***********************************************************************
 DY0135  DESIGNATION -  872 LBHD
 DY0135  PID         -  DY0135
 DY0135  STATE/COUNTY-  CA/LOS ANGELES
 DY0135  USGS QUAD   -  LONG BEACH (1981)
 DY0135
 DY0135                         *CURRENT SURVEY CONTROL
 DY0135  ___________________________________________________________________
 DY0135* NAD 83(1986)-  33 46 05.     (N)    118 13 31.     (W)     SCALED    
 DY0135* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 DY0135  ___________________________________________________________________
 DY0135  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0135  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0135
 DY0135.The horizontal coordinates were scaled from a topographic map and have
 DY0135.an estimated accuracy of +/- 6 seconds.
 DY0135
 DY0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0135.The vertical order pertains to the NGVD 29 superseded value.
 DY0135
 DY0135.The geoid height was determined by GEOID03.
 DY0135
 DY0135;                    North         East    Units  Estimated Accuracy
 DY0135;SPC CA 5     -   529,760.    1,979,130.      MT  (+/- 180 meters Scaled)
 DY0135
 DY0135                          SUPERSEDED SURVEY CONTROL
 DY0135
 DY0135  NGVD 29 (??/??/92)    2.165  (m)            7.10   (f) ADJ UNCH    1 2
 DY0135
 DY0135.Superseded values are not recommended for survey control.
 DY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0135.See file dsdata.txt to determine how the superseded data were derived.
 DY0135
 DY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT865371(NAD 83)
 DY0135_MARKER: Z = SEE DESCRIPTION
 DY0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0135_SP_SET: CONCRETE BLOCK
 DY0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0135
 DY0135  HISTORY     - Date     Condition        Report By
 DY0135  HISTORY     - UNK      MONUMENTED       CA1970
 DY0135  HISTORY     - 1949     GOOD             NGS
 DY0135  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0135
 DY0135                          STATION DESCRIPTION
 DY0135
 DY0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0135'AT LONG BEACH.
 DY0135'AT LONG BEACH, ON TERMINAL ISLAND, ABOUT 0.9 MILE EAST OF THE
 DY0135'SCHUYLER F. HEIM BRIDGE, ABOUT 0.2 MILE NORTH OF THE SOUTHERN
 DY0135'CALIFORNIA EDISON COMPANY BUILDINGS, 16 FEET WEST OF THE
 DY0135'WEST BANK OF CERRITOS CHANNEL, AND SET IN TOP OF THE SOUTHWEST
 DY0135'CORNER OF THE SOUTHWEST CONCRETE BLOCK SUPPORTING A STEEL
 DY0135'TOWER FOR THE SIGNAL OIL AND GAS COMPANY WELL NO. U.P.D.-2.
 DY0135'NOTE-- THE CONCRETE BLOCK SUPPORTING THE STEEL TOWER FOR SIGNAL
 DY0135'OIL AND GAS CO. WELL NO. UPD - 2 HAS BEEN REMOVED.  IT IS
 DY0135'BELIEVED THAT WHEN THE TOWER WAS REMOVED, THE MARK WAS DESTROYED.
 DY0135
 DY0135                          STATION RECOVERY (1954)
 DY0135
 DY0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0134 ***********************************************************************
 DY0134  DESIGNATION -  873 LBHD
 DY0134  PID         -  DY0134
 DY0134  STATE/COUNTY-  CA/LOS ANGELES
 DY0134  USGS QUAD   -  LONG BEACH (1981)
 DY0134
 DY0134                         *CURRENT SURVEY CONTROL
 DY0134  ___________________________________________________________________
 DY0134* NAD 83(1986)-  33 46 05.     (N)    118 13 31.     (W)     SCALED    
 DY0134* NAVD 88     -         2.61   (+/-2cm)       8.6    (feet)  VERTCON   
 DY0134  ___________________________________________________________________
 DY0134  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0134  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0134
 DY0134.The horizontal coordinates were scaled from a topographic map and have
 DY0134.an estimated accuracy of +/- 6 seconds.
 DY0134
 DY0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0134.The vertical order pertains to the NGVD 29 superseded value.
 DY0134
 DY0134.The geoid height was determined by GEOID03.
 DY0134
 DY0134;                    North         East    Units  Estimated Accuracy
 DY0134;SPC CA 5     -   529,760.    1,979,130.      MT  (+/- 180 meters Scaled)
 DY0134
 DY0134                          SUPERSEDED SURVEY CONTROL
 DY0134
 DY0134  NGVD 29 (??/??/92)    1.804  (m)            5.92   (f) ADJ UNCH    1 2
 DY0134
 DY0134.Superseded values are not recommended for survey control.
 DY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0134.See file dsdata.txt to determine how the superseded data were derived.
 DY0134
 DY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT865371(NAD 83)
 DY0134_MARKER: B = BOLT
 DY0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0134_SP_SET: CONCRETE BLOCK
 DY0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0134
 DY0134  HISTORY     - Date     Condition        Report By
 DY0134  HISTORY     - UNK      MONUMENTED       CA1970
 DY0134  HISTORY     - 1949     GOOD             NGS
 DY0134  HISTORY     - 1954     MARK NOT FOUND   NGS
 DY0134
 DY0134                          STATION DESCRIPTION
 DY0134
 DY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0134'AT LONG BEACH.
 DY0134'AT LONG BEACH, ON TERMINAL ISLAND, ABOUT 0.9 MILE EAST OF THE
 DY0134'SCHUYLER F. HEIM BRIDGE, ABOUT 0.2 MILE NORTH OF THE SOUTHERN
 DY0134'CALIFORNIA EDISON COMPANY BUILDINGS, 20 FEET WEST OF THE WEST
 DY0134'BANK OF CERRITOS CHANNEL, ABOUT 3 FEET ABOVE THE GROUND, AND
 DY0134'SET IN THE EAST SIDE OF THE NORTHEAST CONCRETE BLOCK SUPPORT
 DY0134'FOR UP RR WELL E8.  NOTE-- THE FILL IS NOW LEVEL WITH THE TOP
 DY0134'OF THE WELL AND NO CONCRETE BLOCKS ARE VISIBLE.
 DY0134
 DY0134                          STATION RECOVERY (1954)
 DY0134
 DY0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DY0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW6818 ***********************************************************************
 EW6818  DESIGNATION -  874
 EW6818  PID         -  EW6818
 EW6818  STATE/COUNTY-  CA/VENTURA
 EW6818  USGS QUAD   -  POINT MUGU (1967)
 EW6818
 EW6818                         *CURRENT SURVEY CONTROL
 EW6818  ___________________________________________________________________
 EW6818* NAD 83(1986)-  34 04 00.     (N)    119 00 21.     (W)     SCALED    
 EW6818* NAVD 88     -        19.093  (meters)      62.64   (feet)  READJUSTED
 EW6818  ___________________________________________________________________
 EW6818  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EW6818  DYNAMIC HT  -          19.070 (meters)      62.57  (feet)  COMP
 EW6818  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 EW6818  OBS GRAVITY -     979,648.7   (mgal)                       GRAV_OBS
 EW6818
 EW6818  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 EW6818
 EW6818.The horizontal coordinates were scaled from a topographic map and have
 EW6818.an estimated accuracy of +/- 6 seconds.
 EW6818
 EW6818.The orthometric height was determined by differential leveling
 EW6818.and adjusted in February 1993.
 EW6818.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 EW6818.mark was located on a no-check spur therefore a value was not computed.
 EW6818.The height was derived from older observations constrained to new
 EW6818.heights in a crustal motion area.  The height is approximate in
 EW6818.relation to other heights in its vicinity.
 EW6818.No vertical observational check was made to the station.
 EW6818
 EW6818.The geoid height was determined by GEOID03.
 EW6818
 EW6818.The dynamic height is computed by dividing the NAVD 88
 EW6818.geopotential number by the normal gravity value computed on the
 EW6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW6818.degrees latitude (g = 980.6199 gals.).
 EW6818
 EW6818.The modeled gravity was interpolated from observed gravity values.
 EW6818.The observed gravity was obtained from relative gravimeter ties
 EW6818.to the IGSN71 gravity network.
 EW6818
 EW6818;                    North         East    Units  Estimated Accuracy
 EW6818;SPC CA 5     -   563,320.    1,907,150.      MT  (+/- 180 meters Scaled)
 EW6818
 EW6818                          SUPERSEDED SURVEY CONTROL
 EW6818
 EW6818  NGVD 29 (??/??/92)   18.320  (m)           60.10   (f) ADJ UNCH    1 1
 EW6818
 EW6818.Superseded values are not recommended for survey control.
 EW6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW6818.See file dsdata.txt to determine how the superseded data were derived.
 EW6818
 EW6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT148713(NAD 83)
 EW6818_MARKER: DB = BENCH MARK DISK
 EW6818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW6818_SP_SET: CULVERT
 EW6818_STAMPING: BM 874
 EW6818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW6818
 EW6818  HISTORY     - Date     Condition        Report By
 EW6818  HISTORY     - UNK      MONUMENTED       CADT
 EW6818  HISTORY     - 1977     GOOD             NGS
 EW6818  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW6818
 EW6818                          STATION DESCRIPTION
 EW6818
 EW6818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW6818'14.0 MI SE FROM OXNARD.
 EW6818'14.0 MILES SOUTHEAST ALONG CALIFORNIA HIGHWAY 1 FROM THE JUNCTION
 EW6818'WOOLEY ROAD AND SAVIERS ROAD AT OXNARD, 0.75 MILE SOUTHEAST OF BRIDGE
 EW6818'52-11 OVER BIG SYCAMORE CREEK, ACROSS THE HIGHWAY FROM MILEPOST 3.80,
 EW6818'IN THE TOP OF AND 1.6 FT. WEST OF THE EAST END OF THE NORTH CONCRETE
 EW6818'HEAD WALL OF A CULVERT UNDER THE HIGHWAY, 46 FT. NORTH OF THE CENTER
 EW6818'LINE OF THE HIGHWAY, 36 FT. EAST OF A POWER LINE SUPPORT POLE, 98 FT.
 EW6818'EAST OF BENCH MARK P 1051.
 EW6818
 EW6818                          STATION RECOVERY (1989)
 EW6818
 EW6818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW6818'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0072 ***********************************************************************
 HT0072  DESIGNATION -  876.60 EBMUD
 HT0072  PID         -  HT0072
 HT0072  STATE/COUNTY-  CA/CONTRA COSTA
 HT0072  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0072
 HT0072                         *CURRENT SURVEY CONTROL
 HT0072  ___________________________________________________________________
 HT0072* NAD 83(1986)-  37 53 05.     (N)    122 12 07.     (W)     SCALED    
 HT0072* NAVD 88     -       268.22   (+/-2cm)     880.0    (feet)  VERTCON   
 HT0072  ___________________________________________________________________
 HT0072  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HT0072  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0072
 HT0072.The horizontal coordinates were scaled from a topographic map and have
 HT0072.an estimated accuracy of +/- 6 seconds.
 HT0072
 HT0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0072.The vertical order pertains to the NGVD 29 superseded value.
 HT0072
 HT0072.The geoid height was determined by GEOID03.
 HT0072
 HT0072;                    North         East    Units  Estimated Accuracy
 HT0072;SPC CA 3     -   655,040.    1,850,300.      MT  (+/- 180 meters Scaled)
 HT0072
 HT0072                          SUPERSEDED SURVEY CONTROL
 HT0072
 HT0072  NGVD 29 (??/??/92)  267.36   (m)          877.2    (f) COMPUTED    1 2
 HT0072
 HT0072.Superseded values are not recommended for survey control.
 HT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0072.See file dsdata.txt to determine how the superseded data were derived.
 HT0072
 HT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG701933(NAD 83)
 HT0072_MARKER: S = SPIKE
 HT0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0072_SP_SET: OAK TREE
 HT0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0072
 HT0072  HISTORY     - Date     Condition        Report By
 HT0072  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0072  HISTORY     - 1958     MARK NOT FOUND   NGS
 HT0072
 HT0072                          STATION DESCRIPTION
 HT0072
 HT0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0072'1.1 MI W FROM ORINDA.
 HT0072'1.1 MILES WEST ALONG EL TOYONAL FROM ORINDA, CONTRA COSTA COUNTY,
 HT0072'0.1 MILE WEST OF A U-TURN, 12 FEET NORTH OF THE CENTERLINE OF
 HT0072'THE ROAD, AND IN THE BASE OF A 30-INCH OAK TREE.  A TRACK SPIKE,
 HT0072'REFERENCED BY A STAKE NAILED TO THE BASE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1427 ***********************************************************************
 JT1427  DESIGNATION -  88
 JT1427  PID         -  JT1427
 JT1427  STATE/COUNTY-  CA/SONOMA
 JT1427  USGS QUAD   -  BODEGA HEAD (1972)
 JT1427
 JT1427                         *CURRENT SURVEY CONTROL
 JT1427  ___________________________________________________________________
 JT1427* NAD 83(1986)-  38 19 11.     (N)    123 00 47.     (W)     SCALED    
 JT1427* NAVD 88     -        28.01   (+/-2cm)      91.9    (feet)  VERTCON   
 JT1427  ___________________________________________________________________
 JT1427  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JT1427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1427
 JT1427.The horizontal coordinates were scaled from a topographic map and have
 JT1427.an estimated accuracy of +/- 6 seconds.
 JT1427
 JT1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1427.The vertical order pertains to the NGVD 29 superseded value.
 JT1427
 JT1427.The geoid height was determined by GEOID03.
 JT1427
 JT1427;                    North         East    Units  Estimated Accuracy
 JT1427;SPC CA 2     -   572,990.    1,911,410.      MT  (+/- 180 meters Scaled)
 JT1427
 JT1427                          SUPERSEDED SURVEY CONTROL
 JT1427
 JT1427  NGVD 29 (??/??/92)   27.16   (m)           89.1    (f) COMPUTED    2 0
 JT1427
 JT1427.Superseded values are not recommended for survey control.
 JT1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1427.See file dsdata.txt to determine how the superseded data were derived.
 JT1427
 JT1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH988412(NAD 83)
 JT1427_MARKER: P = PIPE CAP
 JT1427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JT1427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JT1427_MARK LOGO: USGS  
 JT1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT1427
 JT1427  HISTORY     - Date     Condition        Report By
 JT1427  HISTORY     - UNK      MONUMENTED       USGS
 JT1427  HISTORY     - 1942     GOOD             CGS
 JT1427
 JT1427                          STATION DESCRIPTION
 JT1427
 JT1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT1427'2.2 MI SE FROM BAY.
 JT1427'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM BAY, ABOUT
 JT1427'15 FEET SOUTHWEST OF A HIGHWAY CULVERT, ABOUT 18 FEET NORTHWEST
 JT1427'OF THE CENTER OF THE HIGHWAY AND ABOUT 7 FEET SOUTHEAST OF A
 JT1427'FENCE, NEAR A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4481 ***********************************************************************
 EW4481  DESIGNATION -  88 10
 EW4481  PID         -  EW4481
 EW4481  STATE/COUNTY-  CA/VENTURA
 EW4481  USGS QUAD   -  NEWBURY PARK (1967)
 EW4481
 EW4481                         *CURRENT SURVEY CONTROL
 EW4481  ___________________________________________________________________
 EW4481* NAD 83(1986)-  34 13 21.     (N)    118 52 33.     (W)     SCALED    
 EW4481* NAVD 88     -       238.009  (meters)     780.87   (feet)  ADJUSTED  
 EW4481  ___________________________________________________________________
 EW4481  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 EW4481  DYNAMIC HT  -         237.759 (meters)     780.05  (feet)  COMP
 EW4481  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 EW4481
 EW4481  VERT ORDER  -  FIRST     CLASS I
 EW4481
 EW4481.The horizontal coordinates were scaled from a topographic map and have
 EW4481.an estimated accuracy of +/- 6 seconds.
 EW4481
 EW4481.The orthometric height was determined by differential leveling
 EW4481.and adjusted in June 1995.
 EW4481
 EW4481.The geoid height was determined by GEOID03.
 EW4481
 EW4481.The dynamic height is computed by dividing the NAVD 88
 EW4481.geopotential number by the normal gravity value computed on the
 EW4481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4481.degrees latitude (g = 980.6199 gals.).
 EW4481
 EW4481.The modeled gravity was interpolated from observed gravity values.
 EW4481
 EW4481;                    North         East    Units  Estimated Accuracy
 EW4481;SPC CA 5     -   580,500.    1,919,300.      MT  (+/- 180 meters Scaled)
 EW4481
 EW4481                          SUPERSEDED SURVEY CONTROL
 EW4481
 EW4481.No superseded survey control is available for this station.
 EW4481
 EW4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT272884(NAD 83)
 EW4481_MARKER: DB = BENCH MARK DISK
 EW4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4481_SP_SET: CURB
 EW4481_STAMPING: 88-10 1973
 EW4481_MARK LOGO: CA-111
 EW4481_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4481+STABILITY: SURFACE MOTION
 EW4481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4481+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 EW4481
 EW4481  HISTORY     - Date     Condition        Report By
 EW4481  HISTORY     - 1975     MONUMENTED       CA-111
 EW4481  HISTORY     - 19940630 GOOD             NGS
 EW4481  HISTORY     - 20040520 GOOD             GEOCAC
 EW4481
 EW4481                          STATION DESCRIPTION
 EW4481
 EW4481'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4481'AT THOUSAND OAKS.
 EW4481'A BRONZE DISK SET IN CONCRETE 2.5 FEET WESTERLY OF CURB FACE, MOUNT-
 EW4481'CLEF BLVD. GOING WESTERLY ALONG AVENIDA DE LOS ARBOLES, 0.4 MILES
 EW4481'FROM MOORPAK ROAD TO MOUNTCLEF BLVD., THEN NORTHERLY ALONG MOUNTCEF
 EW4481'BLVD. 0.25 MILES TO THE INTERSECTION WITH MEMORIAL PARKWAY, THEN 52
 EW4481'DEGREES SOUTHERLY AND 22 DEGREES WESTERLY FROM THE INTERSECTION TO
 EW4481'BM 88-10.
 EW4481
 EW4481                          STATION RECOVERY (1994)
 EW4481
 EW4481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4481'IN THOUSAND OAKS, AT THE INTERSECTION OF MEMORIAL PARKWAY AND
 EW4481'MOUNTCLEF BOULEVARD, 15.0 M (49.2 FT) SOUTH OF THE CENTER OF MEMORIAL
 EW4481'PARKWAY, 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF THE ROAD, 0.6 M
 EW4481'(2.0 FT) SOUTH OF STREET LIGHT POLE NUMBER 2081355E, 0.2 M (0.7 FT)
 EW4481'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 EW4481'SURFACE.
 EW4481
 EW4481                          STATION RECOVERY (2004)
 EW4481
 EW4481'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4481'THE DISK IS ALONG THE SOUTHERN EDGE OF A DECORATIVE PLANTER AT THE
 EW4481'CORNER OF MOUNTCLEF BLVD AND MEMORIAL PARKWAY.  THIS IS ON THE EASTERN
 EW4481'EDGE OF THE CAMPUS OF CALIFORNIA LUTHERAN UNIVERSITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4482 ***********************************************************************
 EW4482  DESIGNATION -  88 11
 EW4482  PID         -  EW4482
 EW4482  STATE/COUNTY-  CA/VENTURA
 EW4482  USGS QUAD   -  NEWBURY PARK (1967)
 EW4482
 EW4482                         *CURRENT SURVEY CONTROL
 EW4482  ___________________________________________________________________
 EW4482* NAD 83(1986)-  34 13 32.     (N)    118 52 33.     (W)     SCALED    
 EW4482* NAVD 88     -       239.295  (meters)     785.09   (feet)  ADJUSTED  
 EW4482  ___________________________________________________________________
 EW4482  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 EW4482  DYNAMIC HT  -         239.044 (meters)     784.26  (feet)  COMP
 EW4482  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 EW4482
 EW4482  VERT ORDER  -  FIRST     CLASS I
 EW4482
 EW4482.The horizontal coordinates were scaled from a topographic map and have
 EW4482.an estimated accuracy of +/- 6 seconds.
 EW4482
 EW4482.The orthometric height was determined by differential leveling
 EW4482.and adjusted in June 1995.
 EW4482
 EW4482.The geoid height was determined by GEOID03.
 EW4482
 EW4482.The dynamic height is computed by dividing the NAVD 88
 EW4482.geopotential number by the normal gravity value computed on the
 EW4482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4482.degrees latitude (g = 980.6199 gals.).
 EW4482
 EW4482.The modeled gravity was interpolated from observed gravity values.
 EW4482
 EW4482;                    North         East    Units  Estimated Accuracy
 EW4482;SPC CA 5     -   580,830.    1,919,310.      MT  (+/- 180 meters Scaled)
 EW4482
 EW4482                          SUPERSEDED SURVEY CONTROL
 EW4482
 EW4482.No superseded survey control is available for this station.
 EW4482
 EW4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT272887(NAD 83)
 EW4482_MARKER: DB = BENCH MARK DISK
 EW4482_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4482+WITH SETTING: PAVEMENT
 EW4482_SP_SET: UTILITY POLE FOOTING
 EW4482_STAMPING: 88-11 1973
 EW4482_MARK LOGO: CA-111
 EW4482_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4482+STABILITY: SURFACE MOTION
 EW4482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4482+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 EW4482
 EW4482  HISTORY     - Date     Condition        Report By
 EW4482  HISTORY     - 1975     MONUMENTED       CA-111
 EW4482  HISTORY     - 19940630 GOOD             NGS
 EW4482  HISTORY     - 20040312 GOOD             GEOCAC
 EW4482
 EW4482                          STATION DESCRIPTION
 EW4482
 EW4482'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4482'AT THOUSAND OAKS.
 EW4482'A BRONZE DISK SET IN 24-INCH SQUARE CONCRETE BASE FOR LIGHT STANDARD
 EW4482'0.35 MILES WESTERLY ALONG OLSEN ROAD FROM MOORPARK ROAD TO THE INTER-
 EW4482'ERSECTION WITH MOUNTCLEF BLVD. SOUTHERLY ALONG MOUNTCLEF BLVD. 79
 EW4482'DEGREES AND WESTERLY 30 DEGREES TO BM 88-11.
 EW4482
 EW4482                          STATION RECOVERY (1994)
 EW4482
 EW4482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4482'IN THOUSAND OAKS, AT THE INTERSECTION OF OLSEN ROAD AND MOUNTCLEF
 EW4482'BOULEVARD, NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR A
 EW4482'UTILITY POLE (POLE REMOVED) , 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE
 EW4482'OF THE EASTBOUND LANES OF THE ROAD, 9.5 M (31.2 FT) WEST OF THE
 EW4482'CENTERLINE OF THE BOULEVARD, 3.3 M (10.8 FT) SOUTHWEST OF STREET LIGHT
 EW4482'POLE NUMBER 2081351E, 0.8 M (2.6 FT) EAST OF A FENCE, AND 0.3 M (1.0
 EW4482'FT) ABOVE THE LEVEL OF THE ROAD.
 EW4482
 EW4482                          STATION RECOVERY (2004)
 EW4482
 EW4482'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4482'DELETE, '3.3 M (10.8 FT) SOUTHWEST OF STREET LIGHT POLE NUMBER
 EW4482'2081351E,' FROM THE 1994 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4485 ***********************************************************************
 EW4485  DESIGNATION -  88 12
 EW4485  PID         -  EW4485
 EW4485  STATE/COUNTY-  CA/VENTURA
 EW4485  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4485
 EW4485                         *CURRENT SURVEY CONTROL
 EW4485  ___________________________________________________________________
 EW4485* NAD 83(1986)-  34 14 01.     (N)    118 51 54.     (W)     SCALED    
 EW4485* NAVD 88     -       282.167  (meters)     925.74   (feet)  ADJUSTED  
 EW4485  ___________________________________________________________________
 EW4485  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EW4485  DYNAMIC HT  -         281.867 (meters)     924.76  (feet)  COMP
 EW4485  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 EW4485
 EW4485  VERT ORDER  -  FIRST     CLASS I
 EW4485
 EW4485.The horizontal coordinates were scaled from a topographic map and have
 EW4485.an estimated accuracy of +/- 6 seconds.
 EW4485
 EW4485.The orthometric height was determined by differential leveling
 EW4485.and adjusted in June 1995.
 EW4485
 EW4485.The geoid height was determined by GEOID03.
 EW4485
 EW4485.The dynamic height is computed by dividing the NAVD 88
 EW4485.geopotential number by the normal gravity value computed on the
 EW4485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4485.degrees latitude (g = 980.6199 gals.).
 EW4485
 EW4485.The modeled gravity was interpolated from observed gravity values.
 EW4485
 EW4485;                    North         East    Units  Estimated Accuracy
 EW4485;SPC CA 5     -   581,720.    1,920,310.      MT  (+/- 180 meters Scaled)
 EW4485
 EW4485                          SUPERSEDED SURVEY CONTROL
 EW4485
 EW4485.No superseded survey control is available for this station.
 EW4485
 EW4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT282896(NAD 83)
 EW4485_MARKER: DB = BENCH MARK DISK
 EW4485_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW4485+WITH SETTING: PAVEMENT
 EW4485_SP_SET: STREET LIGHT FOOTING
 EW4485_STAMPING: 88-12 1973
 EW4485_MARK LOGO: CA-111
 EW4485_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4485+STABILITY: SURFACE MOTION
 EW4485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4485+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 EW4485
 EW4485  HISTORY     - Date     Condition        Report By
 EW4485  HISTORY     - 1975     MONUMENTED       CA-111
 EW4485  HISTORY     - 19940630 GOOD             NGS
 EW4485  HISTORY     - 20040516 GOOD             GEOCAC
 EW4485
 EW4485                          STATION DESCRIPTION
 EW4485
 EW4485'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4485'AT THOUSAND OAKS.
 EW4485'0.7 MILE NORTH ALONG MOORPARK ROAD FROM OLSEN ROAD TO THE INTERSECTION
 EW4485'WITH CALLE CONTENTO, EAST ALONG CALLE CONTENO 60 DEGREES AND SOUTH 26
 EW4485'DEGREES TO BM 88-12, A BRONZE DISK SET IN 24-INCH SQUARE CONCRETE BASE
 EW4485'FOR LIGHT STANDARD.
 EW4485
 EW4485                          STATION RECOVERY (1994)
 EW4485
 EW4485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4485'6.8 KM (4.20 MI) NORTHERLY ALONG MOORPARK ROAD FROM THE JUNCTION OF
 EW4485'FREEWAY 101 IN THOUSAND OAKS, NEAR THE SOUTHEAST CORNER OF THE
 EW4485'CONCRETE FOOTING FOR STREET LIGHT POLE NUMBER 1907918E, 18.6 M (61.0
 EW4485'FT) SOUTHEAST OF THE ROAD, 6.9 M (22.6 FT) SOUTHWEST OF THE CENTER OF
 EW4485'CONTENTO ROAD, 0.4 M (1.3 FT) SOUTHWEST OF A CURB.
 EW4485
 EW4485                          STATION RECOVERY (2004)
 EW4485
 EW4485'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4485'THE LIGHT POLE MENTIONED IN 1994 WAS MISIDENTIFIED.  IT SHOULD BE
 EW4485'1907919E.  THIS POLE IS THE FIRST ONE SOUTHEAST OF THE INTERSECTION OF
 EW4485'CALLE CONTENTO AND MOORPARK ROAD, ON THE SOUTH SIDE OF CALLE CONTENTO.
 EW4485'THE DISK IS AT THE BASE OF THIS POLE, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4488 ***********************************************************************
 EW4488  DESIGNATION -  88 14 RESET
 EW4488  PID         -  EW4488
 EW4488  STATE/COUNTY-  CA/VENTURA
 EW4488  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4488
 EW4488                         *CURRENT SURVEY CONTROL
 EW4488  ___________________________________________________________________
 EW4488* NAD 83(1986)-  34 14 26.     (N)    118 51 44.     (W)     SCALED    
 EW4488* NAVD 88     -       202.295  (meters)     663.70   (feet)  ADJUSTED  
 EW4488  ___________________________________________________________________
 EW4488  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW4488  DYNAMIC HT  -         202.082 (meters)     663.00  (feet)  COMP
 EW4488  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 EW4488
 EW4488  VERT ORDER  -  FIRST     CLASS I
 EW4488
 EW4488.The horizontal coordinates were scaled from a topographic map and have
 EW4488.an estimated accuracy of +/- 6 seconds.
 EW4488
 EW4488.The orthometric height was determined by differential leveling
 EW4488.and adjusted in June 1995.
 EW4488
 EW4488.The geoid height was determined by GEOID03.
 EW4488
 EW4488.The dynamic height is computed by dividing the NAVD 88
 EW4488.geopotential number by the normal gravity value computed on the
 EW4488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4488.degrees latitude (g = 980.6199 gals.).
 EW4488
 EW4488.The modeled gravity was interpolated from observed gravity values.
 EW4488
 EW4488;                    North         East    Units  Estimated Accuracy
 EW4488;SPC CA 5     -   582,490.    1,920,570.      MT  (+/- 180 meters Scaled)
 EW4488
 EW4488                          SUPERSEDED SURVEY CONTROL
 EW4488
 EW4488.No superseded survey control is available for this station.
 EW4488
 EW4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT285903(NAD 83)
 EW4488_MARKER: DB = BENCH MARK DISK
 EW4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4488_SP_SET: STREET SHOULDER
 EW4488_STAMPING: 88-14 RESET 1975
 EW4488_MARK LOGO: CA-111
 EW4488_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4488+STABILITY: SURFACE MOTION
 EW4488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4488+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4488
 EW4488  HISTORY     - Date     Condition        Report By
 EW4488  HISTORY     - 1975     MONUMENTED       CA-111
 EW4488  HISTORY     - 19940630 GOOD             NGS
 EW4488
 EW4488                          STATION DESCRIPTION
 EW4488
 EW4488'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4488'AT THOUSAND OAKS.
 EW4488'SET BRONZE DISK IN CONCRETE ON EASTERLY SIDE OF MOORPARK ROAD AT
 EW4488'ANGLE POINT IN BARBED-WIRE FENCE AT NORTH CORNER OF GATE, NEAR FOOT
 EW4488'OF HILL FOR THE NORTH SIDE OF THE GRADE O5 SOUTHERLY OF SANTA ROSA RD.
 EW4488
 EW4488                          STATION RECOVERY (1994)
 EW4488
 EW4488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4488'7.9 KM (4.90 MI) NORTHERLY ALONG MOORPARK ROAD FROM THE JUNCTION OF
 EW4488'FREEWAY 101 IN THOUSAND OAKS, 8.4 M (27.6 FT) EAST OF THE ROAD
 EW4488'CENTERLINE, 0.5 KM (0.30 MI) NORTHWEST OF THE NORTH POST OF A GATE,
 EW4488'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) WEST OF A
 EW4488'FENCE, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4490 ***********************************************************************
 EW4490  DESIGNATION -  88 15
 EW4490  PID         -  EW4490
 EW4490  STATE/COUNTY-  CA/VENTURA
 EW4490  USGS QUAD   -  THOUSAND OAKS (1981)
 EW4490
 EW4490                         *CURRENT SURVEY CONTROL
 EW4490  ___________________________________________________________________
 EW4490* NAD 83(1986)-  34 14 44.     (N)    118 52 06.     (W)     SCALED    
 EW4490* NAVD 88     -       166.690  (meters)     546.88   (feet)  ADJUSTED  
 EW4490  ___________________________________________________________________
 EW4490  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW4490  DYNAMIC HT  -         166.514 (meters)     546.30  (feet)  COMP
 EW4490  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 EW4490
 EW4490  VERT ORDER  -  FIRST     CLASS I
 EW4490
 EW4490.The horizontal coordinates were scaled from a topographic map and have
 EW4490.an estimated accuracy of +/- 6 seconds.
 EW4490
 EW4490.The orthometric height was determined by differential leveling
 EW4490.and adjusted in June 1995.
 EW4490
 EW4490.The geoid height was determined by GEOID03.
 EW4490
 EW4490.The dynamic height is computed by dividing the NAVD 88
 EW4490.geopotential number by the normal gravity value computed on the
 EW4490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4490.degrees latitude (g = 980.6199 gals.).
 EW4490
 EW4490.The modeled gravity was interpolated from observed gravity values.
 EW4490
 EW4490;                    North         East    Units  Estimated Accuracy
 EW4490;SPC CA 5     -   583,050.    1,920,020.      MT  (+/- 180 meters Scaled)
 EW4490
 EW4490                          SUPERSEDED SURVEY CONTROL
 EW4490
 EW4490.No superseded survey control is available for this station.
 EW4490
 EW4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT279909(NAD 83)
 EW4490_MARKER: DD = SURVEY DISK
 EW4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4490_SP_SET: STREET
 EW4490_MARK LOGO: CA-111
 EW4490_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4490+STABILITY: SURFACE MOTION
 EW4490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4490+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4490
 EW4490  HISTORY     - Date     Condition        Report By
 EW4490  HISTORY     - 1975     MONUMENTED       CA-111
 EW4490  HISTORY     - 19940630 GOOD             NGS
 EW4490
 EW4490                          STATION DESCRIPTION
 EW4490
 EW4490'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4490'AT THOUSAND OAKS.
 EW4490'AT THE INTERSECTION OF MOORPARK ROAD WITH SANTA ROSA ROAD AND BEING
 EW4490'A POINT OF INTERSECTION FOR MOORPARK ROAD, A MONUMENT IN WELL AT
 EW4490'STATION 267+4614 BEING BM 88-15.
 EW4490
 EW4490                          STATION RECOVERY (1994)
 EW4490
 EW4490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4490'8.9 KM (5.55 MI) NORTHERLY ALONG MOORPARK ROAD FROM THE JUNCTION OF
 EW4490'FREEWAY 101 IN THOUSAND OAKS, 4.8 M (15.7 FT) WEST OF THE CENTERLINE
 EW4490'OF MOORPARK ROAD, 1.0 M (3.3 FT) SOUTH OF THE CENTERLINE OF SANTA ROSA
 EW4490'ROAD, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL OF
 EW4490'THE ROADS.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A METAL COVER CAST
 EW4490'MONUMENT.  THE DISK IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3341 ***********************************************************************
 AA3341  DESIGNATION -  88 3 RESET
 AA3341  PID         -  AA3341
 AA3341  STATE/COUNTY-  CA/VENTURA
 AA3341  USGS QUAD   -  NEWBURY PARK (1967)
 AA3341
 AA3341                         *CURRENT SURVEY CONTROL
 AA3341  ___________________________________________________________________
 AA3341* NAD 83(1986)-  34 11 10.     (N)    118 53 32.     (W)     SCALED    
 AA3341* NAVD 88     -       198.487  (meters)     651.20   (feet)  ADJUSTED  
 AA3341  ___________________________________________________________________
 AA3341  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AA3341  DYNAMIC HT  -         198.282 (meters)     650.53  (feet)  COMP
 AA3341  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 AA3341
 AA3341  VERT ORDER  -  FIRST     CLASS II
 AA3341
 AA3341.The horizontal coordinates were scaled from a topographic map and have
 AA3341.an estimated accuracy of +/- 6 seconds.
 AA3341
 AA3341.The orthometric height was determined by differential leveling
 AA3341.and adjusted in June 1995.
 AA3341
 AA3341.The geoid height was determined by GEOID03.
 AA3341
 AA3341.The dynamic height is computed by dividing the NAVD 88
 AA3341.geopotential number by the normal gravity value computed on the
 AA3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3341.degrees latitude (g = 980.6199 gals.).
 AA3341
 AA3341.The modeled gravity was interpolated from observed gravity values.
 AA3341
 AA3341;                    North         East    Units  Estimated Accuracy
 AA3341;SPC CA 5     -   576,470.    1,917,760.      MT  (+/- 180 meters Scaled)
 AA3341
 AA3341                          SUPERSEDED SURVEY CONTROL
 AA3341
 AA3341.No superseded survey control is available for this station.
 AA3341
 AA3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT256844(NAD 83)
 AA3341_MARKER: DD = SURVEY DISK
 AA3341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA3341_SP_SET: CURB
 AA3341_STAMPING: RESET 1991
 AA3341_MARK LOGO: CADT  
 AA3341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3341+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1994
 AA3341
 AA3341  HISTORY     - Date     Condition        Report By
 AA3341  HISTORY     - 1991     MONUMENTED       CADT
 AA3341  HISTORY     - 19940726 GOOD             NGS
 AA3341
 AA3341                          STATION DESCRIPTION
 AA3341
 AA3341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3341'IN THOUSAND OAKS, AT THE INTERSECTION OF LYNN ROAD AND HILLCREST
 AA3341'DRIVE, IN THE SOUTHEAST CONCRETE CURB OF THE MEDIAN OF THE ROAD, 21.3
 AA3341'M (69.9 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION, 6.8 M (22.3
 AA3341'FT) SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, 0.7 M
 AA3341'(2.3 FT) SOUTHEAST OF A SIGN POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 AA3341'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4543 ***********************************************************************
 EW4543  DESIGNATION -  88 4
 EW4543  PID         -  EW4543
 EW4543  STATE/COUNTY-  CA/VENTURA
 EW4543  USGS QUAD   -  NEWBURY PARK (1967)
 EW4543
 EW4543                         *CURRENT SURVEY CONTROL
 EW4543  ___________________________________________________________________
 EW4543* NAD 83(1986)-  34 11 34.     (N)    118 53 37.     (W)     SCALED    
 EW4543* NAVD 88     -       218.374  (meters)     716.45   (feet)  ADJUSTED  
 EW4543  ___________________________________________________________________
 EW4543  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 EW4543  DYNAMIC HT  -         218.149 (meters)     715.71  (feet)  COMP
 EW4543  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 EW4543
 EW4543  VERT ORDER  -  FIRST     CLASS I
 EW4543
 EW4543.The horizontal coordinates were scaled from a topographic map and have
 EW4543.an estimated accuracy of +/- 6 seconds.
 EW4543
 EW4543.The orthometric height was determined by differential leveling
 EW4543.and adjusted in June 1995.
 EW4543
 EW4543.The geoid height was determined by GEOID03.
 EW4543
 EW4543.The dynamic height is computed by dividing the NAVD 88
 EW4543.geopotential number by the normal gravity value computed on the
 EW4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4543.degrees latitude (g = 980.6199 gals.).
 EW4543
 EW4543.The modeled gravity was interpolated from observed gravity values.
 EW4543
 EW4543;                    North         East    Units  Estimated Accuracy
 EW4543;SPC CA 5     -   577,210.    1,917,640.      MT  (+/- 180 meters Scaled)
 EW4543
 EW4543                          SUPERSEDED SURVEY CONTROL
 EW4543
 EW4543.No superseded survey control is available for this station.
 EW4543
 EW4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT255851(NAD 83)
 EW4543_MARKER: DD = SURVEY DISK
 EW4543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4543_SP_SET: STREET
 EW4543_STAMPING: 88-4 1975
 EW4543_MARK LOGO: CA-111
 EW4543_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4543+STABILITY: SURFACE MOTION
 EW4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4543+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4543
 EW4543  HISTORY     - Date     Condition        Report By
 EW4543  HISTORY     - 1975     MONUMENTED       CA-111
 EW4543  HISTORY     - 19940630 GOOD             NGS
 EW4543
 EW4543                          STATION DESCRIPTION
 EW4543
 EW4543'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4543'AT THOUSAND OAKS.
 EW4543'A BRASS DISK IN WELL 0.5 MILE NORTHERLY ALONG LYNN ROAD FROM THE IN-
 EW4543'TERSECTION WITH HILLCREST TO THE INTERSECTION WITH GAINSBROUGH ROAD
 EW4543'AND 68 DEGREE EASTERLY ALONG THE CENTERLINE OF GAINSBROUGH ROAD,
 EW4543'STAMPED 88-4 1975.
 EW4543
 EW4543                          STATION RECOVERY (1994)
 EW4543
 EW4543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4543'IN THOUSAND OAKS, AT THE INTERSECTION OF GAINSBROUGH AND LYNN ROADS,
 EW4543'14.8 M (48.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 EW4543'LYNN ROAD, 0.6 M (2.0 FT) NORTH OF THE CENTERLINE OF GAINSBROUGH ROAD,
 EW4543'AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 EW4543'ROADS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL
 EW4543'COVER CAST VENTURA COUNTY SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4544 ***********************************************************************
 EW4544  DESIGNATION -  88 5
 EW4544  PID         -  EW4544
 EW4544  STATE/COUNTY-  CA/VENTURA
 EW4544  USGS QUAD   -  NEWBURY PARK (1967)
 EW4544
 EW4544                         *CURRENT SURVEY CONTROL
 EW4544  ___________________________________________________________________
 EW4544* NAD 83(1986)-  34 11 56.     (N)    118 53 24.     (W)     SCALED    
 EW4544* NAVD 88     -       233.809  (meters)     767.09   (feet)  ADJUSTED  
 EW4544  ___________________________________________________________________
 EW4544  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW4544  DYNAMIC HT  -         233.567 (meters)     766.29  (feet)  COMP
 EW4544  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 EW4544
 EW4544  VERT ORDER  -  FIRST     CLASS I
 EW4544
 EW4544.The horizontal coordinates were scaled from a topographic map and have
 EW4544.an estimated accuracy of +/- 6 seconds.
 EW4544
 EW4544.The orthometric height was determined by differential leveling
 EW4544.and adjusted in June 1995.
 EW4544
 EW4544.The geoid height was determined by GEOID03.
 EW4544
 EW4544.The dynamic height is computed by dividing the NAVD 88
 EW4544.geopotential number by the normal gravity value computed on the
 EW4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4544.degrees latitude (g = 980.6199 gals.).
 EW4544
 EW4544.The modeled gravity was interpolated from observed gravity values.
 EW4544
 EW4544;                    North         East    Units  Estimated Accuracy
 EW4544;SPC CA 5     -   577,890.    1,917,970.      MT  (+/- 180 meters Scaled)
 EW4544
 EW4544                          SUPERSEDED SURVEY CONTROL
 EW4544
 EW4544.No superseded survey control is available for this station.
 EW4544
 EW4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT258858(NAD 83)
 EW4544_MARKER: DD = SURVEY DISK
 EW4544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4544_SP_SET: STREET
 EW4544_STAMPING: 88-5 1975
 EW4544_MARK LOGO: CA-111
 EW4544_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4544+STABILITY: SURFACE MOTION
 EW4544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4544+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4544
 EW4544  HISTORY     - Date     Condition        Report By
 EW4544  HISTORY     - 1975     MONUMENTED       CA-111
 EW4544  HISTORY     - 19940630 GOOD             NGS
 EW4544
 EW4544                          STATION DESCRIPTION
 EW4544
 EW4544'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4544'AT THOUSAND OAKS.
 EW4544'A BRASS DISK IN WELL 1.0 MILES NORTHERLY ALONG LYNN ROAD FROM THE
 EW4544'INTERSECTION WITH HILLCREST DRIVE TO THE INTERSECTION WITH CAMINO
 EW4544'MANZANAS BENCH MARK PAINT OF INTERSECTION, STAMPD 88-5 1975.
 EW4544
 EW4544                          STATION RECOVERY (1994)
 EW4544
 EW4544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4544'IN THOUSAND OAKS, AT THE INTERSECTION OF LYNN AND CAMINO MANZANAS
 EW4544'ROADS, 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 EW4544'OF LYNN ROAD, 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 EW4544'LANES OF LYNN ROAD, ON THE CENTERLINE OF CAMINO MANZANAS ROAD, AND THE
 EW4544'MONUMENT IS RECESSED 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROADS.
 EW4544'NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST
 EW4544'VENTURA COUNTY SURVEYORS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4545 ***********************************************************************
 EW4545  DESIGNATION -  88 6
 EW4545  PID         -  EW4545
 EW4545  STATE/COUNTY-  CA/VENTURA
 EW4545  USGS QUAD   -  NEWBURY PARK (1967)
 EW4545
 EW4545                         *CURRENT SURVEY CONTROL
 EW4545  ___________________________________________________________________
 EW4545* NAD 83(1986)-  34 12 20.     (N)    118 53 09.     (W)     SCALED    
 EW4545* NAVD 88     -       224.156  (meters)     735.42   (feet)  ADJUSTED  
 EW4545  ___________________________________________________________________
 EW4545  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EW4545  DYNAMIC HT  -         223.924 (meters)     734.66  (feet)  COMP
 EW4545  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 EW4545
 EW4545  VERT ORDER  -  FIRST     CLASS I
 EW4545
 EW4545.The horizontal coordinates were scaled from a topographic map and have
 EW4545.an estimated accuracy of +/- 6 seconds.
 EW4545
 EW4545.The orthometric height was determined by differential leveling
 EW4545.and adjusted in June 1995.
 EW4545
 EW4545.The geoid height was determined by GEOID03.
 EW4545
 EW4545.The dynamic height is computed by dividing the NAVD 88
 EW4545.geopotential number by the normal gravity value computed on the
 EW4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4545.degrees latitude (g = 980.6199 gals.).
 EW4545
 EW4545.The modeled gravity was interpolated from observed gravity values.
 EW4545
 EW4545;                    North         East    Units  Estimated Accuracy
 EW4545;SPC CA 5     -   578,620.    1,918,360.      MT  (+/- 180 meters Scaled)
 EW4545
 EW4545                          SUPERSEDED SURVEY CONTROL
 EW4545
 EW4545.No superseded survey control is available for this station.
 EW4545
 EW4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT262865(NAD 83)
 EW4545_MARKER: DD = SURVEY DISK
 EW4545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4545_SP_SET: CATCH BASIN
 EW4545_STAMPING: 88-6 1973
 EW4545_MARK LOGO: CA-111
 EW4545_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4545+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 EW4545
 EW4545  HISTORY     - Date     Condition        Report By
 EW4545  HISTORY     - 1975     MONUMENTED       CA-111
 EW4545  HISTORY     - 19940630 GOOD             NGS
 EW4545  HISTORY     - 20040312 GOOD             GEOCAC
 EW4545
 EW4545                          STATION DESCRIPTION
 EW4545
 EW4545'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4545'AT THOUSAND OAKS.
 EW4545'A DISK SET IN CONCRETE CURB AT THE WESTERLY SIDE OF DROP INLET STRUC-
 EW4545'TURE, 1.6 MILES ALONG LYNN ROAD FROM THE INTERSECTION WITH HILLCREST
 EW4545'DRIVE TO THE INTERSECTION WITH JANSS ROAD EASTERLY ALONG JANSS ROAD
 EW4545'54 DEGREE AND SOUTHERLY 34 DEGREES TO BENCH MARK 88-6.
 EW4545
 EW4545                          STATION RECOVERY (1994)
 EW4545
 EW4545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4545'IN THOUSAND OAKS, AT THE INTERSECTION OF JANNS AND LYNN ROADS, NEAR
 EW4545'THE CENTER OF THE NORTHWEST CONCRETE WALL OF A CATCH BASIN, 12.4 M
 EW4545'(40.7 FT) SOUTHEAST OF A CENTERLINE OF THE NORTHBOUND LANES OF LYNN
 EW4545'ROAD, 5.1 M (16.7 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 EW4545'LANES OF JANNS ROAD, 1.5 M (4.9 FT) EAST OF A SIGNAL LIGHT POLE, AND
 EW4545'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROADS.
 EW4545
 EW4545                          STATION RECOVERY (2004)
 EW4545
 EW4545'RECOVERY NOTE BY GEOCACHING 2004 (JBC)
 EW4545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4548 ***********************************************************************
 EW4548  DESIGNATION -  88 9
 EW4548  PID         -  EW4548
 EW4548  STATE/COUNTY-  CA/VENTURA
 EW4548  USGS QUAD   -  NEWBURY PARK (1967)
 EW4548
 EW4548                         *CURRENT SURVEY CONTROL
 EW4548  ___________________________________________________________________
 EW4548* NAD 83(1986)-  34 13 05.     (N)    118 52 39.     (W)     SCALED    
 EW4548* NAVD 88     -       236.981  (meters)     777.50   (feet)  ADJUSTED  
 EW4548  ___________________________________________________________________
 EW4548  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 EW4548  DYNAMIC HT  -         236.733 (meters)     776.68  (feet)  COMP
 EW4548  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 EW4548
 EW4548  VERT ORDER  -  FIRST     CLASS I
 EW4548
 EW4548.The horizontal coordinates were scaled from a topographic map and have
 EW4548.an estimated accuracy of +/- 6 seconds.
 EW4548
 EW4548.The orthometric height was determined by differential leveling
 EW4548.and adjusted in June 1995.
 EW4548
 EW4548.The geoid height was determined by GEOID03.
 EW4548
 EW4548.The dynamic height is computed by dividing the NAVD 88
 EW4548.geopotential number by the normal gravity value computed on the
 EW4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4548.degrees latitude (g = 980.6199 gals.).
 EW4548
 EW4548.The modeled gravity was interpolated from observed gravity values.
 EW4548
 EW4548;                    North         East    Units  Estimated Accuracy
 EW4548;SPC CA 5     -   580,000.    1,919,140.      MT  (+/- 180 meters Scaled)
 EW4548
 EW4548                          SUPERSEDED SURVEY CONTROL
 EW4548
 EW4548.No superseded survey control is available for this station.
 EW4548
 EW4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT270879(NAD 83)
 EW4548_MARKER: DD = SURVEY DISK
 EW4548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4548_SP_SET: RETAINING WALL
 EW4548_STAMPING: 88-9 1973
 EW4548_MARK LOGO: CA-111
 EW4548_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4548+STABILITY: SURFACE MOTION
 EW4548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4548+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 EW4548
 EW4548  HISTORY     - Date     Condition        Report By
 EW4548  HISTORY     - 1975     MONUMENTED       CA-111
 EW4548  HISTORY     - 19940630 GOOD             NGS
 EW4548
 EW4548                          STATION DESCRIPTION
 EW4548
 EW4548'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1975
 EW4548'AT THOUSAND OAKS.
 EW4548'A BRONZE DISK SET IN CONCRETE BOX FOR WATER BEHIND NORTHERLY CURB
 EW4548'AVENIDA DEL LOS ARBOLES, 0.6 MILES WESTERLY OF MOORPARK RD., 32 DEGREE
 EW4548'NORTHERLY OD CENTER OF AVENIDA DE LOS ARBOLES.
 EW4548
 EW4548                          STATION RECOVERY (1994)
 EW4548
 EW4548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4548'IN THOUSAND OAKS, AT THE INTERSECTION OF AVENIDA DE LOS ARBOLS AND
 EW4548'ATLAS AVENUE, NEAR THE CENTER OF THE SOUTH RETAINING WALL OF A WATER
 EW4548'METER PIT, 117.0 M (383.9 FT) WEST OF THE EXTENDED CENTER OF ATLAS
 EW4548'AVENUE, 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 EW4548'OF AVENIDA DE LOS ARBOLS, 3.4 M (11.2 FT) SOUTH OF A WATER CONTROL
 EW4548'VALVE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF AVENIDA DE LOS ARBOLS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9216 ***********************************************************************
 JT9216  DESIGNATION -  88 A 1
 JT9216  PID         -  JT9216
 JT9216  STATE/COUNTY-  CA/NAPA
 JT9216  USGS QUAD   -  NAPA (1980)
 JT9216
 JT9216                         *CURRENT SURVEY CONTROL
 JT9216  ___________________________________________________________________
 JT9216* NAD 83(1986)-  38 19 00.     (N)    122 19 40.     (W)     SCALED    
 JT9216* NAVD 88     -        36.05   (+/-2cm)     118.3    (feet)  VERTCON   
 JT9216  ___________________________________________________________________
 JT9216  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT9216  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9216
 JT9216.The horizontal coordinates were scaled from a topographic map and have
 JT9216.an estimated accuracy of +/- 6 seconds.
 JT9216
 JT9216.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9216.The vertical order pertains to the NGVD 29 superseded value.
 JT9216
 JT9216.The geoid height was determined by GEOID03.
 JT9216
 JT9216;                    North         East    Units  Estimated Accuracy
 JT9216;SPC CA 2     -   572,210.    1,971,340.      MT  (+/- 180 meters Scaled)
 JT9216
 JT9216                          SUPERSEDED SURVEY CONTROL
 JT9216
 JT9216  NGVD 29 (??/??/92)   35.25   (m)          115.6    (f) COMPUTED    2 2
 JT9216
 JT9216.Superseded values are not recommended for survey control.
 JT9216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9216.See file dsdata.txt to determine how the superseded data were derived.
 JT9216
 JT9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH587411(NAD 83)
 JT9216_MARKER: Z = SEE DESCRIPTION
 JT9216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9216_SP_SET: WELL MONUMENT
 JT9216_MARK LOGO: CA2330
 JT9216_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9216
 JT9216  HISTORY     - Date     Condition        Report By
 JT9216  HISTORY     - 1971     MONUMENTED       CA2330
 JT9216
 JT9216                          STATION DESCRIPTION
 JT9216
 JT9216'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9216'AT INTERSECTION OF WEST PUEBLO AND BASSWOOD COURT, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9217 ***********************************************************************
 JT9217  DESIGNATION -  88 B
 JT9217  PID         -  JT9217
 JT9217  STATE/COUNTY-  CA/NAPA
 JT9217  USGS QUAD   -  NAPA (1980)
 JT9217
 JT9217                         *CURRENT SURVEY CONTROL
 JT9217  ___________________________________________________________________
 JT9217* NAD 83(1986)-  38 19 00.     (N)    122 19 34.     (W)     SCALED    
 JT9217* NAVD 88     -        34.37   (+/-2cm)     112.8    (feet)  VERTCON   
 JT9217  ___________________________________________________________________
 JT9217  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JT9217  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9217
 JT9217.The horizontal coordinates were scaled from a topographic map and have
 JT9217.an estimated accuracy of +/- 6 seconds.
 JT9217
 JT9217.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9217.The vertical order pertains to the NGVD 29 superseded value.
 JT9217
 JT9217.The geoid height was determined by GEOID03.
 JT9217
 JT9217;                    North         East    Units  Estimated Accuracy
 JT9217;SPC CA 2     -   572,210.    1,971,480.      MT  (+/- 180 meters Scaled)
 JT9217
 JT9217                          SUPERSEDED SURVEY CONTROL
 JT9217
 JT9217  NGVD 29 (??/??/92)   33.57   (m)          110.1    (f) COMPUTED    2 2
 JT9217
 JT9217.Superseded values are not recommended for survey control.
 JT9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9217.See file dsdata.txt to determine how the superseded data were derived.
 JT9217
 JT9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH589411(NAD 83)
 JT9217_MARKER: Z = SEE DESCRIPTION
 JT9217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9217_SP_SET: WELL MONUMENT
 JT9217_MARK LOGO: CA2330
 JT9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9217
 JT9217  HISTORY     - Date     Condition        Report By
 JT9217  HISTORY     - 1971     MONUMENTED       CA2330
 JT9217
 JT9217                          STATION DESCRIPTION
 JT9217
 JT9217'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9217'AT INTERSECTION OF WEST PUEBLO AND APPLEWOOD COURT, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9218 ***********************************************************************
 JT9218  DESIGNATION -  88 C
 JT9218  PID         -  JT9218
 JT9218  STATE/COUNTY-  CA/NAPA
 JT9218  USGS QUAD   -  NAPA (1980)
 JT9218
 JT9218                         *CURRENT SURVEY CONTROL
 JT9218  ___________________________________________________________________
 JT9218* NAD 83(1986)-  38 18 54.     (N)    122 19 28.     (W)     SCALED    
 JT9218* NAVD 88     -        33.77   (+/-2cm)     110.8    (feet)  VERTCON   
 JT9218  ___________________________________________________________________
 JT9218  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT9218  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9218
 JT9218.The horizontal coordinates were scaled from a topographic map and have
 JT9218.an estimated accuracy of +/- 6 seconds.
 JT9218
 JT9218.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9218.The vertical order pertains to the NGVD 29 superseded value.
 JT9218
 JT9218.The geoid height was determined by GEOID03.
 JT9218
 JT9218;                    North         East    Units  Estimated Accuracy
 JT9218;SPC CA 2     -   572,020.    1,971,630.      MT  (+/- 180 meters Scaled)
 JT9218
 JT9218                          SUPERSEDED SURVEY CONTROL
 JT9218
 JT9218  NGVD 29 (??/??/92)   32.97   (m)          108.2    (f) COMPUTED    2 2
 JT9218
 JT9218.Superseded values are not recommended for survey control.
 JT9218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9218.See file dsdata.txt to determine how the superseded data were derived.
 JT9218
 JT9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590409(NAD 83)
 JT9218_MARKER: Z = SEE DESCRIPTION
 JT9218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9218_SP_SET: WELL MONUMENT
 JT9218_MARK LOGO: CA2330
 JT9218_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9218
 JT9218  HISTORY     - Date     Condition        Report By
 JT9218  HISTORY     - 1971     MONUMENTED       CA2330
 JT9218
 JT9218                          STATION DESCRIPTION
 JT9218
 JT9218'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9218'ALONG WEST PUEBLO, PL 50 FT (15.2 M) SOUTH OF WOODCREST DRIVE, A WELL
 JT9218'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9219 ***********************************************************************
 JT9219  DESIGNATION -  88 D
 JT9219  PID         -  JT9219
 JT9219  STATE/COUNTY-  CA/NAPA
 JT9219  USGS QUAD   -  NAPA (1980)
 JT9219
 JT9219                         *CURRENT SURVEY CONTROL
 JT9219  ___________________________________________________________________
 JT9219* NAD 83(1986)-  38 18 54.     (N)    122 19 28.     (W)     SCALED    
 JT9219* NAVD 88     -        33.83   (+/-2cm)     111.0    (feet)  VERTCON   
 JT9219  ___________________________________________________________________
 JT9219  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JT9219  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9219
 JT9219.The horizontal coordinates were scaled from a topographic map and have
 JT9219.an estimated accuracy of +/- 6 seconds.
 JT9219
 JT9219.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9219.The vertical order pertains to the NGVD 29 superseded value.
 JT9219
 JT9219.The geoid height was determined by GEOID03.
 JT9219
 JT9219;                    North         East    Units  Estimated Accuracy
 JT9219;SPC CA 2     -   572,020.    1,971,630.      MT  (+/- 180 meters Scaled)
 JT9219
 JT9219                          SUPERSEDED SURVEY CONTROL
 JT9219
 JT9219  NGVD 29 (??/??/92)   33.04   (m)          108.4    (f) COMPUTED    2 2
 JT9219
 JT9219.Superseded values are not recommended for survey control.
 JT9219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9219.See file dsdata.txt to determine how the superseded data were derived.
 JT9219
 JT9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH590409(NAD 83)
 JT9219_MARKER: Z = SEE DESCRIPTION
 JT9219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9219_SP_SET: WELL MONUMENT
 JT9219_MARK LOGO: CA2330
 JT9219_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9219
 JT9219  HISTORY     - Date     Condition        Report By
 JT9219  HISTORY     - 1971     MONUMENTED       CA2330
 JT9219
 JT9219                          STATION DESCRIPTION
 JT9219
 JT9219'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9219'ALONG WEST PUEBLO, 130 FT (39.6 M) SOUTH OF ALDERWOOD COURT, A WELL
 JT9219'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9220 ***********************************************************************
 JT9220  DESIGNATION -  88 E 1
 JT9220  PID         -  JT9220
 JT9220  STATE/COUNTY-  CA/NAPA
 JT9220  USGS QUAD   -  NAPA (1980)
 JT9220
 JT9220                         *CURRENT SURVEY CONTROL
 JT9220  ___________________________________________________________________
 JT9220* NAD 83(1986)-  38 18 48.     (N)    122 19 22.     (W)     SCALED    
 JT9220* NAVD 88     -        32.77   (+/-2cm)     107.5    (feet)  VERTCON   
 JT9220  ___________________________________________________________________
 JT9220  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JT9220  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9220
 JT9220.The horizontal coordinates were scaled from a topographic map and have
 JT9220.an estimated accuracy of +/- 6 seconds.
 JT9220
 JT9220.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9220.The vertical order pertains to the NGVD 29 superseded value.
 JT9220
 JT9220.The geoid height was determined by GEOID03.
 JT9220
 JT9220;                    North         East    Units  Estimated Accuracy
 JT9220;SPC CA 2     -   571,840.    1,971,770.      MT  (+/- 180 meters Scaled)
 JT9220
 JT9220                          SUPERSEDED SURVEY CONTROL
 JT9220
 JT9220  NGVD 29 (??/??/92)   31.98   (m)          104.9    (f) COMPUTED    2 2
 JT9220
 JT9220.Superseded values are not recommended for survey control.
 JT9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9220.See file dsdata.txt to determine how the superseded data were derived.
 JT9220
 JT9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH592407(NAD 83)
 JT9220_MARKER: Z = SEE DESCRIPTION
 JT9220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9220_SP_SET: WELL MONUMENT
 JT9220_MARK LOGO: CA2330
 JT9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9220
 JT9220  HISTORY     - Date     Condition        Report By
 JT9220  HISTORY     - 1971     MONUMENTED       CA2330
 JT9220
 JT9220                          STATION DESCRIPTION
 JT9220
 JT9220'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9220'AT INTERSECTION OF WEST PUEBLO AVENUE AND PINEWOOD DRIVE, A WELL
 JT9220'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9221 ***********************************************************************
 JT9221  DESIGNATION -  88 F 1
 JT9221  PID         -  JT9221
 JT9221  STATE/COUNTY-  CA/NAPA
 JT9221  USGS QUAD   -  NAPA (1980)
 JT9221
 JT9221                         *CURRENT SURVEY CONTROL
 JT9221  ___________________________________________________________________
 JT9221* NAD 83(1986)-  38 18 42.     (N)    122 19 16.     (W)     SCALED    
 JT9221* NAVD 88     -        29.99   (+/-2cm)      98.4    (feet)  VERTCON   
 JT9221  ___________________________________________________________________
 JT9221  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9221  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9221
 JT9221.The horizontal coordinates were scaled from a topographic map and have
 JT9221.an estimated accuracy of +/- 6 seconds.
 JT9221
 JT9221.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9221.The vertical order pertains to the NGVD 29 superseded value.
 JT9221
 JT9221.The geoid height was determined by GEOID03.
 JT9221
 JT9221;                    North         East    Units  Estimated Accuracy
 JT9221;SPC CA 2     -   571,650.    1,971,920.      MT  (+/- 180 meters Scaled)
 JT9221
 JT9221                          SUPERSEDED SURVEY CONTROL
 JT9221
 JT9221  NGVD 29 (??/??/92)   29.19   (m)           95.8    (f) COMPUTED    2 2
 JT9221
 JT9221.Superseded values are not recommended for survey control.
 JT9221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9221.See file dsdata.txt to determine how the superseded data were derived.
 JT9221
 JT9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593406(NAD 83)
 JT9221_MARKER: Z = SEE DESCRIPTION
 JT9221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9221_SP_SET: WELL MONUMENT
 JT9221_MARK LOGO: CA2330
 JT9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9221
 JT9221  HISTORY     - Date     Condition        Report By
 JT9221  HISTORY     - 1971     MONUMENTED       CA2330
 JT9221
 JT9221                          STATION DESCRIPTION
 JT9221
 JT9221'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9221'AT INTERSECTION OF WEST PUEBLO AND DONNA AVENUES, A WELL MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT9222 ***********************************************************************
 JT9222  DESIGNATION -  88 F 2
 JT9222  PID         -  JT9222
 JT9222  STATE/COUNTY-  CA/NAPA
 JT9222  USGS QUAD   -  NAPA (1980)
 JT9222
 JT9222                         *CURRENT SURVEY CONTROL
 JT9222  ___________________________________________________________________
 JT9222* NAD 83(1986)-  38 18 42.     (N)    122 19 16.     (W)     SCALED    
 JT9222* NAVD 88     -        30.93   (+/-2cm)     101.5    (feet)  VERTCON   
 JT9222  ___________________________________________________________________
 JT9222  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JT9222  VERT ORDER  -  SECOND    CLASS II (See Below)
 JT9222
 JT9222.The horizontal coordinates were scaled from a topographic map and have
 JT9222.an estimated accuracy of +/- 6 seconds.
 JT9222
 JT9222.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT9222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT9222.The vertical order pertains to the NGVD 29 superseded value.
 JT9222
 JT9222.The geoid height was determined by GEOID03.
 JT9222
 JT9222;                    North         East    Units  Estimated Accuracy
 JT9222;SPC CA 2     -   571,650.    1,971,920.      MT  (+/- 180 meters Scaled)
 JT9222
 JT9222                          SUPERSEDED SURVEY CONTROL
 JT9222
 JT9222  NGVD 29 (??/??/92)   30.14   (m)           98.9    (f) COMPUTED    2 2
 JT9222
 JT9222.Superseded values are not recommended for survey control.
 JT9222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT9222.See file dsdata.txt to determine how the superseded data were derived.
 JT9222
 JT9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH593406(NAD 83)
 JT9222_MARKER: Z = SEE DESCRIPTION
 JT9222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT9222_SP_SET: WELL MONUMENT
 JT9222_MARK LOGO: CA2330
 JT9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 JT9222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT9222
 JT9222  HISTORY     - Date     Condition        Report By
 JT9222  HISTORY     - 1971     MONUMENTED       CA2330
 JT9222
 JT9222                          STATION DESCRIPTION
 JT9222
 JT9222'DESCRIBED BY CITY OF NAPA CALIFORNIA 1971
 JT9222'AT INTERSECTION OF WEST PUEBLO AVENUE AND ROLLINGWOOD DRIVE, A WELL
 JT9222'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9036 ***********************************************************************
 EW9036  DESIGNATION -  88 FMK
 EW9036  PID         -  EW9036
 EW9036  STATE/COUNTY-  CA/LOS ANGELES
 EW9036  USGS QUAD   -  TOPANGA (1991)
 EW9036
 EW9036                         *CURRENT SURVEY CONTROL
 EW9036  ___________________________________________________________________
 EW9036* NAD 83(1986)-  34 06 05.     (N)    118 35 33.     (W)     SCALED    
 EW9036* NAVD 88     -       264.499  (meters)     867.78   (feet)  ADJUSTED  
 EW9036  ___________________________________________________________________
 EW9036  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EW9036  DYNAMIC HT  -         264.219 (meters)     866.86  (feet)  COMP
 EW9036  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 EW9036
 EW9036  VERT ORDER  -  FIRST     CLASS I
 EW9036
 EW9036.The horizontal coordinates were scaled from a topographic map and have
 EW9036.an estimated accuracy of +/- 6 seconds.
 EW9036
 EW9036.The orthometric height was determined by differential leveling
 EW9036.and adjusted in June 1995.
 EW9036
 EW9036.The geoid height was determined by GEOID03.
 EW9036
 EW9036.The dynamic height is computed by dividing the NAVD 88
 EW9036.geopotential number by the normal gravity value computed on the
 EW9036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9036.degrees latitude (g = 980.6199 gals.).
 EW9036
 EW9036.The modeled gravity was interpolated from observed gravity values.
 EW9036
 EW9036;                    North         East    Units  Estimated Accuracy
 EW9036;SPC CA 5     -   566,870.    1,945,330.      MT  (+/- 180 meters Scaled)
 EW9036
 EW9036                          SUPERSEDED SURVEY CONTROL
 EW9036
 EW9036  NAVD 88 (02/01/93)  264.507  (m)          867.80   (f) UNKNOWN     1 1
 EW9036  NGVD 29 (??/??/92)  263.725  (m)          865.24   (f) ADJ UNCH    1 1
 EW9036
 EW9036.Superseded values are not recommended for survey control.
 EW9036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9036.See file dsdata.txt to determine how the superseded data were derived.
 EW9036
 EW9036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT531745(NAD 83)
 EW9036_MARKER: DD = SURVEY DISK
 EW9036_SETTING: 66 = SET IN ROCK OUTCROP
 EW9036_SP_SET: SANDSTONE ROCK
 EW9036_STAMPING: 88 FMK 1974
 EW9036_MARK LOGO: USGS  
 EW9036_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EW9036+STABILITY: POSITION/ELEVATION WELL
 EW9036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9036+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW9036
 EW9036  HISTORY     - Date     Condition        Report By
 EW9036  HISTORY     - 1974     MONUMENTED       USGS
 EW9036  HISTORY     - 1974     GOOD             CA-037
 EW9036  HISTORY     - 1978     GOOD             NGS
 EW9036  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW9036  HISTORY     - 19940614 GOOD             NGS
 EW9036
 EW9036                          STATION DESCRIPTION
 EW9036
 EW9036'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9036'1.3 MI N FROM TOPANGA.
 EW9036'TOPANGA CANYON BOULEVARD AND FONTAINE ROAD, ABOUT 180 FEET WESTERLY
 EW9036'AND 26.0 FEET SOUTHERLY OF APPROXIMATE CENTERLINE INTERSECTION.  1.3
 EW9036'MILES NORTHERLY FROM TOPANGA POST OFFICE.  37.5 FEET WESTERLY OF POWER
 EW9036'POLE NO. FC 104.  THE DISK IS SET IN A LARGE SANDSTONE ROCK ABOUT 2
 EW9036'FEET ABOVE THE ROAD.
 EW9036
 EW9036                          STATION RECOVERY (1978)
 EW9036
 EW9036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9036'1.35 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE
 EW9036'AT TOPANGA, 0.05 MILE NORTH OF THE JUNCTION OF ROBINSON ROAD, ABOUT
 EW9036'200 FT. SOUTHWEST OF MILE POST 5.70, IN A LEDGE OF A ROCK OUTCROP, 150
 EW9036'FT. NORTHEAST OF POWER  POLE T-1912-A, 37 FT. SOUTHWEST OF POWER POLE
 EW9036'T-912, 26.0 FT. SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD.
 EW9036
 EW9036                          STATION RECOVERY (1989)
 EW9036
 EW9036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9036'MARK NOT FOUND.
 EW9036
 EW9036                          STATION RECOVERY (1994)
 EW9036
 EW9036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9036'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW9036'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, NEAR THE CENTER OF A 7 BY
 EW9036'7-FOOT EXPOSED AREA OF BEDROCK, 107.2 M (351.7 FT) NORTHEAST OF THE
 EW9036'CENTERLINE OF ROBINSON ROAD, 51.6 M (169.3 FT) SOUTHWEST OF THE CENTER
 EW9036'OF FONTAINE ROAD LEADING TO HOUSE NUMBER 20979, 11.5 M (37.7 FT)
 EW9036'SOUTHWEST OF A UTILITY POLE WITH 5 GUY CABLES ATTACHED, 8.3 M (27.2
 EW9036'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) ABOVE THE
 EW9036'LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF BENCH MARK L 1452,
 EW9036'AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5401 ***********************************************************************
 EW5401  DESIGNATION -  88 FMK USGS
 EW5401  PID         -  EW5401
 EW5401  STATE/COUNTY-  CA/VENTURA
 EW5401  USGS QUAD   -  MATILIJA (1988)
 EW5401
 EW5401                         *CURRENT SURVEY CONTROL
 EW5401  ___________________________________________________________________
 EW5401* NAD 83(1986)-  34 24 55.     (N)    119 17 38.     (W)     SCALED    
 EW5401* NAVD 88     -       185.015  (meters)     607.00   (feet)  ADJUSTED  
 EW5401  ___________________________________________________________________
 EW5401  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW5401  DYNAMIC HT  -         184.819 (meters)     606.36  (feet)  COMP
 EW5401  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 EW5401
 EW5401  VERT ORDER  -  FIRST     CLASS I
 EW5401
 EW5401.The horizontal coordinates were scaled from a topographic map and have
 EW5401.an estimated accuracy of +/- 6 seconds.
 EW5401
 EW5401.The orthometric height was determined by differential leveling
 EW5401.and adjusted in June 1991.
 EW5401
 EW5401.The geoid height was determined by GEOID03.
 EW5401
 EW5401.The dynamic height is computed by dividing the NAVD 88
 EW5401.geopotential number by the normal gravity value computed on the
 EW5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5401.degrees latitude (g = 980.6199 gals.).
 EW5401
 EW5401.The modeled gravity was interpolated from observed gravity values.
 EW5401
 EW5401;                    North         East    Units  Estimated Accuracy
 EW5401;SPC CA 5     -   602,290.    1,881,060.      MT  (+/- 180 meters Scaled)
 EW5401
 EW5401                          SUPERSEDED SURVEY CONTROL
 EW5401
 EW5401  NGVD 29 (??/??/92)  184.252  (m)          604.50   (f) ADJ UNCH    1 1
 EW5401
 EW5401.Superseded values are not recommended for survey control.
 EW5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5401.See file dsdata.txt to determine how the superseded data were derived.
 EW5401
 EW5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU891105(NAD 83)
 EW5401_MARKER: DB = BENCH MARK DISK
 EW5401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5401_SP_SET: HEADWALL
 EW5401_STAMPING: 88 FMK 1973
 EW5401
 EW5401  HISTORY     - Date     Condition        Report By
 EW5401  HISTORY     - UNK      MONUMENTED
 EW5401  HISTORY     - 1977     GOOD             NGS
 EW5401  HISTORY     - 1983     GOOD             USGS
 EW5401
 EW5401                          STATION DESCRIPTION
 EW5401
 EW5401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5401'4.05 MI SW FROM OJAI.
 EW5401'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5401'OJAI, THENCE 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 33, 0.2 MILE
 EW5401'SOUTH OF THE JUNCTION OF VALLEY MEADOW DRIVE, 0.15 MILE NORTH OF THE
 EW5401'JUNCTION OF BARBARA STREET, IN THE NORTH END OF THE EAST HEAD WALL OF
 EW5401'PIPE CULVERT 10.11, 52.6 FT. SOUTH OF A SINGLE GUY WIRE POWER POLE,
 EW5401'22.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 12.4 FT. WEST OF A
 EW5401'48-INCH PALM TREE, 5.2 FT. NORTHWEST OF MILE POST 10.11, 4 INCHES
 EW5401'SOUTH OF THE NORTH END OF THE HEAD WALL.
 EW5401
 EW5401                          STATION RECOVERY (1983)
 EW5401
 EW5401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2111 ***********************************************************************
 FU2111  DESIGNATION -  88 M USGS
 FU2111  PID         -  FU2111
 FU2111  STATE/COUNTY-  CA/KERN
 FU2111  USGS QUAD   -  TAFT (1973)
 FU2111
 FU2111                         *CURRENT SURVEY CONTROL
 FU2111  ___________________________________________________________________
 FU2111* NAD 83(1986)-  35 07 56.     (N)    119 26 50.     (W)     SCALED    
 FU2111* NAVD 88     -       289.580  (meters)     950.06   (feet)  ADJUSTED  
 FU2111  ___________________________________________________________________
 FU2111  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 FU2111  DYNAMIC HT  -         289.281 (meters)     949.08  (feet)  COMP
 FU2111  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 FU2111  OBS GRAVITY -     979,597.9   (mgal)                       GRAV_OBS
 FU2111
 FU2111  VERT ORDER  -  FIRST     CLASS I
 FU2111
 FU2111.The horizontal coordinates were scaled from a topographic map and have
 FU2111.an estimated accuracy of +/- 6 seconds.
 FU2111
 FU2111.The orthometric height was determined by differential leveling
 FU2111.and adjusted in June 1991.
 FU2111
 FU2111.The geoid height was determined by GEOID03.
 FU2111
 FU2111.The dynamic height is computed by dividing the NAVD 88
 FU2111.geopotential number by the normal gravity value computed on the
 FU2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FU2111.degrees latitude (g = 980.6199 gals.).
 FU2111
 FU2111.The modeled gravity was interpolated from observed gravity values.
 FU2111.The observed gravity was obtained from relative gravimeter ties
 FU2111.to the IGSN71 gravity network.
 FU2111
 FU2111;                    North         East    Units  Estimated Accuracy
 FU2111;SPC CA 5     -   682,010.    1,868,110.      MT  (+/- 180 meters Scaled)
 FU2111
 FU2111                          SUPERSEDED SURVEY CONTROL
 FU2111
 FU2111  NGVD 29 (??/??/92)  288.761  (m)          947.38   (f) ADJ UNCH    1 1
 FU2111
 FU2111.Superseded values are not recommended for survey control.
 FU2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2111.See file dsdata.txt to determine how the superseded data were derived.
 FU2111
 FU2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU770904(NAD 83)
 FU2111_MARKER: DD = SURVEY DISK
 FU2111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FU2111_SP_SET: CULVERT
 FU2111_STAMPING: 88 M 949 1932
 FU2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FU2111
 FU2111  HISTORY     - Date     Condition        Report By
 FU2111  HISTORY     - 1932     MONUMENTED       USGS
 FU2111  HISTORY     - 1964     GOOD             NGS
 FU2111  HISTORY     - 1970     GOOD             NGS
 FU2111  HISTORY     - 1977     GOOD             NGS
 FU2111  HISTORY     - 19960108 GOOD             USPSQD
 FU2111
 FU2111                          STATION DESCRIPTION
 FU2111
 FU2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FU2111'1.3 MI SE FROM TAFT.
 FU2111'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT
 FU2111'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 0.7 MILE
 FU2111'EAST ALONG DIVISION ROAD, IN R24E T32S S19, 0.1 MILE WEST OF THE
 FU2111'INTERSECTION OF STATE HIGHWAY 33, AT A DOUBLE 36-INCH CORRUGATED
 FU2111'METAL PIPE CULVERT, IN THE TOP OF THE SOUTH CONCRETE HEAD WALL,
 FU2111'22 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST
 FU2111'OF THE WEST END OF THE HEAD WALL, AND ABOUT 1 FOOT HIGHER THAN THE
 FU2111'ROAD.
 FU2111
 FU2111                          STATION RECOVERY (1970)
 FU2111
 FU2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FU2111'RECOVERED IN GOOD CONDITION.
 FU2111
 FU2111                          STATION RECOVERY (1977)
 FU2111
 FU2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FU2111'DIVISION ROAD IS NOW WOOD STREET.
 FU2111
 FU2111                          STATION RECOVERY (1996)
 FU2111
 FU2111'RECOVERY NOTE BY US POWER SQUADRON 1996
 FU2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1428 ***********************************************************************
 JT1428  DESIGNATION -  88 RESET
 JT1428  PID         -  JT1428
 JT1428  STATE/COUNTY-  CA/SONOMA
 JT1428  USGS QUAD   -  BODEGA HEAD (1972)
 JT1428
 JT1428                         *CURRENT SURVEY CONTROL
 JT1428  ___________________________________________________________________
 JT1428* NAD 83(1986)-  38 19 14.     (N)    123 00 46.     (W)     SCALED    
 JT1428* NAVD 88     -        33.06   (+/-2cm)     108.5    (feet)  VERTCON   
 JT1428  ___________________________________________________________________
 JT1428  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JT1428  VERT ORDER  -  THIRD (See Below)
 JT1428
 JT1428.The horizontal coordinates were scaled from a topographic map and have
 JT1428.an estimated accuracy of +/- 6 seconds.
 JT1428
 JT1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1428.The vertical order pertains to the NGVD 29 superseded value.
 JT1428
 JT1428.The geoid height was determined by GEOID03.
 JT1428
 JT1428;                    North         East    Units  Estimated Accuracy
 JT1428;SPC CA 2     -   573,080.    1,911,440.      MT  (+/- 180 meters Scaled)
 JT1428
 JT1428                          SUPERSEDED SURVEY CONTROL
 JT1428
 JT1428  NGVD 29 (??/??/??)   32.21   (m)          105.7    (f) RESET       3  
 JT1428
 JT1428.Superseded values are not recommended for survey control.
 JT1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1428.See file dsdata.txt to determine how the superseded data were derived.
 JT1428
 JT1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH988413(NAD 83)
 JT1428_MARKER: DD = SURVEY DISK
 JT1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT1428_STAMPING: 88 RESET 1956
 JT1428_MARK LOGO: CA-097
 JT1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT1428+STABILITY: SURFACE MOTION
 JT1428
 JT1428  HISTORY     - Date     Condition        Report By
 JT1428  HISTORY     - 1956     MONUMENTED       CA-097
 JT1428
 JT1428                          STATION DESCRIPTION
 JT1428
 JT1428'DESCRIBED BY SONOMA COUNTY CALIFORNIA 1956
 JT1428'2.2 MI SE FROM BODEGA BAY.
 JT1428'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM BODEGA BAY, ABOUT
 JT1428'245 FEET NORTHEAST OF AN 18-INCH CONCRETE PIPE CULVERT AT
 JT1428'ENGINEERS STA. 1208+35, 44 FEET NORTHWEST OF THE CENTERLINE OF
 JT1428'THE HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0473 ***********************************************************************
 JT0473  DESIGNATION -  88 S
 JT0473  PID         -  JT0473
 JT0473  STATE/COUNTY-  CA/SONOMA
 JT0473  USGS QUAD   -  RUTHERFORD (1973)
 JT0473
 JT0473                         *CURRENT SURVEY CONTROL
 JT0473  ___________________________________________________________________
 JT0473* NAD 83(1986)-  38 24 20.     (N)    122 28 20.     (W)     SCALED    
 JT0473* NAVD 88     -       464.53   (+/-2cm)    1524.0    (feet)  VERTCON   
 JT0473  ___________________________________________________________________
 JT0473  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JT0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT0473
 JT0473.The horizontal coordinates were scaled from a topographic map and have
 JT0473.an estimated accuracy of +/- 6 seconds.
 JT0473
 JT0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0473.The vertical order pertains to the NGVD 29 superseded value.
 JT0473
 JT0473.The geoid height was determined by GEOID03.
 JT0473
 JT0473;                    North         East    Units  Estimated Accuracy
 JT0473;SPC CA 2     -   582,130.    1,958,750.      MT  (+/- 180 meters Scaled)
 JT0473
 JT0473                          SUPERSEDED SURVEY CONTROL
 JT0473
 JT0473  NGVD 29 (??/??/92)  463.68   (m)         1521.3    (f) COMPUTED    2 0
 JT0473
 JT0473.Superseded values are not recommended for survey control.
 JT0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0473.See file dsdata.txt to determine how the superseded data were derived.
 JT0473
 JT0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH460509(NAD 83)
 JT0473_MARKER: DD = SURVEY DISK
 JT0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JT0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JT0473_STAMPING: 88 S 1947
 JT0473_MARK LOGO: USGS  
 JT0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JT0473+STABILITY: SURFACE MOTION
 JT0473
 JT0473  HISTORY     - Date     Condition        Report By
 JT0473  HISTORY     - 1947     MONUMENTED       USGS
 JT0473  HISTORY     - 1951     GOOD             CGS
 JT0473  HISTORY     - 1960     GOOD             CGS
 JT0473
 JT0473                          STATION DESCRIPTION
 JT0473
 JT0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0473'6.4 MI NE FROM GLEN ELLEN.
 JT0473'1.0 MILES NORTHEAST ALONG ARNOLD DRIVE FROM THE POST OFFICE AT
 JT0473'GLEN ELLEN, THENCE 0.6 MILES NORTH ALONG STATE HIGHWAY 12, THENCE
 JT0473'4.8 MILES NORTHEAST ALONG TRINITI ROAD, 6.8 MILES SOUTHWEST OF
 JT0473'OAKVILLE, AT THE SONOMA-NAPA COUNTYLINE, AT THE END OF TRINITI
 JT0473'ROAD AND THE BEGINNING OF DRY CREEK ROAD, 35.0 FEET EAST OF AND
 JT0473'ACROSS THE ROAD FROM A 24-INCH TRIANGULAR-BLAZED PINE TREE, 20.0
 JT0473'FEET EAST OF THE CENTER LINE OF THE ROAD, 12.0 FEET SOUTHEAST
 JT0473'OF THE FENCE CORNER POST, 1.2 FEET NORTHEAST OF THE FENCE, 2.2
 JT0473'FEET NORTH OF A WITNESS POST, ABOUT 1.0 FEET HIGHER THAN THE
 JT0473'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET.
 JT0473
 JT0473                          STATION RECOVERY (1960)
 JT0473
 JT0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0382 ***********************************************************************
 GU0382  DESIGNATION -  88.1 USBR
 GU0382  PID         -  GU0382
 GU0382  STATE/COUNTY-  CA/MERCED
 GU0382  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0382
 GU0382                         *CURRENT SURVEY CONTROL
 GU0382  ___________________________________________________________________
 GU0382* NAD 83(1986)-  36 55 55.     (N)    120 48 35.     (W)     SCALED    
 GU0382* NAVD 88     -        53.55   (+/-2cm)     175.7    (feet)  VERTCON   
 GU0382  ___________________________________________________________________
 GU0382  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 GU0382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0382
 GU0382.The horizontal coordinates were scaled from a topographic map and have
 GU0382.an estimated accuracy of +/- 6 seconds.
 GU0382
 GU0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0382.The vertical order pertains to the NGVD 29 superseded value.
 GU0382
 GU0382.The geoid height was determined by GEOID03.
 GU0382
 GU0382;                    North         East    Units  Estimated Accuracy
 GU0382;SPC CA 3     -   547,980.    1,972,410.      MT  (+/- 180 meters Scaled)
 GU0382
 GU0382                          SUPERSEDED SURVEY CONTROL
 GU0382
 GU0382  NGVD 29 (??/??/92)   52.728  (m)          172.99   (f) ADJ UNCH    2 0
 GU0382
 GU0382.Superseded values are not recommended for survey control.
 GU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0382.See file dsdata.txt to determine how the superseded data were derived.
 GU0382
 GU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF950895(NAD 83)
 GU0382_MARKER: DD = SURVEY DISK
 GU0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0382_SP_SET: BRIDGE CURB
 GU0382_STAMPING: MP 88.13
 GU0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0382
 GU0382  HISTORY     - Date     Condition        Report By
 GU0382  HISTORY     - UNK      MONUMENTED       BOR
 GU0382  HISTORY     - 1975     GOOD             NGS
 GU0382
 GU0382                          STATION DESCRIPTION
 GU0382
 GU0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0382'9.6 MI NW FROM ORO LOMA.
 GU0382'9.6 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0382'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0382'ORO LOMA, 10.0 MILES SOUTHEAST OF LOS BANOS, AT THE JUNCTION
 GU0382'OF WOO ROAD, 24 1/2 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 GU0382'LEVEE ROAD, 14 1/2 FEET EAST OF THE CENTER LINE OF WOO ROAD,
 GU0382'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURB OF BRIDGE
 GU0382'88.13 OVER THE CANAL, 0.8 FOOT NORTH OF THE SOUTH END OF THE
 GU0382'CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  SEC 31, T11S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0319 ***********************************************************************
 GU0319  DESIGNATION -  88.38 R USBR
 GU0319  PID         -  GU0319
 GU0319  STATE/COUNTY-  CA/MERCED
 GU0319  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0319
 GU0319                         *CURRENT SURVEY CONTROL
 GU0319  ___________________________________________________________________
 GU0319* NAD 83(1986)-  36 54 18.     (N)    120 48 39.     (W)     SCALED    
 GU0319* NAVD 88     -       103.21   (+/-2cm)     338.6    (feet)  VERTCON   
 GU0319  ___________________________________________________________________
 GU0319  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0319  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0319
 GU0319.The horizontal coordinates were scaled from a topographic map and have
 GU0319.an estimated accuracy of +/- 6 seconds.
 GU0319
 GU0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0319.The vertical order pertains to the NGVD 29 superseded value.
 GU0319
 GU0319.The geoid height was determined by GEOID03.
 GU0319
 GU0319;                    North         East    Units  Estimated Accuracy
 GU0319;SPC CA 3     -   544,990.    1,972,300.      MT  (+/- 180 meters Scaled)
 GU0319
 GU0319                          SUPERSEDED SURVEY CONTROL
 GU0319
 GU0319  NGVD 29 (??/??/92)  102.366  (m)          335.85   (f) ADJ UNCH    1 1
 GU0319
 GU0319.Superseded values are not recommended for survey control.
 GU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0319.See file dsdata.txt to determine how the superseded data were derived.
 GU0319
 GU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF950865(NAD 83)
 GU0319_MARKER: DD = SURVEY DISK
 GU0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0319_SP_SET: DRAIN INLET
 GU0319_STAMPING: 88.38 R
 GU0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0319
 GU0319  HISTORY     - Date     Condition        Report By
 GU0319  HISTORY     - UNK      MONUMENTED       BOR
 GU0319  HISTORY     - 1967     GOOD             NGS
 GU0319  HISTORY     - 1974     POOR             NGS
 GU0319
 GU0319                          STATION DESCRIPTION
 GU0319
 GU0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0319'1.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0319'1.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0319'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0319'R11E T12S, SECTION 7, IN THE TOP OF THE SOUTHEAST END OF A
 GU0319'CONCRETE HEAD WALL FOR A 4- BY 12-FOOT CONCRETE DRAIN INLET
 GU0319'STRUCTURE, 0.05 MILE NORTHWEST OF THE CROSSING OF A PIPE LINE,
 GU0319'20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GU0319'4 FEET LOWER THAN THE ROAD.
 GU0319
 GU0319                          STATION RECOVERY (1974)
 GU0319
 GU0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GU0319'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0318 ***********************************************************************
 GU0318  DESIGNATION -  88.44 R
 GU0318  PID         -  GU0318
 GU0318  STATE/COUNTY-  CA/MERCED
 GU0318  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0318
 GU0318                         *CURRENT SURVEY CONTROL
 GU0318  ___________________________________________________________________
 GU0318* NAD 83(1986)-  36 54 18.     (N)    120 48 36.     (W)     SCALED    
 GU0318* NAVD 88     -       105.20   (+/-2cm)     345.1    (feet)  VERTCON   
 GU0318  ___________________________________________________________________
 GU0318  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GU0318  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0318
 GU0318.The horizontal coordinates were scaled from a topographic map and have
 GU0318.an estimated accuracy of +/- 6 seconds.
 GU0318
 GU0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0318.The vertical order pertains to the NGVD 29 superseded value.
 GU0318
 GU0318.The geoid height was determined by GEOID03.
 GU0318
 GU0318;                    North         East    Units  Estimated Accuracy
 GU0318;SPC CA 3     -   544,990.    1,972,370.      MT  (+/- 180 meters Scaled)
 GU0318
 GU0318                          SUPERSEDED SURVEY CONTROL
 GU0318
 GU0318  NGVD 29 (??/??/92)  104.357  (m)          342.38   (f) ADJ UNCH    1 1
 GU0318
 GU0318.Superseded values are not recommended for survey control.
 GU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0318.See file dsdata.txt to determine how the superseded data were derived.
 GU0318
 GU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF951865(NAD 83)
 GU0318_MARKER: DD = SURVEY DISK
 GU0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0318_SP_SET: HEADWALL
 GU0318_STAMPING: 88.44 R
 GU0318_MARK LOGO: BOR   
 GU0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0318+STABILITY: SURFACE MOTION
 GU0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0318+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 GU0318
 GU0318  HISTORY     - Date     Condition        Report By
 GU0318  HISTORY     - UNK      MONUMENTED       BOR
 GU0318  HISTORY     - 1967     GOOD             NGS
 GU0318  HISTORY     - 1975     GOOD             NGS
 GU0318  HISTORY     - 19881121 GOOD             NGS
 GU0318
 GU0318                          STATION DESCRIPTION
 GU0318
 GU0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0318'1.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0318'1.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0318'DOS AMIGOS PUMP PLANT, AT THE CROSSING OF A PIPE OVERCHUTE,
 GU0318'IN THE TOP AND 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 GU0318'SOUTHWEST CONCRETE HEAD WALL OF THE OVERCHUTE, 24 FEET NORTHEAST
 GU0318'OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 2
 GU0318'FEET LOWER THAN THE ROAD.
 GU0318
 GU0318                          STATION RECOVERY (1975)
 GU0318
 GU0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0318'RECOVERED IN GOOD CONDITION.
 GU0318
 GU0318                          STATION RECOVERY (1988)
 GU0318
 GU0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0317 ***********************************************************************
 GU0317  DESIGNATION -  88.51 R
 GU0317  PID         -  GU0317
 GU0317  STATE/COUNTY-  CA/MERCED
 GU0317  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0317
 GU0317                         *CURRENT SURVEY CONTROL
 GU0317  ___________________________________________________________________
 GU0317* NAD 83(1986)-  36 54 17.     (N)    120 48 31.     (W)     SCALED    
 GU0317* NAVD 88     -       104.516  (meters)     342.90   (feet)  ADJUSTED  
 GU0317  ___________________________________________________________________
 GU0317  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 GU0317  DYNAMIC HT  -         104.429 (meters)     342.61  (feet)  COMP
 GU0317  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 GU0317
 GU0317  VERT ORDER  -  FIRST     CLASS I
 GU0317
 GU0317.The horizontal coordinates were scaled from a topographic map and have
 GU0317.an estimated accuracy of +/- 6 seconds.
 GU0317
 GU0317.The orthometric height was determined by differential leveling
 GU0317.and adjusted in June 1991.
 GU0317
 GU0317.The geoid height was determined by GEOID03.
 GU0317
 GU0317.The dynamic height is computed by dividing the NAVD 88
 GU0317.geopotential number by the normal gravity value computed on the
 GU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0317.degrees latitude (g = 980.6199 gals.).
 GU0317
 GU0317.The modeled gravity was interpolated from observed gravity values.
 GU0317
 GU0317;                    North         East    Units  Estimated Accuracy
 GU0317;SPC CA 3     -   544,960.    1,972,500.      MT  (+/- 180 meters Scaled)
 GU0317
 GU0317                          SUPERSEDED SURVEY CONTROL
 GU0317
 GU0317  NGVD 29 (??/??/92)  103.998  (m)          341.20   (f) ADJ UNCH    1 1
 GU0317
 GU0317.Superseded values are not recommended for survey control.
 GU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0317.See file dsdata.txt to determine how the superseded data were derived.
 GU0317
 GU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF952865(NAD 83)
 GU0317_MARKER: DD = SURVEY DISK
 GU0317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0317_SP_SET: WINGWALL
 GU0317_STAMPING: 88.51 R
 GU0317_MARK LOGO: BOR   
 GU0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0317+STABILITY: SURFACE MOTION
 GU0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0317+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1988
 GU0317
 GU0317  HISTORY     - Date     Condition        Report By
 GU0317  HISTORY     - UNK      MONUMENTED       BOR
 GU0317  HISTORY     - 1967     GOOD             NGS
 GU0317  HISTORY     - 1975     GOOD             NGS
 GU0317  HISTORY     - 19881121 GOOD             NGS
 GU0317
 GU0317                          STATION DESCRIPTION
 GU0317
 GU0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0317'1.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0317'1.8 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0317'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0317'R11E T12S, SECTION 7, 0.1 MILE NORTHWEST OF BENCH MARK X 663,
 GU0317'AT THE CROSSING OF POLE LINE ROAD, IN THE TOP OF THE SOUTHEAST
 GU0317'END OF THE SOUTH CONCRETE WING WALL OF POLE LINE ROAD BRIDGE
 GU0317'OVER THE CANAL, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0317'ROAD, 0.8 FOOT SOUTHWEST OF A GUARDRAIL, AND ABOUT LEVEL WITH
 GU0317'POLE LINE ROAD.
 GU0317
 GU0317                          STATION RECOVERY (1975)
 GU0317
 GU0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0317'RECOVERED IN GOOD CONDITION.
 GU0317
 GU0317                          STATION RECOVERY (1988)
 GU0317
 GU0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0381 ***********************************************************************
 GU0381  DESIGNATION -  88.6 USBR
 GU0381  PID         -  GU0381
 GU0381  STATE/COUNTY-  CA/MERCED
 GU0381  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0381
 GU0381                         *CURRENT SURVEY CONTROL
 GU0381  ___________________________________________________________________
 GU0381* NAD 83(1986)-  36 55 54.     (N)    120 48 03.     (W)     SCALED    
 GU0381* NAVD 88     -        52.94   (+/-2cm)     173.7    (feet)  VERTCON   
 GU0381  ___________________________________________________________________
 GU0381  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GU0381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0381
 GU0381.The horizontal coordinates were scaled from a topographic map and have
 GU0381.an estimated accuracy of +/- 6 seconds.
 GU0381
 GU0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0381.The vertical order pertains to the NGVD 29 superseded value.
 GU0381
 GU0381.The geoid height was determined by GEOID03.
 GU0381
 GU0381;                    North         East    Units  Estimated Accuracy
 GU0381;SPC CA 3     -   547,950.    1,973,200.      MT  (+/- 180 meters Scaled)
 GU0381
 GU0381                          SUPERSEDED SURVEY CONTROL
 GU0381
 GU0381  NGVD 29 (??/??/92)   52.128  (m)          171.02   (f) ADJ UNCH    2 0
 GU0381
 GU0381.Superseded values are not recommended for survey control.
 GU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0381.See file dsdata.txt to determine how the superseded data were derived.
 GU0381
 GU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF958895(NAD 83)
 GU0381_MARKER: DD = SURVEY DISK
 GU0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0381_SP_SET: DRAIN STRUCTURE
 GU0381_STAMPING: MP 88.60
 GU0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0381
 GU0381  HISTORY     - Date     Condition        Report By
 GU0381  HISTORY     - UNK      MONUMENTED       BOR
 GU0381  HISTORY     - 1975     GOOD             NGS
 GU0381
 GU0381                          STATION DESCRIPTION
 GU0381
 GU0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0381'9 MI NW FROM ORO LOMA.
 GU0381'9.05 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0381'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0381'ORO LOMA, AT CANAL MILEAGE 88.60, 110 FEET SOUTHWEST OF THE
 GU0381'SOUTHWEST CORNER OF WOODEN BRIDGE 88.62, 23 1/2 FEET SOUTH OF
 GU0381'THE CENTER LINE OF THE SOUTH LEVEE ROAD, IN THE TOP OF THE
 GU0381'CENTER OF THE SOUTH CONCRETE HEAD WALL OF A 4- BY 6-FOOT CONCRETE
 GU0381'BOX DRAIN STRUCTURE (88.60), AND ABOUT 1 FOOT HIGHER THAN THE
 GU0381'SOUTH LEVEE ROAD.  SEC 31, T11S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0380 ***********************************************************************
 GU0380  DESIGNATION -  88.62 USBR
 GU0380  PID         -  GU0380
 GU0380  STATE/COUNTY-  CA/MERCED
 GU0380  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0380
 GU0380                         *CURRENT SURVEY CONTROL
 GU0380  ___________________________________________________________________
 GU0380* NAD 83(1986)-  36 55 54.     (N)    120 48 03.     (W)     SCALED    
 GU0380* NAVD 88     -        51.88   (+/-2cm)     170.2    (feet)  VERTCON   
 GU0380  ___________________________________________________________________
 GU0380  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GU0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0380
 GU0380.The horizontal coordinates were scaled from a topographic map and have
 GU0380.an estimated accuracy of +/- 6 seconds.
 GU0380
 GU0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0380.The vertical order pertains to the NGVD 29 superseded value.
 GU0380
 GU0380.The geoid height was determined by GEOID03.
 GU0380
 GU0380;                    North         East    Units  Estimated Accuracy
 GU0380;SPC CA 3     -   547,950.    1,973,200.      MT  (+/- 180 meters Scaled)
 GU0380
 GU0380                          SUPERSEDED SURVEY CONTROL
 GU0380
 GU0380  NGVD 29 (??/??/92)   51.073  (m)          167.56   (f) ADJ UNCH    2 0
 GU0380
 GU0380.Superseded values are not recommended for survey control.
 GU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0380.See file dsdata.txt to determine how the superseded data were derived.
 GU0380
 GU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF958895(NAD 83)
 GU0380_MARKER: DD = SURVEY DISK
 GU0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0380_SP_SET: BRIDGE ABUTMENT
 GU0380_STAMPING: 88.62
 GU0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0380
 GU0380  HISTORY     - Date     Condition        Report By
 GU0380  HISTORY     - UNK      MONUMENTED       BOR
 GU0380  HISTORY     - 1975     GOOD             NGS
 GU0380
 GU0380                          STATION DESCRIPTION
 GU0380
 GU0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0380'9 MI NW FROM ORO LOMA.
 GU0380'9.05 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0380'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0380'ORO LOMA, AT WOODEN BRIDGE 88.62 OVER THE CANAL, 21 FEET SOUTH
 GU0380'OF THE CENTER LINE OF THE NORTH LEVEE ROAD, IN THE TOP OF THE
 GU0380'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE, 10 FEET
 GU0380'WEST OF THE CENTER LINE OF THE BRIDGE, 0.8 FOOT EAST OF THE
 GU0380'WEST END OF THE ABUTMENT, 1.6 FEET WEST OF THE WEST EDGE OF
 GU0380'THE WEST STEEL CURB OF BRIDGE, AND ABOUT LEVEL WITH THE NORTH
 GU0380'LEVEE ROAD.  SEC 32, T11S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0570 ***********************************************************************
 GT0570  DESIGNATION -  88.68
 GT0570  PID         -  GT0570
 GT0570  STATE/COUNTY-  CA/TULARE
 GT0570  USGS QUAD   -  LINDSAY (1969)
 GT0570
 GT0570                         *CURRENT SURVEY CONTROL
 GT0570  ___________________________________________________________________
 GT0570* NAD 83(1986)-  36 09 36.     (N)    119 03 30.     (W)     SCALED    
 GT0570* NAVD 88     -       128.80   (+/-2cm)     422.6    (feet)  VERTCON   
 GT0570  ___________________________________________________________________
 GT0570  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 GT0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 GT0570
 GT0570.The horizontal coordinates were scaled from a topographic map and have
 GT0570.an estimated accuracy of +/- 6 seconds.
 GT0570
 GT0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0570.The vertical order pertains to the NGVD 29 superseded value.
 GT0570
 GT0570.The geoid height was determined by GEOID03.
 GT0570
 GT0570;                    North         East    Units  Estimated Accuracy
 GT0570;SPC CA 4     -   591,730.    1,994,750.      MT  (+/- 180 meters Scaled)
 GT0570
 GT0570                          SUPERSEDED SURVEY CONTROL
 GT0570
 GT0570  NGVD 29 (??/??/92)  127.982  (m)          419.89   (f) ADJ UNCH    1 2
 GT0570
 GT0570.Superseded values are not recommended for survey control.
 GT0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0570.See file dsdata.txt to determine how the superseded data were derived.
 GT0570
 GT0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA148036(NAD 83)
 GT0570_MARKER: DD = SURVEY DISK
 GT0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0570_SP_SET: BRIDGE
 GT0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0570
 GT0570  HISTORY     - Date     Condition        Report By
 GT0570  HISTORY     - UNK      MONUMENTED       BOR
 GT0570  HISTORY     - 1957     GOOD             NGS
 GT0570  HISTORY     - 1972     SEE DESCRIPTION
 GT0570
 GT0570                          STATION DESCRIPTION
 GT0570
 GT0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GT0570'1.6 MI N FROM STRATHMORE.
 GT0570'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0570'FROM THE STATION AT STRATHMORE, THENCE 0.6 MILE EAST ALONG AVENUE
 GT0570'204 (SIXTH AVENUE), IN R27E T20S, IN THE NORTHWEST QUARTER OF
 GT0570'SECTION 28, AT CONCRETE BRIDGE 88.68 OVER FRIANT-KERN CANAL, IN
 GT0570'THE TOP OF THE WEST END OF THE NORTH GUARDRAIL, 16 FEET NORTH
 GT0570'OF THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN
 GT0570'THE AVENUE.
 GT0570
 GT0570                          STATION RECOVERY (1972)
 GT0570
 GT0570'RECOVERED 1972
 GT0570'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0379 ***********************************************************************
 GU0379  DESIGNATION -  88.91 USBR
 GU0379  PID         -  GU0379
 GU0379  STATE/COUNTY-  CA/MERCED
 GU0379  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0379
 GU0379                         *CURRENT SURVEY CONTROL
 GU0379  ___________________________________________________________________
 GU0379* NAD 83(1986)-  36 55 48.     (N)    120 47 46.     (W)     SCALED    
 GU0379* NAVD 88     -        51.21   (+/-2cm)     168.0    (feet)  VERTCON   
 GU0379  ___________________________________________________________________
 GU0379  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GU0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0379
 GU0379.The horizontal coordinates were scaled from a topographic map and have
 GU0379.an estimated accuracy of +/- 6 seconds.
 GU0379
 GU0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0379.The vertical order pertains to the NGVD 29 superseded value.
 GU0379
 GU0379.The geoid height was determined by GEOID03.
 GU0379
 GU0379;                    North         East    Units  Estimated Accuracy
 GU0379;SPC CA 3     -   547,760.    1,973,620.      MT  (+/- 180 meters Scaled)
 GU0379
 GU0379                          SUPERSEDED SURVEY CONTROL
 GU0379
 GU0379  NGVD 29 (??/??/92)   50.402  (m)          165.36   (f) ADJ UNCH    2 0
 GU0379
 GU0379.Superseded values are not recommended for survey control.
 GU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0379.See file dsdata.txt to determine how the superseded data were derived.
 GU0379
 GU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF962893(NAD 83)
 GU0379_MARKER: DD = SURVEY DISK
 GU0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0379_SP_SET: CONCRETE WELL
 GU0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0379
 GU0379  HISTORY     - Date     Condition        Report By
 GU0379  HISTORY     - UNK      MONUMENTED       BOR
 GU0379  HISTORY     - 1955     GOOD             NGS
 GU0379  HISTORY     - 1975     MARK NOT FOUND   NGS
 GU0379
 GU0379                          STATION DESCRIPTION
 GU0379
 GU0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0379'8.9 MI NW FROM ORO LOMA.
 GU0379'8.9 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0379'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0379'ORO LOMA, ON THE NORTHEAST BANK OF THE CANAL, AT A METER WELL,
 GU0379'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE WELL, 103
 GU0379'FEET SOUTHEAST OF POWER LINE POLE 3484 SUPPORTING THREE
 GU0379'TRANSFORMERS, 43 1/2 FEET NORTH OF THE CENTER LINE OF THE
 GU0379'GRAVELED ROAD, 42.5 FEET SOUTH OF ELECTRIC PUMP 3, 28 1/2 FEET
 GU0379'SOUTH OF THE CENTER LINE OF A DIRT FARM ROAD, AND ABOUT 6 FEET
 GU0379'LOWER THAN THE GRAVELED ROAD.
 GU0379
 GU0379                          STATION RECOVERY (1975)
 GU0379
 GU0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0003 ***********************************************************************
 FV0003  DESIGNATION -  880
 FV0003  PID         -  FV0003
 FV0003  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0003  USGS QUAD   -  ATASCADERO (1993)
 FV0003
 FV0003                         *CURRENT SURVEY CONTROL
 FV0003  ___________________________________________________________________
 FV0003* NAD 83(1986)-  35 27 41.     (N)    120 37 44.     (W)     SCALED    
 FV0003* NAVD 88     -       268.95   (+/-2cm)     882.4    (feet)  VERTCON   
 FV0003  ___________________________________________________________________
 FV0003  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 FV0003  VERT ORDER  -  FIRST     CLASS I (See Below)
 FV0003
 FV0003.The horizontal coordinates were scaled from a topographic map and have
 FV0003.an estimated accuracy of +/- 6 seconds.
 FV0003
 FV0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0003.The vertical order pertains to the NGVD 29 superseded value.
 FV0003
 FV0003.The geoid height was determined by GEOID03.
 FV0003
 FV0003;                    North         East    Units  Estimated Accuracy
 FV0003;SPC CA 5     -   720,700.    1,761,400.      MT  (+/- 180 meters Scaled)
 FV0003
 FV0003                          SUPERSEDED SURVEY CONTROL
 FV0003
 FV0003  NGVD 29 (??/??/??)  267.976  (m)          879.18   (f) ADJUSTED    1 1
 FV0003
 FV0003.Superseded values are not recommended for survey control.
 FV0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0003.See file dsdata.txt to determine how the superseded data were derived.
 FV0003
 FV0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE151267(NAD 83)
 FV0003_MARKER: DD = SURVEY DISK
 FV0003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FV0003_SP_SET: ABUTMENT
 FV0003_STAMPING: 880 11 1916
 FV0003_MARK LOGO: USGS  
 FV0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0003+STABILITY: SURFACE MOTION
 FV0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FV0003+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1989
 FV0003
 FV0003  HISTORY     - Date     Condition        Report By
 FV0003  HISTORY     - 1916     MONUMENTED       USGS
 FV0003  HISTORY     - 1968     GOOD             NGS
 FV0003  HISTORY     - 19890202 GOOD             NGS
 FV0003  HISTORY     - 20090212 GOOD             GEOCAC
 FV0003
 FV0003                          STATION DESCRIPTION
 FV0003
 FV0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FV0003'3.5 MI SE FROM ATASCADERO.
 FV0003'3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 FV0003'FROM THE OVERPASS OVER STATE HIGHWAY 41 AT ATASCADERO, IN THE
 FV0003'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 230.03
 FV0003'OVER A DIRT ROAD WEST TO ATASCADERO STATE HOSPITAL, 23.3 FEET EAST
 FV0003'OF THE EAST RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET LOWER THAN THE
 FV0003'TRACK.
 FV0003
 FV0003                          STATION RECOVERY (1989)
 FV0003
 FV0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FV0003'RECOVERED IN GOOD CONDITION.
 FV0003
 FV0003                          STATION RECOVERY (2009)
 FV0003
 FV0003'RECOVERY NOTE BY GEOCACHING 2009 (WBW)
 FV0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT1667 ***********************************************************************
 GT1667  DESIGNATION -  881
 GT1667  PID         -  GT1667
 GT1667  STATE/COUNTY-  CA/FRESNO
 GT1667  USGS QUAD   -  ACADEMY (1978)
 GT1667
 GT1667                         *CURRENT SURVEY CONTROL
 GT1667  ___________________________________________________________________
 GT1667* NAD 83(1986)-  36 57 42.     (N)    119 30 44.     (W)     SCALED    
 GT1667* NAVD 88     -       269.24   (+/-2cm)     883.3    (feet)  VERTCON   
 GT1667  ___________________________________________________________________
 GT1667  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 GT1667  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT1667
 GT1667.The horizontal coordinates were scaled from a topographic map and have
 GT1667.an estimated accuracy of +/- 6 seconds.
 GT1667
 GT1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT1667.The vertical order pertains to the NGVD 29 superseded value.
 GT1667
 GT1667.The geoid height was determined by GEOID03.
 GT1667
 GT1667;                    North         East    Units  Estimated Accuracy
 GT1667;SPC CA 4     -   680,810.    1,954,390.      MT  (+/- 180 meters Scaled)
 GT1667
 GT1667                          SUPERSEDED SURVEY CONTROL
 GT1667
 GT1667  NGVD 29 (??/??/92)  268.409  (m)          880.61   (f) ADJ UNCH    1 1
 GT1667
 GT1667.Superseded values are not recommended for survey control.
 GT1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT1667.See file dsdata.txt to determine how the superseded data were derived.
 GT1667
 GT1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA763935(NAD 83)
 GT1667_MARKER: DD = SURVEY DISK
 GT1667_SETTING: 80 = SET IN A BOULDER
 GT1667_SP_SET: BOULDER
 GT1667_STAMPING: 881 BB 1919 110
 GT1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GT1667+STABILITY: SURFACE MOTION
 GT1667
 GT1667  HISTORY     - Date     Condition        Report By
 GT1667  HISTORY     - 1919     MONUMENTED       USGS
 GT1667  HISTORY     - 1972     GOOD             NGS
 GT1667
 GT1667                          STATION DESCRIPTION
 GT1667
 GT1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT1667'6 MI N FROM ACADEMY.
 GT1667'5.15 MILES NORTHEAST ALONG STATE HIGHWAY 168 FROM THE JUNCTION OF
 GT1667'MADSEN AVENUE AT ACADEMY, THENCE 0.8 MILE NORTHWEST ALONG
 GT1667'MILLERTON ROAD, AT THE JUNCTION OF NICHOLS ROAD NORTHEAST, IN
 GT1667'THE TOP OF A 9-BY 6-FOOT GRANITE BOULDER PROJECTING ABOUT 1 FOOT
 GT1667'ABOVE THE GROUND, 73.3 FEET EAST-NORTHEAST OF THE CENTER LINE
 GT1667'OF MILLERTON ROAD, 90 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 GT1667'NICHOLS ROAD, 50.3 FEET SOUTH OF THE SOUTH CORNER OF A CATTLEGUARD
 GT1667'UNDER AN ASPHALT ROAD TO THE HEATH RANCH, 45 FEET SOUTH-SOUTHEAST
 GT1667'OF A 24-INCH OAK TREE, 51.4 FEET EAST-NORTHEAST OF A FENCE, AND
 GT1667'ABOUT 5 FEET HIGHER THAN THE ROAD.  SEC 24, T11S, R22E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT1018 ***********************************************************************
 HT1018  DESIGNATION -  881.49 EBWCO
 HT1018  PID         -  HT1018
 HT1018  STATE/COUNTY-  CA/CONTRA COSTA
 HT1018  USGS QUAD   -  RICHMOND (1993)
 HT1018
 HT1018                         *CURRENT SURVEY CONTROL
 HT1018  ___________________________________________________________________
 HT1018* NAD 83(1986)-  37 54 39.     (N)    122 16 25.     (W)     SCALED    
 HT1018* NAVD 88     -       269.60   (+/-2cm)     884.5    (feet)  VERTCON   
 HT1018  ___________________________________________________________________
 HT1018  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 HT1018  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT1018
 HT1018.The horizontal coordinates were scaled from a topographic map and have
 HT1018.an estimated accuracy of +/- 6 seconds.
 HT1018
 HT1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT1018.The vertical order pertains to the NGVD 29 superseded value.
 HT1018
 HT1018.The geoid height was determined by GEOID03.
 HT1018
 HT1018;                    North         East    Units  Estimated Accuracy
 HT1018;SPC CA 3     -   658,050.    1,844,050.      MT  (+/- 180 meters Scaled)
 HT1018
 HT1018                          SUPERSEDED SURVEY CONTROL
 HT1018
 HT1018  NGVD 29 (??/??/92)  268.754  (m)          881.74   (f) ADJ UNCH    1 2
 HT1018
 HT1018.Superseded values are not recommended for survey control.
 HT1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT1018.See file dsdata.txt to determine how the superseded data were derived.
 HT1018
 HT1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG638961(NAD 83)
 HT1018_MARKER: DD = SURVEY DISK
 HT1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HT1018_SP_SET: CONCRETE FOUNDATION
 HT1018_STAMPING: 881.49
 HT1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HT1018
 HT1018  HISTORY     - Date     Condition        Report By
 HT1018  HISTORY     - UNK      MONUMENTED       EBMUD
 HT1018  HISTORY     - 1962     GOOD             NGS
 HT1018  HISTORY     - 1987     GOOD             USPSQD
 HT1018
 HT1018                          STATION DESCRIPTION
 HT1018
 HT1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HT1018'AT EL CERRITO.
 HT1018'AT EL CERRITO, 0.6 MILE NORTH OF THE SUMMIT RESERVOIR, AT THE
 HT1018'SITE OF THE OLD PURDUE TANK (LONG SINCE REMOVED), IN THE
 HT1018'NORTHEAST PART OF THE BACK YARD OF THE PROPERTY AT 141 PURDUE
 HT1018'AVENUE, AND IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HT1018'CONCRETE FOUNDATION PROJECTING 1 FOOT ABOVE THE GROUND.
 HT1018
 HT1018                          STATION RECOVERY (1987)
 HT1018
 HT1018'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAS)
 HT1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW7672 ***********************************************************************
 EW7672  DESIGNATION -  8826
 EW7672  PID         -  EW7672
 EW7672  STATE/COUNTY-  CA/VENTURA
 EW7672  USGS QUAD   -  SAWMILL MOUNTAIN (1991)
 EW7672
 EW7672                         *CURRENT SURVEY CONTROL
 EW7672  ___________________________________________________________________
 EW7672* NAD 83(1992)-  34 48 45.84598(N)    119 08 43.08571(W)     ADJUSTED  
 EW7672* NAVD 88     -      2691.     (meters)    8829.     (feet)  SCALED    
 EW7672  ___________________________________________________________________
 EW7672  EPOCH DATE  -        1991.35
 EW7672  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 EW7672  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EW7672  HORZ ORDER  -  SECOND
 EW7672
 EW7672.The horizontal coordinates were established by classical geodetic methods
 EW7672.and adjusted by the National Geodetic Survey in June 1996.
 EW7672.The horizontal coordinates are valid at the epoch date displayed above.
 EW7672.The epoch date for horizontal control is a decimal equivalence
 EW7672.of Year/Month/Day.
 EW7672
 EW7672.The orthometric height was scaled from a topographic map.
 EW7672
 EW7672.The Laplace correction was computed from DEFLEC99 derived deflections.
 EW7672
 EW7672.The geoid height was determined by GEOID03.
 EW7672
 EW7672;                    North         East     Units Scale Factor Converg.
 EW7672;SPC CA 5     -   646,211.974 1,895,220.245   MT  0.99992270   -0 39 10.2
 EW7672;SPC CA 5     - 2,120,113.78  6,217,901.75   sFT  0.99992270   -0 39 10.2
 EW7672;UTM  11      - 3,854,374.206   303,776.638   MT  1.00007458   -1 13 30.5
 EW7672
 EW7672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EW7672!SPC CA 5     -   0.99958264  x   0.99992270  =   0.99950538
 EW7672!UTM  11      -   0.99958264  x   1.00007458  =   0.99965719
 EW7672
 EW7672                          SUPERSEDED SURVEY CONTROL
 EW7672
 EW7672  NAD 83(1986)-  34 48 45.84697(N)    119 08 43.08296(W) AD(1984.00) 2
 EW7672  NAD 27      -  34 48 45.92400(N)    119 08 39.68690(W) AD(       ) 2
 EW7672
 EW7672.Superseded values are not recommended for survey control.
 EW7672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW7672.See file dsdata.txt to determine how the superseded data were derived.
 EW7672
 EW7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU0377754374(NAD 83)
 EW7672
 EW7672  HISTORY     - Date     Condition        Report By
 EW7672  HISTORY     - 1941     MONUMENTED       USGS
 EW7672  HISTORY     - 1959     SEE DESCRIPTION  CGS
 EW7672
 EW7672                          STATION DESCRIPTION
 EW7672
 EW7672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EW7672'SEE STATION MOUNT PINOS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU1769 ***********************************************************************
 FU1769  DESIGNATION -  886 SGS
 FU1769  PID         -  FU1769
 FU1769  STATE/COUNTY-  CA/KERN
 FU1769  USGS QUAD   -  OILDALE (1973)
 FU1769
 FU1769                         *CURRENT SURVEY CONTROL
 FU1769  ___________________________________________________________________
 FU1769* NAD 83(1986)-  35 28 38.     (N)    119 01 04.     (W)     SCALED    
 FU1769* NAVD 88     -       270.91   (+/-2cm)     888.8    (feet)  VERTCON   
 FU1769  ___________________________________________________________________
 FU1769  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 FU1769  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU1769
 FU1769.The horizontal coordinates were scaled from a topographic map and have
 FU1769.an estimated accuracy of +/- 6 seconds.
 FU1769
 FU1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU1769.The vertical order pertains to the NGVD 29 superseded value.
 FU1769
 FU1769.The geoid height was determined by GEOID03.
 FU1769
 FU1769;                    North         East    Units  Estimated Accuracy
 FU1769;SPC CA 5     -   719,800.    1,907,630.      MT  (+/- 180 meters Scaled)
 FU1769
 FU1769                          SUPERSEDED SURVEY CONTROL
 FU1769
 FU1769  NGVD 29 (??/??/92)  270.05   (m)          886.0    (f) COMPUTED    1 2
 FU1769
 FU1769.Superseded values are not recommended for survey control.
 FU1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU1769.See file dsdata.txt to determine how the superseded data were derived.
 FU1769
 FU1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV169278(NAD 83)
 FU1769_MARKER: DD = SURVEY DISK
 FU1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU1769_STAMPING: 886 29-0-1963
 FU1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU1769+STABILITY: SURFACE MOTION
 FU1769
 FU1769  HISTORY     - Date     Condition        Report By
 FU1769  HISTORY     - 1963     MONUMENTED       USGS
 FU1769  HISTORY     - 1968     GOOD             NGS
 FU1769
 FU1769                          STATION DESCRIPTION
 FU1769
 FU1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FU1769'3.4 MI N FROM OILDALE.
 FU1769'3.45 MILES NORTH ALONG WOODY ROAD FROM THE HIGHLAND FIRE STATION
 FU1769'AT OILDALE, ABOUT 200 YARDS NORTHWEST AND ACROSS THE ROAD FROM
 FU1769'A PROMINENT MOTOR CYCLE HILL CLIMB, 31 FEET NORTHWEST OF THE
 FU1769'CENTER LINE OF THE ROAD, 144 FEET NORTHEAST OF THE NORTHWEST
 FU1769'END OF AN 18-INCH PIPE CULVERT NO. 6.52, 3.5 FEET NORTHWEST OF
 FU1769'A TELEPHONE POLE, 2.6 FEET EAST OF A WITNESS POST, ABOUT 2 FEET
 FU1769'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 FU1769'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0058 ***********************************************************************
 HT0058  DESIGNATION -  886.90 EBMUD
 HT0058  PID         -  HT0058
 HT0058  STATE/COUNTY-  CA/ALAMEDA
 HT0058  USGS QUAD   -  OAKLAND EAST (1997)
 HT0058
 HT0058                         *CURRENT SURVEY CONTROL
 HT0058  ___________________________________________________________________
 HT0058* NAD 83(1986)-  37 52 10.     (N)    122 13 36.     (W)     SCALED    
 HT0058* NAVD 88     -       271.26   (+/-2cm)     890.0    (feet)  VERTCON   
 HT0058  ___________________________________________________________________
 HT0058  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 HT0058  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0058
 HT0058.The horizontal coordinates were scaled from a topographic map and have
 HT0058.an estimated accuracy of +/- 6 seconds.
 HT0058
 HT0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0058.The vertical order pertains to the NGVD 29 superseded value.
 HT0058
 HT0058.The geoid height was determined by GEOID03.
 HT0058
 HT0058;                    North         East    Units  Estimated Accuracy
 HT0058;SPC CA 3     -   653,380.    1,848,090.      MT  (+/- 180 meters Scaled)
 HT0058
 HT0058                          SUPERSEDED SURVEY CONTROL
 HT0058
 HT0058  NGVD 29 (??/??/92)  270.41   (m)          887.2    (f) COMPUTED    1 2
 HT0058
 HT0058.Superseded values are not recommended for survey control.
 HT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0058.See file dsdata.txt to determine how the superseded data were derived.
 HT0058
 HT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG680916(NAD 83)
 HT0058_MARKER: DD = SURVEY DISK
 HT0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HT0058_SP_SET: WELL
 HT0058_STAMPING: 886.90
 HT0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT0058
 HT0058  HISTORY     - Date     Condition        Report By
 HT0058  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0058  HISTORY     - 1958     MARK NOT FOUND   NGS
 HT0058
 HT0058                          STATION DESCRIPTION
 HT0058
 HT0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HT0058'AT OAKLAND.
 HT0058'AT OAKLAND, ALAMEDA COUNTY, 0.7 MILE WEST ALONG CLAREMONT
 HT0058'AVENUE FROM THE INTERSECTION OF GRISSLY PEAK ROAD, 0.3 MILE
 HT0058'NORTHEAST OF THE INTERSECTION OF ALVARADO ROAD, 270 FEET NORTH OF
 HT0058'THE INTERSECTION OF A PRIVATE ROAD, ABOUT 25 FEET LOWER THAN
 HT0058'THE AVENUE, 11 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE,
 HT0058'AND 5 FEET SOUTHWEST OF A SMALL RESERVOIR.  AN EAST BAY WATER
 HT0058'CO. STANDARD DISK, STAMPED 886.90 AND SET IN A WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1917 ***********************************************************************
 DX1917  DESIGNATION -  89
 DX1917  PID         -  DX1917
 DX1917  STATE/COUNTY-  CA/ORANGE
 DX1917  USGS QUAD   -  TUSTIN (1981)
 DX1917
 DX1917                         *CURRENT SURVEY CONTROL
 DX1917  ___________________________________________________________________
 DX1917* NAD 83(1986)-  33 44 04.     (N)    117 52 03.     (W)     SCALED    
 DX1917* NAVD 88     -        27.743  (meters)      91.02   (feet)  READJUSTED
 DX1917  ___________________________________________________________________
 DX1917  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DX1917  DYNAMIC HT  -          27.710 (meters)      90.91  (feet)  COMP
 DX1917  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 DX1917
 DX1917  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 DX1917
 DX1917.The horizontal coordinates were scaled from a topographic map and have
 DX1917.an estimated accuracy of +/- 6 seconds.
 DX1917
 DX1917.The orthometric height was determined by differential leveling
 DX1917.and adjusted in February 1993.
 DX1917.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 DX1917.distribution rate of 1.1 thru 2.0 mm/km.
 DX1917.The height was derived from older observations constrained to new
 DX1917.heights in a crustal motion area.  The height is approximate in
 DX1917.relation to other heights in its vicinity.
 DX1917
 DX1917.The geoid height was determined by GEOID03.
 DX1917
 DX1917.The dynamic height is computed by dividing the NAVD 88
 DX1917.geopotential number by the normal gravity value computed on the
 DX1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1917.degrees latitude (g = 980.6199 gals.).
 DX1917
 DX1917.The modeled gravity was interpolated from observed gravity values.
 DX1917
 DX1917;                    North         East    Units  Estimated Accuracy
 DX1917;SPC CA 6     -   675,040.    1,850,110.      MT  (+/- 180 meters Scaled)
 DX1917
 DX1917                          SUPERSEDED SURVEY CONTROL
 DX1917
 DX1917  NGVD 29 (??/??/??)   26.920  (m)           88.32   (f) ADJUSTED    1 1
 DX1917
 DX1917.Superseded values are not recommended for survey control.
 DX1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1917.See file dsdata.txt to determine how the superseded data were derived.
 DX1917
 DX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT196330(NAD 83)
 DX1917_MARKER: DD = SURVEY DISK
 DX1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX1917+STABILITY: SURFACE MOTION
 DX1917
 DX1917  HISTORY     - Date     Condition        Report By
 DX1917  HISTORY     - UNK      MONUMENTED       CA3420
 DX1917  HISTORY     - 1955     GOOD             NGS
 DX1917  HISTORY     - 1969     GOOD             CA-059
 DX1917  HISTORY     - 1977     GOOD             NGS
 DX1917
 DX1917                          STATION DESCRIPTION
 DX1917
 DX1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DX1917'AT SANTA ANA.
 DX1917'AT SANTA ANA, AT THE T JUNCTION OF SOUTH MAIN STREET AND WEST
 DX1917'FAIRVIEW AVENUE, 8.0 FEET WEST OF THE CENTER LINE OF THE STREET,
 DX1917'5.2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND SET IN CONCRETE
 DX1917'ABOUT 2 FEET BELOW THE SURFACE OF THE PAVEMENT, ACCESS TO WHICH IS
 DX1917'HAD THROUGH A 6-INCH TILE PIPE WITH AN 8-INCH COVER.
 DX1917
 DX1917                          STATION RECOVERY (1969)
 DX1917
 DX1917'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1969
 DX1917'RECOVERED IN GOOD CONDITION.
 DX1917
 DX1917                          STATION RECOVERY (1977)
 DX1917
 DX1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0534 ***********************************************************************
 DY0534  DESIGNATION -  89
 DY0534  PID         -  DY0534
 DY0534  STATE/COUNTY-  CA/LOS ANGELES
 DY0534  USGS QUAD   -  SOUTH GATE (1981)
 DY0534
 DY0534                         *CURRENT SURVEY CONTROL
 DY0534  ___________________________________________________________________
 DY0534* NAD 83(1986)-  33 57 19.     (N)    118 11 02.     (W)     SCALED    
 DY0534* NAVD 88     -        35.39   (+/-2cm)     116.1    (feet)  VERTCON   
 DY0534  ___________________________________________________________________
 DY0534  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY0534  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0534
 DY0534.The horizontal coordinates were scaled from a topographic map and have
 DY0534.an estimated accuracy of +/- 6 seconds.
 DY0534
 DY0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0534.The vertical order pertains to the NGVD 29 superseded value.
 DY0534
 DY0534.The geoid height was determined by GEOID03.
 DY0534
 DY0534;                    North         East    Units  Estimated Accuracy
 DY0534;SPC CA 5     -   550,520.    1,983,000.      MT  (+/- 180 meters Scaled)
 DY0534
 DY0534                          SUPERSEDED SURVEY CONTROL
 DY0534
 DY0534  NGVD 29 (??/??/92)   34.657  (m)          113.70   (f) ADJ UNCH    1 2
 DY0534
 DY0534.Superseded values are not recommended for survey control.
 DY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0534.See file dsdata.txt to determine how the superseded data were derived.
 DY0534
 DY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT906578(NAD 83)
 DY0534_MARKER: Z = SEE DESCRIPTION
 DY0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DY0534_SP_SET: BRIDGE ABUTMENT
 DY0534_STAMPING: BM 89 LA CO RD DEPT
 DY0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY0534
 DY0534  HISTORY     - Date     Condition        Report By
 DY0534  HISTORY     - UNK      MONUMENTED       CA-037
 DY0534  HISTORY     - 1945     GOOD             NGS
 DY0534  HISTORY     - 1961     GOOD             NGS
 DY0534  HISTORY     - 19890605 MARK NOT FOUND   NGS
 DY0534
 DY0534                          STATION DESCRIPTION
 DY0534
 DY0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0534'AT SOUTHGATE.
 DY0534'AT SOUTHGATE 0.2 MILES NORTH OF THE INTERSECTION OF FIRESTONE
 DY0534'BOULEVARD AND ATLANTIC AVENUE.  LOCATED ON THE SOUTHERN PACIFIC
 DY0534'RAILWAY IN THE NORTHEAST WING TO AN ABUTMENT OF A SMALL RAILROAD
 DY0534'BRIDGE, AT MILEAGE 492.02 WHICH IS JUST EAST OF ATLANTIC AVENUE.
 DY0534'IT IS 7.0 FEET NORTH OF THE NORTH RAIL AND 2.0 FEET BELOW THE
 DY0534'TOP OF THE RAIL AND ABOUT 72 FEET EAST OF THE CENTERLINE OF
 DY0534'ATLANTIC BOULEVARD.  IT IS A 2 1/2 INCH BRASS PLATE SET HORIZONTAL
 DY0534'IN A SLOPING WINGWALL TO THE ABUTMENT.  A 2 1/2 INCH BRASS PLATE,
 DY0534'STAMPED BM 89 LA CO RD DEPT.
 DY0534
 DY0534                          STATION RECOVERY (1961)
 DY0534
 DY0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0534'RECOVERED IN GOOD CONDITION.
 DY0534
 DY0534                          STATION RECOVERY (1989)
 DY0534
 DY0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS4551 ***********************************************************************
 JS4551  DESIGNATION -  89
 JS4551  PID         -  JS4551
 JS4551  STATE/COUNTY-  CA/SACRAMENTO
 JS4551  USGS QUAD   -  SACRAMENTO WEST (1992)
 JS4551
 JS4551                         *CURRENT SURVEY CONTROL
 JS4551  ___________________________________________________________________
 JS4551* NAD 83(1992)-  38 30 26.62467(N)    121 33 19.23801(W)     ADJUSTED  
 JS4551* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 JS4551  ___________________________________________________________________
 JS4551  EPOCH DATE  -        1991.35
 JS4551  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 JS4551  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JS4551  HORZ ORDER  -  THIRD
 JS4551
 JS4551.The horizontal coordinates were established by classical geodetic methods
 JS4551.and adjusted by the National Geodetic Survey in March 1994.
 JS4551.The horizontal coordinates are valid at the epoch date displayed above.
 JS4551.The epoch date for horizontal control is a decimal equivalence
 JS4551.of Year/Month/Day.
 JS4551
 JS4551.The orthometric height was scaled from a topographic map.
 JS4551
 JS4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS4551
 JS4551.The geoid height was determined by GEOID03.
 JS4551
 JS4551;                    North         East     Units Scale Factor Converg.
 JS4551;SPC CA 2     -   593,421.118 2,038,783.107   MT  0.99996508   +0 16 49.2
 JS4551;SPC CA 2     - 1,946,915.78  6,688,907.58   sFT  0.99996508   +0 16 49.2
 JS4551;UTM  10      - 4,263,102.896   625,961.090   MT  0.99979539   +0 53 58.5
 JS4551
 JS4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS4551!SPC CA 2     -   1.00000302  x   0.99996508  =   0.99996810
 JS4551!UTM  10      -   1.00000302  x   0.99979539  =   0.99979841
 JS4551
 JS4551:                Primary Azimuth Mark                     Grid Az
 JS4551:SPC CA 2     -  BRICKYARD W STK 5 MI SSW SACRA           057 43 50.9
 JS4551:UTM  10      -  BRICKYARD W STK 5 MI SSW SACRA           057 06 41.6
 JS4551
 JS4551|---------------------------------------------------------------------|
 JS4551| PID    Reference Object                     Distance      Geod. Az  |
 JS4551|                                                           dddmmss.s |
 JS4551| JS4538 BRICKYARD W STK 5 MI SSW SACRA      APPROX. 1.7 KM 0580040.1 |
 JS4551| JS4552 BRICKYARD E STK 5 MI SSW SACRA      APPROX. 1.8 KM 0593635.4 |
 JS4551| DB4125 89 RM 1                              21.500 METERS 08301     |
 JS4551| JS4283 FREEPORT E TRANSMISSION TOWER       APPROX. 6.4 KM 1341014.2 |
 JS4551| JS4282 FREEPORT W TRANSMISSION TOWER       APPROX. 6.2 KM 1361329.9 |
 JS4551| DB4124 89 RM 2 AZIMUTH                                    1740337.2 |
 JS4551| JS4280 EAST SAXON EAST TRANS TOWER         APPROX. 4.3 KM 2101835.0 |
 JS4551| JS4281 EAST SAXON WEST TRANS TOWER         APPROX. 4.4 KM 2124821.5 |
 JS4551|---------------------------------------------------------------------|
 JS4551
 JS4551                          SUPERSEDED SURVEY CONTROL
 JS4551
 JS4551  NAD 83(1986)-  38 30 26.61542(N)    121 33 19.23531(W) AD(1984.00) 3
 JS4551  NAD 27      -  38 30 26.95000(N)    121 33 15.39000(W) AD(       ) 3
 JS4551
 JS4551.Superseded values are not recommended for survey control.
 JS4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS4551.See file dsdata.txt to determine how the superseded data were derived.
 JS4551
 JS4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2596163103(NAD 83)
 JS4551
 JS4551  HISTORY     - Date     Condition        Report By
 JS4551  HISTORY     - 1931     MONUMENTED       USE
 JS4551  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JS4551  HISTORY     - 1953     SEE DESCRIPTION  CGS
 JS4551
 JS4551                          STATION DESCRIPTION
 JS4551
 JS4551'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JS4551'ABOUT 5 MILES SOUTHWEST OF SACRAMENTO, ABOUT 4 MILES NORTHWEST
 JS4551'OF FREEPORT, ON TOP OF EAST LEVEE OF SACRAMENTO RIVER, AND 22.0
 JS4551'METERS (72 FEET) WEST OF SOUTHWEST CORNER OF LARGE BARN AT TOE
 JS4551'OF LEVEE.  TO REACH FROM FREEPORT, FOLLOW HIGHWAY 1.2 MILES
 JS4551'TOWARD SACRAMENTO, TURN LEFT AND GO THROUGH CONCRETE RAILROAD
 JS4551'UNDERPASS, FOLLOW PAVED ROAD 3.7 MILES TO TWO LARGE YELLOW
 JS4551'BUILDINGS ON LEFT (ONE IS A CHURCH AND OTHER A LODGE HALL),
 JS4551'TURN LEFT ONTO DIRT ROAD JUST SOUTH OF BUILDINGS, GO THROUGH
 JS4551'GATE AND FOLLOW ROAD 0.2 MILE TO BASE OF LEVEE, TURN LEFT AND
 JS4551'FOLLOW ROAD PAST LEFT SIDE OF UNPAINTED BARN, GO THROUGH
 JS4551'GATE AT CORNER OF BARN AND CONTINUE ONTO LEVEE AND STATION
 JS4551'SITE.  MARKED BY CAPPED IRON PIPE IN CONCRETE, PROJECTING
 JS4551'ABOUT 1-1/2 FEET.  REFERENCE MARKS ARE STANDARD REFERENCE
 JS4551'DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS ABOUT 1 FOOT FROM
 JS4551'SOUTHWEST CORNER OF LARGE BARN AND 21.50 METERS (70.5 FEET)
 JS4551'FROM STATION IN AZIMUTH 263 DEG 01 MIN.  NO. 2 IS AT CURVE
 JS4551'IN HIGHWAY, APPROXIMATELY 20 FEET WEST OF CENTER LINE OF
 JS4551'PAVEMENT, ABOUT 30 FEET NORTH OF CENTER LINE OF DIRT ROAD
 JS4551'INTERSECTING HIGHWAY, AND 0.3 MILE FROM STATION IN AZIMUTH 354
 JS4551'DEG 03 MIN 40 SEC.
 JS4551
 JS4551                          STATION RECOVERY (1953)
 JS4551
 JS4551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JDK)
 JS4551'THE STATION WAS RECOVERED IN GOOD CONDITION, EXCEPT THAT IT LEANS
 JS4551'TO THE N AND MAY, THEREFORE, HAVE BEEN DISTURBED.  IT CONSISTS OF
 JS4551'A STANDARD U.S.E.D. BRASS CAP, THREADED ON A 3-IN. GALVANIZED
 JS4551'PIPE AND SET IN CONCRETE.  PIPE PROTRUDES 15 IN. ABOVE THE
 JS4551'CONCRETE.  CAP IS INSCRIBED B.M. 89 AND MARKED WITH A CHISELED
 JS4551'CROSS.
 JS4551'
 JS4551'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  IT CONSISTS
 JS4551'OF A U.S.C. AND G.S. STANDARD BRASS CAP, SET IN A 13-IN. SQUARE
 JS4551'CONCRETE MONUMENT 2 IN. ABOVE THE GROUND SURFACE.
 JS4551'
 JS4551'THE ABOVE WAS WRITTEN WITHOUT THE DESCRIPTION, BUT THE FOLLOWING
 JS4551'REFERS TO THE PUBLISHED DESCRIPTION--
 JS4551'
 JS4551'THE LARGE BARN AT THE TOE OF THE LEVEE, E OF THE STATION, NO
 JS4551'LONGER EXISTS.
 JS4551'
 JS4551'REFERENCE MARK 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 JS4551'
 JS4551'NOTE--IT WAS REPORTED IN AUGUST 1953 THAT LEVEE REPAIR WORK
 JS4551'HAS APPARENTLY DESTROYED B.M. 89 (U.S.E.).  IT IS POSSIBLE THAT
 JS4551'IT HAS BEEN BURIED BUT MORE LIKELY THAT IT HAS BEEN DESTROYED.
 JS4551'REFERENCE MARK 1 IS STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9035 ***********************************************************************
 EW9035  DESIGNATION -  89 FMK
 EW9035  PID         -  EW9035
 EW9035  STATE/COUNTY-  CA/LOS ANGELES
 EW9035  USGS QUAD   -  TOPANGA (1991)
 EW9035
 EW9035                         *CURRENT SURVEY CONTROL
 EW9035  ___________________________________________________________________
 EW9035* NAD 83(1986)-  34 06 05.     (N)    118 35 45.     (W)     SCALED    
 EW9035* NAVD 88     -       254.560  (meters)     835.17   (feet)  READJUSTED
 EW9035  ___________________________________________________________________
 EW9035  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EW9035  DYNAMIC HT  -         254.290 (meters)     834.28  (feet)  COMP
 EW9035  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 EW9035
 EW9035  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW9035
 EW9035.The horizontal coordinates were scaled from a topographic map and have
 EW9035.an estimated accuracy of +/- 6 seconds.
 EW9035
 EW9035.The orthometric height was determined by differential leveling
 EW9035.and adjusted in February 1993.
 EW9035.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW9035.distribution rate of 1.1 thru 2.0 mm/km.
 EW9035.The height was derived from older observations constrained to new
 EW9035.heights in a crustal motion area.  The height is approximate in
 EW9035.relation to other heights in its vicinity.
 EW9035
 EW9035.The geoid height was determined by GEOID03.
 EW9035
 EW9035.The dynamic height is computed by dividing the NAVD 88
 EW9035.geopotential number by the normal gravity value computed on the
 EW9035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9035.degrees latitude (g = 980.6199 gals.).
 EW9035
 EW9035.The modeled gravity was interpolated from observed gravity values.
 EW9035
 EW9035;                    North         East    Units  Estimated Accuracy
 EW9035;SPC CA 5     -   566,870.    1,945,020.      MT  (+/- 180 meters Scaled)
 EW9035
 EW9035                          SUPERSEDED SURVEY CONTROL
 EW9035
 EW9035  NGVD 29 (??/??/92)  253.780  (m)          832.61   (f) ADJ UNCH    1 1
 EW9035
 EW9035.Superseded values are not recommended for survey control.
 EW9035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9035.See file dsdata.txt to determine how the superseded data were derived.
 EW9035
 EW9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT527745(NAD 83)
 EW9035_MARKER: DD = SURVEY DISK
 EW9035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW9035_SP_SET: ABUTMENT
 EW9035_STAMPING: 89 FMK 1974
 EW9035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9035
 EW9035  HISTORY     - Date     Condition        Report By
 EW9035  HISTORY     - 1974     MONUMENTED       USGS
 EW9035  HISTORY     - 1974     GOOD             CA-037
 EW9035  HISTORY     - 1978     GOOD             NGS
 EW9035  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW9035
 EW9035                          STATION DESCRIPTION
 EW9035
 EW9035'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9035'1.1 MI N FROM TOPANGA.
 EW9035'TOPANGA CANYON BOULEVARD, 1.1 MILES NORTHERLY FROM TOPANGA POST
 EW9035'OFFICE.  30.0 FEET NORTHERLY OF APPROXIMATE CENTER OF PAVEMENT.  11.6
 EW9035'FEET NORTHEASTERLY OF POWER POLE NO NUMBER AT DRIVEWAY TO HOUSE NO.
 EW9035'815.  THE DISK IS SET IN THE NORTHWEST CORNER OF CONCRETE BRIDGE
 EW9035'ABUTMENT.
 EW9035
 EW9035                          STATION RECOVERY (1978)
 EW9035
 EW9035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9035'1.15 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE
 EW9035'AT TOPANGA, AT THE WOODEN BRIDGE LEADING TO HOUSE NUMBER 815, 61 FT.
 EW9035'EAST OF THE CENTER OF THE EAST ENTRANCE ROAD OF ROAD MAINTENANCE SUB
 EW9035'YARD 539, 29 FT. NORTH OF THE CENTER LINE OF THE BOULEVARD, 12 FT.
 EW9035'EAST OF POWER POLE, IN TOP OF THE NORTH CORNER OF THE SOUTHWEST
 EW9035'CONCRETE ABUTMENT OF THE BRIDGE.
 EW9035
 EW9035                          STATION RECOVERY (1989)
 EW9035
 EW9035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9035'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5398 ***********************************************************************
 EW5398  DESIGNATION -  89 FMK USGS
 EW5398  PID         -  EW5398
 EW5398  STATE/COUNTY-  CA/VENTURA
 EW5398  USGS QUAD   -  MATILIJA (1988)
 EW5398
 EW5398                         *CURRENT SURVEY CONTROL
 EW5398  ___________________________________________________________________
 EW5398* NAD 83(1986)-  34 25 16.     (N)    119 17 27.     (W)     SCALED    
 EW5398* NAVD 88     -       190.314  (meters)     624.39   (feet)  READJUSTED
 EW5398  ___________________________________________________________________
 EW5398  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EW5398  DYNAMIC HT  -         190.110 (meters)     623.72  (feet)  COMP
 EW5398  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 EW5398
 EW5398  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW5398
 EW5398.The horizontal coordinates were scaled from a topographic map and have
 EW5398.an estimated accuracy of +/- 6 seconds.
 EW5398
 EW5398.The orthometric height was determined by differential leveling
 EW5398.and adjusted in February 1993.
 EW5398.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW5398.distribution rate of 1.1 thru 2.0 mm/km.
 EW5398.The height was derived from older observations constrained to new
 EW5398.heights in a crustal motion area.  The height is approximate in
 EW5398.relation to other heights in its vicinity.
 EW5398
 EW5398.The geoid height was determined by GEOID03.
 EW5398
 EW5398.The dynamic height is computed by dividing the NAVD 88
 EW5398.geopotential number by the normal gravity value computed on the
 EW5398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5398.degrees latitude (g = 980.6199 gals.).
 EW5398
 EW5398.The modeled gravity was interpolated from observed gravity values.
 EW5398
 EW5398;                    North         East    Units  Estimated Accuracy
 EW5398;SPC CA 5     -   602,940.    1,881,350.      MT  (+/- 180 meters Scaled)
 EW5398
 EW5398                          SUPERSEDED SURVEY CONTROL
 EW5398
 EW5398  NGVD 29 (??/??/92)  189.549  (m)          621.88   (f) ADJ UNCH    1 1
 EW5398
 EW5398.Superseded values are not recommended for survey control.
 EW5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5398.See file dsdata.txt to determine how the superseded data were derived.
 EW5398
 EW5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU894112(NAD 83)
 EW5398_MARKER: DB = BENCH MARK DISK
 EW5398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5398_SP_SET: CULVERT
 EW5398_STAMPING: 89 FMK 1973
 EW5398
 EW5398  HISTORY     - Date     Condition        Report By
 EW5398  HISTORY     - UNK      MONUMENTED
 EW5398  HISTORY     - 1977     GOOD             NGS
 EW5398
 EW5398                          STATION DESCRIPTION
 EW5398
 EW5398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5398'3.55 MI SW FROM OJAI.
 EW5398'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5398'OJAI, THENCE 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 33, 0.05 MILE
 EW5398'SOUTH OF THE JUNCTION OF WOODLAND AVENUE, IN THE NORTH END OF THE
 EW5398'WEST HEAD WALL OF 4-FT. BOX CULVERT 10.61, 1.0 FT. ABOVE THE GROUND
 EW5398'60.5 FT. SOUTH OF POWER POLE 101372E, 33.3 FT. NORTH OF POWER POLE
 EW5398'1241566E, 24.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FT.
 EW5398'SOUTH OF MILE POST 10.61.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6398 ***********************************************************************
 DH6398  DESIGNATION -  89 PLU 16.65
 DH6398  PID         -  DH6398
 DH6398  STATE/COUNTY-  CA/PLUMAS
 DH6398  USGS QUAD   -  CRESCENT MILLS (1994)
 DH6398
 DH6398                         *CURRENT SURVEY CONTROL
 DH6398  ___________________________________________________________________
 DH6398* NAD 83(2007)-  40 06 31.21133(N)    120 54 27.16575(W)     ADJUSTED  
 DH6398* NAVD 88     -      1078.31   (meters)    3537.8    (feet)  LEVELING  
 DH6398  ___________________________________________________________________
 DH6398  EPOCH DATE  -        2007.00
 DH6398  X           -  -2,509,586.032 (meters)                     COMP
 DH6398  Y           -  -4,191,959.700 (meters)                     COMP
 DH6398  Z           -   4,087,900.975 (meters)                     COMP
 DH6398  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DH6398  ELLIP HEIGHT-        1054.729 (meters)          (02/10/07) ADJUSTED
 DH6398  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 DH6398
 DH6398  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6398  Type    PID    Designation                      North   East  Ellip
 DH6398  -------------------------------------------------------------------
 DH6398  NETWORK DH6398 89 PLU 16.65                      1.33   1.37   2.84
 DH6398  -------------------------------------------------------------------
 DH6398  VERT ORDER  -  THIRD ?
 DH6398
 DH6398.The horizontal coordinates were established by GPS observations
 DH6398.and adjusted by the National Geodetic Survey in February 2007.
 DH6398
 DH6398.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6398.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6398.The horizontal coordinates are valid at the epoch date displayed above.
 DH6398.The epoch date for horizontal control is a decimal equivalence
 DH6398.of Year/Month/Day.
 DH6398
 DH6398.The orthometric height was determined by differential leveling.
 DH6398.The vertical network tie was performed by a horz. field party for horz.
 DH6398.obs reductions. Reset procedures were used to establish the elevation.
 DH6398
 DH6398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6398
 DH6398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6398
 DH6398.The ellipsoidal height was determined by GPS observations
 DH6398.and is referenced to NAD 83.
 DH6398
 DH6398.The geoid height was determined by GEOID03.
 DH6398
 DH6398;                    North         East     Units Scale Factor Converg.
 DH6398;SPC CA 1     -   586,673.342 2,093,136.010   MT  0.99997440   +0 42 51.6
 DH6398;SPC CA 1     - 1,924,777.46  6,867,230.39   sFT  0.99997440   +0 42 51.6
 DH6398;UTM  10      - 4,441,917.035   678,334.603   MT  0.99999152   +1 20 54.2
 DH6398
 DH6398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6398!SPC CA 1     -   0.99983457  x   0.99997440  =   0.99980897
 DH6398!UTM  10      -   0.99983457  x   0.99999152  =   0.99982609
 DH6398
 DH6398                          SUPERSEDED SURVEY CONTROL
 DH6398
 DH6398  NAD 83(1998)-  40 06 31.21034(N)    120 54 27.16524(W) AD(2004.69) B
 DH6398  ELLIP H (09/28/05) 1054.759  (m)                       GP(       ) 4 1
 DH6398
 DH6398.Superseded values are not recommended for survey control.
 DH6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6398.See file dsdata.txt to determine how the superseded data were derived.
 DH6398
 DH6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7833541917(NAD 83)
 DH6398_MARKER: DD = SURVEY DISK
 DH6398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6398_STAMPING: 89 PLU 16.65 2004
 DH6398_MARK LOGO: CSRC  
 DH6398_PROJECTION: FLUSH
 DH6398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6398+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 DH6398_ROD/PIPE-DEPTH: 9.8  meters
 DH6398
 DH6398  HISTORY     - Date     Condition        Report By
 DH6398  HISTORY     - 20040810 MONUMENTED       CADT
 DH6398
 DH6398                          STATION DESCRIPTION
 DH6398
 DH6398'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6398'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 16.65 ABOUT
 DH6398'19.5 KM NORTH OF  QUINCY, 40.5 KM SOUTHWEST OF SUSANVILLE, AND 35.5 KM
 DH6398'SOUTHEAST OF CHESTER.  TO REACH THE  STATION FROM THE INTERSECTION OF
 DH6398'HIGHWAY 89 AND MAIN STREET IN GREENVILLE GO SOUTH ON  HIGHWAY 89 6.1
 DH6398'KM TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ENCASED
 DH6398'IN PVC  PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND
 DH6398'0.8 M WEST OF AN ORANGE  CARSONITE WITNESS POST, 0.9 M SOUTH OF A
 DH6398'WHITE CARSONITE POST WITH AMBER REFLECTOR, 0.9  M WEST OF THE EAST
 DH6398'RIGHT OF WAY FENCE, 14.1 M EAST OF THE YELLOW STRIPE OF HIGHWAY 89,
 DH6398'AND 69 M NORTH OF THE YELLOW STRIPE OF STAMPFLI LANE.
 DH6398' 
 DH6398'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6398'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6607 ***********************************************************************
 DH6607  DESIGNATION -  89 PLU 37.49
 DH6607  PID         -  DH6607
 DH6607  STATE/COUNTY-  CA/SHASTA
 DH6607  USGS QUAD   -  ALMANOR (1994)
 DH6607
 DH6607                         *CURRENT SURVEY CONTROL
 DH6607  ___________________________________________________________________
 DH6607* NAD 83(2007)-  40 13 27.58136(N)    121 12 07.68604(W)     ADJUSTED  
 DH6607* NAVD 88     -      1390.0    (meters)    4560.     (feet)  GPS OBS   
 DH6607  ___________________________________________________________________
 DH6607  EPOCH DATE  -        2007.00
 DH6607  X           -  -2,526,937.035 (meters)                     COMP
 DH6607  Y           -  -4,172,118.114 (meters)                     COMP
 DH6607  Z           -   4,097,917.552 (meters)                     COMP
 DH6607  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DH6607  ELLIP HEIGHT-        1366.123 (meters)          (02/10/07) ADJUSTED
 DH6607  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 DH6607
 DH6607  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6607  Type    PID    Designation                      North   East  Ellip
 DH6607  -------------------------------------------------------------------
 DH6607  NETWORK DH6607 89 PLU 37.49                      1.39   1.31   2.96
 DH6607  -------------------------------------------------------------------
 DH6607
 DH6607.The horizontal coordinates were established by GPS observations
 DH6607.and adjusted by the National Geodetic Survey in February 2007.
 DH6607
 DH6607.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6607.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6607.The horizontal coordinates are valid at the epoch date displayed above.
 DH6607.The epoch date for horizontal control is a decimal equivalence
 DH6607.of Year/Month/Day.
 DH6607
 DH6607.The orthometric height was determined by GPS observations and a
 DH6607.high-resolution geoid model.
 DH6607
 DH6607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6607
 DH6607.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6607
 DH6607.The ellipsoidal height was determined by GPS observations
 DH6607.and is referenced to NAD 83.
 DH6607
 DH6607.The geoid height was determined by GEOID03.
 DH6607
 DH6607;                    North         East     Units Scale Factor Converg.
 DH6607;SPC CA 1     -   599,243.874 2,067,905.028   MT  0.99995106   +0 31 18.2
 DH6607;SPC CA 1     - 1,966,019.28  6,784,451.75   sFT  0.99995106   +0 31 18.2
 DH6607;UTM  10      - 4,454,206.046   652,966.062   MT  0.99988804   +1 09 40.5
 DH6607
 DH6607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6607!SPC CA 1     -   0.99978574  x   0.99995106  =   0.99973681
 DH6607!UTM  10      -   0.99978574  x   0.99988804  =   0.99967380
 DH6607
 DH6607                          SUPERSEDED SURVEY CONTROL
 DH6607
 DH6607  NAD 83(1998)-  40 13 27.58048(N)    121 12 07.68541(W) AD(2004.69) B
 DH6607  ELLIP H (09/28/05) 1366.147  (m)                       GP(       ) 4 1
 DH6607
 DH6607.Superseded values are not recommended for survey control.
 DH6607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6607.See file dsdata.txt to determine how the superseded data were derived.
 DH6607
 DH6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK5296654206(NAD 83)
 DH6607_MARKER: DD = SURVEY DISK
 DH6607_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6607_STAMPING: 89 PLU 37.49 2004
 DH6607_MARK LOGO: CSRC  
 DH6607_PROJECTION: FLUSH
 DH6607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6607+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 DH6607_ROD/PIPE-DEPTH: 9.6  meters
 DH6607
 DH6607  HISTORY     - Date     Condition        Report By
 DH6607  HISTORY     - 20040810 MONUMENTED       CADT
 DH6607
 DH6607                          STATION DESCRIPTION
 DH6607
 DH6607'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6607'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 37.49 IN
 DH6607'PLUMAS COUNTY  ABOUT 2 KM NORTHWEST OF ALMANOR WEST, 10 KM
 DH6607'SOUTH-SOUTHEAST OF CHESTER, AND 19 KM  SOUTHWEST OF WESTWOOD.  TO
 DH6607'REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 36  AND HIGHWAY 89
 DH6607'WEST OF CHESTER GO SOUTHERLY ON HIGHWAY 96 7.56 KM TO THE STATION ON
 DH6607'THE LEFT.  THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH
 DH6607'ACCESS COVER SET IN  CONCRETE FLUSH WITH THE GROUND 0.9 M SOUTH OF AN
 DH6607'ORANGE CARSONITE WITNESS POST, 1.2 M  EAST OF A WHITE CARSONITE POST
 DH6607'WITH AMBER RELFECTOR, 15.0 M SOUTHWEST OF A METAL  GUARD POST, AND
 DH6607'47.0 M NORTH OF THE YELLOW STRIPE OF HIGHWAY 89.
 DH6607' 
 DH6607'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6607'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0470 ***********************************************************************
 JT0470  DESIGNATION -  89 S
 JT0470  PID         -  JT0470
 JT0470  STATE/COUNTY-  CA/NAPA
 JT0470  USGS QUAD   -  RUTHERFORD (1973)
 JT0470
 JT0470                         *CURRENT SURVEY CONTROL
 JT0470  ___________________________________________________________________
 JT0470* NAD 83(1986)-  38 24 40.     (N)    122 27 05.     (W)     SCALED    
 JT0470* NAVD 88     -       197.93   (+/-2cm)     649.4    (feet)  VERTCON   
 JT0470  ___________________________________________________________________
 JT0470  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JT0470  VERT ORDER  -  THIRD (See Below)
 JT0470
 JT0470.The horizontal coordinates were scaled from a topographic map and have
 JT0470.an estimated accuracy of +/- 6 seconds.
 JT0470
 JT0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0470.The vertical order pertains to the NGVD 29 superseded value.
 JT0470
 JT0470.The geoid height was determined by GEOID03.
 JT0470
 JT0470;                    North         East    Units  Estimated Accuracy
 JT0470;SPC CA 2     -   582,740.    1,960,580.      MT  (+/- 180 meters Scaled)
 JT0470
 JT0470                          SUPERSEDED SURVEY CONTROL
 JT0470
 JT0470  NGVD 29 (??/??/??)  197.07   (m)          646.6    (f) RESET       3  
 JT0470
 JT0470.Superseded values are not recommended for survey control.
 JT0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0470.See file dsdata.txt to determine how the superseded data were derived.
 JT0470
 JT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH478515(NAD 83)
 JT0470_MARKER: DD = SURVEY DISK
 JT0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT0470_SP_SET: BRIDGE
 JT0470_STAMPING: 89 S 1947
 JT0470_MARK LOGO: USGS  
 JT0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT0470
 JT0470  HISTORY     - Date     Condition        Report By
 JT0470  HISTORY     - 1947     MONUMENTED       USGS
 JT0470  HISTORY     - 1951     GOOD             CGS
 JT0470  HISTORY     - 1960     GOOD             CGS
 JT0470  HISTORY     - 1990     GOOD             USPSQD
 JT0470
 JT0470                          STATION DESCRIPTION
 JT0470
 JT0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JT0470'5 MI SW FROM OAKVILLE.
 JT0470'0.2 MILES SOUTHEAST, THENCE 3.7 MILES SOUTHWEST, THENCE 1.1
 JT0470'MILES WEST ALONG DRY CREEK ROAD, ABOUT 75 YARDS SOUTHEAST OF
 JT0470'ENTERPRISE SCHOOL, AT A CONCRETE BRIDGE OVER DRY CREEK, IN THE TOP
 JT0470'OF THE NORTHEAST END OF THE SOUTHEAST GUARD RAIL, 29.0 FEET
 JT0470'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO THE
 JT0470'SCHOOL, 10.0 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 JT0470'AND SET ABOUT 3.0 FEET HIGHER THAN THE ROAD.
 JT0470
 JT0470                          STATION RECOVERY (1960)
 JT0470
 JT0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0470'RECOVERED IN GOOD CONDITION.
 JT0470
 JT0470                          STATION RECOVERY (1990)
 JT0470
 JT0470'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM)
 JT0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6399 ***********************************************************************
 DH6399  DESIGNATION -  89 SHA 32.51
 DH6399  PID         -  DH6399
 DH6399  STATE/COUNTY-  CA/SHASTA
 DH6399  USGS QUAD   -  BURNEY FALLS (1995)
 DH6399
 DH6399                         *CURRENT SURVEY CONTROL
 DH6399  ___________________________________________________________________
 DH6399* NAD 83(2007)-  41 03 32.31810(N)    121 38 44.73694(W)     ADJUSTED  
 DH6399* NAVD 88     -       967.7    (meters)    3175.     (feet)  GPS OBS   
 DH6399  ___________________________________________________________________
 DH6399  EPOCH DATE  -        2007.00
 DH6399  X           -  -2,527,317.513 (meters)                     COMP
 DH6399  Y           -  -4,100,753.838 (meters)                     COMP
 DH6399  Z           -   4,167,983.707 (meters)                     COMP
 DH6399  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DH6399  ELLIP HEIGHT-         943.321 (meters)          (02/10/07) ADJUSTED
 DH6399  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DH6399
 DH6399  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6399  Type    PID    Designation                      North   East  Ellip
 DH6399  -------------------------------------------------------------------
 DH6399  NETWORK DH6399 89 SHA 32.51                      1.71   1.53   3.43
 DH6399  -------------------------------------------------------------------
 DH6399
 DH6399.The horizontal coordinates were established by GPS observations
 DH6399.and adjusted by the National Geodetic Survey in February 2007.
 DH6399
 DH6399.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6399.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6399.The horizontal coordinates are valid at the epoch date displayed above.
 DH6399.The epoch date for horizontal control is a decimal equivalence
 DH6399.of Year/Month/Day.
 DH6399
 DH6399.The orthometric height was determined by GPS observations and a
 DH6399.high-resolution geoid model.
 DH6399
 DH6399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6399
 DH6399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6399
 DH6399.The ellipsoidal height was determined by GPS observations
 DH6399.and is referenced to NAD 83.
 DH6399
 DH6399.The geoid height was determined by GEOID03.
 DH6399
 DH6399;                    North         East     Units Scale Factor Converg.
 DH6399;SPC CA 1     -   691,671.744 2,029,774.452   MT  0.99990225   +0 13 53.9
 DH6399;SPC CA 1     - 2,269,259.71  6,659,351.68   sFT  0.99990225   +0 13 53.9
 DH6399;UTM  10      - 4,546,187.536   613,793.528   MT  0.99975937   +0 53 22.6
 DH6399
 DH6399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6399!SPC CA 1     -   0.99985205  x   0.99990225  =   0.99975432
 DH6399!UTM  10      -   0.99985205  x   0.99975937  =   0.99961146
 DH6399
 DH6399                          SUPERSEDED SURVEY CONTROL
 DH6399
 DH6399  NAD 83(1998)-  41 03 32.31741(N)    121 38 44.73587(W) AD(2004.69) B
 DH6399  ELLIP H (09/28/05)  943.323  (m)                       GP(       ) 4 1
 DH6399
 DH6399.Superseded values are not recommended for survey control.
 DH6399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6399.See file dsdata.txt to determine how the superseded data were derived.
 DH6399
 DH6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL1379446188(NAD 83)
 DH6399_MARKER: DD = SURVEY DISK
 DH6399_SETTING: 66 = SET IN ROCK OUTCROP
 DH6399_STAMPING: CM 32.51
 DH6399_MARK LOGO: CADT  
 DH6399_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6399+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 DH6399
 DH6399  HISTORY     - Date     Condition        Report By
 DH6399  HISTORY     - 19981020 MONUMENTED       CADT
 DH6399  HISTORY     - 20031223 GOOD             CADT
 DH6399
 DH6399                          STATION DESCRIPTION
 DH6399
 DH6399'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6399'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 32.51 IN
 DH6399'SHASTA COUNTY ABOUT 9  KM SOUTHWEST OF DANA, 16 KM SOUTH-SOUTHEAST OF
 DH6399'PONDOSA, AND 18 KM WEST-NORHTWEST OF  FALL RIVER MILLS.  TO REACH THE
 DH6399'STATION FROM THE INTERSECTION OF SHASTA COUNTY ROAD A-19  AND HIGHWAY
 DH6399'89 NORTHWEST OF DANA GO SOUTHERLY ON HIGHWAY 89 2.97 KM TO DANA ROAD
 DH6399'ON  THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 89 7.09 KM TO THE STATION
 DH6399'ON THE LEFT.  THE  STATION IS A SURVEY DISK EPOXIED TO ROCK OUTCROP
 DH6399'10.1 M NORHTEAST OF THE YELLOW STRIPE  OF HIGHWAY 89, 1.7 M WEST OF AN
 DH6399'ORANGE CARSONITE WITNESS POST, 2.9 M NORTHEAST OF A  WHITE CARSONITE
 DH6399'POST WITH AMBER REFLECTOR, AND 1.37 M NORTHWEST OF A METAL GUARD
 DH6399'POST.
 DH6399' 
 DH6399'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6399'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6608 ***********************************************************************
 DH6608  DESIGNATION -  89 SHA 6.29
 DH6608  PID         -  DH6608
 DH6608  STATE/COUNTY-  CA/SHASTA
 DH6608  USGS QUAD   -  OLD STATION (1995)
 DH6608
 DH6608                         *CURRENT SURVEY CONTROL
 DH6608  ___________________________________________________________________
 DH6608* NAD 83(2007)-  40 44 42.16642(N)    121 28 42.55036(W)     ADJUSTED  
 DH6608* NAVD 88     -      1113.11   (meters)    3651.9    (feet)  LEVELING  
 DH6608  ___________________________________________________________________
 DH6608  EPOCH DATE  -        2007.00
 DH6608  X           -  -2,527,313.781 (meters)                     COMP
 DH6608  Y           -  -4,127,679.416 (meters)                     COMP
 DH6608  Z           -   4,141,724.620 (meters)                     COMP
 DH6608  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DH6608  ELLIP HEIGHT-        1088.958 (meters)          (02/10/07) ADJUSTED
 DH6608  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DH6608
 DH6608  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6608  Type    PID    Designation                      North   East  Ellip
 DH6608  -------------------------------------------------------------------
 DH6608  NETWORK DH6608 89 SHA 6.29                       1.25   1.25   3.04
 DH6608  -------------------------------------------------------------------
 DH6608  VERT ORDER  -  THIRD ?
 DH6608
 DH6608.The horizontal coordinates were established by GPS observations
 DH6608.and adjusted by the National Geodetic Survey in February 2007.
 DH6608
 DH6608.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6608.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6608.The horizontal coordinates are valid at the epoch date displayed above.
 DH6608.The epoch date for horizontal control is a decimal equivalence
 DH6608.of Year/Month/Day.
 DH6608
 DH6608.The orthometric height was determined by differential leveling.
 DH6608.The vertical network tie was performed by a horz. field party for horz.
 DH6608.obs reductions. Reset procedures were used to establish the elevation.
 DH6608
 DH6608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6608
 DH6608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6608
 DH6608.The ellipsoidal height was determined by GPS observations
 DH6608.and is referenced to NAD 83.
 DH6608
 DH6608.The geoid height was determined by GEOID03.
 DH6608
 DH6608;                    North         East     Units Scale Factor Converg.
 DH6608;SPC CA 1     -   656,883.554 2,044,041.451   MT  0.99989587   +0 20 27.6
 DH6608;SPC CA 1     - 2,155,125.46  6,706,159.33   sFT  0.99989587   +0 20 27.6
 DH6608;UTM  10      - 4,511,568.778   628,455.711   MT  0.99980310   +0 59 35.6
 DH6608
 DH6608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6608!SPC CA 1     -   0.99982921  x   0.99989587  =   0.99972510
 DH6608!UTM  10      -   0.99982921  x   0.99980310  =   0.99963234
 DH6608
 DH6608                          SUPERSEDED SURVEY CONTROL
 DH6608
 DH6608  NAD 83(1998)-  40 44 42.16580(N)    121 28 42.55009(W) AD(2004.69) B
 DH6608  ELLIP H (09/28/05) 1088.967  (m)                       GP(       ) 4 1
 DH6608
 DH6608.Superseded values are not recommended for survey control.
 DH6608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6608.See file dsdata.txt to determine how the superseded data were derived.
 DH6608
 DH6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL2845611569(NAD 83)
 DH6608_MARKER: DD = SURVEY DISK
 DH6608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6608+WITH SETTING: INFORMATION.
 DH6608_STAMPING: 89 SHA 6.29 2004
 DH6608_MARK LOGO: CSRC  
 DH6608_PROJECTION: FLUSH
 DH6608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6608+STABILITY: SURFACE MOTION
 DH6608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6608+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 DH6608_ROD/PIPE-DEPTH: 2.5  meters
 DH6608
 DH6608  HISTORY     - Date     Condition        Report By
 DH6608  HISTORY     - 20040714 MONUMENTED       CADT
 DH6608
 DH6608                          STATION DESCRIPTION
 DH6608
 DH6608'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6608'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 6.29 IN
 DH6608'SHASTA COUNTY ABOUT  9 KM NORTHWEST OF OLD STATION, 10 KM SOUTHEAST OF
 DH6608'HAT CREEK, AND 79 KM EAST NORTHEAST  OF REDDING.  TO REACH THE STATION
 DH6608'FROM THE INTERSECTION OF HIGHWAY 44 AND HIGHWAY 89 IN  OLD STATION GO
 DH6608'NORTHERLY ON HIGHWAY 89 6.26 KM TO THE BRIDGE OVER HAT CREEK (BRIDGE
 DH6608'6-85).  CONTINUE NORTHERLY ON HIGHWAY 89 3.86 KM TO THE STATION ON THE
 DH6608'RIGHT.  THE STATION  IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS
 DH6608'COVER SET IN CONCRETE FLUSH WITH THE  GROUND 14.4 M NORTH OF THE
 DH6608'YELLOW STRIPE OF HIGHWAY 89, 0.8 M SOUTH OF AN ORANGE  CARSONITE
 DH6608'WITNESS POST, 0.9 M SOUTH OF THE NORTH RIGHT OF WAY FENCE FOR HIGHWAY
 DH6608'89, 1.1  M EAST OF A WHITE CARSONITE POST WITH AMBER REFLECTOR, 18.9 M
 DH6608'NORTHEAST OF THE NORTH  END OF A 457 MM CULVERT WITH HEADWALL AT
 DH6608'POSTMILE 6.30, AND 56 M WEST OF THE WEST GATE  POST OF A FIELD GATE.
 DH6608'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6608'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6400 ***********************************************************************
 DH6400  DESIGNATION -  89 SIS 1.46
 DH6400  PID         -  DH6400
 DH6400  STATE/COUNTY-  CA/SISKIYOU
 DH6400  USGS QUAD   -  PONDOSA (1990)
 DH6400
 DH6400                         *CURRENT SURVEY CONTROL
 DH6400  ___________________________________________________________________
 DH6400* NAD 83(2007)-  41 11 34.51142(N)    121 44 32.26983(W)     ADJUSTED  
 DH6400* NAVD 88     -      1321.3    (meters)    4335.     (feet)  GPS OBS   
 DH6400  ___________________________________________________________________
 DH6400  EPOCH DATE  -        2007.00
 DH6400  X           -  -2,529,215.453 (meters)                     COMP
 DH6400  Y           -  -4,088,394.867 (meters)                     COMP
 DH6400  Z           -   4,179,423.490 (meters)                     COMP
 DH6400  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DH6400  ELLIP HEIGHT-        1297.358 (meters)          (02/10/07) ADJUSTED
 DH6400  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 DH6400
 DH6400  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6400  Type    PID    Designation                      North   East  Ellip
 DH6400  -------------------------------------------------------------------
 DH6400  NETWORK DH6400 89 SIS 1.46                       1.78   1.57   3.70
 DH6400  -------------------------------------------------------------------
 DH6400
 DH6400.The horizontal coordinates were established by GPS observations
 DH6400.and adjusted by the National Geodetic Survey in February 2007.
 DH6400
 DH6400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6400.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6400.The horizontal coordinates are valid at the epoch date displayed above.
 DH6400.The epoch date for horizontal control is a decimal equivalence
 DH6400.of Year/Month/Day.
 DH6400
 DH6400.The orthometric height was determined by GPS observations and a
 DH6400.high-resolution geoid model.
 DH6400
 DH6400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6400
 DH6400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6400
 DH6400.The ellipsoidal height was determined by GPS observations
 DH6400.and is referenced to NAD 83.
 DH6400
 DH6400.The geoid height was determined by GEOID03.
 DH6400
 DH6400;                    North         East     Units Scale Factor Converg.
 DH6400;SPC CA 1     -   706,517.148 2,021,616.644   MT  0.99991410   +0 10 06.6
 DH6400;SPC CA 1     - 2,317,965.01  6,632,587.27   sFT  0.99991410   +0 10 06.6
 DH6400;UTM  10      - 4,560,935.781   605,466.856   MT  0.99973690   +0 49 42.2
 DH6400
 DH6400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6400!SPC CA 1     -   0.99979654  x   0.99991410  =   0.99971066
 DH6400!UTM  10      -   0.99979654  x   0.99973690  =   0.99953350
 DH6400
 DH6400                          SUPERSEDED SURVEY CONTROL
 DH6400
 DH6400  NAD 83(1998)-  41 11 34.51080(N)    121 44 32.26932(W) AD(2004.69) B
 DH6400  ELLIP H (09/28/05) 1297.363  (m)                       GP(       ) 4 1
 DH6400
 DH6400.Superseded values are not recommended for survey control.
 DH6400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6400.See file dsdata.txt to determine how the superseded data were derived.
 DH6400
 DH6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL0546760936(NAD 83)
 DH6400_MARKER: DD = SURVEY DISK
 DH6400_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6400_SP_SET: TOP SECURITY ROD IN CONC
 DH6400_STAMPING: 89 SIS 1.46 2004
 DH6400_MARK LOGO: CSRC  
 DH6400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6400+STABILITY: SURFACE MOTION
 DH6400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6400+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 DH6400
 DH6400  HISTORY     - Date     Condition        Report By
 DH6400  HISTORY     - 20040728 MONUMENTED       CADT
 DH6400
 DH6400                          STATION DESCRIPTION
 DH6400
 DH6400'DESCRIBED BY CALTRANS 2004 (JRL)
 DH6400'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 1.46 ABOUT
 DH6400'33 KM  NORTHWEST OF FALL RIVER MILLS, 35 KM NORTH OF BURNEY, AND 49.5
 DH6400'KM EAST OF MOUNT SHASTA  CITY.  TO REACH THE STATION FROM THE
 DH6400'INTERSECTION OF HIGHWAY 89 AND SHASTA COUNTY ROAD  A 19 (DANA HIGHWAY)
 DH6400'GO NORTHWEST ON HIGHWAY 89 9.7 KM TO THE STATION ON THE LEFT AT THE
 DH6400'SOUTH END OF A WIDE TURNOUT ON BOTH THE RIGHT AND LEFT SIDES.  THE
 DH6400'STATION IS A SURVEY  DISK ON A METAL ROD SET IN CONCRETE FLUSH WITH
 DH6400'THE GROUND 10.0 M NORTHEAST OF AN  ORANGE CARSONITE WITNESS POST, 6.5
 DH6400'M NORTHEAST OF A WHITE CARSONITE POST WITH  AMBER REFLECTOR, 8.2 M
 DH6400'SOUTHWEST OF A METAL GUIDE POST, 16.4 M WEST OF THE YELLOW  STRIPE OF
 DH6400'HIGHWAY 89, 9.5 M EAST OF THE WEST TOP OF SHOULDER OF THE TURNOUT,
 DH6400'45.2 M  SOUTH OF A 350 MM DIAMETER PINE, AND 45.2 M SOUTH OF MILE
 DH6400'MARKER 1.50.
 DH6400' 
 DH6400'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6400'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DH6401 ***********************************************************************
 DH6401  DESIGNATION -  89 SIS 29.33
 DH6401  PID         -  DH6401
 DH6401  STATE/COUNTY-  CA/SISKIYOU
 DH6401  USGS QUAD   -  MC CLOUD (1986)
 DH6401
 DH6401                         *CURRENT SURVEY CONTROL
 DH6401  ___________________________________________________________________
 DH6401* NAD 83(2007)-  41 16 08.22251(N)    122 12 43.53690(W)     ADJUSTED  
 DH6401* NAVD 88     -      1359.7    (meters)    4461.     (feet)  GPS OBS   
 DH6401  ___________________________________________________________________
 DH6401  EPOCH DATE  -        2007.00
 DH6401  X           -  -2,559,701.002 (meters)                     COMP
 DH6401  Y           -  -4,062,834.155 (meters)                     COMP
 DH6401  Z           -   4,185,800.419 (meters)                     COMP
 DH6401  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DH6401  ELLIP HEIGHT-        1335.790 (meters)          (02/10/07) ADJUSTED
 DH6401  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 DH6401
 DH6401  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH6401  Type    PID    Designation                      North   East  Ellip
 DH6401  -------------------------------------------------------------------
 DH6401  NETWORK DH6401 89 SIS 29.33                      1.18   1.12   2.80
 DH6401  -------------------------------------------------------------------
 DH6401
 DH6401.The horizontal coordinates were established by GPS observations
 DH6401.and adjusted by the National Geodetic Survey in February 2007.
 DH6401
 DH6401.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH6401.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH6401.The horizontal coordinates are valid at the epoch date displayed above.
 DH6401.The epoch date for horizontal control is a decimal equivalence
 DH6401.of Year/Month/Day.
 DH6401
 DH6401.The orthometric height was determined by GPS observations and a
 DH6401.high-resolution geoid model.
 DH6401
 DH6401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6401
 DH6401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6401
 DH6401.The ellipsoidal height was determined by GPS observations
 DH6401.and is referenced to NAD 83.
 DH6401
 DH6401.The geoid height was determined by GEOID03.
 DH6401
 DH6401;                    North         East     Units Scale Factor Converg.
 DH6401;SPC CA 1     -   714,950.043 1,982,229.582   MT  0.99992326   -0 08 19.3
 DH6401;SPC CA 1     - 2,345,631.93  6,503,364.89   sFT  0.99992326   -0 08 19.3
 DH6401;UTM  10      - 4,568,913.149   565,994.321   MT  0.99965360   +0 31 11.0
 DH6401
 DH6401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6401!SPC CA 1     -   0.99979052  x   0.99992326  =   0.99971379
 DH6401!UTM  10      -   0.99979052  x   0.99965360  =   0.99944419
 DH6401
 DH6401                          SUPERSEDED SURVEY CONTROL
 DH6401
 DH6401  NAD 83(1998)-  41 16 08.22193(N)    122 12 43.53761(W) AD(2004.69) B
 DH6401  ELLIP H (09/28/05) 1335.813  (m)                       GP(       ) 4 1
 DH6401
 DH6401.Superseded values are not recommended for survey control.
 DH6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6401.See file dsdata.txt to determine how the superseded data were derived.
 DH6401
 DH6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL6599468913(NAD 83)
 DH6401_MARKER: DD = SURVEY DISK
 DH6401_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH6401_SP_SET: CADT BD ON PIPE IN CONC
 DH6401_STAMPING: 2-89-29.33
 DH6401_MARK LOGO: CADT  
 DH6401_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH6401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6401+STABILITY: SURFACE MOTION
 DH6401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6401+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 DH6401
 DH6401  HISTORY     - Date     Condition        Report By
 DH6401  HISTORY     - 20020521 MONUMENTED       CADT
 DH6401  HISTORY     - 20031223 GOOD             CADT
 DH6401
 DH6401                          STATION DESCRIPTION
 DH6401
 DH6401'DESCRIBED BY CALTRANS 2003 (JRL)
 DH6401'THE STATION IS LOCATED ADJACENT TO HIGHWAY 89 AT POSTMILE 29.33 IN
 DH6401'SISKIYOU COUNTY ABOUT  6 KM WEST-NORTHWEST OF MC CLOUD, 8 KM NORTHEAST
 DH6401'OF DUNSMUIR, AND 10 KM SOUTHEAST OF  MOUNT SHASTA CITY.  TO REACH THE
 DH6401'STATION FROM THE HIGHWAY 89 OVERPASS ABOVE THE  CENTER OF INTERSTATE
 DH6401'HIGHWAY 5 GO EASTERLY ON HIGHWAY 89 420 M TO AZALEA ROAD ON THE  RIGHT
 DH6401'AND MOUNT SHASTA BOULEVARD ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY
 DH6401'89  4.12  KM TO COOLEY RANCH ROAD ON THE RIGHT.  CONTINUE EASTERLY ON
 DH6401'HIGHWAY 89 3.86 KM TO SKI  PARK HIGHWAY ON THE LEFT.  CONTINUE
 DH6401'EASTERLY ON HIGHWAY 89 125 M TO THE STATION ON THE  RIGHT IN A WIDE
 DH6401'TURNOUT AREA.  THE STATION IS A SURVEY DISK EPOXIED TO A PIPE SET
 DH6401'FLUSH IN  CONCRETE 0.9 M SOUTHWEST OF A WHITE CARSONITE POST WITH
 DH6401'AMBER REFLECTOR, 15.5 M  NORTHWEST OF AN ORANGE CARSONITE WITNESS
 DH6401'POST, 17.8 M SOUTH OF THE YELLOW STRIPE OF  HIGHWAY 89, 14.2 M EAST OF
 DH6401'A LANE ENDS SIGN, 15.6 M NORTH OF A 100 MM DIAMETER SNOW DEPTH  POLE,
 DH6401'AND 15.4 M NORTH OF A METAL GUARD POST.
 DH6401' 
 DH6401'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 DH6401'HEIGHT  MODERNIZATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2785 ***********************************************************************
 DX2785  DESIGNATION -  89+20.08 POT C/L CONN RD
 DX2785  PID         -  DX2785
 DX2785  STATE/COUNTY-  CA/RIVERSIDE
 DX2785  USGS QUAD   -  RIVERSIDE WEST (1980)
 DX2785
 DX2785                         *CURRENT SURVEY CONTROL
 DX2785  ___________________________________________________________________
 DX2785* NAD 83(1986)-  33 55 10.     (N)    117 26 04.     (W)     SCALED    
 DX2785* NAVD 88     -       251.209  (meters)     824.17   (feet)  ADJUSTED  
 DX2785  ___________________________________________________________________
 DX2785  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DX2785  DYNAMIC HT  -         250.934 (meters)     823.27  (feet)  COMP
 DX2785  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 DX2785
 DX2785  VERT ORDER  -  FIRST     CLASS I
 DX2785
 DX2785.The horizontal coordinates were scaled from a topographic map and have
 DX2785.an estimated accuracy of +/- 6 seconds.
 DX2785
 DX2785.The orthometric height was determined by differential leveling
 DX2785.and adjusted in June 1991.
 DX2785.WARNING-Repeat measurements at this control monument indicate possible
 DX2785.vertical movement.
 DX2785
 DX2785.The geoid height was determined by GEOID03.
 DX2785
 DX2785.The dynamic height is computed by dividing the NAVD 88
 DX2785.geopotential number by the normal gravity value computed on the
 DX2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX2785.degrees latitude (g = 980.6199 gals.).
 DX2785
 DX2785.The modeled gravity was interpolated from observed gravity values.
 DX2785
 DX2785;                    North         East    Units  Estimated Accuracy
 DX2785;SPC CA 6     -   695,020.    1,890,470.      MT  (+/- 180 meters Scaled)
 DX2785
 DX2785                          SUPERSEDED SURVEY CONTROL
 DX2785
 DX2785  NGVD 29 (??/??/??)  250.465  (m)          821.73   (f) ADJUSTED    1 1
 DX2785
 DX2785.Superseded values are not recommended for survey control.
 DX2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2785.See file dsdata.txt to determine how the superseded data were derived.
 DX2785
 DX2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT598533(NAD 83)
 DX2785_MARKER: DB = BENCH MARK DISK
 DX2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2785_SP_SET: CONCRETE POST
 DX2785_STAMPING: 89+20.08 POT C/L CONN RD
 DX2785_MARK LOGO: CADH  
 DX2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2785+STABILITY: SURFACE MOTION
 DX2785
 DX2785  HISTORY     - Date     Condition        Report By
 DX2785  HISTORY     - UNK      MONUMENTED       CADH
 DX2785  HISTORY     - 1968     GOOD             NGS
 DX2785  HISTORY     - 1974     GOOD             CA-065
 DX2785  HISTORY     - 1977     GOOD             NGS
 DX2785  HISTORY     - 1988     GOOD             NGS
 DX2785
 DX2785                          STATION DESCRIPTION
 DX2785
 DX2785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2785'0.6 MI NE FROM ARLINGTON.
 DX2785'ABOUT 0.5 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 DX2785'FE RAILWAY FROM THE STATION AT ARLINGTON TO THE JACKSON STREET
 DX2785'CROSSING, THENCE 0.3 MILE NORTHWEST ALONG THE CENTERLINE OF
 DX2785'JACKSON STREET AND ACROSS THE RIVERSIDE FREEWAY TO THE MONUMENT
 DX2785'AT THE INTERSECTION OF JACKSON STREET AND DIANA STREET.  A CSDH
 DX2785'BRONZE DISK IN CONCRETE POST IN METAL WALL, CAPPED.
 DX2785
 DX2785                          STATION RECOVERY (1974)
 DX2785
 DX2785'RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1974
 DX2785'RECOVERED IN GOOD CONDITION.
 DX2785
 DX2785                          STATION RECOVERY (1977)
 DX2785
 DX2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX2785'ADD- DIRECTLY IN THE MIDDLE OF THE INTERSECTION.
 DX2785
 DX2785                          STATION RECOVERY (1988)
 DX2785
 DX2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX2785'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 DX2785'OMIT THE PRIOR REFERENCE TO A RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0313 ***********************************************************************
 GU0313  DESIGNATION -  89.27 R
 GU0313  PID         -  GU0313
 GU0313  STATE/COUNTY-  CA/MERCED
 GU0313  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0313
 GU0313                         *CURRENT SURVEY CONTROL
 GU0313  ___________________________________________________________________
 GU0313* NAD 83(1986)-  36 53 51.     (N)    120 48 00.     (W)     SCALED    
 GU0313* NAVD 88     -       104.138  (meters)     341.66   (feet)  ADJUSTED  
 GU0313  ___________________________________________________________________
 GU0313  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 GU0313  DYNAMIC HT  -         104.052 (meters)     341.38  (feet)  COMP
 GU0313  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 GU0313
 GU0313  VERT ORDER  -  FIRST     CLASS I
 GU0313
 GU0313.The horizontal coordinates were scaled from a topographic map and have
 GU0313.an estimated accuracy of +/- 6 seconds.
 GU0313
 GU0313.The orthometric height was determined by differential leveling
 GU0313.and adjusted in June 1991.
 GU0313
 GU0313.The geoid height was determined by GEOID03.
 GU0313
 GU0313.The dynamic height is computed by dividing the NAVD 88
 GU0313.geopotential number by the normal gravity value computed on the
 GU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0313.degrees latitude (g = 980.6199 gals.).
 GU0313
 GU0313.The modeled gravity was interpolated from observed gravity values.
 GU0313
 GU0313;                    North         East    Units  Estimated Accuracy
 GU0313;SPC CA 3     -   544,160.    1,973,260.      MT  (+/- 180 meters Scaled)
 GU0313
 GU0313                          SUPERSEDED SURVEY CONTROL
 GU0313
 GU0313  NGVD 29 (??/??/92)  103.375  (m)          339.16   (f) ADJ UNCH    1 1
 GU0313
 GU0313.Superseded values are not recommended for survey control.
 GU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0313.See file dsdata.txt to determine how the superseded data were derived.
 GU0313
 GU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF960857(NAD 83)
 GU0313_MARKER: DD = SURVEY DISK
 GU0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0313_SP_SET: HEADWALL
 GU0313_STAMPING: 89.27 R
 GU0313_MARK LOGO: BOR   
 GU0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0313+STABILITY: SURFACE MOTION
 GU0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0313+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0313
 GU0313  HISTORY     - Date     Condition        Report By
 GU0313  HISTORY     - UNK      MONUMENTED       BOR
 GU0313  HISTORY     - 1967     GOOD             NGS
 GU0313  HISTORY     - 1975     GOOD             NGS
 GU0313  HISTORY     - 19881122 GOOD             NGS
 GU0313
 GU0313                          STATION DESCRIPTION
 GU0313
 GU0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0313'2.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0313'2.55 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0313'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0313'R11E T12S, SECTION 8, AT THE NORTHWEST END OF A CUT BANK, IN
 GU0313'THE TOP OF THE EAST CORNER OF A 8- BY 12-FOOT CONCRETE DRAIN
 GU0313'INLET STRUCTURE, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GU0313'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU0313
 GU0313                          STATION RECOVERY (1975)
 GU0313
 GU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0313'RECOVERED IN GOOD CONDITION.
 GU0313
 GU0313                          STATION RECOVERY (1988)
 GU0313
 GU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0378 ***********************************************************************
 GU0378  DESIGNATION -  89.3 USBR
 GU0378  PID         -  GU0378
 GU0378  STATE/COUNTY-  CA/MERCED
 GU0378  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0378
 GU0378                         *CURRENT SURVEY CONTROL
 GU0378  ___________________________________________________________________
 GU0378* NAD 83(1986)-  36 55 41.     (N)    120 47 23.     (W)     SCALED    
 GU0378* NAVD 88     -        52.62   (+/-2cm)     172.6    (feet)  VERTCON   
 GU0378  ___________________________________________________________________
 GU0378  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GU0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0378
 GU0378.The horizontal coordinates were scaled from a topographic map and have
 GU0378.an estimated accuracy of +/- 6 seconds.
 GU0378
 GU0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0378.The vertical order pertains to the NGVD 29 superseded value.
 GU0378
 GU0378.The geoid height was determined by GEOID03.
 GU0378
 GU0378;                    North         East    Units  Estimated Accuracy
 GU0378;SPC CA 3     -   547,550.    1,974,190.      MT  (+/- 180 meters Scaled)
 GU0378
 GU0378                          SUPERSEDED SURVEY CONTROL
 GU0378
 GU0378  NGVD 29 (??/??/92)   51.82   (m)          170.0    (f) COMPUTED    2 0
 GU0378
 GU0378.Superseded values are not recommended for survey control.
 GU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0378.See file dsdata.txt to determine how the superseded data were derived.
 GU0378
 GU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF968891(NAD 83)
 GU0378_MARKER: DD = SURVEY DISK
 GU0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0378_SP_SET: DRAIN INLET
 GU0378_STAMPING: MP 89.35
 GU0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0378
 GU0378  HISTORY     - Date     Condition        Report By
 GU0378  HISTORY     - UNK      MONUMENTED       BOR
 GU0378  HISTORY     - 1975     GOOD             NGS
 GU0378
 GU0378                          STATION DESCRIPTION
 GU0378
 GU0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0378'8.3 MI NW FROM ORO LOMA.
 GU0378'8.3 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0378'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0378'ORO LOMA, AT CANAL MILEAGE 89.35, 16 FEET SOUTHWEST OF THE
 GU0378'CENTER LINE OF THE SOUTHWEST LEVEE ROAD, IN THE TOP OF THE
 GU0378'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF 4- BY
 GU0378'6-FOOT CONCRETE BOX DRAIN INLET STRUCTURE 89.35, 3.6 FEET
 GU0378'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, AND ABOUT
 GU0378'LEVEL WITH THE ROAD.  SEC 32, T11S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0377 ***********************************************************************
 GU0377  DESIGNATION -  89.67 USBR
 GU0377  PID         -  GU0377
 GU0377  STATE/COUNTY-  CA/MERCED
 GU0377  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0377
 GU0377                         *CURRENT SURVEY CONTROL
 GU0377  ___________________________________________________________________
 GU0377* NAD 83(1986)-  36 55 35.     (N)    120 47 03.     (W)     SCALED    
 GU0377* NAVD 88     -        50.66   (+/-2cm)     166.2    (feet)  VERTCON   
 GU0377  ___________________________________________________________________
 GU0377  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 GU0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0377
 GU0377.The horizontal coordinates were scaled from a topographic map and have
 GU0377.an estimated accuracy of +/- 6 seconds.
 GU0377
 GU0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0377.The vertical order pertains to the NGVD 29 superseded value.
 GU0377
 GU0377.The geoid height was determined by GEOID03.
 GU0377
 GU0377;                    North         East    Units  Estimated Accuracy
 GU0377;SPC CA 3     -   547,360.    1,974,680.      MT  (+/- 180 meters Scaled)
 GU0377
 GU0377                          SUPERSEDED SURVEY CONTROL
 GU0377
 GU0377  NGVD 29 (??/??/92)   49.863  (m)          163.59   (f) ADJ UNCH    2 0
 GU0377
 GU0377.Superseded values are not recommended for survey control.
 GU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0377.See file dsdata.txt to determine how the superseded data were derived.
 GU0377
 GU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF973890(NAD 83)
 GU0377_MARKER: DD = SURVEY DISK
 GU0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0377_SP_SET: DRAIN INLET
 GU0377_STAMPING: MP 89.67
 GU0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0377
 GU0377  HISTORY     - Date     Condition        Report By
 GU0377  HISTORY     - UNK      MONUMENTED       BOR
 GU0377  HISTORY     - 1975     GOOD             NGS
 GU0377
 GU0377                          STATION DESCRIPTION
 GU0377
 GU0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0377'8 MI NW FROM ORO LOMA.
 GU0377'8.0 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0377'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0377'ORO LOMA, AT CANAL MILEAGE 89.67, 17 1/2 FEET SOUTHWEST OF THE
 GU0377'CENTER LINE OF THE SOUTHWEST LEVEE ROAD, IN THE TOP OF THE CENTER
 GU0377'OF SOUTHWEST CONCRETE HEAD WALL OF DRAIN INLET STRUCTURE 89.67,
 GU0377'AND ABOUT 6 FEET LOWER THAN THE ROAD.  SEC 32, T11S, R11E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0306 ***********************************************************************
 GU0306  DESIGNATION -  89.68 L
 GU0306  PID         -  GU0306
 GU0306  STATE/COUNTY-  CA/MERCED
 GU0306  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0306
 GU0306                         *CURRENT SURVEY CONTROL
 GU0306  ___________________________________________________________________
 GU0306* NAD 83(1986)-  36 53 38.     (N)    120 47 37.     (W)     SCALED    
 GU0306* NAVD 88     -       103.858  (meters)     340.74   (feet)  ADJUSTED  
 GU0306  ___________________________________________________________________
 GU0306  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0306  DYNAMIC HT  -         103.772 (meters)     340.46  (feet)  COMP
 GU0306  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 GU0306
 GU0306  VERT ORDER  -  FIRST     CLASS I
 GU0306
 GU0306.The horizontal coordinates were scaled from a topographic map and have
 GU0306.an estimated accuracy of +/- 6 seconds.
 GU0306
 GU0306.The orthometric height was determined by differential leveling
 GU0306.and adjusted in June 1991.
 GU0306
 GU0306.The geoid height was determined by GEOID03.
 GU0306
 GU0306.The dynamic height is computed by dividing the NAVD 88
 GU0306.geopotential number by the normal gravity value computed on the
 GU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0306.degrees latitude (g = 980.6199 gals.).
 GU0306
 GU0306.The modeled gravity was interpolated from observed gravity values.
 GU0306
 GU0306;                    North         East    Units  Estimated Accuracy
 GU0306;SPC CA 3     -   543,760.    1,973,830.      MT  (+/- 180 meters Scaled)
 GU0306
 GU0306                          SUPERSEDED SURVEY CONTROL
 GU0306
 GU0306  NGVD 29 (??/??/92)  103.372  (m)          339.15   (f) ADJ UNCH    1 1
 GU0306
 GU0306.Superseded values are not recommended for survey control.
 GU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0306.See file dsdata.txt to determine how the superseded data were derived.
 GU0306
 GU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF966853(NAD 83)
 GU0306_MARKER: DD = SURVEY DISK
 GU0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0306_SP_SET: WINGWALL
 GU0306_STAMPING: 89.68 L
 GU0306_MARK LOGO: BOR   
 GU0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0306+STABILITY: SURFACE MOTION
 GU0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0306+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0306
 GU0306  HISTORY     - Date     Condition        Report By
 GU0306  HISTORY     - UNK      MONUMENTED       BOR
 GU0306  HISTORY     - 1967     GOOD             NGS
 GU0306  HISTORY     - 1975     GOOD             NGS
 GU0306  HISTORY     - 19881122 GOOD             NGS
 GU0306
 GU0306                          STATION DESCRIPTION
 GU0306
 GU0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0306'3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0306'2.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0306'AMIGOS PUMP PLANT, AT THE CROSSING OF EAGLE FIELD ROAD, IN THE
 GU0306'TOP OF THE SOUTHEAST CONCRETE WING WALL OF THE EAGLE FIELD
 GU0306'ROAD BRIDGE OVER THE AQUEDUCT, 3.9 FEET WEST OF THE EAST END
 GU0306'OF THE WING WALL, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 GU0306'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 GU0306
 GU0306                          STATION RECOVERY (1975)
 GU0306
 GU0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0306'RECOVERED IN GOOD CONDITION.
 GU0306
 GU0306                          STATION RECOVERY (1988)
 GU0306
 GU0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0307 ***********************************************************************
 GU0307  DESIGNATION -  89.68 R
 GU0307  PID         -  GU0307
 GU0307  STATE/COUNTY-  CA/MERCED
 GU0307  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0307
 GU0307                         *CURRENT SURVEY CONTROL
 GU0307  ___________________________________________________________________
 GU0307* NAD 83(1986)-  36 53 38.     (N)    120 47 42.     (W)     SCALED    
 GU0307* NAVD 88     -       103.59   (+/-2cm)     339.9    (feet)  VERTCON   
 GU0307  ___________________________________________________________________
 GU0307  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GU0307  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0307
 GU0307.The horizontal coordinates were scaled from a topographic map and have
 GU0307.an estimated accuracy of +/- 6 seconds.
 GU0307
 GU0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0307.The vertical order pertains to the NGVD 29 superseded value.
 GU0307
 GU0307.The geoid height was determined by GEOID03.
 GU0307
 GU0307;                    North         East    Units  Estimated Accuracy
 GU0307;SPC CA 3     -   543,760.    1,973,700.      MT  (+/- 180 meters Scaled)
 GU0307
 GU0307                          SUPERSEDED SURVEY CONTROL
 GU0307
 GU0307  NGVD 29 (??/??/92)  102.748  (m)          337.10   (f) ADJ UNCH    1 1
 GU0307
 GU0307.Superseded values are not recommended for survey control.
 GU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0307.See file dsdata.txt to determine how the superseded data were derived.
 GU0307
 GU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF964853(NAD 83)
 GU0307_MARKER: DD = SURVEY DISK
 GU0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0307_SP_SET: CONCRETE OVERCHUTE
 GU0307_STAMPING: 89.68 R
 GU0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0307
 GU0307  HISTORY     - Date     Condition        Report By
 GU0307  HISTORY     - UNK      MONUMENTED       BOR
 GU0307  HISTORY     - 1967     GOOD             NGS
 GU0307  HISTORY     - 1975     GOOD             NGS
 GU0307  HISTORY     - 19881122 MARK NOT FOUND   NGS
 GU0307
 GU0307                          STATION DESCRIPTION
 GU0307
 GU0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0307'3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0307'2.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0307'AMIGOS PUMP PLANT, AT THE CROSSING OF EAGLE ROAD BRIDGE, IN THE
 GU0307'TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL
 GU0307'OF A PIPE OVERCHUTE, 18 FEET NORTH OF THE CENTER LINE OF EAGLE
 GU0307'FIELD ROAD, 1.9 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 GU0307'NORTHWEST WING WALL, 1.8 FEET WEST OF A 10-INCH 15 FEET-HIGH
 GU0307'VERTICAL VENT PIPE, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 GU0307
 GU0307                          STATION RECOVERY (1975)
 GU0307
 GU0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0307'RECOVERED IN GOOD CONDITION.
 GU0307
 GU0307                          STATION RECOVERY (1988)
 GU0307
 GU0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0308 ***********************************************************************
 GU0308  DESIGNATION -  89.69 R
 GU0308  PID         -  GU0308
 GU0308  STATE/COUNTY-  CA/MERCED
 GU0308  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0308
 GU0308                         *CURRENT SURVEY CONTROL
 GU0308  ___________________________________________________________________
 GU0308* NAD 83(1986)-  36 53 37.     (N)    120 47 41.     (W)     SCALED    
 GU0308* NAVD 88     -       104.33   (+/-2cm)     342.3    (feet)  VERTCON   
 GU0308  ___________________________________________________________________
 GU0308  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GU0308  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0308
 GU0308.The horizontal coordinates were scaled from a topographic map and have
 GU0308.an estimated accuracy of +/- 6 seconds.
 GU0308
 GU0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0308.The vertical order pertains to the NGVD 29 superseded value.
 GU0308
 GU0308.The geoid height was determined by GEOID03.
 GU0308
 GU0308;                    North         East    Units  Estimated Accuracy
 GU0308;SPC CA 3     -   543,730.    1,973,730.      MT  (+/- 180 meters Scaled)
 GU0308
 GU0308                          SUPERSEDED SURVEY CONTROL
 GU0308
 GU0308  NGVD 29 (??/??/92)  103.496  (m)          339.55   (f) ADJ UNCH    1 1
 GU0308
 GU0308.Superseded values are not recommended for survey control.
 GU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0308.See file dsdata.txt to determine how the superseded data were derived.
 GU0308
 GU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF965853(NAD 83)
 GU0308_MARKER: DD = SURVEY DISK
 GU0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0308_SP_SET: CONCRETE TURNOUT WALL
 GU0308_STAMPING: 89.69 R
 GU0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0308
 GU0308  HISTORY     - Date     Condition        Report By
 GU0308  HISTORY     - UNK      MONUMENTED       BOR
 GU0308  HISTORY     - 1967     GOOD             NGS
 GU0308  HISTORY     - 1975     GOOD             NGS
 GU0308  HISTORY     - 19881122 MARK NOT FOUND   NGS
 GU0308
 GU0308                          STATION DESCRIPTION
 GU0308
 GU0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0308'3 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0308'2.95 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0308'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0308'R11E T12S, SECTION 17, 0.2 MILE EAST OF BENCH MARK W 663, IN
 GU0308'THE TOP OF THE NORTHWEST END OF THE CONCRETE HEAD WALL FOR A
 GU0308'TURNOUT STRUCTURE, 124 FEET SOUTHEAST OF THE CENTER LINE OF
 GU0308'EAGLE FIELD ROAD, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 GU0308'ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 GU0308
 GU0308                          STATION RECOVERY (1975)
 GU0308
 GU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0308'RECOVERED IN GOOD CONDITION.
 GU0308
 GU0308                          STATION RECOVERY (1988)
 GU0308
 GU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0376 ***********************************************************************
 GU0376  DESIGNATION -  89.93  R USBR
 GU0376  PID         -  GU0376
 GU0376  STATE/COUNTY-  CA/MERCED
 GU0376  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0376
 GU0376                         *CURRENT SURVEY CONTROL
 GU0376  ___________________________________________________________________
 GU0376* NAD 83(1986)-  36 55 29.     (N)    120 46 46.     (W)     SCALED    
 GU0376* NAVD 88     -        51.14   (+/-2cm)     167.8    (feet)  VERTCON   
 GU0376  ___________________________________________________________________
 GU0376  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 GU0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0376
 GU0376.The horizontal coordinates were scaled from a topographic map and have
 GU0376.an estimated accuracy of +/- 6 seconds.
 GU0376
 GU0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0376.The vertical order pertains to the NGVD 29 superseded value.
 GU0376
 GU0376.The geoid height was determined by GEOID03.
 GU0376
 GU0376;                    North         East    Units  Estimated Accuracy
 GU0376;SPC CA 3     -   547,170.    1,975,100.      MT  (+/- 180 meters Scaled)
 GU0376
 GU0376                          SUPERSEDED SURVEY CONTROL
 GU0376
 GU0376  NGVD 29 (??/??/92)   50.34   (m)          165.2    (f) COMPUTED    2 0
 GU0376
 GU0376.Superseded values are not recommended for survey control.
 GU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0376.See file dsdata.txt to determine how the superseded data were derived.
 GU0376
 GU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF977888(NAD 83)
 GU0376_MARKER: DD = SURVEY DISK
 GU0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0376_SP_SET: PIPE OVERCHUTE
 GU0376_STAMPING: 89.93 R
 GU0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0376
 GU0376  HISTORY     - Date     Condition        Report By
 GU0376  HISTORY     - UNK      MONUMENTED       BOR
 GU0376  HISTORY     - 1975     GOOD             NGS
 GU0376
 GU0376                          STATION DESCRIPTION
 GU0376
 GU0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0376'7.8 MI NW FROM ORO LOMA.
 GU0376'7.75 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0376'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0376'ORO LOMA, AT CANAL MILEAGE 89.93, 30 FEET NORTHEAST OF THE
 GU0376'CENTER LINE OF THE SOUTHWEST LEVEE ROAD, IN THE TOP OF THE CENTER
 GU0376'OF THE SOUTHWEST CONCRETE HEAD WALL OF THE SOUTHEAST ONE OF TWO
 GU0376'24-INCH IRON PIPE OVERCHUTES, AND ABOUT LEVEL WITH THE ROAD.
 GU0376'1/4, SEC 4, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0055 ***********************************************************************
 DC0055  DESIGNATION -  890.5 USGS
 DC0055  PID         -  DC0055
 DC0055  STATE/COUNTY-  CA/SAN DIEGO
 DC0055  USGS QUAD   -  TECATE (1975)
 DC0055
 DC0055                         *CURRENT SURVEY CONTROL
 DC0055  ___________________________________________________________________
 DC0055* NAD 83(1986)-  32 36 30.     (N)    116 41 43.     (W)     SCALED    
 DC0055* NAVD 88     -       271.95   (+/-2cm)     892.2    (feet)  VERTCON   
 DC0055  ___________________________________________________________________
 DC0055  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DC0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC0055
 DC0055.The horizontal coordinates were scaled from a topographic map and have
 DC0055.an estimated accuracy of +/- 6 seconds.
 DC0055
 DC0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0055.The vertical order pertains to the NGVD 29 superseded value.
 DC0055
 DC0055.The geoid height was determined by GEOID03.
 DC0055
 DC0055;                    North         East    Units  Estimated Accuracy
 DC0055;SPC CA 6     -   549,070.    1,958,200.      MT  (+/- 180 meters Scaled)
 DC0055
 DC0055                          SUPERSEDED SURVEY CONTROL
 DC0055
 DC0055  NGVD 29 (??/??/??)  271.260  (m)          889.96   (f) ADJUSTED    2 0
 DC0055
 DC0055.Superseded values are not recommended for survey control.
 DC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0055.See file dsdata.txt to determine how the superseded data were derived.
 DC0055
 DC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS285079(NAD 83)
 DC0055_MARKER: Q = CHISELED SQUARE
 DC0055_SETTING: 80 = SET IN A BOULDER
 DC0055_SP_SET: BOULDER
 DC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0055+STABILITY: SURFACE MOTION
 DC0055
 DC0055  HISTORY     - Date     Condition        Report By
 DC0055  HISTORY     - UNK      MONUMENTED       USGS
 DC0055  HISTORY     - 1955     GOOD             NGS
 DC0055
 DC0055                          STATION DESCRIPTION
 DC0055
 DC0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0055'0.8 MI SE FROM BARRETT JUNCTION.
 DC0055'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 94 FROM THE JUNCTION OF
 DC0055'A COUNTY PAVED ROAD AT BARRETT JUNCTION, THENCE 0.6 MILE SOUTHEAST
 DC0055'ALONG OLD STATE HIGHWAY 94, 78.1 FEET SOUTHEAST OF THE SOUTHEAST
 DC0055'CORNER OF A WOODEN TRUSS BRIDGE OVER COTTONWOOD CREEK, ON THE
 DC0055'INSIDE OF A CURVE, AT THE ENTRANCE TO BARRETT SCHOOL, ON THE TOP
 DC0055'OF A GRANITE BOULDER, 47.6 FEET NORTHWEST OF THE CENTER OF THE
 DC0055'NORTH END OF 18-INCH CORRUGATED METAL PIPE CULVERT C - 5.52,
 DC0055'22.9 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2.3
 DC0055'FEET SOUTHWEST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE OLD
 DC0055'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1915 ***********************************************************************
 EW1915  DESIGNATION -  892.4 USGS
 EW1915  PID         -  EW1915
 EW1915  STATE/COUNTY-  CA/LOS ANGELES
 EW1915  USGS QUAD   -  PASADENA (1994)
 EW1915
 EW1915                         *CURRENT SURVEY CONTROL
 EW1915  ___________________________________________________________________
 EW1915* NAD 83(1986)-  34 09 15.     (N)    118 09 01.     (W)     SCALED    
 EW1915* NAVD 88     -       272.83   (+/-2cm)     895.1    (feet)  VERTCON   
 EW1915  ___________________________________________________________________
 EW1915  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EW1915  VERT ORDER  -  THIRD (See Below)
 EW1915
 EW1915.The horizontal coordinates were scaled from a topographic map and have
 EW1915.an estimated accuracy of +/- 6 seconds.
 EW1915
 EW1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1915.The vertical order pertains to the NGVD 29 superseded value.
 EW1915
 EW1915.The geoid height was determined by GEOID03.
 EW1915
 EW1915;                    North         East    Units  Estimated Accuracy
 EW1915;SPC CA 5     -   572,570.    1,986,140.      MT  (+/- 180 meters Scaled)
 EW1915
 EW1915                          SUPERSEDED SURVEY CONTROL
 EW1915
 EW1915  NGVD 29 (??/??/??)  272.04   (m)          892.5    (f) RESET       3  
 EW1915
 EW1915.Superseded values are not recommended for survey control.
 EW1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1915.See file dsdata.txt to determine how the superseded data were derived.
 EW1915
 EW1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT939798(NAD 83)
 EW1915_MARKER: Q = CHISELED SQUARE
 EW1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1915_SP_SET: CURB
 EW1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1915
 EW1915  HISTORY     - Date     Condition        Report By
 EW1915  HISTORY     - UNK      MONUMENTED       USGS
 EW1915  HISTORY     - 1961     GOOD             NGS
 EW1915  HISTORY     - 1967     GOOD             NGS
 EW1915
 EW1915                          STATION DESCRIPTION
 EW1915
 EW1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EW1915'AT PASADENA.
 EW1915'AT PASADENA, AT THE SOUTHWEST CORNER OF FAIR OAKS AVENUE AND
 EW1915'WEST VILLA STREET, IN THE TOP OF THE WEST CONCRETE CURB OF THE
 EW1915'AVENUE, 9 FEET SOUTH OF THE EXTENDED CENTER OF THE SOUTH CURB OF
 EW1915'STREET, 0.8 FOOT EAST OF POWER LINE POLE 4646-MP, AND ABOUT 1/2
 EW1915'FOOT HIGHER THAN THE AVENUE.
 EW1915
 EW1915                          STATION RECOVERY (1967)
 EW1915
 EW1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1912 ***********************************************************************
 EW1912  DESIGNATION -  896 C OF P
 EW1912  PID         -  EW1912
 EW1912  STATE/COUNTY-  CA/LOS ANGELES
 EW1912  USGS QUAD   -  PASADENA (1994)
 EW1912
 EW1912                         *CURRENT SURVEY CONTROL
 EW1912  ___________________________________________________________________
 EW1912* NAD 83(1986)-  34 08 43.     (N)    118 09 38.     (W)     SCALED    
 EW1912* NAVD 88     -       274.04   (+/-2cm)     899.1    (feet)  VERTCON   
 EW1912  ___________________________________________________________________
 EW1912  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EW1912  VERT ORDER  -  THIRD (See Below)
 EW1912
 EW1912.The horizontal coordinates were scaled from a topographic map and have
 EW1912.an estimated accuracy of +/- 6 seconds.
 EW1912
 EW1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1912.The vertical order pertains to the NGVD 29 superseded value.
 EW1912
 EW1912.The geoid height was determined by GEOID03.
 EW1912
 EW1912;                    North         East    Units  Estimated Accuracy
 EW1912;SPC CA 5     -   571,590.    1,985,190.      MT  (+/- 180 meters Scaled)
 EW1912
 EW1912                          SUPERSEDED SURVEY CONTROL
 EW1912
 EW1912  NGVD 29 (??/??/??)  273.25   (m)          896.5    (f) RESET       3  
 EW1912
 EW1912.Superseded values are not recommended for survey control.
 EW1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1912.See file dsdata.txt to determine how the superseded data were derived.
 EW1912
 EW1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT930788(NAD 83)
 EW1912_MARKER: DD = SURVEY DISK
 EW1912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW1912_SP_SET: CURB
 EW1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW1912
 EW1912  HISTORY     - Date     Condition        Report By
 EW1912  HISTORY     - UNK      MONUMENTED       CA2700
 EW1912  HISTORY     - 1961     MARK NOT FOUND   CA2700
 EW1912  HISTORY     - 1967     MARK NOT FOUND   NGS
 EW1912
 EW1912                          STATION DESCRIPTION
 EW1912
 EW1912'DESCRIBED BY CITY OF PASADENA CALIFORNIA 1961
 EW1912'AT PASADENA.
 EW1912'AT PASADENA, AT THE INTERSECTION OF COLORADO STREET AND SOUTH
 EW1912'ORANGE GROVE AVENUE, SOUTHEAST OF FLAGPOLE IN TOP SURFACE OF
 EW1912'CIRCULAR CURB SURROUNDING FLAGPOLE, AND SET IN CONCRETE CURB.
 EW1912
 EW1912                          STATION RECOVERY (1967)
 EW1912
 EW1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EW1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2278 ***********************************************************************
 FU2278  DESIGNATION -  897+58 CAHD
 FU2278  PID         -  FU2278
 FU2278  STATE/COUNTY-  CA/KERN
 FU2278  USGS QUAD   -  CONNER (1973)
 FU2278
 FU2278                         *CURRENT SURVEY CONTROL
 FU2278  ___________________________________________________________________
 FU2278* NAD 83(1986)-  35 10 04.     (N)    119 00 09.     (W)     SCALED    
 FU2278* NAVD 88     -        88.96   (+/-2cm)     291.9    (feet)  VERTCON   
 FU2278  ___________________________________________________________________
 FU2278  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 FU2278  VERT ORDER  -  THIRD (See Below)
 FU2278
 FU2278.The horizontal coordinates were scaled from a topographic map and have
 FU2278.an estimated accuracy of +/- 6 seconds.
 FU2278
 FU2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2278.The vertical order pertains to the NGVD 29 superseded value.
 FU2278
 FU2278.The geoid height was determined by GEOID03.
 FU2278
 FU2278;                    North         East    Units  Estimated Accuracy
 FU2278;SPC CA 5     -   685,460.    1,908,680.      MT  (+/- 180 meters Scaled)
 FU2278
 FU2278                          SUPERSEDED SURVEY CONTROL
 FU2278
 FU2278  NGVD 29 (??/??/??)   88.32   (m)          289.8    (f) RESET       3  
 FU2278
 FU2278.Superseded values are not recommended for survey control.
 FU2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2278.See file dsdata.txt to determine how the superseded data were derived.
 FU2278
 FU2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU176934(NAD 83)
 FU2278_MARKER: DD = SURVEY DISK
 FU2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2278_STAMPING: 897+58 AH 3+27
 FU2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2278+STABILITY: SURFACE MOTION
 FU2278
 FU2278  HISTORY     - Date     Condition        Report By
 FU2278  HISTORY     - UNK      MONUMENTED       CADH
 FU2278  HISTORY     - 1965     GOOD             NGS
 FU2278  HISTORY     - 1970     MARK NOT FOUND
 FU2278
 FU2278                          STATION DESCRIPTION
 FU2278
 FU2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FU2278'8 MI N FROM METTLER.
 FU2278'8.05 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE STATE HIGHWAY
 FU2278'166 OVERPASS AT METTLER, 6.6 MILES SOUTH OF GREENFIELD, 0.3 MILE
 FU2278'SOUTH OF BRIDGE NO. 50.238 (OLD HIGHWAY 99 OVERPASS), 33 FEET
 FU2278'WEST OF THE CENTER LINE OF THE NORTH BOUND LANES OF HIGHWAY, 33
 FU2278'FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF THE
 FU2278'HIGHWAY, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1 1/2 FOOT LOWER
 FU2278'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FU2278'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 FU2278
 FU2278                          STATION RECOVERY (1970)
 FU2278
 FU2278'RECOVERED 1970
 FU2278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU2277 ***********************************************************************
 FU2277  DESIGNATION -  899+31.00 CHAD
 FU2277  PID         -  FU2277
 FU2277  STATE/COUNTY-  CA/KERN
 FU2277  USGS QUAD   -  CONNER (1973)
 FU2277
 FU2277                         *CURRENT SURVEY CONTROL
 FU2277  ___________________________________________________________________
 FU2277* NAD 83(1986)-  35 10 04.     (N)    119 00 09.     (W)     SCALED    
 FU2277* NAVD 88     -        88.94   (+/-2cm)     291.8    (feet)  VERTCON   
 FU2277  ___________________________________________________________________
 FU2277  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 FU2277  VERT ORDER  -  FIRST     CLASS II (See Below)
 FU2277
 FU2277.The horizontal coordinates were scaled from a topographic map and have
 FU2277.an estimated accuracy of +/- 6 seconds.
 FU2277
 FU2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU2277.The vertical order pertains to the NGVD 29 superseded value.
 FU2277
 FU2277.The geoid height was determined by GEOID03.
 FU2277
 FU2277;                    North         East    Units  Estimated Accuracy
 FU2277;SPC CA 5     -   685,460.    1,908,680.      MT  (+/- 180 meters Scaled)
 FU2277
 FU2277                          SUPERSEDED SURVEY CONTROL
 FU2277
 FU2277  NGVD 29 (??/??/92)   88.293  (m)          289.67   (f) ADJ UNCH    1 2
 FU2277
 FU2277.Superseded values are not recommended for survey control.
 FU2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU2277.See file dsdata.txt to determine how the superseded data were derived.
 FU2277
 FU2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU176934(NAD 83)
 FU2277_MARKER: DD = SURVEY DISK
 FU2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU2277_STAMPING: 899+31.00
 FU2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU2277+STABILITY: SURFACE MOTION
 FU2277
 FU2277  HISTORY     - Date     Condition        Report By
 FU2277  HISTORY     - UNK      MONUMENTED       CADH
 FU2277  HISTORY     - 1961     GOOD             NGS
 FU2277  HISTORY     - 1970     MARK NOT FOUND
 FU2277
 FU2277                          STATION DESCRIPTION
 FU2277
 FU2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FU2277'6.6 MI S FROM GREENFIELD.
 FU2277'6.6 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE GREENFIELD BANK
 FU2277'AT GREENFIELD, IN R28E T32S, AT THE SOUTH END OF A CURVE, BETWEEN
 FU2277'THE EAST AND WEST LANES OF THE HIGHWAY, 36 1/2 FEET WEST OF THE
 FU2277'CENTER LINE OF THE EAST LANES, 35 FEET EAST OF THE CENTER
 FU2277'LINE OF WEST LANES, 0.6 FOOT SOUTH OF A STEEL STATION MARKER
 FU2277'POST, ABOUT 3 FEET LOWER THAN THE EAST LANES, AND SET IN THE TOP
 FU2277'OF A CONCRETE POST FLUSH WITH THE GROUND.
 FU2277
 FU2277                          STATION RECOVERY (1970)
 FU2277
 FU2277'RECOVERED 1970
 FU2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0678 ***********************************************************************
 DX0678  DESIGNATION -  9
 DX0678  PID         -  DX0678
 DX0678  STATE/COUNTY-  CA/RIVERSIDE
 DX0678  USGS QUAD   -  INDIO (1972)
 DX0678
 DX0678                         *CURRENT SURVEY CONTROL
 DX0678  ___________________________________________________________________
 DX0678* NAD 83(1986)-  33 42 35.     (N)    116 12 00.     (W)     SCALED    
 DX0678* NAVD 88     -        -8.63   (+/-2cm)     -28.3    (feet)  VERTCON   
 DX0678  ___________________________________________________________________
 DX0678  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DX0678  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0678
 DX0678.The horizontal coordinates were scaled from a topographic map and have
 DX0678.an estimated accuracy of +/- 6 seconds.
 DX0678
 DX0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0678.The vertical order pertains to the NGVD 29 superseded value.
 DX0678
 DX0678.The geoid height was determined by GEOID03.
 DX0678
 DX0678;                    North         East    Units  Estimated Accuracy
 DX0678;SPC CA 6     -   671,130.    2,004,640.      MT  (+/- 180 meters Scaled)
 DX0678
 DX0678                          SUPERSEDED SURVEY CONTROL
 DX0678
 DX0678  NGVD 29 (??/??/??)   -9.296  (m)          -30.50   (f) ADJUSTED    1 2
 DX0678
 DX0678.Superseded values are not recommended for survey control.
 DX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0678.See file dsdata.txt to determine how the superseded data were derived.
 DX0678
 DX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT741302(NAD 83)
 DX0678_MARKER: DD = SURVEY DISK
 DX0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0678_STAMPING: 9
 DX0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0678+STABILITY: SURFACE MOTION
 DX0678
 DX0678  HISTORY     - Date     Condition        Report By
 DX0678  HISTORY     - UNK      MONUMENTED       CADH
 DX0678  HISTORY     - 1956     GOOD             NGS
 DX0678
 DX0678                          STATION DESCRIPTION
 DX0678
 DX0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DX0678'1.2 MI SE FROM INDIO.
 DX0678'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN
 DX0678'PACIFIC COMPANY RAILROAD STATION AT INDIO, ABOUT MIDWAY BETWEEN
 DX0678'DATE AND MAPLE STREETS, ALONG THE TRAFFIC ISLAND OF THE DIVIDED
 DX0678'HIGHWAY, 8.7 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 DX0678'SOUTHWEST TRAFFIC LANE, 8.7 FEET SOUTHWEST OF THE SOUTHWEST
 DX0678'CURB OF THE NORTHEAST TRAFFIC LANE, ABOUT 1/2 FOOT HIGHER THAN
 DX0678'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DX0678'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0214 ***********************************************************************
 DX0214  DESIGNATION -  9
 DX0214  PID         -  DX0214
 DX0214  STATE/COUNTY-  CA/SAN DIEGO
 DX0214  USGS QUAD   -  JULIAN (1988)
 DX0214
 DX0214                         *CURRENT SURVEY CONTROL
 DX0214  ___________________________________________________________________
 DX0214* NAD 83(1986)-  33 04 29.     (N)    116 33 40.     (W)     SCALED    
 DX0214* NAVD 88     -       921.25   (+/-2cm)    3022.5    (feet)  VERTCON   
 DX0214  ___________________________________________________________________
 DX0214  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DX0214  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX0214
 DX0214.The horizontal coordinates were scaled from a topographic map and have
 DX0214.an estimated accuracy of +/- 6 seconds.
 DX0214
 DX0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0214.The vertical order pertains to the NGVD 29 superseded value.
 DX0214
 DX0214.The geoid height was determined by GEOID03.
 DX0214
 DX0214;                    North         East    Units  Estimated Accuracy
 DX0214;SPC CA 6     -   600,750.    1,970,950.      MT  (+/- 180 meters Scaled)
 DX0214
 DX0214                          SUPERSEDED SURVEY CONTROL
 DX0214
 DX0214  NGVD 29 (??/??/??)  920.497  (m)         3020.00   (f) ADJUSTED    1 2
 DX0214
 DX0214.Superseded values are not recommended for survey control.
 DX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0214.See file dsdata.txt to determine how the superseded data were derived.
 DX0214
 DX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS409596(NAD 83)
 DX0214_MARKER: DD = SURVEY DISK
 DX0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0214_STAMPING: NO 9 198 E ELEV 3020.053 FT
 DX0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0214+STABILITY: SURFACE MOTION
 DX0214
 DX0214  HISTORY     - Date     Condition        Report By
 DX0214  HISTORY     - UNK      MONUMENTED       CADH
 DX0214  HISTORY     - 1968     GOOD             CA-073
 DX0214  HISTORY     - 1970     GOOD             CA-073
 DX0214  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX0214
 DX0214                          STATION DESCRIPTION
 DX0214
 DX0214'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968
 DX0214'5.3 MI E FROM JULIAN.
 DX0214'5.3 MILES EAST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DX0214'JULIAN, AT THE SE END OF A SHARP CURVE, IN THE APPROXIMATE CENTER
 DX0214'OF A TURNOUT, 23.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DX0214'1.6 FEET NE OF A WHITE 2-INCH IRON PIPE WHICH PROJECTS 2 FEET
 DX0214'ABOVE THE GROUND, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND
 DX0214'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A
 DX0214'STANDARD BRONZE DISK STAMPED NO 9 198 E ELEV 3020.053 FT.  T13S
 DX0214'R4E 03.
 DX0214
 DX0214                          STATION RECOVERY (1970)
 DX0214
 DX0214'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DX0214'RECOVERED IN GOOD CONDITION.
 DX0214
 DX0214                          STATION RECOVERY (1978)
 DX0214
 DX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1122 ***********************************************************************
 HS1122  DESIGNATION -  9
 HS1122  PID         -  HS1122
 HS1122  STATE/COUNTY-  CA/MADERA
 HS1122  USGS QUAD   -  BLISS RANCH (1977)
 HS1122
 HS1122                         *CURRENT SURVEY CONTROL
 HS1122  ___________________________________________________________________
 HS1122* NAD 83(1986)-  37 01 05.     (N)    120 28 27.     (W)     SCALED    
 HS1122* NAVD 88     -        40.25   (+/-2cm)     132.1    (feet)  VERTCON   
 HS1122  ___________________________________________________________________
 HS1122  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HS1122  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1122
 HS1122.The horizontal coordinates were scaled from a topographic map and have
 HS1122.an estimated accuracy of +/- 6 seconds.
 HS1122
 HS1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1122.The vertical order pertains to the NGVD 29 superseded value.
 HS1122
 HS1122.The geoid height was determined by GEOID03.
 HS1122
 HS1122;                    North         East    Units  Estimated Accuracy
 HS1122;SPC CA 3     -   557,500.    2,002,300.      MT  (+/- 180 meters Scaled)
 HS1122
 HS1122                          SUPERSEDED SURVEY CONTROL
 HS1122
 HS1122  NGVD 29 (??/??/92)   39.564  (m)          129.80   (f) ADJ UNCH    1 2
 HS1122
 HS1122.Superseded values are not recommended for survey control.
 HS1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1122.See file dsdata.txt to determine how the superseded data were derived.
 HS1122
 HS1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF247998(NAD 83)
 HS1122_MARKER: DD = SURVEY DISK
 HS1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HS1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HS1122_STAMPING: RE 11680-9 1960
 HS1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HS1122+STABILITY: SURFACE MOTION
 HS1122
 HS1122  HISTORY     - Date     Condition        Report By
 HS1122  HISTORY     - 1960     MONUMENTED       CGS
 HS1122  HISTORY     - 1965     GOOD             NGS
 HS1122
 HS1122                          STATION DESCRIPTION
 HS1122
 HS1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS1122'5.4 MI SE FROM RED TOP.
 HS1122'1.0 MILE EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT
 HS1122'RED TOP, THENCE 4.4 MILES SOUTH ALONG ROAD 4, IN R14E T10S,
 HS1122'SECTION 31, 67 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 HS1122'12.55 FEET NORTHEAST OF BENCH MARK Q 562, 24 1/2 FEET WEST OF THE
 HS1122'NORTHWEST CORNER OF A STEEL CATTLEGUARD, 2.8 FEET NORTH OF A
 HS1122'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE
 HS1122'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0904 ***********************************************************************
 HR0904  DESIGNATION -  9
 HR0904  PID         -  HR0904
 HR0904  STATE/COUNTY-  CA/TUOLUMNE
 HR0904  USGS QUAD   -  LAKE ELEANOR (1992)
 HR0904
 HR0904                         *CURRENT SURVEY CONTROL
 HR0904  ___________________________________________________________________
 HR0904* NAD 83(1986)-  37 52 48.     (N)    119 52 13.     (W)     SCALED    
 HR0904* NAVD 88     -      1333.40   (+/-2cm)    4374.7    (feet)  VERTCON   
 HR0904  ___________________________________________________________________
 HR0904  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HR0904  VERT ORDER  -  FIRST     CLASS II (See Below)
 HR0904
 HR0904.The horizontal coordinates were scaled from a topographic map and have
 HR0904.an estimated accuracy of +/- 6 seconds.
 HR0904
 HR0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0904.The vertical order pertains to the NGVD 29 superseded value.
 HR0904
 HR0904.The geoid height was determined by GEOID03.
 HR0904
 HR0904;                    North         East    Units  Estimated Accuracy
 HR0904;SPC CA 3     -   653,340.    2,055,400.      MT  (+/- 180 meters Scaled)
 HR0904
 HR0904                          SUPERSEDED SURVEY CONTROL
 HR0904
 HR0904  NGVD 29 (??/??/92) 1332.484  (m)         4371.66   (f) ADJ UNCH    1 2
 HR0904
 HR0904.Superseded values are not recommended for survey control.
 HR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0904.See file dsdata.txt to determine how the superseded data were derived.
 HR0904
 HR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB475963(NAD 83)
 HR0904_MARKER: DD = SURVEY DISK
 HR0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HR0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HR0904_STAMPING: 9
 HR0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0904+STABILITY: SURFACE MOTION
 HR0904
 HR0904  HISTORY     - Date     Condition        Report By
 HR0904  HISTORY     - UNK      MONUMENTED       HHWS
 HR0904  HISTORY     - 1956     GOOD             NGS
 HR0904  HISTORY     - 19861022 MARK NOT FOUND   USPSQD
 HR0904
 HR0904                          STATION DESCRIPTION
 HR0904
 HR0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HR0904'1 MI W FROM MATHER.
 HR0904'1.0 MILE WEST ALONG THE MATHER ROAD FROM THE POST OFFICE AT
 HR0904'MATHER, ON THE OUTSIDE OF A CURVE, 59 FEET SOUTHEAST OF AND
 HR0904'ACROSS THE ROAD FROM A 9-INCH LONE FIR TREE, 12 1/2 FEET SOUTH
 HR0904'OF THE CENTER LINE OF THE ROAD, 1.0 FEET NORTH OF A WITNESS
 HR0904'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 HR0904'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 HR0904
 HR0904                          STATION RECOVERY (1986)
 HR0904
 HR0904'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML)
 HR0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HQ0299 ***********************************************************************
 HQ0299  DESIGNATION -  9
 HQ0299  PID         -  HQ0299
 HQ0299  STATE/COUNTY-  CA/INYO
 HQ0299  USGS QUAD   -  CHOCOLATE MOUNTAIN (1988)
 HQ0299
 HQ0299                         *CURRENT SURVEY CONTROL
 HQ0299  ___________________________________________________________________
 HQ0299* NAD 83(1986)-  37 25 50.     (N)    117 56 16.     (W)     SCALED    
 HQ0299* NAVD 88     -      1941.340  (meters)    6369.21   (feet)  ADJUSTED  
 HQ0299  ___________________________________________________________________
 HQ0299  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HQ0299  DYNAMIC HT  -        1939.068 (meters)    6361.76  (feet)  COMP
 HQ0299  MODELED GRAV-     979,389.9   (mgal)                       NAVD 88
 HQ0299
 HQ0299  VERT ORDER  -  SECOND    CLASS 0
 HQ0299
 HQ0299.The horizontal coordinates were scaled from a topographic map and have
 HQ0299.an estimated accuracy of +/- 6 seconds.
 HQ0299
 HQ0299.The orthometric height was determined by differential leveling
 HQ0299.and adjusted in June 1991.
 HQ0299
 HQ0299.The geoid height was determined by GEOID03.
 HQ0299
 HQ0299.The dynamic height is computed by dividing the NAVD 88
 HQ0299.geopotential number by the normal gravity value computed on the
 HQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HQ0299.degrees latitude (g = 980.6199 gals.).
 HQ0299
 HQ0299.The modeled gravity was interpolated from observed gravity values.
 HQ0299
 HQ0299;                    North         East    Units  Estimated Accuracy
 HQ0299;SPC CA 4     -   733,240.    2,094,020.      MT  (+/- 180 meters Scaled)
 HQ0299
 HQ0299                          SUPERSEDED SURVEY CONTROL
 HQ0299
 HQ0299  NGVD 29 (??/??/92) 1940.237  (m)         6365.59   (f) ADJ UNCH    2 0
 HQ0299
 HQ0299.Superseded values are not recommended for survey control.
 HQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HQ0299.See file dsdata.txt to determine how the superseded data were derived.
 HQ0299
 HQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMB170430(NAD 83)
 HQ0299_MARKER: P = PIPE CAP
 HQ0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HQ0299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HQ0299_STAMPING: 9
 HQ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HQ0299
 HQ0299  HISTORY     - Date     Condition        Report By
 HQ0299  HISTORY     - UNK      MONUMENTED       USGS
 HQ0299  HISTORY     - 1939     GOOD             NGS
 HQ0299  HISTORY     - 1984     GOOD             USGS
 HQ0299
 HQ0299                          STATION DESCRIPTION
 HQ0299
 HQ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HQ0299'5 MI SW FROM OASIS.
 HQ0299'IN INYO COUNTY, 5.0 MILES SOUTHWEST ALONG THE ROAD LEADING TO
 HQ0299'BIGPINE FROM OASIS, MONO COUNTY, AND 33 FEET EAST OF THE
 HQ0299'CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 HQ0299'STANDARD CAP, STAMPED 9 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HQ0299'IRON PIPE.
 HQ0299
 HQ0299                          STATION RECOVERY (1984)
 HQ0299
 HQ0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 HQ0299'5.0 MILES SOUTHWEST OF OASIS CA. 168, AT THE NORTH END OF A LARGE
 HQ0299'CLEARING AT GILBERT SUMMIT, 45 FT. EAST OF THE CENTERLINE OF THE
 HQ0299'HIGHWAY, 17 FT. SOUTHEAST OF THE 'GILBERT SUMMIT' SIGN, 1.5 FT. WEST
 HQ0299'OF A 4 X 4 WITNESS POST, A USGS STANDARD CAP, STAMPED '6371 B F 9
 HQ0299'1905', RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.2
 HQ0299'FT. ABOVE GROUND LEVEL. NOTE: THIS BENCH MARK HAS BEEN DISTURBED. IT
 HQ0299'IS PRESENTLY LEANING ABOUT 20 DEGREE FROM VERTICAL, BUT STILL FIRM.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0935 ***********************************************************************
 HS0935  DESIGNATION -  9
 HS0935  PID         -  HS0935
 HS0935  STATE/COUNTY-  CA/TUOLUMNE
 HS0935  USGS QUAD   -  MOCCASIN (1987)
 HS0935
 HS0935                         *CURRENT SURVEY CONTROL
 HS0935  ___________________________________________________________________
 HS0935* NAD 83(1986)-  37 49 47.     (N)    120 19 40.     (W)     SCALED    
 HS0935* NAVD 88     -       274.04   (+/-2cm)     899.1    (feet)  VERTCON   
 HS0935  ___________________________________________________________________
 HS0935  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HS0935  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0935
 HS0935.The horizontal coordinates were scaled from a topographic map and have
 HS0935.an estimated accuracy of +/- 6 seconds.
 HS0935
 HS0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0935.The vertical order pertains to the NGVD 29 superseded value.
 HS0935
 HS0935.The geoid height was determined by GEOID03.
 HS0935
 HS0935;                    North         East    Units  Estimated Accuracy
 HS0935;SPC CA 3     -   647,590.    2,015,160.      MT  (+/- 180 meters Scaled)
 HS0935
 HS0935                          SUPERSEDED SURVEY CONTROL
 HS0935
 HS0935  NGVD 29 (??/??/92)  273.30   (m)          896.7    (f) COMPUTED    1 2
 HS0935
 HS0935.Superseded values are not recommended for survey control.
 HS0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0935.See file dsdata.txt to determine how the superseded data were derived.
 HS0935
 HS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG351902(NAD 83)
 HS0935_MARKER: DD = SURVEY DISK
 HS0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0935_SP_SET: CULVERT
 HS0935_STAMPING: 9
 HS0935_MARK LOGO: CADH  
 HS0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0935
 HS0935  HISTORY     - Date     Condition        Report By
 HS0935  HISTORY     - UNK      MONUMENTED       CADH
 HS0935  HISTORY     - 1956     GOOD             CGS
 HS0935
 HS0935                          STATION DESCRIPTION
 HS0935
 HS0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0935'1.1 MI NE FROM MT RIVER LODGE.
 HS0935'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE MOUNTAIN
 HS0935'RIVER LODGE, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 HS0935'CONCRETE HEAD WALL OF 15-INCH CORRUGATED METAL PIPE CULVERT
 HS0935'B 75-28, 21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HS0935'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 LU0190 ***********************************************************************
 LU0190  DESIGNATION -  9
 LU0190  PID         -  LU0190
 LU0190  STATE/COUNTY-  CA/SHASTA
 LU0190  USGS QUAD   -  COTTONWOOD (1965)
 LU0190
 LU0190                         *CURRENT SURVEY CONTROL
 LU0190  ___________________________________________________________________
 LU0190* NAD 83(1986)-  40 29 58.     (N)    122 22 23.     (W)     SCALED    
 LU0190* NAVD 88     -       146.038  (meters)     479.13   (feet)  ADJUSTED  
 LU0190  ___________________________________________________________________
 LU0190  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 LU0190  DYNAMIC HT  -         145.964 (meters)     478.88  (feet)  COMP
 LU0190  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LU0190
 LU0190  VERT ORDER  -  FIRST     CLASS II
 LU0190
 LU0190.The horizontal coordinates were scaled from a topographic map and have
 LU0190.an estimated accuracy of +/- 6 seconds.
 LU0190
 LU0190.The orthometric height was determined by differential leveling
 LU0190.and adjusted in June 1991.
 LU0190
 LU0190.The geoid height was determined by GEOID03.
 LU0190
 LU0190.The dynamic height is computed by dividing the NAVD 88
 LU0190.geopotential number by the normal gravity value computed on the
 LU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0190.degrees latitude (g = 980.6199 gals.).
 LU0190
 LU0190.The modeled gravity was interpolated from observed gravity values.
 LU0190
 LU0190;                    North         East    Units  Estimated Accuracy
 LU0190;SPC CA 1     -   629,550.    1,968,380.      MT  (+/- 180 meters Scaled)
 LU0190
 LU0190                          SUPERSEDED SURVEY CONTROL
 LU0190
 LU0190  NGVD 29 (??/??/92)  145.245  (m)          476.52   (f) ADJ UNCH    1 2
 LU0190
 LU0190.Superseded values are not recommended for survey control.
 LU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0190.See file dsdata.txt to determine how the superseded data were derived.
 LU0190
 LU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK531833(NAD 83)
 LU0190_MARKER: DD = SURVEY DISK
 LU0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU0190_STAMPING: 9
 LU0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0190+STABILITY: SURFACE MOTION
 LU0190
 LU0190  HISTORY     - Date     Condition        Report By
 LU0190  HISTORY     - UNK      MONUMENTED       CADH
 LU0190  HISTORY     - 1947     GOOD             NGS
 LU0190  HISTORY     - 1964     MARK NOT FOUND
 LU0190  HISTORY     - 19880622 MARK NOT FOUND   NGS
 LU0190
 LU0190                          STATION DESCRIPTION
 LU0190
 LU0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LU0190'6.1 MI S FROM REDDING.
 LU0190'6.1 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 LU0190'STATION AT REDDING, 0.6 MILE SOUTHEAST OF THE SOUTHEAST END OF
 LU0190'A BRIDGE OVER THE ANDERSON-COTTONWOOD CANAL, 2 1/2 RAILS NORTHWEST
 LU0190'OF RAILROAD CULVERT 252.43, 46.2 FEET SOUTHWEST OF THE SOUTHWEST
 LU0190'RAIL, 30 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 99,
 LU0190'19 FEET WEST OF A LONE PINE TREE, AND SET IN THE TOP OF A
 LU0190'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 LU0190
 LU0190                          STATION RECOVERY (1964)
 LU0190
 LU0190'RECOVERED 1964
 LU0190'MARK NOT FOUND.
 LU0190
 LU0190                          STATION RECOVERY (1988)
 LU0190
 LU0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX4056 ***********************************************************************
 DX4056  DESIGNATION -  9
 DX4056  PID         -  DX4056
 DX4056  STATE/COUNTY-  CA/SAN DIEGO
 DX4056  USGS QUAD   -  MORRO HILL (1968)
 DX4056
 DX4056                         *CURRENT SURVEY CONTROL
 DX4056  ___________________________________________________________________
 DX4056* NAD 83(1992)-  33 17 02.35067(N)    117 20 13.28539(W)     ADJUSTED  
 DX4056* NAVD 88     -       476.     (meters)    1562.     (feet)  VERTCON   
 DX4056  ___________________________________________________________________
 DX4056  EPOCH DATE  -        1991.35
 DX4056  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 DX4056  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DX4056  HORZ ORDER  -  THIRD
 DX4056
 DX4056.The horizontal coordinates were established by classical geodetic methods
 DX4056.and adjusted by the National Geodetic Survey in June 1996.
 DX4056.The horizontal coordinates are valid at the epoch date displayed above.
 DX4056.The epoch date for horizontal control is a decimal equivalence
 DX4056.of Year/Month/Day.
 DX4056
 DX4056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX4056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX4056
 DX4056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DX4056
 DX4056.The geoid height was determined by GEOID03.
 DX4056
 DX4056;                    North         East     Units Scale Factor Converg.
 DX4056;SPC CA 6     -   624,441.306 1,898,747.267   MT  0.99995452   -0 35 50.4
 DX4056;SPC CA 6     - 2,048,687.85  6,229,473.33   sFT  0.99995452   -0 35 50.4
 DX4056;UTM  11      - 3,682,821.062   468,617.823   MT  0.99961214   -0 11 05.8
 DX4056
 DX4056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DX4056!SPC CA 6     -   0.99993067  x   0.99995452  =   0.99988519
 DX4056!UTM  11      -   0.99993067  x   0.99961214  =   0.99954283
 DX4056
 DX4056:                Primary Azimuth Mark                     Grid Az
 DX4056:SPC CA 6     -  MORRO                                    074 41 10.5
 DX4056:UTM  11      -  MORRO                                    074 16 25.9
 DX4056
 DX4056|---------------------------------------------------------------------|
 DX4056| PID    Reference Object                     Distance      Geod. Az  |
 DX4056|                                                           dddmmss.s |
 DX4056| DX4053 MORRO                               APPROX. 6.5 KM 0740520.1 |
 DX4056|---------------------------------------------------------------------|
 DX4056
 DX4056                          SUPERSEDED SURVEY CONTROL
 DX4056
 DX4056  NAD 83(1986)-  33 17 02.34994(N)    117 20 13.28551(W) AD(1984.00) 3
 DX4056  NAD 27      -  33 17 02.22791(N)    117 20 10.14828(W) AD(       ) 3
 DX4056  NGVD 29 (07/19/86)  475.     (m)         1558.     (f) VERT ANG    3  
 DX4056
 DX4056.Superseded values are not recommended for survey control.
 DX4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX4056.See file dsdata.txt to determine how the superseded data were derived.
 DX4056
 DX4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS6861882821(NAD 83)
 DX4056_MARKER: DD = SURVEY DISK
 DX4056_SETTING: 0 = UNSPECIFIED SETTING
 DX4056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX4056
 DX4056  HISTORY     - Date     Condition        Report By
 DX4056  HISTORY     - 1939     MONUMENTED       USE
 DX4056
 DX4056                          STATION DESCRIPTION
 DX4056
 DX4056'DESCRIBED BY US ENGINEERS 1939
 DX4056'MARK IS A DISK SET IN CONCRETE MONUMENT STAMPED TRI 9, V.A. 580,
 DX4056'1651.  5531.  2363.
 DX4056'
 DX4056'STATION IS LOCATED ON HIGH POINT OF RIDGE SOUTHEAST OF SANTA
 DX4056'MARGARITA RIVER VALLEY, ABOUT 1.0 MILE SOUTH OF RANCH HOUSE.
 DX4056'
 DX4056'TO REACH FROM OCEANSIDE, GO 2.1 MILES NORTHWEST ALONG COAST HIGHWAY
 DX4056'TO FALLBROOK JUNCTION, TURN RIGHT ONTO PRIVATE ROAD JUST BEFORE
 DX4056'CROSSING SANTA MARGARITA RIVER AND PROCEED UP RIVER VALLEY FOR
 DX4056'5.5 MILES TO ALFALFA HAY FIELDS ON SOUTHEAST SIDE OF ROAD, TURN
 DX4056'RIGHT ONTO THIRD LEVEE AND FOLLOW TO ITS END.  STATION IS ABOUT
 DX4056'1.5 MILES EAST OF THIS POINT AND CAN BE REACHED BY CROSSING LOW
 DX4056'RIDGE AND VALLEY.
 DX4056'
 DX4056'REFERENCE MARK 1 IS STANDARD DISK SET IN CONCRETE MONUMENT STAMPED
 DX4056'R.M. 1, TRI. 9, 32 FEET.
 DX4056'
 DX4056'REFERENCE MARK 2 IS STANDARD DISK SET IN CONCRETE MONUMENT STAMPED
 DX4056'R.M. 2, TRI 9, 41 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MX1223 ***********************************************************************
 MX1223  DESIGNATION -  9
 MX1223  PID         -  MX1223
 MX1223  STATE/COUNTY-  CA/HUMBOLDT
 MX1223  USGS QUAD   -  WEITCHPEC (1979)
 MX1223
 MX1223                         *CURRENT SURVEY CONTROL
 MX1223  ___________________________________________________________________
 MX1223* NAD 83(1992)-  41 14 12.47984(N)    123 42 49.38899(W)     ADJUSTED  
 MX1223* NAVD 88     -      1327.     (meters)    4354.     (feet)  SCALED    
 MX1223  ___________________________________________________________________
 MX1223  EPOCH DATE  -        1991.35
 MX1223  LAPLACE CORR-          10.08  (seconds)                    DEFLEC99
 MX1223  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 MX1223  HORZ ORDER  -  SECOND
 MX1223
 MX1223.The horizontal coordinates were established by classical geodetic methods
 MX1223.and adjusted by the National Geodetic Survey in March 1994.
 MX1223.The horizontal coordinates are valid at the epoch date displayed above.
 MX1223.The epoch date for horizontal control is a decimal equivalence
 MX1223.of Year/Month/Day.
 MX1223
 MX1223.The orthometric height was scaled from a topographic map.
 MX1223
 MX1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MX1223
 MX1223.The geoid height was determined by GEOID03.
 MX1223
 MX1223;                    North         East     Units Scale Factor Converg.
 MX1223;SPC CA 1     -   712,762.933 1,856,353.958   MT  0.99991917   -1 07 14.1
 MX1223;SPC CA 1     - 2,338,456.39  6,090,387.94   sFT  0.99991917   -1 07 14.1
 MX1223;UTM  10      - 4,565,290.205   440,190.261   MT  0.99964402   -0 28 13.7
 MX1223
 MX1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MX1223!SPC CA 1     -   0.99979625  x   0.99991917  =   0.99971543
 MX1223!UTM  10      -   0.99979625  x   0.99964402  =   0.99944034
 MX1223
 MX1223                          SUPERSEDED SURVEY CONTROL
 MX1223
 MX1223  NAD 83(1986)-  41 14 12.47156(N)    123 42 49.40121(W) AD(1984.00) 2
 MX1223  NAD 27      -  41 14 13.02070(N)    123 42 45.17920(W) AD(       ) 2
 MX1223
 MX1223.Superseded values are not recommended for survey control.
 MX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX1223.See file dsdata.txt to determine how the superseded data were derived.
 MX1223
 MX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL4019065290(NAD 83)
 MX1223
 MX1223  HISTORY     - Date     Condition        Report By
 MX1223  HISTORY     - 1928     MONUMENTED       USFS
 MX1223  HISTORY     - 1952     SEE DESCRIPTION  CGS
 MX1223  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MX1223
 MX1223                          STATION DESCRIPTION
 MX1223
 MX1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MX1223'RECOVERED AS DESCRIBED.
 MX1223
 MX1223                          STATION RECOVERY (1961)
 MX1223
 MX1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MX1223'SEE STATION BURRILL PEAK USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0891 ***********************************************************************
 FV0891  DESIGNATION -  9 10 15 16 K CO
 FV0891  PID         -  FV0891
 FV0891  STATE/COUNTY-  CA/KINGS
 FV0891  USGS QUAD   -  PYRAMID HILLS (1994)
 FV0891
 FV0891                         *CURRENT SURVEY CONTROL
 FV0891  ___________________________________________________________________
 FV0891* NAD 83(1986)-  35 50 51.     (N)    120 01 18.     (W)     SCALED    
 FV0891* NAVD 88     -       161.85   (+/-2cm)     531.0    (feet)  VERTCON   
 FV0891  ___________________________________________________________________
 FV0891  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 FV0891  VERT ORDER  -  THIRD (See Below)
 FV0891
 FV0891.The horizontal coordinates were scaled from a topographic map and have
 FV0891.an estimated accuracy of +/- 6 seconds.
 FV0891
 FV0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0891.The vertical order pertains to the NGVD 29 superseded value.
 FV0891
 FV0891.The geoid height was determined by GEOID03.
 FV0891
 FV0891;                    North         East    Units  Estimated Accuracy
 FV0891;SPC CA 4     -   557,540.    1,907,700.      MT  (+/- 180 meters Scaled)
 FV0891
 FV0891                          SUPERSEDED SURVEY CONTROL
 FV0891
 FV0891  NGVD 29 (??/??/??)  160.92   (m)          528.0    (f) RESET       3  
 FV0891
 FV0891.Superseded values are not recommended for survey control.
 FV0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0891.See file dsdata.txt to determine how the superseded data were derived.
 FV0891
 FV0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE689711(NAD 83)
 FV0891_MARKER: P = PIPE CAP
 FV0891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FV0891_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FV0891_STAMPING: T24S R18E 9 10 16 15 LGB MAC D
 FV0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FV0891
 FV0891  HISTORY     - Date     Condition        Report By
 FV0891  HISTORY     - UNK      MONUMENTED       CA-031
 FV0891  HISTORY     - 1957     GOOD             NGS
 FV0891  HISTORY     - 1966     GOOD             NGS
 FV0891
 FV0891                          STATION DESCRIPTION
 FV0891
 FV0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FV0891'5.4 MI NW FROM DEVILS DEN.
 FV0891'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC
 FV0891'GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E
 FV0891'T24S, AT SECTION CORNERS 9 10 16 15, ABOUT 125 YARDS NORTHWEST
 FV0891'OF A 48-INCH IRON PIPE CULVERT, 69.3 FEET SOUTHWEST OF AND
 FV0891'ACROSS THE HIGHWAY FROM P 283, 45 FEET SOUTHWEST OF THE CENTER
 FV0891'LINE OF THE HIGHWAY, 1.9 FEET NORTH OF A WITNESS POST, 0.4 FOOT
 FV0891'SOUTH OF A 2-BY 6-INCH POST WITH A 5 GALLON CAN NAILED ON TOP,
 FV0891'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND BRAZED ON THE TOP
 FV0891'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 FV0891
 FV0891                          STATION RECOVERY (1966)
 FV0891
 FV0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FV0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0182 ***********************************************************************
 DY0182  DESIGNATION -  9 2 USN
 DY0182  PID         -  DY0182
 DY0182  STATE/COUNTY-  CA/LOS ANGELES
 DY0182  USGS QUAD   -  LONG BEACH (1981)
 DY0182
 DY0182                         *CURRENT SURVEY CONTROL
 DY0182  ___________________________________________________________________
 DY0182* NAD 83(1986)-  33 45 26.     (N)    118 13 54.     (W)     SCALED    
 DY0182* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 DY0182  ___________________________________________________________________
 DY0182  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0182  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0182
 DY0182.The horizontal coordinates were scaled from a topographic map and have
 DY0182.an estimated accuracy of +/- 6 seconds.
 DY0182
 DY0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0182.The vertical order pertains to the NGVD 29 superseded value.
 DY0182
 DY0182.The geoid height was determined by GEOID03.
 DY0182
 DY0182;                    North         East    Units  Estimated Accuracy
 DY0182;SPC CA 5     -   528,560.    1,978,540.      MT  (+/- 180 meters Scaled)
 DY0182
 DY0182                          SUPERSEDED SURVEY CONTROL
 DY0182
 DY0182  NGVD 29 (??/??/92)    1.486  (m)            4.88   (f) ADJ UNCH    1 2
 DY0182
 DY0182.Superseded values are not recommended for survey control.
 DY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0182.See file dsdata.txt to determine how the superseded data were derived.
 DY0182
 DY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT859359(NAD 83)
 DY0182_MARKER: Z = SEE DESCRIPTION
 DY0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0182_SP_SET: WALL
 DY0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0182
 DY0182  HISTORY     - Date     Condition        Report By
 DY0182  HISTORY     - UNK      MONUMENTED       DOD
 DY0182  HISTORY     - 1954     GOOD             NGS
 DY0182
 DY0182                          STATION DESCRIPTION
 DY0182
 DY0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0182'AT LONG BEACH.
 DY0182'AT LONG BEACH, ON TERMINAL ISLAND, AT LONG BEACH NAVAL SHIPYARD,
 DY0182'ON C AVENUE BETWEEN TENTH AND ELEVENTH STREETS, IN THE TOP OF THE
 DY0182'CONCRETE WALL AT THE NORTH END OF DRY DOCK 2, 2.2 FEET EAST
 DY0182'OF THE EAST END OF THE STEEL BASE OF THE GUIDE ROLLERS FOR
 DY0182'SECURING, AND 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1164 ***********************************************************************
 EW1164  DESIGNATION -  9 25
 EW1164  PID         -  EW1164
 EW1164  STATE/COUNTY-  CA/LOS ANGELES
 EW1164  USGS QUAD   -  LOS ANGELES (1994)
 EW1164
 EW1164                         *CURRENT SURVEY CONTROL
 EW1164  ___________________________________________________________________
 EW1164* NAD 83(1986)-  34 04 47.     (N)    118 13 34.     (W)     SCALED    
 EW1164* NAVD 88     -        99.583  (meters)     326.72   (feet)  ADJUSTED  
 EW1164  ___________________________________________________________________
 EW1164  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EW1164  DYNAMIC HT  -          99.478 (meters)     326.37  (feet)  COMP
 EW1164  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 EW1164  OBS GRAVITY -     979,584.3   (mgal)                       GRAV_OBS
 EW1164
 EW1164  VERT ORDER  -  FIRST     CLASS I
 EW1164
 EW1164.The horizontal coordinates were scaled from a topographic map and have
 EW1164.an estimated accuracy of +/- 6 seconds.
 EW1164
 EW1164.The orthometric height was determined by differential leveling
 EW1164.and adjusted in June 1995.
 EW1164.WARNING-Repeat measurements at this control monument indicate possible
 EW1164.vertical movement.
 EW1164
 EW1164.The geoid height was determined by GEOID03.
 EW1164
 EW1164.The dynamic height is computed by dividing the NAVD 88
 EW1164.geopotential number by the normal gravity value computed on the
 EW1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1164.degrees latitude (g = 980.6199 gals.).
 EW1164
 EW1164.The modeled gravity was interpolated from observed gravity values.
 EW1164.The observed gravity was obtained from relative gravimeter ties
 EW1164.to the IGSN71 gravity network.
 EW1164
 EW1164;                    North         East    Units  Estimated Accuracy
 EW1164;SPC CA 5     -   564,330.    1,979,130.      MT  (+/- 180 meters Scaled)
 EW1164
 EW1164                          SUPERSEDED SURVEY CONTROL
 EW1164
 EW1164  NAVD 88 (06/15/91)   99.602  (m)          326.78   (f) UNKNOWN     1 1
 EW1164  NGVD 29 (??/??/92)   98.810  (m)          324.18   (f) ADJ UNCH    1 1
 EW1164
 EW1164.Superseded values are not recommended for survey control.
 EW1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1164.See file dsdata.txt to determine how the superseded data were derived.
 EW1164
 EW1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868716(NAD 83)
 EW1164_MARKER: DD = SURVEY DISK
 EW1164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW1164_SP_SET: BRIDGE ABUTMENT
 EW1164_STAMPING: B.M. 9-25
 EW1164_MARK LOGO: LACFCD
 EW1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1164+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 EW1164
 EW1164  HISTORY     - Date     Condition        Report By
 EW1164  HISTORY     - UNK      MONUMENTED       CA-037
 EW1164  HISTORY     - 1968     GOOD             CA1980
 EW1164  HISTORY     - 1971     GOOD             CA1980
 EW1164  HISTORY     - 1976     GOOD             NGS
 EW1164  HISTORY     - 1978     GOOD             NGS
 EW1164  HISTORY     - 19890524 GOOD             NGS
 EW1164  HISTORY     - 19940724 GOOD             NGS
 EW1164
 EW1164                          STATION DESCRIPTION
 EW1164
 EW1164'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1164'AT LOS ANGELES.
 EW1164'BRASS DISC IN THE TOP OF THE NORTH ABUTMENT OF THE SOUTHERN
 EW1164'PACIFIC RAILROAD BRIDGE OVER THE ARROYOP SECO CHANNEL, IMMEDIATELY
 EW1164'EAST OF THE LOS ANGELES RIVER, BRIDGE IS UNDER THE PASADENA
 EW1164'FREEWAY BRIDGE, NORTHBOUND, AND IS ABOUT 40 FEET BELOW THE
 EW1164'ROADWAY LEVEL-- MARK IS AT THE WEST END OF THE CONCRETE
 EW1164'ABUTMENT AND IS 1.25 FEET WEST OF THE WEST SIDE OF THE STEEL
 EW1164'RAILROAD BRIDGE, ABOUT 0.3 OF A FOOT LOWER THAN THE TOP OF
 EW1164'RAIL GRADE OF THE TRACKS, MARK IS 50 FEET WEST OF THE
 EW1164'WEST CURB LINE OF AVENUE 19, WEST ROADWAY, AND 14 FEET SOUTH
 EW1164'OF THE PASADENA FREEWAY OVERPASS.
 EW1164
 EW1164                          STATION RECOVERY (1971)
 EW1164
 EW1164'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1971
 EW1164'RECOVERED IN GOOD CONDITION.
 EW1164
 EW1164                          STATION RECOVERY (1976)
 EW1164
 EW1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1164'0.7 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1164'OVERPASS, UNDER THE NORTH BOUND LANE OF THE PASADENA FREEWAY BRIDGE,
 EW1164'IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 EW1164'STEEL RAILROAD BRIDGE OVER TRIBUTARY TO LOS ANGELES RIVER, 50 FT
 EW1164'SOUTHWEST OF SOUTHWEST CURB OF AVENUE 19, 8.6 FT SOUTHWEST OF THE
 EW1164'SOUTHWEST RAIL, 1.0 FT NORTHEAST OF THE NORTHEAST FACE OF A CONCRETE
 EW1164'GUARDRAIL, 0.1 MILE SOUTHEAST OF BM 9-26 (LACFCO)
 EW1164
 EW1164                          STATION RECOVERY (1978)
 EW1164
 EW1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1164'RECOVERED IN GOOD CONDITION.
 EW1164
 EW1164                          STATION RECOVERY (1989)
 EW1164
 EW1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1164'RECOVERED IN GOOD CONDITION.
 EW1164
 EW1164                          STATION RECOVERY (1994)
 EW1164
 EW1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1164'IN LOS ANGELES, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 EW1164'AND THE PASEDENA FREEWAY, IN TOP OF AND 1.4 M (4.6 FT) EAST OF THE
 EW1164'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE
 EW1164'SPANNING A CREEK, 14.4 M (47.2 FT) SOUTHEAST OF THE CENTER OF THE
 EW1164'EASTBOUND FREEWAY OVERPASS OF THE RAILROAD, 2.6 M (8.5 FT) WEST OF THE
 EW1164'NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1166 ***********************************************************************
 EW1166  DESIGNATION -  9 26
 EW1166  PID         -  EW1166
 EW1166  STATE/COUNTY-  CA/LOS ANGELES
 EW1166  USGS QUAD   -  LOS ANGELES (1994)
 EW1166
 EW1166                         *CURRENT SURVEY CONTROL
 EW1166  ___________________________________________________________________
 EW1166* NAD 83(1986)-  34 04 52.     (N)    118 13 36.     (W)     SCALED    
 EW1166* NAVD 88     -       101.284  (meters)     332.30   (feet)  ADJUSTED  
 EW1166  ___________________________________________________________________
 EW1166  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EW1166  DYNAMIC HT  -         101.177 (meters)     331.94  (feet)  COMP
 EW1166  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 EW1166
 EW1166  VERT ORDER  -  FIRST     CLASS I
 EW1166
 EW1166.The horizontal coordinates were scaled from a topographic map and have
 EW1166.an estimated accuracy of +/- 6 seconds.
 EW1166
 EW1166.The orthometric height was determined by differential leveling
 EW1166.and adjusted in June 1991.
 EW1166.WARNING-Repeat measurements at this control monument indicate possible
 EW1166.vertical movement.
 EW1166
 EW1166.The geoid height was determined by GEOID03.
 EW1166
 EW1166.The dynamic height is computed by dividing the NAVD 88
 EW1166.geopotential number by the normal gravity value computed on the
 EW1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW1166.degrees latitude (g = 980.6199 gals.).
 EW1166
 EW1166.The modeled gravity was interpolated from observed gravity values.
 EW1166
 EW1166;                    North         East    Units  Estimated Accuracy
 EW1166;SPC CA 5     -   564,480.    1,979,080.      MT  (+/- 180 meters Scaled)
 EW1166
 EW1166                          SUPERSEDED SURVEY CONTROL
 EW1166
 EW1166  NGVD 29 (??/??/92)  100.488  (m)          329.68   (f) ADJ UNCH    1 1
 EW1166
 EW1166.Superseded values are not recommended for survey control.
 EW1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1166.See file dsdata.txt to determine how the superseded data were derived.
 EW1166
 EW1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT868718(NAD 83)
 EW1166_MARKER: DD = SURVEY DISK
 EW1166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW1166_SP_SET: ABUTMENT
 EW1166_STAMPING: BM 9-26
 EW1166_MARK LOGO: CA-037
 EW1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW1166+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1989
 EW1166
 EW1166  HISTORY     - Date     Condition        Report By
 EW1166  HISTORY     - UNK      MONUMENTED       CA-037
 EW1166  HISTORY     - 1968     GOOD             CA1980
 EW1166  HISTORY     - 1976     GOOD             NGS
 EW1166  HISTORY     - 1978     GOOD             NGS
 EW1166  HISTORY     - 19890524 GOOD             NGS
 EW1166  HISTORY     - 19940724 MARK NOT FOUND   NGS
 EW1166
 EW1166                          STATION DESCRIPTION
 EW1166
 EW1166'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW1166'AT LOS ANGELES.
 EW1166'BRASS DISC IN THE TOP OF THE NORTH ABUTMENT OF A SOUTHERN
 EW1166'PACIFIC RAILROAD BRIDGE OVER THE LOS ANGELES RIVER, BELOW
 EW1166'AND ABOUT 21 FEET SOUTH OF THE TRAFFIC BRIDGE (FORMERLY KNOWN
 EW1166'AS THE DAYTON AVENUE BRIDGE) AT RIVERSIDE DRIVE AND SAN FERNANDO
 EW1166'ROAD-- MARK IS AT THE WEST END OF THE ABUTMENT, AND IS 1.2
 EW1166'FEET NORTH OF THE NORTH END OF AND 1.2 FEET EAST OF THE CENTER
 EW1166'LINE OF THE WEST STEEL GUARD RAIL OF THE AFOREMENTIONED RAILROAD
 EW1166'BRIDGE.
 EW1166
 EW1166                          STATION RECOVERY (1976)
 EW1166
 EW1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EW1166'0.8 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE BROADWAY
 EW1166'OVERPASS, UNDER RIVERSIDE DRIVE OVERPASS. 106 FT WEST OF THE WEST CURB
 EW1166'OF AVENUE 19, IN TOP OF THE WEST END OF THE NORTH CONCRETE RAILROAD
 EW1166'BRIDGE ABUTMENT OF BRIDGE OVER THE LOS ANGELES RIVER, 6 FT WEST OF THE
 EW1166'WEST RAIL OF WESTERN MOST TRACK
 EW1166
 EW1166                          STATION RECOVERY (1978)
 EW1166
 EW1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW1166'RECOVERED IN GOOD CONDITION.
 EW1166
 EW1166                          STATION RECOVERY (1989)
 EW1166
 EW1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW1166'RECOVERED IN GOOD CONDITION.
 EW1166
 EW1166                          STATION RECOVERY (1994)
 EW1166
 EW1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW1166'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW1166'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0184 ***********************************************************************
 DY0184  DESIGNATION -  9 3 USN
 DY0184  PID         -  DY0184
 DY0184  STATE/COUNTY-  CA/LOS ANGELES
 DY0184  USGS QUAD   -  LONG BEACH (1981)
 DY0184
 DY0184                         *CURRENT SURVEY CONTROL
 DY0184  ___________________________________________________________________
 DY0184* NAD 83(1986)-  33 45 25.     (N)    118 13 59.     (W)     SCALED    
 DY0184* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 DY0184  ___________________________________________________________________
 DY0184  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DY0184  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0184
 DY0184.The horizontal coordinates were scaled from a topographic map and have
 DY0184.an estimated accuracy of +/- 6 seconds.
 DY0184
 DY0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0184.The vertical order pertains to the NGVD 29 superseded value.
 DY0184
 DY0184.The geoid height was determined by GEOID03.
 DY0184
 DY0184;                    North         East    Units  Estimated Accuracy
 DY0184;SPC CA 5     -   528,530.    1,978,410.      MT  (+/- 180 meters Scaled)
 DY0184
 DY0184                          SUPERSEDED SURVEY CONTROL
 DY0184
 DY0184  NGVD 29 (??/??/92)    1.857  (m)            6.09   (f) ADJ UNCH    1 2
 DY0184
 DY0184.Superseded values are not recommended for survey control.
 DY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0184.See file dsdata.txt to determine how the superseded data were derived.
 DY0184
 DY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT858358(NAD 83)
 DY0184_MARKER: Z = SEE DESCRIPTION
 DY0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0184_SP_SET: WALL
 DY0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0184
 DY0184  HISTORY     - Date     Condition        Report By
 DY0184  HISTORY     - UNK      MONUMENTED       DOD
 DY0184  HISTORY     - 1954     GOOD             NGS
 DY0184
 DY0184                          STATION DESCRIPTION
 DY0184
 DY0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DY0184'AT LONG BEACH.
 DY0184'AT LONG BEACH, ON TERMINAL ISLAND, AT LONG BEACH NAVAL SHIPYARD,
 DY0184'ON C AVENUE, BETWEEN NINTH AND TENTH STREETS, IN THE TOP OF THE
 DY0184'CONCRETE WALL OF THE NORTH END OF DRY DOCK 3, 2.2 FEET EAST
 DY0184'OF THE EAST END OF THE STEEL BASE OF THE GUIDE ROLLERS FOR THE
 DY0184'SECURING ROPE, AND 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FU0140 ***********************************************************************
 FU0140  DESIGNATION -  9 AA USGS
 FU0140  PID         -  FU0140
 FU0140  STATE/COUNTY-  CA/KERN
 FU0140  USGS QUAD   -  TEJON HILLS (1992)
 FU0140
 FU0140                         *CURRENT SURVEY CONTROL
 FU0140  ___________________________________________________________________
 FU0140* NAD 83(1986)-  35 05 11.     (N)    118 50 46.     (W)     SCALED    
 FU0140* NAVD 88     -       179.16   (+/-2cm)     587.8    (feet)  VERTCON   
 FU0140  ___________________________________________________________________
 FU0140  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FU0140  VERT ORDER  -  THIRD (See Below)
 FU0140
 FU0140.The horizontal coordinates were scaled from a topographic map and have
 FU0140.an estimated accuracy of +/- 6 seconds.
 FU0140
 FU0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 FU0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FU0140.The vertical order pertains to the NGVD 29 superseded value.
 FU0140
 FU0140.The geoid height was determined by GEOID03.
 FU0140
 FU0140;                    North         East    Units  Estimated Accuracy
 FU0140;SPC CA 5     -   676,300.    1,922,850.      MT  (+/- 180 meters Scaled)
 FU0140
 FU0140                          SUPERSEDED SURVEY CONTROL
 FU0140
 FU0140  NGVD 29 (??/??/??)  178.38   (m)          585.2    (f) RESET       3  
 FU0140
 FU0140.Superseded values are not recommended for survey control.
 FU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FU0140.See file dsdata.txt to determine how the superseded data were derived.
 FU0140
 FU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU317841(NAD 83)
 FU0140_MARKER: DB = BENCH MARK DISK
 FU0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FU0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FU0140_STAMPING: 9 AA 584 1954
 FU0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FU0140+STABILITY: SURFACE MOTION
 FU0140
 FU0140  HISTORY     - Date     Condition        Report By
 FU0140  HISTORY     - 1954     MONUMENTED       USGS
 FU0140  HISTORY     - 1965     GOOD             NGS
 FU0140  HISTORY     - 1975     GOOD             NGS
 FU0140
 FU0140                          STATION DESCRIPTION
 FU0140
 FU0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FU0140'17.7 MI SE FROM METTLER.
 FU0140'5.0 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE STATE HIGHWAY 166
 FU0140'OVERPASS AT METTLER, THENCE 6.3 MILES EAST ALONG LAVAL ROAD,
 FU0140'THENCE 6.4 MILES NORTH ALONG RANCHO ROAD, 0.7 MILE SOUTHEAST
 FU0140'OF BENCH MARK Q 538, 0.45 MILE SOUTH OF THE JUNCTION OF DAVID
 FU0140'ROAD, AT THE WEST SIDE OF A SMALL RESERVOIR, 28 FEET EAST OF THE
 FU0140'CENTER LINE OF THE ROAD, ABOUT 35 YARDS NORTH OF THE CENTER LINE
 FU0140'OF A DIRT ROAD LEADING EAST, 3 FEET SOUTH OF A POWER LINE POLE,
 FU0140'1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 FU0140'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 FU0140'FOOT ABOVE THE GROUND.
 FU0140
 FU0140                          STATION RECOVERY (1975)
 FU0140
 FU0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FU0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1547 ***********************************************************************
 EW1547  DESIGNATION -  9 B C OF LA
 EW1547  PID         -  EW1547
 EW1547  STATE/COUNTY-  CA/LOS ANGELES
 EW1547  USGS QUAD   -  HOLLYWOOD (1994)
 EW1547
 EW1547                         *CURRENT SURVEY CONTROL
 EW1547  ___________________________________________________________________
 EW1547* NAD 83(1986)-  34 05 53.     (N)    118 19 21.     (W)     SCALED    
 EW1547* NAVD 88     -       107.20   (+/-2cm)     351.7    (feet)  VERTCON   
 EW1547  ___________________________________________________________________
 EW1547  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EW1547  VERT ORDER  -  THIRD (See Below)
 EW1547
 EW1547.The horizontal coordinates were scaled from a topographic map and have
 EW1547.an estimated accuracy of +/- 6 seconds.
 EW1547
 EW1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1547.The vertical order pertains to the NGVD 29 superseded value.
 EW1547
 EW1547.The geoid height was determined by GEOID03.
 EW1547
 EW1547;                    North         East    Units  Estimated Accuracy
 EW1547;SPC CA 5     -   566,390.    1,970,240.      MT  (+/- 180 meters Scaled)
 EW1547
 EW1547                          SUPERSEDED SURVEY CONTROL
 EW1547
 EW1547  NGVD 29 (??/??/??)  106.41   (m)          349.1    (f) RESET       3  
 EW1547
 EW1547.Superseded values are not recommended for survey control.
 EW1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1547.See file dsdata.txt to determine how the superseded data were derived.
 EW1547
 EW1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT780738(NAD 83)
 EW1547_MARKER: DD = SURVEY DISK
 EW1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1547_STAMPING: 9B 349.08
 EW1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1547+STABILITY: SURFACE MOTION
 EW1547
 EW1547  HISTORY     - Date     Condition        Report By
 EW1547  HISTORY     - UNK      MONUMENTED       CA1980
 EW1547  HISTORY     - 1945     GOOD             NGS
 EW1547  HISTORY     - 1966     GOOD             NGS
 EW1547
 EW1547                          STATION DESCRIPTION
 EW1547
 EW1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW1547'AT LOS ANGELES.
 EW1547'AT LOS ANGELES 119.0 FEET WEST OF THE WEST CURBLINE OF GOWER
 EW1547'AVENUE WHERE IT INTERSECTS SUNSET BLVD. AND 2.1 FEET NORTH OF THE
 EW1547'NORTH CURB OF SUNSET BLVD. AND FLUSH WITH THE SIDEWALK, IN THE TOP
 EW1547'OF A CONCRETE POST.  A CITY OF LOS ANGELES STANDARD DISK,
 EW1547'STAMPED 9 B 349.08.
 EW1547
 EW1547                          STATION RECOVERY (1966)
 EW1547
 EW1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX2335 ***********************************************************************
 DX2335  DESIGNATION -  9 BPK 55
 DX2335  PID         -  DX2335
 DX2335  STATE/COUNTY-  CA/ORANGE
 DX2335  USGS QUAD   -  ANAHEIM (1981)
 DX2335
 DX2335                         *CURRENT SURVEY CONTROL
 DX2335  ___________________________________________________________________
 DX2335* NAD 83(1986)-  33 51 35.     (N)    117 59 15.     (W)     SCALED    
 DX2335* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 DX2335  ___________________________________________________________________
 DX2335  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DX2335  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX2335
 DX2335.The horizontal coordinates were scaled from a topographic map and have
 DX2335.an estimated accuracy of +/- 6 seconds.
 DX2335
 DX2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX2335.The vertical order pertains to the NGVD 29 superseded value.
 DX2335
 DX2335.The geoid height was determined by GEOID03.
 DX2335
 DX2335;                    North         East    Units  Estimated Accuracy
 DX2335;SPC CA 6     -   689,110.    1,839,230.      MT  (+/- 180 meters Scaled)
 DX2335
 DX2335                          SUPERSEDED SURVEY CONTROL
 DX2335
 DX2335  NGVD 29 (??/??/??)   25.157  (m)           82.54   (f) ADJUSTED    1 1
 DX2335
 DX2335.Superseded values are not recommended for survey control.
 DX2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX2335.See file dsdata.txt to determine how the superseded data were derived.
 DX2335
 DX2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT086470(NAD 83)
 DX2335_MARKER: DD = SURVEY DISK
 DX2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX2335+STABILITY: SURFACE MOTION
 DX2335
 DX2335  HISTORY     - Date     Condition        Report By
 DX2335  HISTORY     - UNK      MONUMENTED       CADH
 DX2335  HISTORY     - 1968     GOOD             NGS
 DX2335  HISTORY     - 1974     GOOD             CA-059
 DX2335
 DX2335                          STATION DESCRIPTION
 DX2335
 DX2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX2335'0.9 MI SE FROM BUENA PARK.
 DX2335'0.90 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM
 DX2335'THE CROSSING AT BEACH BOULEVARD (HIGHWAY 39) AT BUENA PARK TO
 DX2335'THE OVERCROSSING OF ORANGETHORPE AVENUE, ABOUT 700 FEET NORTHWEST
 DX2335'ALONG THE RAILROAD FROM THE OVERCROSSING OF ORANGETHORPE, AT
 DX2335'THE NORTHEAST CORNER OF A MOBILE TRAILER PARK, 45 FEET SOUTHWEST
 DX2335'OF THE SOUTHWEST RAIL OF THE RAILWAY, 3 FEET NORTH OF TELEPHONE
 DX2335'POLE NUMBER 689319H, 2.5 FEET NORTHEAST OF A 2 INCH IRON CORNER
 DX2335'POST ABOUT 3 FEET HIGH, 1 FOOT BELOW THE SURFACE, A BRONZE
 DX2335'DISK SET IN CONCRETE.
 DX2335
 DX2335                          STATION RECOVERY (1974)
 DX2335
 DX2335'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0611 ***********************************************************************
 DY0611  DESIGNATION -  9 CAHD
 DY0611  PID         -  DY0611
 DY0611  STATE/COUNTY-  CA/ORANGE
 DY0611  USGS QUAD   -  LOS ALAMITOS (1981)
 DY0611
 DY0611                         *CURRENT SURVEY CONTROL
 DY0611  ___________________________________________________________________
 DY0611* NAD 83(1986)-  33 46 27.     (N)    118 05 22.     (W)     SCALED    
 DY0611* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 DY0611  ___________________________________________________________________
 DY0611  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DY0611  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0611
 DY0611.The horizontal coordinates were scaled from a topographic map and have
 DY0611.an estimated accuracy of +/- 6 seconds.
 DY0611
 DY0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0611.The vertical order pertains to the NGVD 29 superseded value.
 DY0611
 DY0611.The geoid height was determined by GEOID03.
 DY0611
 DY0611;                    North         East    Units  Estimated Accuracy
 DY0611;SPC CA 6     -   679,780.    1,829,630.      MT  (+/- 180 meters Scaled)
 DY0611
 DY0611                          SUPERSEDED SURVEY CONTROL
 DY0611
 DY0611  NGVD 29 (??/??/92)    2.23   (m)            7.3    (f) COMPUTED    1 2
 DY0611
 DY0611.Superseded values are not recommended for survey control.
 DY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0611.See file dsdata.txt to determine how the superseded data were derived.
 DY0611
 DY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT991376(NAD 83)
 DY0611_MARKER: Q = CHISELED SQUARE
 DY0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0611_SP_SET: CULVERT
 DY0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0611
 DY0611  HISTORY     - Date     Condition        Report By
 DY0611  HISTORY     - UNK      MONUMENTED       CADH
 DY0611  HISTORY     - 1955     GOOD             NGS
 DY0611  HISTORY     - 1961     GOOD             NGS
 DY0611
 DY0611                          STATION DESCRIPTION
 DY0611
 DY0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DY0611'1.7 MI E FROM LONG BEACH.
 DY0611'1.7 MILES EAST ALONG STATE HIGHWAY 22 (GARDEN GROVE AVENUE) FROM
 DY0611'THE SEVENTH STREET ENTRANCE TO THE VETERANS ADMINISTRATION
 DY0611'HOSPITAL AT LONG BEACH, AT A 48-INCH CORRUGATED METAL PIPE CULVERT,
 DY0611'ON TOP OF THE APPROXIMATE CENTER OF THE SOUTH CONCRETE HEAD WALL,
 DY0611'38.1 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, ABOUT 1/2 FOOT
 DY0611'LOWER THAN THE AVENUE, AND MARKED BY THE ORANGE PAINTED LETTERS AND
 DY0611'NUMBER B.M. 9.
 DY0611
 DY0611                          STATION RECOVERY (1961)
 DY0611
 DY0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DY0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0618 ***********************************************************************
 KS0618  DESIGNATION -  9 CAHD
 KS0618  PID         -  KS0618
 KS0618  STATE/COUNTY-  CA/BUTTE
 KS0618  USGS QUAD   -  PULGA (1994)
 KS0618
 KS0618                         *CURRENT SURVEY CONTROL
 KS0618  ___________________________________________________________________
 KS0618* NAD 83(1986)-  39 45 50.     (N)    121 27 54.     (W)     SCALED    
 KS0618* NAVD 88     -       603.603  (meters)    1980.32   (feet)  ADJUSTED  
 KS0618  ___________________________________________________________________
 KS0618  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 KS0618  DYNAMIC HT  -         603.179 (meters)    1978.93  (feet)  COMP
 KS0618  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 KS0618
 KS0618  VERT ORDER  -  FIRST     CLASS II
 KS0618
 KS0618.The horizontal coordinates were scaled from a topographic map and have
 KS0618.an estimated accuracy of +/- 6 seconds.
 KS0618
 KS0618.The orthometric height was determined by differential leveling
 KS0618.and adjusted in June 1991.
 KS0618
 KS0618.The geoid height was determined by GEOID03.
 KS0618
 KS0618.The dynamic height is computed by dividing the NAVD 88
 KS0618.geopotential number by the normal gravity value computed on the
 KS0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0618.degrees latitude (g = 980.6199 gals.).
 KS0618
 KS0618.The modeled gravity was interpolated from observed gravity values.
 KS0618
 KS0618;                    North         East    Units  Estimated Accuracy
 KS0618;SPC CA 2     -   732,950.    2,045,840.      MT  (+/- 180 meters Scaled)
 KS0618
 KS0618                          SUPERSEDED SURVEY CONTROL
 KS0618
 KS0618  NGVD 29 (??/??/??)  602.832  (m)         1977.79   (f) ADJUSTED    1 2
 KS0618
 KS0618.Superseded values are not recommended for survey control.
 KS0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0618.See file dsdata.txt to determine how the superseded data were derived.
 KS0618
 KS0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK314026(NAD 83)
 KS0618_MARKER: DD = SURVEY DISK
 KS0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KS0618_SP_SET: CULVERT
 KS0618_STAMPING: 2085.21 9
 KS0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0618
 KS0618  HISTORY     - Date     Condition        Report By
 KS0618  HISTORY     - UNK      MONUMENTED       CADH
 KS0618  HISTORY     - 1952     GOOD             NGS
 KS0618  HISTORY     - 1974     GOOD             USGS
 KS0618  HISTORY     - 20040324 MARK NOT FOUND   CADT
 KS0618
 KS0618                          STATION DESCRIPTION
 KS0618
 KS0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KS0618'3.4 MI S FROM PULGA.
 KS0618'0.65 MILE SOUTH ALONG THE PULGA ROAD FROM THE SCHOOL HOUSE
 KS0618'AT PULGA, THENCE 2.8 MILES SOUTH ALONG STATE HIGHWAY 24, IN THE
 KS0618'TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF AN L
 KS0618'SHAPE HIGHWAY CULVERT NO. C 157+50, AND ABOUT 0.4 FOOT SOUTH
 KS0618'OF THE NORTH END, 18.0 FEET WEST OF THE CENTER LINE OF THE
 KS0618'HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  NOTE-- 1956.
 KS0618'STATE HIGHWAY 24 IS NOW U.S. HIGHWAY 40 ALTERNATE.  NOTE-- 1974
 KS0618'HIGHWAY 40 IS NOW STATE HIGHWAY 70.
 KS0618
 KS0618                          STATION RECOVERY (1974)
 KS0618
 KS0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KS0618'RECOVERED IN GOOD CONDITION.
 KS0618
 KS0618                          STATION RECOVERY (2004)
 KS0618
 KS0618'RECOVERY NOTE BY CALTRANS 2004 (RLM)
 KS0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4396 ***********************************************************************
 EW4396  DESIGNATION -  9 D 23
 EW4396  PID         -  EW4396
 EW4396  STATE/COUNTY-  CA/LOS ANGELES
 EW4396  USGS QUAD   -  CANOGA PARK (1967)
 EW4396
 EW4396                         *CURRENT SURVEY CONTROL
 EW4396  ___________________________________________________________________
 EW4396* NAD 83(1986)-  34 11 38.     (N)    118 36 22.     (W)     SCALED    
 EW4396* NAVD 88     -       243.362  (meters)     798.43   (feet)  READJUSTED
 EW4396  ___________________________________________________________________
 EW4396  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW4396  DYNAMIC HT  -         243.100 (meters)     797.57  (feet)  COMP
 EW4396  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 EW4396
 EW4396  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4396
 EW4396.The horizontal coordinates were scaled from a topographic map and have
 EW4396.an estimated accuracy of +/- 6 seconds.
 EW4396
 EW4396.The orthometric height was determined by differential leveling
 EW4396.and adjusted in February 1993.
 EW4396.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4396.distribution rate of 0.0 thru 1.0 mm/km.
 EW4396.The height was derived from older observations constrained to new
 EW4396.heights in a crustal motion area.  The height is approximate in
 EW4396.relation to other heights in its vicinity.
 EW4396
 EW4396.The geoid height was determined by GEOID03.
 EW4396
 EW4396.The dynamic height is computed by dividing the NAVD 88
 EW4396.geopotential number by the normal gravity value computed on the
 EW4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4396.degrees latitude (g = 980.6199 gals.).
 EW4396
 EW4396.The modeled gravity was interpolated from observed gravity values.
 EW4396
 EW4396;                    North         East    Units  Estimated Accuracy
 EW4396;SPC CA 5     -   577,140.    1,944,130.      MT  (+/- 180 meters Scaled)
 EW4396
 EW4396                          SUPERSEDED SURVEY CONTROL
 EW4396
 EW4396  NGVD 29 (??/??/92)  242.575  (m)          795.85   (f) ADJ UNCH    1 1
 EW4396
 EW4396.Superseded values are not recommended for survey control.
 EW4396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4396.See file dsdata.txt to determine how the superseded data were derived.
 EW4396
 EW4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520848(NAD 83)
 EW4396_MARKER: Z = SEE DESCRIPTION
 EW4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW4396_STAMPING: 9-D-23- 1939
 EW4396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4396+STABILITY: SURFACE MOTION
 EW4396
 EW4396  HISTORY     - Date     Condition        Report By
 EW4396  HISTORY     - 1939     MONUMENTED       CA1980
 EW4396  HISTORY     - 1968     GOOD             CA1980
 EW4396  HISTORY     - 1978     GOOD             NGS
 EW4396  HISTORY     - 19890516 MARK NOT FOUND   NGS
 EW4396
 EW4396                          STATION DESCRIPTION
 EW4396
 EW4396'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4396'AT LOS ANGELES.
 EW4396'STANDARD TRAVERSE MONUMENT DRY CANYON L-1D, STAMPED 9-D-23 1939,
 EW4396'ON THE CENTER LINE INTERSECTION OF TOPANGA CANYON BOULEVARD
 EW4396'AND VANOWEN STREET.
 EW4396
 EW4396                          STATION RECOVERY (1978)
 EW4396
 EW4396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4396'0.5 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4396'SHERMAN WAY AT CANOGA PARK, IN THE CENTER OF THE JUNCTION OF VANOWEN
 EW4396'STREET, UNDER A CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
 EW4396
 EW4396                          STATION RECOVERY (1989)
 EW4396
 EW4396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9513 ***********************************************************************
 EW9513  DESIGNATION -  9 D 23 RESET
 EW9513  PID         -  EW9513
 EW9513  STATE/COUNTY-  CA/LOS ANGELES
 EW9513  USGS QUAD   -  CANOGA PARK (1967)
 EW9513
 EW9513                         *CURRENT SURVEY CONTROL
 EW9513  ___________________________________________________________________
 EW9513* NAD 83(1986)-  34 11 38.     (N)    118 36 22.     (W)     SCALED    
 EW9513* NAVD 88     -       243.395  (meters)     798.54   (feet)  ADJUSTED  
 EW9513  ___________________________________________________________________
 EW9513  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EW9513  DYNAMIC HT  -         243.136 (meters)     797.69  (feet)  COMP
 EW9513  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 EW9513
 EW9513  VERT ORDER  -  FIRST     CLASS II
 EW9513
 EW9513.The horizontal coordinates were scaled from a topographic map and have
 EW9513.an estimated accuracy of +/- 6 seconds.
 EW9513
 EW9513.The orthometric height was determined by differential leveling
 EW9513.and adjusted in June 1995.
 EW9513
 EW9513.The geoid height was determined by GEOID03.
 EW9513
 EW9513.The dynamic height is computed by dividing the NAVD 88
 EW9513.geopotential number by the normal gravity value computed on the
 EW9513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9513.degrees latitude (g = 980.6199 gals.).
 EW9513
 EW9513.The modeled gravity was interpolated from observed gravity values.
 EW9513
 EW9513;                    North         East    Units  Estimated Accuracy
 EW9513;SPC CA 5     -   577,140.    1,944,130.      MT  (+/- 180 meters Scaled)
 EW9513
 EW9513                          SUPERSEDED SURVEY CONTROL
 EW9513
 EW9513  NAVD 88 (10/28/92)  243.360  (m)          798.42   (f) UNKNOWN     1 2
 EW9513
 EW9513.Superseded values are not recommended for survey control.
 EW9513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9513.See file dsdata.txt to determine how the superseded data were derived.
 EW9513
 EW9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520848(NAD 83)
 EW9513_MARKER: DD = SURVEY DISK
 EW9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW9513_SP_SET: CONCRETE POST
 EW9513_STAMPING: RESET
 EW9513_MARK LOGO: CADH  
 EW9513_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9513+STABILITY: SURFACE MOTION
 EW9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9513+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW9513
 EW9513  HISTORY     - Date     Condition        Report By
 EW9513  HISTORY     - UNK      MONUMENTED       CA1980
 EW9513  HISTORY     - 19890516 GOOD             NGS
 EW9513  HISTORY     - 19940613 GOOD             NGS
 EW9513
 EW9513                          STATION DESCRIPTION
 EW9513
 EW9513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EW9513'IN CANOGA PARK, AT THE INTERSECTION OF TOPANGA CANYON BOULEVARD AND
 EW9513'VANOWEN STREET, IN THE CENTER OF THE INTERSECTION, AND IS IN A
 EW9513'CONCRETE MONUMENT THAT IS 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 EW9513'STREET ACCESS TO WHICH IS THROUGH A 6-INCH METAL MANHOLE COVER
 EW9513'INSCRIBED CITY OF LOS ANGELES ENGINEERS.
 EW9513
 EW9513                          STATION RECOVERY (1994)
 EW9513
 EW9513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9513'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW9513'CANOGA PARK, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG STATE HIGHWAY 27
 EW9513'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 7.6 M
 EW9513'(24.9 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 EW9513'6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 EW9513'HIGHWAY, ON THE CENTERLINE OF VANOWEN STREET, AND THE MONUMENT IS
 EW9513'RECESSED 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 EW9513'TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST CITY OF L.A.
 EW9513'ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4406 ***********************************************************************
 EW4406  DESIGNATION -  9 D 26
 EW4406  PID         -  EW4406
 EW4406  STATE/COUNTY-  CA/LOS ANGELES
 EW4406  USGS QUAD   -  CANOGA PARK (1967)
 EW4406
 EW4406                         *CURRENT SURVEY CONTROL
 EW4406  ___________________________________________________________________
 EW4406* NAD 83(1986)-  34 12 30.     (N)    118 36 22.     (W)     SCALED    
 EW4406* NAVD 88     -       248.591  (meters)     815.59   (feet)  ADJUSTED  
 EW4406  ___________________________________________________________________
 EW4406  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EW4406  DYNAMIC HT  -         248.326 (meters)     814.72  (feet)  COMP
 EW4406  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 EW4406
 EW4406  VERT ORDER  -  FIRST     CLASS I
 EW4406
 EW4406.The horizontal coordinates were scaled from a topographic map and have
 EW4406.an estimated accuracy of +/- 6 seconds.
 EW4406
 EW4406.The orthometric height was determined by differential leveling
 EW4406.and adjusted in June 1995.
 EW4406
 EW4406.The geoid height was determined by GEOID03.
 EW4406
 EW4406.The dynamic height is computed by dividing the NAVD 88
 EW4406.geopotential number by the normal gravity value computed on the
 EW4406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4406.degrees latitude (g = 980.6199 gals.).
 EW4406
 EW4406.The modeled gravity was interpolated from observed gravity values.
 EW4406
 EW4406;                    North         East    Units  Estimated Accuracy
 EW4406;SPC CA 5     -   578,740.    1,944,140.      MT  (+/- 180 meters Scaled)
 EW4406
 EW4406                          SUPERSEDED SURVEY CONTROL
 EW4406
 EW4406  NAVD 88 (10/28/92)  248.526  (m)          815.37   (f) UNKNOWN     1 1
 EW4406  NGVD 29 (??/??/92)  247.738  (m)          812.79   (f) ADJ UNCH    1 1
 EW4406
 EW4406.Superseded values are not recommended for survey control.
 EW4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4406.See file dsdata.txt to determine how the superseded data were derived.
 EW4406
 EW4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520864(NAD 83)
 EW4406_MARKER: DE = TRAVERSE STATION DISK
 EW4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW4406_SP_SET: CONCRETE POST
 EW4406_STAMPING: 9 D-26 1939
 EW4406_MARK LOGO: CA1980
 EW4406_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4406+STABILITY: SURFACE MOTION
 EW4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW4406+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 EW4406
 EW4406  HISTORY     - Date     Condition        Report By
 EW4406  HISTORY     - 1939     MONUMENTED       CA1980
 EW4406  HISTORY     - 1968     GOOD             CA1980
 EW4406  HISTORY     - 1974     GOOD             CA1980
 EW4406  HISTORY     - 1978     GOOD             NGS
 EW4406  HISTORY     - 19890518 GOOD             NGS
 EW4406  HISTORY     - 19940613 GOOD             NGS
 EW4406
 EW4406                          STATION DESCRIPTION
 EW4406
 EW4406'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4406'AT LOS ANGELES.
 EW4406'STANDARD TRAVERSE MONUMENT CHATSWORTH L-11B, STAMPED 9-D-26 1939,
 EW4406'ON THE CENTER LINE INTERSECTION OF TOPANGA CANYON BOULEVARD
 EW4406'AND SATICOY STREET.
 EW4406
 EW4406                          STATION RECOVERY (1974)
 EW4406
 EW4406'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4406'RECOVERED IN GOOD CONDITION.
 EW4406
 EW4406                          STATION RECOVERY (1978)
 EW4406
 EW4406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4406'0.5 MILES NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE JUNCTION OF
 EW4406'SHERMAN WAY AT CANOGA PARK, IN THE CENTER OF THE JUNCTION OF SATICOY
 EW4406'STREET, UNDER A CITY OF LOS ANGELES ENGINEERS CAST IRON CAP.
 EW4406
 EW4406                          STATION RECOVERY (1989)
 EW4406
 EW4406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW4406'RECOVERED IN GOOD CONDITION.
 EW4406
 EW4406                          STATION RECOVERY (1994)
 EW4406
 EW4406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4406'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN
 EW4406'CANOGA PARK, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 27
 EW4406'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE HIGHWAY, 6.2 M
 EW4406'(20.3 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EW4406'HIGHWAY, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 EW4406'LANES OF THE HIGHWAY, ON THE CENTERLINE OF SATICOY STREET, AND THE
 EW4406'MONUMENT IS RECESSED 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 EW4406'NOTE--ACCESS TO THE DATUM POINT IS THROUGH AN 8-INCH METAL COVER CAST
 EW4406'CITY OF L.A. ENGINEERING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0973 ***********************************************************************
 HR0973  DESIGNATION -  9 DOR RESET
 HR0973  PID         -  HR0973
 HR0973  STATE/COUNTY-  CA/MONO
 HR0973  USGS QUAD   -  CONVICT LAKE (1994)
 HR0973
 HR0973                         *CURRENT SURVEY CONTROL
 HR0973  ___________________________________________________________________
 HR0973* NAD 83(1986)-  37 37 24.     (N)    118 50 22.     (W)     SCALED    
 HR0973* NAVD 88     -      2166.819  (meters)    7108.97   (feet)  ADJUSTED  
 HR0973  ___________________________________________________________________
 HR0973  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 HR0973  DYNAMIC HT  -        2164.060 (meters)    7099.92  (feet)  COMP
 HR0973  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 HR0973
 HR0973  VERT ORDER  -  FIRST     CLASS I
 HR0973
 HR0973.The horizontal coordinates were scaled from a topographic map and have
 HR0973.an estimated accuracy of +/- 6 seconds.
 HR0973
 HR0973.The orthometric height was determined by differential leveling
 HR0973.and adjusted in June 1991.
 HR0973
 HR0973.The geoid height was determined by GEOID03.
 HR0973
 HR0973.The dynamic height is computed by dividing the NAVD 88
 HR0973.geopotential number by the normal gravity value computed on the
 HR0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0973.degrees latitude (g = 980.6199 gals.).
 HR0973
 HR0973.The modeled gravity was interpolated from observed gravity values.
 HR0973
 HR0973;                    North         East    Units  Estimated Accuracy
 HR0973;SPC CA 3     -   625,970.    2,146,580.      MT  (+/- 180 meters Scaled)
 HR0973
 HR0973                          SUPERSEDED SURVEY CONTROL
 HR0973
 HR0973.No superseded survey control is available for this station.
 HR0973
 HR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB376656(NAD 83)
 HR0973_MARKER: DD = SURVEY DISK
 HR0973_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HR0973+WITH SETTING: INFORMATION.
 HR0973_SP_SET: METAL ROD DRIVEN INTO GROUND
 HR0973_STAMPING: 9 DOR 1975 RESET 1983
 HR0973_MARK LOGO: USGS  
 HR0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HR0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HR0973+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0973
 HR0973  HISTORY     - Date     Condition        Report By
 HR0973  HISTORY     - 1983     MONUMENTED       USGS
 HR0973  HISTORY     - 1985     GOOD             USGS
 HR0973  HISTORY     - 1986     GOOD             NGS
 HR0973  HISTORY     - 1987     GOOD             NGS
 HR0973  HISTORY     - 19881009 GOOD             NGS
 HR0973
 HR0973                          STATION DESCRIPTION
 HR0973
 HR0973'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0973'RECOVERED IN GOOD CONDITION.
 HR0973
 HR0973                          STATION RECOVERY (1986)
 HR0973
 HR0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0973'12.2 KM (7.6 MI) SE FROM MAMMOTH LAKES.
 HR0973'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0973'MAMMOTH LAKES, THENCE 7.17 KM (4.46 MI) SOUTHEAST ALONG US HIGHWAY 395
 HR0973'TO A PAVED ROAD LEADING SOUTH TO CONVICT LAKE, 25.3 METERS (83 FT)
 HR0973'NORTHEAST OF THE CENTER OF THE NORTH BOUND LANES, 21.0 METERS (69 FT)
 HR0973'NORTHWEST OF THE CENTER OF A CLOSED PAVED ROAD LEADING NORTHEAST TO
 HR0973'THE AIRPORT RUNWAY AND 0.9 METER (3 FT) SOUTHWEST OF THE RIGHT-OF-WAY
 HR0973'FENCE.  A SHALLOW-SET METAL ROD ENCASED IN A PIPE PROJECTING 5
 HR0973'CENTIMETERS.
 HR0973'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 HR0973
 HR0973                          STATION RECOVERY (1987)
 HR0973
 HR0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0973'RECOVERED IN GOOD CONDITION.
 HR0973
 HR0973                          STATION RECOVERY (1988)
 HR0973
 HR0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0987 ***********************************************************************
 HR0987  DESIGNATION -  9 EGE
 HR0987  PID         -  HR0987
 HR0987  STATE/COUNTY-  CA/MONO
 HR0987  USGS QUAD   -  OLD MAMMOTH (1994)
 HR0987
 HR0987                         *CURRENT SURVEY CONTROL
 HR0987  ___________________________________________________________________
 HR0987* NAD 83(1986)-  37 38 31.     (N)    118 54 12.     (W)     SCALED    
 HR0987* NAVD 88     -      2207.315  (meters)    7241.83   (feet)  ADJUSTED  
 HR0987  ___________________________________________________________________
 HR0987  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HR0987  DYNAMIC HT  -        2204.466 (meters)    7232.49  (feet)  COMP
 HR0987  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 HR0987
 HR0987  VERT ORDER  -  FIRST     CLASS I
 HR0987
 HR0987.The horizontal coordinates were scaled from a topographic map and have
 HR0987.an estimated accuracy of +/- 6 seconds.
 HR0987
 HR0987.The orthometric height was determined by differential leveling
 HR0987.and adjusted in June 1991.
 HR0987
 HR0987.The geoid height was determined by GEOID03.
 HR0987
 HR0987.The dynamic height is computed by dividing the NAVD 88
 HR0987.geopotential number by the normal gravity value computed on the
 HR0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HR0987.degrees latitude (g = 980.6199 gals.).
 HR0987
 HR0987.The modeled gravity was interpolated from observed gravity values.
 HR0987
 HR0987;                    North         East    Units  Estimated Accuracy
 HR0987;SPC CA 3     -   627,940.    2,140,900.      MT  (+/- 180 meters Scaled)
 HR0987
 HR0987                          SUPERSEDED SURVEY CONTROL
 HR0987
 HR0987.No superseded survey control is available for this station.
 HR0987
 HR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB320677(NAD 83)
 HR0987_MARKER: DD = SURVEY DISK
 HR0987_SETTING: 80 = SET IN A BOULDER
 HR0987_SP_SET: IN DRILL HOLE IN A BOULDER
 HR0987_STAMPING: 9 EGE 1983
 HR0987_MARK LOGO: USGS  
 HR0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HR0987+STABILITY: SURFACE MOTION
 HR0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HR0987+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1988
 HR0987
 HR0987  HISTORY     - Date     Condition        Report By
 HR0987  HISTORY     - 1983     MONUMENTED       USGS
 HR0987  HISTORY     - 1985     GOOD             USGS
 HR0987  HISTORY     - 1986     GOOD             NGS
 HR0987  HISTORY     - 1987     GOOD             NGS
 HR0987  HISTORY     - 19881009 GOOD             NGS
 HR0987
 HR0987                          STATION DESCRIPTION
 HR0987
 HR0987'DESCRIBED BY US GEOLOGICAL SURVEY 1985
 HR0987'RECOVERED IN GOOD CONDITION.
 HR0987
 HR0987                          STATION RECOVERY (1986)
 HR0987
 HR0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HR0987'6.3 KM (3.9 MI) SE FROM MAMMOTH LAKES.
 HR0987'5.7 KM (3.5 MI) EAST ALONG STATE HIGHWAY 203 FROM THE POST OFFICE IN
 HR0987'MAMMOTH LAKES, THENCE 0.64 KM (0.40 MI) SOUTHEAST ALONG OLD US HIGHWAY
 HR0987'395, THENCE 0.9 KM (0.06 MI) NORTH UP-HILL ALONG A DIRT ROAD TO THE Y
 HR0987'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, IN TOP OF A 9- BY 9-FOOT
 HR0987'BOULDER PROJECTING 12-INCHES ABOVE THE SURFACE OF THE GROUND,
 HR0987'68.3 METERS (224 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 16.2
 HR0987'METERS (53 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 13.0 METERS
 HR0987'(42.5 FT) SOUTH OF THE CENTER OF A DIRT ROAD.
 HR0987'THE MARK IS 6.9 METERS  NW FROM  A WITNESS POST
 HR0987'THE MARK IS 8.0 M ABOVE THE HIGHWAY.
 HR0987
 HR0987                          STATION RECOVERY (1987)
 HR0987
 HR0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HR0987'RECOVERED IN GOOD CONDITION.
 HR0987
 HR0987                          STATION RECOVERY (1988)
 HR0987
 HR0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HR0987'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 HR0987'DELETE--THENCE 0.9 KM (0.6 MI) NORTH UPHILL ALONG A DIRT ROAD TO THE Y
 HR0987'JUNCTION OF A DIRT ROAD LEADING NORTHWEST.  ADD- 60.0 M (196.8 FT)
 HR0987'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1076 ***********************************************************************
 DC1076  DESIGNATION -  9 F 231 SD CO
 DC1076  PID         -  DC1076
 DC1076  STATE/COUNTY-  CA/SAN DIEGO
 DC1076  USGS QUAD   -  LA JOLLA (1975)
 DC1076
 DC1076                         *CURRENT SURVEY CONTROL
 DC1076  ___________________________________________________________________
 DC1076* NAD 83(1986)-  32 49 39.     (N)    117 08 34.     (W)     SCALED    
 DC1076* NAVD 88     -       126.17   (+/-2cm)     413.9    (feet)  VERTCON   
 DC1076  ___________________________________________________________________
 DC1076  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DC1076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DC1076
 DC1076.The horizontal coordinates were scaled from a topographic map and have
 DC1076.an estimated accuracy of +/- 6 seconds.
 DC1076
 DC1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1076.The vertical order pertains to the NGVD 29 superseded value.
 DC1076
 DC1076.The geoid height was determined by GEOID03.
 DC1076
 DC1076;                    North         East    Units  Estimated Accuracy
 DC1076;SPC CA 6     -   573,650.    1,916,410.      MT  (+/- 180 meters Scaled)
 DC1076
 DC1076                          SUPERSEDED SURVEY CONTROL
 DC1076
 DC1076  NGVD 29 (??/??/??)  125.528  (m)          411.84   (f) ADJUSTED    2 0
 DC1076
 DC1076.Superseded values are not recommended for survey control.
 DC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1076.See file dsdata.txt to determine how the superseded data were derived.
 DC1076
 DC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS866321(NAD 83)
 DC1076_MARKER: DB = BENCH MARK DISK
 DC1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC1076_STAMPING: 9 F 231
 DC1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1076+STABILITY: SURFACE MOTION
 DC1076
 DC1076  HISTORY     - Date     Condition        Report By
 DC1076  HISTORY     - UNK      MONUMENTED       CA3260
 DC1076  HISTORY     - 1955     GOOD             NGS
 DC1076  HISTORY     - 1957     MARK NOT FOUND   NGS
 DC1076
 DC1076                          STATION DESCRIPTION
 DC1076
 DC1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1076'2.3 MI SW FROM CAMP ELLIOTT.
 DC1076'2.3 MILES SOUTHWEST ALONG A PAVED ROAD (OLD U.S. HIGHWAY 395)
 DC1076'FROM THE MAIN GATE AT CAMP ELLIOTT, 0.9 MILE SOUTHWEST OF THE
 DC1076'KAY LAB BUILDING, 147 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DC1076'ROAD, 123 FEET SOUTHEAST OF TELEPHONE POLE 4433-46 H, 2.6 FEET
 DC1076'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE
 DC1076'GROUND, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DISK
 DC1076'HAS A TRIANGULATION MARK IN THE CENTER.  SLANTING DISK, ROD HELD
 DC1076'ON NUMBERS 231.  NOTE-- THIS IS THE SITE OF CONVAIR, ASTRONAUTICS
 DC1076'DIVISION.  THE AREA HAS BEEN FILLED WITH ABOUT 14 INCHES OF
 DC1076'DIRT AND PROBABLY BE COVERED WITH PAVING.
 DC1076
 DC1076                          STATION RECOVERY (1957)
 DC1076
 DC1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DC1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2265 ***********************************************************************
 EV2265  DESIGNATION -  9 FMK
 EV2265  PID         -  EV2265
 EV2265  STATE/COUNTY-  CA/KERN
 EV2265  USGS QUAD   -  LEUHMAN RIDGE (1973)
 EV2265
 EV2265                         *CURRENT SURVEY CONTROL
 EV2265  ___________________________________________________________________
 EV2265* NAD 83(1986)-  34 59 44.     (N)    117 41 31.     (W)     SCALED    
 EV2265* NAVD 88     -       741.604  (meters)    2433.08   (feet)  ADJUSTED  
 EV2265  ___________________________________________________________________
 EV2265  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EV2265  DYNAMIC HT  -         740.770 (meters)    2430.34  (feet)  COMP
 EV2265  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 EV2265
 EV2265  VERT ORDER  -  FIRST     CLASS I
 EV2265
 EV2265.The horizontal coordinates were scaled from a topographic map and have
 EV2265.an estimated accuracy of +/- 6 seconds.
 EV2265
 EV2265.The orthometric height was determined by differential leveling
 EV2265.and adjusted in June 1991.
 EV2265.WARNING-Repeat measurements at this control monument indicate possible
 EV2265.vertical movement.
 EV2265
 EV2265.The geoid height was determined by GEOID03.
 EV2265
 EV2265.The dynamic height is computed by dividing the NAVD 88
 EV2265.geopotential number by the normal gravity value computed on the
 EV2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EV2265.degrees latitude (g = 980.6199 gals.).
 EV2265
 EV2265.The modeled gravity was interpolated from observed gravity values.
 EV2265
 EV2265;                    North         East    Units  Estimated Accuracy
 EV2265;SPC CA 5     -   665,940.    2,028,120.      MT  (+/- 180 meters Scaled)
 EV2265
 EV2265                          SUPERSEDED SURVEY CONTROL
 EV2265
 EV2265  NGVD 29 (??/??/92)  740.803  (m)         2430.45   (f) ADJ UNCH    1 1
 EV2265
 EV2265.Superseded values are not recommended for survey control.
 EV2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2265.See file dsdata.txt to determine how the superseded data were derived.
 EV2265
 EV2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU368727(NAD 83)
 EV2265_MARKER: DD = SURVEY DISK
 EV2265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EV2265_SP_SET: 10 FEET
 EV2265_STAMPING: 9 FMK 1973
 EV2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EV2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EV2265+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 EV2265
 EV2265  HISTORY     - Date     Condition        Report By
 EV2265  HISTORY     - 1973     MONUMENTED       USGS
 EV2265  HISTORY     - 1974     GOOD             NGS
 EV2265  HISTORY     - 1977     GOOD             NGS
 EV2265  HISTORY     - 20070914 GOOD             GEOCAC
 EV2265
 EV2265                          STATION DESCRIPTION
 EV2265
 EV2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EV2265'2.2 MI W FROM BORON.
 EV2265'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EV2265'FROM THE STATION AT BORON, THENCE 1.2 MILES SOUTHWEST ALONG
 EV2265'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 2 POLES
 EV2265'NORTHEAST OF THE CROSSING OF A TELEPHONE LINE, 41.3 FEET SOUTHEAST
 EV2265'OF THE SOUTHEAST RAIL, 82 1/2 FEET NORTHWEST OF THE CENTER LINE
 EV2265'OF A DIRT ROAD, 10 1/2 FEET NORTHEAST OF TELEPHONE BRACE POLE
 EV2265'196-10, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2
 EV2265'FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED
 EV2265'ROD DRIVEN TO A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE
 EV2265'ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT
 EV2265'ABOVE THE GROUND.  SECTION 2, T 10N, R 8W
 EV2265
 EV2265                          STATION RECOVERY (1977)
 EV2265
 EV2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EV2265'RECOVERED IN GOOD CONDITION.
 EV2265
 EV2265                          STATION RECOVERY (2007)
 EV2265
 EV2265'RECOVERY NOTE BY GEOCACHING 2007 (LH)
 EV2265'SIGN MISSING, PLASTIC SLEEVE BROKEN, DISC OK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0098 ***********************************************************************
 JS0098  DESIGNATION -  9 LC USGS
 JS0098  PID         -  JS0098
 JS0098  STATE/COUNTY-  CA/EL DORADO
 JS0098  USGS QUAD   -  KYBURZ (1973)
 JS0098
 JS0098                         *CURRENT SURVEY CONTROL
 JS0098  ___________________________________________________________________
 JS0098* NAD 83(1986)-  38 51 00.     (N)    120 22 16.     (W)     SCALED    
 JS0098* NAVD 88     -      1499.77   (+/-2cm)    4920.5    (feet)  VERTCON   
 JS0098  ___________________________________________________________________
 JS0098  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JS0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0098
 JS0098.The horizontal coordinates were scaled from a topographic map and have
 JS0098.an estimated accuracy of +/- 6 seconds.
 JS0098
 JS0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0098.The vertical order pertains to the NGVD 29 superseded value.
 JS0098
 JS0098.The geoid height was determined by GEOID03.
 JS0098
 JS0098;                    North         East    Units  Estimated Accuracy
 JS0098;SPC CA 2     -   632,620.    2,141,380.      MT  (+/- 180 meters Scaled)
 JS0098
 JS0098                          SUPERSEDED SURVEY CONTROL
 JS0098
 JS0098  NGVD 29 (??/??/92) 1498.748  (m)         4917.14   (f) ADJ UNCH    2 0
 JS0098
 JS0098.Superseded values are not recommended for survey control.
 JS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0098.See file dsdata.txt to determine how the superseded data were derived.
 JS0098
 JS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ281034(NAD 83)
 JS0098_MARKER: DB = BENCH MARK DISK
 JS0098_SETTING: 80 = SET IN A BOULDER
 JS0098_SP_SET: BOULDER
 JS0098_STAMPING: 9 LC 1948
 JS0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0098+STABILITY: SURFACE MOTION
 JS0098
 JS0098  HISTORY     - Date     Condition        Report By
 JS0098  HISTORY     - 1948     MONUMENTED       USGS
 JS0098  HISTORY     - 1948     GOOD             NGS
 JS0098
 JS0098                          STATION DESCRIPTION
 JS0098
 JS0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 JS0098'15.5 MI SE FROM UNCLE TOMS CABIN.
 JS0098'7.2 MILES NORTHEAST ALONG THE GEORGETOWN ROAD FROM UNCLE TOMS
 JS0098'CABIN, THENCE 8.3 MILES SOUTH ALONG THE ROBBS VALLEY ROAD, ABOUT
 JS0098'74 YARDS SOUTHWEST OF BENCH MARK S 342, 110 FEET WEST OF THE
 JS0098'WEST EDGE OF A CREEK, 46 FEET SOUTHEAST OF THE CENTER LINE OF
 JS0098'THE ROAD, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD, SET
 JS0098'IN THE TOP OF A LARGE GRANITE PROJECTING ABOUT 1 FOOT ABOVE THE
 JS0098'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT0975 ***********************************************************************
 JT0975  DESIGNATION -  9 M
 JT0975  PID         -  JT0975
 JT0975  STATE/COUNTY-  CA/SONOMA
 JT0975  USGS QUAD   -  JIMTOWN (1993)
 JT0975
 JT0975                         *CURRENT SURVEY CONTROL
 JT0975  ___________________________________________________________________
 JT0975* NAD 83(1986)-  38 39 57.     (N)    122 49 14.     (W)     SCALED    
 JT0975* NAVD 88     -        53.85   (+/-2cm)     176.7    (feet)  VERTCON   
 JT0975  ___________________________________________________________________
 JT0975  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JT0975  VERT ORDER  -  FIRST     CLASS II (See Below)
 JT0975
 JT0975.The horizontal coordinates were scaled from a topographic map and have
 JT0975.an estimated accuracy of +/- 6 seconds.
 JT0975
 JT0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT0975.The vertical order pertains to the NGVD 29 superseded value.
 JT0975
 JT0975.The geoid height was determined by GEOID03.
 JT0975
 JT0975;                    North         East    Units  Estimated Accuracy
 JT0975;SPC CA 2     -   611,240.    1,928,590.      MT  (+/- 180 meters Scaled)
 JT0975
 JT0975                          SUPERSEDED SURVEY CONTROL
 JT0975
 JT0975  NGVD 29 (??/??/92)   52.979  (m)          173.82   (f) ADJ UNCH    1 2
 JT0975
 JT0975.Superseded values are not recommended for survey control.
 JT0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT0975.See file dsdata.txt to determine how the superseded data were derived.
 JT0975
 JT0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH156797(NAD 83)
 JT0975_MARKER: DD = SURVEY DISK
 JT0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JT0975_SP_SET: CULVERT
 JT0975_STAMPING: 9 M 173 1933
 JT0975_MARK LOGO: USGS  
 JT0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JT0975
 JT0975  HISTORY     - Date     Condition        Report By
 JT0975  HISTORY     - 1933     MONUMENTED       USGS
 JT0975  HISTORY     - 1942     GOOD             CGS
 JT0975  HISTORY     - 1960     GOOD             CGS
 JT0975  HISTORY     - 1975     GOOD             USGS
 JT0975  HISTORY     - 1985     GOOD             USPSQD
 JT0975
 JT0975                          STATION DESCRIPTION
 JT0975
 JT0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JT0975'6.3 MI NE FROM HEALDSBURG.
 JT0975'6.3 MILES NORTHEAST ALONG A COUNTY ROAD LEADING TO PINE FLAT
 JT0975'FROM HEALDSBURG, SONOMA COUNTY, ABOUT 200 FEET SOUTH OF VALLEY
 JT0975'STORE, 15 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A CONCRETE
 JT0975'CULVERT, AND IN THE CENTER OF THE TOP OF THE EAST HEADWALL.  A
 JT0975'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JT0975'STAMPED---9 M 173 1933---.
 JT0975
 JT0975                          STATION RECOVERY (1960)
 JT0975
 JT0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT0975'RECOVERED IN GOOD CONDITION.
 JT0975
 JT0975                          STATION RECOVERY (1975)
 JT0975
 JT0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT0975'3.25 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE
 JT0975'STATION AT HEALDSBURG, THENCE 3.35 MILES NORTHEAST ALONG ALEXANDER
 JT0975'VALLEY ROAD, AT A 24-INCH CONCRETE PIPE CULVERT WHICH RUNS PARELLEL
 JT0975'TO AND ON THE SOUTHEAST SIDE OF THE ROAD, 205 FEET SOUTH OF THE SOUTH
 JT0975'CORNER OF THE ALEXANDER VALLEY STORE AND BAR, 72.8 FEET SOUTHWEST OF
 JT0975'A POWER LINE POLE NO. 90 WITH ONE TRANSFORMER, 17 FEET SOUTHEAST OF
 JT0975'THE CENTERLINE OF THE ROAD, 2.5 FEET NORTHWEST OF THE SOUTHEAST END
 JT0975'OF THE HEADWALL, 5.1 FEET EAST OF THE NORTHEAST END OF A STONE AND
 JT0975'CONCRETE RETAINING WALL, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE
 JT0975'ROAD.
 JT0975
 JT0975                          STATION RECOVERY (1985)
 JT0975
 JT0975'RECOVERY NOTE BY US POWER SQUADRON 1985
 JT0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2330 ***********************************************************************
 EW2330  DESIGNATION -  9 M 20 C OF LA
 EW2330  PID         -  EW2330
 EW2330  STATE/COUNTY-  CA/LOS ANGELES
 EW2330  USGS QUAD   -  VAN NUYS (1972)
 EW2330
 EW2330                         *CURRENT SURVEY CONTROL
 EW2330  ___________________________________________________________________
 EW2330* NAD 83(1986)-  34 12 30.     (N)    118 23 48.     (W)     SCALED    
 EW2330* NAVD 88     -       236.40   (+/-2cm)     775.6    (feet)  VERTCON   
 EW2330  ___________________________________________________________________
 EW2330  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EW2330  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2330
 EW2330.The horizontal coordinates were scaled from a topographic map and have
 EW2330.an estimated accuracy of +/- 6 seconds.
 EW2330
 EW2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2330.The vertical order pertains to the NGVD 29 superseded value.
 EW2330
 EW2330.The geoid height was determined by GEOID03.
 EW2330
 EW2330;                    North         East    Units  Estimated Accuracy
 EW2330;SPC CA 5     -   578,640.    1,963,450.      MT  (+/- 180 meters Scaled)
 EW2330
 EW2330                          SUPERSEDED SURVEY CONTROL
 EW2330
 EW2330  NGVD 29 (??/??/92)  235.62   (m)          773.0    (f) COMPUTED    1 1
 EW2330
 EW2330.Superseded values are not recommended for survey control.
 EW2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2330.See file dsdata.txt to determine how the superseded data were derived.
 EW2330
 EW2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713861(NAD 83)
 EW2330_MARKER: Z = SEE DESCRIPTION
 EW2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2330_STAMPING: 9-M-20 1941
 EW2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2330+STABILITY: SURFACE MOTION
 EW2330
 EW2330  HISTORY     - Date     Condition        Report By
 EW2330  HISTORY     - 1941     MONUMENTED       CA1980
 EW2330  HISTORY     - 1968     GOOD             CA1980
 EW2330
 EW2330                          STATION DESCRIPTION
 EW2330
 EW2330'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2330'IN LOS ANGELES.
 EW2330'STANDARD TRAVERSE MONUMENT SUNLAND A-11C, STAMPED 9-M-20 1941,
 EW2330'ON THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2330'SATICOY STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2313 ***********************************************************************
 EW2313  DESIGNATION -  9 M 21 C OF LA
 EW2313  PID         -  EW2313
 EW2313  STATE/COUNTY-  CA/LOS ANGELES
 EW2313  USGS QUAD   -  VAN NUYS (1972)
 EW2313
 EW2313                         *CURRENT SURVEY CONTROL
 EW2313  ___________________________________________________________________
 EW2313* NAD 83(1986)-  34 11 39.     (N)    118 23 48.     (W)     SCALED    
 EW2313* NAVD 88     -       219.98   (+/-2cm)     721.7    (feet)  VERTCON   
 EW2313  ___________________________________________________________________
 EW2313  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EW2313  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW2313
 EW2313.The horizontal coordinates were scaled from a topographic map and have
 EW2313.an estimated accuracy of +/- 6 seconds.
 EW2313
 EW2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2313.The vertical order pertains to the NGVD 29 superseded value.
 EW2313
 EW2313.The geoid height was determined by GEOID03.
 EW2313
 EW2313;                    North         East    Units  Estimated Accuracy
 EW2313;SPC CA 5     -   577,070.    1,963,440.      MT  (+/- 180 meters Scaled)
 EW2313
 EW2313                          SUPERSEDED SURVEY CONTROL
 EW2313
 EW2313  NGVD 29 (??/??/92)  219.20   (m)          719.2    (f) COMPUTED    1 1
 EW2313
 EW2313.Superseded values are not recommended for survey control.
 EW2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2313.See file dsdata.txt to determine how the superseded data were derived.
 EW2313
 EW2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713845(NAD 83)
 EW2313_MARKER: Z = SEE DESCRIPTION
 EW2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2313_STAMPING: 9-M-21
 EW2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2313+STABILITY: SURFACE MOTION
 EW2313
 EW2313  HISTORY     - Date     Condition        Report By
 EW2313  HISTORY     - UNK      MONUMENTED       CA1980
 EW2313  HISTORY     - 1968     GOOD             CA1980
 EW2313
 EW2313                          STATION DESCRIPTION
 EW2313
 EW2313'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW2313'IN LOS ANGELES.
 EW2313'STANDARD TRAVERSE MONUMENT BURBANK A-1B, STAMPED 9-M-21 1951, ON
 EW2313'THE CENTER LINE INTERSECTION OF LAUREL CANYON BOULEVARD AND
 EW2313'VANOWEN STREET.  (RESET 51-56).
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2110 ***********************************************************************
 EW2110  DESIGNATION -  9 N 22 C OF LA
 EW2110  PID         -  EW2110
 EW2110  STATE/COUNTY-  CA/LOS ANGELES
 EW2110  USGS QUAD   -  BURBANK (1994)
 EW2110
 EW2110                         *CURRENT SURVEY CONTROL
 EW2110  ___________________________________________________________________
 EW2110* NAD 83(1986)-  34 11 38.     (N)    118 22 12.     (W)     SCALED    
 EW2110* NAVD 88     -       215.14   (+/-2cm)     705.8    (feet)  VERTCON   
 EW2110  ___________________________________________________________________
 EW2110  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EW2110  VERT ORDER  -  THIRD (See Below)
 EW2110
 EW2110.The horizontal coordinates were scaled from a topographic map and have
 EW2110.an estimated accuracy of +/- 6 seconds.
 EW2110
 EW2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2110.The vertical order pertains to the NGVD 29 superseded value.
 EW2110
 EW2110.The geoid height was determined by GEOID03.
 EW2110
 EW2110;                    North         East    Units  Estimated Accuracy
 EW2110;SPC CA 5     -   577,030.    1,965,900.      MT  (+/- 180 meters Scaled)
 EW2110
 EW2110                          SUPERSEDED SURVEY CONTROL
 EW2110
 EW2110  NGVD 29 (??/??/??)  214.36   (m)          703.3    (f) RESET       3  
 EW2110
 EW2110.Superseded values are not recommended for survey control.
 EW2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2110.See file dsdata.txt to determine how the superseded data were derived.
 EW2110
 EW2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT737845(NAD 83)
 EW2110_MARKER: DD = SURVEY DISK
 EW2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW2110_STAMPING: 9N22 1941
 EW2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW2110+STABILITY: SURFACE MOTION
 EW2110
 EW2110  HISTORY     - Date     Condition        Report By
 EW2110  HISTORY     - 1941     MONUMENTED       CA1980
 EW2110  HISTORY     - 1945     GOOD             NGS
 EW2110  HISTORY     - 1966     MARK NOT FOUND   NGS
 EW2110
 EW2110                          STATION DESCRIPTION
 EW2110
 EW2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EW2110'AT LOS ANGELES.
 EW2110'AT LOS ANGELES 3.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC
 EW2110'CO. RAILROAD FROM THE STATION AT BURBANK, THENCE 0.15 MILE
 EW2110'SOUTH ALONG VINELAND AVENUE, SET AT THE INTERSECTION OF VINELAND
 EW2110'AVENUE AND VANOWEN STREET, ON THE CENTERLINE OF VANOWEN STREET,
 EW2110'2.5 FEET WEST OF CENTERLINE OF VINELAND AVENUE, ABOUT 1.1 FEET
 EW2110'BELOW THE SURFACE OF THE STREET AND COVERED BY A 10 INCH CAST
 EW2110'IRON COVER MARKED CITY OF L.A. MONUMENT ENGINEERING.  A CITY
 EW2110'OF LOS ANGELES STANDARD DISK, STAMPED 9 N 22 1941 AND SET IN
 EW2110'THE TOP OF A CONCRETE POST.
 EW2110
 EW2110                          STATION RECOVERY (1966)
 EW2110
 EW2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EW2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW2308 ***********************************************************************
 EW2308  DESIGNATION -  9 N 23 C OF LA
 EW2308  PID         -  EW2308
 EW2308  STATE/COUNTY-  CA/LOS ANGELES
 EW2308  USGS QUAD   -  VAN NUYS (1972)
 EW2308
 EW2308                         *CURRENT SURVEY CONTROL
 EW2308  ___________________________________________________________________
 EW2308* NAD 83(1986)-  34 11 38.     (N)    118 23 16.     (W)     SCALED    
 EW2308* NAVD 88     -       218.25   (+/-2cm)     716.0    (feet)  VERTCON   
 EW2308  ___________________________________________________________________
 EW2308  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EW2308  VERT ORDER  -  FIRST     CLASS II (See Below)
 EW2308
 EW2308.The horizontal coordinates were scaled from a topographic map and have
 EW2308.an estimated accuracy of +/- 6 seconds.
 EW2308
 EW2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW2308.The vertical order pertains to the NGVD 29 superseded value.
 EW2308
 EW2308.The geoid height was determined by GEOID03.
 EW2308
 EW2308;                    North         East    Units  Estimated Accuracy
 EW2308;SPC CA 5     -   577,040.    1,964,260.      MT  (+/- 180 meters Scaled)
 EW2308
 EW2308                          SUPERSEDED SURVEY CONTROL
 EW2308
 EW2308  NGVD 29 (??/??/92)  217.47   (m)          713.5    (f) COMPUTED    1 2
 EW2308
 EW2308.Superseded values are not recommended for survey control.
 EW2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW2308.See file dsdata.txt to determine how the superseded data were derived.
 EW2308
 EW2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT721845(NAD 83)
 EW2308_MARKER: DD = SURVEY DISK
 EW2308_SETTING: 0 = UNSPECIFIED SETTING
 EW2308_STAMPING: 9 N 23 1941
 EW2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW2308
 EW2308  HISTORY     - Date     Condition        Report By
 EW2308  HISTORY     - 1941     MONUMENTED       CA1980
 EW2308  HISTORY     - 1966     GOOD             NGS
 EW2308
 EW2308                          STATION DESCRIPTION
 EW2308
 EW2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 EW2308'AT LOS ANGELES.
 EW2308'LOCATED AT THE INTERSECTION OF LANKERSHIM BOULEVARD AND VANOWEN
 EW2308'STREET AND IN THE CENTERLINE OF EACH.  THE MARK IS SET ABOUT
 EW2308'1 FOOT BELOW THE STREET SURFACE AND IS COVERED BY A 10 INCH
 EW2308'CAST IRON COVER MARKED L.A. MONUMENT ENGINEERING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2409 ***********************************************************************
 HS2409  DESIGNATION -  9 NWW
 HS2409  PID         -  HS2409
 HS2409  STATE/COUNTY-  CA/STANISLAUS
 HS2409  USGS QUAD   -  NEWMAN (1978)
 HS2409
 HS2409                         *CURRENT SURVEY CONTROL
 HS2409  ___________________________________________________________________
 HS2409* NAD 83(1986)-  37 18 43.     (N)    121 01 12.     (W)     SCALED    
 HS2409* NAVD 88     -        26.30   (+/-2cm)      86.3    (feet)  VERTCON   
 HS2409  ___________________________________________________________________
 HS2409  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 HS2409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2409
 HS2409.The horizontal coordinates were scaled from a topographic map and have
 HS2409.an estimated accuracy of +/- 6 seconds.
 HS2409
 HS2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2409.The vertical order pertains to the NGVD 29 superseded value.
 HS2409
 HS2409.The geoid height was determined by GEOID03.
 HS2409
 HS2409;                    North         East    Units  Estimated Accuracy
 HS2409;SPC CA 3     -   590,240.    1,953,910.      MT  (+/- 180 meters Scaled)
 HS2409
 HS2409                          SUPERSEDED SURVEY CONTROL
 HS2409
 HS2409  NGVD 29 (??/??/92)   25.55   (m)           83.8    (f) COMPUTED    2 0
 HS2409
 HS2409.Superseded values are not recommended for survey control.
 HS2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2409.See file dsdata.txt to determine how the superseded data were derived.
 HS2409
 HS2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG754313(NAD 83)
 HS2409_MARKER: Z = SEE DESCRIPTION
 HS2409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS2409_SP_SET: CONCRETE
 HS2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2409
 HS2409  HISTORY     - Date     Condition        Report By
 HS2409  HISTORY     - UNK      MONUMENTED       CGS
 HS2409  HISTORY     - 1935     GOOD             NGS
 HS2409  HISTORY     - 1958     MARK NOT FOUND   NGS
 HS2409
 HS2409                          STATION DESCRIPTION
 HS2409
 HS2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HS2409'IN NEWMAN.
 HS2409'AT THE INTERSECTION OF STANILAUS AND N STREETS, (10 FT. EAST)
 HS2409'ABOUT 8 INCHES BELOW THE SURFACE OF STREET, WITH CAST IRON
 HS2409'MONUMENT COVER.
 HS2409
 HS2409                          STATION RECOVERY (1958)
 HS2409
 HS2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 HS2409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5420 ***********************************************************************
 DX5420  DESIGNATION -  9 OJA
 DX5420  PID         -  DX5420
 DX5420  STATE/COUNTY-  CA/RIVERSIDE
 DX5420  USGS QUAD   -  LAKEVIEW (1979)
 DX5420
 DX5420                         *CURRENT SURVEY CONTROL
 DX5420  ___________________________________________________________________
 DX5420* NAD 83(1986)-  33 48 11.     (N)    117 02 13.     (W)     SCALED    
 DX5420* NAVD 88     -       455.375  (meters)    1494.01   (feet)  ADJUSTED  
 DX5420  ___________________________________________________________________
 DX5420  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5420  DYNAMIC HT  -         454.846 (meters)    1492.27  (feet)  COMP
 DX5420  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 DX5420
 DX5420  VERT ORDER  -  FIRST     CLASS II
 DX5420
 DX5420.The horizontal coordinates were scaled from a topographic map and have
 DX5420.an estimated accuracy of +/- 6 seconds.
 DX5420
 DX5420.The orthometric height was determined by differential leveling
 DX5420.and adjusted in January 1993.
 DX5420
 DX5420.The geoid height was determined by GEOID03.
 DX5420
 DX5420.The dynamic height is computed by dividing the NAVD 88
 DX5420.geopotential number by the normal gravity value computed on the
 DX5420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5420.degrees latitude (g = 980.6199 gals.).
 DX5420
 DX5420.The modeled gravity was interpolated from observed gravity values.
 DX5420
 DX5420;                    North         East    Units  Estimated Accuracy
 DX5420;SPC CA 6     -   681,760.    1,927,130.      MT  (+/- 180 meters Scaled)
 DX5420
 DX5420                          SUPERSEDED SURVEY CONTROL
 DX5420
 DX5420.No superseded survey control is available for this station.
 DX5420
 DX5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT965403(NAD 83)
 DX5420_MARKER: DB = BENCH MARK DISK
 DX5420_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5420_SP_SET: IN TOP OF HEADWALL OF BRIDGE
 DX5420_STAMPING: 9 OJA 1967
 DX5420_MARK LOGO: MWDSC 
 DX5420_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5420+STABILITY: SURFACE MOTION
 DX5420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5420+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5420
 DX5420  HISTORY     - Date     Condition        Report By
 DX5420  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5420
 DX5420                          STATION DESCRIPTION
 DX5420
 DX5420'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5420'4.8 MILES (7.7 KM) NORTHWEST OF SAN JACINTO, 1.4 SOUTHWEST OF THE
 DX5420'INTERSECTION OF THE RAMONA EXPESSWAY AND WARREN ROAD, SOUTH ON WARREN
 DX5420'TO MICHEL ROAD, WEST ON MICHEL ROAD TO BRIDGE CROSSING THE CASA LOMA
 DX5420'CANAL, ON NORTHEAST CORNER OF BRIDGE, FOUND 3 INCH STANDARD BRASS MWD
 DX5420'DISK, FLUSH IN HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5641 ***********************************************************************
 DX5641  DESIGNATION -  9 OJA
 DX5641  PID         -  DX5641
 DX5641  STATE/COUNTY-  CA/RIVERSIDE
 DX5641  USGS QUAD   -  BACHELOR MTN (1978)
 DX5641
 DX5641                         *CURRENT SURVEY CONTROL
 DX5641  ___________________________________________________________________
 DX5641* NAD 83(1986)-  33 36 34.     (N)    117 04 48.     (W)     SCALED    
 DX5641* NAVD 88     -       454.748  (meters)    1491.95   (feet)  ADJUSTED  
 DX5641  ___________________________________________________________________
 DX5641  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DX5641  DYNAMIC HT  -         454.231 (meters)    1490.26  (feet)  COMP
 DX5641  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 DX5641
 DX5641  VERT ORDER  -  FIRST     CLASS II
 DX5641
 DX5641.The horizontal coordinates were scaled from a topographic map and have
 DX5641.an estimated accuracy of +/- 6 seconds.
 DX5641
 DX5641.The orthometric height was determined by differential leveling
 DX5641.and adjusted in May 1994.
 DX5641
 DX5641.The geoid height was determined by GEOID03.
 DX5641
 DX5641.The dynamic height is computed by dividing the NAVD 88
 DX5641.geopotential number by the normal gravity value computed on the
 DX5641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5641.degrees latitude (g = 980.6199 gals.).
 DX5641
 DX5641.The modeled gravity was interpolated from observed gravity values.
 DX5641
 DX5641;                    North         East    Units  Estimated Accuracy
 DX5641;SPC CA 6     -   660,320.    1,922,980.      MT  (+/- 180 meters Scaled)
 DX5641
 DX5641                          SUPERSEDED SURVEY CONTROL
 DX5641
 DX5641.No superseded survey control is available for this station.
 DX5641
 DX5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT925188(NAD 83)
 DX5641_MARKER: DD = SURVEY DISK
 DX5641_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX5641_SP_SET: BRIDGE WINGWALL
 DX5641_STAMPING: 9 OJA 1968
 DX5641_MARK LOGO: MWDSC 
 DX5641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX5641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5641+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5641
 DX5641  HISTORY     - Date     Condition        Report By
 DX5641  HISTORY     - 1968     MONUMENTED       MWDSC
 DX5641  HISTORY     - 19921109 GOOD             MWDSC
 DX5641
 DX5641                          STATION DESCRIPTION
 DX5641
 DX5641'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5641'LAKE SKINNER, FROM THE SURVEY OFFICE AT THE SOUTH END OF THE DAM AT
 DX5641'LAKE SKINNER, THENCE NORTH ALONG THE DAM IN THE PATROL ROAD AT THE
 DX5641'NORTH END OF THE DAM, NORTHWESTERLY ALONG PATROL ROAD 1.5 MILES (2.4
 DX5641'KM) TO THE INTERSECTION OF THE ACCESS ROAD (DIRT) TO AN ABANDONED
 DX5641'CHICKEN RANCH (EAST OF CANAL).  THE SAN DIEGO CANAL AT STATION
 DX5641'1038+70 TO A BRIDGE OVER THE CANAL, AT THE NORTHEAST CORNER OF
 DX5641'BRIDGE, 7 FEET (2.1 M) WEST OF EAST END OF WINGALL, ON TOP OF
 DX5641'WINGWALL, 3 FEET (0.9 M) ABOVE GROUND, IN TOP OF THE EAST WINGWALL AT
 DX5641'THE INLET TO THE SIPHON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5419 ***********************************************************************
 DX5419  DESIGNATION -  9 PCL
 DX5419  PID         -  DX5419
 DX5419  STATE/COUNTY-  CA/RIVERSIDE
 DX5419  USGS QUAD   -  LAKEVIEW (1979)
 DX5419
 DX5419                         *CURRENT SURVEY CONTROL
 DX5419  ___________________________________________________________________
 DX5419* NAD 83(1986)-  33 47 52.     (N)    117 02 08.     (W)     SCALED    
 DX5419* NAVD 88     -       455.687  (meters)    1495.03   (feet)  ADJUSTED  
 DX5419  ___________________________________________________________________
 DX5419  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DX5419  DYNAMIC HT  -         455.158 (meters)    1493.30  (feet)  COMP
 DX5419  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 DX5419
 DX5419  VERT ORDER  -  FIRST     CLASS II
 DX5419
 DX5419.The horizontal coordinates were scaled from a topographic map and have
 DX5419.an estimated accuracy of +/- 6 seconds.
 DX5419
 DX5419.The orthometric height was determined by differential leveling
 DX5419.and adjusted in January 1993.
 DX5419
 DX5419.The geoid height was determined by GEOID03.
 DX5419
 DX5419.The dynamic height is computed by dividing the NAVD 88
 DX5419.geopotential number by the normal gravity value computed on the
 DX5419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5419.degrees latitude (g = 980.6199 gals.).
 DX5419
 DX5419.The modeled gravity was interpolated from observed gravity values.
 DX5419
 DX5419;                    North         East    Units  Estimated Accuracy
 DX5419;SPC CA 6     -   681,170.    1,927,260.      MT  (+/- 180 meters Scaled)
 DX5419
 DX5419                          SUPERSEDED SURVEY CONTROL
 DX5419
 DX5419.No superseded survey control is available for this station.
 DX5419
 DX5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT967397(NAD 83)
 DX5419_MARKER: DB = BENCH MARK DISK
 DX5419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DX5419_SP_SET: IN TOP OF HEADWALL
 DX5419_STAMPING: 9 PCL 1967
 DX5419_MARK LOGO: MWDSC 
 DX5419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5419+STABILITY: SURFACE MOTION
 DX5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5419+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DX5419
 DX5419  HISTORY     - Date     Condition        Report By
 DX5419  HISTORY     - 1967     MONUMENTED       MWDSC
 DX5419
 DX5419                          STATION DESCRIPTION
 DX5419
 DX5419'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1967
 DX5419'4.6 MILES (7.4 KM) WEST OF SAN JACINTO, 0.9 MILES (1.4 KM) NORTHWEST
 DX5419'OF THE INTERSECTION OF WARREN ROAD AND COTTONWOOD AVE., 2 FEET
 DX5419'(0.6 M) SOUTH OF THE SOUTH HEADWALL OF A SIPHON ON THE CASA LOMA
 DX5419'CANAL, 0.1 FEET (3.0 CM) INSIDE CHAIN LINK FENCE, AT THE SOUTHEAST
 DX5419'CORNER OF THE SIPHON, FOUND 3 INCH STANDARD BRASS DISK SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW1238 ***********************************************************************
 EW1238  DESIGNATION -  9 W C OF LA
 EW1238  PID         -  EW1238
 EW1238  STATE/COUNTY-  CA/LOS ANGELES
 EW1238  USGS QUAD   -  HOLLYWOOD (1994)
 EW1238
 EW1238                         *CURRENT SURVEY CONTROL
 EW1238  ___________________________________________________________________
 EW1238* NAD 83(1986)-  34 02 25.     (N)    118 19 51.     (W)     SCALED    
 EW1238* NAVD 88     -        56.83   (+/-2cm)     186.4    (feet)  VERTCON   
 EW1238  ___________________________________________________________________
 EW1238  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EW1238  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW1238
 EW1238.The horizontal coordinates were scaled from a topographic map and have
 EW1238.an estimated accuracy of +/- 6 seconds.
 EW1238
 EW1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW1238.The vertical order pertains to the NGVD 29 superseded value.
 EW1238
 EW1238.The geoid height was determined by GEOID03.
 EW1238
 EW1238;                    North         East    Units  Estimated Accuracy
 EW1238;SPC CA 5     -   559,980.    1,969,450.      MT  (+/- 180 meters Scaled)
 EW1238
 EW1238                          SUPERSEDED SURVEY CONTROL
 EW1238
 EW1238  NGVD 29 (??/??/92)   56.07   (m)          184.0    (f) COMPUTED    1 1
 EW1238
 EW1238.Superseded values are not recommended for survey control.
 EW1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW1238.See file dsdata.txt to determine how the superseded data were derived.
 EW1238
 EW1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT771674(NAD 83)
 EW1238_MARKER: DD = SURVEY DISK
 EW1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EW1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EW1238_STAMPING: 9-W
 EW1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW1238+STABILITY: SURFACE MOTION
 EW1238
 EW1238  HISTORY     - Date     Condition        Report By
 EW1238  HISTORY     - UNK      MONUMENTED       CA1980
 EW1238  HISTORY     - 1969     GOOD             CA1980
 EW1238
 EW1238                          STATION DESCRIPTION
 EW1238
 EW1238'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1969
 EW1238'AT LOS ANGELES.
 EW1238'STANDARD CITY DISC STAMPED 9-W, IN 8-INCH MONUMENT, 3 FEET
 EW1238'NORTH OF THE NORTH CURB LINE OF WASHINGTON BOULEVARD, 3 FEET
 EW1238'WEST OF THE WEST PROPERTY LINE OF CRENSHAW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT0156 ***********************************************************************
 HT0156  DESIGNATION -  9+00 EBMUD
 HT0156  PID         -  HT0156
 HT0156  STATE/COUNTY-  CA/CONTRA COSTA
 HT0156  USGS QUAD   -  BRIONES VALLEY (1993)
 HT0156
 HT0156                         *CURRENT SURVEY CONTROL
 HT0156  ___________________________________________________________________
 HT0156* NAD 83(1986)-  37 53 31.     (N)    122 12 08.     (W)     SCALED    
 HT0156* NAVD 88     -       112.86   (+/-2cm)     370.3    (feet)  VERTCON   
 HT0156  ___________________________________________________________________
 HT0156  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 HT0156  VERT ORDER  -  FIRST     CLASS II (See Below)
 HT0156
 HT0156.The horizontal coordinates were scaled from a topographic map and have
 HT0156.an estimated accuracy of +/- 6 seconds.
 HT0156
 HT0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 HT0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HT0156.The vertical order pertains to the NGVD 29 superseded value.
 HT0156
 HT0156.The geoid height was determined by GEOID03.
 HT0156
 HT0156;                    North         East    Units  Estimated Accuracy
 HT0156;SPC CA 3     -   655,840.    1,850,290.      MT  (+/- 180 meters Scaled)
 HT0156
 HT0156                          SUPERSEDED SURVEY CONTROL
 HT0156
 HT0156  NGVD 29 (??/??/92)  112.007  (m)          367.48   (f) ADJ UNCH    1 2
 HT0156
 HT0156.Superseded values are not recommended for survey control.
 HT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT0156.See file dsdata.txt to determine how the superseded data were derived.
 HT0156
 HT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG701941(NAD 83)
 HT0156_MARKER: DD = SURVEY DISK
 HT0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HT0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HT0156_STAMPING: CL 9+00
 HT0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT0156+STABILITY: SURFACE MOTION
 HT0156
 HT0156  HISTORY     - Date     Condition        Report By
 HT0156  HISTORY     - UNK      MONUMENTED       EBMUD
 HT0156  HISTORY     - 1935     MARK NOT FOUND   NGS
 HT0156  HISTORY     - 1962     MARK NOT FOUND   NGS
 HT0156  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 HT0156
 HT0156                          STATION DESCRIPTION
 HT0156
 HT0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HT0156'0.7 MI NW FROM ORINDA.
 HT0156'0.7 MILE NORTHWEST ALONG SAN PABLO CREEK ROAD FROM ORINDA,
 HT0156'CONTRA COSTA COUNTY, AT THE EAST BAY MUNICIPAL UTILITY DISTRICT
 HT0156'ORINDA FILTER PLANT, 425 FEET NORTHEAST OF THE ROAD, 900 FEET
 HT0156'NORTHWEST OF THE CONCRETE SCREENING CHAMBER, 215 FEET WEST OF THE
 HT0156'WEST END OF THE FILTER BUILDING, ON ITS CENTERLINE, AND 2 INCHES
 HT0156'UNDERGROUND.  AN EAST BAY MUNICIPAL UTILITY DISTRICT STANDARD
 HT0156'DISK, STAMPED CL 9+00 AND SET IN THE TOP OF A CONCRETE POST.
 HT0156
 HT0156                          STATION RECOVERY (1962)
 HT0156
 HT0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HT0156'MARK NOT FOUND.
 HT0156
 HT0156                          STATION RECOVERY (1987)
 HT0156
 HT0156'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAP)
 HT0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0278 ***********************************************************************
 DZ0278  DESIGNATION -  9+47.18 BPR
 DZ0278  PID         -  DZ0278
 DZ0278  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0278  USGS QUAD   -  SANTA YNEZ (1978)
 DZ0278
 DZ0278                         *CURRENT SURVEY CONTROL
 DZ0278  ___________________________________________________________________
 DZ0278* NAD 83(1986)-  34 35 13.     (N)    120 01 42.     (W)     SCALED    
 DZ0278* NAVD 88     -       170.37   (+/-2cm)     559.0    (feet)  VERTCON   
 DZ0278  ___________________________________________________________________
 DZ0278  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DZ0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0278
 DZ0278.The horizontal coordinates were scaled from a topographic map and have
 DZ0278.an estimated accuracy of +/- 6 seconds.
 DZ0278
 DZ0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0278.The vertical order pertains to the NGVD 29 superseded value.
 DZ0278
 DZ0278.The geoid height was determined by GEOID03.
 DZ0278
 DZ0278;                    North         East    Units  Estimated Accuracy
 DZ0278;SPC CA 5     -   622,450.    1,813,940.      MT  (+/- 180 meters Scaled)
 DZ0278
 DZ0278                          SUPERSEDED SURVEY CONTROL
 DZ0278
 DZ0278  NGVD 29 (??/??/92)  169.57   (m)          556.3    (f) COMPUTED    1 2
 DZ0278
 DZ0278.Superseded values are not recommended for survey control.
 DZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0278.See file dsdata.txt to determine how the superseded data were derived.
 DZ0278
 DZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD725312(NAD 83)
 DZ0278_MARKER: DD = SURVEY DISK
 DZ0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0278_STAMPING: 9 47.18 553.25 29
 DZ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0278
 DZ0278  HISTORY     - Date     Condition        Report By
 DZ0278  HISTORY     - UNK      MONUMENTED       BPR
 DZ0278  HISTORY     - 1960     GOOD             NGS
 DZ0278
 DZ0278                          STATION DESCRIPTION
 DZ0278
 DZ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DZ0278'4 MI SE FROM SANTA YNEZ.
 DZ0278'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE
 DZ0278'AT SANTA YNEZ, AT A POINT WHERE THE FORMER HIGHWAY PASSES THROUGH
 DZ0278'A STEEL GATE, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DZ0278'42.7 FEET SOUTH OF A FENCE, 30.8 FEET SOUTHWEST OF THE SOUTH
 DZ0278'END OF THE GATE, 22 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH
 DZ0278'OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND
 DZ0278'RIVETED ON TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT
 DZ0278'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9143 ***********************************************************************
 EW9143  DESIGNATION -  9.0 A CADWR
 EW9143  PID         -  EW9143
 EW9143  STATE/COUNTY-  CA/LOS ANGELES
 EW9143  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9143
 EW9143                         *CURRENT SURVEY CONTROL
 EW9143  ___________________________________________________________________
 EW9143* NAD 83(1986)-  34 44 57.     (N)    118 47 42.     (W)     SCALED    
 EW9143* NAVD 88     -       957.418  (meters)    3141.13   (feet)  READJUSTED
 EW9143  ___________________________________________________________________
 EW9143  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EW9143  DYNAMIC HT  -         956.290 (meters)    3137.43  (feet)  COMP
 EW9143  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 EW9143
 EW9143  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW9143
 EW9143.The horizontal coordinates were scaled from a topographic map and have
 EW9143.an estimated accuracy of +/- 6 seconds.
 EW9143
 EW9143.The orthometric height was determined by differential leveling
 EW9143.and adjusted in February 1993.
 EW9143.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW9143.distribution rate of 0.0 thru 1.0 mm/km.
 EW9143.The height was derived from older observations constrained to new
 EW9143.heights in a crustal motion area.  The height is approximate in
 EW9143.relation to other heights in its vicinity.
 EW9143
 EW9143.The geoid height was determined by GEOID03.
 EW9143
 EW9143.The dynamic height is computed by dividing the NAVD 88
 EW9143.geopotential number by the normal gravity value computed on the
 EW9143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9143.degrees latitude (g = 980.6199 gals.).
 EW9143
 EW9143.The modeled gravity was interpolated from observed gravity values.
 EW9143
 EW9143;                    North         East    Units  Estimated Accuracy
 EW9143;SPC CA 5     -   638,850.    1,927,210.      MT  (+/- 180 meters Scaled)
 EW9143
 EW9143                          SUPERSEDED SURVEY CONTROL
 EW9143
 EW9143  NGVD 29 (??/??/92)  956.530  (m)         3138.22   (f) ADJ UNCH    1 1
 EW9143
 EW9143.Superseded values are not recommended for survey control.
 EW9143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9143.See file dsdata.txt to determine how the superseded data were derived.
 EW9143
 EW9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU356466(NAD 83)
 EW9143_MARKER: DD = SURVEY DISK
 EW9143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EW9143_SP_SET: BRIDGE WALKWAY
 EW9143_STAMPING: MILE 9.0A 1972
 EW9143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9143
 EW9143  HISTORY     - Date     Condition        Report By
 EW9143  HISTORY     - 1972     MONUMENTED
 EW9143  HISTORY     - 1974     GOOD             CA-037
 EW9143  HISTORY     - 1978     GOOD             NGS
 EW9143
 EW9143                          STATION DESCRIPTION
 EW9143
 EW9143'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9143'IN GORMAN.
 EW9143'COPCO AVENUE AND QUAIL LAKE ROAD.  0.9 MILE SOUTHWEST OF THE
 EW9143'INTERSECTION ON COPCO AVENUE AT THE GORMAN CREEK BRIDGE.  SET IN THE
 EW9143'NORTH END OF A WALKWAY ON THE NORTHEAST CORNER OF THE BRIDGE.  6
 EW9143'INCHES ABOVE THE ROADWAY.
 EW9143
 EW9143                          STATION RECOVERY (1978)
 EW9143
 EW9143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9143'4.9 MILES SOUTH ALONG INTERSTATE 5, AT THE CROSSING OF THE WEST BRANCH
 EW9143'AQUEDUCT AND FREEWAY, IN TOP THE NORTH END OF THE EAST CONCRETE CURB
 EW9143'OF COPCO AVENUE BRIDGE OVER AQUEDUCT, 100 FT. EAST OF EAST EDGE NORTH
 EW9143'BOUND LANES OF FREEWAY, 45 FT. EAST THE CENTER LINE COPCO AVENUE, 1.0
 EW9143'FT. SOUTH OF NORTH END EAST CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9142 ***********************************************************************
 EW9142  DESIGNATION -  9.0 B CADWR
 EW9142  PID         -  EW9142
 EW9142  STATE/COUNTY-  CA/LOS ANGELES
 EW9142  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9142
 EW9142                         *CURRENT SURVEY CONTROL
 EW9142  ___________________________________________________________________
 EW9142* NAD 83(1986)-  34 44 54.     (N)    118 47 39.     (W)     SCALED    
 EW9142* NAVD 88     -       956.32   (+/-2cm)    3137.5    (feet)  VERTCON   
 EW9142  ___________________________________________________________________
 EW9142  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW9142  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW9142
 EW9142.The horizontal coordinates were scaled from a topographic map and have
 EW9142.an estimated accuracy of +/- 6 seconds.
 EW9142
 EW9142.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW9142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW9142.The vertical order pertains to the NGVD 29 superseded value.
 EW9142
 EW9142.The geoid height was determined by GEOID03.
 EW9142
 EW9142;                    North         East    Units  Estimated Accuracy
 EW9142;SPC CA 5     -   638,760.    1,927,290.      MT  (+/- 180 meters Scaled)
 EW9142
 EW9142                          SUPERSEDED SURVEY CONTROL
 EW9142
 EW9142  NGVD 29 (??/??/92)  955.43   (m)         3134.6    (f) COMPUTED    1 1
 EW9142
 EW9142.Superseded values are not recommended for survey control.
 EW9142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9142.See file dsdata.txt to determine how the superseded data were derived.
 EW9142
 EW9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU357466(NAD 83)
 EW9142_MARKER: DD = SURVEY DISK
 EW9142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9142_SP_SET: CHANNEL LINING LIP
 EW9142_STAMPING: MILE 9.0B 1972
 EW9142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9142
 EW9142  HISTORY     - Date     Condition        Report By
 EW9142  HISTORY     - 1972     MONUMENTED
 EW9142  HISTORY     - 1974     GOOD             CA-037
 EW9142
 EW9142                          STATION DESCRIPTION
 EW9142
 EW9142'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9142'IN GORMAN.
 EW9142'COPCO AVENUE AND QUAIL LAKE ROAD.  0.9 MILE SOUTHWEST OF THE
 EW9142'INTERSECTION ON COPCO AVENUE AT THE GORMAN CREEK BRIDGE.  SET IN THE
 EW9142'WEST LIP OF THE ENTRANCE CHANNEL LINING, 75.0 FEET NORTH OF THE
 EW9142'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9145 ***********************************************************************
 EW9145  DESIGNATION -  9.12 A CADWR
 EW9145  PID         -  EW9145
 EW9145  STATE/COUNTY-  CA/LOS ANGELES
 EW9145  USGS QUAD   -  BLACK MOUNTAIN (1991)
 EW9145
 EW9145                         *CURRENT SURVEY CONTROL
 EW9145  ___________________________________________________________________
 EW9145* NAD 83(1986)-  34 44 48.     (N)    118 47 45.     (W)     SCALED    
 EW9145* NAVD 88     -       950.270  (meters)    3117.68   (feet)  READJUSTED
 EW9145  ___________________________________________________________________
 EW9145  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EW9145  DYNAMIC HT  -         949.150 (meters)    3114.00  (feet)  COMP
 EW9145  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 EW9145
 EW9145  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW9145
 EW9145.The horizontal coordinates were scaled from a topographic map and have
 EW9145.an estimated accuracy of +/- 6 seconds.
 EW9145
 EW9145.The orthometric height was determined by differential leveling
 EW9145.and adjusted in February 1993.
 EW9145.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW9145.distribution rate of 1.1 thru 2.0 mm/km.
 EW9145.The height was derived from older observations constrained to new
 EW9145.heights in a crustal motion area.  The height is approximate in
 EW9145.relation to other heights in its vicinity.
 EW9145
 EW9145.The geoid height was determined by GEOID03.
 EW9145
 EW9145.The dynamic height is computed by dividing the NAVD 88
 EW9145.geopotential number by the normal gravity value computed on the
 EW9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9145.degrees latitude (g = 980.6199 gals.).
 EW9145
 EW9145.The modeled gravity was interpolated from observed gravity values.
 EW9145
 EW9145;                    North         East    Units  Estimated Accuracy
 EW9145;SPC CA 5     -   638,580.    1,927,130.      MT  (+/- 180 meters Scaled)
 EW9145
 EW9145                          SUPERSEDED SURVEY CONTROL
 EW9145
 EW9145  NGVD 29 (??/??/92)  949.379  (m)         3114.75   (f) ADJ UNCH    1 1
 EW9145
 EW9145.Superseded values are not recommended for survey control.
 EW9145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9145.See file dsdata.txt to determine how the superseded data were derived.
 EW9145
 EW9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU356464(NAD 83)
 EW9145_MARKER: DD = SURVEY DISK
 EW9145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9145_SP_SET: HEADWALL
 EW9145_STAMPING: MILE 9.12 A
 EW9145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9145
 EW9145  HISTORY     - Date     Condition        Report By
 EW9145  HISTORY     - UNK      MONUMENTED
 EW9145  HISTORY     - 1974     GOOD             CA-037
 EW9145  HISTORY     - 1978     GOOD             NGS
 EW9145
 EW9145                          STATION DESCRIPTION
 EW9145
 EW9145'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9145'IN GORMAN.
 EW9145'INTERSTATE HIGHWAY 5 AND HUNGRY VALLEY ROAD, 0.6 MILE NORTH OF THE
 EW9145'INTERSECTION ALONG OLD HIGHWAY 99 TO THE INTERSECTION OF ORIN WAY,
 EW9145'170.0 FEET WEST ON ORIN WAY TO LOCKED GATE NO. 12, NORTH THROUGH THE
 EW9145'GATE 2.3 MILES ON THE WEST SERVICE ROAD TO A 72 INCHES CORRUGATED
 EW9145'METAL PIPE.  SET IN THE NORTH HEADWALL ON THE CENTERLINE OF THE GORMAN
 EW9145'CREEK IMPROVEMENT CHANNEL, ABOUT 15 FEET BELOW THE ROADWAY.
 EW9145
 EW9145                          STATION RECOVERY (1978)
 EW9145
 EW9145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9145'4.9 MILES SOUTH ALONG INTERSTATE 5, THENCE 0.05 MILES SOUTH ALONG THE
 EW9145'WEST BRANCH AQUEDUCT, 220 FT. SOUTH OF THE SOUTHWEST CORNER OF THE
 EW9145'WEST ONE OF TWO FREEWAY BRIDGES OVER GORMAN CREEK IMPROVEMENT CHANNEL
 EW9145'OR WEST BRANCH AQUEDUCT, IN TOP THE CENTER OF THE NORTH HEADWALL OF A
 EW9145'SERVICE ROAD OVER AQUEDUCT WITH A 72-INCH PIPE CULVERT, 20 FT. NORTH
 EW9145'THE CENTER LINE SERVICE ROAD, 40 FT. EAST CENTER LINE WEST LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR0759 ***********************************************************************
 HR0759  DESIGNATION -  9.122+06.34
 HR0759  PID         -  HR0759
 HR0759  STATE/COUNTY-  CA/MARIPOSA
 HR0759  USGS QUAD   -  WAWONA (1992)
 HR0759
 HR0759                         *CURRENT SURVEY CONTROL
 HR0759  ___________________________________________________________________
 HR0759* NAD 83(1986)-  37 30 05.     (N)    119 37 56.     (W)     SCALED    
 HR0759* NAVD 88     -      1542.99   (+/-2cm)    5062.3    (feet)  VERTCON   
 HR0759  ___________________________________________________________________
 HR0759  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 HR0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HR0759
 HR0759.The horizontal coordinates were scaled from a topographic map and have
 HR0759.an estimated accuracy of +/- 6 seconds.
 HR0759
 HR0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR0759.The vertical order pertains to the NGVD 29 superseded value.
 HR0759
 HR0759.The geoid height was determined by GEOID03.
 HR0759
 HR0759;                    North         East    Units  Estimated Accuracy
 HR0759;SPC CA 3     -   611,490.    2,076,730.      MT  (+/- 180 meters Scaled)
 HR0759
 HR0759                          SUPERSEDED SURVEY CONTROL
 HR0759
 HR0759  NGVD 29 (??/??/92) 1541.907  (m)         5058.74   (f) ADJ UNCH    2 0
 HR0759
 HR0759.Superseded values are not recommended for survey control.
 HR0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR0759.See file dsdata.txt to determine how the superseded data were derived.
 HR0759
 HR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB673537(NAD 83)
 HR0759_MARKER: P = PIPE CAP
 HR0759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HR0759_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HR0759_STAMPING: 5136.64 9.122+06.34 28.51 1931
 HR0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HR0759
 HR0759  HISTORY     - Date     Condition        Report By
 HR0759  HISTORY     - 1931     MONUMENTED       BPR
 HR0759  HISTORY     - 1952     GOOD             NGS
 HR0759
 HR0759                          STATION DESCRIPTION
 HR0759
 HR0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HR0759'0.4 MI S FROM SOUTH GATE RANGER STATION.
 HR0759'0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM SOUTH GATE RANGER
 HR0759'STATION, MARIPOSA COUNTY, IN YOSEMITE NATIONAL PARK, 270 FEET
 HR0759'SOUTH OF A SMALL DRAIN, 35 FEET WEST OF THE CENTERLINE OF THE
 HR0759'HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST.  A UNITED STATES
 HR0759'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 5136.64 9.122+06.34
 HR0759'28.51 1931 AND FASTENED ON THE TOP OF A 2-INCH GALVANIZED-IRON
 HR0759'PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3209 ***********************************************************************
 AA3209  DESIGNATION -  90 2
 AA3209  PID         -  AA3209
 AA3209  STATE/COUNTY-  CA/LOS ANGELES
 AA3209  USGS QUAD   -  SAN FERNANDO (1988)
 AA3209
 AA3209                         *CURRENT SURVEY CONTROL
 AA3209  ___________________________________________________________________
 AA3209* NAD 83(1986)-  34 18 27.     (N)    118 29 15.     (W)     SCALED    
 AA3209* NAVD 88     -       376.171  (meters)    1234.15   (feet)  ADJUSTED  
 AA3209  ___________________________________________________________________
 AA3209  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AA3209  DYNAMIC HT  -         375.751 (meters)    1232.78  (feet)  COMP
 AA3209  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 AA3209
 AA3209  VERT ORDER  -  FIRST     CLASS II
 AA3209
 AA3209.The horizontal coordinates were scaled from a topographic map and have
 AA3209.an estimated accuracy of +/- 6 seconds.
 AA3209
 AA3209.The orthometric height was determined by differential leveling
 AA3209.and adjusted in June 1995.
 AA3209
 AA3209.The geoid height was determined by GEOID03.
 AA3209
 AA3209.The dynamic height is computed by dividing the NAVD 88
 AA3209.geopotential number by the normal gravity value computed on the
 AA3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3209.degrees latitude (g = 980.6199 gals.).
 AA3209
 AA3209.The modeled gravity was interpolated from observed gravity values.
 AA3209
 AA3209;                    North         East    Units  Estimated Accuracy
 AA3209;SPC CA 5     -   589,680.    1,955,130.      MT  (+/- 180 meters Scaled)
 AA3209
 AA3209                          SUPERSEDED SURVEY CONTROL
 AA3209
 AA3209.No superseded survey control is available for this station.
 AA3209
 AA3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT631972(NAD 83)
 AA3209_MARKER: B = BOLT
 AA3209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA3209_SP_SET: FOOTING
 AA3209_MARK LOGO: NONE  
 AA3209_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3209+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1994
 AA3209
 AA3209  HISTORY     - Date     Condition        Report By
 AA3209  HISTORY     - UNK      MONUMENTED       RBNF
 AA3209  HISTORY     - 19940714 GOOD             NGS
 AA3209
 AA3209                          STATION DESCRIPTION
 AA3209
 AA3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3209'0.7 KM (0.45 MI) SOUTHEASTERLY ALONG SAN FERNANDO ROAD FROM THE
 AA3209'JUNCTION OF BALBOA BOULEVARD OVERPASS IN GRENADA HILLS, THENCE 1.0 KM
 AA3209'(0.60 MI) SOUTHERLY ALONG A PAVED ROAD ALONG THE CITY OF LOS ANGELES
 AA3209'DEPARTMENT OF WATER AND POWER INLET AQUEDUCT, A BOLT NEAR THE SOUTH
 AA3209'EDGE OF THE CONCRETE FOOTING OF THE SOUTH LEG OF A HIGH LINE TOWER,
 AA3209'44.8 M (147.0 FT) EAST OF THE CENTER OF THE ROAD, 26.0 M (85.3 FT)
 AA3209'EAST OF THE NEAR RAIL OF A RAILROAD SPUR TRACK, 20.3 M (66.6 FT) NORTH
 AA3209'OF THE CENTER OF A PAVED ROAD, AND 1.8 M (5.9 FT) ABOVE THE LEVEL OF
 AA3209'THE TRACK.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE CITY OF LOS
 AA3209'ANGELES DEPARTMENT OF WATER AND POWER, 13101 SEPULVEDA BOULEVARD,
 AA3209'SYLMAR, CA 91342.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0339 ***********************************************************************
 KT0339  DESIGNATION -  90 B 1 USGS
 KT0339  PID         -  KT0339
 KT0339  STATE/COUNTY-  CA/GLENN
 KT0339  USGS QUAD   -  LOGANDALE (1973)
 KT0339
 KT0339                         *CURRENT SURVEY CONTROL
 KT0339  ___________________________________________________________________
 KT0339* NAD 83(1986)-  39 23 23.     (N)    122 11 31.     (W)     SCALED    
 KT0339* NAVD 88     -        28.55   (+/-2cm)      93.7    (feet)  VERTCON   
 KT0339  ___________________________________________________________________
 KT0339  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 KT0339  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0339
 KT0339.The horizontal coordinates were scaled from a topographic map and have
 KT0339.an estimated accuracy of +/- 6 seconds.
 KT0339
 KT0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0339.The vertical order pertains to the NGVD 29 superseded value.
 KT0339
 KT0339.The geoid height was determined by GEOID03.
 KT0339
 KT0339;                    North         East    Units  Estimated Accuracy
 KT0339;SPC CA 2     -   691,290.    1,983,470.      MT  (+/- 180 meters Scaled)
 KT0339
 KT0339                          SUPERSEDED SURVEY CONTROL
 KT0339
 KT0339  NGVD 29 (??/??/92)   27.809  (m)           91.24   (f) ADJ UNCH    1 2
 KT0339
 KT0339.Superseded values are not recommended for survey control.
 KT0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0339.See file dsdata.txt to determine how the superseded data were derived.
 KT0339
 KT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ695603(NAD 83)
 KT0339_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0339_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0339_STAMPING: 90 B 1 1904
 KT0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0339
 KT0339  HISTORY     - Date     Condition        Report By
 KT0339  HISTORY     - 1904     MONUMENTED       USGS
 KT0339  HISTORY     - 1967     GOOD             NGS
 KT0339
 KT0339                          STATION DESCRIPTION
 KT0339
 KT0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KT0339'7.8 MI N FROM MAXWELL.
 KT0339'7.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 KT0339'THE CROSSING OF OAK STREET AT MAXWELL, 4 POLES SOUTH OF MILEPOLE
 KT0339'141, 49.2 FEET WEST OF THE WEST RAIL, 59 1/2 FEET EAST OF THE
 KT0339'CENTER LINE OF THE HIGHWAY, 16 FEET NORTHWEST OF THE FOURTH
 KT0339'TELEPHONE POLE SOUTH OF THE MILEPOLE, 1.2 FEET SOUTH OF A WITNESS
 KT0339'POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE
 KT0339'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 KT0339'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KS0967 ***********************************************************************
 KS0967  DESIGNATION -  90 BB USGS
 KS0967  PID         -  KS0967
 KS0967  STATE/COUNTY-  CA/YUBA
 KS0967  USGS QUAD   -  YUBA CITY (1973)
 KS0967
 KS0967                         *CURRENT SURVEY CONTROL
 KS0967  ___________________________________________________________________
 KS0967* NAD 83(1986)-  39 12 50.     (N)    121 30 48.     (W)     SCALED    
 KS0967* NAVD 88     -        28.252  (meters)      92.69   (feet)  ADJUSTED  
 KS0967  ___________________________________________________________________
 KS0967  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 KS0967  DYNAMIC HT  -          28.235 (meters)      92.63  (feet)  COMP
 KS0967  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 KS0967
 KS0967  VERT ORDER  -  FIRST     CLASS II
 KS0967
 KS0967.The horizontal coordinates were scaled from a topographic map and have
 KS0967.an estimated accuracy of +/- 6 seconds.
 KS0967
 KS0967.The orthometric height was determined by differential leveling
 KS0967.and adjusted in June 1991.
 KS0967
 KS0967.The geoid height was determined by GEOID03.
 KS0967
 KS0967.The dynamic height is computed by dividing the NAVD 88
 KS0967.geopotential number by the normal gravity value computed on the
 KS0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KS0967.degrees latitude (g = 980.6199 gals.).
 KS0967
 KS0967.The modeled gravity was interpolated from observed gravity values.
 KS0967
 KS0967;                    North         East    Units  Estimated Accuracy
 KS0967;SPC CA 2     -   671,860.    2,042,030.      MT  (+/- 180 meters Scaled)
 KS0967
 KS0967                          SUPERSEDED SURVEY CONTROL
 KS0967
 KS0967  NGVD 29 (??/??/??)   27.561  (m)           90.42   (f) ADJUSTED    1 2
 KS0967
 KS0967.Superseded values are not recommended for survey control.
 KS0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KS0967.See file dsdata.txt to determine how the superseded data were derived.
 KS0967
 KS0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ283415(NAD 83)
 KS0967_MARKER: P = PIPE CAP
 KS0967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KS0967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KS0967_STAMPING: 90 B B 1908
 KS0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KS0967
 KS0967  HISTORY     - Date     Condition        Report By
 KS0967  HISTORY     - 1908     MONUMENTED       USGS
 KS0967  HISTORY     - 1948     GOOD             NGS
 KS0967  HISTORY     - 20040311 MARK NOT FOUND   CADT
 KS0967  HISTORY     - 20050505 MARK NOT FOUND   CADWR
 KS0967
 KS0967                          STATION DESCRIPTION
 KS0967
 KS0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KS0967'6.7 MI NE FROM MARYSVILLE.
 KS0967'0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT
 KS0967'MARYSVILLE, THENCE 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 20,
 KS0967'AT THE JUNCTION OF WOODRUFF ROAD, ON THE INSIDE OF A CURVE,
 KS0967'58 FEET EAST OF THE JUNCTION OF THE WOODRUFF ROAD, 33.0 FEET
 KS0967'SOUTHEAST OF A SIGN OROVILLE 27 MARYSVILLE 7, 14.0 FEET SOUTH
 KS0967'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A POWER
 KS0967'LINE POLE, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 KS0967'WITH THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 KS0967'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KS0967
 KS0967                          STATION RECOVERY (2004)
 KS0967
 KS0967'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 KS0967'MARK NOT FOUND.
 KS0967
 KS0967                          STATION RECOVERY (2005)
 KS0967
 KS0967'RECOVERY NOTE BY CA DEPT OF WATER RES 2005
 KS0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9034 ***********************************************************************
 EW9034  DESIGNATION -  90 FMK
 EW9034  PID         -  EW9034
 EW9034  STATE/COUNTY-  CA/LOS ANGELES
 EW9034  USGS QUAD   -  TOPANGA (1991)
 EW9034
 EW9034                         *CURRENT SURVEY CONTROL
 EW9034  ___________________________________________________________________
 EW9034* NAD 83(1986)-  34 06 01.     (N)    118 35 52.     (W)     SCALED    
 EW9034* NAVD 88     -       250.060  (meters)     820.41   (feet)  READJUSTED
 EW9034  ___________________________________________________________________
 EW9034  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EW9034  DYNAMIC HT  -         249.800 (meters)     819.55  (feet)  COMP
 EW9034  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 EW9034
 EW9034  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW9034
 EW9034.The horizontal coordinates were scaled from a topographic map and have
 EW9034.an estimated accuracy of +/- 6 seconds.
 EW9034
 EW9034.The orthometric height was determined by differential leveling
 EW9034.and adjusted in February 1993.
 EW9034.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW9034.distribution rate of 1.1 thru 2.0 mm/km.
 EW9034.The height was derived from older observations constrained to new
 EW9034.heights in a crustal motion area.  The height is approximate in
 EW9034.relation to other heights in its vicinity.
 EW9034
 EW9034.The geoid height was determined by GEOID03.
 EW9034
 EW9034.The dynamic height is computed by dividing the NAVD 88
 EW9034.geopotential number by the normal gravity value computed on the
 EW9034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9034.degrees latitude (g = 980.6199 gals.).
 EW9034
 EW9034.The modeled gravity was interpolated from observed gravity values.
 EW9034
 EW9034;                    North         East    Units  Estimated Accuracy
 EW9034;SPC CA 5     -   566,750.    1,944,840.      MT  (+/- 180 meters Scaled)
 EW9034
 EW9034                          SUPERSEDED SURVEY CONTROL
 EW9034
 EW9034  NGVD 29 (??/??/92)  249.281  (m)          817.85   (f) ADJ UNCH    1 1
 EW9034
 EW9034.Superseded values are not recommended for survey control.
 EW9034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9034.See file dsdata.txt to determine how the superseded data were derived.
 EW9034
 EW9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT526744(NAD 83)
 EW9034_MARKER: DD = SURVEY DISK
 EW9034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW9034_SP_SET: DRIVEWAY
 EW9034_STAMPING: 90 FMK 1974
 EW9034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW9034
 EW9034  HISTORY     - Date     Condition        Report By
 EW9034  HISTORY     - 1974     MONUMENTED       USGS
 EW9034  HISTORY     - 1974     GOOD             CA-037
 EW9034  HISTORY     - 1978     GOOD             NGS
 EW9034  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW9034
 EW9034                          STATION DESCRIPTION
 EW9034
 EW9034'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9034'1.0 MI N FROM TOPANGA.
 EW9034'TOPANGA CANYON BOULEVARD, 0.9 MILE NORTHERLY FROM TOPANGA POST OFFICE.
 EW9034'38.6 FEET WEST OF APPROXIMATE CENTER OF PAVEMENT.  1 FOOT SOUTH AND 1
 EW9034'FOOT EAST OF NORTHWEST CORNER OF CONCRETE DRIVEWAY TO HOUSE NO. 701.
 EW9034'THE DISK IS SET IN CONCRETE DRIVEWAY TO HOUSE.
 EW9034
 EW9034                          STATION RECOVERY (1978)
 EW9034
 EW9034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9034'0.95 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE
 EW9034'AT TOPANGA , AT THE WOODEN BRIDGE LEADING TO HOUSE NUMBER 701, 85 FT.
 EW9034'NORTHWEST AND ACROSS THE BOULEVARD FROM MILE POST 5.24, 38 F. WEST OF
 EW9034'THE CENTER LINE OF THE BOULEVARD, IN TOP OF THE NORTHWEST CORNER OF
 EW9034'THE EAST CONCRETE ABUTMENT OF THE BRIDGE.
 EW9034
 EW9034                          STATION RECOVERY (1989)
 EW9034
 EW9034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9034'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5397 ***********************************************************************
 EW5397  DESIGNATION -  90 FMK USGS
 EW5397  PID         -  EW5397
 EW5397  STATE/COUNTY-  CA/VENTURA
 EW5397  USGS QUAD   -  MATILIJA (1988)
 EW5397
 EW5397                         *CURRENT SURVEY CONTROL
 EW5397  ___________________________________________________________________
 EW5397* NAD 83(1986)-  34 25 34.     (N)    119 17 20.     (W)     SCALED    
 EW5397* NAVD 88     -       192.350  (meters)     631.07   (feet)  ADJUSTED  
 EW5397  ___________________________________________________________________
 EW5397  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EW5397  DYNAMIC HT  -         192.147 (meters)     630.40  (feet)  COMP
 EW5397  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 EW5397  OBS GRAVITY -     979,575.4   (mgal)                       GRAV_OBS
 EW5397
 EW5397  VERT ORDER  -  FIRST     CLASS I
 EW5397
 EW5397.The horizontal coordinates were scaled from a topographic map and have
 EW5397.an estimated accuracy of +/- 6 seconds.
 EW5397
 EW5397.The orthometric height was determined by differential leveling
 EW5397.and adjusted in June 1991.
 EW5397
 EW5397.The geoid height was determined by GEOID03.
 EW5397
 EW5397.The dynamic height is computed by dividing the NAVD 88
 EW5397.geopotential number by the normal gravity value computed on the
 EW5397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5397.degrees latitude (g = 980.6199 gals.).
 EW5397
 EW5397.The modeled gravity was interpolated from observed gravity values.
 EW5397.The observed gravity was obtained from relative gravimeter ties
 EW5397.to the IGSN71 gravity network.
 EW5397
 EW5397;                    North         East    Units  Estimated Accuracy
 EW5397;SPC CA 5     -   603,490.    1,881,540.      MT  (+/- 180 meters Scaled)
 EW5397
 EW5397                          SUPERSEDED SURVEY CONTROL
 EW5397
 EW5397  NGVD 29 (??/??/92)  191.585  (m)          628.56   (f) ADJ UNCH    1 1
 EW5397
 EW5397.Superseded values are not recommended for survey control.
 EW5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5397.See file dsdata.txt to determine how the superseded data were derived.
 EW5397
 EW5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU896117(NAD 83)
 EW5397_MARKER: DB = BENCH MARK DISK
 EW5397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5397_SP_SET: CULVERT
 EW5397_STAMPING: 90 FMK 1973
 EW5397
 EW5397  HISTORY     - Date     Condition        Report By
 EW5397  HISTORY     - UNK      MONUMENTED
 EW5397  HISTORY     - 1973     GOOD             NGS
 EW5397  HISTORY     - 1983     GOOD             USGS
 EW5397
 EW5397                          STATION DESCRIPTION
 EW5397
 EW5397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 EW5397'3.2 MI SW FROM OJAI.
 EW5397'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5397'OJAI, THENCE 2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5397'JUNCTION OF VILLANOVA ROAD, IN THE SOUTH END OF THE WEST HEAD WALL
 EW5397'OF CULVERT 11.00, 167.0 FT, SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 EW5397'GROCERY STORE, 146.8 FT. NORTHEAST OF AND ACROSS THE HIGHWAY, FROM
 EW5397'THE NORTHEAST FENCE CORNER OF A 7 FT. CHAIN LINK FENCE ENCLOSING
 EW5397'VENTURA AVENUE NO 2 PUMPING PLANT, 63.0 FT. NORTH OF THE CENTER LINE
 EW5397'OF THE ROAD, 24.0 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 9 INCHES
 EW5397'NORTH OF THE SOUTH END OF THE HEAD WALL.
 EW5397
 EW5397                          STATION RECOVERY (1983)
 EW5397
 EW5397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EW5397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4389 ***********************************************************************
 EW4389  DESIGNATION -  90+47.06 CADT
 EW4389  PID         -  EW4389
 EW4389  STATE/COUNTY-  CA/LOS ANGELES
 EW4389  USGS QUAD   -  CANOGA PARK (1967)
 EW4389
 EW4389                         *CURRENT SURVEY CONTROL
 EW4389  ___________________________________________________________________
 EW4389* NAD 83(1986)-  34 10 50.     (N)    118 36 20.     (W)     SCALED    
 EW4389* NAVD 88     -       253.42   (+/-2cm)     831.4    (feet)  VERTCON   
 EW4389  ___________________________________________________________________
 EW4389  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EW4389  VERT ORDER  -  FIRST     CLASS I (See Below)
 EW4389
 EW4389.The horizontal coordinates were scaled from a topographic map and have
 EW4389.an estimated accuracy of +/- 6 seconds.
 EW4389
 EW4389.The NAVD 88 height was computed by applying the VERTCON shift value to
 EW4389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EW4389.The vertical order pertains to the NGVD 29 superseded value.
 EW4389
 EW4389.The geoid height was determined by GEOID03.
 EW4389
 EW4389;                    North         East    Units  Estimated Accuracy
 EW4389;SPC CA 5     -   575,660.    1,944,180.      MT  (+/- 180 meters Scaled)
 EW4389
 EW4389                          SUPERSEDED SURVEY CONTROL
 EW4389
 EW4389  NGVD 29 (??/??/92)  252.64   (m)          828.9    (f) COMPUTED    1 1
 EW4389
 EW4389.Superseded values are not recommended for survey control.
 EW4389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4389.See file dsdata.txt to determine how the superseded data were derived.
 EW4389
 EW4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT520833(NAD 83)
 EW4389_MARKER: DD = SURVEY DISK
 EW4389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4389_SP_SET: IN CONCRETE
 EW4389_STAMPING: 90 PLUS 47.06
 EW4389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4389
 EW4389  HISTORY     - Date     Condition        Report By
 EW4389  HISTORY     - UNK      MONUMENTED       CADH
 EW4389  HISTORY     - 1968     GOOD             CA1980
 EW4389  HISTORY     - 1974     GOOD             CA1980
 EW4389  HISTORY     - 1978     MARK NOT FOUND   NGS
 EW4389
 EW4389                          STATION DESCRIPTION
 EW4389
 EW4389'DESCRIBED BY CITY OF LOS ANGELES CALIFORNIA 1968
 EW4389'AT LOS ANGELES.
 EW4389'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT, STAMPED 90 PLUS 47.06,
 EW4389'ON THE CENTER LINE END OF FIRST CURVE IN TOPANGA CANYON BOULEVARD
 EW4389'NORTH OF OXNARD STREET.
 EW4389
 EW4389                          STATION RECOVERY (1974)
 EW4389
 EW4389'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974
 EW4389'RECOVERED IN GOOD CONDITION.
 EW4389
 EW4389                          STATION RECOVERY (1978)
 EW4389
 EW4389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW4389'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1000 ***********************************************************************
 DC1000  DESIGNATION -  90.10 C OF SD
 DC1000  PID         -  DC1000
 DC1000  STATE/COUNTY-  CA/SAN DIEGO
 DC1000  USGS QUAD   -  
 DC1000
 DC1000                         *CURRENT SURVEY CONTROL
 DC1000  ___________________________________________________________________
 DC1000* NAD 83(1986)-  32 51 02.     (N)    117 15 33.     (W)     SCALED    
 DC1000* NAVD 88     -        30.03   (+/-2cm)      98.5    (feet)  VERTCON   
 DC1000  ___________________________________________________________________
 DC1000  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DC1000  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC1000
 DC1000.The horizontal coordinates were scaled from a topographic map and have
 DC1000.an estimated accuracy of +/- 6 seconds.
 DC1000
 DC1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC1000.The vertical order pertains to the NGVD 29 superseded value.
 DC1000
 DC1000.The geoid height was determined by GEOID03.
 DC1000
 DC1000;                    North         East    Units  Estimated Accuracy
 DC1000;SPC CA 6     -   576,300.    1,905,530.      MT  (+/- 180 meters Scaled)
 DC1000
 DC1000                          SUPERSEDED SURVEY CONTROL
 DC1000
 DC1000  NGVD 29 (??/??/??)   29.383  (m)           96.40   (f) ADJUSTED    1 2
 DC1000
 DC1000.Superseded values are not recommended for survey control.
 DC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1000.See file dsdata.txt to determine how the superseded data were derived.
 DC1000
 DC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS757347(NAD 83)
 DC1000_MARKER: Z = SEE DESCRIPTION
 DC1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1000_SP_SET: CURB
 DC1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1000
 DC1000  HISTORY     - Date     Condition        Report By
 DC1000  HISTORY     - UNK      MONUMENTED       CA3260
 DC1000  HISTORY     - 1955     GOOD             NGS
 DC1000  HISTORY     - 20080419 MARK NOT FOUND   INDIV
 DC1000
 DC1000                          STATION DESCRIPTION
 DC1000
 DC1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC1000'1.1 MI NE FROM LA JOLLA.
 DC1000'0.6 MILE NORTHEAST ALONG PROSPECT STREET FROM THE BANK OF AMERICA
 DC1000'AT LA JOLLA, THENCE 0.5 MILE NORTHEAST ALONG TORREY PINES ROAD,
 DC1000'0.3 MILE SOUTHWEST OF THE JUNCTION OF LA JOLLA SHORES DRIVE, AT
 DC1000'THE T JUNCTION OF LITTLE STREET, AT THE WEST EDGE OF THE DRIVEWAY
 DC1000'LEADING TO 1944 TORREY PINES ROAD, IN THE TOP OF THE NORTH
 DC1000'CONCRETE CURB OF THE ROAD, 52 1/2 FEET WEST OF THE CENTER LINE
 DC1000'OF THE STREET, 48.2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DC1000'7.0 FEET WEST OF THE WEST EDGE OF THE DRIVEWAY, 6.1 FEET
 DC1000'SOUTHWEST OF THE CORNER OF A CEMENT BLOCK WALL, AND ABOUT
 DC1000'LEVEL WITH THE ROAD.
 DC1000
 DC1000                          STATION RECOVERY (2008)
 DC1000
 DC1000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC1000'CONCRETE CURB AND SURROUNDING AREA IS COVERED BY BRICKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0375 ***********************************************************************
 GU0375  DESIGNATION -  90.2 USBR
 GU0375  PID         -  GU0375
 GU0375  STATE/COUNTY-  CA/MERCED
 GU0375  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0375
 GU0375                         *CURRENT SURVEY CONTROL
 GU0375  ___________________________________________________________________
 GU0375* NAD 83(1986)-  36 55 19.     (N)    120 46 23.     (W)     SCALED    
 GU0375* NAVD 88     -        50.60   (+/-2cm)     166.0    (feet)  VERTCON   
 GU0375  ___________________________________________________________________
 GU0375  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0375
 GU0375.The horizontal coordinates were scaled from a topographic map and have
 GU0375.an estimated accuracy of +/- 6 seconds.
 GU0375
 GU0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0375.The vertical order pertains to the NGVD 29 superseded value.
 GU0375
 GU0375.The geoid height was determined by GEOID03.
 GU0375
 GU0375;                    North         East    Units  Estimated Accuracy
 GU0375;SPC CA 3     -   546,860.    1,975,670.      MT  (+/- 180 meters Scaled)
 GU0375
 GU0375                          SUPERSEDED SURVEY CONTROL
 GU0375
 GU0375  NGVD 29 (??/??/92)   49.804  (m)          163.40   (f) ADJ UNCH    2 0
 GU0375
 GU0375.Superseded values are not recommended for survey control.
 GU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0375.See file dsdata.txt to determine how the superseded data were derived.
 GU0375
 GU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF983885(NAD 83)
 GU0375_MARKER: DD = SURVEY DISK
 GU0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0375_SP_SET: TURNOUT GATE HEADWALL
 GU0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0375
 GU0375  HISTORY     - Date     Condition        Report By
 GU0375  HISTORY     - UNK      MONUMENTED       BOR
 GU0375  HISTORY     - 1975     GOOD             NGS
 GU0375
 GU0375                          STATION DESCRIPTION
 GU0375
 GU0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0375'7.4 MI NW FROM ORO LOMA.
 GU0375'7.4 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST BANK
 GU0375'OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO
 GU0375'LOMA, AT CANAL MILEAGE 90.27, ON THE NORTH BANK OF THE CANAL,
 GU0375'AT A TURNOUT GATE, IN THE TOP OF THE WEST END OF THE SOUTH
 GU0375'CONCRETE HEAD WALL, 33 FEET SOUTH OF THE CENTER LINE OF THE
 GU0375'GRAVELED ROAD ALONG THE NORTH BANK OF CANAL, AND ABOUT 10 FEET
 GU0375'LOWER THAN THE ROAD.  SEC 4, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU2758 ***********************************************************************
 GU2758  DESIGNATION -  90.263 CADH
 GU2758  PID         -  GU2758
 GU2758  STATE/COUNTY-  CA/MONTEREY
 GU2758  USGS QUAD   -  LOPEZ POINT (1984)
 GU2758
 GU2758                         *CURRENT SURVEY CONTROL
 GU2758  ___________________________________________________________________
 GU2758* NAD 83(1986)-  36 04 12.     (N)    121 35 56.     (W)     SCALED    
 GU2758* NAVD 88     -        28.678  (meters)      94.09   (feet)  ADJUSTED  
 GU2758  ___________________________________________________________________
 GU2758  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 GU2758  DYNAMIC HT  -          28.655 (meters)      94.01  (feet)  COMP
 GU2758  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 GU2758
 GU2758  VERT ORDER  -  FIRST     CLASS I
 GU2758
 GU2758.The horizontal coordinates were scaled from a topographic map and have
 GU2758.an estimated accuracy of +/- 6 seconds.
 GU2758
 GU2758.The orthometric height was determined by differential leveling
 GU2758.and adjusted in June 1991.
 GU2758
 GU2758.The geoid height was determined by GEOID03.
 GU2758
 GU2758.The dynamic height is computed by dividing the NAVD 88
 GU2758.geopotential number by the normal gravity value computed on the
 GU2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU2758.degrees latitude (g = 980.6199 gals.).
 GU2758
 GU2758.The modeled gravity was interpolated from observed gravity values.
 GU2758
 GU2758;                    North         East    Units  Estimated Accuracy
 GU2758;SPC CA 4     -   584,910.    1,765,910.      MT  (+/- 180 meters Scaled)
 GU2758
 GU2758                          SUPERSEDED SURVEY CONTROL
 GU2758
 GU2758  NGVD 29 (??/??/92)   27.812  (m)           91.25   (f) ADJ UNCH    1 1
 GU2758
 GU2758.Superseded values are not recommended for survey control.
 GU2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU2758.See file dsdata.txt to determine how the superseded data were derived.
 GU2758
 GU2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE261926(NAD 83)
 GU2758_MARKER: DD = SURVEY DISK
 GU2758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU2758_SP_SET: BRIDGE ABUTMENT
 GU2758_STAMPING: 90-263
 GU2758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU2758
 GU2758  HISTORY     - Date     Condition        Report By
 GU2758  HISTORY     - UNK      MONUMENTED       CADH
 GU2758  HISTORY     - 1969     GOOD             NGS
 GU2758  HISTORY     - 1971     GOOD
 GU2758  HISTORY     - 1977     GOOD             NGS
 GU2758
 GU2758                          STATION DESCRIPTION
 GU2758
 GU2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU2758'18.8 MI SE FROM BIG SUR.
 GU2758'18.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE ENTRANCE
 GU2758'TO PFEIFFER BIG SUR STATE PARK AT BIG SUR, AT CONCRETE BRIDGE
 GU2758'44-56 OVER BIG CREEK, SET IN THE TOP OF THE NORTH CONCRETE
 GU2758'WHEEL GUARD AT THE EAST END OF THE BRIDGE, 33 FEET SOUTHWEST
 GU2758'OF THE CENTER OF A WOODEN GATE, 13 FEET NORTH OF THE CENTERLINE
 GU2758'OF THE HIGHWAY, 0.2 FOOT WEST OF THE EAST END OF THE WHEEL
 GU2758'GUARD, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 GU2758
 GU2758                          STATION RECOVERY (1971)
 GU2758
 GU2758'RECOVERED 1971
 GU2758'RECOVERED IN GOOD CONDITION.
 GU2758
 GU2758                          STATION RECOVERY (1977)
 GU2758
 GU2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GU2758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0305 ***********************************************************************
 GU0305  DESIGNATION -  90.38 R
 GU0305  PID         -  GU0305
 GU0305  STATE/COUNTY-  CA/MERCED
 GU0305  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0305
 GU0305                         *CURRENT SURVEY CONTROL
 GU0305  ___________________________________________________________________
 GU0305* NAD 83(1986)-  36 53 08.     (N)    120 47 17.     (W)     SCALED    
 GU0305* NAVD 88     -       104.768  (meters)     343.73   (feet)  ADJUSTED  
 GU0305  ___________________________________________________________________
 GU0305  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0305  DYNAMIC HT  -         104.682 (meters)     343.44  (feet)  COMP
 GU0305  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 GU0305
 GU0305  VERT ORDER  -  FIRST     CLASS I
 GU0305
 GU0305.The horizontal coordinates were scaled from a topographic map and have
 GU0305.an estimated accuracy of +/- 6 seconds.
 GU0305
 GU0305.The orthometric height was determined by differential leveling
 GU0305.and adjusted in June 1991.
 GU0305
 GU0305.The geoid height was determined by GEOID03.
 GU0305
 GU0305.The dynamic height is computed by dividing the NAVD 88
 GU0305.geopotential number by the normal gravity value computed on the
 GU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0305.degrees latitude (g = 980.6199 gals.).
 GU0305
 GU0305.The modeled gravity was interpolated from observed gravity values.
 GU0305
 GU0305;                    North         East    Units  Estimated Accuracy
 GU0305;SPC CA 3     -   542,830.    1,974,320.      MT  (+/- 180 meters Scaled)
 GU0305
 GU0305                          SUPERSEDED SURVEY CONTROL
 GU0305
 GU0305  NGVD 29 (??/??/92)  104.031  (m)          341.31   (f) ADJ UNCH    1 1
 GU0305
 GU0305.Superseded values are not recommended for survey control.
 GU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0305.See file dsdata.txt to determine how the superseded data were derived.
 GU0305
 GU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF971844(NAD 83)
 GU0305_MARKER: DD = SURVEY DISK
 GU0305_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU0305_SP_SET: ABUTMENT
 GU0305_STAMPING: 90.38 R
 GU0305_MARK LOGO: BOR   
 GU0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0305+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0305
 GU0305  HISTORY     - Date     Condition        Report By
 GU0305  HISTORY     - UNK      MONUMENTED       BOR
 GU0305  HISTORY     - 1967     GOOD             NGS
 GU0305  HISTORY     - 1975     GOOD             NGS
 GU0305  HISTORY     - 19881122 GOOD             NGS
 GU0305
 GU0305                          STATION DESCRIPTION
 GU0305
 GU0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0305'3.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0305'3.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE
 GU0305'OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN
 GU0305'R11E T12S, SECTION 17, IN THE TOP OF THE NORTHWEST END OF THE
 GU0305'CONCRETE ABUTMENT FOR A PACIFIC GAS AND ELECTRIC PIPE LINE,
 GU0305'16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 GU0305'FEET LOWER THAN THE ROAD.
 GU0305
 GU0305                          STATION RECOVERY (1975)
 GU0305
 GU0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0305'RECOVERED IN GOOD CONDITION.
 GU0305
 GU0305                          STATION RECOVERY (1988)
 GU0305
 GU0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0301 ***********************************************************************
 GU0301  DESIGNATION -  90.47 R
 GU0301  PID         -  GU0301
 GU0301  STATE/COUNTY-  CA/MERCED
 GU0301  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0301
 GU0301                         *CURRENT SURVEY CONTROL
 GU0301  ___________________________________________________________________
 GU0301* NAD 83(1986)-  36 53 03.     (N)    120 47 15.     (W)     SCALED    
 GU0301* NAVD 88     -       104.01   (+/-2cm)     341.2    (feet)  VERTCON   
 GU0301  ___________________________________________________________________
 GU0301  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0301  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0301
 GU0301.The horizontal coordinates were scaled from a topographic map and have
 GU0301.an estimated accuracy of +/- 6 seconds.
 GU0301
 GU0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0301.The vertical order pertains to the NGVD 29 superseded value.
 GU0301
 GU0301.The geoid height was determined by GEOID03.
 GU0301
 GU0301;                    North         East    Units  Estimated Accuracy
 GU0301;SPC CA 3     -   542,680.    1,974,370.      MT  (+/- 180 meters Scaled)
 GU0301
 GU0301                          SUPERSEDED SURVEY CONTROL
 GU0301
 GU0301  NGVD 29 (??/??/92)  103.155  (m)          338.43   (f) ADJ UNCH    1 1
 GU0301
 GU0301.Superseded values are not recommended for survey control.
 GU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0301.See file dsdata.txt to determine how the superseded data were derived.
 GU0301
 GU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF971843(NAD 83)
 GU0301_MARKER: DD = SURVEY DISK
 GU0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0301_SP_SET: HEADWALL
 GU0301_STAMPING: 90.47 R
 GU0301_MARK LOGO: BOR   
 GU0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0301+STABILITY: SURFACE MOTION
 GU0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0301+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0301
 GU0301  HISTORY     - Date     Condition        Report By
 GU0301  HISTORY     - UNK      MONUMENTED       BOR
 GU0301  HISTORY     - 1967     GOOD             NGS
 GU0301  HISTORY     - 1975     GOOD             NGS
 GU0301  HISTORY     - 19881122 GOOD             NGS
 GU0301
 GU0301                          STATION DESCRIPTION
 GU0301
 GU0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0301'3.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0301'3.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0301'DOS AMIGOS PUMP PLANT, IN THE TOP OF THE SOUTH END OF THE WEST
 GU0301'CONCRETE HEAD WALL OF DARIN INLET STRUCTURE DI 90.47, 38 FEET
 GU0301'WEST OF THE CENTER LINE OF THE WEST LEVEE ROAD, AND ABOUT 1 FOOT
 GU0301'HIGHER THAN THE ROAD.
 GU0301
 GU0301                          STATION RECOVERY (1975)
 GU0301
 GU0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0301'RECOVERED IN GOOD CONDITION.
 GU0301
 GU0301                          STATION RECOVERY (1988)
 GU0301
 GU0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0374 ***********************************************************************
 GU0374  DESIGNATION -  90.55 USBR
 GU0374  PID         -  GU0374
 GU0374  STATE/COUNTY-  CA/MERCED
 GU0374  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0374
 GU0374                         *CURRENT SURVEY CONTROL
 GU0374  ___________________________________________________________________
 GU0374* NAD 83(1986)-  36 55 10.     (N)    120 46 09.     (W)     SCALED    
 GU0374* NAVD 88     -        51.92   (+/-2cm)     170.3    (feet)  VERTCON   
 GU0374  ___________________________________________________________________
 GU0374  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 GU0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0374
 GU0374.The horizontal coordinates were scaled from a topographic map and have
 GU0374.an estimated accuracy of +/- 6 seconds.
 GU0374
 GU0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0374.The vertical order pertains to the NGVD 29 superseded value.
 GU0374
 GU0374.The geoid height was determined by GEOID03.
 GU0374
 GU0374;                    North         East    Units  Estimated Accuracy
 GU0374;SPC CA 3     -   546,590.    1,976,020.      MT  (+/- 180 meters Scaled)
 GU0374
 GU0374                          SUPERSEDED SURVEY CONTROL
 GU0374
 GU0374  NGVD 29 (??/??/92)   51.133  (m)          167.76   (f) ADJ UNCH    2 0
 GU0374
 GU0374.Superseded values are not recommended for survey control.
 GU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0374.See file dsdata.txt to determine how the superseded data were derived.
 GU0374
 GU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF987882(NAD 83)
 GU0374_MARKER: DD = SURVEY DISK
 GU0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0374_SP_SET: CHECK PIER
 GU0374_STAMPING: 90.54 MP
 GU0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0374
 GU0374  HISTORY     - Date     Condition        Report By
 GU0374  HISTORY     - UNK      MONUMENTED       BOR
 GU0374  HISTORY     - 1975     GOOD             NGS
 GU0374
 GU0374                          STATION DESCRIPTION
 GU0374
 GU0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0374'7.1 MI NW FROM ORO LOMA.
 GU0374'7.1 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST BANK
 GU0374'OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO
 GU0374'LOMA, AT CHECK STRUCTURE 90.54 (17), 73 FEET SOUTHWEST OF THE
 GU0374'CENTER LINE OF THE NORTHEAST LEVEE ROAD, IN THE TOP OF THE
 GU0374'NORTHWEST END OF THE 2ND CONCRETE PIER SOUTHWEST OF THE NORTHEAST
 GU0374'END OF THE CHECK STRUCTURE, 1.6 FEET NORTHWEST OF THE NORTHWEST
 GU0374'STEEL HAND RAIL, 51.3 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 GU0374'CONCRETE WALKWAY, AND ABOUT 3 FEET LOWER THAN THE NORTHEAST LEVEE
 GU0374'ROAD.  SEC 4, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0304 ***********************************************************************
 GU0304  DESIGNATION -  90.72 R
 GU0304  PID         -  GU0304
 GU0304  STATE/COUNTY-  CA/MERCED
 GU0304  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0304
 GU0304                         *CURRENT SURVEY CONTROL
 GU0304  ___________________________________________________________________
 GU0304* NAD 83(1986)-  36 52 52.     (N)    120 47 13.     (W)     SCALED    
 GU0304* NAVD 88     -       104.72   (+/-2cm)     343.6    (feet)  VERTCON   
 GU0304  ___________________________________________________________________
 GU0304  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GU0304  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0304
 GU0304.The horizontal coordinates were scaled from a topographic map and have
 GU0304.an estimated accuracy of +/- 6 seconds.
 GU0304
 GU0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0304.The vertical order pertains to the NGVD 29 superseded value.
 GU0304
 GU0304.The geoid height was determined by GEOID03.
 GU0304
 GU0304;                    North         East    Units  Estimated Accuracy
 GU0304;SPC CA 3     -   542,340.    1,974,420.      MT  (+/- 180 meters Scaled)
 GU0304
 GU0304                          SUPERSEDED SURVEY CONTROL
 GU0304
 GU0304  NGVD 29 (??/??/92)  103.865  (m)          340.76   (f) ADJ UNCH    1 1
 GU0304
 GU0304.Superseded values are not recommended for survey control.
 GU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0304.See file dsdata.txt to determine how the superseded data were derived.
 GU0304
 GU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF972839(NAD 83)
 GU0304_MARKER: DD = SURVEY DISK
 GU0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0304_SP_SET: HEADWALL
 GU0304_STAMPING: 90.72 R
 GU0304_MARK LOGO: BOR   
 GU0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0304+STABILITY: SURFACE MOTION
 GU0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0304+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0304
 GU0304  HISTORY     - Date     Condition        Report By
 GU0304  HISTORY     - UNK      MONUMENTED       BOR
 GU0304  HISTORY     - 1967     GOOD             NGS
 GU0304  HISTORY     - 1975     GOOD             NGS
 GU0304  HISTORY     - 19881122 GOOD             NGS
 GU0304
 GU0304                          STATION DESCRIPTION
 GU0304
 GU0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0304'4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0304'4.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE
 GU0304'DOS AMIGOS PUMP PLANT, AT THE CROSSING OF POLE LINE ROAD BRIDGE,
 GU0304'IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF THE
 GU0304'BRIDGE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.5
 GU0304'FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTH WING WALL, AND
 GU0304'ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 GU0304
 GU0304                          STATION RECOVERY (1975)
 GU0304
 GU0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0304'RECOVERED IN GOOD CONDITION.
 GU0304
 GU0304                          STATION RECOVERY (1988)
 GU0304
 GU0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0299 ***********************************************************************
 GU0299  DESIGNATION -  90.78 R
 GU0299  PID         -  GU0299
 GU0299  STATE/COUNTY-  CA/MERCED
 GU0299  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0299
 GU0299                         *CURRENT SURVEY CONTROL
 GU0299  ___________________________________________________________________
 GU0299* NAD 83(1986)-  36 52 50.     (N)    120 47 14.     (W)     SCALED    
 GU0299* NAVD 88     -       105.03   (+/-2cm)     344.6    (feet)  VERTCON   
 GU0299  ___________________________________________________________________
 GU0299  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GU0299  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0299
 GU0299.The horizontal coordinates were scaled from a topographic map and have
 GU0299.an estimated accuracy of +/- 6 seconds.
 GU0299
 GU0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0299.The vertical order pertains to the NGVD 29 superseded value.
 GU0299
 GU0299.The geoid height was determined by GEOID03.
 GU0299
 GU0299;                    North         East    Units  Estimated Accuracy
 GU0299;SPC CA 3     -   542,280.    1,974,390.      MT  (+/- 180 meters Scaled)
 GU0299
 GU0299                          SUPERSEDED SURVEY CONTROL
 GU0299
 GU0299  NGVD 29 (??/??/92)  104.175  (m)          341.78   (f) ADJ UNCH    1 1
 GU0299
 GU0299.Superseded values are not recommended for survey control.
 GU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0299.See file dsdata.txt to determine how the superseded data were derived.
 GU0299
 GU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF972839(NAD 83)
 GU0299_MARKER: DD = SURVEY DISK
 GU0299_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU0299_SP_SET: ABUTMENT
 GU0299_STAMPING: 90.78 R
 GU0299_MARK LOGO: BOR   
 GU0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0299+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0299
 GU0299  HISTORY     - Date     Condition        Report By
 GU0299  HISTORY     - UNK      MONUMENTED       BOR
 GU0299  HISTORY     - 1967     GOOD             NGS
 GU0299  HISTORY     - 1975     GOOD             NGS
 GU0299  HISTORY     - 19881122 GOOD             NGS
 GU0299
 GU0299                          STATION DESCRIPTION
 GU0299
 GU0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0299'4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0299'4.05 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0299'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R11E
 GU0299'T12S, SECTION 17, ABOUT 0.1 MILE WEST OF BENCH MARK V 663,
 GU0299'0.05 MILE SOUTH OF THE CROSSING OF POLE LINE ROAD, IN THE TOP
 GU0299'OF THE NORTH END OF A CONCRETE ABUTMENT FOR FIVE PIPE LINES,
 GU0299'20 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET
 GU0299'LOWER THAN THE ROAD.
 GU0299
 GU0299                          STATION RECOVERY (1975)
 GU0299
 GU0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0299'RECOVERED IN GOOD CONDITION.
 GU0299
 GU0299                          STATION RECOVERY (1988)
 GU0299
 GU0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0551 ***********************************************************************
 GT0551  DESIGNATION -  90.82
 GT0551  PID         -  GT0551
 GT0551  STATE/COUNTY-  CA/TULARE
 GT0551  USGS QUAD   -  LINDSAY (1969)
 GT0551
 GT0551                         *CURRENT SURVEY CONTROL
 GT0551  ___________________________________________________________________
 GT0551* NAD 83(1986)-  36 08 07.     (N)    119 03 18.     (W)     SCALED    
 GT0551* NAVD 88     -       127.57   (+/-2cm)     418.5    (feet)  VERTCON   
 GT0551  ___________________________________________________________________
 GT0551  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 GT0551  VERT ORDER  -  FIRST     CLASS I (See Below)
 GT0551
 GT0551.The horizontal coordinates were scaled from a topographic map and have
 GT0551.an estimated accuracy of +/- 6 seconds.
 GT0551
 GT0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0551.The vertical order pertains to the NGVD 29 superseded value.
 GT0551
 GT0551.The geoid height was determined by GEOID03.
 GT0551
 GT0551;                    North         East    Units  Estimated Accuracy
 GT0551;SPC CA 4     -   588,990.    1,995,050.      MT  (+/- 180 meters Scaled)
 GT0551
 GT0551                          SUPERSEDED SURVEY CONTROL
 GT0551
 GT0551  NGVD 29 (??/??/92)  126.745  (m)          415.83   (f) ADJ UNCH    1 1
 GT0551
 GT0551.Superseded values are not recommended for survey control.
 GT0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0551.See file dsdata.txt to determine how the superseded data were derived.
 GT0551
 GT0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA150009(NAD 83)
 GT0551_MARKER: DD = SURVEY DISK
 GT0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0551_SP_SET: SIPHON
 GT0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0551
 GT0551  HISTORY     - Date     Condition        Report By
 GT0551  HISTORY     - UNK      MONUMENTED       BOR
 GT0551  HISTORY     - 1959     GOOD             NGS
 GT0551  HISTORY     - 1972     GOOD
 GT0551
 GT0551                          STATION DESCRIPTION
 GT0551
 GT0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 GT0551'0.9 MI SE FROM STRATHMORE.
 GT0551'0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 GT0551'FROM THE STATION AT STRATHMORE, IN R27E T21S S4, AT THE CROSSING
 GT0551'OF THE FRIANT-KERN CANAL, IN TOP OF THE NORTHWEST END OF THE
 GT0551'NORTHEAST CONCRETE HEAD WALL OF THE SIPHON, 99 FEET NORTHEAST AND
 GT0551'ACROSS STATE HIGHWAY 65 FROM THE NORTHEAST RAIL, 30 FEET NORTHEAST
 GT0551'OF THE CENTER LINE OF STATE HIGHWAY 65, ABOUT 8 FEET HIGHER THAN THE
 GT0551'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 GT0551
 GT0551                          STATION RECOVERY (1972)
 GT0551
 GT0551'RECOVERED 1972
 GT0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0385 ***********************************************************************
 GU0385  DESIGNATION -  90.91 A USBR
 GU0385  PID         -  GU0385
 GU0385  STATE/COUNTY-  CA/MERCED
 GU0385  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0385
 GU0385                         *CURRENT SURVEY CONTROL
 GU0385  ___________________________________________________________________
 GU0385* NAD 83(1986)-  36 54 58.     (N)    120 45 40.     (W)     SCALED    
 GU0385* NAVD 88     -        51.45   (+/-2cm)     168.8    (feet)  VERTCON   
 GU0385  ___________________________________________________________________
 GU0385  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0385
 GU0385.The horizontal coordinates were scaled from a topographic map and have
 GU0385.an estimated accuracy of +/- 6 seconds.
 GU0385
 GU0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0385.The vertical order pertains to the NGVD 29 superseded value.
 GU0385
 GU0385.The geoid height was determined by GEOID03.
 GU0385
 GU0385;                    North         East    Units  Estimated Accuracy
 GU0385;SPC CA 3     -   546,210.    1,976,730.      MT  (+/- 180 meters Scaled)
 GU0385
 GU0385                          SUPERSEDED SURVEY CONTROL
 GU0385
 GU0385  NGVD 29 (??/??/92)   50.664  (m)          166.22   (f) ADJ UNCH    2 0
 GU0385
 GU0385.Superseded values are not recommended for survey control.
 GU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0385.See file dsdata.txt to determine how the superseded data were derived.
 GU0385
 GU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF994879(NAD 83)
 GU0385_MARKER: DD = SURVEY DISK
 GU0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0385_SP_SET: BRIDGE ABUTMENT
 GU0385_STAMPING: 90.91 A
 GU0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0385
 GU0385  HISTORY     - Date     Condition        Report By
 GU0385  HISTORY     - UNK      MONUMENTED       BOR
 GU0385  HISTORY     - 1975     GOOD             NGS
 GU0385
 GU0385                          STATION DESCRIPTION
 GU0385
 GU0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0385'6.8 MI NW FROM ORO LOMA.
 GU0385'6.75 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0385'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO
 GU0385'LOMA, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 GU0385'LEVEE ROAD, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 GU0385'CONCRETE ABUTMENT OF BRIDGE 90.91, 12 1/2 FEET NORTHWEST OF THE
 GU0385'CENTER OF THE BRIDGE, AND ABOUT LEVEL WITH THE ROADS.
 GU0385'SEC 3, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0373 ***********************************************************************
 GU0373  DESIGNATION -  90.91 USBR
 GU0373  PID         -  GU0373
 GU0373  STATE/COUNTY-  CA/MERCED
 GU0373  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0373
 GU0373                         *CURRENT SURVEY CONTROL
 GU0373  ___________________________________________________________________
 GU0373* NAD 83(1986)-  36 54 56.     (N)    120 45 40.     (W)     SCALED    
 GU0373* NAVD 88     -        50.75   (+/-2cm)     166.5    (feet)  VERTCON   
 GU0373  ___________________________________________________________________
 GU0373  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU0373  VERT ORDER  -  THIRD (See Below)
 GU0373
 GU0373.The horizontal coordinates were scaled from a topographic map and have
 GU0373.an estimated accuracy of +/- 6 seconds.
 GU0373
 GU0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0373.The vertical order pertains to the NGVD 29 superseded value.
 GU0373
 GU0373.The geoid height was determined by GEOID03.
 GU0373
 GU0373;                    North         East    Units  Estimated Accuracy
 GU0373;SPC CA 3     -   546,150.    1,976,730.      MT  (+/- 180 meters Scaled)
 GU0373
 GU0373                          SUPERSEDED SURVEY CONTROL
 GU0373
 GU0373  NGVD 29 (??/??/??)   49.96   (m)          163.9    (f) RESET       3  
 GU0373
 GU0373.Superseded values are not recommended for survey control.
 GU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0373.See file dsdata.txt to determine how the superseded data were derived.
 GU0373
 GU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF994878(NAD 83)
 GU0373_MARKER: DD = SURVEY DISK
 GU0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0373_SP_SET: BRIDGE FOOTING
 GU0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0373
 GU0373  HISTORY     - Date     Condition        Report By
 GU0373  HISTORY     - UNK      MONUMENTED       BOR
 GU0373  HISTORY     - 1955     GOOD             NGS
 GU0373  HISTORY     - 1975     MARK NOT FOUND   NGS
 GU0373
 GU0373                          STATION DESCRIPTION
 GU0373
 GU0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0373'6.9 MI NW FROM ORO LOMA.
 GU0373'6.9 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0373'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0373'ORO LOMA, AT WOODEN BRIDGE 90.91, AT A 16-INCH STEEL PIPE LINE
 GU0373'CROSSING THE CANAL, IN THE TOP OF THE NORTHEAST CORNER OF THE
 GU0373'SOUTH CONCRETE FOOTING, 32 FEET NORTH OF THE CENTER LINE OF THE
 GU0373'ROAD, 1.0 FOOT WEST OF THE WEST EDGE OF THE WEST WOODEN
 GU0373'GUARDRAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
 GU0373
 GU0373                          STATION RECOVERY (1975)
 GU0373
 GU0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0124 ***********************************************************************
 DY0124  DESIGNATION -  900 C OF LB
 DY0124  PID         -  DY0124
 DY0124  STATE/COUNTY-  CA/LOS ANGELES
 DY0124  USGS QUAD   -  LONG BEACH (1981)
 DY0124
 DY0124                         *CURRENT SURVEY CONTROL
 DY0124  ___________________________________________________________________
 DY0124* NAD 83(1986)-  33 45 51.     (N)    118 12 59.     (W)     SCALED    
 DY0124* NAVD 88     -         4.75   (+/-2cm)      15.6    (feet)  VERTCON   
 DY0124  ___________________________________________________________________
 DY0124  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0124  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0124
 DY0124.The horizontal coordinates were scaled from a topographic map and have
 DY0124.an estimated accuracy of +/- 6 seconds.
 DY0124
 DY0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0124.The vertical order pertains to the NGVD 29 superseded value.
 DY0124
 DY0124.The geoid height was determined by GEOID03.
 DY0124
 DY0124;                    North         East    Units  Estimated Accuracy
 DY0124;SPC CA 5     -   529,330.    1,979,950.      MT  (+/- 180 meters Scaled)
 DY0124
 DY0124                          SUPERSEDED SURVEY CONTROL
 DY0124
 DY0124  NGVD 29 (??/??/92)    3.932  (m)           12.90   (f) ADJ UNCH    1 2
 DY0124
 DY0124.Superseded values are not recommended for survey control.
 DY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0124.See file dsdata.txt to determine how the superseded data were derived.
 DY0124
 DY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT873366(NAD 83)
 DY0124_MARKER: DD = SURVEY DISK
 DY0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0124_SP_SET: CONCRETE FLOOR
 DY0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0124
 DY0124  HISTORY     - Date     Condition        Report By
 DY0124  HISTORY     - UNK      MONUMENTED       CA1970
 DY0124  HISTORY     - 1949     GOOD             NGS
 DY0124  HISTORY     - 1964     MARK NOT FOUND   NGS
 DY0124
 DY0124                          STATION DESCRIPTION
 DY0124
 DY0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DY0124'AT LONG BEACH.
 DY0124'IN THE CITY OF LONG BEACH, 0.2 MILE WEST ALONG EL EMBARCADERO
 DY0124'FROM THE LONG BEACH HARBOR DEPARTMENT ADMINISTRATION BUILDING,
 DY0124'57 FEET SOUTH OF THE CENTERLINE OF EL EMBARCADERO, 28.6 FEET
 DY0124'WEST OF THE NORTHEAST CONCRETE CURB OF THE FLOOR OF THE LONG
 DY0124'BEACH OIL DEVELOPEMENT COMPANY WELL X 9, 18 FEET NORTHWEST OF
 DY0124'THE WELL, 5.3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 DY0124'FLOOR OF THE WELL, AND SET IN THE TOP OF THE CONCRETE FLOOR.
 DY0124'NOTE-- 1954 REPORT - A NEW CONCRETE FLOOR HAS BEEN ADDED TO THE
 DY0124'WELL MENTIONED IN THE DESCRIPTION.
 DY0124
 DY0124                          STATION RECOVERY (1964)
 DY0124
 DY0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0136 ***********************************************************************
 KT0136  DESIGNATION -  906 USGS
 KT0136  PID         -  KT0136
 KT0136  STATE/COUNTY-  CA/GLENN
 KT0136  USGS QUAD   -  FRUTO (1973)
 KT0136
 KT0136                         *CURRENT SURVEY CONTROL
 KT0136  ___________________________________________________________________
 KT0136* NAD 83(1986)-  39 35 48.     (N)    122 29 29.     (W)     SCALED    
 KT0136* NAVD 88     -       277.90   (+/-2cm)     911.7    (feet)  VERTCON   
 KT0136  ___________________________________________________________________
 KT0136  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 KT0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0136
 KT0136.The horizontal coordinates were scaled from a topographic map and have
 KT0136.an estimated accuracy of +/- 6 seconds.
 KT0136
 KT0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0136.The vertical order pertains to the NGVD 29 superseded value.
 KT0136
 KT0136.The geoid height was determined by GEOID03.
 KT0136
 KT0136;                    North         East    Units  Estimated Accuracy
 KT0136;SPC CA 2     -   714,360.    1,957,800.      MT  (+/- 180 meters Scaled)
 KT0136
 KT0136                          SUPERSEDED SURVEY CONTROL
 KT0136
 KT0136  NGVD 29 (??/??/92)  277.06   (m)          909.0    (f) COMPUTED    2 0
 KT0136
 KT0136.Superseded values are not recommended for survey control.
 KT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0136.See file dsdata.txt to determine how the superseded data were derived.
 KT0136
 KT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ436831(NAD 83)
 KT0136_MARKER: DD = SURVEY DISK
 KT0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0136_SP_SET: TREE
 KT0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0136
 KT0136  HISTORY     - Date     Condition        Report By
 KT0136  HISTORY     - UNK      MONUMENTED       USGS
 KT0136  HISTORY     - 1935     GOOD             NGS
 KT0136  HISTORY     - 1967     MARK NOT FOUND   NGS
 KT0136
 KT0136                          STATION DESCRIPTION
 KT0136
 KT0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0136'2.5 MI NW FROM FRUTO.
 KT0136'2.5 MILES NORTHWEST ALONG A PAVED ROAD FROM THE SOUTHERN PACIFIC
 KT0136'CO. RAILROAD STATION AT FRUTO, GLENN COUNTY, 25 FEET NORHTEAST OF
 KT0136'THE CENTERLINE OF THE ROAD, 19 FEET NORTH OF THE EAST END OF AN
 KT0136'8-INCH CORRUGATED PIPE CULVERT, AT THE NORTH BASE OF A SMALL TWIN
 KT0136'OAK TREE, AND ABOUT 1 FOOT ABOVE THE GROUND.  AN IRON SPIKE.
 KT0136
 KT0136                          STATION RECOVERY (1967)
 KT0136
 KT0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KT0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2610 ***********************************************************************
 HR2610  DESIGNATION -  9075 VA
 HR2610  PID         -  HR2610
 HR2610  STATE/COUNTY-  CA/INYO
 HR2610  USGS QUAD   -  WESTGARD PASS (1994)
 HR2610
 HR2610                         *CURRENT SURVEY CONTROL
 HR2610  ___________________________________________________________________
 HR2610* NAD 83(1992)-  37 16 00.77554(N)    118 13 31.17664(W)     ADJUSTED  
 HR2610* NAVD 88     -      2767.     (meters)    9078.     (feet)  SCALED    
 HR2610  ___________________________________________________________________
 HR2610  EPOCH DATE  -        1991.35
 HR2610  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 HR2610  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HR2610  HORZ ORDER  -  SECOND
 HR2610
 HR2610.The horizontal coordinates were established by classical geodetic methods
 HR2610.and adjusted by the National Geodetic Survey in March 1994.
 HR2610.The horizontal coordinates are valid at the epoch date displayed above.
 HR2610.The epoch date for horizontal control is a decimal equivalence
 HR2610.of Year/Month/Day.
 HR2610
 HR2610.The orthometric height was scaled from a topographic map.
 HR2610
 HR2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2610
 HR2610.The geoid height was determined by GEOID03.
 HR2610
 HR2610;                    North         East     Units Scale Factor Converg.
 HR2610;SPC CA 4     -   714,833.435 2,068,712.683   MT  1.00000325   +0 27 43.8
 HR2610;SPC CA 4     - 2,345,249.36  6,787,101.53   sFT  1.00000325   +0 27 43.8
 HR2610;UTM  11      - 4,125,182.663   391,355.234   MT  0.99974540   -0 44 31.4
 HR2610
 HR2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2610!SPC CA 4     -   0.99957002  x   1.00000325  =   0.99957327
 HR2610!UTM  11      -   0.99957002  x   0.99974540  =   0.99931553
 HR2610
 HR2610                          SUPERSEDED SURVEY CONTROL
 HR2610
 HR2610  NAD 83(1986)-  37 16 00.76506(N)    118 13 31.17614(W) AD(1984.00) 2
 HR2610  NAD 27      -  37 16 01.02400(N)    118 13 27.81600(W) AD(       ) 2
 HR2610
 HR2610.Superseded values are not recommended for survey control.
 HR2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2610.See file dsdata.txt to determine how the superseded data were derived.
 HR2610
 HR2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB9135525183(NAD 83)
 HR2610
 HR2610  HISTORY     - Date     Condition        Report By
 HR2610  HISTORY     - 1950     MONUMENTED       CGS
 HR2610
 HR2610                          STATION DESCRIPTION
 HR2610
 HR2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 HR2610'SEE STATION BLACK USGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4642 ***********************************************************************
 EW4642  DESIGNATION -  908 C 65
 EW4642  PID         -  EW4642
 EW4642  STATE/COUNTY-  CA/VENTURA
 EW4642  USGS QUAD   -  MOORPARK (1974)
 EW4642
 EW4642                         *CURRENT SURVEY CONTROL
 EW4642  ___________________________________________________________________
 EW4642* NAD 83(1986)-  34 21 58.     (N)    118 55 13.     (W)     SCALED    
 EW4642* NAVD 88     -       165.929  (meters)     544.39   (feet)  READJUSTED
 EW4642  ___________________________________________________________________
 EW4642  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EW4642  DYNAMIC HT  -         165.750 (meters)     543.80  (feet)  COMP
 EW4642  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 EW4642
 EW4642  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW4642
 EW4642.The horizontal coordinates were scaled from a topographic map and have
 EW4642.an estimated accuracy of +/- 6 seconds.
 EW4642
 EW4642.The orthometric height was determined by differential leveling
 EW4642.and adjusted in February 1993.
 EW4642.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW4642.distribution rate of 0.0 thru 1.0 mm/km.
 EW4642.The height was derived from older observations constrained to new
 EW4642.heights in a crustal motion area.  The height is approximate in
 EW4642.relation to other heights in its vicinity.
 EW4642
 EW4642.The geoid height was determined by GEOID03.
 EW4642
 EW4642.The dynamic height is computed by dividing the NAVD 88
 EW4642.geopotential number by the normal gravity value computed on the
 EW4642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4642.degrees latitude (g = 980.6199 gals.).
 EW4642
 EW4642.The modeled gravity was interpolated from observed gravity values.
 EW4642
 EW4642;                    North         East    Units  Estimated Accuracy
 EW4642;SPC CA 5     -   596,460.    1,915,350.      MT  (+/- 180 meters Scaled)
 EW4642
 EW4642                          SUPERSEDED SURVEY CONTROL
 EW4642
 EW4642  NGVD 29 (??/??/92)  165.128  (m)          541.76   (f) ADJ UNCH    1 1
 EW4642
 EW4642.Superseded values are not recommended for survey control.
 EW4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4642.See file dsdata.txt to determine how the superseded data were derived.
 EW4642
 EW4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU234044(NAD 83)
 EW4642_MARKER: P = PIPE CAP
 EW4642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW4642_SP_SET: CULVERT
 EW4642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EW4642
 EW4642  HISTORY     - Date     Condition        Report By
 EW4642  HISTORY     - UNK      MONUMENTED       CADH
 EW4642  HISTORY     - 1965     GOOD
 EW4642  HISTORY     - 1977     GOOD             NGS
 EW4642  HISTORY     - 19940629 MARK NOT FOUND   NGS
 EW4642
 EW4642                          STATION DESCRIPTION
 EW4642
 EW4642'DESCRIBED 1965
 EW4642'AT FILLMORE.
 EW4642'FROM THE NORTHERLY JUNCTION OF HIGHWAYS 23 AND 118 IN MOORPARK,
 EW4642'PROCEED 8.7 MI N ON HWY 23 TO A CONCRETE HEADWALL ON THE LEFT
 EW4642'SIDE OF THE ROAD MARKED C MI. 8.51 A RAMSET NAIL, WASHER AND
 EW4642'BATHEY CAP MARKED STATE OF CALIFORNIA - DIVISION OF HIGHWAYS
 EW4642'IS SET IN THE TOP AND MIDDLE OF THE CULVERT HEADWALL.
 EW4642
 EW4642                          STATION RECOVERY (1977)
 EW4642
 EW4642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4642'2.3 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF STATE
 EW4642'HIGHWAY 126 AT FILLMORE, 8.7 MILES NORTH OF MOORPARK, AT MILE POST
 EW4642'21.95, IN THE CENTER OF THE WEST CONCRETE HEAD WALL OF CULVERT
 EW4642'C-MI-8.51 UNDER THE HIGHWAY, 14 FT. WEST OF THE CENTER LINE OF THE
 EW4642'HIGHWAY, A RAMSET NAIL, WASHER AND BATHEY CAP MARKER STATE OF
 EW4642'CALIFORNIA-DIVISION OF HIGHWAYS.
 EW4642
 EW4642                          STATION RECOVERY (1994)
 EW4642
 EW4642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4642'THE HEADWALL AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW4642'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX5634 ***********************************************************************
 DX5634  DESIGNATION -  908+50
 DX5634  PID         -  DX5634
 DX5634  STATE/COUNTY-  CA/RIVERSIDE
 DX5634  USGS QUAD   -  WINCHESTER (1979)
 DX5634
 DX5634                         *CURRENT SURVEY CONTROL
 DX5634  ___________________________________________________________________
 DX5634* NAD 83(1986)-  33 38 05.     (N)    117 04 36.     (W)     SCALED    
 DX5634* NAVD 88     -       455.382  (meters)    1494.03   (feet)  ADJUSTED  
 DX5634  ___________________________________________________________________
 DX5634  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DX5634  DYNAMIC HT  -         454.861 (meters)    1492.32  (feet)  COMP
 DX5634  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 DX5634
 DX5634  VERT ORDER  -  FIRST     CLASS II
 DX5634
 DX5634.The horizontal coordinates were scaled from a topographic map and have
 DX5634.an estimated accuracy of +/- 6 seconds.
 DX5634
 DX5634.The orthometric height was determined by differential leveling
 DX5634.and adjusted in May 1994.
 DX5634
 DX5634.The geoid height was determined by GEOID03.
 DX5634
 DX5634.The dynamic height is computed by dividing the NAVD 88
 DX5634.geopotential number by the normal gravity value computed on the
 DX5634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX5634.degrees latitude (g = 980.6199 gals.).
 DX5634
 DX5634.The modeled gravity was interpolated from observed gravity values.
 DX5634
 DX5634;                    North         East    Units  Estimated Accuracy
 DX5634;SPC CA 6     -   663,120.    1,923,310.      MT  (+/- 180 meters Scaled)
 DX5634
 DX5634                          SUPERSEDED SURVEY CONTROL
 DX5634
 DX5634.No superseded survey control is available for this station.
 DX5634
 DX5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT928216(NAD 83)
 DX5634_MARKER: DD = SURVEY DISK
 DX5634_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DX5634_SP_SET: WINGWALL
 DX5634_STAMPING: 908+50
 DX5634_MARK LOGO: MWDSC 
 DX5634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX5634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX5634+STABILITY: SURFACE MOTION
 DX5634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DX5634+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1992
 DX5634
 DX5634  HISTORY     - Date     Condition        Report By
 DX5634  HISTORY     - 1990     MONUMENTED       MWDSC
 DX5634  HISTORY     - 19921109 GOOD             MWDSC
 DX5634
 DX5634                          STATION DESCRIPTION
 DX5634
 DX5634'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992
 DX5634'WINCHESTER, EAST ALONG RAWSON ROAD 0.2 MILE (0.3 KM) FROM THE
 DX5634'INTERSECTION OF WASHINGTON ST. AND RAWSON ROAD TO THE SAN DIEGO
 DX5634'CANAL CROSSING.  SOUTH ALONG WEST PATROL ROAD OF CANAL 0.3 MILE (0.5
 DX5634'KM) TO INLET SIPHON STRUCTURE AT STATION 908+50, IN TOP OF THE EAST
 DX5634'WINGWALL, 5.0 FEET (1.5 M) FROM EAST END OF WINGWALL, AND 2.0 FEET
 DX5634'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0649 ***********************************************************************
 EU0649  DESIGNATION -  909.048 MWDSC
 EU0649  PID         -  EU0649
 EU0649  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0649  USGS QUAD   -  DANBY LAKE (1983)
 EU0649
 EU0649                         *CURRENT SURVEY CONTROL
 EU0649  ___________________________________________________________________
 EU0649* NAD 83(1986)-  34 07 57.     (N)    115 07 22.     (W)     SCALED    
 EU0649* NAVD 88     -       277.667  (meters)     910.98   (feet)  ADJUSTED  
 EU0649  ___________________________________________________________________
 EU0649  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EU0649  DYNAMIC HT  -         277.365 (meters)     909.99  (feet)  COMP
 EU0649  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 EU0649
 EU0649  VERT ORDER  -  FIRST     CLASS I
 EU0649
 EU0649.The horizontal coordinates were scaled from a topographic map and have
 EU0649.an estimated accuracy of +/- 6 seconds.
 EU0649
 EU0649.The orthometric height was determined by differential leveling
 EU0649.and adjusted in June 1991.
 EU0649
 EU0649.The geoid height was determined by GEOID03.
 EU0649
 EU0649.The dynamic height is computed by dividing the NAVD 88
 EU0649.geopotential number by the normal gravity value computed on the
 EU0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0649.degrees latitude (g = 980.6199 gals.).
 EU0649
 EU0649.The modeled gravity was interpolated from observed gravity values.
 EU0649
 EU0649;                    North         East    Units  Estimated Accuracy
 EU0649;SPC CA 5     -   573,960.    2,265,360.      MT  (+/- 180 meters Scaled)
 EU0649
 EU0649                          SUPERSEDED SURVEY CONTROL
 EU0649
 EU0649  NGVD 29 (??/??/92)  277.010  (m)          908.82   (f) ADJ UNCH    1 1
 EU0649
 EU0649.Superseded values are not recommended for survey control.
 EU0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0649.See file dsdata.txt to determine how the superseded data were derived.
 EU0649
 EU0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT730784(NAD 83)
 EU0649_MARKER: DD = SURVEY DISK
 EU0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0649_SP_SET: AQUEDUCT HEADWALL
 EU0649_STAMPING: 909.048
 EU0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0649
 EU0649  HISTORY     - Date     Condition        Report By
 EU0649  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0649  HISTORY     - 1978     GOOD             NGS
 EU0649
 EU0649                          STATION DESCRIPTION
 EU0649
 EU0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0649'1.2 MI SE FROM IRON MOUNTAIN.
 EU0649'1.2 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0649'STATION AT IRON MOUNTAIN, IN THE TOP AND CENTER OF SIPHON HEADWALL
 EU0649'66.43.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0650 ***********************************************************************
 EU0650  DESIGNATION -  909.238 MWDSC
 EU0650  PID         -  EU0650
 EU0650  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0650  USGS QUAD   -  DANBY LAKE (1983)
 EU0650
 EU0650                         *CURRENT SURVEY CONTROL
 EU0650  ___________________________________________________________________
 EU0650* NAD 83(1986)-  34 08 32.     (N)    115 07 14.     (W)     SCALED    
 EU0650* NAVD 88     -       277.421  (meters)     910.17   (feet)  ADJUSTED  
 EU0650  ___________________________________________________________________
 EU0650  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EU0650  DYNAMIC HT  -         277.119 (meters)     909.18  (feet)  COMP
 EU0650  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 EU0650  OBS GRAVITY -     979,541.8   (mgal)                       GRAV_OBS
 EU0650
 EU0650  VERT ORDER  -  FIRST     CLASS I
 EU0650
 EU0650.The horizontal coordinates were scaled from a topographic map and have
 EU0650.an estimated accuracy of +/- 6 seconds.
 EU0650
 EU0650.The orthometric height was determined by differential leveling
 EU0650.and adjusted in June 1991.
 EU0650
 EU0650.The geoid height was determined by GEOID03.
 EU0650
 EU0650.The dynamic height is computed by dividing the NAVD 88
 EU0650.geopotential number by the normal gravity value computed on the
 EU0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0650.degrees latitude (g = 980.6199 gals.).
 EU0650
 EU0650.The modeled gravity was interpolated from observed gravity values.
 EU0650.The observed gravity was obtained from relative gravimeter ties
 EU0650.to the IGSN71 gravity network.
 EU0650
 EU0650;                    North         East    Units  Estimated Accuracy
 EU0650;SPC CA 5     -   575,040.    2,265,530.      MT  (+/- 180 meters Scaled)
 EU0650
 EU0650                          SUPERSEDED SURVEY CONTROL
 EU0650
 EU0650  NGVD 29 (??/??/92)  276.763  (m)          908.01   (f) ADJ UNCH    1 1
 EU0650
 EU0650.Superseded values are not recommended for survey control.
 EU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0650.See file dsdata.txt to determine how the superseded data were derived.
 EU0650
 EU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT732795(NAD 83)
 EU0650_MARKER: DD = SURVEY DISK
 EU0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0650_SP_SET: AQUEDUCT HEADWALL
 EU0650_STAMPING: 909.238 1976
 EU0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0650
 EU0650  HISTORY     - Date     Condition        Report By
 EU0650  HISTORY     - 1933     MONUMENTED       MWDSC
 EU0650  HISTORY     - 1978     GOOD             NGS
 EU0650
 EU0650                          STATION DESCRIPTION
 EU0650
 EU0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0650'0.4 MI SE FROM IRON MOUNTAIN.
 EU0650'0.4 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0650'STATION AT IRON MOUNTAIN, IN THE FIRST SIPHON HEADWALL SOUTHEAST OF
 EU0650'THE STATION, IN THE TOP AND CENTER OF HEADWALL 67.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0648 ***********************************************************************
 EU0648  DESIGNATION -  909.719 MWDSC
 EU0648  PID         -  EU0648
 EU0648  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0648  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0648
 EU0648                         *CURRENT SURVEY CONTROL
 EU0648  ___________________________________________________________________
 EU0648* NAD 83(1986)-  34 07 28.     (N)    115 07 29.     (W)     SCALED    
 EU0648* NAVD 88     -       277.877  (meters)     911.67   (feet)  ADJUSTED  
 EU0648  ___________________________________________________________________
 EU0648  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EU0648  DYNAMIC HT  -         277.574 (meters)     910.67  (feet)  COMP
 EU0648  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 EU0648  OBS GRAVITY -     979,536.8   (mgal)                       GRAV_OBS
 EU0648
 EU0648  VERT ORDER  -  FIRST     CLASS I
 EU0648
 EU0648.The horizontal coordinates were scaled from a topographic map and have
 EU0648.an estimated accuracy of +/- 6 seconds.
 EU0648
 EU0648.The orthometric height was determined by differential leveling
 EU0648.and adjusted in June 1991.
 EU0648
 EU0648.The geoid height was determined by GEOID03.
 EU0648
 EU0648.The dynamic height is computed by dividing the NAVD 88
 EU0648.geopotential number by the normal gravity value computed on the
 EU0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0648.degrees latitude (g = 980.6199 gals.).
 EU0648
 EU0648.The modeled gravity was interpolated from observed gravity values.
 EU0648.The observed gravity was obtained from relative gravimeter ties
 EU0648.to the IGSN71 gravity network.
 EU0648
 EU0648;                    North         East    Units  Estimated Accuracy
 EU0648;SPC CA 5     -   573,060.    2,265,200.      MT  (+/- 180 meters Scaled)
 EU0648
 EU0648                          SUPERSEDED SURVEY CONTROL
 EU0648
 EU0648  NGVD 29 (??/??/92)  277.220  (m)          909.51   (f) ADJ UNCH    1 1
 EU0648
 EU0648.Superseded values are not recommended for survey control.
 EU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0648.See file dsdata.txt to determine how the superseded data were derived.
 EU0648
 EU0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT729775(NAD 83)
 EU0648_MARKER: DB = BENCH MARK DISK
 EU0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0648_SP_SET: AQUEDUCT HEADWALL
 EU0648_STAMPING: 909.719
 EU0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0648
 EU0648  HISTORY     - Date     Condition        Report By
 EU0648  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0648  HISTORY     - 1978     GOOD             NGS
 EU0648
 EU0648                          STATION DESCRIPTION
 EU0648
 EU0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0648'1.8 MI SE FROM IRON MOUNTAIN.
 EU0648'1.8 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0648'STATION AT IRON MOUNTAIN IN THE TOP AND CENTER OF SIPHON HEADWALL
 EU0648'65.87.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9033 ***********************************************************************
 EW9033  DESIGNATION -  91 FMK
 EW9033  PID         -  EW9033
 EW9033  STATE/COUNTY-  CA/LOS ANGELES
 EW9033  USGS QUAD   -  TOPANGA (1991)
 EW9033
 EW9033                         *CURRENT SURVEY CONTROL
 EW9033  ___________________________________________________________________
 EW9033* NAD 83(1986)-  34 05 47.     (N)    118 36 03.     (W)     SCALED    
 EW9033* NAVD 88     -       242.748  (meters)     796.42   (feet)  READJUSTED
 EW9033  ___________________________________________________________________
 EW9033  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EW9033  DYNAMIC HT  -         242.490 (meters)     795.57  (feet)  COMP
 EW9033  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 EW9033
 EW9033  VERT ORDER  -  * READJUSTED, Code B , SEE BELOW
 EW9033
 EW9033.The horizontal coordinates were scaled from a topographic map and have
 EW9033.an estimated accuracy of +/- 6 seconds.
 EW9033
 EW9033.The orthometric height was determined by differential leveling
 EW9033.and adjusted in February 1993.
 EW9033.* This is a READJUSTED BENCH MARK height.  Code B indicates a
 EW9033.distribution rate of 1.1 thru 2.0 mm/km.
 EW9033.The height was derived from older observations constrained to new
 EW9033.heights in a crustal motion area.  The height is approximate in
 EW9033.relation to other heights in its vicinity.
 EW9033
 EW9033.The geoid height was determined by GEOID03.
 EW9033
 EW9033.The dynamic height is computed by dividing the NAVD 88
 EW9033.geopotential number by the normal gravity value computed on the
 EW9033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9033.degrees latitude (g = 980.6199 gals.).
 EW9033
 EW9033.The modeled gravity was interpolated from observed gravity values.
 EW9033
 EW9033;                    North         East    Units  Estimated Accuracy
 EW9033;SPC CA 5     -   566,320.    1,944,560.      MT  (+/- 180 meters Scaled)
 EW9033
 EW9033                          SUPERSEDED SURVEY CONTROL
 EW9033
 EW9033  NGVD 29 (??/??/92)  241.973  (m)          793.87   (f) ADJ UNCH    1 1
 EW9033
 EW9033.Superseded values are not recommended for survey control.
 EW9033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9033.See file dsdata.txt to determine how the superseded data were derived.
 EW9033
 EW9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523740(NAD 83)
 EW9033_STAMPING: 91 FMK 1974
 EW9033
 EW9033  HISTORY     - Date     Condition        Report By
 EW9033  HISTORY     - UNK      MONUMENTED
 EW9033  HISTORY     - 1978     GOOD             NGS
 EW9033  HISTORY     - 19890518 MARK NOT FOUND   NGS
 EW9033
 EW9033                          STATION DESCRIPTION
 EW9033
 EW9033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9033'0.7 MI NORTH FROM TOPANGA.
 EW9033'0.7 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE AT
 EW9033'TOPANGA, AT THE JUNCTION OF CIRCLE TRAIL, 26 FT. SOUTHWEST OF THE
 EW9033'CENTER LLINE OF THE BOULEVARD, 34 FT. NORTHWEST OF THE CENTER LINE OF
 EW9033'THE TRAIL, 10 FT. SOUTH OF THE NORTH END OF A GUARDRAIL, 3 FT. SOUTH-
 EW9033'WEST OF THE GUARDRAIL, IN TOP OF A BOULDER.
 EW9033
 EW9033                          STATION RECOVERY (1989)
 EW9033
 EW9033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5389 ***********************************************************************
 EW5389  DESIGNATION -  91 FMK USGS
 EW5389  PID         -  EW5389
 EW5389  STATE/COUNTY-  CA/VENTURA
 EW5389  USGS QUAD   -  MATILIJA (1988)
 EW5389
 EW5389                         *CURRENT SURVEY CONTROL
 EW5389  ___________________________________________________________________
 EW5389* NAD 83(1986)-  34 25 47.     (N)    119 17 18.     (W)     SCALED    
 EW5389* NAVD 88     -       195.490  (meters)     641.37   (feet)  READJUSTED
 EW5389  ___________________________________________________________________
 EW5389  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EW5389  DYNAMIC HT  -         195.280 (meters)     640.68  (feet)  COMP
 EW5389  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 EW5389
 EW5389  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5389
 EW5389.The horizontal coordinates were scaled from a topographic map and have
 EW5389.an estimated accuracy of +/- 6 seconds.
 EW5389
 EW5389.The orthometric height was determined by differential leveling
 EW5389.and adjusted in February 1993.
 EW5389.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5389.distribution rate of 0.0 thru 1.0 mm/km.
 EW5389.The height was derived from older observations constrained to new
 EW5389.heights in a crustal motion area.  The height is approximate in
 EW5389.relation to other heights in its vicinity.
 EW5389
 EW5389.The geoid height was determined by GEOID03.
 EW5389
 EW5389.The dynamic height is computed by dividing the NAVD 88
 EW5389.geopotential number by the normal gravity value computed on the
 EW5389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5389.degrees latitude (g = 980.6199 gals.).
 EW5389
 EW5389.The modeled gravity was interpolated from observed gravity values.
 EW5389
 EW5389;                    North         East    Units  Estimated Accuracy
 EW5389;SPC CA 5     -   603,890.    1,881,590.      MT  (+/- 180 meters Scaled)
 EW5389
 EW5389                          SUPERSEDED SURVEY CONTROL
 EW5389
 EW5389  NGVD 29 (??/??/92)  194.724  (m)          638.86   (f) ADJ UNCH    1 1
 EW5389
 EW5389.Superseded values are not recommended for survey control.
 EW5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5389.See file dsdata.txt to determine how the superseded data were derived.
 EW5389
 EW5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU897121(NAD 83)
 EW5389_MARKER: DB = BENCH MARK DISK
 EW5389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5389_SP_SET: BASE
 EW5389_STAMPING: 91 FMK 1973
 EW5389
 EW5389  HISTORY     - Date     Condition        Report By
 EW5389  HISTORY     - UNK      MONUMENTED
 EW5389  HISTORY     - 1977     GOOD             NGS
 EW5389
 EW5389                          STATION DESCRIPTION
 EW5389
 EW5389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5389'2.95 MI SW FROM OJAI.
 EW5389'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5389'OJAI, THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 33, AT THE
 EW5389'JUNCTION OF STATE HIGHWAY 150 (BALDWIN STREET) IN THE CENTER OF THE
 EW5389'TOP OF THE SOUTH SIDE OF A 24 BY 24-INCH CONCRETE BASE TO AN 8-INCH
 EW5389'ALUMINUM POLE SUPPORTING TRAFFIC LIGHTS, 60.0 FT. SOUTH OF THE CENTER
 EW5389'LINE OF THE STREET, 39.7 FT. NORTH OF A SINGLE GUY WIRE POWER POLE,
 EW5389'33.0 FT. WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1157 ***********************************************************************
 JT1157  DESIGNATION -  91 M
 JT1157  PID         -  JT1157
 JT1157  STATE/COUNTY-  CA/SONOMA
 JT1157  USGS QUAD   -  GUERNEVILLE (1997)
 JT1157
 JT1157                         *CURRENT SURVEY CONTROL
 JT1157  ___________________________________________________________________
 JT1157* NAD 83(1986)-  38 35 46.     (N)    122 52 58.     (W)     SCALED    
 JT1157* NAVD 88     -        31.42   (+/-2cm)     103.1    (feet)  VERTCON   
 JT1157  ___________________________________________________________________
 JT1157  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JT1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1157
 JT1157.The horizontal coordinates were scaled from a topographic map and have
 JT1157.an estimated accuracy of +/- 6 seconds.
 JT1157
 JT1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1157.The vertical order pertains to the NGVD 29 superseded value.
 JT1157
 JT1157.The geoid height was determined by GEOID03.
 JT1157
 JT1157;                    North         East    Units  Estimated Accuracy
 JT1157;SPC CA 2     -   603,550.    1,923,100.      MT  (+/- 180 meters Scaled)
 JT1157
 JT1157                          SUPERSEDED SURVEY CONTROL
 JT1157
 JT1157  NGVD 29 (??/??/92)   30.55   (m)          100.2    (f) COMPUTED    2 0
 JT1157
 JT1157.Superseded values are not recommended for survey control.
 JT1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1157.See file dsdata.txt to determine how the superseded data were derived.
 JT1157
 JT1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH102719(NAD 83)
 JT1157_MARKER: DD = SURVEY DISK
 JT1157_SETTING: 66 = SET IN ROCK OUTCROP
 JT1157_SP_SET: ROCK OUTCROP
 JT1157_STAMPING: 91 M 1932 99
 JT1157_MARK LOGO: USGS  
 JT1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JT1157+STABILITY: POSITION/ELEVATION WELL
 JT1157
 JT1157  HISTORY     - Date     Condition        Report By
 JT1157  HISTORY     - 1932     MONUMENTED       USGS
 JT1157  HISTORY     - 1935     GOOD             CGS
 JT1157  HISTORY     - 1975     MARK NOT FOUND   USGS
 JT1157
 JT1157                          STATION DESCRIPTION
 JT1157
 JT1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1157'1.6 MI SW FROM HEALDSBURG.
 JT1157'1.6 MILES SOUTHWEST ALONG THE FORESTVILLE ROAD FROM THE
 JT1157'NORTHWESTERN PACIFIC RAILROAD STATION AT HEALDSBURG, SONOMA
 JT1157'COUNTY, ABOUT 440 FEET NORTHWEST OF THE JUNCTION OF A ROAD
 JT1157'LEADING WEST TO VENADO, IN THE TOP OF A PROMINENT ROCK OUTCROP,
 JT1157'AND 45 FEET WEST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES
 JT1157'GEOLOGICAL SURVEY STANDARD DISK, STAMPED---91 M 1932 99---.
 JT1157
 JT1157                          STATION RECOVERY (1975)
 JT1157
 JT1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JT1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1456 ***********************************************************************
 HS1456  DESIGNATION -  91 USGS
 HS1456  PID         -  HS1456
 HS1456  STATE/COUNTY-  CA/MERCED
 HS1456  USGS QUAD   -  INGOMAR (1971)
 HS1456
 HS1456                         *CURRENT SURVEY CONTROL
 HS1456  ___________________________________________________________________
 HS1456* NAD 83(1986)-  37 10 49.     (N)    120 58 07.     (W)     SCALED    
 HS1456* NAVD 88     -        28.13   (+/-2cm)      92.3    (feet)  VERTCON   
 HS1456  ___________________________________________________________________
 HS1456  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HS1456  VERT ORDER  -  THIRD (See Below)
 HS1456
 HS1456.The horizontal coordinates were scaled from a topographic map and have
 HS1456.an estimated accuracy of +/- 6 seconds.
 HS1456
 HS1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1456.The vertical order pertains to the NGVD 29 superseded value.
 HS1456
 HS1456.The geoid height was determined by GEOID03.
 HS1456
 HS1456;                    North         East    Units  Estimated Accuracy
 HS1456;SPC CA 3     -   575,600.    1,958,390.      MT  (+/- 180 meters Scaled)
 HS1456
 HS1456                          SUPERSEDED SURVEY CONTROL
 HS1456
 HS1456  NGVD 29 (??/??/??)   27.34   (m)           89.7    (f) RESET       3  
 HS1456
 HS1456.Superseded values are not recommended for survey control.
 HS1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1456.See file dsdata.txt to determine how the superseded data were derived.
 HS1456
 HS1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG803168(NAD 83)
 HS1456_MARKER: P = PIPE CAP
 HS1456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1456_STAMPING: 91 G CAL 1909
 HS1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1456
 HS1456  HISTORY     - Date     Condition        Report By
 HS1456  HISTORY     - 1909     MONUMENTED       USGS
 HS1456  HISTORY     - 1958     GOOD             NGS
 HS1456  HISTORY     - 1965     GOOD             NGS
 HS1456
 HS1456                          STATION DESCRIPTION
 HS1456
 HS1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1456'5.7 MI SE FROM GUSTINE.
 HS1456'5.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS1456'THE STATION AT GUSTINE, MERCED COUNTY, AT INGOMAR, 72 FEET SOUTHEAST
 HS1456'OF THE FOURTH POLE SOUTHEAST OF MILEPOST 129, 41.3 FEET SOUTHWEST
 HS1456'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND 35 FEET NORTHEAST OF
 HS1456'A ROW OF TREES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HS1456'STAMPED 91 G CAL 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HS1456'IRON PIPE.
 HS1456
 HS1456                          STATION RECOVERY (1965)
 HS1456
 HS1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HS1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0548 ***********************************************************************
 GT0548  DESIGNATION -  91.12
 GT0548  PID         -  GT0548
 GT0548  STATE/COUNTY-  CA/TULARE
 GT0548  USGS QUAD   -  LINDSAY (1969)
 GT0548
 GT0548                         *CURRENT SURVEY CONTROL
 GT0548  ___________________________________________________________________
 GT0548* NAD 83(1986)-  36 07 53.     (N)    119 03 20.     (W)     SCALED    
 GT0548* NAVD 88     -       128.27   (+/-2cm)     420.8    (feet)  VERTCON   
 GT0548  ___________________________________________________________________
 GT0548  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 GT0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0548
 GT0548.The horizontal coordinates were scaled from a topographic map and have
 GT0548.an estimated accuracy of +/- 6 seconds.
 GT0548
 GT0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0548.The vertical order pertains to the NGVD 29 superseded value.
 GT0548
 GT0548.The geoid height was determined by GEOID03.
 GT0548
 GT0548;                    North         East    Units  Estimated Accuracy
 GT0548;SPC CA 4     -   588,560.    1,995,000.      MT  (+/- 180 meters Scaled)
 GT0548
 GT0548                          SUPERSEDED SURVEY CONTROL
 GT0548
 GT0548  NGVD 29 (??/??/92)  127.44   (m)          418.1    (f) COMPUTED    2 0
 GT0548
 GT0548.Superseded values are not recommended for survey control.
 GT0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0548.See file dsdata.txt to determine how the superseded data were derived.
 GT0548
 GT0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA150004(NAD 83)
 GT0548_MARKER: DD = SURVEY DISK
 GT0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0548_SP_SET: CONCRETE GUARDRAIL
 GT0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0548
 GT0548  HISTORY     - Date     Condition        Report By
 GT0548  HISTORY     - UNK      MONUMENTED       BOR
 GT0548  HISTORY     - 1970     GOOD             NGS
 GT0548
 GT0548                          STATION DESCRIPTION
 GT0548
 GT0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0548'1.1 MI S FROM STRATHMORE.
 GT0548'1.1 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 GT0548'OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF THE
 GT0548'NORTH CONCRETE GUARDRAIL OF OLIVE DRIVE (AVE. 188) BRIDGE 91.11
 GT0548'OVER THE CANAL, 17 FEET NORTH OF THE CENTER LINE OF THE DRIVE,
 GT0548'1.0 FOOT EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET
 GT0548'HIGHER THAN THE DRIVE.  SECTION 4, T21S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0372 ***********************************************************************
 GU0372  DESIGNATION -  91.3 USBR
 GU0372  PID         -  GU0372
 GU0372  STATE/COUNTY-  CA/MERCED
 GU0372  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0372
 GU0372                         *CURRENT SURVEY CONTROL
 GU0372  ___________________________________________________________________
 GU0372* NAD 83(1986)-  36 54 48.     (N)    120 45 32.     (W)     SCALED    
 GU0372* NAVD 88     -        50.58   (+/-2cm)     165.9    (feet)  VERTCON   
 GU0372  ___________________________________________________________________
 GU0372  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 GU0372  VERT ORDER  -  THIRD (See Below)
 GU0372
 GU0372.The horizontal coordinates were scaled from a topographic map and have
 GU0372.an estimated accuracy of +/- 6 seconds.
 GU0372
 GU0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0372.The vertical order pertains to the NGVD 29 superseded value.
 GU0372
 GU0372.The geoid height was determined by GEOID03.
 GU0372
 GU0372;                    North         East    Units  Estimated Accuracy
 GU0372;SPC CA 3     -   545,910.    1,976,930.      MT  (+/- 180 meters Scaled)
 GU0372
 GU0372                          SUPERSEDED SURVEY CONTROL
 GU0372
 GU0372  NGVD 29 (??/??/??)   49.79   (m)          163.4    (f) RESET       3  
 GU0372
 GU0372.Superseded values are not recommended for survey control.
 GU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0372.See file dsdata.txt to determine how the superseded data were derived.
 GU0372
 GU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF996876(NAD 83)
 GU0372_MARKER: DD = SURVEY DISK
 GU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0372+STABILITY: SURFACE MOTION
 GU0372
 GU0372  HISTORY     - Date     Condition        Report By
 GU0372  HISTORY     - UNK      MONUMENTED       BOR
 GU0372  HISTORY     - 1955     GOOD             NGS
 GU0372  HISTORY     - 1975     MARK NOT FOUND   NGS
 GU0372
 GU0372                          STATION DESCRIPTION
 GU0372
 GU0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0372'6.5 MI NW FROM ORO LOMA.
 GU0372'6.5 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0372'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0372'ORO LOMA, ALONG THE NORTHEAST TOE OF THE SOUTHWEST BANK OF THE
 GU0372'CANAL, 27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 9.0
 GU0372'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF CONCRETE CANAL LINING,
 GU0372'1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 7 1/2 FEET LOWER
 GU0372'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GU0372'0.1 FOOT ABOVE THE GROUND.
 GU0372
 GU0372                          STATION RECOVERY (1975)
 GU0372
 GU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0332 ***********************************************************************
 GT0332  DESIGNATION -  91.62
 GT0332  PID         -  GT0332
 GT0332  STATE/COUNTY-  CA/TULARE
 GT0332  USGS QUAD   -  PORTERVILLE (1969)
 GT0332
 GT0332                         *CURRENT SURVEY CONTROL
 GT0332  ___________________________________________________________________
 GT0332* NAD 83(1986)-  36 07 24.     (N)    119 03 24.     (W)     SCALED    
 GT0332* NAVD 88     -       128.20   (+/-2cm)     420.6    (feet)  VERTCON   
 GT0332  ___________________________________________________________________
 GT0332  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 GT0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0332
 GT0332.The horizontal coordinates were scaled from a topographic map and have
 GT0332.an estimated accuracy of +/- 6 seconds.
 GT0332
 GT0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0332.The vertical order pertains to the NGVD 29 superseded value.
 GT0332
 GT0332.The geoid height was determined by GEOID03.
 GT0332
 GT0332;                    North         East    Units  Estimated Accuracy
 GT0332;SPC CA 4     -   587,660.    1,994,900.      MT  (+/- 180 meters Scaled)
 GT0332
 GT0332                          SUPERSEDED SURVEY CONTROL
 GT0332
 GT0332  NGVD 29 (??/??/92)  127.37   (m)          417.9    (f) COMPUTED    2 0
 GT0332
 GT0332.Superseded values are not recommended for survey control.
 GT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0332.See file dsdata.txt to determine how the superseded data were derived.
 GT0332
 GT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV149995(NAD 83)
 GT0332_MARKER: DD = SURVEY DISK
 GT0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0332_SP_SET: BRIDGE
 GT0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0332
 GT0332  HISTORY     - Date     Condition        Report By
 GT0332  HISTORY     - UNK      MONUMENTED       BOR
 GT0332  HISTORY     - 1970     GOOD             NGS
 GT0332
 GT0332                          STATION DESCRIPTION
 GT0332
 GT0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0332'1.6 MI S FROM STRATHMORE.
 GT0332'1.6 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 GT0332'OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF NORTH
 GT0332'GUARDRAIL OF WELCOME AVENUE (AVE 184) BRIDGE 91.62 OVER THE CANAL,
 GT0332'17 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1.0 FEET EAST
 GT0332'OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN
 GT0332'THE AVENUE.  SECTION 4, T21S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0371 ***********************************************************************
 GU0371  DESIGNATION -  91.71 USBR
 GU0371  PID         -  GU0371
 GU0371  STATE/COUNTY-  CA/MERCED
 GU0371  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0371
 GU0371                         *CURRENT SURVEY CONTROL
 GU0371  ___________________________________________________________________
 GU0371* NAD 83(1986)-  36 54 34.     (N)    120 45 15.     (W)     SCALED    
 GU0371* NAVD 88     -        50.73   (+/-2cm)     166.4    (feet)  VERTCON   
 GU0371  ___________________________________________________________________
 GU0371  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 GU0371  VERT ORDER  -  THIRD (See Below)
 GU0371
 GU0371.The horizontal coordinates were scaled from a topographic map and have
 GU0371.an estimated accuracy of +/- 6 seconds.
 GU0371
 GU0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0371.The vertical order pertains to the NGVD 29 superseded value.
 GU0371
 GU0371.The geoid height was determined by GEOID03.
 GU0371
 GU0371;                    North         East    Units  Estimated Accuracy
 GU0371;SPC CA 3     -   545,470.    1,977,350.      MT  (+/- 180 meters Scaled)
 GU0371
 GU0371                          SUPERSEDED SURVEY CONTROL
 GU0371
 GU0371  NGVD 29 (??/??/??)   49.95   (m)          163.9    (f) RESET       3  
 GU0371
 GU0371.Superseded values are not recommended for survey control.
 GU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0371.See file dsdata.txt to determine how the superseded data were derived.
 GU0371
 GU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF000871(NAD 83)
 GU0371_MARKER: DD = SURVEY DISK
 GU0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0371_SP_SET: PIPE OVERCHUTE HEADWALL
 GU0371_STAMPING: MP 91.71
 GU0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0371
 GU0371  HISTORY     - Date     Condition        Report By
 GU0371  HISTORY     - UNK      MONUMENTED       USGS
 GU0371  HISTORY     - 1975     GOOD             NGS
 GU0371
 GU0371                          STATION DESCRIPTION
 GU0371
 GU0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0371'6 MI NW FROM ORO LOMA.
 GU0371'5.95 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0371'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0371'ORO LOMA, AT 16-INCH STEEL PIPE OVERCHUTE 91.71, IN THE TOP
 GU0371'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 25 FEET
 GU0371'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET
 GU0371'LOWER THAN THE ROAD.  SEC 3, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS2126 ***********************************************************************
 HS2126  DESIGNATION -  91.771=91 B
 HS2126  PID         -  HS2126
 HS2126  STATE/COUNTY-  CA/STANISLAUS
 HS2126  USGS QUAD   -  RIVERBANK (1987)
 HS2126
 HS2126                         *CURRENT SURVEY CONTROL
 HS2126  ___________________________________________________________________
 HS2126* NAD 83(1986)-  37 38 24.     (N)    120 59 53.     (W)     SCALED    
 HS2126* NAVD 88     -        28.64   (+/-2cm)      94.0    (feet)  VERTCON   
 HS2126  ___________________________________________________________________
 HS2126  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 HS2126  VERT ORDER  -  THIRD (See Below)
 HS2126
 HS2126.The horizontal coordinates were scaled from a topographic map and have
 HS2126.an estimated accuracy of +/- 6 seconds.
 HS2126
 HS2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2126.The vertical order pertains to the NGVD 29 superseded value.
 HS2126
 HS2126.The geoid height was determined by GEOID03.
 HS2126
 HS2126;                    North         East    Units  Estimated Accuracy
 HS2126;SPC CA 3     -   626,640.    1,956,050.      MT  (+/- 180 meters Scaled)
 HS2126
 HS2126                          SUPERSEDED SURVEY CONTROL
 HS2126
 HS2126  NGVD 29 (??/??/??)   27.91   (m)           91.6    (f) RESET       3  
 HS2126
 HS2126.Superseded values are not recommended for survey control.
 HS2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2126.See file dsdata.txt to determine how the superseded data were derived.
 HS2126
 HS2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG766677(NAD 83)
 HS2126_MARKER: DD = SURVEY DISK
 HS2126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HS2126_SP_SET: BUILDING
 HS2126_STAMPING: 91.771 B 1901
 HS2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS2126
 HS2126  HISTORY     - Date     Condition        Report By
 HS2126  HISTORY     - 1901     MONUMENTED       USGS
 HS2126  HISTORY     - 1942     GOOD             NGS
 HS2126  HISTORY     - 1987     MARK NOT FOUND   NGS
 HS2126
 HS2126                          STATION DESCRIPTION
 HS2126
 HS2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HS2126'AT MODESTO.
 HS2126'AT MODESTO, STANISLAUS COUNTY, AT THE INTERSECTION OF EYE AND
 HS2126'ELEVENTH STREETS, AT THE SOUTH CORNER OF THE STANISLAUS COUNTY
 HS2126'COURTHOUSE, IN THE SOUTHEAST WALL, AND 3 FEET ABOVE THE GROUND.
 HS2126'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 91.771 B
 HS2126'1901 AND SET VERTICALLY.
 HS2126
 HS2126                          STATION RECOVERY (1987)
 HS2126
 HS2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HS2126'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0333 ***********************************************************************
 GT0333  DESIGNATION -  91.87
 GT0333  PID         -  GT0333
 GT0333  STATE/COUNTY-  CA/TULARE
 GT0333  USGS QUAD   -  PORTERVILLE (1969)
 GT0333
 GT0333                         *CURRENT SURVEY CONTROL
 GT0333  ___________________________________________________________________
 GT0333* NAD 83(1986)-  36 07 12.     (N)    119 03 27.     (W)     SCALED    
 GT0333* NAVD 88     -       128.16   (+/-2cm)     420.5    (feet)  VERTCON   
 GT0333  ___________________________________________________________________
 GT0333  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 GT0333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0333
 GT0333.The horizontal coordinates were scaled from a topographic map and have
 GT0333.an estimated accuracy of +/- 6 seconds.
 GT0333
 GT0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0333.The vertical order pertains to the NGVD 29 superseded value.
 GT0333
 GT0333.The geoid height was determined by GEOID03.
 GT0333
 GT0333;                    North         East    Units  Estimated Accuracy
 GT0333;SPC CA 4     -   587,290.    1,994,820.      MT  (+/- 180 meters Scaled)
 GT0333
 GT0333                          SUPERSEDED SURVEY CONTROL
 GT0333
 GT0333  NGVD 29 (??/??/92)  127.34   (m)          417.8    (f) COMPUTED    2 0
 GT0333
 GT0333.Superseded values are not recommended for survey control.
 GT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0333.See file dsdata.txt to determine how the superseded data were derived.
 GT0333
 GT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV148992(NAD 83)
 GT0333_MARKER: DD = SURVEY DISK
 GT0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0333_SP_SET: CONCRETE GUARDRAIL
 GT0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0333
 GT0333  HISTORY     - Date     Condition        Report By
 GT0333  HISTORY     - UNK      MONUMENTED       BOR
 GT0333  HISTORY     - 1970     GOOD             NGS
 GT0333
 GT0333                          STATION DESCRIPTION
 GT0333
 GT0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0333'1.8 MI S FROM STRATHMORE.
 GT0333'1.85 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 GT0333'OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF THE
 GT0333'NORTH CONCRETE GUARDRAIL OF DAVIS AVENUE (AVE.182) 91.87 OVER
 GT0333'THE CANAL, 13 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 0.9
 GT0333'FOOT EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET
 GT0333'HIGHER THAN THE AVENUE.  SECTION 9, T21S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0646 ***********************************************************************
 EU0646  DESIGNATION -  913.250 MWDSC
 EU0646  PID         -  EU0646
 EU0646  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0646  USGS QUAD   -  GRANITE PASS (1985)
 EU0646
 EU0646                         *CURRENT SURVEY CONTROL
 EU0646  ___________________________________________________________________
 EU0646* NAD 83(1986)-  34 06 24.     (N)    115 07 36.     (W)     SCALED    
 EU0646* NAVD 88     -       278.958  (meters)     915.21   (feet)  ADJUSTED  
 EU0646  ___________________________________________________________________
 EU0646  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EU0646  DYNAMIC HT  -         278.652 (meters)     914.21  (feet)  COMP
 EU0646  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 EU0646  OBS GRAVITY -     979,535.1   (mgal)                       GRAV_OBS
 EU0646
 EU0646  VERT ORDER  -  FIRST     CLASS I
 EU0646
 EU0646.The horizontal coordinates were scaled from a topographic map and have
 EU0646.an estimated accuracy of +/- 6 seconds.
 EU0646
 EU0646.The orthometric height was determined by differential leveling
 EU0646.and adjusted in June 1991.
 EU0646
 EU0646.The geoid height was determined by GEOID03.
 EU0646
 EU0646.The dynamic height is computed by dividing the NAVD 88
 EU0646.geopotential number by the normal gravity value computed on the
 EU0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0646.degrees latitude (g = 980.6199 gals.).
 EU0646
 EU0646.The modeled gravity was interpolated from observed gravity values.
 EU0646.The observed gravity was obtained from relative gravimeter ties
 EU0646.to the IGSN71 gravity network.
 EU0646
 EU0646;                    North         East    Units  Estimated Accuracy
 EU0646;SPC CA 5     -   571,080.    2,265,080.      MT  (+/- 180 meters Scaled)
 EU0646
 EU0646                          SUPERSEDED SURVEY CONTROL
 EU0646
 EU0646  NGVD 29 (??/??/92)  278.300  (m)          913.06   (f) ADJ UNCH    1 1
 EU0646
 EU0646.Superseded values are not recommended for survey control.
 EU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0646.See file dsdata.txt to determine how the superseded data were derived.
 EU0646
 EU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT727755(NAD 83)
 EU0646_MARKER: DD = SURVEY DISK
 EU0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0646_SP_SET: AQUEDUCT HEADWALL
 EU0646_STAMPING: 913.250
 EU0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0646
 EU0646  HISTORY     - Date     Condition        Report By
 EU0646  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0646  HISTORY     - 1978     GOOD             NGS
 EU0646
 EU0646                          STATION DESCRIPTION
 EU0646
 EU0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0646'2.8 MI SE FROM IRON MOUNTAIN.
 EU0646'2.8 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0646'STATION AT IRON MOUNTAIN, SET IN THE SOUTHEAST HEADWALL OF A SIPHON
 EU0646'IN THE CENTER OF HEADWALL 64 61.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0644 ***********************************************************************
 EU0644  DESIGNATION -  914.924 MWDSC
 EU0644  PID         -  EU0644
 EU0644  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0644  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0644
 EU0644                         *CURRENT SURVEY CONTROL
 EU0644  ___________________________________________________________________
 EU0644* NAD 83(1986)-  34 05 31.     (N)    115 07 11.     (W)     SCALED    
 EU0644* NAVD 88     -       279.466  (meters)     916.88   (feet)  ADJUSTED  
 EU0644  ___________________________________________________________________
 EU0644  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EU0644  DYNAMIC HT  -         279.159 (meters)     915.87  (feet)  COMP
 EU0644  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 EU0644
 EU0644  VERT ORDER  -  FIRST     CLASS I
 EU0644
 EU0644.The horizontal coordinates were scaled from a topographic map and have
 EU0644.an estimated accuracy of +/- 6 seconds.
 EU0644
 EU0644.The orthometric height was determined by differential leveling
 EU0644.and adjusted in June 1991.
 EU0644
 EU0644.The geoid height was determined by GEOID03.
 EU0644
 EU0644.The dynamic height is computed by dividing the NAVD 88
 EU0644.geopotential number by the normal gravity value computed on the
 EU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0644.degrees latitude (g = 980.6199 gals.).
 EU0644
 EU0644.The modeled gravity was interpolated from observed gravity values.
 EU0644
 EU0644;                    North         East    Units  Estimated Accuracy
 EU0644;SPC CA 5     -   569,470.    2,265,770.      MT  (+/- 180 meters Scaled)
 EU0644
 EU0644                          SUPERSEDED SURVEY CONTROL
 EU0644
 EU0644  NGVD 29 (??/??/92)  278.809  (m)          914.73   (f) ADJ UNCH    1 1
 EU0644
 EU0644.Superseded values are not recommended for survey control.
 EU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0644.See file dsdata.txt to determine how the superseded data were derived.
 EU0644
 EU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT734739(NAD 83)
 EU0644_MARKER: DD = SURVEY DISK
 EU0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0644_SP_SET: HEAD WALL
 EU0644_STAMPING: 914.924
 EU0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0644
 EU0644  HISTORY     - Date     Condition        Report By
 EU0644  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0644  HISTORY     - 1978     GOOD             NGS
 EU0644
 EU0644                          STATION DESCRIPTION
 EU0644
 EU0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0644'4.0 MI SE FROM IRON MOUNTAIN.
 EU0644'4.0 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0644'STATION AT IRON MOUNTAIN, SET IN CENTER OF THE TOP OF A LARGE SIPHON
 EU0644'HEADWALL NUMBERED 63.47, AT THE SOUTHEAST SIDE OF THE SIPHON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0643 ***********************************************************************
 EU0643  DESIGNATION -  915.592 MWDSC
 EU0643  PID         -  EU0643
 EU0643  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0643  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0643
 EU0643                         *CURRENT SURVEY CONTROL
 EU0643  ___________________________________________________________________
 EU0643* NAD 83(1986)-  34 05 13.     (N)    115 06 48.     (W)     SCALED    
 EU0643* NAVD 88     -       279.670  (meters)     917.55   (feet)  ADJUSTED  
 EU0643  ___________________________________________________________________
 EU0643  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0643  DYNAMIC HT  -         279.363 (meters)     916.54  (feet)  COMP
 EU0643  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 EU0643  OBS GRAVITY -     979,529.4   (mgal)                       GRAV_OBS
 EU0643
 EU0643  VERT ORDER  -  FIRST     CLASS I
 EU0643
 EU0643.The horizontal coordinates were scaled from a topographic map and have
 EU0643.an estimated accuracy of +/- 6 seconds.
 EU0643
 EU0643.The orthometric height was determined by differential leveling
 EU0643.and adjusted in June 1991.
 EU0643
 EU0643.The geoid height was determined by GEOID03.
 EU0643
 EU0643.The dynamic height is computed by dividing the NAVD 88
 EU0643.geopotential number by the normal gravity value computed on the
 EU0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0643.degrees latitude (g = 980.6199 gals.).
 EU0643
 EU0643.The modeled gravity was interpolated from observed gravity values.
 EU0643.The observed gravity was obtained from relative gravimeter ties
 EU0643.to the IGSN71 gravity network.
 EU0643
 EU0643;                    North         East    Units  Estimated Accuracy
 EU0643;SPC CA 5     -   568,930.    2,266,370.      MT  (+/- 180 meters Scaled)
 EU0643
 EU0643                          SUPERSEDED SURVEY CONTROL
 EU0643
 EU0643  NGVD 29 (??/??/92)  279.013  (m)          915.40   (f) ADJ UNCH    1 1
 EU0643
 EU0643.Superseded values are not recommended for survey control.
 EU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0643.See file dsdata.txt to determine how the superseded data were derived.
 EU0643
 EU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT740734(NAD 83)
 EU0643_MARKER: DD = SURVEY DISK
 EU0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0643_SP_SET: AQUEDUCT HEADWALL
 EU0643_STAMPING: 915 592
 EU0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0643
 EU0643  HISTORY     - Date     Condition        Report By
 EU0643  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0643  HISTORY     - 1978     GOOD             NGS
 EU0643
 EU0643                          STATION DESCRIPTION
 EU0643
 EU0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0643'4.5 MI SE FROM IRON MOUNTAIN.
 EU0643'4.55 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0643'STATION AT IRON MOUNTAIN, SET IN THE CENTER OF THE TOP OF THE FIRST
 EU0643'SIPHON HEADWALL SOUTHEAST OF STATE HIGHWAY 62, HEADWALL NUMBER 62.98.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3603 ***********************************************************************
 HT3603  DESIGNATION -  916 SF
 HT3603  PID         -  HT3603
 HT3603  STATE/COUNTY-  CA/SANTA CRUZ
 HT3603  USGS QUAD   -  BIG BASIN (1997)
 HT3603
 HT3603                         *CURRENT SURVEY CONTROL
 HT3603  ___________________________________________________________________
 HT3603* NAD 83(1986)-  37 10 26.     (N)    122 10 14.     (W)     SCALED    
 HT3603* NAVD 88     -       280.092  (meters)     918.94   (feet)  ADJUSTED  
 HT3603  ___________________________________________________________________
 HT3603  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 HT3603  DYNAMIC HT  -         279.883 (meters)     918.25  (feet)  COMP
 HT3603  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 HT3603
 HT3603  VERT ORDER  -  FIRST     CLASS II
 HT3603
 HT3603.The horizontal coordinates were scaled from a topographic map and have
 HT3603.an estimated accuracy of +/- 6 seconds.
 HT3603
 HT3603.The orthometric height was determined by differential leveling
 HT3603.and adjusted in February 1993.
 HT3603
 HT3603.The geoid height was determined by GEOID03.
 HT3603
 HT3603.The dynamic height is computed by dividing the NAVD 88
 HT3603.geopotential number by the normal gravity value computed on the
 HT3603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3603.degrees latitude (g = 980.6199 gals.).
 HT3603
 HT3603.The modeled gravity was interpolated from observed gravity values.
 HT3603
 HT3603;                    North         East    Units  Estimated Accuracy
 HT3603;SPC CA 3     -   576,110.    1,851,650.      MT  (+/- 180 meters Scaled)
 HT3603
 HT3603                          SUPERSEDED SURVEY CONTROL
 HT3603
 HT3603  NGVD 29 (10/21/93)  279.254  (m)          916.19   (f) ADJUSTED    1 2
 HT3603
 HT3603.Superseded values are not recommended for survey control.
 HT3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3603.See file dsdata.txt to determine how the superseded data were derived.
 HT3603
 HT3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG736144(NAD 83)
 HT3603_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HT3603_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HT3603_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HT3603_STAMPING: 916 SF
 HT3603_MARK LOGO: USGS  
 HT3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HT3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3603+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1990
 HT3603
 HT3603  HISTORY     - Date     Condition        Report By
 HT3603  HISTORY     - UNK      MONUMENTED       USGS
 HT3603  HISTORY     - 19900426 GOOD             NGS
 HT3603
 HT3603                          STATION DESCRIPTION
 HT3603
 HT3603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3603'6.7 KM (4.2 MI) NORTHWESTERLY ALONG BIG BASIN WAY FROM ITS JUNCTION
 HT3603'WITH STATE HIGHWAY 9 IN BOULDER CREEK, THENCE 1.4 KM (0.9 MI)
 HT3603'NORTHWESTERLY ALONG CHINA GRADE ROAD, A USGS BM CAP RIVETED TO A
 HT3603'3-INCH IRON PIPE, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND
 HT3603'PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE, 12.3 M (40.4 FT)
 HT3603'SOUTHEAST OF THE DRIVEWAY TO 18600, 7.1 M (23.3 FT) NORTHEAST OF THE
 HT3603'CENTER OF THE ROAD, 4.7 M (15.4 FT) WEST OF UTILITY POLE NUMBER
 HT3603'18600, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE ROA A ROAD LEADING
 HT3603'NORTHERLY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0642 ***********************************************************************
 EU0642  DESIGNATION -  916.283 MWDSC
 EU0642  PID         -  EU0642
 EU0642  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0642  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0642
 EU0642                         *CURRENT SURVEY CONTROL
 EU0642  ___________________________________________________________________
 EU0642* NAD 83(1986)-  34 04 55.     (N)    115 06 05.     (W)     SCALED    
 EU0642* NAVD 88     -       279.883  (meters)     918.25   (feet)  ADJUSTED  
 EU0642  ___________________________________________________________________
 EU0642  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0642  DYNAMIC HT  -         279.575 (meters)     917.24  (feet)  COMP
 EU0642  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 EU0642
 EU0642  VERT ORDER  -  FIRST     CLASS I
 EU0642
 EU0642.The horizontal coordinates were scaled from a topographic map and have
 EU0642.an estimated accuracy of +/- 6 seconds.
 EU0642
 EU0642.The orthometric height was determined by differential leveling
 EU0642.and adjusted in June 1991.
 EU0642
 EU0642.The geoid height was determined by GEOID03.
 EU0642
 EU0642.The dynamic height is computed by dividing the NAVD 88
 EU0642.geopotential number by the normal gravity value computed on the
 EU0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0642.degrees latitude (g = 980.6199 gals.).
 EU0642
 EU0642.The modeled gravity was interpolated from observed gravity values.
 EU0642
 EU0642;                    North         East    Units  Estimated Accuracy
 EU0642;SPC CA 5     -   568,410.    2,267,490.      MT  (+/- 180 meters Scaled)
 EU0642
 EU0642                          SUPERSEDED SURVEY CONTROL
 EU0642
 EU0642  NGVD 29 (??/??/92)  279.226  (m)          916.09   (f) ADJ UNCH    1 1
 EU0642
 EU0642.Superseded values are not recommended for survey control.
 EU0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0642.See file dsdata.txt to determine how the superseded data were derived.
 EU0642
 EU0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT751728(NAD 83)
 EU0642_MARKER: DD = SURVEY DISK
 EU0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0642_SP_SET: AQUEDUCT HEADWALL
 EU0642_STAMPING: 916 283
 EU0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0642
 EU0642  HISTORY     - Date     Condition        Report By
 EU0642  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0642  HISTORY     - 1978     GOOD             NGS
 EU0642
 EU0642                          STATION DESCRIPTION
 EU0642
 EU0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0642'5.3 MI SE FROM IRON MOUNTAIN.
 EU0642'5.3 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0642'STATION AT IRON MOUNTAIN, SET IN THE CENTER OF THE TOP OF THE SECOND
 EU0642'SIPHON HEADWALL SOUTHEAST OF HIGHWAY 62 IN THE SOUTHEAST END OF SIPHON
 EU0642'HEADWALL NUMBER 62.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0641 ***********************************************************************
 EU0641  DESIGNATION -  916.946 MWDSC
 EU0641  PID         -  EU0641
 EU0641  STATE/COUNTY-  CA/RIVERSIDE
 EU0641  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0641
 EU0641                         *CURRENT SURVEY CONTROL
 EU0641  ___________________________________________________________________
 EU0641* NAD 83(1986)-  34 04 54.     (N)    115 05 29.     (W)     SCALED    
 EU0641* NAVD 88     -       280.086  (meters)     918.92   (feet)  ADJUSTED  
 EU0641  ___________________________________________________________________
 EU0641  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0641  DYNAMIC HT  -         279.777 (meters)     917.90  (feet)  COMP
 EU0641  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 EU0641
 EU0641  VERT ORDER  -  FIRST     CLASS I
 EU0641
 EU0641.The horizontal coordinates were scaled from a topographic map and have
 EU0641.an estimated accuracy of +/- 6 seconds.
 EU0641
 EU0641.The orthometric height was determined by differential leveling
 EU0641.and adjusted in June 1991.
 EU0641
 EU0641.The geoid height was determined by GEOID03.
 EU0641
 EU0641.The dynamic height is computed by dividing the NAVD 88
 EU0641.geopotential number by the normal gravity value computed on the
 EU0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0641.degrees latitude (g = 980.6199 gals.).
 EU0641
 EU0641.The modeled gravity was interpolated from observed gravity values.
 EU0641
 EU0641;                    North         East    Units  Estimated Accuracy
 EU0641;SPC CA 6     -   712,980.    2,106,940.      MT  (+/- 180 meters Scaled)
 EU0641
 EU0641                          SUPERSEDED SURVEY CONTROL
 EU0641
 EU0641  NGVD 29 (??/??/92)  279.429  (m)          916.76   (f) ADJ UNCH    1 1
 EU0641
 EU0641.Superseded values are not recommended for survey control.
 EU0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0641.See file dsdata.txt to determine how the superseded data were derived.
 EU0641
 EU0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT760728(NAD 83)
 EU0641_MARKER: DD = SURVEY DISK
 EU0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0641_SP_SET: HEADWALL
 EU0641_STAMPING: 916 946
 EU0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0641
 EU0641  HISTORY     - Date     Condition        Report By
 EU0641  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0641  HISTORY     - 1978     GOOD             NGS
 EU0641
 EU0641                          STATION DESCRIPTION
 EU0641
 EU0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0641'5.8 MI SE FROM IRON MOUNTAIN.
 EU0641'5.85 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0641'STATION, IN THE TOP AND CENTER OF A LARGE SIPHON HEADWALL 61.63, AT
 EU0641'THE SOUTHEAST END OF THE SIPHON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 FV0106 ***********************************************************************
 FV0106  DESIGNATION -  917 CAHD
 FV0106  PID         -  FV0106
 FV0106  STATE/COUNTY-  CA/SAN LUIS OBISPO
 FV0106  USGS QUAD   -  ESTRELLA (1979)
 FV0106
 FV0106                         *CURRENT SURVEY CONTROL
 FV0106  ___________________________________________________________________
 FV0106* NAD 83(1986)-  35 37 52.     (N)    120 36 09.     (W)     SCALED    
 FV0106* NAVD 88     -       280.26   (+/-2cm)     919.5    (feet)  VERTCON   
 FV0106  ___________________________________________________________________
 FV0106  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 FV0106  VERT ORDER  -  FIRST     CLASS I (See Below)
 FV0106
 FV0106.The horizontal coordinates were scaled from a topographic map and have
 FV0106.an estimated accuracy of +/- 6 seconds.
 FV0106
 FV0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 FV0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FV0106.The vertical order pertains to the NGVD 29 superseded value.
 FV0106
 FV0106.The geoid height was determined by GEOID03.
 FV0106
 FV0106;                    North         East    Units  Estimated Accuracy
 FV0106;SPC CA 5     -   739,460.    1,764,280.      MT  (+/- 180 meters Scaled)
 FV0106
 FV0106                          SUPERSEDED SURVEY CONTROL
 FV0106
 FV0106  NGVD 29 (??/??/92)  279.308  (m)          916.36   (f) ADJ UNCH    1 1
 FV0106
 FV0106.Superseded values are not recommended for survey control.
 FV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FV0106.See file dsdata.txt to determine how the superseded data were derived.
 FV0106
 FV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE171456(NAD 83)
 FV0106_MARKER: Z = SEE DESCRIPTION
 FV0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FV0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FV0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FV0106+STABILITY: SURFACE MOTION
 FV0106
 FV0106  HISTORY     - Date     Condition        Report By
 FV0106  HISTORY     - UNK      MONUMENTED       CADH
 FV0106  HISTORY     - 1970     GOOD             NGS
 FV0106
 FV0106                          STATION DESCRIPTION
 FV0106
 FV0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FV0106'5.4 MI E FROM PASO ROBLES.
 FV0106'2.05 MILES EAST ALONG STATE HIGHWAY 46 FROM THE U.S. HIGHWAY 101
 FV0106'OVERPASS AT PASO ROBLES, THENCE 3.35 MILES EAST ALONG UNION ROAD,
 FV0106'0.1 MILE NORTHEAST OF THE JUNCTION OF A DRIVEWAY EAST TO A HOUSE,
 FV0106'30 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 107 FEET
 FV0106'NORTHEAST OF BENCH MARK U 1210, 3.5 FEET SOUTHEAST OF A FENCE,
 FV0106'2.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 FV0106'THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FV0106'FOOT ABOVE THE GROUND.  NOTE-- THE POST IS LEANING.  THE ROD
 FV0106'WAS HELD ON THE HIGHEST POINT OF THE PIN DURING THE 1970
 FV0106'RELEVELING.  SEC 29, T 26 S, R 13 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0640 ***********************************************************************
 EU0640  DESIGNATION -  917.736 MWDSC
 EU0640  PID         -  EU0640
 EU0640  STATE/COUNTY-  CA/RIVERSIDE
 EU0640  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0640
 EU0640                         *CURRENT SURVEY CONTROL
 EU0640  ___________________________________________________________________
 EU0640* NAD 83(1986)-  34 04 38.     (N)    115 04 57.     (W)     SCALED    
 EU0640* NAVD 88     -       280.328  (meters)     919.71   (feet)  ADJUSTED  
 EU0640  ___________________________________________________________________
 EU0640  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0640  DYNAMIC HT  -         280.019 (meters)     918.70  (feet)  COMP
 EU0640  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 EU0640  OBS GRAVITY -     979,525.8   (mgal)                       GRAV_OBS
 EU0640
 EU0640  VERT ORDER  -  FIRST     CLASS I
 EU0640
 EU0640.The horizontal coordinates were scaled from a topographic map and have
 EU0640.an estimated accuracy of +/- 6 seconds.
 EU0640
 EU0640.The orthometric height was determined by differential leveling
 EU0640.and adjusted in June 1991.
 EU0640
 EU0640.The geoid height was determined by GEOID03.
 EU0640
 EU0640.The dynamic height is computed by dividing the NAVD 88
 EU0640.geopotential number by the normal gravity value computed on the
 EU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0640.degrees latitude (g = 980.6199 gals.).
 EU0640
 EU0640.The modeled gravity was interpolated from observed gravity values.
 EU0640.The observed gravity was obtained from relative gravimeter ties
 EU0640.to the IGSN71 gravity network.
 EU0640
 EU0640;                    North         East    Units  Estimated Accuracy
 EU0640;SPC CA 6     -   712,500.    2,107,760.      MT  (+/- 180 meters Scaled)
 EU0640
 EU0640                          SUPERSEDED SURVEY CONTROL
 EU0640
 EU0640  NGVD 29 (??/??/92)  279.671  (m)          917.55   (f) ADJ UNCH    1 1
 EU0640
 EU0640.Superseded values are not recommended for survey control.
 EU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0640.See file dsdata.txt to determine how the superseded data were derived.
 EU0640
 EU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT769723(NAD 83)
 EU0640_MARKER: DD = SURVEY DISK
 EU0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0640_SP_SET: HEADWALL
 EU0640_STAMPING: 917 736
 EU0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0640
 EU0640  HISTORY     - Date     Condition        Report By
 EU0640  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0640  HISTORY     - 1978     GOOD             NGS
 EU0640
 EU0640                          STATION DESCRIPTION
 EU0640
 EU0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0640'6.35 MI SE FROM IRON MOUNTAIN.
 EU0640'6.35 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0640'STATION AT IRON MOUNTAIN, AT THE SOUTHEAST END OF A SIPHON, IN THE
 EU0640'CENTER OF THE TOP OF HEADWALL 61.08.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0639 ***********************************************************************
 EU0639  DESIGNATION -  918.335 MWDSC
 EU0639  PID         -  EU0639
 EU0639  STATE/COUNTY-  CA/RIVERSIDE
 EU0639  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0639
 EU0639                         *CURRENT SURVEY CONTROL
 EU0639  ___________________________________________________________________
 EU0639* NAD 83(1986)-  34 04 35.     (N)    115 04 21.     (W)     SCALED    
 EU0639* NAVD 88     -       280.511  (meters)     920.31   (feet)  ADJUSTED  
 EU0639  ___________________________________________________________________
 EU0639  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 EU0639  DYNAMIC HT  -         280.202 (meters)     919.30  (feet)  COMP
 EU0639  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 EU0639
 EU0639  VERT ORDER  -  FIRST     CLASS I
 EU0639
 EU0639.The horizontal coordinates were scaled from a topographic map and have
 EU0639.an estimated accuracy of +/- 6 seconds.
 EU0639
 EU0639.The orthometric height was determined by differential leveling
 EU0639.and adjusted in June 1991.
 EU0639
 EU0639.The geoid height was determined by GEOID03.
 EU0639
 EU0639.The dynamic height is computed by dividing the NAVD 88
 EU0639.geopotential number by the normal gravity value computed on the
 EU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0639.degrees latitude (g = 980.6199 gals.).
 EU0639
 EU0639.The modeled gravity was interpolated from observed gravity values.
 EU0639
 EU0639;                    North         East    Units  Estimated Accuracy
 EU0639;SPC CA 6     -   712,420.    2,108,690.      MT  (+/- 180 meters Scaled)
 EU0639
 EU0639                          SUPERSEDED SURVEY CONTROL
 EU0639
 EU0639  NGVD 29 (??/??/92)  279.855  (m)          918.16   (f) ADJ UNCH    1 1
 EU0639
 EU0639.Superseded values are not recommended for survey control.
 EU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0639.See file dsdata.txt to determine how the superseded data were derived.
 EU0639
 EU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT778723(NAD 83)
 EU0639_MARKER: DD = SURVEY DISK
 EU0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0639_SP_SET: HEAD WALL
 EU0639_STAMPING: 918 335
 EU0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0639
 EU0639  HISTORY     - Date     Condition        Report By
 EU0639  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0639  HISTORY     - 1978     GOOD             NGS
 EU0639
 EU0639                          STATION DESCRIPTION
 EU0639
 EU0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0639'6.15 MI SE FROM IRON MOUNTAIN.
 EU0639'6.95 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0639'STATION AT IRON MOUNTAIN, AT THE EAST END OF A SIPHON, IN THE CENTER
 EU0639'OF THE TOP OF SIPHON HEADWALL 60.48.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0637 ***********************************************************************
 EU0637  DESIGNATION -  918.999 MWDSC
 EU0637  PID         -  EU0637
 EU0637  STATE/COUNTY-  CA/RIVERSIDE
 EU0637  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0637
 EU0637                         *CURRENT SURVEY CONTROL
 EU0637  ___________________________________________________________________
 EU0637* NAD 83(1986)-  34 04 15.     (N)    115 02 32.     (W)     SCALED    
 EU0637* NAVD 88     -       280.708  (meters)     920.96   (feet)  ADJUSTED  
 EU0637  ___________________________________________________________________
 EU0637  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EU0637  DYNAMIC HT  -         280.400 (meters)     919.95  (feet)  COMP
 EU0637  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 EU0637
 EU0637  VERT ORDER  -  FIRST     CLASS I
 EU0637
 EU0637.The horizontal coordinates were scaled from a topographic map and have
 EU0637.an estimated accuracy of +/- 6 seconds.
 EU0637
 EU0637.The orthometric height was determined by differential leveling
 EU0637.and adjusted in June 1991.
 EU0637
 EU0637.The geoid height was determined by GEOID03.
 EU0637
 EU0637.The dynamic height is computed by dividing the NAVD 88
 EU0637.geopotential number by the normal gravity value computed on the
 EU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0637.degrees latitude (g = 980.6199 gals.).
 EU0637
 EU0637.The modeled gravity was interpolated from observed gravity values.
 EU0637
 EU0637;                    North         East    Units  Estimated Accuracy
 EU0637;SPC CA 6     -   711,830.    2,111,490.      MT  (+/- 180 meters Scaled)
 EU0637
 EU0637                          SUPERSEDED SURVEY CONTROL
 EU0637
 EU0637  NGVD 29 (??/??/92)  280.054  (m)          918.81   (f) ADJ UNCH    1 1
 EU0637
 EU0637.Superseded values are not recommended for survey control.
 EU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0637.See file dsdata.txt to determine how the superseded data were derived.
 EU0637
 EU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT806717(NAD 83)
 EU0637_MARKER: DD = SURVEY DISK
 EU0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0637_SP_SET: HEAD WALL
 EU0637_STAMPING: 918.999
 EU0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0637
 EU0637  HISTORY     - Date     Condition        Report By
 EU0637  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0637  HISTORY     - 1978     GOOD             NGS
 EU0637
 EU0637                          STATION DESCRIPTION
 EU0637
 EU0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0637'8.7 MI SE FROM IRON MOUNTAIN.
 EU0637'8.7 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0637'STATION AT IRON MOUNTAIN, AT THE EAST END OF A SIPHON, AT THE TOP AND
 EU0637'IN THE SOUTH EDGE OF SIPHON HEADWALL 58.67.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0638 ***********************************************************************
 EU0638  DESIGNATION -  919.897 MWDSC
 EU0638  PID         -  EU0638
 EU0638  STATE/COUNTY-  CA/RIVERSIDE
 EU0638  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0638
 EU0638                         *CURRENT SURVEY CONTROL
 EU0638  ___________________________________________________________________
 EU0638* NAD 83(1986)-  34 04 12.     (N)    115 03 21.     (W)     SCALED    
 EU0638* NAVD 88     -       280.985  (meters)     921.87   (feet)  ADJUSTED  
 EU0638  ___________________________________________________________________
 EU0638  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EU0638  DYNAMIC HT  -         280.676 (meters)     920.85  (feet)  COMP
 EU0638  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 EU0638  OBS GRAVITY -     979,530.3   (mgal)                       GRAV_OBS
 EU0638
 EU0638  VERT ORDER  -  FIRST     CLASS I
 EU0638
 EU0638.The horizontal coordinates were scaled from a topographic map and have
 EU0638.an estimated accuracy of +/- 6 seconds.
 EU0638
 EU0638.The orthometric height was determined by differential leveling
 EU0638.and adjusted in June 1991.
 EU0638
 EU0638.The geoid height was determined by GEOID03.
 EU0638
 EU0638.The dynamic height is computed by dividing the NAVD 88
 EU0638.geopotential number by the normal gravity value computed on the
 EU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0638.degrees latitude (g = 980.6199 gals.).
 EU0638
 EU0638.The modeled gravity was interpolated from observed gravity values.
 EU0638.The observed gravity was obtained from relative gravimeter ties
 EU0638.to the IGSN71 gravity network.
 EU0638
 EU0638;                    North         East    Units  Estimated Accuracy
 EU0638;SPC CA 6     -   711,730.    2,110,230.      MT  (+/- 180 meters Scaled)
 EU0638
 EU0638                          SUPERSEDED SURVEY CONTROL
 EU0638
 EU0638  NGVD 29 (??/??/92)  280.330  (m)          919.72   (f) ADJ UNCH    1 1
 EU0638
 EU0638.Superseded values are not recommended for survey control.
 EU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0638.See file dsdata.txt to determine how the superseded data were derived.
 EU0638
 EU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT794716(NAD 83)
 EU0638_MARKER: DD = SURVEY DISK
 EU0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0638_SP_SET: HEAD WALL
 EU0638_STAMPING: 919 897
 EU0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0638
 EU0638  HISTORY     - Date     Condition        Report By
 EU0638  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0638  HISTORY     - 1978     GOOD             NGS
 EU0638
 EU0638                          STATION DESCRIPTION
 EU0638
 EU0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0638'8.1 MI SE FROM IRON MOUNTAIN.
 EU0638'8.1 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0638'STATION AT IRON MOUNTAIN, SET IN THE TOP AND CENTER OF SIPHON HEADWALL
 EU0638'59.32, ON EAST SIDE OF SIPHON.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0665 ***********************************************************************
 KT0665  DESIGNATION -  92 69.5 BPR
 KT0665  PID         -  KT0665
 KT0665  STATE/COUNTY-  CA/MENDOCINO
 KT0665  USGS QUAD   -  MENDOCINO PASS (1973)
 KT0665
 KT0665                         *CURRENT SURVEY CONTROL
 KT0665  ___________________________________________________________________
 KT0665* NAD 83(1986)-  39 48 23.     (N)    122 57 14.     (W)     SCALED    
 KT0665* NAVD 88     -      1377.62   (+/-2cm)    4519.7    (feet)  VERTCON   
 KT0665  ___________________________________________________________________
 KT0665  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 KT0665  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0665
 KT0665.The horizontal coordinates were scaled from a topographic map and have
 KT0665.an estimated accuracy of +/- 6 seconds.
 KT0665
 KT0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0665.The vertical order pertains to the NGVD 29 superseded value.
 KT0665
 KT0665.The geoid height was determined by GEOID03.
 KT0665
 KT0665;                    North         East    Units  Estimated Accuracy
 KT0665;SPC CA 2     -   737,960.    1,918,320.      MT  (+/- 180 meters Scaled)
 KT0665
 KT0665                          SUPERSEDED SURVEY CONTROL
 KT0665
 KT0665  NGVD 29 (??/??/92) 1376.583  (m)         4516.34   (f) ADJ UNCH    1 2
 KT0665
 KT0665.Superseded values are not recommended for survey control.
 KT0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0665.See file dsdata.txt to determine how the superseded data were derived.
 KT0665
 KT0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK039062(NAD 83)
 KT0665_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KT0665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0665_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0665_STAMPING: 4505.19 92 69.5 27
 KT0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0665
 KT0665  HISTORY     - Date     Condition        Report By
 KT0665  HISTORY     - UNK      MONUMENTED       BPR
 KT0665  HISTORY     - 1966     GOOD             NGS
 KT0665
 KT0665                          STATION DESCRIPTION
 KT0665
 KT0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KT0665'21.5 MI NE FROM COVELO.
 KT0665'21.5 MILES NORTHEAST ALONG PASKENTA ROAD FROM THE POST OFFICE AT
 KT0665'COVELO, ON THE OUTSIDE OF A CURVE, 44 FEET WEST OF THE CENTER LINE
 KT0665'OF THE ROAD, 68 FEET SOUTH OF A 36-INCH OAK TREE, 1.6 FEET SOUTH
 KT0665'OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE ROAD, AND SCREWED ON
 KT0665'THE TOP OF A 2-INCH PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0356 ***********************************************************************
 DY0356  DESIGNATION -  92 C OF LB
 DY0356  PID         -  DY0356
 DY0356  STATE/COUNTY-  CA/LOS ANGELES
 DY0356  USGS QUAD   -  LONG BEACH (1981)
 DY0356
 DY0356                         *CURRENT SURVEY CONTROL
 DY0356  ___________________________________________________________________
 DY0356* NAD 83(1986)-  33 48 43.     (N)    118 10 03.     (W)     SCALED    
 DY0356* NAVD 88     -        23.58   (+/-2cm)      77.4    (feet)  VERTCON   
 DY0356  ___________________________________________________________________
 DY0356  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DY0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY0356
 DY0356.The horizontal coordinates were scaled from a topographic map and have
 DY0356.an estimated accuracy of +/- 6 seconds.
 DY0356
 DY0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0356.The vertical order pertains to the NGVD 29 superseded value.
 DY0356
 DY0356.The geoid height was determined by GEOID03.
 DY0356
 DY0356;                    North         East    Units  Estimated Accuracy
 DY0356;SPC CA 5     -   534,620.    1,984,490.      MT  (+/- 180 meters Scaled)
 DY0356
 DY0356                          SUPERSEDED SURVEY CONTROL
 DY0356
 DY0356  NGVD 29 (??/??/92)   22.811  (m)           74.84   (f) ADJ UNCH    1 2
 DY0356
 DY0356.Superseded values are not recommended for survey control.
 DY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0356.See file dsdata.txt to determine how the superseded data were derived.
 DY0356
 DY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919419(NAD 83)
 DY0356_MARKER: DD = SURVEY DISK
 DY0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0356+STABILITY: SURFACE MOTION
 DY0356
 DY0356  HISTORY     - Date     Condition        Report By
 DY0356  HISTORY     - UNK      MONUMENTED       CA1970
 DY0356  HISTORY     - 1932     GOOD             NGS
 DY0356  HISTORY     - 1965     MARK NOT FOUND   NGS
 DY0356  HISTORY     - 20070510 MARK NOT FOUND   GEOCAC
 DY0356
 DY0356                          STATION DESCRIPTION
 DY0356
 DY0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DY0356'AT LONG BEACH.
 DY0356'AT LONG BEACH IN SPRING ST., N.W. CORNER OF THE INTERSECTION OF
 DY0356'CHERRY AVE. 21.1 FEET EAST OF CENTER LINE AND 20.1 FEET NORTH OF
 DY0356'END OF CONCRETE PAVING.
 DY0356
 DY0356                          STATION RECOVERY (1965)
 DY0356
 DY0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DY0356'MARK NOT FOUND.
 DY0356
 DY0356                          STATION RECOVERY (2007)
 DY0356
 DY0356'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0356'IT WOULD APPEAR THAT THE WIDENING OF CHERRY DUE TO THE CONSTRUCTION OF
 DY0356'I405 OR THE GENERAL TRAFFIC VOLUME OF THE AREA HAS DESTROYED THIS
 DY0356'MARK.  THE DESCRIPTION OF ABOUT 21 FEET EAST OF THE CENTERLINE OF
 DY0356'CHERRY DOES NOT JIBE WITH THE DESCRIPTION OF BEING IN THE NW CORNER OF
 DY0356'THE INTERSECTION, BUT IN ANY CASE WOULD PUT THE MARK SQUARELY IN
 DY0356'TRAFFIC LANES OF CHERRY.  IT IS UNLIKELY THAT THIS MARK SURVIVES.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9032 ***********************************************************************
 EW9032  DESIGNATION -  92 FMK
 EW9032  PID         -  EW9032
 EW9032  STATE/COUNTY-  CA/LOS ANGELES
 EW9032  USGS QUAD   -  TOPANGA (1991)
 EW9032
 EW9032                         *CURRENT SURVEY CONTROL
 EW9032  ___________________________________________________________________
 EW9032* NAD 83(1986)-  34 05 40.     (N)    118 36 08.     (W)     SCALED    
 EW9032* NAVD 88     -       239.741  (meters)     786.55   (feet)  ADJUSTED  
 EW9032  ___________________________________________________________________
 EW9032  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 EW9032  DYNAMIC HT  -         239.491 (meters)     785.73  (feet)  COMP
 EW9032  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 EW9032
 EW9032  VERT ORDER  -  FIRST     CLASS I
 EW9032
 EW9032.The horizontal coordinates were scaled from a topographic map and have
 EW9032.an estimated accuracy of +/- 6 seconds.
 EW9032
 EW9032.The orthometric height was determined by differential leveling
 EW9032.and adjusted in June 1995.
 EW9032
 EW9032.The geoid height was determined by GEOID03.
 EW9032
 EW9032.The dynamic height is computed by dividing the NAVD 88
 EW9032.geopotential number by the normal gravity value computed on the
 EW9032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9032.degrees latitude (g = 980.6199 gals.).
 EW9032
 EW9032.The modeled gravity was interpolated from observed gravity values.
 EW9032
 EW9032;                    North         East    Units  Estimated Accuracy
 EW9032;SPC CA 5     -   566,110.    1,944,430.      MT  (+/- 180 meters Scaled)
 EW9032
 EW9032                          SUPERSEDED SURVEY CONTROL
 EW9032
 EW9032  NAVD 88 (10/28/92)  239.753  (m)          786.59   (f) UNKNOWN     1 1
 EW9032  NGVD 29 (??/??/92)  238.978  (m)          784.05   (f) ADJ UNCH    1 1
 EW9032
 EW9032.Superseded values are not recommended for survey control.
 EW9032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9032.See file dsdata.txt to determine how the superseded data were derived.
 EW9032
 EW9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT521737(NAD 83)
 EW9032_MARKER: DD = SURVEY DISK
 EW9032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EW9032_SP_SET: BRIDGE ABUTMENT
 EW9032_STAMPING: 92 FMK 1974
 EW9032_MARK LOGO: USGS  
 EW9032_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EW9032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EW9032+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW9032
 EW9032  HISTORY     - Date     Condition        Report By
 EW9032  HISTORY     - UNK      MONUMENTED
 EW9032  HISTORY     - 1978     GOOD             NGS
 EW9032  HISTORY     - 19890518 GOOD             NGS
 EW9032  HISTORY     - 19940614 GOOD             NGS
 EW9032
 EW9032                          STATION DESCRIPTION
 EW9032
 EW9032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EW9032'0.55 MI NORTH FROM TOPANGA.
 EW9032'0.55 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE
 EW9032'AT TOPANGA, AT THE JUNCTION OF GREENLEAD CANYON ROAD, 32 FT. WEST OF
 EW9032'THE CENTER LINE OF THE BOULEVARD, 17 FT. SOUTH OF THE CENTER LINE OF
 EW9032'THE ROAD, 2.0 FT. SOUTH OF A GUARDRAIL, IN TOP OF THE NORTH END OF
 EW9032'THE SOUTHEAST WINGWALL OF BRIDGE 1896.
 EW9032
 EW9032                          STATION RECOVERY (1989)
 EW9032
 EW9032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9032'RECOVERED IN GOOD CONDITION.
 EW9032
 EW9032                          STATION RECOVERY (1994)
 EW9032
 EW9032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9032'0.8 KM (0.50 MI) NORTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW9032'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, IN TOP OF AND 1.6 M (5.2
 EW9032'FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 EW9032'OF THE GREENLEAF CANYON ROAD BRIDGE SPANNING A CREEK, 9.8 M (32.2 FT)
 EW9032'NORTHWEST OF THE HIGHWAY CENTERLINE, AND 4.7 M (15.4 FT) SOUTHWEST OF
 EW9032'AND LEVEL WITH THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW5387 ***********************************************************************
 EW5387  DESIGNATION -  92 FMK USGS
 EW5387  PID         -  EW5387
 EW5387  STATE/COUNTY-  CA/VENTURA
 EW5387  USGS QUAD   -  MATILIJA (1988)
 EW5387
 EW5387                         *CURRENT SURVEY CONTROL
 EW5387  ___________________________________________________________________
 EW5387* NAD 83(1986)-  34 25 57.     (N)    119 16 46.     (W)     SCALED    
 EW5387* NAVD 88     -       199.190  (meters)     653.51   (feet)  READJUSTED
 EW5387  ___________________________________________________________________
 EW5387  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EW5387  DYNAMIC HT  -         198.980 (meters)     652.82  (feet)  COMP
 EW5387  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 EW5387
 EW5387  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 EW5387
 EW5387.The horizontal coordinates were scaled from a topographic map and have
 EW5387.an estimated accuracy of +/- 6 seconds.
 EW5387
 EW5387.The orthometric height was determined by differential leveling
 EW5387.and adjusted in February 1993.
 EW5387.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 EW5387.distribution rate of 0.0 thru 1.0 mm/km.
 EW5387.The height was derived from older observations constrained to new
 EW5387.heights in a crustal motion area.  The height is approximate in
 EW5387.relation to other heights in its vicinity.
 EW5387
 EW5387.The geoid height was determined by GEOID03.
 EW5387
 EW5387.The dynamic height is computed by dividing the NAVD 88
 EW5387.geopotential number by the normal gravity value computed on the
 EW5387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW5387.degrees latitude (g = 980.6199 gals.).
 EW5387
 EW5387.The modeled gravity was interpolated from observed gravity values.
 EW5387
 EW5387;                    North         East    Units  Estimated Accuracy
 EW5387;SPC CA 5     -   604,190.    1,882,410.      MT  (+/- 180 meters Scaled)
 EW5387
 EW5387                          SUPERSEDED SURVEY CONTROL
 EW5387
 EW5387  NGVD 29 (??/??/92)  198.422  (m)          650.99   (f) ADJ UNCH    1 1
 EW5387
 EW5387.Superseded values are not recommended for survey control.
 EW5387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW5387.See file dsdata.txt to determine how the superseded data were derived.
 EW5387
 EW5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU905124(NAD 83)
 EW5387_MARKER: DB = BENCH MARK DISK
 EW5387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EW5387_SP_SET: CULVERT
 EW5387_STAMPING: 92 FMK 1973
 EW5387
 EW5387  HISTORY     - Date     Condition        Report By
 EW5387  HISTORY     - UNK      MONUMENTED
 EW5387  HISTORY     - 1977     GOOD             NGS
 EW5387
 EW5387                          STATION DESCRIPTION
 EW5387
 EW5387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EW5387'2.45 MI SW FROM OJAI.
 EW5387'0.95 MIL SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 EW5387'OJAI, THENCE 1.50 MILES SOUTHWEST ALONG STATE HIGHWAY, AT THE JUNCTION
 EW5387'OF LOMA DRIVE, 66.0 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 29.2
 EW5387'FT. WEST OF A SOUTHERN PACIFIC NO TRESSPASSING SIGN, 19.3 FT. SOUTH
 EW5387'OF A 36-INCH OAK TREE, 16.0 FT. EAST OF THE CENTER LINE OF LOMA DRIVE,
 EW5387'0.8 FT. NORTH OF A HIGHWAY REFLECTOR POST, IN THE SOUTHWEST CORNER OF
 EW5387'A 7 FT. BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1142 ***********************************************************************
 JT1142  DESIGNATION -  92 M
 JT1142  PID         -  JT1142
 JT1142  STATE/COUNTY-  CA/SONOMA
 JT1142  USGS QUAD   -  GUERNEVILLE (1997)
 JT1142
 JT1142                         *CURRENT SURVEY CONTROL
 JT1142  ___________________________________________________________________
 JT1142* NAD 83(1986)-  38 35 40.     (N)    122 54 57.     (W)     SCALED    
 JT1142* NAVD 88     -        87.33   (+/-2cm)     286.5    (feet)  VERTCON   
 JT1142  ___________________________________________________________________
 JT1142  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JT1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1142
 JT1142.The horizontal coordinates were scaled from a topographic map and have
 JT1142.an estimated accuracy of +/- 6 seconds.
 JT1142
 JT1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1142.The vertical order pertains to the NGVD 29 superseded value.
 JT1142
 JT1142.The geoid height was determined by GEOID03.
 JT1142
 JT1142;                    North         East    Units  Estimated Accuracy
 JT1142;SPC CA 2     -   603,390.    1,920,220.      MT  (+/- 180 meters Scaled)
 JT1142
 JT1142                          SUPERSEDED SURVEY CONTROL
 JT1142
 JT1142  NGVD 29 (??/??/92)   86.45   (m)          283.6    (f) COMPUTED    2 0
 JT1142
 JT1142.Superseded values are not recommended for survey control.
 JT1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1142.See file dsdata.txt to determine how the superseded data were derived.
 JT1142
 JT1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH073717(NAD 83)
 JT1142_MARKER: DD = SURVEY DISK
 JT1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1142_SP_SET: ABUTMENT
 JT1142_STAMPING: 92 M 1932 282
 JT1142_MARK LOGO: USGS  
 JT1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1142
 JT1142  HISTORY     - Date     Condition        Report By
 JT1142  HISTORY     - 1932     MONUMENTED       USGS
 JT1142  HISTORY     - 1960     GOOD             CGS
 JT1142
 JT1142                          STATION DESCRIPTION
 JT1142
 JT1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JT1142'3.9 MI W FROM HEALDSBURG.
 JT1142'1.7 MILES SOUTHWEST ALONG THE FORESTVILLE ROAD FROM THE
 JT1142'NORTHWESTERN PACIFIC RAILROAD STATION AT HEALDSBURG, SONOMA
 JT1142'COUNTY, THENCE 2.2 MILES WEST ALONG A ROAD LEADING TO VENADO,
 JT1142'ABOUT 1 MILE WEST OF JUNCTION SCHOOL, AT A WOODEN BRIDGE OVER
 JT1142'MILL CREEK, AND IN THE TOP OF THE SOUTH WING WALL OF THE EAST
 JT1142'ABUTMENT.  A U.S. GEOLOGICAL SURVEY DISK
 JT1142'STAMPED---92 M 1932 282---.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0334 ***********************************************************************
 GT0334  DESIGNATION -  92.13
 GT0334  PID         -  GT0334
 GT0334  STATE/COUNTY-  CA/TULARE
 GT0334  USGS QUAD   -  PORTERVILLE (1969)
 GT0334
 GT0334                         *CURRENT SURVEY CONTROL
 GT0334  ___________________________________________________________________
 GT0334* NAD 83(1986)-  36 06 59.     (N)    119 03 30.     (W)     SCALED    
 GT0334* NAVD 88     -       127.28   (+/-2cm)     417.6    (feet)  VERTCON   
 GT0334  ___________________________________________________________________
 GT0334  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 GT0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0334
 GT0334.The horizontal coordinates were scaled from a topographic map and have
 GT0334.an estimated accuracy of +/- 6 seconds.
 GT0334
 GT0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0334.The vertical order pertains to the NGVD 29 superseded value.
 GT0334
 GT0334.The geoid height was determined by GEOID03.
 GT0334
 GT0334;                    North         East    Units  Estimated Accuracy
 GT0334;SPC CA 4     -   586,890.    1,994,750.      MT  (+/- 180 meters Scaled)
 GT0334
 GT0334                          SUPERSEDED SURVEY CONTROL
 GT0334
 GT0334  NGVD 29 (??/??/92)  126.45   (m)          414.9    (f) COMPUTED    2 0
 GT0334
 GT0334.Superseded values are not recommended for survey control.
 GT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0334.See file dsdata.txt to determine how the superseded data were derived.
 GT0334
 GT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV147988(NAD 83)
 GT0334_MARKER: DD = SURVEY DISK
 GT0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0334_SP_SET: WALL
 GT0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0334
 GT0334  HISTORY     - Date     Condition        Report By
 GT0334  HISTORY     - UNK      MONUMENTED       BOR
 GT0334  HISTORY     - 1970     GOOD             NGS
 GT0334
 GT0334                          STATION DESCRIPTION
 GT0334
 GT0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0334'2.2 MI S FROM STRATHMORE.
 GT0334'2.15 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 GT0334'OF AVENUE 196 AT STRATHMORE, 14 FEET EAST OF THE CENTER LINE OF
 GT0334'THE WEST LEVEE ROAD, IN THE TOP OF THE EAST END OF THE SOUTH
 GT0334'CONCRETE WALL OF TURN-OUT STRUCTURE 92.13, 1.8 FEET WEST OF THE
 GT0334'EAST END OF THE WALL, 1.2 FEET NORTHEAST OF THE SOUTH END OF A
 GT0334'STEEL PIPE GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD.  SECTION 9,
 GT0334'T21S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0295 ***********************************************************************
 GU0295  DESIGNATION -  92.16 R
 GU0295  PID         -  GU0295
 GU0295  STATE/COUNTY-  CA/MERCED
 GU0295  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0295
 GU0295                         *CURRENT SURVEY CONTROL
 GU0295  ___________________________________________________________________
 GU0295* NAD 83(1986)-  36 51 45.     (N)    120 46 41.     (W)     SCALED    
 GU0295* NAVD 88     -       104.260  (meters)     342.06   (feet)  ADJUSTED  
 GU0295  ___________________________________________________________________
 GU0295  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 GU0295  DYNAMIC HT  -         104.173 (meters)     341.77  (feet)  COMP
 GU0295  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 GU0295
 GU0295  VERT ORDER  -  FIRST     CLASS I
 GU0295
 GU0295.The horizontal coordinates were scaled from a topographic map and have
 GU0295.an estimated accuracy of +/- 6 seconds.
 GU0295
 GU0295.The orthometric height was determined by differential leveling
 GU0295.and adjusted in June 1991.
 GU0295
 GU0295.The geoid height was determined by GEOID03.
 GU0295
 GU0295.The dynamic height is computed by dividing the NAVD 88
 GU0295.geopotential number by the normal gravity value computed on the
 GU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0295.degrees latitude (g = 980.6199 gals.).
 GU0295
 GU0295.The modeled gravity was interpolated from observed gravity values.
 GU0295
 GU0295;                    North         East    Units  Estimated Accuracy
 GU0295;SPC CA 3     -   540,270.    1,975,200.      MT  (+/- 180 meters Scaled)
 GU0295
 GU0295                          SUPERSEDED SURVEY CONTROL
 GU0295
 GU0295  NGVD 29 (??/??/92)  103.348  (m)          339.07   (f) ADJ UNCH    1 1
 GU0295
 GU0295.Superseded values are not recommended for survey control.
 GU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0295.See file dsdata.txt to determine how the superseded data were derived.
 GU0295
 GU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF980819(NAD 83)
 GU0295_MARKER: DD = SURVEY DISK
 GU0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0295_SP_SET: HEADWALL
 GU0295_STAMPING: 92.16 R
 GU0295_MARK LOGO: BOR   
 GU0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0295+STABILITY: SURFACE MOTION
 GU0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU0295+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0295
 GU0295  HISTORY     - Date     Condition        Report By
 GU0295  HISTORY     - UNK      MONUMENTED       BOR
 GU0295  HISTORY     - 1967     GOOD             NGS
 GU0295  HISTORY     - 1975     GOOD             NGS
 GU0295  HISTORY     - 19881122 GOOD             NGS
 GU0295
 GU0295                          STATION DESCRIPTION
 GU0295
 GU0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0295'5.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0295'5.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0295'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R11E T12S,
 GU0295'SECTION 28, 0.1 MILE WEST OF THE CROSSING OF A STEEL TOWER POWER
 GU0295'TRANSMISSION LINE, IN THE TOP OF THE WEST END OF THE CONCRETE HEAD
 GU0295'WALL FOR A TURNOUT STRUCTURE, 16 FEET NORTH OF THE CENTER LINE OF
 GU0295'THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 GU0295
 GU0295                          STATION RECOVERY (1975)
 GU0295
 GU0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0295'RECOVERED IN GOOD CONDITION.
 GU0295
 GU0295                          STATION RECOVERY (1988)
 GU0295
 GU0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AE9894 ***********************************************************************
 AE9894  HT_MOD      -  This is a Height Modernization Survey Station.
 AE9894  DESIGNATION -  92.202 EBMUD
 AE9894  PID         -  AE9894
 AE9894  STATE/COUNTY-  CA/CONTRA COSTA
 AE9894  USGS QUAD   -  BRENTWOOD (1978)
 AE9894
 AE9894                         *CURRENT SURVEY CONTROL
 AE9894  ___________________________________________________________________
 AE9894* NAD 83(2007)-  37 57 14.80673(N)    121 43 12.92583(W)     ADJUSTED  
 AE9894* NAVD 88     -        29.00   (meters)      95.1    (feet)  GPS OBS   
 AE9894  ___________________________________________________________________
 AE9894  EPOCH DATE  -        2007.00
 AE9894  X           -  -2,647,559.040 (meters)                     COMP
 AE9894  Y           -  -4,283,375.316 (meters)                     COMP
 AE9894  Z           -   3,901,427.120 (meters)                     COMP
 AE9894  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AE9894  ELLIP HEIGHT-          -3.309 (meters)          (02/10/07) ADJUSTED
 AE9894  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AE9894
 AE9894  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE9894  Type    PID    Designation                      North   East  Ellip
 AE9894  -------------------------------------------------------------------
 AE9894  NETWORK AE9894 92.202 EBMUD                      0.29   0.27   0.90
 AE9894  -------------------------------------------------------------------
 AE9894
 AE9894.The horizontal coordinates were established by GPS observations
 AE9894.and adjusted by the National Geodetic Survey in February 2007.
 AE9894
 AE9894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE9894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE9894.The horizontal coordinates are valid at the epoch date displayed above.
 AE9894.The epoch date for horizontal control is a decimal equivalence
 AE9894.of Year/Month/Day.
 AE9894
 AE9894.The orthometric height was determined by GPS observations and a
 AE9894.high-resolution geoid model.
 AE9894.The orthometric height was determined by GPS observations and a
 AE9894.high-resolution geoid model using precise GPS observation and
 AE9894.processing techniques.
 AE9894
 AE9894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9894
 AE9894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9894
 AE9894.The ellipsoidal height was determined by GPS observations
 AE9894.and is referenced to NAD 83.
 AE9894
 AE9894.The geoid height was determined by GEOID03.
 AE9894
 AE9894;                    North         East     Units Scale Factor Converg.
 AE9894;SPC CA 3     -   662,078.936 1,892,765.023   MT  0.99993544   -0 44 49.5
 AE9894;SPC CA 3     - 2,172,170.64  6,209,846.58   sFT  0.99993544   -0 44 49.5
 AE9894;UTM  10      - 4,201,496.088   612,430.276   MT  0.99975569   +0 47 13.8
 AE9894
 AE9894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9894!SPC CA 3     -   1.00000052  x   0.99993544  =   0.99993596
 AE9894!UTM  10      -   1.00000052  x   0.99975569  =   0.99975621
 AE9894
 AE9894                          SUPERSEDED SURVEY CONTROL
 AE9894
 AE9894  NAD 83(1998)-  37 57 14.80759(N)    121 43 12.92265(W) AD(2002.86) 1
 AE9894  ELLIP H (10/28/05)   -3.298  (m)                       GP(       ) 4 1
 AE9894  NAD 83(1998)-  37 57 14.80719(N)    121 43 12.92135(W) AD(2000.86) B
 AE9894  ELLIP H (11/27/02)   -3.276  (m)                       GP(2000.86) 4 1
 AE9894  NAD 83(1992)-  37 57 14.80540(N)    121 43 12.92001(W) AD(1997.30) 1
 AE9894  ELLIP H (07/10/98)   -3.306  (m)                       GP(1997.30) 4 1
 AE9894  NAD 83(1992)-  37 57 14.80497(N)    121 43 12.92030(W) AD(1997.30) 1
 AE9894  ELLIP H (05/14/98)   -3.215  (m)                       GP(1997.30) 3 1
 AE9894
 AE9894.Superseded values are not recommended for survey control.
 AE9894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9894.See file dsdata.txt to determine how the superseded data were derived.
 AE9894
 AE9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1243001496(NAD 83)
 AE9894_MARKER: DD = SURVEY DISK
 AE9894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE9894_SP_SET: AQUEDUCT MANHOLE
 AE9894_STAMPING: P 3007+60.30 ELEV 92.202
 AE9894_MARK LOGO: EBMUD 
 AE9894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9894+STABILITY: SURFACE MOTION
 AE9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9894+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2007
 AE9894
 AE9894  HISTORY     - Date     Condition        Report By
 AE9894  HISTORY     - 1930     MONUMENTED       EBMUD
 AE9894  HISTORY     - 20010114 GOOD             FRAME
 AE9894  HISTORY     - 20020905 GOOD             CADWR
 AE9894  HISTORY     - 20040817 GOOD             BESTOR
 AE9894  HISTORY     - 20070824 GOOD             INDIV
 AE9894
 AE9894                          STATION DESCRIPTION
 AE9894
 AE9894'DESCRIBED BY EAST BAY MUNICIPAL UTILITIES DISTRICT 1930
 AE9894'THE STATION IS 3 MI (4.8 KM) SOUTH OF OAKLEY AND 2 MI (3.2 KM)
 AE9894'NORTHWEST OF BRENTWOOD ALONG THE MOKELUMNE AQUEDUCT PIPELINE.  TO
 AE9894'REACH THE STATION FROM THE INTERSECTION OF BRENTWOOD BOULEVARD (STATE
 AE9894'HIGHWAY 4) AND BALFOUR ROAD, JUST SOUTH OF BRENTWOOD, GO WEST ON
 AE9894'BALFOUR ROAD FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF FAIRVIEW
 AE9894'AVENUE, A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON FAIRVIEW AVENUE
 AE9894'FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF MINNESOTA AVENUE, A SIDE
 AE9894'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.12 MI (0.19 KM) TO AN
 AE9894'UNNAMED PAVED SIDE ROAD ON THE LEFT (NORTH) , TURN LEFT ONTO THE PAVED
 AE9894'SIDE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS AN EAST BAY
 AE9894'MUNICIPAL UTILITY DISTRICT (EBMUD) SURVEY DISK IN THE MOKELUMNE
 AE9894'AQUEDUCT RIGHT-OF-WAY, SET IN THE TOP OF A 5-FT X 5-FT SQUARE CONCRETE
 AE9894'MANHOLE STRUCTURE (THE MIDDLE OF THREE PROJECTING STRUCTURES) ,
 AE9894'LABELED STA 3008.  THE STATION IS 55 FT (16.8 M) NORTH OF THE
 AE9894'CENTERLINE OF MINNESOTA AVENUE, 39 FT (11.9 M) NORTH OF THE CENTER OF
 AE9894'A CEMENT-BAGGED CULVERT FOR A DITCH UNDER THE ACCESS ROAD, 14.5 FT
 AE9894'(4.4 M) EAST OF THE EDGE OF PAVEMENT OF THE ACCESS ROAD, CENTERED IN
 AE9894'THE WEST EDGE OF THE STRUCTURE AND 0.5 FT (0.2 M) EAST OF THE WEST
 AE9894'EDGE.  THE STATION IS 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 AE9894'POST.  THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO
 AE9894'RIVER DELTA GPS/VERTICAL PROJECT.
 AE9894
 AE9894                          STATION RECOVERY (2001)
 AE9894
 AE9894'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2001 (JHF)
 AE9894'RECOVERED AS DESCRIBED.
 AE9894
 AE9894                          STATION RECOVERY (2002)
 AE9894
 AE9894'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB)
 AE9894'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. FROM THE
 AE9894'INTERSECTION OF FAIRVIEW AVE AND MINNESOTA AVE, TURN RIGHT AND GO EAST
 AE9894'FOR  0.12 MI TO A PAVED ROAD OPPOSITE A NEW RESIDENCE AT 1995 GRANT ST
 AE9894'AND THE STATION ON THE  RIGHT. THE CULVERT IS GONE AND THE DITCH HAS
 AE9894'BEEN FILLED IN AS PART OF A GRAVEL ACCESS RD. THE STATION WAS OBSERVED
 AE9894'AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT  MODERNIZATION
 AE9894'SURVEY.
 AE9894
 AE9894                          STATION RECOVERY (2004)
 AE9894
 AE9894'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (DT)
 AE9894'RECOVERED IN GOOD CONDITION.
 AE9894
 AE9894                          STATION RECOVERY (2007)
 AE9894
 AE9894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 AE9894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0469 ***********************************************************************
 GU0469  DESIGNATION -  92.24 USBR
 GU0469  PID         -  GU0469
 GU0469  STATE/COUNTY-  CA/MERCED
 GU0469  USGS QUAD   -  DOS PALOS (1984)
 GU0469
 GU0469                         *CURRENT SURVEY CONTROL
 GU0469  ___________________________________________________________________
 GU0469* NAD 83(1986)-  36 54 22.     (N)    120 44 46.     (W)     SCALED    
 GU0469* NAVD 88     -        50.80   (+/-2cm)     166.7    (feet)  VERTCON   
 GU0469  ___________________________________________________________________
 GU0469  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GU0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0469
 GU0469.The horizontal coordinates were scaled from a topographic map and have
 GU0469.an estimated accuracy of +/- 6 seconds.
 GU0469
 GU0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0469.The vertical order pertains to the NGVD 29 superseded value.
 GU0469
 GU0469.The geoid height was determined by GEOID03.
 GU0469
 GU0469;                    North         East    Units  Estimated Accuracy
 GU0469;SPC CA 3     -   545,100.    1,978,070.      MT  (+/- 180 meters Scaled)
 GU0469
 GU0469                          SUPERSEDED SURVEY CONTROL
 GU0469
 GU0469  NGVD 29 (??/??/92)   50.013  (m)          164.08   (f) ADJ UNCH    2 0
 GU0469
 GU0469.Superseded values are not recommended for survey control.
 GU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0469.See file dsdata.txt to determine how the superseded data were derived.
 GU0469
 GU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF008868(NAD 83)
 GU0469_MARKER: DD = SURVEY DISK
 GU0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0469_SP_SET: PIPE OVERCHUTE HEADWALL
 GU0469_STAMPING: 92.24 MP
 GU0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0469
 GU0469  HISTORY     - Date     Condition        Report By
 GU0469  HISTORY     - UNK      MONUMENTED       BOR
 GU0469  HISTORY     - 1975     GOOD             NGS
 GU0469
 GU0469                          STATION DESCRIPTION
 GU0469
 GU0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0469'5.4 MI NW FROM ORO LOMA.
 GU0469'5.45 MILES NORTHWEST ALONG A GRADED ROAD FROM THE SOUTHWEST
 GU0469'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0469'ORO LOMA, AT THE CROSSING OF A POWER LINE, ON THE NORTH BANK OF
 GU0469'THE CANAL, 56 FEET EAST OF THE CENTER OF NORTH END OF IRON
 GU0469'PIPE OVERCHUTE 92.23, 25 FEET SOUTH OF THE CENTER LINE OF THE
 GU0469'NORTH LEVEE ROAD, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 GU0469'HEAD WALL OF A FORMER PIPE OVERCHUTE (92.24), AND ABOUT 2 FEET
 GU0469'LOWER THAN THE ROAD.  SEC 10, T 12 S, S 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0335 ***********************************************************************
 GT0335  DESIGNATION -  92.37
 GT0335  PID         -  GT0335
 GT0335  STATE/COUNTY-  CA/TULARE
 GT0335  USGS QUAD   -  PORTERVILLE (1969)
 GT0335
 GT0335                         *CURRENT SURVEY CONTROL
 GT0335  ___________________________________________________________________
 GT0335* NAD 83(1986)-  36 06 46.     (N)    119 03 29.     (W)     SCALED    
 GT0335* NAVD 88     -       128.02   (+/-2cm)     420.0    (feet)  VERTCON   
 GT0335  ___________________________________________________________________
 GT0335  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 GT0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0335
 GT0335.The horizontal coordinates were scaled from a topographic map and have
 GT0335.an estimated accuracy of +/- 6 seconds.
 GT0335
 GT0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0335.The vertical order pertains to the NGVD 29 superseded value.
 GT0335
 GT0335.The geoid height was determined by GEOID03.
 GT0335
 GT0335;                    North         East    Units  Estimated Accuracy
 GT0335;SPC CA 4     -   586,490.    1,994,770.      MT  (+/- 180 meters Scaled)
 GT0335
 GT0335                          SUPERSEDED SURVEY CONTROL
 GT0335
 GT0335  NGVD 29 (??/??/92)  127.20   (m)          417.3    (f) COMPUTED    2 0
 GT0335
 GT0335.Superseded values are not recommended for survey control.
 GT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0335.See file dsdata.txt to determine how the superseded data were derived.
 GT0335
 GT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV147984(NAD 83)
 GT0335_MARKER: DD = SURVEY DISK
 GT0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GT0335_SP_SET: CONCRETE GUARDRAIL
 GT0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GT0335
 GT0335  HISTORY     - Date     Condition        Report By
 GT0335  HISTORY     - UNK      MONUMENTED       BOR
 GT0335  HISTORY     - 1970     GOOD             NGS
 GT0335
 GT0335                          STATION DESCRIPTION
 GT0335
 GT0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GT0335'2.4 MI S FROM STRATHMORE.
 GT0335'2.35 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING
 GT0335'OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF
 GT0335'THE NORTH CONCRETE GUARDRAIL OF MOUNTAIN VIEW AVENUE (AVE. 178)
 GT0335'BRIDGE 92.37 OVER THE CANAL, 13 FEET NORTH OF THE CENTER LINE OF
 GT0335'THE AVENUE, 1.0 FOOT EAST OF THE WEST END OF THE GUARDRAIL, AND
 GT0335'ABOUT 3 FEET HIGHER THAN THE AVENUE.  SECTION 9, T21S, R27E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0468 ***********************************************************************
 GU0468  DESIGNATION -  92.49 USBR
 GU0468  PID         -  GU0468
 GU0468  STATE/COUNTY-  CA/MERCED
 GU0468  USGS QUAD   -  DOS PALOS (1984)
 GU0468
 GU0468                         *CURRENT SURVEY CONTROL
 GU0468  ___________________________________________________________________
 GU0468* NAD 83(1986)-  36 54 18.     (N)    120 44 30.     (W)     SCALED    
 GU0468* NAVD 88     -        50.36   (+/-2cm)     165.2    (feet)  VERTCON   
 GU0468  ___________________________________________________________________
 GU0468  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 GU0468  VERT ORDER  -  THIRD (See Below)
 GU0468
 GU0468.The horizontal coordinates were scaled from a topographic map and have
 GU0468.an estimated accuracy of +/- 6 seconds.
 GU0468
 GU0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0468.The vertical order pertains to the NGVD 29 superseded value.
 GU0468
 GU0468.The geoid height was determined by GEOID03.
 GU0468
 GU0468;                    North         East    Units  Estimated Accuracy
 GU0468;SPC CA 3     -   544,980.    1,978,460.      MT  (+/- 180 meters Scaled)
 GU0468
 GU0468                          SUPERSEDED SURVEY CONTROL
 GU0468
 GU0468  NGVD 29 (??/??/??)   49.58   (m)          162.7    (f) RESET       3  
 GU0468
 GU0468.Superseded values are not recommended for survey control.
 GU0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0468.See file dsdata.txt to determine how the superseded data were derived.
 GU0468
 GU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF012867(NAD 83)
 GU0468_MARKER: DD = SURVEY DISK
 GU0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0468_SP_SET: DRAIN INLET HEADWALL
 GU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0468
 GU0468  HISTORY     - Date     Condition        Report By
 GU0468  HISTORY     - UNK      MONUMENTED       BOR
 GU0468  HISTORY     - 1955     GOOD             NGS
 GU0468  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0468
 GU0468                          STATION DESCRIPTION
 GU0468
 GU0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0468'5.4 MI NW FROM ORO LOMA.
 GU0468'5.4 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0468'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0468'ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 92.49, IN THE TOP
 GU0468'OF THE SOUTHEAST END OF THE SOUTH CONCRETE HEAD WALL, 22 FEET
 GU0468'(SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND
 GU0468'ABOUT 5 1/2 FEET LOWER THAN THE ROAD.
 GU0468
 GU0468                          STATION RECOVERY (1963)
 GU0468
 GU0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0296 ***********************************************************************
 GU0296  DESIGNATION -  92.58 R
 GU0296  PID         -  GU0296
 GU0296  STATE/COUNTY-  CA/FRESNO
 GU0296  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0296
 GU0296                         *CURRENT SURVEY CONTROL
 GU0296  ___________________________________________________________________
 GU0296* NAD 83(1986)-  36 51 32.     (N)    120 46 21.     (W)     SCALED    
 GU0296* NAVD 88     -       103.394  (meters)     339.22   (feet)  ADJUSTED  
 GU0296  ___________________________________________________________________
 GU0296  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0296  DYNAMIC HT  -         103.309 (meters)     338.94  (feet)  COMP
 GU0296  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 GU0296
 GU0296  VERT ORDER  -  FIRST     CLASS I
 GU0296
 GU0296.The horizontal coordinates were scaled from a topographic map and have
 GU0296.an estimated accuracy of +/- 6 seconds.
 GU0296
 GU0296.The orthometric height was determined by differential leveling
 GU0296.and adjusted in June 1991.
 GU0296
 GU0296.The geoid height was determined by GEOID03.
 GU0296
 GU0296.The dynamic height is computed by dividing the NAVD 88
 GU0296.geopotential number by the normal gravity value computed on the
 GU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0296.degrees latitude (g = 980.6199 gals.).
 GU0296
 GU0296.The modeled gravity was interpolated from observed gravity values.
 GU0296
 GU0296;                    North         East    Units  Estimated Accuracy
 GU0296;SPC CA 4     -   670,740.    1,841,950.      MT  (+/- 180 meters Scaled)
 GU0296
 GU0296                          SUPERSEDED SURVEY CONTROL
 GU0296
 GU0296  NGVD 29 (??/??/92)  102.482  (m)          336.23   (f) ADJ UNCH    1 1
 GU0296
 GU0296.Superseded values are not recommended for survey control.
 GU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0296.See file dsdata.txt to determine how the superseded data were derived.
 GU0296
 GU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF985815(NAD 83)
 GU0296_MARKER: DD = SURVEY DISK
 GU0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0296_SP_SET: HEADWALL
 GU0296_STAMPING: 92.58 R
 GU0296_MARK LOGO: BOR   
 GU0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0296+STABILITY: SURFACE MOTION
 GU0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0296+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0296
 GU0296  HISTORY     - Date     Condition        Report By
 GU0296  HISTORY     - UNK      MONUMENTED       BOR
 GU0296  HISTORY     - 1967     GOOD             NGS
 GU0296  HISTORY     - 1975     GOOD             NGS
 GU0296  HISTORY     - 19881122 GOOD             NGS
 GU0296
 GU0296                          STATION DESCRIPTION
 GU0296
 GU0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0296'5.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0296'5.85 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0296'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R11E T12S,
 GU0296'SECTION 28, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE HEAD
 GU0296'WALL OF A 4- BY 12-FOOT CONCRETE DRAIN INLET STRUCTURE, IN LINE
 GU0296'WITH THE TOP OF THE SOUTHWEST CONCRETE LINING OF THE CANAL, 145
 GU0296'FEET SOUTHEAST OF THE TOP RUNG OF A STEEL LADDER LEADING INTO THE
 GU0296'CANAL, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 GU0296'4 FEET LOWER THAN THE ROAD.
 GU0296
 GU0296                          STATION RECOVERY (1975)
 GU0296
 GU0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0296'RECOVERED IN GOOD CONDITION.
 GU0296
 GU0296                          STATION RECOVERY (1988)
 GU0296
 GU0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0291 ***********************************************************************
 GU0291  DESIGNATION -  92.73 L USBR
 GU0291  PID         -  GU0291
 GU0291  STATE/COUNTY-  CA/FRESNO
 GU0291  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0291
 GU0291                         *CURRENT SURVEY CONTROL
 GU0291  ___________________________________________________________________
 GU0291* NAD 83(1986)-  36 51 26.     (N)    120 46 12.     (W)     SCALED    
 GU0291* NAVD 88     -       104.44   (+/-2cm)     342.7    (feet)  VERTCON   
 GU0291  ___________________________________________________________________
 GU0291  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 GU0291  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0291
 GU0291.The horizontal coordinates were scaled from a topographic map and have
 GU0291.an estimated accuracy of +/- 6 seconds.
 GU0291
 GU0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0291.The vertical order pertains to the NGVD 29 superseded value.
 GU0291
 GU0291.The geoid height was determined by GEOID03.
 GU0291
 GU0291;                    North         East    Units  Estimated Accuracy
 GU0291;SPC CA 4     -   670,550.    1,842,170.      MT  (+/- 180 meters Scaled)
 GU0291
 GU0291                          SUPERSEDED SURVEY CONTROL
 GU0291
 GU0291  NGVD 29 (??/??/92)  103.553  (m)          339.74   (f) ADJ UNCH    1 1
 GU0291
 GU0291.Superseded values are not recommended for survey control.
 GU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0291.See file dsdata.txt to determine how the superseded data were derived.
 GU0291
 GU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF988813(NAD 83)
 GU0291_MARKER: DD = SURVEY DISK
 GU0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0291_SP_SET: CONCRETE TURNOUT STRUCTURE
 GU0291_STAMPING: 92.73 L
 GU0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0291
 GU0291  HISTORY     - Date     Condition        Report By
 GU0291  HISTORY     - UNK      MONUMENTED       BOR
 GU0291  HISTORY     - 1967     GOOD             NGS
 GU0291  HISTORY     - 1969     GOOD             NGS
 GU0291
 GU0291                          STATION DESCRIPTION
 GU0291
 GU0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0291'6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0291'6.0 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0291'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, ALONG THE
 GU0291'NORTHEAST LEVEE OF THE CANAL, IN R11E T12S, SECTION 28, 0.55 MILE
 GU0291'NORTHWEST OF THE CROSSING OF A PIPE LINE WITH A CATWALK OVER THE
 GU0291'PIPE, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT
 GU0291'STRUCTURE, 120 FEET NORTHWEST OF THE TOP RUNG OF A STEEL LADDER
 GU0291'LEADING INTO THE CANAL, 14 FEET SOUTHWEST OF THE CENTER LINE OF A
 GU0291'ROAD ON THE NORTHEAST, LEVEE OF THE CANAL, 0.3 FOOT NORTHWEST OF THE
 GU0291'SOUTHEAST END OF THE WALL, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 GU0291
 GU0291                          STATION RECOVERY (1969)
 GU0291
 GU0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0467 ***********************************************************************
 GU0467  DESIGNATION -  92.73 USBR
 GU0467  PID         -  GU0467
 GU0467  STATE/COUNTY-  CA/MERCED
 GU0467  USGS QUAD   -  DOS PALOS (1984)
 GU0467
 GU0467                         *CURRENT SURVEY CONTROL
 GU0467  ___________________________________________________________________
 GU0467* NAD 83(1986)-  36 54 15.     (N)    120 44 16.     (W)     SCALED    
 GU0467* NAVD 88     -        51.51   (+/-2cm)     169.0    (feet)  VERTCON   
 GU0467  ___________________________________________________________________
 GU0467  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0467
 GU0467.The horizontal coordinates were scaled from a topographic map and have
 GU0467.an estimated accuracy of +/- 6 seconds.
 GU0467
 GU0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0467.The vertical order pertains to the NGVD 29 superseded value.
 GU0467
 GU0467.The geoid height was determined by GEOID03.
 GU0467
 GU0467;                    North         East    Units  Estimated Accuracy
 GU0467;SPC CA 3     -   544,880.    1,978,810.      MT  (+/- 180 meters Scaled)
 GU0467
 GU0467                          SUPERSEDED SURVEY CONTROL
 GU0467
 GU0467  NGVD 29 (??/??/92)   50.733  (m)          166.45   (f) ADJ UNCH    2 0
 GU0467
 GU0467.Superseded values are not recommended for survey control.
 GU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0467.See file dsdata.txt to determine how the superseded data were derived.
 GU0467
 GU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF015866(NAD 83)
 GU0467_MARKER: DD = SURVEY DISK
 GU0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0467_SP_SET: BRIDGE ABUTMENT
 GU0467_STAMPING: 92.73 1969
 GU0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0467
 GU0467  HISTORY     - Date     Condition        Report By
 GU0467  HISTORY     - 1969     MONUMENTED       BOR
 GU0467  HISTORY     - 1975     GOOD             NGS
 GU0467
 GU0467                          STATION DESCRIPTION
 GU0467
 GU0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0467'5 MI NW FROM ORO LOMA.
 GU0467'4.95 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0467'LEVEE OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0467'ORO LOMA, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 GU0467'ABUTMENT OF BRIDGE 92.73 OVER THE CANAL, 24 FEET NORTH OF THE
 GU0467'CENTER LINE OF THE ROAD, 12 FEET WEST OF THE CENTER LINE OF THE
 GU0467'BRIDGE, AND ABOUT LEVEL WITH THE ROAD.  SEC 11, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0466 ***********************************************************************
 GU0466  DESIGNATION -  92.85 USBR
 GU0466  PID         -  GU0466
 GU0466  STATE/COUNTY-  CA/MERCED
 GU0466  USGS QUAD   -  DOS PALOS (1984)
 GU0466
 GU0466                         *CURRENT SURVEY CONTROL
 GU0466  ___________________________________________________________________
 GU0466* NAD 83(1986)-  36 54 17.     (N)    120 44 07.     (W)     SCALED    
 GU0466* NAVD 88     -        50.20   (+/-2cm)     164.7    (feet)  VERTCON   
 GU0466  ___________________________________________________________________
 GU0466  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0466  VERT ORDER  -  THIRD (See Below)
 GU0466
 GU0466.The horizontal coordinates were scaled from a topographic map and have
 GU0466.an estimated accuracy of +/- 6 seconds.
 GU0466
 GU0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0466.The vertical order pertains to the NGVD 29 superseded value.
 GU0466
 GU0466.The geoid height was determined by GEOID03.
 GU0466
 GU0466;                    North         East    Units  Estimated Accuracy
 GU0466;SPC CA 3     -   544,940.    1,979,030.      MT  (+/- 180 meters Scaled)
 GU0466
 GU0466                          SUPERSEDED SURVEY CONTROL
 GU0466
 GU0466  NGVD 29 (??/??/??)   49.42   (m)          162.1    (f) RESET       3  
 GU0466
 GU0466.Superseded values are not recommended for survey control.
 GU0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0466.See file dsdata.txt to determine how the superseded data were derived.
 GU0466
 GU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF017866(NAD 83)
 GU0466_MARKER: DD = SURVEY DISK
 GU0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0466_SP_SET: DRAIN INLET HEADWALL
 GU0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0466
 GU0466  HISTORY     - Date     Condition        Report By
 GU0466  HISTORY     - UNK      MONUMENTED       BOR
 GU0466  HISTORY     - 1955     GOOD             NGS
 GU0466  HISTORY     - 1963     MARK NOT FOUND   NGS
 GU0466
 GU0466                          STATION DESCRIPTION
 GU0466
 GU0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GU0466'5 MI NW FROM ORO LOMA.
 GU0466'5.0 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST BANK
 GU0466'OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO
 GU0466'LOMA, AT CONCRETE DRAIN INLET STRUCTURE 92.85, IN THE TOP OF THE
 GU0466'CENTER OF THE SOUTH CONCRETE HEAD WALL, 18 1/2 FEET (SLOPE
 GU0466'MEASUREMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 6
 GU0466'FEET LOWER THAN THE ROAD.
 GU0466
 GU0466                          STATION RECOVERY (1963)
 GU0466
 GU0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 GU0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AI6433 ***********************************************************************
 AI6433  DESIGNATION -  92.93
 AI6433  PID         -  AI6433
 AI6433  STATE/COUNTY-  CA/SUTTER
 AI6433  USGS QUAD   -  SUTTER BUTTES (1973)
 AI6433
 AI6433                         *CURRENT SURVEY CONTROL
 AI6433  ___________________________________________________________________
 AI6433* NAD 83(1986)-  39 10 17.     (N)    121 45 13.     (W)     SCALED    
 AI6433* NAVD 88     -        29.950  (meters)      98.26   (feet)  ADJUSTED  
 AI6433  ___________________________________________________________________
 AI6433  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AI6433  DYNAMIC HT  -          29.933 (meters)      98.21  (feet)  COMP
 AI6433  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 AI6433
 AI6433  VERT ORDER  -  FIRST     CLASS II
 AI6433
 AI6433.The horizontal coordinates were scaled from a topographic map and have
 AI6433.an estimated accuracy of +/- 6 seconds.
 AI6433
 AI6433.The orthometric height was determined by differential leveling
 AI6433.and adjusted in July 2002.
 AI6433.No vertical observational check was made to the station.
 AI6433
 AI6433.The geoid height was determined by GEOID03.
 AI6433
 AI6433.The dynamic height is computed by dividing the NAVD 88
 AI6433.geopotential number by the normal gravity value computed on the
 AI6433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6433.degrees latitude (g = 980.6199 gals.).
 AI6433
 AI6433.The modeled gravity was interpolated from observed gravity values.
 AI6433
 AI6433;                    North         East    Units  Estimated Accuracy
 AI6433;SPC CA 2     -   667,060.    2,021,290.      MT  (+/- 180 meters Scaled)
 AI6433
 AI6433                          SUPERSEDED SURVEY CONTROL
 AI6433
 AI6433.No superseded survey control is available for this station.
 AI6433
 AI6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ076365(NAD 83)
 AI6433_MARKER: DD = SURVEY DISK
 AI6433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6433_SP_SET: RETAINING WALL
 AI6433_STAMPING: COUNTY OF SUTTER EL. 92.93 U.S.G.S.
 AI6433_MARK LOGO: NONE  
 AI6433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6433+STABILITY: SURFACE MOTION
 AI6433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6433+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AI6433
 AI6433  HISTORY     - Date     Condition        Report By
 AI6433  HISTORY     - UNK      MONUMENTED       USGS
 AI6433  HISTORY     - 20000330 GOOD             NGS
 AI6433  HISTORY     - 20040303 GOOD             CADT
 AI6433
 AI6433                          STATION DESCRIPTION
 AI6433
 AI6433'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 AI6433'0.4 KM (0.25 MI) WESTERLY ALONG NELSON STREET FROM THE POST OFFICE IN
 AI6433'SUTTER, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG ACACIA AVENUE, IN TOP
 AI6433'OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 AI6433'RETAINING WALL OF THE SOUTH ABUTMENT OF THE AVENUE BRIDGE SPANNING
 AI6433'WEST INTERCEPTION CANAL, AND 6.0 M (19.7 FT) EAST OF AND LEVEL WITH
 AI6433'THE AVENUE CENTERLINE.  NOTE--THE MONUMENT IS ON THE AVENUE
 AI6433'RIGHT-OF-WAY.
 AI6433
 AI6433                          STATION RECOVERY (2004)
 AI6433
 AI6433'RECOVERY NOTE BY CALTRANS 2004 (DWM)
 AI6433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0636 ***********************************************************************
 EU0636  DESIGNATION -  920.378 MWDSC
 EU0636  PID         -  EU0636
 EU0636  STATE/COUNTY-  CA/RIVERSIDE
 EU0636  USGS QUAD   -  EAST OF GRANITE PASS (1983)
 EU0636
 EU0636                         *CURRENT SURVEY CONTROL
 EU0636  ___________________________________________________________________
 EU0636* NAD 83(1986)-  34 04 09.     (N)    115 01 48.     (W)     SCALED    
 EU0636* NAVD 88     -       281.127  (meters)     922.33   (feet)  ADJUSTED  
 EU0636  ___________________________________________________________________
 EU0636  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EU0636  DYNAMIC HT  -         280.819 (meters)     921.32  (feet)  COMP
 EU0636  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 EU0636  OBS GRAVITY -     979,534.5   (mgal)                       GRAV_OBS
 EU0636
 EU0636  VERT ORDER  -  FIRST     CLASS I
 EU0636
 EU0636.The horizontal coordinates were scaled from a topographic map and have
 EU0636.an estimated accuracy of +/- 6 seconds.
 EU0636
 EU0636.The orthometric height was determined by differential leveling
 EU0636.and adjusted in June 1991.
 EU0636
 EU0636.The geoid height was determined by GEOID03.
 EU0636
 EU0636.The dynamic height is computed by dividing the NAVD 88
 EU0636.geopotential number by the normal gravity value computed on the
 EU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0636.degrees latitude (g = 980.6199 gals.).
 EU0636
 EU0636.The modeled gravity was interpolated from observed gravity values.
 EU0636.The observed gravity was obtained from relative gravimeter ties
 EU0636.to the IGSN71 gravity network.
 EU0636
 EU0636;                    North         East    Units  Estimated Accuracy
 EU0636;SPC CA 6     -   711,660.    2,112,620.      MT  (+/- 180 meters Scaled)
 EU0636
 EU0636                          SUPERSEDED SURVEY CONTROL
 EU0636
 EU0636  NGVD 29 (??/??/92)  280.474  (m)          920.19   (f) ADJ UNCH    1 1
 EU0636
 EU0636.Superseded values are not recommended for survey control.
 EU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0636.See file dsdata.txt to determine how the superseded data were derived.
 EU0636
 EU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT817715(NAD 83)
 EU0636_MARKER: DD = SURVEY DISK
 EU0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EU0636_SP_SET: HEAD WALL
 EU0636_STAMPING: 920 378
 EU0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EU0636
 EU0636  HISTORY     - Date     Condition        Report By
 EU0636  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0636  HISTORY     - 1978     GOOD             NGS
 EU0636
 EU0636                          STATION DESCRIPTION
 EU0636
 EU0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0636'9.5 MI SE FROM IRON MOUNTAIN.
 EU0636'9.5 MILES SOUTHEAST ALONG THE AQUEDUCT FROM THE IRON MOUNTAIN PUMPING
 EU0636'STATION AT IRON MOUNTAIN, AT THE EAST END OF A SIPHON, IN THE TOP AND
 EU0636'AT THE SOUTH EDGE OF SIPHON HEADWALL 57.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0946 ***********************************************************************
 HS0946  DESIGNATION -  924
 HS0946  PID         -  HS0946
 HS0946  STATE/COUNTY-  CA/TUOLUMNE
 HS0946  USGS QUAD   -  MOCCASIN (1987)
 HS0946
 HS0946                         *CURRENT SURVEY CONTROL
 HS0946  ___________________________________________________________________
 HS0946* NAD 83(1986)-  37 48 37.     (N)    120 18 22.     (W)     SCALED    
 HS0946* NAVD 88     -       283.300  (meters)     929.46   (feet)  ADJUSTED  
 HS0946  ___________________________________________________________________
 HS0946  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HS0946  DYNAMIC HT  -         283.077 (meters)     928.73  (feet)  COMP
 HS0946  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 HS0946
 HS0946  VERT ORDER  -  FIRST     CLASS II
 HS0946
 HS0946.The horizontal coordinates were scaled from a topographic map and have
 HS0946.an estimated accuracy of +/- 6 seconds.
 HS0946
 HS0946.The orthometric height was determined by differential leveling
 HS0946.and adjusted in June 1991.
 HS0946
 HS0946.The geoid height was determined by GEOID03.
 HS0946
 HS0946.The dynamic height is computed by dividing the NAVD 88
 HS0946.geopotential number by the normal gravity value computed on the
 HS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0946.degrees latitude (g = 980.6199 gals.).
 HS0946
 HS0946.The modeled gravity was interpolated from observed gravity values.
 HS0946
 HS0946;                    North         East    Units  Estimated Accuracy
 HS0946;SPC CA 3     -   645,430.    2,017,070.      MT  (+/- 180 meters Scaled)
 HS0946
 HS0946                          SUPERSEDED SURVEY CONTROL
 HS0946
 HS0946  NGVD 29 (??/??/92)  282.554  (m)          927.01   (f) ADJ UNCH    1 2
 HS0946
 HS0946.Superseded values are not recommended for survey control.
 HS0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0946.See file dsdata.txt to determine how the superseded data were derived.
 HS0946
 HS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG371881(NAD 83)
 HS0946_MARKER: DD = SURVEY DISK
 HS0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0946_SP_SET: CONCRETE FLOOR
 HS0946_STAMPING: 924.983
 HS0946_MARK LOGO: CA3290
 HS0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0946
 HS0946  HISTORY     - Date     Condition        Report By
 HS0946  HISTORY     - UNK      MONUMENTED       CA3290
 HS0946  HISTORY     - 1956     GOOD             NGS
 HS0946  HISTORY     - 1986     GOOD             NGS
 HS0946
 HS0946                          STATION DESCRIPTION
 HS0946
 HS0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HS0946'0.4 MI SW FROM MOCCASIN.
 HS0946'0.4 MILE SOUTHWEST ALONG AN ASPHALT ROAD AND ACROSS A DAM FROM THE
 HS0946'POST OFFICE AT MOCCASIN, THENCE 0.05 MILE SOUTHEAST ALONG
 HS0946'STATE HIGWHAY 49, THENCE 37 YARDS NORTH OVER A STEEL TRUSS
 HS0946'FOOT-BRIDGE, AT CONCRETE GAGING STATION OVER MOCCASIN INLET
 HS0946'TO HETCH HETCHY AQEDUCT, IN THE TOP OF THE CONCRETE FLOOR OF
 HS0946'THE STATION, AND 5.1 FEET SOUTHEAST OF THE SOUTH EDGE OF A
 HS0946'DOOR.
 HS0946
 HS0946                          STATION RECOVERY (1986)
 HS0946
 HS0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS0946'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HS0946'THAT THE POST OFFICE HAS BEEN MOVED AND THE MARK IS NOW 0.5 MI
 HS0946'SOUTHWEST AND ACROSS THE DAM FROM THE POST OFFICE IN MOCCASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0943 ***********************************************************************
 HS0943  DESIGNATION -  926
 HS0943  PID         -  HS0943
 HS0943  STATE/COUNTY-  CA/TUOLUMNE
 HS0943  USGS QUAD   -  MOCCASIN (1987)
 HS0943
 HS0943                         *CURRENT SURVEY CONTROL
 HS0943  ___________________________________________________________________
 HS0943* NAD 83(1986)-  37 48 39.     (N)    120 18 01.     (W)     SCALED    
 HS0943* NAVD 88     -       283.75   (+/-2cm)     930.9    (feet)  VERTCON   
 HS0943  ___________________________________________________________________
 HS0943  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HS0943  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS0943
 HS0943.The horizontal coordinates were scaled from a topographic map and have
 HS0943.an estimated accuracy of +/- 6 seconds.
 HS0943
 HS0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0943.The vertical order pertains to the NGVD 29 superseded value.
 HS0943
 HS0943.The geoid height was determined by GEOID03.
 HS0943
 HS0943;                    North         East    Units  Estimated Accuracy
 HS0943;SPC CA 3     -   645,500.    2,017,590.      MT  (+/- 180 meters Scaled)
 HS0943
 HS0943                          SUPERSEDED SURVEY CONTROL
 HS0943
 HS0943  NGVD 29 (??/??/92)  283.00   (m)          928.5    (f) COMPUTED    1 2
 HS0943
 HS0943.Superseded values are not recommended for survey control.
 HS0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0943.See file dsdata.txt to determine how the superseded data were derived.
 HS0943
 HS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG376882(NAD 83)
 HS0943_MARKER: DD = SURVEY DISK
 HS0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HS0943_SP_SET: CURB
 HS0943_STAMPING: 926.450
 HS0943_MARK LOGO: HHWS  
 HS0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0943
 HS0943  HISTORY     - Date     Condition        Report By
 HS0943  HISTORY     - UNK      MONUMENTED       HHWS
 HS0943  HISTORY     - 1956     GOOD             CGS
 HS0943
 HS0943                          STATION DESCRIPTION
 HS0943
 HS0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0943'AT MOCCASIN.
 HS0943'AT MOCCASIN, 0.05 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST
 HS0943'OFFICE, IN THE TOP OF THE WEST CONCRETE CURB OF AN ASPHALT
 HS0943'ROAD LEADING NORTH TO THE MOCCASIN SCHOOL, 52.8 FEET NORTHEAST
 HS0943'OF THE NORTHEAST CORNER OF A STEEL RAIL CATTLE GUARD ACROSS
 HS0943'THE ROAD, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 HS0943'EAST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0945 ***********************************************************************
 HS0945  DESIGNATION -  926.990
 HS0945  PID         -  HS0945
 HS0945  STATE/COUNTY-  CA/TUOLUMNE
 HS0945  USGS QUAD   -  MOCCASIN (1987)
 HS0945
 HS0945                         *CURRENT SURVEY CONTROL
 HS0945  ___________________________________________________________________
 HS0945* NAD 83(2007)-  37 48 43.59608(N)    120 18 20.40549(W)     ADJUSTED  
 HS0945* NAVD 88     -       283.914  (meters)     931.47   (feet)  ADJUSTED  
 HS0945  ___________________________________________________________________
 HS0945  EPOCH DATE  -        2007.00
 HS0945  X           -  -2,545,996.527 (meters)                     COMP
 HS0945  Y           -  -4,355,961.558 (meters)                     COMP
 HS0945  Z           -   3,889,145.579 (meters)                     COMP
 HS0945  LAPLACE CORR-          11.34  (seconds)                    DEFLEC99
 HS0945  ELLIP HEIGHT-         255.163 (meters)          (02/10/07) ADJUSTED
 HS0945  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HS0945  DYNAMIC HT  -         283.691 (meters)     930.74  (feet)  COMP
 HS0945
 HS0945  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 HS0945  Type    PID    Designation                      North   East  Ellip
 HS0945  -------------------------------------------------------------------
 HS0945  NETWORK HS0945 926.990                           0.33   0.37   1.20
 HS0945  -------------------------------------------------------------------
 HS0945  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 HS0945
 HS0945  VERT ORDER  -  FIRST     CLASS II
 HS0945
 HS0945.The horizontal coordinates were established by GPS observations
 HS0945.and adjusted by the National Geodetic Survey in February 2007.
 HS0945
 HS0945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 HS0945.See www.ngs.noaa.gov/NationalReadjustment for more information.
 HS0945.The horizontal coordinates are valid at the epoch date displayed above.
 HS0945.The epoch date for horizontal control is a decimal equivalence
 HS0945.of Year/Month/Day.
 HS0945
 HS0945.The orthometric height was determined by differential leveling
 HS0945.and adjusted in June 1991.
 HS0945
 HS0945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HS0945
 HS0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS0945
 HS0945.The ellipsoidal height was determined by GPS observations
 HS0945.and is referenced to NAD 83.
 HS0945
 HS0945.The geoid height was determined by GEOID03.
 HS0945
 HS0945.The dynamic height is computed by dividing the NAVD 88
 HS0945.geopotential number by the normal gravity value computed on the
 HS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HS0945.degrees latitude (g = 980.6199 gals.).
 HS0945
 HS0945.The modeled gravity was interpolated from observed gravity values.
 HS0945
 HS0945;                    North         East     Units Scale Factor Converg.
 HS0945;SPC CA 3     -   645,637.129 2,017,110.883   MT  0.99992974   +0 07 08.3
 HS0945;SPC CA 3     - 2,118,227.81  6,617,804.62   sFT  0.99992974   +0 07 08.3
 HS0945;UTM  10      - 4,188,388.913   737,179.311   MT  1.00029293   +1 39 09.3
 HS0945
 HS0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS0945!SPC CA 3     -   0.99995996  x   0.99992974  =   0.99988970
 HS0945!UTM  10      -   0.99995996  x   1.00029293  =   1.00025288
 HS0945
 HS0945                          SUPERSEDED SURVEY CONTROL
 HS0945
 HS0945  NAD 83(1998)-  37 48 43.59469(N)    120 18 20.40460(W) AD(2002.82) B
 HS0945  ELLIP H (10/24/03)  255.164  (m)                       GP(       ) 4 1
 HS0945  NAD 83(1992)-  37 48 43.59141(N)    120 18 20.40023(W) AD(1991.35) 1
 HS0945  ELLIP H (07/22/97)  255.238  (m)                       GP(1991.35) 4 1
 HS0945  NAVD 88 (07/22/97)  283.91   (m)          931.5    (f) LEVELING    3  
 HS0945  NGVD 29 (??/??/92)  283.161  (m)          929.00   (f) ADJ UNCH    1 2
 HS0945
 HS0945.Superseded values are not recommended for survey control.
 HS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0945.See file dsdata.txt to determine how the superseded data were derived.
 HS0945
 HS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3717988389(NAD 83)
 HS0945_MARKER: DD = SURVEY DISK
 HS0945_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HS0945_SP_SET: DAM SPILLWAY WINGWALL
 HS0945_STAMPING: 926.990
 HS0945_MARK LOGO: HHWS  
 HS0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 HS0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HS0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS0945+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2002
 HS0945
 HS0945  HISTORY     - Date     Condition        Report By
 HS0945  HISTORY     - UNK      MONUMENTED       HHWS
 HS0945  HISTORY     - 1956     GOOD             CGS
 HS0945  HISTORY     - 1986     GOOD             NGS
 HS0945  HISTORY     - 19921119 GOOD             CADT
 HS0945  HISTORY     - 20021215 GOOD             CETINC
 HS0945  HISTORY     - 20050420 GOOD             GEOCAC
 HS0945
 HS0945                          STATION DESCRIPTION
 HS0945
 HS0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HS0945'0.3 MI W FROM MOCCASIN.
 HS0945'0.3 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 HS0945'MOCASIN, AT THE SOUTHEAST END OF THE BRIDGE AND DAM ACROSS THE
 HS0945'MOCCASIN RESERVOIR, IN THE TOP OF THE CONCRETE BUTTRESS AT THE
 HS0945'SOUTH END OF THE SOUTH SPILLWAY OF THE DAMN, ABOUT 18 FEET
 HS0945'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 18 FEET
 HS0945'NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE BUTTRESS, AND
 HS0945'ABOUT 4 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BUTTRESS.
 HS0945
 HS0945                          STATION RECOVERY (1986)
 HS0945
 HS0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HS0945'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 HS0945'THAT THE POST OFFICE HAS BEEN MOVED AND THE MARK IS NOW 0.6 KM (0.4
 HS0945'MI) WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE IN MOCCASIN.
 HS0945
 HS0945                          STATION RECOVERY (1992)
 HS0945
 HS0945'RECOVERY NOTE BY CALTRANS 1992 (PDG)
 HS0945'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 HS0945'STATION IS LOCATED AT MOCCASIN RESERVOIR, ABOUT 13 MI (20.9 KM)
 HS0945'SOUTH-SOUTHEAST OF SONORA AND 5 MI (8.0 KM) WEST-SOUTHWEST OF
 HS0945'GROVELAND.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HS0945'49 (SOUTH) AND 120, ABOUT 0.5 MI (0.8 KM) NORTHWEST OF MOCCASIN, GO
 HS0945'SOUTHEAST ON HIGHWAY 49 FOR 0.4 MI (0.6 KM) TO A SIDE ROAD LEFT, THE
 HS0945'ROAD TO THE MOCCASIN POWERHOUSE.  TURN LEFT AND GO NORTHEAST ON THE
 HS0945'ROAD ON TOP OF THE MOCCASIN DAM FOR 0.15 MI (0.24 KM) TO THE SOUTHWEST
 HS0945'END OF THE BRIDGE OVER THE DAM SPILLWAY AND THE STATION ON THE RIGHT.
 HS0945'THE STATION IS SET FLUSH IN THE TOP OF THE SOUTHWEST WINGWALL, 85 FT
 HS0945'(25.9 M) SOUTH OF AND ACROSS THE BRIDGE FROM CGS BENCH MARK U 701,
 HS0945'45.7 FT (13.9 M) SOUTHWEST OF THE CENTER OF THE SPILLWAY, 17.1 FT (5.2
 HS0945'M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5.5 FT (1.7 M) SOUTHEAST
 HS0945'OF A METAL GUARD RAIL, 5.0 FT (1.5 M) SOUTH-SOUTHEAST OF THE WEST END
 HS0945'OF THE CONCRETE BRIDGE RAILING, 4.1 FT (1.2 M) WEST-SOUTHWEST OF THE
 HS0945'EAST EDGE OF THE WINGWALL AND LEVEL WITH THE ROAD.  THE STATION WAS
 HS0945'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
 HS0945
 HS0945                          STATION RECOVERY (2002)
 HS0945
 HS0945'RECOVERY NOTE BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG)
 HS0945'926.99 HHWS TRAVEL 0.3 MI (0.4KM) WEST FROM MOCCASIN ALONG AN ASPHALT
 HS0945'ROAD FROM THE
 HS0945'POST OFFICE AT MOCCASIN. THE MARK IS AT THE SOUTHEAST END OF THE
 HS0945'BRIDGE AND DAM, ACROSS
 HS0945'THE MOCCASIN RESERVOIR, IN THE TOP OF THE CONCRETE BUTTRESS AT THE
 HS0945'SOUTH END OF THE
 HS0945'SPILLWAY OF THE DAM. THE MARK IS APPROXIMATELY 18 FT (5.4 M) SOUTHEAST
 HS0945'OF THE CENTERLINE
 HS0945'OF THE ROAD, APPROXIMATELY 18 FT (5.4 M) NORTHWEST OF THE SOUTHEAST
 HS0945'END OF THE
 HS0945'CONCRETE BUTTRESS AND APPROXIMATELY 4 FT (1.2 M) SOUTHWEST OF THE
 HS0945'NORTHEAST EDGE OF
 HS0945'THE BUTTRESS.
 HS0945
 HS0945                          STATION RECOVERY (2005)
 HS0945
 HS0945'RECOVERY NOTE BY GEOCACHING 2005 (PFW)
 HS0945'HANDHELD GPS COORDINATES 37 48 43.7 (N)  120 18 20.5 (W)
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0634 ***********************************************************************
 EU0634  DESIGNATION -  927.037
 EU0634  PID         -  EU0634
 EU0634  STATE/COUNTY-  CA/RIVERSIDE
 EU0634  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0634
 EU0634                         *CURRENT SURVEY CONTROL
 EU0634  ___________________________________________________________________
 EU0634* NAD 83(1986)-  34 04 26.     (N)    114 59 39.     (W)     SCALED    
 EU0634* NAVD 88     -       283.154  (meters)     928.98   (feet)  ADJUSTED  
 EU0634  ___________________________________________________________________
 EU0634  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EU0634  DYNAMIC HT  -         282.846 (meters)     927.97  (feet)  COMP
 EU0634  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 EU0634  OBS GRAVITY -     979,537.0   (mgal)                       GRAV_OBS
 EU0634
 EU0634  VERT ORDER  -  FIRST     CLASS I
 EU0634
 EU0634.The horizontal coordinates were scaled from a topographic map and have
 EU0634.an estimated accuracy of +/- 6 seconds.
 EU0634
 EU0634.The orthometric height was determined by differential leveling
 EU0634.and adjusted in June 1991.
 EU0634
 EU0634.The geoid height was determined by GEOID03.
 EU0634
 EU0634.The dynamic height is computed by dividing the NAVD 88
 EU0634.geopotential number by the normal gravity value computed on the
 EU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0634.degrees latitude (g = 980.6199 gals.).
 EU0634
 EU0634.The modeled gravity was interpolated from observed gravity values.
 EU0634.The observed gravity was obtained from relative gravimeter ties
 EU0634.to the IGSN71 gravity network.
 EU0634
 EU0634;                    North         East    Units  Estimated Accuracy
 EU0634;SPC CA 6     -   712,220.    2,115,920.      MT  (+/- 180 meters Scaled)
 EU0634
 EU0634                          SUPERSEDED SURVEY CONTROL
 EU0634
 EU0634  NGVD 29 (??/??/92)  282.505  (m)          926.85   (f) ADJ UNCH    1 1
 EU0634
 EU0634.Superseded values are not recommended for survey control.
 EU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0634.See file dsdata.txt to determine how the superseded data were derived.
 EU0634
 EU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT850721(NAD 83)
 EU0634_MARKER: DD = SURVEY DISK
 EU0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0634_SP_SET: HEADWALL
 EU0634_STAMPING: 927 037
 EU0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0634
 EU0634  HISTORY     - Date     Condition        Report By
 EU0634  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0634  HISTORY     - 1978     GOOD             NGS
 EU0634
 EU0634                          STATION DESCRIPTION
 EU0634
 EU0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0634'12.8 MI SW FROM RICE.
 EU0634'3.9 MILES NORTHWEST ALONG HIGHWAY 62 FROM THE CROSSING OF THE ATCHISON
 EU0634'TOPEKA AND SANTA FE RAILROAD AT RICE THENCE 8.95 MILES SOUTHWEST ALONG
 EU0634'THE AQUEDUCT, AT A POINT WHERE THE AQUEDUCT BECOMES OPEN, IN THE TOP
 EU0634'AND CENTER OF AQUEDUCT TUNNEL HEADWALL 55.8.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0630 ***********************************************************************
 EU0630  DESIGNATION -  928.276
 EU0630  PID         -  EU0630
 EU0630  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0630  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0630
 EU0630                         *CURRENT SURVEY CONTROL
 EU0630  ___________________________________________________________________
 EU0630* NAD 83(1986)-  34 05 46.     (N)    114 57 01.     (W)     SCALED    
 EU0630* NAVD 88     -       283.532  (meters)     930.22   (feet)  ADJUSTED  
 EU0630  ___________________________________________________________________
 EU0630  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EU0630  DYNAMIC HT  -         283.224 (meters)     929.21  (feet)  COMP
 EU0630  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 EU0630  OBS GRAVITY -     979,539.1   (mgal)                       GRAV_OBS
 EU0630
 EU0630  VERT ORDER  -  FIRST     CLASS I
 EU0630
 EU0630.The horizontal coordinates were scaled from a topographic map and have
 EU0630.an estimated accuracy of +/- 6 seconds.
 EU0630
 EU0630.The orthometric height was determined by differential leveling
 EU0630.and adjusted in June 1991.
 EU0630
 EU0630.The geoid height was determined by GEOID03.
 EU0630
 EU0630.The dynamic height is computed by dividing the NAVD 88
 EU0630.geopotential number by the normal gravity value computed on the
 EU0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0630.degrees latitude (g = 980.6199 gals.).
 EU0630
 EU0630.The modeled gravity was interpolated from observed gravity values.
 EU0630.The observed gravity was obtained from relative gravimeter ties
 EU0630.to the IGSN71 gravity network.
 EU0630
 EU0630;                    North         East    Units  Estimated Accuracy
 EU0630;SPC CA 5     -   570,390.    2,281,380.      MT  (+/- 180 meters Scaled)
 EU0630
 EU0630                          SUPERSEDED SURVEY CONTROL
 EU0630
 EU0630  NGVD 29 (??/??/92)  282.885  (m)          928.10   (f) ADJ UNCH    1 1
 EU0630
 EU0630.Superseded values are not recommended for survey control.
 EU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0630.See file dsdata.txt to determine how the superseded data were derived.
 EU0630
 EU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT890747(NAD 83)
 EU0630_MARKER: DD = SURVEY DISK
 EU0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0630_SP_SET: HEADWALL
 EU0630_STAMPING: 928 276
 EU0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0630
 EU0630  HISTORY     - Date     Condition        Report By
 EU0630  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0630  HISTORY     - 1978     GOOD             NGS
 EU0630
 EU0630                          STATION DESCRIPTION
 EU0630
 EU0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0630'5.8 MI WEST FROM RICE.
 EU0630'3.9 MILES NORTHWEST ALONG HIGHWAY 62 FROM THE CROSSING OF THE ATCHISON
 EU0630'TOPEKA AND SANTA FE RAILROAD AT RICE THENCE 1.9 MILES WEST ALONG THE
 EU0630'AQUEDUCT, AT A POINT WHERE THE AQUEDUCT BECOMES OPEN, IN THE TOP
 EU0630'CENTER OF TUNNEL HEADWALL 52.66.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW4644 ***********************************************************************
 EW4644  DESIGNATION -  929 C 65
 EW4644  PID         -  EW4644
 EW4644  STATE/COUNTY-  CA/VENTURA
 EW4644  USGS QUAD   -  MOORPARK (1974)
 EW4644
 EW4644                         *CURRENT SURVEY CONTROL
 EW4644  ___________________________________________________________________
 EW4644* NAD 83(1986)-  34 22 18.     (N)    118 55 13.     (W)     SCALED    
 EW4644* NAVD 88     -       148.886  (meters)     488.47   (feet)  ADJUSTED  
 EW4644  ___________________________________________________________________
 EW4644  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EW4644  DYNAMIC HT  -         148.724 (meters)     487.94  (feet)  COMP
 EW4644  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 EW4644
 EW4644  VERT ORDER  -  FIRST     CLASS I
 EW4644
 EW4644.The horizontal coordinates were scaled from a topographic map and have
 EW4644.an estimated accuracy of +/- 6 seconds.
 EW4644
 EW4644.The orthometric height was determined by differential leveling
 EW4644.and adjusted in June 1995.
 EW4644
 EW4644.The geoid height was determined by GEOID03.
 EW4644
 EW4644.The dynamic height is computed by dividing the NAVD 88
 EW4644.geopotential number by the normal gravity value computed on the
 EW4644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW4644.degrees latitude (g = 980.6199 gals.).
 EW4644
 EW4644.The modeled gravity was interpolated from observed gravity values.
 EW4644
 EW4644;                    North         East    Units  Estimated Accuracy
 EW4644;SPC CA 5     -   597,080.    1,915,360.      MT  (+/- 180 meters Scaled)
 EW4644
 EW4644                          SUPERSEDED SURVEY CONTROL
 EW4644
 EW4644  NAVD 88 (02/01/93)  148.883  (m)          488.46   (f) UNKNOWN     1 1
 EW4644  NGVD 29 (??/??/92)  148.082  (m)          485.83   (f) ADJ UNCH    1 1
 EW4644
 EW4644.Superseded values are not recommended for survey control.
 EW4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW4644.See file dsdata.txt to determine how the superseded data were derived.
 EW4644
 EW4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU234050(NAD 83)
 EW4644_MARKER: Z = SEE DESCRIPTION
 EW4644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW4644_SP_SET: CULVERT HEADWALL
 EW4644_MARK LOGO: CADT  
 EW4644_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW4644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW4644+STABILITY: SURFACE MOTION
 EW4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW4644+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 EW4644
 EW4644  HISTORY     - Date     Condition        Report By
 EW4644  HISTORY     - UNK      MONUMENTED       CADH
 EW4644  HISTORY     - 1965     GOOD
 EW4644  HISTORY     - 1977     GOOD             NGS
 EW4644  HISTORY     - 19940629 GOOD             NGS
 EW4644
 EW4644                          STATION DESCRIPTION
 EW4644
 EW4644'DESCRIBED 1965
 EW4644'AT FILLMORE.
 EW4644'FROM THE NORTHERLY JUNCTION OF HWYS 23 AND 118 IN MOORPARK,
 EW4644'PROCEED 9.1 MI N ON HWY 23 TO A CONCRETE BRIDGE ON THE N SIDE
 EW4644'OF BARDSDALE AVE.  A RAMSET NAIL, WASHER AND BATHEY CAP MARKED
 EW4644'STATE OF CALIFORNIA - DIVISION OF HIGHWAYS IS SET IN TOP AND
 EW4644'MIDDLE OF BRIDGE HEADWALL.
 EW4644
 EW4644                          STATION RECOVERY (1977)
 EW4644
 EW4644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EW4644'1.9 MILES SOUTH ALONG HIGHWAY 23 FROM THE JUNCTION OF HIGHWAY 126 AT
 EW4644'FILLMORE 9.1 MILES NORTH OF MOORPARK, AT THE JUNCTION OF BARDSDALE
 EW4644'AVENUE, IN THE CENTER OF THE NORTH CURB OF BRIDGE 425, 14 FT. NORTH
 EW4644'OF THE CENTER LINE OF THE AVENUE, ABOUT 60 FT. NORTHWEST OF THE
 EW4644'CENTER OF THE CURVE IN THE HIGHWAY, A RAMSET NAIL, WASHER AND BATHEY
 EW4644'CAP MARKED STATE OF CALIFORNIA-DIVISION OF HIGHWAYS.
 EW4644
 EW4644                          STATION RECOVERY (1994)
 EW4644
 EW4644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW4644'3.1 KM (1.90 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 EW4644'STATE HIGHWAY 126 IN FILLMORE, A RAMSET NAIL AND BETHAY CAP 3.2 M
 EW4644'(10.5 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A BOX
 EW4644'CULVERT UNDER BARDSDALE AVENUE, 4.3 M (14.1 FT) NORTH OF THE AVENUE
 EW4644'CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND ON THE
 EW4644'EXTENDED CENTERLINE OF THE HIGHWAY LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS4592 ***********************************************************************
 HS4592  DESIGNATION -  93
 HS4592  PID         -  HS4592
 HS4592  STATE/COUNTY-  CA/MERCED
 HS4592  USGS QUAD   -  TURNER RANCH (1976)
 HS4592
 HS4592                         *CURRENT SURVEY CONTROL
 HS4592  ___________________________________________________________________
 HS4592* NAD 83(1992)-  37 13 47.77865(N)    120 42 22.30897(W)     ADJUSTED  
 HS4592* NAVD 88     -        28.90   (+/-2cm)      94.8    (feet)  VERTCON   
 HS4592  ___________________________________________________________________
 HS4592  EPOCH DATE  -        1991.35
 HS4592  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 HS4592  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HS4592  HORZ ORDER  -  SECOND
 HS4592  VERT ORDER  -  THIRD ? (See Below)
 HS4592
 HS4592.The horizontal coordinates were established by classical geodetic methods
 HS4592.and adjusted by the National Geodetic Survey in March 1994.
 HS4592.The horizontal coordinates are valid at the epoch date displayed above.
 HS4592.The epoch date for horizontal control is a decimal equivalence
 HS4592.of Year/Month/Day.
 HS4592
 HS4592.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS4592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS4592.The vertical order pertains to the NGVD 29 superseded value.
 HS4592
 HS4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 HS4592
 HS4592.The geoid height was determined by GEOID03.
 HS4592
 HS4592;                    North         East     Units Scale Factor Converg.
 HS4592;SPC CA 3     -   581,029.581 1,981,702.040   MT  0.99997027   -0 07 34.5
 HS4592;SPC CA 3     - 1,906,261.22  6,501,634.11   sFT  0.99997027   -0 07 34.5
 HS4592;UTM  10      - 4,122,845.880   703,492.061   MT  1.00011012   +1 23 17.7
 HS4592
 HS4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HS4592!SPC CA 3     -   1.00000057  x   0.99997027  =   0.99997084
 HS4592!UTM  10      -   1.00000057  x   1.00011012  =   1.00011069
 HS4592
 HS4592                          SUPERSEDED SURVEY CONTROL
 HS4592
 HS4592  NAD 83(1986)-  37 13 47.77313(N)    120 42 22.30995(W) AD(1984.00) 2
 HS4592  NAD 27      -  37 13 47.98000(N)    120 42 18.60500(W) AD(       ) 2
 HS4592  NGVD 29 (07/19/86)   28.17   (m)           92.4    (f) LEVELING    3  
 HS4592
 HS4592.Superseded values are not recommended for survey control.
 HS4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS4592.See file dsdata.txt to determine how the superseded data were derived.
 HS4592
 HS4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG0349222846(NAD 83)
 HS4592
 HS4592  HISTORY     - Date     Condition        Report By
 HS4592  HISTORY     - 1943     MONUMENTED       CGS
 HS4592
 HS4592                          STATION DESCRIPTION
 HS4592
 HS4592'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS)
 HS4592'STATION IS A BRONZE CAP OF THE GEO. SURVEY ATTACHED TO A
 HS4592'SECTION OF IRON PIPE.  LOCATED ABOUT 11 MILES S OF LIVINGSTON
 HS4592'ON THE CRANE RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2535 ***********************************************************************
 DY2535  DESIGNATION -  93 A
 DY2535  PID         -  DY2535
 DY2535  STATE/COUNTY-  CA/LOS ANGELES
 DY2535  USGS QUAD   -  LONG BEACH (1981)
 DY2535
 DY2535                         *CURRENT SURVEY CONTROL
 DY2535  ___________________________________________________________________
 DY2535* NAD 83(1986)-  33 49 09.     (N)    118 10 04.     (W)     SCALED    
 DY2535* NAVD 88     -        17.126  (meters)      56.19   (feet)  ADJUSTED  
 DY2535  ___________________________________________________________________
 DY2535  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY2535  DYNAMIC HT  -          17.108 (meters)      56.13  (feet)  COMP
 DY2535  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 DY2535
 DY2535  VERT ORDER  -  FIRST     CLASS I
 DY2535
 DY2535.The horizontal coordinates were scaled from a topographic map and have
 DY2535.an estimated accuracy of +/- 6 seconds.
 DY2535
 DY2535.The orthometric height was determined by differential leveling
 DY2535.and adjusted in June 1995.
 DY2535.WARNING-Repeat measurements at this control monument indicate possible
 DY2535.vertical movement.
 DY2535
 DY2535.The geoid height was determined by GEOID03.
 DY2535
 DY2535.The dynamic height is computed by dividing the NAVD 88
 DY2535.geopotential number by the normal gravity value computed on the
 DY2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2535.degrees latitude (g = 980.6199 gals.).
 DY2535
 DY2535.The modeled gravity was interpolated from observed gravity values.
 DY2535
 DY2535;                    North         East    Units  Estimated Accuracy
 DY2535;SPC CA 5     -   535,420.    1,984,470.      MT  (+/- 180 meters Scaled)
 DY2535
 DY2535                          SUPERSEDED SURVEY CONTROL
 DY2535
 DY2535  NAVD 88 (06/15/91)   17.103  (m)           56.11   (f) UNKNOWN     1 1
 DY2535  NGVD 29 (??/??/92)   16.344  (m)           53.62   (f) ADJ UNCH    1 1
 DY2535
 DY2535.Superseded values are not recommended for survey control.
 DY2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2535.See file dsdata.txt to determine how the superseded data were derived.
 DY2535
 DY2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919427(NAD 83)
 DY2535_MARKER: DD = SURVEY DISK
 DY2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY2535_SP_SET: CONCRETE POST
 DY2535_STAMPING: BM 93-A 1976 C.L.B. R.C.E. 9675
 DY2535_MARK LOGO: CA1970
 DY2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2535+STABILITY: SURFACE MOTION
 DY2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2535+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1994
 DY2535
 DY2535  HISTORY     - Date     Condition        Report By
 DY2535  HISTORY     - 1976     MONUMENTED       CA1970
 DY2535  HISTORY     - 1978     GOOD             NGS
 DY2535  HISTORY     - 19890318 GOOD             NGS
 DY2535  HISTORY     - 19940728 GOOD             NGS
 DY2535  HISTORY     - 20070510 GOOD             GEOCAC
 DY2535
 DY2535                          STATION DESCRIPTION
 DY2535
 DY2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2535'LONG BEACH.
 DY2535'AT LONG BEACH ON THE SOUTHWEST CORNER OF CHERRY AVENUE AND WARDLOW
 DY2535'ROAD, 26 FT. WEST OF WEST CURB OF CHERRY AVENUE, 3 FT. EAST OF NORTH-
 DY2535'EAST CORNER OF A 4 BY 12-FT. CATCH BASIN, 1 FT. SOUTH OF SOUTH CURB
 DY2535'OF WARDLOW ROAD.
 DY2535
 DY2535                          STATION RECOVERY (1989)
 DY2535
 DY2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2535'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LONG
 DY2535'BEACH, AT THE INTERSECTION OF CHERRY AVENUE AND WARDLOW ROAD, 14.0 M
 DY2535'(45.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY2535'AVENUE, 8.9 M (29.2 FT) SOUTH OF THE CENTER OF THE ROAD, 1.3 M (4.3
 DY2535'FT) EAST OF THE NORTHEAST CORNER OF A CATCH BASIN, LEVEL WITH THE
 DY2535'ROAD, AND IN A CONCRETE MONUMENT THAT IS FLUSH WITH AND SURROUNDED BY
 DY2535'A SIDEWALK.
 DY2535
 DY2535                          STATION RECOVERY (1994)
 DY2535
 DY2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2535'IN LONG BEACH, AT THE INTERSECTION OF WARDLOW ROAD AND CHERRY AVENUE,
 DY2535'13.9 M (45.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 DY2535'AVENUE, 4.0 M (13.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DY2535'OF THE ROAD, 3.6 M (11.8 FT) NORTHWEST OF A SIGNAL LIGHT POLE, 1.2 M
 DY2535'(3.9 FT) EAST OF THE NORTHEAST CORNER OF A CATCH BASIN, 0.2 M (0.7 FT)
 DY2535'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH A
 DY2535'SIDEWALK.
 DY2535
 DY2535                          STATION RECOVERY (2007)
 DY2535
 DY2535'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY2535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0362 ***********************************************************************
 DY0362  DESIGNATION -  93 C OF LB
 DY0362  PID         -  DY0362
 DY0362  STATE/COUNTY-  CA/LOS ANGELES
 DY0362  USGS QUAD   -  LONG BEACH (1981)
 DY0362
 DY0362                         *CURRENT SURVEY CONTROL
 DY0362  ___________________________________________________________________
 DY0362* NAD 83(1986)-  33 49 08.     (N)    118 10 05.     (W)     SCALED    
 DY0362* NAVD 88     -        16.95   (+/-2cm)      55.6    (feet)  VERTCON   
 DY0362  ___________________________________________________________________
 DY0362  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DY0362  VERT ORDER  -  FIRST     CLASS I (See Below)
 DY0362
 DY0362.The horizontal coordinates were scaled from a topographic map and have
 DY0362.an estimated accuracy of +/- 6 seconds.
 DY0362
 DY0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY0362.The vertical order pertains to the NGVD 29 superseded value.
 DY0362
 DY0362.The geoid height was determined by GEOID03.
 DY0362
 DY0362;                    North         East    Units  Estimated Accuracy
 DY0362;SPC CA 5     -   535,390.    1,984,440.      MT  (+/- 180 meters Scaled)
 DY0362
 DY0362                          SUPERSEDED SURVEY CONTROL
 DY0362
 DY0362  NGVD 29 (??/??/92)   16.18   (m)           53.1    (f) COMPUTED    1 1
 DY0362
 DY0362.Superseded values are not recommended for survey control.
 DY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0362.See file dsdata.txt to determine how the superseded data were derived.
 DY0362
 DY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT919426(NAD 83)
 DY0362_MARKER: DD = SURVEY DISK
 DY0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DY0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DY0362_STAMPING: BM NO 93
 DY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0362+STABILITY: SURFACE MOTION
 DY0362
 DY0362  HISTORY     - Date     Condition        Report By
 DY0362  HISTORY     - UNK      MONUMENTED       CA1970
 DY0362  HISTORY     - 1945     GOOD             NGS
 DY0362  HISTORY     - 1975     GOOD             NGS
 DY0362  HISTORY     - 20070510 MARK NOT FOUND   GEOCAC
 DY0362
 DY0362                          STATION DESCRIPTION
 DY0362
 DY0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DY0362'AT LONG BEACH.
 DY0362'AT LONG BEACH LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION
 DY0362'OF WARDLOW ROAD AND CHERRY AVENUE, 44.7 FEET WEST OF THE
 DY0362'WESTERN-MOST CURB OF CHERRY AVENUE (LOOKING NORTH), 5.4 FEET
 DY0362'NORTH OF THE NORTH CURB OF WARDLOW ROAD, SET IN A WELL 8
 DY0362'INCHES DEEP, ACCESS TO WHICH IS HAD THROUGH A 5 INCH PIPE COVERED
 DY0362'BY A CAST IRON COVER MARKED LBBM.  ALSO, IS LOCATED IN THE
 DY0362'CONCRETE DRIVEWAY TO A GASOLINE STATION.  A CITY OF LONG BEACH
 DY0362'STANDARD DISK, STAMPED BM NO 93 AND SET IN THE TOP OF A CONCRETE
 DY0362'POST.
 DY0362
 DY0362                          STATION RECOVERY (1975)
 DY0362
 DY0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DY0362'RECOVERED IN GOOD CONDITION.
 DY0362
 DY0362                          STATION RECOVERY (2007)
 DY0362
 DY0362'RECOVERY NOTE BY GEOCACHING 2007 (SWK)
 DY0362'THIS MARK IS DESCRIBED AS BEING IN THE NORTHWEST CORNER OF THE STREET
 DY0362'AND IN A WELL, BUT FIELD OBSERVATION PROVES THAT THE SIDEWALK IN THE
 DY0362'AREA HAS BEEN REPLACED, AND A REPLACEMENT MARK ON THE SOUTHWEST CORNER
 DY0362'HAS BEEN SET. SEE DY2535, 93 A.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9031 ***********************************************************************
 EW9031  DESIGNATION -  93 FMK
 EW9031  PID         -  EW9031
 EW9031  STATE/COUNTY-  CA/LOS ANGELES
 EW9031  USGS QUAD   -  TOPANGA (1991)
 EW9031
 EW9031                         *CURRENT SURVEY CONTROL
 EW9031  ___________________________________________________________________
 EW9031* NAD 83(1986)-  34 05 13.     (N)    118 36 02.     (W)     SCALED    
 EW9031* NAVD 88     -       225.975  (meters)     741.39   (feet)  ADJUSTED  
 EW9031  ___________________________________________________________________
 EW9031  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EW9031  DYNAMIC HT  -         225.740 (meters)     740.62  (feet)  COMP
 EW9031  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 EW9031
 EW9031  VERT ORDER  -  FIRST     CLASS I
 EW9031
 EW9031.The horizontal coordinates were scaled from a topographic map and have
 EW9031.an estimated accuracy of +/- 6 seconds.
 EW9031
 EW9031.The orthometric height was determined by differential leveling
 EW9031.and adjusted in June 1995.
 EW9031.WARNING-Repeat measurements at this control monument indicate possible
 EW9031.vertical movement.
 EW9031
 EW9031.The geoid height was determined by GEOID03.
 EW9031
 EW9031.The dynamic height is computed by dividing the NAVD 88
 EW9031.geopotential number by the normal gravity value computed on the
 EW9031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9031.degrees latitude (g = 980.6199 gals.).
 EW9031
 EW9031.The modeled gravity was interpolated from observed gravity values.
 EW9031
 EW9031;                    North         East    Units  Estimated Accuracy
 EW9031;SPC CA 5     -   565,270.    1,944,580.      MT  (+/- 180 meters Scaled)
 EW9031
 EW9031                          SUPERSEDED SURVEY CONTROL
 EW9031
 EW9031  NAVD 88 (10/28/92)  225.989  (m)          741.43   (f) UNKNOWN     1 1
 EW9031  NGVD 29 (??/??/92)  225.222  (m)          738.92   (f) ADJ UNCH    1 1
 EW9031
 EW9031.Superseded values are not recommended for survey control.
 EW9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9031.See file dsdata.txt to determine how the superseded data were derived.
 EW9031
 EW9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT523729(NAD 83)
 EW9031_MARKER: DD = SURVEY DISK
 EW9031_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EW9031+WITH SETTING: PAVEMENT
 EW9031_SP_SET: FIRE HYDRANT FOOTING
 EW9031_STAMPING: 93 FMK 1974
 EW9031_MARK LOGO: USGS  
 EW9031_MAGNETIC: N = NO MAGNETIC MATERIAL
 EW9031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9031+STABILITY: SURFACE MOTION
 EW9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9031+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1994
 EW9031
 EW9031  HISTORY     - Date     Condition        Report By
 EW9031  HISTORY     - 1974     MONUMENTED       USGS
 EW9031  HISTORY     - 1974     GOOD             CA-037
 EW9031  HISTORY     - 1978     GOOD             NGS
 EW9031  HISTORY     - 19890518 GOOD             NGS
 EW9031  HISTORY     - 19940614 GOOD             NGS
 EW9031
 EW9031                          STATION DESCRIPTION
 EW9031
 EW9031'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9031'0.3 MI S FROM TOPANGA.
 EW9031'TOPANGA CANYON BOULEVARD, 0.3 MILE SOUTHERLY FROM TOPANGA POST OFFICE
 EW9031'OPPOSITE HOUSE NO. 264.  59.0 FEET SOUTHWESTERLY OF POWER POLE NO.
 EW9031'340064E.  45.0 FEET SOUTHEASTERLY OF GUY POLE NO. Z4005Y.  23.5 FEET
 EW9031'WEST OF CENTER OF PAVEMENT.  THE DISK IS SET IN CONCRETE BASE OF FIRE
 EW9031'HYDRANT PROTECTED BY FOUR 6 IN. DIAMETER YELLOW PIPES.
 EW9031
 EW9031                          STATION RECOVERY (1978)
 EW9031
 EW9031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9031'0.2 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE AT
 EW9031'TOPANGA, ACROSS BOULEVARD FROM HOUSE NUMBER 264, 93 FT. NORTH OF MILE
 EW9031'POST 4.00, 25 FT. WEST OF THE CENTER LINE OF THE BOULEVARD IN TOP OF
 EW9031'THE NORTHEAST CORNER OF THE CONCRETE BASE OF A FIRE HYDRANT.
 EW9031
 EW9031                          STATION RECOVERY (1989)
 EW9031
 EW9031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9031'RECOVERED IN GOOD CONDITION.
 EW9031
 EW9031                          STATION RECOVERY (1994)
 EW9031
 EW9031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9031'0.4 KM (0.25 MI) SOUTHERLY ALONG STATE HIGHWAY 27 (TOPANGA CANYON
 EW9031'BOULEVARD) FROM THE POST OFFICE IN TOPANGA, NEAR THE NORTHEAST CORNER
 EW9031'OF THE CONCRETE FOOTING OF A FIRE HYDRANT, 7.4 M (24.3 FT) WEST OF THE
 EW9031'HIGHWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2
 EW9031'M (0.7 FT) NORTHEAST OF THE FIRE HYDRANT, AND NEAR THE CENTER OF 4
 EW9031'METAL POSTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0094 ***********************************************************************
 DZ0094  DESIGNATION -  93 LA
 DZ0094  PID         -  DZ0094
 DZ0094  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0094  USGS QUAD   -  LOMPOC (1982)
 DZ0094
 DZ0094                         *CURRENT SURVEY CONTROL
 DZ0094  ___________________________________________________________________
 DZ0094* NAD 83(1986)-  34 38 36.     (N)    120 27 28.     (W)     SCALED    
 DZ0094* NAVD 88     -        30.34   (+/-2cm)      99.5    (feet)  VERTCON   
 DZ0094  ___________________________________________________________________
 DZ0094  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DZ0094  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0094
 DZ0094.The horizontal coordinates were scaled from a topographic map and have
 DZ0094.an estimated accuracy of +/- 6 seconds.
 DZ0094
 DZ0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0094.The vertical order pertains to the NGVD 29 superseded value.
 DZ0094
 DZ0094.The geoid height was determined by GEOID03.
 DZ0094
 DZ0094;                    North         East    Units  Estimated Accuracy
 DZ0094;SPC CA 5     -   629,580.    1,774,700.      MT  (+/- 180 meters Scaled)
 DZ0094
 DZ0094                          SUPERSEDED SURVEY CONTROL
 DZ0094
 DZ0094  NGVD 29 (??/??/92)   29.571  (m)           97.02   (f) ADJ UNCH    1 2
 DZ0094
 DZ0094.Superseded values are not recommended for survey control.
 DZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0094.See file dsdata.txt to determine how the superseded data were derived.
 DZ0094
 DZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD330364(NAD 83)
 DZ0094_MARKER: P = PIPE CAP
 DZ0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0094_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DZ0094_STAMPING: 93 LA
 DZ0094_MARK LOGO: USGS  
 DZ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DZ0094+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 DZ0094
 DZ0094  HISTORY     - Date     Condition        Report By
 DZ0094  HISTORY     - UNK      MONUMENTED       USGS
 DZ0094  HISTORY     - 1956     GOOD             NGS
 DZ0094  HISTORY     - 1964     GOOD
 DZ0094  HISTORY     - 19890404 GOOD             NGS
 DZ0094
 DZ0094                          STATION DESCRIPTION
 DZ0094
 DZ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0094'AT LOMPOC.
 DZ0094'AT LOMPOC, 0.3 MILE NORTH ALONG NORTH H STREET (STATE HIGHWAY 1)
 DZ0094'FROM THE BANK OF AMERICA, AT THE INTERSECTION OF WEST LAUREL
 DZ0094'AVENUE, AT THE NORTHEAST CORNER OF THE LOMPOC GRADE SCHOOL YARD,
 DZ0094'46 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 20.8 FEET WEST
 DZ0094'OF THE WEST CURB OF H STREET, 9.8 FEET SOUTH OF THE NORTHEAST
 DZ0094'CORNER OF A WIRE FENCE AROUND THE SCHOOL YARD, 3.5 FEET NORTH
 DZ0094'OF A STEEL GATE POST, 0.2 FEET EAST OF THE FENCE, ABOUT LEVEL
 DZ0094'WITH THE STREET, AND BLAZED ON THE TOP OF 3 1/2-INCH PIPE FLUSH
 DZ0094'WITH THE GROUND.
 DZ0094
 DZ0094                          STATION RECOVERY (1964)
 DZ0094
 DZ0094'RECOVERED 1964
 DZ0094'RECOVERED IN GOOD CONDITION.
 DZ0094
 DZ0094                          STATION RECOVERY (1989)
 DZ0094
 DZ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DZ0094'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN LOMPOC, AT
 DZ0094'THE INTERSECTION OF NORTH H STREET AND WEST LAUREL AVENUE.
 DZ0094'DELETE--3.5 FEET NORTH OF A STEEL GATE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GT0711 ***********************************************************************
 GT0711  DESIGNATION -  93 TL
 GT0711  PID         -  GT0711
 GT0711  STATE/COUNTY-  CA/KINGS
 GT0711  USGS QUAD   -  WESTHAVEN (1981)
 GT0711
 GT0711                         *CURRENT SURVEY CONTROL
 GT0711  ___________________________________________________________________
 GT0711* NAD 83(1986)-  36 08 15.     (N)    119 53 29.     (W)     SCALED    
 GT0711* NAVD 88     -        63.21   (+/-2cm)     207.4    (feet)  VERTCON   
 GT0711  ___________________________________________________________________
 GT0711  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 GT0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GT0711
 GT0711.The horizontal coordinates were scaled from a topographic map and have
 GT0711.an estimated accuracy of +/- 6 seconds.
 GT0711
 GT0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 GT0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GT0711.The vertical order pertains to the NGVD 29 superseded value.
 GT0711
 GT0711.The geoid height was determined by GEOID03.
 GT0711
 GT0711;                    North         East    Units  Estimated Accuracy
 GT0711;SPC CA 4     -   589,600.    1,919,770.      MT  (+/- 180 meters Scaled)
 GT0711
 GT0711                          SUPERSEDED SURVEY CONTROL
 GT0711
 GT0711  NGVD 29 (??/??/92)   62.326  (m)          204.48   (f) ADJ UNCH    2 0
 GT0711
 GT0711.Superseded values are not recommended for survey control.
 GT0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GT0711.See file dsdata.txt to determine how the superseded data were derived.
 GT0711
 GT0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA398030(NAD 83)
 GT0711_MARKER: DD = SURVEY DISK
 GT0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GT0711_SP_SET: CULVERT
 GT0711_STAMPING: NO 93
 GT0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GT0711
 GT0711  HISTORY     - Date     Condition        Report By
 GT0711  HISTORY     - UNK      MONUMENTED       TLAKE
 GT0711  HISTORY     - 1972     GOOD             NGS
 GT0711
 GT0711                          STATION DESCRIPTION
 GT0711
 GT0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GT0711'5.6 MI SW FROM STRATFORD.
 GT0711'0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD,
 GT0711'THENCE 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 0.8
 GT0711'MILE WEST ALONG NEVADA AVENUE, AT THE CROSSING OF A DIRT CANAL,
 GT0711'IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 GT0711'NORTHEAST CONCRETE WING WALL OF A CULVERT, 1.0 FOOT NORTHEAST OF
 GT0711'THE EAST END OF THE NORTH HEAD WALL, 22 FEET NORTH OF THE CENTER
 GT0711'LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.  SECTION 34,
 GT0711'T20S, R19E
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1633 ***********************************************************************
 HS1633  DESIGNATION -  93 USGS
 HS1633  PID         -  HS1633
 HS1633  STATE/COUNTY-  CA/MERCED
 HS1633  USGS QUAD   -  TURNER RANCH (1976)
 HS1633
 HS1633                         *CURRENT SURVEY CONTROL
 HS1633  ___________________________________________________________________
 HS1633* NAD 83(1986)-  37 13 47.     (N)    120 42 20.     (W)     SCALED    
 HS1633* NAVD 88     -        28.90   (+/-2cm)      94.8    (feet)  VERTCON   
 HS1633  ___________________________________________________________________
 HS1633  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 HS1633  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1633
 HS1633.The horizontal coordinates were scaled from a topographic map and have
 HS1633.an estimated accuracy of +/- 6 seconds.
 HS1633
 HS1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1633.The vertical order pertains to the NGVD 29 superseded value.
 HS1633
 HS1633.The geoid height was determined by GEOID03.
 HS1633
 HS1633;                    North         East    Units  Estimated Accuracy
 HS1633;SPC CA 3     -   581,010.    1,981,760.      MT  (+/- 180 meters Scaled)
 HS1633
 HS1633                          SUPERSEDED SURVEY CONTROL
 HS1633
 HS1633  NGVD 29 (??/??/92)   28.17   (m)           92.4    (f) COMPUTED    1 2
 HS1633
 HS1633.Superseded values are not recommended for survey control.
 HS1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1633.See file dsdata.txt to determine how the superseded data were derived.
 HS1633
 HS1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG035228(NAD 83)
 HS1633_MARKER: P = PIPE CAP
 HS1633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1633_STAMPING: 93 1913
 HS1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1633
 HS1633  HISTORY     - Date     Condition        Report By
 HS1633  HISTORY     - 1913     MONUMENTED       USGS
 HS1633  HISTORY     - 1965     GOOD             NGS
 HS1633
 HS1633                          STATION DESCRIPTION
 HS1633
 HS1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HS1633'12.6 MI S FROM STEVINSON.
 HS1633'2.1 MILES SOUTH ALONG LANDER AVENUE FROM THE FIRE STATION AT
 HS1633'STEVINSON, THENCE 9.4 MILES SOUTHEAST ALONG A LEVEE ROAD, THENCE
 HS1633'1.1 MILES EAST ALONG GREEN HOUSE ROAD, IN R12E T8S, IN THE
 HS1633'SOUTHWEST CORNER OF SECTION 18, 0.15 MILE WEST OF GREEN RANCH
 HS1633'HOUSE, 42 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 74.1
 HS1633'FEET EAST OF A NORTH-SOUTH FENCE, 50.1 FEET WEST OF BENCH MARK
 HS1633'CRANE R.M. 2, 5.8 FEET NORTH OF AN EAST-WEST FENCE, ABOUT 1
 HS1633'FOOT HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 HS1633'IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS1460 ***********************************************************************
 HS1460  DESIGNATION -  93 USGS
 HS1460  PID         -  HS1460
 HS1460  STATE/COUNTY-  CA/MERCED
 HS1460  USGS QUAD   -  INGOMAR (1971)
 HS1460
 HS1460                         *CURRENT SURVEY CONTROL
 HS1460  ___________________________________________________________________
 HS1460* NAD 83(1986)-  37 09 08.     (N)    120 57 28.     (W)     SCALED    
 HS1460* NAVD 88     -        28.75   (+/-2cm)      94.3    (feet)  VERTCON   
 HS1460  ___________________________________________________________________
 HS1460  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HS1460  VERT ORDER  -  FIRST     CLASS II (See Below)
 HS1460
 HS1460.The horizontal coordinates were scaled from a topographic map and have
 HS1460.an estimated accuracy of +/- 6 seconds.
 HS1460
 HS1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS1460.The vertical order pertains to the NGVD 29 superseded value.
 HS1460
 HS1460.The geoid height was determined by GEOID03.
 HS1460
 HS1460;                    North         East    Units  Estimated Accuracy
 HS1460;SPC CA 3     -   572,480.    1,959,340.      MT  (+/- 180 meters Scaled)
 HS1460
 HS1460                          SUPERSEDED SURVEY CONTROL
 HS1460
 HS1460  NGVD 29 (??/??/92)   27.95   (m)           91.7    (f) COMPUTED    1 2
 HS1460
 HS1460.Superseded values are not recommended for survey control.
 HS1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS1460.See file dsdata.txt to determine how the superseded data were derived.
 HS1460
 HS1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG813137(NAD 83)
 HS1460_MARKER: P = PIPE CAP
 HS1460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS1460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS1460_STAMPING: 93 G CAL 1909
 HS1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS1460
 HS1460  HISTORY     - Date     Condition        Report By
 HS1460  HISTORY     - 1909     MONUMENTED       USGS
 HS1460  HISTORY     - 1958     GOOD             NGS
 HS1460  HISTORY     - 1966     GOOD             NGS
 HS1460
 HS1460                          STATION DESCRIPTION
 HS1460
 HS1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HS1460'7.7 MI SE FROM GUSTINE.
 HS1460'7.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 HS1460'THE STATION AT GUSTINE, MERCED COUNTY, 93 FEET SOUTHEAST OF THE
 HS1460'FIFTH POLE SOUTHEAST OF MILEPOST 131, 43.7 FEET SOUTHWEST OF AND
 HS1460'5-1/2 FEET LOWER THAN THE SOUTHWEST RAIL, AND 3.4 FEET NORTHEAST
 HS1460'OF A RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 HS1460'STANDARD CAP, STAMPED 93 G CAL 1909 AND RIVETED ON THE TOP OF A
 HS1460'3-1/2-INCH IRON PIPE.
 HS1460
 HS1460                          STATION RECOVERY (1966)
 HS1460
 HS1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HS1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HT3653 ***********************************************************************
 HT3653  DESIGNATION -  93.17=270
 HT3653  PID         -  HT3653
 HT3653  STATE/COUNTY-  CA/SANTA CRUZ
 HT3653  USGS QUAD   -  DAVENPORT (1997)
 HT3653
 HT3653                         *CURRENT SURVEY CONTROL
 HT3653  ___________________________________________________________________
 HT3653* NAD 83(1986)-  37 01 48.     (N)    122 13 06.     (W)     SCALED    
 HT3653* NAVD 88     -        29.366  (meters)      96.34   (feet)  ADJUSTED  
 HT3653  ___________________________________________________________________
 HT3653  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HT3653  DYNAMIC HT  -          29.345 (meters)      96.28  (feet)  COMP
 HT3653  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 HT3653
 HT3653  VERT ORDER  -  FIRST     CLASS II
 HT3653
 HT3653.The horizontal coordinates were scaled from a topographic map and have
 HT3653.an estimated accuracy of +/- 6 seconds.
 HT3653
 HT3653.The orthometric height was determined by differential leveling
 HT3653.and adjusted in February 1993.
 HT3653
 HT3653.The geoid height was determined by GEOID03.
 HT3653
 HT3653.The dynamic height is computed by dividing the NAVD 88
 HT3653.geopotential number by the normal gravity value computed on the
 HT3653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HT3653.degrees latitude (g = 980.6199 gals.).
 HT3653
 HT3653.The modeled gravity was interpolated from observed gravity values.
 HT3653
 HT3653;                    North         East    Units  Estimated Accuracy
 HT3653;SPC CA 3     -   560,220.    1,847,120.      MT  (+/- 180 meters Scaled)
 HT3653
 HT3653                          SUPERSEDED SURVEY CONTROL
 HT3653
 HT3653  NGVD 29 (10/21/93)   28.553  (m)           93.68   (f) ADJUSTED    1 2
 HT3653
 HT3653.Superseded values are not recommended for survey control.
 HT3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HT3653.See file dsdata.txt to determine how the superseded data were derived.
 HT3653
 HT3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF695984(NAD 83)
 HT3653_MARKER: DD = SURVEY DISK
 HT3653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HT3653_SP_SET: HEADWALL
 HT3653_STAMPING: B.M. 93.71
 HT3653_MARK LOGO: CA-087
 HT3653_MAGNETIC: N = NO MAGNETIC MATERIAL
 HT3653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HT3653+STABILITY: SURFACE MOTION
 HT3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HT3653+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 HT3653
 HT3653  HISTORY     - Date     Condition        Report By
 HT3653  HISTORY     - UNK      MONUMENTED       CA-087
 HT3653  HISTORY     - 19900516 GOOD             NGS
 HT3653
 HT3653                          STATION DESCRIPTION
 HT3653
 HT3653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HT3653'3.0 KM (1.9 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST
 HT3653'OFFICE IN DAVENPORT, SET IN TOP OF AND NEAR THE SOUTHEAST END OF AN L
 HT3653'SHAPED CULVERT HEADWALL, 7.3 M (24.0 FT) SOUTHEAST OF THE CENTER OF A
 HT3653'DRIVEWAY LEADING TO A FARM, 7.1 M (23.3 FT) NORTHEAST OF THE
 HT3653'CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 HT3653'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0465 ***********************************************************************
 GU0465  DESIGNATION -  93.25 USBR
 GU0465  PID         -  GU0465
 GU0465  STATE/COUNTY-  CA/MERCED
 GU0465  USGS QUAD   -  DOS PALOS (1984)
 GU0465
 GU0465                         *CURRENT SURVEY CONTROL
 GU0465  ___________________________________________________________________
 GU0465* NAD 83(1986)-  36 54 19.     (N)    120 43 41.     (W)     SCALED    
 GU0465* NAVD 88     -        49.72   (+/-2cm)     163.1    (feet)  VERTCON   
 GU0465  ___________________________________________________________________
 GU0465  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 GU0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0465
 GU0465.The horizontal coordinates were scaled from a topographic map and have
 GU0465.an estimated accuracy of +/- 6 seconds.
 GU0465
 GU0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0465.The vertical order pertains to the NGVD 29 superseded value.
 GU0465
 GU0465.The geoid height was determined by GEOID03.
 GU0465
 GU0465;                    North         East    Units  Estimated Accuracy
 GU0465;SPC CA 3     -   545,000.    1,979,680.      MT  (+/- 180 meters Scaled)
 GU0465
 GU0465                          SUPERSEDED SURVEY CONTROL
 GU0465
 GU0465  NGVD 29 (??/??/92)   48.949  (m)          160.59   (f) ADJ UNCH    2 0
 GU0465
 GU0465.Superseded values are not recommended for survey control.
 GU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0465.See file dsdata.txt to determine how the superseded data were derived.
 GU0465
 GU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF024867(NAD 83)
 GU0465_MARKER: DD = SURVEY DISK
 GU0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0465_SP_SET: BRIDGE PIER
 GU0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0465
 GU0465  HISTORY     - Date     Condition        Report By
 GU0465  HISTORY     - UNK      MONUMENTED       BOR
 GU0465  HISTORY     - 1975     GOOD             NGS
 GU0465
 GU0465                          STATION DESCRIPTION
 GU0465
 GU0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0465'4.4 MI NW FROM ORO LOMA.
 GU0465'4.45 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0465'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0465'ORO LOMA, AT TURNOUT STRUCTURE 93.25, IN THE TOP OF THE NORTH
 GU0465'END OF THE WEST CONCRETE PIER OF THE CONTROL GATES, 28 FEET
 GU0465'NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF THE
 GU0465'AN IRON PIPE HAND RAIL, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 GU0465'SEC 12, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0287 ***********************************************************************
 GU0287  DESIGNATION -  93.27 R
 GU0287  PID         -  GU0287
 GU0287  STATE/COUNTY-  CA/FRESNO
 GU0287  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0287
 GU0287                         *CURRENT SURVEY CONTROL
 GU0287  ___________________________________________________________________
 GU0287* NAD 83(1986)-  36 51 13.     (N)    120 45 47.     (W)     SCALED    
 GU0287* NAVD 88     -       105.271  (meters)     345.38   (feet)  ADJUSTED  
 GU0287  ___________________________________________________________________
 GU0287  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 GU0287  DYNAMIC HT  -         105.184 (meters)     345.09  (feet)  COMP
 GU0287  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 GU0287
 GU0287  VERT ORDER  -  FIRST     CLASS I
 GU0287
 GU0287.The horizontal coordinates were scaled from a topographic map and have
 GU0287.an estimated accuracy of +/- 6 seconds.
 GU0287
 GU0287.The orthometric height was determined by differential leveling
 GU0287.and adjusted in June 1991.
 GU0287
 GU0287.The geoid height was determined by GEOID03.
 GU0287
 GU0287.The dynamic height is computed by dividing the NAVD 88
 GU0287.geopotential number by the normal gravity value computed on the
 GU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0287.degrees latitude (g = 980.6199 gals.).
 GU0287
 GU0287.The modeled gravity was interpolated from observed gravity values.
 GU0287
 GU0287;                    North         East    Units  Estimated Accuracy
 GU0287;SPC CA 4     -   670,140.    1,842,780.      MT  (+/- 180 meters Scaled)
 GU0287
 GU0287                          SUPERSEDED SURVEY CONTROL
 GU0287
 GU0287  NGVD 29 (??/??/92)  104.344  (m)          342.34   (f) ADJ UNCH    1 1
 GU0287
 GU0287.Superseded values are not recommended for survey control.
 GU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0287.See file dsdata.txt to determine how the superseded data were derived.
 GU0287
 GU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF994809(NAD 83)
 GU0287_MARKER: DD = SURVEY DISK
 GU0287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU0287_SP_SET: ABUTMENT
 GU0287_STAMPING: 93.27 R
 GU0287_MARK LOGO: BOR   
 GU0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0287+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0287
 GU0287  HISTORY     - Date     Condition        Report By
 GU0287  HISTORY     - UNK      MONUMENTED       BOR
 GU0287  HISTORY     - 1967     GOOD             NGS
 GU0287  HISTORY     - 1975     GOOD             NGS
 GU0287  HISTORY     - 19881122 GOOD             NGS
 GU0287
 GU0287                          STATION DESCRIPTION
 GU0287
 GU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0287'6.6 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0287'6.55 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0287'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R11E
 GU0287'T12S, SECTION 27, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 GU0287'ABUTMENT OF AN OIL AND GAS PIPE LINE CROSSING, 20 FEET NORTH OF
 GU0287'THE CENTER LINE OF THE ROAD, 7.0 FEET WEST OF THE SOUTH END OF A
 GU0287'GUARDRAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
 GU0287
 GU0287                          STATION RECOVERY (1975)
 GU0287
 GU0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0287'RECOVERED IN GOOD CONDITION.
 GU0287
 GU0287                          STATION RECOVERY (1988)
 GU0287
 GU0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0252 ***********************************************************************
 GU0252  DESIGNATION -  93.46 L USBR
 GU0252  PID         -  GU0252
 GU0252  STATE/COUNTY-  CA/FRESNO
 GU0252  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0252
 GU0252                         *CURRENT SURVEY CONTROL
 GU0252  ___________________________________________________________________
 GU0252* NAD 83(1986)-  36 51 11.     (N)    120 45 31.     (W)     SCALED    
 GU0252* NAVD 88     -       104.41   (+/-2cm)     342.6    (feet)  VERTCON   
 GU0252  ___________________________________________________________________
 GU0252  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GU0252  VERT ORDER  -  FIRST     CLASS I (See Below)
 GU0252
 GU0252.The horizontal coordinates were scaled from a topographic map and have
 GU0252.an estimated accuracy of +/- 6 seconds.
 GU0252
 GU0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0252.The vertical order pertains to the NGVD 29 superseded value.
 GU0252
 GU0252.The geoid height was determined by GEOID03.
 GU0252
 GU0252;                    North         East    Units  Estimated Accuracy
 GU0252;SPC CA 4     -   670,070.    1,843,180.      MT  (+/- 180 meters Scaled)
 GU0252
 GU0252                          SUPERSEDED SURVEY CONTROL
 GU0252
 GU0252  NGVD 29 (??/??/92)  103.524  (m)          339.64   (f) ADJ UNCH    1 1
 GU0252
 GU0252.Superseded values are not recommended for survey control.
 GU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0252.See file dsdata.txt to determine how the superseded data were derived.
 GU0252
 GU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF998809(NAD 83)
 GU0252_MARKER: DD = SURVEY DISK
 GU0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0252_SP_SET: TURNOUT RETAINING WALL
 GU0252_STAMPING: 93.46 L
 GU0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0252
 GU0252  HISTORY     - Date     Condition        Report By
 GU0252  HISTORY     - UNK      MONUMENTED       BOR
 GU0252  HISTORY     - 1967     GOOD             NGS
 GU0252  HISTORY     - 1969     GOOD             NGS
 GU0252
 GU0252                          STATION DESCRIPTION
 GU0252
 GU0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0252'6.8 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0252'6.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0252'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, THENCE ACROSS
 GU0252'THE CANAL.  TO REACH BY TRUCK CONTINUE ON SOUTHEAST TO NEES AVENUE
 GU0252'BRIDGE, GO EAST ACROSS BRIDGE, THENCE NORTHWEST ALONG THE NORTHEAST
 GU0252'LEVEE ROAD FOR 0.2 MILE, 0.2 MILE NORTHWEST OF THE NEES AVENUE
 GU0252'BRIDGE, IN THE TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING
 GU0252'WALL FOR A TURNOUT STRUCTURE, 12 FEET SOUTHWEST OF THE CENTER LINE
 GU0252'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 GU0252
 GU0252                          STATION RECOVERY (1969)
 GU0252
 GU0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS0870 ***********************************************************************
 JS0870  DESIGNATION -  93.5
 JS0870  PID         -  JS0870
 JS0870  STATE/COUNTY-  CA/PLACER
 JS0870  USGS QUAD   -  LINCOLN (1981)
 JS0870
 JS0870                         *CURRENT SURVEY CONTROL
 JS0870  ___________________________________________________________________
 JS0870* NAD 83(1986)-  38 58 15.     (N)    121 22 05.     (W)     SCALED    
 JS0870* NAVD 88     -        29.247  (meters)      95.95   (feet)  ADJUSTED  
 JS0870  ___________________________________________________________________
 JS0870  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JS0870  DYNAMIC HT  -          29.229 (meters)      95.90  (feet)  COMP
 JS0870  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 JS0870
 JS0870  VERT ORDER  -  FIRST     CLASS II
 JS0870
 JS0870.The horizontal coordinates were scaled from a topographic map and have
 JS0870.an estimated accuracy of +/- 6 seconds.
 JS0870
 JS0870.The orthometric height was determined by differential leveling
 JS0870.and adjusted in June 1991.
 JS0870
 JS0870.The geoid height was determined by GEOID03.
 JS0870
 JS0870.The dynamic height is computed by dividing the NAVD 88
 JS0870.geopotential number by the normal gravity value computed on the
 JS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JS0870.degrees latitude (g = 980.6199 gals.).
 JS0870
 JS0870.The modeled gravity was interpolated from observed gravity values.
 JS0870
 JS0870;                    North         East    Units  Estimated Accuracy
 JS0870;SPC CA 2     -   644,960.    2,054,760.      MT  (+/- 180 meters Scaled)
 JS0870
 JS0870                          SUPERSEDED SURVEY CONTROL
 JS0870
 JS0870  NGVD 29 (??/??/92)   28.532  (m)           93.61   (f) ADJ UNCH    1 2
 JS0870
 JS0870.Superseded values are not recommended for survey control.
 JS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0870.See file dsdata.txt to determine how the superseded data were derived.
 JS0870
 JS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ413148(NAD 83)
 JS0870_MARKER: Q = CHISELED SQUARE
 JS0870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JS0870_SP_SET: HEADWALL
 JS0870_MARK LOGO: NONE  
 JS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0870+STABILITY: SURFACE MOTION
 JS0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0870+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2000
 JS0870
 JS0870  HISTORY     - Date     Condition        Report By
 JS0870  HISTORY     - UNK      MONUMENTED       CGS
 JS0870  HISTORY     - 1949     GOOD             NGS
 JS0870  HISTORY     - 1986     GOOD             USPSQD
 JS0870  HISTORY     - 19861001 MARK NOT FOUND   USPSQD
 JS0870  HISTORY     - 19880822 GOOD             NGS
 JS0870  HISTORY     - 20000922 GOOD             CADT
 JS0870
 JS0870                          STATION DESCRIPTION
 JS0870
 JS0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JS0870'0.8 MI SE FROM SHERIDAN.
 JS0870'0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 JS0870'FROM THE POST OFFICE AT SHERIDAN, 0.1 MILE NORTHWEST OF BRIDGE
 JS0870'123.69 OVER BIG YANKEE SLOUGH, ABOUT 3 1/2 RAILS NORTHWEST OF
 JS0870'MILEPOST 124, AT CONCRETE CULVERT 124.1, IN THE TOP OF THE
 JS0870'NORTHWEST END OF THE SOUTHWEST HEAD WALL, 11.7 FEET SOUTHWEST OF
 JS0870'THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACKS.
 JS0870
 JS0870                          STATION RECOVERY (1986)
 JS0870
 JS0870'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME)
 JS0870'RECOVERED IN GOOD CONDITION.
 JS0870
 JS0870                          STATION RECOVERY (1986)
 JS0870
 JS0870'RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI)
 JS0870'MARK NOT FOUND.
 JS0870
 JS0870                          STATION RECOVERY (1988)
 JS0870
 JS0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JS0870'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.6 KM
 JS0870'(4.10 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JS0870'JUNCTION OF 4TH STREET IN WHEATLAND.  DELETE--3 1/2 RAILS NORTHWEST OF
 JS0870'MILEPOST 124.
 JS0870
 JS0870                          STATION RECOVERY (2000)
 JS0870
 JS0870'RECOVERY NOTE BY CALTRANS 2000 (FTC)
 JS0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DB0403 ***********************************************************************
 DB0403  DESIGNATION -  93.623
 DB0403  PID         -  DB0403
 DB0403  STATE/COUNTY-  CA/IMPERIAL
 DB0403  USGS QUAD   -  MIDWAY WELL NW (1979)
 DB0403
 DB0403                         *CURRENT SURVEY CONTROL
 DB0403  ___________________________________________________________________
 DB0403* NAD 83(1986)-  32 42 24.     (N)    115 12 27.     (W)     SCALED    
 DB0403* NAVD 88     -        29.312  (meters)      96.17   (feet)  ADJUSTED  
 DB0403  ___________________________________________________________________
 DB0403  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DB0403  DYNAMIC HT  -          29.278 (meters)      96.06  (feet)  COMP
 DB0403  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DB0403
 DB0403  VERT ORDER  -  SECOND    CLASS I
 DB0403
 DB0403.The horizontal coordinates were scaled from a topographic map and have
 DB0403.an estimated accuracy of +/- 6 seconds.
 DB0403
 DB0403.The orthometric height was determined by differential leveling
 DB0403.and adjusted in March 1994.
 DB0403
 DB0403.The geoid height was determined by GEOID03.
 DB0403
 DB0403.The dynamic height is computed by dividing the NAVD 88
 DB0403.geopotential number by the normal gravity value computed on the
 DB0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DB0403.degrees latitude (g = 980.6199 gals.).
 DB0403
 DB0403.The modeled gravity was interpolated from observed gravity values.
 DB0403
 DB0403;                    North         East    Units  Estimated Accuracy
 DB0403;SPC CA 6     -   560,380.    2,097,750.      MT  (+/- 180 meters Scaled)
 DB0403
 DB0403                          SUPERSEDED SURVEY CONTROL
 DB0403
 DB0403  NGVD 29 (??/??/??)   28.606  (m)           93.85   (f) ADJUSTED    2 1
 DB0403
 DB0403.Superseded values are not recommended for survey control.
 DB0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DB0403.See file dsdata.txt to determine how the superseded data were derived.
 DB0403
 DB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS680201(NAD 83)
 DB0403_MARKER: DD = SURVEY DISK
 DB0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DB0403_SP_SET: CONCRETE POST
 DB0403_STAMPING: 93.623
 DB0403_MARK LOGO: BOR   
 DB0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 DB0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DB0403+STABILITY: SURFACE MOTION
 DB0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DB0403+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 DB0403
 DB0403  HISTORY     - Date     Condition        Report By
 DB0403  HISTORY     - UNK      MONUMENTED       BOR
 DB0403  HISTORY     - 1972     GOOD             NGS
 DB0403  HISTORY     - 1974     GOOD
 DB0403  HISTORY     - 1977     GOOD
 DB0403  HISTORY     - 1980     GOOD             BOR
 DB0403  HISTORY     - 1986     GOOD             CA-025
 DB0403  HISTORY     - 19881010 GOOD             CA-025
 DB0403  HISTORY     - 19911023 GOOD             CA-025
 DB0403
 DB0403                          STATION DESCRIPTION
 DB0403
 DB0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DB0403'9 MI SE FROM HOLTVILLE.
 DB0403'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0403'PROCEED S. ON 115 ABOUT 7 MILES TO THE INTERSECTION OF STATE
 DB0403'HIGHWAYS 115 AND 98, KNOWN LOCALLY AS BONDS CORNER, THEN PROCEED
 DB0403'E. ON 98 APPROXIMATELY 7.4 MILES, THEN S. ABOUT 2,000 FT. TO THE
 DB0403'ALL AMERICAN CANAL AND POWER DROP 4, FOLLOW THE N. CANAL BANK E.
 DB0403'ABOUT 0.7 MILES.  THE MARK IS LOCATED 50 FT. S. OF A SINGLE POLE
 DB0403'POWER LINE, AND 170 FT. N. OF THE SPOILS BANK OF THE CANAL, AND
 DB0403'IT IS SET ON A 7 INCH DIAMETER CONCRETE CYLINDER, AND PROJECTS
 DB0403'2.1 FT. ABOVE THE GROUND.  SECTION 3, T17S., R17E.
 DB0403
 DB0403                          STATION RECOVERY (1974)
 DB0403
 DB0403'RECOVERED 1974
 DB0403'RECOVERED IN GOOD CONDITION.
 DB0403
 DB0403                          STATION RECOVERY (1977)
 DB0403
 DB0403'RECOVERED 1977
 DB0403'RECOVERED IN GOOD CONDITION.
 DB0403
 DB0403                          STATION RECOVERY (1980)
 DB0403
 DB0403'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1980
 DB0403'RECOVERED IN GOOD CONDITION.
 DB0403
 DB0403                          STATION RECOVERY (1986)
 DB0403
 DB0403'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1986
 DB0403'RECOVERED IN GOOD CONDITION.
 DB0403
 DB0403                          STATION RECOVERY (1988)
 DB0403
 DB0403'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1988
 DB0403'RECOVERED IN GOOD CONDITION.
 DB0403
 DB0403                          STATION RECOVERY (1991)
 DB0403
 DB0403'RECOVERY NOTE BY IMPERIAL COUNTY CALIFORNIA 1991
 DB0403'FROM THE INTERSECTION OF STATE HWY 115 AND U.S. 80 IN HOLTVILLE,
 DB0403'PROCEED SOUTH ON 115 ABOUT 7 MI (11.3 KM) TO THE INTERSECTION OF
 DB0403'STATE HIGHWAYS 115 AND 98, KNOWN LOCALLY AS BONDS CORNER, THEN
 DB0403'PROCEED EAST ON 98 APPROXIMATELY 7.4 MI (11.9 KM), THEN SOUTH ABOUT
 DB0403'2,000 FT TO THE ALL AMERICAN CANAL AND POWER DROP 4, FOLLOW THE NORTH
 DB0403'CANAL BANK EAST ABOUT 0.7 MI (1.1 KM).  THE MARK IS LOCATED 50 FT
 DB0403'(15.2 M) SOUTH OF A SINGLE POLE POWER LINE, AND 170 FT (51.8 M) NORTH
 DB0403'OF THE SPOILS BANK OF THE CANAL, AND IT IS SET ON A 7-INCH DIAMETER
 DB0403'CONCRETE CYLINDER, AND PROJECTS 2.1 FT (0.6 M) ABOVE THE GROUND.
 DB0403'SECTION 3, T17S, R17E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0243 ***********************************************************************
 GU0243  DESIGNATION -  93.67 L
 GU0243  PID         -  GU0243
 GU0243  STATE/COUNTY-  CA/FRESNO
 GU0243  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0243
 GU0243                         *CURRENT SURVEY CONTROL
 GU0243  ___________________________________________________________________
 GU0243* NAD 83(1986)-  36 51 02.     (N)    120 45 22.     (W)     SCALED    
 GU0243* NAVD 88     -       105.013  (meters)     344.53   (feet)  ADJUSTED  
 GU0243  ___________________________________________________________________
 GU0243  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GU0243  DYNAMIC HT  -         104.926 (meters)     344.24  (feet)  COMP
 GU0243  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 GU0243
 GU0243  VERT ORDER  -  FIRST     CLASS I
 GU0243
 GU0243.The horizontal coordinates were scaled from a topographic map and have
 GU0243.an estimated accuracy of +/- 6 seconds.
 GU0243
 GU0243.The orthometric height was determined by differential leveling
 GU0243.and adjusted in June 1991.
 GU0243
 GU0243.The geoid height was determined by GEOID03.
 GU0243
 GU0243.The dynamic height is computed by dividing the NAVD 88
 GU0243.geopotential number by the normal gravity value computed on the
 GU0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0243.degrees latitude (g = 980.6199 gals.).
 GU0243
 GU0243.The modeled gravity was interpolated from observed gravity values.
 GU0243
 GU0243;                    North         East    Units  Estimated Accuracy
 GU0243;SPC CA 4     -   669,790.    1,843,400.      MT  (+/- 180 meters Scaled)
 GU0243
 GU0243                          SUPERSEDED SURVEY CONTROL
 GU0243
 GU0243  NGVD 29 (??/??/92)  104.267  (m)          342.08   (f) ADJ UNCH    1 1
 GU0243
 GU0243.Superseded values are not recommended for survey control.
 GU0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0243.See file dsdata.txt to determine how the superseded data were derived.
 GU0243
 GU0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF000806(NAD 83)
 GU0243_MARKER: DD = SURVEY DISK
 GU0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0243_SP_SET: WINGWALL
 GU0243_STAMPING: 93.67 L
 GU0243_MARK LOGO: BOR   
 GU0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0243+STABILITY: SURFACE MOTION
 GU0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0243+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0243
 GU0243  HISTORY     - Date     Condition        Report By
 GU0243  HISTORY     - UNK      MONUMENTED       BOR
 GU0243  HISTORY     - 1967     GOOD             NGS
 GU0243  HISTORY     - 1975     GOOD             NGS
 GU0243  HISTORY     - 19881122 GOOD             NGS
 GU0243
 GU0243                          STATION DESCRIPTION
 GU0243
 GU0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0243'7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0243'6.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS
 GU0243'AMIGOS PUMP PLANT, IN THE TOP AND 1.2 FEET WEST OF THE EAST END OF
 GU0243'THE SOUTHEAST CONCRETE WING WALL OF NEES AVENUE BRIDGE OVER THE
 GU0243'AQUEDUCT, 14 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT
 GU0243'1/2 FOOT HIGHER THAN THE ROAD.
 GU0243
 GU0243                          STATION RECOVERY (1975)
 GU0243
 GU0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0243'RECOVERED IN GOOD CONDITION.
 GU0243
 GU0243                          STATION RECOVERY (1988)
 GU0243
 GU0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0244 ***********************************************************************
 GU0244  DESIGNATION -  93.67 R
 GU0244  PID         -  GU0244
 GU0244  STATE/COUNTY-  CA/FRESNO
 GU0244  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0244
 GU0244                         *CURRENT SURVEY CONTROL
 GU0244  ___________________________________________________________________
 GU0244* NAD 83(1986)-  36 51 02.     (N)    120 45 26.     (W)     SCALED    
 GU0244* NAVD 88     -       105.192  (meters)     345.12   (feet)  ADJUSTED  
 GU0244  ___________________________________________________________________
 GU0244  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 GU0244  DYNAMIC HT  -         105.105 (meters)     344.83  (feet)  COMP
 GU0244  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 GU0244
 GU0244  VERT ORDER  -  FIRST     CLASS I
 GU0244
 GU0244.The horizontal coordinates were scaled from a topographic map and have
 GU0244.an estimated accuracy of +/- 6 seconds.
 GU0244
 GU0244.The orthometric height was determined by differential leveling
 GU0244.and adjusted in June 1991.
 GU0244
 GU0244.The geoid height was determined by GEOID03.
 GU0244
 GU0244.The dynamic height is computed by dividing the NAVD 88
 GU0244.geopotential number by the normal gravity value computed on the
 GU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU0244.degrees latitude (g = 980.6199 gals.).
 GU0244
 GU0244.The modeled gravity was interpolated from observed gravity values.
 GU0244
 GU0244;                    North         East    Units  Estimated Accuracy
 GU0244;SPC CA 4     -   669,790.    1,843,300.      MT  (+/- 180 meters Scaled)
 GU0244
 GU0244                          SUPERSEDED SURVEY CONTROL
 GU0244
 GU0244  NGVD 29 (??/??/92)  104.281  (m)          342.13   (f) ADJ UNCH    1 1
 GU0244
 GU0244.Superseded values are not recommended for survey control.
 GU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0244.See file dsdata.txt to determine how the superseded data were derived.
 GU0244
 GU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF999806(NAD 83)
 GU0244_MARKER: DD = SURVEY DISK
 GU0244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GU0244_SP_SET: WINGWALL
 GU0244_STAMPING: 93.67 R
 GU0244_MARK LOGO: BOR   
 GU0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0244+STABILITY: SURFACE MOTION
 GU0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0244+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 GU0244
 GU0244  HISTORY     - Date     Condition        Report By
 GU0244  HISTORY     - UNK      MONUMENTED       BOR
 GU0244  HISTORY     - 1967     GOOD             NGS
 GU0244  HISTORY     - 1975     GOOD             NGS
 GU0244  HISTORY     - 19881122 GOOD             NGS
 GU0244
 GU0244                          STATION DESCRIPTION
 GU0244
 GU0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0244'7 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0244'6.95 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF
 GU0244'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.2 MILE
 GU0244'SOUTHEAST AND ACROSS THE CANAL FROM BENCH MARK 93.46 L (USBR), AT
 GU0244'THE CROSSING OF NEES AVENUE, IN THE TOP OF THE EAST END OF THE
 GU0244'SOUTHWEST WING WALL OF NEES AVENUE BRIDGE OVER THE AQUEDUCT, 14
 GU0244'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.0 FOOT NORTH OF A
 GU0244'STEEL GUARDRAIL, 2.0 FEET WEST OF THE EAST END OF THE WING WALL,
 GU0244'10.4 FEET EAST OF THE WEST END OF THE WING WALL, AND ABOUT 1/2
 GU0244'FOOT HIGHER THAN THE AVENUE.
 GU0244
 GU0244                          STATION RECOVERY (1975)
 GU0244
 GU0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GU0244'RECOVERED IN GOOD CONDITION.
 GU0244
 GU0244                          STATION RECOVERY (1988)
 GU0244
 GU0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU4233 ***********************************************************************
 GU4233  DESIGNATION -  93.74=220
 GU4233  PID         -  GU4233
 GU4233  STATE/COUNTY-  CA/SANTA CRUZ
 GU4233  USGS QUAD   -  WATSONVILLE WEST (1995)
 GU4233
 GU4233                         *CURRENT SURVEY CONTROL
 GU4233  ___________________________________________________________________
 GU4233* NAD 83(1986)-  36 56 49.     (N)    121 49 23.     (W)     SCALED    
 GU4233* NAVD 88     -        29.485  (meters)      96.74   (feet)  ADJUSTED  
 GU4233  ___________________________________________________________________
 GU4233  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 GU4233  DYNAMIC HT  -          29.463 (meters)      96.66  (feet)  COMP
 GU4233  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 GU4233
 GU4233  VERT ORDER  -  FIRST     CLASS II
 GU4233
 GU4233.The horizontal coordinates were scaled from a topographic map and have
 GU4233.an estimated accuracy of +/- 6 seconds.
 GU4233
 GU4233.The orthometric height was determined by differential leveling
 GU4233.and adjusted in February 1993.
 GU4233
 GU4233.The geoid height was determined by GEOID03.
 GU4233
 GU4233.The dynamic height is computed by dividing the NAVD 88
 GU4233.geopotential number by the normal gravity value computed on the
 GU4233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GU4233.degrees latitude (g = 980.6199 gals.).
 GU4233
 GU4233.The modeled gravity was interpolated from observed gravity values.
 GU4233
 GU4233;                    North         East    Units  Estimated Accuracy
 GU4233;SPC CA 3     -   550,440.    1,882,150.      MT  (+/- 180 meters Scaled)
 GU4233
 GU4233                          SUPERSEDED SURVEY CONTROL
 GU4233
 GU4233  NGVD 29 (10/21/93)   28.653  (m)           94.01   (f) ADJUSTED    1 2
 GU4233
 GU4233.Superseded values are not recommended for survey control.
 GU4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU4233.See file dsdata.txt to determine how the superseded data were derived.
 GU4233
 GU4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF047896(NAD 83)
 GU4233_MARKER: DD = SURVEY DISK
 GU4233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GU4233_SP_SET: ABUTMENT
 GU4233_STAMPING: B.M 93.74 LVR.2
 GU4233_MARK LOGO: CA-087
 GU4233_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU4233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GU4233+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GU4233
 GU4233  HISTORY     - Date     Condition        Report By
 GU4233  HISTORY     - UNK      MONUMENTED       CA-087
 GU4233  HISTORY     - 19900418 GOOD             NGS
 GU4233
 GU4233                          STATION DESCRIPTION
 GU4233
 GU4233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GU4233'0.9 KM (0.6 MI) NORTHWESTERLY ALONG FREEDOM BOULEVARD FROM ITS
 GU4233'JUNCTION WITH GREEN VALLEY ROAD IN FREEDOM, THENCE 2.7 KM (1.7 MI)
 GU4233'WESTERLY ALONG BUENA VISTA DRIVE, THENCE 1.70 KM (1.06 MI) WESTERLY
 GU4233'ALONG LARKIN VALLEY ROAD, AT THE JUNCTION OF WINDSONG WAY, IN THE
 GU4233'WEST END OF THE NORTH ABUTMENT OF A SMALL BRIDGE, 28.8 M (94.5 FT)
 GU4233'SOUTH OF THE CENTERLINE OF THE ROAD, 1.6 M (5.2 FT) WEST OF AND LEVEL
 GU4233'WITH THE CENTER OF WINDSONG WAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0464 ***********************************************************************
 GU0464  DESIGNATION -  93.76 R USBR
 GU0464  PID         -  GU0464
 GU0464  STATE/COUNTY-  CA/MERCED
 GU0464  USGS QUAD   -  DOS PALOS (1984)
 GU0464
 GU0464                         *CURRENT SURVEY CONTROL
 GU0464  ___________________________________________________________________
 GU0464* NAD 83(1986)-  36 54 16.     (N)    120 43 09.     (W)     SCALED    
 GU0464* NAVD 88     -        50.21   (+/-2cm)     164.7    (feet)  VERTCON   
 GU0464  ___________________________________________________________________
 GU0464  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 GU0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0464
 GU0464.The horizontal coordinates were scaled from a topographic map and have
 GU0464.an estimated accuracy of +/- 6 seconds.
 GU0464
 GU0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0464.The vertical order pertains to the NGVD 29 superseded value.
 GU0464
 GU0464.The geoid height was determined by GEOID03.
 GU0464
 GU0464;                    North         East    Units  Estimated Accuracy
 GU0464;SPC CA 3     -   544,910.    1,980,470.      MT  (+/- 180 meters Scaled)
 GU0464
 GU0464                          SUPERSEDED SURVEY CONTROL
 GU0464
 GU0464  NGVD 29 (??/??/92)   49.447  (m)          162.23   (f) ADJ UNCH    2 0
 GU0464
 GU0464.Superseded values are not recommended for survey control.
 GU0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0464.See file dsdata.txt to determine how the superseded data were derived.
 GU0464
 GU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF032867(NAD 83)
 GU0464_MARKER: DD = SURVEY DISK
 GU0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0464_SP_SET: PIPELINE HEADWALL
 GU0464_STAMPING: MP 93.76
 GU0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0464
 GU0464  HISTORY     - Date     Condition        Report By
 GU0464  HISTORY     - UNK      MONUMENTED       BOR
 GU0464  HISTORY     - 1975     GOOD             NGS
 GU0464
 GU0464                          STATION DESCRIPTION
 GU0464
 GU0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0464'4 MI NW FROM ORO LOMA.
 GU0464'3.95 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0464'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0464'ORO LOMA, 0.2 MILE NORTHWEST OF THE FRESNO-MERCED COUNTY LINE,
 GU0464'AT CANAL MILEAGE 93.76, IN THE TOP OF THE CENTER OF THE
 GU0464'SOUTHWEST CONCRETE HEAD WALL OF A FORMER PIPE LINE, 29 FEET
 GU0464'NORTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, AND ABOUT 8 FEET
 GU0464'LOWER THAN THE ROAD.  SEC 12, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HR2769 ***********************************************************************
 HR2769  DESIGNATION -  9306
 HR2769  PID         -  HR2769
 HR2769  STATE/COUNTY-  CA/FRESNO
 HR2769  USGS QUAD   -  BALLOON DOME (1982)
 HR2769
 HR2769                         *CURRENT SURVEY CONTROL
 HR2769  ___________________________________________________________________
 HR2769* NAD 83(1992)-  37 29 52.68478(N)    119 07 36.15077(W)     ADJUSTED  
 HR2769* NAVD 88     -      2837.     (meters)    9308.     (feet)  SCALED    
 HR2769  ___________________________________________________________________
 HR2769  EPOCH DATE  -        1991.35
 HR2769  LAPLACE CORR-          12.73  (seconds)                    DEFLEC99
 HR2769  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 HR2769  HORZ ORDER  -  SECOND
 HR2769
 HR2769.The horizontal coordinates were established by classical geodetic methods
 HR2769.and adjusted by the National Geodetic Survey in March 1994.
 HR2769.The horizontal coordinates are valid at the epoch date displayed above.
 HR2769.The epoch date for horizontal control is a decimal equivalence
 HR2769.of Year/Month/Day.
 HR2769
 HR2769.The orthometric height was scaled from a topographic map.
 HR2769
 HR2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2769
 HR2769.The geoid height was determined by GEOID03.
 HR2769
 HR2769;                    North         East     Units Scale Factor Converg.
 HR2769;SPC CA 4     -   740,211.460 1,988,794.806   MT  1.00005655   -0 04 32.1
 HR2769;SPC CA 4     - 2,428,510.43  6,524,904.29   sFT  1.00005655   -0 04 32.1
 HR2769;UTM  11      - 4,152,240.350   312,003.696   MT  1.00003536   -1 17 41.9
 HR2769
 HR2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HR2769!SPC CA 4     -   0.99955903  x   1.00005655  =   0.99961555
 HR2769!UTM  11      -   0.99955903  x   1.00003536  =   0.99959437
 HR2769
 HR2769                          SUPERSEDED SURVEY CONTROL
 HR2769
 HR2769  NAD 83(1986)-  37 29 52.69231(N)    119 07 36.12939(W) AD(1984.00) 2
 HR2769  NAD 27      -  37 29 52.89940(N)    119 07 32.70088(W) AD(       ) 2
 HR2769
 HR2769.Superseded values are not recommended for survey control.
 HR2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2769.See file dsdata.txt to determine how the superseded data were derived.
 HR2769
 HR2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB1200452240(NAD 83)
 HR2769
 HR2769  HISTORY     - Date     Condition        Report By
 HR2769  HISTORY     - 1968     MONUMENTED       CGS
 HR2769
 HR2769                          STATION DESCRIPTION
 HR2769
 HR2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HR2769'SEE STATION RUBE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EU0631 ***********************************************************************
 EU0631  DESIGNATION -  932.590
 EU0631  PID         -  EU0631
 EU0631  STATE/COUNTY-  CA/SAN BERNARDINO
 EU0631  USGS QUAD   -  ARICA MOUNTAINS (1983)
 EU0631
 EU0631                         *CURRENT SURVEY CONTROL
 EU0631  ___________________________________________________________________
 EU0631* NAD 83(1986)-  34 05 18.     (N)    114 57 29.     (W)     SCALED    
 EU0631* NAVD 88     -       284.848  (meters)     934.54   (feet)  ADJUSTED  
 EU0631  ___________________________________________________________________
 EU0631  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EU0631  DYNAMIC HT  -         284.538 (meters)     933.52  (feet)  COMP
 EU0631  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 EU0631
 EU0631  VERT ORDER  -  FIRST     CLASS I
 EU0631
 EU0631.The horizontal coordinates were scaled from a topographic map and have
 EU0631.an estimated accuracy of +/- 6 seconds.
 EU0631
 EU0631.The orthometric height was determined by differential leveling
 EU0631.and adjusted in June 1991.
 EU0631
 EU0631.The geoid height was determined by GEOID03.
 EU0631
 EU0631.The dynamic height is computed by dividing the NAVD 88
 EU0631.geopotential number by the normal gravity value computed on the
 EU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EU0631.degrees latitude (g = 980.6199 gals.).
 EU0631
 EU0631.The modeled gravity was interpolated from observed gravity values.
 EU0631
 EU0631;                    North         East    Units  Estimated Accuracy
 EU0631;SPC CA 5     -   569,510.    2,280,690.      MT  (+/- 180 meters Scaled)
 EU0631
 EU0631                          SUPERSEDED SURVEY CONTROL
 EU0631
 EU0631  NGVD 29 (??/??/92)  284.200  (m)          932.41   (f) ADJ UNCH    1 1
 EU0631
 EU0631.Superseded values are not recommended for survey control.
 EU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EU0631.See file dsdata.txt to determine how the superseded data were derived.
 EU0631
 EU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT883738(NAD 83)
 EU0631_MARKER: DD = SURVEY DISK
 EU0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EU0631_SP_SET: HEADWALL
 EU0631_STAMPING: 932 590
 EU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EU0631
 EU0631  HISTORY     - Date     Condition        Report By
 EU0631  HISTORY     - UNK      MONUMENTED       MWDSC
 EU0631  HISTORY     - 1978     GOOD             NGS
 EU0631
 EU0631                          STATION DESCRIPTION
 EU0631
 EU0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EU0631'6.6 MI WEST FROM RICE.
 EU0631'3.9 MILES NORTHWEST ALONG HIGHWAY 62 FROM THE CROSSING OF THE ATCHISON
 EU0631'TOPEKA AND SANTA FE RAILROAD AT RICE, THENCE 2.7 MILES WEST ALONG THE
 EU0631'AQUEDUCT, AT A POINT WHERE THE AQUEDUCT GOES UNDERGOUND, IN THE TOP
 EU0631'CENTER OF AQUEDUCT TUNNEL HEADWALL 53.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS1841 ***********************************************************************
 JS1841  DESIGNATION -  933 USE
 JS1841  PID         -  JS1841
 JS1841  STATE/COUNTY-  CA/SACRAMENTO
 JS1841  USGS QUAD   -  ISLETON (1993)
 JS1841
 JS1841                         *CURRENT SURVEY CONTROL
 JS1841  ___________________________________________________________________
 JS1841* NAD 83(1986)-  38 14 20.     (N)    121 31 07.     (W)     SCALED    
 JS1841* NAVD 88     -         3.50   (+/-2cm)      11.5    (feet)  VERTCON   
 JS1841  ___________________________________________________________________
 JS1841  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JS1841  VERT ORDER  -  THIRD (See Below)
 JS1841
 JS1841.The horizontal coordinates were scaled from a topographic map and have
 JS1841.an estimated accuracy of +/- 6 seconds.
 JS1841
 JS1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS1841.The vertical order pertains to the NGVD 29 superseded value.
 JS1841
 JS1841.The geoid height was determined by GEOID03.
 JS1841
 JS1841;                    North         East    Units  Estimated Accuracy
 JS1841;SPC CA 2     -   563,630.    2,042,150.      MT  (+/- 180 meters Scaled)
 JS1841
 JS1841                          SUPERSEDED SURVEY CONTROL
 JS1841
 JS1841  NGVD 29 (??/??/??)    2.78   (m)            9.1    (f) RESET       3  
 JS1841
 JS1841.Superseded values are not recommended for survey control.
 JS1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS1841.See file dsdata.txt to determine how the superseded data were derived.
 JS1841
 JS1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH296333(NAD 83)
 JS1841_MARKER: DD = SURVEY DISK
 JS1841_SETTING: 0 = UNSPECIFIED SETTING
 JS1841_STAMPING: 933 11.81
 JS1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JS1841
 JS1841  HISTORY     - Date     Condition        Report By
 JS1841  HISTORY     - UNK      MONUMENTED       DOD
 JS1841  HISTORY     - 1946     GOOD             NGS
 JS1841  HISTORY     - 1960     MARK NOT FOUND   NGS
 JS1841
 JS1841                          STATION DESCRIPTION
 JS1841
 JS1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JS1841'0.3 MI W FROM WALNUT GROVE.
 JS1841'ABOUT 0.3 MILE WEST ALONG THE SOUTH LEVEE ROAD FROM THE POST
 JS1841'OFFICE AT WALNUT GROVE, CAP RIVETED ON THE TOP OF A 3 1/2
 JS1841'INCH IRON PIPE EXTENDING ABOUT 1 1/2 FEET ABOVE THE GROUND.
 JS1841'TO REACH THIS MARK FROM THE POST OFFICE, TRAVEL SOUTHWEST ABOUT
 JS1841'0.1 MILE THEN TURN RIGHT AND CROSS THE GEORGIANA SLOUGH SWING
 JS1841'BRIDGE, THEN FOLLOW THE LEVEE RUNNING ALONG THE SACRAMENTO RIVER
 JS1841'TO THE JUNCTION OF THE SACRAMENTO RIVER WITH GEORGIANA SLOUGH,
 JS1841'328 FEET WEST OF THE JUNCTION OF THE RIVER AND THE SLOUGH, 152
 JS1841'FEET SOUTH OF THE CENTER LINE OF THE SACRAMENTO RIVER LEVEE,
 JS1841'164 FEET WEST OF THE CENTER LINE OF THE GEORGIANA SLOUGH LEVEE,
 JS1841'DIRECTLY UNDER A TELEPHONE LINE ABOUT 30 FEET EAST OF THE
 JS1841'TELEPHONE POLE IN ORCHARD.  NOTE-- THERE IS EVIDENCE OF RECENT
 JS1841'DIGGING AROUND THE MARK.  MAY HAVE BEEN KNOCKED OVER BY ORCHARD
 JS1841'MACHINERY AND RESET.
 JS1841
 JS1841                          STATION RECOVERY (1960)
 JS1841
 JS1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JS1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 KT0850 ***********************************************************************
 KT0850  DESIGNATION -  936 USGS
 KT0850  PID         -  KT0850
 KT0850  STATE/COUNTY-  CA/GLENN
 KT0850  USGS QUAD   -  ELK CREEK (1968)
 KT0850
 KT0850                         *CURRENT SURVEY CONTROL
 KT0850  ___________________________________________________________________
 KT0850* NAD 83(1986)-  39 32 51.     (N)    122 32 21.     (W)     SCALED    
 KT0850* NAVD 88     -       286.97   (+/-2cm)     941.5    (feet)  VERTCON   
 KT0850  ___________________________________________________________________
 KT0850  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 KT0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 KT0850
 KT0850.The horizontal coordinates were scaled from a topographic map and have
 KT0850.an estimated accuracy of +/- 6 seconds.
 KT0850
 KT0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0850.The vertical order pertains to the NGVD 29 superseded value.
 KT0850
 KT0850.The geoid height was determined by GEOID03.
 KT0850
 KT0850;                    North         East    Units  Estimated Accuracy
 KT0850;SPC CA 2     -   708,920.    1,953,660.      MT  (+/- 180 meters Scaled)
 KT0850
 KT0850                          SUPERSEDED SURVEY CONTROL
 KT0850
 KT0850  NGVD 29 (??/??/92)  286.131  (m)          938.75   (f) ADJ UNCH    2 0
 KT0850
 KT0850.Superseded values are not recommended for survey control.
 KT0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0850.See file dsdata.txt to determine how the superseded data were derived.
 KT0850
 KT0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ395776(NAD 83)
 KT0850_MARKER: Q = CHISELED SQUARE
 KT0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0850_SP_SET: CULVERT
 KT0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0850
 KT0850  HISTORY     - Date     Condition        Report By
 KT0850  HISTORY     - UNK      MONUMENTED       USGS
 KT0850  HISTORY     - 1935     GOOD             NGS
 KT0850
 KT0850                          STATION DESCRIPTION
 KT0850
 KT0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KT0850'4.1 MI S FROM ELK CREEK.
 KT0850'4.1 MILES SOUTH ALONG THE STONYFORD ROAD FROM ELK CREEK, GLENN
 KT0850'COUNTY, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF
 KT0850'THE WEST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0325 ***********************************************************************
 GU0325  DESIGNATION -  938+35.07
 GU0325  PID         -  GU0325
 GU0325  STATE/COUNTY-  CA/MERCED
 GU0325  USGS QUAD   -  CHARLESTON SCHOOL (1971)
 GU0325
 GU0325                         *CURRENT SURVEY CONTROL
 GU0325  ___________________________________________________________________
 GU0325* NAD 83(1986)-  36 55 02.     (N)    120 49 22.     (W)     SCALED    
 GU0325* NAVD 88     -       100.63   (+/-2cm)     330.2    (feet)  VERTCON   
 GU0325  ___________________________________________________________________
 GU0325  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 GU0325  VERT ORDER  -  THIRD (See Below)
 GU0325
 GU0325.The horizontal coordinates were scaled from a topographic map and have
 GU0325.an estimated accuracy of +/- 6 seconds.
 GU0325
 GU0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0325.The vertical order pertains to the NGVD 29 superseded value.
 GU0325
 GU0325.The geoid height was determined by GEOID03.
 GU0325
 GU0325;                    North         East    Units  Estimated Accuracy
 GU0325;SPC CA 3     -   546,350.    1,971,240.      MT  (+/- 180 meters Scaled)
 GU0325
 GU0325                          SUPERSEDED SURVEY CONTROL
 GU0325
 GU0325  NGVD 29 (08/19/04)   99.78   (m)          327.4    (f) RESET       3  
 GU0325
 GU0325.Superseded values are not recommended for survey control.
 GU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0325.See file dsdata.txt to determine how the superseded data were derived.
 GU0325
 GU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF939879(NAD 83)
 GU0325_MARKER: DD = SURVEY DISK
 GU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GU0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GU0325_STAMPING: ROW LT.223.27 PT 938+35.07
 GU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GU0325+STABILITY: SURFACE MOTION
 GU0325
 GU0325  HISTORY     - Date     Condition        Report By
 GU0325  HISTORY     - UNK      MONUMENTED       BOR
 GU0325  HISTORY     - 1969     GOOD             NGS
 GU0325  HISTORY     - 19881128 MARK NOT FOUND   NGS
 GU0325
 GU0325                          STATION DESCRIPTION
 GU0325
 GU0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 GU0325'11.1 MI S FROM LOS BANOS.
 GU0325'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM
 GU0325'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 8.8 MILES
 GU0325'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 1.4 MILES SOUTHEAST
 GU0325'ALONG POLE LINE ROAD, 119.0 FEET SOUTHWEST OF THE CENTERLINE
 GU0325'OF THE ROAD, 6.4 FEET WEST OF A WOODEN WITNESS POST, 6.0 FEET
 GU0325'NORTHWEST OF A WOODEN WITNESS POST, 4.7 FEET NORTHWEST OF BENCH
 GU0325'MARK Y 663 RESET 1969, 1.5 FEET SOUTH OF A WOODEN WITNESS POST,
 GU0325'ABOUT 4-1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 GU0325'A CONCRETE POST FLUSH WITH THE GROUND.
 GU0325
 GU0325                          STATION RECOVERY (1988)
 GU0325
 GU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GU0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX0524 ***********************************************************************
 DX0524  DESIGNATION -  939 T
 DX0524  PID         -  DX0524
 DX0524  STATE/COUNTY-  CA/SAN DIEGO
 DX0524  USGS QUAD   -  BOUCHER HILL (1988)
 DX0524
 DX0524                         *CURRENT SURVEY CONTROL
 DX0524  ___________________________________________________________________
 DX0524* NAD 83(1986)-  33 15 15.     (N)    116 57 26.     (W)     SCALED    
 DX0524* NAVD 88     -       287.18   (+/-2cm)     942.2    (feet)  VERTCON   
 DX0524  ___________________________________________________________________
 DX0524  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DX0524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 DX0524
 DX0524.The horizontal coordinates were scaled from a topographic map and have
 DX0524.an estimated accuracy of +/- 6 seconds.
 DX0524
 DX0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX0524.The vertical order pertains to the NGVD 29 superseded value.
 DX0524
 DX0524.The geoid height was determined by GEOID03.
 DX0524
 DX0524;                    North         East    Units  Estimated Accuracy
 DX0524;SPC CA 6     -   620,830.    1,934,100.      MT  (+/- 180 meters Scaled)
 DX0524
 DX0524                          SUPERSEDED SURVEY CONTROL
 DX0524
 DX0524  NGVD 29 (??/??/??)  286.483  (m)          939.90   (f) ADJUSTED    2 0
 DX0524
 DX0524.Superseded values are not recommended for survey control.
 DX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX0524.See file dsdata.txt to determine how the superseded data were derived.
 DX0524
 DX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS039794(NAD 83)
 DX0524_MARKER: DD = SURVEY DISK
 DX0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DX0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DX0524_STAMPING: 939 T
 DX0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DX0524+STABILITY: SURFACE MOTION
 DX0524
 DX0524  HISTORY     - Date     Condition        Report By
 DX0524  HISTORY     - UNK      MONUMENTED       USGS
 DX0524  HISTORY     - 1960     MARK NOT FOUND   NGS
 DX0524
 DX0524                          STATION DESCRIPTION
 DX0524
 DX0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX0524'2.5 MI S FROM RINCON.
 DX0524'2.5 MILES SOUTH ALONG RINCON GRADE FROM THE POST OFFICE AT
 DX0524'RINCON, SAN DIEGO COUNTY, 0.5 MILE SOUTHWEST OF THE CROSSING
 DX0524'OF SAN LUIS REY RIVER AND A ROAD PARALLELING A CREEK, AT THE
 DX0524'T-JUNCTION OF AN OLD ROAD LEADING SOUTHWEST, 31 FEET NORTHEAST
 DX0524'OF THE JUNCTION, AND 22 FEET NORTHEAST OF THE CENTERLINE OF THE
 DX0524'MAIN ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DX0524'STAMPED 939 T AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DZ0220 ***********************************************************************
 DZ0220  DESIGNATION -  939 USGS
 DZ0220  PID         -  DZ0220
 DZ0220  STATE/COUNTY-  CA/SANTA BARBARA
 DZ0220  USGS QUAD   -  ZACA CREEK (1959)
 DZ0220
 DZ0220                         *CURRENT SURVEY CONTROL
 DZ0220  ___________________________________________________________________
 DZ0220* NAD 83(1986)-  34 42 40.     (N)    120 10 44.     (W)     SCALED    
 DZ0220* NAVD 88     -       287.99   (+/-2cm)     944.8    (feet)  VERTCON   
 DZ0220  ___________________________________________________________________
 DZ0220  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DZ0220  VERT ORDER  -  FIRST     CLASS II (See Below)
 DZ0220
 DZ0220.The horizontal coordinates were scaled from a topographic map and have
 DZ0220.an estimated accuracy of +/- 6 seconds.
 DZ0220
 DZ0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DZ0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DZ0220.The vertical order pertains to the NGVD 29 superseded value.
 DZ0220
 DZ0220.The geoid height was determined by GEOID03.
 DZ0220
 DZ0220;                    North         East    Units  Estimated Accuracy
 DZ0220;SPC CA 5     -   636,510.    1,800,430.      MT  (+/- 180 meters Scaled)
 DZ0220
 DZ0220                          SUPERSEDED SURVEY CONTROL
 DZ0220
 DZ0220  NGVD 29 (??/??/92)  287.177  (m)          942.18   (f) ADJ UNCH    1 2
 DZ0220
 DZ0220.Superseded values are not recommended for survey control.
 DZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DZ0220.See file dsdata.txt to determine how the superseded data were derived.
 DZ0220
 DZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD583446(NAD 83)
 DZ0220_MARKER: P = PIPE CAP
 DZ0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DZ0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DZ0220_STAMPING: 939
 DZ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DZ0220
 DZ0220  HISTORY     - Date     Condition        Report By
 DZ0220  HISTORY     - UNK      MONUMENTED       USGS
 DZ0220  HISTORY     - 1956     MARK NOT FOUND   NGS
 DZ0220
 DZ0220                          STATION DESCRIPTION
 DZ0220
 DZ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DZ0220'7.8 MI NW FROM BUELLTON.
 DZ0220'7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM BUELLTON, SANTA
 DZ0220'BARBARA COUNTY AT THE JUNCTION OF A ROAD LEADING SOUTH TO A
 DZ0220'FARMHOUSE, 26.9 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DZ0220'23.6 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 11.4 FEET
 DZ0220'NORTH OF A POLE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 DZ0220'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 939 AND RIVETED
 DZ0220'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 HS0787 ***********************************************************************
 HS0787  DESIGNATION -  94 B USGS
 HS0787  PID         -  HS0787
 HS0787  STATE/COUNTY-  CA/SAN JOAQUIN
 HS0787  USGS QUAD   -  PETERS (1994)
 HS0787
 HS0787                         *CURRENT SURVEY CONTROL
 HS0787  ___________________________________________________________________
 HS0787* NAD 83(1986)-  37 55 53.     (N)    121 02 30.     (W)     SCALED    
 HS0787* NAVD 88     -        29.57   (+/-2cm)      97.0    (feet)  VERTCON   
 HS0787  ___________________________________________________________________
 HS0787  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HS0787  VERT ORDER  -  THIRD (See Below)
 HS0787
 HS0787.The horizontal coordinates were scaled from a topographic map and have
 HS0787.an estimated accuracy of +/- 6 seconds.
 HS0787
 HS0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS0787.The vertical order pertains to the NGVD 29 superseded value.
 HS0787
 HS0787.The geoid height was determined by GEOID03.
 HS0787
 HS0787;                    North         East    Units  Estimated Accuracy
 HS0787;SPC CA 3     -   659,000.    1,952,380.      MT  (+/- 180 meters Scaled)
 HS0787
 HS0787                          SUPERSEDED SURVEY CONTROL
 HS0787
 HS0787  NGVD 29 (??/??/??)   28.87   (m)           94.7    (f) RESET       3  
 HS0787
 HS0787.Superseded values are not recommended for survey control.
 HS0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS0787.See file dsdata.txt to determine how the superseded data were derived.
 HS0787
 HS0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH721000(NAD 83)
 HS0787_MARKER: P = PIPE CAP
 HS0787_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HS0787_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HS0787_STAMPING: 94 B 1911
 HS0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS0787
 HS0787  HISTORY     - Date     Condition        Report By
 HS0787  HISTORY     - 1911     MONUMENTED       USGS
 HS0787  HISTORY     - 1963     GOOD             NGS
 HS0787
 HS0787                          STATION DESCRIPTION
 HS0787
 HS0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HS0787'2.4 MI W FROM FARMINGTON.
 HS0787'2.45 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 HS0787'FARMINGTON, ON THE INSIDE OF A CURVE, 17 FEET SOUTH OF THE CENTER
 HS0787'LINE OF THE HIGHWAY, 2.0 FEET EAST OF POWER POLE 312, 1.2 FEET
 HS0787'NORTH OF A FENCE, 0.5 FOOT NORTH OF A WITNESS POST, ABOUT
 HS0787'1 1/2 FEET HIGHER THAN THE HIGHWAY, AND A CAP RIVETED ON THE TOP
 HS0787'OF AN IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EW9030 ***********************************************************************
 EW9030  DESIGNATION -  94 FMK
 EW9030  PID         -  EW9030
 EW9030  STATE/COUNTY-  CA/LOS ANGELES
 EW9030  USGS QUAD   -  TOPANGA (1991)
 EW9030
 EW9030                         *CURRENT SURVEY CONTROL
 EW9030  ___________________________________________________________________
 EW9030* NAD 83(1986)-  34 04 54.     (N)    118 35 50.     (W)     SCALED    
 EW9030* NAVD 88     -       224.446  (meters)     736.37   (feet)  ADJUSTED  
 EW9030  ___________________________________________________________________
 EW9030  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EW9030  DYNAMIC HT  -         224.210 (meters)     735.60  (feet)  COMP
 EW9030  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 EW9030
 EW9030  VERT ORDER  -  FIRST     CLASS I
 EW9030
 EW9030.The horizontal coordinates were scaled from a topographic map and have
 EW9030.an estimated accuracy of +/- 6 seconds.
 EW9030
 EW9030.The orthometric height was determined by differential leveling
 EW9030.and adjusted in October 1992.
 EW9030
 EW9030.The geoid height was determined by GEOID03.
 EW9030
 EW9030.The dynamic height is computed by dividing the NAVD 88
 EW9030.geopotential number by the normal gravity value computed on the
 EW9030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EW9030.degrees latitude (g = 980.6199 gals.).
 EW9030
 EW9030.The modeled gravity was interpolated from observed gravity values.
 EW9030
 EW9030;                    North         East    Units  Estimated Accuracy
 EW9030;SPC CA 5     -   564,690.    1,944,880.      MT  (+/- 180 meters Scaled)
 EW9030
 EW9030                          SUPERSEDED SURVEY CONTROL
 EW9030
 EW9030  NGVD 29 (??/??/92)  223.670  (m)          733.82   (f) ADJ UNCH    1 1
 EW9030
 EW9030.Superseded values are not recommended for survey control.
 EW9030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EW9030.See file dsdata.txt to determine how the superseded data were derived.
 EW9030
 EW9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT526723(NAD 83)
 EW9030_MARKER: DD = SURVEY DISK
 EW9030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EW9030_SP_SET: HEADWALL
 EW9030_STAMPING: 94 FMK 1974
 EW9030_MARK LOGO: USGS  
 EW9030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EW9030+STABILITY: SURFACE MOTION
 EW9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EW9030+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 EW9030
 EW9030  HISTORY     - Date     Condition        Report By
 EW9030  HISTORY     - 1974     MONUMENTED       USGS
 EW9030  HISTORY     - 1974     GOOD             CA-037
 EW9030  HISTORY     - 1978     GOOD             NGS
 EW9030  HISTORY     - 19890518 GOOD             NGS
 EW9030  HISTORY     - 19940614 MARK NOT FOUND   NGS
 EW9030
 EW9030                          STATION DESCRIPTION
 EW9030
 EW9030'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1974
 EW9030'0.75 MI S FROM TOPANGA.
 EW9030'TOPANGA CANYON BOULEVARD, 0.75 MILE SOUTHERLY FROM THE TOPANGA POST
 EW9030'OFFICE.  44.4 FEET SOUTHWESTERLY OF POWER POLE NO. 751047E.  43 FEET
 EW9030'SOUTHEASTERLY OF CALIFORNIA GAS CO. PROPERTY.  18.7 FEET SOUTHEASTERLY
 EW9030'OF NO PARKING NEXT 1 1/2 MILES SIGN.  16.5 FEET SOUTHWESTERLY OF
 EW9030'APPROXIMATE CENTER OF PAVEMENT.  THE DISK IS SET IN TOP OF CONCRETE
 EW9030'HEADWALL OF CULVERT.
 EW9030
 EW9030                          STATION RECOVERY (1978)
 EW9030
 EW9030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EW9030'0.75 MILE SOUTH ALONG TOPANGA CANYON BOULEVARD FROM THE POST OFFICE
 EW9030'AT TOPANGA, AT THE SOUTHEAST END OF THE CALIFORNIA GAS COMPANY, IN TOP
 EW9030'OF THE SOUTHEAST OF THE SOUTHWEST HEADWALL OF A CULVERT UNDER THE
 EW9030'BOULEVARD, 18 FT. SOUTHWEST OF THE CENTER LINE OF THE BOULEVARD, 46
 EW9030'FT. SOUTH OF THE CENTER OF THE SOUTHEAST ENTRANCE GATE TO THE GAS
 EW9030'COMPANY, 44 FT. SOUTHWEST AND ACROSS THE BOULEVARD FROM POWER POLE
 EW9030'751047-E.
 EW9030
 EW9030                          STATION RECOVERY (1989)
 EW9030
 EW9030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EW9030'RECOVERED IN GOOD CONDITION.
 EW9030
 EW9030                          STATION RECOVERY (1994)
 EW9030
 EW9030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 EW9030'THE HEADWALL AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 EW9030'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 MW0548 ***********************************************************************
 MW0548  DESIGNATION -  94 GWM
 MW0548  PID         -  MW0548
 MW0548  STATE/COUNTY-  CA/SISKIYOU
 MW0548  USGS QUAD   -  BONITA BUTTE (1988)
 MW0548
 MW0548                         *CURRENT SURVEY CONTROL
 MW0548  ___________________________________________________________________
 MW0548* NAD 83(1986)-  41 38 50.     (N)    121 43 58.     (W)     SCALED    
 MW0548* NAVD 88     -      1539.576  (meters)    5051.09   (feet)  ADJUSTED  
 MW0548  ___________________________________________________________________
 MW0548  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 MW0548  DYNAMIC HT  -        1538.481 (meters)    5047.50  (feet)  COMP
 MW0548  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 MW0548
 MW0548  VERT ORDER  -  SECOND    CLASS 0
 MW0548
 MW0548.The horizontal coordinates were scaled from a topographic map and have
 MW0548.an estimated accuracy of +/- 6 seconds.
 MW0548
 MW0548.The orthometric height was determined by differential leveling
 MW0548.and adjusted in June 1991.
 MW0548
 MW0548.The geoid height was determined by GEOID03.
 MW0548
 MW0548.The dynamic height is computed by dividing the NAVD 88
 MW0548.geopotential number by the normal gravity value computed on the
 MW0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MW0548.degrees latitude (g = 980.6199 gals.).
 MW0548
 MW0548.The modeled gravity was interpolated from observed gravity values.
 MW0548
 MW0548;                    North         East    Units  Estimated Accuracy
 MW0548;SPC CA 1     -   756,970.    2,022,260.      MT  (+/- 180 meters Scaled)
 MW0548
 MW0548                          SUPERSEDED SURVEY CONTROL
 MW0548
 MW0548  NGVD 29 (??/??/??) 1538.400  (m)         5047.23   (f) ADJUSTED    2 0
 MW0548
 MW0548.Superseded values are not recommended for survey control.
 MW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MW0548.See file dsdata.txt to determine how the superseded data were derived.
 MW0548
 MW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM055113(NAD 83)
 MW0548_MARKER: DD = SURVEY DISK
 MW0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MW0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MW0548_STAMPING: 5047 94 GWM 1949
 MW0548_MARK LOGO: USGS  
 MW0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MW0548+STABILITY: SURFACE MOTION
 MW0548
 MW0548  HISTORY     - Date     Condition        Report By
 MW0548  HISTORY     - 1949     MONUMENTED       USGS
 MW0548  HISTORY     - 1954     GOOD             CGS
 MW0548
 MW0548                          STATION DESCRIPTION
 MW0548
 MW0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MW0548'2.6 MI E FROM RAINBOW WELL.
 MW0548'2.6 MILES EAST ALONG A DIRT ROAD FROM RAINBOW WELL, AT THE
 MW0548'INTERSECTION OF DAVIS ROAD, 38 FEET NORTH OF THE CENTER LINE OF
 MW0548'THE EAST-WEST DIRT ROAD, 18 1/2 FEET EAST OF THE CENTER LINE OF
 MW0548'DAVIS ROAD, 1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 MW0548'HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 MW0548'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JT1145 ***********************************************************************
 JT1145  DESIGNATION -  94 M
 JT1145  PID         -  JT1145
 JT1145  STATE/COUNTY-  CA/SONOMA
 JT1145  USGS QUAD   -  GUERNEVILLE (1997)
 JT1145
 JT1145                         *CURRENT SURVEY CONTROL
 JT1145  ___________________________________________________________________
 JT1145* NAD 83(1986)-  38 35 58.     (N)    122 58 10.     (W)     SCALED    
 JT1145* NAVD 88     -       151.90   (+/-2cm)     498.4    (feet)  VERTCON   
 JT1145  ___________________________________________________________________
 JT1145  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JT1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JT1145
 JT1145.The horizontal coordinates were scaled from a topographic map and have
 JT1145.an estimated accuracy of +/- 6 seconds.
 JT1145
 JT1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 JT1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JT1145.The vertical order pertains to the NGVD 29 superseded value.
 JT1145
 JT1145.The geoid height was determined by GEOID03.
 JT1145
 JT1145;                    North         East    Units  Estimated Accuracy
 JT1145;SPC CA 2     -   603,990.    1,915,560.      MT  (+/- 180 meters Scaled)
 JT1145
 JT1145                          SUPERSEDED SURVEY CONTROL
 JT1145
 JT1145  NGVD 29 (??/??/92)  150.99   (m)          495.4    (f) COMPUTED    2 0
 JT1145
 JT1145.Superseded values are not recommended for survey control.
 JT1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JT1145.See file dsdata.txt to determine how the superseded data were derived.
 JT1145
 JT1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH026723(NAD 83)
 JT1145_MARKER: DD = SURVEY DISK
 JT1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JT1145_SP_SET: ABUTMENT
 JT1145_STAMPING: 94 M 1932 494
 JT1145_MARK LOGO: USGS  
 JT1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JT1145
 JT1145  HISTORY     - Date     Condition        Report By
 JT1145  HISTORY     - 1932     MONUMENTED       USGS
 JT1145  HISTORY     - 1935     GOOD             CGS
 JT1145  HISTORY     - 1960     MARK NOT FOUND   CGS
 JT1145
 JT1145                          STATION DESCRIPTION
 JT1145
 JT1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JT1145'2.9 MI E FROM VENADO.
 JT1145'2.9 MILES EAST ALONG THE HEALDSBURG ROAD FROM THE OLD POST
 JT1145'OFFICE AT VENADO, SONOMA COUNTY, 1.1 MILES EAST OF DANIELS
 JT1145'SCHOOL, 225 FEET SOUTHEAST OF THE H. HONOR HOUSE IN 1935, 85
 JT1145'FEET NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT A
 JT1145'CONCRETE CULVERT, AND IN THE TOP OF THE NORTH WING WALL OF THE
 JT1145'EAST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JT1145'STAMPED---94 M 1932 494---.
 JT1145
 JT1145                          STATION RECOVERY (1960)
 JT1145
 JT1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JT1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 JS2356 ***********************************************************************
 JS2356  DESIGNATION -  94 USE
 JS2356  PID         -  JS2356
 JS2356  STATE/COUNTY-  CA/SACRAMENTO
 JS2356  USGS QUAD   -  SACRAMENTO WEST (1992)
 JS2356
 JS2356                         *CURRENT SURVEY CONTROL
 JS2356  ___________________________________________________________________
 JS2356* NAD 83(1986)-  38 32 43.     (N)    121 30 30.     (W)     SCALED    
 JS2356* NAVD 88     -        11.21   (+/-2cm)      36.8    (feet)  VERTCON   
 JS2356  ___________________________________________________________________
 JS2356  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JS2356  VERT ORDER  -  THIRD (See Below)
 JS2356
 JS2356.The horizontal coordinates were scaled from a topographic map and have
 JS2356.an estimated accuracy of +/- 6 seconds.
 JS2356
 JS2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS2356.The vertical order pertains to the NGVD 29 superseded value.
 JS2356
 JS2356.The geoid height was determined by GEOID03.
 JS2356
 JS2356;                    North         East    Units  Estimated Accuracy
 JS2356;SPC CA 2     -   597,650.    2,042,860.      MT  (+/- 180 meters Scaled)
 JS2356
 JS2356                          SUPERSEDED SURVEY CONTROL
 JS2356
 JS2356  NGVD 29 (??/??/??)   10.43   (m)           34.2    (f) RESET       3  
 JS2356
 JS2356.Superseded values are not recommended for survey control.
 JS2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS2356.See file dsdata.txt to determine how the superseded data were derived.
 JS2356
 JS2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH299673(NAD 83)
 JS2356_MARKER: DD = SURVEY DISK
 JS2356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JS2356_SP_SET: BRIDGE
 JS2356_STAMPING: 94 37.14
 JS2356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JS2356
 JS2356  HISTORY     - Date     Condition        Report By
 JS2356  HISTORY     - UNK      MONUMENTED       DOD
 JS2356  HISTORY     - 1960     GOOD             NGS
 JS2356  HISTORY     - 20030527 MARK NOT FOUND   CADWR
 JS2356
 JS2356                          STATION DESCRIPTION
 JS2356
 JS2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JS2356'2.4 MI S FROM SACRAMENTO.
 JS2356'2.45 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 JS2356'CROSSING OF CAPITOL AVENUE AT SACRAMENTO, 1 POLE NORTHWEST
 JS2356'OF MILEPOLE 92, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JS2356'CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE OVER RIVERSIDE
 JS2356'BOULEVARD, 17.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 JS2356'ABOUT LEVEL WITH THE TRACK.
 JS2356
 JS2356                          STATION RECOVERY (2003)
 JS2356
 JS2356'RECOVERY NOTE BY CA DEPT OF WATER RES 2003
 JS2356'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0249 ***********************************************************************
 GU0249  HT_MOD      -  This is a Height Modernization Survey Station.
 GU0249  DESIGNATION -  94.06 L USBR
 GU0249  PID         -  GU0249
 GU0249  STATE/COUNTY-  CA/FRESNO
 GU0249  USGS QUAD   -  LAGUNA SECA RANCH (1971)
 GU0249
 GU0249                         *CURRENT SURVEY CONTROL
 GU0249  ___________________________________________________________________
 GU0249* NAD 83(2007)-  36 50 45.76870(N)    120 45 07.97704(W)     ADJUSTED  
 GU0249* NAVD 88     -       104.22   (meters)     341.9    (feet)  GPS OBS   
 GU0249  ___________________________________________________________________
 GU0249  EPOCH DATE  -        2007.00
 GU0249  X           -  -2,613,037.840 (meters)                     COMP
 GU0249  Y           -  -4,391,735.190 (meters)                     COMP
 GU0249  Z           -   3,803,777.057 (meters)                     COMP
 GU0249  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 GU0249  ELLIP HEIGHT-          70.854 (meters)          (02/10/07) ADJUSTED
 GU0249  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 GU0249
 GU0249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GU0249  Type    PID    Designation                      North   East  Ellip
 GU0249  -------------------------------------------------------------------
 GU0249  NETWORK GU0249 94.06 L USBR                      0.74   1.02   3.08
 GU0249  -------------------------------------------------------------------
 GU0249
 GU0249.The horizontal coordinates were established by GPS observations
 GU0249.and adjusted by the National Geodetic Survey in February 2007.
 GU0249
 GU0249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GU0249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GU0249.The horizontal coordinates are valid at the epoch date displayed above.
 GU0249.The epoch date for horizontal control is a decimal equivalence
 GU0249.of Year/Month/Day.
 GU0249
 GU0249.The orthometric height was determined by GPS observations and a
 GU0249.high-resolution geoid model.
 GU0249.The orthometric height was determined by GPS observations and a
 GU0249.high-resolution geoid model using precise GPS observation and
 GU0249.processing techniques.
 GU0249
 GU0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GU0249
 GU0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 GU0249
 GU0249.The ellipsoidal height was determined by GPS observations
 GU0249.and is referenced to NAD 83.
 GU0249
 GU0249.The geoid height was determined by GEOID03.
 GU0249
 GU0249;                    North         East     Units Scale Factor Converg.
 GU0249;SPC CA 4     -   669,279.454 1,843,735.231   MT  0.99994812   -1 02 43.3
 GU0249;SPC CA 4     - 2,195,794.34  6,048,988.00   sFT  0.99994812   -1 02 43.3
 GU0249;UTM  10      - 4,080,152.227   700,416.061   MT  1.00009486   +1 20 54.1
 GU0249
 GU0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GU0249!SPC CA 4     -   0.99998888  x   0.99994812  =   0.99993700
 GU0249!UTM  10      -   0.99998888  x   1.00009486  =   1.00008374
 GU0249
 GU0249                          SUPERSEDED SURVEY CONTROL
 GU0249
 GU0249  NAD 83(1998)-  36 50 45.76709(N)    120 45 07.97637(W) AD(2004.50) B
 GU0249  ELLIP H (06/30/05)   70.875  (m)                       GP(       ) 4 1
 GU0249  NGVD 29 (??/??/92)  103.443  (m)          339.38   (f) ADJ UNCH    1 1
 GU0249
 GU0249.Superseded values are not recommended for survey control.
 GU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0249.See file dsdata.txt to determine how the superseded data were derived.
 GU0249
 GU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0041680152(NAD 83)
 GU0249_MARKER: DD = SURVEY DISK
 GU0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GU0249_SP_SET: TOP OF CONCRETE RETAINING WALL
 GU0249_STAMPING: 94.06 L
 GU0249_MARK LOGO: BOR   
 GU0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 GU0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GU0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GU0249+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 GU0249
 GU0249  HISTORY     - Date     Condition        Report By
 GU0249  HISTORY     - UNK      MONUMENTED       BOR
 GU0249  HISTORY     - 1967     GOOD             NGS
 GU0249  HISTORY     - 1969     GOOD             NGS
 GU0249  HISTORY     - 20040519 GOOD             CADT
 GU0249
 GU0249                          STATION DESCRIPTION
 GU0249
 GU0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 GU0249'7.4 MI SE FROM DOS AMIGOS PUMP PLANT.
 GU0249'7.35 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE
 GU0249'CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.4 MILE
 GU0249'SOUTHEAST ALONG THE NORTHEAST LEVEE ROAD OF THE CANAL FROM THE
 GU0249'CROSSING OF NEES AVENUE, IN THE TOP OF THE SOUTHEAST END OF THE
 GU0249'CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 15 FEET SOUTHWEST
 GU0249'OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT 1 FOOT
 GU0249'LOWER THAN THE ROAD.
 GU0249
 GU0249                          STATION RECOVERY (1969)
 GU0249
 GU0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GU0249'RECOVERED IN GOOD CONDITION.
 GU0249
 GU0249                          STATION RECOVERY (2004)
 GU0249
 GU0249'RECOVERY NOTE BY CALTRANS 2004 (GC)
 GU0249'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION WAS OBSERVED AS
 GU0249'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION  SURVEY, A CSRC
 GU0249'PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0463 ***********************************************************************
 GU0463  DESIGNATION -  94.27 RESET 1969
 GU0463  PID         -  GU0463
 GU0463  STATE/COUNTY-  CA/FRESNO
 GU0463  USGS QUAD   -  DOS PALOS (1984)
 GU0463
 GU0463                         *CURRENT SURVEY CONTROL
 GU0463  ___________________________________________________________________
 GU0463* NAD 83(1986)-  36 54 11.     (N)    120 42 37.     (W)     SCALED    
 GU0463* NAVD 88     -        51.30   (+/-2cm)     168.3    (feet)  VERTCON   
 GU0463  ___________________________________________________________________
 GU0463  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0463
 GU0463.The horizontal coordinates were scaled from a topographic map and have
 GU0463.an estimated accuracy of +/- 6 seconds.
 GU0463
 GU0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0463.The vertical order pertains to the NGVD 29 superseded value.
 GU0463
 GU0463.The geoid height was determined by GEOID03.
 GU0463
 GU0463;                    North         East    Units  Estimated Accuracy
 GU0463;SPC CA 4     -   675,540.    1,847,590.      MT  (+/- 180 meters Scaled)
 GU0463
 GU0463                          SUPERSEDED SURVEY CONTROL
 GU0463
 GU0463  NGVD 29 (??/??/92)   50.541  (m)          165.82   (f) ADJ UNCH    2 0
 GU0463
 GU0463.Superseded values are not recommended for survey control.
 GU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0463.See file dsdata.txt to determine how the superseded data were derived.
 GU0463
 GU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF040865(NAD 83)
 GU0463_MARKER: DD = SURVEY DISK
 GU0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0463_SP_SET: BRIDGE ABUTMENT
 GU0463_STAMPING: 94.27 RESET 1969
 GU0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0463
 GU0463  HISTORY     - Date     Condition        Report By
 GU0463  HISTORY     - 1969     MONUMENTED       BOR
 GU0463  HISTORY     - 1975     GOOD             NGS
 GU0463
 GU0463                          STATION DESCRIPTION
 GU0463
 GU0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0463'3.4 MI NW FROM ORO LOMA.
 GU0463'3.45 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0463'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0463'ORO LOMA, 0.3 MILE SOUTHEAST OF THE MERCED-FRESNO COUNTY LINE,
 GU0463'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 GU0463'WOODEN BRIDGE 94.27 OVER THE CANAL, 24 FEET NORTH OF THE CENTER
 GU0463'LINE OF THE LEVEE ROAD, 12 FEET EAST OF THE CENTER LINE OF THE
 GU0463'BRIDGE, AND ABOUT LEVEL WITH THE ROAD.  SEC 12, T 12 S, R 11 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 EV2731 ***********************************************************************
 EV2731  DESIGNATION -  94.35
 EV2731  PID         -  EV2731
 EV2731  STATE/COUNTY-  CA/LOS ANGELES
 EV2731  USGS QUAD   -  SAN DIMAS (1981)
 EV2731
 EV2731                         *CURRENT SURVEY CONTROL
 EV2731  ___________________________________________________________________
 EV2731* NAD 83(1986)-  34 07 16.     (N)    117 46 00.     (W)     SCALED    
 EV2731* NAVD 88     -       354.10   (+/-2cm)    1161.7    (feet)  VERTCON   
 EV2731  ___________________________________________________________________
 EV2731  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EV2731  VERT ORDER  -  THIRD (See Below)
 EV2731
 EV2731.The horizontal coordinates were scaled from a topographic map and have
 EV2731.an estimated accuracy of +/- 6 seconds.
 EV2731
 EV2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV2731.The vertical order pertains to the NGVD 29 superseded value.
 EV2731
 EV2731.The geoid height was determined by GEOID03.
 EV2731
 EV2731;                    North         East    Units  Estimated Accuracy
 EV2731;SPC CA 5     -   568,920.    2,021,530.      MT  (+/- 180 meters Scaled)
 EV2731
 EV2731                          SUPERSEDED SURVEY CONTROL
 EV2731
 EV2731  NGVD 29 (??/??/??)  353.30   (m)         1159.1    (f) RESET       3  
 EV2731
 EV2731.Superseded values are not recommended for survey control.
 EV2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV2731.See file dsdata.txt to determine how the superseded data were derived.
 EV2731
 EV2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT293758(NAD 83)
 EV2731_MARKER: DD = SURVEY DISK
 EV2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EV2731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EV2731_STAMPING: 94.35
 EV2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EV2731+STABILITY: SURFACE MOTION
 EV2731
 EV2731  HISTORY     - Date     Condition        Report By
 EV2731  HISTORY     - UNK      MONUMENTED       CA-037
 EV2731  HISTORY     - 1961     GOOD             NGS
 EV2731
 EV2731                          STATION DESCRIPTION
 EV2731
 EV2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EV2731'1.4 MI E FROM LA VERNE.
 EV2731'1.35 MILES EAST ALONG BASE LINE ROAD FROM THE JUNCTION OF
 EV2731'FOOTHILL BOULEVARD AT LA VERNE, 0.1 MILE EAST OF THE INTERSECTION
 EV2731'OF EMERALD AVENUE, AT THE CROSSING OF A CONCRETE CANAL, 156
 EV2731'FEET WEST OF B.M. E M 8 (USE), 15.8 FEET SOUTH OF THE CENTER
 EV2731'LINE OF THE ROAD, 15.8 FEET NORTH-NORTHEAST OF THE NORTHWEST
 EV2731'CORNER OF THE SOUTH HEAD WALL OF A CULVERT OVER THE CANAL
 EV2731'(SLOPE MEASUREMENT), 3.9 FEET WEST OF TELEPHONE POLE G 3893Y,
 EV2731'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 EV2731'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 GU0461 ***********************************************************************
 GU0461  DESIGNATION -  94.5 USBR
 GU0461  PID         -  GU0461
 GU0461  STATE/COUNTY-  CA/FRESNO
 GU0461  USGS QUAD   -  DOS PALOS (1984)
 GU0461
 GU0461                         *CURRENT SURVEY CONTROL
 GU0461  ___________________________________________________________________
 GU0461* NAD 83(1986)-  36 54 07.     (N)    120 42 18.     (W)     SCALED    
 GU0461* NAVD 88     -        49.62   (+/-2cm)     162.8    (feet)  VERTCON   
 GU0461  ___________________________________________________________________
 GU0461  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 GU0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 GU0461
 GU0461.The horizontal coordinates were scaled from a topographic map and have
 GU0461.an estimated accuracy of +/- 6 seconds.
 GU0461
 GU0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 GU0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GU0461.The vertical order pertains to the NGVD 29 superseded value.
 GU0461
 GU0461.The geoid height was determined by GEOID03.
 GU0461
 GU0461;                    North         East    Units  Estimated Accuracy
 GU0461;SPC CA 4     -   675,410.    1,848,060.      MT  (+/- 180 meters Scaled)
 GU0461
 GU0461                          SUPERSEDED SURVEY CONTROL
 GU0461
 GU0461  NGVD 29 (??/??/92)   48.870  (m)          160.33   (f) ADJ UNCH    2 0
 GU0461
 GU0461.Superseded values are not recommended for survey control.
 GU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GU0461.See file dsdata.txt to determine how the superseded data were derived.
 GU0461
 GU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF044864(NAD 83)
 GU0461_MARKER: DD = SURVEY DISK
 GU0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GU0461_SP_SET: DRAIN STRUCTURE HEADWALL
 GU0461_STAMPING: 94.58 MP
 GU0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GU0461
 GU0461  HISTORY     - Date     Condition        Report By
 GU0461  HISTORY     - UNK      MONUMENTED       BOR
 GU0461  HISTORY     - 1975     GOOD             NGS
 GU0461
 GU0461                          STATION DESCRIPTION
 GU0461
 GU0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 GU0461'3.2 MI NW FROM ORO LOMA.
 GU0461'3.2 MILES NORTHWEST ALONG A GRADED ROAD ALONG THE SOUTHWEST
 GU0461'BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT
 GU0461'ORO LOMA, AT CANAL BRIDGE 94.58, 23 FEET NORTHEAST OF THE CENTER
 GU0461'LINE OF THE SOUTHWEST LEVEE ROAD, IN THE TOP OF THE CENTER
 GU0461'OF THE SOUTHWEST CONCRETE HEAD WALL OF DRAIN STRUCTURE 94.58,
 GU0461'AND ABOUT 5 1/2 FEET LOWER THAN THE ROAD.  SEC 7, T 12 S, R 12 E.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1340 ***********************************************************************
 DC1340  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1340  DESIGNATION -  941 0120 P TIDAL
 DC1340  PID         -  DC1340
 DC1340  STATE/COUNTY-  CA/SAN DIEGO
 DC1340  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1340
 DC1340                         *CURRENT SURVEY CONTROL
 DC1340  ___________________________________________________________________
 DC1340* NAD 83(1986)-  32 34 47.     (N)    117 07 55.     (W)     SCALED    
 DC1340* NAVD 88     -         4.329  (meters)      14.20   (feet)  READJUSTED
 DC1340  ___________________________________________________________________
 DC1340  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DC1340  DYNAMIC HT  -           4.320 (meters)      14.17  (feet)  COMP
 DC1340  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 DC1340  OBS GRAVITY -     979,495.2   (mgal)                       GRAV_OBS
 DC1340
 DC1340  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1340
 DC1340.The horizontal coordinates were scaled from a topographic map and have
 DC1340.an estimated accuracy of +/- 6 seconds.
 DC1340
 DC1340.The orthometric height was determined by differential leveling
 DC1340.and adjusted in February 1993.
 DC1340.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1340.mark was located on a no-check spur therefore a value was not computed.
 DC1340.The height was derived from older observations constrained to new
 DC1340.heights in a crustal motion area.  The height is approximate in
 DC1340.relation to other heights in its vicinity.
 DC1340.No vertical observational check was made to the station.
 DC1340
 DC1340.This Tidal Bench Mark is designated as VM 7958
 DC1340.by the Center for Operational Oceanographic Products and Services.
 DC1340
 DC1340.The geoid height was determined by GEOID03.
 DC1340
 DC1340.The dynamic height is computed by dividing the NAVD 88
 DC1340.geopotential number by the normal gravity value computed on the
 DC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1340.degrees latitude (g = 980.6199 gals.).
 DC1340
 DC1340.The modeled gravity was interpolated from observed gravity values.
 DC1340.The observed gravity was obtained from relative gravimeter ties
 DC1340.to the IGSN71 gravity network.
 DC1340
 DC1340;                    North         East    Units  Estimated Accuracy
 DC1340;SPC CA 6     -   546,160.    1,917,190.      MT  (+/- 180 meters Scaled)
 DC1340
 DC1340                          SUPERSEDED SURVEY CONTROL
 DC1340
 DC1340  NGVD 29 (??/??/92)    3.697  (m)           12.13   (f) ADJ UNCH    1 1
 DC1340
 DC1340.Superseded values are not recommended for survey control.
 DC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1340.See file dsdata.txt to determine how the superseded data were derived.
 DC1340
 DC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS876047(NAD 83)
 DC1340_MARKER: DJ = TIDAL STATION DISK
 DC1340_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1340_SP_SET: COPPER-CLAD STEEL ROD
 DC1340_STAMPING: 0120 P 1977
 DC1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1340
 DC1340  HISTORY     - Date     Condition        Report By
 DC1340  HISTORY     - 1977     MONUMENTED       NOS
 DC1340  HISTORY     - 1978     GOOD             NGS
 DC1340
 DC1340                          STATION DESCRIPTION
 DC1340
 DC1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1340'IN IMPERIAL BEACH.
 DC1340'AT THE INTERSECTION 1ST STREET AND EVERGREEN, 20 FT. NORTH OF THE
 DC1340'EXTENDED CENTER LINE OF EVERGREEN, 79 FT. EAST OF A CONCRETE
 DC1340'ROCK WALL AT THE EAST END OF THE PIER, 11.5 FT. EAST OF THE SOUTHWEST
 DC1340'CORNER OF THE IMPERIAL BEACH FISHING PIER BATHROOM FACILITIES
 DC1340'BUILDING, 0.5 FT. BELOW THE SIDEWALK, ACCESS TO WHICH IS HAD
 DC1340'THROUGH A 4-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1338 ***********************************************************************
 DC1338  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1338  DESIGNATION -  941 0120 Q TIDAL
 DC1338  PID         -  DC1338
 DC1338  STATE/COUNTY-  CA/SAN DIEGO
 DC1338  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1338
 DC1338                         *CURRENT SURVEY CONTROL
 DC1338  ___________________________________________________________________
 DC1338* NAD 83(1986)-  32 34 48.     (N)    117 07 30.     (W)     SCALED    
 DC1338* NAVD 88     -         7.304  (meters)      23.96   (feet)  READJUSTED
 DC1338  ___________________________________________________________________
 DC1338  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DC1338  DYNAMIC HT  -           7.300 (meters)      23.95  (feet)  COMP
 DC1338  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 DC1338
 DC1338  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1338
 DC1338.The horizontal coordinates were scaled from a topographic map and have
 DC1338.an estimated accuracy of +/- 6 seconds.
 DC1338
 DC1338.The orthometric height was determined by differential leveling
 DC1338.and adjusted in February 1993.
 DC1338.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1338.mark was located on a no-check spur therefore a value was not computed.
 DC1338.The height was derived from older observations constrained to new
 DC1338.heights in a crustal motion area.  The height is approximate in
 DC1338.relation to other heights in its vicinity.
 DC1338.No vertical observational check was made to the station.
 DC1338
 DC1338.This Tidal Bench Mark is designated as VM 7959
 DC1338.by the Center for Operational Oceanographic Products and Services.
 DC1338
 DC1338.This Tidal Bench Mark is designated as VM 15660
 DC1338.by the Center for Operational Oceanographic Products and Services.
 DC1338
 DC1338.The geoid height was determined by GEOID03.
 DC1338
 DC1338.The dynamic height is computed by dividing the NAVD 88
 DC1338.geopotential number by the normal gravity value computed on the
 DC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1338.degrees latitude (g = 980.6199 gals.).
 DC1338
 DC1338.The modeled gravity was interpolated from observed gravity values.
 DC1338
 DC1338;                    North         East    Units  Estimated Accuracy
 DC1338;SPC CA 6     -   546,190.    1,917,840.      MT  (+/- 180 meters Scaled)
 DC1338
 DC1338                          SUPERSEDED SURVEY CONTROL
 DC1338
 DC1338  NGVD 29 (??/??/92)    6.672  (m)           21.89   (f) ADJ UNCH    1 1
 DC1338
 DC1338.Superseded values are not recommended for survey control.
 DC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1338.See file dsdata.txt to determine how the superseded data were derived.
 DC1338
 DC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS882047(NAD 83)
 DC1338_MARKER: DJ = TIDAL STATION DISK
 DC1338_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1338_SP_SET: COPPER-CLAD STEEL ROD
 DC1338_STAMPING: 0120 Q 1977
 DC1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1338+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2007
 DC1338
 DC1338  HISTORY     - Date     Condition        Report By
 DC1338  HISTORY     - 1977     MONUMENTED       NOS
 DC1338  HISTORY     - 1978     GOOD             NGS
 DC1338  HISTORY     - 20070819 GOOD             LOCSUR
 DC1338
 DC1338                          STATION DESCRIPTION
 DC1338
 DC1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1338'IN IMPERIAL BEACH.
 DC1338'IN THE NORTHWEST CORNER OF THE PARKING LOT OF THE MAR VISTA HIGH
 DC1338'SCHOOL AT 505 ELM AVENUE, 46 FT. SOUTH OF THE CENTER LINE OF ELM,
 DC1338'67.5 FT. EAST OF A CHAIN LINK FENCE ON THE WEST BOUNDRY OF THE
 DC1338'SCHOOL, SET FLUSH WITH THE GROUND IN A FLOWER BED NEAR A GROUP OF
 DC1338'THREE PALM TREES, ACCESS TO WHICH IS HAD THOUGH A 4-INCH PVC PIPE.
 DC1338
 DC1338                          STATION RECOVERY (2007)
 DC1338
 DC1338'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2007 (LJM)
 DC1338'FOUND AS DESCRIBED.  RIM OF PVC SLEEVE IS NOW VERY JAGGED.
 DC1338'N 32  34.809 W 117  07.468
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1336 ***********************************************************************
 DC1336  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1336  DESIGNATION -  941 0120 R TIDAL
 DC1336  PID         -  DC1336
 DC1336  STATE/COUNTY-  CA/SAN DIEGO
 DC1336  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1336
 DC1336                         *CURRENT SURVEY CONTROL
 DC1336  ___________________________________________________________________
 DC1336* NAD 83(1986)-  32 34 48.     (N)    117 07 08.     (W)     SCALED    
 DC1336* NAVD 88     -         8.760  (meters)      28.74   (feet)  READJUSTED
 DC1336  ___________________________________________________________________
 DC1336  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DC1336  DYNAMIC HT  -           8.750 (meters)      28.71  (feet)  COMP
 DC1336  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 DC1336
 DC1336  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1336
 DC1336.The horizontal coordinates were scaled from a topographic map and have
 DC1336.an estimated accuracy of +/- 6 seconds.
 DC1336
 DC1336.The orthometric height was determined by differential leveling
 DC1336.and adjusted in February 1993.
 DC1336.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1336.mark was located on a no-check spur therefore a value was not computed.
 DC1336.The height was derived from older observations constrained to new
 DC1336.heights in a crustal motion area.  The height is approximate in
 DC1336.relation to other heights in its vicinity.
 DC1336.No vertical observational check was made to the station.
 DC1336
 DC1336.This Tidal Bench Mark is designated as VM 7960
 DC1336.by the Center for Operational Oceanographic Products and Services.
 DC1336
 DC1336.The geoid height was determined by GEOID03.
 DC1336
 DC1336.The dynamic height is computed by dividing the NAVD 88
 DC1336.geopotential number by the normal gravity value computed on the
 DC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1336.degrees latitude (g = 980.6199 gals.).
 DC1336
 DC1336.The modeled gravity was interpolated from observed gravity values.
 DC1336
 DC1336;                    North         East    Units  Estimated Accuracy
 DC1336;SPC CA 6     -   546,180.    1,918,420.      MT  (+/- 180 meters Scaled)
 DC1336
 DC1336                          SUPERSEDED SURVEY CONTROL
 DC1336
 DC1336  NGVD 29 (??/??/92)    8.128  (m)           26.67   (f) ADJ UNCH    1 1
 DC1336
 DC1336.Superseded values are not recommended for survey control.
 DC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1336.See file dsdata.txt to determine how the superseded data were derived.
 DC1336
 DC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS888047(NAD 83)
 DC1336_MARKER: DJ = TIDAL STATION DISK
 DC1336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1336_SP_SET: COPPER-CLAD STEEL ROD
 DC1336_STAMPING: 0120 R 1977
 DC1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1336
 DC1336  HISTORY     - Date     Condition        Report By
 DC1336  HISTORY     - 1977     MONUMENTED       NOS
 DC1336  HISTORY     - 1978     GOOD             NGS
 DC1336
 DC1336                          STATION DESCRIPTION
 DC1336
 DC1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1336'IN IMPERIAL BEACH.
 DC1336'AT THE INTERSECTION OF ELM AVENUE AND CONNECTICUT STREET, 49 FT.
 DC1336'SOUTH OF THE CENTER LINE OF ELM, 60 FT. WEST OF THE CENTER LINE
 DC1336'OF CONNECTICUT STREET, 45 FT. NORTH OF A CHAIN LINK FENCE SURROUNDING
 DC1336'THE IMPERIAL BEACH ELEMENTRY SCHOOL, 1 FT. SOUTH OF THE EDGE OF A
 DC1336'SIDEWALK, SET FLUSH WITH THE GROUND, ACCESS TO WHICH IS HAD THOUGH A
 DC1336'4-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1333 ***********************************************************************
 DC1333  DESIGNATION -  941 0120 TIDAL 10
 DC1333  PID         -  DC1333
 DC1333  STATE/COUNTY-  CA/SAN DIEGO
 DC1333  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1333
 DC1333                         *CURRENT SURVEY CONTROL
 DC1333  ___________________________________________________________________
 DC1333* NAD 83(1986)-  32 35 02.     (N)    117 06 45.     (W)     SCALED    
 DC1333* NAVD 88     -         6.543  (meters)      21.47   (feet)  READJUSTED
 DC1333  ___________________________________________________________________
 DC1333  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DC1333  DYNAMIC HT  -           6.540 (meters)      21.46  (feet)  COMP
 DC1333  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 DC1333
 DC1333  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1333
 DC1333.The horizontal coordinates were scaled from a topographic map and have
 DC1333.an estimated accuracy of +/- 6 seconds.
 DC1333
 DC1333.The orthometric height was determined by differential leveling
 DC1333.and adjusted in February 1993.
 DC1333.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1333.mark was located on a no-check spur therefore a value was not computed.
 DC1333.The height was derived from older observations constrained to new
 DC1333.heights in a crustal motion area.  The height is approximate in
 DC1333.relation to other heights in its vicinity.
 DC1333.No vertical observational check was made to the station.
 DC1333
 DC1333.The geoid height was determined by GEOID03.
 DC1333
 DC1333.The dynamic height is computed by dividing the NAVD 88
 DC1333.geopotential number by the normal gravity value computed on the
 DC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1333.degrees latitude (g = 980.6199 gals.).
 DC1333
 DC1333.The modeled gravity was interpolated from observed gravity values.
 DC1333
 DC1333;                    North         East    Units  Estimated Accuracy
 DC1333;SPC CA 6     -   546,610.    1,919,020.      MT  (+/- 180 meters Scaled)
 DC1333
 DC1333                          SUPERSEDED SURVEY CONTROL
 DC1333
 DC1333  NGVD 29 (??/??/92)    5.910  (m)           19.39   (f) ADJ UNCH    1 1
 DC1333
 DC1333.Superseded values are not recommended for survey control.
 DC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1333.See file dsdata.txt to determine how the superseded data were derived.
 DC1333
 DC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS894051(NAD 83)
 DC1333_MARKER: DD = SURVEY DISK
 DC1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC1333_SP_SET: CONCRETE POST
 DC1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1333+STABILITY: SURFACE MOTION
 DC1333
 DC1333  HISTORY     - Date     Condition        Report By
 DC1333  HISTORY     - UNK      MONUMENTED       CADT
 DC1333  HISTORY     - 1978     GOOD             NGS
 DC1333
 DC1333                          STATION DESCRIPTION
 DC1333
 DC1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1333'IN IMPERIAL BEACH.
 DC1333'AT THE INTERSECTION OF PALM AVENUE AND EMORY STREET, 55 FT. EAST
 DC1333'OF THE CENTER LINE OF EMORY STREET, ON THE CENTER LINE OF THE
 DC1333'MEDIAN BARRIER, 0.2 FT. BELOW THE MEDIAN BARRIER PAVEMENT, ACCESS
 DC1333'TO WHICH IS HAD THOUGH A 7 INCH METAL COVER FLUSH WITH THE TOP OF
 DC1333'THE MEDIAM BARRIER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1332 ***********************************************************************
 DC1332  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1332  DESIGNATION -  941 0120 TIDAL 11
 DC1332  PID         -  DC1332
 DC1332  STATE/COUNTY-  CA/SAN DIEGO
 DC1332  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1332
 DC1332                         *CURRENT SURVEY CONTROL
 DC1332  ___________________________________________________________________
 DC1332* NAD 83(1986)-  32 35 01.     (N)    117 06 33.     (W)     SCALED    
 DC1332* NAVD 88     -         7.626  (meters)      25.02   (feet)  READJUSTED
 DC1332  ___________________________________________________________________
 DC1332  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DC1332  DYNAMIC HT  -           7.620 (meters)      25.00  (feet)  COMP
 DC1332  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 DC1332
 DC1332  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1332
 DC1332.The horizontal coordinates were scaled from a topographic map and have
 DC1332.an estimated accuracy of +/- 6 seconds.
 DC1332
 DC1332.The orthometric height was determined by differential leveling
 DC1332.and adjusted in February 1993.
 DC1332.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1332.mark was located on a no-check spur therefore a value was not computed.
 DC1332.The height was derived from older observations constrained to new
 DC1332.heights in a crustal motion area.  The height is approximate in
 DC1332.relation to other heights in its vicinity.
 DC1332.No vertical observational check was made to the station.
 DC1332
 DC1332.This Tidal Bench Mark is designated as VM 7957
 DC1332.by the Center for Operational Oceanographic Products and Services.
 DC1332
 DC1332.The geoid height was determined by GEOID03.
 DC1332
 DC1332.The dynamic height is computed by dividing the NAVD 88
 DC1332.geopotential number by the normal gravity value computed on the
 DC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1332.degrees latitude (g = 980.6199 gals.).
 DC1332
 DC1332.The modeled gravity was interpolated from observed gravity values.
 DC1332
 DC1332;                    North         East    Units  Estimated Accuracy
 DC1332;SPC CA 6     -   546,570.    1,919,330.      MT  (+/- 180 meters Scaled)
 DC1332
 DC1332                          SUPERSEDED SURVEY CONTROL
 DC1332
 DC1332  NGVD 29 (??/??/92)    6.994  (m)           22.95   (f) ADJ UNCH    1 1
 DC1332
 DC1332.Superseded values are not recommended for survey control.
 DC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1332.See file dsdata.txt to determine how the superseded data were derived.
 DC1332
 DC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS897051(NAD 83)
 DC1332_MARKER: DJ = TIDAL STATION DISK
 DC1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC1332_SP_SET: BUILDING
 DC1332_STAMPING: TIDAL BM 11 1974
 DC1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC1332+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DC1332
 DC1332  HISTORY     - Date     Condition        Report By
 DC1332  HISTORY     - 1974     MONUMENTED       NOS
 DC1332  HISTORY     - 1978     GOOD             NGS
 DC1332  HISTORY     - 20070817 GOOD             LOCSUR
 DC1332
 DC1332                          STATION DESCRIPTION
 DC1332
 DC1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1332'IN IMPERIAL BEACH.
 DC1332'AT THE INTERSECTION OF 11TH STREET AND PALM AVENUE,
 DC1332'35.2 EAST OF THE EAST CURB OF 8TH STREET, SET IN THE TOP OF THE
 DC1332'FOUNDATION OF THE BANK OF AMERICA BUILDING, 0.5 FT. SOUTH OF THE
 DC1332'SOUTH WALL OF THE BUILDING, 59.1 FT. WEST OF THE SOUTHEAST CORNER
 DC1332'OF THE BUILDING.
 DC1332
 DC1332                          STATION RECOVERY (2007)
 DC1332
 DC1332'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2007 (LJM)
 DC1332'STATION IS AS DESCRIBED.  IT IS SET IN A FOUNDATION CURB ON THE SOUTH
 DC1332'SIDE OF THE FORMER BANK BUILDING.  THE BUILDING IS AT THE SOUTHEASTERN
 DC1332'CORNER OF 11TH AND PALM AV.
 DC1332'H-HELD GPS COORDINATE IS-  N 32 35.008  W 117 06.634
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1339 ***********************************************************************
 DC1339  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1339  DESIGNATION -  941 0120 TIDAL 4
 DC1339  PID         -  DC1339
 DC1339  STATE/COUNTY-  CA/SAN DIEGO
 DC1339  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1339
 DC1339                         *CURRENT SURVEY CONTROL
 DC1339  ___________________________________________________________________
 DC1339* NAD 83(1986)-  32 34 44.     (N)    117 07 56.     (W)     SCALED    
 DC1339* NAVD 88     -         4.326  (meters)      14.19   (feet)  READJUSTED
 DC1339  ___________________________________________________________________
 DC1339  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DC1339  DYNAMIC HT  -           4.320 (meters)      14.17  (feet)  COMP
 DC1339  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 DC1339
 DC1339  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1339
 DC1339.The horizontal coordinates were scaled from a topographic map and have
 DC1339.an estimated accuracy of +/- 6 seconds.
 DC1339
 DC1339.The orthometric height was determined by differential leveling
 DC1339.and adjusted in February 1993.
 DC1339.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1339.mark was located on a no-check spur therefore a value was not computed.
 DC1339.The height was derived from older observations constrained to new
 DC1339.heights in a crustal motion area.  The height is approximate in
 DC1339.relation to other heights in its vicinity.
 DC1339.No vertical observational check was made to the station.
 DC1339
 DC1339.This Tidal Bench Mark is designated as VM 7952
 DC1339.by the Center for Operational Oceanographic Products and Services.
 DC1339
 DC1339.The geoid height was determined by GEOID03.
 DC1339
 DC1339.The dynamic height is computed by dividing the NAVD 88
 DC1339.geopotential number by the normal gravity value computed on the
 DC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1339.degrees latitude (g = 980.6199 gals.).
 DC1339
 DC1339.The modeled gravity was interpolated from observed gravity values.
 DC1339
 DC1339;                    North         East    Units  Estimated Accuracy
 DC1339;SPC CA 6     -   546,070.    1,917,160.      MT  (+/- 180 meters Scaled)
 DC1339
 DC1339                          SUPERSEDED SURVEY CONTROL
 DC1339
 DC1339  NGVD 29 (??/??/92)    3.694  (m)           12.12   (f) ADJ UNCH    1 1
 DC1339
 DC1339.Superseded values are not recommended for survey control.
 DC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1339.See file dsdata.txt to determine how the superseded data were derived.
 DC1339
 DC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS875046(NAD 83)
 DC1339_MARKER: DJ = TIDAL STATION DISK
 DC1339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1339_SP_SET: CURB
 DC1339_STAMPING: TIDAL 4 1972
 DC1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1339
 DC1339  HISTORY     - Date     Condition        Report By
 DC1339  HISTORY     - 1972     MONUMENTED       NGS
 DC1339  HISTORY     - 1978     GOOD             NGS
 DC1339
 DC1339                          STATION DESCRIPTION
 DC1339
 DC1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1339'IN IMPERIAL BEACH.
 DC1339'AT THE INTERSECTION OF 1ST AND ELDER, 104 FT. WEST-NORTHWEST OF
 DC1339'THE INTERSECTION, SET IN THE NORTH CURB OF ELDER, 1 FT. EAST OF
 DC1339'A TWO HOUR PARKING SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1337 ***********************************************************************
 DC1337  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1337  DESIGNATION -  941 0120 TIDAL 7
 DC1337  PID         -  DC1337
 DC1337  STATE/COUNTY-  CA/SAN DIEGO
 DC1337  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1337
 DC1337                         *CURRENT SURVEY CONTROL
 DC1337  ___________________________________________________________________
 DC1337* NAD 83(1986)-  32 34 48.     (N)    117 07 19.     (W)     SCALED    
 DC1337* NAVD 88     -         5.688  (meters)      18.66   (feet)  READJUSTED
 DC1337  ___________________________________________________________________
 DC1337  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 DC1337  DYNAMIC HT  -           5.680 (meters)      18.64  (feet)  COMP
 DC1337  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 DC1337
 DC1337  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1337
 DC1337.The horizontal coordinates were scaled from a topographic map and have
 DC1337.an estimated accuracy of +/- 6 seconds.
 DC1337
 DC1337.The orthometric height was determined by differential leveling
 DC1337.and adjusted in February 1993.
 DC1337.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1337.mark was located on a no-check spur therefore a value was not computed.
 DC1337.The height was derived from older observations constrained to new
 DC1337.heights in a crustal motion area.  The height is approximate in
 DC1337.relation to other heights in its vicinity.
 DC1337.No vertical observational check was made to the station.
 DC1337
 DC1337.This Tidal Bench Mark is designated as VM 7954
 DC1337.by the Center for Operational Oceanographic Products and Services.
 DC1337
 DC1337.This Tidal Bench Mark is designated as VM 15661
 DC1337.by the Center for Operational Oceanographic Products and Services.
 DC1337
 DC1337.The geoid height was determined by GEOID03.
 DC1337
 DC1337.The dynamic height is computed by dividing the NAVD 88
 DC1337.geopotential number by the normal gravity value computed on the
 DC1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1337.degrees latitude (g = 980.6199 gals.).
 DC1337
 DC1337.The modeled gravity was interpolated from observed gravity values.
 DC1337
 DC1337;                    North         East    Units  Estimated Accuracy
 DC1337;SPC CA 6     -   546,180.    1,918,130.      MT  (+/- 180 meters Scaled)
 DC1337
 DC1337                          SUPERSEDED SURVEY CONTROL
 DC1337
 DC1337  NGVD 29 (??/??/92)    5.056  (m)           16.59   (f) ADJ UNCH    1 1
 DC1337
 DC1337.Superseded values are not recommended for survey control.
 DC1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1337.See file dsdata.txt to determine how the superseded data were derived.
 DC1337
 DC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS885047(NAD 83)
 DC1337_MARKER: DJ = TIDAL STATION DISK
 DC1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1337_SP_SET: FLAGPOLE FOUNDATION
 DC1337_STAMPING: TIDAL BM 7 1974
 DC1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1337
 DC1337  HISTORY     - Date     Condition        Report By
 DC1337  HISTORY     - 1974     MONUMENTED       NOS
 DC1337  HISTORY     - 1978     GOOD             NGS
 DC1337
 DC1337                          STATION DESCRIPTION
 DC1337
 DC1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1337'IN IMPERIAL BEACH.
 DC1337'AT MAR VISTA HIGH SCHOOL AT 505 ELM AVENUE, NEAR THE INTERSECTION
 DC1337'OF ELM AND 5TH STREET, 76.9 FT. SOUTH OF THE CENTER LINE OF ELM,
 DC1337'170 FT. EAST OF THE THE EXTENTED CENTER LINE OF
 DC1337'5TH STREET, SET FLUSH IN THE TOP OF THE 10 FT. DIAMETER CONCRETE
 DC1337'FLAGPOLE FOUNDATION IN FRONT OF THE ENTRANCE TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1335 ***********************************************************************
 DC1335  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1335  DESIGNATION -  941 0120 TIDAL 8
 DC1335  PID         -  DC1335
 DC1335  STATE/COUNTY-  CA/SAN DIEGO
 DC1335  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1335
 DC1335                         *CURRENT SURVEY CONTROL
 DC1335  ___________________________________________________________________
 DC1335* NAD 83(1986)-  32 34 48.     (N)    117 06 56.     (W)     SCALED    
 DC1335* NAVD 88     -         6.971  (meters)      22.87   (feet)  READJUSTED
 DC1335  ___________________________________________________________________
 DC1335  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DC1335  DYNAMIC HT  -           6.960 (meters)      22.83  (feet)  COMP
 DC1335  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 DC1335
 DC1335  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1335
 DC1335.The horizontal coordinates were scaled from a topographic map and have
 DC1335.an estimated accuracy of +/- 6 seconds.
 DC1335
 DC1335.The orthometric height was determined by differential leveling
 DC1335.and adjusted in February 1993.
 DC1335.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1335.mark was located on a no-check spur therefore a value was not computed.
 DC1335.The height was derived from older observations constrained to new
 DC1335.heights in a crustal motion area.  The height is approximate in
 DC1335.relation to other heights in its vicinity.
 DC1335.No vertical observational check was made to the station.
 DC1335
 DC1335.This Tidal Bench Mark is designated as VM 7955
 DC1335.by the Center for Operational Oceanographic Products and Services.
 DC1335
 DC1335.The geoid height was determined by GEOID03.
 DC1335
 DC1335.The dynamic height is computed by dividing the NAVD 88
 DC1335.geopotential number by the normal gravity value computed on the
 DC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1335.degrees latitude (g = 980.6199 gals.).
 DC1335
 DC1335.The modeled gravity was interpolated from observed gravity values.
 DC1335
 DC1335;                    North         East    Units  Estimated Accuracy
 DC1335;SPC CA 6     -   546,180.    1,918,730.      MT  (+/- 180 meters Scaled)
 DC1335
 DC1335                          SUPERSEDED SURVEY CONTROL
 DC1335
 DC1335  NGVD 29 (??/??/92)    6.338  (m)           20.79   (f) ADJ UNCH    1 1
 DC1335
 DC1335.Superseded values are not recommended for survey control.
 DC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1335.See file dsdata.txt to determine how the superseded data were derived.
 DC1335
 DC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS891047(NAD 83)
 DC1335_MARKER: DJ = TIDAL STATION DISK
 DC1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1335_SP_SET: SIDEWALK
 DC1335_STAMPING: TIDAL BM 8 1974
 DC1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1335+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DC1335
 DC1335  HISTORY     - Date     Condition        Report By
 DC1335  HISTORY     - 1974     MONUMENTED       NOS
 DC1335  HISTORY     - 1978     GOOD             NGS
 DC1335  HISTORY     - 20070817 GOOD             LOCSUR
 DC1335
 DC1335                          STATION DESCRIPTION
 DC1335
 DC1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1335'IN IMPERIAL BEACH.
 DC1335'AT THE INTERSECTION OF 8TH STREET AND ENCINA AVENUE, 21 FT. SOUTH
 DC1335'OF THE CENTER LINE OF ENCINA, 275 FT. NORTH OF THE NORTH WALL
 DC1335'OF THE BOYS CLUB OF IMPERIAL BEACH, 33 FT. EAST OF POWER POLE 88689,
 DC1335'SET FLUSH IN THE CENTER OF THE NORTH END OF THE SIDEWALK THAT LEADS
 DC1335'TO THE BOYS CLUB.
 DC1335
 DC1335                          STATION RECOVERY (2007)
 DC1335
 DC1335'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2007 (LJM)
 DC1335'STATION IS AS DESCRIBED.  BLDG IS STILL BOYS CLUB.  POWER POLE STILL
 DC1335'THERE.
 DC1335'H-HELD GPS COORDINATE IS-  N 32 34.809  W 117 06.932
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1334 ***********************************************************************
 DC1334  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1334  DESIGNATION -  941 0120 TIDAL 9
 DC1334  PID         -  DC1334
 DC1334  STATE/COUNTY-  CA/SAN DIEGO
 DC1334  USGS QUAD   -  IMPERIAL BEACH (1975)
 DC1334
 DC1334                         *CURRENT SURVEY CONTROL
 DC1334  ___________________________________________________________________
 DC1334* NAD 83(1986)-  32 34 57.     (N)    117 06 48.     (W)     SCALED    
 DC1334* NAVD 88     -         7.025  (meters)      23.05   (feet)  READJUSTED
 DC1334  ___________________________________________________________________
 DC1334  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DC1334  DYNAMIC HT  -           7.020 (meters)      23.03  (feet)  COMP
 DC1334  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 DC1334
 DC1334  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1334
 DC1334.The horizontal coordinates were scaled from a topographic map and have
 DC1334.an estimated accuracy of +/- 6 seconds.
 DC1334
 DC1334.The orthometric height was determined by differential leveling
 DC1334.and adjusted in February 1993.
 DC1334.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1334.mark was located on a no-check spur therefore a value was not computed.
 DC1334.The height was derived from older observations constrained to new
 DC1334.heights in a crustal motion area.  The height is approximate in
 DC1334.relation to other heights in its vicinity.
 DC1334.No vertical observational check was made to the station.
 DC1334
 DC1334.This Tidal Bench Mark is designated as VM 7956
 DC1334.by the Center for Operational Oceanographic Products and Services.
 DC1334
 DC1334.The geoid height was determined by GEOID03.
 DC1334
 DC1334.The dynamic height is computed by dividing the NAVD 88
 DC1334.geopotential number by the normal gravity value computed on the
 DC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1334.degrees latitude (g = 980.6199 gals.).
 DC1334
 DC1334.The modeled gravity was interpolated from observed gravity values.
 DC1334
 DC1334;                    North         East    Units  Estimated Accuracy
 DC1334;SPC CA 6     -   546,450.    1,918,940.      MT  (+/- 180 meters Scaled)
 DC1334
 DC1334                          SUPERSEDED SURVEY CONTROL
 DC1334
 DC1334  NGVD 29 (??/??/92)    6.392  (m)           20.97   (f) ADJ UNCH    1 1
 DC1334
 DC1334.Superseded values are not recommended for survey control.
 DC1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1334.See file dsdata.txt to determine how the superseded data were derived.
 DC1334
 DC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS893050(NAD 83)
 DC1334_MARKER: DJ = TIDAL STATION DISK
 DC1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1334_SP_SET: LOADING DOCK
 DC1334_STAMPING: TIDAL BM 9 1974
 DC1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1334
 DC1334  HISTORY     - Date     Condition        Report By
 DC1334  HISTORY     - 1974     MONUMENTED       NOS
 DC1334  HISTORY     - 1978     GOOD             NGS
 DC1334  HISTORY     - 20070821 GOOD             LOCSUR
 DC1334
 DC1334                          STATION DESCRIPTION
 DC1334
 DC1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1334'IN IMPERIAL BEACH.
 DC1334'AT THE INTERSECTION OF DONAX AVENUE AND EMORY STREET, 54.8 FT. WEST
 DC1334'OF THE WEST CURB OF EMORY, 105 FT. NORTH OF THE NORTH CURB OF DONAX,
 DC1334'SET IN THE TOP OF THE LOADING PLATFROM AT THE U.S. POST OFFICE,
 DC1334'11.6 FT. NORTH OF THE SOUTH END OF THE PLATFORM, 0.8 FT. WEST OF
 DC1334'THE EAST EDGE OF THE PLATFORM, 0.8 FT. ABOVE THE PAVEMENT.
 DC1334
 DC1334                          STATION RECOVERY (2007)
 DC1334
 DC1334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2007 (LJM)
 DC1334'FOUND AS DESCRIBED.
 DC1334'N 32  34.951 W 117  06.798
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0753 ***********************************************************************
 DC0753  DESIGNATION -  941 0152 TIDAL 5
 DC0753  PID         -  DC0753
 DC0753  STATE/COUNTY-  CA/SAN DIEGO
 DC0753  USGS QUAD   -  NATIONAL CITY (1975)
 DC0753
 DC0753                         *CURRENT SURVEY CONTROL
 DC0753  ___________________________________________________________________
 DC0753* NAD 83(1986)-  32 39 42.     (N)    117 06 34.     (W)     SCALED    
 DC0753* NAVD 88     -         8.458  (meters)      27.75   (feet)  ADJUSTED  
 DC0753  ___________________________________________________________________
 DC0753  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC0753  DYNAMIC HT  -           8.448 (meters)      27.72  (feet)  COMP
 DC0753  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 DC0753
 DC0753  VERT ORDER  -  FIRST     CLASS I
 DC0753
 DC0753.The horizontal coordinates were scaled from a topographic map and have
 DC0753.an estimated accuracy of +/- 6 seconds.
 DC0753
 DC0753.The orthometric height was determined by differential leveling
 DC0753.and adjusted in June 1991.
 DC0753.WARNING-Repeat measurements at this control monument indicate possible
 DC0753.vertical movement.
 DC0753
 DC0753.The geoid height was determined by GEOID03.
 DC0753
 DC0753.The dynamic height is computed by dividing the NAVD 88
 DC0753.geopotential number by the normal gravity value computed on the
 DC0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0753.degrees latitude (g = 980.6199 gals.).
 DC0753
 DC0753.The modeled gravity was interpolated from observed gravity values.
 DC0753
 DC0753;                    North         East    Units  Estimated Accuracy
 DC0753;SPC CA 6     -   555,230.    1,919,380.      MT  (+/- 180 meters Scaled)
 DC0753
 DC0753                          SUPERSEDED SURVEY CONTROL
 DC0753
 DC0753  NGVD 29 (??/??/92)    7.823  (m)           25.67   (f) ADJ UNCH    1 1
 DC0753
 DC0753.Superseded values are not recommended for survey control.
 DC0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0753.See file dsdata.txt to determine how the superseded data were derived.
 DC0753
 DC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS897137(NAD 83)
 DC0753_MARKER: DJ = TIDAL STATION DISK
 DC0753_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DC0753_SP_SET: CURB
 DC0753_STAMPING: 5 1954
 DC0753_MARK LOGO: CGS   
 DC0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0753
 DC0753  HISTORY     - Date     Condition        Report By
 DC0753  HISTORY     - 1954     MONUMENTED       CGS
 DC0753  HISTORY     - 1962     GOOD             NGS
 DC0753  HISTORY     - 1970     GOOD             CA-073
 DC0753  HISTORY     - 1978     GOOD             NGS
 DC0753  HISTORY     - 1987     GOOD             NGS
 DC0753  HISTORY     - 19961005 GOOD             USPSQD
 DC0753
 DC0753                          STATION DESCRIPTION
 DC0753
 DC0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0753'AT NATIONAL CITY.
 DC0753'THE MARK IS LOCATED AT NATIONAL CITY, AT THE INTERSECTION OF WEST
 DC0753'TWENTY-SECOND STREET AND MC KINLEY AVENUE, IN THE TOP OF THE
 DC0753'EAST CONCRETE CURB OF THE AVENUE, 15.3 FEET NORTH OF THE NORTH
 DC0753'CURB OF THE STREET, 2.3 FEET WEST OF THE WEST EDGE OF A FIRE
 DC0753'HYDRANT, 1.4 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 DC0753'ALONG THE NORTH SIDE OF THE STREET, AND ABOUT LEVEL WITH THE
 DC0753'STREET.
 DC0753
 DC0753                          STATION RECOVERY (1970)
 DC0753
 DC0753'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0753'RECOVERED IN GOOD CONDITION.
 DC0753
 DC0753                          STATION RECOVERY (1978)
 DC0753
 DC0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0753'RECOVERED IN GOOD CONDITION.
 DC0753
 DC0753                          STATION RECOVERY (1987)
 DC0753
 DC0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0753'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.30
 DC0753'MI) SOUTH ALONG HARBOR DRIVE FROM THE INTERSECTION OF 8TH STREET IN
 DC0753'NATIONAL CITY, THENCE 0.9 KM (0.55 MI) SOUTH ALONG CLEVELAND AVENUE,
 DC0753'THENCE 0.12 KM (0.05 MI) EAST ALONG 22ND STREET, AT THE T-JUNCTION OF
 DC0753'MCKINLEY AVENUE, IN TOP OF THE EAST CURB OF THE AVENUE, 12.6 M (41.3
 DC0753'FT) NORTH OF THE EXTENDED CENTERLINE OF THE STREET, 1.8 M (5.9 FT)
 DC0753'SOUTH OF OF A POWER POLE, 0.7 M (2.3 FT) WEST OF A FIRE HYDRANT.
 DC0753'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DC0753
 DC0753                          STATION RECOVERY (1996)
 DC0753
 DC0753'RECOVERY NOTE BY US POWER SQUADRON 1996
 DC0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0811 ***********************************************************************
 DC0811  DESIGNATION -  941 0166 TIDAL 16
 DC0811  PID         -  DC0811
 DC0811  STATE/COUNTY-  CA/SAN DIEGO
 DC0811  USGS QUAD   -  POINT LOMA (1994)
 DC0811
 DC0811                         *CURRENT SURVEY CONTROL
 DC0811  ___________________________________________________________________
 DC0811* NAD 83(1986)-  32 42 06.     (N)    117 14 24.     (W)     SCALED    
 DC0811* NAVD 88     -         9.173  (meters)      30.10   (feet)  READJUSTED
 DC0811  ___________________________________________________________________
 DC0811  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DC0811  DYNAMIC HT  -           9.160 (meters)      30.05  (feet)  COMP
 DC0811  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DC0811
 DC0811  VERT ORDER  -  * READJUSTED, Code D , SEE BELOW
 DC0811
 DC0811.The horizontal coordinates were scaled from a topographic map and have
 DC0811.an estimated accuracy of +/- 6 seconds.
 DC0811
 DC0811.The orthometric height was determined by differential leveling
 DC0811.and adjusted in July 2002.
 DC0811.* This is a READJUSTED BENCH MARK height.  Code D indicates a
 DC0811.distribution rate of 3.1 thru 4.0 mm/km.
 DC0811.The height was derived from older observations constrained to new
 DC0811.heights in a crustal motion area.  The height is approximate in
 DC0811.relation to other heights in its vicinity.
 DC0811
 DC0811.The geoid height was determined by GEOID03.
 DC0811
 DC0811.The dynamic height is computed by dividing the NAVD 88
 DC0811.geopotential number by the normal gravity value computed on the
 DC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0811.degrees latitude (g = 980.6199 gals.).
 DC0811
 DC0811.The modeled gravity was interpolated from observed gravity values.
 DC0811
 DC0811;                    North         East    Units  Estimated Accuracy
 DC0811;SPC CA 6     -   559,770.    1,907,170.      MT  (+/- 180 meters Scaled)
 DC0811
 DC0811                          SUPERSEDED SURVEY CONTROL
 DC0811
 DC0811  NGVD 29 (??/??/??)    8.512  (m)           27.93   (f) ADJUSTED    1 1
 DC0811
 DC0811.Superseded values are not recommended for survey control.
 DC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0811.See file dsdata.txt to determine how the superseded data were derived.
 DC0811
 DC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS775182(NAD 83)
 DC0811_MARKER: DJ = TIDAL STATION DISK
 DC0811_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DC0811_SP_SET: BOILER ROOM BUILDING WALL
 DC0811_STAMPING: NO 16
 DC0811_MARK LOGO: CGS   
 DC0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0811+STABILITY: POSITION/ELEVATION WELL
 DC0811
 DC0811  HISTORY     - Date     Condition        Report By
 DC0811  HISTORY     - UNK      MONUMENTED       CGS
 DC0811  HISTORY     - 1962     GOOD             NGS
 DC0811  HISTORY     - 1970     GOOD             NGS
 DC0811  HISTORY     - 1990     GOOD             USPSQD
 DC0811  HISTORY     - 19970222 GOOD             NOS
 DC0811
 DC0811                          STATION DESCRIPTION
 DC0811
 DC0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0811'1.2 MI N FROM BALLAST POINT.
 DC0811'THE MARK IS REACHED BY GOING 1.2 MILES NORTH ALONG A PAVED ROAD
 DC0811'FROM THE LIGHTHOUSE AT BALLAST POINT, THENCE 0.4 MILES NORTH
 DC0811'ALONG ROSECRANS STREET.  IT IS AT THE U.S. NAVY SUPPLY DEPOT,
 DC0811'SET VERTICALLY IN THE NORTH CONCRETE WALL OF BUILDING 2 (BOILER
 DC0811'ROOM), 97 FEET NORTH-NORTHWEST OF THE JUNCTION OF ROSECRANS
 DC0811'STREET AND SEIFERT DRIVE, 31 FEET WEST OF WEST CURB OF
 DC0811'ROSECRANS STREET, 1.1 FEET WEST OF THE NORTHEAST CORNER OF THE
 DC0811'BUILDING, AND 1.4 FEET ABOVE THE GROUND.  NOTE-- PREVIOUSLY
 DC0811'DESIGNATED TIDAL BENCH MARK 16 (1922).
 DC0811
 DC0811                          STATION RECOVERY (1970)
 DC0811
 DC0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DC0811'RECOVERED IN GOOD CONDITION.
 DC0811
 DC0811                          STATION RECOVERY (1990)
 DC0811
 DC0811'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DC0811'RECOVERED IN GOOD CONDITION.
 DC0811
 DC0811                          STATION RECOVERY (1997)
 DC0811
 DC0811'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (JGF)
 DC0811'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0812 ***********************************************************************
 DC0812  DESIGNATION -  941 0166 TIDAL 17 RESET
 DC0812  PID         -  DC0812
 DC0812  STATE/COUNTY-  CA/SAN DIEGO
 DC0812  USGS QUAD   -  POINT LOMA (1994)
 DC0812
 DC0812                         *CURRENT SURVEY CONTROL
 DC0812  ___________________________________________________________________
 DC0812* NAD 83(1986)-  32 42 05.     (N)    117 14 25.     (W)     SCALED    
 DC0812* NAVD 88     -         8.718  (meters)      28.60   (feet)  READJUSTED
 DC0812  ___________________________________________________________________
 DC0812  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DC0812  DYNAMIC HT  -           8.710 (meters)      28.58  (feet)  COMP
 DC0812  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 DC0812
 DC0812  VERT ORDER  -  * READJUSTED, Code C , SEE BELOW
 DC0812
 DC0812.The horizontal coordinates were scaled from a topographic map and have
 DC0812.an estimated accuracy of +/- 6 seconds.
 DC0812
 DC0812.The orthometric height was determined by differential leveling
 DC0812.and adjusted in July 2002.
 DC0812.* This is a READJUSTED BENCH MARK height.  Code C indicates a
 DC0812.distribution rate of 2.1 thru 3.0 mm/km.
 DC0812.The height was derived from older observations constrained to new
 DC0812.heights in a crustal motion area.  The height is approximate in
 DC0812.relation to other heights in its vicinity.
 DC0812
 DC0812.The geoid height was determined by GEOID03.
 DC0812
 DC0812.The dynamic height is computed by dividing the NAVD 88
 DC0812.geopotential number by the normal gravity value computed on the
 DC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0812.degrees latitude (g = 980.6199 gals.).
 DC0812
 DC0812.The modeled gravity was interpolated from observed gravity values.
 DC0812
 DC0812;                    North         East    Units  Estimated Accuracy
 DC0812;SPC CA 6     -   559,740.    1,907,150.      MT  (+/- 180 meters Scaled)
 DC0812
 DC0812                          SUPERSEDED SURVEY CONTROL
 DC0812
 DC0812  NGVD 29 (??/??/??)    8.058  (m)           26.44   (f) ADJUSTED    1 1
 DC0812
 DC0812.Superseded values are not recommended for survey control.
 DC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0812.See file dsdata.txt to determine how the superseded data were derived.
 DC0812
 DC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS774182(NAD 83)
 DC0812_MARKER: DJ = TIDAL STATION DISK
 DC0812_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DC0812_SP_SET: FOUNDATION
 DC0812_STAMPING: NO 17 RESET 1954
 DC0812_MARK LOGO: CGS   
 DC0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0812+STABILITY: SURFACE MOTION
 DC0812
 DC0812  HISTORY     - Date     Condition        Report By
 DC0812  HISTORY     - 1954     MONUMENTED       CGS
 DC0812  HISTORY     - 1962     GOOD             NGS
 DC0812  HISTORY     - 1970     GOOD             CA-073
 DC0812  HISTORY     - 1978     GOOD             NGS
 DC0812  HISTORY     - 19970122 GOOD             NGS
 DC0812
 DC0812                          STATION DESCRIPTION
 DC0812
 DC0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0812'1.6 MI N FROM BALLAST POINT.
 DC0812'THE MARK IS REACHED BY GOING NORTH 1.2 MILES ALONG A PAVED
 DC0812'ROAD FROM THE LIGHTHOUSE AT BALLAST POINT, THENCE 0.4 MILE
 DC0812'NORTH ALONG ROSECRANS STREET.  IT IS LOCATED AT THE U.S. NAVY
 DC0812'SUPPLY DEPOT, AT THE INTERSECTION OF SEIFERT DRIVE LEADING
 DC0812'WEST, AT BUILDING 2 (BOILER ROOM), IN THE TOP OF THE SOUTHEAST
 DC0812'CORNER OF AN OLD CONCRETE FOUNDATION, 49.9 FEET WEST OF WEST
 DC0812'CURB OF THE STREET, 22.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 DC0812'OF THE BUILDING, 13.5 FEET NORTH OF THE NORTH CURB OF THE DRIVE,
 DC0812'10.3 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING AND ABOUT LEVEL
 DC0812'WITH THE LAWN.
 DC0812
 DC0812                          STATION RECOVERY (1970)
 DC0812
 DC0812'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0812'RECOVERED IN GOOD CONDITION.
 DC0812
 DC0812                          STATION RECOVERY (1978)
 DC0812
 DC0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0812'NOT LEVELED THIS RECOVERY DATE.
 DC0812
 DC0812                          STATION RECOVERY (1997)
 DC0812
 DC0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 DC0812'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0814 ***********************************************************************
 DC0814  DESIGNATION -  941 0166 TIDAL 9
 DC0814  PID         -  DC0814
 DC0814  STATE/COUNTY-  CA/SAN DIEGO
 DC0814  USGS QUAD   -  POINT LOMA (1994)
 DC0814
 DC0814                         *CURRENT SURVEY CONTROL
 DC0814  ___________________________________________________________________
 DC0814* NAD 83(1986)-  32 42 12.     (N)    117 14 09.     (W)     SCALED    
 DC0814* NAVD 88     -         2.587  (meters)       8.49   (feet)  READJUSTED
 DC0814  ___________________________________________________________________
 DC0814  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DC0814  DYNAMIC HT  -           2.580 (meters)       8.46  (feet)  COMP
 DC0814  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 DC0814
 DC0814  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC0814
 DC0814.The horizontal coordinates were scaled from a topographic map and have
 DC0814.an estimated accuracy of +/- 6 seconds.
 DC0814
 DC0814.The orthometric height was determined by differential leveling
 DC0814.and adjusted in July 2002.
 DC0814.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC0814.distribution rate of 0.0 thru 1.0 mm/km.
 DC0814.The height was derived from older observations constrained to new
 DC0814.heights in a crustal motion area.  The height is approximate in
 DC0814.relation to other heights in its vicinity.
 DC0814
 DC0814.The geoid height was determined by GEOID03.
 DC0814
 DC0814.The dynamic height is computed by dividing the NAVD 88
 DC0814.geopotential number by the normal gravity value computed on the
 DC0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0814.degrees latitude (g = 980.6199 gals.).
 DC0814
 DC0814.The modeled gravity was interpolated from observed gravity values.
 DC0814
 DC0814;                    North         East    Units  Estimated Accuracy
 DC0814;SPC CA 6     -   559,960.    1,907,560.      MT  (+/- 180 meters Scaled)
 DC0814
 DC0814                          SUPERSEDED SURVEY CONTROL
 DC0814
 DC0814  NGVD 29 (??/??/??)    1.926  (m)            6.32   (f) ADJUSTED    1 1
 DC0814
 DC0814.Superseded values are not recommended for survey control.
 DC0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0814.See file dsdata.txt to determine how the superseded data were derived.
 DC0814
 DC0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS778184(NAD 83)
 DC0814_MARKER: DJ = TIDAL STATION DISK
 DC0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0814_SP_SET: STREET LIGHT
 DC0814_STAMPING: NO 9
 DC0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0814
 DC0814  HISTORY     - Date     Condition        Report By
 DC0814  HISTORY     - UNK      MONUMENTED       CGS
 DC0814  HISTORY     - 1962     GOOD             NGS
 DC0814  HISTORY     - 1970     GOOD             CA-073
 DC0814  HISTORY     - 1978     MARK NOT FOUND   NGS
 DC0814
 DC0814                          STATION DESCRIPTION
 DC0814
 DC0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0814'1.3 MI S FROM POINT LOMA.
 DC0814'THE MARK IS LOCATED ON THE GROUNDS OF THE U.S. QUARANTINE
 DC0814'STATION (LA PLAYA), SET IN THE TOP OF THE SOUTHEAST CORNER OF
 DC0814'THE CONCRETE FOUNDATION FOR A STREET LIGHT, 107.2 FEET SOUTHWEST
 DC0814'OF THE SOUTHWEST CORNER OF A WOODEN DOCK, 99.6 FEET WEST OF
 DC0814'THE WEST EDGE OF A CONCRETE SEA WALL, 33.1 FEET NORTHWEST OF
 DC0814'THE NORTHWEST CORNER OF BUILDING 110, 20.9 FEET EAST OF THE
 DC0814'EAST EDGE OF A NORTH-SOUTH SIDEWALK AND ABOUT 1 FOOT HIGHER THAN
 DC0814'THE SIDEWALK.  NOTE-- PREVIOUSLY DESIGNATED TIDAL BENCH MARK 9
 DC0814'(1922).
 DC0814
 DC0814                          STATION RECOVERY (1970)
 DC0814
 DC0814'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970
 DC0814'RECOVERED IN GOOD CONDITION.
 DC0814
 DC0814                          STATION RECOVERY (1978)
 DC0814
 DC0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1323 ***********************************************************************
 DC1323  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1323  DESIGNATION -  941 0170 N TIDAL
 DC1323  PID         -  DC1323
 DC1323  STATE/COUNTY-  CA/SAN DIEGO
 DC1323  USGS QUAD   -  POINT LOMA (1994)
 DC1323
 DC1323                         *CURRENT SURVEY CONTROL
 DC1323  ___________________________________________________________________
 DC1323* NAD 83(1986)-  32 44 56.02   (N)    117 10 19.63   (W)     HD_HELD1  
 DC1323* NAVD 88     -         4.538  (meters)      14.89   (feet)  ADJUSTED  
 DC1323  ___________________________________________________________________
 DC1323  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DC1323  DYNAMIC HT  -           4.533 (meters)      14.87  (feet)  COMP
 DC1323  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 DC1323
 DC1323  VERT ORDER  -  FIRST     CLASS I
 DC1323
 DC1323.The horizontal coordinates were established by differentially corrected
 DC1323.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DC1323
 DC1323.The orthometric height was determined by differential leveling
 DC1323.and adjusted in June 1991.
 DC1323.WARNING-Repeat measurements at this control monument indicate possible
 DC1323.vertical movement.
 DC1323
 DC1323.This Tidal Bench Mark is designated as VM 910
 DC1323.by the Center for Operational Oceanographic Products and Services.
 DC1323
 DC1323.Photographs are available for this station.
 DC1323
 DC1323.The geoid height was determined by GEOID03.
 DC1323
 DC1323.The dynamic height is computed by dividing the NAVD 88
 DC1323.geopotential number by the normal gravity value computed on the
 DC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1323.degrees latitude (g = 980.6199 gals.).
 DC1323
 DC1323.The modeled gravity was interpolated from observed gravity values.
 DC1323
 DC1323;                    North         East    Units  Estimated Accuracy
 DC1323;SPC CA 6     -   564,953.0   1,913,582.3     MT  (+/- 3 meters HH1 GPS) 
 DC1323
 DC1323                          SUPERSEDED SURVEY CONTROL
 DC1323
 DC1323  NGVD 29 (??/??/92)    3.905  (m)           12.81   (f) ADJ UNCH    1 1
 DC1323
 DC1323.Superseded values are not recommended for survey control.
 DC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1323.See file dsdata.txt to determine how the superseded data were derived.
 DC1323
 DC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8387623463(NAD 83)
 DC1323_MARKER: DJ = TIDAL STATION DISK
 DC1323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1323_SP_SET: COPPER-CLAD STEEL ROD
 DC1323_STAMPING: 0170 N 1977
 DC1323_MARK LOGO: NOS   
 DC1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC1323+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 DC1323
 DC1323  HISTORY     - Date     Condition        Report By
 DC1323  HISTORY     - 1977     MONUMENTED       NOS
 DC1323  HISTORY     - 1978     GOOD             NGS
 DC1323  HISTORY     - 1987     GOOD             NGS
 DC1323  HISTORY     - 1990     GOOD             USPSQD
 DC1323  HISTORY     - 19971206 GOOD             USPSQD
 DC1323  HISTORY     - 20021207 GOOD             USPSQD
 DC1323  HISTORY     - 20070529 GOOD             GEOCAC
 DC1323  HISTORY     - 20070615 GOOD             NGS
 DC1323  HISTORY     - 20080816 GOOD             GEOCAC
 DC1323
 DC1323                          STATION DESCRIPTION
 DC1323
 DC1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1323'IN SAN DIEGO.
 DC1323'AT THE INTERSECTION OF BROADWAY AND HARBOR DRIVE, 305 FT. EAST
 DC1323'OF THE CENTER LINE OF HARBOR DRIVE, 54 FT. SOUTH OF THE CENTER
 DC1323'LINE OF BROADWAY, 16 FT. NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DC1323'THE HEADQUARTERS BUILDING OF THE 11TH AND 12TH NAVAL DESTRICTS, 9.7
 DC1323'FT. SOUTH OF A GENERAL ELECTRIC CONTROL STAND, PROJECTING 2 INCHES
 DC1323'ABOVE THE GROUND AND INCASED IN AN UNCAPPED 4 INCH PVC PIPE.
 DC1323
 DC1323                          STATION RECOVERY (1987)
 DC1323
 DC1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1323'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN DIEGO,
 DC1323'IN THE SOUTHEAST CORNER OF THE T-JUNCTION OF BROADWAY AND HARBOR
 DC1323'DRIVE, 92.9 M (304.8 FT) EAST OF THE DRIVE CENTERLINE, 16.4 M (53.8
 DC1323'FT) SOUTH OF THE CENTERLINE OF BROADWAY, 4.9 M (16.1 FT) NORTHEAST OF
 DC1323'THE NORTHEAST CORNER OF THE 11TH NAVAL HEADQUARTERS BUILDING, 2.9 M
 DC1323'(9.5 FT) SOUTH OF A GENERAL ELECTRIC JUNCTION BOX.
 DC1323'THE MARK IS ABOVE LEVEL WITH BROADWAY.
 DC1323
 DC1323                          STATION RECOVERY (1990)
 DC1323
 DC1323'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DC1323'RECOVERED IN GOOD CONDITION.
 DC1323
 DC1323                          STATION RECOVERY (1997)
 DC1323
 DC1323'RECOVERY NOTE BY US POWER SQUADRON 1997
 DC1323'RECOVERED IN GOOD CONDITION.
 DC1323
 DC1323                          STATION RECOVERY (2002)
 DC1323
 DC1323'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DC1323'RECOVERED IN GOOD CONDITION.
 DC1323
 DC1323                          STATION RECOVERY (2007)
 DC1323
 DC1323'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DC1323'RECOVERED IN GOOD CONDITION.
 DC1323
 DC1323                          STATION RECOVERY (2007)
 DC1323
 DC1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DRD)
 DC1323'RECOVERED IN GOOD CONDITION.
 DC1323
 DC1323                          STATION RECOVERY (2008)
 DC1323
 DC1323'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC1323'POSITION ESTIMATE N23 42 56.01 W 117 10 19.60.  DISK BENT DOWWARD BUT
 DC1323'STILL IN GOOD SHAPE OVERALL, LEGIBLE.  PVC PIPE BROKEN TO BELOW LEVEL
 DC1323'OF MARK.  SURPRISINGLY GOOD CONDITION GIVEN LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1429 ***********************************************************************
 DC1429  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1429  DESIGNATION -  941 0170 Q TIDAL
 DC1429  PID         -  DC1429
 DC1429  STATE/COUNTY-  CA/SAN DIEGO
 DC1429  USGS QUAD   -  POINT LOMA (1994)
 DC1429
 DC1429                         *CURRENT SURVEY CONTROL
 DC1429  ___________________________________________________________________
 DC1429* NAD 83(1986)-  32 42 44.     (N)    117 10 24.     (W)     SCALED    
 DC1429* NAVD 88     -         3.189  (meters)      10.46   (feet)  ADJUSTED  
 DC1429  ___________________________________________________________________
 DC1429  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DC1429  DYNAMIC HT  -           3.185 (meters)      10.45  (feet)  COMP
 DC1429  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 DC1429
 DC1429  VERT ORDER  -  FIRST     CLASS II
 DC1429
 DC1429.The horizontal coordinates were scaled from a topographic map and have
 DC1429.an estimated accuracy of +/- 6 seconds.
 DC1429
 DC1429.The orthometric height was determined by differential leveling
 DC1429.and adjusted in June 1991.
 DC1429
 DC1429.This Tidal Bench Mark is designated as VM 11022
 DC1429.by the Center for Operational Oceanographic Products and Services.
 DC1429
 DC1429.The geoid height was determined by GEOID03.
 DC1429
 DC1429.The dynamic height is computed by dividing the NAVD 88
 DC1429.geopotential number by the normal gravity value computed on the
 DC1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1429.degrees latitude (g = 980.6199 gals.).
 DC1429
 DC1429.The modeled gravity was interpolated from observed gravity values.
 DC1429
 DC1429;                    North         East    Units  Estimated Accuracy
 DC1429;SPC CA 6     -   560,890.    1,913,430.      MT  (+/- 180 meters Scaled)
 DC1429
 DC1429                          SUPERSEDED SURVEY CONTROL
 DC1429
 DC1429.No superseded survey control is available for this station.
 DC1429
 DC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS837193(NAD 83)
 DC1429_MARKER: DJ = TIDAL STATION DISK
 DC1429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1429_SP_SET: COPPER-CLAD STEEL ROD
 DC1429_STAMPING: 0170 Q 1979
 DC1429_MARK LOGO: NOS   
 DC1429_PROJECTION: FLUSH
 DC1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1429_ROD/PIPE-DEPTH: 15   meters
 DC1429
 DC1429  HISTORY     - Date     Condition        Report By
 DC1429  HISTORY     - 1979     MONUMENTED       NOS
 DC1429  HISTORY     - 1987     GOOD             NGS
 DC1429
 DC1429                          STATION DESCRIPTION
 DC1429
 DC1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DC1429'IN SAN DIEGO.
 DC1429'IN SAN DIEGO, IN THE SOUTHWEST CORNER OF THE T-JUNCTION OF HARBOR
 DC1429'DRIVE AND G STREET, IN SOME LOW BUSHES BETWEEN 2 SIDEWALKS, 131.6 M
 DC1429'(431.8 FT) NORTH OF THE MARK 941 0170 TIDAL 15, 34.6 M (113.5 FT)
 DC1429'WEST OF THE DRIVE CENTERLINE, 9.4 M (30.8 FT) SOUTH OF THE STREET
 DC1429'CENTERLINE, 1.7 M (5.6 FT) SOUTHWEST OF A FIRE HYDRANT, 0.6 M (2.0
 DC1429'FT) EAST OF THE EAST EDGE OF THE WEST 1 OF 2 SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1428 ***********************************************************************
 DC1428  FBN         -  This is a Federal Base Network Control Station.
 DC1428  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1428  DESIGNATION -  941 0170 R TIDAL
 DC1428  PID         -  DC1428
 DC1428  STATE/COUNTY-  CA/SAN DIEGO
 DC1428  USGS QUAD   -  POINT LOMA (1994)
 DC1428
 DC1428                         *CURRENT SURVEY CONTROL
 DC1428  ___________________________________________________________________
 DC1428* NAD 83(2007)-  32 42 40.63578(N)    117 10 18.98429(W)     ADJUSTED  
 DC1428* NAVD 88     -         3.551  (meters)      11.65   (feet)  ADJUSTED  
 DC1428  ___________________________________________________________________
 DC1428  EPOCH DATE  -        2007.00
 DC1428  X           -  -2,453,107.256 (meters)                     COMP
 DC1428  Y           -  -4,778,985.887 (meters)                     COMP
 DC1428  Z           -   3,427,044.605 (meters)                     COMP
 DC1428  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 DC1428  ELLIP HEIGHT-         -31.532 (meters)          (02/10/07) ADJUSTED
 DC1428  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DC1428  DYNAMIC HT  -           3.547 (meters)      11.64  (feet)  COMP
 DC1428
 DC1428  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DC1428  Type    PID    Designation                      North   East  Ellip
 DC1428  -------------------------------------------------------------------
 DC1428  NETWORK DC1428 941 0170 R TIDAL                  0.92   1.72   5.90
 DC1428  -------------------------------------------------------------------
 DC1428  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 DC1428
 DC1428  VERT ORDER  -  FIRST     CLASS II
 DC1428
 DC1428.ITRF positions are available for this station.
 DC1428.The horizontal coordinates were established by GPS observations
 DC1428.and adjusted by the National Geodetic Survey in February 2007.
 DC1428
 DC1428.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DC1428.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DC1428.The horizontal coordinates are valid at the epoch date displayed above.
 DC1428.The epoch date for horizontal control is a decimal equivalence
 DC1428.of Year/Month/Day.
 DC1428
 DC1428.The orthometric height was determined by differential leveling
 DC1428.and adjusted in June 1991.
 DC1428
 DC1428.This Tidal Bench Mark is designated as VM 911
 DC1428.by the Center for Operational Oceanographic Products and Services.
 DC1428
 DC1428.Photographs are available for this station.
 DC1428
 DC1428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DC1428
 DC1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1428
 DC1428.The ellipsoidal height was determined by GPS observations
 DC1428.and is referenced to NAD 83.
 DC1428
 DC1428.The geoid height was determined by GEOID03.
 DC1428
 DC1428.The dynamic height is computed by dividing the NAVD 88
 DC1428.geopotential number by the normal gravity value computed on the
 DC1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1428.degrees latitude (g = 980.6199 gals.).
 DC1428
 DC1428.The modeled gravity was interpolated from observed gravity values.
 DC1428
 DC1428;                    North         East     Units Scale Factor Converg.
 DC1428;SPC CA 6     -   560,782.408 1,913,562.245   MT  1.00001277   -0 30 23.8
 DC1428;SPC CA 6     - 1,839,833.62  6,278,078.80   sFT  1.00001277   -0 30 23.8
 DC1428;UTM  11      - 3,619,294.079   483,885.956   MT  0.99960320   -0 05 34.5
 DC1428
 DC1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1428!SPC CA 6     -   1.00000495  x   1.00001277  =   1.00001772
 DC1428!UTM  11      -   1.00000495  x   0.99960320  =   0.99960815
 DC1428
 DC1428                          SUPERSEDED SURVEY CONTROL
 DC1428
 DC1428  NAD 83(1998)-  32 42 40.62725(N)    117 10 18.97589(W) AD(1998.50) A
 DC1428  ELLIP H (04/06/00)  -31.520  (m)                       GP(       ) 3 1
 DC1428
 DC1428.Superseded values are not recommended for survey control.
 DC1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1428.See file dsdata.txt to determine how the superseded data were derived.
 DC1428
 DC1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8388619294(NAD 83)
 DC1428_MARKER: DJ = TIDAL STATION DISK
 DC1428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1428_SP_SET: COPPER-CLAD STEEL ROD
 DC1428_STAMPING: 0170 R 1979
 DC1428_MARK LOGO: NOS   
 DC1428_PROJECTION: FLUSH
 DC1428_MAGNETIC: I = MARKER IS A STEEL ROD
 DC1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1428+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DC1428_ROD/PIPE-DEPTH: 17.1 meters
 DC1428
 DC1428  HISTORY     - Date     Condition        Report By
 DC1428  HISTORY     - 1979     MONUMENTED       NOS
 DC1428  HISTORY     - 1987     GOOD             NGS
 DC1428  HISTORY     - 19980319 GOOD             NGS
 DC1428  HISTORY     - 20010119 GOOD             NGS
 DC1428  HISTORY     - 20010808 GOOD             JCLS
 DC1428  HISTORY     - 20060813 GOOD             COMPDA
 DC1428
 DC1428                          STATION DESCRIPTION
 DC1428
 DC1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DC1428'IN SAN DIEGO.
 DC1428'IN SAN DIEGO, ABOUT 87 M (285.4 FT) WEST ALONG MARTIN LUTHER KING WAY
 DC1428'FROM THE INTERSECTION OF PACIFIC HIGHWAY, IN THE SOUTHEAST CORNER OF
 DC1428'THE T-JUNCTION OF HARBOR LANE WHICH LEADS TO HARBOR SEAFOOD MART
 DC1428'PARKING LOT, IN THE DIVIDER BETWEEN THE DRIVEWAY AND THE PARKING LOT,
 DC1428'IN THE CENTER OF SOME 1 M (3.3 FT) TALL BUSHES, 22.5 M (73.8 FT)
 DC1428'SOUTH OF THE CENTERLINE OF MARTIN L KING WAY, 10.4 M (34.1 FT) EAST
 DC1428'OF THE CENTERLINE OF THE LANE, 36.3 M (119.1 FT) NORTH OF THE
 DC1428'NORTHEAST CORNER OF THE SEAFOOD MART BUILDING, 10.0 M (32.8 FT) SOUTH
 DC1428'OF A FIRE HYDRANT, 1.2 M (3.9 FT) WEST OF THE WEST EDGE OF A 2 BY 5
 DC1428'FT STORM DRAIN AT THE NORTHWEST CORNER OF THE PARKING LOT, 90 M
 DC1428'(295.3 FT) EAST OF THE MARK 941 0170 TIDAL 15.
 DC1428
 DC1428                          STATION RECOVERY (1998)
 DC1428
 DC1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DC1428'THE STATION IS LOCATED NEAR THE WEST SIDE OF SAN DIEGO, NEAR THE EAST
 DC1428'BANK OF THE SAN DIEGO BAY, BETWEEN NORTH SAN DIEGO BAY AND SOUTH SAN
 DC1428'DIEGO BAY, NEAR THE G STREET PIER, NEAR THE INTERSECTION OF PACIFIC
 DC1428'HIGHWAY AND HARBOR DRIVE, IN LOW BUSHES AT THE NORTHWEST CORNER OF THE
 DC1428'EAST PARKING LOT FOR HARBOR SEAFOOD MART, IN THE SOUTHEAST ANGLE OF
 DC1428'HARBOR DRIVE AND HARBOR LANE.  OWNERSHIP--UNKNOWN.  TO REACH THE
 DC1428'STATION FROM THE OFF RAMP OF INTERSTATE HIGHWAY 5 AT THE PACIFIC
 DC1428'HIGHWAY EXIT NEAR THE WEST SIDE OF DOWNTOWN SAN DIEGO, GO SOUTHEAST
 DC1428'FOR 3.2 KM (2.00 MI) ON PACIFIC HIGHWAY TO THE INTERSECTION OF HARBOR
 DC1428'DRIVE.  TURN RIGHT, SOUTHWEST FOR ABOUT 50 M (164.0 FT) TO HARBOR LANE
 DC1428'ON THE LEFT.  TURN LEFT, SOUTH, THEN LEFT, EAST AROUND THE ISLAND TO
 DC1428'THE NORTHWEST CORNER OF THE EAST PARKING LOT AND THE STATION IN THE
 DC1428'BUSHES.  THE STATION IS A PUNCH MARK 0N THE TOP CENTER OF A BENCH MARK
 DC1428'DISK CRIMPED TO THE TOP OF A COPPER-CLAD STEEL ROD, ENCASED IN A
 DC1428'4-INCH PVC PIPE FLUSH WITH GROUND.  LOCATED 36.3 M (119.1 FT) NORTH OF
 DC1428'THE NORTHEAST CORNER OF THE SEAFOOD MART BUILDING, 22.5 M (73.8 FT)
 DC1428'SOUTH OF THE CENTER OF HARBOR DRIVE, 10.4 M (34.1 FT) EAST OF THE
 DC1428'CENTER OF HARBOR LANE, 10.0 M (32.8 FT) SOUTH OF A FIRE HYDRANT, 2.0 M
 DC1428'(6.6 FT) EAST OF A SHORT CURVED SIDEWALK, 1.2 M (3.9 FT) WEST OF THE
 DC1428'WEST EDGE OF A 2 FT (0.6 M) BY 5 FT (1.5 M) STORM DRAIN AT THE
 DC1428'NORTHWEST CORNER OF THE LOT, AND ABOUT 0.2 M (0.7 FT) ABOVE THE
 DC1428'PARKING LOT LEVEL.
 DC1428
 DC1428                          STATION RECOVERY (2001)
 DC1428
 DC1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 DC1428'RECOVERED IN GOOD CONDITION.
 DC1428
 DC1428                          STATION RECOVERY (2001)
 DC1428
 DC1428'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 DC1428'RECOVERED IN GOOD CONDITION.
 DC1428
 DC1428                          STATION RECOVERY (2006)
 DC1428
 DC1428'RECOVERY NOTE BY COMPASSDATA INC 2006 (JC)
 DC1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0885 ***********************************************************************
 DC0885  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0885  DESIGNATION -  941 0170 TIDAL 11
 DC0885  PID         -  DC0885
 DC0885  STATE/COUNTY-  CA/SAN DIEGO
 DC0885  USGS QUAD   -  POINT LOMA (1994)
 DC0885
 DC0885                         *CURRENT SURVEY CONTROL
 DC0885  ___________________________________________________________________
 DC0885* NAD 83(1986)-  32 42 41.     (N)    117 10 15.     (W)     SCALED    
 DC0885* NAVD 88     -         3.069  (meters)      10.07   (feet)  READJUSTED
 DC0885  ___________________________________________________________________
 DC0885  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DC0885  DYNAMIC HT  -           3.070 (meters)      10.07  (feet)  COMP
 DC0885  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 DC0885
 DC0885  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC0885
 DC0885.The horizontal coordinates were scaled from a topographic map and have
 DC0885.an estimated accuracy of +/- 6 seconds.
 DC0885
 DC0885.The orthometric height was determined by differential leveling
 DC0885.and adjusted in February 1993.
 DC0885.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC0885.distribution rate of 0.0 thru 1.0 mm/km.
 DC0885.The height was derived from older observations constrained to new
 DC0885.heights in a crustal motion area.  The height is approximate in
 DC0885.relation to other heights in its vicinity.
 DC0885
 DC0885.This Tidal Bench Mark is designated as VM 11041
 DC0885.by the Center for Operational Oceanographic Products and Services.
 DC0885
 DC0885.The geoid height was determined by GEOID03.
 DC0885
 DC0885.The dynamic height is computed by dividing the NAVD 88
 DC0885.geopotential number by the normal gravity value computed on the
 DC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0885.degrees latitude (g = 980.6199 gals.).
 DC0885
 DC0885.The modeled gravity was interpolated from observed gravity values.
 DC0885
 DC0885;                    North         East    Units  Estimated Accuracy
 DC0885;SPC CA 6     -   560,790.    1,913,670.      MT  (+/- 180 meters Scaled)
 DC0885
 DC0885                          SUPERSEDED SURVEY CONTROL
 DC0885
 DC0885  NGVD 29 (??/??/92)    2.434  (m)            7.99   (f) ADJ UNCH    1 1
 DC0885
 DC0885.Superseded values are not recommended for survey control.
 DC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0885.See file dsdata.txt to determine how the superseded data were derived.
 DC0885
 DC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS839193(NAD 83)
 DC0885_MARKER: DB = BENCH MARK DISK
 DC0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0885_SP_SET: CONCRETE CURB
 DC0885_STAMPING: 11 1923
 DC0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0885
 DC0885  HISTORY     - Date     Condition        Report By
 DC0885  HISTORY     - 1923     MONUMENTED       CGS
 DC0885  HISTORY     - 1962     GOOD             NGS
 DC0885  HISTORY     - 1978     GOOD             NGS
 DC0885  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0885
 DC0885                          STATION DESCRIPTION
 DC0885
 DC0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0885'AT SAN DIEGO.
 DC0885'AT THE NORTHEAST CORNER OF THE INTERSECTION OF WEST MARKET
 DC0885'STREET AND PACIFIC HIGHWAY, 97 FEET EAST OF THE EAST CURB OF
 DC0885'PACIFIC HIGHWAY, 34 FEET NORTH OF THE CENTERLINE OF MARKET
 DC0885'STREET, 8 1/2 FEET EAST OF THE EAST SIDE OF A DRIVEWAY LEADING
 DC0885'TO A PARKING LOT AND 5 1/2 FEET SOUTH OF THE SOUTH EDGE OF A
 DC0885'SIDEWALK.  A STANDARD DISK SET IN THE NORTH CONCRETE CURB OF WEST
 DC0885'MARKET STREET.
 DC0885
 DC0885                          STATION RECOVERY (1978)
 DC0885
 DC0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0885'RECOVERED IN GOOD CONDITION.
 DC0885
 DC0885                          STATION RECOVERY (1987)
 DC0885
 DC0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0885'NOT RECOVERED.  MARK BELIEVED TO BE INTACT, BUT THE DESCRIBED
 DC0885'LOCATION IS TEMPORARILY COVERED BY WOOD AND STEEL FOR CONSTRUCTION IN
 DC0885'THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0891 ***********************************************************************
 DC0891  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0891  DESIGNATION -  941 0170 TIDAL 12
 DC0891  PID         -  DC0891
 DC0891  STATE/COUNTY-  CA/SAN DIEGO
 DC0891  USGS QUAD   -  POINT LOMA (1994)
 DC0891
 DC0891                         *CURRENT SURVEY CONTROL
 DC0891  ___________________________________________________________________
 DC0891* NAD 83(1986)-  32 42 56.     (N)    117 10 22.     (W)     SCALED    
 DC0891* NAVD 88     -         5.038  (meters)      16.53   (feet)  ADJUSTED  
 DC0891  ___________________________________________________________________
 DC0891  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DC0891  DYNAMIC HT  -           5.033 (meters)      16.51  (feet)  COMP
 DC0891  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 DC0891
 DC0891  VERT ORDER  -  FIRST     CLASS I
 DC0891
 DC0891.The horizontal coordinates were scaled from a topographic map and have
 DC0891.an estimated accuracy of +/- 6 seconds.
 DC0891
 DC0891.The orthometric height was determined by differential leveling
 DC0891.and adjusted in June 1991.
 DC0891.WARNING-Repeat measurements at this control monument indicate possible
 DC0891.vertical movement.
 DC0891
 DC0891.This Tidal Bench Mark is designated as VM 904
 DC0891.by the Center for Operational Oceanographic Products and Services.
 DC0891
 DC0891.Photographs are available for this station.
 DC0891
 DC0891.The geoid height was determined by GEOID03.
 DC0891
 DC0891.The dynamic height is computed by dividing the NAVD 88
 DC0891.geopotential number by the normal gravity value computed on the
 DC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0891.degrees latitude (g = 980.6199 gals.).
 DC0891
 DC0891.The modeled gravity was interpolated from observed gravity values.
 DC0891
 DC0891;                    North         East    Units  Estimated Accuracy
 DC0891;SPC CA 6     -   561,260.    1,913,490.      MT  (+/- 180 meters Scaled)
 DC0891
 DC0891                          SUPERSEDED SURVEY CONTROL
 DC0891
 DC0891  NGVD 29 (??/??/92)    4.404  (m)           14.45   (f) ADJ UNCH    1 1
 DC0891
 DC0891.Superseded values are not recommended for survey control.
 DC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0891.See file dsdata.txt to determine how the superseded data were derived.
 DC0891
 DC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838197(NAD 83)
 DC0891_MARKER: DB = BENCH MARK DISK
 DC0891_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DC0891_SP_SET: 3-STORY BUILDING
 DC0891_STAMPING: 12 1926
 DC0891_MARK LOGO: CGS   
 DC0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0891+STABILITY: POSITION/ELEVATION WELL
 DC0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0891+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2008
 DC0891
 DC0891  HISTORY     - Date     Condition        Report By
 DC0891  HISTORY     - 1926     MONUMENTED       CGS
 DC0891  HISTORY     - 1962     GOOD             NGS
 DC0891  HISTORY     - 1970     GOOD             CA3260
 DC0891  HISTORY     - 1978     GOOD             NGS
 DC0891  HISTORY     - 1987     GOOD             NGS
 DC0891  HISTORY     - 19971206 GOOD             USPSQD
 DC0891  HISTORY     - 20021207 GOOD             USPSQD
 DC0891  HISTORY     - 20070615 GOOD             NGS
 DC0891  HISTORY     - 20080816 GOOD             GEOCAC
 DC0891
 DC0891                          STATION DESCRIPTION
 DC0891
 DC0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0891'AT SAN DIEGO.
 DC0891'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF HARBOR DRIVE AND
 DC0891'BROADWAY.  A STANDARD DISK SET VERTICALLY IN THE WEST WALL OF
 DC0891'THE HEADQUARTERS BUILDING OF THE 11TH NAVAL DISTRICT, 15 INCHES
 DC0891'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND ABOUT 3 FEET
 DC0891'ABOVE THE LEVEL OF THE GROUND.
 DC0891
 DC0891                          STATION RECOVERY (1970)
 DC0891
 DC0891'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970
 DC0891'RECOVERED IN GOOD CONDITION.
 DC0891
 DC0891                          STATION RECOVERY (1978)
 DC0891
 DC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0891'RECOVERED IN GOOD CONDITION.
 DC0891
 DC0891                          STATION RECOVERY (1987)
 DC0891
 DC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0891'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN DIEGO,
 DC0891'IN THE SOUTHEAST CORNER OF THE T-JUNCTION OF BROADWAY AND HARBOR
 DC0891'DRIVE, SET VERTICALLY IN THE WEST WALL OF THE 11TH NAVAL HEADQUARTERS
 DC0891'BUILDING, 14.6 M (47.9 FT) EAST OF THE DRIVE CENTERLINE, 20.7 M (67.9
 DC0891'FT) SOUTH OF THE CENTERLINE OF BROADWAY, 0.35 M (1.1 FT) SOUTH OF THE
 DC0891'NORTHWEST CORNER OF THE BUILDING.
 DC0891'THE MARK IS 1.0 M ABOVE THE GROUND.
 DC0891
 DC0891                          STATION RECOVERY (1997)
 DC0891
 DC0891'RECOVERY NOTE BY US POWER SQUADRON 1997
 DC0891'RECOVERED IN GOOD CONDITION.
 DC0891
 DC0891                          STATION RECOVERY (2002)
 DC0891
 DC0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DC0891'MARK PAINTED OVER.
 DC0891
 DC0891                          STATION RECOVERY (2007)
 DC0891
 DC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DRD)
 DC0891'RECOVERED IN GOOD CONDITION.
 DC0891
 DC0891                          STATION RECOVERY (2008)
 DC0891
 DC0891'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC0891'POSITION ESTIMATE N32 42 55.91 W117 10 22.12.  PAINTED OVER, DIFFICULT
 DC0891'TO SPOT BUT LEGIBLE UNDERNEATH.  SATELLITE VIEWS PROBLEMATIC - DISK IS
 DC0891'MOUNTED VERTICALLY NEAR CORNER OF MULTISTORY BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0888 ***********************************************************************
 DC0888  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0888  DESIGNATION -  941 0170 TIDAL 14 A 1943
 DC0888  PID         -  DC0888
 DC0888  STATE/COUNTY-  CA/SAN DIEGO
 DC0888  USGS QUAD   -  POINT LOMA (1994)
 DC0888
 DC0888                         *CURRENT SURVEY CONTROL
 DC0888  ___________________________________________________________________
 DC0888* NAD 83(1986)-  32 42 50.     (N)    117 10 27.     (W)     SCALED    
 DC0888* NAVD 88     -         3.863  (meters)      12.67   (feet)  READJUSTED
 DC0888  ___________________________________________________________________
 DC0888  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DC0888  DYNAMIC HT  -           3.860 (meters)      12.66  (feet)  COMP
 DC0888  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 DC0888
 DC0888  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DC0888
 DC0888.The horizontal coordinates were scaled from a topographic map and have
 DC0888.an estimated accuracy of +/- 6 seconds.
 DC0888
 DC0888.The orthometric height was determined by differential leveling
 DC0888.and adjusted in February 1993.
 DC0888.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DC0888.distribution rate of 0.0 thru 1.0 mm/km.
 DC0888.The height was derived from older observations constrained to new
 DC0888.heights in a crustal motion area.  The height is approximate in
 DC0888.relation to other heights in its vicinity.
 DC0888
 DC0888.This Tidal Bench Mark is designated as VM 908
 DC0888.by the Center for Operational Oceanographic Products and Services.
 DC0888
 DC0888.The geoid height was determined by GEOID03.
 DC0888
 DC0888.The dynamic height is computed by dividing the NAVD 88
 DC0888.geopotential number by the normal gravity value computed on the
 DC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0888.degrees latitude (g = 980.6199 gals.).
 DC0888
 DC0888.The modeled gravity was interpolated from observed gravity values.
 DC0888
 DC0888;                    North         East    Units  Estimated Accuracy
 DC0888;SPC CA 6     -   561,070.    1,913,360.      MT  (+/- 180 meters Scaled)
 DC0888
 DC0888                          SUPERSEDED SURVEY CONTROL
 DC0888
 DC0888  NGVD 29 (??/??/92)    3.229  (m)           10.59   (f) ADJ UNCH    1 1
 DC0888
 DC0888.Superseded values are not recommended for survey control.
 DC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0888.See file dsdata.txt to determine how the superseded data were derived.
 DC0888
 DC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS836195(NAD 83)
 DC0888_MARKER: DB = BENCH MARK DISK
 DC0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0888_SP_SET: CONCRETE CURB
 DC0888_STAMPING: NO 14 A RESET 1943
 DC0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC0888+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 DC0888
 DC0888  HISTORY     - Date     Condition        Report By
 DC0888  HISTORY     - 1943     MONUMENTED       CGS
 DC0888  HISTORY     - 1962     GOOD             NGS
 DC0888  HISTORY     - 1970     GOOD             CA3260
 DC0888  HISTORY     - 1978     GOOD             NGS
 DC0888  HISTORY     - 20030607 GOOD             USPSQD
 DC0888  HISTORY     - 20050619 GOOD             USPSQD
 DC0888
 DC0888                          STATION DESCRIPTION
 DC0888
 DC0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0888'AT SAN DIEGO.
 DC0888'AT THE FOOT OF E STREET (EXTENDED), ON THE SOUTH SIDE OF THE U.S.
 DC0888'NAVY PIER, 125 FEET WEST OF THE EAST END OF THE SOUTH PAVED
 DC0888'LOADING PIER, 35 FEET SOUTH OF THE DOOR TO ROOM 5A.  A STANDARD
 DC0888'DISK SET FLUSH IN THE SOUTH, CONCRETE CURB ABOUT 1 FOOT HIGHER
 DC0888'THAN THE PIER.  THERE IS A STEEL BOLT 3 INCHES EAST OF THE MARK.
 DC0888
 DC0888                          STATION RECOVERY (1970)
 DC0888
 DC0888'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970
 DC0888'RECOVERED IN GOOD CONDITION.
 DC0888
 DC0888                          STATION RECOVERY (1978)
 DC0888
 DC0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0888'RECOVERED IN GOOD CONDITION.
 DC0888
 DC0888                          STATION RECOVERY (2003)
 DC0888
 DC0888'RECOVERY NOTE BY US POWER SQUADRON 2003 (MPM)
 DC0888'RECOVERED IN GOOD CONDITION.
 DC0888
 DC0888                          STATION RECOVERY (2005)
 DC0888
 DC0888'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 DC0888'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1325 ***********************************************************************
 DC1325  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1325  DESIGNATION -  941 0170 TIDAL 15
 DC1325  PID         -  DC1325
 DC1325  STATE/COUNTY-  CA/SAN DIEGO
 DC1325  USGS QUAD   -  POINT LOMA (1994)
 DC1325
 DC1325                         *CURRENT SURVEY CONTROL
 DC1325  ___________________________________________________________________
 DC1325* NAD 83(1986)-  32 42 39.     (N)    117 10 22.     (W)     SCALED    
 DC1325* NAVD 88     -         2.938  (meters)       9.64   (feet)  ADJUSTED  
 DC1325  ___________________________________________________________________
 DC1325  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DC1325  DYNAMIC HT  -           2.935 (meters)       9.63  (feet)  COMP
 DC1325  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 DC1325
 DC1325  VERT ORDER  -  FIRST     CLASS I
 DC1325
 DC1325.The horizontal coordinates were scaled from a topographic map and have
 DC1325.an estimated accuracy of +/- 6 seconds.
 DC1325
 DC1325.The orthometric height was determined by differential leveling
 DC1325.and adjusted in June 1991.
 DC1325.WARNING-Repeat measurements at this control monument indicate possible
 DC1325.vertical movement.
 DC1325
 DC1325.This Tidal Bench Mark is designated as VM 11043
 DC1325.by the Center for Operational Oceanographic Products and Services.
 DC1325
 DC1325.The geoid height was determined by GEOID03.
 DC1325
 DC1325.The dynamic height is computed by dividing the NAVD 88
 DC1325.geopotential number by the normal gravity value computed on the
 DC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1325.degrees latitude (g = 980.6199 gals.).
 DC1325
 DC1325.The modeled gravity was interpolated from observed gravity values.
 DC1325
 DC1325;                    North         East    Units  Estimated Accuracy
 DC1325;SPC CA 6     -   560,730.    1,913,480.      MT  (+/- 180 meters Scaled)
 DC1325
 DC1325                          SUPERSEDED SURVEY CONTROL
 DC1325
 DC1325  NGVD 29 (??/??/92)    2.314  (m)            7.59   (f) ADJ UNCH    1 1
 DC1325
 DC1325.Superseded values are not recommended for survey control.
 DC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1325.See file dsdata.txt to determine how the superseded data were derived.
 DC1325
 DC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838192(NAD 83)
 DC1325_MARKER: DJ = TIDAL STATION DISK
 DC1325_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DC1325_SP_SET: SIDEWALK
 DC1325_STAMPING: NO 15 1974
 DC1325_MARK LOGO: NOS   
 DC1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1325
 DC1325  HISTORY     - Date     Condition        Report By
 DC1325  HISTORY     - 1974     MONUMENTED       NOS
 DC1325  HISTORY     - 1978     GOOD             NGS
 DC1325  HISTORY     - 1987     GOOD             NGS
 DC1325
 DC1325                          STATION DESCRIPTION
 DC1325
 DC1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1325'IN SAN DIEGO.
 DC1325'AT THE INTERSECTION OF WEST MARKET STREET AND HARBOR AVENUE,
 DC1325'AT 570 NORTH HARBOR AVENUE, SET FLUSH IN THE SIDEWALK IN FRONT OF THE
 DC1325'STAR AND CRESENT BOAT COMPANY OFFICES, IN LINE WITH THE TOP OF THE
 DC1325'SEAWALL, 5 FT. SOUTH OF THE EXTENDED CENTER OF THE NORTHEAST ENTRANCE
 DC1325'TO THE BUILDING, 4.5 FT. EAST OF THE EAST WALL OF THE BUILDING.
 DC1325
 DC1325                          STATION RECOVERY (1987)
 DC1325
 DC1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1325'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IN L24301-1 IS
 DC1325'ADEQUATE EXCEPT ADD-- 90 M (295.3 FT) WEST OF THE MARK 941 0170 R
 DC1325'TIDAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1322 ***********************************************************************
 DC1322  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1322  DESIGNATION -  941 0170 TIDAL 16
 DC1322  PID         -  DC1322
 DC1322  STATE/COUNTY-  CA/SAN DIEGO
 DC1322  USGS QUAD   -  POINT LOMA (1994)
 DC1322
 DC1322                         *CURRENT SURVEY CONTROL
 DC1322  ___________________________________________________________________
 DC1322* NAD 83(1986)-  32 42 56.     (N)    117 10 24.     (W)     SCALED    
 DC1322* NAVD 88     -         5.030  (meters)      16.50   (feet)  ADJUSTED  
 DC1322  ___________________________________________________________________
 DC1322  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DC1322  DYNAMIC HT  -           5.025 (meters)      16.49  (feet)  COMP
 DC1322  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 DC1322
 DC1322  VERT ORDER  -  FIRST     CLASS I
 DC1322
 DC1322.The horizontal coordinates were scaled from a topographic map and have
 DC1322.an estimated accuracy of +/- 6 seconds.
 DC1322
 DC1322.The orthometric height was determined by differential leveling
 DC1322.and adjusted in June 1991.
 DC1322
 DC1322.This Tidal Bench Mark is designated as VM 909
 DC1322.by the Center for Operational Oceanographic Products and Services.
 DC1322
 DC1322.The geoid height was determined by GEOID03.
 DC1322
 DC1322.The dynamic height is computed by dividing the NAVD 88
 DC1322.geopotential number by the normal gravity value computed on the
 DC1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1322.degrees latitude (g = 980.6199 gals.).
 DC1322
 DC1322.The modeled gravity was interpolated from observed gravity values.
 DC1322
 DC1322;                    North         East    Units  Estimated Accuracy
 DC1322;SPC CA 6     -   561,260.    1,913,440.      MT  (+/- 180 meters Scaled)
 DC1322
 DC1322                          SUPERSEDED SURVEY CONTROL
 DC1322
 DC1322  NGVD 29 (??/??/92)    4.396  (m)           14.42   (f) ADJ UNCH    1 1
 DC1322
 DC1322.Superseded values are not recommended for survey control.
 DC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1322.See file dsdata.txt to determine how the superseded data were derived.
 DC1322
 DC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS837197(NAD 83)
 DC1322_MARKER: DJ = TIDAL STATION DISK
 DC1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1322_SP_SET: FLAGPOLE FOUNDATION
 DC1322_STAMPING: NO 16 1974
 DC1322_MARK LOGO: NOS   
 DC1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1322+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 DC1322
 DC1322  HISTORY     - Date     Condition        Report By
 DC1322  HISTORY     - 1974     MONUMENTED       NOS
 DC1322  HISTORY     - 1978     GOOD             NGS
 DC1322  HISTORY     - 1987     GOOD             NGS
 DC1322  HISTORY     - 1990     GOOD             USPSQD
 DC1322  HISTORY     - 19971206 GOOD             USPSQD
 DC1322  HISTORY     - 20021207 GOOD             USPSQD
 DC1322  HISTORY     - 20050619 GOOD             USPSQD
 DC1322  HISTORY     - 20080913 MARK NOT FOUND   GEOCAC
 DC1322
 DC1322                          STATION DESCRIPTION
 DC1322
 DC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1322'IN SAN DIEGO.
 DC1322'AT THE BROADWAY STREET PIER, AT THE WEST END OF BROADWAY,
 DC1322'SET IN TOP OF THE MOST SOUTHWEST CORNER OF A TRIANGULAR
 DC1322'FOUNDATION SUPPORTING THREE FLAGPOLES, 5 FT. SOUTH OF THE EXTENDED
 DC1322'CENTER LINE OF BROADWAY, AT THE EAST END OF THE PIER.
 DC1322
 DC1322                          STATION RECOVERY (1987)
 DC1322
 DC1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN DIEGO,
 DC1322'AT THE JUNCTION OF BROADWAY AND HARBOR DRIVE, AT THE EAST END OF THE
 DC1322'BROADWAY PIER, IN TOP OF THE SOUTHWEST CORNER OF A TRIANGULAR-SHAPED
 DC1322'FOUNDATION FOR 3 FLAG POLES, 20.2 M (66.3 FT) WEST OF THE DRIVE
 DC1322'CENTERLINE, 1.5 M (4.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 DC1322'BROADWAY.
 DC1322'THE MARK IS 0.7 M ABOVE THE GROUND.
 DC1322
 DC1322                          STATION RECOVERY (1990)
 DC1322
 DC1322'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC)
 DC1322'RECOVERED IN GOOD CONDITION.
 DC1322
 DC1322                          STATION RECOVERY (1997)
 DC1322
 DC1322'RECOVERY NOTE BY US POWER SQUADRON 1997
 DC1322'RECOVERED IN GOOD CONDITION.
 DC1322
 DC1322                          STATION RECOVERY (2002)
 DC1322
 DC1322'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM)
 DC1322'RECOVERED IN GOOD CONDITION.
 DC1322
 DC1322                          STATION RECOVERY (2005)
 DC1322
 DC1322'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 DC1322'RECOVERED AS DESCRIBED
 DC1322
 DC1322                          STATION RECOVERY (2008)
 DC1322
 DC1322'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC1322'PUBLISHED POSITON PLACES MARK AT OR NEAR SOUTHWEST CURB RADIUS AT
 DC1322'BROADWAY AND NORTH HARBOR DRIVE.
 DC1322'VERBAL DESCRIPTION PUTS IT IN AN AREA THAT WAS RECENTLY REWORKED
 DC1322'EXTENSIVELY TO PROVIDE UTILITY SERVICE, WATER, ELECTRICITY, ETC., TO
 DC1322'THE PIER.
 DC1322'NO FLAGPOLES OR FOUNDATIONS FOR SAME EVIDENT AT EITHER LOCATION.
 DC1322'MARK APPEARS TO BE LOST, ALTHOUGH WE SAW NO PROOF OF DESTRUCTION.
 DC1322' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0884 ***********************************************************************
 DC0884  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0884  DESIGNATION -  941 0170 TIDAL 9
 DC0884  PID         -  DC0884
 DC0884  STATE/COUNTY-  CA/SAN DIEGO
 DC0884  USGS QUAD   -  POINT LOMA (1994)
 DC0884
 DC0884                         *CURRENT SURVEY CONTROL
 DC0884  ___________________________________________________________________
 DC0884* NAD 83(1986)-  32 42 48.     (N)    117 09 59.     (W)     SCALED    
 DC0884* NAVD 88     -         9.634  (meters)      31.61   (feet)  ADJUSTED  
 DC0884  ___________________________________________________________________
 DC0884  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DC0884  DYNAMIC HT  -           9.623 (meters)      31.57  (feet)  COMP
 DC0884  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 DC0884
 DC0884  VERT ORDER  -  FIRST     CLASS I
 DC0884
 DC0884.The horizontal coordinates were scaled from a topographic map and have
 DC0884.an estimated accuracy of +/- 6 seconds.
 DC0884
 DC0884.The orthometric height was determined by differential leveling
 DC0884.and adjusted in June 1991.
 DC0884
 DC0884.This Tidal Bench Mark is designated as VM 906
 DC0884.by the Center for Operational Oceanographic Products and Services.
 DC0884
 DC0884.Photographs are available for this station.
 DC0884
 DC0884.The geoid height was determined by GEOID03.
 DC0884
 DC0884.The dynamic height is computed by dividing the NAVD 88
 DC0884.geopotential number by the normal gravity value computed on the
 DC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0884.degrees latitude (g = 980.6199 gals.).
 DC0884
 DC0884.The modeled gravity was interpolated from observed gravity values.
 DC0884
 DC0884;                    North         East    Units  Estimated Accuracy
 DC0884;SPC CA 6     -   561,010.    1,914,090.      MT  (+/- 180 meters Scaled)
 DC0884
 DC0884                          SUPERSEDED SURVEY CONTROL
 DC0884
 DC0884  NGVD 29 (??/??/92)    8.999  (m)           29.52   (f) ADJ UNCH    1 1
 DC0884
 DC0884.Superseded values are not recommended for survey control.
 DC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0884.See file dsdata.txt to determine how the superseded data were derived.
 DC0884
 DC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS844195(NAD 83)
 DC0884_MARKER: DB = BENCH MARK DISK
 DC0884_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DC0884_SP_SET: BUILDING
 DC0884_STAMPING: 9 1917
 DC0884_MARK LOGO: CGS   
 DC0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DC0884+STABILITY: POSITION/ELEVATION WELL
 DC0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0884+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 DC0884
 DC0884  HISTORY     - Date     Condition        Report By
 DC0884  HISTORY     - 1917     MONUMENTED       CGS
 DC0884  HISTORY     - 1955     GOOD             NGS
 DC0884  HISTORY     - 1970     GOOD             CA3260
 DC0884  HISTORY     - 1978     GOOD             NGS
 DC0884  HISTORY     - 1987     GOOD             NGS
 DC0884  HISTORY     - 20030607 GOOD             USPSQD
 DC0884  HISTORY     - 20070615 GOOD             NGS
 DC0884
 DC0884                          STATION DESCRIPTION
 DC0884
 DC0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0884'AT SAN DIEGO.
 DC0884'AT THE INTERSECTION OF F AND STATE STREETS, AT THE NORTHWEST
 DC0884'CORNER OF FEDERAL BUILDING IN SANDSTONE FOUNDATION ABOUT 4 FEET
 DC0884'ABOVE THE GROUND, ON THE NORTH SIDE OF WEST ENTRANCE AND ONE
 DC0884'FOOT EAST OF NORTHWEST CORNER OF BUILDING.  A STANDARD DISK SET
 DC0884'VERTICALLY AND STAMPED 9 1917.
 DC0884
 DC0884                          STATION RECOVERY (1970)
 DC0884
 DC0884'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970
 DC0884'RECOVERED IN GOOD CONDITION.
 DC0884
 DC0884                          STATION RECOVERY (1978)
 DC0884
 DC0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0884'RECOVERED IN GOOD CONDITION.
 DC0884
 DC0884                          STATION RECOVERY (1987)
 DC0884
 DC0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0884'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN DIEGO,
 DC0884'IN THE SOUTHEAST CORNER OF THE T-JUNCTION OF STATE AND F STREETS, SET
 DC0884'VERTICALLY IN THE NORTH FACE OF THE FEDERAL BUILDING, 0.3 M (1.0 FT)
 DC0884'EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 DC0884'THE MARK IS 1.2 M ABOVE THE GROUND.
 DC0884
 DC0884                          STATION RECOVERY (2003)
 DC0884
 DC0884'RECOVERY NOTE BY US POWER SQUADRON 2003 (MPM)
 DC0884'RECOVERED IN GOOD CONDITION.
 DC0884
 DC0884                          STATION RECOVERY (2007)
 DC0884
 DC0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DRD)
 DC0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1311 ***********************************************************************
 DC1311  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1311  DESIGNATION -  941 0230 L TIDAL
 DC1311  PID         -  DC1311
 DC1311  STATE/COUNTY-  CA/SAN DIEGO
 DC1311  USGS QUAD   -  
 DC1311
 DC1311                         *CURRENT SURVEY CONTROL
 DC1311  ___________________________________________________________________
 DC1311* NAD 83(1986)-  32 51 57.     (N)    117 15 15.     (W)     SCALED    
 DC1311* NAVD 88     -         9.265  (meters)      30.40   (feet)  READJUSTED
 DC1311  ___________________________________________________________________
 DC1311  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC1311  DYNAMIC HT  -           9.260 (meters)      30.38  (feet)  COMP
 DC1311  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DC1311
 DC1311  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DC1311
 DC1311.The horizontal coordinates were scaled from a topographic map and have
 DC1311.an estimated accuracy of +/- 6 seconds.
 DC1311
 DC1311.The orthometric height was determined by differential leveling
 DC1311.and adjusted in February 1993.
 DC1311.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DC1311.distribution rate greater than 8.0 mm/km.
 DC1311.The height was derived from older observations constrained to new
 DC1311.heights in a crustal motion area.  The height is approximate in
 DC1311.relation to other heights in its vicinity.
 DC1311
 DC1311.This Tidal Bench Mark is designated as VM 1649
 DC1311.by the Center for Operational Oceanographic Products and Services.
 DC1311
 DC1311.The geoid height was determined by GEOID03.
 DC1311
 DC1311.The dynamic height is computed by dividing the NAVD 88
 DC1311.geopotential number by the normal gravity value computed on the
 DC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1311.degrees latitude (g = 980.6199 gals.).
 DC1311
 DC1311.The modeled gravity was interpolated from observed gravity values.
 DC1311
 DC1311;                    North         East    Units  Estimated Accuracy
 DC1311;SPC CA 6     -   577,990.    1,906,020.      MT  (+/- 180 meters Scaled)
 DC1311
 DC1311                          SUPERSEDED SURVEY CONTROL
 DC1311
 DC1311  NGVD 29 (??/??/92)    8.621  (m)           28.28   (f) ADJ UNCH    1 1
 DC1311
 DC1311.Superseded values are not recommended for survey control.
 DC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1311.See file dsdata.txt to determine how the superseded data were derived.
 DC1311
 DC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC1311_MARKER: DB = BENCH MARK DISK
 DC1311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1311_SP_SET: COPPER-CLAD STEEL ROD
 DC1311_STAMPING: 230 L 1977
 DC1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1311
 DC1311  HISTORY     - Date     Condition        Report By
 DC1311  HISTORY     - 1977     MONUMENTED       NOS
 DC1311  HISTORY     - 1978     GOOD             NGS
 DC1311  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC1311
 DC1311                          STATION DESCRIPTION
 DC1311
 DC1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1311'IN SCRIPPS INSTITUTE.
 DC1311'IN SCRIPPS INSTITUTE OF OCEANOGRAPHY, 79 FT. SOUTH OF THE
 DC1311'EXTENDED CENTER LINE OF SCRIPPS PIER, 64 FT. WEST-SOUTHWEST OF THE
 DC1311'NORTHWEST CORNER OF THE PHYSIOLOGICAL LABORATORY, 42.5 FT. WEST
 DC1311'OF TIDAL 9, SET FLUSH WITH THE GROUND ACCESS TO WHICH IS HAD
 DC1311'THOUGH A 4-INCH PVC PIPE.
 DC1311
 DC1311                          STATION RECOVERY (1987)
 DC1311
 DC1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1311'NOT RECOVERED.  THE DESCRIBED LOCATION IS COVERED BY MATERIALS FROM
 DC1311'ONGOING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1313 ***********************************************************************
 DC1313  FBN         -  This is a Federal Base Network Control Station.
 DC1313  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1313  DESIGNATION -  941 0230 M TIDAL
 DC1313  PID         -  DC1313
 DC1313  STATE/COUNTY-  CA/SAN DIEGO
 DC1313  USGS QUAD   -  
 DC1313
 DC1313                         *CURRENT SURVEY CONTROL
 DC1313  ___________________________________________________________________
 DC1313* NAD 83(2007)-  32 51 55.37244(N)    117 15 15.24795(W)     ADJUSTED  
 DC1313* NAVD 88     -         9.303  (meters)      30.52   (feet)  ADJUSTED  
 DC1313  ___________________________________________________________________
 DC1313  EPOCH DATE  -        2007.00
 DC1313  X           -  -2,455,733.221 (meters)                     COMP
 DC1313  Y           -  -4,767,234.894 (meters)                     COMP
 DC1313  Z           -   3,441,414.073 (meters)                     COMP
 DC1313  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 DC1313  ELLIP HEIGHT-         -25.726 (meters)          (02/10/07) ADJUSTED
 DC1313  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DC1313  DYNAMIC HT  -           9.293 (meters)      30.49  (feet)  COMP
 DC1313
 DC1313  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DC1313  Type    PID    Designation                      North   East  Ellip
 DC1313  -------------------------------------------------------------------
 DC1313  NETWORK DC1313 941 0230 M TIDAL                  0.67   1.12   3.82
 DC1313  -------------------------------------------------------------------
 DC1313  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DC1313
 DC1313  VERT ORDER  -  FIRST     CLASS I
 DC1313
 DC1313.ITRF positions are available for this station.
 DC1313.The horizontal coordinates were established by GPS observations
 DC1313.and adjusted by the National Geodetic Survey in February 2007.
 DC1313
 DC1313.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DC1313.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DC1313.The horizontal coordinates are valid at the epoch date displayed above.
 DC1313.The epoch date for horizontal control is a decimal equivalence
 DC1313.of Year/Month/Day.
 DC1313
 DC1313.The orthometric height was determined by differential leveling
 DC1313.and adjusted in June 1991.
 DC1313
 DC1313.This Tidal Bench Mark is designated as VM 1650
 DC1313.by the Center for Operational Oceanographic Products and Services.
 DC1313
 DC1313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DC1313
 DC1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DC1313
 DC1313.The ellipsoidal height was determined by GPS observations
 DC1313.and is referenced to NAD 83.
 DC1313
 DC1313.The geoid height was determined by GEOID03.
 DC1313
 DC1313.The dynamic height is computed by dividing the NAVD 88
 DC1313.geopotential number by the normal gravity value computed on the
 DC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1313.degrees latitude (g = 980.6199 gals.).
 DC1313
 DC1313.The modeled gravity was interpolated from observed gravity values.
 DC1313
 DC1313;                    North         East     Units Scale Factor Converg.
 DC1313;SPC CA 6     -   577,941.954 1,906,011.341   MT  0.99998736   -0 33 06.6
 DC1313;SPC CA 6     - 1,896,131.23  6,253,305.54   sFT  0.99998736   -0 33 06.6
 DC1313;UTM  11      - 3,636,391.893   476,214.342   MT  0.99960698   -0 08 16.7
 DC1313
 DC1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC1313!SPC CA 6     -   1.00000404  x   0.99998736  =   0.99999140
 DC1313!UTM  11      -   1.00000404  x   0.99960698  =   0.99961102
 DC1313
 DC1313                          SUPERSEDED SURVEY CONTROL
 DC1313
 DC1313  NAD 83(1998)-  32 51 55.36431(N)    117 15 15.23962(W) AD(1998.50) A
 DC1313  ELLIP H (04/06/00)  -25.702  (m)                       GP(1998.50) 3 1
 DC1313  NAVD 88 (04/06/00)    9.30   (m)           30.5    (f) LEVELING    3  
 DC1313  NGVD 29 (??/??/92)    8.659  (m)           28.41   (f) ADJ UNCH    1 1
 DC1313
 DC1313.Superseded values are not recommended for survey control.
 DC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1313.See file dsdata.txt to determine how the superseded data were derived.
 DC1313
 DC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7621436392(NAD 83)
 DC1313_MARKER: DJ = TIDAL STATION DISK
 DC1313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1313_SP_SET: COPPER-CLAD STEEL ROD
 DC1313_STAMPING: 0230 M 1977
 DC1313_MARK LOGO: NOS   
 DC1313_PROJECTION: FLUSH
 DC1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DC1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC1313+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 DC1313
 DC1313  HISTORY     - Date     Condition        Report By
 DC1313  HISTORY     - 1977     MONUMENTED       NOS
 DC1313  HISTORY     - 1978     GOOD             NGS
 DC1313  HISTORY     - 1987     GOOD             NGS
 DC1313  HISTORY     - 19980319 GOOD             NGS
 DC1313  HISTORY     - 20010119 GOOD             NGS
 DC1313  HISTORY     - 20010126 GOOD             NGS
 DC1313  HISTORY     - 20060714 GOOD             NGS
 DC1313  HISTORY     - 20070520 GOOD             GEOCAC
 DC1313  HISTORY     - 20080229 GOOD             LOCSUR
 DC1313
 DC1313                          STATION DESCRIPTION
 DC1313
 DC1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1313'IN SCRIPPS INSTITUTE.
 DC1313'IN SCRIPPS INSTITUTE OF OCEANOGRAPHY, 124 FT. WEST OF THE NORTH
 DC1313'WEST CORNER OF THE GEOCHEMICAL OCEAN STUDY BUILDING, 73 FT. NORTHWEST
 DC1313'OF THE NORTHEAST CORNER OF THE SCRIPPS BUILDING AND DIRECTORS OFFICE,
 DC1313'3.8 FT. WEST OF THE WEST EDGE OF A PATHWAY, SET FLUSH WITH THE GROUND
 DC1313'ACCESS TO WHICH IS HAD THOUGH A 4-INCH PVC PIPE.
 DC1313
 DC1313                          STATION RECOVERY (1987)
 DC1313
 DC1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1313'RECOVERED IN GOOD CONDITION.
 DC1313
 DC1313                          STATION RECOVERY (1998)
 DC1313
 DC1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DC1313'THE STATION IS LOCATED ALONG THE PACIFIC COAST, ABOUT 1.6 KM (1.00 MI)
 DC1313'NORTH-NORTHEAST OF LA JOLLA, ON THE GROUNDS OF THE SCRIPPS INSTITUTE
 DC1313'OF OCEANOGRAPHY, UNIVERSITY OF CALIFORNIA SAN DIEGO, SOUTH-SOUTHEAST
 DC1313'OF THE SCRIPPS PIER, ON A HIGH BANK OVERLOOKING THE OCEAN, ON THE WEST
 DC1313'EDGE OF A PICNIC AREA.  OWNERSHIP--UNIVERSITY OF CALIFORNIA, SAN
 DC1313'DIEGO, SCRIPPS INSTITUTION OF OCEANOGRAPHY, LA JOLLA CA 92093-0210.
 DC1313'FACILITIES MANAGER/SAFETY OFFICER IS RONALD P. VAN BOXTEL, PHONE
 DC1313'619-534-7962 OR FAX 619-534-5306.  NOTE--CONTACT FACILITIES MANAGER 24
 DC1313'HOURS IN ADVANCE FOR ACCESS.  TO REACH THE STATION FROM THE JUNCTION
 DC1313'OF INTERSTATE HIGHWAY 5 AND LA JOLLA VILLAGE DRIVE, ABOUT 3.2 KM (2.00
 DC1313'MI) NORTHEAST OF LA JOLLA, GO WESTERLY FOR 1.6 KM (1.00 MI) ON LA
 DC1313'JOLLA VILLAGE DRIVE TO LA JOLLA SHORES DRIVE ON LEFT.  TURN LEFT,
 DC1313'WESTERLY FOR 1.6 KM (1.00 MI) ON LA JOLLA SHORES DRIVE TO THE SCRIPPS
 DC1313'INSTITUTION OF OCEANOGRAPHY ON THE RIGHT.  TURN HARD RIGHT, NORTHWEST
 DC1313'FOR ABOUT 0.08 KM (0.05 MI) TO NAGA WAY ON THE LEFT.  TURN LEFT,
 DC1313'WESTERLY, DOWNHILL FOR 0.08 KM (0.05 MI) TO THE EAST END OF A LONG
 DC1313'CONCRETE PIER (SCRIPPS PIER).  TURN LEFT, SOUTH FOR 0.08 KM (0.05 MI)
 DC1313'TO THE PICNIC AREA AND THE STATION ON THE RIGHT.  THE STATION IS A
 DC1313'PUNCH MARK 0N THE TOP CENTER OF A DISK CRIMPED TO THE TOP OF A
 DC1313'COPPER-CLAD STEEL ROD, ENCASED IN A 4-INCH PVC PIPE PROJECTING 5 CM
 DC1313'ABOVE GROUND.  LOCATED 37.8 M (124.0 FT) WEST OF THE NORTHWEST CORNER
 DC1313'OF THE GEOCHEMICAL OCEAN STUDY BUILDING, 22.2 M (72.8 FT) NORTHWEST OF
 DC1313'THE NORTHEAST CORNER OF SCRIPPS BUILDING AND DIRECTORS OFFICE, 1.1 M
 DC1313'(3.6 FT) WEST OF AN ASPHALT SIDEWALK, 0.95 M (3.12 FT) NORTH OF A 5.6
 DC1313'FT (1.7 M) BY 10 FT (3.0 M) CONCRETE SLAB FOR A PARK BENCH, 0.2 M (0.7
 DC1313'FT) NORTHEAST OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE
 DC1313'SIDEWALK.
 DC1313
 DC1313                          STATION RECOVERY (2001)
 DC1313
 DC1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 DC1313'RECOVERED IN GOOD CONDITION.
 DC1313
 DC1313                          STATION RECOVERY (2001)
 DC1313
 DC1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 DC1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN).  DESCRIPTION IS
 DC1313'ADEQUATE.
 DC1313'
 DC1313
 DC1313                          STATION RECOVERY (2006)
 DC1313
 DC1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (NPG)
 DC1313'RECOVERED IN GOOD CONDITION.
 DC1313
 DC1313                          STATION RECOVERY (2007)
 DC1313
 DC1313'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DC1313'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING UPDATE TO
 DC1313'THE DESCRIPTION   THE SCRIPPS BUILDING IS THE NEW SCRIPPS BUILDING
 DC1313'(WOODEN), AND THE MARK IS 6.5 FEET NORTHEAST OF A GREEN IRRIGATION
 DC1313'BOX.
 DC1313
 DC1313                          STATION RECOVERY (2008)
 DC1313
 DC1313'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DC1313'RECOVERED IN GOOD CONDITION AT N 32 51.923 W 117 15.257
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1314 ***********************************************************************
 DC1314  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1314  DESIGNATION -  941 0230 N TIDAL
 DC1314  PID         -  DC1314
 DC1314  STATE/COUNTY-  CA/SAN DIEGO
 DC1314  USGS QUAD   -  
 DC1314
 DC1314                         *CURRENT SURVEY CONTROL
 DC1314  ___________________________________________________________________
 DC1314* NAD 83(1986)-  32 51 52.     (N)    117 15 13.     (W)     SCALED    
 DC1314* NAVD 88     -        11.164  (meters)      36.63   (feet)  ADJUSTED  
 DC1314  ___________________________________________________________________
 DC1314  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC1314  DYNAMIC HT  -          11.152 (meters)      36.59  (feet)  COMP
 DC1314  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 DC1314
 DC1314  VERT ORDER  -  FIRST     CLASS I
 DC1314
 DC1314.The horizontal coordinates were scaled from a topographic map and have
 DC1314.an estimated accuracy of +/- 6 seconds.
 DC1314
 DC1314.The orthometric height was determined by differential leveling
 DC1314.and adjusted in June 1991.
 DC1314
 DC1314.This Tidal Bench Mark is designated as VM 1651
 DC1314.by the Center for Operational Oceanographic Products and Services.
 DC1314
 DC1314.The geoid height was determined by GEOID03.
 DC1314
 DC1314.The dynamic height is computed by dividing the NAVD 88
 DC1314.geopotential number by the normal gravity value computed on the
 DC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1314.degrees latitude (g = 980.6199 gals.).
 DC1314
 DC1314.The modeled gravity was interpolated from observed gravity values.
 DC1314
 DC1314;                    North         East    Units  Estimated Accuracy
 DC1314;SPC CA 6     -   577,840.    1,906,070.      MT  (+/- 180 meters Scaled)
 DC1314
 DC1314                          SUPERSEDED SURVEY CONTROL
 DC1314
 DC1314  NGVD 29 (??/??/92)   10.520  (m)           34.51   (f) ADJ UNCH    1 1
 DC1314
 DC1314.Superseded values are not recommended for survey control.
 DC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1314.See file dsdata.txt to determine how the superseded data were derived.
 DC1314
 DC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762362(NAD 83)
 DC1314_MARKER: DJ = TIDAL STATION DISK
 DC1314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DC1314_SP_SET: COPPER-CLAD STEEL ROD
 DC1314_STAMPING: 0230 N 1977
 DC1314_MARK LOGO: NOS   
 DC1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC1314
 DC1314  HISTORY     - Date     Condition        Report By
 DC1314  HISTORY     - 1977     MONUMENTED       NOS
 DC1314  HISTORY     - 1978     GOOD             NGS
 DC1314  HISTORY     - 1987     GOOD             NGS
 DC1314  HISTORY     - 20070520 MARK NOT FOUND   GEOCAC
 DC1314
 DC1314                          STATION DESCRIPTION
 DC1314
 DC1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1314'IN SCRIPPS INSTITUTE.
 DC1314'IN SCRIPPS INSTITUTE OF OCEANOGRAPHY, 53 FT. NORTHEAST OF THE
 DC1314'NORTHEAST CORNER OF BUILDING 6333, 61 FT. SOUTH OF THE SOUTHWEST
 DC1314'CORNER OF RITTER HALL, 44 FT. NORTHWEST OF THE NORTHWEST CORNER OF
 DC1314'BUILDING T-3, SET FLUSH WITH THE GROUND, ACCESS TO WHICH IS HAD
 DC1314'THOUGH A 4-INCH PVC PIPE.
 DC1314
 DC1314                          STATION RECOVERY (1987)
 DC1314
 DC1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1314'RECOVERED IN GOOD CONDITION.
 DC1314
 DC1314                          STATION RECOVERY (2007)
 DC1314
 DC1314'RECOVERY NOTE BY GEOCACHING 2007 (JM)
 DC1314'DID NOT FIND THE MARK. LOCATED THE SOUTHWEST CORNER OF RITTER HALL,
 DC1314'BUT 61 FEET SOUTH IS LAWN. DID NOT PROBE THE GROUND FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1310 ***********************************************************************
 DC1310  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1310  DESIGNATION -  941 0230 TIDAL 10
 DC1310  PID         -  DC1310
 DC1310  STATE/COUNTY-  CA/SAN DIEGO
 DC1310  USGS QUAD   -  
 DC1310
 DC1310                         *CURRENT SURVEY CONTROL
 DC1310  ___________________________________________________________________
 DC1310* NAD 83(1986)-  32 51 59.     (N)    117 15 12.     (W)     SCALED    
 DC1310* NAVD 88     -        11.392  (meters)      37.38   (feet)  READJUSTED
 DC1310  ___________________________________________________________________
 DC1310  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC1310  DYNAMIC HT  -          11.380 (meters)      37.34  (feet)  COMP
 DC1310  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 DC1310
 DC1310  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC1310
 DC1310.The horizontal coordinates were scaled from a topographic map and have
 DC1310.an estimated accuracy of +/- 6 seconds.
 DC1310
 DC1310.The orthometric height was determined by differential leveling
 DC1310.and adjusted in February 1993.
 DC1310.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC1310.mark was located on a no-check spur therefore a value was not computed.
 DC1310.The height was derived from older observations constrained to new
 DC1310.heights in a crustal motion area.  The height is approximate in
 DC1310.relation to other heights in its vicinity.
 DC1310.No vertical observational check was made to the station.
 DC1310
 DC1310.This Tidal Bench Mark is designated as VM 1648
 DC1310.by the Center for Operational Oceanographic Products and Services.
 DC1310
 DC1310.The geoid height was determined by GEOID03.
 DC1310
 DC1310.The dynamic height is computed by dividing the NAVD 88
 DC1310.geopotential number by the normal gravity value computed on the
 DC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1310.degrees latitude (g = 980.6199 gals.).
 DC1310
 DC1310.The modeled gravity was interpolated from observed gravity values.
 DC1310
 DC1310;                    North         East    Units  Estimated Accuracy
 DC1310;SPC CA 6     -   578,050.    1,906,100.      MT  (+/- 180 meters Scaled)
 DC1310
 DC1310                          SUPERSEDED SURVEY CONTROL
 DC1310
 DC1310  NGVD 29 (??/??/92)   10.747  (m)           35.26   (f) ADJ UNCH    1 1
 DC1310
 DC1310.Superseded values are not recommended for survey control.
 DC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1310.See file dsdata.txt to determine how the superseded data were derived.
 DC1310
 DC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762365(NAD 83)
 DC1310_MARKER: DB = BENCH MARK DISK
 DC1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC1310_SP_SET: STEPS FOUNDATION
 DC1310_STAMPING: NO 10 1974
 DC1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC1310+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DC1310
 DC1310  HISTORY     - Date     Condition        Report By
 DC1310  HISTORY     - 1974     MONUMENTED       NOS
 DC1310  HISTORY     - 1978     GOOD             NGS
 DC1310  HISTORY     - 1990     GOOD             USPSQD
 DC1310  HISTORY     - 20080530 GOOD             INDIV
 DC1310
 DC1310                          STATION DESCRIPTION
 DC1310
 DC1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1310'IN SCRIPPS INSTITUTE.
 DC1310'IN SCRIPPS INSTITUTE OF OCEANOGRAPHY, SET IN THE STEPS
 DC1310'FOUNDATION AT THE NORTH SET OF STEPS LEADING TO SCRIPPS INSTITUTE OF
 DC1310'OCEANOGRAPHY STOREHOUSE, 8 INCHES WEST OF THE WEST WALL OF THE
 DC1310'STOREHOUSE, 60 PACES NORTHEAST OF TIDAL 7.
 DC1310
 DC1310                          STATION RECOVERY (1990)
 DC1310
 DC1310'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1310'RECOVERED IN GOOD CONDITION.
 DC1310
 DC1310                          STATION RECOVERY (2008)
 DC1310
 DC1310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC1310'FIVE MINUTE AVERAGE WAAS GPS POSITION IS N32 51 59.4 LATITUDE AND W117
 DC1310'15 12.3 LONGITUDE +/- 0.2 SECONDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0995 ***********************************************************************
 DC0995  DESIGNATION -  941 0230 TIDAL 2
 DC0995  PID         -  DC0995
 DC0995  STATE/COUNTY-  CA/SAN DIEGO
 DC0995  USGS QUAD   -  
 DC0995
 DC0995                         *CURRENT SURVEY CONTROL
 DC0995  ___________________________________________________________________
 DC0995* NAD 83(1986)-  32 51 53.     (N)    117 15 15.     (W)     SCALED    
 DC0995* NAVD 88     -        10.52   (+/-2cm)      34.5    (feet)  VERTCON   
 DC0995  ___________________________________________________________________
 DC0995  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DC0995  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0995
 DC0995.The horizontal coordinates were scaled from a topographic map and have
 DC0995.an estimated accuracy of +/- 6 seconds.
 DC0995
 DC0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0995.The vertical order pertains to the NGVD 29 superseded value.
 DC0995
 DC0995.The geoid height was determined by GEOID03.
 DC0995
 DC0995;                    North         East    Units  Estimated Accuracy
 DC0995;SPC CA 6     -   577,870.    1,906,020.      MT  (+/- 180 meters Scaled)
 DC0995
 DC0995                          SUPERSEDED SURVEY CONTROL
 DC0995
 DC0995  NGVD 29 (??/??/??)    9.876  (m)           32.40   (f) ADJUSTED    1 2
 DC0995
 DC0995.Superseded values are not recommended for survey control.
 DC0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0995.See file dsdata.txt to determine how the superseded data were derived.
 DC0995
 DC0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762363(NAD 83)
 DC0995_MARKER: DB = BENCH MARK DISK
 DC0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DC0995_SP_SET: CONCRETE WALL
 DC0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0995
 DC0995  HISTORY     - Date     Condition        Report By
 DC0995  HISTORY     - 1925     MONUMENTED       CGS
 DC0995  HISTORY     - 1927     GOOD             CGS
 DC0995
 DC0995                          STATION DESCRIPTION
 DC0995
 DC0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DC0995'2.2 MI NE FROM LA JOLLA.
 DC0995'BRONZE DISC SET IN TOP OF CONCRETE WALL AT ENTRY TO BASEMENT
 DC0995'ON THE WEST SIDE OF THE MUSEUM, 6 INCHES ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0991 ***********************************************************************
 DC0991  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0991  DESIGNATION -  941 0230 TIDAL 3
 DC0991  PID         -  DC0991
 DC0991  STATE/COUNTY-  CA/SAN DIEGO
 DC0991  USGS QUAD   -  
 DC0991
 DC0991                         *CURRENT SURVEY CONTROL
 DC0991  ___________________________________________________________________
 DC0991* NAD 83(1986)-  32 51 53.     (N)    117 15 15.     (W)     SCALED    
 DC0991* NAVD 88     -        10.16   (+/-2cm)      33.3    (feet)  VERTCON   
 DC0991  ___________________________________________________________________
 DC0991  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DC0991  VERT ORDER  -  FIRST     CLASS II (See Below)
 DC0991
 DC0991.The horizontal coordinates were scaled from a topographic map and have
 DC0991.an estimated accuracy of +/- 6 seconds.
 DC0991
 DC0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0991.The vertical order pertains to the NGVD 29 superseded value.
 DC0991
 DC0991.This Tidal Bench Mark is designated as VM 1643
 DC0991.by the Center for Operational Oceanographic Products and Services.
 DC0991
 DC0991.The geoid height was determined by GEOID03.
 DC0991
 DC0991;                    North         East    Units  Estimated Accuracy
 DC0991;SPC CA 6     -   577,870.    1,906,020.      MT  (+/- 180 meters Scaled)
 DC0991
 DC0991                          SUPERSEDED SURVEY CONTROL
 DC0991
 DC0991  NGVD 29 (??/??/??)    9.510  (m)           31.20   (f) ADJUSTED    1 2
 DC0991
 DC0991.Superseded values are not recommended for survey control.
 DC0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0991.See file dsdata.txt to determine how the superseded data were derived.
 DC0991
 DC0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762363(NAD 83)
 DC0991_MARKER: DB = BENCH MARK DISK
 DC0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0991_SP_SET: RETAINING WALL
 DC0991_STAMPING: 3 1925
 DC0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0991
 DC0991  HISTORY     - Date     Condition        Report By
 DC0991  HISTORY     - 1925     MONUMENTED       CGS
 DC0991  HISTORY     - 1955     GOOD             NGS
 DC0991  HISTORY     - 1967     MARK NOT FOUND   USGS
 DC0991  HISTORY     - 1978     MARK NOT FOUND   NGS
 DC0991  HISTORY     - 19971206 GOOD             USPSQD
 DC0991
 DC0991                          STATION DESCRIPTION
 DC0991
 DC0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DC0991'AT SCRIPPS INST OF OCEANOGRAPHY.
 DC0991'AT SCRIPPS INSTITUTE OF OCEANOGRAPHY, AT THE WEST ENTRANCE TO THE
 DC0991'SCRIPPS BUILDING, IN THE TOP OF A CONCRETE RETAINING WALL, 3.3
 DC0991'FEET NORTH OF THE NORTH SIDE OF THE DOOR, 2.2 FEET WEST OF THE
 DC0991'WEST WALL OF THE BUILDING, AND 1.7 FEET ABOVE THE GROUND.
 DC0991'NOTE-- AN ADDITION TO WEST WALL OF SCRIPPS BUILDING HAS MADE
 DC0991'THIS AREA IMPOSSIBLE.
 DC0991
 DC0991                          STATION RECOVERY (1967)
 DC0991
 DC0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC0991'MARK NOT FOUND.
 DC0991
 DC0991                          STATION RECOVERY (1978)
 DC0991
 DC0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0991'MARK NOT FOUND.
 DC0991
 DC0991                          STATION RECOVERY (1997)
 DC0991
 DC0991'RECOVERY NOTE BY US POWER SQUADRON 1997
 DC0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0989 ***********************************************************************
 DC0989  DESIGNATION -  941 0230 TIDAL 5
 DC0989  PID         -  DC0989
 DC0989  STATE/COUNTY-  CA/SAN DIEGO
 DC0989  USGS QUAD   -  
 DC0989
 DC0989                         *CURRENT SURVEY CONTROL
 DC0989  ___________________________________________________________________
 DC0989* NAD 83(1986)-  32 51 58.     (N)    117 15 15.     (W)     SCALED    
 DC0989* NAVD 88     -         4.554  (meters)      14.94   (feet)  READJUSTED
 DC0989  ___________________________________________________________________
 DC0989  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC0989  DYNAMIC HT  -           4.550 (meters)      14.93  (feet)  COMP
 DC0989  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 DC0989
 DC0989  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DC0989
 DC0989.The horizontal coordinates were scaled from a topographic map and have
 DC0989.an estimated accuracy of +/- 6 seconds.
 DC0989
 DC0989.The orthometric height was determined by differential leveling
 DC0989.and adjusted in February 1993.
 DC0989.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DC0989.mark was located on a no-check spur therefore a value was not computed.
 DC0989.The height was derived from older observations constrained to new
 DC0989.heights in a crustal motion area.  The height is approximate in
 DC0989.relation to other heights in its vicinity.
 DC0989.No vertical observational check was made to the station.
 DC0989
 DC0989.The geoid height was determined by GEOID03.
 DC0989
 DC0989.The dynamic height is computed by dividing the NAVD 88
 DC0989.geopotential number by the normal gravity value computed on the
 DC0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0989.degrees latitude (g = 980.6199 gals.).
 DC0989
 DC0989.The modeled gravity was interpolated from observed gravity values.
 DC0989
 DC0989;                    North         East    Units  Estimated Accuracy
 DC0989;SPC CA 6     -   578,020.    1,906,020.      MT  (+/- 180 meters Scaled)
 DC0989
 DC0989                          SUPERSEDED SURVEY CONTROL
 DC0989
 DC0989  NGVD 29 (??/??/92)    3.909  (m)           12.82   (f) ADJ UNCH    1 1
 DC0989
 DC0989.Superseded values are not recommended for survey control.
 DC0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0989.See file dsdata.txt to determine how the superseded data were derived.
 DC0989
 DC0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC0989_MARKER: X = CHISELED CROSS
 DC0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DC0989_SP_SET: CURB
 DC0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DC0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0989+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 DC0989
 DC0989  HISTORY     - Date     Condition        Report By
 DC0989  HISTORY     - 1945     MONUMENTED       CGS
 DC0989  HISTORY     - 1970     GOOD             CA3260
 DC0989  HISTORY     - 1978     GOOD             NGS
 DC0989  HISTORY     - 1987     MARK NOT FOUND   NGS
 DC0989  HISTORY     - 20081030 GOOD             GEOCAC
 DC0989
 DC0989                          STATION DESCRIPTION
 DC0989
 DC0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DC0989'AT SCRIPPS INSTITUTE OF OCEANOGRAPHY, IN THE TOP OF A CONCRETE
 DC0989'SEA WALL, AT A TURN IN THE WALL, 24.2 FEET WEST OF THE EAST END
 DC0989'OF A PIER, 17.4 FEET SOUTH OF THE SOUTH SIDE OF THE PIER, 8.5
 DC0989'FEET SOUTHWEST OF BENCH MARK 4, AND ABOUT 12 FEET LOWER THAN
 DC0989'THE FLOOR OF THE PIER.
 DC0989
 DC0989                          STATION RECOVERY (1970)
 DC0989
 DC0989'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970
 DC0989'RECOVERED IN GOOD CONDITION.
 DC0989
 DC0989                          STATION RECOVERY (1978)
 DC0989
 DC0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0989'AT THE SCRIPPS INSTITUTE OF OCEANOGRAPHY, AT THE EAST END OF THE
 DC0989'PIER, 17.5 FT. SOUTH OF THE SOUTH SIDE OF THE PIER, 24 FT.
 DC0989'WEST OF THE EAST END OF THE PIER, SET IN THE TOP OF THE SEAWALL AT
 DC0989'A POINT WHERE THE WALL MAKES AN ANGLE.
 DC0989
 DC0989                          STATION RECOVERY (1987)
 DC0989
 DC0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0989'NOT RECOVERED.  THE DESCRIBED LOCATION IS COVERED BY MATERIAL FROM
 DC0989'ONGOING CONSTRUCTION.
 DC0989
 DC0989                          STATION RECOVERY (2008)
 DC0989
 DC0989'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC0989'THE 1978 DESCRIPTION WAS CORRECT AT THE TIME, BUT NO LONGER.  THE PIER
 DC0989'MENTIONED WAS COMPLETELY DEMOLISHED IN THE 1980S AND REPLACED WITH A
 DC0989'NEW PIER WHICH LIES IMMEDIATELY TO THE SOUTH OF THE OLD PIER.  THE
 DC0989'1987 DESCRIPTION, CORRECT THEN BUT NOT NOW, REFERS TO THE TIME WHEN
 DC0989'PRESENT PIER WAS UNDER CONSTRUCTION.  DEBRIS IS GONE NOW.
 DC0989'WE FOUND THE DISK COVERED WITH DIRT AND TARNISHED BUT OTHERWISE FAIRLY
 DC0989'PRISTINE.  IN THE SPLIT CIRCLE ON THE DISK YOU FIND THE NUMBER 5 ABOVE
 DC0989'THE LINE AND THE DATE 1945 BELOW IT.
 DC0989'ON THE SOUTH SIDE OF THE SCRIPPS SHORE PROCESSES BUILDING NORTH OF THE
 DC0989'EAST END OF THE PIER, GO DOWN THE STAIRS, OVER THE RAIL, THEN PROCEED
 DC0989'WITH CARE SOUTHERLY ALONG THE SEAWALL UNDER THE PIER TO WHERE THE WALL
 DC0989'TAKES A JOG SOUTHWESTERLY.
 DC0989'GO ON TO WHERE IT JOGS BACK SOUTHERLY.  JUST BEYOND THE SECOND TURN
 DC0989'YOU WILL FIND THIS DISK.
 DC0989'GPS ERROR ESTIMATE UNDER THE PIER WAS AT 30+ FEET AND CLIMBING WHEN WE
 DC0989'GAVE UP ATTEMPTS TO TAKE READINGS THERE.
 DC0989'AT OUR BEST ROUGH GUESS OF THE POINT ABOVE THE MARK ON THE PIER, JUST
 DC0989'NORTH OF THE PIER SOUTH EDGE AND JUST EAST OF THE FENCE AND LOCKED
 DC0989'GATE ON THE PIER, WE TOOK A GPS AVERAGE AND OBTAINED AN APPROXIMATE
 DC0989'POSITION, WITH A 10.4 FOOT ERROR ESTIMATE, OF N32.86613 W117.25416.
 DC0989'THE ROUGH POSITION PUBLISHED FOR THIS MARK APPEARS TO BE APPROXIMATELY
 DC0989'AS CLOSE AS OUR ESTIMATE TO THE ACTUAL DISK POSITION, WHICH MAY BE
 DC0989'CLOSE TO THE EDGE OF THE ERROR CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0990 ***********************************************************************
 DC0990  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0990  DESIGNATION -  941 0230 TIDAL 6
 DC0990  PID         -  DC0990
 DC0990  STATE/COUNTY-  CA/SAN DIEGO
 DC0990  USGS QUAD   -  
 DC0990
 DC0990                         *CURRENT SURVEY CONTROL
 DC0990  ___________________________________________________________________
 DC0990* NAD 83(1986)-  32 51 59.     (N)    117 15 14.     (W)     SCALED    
 DC0990* NAVD 88     -         4.599  (meters)      15.09   (feet)  ADJUSTED  
 DC0990  ___________________________________________________________________
 DC0990  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC0990  DYNAMIC HT  -           4.594 (meters)      15.07  (feet)  COMP
 DC0990  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 DC0990
 DC0990  VERT ORDER  -  FIRST     CLASS I
 DC0990
 DC0990.The horizontal coordinates were scaled from a topographic map and have
 DC0990.an estimated accuracy of +/- 6 seconds.
 DC0990
 DC0990.The orthometric height was determined by differential leveling
 DC0990.and adjusted in June 1991.
 DC0990
 DC0990.This Tidal Bench Mark is designated as VM 1644
 DC0990.by the Center for Operational Oceanographic Products and Services.
 DC0990
 DC0990.The geoid height was determined by GEOID03.
 DC0990
 DC0990.The dynamic height is computed by dividing the NAVD 88
 DC0990.geopotential number by the normal gravity value computed on the
 DC0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0990.degrees latitude (g = 980.6199 gals.).
 DC0990
 DC0990.The modeled gravity was interpolated from observed gravity values.
 DC0990
 DC0990;                    North         East    Units  Estimated Accuracy
 DC0990;SPC CA 6     -   578,050.    1,906,050.      MT  (+/- 180 meters Scaled)
 DC0990
 DC0990                          SUPERSEDED SURVEY CONTROL
 DC0990
 DC0990  NGVD 29 (??/??/92)    3.954  (m)           12.97   (f) ADJ UNCH    1 1
 DC0990
 DC0990.Superseded values are not recommended for survey control.
 DC0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0990.See file dsdata.txt to determine how the superseded data were derived.
 DC0990
 DC0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762365(NAD 83)
 DC0990_MARKER: DB = BENCH MARK DISK
 DC0990_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DC0990_SP_SET: SEA WALL
 DC0990_STAMPING: 6 1952
 DC0990_MARK LOGO: CGS   
 DC0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DC0990
 DC0990  HISTORY     - Date     Condition        Report By
 DC0990  HISTORY     - 1952     MONUMENTED       CGS
 DC0990  HISTORY     - 1962     GOOD             NGS
 DC0990  HISTORY     - 1970     GOOD             CA3260
 DC0990  HISTORY     - 1978     GOOD             NGS
 DC0990  HISTORY     - 1987     GOOD             NGS
 DC0990  HISTORY     - 1990     GOOD             USPSQD
 DC0990  HISTORY     - 20080412 GOOD             INDIV
 DC0990
 DC0990                          STATION DESCRIPTION
 DC0990
 DC0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DC0990'AT SCRIPPS INST OF OCEANOGRAPHY.
 DC0990'AT SCRIPPS INSTITUTION OF OCEANOGRAPHY, IN THE TOP OF A SEA
 DC0990'WALL, AT A TURN IN THE SEA WALL, 97.5 FEET NORTH OF THE EAST END
 DC0990'OF A PIER, 19.9 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 DC0990'RAMP LEADING TO THE BEACH, AND ABOUT 12 FEET LOWER THAN THE
 DC0990'FLOOR OF THE PIER.
 DC0990
 DC0990                          STATION RECOVERY (1970)
 DC0990
 DC0990'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970
 DC0990'RECOVERED IN GOOD CONDITION.
 DC0990
 DC0990                          STATION RECOVERY (1978)
 DC0990
 DC0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DC0990'RECOVERED IN GOOD CONDITION.
 DC0990
 DC0990                          STATION RECOVERY (1987)
 DC0990
 DC0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0990'RECOVERED IN GOOD CONDITION.
 DC0990
 DC0990                          STATION RECOVERY (1990)
 DC0990
 DC0990'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC0990'RECOVERED IN GOOD CONDITION.
 DC0990
 DC0990                          STATION RECOVERY (2008)
 DC0990
 DC0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC0990'5 MINUTE WAAS GPS AVG POSITION IS N32 51 59.00, W117 14 14.00.
 DC0990'ORIGINAL PIER REPORTED AS REPLACED.  MARK IS ROUGHLY 150 FEET NORTH OF
 DC0990'THE NORTH SIDE OF PRESENT PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0986 ***********************************************************************
 DC0986  TIDAL BM    -  This is a Tidal Bench Mark.
 DC0986  DESIGNATION -  941 0230 TIDAL 7
 DC0986  PID         -  DC0986
 DC0986  STATE/COUNTY-  CA/SAN DIEGO
 DC0986  USGS QUAD   -  
 DC0986
 DC0986                         *CURRENT SURVEY CONTROL
 DC0986  ___________________________________________________________________
 DC0986* NAD 83(1986)-  32 51 58.     (N)    117 15 13.     (W)     SCALED    
 DC0986* NAVD 88     -        10.911  (meters)      35.80   (feet)  ADJUSTED  
 DC0986  ___________________________________________________________________
 DC0986  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC0986  DYNAMIC HT  -          10.899 (meters)      35.76  (feet)  COMP
 DC0986  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 DC0986
 DC0986  VERT ORDER  -  FIRST     CLASS I
 DC0986
 DC0986.The horizontal coordinates were scaled from a topographic map and have
 DC0986.an estimated accuracy of +/- 6 seconds.
 DC0986
 DC0986.The orthometric height was determined by differential leveling
 DC0986.and adjusted in June 1991.
 DC0986.WARNING-Repeat measurements at this control monument indicate possible
 DC0986.vertical movement.
 DC0986
 DC0986.This Tidal Bench Mark is designated as VM 1641
 DC0986.by the Center for Operational Oceanographic Products and Services.
 DC0986
 DC0986.The geoid height was determined by GEOID03.
 DC0986
 DC0986.The dynamic height is computed by dividing the NAVD 88
 DC0986.geopotential number by the normal gravity value computed on the
 DC0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC0986.degrees latitude (g = 980.6199 gals.).
 DC0986
 DC0986.The modeled gravity was interpolated from observed gravity values.
 DC0986
 DC0986;                    North         East    Units  Estimated Accuracy
 DC0986;SPC CA 6     -   578,020.    1,906,070.      MT  (+/- 180 meters Scaled)
 DC0986
 DC0986                          SUPERSEDED SURVEY CONTROL
 DC0986
 DC0986  NGVD 29 (??/??/92)   10.268  (m)           33.69   (f) ADJ UNCH    1 1
 DC0986
 DC0986.Superseded values are not recommended for survey control.
 DC0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0986.See file dsdata.txt to determine how the superseded data were derived.
 DC0986
 DC0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC0986_MARKER: DB = BENCH MARK DISK
 DC0986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DC0986_SP_SET: RETAINING WALL
 DC0986_STAMPING: 7 1958
 DC0986_MARK LOGO: CGS   
 DC0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0986+STABILITY: SURFACE MOTION
 DC0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC0986+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2008
 DC0986
 DC0986  HISTORY     - Date     Condition        Report By
 DC0986  HISTORY     - 1958     MONUMENTED       CGS
 DC0986  HISTORY     - 1978     GOOD             NGS
 DC0986  HISTORY     - 1987     GOOD             NGS
 DC0986  HISTORY     - 1990     GOOD             USPSQD
 DC0986  HISTORY     - 20080412 GOOD             INDIV
 DC0986
 DC0986                          STATION DESCRIPTION
 DC0986
 DC0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC0986'AT SCRIPPS INSTITUTE OF OCEANOGRAPHY, 36 FT. NORTHEAST OF THE
 DC0986'INTERSECTION OF DOCK AND SCRIPPS MAINTENANCE YARD, 1.5 FT. SOUTH OF
 DC0986'THE SOUTHWEST CORNER OF THE BENTHIC LABORATORY CONTROL CENTER, SET
 DC0986'IN THE TOP OF A CONCRETE RETAINING WALL.
 DC0986
 DC0986                          STATION RECOVERY (1987)
 DC0986
 DC0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC0986'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SCRIPPS
 DC0986'INSTITUTE OF OCEANOGRAPHY, 0.4 M (1.3 FT) SOUTH OF THE SOUTHWEST
 DC0986'CORNER OF THE BENTHIC LABORATORY CONTROL CENTER, IN TOP OF A
 DC0986'RETAINING WALL.  NOTE--SMALL WATER PIPES ARE INSTALLED OVER THE DISK,
 DC0986'THE LEVEL INSTRUMENT WILL HAVE TO BE ZEROED TO THE TOP OF THE DISK.
 DC0986'THE MARK IS 0.6 M ABOVE THE STREET.
 DC0986
 DC0986                          STATION RECOVERY (1990)
 DC0986
 DC0986'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC0986'RECOVERED IN GOOD CONDITION.
 DC0986
 DC0986                          STATION RECOVERY (2008)
 DC0986
 DC0986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC0986'SUPPLEMENTAL DESCRIPTION, THE MARK IS ROUGHLY 16 FEET NORTH FROM THE
 DC0986'EXTENSION OF THE NORTH CURB LINE OF DISCOVERY RD AND EAST OF THE ENTRY
 DC0986'TO THE MAINTENNANCE YARD.
 DC0986' 
 DC0986'5 MINUTE WAAS GPS AVG POSITION IS N32 51 58.32, W117 15 12.49.
 DC0986' 
 DC0986' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1312 ***********************************************************************
 DC1312  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1312  DESIGNATION -  941 0230 TIDAL 9
 DC1312  PID         -  DC1312
 DC1312  STATE/COUNTY-  CA/SAN DIEGO
 DC1312  USGS QUAD   -  
 DC1312
 DC1312                         *CURRENT SURVEY CONTROL
 DC1312  ___________________________________________________________________
 DC1312* NAD 83(1986)-  32 51 57.     (N)    117 15 14.     (W)     SCALED    
 DC1312* NAVD 88     -         9.609  (meters)      31.53   (feet)  ADJUSTED  
 DC1312  ___________________________________________________________________
 DC1312  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC1312  DYNAMIC HT  -           9.599 (meters)      31.49  (feet)  COMP
 DC1312  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 DC1312
 DC1312  VERT ORDER  -  FIRST     CLASS I
 DC1312
 DC1312.The horizontal coordinates were scaled from a topographic map and have
 DC1312.an estimated accuracy of +/- 6 seconds.
 DC1312
 DC1312.The orthometric height was determined by differential leveling
 DC1312.and adjusted in June 1991.
 DC1312
 DC1312.This Tidal Bench Mark is designated as VM 1647
 DC1312.by the Center for Operational Oceanographic Products and Services.
 DC1312
 DC1312.The geoid height was determined by GEOID03.
 DC1312
 DC1312.The dynamic height is computed by dividing the NAVD 88
 DC1312.geopotential number by the normal gravity value computed on the
 DC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1312.degrees latitude (g = 980.6199 gals.).
 DC1312
 DC1312.The modeled gravity was interpolated from observed gravity values.
 DC1312
 DC1312;                    North         East    Units  Estimated Accuracy
 DC1312;SPC CA 6     -   577,990.    1,906,040.      MT  (+/- 180 meters Scaled)
 DC1312
 DC1312                          SUPERSEDED SURVEY CONTROL
 DC1312
 DC1312  NGVD 29 (??/??/92)    8.965  (m)           29.41   (f) ADJ UNCH    1 1
 DC1312
 DC1312.Superseded values are not recommended for survey control.
 DC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC1312.See file dsdata.txt to determine how the superseded data were derived.
 DC1312
 DC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC1312_MARKER: DB = BENCH MARK DISK
 DC1312_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DC1312+WITH SETTING: PAVEMENT
 DC1312_SP_SET: LIGHT FOUNDATION
 DC1312_STAMPING: NO 9 1971
 DC1312_MARK LOGO: NGS   
 DC1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1312+STABILITY: SURFACE MOTION
 DC1312
 DC1312  HISTORY     - Date     Condition        Report By
 DC1312  HISTORY     - 1971     MONUMENTED       NGS
 DC1312  HISTORY     - 1978     GOOD             NGS
 DC1312  HISTORY     - 1987     GOOD             NGS
 DC1312  HISTORY     - 1990     GOOD             USPSQD
 DC1312  HISTORY     - 20080412 MARK NOT FOUND   INDIV
 DC1312
 DC1312                          STATION DESCRIPTION
 DC1312
 DC1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1312'IN SCRIPPS INSTITUTE.
 DC1312'IN THE SCRIPPS INSTITUTE OF OCEANOGRAPHY, 12 FT. SOUTHWEST OF THE
 DC1312'SOUTHWEST CORNER OF THE PHYSIOLOGICAL LABORATORY, 16 FT. EAST OF
 DC1312'THE CENTER OF A PAVED ROAD, SET IN THE TOP OF A 3 FT. SQUARE
 DC1312'CONCRETE LIGHT FOUNDATION FLUSH WITH THE GROUND.
 DC1312
 DC1312                          STATION RECOVERY (1987)
 DC1312
 DC1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1312'RECOVERED IN GOOD CONDITION.
 DC1312
 DC1312                          STATION RECOVERY (1990)
 DC1312
 DC1312'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1312'RECOVERED IN GOOD CONDITION.
 DC1312
 DC1312                          STATION RECOVERY (2008)
 DC1312
 DC1312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC1312' 
 DC1312' 
 DC1312' 
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC0987 ***********************************************************************
 DC0987  DESIGNATION -  941 0230 TIDAL BASIC RESET
 DC0987  PID         -  DC0987
 DC0987  STATE/COUNTY-  CA/SAN DIEGO
 DC0987  USGS QUAD   -  
 DC0987
 DC0987                         *CURRENT SURVEY CONTROL
 DC0987  ___________________________________________________________________
 DC0987* NAD 83(1986)-  32 51 58.     (N)    117 15 14.     (W)     SCALED    
 DC0987* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 DC0987  ___________________________________________________________________
 DC0987  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC0987  VERT ORDER  -  FIRST     CLASS I (See Below)
 DC0987
 DC0987.The horizontal coordinates were scaled from a topographic map and have
 DC0987.an estimated accuracy of +/- 6 seconds.
 DC0987
 DC0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DC0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DC0987.The vertical order pertains to the NGVD 29 superseded value.
 DC0987
 DC0987.The geoid height was determined by GEOID03.
 DC0987
 DC0987;                    North         East    Units  Estimated Accuracy
 DC0987;SPC CA 6     -   578,020.    1,906,050.      MT  (+/- 180 meters Scaled)
 DC0987
 DC0987                          SUPERSEDED SURVEY CONTROL
 DC0987
 DC0987  NGVD 29 (??/??/??)    7.872  (m)           25.83   (f) ADJUSTED    1 1
 DC0987
 DC0987.Superseded values are not recommended for survey control.
 DC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DC0987.See file dsdata.txt to determine how the superseded data were derived.
 DC0987
 DC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC0987_MARKER: DB = BENCH MARK DISK
 DC0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DC0987_STAMPING: BASIC 1929 RESET 1949
 DC0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC0987+STABILITY: SURFACE MOTION
 DC0987
 DC0987  HISTORY     - Date     Condition        Report By
 DC0987  HISTORY     - 1949     MONUMENTED       CGS
 DC0987  HISTORY     - 1955     GOOD             CGS
 DC0987  HISTORY     - 1967     MARK NOT FOUND   USGS
 DC0987
 DC0987                          STATION DESCRIPTION
 DC0987
 DC0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DC0987'AT SCRIPPS INST OF OCEANOGRAPHY.
 DC0987'AT SCRIPPS INSTITUTE OF OCEANOGRAPHY, 137.0 FEET SOUTHEAST
 DC0987'OF THE SOUTHEAST CORNER OF A PIER, IN A SMALL TRIANGULAR PARK
 DC0987'BEARING ELEVEN DATE PALM TREES, 60.1 FEET NORTHWEST OF THE
 DC0987'NORTHWEST CORNER OF THE AQUARIUM, 31.8 FEET NORTHWEST OF THE
 DC0987'NORTHWEST CONCRETE CURB OF A SERVICE ROAD BEHIND THE AQUARIUM,
 DC0987'20.6 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE CURB OF A STREET
 DC0987'LEADING TO THE PIER, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 DC0987'TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 DC0987
 DC0987                          STATION RECOVERY (1967)
 DC0987
 DC0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DC0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1308 ***********************************************************************
 DC1308  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1308  DESIGNATION -  941 0230 TIDAL BASIC RST
 DC1308  PID         -  DC1308
 DC1308  STATE/COUNTY-  CA/SAN DIEGO
 DC1308  USGS QUAD   -  
 DC1308
 DC1308                         *CURRENT SURVEY CONTROL
 DC1308  ___________________________________________________________________
 DC1308* NAD 83(1986)-  32 51 58.     (N)    117 15 14.     (W)     SCALED    
 DC1308* NAVD 88     -        10.024  (meters)      32.89   (feet)  ADJUSTED  
 DC1308  ___________________________________________________________________
 DC1308  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC1308  DYNAMIC HT  -          10.013 (meters)      32.85  (feet)  COMP
 DC1308  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DC1308
 DC1308  VERT ORDER  -  FIRST     CLASS I
 DC1308
 DC1308.The horizontal coordinates were scaled from a topographic map and have
 DC1308.an estimated accuracy of +/- 6 seconds.
 DC1308
 DC1308.The orthometric height was determined by differential leveling
 DC1308.and adjusted in June 1991.
 DC1308
 DC1308.This Tidal Bench Mark is designated as VM 1646
 DC1308.by the Center for Operational Oceanographic Products and Services.
 DC1308
 DC1308.The geoid height was determined by GEOID03.
 DC1308
 DC1308.The dynamic height is computed by dividing the NAVD 88
 DC1308.geopotential number by the normal gravity value computed on the
 DC1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1308.degrees latitude (g = 980.6199 gals.).
 DC1308
 DC1308.The modeled gravity was interpolated from observed gravity values.
 DC1308
 DC1308;                    North         East    Units  Estimated Accuracy
 DC1308;SPC CA 6     -   578,020.    1,906,050.      MT  (+/- 180 meters Scaled)
 DC1308
 DC1308                          SUPERSEDED SURVEY CONTROL
 DC1308
 DC1308.No superseded survey control is available for this station.
 DC1308
 DC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC1308_MARKER: DB = BENCH MARK DISK
 DC1308_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DC1308+WITH SETTING: PAVEMENT
 DC1308_SP_SET: BUILDING ENTRY
 DC1308_STAMPING: BASIC 1929 RESET 1963 RESET 1964
 DC1308_MARK LOGO: CGS   
 DC1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1308+STABILITY: SURFACE MOTION
 DC1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC1308+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 DC1308
 DC1308  HISTORY     - Date     Condition        Report By
 DC1308  HISTORY     - 1964     MONUMENTED       CGS
 DC1308  HISTORY     - 1978     GOOD             NGS
 DC1308  HISTORY     - 1987     GOOD             USPSQD
 DC1308  HISTORY     - 1987     GOOD             NGS
 DC1308  HISTORY     - 19890912 GOOD             USPSQD
 DC1308  HISTORY     - 1990     GOOD             USPSQD
 DC1308  HISTORY     - 20080530 GOOD             INDIV
 DC1308
 DC1308                          STATION DESCRIPTION
 DC1308
 DC1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1308'IN SCRIPPS INSTITUTE.
 DC1308'IN SCRIPPS INSTITUTE OF OCEANOGRAPHY, 30 FT. NORTH OF THE
 DC1308'CENTER LINE OF THE PIER, SET IN THE LOADING PLATFORM OF THE SHORE
 DC1308'PROCESSES LABORATORY BUILDING, 0.5 FT. EAST OF A 6 FT. RETAINING
 DC1308'WALL, 48 FT. NORTH OF THE SOUTH EDGE OF THE LOWEST OF FOUR STEPS
 DC1308'LEADING TO THE LOADING PLATFORM.
 DC1308
 DC1308                          STATION RECOVERY (1987)
 DC1308
 DC1308'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 DC1308'RECOVERED IN GOOD CONDITION.
 DC1308
 DC1308                          STATION RECOVERY (1987)
 DC1308
 DC1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1308'RECOVERED IN GOOD CONDITION.
 DC1308
 DC1308                          STATION RECOVERY (1989)
 DC1308
 DC1308'RECOVERY NOTE BY US POWER SQUADRON 1989 (NGS)
 DC1308'RECOVERED IN GOOD CONDITION.
 DC1308
 DC1308                          STATION RECOVERY (1990)
 DC1308
 DC1308'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1308'RECOVERED IN GOOD CONDITION.
 DC1308
 DC1308                          STATION RECOVERY (2008)
 DC1308
 DC1308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JJH)
 DC1308'FIVE MINUTE AVERAGE WAAS GPS POSITION IS N32 51 58.5 LATITUDE AND W117
 DC1308'15 14.4 LONGITUDE +/- 0.2 SECONDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DC1309 ***********************************************************************
 DC1309  TIDAL BM    -  This is a Tidal Bench Mark.
 DC1309  DESIGNATION -  941 0230 TIDAL BASIC RST
 DC1309  PID         -  DC1309
 DC1309  STATE/COUNTY-  CA/SAN DIEGO
 DC1309  USGS QUAD   -  
 DC1309
 DC1309                         *CURRENT SURVEY CONTROL
 DC1309  ___________________________________________________________________
 DC1309* NAD 83(1986)-  32 51 58.     (N)    117 15 14.     (W)     SCALED    
 DC1309* NAVD 88     -        10.034  (meters)      32.92   (feet)  ADJUSTED  
 DC1309  ___________________________________________________________________
 DC1309  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DC1309  DYNAMIC HT  -          10.023 (meters)      32.88  (feet)  COMP
 DC1309  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DC1309
 DC1309  VERT ORDER  -  FIRST     CLASS I
 DC1309
 DC1309.The horizontal coordinates were scaled from a topographic map and have
 DC1309.an estimated accuracy of +/- 6 seconds.
 DC1309
 DC1309.The orthometric height was determined by differential leveling
 DC1309.and adjusted in June 1991.
 DC1309
 DC1309.This Tidal Bench Mark is designated as VM 1645
 DC1309.by the Center for Operational Oceanographic Products and Services.
 DC1309
 DC1309.The geoid height was determined by GEOID03.
 DC1309
 DC1309.The dynamic height is computed by dividing the NAVD 88
 DC1309.geopotential number by the normal gravity value computed on the
 DC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC1309.degrees latitude (g = 980.6199 gals.).
 DC1309
 DC1309.The modeled gravity was interpolated from observed gravity values.
 DC1309
 DC1309;                    North         East    Units  Estimated Accuracy
 DC1309;SPC CA 6     -   578,020.    1,906,050.      MT  (+/- 180 meters Scaled)
 DC1309
 DC1309                          SUPERSEDED SURVEY CONTROL
 DC1309
 DC1309.No superseded survey control is available for this station.
 DC1309
 DC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS762364(NAD 83)
 DC1309_MARKER: DB = BENCH MARK DISK
 DC1309_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DC1309+WITH SETTING: PAVEMENT
 DC1309_SP_SET: STEP
 DC1309_STAMPING: BASIC 1929 RESET 1963
 DC1309_MARK LOGO: CGS   
 DC1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC1309+STABILITY: SURFACE MOTION
 DC1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC1309+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2008
 DC1309
 DC1309  HISTORY     - Date     Condition        Report By
 DC1309  HISTORY     - 1963     MONUMENTED       CGS
 DC1309  HISTORY     - 1978     GOOD             NGS
 DC1309  HISTORY     - 1987     GOOD             NGS
 DC1309  HISTORY     - 19890912 GOOD             USPSQD
 DC1309  HISTORY     - 19890912 GOOD             USPSQD
 DC1309  HISTORY     - 1990     GOOD             USPSQD
 DC1309  HISTORY     - 20080229 GOOD             LOCSUR
 DC1309  HISTORY     - 20081030 GOOD             GEOCAC
 DC1309
 DC1309                          STATION DESCRIPTION
 DC1309
 DC1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DC1309'IN SCRIPPS INSTITUTE.
 DC1309'IN SCRIPPS INSTITUTE OF OCEANOGRAPHY, 32 FT. NORTH OF THE
 DC1309'EXTENDED CENTER LINE OF THE PIER, SET IN THE ORIGINAL CONCRETE
 DC1309'ENTRY WAY TO THE SHORE PROCESSES BUILDING, JUST INSIDE THE DOOR AND
 DC1309'ON THE WEST SIDE OF THE HALL OF THE BUILDING, 2 FT. NORTH OF TIDAL
 DC1309'BASIC RESET 1964.
 DC1309
 DC1309                          STATION RECOVERY (1987)
 DC1309
 DC1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DC1309'RECOVERED IN GOOD CONDITION.
 DC1309
 DC1309                          STATION RECOVERY (1989)
 DC1309
 DC1309'RECOVERY NOTE BY US POWER SQUADRON 1989 (PG)
 DC1309'RECOVERED IN GOOD CONDITION.
 DC1309
 DC1309                          STATION RECOVERY (1989)
 DC1309
 DC1309'RECOVERY NOTE BY US POWER SQUADRON 1989 (NGS)
 DC1309'RECOVERED IN GOOD CONDITION.
 DC1309
 DC1309                          STATION RECOVERY (1990)
 DC1309
 DC1309'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG)
 DC1309'RECOVERED IN GOOD CONDITION.
 DC1309
 DC1309                          STATION RECOVERY (2008)
 DC1309
 DC1309'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2008 (LJM)
 DC1309'INSIDE MAIN ENTRANCE DOOR OF SHORE PROCESSES BLDG.  IN FLOOR OF HALL
 DC1309'WITHIN TWO INCHES OF WESTERN DOOR JAMB.
 DC1309'RECOVERED IN GOOD CONDITION AT N 32 51.967 W 117 15.227
 DC1309
 DC1309                          STATION RECOVERY (2008)
 DC1309
 DC1309'RECOVERY NOTE BY GEOCACHING 2008 (GAH)
 DC1309'POSITION REPORTED 02/2008 IS IN DISCOVERY WAY CLOSE TO TIDAL 7,
 DC1309'DC0986.  THIS MARK IS RIGHT NEXT TO DC1308 AT APPROXIMATELY N
 DC1309'32.866204 W 117.654063.
 DC1309'BEING INSIDE BULIDING RENDERS POSITION MEASUREMENT PROBLEMATIC.
 DC1309'RECOMMEND GOING TO ROOF ABOVE MARK OR OFFSET TO CLEAR AREA TO SOUTH
 DC1309'INSTEAD.
 DC1309'DISK OTHERWISE AS REPORTED PREVIOUSLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3418 ***********************************************************************
 DX3418  TIDAL BM    -  This is a Tidal Bench Mark.
 DX3418  DESIGNATION -  941 0580 L TIDAL
 DX3418  PID         -  DX3418
 DX3418  STATE/COUNTY-  CA/ORANGE
 DX3418  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3418
 DX3418                         *CURRENT SURVEY CONTROL
 DX3418  ___________________________________________________________________
 DX3418* NAD 83(1986)-  33 36 26.     (N)    117 53 04.     (W)     SCALED    
 DX3418* NAVD 88     -         6.339  (meters)      20.80   (feet)  ADJUSTED  
 DX3418  ___________________________________________________________________
 DX3418  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX3418  DYNAMIC HT  -           6.333 (meters)      20.78  (feet)  COMP
 DX3418  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 DX3418
 DX3418  VERT ORDER  -  FIRST     CLASS I
 DX3418
 DX3418.The horizontal coordinates were scaled from a topographic map and have
 DX3418.an estimated accuracy of +/- 6 seconds.
 DX3418
 DX3418.The orthometric height was determined by differential leveling
 DX3418.and adjusted in June 1991.
 DX3418.WARNING-Repeat measurements at this control monument indicate possible
 DX3418.vertical movement.
 DX3418
 DX3418.This Tidal Bench Mark is designated as VM 918
 DX3418.by the Center for Operational Oceanographic Products and Services.
 DX3418
 DX3418.The geoid height was determined by GEOID03.
 DX3418
 DX3418.The dynamic height is computed by dividing the NAVD 88
 DX3418.geopotential number by the normal gravity value computed on the
 DX3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3418.degrees latitude (g = 980.6199 gals.).
 DX3418
 DX3418.The modeled gravity was interpolated from observed gravity values.
 DX3418
 DX3418;                    North         East    Units  Estimated Accuracy
 DX3418;SPC CA 6     -   660,950.    1,848,320.      MT  (+/- 180 meters Scaled)
 DX3418
 DX3418                          SUPERSEDED SURVEY CONTROL
 DX3418
 DX3418  NGVD 29 (??/??/92)    5.624  (m)           18.45   (f) ADJ UNCH    1 1
 DX3418
 DX3418.Superseded values are not recommended for survey control.
 DX3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3418.See file dsdata.txt to determine how the superseded data were derived.
 DX3418
 DX3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179189(NAD 83)
 DX3418_MARKER: DJ = TIDAL STATION DISK
 DX3418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DX3418_SP_SET: COPPER-CLAD STEEL ROD
 DX3418_STAMPING: 0580 L 1977
 DX3418_MARK LOGO: NOS   
 DX3418_PROJECTION: FLUSH
 DX3418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3418_ROD/PIPE-DEPTH: 4.9  meters
 DX3418
 DX3418  HISTORY     - Date     Condition        Report By
 DX3418  HISTORY     - 1977     MONUMENTED       NOS
 DX3418  HISTORY     - 1978     GOOD             NGS
 DX3418  HISTORY     - 1988     GOOD             NGS
 DX3418  HISTORY     - 19950916 GOOD             USPSQD
 DX3418
 DX3418                          STATION DESCRIPTION
 DX3418
 DX3418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DX3418'IN CORONA DEL MAR.
 DX3418'0.1 MILE NORTH ALONG BAYSIDE DRIVE FROM THE COAST GUARD STATION IN
 DX3418'CORONA DEL MAR, ACROSS THE STREET FROM 1645 BAYSIDE DRIVE, 22.5 FT.
 DX3418'EAST OF THE CENTER LINE OF BAYSIDE DRIVE, 54.5 FT. NORTHEAST OF A
 DX3418'FIRE HYDRANT, 10.5 FT. SOUTH OF UTILITY POLE NUMBER 3503.
 DX3418
 DX3418                          STATION RECOVERY (1988)
 DX3418
 DX3418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3418'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM (1.30
 DX3418'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX3418'MAR, ON THE OUTSIDE AND NEAR THE SOUTH END OF A CURVE, EAST AND
 DX3418'ACROSS THE DRIVE FROM A HOUSE NUMBERED 1645, 6.8 M (22.3 FT) EAST OF
 DX3418'THE DRIVE CENTERLINE, 3.3 M (10.8 FT) SOUTH OF A STREET LIGHT POLE,
 DX3418'0.2 M (0.7 FT) EAST OF THE EAST EDGE OF A SIDEWALK.
 DX3418'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 DX3418'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DX3418
 DX3418                          STATION RECOVERY (1995)
 DX3418
 DX3418'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX3418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3419 ***********************************************************************
 DX3419  TIDAL BM    -  This is a Tidal Bench Mark.
 DX3419  DESIGNATION -  941 0580 M TIDAL
 DX3419  PID         -  DX3419
 DX3419  STATE/COUNTY-  CA/ORANGE
 DX3419  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3419
 DX3419                         *CURRENT SURVEY CONTROL
 DX3419  ___________________________________________________________________
 DX3419* NAD 83(1986)-  33 36 16.     (N)    117 53 01.     (W)     SCALED    
 DX3419* NAVD 88     -         4.641  (meters)      15.23   (feet)  ADJUSTED  
 DX3419  ___________________________________________________________________
 DX3419  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX3419  DYNAMIC HT  -           4.636 (meters)      15.21  (feet)  COMP
 DX3419  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 DX3419
 DX3419  VERT ORDER  -  FIRST     CLASS I
 DX3419
 DX3419.The horizontal coordinates were scaled from a topographic map and have
 DX3419.an estimated accuracy of +/- 6 seconds.
 DX3419
 DX3419.The orthometric height was determined by differential leveling
 DX3419.and adjusted in June 1991.
 DX3419.WARNING-Repeat measurements at this control monument indicate possible
 DX3419.vertical movement.
 DX3419
 DX3419.This Tidal Bench Mark is designated as VM 919
 DX3419.by the Center for Operational Oceanographic Products and Services.
 DX3419
 DX3419.The geoid height was determined by GEOID03.
 DX3419
 DX3419.The dynamic height is computed by dividing the NAVD 88
 DX3419.geopotential number by the normal gravity value computed on the
 DX3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3419.degrees latitude (g = 980.6199 gals.).
 DX3419
 DX3419.The modeled gravity was interpolated from observed gravity values.
 DX3419
 DX3419;                    North         East    Units  Estimated Accuracy
 DX3419;SPC CA 6     -   660,640.    1,848,400.      MT  (+/- 180 meters Scaled)
 DX3419
 DX3419                          SUPERSEDED SURVEY CONTROL
 DX3419
 DX3419  NGVD 29 (??/??/92)    3.925  (m)           12.88   (f) ADJ UNCH    1 1
 DX3419
 DX3419.Superseded values are not recommended for survey control.
 DX3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3419.See file dsdata.txt to determine how the superseded data were derived.
 DX3419
 DX3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT180186(NAD 83)
 DX3419_MARKER: DJ = TIDAL STATION DISK
 DX3419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DX3419_SP_SET: COPPER-CLAD STEEL ROD
 DX3419_STAMPING: 0580 M 1977
 DX3419_MARK LOGO: NOS   
 DX3419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3419
 DX3419  HISTORY     - Date     Condition        Report By
 DX3419  HISTORY     - 1977     MONUMENTED       NOS
 DX3419  HISTORY     - 1978     GOOD             NGS
 DX3419  HISTORY     - 1988     GOOD             NGS
 DX3419  HISTORY     - 19950916 MARK NOT FOUND   USPSQD
 DX3419
 DX3419                          STATION DESCRIPTION
 DX3419
 DX3419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DX3419'IN CORONA DEL MAR.
 DX3419'0.5 MILE NORTH OF THE COAST GUARD STATION IN CORONA DEL MAR, 24 FT.
 DX3419'EAST OF THE CENTER LINE OF BAYSIDE DRIVE, 87 FT. NORTHEAST OF A SIGN
 DX3419'(BALBOA YACHT CLUB), 59.3 FT. SOUTHEAST OF THE NORTHEAST CORNER OF
 DX3419'A FENCE SURROUNDING THE BALBOA YACHT CLUB.
 DX3419
 DX3419                          STATION RECOVERY (1988)
 DX3419
 DX3419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 KM (1.25
 DX3419'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX3419'MAR, 0.14 KM (0.10 MI) NORTHWEST OF THE ENTRANCE TO THE ORANGE COUNTY
 DX3419'HARBOR DISTRICT OFFICE, ON THE INSIDE OF A CURVE, 7.3 M (24.0 FT)
 DX3419'EAST OF THE DRIVE CENTERLINE, 26.5 M (86.9 FT) NORTHEAST AND ACROSS
 DX3419'THE DRIVE FROM THE SIGN--BALBOA YACHT CLUB, 18.1 M (59.4 FT)
 DX3419'SOUTHEAST AND ACROSS THE DRIVE FROM THE NORTHEAST CORNER OF A FENCE
 DX3419'AROUND THE YACHT CLUB.
 DX3419'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DX3419'THE MARK IS 0.2 M ABOVE THE DRIVE.
 DX3419
 DX3419                          STATION RECOVERY (1995)
 DX3419
 DX3419'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX3419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3420 ***********************************************************************
 DX3420  TIDAL BM    -  This is a Tidal Bench Mark.
 DX3420  DESIGNATION -  941 0580 N TIDAL
 DX3420  PID         -  DX3420
 DX3420  STATE/COUNTY-  CA/ORANGE
 DX3420  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3420
 DX3420                         *CURRENT SURVEY CONTROL
 DX3420  ___________________________________________________________________
 DX3420* NAD 83(1986)-  33 36 11.     (N)    117 52 59.     (W)     SCALED    
 DX3420* NAVD 88     -         3.948  (meters)      12.95   (feet)  ADJUSTED  
 DX3420  ___________________________________________________________________
 DX3420  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX3420  DYNAMIC HT  -           3.943 (meters)      12.94  (feet)  COMP
 DX3420  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DX3420
 DX3420  VERT ORDER  -  FIRST     CLASS I
 DX3420
 DX3420.The horizontal coordinates were scaled from a topographic map and have
 DX3420.an estimated accuracy of +/- 6 seconds.
 DX3420
 DX3420.The orthometric height was determined by differential leveling
 DX3420.and adjusted in June 1991.
 DX3420.WARNING-Repeat measurements at this control monument indicate possible
 DX3420.vertical movement.
 DX3420
 DX3420.This Tidal Bench Mark is designated as VM 920
 DX3420.by the Center for Operational Oceanographic Products and Services.
 DX3420
 DX3420.The geoid height was determined by GEOID03.
 DX3420
 DX3420.The dynamic height is computed by dividing the NAVD 88
 DX3420.geopotential number by the normal gravity value computed on the
 DX3420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3420.degrees latitude (g = 980.6199 gals.).
 DX3420
 DX3420.The modeled gravity was interpolated from observed gravity values.
 DX3420
 DX3420;                    North         East    Units  Estimated Accuracy
 DX3420;SPC CA 6     -   660,490.    1,848,440.      MT  (+/- 180 meters Scaled)
 DX3420
 DX3420                          SUPERSEDED SURVEY CONTROL
 DX3420
 DX3420  NGVD 29 (??/??/92)    3.232  (m)           10.60   (f) ADJ UNCH    1 1
 DX3420
 DX3420.Superseded values are not recommended for survey control.
 DX3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX3420.See file dsdata.txt to determine how the superseded data were derived.
 DX3420
 DX3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT180184(NAD 83)
 DX3420_MARKER: DJ = TIDAL STATION DISK
 DX3420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DX3420_SP_SET: COPPER-CLAD STEEL ROD
 DX3420_STAMPING: 0580 N 1977
 DX3420_MARK LOGO: NOS   
 DX3420_PROJECTION: FLUSH
 DX3420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3420_ROD/PIPE-DEPTH: 6.7  meters
 DX3420
 DX3420  HISTORY     - Date     Condition        Report By
 DX3420  HISTORY     - 1977     MONUMENTED       NOS
 DX3420  HISTORY     - 1978     GOOD             NGS
 DX3420  HISTORY     - 1988     GOOD             NGS
 DX3420  HISTORY     - 19950916 GOOD             USPSQD
 DX3420
 DX3420                          STATION DESCRIPTION
 DX3420
 DX3420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DX3420'IN CORONA DEL MAR.
 DX3420'AT THE COAST GUARD STATION AT NEWPORT BEACH, 114 FT. SOUTHWEST
 DX3420'OF BAYSIDE DRIVE AND 85 FT. EAST OF A FLAGPOLE.
 DX3420
 DX3420                          STATION RECOVERY (1988)
 DX3420
 DX3420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.10
 DX3420'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX3420'MAR, AT THE ORANGE COUNTY HARBOR DISTRICT OFFICE, 34.7 M (113.8 FT)
 DX3420'SOUTHWEST OF THE DRIVE CENTERLINE, 28.6 M (93.8 FT) SOUTHWEST OF THE
 DX3420'MARK 6 NP, 4.6 M (15.1 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 0.6
 DX3420'M (2.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE DRIVEWAY.
 DX3420'THE MARK IS 0.2 M ABOVE THE DRIVEWAY.
 DX3420
 DX3420                          STATION RECOVERY (1995)
 DX3420
 DX3420'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX3420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1959 ***********************************************************************
 DX1959  TIDAL BM    -  This is a Tidal Bench Mark.
 DX1959  DESIGNATION -  941 0580 TIDAL 1
 DX1959  PID         -  DX1959
 DX1959  STATE/COUNTY-  CA/ORANGE
 DX1959  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1959
 DX1959                         *CURRENT SURVEY CONTROL
 DX1959  ___________________________________________________________________
 DX1959* NAD 83(1986)-  33 35 49.     (N)    117 52 45.     (W)     SCALED    
 DX1959* NAVD 88     -         3.106  (meters)      10.19   (feet)  ADJUSTED  
 DX1959  ___________________________________________________________________
 DX1959  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX1959  DYNAMIC HT  -           3.102 (meters)      10.18  (feet)  COMP
 DX1959  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 DX1959
 DX1959  VERT ORDER  -  FIRST     CLASS I
 DX1959
 DX1959.The horizontal coordinates were scaled from a topographic map and have
 DX1959.an estimated accuracy of +/- 6 seconds.
 DX1959
 DX1959.The orthometric height was determined by differential leveling
 DX1959.and adjusted in June 1991.
 DX1959.WARNING-Repeat measurements at this control monument indicate possible
 DX1959.vertical movement.
 DX1959
 DX1959.This Tidal Bench Mark is designated as VM 913
 DX1959.by the Center for Operational Oceanographic Products and Services.
 DX1959
 DX1959.The geoid height was determined by GEOID03.
 DX1959
 DX1959.The dynamic height is computed by dividing the NAVD 88
 DX1959.geopotential number by the normal gravity value computed on the
 DX1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1959.degrees latitude (g = 980.6199 gals.).
 DX1959
 DX1959.The modeled gravity was interpolated from observed gravity values.
 DX1959
 DX1959;                    North         East    Units  Estimated Accuracy
 DX1959;SPC CA 6     -   659,800.    1,848,790.      MT  (+/- 180 meters Scaled)
 DX1959
 DX1959                          SUPERSEDED SURVEY CONTROL
 DX1959
 DX1959  NGVD 29 (??/??/92)    2.392  (m)            7.85   (f) ADJ UNCH    1 1
 DX1959
 DX1959.Superseded values are not recommended for survey control.
 DX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1959.See file dsdata.txt to determine how the superseded data were derived.
 DX1959
 DX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT184178(NAD 83)
 DX1959_MARKER: DJ = TIDAL STATION DISK
 DX1959_SETTING: 66 = SET IN ROCK OUTCROP
 DX1959_SP_SET: ROCK OUTCROP
 DX1959_STAMPING: NO 1 1926
 DX1959_MARK LOGO: CGS   
 DX1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1959+STABILITY: POSITION/ELEVATION WELL
 DX1959
 DX1959  HISTORY     - Date     Condition        Report By
 DX1959  HISTORY     - 1926     MONUMENTED       CGS
 DX1959  HISTORY     - 1960     GOOD             NGS
 DX1959  HISTORY     - 1978     GOOD             NGS
 DX1959  HISTORY     - 1988     GOOD             NGS
 DX1959  HISTORY     - 19950916 GOOD             USPSQD
 DX1959
 DX1959                          STATION DESCRIPTION
 DX1959
 DX1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1959'AT CORONA DEL MAR.
 DX1959'AT CORONA DEL MAR, AT NEWPORT BAY ENTRANCE, ABOUT 0.1 MILE
 DX1959'SOUTHWEST OF THE JUNCTION OF OCEAN BOULEVARD AND DAHLIA AVENUE.
 DX1959'SET IN THE TOP OF A ROCK OUTCROP 37.5 FEET SOUTHWEST OF THE
 DX1959'SOUTHWEST WALL OF THE WILLIAM O. KERKOFF MARINE LABORATORY,
 DX1959'9 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST WALL OF THE WILLIAM
 DX1959'O. KERKOFF MARINE LABORATORY, 9 FEET SOUTHWEST OF THE SOUTHWEST
 DX1959'EDGE OF A CONCRETE-MASONRY WALL ENCIRCLING THE BUILDING AND
 DX1959'ABOUT 8 FEET LOWER THAN THE TOP OF THE WALL.  IT IS 26.5 FEET
 DX1959'NORTHWEST OF TIDAL BENCH MARK 2.
 DX1959
 DX1959                          STATION RECOVERY (1978)
 DX1959
 DX1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1959'RECOVERED IN GOOD CONDITION.
 DX1959
 DX1959                          STATION RECOVERY (1988)
 DX1959
 DX1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1959'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CORONA DEL
 DX1959'MAR, 0.15 KM (0.10 MI) SOUTHWEST OF THE T-JUNCTION OF OCEAN BOULEVARD
 DX1959'AND DAHLIA AVENUE, AT THE NEWPORT BAY ENTRANCE CHANNEL, IN TOP OF A
 DX1959'ROCK OUTCROP, 11.4 M (37.4 FT) SOUTHWEST OF THE SOUTHWEST WALL OF THE
 DX1959'WILLIAM O. KERKOFF LABORATORY, 8.1 M (26.6 FT) NORTHWEST OF TIDAL BM
 DX1959'2, 6.1 M (20.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL PIER
 DX1959'LEADING FROM THE WEST CORNER OF THE LAB TO THE BAY, 2.7 M (8.9 FT)
 DX1959'SOUTHWEST OF THE SOUTHWEST EDGE OF A STONE AND CEMENT WALL AROUND THE
 DX1959'SOUTHWEST END OF THE LAB.
 DX1959'THE MARK IS 2.4 M BELOW THE TOP OF THE WALL.
 DX1959
 DX1959                          STATION RECOVERY (1995)
 DX1959
 DX1959'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1960 ***********************************************************************
 DX1960  TIDAL BM    -  This is a Tidal Bench Mark.
 DX1960  DESIGNATION -  941 0580 TIDAL 2
 DX1960  PID         -  DX1960
 DX1960  STATE/COUNTY-  CA/ORANGE
 DX1960  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1960
 DX1960                         *CURRENT SURVEY CONTROL
 DX1960  ___________________________________________________________________
 DX1960* NAD 83(1986)-  33 35 49.     (N)    117 52 45.     (W)     SCALED    
 DX1960* NAVD 88     -         3.039  (meters)       9.97   (feet)  ADJUSTED  
 DX1960  ___________________________________________________________________
 DX1960  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX1960  DYNAMIC HT  -           3.036 (meters)       9.96  (feet)  COMP
 DX1960  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 DX1960  OBS GRAVITY -     979,603.0   (mgal)                       GRAV_OBS
 DX1960
 DX1960  VERT ORDER  -  FIRST     CLASS I
 DX1960
 DX1960.The horizontal coordinates were scaled from a topographic map and have
 DX1960.an estimated accuracy of +/- 6 seconds.
 DX1960
 DX1960.The orthometric height was determined by differential leveling
 DX1960.and adjusted in June 1991.
 DX1960.WARNING-Repeat measurements at this control monument indicate possible
 DX1960.vertical movement.
 DX1960
 DX1960.This Tidal Bench Mark is designated as VM 914
 DX1960.by the Center for Operational Oceanographic Products and Services.
 DX1960
 DX1960.The geoid height was determined by GEOID03.
 DX1960
 DX1960.The dynamic height is computed by dividing the NAVD 88
 DX1960.geopotential number by the normal gravity value computed on the
 DX1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1960.degrees latitude (g = 980.6199 gals.).
 DX1960
 DX1960.The modeled gravity was interpolated from observed gravity values.
 DX1960.The observed gravity was obtained from relative gravimeter ties
 DX1960.to the IGSN71 gravity network.
 DX1960
 DX1960;                    North         East    Units  Estimated Accuracy
 DX1960;SPC CA 6     -   659,800.    1,848,790.      MT  (+/- 180 meters Scaled)
 DX1960
 DX1960                          SUPERSEDED SURVEY CONTROL
 DX1960
 DX1960  NGVD 29 (??/??/92)    2.325  (m)            7.63   (f) ADJ UNCH    1 1
 DX1960
 DX1960.Superseded values are not recommended for survey control.
 DX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1960.See file dsdata.txt to determine how the superseded data were derived.
 DX1960
 DX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT184178(NAD 83)
 DX1960_MARKER: DJ = TIDAL STATION DISK
 DX1960_SETTING: 66 = SET IN ROCK OUTCROP
 DX1960_SP_SET: ROCK OUTCROP
 DX1960_STAMPING: NO 2 1926
 DX1960_MARK LOGO: CGS   
 DX1960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1960+STABILITY: POSITION/ELEVATION WELL
 DX1960
 DX1960  HISTORY     - Date     Condition        Report By
 DX1960  HISTORY     - 1926     MONUMENTED       CGS
 DX1960  HISTORY     - 1960     GOOD             NGS
 DX1960  HISTORY     - 1978     GOOD             NGS
 DX1960  HISTORY     - 1988     GOOD             NGS
 DX1960  HISTORY     - 19950916 GOOD             USPSQD
 DX1960
 DX1960                          STATION DESCRIPTION
 DX1960
 DX1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1960'AT CORONA DEL MAR.
 DX1960'AT CORONA DEL MAR, AT NEWPORT BAY ENTRANCE, ABOUT 0.1 MILE
 DX1960'SOUTHWEST OF THE JUNCTION OF OCEAN BOULEVARD AND DAHLIA AVENUE.
 DX1960'SET IN THE TOP OF ROCK LEDGE EXTENDING SOUTHEASTWARD FROM THE
 DX1960'WILLIAM O. KERCKOFF MARINE LABORATORY, 39.5 FEET SOUTH OF THE
 DX1960'SOUTH CORNER OF THE BUILDING, 10.5 FEET SOUTH OF THE SOUTH
 DX1960'EDGE OF THE CEMENT-MASONRY WALL ENCIRCLING THE BUILDING, ABOUT
 DX1960'6 FEET LOWER THAN THE TOP OF THE WALL.
 DX1960
 DX1960                          STATION RECOVERY (1978)
 DX1960
 DX1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1960'RECOVERED IN GOOD CONDITION.
 DX1960
 DX1960                          STATION RECOVERY (1988)
 DX1960
 DX1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1960'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CORONA DEL
 DX1960'MAR, 0.15 KM (0.10 MI) SOUTHWEST OF THE T-JUNCTION OF OCEAN BOULEVARD
 DX1960'AND DAHLIA AVENUE, AT THE NEWPORT BAY ENTRANCE CHANNEL, IN THE TOP OF
 DX1960'A ROCK LEDGE WHICH EXTENDS SOUTH FROM THE WILLIAM O. KERKOFF
 DX1960'LABORATORY, 12.0 M (39.4 FT) SOUTH OF THE SOUTH CORNER OF THE LAB,
 DX1960'8.1 M (26.6 FT) SOUTHEAST OF THE MARK TIDAL BM 1, 7.3 M (24.0 FT)
 DX1960'NORTH OF THE SOUTH END OF THE ROCK LEDGE, 3.2 M (10.5 FT) SOUTH OF
 DX1960'THE SOUTH EDGE OF A STONE AND CEMENT WALL AROUND THE SOUTHWEST END OF
 DX1960'THE LAB.
 DX1960'THE MARK IS 1.8 M BELOW THE TOP OF THE WALL.
 DX1960
 DX1960                          STATION RECOVERY (1995)
 DX1960
 DX1960'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1969 ***********************************************************************
 DX1969  TIDAL BM    -  This is a Tidal Bench Mark.
 DX1969  DESIGNATION -  941 0580 TIDAL 2 NP
 DX1969  PID         -  DX1969
 DX1969  STATE/COUNTY-  CA/ORANGE
 DX1969  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1969
 DX1969                         *CURRENT SURVEY CONTROL
 DX1969  ___________________________________________________________________
 DX1969* NAD 83(1986)-  33 36 09.     (N)    117 53 05.     (W)     SCALED    
 DX1969* NAVD 88     -         3.225  (meters)      10.58   (feet)  ADJUSTED  
 DX1969  ___________________________________________________________________
 DX1969  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DX1969  DYNAMIC HT  -           3.221 (meters)      10.57  (feet)  COMP
 DX1969  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DX1969
 DX1969  VERT ORDER  -  FIRST     CLASS I
 DX1969
 DX1969.The horizontal coordinates were scaled from a topographic map and have
 DX1969.an estimated accuracy of +/- 6 seconds.
 DX1969
 DX1969.The orthometric height was determined by differential leveling
 DX1969.and adjusted in June 1991.
 DX1969.WARNING-Repeat measurements at this control monument indicate possible
 DX1969.vertical movement.
 DX1969
 DX1969.This Tidal Bench Mark is designated as VM 915
 DX1969.by the Center for Operational Oceanographic Products and Services.
 DX1969
 DX1969.The geoid height was determined by GEOID03.
 DX1969
 DX1969.The dynamic height is computed by dividing the NAVD 88
 DX1969.geopotential number by the normal gravity value computed on the
 DX1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1969.degrees latitude (g = 980.6199 gals.).
 DX1969
 DX1969.The modeled gravity was interpolated from observed gravity values.
 DX1969
 DX1969;                    North         East    Units  Estimated Accuracy
 DX1969;SPC CA 6     -   660,430.    1,848,290.      MT  (+/- 180 meters Scaled)
 DX1969
 DX1969                          SUPERSEDED SURVEY CONTROL
 DX1969
 DX1969  NGVD 29 (??/??/??)    2.525  (m)            8.28   (f) ADJUSTED    1 1
 DX1969
 DX1969.Superseded values are not recommended for survey control.
 DX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1969.See file dsdata.txt to determine how the superseded data were derived.
 DX1969
 DX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179184(NAD 83)
 DX1969_MARKER: DB = BENCH MARK DISK
 DX1969_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX1969_SP_SET: SEAWALL
 DX1969_STAMPING: 2 NP 1955
 DX1969_MARK LOGO: CGS   
 DX1969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1969+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 DX1969
 DX1969  HISTORY     - Date     Condition        Report By
 DX1969  HISTORY     - 1955     MONUMENTED       CGS
 DX1969  HISTORY     - 1968     GOOD             NGS
 DX1969  HISTORY     - 1973     GOOD             CA-059
 DX1969  HISTORY     - 1978     GOOD             NGS
 DX1969  HISTORY     - 1988     GOOD             NGS
 DX1969  HISTORY     - 19940819 GOOD             MWDSC
 DX1969  HISTORY     - 19950916 GOOD             USPSQD
 DX1969
 DX1969                          STATION DESCRIPTION
 DX1969
 DX1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX1969'1.2 MI NW FROM CORONA DEL MAR.
 DX1969'1.15 MILES NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN
 DX1969'CORONA DEL MAR TO THE HARBOR DEPARTMENT AND U.S. COAST GUARD
 DX1969'HEADQUARTERS, ABOUT 5 FEET SOUTH OF THE SOUTH EDGE OF THE HARBOR
 DX1969'DEPARTMENT BUILDING, 1.5 FEET NORTH OF AN IRON PIPE RAILING, 0.5
 DX1969'OF A FOOT EAST OF THE RAILING, SET IN THE TOP OF A CONCRETE SEAWALL,
 DX1969'LEVEL WITH A CONCRETE WALK.
 DX1969
 DX1969                          STATION RECOVERY (1973)
 DX1969
 DX1969'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1969'RECOVERED IN GOOD CONDITION.
 DX1969
 DX1969                          STATION RECOVERY (1978)
 DX1969
 DX1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1969'RECOVERED IN GOOD CONDITION.
 DX1969
 DX1969                          STATION RECOVERY (1988)
 DX1969
 DX1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1969'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.10
 DX1969'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX1969'MAR, AT THE ORANGE COUNTY HARBOR DISTRICT OFFICE, IN TOP OF A
 DX1969'SEAWALL, 62.2 M (204.1 FT) NORTHWEST OF THE MARK STAMPED COORS 1974
 DX1969'TOPOGRAPHIC, 6.5 M (21.3 FT) SOUTH OF THE SOUTH CORNER OF THE SHERIFF
 DX1969'HARBOR PATROL BUILDING, 0.7 M (2.3 FT) NORTHWEST OF THE NORTHWEST
 DX1969'WALL OF A MARINE RAILWAY LEADING TO THE WATER.
 DX1969'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DX1969
 DX1969                          STATION RECOVERY (1994)
 DX1969
 DX1969'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX1969'NEWPORT BEACH, NEAR INTERSECTION OF BAYSIDE DRIVE AND ENTRANCE TO
 DX1969'HARBOR MASTER COAST GUARD, ON SOUTHWESTERLY SIDE OF HARBOR MASTER
 DX1969'COAST GUARD FACILITIES, 2 FEET (0.6 M) NORTHWEST OF NORTHWESTERLY BOAT
 DX1969'LAUNCH, 25 FEET (7.6 M) SOUTHEAST OF SOUTHEASTERLY CORNER OF HARBOR
 DX1969'PATROL AND BOAT SHOP BUILDING, IN TOP OF 27 3/4 INCH THICK CONCRETE
 DX1969'SEA WALL, A 3 1/2 INCH USCGS BRASS DISK STAMPED 2 NP 1955. REFERENCE
 DX1969'MWD FB 2011 03 109.
 DX1969
 DX1969                          STATION RECOVERY (1995)
 DX1969
 DX1969'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1961 ***********************************************************************
 DX1961  DESIGNATION -  941 0580 TIDAL 3
 DX1961  PID         -  DX1961
 DX1961  STATE/COUNTY-  CA/ORANGE
 DX1961  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1961
 DX1961                         *CURRENT SURVEY CONTROL
 DX1961  ___________________________________________________________________
 DX1961* NAD 83(1986)-  33 35 36.     (N)    117 52 40.     (W)     SCALED    
 DX1961* NAVD 88     -         2.01   (+/-2cm)       6.6    (feet)  VERTCON   
 DX1961  ___________________________________________________________________
 DX1961  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX1961  VERT ORDER  -  FIRST     CLASS II (See Below)
 DX1961
 DX1961.The horizontal coordinates were scaled from a topographic map and have
 DX1961.an estimated accuracy of +/- 6 seconds.
 DX1961
 DX1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1961.The vertical order pertains to the NGVD 29 superseded value.
 DX1961
 DX1961.The geoid height was determined by GEOID03.
 DX1961
 DX1961;                    North         East    Units  Estimated Accuracy
 DX1961;SPC CA 6     -   659,400.    1,848,920.      MT  (+/- 180 meters Scaled)
 DX1961
 DX1961                          SUPERSEDED SURVEY CONTROL
 DX1961
 DX1961  NGVD 29 (??/??/??)    1.310  (m)            4.30   (f) ADJUSTED    1 2
 DX1961
 DX1961.Superseded values are not recommended for survey control.
 DX1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1961.See file dsdata.txt to determine how the superseded data were derived.
 DX1961
 DX1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT185174(NAD 83)
 DX1961_MARKER: DJ = TIDAL STATION DISK
 DX1961_SETTING: 66 = SET IN ROCK OUTCROP
 DX1961_SP_SET: ROCK LEDGE
 DX1961_STAMPING: NO 3 1926
 DX1961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DX1961+STABILITY: POSITION/ELEVATION WELL
 DX1961
 DX1961  HISTORY     - Date     Condition        Report By
 DX1961  HISTORY     - 1926     MONUMENTED       CGS
 DX1961  HISTORY     - 1960     GOOD             NGS
 DX1961  HISTORY     - 1978     MARK NOT FOUND   NGS
 DX1961
 DX1961                          STATION DESCRIPTION
 DX1961
 DX1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1961'AT CORONA DEL MAR.
 DX1961'AT CORONA DEL MAR, AT NEWPORT BAY ENTRANCE, ABOUT 0.1 MILE
 DX1961'SOUTHWEST OF THE JUNCTION OF OCEAN BOULEVARD AND DAHLIA STREET.
 DX1961'SET AT THE SOUTHWEST BASE OF A ROCKY LEDGE, IN A SMALL, ROCK
 DX1961'NICHE, ABOUT 50 FEET EAST OF THE WILLIAM O. KERCKOFF MARINE
 DX1961'LABORATORY, 22 FEET SOUTHEAST OF THE EAST CORNER OF THE
 DX1961'CONCRETE STEPS LEADING DOWN THE CONCRETE-MASONRY WALL TO THE
 DX1961'BEACH, 13 FEET WEST OF THE EAST END OF THE ROCK LEDGE AND ABOUT
 DX1961'0.5 FEET ABOVE THE PRESENT LEVEL OF THE SAND BEACH.  IT IS 38
 DX1961'FEET NORTHEAST OF BENCH MARK 2.  NOTE-- THIS MARK IS NOT LISTED
 DX1961'IN DESCRIPTIONS FOR TIDAL BENCH MARKS, CALIFORNIA PART II,
 DX1961'PAGE 7, DATED 6/3/59.
 DX1961
 DX1961                          STATION RECOVERY (1978)
 DX1961
 DX1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1970 ***********************************************************************
 DX1970  TIDAL BM    -  This is a Tidal Bench Mark.
 DX1970  DESIGNATION -  941 0580 TIDAL 3 NP
 DX1970  PID         -  DX1970
 DX1970  STATE/COUNTY-  CA/ORANGE
 DX1970  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1970
 DX1970                         *CURRENT SURVEY CONTROL
 DX1970  ___________________________________________________________________
 DX1970* NAD 83(1986)-  33 36 13.     (N)    117 53 06.     (W)     SCALED    
 DX1970* NAVD 88     -         3.245  (meters)      10.65   (feet)  ADJUSTED  
 DX1970  ___________________________________________________________________
 DX1970  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DX1970  DYNAMIC HT  -           3.241 (meters)      10.63  (feet)  COMP
 DX1970  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DX1970
 DX1970  VERT ORDER  -  FIRST     CLASS I
 DX1970
 DX1970.The horizontal coordinates were scaled from a topographic map and have
 DX1970.an estimated accuracy of +/- 6 seconds.
 DX1970
 DX1970.The orthometric height was determined by differential leveling
 DX1970.and adjusted in February 1997.
 DX1970.WARNING-Repeat measurements at this control monument indicate possible
 DX1970.vertical movement.
 DX1970
 DX1970.This Tidal Bench Mark is designated as VM 916
 DX1970.by the Center for Operational Oceanographic Products and Services.
 DX1970
 DX1970.The geoid height was determined by GEOID03.
 DX1970
 DX1970.The dynamic height is computed by dividing the NAVD 88
 DX1970.geopotential number by the normal gravity value computed on the
 DX1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1970.degrees latitude (g = 980.6199 gals.).
 DX1970
 DX1970.The modeled gravity was interpolated from observed gravity values.
 DX1970
 DX1970;                    North         East    Units  Estimated Accuracy
 DX1970;SPC CA 6     -   660,550.    1,848,260.      MT  (+/- 180 meters Scaled)
 DX1970
 DX1970                          SUPERSEDED SURVEY CONTROL
 DX1970
 DX1970  NAVD 88 (06/15/91)    3.244  (m)           10.64   (f) UNKNOWN     1 1
 DX1970  NGVD 29 (??/??/??)    2.543  (m)            8.34   (f) ADJUSTED    1 1
 DX1970
 DX1970.Superseded values are not recommended for survey control.
 DX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1970.See file dsdata.txt to determine how the superseded data were derived.
 DX1970
 DX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT178185(NAD 83)
 DX1970_MARKER: DB = BENCH MARK DISK
 DX1970_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX1970_SP_SET: SEAWALL
 DX1970_STAMPING: 3 NP 1955
 DX1970_MARK LOGO: CGS   
 DX1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1970+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 DX1970
 DX1970  HISTORY     - Date     Condition        Report By
 DX1970  HISTORY     - 1955     MONUMENTED       CGS
 DX1970  HISTORY     - 1968     GOOD             NGS
 DX1970  HISTORY     - 1973     GOOD             CA-059
 DX1970  HISTORY     - 1978     GOOD             NGS
 DX1970  HISTORY     - 1988     GOOD             NGS
 DX1970  HISTORY     - 19940819 GOOD             MWDSC
 DX1970  HISTORY     - 19950916 GOOD             USPSQD
 DX1970
 DX1970                          STATION DESCRIPTION
 DX1970
 DX1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX1970'1.2 MI NW FROM CORONA DEL MAR.
 DX1970'1.15 MILES NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN
 DX1970'CORONA DEL MAR TO THE HARBOR DEPARTMENT AND U.S. COAST GUARD
 DX1970'HEADQUARTERS, ABOUT 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DX1970'THE HARBOR DEPARTMENT BUILDING, 3 FEET SOUTHEAST OF A 6 FOOT HIGH
 DX1970'CHAIN LINK FENCE THAT DIVIDES THE HARBOR DEPARTMENT AND THE YACHT
 DX1970'CLUB, 0.8 OF A FOOT NORTHEAST OF THE FACE OF A CONCRETE SEAWALL,
 DX1970'SET IN THE TOP OF THE SEAWALL, LEVEL WITH A CONCRETE WALK.
 DX1970
 DX1970                          STATION RECOVERY (1973)
 DX1970
 DX1970'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1970'RECOVERED IN GOOD CONDITION.
 DX1970
 DX1970                          STATION RECOVERY (1978)
 DX1970
 DX1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1970'RECOVERED IN GOOD CONDITION.
 DX1970
 DX1970                          STATION RECOVERY (1988)
 DX1970
 DX1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1970'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.10
 DX1970'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX1970'MAR, AT THE ORANGE COUNTY HARBOR DISTRICT OFFICE, IN TOP OF THE
 DX1970'SEAWALL, 68.9 M (226.0 FT) NORTHWEST OF THE MARK STAMPED 2 NP 1955,
 DX1970'21.3 M (69.9 FT) NORTHWEST OF THE WEST CORNER OF THE SHERIFF HARBOR
 DX1970'PATROL OFFICE BUILDING, 13.7 M (44.9 FT) SOUTHWEST OF THE SOUTHWEST
 DX1970'WALL OF A SHOP BUILDING, 1.1 M (3.6 FT) SOUTHEAST OF A CHAIN LINK
 DX1970'FENCE.
 DX1970'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DX1970
 DX1970                          STATION RECOVERY (1994)
 DX1970
 DX1970'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX1970'NEWPORT BEACH, NEAR INTERSECTION OF BAYSIDE DRIVE AND ENTRANCE TO
 DX1970'HARBOR MASTER COAST GUARD, ON SOUTHWESTERLY CORNER OF HARBOR MASTER
 DX1970'COAST GUARD FACILITIES, 66 FEET (20.1 M) NORTHWEST OF SOUTHWESTERLY
 DX1970'CORNER OF HARBOR PATROL AND BOAT SHOP BUILDING, 44 FEET (13.4 M)
 DX1970'SOUTHWEST OF SOUTHWESTERLY CORNER OF MAINTANCE GARAGE BUILDING, 3.5
 DX1970'FEET (1.1 M) SOUTHEAST OF 6 FEET (1.8 M) TALL CHAIN LINK FENCE, FLUSH
 DX1970'IN TOP OF 27 3/4 INCH THICK CONCRETE SEA WALL, A 3 1/2 INCH USCGS
 DX1970'BRASS DISK STAMPED 3 NP 1955.  REFERENCE MWD FB 2011 03 108.
 DX1970
 DX1970                          STATION RECOVERY (1995)
 DX1970
 DX1970'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3422 ***********************************************************************
 DX3422  DESIGNATION -  941 0580 TIDAL 4 NP
 DX3422  PID         -  DX3422
 DX3422  STATE/COUNTY-  CA/ORANGE
 DX3422  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3422
 DX3422                         *CURRENT SURVEY CONTROL
 DX3422  ___________________________________________________________________
 DX3422* NAD 83(1986)-  33 36 17.     (N)    117 53 03.     (W)     SCALED    
 DX3422* NAVD 88     -         4.101  (meters)      13.45   (feet)  READJUSTED
 DX3422  ___________________________________________________________________
 DX3422  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX3422  DYNAMIC HT  -           4.100 (meters)      13.45  (feet)  COMP
 DX3422  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 DX3422
 DX3422  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX3422
 DX3422.The horizontal coordinates were scaled from a topographic map and have
 DX3422.an estimated accuracy of +/- 6 seconds.
 DX3422
 DX3422.The orthometric height was determined by differential leveling
 DX3422.and adjusted in February 1993.
 DX3422.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX3422.distribution rate of 0.0 thru 1.0 mm/km.
 DX3422.The height was derived from older observations constrained to new
 DX3422.heights in a crustal motion area.  The height is approximate in
 DX3422.relation to other heights in its vicinity.
 DX3422
 DX3422.The geoid height was determined by GEOID03.
 DX3422
 DX3422.The dynamic height is computed by dividing the NAVD 88
 DX3422.geopotential number by the normal gravity value computed on the
 DX3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3422.degrees latitude (g = 980.6199 gals.).
 DX3422
 DX3422.The modeled gravity was interpolated from observed gravity values.
 DX3422
 DX3422;                    North         East    Units  Estimated Accuracy
 DX3422;SPC CA 6     -   660,670.    1,848,340.      MT  (+/- 180 meters Scaled)
 DX3422
 DX3422                          SUPERSEDED SURVEY CONTROL
 DX3422
 DX3422.No superseded survey control is available for this station.
 DX3422
 DX3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179186(NAD 83)
 DX3422_MARKER: DB = BENCH MARK DISK
 DX3422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX3422_SP_SET: CONCRETE CURB
 DX3422_STAMPING: 4 NP 1958
 DX3422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX3422
 DX3422  HISTORY     - Date     Condition        Report By
 DX3422  HISTORY     - 1958     MONUMENTED       CGS
 DX3422  HISTORY     - 1978     GOOD             NGS
 DX3422  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX3422
 DX3422                          STATION DESCRIPTION
 DX3422
 DX3422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DX3422'IN CORONA DEL MAR.
 DX3422'0.1 MILE SOUTHEAST OF THE COAST GUARD STATION, BETWEEN 2007 AND 2015
 DX3422'BAYSIDE DRIVE, 20 FT. SOUTHWEST OF THE CENTER LINE OF BAYSIDE DRIVE,
 DX3422'3.5 FT. NORTHEAST OF A FIRE PLUG.
 DX3422
 DX3422                          STATION RECOVERY (1988)
 DX3422
 DX3422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX3422'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1966 ***********************************************************************
 DX1966  DESIGNATION -  941 0580 TIDAL 5 NP
 DX1966  PID         -  DX1966
 DX1966  STATE/COUNTY-  CA/ORANGE
 DX1966  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1966
 DX1966                         *CURRENT SURVEY CONTROL
 DX1966  ___________________________________________________________________
 DX1966* NAD 83(1986)-  33 36 14.     (N)    117 53 00.     (W)     SCALED    
 DX1966* NAVD 88     -         3.846  (meters)      12.62   (feet)  READJUSTED
 DX1966  ___________________________________________________________________
 DX1966  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX1966  DYNAMIC HT  -           3.840 (meters)      12.60  (feet)  COMP
 DX1966  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 DX1966
 DX1966  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
 DX1966
 DX1966.The horizontal coordinates were scaled from a topographic map and have
 DX1966.an estimated accuracy of +/- 6 seconds.
 DX1966
 DX1966.The orthometric height was determined by differential leveling
 DX1966.and adjusted in February 1993.
 DX1966.* This is a READJUSTED BENCH MARK height.  Code A indicates a
 DX1966.distribution rate of 0.0 thru 1.0 mm/km.
 DX1966.The height was derived from older observations constrained to new
 DX1966.heights in a crustal motion area.  The height is approximate in
 DX1966.relation to other heights in its vicinity.
 DX1966
 DX1966.The geoid height was determined by GEOID03.
 DX1966
 DX1966.The dynamic height is computed by dividing the NAVD 88
 DX1966.geopotential number by the normal gravity value computed on the
 DX1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1966.degrees latitude (g = 980.6199 gals.).
 DX1966
 DX1966.The modeled gravity was interpolated from observed gravity values.
 DX1966
 DX1966;                    North         East    Units  Estimated Accuracy
 DX1966;SPC CA 6     -   660,580.    1,848,420.      MT  (+/- 180 meters Scaled)
 DX1966
 DX1966                          SUPERSEDED SURVEY CONTROL
 DX1966
 DX1966  NGVD 29 (??/??/??)    3.145  (m)           10.32   (f) ADJUSTED    1 1
 DX1966
 DX1966.Superseded values are not recommended for survey control.
 DX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1966.See file dsdata.txt to determine how the superseded data were derived.
 DX1966
 DX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT180185(NAD 83)
 DX1966_MARKER: DB = BENCH MARK DISK
 DX1966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1966_SP_SET: CATCH BASIN
 DX1966_STAMPING: 5NP 1958
 DX1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1966
 DX1966  HISTORY     - Date     Condition        Report By
 DX1966  HISTORY     - 1958     MONUMENTED       CGS
 DX1966  HISTORY     - 1968     GOOD             NGS
 DX1966  HISTORY     - 1973     GOOD             CA-059
 DX1966  HISTORY     - 1978     GOOD             NGS
 DX1966  HISTORY     - 1988     MARK NOT FOUND   NGS
 DX1966
 DX1966                          STATION DESCRIPTION
 DX1966
 DX1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX1966'0.9 MI NW FROM CORONA DEL MAR.
 DX1966'ABOUT 0.9 MILE NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE
 DX1966'IN CORONA DEL MAR AND ABOUT 0.25 MILE SOUTHEAST ALONG THE DRIVE FROM
 DX1966'THE ENTRANCE ROAD INTO THE HARBOR DEPARTMENT AND U.S. COAST GUARD
 DX1966'HEADQUARTERS, DIRECTLY ACROSS DRIVE FROM HOUSE NUMBER 2137, ABOUT
 DX1966'AT THE B.C. OF A CURVE IN THE CENTER LINE OF THE DRIVE GOING
 DX1966'NORTHWEST, 12 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE, SET
 DX1966'IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 0.3
 DX1966'OF A FOOT HIGHER THAN THE END OF A CONCRETE CURB AND 1 FOOT HIGHER
 DX1966'THAN THE GUTTER.
 DX1966
 DX1966                          STATION RECOVERY (1973)
 DX1966
 DX1966'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1966'RECOVERED IN GOOD CONDITION.
 DX1966
 DX1966                          STATION RECOVERY (1978)
 DX1966
 DX1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1966'RECOVERED IN GOOD CONDITION.
 DX1966
 DX1966                          STATION RECOVERY (1988)
 DX1966
 DX1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1966'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1967 ***********************************************************************
 DX1967  TIDAL BM    -  This is a Tidal Bench Mark.
 DX1967  DESIGNATION -  941 0580 TIDAL 6 NP
 DX1967  PID         -  DX1967
 DX1967  STATE/COUNTY-  CA/ORANGE
 DX1967  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1967
 DX1967                         *CURRENT SURVEY CONTROL
 DX1967  ___________________________________________________________________
 DX1967* NAD 83(1986)-  33 36 12.     (N)    117 53 01.     (W)     SCALED    
 DX1967* NAVD 88     -         4.536  (meters)      14.88   (feet)  ADJUSTED  
 DX1967  ___________________________________________________________________
 DX1967  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DX1967  DYNAMIC HT  -           4.531 (meters)      14.87  (feet)  COMP
 DX1967  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DX1967
 DX1967  VERT ORDER  -  FIRST     CLASS I
 DX1967
 DX1967.The horizontal coordinates were scaled from a topographic map and have
 DX1967.an estimated accuracy of +/- 6 seconds.
 DX1967
 DX1967.The orthometric height was determined by differential leveling
 DX1967.and adjusted in June 1991.
 DX1967.WARNING-Repeat measurements at this control monument indicate possible
 DX1967.vertical movement.
 DX1967
 DX1967.This Tidal Bench Mark is designated as VM 917
 DX1967.by the Center for Operational Oceanographic Products and Services.
 DX1967
 DX1967.The geoid height was determined by GEOID03.
 DX1967
 DX1967.The dynamic height is computed by dividing the NAVD 88
 DX1967.geopotential number by the normal gravity value computed on the
 DX1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX1967.degrees latitude (g = 980.6199 gals.).
 DX1967
 DX1967.The modeled gravity was interpolated from observed gravity values.
 DX1967
 DX1967;                    North         East    Units  Estimated Accuracy
 DX1967;SPC CA 6     -   660,520.    1,848,390.      MT  (+/- 180 meters Scaled)
 DX1967
 DX1967                          SUPERSEDED SURVEY CONTROL
 DX1967
 DX1967  NGVD 29 (??/??/??)    3.842  (m)           12.61   (f) ADJUSTED    1 1
 DX1967
 DX1967.Superseded values are not recommended for survey control.
 DX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1967.See file dsdata.txt to determine how the superseded data were derived.
 DX1967
 DX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT180185(NAD 83)
 DX1967_MARKER: DB = BENCH MARK DISK
 DX1967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DX1967_SP_SET: CURB
 DX1967_STAMPING: 6 NP 1959
 DX1967_MARK LOGO: CGS   
 DX1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX1967+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 DX1967
 DX1967  HISTORY     - Date     Condition        Report By
 DX1967  HISTORY     - 1959     MONUMENTED       CGS
 DX1967  HISTORY     - 1968     GOOD             NGS
 DX1967  HISTORY     - 1973     GOOD             CA-059
 DX1967  HISTORY     - 1978     GOOD             NGS
 DX1967  HISTORY     - 1988     GOOD             NGS
 DX1967  HISTORY     - 19940819 GOOD             MWDSC
 DX1967  HISTORY     - 19950916 GOOD             USPSQD
 DX1967  HISTORY     - 20031222 POOR             GEOCAC
 DX1967
 DX1967                          STATION DESCRIPTION
 DX1967
 DX1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DX1967'1.2 MI NW FROM CORONA DEL MAR.
 DX1967'1.15 MILES NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN
 DX1967'CORONA DEL MAR TO THE HARBOR DEPARTMENT AND U.S. COAST GUARD
 DX1967'HEADQUARTERS ENTRANCE, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DX1967'DRIVE, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD,
 DX1967'12 FEET EAST OF A FIRE PLUG, SET IN THE TOP OF A CONCRETE CURB
 DX1967'RETURN, ABOUT 0.6 OF A FOOT HIGHER THAN THE GUTTER.
 DX1967
 DX1967                          STATION RECOVERY (1973)
 DX1967
 DX1967'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DX1967'RECOVERED IN GOOD CONDITION.
 DX1967
 DX1967                          STATION RECOVERY (1978)
 DX1967
 DX1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DX1967'RECOVERED IN GOOD CONDITION.
 DX1967
 DX1967                          STATION RECOVERY (1988)
 DX1967
 DX1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DX1967'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.10
 DX1967'MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL
 DX1967'MAR, AT THE T-JUNCTION OF THE ENTRANCE TO THE ORANGE COUNTY HARBOR
 DX1967'DISTRICT OFFICE, IN TOP OF THE SOUTHWEST CURB OF THE DRIVE, 6.1 M
 DX1967'(20.0 FT) SOUTHWEST OF THE DRIVE CENTERLINE, 7.9 M (25.9 FT)
 DX1967'SOUTHEAST OF THE CENTER OF THE ENTRANCE, 4.6 M (15.1 FT) NORTHWEST OF
 DX1967'THE NORTHWEST EDGE OF A DRIVEWAY TO A HOUSE NUMBERED 1915.
 DX1967'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DX1967
 DX1967                          STATION RECOVERY (1994)
 DX1967
 DX1967'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX1967'NEWPORT BEACH, NEAR SOUTHEAST CORNER OF INTERSECTION OF BAYSIDE DRIVE
 DX1967'AND ENTRANCE TO HARBOR MASTER COAST GUARD, 28 FEET (8.5 M) SOUTHEAST
 DX1967'OF CENTERLINE OF ENTRANCE ROAD, 20 FEET (6.1 M) SOUTHWEST OF
 DX1967'CENTERLINE OF BAYSIDE DRIVE, FLUSH IN TOP OF 6 INCH CONCRETE CURB, A 3
 DX1967'3/4 INCH USCGS BRASS DISK STAMPED 6 NP 1959.  REF FB 2011 01
 DX1967
 DX1967                          STATION RECOVERY (1995)
 DX1967
 DX1967'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1967'RECOVERED IN GOOD CONDITION.
 DX1967
 DX1967                          STATION RECOVERY (2003)
 DX1967
 DX1967'RECOVERY NOTE BY GEOCACHING 2003 (EDP)
 DX1967'MARKER IS COMPLETELY PAINTED OVER AND IMPOSSIBLE TO READ.  MARKER WAS
 DX1967'ONLY IDENTIFIED BY ITS LOCATION DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX3663 ***********************************************************************
 DX3663  TIDAL BM    -  This is a Tidal Bench Mark.
 DX3663  DESIGNATION -  941 0580 TIDAL COORS
 DX3663  PID         -  DX3663
 DX3663  STATE/COUNTY-  CA/ORANGE
 DX3663  USGS QUAD   -  NEWPORT BEACH (1981)
 DX3663
 DX3663                         *CURRENT SURVEY CONTROL
 DX3663  ___________________________________________________________________
 DX3663* NAD 83(1986)-  33 36 09.     (N)    117 53 03.     (W)     SCALED    
 DX3663* NAVD 88     -         3.219  (meters)      10.56   (feet)  ADJUSTED  
 DX3663  ___________________________________________________________________
 DX3663  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DX3663  DYNAMIC HT  -           3.215 (meters)      10.55  (feet)  COMP
 DX3663  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 DX3663
 DX3663  VERT ORDER  -  FIRST     CLASS II
 DX3663
 DX3663.The horizontal coordinates were scaled from a topographic map and have
 DX3663.an estimated accuracy of +/- 6 seconds.
 DX3663
 DX3663.The orthometric height was determined by differential leveling
 DX3663.and adjusted in June 1991.
 DX3663
 DX3663.This Tidal Bench Mark is designated as VM 921
 DX3663.by the Center for Operational Oceanographic Products and Services.
 DX3663
 DX3663.The geoid height was determined by GEOID03.
 DX3663
 DX3663.The dynamic height is computed by dividing the NAVD 88
 DX3663.geopotential number by the normal gravity value computed on the
 DX3663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DX3663.degrees latitude (g = 980.6199 gals.).
 DX3663
 DX3663.The modeled gravity was interpolated from observed gravity values.
 DX3663
 DX3663;                    North         East    Units  Estimated Accuracy
 DX3663;SPC CA 6     -   660,430.    1,848,340.      MT  (+/- 180 meters Scaled)
 DX3663
 DX3663                          SUPERSEDED SURVEY CONTROL
 DX3663
 DX3663.No superseded survey control is available for this station.
 DX3663
 DX3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179184(NAD 83)
 DX3663_MARKER: DB = BENCH MARK DISK
 DX3663_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DX3663_SP_SET: SEAWALL
 DX3663_STAMPING: COORS 1974 TOPOGRAPHIC
 DX3663_MARK LOGO: NOS   
 DX3663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DX3663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DX3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DX3663+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1994
 DX3663
 DX3663  HISTORY     - Date     Condition        Report By
 DX3663  HISTORY     - 1974     MONUMENTED       NOS
 DX3663  HISTORY     - 1988     GOOD             NGS
 DX3663  HISTORY     - 19940819 GOOD             MWDSC
 DX3663  HISTORY     - 19950916 GOOD             USPSQD
 DX3663  HISTORY     - 20010809 GOOD             JCLS
 DX3663
 DX3663                          STATION DESCRIPTION
 DX3663
 DX3663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 DX3663'1.8 KM (1.10 MI) NW FROM CORONA DEL MAR.
 DX3663'1.8 KM (1.10 MI) NORTHWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE
 DX3663'IN CORONA DEL MAR, AT THE ORANGE COUNTY HARBOR DISTRICT OFFICE, IN
 DX3663'TOP OF A SEAWALL, ABOUT 75 M (246.1 FT) SOUTH OF THE MARK STAMPED 1
 DX3663'NP 1955, 19.5 M (64.0 FT) SOUTHEAST OF THE EAST CORNER OF A COAST
 DX3663'GUARD PIER, 4.6 M (15.1 FT) SOUTH OF THE COAST GUARD MAST, 1.1 M (3.6
 DX3663'FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE SEAWALL.
 DX3663'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DX3663
 DX3663                          STATION RECOVERY (1994)
 DX3663
 DX3663'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1994 (JDG)
 DX3663'NEWPORT BEACH, NEAR INTERSECTION OF BAYSIDE DRIVE AND ENTRANCE TO
 DX3663'HARBOR MASTER COAST GUARD, ON SOUTHEASTERLY CORNER OF HARBOR MASTER
 DX3663'COAST GUARD FACILITIES, 60 FEET (18.3 M) SOUTHEAST OF NORTHEASTERLY
 DX3663'CORNER OF WOODEN DOCKS, 15 FEET (4.6 M) SOUTHEAST OF COAST GUARD MAST
 DX3663'AND FLAG POLE, 2 FEET (0.6 M) NORTHWEST OF SOUTHEASTERLY CORNER OF SEA
 DX3663'WALL, FLUSH IN TOP OF 27 3/4 INCH THICK CONCRETE SEA WALL, A 3 3/4
 DX3663'INCH NOS BRASS DISK STAMPED COORS 1974 TOPOGRAPHIC.  REFERENCE MWD FB
 DX3663'2011 03 110.
 DX3663
 DX3663                          STATION RECOVERY (1995)
 DX3663
 DX3663'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX3663'RECOVERED IN GOOD CONDITION.
 DX3663
 DX3663                          STATION RECOVERY (2001)
 DX3663
 DX3663'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 DX3663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1974 ***********************************************************************
 DX1974  DESIGNATION -  941 0583 TIDAL 1
 DX1974  PID         -  DX1974
 DX1974  STATE/COUNTY-  CA/ORANGE
 DX1974  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1974
 DX1974                         *CURRENT SURVEY CONTROL
 DX1974  ___________________________________________________________________
 DX1974* NAD 83(1986)-  33 36 11.     (N)    117 53 59.     (W)     SCALED    
 DX1974* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 DX1974  ___________________________________________________________________
 DX1974  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DX1974  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1974
 DX1974.The horizontal coordinates were scaled from a topographic map and have
 DX1974.an estimated accuracy of +/- 6 seconds.
 DX1974
 DX1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1974.The vertical order pertains to the NGVD 29 superseded value.
 DX1974
 DX1974.The geoid height was determined by GEOID03.
 DX1974
 DX1974;                    North         East    Units  Estimated Accuracy
 DX1974;SPC CA 6     -   660,510.    1,846,900.      MT  (+/- 180 meters Scaled)
 DX1974
 DX1974                          SUPERSEDED SURVEY CONTROL
 DX1974
 DX1974  NGVD 29 (??/??/??)    1.290  (m)            4.23   (f) ADJUSTED    1 1
 DX1974
 DX1974.Superseded values are not recommended for survey control.
 DX1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1974.See file dsdata.txt to determine how the superseded data were derived.
 DX1974
 DX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT165185(NAD 83)
 DX1974_MARKER: DB = BENCH MARK DISK
 DX1974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1974_SP_SET: SIDEWALK
 DX1974_STAMPING: NO 1 1926
 DX1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1974
 DX1974  HISTORY     - Date     Condition        Report By
 DX1974  HISTORY     - 1926     MONUMENTED       CGS
 DX1974  HISTORY     - 1960     GOOD             NGS
 DX1974  HISTORY     - 1974     GOOD             CA-059
 DX1974  HISTORY     - 1977     GOOD             NGS
 DX1974  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 DX1974
 DX1974                          STATION DESCRIPTION
 DX1974
 DX1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1974'AT BALBOA.
 DX1974'AT BALBOA, AT THE NORTHEAST END OF WASHINGTON AVENUE, ABOUT 300
 DX1974'FEET NORTHEAST OF THE INTERSECTION OF WASHINGTON AVENUE AND BALBOA
 DX1974'BOULEVARD, SET IN THE NORTHEAST EDGE OF THE CONCRETE SIDEWALK,
 DX1974'6 FEET NORTHWEST OF THE PROLONGATION OF THE WEST CURB OF WASHINGTON
 DX1974'AVENUE AND 0.3 FOOT NORTHWEST OF THE WEST ANCHOR BOLT OF STREET
 DX1974'LAMP POLE NO. K 37.
 DX1974
 DX1974                          STATION RECOVERY (1974)
 DX1974
 DX1974'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1974'RECOVERED IN GOOD CONDITION.
 DX1974
 DX1974                          STATION RECOVERY (1977)
 DX1974
 DX1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1974'NOT LEVELED THIS RECOVERY DATE.
 DX1974
 DX1974                          STATION RECOVERY (1995)
 DX1974
 DX1974'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1973 ***********************************************************************
 DX1973  DESIGNATION -  941 0583 TIDAL 2
 DX1973  PID         -  DX1973
 DX1973  STATE/COUNTY-  CA/ORANGE
 DX1973  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1973
 DX1973                         *CURRENT SURVEY CONTROL
 DX1973  ___________________________________________________________________
 DX1973* NAD 83(1986)-  33 36 10.     (N)    117 53 58.     (W)     SCALED    
 DX1973* NAVD 88     -         2.11   (+/-2cm)       6.9    (feet)  VERTCON   
 DX1973  ___________________________________________________________________
 DX1973  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DX1973  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1973
 DX1973.The horizontal coordinates were scaled from a topographic map and have
 DX1973.an estimated accuracy of +/- 6 seconds.
 DX1973
 DX1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1973.The vertical order pertains to the NGVD 29 superseded value.
 DX1973
 DX1973.The geoid height was determined by GEOID03.
 DX1973
 DX1973;                    North         East    Units  Estimated Accuracy
 DX1973;SPC CA 6     -   660,480.    1,846,920.      MT  (+/- 180 meters Scaled)
 DX1973
 DX1973                          SUPERSEDED SURVEY CONTROL
 DX1973
 DX1973  NGVD 29 (??/??/??)    1.418  (m)            4.65   (f) ADJUSTED    1 1
 DX1973
 DX1973.Superseded values are not recommended for survey control.
 DX1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1973.See file dsdata.txt to determine how the superseded data were derived.
 DX1973
 DX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT165184(NAD 83)
 DX1973_MARKER: DB = BENCH MARK DISK
 DX1973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1973_SP_SET: CURB
 DX1973_STAMPING: NO 2 1926
 DX1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1973
 DX1973  HISTORY     - Date     Condition        Report By
 DX1973  HISTORY     - 1926     MONUMENTED       CGS
 DX1973  HISTORY     - 1960     GOOD             NGS
 DX1973  HISTORY     - 1974     GOOD             CA-059
 DX1973  HISTORY     - 1977     GOOD             NGS
 DX1973  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 DX1973
 DX1973                          STATION DESCRIPTION
 DX1973
 DX1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1973'AT BALBOA.
 DX1973'AT BALBOA, ABOUT 250 FEET NORTHEAST OF THE INTERSECTION OF
 DX1973'BALBOA BOULEVARD AND WASHINGTON AVENUE, SET IN THE WEST CURB
 DX1973'OF WASHINGTON AVENUE, 80 FEET NORTHEAST OF THE INTERSECTION
 DX1973'OF WASHINGTON AVENUE AND EAST BAY AVENUE, 56 FEET SOUTHWEST OF
 DX1973'THE BASE OF STREET LAMP POLE NO. K 37 AND 58 FEET SOUTHWEST OF
 DX1973'BENCH MARK 1.
 DX1973
 DX1973                          STATION RECOVERY (1974)
 DX1973
 DX1973'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1973'RECOVERED IN GOOD CONDITION.
 DX1973
 DX1973                          STATION RECOVERY (1977)
 DX1973
 DX1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1973'ADD- 42.3 FT. WEST OF LAMP POST K 39, 26.0 FT. SOUTH OF A UTILITY
 DX1973'POLE WITH A TRANSFORMER.
 DX1973'NOT LEVELED THIS RECOVERY DATE.
 DX1973
 DX1973                          STATION RECOVERY (1995)
 DX1973
 DX1973'RECOVERY NOTE BY US POWER SQUADRON 1995
 DX1973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1972 ***********************************************************************
 DX1972  DESIGNATION -  941 0583 TIDAL 3
 DX1972  PID         -  DX1972
 DX1972  STATE/COUNTY-  CA/ORANGE
 DX1972  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1972
 DX1972                         *CURRENT SURVEY CONTROL
 DX1972  ___________________________________________________________________
 DX1972* NAD 83(1986)-  33 36 08.     (N)    117 53 57.     (W)     SCALED    
 DX1972* NAVD 88     -         1.95   (+/-2cm)       6.4    (feet)  VERTCON   
 DX1972  ___________________________________________________________________
 DX1972  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DX1972  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1972
 DX1972.The horizontal coordinates were scaled from a topographic map and have
 DX1972.an estimated accuracy of +/- 6 seconds.
 DX1972
 DX1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1972.The vertical order pertains to the NGVD 29 superseded value.
 DX1972
 DX1972.The geoid height was determined by GEOID03.
 DX1972
 DX1972;                    North         East    Units  Estimated Accuracy
 DX1972;SPC CA 6     -   660,420.    1,846,950.      MT  (+/- 180 meters Scaled)
 DX1972
 DX1972                          SUPERSEDED SURVEY CONTROL
 DX1972
 DX1972  NGVD 29 (??/??/??)    1.262  (m)            4.14   (f) ADJUSTED    1 1
 DX1972
 DX1972.Superseded values are not recommended for survey control.
 DX1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1972.See file dsdata.txt to determine how the superseded data were derived.
 DX1972
 DX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT165184(NAD 83)
 DX1972_MARKER: DB = BENCH MARK DISK
 DX1972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1972_SP_SET: WALL
 DX1972_STAMPING: NO 3 1926
 DX1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1972
 DX1972  HISTORY     - Date     Condition        Report By
 DX1972  HISTORY     - 1926     MONUMENTED       CGS
 DX1972  HISTORY     - 1954     MARK NOT FOUND   NGS
 DX1972  HISTORY     - 1974     GOOD             CA-059
 DX1972  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1972
 DX1972                          STATION DESCRIPTION
 DX1972
 DX1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DX1972'AT BALBOA.
 DX1972'AT BALBOA, ABOUT 250 FEET EAST OF THE CITY DOCK, 120 FEET
 DX1972'WEST OF THE MAIN ENTRANCE TO THE POST OFFICE, 94.7 FEET EAST
 DX1972'OF THE EAST CURB OF WASHINGTON STREET, IN THE TOP OF THE SEA WALL,
 DX1972'ABOUT 1/2 FOOT WEST OF AN ORNAMENTAL LAMPPOST, AND 0.4 FOOT LOWER
 DX1972'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED NO 3 1926.  NOTE-- IT
 DX1972'APPEARS THAT A CONCRETE FOUNDATION FOR A LIGHTPOST HAS BEEN
 DX1972'POURED ON TOP OF THE OLD SEA WALL AT THIS LOCATION AND THAT THE
 DX1972'MARK WAS EITHER BURIED OR DESTROYED.
 DX1972
 DX1972                          STATION RECOVERY (1974)
 DX1972
 DX1972'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1972'RECOVERED IN GOOD CONDITION.
 DX1972
 DX1972                          STATION RECOVERY (1977)
 DX1972
 DX1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1984 ***********************************************************************
 DX1984  DESIGNATION -  941 0594 TIDAL 2
 DX1984  PID         -  DX1984
 DX1984  STATE/COUNTY-  CA/ORANGE
 DX1984  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1984
 DX1984                         *CURRENT SURVEY CONTROL
 DX1984  ___________________________________________________________________
 DX1984* NAD 83(1986)-  33 37 08.     (N)    117 55 46.     (W)     SCALED    
 DX1984* NAVD 88     -         2.53   (+/-2cm)       8.3    (feet)  VERTCON   
 DX1984  ___________________________________________________________________
 DX1984  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DX1984  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1984
 DX1984.The horizontal coordinates were scaled from a topographic map and have
 DX1984.an estimated accuracy of +/- 6 seconds.
 DX1984
 DX1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1984.The vertical order pertains to the NGVD 29 superseded value.
 DX1984
 DX1984.The geoid height was determined by GEOID03.
 DX1984
 DX1984;                    North         East    Units  Estimated Accuracy
 DX1984;SPC CA 6     -   662,310.    1,844,170.      MT  (+/- 180 meters Scaled)
 DX1984
 DX1984                          SUPERSEDED SURVEY CONTROL
 DX1984
 DX1984  NGVD 29 (??/??/??)    1.847  (m)            6.06   (f) ADJUSTED    1 1
 DX1984
 DX1984.Superseded values are not recommended for survey control.
 DX1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1984.See file dsdata.txt to determine how the superseded data were derived.
 DX1984
 DX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT137202(NAD 83)
 DX1984_MARKER: DB = BENCH MARK DISK
 DX1984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1984_SP_SET: CURB
 DX1984_STAMPING: 2 1931
 DX1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1984
 DX1984  HISTORY     - Date     Condition        Report By
 DX1984  HISTORY     - 1931     MONUMENTED       CGS
 DX1984  HISTORY     - 1960     GOOD             NGS
 DX1984  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DX1984  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1984
 DX1984                          STATION DESCRIPTION
 DX1984
 DX1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1984'AT NEWPORT BEACH.
 DX1984'AT NEWPORT BEACH, ORANGE COUNTY WHARF, NEWPORT BAY, 0.1 MILE
 DX1984'SOUTH OF THE PACIFIC COAST HIGHWAY (U.S. HWY 101 ALTERNATE)
 DX1984'UNDERPASS, AT THE INTERSECTION WITH NEWPORT BOULEVARD, ABOUT
 DX1984'50 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE NEWPORT
 DX1984'BOULEVARD BRIDGE OVER NEWPORT BAY, AT THE T-JUNCTION OF OLD CENTRAL
 DX1984'AVENUE AND VIS OPORTO STREET, SET IN THE TOP OF THE NORTH CURB
 DX1984'OF VIA OPORTO STREET, 52.5 FEET NORTH OF AND ACROSS THE STREET
 DX1984'FROM THE NORTHWEST CORNER OF THE NEWPORT HARBOR MEDICAL CENTER,
 DX1984'18.5 FEET WEST OF THE CENTER OF A FIRE HYDRANT, 13.5 FEET EAST
 DX1984'OF THE PROLONGATION OF THE EAST CURB OF THE AVENUE AND ABOUT
 DX1984'0.5 FEET ABOVE THE LEVEL OF THE STREET.
 DX1984
 DX1984                          STATION RECOVERY (1974)
 DX1984
 DX1984'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1984'MARK NOT FOUND.
 DX1984
 DX1984                          STATION RECOVERY (1977)
 DX1984
 DX1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1984'CURB IN WHICH BENCH MARK WAS SET HAS BEEN REPLACED WITH A NEW CURB,
 DX1984'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DX1986 ***********************************************************************
 DX1986  DESIGNATION -  941 0594 TIDAL 3
 DX1986  PID         -  DX1986
 DX1986  STATE/COUNTY-  CA/ORANGE
 DX1986  USGS QUAD   -  NEWPORT BEACH (1981)
 DX1986
 DX1986                         *CURRENT SURVEY CONTROL
 DX1986  ___________________________________________________________________
 DX1986* NAD 83(1986)-  33 37 08.     (N)    117 55 46.     (W)     SCALED    
 DX1986* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 DX1986  ___________________________________________________________________
 DX1986  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DX1986  VERT ORDER  -  FIRST     CLASS I (See Below)
 DX1986
 DX1986.The horizontal coordinates were scaled from a topographic map and have
 DX1986.an estimated accuracy of +/- 6 seconds.
 DX1986
 DX1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 DX1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DX1986.The vertical order pertains to the NGVD 29 superseded value.
 DX1986
 DX1986.The geoid height was determined by GEOID03.
 DX1986
 DX1986;                    North         East    Units  Estimated Accuracy
 DX1986;SPC CA 6     -   662,310.    1,844,170.      MT  (+/- 180 meters Scaled)
 DX1986
 DX1986                          SUPERSEDED SURVEY CONTROL
 DX1986
 DX1986  NGVD 29 (??/??/??)    1.820  (m)            5.97   (f) ADJUSTED    1 1
 DX1986
 DX1986.Superseded values are not recommended for survey control.
 DX1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DX1986.See file dsdata.txt to determine how the superseded data were derived.
 DX1986
 DX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT137202(NAD 83)
 DX1986_MARKER: DB = BENCH MARK DISK
 DX1986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DX1986_SP_SET: CURB
 DX1986_STAMPING: 3 1931
 DX1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DX1986
 DX1986  HISTORY     - Date     Condition        Report By
 DX1986  HISTORY     - 1931     MONUMENTED       CGS
 DX1986  HISTORY     - 1960     GOOD             NGS
 DX1986  HISTORY     - 1974     MARK NOT FOUND   CA-059
 DX1986  HISTORY     - 1977     MARK NOT FOUND   NGS
 DX1986
 DX1986                          STATION DESCRIPTION
 DX1986
 DX1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DX1986'AT NEWPORT BEACH.
 DX1986'AT NEWPORT BEACH, ORANGE COUNTY WHARF, NEWPORT BAY, 0.1 MILE
 DX1986'SOUTH OF THE PACIFIC COAST HIGHWAY (U.S. HWY 101 ALTERNATE)
 DX1986'UNDERPASS, AT THE INTERSECTION WITH NEWPORT BOULEVARD, ABOUT
 DX1986'55 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE NEWPORT
 DX1986'BOULEVARD BRIDGE OVER NEWPORT BAY, SET IN THE TOP OF THE SOUTH
 DX1986'CURB OF VIA OPORTO AVENUE, 15 FEET NORTH OF THE NORTHWEST
 DX1986'CORNER OF THE NEWPORT HARBOR MEDICAL CENTER, 14 FEET EAST
 DX1986'OF THE PROLONGATION OF THE EAST CURB OF OLD CENTRAL AVENUE
 DX1986'AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE STREET.
 DX1986
 DX1986                          STATION RECOVERY (1974)
 DX1986
 DX1986'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1974
 DX1986'MARK NOT FOUND.
 DX1986
 DX1986                          STATION RECOVERY (1977)
 DX1986
 DX1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DX1986'CURB IN WHICH BENCH MARK WAS SET HAS BEEN REPLACED WITH A NEW CURB,
 DX1986'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9303 ***********************************************************************
 DY9303  TIDAL BM    -  This is a Tidal Bench Mark.
 DY9303  DESIGNATION -  941 0614 TIDAL 2
 DY9303  PID         -  DY9303
 DY9303  STATE/COUNTY-  CA/ORANGE
 DY9303  USGS QUAD   -  SEAL BEACH (1981)
 DY9303
 DY9303                         *CURRENT SURVEY CONTROL
 DY9303  ___________________________________________________________________
 DY9303* NAD 83(1986)-  33 39 18.     (N)    118 00 15.     (W)     SCALED    
 DY9303* NAVD 88     -         8.776  (meters)      28.79   (feet)  ADJUSTED  
 DY9303  ___________________________________________________________________
 DY9303  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 DY9303  DYNAMIC HT  -           8.767 (meters)      28.76  (feet)  COMP
 DY9303  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 DY9303
 DY9303  VERT ORDER  -  FIRST     CLASS II
 DY9303
 DY9303.The horizontal coordinates were scaled from a topographic map and have
 DY9303.an estimated accuracy of +/- 6 seconds.
 DY9303
 DY9303.The orthometric height was determined by differential leveling
 DY9303.and adjusted in June 1991.
 DY9303
 DY9303.This Tidal Bench Mark is designated as VM 8001
 DY9303.by the Center for Operational Oceanographic Products and Services.
 DY9303
 DY9303.The geoid height was determined by GEOID03.
 DY9303
 DY9303.The dynamic height is computed by dividing the NAVD 88
 DY9303.geopotential number by the normal gravity value computed on the
 DY9303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9303.degrees latitude (g = 980.6199 gals.).
 DY9303
 DY9303.The modeled gravity was interpolated from observed gravity values.
 DY9303
 DY9303;                    North         East    Units  Estimated Accuracy
 DY9303;SPC CA 6     -   666,430.    1,837,300.      MT  (+/- 180 meters Scaled)
 DY9303
 DY9303                          SUPERSEDED SURVEY CONTROL
 DY9303
 DY9303  NGVD 29 (??/??/92)    7.868  (m)           25.81   (f) ADJ UNCH    1 2
 DY9303
 DY9303.Superseded values are not recommended for survey control.
 DY9303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9303.See file dsdata.txt to determine how the superseded data were derived.
 DY9303
 DY9303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT068243(NAD 83)
 DY9303_MARKER: DJ = TIDAL STATION DISK
 DY9303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9303_SP_SET: SIDEWALK
 DY9303_STAMPING: BM NO 2 1974
 DY9303_MARK LOGO: NOS   
 DY9303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9303+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1989
 DY9303
 DY9303  HISTORY     - Date     Condition        Report By
 DY9303  HISTORY     - UNK      MONUMENTED       NOS
 DY9303  HISTORY     - 19890411 GOOD             NGS
 DY9303  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 DY9303
 DY9303                          STATION DESCRIPTION
 DY9303
 DY9303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9303'IN HUNTINGTON BEACH, AT THE INTERSECTION OF PACIFIC COAST HIGHWAY
 DY9303'(STATE HIGHWAY 1) AND MAIN STREET, AT THE HUNTINGTON BEACH MUNICIPAL
 DY9303'PIER, 20.6 M (67.6 FT) SOUTHWEST OF UTILITY LIGHT POLE NUMBER PL 15,
 DY9303'3.3 M (10.8 FT) NORTH OF THE NORTH CORNER OF THE LIFEGUARD STAND, 3.2
 DY9303'M (10.5 FT) SOUTHEAST OF THE CENTER OF THE PIER, 0.9 M (3.0 FT) NORTH
 DY9303'OF THE CORNER OF A GUARDRAIL, AND LEVEL WITH THE PIER.
 DY9303
 DY9303                          STATION RECOVERY (2006)
 DY9303
 DY9303'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY9303'NOT FOUND, INSTEAD FOUND A BM SET BY THE ARMY CORP OF ENGINEERS,
 DY9303'DESIGNATION SB-24A, SET 1997, AT 33D 39M 22.0S N, 118D 00M 12.0S W,
 DY9303'LOCATED BEHIND A SOUVENIER SHOP ON THE NW SIDE OF THE HB PIER, ABOUT 2
 DY9303'FT FROM THE GUARDRAIL
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0824 ***********************************************************************
 DY0824  DESIGNATION -  941 0614 TIDAL 2 OLD
 DY0824  PID         -  DY0824
 DY0824  STATE/COUNTY-  CA/ORANGE
 DY0824  USGS QUAD   -  SEAL BEACH (1981)
 DY0824
 DY0824                         *CURRENT SURVEY CONTROL
 DY0824  ___________________________________________________________________
 DY0824* NAD 83(1986)-  33 39 25.     (N)    118 00 08.     (W)     SCALED    
 DY0824* NAVD 88     -         8.551  (meters)      28.05   (feet)  ADJUSTED  
 DY0824  ___________________________________________________________________
 DY0824  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 DY0824  DYNAMIC HT  -           8.542 (meters)      28.02  (feet)  COMP
 DY0824  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DY0824
 DY0824  VERT ORDER  -  FIRST     CLASS I
 DY0824
 DY0824.The horizontal coordinates were scaled from a topographic map and have
 DY0824.an estimated accuracy of +/- 6 seconds.
 DY0824
 DY0824.The orthometric height was determined by differential leveling
 DY0824.and adjusted in June 1991.
 DY0824.WARNING-Repeat measurements at this control monument indicate possible
 DY0824.vertical movement.
 DY0824
 DY0824.The geoid height was determined by GEOID03.
 DY0824
 DY0824.The dynamic height is computed by dividing the NAVD 88
 DY0824.geopotential number by the normal gravity value computed on the
 DY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0824.degrees latitude (g = 980.6199 gals.).
 DY0824
 DY0824.The modeled gravity was interpolated from observed gravity values.
 DY0824
 DY0824;                    North         East    Units  Estimated Accuracy
 DY0824;SPC CA 6     -   666,640.    1,837,490.      MT  (+/- 180 meters Scaled)
 DY0824
 DY0824                          SUPERSEDED SURVEY CONTROL
 DY0824
 DY0824  NGVD 29 (??/??/92)    7.868  (m)           25.81   (f) ADJ UNCH    1 1
 DY0824
 DY0824.Superseded values are not recommended for survey control.
 DY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0824.See file dsdata.txt to determine how the superseded data were derived.
 DY0824
 DY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT070245(NAD 83)
 DY0824_MARKER: V = STONE MONUMENT
 DY0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY0824_SP_SET: GRANITE BLOCK
 DY0824_MARK LOGO: NONE  
 DY0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0824+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1989
 DY0824
 DY0824  HISTORY     - Date     Condition        Report By
 DY0824  HISTORY     - UNK      MONUMENTED       LOCSUR
 DY0824  HISTORY     - 1935     GOOD             NGS
 DY0824  HISTORY     - 1978     GOOD             NGS
 DY0824  HISTORY     - 19890412 GOOD             NGS
 DY0824  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 DY0824
 DY0824                          STATION DESCRIPTION
 DY0824
 DY0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DY0824'AT HUNTINGTON BEACH.
 DY0824'AT HUNTINGTON BEACH AT THE SHORE END OF THE WEST SIDE OF MUNICIPAL
 DY0824'PIER, ON THE NORTHEAST CORNER OF THE TOP OF THE GRANITE BLOCK
 DY0824'MARKED MUNICIPAL PIER 1914, AND ABOUT 1-1/2 FEET ABOVE THE
 DY0824'LEVEL OF THE STREET LEVEL.
 DY0824
 DY0824                          STATION RECOVERY (1978)
 DY0824
 DY0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0824'RECOVERED IN GOOD CONDITION.
 DY0824
 DY0824                          STATION RECOVERY (1989)
 DY0824
 DY0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0824'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DY0824'HUNTINGTON BEACH, AT 317 PACIFIC COAST HIGHWAY, THE POINT LEVELED TO
 DY0824'IS THE NORTHEAST CORNER OF A GRANITE BLOCK INSCRIBED MUNICIPAL PIER
 DY0824'1914, 11.1 M (36.4 FT) NORTHWEST OF THE NORTH CORNER OF MAXIES PIZZA
 DY0824'AT 317 PACIFIC COAST HIGHWAY, 3.9 M (12.8 FT) NORTHWEST OF THE
 DY0824'EXTENDED CENTER OF THE PIER, 3.8 M (12.5 FT) SOUTHEAST OF THE CENTER
 DY0824'OF A STAIRWAY LEADING TO THE BEACH, 0.4 M (1.3 FT) BELOW BENCH MARK S
 DY0824'766, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE PIER.
 DY0824
 DY0824                          STATION RECOVERY (2006)
 DY0824
 DY0824'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY0824'PROBABLY DESTROYED, GRANITE BLOCK HAS BEEN REPLACED BY A MUCH LARGER
 DY0824'MONUMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9301 ***********************************************************************
 DY9301  TIDAL BM    -  This is a Tidal Bench Mark.
 DY9301  DESIGNATION -  941 0614 TIDAL 3
 DY9301  PID         -  DY9301
 DY9301  STATE/COUNTY-  CA/ORANGE
 DY9301  USGS QUAD   -  SEAL BEACH (1981)
 DY9301
 DY9301                         *CURRENT SURVEY CONTROL
 DY9301  ___________________________________________________________________
 DY9301* NAD 83(1986)-  33 39 26.     (N)    118 00 08.     (W)     SCALED    
 DY9301* NAVD 88     -         8.487  (meters)      27.84   (feet)  ADJUSTED  
 DY9301  ___________________________________________________________________
 DY9301  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 DY9301  DYNAMIC HT  -           8.478 (meters)      27.81  (feet)  COMP
 DY9301  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 DY9301
 DY9301  VERT ORDER  -  FIRST     CLASS II
 DY9301
 DY9301.The horizontal coordinates were scaled from a topographic map and have
 DY9301.an estimated accuracy of +/- 6 seconds.
 DY9301
 DY9301.The orthometric height was determined by differential leveling
 DY9301.and adjusted in June 1991.
 DY9301
 DY9301.This Tidal Bench Mark is designated as VM 8002
 DY9301.by the Center for Operational Oceanographic Products and Services.
 DY9301
 DY9301.The geoid height was determined by GEOID03.
 DY9301
 DY9301.The dynamic height is computed by dividing the NAVD 88
 DY9301.geopotential number by the normal gravity value computed on the
 DY9301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9301.degrees latitude (g = 980.6199 gals.).
 DY9301
 DY9301.The modeled gravity was interpolated from observed gravity values.
 DY9301
 DY9301;                    North         East    Units  Estimated Accuracy
 DY9301;SPC CA 6     -   666,670.    1,837,490.      MT  (+/- 180 meters Scaled)
 DY9301
 DY9301                          SUPERSEDED SURVEY CONTROL
 DY9301
 DY9301.No superseded survey control is available for this station.
 DY9301
 DY9301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT070246(NAD 83)
 DY9301_MARKER: DJ = TIDAL STATION DISK
 DY9301_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY9301_SP_SET: CURB
 DY9301_STAMPING: BM NO 3 1974
 DY9301_MARK LOGO: NOS   
 DY9301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY9301+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1989
 DY9301
 DY9301  HISTORY     - Date     Condition        Report By
 DY9301  HISTORY     - 1974     MONUMENTED       NOS
 DY9301  HISTORY     - 19890411 GOOD             NGS
 DY9301  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 DY9301
 DY9301                          STATION DESCRIPTION
 DY9301
 DY9301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9301'IN HUNTINGTON BEACH, AT THE INTERSECTION OF PACIFIC COAST HIGHWAY
 DY9301'(STATE HIGHWAY 1) AND MAIN STREET, IN A CONCRETE CURB OF THE STREET,
 DY9301'25.3 M (83.0 FT) NORTHWEST OF THE EXTENDED CENTER OF THE STREET AND
 DY9301'THE NORTHEAST END OF A PLANTER, 6.4 M (21.0 FT) SOUTHWEST OF THE
 DY9301'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.2 M (20.3 FT)
 DY9301'SOUTHEAST OF UTILITY POLE NUMBER 003-104, 0.9 M (3.0 FT) NORTH OF A
 DY9301'FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 DY9301
 DY9301                          STATION RECOVERY (2006)
 DY9301
 DY9301'RECOVERY NOTE BY US POWER SQUADRON 2006 (WK)
 DY9301'PROBABLY DESTROYED, STATE HIGHWAY 1 HAS BEEN WIDENED SUBSTANTIALLY
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY0906 ***********************************************************************
 DY0906  DESIGNATION -  941 0648 TIDAL 2 RESET
 DY0906  PID         -  DY0906
 DY0906  STATE/COUNTY-  CA/ORANGE
 DY0906  USGS QUAD   -  SEAL BEACH (1981)
 DY0906
 DY0906                         *CURRENT SURVEY CONTROL
 DY0906  ___________________________________________________________________
 DY0906* NAD 83(1986)-  33 42 40.     (N)    118 03 47.     (W)     SCALED    
 DY0906* NAVD 88     -         2.707  (meters)       8.88   (feet)  ADJUSTED  
 DY0906  ___________________________________________________________________
 DY0906  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 DY0906  DYNAMIC HT  -           2.704 (meters)       8.87  (feet)  COMP
 DY0906  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 DY0906
 DY0906  VERT ORDER  -  FIRST     CLASS I
 DY0906
 DY0906.The horizontal coordinates were scaled from a topographic map and have
 DY0906.an estimated accuracy of +/- 6 seconds.
 DY0906
 DY0906.The orthometric height was determined by differential leveling
 DY0906.and adjusted in June 1991.
 DY0906
 DY0906.The geoid height was determined by GEOID03.
 DY0906
 DY0906.The dynamic height is computed by dividing the NAVD 88
 DY0906.geopotential number by the normal gravity value computed on the
 DY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY0906.degrees latitude (g = 980.6199 gals.).
 DY0906
 DY0906.The modeled gravity was interpolated from observed gravity values.
 DY0906
 DY0906;                    North         East    Units  Estimated Accuracy
 DY0906;SPC CA 6     -   672,750.    1,831,950.      MT  (+/- 180 meters Scaled)
 DY0906
 DY0906                          SUPERSEDED SURVEY CONTROL
 DY0906
 DY0906  NGVD 29 (??/??/92)    1.983  (m)            6.51   (f) ADJ UNCH    1 1
 DY0906
 DY0906.Superseded values are not recommended for survey control.
 DY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY0906.See file dsdata.txt to determine how the superseded data were derived.
 DY0906
 DY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT014306(NAD 83)
 DY0906_MARKER: DJ = TIDAL STATION DISK
 DY0906_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY0906+WITH SETTING: PAVEMENT
 DY0906_SP_SET: SIGNAL BASE
 DY0906_STAMPING: TIDAL 2 RESET 1962
 DY0906_MARK LOGO: CGS   
 DY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY0906+STABILITY: SURFACE MOTION
 DY0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY0906+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1989
 DY0906
 DY0906  HISTORY     - Date     Condition        Report By
 DY0906  HISTORY     - 1962     MONUMENTED       CGS
 DY0906  HISTORY     - 1973     GOOD             CA-059
 DY0906  HISTORY     - 1978     GOOD             NGS
 DY0906  HISTORY     - 19890711 GOOD             NGS
 DY0906  HISTORY     - 20040114 MARK NOT FOUND   GEOCAC
 DY0906  HISTORY     - 20080912 MARK NOT FOUND   GEOCAC
 DY0906
 DY0906                          STATION DESCRIPTION
 DY0906
 DY0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DY0906'AT LOS PATOS.
 DY0906'AT LOS PATOS, AT THE WEST-NORTHWEST CORNER OF THE INTERSECTION
 DY0906'OF PACIFIC COAST HIGHWAY AND WARNER AVENUE, IN THE TOP OF THE
 DY0906'CONCRETE FOUNDATION OF A SIGNAL LIGHT POLE, 45 FEET SOUTHWEST
 DY0906'OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANES OF THE HIGHWAY,
 DY0906'24 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1.2 FEET NORTH
 DY0906'OF THE NORTH CURB OF THE AVENUE, 0.8 FOOT SOUTH OF THE LIGHT
 DY0906'POLE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 DY0906
 DY0906                          STATION RECOVERY (1973)
 DY0906
 DY0906'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1973
 DY0906'RECOVERED IN GOOD CONDITION.
 DY0906
 DY0906                          STATION RECOVERY (1978)
 DY0906
 DY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY0906'RECOVERED IN GOOD CONDITION.
 DY0906
 DY0906                          STATION RECOVERY (1989)
 DY0906
 DY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY0906'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  NOTE--THE
 DY0906'TRAFFIC SIGNAL HAS BEEN REMOVED.  ADD--1.2 M (3.9 FEET) SOUTH OF A
 DY0906'UTILITY POLE.
 DY0906
 DY0906                          STATION RECOVERY (2004)
 DY0906
 DY0906'RECOVERY NOTE BY GEOCACHING 2004 (LJK)
 DY0906'MARK NOT FOUND AS DESCRIBED.  RESET DISC FOUND IN SAME LOCATION WITH
 DY0906'STAMPING 'TIDAL 2 RESET 1997'. DESCRIPTION REMAINS VALID, EXCEPT AREA
 DY0906'NOW SUNSET BEACH, NOT LOS PATOS.
 DY0906
 DY0906                          STATION RECOVERY (2008)
 DY0906
 DY0906'RECOVERY NOTE BY GEOCACHING 2008 (SWK)
 DY0906'AS PREVIOUSLY NOTED, THE MARK NOW ON THE CORNER IS A RESET MARK PLACED
 DY0906'IN 1997.  THE CURRENT DISK IS CLOSER TO THE CURB AND FARTHER AWAY FROM
 DY0906'THE SIGNAL POLE THAN DESCRIBED.  THE ORIGINAL MARK IS LOST.  THIS
 DY0906'RESET MARK SHOULD BE USED WITH CAUTION AS THE LOCATION AND ALTITUDE
 DY0906'HAVE LIKELY CHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2503 ***********************************************************************
 DY2503  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2503  DESIGNATION -  941 0650 P TIDAL
 DY2503  PID         -  DY2503
 DY2503  STATE/COUNTY-  CA/LOS ANGELES
 DY2503  USGS QUAD   -  SAN PEDRO (1981)
 DY2503
 DY2503                         *CURRENT SURVEY CONTROL
 DY2503  ___________________________________________________________________
 DY2503* NAD 83(1986)-  33 42 26.     (N)    118 17 09.     (W)     SCALED    
 DY2503* NAVD 88     -         1.263  (meters)       4.14   (feet)  READJUSTED
 DY2503  ___________________________________________________________________
 DY2503  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY2503  DYNAMIC HT  -           1.260 (meters)       4.13  (feet)  COMP
 DY2503  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 DY2503
 DY2503  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DY2503
 DY2503.The horizontal coordinates were scaled from a topographic map and have
 DY2503.an estimated accuracy of +/- 6 seconds.
 DY2503
 DY2503.The orthometric height was determined by differential leveling
 DY2503.and adjusted in February 1993.
 DY2503.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DY2503.mark was located on a no-check spur therefore a value was not computed.
 DY2503.The height was derived from older observations constrained to new
 DY2503.heights in a crustal motion area.  The height is approximate in
 DY2503.relation to other heights in its vicinity.
 DY2503.No vertical observational check was made to the station.
 DY2503
 DY2503.This Tidal Bench Mark is designated as VM 16949
 DY2503.by the Center for Operational Oceanographic Products and Services.
 DY2503
 DY2503.The geoid height was determined by GEOID03.
 DY2503
 DY2503.The dynamic height is computed by dividing the NAVD 88
 DY2503.geopotential number by the normal gravity value computed on the
 DY2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2503.degrees latitude (g = 980.6199 gals.).
 DY2503
 DY2503.The modeled gravity was interpolated from observed gravity values.
 DY2503
 DY2503;                    North         East    Units  Estimated Accuracy
 DY2503;SPC CA 5     -   523,030.    1,973,500.      MT  (+/- 180 meters Scaled)
 DY2503
 DY2503                          SUPERSEDED SURVEY CONTROL
 DY2503
 DY2503  NGVD 29 (??/??/92)    0.532  (m)            1.75   (f) ADJ UNCH    1 1
 DY2503
 DY2503.Superseded values are not recommended for survey control.
 DY2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2503.See file dsdata.txt to determine how the superseded data were derived.
 DY2503
 DY2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808304(NAD 83)
 DY2503_MARKER: DJ = TIDAL STATION DISK
 DY2503_SETTING: 66 = SET IN ROCK OUTCROP
 DY2503_SP_SET: OUTCROP
 DY2503_STAMPING: 0650 P 1977
 DY2503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DY2503+STABILITY: POSITION/ELEVATION WELL
 DY2503
 DY2503  HISTORY     - Date     Condition        Report By
 DY2503  HISTORY     - 1977     MONUMENTED       NOS
 DY2503  HISTORY     - 1978     GOOD             NGS
 DY2503  HISTORY     - 19890601 MARK NOT FOUND   NGS
 DY2503
 DY2503                          STATION DESCRIPTION
 DY2503
 DY2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2503'SAN PEDRO.
 DY2503'AT SAN PEDRO, 0.2 MILES SOUTHWEST OF THE CABRILLO BEACH MUSEUM, ALONG
 DY2503'SHORELINE, LOCATED IN TOP A MASSIVE TIDE POOL OUTCROP, 45 FT. WEST
 DY2503'OF SOUTHWEST CORNER CONCRETE BUNKER, 41 FT. SOUTH OF THE BASE OF
 DY2503'BLUFF.
 DY2503
 DY2503                          STATION RECOVERY (1989)
 DY2503
 DY2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2504 ***********************************************************************
 DY2504  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2504  DESIGNATION -  941 0650 R TIDAL
 DY2504  PID         -  DY2504
 DY2504  STATE/COUNTY-  CA/LOS ANGELES
 DY2504  USGS QUAD   -  SAN PEDRO (1981)
 DY2504
 DY2504                         *CURRENT SURVEY CONTROL
 DY2504  ___________________________________________________________________
 DY2504* NAD 83(1986)-  33 42 24.     (N)    118 17 11.     (W)     SCALED    
 DY2504* NAVD 88     -         1.215  (meters)       3.99   (feet)  READJUSTED
 DY2504  ___________________________________________________________________
 DY2504  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DY2504  DYNAMIC HT  -           1.210 (meters)       3.97  (feet)  COMP
 DY2504  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 DY2504
 DY2504  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 DY2504
 DY2504.The horizontal coordinates were scaled from a topographic map and have
 DY2504.an estimated accuracy of +/- 6 seconds.
 DY2504
 DY2504.The orthometric height was determined by differential leveling
 DY2504.and adjusted in February 1993.
 DY2504.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 DY2504.mark was located on a no-check spur therefore a value was not computed.
 DY2504.The height was derived from older observations constrained to new
 DY2504.heights in a crustal motion area.  The height is approximate in
 DY2504.relation to other heights in its vicinity.
 DY2504.No vertical observational check was made to the station.
 DY2504
 DY2504.This Tidal Bench Mark is designated as VM 16951
 DY2504.by the Center for Operational Oceanographic Products and Services.
 DY2504
 DY2504.The geoid height was determined by GEOID03.
 DY2504
 DY2504.The dynamic height is computed by dividing the NAVD 88
 DY2504.geopotential number by the normal gravity value computed on the
 DY2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2504.degrees latitude (g = 980.6199 gals.).
 DY2504
 DY2504.The modeled gravity was interpolated from observed gravity values.
 DY2504
 DY2504;                    North         East    Units  Estimated Accuracy
 DY2504;SPC CA 5     -   522,960.    1,973,450.      MT  (+/- 180 meters Scaled)
 DY2504
 DY2504                          SUPERSEDED SURVEY CONTROL
 DY2504
 DY2504  NGVD 29 (??/??/92)    0.484  (m)            1.59   (f) ADJ UNCH    1 1
 DY2504
 DY2504.Superseded values are not recommended for survey control.
 DY2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2504.See file dsdata.txt to determine how the superseded data were derived.
 DY2504
 DY2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807303(NAD 83)
 DY2504_MARKER: DJ = TIDAL STATION DISK
 DY2504_SETTING: 66 = SET IN ROCK OUTCROP
 DY2504_SP_SET: OUTCROP
 DY2504_STAMPING: 0650 R 1977
 DY2504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DY2504+STABILITY: POSITION/ELEVATION WELL
 DY2504
 DY2504  HISTORY     - Date     Condition        Report By
 DY2504  HISTORY     - 1977     MONUMENTED       NOS
 DY2504  HISTORY     - 1978     GOOD             NGS
 DY2504  HISTORY     - 19890601 MARK NOT FOUND   NGS
 DY2504
 DY2504                          STATION DESCRIPTION
 DY2504
 DY2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2504'SAN PEDRO.
 DY2504'AT SAN PEDRO, 0.2 MILES SOUTHWEST OF THE CABRILLO BEACH MUSEUM, ALONG
 DY2504'THE SHORELINE, LOCATED IN TOP A MASSIVE TIDE POOL OUTCROP, NOTE--THE
 DY2504'PORTION CONTAINING THE DISK IS ROUND, THE SIZE OF A LARGE WASH TUB
 DY2504'WHICH PROJECTS 1 FT. ABOVE BASE BEDROCK, 428 FT. WEST OF 0650 P, 44
 DY2504'FT. SOUTH OF THE BASE OF BLUFF.
 DY2504
 DY2504                          STATION RECOVERY (1989)
 DY2504
 DY2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2508 ***********************************************************************
 DY2508  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2508  DESIGNATION -  941 0650 TIDAL 10
 DY2508  PID         -  DY2508
 DY2508  STATE/COUNTY-  CA/LOS ANGELES
 DY2508  USGS QUAD   -  SAN PEDRO (1981)
 DY2508
 DY2508                         *CURRENT SURVEY CONTROL
 DY2508  ___________________________________________________________________
 DY2508* NAD 83(1986)-  33 42 28.     (N)    118 16 33.     (W)     SCALED    
 DY2508* NAVD 88     -         4.132  (meters)      13.56   (feet)  ADJUSTED  
 DY2508  ___________________________________________________________________
 DY2508  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2508  DYNAMIC HT  -           4.128 (meters)      13.54  (feet)  COMP
 DY2508  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 DY2508
 DY2508  VERT ORDER  -  FIRST     CLASS I
 DY2508
 DY2508.The horizontal coordinates were scaled from a topographic map and have
 DY2508.an estimated accuracy of +/- 6 seconds.
 DY2508
 DY2508.The orthometric height was determined by differential leveling
 DY2508.and adjusted in June 1995.
 DY2508.WARNING-Repeat measurements at this control monument indicate possible
 DY2508.vertical movement.
 DY2508
 DY2508.This Tidal Bench Mark is designated as VM 8009
 DY2508.by the Center for Operational Oceanographic Products and Services.
 DY2508
 DY2508.The geoid height was determined by GEOID03.
 DY2508
 DY2508.The dynamic height is computed by dividing the NAVD 88
 DY2508.geopotential number by the normal gravity value computed on the
 DY2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2508.degrees latitude (g = 980.6199 gals.).
 DY2508
 DY2508.The modeled gravity was interpolated from observed gravity values.
 DY2508
 DY2508;                    North         East    Units  Estimated Accuracy
 DY2508;SPC CA 5     -   523,080.    1,974,430.      MT  (+/- 180 meters Scaled)
 DY2508
 DY2508                          SUPERSEDED SURVEY CONTROL
 DY2508
 DY2508  NAVD 88 (06/15/91)    4.135  (m)           13.57   (f) UNKNOWN     1 1
 DY2508  NGVD 29 (??/??/92)    3.410  (m)           11.19   (f) ADJ UNCH    1 1
 DY2508
 DY2508.Superseded values are not recommended for survey control.
 DY2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2508.See file dsdata.txt to determine how the superseded data were derived.
 DY2508
 DY2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT817304(NAD 83)
 DY2508_MARKER: DJ = TIDAL STATION DISK
 DY2508_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY2508_SP_SET: DECK
 DY2508_STAMPING: NO 10 1973
 DY2508_MARK LOGO: NGS   
 DY2508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2508+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY2508
 DY2508  HISTORY     - Date     Condition        Report By
 DY2508  HISTORY     - 1973     MONUMENTED       NGS
 DY2508  HISTORY     - 1978     GOOD             NGS
 DY2508  HISTORY     - 19890601 GOOD             NGS
 DY2508  HISTORY     - 19940712 GOOD             NGS
 DY2508
 DY2508                          STATION DESCRIPTION
 DY2508
 DY2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2508'SAN PEDRO.
 DY2508'AT SAN PEDRO BREAKWATER, 0.4 MILES SOUTHEAST ALONG THE BREAKWATER
 DY2508'FROM THE CABRILLO BEACH MUSEUM, LOCATED ABOUT MIDWAY BETWEEN THE
 DY2508'NORTHWEST END OF FISHING PIER AND THE CONCESSION BUILDING, 300 FT.
 DY2508'NORTHWEST OF NORTHWEST END OF CAFE, 8.2 FT. SOUTHWEST OF THE CENTER
 DY2508'LINE PIER, 3.5 FT. NORTHWEST OF BENCH.
 DY2508
 DY2508                          STATION RECOVERY (1989)
 DY2508
 DY2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2508'RECOVERED IN GOOD CONDITION.
 DY2508
 DY2508                          STATION RECOVERY (1994)
 DY2508
 DY2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2508'IN SAN PEDRO, ABOUT MIDWAY BETWEEN THE NORTHWEST END OF THE FISHING
 DY2508'PIER AND THE CONCESSION BUILDING ON THE PIER AT CABRILLO BEACH, IN TOP
 DY2508'OF AND 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE
 DY2508'DECK OF THE PIER, 0.7 M (2.3 FT) NORTHWEST OF THE FIFTH LIGHT POLE
 DY2508'SOUTHEAST OF THE ACCESS PIER TO THE MAIN PIER, AND THE DISK IS
 DY2508'RECESSED 0.1 M (0.3 FT) BELOW THE PIER DECK.  NOTE--ACCESS TO THE DISK
 DY2508'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2507 ***********************************************************************
 DY2507  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2507  DESIGNATION -  941 0650 TIDAL 11
 DY2507  PID         -  DY2507
 DY2507  STATE/COUNTY-  CA/LOS ANGELES
 DY2507  USGS QUAD   -  SAN PEDRO (1981)
 DY2507
 DY2507                         *CURRENT SURVEY CONTROL
 DY2507  ___________________________________________________________________
 DY2507* NAD 83(1986)-  33 42 29.     (N)    118 16 38.     (W)     SCALED    
 DY2507* NAVD 88     -         4.106  (meters)      13.47   (feet)  ADJUSTED  
 DY2507  ___________________________________________________________________
 DY2507  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2507  DYNAMIC HT  -           4.102 (meters)      13.46  (feet)  COMP
 DY2507  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 DY2507
 DY2507  VERT ORDER  -  FIRST     CLASS I
 DY2507
 DY2507.The horizontal coordinates were scaled from a topographic map and have
 DY2507.an estimated accuracy of +/- 6 seconds.
 DY2507
 DY2507.The orthometric height was determined by differential leveling
 DY2507.and adjusted in June 1995.
 DY2507
 DY2507.This Tidal Bench Mark is designated as VM 8010
 DY2507.by the Center for Operational Oceanographic Products and Services.
 DY2507
 DY2507.The geoid height was determined by GEOID03.
 DY2507
 DY2507.The dynamic height is computed by dividing the NAVD 88
 DY2507.geopotential number by the normal gravity value computed on the
 DY2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2507.degrees latitude (g = 980.6199 gals.).
 DY2507
 DY2507.The modeled gravity was interpolated from observed gravity values.
 DY2507
 DY2507;                    North         East    Units  Estimated Accuracy
 DY2507;SPC CA 5     -   523,120.    1,974,300.      MT  (+/- 180 meters Scaled)
 DY2507
 DY2507                          SUPERSEDED SURVEY CONTROL
 DY2507
 DY2507  NAVD 88 (06/15/91)    4.115  (m)           13.50   (f) UNKNOWN     1 1
 DY2507  NGVD 29 (??/??/92)    3.387  (m)           11.11   (f) ADJ UNCH    1 1
 DY2507
 DY2507.Superseded values are not recommended for survey control.
 DY2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2507.See file dsdata.txt to determine how the superseded data were derived.
 DY2507
 DY2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816305(NAD 83)
 DY2507_MARKER: DJ = TIDAL STATION DISK
 DY2507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DY2507_SP_SET: ABUTMENT
 DY2507_STAMPING: 11 1973
 DY2507_MARK LOGO: NGS   
 DY2507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2507+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY2507
 DY2507  HISTORY     - Date     Condition        Report By
 DY2507  HISTORY     - 1973     MONUMENTED       NGS
 DY2507  HISTORY     - 1978     GOOD             NGS
 DY2507  HISTORY     - 19890601 GOOD             NGS
 DY2507  HISTORY     - 19940712 GOOD             NGS
 DY2507
 DY2507                          STATION DESCRIPTION
 DY2507
 DY2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2507'SAN PEDRO.
 DY2507'AT SAN PEDRO BREAKWATER, 0.35 MILES SOUTHEAST ALONG THE BREAKWATER
 DY2507'FROM THE CABRILLO BEACH MUSEUM, 0.3 MILES SOUTHEAST OF LIFEGUARD
 DY2507'STATION AND AT THE JUNCTION OF BREAKWATER AND FISHING PIER, SET FLUSH
 DY2507'WITH THE ABUTMENT AND DECK OF FISHING PIER, 33 FT. NORTHEAST THE
 DY2507'EXTENDED CENTER LINE OF PAVED ROAD, 15 FT. NORTHEAST OF MONUMENT WITH
 DY2507'BRONZ PLAQUE, 2 FT. NORTHWEST OF SOUTHEAST CONCRETE GUARD RAIL AND IN
 DY2507'LINE WITH THE NORTHEAST EDGE OF BREAKWATER.
 DY2507
 DY2507                          STATION RECOVERY (1989)
 DY2507
 DY2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2507'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DY2507'CHANGE--FLUSH WITH THE ABUTMENT AND DECK, TO RECESSED 0.05 M (0.2 FT)
 DY2507'ACCESS TO WHICH IS THROUGH A 5-INCH LOGO CAP.
 DY2507
 DY2507                          STATION RECOVERY (1994)
 DY2507
 DY2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2507'0.5 KM (0.30 MI) SOUTHEASTERLY ALONG A PAVED ROAD FROM THE LIFEGUARD
 DY2507'STATION AT CABRILLO BEACH (SAN PEDRO) , IN TOP OF AND 0.7 M (2.3 FT)
 DY2507'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 DY2507'THE CABRILLO BEACH PIER, 0.8 M (2.6 FT) NORTH OF THE SOUTHWEST END OF
 DY2507'A GUARDRAIL, 0.5 M (1.6 FT) NORTHWEST OF THE GUARDRAIL, AND THE
 DY2507'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE LEVEL OF THE PIER DECK.
 DY2507'NOTE--ACCESS TO THE DISK IS THROUGH A 5-INCH LOG CAP.  THE DISK HAS
 DY2507'BEEN MUTILATED AND THE NO AND PART OF THE 1ST 1 ARE ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2506 ***********************************************************************
 DY2506  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2506  DESIGNATION -  941 0650 TIDAL 12
 DY2506  PID         -  DY2506
 DY2506  STATE/COUNTY-  CA/LOS ANGELES
 DY2506  USGS QUAD   -  SAN PEDRO (1981)
 DY2506
 DY2506                         *CURRENT SURVEY CONTROL
 DY2506  ___________________________________________________________________
 DY2506* NAD 83(1986)-  33 42 31.     (N)    118 16 41.     (W)     SCALED    
 DY2506* NAVD 88     -         4.184  (meters)      13.73   (feet)  ADJUSTED  
 DY2506  ___________________________________________________________________
 DY2506  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2506  DYNAMIC HT  -           4.180 (meters)      13.71  (feet)  COMP
 DY2506  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 DY2506
 DY2506  VERT ORDER  -  FIRST     CLASS I
 DY2506
 DY2506.The horizontal coordinates were scaled from a topographic map and have
 DY2506.an estimated accuracy of +/- 6 seconds.
 DY2506
 DY2506.The orthometric height was determined by differential leveling
 DY2506.and adjusted in June 1991.
 DY2506.WARNING-Repeat measurements at this control monument indicate possible
 DY2506.vertical movement.
 DY2506
 DY2506.This Tidal Bench Mark is designated as VM 8011
 DY2506.by the Center for Operational Oceanographic Products and Services.
 DY2506
 DY2506.The geoid height was determined by GEOID03.
 DY2506
 DY2506.The dynamic height is computed by dividing the NAVD 88
 DY2506.geopotential number by the normal gravity value computed on the
 DY2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2506.degrees latitude (g = 980.6199 gals.).
 DY2506
 DY2506.The modeled gravity was interpolated from observed gravity values.
 DY2506
 DY2506;                    North         East    Units  Estimated Accuracy
 DY2506;SPC CA 5     -   523,180.    1,974,220.      MT  (+/- 180 meters Scaled)
 DY2506
 DY2506                          SUPERSEDED SURVEY CONTROL
 DY2506
 DY2506  NGVD 29 (??/??/92)    3.455  (m)           11.34   (f) ADJ UNCH    1 1
 DY2506
 DY2506.Superseded values are not recommended for survey control.
 DY2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2506.See file dsdata.txt to determine how the superseded data were derived.
 DY2506
 DY2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815305(NAD 83)
 DY2506_MARKER: DJ = TIDAL STATION DISK
 DY2506_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY2506+WITH SETTING: PAVEMENT
 DY2506_SP_SET: SIGNAL BASE
 DY2506_STAMPING: NO 12 1973
 DY2506_MARK LOGO: CGS   
 DY2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2506+STABILITY: SURFACE MOTION
 DY2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2506+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1989
 DY2506
 DY2506  HISTORY     - Date     Condition        Report By
 DY2506  HISTORY     - 1973     MONUMENTED       NGS
 DY2506  HISTORY     - 1978     GOOD             NGS
 DY2506  HISTORY     - 19890601 GOOD             NGS
 DY2506  HISTORY     - 19940712 MARK NOT FOUND   NGS
 DY2506
 DY2506                          STATION DESCRIPTION
 DY2506
 DY2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2506'SAN PEDRO.
 DY2506'AT SAN PEDRO, 0.25 MILES SOUTHEAST ALONG THE BREAKWATER FROM THE
 DY2506'CABRILLO BEACH MUSEUM, 0.2 MILES SOUTHEAST OF LIFEGUARD STATION, IN
 DY2506'TOP THE NORTH CORNER OF THE THIRD LIGHT POST NORTHWEST OF SOUTHEAST
 DY2506'END OF PARKING AREA AND FISHING PIER, 15 FT. SOUTHWEST THE CENTER
 DY2506'LINE PAVED ROAD, 9 FT. NORTHEAST OF NORTHEAST EDGE PAVED LOT, 3 FT.
 DY2506'SOUTHWEST OF ASPHALT MACADAM CURB.
 DY2506
 DY2506                          STATION RECOVERY (1989)
 DY2506
 DY2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2506'RECOVERED IN GOOD CONDITION.
 DY2506
 DY2506                          STATION RECOVERY (1994)
 DY2506
 DY2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2506'THE SECTION OF THE LIGHT POLE BASE AT THE DESCRIBED LOCATION THAT HAD
 DY2506'THE MARK IS MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2505 ***********************************************************************
 DY2505  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2505  DESIGNATION -  941 0650 TIDAL 13
 DY2505  PID         -  DY2505
 DY2505  STATE/COUNTY-  CA/LOS ANGELES
 DY2505  USGS QUAD   -  SAN PEDRO (1981)
 DY2505
 DY2505                         *CURRENT SURVEY CONTROL
 DY2505  ___________________________________________________________________
 DY2505* NAD 83(1986)-  33 42 33.     (N)    118 16 49.     (W)     SCALED    
 DY2505* NAVD 88     -         4.293  (meters)      14.08   (feet)  ADJUSTED  
 DY2505  ___________________________________________________________________
 DY2505  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY2505  DYNAMIC HT  -           4.288 (meters)      14.07  (feet)  COMP
 DY2505  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 DY2505
 DY2505  VERT ORDER  -  FIRST     CLASS I
 DY2505
 DY2505.The horizontal coordinates were scaled from a topographic map and have
 DY2505.an estimated accuracy of +/- 6 seconds.
 DY2505
 DY2505.The orthometric height was determined by differential leveling
 DY2505.and adjusted in June 1995.
 DY2505
 DY2505.This Tidal Bench Mark is designated as VM 8012
 DY2505.by the Center for Operational Oceanographic Products and Services.
 DY2505
 DY2505.The geoid height was determined by GEOID03.
 DY2505
 DY2505.The dynamic height is computed by dividing the NAVD 88
 DY2505.geopotential number by the normal gravity value computed on the
 DY2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2505.degrees latitude (g = 980.6199 gals.).
 DY2505
 DY2505.The modeled gravity was interpolated from observed gravity values.
 DY2505
 DY2505;                    North         East    Units  Estimated Accuracy
 DY2505;SPC CA 5     -   523,240.    1,974,020.      MT  (+/- 180 meters Scaled)
 DY2505
 DY2505                          SUPERSEDED SURVEY CONTROL
 DY2505
 DY2505  NAVD 88 (06/15/91)    4.295  (m)           14.09   (f) UNKNOWN     1 1
 DY2505  NGVD 29 (??/??/92)    3.567  (m)           11.70   (f) ADJ UNCH    1 1
 DY2505
 DY2505.Superseded values are not recommended for survey control.
 DY2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2505.See file dsdata.txt to determine how the superseded data were derived.
 DY2505
 DY2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT813306(NAD 83)
 DY2505_MARKER: DJ = TIDAL STATION DISK
 DY2505_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY2505+WITH SETTING: PAVEMENT
 DY2505_SP_SET: FOOTING
 DY2505_STAMPING: NO 13 1973
 DY2505_MARK LOGO: NGS   
 DY2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2505+STABILITY: SURFACE MOTION
 DY2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY2505+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY2505
 DY2505  HISTORY     - Date     Condition        Report By
 DY2505  HISTORY     - 1973     MONUMENTED       NGS
 DY2505  HISTORY     - 1978     GOOD             NGS
 DY2505  HISTORY     - 19890601 GOOD             NGS
 DY2505  HISTORY     - 19940712 GOOD             NGS
 DY2505
 DY2505                          STATION DESCRIPTION
 DY2505
 DY2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2505'SAN PEDRO.
 DY2505'AT SAN PEDRO, 0.15 MILES SOUTHEAST OF THE CABRILLO BEACH MUSEUM, 0.1
 DY2505'MILES SOUTHEAST OF THE LIFEGUARD STATION, KEYS FOR THE TIDE STAFF AT
 DY2505'FISHING PIER, IN TOP THE NORTH CORNER OF CONCRETE BASE OF STREET LIGHT
 DY2505'POST AT THE NORTHWEST END OF PAVED PARKING AREA FOR PIER AND BREAK-
 DY2505'WATER, 15 FT. SOUTHWEST OF THE CENTER LINE PAVED ROAD, 8 FT. WEST OF
 DY2505'THE NORTHWEST EDGE PAVED PARKING LOT, 3 FT. SOUTHWEST OF ASPHALT
 DY2505'MACADAM CURB.
 DY2505
 DY2505                          STATION RECOVERY (1989)
 DY2505
 DY2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2505'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--KEYS
 DY2505'FOR THE TIDE STAFF AT FISHING PIER.
 DY2505
 DY2505                          STATION RECOVERY (1994)
 DY2505
 DY2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2505'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED ROAD FROM THE LIFEGUARD
 DY2505'STATION AT CABRILLO BEACH (SAN PEDRO) , NEAR THE NORTHEAST CORNER OF
 DY2505'THE CONCRETE FOOTING FOR THE 1ST LIGHT POLE NORTHWEST OF A PARKING
 DY2505'AREA, 8.3 M (27.2 FT) NORTHWEST OF THE CENTER OF THE NORTHWEST
 DY2505'ENTRANCE ROAD TO THE PARKING AREA, 4.5 M (14.8 FT) SOUTHWEST OF THE
 DY2505'CENTERLINE OF THE ROAD, 1.0 M (3.3 FT) SOUTHWEST OF THE SOUTHWEST CURB
 DY2505'OF THE ROAD, 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE DISK
 DY2505'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1100 ***********************************************************************
 DY1100  TIDAL BM    -  This is a Tidal Bench Mark.
 DY1100  DESIGNATION -  941 0650 TIDAL 4
 DY1100  PID         -  DY1100
 DY1100  STATE/COUNTY-  CA/LOS ANGELES
 DY1100  USGS QUAD   -  SAN PEDRO (1981)
 DY1100
 DY1100                         *CURRENT SURVEY CONTROL
 DY1100  ___________________________________________________________________
 DY1100* NAD 83(1986)-  33 42 34.     (N)    118 17 01.     (W)     SCALED    
 DY1100* NAVD 88     -         4.141  (meters)      13.59   (feet)  ADJUSTED  
 DY1100  ___________________________________________________________________
 DY1100  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1100  DYNAMIC HT  -           4.137 (meters)      13.57  (feet)  COMP
 DY1100  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 DY1100
 DY1100  VERT ORDER  -  FIRST     CLASS I
 DY1100
 DY1100.The horizontal coordinates were scaled from a topographic map and have
 DY1100.an estimated accuracy of +/- 6 seconds.
 DY1100
 DY1100.The orthometric height was determined by differential leveling
 DY1100.and adjusted in June 1995.
 DY1100.WARNING-Repeat measurements at this control monument indicate possible
 DY1100.vertical movement.
 DY1100
 DY1100.This Tidal Bench Mark is designated as VM 8006
 DY1100.by the Center for Operational Oceanographic Products and Services.
 DY1100
 DY1100.The geoid height was determined by GEOID03.
 DY1100
 DY1100.The dynamic height is computed by dividing the NAVD 88
 DY1100.geopotential number by the normal gravity value computed on the
 DY1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1100.degrees latitude (g = 980.6199 gals.).
 DY1100
 DY1100.The modeled gravity was interpolated from observed gravity values.
 DY1100
 DY1100;                    North         East    Units  Estimated Accuracy
 DY1100;SPC CA 5     -   523,270.    1,973,710.      MT  (+/- 180 meters Scaled)
 DY1100
 DY1100                          SUPERSEDED SURVEY CONTROL
 DY1100
 DY1100  NAVD 88 (06/15/91)    4.142  (m)           13.59   (f) UNKNOWN     1 1
 DY1100  NGVD 29 (??/??/92)    3.421  (m)           11.22   (f) ADJ UNCH    1 1
 DY1100
 DY1100.Superseded values are not recommended for survey control.
 DY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1100.See file dsdata.txt to determine how the superseded data were derived.
 DY1100
 DY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT810306(NAD 83)
 DY1100_MARKER: DJ = TIDAL STATION DISK
 DY1100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY1100_SP_SET: SIDEWALK
 DY1100_STAMPING: NO 4 1950
 DY1100_MARK LOGO: CGS   
 DY1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1100+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY1100
 DY1100  HISTORY     - Date     Condition        Report By
 DY1100  HISTORY     - 1950     MONUMENTED       CGS
 DY1100  HISTORY     - 1960     GOOD             NGS
 DY1100  HISTORY     - 1966     GOOD             NGS
 DY1100  HISTORY     - 1978     GOOD             NGS
 DY1100  HISTORY     - 19890601 GOOD             NGS
 DY1100  HISTORY     - 19940712 GOOD             NGS
 DY1100  HISTORY     - 20080128 MARK NOT FOUND   GEOCAC
 DY1100
 DY1100                          STATION DESCRIPTION
 DY1100
 DY1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1100'AT SAN PEDRO.
 DY1100'AT CABRILLO BEACH IN THE TOP OF THE CONCRETE SIDEWALK
 DY1100'SURROUNDING THE CABRILLO BEACH MUSEUM AND CAFE, AT THE SOUTH
 DY1100'CORNER OF THE BUILDING, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER
 DY1100'OF THE BUILDING, DIRECTLY BENEATH A SIGN THAT IS PAINTED ON
 DY1100'THE BUILDING WHICH READS CABLE CROSSING PAC. TEL AND TEL CO.,
 DY1100'ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 DY1100
 DY1100                          STATION RECOVERY (1966)
 DY1100
 DY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1100'RECOVERED IN GOOD CONDITION.
 DY1100
 DY1100                          STATION RECOVERY (1978)
 DY1100
 DY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1100'RECOVERED IN GOOD CONDITION.
 DY1100
 DY1100                          STATION RECOVERY (1989)
 DY1100
 DY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1100'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DY1100'DELETE--DIRECTLY BENEATH A SIGN THAT IS PAINTED ON THE BUILDING WHICH
 DY1100'READS CABLE CROSSING PAC. TEL AND TEL CO..  NOTE--THE CABRILLO BEACH
 DY1100'MUSEUM AND CAFE IS NOW ABANDONED.
 DY1100
 DY1100                          STATION RECOVERY (1994)
 DY1100
 DY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1100'IN SAN PEDRO, AT CABRILLO BEACH, IN THE SIDEWALK NEAR THE SOUTHWEST
 DY1100'CORNER OF THE MUSEUM AND CAFE (ABANDONED) , 46.2 M (151.6 FT) SOUTH OF
 DY1100'THE CENTER OF THE SOUTH LANE OF A TRAFFIC CIRCLE AROUND THE CABRILLO
 DY1100'STATUE, 0.3 M (1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 DY1100'AND 0.2 M (0.7 FT) SOUTH OF THE SOUTH WALL OF THE BUILDING.
 DY1100
 DY1100                          STATION RECOVERY (2008)
 DY1100
 DY1100'RECOVERY NOTE BY GEOCACHING 2008 (WS)
 DY1100'MARK NOT FOUND. SIDEWALK HAS BEEN REPLACED RECENTLY, WHICH LED TO
 DY1100'DESTRUCTION OF THE MARK, ACCORDING TO CABRILLO BEACH MARINE MUSEUM AND
 DY1100'BATHOUSE MAINTENANCE MAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1099 ***********************************************************************
 DY1099  TIDAL BM    -  This is a Tidal Bench Mark.
 DY1099  DESIGNATION -  941 0650 TIDAL 5
 DY1099  PID         -  DY1099
 DY1099  STATE/COUNTY-  CA/LOS ANGELES
 DY1099  USGS QUAD   -  SAN PEDRO (1981)
 DY1099
 DY1099                         *CURRENT SURVEY CONTROL
 DY1099  ___________________________________________________________________
 DY1099* NAD 83(1986)-  33 42 36.     (N)    118 17 03.     (W)     SCALED    
 DY1099* NAVD 88     -         5.426  (meters)      17.80   (feet)  ADJUSTED  
 DY1099  ___________________________________________________________________
 DY1099  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DY1099  DYNAMIC HT  -           5.420 (meters)      17.78  (feet)  COMP
 DY1099  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 DY1099
 DY1099  VERT ORDER  -  FIRST     CLASS I
 DY1099
 DY1099.The horizontal coordinates were scaled from a topographic map and have
 DY1099.an estimated accuracy of +/- 6 seconds.
 DY1099
 DY1099.The orthometric height was determined by differential leveling
 DY1099.and adjusted in June 1995.
 DY1099
 DY1099.This Tidal Bench Mark is designated as VM 8007
 DY1099.by the Center for Operational Oceanographic Products and Services.
 DY1099
 DY1099.The geoid height was determined by GEOID03.
 DY1099
 DY1099.The dynamic height is computed by dividing the NAVD 88
 DY1099.geopotential number by the normal gravity value computed on the
 DY1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1099.degrees latitude (g = 980.6199 gals.).
 DY1099
 DY1099.The modeled gravity was interpolated from observed gravity values.
 DY1099
 DY1099;                    North         East    Units  Estimated Accuracy
 DY1099;SPC CA 5     -   523,330.    1,973,660.      MT  (+/- 180 meters Scaled)
 DY1099
 DY1099                          SUPERSEDED SURVEY CONTROL
 DY1099
 DY1099  NAVD 88 (06/15/91)    5.426  (m)           17.80   (f) UNKNOWN     1 1
 DY1099  NGVD 29 (??/??/92)    4.694  (m)           15.40   (f) ADJ UNCH    1 1
 DY1099
 DY1099.Superseded values are not recommended for survey control.
 DY1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1099.See file dsdata.txt to determine how the superseded data were derived.
 DY1099
 DY1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT810307(NAD 83)
 DY1099_MARKER: DJ = TIDAL STATION DISK
 DY1099_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY1099+WITH SETTING: PAVEMENT
 DY1099_SP_SET: FOOTING
 DY1099_STAMPING: NO 5 1950
 DY1099_MARK LOGO: CGS   
 DY1099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1099+STABILITY: SURFACE MOTION
 DY1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1099+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY1099
 DY1099  HISTORY     - Date     Condition        Report By
 DY1099  HISTORY     - 1950     MONUMENTED       CGS
 DY1099  HISTORY     - 1960     GOOD             NGS
 DY1099  HISTORY     - 1966     GOOD             NGS
 DY1099  HISTORY     - 1978     GOOD             NGS
 DY1099  HISTORY     - 19890601 GOOD             NGS
 DY1099  HISTORY     - 19940712 GOOD             NGS
 DY1099  HISTORY     - 20090124 GOOD             GEOCAC
 DY1099
 DY1099                          STATION DESCRIPTION
 DY1099
 DY1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1099'AT SAN PEDRO.
 DY1099'AT CABRILLO BEACH ON THE NORTH SIDE OF THE MUSEUM IN A SMALL
 DY1099'PARK SURROUNDED BY A TRAFFIC CIRCLE, IN THE TOP OF THE SOUTH
 DY1099'CONCRETE BASE OF THE CABRILLO STATUE, 3 FEET WEST OF THE
 DY1099'SOUTHEAST CORNER OF THE BASE OF THE STATUE, ABOUT 1 FOOT ABOVE
 DY1099'THE CONCRETE SIDEWALK.
 DY1099
 DY1099                          STATION RECOVERY (1966)
 DY1099
 DY1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DY1099'RECOVERED IN GOOD CONDITION.
 DY1099
 DY1099                          STATION RECOVERY (1978)
 DY1099
 DY1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1099'RECOVERED IN GOOD CONDITION.
 DY1099
 DY1099                          STATION RECOVERY (1989)
 DY1099
 DY1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1099'RECOVERED IN GOOD CONDITION.
 DY1099
 DY1099                          STATION RECOVERY (1994)
 DY1099
 DY1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1099'IN SAN PEDRO, AT CABRILLO BEACH, IN TOP OF AND NEAR THE CENTER OF THE
 DY1099'SOUTHEAST EDGE OF THE CONCRETE FOOTING OF THE CABRILLO STATUE NEAR THE
 DY1099'CENTER OF A TRAFFIC CIRCLE, 18.8 M (61.7 FT) NORTH OF THE CENTER OF
 DY1099'THE SOUTH LANE OF THE CIRCLE, 16.2 M (53.1 FT) NORTHEAST OF THE NORTH
 DY1099'END OF A SIGN (CABRILLO BEACH) , AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF
 DY1099'THE TRAFFIC CIRCLE.
 DY1099
 DY1099                          STATION RECOVERY (2009)
 DY1099
 DY1099'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 DY1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2509 ***********************************************************************
 DY2509  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2509  DESIGNATION -  941 0650 TIDAL 9
 DY2509  PID         -  DY2509
 DY2509  STATE/COUNTY-  CA/LOS ANGELES
 DY2509  USGS QUAD   -  SAN PEDRO (1981)
 DY2509
 DY2509                         *CURRENT SURVEY CONTROL
 DY2509  ___________________________________________________________________
 DY2509* NAD 83(1986)-  33 42 26.     (N)    118 16 29.     (W)     SCALED    
 DY2509* NAVD 88     -         4.155  (meters)      13.63   (feet)  ADJUSTED  
 DY2509  ___________________________________________________________________
 DY2509  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DY2509  DYNAMIC HT  -           4.151 (meters)      13.62  (feet)  COMP
 DY2509  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 DY2509
 DY2509  VERT ORDER  -  FIRST     CLASS I
 DY2509
 DY2509.The horizontal coordinates were scaled from a topographic map and have
 DY2509.an estimated accuracy of +/- 6 seconds.
 DY2509
 DY2509.The orthometric height was determined by differential leveling
 DY2509.and adjusted in June 1995.
 DY2509
 DY2509.This Tidal Bench Mark is designated as VM 8008
 DY2509.by the Center for Operational Oceanographic Products and Services.
 DY2509
 DY2509.The geoid height was determined by GEOID03.
 DY2509
 DY2509.The dynamic height is computed by dividing the NAVD 88
 DY2509.geopotential number by the normal gravity value computed on the
 DY2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2509.degrees latitude (g = 980.6199 gals.).
 DY2509
 DY2509.The modeled gravity was interpolated from observed gravity values.
 DY2509
 DY2509;                    North         East    Units  Estimated Accuracy
 DY2509;SPC CA 5     -   523,020.    1,974,530.      MT  (+/- 180 meters Scaled)
 DY2509
 DY2509                          SUPERSEDED SURVEY CONTROL
 DY2509
 DY2509  NAVD 88 (06/15/91)    4.154  (m)           13.63   (f) UNKNOWN     1 1
 DY2509  NGVD 29 (??/??/92)    3.425  (m)           11.24   (f) ADJ UNCH    1 1
 DY2509
 DY2509.Superseded values are not recommended for survey control.
 DY2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2509.See file dsdata.txt to determine how the superseded data were derived.
 DY2509
 DY2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT818304(NAD 83)
 DY2509_MARKER: DJ = TIDAL STATION DISK
 DY2509_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DY2509_SP_SET: DECK
 DY2509_STAMPING: NO 9 1973
 DY2509_MARK LOGO: NGS   
 DY2509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2509+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994
 DY2509
 DY2509  HISTORY     - Date     Condition        Report By
 DY2509  HISTORY     - 1973     MONUMENTED       NGS
 DY2509  HISTORY     - 1978     GOOD             NGS
 DY2509  HISTORY     - 19890601 GOOD             NGS
 DY2509  HISTORY     - 19940712 GOOD             NGS
 DY2509
 DY2509                          STATION DESCRIPTION
 DY2509
 DY2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2509'SAN PEDRO.
 DY2509'AT SAN PEDRO BREAKWATER, AT THE SOUTHEAST END OF CONCESSION BUILDING
 DY2509'ON THE FISHING PIER, IN TOP THE FLOOR OF PIER AND WALKWAY AROUND
 DY2509'BUILDING WHICH IS LOCKED AND KEY IS HAD FROM LIFEGUARD AT MUSEUM, 17
 DY2509'FT. NORTHEAST OF A LOCKED WIRE GATE, 10 FT. SOUTH OF THE EAST CORNER
 DY2509'BUILDING, 4.5 FT. SOUTHEAST OF THE WALL OF BUILDING, 0.6 FT.
 DY2509'NORTHWEST OF CONCRETE GUARD RAIL.
 DY2509
 DY2509                          STATION RECOVERY (1989)
 DY2509
 DY2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2509'RECOVERED IN GOOD CONDITION.
 DY2509
 DY2509                          STATION RECOVERY (1994)
 DY2509
 DY2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2509'IN SAN PEDRO, BEHIND THE CONCESSION STAND ON THE FISHING PIER AT
 DY2509'CABRILLO BEACH, 3.5 M (11.5 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 DY2509'BUILDING, 1.5 M (4.9 FT) SOUTHEAST OF THE SOUTHEAST WALL OF THE
 DY2509'BUILDING, AND 0.2 M (0.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DY2509'PIER.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 AA3151 ***********************************************************************
 AA3151  DESIGNATION -  941 0660 M TIDAL RESET
 AA3151  PID         -  AA3151
 AA3151  STATE/COUNTY-  CA/LOS ANGELES
 AA3151  USGS QUAD   -  SAN PEDRO (1981)
 AA3151
 AA3151                         *CURRENT SURVEY CONTROL
 AA3151  ___________________________________________________________________
 AA3151* NAD 83(1986)-  33 43 43.     (N)    118 16 33.     (W)     SCALED    
 AA3151* NAVD 88     -         3.196  (meters)      10.49   (feet)  ADJUSTED  
 AA3151  ___________________________________________________________________
 AA3151  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 AA3151  DYNAMIC HT  -           3.193 (meters)      10.48  (feet)  COMP
 AA3151  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 AA3151
 AA3151  VERT ORDER  -  FIRST     CLASS II
 AA3151
 AA3151.The horizontal coordinates were scaled from a topographic map and have
 AA3151.an estimated accuracy of +/- 6 seconds.
 AA3151
 AA3151.The orthometric height was determined by differential leveling
 AA3151.and adjusted in June 1995.
 AA3151
 AA3151.The geoid height was determined by GEOID03.
 AA3151
 AA3151.The dynamic height is computed by dividing the NAVD 88
 AA3151.geopotential number by the normal gravity value computed on the
 AA3151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3151.degrees latitude (g = 980.6199 gals.).
 AA3151
 AA3151.The modeled gravity was interpolated from observed gravity values.
 AA3151
 AA3151;                    North         East    Units  Estimated Accuracy
 AA3151;SPC CA 5     -   525,400.    1,974,430.      MT  (+/- 180 meters Scaled)
 AA3151
 AA3151                          SUPERSEDED SURVEY CONTROL
 AA3151
 AA3151.No superseded survey control is available for this station.
 AA3151
 AA3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT818327(NAD 83)
 AA3151_MARKER: I = METAL ROD
 AA3151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA3151_STAMPING: 0660 M 1977 RESET 1994
 AA3151_MARK LOGO: NGS   
 AA3151_PROJECTION: FLUSH
 AA3151_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3151+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3151_ROD/PIPE-DEPTH: 23.5 meters
 AA3151
 AA3151  HISTORY     - Date     Condition        Report By
 AA3151  HISTORY     - 1994     MONUMENTED       NGS
 AA3151
 AA3151                          STATION DESCRIPTION
 AA3151
 AA3151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 AA3151'IN SAN PEDRO, AT THE INTERSECTION OF SIGNAL AND 22ND STREETS, 234.1 M
 AA3151'(768.0 FT) NORTHERLY ALONG SIGNAL STREET FROM THE CENTERLINE OF 22ND
 AA3151'STREET, 15.2 M (49.9 FT) SOUTHEAST OF UTILITY POLE NUMBER 321931M,
 AA3151'11.0 M (36.1 FT) NORTHWEST OF UTILITY POLE NUMBER 324626M, 10.6 M
 AA3151'(34.8 FT) NORTHEAST OF A CHAIN-LINK FENCE AND WITNESS POST, 8.9 M
 AA3151'(29.2 FT) SOUTHWEST OF THE CENTERLINE OF SIGNAL STREET, 4.5 M (14.8
 AA3151'FT) NORTHEAST OF THE NEAR RAIL OF THE HARBOR BELT LINE RAILROAD, AND
 AA3151'0.3 M (1.0 FT) BELOW THE LEVEL OF SIGNAL STREET.  NOTE--ACCESS TO THE
 AA3151'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS FOUND BENT
 AA3151'OVER.  THE MARK WAS RESET BY STRAIGHTENING AND CUTTING THE DAMAGED
 AA3151'SECTION OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2512 ***********************************************************************
 DY2512  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2512  DESIGNATION -  941 0660 N TIDAL
 DY2512  PID         -  DY2512
 DY2512  STATE/COUNTY-  CA/LOS ANGELES
 DY2512  USGS QUAD   -  SAN PEDRO (1981)
 DY2512
 DY2512                         *CURRENT SURVEY CONTROL
 DY2512  ___________________________________________________________________
 DY2512* NAD 83(1986)-  33 43 37.     (N)    118 16 28.     (W)     SCALED    
 DY2512* NAVD 88     -         3.491  (meters)      11.45   (feet)  ADJUSTED  
 DY2512  ___________________________________________________________________
 DY2512  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY2512  DYNAMIC HT  -           3.487 (meters)      11.44  (feet)  COMP
 DY2512  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 DY2512
 DY2512  VERT ORDER  -  FIRST     CLASS I
 DY2512
 DY2512.The horizontal coordinates were scaled from a topographic map and have
 DY2512.an estimated accuracy of +/- 6 seconds.
 DY2512
 DY2512.The orthometric height was determined by differential leveling
 DY2512.and adjusted in June 1995.
 DY2512
 DY2512.This Tidal Bench Mark is designated as VM 1600
 DY2512.by the Center for Operational Oceanographic Products and Services.
 DY2512
 DY2512.The geoid height was determined by GEOID03.
 DY2512
 DY2512.The dynamic height is computed by dividing the NAVD 88
 DY2512.geopotential number by the normal gravity value computed on the
 DY2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2512.degrees latitude (g = 980.6199 gals.).
 DY2512
 DY2512.The modeled gravity was interpolated from observed gravity values.
 DY2512
 DY2512;                    North         East    Units  Estimated Accuracy
 DY2512;SPC CA 5     -   525,210.    1,974,560.      MT  (+/- 180 meters Scaled)
 DY2512
 DY2512                          SUPERSEDED SURVEY CONTROL
 DY2512
 DY2512  NAVD 88 (06/15/91)    3.492  (m)           11.46   (f) UNKNOWN     1 1
 DY2512  NGVD 29 (??/??/92)    2.752  (m)            9.03   (f) ADJ UNCH    1 1
 DY2512
 DY2512.Superseded values are not recommended for survey control.
 DY2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2512.See file dsdata.txt to determine how the superseded data were derived.
 DY2512
 DY2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT819326(NAD 83)
 DY2512_MARKER: DJ = TIDAL STATION DISK
 DY2512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DY2512_SP_SET: COPPER-CLAD STEEL ROD
 DY2512_STAMPING: 0660 N 1977
 DY2512_MARK LOGO: NOS   
 DY2512_PROJECTION: FLUSH
 DY2512_MAGNETIC: I = MARKER IS A STEEL ROD
 DY2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2512+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY2512_ROD/PIPE-DEPTH: 6.7  meters
 DY2512
 DY2512  HISTORY     - Date     Condition        Report By
 DY2512  HISTORY     - 1977     MONUMENTED       NOS
 DY2512  HISTORY     - 1978     GOOD             NGS
 DY2512  HISTORY     - 19890411 GOOD             NGS
 DY2512  HISTORY     - 19940721 GOOD             NGS
 DY2512
 DY2512                          STATION DESCRIPTION
 DY2512
 DY2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2512'SAN PEDRO.
 DY2512'AT LOS ANGELES OUTER HARBOR, AT THE SOUTH END OF THE SIGNAL STREET
 DY2512'VIADUCT, AND 22ND STREET INTERSECTION ON THE NORTH CORNER OF INTER-
 DY2512'SECTION IN PLANTER AT THE SOUTH EDGE OF PARKING AREA, 72 FT. NORTH-
 DY2512'EAST THE CENTER LINE SIGNAL STREET, 62.5 FT. NORTHWEST THE CENTER-
 DY2512'LINE 22ND STREET, 8 FT. SOUTH OF 36-INCH PALM TREE, 6.5 FT. SOUTHWEST
 DY2512'OF CONCRETE LAMP POST, 0.6 FT. NORTHEAST OF THE SOUTHWEST EDGE OF
 DY2512'PLANTER AND CURB, 135 FT. THE SOUTHWEST EDGE OF TIDAL 10 AND THE
 DY2512'EXTREME SOUTH END OF VIADUCT.
 DY2512'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 DY2512'THE MARK IS 2 FT ABOVE INTERSECTION.
 DY2512
 DY2512                          STATION RECOVERY (1989)
 DY2512
 DY2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2512'RECOVERED IN GOOD CONDITION.
 DY2512
 DY2512                          STATION RECOVERY (1994)
 DY2512
 DY2512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2512'IN SAN PEDRO, AT THE INTERSECTION OF SIGNAL AND 22ND STREETS, IN AN
 DY2512'ISLAND AT THE SOUTH END OF A PARKING LOT, 22.4 M (73.5 FT) EAST OF THE
 DY2512'CENTERLINE OF SIGNAL STREET, 18.1 M (59.4 FT) NORTH OF THE CENTERLINE
 DY2512'OF 22ND STREET, 2.0 M (6.6 FT) WEST OF A LIGHT POLE, 0.4 M (1.3 FT)
 DY2512'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DY2512'STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 DY2512'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2517 ***********************************************************************
 DY2517  DESIGNATION -  941 0660 P TIDAL
 DY2517  PID         -  DY2517
 DY2517  STATE/COUNTY-  CA/LOS ANGELES
 DY2517  USGS QUAD   -  SAN PEDRO (1981)
 DY2517
 DY2517                         *CURRENT SURVEY CONTROL
 DY2517  ___________________________________________________________________
 DY2517* NAD 83(1986)-  33 43 57.     (N)    118 16 43.     (W)     SCALED    
 DY2517* NAVD 88     -         2.811  (meters)       9.22   (feet)  READJUSTED
 DY2517  ___________________________________________________________________
 DY2517  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY2517  DYNAMIC HT  -           2.810 (meters)       9.22  (feet)  COMP
 DY2517  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 DY2517  OBS GRAVITY -     979,635.8   (mgal)                       GRAV_OBS
 DY2517
 DY2517  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DY2517
 DY2517.The horizontal coordinates were scaled from a topographic map and have
 DY2517.an estimated accuracy of +/- 6 seconds.
 DY2517
 DY2517.The orthometric height was determined by differential leveling
 DY2517.and adjusted in February 1993.
 DY2517.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DY2517.distribution rate of 4.1 thru 8.0 mm/km.
 DY2517.The height was derived from older observations constrained to new
 DY2517.heights in a crustal motion area.  The height is approximate in
 DY2517.relation to other heights in its vicinity.
 DY2517
 DY2517.The geoid height was determined by GEOID03.
 DY2517
 DY2517.The dynamic height is computed by dividing the NAVD 88
 DY2517.geopotential number by the normal gravity value computed on the
 DY2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2517.degrees latitude (g = 980.6199 gals.).
 DY2517
 DY2517.The modeled gravity was interpolated from observed gravity values.
 DY2517.The observed gravity was obtained from relative gravimeter ties
 DY2517.to the IGSN71 gravity network.
 DY2517
 DY2517;                    North         East    Units  Estimated Accuracy
 DY2517;SPC CA 5     -   525,830.    1,974,180.      MT  (+/- 180 meters Scaled)
 DY2517
 DY2517                          SUPERSEDED SURVEY CONTROL
 DY2517
 DY2517  NGVD 29 (??/??/92)    2.067  (m)            6.78   (f) ADJ UNCH    1 1
 DY2517
 DY2517.Superseded values are not recommended for survey control.
 DY2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2517.See file dsdata.txt to determine how the superseded data were derived.
 DY2517
 DY2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815332(NAD 83)
 DY2517_MARKER: DB = BENCH MARK DISK
 DY2517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DY2517_SP_SET: COPPER-CLAD STEEL ROD
 DY2517_STAMPING: 0660 P 1977
 DY2517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY2517
 DY2517  HISTORY     - Date     Condition        Report By
 DY2517  HISTORY     - 1977     MONUMENTED       NOS
 DY2517  HISTORY     - 1978     GOOD             NGS
 DY2517  HISTORY     - 19890411 MARK NOT FOUND   NGS
 DY2517
 DY2517                          STATION DESCRIPTION
 DY2517
 DY2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2517'IN SAN PEDRO.
 DY2517'IN SAN PEDRO, IN THE LOS ANGELES HARBOR DISTRICT, WEST OF
 DY2517'THE PORT OF CALL ALONG SAMPSON WAY, 56 FT. WEST OF THE
 DY2517'WEST CORNER OF THE FISHERMANS COOP ASSOCIATION BUILDING,
 DY2517'31 FT. NORTH OF A YELLOW FIRE HYDRANT, 10.3 FT. EAST OF
 DY2517'THE EAST RAIL OF THE TRACKS, 1.6 FT. EAST OF A METAL
 DY2517'WITNESS POST, ACCESS IS HAD THROUGH A 4-INCH PLASTIC PIPE
 DY2517'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 DY2517
 DY2517                          STATION RECOVERY (1989)
 DY2517
 DY2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2517'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
 DY2517'MEASUREMENTS PUT MARK UNDER ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1077 ***********************************************************************
 DY1077  DESIGNATION -  941 0660 TIDAL 10
 DY1077  PID         -  DY1077
 DY1077  STATE/COUNTY-  CA/LOS ANGELES
 DY1077  USGS QUAD   -  SAN PEDRO (1981)
 DY1077
 DY1077                         *CURRENT SURVEY CONTROL
 DY1077  ___________________________________________________________________
 DY1077* NAD 83(1986)-  33 43 39.     (N)    118 16 29.     (W)     SCALED    
 DY1077* NAVD 88     -         3.514  (meters)      11.53   (feet)  READJUSTED
 DY1077  ___________________________________________________________________
 DY1077  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY1077  DYNAMIC HT  -           3.510 (meters)      11.52  (feet)  COMP
 DY1077  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 DY1077
 DY1077  VERT ORDER  -  * READJUSTED, Code F , SEE BELOW
 DY1077
 DY1077.The horizontal coordinates were scaled from a topographic map and have
 DY1077.an estimated accuracy of +/- 6 seconds.
 DY1077
 DY1077.The orthometric height was determined by differential leveling
 DY1077.and adjusted in February 1993.
 DY1077.* This is a READJUSTED BENCH MARK height.  Code F indicates a
 DY1077.distribution rate greater than 8.0 mm/km.
 DY1077.The height was derived from older observations constrained to new
 DY1077.heights in a crustal motion area.  The height is approximate in
 DY1077.relation to other heights in its vicinity.
 DY1077
 DY1077.The geoid height was determined by GEOID03.
 DY1077
 DY1077.The dynamic height is computed by dividing the NAVD 88
 DY1077.geopotential number by the normal gravity value computed on the
 DY1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1077.degrees latitude (g = 980.6199 gals.).
 DY1077
 DY1077.The modeled gravity was interpolated from observed gravity values.
 DY1077
 DY1077;                    North         East    Units  Estimated Accuracy
 DY1077;SPC CA 5     -   525,270.    1,974,540.      MT  (+/- 180 meters Scaled)
 DY1077
 DY1077                          SUPERSEDED SURVEY CONTROL
 DY1077
 DY1077  NGVD 29 (??/??/92)    2.774  (m)            9.10   (f) ADJ UNCH    1 1
 DY1077
 DY1077.Superseded values are not recommended for survey control.
 DY1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1077.See file dsdata.txt to determine how the superseded data were derived.
 DY1077
 DY1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT819326(NAD 83)
 DY1077_MARKER: DB = BENCH MARK DISK
 DY1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1077_SP_SET: CURB
 DY1077_STAMPING: 10 1930
 DY1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1077
 DY1077  HISTORY     - Date     Condition        Report By
 DY1077  HISTORY     - 1930     MONUMENTED       CGS
 DY1077  HISTORY     - 1960     GOOD             NGS
 DY1077  HISTORY     - 1968     GOOD             NGS
 DY1077  HISTORY     - 1973     GOOD             CA-037
 DY1077  HISTORY     - 1976     GOOD             NGS
 DY1077  HISTORY     - 1978     GOOD             NGS
 DY1077  HISTORY     - 19890411 MARK NOT FOUND   NGS
 DY1077
 DY1077                          STATION DESCRIPTION
 DY1077
 DY1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1077'AT SAN PEDRO.
 DY1077'AT LOS ANGELES OUTER HARBOR AT THE SOUTH END OF THE SIGNAL
 DY1077'STREET OVERPASS BETWEEN SIGNAL STREET AND SAMPSON WAY, IN THE
 DY1077'TOP OF THE CONCRETE CURBING AT THE SOUTH BASE OF A STREET LAMP
 DY1077'POST, ABOUT 150 FEET NORTH OF THE INTERSECTION OF 22ND STREET
 DY1077'AND SIGNAL STREET, 1 FOOT ABOVE THE LEVEL OF THE STREET.  TIDAL
 DY1077'STA II-17-2
 DY1077
 DY1077                          STATION RECOVERY (1968)
 DY1077
 DY1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DY1077'RECOVERED IN GOOD CONDITION.
 DY1077
 DY1077                          STATION RECOVERY (1973)
 DY1077
 DY1077'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY1077'SIGNAL STREET AND 22ND STREET, 148 FEET NORTHERLY OF THE NORTH CURB
 DY1077'LINE OF 22ND STREET, IN THE TOP OF THE ISLAND AT THE SOUTH END OF THE
 DY1077'SIGNAL STREET VIADUCT.
 DY1077
 DY1077                          STATION RECOVERY (1976)
 DY1077
 DY1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1077'AT LOS ANGELES OUTER HARBOR, AT THE SOUTH END OF THE SIGNAL STREET
 DY1077'OVERPASS, BETWEN SIGNAL STREET AND SAMPSON WAY, IN TOP OF THE CONCRETE
 DY1077'CURBING AT THE SOUTH BASE OF A STREET LAMP POST, 150 FT NORTH
 DY1077'OF THE INTERSECTION OF 22 ND STREET AND SIGNAL STREET.
 DY1077
 DY1077                          STATION RECOVERY (1978)
 DY1077
 DY1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1077'RECOVERED IN GOOD CONDITION.
 DY1077
 DY1077                          STATION RECOVERY (1989)
 DY1077
 DY1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY9300 ***********************************************************************
 DY9300  TIDAL BM    -  This is a Tidal Bench Mark.
 DY9300  DESIGNATION -  941 0660 TIDAL 10 RESET
 DY9300  PID         -  DY9300
 DY9300  STATE/COUNTY-  CA/LOS ANGELES
 DY9300  USGS QUAD   -  SAN PEDRO (1981)
 DY9300
 DY9300                         *CURRENT SURVEY CONTROL
 DY9300  ___________________________________________________________________
 DY9300* NAD 83(1986)-  33 43 36.     (N)    118 16 20.     (W)     SCALED    
 DY9300* NAVD 88     -         3.041  (meters)       9.98   (feet)  ADJUSTED  
 DY9300  ___________________________________________________________________
 DY9300  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY9300  DYNAMIC HT  -           3.038 (meters)       9.97  (feet)  COMP
 DY9300  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 DY9300
 DY9300  VERT ORDER  -  FIRST     CLASS II
 DY9300
 DY9300.The horizontal coordinates were scaled from a topographic map and have
 DY9300.an estimated accuracy of +/- 6 seconds.
 DY9300
 DY9300.The orthometric height was determined by differential leveling
 DY9300.and adjusted in June 1995.
 DY9300
 DY9300.This Tidal Bench Mark is designated as VM 1605
 DY9300.by the Center for Operational Oceanographic Products and Services.
 DY9300
 DY9300.The geoid height was determined by GEOID03.
 DY9300
 DY9300.The dynamic height is computed by dividing the NAVD 88
 DY9300.geopotential number by the normal gravity value computed on the
 DY9300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY9300.degrees latitude (g = 980.6199 gals.).
 DY9300
 DY9300.The modeled gravity was interpolated from observed gravity values.
 DY9300
 DY9300;                    North         East    Units  Estimated Accuracy
 DY9300;SPC CA 5     -   525,180.    1,974,770.      MT  (+/- 180 meters Scaled)
 DY9300
 DY9300                          SUPERSEDED SURVEY CONTROL
 DY9300
 DY9300  NAVD 88 (06/15/91)    3.047  (m)           10.00   (f) UNKNOWN     1 2
 DY9300
 DY9300.Superseded values are not recommended for survey control.
 DY9300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY9300.See file dsdata.txt to determine how the superseded data were derived.
 DY9300
 DY9300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821325(NAD 83)
 DY9300_MARKER: DV = VERTICAL CONTROL DISK
 DY9300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY9300_SP_SET: CATCH BASIN
 DY9300_STAMPING: 10-1930 RESET 1985
 DY9300_MARK LOGO: NGS   
 DY9300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY9300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY9300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY9300+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY9300
 DY9300  HISTORY     - Date     Condition        Report By
 DY9300  HISTORY     - 1985     MONUMENTED       NGS
 DY9300  HISTORY     - 19890411 GOOD             NGS
 DY9300  HISTORY     - 19940721 GOOD             NGS
 DY9300
 DY9300                          STATION DESCRIPTION
 DY9300
 DY9300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DY9300'IN SAN PEDRO, AT THE INTERSECTION OF 22ND AND SIGNAL STREETS, IN THE
 DY9300'NORTHEAST CORNER OF A CONCRETE CATCH BASIN AT THE SOUTHWEST CORNER OF
 DY9300'THE INTERSECTION, 21.9 M (71.9 FT) WEST OF THE CENTERLINE OF SIGNAL
 DY9300'STREET, 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF 22ND STREET, AND
 DY9300'0.9 M (3.0 FT) NORTHWEST OF A RAILROAD SIGNAL.
 DY9300
 DY9300                          STATION RECOVERY (1994)
 DY9300
 DY9300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY9300'IN SAN PEDRO, AT THE INTERSECTION OF 22ND AND SIGNAL STREETS, NEAR THE
 DY9300'NORTHEAST CORNER OF A CATCH BASIN, 22.6 M (74.1 FT) WEST OF THE
 DY9300'CENTERLINE OF SIGNAL STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE
 DY9300'OF 22ND STREET, 1.3 M (4.3 FT) NORTHWEST OF A RAILROAD CROSSING
 DY9300'SIGNAL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1085 ***********************************************************************
 DY1085  TIDAL BM    -  This is a Tidal Bench Mark.
 DY1085  DESIGNATION -  941 0660 TIDAL 11 RESET
 DY1085  PID         -  DY1085
 DY1085  STATE/COUNTY-  CA/LOS ANGELES
 DY1085  USGS QUAD   -  SAN PEDRO (1981)
 DY1085
 DY1085                         *CURRENT SURVEY CONTROL
 DY1085  ___________________________________________________________________
 DY1085* NAD 83(1986)-  33 43 31.     (N)    118 16 37.     (W)     SCALED    
 DY1085* NAVD 88     -         4.649  (meters)      15.25   (feet)  ADJUSTED  
 DY1085  ___________________________________________________________________
 DY1085  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1085  DYNAMIC HT  -           4.645 (meters)      15.24  (feet)  COMP
 DY1085  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 DY1085
 DY1085  VERT ORDER  -  FIRST     CLASS I
 DY1085
 DY1085.The horizontal coordinates were scaled from a topographic map and have
 DY1085.an estimated accuracy of +/- 6 seconds.
 DY1085
 DY1085.The orthometric height was determined by differential leveling
 DY1085.and adjusted in June 1995.
 DY1085
 DY1085.This Tidal Bench Mark is designated as VM 1596
 DY1085.by the Center for Operational Oceanographic Products and Services.
 DY1085
 DY1085.The geoid height was determined by GEOID03.
 DY1085
 DY1085.The dynamic height is computed by dividing the NAVD 88
 DY1085.geopotential number by the normal gravity value computed on the
 DY1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1085.degrees latitude (g = 980.6199 gals.).
 DY1085
 DY1085.The modeled gravity was interpolated from observed gravity values.
 DY1085
 DY1085;                    North         East    Units  Estimated Accuracy
 DY1085;SPC CA 5     -   525,030.    1,974,330.      MT  (+/- 180 meters Scaled)
 DY1085
 DY1085                          SUPERSEDED SURVEY CONTROL
 DY1085
 DY1085  NAVD 88 (06/15/91)    4.652  (m)           15.26   (f) UNKNOWN     1 1
 DY1085  NGVD 29 (??/??/92)    3.915  (m)           12.84   (f) ADJ UNCH    1 1
 DY1085
 DY1085.Superseded values are not recommended for survey control.
 DY1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1085.See file dsdata.txt to determine how the superseded data were derived.
 DY1085
 DY1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT816324(NAD 83)
 DY1085_MARKER: DB = BENCH MARK DISK
 DY1085_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY1085+WITH SETTING: PAVEMENT
 DY1085_SP_SET: CORNER BLOCK
 DY1085_STAMPING: 11 1935 RESET 1967
 DY1085_MARK LOGO: CGS   
 DY1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY1085+STABILITY: SURFACE MOTION
 DY1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1085+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY1085
 DY1085  HISTORY     - Date     Condition        Report By
 DY1085  HISTORY     - 1967     MONUMENTED       CGS
 DY1085  HISTORY     - 1978     GOOD             NGS
 DY1085  HISTORY     - 19890411 GOOD             NGS
 DY1085  HISTORY     - 19940721 GOOD             NGS
 DY1085
 DY1085                          STATION DESCRIPTION
 DY1085
 DY1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 DY1085'AT SAN PEDRO.
 DY1085'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE OUTER
 DY1085'DOCK AND WHARF BUILDING, ABOUT 250 FEET SOUTH OF THE CENTERLINE
 DY1085'OF 22ND STREET, 14 FEET EAST OF THE WEST EDGE OF A LOADING DOCK,
 DY1085'12.5 FEET NORTHWEST OF CENTER LINE OF THE NORTH DOOR OF THE
 DY1085'BUILDING, 1 FOOT SOUTH OF THE NORTH EDGE OF THE FOUNDATION, 0.6
 DY1085'FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AND AT
 DY1085'BERTH 55 OF THE JOHNSON LINE.  TIDAL STA II-17-2
 DY1085
 DY1085                          STATION RECOVERY (1978)
 DY1085
 DY1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1085'AT LOS ANGELES HARBOR, 0.2 MILES SOUTHWEST OF THE INTERSECTION OF
 DY1085'SIGNAL AND 22ND STREET AT THE EAST CORNER OF MINER AND 22ND STREET,
 DY1085'IN TOP THE WEST CORNER OF THE BEAUFORT TERMINALS INC. WAREHOUSE,
 DY1085'ABOUT 6 FT. ABOVE STREET LEVEL, 348 FT. SOUTHEAST OF THE CENTER LINE
 DY1085'22ND STREET, 114 FT. NORTHEAST THE CENTER LINE MINER STREET, 13 FT.
 DY1085'SOUTH OF THE TOP OF STAIRS TO WAREHOUSE OFFICE, 11.5 FT. SOUTHWEST OF
 DY1085'EDGE DOOR TO OFFICE.
 DY1085
 DY1085                          STATION RECOVERY (1989)
 DY1085
 DY1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1085'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.3
 DY1085'M (1.0 FT) ABOVE THE LEVEL OF THE LOADING DOCK.  CHANGE--BEAUFORT
 DY1085'TERMINALS INC WAREHOUSE, TO U.S. ARMY MTMC WAREHOUSE.
 DY1085
 DY1085                          STATION RECOVERY (1994)
 DY1085
 DY1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1085'IN SAN PEDRO, AT THE INTERSECTION OF 22ND AND MINER STREETS, IN TOP OF
 DY1085'AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF A CONCRETE CORNER BLOCK
 DY1085'AT BERTHS 54 AND 55, 102.0 M (334.6 FT) SOUTH OF THE CENTERLINE OF
 DY1085'22ND STREET, 51.7 M (169.6 FT) EAST OF THE CENTERLINE OF MINER STREET,
 DY1085'7.4 M (24.3 FT) NORTH OF THE CENTER OF THE ENTRANCE DOOR TO THE DAVID
 DY1085'OPPENHEIMER AND COMPANY, 4.5 M (14.8 FT) EAST OF THE SOUTHWEST CORNER
 DY1085'OF AN ADDITION TO A WAREHOUSE, AND 1.7 M (5.6 FT) ABOVE THE LEVEL OF
 DY1085'THE STREETS.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1075 ***********************************************************************
 DY1075  TIDAL BM    -  This is a Tidal Bench Mark.
 DY1075  DESIGNATION -  941 0660 TIDAL 12
 DY1075  PID         -  DY1075
 DY1075  STATE/COUNTY-  CA/LOS ANGELES
 DY1075  USGS QUAD   -  SAN PEDRO (1981)
 DY1075
 DY1075                         *CURRENT SURVEY CONTROL
 DY1075  ___________________________________________________________________
 DY1075* NAD 83(1986)-  33 43 47.     (N)    118 16 41.     (W)     SCALED    
 DY1075* NAVD 88     -         3.824  (meters)      12.55   (feet)  READJUSTED
 DY1075  ___________________________________________________________________
 DY1075  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1075  DYNAMIC HT  -           3.820 (meters)      12.53  (feet)  COMP
 DY1075  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 DY1075
 DY1075  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 DY1075
 DY1075.The horizontal coordinates were scaled from a topographic map and have
 DY1075.an estimated accuracy of +/- 6 seconds.
 DY1075
 DY1075.The orthometric height was determined by differential leveling
 DY1075.and adjusted in February 1993.
 DY1075.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 DY1075.distribution rate of 4.1 thru 8.0 mm/km.
 DY1075.The height was derived from older observations constrained to new
 DY1075.heights in a crustal motion area.  The height is approximate in
 DY1075.relation to other heights in its vicinity.
 DY1075
 DY1075.This Tidal Bench Mark is designated as VM 6780
 DY1075.by the Center for Operational Oceanographic Products and Services.
 DY1075
 DY1075.The geoid height was determined by GEOID03.
 DY1075
 DY1075.The dynamic height is computed by dividing the NAVD 88
 DY1075.geopotential number by the normal gravity value computed on the
 DY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1075.degrees latitude (g = 980.6199 gals.).
 DY1075
 DY1075.The modeled gravity was interpolated from observed gravity values.
 DY1075
 DY1075;                    North         East    Units  Estimated Accuracy
 DY1075;SPC CA 5     -   525,520.    1,974,230.      MT  (+/- 180 meters Scaled)
 DY1075
 DY1075                          SUPERSEDED SURVEY CONTROL
 DY1075
 DY1075  NGVD 29 (??/??/92)    3.082  (m)           10.11   (f) ADJ UNCH    1 1
 DY1075
 DY1075.Superseded values are not recommended for survey control.
 DY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1075.See file dsdata.txt to determine how the superseded data were derived.
 DY1075
 DY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT815329(NAD 83)
 DY1075_MARKER: DB = BENCH MARK DISK
 DY1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1075_SP_SET: CONCRETE BASE
 DY1075_STAMPING: 12 1935
 DY1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1075
 DY1075  HISTORY     - Date     Condition        Report By
 DY1075  HISTORY     - 1935     MONUMENTED       CGS
 DY1075  HISTORY     - 1964     GOOD             NGS
 DY1075  HISTORY     - 1976     GOOD             NGS
 DY1075  HISTORY     - 1978     GOOD             NGS
 DY1075  HISTORY     - 19890411 MARK NOT FOUND   NGS
 DY1075
 DY1075                          STATION DESCRIPTION
 DY1075
 DY1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DY1075'AT SAN PEDRO.
 DY1075'AT SAN PEDRO, AT LOS ANGELES OUTER HARBOR, ALONG SAMPSON WAY,
 DY1075'IN THE Y JUNCTION OF THE SOUTHERN PACIFIC RAILROAD TRACKS,
 DY1075'UNDER THE SIGNAL STREET OVERPASS, IN THE TOP OF THE SOUTHWEST
 DY1075'CORNER OF THE CONCRETE BASE OF THE THIRD PIER WEST OF THE EAST
 DY1075'END OF THE OVERPASS, ABOUT 42 YARDS NORTHWEST OF A LARGE WATER
 DY1075'TANK, 59 FEET WEST OF THE CENTER LINE OF SAMPAON WAY, AND ABOUT
 DY1075'1 FOOT ABOVE THE TRACKS.  TIDAL STA II-17-2
 DY1075
 DY1075                          STATION RECOVERY (1976)
 DY1075
 DY1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1075'AT LOS ANGELES OUTER HARBOR, ALONG SAMPSON WAY AT JUNCTION OF SAMPSON
 DY1075'WAY AND FRONTAGE ROAD, IN THE Y JUNCTION OF THE SOUTHERN PACIFIC
 DY1075'RAILROAD TRACKS, UNDER SIGNAL STREET OVERPASS, IN THE TOP OF THE
 DY1075'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE PIER WEST OF THE
 DY1075'EAST END OF THE OVERPASS, 59 FT WEST OF THE CENTER LINE OF SAMPSON WAY
 DY1075', 102.5 FT NORTHWEST OF NORTHWEST CORNER OF STAIRWAY FOOTING AT
 DY1075'SOUTHWEST SIDE OF SAMPSON WAY, 58 PACES WEST OF BM 24 02820
 DY1075
 DY1075                          STATION RECOVERY (1978)
 DY1075
 DY1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1075'RECOVERED IN GOOD CONDITION.
 DY1075
 DY1075                          STATION RECOVERY (1989)
 DY1075
 DY1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2514 ***********************************************************************
 DY2514  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2514  DESIGNATION -  941 0660 TIDAL 13
 DY2514  PID         -  DY2514
 DY2514  STATE/COUNTY-  CA/LOS ANGELES
 DY2514  USGS QUAD   -  SAN PEDRO (1981)
 DY2514
 DY2514                         *CURRENT SURVEY CONTROL
 DY2514  ___________________________________________________________________
 DY2514* NAD 83(1986)-  33 43 21.     (N)    118 16 24.     (W)     SCALED    
 DY2514* NAVD 88     -         4.085  (meters)      13.40   (feet)  ADJUSTED  
 DY2514  ___________________________________________________________________
 DY2514  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY2514  DYNAMIC HT  -           4.081 (meters)      13.39  (feet)  COMP
 DY2514  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 DY2514
 DY2514  VERT ORDER  -  FIRST     CLASS I
 DY2514
 DY2514.The horizontal coordinates were scaled from a topographic map and have
 DY2514.an estimated accuracy of +/- 6 seconds.
 DY2514
 DY2514.The orthometric height was determined by differential leveling
 DY2514.and adjusted in June 1995.
 DY2514.WARNING-Repeat measurements at this control monument indicate possible
 DY2514.vertical movement.
 DY2514
 DY2514.This Tidal Bench Mark is designated as VM 1597
 DY2514.by the Center for Operational Oceanographic Products and Services.
 DY2514
 DY2514.The geoid height was determined by GEOID03.
 DY2514
 DY2514.The dynamic height is computed by dividing the NAVD 88
 DY2514.geopotential number by the normal gravity value computed on the
 DY2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2514.degrees latitude (g = 980.6199 gals.).
 DY2514
 DY2514.The modeled gravity was interpolated from observed gravity values.
 DY2514
 DY2514;                    North         East    Units  Estimated Accuracy
 DY2514;SPC CA 5     -   524,720.    1,974,660.      MT  (+/- 180 meters Scaled)
 DY2514
 DY2514                          SUPERSEDED SURVEY CONTROL
 DY2514
 DY2514  NAVD 88 (06/15/91)    4.088  (m)           13.41   (f) UNKNOWN     1 1
 DY2514  NGVD 29 (??/??/92)    3.358  (m)           11.02   (f) ADJ UNCH    1 1
 DY2514
 DY2514.Superseded values are not recommended for survey control.
 DY2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2514.See file dsdata.txt to determine how the superseded data were derived.
 DY2514
 DY2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT820321(NAD 83)
 DY2514_MARKER: DB = BENCH MARK DISK
 DY2514_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY2514+WITH SETTING: PAVEMENT
 DY2514_SP_SET: LOADING DOCK
 DY2514_STAMPING: NO 13 1971
 DY2514_MARK LOGO: CGS   
 DY2514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2514+STABILITY: SURFACE MOTION
 DY2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2514+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY2514
 DY2514  HISTORY     - Date     Condition        Report By
 DY2514  HISTORY     - 1971     MONUMENTED       NGS
 DY2514  HISTORY     - 1978     GOOD             NGS
 DY2514  HISTORY     - 19890411 GOOD             NGS
 DY2514  HISTORY     - 19940721 GOOD             NGS
 DY2514
 DY2514                          STATION DESCRIPTION
 DY2514
 DY2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2514'IN LOS ANGELES OUTER HARBOR.
 DY2514'IN LOS ANGELES OUTER HARBOR (SAN PEDRO), SET IN CONCRETE LOADING
 DY2514'PLATFORM ON EAST SIDE OF TRANSIT SHED (BERTH 59), BETWEEN HANGER
 DY2514'DOORS 22 AND 23, 94 FT WEST OF THE CENTERLINE OF SIGNAL STREET, 9 FT
 DY2514'NORTH OF DOOR 23, 8 FT WEST OF EASTERN EDGE OF LOADING DOCK AND 1 FT
 DY2514'EAST OF EAST OF BUILDING.
 DY2514
 DY2514                          STATION RECOVERY (1989)
 DY2514
 DY2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2514'RECOVERED IN GOOD CONDITION.
 DY2514
 DY2514                          STATION RECOVERY (1994)
 DY2514
 DY2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2514'IN SAN PEDRO, AT THE INTERSECTION OF SIGNAL STREET AND ADMIRAL HIGBEE
 DY2514'WAY, IN TOP OF AND 2.4 M (7.9 FT) WEST OF THE EAST EDGE OF A CONCRETE
 DY2514'LOADING DOCK AT THE PORT OF LOS ANGELES BERTH NUMBER 59, 71.3 M (233.9
 DY2514'FT) NORTH OF THE EXTENDED CENTERLINE OF THE WAY, 29.2 M (95.8 FT) WEST
 DY2514'OF THE STREET CENTERLINE, 2.7 M (8.9 FT) NORTH OF THE NORTH END OF
 DY2514'DOOR NUMBER 23, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3
 DY2514'M (1.0 FT) EAST OF THE EAST WALL OF THE WAREHOUSE AT BERTH 59.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY2513 ***********************************************************************
 DY2513  TIDAL BM    -  This is a Tidal Bench Mark.
 DY2513  DESIGNATION -  941 0660 TIDAL 14
 DY2513  PID         -  DY2513
 DY2513  STATE/COUNTY-  CA/LOS ANGELES
 DY2513  USGS QUAD   -  SAN PEDRO (1981)
 DY2513
 DY2513                         *CURRENT SURVEY CONTROL
 DY2513  ___________________________________________________________________
 DY2513* NAD 83(1986)-  33 43 29.     (N)    118 16 27.     (W)     SCALED    
 DY2513* NAVD 88     -         4.006  (meters)      13.14   (feet)  ADJUSTED  
 DY2513  ___________________________________________________________________
 DY2513  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DY2513  DYNAMIC HT  -           4.002 (meters)      13.13  (feet)  COMP
 DY2513  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DY2513
 DY2513  VERT ORDER  -  FIRST     CLASS I
 DY2513
 DY2513.The horizontal coordinates were scaled from a topographic map and have
 DY2513.an estimated accuracy of +/- 6 seconds.
 DY2513
 DY2513.The orthometric height was determined by differential leveling
 DY2513.and adjusted in June 1995.
 DY2513.WARNING-Repeat measurements at this control monument indicate possible
 DY2513.vertical movement.
 DY2513
 DY2513.This Tidal Bench Mark is designated as VM 6653
 DY2513.by the Center for Operational Oceanographic Products and Services.
 DY2513
 DY2513.The geoid height was determined by GEOID03.
 DY2513
 DY2513.The dynamic height is computed by dividing the NAVD 88
 DY2513.geopotential number by the normal gravity value computed on the
 DY2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY2513.degrees latitude (g = 980.6199 gals.).
 DY2513
 DY2513.The modeled gravity was interpolated from observed gravity values.
 DY2513
 DY2513;                    North         East    Units  Estimated Accuracy
 DY2513;SPC CA 5     -   524,960.    1,974,590.      MT  (+/- 180 meters Scaled)
 DY2513
 DY2513                          SUPERSEDED SURVEY CONTROL
 DY2513
 DY2513  NAVD 88 (06/15/91)    4.008  (m)           13.15   (f) UNKNOWN     1 1
 DY2513  NGVD 29 (??/??/92)    3.283  (m)           10.77   (f) ADJ UNCH    1 1
 DY2513
 DY2513.Superseded values are not recommended for survey control.
 DY2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY2513.See file dsdata.txt to determine how the superseded data were derived.
 DY2513
 DY2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT819323(NAD 83)
 DY2513_MARKER: DB = BENCH MARK DISK
 DY2513_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DY2513+WITH SETTING: PAVEMENT
 DY2513_SP_SET: LOADING DOCK
 DY2513_STAMPING: NO 14 1971
 DY2513_MARK LOGO: CGS   
 DY2513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DY2513+STABILITY: SURFACE MOTION
 DY2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY2513+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY2513
 DY2513  HISTORY     - Date     Condition        Report By
 DY2513  HISTORY     - 1971     MONUMENTED       NGS
 DY2513  HISTORY     - 1978     GOOD             NGS
 DY2513  HISTORY     - 19890411 GOOD             NGS
 DY2513  HISTORY     - 19940721 GOOD             NGS
 DY2513
 DY2513                          STATION DESCRIPTION
 DY2513
 DY2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DY2513'IN LOS ANGELES OUTER HARBOR.
 DY2513'IN LOS ANGELES OUTER HARBOR (SAN PEDRO), SET ON EAST SIDE OF TRANSIT
 DY2513'SHED (BERTH 58), 94 FT WEST OF CENTERLINE OF SIGNAL STREET, 45 FT
 DY2513'SOUTH OF NORTHEAST CORNER OF BUILDING, 6 FT SOUTH OF LOADING DOOR NO.
 DY2513'1 AND 1 FT EAST OF EAST SIDE OF BUILDING.
 DY2513
 DY2513                          STATION RECOVERY (1989)
 DY2513
 DY2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY2513'RECOVERED IN GOOD CONDITION.
 DY2513
 DY2513                          STATION RECOVERY (1994)
 DY2513
 DY2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY2513'IN SAN PEDRO, AT THE INTERSECTION OF SIGNAL AND 22ND STREETS, IN TOP
 DY2513'OF AND 2.3 M (7.5 FT) WEST OF THE EAST EDGE OF A CONCRETE LOADING DOCK
 DY2513'AT THE PORT OF LOS ANGELES BERTH NUMBER 58, 254.0 M (833.3 FT) SOUTH
 DY2513'OF THE CENTERLINE OF 22ND STREET, 28.6 M (93.8 FT) WEST OF THE
 DY2513'CENTERLINE OF SIGNAL STREET, 1.7 M (5.6 FT) SOUTH OF THE SOUTH END OF
 DY2513'DOOR NUMBER 1, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M
 DY2513'(1.0 FT) EAST OF THE EAST WALL OF THE WAREHOUSE AT BERTH 58.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1092 ***********************************************************************
 DY1092  DESIGNATION -  941 0660 TIDAL 45
 DY1092  PID         -  DY1092
 DY1092  STATE/COUNTY-  CA/LOS ANGELES
 DY1092  USGS QUAD   -  SAN PEDRO (1981)
 DY1092
 DY1092                         *CURRENT SURVEY CONTROL
 DY1092  ___________________________________________________________________
 DY1092* NAD 83(1986)-  33 43 27.     (N)    118 17 09.     (W)     SCALED    
 DY1092* NAVD 88     -        18.07   (+/-2cm)      59.3    (feet)  VERTCON   
 DY1092  ___________________________________________________________________
 DY1092  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DY1092  VERT ORDER  -  FIRST     CLASS II (See Below)
 DY1092
 DY1092.The horizontal coordinates were scaled from a topographic map and have
 DY1092.an estimated accuracy of +/- 6 seconds.
 DY1092
 DY1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DY1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DY1092.The vertical order pertains to the NGVD 29 superseded value.
 DY1092
 DY1092.The geoid height was determined by GEOID03.
 DY1092
 DY1092;                    North         East    Units  Estimated Accuracy
 DY1092;SPC CA 5     -   524,900.    1,973,510.      MT  (+/- 180 meters Scaled)
 DY1092
 DY1092                          SUPERSEDED SURVEY CONTROL
 DY1092
 DY1092  NGVD 29 (??/??/92)   17.327  (m)           56.85   (f) ADJ UNCH    1 2
 DY1092
 DY1092.Superseded values are not recommended for survey control.
 DY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1092.See file dsdata.txt to determine how the superseded data were derived.
 DY1092
 DY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT808323(NAD 83)
 DY1092_MARKER: DB = BENCH MARK DISK
 DY1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DY1092_SP_SET: STORM DRAIN
 DY1092_STAMPING: 45 1936
 DY1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DY1092
 DY1092  HISTORY     - Date     Condition        Report By
 DY1092  HISTORY     - 1936     MONUMENTED       CGS
 DY1092  HISTORY     - 1941     GOOD             NGS
 DY1092  HISTORY     - 1945     GOOD             NGS
 DY1092  HISTORY     - 1978     MARK NOT FOUND   NGS
 DY1092
 DY1092                          STATION DESCRIPTION
 DY1092
 DY1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DY1092'AT SAN PEDRO.
 DY1092'BENCH MARK IS AT THE SOUTHEAST CORNER OF INTERSECTION OF S.
 DY1092'MESA STREET WITH W. 22ND STREET.  IT IS 25 FEET EAST OF THE
 DY1092'EAST CURB OF S. MESA ST.  IT IS 6.0 FEET NORTH OF THE SOUTH
 DY1092'CURB OF W. 22ND. ST.  BENCH MARK IS SET HORITZONTALLY IN TOP
 DY1092'OF CONCRETE HEADWALL OF STORM DRAIN.  IT IS 15 FEET SOUTH OF THE
 DY1092'CENTER LINE OF W. 22ND, ST. AND ABOUT 1.5 FEET BELOW STREET
 DY1092'LEVEL.  IT IS 1.6 FEET NORTH OF AN IRON PIPE.  TIDAL STA 11-17-2
 DY1092
 DY1092                          STATION RECOVERY (1945)
 DY1092
 DY1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DY1092'RECOVERED IN GOOD CONDITION.
 DY1092
 DY1092                          STATION RECOVERY (1978)
 DY1092
 DY1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1066 ***********************************************************************
 DY1066  TIDAL BM    -  This is a Tidal Bench Mark.
 DY1066  DESIGNATION -  941 0660 TIDAL 49
 DY1066  PID         -  DY1066
 DY1066  STATE/COUNTY-  CA/LOS ANGELES
 DY1066  USGS QUAD   -  SAN PEDRO (1981)
 DY1066
 DY1066                         *CURRENT SURVEY CONTROL
 DY1066  ___________________________________________________________________
 DY1066* NAD 83(1986)-  33 43 53.     (N)    118 16 48.     (W)     SCALED    
 DY1066* NAVD 88     -         3.665  (meters)      12.02   (feet)  ADJUSTED  
 DY1066  ___________________________________________________________________
 DY1066  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1066  DYNAMIC HT  -           3.661 (meters)      12.01  (feet)  COMP
 DY1066  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 DY1066
 DY1066  VERT ORDER  -  FIRST     CLASS II
 DY1066
 DY1066.The horizontal coordinates were scaled from a topographic map and have
 DY1066.an estimated accuracy of +/- 6 seconds.
 DY1066
 DY1066.The orthometric height was determined by differential leveling
 DY1066.and adjusted in June 1995.
 DY1066
 DY1066.This Tidal Bench Mark is designated as VM 1593
 DY1066.by the Center for Operational Oceanographic Products and Services.
 DY1066
 DY1066.The geoid height was determined by GEOID03.
 DY1066
 DY1066.The dynamic height is computed by dividing the NAVD 88
 DY1066.geopotential number by the normal gravity value computed on the
 DY1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1066.degrees latitude (g = 980.6199 gals.).
 DY1066
 DY1066.The modeled gravity was interpolated from observed gravity values.
 DY1066
 DY1066;                    North         East    Units  Estimated Accuracy
 DY1066;SPC CA 5     -   525,700.    1,974,050.      MT  (+/- 180 meters Scaled)
 DY1066
 DY1066                          SUPERSEDED SURVEY CONTROL
 DY1066
 DY1066  NAVD 88 (06/15/91)    3.664  (m)           12.02   (f) UNKNOWN     1 2
 DY1066  NGVD 29 (??/??/92)    2.91   (m)            9.5    (f) COMPUTED    1 2
 DY1066
 DY1066.Superseded values are not recommended for survey control.
 DY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1066.See file dsdata.txt to determine how the superseded data were derived.
 DY1066
 DY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT814331(NAD 83)
 DY1066_MARKER: DJ = TIDAL STATION DISK
 DY1066_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DY1066_SP_SET: RETAINING WALL
 DY1066_STAMPING: 49 1936
 DY1066_MARK LOGO: CGS   
 DY1066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DY1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DY1066+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1994
 DY1066
 DY1066  HISTORY     - Date     Condition        Report By
 DY1066  HISTORY     - 1936     MONUMENTED       CGS
 DY1066  HISTORY     - 1960     GOOD             NGS
 DY1066  HISTORY     - 1964     GOOD             NGS
 DY1066  HISTORY     - 19890327 GOOD             NGS
 DY1066  HISTORY     - 19940721 GOOD             NGS
 DY1066
 DY1066                          STATION DESCRIPTION
 DY1066
 DY1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1066'AT SAN PEDRO.
 DY1066'AT LOS ANGELES OUTER HARBOR ABOUT 0.2 MILE NORTH OF THE WEST
 DY1066'END OF THE SIGNAL STREET OVERPASS, SET VERTICALLY IN THE BASE
 DY1066'OF THE HIGH CONCRETE RETAINING WALL THAT IS ALONG THE EAST SIDE
 DY1066'OF HARBOR BOULEVARD, ABOUT 160 FEET NORTH OF THE SOUTH END OF
 DY1066'THE RETAINING WALL, ABOUT THE SAME ELEVATION AS THE RAILROAD
 DY1066'TRACKS, 2 FEET BELOW THE SURFACE OF RUBBLE THAT HAS BEEN DUMPED
 DY1066'AT THE BASE OF THE CONCRETE WALL.  LETTERING BM WITH AN ARROW
 DY1066'POINTING TO THE BENCH MARK HAS BEEN CHISELED IN THE CONCRETE
 DY1066'WALL 5 FEET ABOVE THE BENCH MARK.
 DY1066
 DY1066                          STATION RECOVERY (1964)
 DY1066
 DY1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DY1066'RECOVERED IN GOOD CONDITION.
 DY1066
 DY1066                          STATION RECOVERY (1989)
 DY1066
 DY1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DY1066'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAN PEDRO,
 DY1066'AT 2200 SIGNAL PLACE, BETWEEN HARBOR BOULEVARD AND SAMPSON WAY, SET
 DY1066'VERTICALLY IN THE EAST FACE AND NEAR THE BASE OF A LARGE RETAINING
 DY1066'WALL, 78.9 M (258.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DY1066'FISHERMANS COOPERATIVE BUILDING, 48.7 M (159.8 FT) NORTH OF THE SOUTH
 DY1066'END OF THE RETAINING WALL, 21.7 M (71.2 FT) WEST OF THE NEAR RAIL OF
 DY1066'THE SANTA FE RAILROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE TRACK,
 DY1066'AND LEVEL WITH THE GROUND SURFACE.
 DY1066
 DY1066                          STATION RECOVERY (1994)
 DY1066
 DY1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD)
 DY1066'IN SAN PEDRO, AT 2200 SIGNAL STREET, SET VERTICALLY IN THE EAST FACE
 DY1066'OF A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF HARBOR BOULEVARD,
 DY1066'78.9 M (258.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE FISHERMANS
 DY1066'COOPERATIVE ASSOCIATION AT 2200 SIGNAL STREET, 57.9 M (190.0 FT) WEST
 DY1066'OF THE CENTERLINE OF SIGNAL STREET, 39.6 M (129.9 FT) NORTH OF THE
 DY1066'SOUTH END OF THE RETAINING WALL, 39.0 M (128.0 FT) WEST OF A
 DY1066'CHAIN-LINK FENCE, 28.5 M (93.5 FT) WEST OF THE NEAR RAIL OF THE HARBOR
 DY1066'BELT LINE RAILROAD, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE TRACK, AND
 DY1066'THE DISK IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 22, 2009
 DY1083 ***********************************************************************
 DY1083  FBN         -  This is a Federal Base Network Control Station.
 DY1083  TIDAL BM    -  This is a Tidal Bench Mark.
 DY1083  DESIGNATION -  941 0660 TIDAL 8
 DY1083  PID         -  DY1083
 DY1083  STATE/COUNTY-  CA/LOS ANGELES
 DY1083  USGS QUAD   -  SAN PEDRO (1981)
 DY1083
 DY1083                         *CURRENT SURVEY CONTROL
 DY1083  ___________________________________________________________________
 DY1083* NAD 83(2007)-  33 43 11.44103(N)    118 16 22.21647(W)     ADJUSTED  
 DY1083* NAVD 88     -         4.131  (meters)      13.55   (feet)  ADJUSTED  
 DY1083  ___________________________________________________________________
 DY1083  EPOCH DATE  -        2007.00
 DY1083  X           -  -2,515,450.152 (meters)                     COMP
 DY1083  Y           -  -4,677,008.224 (meters)                     COMP
 DY1083  Z           -   3,520,624.399 (meters)                     COMP
 DY1083  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DY1083  ELLIP HEIGHT-         -31.744 (meters)          (02/10/07) ADJUSTED
 DY1083  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DY1083  DYNAMIC HT  -           4.127 (meters)      13.54  (feet)  COMP
 DY1083
 DY1083  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DY1083  Type    PID    Designation                      North   East  Ellip
 DY1083  -------------------------------------------------------------------
 DY1083  NETWORK DY1083 941 0660 TIDAL 8                  0.35   0.59   2.18
 DY1083  -------------------------------------------------------------------
 DY1083  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 DY1083
 DY1083  VERT ORDER  -  FIRST     CLASS I
 DY1083
 DY1083.ITRF positions are available for this station.
 DY1083.The horizontal coordinates were established by GPS observations
 DY1083.and adjusted by the National Geodetic Survey in February 2007.
 DY1083
 DY1083.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DY1083.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DY1083.The horizontal coordinates are valid at the epoch date displayed above.
 DY1083.The epoch date for horizontal control is a decimal equivalence
 DY1083.of Year/Month/Day.
 DY1083
 DY1083.The orthometric height was determined by differential leveling
 DY1083.and adjusted in June 1991.
 DY1083
 DY1083.This Tidal Bench Mark is designated as VM 1601
 DY1083.by the Center for Operational Oceanographic Products and Services.
 DY1083
 DY1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DY1083
 DY1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DY1083
 DY1083.The ellipsoidal height was determined by GPS observations
 DY1083.and is referenced to NAD 83.
 DY1083
 DY1083.The geoid height was determined by GEOID03.
 DY1083
 DY1083.The dynamic height is computed by dividing the NAVD 88
 DY1083.geopotential number by the normal gravity value computed on the
 DY1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DY1083.degrees latitude (g = 980.6199 gals.).
 DY1083
 DY1083.The modeled gravity was interpolated from observed gravity values.
 DY1083
 DY1083;                    North         East     Units Scale Factor Converg.
 DY1083;SPC CA 5     -   524,421.390 1,974,709.421   MT  1.00008269   -0 09 19.9
 DY1083;SPC CA 5     - 1,720,539.18  6,478,692.49   sFT  1.00008269   -0 09 19.9
 DY1083;SPC CA 6     -   674,072.790 1,812,525.407   MT  0.99997675   -1 06 41.7
 DY1083;SPC CA 6     - 2,211,520.48  5,946,593.77   sFT  0.99997675   -1 06 41.7
 DY1083;UTM  11      - 3,731,820.888   382,067.951   MT  0.99977146   -0 42 24.0
 DY1083
 DY1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DY1083!SPC CA 5     -   1.00000498  x   1.00008269  =   1.00008767
 DY1083!SPC CA 6     -   1.00000498  x   0.99997675  =   0.99998173
 DY1083!UTM  11      -   1.00000498  x   0.99977146  =   0.99977644
 DY1083
 DY1083                          SUPERSEDED SURVEY CONTROL
 DY1083
 DY1083  NAD 83(1998)-  33 43 11.43247(N)    118 16 22.20823(W) AD(1998.50) A
 DY1083  ELLIP H (04/06/00)  -31.700  (m)                       GP(1998.50) 3 1
 DY1083  NAD 83(1994)-  33 43 11.42834(N)    118 16 22.20416(W) AD(1995.00) B
 DY1083  ELLIP H (06/23/95)  -31.784  (m)                       GP(1995.00) 4 2
 DY1083  ELLIP H (11/17/92)  -31.680  (m)                       GP(       ) 5 1
 DY1083  NAD 83(1986)-  33 43 11.42448(N)    118 16 22.20038(W) AD(1984.00) 1
 DY1083  NAD 83(1992)-  33 43 11.42463(N)    118 16 22.19998(W) AD(1991.35) B
 DY1083  ELLIP H (05/15/92)  -31.680  (m)                       GP(1991.35) 4 2
 DY1083  NAVD 88 (09/20/94)    4.13   (m)           13.5    (f) LEVELING    3  
 DY1083  NAVD 88 (05/15/92)    4.13   (m)           13.5    (f) LEVELING    3  
 DY1083  NGVD 29 (??/??/92)    3.392  (m)           11.13   (f) ADJ UNCH    1 1
 DY1083
 DY1083.Superseded values are not recommended for survey control.
 DY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DY1083.See file dsdata.txt to determine how the superseded data were derived.
 DY1083
 DY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT8206831821(NAD 83)
 DY1083_MARKER: DJ = TIDAL STATION DISK
 DY1083_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DY1083_SP_SET: SOUTHWEST CORNER OF PIER
 DY1083_STAMPING: 8 14. FT. ABOVE M.L.L.W.
 DY1083_MARK LOGO: CA1980
 DY1083_PROJECTION: FLUSH
 DY1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DY1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DY1083+STABILITY: POSITION/ELEVATION WELL
 DY1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DY1083+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 DY1083
 DY1083  HISTORY     - Date     Condition        Report By
 DY1083  HISTORY     - UNK      MONUMENTED       CA1980
 DY1083  HISTORY     - 1960     GOOD             NGS
 DY1083  HISTORY     - 1968     GOOD             CA1980
 DY1083  HISTORY     - 1973     GOOD             CA-037
 DY1083  HISTORY     - 1976     GOOD             NGS
 DY1083  HISTORY     - 1978     GOOD             NGS
 DY1083  HISTORY     - 19890601 GOOD             NGS
 DY1083  HISTORY     - 19890601 GOOD             NGS
 DY1083  HISTORY     - 19910415 GOOD             NGS
 DY1083  HISTORY     - 19920615 GOOD             NGS
 DY1083  HISTORY     - 19921017 GOOD             CADT
 DY1083  HISTORY     - 19940721 GOOD             NGS
 DY1083  HISTORY     - 19941003 GOOD             NGS
 DY1083  HISTORY     - 19980320 GOOD             NGS
 DY1083  HISTORY     - 20000731 GOOD             CADT
 DY1083  HISTORY     - 20010205 GOOD             NGS
 DY1083
 DY1083                          STATION DESCRIPTION
 DY1083
 DY1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DY1083'AT SAN PEDRO.
 DY1083'AT LOS ANGELES OUTER HARBOR ABOUT 200 FEET WEST OF THE EXTREME SOUTH
 DY1083'END OF SIGNAL STREET, 78 FEET SOUTH OF THE SOUTHWEST CORNER OF
 DY1083'THE MAIN LARGE BUILDING OF BERTH 60, 25.5 FEET EAST OF THE
 DY1083'SOUTHWEST CORNER OF THE PIER, 1.3 FEET NORTH OF A WOVEN WIRE
 DY1083'FENCE, IMBEDDED IN THE CONCRETE FLOOR OF THE PIER, 0.3 FEET
 DY1083'BELOW THE SURFACE OF THE PIER, ACCESS TO THE MARK IS THROUGH
 DY1083'A 6-INCH PIPE WITHOUT A COVER.
 DY1083
 DY1083                          STATION RECOVERY (1968)
 DY1083
 DY1083'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1968
 DY1083'RECOVERED IN GOOD CONDITION.
 DY1083
 DY1083                          STATION RECOVERY (1973)
 DY1083
 DY1083'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973
 DY1083'AT THE SOUTH END OF THE PORT OF LOS ANGELES BERTH 60, 202 FEET
 DY1083'WESTERLY OF THE SOUTH END OF SIGNAL STREET, 65.0 FEET SOUTHERLY OF THE
 DY1083'LINE OF THE SOUTH SIDE OF THE COAST AND GEODETIC TIDE STATION, 25.5
 DY1083'FEET NORTHEASTERLY OF THE SOUTHWEST CORNER OF THE PIER AND 1.2 FEET
 DY1083'NORTHERLY OF A CHAIN LINK FENCE, IMBEDDED IN THE CONCRETE ABOUT 3
 DY1083'INCHES BELOW THE SURFACE OF THE PIER DECK IN A 6 INCH DIAMETER PIPE
 DY1083'WITHOUT COVER.
 DY1083
 DY1083                          STATION RECOVERY (1976)
 DY1083
 DY1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DY1083'AT LOS ANGELES OUTER HARBOR, 200 FT WEST OF THE EXTREME SOUTH END OF
 DY1083'SIGNAL STREET, 78 FT SOUTH OF THE SOUTHWEST CORNER OF THE MAIN LARGE
 DY1083'BUILDING OF BERTH 60, 25.5 FT EAST OF THE SOUTHWEST CORNER OF THE PIER
 DY1083'1.3 FT NORTH OF A FENCE LINE, IMBEDDED IN THE CONCRETE FLOOR OF THE
 DY1083'PIER, ACCESS TO THE MARK IS THROUGH A 6-INCH PIPE WITHOUT A COVER,
 DY1083'68 PACES WEST OF BM 24-00030.
 DY1083
 DY1083                          STATION RECOVERY (1978)
 DY1083
 DY1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DY1083'RECOVERED IN GOOD CONDITION.
 DY1083
 DY1083                          STATION RECOVERY (1989)
 DY1083
 DY1083'RECOVERY N